














                                  SURVEY CONTROL DATA
                                
                             STATE=WV
                             [OCTOBER  9, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1411 ***********************************************************************
 HW1411  DESIGNATION -  1
 HW1411  PID         -  HW1411
 HW1411  STATE/COUNTY-  WV/PENDLETON
 HW1411  USGS QUAD   -  CIRCLEVILLE (1995)
 HW1411
 HW1411                         *CURRENT SURVEY CONTROL
 HW1411  ___________________________________________________________________
 HW1411* NAD 83(1986)-  38 42 24.     (N)    079 27 55.     (W)     SCALED    
 HW1411* NAVD 88     -       585.656  (meters)    1921.44   (feet)  ADJUSTED  
 HW1411  ___________________________________________________________________
 HW1411  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HW1411  DYNAMIC HT  -         585.219 (meters)    1920.01  (feet)  COMP
 HW1411  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 HW1411
 HW1411  VERT ORDER  -  SECOND    CLASS 0
 HW1411
 HW1411.The horizontal coordinates were scaled from a topographic map and have
 HW1411.an estimated accuracy of +/- 6 seconds.
 HW1411
 HW1411.The orthometric height was determined by differential leveling
 HW1411.and adjusted by the National Geodetic Survey in June 1991..
 HW1411
 HW1411.The geoid height was determined by GEOID03.
 HW1411
 HW1411.The dynamic height is computed by dividing the NAVD 88
 HW1411.geopotential number by the normal gravity value computed on the
 HW1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1411.degrees latitude (g = 980.6199 gals.).
 HW1411
 HW1411.The modeled gravity was interpolated from observed gravity values.
 HW1411
 HW1411;                    North         East    Units  Estimated Accuracy
 HW1411;SPC WV S     -   190,530.      733,480.      MT  (+/- 180 meters Scaled)
 HW1411
 HW1411                          SUPERSEDED SURVEY CONTROL
 HW1411
 HW1411  NGVD 29 (??/??/92)  585.773  (m)         1921.82   (f) ADJ UNCH    2 0
 HW1411
 HW1411.Superseded values are not recommended for survey control.
 HW1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1411.See file dsdata.txt to determine how the superseded data were derived.
 HW1411
 HW1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC334853(NAD 83)
 HW1411_MARKER: Q = CHISELED SQUARE
 HW1411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1411_SP_SET: CULVERT
 HW1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1411
 HW1411  HISTORY     - Date     Condition        Report By
 HW1411  HISTORY     - UNK      MONUMENTED       WVHD
 HW1411  HISTORY     - 1934     GOOD             NGS
 HW1411  HISTORY     - 1954     MARK NOT FOUND   USE
 HW1411
 HW1411                          STATION DESCRIPTION
 HW1411
 HW1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1411'3.4 MI S FROM RIVERTON.
 HW1411'3.4 MILES SOUTH ALONG U.S. HIGHWAY 33 FROM RIVERTON, PENDLETON
 HW1411'COUNTY, AT THE JUNCTION OF STATE HIGHWAY 28, AT A CULVERT,
 HW1411'ON THE TOP OF THE EAST END OF THE HEADWALL, LEVEL WITH THE
 HW1411'HIGHWAYS, AND NORTH OF U.S. HIGHWAY 33 WHICH TURNS EAST.  A
 HW1411'CHISELED SQUARE.
 HW1411
 HW1411                          STATION RECOVERY (1954)
 HW1411
 HW1411'RECOVERY NOTE BY US ENGINEERS 1954
 HW1411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0859 ***********************************************************************
 KY0859  DESIGNATION -  1
 KY0859  PID         -  KY0859
 KY0859  STATE/COUNTY-  WV/OHIO
 KY0859  USGS QUAD   -  VALLEY GROVE (1981)
 KY0859
 KY0859                         *CURRENT SURVEY CONTROL
 KY0859  ___________________________________________________________________
 KY0859* NAD 83(1986)-  40 03 22.     (N)    080 37 14.     (W)     SCALED    
 KY0859* NAVD 88     -       230.005  (meters)     754.61   (feet)  ADJUSTED  
 KY0859  ___________________________________________________________________
 KY0859  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY0859  DYNAMIC HT  -         229.876 (meters)     754.18  (feet)  COMP
 KY0859  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 KY0859
 KY0859  VERT ORDER  -  SECOND    CLASS 0
 KY0859
 KY0859.The horizontal coordinates were scaled from a topographic map and have
 KY0859.an estimated accuracy of +/- 6 seconds.
 KY0859
 KY0859.The orthometric height was determined by differential leveling
 KY0859.and adjusted by the National Geodetic Survey in June 1991..
 KY0859
 KY0859.The geoid height was determined by GEOID03.
 KY0859
 KY0859.The dynamic height is computed by dividing the NAVD 88
 KY0859.geopotential number by the normal gravity value computed on the
 KY0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0859.degrees latitude (g = 980.6199 gals.).
 KY0859
 KY0859.The modeled gravity was interpolated from observed gravity values.
 KY0859
 KY0859;                    North         East    Units  Estimated Accuracy
 KY0859;SPC WV N     -   173,360.      504,400.      MT  (+/- 180 meters Scaled)
 KY0859
 KY0859                          SUPERSEDED SURVEY CONTROL
 KY0859
 KY0859  NGVD 29 (??/??/92)  230.16   (m)          755.1    (f) COMPUTED    2 0
 KY0859
 KY0859.Superseded values are not recommended for survey control.
 KY0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0859.See file dsdata.txt to determine how the superseded data were derived.
 KY0859
 KY0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE323340(NAD 83)
 KY0859_MARKER: DD = SURVEY DISK
 KY0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0859+STABILITY: SURFACE MOTION
 KY0859
 KY0859  HISTORY     - Date     Condition        Report By
 KY0859  HISTORY     - UNK      MONUMENTED       WVGS
 KY0859  HISTORY     - 1960     GOOD             NGS
 KY0859
 KY0859                          STATION DESCRIPTION
 KY0859
 KY0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0859'AT TRIADELPHIA.
 KY0859'AT TRIADELPHIA, OHIO COUNTY, NEAR THE EAST CITY LIMITS, 700 FEET
 KY0859'WEST OF A HIGHWAY BRIDGE OVER LITTLE WHEELING CREEK, 38 FEET WEST
 KY0859'OF THE FOUNDATION OF THE FRANK MILLER HOUSE, 22 FEET EAST OF THE
 KY0859'FOUNDATION OF THE KARRY ANDERSON HOUSE, AND ON THE SOUTHSIDE OF
 KY0859'THE ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 KY0859'POST.  NOTE-- THE MARK IS LEANING AND ALONG THE SHOULDER OF THE
 KY0859'HIGHWAY, IT IS NOT CONSIDERED TO BE A GOOD MARK.  THE MEASUREMENTS
 KY0859'OF THE MARK FOUND ARE NOT IN AGREEMENT WITH BENCH MARK 1 (W.VA.
 KY0859'GEOD. S.) AND IT IS NOT BELIEVED TO BE THE SAME MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2020 ***********************************************************************
 GX2020  DESIGNATION -  1
 GX2020  PID         -  GX2020
 GX2020  STATE/COUNTY-  WV/MCDOWELL
 GX2020  USGS QUAD   -  WELCH (1976)
 GX2020
 GX2020                         *CURRENT SURVEY CONTROL
 GX2020  ___________________________________________________________________
 GX2020* NAD 83(1986)-  37 26 03.     (N)    081 35 07.     (W)     SCALED    
 GX2020* NAVD 88     -       394.816  (meters)    1295.33   (feet)  ADJUSTED  
 GX2020  ___________________________________________________________________
 GX2020  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX2020  DYNAMIC HT  -         394.491 (meters)    1294.26  (feet)  COMP
 GX2020  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 GX2020
 GX2020  VERT ORDER  -  SECOND    CLASS 0
 GX2020
 GX2020.The horizontal coordinates were scaled from a topographic map and have
 GX2020.an estimated accuracy of +/- 6 seconds.
 GX2020
 GX2020.The orthometric height was determined by differential leveling
 GX2020.and adjusted by the National Geodetic Survey in June 1991..
 GX2020
 GX2020.The geoid height was determined by GEOID03.
 GX2020
 GX2020.The dynamic height is computed by dividing the NAVD 88
 GX2020.geopotential number by the normal gravity value computed on the
 GX2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2020.degrees latitude (g = 980.6199 gals.).
 GX2020
 GX2020.The modeled gravity was interpolated from observed gravity values.
 GX2020
 GX2020;                    North         East    Units  Estimated Accuracy
 GX2020;SPC WV S     -    48,350.      548,200.      MT  (+/- 180 meters Scaled)
 GX2020
 GX2020                          SUPERSEDED SURVEY CONTROL
 GX2020
 GX2020  NGVD 29 (??/??/92)  394.983  (m)         1295.87   (f) ADJ UNCH    2 0
 GX2020
 GX2020.Superseded values are not recommended for survey control.
 GX2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2020.See file dsdata.txt to determine how the superseded data were derived.
 GX2020
 GX2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB482431(NAD 83)
 GX2020_MARKER: DD = SURVEY DISK
 GX2020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2020_SP_SET: SIDEWALK
 GX2020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2020
 GX2020  HISTORY     - Date     Condition        Report By
 GX2020  HISTORY     - UNK      MONUMENTED       WVGS
 GX2020  HISTORY     - 1958     POOR             NGS
 GX2020
 GX2020                          STATION DESCRIPTION
 GX2020
 GX2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2020'AT WELCH.
 GX2020'AT WELCH, AT THE JUNCTION OF MCDOWELL  AND WYOMING STREETS,
 GX2020'IN TOP OF THE EAST EDGE OF THE SIDEWALK ALONG THE WEST SIDE
 GX2020'OF MCDOWELL  STREET, 4 FEET SOUTHWEST OF THE PROLONGATION OF
 GX2020'THE CURB LINE OF WYOMING STREET, 8 1/2 FEET SOUTHEAST OF THE
 GX2020'SOUTHEAST CORNER OF THE SALVATION ARMY BUILDING, AND ABOUT
 GX2020'LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0216 ***********************************************************************
 JX0216  DESIGNATION -  1
 JX0216  PID         -  JX0216
 JX0216  STATE/COUNTY-  WV/TAYLOR
 JX0216  USGS QUAD   -  GRAFTON (1976)
 JX0216
 JX0216                         *CURRENT SURVEY CONTROL
 JX0216  ___________________________________________________________________
 JX0216* NAD 83(1986)-  39 18 53.     (N)    080 01 57.     (W)     SCALED    
 JX0216* NAVD 88     -       305.233  (meters)    1001.42   (feet)  ADJUSTED  
 JX0216  ___________________________________________________________________
 JX0216  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JX0216  DYNAMIC HT  -         305.043 (meters)    1000.80  (feet)  COMP
 JX0216  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 JX0216
 JX0216  VERT ORDER  -  FIRST     CLASS II
 JX0216
 JX0216.The horizontal coordinates were scaled from a topographic map and have
 JX0216.an estimated accuracy of +/- 6 seconds.
 JX0216
 JX0216.The orthometric height was determined by differential leveling
 JX0216.and adjusted by the National Geodetic Survey in June 1991..
 JX0216
 JX0216.The geoid height was determined by GEOID03.
 JX0216
 JX0216.The dynamic height is computed by dividing the NAVD 88
 JX0216.geopotential number by the normal gravity value computed on the
 JX0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0216.degrees latitude (g = 980.6199 gals.).
 JX0216
 JX0216.The modeled gravity was interpolated from observed gravity values.
 JX0216
 JX0216;                    North         East    Units  Estimated Accuracy
 JX0216;SPC WV N     -    90,580.      554,080.      MT  (+/- 180 meters Scaled)
 JX0216
 JX0216                          SUPERSEDED SURVEY CONTROL
 JX0216
 JX0216  NGVD 29 (??/??/92)  305.427  (m)         1002.06   (f) ADJ UNCH    1 2
 JX0216
 JX0216.Superseded values are not recommended for survey control.
 JX0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0216.See file dsdata.txt to determine how the superseded data were derived.
 JX0216
 JX0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND834521(NAD 83)
 JX0216_MARKER: X = CHISELED CROSS
 JX0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0216_SP_SET: WATER TANK
 JX0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0216
 JX0216  HISTORY     - Date     Condition        Report By
 JX0216  HISTORY     - UNK      MONUMENTED       BORR
 JX0216  HISTORY     - 1935     GOOD             NGS
 JX0216
 JX0216                          STATION DESCRIPTION
 JX0216
 JX0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0216'2.2 MI S FROM GRAFTON.
 JX0216'2.2 MILES SOUTH ALONG THE TYGART DAM SPUR OF THE BALTIMORE AND
 JX0216'OHIO RAILROAD FROM THE STATION AT GRAFTON, TAYLOR COUNTY, 75
 JX0216'FEET SOUTH OF THE SOUTHEAST CORNER OF A PUMPING STATION, 25
 JX0216'FEET NORTH OF TYGART DAM, ON THE SOUTHEAST CORNER OF A WATER
 JX0216'TANK, 12 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT
 JX0216'2 FEET HIGHER THAN THE TRACK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2974 ***********************************************************************
 KY2974  DESIGNATION -  1
 KY2974  PID         -  KY2974
 KY2974  STATE/COUNTY-  WV/OHIO
 KY2974  USGS QUAD   -  TILTONSVILLE (1985)
 KY2974
 KY2974                         *CURRENT SURVEY CONTROL
 KY2974  ___________________________________________________________________
 KY2974* NAD 83(1986)-  40 08 56.     (N)    080 42 01.     (W)     SCALED    
 KY2974* NAVD 88     -       199.824  (meters)     655.59   (feet)  ADJUSTED  
 KY2974  ___________________________________________________________________
 KY2974  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY2974  DYNAMIC HT  -         199.716 (meters)     655.23  (feet)  COMP
 KY2974  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 KY2974
 KY2974  VERT ORDER  -  FIRST     CLASS II
 KY2974
 KY2974.The horizontal coordinates were scaled from a topographic map and have
 KY2974.an estimated accuracy of +/- 6 seconds.
 KY2974
 KY2974.The orthometric height was determined by differential leveling
 KY2974.and adjusted by the National Geodetic Survey in June 1991..
 KY2974
 KY2974.The geoid height was determined by GEOID03.
 KY2974
 KY2974.The dynamic height is computed by dividing the NAVD 88
 KY2974.geopotential number by the normal gravity value computed on the
 KY2974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2974.degrees latitude (g = 980.6199 gals.).
 KY2974
 KY2974.The modeled gravity was interpolated from observed gravity values.
 KY2974
 KY2974;                    North         East    Units  Estimated Accuracy
 KY2974;SPC WV N     -   183,740.      497,730.      MT  (+/- 180 meters Scaled)
 KY2974
 KY2974                          SUPERSEDED SURVEY CONTROL
 KY2974
 KY2974.No superseded survey control is available for this station.
 KY2974
 KY2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE255443(NAD 83)
 KY2974_MARKER: DD = SURVEY DISK
 KY2974_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KY2974_SP_SET: LOCK AND DAM FOUNDATION
 KY2974_STAMPING: 1
 KY2974_MARK LOGO: USE   
 KY2974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY2974+STABILITY: POSITION/ELEVATION WELL
 KY2974
 KY2974  HISTORY     - Date     Condition        Report By
 KY2974  HISTORY     - UNK      MONUMENTED       USE
 KY2974  HISTORY     - 1983     GOOD             NGS
 KY2974
 KY2974                          STATION DESCRIPTION
 KY2974
 KY2974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2974'4.0 KM (2.5 MI) NORTH FROM WHEELING.
 KY2974'4.0 KM (2.5 MI) NORTH ALONG STATE HIGHWAY (WARWOOD AVENUE) FROM THE
 KY2974'WARWOOD STATION POST OFFICE IN WHEELING TO THE PIKE ISLAND LOCK AND
 KY2974'DAM AND THE MARK ON THE LEFT, IN TOP OF THE LAND WALL NEAR THE UPPER
 KY2974'600-FOOT CHAMBER LOCK GATE, 16.73 METERS (54.9 FT) NORTHWEST OF THE
 KY2974'CENTER OF THE PAVED ENTRANCE DRIVE TO THE MAINTENANCE AREA,
 KY2974'3.78 METERS (12.4 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE LOCK GATE
 KY2974'WALKWAY, 1.04 METERS (3.4 FT) SOUTHEAST OF THE CHAMBER LOCK.
 KY2974'THE MARK IS 2.44 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0071 ***********************************************************************
 JX0071  DESIGNATION -  1
 JX0071  PID         -  JX0071
 JX0071  STATE/COUNTY-  WV/MARION
 JX0071  USGS QUAD   -  FAIRMONT WEST (1976)
 JX0071
 JX0071                         *CURRENT SURVEY CONTROL
 JX0071  ___________________________________________________________________
 JX0071* NAD 83(1986)-  39 29 47.     (N)    080 07 54.     (W)     SCALED    
 JX0071* NAVD 88     -       267.266  (meters)     876.86   (feet)  ADJUSTED  
 JX0071  ___________________________________________________________________
 JX0071  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JX0071  DYNAMIC HT  -         267.107 (meters)     876.33  (feet)  COMP
 JX0071  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 JX0071
 JX0071  VERT ORDER  -  FIRST     CLASS II
 JX0071
 JX0071.The horizontal coordinates were scaled from a topographic map and have
 JX0071.an estimated accuracy of +/- 6 seconds.
 JX0071
 JX0071.The orthometric height was determined by differential leveling
 JX0071.and adjusted by the National Geodetic Survey in June 1991..
 JX0071
 JX0071.The geoid height was determined by GEOID03.
 JX0071
 JX0071.The dynamic height is computed by dividing the NAVD 88
 JX0071.geopotential number by the normal gravity value computed on the
 JX0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0071.degrees latitude (g = 980.6199 gals.).
 JX0071
 JX0071.The modeled gravity was interpolated from observed gravity values.
 JX0071
 JX0071;                    North         East    Units  Estimated Accuracy
 JX0071;SPC WV N     -   110,810.      545,670.      MT  (+/- 180 meters Scaled)
 JX0071
 JX0071                          SUPERSEDED SURVEY CONTROL
 JX0071
 JX0071  NGVD 29 (??/??/92)  267.434  (m)          877.41   (f) ADJ UNCH    1 2
 JX0071
 JX0071.Superseded values are not recommended for survey control.
 JX0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0071.See file dsdata.txt to determine how the superseded data were derived.
 JX0071
 JX0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND746722(NAD 83)
 JX0071_MARKER: DD = SURVEY DISK
 JX0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0071+STABILITY: SURFACE MOTION
 JX0071
 JX0071  HISTORY     - Date     Condition        Report By
 JX0071  HISTORY     - UNK      MONUMENTED       WVGS
 JX0071  HISTORY     - 1935     GOOD             NGS
 JX0071
 JX0071                          STATION DESCRIPTION
 JX0071
 JX0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0071'1.9 MI NW FROM FAIRMONT.
 JX0071'1.9 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0071'STATION AT FAIRMONT, MARION COUNTY, NEAR POLE 303+35, AND 10 FEET
 JX0071'WEST OF THE CENTERLINE OF THE TRACK.  A STATE SURVEY STANDARD DISK,
 JX0071'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0476 ***********************************************************************
 JX0476  DESIGNATION -  1 A OHIO RIVER CROSSING
 JX0476  PID         -  JX0476
 JX0476  STATE/COUNTY-  WV/MARSHALL
 JX0476  USGS QUAD   -  POWHATAN POINT (1984)
 JX0476
 JX0476                         *CURRENT SURVEY CONTROL
 JX0476  ___________________________________________________________________
 JX0476* NAD 83(1986)-  39 46 05.     (N)    080 51 52.     (W)     SCALED    
 JX0476* NAVD 88     -       189.411  (meters)     621.43   (feet)  ADJUSTED  
 JX0476  ___________________________________________________________________
 JX0476  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JX0476  DYNAMIC HT  -         189.301 (meters)     621.07  (feet)  COMP
 JX0476  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 JX0476
 JX0476  VERT ORDER  -  FIRST     CLASS II
 JX0476
 JX0476.The horizontal coordinates were scaled from a topographic map and have
 JX0476.an estimated accuracy of +/- 6 seconds.
 JX0476
 JX0476.The orthometric height was determined by differential leveling
 JX0476.and adjusted by the National Geodetic Survey in June 1991..
 JX0476
 JX0476.The geoid height was determined by GEOID03.
 JX0476
 JX0476.The dynamic height is computed by dividing the NAVD 88
 JX0476.geopotential number by the normal gravity value computed on the
 JX0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0476.degrees latitude (g = 980.6199 gals.).
 JX0476
 JX0476.The modeled gravity was interpolated from observed gravity values.
 JX0476
 JX0476;                    North         East    Units  Estimated Accuracy
 JX0476;SPC WV N     -   141,660.      483,100.      MT  (+/- 180 meters Scaled)
 JX0476
 JX0476                          SUPERSEDED SURVEY CONTROL
 JX0476
 JX0476  NGVD 29 (??/??/92)  189.645  (m)          622.19   (f) ADJ UNCH    1 2
 JX0476
 JX0476.Superseded values are not recommended for survey control.
 JX0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0476.See file dsdata.txt to determine how the superseded data were derived.
 JX0476
 JX0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE116020(NAD 83)
 JX0476_MARKER: DB = BENCH MARK DISK
 JX0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0476_STAMPING: NO 1 A OHIO RIVER CROSSING 1934
 JX0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0476+STABILITY: SURFACE MOTION
 JX0476
 JX0476  HISTORY     - Date     Condition        Report By
 JX0476  HISTORY     - 1934     MONUMENTED       CGS
 JX0476  HISTORY     - 1958     MARK NOT FOUND   USGS
 JX0476
 JX0476                          STATION DESCRIPTION
 JX0476
 JX0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX0476'AT CLARINGTON.
 JX0476'AT CLARINGTON, MARSHALL COUNTY, ON THE EAST BANK OF OHIO RIVER,
 JX0476'ABOUT 500 YARDS NORTHWEST OF THE WEST CORNER OF THE BALTIMORE AND
 JX0476'OHIO RAILROAD STATION, 14 YARDS SOUTHEAST OF THE CENTERLINE OF A
 JX0476'CONCRETE RAMP LEADING TO THE CLARINGTON FERRY, 10 YARDS WEST OF
 JX0476'THE CENTERLINE OF A DIRT ROAD, 8 YARDS NORTHEAST OF A TWIN ASPEN
 JX0476'TREE, ABOUT 1 1/2 FEET LOWER THAN THE SURFACE OF THE DIRT ROAD,
 JX0476'AND SET IN THE TOP OF A CONCRETE POST.
 JX0476
 JX0476                          STATION RECOVERY (1958)
 JX0476
 JX0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JX0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0475 ***********************************************************************
 JX0475  DESIGNATION -  1 B OHIO RIVER CROSSING
 JX0475  PID         -  JX0475
 JX0475  STATE/COUNTY-  WV/MARSHALL
 JX0475  USGS QUAD   -  POWHATAN POINT (1984)
 JX0475
 JX0475                         *CURRENT SURVEY CONTROL
 JX0475  ___________________________________________________________________
 JX0475* NAD 83(1986)-  39 46 07.     (N)    080 51 42.     (W)     SCALED    
 JX0475* NAVD 88     -       194.464  (meters)     638.00   (feet)  ADJUSTED  
 JX0475  ___________________________________________________________________
 JX0475  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JX0475  DYNAMIC HT  -         194.351 (meters)     637.63  (feet)  COMP
 JX0475  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 JX0475
 JX0475  VERT ORDER  -  FIRST     CLASS II
 JX0475
 JX0475.The horizontal coordinates were scaled from a topographic map and have
 JX0475.an estimated accuracy of +/- 6 seconds.
 JX0475
 JX0475.The orthometric height was determined by differential leveling
 JX0475.and adjusted by the National Geodetic Survey in June 1991..
 JX0475
 JX0475.The geoid height was determined by GEOID03.
 JX0475
 JX0475.The dynamic height is computed by dividing the NAVD 88
 JX0475.geopotential number by the normal gravity value computed on the
 JX0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0475.degrees latitude (g = 980.6199 gals.).
 JX0475
 JX0475.The modeled gravity was interpolated from observed gravity values.
 JX0475
 JX0475;                    North         East    Units  Estimated Accuracy
 JX0475;SPC WV N     -   141,720.      483,340.      MT  (+/- 180 meters Scaled)
 JX0475
 JX0475                          SUPERSEDED SURVEY CONTROL
 JX0475
 JX0475  NGVD 29 (??/??/92)  194.698  (m)          638.77   (f) ADJ UNCH    1 2
 JX0475
 JX0475.Superseded values are not recommended for survey control.
 JX0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0475.See file dsdata.txt to determine how the superseded data were derived.
 JX0475
 JX0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE118020(NAD 83)
 JX0475_MARKER: DB = BENCH MARK DISK
 JX0475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0475_SP_SET: BUILDING
 JX0475_STAMPING: NO 1 B OHIO RIVER CROSSING 1934
 JX0475_MARK LOGO: CGS   
 JX0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0475
 JX0475  HISTORY     - Date     Condition        Report By
 JX0475  HISTORY     - 1934     MONUMENTED       CGS
 JX0475  HISTORY     - 1983     GOOD             NGS
 JX0475
 JX0475                          STATION DESCRIPTION
 JX0475
 JX0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX0475'AT CLARINGTON.
 JX0475'AT CLARINGTON, MARSHALL COUNTY, AT THE WEST CORNER OF THE
 JX0475'BALTIMORE AND OHIO RAILROAD STATION, IN THE SOUTHWEST FACE OF THE
 JX0475'CONCRETE FOUNDATION WALL, 10 YARDS NORTHWEST OF THE NORTHWEST
 JX0475'RAIL, 10 INCHES LOWER THAN THE TOP OF THE FOUNDATION, AND SET
 JX0475'VERTICALLY.
 JX0475
 JX0475                          STATION RECOVERY (1983)
 JX0475
 JX0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0475'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 JX0475'BALTIMORE AND OHIO RAILROAD STATION HAS BEEN RAZED AND ONLY THE
 JX0475'FOUNDATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0956 ***********************************************************************
 JW0956  DESIGNATION -  1 SKS
 JW0956  PID         -  JW0956
 JW0956  STATE/COUNTY-  WV/MONONGALIA
 JW0956  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0956
 JW0956                         *CURRENT SURVEY CONTROL
 JW0956  ___________________________________________________________________
 JW0956* NAD 83(1986)-  39 38 39.     (N)    079 55 16.     (W)     SCALED    
 JW0956* NAVD 88     -       374.729  (meters)    1229.42   (feet)  ADJUSTED  
 JW0956  ___________________________________________________________________
 JW0956  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JW0956  DYNAMIC HT  -         374.509 (meters)    1228.70  (feet)  COMP
 JW0956  MODELED GRAV-     980,027.1   (mgal)                       NAVD 88
 JW0956
 JW0956  VERT ORDER  -  FIRST     CLASS II
 JW0956
 JW0956.This mark is at Morgantown Mun Walter L Bill Hart Fld Airport (MGW)
 JW0956
 JW0956.The horizontal coordinates were scaled from a topographic map and have
 JW0956.an estimated accuracy of +/- 6 seconds.
 JW0956
 JW0956.The orthometric height was determined by differential leveling
 JW0956.and adjusted by the National Geodetic Survey in April 1995..
 JW0956
 JW0956.The geoid height was determined by GEOID03.
 JW0956
 JW0956.The dynamic height is computed by dividing the NAVD 88
 JW0956.geopotential number by the normal gravity value computed on the
 JW0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0956.degrees latitude (g = 980.6199 gals.).
 JW0956
 JW0956.The modeled gravity was interpolated from observed gravity values.
 JW0956
 JW0956;                    North         East    Units  Estimated Accuracy
 JW0956;SPC WV N     -   127,110.      563,860.      MT  (+/- 180 meters Scaled)
 JW0956
 JW0956                          SUPERSEDED SURVEY CONTROL
 JW0956
 JW0956  NAVD 88 (06/15/91)  374.781  (m)         1229.59   (f) UNKNOWN     1 2
 JW0956  NGVD 29 (??/??/92)  374.900  (m)         1229.98   (f) ADJ UNCH    1 2
 JW0956
 JW0956.Superseded values are not recommended for survey control.
 JW0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0956.See file dsdata.txt to determine how the superseded data were derived.
 JW0956
 JW0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND925888(NAD 83)
 JW0956_MARKER: DD = SURVEY DISK
 JW0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0956_SP_SET: CONCRETE POST
 JW0956_STAMPING: 1 SKS 1956 1230
 JW0956_MARK LOGO: USGS  
 JW0956_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0956+STABILITY: SURFACE MOTION
 JW0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW0956+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 JW0956
 JW0956  HISTORY     - Date     Condition        Report By
 JW0956  HISTORY     - 1956     MONUMENTED       USGS
 JW0956  HISTORY     - 1959     GOOD             NGS
 JW0956  HISTORY     - 1981     GOOD             USGS
 JW0956  HISTORY     - 19930817 GOOD             NGS
 JW0956
 JW0956                          STATION DESCRIPTION
 JW0956
 JW0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JW0956'3 MI E FROM MORGANTOWN.
 JW0956'ON MORGANTOWN MUNICIPAL AIRPORT FIELD, NEAR THE WEST EDGE OF AN
 JW0956'ASPHALT PARKING AREA, DIRECTLY UNDER A FOUR-LEGGED, 57-FT.
 JW0956'HIGH STEEL TOWER ON WHICH THE AIRPORT BEACON IS LOCATED, ABOUT 470
 JW0956'FEET NW OF THE N END OF THE AIRPORT ADMINISTRATION BUILDING,
 JW0956'28.2 FEET W OF THE W EDGE OF THE PARKING AREA, 8.1 FEET SW
 JW0956'OF THE NE LEG OF THE TOWER, AND 4.4 FEET NW OF THE SE LEG OF
 JW0956'THE TOWER.  A USGS BENCH MARK DISK CEMENTED IN THE TOP OF A 6 1/2
 JW0956'IN X 6 1/2 IN SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES,
 JW0956'STAMPED 1230 1 SKS 1956.
 JW0956
 JW0956                          STATION RECOVERY (1981)
 JW0956
 JW0956'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JW0956'RECOVERED IN GOOD CONDITION.
 JW0956
 JW0956                          STATION RECOVERY (1993)
 JW0956
 JW0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JW0956'1.7 KM (1.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 857 FROM THE
 JW0956'JUNCTION OF INTERSTATE HIGHWAY 68 IN MORGANTOWN (EXIT 7), THENCE 1.1
 JW0956'KM (0.70 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 119, THENCE 0.6 KM
 JW0956'(0.35 MI) SOUTHERLY ALONG THE MORGANTOWN AIRPORT ENTRANCE ROAD,
 JW0956'THENCE 0.1 KM (0.05 MI) WESTERLY ACROSS A PARKING LOT, 8.5 M (27.9
 JW0956'FT) WEST OF THE WEST EDGE OF THE PARKING LOT, 2.5 M (8.2 FT)
 JW0956'SOUTHWEST OF THE NORTHEAST LEG OF THE AIRPORT BEACON TOWER, 1.2 M
 JW0956'(3.9 FT) NORTHWEST OF THE SOUTHEAST LEG OF THE TOWER, AND THE
 JW0956'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3553 ***********************************************************************
 HW3553  DESIGNATION -  1 USFS 1957
 HW3553  PID         -  HW3553
 HW3553  STATE/COUNTY-  WV/POCAHONTAS
 HW3553  USGS QUAD   -  CLOVER LICK (1995)
 HW3553
 HW3553                         *CURRENT SURVEY CONTROL
 HW3553  ___________________________________________________________________
 HW3553* NAD 83(1995)-  38 17 25.44907(N)    079 54 13.90138(W)     ADJUSTED  
 HW3553* NAVD 88     -      1113.     (meters)    3652.     (feet)  SCALED    
 HW3553  ___________________________________________________________________
 HW3553  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 HW3553  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HW3553
 HW3553  HORZ ORDER  -  SECOND
 HW3553
 HW3553.The horizontal coordinates were established by classical geodetic methods
 HW3553.and adjusted by the National Geodetic Survey in April 1998..
 HW3553
 HW3553.The orthometric height was scaled from a topographic map.
 HW3553
 HW3553.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3553
 HW3553.The geoid height was determined by GEOID03.
 HW3553
 HW3553;                    North         East     Units Scale Factor Converg.
 HW3553;SPC WV S     -   143,787.172   695,886.444   MT  0.99992738   +0 40 39.5
 HW3553;SPC VA N     - 2,070,172.283 3,377,192.356   MT  0.99996459   -0 52 34.2
 HW3553;SPC VA N     - 6,791,890.23 11,080,005.25   sFT  0.99996459   -0 52 34.2
 HW3553;UTM  17      - 4,238,604.804   595,858.657   MT  0.99971316   +0 40 45.4
 HW3553
 HW3553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3553!SPC WV S     -   0.99983025  x   0.99992738  =   0.99975764
 HW3553!SPC VA N     -   0.99983025  x   0.99996459  =   0.99979484
 HW3553!UTM  17      -   0.99983025  x   0.99971316  =   0.99954346
 HW3553
 HW3553                          SUPERSEDED SURVEY CONTROL
 HW3553
 HW3553  NAD 83(1995)-  38 17 25.44987(N)    079 54 13.90306(W) AD(       ) 2
 HW3553  NAD 83(1986)-  38 17 25.45041(N)    079 54 13.90980(W) AD(       ) 2
 HW3553  NAD 27      -  38 17 25.01080(N)    079 54 14.70410(W) AD(       ) 2
 HW3553
 HW3553.Superseded values are not recommended for survey control.
 HW3553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3553.See file dsdata.txt to determine how the superseded data were derived.
 HW3553
 HW3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9585938605(NAD 83)
 HW3553_MARKER: DD = SURVEY DISK
 HW3553_SETTING: 66 = SET IN ROCK OUTCROP
 HW3553_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HW3553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3553+STABILITY: POSITION/ELEVATION WELL
 HW3553
 HW3553  HISTORY     - Date     Condition        Report By
 HW3553  HISTORY     - 1957     MONUMENTED       USFS
 HW3553
 HW3553                          STATION DESCRIPTION
 HW3553
 HW3553'DESCRIBED BY US FOREST SERVICE 1957 (FAR)
 HW3553'THE STATION IS ABOUT 9.0 MILES NORTH-NORTHEAST OF HUNTERSVILLE
 HW3553'AND 2.0 MILES
 HW3553'NORTHWEST OF THE VILLAGE OF FROST, ON MICHAEL MOUNTAIN, AT THE EAST
 HW3553'EDGE OF SENECA STATE FOREST.
 HW3553'
 HW3553'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HW3553'MICHAEL.  DISTANCE
 HW3553'BEING 51.28 FEET (15.630 METERS) SOUTHWEST OF STATION MICHAEL.  THE
 HW3553'MARK IS A U.S. DEPARTMENT OF
 HW3553'AGRICULTURE FOREST SERVICE DISK, STAMPED 1 1934,
 HW3553'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1892 ***********************************************************************
 JX1892  DESIGNATION -  1 WVGS 1941
 JX1892  PID         -  JX1892
 JX1892  STATE/COUNTY-  WV/MARION
 JX1892  USGS QUAD   -  FAIRMONT WEST (1976)
 JX1892
 JX1892                         *CURRENT SURVEY CONTROL
 JX1892  ___________________________________________________________________
 JX1892* NAD 83(1995)-  39 28 17.19150(N)    080 10 37.09650(W)     ADJUSTED  
 JX1892* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 JX1892  ___________________________________________________________________
 JX1892  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 JX1892  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JX1892
 JX1892  HORZ ORDER  -  SECOND
 JX1892
 JX1892.The horizontal coordinates were established by classical geodetic methods
 JX1892.and adjusted by the National Geodetic Survey in April 1998..
 JX1892
 JX1892.The orthometric height was scaled from a topographic map.
 JX1892
 JX1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1892
 JX1892.The geoid height was determined by GEOID03.
 JX1892
 JX1892;                    North         East     Units Scale Factor Converg.
 JX1892;SPC WV N     -   108,065.889   541,751.359   MT  0.99994436   -0 25 54.3
 JX1892;UTM  17      - 4,369,418.372   570,792.623   MT  0.99966170   +0 31 23.6
 JX1892
 JX1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1892!SPC WV N     -   0.99995965  x   0.99994436  =   0.99990401
 JX1892!UTM  17      -   0.99995965  x   0.99966170  =   0.99962136
 JX1892
 JX1892|---------------------------------------------------------------------|
 JX1892| PID    Reference Object                     Distance      Geod. Az  |
 JX1892|                                                           dddmmss.s |
 JX1892| JX1888 2 WVGS 1941                         341.355 METERS 06331     |
 JX1892| JX1893 WATSON                               33.643 METERS 11223     |
 JX1892|---------------------------------------------------------------------|
 JX1892
 JX1892                          SUPERSEDED SURVEY CONTROL
 JX1892
 JX1892  NAD 83(1986)-  39 28 17.19492(N)    080 10 37.10482(W) AD(       ) 2
 JX1892  NAD 27      -  39 28 16.89010(N)    080 10 37.80870(W) AD(       ) 2
 JX1892
 JX1892.Superseded values are not recommended for survey control.
 JX1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1892.See file dsdata.txt to determine how the superseded data were derived.
 JX1892
 JX1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7079369418(NAD 83)
 JX1892_MARKER: DE = TRAVERSE STATION DISK
 JX1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1892+STABILITY: SURFACE MOTION
 JX1892
 JX1892  HISTORY     - Date     Condition        Report By
 JX1892  HISTORY     - 1941     MONUMENTED       WVGS
 JX1892
 JX1892                          STATION DESCRIPTION
 JX1892
 JX1892'DESCRIBED BY WEST VIRGINIA GEODETIC SURVEY 1941 (GWL)
 JX1892'STATION IS ABOUT 2.1 MILES BY ROAD W BY S OF THE BUSINESS DISTRICT OF
 JX1892'FAIRMONT, ON THE
 JX1892'EMBANKMENT BETWEEN U.S. HIGHWAY 19 AND THE TROLLEY
 JX1892'TRACKS ABOUT, 0.15 MILE WESTWARD
 JX1892'FROM THE INTERSECTION OF U.S.
 JX1892'HIGHWAY 19 AND COUNTRY CLUB ROAD.  IT IS ABOUT 15
 JX1892'FEET FROM THE
 JX1892'TROLLEY TRACKS AND ABOUT 20 FEET FROM THE EDGE OF THE PAVED
 JX1892'HIGHWAY.
 JX1892'
 JX1892'STATION MARK IS A STANDARD STATE SURVEY TRAVERSE DISK OF THE
 JX1892'WEST VIRGINIA
 JX1892'GEODETIC SURVEY, NOT STAMPED, SET IN A 6-INCH SQUARE
 JX1892'CONCRETE POST, FLUSH WITH THE
 JX1892'GROUND.  IT IS LOCATED BY TRAVERSE
 JX1892'FROM STATION WATSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0893 ***********************************************************************
 JW0893  DESIGNATION -  1 WVUNIV
 JW0893  PID         -  JW0893
 JW0893  STATE/COUNTY-  WV/MONONGALIA
 JW0893  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0893
 JW0893                         *CURRENT SURVEY CONTROL
 JW0893  ___________________________________________________________________
 JW0893* NAD 83(1986)-  39 38 02.     (N)    079 57 11.     (W)     SCALED    
 JW0893* NAVD 88     -       294.743  (meters)     967.00   (feet)  ADJUSTED  
 JW0893  ___________________________________________________________________
 JW0893  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JW0893  DYNAMIC HT  -         294.569 (meters)     966.43  (feet)  COMP
 JW0893  MODELED GRAV-     980,027.0   (mgal)                       NAVD 88
 JW0893
 JW0893  VERT ORDER  -  FIRST     CLASS II
 JW0893
 JW0893.The horizontal coordinates were scaled from a topographic map and have
 JW0893.an estimated accuracy of +/- 6 seconds.
 JW0893
 JW0893.The orthometric height was determined by differential leveling
 JW0893.and adjusted by the National Geodetic Survey in June 1991..
 JW0893
 JW0893.The geoid height was determined by GEOID03.
 JW0893
 JW0893.The dynamic height is computed by dividing the NAVD 88
 JW0893.geopotential number by the normal gravity value computed on the
 JW0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0893.degrees latitude (g = 980.6199 gals.).
 JW0893
 JW0893.The modeled gravity was interpolated from observed gravity values.
 JW0893
 JW0893;                    North         East    Units  Estimated Accuracy
 JW0893;SPC WV N     -   125,980.      561,110.      MT  (+/- 180 meters Scaled)
 JW0893
 JW0893                          SUPERSEDED SURVEY CONTROL
 JW0893
 JW0893  NGVD 29 (??/??/92)  294.857  (m)          967.38   (f) ADJ UNCH    1 2
 JW0893
 JW0893.Superseded values are not recommended for survey control.
 JW0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0893.See file dsdata.txt to determine how the superseded data were derived.
 JW0893
 JW0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND898876(NAD 83)
 JW0893_MARKER: DD = SURVEY DISK
 JW0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0893_STAMPING: W V U NO 1 1935
 JW0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0893+STABILITY: SURFACE MOTION
 JW0893
 JW0893  HISTORY     - Date     Condition        Report By
 JW0893  HISTORY     - 1935     MONUMENTED       WVUNI
 JW0893  HISTORY     - 1962     GOOD             NGS
 JW0893  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0893
 JW0893                          STATION DESCRIPTION
 JW0893
 JW0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JW0893'AT MORGANTOWN.
 JW0893'AT MORGANTOWN, MONONGALIA COUNTY, 33 FEET SOUTH OF THE WEST ENTRANCE
 JW0893'OF THE ARMORY, 4 FEET WEST OF THE ARMORY WALL, AND 6 FEET EAST
 JW0893'OF THE SIDEWALK.  A WEST VIRGINIA UNIVERSITY BRONZE TABLET,
 JW0893'STAMPED W. V. U. NO. 1 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JW0893
 JW0893                          STATION RECOVERY (1983)
 JW0893
 JW0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0893'NOT RECOVERED, THE PHYSICAL PLANT SUPERVISOR SAID THE MARK WAS
 JW0893'DESTROYED DURING THE BUILDING OF A 3-LEVEL PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2038 ***********************************************************************
 HX2038  DESIGNATION -  10 JJ S
 HX2038  PID         -  HX2038
 HX2038  STATE/COUNTY-  WV/KANAWHA
 HX2038  USGS QUAD   -  BELLE (1977)
 HX2038
 HX2038                         *CURRENT SURVEY CONTROL
 HX2038  ___________________________________________________________________
 HX2038* NAD 83(1986)-  38 13 30.     (N)    081 31 45.     (W)     SCALED    
 HX2038* NAVD 88     -       185.988  (meters)     610.20   (feet)  ADJUSTED  
 HX2038  ___________________________________________________________________
 HX2038  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HX2038  DYNAMIC HT  -         185.857 (meters)     609.77  (feet)  COMP
 HX2038  MODELED GRAV-     979,923.3   (mgal)                       NAVD 88
 HX2038
 HX2038  VERT ORDER  -  FIRST     CLASS II
 HX2038
 HX2038.The horizontal coordinates were scaled from a topographic map and have
 HX2038.an estimated accuracy of +/- 6 seconds.
 HX2038
 HX2038.The orthometric height was determined by differential leveling
 HX2038.and adjusted by the National Geodetic Survey in June 1991..
 HX2038
 HX2038.The geoid height was determined by GEOID03.
 HX2038
 HX2038.The dynamic height is computed by dividing the NAVD 88
 HX2038.geopotential number by the normal gravity value computed on the
 HX2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2038.degrees latitude (g = 980.6199 gals.).
 HX2038
 HX2038.The modeled gravity was interpolated from observed gravity values.
 HX2038
 HX2038;                    North         East    Units  Estimated Accuracy
 HX2038;SPC WV S     -   136,090.      553,670.      MT  (+/- 180 meters Scaled)
 HX2038
 HX2038                          SUPERSEDED SURVEY CONTROL
 HX2038
 HX2038  NGVD 29 (??/??/92)  186.183  (m)          610.84   (f) ADJ UNCH    1 2
 HX2038
 HX2038.Superseded values are not recommended for survey control.
 HX2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2038.See file dsdata.txt to determine how the superseded data were derived.
 HX2038
 HX2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC536309(NAD 83)
 HX2038_MARKER: DD = SURVEY DISK
 HX2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2038_STAMPING: 611 JJ S 1956
 HX2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2038+STABILITY: SURFACE MOTION
 HX2038
 HX2038  HISTORY     - Date     Condition        Report By
 HX2038  HISTORY     - 1956     MONUMENTED       USGS
 HX2038  HISTORY     - 1959     GOOD             NGS
 HX2038
 HX2038                          STATION DESCRIPTION
 HX2038
 HX2038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX2038'1.2 MI SE FROM BELLE.
 HX2038'ABOUT 1.15 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2038'FROM THE STATION AT BELLE, 0.25 MILE NORTHWEST OF MILEPOST 138,
 HX2038'UNDER THE NORTHWEST EDGE OF THE U.S. HIGHWAY 21 AND 60 OVERPASS
 HX2038'OVER THE TRACK, 19 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 HX2038'4 1/2 FEET NORTH OF THE EAST CORNER OF THE NORTHWEST LEG OF THE
 HX2038'FIRST PIER SOUTHWEST OF THE TRACK, 3 FEET NORTHEAST OF THE NORTHEAST
 HX2038'FACE OF THE PIER, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 HX2038'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 HX2038'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1920 ***********************************************************************
 JX1920  DESIGNATION -  10 WVGS 1941
 JX1920  PID         -  JX1920
 JX1920  STATE/COUNTY-  WV/HARRISON
 JX1920  USGS QUAD   -  SHINNSTON (1977)
 JX1920
 JX1920                         *CURRENT SURVEY CONTROL
 JX1920  ___________________________________________________________________
 JX1920* NAD 83(1995)-  39 22 33.67631(N)    080 18 41.13202(W)     ADJUSTED  
 JX1920* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 JX1920  ___________________________________________________________________
 JX1920  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 JX1920  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JX1920
 JX1920  HORZ ORDER  -  SECOND
 JX1920
 JX1920.The horizontal coordinates were established by classical geodetic methods
 JX1920.and adjusted by the National Geodetic Survey in April 1998..
 JX1920
 JX1920.The orthometric height was scaled from a topographic map.
 JX1920
 JX1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1920
 JX1920.The geoid height was determined by GEOID03.
 JX1920
 JX1920;                    North         East     Units Scale Factor Converg.
 JX1920;SPC WV N     -    97,568.748   530,087.114   MT  0.99995021   -0 31 03.0
 JX1920;UTM  17      - 4,358,731.505   559,308.274   MT  0.99964331   +0 26 12.7
 JX1920
 JX1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1920!SPC WV N     -   0.99995589  x   0.99995021  =   0.99990610
 JX1920!UTM  17      -   0.99995589  x   0.99964331  =   0.99959922
 JX1920
 JX1920:                Primary Azimuth Mark                     Grid Az
 JX1920:SPC WV N     -  11 WVGS 1941                             028 00 39.5
 JX1920:UTM  17      -  11 WVGS 1941                             027 03 23.8
 JX1920
 JX1920|---------------------------------------------------------------------|
 JX1920| PID    Reference Object                     Distance      Geod. Az  |
 JX1920|                                                           dddmmss.s |
 JX1920| JX1921 11 WVGS 1941                        483.203 METERS 0272936.5 |
 JX1920| JX1919 ROBINSON                             42.766 METERS 22419     |
 JX1920|---------------------------------------------------------------------|
 JX1920
 JX1920                          SUPERSEDED SURVEY CONTROL
 JX1920
 JX1920  NAD 83(1986)-  39 22 33.67931(N)    080 18 41.14014(W) AD(       ) 2
 JX1920  NAD 27      -  39 22 33.36030(N)    080 18 41.82430(W) AD(       ) 2
 JX1920
 JX1920.Superseded values are not recommended for survey control.
 JX1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1920.See file dsdata.txt to determine how the superseded data were derived.
 JX1920
 JX1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5930858732(NAD 83)
 JX1920_MARKER: DE = TRAVERSE STATION DISK
 JX1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1920_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1920+STABILITY: SURFACE MOTION
 JX1920
 JX1920  HISTORY     - Date     Condition        Report By
 JX1920  HISTORY     - 1941     MONUMENTED       WVGS
 JX1920
 JX1920                          STATION DESCRIPTION
 JX1920
 JX1920'DESCRIBED BY WEST VIRGINIA GEODETIC SURVEY 1941 (GWL)
 JX1920'THE STATION IS ABOUT 1-1/2 MILES SW OF SHINNSTON IN THE SW
 JX1920'INTERSECTION OF U.S.
 JX1920'HIGHWAY 19 AND STATE HIGHWAY 20.  IT IS 100 FEET SW OF THE
 JX1920'INTERSECTION OF THE TWO
 JX1920'HIGHWAYS IN THE GRASS LAWN OF THE WEEPING
 JX1920'WILLOW SERVICE STATION, 25 FEET N OF THE N
 JX1920'BRICK POST OF THE
 JX1920'SERVICE STATION, 1 FOOT NW OF A CURB BORDERING THE CINDER
 JX1920'DRIVE TO THE
 JX1920'SERVICE STATION AND 1 FOOT N BY E OF A SIDEWALK LEADING TO
 JX1920'THE HOME OF C.B. BICE.
 JX1920'IT IS A STANDARD STATE SURVEY TRAVERSE
 JX1920'DISK OF THE WEST VIRGINIA GEODETIC SURVEY,
 JX1920'NOT STAMPED, SET IN A
 JX1920'6-INCH SQUARE LIMESTONE POST SET 6 INCHES BELOW THE SURFACE
 JX1920'AND COVERED
 JX1920'BY A REMOVABLE SQUARE PIECE OF SOD.
 JX1920'
 JX1920'LOCATED BY TRAVERSE FROM TRIANGULATION STATION ROBINSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1960 ***********************************************************************
 HX1960  DESIGNATION -  1006
 HX1960  PID         -  HX1960
 HX1960  STATE/COUNTY-  WV/NICHOLAS
 HX1960  USGS QUAD   -  ANSTED (1976)
 HX1960
 HX1960                         *CURRENT SURVEY CONTROL
 HX1960  ___________________________________________________________________
 HX1960* NAD 83(1986)-  38 12 14.     (N)    081 00 51.     (W)     SCALED    
 HX1960* NAVD 88     -       306.266  (meters)    1004.81   (feet)  ADJUSTED  
 HX1960  ___________________________________________________________________
 HX1960  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HX1960  DYNAMIC HT  -         306.038 (meters)    1004.06  (feet)  COMP
 HX1960  MODELED GRAV-     979,875.8   (mgal)                       NAVD 88
 HX1960
 HX1960  VERT ORDER  -  SECOND    CLASS 0
 HX1960
 HX1960.The horizontal coordinates were scaled from a topographic map and have
 HX1960.an estimated accuracy of +/- 6 seconds.
 HX1960
 HX1960.The orthometric height was determined by differential leveling
 HX1960.and adjusted by the National Geodetic Survey in June 1991..
 HX1960
 HX1960.The geoid height was determined by GEOID03.
 HX1960
 HX1960.The dynamic height is computed by dividing the NAVD 88
 HX1960.geopotential number by the normal gravity value computed on the
 HX1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1960.degrees latitude (g = 980.6199 gals.).
 HX1960
 HX1960.The modeled gravity was interpolated from observed gravity values.
 HX1960
 HX1960;                    North         East    Units  Estimated Accuracy
 HX1960;SPC WV S     -   133,620.      598,760.      MT  (+/- 180 meters Scaled)
 HX1960
 HX1960                          SUPERSEDED SURVEY CONTROL
 HX1960
 HX1960  NGVD 29 (??/??/92)  306.441  (m)         1005.38   (f) ADJ UNCH    2 0
 HX1960
 HX1960.Superseded values are not recommended for survey control.
 HX1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1960.See file dsdata.txt to determine how the superseded data were derived.
 HX1960
 HX1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC987284(NAD 83)
 HX1960_MARKER: DD = SURVEY DISK
 HX1960_SETTING: 66 = SET IN ROCK OUTCROP
 HX1960_SP_SET: ROCK LEDGE
 HX1960_STAMPING: 1006
 HX1960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1960+STABILITY: POSITION/ELEVATION WELL
 HX1960
 HX1960  HISTORY     - Date     Condition        Report By
 HX1960  HISTORY     - UNK      MONUMENTED       USGS
 HX1960  HISTORY     - 1961     GOOD             NGS
 HX1960
 HX1960                          STATION DESCRIPTION
 HX1960
 HX1960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1960'7.2 MI S FROM DRENNEN.
 HX1960'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HX1960'OF STATE HIGHWAY 39 AT DRENNEN, THENCE 4.85 MILES SOUTH ALONG A
 HX1960'GRADED ROAD, THENCE 1.1 MILES SOUTH ALONG THE OLD ABANDONED WOODS
 HX1960'FERRY ROAD, ALONG THE NORTH BANK OF THE GAULEY RIVER, SET ON THE
 HX1960'TOP OF A LEDGE OF ROCK THAT IS 30 FEET LONG AND 30 FEET WIDE AND
 HX1960'ABOUT 25 FEET HIGH, 9 FEET NORTHWEST OF THE CENTER LINE OF THE
 HX1960'ABANDONED ROAD, 27 FEET NORTH OF AN 19-INCH BLAZED LONE SPRUCE
 HX1960'TREE, 25 FEET NORTHWEST OF THE NORTHWEST EDGE OF A LARGE FLAT ROCK
 HX1960'THAT EXTENDS OUT INTO THE RIVER AND 3 FEET ABOVE THE LEVEL OF THE
 HX1960'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0155 ***********************************************************************
 JX0155  DESIGNATION -  1006
 JX0155  PID         -  JX0155
 JX0155  STATE/COUNTY-  WV/HARRISON
 JX0155  USGS QUAD   -  CLARKSBURG (1976)
 JX0155
 JX0155                         *CURRENT SURVEY CONTROL
 JX0155  ___________________________________________________________________
 JX0155* NAD 83(1986)-  39 16 49.     (N)    080 20 18.     (W)     SCALED    
 JX0155* NAVD 88     -       307.017  (meters)    1007.27   (feet)  ADJUSTED  
 JX0155  ___________________________________________________________________
 JX0155  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JX0155  DYNAMIC HT  -         306.825 (meters)    1006.64  (feet)  COMP
 JX0155  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 JX0155
 JX0155  VERT ORDER  -  SECOND    CLASS 0
 JX0155
 JX0155.The horizontal coordinates were scaled from a topographic map and have
 JX0155.an estimated accuracy of +/- 6 seconds.
 JX0155
 JX0155.The orthometric height was determined by differential leveling
 JX0155.and adjusted by the National Geodetic Survey in June 1991..
 JX0155
 JX0155.The geoid height was determined by GEOID03.
 JX0155
 JX0155.The dynamic height is computed by dividing the NAVD 88
 JX0155.geopotential number by the normal gravity value computed on the
 JX0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0155.degrees latitude (g = 980.6199 gals.).
 JX0155
 JX0155.The modeled gravity was interpolated from observed gravity values.
 JX0155
 JX0155;                    North         East    Units  Estimated Accuracy
 JX0155;SPC WV N     -    86,960.      527,670.      MT  (+/- 180 meters Scaled)
 JX0155
 JX0155                          SUPERSEDED SURVEY CONTROL
 JX0155
 JX0155  NGVD 29 (??/??/92)  307.200  (m)         1007.87   (f) ADJ UNCH    2 0
 JX0155
 JX0155.Superseded values are not recommended for survey control.
 JX0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0155.See file dsdata.txt to determine how the superseded data were derived.
 JX0155
 JX0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND570480(NAD 83)
 JX0155_MARKER: DD = SURVEY DISK
 JX0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0155_SP_SET: BUILDING
 JX0155_STAMPING: 1006
 JX0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0155
 JX0155  HISTORY     - Date     Condition        Report By
 JX0155  HISTORY     - UNK      MONUMENTED       USGS
 JX0155  HISTORY     - 1933     GOOD             NGS
 JX0155  HISTORY     - 1966     GOOD             NGS
 JX0155
 JX0155                          STATION DESCRIPTION
 JX0155
 JX0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JX0155'AT CLARKSBURG.
 JX0155'AT CORNER OF PIKE AND THIRD STREETS IN THE NORTH WEST CORNER OF
 JX0155'OLD BRICK POST OFFICE BUILDING, 1 FT. FROM CORNER ON PIKE ST.
 JX0155'SIDE.  3 FT. ABOVE SIDEWALK LEVEL AND IN GRANITE MASONERY.
 JX0155
 JX0155                          STATION RECOVERY (1966)
 JX0155
 JX0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JX0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0703 ***********************************************************************
 JW0703  DESIGNATION -  1007
 JW0703  PID         -  JW0703
 JW0703  STATE/COUNTY-  WV/GRANT
 JW0703  USGS QUAD   -  RIG (1981)
 JW0703
 JW0703                         *CURRENT SURVEY CONTROL
 JW0703  ___________________________________________________________________
 JW0703* NAD 83(1986)-  39 02 35.     (N)    079 06 51.     (W)     SCALED    
 JW0703* NAVD 88     -       306.746  (meters)    1006.38   (feet)  ADJUSTED  
 JW0703  ___________________________________________________________________
 JW0703  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JW0703  DYNAMIC HT  -         306.547 (meters)    1005.73  (feet)  COMP
 JW0703  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 JW0703
 JW0703  VERT ORDER  -  SECOND    CLASS 0
 JW0703
 JW0703.The horizontal coordinates were scaled from a topographic map and have
 JW0703.an estimated accuracy of +/- 6 seconds.
 JW0703
 JW0703.The orthometric height was determined by differential leveling
 JW0703.and adjusted by the National Geodetic Survey in June 1991..
 JW0703
 JW0703.The geoid height was determined by GEOID03.
 JW0703
 JW0703.The dynamic height is computed by dividing the NAVD 88
 JW0703.geopotential number by the normal gravity value computed on the
 JW0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0703.degrees latitude (g = 980.6199 gals.).
 JW0703
 JW0703.The modeled gravity was interpolated from observed gravity values.
 JW0703
 JW0703;                    North         East    Units  Estimated Accuracy
 JW0703;SPC WV N     -    60,360.      633,400.      MT  (+/- 180 meters Scaled)
 JW0703
 JW0703                          SUPERSEDED SURVEY CONTROL
 JW0703
 JW0703  NGVD 29 (??/??/92)  306.891  (m)         1006.86   (f) ADJ UNCH    2 0
 JW0703
 JW0703.Superseded values are not recommended for survey control.
 JW0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0703.See file dsdata.txt to determine how the superseded data were derived.
 JW0703
 JW0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD632232(NAD 83)
 JW0703_MARKER: DD = SURVEY DISK
 JW0703_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0703_SP_SET: BRIDGE
 JW0703_STAMPING: 1007 W VA
 JW0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0703
 JW0703  HISTORY     - Date     Condition        Report By
 JW0703  HISTORY     - UNK      MONUMENTED       CGS
 JW0703  HISTORY     - 1935     GOOD             NGS
 JW0703  HISTORY     - 1941     GOOD             NGS
 JW0703
 JW0703                          STATION DESCRIPTION
 JW0703
 JW0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0703'4 MI N FROM PETERSBURG.
 JW0703'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE GRANT COUNTY
 JW0703'BANK AT PETERSBURG, GRANT COUNTY, THENCE ABOUT 0.1 MILE EAST
 JW0703'ALONG A SIDE ROAD, ABOUT 375 FEET NORTHWEST OF A 2-STORY WHITE
 JW0703'FARMHOUSE, AT A STEEL BRIDGE OVER LUNICE CREEK, IN THE TOP OF THE
 JW0703'SOUTH END OF THE WEST STONE ABUTMENT, 10.5 FEET SOUTH OF THE
 JW0703'CENTER LINE OF THE BRIDGE, AND ABOUT 2 FEET LOWER THAN THE BRIDGE
 JW0703'FLOOR.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JW0703'1007 W. VA.
 JW0703
 JW0703                          STATION RECOVERY (1941)
 JW0703
 JW0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JW0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2275 ***********************************************************************
 HX2275  DESIGNATION -  101+00
 HX2275  PID         -  HX2275
 HX2275  STATE/COUNTY-  WV/PUTNAM
 HX2275  USGS QUAD   -  WINFIELD (1989)
 HX2275
 HX2275                         *CURRENT SURVEY CONTROL
 HX2275  ___________________________________________________________________
 HX2275* NAD 83(1986)-  38 32 40.     (N)    081 52 53.     (W)     SCALED    
 HX2275* NAVD 88     -       175.383  (meters)     575.40   (feet)  ADJUSTED  
 HX2275  ___________________________________________________________________
 HX2275  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HX2275  DYNAMIC HT  -         175.265 (meters)     575.02  (feet)  COMP
 HX2275  MODELED GRAV-     979,949.4   (mgal)                       NAVD 88
 HX2275
 HX2275  VERT ORDER  -  FIRST     CLASS II
 HX2275
 HX2275.The horizontal coordinates were scaled from a topographic map and have
 HX2275.an estimated accuracy of +/- 6 seconds.
 HX2275
 HX2275.The orthometric height was determined by differential leveling
 HX2275.and adjusted by the National Geodetic Survey in June 1991..
 HX2275
 HX2275.The geoid height was determined by GEOID03.
 HX2275
 HX2275.The dynamic height is computed by dividing the NAVD 88
 HX2275.geopotential number by the normal gravity value computed on the
 HX2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2275.degrees latitude (g = 980.6199 gals.).
 HX2275
 HX2275.The modeled gravity was interpolated from observed gravity values.
 HX2275
 HX2275;                    North         East    Units  Estimated Accuracy
 HX2275;SPC WV S     -   171,780.      523,170.      MT  (+/- 180 meters Scaled)
 HX2275
 HX2275                          SUPERSEDED SURVEY CONTROL
 HX2275
 HX2275  NGVD 29 (??/??/92)  175.583  (m)          576.06   (f) ADJ UNCH    1 2
 HX2275
 HX2275.Superseded values are not recommended for survey control.
 HX2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2275.See file dsdata.txt to determine how the superseded data were derived.
 HX2275
 HX2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC231665(NAD 83)
 HX2275_MARKER: Z = SEE DESCRIPTION
 HX2275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2275_SP_SET: VERTICAL RAIL
 HX2275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2275
 HX2275  HISTORY     - Date     Condition        Report By
 HX2275  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2275  HISTORY     - 1956     GOOD             NGS
 HX2275
 HX2275                          STATION DESCRIPTION
 HX2275
 HX2275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2275'1 MI NE FROM RED HOUSE.
 HX2275'ABOUT 1.0 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2275'FROM THE STATION AT RED HOUSE, 5 FEET SOUTHWEST OF MILE POST
 HX2275'COR 101, 1 FOOT NORTHEAST OF A FENCE LINE AND IS THE TOP OF A
 HX2275'VERTICAL RAIL PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0843 ***********************************************************************
 JW0843  DESIGNATION -  1011.7
 JW0843  PID         -  JW0843
 JW0843  STATE/COUNTY-  WV/TAYLOR
 JW0843  USGS QUAD   -  THORNTON (1976)
 JW0843
 JW0843                         *CURRENT SURVEY CONTROL
 JW0843  ___________________________________________________________________
 JW0843* NAD 83(1986)-  39 16 04.     (N)    079 59 08.     (W)     SCALED    
 JW0843* NAVD 88     -       308.193  (meters)    1011.13   (feet)  ADJUSTED  
 JW0843  ___________________________________________________________________
 JW0843  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JW0843  DYNAMIC HT  -         307.994 (meters)    1010.48  (feet)  COMP
 JW0843  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 JW0843
 JW0843  VERT ORDER  -  FIRST     CLASS II
 JW0843
 JW0843.The horizontal coordinates were scaled from a topographic map and have
 JW0843.an estimated accuracy of +/- 6 seconds.
 JW0843
 JW0843.The orthometric height was determined by differential leveling
 JW0843.and adjusted by the National Geodetic Survey in June 1991..
 JW0843
 JW0843.The geoid height was determined by GEOID03.
 JW0843
 JW0843.The dynamic height is computed by dividing the NAVD 88
 JW0843.geopotential number by the normal gravity value computed on the
 JW0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0843.degrees latitude (g = 980.6199 gals.).
 JW0843
 JW0843.The modeled gravity was interpolated from observed gravity values.
 JW0843
 JW0843;                    North         East    Units  Estimated Accuracy
 JW0843;SPC WV N     -    85,350.      558,100.      MT  (+/- 180 meters Scaled)
 JW0843
 JW0843                          SUPERSEDED SURVEY CONTROL
 JW0843
 JW0843  NGVD 29 (??/??/92)  308.381  (m)         1011.75   (f) ADJ UNCH    1 2
 JW0843
 JW0843.Superseded values are not recommended for survey control.
 JW0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0843.See file dsdata.txt to determine how the superseded data were derived.
 JW0843
 JW0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND875469(NAD 83)
 JW0843_MARKER: Q = CHISELED SQUARE
 JW0843_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0843_SP_SET: BRIDGE
 JW0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0843
 JW0843  HISTORY     - Date     Condition        Report By
 JW0843  HISTORY     - UNK      MONUMENTED       CGS
 JW0843  HISTORY     - 1957     MARK NOT FOUND   NGS
 JW0843
 JW0843                          STATION DESCRIPTION
 JW0843
 JW0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JW0843'7 MI SE FROM GRAFTON.
 JW0843'7.0 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0843'THE STATION AT GRAFTON, TAYLOR COUNTY, ABOUT 11 1/2 RAILS SOUTH
 JW0843'OF THE FLAG STATION AT CECIL, ABOUT 60 FEET SOUTHEAST OF THE POST
 JW0843'OFFICE, AT BRIDGE 6 A, OVER A SMALL STREAM, ON THE NORTHEAST
 JW0843'CORNER OF THE SOUTH BRIDGE SEAT, 12 FEET EAST OF THE CENTER LINE
 JW0843'OF THE TRACK, AND 2 FEET LOWER THAN THE RAIL.  A CHISELED SQUARE.
 JW0843'NOTE-- SUBMERGED IN TYGART RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0050 ***********************************************************************
 JX0050  DESIGNATION -  1013
 JX0050  PID         -  JX0050
 JX0050  STATE/COUNTY-  WV/WETZEL
 JX0050  USGS QUAD   -  HUNDRED (1976)
 JX0050
 JX0050                         *CURRENT SURVEY CONTROL
 JX0050  ___________________________________________________________________
 JX0050* NAD 83(1986)-  39 41 07.     (N)    080 27 35.     (W)     SCALED    
 JX0050* NAVD 88     -       308.736  (meters)    1012.91   (feet)  ADJUSTED  
 JX0050  ___________________________________________________________________
 JX0050  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JX0050  DYNAMIC HT  -         308.556 (meters)    1012.32  (feet)  COMP
 JX0050  MODELED GRAV-     980,034.2   (mgal)                       NAVD 88
 JX0050
 JX0050  VERT ORDER  -  FIRST     CLASS II
 JX0050
 JX0050.The horizontal coordinates were scaled from a topographic map and have
 JX0050.an estimated accuracy of +/- 6 seconds.
 JX0050
 JX0050.The orthometric height was determined by differential leveling
 JX0050.and adjusted by the National Geodetic Survey in June 1991..
 JX0050
 JX0050.The geoid height was determined by GEOID03.
 JX0050
 JX0050.The dynamic height is computed by dividing the NAVD 88
 JX0050.geopotential number by the normal gravity value computed on the
 JX0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0050.degrees latitude (g = 980.6199 gals.).
 JX0050
 JX0050.The modeled gravity was interpolated from observed gravity values.
 JX0050
 JX0050;                    North         East    Units  Estimated Accuracy
 JX0050;SPC WV N     -   132,030.      517,680.      MT  (+/- 180 meters Scaled)
 JX0050
 JX0050                          SUPERSEDED SURVEY CONTROL
 JX0050
 JX0050  NGVD 29 (??/??/92)  308.886  (m)         1013.40   (f) ADJ UNCH    1 2
 JX0050
 JX0050.Superseded values are not recommended for survey control.
 JX0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0050.See file dsdata.txt to determine how the superseded data were derived.
 JX0050
 JX0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND463929(NAD 83)
 JX0050_MARKER: DD = SURVEY DISK
 JX0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0050_SP_SET: BRIDGE
 JX0050_STAMPING: 1013 GRAFTON 1902
 JX0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0050
 JX0050  HISTORY     - Date     Condition        Report By
 JX0050  HISTORY     - 1902     MONUMENTED       USGS
 JX0050  HISTORY     - 1934     GOOD             NGS
 JX0050
 JX0050                          STATION DESCRIPTION
 JX0050
 JX0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JX0050'AT HUNDRED.
 JX0050'AT HUNDRED, WETZEL COUNTY, 75 FEET NORTHEAST OF POLE 334+40,
 JX0050'AND IN THE TOP OF THE EAST CAPSTONE OF THE NORTH ABUTMENT OF THE
 JX0050'BALTIMORE AND OHIO BRIDGE OVER FISH CREEK, A UNITED STATES GEOGOGICAL
 JX0050'SURVEY STANDARD DISK, STAMPED 1013 GRAFTON 1902.  NOTE-- PREVIOUSLY
 JX0050'DESIGNATED 160 (BORR)=1013(USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0733 ***********************************************************************
 JW0733  DESIGNATION -  1020
 JW0733  PID         -  JW0733
 JW0733  STATE/COUNTY-  WV/MINERAL
 JW0733  USGS QUAD   -  WESTERNPORT (1981)
 JW0733
 JW0733                         *CURRENT SURVEY CONTROL
 JW0733  ___________________________________________________________________
 JW0733* NAD 83(1986)-  39 28 16.     (N)    079 04 59.     (W)     SCALED    
 JW0733* NAVD 88     -       310.994  (meters)    1020.32   (feet)  ADJUSTED  
 JW0733  ___________________________________________________________________
 JW0733  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JW0733  DYNAMIC HT  -         310.781 (meters)    1019.62  (feet)  COMP
 JW0733  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 JW0733
 JW0733  VERT ORDER  -  SECOND    CLASS 0
 JW0733
 JW0733.The horizontal coordinates were scaled from a topographic map and have
 JW0733.an estimated accuracy of +/- 6 seconds.
 JW0733
 JW0733.The orthometric height was determined by differential leveling
 JW0733.and adjusted by the National Geodetic Survey in June 1991..
 JW0733
 JW0733.The geoid height was determined by GEOID03.
 JW0733
 JW0733.The dynamic height is computed by dividing the NAVD 88
 JW0733.geopotential number by the normal gravity value computed on the
 JW0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0733.degrees latitude (g = 980.6199 gals.).
 JW0733
 JW0733.The modeled gravity was interpolated from observed gravity values.
 JW0733
 JW0733;                    North         East    Units  Estimated Accuracy
 JW0733;SPC WV N     -   107,890.      635,880.      MT  (+/- 180 meters Scaled)
 JW0733
 JW0733                          SUPERSEDED SURVEY CONTROL
 JW0733
 JW0733  NGVD 29 (??/??/92)  311.159  (m)         1020.86   (f) ADJ UNCH    2 0
 JW0733
 JW0733.Superseded values are not recommended for survey control.
 JW0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0733.See file dsdata.txt to determine how the superseded data were derived.
 JW0733
 JW0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD648708(NAD 83)
 JW0733_MARKER: DD = SURVEY DISK
 JW0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0733_SP_SET: BRIDGE
 JW0733_STAMPING: 1020
 JW0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0733
 JW0733  HISTORY     - Date     Condition        Report By
 JW0733  HISTORY     - UNK      MONUMENTED       USGS
 JW0733  HISTORY     - 1935     GOOD             NGS
 JW0733
 JW0733                          STATION DESCRIPTION
 JW0733
 JW0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0733'1.1 MI S FROM W VA CENTRAL JUNCTION.
 JW0733'1.1 MILES SOUTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0733'POTOMAC RIVER BRIDGE AT WEST VIRGINIA CENTRAL JUNCTION, MINERAL
 JW0733'COUNTY, AT A BRIDGE OVER PINEY SWAMP RUN, AT THE EAST STONE
 JW0733'ABUTMENT, IN THE TOP OF THE NORTHEAST CORNER OF THE BRIDGE SEAT,
 JW0733'8 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 7 FEET LOWER THAN
 JW0733'THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1020.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2274 ***********************************************************************
 HX2274  DESIGNATION -  102+00
 HX2274  PID         -  HX2274
 HX2274  STATE/COUNTY-  WV/PUTNAM
 HX2274  USGS QUAD   -  BANCROFT (1975)
 HX2274
 HX2274                         *CURRENT SURVEY CONTROL
 HX2274  ___________________________________________________________________
 HX2274* NAD 83(1986)-  38 32 12.     (N)    081 51 55.     (W)     SCALED    
 HX2274* NAVD 88     -       175.418  (meters)     575.52   (feet)  ADJUSTED  
 HX2274  ___________________________________________________________________
 HX2274  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HX2274  DYNAMIC HT  -         175.298 (meters)     575.12  (feet)  COMP
 HX2274  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 HX2274
 HX2274  VERT ORDER  -  FIRST     CLASS II
 HX2274
 HX2274.The horizontal coordinates were scaled from a topographic map and have
 HX2274.an estimated accuracy of +/- 6 seconds.
 HX2274
 HX2274.The orthometric height was determined by differential leveling
 HX2274.and adjusted by the National Geodetic Survey in June 1991..
 HX2274
 HX2274.The geoid height was determined by GEOID03.
 HX2274
 HX2274.The dynamic height is computed by dividing the NAVD 88
 HX2274.geopotential number by the normal gravity value computed on the
 HX2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2274.degrees latitude (g = 980.6199 gals.).
 HX2274
 HX2274.The modeled gravity was interpolated from observed gravity values.
 HX2274
 HX2274;                    North         East    Units  Estimated Accuracy
 HX2274;SPC WV S     -   170,910.      524,560.      MT  (+/- 180 meters Scaled)
 HX2274
 HX2274                          SUPERSEDED SURVEY CONTROL
 HX2274
 HX2274  NGVD 29 (??/??/92)  175.617  (m)          576.17   (f) ADJ UNCH    1 2
 HX2274
 HX2274.Superseded values are not recommended for survey control.
 HX2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2274.See file dsdata.txt to determine how the superseded data were derived.
 HX2274
 HX2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC245657(NAD 83)
 HX2274_MARKER: Z = SEE DESCRIPTION
 HX2274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2274_SP_SET: VERTICAL RAIL
 HX2274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2274
 HX2274  HISTORY     - Date     Condition        Report By
 HX2274  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2274  HISTORY     - 1935     GOOD             NGS
 HX2274
 HX2274                          STATION DESCRIPTION
 HX2274
 HX2274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2274'2 MI E FROM RED HOUSE.
 HX2274'2.0 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM RED
 HX2274'HOUSE, AT MILEPOST COR 102, AND WEST OF THE TRACK.  THE TOP OF A
 HX2274'VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0211 ***********************************************************************
 JX0211  DESIGNATION -  1023.21
 JX0211  PID         -  JX0211
 JX0211  STATE/COUNTY-  WV/LEWIS
 JX0211  USGS QUAD   -  WESTON (1977)
 JX0211
 JX0211                         *CURRENT SURVEY CONTROL
 JX0211  ___________________________________________________________________
 JX0211* NAD 83(1986)-  39 01 01.     (N)    080 28 34.     (W)     SCALED    
 JX0211* NAVD 88     -       311.818  (meters)    1023.02   (feet)  ADJUSTED  
 JX0211  ___________________________________________________________________
 JX0211  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JX0211  DYNAMIC HT  -         311.615 (meters)    1022.36  (feet)  COMP
 JX0211  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 JX0211
 JX0211  VERT ORDER  -  SECOND    CLASS 0
 JX0211
 JX0211.The horizontal coordinates were scaled from a topographic map and have
 JX0211.an estimated accuracy of +/- 6 seconds.
 JX0211
 JX0211.The orthometric height was determined by differential leveling
 JX0211.and adjusted by the National Geodetic Survey in June 1991..
 JX0211
 JX0211.The geoid height was determined by GEOID03.
 JX0211
 JX0211.The dynamic height is computed by dividing the NAVD 88
 JX0211.geopotential number by the normal gravity value computed on the
 JX0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0211.degrees latitude (g = 980.6199 gals.).
 JX0211
 JX0211.The modeled gravity was interpolated from observed gravity values.
 JX0211
 JX0211;                    North         East    Units  Estimated Accuracy
 JX0211;SPC WV S     -   224,000.      645,370.      MT  (+/- 180 meters Scaled)
 JX0211
 JX0211                          SUPERSEDED SURVEY CONTROL
 JX0211
 JX0211  NGVD 29 (??/??/92)  311.984  (m)         1023.57   (f) ADJ UNCH    2 0
 JX0211
 JX0211.Superseded values are not recommended for survey control.
 JX0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0211.See file dsdata.txt to determine how the superseded data were derived.
 JX0211
 JX0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND453187(NAD 83)
 JX0211_MARKER: Q = CHISELED SQUARE
 JX0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0211_SP_SET: BRIDGE
 JX0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0211
 JX0211  HISTORY     - Date     Condition        Report By
 JX0211  HISTORY     - UNK      MONUMENTED       USGS
 JX0211  HISTORY     - 1933     GOOD             NGS
 JX0211
 JX0211                          STATION DESCRIPTION
 JX0211
 JX0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JX0211'2 MI S FROM WESTON.
 JX0211'2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0211'STATION AT WESTON, LEWIS COUNTY, AT BROWNSVILLE, ON THE
 JX0211'NORTHEAST CORNER OF THE WEST ABUTMENT OF A COVERED BRIDGE,
 JX0211'3 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT HIGHER
 JX0211'THAN THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0166 ***********************************************************************
 JX0166  DESIGNATION -  103 A BORR
 JX0166  PID         -  JX0166
 JX0166  STATE/COUNTY-  WV/TAYLOR
 JX0166  USGS QUAD   -  GRAFTON (1976)
 JX0166
 JX0166                         *CURRENT SURVEY CONTROL
 JX0166  ___________________________________________________________________
 JX0166* NAD 83(1986)-  39 20 51.     (N)    080 02 22.     (W)     SCALED    
 JX0166* NAVD 88     -       299.484  (meters)     982.56   (feet)  ADJUSTED  
 JX0166  ___________________________________________________________________
 JX0166  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JX0166  DYNAMIC HT  -         299.297 (meters)     981.94  (feet)  COMP
 JX0166  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 JX0166
 JX0166  VERT ORDER  -  FIRST     CLASS II
 JX0166
 JX0166.The horizontal coordinates were scaled from a topographic map and have
 JX0166.an estimated accuracy of +/- 6 seconds.
 JX0166
 JX0166.The orthometric height was determined by differential leveling
 JX0166.and adjusted by the National Geodetic Survey in June 1991..
 JX0166
 JX0166.The geoid height was determined by GEOID03.
 JX0166
 JX0166.The dynamic height is computed by dividing the NAVD 88
 JX0166.geopotential number by the normal gravity value computed on the
 JX0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0166.degrees latitude (g = 980.6199 gals.).
 JX0166
 JX0166.The modeled gravity was interpolated from observed gravity values.
 JX0166
 JX0166;                    North         East    Units  Estimated Accuracy
 JX0166;SPC WV N     -    94,230.      553,500.      MT  (+/- 180 meters Scaled)
 JX0166
 JX0166                          SUPERSEDED SURVEY CONTROL
 JX0166
 JX0166  NGVD 29 (??/??/92)  299.674  (m)          983.18   (f) ADJ UNCH    1 2
 JX0166
 JX0166.Superseded values are not recommended for survey control.
 JX0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0166.See file dsdata.txt to determine how the superseded data were derived.
 JX0166
 JX0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND827557(NAD 83)
 JX0166_MARKER: B = BOLT
 JX0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0166_SP_SET: BRIDGE
 JX0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0166
 JX0166  HISTORY     - Date     Condition        Report By
 JX0166  HISTORY     - UNK      MONUMENTED       BORR
 JX0166  HISTORY     - 1943     GOOD             NGS
 JX0166  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0166
 JX0166                          STATION DESCRIPTION
 JX0166
 JX0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0166'1.8 MI NW FROM GRAFTON.
 JX0166'1.8 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0166'STATION AT GRAFTON, TAYLOR COUNTY, 125 FEET SOUTH OF THE CROSSING
 JX0166'OF OLD U.S. HIGHWAY 50 AND 15 FEET EAST OF AND ABOUT 7.0 FEET
 JX0166'BELOW THE CENTERLINE OF THE EAST TRACK.  IT IS THE TOP OF A
 JX0166'COPPER BOLT SET IN THE NORTH WINGWALL OF THE NORTHEAST ABUTMENT OF
 JX0166'BRIDGE 102.  THE TOP OF A COPPER BOLT SET IN DRILL HOLE.
 JX0166
 JX0166                          STATION RECOVERY (1983)
 JX0166
 JX0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0166'NOT RECOVERED, THE TRACKS HAVE BEEN BUILT UP AND THE MARK IS COVERED
 JX0166'BY DEBRIS AND GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2272 ***********************************************************************
 HX2272  DESIGNATION -  103+00
 HX2272  PID         -  HX2272
 HX2272  STATE/COUNTY-  WV/PUTNAM
 HX2272  USGS QUAD   -  BANCROFT (1975)
 HX2272
 HX2272                         *CURRENT SURVEY CONTROL
 HX2272  ___________________________________________________________________
 HX2272* NAD 83(1986)-  38 31 28.     (N)    081 51 18.     (W)     SCALED    
 HX2272* NAVD 88     -       177.37   (+/-2cm)     581.9    (feet)  VERTCON   
 HX2272  ___________________________________________________________________
 HX2272  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HX2272
 HX2272  VERT ORDER  -  ? (See Below)
 HX2272
 HX2272.The horizontal coordinates were scaled from a topographic map and have
 HX2272.an estimated accuracy of +/- 6 seconds.
 HX2272
 HX2272.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2272.The vertical order pertains to the NGVD 29 superseded value.
 HX2272
 HX2272.The geoid height was determined by GEOID03.
 HX2272
 HX2272;                    North         East    Units  Estimated Accuracy
 HX2272;SPC WV S     -   169,540.      525,450.      MT  (+/- 180 meters Scaled)
 HX2272
 HX2272                          SUPERSEDED SURVEY CONTROL
 HX2272
 HX2272  NGVD 29 (??/??/92)  177.571  (m)          582.58   (f) ADJ UNCH    ?  
 HX2272
 HX2272.Superseded values are not recommended for survey control.
 HX2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2272.See file dsdata.txt to determine how the superseded data were derived.
 HX2272
 HX2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC254643(NAD 83)
 HX2272_MARKER: Z = SEE DESCRIPTION
 HX2272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2272_SP_SET: VERTICAL RAIL
 HX2272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2272
 HX2272  HISTORY     - Date     Condition        Report By
 HX2272  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2272  HISTORY     - 1956     GOOD             NGS
 HX2272
 HX2272                          STATION DESCRIPTION
 HX2272
 HX2272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2272'0.9 MI NW FROM PLYMOUTH.
 HX2272'ABOUT 0.9 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2272'FROM THE ROAD CROSSING AT PLYMOUTH, 140 YARDS SOUTHEAST OF
 HX2272'CROSSING OF A PRIVATE ROAD SOUTHWEST TO A HOUSE, 15.1 FEET
 HX2272'SOUTHWEST OF SOUTHWEST RAIL, 3.8 FEET SOUTHEAST OF MILE POST
 HX2272'COR 103, 22 FEET NORTHEAST OF POWER POLE NO. 56-7268/1120 B 7,
 HX2272'ABOUT 3 FEET BELOW LEVEL OF TRACK AND IS THE TOP OF HIGHEST
 HX2272'POINT OF A VERTICAL RAIL PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0167 ***********************************************************************
 JX0167  DESIGNATION -  104 BORR
 JX0167  PID         -  JX0167
 JX0167  STATE/COUNTY-  WV/TAYLOR
 JX0167  USGS QUAD   -  GRAFTON (1976)
 JX0167
 JX0167                         *CURRENT SURVEY CONTROL
 JX0167  ___________________________________________________________________
 JX0167* NAD 83(1986)-  39 21 13.     (N)    080 02 24.     (W)     SCALED    
 JX0167* NAVD 88     -       301.363  (meters)     988.72   (feet)  ADJUSTED  
 JX0167  ___________________________________________________________________
 JX0167  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JX0167  DYNAMIC HT  -         301.174 (meters)     988.10  (feet)  COMP
 JX0167  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 JX0167
 JX0167  VERT ORDER  -  FIRST     CLASS II
 JX0167
 JX0167.The horizontal coordinates were scaled from a topographic map and have
 JX0167.an estimated accuracy of +/- 6 seconds.
 JX0167
 JX0167.The orthometric height was determined by differential leveling
 JX0167.and adjusted by the National Geodetic Survey in June 1991..
 JX0167
 JX0167.The geoid height was determined by GEOID03.
 JX0167
 JX0167.The dynamic height is computed by dividing the NAVD 88
 JX0167.geopotential number by the normal gravity value computed on the
 JX0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0167.degrees latitude (g = 980.6199 gals.).
 JX0167
 JX0167.The modeled gravity was interpolated from observed gravity values.
 JX0167
 JX0167;                    North         East    Units  Estimated Accuracy
 JX0167;SPC WV N     -    94,910.      553,460.      MT  (+/- 180 meters Scaled)
 JX0167
 JX0167                          SUPERSEDED SURVEY CONTROL
 JX0167
 JX0167  NGVD 29 (??/??/92)  301.557  (m)          989.36   (f) ADJ UNCH    1 2
 JX0167
 JX0167.Superseded values are not recommended for survey control.
 JX0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0167.See file dsdata.txt to determine how the superseded data were derived.
 JX0167
 JX0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND827564(NAD 83)
 JX0167_MARKER: B = BOLT
 JX0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0167_SP_SET: BRIDGE
 JX0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0167
 JX0167  HISTORY     - Date     Condition        Report By
 JX0167  HISTORY     - UNK      MONUMENTED       BORR
 JX0167  HISTORY     - 1943     GOOD             NGS
 JX0167  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0167
 JX0167                          STATION DESCRIPTION
 JX0167
 JX0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0167'2.2 MI NW FROM GRAFTON.
 JX0167'2.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0167'THE STATION AT GRAFTON, TAYLOR COUNTY, 0.1 MILE NORTHWEST OF
 JX0167'OVERPASS FOR OLD U.S. HIGHWAY 50, AND 7.0 FEET NORTHEAST OF AND
 JX0167'0.5 FOOT BELOW THE CENTERLINE OF THE NORTHEAST TRACK.  IT IS THE
 JX0167'TOP OF A COPPER BOLT SET IN THE NORTHWEST END OF THE NORTHEAST
 JX0167'STONE HEADWALL OF BRIDGE 1103.  THE TOP OF A COPPER BOLT SET IN
 JX0167'DRILL HOLE.
 JX0167
 JX0167                          STATION RECOVERY (1983)
 JX0167
 JX0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0167'NOT RECOVERED, COULD NOT LOCATE SMALL BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1442 ***********************************************************************
 HW1442  DESIGNATION -  1040
 HW1442  PID         -  HW1442
 HW1442  STATE/COUNTY-  WV/GRANT
 HW1442  USGS QUAD   -  PETERSBURG WEST (1995)
 HW1442
 HW1442                         *CURRENT SURVEY CONTROL
 HW1442  ___________________________________________________________________
 HW1442* NAD 83(1986)-  38 55 55.     (N)    079 10 16.     (W)     SCALED    
 HW1442* NAVD 88     -       316.586  (meters)    1038.67   (feet)  ADJUSTED  
 HW1442  ___________________________________________________________________
 HW1442  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HW1442  DYNAMIC HT  -         316.377 (meters)    1037.98  (feet)  COMP
 HW1442  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 HW1442
 HW1442  VERT ORDER  -  SECOND    CLASS 0
 HW1442
 HW1442.The horizontal coordinates were scaled from a topographic map and have
 HW1442.an estimated accuracy of +/- 6 seconds.
 HW1442
 HW1442.The orthometric height was determined by differential leveling
 HW1442.and adjusted by the National Geodetic Survey in June 1991..
 HW1442
 HW1442.The geoid height was determined by GEOID03.
 HW1442
 HW1442.The dynamic height is computed by dividing the NAVD 88
 HW1442.geopotential number by the normal gravity value computed on the
 HW1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1442.degrees latitude (g = 980.6199 gals.).
 HW1442
 HW1442.The modeled gravity was interpolated from observed gravity values.
 HW1442
 HW1442;                    North         East    Units  Estimated Accuracy
 HW1442;SPC WV N     -    48,010.      628,520.      MT  (+/- 180 meters Scaled)
 HW1442
 HW1442                          SUPERSEDED SURVEY CONTROL
 HW1442
 HW1442  NGVD 29 (??/??/92)  316.729  (m)         1039.14   (f) ADJ UNCH    2 0
 HW1442
 HW1442.Superseded values are not recommended for survey control.
 HW1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1442.See file dsdata.txt to determine how the superseded data were derived.
 HW1442
 HW1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD585108(NAD 83)
 HW1442_MARKER: N = NAIL
 HW1442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1442_SP_SET: TREE
 HW1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1442
 HW1442  HISTORY     - Date     Condition        Report By
 HW1442  HISTORY     - UNK      MONUMENTED       USGS
 HW1442  HISTORY     - 1954     GOOD             NGS
 HW1442
 HW1442                          STATION DESCRIPTION
 HW1442
 HW1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HW1442'4.7 MI SW FROM PETERSBURG.
 HW1442'4.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM PETERSBURG,
 HW1442'GRANT COUNTY, AT A GATE LEADING TO THE FIELD OF J. EDWARD BERGDOLE,
 HW1442'29 FEET SOUTHEAST OF THE INTERSECTION OF THE CENTERLINE OF THE
 HW1442'NORTHEAST-SOUTHWEST HIGHWAY AND PROLONGATION OF THE
 HW1442'NORTHWEST-SOUTHEAST FENCE LINE, 188 FEET NORTHEAST OF THE INTERSECTION
 HW1442'OF THE CENTERLINE OF THE HIGHWAY AND THE DRAIN FROM SOUTHWEST,
 HW1442'IN THE ROOT OF A CEDAR TREE, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0817 ***********************************************************************
 JW0817  DESIGNATION -  1041
 JW0817  PID         -  JW0817
 JW0817  STATE/COUNTY-  WV/TAYLOR
 JW0817  USGS QUAD   -  THORNTON (1976)
 JW0817
 JW0817                         *CURRENT SURVEY CONTROL
 JW0817  ___________________________________________________________________
 JW0817* NAD 83(1986)-  39 20 38.     (N)    079 56 39.     (W)     SCALED    
 JW0817* NAVD 88     -       317.207  (meters)    1040.70   (feet)  POSTED    
 JW0817  ___________________________________________________________________
 JW0817  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JW0817  DYNAMIC HT  -         317.010 (meters)    1040.06  (feet)  COMP
 JW0817  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 JW0817
 JW0817  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JW0817
 JW0817.The horizontal coordinates were scaled from a topographic map and have
 JW0817.an estimated accuracy of +/- 6 seconds.
 JW0817
 JW0817.The orthometric height was determined by differential leveling
 JW0817.and adjusted by the National Geodetic Survey in 1992..
 JW0817.No vertical observational check was made to the station.
 JW0817.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JW0817.was located on a no-check spur therefore a value was not computed.
 JW0817
 JW0817.The geoid height was determined by GEOID03.
 JW0817
 JW0817.The dynamic height is computed by dividing the NAVD 88
 JW0817.geopotential number by the normal gravity value computed on the
 JW0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0817.degrees latitude (g = 980.6199 gals.).
 JW0817
 JW0817.The modeled gravity was interpolated from observed gravity values.
 JW0817
 JW0817;                    North         East    Units  Estimated Accuracy
 JW0817;SPC WV N     -    93,780.      561,710.      MT  (+/- 180 meters Scaled)
 JW0817
 JW0817                          SUPERSEDED SURVEY CONTROL
 JW0817
 JW0817  NGVD 29 (??/??/92)  317.409  (m)         1041.37   (f) ADJ UNCH    1 2
 JW0817
 JW0817.Superseded values are not recommended for survey control.
 JW0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0817.See file dsdata.txt to determine how the superseded data were derived.
 JW0817
 JW0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND909554(NAD 83)
 JW0817_MARKER: DD = SURVEY DISK
 JW0817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0817_SP_SET: BRIDGE
 JW0817_STAMPING: 1041 ADJ 1903
 JW0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0817
 JW0817  HISTORY     - Date     Condition        Report By
 JW0817  HISTORY     - 1903     MONUMENTED       USGS
 JW0817  HISTORY     - 1935     GOOD             NGS
 JW0817  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0817
 JW0817                          STATION DESCRIPTION
 JW0817
 JW0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0817'0.1 MI W FROM THORNTON.
 JW0817'0.1 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0817'STATION AT THORNTON, TAYLOR COUNTY, AT AN IRON BRIDGE OVER THREE
 JW0817'FORK CREEK, ON THE EAST SIDE OF THE NORTH ABUTMENT, AND IN THE
 JW0817'TOP OF THE BRIDGE SEAT.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 JW0817'STAMPED 1041 ADJ 1903.
 JW0817
 JW0817                          STATION RECOVERY (1983)
 JW0817
 JW0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0248 ***********************************************************************
 HX0248  DESIGNATION -  1049
 HX0248  PID         -  HX0248
 HX0248  STATE/COUNTY-  WV/WEBSTER
 HX0248  USGS QUAD   -  HACKER VALLEY (1967)
 HX0248
 HX0248                         *CURRENT SURVEY CONTROL
 HX0248  ___________________________________________________________________
 HX0248* NAD 83(1986)-  38 38 51.     (N)    080 29 08.     (W)     SCALED    
 HX0248* NAVD 88     -       319.687  (meters)    1048.84   (feet)  ADJUSTED  
 HX0248  ___________________________________________________________________
 HX0248  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HX0248  DYNAMIC HT  -         319.467 (meters)    1048.12  (feet)  COMP
 HX0248  MODELED GRAV-     979,932.6   (mgal)                       NAVD 88
 HX0248
 HX0248  VERT ORDER  -  SECOND    CLASS 0
 HX0248
 HX0248.The horizontal coordinates were scaled from a topographic map and have
 HX0248.an estimated accuracy of +/- 6 seconds.
 HX0248
 HX0248.The orthometric height was determined by differential leveling
 HX0248.and adjusted by the National Geodetic Survey in June 1991..
 HX0248
 HX0248.The geoid height was determined by GEOID03.
 HX0248
 HX0248.The dynamic height is computed by dividing the NAVD 88
 HX0248.geopotential number by the normal gravity value computed on the
 HX0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0248.degrees latitude (g = 980.6199 gals.).
 HX0248
 HX0248.The modeled gravity was interpolated from observed gravity values.
 HX0248
 HX0248;                    North         East    Units  Estimated Accuracy
 HX0248;SPC WV S     -   182,980.      644,780.      MT  (+/- 180 meters Scaled)
 HX0248
 HX0248                          SUPERSEDED SURVEY CONTROL
 HX0248
 HX0248  NGVD 29 (??/??/92)  319.865  (m)         1049.42   (f) ADJ UNCH    2 0
 HX0248
 HX0248.Superseded values are not recommended for survey control.
 HX0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0248.See file dsdata.txt to determine how the superseded data were derived.
 HX0248
 HX0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC447777(NAD 83)
 HX0248_MARKER: DD = SURVEY DISK
 HX0248_SETTING: 80 = SET IN A BOULDER
 HX0248_SP_SET: BOULDER
 HX0248_STAMPING: 1049
 HX0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0248+STABILITY: SURFACE MOTION
 HX0248
 HX0248  HISTORY     - Date     Condition        Report By
 HX0248  HISTORY     - UNK      MONUMENTED       USGS
 HX0248  HISTORY     - 1962     GOOD             NGS
 HX0248
 HX0248                          STATION DESCRIPTION
 HX0248
 HX0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0248'2.1 MI NW FROM GUARDIAN.
 HX0248'ABOUT 2.1 MILES NORTHWEST ALONG THE HOLLY RIVER ROAD THAT FOLLOWS
 HX0248'ALONG THE RIGHT FORK OF THE HOLLY RIVER FROM THE POST OFFICE AT
 HX0248'GUARDIAN, SET ON TOP OF A LARGE ROCK BOULDER THAT IS ABOUT 9-BY
 HX0248'24-FOOT LONG AND IS EMBEDDED IN THE GROUND, 32 FEET NORTHWEST
 HX0248'OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET NORTHWEST OF THE
 HX0248'SOUTHEAST END OF THE ROCK, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX0248'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1440 ***********************************************************************
 HW1440  DESIGNATION -  1051
 HW1440  PID         -  HW1440
 HW1440  STATE/COUNTY-  WV/GRANT
 HW1440  USGS QUAD   -  PETERSBURG WEST (1995)
 HW1440
 HW1440                         *CURRENT SURVEY CONTROL
 HW1440  ___________________________________________________________________
 HW1440* NAD 83(1986)-  38 55 16.     (N)    079 10 51.     (W)     SCALED    
 HW1440* NAVD 88     -       320.088  (meters)    1050.16   (feet)  ADJUSTED  
 HW1440  ___________________________________________________________________
 HW1440  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HW1440  DYNAMIC HT  -         319.875 (meters)    1049.46  (feet)  COMP
 HW1440  MODELED GRAV-     979,956.2   (mgal)                       NAVD 88
 HW1440
 HW1440  VERT ORDER  -  SECOND    CLASS 0
 HW1440
 HW1440.The horizontal coordinates were scaled from a topographic map and have
 HW1440.an estimated accuracy of +/- 6 seconds.
 HW1440
 HW1440.The orthometric height was determined by differential leveling
 HW1440.and adjusted by the National Geodetic Survey in June 1991..
 HW1440
 HW1440.The geoid height was determined by GEOID03.
 HW1440
 HW1440.The dynamic height is computed by dividing the NAVD 88
 HW1440.geopotential number by the normal gravity value computed on the
 HW1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1440.degrees latitude (g = 980.6199 gals.).
 HW1440
 HW1440.The modeled gravity was interpolated from observed gravity values.
 HW1440
 HW1440;                    North         East    Units  Estimated Accuracy
 HW1440;SPC WV N     -    46,800.      627,680.      MT  (+/- 180 meters Scaled)
 HW1440
 HW1440                          SUPERSEDED SURVEY CONTROL
 HW1440
 HW1440  NGVD 29 (??/??/92)  320.231  (m)         1050.62   (f) ADJ UNCH    2 0
 HW1440
 HW1440.Superseded values are not recommended for survey control.
 HW1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1440.See file dsdata.txt to determine how the superseded data were derived.
 HW1440
 HW1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD577095(NAD 83)
 HW1440_MARKER: DD = SURVEY DISK
 HW1440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1440_SP_SET: BRIDGE
 HW1440_STAMPING: 1051 USGS
 HW1440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1440
 HW1440  HISTORY     - Date     Condition        Report By
 HW1440  HISTORY     - UNK      MONUMENTED       USGS
 HW1440  HISTORY     - 1934     GOOD             NGS
 HW1440
 HW1440                          STATION DESCRIPTION
 HW1440
 HW1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1440'5.6 MI S FROM PETERSBURG.
 HW1440'5.6 MILES SOUTH BY HIGHWAY ALONG W. VA. HIGHWAY 28, 500 FEET
 HW1440'NORTH OF TWO LARGE BARNS, ON SOUTH END OF EAST WING WALL OF
 HW1440'CONCRETE BRIDGE OVER NORTH MILL CREEK, 3 YARDS EAST OF CENTERLINE
 HW1440'OF ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1441 ***********************************************************************
 HW1441  DESIGNATION -  1051 RESET 1960
 HW1441  PID         -  HW1441
 HW1441  STATE/COUNTY-  WV/GRANT
 HW1441  USGS QUAD   -  PETERSBURG WEST (1995)
 HW1441
 HW1441                         *CURRENT SURVEY CONTROL
 HW1441  ___________________________________________________________________
 HW1441* NAD 83(1986)-  38 55 16.     (N)    079 10 51.     (W)     SCALED    
 HW1441* NAVD 88     -       323.82   (+/-2cm)    1062.4    (feet)  VERTCON   
 HW1441  ___________________________________________________________________
 HW1441  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HW1441
 HW1441  VERT ORDER  -  THIRD (See Below)
 HW1441
 HW1441.The horizontal coordinates were scaled from a topographic map and have
 HW1441.an estimated accuracy of +/- 6 seconds.
 HW1441
 HW1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1441.The vertical order pertains to the NGVD 29 superseded value.
 HW1441
 HW1441.The geoid height was determined by GEOID03.
 HW1441
 HW1441;                    North         East    Units  Estimated Accuracy
 HW1441;SPC WV N     -    46,800.      627,680.      MT  (+/- 180 meters Scaled)
 HW1441
 HW1441                          SUPERSEDED SURVEY CONTROL
 HW1441
 HW1441  NGVD 29 (??/??/??)  323.96   (m)         1062.9    (f) RESET       3  
 HW1441
 HW1441.Superseded values are not recommended for survey control.
 HW1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1441.See file dsdata.txt to determine how the superseded data were derived.
 HW1441
 HW1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD577095(NAD 83)
 HW1441_MARKER: DD = SURVEY DISK
 HW1441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1441_SP_SET: BRIDGE
 HW1441_STAMPING: 1051 W VA
 HW1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW1441+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 HW1441
 HW1441  HISTORY     - Date     Condition        Report By
 HW1441  HISTORY     - UNK      MONUMENTED       WVHD
 HW1441  HISTORY     - 1960     GOOD             NGS
 HW1441  HISTORY     - 20051010 GOOD             GEOCAC
 HW1441
 HW1441                          STATION DESCRIPTION
 HW1441
 HW1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HW1441'5.7 MI SW FROM PETERSBURG.
 HW1441'ABOUT 5.7 MILES SOUTHWEST OF PETERSBURG, ON THE NORTH ABUTMENT
 HW1441'OF DOWNSTREAM SIDE OF BRIDGE NO. 1296 OVER NORTH MILL CREEK, ON
 HW1441'U.S. HIGHWAY 220.
 HW1441
 HW1441                          STATION RECOVERY (2005)
 HW1441
 HW1441'RECOVERY NOTE BY GEOCACHING 2005 (TAK)
 HW1441'THE MARK WAS RECOVERED AS DESCRIBED EXCEPT FOR ITS STAMPED DATE.  THE
 HW1441'MARK IS A USGS DISK AND THE STAMPING IS 1051WVA RESET 1957, NOT 1960.
 HW1441' 
 HW1441'HANDHELD COORDINATES ARE  N 38 55 18.3  W 079 10 50.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2431 ***********************************************************************
 GX2431  DESIGNATION -  1057
 GX2431  PID         -  GX2431
 GX2431  STATE/COUNTY-  WV/WYOMING
 GX2431  USGS QUAD   -  GILBERT (1977)
 GX2431
 GX2431                         *CURRENT SURVEY CONTROL
 GX2431  ___________________________________________________________________
 GX2431* NAD 83(1986)-  37 34 19.     (N)    081 47 42.     (W)     SCALED    
 GX2431* NAVD 88     -       322.170  (meters)    1056.99   (feet)  ADJUSTED  
 GX2431  ___________________________________________________________________
 GX2431  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX2431  DYNAMIC HT  -         321.921 (meters)    1056.17  (feet)  COMP
 GX2431  MODELED GRAV-     979,848.5   (mgal)                       NAVD 88
 GX2431
 GX2431  VERT ORDER  -  SECOND    CLASS 0
 GX2431
 GX2431.The horizontal coordinates were scaled from a topographic map and have
 GX2431.an estimated accuracy of +/- 6 seconds.
 GX2431
 GX2431.The orthometric height was determined by differential leveling
 GX2431.and adjusted by the National Geodetic Survey in June 1991..
 GX2431
 GX2431.The geoid height was determined by GEOID03.
 GX2431
 GX2431.The dynamic height is computed by dividing the NAVD 88
 GX2431.geopotential number by the normal gravity value computed on the
 GX2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2431.degrees latitude (g = 980.6199 gals.).
 GX2431
 GX2431.The modeled gravity was interpolated from observed gravity values.
 GX2431
 GX2431;                    North         East    Units  Estimated Accuracy
 GX2431;SPC WV S     -    63,780.      529,770.      MT  (+/- 180 meters Scaled)
 GX2431
 GX2431                          SUPERSEDED SURVEY CONTROL
 GX2431
 GX2431  NGVD 29 (??/??/92)  322.368  (m)         1057.64   (f) ADJ UNCH    2 0
 GX2431
 GX2431.Superseded values are not recommended for survey control.
 GX2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2431.See file dsdata.txt to determine how the superseded data were derived.
 GX2431
 GX2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB297586(NAD 83)
 GX2431_MARKER: DD = SURVEY DISK
 GX2431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2431_SP_SET: BRIDGE
 GX2431_STAMPING: 1057
 GX2431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2431
 GX2431  HISTORY     - Date     Condition        Report By
 GX2431  HISTORY     - UNK      MONUMENTED       USGS
 GX2431  HISTORY     - 1958     GOOD             NGS
 GX2431
 GX2431                          STATION DESCRIPTION
 GX2431
 GX2431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2431'8.2 MI SE FROM GILBERT.
 GX2431'ABOUT 8.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE
 GX2431'JUNCTION OF STATE HIGHWAY 80 AT GILBERT, 0.1 MILE SOUTHEAST OF
 GX2431'THE POST OFFICE AT HANOVER, AT THE JUNCTION OF A SIDE ROAD LEADING
 GX2431'NORTHEAST, 15 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 30 FEET
 GX2431'NORTHWEST OF CENTER LINE OF SIDE ROAD, IN THE TOP OF THE NORTHEAST
 GX2431'GUARD RAIL BASE FOR A 10-FOOT CONCRETE BRIDGE, 4 FEET SOUTHEAST
 GX2431'OF THE NORTHWEST END OF THE GUARD RAIL, AND ABOUT LEVEL WITH THE
 GX2431'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0230 ***********************************************************************
 JX0230  DESIGNATION -  1059
 JX0230  PID         -  JX0230
 JX0230  STATE/COUNTY-  WV/HARRISON
 JX0230  USGS QUAD   -  FOLSOM (1976)
 JX0230
 JX0230                         *CURRENT SURVEY CONTROL
 JX0230  ___________________________________________________________________
 JX0230* NAD 83(1986)-  39 25 25.     (N)    080 30 58.     (W)     SCALED    
 JX0230* NAVD 88     -       322.636  (meters)    1058.51   (feet)  ADJUSTED  
 JX0230  ___________________________________________________________________
 JX0230  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JX0230  DYNAMIC HT  -         322.441 (meters)    1057.88  (feet)  COMP
 JX0230  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 JX0230
 JX0230  VERT ORDER  -  SECOND    CLASS 0
 JX0230
 JX0230.The horizontal coordinates were scaled from a topographic map and have
 JX0230.an estimated accuracy of +/- 6 seconds.
 JX0230
 JX0230.The orthometric height was determined by differential leveling
 JX0230.and adjusted by the National Geodetic Survey in June 1991..
 JX0230.WARNING-Repeat measurements at this control monument indicate possible
 JX0230.vertical movement.
 JX0230
 JX0230.The geoid height was determined by GEOID03.
 JX0230
 JX0230.The dynamic height is computed by dividing the NAVD 88
 JX0230.geopotential number by the normal gravity value computed on the
 JX0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0230.degrees latitude (g = 980.6199 gals.).
 JX0230
 JX0230.The modeled gravity was interpolated from observed gravity values.
 JX0230
 JX0230;                    North         East    Units  Estimated Accuracy
 JX0230;SPC WV N     -   103,030.      512,510.      MT  (+/- 180 meters Scaled)
 JX0230
 JX0230                          SUPERSEDED SURVEY CONTROL
 JX0230
 JX0230  NGVD 29 (??/??/92)  322.790  (m)         1059.02   (f) ADJ UNCH    2 0
 JX0230
 JX0230.Superseded values are not recommended for survey control.
 JX0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0230.See file dsdata.txt to determine how the superseded data were derived.
 JX0230
 JX0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND416638(NAD 83)
 JX0230_MARKER: DD = SURVEY DISK
 JX0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0230_SP_SET: BRIDGE
 JX0230_STAMPING: 1059 GRAFTON
 JX0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0230
 JX0230  HISTORY     - Date     Condition        Report By
 JX0230  HISTORY     - UNK      MONUMENTED       USGS
 JX0230  HISTORY     - 1957     GOOD             NGS
 JX0230
 JX0230                          STATION DESCRIPTION
 JX0230
 JX0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0230'AT RINEHART.
 JX0230'AT RINEHART, ALONG THE BALTIMORE AND OHIO RAILROAD, BETWEEN
 JX0230'MILEAGE POLES NO. 36+11 AND 36+12, IN THE TOP OF THE NORTHWEST
 JX0230'CORNER OF STONE MASONRY ARCHED BRIDGE OVER MUDLICK RUN, 30 FEET
 JX0230'NORTHEAST OF NORTHEAST RAIL, 48 FEET EAST OF BM N 23, 7 FEET
 JX0230'BELOW LEVEL OF TRACK AND SET IN NORTHWEST END OF NORTHEAST HEAD
 JX0230'WALL OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1504 ***********************************************************************
 HX1504  DESIGNATION -  1071
 HX1504  PID         -  HX1504
 HX1504  STATE/COUNTY-  WV/BRAXTON
 HX1504  USGS QUAD   -  SUTTON (1976)
 HX1504
 HX1504                         *CURRENT SURVEY CONTROL
 HX1504  ___________________________________________________________________
 HX1504* NAD 83(1986)-  38 43 22.     (N)    080 39 02.     (W)     SCALED    
 HX1504* NAVD 88     -       326.237  (meters)    1070.33   (feet)  ADJUSTED  
 HX1504  ___________________________________________________________________
 HX1504  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HX1504  DYNAMIC HT  -         326.016 (meters)    1069.60  (feet)  COMP
 HX1504  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 HX1504
 HX1504  VERT ORDER  -  SECOND    CLASS 0
 HX1504
 HX1504.The horizontal coordinates were scaled from a topographic map and have
 HX1504.an estimated accuracy of +/- 6 seconds.
 HX1504
 HX1504.The orthometric height was determined by differential leveling
 HX1504.and adjusted by the National Geodetic Survey in June 1991..
 HX1504
 HX1504.The geoid height was determined by GEOID03.
 HX1504
 HX1504.The dynamic height is computed by dividing the NAVD 88
 HX1504.geopotential number by the normal gravity value computed on the
 HX1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1504.degrees latitude (g = 980.6199 gals.).
 HX1504
 HX1504.The modeled gravity was interpolated from observed gravity values.
 HX1504
 HX1504;                    North         East    Units  Estimated Accuracy
 HX1504;SPC WV S     -   191,270.      630,390.      MT  (+/- 180 meters Scaled)
 HX1504
 HX1504                          SUPERSEDED SURVEY CONTROL
 HX1504
 HX1504  NGVD 29 (??/??/92)  326.425  (m)         1070.95   (f) ADJ UNCH    2 0
 HX1504
 HX1504.Superseded values are not recommended for survey control.
 HX1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1504.See file dsdata.txt to determine how the superseded data were derived.
 HX1504
 HX1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC303860(NAD 83)
 HX1504_MARKER: DD = SURVEY DISK
 HX1504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX1504_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX1504_STAMPING: 1071 GRASTON
 HX1504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1504
 HX1504  HISTORY     - Date     Condition        Report By
 HX1504  HISTORY     - UNK      MONUMENTED       USGS
 HX1504  HISTORY     - 1962     GOOD             NGS
 HX1504
 HX1504                          STATION DESCRIPTION
 HX1504
 HX1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1504'0.5 MI N FROM FLATWOODS.
 HX1504'ABOUT 0.5 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1504'THE STATION AT FLATWOODS, 34 FEET NORTHEAST OF THE NORTHEAST RAIL,
 HX1504'67 FEET NORTHEAST AND ACROSS THE TRACK FROM CENTER LINE OF STATE
 HX1504'HIGHWAY 19, 5 FEET SOUTH OF NORTHWEST CORNER OF AN ABANDONED STORE
 HX1504'BUILDING, 21 1/2 FEET SOUTHEAST OF CENTER LINE OF A ROAD LEADING
 HX1504'EAST ALONG RIGHT FORK OF SALTLICK CREEK, 120 FEET NORTH OF POLE
 HX1504'85-10, ABOUT FLUSH WITH GROUND, AND IS A DISK RIVETED ON THE TOP
 HX1504'OF A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0141 ***********************************************************************
 HX0141  DESIGNATION -  1088
 HX0141  PID         -  HX0141
 HX0141  STATE/COUNTY-  WV/LEWIS
 HX0141  USGS QUAD   -  WALKERSVILLE (1976)
 HX0141
 HX0141                         *CURRENT SURVEY CONTROL
 HX0141  ___________________________________________________________________
 HX0141* NAD 83(1986)-  38 52 08.     (N)    080 27 27.     (W)     SCALED    
 HX0141* NAVD 88     -       331.343  (meters)    1087.08   (feet)  ADJUSTED  
 HX0141  ___________________________________________________________________
 HX0141  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HX0141  DYNAMIC HT  -         331.120 (meters)    1086.35  (feet)  COMP
 HX0141  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 HX0141
 HX0141  VERT ORDER  -  SECOND    CLASS 0
 HX0141
 HX0141.The horizontal coordinates were scaled from a topographic map and have
 HX0141.an estimated accuracy of +/- 6 seconds.
 HX0141
 HX0141.The orthometric height was determined by differential leveling
 HX0141.and adjusted by the National Geodetic Survey in June 1991..
 HX0141
 HX0141.The geoid height was determined by GEOID03.
 HX0141
 HX0141.The dynamic height is computed by dividing the NAVD 88
 HX0141.geopotential number by the normal gravity value computed on the
 HX0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0141.degrees latitude (g = 980.6199 gals.).
 HX0141
 HX0141.The modeled gravity was interpolated from observed gravity values.
 HX0141
 HX0141;                    North         East    Units  Estimated Accuracy
 HX0141;SPC WV S     -   207,570.      647,080.      MT  (+/- 180 meters Scaled)
 HX0141
 HX0141                          SUPERSEDED SURVEY CONTROL
 HX0141
 HX0141  NGVD 29 (??/??/92)  331.582  (m)         1087.87   (f) ADJ UNCH    2 0
 HX0141
 HX0141.Superseded values are not recommended for survey control.
 HX0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0141.See file dsdata.txt to determine how the superseded data were derived.
 HX0141
 HX0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND470023(NAD 83)
 HX0141_MARKER: DD = SURVEY DISK
 HX0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0141_SP_SET: ABUTMENT
 HX0141_STAMPING: 1088
 HX0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0141
 HX0141  HISTORY     - Date     Condition        Report By
 HX0141  HISTORY     - UNK      MONUMENTED       USGS
 HX0141  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0141
 HX0141                          STATION DESCRIPTION
 HX0141
 HX0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0141'AT WALKERSVILLE.
 HX0141'AT WALKERSVILLE, 60 FEET WEST OF THE BALTIMORE AND OHIO RAILROAD
 HX0141'STATION, AT BRIDGE 128.4 IN THE TOP OF THE SOUTHEAST CORNER OF
 HX0141'THE EAST STONE ABUTMENT, 7 FEET SOUTH OF THE CENTERLINE OF THE
 HX0141'TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A UNITED STATES
 HX0141'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1088.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1818 ***********************************************************************
 HX1818  DESIGNATION -  1088
 HX1818  PID         -  HX1818
 HX1818  STATE/COUNTY-  WV/NICHOLAS
 HX1818  USGS QUAD   -  LOCKWOOD (1976)
 HX1818
 HX1818                         *CURRENT SURVEY CONTROL
 HX1818  ___________________________________________________________________
 HX1818* NAD 83(1986)-  38 15 56.     (N)    081 01 07.     (W)     SCALED    
 HX1818* NAVD 88     -       331.493  (meters)    1087.57   (feet)  ADJUSTED  
 HX1818  ___________________________________________________________________
 HX1818  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HX1818  DYNAMIC HT  -         331.251 (meters)    1086.78  (feet)  COMP
 HX1818  MODELED GRAV-     979,890.7   (mgal)                       NAVD 88
 HX1818
 HX1818  VERT ORDER  -  SECOND    CLASS 0
 HX1818
 HX1818.The horizontal coordinates were scaled from a topographic map and have
 HX1818.an estimated accuracy of +/- 6 seconds.
 HX1818
 HX1818.The orthometric height was determined by differential leveling
 HX1818.and adjusted by the National Geodetic Survey in June 1991..
 HX1818
 HX1818.The geoid height was determined by GEOID03.
 HX1818
 HX1818.The dynamic height is computed by dividing the NAVD 88
 HX1818.geopotential number by the normal gravity value computed on the
 HX1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1818.degrees latitude (g = 980.6199 gals.).
 HX1818
 HX1818.The modeled gravity was interpolated from observed gravity values.
 HX1818
 HX1818;                    North         East    Units  Estimated Accuracy
 HX1818;SPC WV S     -   140,460.      598,370.      MT  (+/- 180 meters Scaled)
 HX1818
 HX1818                          SUPERSEDED SURVEY CONTROL
 HX1818
 HX1818  NGVD 29 (??/??/92)  331.677  (m)         1088.18   (f) ADJ UNCH    2 0
 HX1818
 HX1818.Superseded values are not recommended for survey control.
 HX1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1818.See file dsdata.txt to determine how the superseded data were derived.
 HX1818
 HX1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC983352(NAD 83)
 HX1818_MARKER: DD = SURVEY DISK
 HX1818_SETTING: 80 = SET IN A BOULDER
 HX1818_SP_SET: BOULDER
 HX1818_STAMPING: 1088 KNWA
 HX1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1818+STABILITY: SURFACE MOTION
 HX1818
 HX1818  HISTORY     - Date     Condition        Report By
 HX1818  HISTORY     - UNK      MONUMENTED       USGS
 HX1818  HISTORY     - 1961     GOOD             NGS
 HX1818
 HX1818                          STATION DESCRIPTION
 HX1818
 HX1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1818'1.4 MI W FROM DRENNEN.
 HX1818'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX1818'OF A BLACK TOP ROAD LEADING SOUTH AT DRENNEN, ABOUT 0.9 MILE
 HX1818'EAST OF THE FAIRVIEW BAPTIST CHURCH, SET VERTICALLY IN THE FACE
 HX1818'OF A 12-BY-14 FOOT ROCK, AT THE JUNCTION OF A DIRT DRIVE LEADING
 HX1818'NORTHWEST, 31 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 HX1818'HIGHWAY, 9 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVE, 51
 HX1818'FEET SOUTHEAST OF THE SOUTH CORNER OF A 30-BY-30 FOOT BARN, 1
 HX1818'FOOT ABOVE THE LEVEL OF THE GROUND AND 2 FEET ABOVE THE LEVEL OF
 HX1818'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0116 ***********************************************************************
 JX0116  DESIGNATION -  1091.63
 JX0116  PID         -  JX0116
 JX0116  STATE/COUNTY-  WV/TAYLOR
 JX0116  USGS QUAD   -  GRAFTON (1976)
 JX0116
 JX0116                         *CURRENT SURVEY CONTROL
 JX0116  ___________________________________________________________________
 JX0116* NAD 83(1986)-  39 16 50.     (N)    080 04 02.     (W)     SCALED    
 JX0116* NAVD 88     -       332.813  (meters)    1091.90   (feet)  ADJUSTED  
 JX0116  ___________________________________________________________________
 JX0116  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JX0116  DYNAMIC HT  -         332.604 (meters)    1091.22  (feet)  COMP
 JX0116  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 JX0116
 JX0116  VERT ORDER  -  FIRST     CLASS II
 JX0116
 JX0116.The horizontal coordinates were scaled from a topographic map and have
 JX0116.an estimated accuracy of +/- 6 seconds.
 JX0116
 JX0116.The orthometric height was determined by differential leveling
 JX0116.and adjusted by the National Geodetic Survey in June 1991..
 JX0116
 JX0116.The geoid height was determined by GEOID03.
 JX0116
 JX0116.The dynamic height is computed by dividing the NAVD 88
 JX0116.geopotential number by the normal gravity value computed on the
 JX0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0116.degrees latitude (g = 980.6199 gals.).
 JX0116
 JX0116.The modeled gravity was interpolated from observed gravity values.
 JX0116
 JX0116;                    North         East    Units  Estimated Accuracy
 JX0116;SPC WV N     -    86,810.      551,060.      MT  (+/- 180 meters Scaled)
 JX0116
 JX0116                          SUPERSEDED SURVEY CONTROL
 JX0116
 JX0116  NGVD 29 (??/??/92)  332.999  (m)         1092.51   (f) ADJ UNCH    1 2
 JX0116
 JX0116.Superseded values are not recommended for survey control.
 JX0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0116.See file dsdata.txt to determine how the superseded data were derived.
 JX0116
 JX0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND804483(NAD 83)
 JX0116_MARKER: B = BOLT
 JX0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0116_SP_SET: BRIDGE
 JX0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0116
 JX0116  HISTORY     - Date     Condition        Report By
 JX0116  HISTORY     - UNK      MONUMENTED       BORR
 JX0116  HISTORY     - 1933     GOOD             NGS
 JX0116  HISTORY     - 1943     GOOD             NGS
 JX0116
 JX0116                          STATION DESCRIPTION
 JX0116
 JX0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JX0116'5.7 MI SW FROM GRAFTON.
 JX0116'5.7 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0116'THE STATION AT GRAFTON, TAYLOR COUNTY, 360 FEET NORTHEAST OF
 JX0116'BLOCK SIGNAL W 285-32, AT BRIDGE 2-1/2, IN THE TOP OF THE
 JX0116'NORTHEAST END OF THE SOUTHEAST CONCRETE WALL, 10 FEET SOUTHEAST
 JX0116'OF THE CENTERLINE OF THE SOUTHEAST TRACK, AND 1 FOOT HIGHER
 JX0116'THAN THE TRACK.  AN IRON BOLT.
 JX0116
 JX0116                          STATION RECOVERY (1943)
 JX0116
 JX0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 JX0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0315 ***********************************************************************
 JX0315  DESIGNATION -  1096
 JX0315  PID         -  JX0315
 JX0315  STATE/COUNTY-  WV/LEWIS
 JX0315  USGS QUAD   -  CAMDEN (1976)
 JX0315
 JX0315                         *CURRENT SURVEY CONTROL
 JX0315  ___________________________________________________________________
 JX0315* NAD 83(1986)-  39 03 15.     (N)    080 33 59.     (W)     SCALED    
 JX0315* NAVD 88     -       333.812  (meters)    1095.18   (feet)  ADJUSTED  
 JX0315  ___________________________________________________________________
 JX0315  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JX0315  DYNAMIC HT  -         333.597 (meters)    1094.48  (feet)  COMP
 JX0315  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 JX0315
 JX0315  VERT ORDER  -  SECOND    CLASS 0
 JX0315
 JX0315.The horizontal coordinates were scaled from a topographic map and have
 JX0315.an estimated accuracy of +/- 6 seconds.
 JX0315
 JX0315.The orthometric height was determined by differential leveling
 JX0315.and adjusted by the National Geodetic Survey in June 1991..
 JX0315
 JX0315.The geoid height was determined by GEOID03.
 JX0315
 JX0315.The dynamic height is computed by dividing the NAVD 88
 JX0315.geopotential number by the normal gravity value computed on the
 JX0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0315.degrees latitude (g = 980.6199 gals.).
 JX0315
 JX0315.The modeled gravity was interpolated from observed gravity values.
 JX0315
 JX0315;                    North         East    Units  Estimated Accuracy
 JX0315;SPC WV S     -   228,090.      637,540.      MT  (+/- 180 meters Scaled)
 JX0315
 JX0315                          SUPERSEDED SURVEY CONTROL
 JX0315
 JX0315  NGVD 29 (??/??/92)  333.979  (m)         1095.73   (f) ADJ UNCH    2 0
 JX0315
 JX0315.Superseded values are not recommended for survey control.
 JX0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0315.See file dsdata.txt to determine how the superseded data were derived.
 JX0315
 JX0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND375228(NAD 83)
 JX0315_MARKER: DD = SURVEY DISK
 JX0315_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JX0315_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JX0315_STAMPING: 1096
 JX0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0315
 JX0315  HISTORY     - Date     Condition        Report By
 JX0315  HISTORY     - UNK      MONUMENTED       USGS
 JX0315  HISTORY     - 1933     GOOD             NGS
 JX0315
 JX0315                          STATION DESCRIPTION
 JX0315
 JX0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JX0315'AT CAMDEN.
 JX0315'AT CAMDEN, LEWIS COUNTY, ON U.S. HIGHWAY 33, 64 YARDS EAST OF
 JX0315'THE CONCRETE BRIDGE OVER POLK CREEK, 12 YARDS NORTH OF A CONCRETE
 JX0315'WALK TO A LARGE TWO-STORY FRAME HOUSE, 8 YARDS SOUTH OF THE
 JX0315'CENTERLINE OF THE HIGHWAY, AND 5 INCHES LOWER THAN THE HIGHWAY.
 JX0315'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1096 AND
 JX0315'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1102 ***********************************************************************
 JW1102  DESIGNATION -  11 JEA USGS
 JW1102  PID         -  JW1102
 JW1102  STATE/COUNTY-  WV/TAYLOR
 JW1102  USGS QUAD   -  THORNTON (1976)
 JW1102
 JW1102                         *CURRENT SURVEY CONTROL
 JW1102  ___________________________________________________________________
 JW1102* NAD 83(1986)-  39 19 52.     (N)    079 55 22.     (W)     SCALED    
 JW1102* NAVD 88     -       492.741  (meters)    1616.60   (feet)  ADJUSTED  
 JW1102  ___________________________________________________________________
 JW1102  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JW1102  DYNAMIC HT  -         492.421 (meters)    1615.55  (feet)  COMP
 JW1102  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 JW1102
 JW1102  VERT ORDER  -  FIRST     CLASS II
 JW1102
 JW1102.The horizontal coordinates were scaled from a topographic map and have
 JW1102.an estimated accuracy of +/- 6 seconds.
 JW1102
 JW1102.The orthometric height was determined by differential leveling
 JW1102.and adjusted by the National Geodetic Survey in June 1991..
 JW1102
 JW1102.The geoid height was determined by GEOID03.
 JW1102
 JW1102.The dynamic height is computed by dividing the NAVD 88
 JW1102.geopotential number by the normal gravity value computed on the
 JW1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1102.degrees latitude (g = 980.6199 gals.).
 JW1102
 JW1102.The modeled gravity was interpolated from observed gravity values.
 JW1102
 JW1102;                    North         East    Units  Estimated Accuracy
 JW1102;SPC WV N     -    92,350.      563,550.      MT  (+/- 180 meters Scaled)
 JW1102
 JW1102                          SUPERSEDED SURVEY CONTROL
 JW1102
 JW1102.No superseded survey control is available for this station.
 JW1102
 JW1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND928540(NAD 83)
 JW1102_MARKER: DD = SURVEY DISK
 JW1102_SETTING: 66 = SET IN ROCK OUTCROP
 JW1102_SP_SET: ROCK OUTCROP
 JW1102_STAMPING: 11 JEA 1617 1956
 JW1102_MARK LOGO: USGS  
 JW1102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1102+STABILITY: POSITION/ELEVATION WELL
 JW1102
 JW1102  HISTORY     - Date     Condition        Report By
 JW1102  HISTORY     - 1956     MONUMENTED       USGS
 JW1102  HISTORY     - 1983     GOOD             NGS
 JW1102
 JW1102                          STATION DESCRIPTION
 JW1102
 JW1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1102'8.8 KM (5.5 MI) EAST FROM GRAFTON.
 JW1102'8.8 KM (5.5 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION OF
 JW1102'STATE HIGHWAY 119 IN GRAFTON TO THE MARK ON THE LEFT, IN TOP OF THE
 JW1102'WEST END OF EXPOSED ROCK OUTCROP, NORTHEAST AND ACROSS THE HIGHWAY
 JW1102'FROM THE JUNCTION OF KNOTTSVILLE ROAD, 8.53 METERS (28.0 FT) NORTH OF
 JW1102'THE CENTERLINE OF THE HIGHWAY, 18.90 METERS (62.0 FT) NORTHEAST OF THE
 JW1102'JUNCTION OF KNOTTSVILLE ROAD, 2.52 METERS (8.3 FT) NORTHEAST OF A
 JW1102'HIGHWAY CURVE SIGN.
 JW1102'THE MARK IS 2.43 METERS  NW FROM A WITNESS POST.
 JW1102'THE MARK IS 1.21 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2043 ***********************************************************************
 HX2043  DESIGNATION -  11 JJ 3
 HX2043  PID         -  HX2043
 HX2043  STATE/COUNTY-  WV/KANAWHA
 HX2043  USGS QUAD   -  BELLE (1977)
 HX2043
 HX2043                         *CURRENT SURVEY CONTROL
 HX2043  ___________________________________________________________________
 HX2043* NAD 83(1986)-  38 14 40.     (N)    081 33 13.     (W)     SCALED    
 HX2043* NAVD 88     -       186.032  (meters)     610.34   (feet)  ADJUSTED  
 HX2043  ___________________________________________________________________
 HX2043  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HX2043  DYNAMIC HT  -         185.902 (meters)     609.91  (feet)  COMP
 HX2043  MODELED GRAV-     979,925.2   (mgal)                       NAVD 88
 HX2043
 HX2043  VERT ORDER  -  FIRST     CLASS II
 HX2043
 HX2043.The horizontal coordinates were scaled from a topographic map and have
 HX2043.an estimated accuracy of +/- 6 seconds.
 HX2043
 HX2043.The orthometric height was determined by differential leveling
 HX2043.and adjusted by the National Geodetic Survey in June 1991..
 HX2043
 HX2043.The geoid height was determined by GEOID03.
 HX2043
 HX2043.The dynamic height is computed by dividing the NAVD 88
 HX2043.geopotential number by the normal gravity value computed on the
 HX2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2043.degrees latitude (g = 980.6199 gals.).
 HX2043
 HX2043.The modeled gravity was interpolated from observed gravity values.
 HX2043
 HX2043;                    North         East    Units  Estimated Accuracy
 HX2043;SPC WV S     -   138,260.      551,540.      MT  (+/- 180 meters Scaled)
 HX2043
 HX2043                          SUPERSEDED SURVEY CONTROL
 HX2043
 HX2043  NGVD 29 (??/??/92)  186.228  (m)          610.98   (f) ADJ UNCH    1 2
 HX2043
 HX2043.Superseded values are not recommended for survey control.
 HX2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2043.See file dsdata.txt to determine how the superseded data were derived.
 HX2043
 HX2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC515330(NAD 83)
 HX2043_MARKER: DD = SURVEY DISK
 HX2043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2043_SP_SET: UNDERPASS WALL
 HX2043_STAMPING: 611 11 JJ S 1956
 HX2043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2043
 HX2043  HISTORY     - Date     Condition        Report By
 HX2043  HISTORY     - 1956     MONUMENTED       USGS
 HX2043  HISTORY     - 1959     GOOD             NGS
 HX2043
 HX2043                          STATION DESCRIPTION
 HX2043
 HX2043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX2043'0.7 MI NW FROM BELLE.
 HX2043'ABOUT 0.7 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2043'FROM THE STATION AT BELLE, 0.1 MILE NORTHWEST OF MILEPOST 136,
 HX2043'BETWEEN THE TRACK AND U.S. HIGHWAY 21 AND 60, 12 FEET SOUTHWEST
 HX2043'OF THE SOUTHWEST RAIL, 33 FEET NORTHEAST OF THE CENTER LINE OF
 HX2043'THE HIGHWAY, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST WALL
 HX2043'TO THE PEDESTRIAN UNDERPASS UNDER THE HIGHWAY AND TO THE DUPONT
 HX2043'PLANT, 1 1/2 FEET SOUTHEAST OF THE NORTHWEST END OF THE WALL,
 HX2043'AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1921 ***********************************************************************
 JX1921  DESIGNATION -  11 WVGS 1941
 JX1921  PID         -  JX1921
 JX1921  STATE/COUNTY-  WV/HARRISON
 JX1921  USGS QUAD   -  SHINNSTON (1977)
 JX1921
 JX1921                         *CURRENT SURVEY CONTROL
 JX1921  ___________________________________________________________________
 JX1921* NAD 83(1995)-  39 22 47.57493(N)    080 18 31.81171(W)     ADJUSTED  
 JX1921* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 JX1921  ___________________________________________________________________
 JX1921  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 JX1921  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JX1921
 JX1921  HORZ ORDER  -  SECOND
 JX1921
 JX1921.The horizontal coordinates were established by classical geodetic methods
 JX1921.and adjusted by the National Geodetic Survey in April 1998..
 JX1921
 JX1921.The orthometric height was scaled from a topographic map.
 JX1921
 JX1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1921
 JX1921.The geoid height was determined by GEOID03.
 JX1921
 JX1921;                    North         East     Units Scale Factor Converg.
 JX1921;SPC WV N     -    97,995.326   530,314.035   MT  0.99994992   -0 30 57.1
 JX1921;UTM  17      - 4,359,161.672   559,527.990   MT  0.99964363   +0 26 18.7
 JX1921
 JX1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1921!SPC WV N     -   0.99995448  x   0.99994992  =   0.99990440
 JX1921!UTM  17      -   0.99995448  x   0.99964363  =   0.99959812
 JX1921
 JX1921                          SUPERSEDED SURVEY CONTROL
 JX1921
 JX1921  NAD 83(1986)-  39 22 47.57782(N)    080 18 31.81986(W) AD(       ) 2
 JX1921  NAD 27      -  39 22 47.26080(N)    080 18 32.50280(W) AD(       ) 2
 JX1921
 JX1921.Superseded values are not recommended for survey control.
 JX1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1921.See file dsdata.txt to determine how the superseded data were derived.
 JX1921
 JX1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5952859162(NAD 83)
 JX1921_MARKER: DE = TRAVERSE STATION DISK
 JX1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1921_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1921+STABILITY: SURFACE MOTION
 JX1921
 JX1921  HISTORY     - Date     Condition        Report By
 JX1921  HISTORY     - 1941     MONUMENTED       WVGS
 JX1921
 JX1921                          STATION DESCRIPTION
 JX1921
 JX1921'DESCRIBED BY WEST VIRGINIA GEODETIC SURVEY 1941
 JX1921'STATION C.W.A. 11 IS ABOUT
 JX1921'0.3 MILE NE OF
 JX1921'STATION ROBINSON IN THE HEDGE SURROUNDING THE MASONIC
 JX1921'CEMETERY, 18 FEET SW OF THE SW POST
 JX1921'OF THE N GATE OF THE CEMETERY
 JX1921'ABOUT 25 FEET SE OF THE CENTER LINE OF U.S. HIGHWAY 19
 JX1921'AND 2-1/2
 JX1921'FEET SE OF THE STONE WALL BORDERING THE CEMETERY.  IT IS A STANDARD
 JX1921'STATE SURVEY
 JX1921'TRAVERSE DISK, NOT STAMPED, SET IN A 6-INCH SQUARE
 JX1921'LIMESTONE POST SET FLUSH WITH
 JX1921'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0553 ***********************************************************************
 JX0553  DESIGNATION -  1106
 JX0553  PID         -  JX0553
 JX0553  STATE/COUNTY-  WV/WETZEL
 JX0553  USGS QUAD   -  WILEYVILLE (1976)
 JX0553
 JX0553                         *CURRENT SURVEY CONTROL
 JX0553  ___________________________________________________________________
 JX0553* NAD 83(1986)-  39 40 42.     (N)    080 40 11.     (W)     SCALED    
 JX0553* NAVD 88     -       337.082  (meters)    1105.91   (feet)  POSTED    
 JX0553  ___________________________________________________________________
 JX0553  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JX0553  DYNAMIC HT  -         336.880 (meters)    1105.25  (feet)  COMP
 JX0553  MODELED GRAV-     980,029.8   (mgal)                       NAVD 88
 JX0553
 JX0553  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JX0553
 JX0553.The horizontal coordinates were scaled from a topographic map and have
 JX0553.an estimated accuracy of +/- 6 seconds.
 JX0553
 JX0553.The orthometric height was determined by differential leveling
 JX0553.and adjusted by the National Geodetic Survey in 1992..
 JX0553.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JX0553.rate of 3.1 thru 4.0 mm/km.
 JX0553
 JX0553.The geoid height was determined by GEOID03.
 JX0553
 JX0553.The dynamic height is computed by dividing the NAVD 88
 JX0553.geopotential number by the normal gravity value computed on the
 JX0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0553.degrees latitude (g = 980.6199 gals.).
 JX0553
 JX0553.The modeled gravity was interpolated from observed gravity values.
 JX0553
 JX0553;                    North         East    Units  Estimated Accuracy
 JX0553;SPC WV N     -   131,470.      499,660.      MT  (+/- 180 meters Scaled)
 JX0553
 JX0553                          SUPERSEDED SURVEY CONTROL
 JX0553
 JX0553  NGVD 29 (??/??/92)  337.240  (m)         1106.43   (f) ADJ UNCH    2 0
 JX0553
 JX0553.Superseded values are not recommended for survey control.
 JX0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0553.See file dsdata.txt to determine how the superseded data were derived.
 JX0553
 JX0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND283921(NAD 83)
 JX0553_MARKER: DD = SURVEY DISK
 JX0553_SETTING: 66 = SET IN ROCK OUTCROP
 JX0553_SP_SET: ROCK LEDGE
 JX0553_STAMPING: 1106 GRAFTON
 JX0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0553+STABILITY: POSITION/ELEVATION WELL
 JX0553
 JX0553  HISTORY     - Date     Condition        Report By
 JX0553  HISTORY     - UNK      MONUMENTED       USGS
 JX0553  HISTORY     - 1957     GOOD             NGS
 JX0553
 JX0553                          STATION DESCRIPTION
 JX0553
 JX0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0553'2.8 MI E FROM NEWDALE.
 JX0553'ABOUT 2.8 MILES EAST ALONG STATE HIGHWAY 89 FROM THE ROAD JUNCTION
 JX0553'AT NEWDALE, ABOUT 3.45 MILES WEST ALONG HIGHWAY 89 FROM THE
 JX0553'BRIDGE OVER LAUREL FORK AND POST OFFICE AT SILVER HILL, ABOUT
 JX0553'0.85 MILE SOUTHWEST OF ROSEFIELD SCHOOL, AT ROAD JUNCTION AT WEST,
 JX0553'43 FEET EAST OF CENTER LINE OF GRAVEL ROAD LEADING NORTH ALONG
 JX0553'MIDDLE FORK OF CAMP RUN, 49 FEET NORTH OF CENTER LINE OF HIGHWAY,
 JX0553'152 FEET EAST-NORTHEAST OF EAST END OF A SMALL HIGHWAY BRIDGE OVER
 JX0553'MIDDLE FORK, 86 1/2 FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE
 JX0553'BLOCK STORE BUILDING, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 JX0553'ROCK LEDGE AND ABOUT 15 FEET ABOVE LEVEL OF GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0736 ***********************************************************************
 JW0736  DESIGNATION -  1109
 JW0736  PID         -  JW0736
 JW0736  STATE/COUNTY-  WV/MINERAL
 JW0736  USGS QUAD   -  WESTERNPORT (1981)
 JW0736
 JW0736                         *CURRENT SURVEY CONTROL
 JW0736  ___________________________________________________________________
 JW0736* NAD 83(1986)-  39 27 34.     (N)    079 06 25.     (W)     SCALED    
 JW0736* NAVD 88     -       338.101  (meters)    1109.25   (feet)  ADJUSTED  
 JW0736  ___________________________________________________________________
 JW0736  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JW0736  DYNAMIC HT  -         337.872 (meters)    1108.50  (feet)  COMP
 JW0736  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 JW0736
 JW0736  VERT ORDER  -  SECOND    CLASS 0
 JW0736
 JW0736.The horizontal coordinates were scaled from a topographic map and have
 JW0736.an estimated accuracy of +/- 6 seconds.
 JW0736
 JW0736.The orthometric height was determined by differential leveling
 JW0736.and adjusted by the National Geodetic Survey in June 1991..
 JW0736
 JW0736.The geoid height was determined by GEOID03.
 JW0736
 JW0736.The dynamic height is computed by dividing the NAVD 88
 JW0736.geopotential number by the normal gravity value computed on the
 JW0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0736.degrees latitude (g = 980.6199 gals.).
 JW0736
 JW0736.The modeled gravity was interpolated from observed gravity values.
 JW0736
 JW0736;                    North         East    Units  Estimated Accuracy
 JW0736;SPC WV N     -   106,590.      633,830.      MT  (+/- 180 meters Scaled)
 JW0736
 JW0736                          SUPERSEDED SURVEY CONTROL
 JW0736
 JW0736  NGVD 29 (??/??/92)  338.268  (m)         1109.80   (f) ADJ UNCH    2 0
 JW0736
 JW0736.Superseded values are not recommended for survey control.
 JW0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0736.See file dsdata.txt to determine how the superseded data were derived.
 JW0736
 JW0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD628694(NAD 83)
 JW0736_MARKER: DD = SURVEY DISK
 JW0736_SETTING: 80 = SET IN A BOULDER
 JW0736_SP_SET: BOULDER
 JW0736_STAMPING: 1109 1919
 JW0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0736+STABILITY: SURFACE MOTION
 JW0736
 JW0736  HISTORY     - Date     Condition        Report By
 JW0736  HISTORY     - 1919     MONUMENTED       USGS
 JW0736  HISTORY     - 1935     GOOD             NGS
 JW0736
 JW0736                          STATION DESCRIPTION
 JW0736
 JW0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0736'1.8 MI N FROM BARNUM.
 JW0736'1.8 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE STATION
 JW0736'AT BARNUM, MINERAL COUNTY, 800 FEET SOUTH OF THE SOUTH END OF THE
 JW0736'WARNOCKS STATION, 336 FEET SOUTH OF MILEPOST C 33, 24 FEET
 JW0736'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A LARGE
 JW0736'SANDSTONE BOULDER.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 JW0736'STAMPED 1109 1919.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1248 ***********************************************************************
 GX1248  DESIGNATION -  1111
 GX1248  PID         -  GX1248
 GX1248  STATE/COUNTY-  WV/FAYETTE
 GX1248  USGS QUAD   -  THURMOND (1988)
 GX1248
 GX1248                         *CURRENT SURVEY CONTROL
 GX1248  ___________________________________________________________________
 GX1248* NAD 83(1986)-  37 54 04.     (N)    081 01 57.     (W)     SCALED    
 GX1248* NAVD 88     -       338.524  (meters)    1110.64   (feet)  ADJUSTED  
 GX1248  ___________________________________________________________________
 GX1248  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX1248  DYNAMIC HT  -         338.257 (meters)    1109.76  (feet)  COMP
 GX1248  MODELED GRAV-     979,830.8   (mgal)                       NAVD 88
 GX1248
 GX1248  VERT ORDER  -  FIRST     CLASS II
 GX1248
 GX1248.The horizontal coordinates were scaled from a topographic map and have
 GX1248.an estimated accuracy of +/- 6 seconds.
 GX1248
 GX1248.The orthometric height was determined by differential leveling
 GX1248.and adjusted by the National Geodetic Survey in June 1991..
 GX1248
 GX1248.The geoid height was determined by GEOID03.
 GX1248
 GX1248.The dynamic height is computed by dividing the NAVD 88
 GX1248.geopotential number by the normal gravity value computed on the
 GX1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1248.degrees latitude (g = 980.6199 gals.).
 GX1248
 GX1248.The modeled gravity was interpolated from observed gravity values.
 GX1248
 GX1248;                    North         East    Units  Estimated Accuracy
 GX1248;SPC WV S     -   100,010.      597,140.      MT  (+/- 180 meters Scaled)
 GX1248
 GX1248                          SUPERSEDED SURVEY CONTROL
 GX1248
 GX1248  NGVD 29 (??/??/92)  338.695  (m)         1111.20   (f) ADJ UNCH    1 2
 GX1248
 GX1248.Superseded values are not recommended for survey control.
 GX1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1248.See file dsdata.txt to determine how the superseded data were derived.
 GX1248
 GX1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB971948(NAD 83)
 GX1248_MARKER: DD = SURVEY DISK
 GX1248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1248_SP_SET: BRIDGE
 GX1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1248
 GX1248  HISTORY     - Date     Condition        Report By
 GX1248  HISTORY     - UNK      MONUMENTED       USGS
 GX1248  HISTORY     - 1958     SEE DESCRIPTION  NGS
 GX1248  HISTORY     - 1980     POOR             LOCSUR
 GX1248
 GX1248                          STATION DESCRIPTION
 GX1248
 GX1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1248'5.8 MI SE FROM THURMOND.
 GX1248'ABOUT 5.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1248'FROM THE STATION AT THURMOND, AT THAYER, 75 YARDS EAST OF
 GX1248'MILEPOST 385, 7 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 GX1248'IN TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF 30-FOOT
 GX1248'BRIDGE 3851 OVER SLATER CREEK, 0.1 MILE WEST OF THE FLAG STATION
 GX1248'AND A ROAD CROSSING AT THAYER, AND ABOUT 2 FEET BELOW THE LEVEL
 GX1248'OF THE TRACK.  NOTE-- THE MARK HAS BEEN BATTERED AND IS NOT
 GX1248'LEGIBLE.
 GX1248
 GX1248                          STATION RECOVERY (1980)
 GX1248
 GX1248'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1248'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1781 ***********************************************************************
 JX1781  DESIGNATION -  1121 USGS
 JX1781  PID         -  JX1781
 JX1781  STATE/COUNTY-  WV/TAYLOR
 JX1781  USGS QUAD   -  GRAFTON (1976)
 JX1781
 JX1781                         *CURRENT SURVEY CONTROL
 JX1781  ___________________________________________________________________
 JX1781* NAD 83(1986)-  39 19 49.     (N)    080 06 25.     (W)     SCALED    
 JX1781* NAVD 88     -       341.472  (meters)    1120.31   (feet)  ADJUSTED  
 JX1781  ___________________________________________________________________
 JX1781  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JX1781  DYNAMIC HT  -         341.258 (meters)    1119.61  (feet)  COMP
 JX1781  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 JX1781
 JX1781  VERT ORDER  -  FIRST     CLASS II
 JX1781
 JX1781.The horizontal coordinates were scaled from a topographic map and have
 JX1781.an estimated accuracy of +/- 6 seconds.
 JX1781
 JX1781.The orthometric height was determined by differential leveling
 JX1781.and adjusted by the National Geodetic Survey in June 1991..
 JX1781
 JX1781.The geoid height was determined by GEOID03.
 JX1781
 JX1781.The dynamic height is computed by dividing the NAVD 88
 JX1781.geopotential number by the normal gravity value computed on the
 JX1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1781.degrees latitude (g = 980.6199 gals.).
 JX1781
 JX1781.The modeled gravity was interpolated from observed gravity values.
 JX1781
 JX1781;                    North         East    Units  Estimated Accuracy
 JX1781;SPC WV N     -    92,350.      547,670.      MT  (+/- 180 meters Scaled)
 JX1781
 JX1781                          SUPERSEDED SURVEY CONTROL
 JX1781
 JX1781.No superseded survey control is available for this station.
 JX1781
 JX1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND769538(NAD 83)
 JX1781_MARKER: DB = BENCH MARK DISK
 JX1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1781_SP_SET: CONCRETE POST
 JX1781_STAMPING: 1121 00 SKS 1956
 JX1781_MARK LOGO: USGS  
 JX1781_PROJECTION: PROJECTING 18 CENTIMETERS
 JX1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1781+STABILITY: SURFACE MOTION
 JX1781
 JX1781  HISTORY     - Date     Condition        Report By
 JX1781  HISTORY     - 1956     MONUMENTED       USGS
 JX1781  HISTORY     - 1983     GOOD             NGS
 JX1781
 JX1781                          STATION DESCRIPTION
 JX1781
 JX1781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1781'6.8 KM (4.2 MI) WEST FROM GRAFTON.
 JX1781'6.8 KM (4.2 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE BRIDGE OVER TYGART
 JX1781'RIVER IN GRAFTON TO THE MARK ON THE RIGHT, AT THE JUNCTION OF U.S.
 JX1781'HIGHWAY 250 NORTH, IN THE NORTH END OF A TRIANGLE FORMED BY THE
 JX1781'INTERSECTION, 28.0 METERS (92.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY
 JX1781'50, 5.4 METERS (18.0 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE
 JX1781'OF HIGHWAY 250, 2.8 METERS (9.5 FT) SOUTH OF THE NORTH END OF THE
 JX1781'TRIANGLE.  NOTE--STAMPING WAS 60 SKS 1956 1121 IN USGS DESCRIPTION.
 JX1781'THE MARK IS 0.18 M ABOVE HIGHWAY 250.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0353 ***********************************************************************
 JW0353  DESIGNATION -  1129
 JW0353  PID         -  JW0353
 JW0353  STATE/COUNTY-  WV/HAMPSHIRE
 JW0353  USGS QUAD   -  AUGUSTA (1979)
 JW0353
 JW0353                         *CURRENT SURVEY CONTROL
 JW0353  ___________________________________________________________________
 JW0353* NAD 83(1986)-  39 18 51.     (N)    078 41 16.     (W)     SCALED    
 JW0353* NAVD 88     -       344.301  (meters)    1129.59   (feet)  ADJUSTED  
 JW0353  ___________________________________________________________________
 JW0353  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JW0353  DYNAMIC HT  -         344.082 (meters)    1128.88  (feet)  COMP
 JW0353  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 JW0353
 JW0353  VERT ORDER  -  SECOND    CLASS 0
 JW0353
 JW0353.The horizontal coordinates were scaled from a topographic map and have
 JW0353.an estimated accuracy of +/- 6 seconds.
 JW0353
 JW0353.The orthometric height was determined by differential leveling
 JW0353.and adjusted by the National Geodetic Survey in June 1991..
 JW0353
 JW0353.The geoid height was determined by GEOID03.
 JW0353
 JW0353.The dynamic height is computed by dividing the NAVD 88
 JW0353.geopotential number by the normal gravity value computed on the
 JW0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0353.degrees latitude (g = 980.6199 gals.).
 JW0353
 JW0353.The modeled gravity was interpolated from observed gravity values.
 JW0353
 JW0353;                    North         East    Units  Estimated Accuracy
 JW0353;SPC WV N     -    90,700.      670,040.      MT  (+/- 180 meters Scaled)
 JW0353
 JW0353                          SUPERSEDED SURVEY CONTROL
 JW0353
 JW0353  NGVD 29 (??/??/92)  344.465  (m)         1130.13   (f) ADJ UNCH    2 0
 JW0353
 JW0353.Superseded values are not recommended for survey control.
 JW0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0353.See file dsdata.txt to determine how the superseded data were derived.
 JW0353
 JW0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD993541(NAD 83)
 JW0353_MARKER: Q = CHISELED SQUARE
 JW0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0353_SP_SET: BUILDING
 JW0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0353
 JW0353  HISTORY     - Date     Condition        Report By
 JW0353  HISTORY     - UNK      MONUMENTED       USGS
 JW0353  HISTORY     - 1934     GOOD             NGS
 JW0353
 JW0353                          STATION DESCRIPTION
 JW0353
 JW0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0353'AT SHANKS.
 JW0353'AT SHANKS, HAMPSHIRE COUNTY, ON U.S. HIGHWAY 50, IN THE CENTER
 JW0353'OF THE TOP OF THE STONE STEP AT THE ENTRANCE TO THE POST OFFICE,
 JW0353'ABOUT 20 YARDS NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 JW0353'LEVEL WITH THE HIGHWAY.  AN OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0607 ***********************************************************************
 JX0607  DESIGNATION -  1133
 JX0607  PID         -  JX0607
 JX0607  STATE/COUNTY-  WV/WETZEL
 JX0607  USGS QUAD   -  LITTLETON (1976)
 JX0607
 JX0607                         *CURRENT SURVEY CONTROL
 JX0607  ___________________________________________________________________
 JX0607* NAD 83(1986)-  39 37 58.     (N)    080 33 28.     (W)     SCALED    
 JX0607* NAVD 88     -       345.376  (meters)    1133.12   (feet)  ADJUSTED  
 JX0607  ___________________________________________________________________
 JX0607  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JX0607  DYNAMIC HT  -         345.174 (meters)    1132.46  (feet)  COMP
 JX0607  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 JX0607
 JX0607  VERT ORDER  -  SECOND    CLASS 0
 JX0607
 JX0607.The horizontal coordinates were scaled from a topographic map and have
 JX0607.an estimated accuracy of +/- 6 seconds.
 JX0607
 JX0607.The orthometric height was determined by differential leveling
 JX0607.and adjusted by the National Geodetic Survey in June 1991..
 JX0607
 JX0607.The geoid height was determined by GEOID03.
 JX0607
 JX0607.The dynamic height is computed by dividing the NAVD 88
 JX0607.geopotential number by the normal gravity value computed on the
 JX0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0607.degrees latitude (g = 980.6199 gals.).
 JX0607
 JX0607.The modeled gravity was interpolated from observed gravity values.
 JX0607
 JX0607;                    North         East    Units  Estimated Accuracy
 JX0607;SPC WV N     -   126,290.      509,200.      MT  (+/- 180 meters Scaled)
 JX0607
 JX0607                          SUPERSEDED SURVEY CONTROL
 JX0607
 JX0607  NGVD 29 (??/??/92)  345.528  (m)         1133.62   (f) ADJ UNCH    2 0
 JX0607
 JX0607.Superseded values are not recommended for survey control.
 JX0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0607.See file dsdata.txt to determine how the superseded data were derived.
 JX0607
 JX0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND379870(NAD 83)
 JX0607_MARKER: DD = SURVEY DISK
 JX0607_SETTING: 66 = SET IN ROCK OUTCROP
 JX0607_SP_SET: ROCK LEDGE
 JX0607_STAMPING: 1133 GRAFTON
 JX0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0607+STABILITY: POSITION/ELEVATION WELL
 JX0607
 JX0607  HISTORY     - Date     Condition        Report By
 JX0607  HISTORY     - UNK      MONUMENTED       USGS
 JX0607  HISTORY     - 1957     GOOD             NGS
 JX0607
 JX0607                          STATION DESCRIPTION
 JX0607
 JX0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0607'AT UNIONTOWN.
 JX0607'AT UNIONTOWN, ABOUT 95 YARDS SOUTH ALONG A BLACK TOP AND
 JX0607'GRAVEL ROAD FROM THE POST OFFICE, THENCE ABOUT 85 YARDS WEST
 JX0607'ALONG A TRAIL (OLD HIGHWAY), ON THE EAST SLOPE OF A STEEP GRADE,
 JX0607'SET VERTICALLY IN THE NORTH FACE OF WEST END OF A ROCK LEDGE
 JX0607'ON THE SOUTH SIDE OF TRAIL, 28 FEET SOUTH OF CENTER LINE OF
 JX0607'TRAIL, 20 FEET NORTHWEST OF A POWER POLE AND ABOUT 12 FEET
 JX0607'ABOVE LEVEL OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0163 ***********************************************************************
 JX0163  DESIGNATION -  1133 USGS
 JX0163  PID         -  JX0163
 JX0163  STATE/COUNTY-  WV/HARRISON
 JX0163  USGS QUAD   -  WOLF SUMMIT (1976)
 JX0163
 JX0163                         *CURRENT SURVEY CONTROL
 JX0163  ___________________________________________________________________
 JX0163* NAD 83(1986)-  39 16 51.     (N)    080 27 34.     (W)     SCALED    
 JX0163* NAVD 88     -       345.695  (meters)    1134.17   (feet)  POSTED    
 JX0163  ___________________________________________________________________
 JX0163  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JX0163  DYNAMIC HT  -         345.480 (meters)    1133.46  (feet)  COMP
 JX0163  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 JX0163
 JX0163  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JX0163
 JX0163.The horizontal coordinates were scaled from a topographic map and have
 JX0163.an estimated accuracy of +/- 6 seconds.
 JX0163
 JX0163.The orthometric height was determined by differential leveling
 JX0163.and adjusted by the National Geodetic Survey in 1992..
 JX0163.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JX0163.rate of 4.1 thru 8.0 mm/km.
 JX0163
 JX0163.The geoid height was determined by GEOID03.
 JX0163
 JX0163.The dynamic height is computed by dividing the NAVD 88
 JX0163.geopotential number by the normal gravity value computed on the
 JX0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0163.degrees latitude (g = 980.6199 gals.).
 JX0163
 JX0163.The modeled gravity was interpolated from observed gravity values.
 JX0163
 JX0163;                    North         East    Units  Estimated Accuracy
 JX0163;SPC WV N     -    87,130.      517,220.      MT  (+/- 180 meters Scaled)
 JX0163
 JX0163                          SUPERSEDED SURVEY CONTROL
 JX0163
 JX0163  NGVD 29 (??/??/92)  345.866  (m)         1134.73   (f) ADJ UNCH    1 2
 JX0163
 JX0163.Superseded values are not recommended for survey control.
 JX0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0163.See file dsdata.txt to determine how the superseded data were derived.
 JX0163
 JX0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND466480(NAD 83)
 JX0163_MARKER: DD = SURVEY DISK
 JX0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0163_SP_SET: BUILDING
 JX0163_STAMPING: 1133 GRAFTON 1901
 JX0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0163
 JX0163  HISTORY     - Date     Condition        Report By
 JX0163  HISTORY     - 1901     MONUMENTED       USGS
 JX0163  HISTORY     - 1943     GOOD             NGS
 JX0163  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0163
 JX0163                          STATION DESCRIPTION
 JX0163
 JX0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0163'AT WOLF SUMMIT.
 JX0163'AT WOLF SUMMIT, HARRISON COUNTY, 40 FEET EAST OF THE EAST END OF
 JX0163'THE BALTIMORE AND OHIO RAILROAD STATION, 24 FEET NORTH OF THE
 JX0163'CENTERLINE OF THE MAIN TRACK, AT A SMALL BRICK STORE BUILDING, IN
 JX0163'THE SOUTHEAST CORNER OF THE STONE FOUNDATION, AND 1 FOOT LOWER
 JX0163'THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK
 JX0163'SET VERTICALLY.
 JX0163
 JX0163                          STATION RECOVERY (1983)
 JX0163
 JX0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0163'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1639 ***********************************************************************
 GX1639  DESIGNATION -  1134
 GX1639  PID         -  GX1639
 GX1639  STATE/COUNTY-  WV/MCDOWELL
 GX1639  USGS QUAD   -  DAVY (1976)
 GX1639
 GX1639                         *CURRENT SURVEY CONTROL
 GX1639  ___________________________________________________________________
 GX1639* NAD 83(1986)-  37 28 05.     (N)    081 42 07.     (W)     SCALED    
 GX1639* NAVD 88     -       345.548  (meters)    1133.69   (feet)  ADJUSTED  
 GX1639  ___________________________________________________________________
 GX1639  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX1639  DYNAMIC HT  -         345.270 (meters)    1132.77  (feet)  COMP
 GX1639  MODELED GRAV-     979,815.6   (mgal)                       NAVD 88
 GX1639
 GX1639  VERT ORDER  -  SECOND    CLASS 0
 GX1639
 GX1639.The horizontal coordinates were scaled from a topographic map and have
 GX1639.an estimated accuracy of +/- 6 seconds.
 GX1639
 GX1639.The orthometric height was determined by differential leveling
 GX1639.and adjusted by the National Geodetic Survey in June 1991..
 GX1639
 GX1639.The geoid height was determined by GEOID03.
 GX1639
 GX1639.The dynamic height is computed by dividing the NAVD 88
 GX1639.geopotential number by the normal gravity value computed on the
 GX1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1639.degrees latitude (g = 980.6199 gals.).
 GX1639
 GX1639.The modeled gravity was interpolated from observed gravity values.
 GX1639
 GX1639;                    North         East    Units  Estimated Accuracy
 GX1639;SPC WV S     -    52,180.      537,900.      MT  (+/- 180 meters Scaled)
 GX1639
 GX1639                          SUPERSEDED SURVEY CONTROL
 GX1639
 GX1639  NGVD 29 (??/??/92)  345.727  (m)         1134.27   (f) ADJ UNCH    2 0
 GX1639
 GX1639.Superseded values are not recommended for survey control.
 GX1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1639.See file dsdata.txt to determine how the superseded data were derived.
 GX1639
 GX1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB379470(NAD 83)
 GX1639_MARKER: DB = BENCH MARK DISK
 GX1639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1639_SP_SET: WING WALL
 GX1639_STAMPING: 1134
 GX1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1639
 GX1639  HISTORY     - Date     Condition        Report By
 GX1639  HISTORY     - UNK      MONUMENTED       USGS
 GX1639  HISTORY     - 1935     GOOD             NGS
 GX1639
 GX1639                          STATION DESCRIPTION
 GX1639
 GX1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1639'1.4 MI E FROM RODERFIELD.
 GX1639'1.4 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1639'STATION AT RODERFIELD, MCDOWELL COUNTY, 3 RAILS NORTH OF MILEPOST
 GX1639'N 411, AT BRIDGE 904 A OVER TUG FORK RIVER, IN THE TOP OF THE
 GX1639'EAST WING WALL OF THE SOUTH ABUTMENT, 8.7 FEET EAST OF THE EAST
 GX1639'RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.  A UNITED
 GX1639'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1134.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0153 ***********************************************************************
 HX0153  DESIGNATION -  1134
 HX0153  PID         -  HX0153
 HX0153  STATE/COUNTY-  WV/LEWIS
 HX0153  USGS QUAD   -  WALKERSVILLE (1976)
 HX0153
 HX0153                         *CURRENT SURVEY CONTROL
 HX0153  ___________________________________________________________________
 HX0153* NAD 83(1986)-  38 49 19.     (N)    080 27 31.     (W)     SCALED    
 HX0153* NAVD 88     -       345.312  (meters)    1132.91   (feet)  ADJUSTED  
 HX0153  ___________________________________________________________________
 HX0153  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX0153  DYNAMIC HT  -         345.078 (meters)    1132.14  (feet)  COMP
 HX0153  MODELED GRAV-     979,939.0   (mgal)                       NAVD 88
 HX0153
 HX0153  VERT ORDER  -  SECOND    CLASS 0
 HX0153
 HX0153.The horizontal coordinates were scaled from a topographic map and have
 HX0153.an estimated accuracy of +/- 6 seconds.
 HX0153
 HX0153.The orthometric height was determined by differential leveling
 HX0153.and adjusted by the National Geodetic Survey in June 1991..
 HX0153
 HX0153.The geoid height was determined by GEOID03.
 HX0153
 HX0153.The dynamic height is computed by dividing the NAVD 88
 HX0153.geopotential number by the normal gravity value computed on the
 HX0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0153.degrees latitude (g = 980.6199 gals.).
 HX0153
 HX0153.The modeled gravity was interpolated from observed gravity values.
 HX0153
 HX0153;                    North         East    Units  Estimated Accuracy
 HX0153;SPC WV S     -   202,360.      647,020.      MT  (+/- 180 meters Scaled)
 HX0153
 HX0153                          SUPERSEDED SURVEY CONTROL
 HX0153
 HX0153  NGVD 29 (??/??/92)  345.500  (m)         1133.53   (f) ADJ UNCH    2 0
 HX0153
 HX0153.Superseded values are not recommended for survey control.
 HX0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0153.See file dsdata.txt to determine how the superseded data were derived.
 HX0153
 HX0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC469971(NAD 83)
 HX0153_MARKER: DD = SURVEY DISK
 HX0153_SETTING: 66 = SET IN ROCK OUTCROP
 HX0153_SP_SET: ROCK LEDGE
 HX0153_STAMPING: 1134 1911
 HX0153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0153+STABILITY: POSITION/ELEVATION WELL
 HX0153
 HX0153  HISTORY     - Date     Condition        Report By
 HX0153  HISTORY     - 1911     MONUMENTED       USGS
 HX0153  HISTORY     - 1962     GOOD             NGS
 HX0153
 HX0153                          STATION DESCRIPTION
 HX0153
 HX0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0153'0.6 MI NE FROM IRELAND.
 HX0153'ABOUT 0.2 MILE NORTHWEST ALONG COUNTY ROAD 50 FROM THE POST
 HX0153'OFFICE AT IRELAND, THENCE ABOUT 0.4 MILE NORTHEAST ALONG STATE
 HX0153'HIGHWAY 4 AND U.S. HIGHWAY 19, SET ON TOP OF A ROCK LEDGE THAT
 HX0153'IS ABOUT 153 FEET LONG AND 4 FEET HIGH AND EMBEDDED IN THE SIDE
 HX0153'OF A HILL, 123 FEET NORTHEAST OF A FARM HOUSE PRESENTLY OWNED
 HX0153'BY MR. A.L. ARMSTRONG, 140 FEET EAST OF SOUTHEAST END OF THE
 HX0153'BARN, 91 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 HX0153'4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1245 ***********************************************************************
 GX1245  DESIGNATION -  1137
 GX1245  PID         -  GX1245
 GX1245  STATE/COUNTY-  WV/FAYETTE
 GX1245  USGS QUAD   -  THURMOND (1988)
 GX1245
 GX1245                         *CURRENT SURVEY CONTROL
 GX1245  ___________________________________________________________________
 GX1245* NAD 83(1986)-  37 53 15.     (N)    081 03 48.     (W)     SCALED    
 GX1245* NAVD 88     -       346.400  (meters)    1136.48   (feet)  ADJUSTED  
 GX1245  ___________________________________________________________________
 GX1245  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX1245  DYNAMIC HT  -         346.131 (meters)    1135.60  (feet)  COMP
 GX1245  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 GX1245
 GX1245  VERT ORDER  -  FIRST     CLASS II
 GX1245
 GX1245.The horizontal coordinates were scaled from a topographic map and have
 GX1245.an estimated accuracy of +/- 6 seconds.
 GX1245
 GX1245.The orthometric height was determined by differential leveling
 GX1245.and adjusted by the National Geodetic Survey in June 1991..
 GX1245
 GX1245.The geoid height was determined by GEOID03.
 GX1245
 GX1245.The dynamic height is computed by dividing the NAVD 88
 GX1245.geopotential number by the normal gravity value computed on the
 GX1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1245.degrees latitude (g = 980.6199 gals.).
 GX1245
 GX1245.The modeled gravity was interpolated from observed gravity values.
 GX1245
 GX1245;                    North         East    Units  Estimated Accuracy
 GX1245;SPC WV S     -    98,500.      594,430.      MT  (+/- 180 meters Scaled)
 GX1245
 GX1245                          SUPERSEDED SURVEY CONTROL
 GX1245
 GX1245  NGVD 29 (??/??/92)  346.576  (m)         1137.06   (f) ADJ UNCH    1 2
 GX1245
 GX1245.Superseded values are not recommended for survey control.
 GX1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1245.See file dsdata.txt to determine how the superseded data were derived.
 GX1245
 GX1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB944933(NAD 83)
 GX1245_MARKER: DD = SURVEY DISK
 GX1245_SETTING: 80 = SET IN A BOULDER
 GX1245_SP_SET: BOULDER
 GX1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1245+STABILITY: SURFACE MOTION
 GX1245
 GX1245  HISTORY     - Date     Condition        Report By
 GX1245  HISTORY     - UNK      MONUMENTED       USGS
 GX1245  HISTORY     - 1958     POOR             NGS
 GX1245
 GX1245                          STATION DESCRIPTION
 GX1245
 GX1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1245'4.1 MI NW FROM QUINNIMONT.
 GX1245'ABOUT 4.1 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1245'FROM THE STATION AT QUINNIMONT, 355 YARDS SOUTH OF THE FLAG
 GX1245'STATION AT MC KENDREE, 342 YARDS SOUTH OF A ROAD CROSSING, 94 1/2
 GX1245'FEET SOUTHEAST OF AND ACROSS THE TRACK FROM MILEPOST 383, SET
 GX1245'VERTICALLY IN THE TRIANGULAR SHAPED WEST-SOUTHWEST FACE OF A
 GX1245'4-FOOT HIGH BY 4-FOOT WIDE BY 1-FOOT DEEP EXPOSED PART OF A
 GX1245'BURIED BOULDER AT THE BOTTOM OF A HILLSIDE, 3 FEET ABOVE THE
 GX1245'BOTTOM OF DITCH, 9.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 GX1245'THE NORTHEAST TRACK AND AT INSIDE OF A CURVE, 44 1/2 FEET SOUTHEAST
 GX1245'OF A WHISTLE POST SIGN, AND ABOUT LEVEL WITH THE TOP OF THE
 GX1245'RAIL.  NOTE-- MARK IS NOT LEGIBLE AND ONLY HALF OF THE DISK
 GX1245'REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0849 ***********************************************************************
 JW0849  DESIGNATION -  1167
 JW0849  PID         -  JW0849
 JW0849  STATE/COUNTY-  WV/BARBOUR
 JW0849  USGS QUAD   -  NESTORVILLE (1976)
 JW0849
 JW0849                         *CURRENT SURVEY CONTROL
 JW0849  ___________________________________________________________________
 JW0849* NAD 83(1986)-  39 12 50.     (N)    079 56 36.     (W)     SCALED    
 JW0849* NAVD 88     -       355.556  (meters)    1166.52   (feet)  ADJUSTED  
 JW0849  ___________________________________________________________________
 JW0849  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JW0849  DYNAMIC HT  -         355.323 (meters)    1165.76  (feet)  COMP
 JW0849  MODELED GRAV-     979,963.1   (mgal)                       NAVD 88
 JW0849
 JW0849  VERT ORDER  -  FIRST     CLASS II
 JW0849
 JW0849.The horizontal coordinates were scaled from a topographic map and have
 JW0849.an estimated accuracy of +/- 6 seconds.
 JW0849
 JW0849.The orthometric height was determined by differential leveling
 JW0849.and adjusted by the National Geodetic Survey in June 1991..
 JW0849
 JW0849.The geoid height was determined by GEOID03.
 JW0849
 JW0849.The dynamic height is computed by dividing the NAVD 88
 JW0849.geopotential number by the normal gravity value computed on the
 JW0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0849.degrees latitude (g = 980.6199 gals.).
 JW0849
 JW0849.The modeled gravity was interpolated from observed gravity values.
 JW0849
 JW0849;                    North         East    Units  Estimated Accuracy
 JW0849;SPC WV N     -    79,350.      561,710.      MT  (+/- 180 meters Scaled)
 JW0849
 JW0849                          SUPERSEDED SURVEY CONTROL
 JW0849
 JW0849  NGVD 29 (??/??/92)  355.740  (m)         1167.12   (f) ADJ UNCH    1 2
 JW0849
 JW0849.Superseded values are not recommended for survey control.
 JW0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0849.See file dsdata.txt to determine how the superseded data were derived.
 JW0849
 JW0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND912410(NAD 83)
 JW0849_MARKER: DD = SURVEY DISK
 JW0849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0849_SP_SET: BRIDGE
 JW0849_STAMPING: 1167
 JW0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0849
 JW0849  HISTORY     - Date     Condition        Report By
 JW0849  HISTORY     - UNK      MONUMENTED       USGS
 JW0849  HISTORY     - 1935     GOOD             NGS
 JW0849
 JW0849                          STATION DESCRIPTION
 JW0849
 JW0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0849'13.9 MI S FROM GRAFTON.
 JW0849'IN BARBOUR COUNTY, ABOUT 13.9 MILES SOUTH ALONG THE BALTIMORE AND
 JW0849'OHIO RAILROAD FROM THE STATION AT GRAFTON, TAYLOR COUNTY, 40 FEET
 JW0849'NORTH OF THE POST OFFICE AT MOATSVILLE, AT BRIDGE 13 A, IN THE
 JW0849'TOP OF THE WEST END OF THE SOUTH BRIDGE SEAT, 12 FEET WEST OF
 JW0849'THE CENTER LINE OF THE TRACK, AND 4 FEET LOWER THAN THE RAIL.  A
 JW0849'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1167.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0544 ***********************************************************************
 HX0544  DESIGNATION -  1171 USDA
 HX0544  PID         -  HX0544
 HX0544  STATE/COUNTY-  WV/POCAHONTAS
 HX0544  USGS QUAD   -  MARLINTON (1995)
 HX0544
 HX0544                         *CURRENT SURVEY CONTROL
 HX0544  ___________________________________________________________________
 HX0544* NAD 83(1986)-  38 13 23.     (N)    080 05 42.     (W)     SCALED    
 HX0544* NAVD 88     -       648.602  (meters)    2127.96   (feet)  ADJUSTED  
 HX0544  ___________________________________________________________________
 HX0544  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX0544  DYNAMIC HT  -         648.083 (meters)    2126.25  (feet)  COMP
 HX0544  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 HX0544
 HX0544  VERT ORDER  -  FIRST     CLASS II
 HX0544
 HX0544.The horizontal coordinates were scaled from a topographic map and have
 HX0544.an estimated accuracy of +/- 6 seconds.
 HX0544
 HX0544.The orthometric height was determined by differential leveling
 HX0544.and adjusted by the National Geodetic Survey in June 1991..
 HX0544
 HX0544.The geoid height was determined by GEOID03.
 HX0544
 HX0544.The dynamic height is computed by dividing the NAVD 88
 HX0544.geopotential number by the normal gravity value computed on the
 HX0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0544.degrees latitude (g = 980.6199 gals.).
 HX0544
 HX0544.The modeled gravity was interpolated from observed gravity values.
 HX0544
 HX0544;                    North         East    Units  Estimated Accuracy
 HX0544;SPC WV S     -   136,130.      679,240.      MT  (+/- 180 meters Scaled)
 HX0544
 HX0544                          SUPERSEDED SURVEY CONTROL
 HX0544
 HX0544  NGVD 29 (??/??/92)  648.681  (m)         2128.21   (f) ADJ UNCH    1 2
 HX0544
 HX0544.Superseded values are not recommended for survey control.
 HX0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0544.See file dsdata.txt to determine how the superseded data were derived.
 HX0544
 HX0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC792309(NAD 83)
 HX0544_MARKER: DD = SURVEY DISK
 HX0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0544_SP_SET: RETAINING WALL
 HX0544_STAMPING: 1171
 HX0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0544
 HX0544  HISTORY     - Date     Condition        Report By
 HX0544  HISTORY     - UNK      MONUMENTED       USDA
 HX0544  HISTORY     - 1934     GOOD             NGS
 HX0544  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0544  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0544
 HX0544                          STATION DESCRIPTION
 HX0544
 HX0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX0544'AT MARLINTON.
 HX0544'AT MARLINTON, POCAHONTAS COUNTY, 100 FEET SOUTH OF THE CHESAPEAKE
 HX0544'AND OHIO RAILWAY STATION, 6 YARDS NORTH OF THE MAIN STREET
 HX0544'CROSSING, 1 YARD EAST OF THE EAST RAIL, IN THE TOP OF THE
 HX0544'SOUTHWEST CORNER OF THE CONCRETE RETAINING WALL OF THE STATION
 HX0544'PLATFORM, AND ABOUT LEVEL WITH THE RAIL.  A UNITED STATES
 HX0544'DEPARTMENT OF AGRICULTURE STANDARD DISK, STAMPED 1171.
 HX0544
 HX0544                          STATION RECOVERY (1973)
 HX0544
 HX0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0544'MARK NOT FOUND.
 HX0544
 HX0544                          STATION RECOVERY (1983)
 HX0544
 HX0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0544'NOT RECOVERED, MARK CONSIDERED DESTROYED AS CONCRETE IS BUSTED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1632 ***********************************************************************
 GX1632  DESIGNATION -  1178
 GX1632  PID         -  GX1632
 GX1632  STATE/COUNTY-  WV/MCDOWELL
 GX1632  USGS QUAD   -  DAVY (1976)
 GX1632
 GX1632                         *CURRENT SURVEY CONTROL
 GX1632  ___________________________________________________________________
 GX1632* NAD 83(1986)-  37 28 23.     (N)    081 40 06.     (W)     SCALED    
 GX1632* NAVD 88     -       358.880  (meters)    1177.43   (feet)  ADJUSTED  
 GX1632  ___________________________________________________________________
 GX1632  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX1632  DYNAMIC HT  -         358.590 (meters)    1176.47  (feet)  COMP
 GX1632  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 GX1632
 GX1632  VERT ORDER  -  SECOND    CLASS 0
 GX1632
 GX1632.The horizontal coordinates were scaled from a topographic map and have
 GX1632.an estimated accuracy of +/- 6 seconds.
 GX1632
 GX1632.The orthometric height was determined by differential leveling
 GX1632.and adjusted by the National Geodetic Survey in June 1991..
 GX1632
 GX1632.The geoid height was determined by GEOID03.
 GX1632
 GX1632.The dynamic height is computed by dividing the NAVD 88
 GX1632.geopotential number by the normal gravity value computed on the
 GX1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1632.degrees latitude (g = 980.6199 gals.).
 GX1632
 GX1632.The modeled gravity was interpolated from observed gravity values.
 GX1632
 GX1632;                    North         East    Units  Estimated Accuracy
 GX1632;SPC WV S     -    52,720.      540,880.      MT  (+/- 180 meters Scaled)
 GX1632
 GX1632                          SUPERSEDED SURVEY CONTROL
 GX1632
 GX1632  NGVD 29 (??/??/92)  359.054  (m)         1178.00   (f) ADJ UNCH    2 0
 GX1632
 GX1632.Superseded values are not recommended for survey control.
 GX1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1632.See file dsdata.txt to determine how the superseded data were derived.
 GX1632
 GX1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB409475(NAD 83)
 GX1632_MARKER: DD = SURVEY DISK
 GX1632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1632_SP_SET: WING WALL
 GX1632_STAMPING: 1178
 GX1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1632
 GX1632  HISTORY     - Date     Condition        Report By
 GX1632  HISTORY     - UNK      MONUMENTED       USGS
 GX1632  HISTORY     - 1935     GOOD             NGS
 GX1632
 GX1632                          STATION DESCRIPTION
 GX1632
 GX1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1632'1.3 MI NW FROM DAVY.
 GX1632'1.3 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1632'THE STATION AT DAVY, MCDOWELL COUNTY, AT TWIN BRANCH FLAG STOP,
 GX1632'9 RAILS WEST OF MILEPOST N 408, AT BRIDGE 902 OVER A HIGHWAY
 GX1632'AND TUG FORK RIVER, BETWEEN THE TWO TUNNELS, IN THE TOP OF THE
 GX1632'NORTH WING WALL OF THE EAST ABUTMENT, 5.5 FEET NORTH OF THE
 GX1632'NORTH RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.  A
 GX1632'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1178.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0496 ***********************************************************************
 JX0496  DESIGNATION -  12 BORR
 JX0496  PID         -  JX0496
 JX0496  STATE/COUNTY-  WV/MARSHALL
 JX0496  USGS QUAD   -  BUSINESSBURG (1976)
 JX0496
 JX0496                         *CURRENT SURVEY CONTROL
 JX0496  ___________________________________________________________________
 JX0496* NAD 83(1986)-  39 56 50.     (N)    080 45 35.     (W)     SCALED    
 JX0496* NAVD 88     -       202.899  (meters)     665.68   (feet)  ADJUSTED  
 JX0496  ___________________________________________________________________
 JX0496  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JX0496  DYNAMIC HT  -         202.786 (meters)     665.31  (feet)  COMP
 JX0496  MODELED GRAV-     980,063.0   (mgal)                       NAVD 88
 JX0496
 JX0496  VERT ORDER  -  SECOND    CLASS 0
 JX0496
 JX0496.The horizontal coordinates were scaled from a topographic map and have
 JX0496.an estimated accuracy of +/- 6 seconds.
 JX0496
 JX0496.The orthometric height was determined by differential leveling
 JX0496.and adjusted by the National Geodetic Survey in June 1991..
 JX0496
 JX0496.The geoid height was determined by GEOID03.
 JX0496
 JX0496.The dynamic height is computed by dividing the NAVD 88
 JX0496.geopotential number by the normal gravity value computed on the
 JX0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0496.degrees latitude (g = 980.6199 gals.).
 JX0496
 JX0496.The modeled gravity was interpolated from observed gravity values.
 JX0496
 JX0496;                    North         East    Units  Estimated Accuracy
 JX0496;SPC WV N     -   161,420.      492,350.      MT  (+/- 180 meters Scaled)
 JX0496
 JX0496                          SUPERSEDED SURVEY CONTROL
 JX0496
 JX0496  NGVD 29 (??/??/92)  203.045  (m)          666.16   (f) ADJ UNCH    2 0
 JX0496
 JX0496.Superseded values are not recommended for survey control.
 JX0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0496.See file dsdata.txt to determine how the superseded data were derived.
 JX0496
 JX0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE205219(NAD 83)
 JX0496_MARKER: O = CHISELED CIRCLE
 JX0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0496_SP_SET: WATER TOWER CON BASE
 JX0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0496
 JX0496  HISTORY     - Date     Condition        Report By
 JX0496  HISTORY     - UNK      MONUMENTED       BORR
 JX0496  HISTORY     - 1957     GOOD             NGS
 JX0496  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0496  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 JX0496
 JX0496                          STATION DESCRIPTION
 JX0496
 JX0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0496'2.4 MI N FROM MOUNDSVILLE.
 JX0496'ABOUT 2.4 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0496'FROM THE STATION AT MOUNDSVILLE, NEAR MILEAGE POLE NO. 371+3,
 JX0496'AN OUTLINED CHISELED CIRCLE ON THE TOP OF THE SOUTH CORNER OF
 JX0496'CONCRETE BASE OF THE SOUTHEAST LEG OF THE LOUIS MARX AND COMPANY
 JX0496'WATER TOWER, 77 FEET WEST OF WEST RAIL, ABOUT 100 YARDS EAST
 JX0496'OF RUNWAY OF GLEN DALE AIRPORT AND ABOUT 4 FEET BELOW LEVEL
 JX0496'OF TRACK.
 JX0496
 JX0496                          STATION RECOVERY (1983)
 JX0496
 JX0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0496'NOT RECOVERED, NO EVIDENCE OF A WATER TANK WAS FOUND, CONSIDER
 JX0496'DESTROYED.
 JX0496
 JX0496                          STATION RECOVERY (2004)
 JX0496
 JX0496'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 JX0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1238 ***********************************************************************
 GX1238  DESIGNATION -  1200 RESET 1942
 GX1238  PID         -  GX1238
 GX1238  STATE/COUNTY-  WV/FAYETTE
 GX1238  USGS QUAD   -  PRINCE (1989)
 GX1238
 GX1238                         *CURRENT SURVEY CONTROL
 GX1238  ___________________________________________________________________
 GX1238* NAD 83(1986)-  37 51 05.     (N)    081 02 47.     (W)     SCALED    
 GX1238* NAVD 88     -       366.077  (meters)    1201.04   (feet)  ADJUSTED  
 GX1238  ___________________________________________________________________
 GX1238  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX1238  DYNAMIC HT  -         365.788 (meters)    1200.09  (feet)  COMP
 GX1238  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 GX1238
 GX1238  VERT ORDER  -  FIRST     CLASS II
 GX1238
 GX1238.The horizontal coordinates were scaled from a topographic map and have
 GX1238.an estimated accuracy of +/- 6 seconds.
 GX1238
 GX1238.The orthometric height was determined by differential leveling
 GX1238.and adjusted by the National Geodetic Survey in June 1991..
 GX1238
 GX1238.The geoid height was determined by GEOID03.
 GX1238
 GX1238.The dynamic height is computed by dividing the NAVD 88
 GX1238.geopotential number by the normal gravity value computed on the
 GX1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1238.degrees latitude (g = 980.6199 gals.).
 GX1238
 GX1238.The modeled gravity was interpolated from observed gravity values.
 GX1238
 GX1238;                    North         East    Units  Estimated Accuracy
 GX1238;SPC WV S     -    94,500.      595,920.      MT  (+/- 180 meters Scaled)
 GX1238
 GX1238                          SUPERSEDED SURVEY CONTROL
 GX1238
 GX1238  NGVD 29 (??/??/92)  366.251  (m)         1201.61   (f) ADJ UNCH    1 2
 GX1238
 GX1238.Superseded values are not recommended for survey control.
 GX1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1238.See file dsdata.txt to determine how the superseded data were derived.
 GX1238
 GX1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB959893(NAD 83)
 GX1238_MARKER: DD = SURVEY DISK
 GX1238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1238_SP_SET: BRIDGE
 GX1238_STAMPING: 1200 RESET 1942
 GX1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1238
 GX1238  HISTORY     - Date     Condition        Report By
 GX1238  HISTORY     - 1942     MONUMENTED       USGS
 GX1238  HISTORY     - 1961     GOOD             NGS
 GX1238
 GX1238                          STATION DESCRIPTION
 GX1238
 GX1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX1238'AT QUINNIMONT.
 GX1238'AT QUINNIMONT, ALONG THE CHESAPEAKE AND OHIO RAILWAY, ABOUT 17
 GX1238'YARDS WEST AND ACROSS THREE TRACKS FROM THE NORTHWEST CORNER OF
 GX1238'THE STATION, SET ON TOP OF THE WEST END OF THE SOUTH ABUTMENT OF
 GX1238'A 60-FOOT STEEL BRIDGE NO. 3787 OVER LAUREL CREEK, 9 1/2 FEET WEST
 GX1238'OF THE WEST RAIL OF THE WEST TRACK AND 2 FEET ABOVE THE LEVEL OF
 GX1238'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1687 ***********************************************************************
 HX1687  DESIGNATION -  1203
 HX1687  PID         -  HX1687
 HX1687  STATE/COUNTY-  WV/CALHOUN
 HX1687  USGS QUAD   -  MILLSTONE (1965)
 HX1687
 HX1687                         *CURRENT SURVEY CONTROL
 HX1687  ___________________________________________________________________
 HX1687* NAD 83(1986)-  38 48 22.     (N)    081 03 40.     (W)     SCALED    
 HX1687* NAVD 88     -       366.786  (meters)    1203.36   (feet)  ADJUSTED  
 HX1687  ___________________________________________________________________
 HX1687  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HX1687  DYNAMIC HT  -         366.547 (meters)    1202.58  (feet)  COMP
 HX1687  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 HX1687
 HX1687  VERT ORDER  -  SECOND    CLASS 0
 HX1687
 HX1687.The horizontal coordinates were scaled from a topographic map and have
 HX1687.an estimated accuracy of +/- 6 seconds.
 HX1687
 HX1687.The orthometric height was determined by differential leveling
 HX1687.and adjusted by the National Geodetic Survey in June 1991..
 HX1687
 HX1687.The geoid height was determined by GEOID03.
 HX1687
 HX1687.The dynamic height is computed by dividing the NAVD 88
 HX1687.geopotential number by the normal gravity value computed on the
 HX1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1687.degrees latitude (g = 980.6199 gals.).
 HX1687
 HX1687.The modeled gravity was interpolated from observed gravity values.
 HX1687
 HX1687;                    North         East    Units  Estimated Accuracy
 HX1687;SPC WV S     -   200,470.      594,690.      MT  (+/- 180 meters Scaled)
 HX1687
 HX1687                          SUPERSEDED SURVEY CONTROL
 HX1687
 HX1687  NGVD 29 (??/??/92)  366.958  (m)         1203.93   (f) ADJ UNCH    2 0
 HX1687
 HX1687.Superseded values are not recommended for survey control.
 HX1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1687.See file dsdata.txt to determine how the superseded data were derived.
 HX1687
 HX1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC946952(NAD 83)
 HX1687_MARKER: DD = SURVEY DISK
 HX1687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1687_SP_SET: FOUNDATION
 HX1687_STAMPING: 1203
 HX1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1687
 HX1687  HISTORY     - Date     Condition        Report By
 HX1687  HISTORY     - UNK      MONUMENTED       USGS
 HX1687  HISTORY     - 1933     GOOD             NGS
 HX1687
 HX1687                          STATION DESCRIPTION
 HX1687
 HX1687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX1687'2.6 MI NE FROM MILLSTONE.
 HX1687'2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HX1687'MILLSTONE, CALHOUN COUNTY, AT THE NORTHEAST CORNER OF THE
 HX1687'OCTAGONAL-SHAPED METHODIST EPISCOPAL CHURCH, 12 YARDS WEST OF
 HX1687'THE CENTERLINE OF THE HIGHWAY, IN THE CONCRETE FOUNDATION, AND
 HX1687'LEVEL WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 HX1687'STANDARD DISK, STAMPED 1203 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0740 ***********************************************************************
 JW0740  DESIGNATION -  1218
 JW0740  PID         -  JW0740
 JW0740  STATE/COUNTY-  WV/MINERAL
 JW0740  USGS QUAD   -  WESTERNPORT (1981)
 JW0740
 JW0740                         *CURRENT SURVEY CONTROL
 JW0740  ___________________________________________________________________
 JW0740* NAD 83(1986)-  39 25 55.     (N)    079 06 38.     (W)     SCALED    
 JW0740* NAVD 88     -       371.213  (meters)    1217.89   (feet)  ADJUSTED  
 JW0740  ___________________________________________________________________
 JW0740  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JW0740  DYNAMIC HT  -         370.958 (meters)    1217.05  (feet)  COMP
 JW0740  MODELED GRAV-     979,930.3   (mgal)                       NAVD 88
 JW0740
 JW0740  VERT ORDER  -  SECOND    CLASS 0
 JW0740
 JW0740.The horizontal coordinates were scaled from a topographic map and have
 JW0740.an estimated accuracy of +/- 6 seconds.
 JW0740
 JW0740.The orthometric height was determined by differential leveling
 JW0740.and adjusted by the National Geodetic Survey in June 1991..
 JW0740
 JW0740.The geoid height was determined by GEOID03.
 JW0740
 JW0740.The dynamic height is computed by dividing the NAVD 88
 JW0740.geopotential number by the normal gravity value computed on the
 JW0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0740.degrees latitude (g = 980.6199 gals.).
 JW0740
 JW0740.The modeled gravity was interpolated from observed gravity values.
 JW0740
 JW0740;                    North         East    Units  Estimated Accuracy
 JW0740;SPC WV N     -   103,530.      633,530.      MT  (+/- 180 meters Scaled)
 JW0740
 JW0740                          SUPERSEDED SURVEY CONTROL
 JW0740
 JW0740  NGVD 29 (??/??/92)  371.375  (m)         1218.42   (f) ADJ UNCH    2 0
 JW0740
 JW0740.Superseded values are not recommended for survey control.
 JW0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0740.See file dsdata.txt to determine how the superseded data were derived.
 JW0740
 JW0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD626664(NAD 83)
 JW0740_MARKER: DD = SURVEY DISK
 JW0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0740_SP_SET: BRIDGE
 JW0740_STAMPING: 1218 1919
 JW0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0740
 JW0740  HISTORY     - Date     Condition        Report By
 JW0740  HISTORY     - 1919     MONUMENTED       USGS
 JW0740  HISTORY     - 1935     GOOD             NGS
 JW0740
 JW0740                          STATION DESCRIPTION
 JW0740
 JW0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0740'0.8 MI S FROM BARNUM.
 JW0740'0.8 MILE SOUTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0740'STATION AT BARNUM, MINERAL COUNTY, AT A BRIDGE, AT THE SECOND
 JW0740'STEP FROM THE TOP, IN THE TOP OF THE NORTHEAST CORNER OF THE
 JW0740'NORTH STONE ABUTMENT, 24 FEET EAST OF THE CENTERLINE OF THE
 JW0740'TRACK, AND 5 FEET BELOW THE LEVEL OF THE TRACK.  A U.S. GEOLOGICAL
 JW0740'SURVEY STANDARD DISK, STAMPED 1218 1919.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1404 ***********************************************************************
 HW1404  DESIGNATION -  122
 HW1404  PID         -  HW1404
 HW1404  STATE/COUNTY-  WV/PENDLETON
 HW1404  USGS QUAD   -  ONEGO (1995)
 HW1404
 HW1404                         *CURRENT SURVEY CONTROL
 HW1404  ___________________________________________________________________
 HW1404* NAD 83(1986)-  38 50 11.     (N)    079 23 22.     (W)     SCALED    
 HW1404* NAVD 88     -       498.889  (meters)    1636.77   (feet)  ADJUSTED  
 HW1404  ___________________________________________________________________
 HW1404  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HW1404  DYNAMIC HT  -         498.534 (meters)    1635.61  (feet)  COMP
 HW1404  MODELED GRAV-     979,899.4   (mgal)                       NAVD 88
 HW1404
 HW1404  VERT ORDER  -  SECOND    CLASS 0
 HW1404
 HW1404.The horizontal coordinates were scaled from a topographic map and have
 HW1404.an estimated accuracy of +/- 6 seconds.
 HW1404
 HW1404.The orthometric height was determined by differential leveling
 HW1404.and adjusted by the National Geodetic Survey in June 1991..
 HW1404
 HW1404.The geoid height was determined by GEOID03.
 HW1404
 HW1404.The dynamic height is computed by dividing the NAVD 88
 HW1404.geopotential number by the normal gravity value computed on the
 HW1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1404.degrees latitude (g = 980.6199 gals.).
 HW1404
 HW1404.The modeled gravity was interpolated from observed gravity values.
 HW1404
 HW1404;                    North         East    Units  Estimated Accuracy
 HW1404;SPC WV S     -   205,040.      739,830.      MT  (+/- 180 meters Scaled)
 HW1404
 HW1404                          SUPERSEDED SURVEY CONTROL
 HW1404
 HW1404  NGVD 29 (??/??/92)  499.027  (m)         1637.22   (f) ADJ UNCH    2 0
 HW1404
 HW1404.Superseded values are not recommended for survey control.
 HW1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1404.See file dsdata.txt to determine how the superseded data were derived.
 HW1404
 HW1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC397998(NAD 83)
 HW1404_MARKER: Q = CHISELED SQUARE
 HW1404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1404_SP_SET: CULVERT
 HW1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1404
 HW1404  HISTORY     - Date     Condition        Report By
 HW1404  HISTORY     - UNK      MONUMENTED       WVHD
 HW1404  HISTORY     - 1934     GOOD             NGS
 HW1404
 HW1404                          STATION DESCRIPTION
 HW1404
 HW1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1404'2 MI E FROM ONEGO.
 HW1404'2.0 MILES EAST ALONG U.S. HIGHWAY 33 FROM ONEGO, PENDLETON
 HW1404'COUNTY, 0.7 MILE WEST OF THE POST OFFICE AT MOUTH OF SENECA,
 HW1404'AT A CULVERT NEAR THE BOTTOM OF A STEEP GRADE, ON THE TOP OF
 HW1404'THE SOUTHEAST CORNER OF THE SOUTH HEADWALL, AND 6 YARDS SOUTH
 HW1404'OF THE CENTERLINE OF THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1403 ***********************************************************************
 HW1403  DESIGNATION -  123
 HW1403  PID         -  HW1403
 HW1403  STATE/COUNTY-  WV/PENDLETON
 HW1403  USGS QUAD   -  ONEGO (1995)
 HW1403
 HW1403                         *CURRENT SURVEY CONTROL
 HW1403  ___________________________________________________________________
 HW1403* NAD 83(1986)-  38 50 16.     (N)    079 23 42.     (W)     SCALED    
 HW1403* NAVD 88     -       536.99   (+/-2cm)    1761.8    (feet)  VERTCON   
 HW1403  ___________________________________________________________________
 HW1403  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HW1403
 HW1403  VERT ORDER  -  ? (See Below)
 HW1403
 HW1403.The horizontal coordinates were scaled from a topographic map and have
 HW1403.an estimated accuracy of +/- 6 seconds.
 HW1403
 HW1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1403.The vertical order pertains to the NGVD 29 superseded value.
 HW1403
 HW1403.The geoid height was determined by GEOID03.
 HW1403
 HW1403;                    North         East    Units  Estimated Accuracy
 HW1403;SPC WV S     -   205,190.      739,340.      MT  (+/- 180 meters Scaled)
 HW1403
 HW1403                          SUPERSEDED SURVEY CONTROL
 HW1403
 HW1403  NGVD 29 (??/??/92)  537.129  (m)         1762.23   (f) ADJ UNCH    ?  
 HW1403
 HW1403.Superseded values are not recommended for survey control.
 HW1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1403.See file dsdata.txt to determine how the superseded data were derived.
 HW1403
 HW1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC393999(NAD 83)
 HW1403_MARKER: Q = CHISELED SQUARE
 HW1403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1403_SP_SET: CULVERT
 HW1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1403
 HW1403  HISTORY     - Date     Condition        Report By
 HW1403  HISTORY     - UNK      MONUMENTED       WVHD
 HW1403  HISTORY     - 1934     GOOD             NGS
 HW1403
 HW1403                          STATION DESCRIPTION
 HW1403
 HW1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1403'1.6 MI E FROM ONEGO.
 HW1403'1.6 MILES EAST ALONG U.S. HIGHWAY 33 FROM ONEGO, PENDLETON
 HW1403'COUNTY, 1.1 MILES WEST OF THE POST OFFICE AT MOUTH OF SENECA,
 HW1403'AT A CULVERT AT THE TOP OF A STEEP GRADE, ON THE TOP OF THE
 HW1403'SOUTHEAST CORNER OF THE SOUTH HEADWALL, AND 6 YARDS SOUTH
 HW1403'OF THE CENTERLINE OF THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1814 ***********************************************************************
 HW1814  DESIGNATION -  1235
 HW1814  PID         -  HW1814
 HW1814  STATE/COUNTY-  WV/POCAHONTAS
 HW1814  USGS QUAD   -  MINNEHAHA SPRINGS (1995)
 HW1814
 HW1814                         *CURRENT SURVEY CONTROL
 HW1814  ___________________________________________________________________
 HW1814* NAD 83(1986)-  38 10 42.     (N)    079 59 55.     (W)     SCALED    
 HW1814* NAVD 88     -       691.219  (meters)    2267.77   (feet)  ADJUSTED  
 HW1814  ___________________________________________________________________
 HW1814  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HW1814  DYNAMIC HT  -         690.651 (meters)    2265.91  (feet)  COMP
 HW1814  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 HW1814
 HW1814  VERT ORDER  -  SECOND    CLASS 0
 HW1814
 HW1814.The horizontal coordinates were scaled from a topographic map and have
 HW1814.an estimated accuracy of +/- 6 seconds.
 HW1814
 HW1814.The orthometric height was determined by differential leveling
 HW1814.and adjusted by the National Geodetic Survey in June 1991..
 HW1814
 HW1814.The geoid height was determined by GEOID03.
 HW1814
 HW1814.The dynamic height is computed by dividing the NAVD 88
 HW1814.geopotential number by the normal gravity value computed on the
 HW1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1814.degrees latitude (g = 980.6199 gals.).
 HW1814
 HW1814.The modeled gravity was interpolated from observed gravity values.
 HW1814
 HW1814;                    North         East    Units  Estimated Accuracy
 HW1814;SPC WV S     -   131,260.      687,730.      MT  (+/- 180 meters Scaled)
 HW1814
 HW1814                          SUPERSEDED SURVEY CONTROL
 HW1814
 HW1814  NGVD 29 (??/??/92)  691.291  (m)         2268.01   (f) ADJ UNCH    2 0
 HW1814
 HW1814.Superseded values are not recommended for survey control.
 HW1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1814.See file dsdata.txt to determine how the superseded data were derived.
 HW1814
 HW1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC877260(NAD 83)
 HW1814_MARKER: DD = SURVEY DISK
 HW1814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1814_SP_SET: CULVERT
 HW1814_STAMPING: 1235
 HW1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1814
 HW1814  HISTORY     - Date     Condition        Report By
 HW1814  HISTORY     - UNK      MONUMENTED       USFS
 HW1814  HISTORY     - 1934     GOOD             NGS
 HW1814
 HW1814                          STATION DESCRIPTION
 HW1814
 HW1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1814'1.5 MI W FROM MINNEHAHA SPRINGS.
 HW1814'1.5 MILES WEST ALONG STATE HIGHWAYS 43 AND 28 FROM THE POST
 HW1814'OFFICE AT MINNEHAHA SPRINGS, POCAHONTAS COUNTY, AT A CONCRETE
 HW1814'CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 12
 HW1814'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 HW1814'THE HIGHWAY.  A UNITED STATES FOREST SERVICE STANDARD DISK,
 HW1814'STAMPED 1235.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0258 ***********************************************************************
 HX0258  DESIGNATION -  1241
 HX0258  PID         -  HX0258
 HX0258  STATE/COUNTY-  WV/WEBSTER
 HX0258  USGS QUAD   -  DIANA (1982)
 HX0258
 HX0258                         *CURRENT SURVEY CONTROL
 HX0258  ___________________________________________________________________
 HX0258* NAD 83(1986)-  38 34 28.     (N)    080 27 10.     (W)     SCALED    
 HX0258* NAVD 88     -       378.177  (meters)    1240.74   (feet)  ADJUSTED  
 HX0258  ___________________________________________________________________
 HX0258  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 HX0258  DYNAMIC HT  -         377.909 (meters)    1239.86  (feet)  COMP
 HX0258  MODELED GRAV-     979,907.9   (mgal)                       NAVD 88
 HX0258
 HX0258  VERT ORDER  -  SECOND    CLASS 0
 HX0258
 HX0258.The horizontal coordinates were scaled from a topographic map and have
 HX0258.an estimated accuracy of +/- 6 seconds.
 HX0258
 HX0258.The orthometric height was determined by differential leveling
 HX0258.and adjusted by the National Geodetic Survey in June 1991..
 HX0258
 HX0258.The geoid height was determined by GEOID03.
 HX0258
 HX0258.The dynamic height is computed by dividing the NAVD 88
 HX0258.geopotential number by the normal gravity value computed on the
 HX0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0258.degrees latitude (g = 980.6199 gals.).
 HX0258
 HX0258.The modeled gravity was interpolated from observed gravity values.
 HX0258
 HX0258;                    North         East    Units  Estimated Accuracy
 HX0258;SPC WV S     -   174,890.      647,680.      MT  (+/- 180 meters Scaled)
 HX0258
 HX0258                          SUPERSEDED SURVEY CONTROL
 HX0258
 HX0258  NGVD 29 (??/??/92)  378.345  (m)         1241.29   (f) ADJ UNCH    2 0
 HX0258
 HX0258.Superseded values are not recommended for survey control.
 HX0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0258.See file dsdata.txt to determine how the superseded data were derived.
 HX0258
 HX0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC476696(NAD 83)
 HX0258_MARKER: DD = SURVEY DISK
 HX0258_SETTING: 80 = SET IN A BOULDER
 HX0258_SP_SET: BOULDER
 HX0258_STAMPING: 1241
 HX0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0258+STABILITY: SURFACE MOTION
 HX0258
 HX0258  HISTORY     - Date     Condition        Report By
 HX0258  HISTORY     - UNK      MONUMENTED       USGS
 HX0258  HISTORY     - 1962     GOOD             NGS
 HX0258
 HX0258                          STATION DESCRIPTION
 HX0258
 HX0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0258'1 MI NW FROM DIANA.
 HX0258'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0258'OFFICE AT DIANA, THENCE 0.9 MILE NORTHWEST ALONG THE HOLLY RIVER
 HX0258'ROAD THAT FOLLOWS ALONG THE RIGHT FORK OF THE HOLLY RIVER, SET ON
 HX0258'TOP OF A ROCK BOULDER THAT IS ABOUT 5-BY 8-FOOT LONG AND PROJECTS
 HX0258'OUT OF THE RIVER BANK, 90 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HX0258'86 FEET WEST OF THE SOUTHWEST CORNER OF A 72-FOOT BRIDGE OVER THE
 HX0258'RIVER, 24 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE RIVER
 HX0258'BANK, 0.9 FOOT WEST OF THE EAST CORNER OF THE BOULDER, AND ABOUT
 HX0258'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1436 ***********************************************************************
 HW1436  DESIGNATION -  1246
 HW1436  PID         -  HW1436
 HW1436  STATE/COUNTY-  WV/PENDLETON
 HW1436  USGS QUAD   -  MOZER (1995)
 HW1436
 HW1436                         *CURRENT SURVEY CONTROL
 HW1436  ___________________________________________________________________
 HW1436* NAD 83(1986)-  38 50 37.     (N)    079 14 13.     (W)     SCALED    
 HW1436* NAVD 88     -       379.592  (meters)    1245.38   (feet)  ADJUSTED  
 HW1436  ___________________________________________________________________
 HW1436  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 HW1436  DYNAMIC HT  -         379.331 (meters)    1244.52  (feet)  COMP
 HW1436  MODELED GRAV-     979,928.5   (mgal)                       NAVD 88
 HW1436
 HW1436  VERT ORDER  -  SECOND    CLASS 0
 HW1436
 HW1436.The horizontal coordinates were scaled from a topographic map and have
 HW1436.an estimated accuracy of +/- 6 seconds.
 HW1436
 HW1436.The orthometric height was determined by differential leveling
 HW1436.and adjusted by the National Geodetic Survey in June 1991..
 HW1436
 HW1436.The geoid height was determined by GEOID03.
 HW1436
 HW1436.The dynamic height is computed by dividing the NAVD 88
 HW1436.geopotential number by the normal gravity value computed on the
 HW1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1436.degrees latitude (g = 980.6199 gals.).
 HW1436
 HW1436.The modeled gravity was interpolated from observed gravity values.
 HW1436
 HW1436;                    North         East    Units  Estimated Accuracy
 HW1436;SPC WV S     -   206,080.      753,050.      MT  (+/- 180 meters Scaled)
 HW1436
 HW1436                          SUPERSEDED SURVEY CONTROL
 HW1436
 HW1436  NGVD 29 (??/??/92)  379.725  (m)         1245.81   (f) ADJ UNCH    2 0
 HW1436
 HW1436.Superseded values are not recommended for survey control.
 HW1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1436.See file dsdata.txt to determine how the superseded data were derived.
 HW1436
 HW1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD530008(NAD 83)
 HW1436_MARKER: DD = SURVEY DISK
 HW1436_SETTING: 66 = SET IN ROCK OUTCROP
 HW1436_SP_SET: ROCK OUTCROP
 HW1436_STAMPING: W VA 1246
 HW1436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1436+STABILITY: POSITION/ELEVATION WELL
 HW1436
 HW1436  HISTORY     - Date     Condition        Report By
 HW1436  HISTORY     - UNK      MONUMENTED       USGS
 HW1436  HISTORY     - 1934     GOOD             NGS
 HW1436
 HW1436                          STATION DESCRIPTION
 HW1436
 HW1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1436'12 MI S FROM PETERSBURG.
 HW1436'IN PENDLETON COUNTY, 12.0 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM
 HW1436'PETERSBURG, GRANT COUNTY, 5 YARDS EAST OF THE EAST FACE OF THE
 HW1436'ALT SCHOOL, 39 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, IN
 HW1436'THE TOP OF A ROCK OUTCROP, AND 2 INCHES ABOVE THE GROUND.  A
 HW1436'U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED W. VA. 1246.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2445 ***********************************************************************
 GX2445  DESIGNATION -  1255
 GX2445  PID         -  GX2445
 GX2445  STATE/COUNTY-  WV/WYOMING
 GX2445  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2445
 GX2445                         *CURRENT SURVEY CONTROL
 GX2445  ___________________________________________________________________
 GX2445* NAD 83(1986)-  37 33 24.     (N)    081 39 07.     (W)     SCALED    
 GX2445* NAVD 88     -       382.424  (meters)    1254.67   (feet)  ADJUSTED  
 GX2445  ___________________________________________________________________
 GX2445  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GX2445  DYNAMIC HT  -         382.121 (meters)    1253.68  (feet)  COMP
 GX2445  MODELED GRAV-     979,826.1   (mgal)                       NAVD 88
 GX2445
 GX2445  VERT ORDER  -  SECOND    CLASS 0
 GX2445
 GX2445.The horizontal coordinates were scaled from a topographic map and have
 GX2445.an estimated accuracy of +/- 6 seconds.
 GX2445
 GX2445.The orthometric height was determined by differential leveling
 GX2445.and adjusted by the National Geodetic Survey in June 1991..
 GX2445
 GX2445.The geoid height was determined by GEOID03.
 GX2445
 GX2445.The dynamic height is computed by dividing the NAVD 88
 GX2445.geopotential number by the normal gravity value computed on the
 GX2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2445.degrees latitude (g = 980.6199 gals.).
 GX2445
 GX2445.The modeled gravity was interpolated from observed gravity values.
 GX2445
 GX2445;                    North         East    Units  Estimated Accuracy
 GX2445;SPC WV S     -    61,990.      542,400.      MT  (+/- 180 meters Scaled)
 GX2445
 GX2445                          SUPERSEDED SURVEY CONTROL
 GX2445
 GX2445  NGVD 29 (??/??/92)  382.603  (m)         1255.26   (f) ADJ UNCH    2 0
 GX2445
 GX2445.Superseded values are not recommended for survey control.
 GX2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2445.See file dsdata.txt to determine how the superseded data were derived.
 GX2445
 GX2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB424568(NAD 83)
 GX2445_MARKER: DD = SURVEY DISK
 GX2445_SETTING: 66 = SET IN ROCK OUTCROP
 GX2445_SP_SET: ROCK LEDGE
 GX2445_STAMPING: 1255
 GX2445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2445+STABILITY: POSITION/ELEVATION WELL
 GX2445
 GX2445  HISTORY     - Date     Condition        Report By
 GX2445  HISTORY     - UNK      MONUMENTED       USGS
 GX2445  HISTORY     - 1958     GOOD             NGS
 GX2445
 GX2445                          STATION DESCRIPTION
 GX2445
 GX2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2445'3.8 MI S FROM BAILEYSVILLE.
 GX2445'ABOUT 0.85 MILE EAST ALONG A BLACK TOP ROAD FROM THE BRIDGE OVER
 GX2445'GUYANDOT RIVER AT BAILEYSVILLE, THENCE 2.95 MILES SOUTH ALONG A
 GX2445'BLACK TOP ROAD TO DAVY, 0.4 MILE SOUTHWEST OF A LARGE CONCRETE
 GX2445'BLOCK CHURCH, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GX2445'NORTHEAST AND SOUTH, AT A LARGE TWO STORY WHITE HOUSE, IN THE
 GX2445'TOP OF THE NORTHWEST AND LOWEST ONE OF SEVERAL ROCK LEDGES IN
 GX2445'THE NORTH EDGE OF A CLUSTER OF WILD GRAPE VINES, 183 FEET NORTHWEST
 GX2445'OF CENTER LINE OF ROAD, 65 FEET NORTHEAST OF THE CENTER LINE OF
 GX2445'THE DRIVE LEADING TO THE HOUSE, 110 FEET SOUTHEAST OF THE EAST
 GX2445'CORNER OF THE HOUSE, 15 FEET NORTHWEST OF THE NORTHWEST EDGE
 GX2445'OF THE HIGHEST LEDGE OF ROCK, 1 1/2 FEET EAST OF THE WEST EDGE
 GX2445'OF THE LEDGE, AND ABOUT LEVEL WITH THE DRIVE TO THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1090 ***********************************************************************
 HX1090  DESIGNATION -  1268
 HX1090  PID         -  HX1090
 HX1090  STATE/COUNTY-  WV/NICHOLAS
 HX1090  USGS QUAD   -  GILBOA (1976)
 HX1090
 HX1090                         *CURRENT SURVEY CONTROL
 HX1090  ___________________________________________________________________
 HX1090* NAD 83(1986)-  38 17 13.     (N)    080 56 56.     (W)     SCALED    
 HX1090* NAVD 88     -       386.394  (meters)    1267.69   (feet)  ADJUSTED  
 HX1090  ___________________________________________________________________
 HX1090  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HX1090  DYNAMIC HT  -         386.114 (meters)    1266.78  (feet)  COMP
 HX1090  MODELED GRAV-     979,893.0   (mgal)                       NAVD 88
 HX1090
 HX1090  VERT ORDER  -  SECOND    CLASS 0
 HX1090
 HX1090.The horizontal coordinates were scaled from a topographic map and have
 HX1090.an estimated accuracy of +/- 6 seconds.
 HX1090
 HX1090.The orthometric height was determined by differential leveling
 HX1090.and adjusted by the National Geodetic Survey in June 1991..
 HX1090
 HX1090.The geoid height was determined by GEOID03.
 HX1090
 HX1090.The dynamic height is computed by dividing the NAVD 88
 HX1090.geopotential number by the normal gravity value computed on the
 HX1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1090.degrees latitude (g = 980.6199 gals.).
 HX1090
 HX1090.The modeled gravity was interpolated from observed gravity values.
 HX1090
 HX1090;                    North         East    Units  Estimated Accuracy
 HX1090;SPC WV S     -   142,840.      604,470.      MT  (+/- 180 meters Scaled)
 HX1090
 HX1090                          SUPERSEDED SURVEY CONTROL
 HX1090
 HX1090  NGVD 29 (??/??/92)  386.567  (m)         1268.26   (f) ADJ UNCH    2 0
 HX1090
 HX1090.Superseded values are not recommended for survey control.
 HX1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1090.See file dsdata.txt to determine how the superseded data were derived.
 HX1090
 HX1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC044376(NAD 83)
 HX1090_MARKER: DD = SURVEY DISK
 HX1090_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1090_SP_SET: UNSPECIFIED ROCK
 HX1090_STAMPING: 1268
 HX1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1090
 HX1090  HISTORY     - Date     Condition        Report By
 HX1090  HISTORY     - UNK      MONUMENTED       USGS
 HX1090  HISTORY     - 1961     GOOD             NGS
 HX1090
 HX1090                          STATION DESCRIPTION
 HX1090
 HX1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1090'1.6 MI SW FROM GILBOA.
 HX1090'ABOUT 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1090'OFFICE AT GILBOA, 0.1 MILE NORTHEAST OF THE JUNCTION OF COUNTY
 HX1090'ROAD NO. 9 LEADING SOUTHEAST TO CROSS LANES AND A STATE PARK,
 HX1090'NEAR THE JUNCTION OF COUNTY ROAD NO. 19/28, SET VERTICALLY IN
 HX1090'THE NORTHWEST FACE AND AT THE NORTH CORNER OF A LARGE FLAT
 HX1090'SANDSTONE ROCK THAT IS 25 FEET LONG-12 FEET WIDE AND 3 1/2 FEET
 HX1090'HIGH, 65 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 45
 HX1090'FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD NO. 19/28,
 HX1090'3 FEET SOUTHWEST OF THE NORTH CORNER OF THE ROCK, 2 1/2 FEET
 HX1090'ABOVE THE LEVEL OF THE GROUND AND 10 FEET ABOVE THE LEVEL OF THE
 HX1090'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0750 ***********************************************************************
 GX0750  DESIGNATION -  1269
 GX0750  PID         -  GX0750
 GX0750  STATE/COUNTY-  WV/SUMMERS
 GX0750  USGS QUAD   -  MEADOW CREEK (1988)
 GX0750
 GX0750                         *CURRENT SURVEY CONTROL
 GX0750  ___________________________________________________________________
 GX0750* NAD 83(1986)-  37 48 41.     (N)    080 55 30.     (W)     SCALED    
 GX0750* NAVD 88     -       387.265  (meters)    1270.55   (feet)  ADJUSTED  
 GX0750  ___________________________________________________________________
 GX0750  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX0750  DYNAMIC HT  -         386.949 (meters)    1269.52  (feet)  COMP
 GX0750  MODELED GRAV-     979,801.4   (mgal)                       NAVD 88
 GX0750
 GX0750  VERT ORDER  -  FIRST     CLASS II
 GX0750
 GX0750.The horizontal coordinates were scaled from a topographic map and have
 GX0750.an estimated accuracy of +/- 6 seconds.
 GX0750
 GX0750.The orthometric height was determined by differential leveling
 GX0750.and adjusted by the National Geodetic Survey in June 1991..
 GX0750
 GX0750.The geoid height was determined by GEOID03.
 GX0750
 GX0750.The dynamic height is computed by dividing the NAVD 88
 GX0750.geopotential number by the normal gravity value computed on the
 GX0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0750.degrees latitude (g = 980.6199 gals.).
 GX0750
 GX0750.The modeled gravity was interpolated from observed gravity values.
 GX0750
 GX0750;                    North         East    Units  Estimated Accuracy
 GX0750;SPC WV S     -    90,060.      606,600.      MT  (+/- 180 meters Scaled)
 GX0750
 GX0750                          SUPERSEDED SURVEY CONTROL
 GX0750
 GX0750  NGVD 29 (??/??/92)  387.431  (m)         1271.10   (f) ADJ UNCH    1 2
 GX0750
 GX0750.Superseded values are not recommended for survey control.
 GX0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0750.See file dsdata.txt to determine how the superseded data were derived.
 GX0750
 GX0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB066848(NAD 83)
 GX0750_MARKER: DD = SURVEY DISK
 GX0750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0750_SP_SET: ABUTMENT
 GX0750_STAMPING: 1269
 GX0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0750
 GX0750  HISTORY     - Date     Condition        Report By
 GX0750  HISTORY     - UNK      MONUMENTED       USGS
 GX0750  HISTORY     - 1958     GOOD             NGS
 GX0750
 GX0750                          STATION DESCRIPTION
 GX0750
 GX0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0750'0.2 MI NW FROM MEADOW CREEK.
 GX0750'ABOUT 0.2 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0750'FROM THE STATION AT MEADOW CREEK, 0.3 MILE SOUTHEAST OF MILEPOST
 GX0750'370, 7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK,
 GX0750'IN TOP OF THE NORTHEAST END OF BACK WALL OF THE NORTHWEST CONCRETE
 GX0750'ABUTMENT OF RAILROAD BRIDGE 3697 ACROSS MEADOW CREEK, 0.8 FOOT
 GX0750'NORTHWEST OF THE SOUTHEAST EDGE OF BACK WALL, 2.2 FEET SOUTHWEST
 GX0750'OF THE NORTHEAST EDGE OF BACK WALL, AND ABOUT 2 FEET BELOW THE
 GX0750'LEVEL OF THE TRACK.  LEVELING IN 1958 INDICATES MARK HAS PROBABLY
 GX0750'BEEN RESET AS ELEVATION IS 0.64 METERS HIGH.  ROD HELD ON BM OF USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0852 ***********************************************************************
 JW0852  DESIGNATION -  1275
 JW0852  PID         -  JW0852
 JW0852  STATE/COUNTY-  WV/BARBOUR
 JW0852  USGS QUAD   -  NESTORVILLE (1976)
 JW0852
 JW0852                         *CURRENT SURVEY CONTROL
 JW0852  ___________________________________________________________________
 JW0852* NAD 83(1986)-  39 12 29.     (N)    079 59 39.     (W)     SCALED    
 JW0852* NAVD 88     -       388.478  (meters)    1274.53   (feet)  ADJUSTED  
 JW0852  ___________________________________________________________________
 JW0852  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JW0852  DYNAMIC HT  -         388.224 (meters)    1273.70  (feet)  COMP
 JW0852  MODELED GRAV-     979,962.1   (mgal)                       NAVD 88
 JW0852
 JW0852  VERT ORDER  -  FIRST     CLASS II
 JW0852
 JW0852.The horizontal coordinates were scaled from a topographic map and have
 JW0852.an estimated accuracy of +/- 6 seconds.
 JW0852
 JW0852.The orthometric height was determined by differential leveling
 JW0852.and adjusted by the National Geodetic Survey in June 1991..
 JW0852
 JW0852.The geoid height was determined by GEOID03.
 JW0852
 JW0852.The dynamic height is computed by dividing the NAVD 88
 JW0852.geopotential number by the normal gravity value computed on the
 JW0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0852.degrees latitude (g = 980.6199 gals.).
 JW0852
 JW0852.The modeled gravity was interpolated from observed gravity values.
 JW0852
 JW0852;                    North         East    Units  Estimated Accuracy
 JW0852;SPC WV N     -    78,720.      557,320.      MT  (+/- 180 meters Scaled)
 JW0852
 JW0852                          SUPERSEDED SURVEY CONTROL
 JW0852
 JW0852  NGVD 29 (??/??/92)  388.662  (m)         1275.14   (f) ADJ UNCH    1 2
 JW0852
 JW0852.Superseded values are not recommended for survey control.
 JW0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0852.See file dsdata.txt to determine how the superseded data were derived.
 JW0852
 JW0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND868403(NAD 83)
 JW0852_MARKER: DD = SURVEY DISK
 JW0852_SETTING: 80 = SET IN A BOULDER
 JW0852_SP_SET: BOULDER
 JW0852_STAMPING: 1275 1909
 JW0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0852+STABILITY: SURFACE MOTION
 JW0852
 JW0852  HISTORY     - Date     Condition        Report By
 JW0852  HISTORY     - 1909     MONUMENTED       USGS
 JW0852  HISTORY     - 1933     GOOD             NGS
 JW0852
 JW0852                          STATION DESCRIPTION
 JW0852
 JW0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JW0852'AT ARDEN.
 JW0852'AT ARDEN, BARBOUR COUNTY, ABOUT 250 FEET SOUTHWEST OF THE BALTIMORE
 JW0852'AND OHIO RAILROAD STATION, ON THE EAST RIVER BANK, ABOUT 14 YARDS
 JW0852'NORTHWEST OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A LARGE
 JW0852'BOULDER, AND 2 FEET HIGHER THAN THE TRACK.  A UNITED STATES
 JW0852'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1275 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0461 ***********************************************************************
 JX0461  DESIGNATION -  128 A USE
 JX0461  PID         -  JX0461
 JX0461  STATE/COUNTY-  WV/WETZEL
 JX0461  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0461
 JX0461                         *CURRENT SURVEY CONTROL
 JX0461  ___________________________________________________________________
 JX0461* NAD 83(1986)-  39 38 25.     (N)    080 51 57.     (W)     SCALED    
 JX0461* NAVD 88     -       191.532  (meters)     628.38   (feet)  ADJUSTED  
 JX0461  ___________________________________________________________________
 JX0461  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JX0461  DYNAMIC HT  -         191.423 (meters)     628.03  (feet)  COMP
 JX0461  MODELED GRAV-     980,053.3   (mgal)                       NAVD 88
 JX0461
 JX0461  VERT ORDER  -  SECOND    CLASS 0
 JX0461
 JX0461.The horizontal coordinates were scaled from a topographic map and have
 JX0461.an estimated accuracy of +/- 6 seconds.
 JX0461
 JX0461.The orthometric height was determined by differential leveling
 JX0461.and adjusted by the National Geodetic Survey in June 1991..
 JX0461
 JX0461.The geoid height was determined by GEOID03.
 JX0461
 JX0461.The dynamic height is computed by dividing the NAVD 88
 JX0461.geopotential number by the normal gravity value computed on the
 JX0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0461.degrees latitude (g = 980.6199 gals.).
 JX0461
 JX0461.The modeled gravity was interpolated from observed gravity values.
 JX0461
 JX0461;                    North         East    Units  Estimated Accuracy
 JX0461;SPC WV N     -   127,480.      482,770.      MT  (+/- 180 meters Scaled)
 JX0461
 JX0461                          SUPERSEDED SURVEY CONTROL
 JX0461
 JX0461  NGVD 29 (??/??/92)  191.685  (m)          628.89   (f) ADJ UNCH    2 0
 JX0461
 JX0461.Superseded values are not recommended for survey control.
 JX0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0461.See file dsdata.txt to determine how the superseded data were derived.
 JX0461
 JX0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND115878(NAD 83)
 JX0461_MARKER: Q = CHISELED SQUARE
 JX0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0461_SP_SET: BUILDING
 JX0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0461
 JX0461  HISTORY     - Date     Condition        Report By
 JX0461  HISTORY     - UNK      MONUMENTED       DOD
 JX0461  HISTORY     - 1935     GOOD             NGS
 JX0461  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0461
 JX0461                          STATION DESCRIPTION
 JX0461
 JX0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0461'AT NEW MARTINSVILLE.
 JX0461'AT NEW MARTINSVILLE, WETZEL COUNTY, AT THE NORTHEAST CORNER OF
 JX0461'THE INTERSECTION OF MAIN AND WASHINGTON STREETS, AT THE SOUTHWEST
 JX0461'CORNER OF THE WEST VIRGINIA TITLE AND TRUST CO., BUILDING, 0.5
 JX0461'FOOT NORTH OF THE NORTHSIDE OF THE PARAPET WALL OF THE STAIRS OF
 JX0461'THE SOUTH ONE OF TWO ENTRANCES ON THE MAIN STREET SIDE OF THE
 JX0461'BUILDING, IN THE WATER TABLE, AND 2.8 FEET ABOVE THE LEVEL OF
 JX0461'THE SIDEWALK.  A 1-1/4 INCH OUTLINED SQUARE.
 JX0461
 JX0461                          STATION RECOVERY (1983)
 JX0461
 JX0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0461'NOT RECOVERED, THE PARAPET OF THE BUILDING (NOW THE CITY HALL) HAS
 JX0461'BEEN RESURFACED, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1655 ***********************************************************************
 GX1655  DESIGNATION -  1281
 GX1655  PID         -  GX1655
 GX1655  STATE/COUNTY-  WV/MCDOWELL
 GX1655  USGS QUAD   -  WELCH (1976)
 GX1655
 GX1655                         *CURRENT SURVEY CONTROL
 GX1655  ___________________________________________________________________
 GX1655* NAD 83(1986)-  37 26 49.     (N)    081 36 04.     (W)     SCALED    
 GX1655* NAVD 88     -       390.483  (meters)    1281.11   (feet)  ADJUSTED  
 GX1655  ___________________________________________________________________
 GX1655  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX1655  DYNAMIC HT  -         390.163 (meters)    1280.06  (feet)  COMP
 GX1655  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 GX1655
 GX1655  VERT ORDER  -  SECOND    CLASS 0
 GX1655
 GX1655.The horizontal coordinates were scaled from a topographic map and have
 GX1655.an estimated accuracy of +/- 6 seconds.
 GX1655
 GX1655.The orthometric height was determined by differential leveling
 GX1655.and adjusted by the National Geodetic Survey in June 1991..
 GX1655
 GX1655.The geoid height was determined by GEOID03.
 GX1655
 GX1655.The dynamic height is computed by dividing the NAVD 88
 GX1655.geopotential number by the normal gravity value computed on the
 GX1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1655.degrees latitude (g = 980.6199 gals.).
 GX1655
 GX1655.The modeled gravity was interpolated from observed gravity values.
 GX1655
 GX1655;                    North         East    Units  Estimated Accuracy
 GX1655;SPC WV S     -    49,780.      546,810.      MT  (+/- 180 meters Scaled)
 GX1655
 GX1655                          SUPERSEDED SURVEY CONTROL
 GX1655
 GX1655  NGVD 29 (??/??/92)  390.651  (m)         1281.66   (f) ADJ UNCH    2 0
 GX1655
 GX1655.Superseded values are not recommended for survey control.
 GX1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1655.See file dsdata.txt to determine how the superseded data were derived.
 GX1655
 GX1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB468446(NAD 83)
 GX1655_MARKER: DD = SURVEY DISK
 GX1655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1655_SP_SET: ABUTMENT
 GX1655_STAMPING: 1281
 GX1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1655
 GX1655  HISTORY     - Date     Condition        Report By
 GX1655  HISTORY     - UNK      MONUMENTED       USGS
 GX1655  HISTORY     - 1958     GOOD             NGS
 GX1655
 GX1655                          STATION DESCRIPTION
 GX1655
 GX1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1655'1.5 MI NW FROM WELCH.
 GX1655'1.5 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1655'STATION AT WELCH, ABOUT 7 RAILS NORTHWEST OF THE NORTHWEST END
 GX1655'OF THE SECOND TUNNEL NORTH OF THE STATION, AT BRIDGE 895, IN
 GX1655'TOP OF THE WEST END OF THE SOUTHEAST ABUTMENT, 4 1/2 FEET
 GX1655'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 3 1/2
 GX1655'FEET NORTHWEST OF THE SOUTHEAST END OF THE WALK ALONG THE
 GX1655'SOUTHWEST SIDE OF THE BRIDGE, AND IS UNDER THE FOURTH BOARD
 GX1655'NORTHWEST OF THE SOUTHEAST END OF THE WALK, AND ABOUT 1 1/2 FEET
 GX1655'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1401 ***********************************************************************
 HW1401  DESIGNATION -  129
 HW1401  PID         -  HW1401
 HW1401  STATE/COUNTY-  WV/PENDLETON
 HW1401  USGS QUAD   -  ONEGO (1995)
 HW1401
 HW1401                         *CURRENT SURVEY CONTROL
 HW1401  ___________________________________________________________________
 HW1401* NAD 83(1986)-  38 50 30.     (N)    079 24 53.     (W)     SCALED    
 HW1401* NAVD 88     -       523.53   (+/-2cm)    1717.6    (feet)  VERTCON   
 HW1401  ___________________________________________________________________
 HW1401  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HW1401
 HW1401  VERT ORDER  -  ? (See Below)
 HW1401
 HW1401.The horizontal coordinates were scaled from a topographic map and have
 HW1401.an estimated accuracy of +/- 6 seconds.
 HW1401
 HW1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1401.The vertical order pertains to the NGVD 29 superseded value.
 HW1401
 HW1401.The geoid height was determined by GEOID03.
 HW1401
 HW1401;                    North         East    Units  Estimated Accuracy
 HW1401;SPC WV S     -   205,590.      737,630.      MT  (+/- 180 meters Scaled)
 HW1401
 HW1401                          SUPERSEDED SURVEY CONTROL
 HW1401
 HW1401  NGVD 29 (??/??/92)  523.666  (m)         1718.06   (f) ADJ UNCH    ?  
 HW1401
 HW1401.Superseded values are not recommended for survey control.
 HW1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1401.See file dsdata.txt to determine how the superseded data were derived.
 HW1401
 HW1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD375004(NAD 83)
 HW1401_MARKER: Q = CHISELED SQUARE
 HW1401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1401_SP_SET: BRIDGE
 HW1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1401
 HW1401  HISTORY     - Date     Condition        Report By
 HW1401  HISTORY     - UNK      MONUMENTED       WVHD
 HW1401  HISTORY     - 1934     GOOD             NGS
 HW1401
 HW1401                          STATION DESCRIPTION
 HW1401
 HW1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1401'0.7 MI E FROM ONEGO.
 HW1401'0.7 MILE EAST ALONG U.S. HIGHWAY 33 FROM ONEGO, PENDLETON
 HW1401'COUNTY, AT THE CONCRETE BRIDGE OVER BUSHY RUN, ON THE TOP OF
 HW1401'THE WEST END OF THE CURBING ON THE NORTH PARAPET WALL, AND 10
 HW1401'YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0742 ***********************************************************************
 JW0742  DESIGNATION -  1299
 JW0742  PID         -  JW0742
 JW0742  STATE/COUNTY-  WV/MINERAL
 JW0742  USGS QUAD   -  KITZMILLER (1981)
 JW0742
 JW0742                         *CURRENT SURVEY CONTROL
 JW0742  ___________________________________________________________________
 JW0742* NAD 83(1986)-  39 25 02.     (N)    079 07 54.     (W)     SCALED    
 JW0742* NAVD 88     -       395.988  (meters)    1299.17   (feet)  ADJUSTED  
 JW0742  ___________________________________________________________________
 JW0742  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JW0742  DYNAMIC HT  -         395.715 (meters)    1298.28  (feet)  COMP
 JW0742  MODELED GRAV-     979,929.0   (mgal)                       NAVD 88
 JW0742
 JW0742  VERT ORDER  -  SECOND    CLASS 0
 JW0742
 JW0742.The horizontal coordinates were scaled from a topographic map and have
 JW0742.an estimated accuracy of +/- 6 seconds.
 JW0742
 JW0742.The orthometric height was determined by differential leveling
 JW0742.and adjusted by the National Geodetic Survey in June 1991..
 JW0742
 JW0742.The geoid height was determined by GEOID03.
 JW0742
 JW0742.The dynamic height is computed by dividing the NAVD 88
 JW0742.geopotential number by the normal gravity value computed on the
 JW0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0742.degrees latitude (g = 980.6199 gals.).
 JW0742
 JW0742.The modeled gravity was interpolated from observed gravity values.
 JW0742
 JW0742;                    North         East    Units  Estimated Accuracy
 JW0742;SPC WV N     -   101,890.      631,720.      MT  (+/- 180 meters Scaled)
 JW0742
 JW0742                          SUPERSEDED SURVEY CONTROL
 JW0742
 JW0742  NGVD 29 (??/??/92)  396.149  (m)         1299.70   (f) ADJ UNCH    2 0
 JW0742
 JW0742.Superseded values are not recommended for survey control.
 JW0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0742.See file dsdata.txt to determine how the superseded data were derived.
 JW0742
 JW0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD608647(NAD 83)
 JW0742_MARKER: DD = SURVEY DISK
 JW0742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0742_SP_SET: BRIDGE
 JW0742_STAMPING: 1299 1919
 JW0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0742
 JW0742  HISTORY     - Date     Condition        Report By
 JW0742  HISTORY     - 1919     MONUMENTED       USGS
 JW0742  HISTORY     - 1935     GOOD             NGS
 JW0742
 JW0742                          STATION DESCRIPTION
 JW0742
 JW0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0742'AT SHAW.
 JW0742'AT SHAW, MINERAL COUNTY, ON THE WESTERN MARYLAND RAILWAY, 800
 JW0742'FEET SOUTH OF THE STATION, AT A BRIDGE, AT THE SOUTH ABUTMENT, IN
 JW0742'THE TOP OF THE WEST END OF THE BRIDGE SEAT, AND 12 FEET WEST OF
 JW0742'THE CENTERLINE OF THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD
 JW0742'DISK, STAMPED 1299 1919.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9351 ***********************************************************************
 AA9351  FBN         -  This is a Federal Base Network Control Station.
 AA9351  PACS        -  This is a Primary Airport Control Station.
 AA9351  DESIGNATION -  12V A
 AA9351  PID         -  AA9351
 AA9351  STATE/COUNTY-  WV/CABELL
 AA9351  USGS QUAD   -  MILTON (1989)
 AA9351
 AA9351                         *CURRENT SURVEY CONTROL
 AA9351  ___________________________________________________________________
 AA9351* NAD 83(1995)-  38 26 24.72423(N)    082 12 05.82798(W)     ADJUSTED  
 AA9351* NAVD 88     -       173.00   (meters)     567.6    (feet)  GPS OBS   
 AA9351  ___________________________________________________________________
 AA9351  EPOCH DATE  -        1995.00
 AA9351  X           -     678,751.101 (meters)                     COMP
 AA9351  Y           -  -4,956,045.312 (meters)                     COMP
 AA9351  Z           -   3,943,919.137 (meters)                     COMP
 AA9351  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AA9351  ELLIP HEIGHT-         139.69  (meters)          (04/23/01) GPS OBS
 AA9351  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 AA9351
 AA9351  HORZ ORDER  -  B
 AA9351  ELLP ORDER  -  FOURTH    CLASS I
 AA9351
 AA9351.This mark is at Ona Airpark  (12V)
 AA9351
 AA9351.The horizontal coordinates were established by GPS observations
 AA9351.and adjusted by the National Geodetic Survey in December 1995..
 AA9351.The horizontal coordinates are valid at the epoch date displayed above.
 AA9351.The epoch date for horizontal control is a decimal equivalence
 AA9351.of Year/Month/Day.
 AA9351
 AA9351.The orthometric height was determined by GPS observations and a
 AA9351.high-resolution geoid model.
 AA9351
 AA9351.GPS derived orthometric heights for airport stations designated as
 AA9351.PACS or SACS are published to 2 decimal places.  This maintains
 AA9351.centimeter relative accuracy between the PACS and SACS.  It does
 AA9351.not indicate centimeter accuracy relative to other marks which are
 AA9351.part of the NAVD 88 network.
 AA9351
 AA9351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9351
 AA9351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9351
 AA9351.The ellipsoidal height was determined by GPS observations
 AA9351.and is referenced to NAD 83.
 AA9351
 AA9351.The geoid height was determined by GEOID03.
 AA9351
 AA9351;                    North         East     Units Scale Factor Converg.
 AA9351;SPC WV S     -   160,527.163   495,102.549   MT  0.99993561   -0 44 34.2
 AA9351;UTM  17      - 4,255,341.793   395,133.054   MT  0.99973543   -0 44 49.6
 AA9351
 AA9351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9351!SPC WV S     -   0.99997808  x   0.99993561  =   0.99991369
 AA9351!UTM  17      -   0.99997808  x   0.99973543  =   0.99971352
 AA9351
 AA9351:                Primary Azimuth Mark                     Grid Az
 AA9351:SPC WV S     -  12V B                                    060 40 06.0
 AA9351:UTM  17      -  12V B                                    060 40 21.4
 AA9351
 AA9351|---------------------------------------------------------------------|
 AA9351| PID    Reference Object                     Distance      Geod. Az  |
 AA9351|                                                           dddmmss.s |
 AA9351| AE1981 12V B                               APPROX. 0.5 KM 0595531.8 |
 AA9351| AE1982 12V C                               342.140 METERS 24032     |
 AA9351|---------------------------------------------------------------------|
 AA9351
 AA9351                          SUPERSEDED SURVEY CONTROL
 AA9351
 AA9351  ELLIP H (12/04/95)  139.72   (m)                       GP(1995.00) 4 1
 AA9351
 AA9351.Superseded values are not recommended for survey control.
 AA9351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9351.See file dsdata.txt to determine how the superseded data were derived.
 AA9351
 AA9351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9513355342(NAD 83)
 AA9351_MARKER: I = METAL ROD
 AA9351_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9351_STAMPING: 12V A 1995
 AA9351_MARK LOGO: NGS   
 AA9351_PROJECTION: FLUSH
 AA9351_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9351+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 AA9351_ROD/PIPE-DEPTH: 9.50 meters
 AA9351_SLEEVE-DEPTH  : 0.90 meters
 AA9351
 AA9351  HISTORY     - Date     Condition        Report By
 AA9351  HISTORY     - 1995     MONUMENTED       NGS
 AA9351  HISTORY     - 19960730 GOOD             NGS
 AA9351  HISTORY     - 20000223 GOOD             NGS
 AA9351  HISTORY     - 20021120 GOOD             INDIV
 AA9351
 AA9351                          STATION DESCRIPTION
 AA9351
 AA9351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AA9351'THE STATION IS LOCATED ABOUT 48 KM (29.80 MI) WEST-NORTHWEST OF
 AA9351'CHARLESTON, 15 KM (9.30 MI) EAST OF HUNTINGTON, 2 KM (1.25 MI) NORTH
 AA9351'OF INTERSTATE HIGHWAY 64 AT THE ONA AIRPARK, IN LOW BRUSH, IN THE
 AA9351'SOUTHEAST QUADRANT OF THE JUNCTION OF THE RUNWAY AND MIDFIELD
 AA9351'CONNECTOR.  OWNERSHIP--DONALD CHAPMAN, ROUTE 2, BOX 138-1, ONA WV
 AA9351'25545, OFFICE PHONE 304-743-4523, HOME PHONE 304-523-4936.  TO REACH
 AA9351'FROM THE JUNCTION OF US HIGHWAY 60 AND HOWELLS MILL ROAD IN ONA, GO
 AA9351'NORTHWEST, WEST, THEN NORTH ON HOWELLS MILL ROAD, PASSING UNDER
 AA9351'INTERSTATE HIGHWAY 64 FOR 4.18 KM (2.60 MI) TO A PAVED Y-JUNCTION.
 AA9351'BEAR RIGHT, EAST AND SOUTHERLY ON PRITCHARD ROAD FOR 1.05 KM (0.65 MI)
 AA9351'TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTHWEST ON THE
 AA9351'ENTRANCE ROAD AND ALONG TAXI FOR 0.23 KM (0.15 MI) TO THE RUNWAY.
 AA9351'CONTINUE AHEAD, SOUTHEAST, CROSSING THE RUNWAY TO THE NORTHEAST ONE OF
 AA9351'TWO CONNECTORS AND THE STATION ON THE LEFT.  LOCATED 42.8 M (140.4 FT)
 AA9351'EAST-NORTHEAST OF THE CENTER OF THE CONNECTOR TAXI, 27.6 M (90.6 FT)
 AA9351'SOUTH-SOUTHEAST OF THE CENTER OF THE RUNWAY, 15.3 M (50.2 FT)
 AA9351'NORTH-NORTHWEST OF THE CENTER OF THE PARALLEL ROAD TO RUNWAY (TO BE A
 AA9351'PARALLEL TAXI) AND 4.7 M (15.4 FT) NORTH-NORTHWEST OF A FIBERGLASS
 AA9351'WITNESS POST IN A SHORT CABLE FENCE.  ROD IS RECESSED 7 CM BELOW
 AA9351'GROUND.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 AA9351'PRIMARY AIRPORT CONTROL STATION.
 AA9351
 AA9351                          STATION RECOVERY (1996)
 AA9351
 AA9351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9351'THE STATION IS LOCATED ABOUT 48 KM (29.80 MI) WEST-NORTHWEST OF
 AA9351'CHARLESTON, 15 KM (9.30 MI) EAST OF HUNTINGTON, 2 KM (1.25 MI) NORTH
 AA9351'OF INTERSTATE HIGHWAY 64 AT THE ONA AIRPARK, IN LOW BRUSH, IN THE
 AA9351'SOUTHEAST QUADRANT OF THE JUNCTION OF THE RUNWAY AND MIDFIELD
 AA9351'CONNECTOR.  OWNERSHIP--DONALD CHAPMAN, ROUTE 2, BOX 138-1 ONA, W.V.
 AA9351'25545.  OFFICE PHONE 304-743-4523, HOME PHONE 304-523-4936.  TO REACH
 AA9351'FROM THE JUNCTION OF U.S.  HIGHWAY 60 AND HOWELLS MILL ROAD IN ONA, GO
 AA9351'NORTHWEST, WEST, THEN NORTH ON HOWELLS MILL ROAD, PASSING UNDER
 AA9351'INTERSTATE HIGHWAY 64 FOR 4.18 KM (2.60 MI) TO A PAVED Y-JUNCTION.
 AA9351'BEAR RIGHT, EAST AND SOUTHERLY, ON PRITCHARD ROAD FOR 1.05 KM (0.65
 AA9351'MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTHWEST, ON
 AA9351'THE ENTRANCE ROAD AND ALONG TAXI FOR 0.23 KM (0.15 MI) TO THE RUNWAY.
 AA9351'CONTINUE AHEAD, SOUTHEAST, CROSSING THE RUNWAY TO THE NORTHEAST ONE OF
 AA9351'TWO CONNECTORS AND THE STATION ON THE LEFT.  THE STATION IS A PUNCH
 AA9351'HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 0.25 CM GREASE FILLED
 AA9351'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AA9351'SUROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 42.8 M (140.4
 AA9351'FT) EAST-NORTHEAST OF THE CENTER OF THE CONNECTOR TAXI, 27.6 M (90.6
 AA9351'FT) SOUTH-SOUTHEAST OF THE CENTER OF THE RUNWAY, 15.3 M (50.2 FT)
 AA9351'NORTH-NORTHWEST OF THE CENTER OF THE PARALLEL ROAD TO RUNWAY (TO BE A
 AA9351'PARALLEL TAXI) , AND 3.3 M (10.8 FT) NORTH-NORTHWEST OF A FIBERGLASS
 AA9351'WITNESS POST IN A SHORT CABLE FENCE.  THIS IS THE PRIMARY AIRPORT
 AA9351'CONTROL STATION.
 AA9351
 AA9351                          STATION RECOVERY (2000)
 AA9351
 AA9351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AA9351'RECOVERED AS DESCRIBED.  NOTE--THE WITNESS POST MEASUREMENT IN
 AA9351'THE PREVIOUS DESCRIPTION IS INCORRECT AND SHOULD READ 4.6 M (14.76
 AA9351'FT) NORTH-NORTHWEST FROM AN NGS WITNESS POST SET IN A SHORT
 AA9351'CABLE FENCE.
 AA9351
 AA9351                          STATION RECOVERY (2002)
 AA9351
 AA9351'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 AA9351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE1981 ***********************************************************************
 AE1981  SACS        -  This is a Secondary Airport Control Station.
 AE1981  DESIGNATION -  12V B
 AE1981  PID         -  AE1981
 AE1981  STATE/COUNTY-  WV/CABELL
 AE1981  USGS QUAD   -  MILTON (1989)
 AE1981
 AE1981                         *CURRENT SURVEY CONTROL
 AE1981  ___________________________________________________________________
 AE1981* NAD 83(1995)-  38 26 33.25674(N)    082 11 47.09214(W)     ADJUSTED  
 AE1981* NAVD 88     -       173.33   (meters)     568.7    (feet)  GPS OBS   
 AE1981  ___________________________________________________________________
 AE1981  X           -     679,179.097 (meters)                     COMP
 AE1981  Y           -  -4,955,821.811 (meters)                     COMP
 AE1981  Z           -   3,944,125.398 (meters)                     COMP
 AE1981  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AE1981  ELLIP HEIGHT-         139.99  (meters)          (12/04/01) GPS OBS
 AE1981  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 AE1981
 AE1981  HORZ ORDER  -  FIRST
 AE1981  ELLP ORDER  -  FOURTH    CLASS II
 AE1981
 AE1981.This mark is at Ona Airpark  (12V)
 AE1981
 AE1981.The horizontal coordinates were established by GPS observations
 AE1981.and adjusted by the National Geodetic Survey in August 1997..
 AE1981
 AE1981.The orthometric height was determined by GPS observations and a
 AE1981.high-resolution geoid model.
 AE1981
 AE1981.GPS derived orthometric heights for airport stations designated as
 AE1981.PACS or SACS are published to 2 decimal places.  This maintains
 AE1981.centimeter relative accuracy between the PACS and SACS.  It does
 AE1981.not indicate centimeter accuracy relative to other marks which are
 AE1981.part of the NAVD 88 network.
 AE1981
 AE1981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1981
 AE1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1981
 AE1981.The ellipsoidal height was determined by GPS observations
 AE1981.and is referenced to NAD 83.
 AE1981
 AE1981.The geoid height was determined by GEOID03.
 AE1981
 AE1981;                    North         East     Units Scale Factor Converg.
 AE1981;SPC WV S     -   160,784.344   495,560.247   MT  0.99993579   -0 44 22.6
 AE1981;UTM  17      - 4,255,598.888   395,590.680   MT  0.99973425   -0 44 38.1
 AE1981
 AE1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1981!SPC WV S     -   0.99997804  x   0.99993579  =   0.99991383
 AE1981!UTM  17      -   0.99997804  x   0.99973425  =   0.99971229
 AE1981
 AE1981:                Primary Azimuth Mark                     Grid Az
 AE1981:SPC WV S     -  12V A                                    240 40 06.0
 AE1981:UTM  17      -  12V A                                    240 40 21.5
 AE1981
 AE1981|---------------------------------------------------------------------|
 AE1981| PID    Reference Object                     Distance      Geod. Az  |
 AE1981|                                                           dddmmss.s |
 AE1981| AA9351 12V A                               APPROX. 0.5 KM 2395543.4 |
 AE1981|---------------------------------------------------------------------|
 AE1981
 AE1981                          SUPERSEDED SURVEY CONTROL
 AE1981
 AE1981  ELLIP H (08/18/97)  140.02   (m)                       GP(       ) 4 2
 AE1981
 AE1981.Superseded values are not recommended for survey control.
 AE1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1981.See file dsdata.txt to determine how the superseded data were derived.
 AE1981
 AE1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9559155599(NAD 83)
 AE1981_MARKER: DD = SURVEY DISK
 AE1981_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE1981_STAMPING: 12V B 1995
 AE1981_MARK LOGO: NGS   
 AE1981_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE1981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1981+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 AE1981
 AE1981  HISTORY     - Date     Condition        Report By
 AE1981  HISTORY     - 1995     MONUMENTED       NGS
 AE1981  HISTORY     - 20021120 GOOD             INDIV
 AE1981
 AE1981                          STATION DESCRIPTION
 AE1981
 AE1981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE1981'THE STATION IS LOCATED ABOUT 48 KM (29.80 MI) WEST-NORTHWEST OF
 AE1981'CHARLESTON, 15 KM (9.30 MI) EAST OF HUNTINGTON, 2 KM (1.25 MI) NORTH
 AE1981'OF INTERSTATE HIGHWAY 64 AT THE ONA AIRPARK, IN LOW BRUSH ALONG A LOW
 AE1981'CABLE FENCE BETWEEN THE RUNWAY AND A GRAVEL ROAD PARALLEL TO THE
 AE1981'RUNWAY, AND NEAR THE NORTHEAST END OF THE AIRFIELD. OWNERSHIP--DONALD
 AE1981'CHAPMAN, ROUTE 2, BOX 138-1 ONA, W.V.  25545. OFFICE PHONE
 AE1981'304-743-4523, HOME PHONE 304-523-4936.  TO REACH FROM THE JUNCTION OF
 AE1981'U.S.  HIGHWAY 60 AND HOWELLS MILL ROAD IN ONA, GO NORTHWEST, WEST,
 AE1981'THEN NORTH ON HOWELLS MILL ROAD, PASSING UNDER INTERSTATE HIGHWAY 64
 AE1981'FOR 4.18 KM (2.60 MI) TO A PAVED Y-JUNCTION. BEAR RIGHT, EAST AND
 AE1981'SOUTHERLY, ON PRITCHARD ROAD FOR 1.05 KM (0.65 MI) TO THE AIRPORT
 AE1981'ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTHWEST, ON THE ENTRANCE ROAD
 AE1981'AND ALONG TAXI FOR 0.23 KM (0.15 MI) TO THE RUNWAY.  CONTINUE AHEAD,
 AE1981'SOUTHEAST, CROSSING THE RUNWAY FOR 60 M (196.8 FT) TO THE NORTHEAST
 AE1981'ONE OF TWO CONNECTORS AND A ROAD PARALLEL TO THE RUNWAY.  TURN LEFT,
 AE1981'EAST-NORTHEAST, ON THE ROAD FOR 0.48 KM (0.30 MI) TO THE STATION ON
 AE1981'THE LEFT.  THE STATION IS A SURVEY DISK ATOP A 1 M (3.3 FT) LONG FENO
 AE1981'ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SET 5 CM BELOW THE
 AE1981'GROUND SURFACE.  IT IS 66.7 M (218.8 FT) SOUTHWEST OF THE CENTER OF
 AE1981'THE END OF THE RUNWAY, 33.5 M (109.9 FT) SOUTH-SOUTHEAST OF THE CENTER
 AE1981'OF THE RUNWAY, 10.7 M (35.1 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 AE1981'PARALLEL ROAD TO RUNWAY (TO BE A PARALLEL TAXI) , 0.7 M (2.3 FT)
 AE1981'SOUTHWEST OF A FIBERGLASS WITNESS POST AT THE SIXTH FENCE POST IN A
 AE1981'SHORT CABLE FENCE, AND 0.3 M (1.0 FT) SOUTH-SOUTHEAST OF THE FENCE.
 AE1981'THIS IS A SECONDARY AIRPORT CONTROL STATION.
 AE1981
 AE1981                          STATION RECOVERY (2002)
 AE1981
 AE1981'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 AE1981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE1982 ***********************************************************************
 AE1982  SACS        -  This is a Secondary Airport Control Station.
 AE1982  DESIGNATION -  12V C
 AE1982  PID         -  AE1982
 AE1982  STATE/COUNTY-  WV/CABELL
 AE1982  USGS QUAD   -  MILTON (1989)
 AE1982
 AE1982                         *CURRENT SURVEY CONTROL
 AE1982  ___________________________________________________________________
 AE1982* NAD 83(1995)-  38 26 19.26576(N)    082 12 18.11081(W)     ADJUSTED  
 AE1982* NAVD 88     -       172.04   (meters)     564.4    (feet)  GPS OBS   
 AE1982  ___________________________________________________________________
 AE1982  X           -     678,470.059 (meters)                     COMP
 AE1982  Y           -  -4,956,188.626 (meters)                     COMP
 AE1982  Z           -   3,943,786.687 (meters)                     COMP
 AE1982  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AE1982  ELLIP HEIGHT-         138.70  (meters)          (12/04/01) GPS OBS
 AE1982  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 AE1982
 AE1982  HORZ ORDER  -  FIRST
 AE1982  ELLP ORDER  -  FOURTH    CLASS II
 AE1982
 AE1982.This mark is at Ona Airpark  (12V)
 AE1982
 AE1982.The horizontal coordinates were established by GPS observations
 AE1982.and adjusted by the National Geodetic Survey in August 1997..
 AE1982
 AE1982.The orthometric height was determined by GPS observations and a
 AE1982.high-resolution geoid model.
 AE1982
 AE1982.GPS derived orthometric heights for airport stations designated as
 AE1982.PACS or SACS are published to 2 decimal places.  This maintains
 AE1982.centimeter relative accuracy between the PACS and SACS.  It does
 AE1982.not indicate centimeter accuracy relative to other marks which are
 AE1982.part of the NAVD 88 network.
 AE1982
 AE1982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1982
 AE1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1982
 AE1982.The ellipsoidal height was determined by GPS observations
 AE1982.and is referenced to NAD 83.
 AE1982
 AE1982.The geoid height was determined by GEOID03.
 AE1982
 AE1982;                    North         East     Units Scale Factor Converg.
 AE1982;SPC WV S     -   160,362.745   494,802.530   MT  0.99993549   -0 44 41.8
 AE1982;UTM  17      - 4,255,177.430   394,833.083   MT  0.99973620   -0 44 57.1
 AE1982
 AE1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1982!SPC WV S     -   0.99997824  x   0.99993549  =   0.99991373
 AE1982!UTM  17      -   0.99997824  x   0.99973620  =   0.99971444
 AE1982
 AE1982|---------------------------------------------------------------------|
 AE1982| PID    Reference Object                     Distance      Geod. Az  |
 AE1982|                                                           dddmmss.s |
 AE1982| AA9351 12V A                               342.140 METERS 06032     |
 AE1982|---------------------------------------------------------------------|
 AE1982
 AE1982                          SUPERSEDED SURVEY CONTROL
 AE1982
 AE1982  ELLIP H (08/18/97)  138.74   (m)                       GP(       ) 4 2
 AE1982
 AE1982.Superseded values are not recommended for survey control.
 AE1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1982.See file dsdata.txt to determine how the superseded data were derived.
 AE1982
 AE1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9483355177(NAD 83)
 AE1982_MARKER: DD = SURVEY DISK
 AE1982_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE1982_STAMPING: 12V C 1995
 AE1982_MARK LOGO: NGS   
 AE1982_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE1982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1982+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE1982
 AE1982  HISTORY     - Date     Condition        Report By
 AE1982  HISTORY     - 1995     MONUMENTED       NGS
 AE1982
 AE1982                          STATION DESCRIPTION
 AE1982
 AE1982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE1982'THE STATION IS LOCATED ABOUT 48 KM (29.80 MI) WEST-NORTHWEST OF
 AE1982'CHARLESTON, 15 KM (9.30 MI) EAST OF HUNTINGTON, 2 KM (1.25 MI) NORTH
 AE1982'OF INTERSTATE HIGHWAY 64 AT THE ONA AIRPARK, ALONG A FENCE ON THE
 AE1982'SOUTHEAST SIDE OF THE RUNWAY NEAR THE SOUTHWEST END OF THE AIRFIELD,
 AE1982'AND JUST EAST OF RUNWAY END 7.  OWNERSHIP--DONALD CHAPMAN, ROUTE 2,
 AE1982'BOX 138-1 ONA, W.V.  25545.  OFFICE PHONE 304-743-4523, HOME PHONE
 AE1982'304-523-4936.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 60 AND
 AE1982'HOWELLS MILL ROAD IN ONA, GO NORTHWEST, WEST, THEN NORTH ON HOWELLS
 AE1982'MILL ROAD, PASSING UNDER INTERSTATE HIGHWAY 64 FOR 4.18 KM (2.60 MI)
 AE1982'TO A PAVED Y-JUNCTION.  BEAR RIGHT, EAST AND SOUTHERLY, ON PRITCHARD
 AE1982'ROAD FOR 1.05 KM (0.65 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT. TURN
 AE1982'RIGHT, SOUTHWEST, ON THE ENTRANCE ROAD AND ALONG TAXI FOR 0.23 KM
 AE1982'(0.15 MI) TO THE RUNWAY.  CONTINUE AHEAD, SOUTHEAST, CROSSING THE
 AE1982'RUNWAY FOR 60 M (196.8 FT) TO THE NORTHEAST ONE OF TWO CONNECTORS AND
 AE1982'A ROAD PARALLEL TO THE RUNWAY.  TURN RIGHT, WEST-SOUTHWEST, ON THE
 AE1982'ROAD AND ALONG THE RUNWAY FOR 0.29 KM (0.20 MI) TO THE STATION ON THE
 AE1982'LEFT.  THE STATION IS A SURVEY DISK ATOP A 1 M (3.3 FT) LONG FENO ROD
 AE1982'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SET 5 CM BELOW THE
 AE1982'GROUND SURFACE.  IT IS 41.4 M (135.8 FT) EAST OF THE CENTER OF THE END
 AE1982'OF THE RUNWAY, 19.9 M (65.3 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE
 AE1982'RUNWAY, AND 0.3 M (1.0 FT) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS
 AE1982'POST IN A FENCE LINE.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1853 ***********************************************************************
 JX1853  DESIGNATION -  13 WVGS 1941
 JX1853  PID         -  JX1853
 JX1853  STATE/COUNTY-  WV/MARION
 JX1853  USGS QUAD   -  RIVESVILLE (1976)
 JX1853
 JX1853                         *CURRENT SURVEY CONTROL
 JX1853  ___________________________________________________________________
 JX1853* NAD 83(1995)-  39 34 12.66217(N)    080 06 19.11326(W)     ADJUSTED  
 JX1853* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 JX1853  ___________________________________________________________________
 JX1853  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 JX1853  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JX1853
 JX1853  HORZ ORDER  -  SECOND
 JX1853
 JX1853.The horizontal coordinates were established by classical geodetic methods
 JX1853.and adjusted by the National Geodetic Survey in April 1998..
 JX1853
 JX1853.The orthometric height was scaled from a topographic map.
 JX1853
 JX1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1853
 JX1853.The geoid height was determined by GEOID03.
 JX1853
 JX1853;                    North         East     Units Scale Factor Converg.
 JX1853;SPC WV N     -   118,983.862   547,991.136   MT  0.99994121   -0 23 09.8
 JX1853;UTM  17      - 4,380,435.844   576,847.802   MT  0.99967271   +0 34 11.9
 JX1853
 JX1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1853!SPC WV N     -   0.99994537  x   0.99994121  =   0.99988659
 JX1853!UTM  17      -   0.99994537  x   0.99967271  =   0.99961810
 JX1853
 JX1853:                Primary Azimuth Mark                     Grid Az
 JX1853:SPC WV N     -  VALENTINE                                229 41 36.4
 JX1853:UTM  17      -  VALENTINE                                228 44 14.7
 JX1853
 JX1853|---------------------------------------------------------------------|
 JX1853| PID    Reference Object                     Distance      Geod. Az  |
 JX1853|                                                           dddmmss.s |
 JX1853| JX1859 VALENTINE                           APPROX. 2.7 KM 2291826.6 |
 JX1853| JX1852 CICERO                              236.308 METERS 28116     |
 JX1853|---------------------------------------------------------------------|
 JX1853
 JX1853                          SUPERSEDED SURVEY CONTROL
 JX1853
 JX1853  NAD 83(1986)-  39 34 12.65909(N)    080 06 19.12291(W) AD(       ) 2
 JX1853  NAD 27      -  39 34 12.37300(N)    080 06 19.84090(W) AD(       ) 2
 JX1853
 JX1853.Superseded values are not recommended for survey control.
 JX1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1853.See file dsdata.txt to determine how the superseded data were derived.
 JX1853
 JX1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7684880436(NAD 83)
 JX1853_MARKER: DD = SURVEY DISK
 JX1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1853_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1853+STABILITY: SURFACE MOTION
 JX1853
 JX1853  HISTORY     - Date     Condition        Report By
 JX1853  HISTORY     - 1941     MONUMENTED       WVGS
 JX1853
 JX1853                          STATION DESCRIPTION
 JX1853
 JX1853'DESCRIBED BY WEST VIRGINIA GEODETIC SURVEY 1941 (GWL)
 JX1853'THE STATION IS
 JX1853'LOCATED 3.2 MILES
 JX1853'BY ROAD NE OF RIVESVILLE, ON THE BLUFF OF THE
 JX1853'CUT ABOUT 30 FEET S OF THE CENTER OF
 JX1853'U.S. HIGHWAY 19.  IT IS ABOUT
 JX1853'100 FEET E OF THE NE CORNER OF THE WINDING RIDGE GULF
 JX1853'SERVICE STATION
 JX1853'AND ABOUT 25 FEET W OF A 25-FOOT POLE THAT HAS A CIRCULAR
 JX1853'SIGN GULF DEALER.
 JX1853'
 JX1853'IT IS A STANDARD STATE SURVEY DISK IN A 6-INCH SQUARE CONCRETE
 JX1853'POST SET FLUSH
 JX1853'WITH THE GROUND.  IT IS NOT STAMPED.
 JX1853'
 JX1853'TO REACH THE STATION FROM THE POST OFFICE IN RIVESVILLE, GO N
 JX1853'AND E ON U.S.
 JX1853'HIGHWAY 19 FOR 3.2 MILES TO THE CREST OF THE HILL AND
 JX1853'THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1958 ***********************************************************************
 HX1958  DESIGNATION -  1306
 HX1958  PID         -  HX1958
 HX1958  STATE/COUNTY-  WV/NICHOLAS
 HX1958  USGS QUAD   -  ANSTED (1976)
 HX1958
 HX1958                         *CURRENT SURVEY CONTROL
 HX1958  ___________________________________________________________________
 HX1958* NAD 83(1986)-  38 13 35.     (N)    081 00 24.     (W)     SCALED    
 HX1958* NAVD 88     -       397.743  (meters)    1304.93   (feet)  ADJUSTED  
 HX1958  ___________________________________________________________________
 HX1958  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HX1958  DYNAMIC HT  -         397.450 (meters)    1303.97  (feet)  COMP
 HX1958  MODELED GRAV-     979,882.5   (mgal)                       NAVD 88
 HX1958
 HX1958  VERT ORDER  -  SECOND    CLASS 0
 HX1958
 HX1958.The horizontal coordinates were scaled from a topographic map and have
 HX1958.an estimated accuracy of +/- 6 seconds.
 HX1958
 HX1958.The orthometric height was determined by differential leveling
 HX1958.and adjusted by the National Geodetic Survey in June 1991..
 HX1958
 HX1958.The geoid height was determined by GEOID03.
 HX1958
 HX1958.The dynamic height is computed by dividing the NAVD 88
 HX1958.geopotential number by the normal gravity value computed on the
 HX1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1958.degrees latitude (g = 980.6199 gals.).
 HX1958
 HX1958.The modeled gravity was interpolated from observed gravity values.
 HX1958
 HX1958;                    North         East    Units  Estimated Accuracy
 HX1958;SPC WV S     -   136,120.      599,420.      MT  (+/- 180 meters Scaled)
 HX1958
 HX1958                          SUPERSEDED SURVEY CONTROL
 HX1958
 HX1958  NGVD 29 (??/??/92)  397.922  (m)         1305.52   (f) ADJ UNCH    2 0
 HX1958
 HX1958.Superseded values are not recommended for survey control.
 HX1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1958.See file dsdata.txt to determine how the superseded data were derived.
 HX1958
 HX1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC994309(NAD 83)
 HX1958_MARKER: DD = SURVEY DISK
 HX1958_SETTING: 66 = SET IN ROCK OUTCROP
 HX1958_SP_SET: ROCK LEDGE
 HX1958_STAMPING: 1306
 HX1958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1958+STABILITY: POSITION/ELEVATION WELL
 HX1958
 HX1958  HISTORY     - Date     Condition        Report By
 HX1958  HISTORY     - UNK      MONUMENTED       USGS
 HX1958  HISTORY     - 1961     GOOD             NGS
 HX1958
 HX1958                          STATION DESCRIPTION
 HX1958
 HX1958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1958'5 MI S FROM DRENNEN.
 HX1958'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HX1958'OF STATE HIGHWAY 39 AT DRENNEN, THENCE 3.7 MILES SOUTH ALONG A
 HX1958'GRADED ROAD, 0.3 MILE SOUTHWEST OF A WHITE WOODEN FRAME CHURCH
 HX1958'BUILDING, SET ON THE TOP OF A ROCK LEDGE THAT IS 10 FEET LONG, 15
 HX1958'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 180 FEET SOUTHWEST
 HX1958'OF THE NORTHWEST END OF THE SOUTHWEST ONE OF TWO 5 FOOT PIPES
 HX1958'UNDER THE ROAD WHERE THE ROAD MAKES A SHARP TURN, 123 FEET
 HX1958'NORTHEAST OF THE NORTHEAST CORNER OF THE ABANDONED PINE GROVE
 HX1958'SCHOOL, 2 FEET ABOVE THE LEVEL OF THE GROUND AND 1 1/2 FEET ABOVE
 HX1958'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0220 ***********************************************************************
 JX0220  DESIGNATION -  1307.61 USGS
 JX0220  PID         -  JX0220
 JX0220  STATE/COUNTY-  WV/BARBOUR
 JX0220  USGS QUAD   -  PHILIPPI (1977)
 JX0220
 JX0220                         *CURRENT SURVEY CONTROL
 JX0220  ___________________________________________________________________
 JX0220* NAD 83(1986)-  39 09 11.     (N)    080 02 34.     (W)     SCALED    
 JX0220* NAVD 88     -       398.636  (meters)    1307.86   (feet)  ADJUSTED  
 JX0220  ___________________________________________________________________
 JX0220  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JX0220  DYNAMIC HT  -         398.375 (meters)    1307.00  (feet)  COMP
 JX0220  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 JX0220
 JX0220  VERT ORDER  -  FIRST     CLASS II
 JX0220
 JX0220.The horizontal coordinates were scaled from a topographic map and have
 JX0220.an estimated accuracy of +/- 6 seconds.
 JX0220
 JX0220.The orthometric height was determined by differential leveling
 JX0220.and adjusted by the National Geodetic Survey in June 1991..
 JX0220
 JX0220.The geoid height was determined by GEOID03.
 JX0220
 JX0220.The dynamic height is computed by dividing the NAVD 88
 JX0220.geopotential number by the normal gravity value computed on the
 JX0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0220.degrees latitude (g = 980.6199 gals.).
 JX0220
 JX0220.The modeled gravity was interpolated from observed gravity values.
 JX0220
 JX0220;                    North         East    Units  Estimated Accuracy
 JX0220;SPC WV N     -    72,640.      553,080.      MT  (+/- 180 meters Scaled)
 JX0220
 JX0220                          SUPERSEDED SURVEY CONTROL
 JX0220
 JX0220  NGVD 29 (??/??/92)  398.822  (m)         1308.47   (f) ADJ UNCH    1 2
 JX0220
 JX0220.Superseded values are not recommended for survey control.
 JX0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0220.See file dsdata.txt to determine how the superseded data were derived.
 JX0220
 JX0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND827341(NAD 83)
 JX0220_MARKER: Q = CHISELED SQUARE
 JX0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0220_SP_SET: BRIDGE
 JX0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0220
 JX0220  HISTORY     - Date     Condition        Report By
 JX0220  HISTORY     - UNK      MONUMENTED       USGS
 JX0220  HISTORY     - 1933     GOOD             NGS
 JX0220  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0220
 JX0220                          STATION DESCRIPTION
 JX0220
 JX0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JX0220'AT PHILIPPI.
 JX0220'AT PHILIPPI, BARBOUR COUNTY, ON STATE HIGHWAY 56, 100 FEET WEST
 JX0220'OF THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD, AT THE
 JX0220'NORTHEAST CORNER OF THE COVERED BRIDGE OVER TYGART RIVER, AND ON
 JX0220'THE TOP OF THE NORTHWEST CORNER OF THE TOP STONE OF THE EAST
 JX0220'ABUTMENT WALL.  A CHISELED SQUARE.
 JX0220
 JX0220                          STATION RECOVERY (1983)
 JX0220
 JX0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0220'NOT RECOVERED, THE CORNER OF THE STONE IS BROKEN OFF AND THE MARK IS
 JX0220'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0365 ***********************************************************************
 JW0365  DESIGNATION -  1312.6
 JW0365  PID         -  JW0365
 JW0365  STATE/COUNTY-  WV/HARDY
 JW0365  USGS QUAD   -  BAKER (1971)
 JW0365
 JW0365                         *CURRENT SURVEY CONTROL
 JW0365  ___________________________________________________________________
 JW0365* NAD 83(1986)-  39 02 29.     (N)    078 44 48.     (W)     SCALED    
 JW0365* NAVD 88     -       400.169  (meters)    1312.89   (feet)  ADJUSTED  
 JW0365  ___________________________________________________________________
 JW0365  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JW0365  DYNAMIC HT  -         399.899 (meters)    1312.00  (feet)  COMP
 JW0365  MODELED GRAV-     979,942.4   (mgal)                       NAVD 88
 JW0365
 JW0365  VERT ORDER  -  SECOND    CLASS 0
 JW0365
 JW0365.The horizontal coordinates were scaled from a topographic map and have
 JW0365.an estimated accuracy of +/- 6 seconds.
 JW0365
 JW0365.The orthometric height was determined by differential leveling
 JW0365.and adjusted by the National Geodetic Survey in June 1991..
 JW0365
 JW0365.The geoid height was determined by GEOID03.
 JW0365
 JW0365.The dynamic height is computed by dividing the NAVD 88
 JW0365.geopotential number by the normal gravity value computed on the
 JW0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0365.degrees latitude (g = 980.6199 gals.).
 JW0365
 JW0365.The modeled gravity was interpolated from observed gravity values.
 JW0365
 JW0365;                    North         East    Units  Estimated Accuracy
 JW0365;SPC WV N     -    60,380.      665,220.      MT  (+/- 180 meters Scaled)
 JW0365
 JW0365                          SUPERSEDED SURVEY CONTROL
 JW0365
 JW0365  NGVD 29 (??/??/92)  400.316  (m)         1313.37   (f) ADJ UNCH    2 0
 JW0365
 JW0365.Superseded values are not recommended for survey control.
 JW0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0365.See file dsdata.txt to determine how the superseded data were derived.
 JW0365
 JW0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD950237(NAD 83)
 JW0365_MARKER: Q = CHISELED SQUARE
 JW0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0365_SP_SET: BRIDGE
 JW0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0365
 JW0365  HISTORY     - Date     Condition        Report By
 JW0365  HISTORY     - UNK      MONUMENTED       USGS
 JW0365  HISTORY     - 1962     GOOD             NGS
 JW0365
 JW0365                          STATION DESCRIPTION
 JW0365
 JW0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JW0365'AT BAKER.
 JW0365'AT BAKER, HARDY COUNTY, ON FORMER STATE HIGHWAY 58, AT A CONCRETE
 JW0365'BRIDGE OVER BAKER RUN, AND ON THE TOP OF THE SOUTH END OF THE
 JW0365'EAST PARAPET WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1399 ***********************************************************************
 HW1399  DESIGNATION -  132
 HW1399  PID         -  HW1399
 HW1399  STATE/COUNTY-  WV/PENDLETON
 HW1399  USGS QUAD   -  ONEGO (1995)
 HW1399
 HW1399                         *CURRENT SURVEY CONTROL
 HW1399  ___________________________________________________________________
 HW1399* NAD 83(1986)-  38 51 05.     (N)    079 25 31.     (W)     SCALED    
 HW1399* NAVD 88     -       543.73   (+/-2cm)    1783.9    (feet)  VERTCON   
 HW1399  ___________________________________________________________________
 HW1399  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HW1399
 HW1399  VERT ORDER  -  ? (See Below)
 HW1399
 HW1399.The horizontal coordinates were scaled from a topographic map and have
 HW1399.an estimated accuracy of +/- 6 seconds.
 HW1399
 HW1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1399.The vertical order pertains to the NGVD 29 superseded value.
 HW1399
 HW1399.The geoid height was determined by GEOID03.
 HW1399
 HW1399;                    North         East    Units  Estimated Accuracy
 HW1399;SPC WV S     -   206,650.      736,690.      MT  (+/- 180 meters Scaled)
 HW1399
 HW1399                          SUPERSEDED SURVEY CONTROL
 HW1399
 HW1399  NGVD 29 (??/??/92)  543.869  (m)         1784.34   (f) ADJ UNCH    ?  
 HW1399
 HW1399.Superseded values are not recommended for survey control.
 HW1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1399.See file dsdata.txt to determine how the superseded data were derived.
 HW1399
 HW1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD366014(NAD 83)
 HW1399_MARKER: Q = CHISELED SQUARE
 HW1399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1399_SP_SET: CULVERT
 HW1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1399
 HW1399  HISTORY     - Date     Condition        Report By
 HW1399  HISTORY     - UNK      MONUMENTED       WVHD
 HW1399  HISTORY     - 1934     GOOD             NGS
 HW1399
 HW1399                          STATION DESCRIPTION
 HW1399
 HW1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1399'0.3 MI W FROM ONEGO.
 HW1399'0.3 MILE WEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HW1399'ONEGO, PENDLETON COUNTY, 25 YARDS WEST OF THE WEST BOUNDARY
 HW1399'LINE OF THE TOWN, 20 YARDS WEST OF THE JUNCTION OF A DIRT ROAD
 HW1399'LEADING SOUTHWEST, ON THE TOP OF THE NORTHEAST CORNER OF THE
 HW1399'NORTH HEADWALL OF A CULVERT, AND 10 YARDS NORTH OF THE CENTERLINE
 HW1399'OF THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2194 ***********************************************************************
 GX2194  DESIGNATION -  1331
 GX2194  PID         -  GX2194
 GX2194  STATE/COUNTY-  WV/WYOMING
 GX2194  USGS QUAD   -  MATHENY (1976)
 GX2194
 GX2194                         *CURRENT SURVEY CONTROL
 GX2194  ___________________________________________________________________
 GX2194* NAD 83(1986)-  37 40 32.     (N)    081 36 06.     (W)     SCALED    
 GX2194* NAVD 88     -       405.459  (meters)    1330.24   (feet)  ADJUSTED  
 GX2194  ___________________________________________________________________
 GX2194  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX2194  DYNAMIC HT  -         405.136 (meters)    1329.18  (feet)  COMP
 GX2194  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 GX2194
 GX2194  VERT ORDER  -  SECOND    CLASS 0
 GX2194
 GX2194.The horizontal coordinates were scaled from a topographic map and have
 GX2194.an estimated accuracy of +/- 6 seconds.
 GX2194
 GX2194.The orthometric height was determined by differential leveling
 GX2194.and adjusted by the National Geodetic Survey in June 1991..
 GX2194
 GX2194.The geoid height was determined by GEOID03.
 GX2194
 GX2194.The dynamic height is computed by dividing the NAVD 88
 GX2194.geopotential number by the normal gravity value computed on the
 GX2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2194.degrees latitude (g = 980.6199 gals.).
 GX2194
 GX2194.The modeled gravity was interpolated from observed gravity values.
 GX2194
 GX2194;                    North         East    Units  Estimated Accuracy
 GX2194;SPC WV S     -    75,150.      546,920.      MT  (+/- 180 meters Scaled)
 GX2194
 GX2194                          SUPERSEDED SURVEY CONTROL
 GX2194
 GX2194  NGVD 29 (??/??/92)  405.624  (m)         1330.78   (f) ADJ UNCH    2 0
 GX2194
 GX2194.Superseded values are not recommended for survey control.
 GX2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2194.See file dsdata.txt to determine how the superseded data were derived.
 GX2194
 GX2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB469699(NAD 83)
 GX2194_MARKER: DD = SURVEY DISK
 GX2194_SETTING: 80 = SET IN A BOULDER
 GX2194_SP_SET: BOULDER
 GX2194_STAMPING: 1331
 GX2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2194+STABILITY: SURFACE MOTION
 GX2194
 GX2194  HISTORY     - Date     Condition        Report By
 GX2194  HISTORY     - UNK      MONUMENTED       USGS
 GX2194  HISTORY     - 1935     GOOD             NGS
 GX2194
 GX2194                          STATION DESCRIPTION
 GX2194
 GX2194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2194'2.6 MI NW FROM JESSE.
 GX2194'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 GX2194'AT JESSE, WYOMING COUNTY, 2.1 MILES SOUTHEAST OF A BRIDGE OVER
 GX2194'CLEAR FORK CREEK AT IVANHOE, 93 FEET WEST OF THE NORTHWEST
 GX2194'CORNER OF THE G.E. WALKER RESIDENCE, 30 FEET WEST OF THE
 GX2194'CENTERLINE OF THE HIGHWAY, BETWEEN THE HIGHWAY AND LAUREL FORK
 GX2194'CREEK, IN THE TOP OF A BOULDER, AND ABOUT 2 FEET LOWER THAN
 GX2194'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GX2194'STAMPED 1331.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0226 ***********************************************************************
 JX0226  DESIGNATION -  1334
 JX0226  PID         -  JX0226
 JX0226  STATE/COUNTY-  WV/BARBOUR
 JX0226  USGS QUAD   -  AUDRA (1977)
 JX0226
 JX0226                         *CURRENT SURVEY CONTROL
 JX0226  ___________________________________________________________________
 JX0226* NAD 83(1986)-  39 05 47.     (N)    080 04 34.     (W)     SCALED    
 JX0226* NAVD 88     -       406.374  (meters)    1333.25   (feet)  ADJUSTED  
 JX0226  ___________________________________________________________________
 JX0226  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JX0226  DYNAMIC HT  -         406.100 (meters)    1332.35  (feet)  COMP
 JX0226  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 JX0226
 JX0226  VERT ORDER  -  FIRST     CLASS II
 JX0226
 JX0226.The horizontal coordinates were scaled from a topographic map and have
 JX0226.an estimated accuracy of +/- 6 seconds.
 JX0226
 JX0226.The orthometric height was determined by differential leveling
 JX0226.and adjusted by the National Geodetic Survey in June 1991..
 JX0226
 JX0226.The geoid height was determined by GEOID03.
 JX0226
 JX0226.The dynamic height is computed by dividing the NAVD 88
 JX0226.geopotential number by the normal gravity value computed on the
 JX0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0226.degrees latitude (g = 980.6199 gals.).
 JX0226
 JX0226.The modeled gravity was interpolated from observed gravity values.
 JX0226
 JX0226;                    North         East    Units  Estimated Accuracy
 JX0226;SPC WV N     -    66,370.      550,160.      MT  (+/- 180 meters Scaled)
 JX0226
 JX0226                          SUPERSEDED SURVEY CONTROL
 JX0226
 JX0226  NGVD 29 (??/??/92)  406.552  (m)         1333.83   (f) ADJ UNCH    1 2
 JX0226
 JX0226.Superseded values are not recommended for survey control.
 JX0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0226.See file dsdata.txt to determine how the superseded data were derived.
 JX0226
 JX0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND798278(NAD 83)
 JX0226_MARKER: DD = SURVEY DISK
 JX0226_SETTING: 66 = SET IN ROCK OUTCROP
 JX0226_SP_SET: STONE
 JX0226_STAMPING: 1334 GRAFTON
 JX0226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0226+STABILITY: POSITION/ELEVATION WELL
 JX0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JX0226+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 JX0226
 JX0226  HISTORY     - Date     Condition        Report By
 JX0226  HISTORY     - UNK      MONUMENTED       USGS
 JX0226  HISTORY     - 1948     GOOD             NGS
 JX0226  HISTORY     - 20030503 GOOD             INDIV
 JX0226
 JX0226                          STATION DESCRIPTION
 JX0226
 JX0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JX0226'5.4 MI SW FROM PHILIPPI.
 JX0226'5.4 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0226'THE STATION AT PHILIPPI, BARBOUR COUNTY, AT TYGART JUNCTION, AT
 JX0226'BRIDGE 1, AT THE NORTH SIDE OF THE WEST ABUTMENT, IN THE CENTER
 JX0226'OF THE FIRST STONE ABOVE THE BRIDGE SEAT, AND ABOUT 1 YARD LOWER
 JX0226'THAN THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JX0226'STAMPED 1334 GRAFTON AND SET VERTICALLY.
 JX0226
 JX0226                          STATION RECOVERY (2003)
 JX0226
 JX0226'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JDB)
 JX0226'THE RAILROAD NOW RUNS ACROSS A NEW BRIDGE BUILT IN 1947 DOWN RIVER
 JX0226'IMMEDIATELY NEXT TO THE OLD BRIDGE. THE OLD BRIDGE WAS REMOVED, BUT
 JX0226'THE ABUTMENTS REMAIN. THE MONUMENT CAN BE FOUND APPROX 30 FT SE OF THE
 JX0226'EXISTING SE RAIL. ONCE ON THE OLD ABUTMENT, PREVIOUS DESCRIPTION IS
 JX0226'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0733 ***********************************************************************
 GX0733  DESIGNATION -  1350
 GX0733  PID         -  GX0733
 GX0733  STATE/COUNTY-  WV/SUMMERS
 GX0733  USGS QUAD   -  HINTON (1976)
 GX0733
 GX0733                         *CURRENT SURVEY CONTROL
 GX0733  ___________________________________________________________________
 GX0733* NAD 83(1986)-  37 42 30.     (N)    080 53 15.     (W)     SCALED    
 GX0733* NAVD 88     -       411.389  (meters)    1349.70   (feet)  ADJUSTED  
 GX0733  ___________________________________________________________________
 GX0733  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GX0733  DYNAMIC HT  -         411.057 (meters)    1348.61  (feet)  COMP
 GX0733  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 GX0733
 GX0733  VERT ORDER  -  SECOND    CLASS 0
 GX0733
 GX0733.The horizontal coordinates were scaled from a topographic map and have
 GX0733.an estimated accuracy of +/- 6 seconds.
 GX0733
 GX0733.The orthometric height was determined by differential leveling
 GX0733.and adjusted by the National Geodetic Survey in June 1991..
 GX0733
 GX0733.The geoid height was determined by GEOID03.
 GX0733
 GX0733.The dynamic height is computed by dividing the NAVD 88
 GX0733.geopotential number by the normal gravity value computed on the
 GX0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0733.degrees latitude (g = 980.6199 gals.).
 GX0733
 GX0733.The modeled gravity was interpolated from observed gravity values.
 GX0733
 GX0733;                    North         East    Units  Estimated Accuracy
 GX0733;SPC WV S     -    78,620.      609,920.      MT  (+/- 180 meters Scaled)
 GX0733
 GX0733                          SUPERSEDED SURVEY CONTROL
 GX0733
 GX0733  NGVD 29 (??/??/92)  411.648  (m)         1350.55   (f) ADJ UNCH    2 0
 GX0733
 GX0733.Superseded values are not recommended for survey control.
 GX0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0733.See file dsdata.txt to determine how the superseded data were derived.
 GX0733
 GX0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB099734(NAD 83)
 GX0733_MARKER: DB = BENCH MARK DISK
 GX0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0733_SP_SET: BRIDGE
 GX0733_STAMPING: 1350
 GX0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0733
 GX0733  HISTORY     - Date     Condition        Report By
 GX0733  HISTORY     - UNK      MONUMENTED       CGS
 GX0733  HISTORY     - 1935     GOOD             NGS
 GX0733
 GX0733                          STATION DESCRIPTION
 GX0733
 GX0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0733'3 MI N FROM HINTON.
 GX0733'ALONG THE MAIN LINE OF THE CHESAPEAKE AND OHIO RAILROAD, 3.05
 GX0733'MILES NORTH OF THE STATION AT HINTON, WEST VIRGINIA, SUMMERS
 GX0733'COUNTY, 10 RAILS NORTHEAST OF MILE POST 360, 55 FEET NORTHWEST
 GX0733'OF THE CENTERLINE OF STATE HIGHWAY 44, 4.4 FEET SOUTHEAST OF
 GX0733'THE SOUTHEAST RAIL, ON TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 GX0733'BRIDGE SEAT TO RAILROAD BRIDGE 360.1, 4 FEET BELOW THE LEVEL
 GX0733'OF THE TOP OF THE RAIL, 6 INCHES NORTHEAST OF THE SOUTHWEST
 GX0733'BACKWALL.  STANDARD U.S. GEOLOGICAL SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0734 ***********************************************************************
 GX0734  DESIGNATION -  1350 RESET
 GX0734  PID         -  GX0734
 GX0734  STATE/COUNTY-  WV/SUMMERS
 GX0734  USGS QUAD   -  HINTON (1976)
 GX0734
 GX0734                         *CURRENT SURVEY CONTROL
 GX0734  ___________________________________________________________________
 GX0734* NAD 83(1986)-  37 42 30.     (N)    080 53 15.     (W)     SCALED    
 GX0734* NAVD 88     -       411.476  (meters)    1349.98   (feet)  ADJUSTED  
 GX0734  ___________________________________________________________________
 GX0734  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GX0734  DYNAMIC HT  -         411.144 (meters)    1348.89  (feet)  COMP
 GX0734  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 GX0734
 GX0734  VERT ORDER  -  FIRST     CLASS II
 GX0734
 GX0734.The horizontal coordinates were scaled from a topographic map and have
 GX0734.an estimated accuracy of +/- 6 seconds.
 GX0734
 GX0734.The orthometric height was determined by differential leveling
 GX0734.and adjusted by the National Geodetic Survey in June 1991..
 GX0734
 GX0734.The geoid height was determined by GEOID03.
 GX0734
 GX0734.The dynamic height is computed by dividing the NAVD 88
 GX0734.geopotential number by the normal gravity value computed on the
 GX0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0734.degrees latitude (g = 980.6199 gals.).
 GX0734
 GX0734.The modeled gravity was interpolated from observed gravity values.
 GX0734
 GX0734;                    North         East    Units  Estimated Accuracy
 GX0734;SPC WV S     -    78,620.      609,920.      MT  (+/- 180 meters Scaled)
 GX0734
 GX0734                          SUPERSEDED SURVEY CONTROL
 GX0734
 GX0734  NGVD 29 (??/??/92)  411.648  (m)         1350.55   (f) ADJ UNCH    1 2
 GX0734
 GX0734.Superseded values are not recommended for survey control.
 GX0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0734.See file dsdata.txt to determine how the superseded data were derived.
 GX0734
 GX0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB099734(NAD 83)
 GX0734_MARKER: DD = SURVEY DISK
 GX0734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0734_SP_SET: ABUTMENT
 GX0734_STAMPING: 1350 RESET 1952
 GX0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0734
 GX0734  HISTORY     - Date     Condition        Report By
 GX0734  HISTORY     - 1952     MONUMENTED       USGS
 GX0734  HISTORY     - 1958     GOOD             NGS
 GX0734
 GX0734                          STATION DESCRIPTION
 GX0734
 GX0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0734'3 MI N FROM HINTON.
 GX0734'ABOUT 3.05 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0734'FROM THE STATION AT HINTON, 130 YARDS NORTH OF MILEPOST 360,
 GX0734'17 YARDS NORTH OF A ROAD CROSSING, 4 1/2 FEET EAST OF THE EAST
 GX0734'RAIL OF THE EAST TRACK, IN TOP OF THE EAST END OF THE LOWER PART
 GX0734'OF BRIDGE SEAT OF THE SOUTH CONCRETE ABUTMENT OF RAILROAD BRIDGE
 GX0734'3601 ACROSS BROOKS BRANCH, AND ABOUT 3 1/2 FEET BELOW THE LEVEL
 GX0734'OF THE TRACK.  THIS BENCH MARK WAS ESTABLISHED BY ENGINEERS OF
 GX0734'THE CHESAPEAKE AND OHIO RAILWAY IN THE FALL OF 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1587 ***********************************************************************
 HX1587  DESIGNATION -  1373
 HX1587  PID         -  HX1587
 HX1587  STATE/COUNTY-  WV/WEBSTER
 HX1587  USGS QUAD   -  ERBACON (1976)
 HX1587
 HX1587                         *CURRENT SURVEY CONTROL
 HX1587  ___________________________________________________________________
 HX1587* NAD 83(1986)-  38 33 06.     (N)    080 34 23.     (W)     SCALED    
 HX1587* NAVD 88     -       418.499  (meters)    1373.03   (feet)  ADJUSTED  
 HX1587  ___________________________________________________________________
 HX1587  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 HX1587  DYNAMIC HT  -         418.200 (meters)    1372.04  (feet)  COMP
 HX1587  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 HX1587
 HX1587  VERT ORDER  -  SECOND    CLASS 0
 HX1587
 HX1587.The horizontal coordinates were scaled from a topographic map and have
 HX1587.an estimated accuracy of +/- 6 seconds.
 HX1587
 HX1587.The orthometric height was determined by differential leveling
 HX1587.and adjusted by the National Geodetic Survey in June 1991..
 HX1587
 HX1587.The geoid height was determined by GEOID03.
 HX1587
 HX1587.The dynamic height is computed by dividing the NAVD 88
 HX1587.geopotential number by the normal gravity value computed on the
 HX1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1587.degrees latitude (g = 980.6199 gals.).
 HX1587
 HX1587.The modeled gravity was interpolated from observed gravity values.
 HX1587
 HX1587;                    North         East    Units  Estimated Accuracy
 HX1587;SPC WV S     -   172,310.      637,220.      MT  (+/- 180 meters Scaled)
 HX1587
 HX1587                          SUPERSEDED SURVEY CONTROL
 HX1587
 HX1587  NGVD 29 (??/??/92)  418.677  (m)         1373.61   (f) ADJ UNCH    2 0
 HX1587
 HX1587.Superseded values are not recommended for survey control.
 HX1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1587.See file dsdata.txt to determine how the superseded data were derived.
 HX1587
 HX1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC372671(NAD 83)
 HX1587_MARKER: DD = SURVEY DISK
 HX1587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1587_SP_SET: CULVERT
 HX1587_STAMPING: 1373
 HX1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1587
 HX1587  HISTORY     - Date     Condition        Report By
 HX1587  HISTORY     - UNK      MONUMENTED       USGS
 HX1587  HISTORY     - 1962     POOR             NGS
 HX1587
 HX1587                          STATION DESCRIPTION
 HX1587
 HX1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1587'3 MI N FROM ERBACON.
 HX1587'ABOUT 2.95 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1587'FROM THE POST OFFICE AT ERBACON, 59 FEET SOUTH AND ACROSS TRACK
 HX1587'FROM MILEAGE POLE 103-30, 12 FEET EAST OF EAST RAIL, 4 FEET
 HX1587'BELOW LEVEL OF TRACK, 1 FOOT NORTH OF SOUTH END OF HEAD WALL,
 HX1587'AND SET ON TOP OF EAST HEAD WALL OF A 2 FOOT STONE CULVERT.
 HX1587'NOTE-- TOP OF DISK IS BATTERED AND SET IN POOR STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0743 ***********************************************************************
 JX0743  DESIGNATION -  1377
 JX0743  PID         -  JX0743
 JX0743  STATE/COUNTY-  WV/MARSHALL
 JX0743  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0743
 JX0743                         *CURRENT SURVEY CONTROL
 JX0743  ___________________________________________________________________
 JX0743* NAD 83(1986)-  39 56 05.     (N)    080 38 41.     (W)     SCALED    
 JX0743* NAVD 88     -       419.706  (meters)    1376.99   (feet)  ADJUSTED  
 JX0743  ___________________________________________________________________
 JX0743  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JX0743  DYNAMIC HT  -         419.460 (meters)    1376.18  (feet)  COMP
 JX0743  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 JX0743
 JX0743  VERT ORDER  -  SECOND    CLASS 0
 JX0743
 JX0743.The horizontal coordinates were scaled from a topographic map and have
 JX0743.an estimated accuracy of +/- 6 seconds.
 JX0743
 JX0743.The orthometric height was determined by differential leveling
 JX0743.and adjusted by the National Geodetic Survey in June 1991..
 JX0743
 JX0743.The geoid height was determined by GEOID03.
 JX0743
 JX0743.The dynamic height is computed by dividing the NAVD 88
 JX0743.geopotential number by the normal gravity value computed on the
 JX0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0743.degrees latitude (g = 980.6199 gals.).
 JX0743
 JX0743.The modeled gravity was interpolated from observed gravity values.
 JX0743
 JX0743;                    North         East    Units  Estimated Accuracy
 JX0743;SPC WV N     -   159,900.      502,160.      MT  (+/- 180 meters Scaled)
 JX0743
 JX0743                          SUPERSEDED SURVEY CONTROL
 JX0743
 JX0743  NGVD 29 (??/??/92)  419.849  (m)         1377.45   (f) ADJ UNCH    2 0
 JX0743
 JX0743.Superseded values are not recommended for survey control.
 JX0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0743.See file dsdata.txt to determine how the superseded data were derived.
 JX0743
 JX0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE303205(NAD 83)
 JX0743_MARKER: DD = SURVEY DISK
 JX0743_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0743_SP_SET: WATER TABLE
 JX0743_STAMPING: 1377 GRAFTON
 JX0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0743
 JX0743  HISTORY     - Date     Condition        Report By
 JX0743  HISTORY     - UNK      MONUMENTED       USGS
 JX0743  HISTORY     - 1957     GOOD             NGS
 JX0743  HISTORY     - 1983     GOOD             NGS
 JX0743  HISTORY     - 20040524 MARK NOT FOUND   USPSQD
 JX0743
 JX0743                          STATION DESCRIPTION
 JX0743
 JX0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0743'0.4 MI SE FROM LIMESTONE.
 JX0743'ABOUT 0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 JX0743'WASHINGTON DISTRICT CONSOLIDATED SCHOOL AT LIMESTONE, 0.15 MILE
 JX0743'NORTH OF JUNCTION OF LIMESTONE-DALLAS ROAD LEADING EAST, 50 FEET
 JX0743'EAST-NORTHEAST OF CENTER LINE OF HIGHWAY, SET VERTICALLY IN THE
 JX0743'WEST FACE OF STONE MASONRY WATER TABLE OF A RED-BRICK TWO-STORY
 JX0743'HOUSE, 2.7 FEET NORTH OF CENTER OF DOOR, 17 FEET SOUTH OF
 JX0743'NORTHWEST CORNER OF HOUSE, 1/3 FOOT ABOVE PORCH FLOOR AND ABOUT 6
 JX0743'FEET ABOVE LEVEL OF HIGHWAY.
 JX0743
 JX0743                          STATION RECOVERY (1983)
 JX0743
 JX0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0743'RECOVERED IN GOOD CONDITION.
 JX0743
 JX0743                          STATION RECOVERY (2004)
 JX0743
 JX0743'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX0743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0728 ***********************************************************************
 GX0728  DESIGNATION -  1386
 GX0728  PID         -  GX0728
 GX0728  STATE/COUNTY-  WV/SUMMERS
 GX0728  USGS QUAD   -  HINTON (1976)
 GX0728
 GX0728                         *CURRENT SURVEY CONTROL
 GX0728  ___________________________________________________________________
 GX0728* NAD 83(1986)-  37 40 29.     (N)    080 53 33.     (W)     SCALED    
 GX0728* NAVD 88     -       422.240  (meters)    1385.30   (feet)  ADJUSTED  
 GX0728  ___________________________________________________________________
 GX0728  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0728  DYNAMIC HT  -         421.896 (meters)    1384.17  (feet)  COMP
 GX0728  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 GX0728
 GX0728  VERT ORDER  -  FIRST     CLASS II
 GX0728
 GX0728.The horizontal coordinates were scaled from a topographic map and have
 GX0728.an estimated accuracy of +/- 6 seconds.
 GX0728
 GX0728.The orthometric height was determined by differential leveling
 GX0728.and adjusted by the National Geodetic Survey in June 1991..
 GX0728
 GX0728.The geoid height was determined by GEOID03.
 GX0728
 GX0728.The dynamic height is computed by dividing the NAVD 88
 GX0728.geopotential number by the normal gravity value computed on the
 GX0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0728.degrees latitude (g = 980.6199 gals.).
 GX0728
 GX0728.The modeled gravity was interpolated from observed gravity values.
 GX0728
 GX0728;                    North         East    Units  Estimated Accuracy
 GX0728;SPC WV S     -    74,890.      609,480.      MT  (+/- 180 meters Scaled)
 GX0728
 GX0728                          SUPERSEDED SURVEY CONTROL
 GX0728
 GX0728  NGVD 29 (??/??/92)  422.411  (m)         1385.86   (f) ADJ UNCH    1 2
 GX0728
 GX0728.Superseded values are not recommended for survey control.
 GX0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0728.See file dsdata.txt to determine how the superseded data were derived.
 GX0728
 GX0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB094697(NAD 83)
 GX0728_MARKER: DD = SURVEY DISK
 GX0728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0728_SP_SET: BUILDING
 GX0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0728
 GX0728  HISTORY     - Date     Condition        Report By
 GX0728  HISTORY     - UNK      MONUMENTED       USGS
 GX0728  HISTORY     - 1958     POOR             NGS
 GX0728
 GX0728                          STATION DESCRIPTION
 GX0728
 GX0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0728'AT HINTON.
 GX0728'AT HINTON, SET VERTICALLY IN THE WEST FACE OF THE CHESAPEAKE
 GX0728'AND OHIO RAILWAY STATION, 1.7 FEET NORTH OF THE SOUTHWEST CORNER
 GX0728'OF BUILDING (THIS SECTION OF STATION OCCUPIED BY LUNCH ROOM),
 GX0728'2.4 FEET ABOVE THE SIDEWALK, 16 1/2 FEET EAST OF THE EAST RAIL
 GX0728'OF THE EAST TRACK, NORTHEAST OF AND ACROSS THE TRACK FROM
 GX0728'MILEPOST 357.  ONLY A 3/4-INCH SQUARE PORTION OF THE DISK REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0631 ***********************************************************************
 HY0631  DESIGNATION -  139 JJS
 HY0631  PID         -  HY0631
 HY0631  STATE/COUNTY-  WV/CABELL
 HY0631  USGS QUAD   -  MILTON (1989)
 HY0631
 HY0631                         *CURRENT SURVEY CONTROL
 HY0631  ___________________________________________________________________
 HY0631* NAD 83(1986)-  38 27 35.     (N)    082 12 35.     (W)     SCALED    
 HY0631* NAVD 88     -       215.220  (meters)     706.10   (feet)  ADJUSTED  
 HY0631  ___________________________________________________________________
 HY0631  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY0631  DYNAMIC HT  -         215.075 (meters)     705.63  (feet)  COMP
 HY0631  MODELED GRAV-     979,952.7   (mgal)                       NAVD 88
 HY0631
 HY0631  VERT ORDER  -  SECOND    CLASS 0
 HY0631
 HY0631.The horizontal coordinates were scaled from a topographic map and have
 HY0631.an estimated accuracy of +/- 6 seconds.
 HY0631
 HY0631.The orthometric height was determined by differential leveling
 HY0631.and adjusted by the National Geodetic Survey in June 1991..
 HY0631
 HY0631.The geoid height was determined by GEOID03.
 HY0631
 HY0631.The dynamic height is computed by dividing the NAVD 88
 HY0631.geopotential number by the normal gravity value computed on the
 HY0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0631.degrees latitude (g = 980.6199 gals.).
 HY0631
 HY0631.The modeled gravity was interpolated from observed gravity values.
 HY0631
 HY0631;                    North         East    Units  Estimated Accuracy
 HY0631;SPC WV S     -   162,700.      494,420.      MT  (+/- 180 meters Scaled)
 HY0631
 HY0631                          SUPERSEDED SURVEY CONTROL
 HY0631
 HY0631  NGVD 29 (??/??/92)  215.402  (m)          706.70   (f) ADJ UNCH    2 0
 HY0631
 HY0631.Superseded values are not recommended for survey control.
 HY0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0631.See file dsdata.txt to determine how the superseded data were derived.
 HY0631
 HY0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC944575(NAD 83)
 HY0631_MARKER: DD = SURVEY DISK
 HY0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0631_STAMPING: 707 139 JJS 1956
 HY0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0631+STABILITY: SURFACE MOTION
 HY0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY0631+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 HY0631
 HY0631  HISTORY     - Date     Condition        Report By
 HY0631  HISTORY     - 1956     MONUMENTED       USGS
 HY0631  HISTORY     - 1956     GOOD             NGS
 HY0631  HISTORY     - 20021120 GOOD             INDIV
 HY0631
 HY0631                          STATION DESCRIPTION
 HY0631
 HY0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0631'3 MI NW FROM YATES.
 HY0631'ABOUT 0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING OF
 HY0631'THE CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 1.45 MILES
 HY0631'WEST ALONG A GRAVEL AND BLACK TOP ROAD, THENCE ABOUT 1.15 MILES
 HY0631'NORTH ALONG A BLACK-TOP ROAD, 34 FEET SOUTHWEST OF CENTER LINE OF
 HY0631'BLACK TOP ROAD, 7 1/2 FEET SOUTHWEST OF POWER POLE NO. 414-1, 18
 HY0631'FEET SOUTHEAST OF CENTER LINE OF DRIVE SOUTHWEST TO FARM HOUSE
 HY0631'NO. 3874, ACROSS ROAD FROM HOUSE NO. 3871 WHICH IS ON TOP OF ROAD
 HY0631'BANK, ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP
 HY0631'OF A CONCRETE POST PROJECTING 4 INCHES.
 HY0631
 HY0631                          STATION RECOVERY (2002)
 HY0631
 HY0631'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 HY0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1128 ***********************************************************************
 GX1128  DESIGNATION -  1396
 GX1128  PID         -  GX1128
 GX1128  STATE/COUNTY-  WV/WYOMING
 GX1128  USGS QUAD   -  MULLENS (1976)
 GX1128
 GX1128                         *CURRENT SURVEY CONTROL
 GX1128  ___________________________________________________________________
 GX1128* NAD 83(1986)-  37 33 36.     (N)    081 24 27.     (W)     SCALED    
 GX1128* NAVD 88     -       425.352  (meters)    1395.51   (feet)  ADJUSTED  
 GX1128  ___________________________________________________________________
 GX1128  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX1128  DYNAMIC HT  -         425.004 (meters)    1394.37  (feet)  COMP
 GX1128  MODELED GRAV-     979,798.9   (mgal)                       NAVD 88
 GX1128
 GX1128  VERT ORDER  -  SECOND    CLASS 0
 GX1128
 GX1128.The horizontal coordinates were scaled from a topographic map and have
 GX1128.an estimated accuracy of +/- 6 seconds.
 GX1128
 GX1128.The orthometric height was determined by differential leveling
 GX1128.and adjusted by the National Geodetic Survey in June 1991..
 GX1128
 GX1128.The geoid height was determined by GEOID03.
 GX1128
 GX1128.The dynamic height is computed by dividing the NAVD 88
 GX1128.geopotential number by the normal gravity value computed on the
 GX1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1128.degrees latitude (g = 980.6199 gals.).
 GX1128
 GX1128.The modeled gravity was interpolated from observed gravity values.
 GX1128
 GX1128;                    North         East    Units  Estimated Accuracy
 GX1128;SPC WV S     -    62,230.      564,000.      MT  (+/- 180 meters Scaled)
 GX1128
 GX1128                          SUPERSEDED SURVEY CONTROL
 GX1128
 GX1128  NGVD 29 (??/??/92)  425.510  (m)         1396.03   (f) ADJ UNCH    2 0
 GX1128
 GX1128.Superseded values are not recommended for survey control.
 GX1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1128.See file dsdata.txt to determine how the superseded data were derived.
 GX1128
 GX1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB640570(NAD 83)
 GX1128_MARKER: DD = SURVEY DISK
 GX1128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1128_SP_SET: BRIDGE
 GX1128_STAMPING: 1396
 GX1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1128
 GX1128  HISTORY     - Date     Condition        Report By
 GX1128  HISTORY     - UNK      MONUMENTED       USGS
 GX1128  HISTORY     - 1958     GOOD             NGS
 GX1128  HISTORY     - 1963     GOOD             NWRR
 GX1128
 GX1128                          STATION DESCRIPTION
 GX1128
 GX1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1128'2.6 MI SW FROM MULLENS.
 GX1128'2.6 MILES SOUTHWEST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GX1128'AT MULLENS, AT ELMORE, 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY
 GX1128'10 FROM ITS JUNCTION WITH STATE HIGHWAY 16, IN TOP OF THE SOUTH
 GX1128'END OF THE EAST ABUTMENT FOR THE SOUTH ONE OF THREE RAILROAD
 GX1128'BRIDGES OVER BARKERS CREEK, 9 FEET SOUTH OF THE SOUTH RAIL, AND 1
 GX1128'FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- THE STAMPING ON THIS
 GX1128'MARKER WAS OBLITERATED.
 GX1128
 GX1128                          STATION RECOVERY (1963)
 GX1128
 GX1128'RECOVERY NOTE BY NORFOLK AND WESTERN RR 1963
 GX1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2126 ***********************************************************************
 HX2126  DESIGNATION -  14 RESET
 HX2126  PID         -  HX2126
 HX2126  STATE/COUNTY-  WV/KANAWHA
 HX2126  USGS QUAD   -  SAINT ALBANS (1976)
 HX2126
 HX2126                         *CURRENT SURVEY CONTROL
 HX2126  ___________________________________________________________________
 HX2126* NAD 83(1986)-  38 22 38.     (N)    081 48 24.     (W)     SCALED    
 HX2126* NAVD 88     -       182.43   (+/-2cm)     598.5    (feet)  VERTCON   
 HX2126  ___________________________________________________________________
 HX2126  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HX2126
 HX2126  VERT ORDER  -  THIRD (See Below)
 HX2126
 HX2126.The horizontal coordinates were scaled from a topographic map and have
 HX2126.an estimated accuracy of +/- 6 seconds.
 HX2126
 HX2126.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2126.The vertical order pertains to the NGVD 29 superseded value.
 HX2126
 HX2126.The geoid height was determined by GEOID03.
 HX2126
 HX2126;                    North         East    Units  Estimated Accuracy
 HX2126;SPC WV S     -   153,160.      529,520.      MT  (+/- 180 meters Scaled)
 HX2126
 HX2126                          SUPERSEDED SURVEY CONTROL
 HX2126
 HX2126  NGVD 29 (??/??/??)  182.63   (m)          599.2    (f) RESET       3  
 HX2126
 HX2126.Superseded values are not recommended for survey control.
 HX2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2126.See file dsdata.txt to determine how the superseded data were derived.
 HX2126
 HX2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC295479(NAD 83)
 HX2126_MARKER: DD = SURVEY DISK
 HX2126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2126_SP_SET: SIDEWALK
 HX2126_STAMPING: 14 RESET 1954
 HX2126_MARK LOGO: CGS+SS
 HX2126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2126+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 HX2126
 HX2126  HISTORY     - Date     Condition        Report By
 HX2126  HISTORY     - 1954     MONUMENTED       LOCENG
 HX2126  HISTORY     - 1957     GOOD             USGS
 HX2126  HISTORY     - 1976     GOOD             NGS
 HX2126  HISTORY     - 20041214 GOOD             INDIV
 HX2126
 HX2126                          STATION DESCRIPTION
 HX2126
 HX2126'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954 (JHM)
 HX2126'AT ST ALBANS.
 HX2126'AT ST ALBANS, AT THE INTERSECTION OF KANAWHA TERRACE AND WALNUT
 HX2126'STREET, AT HIGHLAWN GRADE SCHOOL, 119.9 FEET SOUTH OF THE SOUTHWEST
 HX2126'CORNER OF THE BUILDING, 13.7 FEET EAST OF THE EAST EDGE OF WALNUT
 HX2126'STREET, 0.8 FOOT NORTH OF THE SOUTH EDGE OF THE KANAWHA TERRACE
 HX2126'SIDEWALK, AND IN THE SIDEWALK.  REPORT BY J.H. MILAM, CITY
 HX2126'ENGINEER OF ST ALBANS.
 HX2126'NOTE--USE WITH CAUTION.  THE ELEVATION FOR 14 RESET (1954) WAS
 HX2126'DETERMINED ON NOVEMBER 5, 1954, AFTER THE ORIGINAL BM (STATION 14) WAS
 HX2126'REPORTED DESTROYED ON JUNE 21, 1954.  THE ELEVATION USED FOR THE
 HX2126'ORIGINAL BM IN THE RESET LEVELING OBSERVATIONS WAS 0.29 FT LOWER THAN
 HX2126'ITS ADJUSTED ELEVATION.
 HX2126
 HX2126                          STATION RECOVERY (1957)
 HX2126
 HX2126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HX2126'RECOVERED IN GOOD CONDITION.
 HX2126
 HX2126                          STATION RECOVERY (1976)
 HX2126
 HX2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2126'RECOVERED IN GOOD CONDITION.
 HX2126
 HX2126                          STATION RECOVERY (2004)
 HX2126
 HX2126'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX2126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1850 ***********************************************************************
 JX1850  DESIGNATION -  14 WVGS 1941
 JX1850  PID         -  JX1850
 JX1850  STATE/COUNTY-  WV/MONONGALIA
 JX1850  USGS QUAD   -  RIVESVILLE (1976)
 JX1850
 JX1850                         *CURRENT SURVEY CONTROL
 JX1850  ___________________________________________________________________
 JX1850* NAD 83(1995)-  39 34 38.75462(N)    080 05 48.74253(W)     ADJUSTED  
 JX1850* NAVD 88     -       295.     (meters)     968.     (feet)  SCALED    
 JX1850  ___________________________________________________________________
 JX1850  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 JX1850  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JX1850
 JX1850  HORZ ORDER  -  SECOND
 JX1850
 JX1850.The horizontal coordinates were established by classical geodetic methods
 JX1850.and adjusted by the National Geodetic Survey in April 1998..
 JX1850
 JX1850.The orthometric height was scaled from a topographic map.
 JX1850
 JX1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1850
 JX1850.The geoid height was determined by GEOID03.
 JX1850
 JX1850;                    North         East     Units Scale Factor Converg.
 JX1850;SPC WV N     -   119,783.656   548,721.329   MT  0.99994110   -0 22 50.4
 JX1850;UTM  17      - 4,381,247.493   577,564.356   MT  0.99967407   +0 34 31.5
 JX1850
 JX1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1850!SPC WV N     -   0.99995886  x   0.99994110  =   0.99989997
 JX1850!UTM  17      -   0.99995886  x   0.99967407  =   0.99963295
 JX1850
 JX1850:                Primary Azimuth Mark                     Grid Az
 JX1850:SPC WV N     -  13 WVGS 1941                             222 23 43.2
 JX1850:UTM  17      -  13 WVGS 1941                             221 26 21.3
 JX1850
 JX1850|---------------------------------------------------------------------|
 JX1850| PID    Reference Object                     Distance      Geod. Az  |
 JX1850|                                                           dddmmss.s |
 JX1850| JX1853 13 WVGS 1941                        APPROX. 1.1 KM 2220052.8 |
 JX1850|---------------------------------------------------------------------|
 JX1850
 JX1850                          SUPERSEDED SURVEY CONTROL
 JX1850
 JX1850  NAD 83(1986)-  39 34 38.75022(N)    080 05 48.75324(W) AD(       ) 2
 JX1850  NAD 27      -  39 34 38.46560(N)    080 05 49.47260(W) AD(       ) 2
 JX1850
 JX1850.Superseded values are not recommended for survey control.
 JX1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1850.See file dsdata.txt to determine how the superseded data were derived.
 JX1850
 JX1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7756481247(NAD 83)
 JX1850_MARKER: DD = SURVEY DISK
 JX1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1850_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1850+STABILITY: SURFACE MOTION
 JX1850
 JX1850  HISTORY     - Date     Condition        Report By
 JX1850  HISTORY     - 1941     MONUMENTED       WVGS
 JX1850
 JX1850                          STATION DESCRIPTION
 JX1850
 JX1850'DESCRIBED BY WEST VIRGINIA GEODETIC SURVEY 1941 (GWL)
 JX1850'THE STATION IS LOCATED 3.9 MILES BY ROAD NE OF RIVESVILLE IN THE SW
 JX1850'CORNER OF THE
 JX1850'INTERSECTION OF U.S. HIGHWAY 19 AND THE RIVER ROAD.
 JX1850'IT IS ACROSS THE ROAD
 JX1850'FROM A STERLING SERVICE STATION, ABOUT 18
 JX1850'INCHES S OF THE EDGE OF THE PAVEMENT OF
 JX1850'THE RIVER ROAD, ABOUT 25
 JX1850'FEET N OF A TELEPHONE POLE.
 JX1850'
 JX1850'IT IS MARKED BY A STANDARD STATE SURVEY DISK SET IN A 6-INCH
 JX1850'SQUARE CONCRETE
 JX1850'POST SET FLUSH WITH THE GROUND.
 JX1850'
 JX1850'TO REACH THE STATION FROM THE POST OFFICE RIVESVILLE, GO
 JX1850'N AND E ON U.S.
 JX1850'HIGHWAY 19 FOR 3.9 MILES TO A PAVED INTERSECTION
 JX1850'AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0519 ***********************************************************************
 HY0519  DESIGNATION -  140 JJS
 HY0519  PID         -  HY0519
 HY0519  STATE/COUNTY-  WV/LINCOLN
 HY0519  USGS QUAD   -  BRANCHLAND (1987)
 HY0519
 HY0519                         *CURRENT SURVEY CONTROL
 HY0519  ___________________________________________________________________
 HY0519* NAD 83(1986)-  38 13 19.     (N)    082 12 02.     (W)     SCALED    
 HY0519* NAVD 88     -       183.184  (meters)     601.00   (feet)  ADJUSTED  
 HY0519  ___________________________________________________________________
 HY0519  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HY0519  DYNAMIC HT  -         183.054 (meters)     600.57  (feet)  COMP
 HY0519  MODELED GRAV-     979,916.2   (mgal)                       NAVD 88
 HY0519
 HY0519  VERT ORDER  -  SECOND    CLASS 0
 HY0519
 HY0519.The horizontal coordinates were scaled from a topographic map and have
 HY0519.an estimated accuracy of +/- 6 seconds.
 HY0519
 HY0519.The orthometric height was determined by differential leveling
 HY0519.and adjusted by the National Geodetic Survey in June 1991..
 HY0519
 HY0519.The geoid height was determined by GEOID03.
 HY0519
 HY0519.The dynamic height is computed by dividing the NAVD 88
 HY0519.geopotential number by the normal gravity value computed on the
 HY0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0519.degrees latitude (g = 980.6199 gals.).
 HY0519
 HY0519.The modeled gravity was interpolated from observed gravity values.
 HY0519
 HY0519;                    North         East    Units  Estimated Accuracy
 HY0519;SPC WV S     -   136,300.      494,880.      MT  (+/- 180 meters Scaled)
 HY0519
 HY0519                          SUPERSEDED SURVEY CONTROL
 HY0519
 HY0519  NGVD 29 (??/??/92)  183.388  (m)          601.67   (f) ADJ UNCH    2 0
 HY0519
 HY0519.Superseded values are not recommended for survey control.
 HY0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0519.See file dsdata.txt to determine how the superseded data were derived.
 HY0519
 HY0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC949311(NAD 83)
 HY0519_MARKER: DD = SURVEY DISK
 HY0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0519_STAMPING: 602 140JJS 1956
 HY0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0519+STABILITY: SURFACE MOTION
 HY0519
 HY0519  HISTORY     - Date     Condition        Report By
 HY0519  HISTORY     - 1956     MONUMENTED       USGS
 HY0519  HISTORY     - 1957     GOOD             NGS
 HY0519
 HY0519                          STATION DESCRIPTION
 HY0519
 HY0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0519'AT BRANCHLAND.
 HY0519'AT BRANCHLAND, 116 FEET SOUTHEAST OF THE EAST CORNER OF THE
 HY0519'RAILROAD STATION BUILDING, 44 FEET NORTHEAST OF AND ACROSS BLACKTOP
 HY0519'ROAD FROM THE NORTHEAST RAIL, 13 FEET NORTHEAST OF THE BLACKTOP
 HY0519'ROAD, 4 FEET NORTHWEST OF A TALL TELEPHONE POLE, 77 FEET
 HY0519'EAST SOUTHEAST OF AND ACROSS ROAD FROM THE FIRST TELEPHONE
 HY0519'POLE SOUTH OF THE STATION, 35 FEET NORTHWEST OF THE EXTENSION
 HY0519'OF THE CENTER LINE OF THE STEEL BRIDGE OVER GUYANDOT RIVER, SET
 HY0519'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT
 HY0519'1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1967 ***********************************************************************
 HX1967  DESIGNATION -  1427
 HX1967  PID         -  HX1967
 HX1967  STATE/COUNTY-  WV/FAYETTE
 HX1967  USGS QUAD   -  ANSTED (1976)
 HX1967
 HX1967                         *CURRENT SURVEY CONTROL
 HX1967  ___________________________________________________________________
 HX1967* NAD 83(1986)-  38 10 38.     (N)    081 01 45.     (W)     SCALED    
 HX1967* NAVD 88     -       434.767  (meters)    1426.40   (feet)  ADJUSTED  
 HX1967  ___________________________________________________________________
 HX1967  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HX1967  DYNAMIC HT  -         434.442 (meters)    1425.33  (feet)  COMP
 HX1967  MODELED GRAV-     979,868.9   (mgal)                       NAVD 88
 HX1967
 HX1967  VERT ORDER  -  SECOND    CLASS 0
 HX1967
 HX1967.The horizontal coordinates were scaled from a topographic map and have
 HX1967.an estimated accuracy of +/- 6 seconds.
 HX1967
 HX1967.The orthometric height was determined by differential leveling
 HX1967.and adjusted by the National Geodetic Survey in June 1991..
 HX1967
 HX1967.The geoid height was determined by GEOID03.
 HX1967
 HX1967.The dynamic height is computed by dividing the NAVD 88
 HX1967.geopotential number by the normal gravity value computed on the
 HX1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1967.degrees latitude (g = 980.6199 gals.).
 HX1967
 HX1967.The modeled gravity was interpolated from observed gravity values.
 HX1967
 HX1967;                    North         East    Units  Estimated Accuracy
 HX1967;SPC WV S     -   130,660.      597,450.      MT  (+/- 180 meters Scaled)
 HX1967
 HX1967                          SUPERSEDED SURVEY CONTROL
 HX1967
 HX1967  NGVD 29 (??/??/92)  434.942  (m)         1426.97   (f) ADJ UNCH    2 0
 HX1967
 HX1967.Superseded values are not recommended for survey control.
 HX1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1967.See file dsdata.txt to determine how the superseded data were derived.
 HX1967
 HX1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC974254(NAD 83)
 HX1967_MARKER: DD = SURVEY DISK
 HX1967_SETTING: 66 = SET IN ROCK OUTCROP
 HX1967_SP_SET: ROCK OUTCROP
 HX1967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1967+STABILITY: POSITION/ELEVATION WELL
 HX1967
 HX1967  HISTORY     - Date     Condition        Report By
 HX1967  HISTORY     - UNK      MONUMENTED       USGS
 HX1967  HISTORY     - 1961     POOR             NGS
 HX1967
 HX1967                          STATION DESCRIPTION
 HX1967
 HX1967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1967'7.2 MI NE FROM ANSTED.
 HX1967'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED HIGH
 HX1967'SCHOOL AT ANSTED, THENCE 5.8 MILES NORTHEAST ALONG A BLACK TOP
 HX1967'ROAD, ABOUT 0.6 MILE NORTH OF A ROAD JUNCTION AT RAMSEY, SET ON
 HX1967'THE TOP OF A 8-BY-2-FOOT FLAT OUTCROP BETWEEN THE ROAD AND LAUREL
 HX1967'CREEK, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 105 FEET SOUTH
 HX1967'OF THE SOUTHEAST CORNER OF A SMALL WOODEN FRAME HOUSE, 5 FEET NORTH
 HX1967'OF A BOARD FENCE, 6 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK
 HX1967'AND 4 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- PART OF THE DISK
 HX1967'IS GONE AND THE STAMPING IS NO LONGER LEGIBLE.  THE MARK IS STILL
 HX1967'VERY SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0755 ***********************************************************************
 JX0755  DESIGNATION -  1464
 JX0755  PID         -  JX0755
 JX0755  STATE/COUNTY-  WV/MARSHALL
 JX0755  USGS QUAD   -  CAMERON (1988)
 JX0755
 JX0755                         *CURRENT SURVEY CONTROL
 JX0755  ___________________________________________________________________
 JX0755* NAD 83(1986)-  39 52 13.     (N)    080 31 56.     (W)     SCALED    
 JX0755* NAVD 88     -       446.278  (meters)    1464.16   (feet)  ADJUSTED  
 JX0755  ___________________________________________________________________
 JX0755  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JX0755  DYNAMIC HT  -         446.021 (meters)    1463.32  (feet)  COMP
 JX0755  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 JX0755
 JX0755  VERT ORDER  -  SECOND    CLASS 0
 JX0755
 JX0755.The horizontal coordinates were scaled from a topographic map and have
 JX0755.an estimated accuracy of +/- 6 seconds.
 JX0755
 JX0755.The orthometric height was determined by differential leveling
 JX0755.and adjusted by the National Geodetic Survey in June 1991..
 JX0755
 JX0755.The geoid height was determined by GEOID03.
 JX0755
 JX0755.The dynamic height is computed by dividing the NAVD 88
 JX0755.geopotential number by the normal gravity value computed on the
 JX0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0755.degrees latitude (g = 980.6199 gals.).
 JX0755
 JX0755.The modeled gravity was interpolated from observed gravity values.
 JX0755
 JX0755;                    North         East    Units  Estimated Accuracy
 JX0755;SPC WV N     -   152,630.      511,690.      MT  (+/- 180 meters Scaled)
 JX0755
 JX0755                          SUPERSEDED SURVEY CONTROL
 JX0755
 JX0755  NGVD 29 (??/??/92)  446.419  (m)         1464.63   (f) ADJ UNCH    2 0
 JX0755
 JX0755.Superseded values are not recommended for survey control.
 JX0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0755.See file dsdata.txt to determine how the superseded data were derived.
 JX0755
 JX0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE400134(NAD 83)
 JX0755_MARKER: DD = SURVEY DISK
 JX0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0755_SP_SET: BUILDING
 JX0755_STAMPING: 1464 GRAFTON
 JX0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0755
 JX0755  HISTORY     - Date     Condition        Report By
 JX0755  HISTORY     - UNK      MONUMENTED       USGS
 JX0755  HISTORY     - 1957     GOOD             NGS
 JX0755
 JX0755                          STATION DESCRIPTION
 JX0755
 JX0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0755'AT ROCKLICK.
 JX0755'AT ROCKLICK, ABOUT 0.3 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM
 JX0755'THE JUNCTION OF STATE HIGHWAY 89, SET VERTICALLY IN THE SOUTHWEST
 JX0755'FACE OF STONE FOUNDATION OF A FRAME SCHOOL BUILDING, 28 FEET
 JX0755'NORTHWEST OF CENTER LINE OF ROAD, 0.5 FOOT NORTHWEST OF SOUTH
 JX0755'CORNER OF SCHOOL AND 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1136 ***********************************************************************
 GX1136  DESIGNATION -  1474
 GX1136  PID         -  GX1136
 GX1136  STATE/COUNTY-  WV/WYOMING
 GX1136  USGS QUAD   -  RHODELL (1976)
 GX1136
 GX1136                         *CURRENT SURVEY CONTROL
 GX1136  ___________________________________________________________________
 GX1136* NAD 83(1986)-  37 34 59.     (N)    081 21 21.     (W)     SCALED    
 GX1136* NAVD 88     -       449.367  (meters)    1474.30   (feet)  ADJUSTED  
 GX1136  ___________________________________________________________________
 GX1136  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX1136  DYNAMIC HT  -         448.998 (meters)    1473.09  (feet)  COMP
 GX1136  MODELED GRAV-     979,794.3   (mgal)                       NAVD 88
 GX1136
 GX1136  VERT ORDER  -  SECOND    CLASS 0
 GX1136
 GX1136.The horizontal coordinates were scaled from a topographic map and have
 GX1136.an estimated accuracy of +/- 6 seconds.
 GX1136
 GX1136.The orthometric height was determined by differential leveling
 GX1136.and adjusted by the National Geodetic Survey in June 1991..
 GX1136
 GX1136.The geoid height was determined by GEOID03.
 GX1136
 GX1136.The dynamic height is computed by dividing the NAVD 88
 GX1136.geopotential number by the normal gravity value computed on the
 GX1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1136.degrees latitude (g = 980.6199 gals.).
 GX1136
 GX1136.The modeled gravity was interpolated from observed gravity values.
 GX1136
 GX1136;                    North         East    Units  Estimated Accuracy
 GX1136;SPC WV S     -    64,770.      568,570.      MT  (+/- 180 meters Scaled)
 GX1136
 GX1136                          SUPERSEDED SURVEY CONTROL
 GX1136
 GX1136  NGVD 29 (??/??/92)  449.525  (m)         1474.82   (f) ADJ UNCH    2 0
 GX1136
 GX1136.Superseded values are not recommended for survey control.
 GX1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1136.See file dsdata.txt to determine how the superseded data were derived.
 GX1136
 GX1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB685596(NAD 83)
 GX1136_MARKER: DD = SURVEY DISK
 GX1136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1136_SP_SET: BRIDGE
 GX1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1136
 GX1136  HISTORY     - Date     Condition        Report By
 GX1136  HISTORY     - UNK      MONUMENTED       USGS
 GX1136  HISTORY     - 1960     GOOD             NGS
 GX1136  HISTORY     - 1980     GOOD             LOCSUR
 GX1136
 GX1136                          STATION DESCRIPTION
 GX1136
 GX1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1136'3.4 MI E FROM MULLENS.
 GX1136'ABOUT 3.35 MILES EAST ALONG THE VIRGINIAN RAILWAY FROM THE
 GX1136'STATION AT MULLENS, ABOUT 0.5 MILE SOUTHWEST OF ALLEN JUNCTION,
 GX1136'SET IN THE TOP OF THE SOUTHEAST END OF BRIDGE SEAT OF SOUTHWEST
 GX1136'CONCRETE ABUTMENT OF AN 8-FOOT CONCRETE BRIDGE UNDER TRACK, 15
 GX1136'RAILS NORTHEAST OF MILE POST 3, 3 1/2 FEET SOUTHEAST OF SOUTHEAST
 GX1136'RAIL AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.  NOTE-- MARK
 GX1136'IS ABOUT 1.8 MILES WESTERLY VIA RAILWAY FROM THE COAL COMPANY
 GX1136'STORE AT IROQUOIS, WYOMING COUNTY.  THE STAMPING IS NO LONGER
 GX1136'LEGIBLE ON DISK.
 GX1136
 GX1136                          STATION RECOVERY (1980)
 GX1136
 GX1136'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0746 ***********************************************************************
 JW0746  DESIGNATION -  1477
 JW0746  PID         -  JW0746
 JW0746  STATE/COUNTY-  WV/MINERAL
 JW0746  USGS QUAD   -  KITZMILLER (1981)
 JW0746
 JW0746                         *CURRENT SURVEY CONTROL
 JW0746  ___________________________________________________________________
 JW0746* NAD 83(1986)-  39 24 23.     (N)    079 09 47.     (W)     SCALED    
 JW0746* NAVD 88     -       450.299  (meters)    1477.36   (feet)  ADJUSTED  
 JW0746  ___________________________________________________________________
 JW0746  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 JW0746  DYNAMIC HT  -         449.994 (meters)    1476.36  (feet)  COMP
 JW0746  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 JW0746
 JW0746  VERT ORDER  -  SECOND    CLASS 0
 JW0746
 JW0746.The horizontal coordinates were scaled from a topographic map and have
 JW0746.an estimated accuracy of +/- 6 seconds.
 JW0746
 JW0746.The orthometric height was determined by differential leveling
 JW0746.and adjusted by the National Geodetic Survey in June 1991..
 JW0746
 JW0746.The geoid height was determined by GEOID03.
 JW0746
 JW0746.The dynamic height is computed by dividing the NAVD 88
 JW0746.geopotential number by the normal gravity value computed on the
 JW0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0746.degrees latitude (g = 980.6199 gals.).
 JW0746
 JW0746.The modeled gravity was interpolated from observed gravity values.
 JW0746
 JW0746;                    North         East    Units  Estimated Accuracy
 JW0746;SPC WV N     -   100,680.      629,020.      MT  (+/- 180 meters Scaled)
 JW0746
 JW0746                          SUPERSEDED SURVEY CONTROL
 JW0746
 JW0746  NGVD 29 (??/??/92)  450.460  (m)         1477.88   (f) ADJ UNCH    2 0
 JW0746
 JW0746.Superseded values are not recommended for survey control.
 JW0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0746.See file dsdata.txt to determine how the superseded data were derived.
 JW0746
 JW0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD581634(NAD 83)
 JW0746_MARKER: DD = SURVEY DISK
 JW0746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0746_SP_SET: BRIDGE
 JW0746_STAMPING: 1477 1919
 JW0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0746
 JW0746  HISTORY     - Date     Condition        Report By
 JW0746  HISTORY     - 1919     MONUMENTED       USGS
 JW0746  HISTORY     - 1935     GOOD             NGS
 JW0746
 JW0746                          STATION DESCRIPTION
 JW0746
 JW0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0746'AT CHAFFEE.
 JW0746'AT CHAFFEE, MINERAL COUNTY, ON THE WESTERN MARYLAND RAILWAY, AT
 JW0746'A BRIDGE OVER POTOMAC RIVER, IN THE TOP OF THE NORTH END OF THE
 JW0746'EAST CONCRETE ABUTMENT, AND 200 FEET NORTH OF THE CENTERLINE OF
 JW0746'THE MAIN TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JW0746'1477 1919.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0376 ***********************************************************************
 HX0376  DESIGNATION -  1484
 HX0376  PID         -  HX0376
 HX0376  STATE/COUNTY-  WV/UPSHUR
 HX0376  USGS QUAD   -  BUCKHANNON (1989)
 HX0376
 HX0376                         *CURRENT SURVEY CONTROL
 HX0376  ___________________________________________________________________
 HX0376* NAD 83(1986)-  38 53 55.     (N)    080 12 19.     (W)     SCALED    
 HX0376* NAVD 88     -       452.211  (meters)    1483.63   (feet)  ADJUSTED  
 HX0376  ___________________________________________________________________
 HX0376  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HX0376  DYNAMIC HT  -         451.903 (meters)    1482.62  (feet)  COMP
 HX0376  MODELED GRAV-     979,932.4   (mgal)                       NAVD 88
 HX0376
 HX0376  VERT ORDER  -  SECOND    CLASS 0
 HX0376
 HX0376.The horizontal coordinates were scaled from a topographic map and have
 HX0376.an estimated accuracy of +/- 6 seconds.
 HX0376
 HX0376.The orthometric height was determined by differential leveling
 HX0376.and adjusted by the National Geodetic Survey in June 1991..
 HX0376
 HX0376.The geoid height was determined by GEOID03.
 HX0376
 HX0376.The dynamic height is computed by dividing the NAVD 88
 HX0376.geopotential number by the normal gravity value computed on the
 HX0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0376.degrees latitude (g = 980.6199 gals.).
 HX0376
 HX0376.The modeled gravity was interpolated from observed gravity values.
 HX0376
 HX0376;                    North         East    Units  Estimated Accuracy
 HX0376;SPC WV S     -   211,030.      668,940.      MT  (+/- 180 meters Scaled)
 HX0376
 HX0376                          SUPERSEDED SURVEY CONTROL
 HX0376
 HX0376  NGVD 29 (??/??/92)  452.392  (m)         1484.22   (f) ADJ UNCH    2 0
 HX0376
 HX0376.Superseded values are not recommended for survey control.
 HX0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0376.See file dsdata.txt to determine how the superseded data were derived.
 HX0376
 HX0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND689058(NAD 83)
 HX0376_MARKER: DD = SURVEY DISK
 HX0376_SETTING: 66 = SET IN ROCK OUTCROP
 HX0376_SP_SET: ROCK LEDGE
 HX0376_STAMPING: 1484 1911
 HX0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0376+STABILITY: POSITION/ELEVATION WELL
 HX0376
 HX0376  HISTORY     - Date     Condition        Report By
 HX0376  HISTORY     - 1911     MONUMENTED       USGS
 HX0376  HISTORY     - 1962     GOOD             NGS
 HX0376
 HX0376                          STATION DESCRIPTION
 HX0376
 HX0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0376'8.1 MI N FROM ALTON.
 HX0376'ABOUT 8.1 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0376'FROM THE POST OFFICE AT ALTON, ABOUT 0.15 MILE NORTH OF MILEPOST
 HX0376'4, SET ON TOP OF A ROCK LEDGE THAT IS 12 FEET LONG AND 5 FEET
 HX0376'HIGH, ONE POLE SOUTH OF TELEPHONE POLE 3-20, 6 FEET WEST OF THE
 HX0376'WEST RAIL, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1433 ***********************************************************************
 HW1433  DESIGNATION -  1485
 HW1433  PID         -  HW1433
 HW1433  STATE/COUNTY-  WV/PENDLETON
 HW1433  USGS QUAD   -  UPPER TRACT (1995)
 HW1433
 HW1433                         *CURRENT SURVEY CONTROL
 HW1433  ___________________________________________________________________
 HW1433* NAD 83(1986)-  38 47 07.     (N)    079 17 07.     (W)     SCALED    
 HW1433* NAVD 88     -       455.516  (meters)    1494.47   (feet)  ADJUSTED  
 HW1433  ___________________________________________________________________
 HW1433  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HW1433  DYNAMIC HT  -         455.194 (meters)    1493.42  (feet)  COMP
 HW1433  MODELED GRAV-     979,906.6   (mgal)                       NAVD 88
 HW1433
 HW1433  VERT ORDER  -  SECOND    CLASS 0
 HW1433
 HW1433.The horizontal coordinates were scaled from a topographic map and have
 HW1433.an estimated accuracy of +/- 6 seconds.
 HW1433
 HW1433.The orthometric height was determined by differential leveling
 HW1433.and adjusted by the National Geodetic Survey in June 1991..
 HW1433
 HW1433.The geoid height was determined by GEOID03.
 HW1433
 HW1433.The dynamic height is computed by dividing the NAVD 88
 HW1433.geopotential number by the normal gravity value computed on the
 HW1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1433.degrees latitude (g = 980.6199 gals.).
 HW1433
 HW1433.The modeled gravity was interpolated from observed gravity values.
 HW1433
 HW1433;                    North         East    Units  Estimated Accuracy
 HW1433;SPC WV S     -   199,530.      748,980.      MT  (+/- 180 meters Scaled)
 HW1433
 HW1433                          SUPERSEDED SURVEY CONTROL
 HW1433
 HW1433  NGVD 29 (??/??/92)  455.644  (m)         1494.89   (f) ADJ UNCH    2 0
 HW1433
 HW1433.Superseded values are not recommended for survey control.
 HW1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1433.See file dsdata.txt to determine how the superseded data were derived.
 HW1433
 HW1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC489943(NAD 83)
 HW1433_MARKER: DD = SURVEY DISK
 HW1433_SETTING: 80 = SET IN A BOULDER
 HW1433_STAMPING: 1485
 HW1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1433+STABILITY: SURFACE MOTION
 HW1433
 HW1433  HISTORY     - Date     Condition        Report By
 HW1433  HISTORY     - UNK      MONUMENTED       USGS
 HW1433  HISTORY     - 1934     GOOD             NGS
 HW1433
 HW1433                          STATION DESCRIPTION
 HW1433
 HW1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1433'0.4 MI S FROM UPPER TRACT.
 HW1433'0.4 MILE SOUTH ALONG U.S. HIGHWAY 220 FROM UPPER TRACT, PENDLETON
 HW1433'COUNTY, 150 FEET NORTH OF REEDS CREEK BRIDGE, 5 FEET NORTH OF
 HW1433'THE SOUTH DOOR OF A SCHOOL, IN THE TOP OF A SMALL EMBEDDED BOULDER
 HW1433'15 YARDS WEST OF THE HIGHWAY, AND 1-1/2 FEET HIGHER THAN THE
 HW1433'HIGHWAY.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1485.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1416 ***********************************************************************
 HW1416  DESIGNATION -  15
 HW1416  PID         -  HW1416
 HW1416  STATE/COUNTY-  WV/PENDLETON
 HW1416  USGS QUAD   -  CIRCLEVILLE (1995)
 HW1416
 HW1416                         *CURRENT SURVEY CONTROL
 HW1416  ___________________________________________________________________
 HW1416* NAD 83(1986)-  38 41 54.     (N)    079 24 08.     (W)     SCALED    
 HW1416* NAVD 88     -      1029.410  (meters)    3377.32   (feet)  ADJUSTED  
 HW1416  ___________________________________________________________________
 HW1416  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HW1416  DYNAMIC HT  -        1028.677 (meters)    3374.92  (feet)  COMP
 HW1416  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 HW1416
 HW1416  VERT ORDER  -  SECOND    CLASS 0
 HW1416
 HW1416.The horizontal coordinates were scaled from a topographic map and have
 HW1416.an estimated accuracy of +/- 6 seconds.
 HW1416
 HW1416.The orthometric height was determined by differential leveling
 HW1416.and adjusted by the National Geodetic Survey in June 1991..
 HW1416
 HW1416.The geoid height was determined by GEOID03.
 HW1416
 HW1416.The dynamic height is computed by dividing the NAVD 88
 HW1416.geopotential number by the normal gravity value computed on the
 HW1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1416.degrees latitude (g = 980.6199 gals.).
 HW1416
 HW1416.The modeled gravity was interpolated from observed gravity values.
 HW1416
 HW1416;                    North         East    Units  Estimated Accuracy
 HW1416;SPC WV S     -   189,700.      738,980.      MT  (+/- 180 meters Scaled)
 HW1416
 HW1416                          SUPERSEDED SURVEY CONTROL
 HW1416
 HW1416  NGVD 29 (??/??/92) 1029.567  (m)         3377.84   (f) ADJ UNCH    2 0
 HW1416
 HW1416.Superseded values are not recommended for survey control.
 HW1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1416.See file dsdata.txt to determine how the superseded data were derived.
 HW1416
 HW1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC389845(NAD 83)
 HW1416_MARKER: Q = CHISELED SQUARE
 HW1416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1416_SP_SET: CULVERT
 HW1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1416
 HW1416  HISTORY     - Date     Condition        Report By
 HW1416  HISTORY     - UNK      MONUMENTED       WVHD
 HW1416  HISTORY     - 1934     GOOD             NGS
 HW1416  HISTORY     - 1954     MARK NOT FOUND   USE
 HW1416
 HW1416                          STATION DESCRIPTION
 HW1416
 HW1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1416'9 MI W FROM FRANKLIN.
 HW1416'9 MILES WEST ALONG U.S. HIGHWAY 33 FROM FRANKLIN, PENDLETON
 HW1416'COUNTY, 0.6 MILE EAST OF THE TOP OF NORTH FORK MOUNTAIN, ON
 HW1416'THE TOP OF CULVERT 2173, 5 YARDS SOUTH OF THE CENTERLINE OF THE
 HW1416'HIGHWAY, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A CHISELED SQUARE.
 HW1416
 HW1416                          STATION RECOVERY (1954)
 HW1416
 HW1416'RECOVERY NOTE BY US ENGINEERS 1954
 HW1416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0056 ***********************************************************************
 JX0056  DESIGNATION -  150
 JX0056  PID         -  JX0056
 JX0056  STATE/COUNTY-  WV/MARION
 JX0056  USGS QUAD   -  MANNINGTON (1976)
 JX0056
 JX0056                         *CURRENT SURVEY CONTROL
 JX0056  ___________________________________________________________________
 JX0056* NAD 83(1986)-  39 35 08.     (N)    080 22 11.     (W)     SCALED    
 JX0056* NAVD 88     -       305.82   (+/-2cm)    1003.3    (feet)  VERTCON   
 JX0056  ___________________________________________________________________
 JX0056  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JX0056
 JX0056  VERT ORDER  -  ? (See Below)
 JX0056
 JX0056.The horizontal coordinates were scaled from a topographic map and have
 JX0056.an estimated accuracy of +/- 6 seconds.
 JX0056
 JX0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX0056.The vertical order pertains to the NGVD 29 superseded value.
 JX0056
 JX0056.The geoid height was determined by GEOID03.
 JX0056
 JX0056;                    North         East    Units  Estimated Accuracy
 JX0056;SPC WV N     -   120,880.      525,290.      MT  (+/- 180 meters Scaled)
 JX0056
 JX0056                          SUPERSEDED SURVEY CONTROL
 JX0056
 JX0056  NGVD 29 (??/??/92)  305.972  (m)         1003.84   (f) ADJ UNCH    ?  
 JX0056
 JX0056.Superseded values are not recommended for survey control.
 JX0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0056.See file dsdata.txt to determine how the superseded data were derived.
 JX0056
 JX0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND541819(NAD 83)
 JX0056_MARKER: B = BOLT
 JX0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0056_SP_SET: BRIDGE
 JX0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0056
 JX0056  HISTORY     - Date     Condition        Report By
 JX0056  HISTORY     - UNK      MONUMENTED       BORR
 JX0056  HISTORY     - 1934     GOOD             NGS
 JX0056
 JX0056                          STATION DESCRIPTION
 JX0056
 JX0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JX0056'0.5 MI NW FROM METZ.
 JX0056'0.5 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0056'THE STATION AT METZ, MARION COUNTY, 1 POLE NORTHWEST OF POLE
 JX0056'324+25, AND IN THE TOP OF THE NORTHWEST CONCRETE ABUTMENT OF
 JX0056'BRIDGE 125.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0710 ***********************************************************************
 GX0710  DESIGNATION -  1501 USGS
 GX0710  PID         -  GX0710
 GX0710  STATE/COUNTY-  WV/SUMMERS
 GX0710  USGS QUAD   -  TALCOTT (1968)
 GX0710
 GX0710                         *CURRENT SURVEY CONTROL
 GX0710  ___________________________________________________________________
 GX0710* NAD 83(1986)-  37 38 54.     (N)    080 45 06.     (W)     SCALED    
 GX0710* NAVD 88     -       457.560  (meters)    1501.18   (feet)  ADJUSTED  
 GX0710  ___________________________________________________________________
 GX0710  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0710  DYNAMIC HT  -         457.185 (meters)    1499.95  (feet)  COMP
 GX0710  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 GX0710
 GX0710  VERT ORDER  -  FIRST     CLASS II
 GX0710
 GX0710.The horizontal coordinates were scaled from a topographic map and have
 GX0710.an estimated accuracy of +/- 6 seconds.
 GX0710
 GX0710.The orthometric height was determined by differential leveling
 GX0710.and adjusted by the National Geodetic Survey in June 1991..
 GX0710
 GX0710.The geoid height was determined by GEOID03.
 GX0710
 GX0710.The dynamic height is computed by dividing the NAVD 88
 GX0710.geopotential number by the normal gravity value computed on the
 GX0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0710.degrees latitude (g = 980.6199 gals.).
 GX0710
 GX0710.The modeled gravity was interpolated from observed gravity values.
 GX0710
 GX0710;                    North         East    Units  Estimated Accuracy
 GX0710;SPC WV S     -    71,990.      621,920.      MT  (+/- 180 meters Scaled)
 GX0710
 GX0710                          SUPERSEDED SURVEY CONTROL
 GX0710
 GX0710  NGVD 29 (??/??/92)  457.729  (m)         1501.73   (f) ADJ UNCH    1 2
 GX0710
 GX0710.Superseded values are not recommended for survey control.
 GX0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0710.See file dsdata.txt to determine how the superseded data were derived.
 GX0710
 GX0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB219668(NAD 83)
 GX0710_MARKER: DD = SURVEY DISK
 GX0710_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0710_SP_SET: ABUTMENT
 GX0710_STAMPING: B 1501
 GX0710_MARK LOGO: USGS  
 GX0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0710
 GX0710  HISTORY     - Date     Condition        Report By
 GX0710  HISTORY     - UNK      MONUMENTED       USGS
 GX0710  HISTORY     - 1958     GOOD             NGS
 GX0710  HISTORY     - 1984     GOOD             NGS
 GX0710
 GX0710                          STATION DESCRIPTION
 GX0710
 GX0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0710'AT TALCOTT.
 GX0710'AT TALCOTT, 0.15 MILE SOUTH ALONG A SMALL BLACK TOP ROAD FROM
 GX0710'ITS CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY, 0.1 MILE SOUTH
 GX0710'OF THE POST OFFICE, AT THE SOUTH END OF A NARROW STEEL BRIDGE
 GX0710'OVER GREENBRIER RIVER, 11 1/2 FEET EAST OF THE CENTER LINE OF
 GX0710'THE BRIDGE, IN TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT,
 GX0710'3-INCHES NORTH OF BACKWALL OF ABUTMENT, AND ABOUT 1 FOOT BELOW
 GX0710'THE LEVEL OF THE BRIDGE FLOOR.
 GX0710
 GX0710                          STATION RECOVERY (1984)
 GX0710
 GX0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0527 ***********************************************************************
 HX0527  DESIGNATION -  1509
 HX0527  PID         -  HX0527
 HX0527  STATE/COUNTY-  WV/WEBSTER
 HX0527  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0527
 HX0527                         *CURRENT SURVEY CONTROL
 HX0527  ___________________________________________________________________
 HX0527* NAD 83(1986)-  38 28 37.     (N)    080 24 40.     (W)     SCALED    
 HX0527* NAVD 88     -       459.916  (meters)    1508.91   (feet)  ADJUSTED  
 HX0527  ___________________________________________________________________
 HX0527  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX0527  DYNAMIC HT  -         459.577 (meters)    1507.80  (feet)  COMP
 HX0527  MODELED GRAV-     979,877.8   (mgal)                       NAVD 88
 HX0527
 HX0527  VERT ORDER  -  SECOND    CLASS 0
 HX0527
 HX0527.The horizontal coordinates were scaled from a topographic map and have
 HX0527.an estimated accuracy of +/- 6 seconds.
 HX0527
 HX0527.The orthometric height was determined by differential leveling
 HX0527.and adjusted by the National Geodetic Survey in June 1991..
 HX0527.WARNING-Repeat measurements at this control monument indicate possible
 HX0527.vertical movement.
 HX0527
 HX0527.The geoid height was determined by GEOID03.
 HX0527
 HX0527.The dynamic height is computed by dividing the NAVD 88
 HX0527.geopotential number by the normal gravity value computed on the
 HX0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0527.degrees latitude (g = 980.6199 gals.).
 HX0527
 HX0527.The modeled gravity was interpolated from observed gravity values.
 HX0527
 HX0527;                    North         East    Units  Estimated Accuracy
 HX0527;SPC WV S     -   164,090.      651,380.      MT  (+/- 180 meters Scaled)
 HX0527
 HX0527                          SUPERSEDED SURVEY CONTROL
 HX0527
 HX0527  NGVD 29 (??/??/92)  460.085  (m)         1509.46   (f) ADJ UNCH    2 0
 HX0527
 HX0527.Superseded values are not recommended for survey control.
 HX0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0527.See file dsdata.txt to determine how the superseded data were derived.
 HX0527
 HX0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC513588(NAD 83)
 HX0527_MARKER: DD = SURVEY DISK
 HX0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0527_SP_SET: STEP
 HX0527_STAMPING: 1509
 HX0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0527
 HX0527  HISTORY     - Date     Condition        Report By
 HX0527  HISTORY     - UNK      MONUMENTED       USGS
 HX0527  HISTORY     - 1962     GOOD             NGS
 HX0527
 HX0527                          STATION DESCRIPTION
 HX0527
 HX0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0527'AT WEBSTER SPRINGS.
 HX0527'AT WEBSTER SPRINGS, AT THE WEBSTER COUNTY COURT HOUSE, 2.2
 HX0527'FEET EAST OF EAST EDGE OF ENTRANCE, 1.4 FEET SOUTHWEST OF
 HX0527'NORTHWEST END OF STEP, ABOUT 7 FEET ABOVE GROUND, AND SET ON TOP
 HX0527'OF NORTHEAST END OF TOP STEP AT THE NORTHWEST ENTRANCE TO COURT
 HX0527'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0714 ***********************************************************************
 GX0714  DESIGNATION -  1509 USGS
 GX0714  PID         -  GX0714
 GX0714  STATE/COUNTY-  WV/SUMMERS
 GX0714  USGS QUAD   -  TALCOTT (1968)
 GX0714
 GX0714                         *CURRENT SURVEY CONTROL
 GX0714  ___________________________________________________________________
 GX0714* NAD 83(1986)-  37 38 35.     (N)    080 47 30.     (W)     SCALED    
 GX0714* NAVD 88     -       459.748  (meters)    1508.36   (feet)  ADJUSTED  
 GX0714  ___________________________________________________________________
 GX0714  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX0714  DYNAMIC HT  -         459.367 (meters)    1507.11  (feet)  COMP
 GX0714  MODELED GRAV-     979,786.6   (mgal)                       NAVD 88
 GX0714
 GX0714  VERT ORDER  -  FIRST     CLASS II
 GX0714
 GX0714.The horizontal coordinates were scaled from a topographic map and have
 GX0714.an estimated accuracy of +/- 6 seconds.
 GX0714
 GX0714.The orthometric height was determined by differential leveling
 GX0714.and adjusted by the National Geodetic Survey in June 1991..
 GX0714
 GX0714.The geoid height was determined by GEOID03.
 GX0714
 GX0714.The dynamic height is computed by dividing the NAVD 88
 GX0714.geopotential number by the normal gravity value computed on the
 GX0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0714.degrees latitude (g = 980.6199 gals.).
 GX0714
 GX0714.The modeled gravity was interpolated from observed gravity values.
 GX0714
 GX0714;                    North         East    Units  Estimated Accuracy
 GX0714;SPC WV S     -    71,390.      618,390.      MT  (+/- 180 meters Scaled)
 GX0714
 GX0714                          SUPERSEDED SURVEY CONTROL
 GX0714
 GX0714  NGVD 29 (??/??/92)  459.910  (m)         1508.89   (f) ADJ UNCH    1 2
 GX0714
 GX0714.Superseded values are not recommended for survey control.
 GX0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0714.See file dsdata.txt to determine how the superseded data were derived.
 GX0714
 GX0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB183662(NAD 83)
 GX0714_MARKER: DD = SURVEY DISK
 GX0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0714_SP_SET: CUT BANK
 GX0714_STAMPING: 1509
 GX0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0714
 GX0714  HISTORY     - Date     Condition        Report By
 GX0714  HISTORY     - UNK      MONUMENTED       USGS
 GX0714  HISTORY     - 1958     GOOD             NGS
 GX0714  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0714
 GX0714                          STATION DESCRIPTION
 GX0714
 GX0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0714'2.2 MI W FROM TALCOTT.
 GX0714'ABOUT 2.25 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0714'THE STATION AT TALCOTT, 0.25 MILE WEST OF THE WEST END OF THE
 GX0714'EAST BOUND TUNNEL, 0.15 MILE WEST OF THE WEST END OF THE WEST
 GX0714'BOUND TUNNEL, 77 FEET NORTHWEST OF AND ACROSS THE TRACK FROM THE
 GX0714'NORTHWEST CORNER OF RED BRICK SIGNAL TOWER NW AT HILLDALE, 9.4
 GX0714'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, SET VERTICALLY
 GX0714'IN THE SOUTH FACE OF AN 8-INCH HIGH BY 4-FOOT WIDE FLAT STONE IN
 GX0714'THE BOTTOM OF CUT BANK, 1 FOOT ABOVE THE BOTTOM OF DITCH, 17
 GX0714'FEET EAST OF A CIRCULAR MANHOLE FOR AN UNDERGROUND CABLE UNDER
 GX0714'THE TRACK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GX0714
 GX0714                          STATION RECOVERY (1984)
 GX0714
 GX0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0714'NOT RECOVERED, THE MARK LOCATION IS COVERED BY A DIRT AND ROCK SLIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1592 ***********************************************************************
 HX1592  DESIGNATION -  1518
 HX1592  PID         -  HX1592
 HX1592  STATE/COUNTY-  WV/WEBSTER
 HX1592  USGS QUAD   -  ERBACON (1976)
 HX1592
 HX1592                         *CURRENT SURVEY CONTROL
 HX1592  ___________________________________________________________________
 HX1592* NAD 83(1986)-  38 31 08.     (N)    080 35 20.     (W)     SCALED    
 HX1592* NAVD 88     -       462.655  (meters)    1517.89   (feet)  ADJUSTED  
 HX1592  ___________________________________________________________________
 HX1592  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HX1592  DYNAMIC HT  -         462.321 (meters)    1516.80  (feet)  COMP
 HX1592  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 HX1592
 HX1592  VERT ORDER  -  SECOND    CLASS 0
 HX1592
 HX1592.The horizontal coordinates were scaled from a topographic map and have
 HX1592.an estimated accuracy of +/- 6 seconds.
 HX1592
 HX1592.The orthometric height was determined by differential leveling
 HX1592.and adjusted by the National Geodetic Survey in June 1991..
 HX1592
 HX1592.The geoid height was determined by GEOID03.
 HX1592
 HX1592.The dynamic height is computed by dividing the NAVD 88
 HX1592.geopotential number by the normal gravity value computed on the
 HX1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1592.degrees latitude (g = 980.6199 gals.).
 HX1592
 HX1592.The modeled gravity was interpolated from observed gravity values.
 HX1592
 HX1592;                    North         East    Units  Estimated Accuracy
 HX1592;SPC WV S     -   168,660.      635,850.      MT  (+/- 180 meters Scaled)
 HX1592
 HX1592                          SUPERSEDED SURVEY CONTROL
 HX1592
 HX1592  NGVD 29 (??/??/92)  462.831  (m)         1518.47   (f) ADJ UNCH    2 0
 HX1592
 HX1592.Superseded values are not recommended for survey control.
 HX1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1592.See file dsdata.txt to determine how the superseded data were derived.
 HX1592
 HX1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC358634(NAD 83)
 HX1592_MARKER: DD = SURVEY DISK
 HX1592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1592_SP_SET: BRIDGE SEAT
 HX1592_STAMPING: 1518
 HX1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1592
 HX1592  HISTORY     - Date     Condition        Report By
 HX1592  HISTORY     - UNK      MONUMENTED       USGS
 HX1592  HISTORY     - 1962     GOOD             NGS
 HX1592
 HX1592                          STATION DESCRIPTION
 HX1592
 HX1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1592'AT ERBACON.
 HX1592'AT ERBACON, ABOUT 100 YARDS SOUTH OF POST OFFICE, AT BRIDGE
 HX1592'1065 OVER MISSOURI CREEK, SET ON TOP OF WEST END OF NORTH
 HX1592'BRIDGE SEAT, 12.5 FEET WEST OF WEST RAIL, 27 FEET SOUTHWEST OF
 HX1592'CENTER OF JUNCTION OF BLACK TOP ROAD AND DIRT STREET LEADING
 HX1592'NORTHEAST, AND IS ABOUT 4 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0523 ***********************************************************************
 HX0523  DESIGNATION -  1519.94
 HX0523  PID         -  HX0523
 HX0523  STATE/COUNTY-  WV/WEBSTER
 HX0523  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0523
 HX0523                         *CURRENT SURVEY CONTROL
 HX0523  ___________________________________________________________________
 HX0523* NAD 83(1986)-  38 28 45.     (N)    080 25 09.     (W)     SCALED    
 HX0523* NAVD 88     -       463.380  (meters)    1520.27   (feet)  ADJUSTED  
 HX0523  ___________________________________________________________________
 HX0523  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HX0523  DYNAMIC HT  -         463.033 (meters)    1519.13  (feet)  COMP
 HX0523  MODELED GRAV-     979,865.2   (mgal)                       NAVD 88
 HX0523
 HX0523  VERT ORDER  -  SECOND    CLASS 0
 HX0523
 HX0523.The horizontal coordinates were scaled from a topographic map and have
 HX0523.an estimated accuracy of +/- 6 seconds.
 HX0523
 HX0523.The orthometric height was determined by differential leveling
 HX0523.and adjusted by the National Geodetic Survey in June 1991..
 HX0523
 HX0523.The geoid height was determined by GEOID03.
 HX0523
 HX0523.The dynamic height is computed by dividing the NAVD 88
 HX0523.geopotential number by the normal gravity value computed on the
 HX0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0523.degrees latitude (g = 980.6199 gals.).
 HX0523
 HX0523.The modeled gravity was interpolated from observed gravity values.
 HX0523
 HX0523;                    North         East    Units  Estimated Accuracy
 HX0523;SPC WV S     -   164,330.      650,680.      MT  (+/- 180 meters Scaled)
 HX0523
 HX0523                          SUPERSEDED SURVEY CONTROL
 HX0523
 HX0523  NGVD 29 (??/??/92)  463.54   (m)         1520.8    (f) COMPUTED    2 0
 HX0523
 HX0523.Superseded values are not recommended for survey control.
 HX0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0523.See file dsdata.txt to determine how the superseded data were derived.
 HX0523
 HX0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC506591(NAD 83)
 HX0523_MARKER: Q = CHISELED SQUARE
 HX0523_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0523_SP_SET: UNSPECIFIED ROCK
 HX0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0523
 HX0523  HISTORY     - Date     Condition        Report By
 HX0523  HISTORY     - UNK      MONUMENTED       WVHD
 HX0523  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0523
 HX0523                          STATION DESCRIPTION
 HX0523
 HX0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0523'AT WEBSTER SPRINGS.
 HX0523'AT WEBSTER SPRINGS, WEBSTER COUNTY, ON STATE HIGHWAY 15, AT THE
 HX0523'TOWN LIMITS, ABOUT 333 YARDS SOUTHWEST OF THE LARGE BRIDGE OVER
 HX0523'ELK RIVER, ABOUT 15 YARDS SOUTHEAST OF THE CENTER LINE OF THE
 HX0523'HIGHWAY, ON THE TOP OF A ROCK, AND ABOUT 1 FOOT HIGHER THAN
 HX0523'THE HIGHWAY.  A CHISELED SQUARE, MARKED BY THE WHITE PAINTED
 HX0523'LETTERS 1519.94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0122 ***********************************************************************
 HX0122  DESIGNATION -  1523
 HX0122  PID         -  HX0122
 HX0122  STATE/COUNTY-  WV/UPSHUR
 HX0122  USGS QUAD   -  ADRIAN (1979)
 HX0122
 HX0122                         *CURRENT SURVEY CONTROL
 HX0122  ___________________________________________________________________
 HX0122* NAD 83(1986)-  38 55 10.     (N)    080 19 29.     (W)     SCALED    
 HX0122* NAVD 88     -       464.108  (meters)    1522.66   (feet)  ADJUSTED  
 HX0122  ___________________________________________________________________
 HX0122  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HX0122  DYNAMIC HT  -         463.796 (meters)    1521.64  (feet)  COMP
 HX0122  MODELED GRAV-     979,940.0   (mgal)                       NAVD 88
 HX0122
 HX0122  VERT ORDER  -  SECOND    CLASS 0
 HX0122
 HX0122.The horizontal coordinates were scaled from a topographic map and have
 HX0122.an estimated accuracy of +/- 6 seconds.
 HX0122
 HX0122.The orthometric height was determined by differential leveling
 HX0122.and adjusted by the National Geodetic Survey in June 1991..
 HX0122
 HX0122.The geoid height was determined by GEOID03.
 HX0122
 HX0122.The dynamic height is computed by dividing the NAVD 88
 HX0122.geopotential number by the normal gravity value computed on the
 HX0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0122.degrees latitude (g = 980.6199 gals.).
 HX0122
 HX0122.The modeled gravity was interpolated from observed gravity values.
 HX0122
 HX0122;                    North         East    Units  Estimated Accuracy
 HX0122;SPC WV S     -   213,260.      658,560.      MT  (+/- 180 meters Scaled)
 HX0122
 HX0122                          SUPERSEDED SURVEY CONTROL
 HX0122
 HX0122  NGVD 29 (??/??/92)  464.290  (m)         1523.26   (f) ADJ UNCH    2 0
 HX0122
 HX0122.Superseded values are not recommended for survey control.
 HX0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0122.See file dsdata.txt to determine how the superseded data were derived.
 HX0122
 HX0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND585080(NAD 83)
 HX0122_MARKER: DD = SURVEY DISK
 HX0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0122_SP_SET: TUNNEL
 HX0122_STAMPING: 1523 1911
 HX0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0122
 HX0122  HISTORY     - Date     Condition        Report By
 HX0122  HISTORY     - 1911     MONUMENTED       USGS
 HX0122  HISTORY     - 1962     GOOD             NGS
 HX0122
 HX0122                          STATION DESCRIPTION
 HX0122
 HX0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0122'3 MI W FROM ADRIAN.
 HX0122'ABOUT 3.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0122'FROM THE CROSSING OF STATE HIGHWAYS 20 AND 4 AT ADRAIN, SET
 HX0122'VERTICALLY IN THE EAST FACE OF THE SOUTH WALL AT THE EAST END
 HX0122'OF A CONCRETE AND BRICK TUNNEL, 9 FEET SOUTH OF THE SOUTH
 HX0122'RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.  NOTE-- THIS
 HX0122'BENCH MARK CAN ALSO BE REACHED BY GOING ABOUT 4.1 MILES NORTHEAST
 HX0122'ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION AT
 HX0122'FRENCHTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0696 ***********************************************************************
 GX0696  DESIGNATION -  1525 USGS
 GX0696  PID         -  GX0696
 GX0696  STATE/COUNTY-  WV/SUMMERS
 GX0696  USGS QUAD   -  ALDERSON (1976)
 GX0696
 GX0696                         *CURRENT SURVEY CONTROL
 GX0696  ___________________________________________________________________
 GX0696* NAD 83(1986)-  37 40 34.     (N)    080 42 01.     (W)     SCALED    
 GX0696* NAVD 88     -       464.608  (meters)    1524.30   (feet)  ADJUSTED  
 GX0696  ___________________________________________________________________
 GX0696  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX0696  DYNAMIC HT  -         464.222 (meters)    1523.04  (feet)  COMP
 GX0696  MODELED GRAV-     979,785.1   (mgal)                       NAVD 88
 GX0696
 GX0696  VERT ORDER  -  FIRST     CLASS II
 GX0696
 GX0696.The horizontal coordinates were scaled from a topographic map and have
 GX0696.an estimated accuracy of +/- 6 seconds.
 GX0696
 GX0696.The orthometric height was determined by differential leveling
 GX0696.and adjusted by the National Geodetic Survey in June 1991..
 GX0696
 GX0696.The geoid height was determined by GEOID03.
 GX0696
 GX0696.The dynamic height is computed by dividing the NAVD 88
 GX0696.geopotential number by the normal gravity value computed on the
 GX0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0696.degrees latitude (g = 980.6199 gals.).
 GX0696
 GX0696.The modeled gravity was interpolated from observed gravity values.
 GX0696
 GX0696;                    North         East    Units  Estimated Accuracy
 GX0696;SPC WV S     -    75,080.      626,440.      MT  (+/- 180 meters Scaled)
 GX0696
 GX0696                          SUPERSEDED SURVEY CONTROL
 GX0696
 GX0696  NGVD 29 (??/??/92)  464.771  (m)         1524.84   (f) ADJ UNCH    1 2
 GX0696
 GX0696.Superseded values are not recommended for survey control.
 GX0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0696.See file dsdata.txt to determine how the superseded data were derived.
 GX0696
 GX0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB264699(NAD 83)
 GX0696_MARKER: DD = SURVEY DISK
 GX0696_SETTING: 66 = SET IN ROCK OUTCROP
 GX0696_SP_SET: ROCK CUT
 GX0696_STAMPING: 1525
 GX0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0696+STABILITY: POSITION/ELEVATION WELL
 GX0696
 GX0696  HISTORY     - Date     Condition        Report By
 GX0696  HISTORY     - UNK      MONUMENTED       USGS
 GX0696  HISTORY     - 1958     GOOD             NGS
 GX0696  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0696
 GX0696                          STATION DESCRIPTION
 GX0696
 GX0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0696'1.4 MI E FROM PENCE SPRINGS.
 GX0696'ABOUT 1.35 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0696'THE CROSSING OF A BLACK TOP ROAD AT PENCE SPRINGS, 2 FEET
 GX0696'SOUTHEAST OF MILEPOST 342, 9.7 FEET SOUTH OF THE SOUTH RAIL OF THE
 GX0696'SOUTH TRACK, SET VERTICALLY IN THE NORTH FACE OF LAYER OF ROCK
 GX0696'AT THE BOTTOM OF OVERHANGING CUT (UNDER THE EAST QUARTER OF
 GX0696'OVERHANG), 1 INCH BELOW THE LEVEL OF THE GROUND, 82 FEET EAST OF
 GX0696'THE CENTER OF TRIGGER SECTION OF ROCK FALL WARNING FENCE FOR
 GX0696'RAILWAY, 150 YARDS WEST OF THE WEST END OF CURVE, AND ABOUT 1 1/2
 GX0696'FEET BELOW THE LEVEL OF THE TRACK.
 GX0696
 GX0696                          STATION RECOVERY (1984)
 GX0696
 GX0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0696'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0696'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0705 ***********************************************************************
 GX0705  DESIGNATION -  1531 USGS
 GX0705  PID         -  GX0705
 GX0705  STATE/COUNTY-  WV/SUMMERS
 GX0705  USGS QUAD   -  ALDERSON (1976)
 GX0705
 GX0705                         *CURRENT SURVEY CONTROL
 GX0705  ___________________________________________________________________
 GX0705* NAD 83(1986)-  37 40 26.     (N)    080 44 01.     (W)     SCALED    
 GX0705* NAVD 88     -       466.549  (meters)    1530.67   (feet)  ADJUSTED  
 GX0705  ___________________________________________________________________
 GX0705  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0705  DYNAMIC HT  -         466.159 (meters)    1529.39  (feet)  COMP
 GX0705  MODELED GRAV-     979,780.0   (mgal)                       NAVD 88
 GX0705
 GX0705  VERT ORDER  -  FIRST     CLASS II
 GX0705
 GX0705.The horizontal coordinates were scaled from a topographic map and have
 GX0705.an estimated accuracy of +/- 6 seconds.
 GX0705
 GX0705.The orthometric height was determined by differential leveling
 GX0705.and adjusted by the National Geodetic Survey in June 1991..
 GX0705
 GX0705.The geoid height was determined by GEOID03.
 GX0705
 GX0705.The dynamic height is computed by dividing the NAVD 88
 GX0705.geopotential number by the normal gravity value computed on the
 GX0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0705.degrees latitude (g = 980.6199 gals.).
 GX0705
 GX0705.The modeled gravity was interpolated from observed gravity values.
 GX0705
 GX0705;                    North         East    Units  Estimated Accuracy
 GX0705;SPC WV S     -    74,830.      623,500.      MT  (+/- 180 meters Scaled)
 GX0705
 GX0705                          SUPERSEDED SURVEY CONTROL
 GX0705
 GX0705  NGVD 29 (??/??/92)  466.709  (m)         1531.19   (f) ADJ UNCH    1 2
 GX0705
 GX0705.Superseded values are not recommended for survey control.
 GX0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0705.See file dsdata.txt to determine how the superseded data were derived.
 GX0705
 GX0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB234696(NAD 83)
 GX0705_MARKER: DD = SURVEY DISK
 GX0705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0705_SP_SET: CONCRETE BASE
 GX0705_STAMPING: 1531
 GX0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0705
 GX0705  HISTORY     - Date     Condition        Report By
 GX0705  HISTORY     - UNK      MONUMENTED       USGS
 GX0705  HISTORY     - 1958     GOOD             NGS
 GX0705  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0705
 GX0705                          STATION DESCRIPTION
 GX0705
 GX0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0705'0.6 MI SW FROM PENCE SPRINGS.
 GX0705'ABOUT 0.55 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0705'FROM THE CROSSING OF A BLACK TOP ROAD AT PENCE SPRINGS, 234 FEET
 GX0705'NORTH OF AND ACROSS THE TRACK FROM MILEPOST 344, 111 YARDS
 GX0705'NORTHEAST OF A PRIVATE ROAD CROSSING, 59 FEET NORTHEAST OF THE
 GX0705'SECOND TELEPHONE POLE NORTHEAST OF CROSSING, 103 FEET SOUTHWEST
 GX0705'OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 5-FOOT
 GX0705'CONCRETE CULVERT USED AS A CATTLE PASS, 23.2 FEET NORTHWEST OF
 GX0705'THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 124 FEET SOUTHWEST OF
 GX0705'BENCH MARK K 201, IN TOP AND CENTER OF THE SOUTHEAST EDGE OF
 GX0705'CONCRETE BASE FOR AN ABANDONED SEMAPHORE, ABOUT LEVEL WITH THE
 GX0705'GROUND, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 GX0705
 GX0705                          STATION RECOVERY (1984)
 GX0705
 GX0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0705'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0705'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1417 ***********************************************************************
 GX1417  DESIGNATION -  154 WSM USGS
 GX1417  PID         -  GX1417
 GX1417  STATE/COUNTY-  WV/MERCER
 GX1417  USGS QUAD   -  BLUEFIELD (1979)
 GX1417
 GX1417                         *CURRENT SURVEY CONTROL
 GX1417  ___________________________________________________________________
 GX1417* NAD 83(1986)-  37 16 48.     (N)    081 11 14.     (W)     SCALED    
 GX1417* NAVD 88     -       739.850  (meters)    2427.32   (feet)  ADJUSTED  
 GX1417  ___________________________________________________________________
 GX1417  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX1417  DYNAMIC HT  -         739.185 (meters)    2425.14  (feet)  COMP
 GX1417  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 GX1417
 GX1417  VERT ORDER  -  FIRST     CLASS II
 GX1417
 GX1417.The horizontal coordinates were scaled from a topographic map and have
 GX1417.an estimated accuracy of +/- 6 seconds.
 GX1417
 GX1417.The orthometric height was determined by differential leveling
 GX1417.and adjusted by the National Geodetic Survey in June 1991..
 GX1417
 GX1417.The geoid height was determined by GEOID03.
 GX1417
 GX1417.The dynamic height is computed by dividing the NAVD 88
 GX1417.geopotential number by the normal gravity value computed on the
 GX1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1417.degrees latitude (g = 980.6199 gals.).
 GX1417
 GX1417.The modeled gravity was interpolated from observed gravity values.
 GX1417
 GX1417;                    North         East    Units  Estimated Accuracy
 GX1417;SPC WV S     -    31,090.      583,400.      MT  (+/- 180 meters Scaled)
 GX1417
 GX1417                          SUPERSEDED SURVEY CONTROL
 GX1417
 GX1417  NGVD 29 (??/??/92)  739.946  (m)         2427.64   (f) ADJ UNCH    1 2
 GX1417
 GX1417.Superseded values are not recommended for survey control.
 GX1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1417.See file dsdata.txt to determine how the superseded data were derived.
 GX1417
 GX1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB834259(NAD 83)
 GX1417_MARKER: DD = SURVEY DISK
 GX1417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1417_SP_SET: CONCRETE BASE
 GX1417_STAMPING: 2428 154 WSM 1957
 GX1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1417
 GX1417  HISTORY     - Date     Condition        Report By
 GX1417  HISTORY     - 1957     MONUMENTED       USGS
 GX1417  HISTORY     - 1965     GOOD             NGS
 GX1417  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1417
 GX1417                          STATION DESCRIPTION
 GX1417
 GX1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1417'1.9 MI E FROM BLUEFIELD.
 GX1417'ABOUT 1.9 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1417'FROM THE STATION AT BLUEFIELD, ABOUT 0.2 MILE WEST OF MILEPOST
 GX1417'N-361, SET IN THE TOP OF THE EAST END OF A 1 FOOT WIDE OFFSET
 GX1417'ON THE SOUTH SIDE OF THE CONCRETE BASE WHICH SUPPORTS SEMAPHORE
 GX1417'3613, 6 FEET NORTH OF THE NORTH RAIL OF THE NORTH ONE OF SEVERAL
 GX1417'TRACKS, 1/2 FOOT WEST OF THE EAST END OF THE OFFSET, ABOUT
 GX1417'LEVEL WITH THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GX1417'TRACK.
 GX1417
 GX1417                          STATION RECOVERY (1984)
 GX1417
 GX1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1417'NOT RECOVERED, INACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0266 ***********************************************************************
 HX0266  DESIGNATION -  1544
 HX0266  PID         -  HX0266
 HX0266  STATE/COUNTY-  WV/WEBSTER
 HX0266  USGS QUAD   -  DIANA (1982)
 HX0266
 HX0266                         *CURRENT SURVEY CONTROL
 HX0266  ___________________________________________________________________
 HX0266* NAD 83(1986)-  38 34 08.     (N)    080 24 04.     (W)     SCALED    
 HX0266* NAVD 88     -       470.635  (meters)    1544.08   (feet)  ADJUSTED  
 HX0266  ___________________________________________________________________
 HX0266  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HX0266  DYNAMIC HT  -         470.283 (meters)    1542.92  (feet)  COMP
 HX0266  MODELED GRAV-     979,867.1   (mgal)                       NAVD 88
 HX0266
 HX0266  VERT ORDER  -  SECOND    CLASS 0
 HX0266
 HX0266.The horizontal coordinates were scaled from a topographic map and have
 HX0266.an estimated accuracy of +/- 6 seconds.
 HX0266
 HX0266.The orthometric height was determined by differential leveling
 HX0266.and adjusted by the National Geodetic Survey in June 1991..
 HX0266
 HX0266.The geoid height was determined by GEOID03.
 HX0266
 HX0266.The dynamic height is computed by dividing the NAVD 88
 HX0266.geopotential number by the normal gravity value computed on the
 HX0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0266.degrees latitude (g = 980.6199 gals.).
 HX0266
 HX0266.The modeled gravity was interpolated from observed gravity values.
 HX0266
 HX0266;                    North         East    Units  Estimated Accuracy
 HX0266;SPC WV S     -   174,300.      652,190.      MT  (+/- 180 meters Scaled)
 HX0266
 HX0266                          SUPERSEDED SURVEY CONTROL
 HX0266
 HX0266  NGVD 29 (??/??/92)  470.782  (m)         1544.56   (f) ADJ UNCH    2 0
 HX0266
 HX0266.Superseded values are not recommended for survey control.
 HX0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0266.See file dsdata.txt to determine how the superseded data were derived.
 HX0266
 HX0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC521691(NAD 83)
 HX0266_MARKER: DD = SURVEY DISK
 HX0266_SETTING: 80 = SET IN A BOULDER
 HX0266_SP_SET: BOULDER
 HX0266_STAMPING: 1544
 HX0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0266+STABILITY: SURFACE MOTION
 HX0266
 HX0266  HISTORY     - Date     Condition        Report By
 HX0266  HISTORY     - UNK      MONUMENTED       USGS
 HX0266  HISTORY     - 1962     GOOD             NGS
 HX0266
 HX0266                          STATION DESCRIPTION
 HX0266
 HX0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0266'3.1 MI E FROM DIANA.
 HX0266'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0266'AT DIANA, THENCE ABOUT 0.9 MILE EAST ALONG A GRAVEL ROAD THAT
 HX0266'LEADS EAST AND THEN NORTHEAST TO PICKENS, SET ON TOP OF A BOULDER
 HX0266'THAT IS ABOUT 5-BY 6-FOOT LONG AND 5-FOOT HIGH, 57 FEET EAST
 HX0266'OF THE CENTER LINE OF THE ROAD, 51 FEET EAST OF THE NORTHWEST END
 HX0266'OF A 25-FOOT BRIDGE OVER THE HOLLY RIVER, 43 FEET SOUTHEAST OF
 HX0266'THE CENTER LINE OF THE JUNCTION OF TWO DIRT ROADS, 100 YARDS
 HX0266'NORTHEAST OF A SMALL RED BRICK CHURCH, AND ABOUT 6 FEET BELOW THE
 HX0266'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0687 ***********************************************************************
 GX0687  DESIGNATION -  1556 USGS
 GX0687  PID         -  GX0687
 GX0687  STATE/COUNTY-  WV/MONROE
 GX0687  USGS QUAD   -  ALDERSON (1976)
 GX0687
 GX0687                         *CURRENT SURVEY CONTROL
 GX0687  ___________________________________________________________________
 GX0687* NAD 83(1986)-  37 43 25.     (N)    080 38 34.     (W)     SCALED    
 GX0687* NAVD 88     -       473.999  (meters)    1555.11   (feet)  ADJUSTED  
 GX0687  ___________________________________________________________________
 GX0687  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0687  DYNAMIC HT  -         473.613 (meters)    1553.85  (feet)  COMP
 GX0687  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 GX0687
 GX0687  VERT ORDER  -  FIRST     CLASS II
 GX0687
 GX0687.The horizontal coordinates were scaled from a topographic map and have
 GX0687.an estimated accuracy of +/- 6 seconds.
 GX0687
 GX0687.The orthometric height was determined by differential leveling
 GX0687.and adjusted by the National Geodetic Survey in June 1991..
 GX0687
 GX0687.The geoid height was determined by GEOID03.
 GX0687
 GX0687.The dynamic height is computed by dividing the NAVD 88
 GX0687.geopotential number by the normal gravity value computed on the
 GX0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0687.degrees latitude (g = 980.6199 gals.).
 GX0687
 GX0687.The modeled gravity was interpolated from observed gravity values.
 GX0687
 GX0687;                    North         East    Units  Estimated Accuracy
 GX0687;SPC WV S     -    80,370.      631,490.      MT  (+/- 180 meters Scaled)
 GX0687
 GX0687                          SUPERSEDED SURVEY CONTROL
 GX0687
 GX0687  NGVD 29 (??/??/92)  474.169  (m)         1555.67   (f) ADJ UNCH    1 2
 GX0687
 GX0687.Superseded values are not recommended for survey control.
 GX0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0687.See file dsdata.txt to determine how the superseded data were derived.
 GX0687
 GX0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB314752(NAD 83)
 GX0687_MARKER: DD = SURVEY DISK
 GX0687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0687_SP_SET: WATER TABLE
 GX0687_STAMPING: 1556
 GX0687_MARK LOGO: USGS  
 GX0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0687
 GX0687  HISTORY     - Date     Condition        Report By
 GX0687  HISTORY     - UNK      MONUMENTED       USGS
 GX0687  HISTORY     - 1958     GOOD             NGS
 GX0687  HISTORY     - 1961     GOOD             NGS
 GX0687  HISTORY     - 1983     GOOD             NGS
 GX0687
 GX0687                          STATION DESCRIPTION
 GX0687
 GX0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0687'AT ALDERSON.
 GX0687'AT ALDERSON, 0.1 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0687'FROM THE STATION, AT THE INTERSECTION OF RAILROAD AVENUE AND SOUTH
 GX0687'MONROE STREET, SET VERTICALLY IN THE WEST FACE OF STONE WATER
 GX0687'TABLE OF QUILLEN LUMBER AND SUPPLY COMPANY (THREE-STORY BRICK
 GX0687'BUILDING), 46 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN
 GX0687'TRACK, 33 FEET SOUTH OF THE SOUTH RAIL OF SIDE TRACK, 10.2 FEET
 GX0687'EAST OF EAST CURB OF STREET, 47 FEET NORTH OF THE PROLONGATION
 GX0687'OF CENTER LINE OF THE AVENUE, 3.9 FEET SOUTH OF THE NORTHWEST
 GX0687'CORNER OF THE BUILDING, AND 3.4 FEET ABOVE THE SIDEWALK.
 GX0687
 GX0687                          STATION RECOVERY (1961)
 GX0687
 GX0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GX0687'RECOVERED IN GOOD CONDITION.
 GX0687
 GX0687                          STATION RECOVERY (1983)
 GX0687
 GX0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1405 ***********************************************************************
 HW1405  DESIGNATION -  1567
 HW1405  PID         -  HW1405
 HW1405  STATE/COUNTY-  WV/PENDLETON
 HW1405  USGS QUAD   -  ONEGO (1995)
 HW1405
 HW1405                         *CURRENT SURVEY CONTROL
 HW1405  ___________________________________________________________________
 HW1405* NAD 83(1986)-  38 50 06.     (N)    079 22 33.     (W)     SCALED    
 HW1405* NAVD 88     -       477.565  (meters)    1566.81   (feet)  ADJUSTED  
 HW1405  ___________________________________________________________________
 HW1405  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HW1405  DYNAMIC HT  -         477.227 (meters)    1565.70  (feet)  COMP
 HW1405  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
 HW1405
 HW1405  VERT ORDER  -  SECOND    CLASS 0
 HW1405
 HW1405.The horizontal coordinates were scaled from a topographic map and have
 HW1405.an estimated accuracy of +/- 6 seconds.
 HW1405
 HW1405.The orthometric height was determined by differential leveling
 HW1405.and adjusted by the National Geodetic Survey in June 1991..
 HW1405
 HW1405.The geoid height was determined by GEOID03.
 HW1405
 HW1405.The dynamic height is computed by dividing the NAVD 88
 HW1405.geopotential number by the normal gravity value computed on the
 HW1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1405.degrees latitude (g = 980.6199 gals.).
 HW1405
 HW1405.The modeled gravity was interpolated from observed gravity values.
 HW1405
 HW1405;                    North         East    Units  Estimated Accuracy
 HW1405;SPC WV S     -   204,910.      741,010.      MT  (+/- 180 meters Scaled)
 HW1405
 HW1405                          SUPERSEDED SURVEY CONTROL
 HW1405
 HW1405  NGVD 29 (??/??/92)  477.705  (m)         1567.27   (f) ADJ UNCH    2 0
 HW1405
 HW1405.Superseded values are not recommended for survey control.
 HW1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1405.See file dsdata.txt to determine how the superseded data were derived.
 HW1405
 HW1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC409997(NAD 83)
 HW1405_MARKER: DD = SURVEY DISK
 HW1405_SETTING: 80 = SET IN A BOULDER
 HW1405_STAMPING: 1567
 HW1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1405+STABILITY: SURFACE MOTION
 HW1405
 HW1405  HISTORY     - Date     Condition        Report By
 HW1405  HISTORY     - UNK      MONUMENTED       USGS
 HW1405  HISTORY     - 1934     GOOD             NGS
 HW1405
 HW1405                          STATION DESCRIPTION
 HW1405
 HW1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1405'AT MOUTH OF SENECA.
 HW1405'AT MOUTH OF SENECA, PENDLETON COUNTY, ON U.S. HIGHWAY 33, 70
 HW1405'YARDS NORTH OF THE POST OFFICE, 70 YARDS NORTH OF A CROSSROADS,
 HW1405'50 YARDS WEST OF THE SOUTH END OF A BRIDGE OVER SENECA CREEK,
 HW1405'IN THE TOP OF A BOULDER JUST OVER THE BANK OF THE CREEK, 50
 HW1405'YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 5 YARDS
 HW1405'NORTH OF THE CENTERLINE OF AN OLD ROAD.  A U.S. GEOLOGICAL
 HW1405'SURVEY STANDARD DISK, STAMPED 1567.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0995 ***********************************************************************
 HX0995  DESIGNATION -  1573
 HX0995  PID         -  HX0995
 HX0995  STATE/COUNTY-  WV/WEBSTER
 HX0995  USGS QUAD   -  COWEN (1995)
 HX0995
 HX0995                         *CURRENT SURVEY CONTROL
 HX0995  ___________________________________________________________________
 HX0995* NAD 83(1986)-  38 29 30.     (N)    080 34 23.     (W)     SCALED    
 HX0995* NAVD 88     -       479.329  (meters)    1572.60   (feet)  ADJUSTED  
 HX0995  ___________________________________________________________________
 HX0995  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 HX0995  DYNAMIC HT  -         478.976 (meters)    1571.44  (feet)  COMP
 HX0995  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 HX0995
 HX0995  VERT ORDER  -  SECOND    CLASS 0
 HX0995
 HX0995.The horizontal coordinates were scaled from a topographic map and have
 HX0995.an estimated accuracy of +/- 6 seconds.
 HX0995
 HX0995.The orthometric height was determined by differential leveling
 HX0995.and adjusted by the National Geodetic Survey in June 1991..
 HX0995
 HX0995.The geoid height was determined by GEOID03.
 HX0995
 HX0995.The dynamic height is computed by dividing the NAVD 88
 HX0995.geopotential number by the normal gravity value computed on the
 HX0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0995.degrees latitude (g = 980.6199 gals.).
 HX0995
 HX0995.The modeled gravity was interpolated from observed gravity values.
 HX0995
 HX0995;                    North         East    Units  Estimated Accuracy
 HX0995;SPC WV S     -   165,650.      637,250.      MT  (+/- 180 meters Scaled)
 HX0995
 HX0995                          SUPERSEDED SURVEY CONTROL
 HX0995
 HX0995  NGVD 29 (??/??/92)  479.489  (m)         1573.12   (f) ADJ UNCH    2 0
 HX0995
 HX0995.Superseded values are not recommended for survey control.
 HX0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0995.See file dsdata.txt to determine how the superseded data were derived.
 HX0995
 HX0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC372604(NAD 83)
 HX0995_MARKER: DD = SURVEY DISK
 HX0995_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0995_SP_SET: BRIDGE
 HX0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0995
 HX0995  HISTORY     - Date     Condition        Report By
 HX0995  HISTORY     - UNK      MONUMENTED       USGS
 HX0995  HISTORY     - 1962     GOOD             NGS
 HX0995
 HX0995                          STATION DESCRIPTION
 HX0995
 HX0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0995'2.3 MI SE FROM ERBACON.
 HX0995'ABOUT 2.3 MILES SOUTH AND SOUTHEAST ALONG THE BALTIMORE AND
 HX0995'OHIO RAILROAD FROM THE POST OFFICE AT ERBACON, 60 FEET NORTHEAST
 HX0995'AND ACROSS TRACK FROM ABANDONED STORE BUILDING, 38 FEET SOUTHWEST
 HX0995'OF CENTER LINE OF BLACK TOP ROAD, 7 FEET NORTHEAST OF NORTHEAST
 HX0995'RAIL, ABOUT 5 FEET BELOW LEVEL OF TRACK, 6 FEET SOUTHWEST OF
 HX0995'NORTHEAST END OF SEAT, AND SET ON TOP OF SOUTHEAST SEAT OF
 HX0995'BRIDGE 1088 OVER LAUREL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1337 ***********************************************************************
 GX1337  DESIGNATION -  1577
 GX1337  PID         -  GX1337
 GX1337  STATE/COUNTY-  WV/MCDOWELL
 GX1337  USGS QUAD   -  ANAWALT (1977)
 GX1337
 GX1337                         *CURRENT SURVEY CONTROL
 GX1337  ___________________________________________________________________
 GX1337* NAD 83(1986)-  37 21 02.     (N)    081 27 44.     (W)     SCALED    
 GX1337* NAVD 88     -       480.677  (meters)    1577.02   (feet)  ADJUSTED  
 GX1337  ___________________________________________________________________
 GX1337  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX1337  DYNAMIC HT  -         480.262 (meters)    1575.66  (feet)  COMP
 GX1337  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 GX1337
 GX1337  VERT ORDER  -  SECOND    CLASS 0
 GX1337
 GX1337.The horizontal coordinates were scaled from a topographic map and have
 GX1337.an estimated accuracy of +/- 6 seconds.
 GX1337
 GX1337.The orthometric height was determined by differential leveling
 GX1337.and adjusted by the National Geodetic Survey in June 1991..
 GX1337
 GX1337.The geoid height was determined by GEOID03.
 GX1337
 GX1337.The dynamic height is computed by dividing the NAVD 88
 GX1337.geopotential number by the normal gravity value computed on the
 GX1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1337.degrees latitude (g = 980.6199 gals.).
 GX1337
 GX1337.The modeled gravity was interpolated from observed gravity values.
 GX1337
 GX1337;                    North         East    Units  Estimated Accuracy
 GX1337;SPC WV S     -    39,010.      559,050.      MT  (+/- 180 meters Scaled)
 GX1337
 GX1337                          SUPERSEDED SURVEY CONTROL
 GX1337
 GX1337  NGVD 29 (??/??/92)  480.813  (m)         1577.47   (f) ADJ UNCH    2 0
 GX1337
 GX1337.Superseded values are not recommended for survey control.
 GX1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1337.See file dsdata.txt to determine how the superseded data were derived.
 GX1337
 GX1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB590338(NAD 83)
 GX1337_MARKER: DD = SURVEY DISK
 GX1337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1337_SP_SET: BRIDGE
 GX1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1337
 GX1337  HISTORY     - Date     Condition        Report By
 GX1337  HISTORY     - UNK      MONUMENTED       USGS
 GX1337  HISTORY     - 1958     GOOD             NGS
 GX1337
 GX1337                          STATION DESCRIPTION
 GX1337
 GX1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1337'7.8 MI SE FROM GARY.
 GX1337'ABOUT 7.75 MILES SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE
 GX1337'JUNCTION OF A BLACK TOP ROAD LEADING SOUTH TO ELBERT AT GARY,
 GX1337'0.2 MILE WEST OF THE PAGETON SCHOOL, AT PAGETON, IN TOP OF THE
 GX1337'SOUTH END OF THE EAST ABUTMENT FOR NORFOLK AND WESTERN RAILWAY
 GX1337'BRIDGE 2214 OVER TUG FORK, 6 FEET SOUTHEAST OF THE SOUTHEAST
 GX1337'RAIL OF THE SOUTHEAST TRACK, 2 1/2 FEET NORTH OF THE SOUTH END
 GX1337'OF THE TOP STEP OF ABUTMENT, AND ABOUT 2 1/2 FEET BELOW THE
 GX1337'LEVEL OF THE TRACK.  NOTE-- THE MARK IS NOT LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0612 ***********************************************************************
 HY0612  DESIGNATION -  158 JJS
 HY0612  PID         -  HY0612
 HY0612  STATE/COUNTY-  WV/LINCOLN
 HY0612  USGS QUAD   -  WEST HAMLIN (1989)
 HY0612
 HY0612                         *CURRENT SURVEY CONTROL
 HY0612  ___________________________________________________________________
 HY0612* NAD 83(1986)-  38 16 49.     (N)    082 09 10.     (W)     SCALED    
 HY0612* NAVD 88     -       289.996  (meters)     951.43   (feet)  ADJUSTED  
 HY0612  ___________________________________________________________________
 HY0612  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HY0612  DYNAMIC HT  -         289.794 (meters)     950.77  (feet)  COMP
 HY0612  MODELED GRAV-     979,924.6   (mgal)                       NAVD 88
 HY0612
 HY0612  VERT ORDER  -  SECOND    CLASS 0
 HY0612
 HY0612.The horizontal coordinates were scaled from a topographic map and have
 HY0612.an estimated accuracy of +/- 6 seconds.
 HY0612
 HY0612.The orthometric height was determined by differential leveling
 HY0612.and adjusted by the National Geodetic Survey in June 1991..
 HY0612
 HY0612.The geoid height was determined by GEOID03.
 HY0612
 HY0612.The dynamic height is computed by dividing the NAVD 88
 HY0612.geopotential number by the normal gravity value computed on the
 HY0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0612.degrees latitude (g = 980.6199 gals.).
 HY0612
 HY0612.The modeled gravity was interpolated from observed gravity values.
 HY0612
 HY0612;                    North         East    Units  Estimated Accuracy
 HY0612;SPC WV S     -   142,720.      499,150.      MT  (+/- 180 meters Scaled)
 HY0612
 HY0612                          SUPERSEDED SURVEY CONTROL
 HY0612
 HY0612  NGVD 29 (??/??/92)  290.199  (m)          952.09   (f) ADJ UNCH    2 0
 HY0612
 HY0612.Superseded values are not recommended for survey control.
 HY0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0612.See file dsdata.txt to determine how the superseded data were derived.
 HY0612
 HY0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC991375(NAD 83)
 HY0612_MARKER: DD = SURVEY DISK
 HY0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0612_STAMPING: 158 JJS 952 1956
 HY0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0612+STABILITY: SURFACE MOTION
 HY0612
 HY0612  HISTORY     - Date     Condition        Report By
 HY0612  HISTORY     - 1956     MONUMENTED       USGS
 HY0612  HISTORY     - 1957     GOOD             NGS
 HY0612
 HY0612                          STATION DESCRIPTION
 HY0612
 HY0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0612'2.4 MI E FROM WEST HAMLIN.
 HY0612'ABOUT 2.4 MILES EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 HY0612'STATE HIGHWAY 10 AT WEST HAMLIN, AT THE TOP OF A GRADE AND GAP,
 HY0612'22 FEET EAST-NORTHEAST OF CENTER LINE OF HIGHWAY, 54 FEET NORTH
 HY0612'OF TOP OF GRADE, 3 1/2 FEET SOUTH OF POWER POLE NO. 2217-5, ABOUT
 HY0612'1/2 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HY0612'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2003 ***********************************************************************
 GX2003  DESIGNATION -  1584
 GX2003  PID         -  GX2003
 GX2003  STATE/COUNTY-  WV/MCDOWELL
 GX2003  USGS QUAD   -  AMONATE (1977)
 GX2003
 GX2003                         *CURRENT SURVEY CONTROL
 GX2003  ___________________________________________________________________
 GX2003* NAD 83(1986)-  37 14 14.     (N)    081 38 19.     (W)     SCALED    
 GX2003* NAVD 88     -       482.496  (meters)    1582.99   (feet)  ADJUSTED  
 GX2003  ___________________________________________________________________
 GX2003  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GX2003  DYNAMIC HT  -         482.083 (meters)    1581.63  (feet)  COMP
 GX2003  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 GX2003
 GX2003  VERT ORDER  -  SECOND    CLASS 0
 GX2003
 GX2003.The horizontal coordinates were scaled from a topographic map and have
 GX2003.an estimated accuracy of +/- 6 seconds.
 GX2003
 GX2003.The orthometric height was determined by differential leveling
 GX2003.and adjusted by the National Geodetic Survey in June 1991..
 GX2003
 GX2003.The geoid height was determined by GEOID03.
 GX2003
 GX2003.The dynamic height is computed by dividing the NAVD 88
 GX2003.geopotential number by the normal gravity value computed on the
 GX2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2003.degrees latitude (g = 980.6199 gals.).
 GX2003
 GX2003.The modeled gravity was interpolated from observed gravity values.
 GX2003
 GX2003;                    North         East    Units  Estimated Accuracy
 GX2003;SPC WV S     -    26,530.      543,330.      MT  (+/- 180 meters Scaled)
 GX2003
 GX2003                          SUPERSEDED SURVEY CONTROL
 GX2003
 GX2003  NGVD 29 (??/??/92)  482.640  (m)         1583.46   (f) ADJ UNCH    2 0
 GX2003
 GX2003.Superseded values are not recommended for survey control.
 GX2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2003.See file dsdata.txt to determine how the superseded data were derived.
 GX2003
 GX2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB433213(NAD 83)
 GX2003_MARKER: DD = SURVEY DISK
 GX2003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2003_SP_SET: ABUTMENT
 GX2003_STAMPING: 1584
 GX2003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2003
 GX2003  HISTORY     - Date     Condition        Report By
 GX2003  HISTORY     - UNK      MONUMENTED       USGS
 GX2003  HISTORY     - 1958     GOOD             NGS
 GX2003
 GX2003                          STATION DESCRIPTION
 GX2003
 GX2003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2003'1 MI S FROM CANEBRAKE.
 GX2003'1.05 MILES SOUTH ALONG A BLACK TOP ROAD LEADING TO VALLSCREEK FROM
 GX2003'THE POST OFFICE AT CANEBRAKE, ABOUT 0.65 MILE NORTH ALONG BLACK
 GX2003'TOP ROAD FROM THE NORFOLK AND WESTERN RAILWAY OVERPASS AT
 GX2003'VALLSCREEK, AT OVERPASS OF N. AND W. RY. OVER ROAD, IN THE
 GX2003'TOP OF EAST END OF NORTH CONCRETE ABUTMENT OF OVERPASS, 5 FEET
 GX2003'EAST OF EAST RAIL AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0598 ***********************************************************************
 HY0598  DESIGNATION -  159 JJS
 HY0598  PID         -  HY0598
 HY0598  STATE/COUNTY-  WV/LINCOLN
 HY0598  USGS QUAD   -  HAMLIN (1989)
 HY0598
 HY0598                         *CURRENT SURVEY CONTROL
 HY0598  ___________________________________________________________________
 HY0598* NAD 83(1986)-  38 16 43.     (N)    082 07 27.     (W)     SCALED    
 HY0598* NAVD 88     -       195.715  (meters)     642.11   (feet)  ADJUSTED  
 HY0598  ___________________________________________________________________
 HY0598  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HY0598  DYNAMIC HT  -         195.578 (meters)     641.66  (feet)  COMP
 HY0598  MODELED GRAV-     979,923.8   (mgal)                       NAVD 88
 HY0598
 HY0598  VERT ORDER  -  SECOND    CLASS 0
 HY0598
 HY0598.The horizontal coordinates were scaled from a topographic map and have
 HY0598.an estimated accuracy of +/- 6 seconds.
 HY0598
 HY0598.The orthometric height was determined by differential leveling
 HY0598.and adjusted by the National Geodetic Survey in June 1991..
 HY0598
 HY0598.The geoid height was determined by GEOID03.
 HY0598
 HY0598.The dynamic height is computed by dividing the NAVD 88
 HY0598.geopotential number by the normal gravity value computed on the
 HY0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0598.degrees latitude (g = 980.6199 gals.).
 HY0598
 HY0598.The modeled gravity was interpolated from observed gravity values.
 HY0598
 HY0598;                    North         East    Units  Estimated Accuracy
 HY0598;SPC WV S     -   142,510.      501,650.      MT  (+/- 180 meters Scaled)
 HY0598
 HY0598                          SUPERSEDED SURVEY CONTROL
 HY0598
 HY0598  NGVD 29 (??/??/92)  195.919  (m)          642.78   (f) ADJ UNCH    2 0
 HY0598
 HY0598.Superseded values are not recommended for survey control.
 HY0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0598.See file dsdata.txt to determine how the superseded data were derived.
 HY0598
 HY0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC016373(NAD 83)
 HY0598_MARKER: DD = SURVEY DISK
 HY0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0598_STAMPING: 643 159 JJS 1956
 HY0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0598+STABILITY: SURFACE MOTION
 HY0598
 HY0598  HISTORY     - Date     Condition        Report By
 HY0598  HISTORY     - 1956     MONUMENTED       USGS
 HY0598  HISTORY     - 1957     GOOD             NGS
 HY0598
 HY0598                          STATION DESCRIPTION
 HY0598
 HY0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0598'6.2 MI NW FROM SWEETLAND.
 HY0598'ABOUT 6.15 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 HY0598'AT SWEETLAND, 5.7 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE
 HY0598'AT MYRA, AT JUNCTION OF A BLACKTOP ROAD LEADING SOUTH ALONG MUD
 HY0598'RIVER, 37 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST WING
 HY0598'OF RED BRICK CAROL MEMORIAL (ME) CHURCH, 16 FEET NORTH OF THE
 HY0598'CENTER LINE OF HIGHWAY 3, 84 FEET WEST OF THE CENTER LINE OF
 HY0598'BLACKTOP ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HY0598'INCHES AND ABOUT LEVEL WITH THE HIGHWAY 3.  NOTE-- MARK IS 1.4
 HY0598'MILES WEST ALONG STATE HIGHWAY 3 FROM HIGH SCHOOL AT HAMLIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2127 ***********************************************************************
 HX2127  DESIGNATION -  16
 HX2127  PID         -  HX2127
 HX2127  STATE/COUNTY-  WV/KANAWHA
 HX2127  USGS QUAD   -  SAINT ALBANS (1976)
 HX2127
 HX2127                         *CURRENT SURVEY CONTROL
 HX2127  ___________________________________________________________________
 HX2127* NAD 83(1986)-  38 23 10.     (N)    081 49 51.     (W)     SCALED    
 HX2127* NAVD 88     -       181.687  (meters)     596.08   (feet)  ADJUSTED  
 HX2127  ___________________________________________________________________
 HX2127  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HX2127  DYNAMIC HT  -         181.561 (meters)     595.67  (feet)  COMP
 HX2127  MODELED GRAV-     979,933.9   (mgal)                       NAVD 88
 HX2127
 HX2127  VERT ORDER  -  SECOND    CLASS 0
 HX2127
 HX2127.The horizontal coordinates were scaled from a topographic map and have
 HX2127.an estimated accuracy of +/- 6 seconds.
 HX2127
 HX2127.The orthometric height was determined by differential leveling
 HX2127.and adjusted by the National Geodetic Survey in June 1991..
 HX2127
 HX2127.The geoid height was determined by GEOID03.
 HX2127
 HX2127.The dynamic height is computed by dividing the NAVD 88
 HX2127.geopotential number by the normal gravity value computed on the
 HX2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2127.degrees latitude (g = 980.6199 gals.).
 HX2127
 HX2127.The modeled gravity was interpolated from observed gravity values.
 HX2127
 HX2127;                    North         East    Units  Estimated Accuracy
 HX2127;SPC WV S     -   154,170.      527,420.      MT  (+/- 180 meters Scaled)
 HX2127
 HX2127                          SUPERSEDED SURVEY CONTROL
 HX2127
 HX2127  NGVD 29 (??/??/92)  181.885  (m)          596.73   (f) ADJ UNCH    2 0
 HX2127
 HX2127.Superseded values are not recommended for survey control.
 HX2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2127.See file dsdata.txt to determine how the superseded data were derived.
 HX2127
 HX2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC274489(NAD 83)
 HX2127_MARKER: DD = SURVEY DISK
 HX2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2127_STAMPING: 16
 HX2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2127+STABILITY: SURFACE MOTION
 HX2127
 HX2127  HISTORY     - Date     Condition        Report By
 HX2127  HISTORY     - UNK      MONUMENTED       WVGS
 HX2127  HISTORY     - 1935     GOOD             NGS
 HX2127  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX2127
 HX2127                          STATION DESCRIPTION
 HX2127
 HX2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2127'AT ST ALBANS.
 HX2127'AT ST. ALBANS, KANAWHA COUNTY, AT THE INTERSECTION OF FIFTH AVENUE
 HX2127'AND SIXTH STREET, 45 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION,
 HX2127'27 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE GEORGE WEIMER AND
 HX2127'SON LUMBER CO. BUILDING, AND 21.3 FEET NORTH OF THE NORTH CURB
 HX2127'OF FIFTH AVENUE.  A STATE SURVEY STANDARD DISK, STAMPED 16 AND SET
 HX2127'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 HX2127
 HX2127                          STATION RECOVERY (1976)
 HX2127
 HX2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0748 ***********************************************************************
 JW0748  DESIGNATION -  1604
 JW0748  PID         -  JW0748
 JW0748  STATE/COUNTY-  WV/MINERAL
 JW0748  USGS QUAD   -  KITZMILLER (1981)
 JW0748
 JW0748                         *CURRENT SURVEY CONTROL
 JW0748  ___________________________________________________________________
 JW0748* NAD 83(1986)-  39 23 19.     (N)    079 10 37.     (W)     SCALED    
 JW0748* NAVD 88     -       488.946  (meters)    1604.15   (feet)  ADJUSTED  
 JW0748  ___________________________________________________________________
 JW0748  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JW0748  DYNAMIC HT  -         488.621 (meters)    1603.08  (feet)  COMP
 JW0748  MODELED GRAV-     979,947.8   (mgal)                       NAVD 88
 JW0748
 JW0748  VERT ORDER  -  SECOND    CLASS 0
 JW0748
 JW0748.The horizontal coordinates were scaled from a topographic map and have
 JW0748.an estimated accuracy of +/- 6 seconds.
 JW0748
 JW0748.The orthometric height was determined by differential leveling
 JW0748.and adjusted by the National Geodetic Survey in June 1991..
 JW0748
 JW0748.The geoid height was determined by GEOID03.
 JW0748
 JW0748.The dynamic height is computed by dividing the NAVD 88
 JW0748.geopotential number by the normal gravity value computed on the
 JW0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0748.degrees latitude (g = 980.6199 gals.).
 JW0748
 JW0748.The modeled gravity was interpolated from observed gravity values.
 JW0748
 JW0748;                    North         East    Units  Estimated Accuracy
 JW0748;SPC WV N     -    98,700.      627,830.      MT  (+/- 180 meters Scaled)
 JW0748
 JW0748                          SUPERSEDED SURVEY CONTROL
 JW0748
 JW0748  NGVD 29 (??/??/92)  489.108  (m)         1604.68   (f) ADJ UNCH    2 0
 JW0748
 JW0748.Superseded values are not recommended for survey control.
 JW0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0748.See file dsdata.txt to determine how the superseded data were derived.
 JW0748
 JW0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD570614(NAD 83)
 JW0748_MARKER: DD = SURVEY DISK
 JW0748_SETTING: 80 = SET IN A BOULDER
 JW0748_SP_SET: BOULDER
 JW0748_STAMPING: 1604 1919
 JW0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0748+STABILITY: SURFACE MOTION
 JW0748
 JW0748  HISTORY     - Date     Condition        Report By
 JW0748  HISTORY     - 1919     MONUMENTED       USGS
 JW0748  HISTORY     - 1935     GOOD             NGS
 JW0748  HISTORY     - 1939     GOOD             NGS
 JW0748
 JW0748                          STATION DESCRIPTION
 JW0748
 JW0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0748'AT BLAINE.
 JW0748'AT BLAINE, MINERAL COUNTY, ON THE WESTERN MARYLAND RAILWAY, 800
 JW0748'FEET NORTHEAST OF THE STATION, 25 FEET EAST OF THE CENTERLINE OF
 JW0748'THE TRACK, AND IN THE TOP OF A ROCK BOULDER.  A U.S. GEOLOGICAL
 JW0748'SURVEY STANDARD DISK, STAMPED 1604 1919.
 JW0748
 JW0748                          STATION RECOVERY (1939)
 JW0748
 JW0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 JW0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0406 ***********************************************************************
 GX0406  DESIGNATION -  1612 USGS
 GX0406  PID         -  GX0406
 GX0406  STATE/COUNTY-  WV/MONROE
 GX0406  USGS QUAD   -  PETERSTOWN (1984)
 GX0406
 GX0406                         *CURRENT SURVEY CONTROL
 GX0406  ___________________________________________________________________
 GX0406* NAD 83(1986)-  37 23 51.     (N)    080 48 02.     (W)     SCALED    
 GX0406* NAVD 88     -       491.258  (meters)    1611.74   (feet)  ADJUSTED  
 GX0406  ___________________________________________________________________
 GX0406  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0406  DYNAMIC HT  -         490.843 (meters)    1610.37  (feet)  COMP
 GX0406  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GX0406
 GX0406  VERT ORDER  -  FIRST     CLASS II
 GX0406
 GX0406.The horizontal coordinates were scaled from a topographic map and have
 GX0406.an estimated accuracy of +/- 6 seconds.
 GX0406
 GX0406.The orthometric height was determined by differential leveling
 GX0406.and adjusted by the National Geodetic Survey in June 1991..
 GX0406
 GX0406.The geoid height was determined by GEOID03.
 GX0406
 GX0406.The dynamic height is computed by dividing the NAVD 88
 GX0406.geopotential number by the normal gravity value computed on the
 GX0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0406.degrees latitude (g = 980.6199 gals.).
 GX0406
 GX0406.The modeled gravity was interpolated from observed gravity values.
 GX0406
 GX0406;                    North         East    Units  Estimated Accuracy
 GX0406;SPC WV S     -    44,140.      617,660.      MT  (+/- 180 meters Scaled)
 GX0406
 GX0406                          SUPERSEDED SURVEY CONTROL
 GX0406
 GX0406  NGVD 29 (??/??/92)  491.398  (m)         1612.19   (f) ADJ UNCH    1 2
 GX0406
 GX0406.Superseded values are not recommended for survey control.
 GX0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0406.See file dsdata.txt to determine how the superseded data were derived.
 GX0406
 GX0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB176389(NAD 83)
 GX0406_MARKER: DD = SURVEY DISK
 GX0406_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GX0406_STAMPING: 1612
 GX0406_MARK LOGO: USGS  
 GX0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0406+STABILITY: SURFACE MOTION
 GX0406
 GX0406  HISTORY     - Date     Condition        Report By
 GX0406  HISTORY     - UNK      MONUMENTED       USGS
 GX0406  HISTORY     - 1958     GOOD             NGS
 GX0406  HISTORY     - 1984     GOOD             NGS
 GX0406
 GX0406                          STATION DESCRIPTION
 GX0406
 GX0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0406'AT PETERSTOWN.
 GX0406'AT PETERSTOWN, 0.1 MILE WEST ALONG U.S. HIGHWAY 219 FROM THE
 GX0406'JUNCTION OF STATE HIGHWAY 12, 40 FEET NORTH OF THE SOUTHWEST
 GX0406'CORNER OF THE PETERSTOWN FIRST NATIONAL BANK, IN TOP OF THE
 GX0406'CONCRETE FOUNDATION OF WEST WALL, 65 FEET NORTH OF CENTER LINE
 GX0406'OF HIGHWAY, 23 FEET EAST OF CENTER LINE OF A PAVED STREET NORTH,
 GX0406'4 1/2 FEET SOUTH OF CENTER OF DOOR TO UPSTAIRS OFFICE AND
 GX0406'BUSINESS FIRMS, 21 FEET SOUTH OF ENTRANCE TO POST OFFICE, AND
 GX0406'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE SIDEWALK.
 GX0406
 GX0406                          STATION RECOVERY (1984)
 GX0406
 GX0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1426 ***********************************************************************
 HW1426  DESIGNATION -  1618.7
 HW1426  PID         -  HW1426
 HW1426  STATE/COUNTY-  WV/PENDLETON
 HW1426  USGS QUAD   -  FRANKLIN (1995)
 HW1426
 HW1426                         *CURRENT SURVEY CONTROL
 HW1426  ___________________________________________________________________
 HW1426* NAD 83(1986)-  38 40 23.     (N)    079 19 52.     (W)     SCALED    
 HW1426* NAVD 88     -       493.523  (meters)    1619.17   (feet)  ADJUSTED  
 HW1426  ___________________________________________________________________
 HW1426  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HW1426  DYNAMIC HT  -         493.165 (meters)    1617.99  (feet)  COMP
 HW1426  MODELED GRAV-     979,887.7   (mgal)                       NAVD 88
 HW1426
 HW1426  VERT ORDER  -  SECOND    CLASS 0
 HW1426
 HW1426.The horizontal coordinates were scaled from a topographic map and have
 HW1426.an estimated accuracy of +/- 6 seconds.
 HW1426
 HW1426.The orthometric height was determined by differential leveling
 HW1426.and adjusted by the National Geodetic Survey in June 1991..
 HW1426
 HW1426.The geoid height was determined by GEOID03.
 HW1426
 HW1426.The dynamic height is computed by dividing the NAVD 88
 HW1426.geopotential number by the normal gravity value computed on the
 HW1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1426.degrees latitude (g = 980.6199 gals.).
 HW1426
 HW1426.The modeled gravity was interpolated from observed gravity values.
 HW1426
 HW1426;                    North         East    Units  Estimated Accuracy
 HW1426;SPC WV S     -   187,000.      745,220.      MT  (+/- 180 meters Scaled)
 HW1426
 HW1426                          SUPERSEDED SURVEY CONTROL
 HW1426
 HW1426  NGVD 29 (??/??/92)  493.641  (m)         1619.55   (f) ADJ UNCH    2 0
 HW1426
 HW1426.Superseded values are not recommended for survey control.
 HW1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1426.See file dsdata.txt to determine how the superseded data were derived.
 HW1426
 HW1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC451818(NAD 83)
 HW1426_MARKER: Q = CHISELED SQUARE
 HW1426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1426_SP_SET: CULVERT
 HW1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1426
 HW1426  HISTORY     - Date     Condition        Report By
 HW1426  HISTORY     - UNK      MONUMENTED       USGS
 HW1426  HISTORY     - 1934     GOOD             NGS
 HW1426  HISTORY     - 1954     MARK NOT FOUND   USE
 HW1426
 HW1426                          STATION DESCRIPTION
 HW1426
 HW1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1426'2.4 MI N FROM FRANKLIN.
 HW1426'2.4 MILES NORTH ALONG U.S. HIGHWAY 220 FROM FRANKLIN, PENDLETON
 HW1426'COUNTY, 60 FEET SOUTH OF THE HOME OF M.B. DAUGHERTY, AT A
 HW1426'CULVERT, ON THE TOP OF THE SOUTHWEST WINGWALL, 4 YARDS SOUTHWEST
 HW1426'OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT LOWER THAN THE
 HW1426'HIGHWAY.  A CHISELED SQUARE.
 HW1426
 HW1426                          STATION RECOVERY (1954)
 HW1426
 HW1426'RECOVERY NOTE BY US ENGINEERS 1954
 HW1426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0676 ***********************************************************************
 GX0676  DESIGNATION -  1622
 GX0676  PID         -  GX0676
 GX0676  STATE/COUNTY-  WV/GREENBRIER
 GX0676  USGS QUAD   -  FORT SPRING (1971)
 GX0676
 GX0676                         *CURRENT SURVEY CONTROL
 GX0676  ___________________________________________________________________
 GX0676* NAD 83(1986)-  37 44 42.     (N)    080 32 22.     (W)     SCALED    
 GX0676* NAVD 88     -       495.14   (+/-2cm)    1624.5    (feet)  VERTCON   
 GX0676  ___________________________________________________________________
 GX0676  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX0676
 GX0676  VERT ORDER  -  ? (See Below)
 GX0676
 GX0676.The horizontal coordinates were scaled from a topographic map and have
 GX0676.an estimated accuracy of +/- 6 seconds.
 GX0676
 GX0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX0676.The vertical order pertains to the NGVD 29 superseded value.
 GX0676
 GX0676.The geoid height was determined by GEOID03.
 GX0676
 GX0676;                    North         East    Units  Estimated Accuracy
 GX0676;SPC WV S     -    82,790.      640,590.      MT  (+/- 180 meters Scaled)
 GX0676
 GX0676                          SUPERSEDED SURVEY CONTROL
 GX0676
 GX0676  NGVD 29 (??/??/92)  495.305  (m)         1625.01   (f) ADJ UNCH    ?  
 GX0676
 GX0676.Superseded values are not recommended for survey control.
 GX0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0676.See file dsdata.txt to determine how the superseded data were derived.
 GX0676
 GX0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB405776(NAD 83)
 GX0676_MARKER: DD = SURVEY DISK
 GX0676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0676_SP_SET: RETAINING WALL
 GX0676_STAMPING: 1622
 GX0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0676
 GX0676  HISTORY     - Date     Condition        Report By
 GX0676  HISTORY     - UNK      MONUMENTED       USGS
 GX0676  HISTORY     - 1907     GOOD             NGS
 GX0676
 GX0676                          STATION DESCRIPTION
 GX0676
 GX0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1907
 GX0676'AT FORT SPRING.
 GX0676'AT FORT SPRING, GREENBRIER COUNTY, OPPOSITE THE CHESAPEAKE
 GX0676'AND OHIO RAILWAY STATION, AT THE EDGE OF A HIGHWAY, AND IN THE
 GX0676'RAILROAD RETAINING WALL.  A UNITED STATES GEOLOGICAL SURVEY
 GX0676'STANDARD DISK, STAMPED 1622.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0677 ***********************************************************************
 GX0677  DESIGNATION -  1622 USGS RESET
 GX0677  PID         -  GX0677
 GX0677  STATE/COUNTY-  WV/GREENBRIER
 GX0677  USGS QUAD   -  FORT SPRING (1971)
 GX0677
 GX0677                         *CURRENT SURVEY CONTROL
 GX0677  ___________________________________________________________________
 GX0677* NAD 83(1986)-  37 44 42.     (N)    080 32 22.     (W)     SCALED    
 GX0677* NAVD 88     -       495.141  (meters)    1624.48   (feet)  ADJUSTED  
 GX0677  ___________________________________________________________________
 GX0677  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX0677  DYNAMIC HT  -         494.736 (meters)    1623.15  (feet)  COMP
 GX0677  MODELED GRAV-     979,796.8   (mgal)                       NAVD 88
 GX0677
 GX0677  VERT ORDER  -  FIRST     CLASS II
 GX0677
 GX0677.The horizontal coordinates were scaled from a topographic map and have
 GX0677.an estimated accuracy of +/- 6 seconds.
 GX0677
 GX0677.The orthometric height was determined by differential leveling
 GX0677.and adjusted by the National Geodetic Survey in June 1991..
 GX0677
 GX0677.The geoid height was determined by GEOID03.
 GX0677
 GX0677.The dynamic height is computed by dividing the NAVD 88
 GX0677.geopotential number by the normal gravity value computed on the
 GX0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0677.degrees latitude (g = 980.6199 gals.).
 GX0677
 GX0677.The modeled gravity was interpolated from observed gravity values.
 GX0677
 GX0677;                    North         East    Units  Estimated Accuracy
 GX0677;SPC WV S     -    82,790.      640,590.      MT  (+/- 180 meters Scaled)
 GX0677
 GX0677                          SUPERSEDED SURVEY CONTROL
 GX0677
 GX0677  NGVD 29 (??/??/92)  495.304  (m)         1625.01   (f) ADJ UNCH    1 2
 GX0677
 GX0677.Superseded values are not recommended for survey control.
 GX0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0677.See file dsdata.txt to determine how the superseded data were derived.
 GX0677
 GX0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB405776(NAD 83)
 GX0677_MARKER: DD = SURVEY DISK
 GX0677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0677_SP_SET: RETAINING WALL
 GX0677_STAMPING: RESET 1940
 GX0677_MARK LOGO: USGS  
 GX0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0677
 GX0677  HISTORY     - Date     Condition        Report By
 GX0677  HISTORY     - 1940     MONUMENTED       USGS
 GX0677  HISTORY     - 1958     GOOD             NGS
 GX0677  HISTORY     - 1983     GOOD             NGS
 GX0677
 GX0677                          STATION DESCRIPTION
 GX0677
 GX0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0677'AT FORT SPRING.
 GX0677'AT FORT SPRING, 0.3 MILE NORTHEAST ALONG ROADS FROM THE
 GX0677'CHESAPEAKE AND OHIO RAILWAY STATION, AT THE CROSSING OF FORMER
 GX0677'RAILROAD GRADE AND BLACK TOP ROAD LEADING SOUTH AND UPHILL
 GX0677'TO ROCKY POINT, AT THE FORMER C. AND O. RY. STATION SITE,
 GX0677'111 FEET NORTHEAST OF CENTER LINE OF ROAD, 23 FEET SOUTHEAST
 GX0677'OF EAST CORNER OF TWO-STORY WOODEN STORE BUILDING, 3 FEET
 GX0677'SOUTHWEST OF BEING IN LINE WITH THE NORTHEAST SIDE OF BUILDING,
 GX0677'IN TOP OF CONCRETE RETAINING WALL, 87 FEET NORTHEAST OF THE
 GX0677'SOUTHWEST END OF NORTHEAST PART OF RETAINING WALL.
 GX0677
 GX0677                          STATION RECOVERY (1983)
 GX0677
 GX0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0677'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1983 DUE TO THE LINE
 GX0677'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1283 ***********************************************************************
 GX1283  DESIGNATION -  1645
 GX1283  PID         -  GX1283
 GX1283  STATE/COUNTY-  WV/MCDOWELL
 GX1283  USGS QUAD   -  KEYSTONE (1976)
 GX1283
 GX1283                         *CURRENT SURVEY CONTROL
 GX1283  ___________________________________________________________________
 GX1283* NAD 83(1986)-  37 24 59.     (N)    081 27 03.     (W)     SCALED    
 GX1283* NAVD 88     -       501.410  (meters)    1645.04   (feet)  ADJUSTED  
 GX1283  ___________________________________________________________________
 GX1283  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1283  DYNAMIC HT  -         500.985 (meters)    1643.65  (feet)  COMP
 GX1283  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 GX1283
 GX1283  VERT ORDER  -  SECOND    CLASS 0
 GX1283
 GX1283.The horizontal coordinates were scaled from a topographic map and have
 GX1283.an estimated accuracy of +/- 6 seconds.
 GX1283
 GX1283.The orthometric height was determined by differential leveling
 GX1283.and adjusted by the National Geodetic Survey in June 1991..
 GX1283
 GX1283.The geoid height was determined by GEOID03.
 GX1283
 GX1283.The dynamic height is computed by dividing the NAVD 88
 GX1283.geopotential number by the normal gravity value computed on the
 GX1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1283.degrees latitude (g = 980.6199 gals.).
 GX1283
 GX1283.The modeled gravity was interpolated from observed gravity values.
 GX1283
 GX1283;                    North         East    Units  Estimated Accuracy
 GX1283;SPC WV S     -    46,310.      560,090.      MT  (+/- 180 meters Scaled)
 GX1283
 GX1283                          SUPERSEDED SURVEY CONTROL
 GX1283
 GX1283  NGVD 29 (??/??/92)  501.556  (m)         1645.52   (f) ADJ UNCH    2 0
 GX1283
 GX1283.Superseded values are not recommended for survey control.
 GX1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1283.See file dsdata.txt to determine how the superseded data were derived.
 GX1283
 GX1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB601411(NAD 83)
 GX1283_MARKER: DD = SURVEY DISK
 GX1283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1283_SP_SET: STEP
 GX1283_STAMPING: 1645
 GX1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1283
 GX1283  HISTORY     - Date     Condition        Report By
 GX1283  HISTORY     - UNK      MONUMENTED       USGS
 GX1283  HISTORY     - 1935     GOOD             NGS
 GX1283
 GX1283                          STATION DESCRIPTION
 GX1283
 GX1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1283'AT KEYSTONE.
 GX1283'AT KEYSTONE, MCDOWELL COUNTY, ON THE NORFOLK AND WESTERN
 GX1283'RAILWAY, 20 FEET WEST OF THE WEST FACE OF THE STATION, 17.8
 GX1283'FEET NORTH OF THE NORTH RAIL OF A NORTH SPUR TRACK, AT THE
 GX1283'SOUTHEAST CORNER OF THE OLD ALHAMBRA HOTEL, AT THE FRONT ENTRANCE,
 GX1283'IN THE TOP OF THE EAST END OF THE SECOND STEP FROM THE BOTTOM, AND
 GX1283'LEVEL WITH THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GX1283'DISK, STAMPED 1645.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0601 ***********************************************************************
 HY0601  DESIGNATION -  165 JJS USGS
 HY0601  PID         -  HY0601
 HY0601  STATE/COUNTY-  WV/LINCOLN
 HY0601  USGS QUAD   -  HAMLIN (1989)
 HY0601
 HY0601                         *CURRENT SURVEY CONTROL
 HY0601  ___________________________________________________________________
 HY0601* NAD 83(1986)-  38 15 09.     (N)    082 07 28.     (W)     SCALED    
 HY0601* NAVD 88     -       197.674  (meters)     648.54   (feet)  ADJUSTED  
 HY0601  ___________________________________________________________________
 HY0601  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HY0601  DYNAMIC HT  -         197.534 (meters)     648.08  (feet)  COMP
 HY0601  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 HY0601
 HY0601  VERT ORDER  -  SECOND    CLASS 0
 HY0601
 HY0601.The horizontal coordinates were scaled from a topographic map and have
 HY0601.an estimated accuracy of +/- 6 seconds.
 HY0601
 HY0601.The orthometric height was determined by differential leveling
 HY0601.and adjusted by the National Geodetic Survey in June 1991..
 HY0601
 HY0601.The geoid height was determined by GEOID03.
 HY0601
 HY0601.The dynamic height is computed by dividing the NAVD 88
 HY0601.geopotential number by the normal gravity value computed on the
 HY0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0601.degrees latitude (g = 980.6199 gals.).
 HY0601
 HY0601.The modeled gravity was interpolated from observed gravity values.
 HY0601
 HY0601;                    North         East    Units  Estimated Accuracy
 HY0601;SPC WV S     -   139,610.      501,590.      MT  (+/- 180 meters Scaled)
 HY0601
 HY0601                          SUPERSEDED SURVEY CONTROL
 HY0601
 HY0601  NGVD 29 (??/??/92)  197.878  (m)          649.20   (f) ADJ UNCH    2 0
 HY0601
 HY0601.Superseded values are not recommended for survey control.
 HY0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0601.See file dsdata.txt to determine how the superseded data were derived.
 HY0601
 HY0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC016344(NAD 83)
 HY0601_MARKER: DD = SURVEY DISK
 HY0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0601_STAMPING: 649 165 JJS 1956
 HY0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0601+STABILITY: SURFACE MOTION
 HY0601
 HY0601  HISTORY     - Date     Condition        Report By
 HY0601  HISTORY     - 1956     MONUMENTED       USGS
 HY0601  HISTORY     - 1957     GOOD             NGS
 HY0601
 HY0601                          STATION DESCRIPTION
 HY0601
 HY0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0601'3.8 MI N FROM MYRA.
 HY0601'ABOUT 3.75 MILE NORTH ALONG BLACK-TOP ROAD FROM THE POST OFFICE
 HY0601'AT MYRA, AT THE JUNCTION OF A DIRT ROAD LEADING WEST TO LOWER
 HY0601'BIG CREEK SCHOOL, 10 FEET SOUTH OF THE SOUTHWEST CORNER OF SCHOOL
 HY0601'BUS WAITING SHED, 18 FEET EAST OF THE CENTER LINE OF THE BLACKTOP
 HY0601'ROAD, 22 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 2 1/2 FEET
 HY0601'SOUTHEAST OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST
 HY0601'PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0218 ***********************************************************************
 HY0218  DESIGNATION -  168 JJS
 HY0218  PID         -  HY0218
 HY0218  STATE/COUNTY-  WV/CABELL
 HY0218  USGS QUAD   -  GLENWOOD (1990)
 HY0218
 HY0218                         *CURRENT SURVEY CONTROL
 HY0218  ___________________________________________________________________
 HY0218* NAD 83(1986)-  38 30 10.     (N)    082 08 41.     (W)     SCALED    
 HY0218* NAVD 88     -       266.663  (meters)     874.88   (feet)  POSTED    
 HY0218  ___________________________________________________________________
 HY0218  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HY0218  DYNAMIC HT  -         266.480 (meters)     874.28  (feet)  COMP
 HY0218  MODELED GRAV-     979,949.8   (mgal)                       NAVD 88
 HY0218
 HY0218  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0218
 HY0218.The horizontal coordinates were scaled from a topographic map and have
 HY0218.an estimated accuracy of +/- 6 seconds.
 HY0218
 HY0218.The orthometric height was determined by differential leveling
 HY0218.and adjusted by the National Geodetic Survey in 1992..
 HY0218.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0218.rate of 0.0 thru 1.0 mm/km.
 HY0218
 HY0218.The geoid height was determined by GEOID03.
 HY0218
 HY0218.The dynamic height is computed by dividing the NAVD 88
 HY0218.geopotential number by the normal gravity value computed on the
 HY0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0218.degrees latitude (g = 980.6199 gals.).
 HY0218
 HY0218.The modeled gravity was interpolated from observed gravity values.
 HY0218
 HY0218;                    North         East    Units  Estimated Accuracy
 HY0218;SPC WV S     -   167,410.      500,160.      MT  (+/- 180 meters Scaled)
 HY0218
 HY0218                          SUPERSEDED SURVEY CONTROL
 HY0218
 HY0218  NGVD 29 (??/??/92)  266.844  (m)          875.47   (f) ADJ UNCH    2 0
 HY0218
 HY0218.Superseded values are not recommended for survey control.
 HY0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0218.See file dsdata.txt to determine how the superseded data were derived.
 HY0218
 HY0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC001622(NAD 83)
 HY0218_MARKER: DD = SURVEY DISK
 HY0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0218_STAMPING: 168 JJS 875 1956
 HY0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0218+STABILITY: SURFACE MOTION
 HY0218
 HY0218  HISTORY     - Date     Condition        Report By
 HY0218  HISTORY     - 1956     MONUMENTED       USGS
 HY0218  HISTORY     - 1956     GOOD             NGS
 HY0218
 HY0218                          STATION DESCRIPTION
 HY0218
 HY0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0218'6.8 MI NE FROM YATES.
 HY0218'0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING OF
 HY0218'THE CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 1.5 MILES
 HY0218'EAST AND NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 3.15 MILES
 HY0218'NORTH AND NORTHEAST ALONG A GRAVEL ROAD FOLLOWING LOWER CREEK,
 HY0218'THENCE ABOUT 1.85 MILES NORTH ALONG A BLACK TOP ROAD, AT CROSSROADS
 HY0218'AT DUDLEY GAP, 79 FEET NORTH-NORTHEAST OF CENTER OF CROSSROADS,
 HY0218'34 FEET NORTHWEST OF CENTER LINE OF BLACK TOP ROAD NORTHEAST,
 HY0218'2 1/2 FEET SOUTHWEST OF POWER POLE NO. 9618-3 / 20-A, 49 1/2
 HY0218'FEET SOUTHWEST OF SOUTH PORCH CORNER OF A HOUSE WITH DARK BROWN
 HY0218'ASBESTOS SIDING, 38 FEET NORTHEAST OF WPA CONCRETE POST, ABOUT
 HY0218'4 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HY0218'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0670 ***********************************************************************
 JX0670  DESIGNATION -  168 RHP
 JX0670  PID         -  JX0670
 JX0670  STATE/COUNTY-  WV/WETZEL
 JX0670  USGS QUAD   -  BIG RUN (1976)
 JX0670
 JX0670                         *CURRENT SURVEY CONTROL
 JX0670  ___________________________________________________________________
 JX0670* NAD 83(1986)-  39 35 36.     (N)    080 30 43.     (W)     SCALED    
 JX0670* NAVD 88     -       289.683  (meters)     950.40   (feet)  ADJUSTED  
 JX0670  ___________________________________________________________________
 JX0670  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JX0670  DYNAMIC HT  -         289.511 (meters)     949.84  (feet)  COMP
 JX0670  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 JX0670
 JX0670  VERT ORDER  -  SECOND    CLASS 0
 JX0670
 JX0670.The horizontal coordinates were scaled from a topographic map and have
 JX0670.an estimated accuracy of +/- 6 seconds.
 JX0670
 JX0670.The orthometric height was determined by differential leveling
 JX0670.and adjusted by the National Geodetic Survey in June 1991..
 JX0670
 JX0670.The geoid height was determined by GEOID03.
 JX0670
 JX0670.The dynamic height is computed by dividing the NAVD 88
 JX0670.geopotential number by the normal gravity value computed on the
 JX0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0670.degrees latitude (g = 980.6199 gals.).
 JX0670
 JX0670.The modeled gravity was interpolated from observed gravity values.
 JX0670
 JX0670;                    North         East    Units  Estimated Accuracy
 JX0670;SPC WV N     -   121,870.      513,080.      MT  (+/- 180 meters Scaled)
 JX0670
 JX0670                          SUPERSEDED SURVEY CONTROL
 JX0670
 JX0670  NGVD 29 (??/??/92)  289.833  (m)          950.89   (f) ADJ UNCH    2 0
 JX0670
 JX0670.Superseded values are not recommended for survey control.
 JX0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0670.See file dsdata.txt to determine how the superseded data were derived.
 JX0670
 JX0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND419827(NAD 83)
 JX0670_MARKER: DD = SURVEY DISK
 JX0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0670_STAMPING: 168 RHP 1957
 JX0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0670+STABILITY: SURFACE MOTION
 JX0670
 JX0670  HISTORY     - Date     Condition        Report By
 JX0670  HISTORY     - 1957     MONUMENTED       USGS
 JX0670  HISTORY     - 1957     GOOD             NGS
 JX0670
 JX0670                          STATION DESCRIPTION
 JX0670
 JX0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0670'2.2 MI E FROM BURCHFIELD.
 JX0670'ABOUT 2.25 MILES EAST ALONG A GRAVEL ROAD FROM BRIDGE OVER
 JX0670'WILLEY FORK AT BURCHFIELD, AT THE JUNCTION OF A SIDE ROAD NORTH,
 JX0670'AT THE NORTHEAST CORNER OF A SMALL OPEN FIELD, 19 FEET SOUTH OF
 JX0670'CENTER LINE OF ROAD, 180 FEET WEST OF CENTER OF JUNCTION OF ROAD
 JX0670'NORTH, 61 FEET WEST OF SOUTH END OF A 48-INCH PIPE CULVERT UNDER
 JX0670'ROAD, 3 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE
 JX0670'LINE, ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP
 JX0670'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0750 ***********************************************************************
 JW0750  DESIGNATION -  1688
 JW0750  PID         -  JW0750
 JW0750  STATE/COUNTY-  WV/MINERAL
 JW0750  USGS QUAD   -  KITZMILLER (1981)
 JW0750
 JW0750                         *CURRENT SURVEY CONTROL
 JW0750  ___________________________________________________________________
 JW0750* NAD 83(1986)-  39 22 45.     (N)    079 12 07.     (W)     SCALED    
 JW0750* NAVD 88     -       514.517  (meters)    1688.04   (feet)  ADJUSTED  
 JW0750  ___________________________________________________________________
 JW0750  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JW0750  DYNAMIC HT  -         514.164 (meters)    1686.89  (feet)  COMP
 JW0750  MODELED GRAV-     979,924.3   (mgal)                       NAVD 88
 JW0750
 JW0750  VERT ORDER  -  SECOND    CLASS 0
 JW0750
 JW0750.The horizontal coordinates were scaled from a topographic map and have
 JW0750.an estimated accuracy of +/- 6 seconds.
 JW0750
 JW0750.The orthometric height was determined by differential leveling
 JW0750.and adjusted by the National Geodetic Survey in June 1991..
 JW0750
 JW0750.The geoid height was determined by GEOID03.
 JW0750
 JW0750.The dynamic height is computed by dividing the NAVD 88
 JW0750.geopotential number by the normal gravity value computed on the
 JW0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0750.degrees latitude (g = 980.6199 gals.).
 JW0750
 JW0750.The modeled gravity was interpolated from observed gravity values.
 JW0750
 JW0750;                    North         East    Units  Estimated Accuracy
 JW0750;SPC WV N     -    97,650.      625,680.      MT  (+/- 180 meters Scaled)
 JW0750
 JW0750                          SUPERSEDED SURVEY CONTROL
 JW0750
 JW0750  NGVD 29 (??/??/92)  514.665  (m)         1688.53   (f) ADJ UNCH    2 0
 JW0750
 JW0750.Superseded values are not recommended for survey control.
 JW0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0750.See file dsdata.txt to determine how the superseded data were derived.
 JW0750
 JW0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD548603(NAD 83)
 JW0750_MARKER: DD = SURVEY DISK
 JW0750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0750_SP_SET: BRIDGE
 JW0750_STAMPING: 1688 1919
 JW0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0750
 JW0750  HISTORY     - Date     Condition        Report By
 JW0750  HISTORY     - 1919     MONUMENTED       USGS
 JW0750  HISTORY     - 1935     GOOD             NGS
 JW0750
 JW0750                          STATION DESCRIPTION
 JW0750
 JW0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0750'AT HARRISON.
 JW0750'AT HARRISON, MINERAL COUNTY, ON THE WESTERN RAILWAY, 186 FEET
 JW0750'NORTHWEST OF THE STATION, AT A CONCRETE BRIDGE OVER ABRAM CREEK,
 JW0750'AT THE SOUTH ABUTMENT, IN THE TOP OF THE WEST END OF THE BRIDGE
 JW0750'SEAT, 21 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 5
 JW0750'FEET LOWER THAN THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD
 JW0750'DISK, STAMPED 1688 1919.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0094 ***********************************************************************
 GX0094  DESIGNATION -  1693 USGS
 GX0094  PID         -  GX0094
 GX0094  STATE/COUNTY-  WV/GREENBRIER
 GX0094  USGS QUAD   -  LEWISBURG (1979)
 GX0094
 GX0094                         *CURRENT SURVEY CONTROL
 GX0094  ___________________________________________________________________
 GX0094* NAD 83(1986)-  37 47 04.     (N)    080 24 05.     (W)     SCALED    
 GX0094* NAVD 88     -       515.973  (meters)    1692.82   (feet)  ADJUSTED  
 GX0094  ___________________________________________________________________
 GX0094  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX0094  DYNAMIC HT  -         515.547 (meters)    1691.42  (feet)  COMP
 GX0094  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 GX0094
 GX0094  VERT ORDER  -  FIRST     CLASS II
 GX0094
 GX0094.The horizontal coordinates were scaled from a topographic map and have
 GX0094.an estimated accuracy of +/- 6 seconds.
 GX0094
 GX0094.The orthometric height was determined by differential leveling
 GX0094.and adjusted by the National Geodetic Survey in June 1991..
 GX0094
 GX0094.The geoid height was determined by GEOID03.
 GX0094
 GX0094.The dynamic height is computed by dividing the NAVD 88
 GX0094.geopotential number by the normal gravity value computed on the
 GX0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0094.degrees latitude (g = 980.6199 gals.).
 GX0094
 GX0094.The modeled gravity was interpolated from observed gravity values.
 GX0094
 GX0094;                    North         East    Units  Estimated Accuracy
 GX0094;SPC WV S     -    87,230.      652,730.      MT  (+/- 180 meters Scaled)
 GX0094
 GX0094                          SUPERSEDED SURVEY CONTROL
 GX0094
 GX0094  NGVD 29 (??/??/92)  516.127  (m)         1693.33   (f) ADJ UNCH    1 2
 GX0094
 GX0094.Superseded values are not recommended for survey control.
 GX0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0094.See file dsdata.txt to determine how the superseded data were derived.
 GX0094
 GX0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB527820(NAD 83)
 GX0094_MARKER: DD = SURVEY DISK
 GX0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0094_SP_SET: RETAINING WALL
 GX0094_STAMPING: W VA 1693 1920
 GX0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0094
 GX0094  HISTORY     - Date     Condition        Report By
 GX0094  HISTORY     - 1920     MONUMENTED       USGS
 GX0094  HISTORY     - 1961     GOOD             NGS
 GX0094  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0094  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0094  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0094
 GX0094                          STATION DESCRIPTION
 GX0094
 GX0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0094'AT NORTH CALDWELL.
 GX0094'AT NORTH CALDWELL, ALONG THE CHESAPEAKE AND OHIO RAILWAY, ABOUT
 GX0094'4 RAILS SOUTH OF THE SOUTH END OF THE STATION, 12 FEET WEST OF
 GX0094'THE WEST RAIL, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 GX0094'RETAINING WALL AROUND THE STATION PLATFORM, BELOW THE U.S. HIGHWAY
 GX0094'60 OVERPASS OVER THE TRACK, 2 FEET EAST OF THE SOUTHWEST CORNER
 GX0094'OF THE PLATFORM, AND ABOUT LEVEL WITH THE TRACK.
 GX0094
 GX0094                          STATION RECOVERY (1983)
 GX0094
 GX0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0094'MARK NOT FOUND.
 GX0094
 GX0094                          STATION RECOVERY (1983)
 GX0094
 GX0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0094'MARK NOT FOUND.
 GX0094
 GX0094                          STATION RECOVERY (1984)
 GX0094
 GX0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0094'NOT RECOVERED, THE STATION AND PLATFORM HAVE BEEN REMOVED FROM THIS
 GX0094'LOCATION, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0102 ***********************************************************************
 HX0102  DESIGNATION -  1695
 HX0102  PID         -  HX0102
 HX0102  STATE/COUNTY-  WV/UPSHUR
 HX0102  USGS QUAD   -  BUCKHANNON (1989)
 HX0102
 HX0102                         *CURRENT SURVEY CONTROL
 HX0102  ___________________________________________________________________
 HX0102* NAD 83(1986)-  38 54 50.     (N)    080 10 47.     (W)     SCALED    
 HX0102* NAVD 88     -       514.347  (meters)    1687.49   (feet)  ADJUSTED  
 HX0102  ___________________________________________________________________
 HX0102  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX0102  DYNAMIC HT  -         514.001 (meters)    1686.35  (feet)  COMP
 HX0102  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 HX0102
 HX0102  VERT ORDER  -  SECOND    CLASS 0
 HX0102
 HX0102.The horizontal coordinates were scaled from a topographic map and have
 HX0102.an estimated accuracy of +/- 6 seconds.
 HX0102
 HX0102.The orthometric height was determined by differential leveling
 HX0102.and adjusted by the National Geodetic Survey in June 1991..
 HX0102
 HX0102.The geoid height was determined by GEOID03.
 HX0102
 HX0102.The dynamic height is computed by dividing the NAVD 88
 HX0102.geopotential number by the normal gravity value computed on the
 HX0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0102.degrees latitude (g = 980.6199 gals.).
 HX0102
 HX0102.The modeled gravity was interpolated from observed gravity values.
 HX0102
 HX0102;                    North         East    Units  Estimated Accuracy
 HX0102;SPC WV S     -   212,740.      671,140.      MT  (+/- 180 meters Scaled)
 HX0102
 HX0102                          SUPERSEDED SURVEY CONTROL
 HX0102
 HX0102  NGVD 29 (??/??/92)  514.529  (m)         1688.08   (f) ADJ UNCH    2 0
 HX0102
 HX0102.Superseded values are not recommended for survey control.
 HX0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0102.See file dsdata.txt to determine how the superseded data were derived.
 HX0102
 HX0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND711075(NAD 83)
 HX0102_MARKER: DD = SURVEY DISK
 HX0102_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0102_SP_SET: UNSPECIFIED ROCK
 HX0102_STAMPING: 1695
 HX0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0102
 HX0102  HISTORY     - Date     Condition        Report By
 HX0102  HISTORY     - UNK      MONUMENTED       USGS
 HX0102  HISTORY     - 1962     GOOD             NGS
 HX0102
 HX0102                          STATION DESCRIPTION
 HX0102
 HX0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0102'AT TALLMANSVILLE.
 HX0102'AT TALLMANSVILLE, SET ON TOP OF A SMALL ROCK THAT IS ABOUT 2-BY
 HX0102'3-FOOT LONG AND 1-FOOT HIGH, 300 FEET NORTH OF THE POST OFFICE,
 HX0102'36 FEET NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 67 FEET
 HX0102'NORTHWEST OF THE CENTER LINE OF THE ROADBED.  NOTE-- THIS MARK
 HX0102'IS SET IN THE TOP OF A VERY LOOSE ROCK THAT IS LAYING ON TOP
 HX0102'OF THE GROUND, ALSO IT IS LEANING TO THE SOUTHWEST, THE HIGH
 HX0102'POINT OF THE MARK AT THE PRESENT TIME IS BETWEEN THE WORDS
 HX0102'SURVEY AND MARK ON THE OUTER PORTION OF THE DISK, USE THE
 HX0102'ELEVATION OF THIS BENCH MARK WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0857 ***********************************************************************
 JW0857  DESIGNATION -  1698
 JW0857  PID         -  JW0857
 JW0857  STATE/COUNTY-  WV/BARBOUR
 JW0857  USGS QUAD   -  BELINGTON (1976)
 JW0857
 JW0857                         *CURRENT SURVEY CONTROL
 JW0857  ___________________________________________________________________
 JW0857* NAD 83(1986)-  39 01 31.     (N)    079 56 08.     (W)     SCALED    
 JW0857* NAVD 88     -       517.667  (meters)    1698.38   (feet)  ADJUSTED  
 JW0857  ___________________________________________________________________
 JW0857  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JW0857  DYNAMIC HT  -         517.309 (meters)    1697.20  (feet)  COMP
 JW0857  MODELED GRAV-     979,918.8   (mgal)                       NAVD 88
 JW0857
 JW0857  VERT ORDER  -  FIRST     CLASS II
 JW0857
 JW0857.The horizontal coordinates were scaled from a topographic map and have
 JW0857.an estimated accuracy of +/- 6 seconds.
 JW0857
 JW0857.The orthometric height was determined by differential leveling
 JW0857.and adjusted by the National Geodetic Survey in June 1991..
 JW0857
 JW0857.The geoid height was determined by GEOID03.
 JW0857
 JW0857.The dynamic height is computed by dividing the NAVD 88
 JW0857.geopotential number by the normal gravity value computed on the
 JW0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0857.degrees latitude (g = 980.6199 gals.).
 JW0857
 JW0857.The modeled gravity was interpolated from observed gravity values.
 JW0857
 JW0857;                    North         East    Units  Estimated Accuracy
 JW0857;SPC WV N     -    58,410.      562,280.      MT  (+/- 180 meters Scaled)
 JW0857
 JW0857                          SUPERSEDED SURVEY CONTROL
 JW0857
 JW0857  NGVD 29 (??/??/92)  517.836  (m)         1698.93   (f) ADJ UNCH    1 2
 JW0857
 JW0857.Superseded values are not recommended for survey control.
 JW0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0857.See file dsdata.txt to determine how the superseded data were derived.
 JW0857
 JW0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND921201(NAD 83)
 JW0857_MARKER: DD = SURVEY DISK
 JW0857_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0857_SP_SET: FOUNDATION
 JW0857_STAMPING: 1698 1933
 JW0857_MARK LOGO: USGS  
 JW0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0857
 JW0857  HISTORY     - Date     Condition        Report By
 JW0857  HISTORY     - 1933     MONUMENTED       USGS
 JW0857  HISTORY     - 1933     GOOD             NGS
 JW0857  HISTORY     - 1983     GOOD             NGS
 JW0857  HISTORY     - 19941218 MARK NOT FOUND   USE
 JW0857
 JW0857                          STATION DESCRIPTION
 JW0857
 JW0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JW0857'AT BELINGTON.
 JW0857'AT BELINGTON, BARBOUR COUNTY, ON STATE HIGHWAY 56, AT THE
 JW0857'INTERSECTION OF BRIDGE STREET, ABOUT 8 YARDS WEST OF THE CENTER
 JW0857'LINE OF THE HIGHWAY, AND IN THE STONE FOUNDATION OF THE CITIZENS
 JW0857'NATIONAL BANK BUILDING, 8 INCHES ABOVE THE SIDEWALK LEVEL.  A
 JW0857'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1698 ADJ.
 JW0857'1903 AND SET VERTICALLY.
 JW0857
 JW0857                          STATION RECOVERY (1983)
 JW0857
 JW0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0857'RECOVERED IN GOOD CONDITION.  DISK IS NOW STAMPED 1698 ADJ 1903 1933.
 JW0857'THE MARK IS 0.30 M ABOVE SIDEWALK.
 JW0857
 JW0857                          STATION RECOVERY (1994)
 JW0857
 JW0857'RECOVERY NOTE BY US ENGINEERS 1994 (NLB)
 JW0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0064 ***********************************************************************
 GX0064  DESIGNATION -  1700=SHANK
 GX0064  PID         -  GX0064
 GX0064  STATE/COUNTY-  WV/GREENBRIER
 GX0064  USGS QUAD   -  LEWISBURG (1979)
 GX0064
 GX0064                         *CURRENT SURVEY CONTROL
 GX0064  ___________________________________________________________________
 GX0064* NAD 83(1986)-  37 46 37.     (N)    080 25 38.     (W)     SCALED    
 GX0064* NAVD 88     -       518.058  (meters)    1699.66   (feet)  ADJUSTED  
 GX0064  ___________________________________________________________________
 GX0064  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GX0064  DYNAMIC HT  -         517.624 (meters)    1698.24  (feet)  COMP
 GX0064  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 GX0064
 GX0064  VERT ORDER  -  FIRST     CLASS II
 GX0064
 GX0064.The horizontal coordinates were scaled from a topographic map and have
 GX0064.an estimated accuracy of +/- 6 seconds.
 GX0064
 GX0064.The orthometric height was determined by differential leveling
 GX0064.and adjusted by the National Geodetic Survey in June 1991..
 GX0064
 GX0064.The geoid height was determined by GEOID03.
 GX0064
 GX0064.The dynamic height is computed by dividing the NAVD 88
 GX0064.geopotential number by the normal gravity value computed on the
 GX0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0064.degrees latitude (g = 980.6199 gals.).
 GX0064
 GX0064.The modeled gravity was interpolated from observed gravity values.
 GX0064
 GX0064;                    North         East    Units  Estimated Accuracy
 GX0064;SPC WV S     -    86,390.      650,460.      MT  (+/- 180 meters Scaled)
 GX0064
 GX0064                          SUPERSEDED SURVEY CONTROL
 GX0064
 GX0064  NGVD 29 (??/??/92)  518.210  (m)         1700.16   (f) ADJ UNCH    1 2
 GX0064
 GX0064.Superseded values are not recommended for survey control.
 GX0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0064.See file dsdata.txt to determine how the superseded data were derived.
 GX0064
 GX0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB504812(NAD 83)
 GX0064_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GX0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0064_SP_SET: BRIDGE
 GX0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0064
 GX0064  HISTORY     - Date     Condition        Report By
 GX0064  HISTORY     - UNK      MONUMENTED       USGS
 GX0064  HISTORY     - 1958     POOR             NGS
 GX0064
 GX0064                          STATION DESCRIPTION
 GX0064
 GX0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0064'1.9 MI SW FROM NORTH CALDWELL.
 GX0064'ABOUT 1.8 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0064'FROM THE STATION AT NORTH CALDWELL, THENCE 0.1 MILE EAST ALONG THE
 GX0064'C. AND O. RY. TO WHITE SULPHUR SPRINGS, 0.1 MILE EAST OF THE
 GX0064'RAILROAD JUNCTION AT WHITCOMB, 0.3 MILE EAST OF MILEPOST 320, 6
 GX0064'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, IN TOP OF
 GX0064'THE WING WALL AT THE NORTHWEST CORNER OF THE GREENBRIER RIVER
 GX0064'BRIDGE, 7 FEET EAST OF THE WEST END OF THE WING WALL, AND ABOUT
 GX0064'1 1/2 FEET BELOW THE LEVEL OF THE TRACK.  THE DISK HAS BEEN CUT
 GX0064'OFF AND THE SHANK IS ALL THAT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0868 ***********************************************************************
 JW0868  DESIGNATION -  1721
 JW0868  PID         -  JW0868
 JW0868  STATE/COUNTY-  WV/TUCKER
 JW0868  USGS QUAD   -  PARSONS (1995)
 JW0868
 JW0868                         *CURRENT SURVEY CONTROL
 JW0868  ___________________________________________________________________
 JW0868* NAD 83(1986)-  39 04 33.     (N)    079 37 44.     (W)     SCALED    
 JW0868* NAVD 88     -       524.533  (meters)    1720.91   (feet)  ADJUSTED  
 JW0868  ___________________________________________________________________
 JW0868  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JW0868  DYNAMIC HT  -         524.173 (meters)    1719.72  (feet)  COMP
 JW0868  MODELED GRAV-     979,924.4   (mgal)                       NAVD 88
 JW0868
 JW0868  VERT ORDER  -  SECOND    CLASS 0
 JW0868
 JW0868.The horizontal coordinates were scaled from a topographic map and have
 JW0868.an estimated accuracy of +/- 6 seconds.
 JW0868
 JW0868.The orthometric height was determined by differential leveling
 JW0868.and adjusted by the National Geodetic Survey in June 1991..
 JW0868
 JW0868.The geoid height was determined by GEOID03.
 JW0868
 JW0868.The dynamic height is computed by dividing the NAVD 88
 JW0868.geopotential number by the normal gravity value computed on the
 JW0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0868.degrees latitude (g = 980.6199 gals.).
 JW0868
 JW0868.The modeled gravity was interpolated from observed gravity values.
 JW0868
 JW0868;                    North         East    Units  Estimated Accuracy
 JW0868;SPC WV N     -    63,940.      588,850.      MT  (+/- 180 meters Scaled)
 JW0868
 JW0868                          SUPERSEDED SURVEY CONTROL
 JW0868
 JW0868  NGVD 29 (??/??/92)  524.690  (m)         1721.42   (f) ADJ UNCH    2 0
 JW0868
 JW0868.Superseded values are not recommended for survey control.
 JW0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0868.See file dsdata.txt to determine how the superseded data were derived.
 JW0868
 JW0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD186260(NAD 83)
 JW0868_MARKER: DD = SURVEY DISK
 JW0868_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0868_SP_SET: BRIDGE
 JW0868_STAMPING: 1721 1903
 JW0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0868
 JW0868  HISTORY     - Date     Condition        Report By
 JW0868  HISTORY     - 1903     MONUMENTED       USGS
 JW0868  HISTORY     - 1935     GOOD             NGS
 JW0868
 JW0868                          STATION DESCRIPTION
 JW0868
 JW0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0868'3.6 MI E FROM PARSONS.
 JW0868'3.6 MILES EAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0868'STATION AT PARSONS, TUCKER COUNTY, 0.2 MILE WEST OF THE HENDRICKS
 JW0868'STATION, 105 FEET WEST OF A WATER TOWER, AT AN ABANDONED STEEL
 JW0868'BRIDGE OVER BLACK FORK RIVER, IN THE TOP OF THE SOUTHEAST
 JW0868'BRIDGE SEAT OF THE SOUTHWEST ABUTMENT, 42 FEET NORTHWEST OF THE
 JW0868'CENTERLINE OF THE TRACK, AND 2 FEET HIGHER THAN THE TRACK.  A
 JW0868'U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1721-1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0092 ***********************************************************************
 GX0092  DESIGNATION -  1725
 GX0092  PID         -  GX0092
 GX0092  STATE/COUNTY-  WV/GREENBRIER
 GX0092  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0092
 GX0092                         *CURRENT SURVEY CONTROL
 GX0092  ___________________________________________________________________
 GX0092* NAD 83(1986)-  37 49 14.     (N)    080 21 49.     (W)     SCALED    
 GX0092* NAVD 88     -       525.702  (meters)    1724.74   (feet)  ADJUSTED  
 GX0092  ___________________________________________________________________
 GX0092  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX0092  DYNAMIC HT  -         525.267 (meters)    1723.31  (feet)  COMP
 GX0092  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 GX0092
 GX0092  VERT ORDER  -  FIRST     CLASS II
 GX0092
 GX0092.The horizontal coordinates were scaled from a topographic map and have
 GX0092.an estimated accuracy of +/- 6 seconds.
 GX0092
 GX0092.The orthometric height was determined by differential leveling
 GX0092.and adjusted by the National Geodetic Survey in June 1991..
 GX0092
 GX0092.The geoid height was determined by GEOID03.
 GX0092
 GX0092.The dynamic height is computed by dividing the NAVD 88
 GX0092.geopotential number by the normal gravity value computed on the
 GX0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0092.degrees latitude (g = 980.6199 gals.).
 GX0092
 GX0092.The modeled gravity was interpolated from observed gravity values.
 GX0092
 GX0092;                    North         East    Units  Estimated Accuracy
 GX0092;SPC WV S     -    91,260.      656,030.      MT  (+/- 180 meters Scaled)
 GX0092
 GX0092                          SUPERSEDED SURVEY CONTROL
 GX0092
 GX0092  NGVD 29 (??/??/92)  525.852  (m)         1725.23   (f) ADJ UNCH    1 2
 GX0092
 GX0092.Superseded values are not recommended for survey control.
 GX0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0092.See file dsdata.txt to determine how the superseded data were derived.
 GX0092
 GX0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB560860(NAD 83)
 GX0092_MARKER: DD = SURVEY DISK
 GX0092_SETTING: 66 = SET IN ROCK OUTCROP
 GX0092_SP_SET: ROCK
 GX0092_STAMPING: W VA 1920 1725
 GX0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0092+STABILITY: POSITION/ELEVATION WELL
 GX0092
 GX0092  HISTORY     - Date     Condition        Report By
 GX0092  HISTORY     - 1920     MONUMENTED       USGS
 GX0092  HISTORY     - 1933     GOOD             NGS
 GX0092  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0092  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0092
 GX0092                          STATION DESCRIPTION
 GX0092
 GX0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GX0092'AT HOPPER.
 GX0092'AT HOPPER, GREENBRIER COUNTY, 75 FEET NORTHWEST ACROSS THE
 GX0092'TRACK FROM THE STATION SIGN, 150 FEET WEST OF A HOUSE, IN THE
 GX0092'FACE OF A ROCK, 3 YARDS WEST OF THE TRACK, AND ABOUT 2-1/2
 GX0092'FEET HIGHER THAN THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY
 GX0092'STANDARD DISK, STAMPED W VA 1920 1725 AND SET VERTICALLY.
 GX0092
 GX0092                          STATION RECOVERY (1983)
 GX0092
 GX0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0092'MARK NOT FOUND.
 GX0092
 GX0092                          STATION RECOVERY (1983)
 GX0092
 GX0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1883 ***********************************************************************
 HW1883  DESIGNATION -  1738 USGS
 HW1883  PID         -  HW1883
 HW1883  STATE/COUNTY-  WV/BARBOUR
 HW1883  USGS QUAD   -  JUNIOR (1976)
 HW1883
 HW1883                         *CURRENT SURVEY CONTROL
 HW1883  ___________________________________________________________________
 HW1883* NAD 83(1986)-  38 58 03.     (N)    079 57 45.     (W)     SCALED    
 HW1883* NAVD 88     -       529.607  (meters)    1737.55   (feet)  ADJUSTED  
 HW1883  ___________________________________________________________________
 HW1883  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 HW1883  DYNAMIC HT  -         529.240 (meters)    1736.35  (feet)  COMP
 HW1883  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 HW1883
 HW1883  VERT ORDER  -  FIRST     CLASS II
 HW1883
 HW1883.The horizontal coordinates were scaled from a topographic map and have
 HW1883.an estimated accuracy of +/- 6 seconds.
 HW1883
 HW1883.The orthometric height was determined by differential leveling
 HW1883.and adjusted by the National Geodetic Survey in June 1991..
 HW1883
 HW1883.The geoid height was determined by GEOID03.
 HW1883
 HW1883.The dynamic height is computed by dividing the NAVD 88
 HW1883.geopotential number by the normal gravity value computed on the
 HW1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1883.degrees latitude (g = 980.6199 gals.).
 HW1883
 HW1883.The modeled gravity was interpolated from observed gravity values.
 HW1883
 HW1883;                    North         East    Units  Estimated Accuracy
 HW1883;SPC WV N     -    52,000.      559,920.      MT  (+/- 180 meters Scaled)
 HW1883
 HW1883                          SUPERSEDED SURVEY CONTROL
 HW1883
 HW1883  NGVD 29 (??/??/92)  529.778  (m)         1738.11   (f) ADJ UNCH    1 2
 HW1883
 HW1883.Superseded values are not recommended for survey control.
 HW1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1883.See file dsdata.txt to determine how the superseded data were derived.
 HW1883
 HW1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND898136(NAD 83)
 HW1883_MARKER: DD = SURVEY DISK
 HW1883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1883_SP_SET: STEP
 HW1883_STAMPING: 1738 ADJ 1903
 HW1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1883
 HW1883  HISTORY     - Date     Condition        Report By
 HW1883  HISTORY     - 1903     MONUMENTED       USGS
 HW1883  HISTORY     - 1933     GOOD             NGS
 HW1883  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1883
 HW1883                          STATION DESCRIPTION
 HW1883
 HW1883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1883'1 MI S FROM JUNIOR.
 HW1883'1.0 MILE SOUTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1883'STATION AT JUNIOR, BARBOUR COUNTY, AT THE SOUTHEAST END OF A
 HW1883'STEELGIRDER BRIDGE OVER BEAVER CREEK AND A HIGHWAY, IN THE TOP OF
 HW1883'THE SECOND STEP FROM THE TOP OF THE WING WALL, 4 FEET EAST OF
 HW1883'THE EAST RAIL, AND ABOUT 3-1/2 FEET LOWER THAN THE RAIL.  A
 HW1883'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1738 ADJ 1903.
 HW1883
 HW1883                          STATION RECOVERY (1983)
 HW1883
 HW1883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1883'NOT RECOVERED, THE MARK IS CONSIDERED DESTROYED AS THE TOP TWO STONES
 HW1883'OF THE WINGWALL ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0090 ***********************************************************************
 GX0090  DESIGNATION -  1739.5
 GX0090  PID         -  GX0090
 GX0090  STATE/COUNTY-  WV/GREENBRIER
 GX0090  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0090
 GX0090                         *CURRENT SURVEY CONTROL
 GX0090  ___________________________________________________________________
 GX0090* NAD 83(1986)-  37 50 41.     (N)    080 22 17.     (W)     SCALED    
 GX0090* NAVD 88     -       530.00   (+/-2cm)    1738.8    (feet)  VERTCON   
 GX0090  ___________________________________________________________________
 GX0090  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX0090
 GX0090  VERT ORDER  -  ? (See Below)
 GX0090
 GX0090.The horizontal coordinates were scaled from a topographic map and have
 GX0090.an estimated accuracy of +/- 6 seconds.
 GX0090
 GX0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX0090.The vertical order pertains to the NGVD 29 superseded value.
 GX0090
 GX0090.The geoid height was determined by GEOID03.
 GX0090
 GX0090;                    North         East    Units  Estimated Accuracy
 GX0090;SPC WV S     -    93,940.      655,330.      MT  (+/- 180 meters Scaled)
 GX0090
 GX0090                          SUPERSEDED SURVEY CONTROL
 GX0090
 GX0090  NGVD 29 (??/??/92)  530.149  (m)         1739.33   (f) ADJ UNCH    ?  
 GX0090
 GX0090.Superseded values are not recommended for survey control.
 GX0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0090.See file dsdata.txt to determine how the superseded data were derived.
 GX0090
 GX0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB553887(NAD 83)
 GX0090_MARKER: Q = CHISELED SQUARE
 GX0090_SETTING: 66 = SET IN ROCK OUTCROP
 GX0090_SP_SET: STONE COPING
 GX0090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0090+STABILITY: POSITION/ELEVATION WELL
 GX0090
 GX0090  HISTORY     - Date     Condition        Report By
 GX0090  HISTORY     - UNK      MONUMENTED       USGS
 GX0090  HISTORY     - 1933     GOOD             NGS
 GX0090  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0090
 GX0090                          STATION DESCRIPTION
 GX0090
 GX0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GX0090'0.3 MI NE FROM BOWES.
 GX0090'0.3 MILE NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0090'THE STATION AT BOWES, GREENBRIER COUNTY, 100 FEET NORTH OF A
 GX0090'SIDING, ON THE EAST SIDE OF THE TRACK, AT BRIDGE 75, AND ON
 GX0090'THE TOP OF THE SOUTHEAST CORNER OF THE STONE COPING.  A CHISELED
 GX0090'SQUARE.
 GX0090
 GX0090                          STATION RECOVERY (1983)
 GX0090
 GX0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0061 ***********************************************************************
 GX0061  DESIGNATION -  1745
 GX0061  PID         -  GX0061
 GX0061  STATE/COUNTY-  WV/GREENBRIER
 GX0061  USGS QUAD   -  LEWISBURG (1979)
 GX0061
 GX0061                         *CURRENT SURVEY CONTROL
 GX0061  ___________________________________________________________________
 GX0061* NAD 83(1986)-  37 46 40.     (N)    080 23 39.     (W)     SCALED    
 GX0061* NAVD 88     -       531.647  (meters)    1744.25   (feet)  ADJUSTED  
 GX0061  ___________________________________________________________________
 GX0061  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GX0061  DYNAMIC HT  -         531.210 (meters)    1742.81  (feet)  COMP
 GX0061  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 GX0061
 GX0061  VERT ORDER  -  FIRST     CLASS II
 GX0061
 GX0061.The horizontal coordinates were scaled from a topographic map and have
 GX0061.an estimated accuracy of +/- 6 seconds.
 GX0061
 GX0061.The orthometric height was determined by differential leveling
 GX0061.and adjusted by the National Geodetic Survey in June 1991..
 GX0061
 GX0061.The geoid height was determined by GEOID03.
 GX0061
 GX0061.The dynamic height is computed by dividing the NAVD 88
 GX0061.geopotential number by the normal gravity value computed on the
 GX0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0061.degrees latitude (g = 980.6199 gals.).
 GX0061
 GX0061.The modeled gravity was interpolated from observed gravity values.
 GX0061
 GX0061;                    North         East    Units  Estimated Accuracy
 GX0061;SPC WV S     -    86,500.      653,370.      MT  (+/- 180 meters Scaled)
 GX0061
 GX0061                          SUPERSEDED SURVEY CONTROL
 GX0061
 GX0061  NGVD 29 (??/??/92)  531.801  (m)         1744.75   (f) ADJ UNCH    1 2
 GX0061
 GX0061.Superseded values are not recommended for survey control.
 GX0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0061.See file dsdata.txt to determine how the superseded data were derived.
 GX0061
 GX0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB533813(NAD 83)
 GX0061_MARKER: DD = SURVEY DISK
 GX0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0061_SP_SET: BRIDGE
 GX0061_STAMPING: 1745
 GX0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0061
 GX0061  HISTORY     - Date     Condition        Report By
 GX0061  HISTORY     - UNK      MONUMENTED       USGS
 GX0061  HISTORY     - 1958     POOR             NGS
 GX0061  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0061  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0061
 GX0061                          STATION DESCRIPTION
 GX0061
 GX0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0061'0.2 MI S FROM CALDWELL.
 GX0061'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 63 FROM THE JUNCTION OF
 GX0061'U.S. HIGHWAY 60 AT CALDWALL, ALONG THE CHESAPEAKE AND OHIO
 GX0061'RAILWAY, 0.1 MILE EAST OF MILEPOST 318, ABOUT 5 1/2 RAILS WEST OF
 GX0061'THE CENTER OF THE OVERPASS OVER THE HIGHWAY, 71 FEET SOUTH OF THE
 GX0061'SOUTH RAIL OF THE SOUTH TRACK, IN TOP OF THE WEST END OF THE
 GX0061'NORTHWEST WING WALL TO THE WEST ABUTMENT OF AN ABANDONED BRIDGE,
 GX0061'1 1/2 FEET EAST OF THE WEST END OF THE WING WALL, AND ABOUT 3
 GX0061'FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THE WING WALL IS
 GX0061'CRACKED AND CRUMBLING AWAY.
 GX0061
 GX0061                          STATION RECOVERY (1983)
 GX0061
 GX0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0061'MARK NOT FOUND.
 GX0061
 GX0061                          STATION RECOVERY (1983)
 GX0061
 GX0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0593 ***********************************************************************
 HY0593  DESIGNATION -  175 JJS
 HY0593  PID         -  HY0593
 HY0593  STATE/COUNTY-  WV/LINCOLN
 HY0593  USGS QUAD   -  HAMLIN (1989)
 HY0593
 HY0593                         *CURRENT SURVEY CONTROL
 HY0593  ___________________________________________________________________
 HY0593* NAD 83(1986)-  38 16 14.     (N)    082 04 13.     (W)     SCALED    
 HY0593* NAVD 88     -       198.003  (meters)     649.61   (feet)  ADJUSTED  
 HY0593  ___________________________________________________________________
 HY0593  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HY0593  DYNAMIC HT  -         197.864 (meters)     649.16  (feet)  COMP
 HY0593  MODELED GRAV-     979,921.5   (mgal)                       NAVD 88
 HY0593
 HY0593  VERT ORDER  -  SECOND    CLASS 0
 HY0593
 HY0593.The horizontal coordinates were scaled from a topographic map and have
 HY0593.an estimated accuracy of +/- 6 seconds.
 HY0593
 HY0593.The orthometric height was determined by differential leveling
 HY0593.and adjusted by the National Geodetic Survey in June 1991..
 HY0593
 HY0593.The geoid height was determined by GEOID03.
 HY0593
 HY0593.The dynamic height is computed by dividing the NAVD 88
 HY0593.geopotential number by the normal gravity value computed on the
 HY0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0593.degrees latitude (g = 980.6199 gals.).
 HY0593
 HY0593.The modeled gravity was interpolated from observed gravity values.
 HY0593
 HY0593;                    North         East    Units  Estimated Accuracy
 HY0593;SPC WV S     -   141,560.      506,350.      MT  (+/- 180 meters Scaled)
 HY0593
 HY0593                          SUPERSEDED SURVEY CONTROL
 HY0593
 HY0593  NGVD 29 (??/??/92)  198.209  (m)          650.29   (f) ADJ UNCH    2 0
 HY0593
 HY0593.Superseded values are not recommended for survey control.
 HY0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0593.See file dsdata.txt to determine how the superseded data were derived.
 HY0593
 HY0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC063363(NAD 83)
 HY0593_MARKER: DD = SURVEY DISK
 HY0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0593_STAMPING: 650 175 JJS 1956
 HY0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0593+STABILITY: SURFACE MOTION
 HY0593
 HY0593  HISTORY     - Date     Condition        Report By
 HY0593  HISTORY     - 1956     MONUMENTED       CGS
 HY0593  HISTORY     - 1957     GOOD             NGS
 HY0593
 HY0593                          STATION DESCRIPTION
 HY0593
 HY0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0593'2.2 MI NW FROM SWEETLAND.
 HY0593'ABOUT 2.15 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 HY0593'AT SWEETLAND, AT THE JUNCTION OF ROAD LEADING SOUTHWEST, 17 FEET
 HY0593'NORTH OF THE NORTH CORNER OF HOUSE NUMBER 8799, 2 FEET SOUTHWEST
 HY0593'OF POWER POLE NUMBER 2321-1, 17 FEET SOUTHEAST OF THE CENTER LINE
 HY0593'OF THE SIDE ROAD, 22 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 HY0593'HIGHWAY 3, SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE
 HY0593'LEVEL OF HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1400 ***********************************************************************
 HW1400  DESIGNATION -  1764
 HW1400  PID         -  HW1400
 HW1400  STATE/COUNTY-  WV/PENDLETON
 HW1400  USGS QUAD   -  ONEGO (1995)
 HW1400
 HW1400                         *CURRENT SURVEY CONTROL
 HW1400  ___________________________________________________________________
 HW1400* NAD 83(1986)-  38 50 47.     (N)    079 25 18.     (W)     SCALED    
 HW1400* NAVD 88     -       536.859  (meters)    1761.34   (feet)  ADJUSTED  
 HW1400  ___________________________________________________________________
 HW1400  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HW1400  DYNAMIC HT  -         536.468 (meters)    1760.06  (feet)  COMP
 HW1400  MODELED GRAV-     979,883.9   (mgal)                       NAVD 88
 HW1400
 HW1400  VERT ORDER  -  SECOND    CLASS 0
 HW1400
 HW1400.The horizontal coordinates were scaled from a topographic map and have
 HW1400.an estimated accuracy of +/- 6 seconds.
 HW1400
 HW1400.The orthometric height was determined by differential leveling
 HW1400.and adjusted by the National Geodetic Survey in June 1991..
 HW1400
 HW1400.The geoid height was determined by GEOID03.
 HW1400
 HW1400.The dynamic height is computed by dividing the NAVD 88
 HW1400.geopotential number by the normal gravity value computed on the
 HW1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1400.degrees latitude (g = 980.6199 gals.).
 HW1400
 HW1400.The modeled gravity was interpolated from observed gravity values.
 HW1400
 HW1400;                    North         East    Units  Estimated Accuracy
 HW1400;SPC WV S     -   206,100.      737,010.      MT  (+/- 180 meters Scaled)
 HW1400
 HW1400                          SUPERSEDED SURVEY CONTROL
 HW1400
 HW1400  NGVD 29 (??/??/92)  536.991  (m)         1761.78   (f) ADJ UNCH    2 0
 HW1400
 HW1400.Superseded values are not recommended for survey control.
 HW1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1400.See file dsdata.txt to determine how the superseded data were derived.
 HW1400
 HW1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD369009(NAD 83)
 HW1400_MARKER: DD = SURVEY DISK
 HW1400_SETTING: 80 = SET IN A BOULDER
 HW1400_STAMPING: 1764
 HW1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1400+STABILITY: SURFACE MOTION
 HW1400
 HW1400  HISTORY     - Date     Condition        Report By
 HW1400  HISTORY     - UNK      MONUMENTED       USGS
 HW1400  HISTORY     - 1934     GOOD             NGS
 HW1400
 HW1400                          STATION DESCRIPTION
 HW1400
 HW1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1400'AT ONEGO.
 HW1400'AT ONEGO, PENDLETON COUNTY, ON U.S. HIGHWAY 33, 90 YARDS SOUTH
 HW1400'OF THE POST OFFICE, 35 YARDS SOUTH OF THE CENTERLINE OF THE
 HW1400'BRIDGE OVER ROARING CREEK, 10 YARDS NORTH OF A FRAME BUILDING, 15
 HW1400'YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 HW1400'SMALL BOULDER.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HW1400'1764.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0087 ***********************************************************************
 GX0087  DESIGNATION -  1789
 GX0087  PID         -  GX0087
 GX0087  STATE/COUNTY-  WV/GREENBRIER
 GX0087  USGS QUAD   -  ANTHONY (1995)
 GX0087
 GX0087                         *CURRENT SURVEY CONTROL
 GX0087  ___________________________________________________________________
 GX0087* NAD 83(1986)-  37 53 15.     (N)    080 20 43.     (W)     SCALED    
 GX0087* NAVD 88     -       545.014  (meters)    1788.10   (feet)  ADJUSTED  
 GX0087  ___________________________________________________________________
 GX0087  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX0087  DYNAMIC HT  -         544.564 (meters)    1786.62  (feet)  COMP
 GX0087  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 GX0087
 GX0087  VERT ORDER  -  FIRST     CLASS II
 GX0087
 GX0087.The horizontal coordinates were scaled from a topographic map and have
 GX0087.an estimated accuracy of +/- 6 seconds.
 GX0087
 GX0087.The orthometric height was determined by differential leveling
 GX0087.and adjusted by the National Geodetic Survey in June 1991..
 GX0087
 GX0087.The geoid height was determined by GEOID03.
 GX0087
 GX0087.The dynamic height is computed by dividing the NAVD 88
 GX0087.geopotential number by the normal gravity value computed on the
 GX0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0087.degrees latitude (g = 980.6199 gals.).
 GX0087
 GX0087.The modeled gravity was interpolated from observed gravity values.
 GX0087
 GX0087;                    North         East    Units  Estimated Accuracy
 GX0087;SPC WV S     -    98,710.      657,590.      MT  (+/- 180 meters Scaled)
 GX0087
 GX0087                          SUPERSEDED SURVEY CONTROL
 GX0087
 GX0087  NGVD 29 (??/??/92)  545.160  (m)         1788.58   (f) ADJ UNCH    1 2
 GX0087
 GX0087.Superseded values are not recommended for survey control.
 GX0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0087.See file dsdata.txt to determine how the superseded data were derived.
 GX0087
 GX0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB575935(NAD 83)
 GX0087_MARKER: DD = SURVEY DISK
 GX0087_SETTING: 66 = SET IN ROCK OUTCROP
 GX0087_SP_SET: ROCK LEDGE
 GX0087_STAMPING: W VA 1789 1920
 GX0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0087+STABILITY: POSITION/ELEVATION WELL
 GX0087
 GX0087  HISTORY     - Date     Condition        Report By
 GX0087  HISTORY     - 1920     MONUMENTED       USGS
 GX0087  HISTORY     - 1961     GOOD             NGS
 GX0087  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0087  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0087
 GX0087                          STATION DESCRIPTION
 GX0087
 GX0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0087'1.2 MI SW FROM ANTHONY.
 GX0087'ABOUT 1.2 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0087'FROM THE STATION AT ANTHONY, 0.1 MILE SOUTH OF MILEPOST NO. 13,
 GX0087'SET VERTICALLY IN THE EAST FACE OF A 3 FOOT HIGH ROCK LEDGE
 GX0087'THAT IS AT THE BASE OF A LARGE CUT, 8 FEET WEST OF THE WEST RAIL,
 GX0087'70 YARDS NORTH OF THE SOUTH END OF THE ROCK PART OF THE CUT
 GX0087'AND 1 FOOT ABOVE THE RAIL.
 GX0087
 GX0087                          STATION RECOVERY (1983)
 GX0087
 GX0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0087'MARK NOT FOUND.
 GX0087
 GX0087                          STATION RECOVERY (1983)
 GX0087
 GX0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0057 ***********************************************************************
 GX0057  DESIGNATION -  1790
 GX0057  PID         -  GX0057
 GX0057  STATE/COUNTY-  WV/GREENBRIER
 GX0057  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0057
 GX0057                         *CURRENT SURVEY CONTROL
 GX0057  ___________________________________________________________________
 GX0057* NAD 83(1986)-  37 46 04.     (N)    080 21 22.     (W)     SCALED    
 GX0057* NAVD 88     -       545.374  (meters)    1789.28   (feet)  ADJUSTED  
 GX0057  ___________________________________________________________________
 GX0057  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GX0057  DYNAMIC HT  -         544.924 (meters)    1787.80  (feet)  COMP
 GX0057  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 GX0057
 GX0057  VERT ORDER  -  FIRST     CLASS II
 GX0057
 GX0057.The horizontal coordinates were scaled from a topographic map and have
 GX0057.an estimated accuracy of +/- 6 seconds.
 GX0057
 GX0057.The orthometric height was determined by differential leveling
 GX0057.and adjusted by the National Geodetic Survey in June 1991..
 GX0057
 GX0057.The geoid height was determined by GEOID03.
 GX0057
 GX0057.The dynamic height is computed by dividing the NAVD 88
 GX0057.geopotential number by the normal gravity value computed on the
 GX0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0057.degrees latitude (g = 980.6199 gals.).
 GX0057
 GX0057.The modeled gravity was interpolated from observed gravity values.
 GX0057
 GX0057;                    North         East    Units  Estimated Accuracy
 GX0057;SPC WV S     -    85,410.      656,730.      MT  (+/- 180 meters Scaled)
 GX0057
 GX0057                          SUPERSEDED SURVEY CONTROL
 GX0057
 GX0057  NGVD 29 (??/??/92)  545.531  (m)         1789.80   (f) ADJ UNCH    1 2
 GX0057
 GX0057.Superseded values are not recommended for survey control.
 GX0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0057.See file dsdata.txt to determine how the superseded data were derived.
 GX0057
 GX0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB567802(NAD 83)
 GX0057_MARKER: DD = SURVEY DISK
 GX0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0057_SP_SET: OVERPASS
 GX0057_STAMPING: 1790
 GX0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0057
 GX0057  HISTORY     - Date     Condition        Report By
 GX0057  HISTORY     - UNK      MONUMENTED       USGS
 GX0057  HISTORY     - 1958     GOOD             NGS
 GX0057
 GX0057                          STATION DESCRIPTION
 GX0057
 GX0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0057'3.4 MI W FROM WHITE SULPHUR SPRINGS.
 GX0057'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE CHESAPEAKE
 GX0057'AND OHIO RAILWAY STATION AT WHITE SULPHUR SPRINGS, THENCE ABOUT
 GX0057'0.35 MILE SOUTH ALONG A BLACK TOP ROAD TO GREENBRIER STATE FOREST,
 GX0057'16 FEET WEST OF CENTER LINE OF ROAD, IN TOP OF THE WEST END OF
 GX0057'THE NORTH HEAD WALL TO THE CHESAPEAKE AND OHIO RAILWAY OVERPASS
 GX0057'OVER THE ROAD, 4 FEET EAST OF THE WEST END OF THE HEAD WALL, 1
 GX0057'FOOT SOUTH OF THE NORTH EDGE OF THE HEAD WALL, AND ABOUT 25 FEET
 GX0057'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1415 ***********************************************************************
 HW1415  DESIGNATION -  18
 HW1415  PID         -  HW1415
 HW1415  STATE/COUNTY-  WV/PENDLETON
 HW1415  USGS QUAD   -  CIRCLEVILLE (1995)
 HW1415
 HW1415                         *CURRENT SURVEY CONTROL
 HW1415  ___________________________________________________________________
 HW1415* NAD 83(1986)-  38 42 18.     (N)    079 24 02.     (W)     SCALED    
 HW1415* NAVD 88     -      1092.243  (meters)    3583.47   (feet)  ADJUSTED  
 HW1415  ___________________________________________________________________
 HW1415  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HW1415  DYNAMIC HT  -        1091.467 (meters)    3580.92  (feet)  COMP
 HW1415  MODELED GRAV-     979,877.1   (mgal)                       NAVD 88
 HW1415
 HW1415  VERT ORDER  -  SECOND    CLASS 0
 HW1415
 HW1415.The horizontal coordinates were scaled from a topographic map and have
 HW1415.an estimated accuracy of +/- 6 seconds.
 HW1415
 HW1415.The orthometric height was determined by differential leveling
 HW1415.and adjusted by the National Geodetic Survey in June 1991..
 HW1415
 HW1415.The geoid height was determined by GEOID03.
 HW1415
 HW1415.The dynamic height is computed by dividing the NAVD 88
 HW1415.geopotential number by the normal gravity value computed on the
 HW1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1415.degrees latitude (g = 980.6199 gals.).
 HW1415
 HW1415.The modeled gravity was interpolated from observed gravity values.
 HW1415
 HW1415;                    North         East    Units  Estimated Accuracy
 HW1415;SPC WV S     -   190,440.      739,120.      MT  (+/- 180 meters Scaled)
 HW1415
 HW1415                          SUPERSEDED SURVEY CONTROL
 HW1415
 HW1415  NGVD 29 (??/??/92) 1092.405  (m)         3584.00   (f) ADJ UNCH    2 0
 HW1415
 HW1415.Superseded values are not recommended for survey control.
 HW1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1415.See file dsdata.txt to determine how the superseded data were derived.
 HW1415
 HW1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC390852(NAD 83)
 HW1415_MARKER: Q = CHISELED SQUARE
 HW1415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1415_SP_SET: CULVERT
 HW1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1415
 HW1415  HISTORY     - Date     Condition        Report By
 HW1415  HISTORY     - UNK      MONUMENTED       WVHD
 HW1415  HISTORY     - 1934     GOOD             NGS
 HW1415  HISTORY     - 1954     MARK NOT FOUND   USE
 HW1415
 HW1415                          STATION DESCRIPTION
 HW1415
 HW1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1415'9.6 MI W FROM FRANKLIN.
 HW1415'9.6 MILES WEST ALONG U.S. HIGHWAY 33 FROM FRANKLIN, PENDLETON
 HW1415'COUNTY, AT THE TOP OF NORTH FORK MOUNTAIN, 60 YARDS NORTH
 HW1415'OF THE ELEVATION SIGN, ON THE TOP OF THE INNER END OF A SMALL
 HW1415'CULVERT, 6 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 HW1415'LEVEL WITH THE HIGHWAY.  A CHISELED SQUARE.
 HW1415
 HW1415                          STATION RECOVERY (1954)
 HW1415
 HW1415'RECOVERY NOTE BY US ENGINEERS 1954
 HW1415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0534 ***********************************************************************
 HX0534  DESIGNATION -  18
 HX0534  PID         -  HX0534
 HX0534  STATE/COUNTY-  WV/WEBSTER
 HX0534  USGS QUAD   -  BERGOO (1995)
 HX0534
 HX0534                         *CURRENT SURVEY CONTROL
 HX0534  ___________________________________________________________________
 HX0534* NAD 83(1986)-  38 28 40.     (N)    080 22 08.     (W)     SCALED    
 HX0534* NAVD 88     -       609.804  (meters)    2000.67   (feet)  ADJUSTED  
 HX0534  ___________________________________________________________________
 HX0534  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX0534  DYNAMIC HT  -         609.340 (meters)    1999.14  (feet)  COMP
 HX0534  MODELED GRAV-     979,848.0   (mgal)                       NAVD 88
 HX0534
 HX0534  VERT ORDER  -  SECOND    CLASS 0
 HX0534
 HX0534.The horizontal coordinates were scaled from a topographic map and have
 HX0534.an estimated accuracy of +/- 6 seconds.
 HX0534
 HX0534.The orthometric height was determined by differential leveling
 HX0534.and adjusted by the National Geodetic Survey in June 1991..
 HX0534
 HX0534.The geoid height was determined by GEOID03.
 HX0534
 HX0534.The dynamic height is computed by dividing the NAVD 88
 HX0534.geopotential number by the normal gravity value computed on the
 HX0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0534.degrees latitude (g = 980.6199 gals.).
 HX0534
 HX0534.The modeled gravity was interpolated from observed gravity values.
 HX0534
 HX0534;                    North         East    Units  Estimated Accuracy
 HX0534;SPC WV S     -   164,210.      655,070.      MT  (+/- 180 meters Scaled)
 HX0534
 HX0534                          SUPERSEDED SURVEY CONTROL
 HX0534
 HX0534  NGVD 29 (??/??/92)  609.927  (m)         2001.07   (f) ADJ UNCH    2 0
 HX0534
 HX0534.Superseded values are not recommended for survey control.
 HX0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0534.See file dsdata.txt to determine how the superseded data were derived.
 HX0534
 HX0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC550590(NAD 83)
 HX0534_MARKER: Q = CHISELED SQUARE
 HX0534_SETTING: 66 = SET IN ROCK OUTCROP
 HX0534_SP_SET: ROCK LEDGE
 HX0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0534+STABILITY: POSITION/ELEVATION WELL
 HX0534
 HX0534  HISTORY     - Date     Condition        Report By
 HX0534  HISTORY     - UNK      MONUMENTED       WVHD
 HX0534  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0534
 HX0534                          STATION DESCRIPTION
 HX0534
 HX0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0534'4 MI NE FROM WEBSTER SPRINGS.
 HX0534'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM WEBSTER SPRINGS,
 HX0534'WEBSTER COUNTY, 30 YARDS NORTH OF THE BURGOO ROAD, 8 YARDS WEST
 HX0534'OF THE CENTERLINE OF THE HIGHWAY, ON THE TOP OF A ROCK LEDGE,
 HX0534'AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.  A CHISELED SQUARE,
 HX0534'MARKED BY THE PAINTED LETTERS 2000.34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0725 ***********************************************************************
 JX0725  DESIGNATION -  180
 JX0725  PID         -  JX0725
 JX0725  STATE/COUNTY-  WV/MARSHALL
 JX0725  USGS QUAD   -  CAMERON (1988)
 JX0725
 JX0725                         *CURRENT SURVEY CONTROL
 JX0725  ___________________________________________________________________
 JX0725* NAD 83(1986)-  39 50 08.     (N)    080 36 05.     (W)     SCALED    
 JX0725* NAVD 88     -       303.495  (meters)     995.72   (feet)  ADJUSTED  
 JX0725  ___________________________________________________________________
 JX0725  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JX0725  DYNAMIC HT  -         303.319 (meters)     995.14  (feet)  COMP
 JX0725  MODELED GRAV-     980,038.1   (mgal)                       NAVD 88
 JX0725
 JX0725  VERT ORDER  -  SECOND    CLASS 0
 JX0725
 JX0725.The horizontal coordinates were scaled from a topographic map and have
 JX0725.an estimated accuracy of +/- 6 seconds.
 JX0725
 JX0725.The orthometric height was determined by differential leveling
 JX0725.and adjusted by the National Geodetic Survey in June 1991..
 JX0725
 JX0725.The geoid height was determined by GEOID03.
 JX0725
 JX0725.The dynamic height is computed by dividing the NAVD 88
 JX0725.geopotential number by the normal gravity value computed on the
 JX0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0725.degrees latitude (g = 980.6199 gals.).
 JX0725
 JX0725.The modeled gravity was interpolated from observed gravity values.
 JX0725
 JX0725;                    North         East    Units  Estimated Accuracy
 JX0725;SPC WV N     -   148,850.      505,730.      MT  (+/- 180 meters Scaled)
 JX0725
 JX0725                          SUPERSEDED SURVEY CONTROL
 JX0725
 JX0725  NGVD 29 (??/??/92)  303.630  (m)          996.16   (f) ADJ UNCH    2 0
 JX0725
 JX0725.Superseded values are not recommended for survey control.
 JX0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0725.See file dsdata.txt to determine how the superseded data were derived.
 JX0725
 JX0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE341095(NAD 83)
 JX0725_MARKER: B = BOLT
 JX0725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0725_SP_SET: BRIDGE
 JX0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0725
 JX0725  HISTORY     - Date     Condition        Report By
 JX0725  HISTORY     - UNK      MONUMENTED       BORR
 JX0725  HISTORY     - 1957     GOOD             NGS
 JX0725
 JX0725                          STATION DESCRIPTION
 JX0725
 JX0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0725'AT LOUDENVILLE.
 JX0725'AT LOUDENVILLE, ABOUT 0.1 MILE NORTHWEST ALONG THE BALTIMORE
 JX0725'AND OHIO RAILROAD FROM THE STATION SIGN AND ROAD CROSSING,
 JX0725'NEAR MILEAGE POLE NO. 353+36, A 3/8-INCH COPPER BOLT IN THE TOP
 JX0725'OF THE NORTHEAST END OF THE STONE MASONRY BRIDGE SEAT OF THE
 JX0725'NORTHWEST CONCRETE AND STONE ABUTMENT OF STEEL PLATE BRIDGE
 JX0725'NO. 139 OVER NORTH FORK OF GRAVE CREEK, 8 FEET NORTHEAST OF
 JX0725'NORTHEAST RAIL, 1 1/2 FEET NORTHEAST OF STEEL PLATE OF BRIDGE
 JX0725'AND 4 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0366 ***********************************************************************
 HX0366  DESIGNATION -  1802
 HX0366  PID         -  HX0366
 HX0366  STATE/COUNTY-  WV/UPSHUR
 HX0366  USGS QUAD   -  ALTON (1989)
 HX0366
 HX0366                         *CURRENT SURVEY CONTROL
 HX0366  ___________________________________________________________________
 HX0366* NAD 83(1986)-  38 49 23.     (N)    080 13 01.     (W)     SCALED    
 HX0366* NAVD 88     -       549.130  (meters)    1801.60   (feet)  ADJUSTED  
 HX0366  ___________________________________________________________________
 HX0366  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HX0366  DYNAMIC HT  -         548.742 (meters)    1800.33  (feet)  COMP
 HX0366  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 HX0366
 HX0366  VERT ORDER  -  SECOND    CLASS 0
 HX0366
 HX0366.The horizontal coordinates were scaled from a topographic map and have
 HX0366.an estimated accuracy of +/- 6 seconds.
 HX0366
 HX0366.The orthometric height was determined by differential leveling
 HX0366.and adjusted by the National Geodetic Survey in June 1991..
 HX0366
 HX0366.The geoid height was determined by GEOID03.
 HX0366
 HX0366.The dynamic height is computed by dividing the NAVD 88
 HX0366.geopotential number by the normal gravity value computed on the
 HX0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0366.degrees latitude (g = 980.6199 gals.).
 HX0366
 HX0366.The modeled gravity was interpolated from observed gravity values.
 HX0366
 HX0366;                    North         East    Units  Estimated Accuracy
 HX0366;SPC WV S     -   202,630.      668,000.      MT  (+/- 180 meters Scaled)
 HX0366
 HX0366                          SUPERSEDED SURVEY CONTROL
 HX0366
 HX0366  NGVD 29 (??/??/92)  549.297  (m)         1802.15   (f) ADJ UNCH    2 0
 HX0366
 HX0366.Superseded values are not recommended for survey control.
 HX0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0366.See file dsdata.txt to determine how the superseded data were derived.
 HX0366
 HX0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC679974(NAD 83)
 HX0366_MARKER: DD = SURVEY DISK
 HX0366_SETTING: 80 = SET IN A BOULDER
 HX0366_SP_SET: BOULDER
 HX0366_STAMPING: 1802 1911
 HX0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0366+STABILITY: SURFACE MOTION
 HX0366
 HX0366  HISTORY     - Date     Condition        Report By
 HX0366  HISTORY     - 1911     MONUMENTED       USGS
 HX0366  HISTORY     - 1962     GOOD             NGS
 HX0366  HISTORY     - 1975     GOOD             BAKER
 HX0366
 HX0366                          STATION DESCRIPTION
 HX0366
 HX0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0366'0.3 MI N FROM ALTON.
 HX0366'ABOUT 0.3 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0366'FROM THE POST OFFICE AT ALTON, SET ABOUT MIDWAYS BETWEEN TWO
 HX0366'CURVES OF THE TRACK, SET ON TOP OF AN EMBEDDED ROCK THAT IS
 HX0366'ABOUT 10-BY 22 FOOT LONG AND 2 1/2 FOOT HIGH, 16 FEET NORTHWEST
 HX0366'OF THE NORTHWEST RAIL, 11 1/2 RAILS NORTHEAST OF MILEPOST 13,
 HX0366'AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK.
 HX0366
 HX0366                          STATION RECOVERY (1975)
 HX0366
 HX0366'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 HX0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0095 ***********************************************************************
 HX0095  DESIGNATION -  1810
 HX0095  PID         -  HX0095
 HX0095  STATE/COUNTY-  WV/UPSHUR
 HX0095  USGS QUAD   -  BUCKHANNON (1989)
 HX0095
 HX0095                         *CURRENT SURVEY CONTROL
 HX0095  ___________________________________________________________________
 HX0095* NAD 83(1986)-  38 55 44.     (N)    080 08 54.     (W)     SCALED    
 HX0095* NAVD 88     -       551.460  (meters)    1809.25   (feet)  ADJUSTED  
 HX0095  ___________________________________________________________________
 HX0095  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 HX0095  DYNAMIC HT  -         551.084 (meters)    1808.01  (feet)  COMP
 HX0095  MODELED GRAV-     979,927.3   (mgal)                       NAVD 88
 HX0095
 HX0095  VERT ORDER  -  SECOND    CLASS 0
 HX0095
 HX0095.The horizontal coordinates were scaled from a topographic map and have
 HX0095.an estimated accuracy of +/- 6 seconds.
 HX0095
 HX0095.The orthometric height was determined by differential leveling
 HX0095.and adjusted by the National Geodetic Survey in June 1991..
 HX0095
 HX0095.The geoid height was determined by GEOID03.
 HX0095
 HX0095.The dynamic height is computed by dividing the NAVD 88
 HX0095.geopotential number by the normal gravity value computed on the
 HX0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0095.degrees latitude (g = 980.6199 gals.).
 HX0095
 HX0095.The modeled gravity was interpolated from observed gravity values.
 HX0095
 HX0095;                    North         East    Units  Estimated Accuracy
 HX0095;SPC WV S     -   214,430.      673,850.      MT  (+/- 180 meters Scaled)
 HX0095
 HX0095                          SUPERSEDED SURVEY CONTROL
 HX0095
 HX0095  NGVD 29 (??/??/92)  551.650  (m)         1809.87   (f) ADJ UNCH    2 0
 HX0095
 HX0095.Superseded values are not recommended for survey control.
 HX0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0095.See file dsdata.txt to determine how the superseded data were derived.
 HX0095
 HX0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND738092(NAD 83)
 HX0095_MARKER: Z = SEE DESCRIPTION
 HX0095_SETTING: 80 = SET IN A BOULDER
 HX0095_SP_SET: BOULDER
 HX0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0095+STABILITY: SURFACE MOTION
 HX0095
 HX0095  HISTORY     - Date     Condition        Report By
 HX0095  HISTORY     - UNK      MONUMENTED       USGS
 HX0095  HISTORY     - 1935     GOOD             NGS
 HX0095
 HX0095                          STATION DESCRIPTION
 HX0095
 HX0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX0095'4.4 MI W FROM MIDVALE.
 HX0095'IN UPSHUR COUNTY, 4.4 MILES WEST ALONG THE BALTIMORE AND OHIO
 HX0095'RAILROAD FROM THE STATION AT MIDVALE, RANDOLPH COUNTY, 0.8 MILE
 HX0095'NORTHEAST OF THE STATION AT GOODWIN, ABOUT 90 FEET SOUTH OF POLE
 HX0095'150+25, AT THE SOUTH END OF A ROCKCUT, AT AN EAST-WEST ROAD
 HX0095'CROSSING, 20 FEET EAST OF THE CENTER LINE OF THE TRACK, 20 FEET
 HX0095'NORTH OF THE CENTERLINE OF THE ROAD, AND ON THE TOP OF A SMALL
 HX0095'BOULDER.  A CHISELED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0084 ***********************************************************************
 GX0084  DESIGNATION -  1815
 GX0084  PID         -  GX0084
 GX0084  STATE/COUNTY-  WV/GREENBRIER
 GX0084  USGS QUAD   -  ANTHONY (1995)
 GX0084
 GX0084                         *CURRENT SURVEY CONTROL
 GX0084  ___________________________________________________________________
 GX0084* NAD 83(1986)-  37 54 42.     (N)    080 18 54.     (W)     SCALED    
 GX0084* NAVD 88     -       553.034  (meters)    1814.41   (feet)  ADJUSTED  
 GX0084  ___________________________________________________________________
 GX0084  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX0084  DYNAMIC HT  -         552.573 (meters)    1812.90  (feet)  COMP
 GX0084  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 GX0084
 GX0084  VERT ORDER  -  FIRST     CLASS II
 GX0084
 GX0084.The horizontal coordinates were scaled from a topographic map and have
 GX0084.an estimated accuracy of +/- 6 seconds.
 GX0084
 GX0084.The orthometric height was determined by differential leveling
 GX0084.and adjusted by the National Geodetic Survey in June 1991..
 GX0084
 GX0084.The geoid height was determined by GEOID03.
 GX0084
 GX0084.The dynamic height is computed by dividing the NAVD 88
 GX0084.geopotential number by the normal gravity value computed on the
 GX0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0084.degrees latitude (g = 980.6199 gals.).
 GX0084
 GX0084.The modeled gravity was interpolated from observed gravity values.
 GX0084
 GX0084;                    North         East    Units  Estimated Accuracy
 GX0084;SPC WV S     -   101,410.      660,230.      MT  (+/- 180 meters Scaled)
 GX0084
 GX0084                          SUPERSEDED SURVEY CONTROL
 GX0084
 GX0084  NGVD 29 (??/??/92)  553.173  (m)         1814.87   (f) ADJ UNCH    1 2
 GX0084
 GX0084.Superseded values are not recommended for survey control.
 GX0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0084.See file dsdata.txt to determine how the superseded data were derived.
 GX0084
 GX0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB602962(NAD 83)
 GX0084_MARKER: DD = SURVEY DISK
 GX0084_SETTING: 80 = SET IN A BOULDER
 GX0084_SP_SET: BOULDER
 GX0084_STAMPING: 1815 W VA 1920
 GX0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0084+STABILITY: SURFACE MOTION
 GX0084
 GX0084  HISTORY     - Date     Condition        Report By
 GX0084  HISTORY     - 1920     MONUMENTED       USGS
 GX0084  HISTORY     - 1933     GOOD             NGS
 GX0084  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0084  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0084
 GX0084                          STATION DESCRIPTION
 GX0084
 GX0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GX0084'AT WOODMAN.
 GX0084'AT WOODMAN, GREENBRIER COUNTY, 40 FEET NORTHEAST OF THE CHESAPEAKE
 GX0084'AND OHIO RAILWAY STATION, 30 FEET EAST OF THE TRACK, IN THE
 GX0084'TOP OF AN EMBEDDED BOULDER, AND 6 FEET LOWER THAN THE RAIL.
 GX0084'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1815
 GX0084'W VA 1920.
 GX0084
 GX0084                          STATION RECOVERY (1983)
 GX0084
 GX0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0084'MARK NOT FOUND.
 GX0084
 GX0084                          STATION RECOVERY (1983)
 GX0084
 GX0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0022 ***********************************************************************
 HY0022  DESIGNATION -  182+20 BORR
 HY0022  PID         -  HY0022
 HY0022  STATE/COUNTY-  WV/MASON
 HY0022  USGS QUAD   -  APPLE GROVE (1987)
 HY0022
 HY0022                         *CURRENT SURVEY CONTROL
 HY0022  ___________________________________________________________________
 HY0022* NAD 83(1986)-  38 43 54.     (N)    082 10 48.     (W)     SCALED    
 HY0022* NAVD 88     -       170.859  (meters)     560.56   (feet)  ADJUSTED  
 HY0022  ___________________________________________________________________
 HY0022  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HY0022  DYNAMIC HT  -         170.750 (meters)     560.20  (feet)  COMP
 HY0022  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 HY0022
 HY0022  VERT ORDER  -  FIRST     CLASS II
 HY0022
 HY0022.The horizontal coordinates were scaled from a topographic map and have
 HY0022.an estimated accuracy of +/- 6 seconds.
 HY0022
 HY0022.The orthometric height was determined by differential leveling
 HY0022.and adjusted by the National Geodetic Survey in June 1991..
 HY0022
 HY0022.The geoid height was determined by GEOID03.
 HY0022
 HY0022.The dynamic height is computed by dividing the NAVD 88
 HY0022.geopotential number by the normal gravity value computed on the
 HY0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0022.degrees latitude (g = 980.6199 gals.).
 HY0022
 HY0022.The modeled gravity was interpolated from observed gravity values.
 HY0022
 HY0022;                    North         East    Units  Estimated Accuracy
 HY0022;SPC WV S     -   192,850.      497,400.      MT  (+/- 180 meters Scaled)
 HY0022
 HY0022                          SUPERSEDED SURVEY CONTROL
 HY0022
 HY0022.No superseded survey control is available for this station.
 HY0022
 HY0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC974876(NAD 83)
 HY0022_MARKER: Z = SEE DESCRIPTION
 HY0022_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HY0022_MARK LOGO: BORR  
 HY0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0022
 HY0022  HISTORY     - Date     Condition        Report By
 HY0022  HISTORY     - UNK      MONUMENTED       BORR
 HY0022  HISTORY     - 1956     GOOD             NGS
 HY0022  HISTORY     - 1976     GOOD             NGS
 HY0022  HISTORY     - 1984     GOOD             NGS
 HY0022
 HY0022                          STATION DESCRIPTION
 HY0022
 HY0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0022'2.6 MI S FROM BEALE.
 HY0022'ABOUT 2.6 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0022'THE SCHOOL AT BEALE, IN THE TOP OF EAST END OF NORTH CONCRETE
 HY0022'ABUTMENT OF RAILROAD BRIDGE NO. 182.3 OVER CRAB CREEK, 8 1/2
 HY0022'FEET EAST OF EAST RAIL, 3/4 FEET WEST OF EAST END OF THE NORTH
 HY0022'CONCRETE ABUTMENT AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
 HY0022
 HY0022                          STATION RECOVERY (1976)
 HY0022
 HY0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0022'RECOVERED IN GOOD CONDITION.
 HY0022
 HY0022                          STATION RECOVERY (1984)
 HY0022
 HY0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0022'RECOVERED IN GOOD CONDITION, THE MARK IS A 3/4 INCH BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0624 ***********************************************************************
 HY0624  DESIGNATION -  183 JJS
 HY0624  PID         -  HY0624
 HY0624  STATE/COUNTY-  WV/PUTNAM
 HY0624  USGS QUAD   -  HURRICANE (1989)
 HY0624
 HY0624                         *CURRENT SURVEY CONTROL
 HY0624  ___________________________________________________________________
 HY0624* NAD 83(1986)-  38 27 25.     (N)    082 01 49.     (W)     SCALED    
 HY0624* NAVD 88     -       196.310  (meters)     644.06   (feet)  POSTED    
 HY0624  ___________________________________________________________________
 HY0624  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HY0624  DYNAMIC HT  -         196.180 (meters)     643.63  (feet)  COMP
 HY0624  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 HY0624
 HY0624  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0624
 HY0624.The horizontal coordinates were scaled from a topographic map and have
 HY0624.an estimated accuracy of +/- 6 seconds.
 HY0624
 HY0624.The orthometric height was determined by differential leveling
 HY0624.and adjusted by the National Geodetic Survey in 1992..
 HY0624.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0624.rate of 2.1 thru 3.0 mm/km.
 HY0624
 HY0624.The geoid height was determined by GEOID03.
 HY0624
 HY0624.The dynamic height is computed by dividing the NAVD 88
 HY0624.geopotential number by the normal gravity value computed on the
 HY0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0624.degrees latitude (g = 980.6199 gals.).
 HY0624
 HY0624.The modeled gravity was interpolated from observed gravity values.
 HY0624
 HY0624;                    North         East    Units  Estimated Accuracy
 HY0624;SPC WV S     -   162,210.      510,080.      MT  (+/- 180 meters Scaled)
 HY0624
 HY0624                          SUPERSEDED SURVEY CONTROL
 HY0624
 HY0624  NGVD 29 (??/??/92)  196.493  (m)          644.66   (f) ADJ UNCH    2 0
 HY0624
 HY0624.Superseded values are not recommended for survey control.
 HY0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0624.See file dsdata.txt to determine how the superseded data were derived.
 HY0624
 HY0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC101570(NAD 83)
 HY0624_MARKER: DD = SURVEY DISK
 HY0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0624_STAMPING: 183 JJS 645 1956
 HY0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0624+STABILITY: SURFACE MOTION
 HY0624
 HY0624  HISTORY     - Date     Condition        Report By
 HY0624  HISTORY     - 1956     MONUMENTED       USGS
 HY0624  HISTORY     - 1956     GOOD             NGS
 HY0624
 HY0624                          STATION DESCRIPTION
 HY0624
 HY0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0624'2.6 MI N FROM HURRICANE.
 HY0624'ABOUT 0.65 MILE NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 HY0624'WINFIELD FROM THE CHESAPEAKE AND OHIO RAILWAY STATION AT HURRICANE,
 HY0624'THENCE ABOUT 1.9 MILES NORTHWEST AND NORTH ALONG BLACK TOP AND
 HY0624'GRAVEL ROAD, 175 FEET NORTHWEST OF CENTER OF JUNCTION OF A ROAD
 HY0624'WEST AND UPSTREAM ALONG COON CREEK, 24 FEET WEST-SOUTHWEST OF
 HY0624'CENTER LINE OF ROAD, 105 FEET SOUTHEAST OF SOUTHEAST PORCH CORNER
 HY0624'OF A HOUSE WHICH IS UNDER CONSTRUCTION IN 1956, 3 1/2 FEET SOUTHWEST
 HY0624'OF SOUTHWEST CORNER OF A SCHOOL BUS WAITING BOOTH, ABOUT 1/2 FOOT
 HY0624'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY0624'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0081 ***********************************************************************
 GX0081  DESIGNATION -  1855
 GX0081  PID         -  GX0081
 GX0081  STATE/COUNTY-  WV/GREENBRIER
 GX0081  USGS QUAD   -  ANTHONY (1995)
 GX0081
 GX0081                         *CURRENT SURVEY CONTROL
 GX0081  ___________________________________________________________________
 GX0081* NAD 83(1986)-  37 57 11.     (N)    080 20 51.     (W)     SCALED    
 GX0081* NAVD 88     -       565.287  (meters)    1854.61   (feet)  ADJUSTED  
 GX0081  ___________________________________________________________________
 GX0081  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX0081  DYNAMIC HT  -         564.816 (meters)    1853.07  (feet)  COMP
 GX0081  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 GX0081
 GX0081  VERT ORDER  -  FIRST     CLASS II
 GX0081
 GX0081.The horizontal coordinates were scaled from a topographic map and have
 GX0081.an estimated accuracy of +/- 6 seconds.
 GX0081
 GX0081.The orthometric height was determined by differential leveling
 GX0081.and adjusted by the National Geodetic Survey in June 1991..
 GX0081
 GX0081.The geoid height was determined by GEOID03.
 GX0081
 GX0081.The dynamic height is computed by dividing the NAVD 88
 GX0081.geopotential number by the normal gravity value computed on the
 GX0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0081.degrees latitude (g = 980.6199 gals.).
 GX0081
 GX0081.The modeled gravity was interpolated from observed gravity values.
 GX0081
 GX0081;                    North         East    Units  Estimated Accuracy
 GX0081;SPC WV S     -   105,980.      657,340.      MT  (+/- 180 meters Scaled)
 GX0081
 GX0081                          SUPERSEDED SURVEY CONTROL
 GX0081
 GX0081  NGVD 29 (??/??/92)  565.421  (m)         1855.05   (f) ADJ UNCH    1 2
 GX0081
 GX0081.Superseded values are not recommended for survey control.
 GX0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0081.See file dsdata.txt to determine how the superseded data were derived.
 GX0081
 GX0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC573008(NAD 83)
 GX0081_MARKER: DD = SURVEY DISK
 GX0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0081_SP_SET: BRIDGE
 GX0081_STAMPING: W VA 1855 1920
 GX0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0081
 GX0081  HISTORY     - Date     Condition        Report By
 GX0081  HISTORY     - 1920     MONUMENTED       USGS
 GX0081  HISTORY     - 1961     GOOD             NGS
 GX0081  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0081  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0081
 GX0081                          STATION DESCRIPTION
 GX0081
 GX0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0081'AT SPRING CREEK.
 GX0081'AT SPRING CREEK, ALONG THE CHESAPEAKE AND OHIO RAILWAY, SET
 GX0081'ON TOP OF THE EAST END OF THE SOUTH BRIDGE SEAT OF BRIDGE NO.
 GX0081'21.6 OVER SPRING CREEK, 12 FEET EAST OF THE EAST RAIL, 1 FOOT
 GX0081'NORTH OF THE SOUTH EDGE OF THE BRIDGE SEAT AND 4 FEET BELOW
 GX0081'THE LEVEL OF THE TRACK.
 GX0081
 GX0081                          STATION RECOVERY (1983)
 GX0081
 GX0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0081'MARK NOT FOUND.
 GX0081
 GX0081                          STATION RECOVERY (1983)
 GX0081
 GX0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0753 ***********************************************************************
 JW0753  DESIGNATION -  1856
 JW0753  PID         -  JW0753
 JW0753  STATE/COUNTY-  WV/MINERAL
 JW0753  USGS QUAD   -  MOUNT STORM (1981)
 JW0753
 JW0753                         *CURRENT SURVEY CONTROL
 JW0753  ___________________________________________________________________
 JW0753* NAD 83(1986)-  39 21 30.     (N)    079 14 15.     (W)     SCALED    
 JW0753* NAVD 88     -       566.002  (meters)    1856.96   (feet)  ADJUSTED  
 JW0753  ___________________________________________________________________
 JW0753  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JW0753  DYNAMIC HT  -         565.601 (meters)    1855.64  (feet)  COMP
 JW0753  MODELED GRAV-     979,900.6   (mgal)                       NAVD 88
 JW0753
 JW0753  VERT ORDER  -  SECOND    CLASS 0
 JW0753
 JW0753.The horizontal coordinates were scaled from a topographic map and have
 JW0753.an estimated accuracy of +/- 6 seconds.
 JW0753
 JW0753.The orthometric height was determined by differential leveling
 JW0753.and adjusted by the National Geodetic Survey in June 1991..
 JW0753
 JW0753.The geoid height was determined by GEOID03.
 JW0753
 JW0753.The dynamic height is computed by dividing the NAVD 88
 JW0753.geopotential number by the normal gravity value computed on the
 JW0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0753.degrees latitude (g = 980.6199 gals.).
 JW0753
 JW0753.The modeled gravity was interpolated from observed gravity values.
 JW0753
 JW0753;                    North         East    Units  Estimated Accuracy
 JW0753;SPC WV N     -    95,320.      622,620.      MT  (+/- 180 meters Scaled)
 JW0753
 JW0753                          SUPERSEDED SURVEY CONTROL
 JW0753
 JW0753  NGVD 29 (??/??/92)  566.135  (m)         1857.39   (f) ADJ UNCH    2 0
 JW0753
 JW0753.Superseded values are not recommended for survey control.
 JW0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0753.See file dsdata.txt to determine how the superseded data were derived.
 JW0753
 JW0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD518580(NAD 83)
 JW0753_MARKER: DD = SURVEY DISK
 JW0753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0753_SP_SET: BRIDGE
 JW0753_STAMPING: 1856 1919
 JW0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0753
 JW0753  HISTORY     - Date     Condition        Report By
 JW0753  HISTORY     - 1919     MONUMENTED       USGS
 JW0753  HISTORY     - 1935     GOOD             NGS
 JW0753
 JW0753                          STATION DESCRIPTION
 JW0753
 JW0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0753'2.3 MI NE FROM SCHELL.
 JW0753'2.3 MILES NORTHEAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0753'SECTION TOOLHOUSE AT SCHELL, MINERAL COUNTY, 0.2 MILE NORTH OF
 JW0753'HUBBARD, 42 FEET NORTHWEST OF A WATER TOWER, AT A CONCRETE BRIDGE
 JW0753'OVER MAPLE RUN, IN THE TOP OF THE NORTHWEST END OF THE SOUTHEAST
 JW0753'ABUTMENT, 15 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 3
 JW0753'FEET LOWER THAN THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD
 JW0753'DISK, STAMPED 1856 1919.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0822 ***********************************************************************
 JW0822  DESIGNATION -  1862
 JW0822  PID         -  JW0822
 JW0822  STATE/COUNTY-  WV/PRESTON
 JW0822  USGS QUAD   -  KINGWOOD (1976)
 JW0822
 JW0822                         *CURRENT SURVEY CONTROL
 JW0822  ___________________________________________________________________
 JW0822* NAD 83(1986)-  39 28 19.     (N)    079 41 14.     (W)     SCALED    
 JW0822* NAVD 88     -       567.680  (meters)    1862.46   (feet)  ADJUSTED  
 JW0822  ___________________________________________________________________
 JW0822  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JW0822  DYNAMIC HT  -         567.315 (meters)    1861.27  (feet)  COMP
 JW0822  MODELED GRAV-     979,965.6   (mgal)                       NAVD 88
 JW0822
 JW0822  VERT ORDER  -  SECOND    CLASS 0
 JW0822
 JW0822.The horizontal coordinates were scaled from a topographic map and have
 JW0822.an estimated accuracy of +/- 6 seconds.
 JW0822
 JW0822.The orthometric height was determined by differential leveling
 JW0822.and adjusted by the National Geodetic Survey in June 1991..
 JW0822
 JW0822.The geoid height was determined by GEOID03.
 JW0822
 JW0822.The dynamic height is computed by dividing the NAVD 88
 JW0822.geopotential number by the normal gravity value computed on the
 JW0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0822.degrees latitude (g = 980.6199 gals.).
 JW0822
 JW0822.The modeled gravity was interpolated from observed gravity values.
 JW0822
 JW0822;                    North         East    Units  Estimated Accuracy
 JW0822;SPC WV N     -   107,920.      583,890.      MT  (+/- 180 meters Scaled)
 JW0822
 JW0822                          SUPERSEDED SURVEY CONTROL
 JW0822
 JW0822  NGVD 29 (??/??/92)  567.832  (m)         1862.96   (f) ADJ UNCH    2 0
 JW0822
 JW0822.Superseded values are not recommended for survey control.
 JW0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0822.See file dsdata.txt to determine how the superseded data were derived.
 JW0822
 JW0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD129699(NAD 83)
 JW0822_MARKER: DD = SURVEY DISK
 JW0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0822_SP_SET: WATER TABLE
 JW0822_STAMPING: 1862 ADJ 1920
 JW0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0822
 JW0822  HISTORY     - Date     Condition        Report By
 JW0822  HISTORY     - 1920     MONUMENTED       USGS
 JW0822  HISTORY     - 1935     GOOD             NGS
 JW0822  HISTORY     - 19951021 GOOD             USPSQD
 JW0822
 JW0822                          STATION DESCRIPTION
 JW0822
 JW0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0822'AT KINGWOOD.
 JW0822'AT KINGWOOD, PRESTON COUNTY, AT THE SOUTHWEST CORNER OF THE
 JW0822'INTERSECTION OF PRICE AND MAIN STREETS, AT THE KINGWOOD NATIONAL
 JW0822'BANK, EAST OF THE FRONT DOOR, AND IN THE FACE OF THE WATER TABLE.
 JW0822'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1862 ADJ
 JW0822'1920 AND SET VERTICALLY.
 JW0822
 JW0822                          STATION RECOVERY (1995)
 JW0822
 JW0822'RECOVERY NOTE BY US POWER SQUADRON 1995
 JW0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1888 ***********************************************************************
 HW1888  DESIGNATION -  1865 USGS
 HW1888  PID         -  HW1888
 HW1888  STATE/COUNTY-  WV/RANDOLPH
 HW1888  USGS QUAD   -  JUNIOR (1976)
 HW1888
 HW1888                         *CURRENT SURVEY CONTROL
 HW1888  ___________________________________________________________________
 HW1888* NAD 83(1986)-  38 56 20.     (N)    079 57 36.     (W)     SCALED    
 HW1888* NAVD 88     -       568.356  (meters)    1864.68   (feet)  ADJUSTED  
 HW1888  ___________________________________________________________________
 HW1888  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HW1888  DYNAMIC HT  -         567.956 (meters)    1863.37  (feet)  COMP
 HW1888  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
 HW1888
 HW1888  VERT ORDER  -  FIRST     CLASS II
 HW1888
 HW1888.The horizontal coordinates were scaled from a topographic map and have
 HW1888.an estimated accuracy of +/- 6 seconds.
 HW1888
 HW1888.The orthometric height was determined by differential leveling
 HW1888.and adjusted by the National Geodetic Survey in June 1991..
 HW1888
 HW1888.The geoid height was determined by GEOID03.
 HW1888
 HW1888.The dynamic height is computed by dividing the NAVD 88
 HW1888.geopotential number by the normal gravity value computed on the
 HW1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1888.degrees latitude (g = 980.6199 gals.).
 HW1888
 HW1888.The modeled gravity was interpolated from observed gravity values.
 HW1888
 HW1888;                    North         East    Units  Estimated Accuracy
 HW1888;SPC WV S     -   215,710.      690,170.      MT  (+/- 180 meters Scaled)
 HW1888
 HW1888                          SUPERSEDED SURVEY CONTROL
 HW1888
 HW1888  NGVD 29 (??/??/92)  568.527  (m)         1865.24   (f) ADJ UNCH    1 2
 HW1888
 HW1888.Superseded values are not recommended for survey control.
 HW1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1888.See file dsdata.txt to determine how the superseded data were derived.
 HW1888
 HW1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND901105(NAD 83)
 HW1888_MARKER: DD = SURVEY DISK
 HW1888_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HW1888_STAMPING: 1865 1903 ADJ
 HW1888_MARK LOGO: USGS  
 HW1888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1888
 HW1888  HISTORY     - Date     Condition        Report By
 HW1888  HISTORY     - 1903     MONUMENTED       USGS
 HW1888  HISTORY     - 1962     GOOD             NGS
 HW1888  HISTORY     - 1983     GOOD             NGS
 HW1888
 HW1888                          STATION DESCRIPTION
 HW1888
 HW1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1888'0.6 MI NE FROM NORTON.
 HW1888'ABOUT 0.5 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW1888'OFFICE AT NORTON, THENCE ABOUT 0.1 MILE SOUTHEAST ALONG THE
 HW1888'BALTIMORE AND OHIO RAILROAD, THENCE ABOUT 100 YARDS NORTH ALONG
 HW1888'THE WESTERN MARYLAND RAILWAY, SET ON TOP OF THE NORTHEAST END OF
 HW1888'THE NORTHWEST STONE ABUTMENT OF A STEEL BRIDGE OVER THE TYGART
 HW1888'RIVER, 8 FEET NORTHEAST OF THE NORTHEAST RAIL, 220 FEET SOUTHEAST
 HW1888'OF BENCH MARK R 2 RESET, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF
 HW1888'THE TRACK.
 HW1888
 HW1888                          STATION RECOVERY (1983)
 HW1888
 HW1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1399 ***********************************************************************
 GX1399  DESIGNATION -  1868
 GX1399  PID         -  GX1399
 GX1399  STATE/COUNTY-  WV/MERCER
 GX1399  USGS QUAD   -  PRINCETON (1976)
 GX1399
 GX1399                         *CURRENT SURVEY CONTROL
 GX1399  ___________________________________________________________________
 GX1399* NAD 83(1986)-  37 18 46.     (N)    081 01 38.     (W)     SCALED    
 GX1399* NAVD 88     -       569.323  (meters)    1867.85   (feet)  ADJUSTED  
 GX1399  ___________________________________________________________________
 GX1399  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX1399  DYNAMIC HT  -         568.811 (meters)    1866.17  (feet)  COMP
 GX1399  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 GX1399
 GX1399  VERT ORDER  -  FIRST     CLASS II
 GX1399
 GX1399.The horizontal coordinates were scaled from a topographic map and have
 GX1399.an estimated accuracy of +/- 6 seconds.
 GX1399
 GX1399.The orthometric height was determined by differential leveling
 GX1399.and adjusted by the National Geodetic Survey in June 1991..
 GX1399
 GX1399.The geoid height was determined by GEOID03.
 GX1399
 GX1399.The dynamic height is computed by dividing the NAVD 88
 GX1399.geopotential number by the normal gravity value computed on the
 GX1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1399.degrees latitude (g = 980.6199 gals.).
 GX1399
 GX1399.The modeled gravity was interpolated from observed gravity values.
 GX1399
 GX1399;                    North         East    Units  Estimated Accuracy
 GX1399;SPC WV S     -    34,720.      597,590.      MT  (+/- 180 meters Scaled)
 GX1399
 GX1399                          SUPERSEDED SURVEY CONTROL
 GX1399
 GX1399  NGVD 29 (??/??/92)  569.43   (m)         1868.2    (f) COMPUTED    1 2
 GX1399
 GX1399.Superseded values are not recommended for survey control.
 GX1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1399.See file dsdata.txt to determine how the superseded data were derived.
 GX1399
 GX1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB975295(NAD 83)
 GX1399_MARKER: DD = SURVEY DISK
 GX1399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1399_SP_SET: CULVERT
 GX1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1399
 GX1399  HISTORY     - Date     Condition        Report By
 GX1399  HISTORY     - UNK      MONUMENTED       USGS
 GX1399  HISTORY     - 1965     MARK NOT FOUND   NGS
 GX1399
 GX1399                          STATION DESCRIPTION
 GX1399
 GX1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1399'4 MI W FROM OAKVALE.
 GX1399'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT WAS NOT RECOVERED
 GX1399'ON THIS DATE, BELIEVED TO BE COVERED BY ABOUT 4 FEET OF
 GX1399'EARTH.  ORIGINAL DESCRIPTION -- 4 MILES WEST ALONG THE NORFOLK
 GX1399'AND WESTERN RAILWAY FROM THE STATION AT OAKVALE, 0.2 MILE
 GX1399'NORTHEAST OF MC KENZIE, 250 FEET SOUTHWEST OF MILEPOST 351,
 GX1399'IN THE TOP OF A SANDSTONE CULVERT AND NORTHWEST OF THE
 GX1399'TRACK.  NOTE-- IT WAS REPORTED IN JULY 1934 THAT THE CULVERT
 GX1399'HAS BEEN EXTENDED ABOUT 6 FEET NORTHWEST OF THE WEST-BOUND TRACK,
 GX1399'AND THE MARK IS NOW BURIED ABOUT 4 FEET BELOW THE SURFACE OF
 GX1399'THE GROUND.  IT WAS RECOVERED IN GOOD CONDITION IN JULY 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0507 ***********************************************************************
 JX0507  DESIGNATION -  187
 JX0507  PID         -  JX0507
 JX0507  STATE/COUNTY-  WV/MARSHALL
 JX0507  USGS QUAD   -  GLEN EASTON (1976)
 JX0507
 JX0507                         *CURRENT SURVEY CONTROL
 JX0507  ___________________________________________________________________
 JX0507* NAD 83(1986)-  39 50 51.     (N)    080 41 06.     (W)     SCALED    
 JX0507* NAVD 88     -       258.33   (+/-2cm)     847.5    (feet)  VERTCON   
 JX0507  ___________________________________________________________________
 JX0507  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX0507
 JX0507  VERT ORDER  -  ? (See Below)
 JX0507
 JX0507.The horizontal coordinates were scaled from a topographic map and have
 JX0507.an estimated accuracy of +/- 6 seconds.
 JX0507
 JX0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX0507.The vertical order pertains to the NGVD 29 superseded value.
 JX0507
 JX0507.The geoid height was determined by GEOID03.
 JX0507
 JX0507;                    North         East    Units  Estimated Accuracy
 JX0507;SPC WV N     -   150,270.      498,590.      MT  (+/- 180 meters Scaled)
 JX0507
 JX0507                          SUPERSEDED SURVEY CONTROL
 JX0507
 JX0507  NGVD 29 (??/??/92)  258.476  (m)          848.02   (f) ADJ UNCH    ?  
 JX0507
 JX0507.Superseded values are not recommended for survey control.
 JX0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0507.See file dsdata.txt to determine how the superseded data were derived.
 JX0507
 JX0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE269108(NAD 83)
 JX0507_MARKER: B = BOLT
 JX0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0507_SP_SET: CULVERT
 JX0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0507
 JX0507  HISTORY     - Date     Condition        Report By
 JX0507  HISTORY     - UNK      MONUMENTED       BORR
 JX0507  HISTORY     - 1935     GOOD             NGS
 JX0507
 JX0507                          STATION DESCRIPTION
 JX0507
 JX0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0507'2 MI SE FROM ROSEBY ROCK.
 JX0507'2.0 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0507'THE STATION AT ROSEBY ROCK, MARSHALL COUNTY, 200 FEET EAST OF
 JX0507'THE EAST END OF SHEPHERDS TUNNEL, NEAR POLE 360+7, AND IN THE
 JX0507'TOP OF THE SOUTH STONE HEADWALL OF A CULVERT.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0234 ***********************************************************************
 HY0234  DESIGNATION -  187 JJS
 HY0234  PID         -  HY0234
 HY0234  STATE/COUNTY-  WV/MASON
 HY0234  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0234
 HY0234                         *CURRENT SURVEY CONTROL
 HY0234  ___________________________________________________________________
 HY0234* NAD 83(1986)-  38 31 27.     (N)    082 04 07.     (W)     SCALED    
 HY0234* NAVD 88     -       282.540  (meters)     926.97   (feet)  POSTED    
 HY0234  ___________________________________________________________________
 HY0234  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HY0234  DYNAMIC HT  -         282.350 (meters)     926.34  (feet)  COMP
 HY0234  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 HY0234
 HY0234  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0234
 HY0234.The horizontal coordinates were scaled from a topographic map and have
 HY0234.an estimated accuracy of +/- 6 seconds.
 HY0234
 HY0234.The orthometric height was determined by differential leveling
 HY0234.and adjusted by the National Geodetic Survey in 1992..
 HY0234.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0234.rate of 2.1 thru 3.0 mm/km.
 HY0234
 HY0234.The geoid height was determined by GEOID03.
 HY0234
 HY0234.The dynamic height is computed by dividing the NAVD 88
 HY0234.geopotential number by the normal gravity value computed on the
 HY0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0234.degrees latitude (g = 980.6199 gals.).
 HY0234
 HY0234.The modeled gravity was interpolated from observed gravity values.
 HY0234
 HY0234;                    North         East    Units  Estimated Accuracy
 HY0234;SPC WV S     -   169,700.      506,820.      MT  (+/- 180 meters Scaled)
 HY0234
 HY0234                          SUPERSEDED SURVEY CONTROL
 HY0234
 HY0234  NGVD 29 (??/??/92)  282.710  (m)          927.52   (f) ADJ UNCH    2 0
 HY0234
 HY0234.Superseded values are not recommended for survey control.
 HY0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0234.See file dsdata.txt to determine how the superseded data were derived.
 HY0234
 HY0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC068645(NAD 83)
 HY0234_MARKER: DD = SURVEY DISK
 HY0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0234_STAMPING: 187 JJS 927 1956
 HY0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0234+STABILITY: SURFACE MOTION
 HY0234
 HY0234  HISTORY     - Date     Condition        Report By
 HY0234  HISTORY     - 1956     MONUMENTED       USGS
 HY0234  HISTORY     - 1956     GOOD             NGS
 HY0234
 HY0234                          STATION DESCRIPTION
 HY0234
 HY0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0234'AT MT OLIVE.
 HY0234'AT MT. OLIVE, AT MT. OLIVE CHURCH AND CEMETERY, 60 FEET SOUTHWEST
 HY0234'OF CENTER LINE OF A ROAD SOUTHEAST, 115 FEET SOUTH OF CENTER OF
 HY0234'JUNCTION OF BLACK TOP ROAD AND ROAD SOUTHEAST, 75 FEET NORTH OF
 HY0234'NORTHWEST CORNER OF CHURCH BUILDING, 3 1/2 FEET SOUTH-SOUTHWEST
 HY0234'OF POWER POLE NO. 9421/18 WITH A TRANSFORMER, 29 FEET SOUTHWEST
 HY0234'OF CENTER LINE OF A DRIVE, 3 FEET EAST OF A FENCE LINE, ABOUT 6
 HY0234'FEET ABOVE LEVEL OF ROAD SOUTHEAST AND SET IN THE TOP OF A CONCRETE
 HY0234'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1003 ***********************************************************************
 HX1003  DESIGNATION -  1875
 HX1003  PID         -  HX1003
 HX1003  STATE/COUNTY-  WV/WEBSTER
 HX1003  USGS QUAD   -  COWEN (1995)
 HX1003
 HX1003                         *CURRENT SURVEY CONTROL
 HX1003  ___________________________________________________________________
 HX1003* NAD 83(1986)-  38 28 18.     (N)    080 31 50.     (W)     SCALED    
 HX1003* NAVD 88     -       571.608  (meters)    1875.35   (feet)  ADJUSTED  
 HX1003  ___________________________________________________________________
 HX1003  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HX1003  DYNAMIC HT  -         571.179 (meters)    1873.94  (feet)  COMP
 HX1003  MODELED GRAV-     979,858.9   (mgal)                       NAVD 88
 HX1003
 HX1003  VERT ORDER  -  SECOND    CLASS 0
 HX1003
 HX1003.The horizontal coordinates were scaled from a topographic map and have
 HX1003.an estimated accuracy of +/- 6 seconds.
 HX1003
 HX1003.The orthometric height was determined by differential leveling
 HX1003.and adjusted by the National Geodetic Survey in June 1991..
 HX1003
 HX1003.The geoid height was determined by GEOID03.
 HX1003
 HX1003.The dynamic height is computed by dividing the NAVD 88
 HX1003.geopotential number by the normal gravity value computed on the
 HX1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1003.degrees latitude (g = 980.6199 gals.).
 HX1003
 HX1003.The modeled gravity was interpolated from observed gravity values.
 HX1003
 HX1003;                    North         East    Units  Estimated Accuracy
 HX1003;SPC WV S     -   163,440.      640,960.      MT  (+/- 180 meters Scaled)
 HX1003
 HX1003                          SUPERSEDED SURVEY CONTROL
 HX1003
 HX1003  NGVD 29 (??/??/92)  571.76   (m)         1875.8    (f) COMPUTED    2 0
 HX1003
 HX1003.Superseded values are not recommended for survey control.
 HX1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1003.See file dsdata.txt to determine how the superseded data were derived.
 HX1003
 HX1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC409582(NAD 83)
 HX1003_MARKER: DD = SURVEY DISK
 HX1003_SETTING: 66 = SET IN ROCK OUTCROP
 HX1003_SP_SET: ROCK CUT
 HX1003_STAMPING: 1875
 HX1003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1003+STABILITY: POSITION/ELEVATION WELL
 HX1003
 HX1003  HISTORY     - Date     Condition        Report By
 HX1003  HISTORY     - UNK      MONUMENTED       USGS
 HX1003  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1003
 HX1003                          STATION DESCRIPTION
 HX1003
 HX1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1003'0.6 MI S FROM ARCOLA.
 HX1003'0.6 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1003'STATION AT ARCOLA, WEBSTER COUNTY, ABOUT THE CENTER OF A LONG,
 HX1003'DEEP ROCK CUT, 14 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 HX1003'IN THE TOP OF A LEDGE, 1 FOOT HIGHER THAN THE TRACK.  A UNITED
 HX1003'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1875.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1075 ***********************************************************************
 HX1075  DESIGNATION -  1894
 HX1075  PID         -  HX1075
 HX1075  STATE/COUNTY-  WV/NICHOLAS
 HX1075  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1075
 HX1075                         *CURRENT SURVEY CONTROL
 HX1075  ___________________________________________________________________
 HX1075* NAD 83(1986)-  38 16 51.     (N)    080 51 05.     (W)     SCALED    
 HX1075* NAVD 88     -       577.439  (meters)    1894.48   (feet)  ADJUSTED  
 HX1075  ___________________________________________________________________
 HX1075  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HX1075  DYNAMIC HT  -         577.000 (meters)    1893.04  (feet)  COMP
 HX1075  MODELED GRAV-     979,849.4   (mgal)                       NAVD 88
 HX1075
 HX1075  VERT ORDER  -  SECOND    CLASS 0
 HX1075
 HX1075.The horizontal coordinates were scaled from a topographic map and have
 HX1075.an estimated accuracy of +/- 6 seconds.
 HX1075
 HX1075.The orthometric height was determined by differential leveling
 HX1075.and adjusted by the National Geodetic Survey in June 1991..
 HX1075
 HX1075.The geoid height was determined by GEOID03.
 HX1075
 HX1075.The dynamic height is computed by dividing the NAVD 88
 HX1075.geopotential number by the normal gravity value computed on the
 HX1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1075.degrees latitude (g = 980.6199 gals.).
 HX1075
 HX1075.The modeled gravity was interpolated from observed gravity values.
 HX1075
 HX1075;                    North         East    Units  Estimated Accuracy
 HX1075;SPC WV S     -   142,170.      613,000.      MT  (+/- 180 meters Scaled)
 HX1075
 HX1075                          SUPERSEDED SURVEY CONTROL
 HX1075
 HX1075  NGVD 29 (??/??/92)  577.595  (m)         1894.99   (f) ADJ UNCH    2 0
 HX1075
 HX1075.Superseded values are not recommended for survey control.
 HX1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1075.See file dsdata.txt to determine how the superseded data were derived.
 HX1075
 HX1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC129369(NAD 83)
 HX1075_MARKER: DD = SURVEY DISK
 HX1075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1075_SP_SET: BUILDING
 HX1075_STAMPING: 1894
 HX1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1075
 HX1075  HISTORY     - Date     Condition        Report By
 HX1075  HISTORY     - UNK      MONUMENTED       USGS
 HX1075  HISTORY     - 1961     GOOD             NGS
 HX1075
 HX1075                          STATION DESCRIPTION
 HX1075
 HX1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1075'AT SUMMERSVILLE.
 HX1075'AT SUMMERSVILLE, AT THE NICHOLAS COUNTY COURTHOUSE, SET
 HX1075'VERTICALLY IN THE NORTH STONE FACE AND NEAR THE NORTH ENTRANCE
 HX1075'TO THE BUILDING, 19 FEET WEST OF THE NORTHEAST CORNER OF THE
 HX1075'BUILDING, 28 FEET EAST OF BENCH MARK U 13 DESCRIBED, 5 FEET
 HX1075'EAST OF THE CENTER LINE OF THE MAIN (NORTH) ENTRANCE TO BUILDING
 HX1075'AND 4 FEET ABOVE THE LEVEL OF THE GROUND.  NOTE-- ABOUT 1/2 OF
 HX1075'THE DISK HAS BEEN CUT AWAY BUT THE MARK IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0579 ***********************************************************************
 HX0579  DESIGNATION -  1899
 HX0579  PID         -  HX0579
 HX0579  STATE/COUNTY-  WV/GREENBRIER
 HX0579  USGS QUAD   -  DROOP (1995)
 HX0579
 HX0579                         *CURRENT SURVEY CONTROL
 HX0579  ___________________________________________________________________
 HX0579* NAD 83(1986)-  38 00 39.     (N)    080 18 17.     (W)     SCALED    
 HX0579* NAVD 88     -       578.577  (meters)    1898.21   (feet)  ADJUSTED  
 HX0579  ___________________________________________________________________
 HX0579  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HX0579  DYNAMIC HT  -         578.089 (meters)    1896.61  (feet)  COMP
 HX0579  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 HX0579
 HX0579  VERT ORDER  -  FIRST     CLASS II
 HX0579
 HX0579.The horizontal coordinates were scaled from a topographic map and have
 HX0579.an estimated accuracy of +/- 6 seconds.
 HX0579
 HX0579.The orthometric height was determined by differential leveling
 HX0579.and adjusted by the National Geodetic Survey in June 1991..
 HX0579
 HX0579.The geoid height was determined by GEOID03.
 HX0579
 HX0579.The dynamic height is computed by dividing the NAVD 88
 HX0579.geopotential number by the normal gravity value computed on the
 HX0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0579.degrees latitude (g = 980.6199 gals.).
 HX0579
 HX0579.The modeled gravity was interpolated from observed gravity values.
 HX0579
 HX0579;                    North         East    Units  Estimated Accuracy
 HX0579;SPC WV S     -   112,420.      661,050.      MT  (+/- 180 meters Scaled)
 HX0579
 HX0579                          SUPERSEDED SURVEY CONTROL
 HX0579
 HX0579  NGVD 29 (??/??/92)  578.692  (m)         1898.59   (f) ADJ UNCH    1 2
 HX0579
 HX0579.Superseded values are not recommended for survey control.
 HX0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0579.See file dsdata.txt to determine how the superseded data were derived.
 HX0579
 HX0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC610072(NAD 83)
 HX0579_MARKER: DD = SURVEY DISK
 HX0579_SETTING: 80 = SET IN A BOULDER
 HX0579_SP_SET: BOULDER
 HX0579_STAMPING: W VA 1920-1899
 HX0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0579+STABILITY: SURFACE MOTION
 HX0579
 HX0579  HISTORY     - Date     Condition        Report By
 HX0579  HISTORY     - 1920     MONUMENTED       USGS
 HX0579  HISTORY     - 1962     POOR             NGS
 HX0579  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0579  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0579
 HX0579                          STATION DESCRIPTION
 HX0579
 HX0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0579'1.4 MI SW FROM HORROCK.
 HX0579'1.45 MILES SOUTHWEST ALONG CHESAPEAKE AND OHIO RAILROAD FROM THE
 HX0579'GRADED ROAD CROSSING AT HORROCK, ABOUT 0.2 MILES EAST OF MILE-POST
 HX0579'28, SET ON TOP OF A BOULDER 5-BY 3-FEET AT THE OLD ABANDONED ROAD
 HX0579'CROSSING, GOLDEN, 25 1/2 FEET NORTH OF THE NORTH RAIL OF THE
 HX0579'MAIN TRACK, 66 FEET NORTHEAST OF THE CENTER LINE OF THE OLD CROSSING,
 HX0579'3 FEET NORTHEAST OF THE SOUTHWEST END OF THE BOULDER, 8.3 FEET
 HX0579'SOUTHWEST OF BENCH MARK L249, AND ABOUT LEVEL WITH THE RAIL.
 HX0579
 HX0579                          STATION RECOVERY (1983)
 HX0579
 HX0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0579'MARK NOT FOUND.
 HX0579
 HX0579                          STATION RECOVERY (1983)
 HX0579
 HX0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1749 ***********************************************************************
 HX1749  DESIGNATION -  19 WSM
 HX1749  PID         -  HX1749
 HX1749  STATE/COUNTY-  WV/ROANE
 HX1749  USGS QUAD   -  PENIEL (1957)
 HX1749
 HX1749                         *CURRENT SURVEY CONTROL
 HX1749  ___________________________________________________________________
 HX1749* NAD 83(1986)-  38 48 04.     (N)    081 28 34.     (W)     SCALED    
 HX1749* NAVD 88     -       233.612  (meters)     766.44   (feet)  ADJUSTED  
 HX1749  ___________________________________________________________________
 HX1749  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HX1749  DYNAMIC HT  -         233.458 (meters)     765.94  (feet)  COMP
 HX1749  MODELED GRAV-     979,963.3   (mgal)                       NAVD 88
 HX1749
 HX1749  VERT ORDER  -  SECOND    CLASS 0
 HX1749
 HX1749.The horizontal coordinates were scaled from a topographic map and have
 HX1749.an estimated accuracy of +/- 6 seconds.
 HX1749
 HX1749.The orthometric height was determined by differential leveling
 HX1749.and adjusted by the National Geodetic Survey in June 1991..
 HX1749
 HX1749.The geoid height was determined by GEOID03.
 HX1749
 HX1749.The dynamic height is computed by dividing the NAVD 88
 HX1749.geopotential number by the normal gravity value computed on the
 HX1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1749.degrees latitude (g = 980.6199 gals.).
 HX1749
 HX1749.The modeled gravity was interpolated from observed gravity values.
 HX1749
 HX1749;                    North         East    Units  Estimated Accuracy
 HX1749;SPC WV S     -   200,020.      558,640.      MT  (+/- 180 meters Scaled)
 HX1749
 HX1749                          SUPERSEDED SURVEY CONTROL
 HX1749
 HX1749  NGVD 29 (??/??/92)  233.782  (m)          767.00   (f) ADJ UNCH    2 0
 HX1749
 HX1749.Superseded values are not recommended for survey control.
 HX1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1749.See file dsdata.txt to determine how the superseded data were derived.
 HX1749
 HX1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC586948(NAD 83)
 HX1749_MARKER: DD = SURVEY DISK
 HX1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1749_STAMPING: 767 19 WSM 1956
 HX1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1749+STABILITY: SURFACE MOTION
 HX1749
 HX1749  HISTORY     - Date     Condition        Report By
 HX1749  HISTORY     - 1956     MONUMENTED       USGS
 HX1749  HISTORY     - 1956     GOOD             NGS
 HX1749  HISTORY     - 1976     GOOD             NGS
 HX1749
 HX1749                          STATION DESCRIPTION
 HX1749
 HX1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1749'2 MI S FROM PENIEL.
 HX1749'ABOUT 2.0 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING MIDDLE FORK
 HX1749'OF REEDY CREEK FROM THE JUNCTION OF U.S. HIGHWAY 33 AT PENIEL,
 HX1749'THENCE ABOUT 127 YARDS SOUTHEAST ALONG A GRADED DIRT ROAD, 201
 HX1749'FEET SOUTHEAST OF EAST CORNER OF A WOODEN DECK BRIDGE OVER MIDDLE
 HX1749'FORK, 29 FEET SOUTHWEST OF CENTER LINE OF ROAD, INSIDE A FENCE
 HX1749'CORNER, 3 1/2 FEET SOUTH OF FENCE CORNER, 1 1/2 FEET SOUTHWEST
 HX1749'OF A FENCE LINE AND ABOUT 7 FEET ABOVE LEVEL OF GRADED DIRT ROAD,
 HX1749'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HX1749
 HX1749                          STATION RECOVERY (1976)
 HX1749
 HX1749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0590 ***********************************************************************
 HY0590  DESIGNATION -  190 JJS
 HY0590  PID         -  HY0590
 HY0590  STATE/COUNTY-  WV/LINCOLN
 HY0590  USGS QUAD   -  HAMLIN (1989)
 HY0590
 HY0590                         *CURRENT SURVEY CONTROL
 HY0590  ___________________________________________________________________
 HY0590* NAD 83(1986)-  38 15 35.     (N)    082 02 30.     (W)     SCALED    
 HY0590* NAVD 88     -       197.448  (meters)     647.79   (feet)  ADJUSTED  
 HY0590  ___________________________________________________________________
 HY0590  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HY0590  DYNAMIC HT  -         197.308 (meters)     647.33  (feet)  COMP
 HY0590  MODELED GRAV-     979,919.5   (mgal)                       NAVD 88
 HY0590
 HY0590  VERT ORDER  -  SECOND    CLASS 0
 HY0590
 HY0590.The horizontal coordinates were scaled from a topographic map and have
 HY0590.an estimated accuracy of +/- 6 seconds.
 HY0590
 HY0590.The orthometric height was determined by differential leveling
 HY0590.and adjusted by the National Geodetic Survey in June 1991..
 HY0590
 HY0590.The geoid height was determined by GEOID03.
 HY0590
 HY0590.The dynamic height is computed by dividing the NAVD 88
 HY0590.geopotential number by the normal gravity value computed on the
 HY0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0590.degrees latitude (g = 980.6199 gals.).
 HY0590
 HY0590.The modeled gravity was interpolated from observed gravity values.
 HY0590
 HY0590;                    North         East    Units  Estimated Accuracy
 HY0590;SPC WV S     -   140,330.      508,840.      MT  (+/- 180 meters Scaled)
 HY0590
 HY0590                          SUPERSEDED SURVEY CONTROL
 HY0590
 HY0590  NGVD 29 (??/??/92)  197.654  (m)          648.47   (f) ADJ UNCH    2 0
 HY0590
 HY0590.Superseded values are not recommended for survey control.
 HY0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0590.See file dsdata.txt to determine how the superseded data were derived.
 HY0590
 HY0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC088351(NAD 83)
 HY0590_MARKER: DD = SURVEY DISK
 HY0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0590_STAMPING: 649 190 JJS 1956
 HY0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0590+STABILITY: SURFACE MOTION
 HY0590
 HY0590  HISTORY     - Date     Condition        Report By
 HY0590  HISTORY     - 1956     MONUMENTED       USGS
 HY0590  HISTORY     - 1957     GOOD             NGS
 HY0590
 HY0590                          STATION DESCRIPTION
 HY0590
 HY0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0590'AT SWEETLAND.
 HY0590'AT SWEETLAND ALONG STATE HIGHWAY 3, 0.5 MILE SOUTHEAST OF MIDDLE
 HY0590'FORK FREEWILL BAPTIST CHURCH, 33 FEET SOUTH OF THE SOUTHEAST
 HY0590'CORNER OF A SMALL WOODEN BUILDING HOUSING THE SWEETLAND POST OFFICE
 HY0590'2 FEET NORTH OF POWER POLE NUMBER 2422-3, 22 FEET WEST OF THE
 HY0590'CENTERLINE OF THE ROAD, SET IN THE TOP OF A CONCRETE POST AND ABOUT
 HY0590'LEVEL WITH HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0161 ***********************************************************************
 GX0161  DESIGNATION -  1901 USGS
 GX0161  PID         -  GX0161
 GX0161  STATE/COUNTY-  WV/GREENBRIER
 GX0161  USGS QUAD   -  ANTHONY (1995)
 GX0161
 GX0161                         *CURRENT SURVEY CONTROL
 GX0161  ___________________________________________________________________
 GX0161* NAD 83(1986)-  37 59 27.     (N)    080 21 16.     (W)     SCALED    
 GX0161* NAVD 88     -       579.421  (meters)    1900.98   (feet)  ADJUSTED  
 GX0161  ___________________________________________________________________
 GX0161  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX0161  DYNAMIC HT  -         578.952 (meters)    1899.44  (feet)  COMP
 GX0161  MODELED GRAV-     979,802.5   (mgal)                       NAVD 88
 GX0161
 GX0161  VERT ORDER  -  FIRST     CLASS II
 GX0161
 GX0161.The horizontal coordinates were scaled from a topographic map and have
 GX0161.an estimated accuracy of +/- 6 seconds.
 GX0161
 GX0161.The orthometric height was determined by differential leveling
 GX0161.and adjusted by the National Geodetic Survey in June 1991..
 GX0161
 GX0161.The geoid height was determined by GEOID03.
 GX0161
 GX0161.The dynamic height is computed by dividing the NAVD 88
 GX0161.geopotential number by the normal gravity value computed on the
 GX0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0161.degrees latitude (g = 980.6199 gals.).
 GX0161
 GX0161.The modeled gravity was interpolated from observed gravity values.
 GX0161
 GX0161;                    North         East    Units  Estimated Accuracy
 GX0161;SPC WV S     -   110,170.      656,700.      MT  (+/- 180 meters Scaled)
 GX0161
 GX0161                          SUPERSEDED SURVEY CONTROL
 GX0161
 GX0161  NGVD 29 (??/??/92)  579.568  (m)         1901.47   (f) ADJ UNCH    1 2
 GX0161
 GX0161.Superseded values are not recommended for survey control.
 GX0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0161.See file dsdata.txt to determine how the superseded data were derived.
 GX0161
 GX0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC566049(NAD 83)
 GX0161_MARKER: DD = SURVEY DISK
 GX0161_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GX0161+WITH SETTING: PAVEMENT
 GX0161_STAMPING: W VA 1901 1920
 GX0161_MARK LOGO: USGS  
 GX0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0161+STABILITY: SURFACE MOTION
 GX0161
 GX0161  HISTORY     - Date     Condition        Report By
 GX0161  HISTORY     - 1920     MONUMENTED       USGS
 GX0161  HISTORY     - 1961     GOOD             NGS
 GX0161  HISTORY     - 1983     GOOD             NGS
 GX0161
 GX0161                          STATION DESCRIPTION
 GX0161
 GX0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0161'AT RENICK.
 GX0161'AT RENICK, 0.1 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0161'FROM THE STATION AT RENICK, AT THE OLD BANK BUILDING, AT A STREET
 GX0161'CROSSING, SET ON THE TOP OF THE SOUTHWEST END OF THE TOP ONE
 GX0161'OF THE STEPS LEADING TO THE SOUTHEAST ENTRANCE TO THE BANK
 GX0161'BUILDING, 15 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 GX0161'STREET, 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE STEP AND
 GX0161'4 FEET ABOVE THE LEVEL OF THE STREET.
 GX0161
 GX0161                          STATION RECOVERY (1983)
 GX0161
 GX0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0587 ***********************************************************************
 HY0587  DESIGNATION -  191 JJS USGS
 HY0587  PID         -  HY0587
 HY0587  STATE/COUNTY-  WV/LINCOLN
 HY0587  USGS QUAD   -  HAGER (1962)
 HY0587
 HY0587                         *CURRENT SURVEY CONTROL
 HY0587  ___________________________________________________________________
 HY0587* NAD 83(1986)-  38 14 31.     (N)    082 00 49.     (W)     SCALED    
 HY0587* NAVD 88     -       200.774  (meters)     658.71   (feet)  ADJUSTED  
 HY0587  ___________________________________________________________________
 HY0587  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HY0587  DYNAMIC HT  -         200.631 (meters)     658.24  (feet)  COMP
 HY0587  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 HY0587
 HY0587  VERT ORDER  -  SECOND    CLASS 0
 HY0587
 HY0587.The horizontal coordinates were scaled from a topographic map and have
 HY0587.an estimated accuracy of +/- 6 seconds.
 HY0587
 HY0587.The orthometric height was determined by differential leveling
 HY0587.and adjusted by the National Geodetic Survey in June 1991..
 HY0587
 HY0587.The geoid height was determined by GEOID03.
 HY0587
 HY0587.The dynamic height is computed by dividing the NAVD 88
 HY0587.geopotential number by the normal gravity value computed on the
 HY0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0587.degrees latitude (g = 980.6199 gals.).
 HY0587
 HY0587.The modeled gravity was interpolated from observed gravity values.
 HY0587
 HY0587;                    North         East    Units  Estimated Accuracy
 HY0587;SPC WV S     -   138,330.      511,270.      MT  (+/- 180 meters Scaled)
 HY0587
 HY0587                          SUPERSEDED SURVEY CONTROL
 HY0587
 HY0587  NGVD 29 (??/??/92)  200.980  (m)          659.38   (f) ADJ UNCH    2 0
 HY0587
 HY0587.Superseded values are not recommended for survey control.
 HY0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0587.See file dsdata.txt to determine how the superseded data were derived.
 HY0587
 HY0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC113331(NAD 83)
 HY0587_MARKER: DD = SURVEY DISK
 HY0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0587_STAMPING: 659 191 JJS 1956
 HY0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0587+STABILITY: SURFACE MOTION
 HY0587
 HY0587  HISTORY     - Date     Condition        Report By
 HY0587  HISTORY     - 1956     MONUMENTED       USGS
 HY0587  HISTORY     - 1957     GOOD             NGS
 HY0587
 HY0587                          STATION DESCRIPTION
 HY0587
 HY0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0587'1.4 MI W FROM GRIFFITHSVILLE.
 HY0587'1.4 MILE WEST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL AT
 HY0587'GRIFFITHSVILLE, AT A T-JUNCTION WITH A GRAVEL ROAD LEADING
 HY0587'SOUTHWEST, 35 FEET NORTHWEST OF GRAVEL ROAD, 21 FEET SOUTHWEST
 HY0587'OF THE CENTER LINE OF HIGHWAY 3, 7 FEET SOUTHEAST OF A POWER
 HY0587'POLE, SET IN THE TOP OF A CONCRETE POST, 2 FEET NORTHWEST OF A
 HY0587'CONCRETE WITNESS POST, AND ABOUT LEVEL WITH HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0866 ***********************************************************************
 JW0866  DESIGNATION -  1910
 JW0866  PID         -  JW0866
 JW0866  STATE/COUNTY-  WV/TUCKER
 JW0866  USGS QUAD   -  MOZARK MOUNTAIN (1995)
 JW0866
 JW0866                         *CURRENT SURVEY CONTROL
 JW0866  ___________________________________________________________________
 JW0866* NAD 83(1986)-  39 05 16.     (N)    079 35 36.     (W)     SCALED    
 JW0866* NAVD 88     -       582.236  (meters)    1910.22   (feet)  ADJUSTED  
 JW0866  ___________________________________________________________________
 JW0866  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JW0866  DYNAMIC HT  -         581.820 (meters)    1908.85  (feet)  COMP
 JW0866  MODELED GRAV-     979,893.8   (mgal)                       NAVD 88
 JW0866
 JW0866  VERT ORDER  -  SECOND    CLASS 0
 JW0866
 JW0866.The horizontal coordinates were scaled from a topographic map and have
 JW0866.an estimated accuracy of +/- 6 seconds.
 JW0866
 JW0866.The orthometric height was determined by differential leveling
 JW0866.and adjusted by the National Geodetic Survey in June 1991..
 JW0866
 JW0866.The geoid height was determined by GEOID03.
 JW0866
 JW0866.The dynamic height is computed by dividing the NAVD 88
 JW0866.geopotential number by the normal gravity value computed on the
 JW0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0866.degrees latitude (g = 980.6199 gals.).
 JW0866
 JW0866.The modeled gravity was interpolated from observed gravity values.
 JW0866
 JW0866;                    North         East    Units  Estimated Accuracy
 JW0866;SPC WV N     -    65,260.      591,930.      MT  (+/- 180 meters Scaled)
 JW0866
 JW0866                          SUPERSEDED SURVEY CONTROL
 JW0866
 JW0866  NGVD 29 (??/??/92)  582.371  (m)         1910.66   (f) ADJ UNCH    2 0
 JW0866
 JW0866.Superseded values are not recommended for survey control.
 JW0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0866.See file dsdata.txt to determine how the superseded data were derived.
 JW0866
 JW0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD216274(NAD 83)
 JW0866_MARKER: DD = SURVEY DISK
 JW0866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0866_SP_SET: BRIDGE
 JW0866_STAMPING: 1910 1903
 JW0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0866
 JW0866  HISTORY     - Date     Condition        Report By
 JW0866  HISTORY     - 1903     MONUMENTED       USGS
 JW0866  HISTORY     - 1935     GOOD             NGS
 JW0866
 JW0866                          STATION DESCRIPTION
 JW0866
 JW0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0866'5.8 MI NE FROM PARSONS.
 JW0866'SET IN SECOND STEP OF EAST WINGWALL OF NORTHEAST ABUTMENT OF
 JW0866'BRIDGE.  18 FEET SOUTHEAST OF CENTERLINE OF WESTERN MARYLAND
 JW0866'RAILROAD, AND 2 1/2 FEET BELOW THE LEVEL OF RAILS.  45 FEET
 JW0866'SOUTH OF STORM SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0867 ***********************************************************************
 JW0867  DESIGNATION -  1910 RESET 1948
 JW0867  PID         -  JW0867
 JW0867  STATE/COUNTY-  WV/TUCKER
 JW0867  USGS QUAD   -  MOZARK MOUNTAIN (1995)
 JW0867
 JW0867                         *CURRENT SURVEY CONTROL
 JW0867  ___________________________________________________________________
 JW0867* NAD 83(1986)-  39 05 16.     (N)    079 35 36.     (W)     SCALED    
 JW0867* NAVD 88     -       582.24   (+/-2cm)    1910.2    (feet)  VERTCON   
 JW0867  ___________________________________________________________________
 JW0867  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JW0867
 JW0867  VERT ORDER  -  THIRD (See Below)
 JW0867
 JW0867.The horizontal coordinates were scaled from a topographic map and have
 JW0867.an estimated accuracy of +/- 6 seconds.
 JW0867
 JW0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW0867.The vertical order pertains to the NGVD 29 superseded value.
 JW0867
 JW0867.The geoid height was determined by GEOID03.
 JW0867
 JW0867;                    North         East    Units  Estimated Accuracy
 JW0867;SPC WV N     -    65,260.      591,930.      MT  (+/- 180 meters Scaled)
 JW0867
 JW0867                          SUPERSEDED SURVEY CONTROL
 JW0867
 JW0867  NGVD 29 (09/25/03)  582.38   (m)         1910.7    (f) RESET       3  
 JW0867
 JW0867.Superseded values are not recommended for survey control.
 JW0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0867.See file dsdata.txt to determine how the superseded data were derived.
 JW0867
 JW0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD216274(NAD 83)
 JW0867_MARKER: DD = SURVEY DISK
 JW0867_SETTING: 66 = SET IN ROCK OUTCROP
 JW0867_SP_SET: ROCK LEDGE
 JW0867_STAMPING: 1910 RESET 1948
 JW0867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0867+STABILITY: POSITION/ELEVATION WELL
 JW0867
 JW0867  HISTORY     - Date     Condition        Report By
 JW0867  HISTORY     - 1948     MONUMENTED       WMRR
 JW0867
 JW0867                          STATION DESCRIPTION
 JW0867
 JW0867'DESCRIBED BY WESTERN MARYLAND RAILROAD 1948
 JW0867'5.8 MI NE FROM PARSONS.
 JW0867'5.8 MILES NORTHEAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0867'STATION AT PARSONS, TUCKER COUNTY, AT THE WEST SIDE OF FLAT ROCK
 JW0867'RUN, 75 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND IN
 JW0867'THE SIDE OF A ROCK LEDGE.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 JW0867'STAMPED 1910 RESET 1948 AND SET VERTICALLY.  NOTE-- THIS BENCH
 JW0867'MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS OF
 JW0867'THE WESTERN MARYLAND RAILWAY IN MAY 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1891 ***********************************************************************
 HW1891  DESIGNATION -  1914 USGS
 HW1891  PID         -  HW1891
 HW1891  STATE/COUNTY-  WV/RANDOLPH
 HW1891  USGS QUAD   -  JUNIOR (1976)
 HW1891
 HW1891                         *CURRENT SURVEY CONTROL
 HW1891  ___________________________________________________________________
 HW1891* NAD 83(1986)-  38 55 50.     (N)    079 53 56.     (W)     SCALED    
 HW1891* NAVD 88     -       583.456  (meters)    1914.22   (feet)  ADJUSTED  
 HW1891  ___________________________________________________________________
 HW1891  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HW1891  DYNAMIC HT  -         583.041 (meters)    1912.86  (feet)  COMP
 HW1891  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 HW1891
 HW1891  VERT ORDER  -  FIRST     CLASS II
 HW1891
 HW1891.The horizontal coordinates were scaled from a topographic map and have
 HW1891.an estimated accuracy of +/- 6 seconds.
 HW1891
 HW1891.The orthometric height was determined by differential leveling
 HW1891.and adjusted by the National Geodetic Survey in June 1991..
 HW1891
 HW1891.The geoid height was determined by GEOID03.
 HW1891
 HW1891.The dynamic height is computed by dividing the NAVD 88
 HW1891.geopotential number by the normal gravity value computed on the
 HW1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1891.degrees latitude (g = 980.6199 gals.).
 HW1891
 HW1891.The modeled gravity was interpolated from observed gravity values.
 HW1891
 HW1891;                    North         East    Units  Estimated Accuracy
 HW1891;SPC WV S     -   214,850.      695,480.      MT  (+/- 180 meters Scaled)
 HW1891
 HW1891                          SUPERSEDED SURVEY CONTROL
 HW1891
 HW1891  NGVD 29 (??/??/92)  583.624  (m)         1914.77   (f) ADJ UNCH    1 2
 HW1891
 HW1891.Superseded values are not recommended for survey control.
 HW1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1891.See file dsdata.txt to determine how the superseded data were derived.
 HW1891
 HW1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND954096(NAD 83)
 HW1891_MARKER: DD = SURVEY DISK
 HW1891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1891_SP_SET: STEP
 HW1891_STAMPING: 1914 ADJ 1903
 HW1891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1891
 HW1891  HISTORY     - Date     Condition        Report By
 HW1891  HISTORY     - 1903     MONUMENTED       USGS
 HW1891  HISTORY     - 1933     GOOD             NGS
 HW1891  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1891
 HW1891                          STATION DESCRIPTION
 HW1891
 HW1891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1891'3.6 MI W FROM ELKINS.
 HW1891'3.6 MILES WEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1891'STATION AT ELKINS, RANDOLPH COUNTY, 0.6 MILE SOUTH OF MILEPOST
 HW1891'C 115, AT THE STEEL BRIDGE OVER TYGART RIVER, IN THE TOP OF THE
 HW1891'SECOND STEP FROM THE TOP OF THE SOUTHWEST WING WALL, 3 YARDS
 HW1891'WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN
 HW1891'THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HW1891'STAMPED 1914 ADJ 1903.
 HW1891
 HW1891                          STATION RECOVERY (1983)
 HW1891
 HW1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1891'NOT RECOVERED, ALL STONE STEPS WERE CHECKED, BUT NO DISK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0575 ***********************************************************************
 HX0575  DESIGNATION -  1916.7
 HX0575  PID         -  HX0575
 HX0575  STATE/COUNTY-  WV/GREENBRIER
 HX0575  USGS QUAD   -  DROOP (1995)
 HX0575
 HX0575                         *CURRENT SURVEY CONTROL
 HX0575  ___________________________________________________________________
 HX0575* NAD 83(1986)-  38 01 34.     (N)    080 17 39.     (W)     SCALED    
 HX0575* NAVD 88     -       584.127  (meters)    1916.42   (feet)  ADJUSTED  
 HX0575  ___________________________________________________________________
 HX0575  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HX0575  DYNAMIC HT  -         583.632 (meters)    1914.80  (feet)  COMP
 HX0575  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 HX0575
 HX0575  VERT ORDER  -  FIRST     CLASS II
 HX0575
 HX0575.The horizontal coordinates were scaled from a topographic map and have
 HX0575.an estimated accuracy of +/- 6 seconds.
 HX0575
 HX0575.The orthometric height was determined by differential leveling
 HX0575.and adjusted by the National Geodetic Survey in June 1991..
 HX0575
 HX0575.The geoid height was determined by GEOID03.
 HX0575
 HX0575.The dynamic height is computed by dividing the NAVD 88
 HX0575.geopotential number by the normal gravity value computed on the
 HX0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0575.degrees latitude (g = 980.6199 gals.).
 HX0575
 HX0575.The modeled gravity was interpolated from observed gravity values.
 HX0575
 HX0575;                    North         East    Units  Estimated Accuracy
 HX0575;SPC WV S     -   114,120.      661,970.      MT  (+/- 180 meters Scaled)
 HX0575
 HX0575                          SUPERSEDED SURVEY CONTROL
 HX0575
 HX0575  NGVD 29 (??/??/92)  584.234  (m)         1916.77   (f) ADJ UNCH    1 2
 HX0575
 HX0575.Superseded values are not recommended for survey control.
 HX0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0575.See file dsdata.txt to determine how the superseded data were derived.
 HX0575
 HX0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC619089(NAD 83)
 HX0575_MARKER: Q = CHISELED SQUARE
 HX0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0575_SP_SET: BRIDGE
 HX0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0575
 HX0575  HISTORY     - Date     Condition        Report By
 HX0575  HISTORY     - UNK      MONUMENTED       USGS
 HX0575  HISTORY     - 1962     GOOD             NGS
 HX0575
 HX0575                          STATION DESCRIPTION
 HX0575
 HX0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0575'AT HORROCK.
 HX0575'AT HORROCK, GREENBRIER COUNTY, 170 FEET SOUTHWEST OF THE
 HX0575'CHESAPEAKE AND OHIO RAILWAY STATION, AT BRIDGE 296, ON THE TOP
 HX0575'OF THE NORTHEAST CORNER, 3 YARDS EAST OF THE EAST RAIL, AND ABOUT
 HX0575'1/2 FOOT LOWER THAN THE RAIL.  NOTE-- BRIDGE LOOKS AS THOUGH IT
 HX0575'HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2192 ***********************************************************************
 HX2192  CBN         -  This is a Cooperative Base Network Control Station.
 HX2192  DESIGNATION -  192 JJS
 HX2192  PID         -  HX2192
 HX2192  STATE/COUNTY-  WV/LINCOLN
 HX2192  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2192
 HX2192                         *CURRENT SURVEY CONTROL
 HX2192  ___________________________________________________________________
 HX2192* NAD 83(1995)-  38 14 19.27207(N)    081 59 24.03143(W)     ADJUSTED  
 HX2192* NAVD 88     -       203.375  (meters)     667.24   (feet)  ADJUSTED  
 HX2192  ___________________________________________________________________
 HX2192  X           -     698,987.485 (meters)                     COMP
 HX2192  Y           -  -4,967,269.201 (meters)                     COMP
 HX2192  Z           -   3,926,392.875 (meters)                     COMP
 HX2192  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 HX2192  ELLIP HEIGHT-         170.37  (meters)          (04/23/01) GPS OBS
 HX2192  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HX2192  DYNAMIC HT  -         203.231 (meters)     666.77  (feet)  COMP
 HX2192  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 HX2192
 HX2192  HORZ ORDER  -  A
 HX2192  VERT ORDER  -  SECOND    CLASS 0
 HX2192  ELLP ORDER  -  FOURTH    CLASS I
 HX2192
 HX2192.The horizontal coordinates were established by GPS observations
 HX2192.and adjusted by the National Geodetic Survey in April 2001..
 HX2192
 HX2192.The orthometric height was determined by differential leveling
 HX2192.and adjusted by the National Geodetic Survey in June 1991..
 HX2192
 HX2192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX2192
 HX2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2192
 HX2192.The ellipsoidal height was determined by GPS observations
 HX2192.and is referenced to NAD 83.
 HX2192
 HX2192.The geoid height was determined by GEOID03.
 HX2192
 HX2192.The dynamic height is computed by dividing the NAVD 88
 HX2192.geopotential number by the normal gravity value computed on the
 HX2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2192.degrees latitude (g = 980.6199 gals.).
 HX2192
 HX2192.The modeled gravity was interpolated from observed gravity values.
 HX2192
 HX2192;                    North         East     Units Scale Factor Converg.
 HX2192;SPC WV S     -   137,942.902   513,335.740   MT  0.99992612   -0 36 43.3
 HX2192;UTM  17      - 4,232,761.651   413,361.339   MT  0.99969244   -0 36 46.1
 HX2192
 HX2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2192!SPC WV S     -   0.99997327  x   0.99992612  =   0.99989939
 HX2192!UTM  17      -   0.99997327  x   0.99969244  =   0.99966572
 HX2192
 HX2192                          SUPERSEDED SURVEY CONTROL
 HX2192
 HX2192  NAVD 88 (04/23/01)  203.38   (m)          667.3    (f) LEVELING    3  
 HX2192  NGVD 29 (??/??/92)  203.586  (m)          667.93   (f) ADJ UNCH    2 0
 HX2192
 HX2192.Superseded values are not recommended for survey control.
 HX2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2192.See file dsdata.txt to determine how the superseded data were derived.
 HX2192
 HX2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC1336132762(NAD 83)
 HX2192_MARKER: DB = BENCH MARK DISK
 HX2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2192_STAMPING: 668 192 JJS 1956
 HX2192_MARK LOGO: USGS  
 HX2192_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2192+STABILITY: SURFACE MOTION
 HX2192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2192+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 HX2192
 HX2192  HISTORY     - Date     Condition        Report By
 HX2192  HISTORY     - 1956     MONUMENTED       USGS
 HX2192  HISTORY     - 1957     GOOD             NGS
 HX2192  HISTORY     - 20000323 GOOD             WVALS
 HX2192  HISTORY     - 20021120 GOOD             INDIV
 HX2192  HISTORY     - 20021120 GOOD             INDIV
 HX2192  HISTORY     - 20040519 GOOD             NGS
 HX2192  HISTORY     - 20041214 GOOD             INDIV
 HX2192
 HX2192                          STATION DESCRIPTION
 HX2192
 HX2192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HX2192'0.2 MI E FROM GRIFFITHSVILLE.
 HX2192'ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 HX2192'AT GRIFFITHSVILLE, 42 FEET NORTH OF THE CENTER LINE OF THE
 HX2192'ROAD, 32 FEET SOUTH OF FLAG POLE, 51 FEET SOUTHWEST OF THE
 HX2192'SOUTHEAST CORNER OF A ONE STORY TAN BRICK ELEMENTARY SCHOOL
 HX2192'BUILDING, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HX2192'LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE ROAD.
 HX2192
 HX2192                          STATION RECOVERY (2000)
 HX2192
 HX2192'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (SP)
 HX2192'THE STATION IS LOCATED ABOUT 32.9 KM (20.5 MI) WEST-SOUTHWEST OF
 HX2192'CHARLESTON, 21.2 KM (13.2 MI) SOUTH-SOUTHEAST OF CULLODEN AND IN
 HX2192'GRIFFITHSVILLE.  OWNERSHIP -- GRIFFITHSVILLE ELEMENTARY SCHOOL.
 HX2192'
 HX2192'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND
 HX2192'214, GO NORTHWEST FOR 3.4 KM (2.1 MI) TO THE STATION ON THE RIGHT IN
 HX2192'THE LAWN OF THE GRIFFITHSVILLE ELEMENTARY SCHOOL.
 HX2192'
 HX2192'THE STATION IS 15.5 M (51.0 FT) SOUTHWEST OF THE SOUTHEAST
 HX2192'CORNER OF A SCHOOL BUILDING, 12.8 M (42.0 FT) NORTH OF THE HIGHWAY
 HX2192'AND 0.98 M (3.2 FT) SOUTH OF A FLAG POLE.
 HX2192
 HX2192                          STATION RECOVERY (2002)
 HX2192
 HX2192'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 HX2192'RECOVERED IN GOOD CONDITION.
 HX2192
 HX2192                          STATION RECOVERY (2002)
 HX2192
 HX2192'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CSM)
 HX2192'RECOVERED AS DESCRIBED.
 HX2192
 HX2192                          STATION RECOVERY (2004)
 HX2192
 HX2192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 HX2192'RECOVERED AS DESCRIBED.
 HX2192
 HX2192                          STATION RECOVERY (2004)
 HX2192
 HX2192'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX2192'SCHOOL NOW CLOSED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1895 ***********************************************************************
 HW1895  DESIGNATION -  1930 USGS RESET 1961
 HW1895  PID         -  HW1895
 HW1895  STATE/COUNTY-  WV/RANDOLPH
 HW1895  USGS QUAD   -  ELKINS (1995)
 HW1895
 HW1895                         *CURRENT SURVEY CONTROL
 HW1895  ___________________________________________________________________
 HW1895* NAD 83(1986)-  38 55 31.     (N)    079 51 02.     (W)     SCALED    
 HW1895* NAVD 88     -       587.925  (meters)    1928.88   (feet)  ADJUSTED  
 HW1895  ___________________________________________________________________
 HW1895  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HW1895  DYNAMIC HT  -         587.509 (meters)    1927.52  (feet)  COMP
 HW1895  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 HW1895
 HW1895  VERT ORDER  -  FIRST     CLASS II
 HW1895
 HW1895.The horizontal coordinates were scaled from a topographic map and have
 HW1895.an estimated accuracy of +/- 6 seconds.
 HW1895
 HW1895.The orthometric height was determined by differential leveling
 HW1895.and adjusted by the National Geodetic Survey in June 1991..
 HW1895.WARNING-Repeat measurements at this control monument indicate possible
 HW1895.vertical movement.
 HW1895
 HW1895.The geoid height was determined by GEOID03.
 HW1895
 HW1895.The dynamic height is computed by dividing the NAVD 88
 HW1895.geopotential number by the normal gravity value computed on the
 HW1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1895.degrees latitude (g = 980.6199 gals.).
 HW1895
 HW1895.The modeled gravity was interpolated from observed gravity values.
 HW1895
 HW1895;                    North         East    Units  Estimated Accuracy
 HW1895;SPC WV S     -   214,310.      699,680.      MT  (+/- 180 meters Scaled)
 HW1895
 HW1895                          SUPERSEDED SURVEY CONTROL
 HW1895
 HW1895.No superseded survey control is available for this station.
 HW1895
 HW1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND996091(NAD 83)
 HW1895_MARKER: DD = SURVEY DISK
 HW1895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1895_SP_SET: CONCRETE BASE
 HW1895_STAMPING: 1930 ADJ 1903 RESET 1961
 HW1895_MARK LOGO: USGS  
 HW1895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1895
 HW1895  HISTORY     - Date     Condition        Report By
 HW1895  HISTORY     - 1961     MONUMENTED       USGS
 HW1895  HISTORY     - 1962     GOOD             NGS
 HW1895  HISTORY     - 1983     GOOD             NGS
 HW1895
 HW1895                          STATION DESCRIPTION
 HW1895
 HW1895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1895'AT ELKINS.
 HW1895'AT ELKINS, SET IN THE CONCRETE BASE AT THE SOUTH END OF A
 HW1895'GUARDRAIL FOR THE WESTERN MARYLAND RAILWAY PARKING LOT, 17.4
 HW1895'FEET NORTH OF THE NORTHWEST CORNER OF THE WESTERN MARYLAND
 HW1895'RAILWAY STATION, 13 FEET EAST OF THE EAST RAIL, 0.8 FOOT SOUTH
 HW1895'OF THE SOUTH MOST GUARDRAIL POST, 20 FEET NORTHWEST OF BENCH
 HW1895'MARK V 2, ABOUT LEVEL WITH THE SIDEWALK, AND ABOUT 1 FOOT ABOVE
 HW1895'THE LEVEL OF THE TRACK.
 HW1895
 HW1895                          STATION RECOVERY (1983)
 HW1895
 HW1895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0660 ***********************************************************************
 GX0660  DESIGNATION -  1933 B 2 USGS
 GX0660  PID         -  GX0660
 GX0660  STATE/COUNTY-  WV/SUMMERS
 GX0660  USGS QUAD   -  FOREST HILL (1976)
 GX0660
 GX0660                         *CURRENT SURVEY CONTROL
 GX0660  ___________________________________________________________________
 GX0660* NAD 83(1986)-  37 34 12.     (N)    080 47 20.     (W)     SCALED    
 GX0660* NAVD 88     -       588.559  (meters)    1930.96   (feet)  ADJUSTED  
 GX0660  ___________________________________________________________________
 GX0660  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX0660  DYNAMIC HT  -         588.064 (meters)    1929.34  (feet)  COMP
 GX0660  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 GX0660
 GX0660  VERT ORDER  -  FIRST     CLASS II
 GX0660
 GX0660.The horizontal coordinates were scaled from a topographic map and have
 GX0660.an estimated accuracy of +/- 6 seconds.
 GX0660
 GX0660.The orthometric height was determined by differential leveling
 GX0660.and adjusted by the National Geodetic Survey in June 1991..
 GX0660
 GX0660.The geoid height was determined by GEOID03.
 GX0660
 GX0660.The dynamic height is computed by dividing the NAVD 88
 GX0660.geopotential number by the normal gravity value computed on the
 GX0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0660.degrees latitude (g = 980.6199 gals.).
 GX0660
 GX0660.The modeled gravity was interpolated from observed gravity values.
 GX0660
 GX0660;                    North         East    Units  Estimated Accuracy
 GX0660;SPC WV S     -    63,290.      618,650.      MT  (+/- 180 meters Scaled)
 GX0660
 GX0660                          SUPERSEDED SURVEY CONTROL
 GX0660
 GX0660  NGVD 29 (??/??/92)  588.720  (m)         1931.49   (f) ADJ UNCH    1 2
 GX0660
 GX0660.Superseded values are not recommended for survey control.
 GX0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0660.See file dsdata.txt to determine how the superseded data were derived.
 GX0660
 GX0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB186581(NAD 83)
 GX0660_MARKER: DD = SURVEY DISK
 GX0660_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX0660_STAMPING: 1933 B 2
 GX0660_MARK LOGO: USGS  
 GX0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0660+STABILITY: SURFACE MOTION
 GX0660
 GX0660  HISTORY     - Date     Condition        Report By
 GX0660  HISTORY     - 1933     MONUMENTED       USGS
 GX0660  HISTORY     - 1958     GOOD             NGS
 GX0660  HISTORY     - 1984     GOOD             NGS
 GX0660
 GX0660                          STATION DESCRIPTION
 GX0660
 GX0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0660'AT FOREST HILL.
 GX0660'AT FOREST HILL, 26 1/2 FEET EAST OF THE CENTER LINE OF STATE
 GX0660'HIGHWAY 12, SET VERTICALLY IN THE WEST FACE OF STONE MASONRY
 GX0660'RETAINING WALL IN FRONT OF THE FOREST HILL METHODIST CHURCH,
 GX0660'16 1/2 FEET SOUTH OF SOUTH EDGE OF TOP OF THE FIRST LANDING
 GX0660'FOR CONCRETE STEPS AT ENTRANCE TO CHURCH, 73 FEET NORTHEAST
 GX0660'OF CENTER OF T JUNCTION OF HIGHWAY 12 AND SEMINOLE ROAD LEADING
 GX0660'WEST, 24 FEET SOUTHWEST OF WEST END OF THE SOUTH CONCRETE
 GX0660'BANISTER AT ENTRANCE TO CHURCH, 3.3 FEET ABOVE THE GROUND, 0.4
 GX0660'FOOT BELOW THE TOP OF WALL, AND ABOUT 8 FEET ABOVE THE LEVEL OF
 GX0660'THE HIGHWAY.
 GX0660
 GX0660                          STATION RECOVERY (1984)
 GX0660
 GX0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1410 ***********************************************************************
 HW1410  DESIGNATION -  1935
 HW1410  PID         -  HW1410
 HW1410  STATE/COUNTY-  WV/PENDLETON
 HW1410  USGS QUAD   -  CIRCLEVILLE (1995)
 HW1410
 HW1410                         *CURRENT SURVEY CONTROL
 HW1410  ___________________________________________________________________
 HW1410* NAD 83(1986)-  38 42 59.     (N)    079 27 38.     (W)     SCALED    
 HW1410* NAVD 88     -       589.876  (meters)    1935.28   (feet)  ADJUSTED  
 HW1410  ___________________________________________________________________
 HW1410  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HW1410  DYNAMIC HT  -         589.440 (meters)    1933.85  (feet)  COMP
 HW1410  MODELED GRAV-     979,869.6   (mgal)                       NAVD 88
 HW1410
 HW1410  VERT ORDER  -  SECOND    CLASS 0
 HW1410
 HW1410.The horizontal coordinates were scaled from a topographic map and have
 HW1410.an estimated accuracy of +/- 6 seconds.
 HW1410
 HW1410.The orthometric height was determined by differential leveling
 HW1410.and adjusted by the National Geodetic Survey in June 1991..
 HW1410
 HW1410.The geoid height was determined by GEOID03.
 HW1410
 HW1410.The dynamic height is computed by dividing the NAVD 88
 HW1410.geopotential number by the normal gravity value computed on the
 HW1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1410.degrees latitude (g = 980.6199 gals.).
 HW1410
 HW1410.The modeled gravity was interpolated from observed gravity values.
 HW1410
 HW1410;                    North         East    Units  Estimated Accuracy
 HW1410;SPC WV S     -   191,620.      733,880.      MT  (+/- 180 meters Scaled)
 HW1410
 HW1410                          SUPERSEDED SURVEY CONTROL
 HW1410
 HW1410  NGVD 29 (??/??/92)  589.997  (m)         1935.68   (f) ADJ UNCH    2 0
 HW1410
 HW1410.Superseded values are not recommended for survey control.
 HW1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1410.See file dsdata.txt to determine how the superseded data were derived.
 HW1410
 HW1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC338864(NAD 83)
 HW1410_MARKER: DD = SURVEY DISK
 HW1410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1410_SP_SET: CULVERT
 HW1410_STAMPING: 1935
 HW1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1410
 HW1410  HISTORY     - Date     Condition        Report By
 HW1410  HISTORY     - UNK      MONUMENTED       USGS
 HW1410  HISTORY     - 1934     GOOD             NGS
 HW1410
 HW1410                          STATION DESCRIPTION
 HW1410
 HW1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1410'2.4 MI S FROM RIVERTON.
 HW1410'2.4 MILES SOUTH ALONG U.S. HIGHWAY 33 FROM RIVERTON, PENDLETON
 HW1410'COUNTY, ACROSS THE HIGHWAY AND 100 YARDS SOUTH OF A SCHOOL, AT
 HW1410'A CONCRETE CULVERT, IN THE TOP OF THE SOUTH END OF THE EAST
 HW1410'HEADWALL, 5 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 HW1410'1/2 FOOT HIGHER THAN THE HIGHWAY A U.S. GEOLOGICAL SURVEY
 HW1410'STANDARD DISK, STAMPED 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0882 ***********************************************************************
 JW0882  DESIGNATION -  1944
 JW0882  PID         -  JW0882
 JW0882  STATE/COUNTY-  WV/RANDOLPH
 JW0882  USGS QUAD   -  MONTROSE (1995)
 JW0882
 JW0882                         *CURRENT SURVEY CONTROL
 JW0882  ___________________________________________________________________
 JW0882* NAD 83(1986)-  39 00 42.     (N)    079 48 51.     (W)     SCALED    
 JW0882* NAVD 88     -       592.594  (meters)    1944.20   (feet)  ADJUSTED  
 JW0882  ___________________________________________________________________
 JW0882  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JW0882  DYNAMIC HT  -         592.177 (meters)    1942.83  (feet)  COMP
 JW0882  MODELED GRAV-     979,904.7   (mgal)                       NAVD 88
 JW0882
 JW0882  VERT ORDER  -  SECOND    CLASS 0
 JW0882
 JW0882.The horizontal coordinates were scaled from a topographic map and have
 JW0882.an estimated accuracy of +/- 6 seconds.
 JW0882
 JW0882.The orthometric height was determined by differential leveling
 JW0882.and adjusted by the National Geodetic Survey in June 1991..
 JW0882
 JW0882.The geoid height was determined by GEOID03.
 JW0882
 JW0882.The dynamic height is computed by dividing the NAVD 88
 JW0882.geopotential number by the normal gravity value computed on the
 JW0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0882.degrees latitude (g = 980.6199 gals.).
 JW0882
 JW0882.The modeled gravity was interpolated from observed gravity values.
 JW0882
 JW0882;                    North         East    Units  Estimated Accuracy
 JW0882;SPC WV S     -   223,940.      702,710.      MT  (+/- 180 meters Scaled)
 JW0882
 JW0882                          SUPERSEDED SURVEY CONTROL
 JW0882
 JW0882  NGVD 29 (??/??/92)  592.759  (m)         1944.74   (f) ADJ UNCH    2 0
 JW0882
 JW0882.Superseded values are not recommended for survey control.
 JW0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0882.See file dsdata.txt to determine how the superseded data were derived.
 JW0882
 JW0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD026187(NAD 83)
 JW0882_MARKER: DD = SURVEY DISK
 JW0882_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0882_SP_SET: BRIDGE
 JW0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0882
 JW0882  HISTORY     - Date     Condition        Report By
 JW0882  HISTORY     - UNK      MONUMENTED       USGS
 JW0882  HISTORY     - 1935     GOOD             NGS
 JW0882
 JW0882                          STATION DESCRIPTION
 JW0882
 JW0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0882'AT KERENS.
 JW0882'AT KERENS, RANDOLPH COUNTY, ON THE WESTERN MARYLAND RAILWAY, 350
 JW0882'FEET SOUTH OF THE STATION, AT A BRIDGE, IN THE TOP OF THE SOUTHWEST
 JW0882'BRIDGE SEAT OF THE SOUTH CONCRETE ABUTMENT, 12 FEET WEST OF THE
 JW0882'CENTERLINE OF THE TRACK, AND 2-1/2 FEET LOWER THAN THE TRACK.  A
 JW0882'U.S. GEOLOGICAL SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0571 ***********************************************************************
 HX0571  DESIGNATION -  1948
 HX0571  PID         -  HX0571
 HX0571  STATE/COUNTY-  WV/GREENBRIER
 HX0571  USGS QUAD   -  DROOP (1995)
 HX0571
 HX0571                         *CURRENT SURVEY CONTROL
 HX0571  ___________________________________________________________________
 HX0571* NAD 83(1986)-  38 01 28.     (N)    080 15 15.     (W)     SCALED    
 HX0571* NAVD 88     -       593.780  (meters)    1948.09   (feet)  ADJUSTED  
 HX0571  ___________________________________________________________________
 HX0571  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HX0571  DYNAMIC HT  -         593.268 (meters)    1946.41  (feet)  COMP
 HX0571  MODELED GRAV-     979,749.0   (mgal)                       NAVD 88
 HX0571
 HX0571  VERT ORDER  -  FIRST     CLASS II
 HX0571
 HX0571.The horizontal coordinates were scaled from a topographic map and have
 HX0571.an estimated accuracy of +/- 6 seconds.
 HX0571
 HX0571.The orthometric height was determined by differential leveling
 HX0571.and adjusted by the National Geodetic Survey in June 1991..
 HX0571
 HX0571.The geoid height was determined by GEOID03.
 HX0571
 HX0571.The dynamic height is computed by dividing the NAVD 88
 HX0571.geopotential number by the normal gravity value computed on the
 HX0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0571.degrees latitude (g = 980.6199 gals.).
 HX0571
 HX0571.The modeled gravity was interpolated from observed gravity values.
 HX0571
 HX0571;                    North         East    Units  Estimated Accuracy
 HX0571;SPC WV S     -   113,970.      665,480.      MT  (+/- 180 meters Scaled)
 HX0571
 HX0571                          SUPERSEDED SURVEY CONTROL
 HX0571
 HX0571  NGVD 29 (??/??/92)  593.885  (m)         1948.44   (f) ADJ UNCH    1 2
 HX0571
 HX0571.Superseded values are not recommended for survey control.
 HX0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0571.See file dsdata.txt to determine how the superseded data were derived.
 HX0571
 HX0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC654087(NAD 83)
 HX0571_MARKER: DD = SURVEY DISK
 HX0571_SETTING: 80 = SET IN A BOULDER
 HX0571_SP_SET: BOULDER
 HX0571_STAMPING: W VA 1920 1948
 HX0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0571+STABILITY: SURFACE MOTION
 HX0571
 HX0571  HISTORY     - Date     Condition        Report By
 HX0571  HISTORY     - 1920     MONUMENTED       USGS
 HX0571  HISTORY     - 1962     GOOD             NGS
 HX0571  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0571  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0571
 HX0571                          STATION DESCRIPTION
 HX0571
 HX0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0571'2.4 MI E FROM HORROCK.
 HX0571'2.4 MILES EAST ALONG CHESAPEAKE AND OHIO RAILWAY FROM THE GRADED
 HX0571'ROAD CROSSING AT HORROCK, ABOUT 1.15 MILES EAST OF THE EAST END
 HX0571'OF A RAILWAY TUNNEL THROUGH THE MOUNTAIN, ABOUT 0.15 MILE
 HX0571'SOUTHEAST OF MILE-POST 32, SET ON TOP OF A 12 BY 4 FOOT FLAT
 HX0571'EMBEDDED BOULDER AT THE NORTHWEST END OF A LARGE BOULDER ABOUT
 HX0571'20 FEET LONG PROJECTING 10 FEET, AT A PLACE CALLED DROOP MOUNTAIN,
 HX0571'17.8 MILES NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 HX0571'2 FEET WEST OF THE NORTHWEST END OF THE LARGE BOULDER, 6.5 FEET
 HX0571'EAST OF THE WEST END OF THE BOULDER, AND ABOUT LEVEL WITH THE RAIL.
 HX0571
 HX0571                          STATION RECOVERY (1983)
 HX0571
 HX0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0571'MARK NOT FOUND.
 HX0571
 HX0571                          STATION RECOVERY (1983)
 HX0571
 HX0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2073 ***********************************************************************
 HW2073  DESIGNATION -  1960 USGS
 HW2073  PID         -  HW2073
 HW2073  STATE/COUNTY-  WV/RANDOLPH
 HW2073  USGS QUAD   -  BEVERLY WEST (1995)
 HW2073
 HW2073                         *CURRENT SURVEY CONTROL
 HW2073  ___________________________________________________________________
 HW2073* NAD 83(1986)-  38 48 32.     (N)    079 52 54.     (W)     SCALED    
 HW2073* NAVD 88     -       596.543  (meters)    1957.16   (feet)  ADJUSTED  
 HW2073  ___________________________________________________________________
 HW2073  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HW2073  DYNAMIC HT  -         596.109 (meters)    1955.73  (feet)  COMP
 HW2073  MODELED GRAV-     979,882.5   (mgal)                       NAVD 88
 HW2073
 HW2073  VERT ORDER  -  FIRST     CLASS II
 HW2073
 HW2073.The horizontal coordinates were scaled from a topographic map and have
 HW2073.an estimated accuracy of +/- 6 seconds.
 HW2073
 HW2073.The orthometric height was determined by differential leveling
 HW2073.and adjusted by the National Geodetic Survey in June 1991..
 HW2073
 HW2073.The geoid height was determined by GEOID03.
 HW2073
 HW2073.The dynamic height is computed by dividing the NAVD 88
 HW2073.geopotential number by the normal gravity value computed on the
 HW2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2073.degrees latitude (g = 980.6199 gals.).
 HW2073
 HW2073.The modeled gravity was interpolated from observed gravity values.
 HW2073
 HW2073;                    North         East    Units  Estimated Accuracy
 HW2073;SPC WV S     -   201,360.      697,130.      MT  (+/- 180 meters Scaled)
 HW2073
 HW2073                          SUPERSEDED SURVEY CONTROL
 HW2073
 HW2073  NGVD 29 (??/??/92)  596.698  (m)         1957.67   (f) ADJ UNCH    1 2
 HW2073
 HW2073.Superseded values are not recommended for survey control.
 HW2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2073.See file dsdata.txt to determine how the superseded data were derived.
 HW2073
 HW2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC971961(NAD 83)
 HW2073_MARKER: DD = SURVEY DISK
 HW2073_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HW2073_STAMPING: 1960 W. VA.
 HW2073_MARK LOGO: USGS  
 HW2073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2073
 HW2073  HISTORY     - Date     Condition        Report By
 HW2073  HISTORY     - 1960     MONUMENTED       USGS
 HW2073  HISTORY     - 1962     GOOD             NGS
 HW2073  HISTORY     - 1983     GOOD             NGS
 HW2073
 HW2073                          STATION DESCRIPTION
 HW2073
 HW2073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW2073'1.2 MI N FROM DAILEY.
 HW2073'ABOUT 1.2 MILES NORTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2073'POST OFFICE AT DAILEY, AT THE JUNCTION OF A BLACK TOP ROAD
 HW2073'LEADING SOUTH, SET ON TOP OF THE NORTH END OF THE EAST ABUTMENT
 HW2073'OF A STEEL BRIDGE 152-E OVER THE TYGART RIVER, 54 FEET SOUTHWEST
 HW2073'OF THE CENTER LINE OF THE JUNCTION, 14 FEET NORTH OF THE CENTER
 HW2073'LINE OF THE HIGHWAY, 23 FEET SOUTH OF A TELEPHONE POLE MP 264,
 HW2073'AND ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- THIS
 HW2073'BENCH MARK CAN ALSO BE REACHED BY GOING 2.3 MILES SOUTH ALONG
 HW2073'U.S. HIGHWAY 219 AND 250 FROM THE POST OFFICE AT BEVERLY.
 HW2073
 HW2073                          STATION RECOVERY (1983)
 HW2073
 HW2073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0569 ***********************************************************************
 HX0569  DESIGNATION -  1976
 HX0569  PID         -  HX0569
 HX0569  STATE/COUNTY-  WV/GREENBRIER
 HX0569  USGS QUAD   -  DENMAR (1995)
 HX0569
 HX0569                         *CURRENT SURVEY CONTROL
 HX0569  ___________________________________________________________________
 HX0569* NAD 83(1986)-  38 02 27.     (N)    080 14 06.     (W)     SCALED    
 HX0569* NAVD 88     -       602.252  (meters)    1975.89   (feet)  ADJUSTED  
 HX0569  ___________________________________________________________________
 HX0569  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HX0569  DYNAMIC HT  -         601.735 (meters)    1974.19  (feet)  COMP
 HX0569  MODELED GRAV-     979,751.7   (mgal)                       NAVD 88
 HX0569
 HX0569  VERT ORDER  -  FIRST     CLASS II
 HX0569
 HX0569.The horizontal coordinates were scaled from a topographic map and have
 HX0569.an estimated accuracy of +/- 6 seconds.
 HX0569
 HX0569.The orthometric height was determined by differential leveling
 HX0569.and adjusted by the National Geodetic Survey in June 1991..
 HX0569
 HX0569.The geoid height was determined by GEOID03.
 HX0569
 HX0569.The dynamic height is computed by dividing the NAVD 88
 HX0569.geopotential number by the normal gravity value computed on the
 HX0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0569.degrees latitude (g = 980.6199 gals.).
 HX0569
 HX0569.The modeled gravity was interpolated from observed gravity values.
 HX0569
 HX0569;                    North         East    Units  Estimated Accuracy
 HX0569;SPC WV S     -   115,800.      667,150.      MT  (+/- 180 meters Scaled)
 HX0569
 HX0569                          SUPERSEDED SURVEY CONTROL
 HX0569
 HX0569  NGVD 29 (??/??/92)  602.336  (m)         1976.16   (f) ADJ UNCH    1 2
 HX0569
 HX0569.Superseded values are not recommended for survey control.
 HX0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0569.See file dsdata.txt to determine how the superseded data were derived.
 HX0569
 HX0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC671106(NAD 83)
 HX0569_MARKER: DD = SURVEY DISK
 HX0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0569_SP_SET: CULVERT COPING
 HX0569_STAMPING: W VA 1976 1920
 HX0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0569
 HX0569  HISTORY     - Date     Condition        Report By
 HX0569  HISTORY     - 1920     MONUMENTED       USGS
 HX0569  HISTORY     - 1933     GOOD             NGS
 HX0569  HISTORY     - 1962     GOOD             NGS
 HX0569  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0569  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0569
 HX0569                          STATION DESCRIPTION
 HX0569
 HX0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX0569'3.3 MI S FROM BEARD.
 HX0569'IN GREENBRIER COUNTY, 3.3 MILES SOUTH ALONG THE CHESAPEAKE AND
 HX0569'OHIO RAILWAY FROM THE STATION AT BEARD, POCAHONTAS COUNTY, 0.9
 HX0569'MILE SOUTHWEST OF THE STATION AT LOCUST, POCAHONTAS COUNTY, ON THE
 HX0569'EAST SIDE OF THE TRACK, AND IN THE TOP OF THE STONE COPING OF
 HX0569'A SMALL CULVERT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HX0569'DISK, STAMPED 1976.
 HX0569
 HX0569                          STATION RECOVERY (1962)
 HX0569
 HX0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX0569'RECOVERED IN GOOD CONDITION.
 HX0569
 HX0569                          STATION RECOVERY (1983)
 HX0569
 HX0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0569'MARK NOT FOUND.
 HX0569
 HX0569                          STATION RECOVERY (1983)
 HX0569
 HX0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0046 ***********************************************************************
 GX0046  DESIGNATION -  1981
 GX0046  PID         -  GX0046
 GX0046  STATE/COUNTY-  WV/GREENBRIER
 GX0046  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0046
 GX0046                         *CURRENT SURVEY CONTROL
 GX0046  ___________________________________________________________________
 GX0046* NAD 83(1986)-  37 46 32.     (N)    080 17 04.     (W)     SCALED    
 GX0046* NAVD 88     -       603.655  (meters)    1980.49   (feet)  ADJUSTED  
 GX0046  ___________________________________________________________________
 GX0046  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GX0046  DYNAMIC HT  -         603.142 (meters)    1978.81  (feet)  COMP
 GX0046  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 GX0046
 GX0046  VERT ORDER  -  FIRST     CLASS II
 GX0046
 GX0046.The horizontal coordinates were scaled from a topographic map and have
 GX0046.an estimated accuracy of +/- 6 seconds.
 GX0046
 GX0046.The orthometric height was determined by differential leveling
 GX0046.and adjusted by the National Geodetic Survey in June 1991..
 GX0046
 GX0046.The geoid height was determined by GEOID03.
 GX0046
 GX0046.The dynamic height is computed by dividing the NAVD 88
 GX0046.geopotential number by the normal gravity value computed on the
 GX0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0046.degrees latitude (g = 980.6199 gals.).
 GX0046
 GX0046.The modeled gravity was interpolated from observed gravity values.
 GX0046
 GX0046;                    North         East    Units  Estimated Accuracy
 GX0046;SPC WV S     -    86,320.      663,040.      MT  (+/- 180 meters Scaled)
 GX0046
 GX0046                          SUPERSEDED SURVEY CONTROL
 GX0046
 GX0046  NGVD 29 (??/??/92)  603.796  (m)         1980.95   (f) ADJ UNCH    1 2
 GX0046
 GX0046.Superseded values are not recommended for survey control.
 GX0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0046.See file dsdata.txt to determine how the superseded data were derived.
 GX0046
 GX0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB630811(NAD 83)
 GX0046_MARKER: DD = SURVEY DISK
 GX0046_SETTING: 66 = SET IN ROCK OUTCROP
 GX0046_SP_SET: ROCK CUT
 GX0046_STAMPING: 1981
 GX0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0046+STABILITY: POSITION/ELEVATION WELL
 GX0046
 GX0046  HISTORY     - Date     Condition        Report By
 GX0046  HISTORY     - UNK      MONUMENTED       USGS
 GX0046  HISTORY     - 1958     GOOD             NGS
 GX0046
 GX0046                          STATION DESCRIPTION
 GX0046
 GX0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0046'1.8 MI SE FROM W SULPHUR SPRINGS.
 GX0046'ABOUT 1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0046'FROM THE STATION AT WHITE SULPHUR SPRINGS, AT MILEPOST 310, 19
 GX0046'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, SET
 GX0046'VERTICALLY IN THE NORTHEAST FACE OF A LARGE ROCK CUT, ON THE INSIDE
 GX0046'OF A LONG CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, 18
 GX0046'FEET NORTHWEST OF THE MILEPOST, 2 1/2 FEET ABOVE THE GROUND, AND
 GX0046'ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0879 ***********************************************************************
 JW0879  DESIGNATION -  1997
 JW0879  PID         -  JW0879
 JW0879  STATE/COUNTY-  WV/RANDOLPH
 JW0879  USGS QUAD   -  MONTROSE (1995)
 JW0879
 JW0879                         *CURRENT SURVEY CONTROL
 JW0879  ___________________________________________________________________
 JW0879* NAD 83(1986)-  39 04 23.     (N)    079 48 35.     (W)     SCALED    
 JW0879* NAVD 88     -       608.702  (meters)    1997.05   (feet)  ADJUSTED  
 JW0879  ___________________________________________________________________
 JW0879  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JW0879  DYNAMIC HT  -         608.280 (meters)    1995.67  (feet)  COMP
 JW0879  MODELED GRAV-     979,913.3   (mgal)                       NAVD 88
 JW0879
 JW0879  VERT ORDER  -  SECOND    CLASS 0
 JW0879
 JW0879.The horizontal coordinates were scaled from a topographic map and have
 JW0879.an estimated accuracy of +/- 6 seconds.
 JW0879
 JW0879.The orthometric height was determined by differential leveling
 JW0879.and adjusted by the National Geodetic Survey in June 1991..
 JW0879
 JW0879.The geoid height was determined by GEOID03.
 JW0879
 JW0879.The dynamic height is computed by dividing the NAVD 88
 JW0879.geopotential number by the normal gravity value computed on the
 JW0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0879.degrees latitude (g = 980.6199 gals.).
 JW0879
 JW0879.The modeled gravity was interpolated from observed gravity values.
 JW0879
 JW0879;                    North         East    Units  Estimated Accuracy
 JW0879;SPC WV S     -   230,760.      703,010.      MT  (+/- 180 meters Scaled)
 JW0879
 JW0879                          SUPERSEDED SURVEY CONTROL
 JW0879
 JW0879  NGVD 29 (??/??/92)  608.861  (m)         1997.57   (f) ADJ UNCH    2 0
 JW0879
 JW0879.Superseded values are not recommended for survey control.
 JW0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0879.See file dsdata.txt to determine how the superseded data were derived.
 JW0879
 JW0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD029255(NAD 83)
 JW0879_MARKER: DD = SURVEY DISK
 JW0879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0879_SP_SET: BRIDGE
 JW0879_STAMPING: 1997 1903
 JW0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0879
 JW0879  HISTORY     - Date     Condition        Report By
 JW0879  HISTORY     - 1903     MONUMENTED       USGS
 JW0879  HISTORY     - 1935     GOOD             NGS
 JW0879
 JW0879                          STATION DESCRIPTION
 JW0879
 JW0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0879'0.3 MI NE FROM MONTROSE.
 JW0879'0.3 MILE NORTHEAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0879'STATION AT MONTROSE, RANDOLPH COUNTY, 100 FEET NORTH OF THE
 JW0879'CENTERLINE OF U.S. HIGHWAY 219, AT A RAILROAD BRIDGE DIRECTLY
 JW0879'OPPOSITE A HIGHWAY BRIDGE, IN THE TOP OF THE SOUTHEAST WINGWALL OF
 JW0879'THE EAST CONCRETE ABUTMENT, 12 FEET SOUTH OF THE CENTERLINE OF
 JW0879'THE TRACK, AND 2 FEET LOWER THAN THE TRACK.  A U.S. GEOLOGICAL
 JW0879'SURVEY STANDARD DISK, STAMPED 1997 1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1660 ***********************************************************************
 GX1660  DESIGNATION -  2
 GX1660  PID         -  GX1660
 GX1660  STATE/COUNTY-  WV/MCDOWELL
 GX1660  USGS QUAD   -  WELCH (1976)
 GX1660
 GX1660                         *CURRENT SURVEY CONTROL
 GX1660  ___________________________________________________________________
 GX1660* NAD 83(1986)-  37 25 50.     (N)    081 35 08.     (W)     SCALED    
 GX1660* NAVD 88     -       396.763  (meters)    1301.71   (feet)  ADJUSTED  
 GX1660  ___________________________________________________________________
 GX1660  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX1660  DYNAMIC HT  -         396.436 (meters)    1300.64  (feet)  COMP
 GX1660  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 GX1660
 GX1660  VERT ORDER  -  SECOND    CLASS 0
 GX1660
 GX1660.The horizontal coordinates were scaled from a topographic map and have
 GX1660.an estimated accuracy of +/- 6 seconds.
 GX1660
 GX1660.The orthometric height was determined by differential leveling
 GX1660.and adjusted by the National Geodetic Survey in June 1991..
 GX1660
 GX1660.The geoid height was determined by GEOID03.
 GX1660
 GX1660.The dynamic height is computed by dividing the NAVD 88
 GX1660.geopotential number by the normal gravity value computed on the
 GX1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1660.degrees latitude (g = 980.6199 gals.).
 GX1660
 GX1660.The modeled gravity was interpolated from observed gravity values.
 GX1660
 GX1660;                    North         East    Units  Estimated Accuracy
 GX1660;SPC WV S     -    47,950.      548,170.      MT  (+/- 180 meters Scaled)
 GX1660
 GX1660                          SUPERSEDED SURVEY CONTROL
 GX1660
 GX1660  NGVD 29 (??/??/92)  396.93   (m)         1302.3    (f) COMPUTED    2 0
 GX1660
 GX1660.Superseded values are not recommended for survey control.
 GX1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1660.See file dsdata.txt to determine how the superseded data were derived.
 GX1660
 GX1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB481427(NAD 83)
 GX1660_MARKER: DB = BENCH MARK DISK
 GX1660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1660_SP_SET: CURB
 GX1660_STAMPING: 2
 GX1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1660
 GX1660  HISTORY     - Date     Condition        Report By
 GX1660  HISTORY     - UNK      MONUMENTED       WVGS
 GX1660  HISTORY     - 1958     MARK NOT FOUND   NGS
 GX1660
 GX1660                          STATION DESCRIPTION
 GX1660
 GX1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1660'AT WELCH.
 GX1660'AT WELCH, AT THE INTERSECTION OF MCDOWELL AND ELKHORN STREETS,
 GX1660'10.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK BUILDING
 GX1660'(IT WAS OCCUPIED IN 1935 BY THE PURITY FOOD MARKET), 3.7 FEET
 GX1660'WEST OF THE WEST CURB OF MCDOWELL STREET, IN THE SIDEWALK OF A
 GX1660'BRIDGE OVER ELKHORN RIVER, AND 1.5 FEET EAST OF THE BRIDGE
 GX1660'RAILING.  A STATE SURVEY STANDARD DISK, STAMPED 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0781 ***********************************************************************
 KY0781  DESIGNATION -  2
 KY0781  PID         -  KY0781
 KY0781  STATE/COUNTY-  WV/BROOKE
 KY0781  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0781
 KY0781                         *CURRENT SURVEY CONTROL
 KY0781  ___________________________________________________________________
 KY0781* NAD 83(1986)-  40 18 35.     (N)    080 35 57.     (W)     SCALED    
 KY0781* NAVD 88     -       207.361  (meters)     680.32   (feet)  ADJUSTED  
 KY0781  ___________________________________________________________________
 KY0781  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY0781  DYNAMIC HT  -         207.252 (meters)     679.96  (feet)  COMP
 KY0781  MODELED GRAV-     980,096.0   (mgal)                       NAVD 88
 KY0781
 KY0781  VERT ORDER  -  FIRST     CLASS II
 KY0781
 KY0781.The horizontal coordinates were scaled from a topographic map and have
 KY0781.an estimated accuracy of +/- 6 seconds.
 KY0781
 KY0781.The orthometric height was determined by differential leveling
 KY0781.and adjusted by the National Geodetic Survey in June 1991..
 KY0781
 KY0781.The geoid height was determined by GEOID03.
 KY0781
 KY0781.The dynamic height is computed by dividing the NAVD 88
 KY0781.geopotential number by the normal gravity value computed on the
 KY0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0781.degrees latitude (g = 980.6199 gals.).
 KY0781
 KY0781.The modeled gravity was interpolated from observed gravity values.
 KY0781
 KY0781;                    North         East    Units  Estimated Accuracy
 KY0781;SPC WV N     -   201,490.      506,570.      MT  (+/- 180 meters Scaled)
 KY0781
 KY0781                          SUPERSEDED SURVEY CONTROL
 KY0781
 KY0781  NGVD 29 (??/??/92)  207.544  (m)          680.92   (f) ADJ UNCH    1 2
 KY0781
 KY0781.Superseded values are not recommended for survey control.
 KY0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0781.See file dsdata.txt to determine how the superseded data were derived.
 KY0781
 KY0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE340622(NAD 83)
 KY0781_MARKER: Q = CHISELED SQUARE
 KY0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0781_SP_SET: STONE BASE
 KY0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0781+STABILITY: POSITION/ELEVATION WELL
 KY0781
 KY0781  HISTORY     - Date     Condition        Report By
 KY0781  HISTORY     - UNK      MONUMENTED       WVHD
 KY0781  HISTORY     - 1936     GOOD             NGS
 KY0781  HISTORY     - 1983     GOOD             NGS
 KY0781
 KY0781                          STATION DESCRIPTION
 KY0781
 KY0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0781'0.8 MI S FROM FOLLANSBEE.
 KY0781'0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0781'AT FOLLANSBEE, BROOKE COUNTY, AT THE PITTSBURGH AND WEST VIRGINIA
 KY0781'RAILWAY BRIDGE OVER THE OHIO RIVER, ON THE TOP OF THE NORTHWEST
 KY0781'CORNER OF THE BASE STONE OF THE EAST ABUTMENT, 4 YARDS EAST OF
 KY0781'THE CENTERLINE OF STATE HIGHWAY 2, AND ABOUT 3 FEET ABOVE THE
 KY0781'PAVEMENT.  A CHISELED SQUARE, LETTERED BM 2.
 KY0781
 KY0781                          STATION RECOVERY (1983)
 KY0781
 KY0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1106 ***********************************************************************
 JW1106  DESIGNATION -  20 JEA USGS
 JW1106  PID         -  JW1106
 JW1106  STATE/COUNTY-  WV/PRESTON
 JW1106  USGS QUAD   -  FELLOWSVILLE (1976)
 JW1106
 JW1106                         *CURRENT SURVEY CONTROL
 JW1106  ___________________________________________________________________
 JW1106* NAD 83(1986)-  39 19 55.     (N)    079 50 53.     (W)     SCALED    
 JW1106* NAVD 88     -       412.693  (meters)    1353.98   (feet)  ADJUSTED  
 JW1106  ___________________________________________________________________
 JW1106  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JW1106  DYNAMIC HT  -         412.430 (meters)    1353.11  (feet)  COMP
 JW1106  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 JW1106
 JW1106  VERT ORDER  -  FIRST     CLASS II
 JW1106
 JW1106.The horizontal coordinates were scaled from a topographic map and have
 JW1106.an estimated accuracy of +/- 6 seconds.
 JW1106
 JW1106.The orthometric height was determined by differential leveling
 JW1106.and adjusted by the National Geodetic Survey in June 1991..
 JW1106
 JW1106.The geoid height was determined by GEOID03.
 JW1106
 JW1106.The dynamic height is computed by dividing the NAVD 88
 JW1106.geopotential number by the normal gravity value computed on the
 JW1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1106.degrees latitude (g = 980.6199 gals.).
 JW1106
 JW1106.The modeled gravity was interpolated from observed gravity values.
 JW1106
 JW1106;                    North         East    Units  Estimated Accuracy
 JW1106;SPC WV N     -    92,420.      569,990.      MT  (+/- 180 meters Scaled)
 JW1106
 JW1106                          SUPERSEDED SURVEY CONTROL
 JW1106
 JW1106.No superseded survey control is available for this station.
 JW1106
 JW1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND992542(NAD 83)
 JW1106_MARKER: DD = SURVEY DISK
 JW1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1106_SP_SET: CONCRETE POST
 JW1106_STAMPING: 20 JEA 1355 1956
 JW1106_MARK LOGO: USGS  
 JW1106_PROJECTION: PROJECTING 6 CENTIMETERS
 JW1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1106+STABILITY: SURFACE MOTION
 JW1106
 JW1106  HISTORY     - Date     Condition        Report By
 JW1106  HISTORY     - 1956     MONUMENTED       USGS
 JW1106  HISTORY     - 1983     GOOD             NGS
 JW1106
 JW1106                          STATION DESCRIPTION
 JW1106
 JW1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1106'23.1 KM (14.4 MI) SW FROM ROWLESBURG.
 JW1106'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1106'ELEMENTARY SCHOOL IN ROWLESBURG, THENCE 18.3 KM (11.4 MI) WEST ALONG
 JW1106'U.S. HIGHWAY 50 TO THE MARK ON THE LEFT, IN THE CENTER OF THE GRASSY
 JW1106'MEDIAN OF THE Y-FORK OF THE JUNCTION OF STATE HIGHWAY 92 SOUTH,
 JW1106'11.27 METERS (37.0 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 50,
 JW1106'5.23 METERS (17.5 FT) WEST OF A HIGHWAY SIGN (SLIPPERY WHEN WET),
 JW1106'2.28 METERS (7.5 FT) SOUTHEAST OF A LONE 18-INCH MAPLE TREE.
 JW1106'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1128 ***********************************************************************
 JX1128  DESIGNATION -  200 A
 JX1128  PID         -  JX1128
 JX1128  STATE/COUNTY-  WV/WOOD
 JX1128  USGS QUAD   -  LUBECK (1994)
 JX1128
 JX1128                         *CURRENT SURVEY CONTROL
 JX1128  ___________________________________________________________________
 JX1128* NAD 83(1986)-  39 09 04.     (N)    081 44 22.     (W)     SCALED    
 JX1128* NAVD 88     -       178.950  (meters)     587.11   (feet)  ADJUSTED  
 JX1128  ___________________________________________________________________
 JX1128  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JX1128  DYNAMIC HT  -         178.836 (meters)     586.73  (feet)  COMP
 JX1128  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JX1128
 JX1128  VERT ORDER  -  FIRST     CLASS II
 JX1128
 JX1128.The horizontal coordinates were scaled from a topographic map and have
 JX1128.an estimated accuracy of +/- 6 seconds.
 JX1128
 JX1128.The orthometric height was determined by differential leveling
 JX1128.and adjusted by the National Geodetic Survey in June 1991..
 JX1128
 JX1128.The geoid height was determined by GEOID03.
 JX1128
 JX1128.The dynamic height is computed by dividing the NAVD 88
 JX1128.geopotential number by the normal gravity value computed on the
 JX1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1128.degrees latitude (g = 980.6199 gals.).
 JX1128
 JX1128.The modeled gravity was interpolated from observed gravity values.
 JX1128
 JX1128;                    North         East    Units  Estimated Accuracy
 JX1128;SPC WV N     -    74,700.      406,440.      MT  (+/- 180 meters Scaled)
 JX1128
 JX1128                          SUPERSEDED SURVEY CONTROL
 JX1128
 JX1128  NGVD 29 (??/??/92)  179.13   (m)          587.7    (f) COMPUTED    1 2
 JX1128
 JX1128.Superseded values are not recommended for survey control.
 JX1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1128.See file dsdata.txt to determine how the superseded data were derived.
 JX1128
 JX1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD361338(NAD 83)
 JX1128_MARKER: Q = CHISELED SQUARE
 JX1128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1128_SP_SET: PIER
 JX1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1128
 JX1128  HISTORY     - Date     Condition        Report By
 JX1128  HISTORY     - UNK      MONUMENTED       DOD
 JX1128  HISTORY     - 1933     GOOD             NGS
 JX1128
 JX1128                          STATION DESCRIPTION
 JX1128
 JX1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JX1128'1.9 MI N FROM BELLEVILLE.
 JX1128'ON THE KENOVA AND PITTSBURG BRANCH OF THE B AND O RR, AT LEE
 JX1128'CREEK STATION.  AT THE NORTH END OF THE EAST PIER OF RAILROAD
 JX1128'OVER LEE CREEK, 3 YARDS NORTH OF CENTERLINE OF TRACK AND 8
 JX1128'FEET BELOW GRADE OF RAILROAD.  NOTE-- 1.9 MILES  NORTH OF BY RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1129 ***********************************************************************
 JX1129  DESIGNATION -  200 A RESET
 JX1129  PID         -  JX1129
 JX1129  STATE/COUNTY-  WV/WOOD
 JX1129  USGS QUAD   -  LUBECK (1994)
 JX1129
 JX1129                         *CURRENT SURVEY CONTROL
 JX1129  ___________________________________________________________________
 JX1129* NAD 83(1986)-  39 09 04.     (N)    081 44 22.     (W)     SCALED    
 JX1129* NAVD 88     -       178.95   (+/-2cm)     587.1    (feet)  VERTCON   
 JX1129  ___________________________________________________________________
 JX1129  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JX1129
 JX1129  VERT ORDER  -  ? (See Below)
 JX1129
 JX1129.The horizontal coordinates were scaled from a topographic map and have
 JX1129.an estimated accuracy of +/- 6 seconds.
 JX1129
 JX1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1129.The vertical order pertains to the NGVD 29 superseded value.
 JX1129
 JX1129.The geoid height was determined by GEOID03.
 JX1129
 JX1129;                    North         East    Units  Estimated Accuracy
 JX1129;SPC WV N     -    74,700.      406,440.      MT  (+/- 180 meters Scaled)
 JX1129
 JX1129                          SUPERSEDED SURVEY CONTROL
 JX1129
 JX1129  NGVD 29 (??/??/92)  179.130  (m)          587.70   (f) ADJ UNCH    ?  
 JX1129
 JX1129.Superseded values are not recommended for survey control.
 JX1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1129.See file dsdata.txt to determine how the superseded data were derived.
 JX1129
 JX1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD361338(NAD 83)
 JX1129_MARKER: Z = SEE DESCRIPTION
 JX1129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1129_SP_SET: PIER
 JX1129_STAMPING: USE D 200 A
 JX1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1129
 JX1129  HISTORY     - Date     Condition        Report By
 JX1129  HISTORY     - UNK      MONUMENTED       DOD
 JX1129  HISTORY     - 1943     GOOD             NGS
 JX1129  HISTORY     - 1963     GOOD             NGS
 JX1129  HISTORY     - 1976     GOOD             NGS
 JX1129
 JX1129                          STATION DESCRIPTION
 JX1129
 JX1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1129'2 MI N FROM BELLEVILLE.
 JX1129'2.0 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1129'STATION AT BELLEVILLE, WOOD COUNTY, AT BRIDGE 1097 OVER LEE
 JX1129'CREEK, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE PIER,
 JX1129'2.0 FEET EAST OF THE WEST END, 8.4 FEET WEST OF THE CENTERLINE
 JX1129'OF THE TRACK, AND 10.1 FEET LOWER THAN THE TRACK.  A 1-INCH
 JX1129'COPPER PLUG, STAMPED USE D 200 A.
 JX1129
 JX1129                          STATION RECOVERY (1963)
 JX1129
 JX1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1129'RECOVERED IN GOOD CONDITION.
 JX1129
 JX1129                          STATION RECOVERY (1976)
 JX1129
 JX1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2063 ***********************************************************************
 HW2063  DESIGNATION -  2003 USGS
 HW2063  PID         -  HW2063
 HW2063  STATE/COUNTY-  WV/RANDOLPH
 HW2063  USGS QUAD   -  ELKINS (1995)
 HW2063
 HW2063                         *CURRENT SURVEY CONTROL
 HW2063  ___________________________________________________________________
 HW2063* NAD 83(1986)-  38 53 05.     (N)    079 50 51.     (W)     SCALED    
 HW2063* NAVD 88     -       610.565  (meters)    2003.16   (feet)  ADJUSTED  
 HW2063  ___________________________________________________________________
 HW2063  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HW2063  DYNAMIC HT  -         610.128 (meters)    2001.73  (feet)  COMP
 HW2063  MODELED GRAV-     979,891.0   (mgal)                       NAVD 88
 HW2063
 HW2063  VERT ORDER  -  SECOND    CLASS 0
 HW2063
 HW2063.The horizontal coordinates were scaled from a topographic map and have
 HW2063.an estimated accuracy of +/- 6 seconds.
 HW2063
 HW2063.The orthometric height was determined by differential leveling
 HW2063.and adjusted by the National Geodetic Survey in June 1991..
 HW2063
 HW2063.The geoid height was determined by GEOID03.
 HW2063
 HW2063.The dynamic height is computed by dividing the NAVD 88
 HW2063.geopotential number by the normal gravity value computed on the
 HW2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2063.degrees latitude (g = 980.6199 gals.).
 HW2063
 HW2063.The modeled gravity was interpolated from observed gravity values.
 HW2063
 HW2063;                    North         East    Units  Estimated Accuracy
 HW2063;SPC WV S     -   209,810.      700,000.      MT  (+/- 180 meters Scaled)
 HW2063
 HW2063                          SUPERSEDED SURVEY CONTROL
 HW2063
 HW2063  NGVD 29 (??/??/92)  610.723  (m)         2003.68   (f) ADJ UNCH    2 0
 HW2063
 HW2063.Superseded values are not recommended for survey control.
 HW2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2063.See file dsdata.txt to determine how the superseded data were derived.
 HW2063
 HW2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND999046(NAD 83)
 HW2063_MARKER: DD = SURVEY DISK
 HW2063_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HW2063_STAMPING: 2003
 HW2063_MARK LOGO: USGS  
 HW2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2063+STABILITY: SURFACE MOTION
 HW2063
 HW2063  HISTORY     - Date     Condition        Report By
 HW2063  HISTORY     - UNK      MONUMENTED       USGS
 HW2063  HISTORY     - 1962     GOOD             NGS
 HW2063  HISTORY     - 1983     POOR             NGS
 HW2063
 HW2063                          STATION DESCRIPTION
 HW2063
 HW2063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW2063'3.5 MI N FROM BEVERLY.
 HW2063'ABOUT 3.5 MILES NORTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2063'POST OFFICE AT BEVERLY, AT A SMALL VILLAGE CALLED MIDLAND,
 HW2063'SET VERTICALLY IN THE NORTHWEST FACE OF THE CONCRETE FOUNDATION
 HW2063'OF THE MIDLAND SCHOOL HOUSE (ABANDONED), 139 FEET SOUTHEAST OF
 HW2063'THE CENTER LINE OF THE HIGHWAY, 124 FEET EAST OF THE SOUTHEAST
 HW2063'CORNER OF A BRICK CHURCH, AND ABOUT 4 FEET ABOVE THE LEVEL
 HW2063'OF THE HIGHWAY.
 HW2063
 HW2063                          STATION RECOVERY (1983)
 HW2063
 HW2063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2063'RECOVERED IN POOR CONDITION, AS THE FOUNDATION HAS CRACKED VERY BADLY
 HW2063'AND SETTLED DOWN, NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1035 ***********************************************************************
 HX1035  DESIGNATION -  2021
 HX1035  PID         -  HX1035
 HX1035  STATE/COUNTY-  WV/NICHOLAS
 HX1035  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1035
 HX1035                         *CURRENT SURVEY CONTROL
 HX1035  ___________________________________________________________________
 HX1035* NAD 83(1986)-  38 21 31.     (N)    080 36 38.     (W)     SCALED    
 HX1035* NAVD 88     -       616.246  (meters)    2021.80   (feet)  ADJUSTED  
 HX1035  ___________________________________________________________________
 HX1035  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX1035  DYNAMIC HT  -         615.774 (meters)    2020.25  (feet)  COMP
 HX1035  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 HX1035
 HX1035  VERT ORDER  -  SECOND    CLASS 0
 HX1035
 HX1035.The horizontal coordinates were scaled from a topographic map and have
 HX1035.an estimated accuracy of +/- 6 seconds.
 HX1035
 HX1035.The orthometric height was determined by differential leveling
 HX1035.and adjusted by the National Geodetic Survey in June 1991..
 HX1035
 HX1035.The geoid height was determined by GEOID03.
 HX1035
 HX1035.The dynamic height is computed by dividing the NAVD 88
 HX1035.geopotential number by the normal gravity value computed on the
 HX1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1035.degrees latitude (g = 980.6199 gals.).
 HX1035
 HX1035.The modeled gravity was interpolated from observed gravity values.
 HX1035
 HX1035;                    North         East    Units  Estimated Accuracy
 HX1035;SPC WV S     -   150,860.      634,040.      MT  (+/- 180 meters Scaled)
 HX1035
 HX1035                          SUPERSEDED SURVEY CONTROL
 HX1035
 HX1035  NGVD 29 (??/??/92)  616.397  (m)         2022.30   (f) ADJ UNCH    2 0
 HX1035
 HX1035.Superseded values are not recommended for survey control.
 HX1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1035.See file dsdata.txt to determine how the superseded data were derived.
 HX1035
 HX1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC340456(NAD 83)
 HX1035_MARKER: Q = CHISELED SQUARE
 HX1035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1035_SP_SET: ABUTMENT
 HX1035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1035
 HX1035  HISTORY     - Date     Condition        Report By
 HX1035  HISTORY     - UNK      MONUMENTED       USGS
 HX1035  HISTORY     - 1961     GOOD             NGS
 HX1035
 HX1035                          STATION DESCRIPTION
 HX1035
 HX1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1035'3.3 MI NE FROM CRAIGSVILLE.
 HX1035'ABOUT 3.3 MILES NORTHEAST ALONG STATE HIGHWAY 41 FROM THE JUNCTION
 HX1035'OF STATE HIGHWAY 20 AT CRAIGSVILLE, AT ALLINGDALE, SET ON THE
 HX1035'TOP OF THE SOUTHEAST END OF THE NORTHEAST STONE ABUTMENT OF THE
 HX1035'BALTIMORE AND OHIO RAILROAD BRIDGE OVER STROUDS CREEK, 6 FEET
 HX1035'SOUTHEAST OF THE SOUTHEAST RAIL, 81.4 FEET EAST-NORTHEAST OF THE
 HX1035'EAST CORNER OF THE STATION, 0.2 FOOT NORTHWEST OF THE SOUTHEAST
 HX1035'END OF THE ABUTMENT, 0.2 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF
 HX1035'THE ABUTMENT, 51 FEET NORTHEAST OF BENCH MARK U 226, 1 1/2 FEET
 HX1035'BELOW THE TOP OF THE RAIL, A 2 INCH OUTLINED SQUARE.  NOTE-- NOT
 HX1035'POSITIVE THAT THIS IS THE ORIGINAL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0563 ***********************************************************************
 HX0563  DESIGNATION -  2022.93
 HX0563  PID         -  HX0563
 HX0563  STATE/COUNTY-  WV/POCAHONTAS
 HX0563  USGS QUAD   -  DENMAR (1995)
 HX0563
 HX0563                         *CURRENT SURVEY CONTROL
 HX0563  ___________________________________________________________________
 HX0563* NAD 83(1986)-  38 06 20.     (N)    080 13 17.     (W)     SCALED    
 HX0563* NAVD 88     -       616.676  (meters)    2023.21   (feet)  ADJUSTED  
 HX0563  ___________________________________________________________________
 HX0563  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HX0563  DYNAMIC HT  -         616.155 (meters)    2021.50  (feet)  COMP
 HX0563  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 HX0563
 HX0563  VERT ORDER  -  FIRST     CLASS II
 HX0563
 HX0563.The horizontal coordinates were scaled from a topographic map and have
 HX0563.an estimated accuracy of +/- 6 seconds.
 HX0563
 HX0563.The orthometric height was determined by differential leveling
 HX0563.and adjusted by the National Geodetic Survey in June 1991..
 HX0563
 HX0563.The geoid height was determined by GEOID03.
 HX0563
 HX0563.The dynamic height is computed by dividing the NAVD 88
 HX0563.geopotential number by the normal gravity value computed on the
 HX0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0563.degrees latitude (g = 980.6199 gals.).
 HX0563
 HX0563.The modeled gravity was interpolated from observed gravity values.
 HX0563
 HX0563;                    North         East    Units  Estimated Accuracy
 HX0563;SPC WV S     -   122,990.      668,280.      MT  (+/- 180 meters Scaled)
 HX0563
 HX0563                          SUPERSEDED SURVEY CONTROL
 HX0563
 HX0563  NGVD 29 (??/??/92)  616.758  (m)         2023.48   (f) ADJ UNCH    1 2
 HX0563
 HX0563.Superseded values are not recommended for survey control.
 HX0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0563.See file dsdata.txt to determine how the superseded data were derived.
 HX0563
 HX0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC682178(NAD 83)
 HX0563_MARKER: Q = CHISELED SQUARE
 HX0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0563_SP_SET: BRIDGE SEAT
 HX0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0563
 HX0563  HISTORY     - Date     Condition        Report By
 HX0563  HISTORY     - UNK      MONUMENTED       USGS
 HX0563  HISTORY     - 1934     GOOD             NGS
 HX0563  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0563
 HX0563                          STATION DESCRIPTION
 HX0563
 HX0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX0563'1.5 MI N FROM DENMAR.
 HX0563'1.5 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX0563'STATION AT DENMAR, POCAHONTAS COUNTY, 0.1 MILE SOUTH OF MILEPOST
 HX0563'41, AT BRIDGE 40.9, ON THE TOP OF THE SOUTHEAST BRIDGE SEAT,
 HX0563'3 YARDS EAST OF THE EAST RAIL, AND ABOUT 2 FEET LOWER THAN THE
 HX0563'RAIL.  A CHISELED SQUARE.
 HX0563
 HX0563                          STATION RECOVERY (1983)
 HX0563
 HX0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0113 ***********************************************************************
 GX0113  DESIGNATION -  2023
 GX0113  PID         -  GX0113
 GX0113  STATE/COUNTY-  WV/MONROE
 GX0113  USGS QUAD   -  ALLEGHANY (1989)
 GX0113
 GX0113                         *CURRENT SURVEY CONTROL
 GX0113  ___________________________________________________________________
 GX0113* NAD 83(1986)-  37 37 43.     (N)    080 14 34.     (W)     SCALED    
 GX0113* NAVD 88     -       616.723  (meters)    2023.37   (feet)  ADJUSTED  
 GX0113  ___________________________________________________________________
 GX0113  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GX0113  DYNAMIC HT  -         616.196 (meters)    2021.64  (feet)  COMP
 GX0113  MODELED GRAV-     979,755.7   (mgal)                       NAVD 88
 GX0113
 GX0113  VERT ORDER  -  SECOND    CLASS 0
 GX0113
 GX0113.The horizontal coordinates were scaled from a topographic map and have
 GX0113.an estimated accuracy of +/- 6 seconds.
 GX0113
 GX0113.The orthometric height was determined by differential leveling
 GX0113.and adjusted by the National Geodetic Survey in June 1991..
 GX0113
 GX0113.The geoid height was determined by GEOID03.
 GX0113
 GX0113.The dynamic height is computed by dividing the NAVD 88
 GX0113.geopotential number by the normal gravity value computed on the
 GX0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0113.degrees latitude (g = 980.6199 gals.).
 GX0113
 GX0113.The modeled gravity was interpolated from observed gravity values.
 GX0113
 GX0113;                    North         East    Units  Estimated Accuracy
 GX0113;SPC WV S     -    70,040.      666,840.      MT  (+/- 180 meters Scaled)
 GX0113
 GX0113                          SUPERSEDED SURVEY CONTROL
 GX0113
 GX0113  NGVD 29 (??/??/92)  616.864  (m)         2023.83   (f) ADJ UNCH    2 0
 GX0113
 GX0113.Superseded values are not recommended for survey control.
 GX0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0113.See file dsdata.txt to determine how the superseded data were derived.
 GX0113
 GX0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB668648(NAD 83)
 GX0113_MARKER: DD = SURVEY DISK
 GX0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0113_SP_SET: STEPS
 GX0113_STAMPING: 2023 FT 1920
 GX0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0113
 GX0113  HISTORY     - Date     Condition        Report By
 GX0113  HISTORY     - 1920     MONUMENTED       USGS
 GX0113  HISTORY     - 1935     GOOD             NGS
 GX0113  HISTORY     - 1963     GOOD             NGS
 GX0113
 GX0113                          STATION DESCRIPTION
 GX0113
 GX0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0113'AT SWEETSPRINGS.
 GX0113'AT SWEETSPRINGS, MONROE COUNTY, AT THE METHODIST CHURCH, AND IN
 GX0113'THE NORTHWEST SIDE OF THE CONCRETE STEPS.  A UNITED STATES
 GX0113'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2023 FT 1920.
 GX0113
 GX0113                          STATION RECOVERY (1963)
 GX0113
 GX0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1028 ***********************************************************************
 HX1028  DESIGNATION -  2029
 HX1028  PID         -  HX1028
 HX1028  STATE/COUNTY-  WV/WEBSTER
 HX1028  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1028
 HX1028                         *CURRENT SURVEY CONTROL
 HX1028  ___________________________________________________________________
 HX1028* NAD 83(1986)-  38 21 50.     (N)    080 35 23.     (W)     SCALED    
 HX1028* NAVD 88     -       618.829  (meters)    2030.27   (feet)  ADJUSTED  
 HX1028  ___________________________________________________________________
 HX1028  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HX1028  DYNAMIC HT  -         618.357 (meters)    2028.73  (feet)  COMP
 HX1028  MODELED GRAV-     979,845.0   (mgal)                       NAVD 88
 HX1028
 HX1028  VERT ORDER  -  SECOND    CLASS 0
 HX1028
 HX1028.The horizontal coordinates were scaled from a topographic map and have
 HX1028.an estimated accuracy of +/- 6 seconds.
 HX1028
 HX1028.The orthometric height was determined by differential leveling
 HX1028.and adjusted by the National Geodetic Survey in June 1991..
 HX1028
 HX1028.The geoid height was determined by GEOID03.
 HX1028
 HX1028.The dynamic height is computed by dividing the NAVD 88
 HX1028.geopotential number by the normal gravity value computed on the
 HX1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1028.degrees latitude (g = 980.6199 gals.).
 HX1028
 HX1028.The modeled gravity was interpolated from observed gravity values.
 HX1028
 HX1028;                    North         East    Units  Estimated Accuracy
 HX1028;SPC WV S     -   151,460.      635,850.      MT  (+/- 180 meters Scaled)
 HX1028
 HX1028                          SUPERSEDED SURVEY CONTROL
 HX1028
 HX1028  NGVD 29 (??/??/92)  618.98   (m)         2030.8    (f) COMPUTED    2 0
 HX1028
 HX1028.Superseded values are not recommended for survey control.
 HX1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1028.See file dsdata.txt to determine how the superseded data were derived.
 HX1028
 HX1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC358462(NAD 83)
 HX1028_MARKER: Q = CHISELED SQUARE
 HX1028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1028_SP_SET: ABUTMENT
 HX1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1028
 HX1028  HISTORY     - Date     Condition        Report By
 HX1028  HISTORY     - UNK      MONUMENTED       USGS
 HX1028  HISTORY     - 1961     MARK NOT FOUND   NGS
 HX1028
 HX1028                          STATION DESCRIPTION
 HX1028
 HX1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1028'0.5 MI E FROM CAMDEN ON GAULEY.
 HX1028'0.5 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1028'STATION AT CAMDEN-ON-GAULEY, WEBSTER COUNTY, AT THE HIGHWAY
 HX1028'BRIDGE OVER GAULEY RIVER, ON THE TOP OF THE EAST END OF THE
 HX1028'NORTH ABUTMENT, ABOUT 17 YARDS SOUTH OF THE CENTER LINE OF THE
 HX1028'TRACK, AND 3 FEET LOWER THAN THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1182 ***********************************************************************
 GX1182  DESIGNATION -  2030
 GX1182  PID         -  GX1182
 GX1182  STATE/COUNTY-  WV/RALEIGH
 GX1182  USGS QUAD   -  LESTER (1976)
 GX1182
 GX1182                         *CURRENT SURVEY CONTROL
 GX1182  ___________________________________________________________________
 GX1182* NAD 83(1986)-  37 44 06.     (N)    081 18 06.     (W)     SCALED    
 GX1182* NAVD 88     -       618.623  (meters)    2029.60   (feet)  ADJUSTED  
 GX1182  ___________________________________________________________________
 GX1182  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX1182  DYNAMIC HT  -         618.119 (meters)    2027.95  (feet)  COMP
 GX1182  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 GX1182
 GX1182  VERT ORDER  -  SECOND    CLASS 0
 GX1182
 GX1182.The horizontal coordinates were scaled from a topographic map and have
 GX1182.an estimated accuracy of +/- 6 seconds.
 GX1182
 GX1182.The orthometric height was determined by differential leveling
 GX1182.and adjusted by the National Geodetic Survey in June 1991..
 GX1182
 GX1182.The geoid height was determined by GEOID03.
 GX1182
 GX1182.The dynamic height is computed by dividing the NAVD 88
 GX1182.geopotential number by the normal gravity value computed on the
 GX1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1182.degrees latitude (g = 980.6199 gals.).
 GX1182
 GX1182.The modeled gravity was interpolated from observed gravity values.
 GX1182
 GX1182;                    North         East    Units  Estimated Accuracy
 GX1182;SPC WV S     -    81,620.      573,410.      MT  (+/- 180 meters Scaled)
 GX1182
 GX1182                          SUPERSEDED SURVEY CONTROL
 GX1182
 GX1182  NGVD 29 (??/??/92)  618.784  (m)         2030.13   (f) ADJ UNCH    2 0
 GX1182
 GX1182.Superseded values are not recommended for survey control.
 GX1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1182.See file dsdata.txt to determine how the superseded data were derived.
 GX1182
 GX1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB734764(NAD 83)
 GX1182_MARKER: DD = SURVEY DISK
 GX1182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1182_SP_SET: PILLIAR
 GX1182_STAMPING: 2030
 GX1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1182
 GX1182  HISTORY     - Date     Condition        Report By
 GX1182  HISTORY     - UNK      MONUMENTED       USGS
 GX1182  HISTORY     - 1958     GOOD             NGS
 GX1182
 GX1182                          STATION DESCRIPTION
 GX1182
 GX1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1182'AT LESTER.
 GX1182'AT LESTER, ABOUT 0.1 MILE WEST ALONG MAIN STREET FROM THE POST
 GX1182'OFFICE, ABOUT 40 YARDS WEST OF THE CROSSING OF THE VIRGINIAN
 GX1182'RAILWAY, SET VERTICALLY IN THE EAST FACE OF THE EAST ONE OF THREE
 GX1182'STONE PILLOWS SUPPORTING THE PORCH ROOF FOR A LARGE STONE STORE
 GX1182'BUILDING, 18 FEET NORTH OF CENTER LINE OF ROAD, 9 FEET SOUTHWEST
 GX1182'OF THE SOUTHEAST CORNER OF BUILDING, AND ABOUT 2 1/2 FEET ABOVE
 GX1182'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1026 ***********************************************************************
 HX1026  DESIGNATION -  2039
 HX1026  PID         -  HX1026
 HX1026  STATE/COUNTY-  WV/WEBSTER
 HX1026  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1026
 HX1026                         *CURRENT SURVEY CONTROL
 HX1026  ___________________________________________________________________
 HX1026* NAD 83(1986)-  38 21 27.     (N)    080 34 14.     (W)     SCALED    
 HX1026* NAVD 88     -       621.751  (meters)    2039.86   (feet)  ADJUSTED  
 HX1026  ___________________________________________________________________
 HX1026  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HX1026  DYNAMIC HT  -         621.272 (meters)    2038.29  (feet)  COMP
 HX1026  MODELED GRAV-     979,838.1   (mgal)                       NAVD 88
 HX1026
 HX1026  VERT ORDER  -  SECOND    CLASS 0
 HX1026
 HX1026.The horizontal coordinates were scaled from a topographic map and have
 HX1026.an estimated accuracy of +/- 6 seconds.
 HX1026
 HX1026.The orthometric height was determined by differential leveling
 HX1026.and adjusted by the National Geodetic Survey in June 1991..
 HX1026
 HX1026.The geoid height was determined by GEOID03.
 HX1026
 HX1026.The dynamic height is computed by dividing the NAVD 88
 HX1026.geopotential number by the normal gravity value computed on the
 HX1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1026.degrees latitude (g = 980.6199 gals.).
 HX1026
 HX1026.The modeled gravity was interpolated from observed gravity values.
 HX1026
 HX1026;                    North         East    Units  Estimated Accuracy
 HX1026;SPC WV S     -   150,760.      637,530.      MT  (+/- 180 meters Scaled)
 HX1026
 HX1026                          SUPERSEDED SURVEY CONTROL
 HX1026
 HX1026  NGVD 29 (??/??/92)  621.897  (m)         2040.34   (f) ADJ UNCH    2 0
 HX1026
 HX1026.Superseded values are not recommended for survey control.
 HX1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1026.See file dsdata.txt to determine how the superseded data were derived.
 HX1026
 HX1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC375455(NAD 83)
 HX1026_MARKER: DD = SURVEY DISK
 HX1026_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1026_SP_SET: UNSPECIFIED ROCK
 HX1026_STAMPING: 2039
 HX1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1026
 HX1026  HISTORY     - Date     Condition        Report By
 HX1026  HISTORY     - UNK      MONUMENTED       USGS
 HX1026  HISTORY     - 1961     GOOD             NGS
 HX1026
 HX1026                          STATION DESCRIPTION
 HX1026
 HX1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1026'1.5 MI E FROM CAMDEN ON GAULEY.
 HX1026'ABOUT 1.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1026'THE BRIDGE OVER COON CREEK AT CAMDEN ON GAULEY, 30 FEET NORTH
 HX1026'AND ACROSS THE TRACK FROM MILEAGE POLE NO. 124+11, AT THE OUTSIDE
 HX1026'OF A CURVE, SET ON THE TOP OF A FLAT ROCK THAT IS 3 FEET WIDE AND
 HX1026'GOES BACK INTO A BANK OF THE RAILROAD DITCH, (THE MARK IS ABOUT
 HX1026'IN THE CENTER OF THE DITCH), 9 FEET NORTH OF THE NORTH RAIL, 1
 HX1026'FOOT NORTH OF THE SOUTH END OF THE ROCK AND 2 FEET ABOVE THE LEVEL
 HX1026'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0756 ***********************************************************************
 JW0756  DESIGNATION -  2040
 JW0756  PID         -  JW0756
 JW0756  STATE/COUNTY-  WV/MINERAL
 JW0756  USGS QUAD   -  GORMAN (1981)
 JW0756
 JW0756                         *CURRENT SURVEY CONTROL
 JW0756  ___________________________________________________________________
 JW0756* NAD 83(1986)-  39 20 05.     (N)    079 15 26.     (W)     SCALED    
 JW0756* NAVD 88     -       621.904  (meters)    2040.36   (feet)  ADJUSTED  
 JW0756  ___________________________________________________________________
 JW0756  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JW0756  DYNAMIC HT  -         621.457 (meters)    2038.90  (feet)  COMP
 JW0756  MODELED GRAV-     979,888.4   (mgal)                       NAVD 88
 JW0756
 JW0756  VERT ORDER  -  SECOND    CLASS 0
 JW0756
 JW0756.The horizontal coordinates were scaled from a topographic map and have
 JW0756.an estimated accuracy of +/- 6 seconds.
 JW0756
 JW0756.The orthometric height was determined by differential leveling
 JW0756.and adjusted by the National Geodetic Survey in June 1991..
 JW0756
 JW0756.The geoid height was determined by GEOID03.
 JW0756
 JW0756.The dynamic height is computed by dividing the NAVD 88
 JW0756.geopotential number by the normal gravity value computed on the
 JW0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0756.degrees latitude (g = 980.6199 gals.).
 JW0756
 JW0756.The modeled gravity was interpolated from observed gravity values.
 JW0756
 JW0756;                    North         East    Units  Estimated Accuracy
 JW0756;SPC WV N     -    92,700.      620,930.      MT  (+/- 180 meters Scaled)
 JW0756
 JW0756                          SUPERSEDED SURVEY CONTROL
 JW0756
 JW0756  NGVD 29 (??/??/92)  622.027  (m)         2040.77   (f) ADJ UNCH    2 0
 JW0756
 JW0756.Superseded values are not recommended for survey control.
 JW0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0756.See file dsdata.txt to determine how the superseded data were derived.
 JW0756
 JW0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD502553(NAD 83)
 JW0756_MARKER: DD = SURVEY DISK
 JW0756_SETTING: 66 = SET IN ROCK OUTCROP
 JW0756_SP_SET: ROCK LEDGE
 JW0756_STAMPING: 2040
 JW0756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0756+STABILITY: POSITION/ELEVATION WELL
 JW0756
 JW0756  HISTORY     - Date     Condition        Report By
 JW0756  HISTORY     - UNK      MONUMENTED       USGS
 JW0756  HISTORY     - 1935     GOOD             NGS
 JW0756
 JW0756                          STATION DESCRIPTION
 JW0756
 JW0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0756'0.6 MI S FROM SCHELL.
 JW0756'0.6 MILE SOUTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE SECTION
 JW0756'TOOLHOUSE AT SCHELL, MINERAL COUNTY, 5-1/2 POLES SOUTH OF MILEPOST
 JW0756'C 52, 21 FEET WEST OF THE CENTERLINE OF THE TRACK, IN THE TOP
 JW0756'OF A ROCK LEDGE, AND 1 FOOT LOWER THAN THE TRACK.  A U.S.
 JW0756'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2040.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0076 ***********************************************************************
 HX0076  DESIGNATION -  2066 USGS
 HX0076  PID         -  HX0076
 HX0076  STATE/COUNTY-  WV/RANDOLPH
 HX0076  USGS QUAD   -  ADOLPH (1995)
 HX0076
 HX0076                         *CURRENT SURVEY CONTROL
 HX0076  ___________________________________________________________________
 HX0076* NAD 83(1986)-  38 40 52.     (N)    080 00 11.     (W)     SCALED    
 HX0076* NAVD 88     -       629.673  (meters)    2065.85   (feet)  ADJUSTED  
 HX0076  ___________________________________________________________________
 HX0076  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HX0076  DYNAMIC HT  -         629.206 (meters)    2064.32  (feet)  COMP
 HX0076  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 HX0076
 HX0076  VERT ORDER  -  SECOND    CLASS 0
 HX0076
 HX0076.The horizontal coordinates were scaled from a topographic map and have
 HX0076.an estimated accuracy of +/- 6 seconds.
 HX0076
 HX0076.The orthometric height was determined by differential leveling
 HX0076.and adjusted by the National Geodetic Survey in June 1991..
 HX0076
 HX0076.The geoid height was determined by GEOID03.
 HX0076
 HX0076.The dynamic height is computed by dividing the NAVD 88
 HX0076.geopotential number by the normal gravity value computed on the
 HX0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0076.degrees latitude (g = 980.6199 gals.).
 HX0076
 HX0076.The modeled gravity was interpolated from observed gravity values.
 HX0076
 HX0076;                    North         East    Units  Estimated Accuracy
 HX0076;SPC WV S     -   187,060.      686,740.      MT  (+/- 180 meters Scaled)
 HX0076
 HX0076                          SUPERSEDED SURVEY CONTROL
 HX0076
 HX0076  NGVD 29 (??/??/92)  629.799  (m)         2066.27   (f) ADJ UNCH    2 0
 HX0076
 HX0076.Superseded values are not recommended for survey control.
 HX0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0076.See file dsdata.txt to determine how the superseded data were derived.
 HX0076
 HX0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC867818(NAD 83)
 HX0076_MARKER: DD = SURVEY DISK
 HX0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0076_SP_SET: FOUNDATION
 HX0076_STAMPING: 2066
 HX0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0076
 HX0076  HISTORY     - Date     Condition        Report By
 HX0076  HISTORY     - UNK      MONUMENTED       USGS
 HX0076  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0076  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0076
 HX0076                          STATION DESCRIPTION
 HX0076
 HX0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0076'2.6 MI SW FROM HUTTONSVILLE.
 HX0076'2.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 HX0076'AT HUTTONSVILLE, THENCE 0.3 MILE EAST ALONG A DIRT ROAD LEADING
 HX0076'TO LEEBELL SCHOOLHOUSE, AT THE NORTHEAST CORNER OF THE SCHOOLHOUSE,
 HX0076'AND IN THE FACE OF THE FOUNDATION STONE.  A UNITED STATES
 HX0076'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2066 AND SET VERTICALLY.
 HX0076
 HX0076                          STATION RECOVERY (1983)
 HX0076
 HX0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0076'NOT RECOVERED, THE MARK IS ASSUMED DESTROYED AS THERE IS NO SCHOOL
 HX0076'BUILDING AT THE MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1009 ***********************************************************************
 HX1009  DESIGNATION -  2085
 HX1009  PID         -  HX1009
 HX1009  STATE/COUNTY-  WV/WEBSTER
 HX1009  USGS QUAD   -  COWEN (1995)
 HX1009
 HX1009                         *CURRENT SURVEY CONTROL
 HX1009  ___________________________________________________________________
 HX1009* NAD 83(1986)-  38 26 57.     (N)    080 32 10.     (W)     SCALED    
 HX1009* NAVD 88     -       635.731  (meters)    2085.73   (feet)  ADJUSTED  
 HX1009  ___________________________________________________________________
 HX1009  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HX1009  DYNAMIC HT  -         635.251 (meters)    2084.15  (feet)  COMP
 HX1009  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 HX1009
 HX1009  VERT ORDER  -  SECOND    CLASS 0
 HX1009
 HX1009.The horizontal coordinates were scaled from a topographic map and have
 HX1009.an estimated accuracy of +/- 6 seconds.
 HX1009
 HX1009.The orthometric height was determined by differential leveling
 HX1009.and adjusted by the National Geodetic Survey in June 1991..
 HX1009
 HX1009.The geoid height was determined by GEOID03.
 HX1009
 HX1009.The dynamic height is computed by dividing the NAVD 88
 HX1009.geopotential number by the normal gravity value computed on the
 HX1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1009.degrees latitude (g = 980.6199 gals.).
 HX1009
 HX1009.The modeled gravity was interpolated from observed gravity values.
 HX1009
 HX1009;                    North         East    Units  Estimated Accuracy
 HX1009;SPC WV S     -   160,940.      640,490.      MT  (+/- 180 meters Scaled)
 HX1009
 HX1009                          SUPERSEDED SURVEY CONTROL
 HX1009
 HX1009  NGVD 29 (??/??/92)  635.883  (m)         2086.23   (f) ADJ UNCH    2 0
 HX1009
 HX1009.Superseded values are not recommended for survey control.
 HX1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1009.See file dsdata.txt to determine how the superseded data were derived.
 HX1009
 HX1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC404557(NAD 83)
 HX1009_MARKER: DB = BENCH MARK DISK
 HX1009_SETTING: 66 = SET IN ROCK OUTCROP
 HX1009_SP_SET: ROCK LEDGE
 HX1009_STAMPING: 2085
 HX1009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1009+STABILITY: POSITION/ELEVATION WELL
 HX1009
 HX1009  HISTORY     - Date     Condition        Report By
 HX1009  HISTORY     - UNK      MONUMENTED       USGS
 HX1009  HISTORY     - 1962     GOOD             NGS
 HX1009
 HX1009                          STATION DESCRIPTION
 HX1009
 HX1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1009'3.1 MI NE FROM COWEN.
 HX1009'3.1 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1009'STATION AT COWEN, ABOUT 7.85 MILES SOUTH AND SOUTHEAST ALONG
 HX1009'THE BALTIMORE AND OHIO RAILROAD FROM THE POST OFFICE AT ERBACON,
 HX1009'AT AN ABANDONED RAILROAD CROSSING, ABOUT 90 YARDS SOUTHWEST AND
 HX1009'ACROSS TRACK FROM A SMALL FRAME HOUSE, 6 FEET SOUTHEAST OF
 HX1009'SOUTHEAST RAIL, ABOUT 1/2 FOOT BELOW LEVEL OF TRACK, 5 FEET
 HX1009'SOUTHWEST OF SOUTHEAST END OF LEDGE, AND SET ON TOP OF A ROCK
 HX1009'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0554 ***********************************************************************
 HX0554  DESIGNATION -  2099.5
 HX0554  PID         -  HX0554
 HX0554  STATE/COUNTY-  WV/POCAHONTAS
 HX0554  USGS QUAD   -  MARLINTON (1995)
 HX0554
 HX0554                         *CURRENT SURVEY CONTROL
 HX0554  ___________________________________________________________________
 HX0554* NAD 83(1986)-  38 10 40.     (N)    080 07 24.     (W)     SCALED    
 HX0554* NAVD 88     -       640.128  (meters)    2100.15   (feet)  ADJUSTED  
 HX0554  ___________________________________________________________________
 HX0554  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX0554  DYNAMIC HT  -         639.608 (meters)    2098.45  (feet)  COMP
 HX0554  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 HX0554
 HX0554  VERT ORDER  -  FIRST     CLASS II
 HX0554
 HX0554.The horizontal coordinates were scaled from a topographic map and have
 HX0554.an estimated accuracy of +/- 6 seconds.
 HX0554
 HX0554.The orthometric height was determined by differential leveling
 HX0554.and adjusted by the National Geodetic Survey in June 1991..
 HX0554
 HX0554.The geoid height was determined by GEOID03.
 HX0554
 HX0554.The dynamic height is computed by dividing the NAVD 88
 HX0554.geopotential number by the normal gravity value computed on the
 HX0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0554.degrees latitude (g = 980.6199 gals.).
 HX0554
 HX0554.The modeled gravity was interpolated from observed gravity values.
 HX0554
 HX0554;                    North         East    Units  Estimated Accuracy
 HX0554;SPC WV S     -   131,080.      676,810.      MT  (+/- 180 meters Scaled)
 HX0554
 HX0554                          SUPERSEDED SURVEY CONTROL
 HX0554
 HX0554  NGVD 29 (??/??/92)  640.210  (m)         2100.42   (f) ADJ UNCH    1 2
 HX0554
 HX0554.Superseded values are not recommended for survey control.
 HX0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0554.See file dsdata.txt to determine how the superseded data were derived.
 HX0554
 HX0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC767259(NAD 83)
 HX0554_MARKER: Q = CHISELED SQUARE
 HX0554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0554_SP_SET: BRIDGE SEAT
 HX0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0554
 HX0554  HISTORY     - Date     Condition        Report By
 HX0554  HISTORY     - UNK      MONUMENTED       USGS
 HX0554  HISTORY     - 1934     GOOD             NGS
 HX0554  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0554
 HX0554                          STATION DESCRIPTION
 HX0554
 HX0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX0554'0.8 MI SE FROM BUCKEYE.
 HX0554'0.8 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX0554'THE STATION AT BUCKEYE, POCAHONTAS COUNTY, 1/2 MILE NORTH OF
 HX0554'MILEPOST 51, AT BRIDGE 51.4, ON THE EAST END OF THE SOUTH BRIDGE
 HX0554'SEAT, 3 YARDS NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT
 HX0554'2 FEET LOWER THAN THE RAIL.  A CHISELED SQUARE.
 HX0554
 HX0554                          STATION RECOVERY (1983)
 HX0554
 HX0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0768 ***********************************************************************
 KY0768  DESIGNATION -  21
 KY0768  PID         -  KY0768
 KY0768  STATE/COUNTY-  WV/OHIO
 KY0768  USGS QUAD   -  WHEELING (1994)
 KY0768
 KY0768                         *CURRENT SURVEY CONTROL
 KY0768  ___________________________________________________________________
 KY0768* NAD 83(1986)-  40 04 00.     (N)    080 43 28.     (W)     SCALED    
 KY0768* NAVD 88     -       197.454  (meters)     647.81   (feet)  ADJUSTED  
 KY0768  ___________________________________________________________________
 KY0768  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0768  DYNAMIC HT  -         197.344 (meters)     647.45  (feet)  COMP
 KY0768  MODELED GRAV-     980,067.5   (mgal)                       NAVD 88
 KY0768
 KY0768  VERT ORDER  -  FIRST     CLASS II
 KY0768
 KY0768.The horizontal coordinates were scaled from a topographic map and have
 KY0768.an estimated accuracy of +/- 6 seconds.
 KY0768
 KY0768.The orthometric height was determined by differential leveling
 KY0768.and adjusted by the National Geodetic Survey in June 1991..
 KY0768
 KY0768.The geoid height was determined by GEOID03.
 KY0768
 KY0768.The dynamic height is computed by dividing the NAVD 88
 KY0768.geopotential number by the normal gravity value computed on the
 KY0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0768.degrees latitude (g = 980.6199 gals.).
 KY0768
 KY0768.The modeled gravity was interpolated from observed gravity values.
 KY0768
 KY0768;                    North         East    Units  Estimated Accuracy
 KY0768;SPC WV N     -   174,640.      495,550.      MT  (+/- 180 meters Scaled)
 KY0768
 KY0768                          SUPERSEDED SURVEY CONTROL
 KY0768
 KY0768  NGVD 29 (??/??/92)  197.616  (m)          648.35   (f) ADJ UNCH    1 2
 KY0768
 KY0768.Superseded values are not recommended for survey control.
 KY0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0768.See file dsdata.txt to determine how the superseded data were derived.
 KY0768
 KY0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE234351(NAD 83)
 KY0768_MARKER: P = PIPE CAP
 KY0768_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KY0768_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KY0768_STAMPING: 21 US ENGINEERS
 KY0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0768
 KY0768  HISTORY     - Date     Condition        Report By
 KY0768  HISTORY     - UNK      MONUMENTED       DOD
 KY0768  HISTORY     - 1935     GOOD             NGS
 KY0768  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0768
 KY0768                          STATION DESCRIPTION
 KY0768
 KY0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY0768'AT WHEELING.
 KY0768'AT WHEELING, OHIO COUNTY, 246 FEET NORTH OF THE PENNSYLVANIA
 KY0768'RAILROAD FREIGHT STATION, IN THE LAWN OF RIVERSIDE PARK, 51 FEET
 KY0768'WEST OF THE CENTERLINE OF WATER STREET, AND 15 FEET EAST OF A
 KY0768'POINT 5 FEET ABOVE THE BRICK LANDING ROADWAY.  A CORPS OF
 KY0768'ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED 21 AND RIVETED ON THE
 KY0768'TOP OF AN IRON PIPE.
 KY0768
 KY0768                          STATION RECOVERY (1983)
 KY0768
 KY0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0768'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0890 ***********************************************************************
 KY0890  DESIGNATION -  21 JJS
 KY0890  PID         -  KY0890
 KY0890  STATE/COUNTY-  WV/BROOKE
 KY0890  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0890
 KY0890                         *CURRENT SURVEY CONTROL
 KY0890  ___________________________________________________________________
 KY0890* NAD 83(1986)-  40 18 22.     (N)    080 33 54.     (W)     SCALED    
 KY0890* NAVD 88     -       219.420  (meters)     719.88   (feet)  ADJUSTED  
 KY0890  ___________________________________________________________________
 KY0890  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KY0890  DYNAMIC HT  -         219.304 (meters)     719.50  (feet)  COMP
 KY0890  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 KY0890
 KY0890  VERT ORDER  -  SECOND    CLASS 0
 KY0890
 KY0890.The horizontal coordinates were scaled from a topographic map and have
 KY0890.an estimated accuracy of +/- 6 seconds.
 KY0890
 KY0890.The orthometric height was determined by differential leveling
 KY0890.and adjusted by the National Geodetic Survey in June 1991..
 KY0890
 KY0890.The geoid height was determined by GEOID03.
 KY0890
 KY0890.The dynamic height is computed by dividing the NAVD 88
 KY0890.geopotential number by the normal gravity value computed on the
 KY0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0890.degrees latitude (g = 980.6199 gals.).
 KY0890
 KY0890.The modeled gravity was interpolated from observed gravity values.
 KY0890
 KY0890;                    North         East    Units  Estimated Accuracy
 KY0890;SPC WV N     -   201,060.      509,460.      MT  (+/- 180 meters Scaled)
 KY0890
 KY0890                          SUPERSEDED SURVEY CONTROL
 KY0890
 KY0890  NGVD 29 (??/??/92)  219.609  (m)          720.50   (f) ADJ UNCH    2 0
 KY0890
 KY0890.Superseded values are not recommended for survey control.
 KY0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0890.See file dsdata.txt to determine how the superseded data were derived.
 KY0890
 KY0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE369618(NAD 83)
 KY0890_MARKER: DB = BENCH MARK DISK
 KY0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0890_STAMPING: 21 JJS 1955 720
 KY0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0890+STABILITY: SURFACE MOTION
 KY0890
 KY0890  HISTORY     - Date     Condition        Report By
 KY0890  HISTORY     - 1955     MONUMENTED       USGS
 KY0890  HISTORY     - 1957     GOOD             NGS
 KY0890
 KY0890                          STATION DESCRIPTION
 KY0890
 KY0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0890'3 MI NW FROM VIRGINVILLE.
 KY0890'ABOUT 2.95 MILES NORTHWEST AND WEST ALONG A GRAVEL AND BLACK
 KY0890'TOP ROAD FROM THE POST OFFICE AT VIRGINVILLE, 34 FEET SOUTH OF
 KY0890'CENTER LINE OF ROAD AND ON THE OUTSIDE OF A CURVE, 96 1/2 FEET
 KY0890'SOUTHWEST OF CENTER OF JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST
 KY0890'AND UPHILL, 50 FEET SOUTHEAST OF CENTER OF JUNCTION OF A BLACK
 KY0890'TOP ROAD LEADING SOUTHWEST AND DOWNHILL ACROSS CROSS CREEK TO
 KY0890'LOUISE, 1 FOOT WEST OF A CONCRETE WITNESS POST, ABOUT 3 FEET
 KY0890'BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 KY0890'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0443 ***********************************************************************
 HX0443  DESIGNATION -  2101=B 10
 HX0443  PID         -  HX0443
 HX0443  STATE/COUNTY-  WV/UPSHUR
 HX0443  USGS QUAD   -  ALTON (1989)
 HX0443
 HX0443                         *CURRENT SURVEY CONTROL
 HX0443  ___________________________________________________________________
 HX0443* NAD 83(1986)-  38 45 16.     (N)    080 09 24.     (W)     SCALED    
 HX0443* NAVD 88     -       640.555  (meters)    2101.55   (feet)  ADJUSTED  
 HX0443  ___________________________________________________________________
 HX0443  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HX0443  DYNAMIC HT  -         640.076 (meters)    2099.98  (feet)  COMP
 HX0443  MODELED GRAV-     979,860.5   (mgal)                       NAVD 88
 HX0443
 HX0443  VERT ORDER  -  SECOND    CLASS 0
 HX0443
 HX0443.The horizontal coordinates were scaled from a topographic map and have
 HX0443.an estimated accuracy of +/- 6 seconds.
 HX0443
 HX0443.The orthometric height was determined by differential leveling
 HX0443.and adjusted by the National Geodetic Survey in June 1991..
 HX0443
 HX0443.The geoid height was determined by GEOID03.
 HX0443
 HX0443.The dynamic height is computed by dividing the NAVD 88
 HX0443.geopotential number by the normal gravity value computed on the
 HX0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0443.degrees latitude (g = 980.6199 gals.).
 HX0443
 HX0443.The modeled gravity was interpolated from observed gravity values.
 HX0443
 HX0443;                    North         East    Units  Estimated Accuracy
 HX0443;SPC WV S     -   195,060.      673,300.      MT  (+/- 180 meters Scaled)
 HX0443
 HX0443                          SUPERSEDED SURVEY CONTROL
 HX0443
 HX0443  NGVD 29 (??/??/92)  640.696  (m)         2102.02   (f) ADJ UNCH    2 0
 HX0443
 HX0443.Superseded values are not recommended for survey control.
 HX0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0443.See file dsdata.txt to determine how the superseded data were derived.
 HX0443
 HX0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC732898(NAD 83)
 HX0443_MARKER: DD = SURVEY DISK
 HX0443_SETTING: 80 = SET IN A BOULDER
 HX0443_SP_SET: BOULDER
 HX0443_STAMPING: 2101 B10 1912
 HX0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0443+STABILITY: SURFACE MOTION
 HX0443
 HX0443  HISTORY     - Date     Condition        Report By
 HX0443  HISTORY     - 1912     MONUMENTED       USGS
 HX0443  HISTORY     - 1962     GOOD             NGS
 HX0443
 HX0443                          STATION DESCRIPTION
 HX0443
 HX0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0443'AT PALACE VALLEY.
 HX0443'AT PALACE VALLEY, ABOUT 125 YARDS EAST AND ACROSS COUNTRY FROM
 HX0443'THE BRIDGE OVER THE LEFT FORK OF THE BUCKHANNON RIVER, SET ON TOP
 HX0443'OF AN EMBEDDED BOULDER THAT IS ABOUT 4 1/2-BY 5-FOOT LONG, AT THE
 HX0443'SOUTHWEST CORNER OF THE ROCK, 20 FEET NORTHEAST OF THE NORTHEAST
 HX0443'RAIL, 112 YARDS SOUTH OF THE CENTER OF THE CROSSING OF A GRAVEL
 HX0443'ROAD, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1016 ***********************************************************************
 GX1016  DESIGNATION -  2107
 GX1016  PID         -  GX1016
 GX1016  STATE/COUNTY-  WV/GREENBRIER
 GX1016  USGS QUAD   -  ASBURY (1979)
 GX1016
 GX1016                         *CURRENT SURVEY CONTROL
 GX1016  ___________________________________________________________________
 GX1016* NAD 83(1986)-  37 49 10.     (N)    080 33 34.     (W)     SCALED    
 GX1016* NAVD 88     -       642.363  (meters)    2107.49   (feet)  ADJUSTED  
 GX1016  ___________________________________________________________________
 GX1016  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX1016  DYNAMIC HT  -         641.830 (meters)    2105.74  (feet)  COMP
 GX1016  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GX1016
 GX1016  VERT ORDER  -  SECOND    CLASS 0
 GX1016
 GX1016.The horizontal coordinates were scaled from a topographic map and have
 GX1016.an estimated accuracy of +/- 6 seconds.
 GX1016
 GX1016.The orthometric height was determined by differential leveling
 GX1016.and adjusted by the National Geodetic Survey in June 1991..
 GX1016
 GX1016.The geoid height was determined by GEOID03.
 GX1016
 GX1016.The dynamic height is computed by dividing the NAVD 88
 GX1016.geopotential number by the normal gravity value computed on the
 GX1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1016.degrees latitude (g = 980.6199 gals.).
 GX1016
 GX1016.The modeled gravity was interpolated from observed gravity values.
 GX1016
 GX1016;                    North         East    Units  Estimated Accuracy
 GX1016;SPC WV S     -    91,040.      638,790.      MT  (+/- 180 meters Scaled)
 GX1016
 GX1016                          SUPERSEDED SURVEY CONTROL
 GX1016
 GX1016  NGVD 29 (??/??/92)  642.515  (m)         2107.98   (f) ADJ UNCH    2 0
 GX1016
 GX1016.Superseded values are not recommended for survey control.
 GX1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1016.See file dsdata.txt to determine how the superseded data were derived.
 GX1016
 GX1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB387858(NAD 83)
 GX1016_MARKER: DD = SURVEY DISK
 GX1016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1016_SP_SET: CONCRETE WALK
 GX1016_STAMPING: W VA 2107 1920
 GX1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1016
 GX1016  HISTORY     - Date     Condition        Report By
 GX1016  HISTORY     - 1920     MONUMENTED       USGS
 GX1016  HISTORY     - 1961     GOOD             NGS
 GX1016
 GX1016                          STATION DESCRIPTION
 GX1016
 GX1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX1016'AT ASBURY.
 GX1016'AT ASBURY, 0.15 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 GX1016'ASBURY SCHOOL, 72 YARDS SOUTHWEST OF THE T JUNCTION FORMED BY
 GX1016'BLACK TOP ROADS, NEAR A LARGE TWO-STORY WHITE FRAME HOUSE, SET
 GX1016'ON THE TOP OF THE CONCRETE WALK LEADING SOUTHEAST FROM THE FRONT
 GX1016'DOOR OF THE HOUSE, 3 FEET WEST OF THE SOUTHEAST END OF THE WALK,
 GX1016'0.5 FOOT NORTHEAST OF THE NORTHEAST EDGE OF THE BOTTOM STEP OF
 GX1016'AN OLD MOUNTING STILE, ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0550 ***********************************************************************
 HX0550  DESIGNATION -  2115.6
 HX0550  PID         -  HX0550
 HX0550  STATE/COUNTY-  WV/POCAHONTAS
 HX0550  USGS QUAD   -  MARLINTON (1995)
 HX0550
 HX0550                         *CURRENT SURVEY CONTROL
 HX0550  ___________________________________________________________________
 HX0550* NAD 83(1986)-  38 11 41.     (N)    080 05 54.     (W)     SCALED    
 HX0550* NAVD 88     -       645.039  (meters)    2116.27   (feet)  ADJUSTED  
 HX0550  ___________________________________________________________________
 HX0550  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX0550  DYNAMIC HT  -         644.518 (meters)    2114.56  (feet)  COMP
 HX0550  MODELED GRAV-     979,801.4   (mgal)                       NAVD 88
 HX0550
 HX0550  VERT ORDER  -  FIRST     CLASS II
 HX0550
 HX0550.The horizontal coordinates were scaled from a topographic map and have
 HX0550.an estimated accuracy of +/- 6 seconds.
 HX0550
 HX0550.The orthometric height was determined by differential leveling
 HX0550.and adjusted by the National Geodetic Survey in June 1991..
 HX0550
 HX0550.The geoid height was determined by GEOID03.
 HX0550
 HX0550.The dynamic height is computed by dividing the NAVD 88
 HX0550.geopotential number by the normal gravity value computed on the
 HX0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0550.degrees latitude (g = 980.6199 gals.).
 HX0550
 HX0550.The modeled gravity was interpolated from observed gravity values.
 HX0550
 HX0550;                    North         East    Units  Estimated Accuracy
 HX0550;SPC WV S     -   132,980.      678,980.      MT  (+/- 180 meters Scaled)
 HX0550
 HX0550                          SUPERSEDED SURVEY CONTROL
 HX0550
 HX0550  NGVD 29 (??/??/92)  645.118  (m)         2116.52   (f) ADJ UNCH    1 2
 HX0550
 HX0550.Superseded values are not recommended for survey control.
 HX0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0550.See file dsdata.txt to determine how the superseded data were derived.
 HX0550
 HX0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC789278(NAD 83)
 HX0550_MARKER: Q = CHISELED SQUARE
 HX0550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0550_SP_SET: BRIDGE SEAT
 HX0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0550
 HX0550  HISTORY     - Date     Condition        Report By
 HX0550  HISTORY     - UNK      MONUMENTED       USGS
 HX0550  HISTORY     - 1934     GOOD             NGS
 HX0550  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0550
 HX0550                          STATION DESCRIPTION
 HX0550
 HX0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX0550'1.9 MI S FROM MARLINTON.
 HX0550'1.9 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX0550'THE STATION AT MARLINTON, POCAHONTAS COUNTY, 1 MILE SOUTH OF
 HX0550'THE STATION SIGN AT STILLWELL, 370 FEET NORTH OF MILEPOST 54,
 HX0550'AT BRIDGE 54.1, ON THE TOP OF THE EAST END OF THE SOUTH BRIDGE
 HX0550'SEAT, 3 YARDS SOUTH OF THE TRACK, AND ABOUT 3 FEET LOWER THAN
 HX0550'THE RAIL.  A CHISELED SQUARE.
 HX0550
 HX0550                          STATION RECOVERY (1983)
 HX0550
 HX0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0647 ***********************************************************************
 GX0647  DESIGNATION -  2120
 GX0647  PID         -  GX0647
 GX0647  STATE/COUNTY-  WV/GREENBRIER
 GX0647  USGS QUAD   -  CORNSTALK (1981)
 GX0647
 GX0647                         *CURRENT SURVEY CONTROL
 GX0647  ___________________________________________________________________
 GX0647* NAD 83(1986)-  37 54 14.     (N)    080 32 36.     (W)     SCALED    
 GX0647* NAVD 88     -       646.273  (meters)    2120.31   (feet)  ADJUSTED  
 GX0647  ___________________________________________________________________
 GX0647  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX0647  DYNAMIC HT  -         645.730 (meters)    2118.53  (feet)  COMP
 GX0647  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 GX0647
 GX0647  VERT ORDER  -  SECOND    CLASS 0
 GX0647
 GX0647.The horizontal coordinates were scaled from a topographic map and have
 GX0647.an estimated accuracy of +/- 6 seconds.
 GX0647
 GX0647.The orthometric height was determined by differential leveling
 GX0647.and adjusted by the National Geodetic Survey in June 1991..
 GX0647
 GX0647.The geoid height was determined by GEOID03.
 GX0647
 GX0647.The dynamic height is computed by dividing the NAVD 88
 GX0647.geopotential number by the normal gravity value computed on the
 GX0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0647.degrees latitude (g = 980.6199 gals.).
 GX0647
 GX0647.The modeled gravity was interpolated from observed gravity values.
 GX0647
 GX0647;                    North         East    Units  Estimated Accuracy
 GX0647;SPC WV S     -   100,420.      640,160.      MT  (+/- 180 meters Scaled)
 GX0647
 GX0647                          SUPERSEDED SURVEY CONTROL
 GX0647
 GX0647  NGVD 29 (??/??/92)  646.415  (m)         2120.78   (f) ADJ UNCH    2 0
 GX0647
 GX0647.Superseded values are not recommended for survey control.
 GX0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0647.See file dsdata.txt to determine how the superseded data were derived.
 GX0647
 GX0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB401952(NAD 83)
 GX0647_MARKER: DD = SURVEY DISK
 GX0647_SETTING: 66 = SET IN ROCK OUTCROP
 GX0647_SP_SET: ROCK OUTCROP
 GX0647_STAMPING: W VA 2120 1920
 GX0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0647+STABILITY: POSITION/ELEVATION WELL
 GX0647
 GX0647  HISTORY     - Date     Condition        Report By
 GX0647  HISTORY     - 1920     MONUMENTED       USGS
 GX0647  HISTORY     - 1961     GOOD             NGS
 GX0647
 GX0647                          STATION DESCRIPTION
 GX0647
 GX0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0647'4.6 MI NE FROM CLINTONVILLE.
 GX0647'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE METHODIST
 GX0647'CHURCH AT CLINTONVILLE, THENCE 3.05 MILES NORTHEAST ALONG
 GX0647'COUNTY ROAD NO. 9, AT THE OUTSIDE OF A CURVE, NEAR THE WEST
 GX0647'CORNER OF THE YARD OF THE SINKING SPRING BAPTIST CHURCH, NEAR
 GX0647'THE JUNCTION OF A GRADED ROAD LEADING SOUTH, 42 1/2 FEET SOUTHEAST
 GX0647'OF THE CENTER OF THE JUNCTION OF THE COUNTY ROAD AND THE GRADED
 GX0647'ROAD LEADING SOUTH, 64.6 FEET WEST OF THE WEST CORNER OF THE
 GX0647'CHURCH, SET ON THE TOP OF A 4-BY-1-FOOT EXPOSED OUTCROP THAT
 GX0647'IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0549 ***********************************************************************
 HX0549  DESIGNATION -  2125.6
 HX0549  PID         -  HX0549
 HX0549  STATE/COUNTY-  WV/POCAHONTAS
 HX0549  USGS QUAD   -  MARLINTON (1995)
 HX0549
 HX0549                         *CURRENT SURVEY CONTROL
 HX0549  ___________________________________________________________________
 HX0549* NAD 83(1986)-  38 12 30.     (N)    080 05 55.     (W)     SCALED    
 HX0549* NAVD 88     -       648.093  (meters)    2126.29   (feet)  ADJUSTED  
 HX0549  ___________________________________________________________________
 HX0549  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HX0549  DYNAMIC HT  -         647.573 (meters)    2124.58  (feet)  COMP
 HX0549  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 HX0549
 HX0549  VERT ORDER  -  FIRST     CLASS II
 HX0549
 HX0549.The horizontal coordinates were scaled from a topographic map and have
 HX0549.an estimated accuracy of +/- 6 seconds.
 HX0549
 HX0549.The orthometric height was determined by differential leveling
 HX0549.and adjusted by the National Geodetic Survey in June 1991..
 HX0549
 HX0549.The geoid height was determined by GEOID03.
 HX0549
 HX0549.The dynamic height is computed by dividing the NAVD 88
 HX0549.geopotential number by the normal gravity value computed on the
 HX0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0549.degrees latitude (g = 980.6199 gals.).
 HX0549
 HX0549.The modeled gravity was interpolated from observed gravity values.
 HX0549
 HX0549;                    North         East    Units  Estimated Accuracy
 HX0549;SPC WV S     -   134,500.      678,940.      MT  (+/- 180 meters Scaled)
 HX0549
 HX0549                          SUPERSEDED SURVEY CONTROL
 HX0549
 HX0549  NGVD 29 (??/??/92)  648.173  (m)         2126.55   (f) ADJ UNCH    1 2
 HX0549
 HX0549.Superseded values are not recommended for survey control.
 HX0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0549.See file dsdata.txt to determine how the superseded data were derived.
 HX0549
 HX0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC789293(NAD 83)
 HX0549_MARKER: Q = CHISELED SQUARE
 HX0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0549_SP_SET: BRIDGE SEAT
 HX0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0549
 HX0549  HISTORY     - Date     Condition        Report By
 HX0549  HISTORY     - UNK      MONUMENTED       USGS
 HX0549  HISTORY     - 1934     GOOD             NGS
 HX0549
 HX0549                          STATION DESCRIPTION
 HX0549
 HX0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX0549'1.1 MI S FROM MARLINTON.
 HX0549'1.1 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX0549'STATION AT MARLINTON, POCAHONTAS COUNTY, 190 FEET SOUTH OF THE
 HX0549'STATION SIGN AT STILLWELL, AT BRIDGE 55.0, ON THE TOP OF THE EAST
 HX0549'END OF THE SOUTH BRIDGE SEAT, 3 YARDS EAST OF THE TRACK, AND
 HX0549'ABOUT 3 FEET LOWER THAN THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0543 ***********************************************************************
 HX0543  DESIGNATION -  2135.8 USGS
 HX0543  PID         -  HX0543
 HX0543  STATE/COUNTY-  WV/POCAHONTAS
 HX0543  USGS QUAD   -  MARLINTON (1995)
 HX0543
 HX0543                         *CURRENT SURVEY CONTROL
 HX0543  ___________________________________________________________________
 HX0543* NAD 83(1986)-  38 13 53.     (N)    080 05 22.     (W)     SCALED    
 HX0543* NAVD 88     -       651.175  (meters)    2136.40   (feet)  ADJUSTED  
 HX0543  ___________________________________________________________________
 HX0543  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX0543  DYNAMIC HT  -         650.652 (meters)    2134.68  (feet)  COMP
 HX0543  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 HX0543
 HX0543  VERT ORDER  -  FIRST     CLASS II
 HX0543
 HX0543.The horizontal coordinates were scaled from a topographic map and have
 HX0543.an estimated accuracy of +/- 6 seconds.
 HX0543
 HX0543.The orthometric height was determined by differential leveling
 HX0543.and adjusted by the National Geodetic Survey in June 1991..
 HX0543
 HX0543.The geoid height was determined by GEOID03.
 HX0543
 HX0543.The dynamic height is computed by dividing the NAVD 88
 HX0543.geopotential number by the normal gravity value computed on the
 HX0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0543.degrees latitude (g = 980.6199 gals.).
 HX0543
 HX0543.The modeled gravity was interpolated from observed gravity values.
 HX0543
 HX0543;                    North         East    Units  Estimated Accuracy
 HX0543;SPC WV S     -   137,060.      679,720.      MT  (+/- 180 meters Scaled)
 HX0543
 HX0543                          SUPERSEDED SURVEY CONTROL
 HX0543
 HX0543  NGVD 29 (??/??/92)  651.252  (m)         2136.65   (f) ADJ UNCH    1 2
 HX0543
 HX0543.Superseded values are not recommended for survey control.
 HX0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0543.See file dsdata.txt to determine how the superseded data were derived.
 HX0543
 HX0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC796318(NAD 83)
 HX0543_MARKER: Q = CHISELED SQUARE
 HX0543_SETTING: 80 = SET IN A BOULDER
 HX0543_SP_SET: BOULDER
 HX0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0543+STABILITY: SURFACE MOTION
 HX0543
 HX0543  HISTORY     - Date     Condition        Report By
 HX0543  HISTORY     - UNK      MONUMENTED       USGS
 HX0543  HISTORY     - 1934     GOOD             NGS
 HX0543  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0543
 HX0543                          STATION DESCRIPTION
 HX0543
 HX0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX0543'AT MARLINTON.
 HX0543'AT MARLINTON, POCAHONTAS COUNTY, 0.6 MILE NORTH OF THE
 HX0543'CHESAPEAKE AND OHIO RAILWAY STATION, 30 FEET NORTH OF A
 HX0543'SWITCHSTAND, 15 FEET WEST OF THE TRACK, ON THE TOP OF AN EMBEDDED
 HX0543'BOULDER, AND ABOUT 2 FEET HIGHER THAN THE RAIL.  A CHISELED
 HX0543'SQUARE.
 HX0543
 HX0543                          STATION RECOVERY (1983)
 HX0543
 HX0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0543'NOT RECOVERED, DESCRIPTION INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0542 ***********************************************************************
 HX0542  DESIGNATION -  2154.9
 HX0542  PID         -  HX0542
 HX0542  STATE/COUNTY-  WV/POCAHONTAS
 HX0542  USGS QUAD   -  MARLINTON (1995)
 HX0542
 HX0542                         *CURRENT SURVEY CONTROL
 HX0542  ___________________________________________________________________
 HX0542* NAD 83(1986)-  38 14 04.     (N)    080 03 09.     (W)     SCALED    
 HX0542* NAVD 88     -       656.348  (meters)    2153.37   (feet)  ADJUSTED  
 HX0542  ___________________________________________________________________
 HX0542  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX0542  DYNAMIC HT  -         655.816 (meters)    2151.62  (feet)  COMP
 HX0542  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 HX0542
 HX0542  VERT ORDER  -  FIRST     CLASS II
 HX0542
 HX0542.The horizontal coordinates were scaled from a topographic map and have
 HX0542.an estimated accuracy of +/- 6 seconds.
 HX0542
 HX0542.The orthometric height was determined by differential leveling
 HX0542.and adjusted by the National Geodetic Survey in June 1991..
 HX0542
 HX0542.The geoid height was determined by GEOID03.
 HX0542
 HX0542.The dynamic height is computed by dividing the NAVD 88
 HX0542.geopotential number by the normal gravity value computed on the
 HX0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0542.degrees latitude (g = 980.6199 gals.).
 HX0542
 HX0542.The modeled gravity was interpolated from observed gravity values.
 HX0542
 HX0542;                    North         East    Units  Estimated Accuracy
 HX0542;SPC WV S     -   137,430.      682,950.      MT  (+/- 180 meters Scaled)
 HX0542
 HX0542                          SUPERSEDED SURVEY CONTROL
 HX0542
 HX0542  NGVD 29 (??/??/92)  656.420  (m)         2153.60   (f) ADJ UNCH    1 2
 HX0542
 HX0542.Superseded values are not recommended for survey control.
 HX0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0542.See file dsdata.txt to determine how the superseded data were derived.
 HX0542
 HX0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC829322(NAD 83)
 HX0542_MARKER: Q = CHISELED SQUARE
 HX0542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0542_SP_SET: BRIDGE SEAT
 HX0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0542
 HX0542  HISTORY     - Date     Condition        Report By
 HX0542  HISTORY     - UNK      MONUMENTED       USGS
 HX0542  HISTORY     - 1934     GOOD             NGS
 HX0542  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0542
 HX0542                          STATION DESCRIPTION
 HX0542
 HX0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX0542'3.4 MI N FROM MARLINTON.
 HX0542'3.4 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX0542'STATION AT MARLINTON, POCAHONTAS COUNTY, 0.8 MILE SOUTHWEST OF
 HX0542'THE STATION AT AUGUST, 70 FEET NORTH OF A ROAD CROSSING, AT
 HX0542'BRIDGE 595, ON THE TOP OF THE EAST END OF THE SOUTH BRIDGE SEAT,
 HX0542'AND 10 FEET EAST OF THE TRACK.  A CHISELED SQUARE.
 HX0542
 HX0542                          STATION RECOVERY (1983)
 HX0542
 HX0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1409 ***********************************************************************
 GX1409  DESIGNATION -  2155 USGS
 GX1409  PID         -  GX1409
 GX1409  STATE/COUNTY-  WV/MERCER
 GX1409  USGS QUAD   -  PRINCETON (1976)
 GX1409
 GX1409                         *CURRENT SURVEY CONTROL
 GX1409  ___________________________________________________________________
 GX1409* NAD 83(1986)-  37 17 57.     (N)    081 07 15.     (W)     SCALED    
 GX1409* NAVD 88     -       656.758  (meters)    2154.71   (feet)  ADJUSTED  
 GX1409  ___________________________________________________________________
 GX1409  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GX1409  DYNAMIC HT  -         656.174 (meters)    2152.80  (feet)  COMP
 GX1409  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 GX1409
 GX1409  VERT ORDER  -  FIRST     CLASS II
 GX1409
 GX1409.The horizontal coordinates were scaled from a topographic map and have
 GX1409.an estimated accuracy of +/- 6 seconds.
 GX1409
 GX1409.The orthometric height was determined by differential leveling
 GX1409.and adjusted by the National Geodetic Survey in June 1991..
 GX1409
 GX1409.The geoid height was determined by GEOID03.
 GX1409
 GX1409.The dynamic height is computed by dividing the NAVD 88
 GX1409.geopotential number by the normal gravity value computed on the
 GX1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1409.degrees latitude (g = 980.6199 gals.).
 GX1409
 GX1409.The modeled gravity was interpolated from observed gravity values.
 GX1409
 GX1409;                    North         East    Units  Estimated Accuracy
 GX1409;SPC WV S     -    33,210.      589,290.      MT  (+/- 180 meters Scaled)
 GX1409
 GX1409                          SUPERSEDED SURVEY CONTROL
 GX1409
 GX1409  NGVD 29 (??/??/92)  656.869  (m)         2155.08   (f) ADJ UNCH    1 2
 GX1409
 GX1409.Superseded values are not recommended for survey control.
 GX1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1409.See file dsdata.txt to determine how the superseded data were derived.
 GX1409
 GX1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB892280(NAD 83)
 GX1409_MARKER: DD = SURVEY DISK
 GX1409_SETTING: 66 = SET IN ROCK OUTCROP
 GX1409_SP_SET: ROCK OUTCROP
 GX1409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1409+STABILITY: POSITION/ELEVATION WELL
 GX1409
 GX1409  HISTORY     - Date     Condition        Report By
 GX1409  HISTORY     - UNK      MONUMENTED       USGS
 GX1409  HISTORY     - 1965     GOOD             NGS
 GX1409  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 GX1409  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1409
 GX1409                          STATION DESCRIPTION
 GX1409
 GX1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1409'6 MI E FROM BLUEFIELD.
 GX1409'ABOUT 6.0 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1409'FROM THE STATION AT BLUEFIELD, 7 1/2 RAILS WEST OF MILEPOST
 GX1409'N-357, SET IN THE TOP OF A LARGE LIMESTONE OUTCROP WHICH IS
 GX1409'ABOUT 2 1/2 FEET UNDERGROUND, 12.3 FEET NORTH OF THE NORTH RAIL
 GX1409'OF THE WEST TRACK, 7 FEET EAST OF THE EAST END OF THE NORTH
 GX1409'CONCRETE HEAD WALL FOR A 36-INCH PIPE CULVERT AND ABOUT 3 FEET
 GX1409'BELOW LEVEL OF TRACK.  NOTE-- THIS MARK IS 19.2 FEET EAST OF
 GX1409'BENCH MARK K 284 DESCRIBED.  *THE DISK HAS BEEN BATTERED SO
 GX1409'THE STAMPING, IF ANY, CAN NOT BE READ.
 GX1409
 GX1409                          STATION RECOVERY (1980)
 GX1409
 GX1409'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1409'HAS BEEN COVERED BY FILL
 GX1409
 GX1409                          STATION RECOVERY (1984)
 GX1409
 GX1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1409'NOT RECOVERED, INACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2638 ***********************************************************************
 HX2638  DESIGNATION -  216 A USE RESET 1935
 HX2638  PID         -  HX2638
 HX2638  STATE/COUNTY-  WV/JACKSON
 HX2638  USGS QUAD   -  RAVENSWOOD (1994)
 HX2638
 HX2638                         *CURRENT SURVEY CONTROL
 HX2638  ___________________________________________________________________
 HX2638* NAD 83(1986)-  38 59 27.     (N)    081 45 44.     (W)     SCALED    
 HX2638* NAVD 88     -       180.064  (meters)     590.76   (feet)  ADJUSTED  
 HX2638  ___________________________________________________________________
 HX2638  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 HX2638  DYNAMIC HT  -         179.949 (meters)     590.38  (feet)  COMP
 HX2638  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 HX2638
 HX2638  VERT ORDER  -  FIRST     CLASS II
 HX2638
 HX2638.The horizontal coordinates were scaled from a topographic map and have
 HX2638.an estimated accuracy of +/- 6 seconds.
 HX2638
 HX2638.The orthometric height was determined by differential leveling
 HX2638.and adjusted by the National Geodetic Survey in June 1991..
 HX2638
 HX2638.The geoid height was determined by GEOID03.
 HX2638
 HX2638.The dynamic height is computed by dividing the NAVD 88
 HX2638.geopotential number by the normal gravity value computed on the
 HX2638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2638.degrees latitude (g = 980.6199 gals.).
 HX2638
 HX2638.The modeled gravity was interpolated from observed gravity values.
 HX2638
 HX2638;                    North         East    Units  Estimated Accuracy
 HX2638;SPC WV S     -   221,240.      533,960.      MT  (+/- 180 meters Scaled)
 HX2638
 HX2638                          SUPERSEDED SURVEY CONTROL
 HX2638
 HX2638  NGVD 29 (??/??/92)  180.24   (m)          591.3    (f) COMPUTED    1 2
 HX2638
 HX2638.Superseded values are not recommended for survey control.
 HX2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2638.See file dsdata.txt to determine how the superseded data were derived.
 HX2638
 HX2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD339160(NAD 83)
 HX2638_MARKER: Q = CHISELED SQUARE
 HX2638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2638_SP_SET: ABUTMENT
 HX2638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2638
 HX2638  HISTORY     - Date     Condition        Report By
 HX2638  HISTORY     - 1935     MONUMENTED       DOD
 HX2638  HISTORY     - 1956     GOOD             NGS
 HX2638  HISTORY     - 1984     MARK NOT FOUND   NGS
 HX2638
 HX2638                          STATION DESCRIPTION
 HX2638
 HX2638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2638'3.4 MI N FROM RAVENSWOOD.
 HX2638'ABOUT 3.4 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2638'FROM THE STATION AT RAVENSWOOD, AT SHERMAN, IN THE TOP OF
 HX2638'SOUTHWEST CORNER OF WEST END OF NORTH CONCRETE ABUTMENT OF
 HX2638'RAILROAD BRIDGE NO. 124.8 OVER LITTLE SANDY CREEK, 7 FEET WEST
 HX2638'OF WEST RAIL, 130 FEET SOUTH OF MILE POST 125 AND ABOUT 2 FEET
 HX2638'BELOW LEVEL OF TRACK.
 HX2638
 HX2638                          STATION RECOVERY (1984)
 HX2638
 HX2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2638'NOT RECOVERED, NO SIGNS OF THE DISK OR DRILL HOLE COULD BE FOUND IN
 HX2638'THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0652 ***********************************************************************
 GX0652  DESIGNATION -  2160
 GX0652  PID         -  GX0652
 GX0652  STATE/COUNTY-  WV/GREENBRIER
 GX0652  USGS QUAD   -  CORNSTALK (1981)
 GX0652
 GX0652                         *CURRENT SURVEY CONTROL
 GX0652  ___________________________________________________________________
 GX0652* NAD 83(1986)-  37 56 47.     (N)    080 31 47.     (W)     SCALED    
 GX0652* NAVD 88     -       658.548  (meters)    2160.59   (feet)  ADJUSTED  
 GX0652  ___________________________________________________________________
 GX0652  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX0652  DYNAMIC HT  -         658.007 (meters)    2158.81  (feet)  COMP
 GX0652  MODELED GRAV-     979,786.2   (mgal)                       NAVD 88
 GX0652
 GX0652  VERT ORDER  -  SECOND    CLASS 0
 GX0652
 GX0652.The horizontal coordinates were scaled from a topographic map and have
 GX0652.an estimated accuracy of +/- 6 seconds.
 GX0652
 GX0652.The orthometric height was determined by differential leveling
 GX0652.and adjusted by the National Geodetic Survey in June 1991..
 GX0652
 GX0652.The geoid height was determined by GEOID03.
 GX0652
 GX0652.The dynamic height is computed by dividing the NAVD 88
 GX0652.geopotential number by the normal gravity value computed on the
 GX0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0652.degrees latitude (g = 980.6199 gals.).
 GX0652
 GX0652.The modeled gravity was interpolated from observed gravity values.
 GX0652
 GX0652;                    North         East    Units  Estimated Accuracy
 GX0652;SPC WV S     -   105,140.      641,330.      MT  (+/- 180 meters Scaled)
 GX0652
 GX0652                          SUPERSEDED SURVEY CONTROL
 GX0652
 GX0652  NGVD 29 (??/??/92)  658.698  (m)         2161.08   (f) ADJ UNCH    2 0
 GX0652
 GX0652.Superseded values are not recommended for survey control.
 GX0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0652.See file dsdata.txt to determine how the superseded data were derived.
 GX0652
 GX0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB413999(NAD 83)
 GX0652_MARKER: DD = SURVEY DISK
 GX0652_SETTING: 66 = SET IN ROCK OUTCROP
 GX0652_SP_SET: ROCK OUTCROP
 GX0652_STAMPING: W VA 2160 1920
 GX0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0652+STABILITY: POSITION/ELEVATION WELL
 GX0652
 GX0652  HISTORY     - Date     Condition        Report By
 GX0652  HISTORY     - 1920     MONUMENTED       USGS
 GX0652  HISTORY     - 1961     GOOD             NGS
 GX0652
 GX0652                          STATION DESCRIPTION
 GX0652
 GX0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0652'AT CORNSTALK.
 GX0652'AT CORNSTALK, ABOUT 70 YARDS NORTHWEST OF A Y JUNCTION, IN A
 GX0652'SMALL OPEN PASTURE, SET ON THE TOP OF A FLAT OUTCROP THAT IS
 GX0652'ON THE WEST SLOPE OF A SMALL KNOLL, 120 FEET NORTH OF THE
 GX0652'NORTH CORNER OF THE POST OFFICE AND GENERAL STORE BUILDING,
 GX0652'69 FEET WEST OF THE CENTER LINE OF THE ROAD, 53 FEET WEST OF A
 GX0652'FENCE LINE, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0062 ***********************************************************************
 HX0062  DESIGNATION -  2171
 HX0062  PID         -  HX0062
 HX0062  STATE/COUNTY-  WV/RANDOLPH
 HX0062  USGS QUAD   -  VALLEY HEAD (1995)
 HX0062
 HX0062                         *CURRENT SURVEY CONTROL
 HX0062  ___________________________________________________________________
 HX0062* NAD 83(1986)-  38 36 53.     (N)    080 02 02.     (W)     SCALED    
 HX0062* NAVD 88     -       661.670  (meters)    2170.83   (feet)  ADJUSTED  
 HX0062  ___________________________________________________________________
 HX0062  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HX0062  DYNAMIC HT  -         661.166 (meters)    2169.18  (feet)  COMP
 HX0062  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 HX0062
 HX0062  VERT ORDER  -  SECOND    CLASS 0
 HX0062
 HX0062.The horizontal coordinates were scaled from a topographic map and have
 HX0062.an estimated accuracy of +/- 6 seconds.
 HX0062
 HX0062.The orthometric height was determined by differential leveling
 HX0062.and adjusted by the National Geodetic Survey in June 1991..
 HX0062
 HX0062.The geoid height was determined by GEOID03.
 HX0062
 HX0062.The dynamic height is computed by dividing the NAVD 88
 HX0062.geopotential number by the normal gravity value computed on the
 HX0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0062.degrees latitude (g = 980.6199 gals.).
 HX0062
 HX0062.The modeled gravity was interpolated from observed gravity values.
 HX0062
 HX0062;                    North         East    Units  Estimated Accuracy
 HX0062;SPC WV S     -   179,660.      684,140.      MT  (+/- 180 meters Scaled)
 HX0062
 HX0062                          SUPERSEDED SURVEY CONTROL
 HX0062
 HX0062  NGVD 29 (??/??/92)  661.803  (m)         2171.27   (f) ADJ UNCH    2 0
 HX0062
 HX0062.Superseded values are not recommended for survey control.
 HX0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0062.See file dsdata.txt to determine how the superseded data were derived.
 HX0062
 HX0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC841744(NAD 83)
 HX0062_MARKER: DD = SURVEY DISK
 HX0062_SETTING: 66 = SET IN ROCK OUTCROP
 HX0062_SP_SET: ROCK LEDGE
 HX0062_STAMPING: 2171
 HX0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0062+STABILITY: POSITION/ELEVATION WELL
 HX0062
 HX0062  HISTORY     - Date     Condition        Report By
 HX0062  HISTORY     - UNK      MONUMENTED       USGS
 HX0062  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0062
 HX0062                          STATION DESCRIPTION
 HX0062
 HX0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0062'0.5 MI N FROM SPANGLER.
 HX0062'0.5 MILE NORTH ALONG THE ABANDONED WEST VIRGINIA MIDLAND RAILWAY
 HX0062'FROM THE STATION AT SPANGLER, AT THE SITE OF THE SWITCH AT
 HX0062'ELKWATER, EAST OF THE ABANDONED RAILROAD GRADE, AND IN THE TOP
 HX0062'OF A ROCK LEDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HX0062'DISK, STAMPED 2171.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0156 ***********************************************************************
 GX0156  DESIGNATION -  2190
 GX0156  PID         -  GX0156
 GX0156  STATE/COUNTY-  WV/GREENBRIER
 GX0156  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0156
 GX0156                         *CURRENT SURVEY CONTROL
 GX0156  ___________________________________________________________________
 GX0156* NAD 83(1986)-  37 58 09.     (N)    080 29 32.     (W)     SCALED    
 GX0156* NAVD 88     -       667.620  (meters)    2190.35   (feet)  ADJUSTED  
 GX0156  ___________________________________________________________________
 GX0156  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX0156  DYNAMIC HT  -         667.070 (meters)    2188.55  (feet)  COMP
 GX0156  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GX0156
 GX0156  VERT ORDER  -  SECOND    CLASS 0
 GX0156
 GX0156.The horizontal coordinates were scaled from a topographic map and have
 GX0156.an estimated accuracy of +/- 6 seconds.
 GX0156
 GX0156.The orthometric height was determined by differential leveling
 GX0156.and adjusted by the National Geodetic Survey in June 1991..
 GX0156
 GX0156.The geoid height was determined by GEOID03.
 GX0156
 GX0156.The dynamic height is computed by dividing the NAVD 88
 GX0156.geopotential number by the normal gravity value computed on the
 GX0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0156.degrees latitude (g = 980.6199 gals.).
 GX0156
 GX0156.The modeled gravity was interpolated from observed gravity values.
 GX0156
 GX0156;                    North         East    Units  Estimated Accuracy
 GX0156;SPC WV S     -   107,690.      644,620.      MT  (+/- 180 meters Scaled)
 GX0156
 GX0156                          SUPERSEDED SURVEY CONTROL
 GX0156
 GX0156  NGVD 29 (??/??/92)  667.768  (m)         2190.84   (f) ADJ UNCH    2 0
 GX0156
 GX0156.Superseded values are not recommended for survey control.
 GX0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0156.See file dsdata.txt to determine how the superseded data were derived.
 GX0156
 GX0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC446025(NAD 83)
 GX0156_MARKER: DD = SURVEY DISK
 GX0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0156_SP_SET: CONC PORCH
 GX0156_STAMPING: W VA 2190 1920
 GX0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0156
 GX0156  HISTORY     - Date     Condition        Report By
 GX0156  HISTORY     - 1920     MONUMENTED       USGS
 GX0156  HISTORY     - 1961     GOOD             NGS
 GX0156
 GX0156                          STATION DESCRIPTION
 GX0156
 GX0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0156'AT WILLIAMSBURG.
 GX0156'AT WILLIAMSBURG, 0.3 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM
 GX0156'THE WILLIAMSBURG SCHOOL, AT THE OLD BANK BUILDING WHICH IS NOW
 GX0156'USED FOR A GROCERY STORE, SET ON THE TOP OF THE CONCRETE PORCH
 GX0156'IN FRONT OF THE BUILDING, 9 FEET SOUTH OF THE NORTHEAST CORNER OF
 GX0156'THE BUILDING, ACROSS THE BLACK TOP ROAD FROM THE WILLIAMSBURG
 GX0156'POST OFFICE BUILDING, 0.5 FOOT EAST OF THE EAST FACE OF THE EAST
 GX0156'WALL OF THE BUILDING, 18 FEET WEST OF THE CENTER LINE OF THE
 GX0156'BLACK TOP ROAD (MAIN STREET OF WILLIAMSBURG) AND 2 FEET ABOVE THE
 GX0156'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1194 ***********************************************************************
 HX1194  DESIGNATION -  2193 USGS
 HX1194  PID         -  HX1194
 HX1194  STATE/COUNTY-  WV/NICHOLAS
 HX1194  USGS QUAD   -  RICHWOOD (1995)
 HX1194
 HX1194                         *CURRENT SURVEY CONTROL
 HX1194  ___________________________________________________________________
 HX1194* NAD 83(1986)-  38 13 27.     (N)    080 32 01.     (W)     SCALED    
 HX1194* NAVD 88     -       668.839  (meters)    2194.35   (feet)  ADJUSTED  
 HX1194  ___________________________________________________________________
 HX1194  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HX1194  DYNAMIC HT  -         668.308 (meters)    2192.61  (feet)  COMP
 HX1194  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 HX1194
 HX1194  VERT ORDER  -  SECOND    CLASS 0
 HX1194
 HX1194.The horizontal coordinates were scaled from a topographic map and have
 HX1194.an estimated accuracy of +/- 6 seconds.
 HX1194
 HX1194.The orthometric height was determined by differential leveling
 HX1194.and adjusted by the National Geodetic Survey in June 1991..
 HX1194
 HX1194.The geoid height was determined by GEOID03.
 HX1194
 HX1194.The dynamic height is computed by dividing the NAVD 88
 HX1194.geopotential number by the normal gravity value computed on the
 HX1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1194.degrees latitude (g = 980.6199 gals.).
 HX1194
 HX1194.The modeled gravity was interpolated from observed gravity values.
 HX1194
 HX1194;                    North         East    Units  Estimated Accuracy
 HX1194;SPC WV S     -   135,970.      640,840.      MT  (+/- 180 meters Scaled)
 HX1194
 HX1194                          SUPERSEDED SURVEY CONTROL
 HX1194
 HX1194  NGVD 29 (??/??/92)  668.977  (m)         2194.80   (f) ADJ UNCH    2 0
 HX1194
 HX1194.Superseded values are not recommended for survey control.
 HX1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1194.See file dsdata.txt to determine how the superseded data were derived.
 HX1194
 HX1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC408307(NAD 83)
 HX1194_MARKER: DD = SURVEY DISK
 HX1194_SETTING: 80 = SET IN A BOULDER
 HX1194_SP_SET: BOULDER
 HX1194_STAMPING: 2193 USGS W VA
 HX1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1194+STABILITY: SURFACE MOTION
 HX1194
 HX1194  HISTORY     - Date     Condition        Report By
 HX1194  HISTORY     - UNK      MONUMENTED       USGS
 HX1194  HISTORY     - 1962     GOOD             NGS
 HX1194
 HX1194                          STATION DESCRIPTION
 HX1194
 HX1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1194'AT RICHWOOD.
 HX1194'AT RICHWOOD NEAR THE JUNCTION OF EDGEWOOD AVENUE AND OAKFORD
 HX1194'DRIVE, IN A SMALL PARKING LOT ON THE NORTH SIDE OF BALTIMORE AND
 HX1194'OHIO RAILWAY STATION, SET ON TOP OF THE WEST END OF A ROUNDED
 HX1194'BOULDER ABOUT 6 FEET LONG BY 5 FEET WIDE, 150 FEET WEST OF THE
 HX1194'JUNCTION OF THE TWO AVENUES, 80 FEET NORTHEAST OF THE NORTHWEST
 HX1194'CORNER OF THE STATION, 13.5 FEET SOUTH OF CENTER LINE OF EDGEWOOD
 HX1194'AVENUE, 1 FOOT EAST OF THE WEST END OF BOULDER, AND ABOUT LEVEL
 HX1194'WITH EDGEWOOD AVENUE.  NOTE-- DISK IS BATTERED BUT IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0512 ***********************************************************************
 HX0512  DESIGNATION -  22
 HX0512  PID         -  HX0512
 HX0512  STATE/COUNTY-  WV/WEBSTER
 HX0512  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0512
 HX0512                         *CURRENT SURVEY CONTROL
 HX0512  ___________________________________________________________________
 HX0512* NAD 83(1986)-  38 26 52.     (N)    080 25 56.     (W)     SCALED    
 HX0512* NAVD 88     -       710.477  (meters)    2330.96   (feet)  ADJUSTED  
 HX0512  ___________________________________________________________________
 HX0512  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HX0512  DYNAMIC HT  -         709.931 (meters)    2329.17  (feet)  COMP
 HX0512  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 HX0512
 HX0512  VERT ORDER  -  SECOND    CLASS 0
 HX0512
 HX0512.The horizontal coordinates were scaled from a topographic map and have
 HX0512.an estimated accuracy of +/- 6 seconds.
 HX0512
 HX0512.The orthometric height was determined by differential leveling
 HX0512.and adjusted by the National Geodetic Survey in June 1991..
 HX0512
 HX0512.The geoid height was determined by GEOID03.
 HX0512
 HX0512.The dynamic height is computed by dividing the NAVD 88
 HX0512.geopotential number by the normal gravity value computed on the
 HX0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0512.degrees latitude (g = 980.6199 gals.).
 HX0512
 HX0512.The modeled gravity was interpolated from observed gravity values.
 HX0512
 HX0512;                    North         East    Units  Estimated Accuracy
 HX0512;SPC WV S     -   160,840.      649,560.      MT  (+/- 180 meters Scaled)
 HX0512
 HX0512                          SUPERSEDED SURVEY CONTROL
 HX0512
 HX0512  NGVD 29 (??/??/92)  710.607  (m)         2331.38   (f) ADJ UNCH    2 0
 HX0512
 HX0512.Superseded values are not recommended for survey control.
 HX0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0512.See file dsdata.txt to determine how the superseded data were derived.
 HX0512
 HX0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC495556(NAD 83)
 HX0512_MARKER: Q = CHISELED SQUARE
 HX0512_SETTING: 80 = SET IN A BOULDER
 HX0512_SP_SET: BOULDER
 HX0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0512+STABILITY: SURFACE MOTION
 HX0512
 HX0512  HISTORY     - Date     Condition        Report By
 HX0512  HISTORY     - UNK      MONUMENTED       WVHD
 HX0512  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0512
 HX0512                          STATION DESCRIPTION
 HX0512
 HX0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0512'1.1 MI NE FROM BOLAIR.
 HX0512'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM BOLAIR, WEBSTER
 HX0512'COUNTY, 4.7 MILES SOUTHWEST OF WEBSTER SPRINGS, AT THE APEX OF
 HX0512'A SHART CURVE, 19 YARDS NORTH OF A SMALL CULVERT, 9 YARDS WEST
 HX0512'OF THE CENTERLINE OF THE HIGHWAY, ON THE TOP OF A LARGE BOULDER,
 HX0512'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1020 ***********************************************************************
 HX1020  DESIGNATION -  2202
 HX1020  PID         -  HX1020
 HX1020  STATE/COUNTY-  WV/WEBSTER
 HX1020  USGS QUAD   -  COWEN (1995)
 HX1020
 HX1020                         *CURRENT SURVEY CONTROL
 HX1020  ___________________________________________________________________
 HX1020* NAD 83(1986)-  38 22 40.     (N)    080 32 24.     (W)     SCALED    
 HX1020* NAVD 88     -       671.382  (meters)    2202.69   (feet)  ADJUSTED  
 HX1020  ___________________________________________________________________
 HX1020  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX1020  DYNAMIC HT  -         670.862 (meters)    2200.99  (feet)  COMP
 HX1020  MODELED GRAV-     979,832.4   (mgal)                       NAVD 88
 HX1020
 HX1020  VERT ORDER  -  SECOND    CLASS 0
 HX1020
 HX1020.The horizontal coordinates were scaled from a topographic map and have
 HX1020.an estimated accuracy of +/- 6 seconds.
 HX1020
 HX1020.The orthometric height was determined by differential leveling
 HX1020.and adjusted by the National Geodetic Survey in June 1991..
 HX1020
 HX1020.The geoid height was determined by GEOID03.
 HX1020
 HX1020.The dynamic height is computed by dividing the NAVD 88
 HX1020.geopotential number by the normal gravity value computed on the
 HX1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1020.degrees latitude (g = 980.6199 gals.).
 HX1020
 HX1020.The modeled gravity was interpolated from observed gravity values.
 HX1020
 HX1020;                    North         East    Units  Estimated Accuracy
 HX1020;SPC WV S     -   153,020.      640,190.      MT  (+/- 180 meters Scaled)
 HX1020
 HX1020                          SUPERSEDED SURVEY CONTROL
 HX1020
 HX1020  NGVD 29 (??/??/92)  671.528  (m)         2203.17   (f) ADJ UNCH    2 0
 HX1020
 HX1020.Superseded values are not recommended for survey control.
 HX1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1020.See file dsdata.txt to determine how the superseded data were derived.
 HX1020
 HX1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC401478(NAD 83)
 HX1020_MARKER: DB = BENCH MARK DISK
 HX1020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1020_SP_SET: BRIDGE SEAT
 HX1020_STAMPING: 2202
 HX1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1020
 HX1020  HISTORY     - Date     Condition        Report By
 HX1020  HISTORY     - UNK      MONUMENTED       USGS
 HX1020  HISTORY     - 1961     GOOD             NGS
 HX1020
 HX1020                          STATION DESCRIPTION
 HX1020
 HX1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1020'3.2 MI SW FROM COWEN.
 HX1020'ABOUT 3.15 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1020'FROM THE STATION AT COWEN, NEAR MILEAGE POLE NO. 120+21, SET ON
 HX1020'TOP OF THE NORTH END OF THE EAST BRIDGE SEAT OF BRIDGE NO. 120.7
 HX1020'OVER BIG DITCH RUN, 5 1/2 FEET NORTH OF THE NORTH RAIL, 1 FOOT
 HX1020'SOUTH OF THE NORTH END OF THE BRIDGE SEAT AND 3 FEET BELOW
 HX1020'THE LEVEL OF THE TRACK.  NOTE-- JUNE 1963 REPORT - TO BE RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0744 ***********************************************************************
 HX0744  DESIGNATION -  2216
 HX0744  PID         -  HX0744
 HX0744  STATE/COUNTY-  WV/WEBSTER
 HX0744  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0744
 HX0744                         *CURRENT SURVEY CONTROL
 HX0744  ___________________________________________________________________
 HX0744* NAD 83(1986)-  38 23 03.     (N)    080 29 09.     (W)     SCALED    
 HX0744* NAVD 88     -       675.771  (meters)    2217.09   (feet)  ADJUSTED  
 HX0744  ___________________________________________________________________
 HX0744  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HX0744  DYNAMIC HT  -         675.248 (meters)    2215.38  (feet)  COMP
 HX0744  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 HX0744
 HX0744  VERT ORDER  -  SECOND    CLASS 0
 HX0744
 HX0744.The horizontal coordinates were scaled from a topographic map and have
 HX0744.an estimated accuracy of +/- 6 seconds.
 HX0744
 HX0744.The orthometric height was determined by differential leveling
 HX0744.and adjusted by the National Geodetic Survey in June 1991..
 HX0744
 HX0744.The geoid height was determined by GEOID03.
 HX0744
 HX0744.The dynamic height is computed by dividing the NAVD 88
 HX0744.geopotential number by the normal gravity value computed on the
 HX0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0744.degrees latitude (g = 980.6199 gals.).
 HX0744
 HX0744.The modeled gravity was interpolated from observed gravity values.
 HX0744
 HX0744;                    North         East    Units  Estimated Accuracy
 HX0744;SPC WV S     -   153,750.      644,920.      MT  (+/- 180 meters Scaled)
 HX0744
 HX0744                          SUPERSEDED SURVEY CONTROL
 HX0744
 HX0744  NGVD 29 (??/??/92)  675.914  (m)         2217.56   (f) ADJ UNCH    2 0
 HX0744
 HX0744.Superseded values are not recommended for survey control.
 HX0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0744.See file dsdata.txt to determine how the superseded data were derived.
 HX0744
 HX0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC449485(NAD 83)
 HX0744_MARKER: DD = SURVEY DISK
 HX0744_SETTING: 66 = SET IN ROCK OUTCROP
 HX0744_SP_SET: PROJECTING ROCK
 HX0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0744+STABILITY: POSITION/ELEVATION WELL
 HX0744
 HX0744  HISTORY     - Date     Condition        Report By
 HX0744  HISTORY     - UNK      MONUMENTED       USGS
 HX0744  HISTORY     - 1962     GOOD             NGS
 HX0744  HISTORY     - 1965     GOOD             NGS
 HX0744
 HX0744                          STATION DESCRIPTION
 HX0744
 HX0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0744'1.4 MI NW FROM DYER.
 HX0744'1.45 MILES NORTHWEST ALONG WILLIAMS RIVER ROAD FROM THE METHODIST
 HX0744'CHURCH AT DYER, ABOUT 50 YARDS WEST OF THE ROAD, IN THE SOUTHWEST
 HX0744'CORNER OF A Y JUNCTION FORMED BY ROADS LEADING NORTH AND
 HX0744'NORTHWEST, SET IN THE TOP OF THE SOUTH END OF A ROCK ABOUT 8-FOOT
 HX0744'LONG BY 6-FOOT WIDE PROJECTING 4 FEET, 28 FEET WEST OF THE CENTER
 HX0744'LINE OF THE JUNCTION, 1 1/2 FEET NORTH OF THE SOUTH END OF THE
 HX0744'ROCK, ABOUT LEVEL WITH THE DIRT ROAD NORTH AND SOUTH, AND
 HX0744'ABOUT 30 FEET BELOW THE LEVEL OF THE DIRT ROAD NORTHWEST
 HX0744'AND SOUTHEAST.  NOTE-- THE DISK HAS BEEN BATTERED SO THAT THE
 HX0744'STAMPING CAN NOT BE MADE OUT, THE ROD WAS HELD ON THE HIGHEST
 HX0744'POINT OF THE DISK WHICH WAS GE OF THE WORD GEOLOGICAL.
 HX0744
 HX0744                          STATION RECOVERY (1965)
 HX0744
 HX0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HX0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1991 ***********************************************************************
 HW1991  DESIGNATION -  2228
 HW1991  PID         -  HW1991
 HW1991  STATE/COUNTY-  WV/RANDOLPH
 HW1991  USGS QUAD   -  DURBIN (1995)
 HW1991
 HW1991                         *CURRENT SURVEY CONTROL
 HW1991  ___________________________________________________________________
 HW1991* NAD 83(1986)-  38 36 59.     (N)    079 52 11.     (W)     SCALED    
 HW1991* NAVD 88     -      1084.165  (meters)    3556.96   (feet)  ADJUSTED  
 HW1991  ___________________________________________________________________
 HW1991  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HW1991  DYNAMIC HT  -        1083.270 (meters)    3554.03  (feet)  COMP
 HW1991  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 HW1991
 HW1991  VERT ORDER  -  SECOND    CLASS 0
 HW1991
 HW1991.The horizontal coordinates were scaled from a topographic map and have
 HW1991.an estimated accuracy of +/- 6 seconds.
 HW1991
 HW1991.The orthometric height was determined by differential leveling
 HW1991.and adjusted by the National Geodetic Survey in June 1991..
 HW1991
 HW1991.The geoid height was determined by GEOID03.
 HW1991
 HW1991.The dynamic height is computed by dividing the NAVD 88
 HW1991.geopotential number by the normal gravity value computed on the
 HW1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1991.degrees latitude (g = 980.6199 gals.).
 HW1991
 HW1991.The modeled gravity was interpolated from observed gravity values.
 HW1991
 HW1991;                    North         East    Units  Estimated Accuracy
 HW1991;SPC WV S     -   180,000.      698,430.      MT  (+/- 180 meters Scaled)
 HW1991
 HW1991                          SUPERSEDED SURVEY CONTROL
 HW1991
 HW1991  NGVD 29 (??/??/92) 1084.23   (m)         3557.2    (f) COMPUTED    2 0
 HW1991
 HW1991.Superseded values are not recommended for survey control.
 HW1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1991.See file dsdata.txt to determine how the superseded data were derived.
 HW1991
 HW1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC984748(NAD 83)
 HW1991_MARKER: DD = SURVEY DISK
 HW1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1991_STAMPING: 2228 1934
 HW1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1991+STABILITY: SURFACE MOTION
 HW1991
 HW1991  HISTORY     - Date     Condition        Report By
 HW1991  HISTORY     - 1934     MONUMENTED       USFS
 HW1991  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1991
 HW1991                          STATION DESCRIPTION
 HW1991
 HW1991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1991'0.4 MI SE FROM CHEAT BRIDGE.
 HW1991'0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE P.O. AT CHEAT
 HW1991'BRIDGE, AT THE CROSSING OF THE WESTERN MARYLAND RAILWAY, AT THE
 HW1991'EAST SIDE OF THE SHAVER FORK OF CHEAT RIVER, 30 FEET SOUTH OF
 HW1991'THE CENTERLINE OF THE HIGHWAY AND 8 FEET EAST OF THE TRACK,
 HW1991'A U.S. FOREST SERVICE DISK STAMPED 2228 1934 AND SET IN THE
 HW1991'TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK IS ALSO DESCRIBED
 HW1991'AS BEING 0.3 MILE NORTH OF THE POST OFFICE.  ANY ONE RECOVERING
 HW1991'AND IDENTIFYING THIS BENCH MARK WILL CONFER A FAVOR BY SUBMITTING
 HW1991'THE CORRECT INFORMATION TO THE DIRECTOR, U.S. COSTAL AND
 HW1991'GEODETIC SURVEY, WASHINGTON, D.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1779 ***********************************************************************
 HW1779  DESIGNATION -  2248.3
 HW1779  PID         -  HW1779
 HW1779  STATE/COUNTY-  WV/POCAHONTAS
 HW1779  USGS QUAD   -  CLOVER LICK (1995)
 HW1779
 HW1779                         *CURRENT SURVEY CONTROL
 HW1779  ___________________________________________________________________
 HW1779* NAD 83(1986)-  38 18 27.     (N)    079 58 58.     (W)     SCALED    
 HW1779* NAVD 88     -       685.480  (meters)    2248.95   (feet)  ADJUSTED  
 HW1779  ___________________________________________________________________
 HW1779  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HW1779  DYNAMIC HT  -         684.926 (meters)    2247.13  (feet)  COMP
 HW1779  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 HW1779
 HW1779  VERT ORDER  -  FIRST     CLASS II
 HW1779
 HW1779.The horizontal coordinates were scaled from a topographic map and have
 HW1779.an estimated accuracy of +/- 6 seconds.
 HW1779
 HW1779.The orthometric height was determined by differential leveling
 HW1779.and adjusted by the National Geodetic Survey in June 1991..
 HW1779
 HW1779.The geoid height was determined by GEOID03.
 HW1779
 HW1779.The dynamic height is computed by dividing the NAVD 88
 HW1779.geopotential number by the normal gravity value computed on the
 HW1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1779.degrees latitude (g = 980.6199 gals.).
 HW1779
 HW1779.The modeled gravity was interpolated from observed gravity values.
 HW1779
 HW1779;                    North         East    Units  Estimated Accuracy
 HW1779;SPC WV S     -   145,610.      688,960.      MT  (+/- 180 meters Scaled)
 HW1779
 HW1779                          SUPERSEDED SURVEY CONTROL
 HW1779
 HW1779  NGVD 29 (??/??/92)  685.549  (m)         2249.17   (f) ADJ UNCH    1 2
 HW1779
 HW1779.Superseded values are not recommended for survey control.
 HW1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1779.See file dsdata.txt to determine how the superseded data were derived.
 HW1779
 HW1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC889404(NAD 83)
 HW1779_MARKER: Q = CHISELED SQUARE
 HW1779_SETTING: 80 = SET IN A BOULDER
 HW1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1779+STABILITY: SURFACE MOTION
 HW1779
 HW1779  HISTORY     - Date     Condition        Report By
 HW1779  HISTORY     - UNK      MONUMENTED       USGS
 HW1779  HISTORY     - 1933     GOOD             NGS
 HW1779
 HW1779                          STATION DESCRIPTION
 HW1779
 HW1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1779'4.1 MI SW FROM CLOVER LICK.
 HW1779'4.1 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HW1779'CLOVER LICK, POCAHONTAS COUNTY, 0.15 MILE NORTH OF THE
 HW1779'STATION AT BIG RUN, 15 FEET NORTH OF MILEPOST 67, 200 FEET
 HW1779'SOUTH OF TRESTLE 670, 10 FEET EAST OF THE TRACK, AND ON THE
 HW1779'TOP OF A BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1018 ***********************************************************************
 HX1018  DESIGNATION -  2253
 HX1018  PID         -  HX1018
 HX1018  STATE/COUNTY-  WV/WEBSTER
 HX1018  USGS QUAD   -  COWEN (1995)
 HX1018
 HX1018                         *CURRENT SURVEY CONTROL
 HX1018  ___________________________________________________________________
 HX1018* NAD 83(1986)-  38 24 32.     (N)    080 33 19.     (W)     SCALED    
 HX1018* NAVD 88     -       687.062  (meters)    2254.14   (feet)  ADJUSTED  
 HX1018  ___________________________________________________________________
 HX1018  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 HX1018  DYNAMIC HT  -         686.539 (meters)    2252.42  (feet)  COMP
 HX1018  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 HX1018
 HX1018  VERT ORDER  -  SECOND    CLASS 0
 HX1018
 HX1018.The horizontal coordinates were scaled from a topographic map and have
 HX1018.an estimated accuracy of +/- 6 seconds.
 HX1018
 HX1018.The orthometric height was determined by differential leveling
 HX1018.and adjusted by the National Geodetic Survey in June 1991..
 HX1018
 HX1018.The geoid height was determined by GEOID03.
 HX1018
 HX1018.The dynamic height is computed by dividing the NAVD 88
 HX1018.geopotential number by the normal gravity value computed on the
 HX1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1018.degrees latitude (g = 980.6199 gals.).
 HX1018
 HX1018.The modeled gravity was interpolated from observed gravity values.
 HX1018
 HX1018;                    North         East    Units  Estimated Accuracy
 HX1018;SPC WV S     -   156,470.      638,840.      MT  (+/- 180 meters Scaled)
 HX1018
 HX1018                          SUPERSEDED SURVEY CONTROL
 HX1018
 HX1018  NGVD 29 (??/??/92)  687.217  (m)         2254.64   (f) ADJ UNCH    2 0
 HX1018
 HX1018.Superseded values are not recommended for survey control.
 HX1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1018.See file dsdata.txt to determine how the superseded data were derived.
 HX1018
 HX1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC388512(NAD 83)
 HX1018_MARKER: DB = BENCH MARK DISK
 HX1018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1018_SP_SET: STEP
 HX1018_STAMPING: 2253
 HX1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1018
 HX1018  HISTORY     - Date     Condition        Report By
 HX1018  HISTORY     - UNK      MONUMENTED       USGS
 HX1018  HISTORY     - 1962     POOR             NGS
 HX1018
 HX1018                          STATION DESCRIPTION
 HX1018
 HX1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1018'AT COWEN.
 HX1018'AT COWEN, ABOUT 100 YARDS SOUTHEAST ALONG STATE HIGHWAY 20 FROM
 HX1018'THE BALTIMORE AND OHIO RAILROAD STATION, 17 FEET NORTHEAST OF
 HX1018'NORTHEAST CURB LINE OF HIGHWAY, 3 FEET ABOVE LEVEL OF HIGHWAY,
 HX1018'AND SET ON TOP OF NORTHWEST END OF BOTTOM ONE OF SEVEN STEPS
 HX1018'LEADING TO SOUTHWEST (FRONT) ENTRANCE TO FIRST BAPTIST CHURCH.
 HX1018'NOTE-- THIS MARK SHOULD BE USED WITH CAUTION AS IT IS SET IN
 HX1018'POOR STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0373 ***********************************************************************
 JW0373  DESIGNATION -  2271
 JW0373  PID         -  JW0373
 JW0373  STATE/COUNTY-  WV/HARDY
 JW0373  USGS QUAD   -  NEEDMORE (1970)
 JW0373
 JW0373                         *CURRENT SURVEY CONTROL
 JW0373  ___________________________________________________________________
 JW0373* NAD 83(1986)-  39 05 35.     (N)    078 49 21.     (W)     SCALED    
 JW0373* NAVD 88     -       692.250  (meters)    2271.16   (feet)  ADJUSTED  
 JW0373  ___________________________________________________________________
 JW0373  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JW0373  DYNAMIC HT  -         691.803 (meters)    2269.69  (feet)  COMP
 JW0373  MODELED GRAV-     979,956.9   (mgal)                       NAVD 88
 JW0373
 JW0373  VERT ORDER  -  SECOND    CLASS 0
 JW0373
 JW0373.The horizontal coordinates were scaled from a topographic map and have
 JW0373.an estimated accuracy of +/- 6 seconds.
 JW0373
 JW0373.The orthometric height was determined by differential leveling
 JW0373.and adjusted by the National Geodetic Survey in June 1991..
 JW0373
 JW0373.The geoid height was determined by GEOID03.
 JW0373
 JW0373.The dynamic height is computed by dividing the NAVD 88
 JW0373.geopotential number by the normal gravity value computed on the
 JW0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0373.degrees latitude (g = 980.6199 gals.).
 JW0373
 JW0373.The modeled gravity was interpolated from observed gravity values.
 JW0373
 JW0373;                    North         East    Units  Estimated Accuracy
 JW0373;SPC WV N     -    66,060.      658,610.      MT  (+/- 180 meters Scaled)
 JW0373
 JW0373                          SUPERSEDED SURVEY CONTROL
 JW0373
 JW0373  NGVD 29 (??/??/92)  692.411  (m)         2271.69   (f) ADJ UNCH    2 0
 JW0373
 JW0373.Superseded values are not recommended for survey control.
 JW0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0373.See file dsdata.txt to determine how the superseded data were derived.
 JW0373
 JW0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD883293(NAD 83)
 JW0373_MARKER: DD = SURVEY DISK
 JW0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0373_SP_SET: BUILDING
 JW0373_STAMPING: W VA 1920
 JW0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0373
 JW0373  HISTORY     - Date     Condition        Report By
 JW0373  HISTORY     - 1920     MONUMENTED       USGS
 JW0373  HISTORY     - 1962     GOOD             NGS
 JW0373
 JW0373                          STATION DESCRIPTION
 JW0373
 JW0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JW0373'7.4 MI NW FROM BAKER.
 JW0373'7.4 MILES NORTHWEST ALONG FORMER STATE HIGHWAY 23 FROM THE BAKER
 JW0373'RUN BRIDGE AT BAKER, HARDY COUNTY, 1.2 MILES SOUTH OF FABIUS, NEAR
 JW0373'THE TOP OF A HILL, AT THE R. BRILL HOUSE, AND IN THE FACE OF THE
 JW0373'STONE CHIMNEY ON THE EAST SIDE OF THE HOUSE.  A UNITED STATES
 JW0373'GEOLOGICAL SURVEY STANDARD DISK, STAMPED W. VA. 1920 AND SET
 JW0373'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0136 ***********************************************************************
 JX0136  DESIGNATION -  23
 JX0136  PID         -  JX0136
 JX0136  STATE/COUNTY-  WV/HARRISON
 JX0136  USGS QUAD   -  ROSEMONT (1976)
 JX0136
 JX0136                         *CURRENT SURVEY CONTROL
 JX0136  ___________________________________________________________________
 JX0136* NAD 83(1986)-  39 16 23.     (N)    080 12 55.     (W)     SCALED    
 JX0136* NAVD 88     -       312.274  (meters)    1024.52   (feet)  ADJUSTED  
 JX0136  ___________________________________________________________________
 JX0136  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JX0136  DYNAMIC HT  -         312.079 (meters)    1023.88  (feet)  COMP
 JX0136  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JX0136
 JX0136  VERT ORDER  -  SECOND    CLASS 0
 JX0136
 JX0136.The horizontal coordinates were scaled from a topographic map and have
 JX0136.an estimated accuracy of +/- 6 seconds.
 JX0136
 JX0136.The orthometric height was determined by differential leveling
 JX0136.and adjusted by the National Geodetic Survey in June 1991..
 JX0136
 JX0136.The geoid height was determined by GEOID03.
 JX0136
 JX0136.The dynamic height is computed by dividing the NAVD 88
 JX0136.geopotential number by the normal gravity value computed on the
 JX0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0136.degrees latitude (g = 980.6199 gals.).
 JX0136
 JX0136.The modeled gravity was interpolated from observed gravity values.
 JX0136
 JX0136;                    North         East    Units  Estimated Accuracy
 JX0136;SPC WV N     -    86,070.      538,280.      MT  (+/- 180 meters Scaled)
 JX0136
 JX0136                          SUPERSEDED SURVEY CONTROL
 JX0136
 JX0136  NGVD 29 (??/??/92)  312.461  (m)         1025.13   (f) ADJ UNCH    2 0
 JX0136
 JX0136.Superseded values are not recommended for survey control.
 JX0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0136.See file dsdata.txt to determine how the superseded data were derived.
 JX0136
 JX0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND676473(NAD 83)
 JX0136_MARKER: Q = CHISELED SQUARE
 JX0136_SETTING: 66 = SET IN ROCK OUTCROP
 JX0136_SP_SET: OUTCROP
 JX0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0136+STABILITY: POSITION/ELEVATION WELL
 JX0136
 JX0136  HISTORY     - Date     Condition        Report By
 JX0136  HISTORY     - UNK      MONUMENTED       WVHD
 JX0136  HISTORY     - 1933     GOOD             NGS
 JX0136  HISTORY     - 1943     MARK NOT FOUND   NGS
 JX0136
 JX0136                          STATION DESCRIPTION
 JX0136
 JX0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JX0136'2.6 MI E FROM BRIDGEPORT.
 JX0136'2.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0136'STATION AT BRIDGEPORT, HARRISON COUNTY, 100 FEET SOUTHEAST OF POLE
 JX0136'294+40, 75 FEET SOUTHEAST OF A DIRT-ROAD CROSISNG, 4 YARDS
 JX0136'NORTHEAST OF THE CENTERLINE OF THE TRACK, ON THE TOP OF THE
 JX0136'SOUTHWEST EDGE OF A ROCK OUTCROP, AND 2 FEET HIGHER THAN THE
 JX0136'TRACK.  A CHISELED SQUARE.
 JX0136
 JX0136                          STATION RECOVERY (1943)
 JX0136
 JX0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 JX0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0511 ***********************************************************************
 HX0511  DESIGNATION -  23
 HX0511  PID         -  HX0511
 HX0511  STATE/COUNTY-  WV/WEBSTER
 HX0511  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0511
 HX0511                         *CURRENT SURVEY CONTROL
 HX0511  ___________________________________________________________________
 HX0511* NAD 83(1986)-  38 26 43.     (N)    080 26 07.     (W)     SCALED    
 HX0511* NAVD 88     -       692.655  (meters)    2272.49   (feet)  ADJUSTED  
 HX0511  ___________________________________________________________________
 HX0511  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX0511  DYNAMIC HT  -         692.122 (meters)    2270.74  (feet)  COMP
 HX0511  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 HX0511
 HX0511  VERT ORDER  -  SECOND    CLASS 0
 HX0511
 HX0511.The horizontal coordinates were scaled from a topographic map and have
 HX0511.an estimated accuracy of +/- 6 seconds.
 HX0511
 HX0511.The orthometric height was determined by differential leveling
 HX0511.and adjusted by the National Geodetic Survey in June 1991..
 HX0511
 HX0511.The geoid height was determined by GEOID03.
 HX0511
 HX0511.The dynamic height is computed by dividing the NAVD 88
 HX0511.geopotential number by the normal gravity value computed on the
 HX0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0511.degrees latitude (g = 980.6199 gals.).
 HX0511
 HX0511.The modeled gravity was interpolated from observed gravity values.
 HX0511
 HX0511;                    North         East    Units  Estimated Accuracy
 HX0511;SPC WV S     -   160,560.      649,300.      MT  (+/- 180 meters Scaled)
 HX0511
 HX0511                          SUPERSEDED SURVEY CONTROL
 HX0511
 HX0511  NGVD 29 (??/??/92)  692.784  (m)         2272.91   (f) ADJ UNCH    2 0
 HX0511
 HX0511.Superseded values are not recommended for survey control.
 HX0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0511.See file dsdata.txt to determine how the superseded data were derived.
 HX0511
 HX0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC492553(NAD 83)
 HX0511_MARKER: Q = CHISELED SQUARE
 HX0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0511_SP_SET: BRIDGE
 HX0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0511
 HX0511  HISTORY     - Date     Condition        Report By
 HX0511  HISTORY     - UNK      MONUMENTED       WVHD
 HX0511  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0511
 HX0511                          STATION DESCRIPTION
 HX0511
 HX0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0511'0.8 MI NE FROM BOLAIR.
 HX0511'0.8 MILE NORTHEAST ALONG STATE HIGHWAY 15 FROM BOLAIR, WEBSTER
 HX0511'COUNTY, 5 MILES SOUTHWEST OF WEBSTER SPRINGS, AT A CONCRETE
 HX0511'BRIDGE OVER SAND RUN, ON THE TOP OF THE NORTHEAST WING WALL, 5
 HX0511'YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL
 HX0511'WITH THE HIGHWAY.  NOTE-- BRIDGE MENTIONED IN DESCRIPTION HAS
 HX0511'BEEN WIDENED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2801 ***********************************************************************
 HX2801  DESIGNATION -  2302=H 1 USGS
 HX2801  PID         -  HX2801
 HX2801  STATE/COUNTY-  WV/POCAHONTAS
 HX2801  USGS QUAD   -  HILLSBORO (1995)
 HX2801
 HX2801                         *CURRENT SURVEY CONTROL
 HX2801  ___________________________________________________________________
 HX2801* NAD 83(1986)-  38 08 08.     (N)    080 12 46.     (W)     SCALED    
 HX2801* NAVD 88     -       701.948  (meters)    2302.97   (feet)  ADJUSTED  
 HX2801  ___________________________________________________________________
 HX2801  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX2801  DYNAMIC HT  -         701.367 (meters)    2301.07  (feet)  COMP
 HX2801  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 HX2801
 HX2801  VERT ORDER  -  FIRST     CLASS II
 HX2801
 HX2801.The horizontal coordinates were scaled from a topographic map and have
 HX2801.an estimated accuracy of +/- 6 seconds.
 HX2801
 HX2801.The orthometric height was determined by differential leveling
 HX2801.and adjusted by the National Geodetic Survey in June 1991..
 HX2801
 HX2801.The geoid height was determined by GEOID03.
 HX2801
 HX2801.The dynamic height is computed by dividing the NAVD 88
 HX2801.geopotential number by the normal gravity value computed on the
 HX2801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2801.degrees latitude (g = 980.6199 gals.).
 HX2801
 HX2801.The modeled gravity was interpolated from observed gravity values.
 HX2801
 HX2801;                    North         East    Units  Estimated Accuracy
 HX2801;SPC WV S     -   126,330.      669,010.      MT  (+/- 180 meters Scaled)
 HX2801
 HX2801                          SUPERSEDED SURVEY CONTROL
 HX2801
 HX2801.No superseded survey control is available for this station.
 HX2801
 HX2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC689211(NAD 83)
 HX2801_MARKER: DB = BENCH MARK DISK
 HX2801_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HX2801_SP_SET: SIDEWALK
 HX2801_STAMPING: H 1 WVA 2302 1921
 HX2801_MARK LOGO: USGS  
 HX2801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2801
 HX2801  HISTORY     - Date     Condition        Report By
 HX2801  HISTORY     - 1921     MONUMENTED       USGS
 HX2801  HISTORY     - 1983     GOOD             NGS
 HX2801
 HX2801                          STATION DESCRIPTION
 HX2801
 HX2801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2801'IN HILLSBORO.
 HX2801'IN HILLSBORO, ALONG U.S. HIGHWAY 219, IN TOP OF THE SIDEWALK LEADING
 HX2801'TO THE OAK GROVE PRESBYTERIAN CHURCH, 16.76 METERS (55.0 FT) NORTHWEST
 HX2801'OF THE CENTERLINE OF THE HIGHWAY, 1.58 METERS (5.2 FT) SOUTHEAST OF
 HX2801'THE SOUTHEAST EDGE OF THE BOTTOM STEP TO THE MAIN ENTRANCE TO THE
 HX2801'CHURCH, 0.09 METER (0.3 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE
 HX2801'SIDEWALK.
 HX2801'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0429 ***********************************************************************
 HX0429  DESIGNATION -  2308
 HX0429  PID         -  HX0429
 HX0429  STATE/COUNTY-  WV/RANDOLPH
 HX0429  USGS QUAD   -  PICKENS (1977)
 HX0429
 HX0429                         *CURRENT SURVEY CONTROL
 HX0429  ___________________________________________________________________
 HX0429* NAD 83(1986)-  38 42 49.     (N)    080 07 58.     (W)     SCALED    
 HX0429* NAVD 88     -       703.488  (meters)    2308.03   (feet)  ADJUSTED  
 HX0429  ___________________________________________________________________
 HX0429  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX0429  DYNAMIC HT  -         702.959 (meters)    2306.29  (feet)  COMP
 HX0429  MODELED GRAV-     979,853.2   (mgal)                       NAVD 88
 HX0429
 HX0429  VERT ORDER  -  SECOND    CLASS 0
 HX0429
 HX0429.The horizontal coordinates were scaled from a topographic map and have
 HX0429.an estimated accuracy of +/- 6 seconds.
 HX0429
 HX0429.The orthometric height was determined by differential leveling
 HX0429.and adjusted by the National Geodetic Survey in June 1991..
 HX0429
 HX0429.The geoid height was determined by GEOID03.
 HX0429
 HX0429.The dynamic height is computed by dividing the NAVD 88
 HX0429.geopotential number by the normal gravity value computed on the
 HX0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0429.degrees latitude (g = 980.6199 gals.).
 HX0429
 HX0429.The modeled gravity was interpolated from observed gravity values.
 HX0429
 HX0429;                    North         East    Units  Estimated Accuracy
 HX0429;SPC WV S     -   190,550.      675,420.      MT  (+/- 180 meters Scaled)
 HX0429
 HX0429                          SUPERSEDED SURVEY CONTROL
 HX0429
 HX0429  NGVD 29 (??/??/92)  703.638  (m)         2308.52   (f) ADJ UNCH    2 0
 HX0429
 HX0429.Superseded values are not recommended for survey control.
 HX0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0429.See file dsdata.txt to determine how the superseded data were derived.
 HX0429
 HX0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC753853(NAD 83)
 HX0429_MARKER: DD = SURVEY DISK
 HX0429_SETTING: 80 = SET IN A BOULDER
 HX0429_SP_SET: BOULDER
 HX0429_STAMPING: 2308 B 9 1912
 HX0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0429+STABILITY: SURFACE MOTION
 HX0429
 HX0429  HISTORY     - Date     Condition        Report By
 HX0429  HISTORY     - 1912     MONUMENTED       USGS
 HX0429  HISTORY     - 1962     GOOD             NGS
 HX0429
 HX0429                          STATION DESCRIPTION
 HX0429
 HX0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0429'6.3 MI SW FROM ADOLPH.
 HX0429'ABOUT 6.2 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0429'SCHOOL AT ADOLPH, THENCE ABOUT 0.1 MILE SOUTH ALONG A RAILROAD
 HX0429'TRACK LEADING TO A COAL TIPPLE, SET AT ABOUT A 30 DEG ANGLE ON TOP
 HX0429'OF A LARGE EMBEDDED BOULDER THAT IS ABOUT 37-FOOT LONG AND ABOUT
 HX0429'15-FOOT HIGH, 72 FEET WEST AND ACROSS THE TRACK FROM THE CENTER
 HX0429'LINE OF A DIRT DRIVE, 8 1/2 FEET WEST OF THE WEST RAIL OF THE
 HX0429'TRACK, 75 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A COAL
 HX0429'TIPPLE, 6 FEET NORTH OF THE SOUTH END OF THE BOULDER, 2 1/2 FEET
 HX0429'ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1911 ***********************************************************************
 HW1911  DESIGNATION -  2311
 HW1911  PID         -  HW1911
 HW1911  STATE/COUNTY-  WV/RANDOLPH
 HW1911  USGS QUAD   -  BOWDEN (1995)
 HW1911
 HW1911                         *CURRENT SURVEY CONTROL
 HW1911  ___________________________________________________________________
 HW1911* NAD 83(1986)-  38 53 05.     (N)    079 42 37.     (W)     SCALED    
 HW1911* NAVD 88     -       704.761  (meters)    2312.20   (feet)  ADJUSTED  
 HW1911  ___________________________________________________________________
 HW1911  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HW1911  DYNAMIC HT  -         704.225 (meters)    2310.44  (feet)  COMP
 HW1911  MODELED GRAV-     979,844.4   (mgal)                       NAVD 88
 HW1911
 HW1911  VERT ORDER  -  FIRST     CLASS II
 HW1911
 HW1911.The horizontal coordinates were scaled from a topographic map and have
 HW1911.an estimated accuracy of +/- 6 seconds.
 HW1911
 HW1911.The orthometric height was determined by differential leveling
 HW1911.and adjusted by the National Geodetic Survey in June 1991..
 HW1911
 HW1911.The geoid height was determined by GEOID03.
 HW1911
 HW1911.The dynamic height is computed by dividing the NAVD 88
 HW1911.geopotential number by the normal gravity value computed on the
 HW1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1911.degrees latitude (g = 980.6199 gals.).
 HW1911
 HW1911.The modeled gravity was interpolated from observed gravity values.
 HW1911
 HW1911;                    North         East    Units  Estimated Accuracy
 HW1911;SPC WV S     -   209,970.      711,900.      MT  (+/- 180 meters Scaled)
 HW1911
 HW1911                          SUPERSEDED SURVEY CONTROL
 HW1911
 HW1911  NGVD 29 (??/??/92)  704.882  (m)         2312.60   (f) ADJ UNCH    1 2
 HW1911
 HW1911.Superseded values are not recommended for survey control.
 HW1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1911.See file dsdata.txt to determine how the superseded data were derived.
 HW1911
 HW1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD118047(NAD 83)
 HW1911_MARKER: DD = SURVEY DISK
 HW1911_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1911_SP_SET: CULVERT
 HW1911_STAMPING: 2311 W VA 1921 H
 HW1911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1911
 HW1911  HISTORY     - Date     Condition        Report By
 HW1911  HISTORY     - 1921     MONUMENTED       USGS
 HW1911  HISTORY     - 1933     GOOD             NGS
 HW1911  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1911  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1911
 HW1911                          STATION DESCRIPTION
 HW1911
 HW1911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1911'13.1 MI SE FROM ELKINS.
 HW1911'13.1 MILES SOUTHEAST ALONG THE WESTERN MARYLAND RAILWAY FROM
 HW1911'THE STATION AT ELKINS, RANDOLPH COUNTY, 30 FEET NORTH OF THE
 HW1911'STATION AT WEESE, AT A STONE CULVERT, IN THE TOP OF THE CENTER
 HW1911'STONE OF THE WEST COPING, 12 FEET WEST OF THE CENTERLINE OF THE
 HW1911'TRACK, AND ABOUT 6 INCHES LOWER THAN THE RAIL.  A UNITED STATES
 HW1911'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2311 W VA 1921 H.
 HW1911
 HW1911                          STATION RECOVERY (1983)
 HW1911
 HW1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1911'MARK NOT FOUND.
 HW1911
 HW1911                          STATION RECOVERY (1983)
 HW1911
 HW1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1813 ***********************************************************************
 HW1813  DESIGNATION -  2312
 HW1813  PID         -  HW1813
 HW1813  STATE/COUNTY-  WV/POCAHONTAS
 HW1813  USGS QUAD   -  MINNEHAHA SPRINGS (1995)
 HW1813
 HW1813                         *CURRENT SURVEY CONTROL
 HW1813  ___________________________________________________________________
 HW1813* NAD 83(1986)-  38 09 55.     (N)    079 59 09.     (W)     SCALED    
 HW1813* NAVD 88     -       704.889  (meters)    2312.62   (feet)  ADJUSTED  
 HW1813  ___________________________________________________________________
 HW1813  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HW1813  DYNAMIC HT  -         704.308 (meters)    2310.72  (feet)  COMP
 HW1813  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 HW1813
 HW1813  VERT ORDER  -  SECOND    CLASS 0
 HW1813
 HW1813.The horizontal coordinates were scaled from a topographic map and have
 HW1813.an estimated accuracy of +/- 6 seconds.
 HW1813
 HW1813.The orthometric height was determined by differential leveling
 HW1813.and adjusted by the National Geodetic Survey in June 1991..
 HW1813
 HW1813.The geoid height was determined by GEOID03.
 HW1813
 HW1813.The dynamic height is computed by dividing the NAVD 88
 HW1813.geopotential number by the normal gravity value computed on the
 HW1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1813.degrees latitude (g = 980.6199 gals.).
 HW1813
 HW1813.The modeled gravity was interpolated from observed gravity values.
 HW1813
 HW1813;                    North         East    Units  Estimated Accuracy
 HW1813;SPC WV S     -   129,820.      688,870.      MT  (+/- 180 meters Scaled)
 HW1813
 HW1813                          SUPERSEDED SURVEY CONTROL
 HW1813
 HW1813  NGVD 29 (??/??/92)  704.959  (m)         2312.85   (f) ADJ UNCH    2 0
 HW1813
 HW1813.Superseded values are not recommended for survey control.
 HW1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1813.See file dsdata.txt to determine how the superseded data were derived.
 HW1813
 HW1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC888246(NAD 83)
 HW1813_MARKER: DD = SURVEY DISK
 HW1813_SETTING: 66 = SET IN ROCK OUTCROP
 HW1813_SP_SET: ROCK OUTCROP
 HW1813_STAMPING: 2312
 HW1813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1813+STABILITY: POSITION/ELEVATION WELL
 HW1813
 HW1813  HISTORY     - Date     Condition        Report By
 HW1813  HISTORY     - UNK      MONUMENTED       USGS
 HW1813  HISTORY     - 1934     GOOD             NGS
 HW1813
 HW1813                          STATION DESCRIPTION
 HW1813
 HW1813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1813'0.3 MI W FROM MINNEHAHA SPRINGS.
 HW1813'0.3 MILE WEST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE AT
 HW1813'MINNEHAHA SPRINGS, POCAHONTAS COUNTY, 110 YARDS SOUTH OF THE
 HW1813'JUNCTION WITH STATE HIGHWAY 28, 27 FEET SOUTHWEST OF THE
 HW1813'SOUTHWEST CORNER OF THE STEEL BRIDGE OVER KNAPPS CREEK, 27 FEET
 HW1813'WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 HW1813'SMALL FLAT OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HW1813'DISK, STAMPED 2312.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2164 ***********************************************************************
 HW2164  DESIGNATION -  2316.6
 HW2164  PID         -  HW2164
 HW2164  STATE/COUNTY-  WV/POCAHONTAS
 HW2164  USGS QUAD   -  CLOVER LICK (1995)
 HW2164
 HW2164                         *CURRENT SURVEY CONTROL
 HW2164  ___________________________________________________________________
 HW2164* NAD 83(1986)-  38 21 13.     (N)    079 57 23.     (W)     SCALED    
 HW2164* NAVD 88     -       706.311  (meters)    2317.29   (feet)  ADJUSTED  
 HW2164  ___________________________________________________________________
 HW2164  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HW2164  DYNAMIC HT  -         705.744 (meters)    2315.43  (feet)  COMP
 HW2164  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 HW2164
 HW2164  VERT ORDER  -  FIRST     CLASS II
 HW2164
 HW2164.The horizontal coordinates were scaled from a topographic map and have
 HW2164.an estimated accuracy of +/- 6 seconds.
 HW2164
 HW2164.The orthometric height was determined by differential leveling
 HW2164.and adjusted by the National Geodetic Survey in June 1991..
 HW2164
 HW2164.The geoid height was determined by GEOID03.
 HW2164
 HW2164.The dynamic height is computed by dividing the NAVD 88
 HW2164.geopotential number by the normal gravity value computed on the
 HW2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2164.degrees latitude (g = 980.6199 gals.).
 HW2164
 HW2164.The modeled gravity was interpolated from observed gravity values.
 HW2164
 HW2164;                    North         East    Units  Estimated Accuracy
 HW2164;SPC WV S     -   150,750.      691,210.      MT  (+/- 180 meters Scaled)
 HW2164
 HW2164                          SUPERSEDED SURVEY CONTROL
 HW2164
 HW2164  NGVD 29 (??/??/92)  706.383  (m)         2317.52   (f) ADJ UNCH    1 2
 HW2164
 HW2164.Superseded values are not recommended for survey control.
 HW2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2164.See file dsdata.txt to determine how the superseded data were derived.
 HW2164
 HW2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC911455(NAD 83)
 HW2164_MARKER: Q = CHISELED SQUARE
 HW2164_SETTING: 66 = SET IN ROCK OUTCROP
 HW2164_SP_SET: ROCK OUTCROP
 HW2164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2164+STABILITY: POSITION/ELEVATION WELL
 HW2164
 HW2164  HISTORY     - Date     Condition        Report By
 HW2164  HISTORY     - UNK      MONUMENTED       USGS
 HW2164  HISTORY     - 1935     GOOD             NGS
 HW2164
 HW2164                          STATION DESCRIPTION
 HW2164
 HW2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW2164'0.9 MI S FROM STONY BOTTOM.
 HW2164'0.9 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HW2164'STATION AT STONY BOTTOM, POCAHONTAS COUNTY, 1 RAIL SOUTH OF
 HW2164'A SMALL BROOK, 3 YARDS WEST OF THE CENTERLINE OF THE TRACK,
 HW2164'ON THE TOP OF A ROCK OUTCROP, AND ABOUT LEVEL WITH THE TRACK.
 HW2164'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0420 ***********************************************************************
 HX0420  DESIGNATION -  2322
 HX0420  PID         -  HX0420
 HX0420  STATE/COUNTY-  WV/RANDOLPH
 HX0420  USGS QUAD   -  ADOLPH (1995)
 HX0420
 HX0420                         *CURRENT SURVEY CONTROL
 HX0420  ___________________________________________________________________
 HX0420* NAD 83(1986)-  38 44 37.     (N)    080 02 47.     (W)     SCALED    
 HX0420* NAVD 88     -       707.503  (meters)    2321.20   (feet)  ADJUSTED  
 HX0420  ___________________________________________________________________
 HX0420  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HX0420  DYNAMIC HT  -         706.971 (meters)    2319.45  (feet)  COMP
 HX0420  MODELED GRAV-     979,852.6   (mgal)                       NAVD 88
 HX0420
 HX0420  VERT ORDER  -  SECOND    CLASS 0
 HX0420
 HX0420.The horizontal coordinates were scaled from a topographic map and have
 HX0420.an estimated accuracy of +/- 6 seconds.
 HX0420
 HX0420.The orthometric height was determined by differential leveling
 HX0420.and adjusted by the National Geodetic Survey in June 1991..
 HX0420
 HX0420.The geoid height was determined by GEOID03.
 HX0420
 HX0420.The dynamic height is computed by dividing the NAVD 88
 HX0420.geopotential number by the normal gravity value computed on the
 HX0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0420.degrees latitude (g = 980.6199 gals.).
 HX0420
 HX0420.The modeled gravity was interpolated from observed gravity values.
 HX0420
 HX0420;                    North         East    Units  Estimated Accuracy
 HX0420;SPC WV S     -   193,950.      682,900.      MT  (+/- 180 meters Scaled)
 HX0420
 HX0420                          SUPERSEDED SURVEY CONTROL
 HX0420
 HX0420  NGVD 29 (??/??/92)  707.646  (m)         2321.67   (f) ADJ UNCH    2 0
 HX0420
 HX0420.Superseded values are not recommended for survey control.
 HX0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0420.See file dsdata.txt to determine how the superseded data were derived.
 HX0420
 HX0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC828887(NAD 83)
 HX0420_MARKER: DD = SURVEY DISK
 HX0420_SETTING: 80 = SET IN A BOULDER
 HX0420_SP_SET: BOULDER
 HX0420_STAMPING: 2322 B 7 1912
 HX0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0420+STABILITY: SURFACE MOTION
 HX0420
 HX0420  HISTORY     - Date     Condition        Report By
 HX0420  HISTORY     - 1912     MONUMENTED       USGS
 HX0420  HISTORY     - 1962     GOOD             NGS
 HX0420
 HX0420                          STATION DESCRIPTION
 HX0420
 HX0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0420'AT ADOLPH.
 HX0420'ABOUT 0.05 MILES WEST ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0420'AT ADOLPH, THENCE 0.15 MILE SOUTH ALONG A GRAVEL STREET, 0.05
 HX0420'MILE SOUTHWEST OF THE PLEASANT CHAPEL METHODIST CHURCH, SET ON
 HX0420'TOP OF A ROCK BOULDER THAT IS ABOUT 3-BY 5-FOOT LONG AND EMBEDDED
 HX0420'IN THE GROUND, 13 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 HX0420'1/2 FOOT WEST OF THE EAST EDGE OF THE ROCK, 46 FEET SOUTH OF
 HX0420'THE CENTER LINE OF A PRIVATE DRIVE EAST, AND ABOUT 1 FOOT ABOVE
 HX0420'THE LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK IS IN A POOR
 HX0420'STRUCTURE USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1415 ***********************************************************************
 GX1415  DESIGNATION -  2331
 GX1415  PID         -  GX1415
 GX1415  STATE/COUNTY-  WV/MERCER
 GX1415  USGS QUAD   -  BLUEFIELD (1979)
 GX1415
 GX1415                         *CURRENT SURVEY CONTROL
 GX1415  ___________________________________________________________________
 GX1415* NAD 83(1986)-  37 17 04.     (N)    081 10 06.     (W)     SCALED    
 GX1415* NAVD 88     -       710.413  (meters)    2330.75   (feet)  ADJUSTED  
 GX1415  ___________________________________________________________________
 GX1415  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GX1415  DYNAMIC HT  -         709.778 (meters)    2328.66  (feet)  COMP
 GX1415  MODELED GRAV-     979,713.8   (mgal)                       NAVD 88
 GX1415
 GX1415  VERT ORDER  -  FIRST     CLASS II
 GX1415
 GX1415.The horizontal coordinates were scaled from a topographic map and have
 GX1415.an estimated accuracy of +/- 6 seconds.
 GX1415
 GX1415.The orthometric height was determined by differential leveling
 GX1415.and adjusted by the National Geodetic Survey in June 1991..
 GX1415
 GX1415.The geoid height was determined by GEOID03.
 GX1415
 GX1415.The dynamic height is computed by dividing the NAVD 88
 GX1415.geopotential number by the normal gravity value computed on the
 GX1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1415.degrees latitude (g = 980.6199 gals.).
 GX1415
 GX1415.The modeled gravity was interpolated from observed gravity values.
 GX1415
 GX1415;                    North         East    Units  Estimated Accuracy
 GX1415;SPC WV S     -    31,580.      585,070.      MT  (+/- 180 meters Scaled)
 GX1415
 GX1415                          SUPERSEDED SURVEY CONTROL
 GX1415
 GX1415  NGVD 29 (??/??/92)  710.51   (m)         2331.1    (f) COMPUTED    1 2
 GX1415
 GX1415.Superseded values are not recommended for survey control.
 GX1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1415.See file dsdata.txt to determine how the superseded data were derived.
 GX1415
 GX1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB850264(NAD 83)
 GX1415_MARKER: DD = SURVEY DISK
 GX1415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1415_SP_SET: BRIDGE
 GX1415_STAMPING: 2331
 GX1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1415
 GX1415  HISTORY     - Date     Condition        Report By
 GX1415  HISTORY     - UNK      MONUMENTED       USGS
 GX1415  HISTORY     - 1934     GOOD             NGS
 GX1415
 GX1415                          STATION DESCRIPTION
 GX1415
 GX1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GX1415'3.1 MI E FROM BLUEFIELD.
 GX1415'3.1 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1415'THE STATION AT BLUEFIELD, MERCER COUNTY, 2-1/4 RAILS EAST OF
 GX1415'MILEPOST 360, AT A SANDSTONE CULVERT UNDER THE TRACK, IN THE
 GX1415'TOP OF THE WEST END OF THE NORTH HEADWALL, 5.4 FEET NORTH OF THE
 GX1415'NORTH RAIL OF THE WESTBOUND TRACK, 3.2 FEET BELOW THE TOP RAIL,
 GX1415'AND ABOUT 15 INCHES UNDER GROUND.  A UNITED STATES GEOLOGICAL
 GX1415'SURVEY STANDARD DISK, STAMPED 2331.  1965 REPORTED -- A THOROUGH
 GX1415'SEARCH WAS MADE FOR THIS MARK BUT NOT RECOVERED ON THIS DATE,
 GX1415'BELIEVED TO HAVE BEEN COVERED OR DESTROYED BY CONSTRUCTION
 GX1415'WORK IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1307 ***********************************************************************
 GX1307  DESIGNATION -  2339
 GX1307  PID         -  GX1307
 GX1307  STATE/COUNTY-  WV/MERCER
 GX1307  USGS QUAD   -  BRAMWELL (1979)
 GX1307
 GX1307                         *CURRENT SURVEY CONTROL
 GX1307  ___________________________________________________________________
 GX1307* NAD 83(1986)-  37 20 38.     (N)    081 20 54.     (W)     SCALED    
 GX1307* NAVD 88     -       712.953  (meters)    2339.08   (feet)  ADJUSTED  
 GX1307  ___________________________________________________________________
 GX1307  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GX1307  DYNAMIC HT  -         712.314 (meters)    2336.98  (feet)  COMP
 GX1307  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 GX1307
 GX1307  VERT ORDER  -  SECOND    CLASS 0
 GX1307
 GX1307.The horizontal coordinates were scaled from a topographic map and have
 GX1307.an estimated accuracy of +/- 6 seconds.
 GX1307
 GX1307.The orthometric height was determined by differential leveling
 GX1307.and adjusted by the National Geodetic Survey in June 1991..
 GX1307
 GX1307.The geoid height was determined by GEOID03.
 GX1307
 GX1307.The dynamic height is computed by dividing the NAVD 88
 GX1307.geopotential number by the normal gravity value computed on the
 GX1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1307.degrees latitude (g = 980.6199 gals.).
 GX1307
 GX1307.The modeled gravity was interpolated from observed gravity values.
 GX1307
 GX1307;                    North         East    Units  Estimated Accuracy
 GX1307;SPC WV S     -    38,230.      569,130.      MT  (+/- 180 meters Scaled)
 GX1307
 GX1307                          SUPERSEDED SURVEY CONTROL
 GX1307
 GX1307  NGVD 29 (??/??/92)  713.051  (m)         2339.40   (f) ADJ UNCH    2 0
 GX1307
 GX1307.Superseded values are not recommended for survey control.
 GX1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1307.See file dsdata.txt to determine how the superseded data were derived.
 GX1307
 GX1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB691330(NAD 83)
 GX1307_MARKER: DD = SURVEY DISK
 GX1307_SETTING: 0 = UNSPECIFIED SETTING
 GX1307_STAMPING: 2339
 GX1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1307
 GX1307  HISTORY     - Date     Condition        Report By
 GX1307  HISTORY     - UNK      MONUMENTED       USGS
 GX1307  HISTORY     - 1935     GOOD             NGS
 GX1307
 GX1307                          STATION DESCRIPTION
 GX1307
 GX1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1307'AT COALDALE.
 GX1307'AT COALDALE, MERCER COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GX1307'BETWEEN A TUNNEL AND A TOWER, 28 YARDS SOUTHEAST OF THE TOWER,
 GX1307'IN THE FACE OF A ROCK CLIFF, 5 YARDS EAST OF THE EAST TRACK, AND
 GX1307'ABOUT 2 FEET ABOVE THE TOP OF THE RAIL.  A U.S. GEOLOGICAL SURVEY
 GX1307'STANDARD DISK, STAMPED 2339 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0765 ***********************************************************************
 JW0765  DESIGNATION -  2342
 JW0765  PID         -  JW0765
 JW0765  STATE/COUNTY-  WV/GRANT
 JW0765  USGS QUAD   -  GORMAN (1981)
 JW0765
 JW0765                         *CURRENT SURVEY CONTROL
 JW0765  ___________________________________________________________________
 JW0765* NAD 83(1986)-  39 16 29.     (N)    079 21 53.     (W)     SCALED    
 JW0765* NAVD 88     -       713.996  (meters)    2342.50   (feet)  ADJUSTED  
 JW0765  ___________________________________________________________________
 JW0765  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JW0765  DYNAMIC HT  -         713.488 (meters)    2340.84  (feet)  COMP
 JW0765  MODELED GRAV-     979,891.4   (mgal)                       NAVD 88
 JW0765
 JW0765  VERT ORDER  -  SECOND    CLASS 0
 JW0765
 JW0765.The horizontal coordinates were scaled from a topographic map and have
 JW0765.an estimated accuracy of +/- 6 seconds.
 JW0765
 JW0765.The orthometric height was determined by differential leveling
 JW0765.and adjusted by the National Geodetic Survey in June 1991..
 JW0765
 JW0765.The geoid height was determined by GEOID03.
 JW0765
 JW0765.The dynamic height is computed by dividing the NAVD 88
 JW0765.geopotential number by the normal gravity value computed on the
 JW0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0765.degrees latitude (g = 980.6199 gals.).
 JW0765
 JW0765.The modeled gravity was interpolated from observed gravity values.
 JW0765
 JW0765;                    North         East    Units  Estimated Accuracy
 JW0765;SPC WV N     -    86,020.      611,670.      MT  (+/- 180 meters Scaled)
 JW0765
 JW0765                          SUPERSEDED SURVEY CONTROL
 JW0765
 JW0765  NGVD 29 (??/??/92)  714.121  (m)         2342.91   (f) ADJ UNCH    2 0
 JW0765
 JW0765.Superseded values are not recommended for survey control.
 JW0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0765.See file dsdata.txt to determine how the superseded data were derived.
 JW0765
 JW0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD410485(NAD 83)
 JW0765_MARKER: DD = SURVEY DISK
 JW0765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0765_SP_SET: BRIDGE
 JW0765_STAMPING: 2342
 JW0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0765
 JW0765  HISTORY     - Date     Condition        Report By
 JW0765  HISTORY     - UNK      MONUMENTED       USGS
 JW0765  HISTORY     - 1935     GOOD             NGS
 JW0765
 JW0765                          STATION DESCRIPTION
 JW0765
 JW0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0765'AT BAYARD.
 JW0765'AT BAYARD, GRANT COUNTY, ON THE WESTERN MARYLAND RAILWAY, 702 FEET
 JW0765'NORTH OF THE STATION, AT A BRIDGE OVER POTOMAC RIVER, AT THE SOUTH
 JW0765'CONCRETE ABUTMENT, IN THE TOP OF THE WEST END OF THE BRIDGE SEAT,
 JW0765'12 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN
 JW0765'THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2342.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0354 ***********************************************************************
 HX0354  DESIGNATION -  2350
 HX0354  PID         -  HX0354
 HX0354  STATE/COUNTY-  WV/UPSHUR
 HX0354  USGS QUAD   -  ROCK CAVE (1966)
 HX0354
 HX0354                         *CURRENT SURVEY CONTROL
 HX0354  ___________________________________________________________________
 HX0354* NAD 83(1986)-  38 45 32.     (N)    080 15 17.     (W)     SCALED    
 HX0354* NAVD 88     -       716.186  (meters)    2349.69   (feet)  ADJUSTED  
 HX0354  ___________________________________________________________________
 HX0354  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX0354  DYNAMIC HT  -         715.661 (meters)    2347.96  (feet)  COMP
 HX0354  MODELED GRAV-     979,871.6   (mgal)                       NAVD 88
 HX0354
 HX0354  VERT ORDER  -  SECOND    CLASS 0
 HX0354
 HX0354.The horizontal coordinates were scaled from a topographic map and have
 HX0354.an estimated accuracy of +/- 6 seconds.
 HX0354
 HX0354.The orthometric height was determined by differential leveling
 HX0354.and adjusted by the National Geodetic Survey in June 1991..
 HX0354
 HX0354.The geoid height was determined by GEOID03.
 HX0354
 HX0354.The dynamic height is computed by dividing the NAVD 88
 HX0354.geopotential number by the normal gravity value computed on the
 HX0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0354.degrees latitude (g = 980.6199 gals.).
 HX0354
 HX0354.The modeled gravity was interpolated from observed gravity values.
 HX0354
 HX0354;                    North         East    Units  Estimated Accuracy
 HX0354;SPC WV S     -   195,480.      664,780.      MT  (+/- 180 meters Scaled)
 HX0354
 HX0354                          SUPERSEDED SURVEY CONTROL
 HX0354
 HX0354  NGVD 29 (??/??/92)  716.344  (m)         2350.21   (f) ADJ UNCH    2 0
 HX0354
 HX0354.Superseded values are not recommended for survey control.
 HX0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0354.See file dsdata.txt to determine how the superseded data were derived.
 HX0354
 HX0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC647902(NAD 83)
 HX0354_MARKER: DD = SURVEY DISK
 HX0354_SETTING: 80 = SET IN A BOULDER
 HX0354_SP_SET: BOULDER
 HX0354_STAMPING: 2350 1911
 HX0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0354+STABILITY: SURFACE MOTION
 HX0354
 HX0354  HISTORY     - Date     Condition        Report By
 HX0354  HISTORY     - 1911     MONUMENTED       USGS
 HX0354  HISTORY     - 1962     GOOD             NGS
 HX0354
 HX0354                          STATION DESCRIPTION
 HX0354
 HX0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0354'1.2 MI W FROM SELBYVILLE.
 HX0354'ABOUT 1.2 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX0354'AT SELBYVILLE, 0.1 MILE NORTHEAST OF THE PLEASENT DALE METHODIST
 HX0354'CHURCH, 0.1 MILE SOUTHWEST OF A SAW MILL, SET ON TOP OF AN
 HX0354'EMBEDDED BOULDER THAT IS ABOUT 14 FEET AND 5 FEET HIGH, 40 FEET
 HX0354'WEST OF THE CENTER LINE OF THE ROAD, 18 FEET NORTHWEST OF A STEEL
 HX0354'WITNESS POST, AND ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1955 ***********************************************************************
 HW1955  DESIGNATION -  2359
 HW1955  PID         -  HW1955
 HW1955  STATE/COUNTY-  WV/RANDOLPH
 HW1955  USGS QUAD   -  HARMAN (1995)
 HW1955
 HW1955                         *CURRENT SURVEY CONTROL
 HW1955  ___________________________________________________________________
 HW1955* NAD 83(1986)-  38 55 21.     (N)    079 31 30.     (W)     SCALED    
 HW1955* NAVD 88     -       719.217  (meters)    2359.63   (feet)  ADJUSTED  
 HW1955  ___________________________________________________________________
 HW1955  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HW1955  DYNAMIC HT  -         718.688 (meters)    2357.90  (feet)  COMP
 HW1955  MODELED GRAV-     979,867.4   (mgal)                       NAVD 88
 HW1955
 HW1955  VERT ORDER  -  SECOND    CLASS 0
 HW1955
 HW1955.The horizontal coordinates were scaled from a topographic map and have
 HW1955.an estimated accuracy of +/- 6 seconds.
 HW1955
 HW1955.The orthometric height was determined by differential leveling
 HW1955.and adjusted by the National Geodetic Survey in June 1991..
 HW1955
 HW1955.The geoid height was determined by GEOID03.
 HW1955
 HW1955.The dynamic height is computed by dividing the NAVD 88
 HW1955.geopotential number by the normal gravity value computed on the
 HW1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1955.degrees latitude (g = 980.6199 gals.).
 HW1955
 HW1955.The modeled gravity was interpolated from observed gravity values.
 HW1955
 HW1955;                    North         East    Units  Estimated Accuracy
 HW1955;SPC WV S     -   214,400.      727,910.      MT  (+/- 180 meters Scaled)
 HW1955
 HW1955                          SUPERSEDED SURVEY CONTROL
 HW1955
 HW1955  NGVD 29 (??/??/92)  719.356  (m)         2360.09   (f) ADJ UNCH    2 0
 HW1955
 HW1955.Superseded values are not recommended for survey control.
 HW1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1955.See file dsdata.txt to determine how the superseded data were derived.
 HW1955
 HW1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD278092(NAD 83)
 HW1955_MARKER: DD = SURVEY DISK
 HW1955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1955_SP_SET: CURBING
 HW1955_STAMPING: 2359
 HW1955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1955
 HW1955  HISTORY     - Date     Condition        Report By
 HW1955  HISTORY     - UNK      MONUMENTED       USGS
 HW1955  HISTORY     - 1934     GOOD             NGS
 HW1955
 HW1955                          STATION DESCRIPTION
 HW1955
 HW1955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1955'AT HARMAN.
 HW1955'AT HARMAN, RANDOLPH COUNTY, ON U.S. HIGHWAY 33, 200 YARDS EAST
 HW1955'OF THE POST OFFICE, IN THE TOP OF THE CURBING IN FRONT OF THE
 HW1955'M.J. ROY STORE, 4 YARDS NORTH OF THE NORTHWEST CORNER OF THE
 HW1955'INTERSECTION OF TWO STREETS, AND 6 YARDS WEST OF THE CENTERLINE
 HW1955'OF THE INTERSECTION.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 HW1955'STAMPED 2359.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1811 ***********************************************************************
 HW1811  DESIGNATION -  2359
 HW1811  PID         -  HW1811
 HW1811  STATE/COUNTY-  WV/POCAHONTAS
 HW1811  USGS QUAD   -  MINNEHAHA SPRINGS (1995)
 HW1811
 HW1811                         *CURRENT SURVEY CONTROL
 HW1811  ___________________________________________________________________
 HW1811* NAD 83(1986)-  38 08 41.     (N)    079 58 44.     (W)     SCALED    
 HW1811* NAVD 88     -       719.243  (meters)    2359.72   (feet)  ADJUSTED  
 HW1811  ___________________________________________________________________
 HW1811  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HW1811  DYNAMIC HT  -         718.651 (meters)    2357.77  (feet)  COMP
 HW1811  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 HW1811
 HW1811  VERT ORDER  -  SECOND    CLASS 0
 HW1811
 HW1811.The horizontal coordinates were scaled from a topographic map and have
 HW1811.an estimated accuracy of +/- 6 seconds.
 HW1811
 HW1811.The orthometric height was determined by differential leveling
 HW1811.and adjusted by the National Geodetic Survey in June 1991..
 HW1811
 HW1811.The geoid height was determined by GEOID03.
 HW1811
 HW1811.The dynamic height is computed by dividing the NAVD 88
 HW1811.geopotential number by the normal gravity value computed on the
 HW1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1811.degrees latitude (g = 980.6199 gals.).
 HW1811
 HW1811.The modeled gravity was interpolated from observed gravity values.
 HW1811
 HW1811;                    North         East    Units  Estimated Accuracy
 HW1811;SPC WV S     -   127,540.      689,500.      MT  (+/- 180 meters Scaled)
 HW1811
 HW1811                          SUPERSEDED SURVEY CONTROL
 HW1811
 HW1811  NGVD 29 (??/??/92)  719.314  (m)         2359.95   (f) ADJ UNCH    2 0
 HW1811
 HW1811.Superseded values are not recommended for survey control.
 HW1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1811.See file dsdata.txt to determine how the superseded data were derived.
 HW1811
 HW1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC894223(NAD 83)
 HW1811_MARKER: DD = SURVEY DISK
 HW1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1811_STAMPING: 2359
 HW1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1811+STABILITY: SURFACE MOTION
 HW1811
 HW1811  HISTORY     - Date     Condition        Report By
 HW1811  HISTORY     - UNK      MONUMENTED       USGS
 HW1811  HISTORY     - 1934     GOOD             NGS
 HW1811
 HW1811                          STATION DESCRIPTION
 HW1811
 HW1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1811'1.7 MI SE FROM MINNEHAHA SPRINGS.
 HW1811'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 HW1811'AT MINNEHAHA SPRINGS, POCAHONTAS COUNTY, 33 FEET SOUTH OF A ROCKY
 HW1811'DITCH, 31 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET
 HW1811'EAST OF THE FENCE LINE, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 HW1811'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2359 AND
 HW1811'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0337 ***********************************************************************
 JW0337  DESIGNATION -  24
 JW0337  PID         -  JW0337
 JW0337  STATE/COUNTY-  WV/MINERAL
 JW0337  USGS QUAD   -  BURLINGTON (1979)
 JW0337
 JW0337                         *CURRENT SURVEY CONTROL
 JW0337  ___________________________________________________________________
 JW0337* NAD 83(1986)-  39 20 15.     (N)    078 58 14.     (W)     SCALED    
 JW0337* NAVD 88     -       267.817  (meters)     878.66   (feet)  ADJUSTED  
 JW0337  ___________________________________________________________________
 JW0337  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JW0337  DYNAMIC HT  -         267.655 (meters)     878.13  (feet)  COMP
 JW0337  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 JW0337
 JW0337  VERT ORDER  -  SECOND    CLASS 0
 JW0337
 JW0337.The horizontal coordinates were scaled from a topographic map and have
 JW0337.an estimated accuracy of +/- 6 seconds.
 JW0337
 JW0337.The orthometric height was determined by differential leveling
 JW0337.and adjusted by the National Geodetic Survey in June 1991..
 JW0337
 JW0337.The geoid height was determined by GEOID03.
 JW0337
 JW0337.The dynamic height is computed by dividing the NAVD 88
 JW0337.geopotential number by the normal gravity value computed on the
 JW0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0337.degrees latitude (g = 980.6199 gals.).
 JW0337
 JW0337.The modeled gravity was interpolated from observed gravity values.
 JW0337
 JW0337;                    North         East    Units  Estimated Accuracy
 JW0337;SPC WV N     -    93,110.      645,640.      MT  (+/- 180 meters Scaled)
 JW0337
 JW0337                          SUPERSEDED SURVEY CONTROL
 JW0337
 JW0337  NGVD 29 (??/??/92)  267.996  (m)          879.25   (f) ADJ UNCH    2 0
 JW0337
 JW0337.Superseded values are not recommended for survey control.
 JW0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0337.See file dsdata.txt to determine how the superseded data were derived.
 JW0337
 JW0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD749561(NAD 83)
 JW0337_MARKER: Q = CHISELED SQUARE
 JW0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0337_SP_SET: BRIDGE
 JW0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0337
 JW0337  HISTORY     - Date     Condition        Report By
 JW0337  HISTORY     - UNK      MONUMENTED       WVHD
 JW0337  HISTORY     - 1934     GOOD             NGS
 JW0337
 JW0337                          STATION DESCRIPTION
 JW0337
 JW0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0337'1.5 MI SE FROM RIDGEVILLE.
 JW0337'1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM RIDGEVILLE,
 JW0337'MINERAL COUNTY, AT THE BRIDGE OVER MILL RUN, IN THE TOP OF THE
 JW0337'WEST ABUTMENT, 16 YARDS SOUTHEAST OF POLE 349, 5 YARDS SOUTHWEST
 JW0337'OF THE CENTERLINE OF THE HIGHWAY, AND 6 INCHES LOWER THAN THE
 JW0337'HIGHWAY.  AN OUTLINED SQUARE, MARKED BY THE LETTERS 24 PAINTED IN
 JW0337'YELLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0489 ***********************************************************************
 HY0489  DESIGNATION -  24 TH ST GAGE
 HY0489  PID         -  HY0489
 HY0489  STATE/COUNTY-  WV/CABELL
 HY0489  USGS QUAD   -  HUNTINGTON (1985)
 HY0489
 HY0489                         *CURRENT SURVEY CONTROL
 HY0489  ___________________________________________________________________
 HY0489* NAD 83(1986)-  38 25 54.     (N)    082 25 04.     (W)     SCALED    
 HY0489* NAVD 88     -       164.692  (meters)     540.33   (feet)  ADJUSTED  
 HY0489  ___________________________________________________________________
 HY0489  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HY0489  DYNAMIC HT  -         164.581 (meters)     539.96  (feet)  COMP
 HY0489  MODELED GRAV-     979,953.4   (mgal)                       NAVD 88
 HY0489
 HY0489  VERT ORDER  -  SECOND    CLASS 0
 HY0489
 HY0489.The horizontal coordinates were scaled from a topographic map and have
 HY0489.an estimated accuracy of +/- 6 seconds.
 HY0489
 HY0489.The orthometric height was determined by differential leveling
 HY0489.and adjusted by the National Geodetic Survey in June 1991..
 HY0489
 HY0489.The geoid height was determined by GEOID03.
 HY0489
 HY0489.The dynamic height is computed by dividing the NAVD 88
 HY0489.geopotential number by the normal gravity value computed on the
 HY0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0489.degrees latitude (g = 980.6199 gals.).
 HY0489
 HY0489.The modeled gravity was interpolated from observed gravity values.
 HY0489
 HY0489;                    North         East    Units  Estimated Accuracy
 HY0489;SPC WV S     -   159,850.      476,220.      MT  (+/- 180 meters Scaled)
 HY0489
 HY0489                          SUPERSEDED SURVEY CONTROL
 HY0489
 HY0489  NGVD 29 (??/??/92)  164.875  (m)          540.93   (f) ADJ UNCH    2 0
 HY0489
 HY0489.Superseded values are not recommended for survey control.
 HY0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0489.See file dsdata.txt to determine how the superseded data were derived.
 HY0489
 HY0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC762546(NAD 83)
 HY0489_MARKER: Z = SEE DESCRIPTION
 HY0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0489_SP_SET: BUILDING FOUNDATION
 HY0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0489
 HY0489  HISTORY     - Date     Condition        Report By
 HY0489  HISTORY     - UNK      MONUMENTED       USGS
 HY0489  HISTORY     - 1942     GOOD             NGS
 HY0489
 HY0489                          STATION DESCRIPTION
 HY0489
 HY0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HY0489'AT HUNTINGTON.
 HY0489'AT HUNTINGTON, CABELL COUNTY, AT THE TWENTY-FOURTH STREET PUMPING
 HY0489'STATION OF THE CITY WATER WORKS, 25 FEET NORTH OF THE POWER HOUSE,
 HY0489'AND ON THE RIVER WATER STAGE RECORDER.  THE 49.50 MARK ON THE
 HY0489'RECORDER.  GAGE LOWERED 1.737 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2244 ***********************************************************************
 GX2244  DESIGNATION -  240+00
 GX2244  PID         -  GX2244
 GX2244  STATE/COUNTY-  WV/LOGAN
 GX2244  USGS QUAD   -  LOGAN (1989)
 GX2244
 GX2244                         *CURRENT SURVEY CONTROL
 GX2244  ___________________________________________________________________
 GX2244* NAD 83(1986)-  37 47 45.     (N)    081 59 10.     (W)     SCALED    
 GX2244* NAVD 88     -       224.12   (+/-2cm)     735.3    (feet)  VERTCON   
 GX2244  ___________________________________________________________________
 GX2244  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GX2244
 GX2244  VERT ORDER  -  ? (See Below)
 GX2244
 GX2244.The horizontal coordinates were scaled from a topographic map and have
 GX2244.an estimated accuracy of +/- 6 seconds.
 GX2244
 GX2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX2244.The vertical order pertains to the NGVD 29 superseded value.
 GX2244
 GX2244.The geoid height was determined by GEOID03.
 GX2244
 GX2244;                    North         East    Units  Estimated Accuracy
 GX2244;SPC WV S     -    88,790.      513,150.      MT  (+/- 180 meters Scaled)
 GX2244
 GX2244                          SUPERSEDED SURVEY CONTROL
 GX2244
 GX2244  NGVD 29 (??/??/92)  224.339  (m)          736.02   (f) ADJ UNCH    ?  
 GX2244
 GX2244.Superseded values are not recommended for survey control.
 GX2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2244.See file dsdata.txt to determine how the superseded data were derived.
 GX2244
 GX2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB131836(NAD 83)
 GX2244_MARKER: DD = SURVEY DISK
 GX2244_SETTING: 0 = UNSPECIFIED SETTING
 GX2244_STAMPING: 240+00
 GX2244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2244
 GX2244  HISTORY     - Date     Condition        Report By
 GX2244  HISTORY     - UNK      MONUMENTED       WVHD
 GX2244  HISTORY     - 1935     GOOD             NGS
 GX2244
 GX2244                          STATION DESCRIPTION
 GX2244
 GX2244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2244'0.7 MI N FROM SWITZER.
 GX2244'0.7 MILE NORTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE AT
 GX2244'SWITZER, LOGAN COUNTY, ABOUT 350 FEET SOUTH OF A LOG HOUSE, 36
 GX2244'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET SOUTH OF A
 GX2244'RAIL FENCE INTERSECTING A WIRE FENCE, AND 2 FEET LOWER THAN THE
 GX2244'HIGHWAY.  A WEST VIRGINIA ROAD COMMISSION RIGHT-OF-WAY MARKER
 GX2244'DISK, STAMPED 240+00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0831 ***********************************************************************
 GX0831  DESIGNATION -  2420 B
 GX0831  PID         -  GX0831
 GX0831  STATE/COUNTY-  WV/FAYETTE
 GX0831  USGS QUAD   -  RAINELLE (1976)
 GX0831
 GX0831                         *CURRENT SURVEY CONTROL
 GX0831  ___________________________________________________________________
 GX0831* NAD 83(1986)-  37 56 16.     (N)    080 49 01.     (W)     SCALED    
 GX0831* NAVD 88     -       737.387  (meters)    2419.24   (feet)  ADJUSTED  
 GX0831  ___________________________________________________________________
 GX0831  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX0831  DYNAMIC HT  -         736.764 (meters)    2417.20  (feet)  COMP
 GX0831  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 GX0831
 GX0831  VERT ORDER  -  SECOND    CLASS 0
 GX0831
 GX0831.The horizontal coordinates were scaled from a topographic map and have
 GX0831.an estimated accuracy of +/- 6 seconds.
 GX0831
 GX0831.The orthometric height was determined by differential leveling
 GX0831.and adjusted by the National Geodetic Survey in June 1991..
 GX0831
 GX0831.The geoid height was determined by GEOID03.
 GX0831
 GX0831.The dynamic height is computed by dividing the NAVD 88
 GX0831.geopotential number by the normal gravity value computed on the
 GX0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0831.degrees latitude (g = 980.6199 gals.).
 GX0831
 GX0831.The modeled gravity was interpolated from observed gravity values.
 GX0831
 GX0831;                    North         East    Units  Estimated Accuracy
 GX0831;SPC WV S     -   104,100.      616,090.      MT  (+/- 180 meters Scaled)
 GX0831
 GX0831                          SUPERSEDED SURVEY CONTROL
 GX0831
 GX0831  NGVD 29 (??/??/92)  737.524  (m)         2419.69   (f) ADJ UNCH    2 0
 GX0831
 GX0831.Superseded values are not recommended for survey control.
 GX0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0831.See file dsdata.txt to determine how the superseded data were derived.
 GX0831
 GX0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB160989(NAD 83)
 GX0831_MARKER: DD = SURVEY DISK
 GX0831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0831_SP_SET: BRIDGE
 GX0831_STAMPING: 2420 B
 GX0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0831
 GX0831  HISTORY     - Date     Condition        Report By
 GX0831  HISTORY     - UNK      MONUMENTED       USGS
 GX0831  HISTORY     - 1961     GOOD             NGS
 GX0831
 GX0831                          STATION DESCRIPTION
 GX0831
 GX0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0831'3.2 MI SW FROM RAINELLE.
 GX0831'ABOUT 3.15 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM ITS
 GX0831'JUNCTION WITH U.S. HIGHWAY 60 AT RAINELLE, ALONG THE CHESAPEAKE
 GX0831'AND OHIO RAILWAY, AT BRIDGE NO. 164, SET ON THE TOP OF THE SOUTH
 GX0831'END OF THE WEST BRIDGE SEAT, 6 FEET SOUTH OF THE SOUTH RAIL, 4
 GX0831'FEET NORTH OF THE SOUTH END OF THE BRIDGE SEAT AND 3 FEET BELOW
 GX0831'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0817 ***********************************************************************
 GX0817  DESIGNATION -  2422 B
 GX0817  PID         -  GX0817
 GX0817  STATE/COUNTY-  WV/FAYETTE
 GX0817  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0817
 GX0817                         *CURRENT SURVEY CONTROL
 GX0817  ___________________________________________________________________
 GX0817* NAD 83(1986)-  37 51 32.     (N)    080 51 16.     (W)     SCALED    
 GX0817* NAVD 88     -       739.457  (meters)    2426.04   (feet)  ADJUSTED  
 GX0817  ___________________________________________________________________
 GX0817  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX0817  DYNAMIC HT  -         738.838 (meters)    2424.00  (feet)  COMP
 GX0817  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 GX0817
 GX0817  VERT ORDER  -  SECOND    CLASS 0
 GX0817
 GX0817.The horizontal coordinates were scaled from a topographic map and have
 GX0817.an estimated accuracy of +/- 6 seconds.
 GX0817
 GX0817.The orthometric height was determined by differential leveling
 GX0817.and adjusted by the National Geodetic Survey in June 1991..
 GX0817
 GX0817.The geoid height was determined by GEOID03.
 GX0817
 GX0817.The dynamic height is computed by dividing the NAVD 88
 GX0817.geopotential number by the normal gravity value computed on the
 GX0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0817.degrees latitude (g = 980.6199 gals.).
 GX0817
 GX0817.The modeled gravity was interpolated from observed gravity values.
 GX0817
 GX0817;                    North         East    Units  Estimated Accuracy
 GX0817;SPC WV S     -    95,340.      612,810.      MT  (+/- 180 meters Scaled)
 GX0817
 GX0817                          SUPERSEDED SURVEY CONTROL
 GX0817
 GX0817  NGVD 29 (??/??/92)  739.606  (m)         2426.52   (f) ADJ UNCH    2 0
 GX0817
 GX0817.Superseded values are not recommended for survey control.
 GX0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0817.See file dsdata.txt to determine how the superseded data were derived.
 GX0817
 GX0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB128901(NAD 83)
 GX0817_MARKER: DD = SURVEY DISK
 GX0817_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0817_SP_SET: UNSPECIFIED ROCK
 GX0817_STAMPING: 2
 GX0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0817
 GX0817  HISTORY     - Date     Condition        Report By
 GX0817  HISTORY     - UNK      MONUMENTED       USGS
 GX0817  HISTORY     - 1961     GOOD             NGS
 GX0817
 GX0817                          STATION DESCRIPTION
 GX0817
 GX0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0817'AT MEADOW BRIDGE.
 GX0817'AT MEADOW BRIDGE, ALONG THE CHESAPEAKE AND OHIO RAILWAY, AT
 GX0817'A BLACK TOP ROAD CROSSING, 54 FEET NORTHEAST AND ACROSS THE
 GX0817'BLACK TOP ROAD FROM THE NORTHEAST CORNER OF THE C AND O STATION,
 GX0817'30 FEET NORTHWEST OF THE NORTHWEST RAIL, 30 FEET EAST OF THE
 GX0817'CENTER LINE OF THE ROAD, 1.0 FOOT SOUTH OF THE SOUTH WALL OF
 GX0817'AN OLD STORE BUILDING, SET IN THE TOP OF THE NORTH END OF A
 GX0817'VERY LARGE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0836 ***********************************************************************
 GX0836  DESIGNATION -  2425 B
 GX0836  PID         -  GX0836
 GX0836  STATE/COUNTY-  WV/GREENBRIER
 GX0836  USGS QUAD   -  RAINELLE (1976)
 GX0836
 GX0836                         *CURRENT SURVEY CONTROL
 GX0836  ___________________________________________________________________
 GX0836* NAD 83(1986)-  37 58 03.     (N)    080 46 42.     (W)     SCALED    
 GX0836* NAVD 88     -       738.999  (meters)    2424.53   (feet)  ADJUSTED  
 GX0836  ___________________________________________________________________
 GX0836  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GX0836  DYNAMIC HT  -         738.383 (meters)    2422.51  (feet)  COMP
 GX0836  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 GX0836
 GX0836  VERT ORDER  -  SECOND    CLASS 0
 GX0836
 GX0836.The horizontal coordinates were scaled from a topographic map and have
 GX0836.an estimated accuracy of +/- 6 seconds.
 GX0836
 GX0836.The orthometric height was determined by differential leveling
 GX0836.and adjusted by the National Geodetic Survey in June 1991..
 GX0836
 GX0836.The geoid height was determined by GEOID03.
 GX0836
 GX0836.The dynamic height is computed by dividing the NAVD 88
 GX0836.geopotential number by the normal gravity value computed on the
 GX0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0836.degrees latitude (g = 980.6199 gals.).
 GX0836
 GX0836.The modeled gravity was interpolated from observed gravity values.
 GX0836
 GX0836;                    North         East    Units  Estimated Accuracy
 GX0836;SPC WV S     -   107,400.      619,480.      MT  (+/- 180 meters Scaled)
 GX0836
 GX0836                          SUPERSEDED SURVEY CONTROL
 GX0836
 GX0836  NGVD 29 (??/??/92)  739.141  (m)         2425.00   (f) ADJ UNCH    2 0
 GX0836
 GX0836.Superseded values are not recommended for survey control.
 GX0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0836.See file dsdata.txt to determine how the superseded data were derived.
 GX0836
 GX0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC194022(NAD 83)
 GX0836_MARKER: DD = SURVEY DISK
 GX0836_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0836_SP_SET: STEPS
 GX0836_STAMPING: 2425
 GX0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0836
 GX0836  HISTORY     - Date     Condition        Report By
 GX0836  HISTORY     - UNK      MONUMENTED       USGS
 GX0836  HISTORY     - 1961     GOOD             NGS
 GX0836
 GX0836                          STATION DESCRIPTION
 GX0836
 GX0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0836'AT RAINELLE.
 GX0836'AT RAINELLE, ALONG U.S. HIGHWAY 60, ABOUT 62 YARDS EAST OF THE
 GX0836'JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 20, AT THE BANK OF
 GX0836'RAINELLE, SET ON TOP OF THE CONCRETE WALL AT THE WEST END OF THE
 GX0836'TOP STEP LEADING TO THE MAIN ENTRANCE TO BANK BUILDING, 22 FEET
 GX0836'SOUTH OF THE SOUTH CURB OF THE HIGHWAY AND 2 1/2 FEET ABOVE THE
 GX0836'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0912 ***********************************************************************
 GX0912  DESIGNATION -  2430
 GX0912  PID         -  GX0912
 GX0912  STATE/COUNTY-  WV/GREENBRIER
 GX0912  USGS QUAD   -  DAWSON (1971)
 GX0912
 GX0912                         *CURRENT SURVEY CONTROL
 GX0912  ___________________________________________________________________
 GX0912* NAD 83(1986)-  37 51 22.     (N)    080 42 37.     (W)     SCALED    
 GX0912* NAVD 88     -       741.012  (meters)    2431.14   (feet)  ADJUSTED  
 GX0912  ___________________________________________________________________
 GX0912  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GX0912  DYNAMIC HT  -         740.385 (meters)    2429.08  (feet)  COMP
 GX0912  MODELED GRAV-     979,758.2   (mgal)                       NAVD 88
 GX0912
 GX0912  VERT ORDER  -  SECOND    CLASS 0
 GX0912
 GX0912.The horizontal coordinates were scaled from a topographic map and have
 GX0912.an estimated accuracy of +/- 6 seconds.
 GX0912
 GX0912.The orthometric height was determined by differential leveling
 GX0912.and adjusted by the National Geodetic Survey in June 1991..
 GX0912
 GX0912.The geoid height was determined by GEOID03.
 GX0912
 GX0912.The dynamic height is computed by dividing the NAVD 88
 GX0912.geopotential number by the normal gravity value computed on the
 GX0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0912.degrees latitude (g = 980.6199 gals.).
 GX0912
 GX0912.The modeled gravity was interpolated from observed gravity values.
 GX0912
 GX0912;                    North         East    Units  Estimated Accuracy
 GX0912;SPC WV S     -    95,060.      625,500.      MT  (+/- 180 meters Scaled)
 GX0912
 GX0912                          SUPERSEDED SURVEY CONTROL
 GX0912
 GX0912  NGVD 29 (??/??/92)  741.157  (m)         2431.61   (f) ADJ UNCH    2 0
 GX0912
 GX0912.Superseded values are not recommended for survey control.
 GX0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0912.See file dsdata.txt to determine how the superseded data were derived.
 GX0912
 GX0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB254898(NAD 83)
 GX0912_MARKER: DD = SURVEY DISK
 GX0912_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0912_SP_SET: UNSPECIFIED ROCK
 GX0912_STAMPING: 2430 W VA 1920
 GX0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0912
 GX0912  HISTORY     - Date     Condition        Report By
 GX0912  HISTORY     - 1920     MONUMENTED       USGS
 GX0912  HISTORY     - 1961     GOOD             NGS
 GX0912  HISTORY     - 1965     GOOD             LOCENG
 GX0912
 GX0912                          STATION DESCRIPTION
 GX0912
 GX0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0912'AT DAWSON.
 GX0912'AT DAWSON, ABOUT 80 YARDS SOUTH OF A T JUNCTION, SET ON THE
 GX0912'TOP OF A 4-BY-1-FOOT ROCK PROJECTING 8 INCHES ABOVE THE LEVEL
 GX0912'OF THE GROUND, IN THE YARD AROUND P.S. HOLLAND RESIDENCE, 11
 GX0912'FEET WEST OF THE NORTH CORNER OF THE RESIDENCE, 27 FEET SOUTHWEST
 GX0912'OF A LONE 48 INCH OAK TREE, 7 FEET SOUTHEAST OF THE NORTHWEST
 GX0912'FENCE LINE AROUND THE YARD AND ABOUT LEVEL WITH THE ROAD.
 GX0912
 GX0912                          STATION RECOVERY (1965)
 GX0912
 GX0912'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 GX0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1808 ***********************************************************************
 HW1808  DESIGNATION -  2438
 HW1808  PID         -  HW1808
 HW1808  STATE/COUNTY-  WV/POCAHONTAS
 HW1808  USGS QUAD   -  MOUNTAIN GROVE (1995)
 HW1808
 HW1808                         *CURRENT SURVEY CONTROL
 HW1808  ___________________________________________________________________
 HW1808* NAD 83(1986)-  38 07 26.     (N)    079 57 05.     (W)     SCALED    
 HW1808* NAVD 88     -       743.334  (meters)    2438.76   (feet)  ADJUSTED  
 HW1808  ___________________________________________________________________
 HW1808  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 HW1808  DYNAMIC HT  -         742.716 (meters)    2436.73  (feet)  COMP
 HW1808  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 HW1808
 HW1808  VERT ORDER  -  SECOND    CLASS 0
 HW1808
 HW1808.The horizontal coordinates were scaled from a topographic map and have
 HW1808.an estimated accuracy of +/- 6 seconds.
 HW1808
 HW1808.The orthometric height was determined by differential leveling
 HW1808.and adjusted by the National Geodetic Survey in June 1991..
 HW1808
 HW1808.The geoid height was determined by GEOID03.
 HW1808
 HW1808.The dynamic height is computed by dividing the NAVD 88
 HW1808.geopotential number by the normal gravity value computed on the
 HW1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1808.degrees latitude (g = 980.6199 gals.).
 HW1808
 HW1808.The modeled gravity was interpolated from observed gravity values.
 HW1808
 HW1808;                    North         East    Units  Estimated Accuracy
 HW1808;SPC WV S     -   125,260.      691,940.      MT  (+/- 180 meters Scaled)
 HW1808
 HW1808                          SUPERSEDED SURVEY CONTROL
 HW1808
 HW1808  NGVD 29 (??/??/92)  743.402  (m)         2438.98   (f) ADJ UNCH    2 0
 HW1808
 HW1808.Superseded values are not recommended for survey control.
 HW1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1808.See file dsdata.txt to determine how the superseded data were derived.
 HW1808
 HW1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC919200(NAD 83)
 HW1808_MARKER: DD = SURVEY DISK
 HW1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1808_STAMPING: 2438
 HW1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1808+STABILITY: SURFACE MOTION
 HW1808
 HW1808  HISTORY     - Date     Condition        Report By
 HW1808  HISTORY     - UNK      MONUMENTED       USGS
 HW1808  HISTORY     - 1934     GOOD             NGS
 HW1808
 HW1808                          STATION DESCRIPTION
 HW1808
 HW1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1808'AT RIMEL.
 HW1808'AT RIMEL, POCAHONTAS COUNTY, ON STATE HIGHWAY 43, 18 FEET EAST
 HW1808'OF THE CENTERLINE OF THE ROAD LEADING TO SULPHUR SPRINGS, 112
 HW1808'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20 FEET NORTHWEST
 HW1808'OF THE NORTHWEST CORNER OF THE HOME OF CLARENCE WHITE, INSIDE THE
 HW1808'YARD, AND 3 FEET EAST OF THE WIRE FENCE.  A UNITED STATES
 HW1808'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2438 AND SET IN THE TOP
 HW1808'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3681 ***********************************************************************
 HW3681  DESIGNATION -  2438 ECC
 HW3681  PID         -  HW3681
 HW3681  STATE/COUNTY-  WV/POCAHONTAS
 HW3681  USGS QUAD   -  MOUNTAIN GROVE (1995)
 HW3681
 HW3681                         *CURRENT SURVEY CONTROL
 HW3681  ___________________________________________________________________
 HW3681* NAD 83(1995)-  38 07 26.04673(N)    079 57 08.05748(W)     ADJUSTED  
 HW3681* NAVD 88     -       743.14   (meters)    2438.1    (feet)  LEVELING  
 HW3681  ___________________________________________________________________
 HW3681  X           -     876,621.595 (meters)                     COMP
 HW3681  Y           -  -4,947,447.874 (meters)                     COMP
 HW3681  Z           -   3,916,711.630 (meters)                     COMP
 HW3681  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 HW3681  ELLIP HEIGHT-         711.83  (meters)          (10/04/01) GPS OBS
 HW3681  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 HW3681
 HW3681  HORZ ORDER  -  FIRST
 HW3681  VERT ORDER  -  THIRD ?
 HW3681  ELLP ORDER  -  FOURTH    CLASS II
 HW3681
 HW3681.The horizontal coordinates were established by GPS observations
 HW3681.and adjusted by the National Geodetic Survey in April 1998..
 HW3681
 HW3681.The orthometric height was determined by differential leveling.
 HW3681.The vertical network tie was performed by a horz. field party for horz.
 HW3681.obs reductions. Reset procedures were used to establish the elevation.
 HW3681
 HW3681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3681
 HW3681.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3681
 HW3681.The ellipsoidal height was determined by GPS observations
 HW3681.and is referenced to NAD 83.
 HW3681
 HW3681.The geoid height was determined by GEOID03.
 HW3681
 HW3681;                    North         East     Units Scale Factor Converg.
 HW3681;SPC WV S     -   125,259.135   691,863.714   MT  0.99992623   +0 38 51.8
 HW3681;SPC VA N     - 2,051,759.263 3,372,668.441   MT  0.99998525   -0 54 22.9
 HW3681;SPC VA N     - 6,731,480.18 11,065,163.04   sFT  0.99998525   -0 54 22.9
 HW3681;UTM  17      - 4,220,080.772   591,836.929   MT  0.99970387   +0 38 48.8
 HW3681
 HW3681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3681!SPC WV S     -   0.99988832  x   0.99992623  =   0.99981456
 HW3681!SPC VA N     -   0.99988832  x   0.99998525  =   0.99987357
 HW3681!UTM  17      -   0.99988832  x   0.99970387  =   0.99959222
 HW3681
 HW3681                          SUPERSEDED SURVEY CONTROL
 HW3681
 HW3681  ELLIP H (04/01/98)  711.91   (m)                       GP(       ) 4 1
 HW3681  NAD 83(1986)-  38 07 26.04857(N)    079 57 08.07399(W) AD(       ) 1
 HW3681
 HW3681.Superseded values are not recommended for survey control.
 HW3681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3681.See file dsdata.txt to determine how the superseded data were derived.
 HW3681
 HW3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9183720081(NAD 83)
 HW3681_MARKER: I = METAL ROD
 HW3681_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HW3681+WITH SETTING: INFORMATION.
 HW3681_SP_SET: METAL ROD DRIVEN INTO GROUND
 HW3681_MARK LOGO: HARTMN
 HW3681_MAGNETIC: I = MARKER IS A STEEL ROD
 HW3681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3681+SATELLITE: SATELLITE OBSERVATIONS - 1992
 HW3681
 HW3681  HISTORY     - Date     Condition        Report By
 HW3681  HISTORY     - 1992     MONUMENTED       HARTMN
 HW3681
 HW3681                          STATION DESCRIPTION
 HW3681
 HW3681'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1992
 HW3681'LOCATED AT THE INTERSECTION OF ROUTE 55, 39 AND 92 IN AN OPEN FIELD IN
 HW3681'THE SOUTHWEST CORNER OF SAID INTERSECTION.  STATION IS APPROXIMATELY
 HW3681'600 FT (182.9 MT) SOUTH OF THE INTERSECTION AND APPROXIMATELY 300 FT
 HW3681'(91.4 MT) WEST OF ROUTE 92.
 HW3681'TO REACH - FROM MARLINTON, WEST VIRGINIA GO EAST ON ROUTE 39 FOR
 HW3681'APPROXIMATELY 10 MI (16.1 KM) TO THE INTERSECTION OF ROUTE 39, 55 AND
 HW3681'92. PROCEED SOUTH ON ROUTE 92 FOR APPROXIMATELY 600 FT (182.9 MT) TO
 HW3681'STATION ON RIGHT IN OPEN FIELD.
 HW3681'STATION IS A 5/8 IN REBAR WITH ALUMINUM CAP SET FLUSH WITH THE GROUND
 HW3681'IN THE MIDDLE OF AN OPEN FIELD APPROXIMATELY 600 FT (182.9 MT) SOUTH
 HW3681'OF THE INTERSECTION OF ROUTES 39, 55 AND 92 AND APPROXIMATELY 300 FT
 HW3681'(91.4 MT) WEST OF THE WEST EDGE OF ROUTE 92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0767 ***********************************************************************
 JW0767  DESIGNATION -  2449
 JW0767  PID         -  JW0767
 JW0767  STATE/COUNTY-  WV/GRANT
 JW0767  USGS QUAD   -  TABLE ROCK (1981)
 JW0767
 JW0767                         *CURRENT SURVEY CONTROL
 JW0767  ___________________________________________________________________
 JW0767* NAD 83(1986)-  39 15 48.     (N)    079 23 13.     (W)     SCALED    
 JW0767* NAVD 88     -       746.551  (meters)    2449.31   (feet)  ADJUSTED  
 JW0767  ___________________________________________________________________
 JW0767  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JW0767  DYNAMIC HT  -         746.015 (meters)    2447.55  (feet)  COMP
 JW0767  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 JW0767
 JW0767  VERT ORDER  -  SECOND    CLASS 0
 JW0767
 JW0767.The horizontal coordinates were scaled from a topographic map and have
 JW0767.an estimated accuracy of +/- 6 seconds.
 JW0767
 JW0767.The orthometric height was determined by differential leveling
 JW0767.and adjusted by the National Geodetic Survey in June 1991..
 JW0767
 JW0767.The geoid height was determined by GEOID03.
 JW0767
 JW0767.The dynamic height is computed by dividing the NAVD 88
 JW0767.geopotential number by the normal gravity value computed on the
 JW0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0767.degrees latitude (g = 980.6199 gals.).
 JW0767
 JW0767.The modeled gravity was interpolated from observed gravity values.
 JW0767
 JW0767;                    North         East    Units  Estimated Accuracy
 JW0767;SPC WV N     -    84,750.      609,760.      MT  (+/- 180 meters Scaled)
 JW0767
 JW0767                          SUPERSEDED SURVEY CONTROL
 JW0767
 JW0767  NGVD 29 (??/??/92)  746.667  (m)         2449.69   (f) ADJ UNCH    2 0
 JW0767
 JW0767.Superseded values are not recommended for survey control.
 JW0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0767.See file dsdata.txt to determine how the superseded data were derived.
 JW0767
 JW0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD391472(NAD 83)
 JW0767_MARKER: O = CHISELED CIRCLE
 JW0767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0767_SP_SET: CULVERT
 JW0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0767
 JW0767  HISTORY     - Date     Condition        Report By
 JW0767  HISTORY     - UNK      MONUMENTED       USGS
 JW0767  HISTORY     - 1935     GOOD             NGS
 JW0767
 JW0767                          STATION DESCRIPTION
 JW0767
 JW0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0767'0.9 MI N FROM WILSON.
 JW0767'0.9 MILE NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0767'STATION AT WILSON, GRANT COUNTY, 130 FEET WEST OF MILEPOST C 63,
 JW0767'AT THE WEST END OF A STONE PIPE-CULVERT, ON THE TOP OF THE NORTH
 JW0767'ABUTMENT, 12 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 1
 JW0767'FOOT LOWER THAN THE TRACK.  A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0908 ***********************************************************************
 GX0908  DESIGNATION -  2449
 GX0908  PID         -  GX0908
 GX0908  STATE/COUNTY-  WV/GREENBRIER
 GX0908  USGS QUAD   -  DAWSON (1971)
 GX0908
 GX0908                         *CURRENT SURVEY CONTROL
 GX0908  ___________________________________________________________________
 GX0908* NAD 83(1986)-  37 49 36.     (N)    080 43 14.     (W)     SCALED    
 GX0908* NAVD 88     -       746.843  (meters)    2450.27   (feet)  ADJUSTED  
 GX0908  ___________________________________________________________________
 GX0908  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX0908  DYNAMIC HT  -         746.212 (meters)    2448.20  (feet)  COMP
 GX0908  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 GX0908
 GX0908  VERT ORDER  -  SECOND    CLASS 0
 GX0908
 GX0908.The horizontal coordinates were scaled from a topographic map and have
 GX0908.an estimated accuracy of +/- 6 seconds.
 GX0908
 GX0908.The orthometric height was determined by differential leveling
 GX0908.and adjusted by the National Geodetic Survey in June 1991..
 GX0908
 GX0908.The geoid height was determined by GEOID03.
 GX0908
 GX0908.The dynamic height is computed by dividing the NAVD 88
 GX0908.geopotential number by the normal gravity value computed on the
 GX0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0908.degrees latitude (g = 980.6199 gals.).
 GX0908
 GX0908.The modeled gravity was interpolated from observed gravity values.
 GX0908
 GX0908;                    North         East    Units  Estimated Accuracy
 GX0908;SPC WV S     -    91,790.      624,600.      MT  (+/- 180 meters Scaled)
 GX0908
 GX0908                          SUPERSEDED SURVEY CONTROL
 GX0908
 GX0908  NGVD 29 (??/??/92)  746.994  (m)         2450.76   (f) ADJ UNCH    2 0
 GX0908
 GX0908.Superseded values are not recommended for survey control.
 GX0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0908.See file dsdata.txt to determine how the superseded data were derived.
 GX0908
 GX0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB245866(NAD 83)
 GX0908_MARKER: DD = SURVEY DISK
 GX0908_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0908_SP_SET: FOUNDATION
 GX0908_STAMPING: 2449 1920
 GX0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0908
 GX0908  HISTORY     - Date     Condition        Report By
 GX0908  HISTORY     - 1920     MONUMENTED       USGS
 GX0908  HISTORY     - 1961     GOOD             NGS
 GX0908
 GX0908                          STATION DESCRIPTION
 GX0908
 GX0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0908'AT GRASSY MEADOWS.
 GX0908'AT GRASSY MEADOWS, ABOUT 49 YARDS EAST OF A T ROAD JUNCTION,
 GX0908'IN THE BACK YARD OF A LARGE TWO-STORY WHITE HOUSE, SET ON TOP
 GX0908'OF THE STONE FOUNDATION AT THE SOUTH CORNER OF A CELLAR WALL,
 GX0908'63 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 GX0908'SOUTHEAST, 1/2 FOOT SOUTH OF THE SOUTH CORNER OF THE STONE CELLAR
 GX0908'WALL AND 0.2 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0926 ***********************************************************************
 GX0926  DESIGNATION -  2461 USGS
 GX0926  PID         -  GX0926
 GX0926  STATE/COUNTY-  WV/GREENBRIER
 GX0926  USGS QUAD   -  RUPERT (1981)
 GX0926
 GX0926                         *CURRENT SURVEY CONTROL
 GX0926  ___________________________________________________________________
 GX0926* NAD 83(1986)-  37 54 12.     (N)    080 39 04.     (W)     SCALED    
 GX0926* NAVD 88     -       750.193  (meters)    2461.26   (feet)  ADJUSTED  
 GX0926  ___________________________________________________________________
 GX0926  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX0926  DYNAMIC HT  -         749.564 (meters)    2459.19  (feet)  COMP
 GX0926  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GX0926
 GX0926  VERT ORDER  -  SECOND    CLASS 0
 GX0926
 GX0926.The horizontal coordinates were scaled from a topographic map and have
 GX0926.an estimated accuracy of +/- 6 seconds.
 GX0926
 GX0926.The orthometric height was determined by differential leveling
 GX0926.and adjusted by the National Geodetic Survey in June 1991..
 GX0926
 GX0926.The geoid height was determined by GEOID03.
 GX0926
 GX0926.The dynamic height is computed by dividing the NAVD 88
 GX0926.geopotential number by the normal gravity value computed on the
 GX0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0926.degrees latitude (g = 980.6199 gals.).
 GX0926
 GX0926.The modeled gravity was interpolated from observed gravity values.
 GX0926
 GX0926;                    North         East    Units  Estimated Accuracy
 GX0926;SPC WV S     -   100,320.      630,680.      MT  (+/- 180 meters Scaled)
 GX0926
 GX0926                          SUPERSEDED SURVEY CONTROL
 GX0926
 GX0926  NGVD 29 (??/??/92)  750.336  (m)         2461.73   (f) ADJ UNCH    2 0
 GX0926
 GX0926.Superseded values are not recommended for survey control.
 GX0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0926.See file dsdata.txt to determine how the superseded data were derived.
 GX0926
 GX0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB306951(NAD 83)
 GX0926_MARKER: DD = SURVEY DISK
 GX0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0926_SP_SET: STEPS
 GX0926_STAMPING: W VA 2461 1920
 GX0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0926
 GX0926  HISTORY     - Date     Condition        Report By
 GX0926  HISTORY     - 1920     MONUMENTED       USGS
 GX0926  HISTORY     - 1961     GOOD             NGS
 GX0926  HISTORY     - 1965     GOOD             LOCENG
 GX0926
 GX0926                          STATION DESCRIPTION
 GX0926
 GX0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0926'AT MEADOW BLUFF.
 GX0926'AT MEADOW BLUFF, AT A ROAD JUNCTION, ABOUT 30 YARDS EAST AND
 GX0926'ACROSS THE ROAD FROM THE NORTHEAST CORNER OF THE POST OFFICE
 GX0926'BUILDING, SET ON THE TOP OF THE NORTH END OF THE TOP ONE OF TWO
 GX0926'STEP.  THE WEST ENTRANCE TO A LARGE TWO-STORY WHITE HOUSE, 75
 GX0926'FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 50 FEET
 GX0926'EAST OF THE CENTER LINE OF THE ROAD SOUTH, 10 FEET ABOVE THE
 GX0926'LEVEL OF THE ROAD LEADING SOUTH.
 GX0926
 GX0926                          STATION RECOVERY (1965)
 GX0926
 GX0926'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 GX0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0921 ***********************************************************************
 GX0921  DESIGNATION -  2467
 GX0921  PID         -  GX0921
 GX0921  STATE/COUNTY-  WV/GREENBRIER
 GX0921  USGS QUAD   -  RUPERT (1981)
 GX0921
 GX0921                         *CURRENT SURVEY CONTROL
 GX0921  ___________________________________________________________________
 GX0921* NAD 83(1986)-  37 55 16.     (N)    080 41 24.     (W)     SCALED    
 GX0921* NAVD 88     -       752.018  (meters)    2467.25   (feet)  ADJUSTED  
 GX0921  ___________________________________________________________________
 GX0921  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX0921  DYNAMIC HT  -         751.388 (meters)    2465.18  (feet)  COMP
 GX0921  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 GX0921
 GX0921  VERT ORDER  -  SECOND    CLASS 0
 GX0921
 GX0921.The horizontal coordinates were scaled from a topographic map and have
 GX0921.an estimated accuracy of +/- 6 seconds.
 GX0921
 GX0921.The orthometric height was determined by differential leveling
 GX0921.and adjusted by the National Geodetic Survey in June 1991..
 GX0921
 GX0921.The geoid height was determined by GEOID03.
 GX0921
 GX0921.The dynamic height is computed by dividing the NAVD 88
 GX0921.geopotential number by the normal gravity value computed on the
 GX0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0921.degrees latitude (g = 980.6199 gals.).
 GX0921
 GX0921.The modeled gravity was interpolated from observed gravity values.
 GX0921
 GX0921;                    North         East    Units  Estimated Accuracy
 GX0921;SPC WV S     -   102,280.      627,260.      MT  (+/- 180 meters Scaled)
 GX0921
 GX0921                          SUPERSEDED SURVEY CONTROL
 GX0921
 GX0921  NGVD 29 (??/??/92)  752.163  (m)         2467.72   (f) ADJ UNCH    2 0
 GX0921
 GX0921.Superseded values are not recommended for survey control.
 GX0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0921.See file dsdata.txt to determine how the superseded data were derived.
 GX0921
 GX0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB272971(NAD 83)
 GX0921_MARKER: DD = SURVEY DISK
 GX0921_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0921_SP_SET: UNSPECIFIED ROCK
 GX0921_STAMPING: W VA 2467 1920
 GX0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0921
 GX0921  HISTORY     - Date     Condition        Report By
 GX0921  HISTORY     - 1920     MONUMENTED       USGS
 GX0921  HISTORY     - 1961     GOOD             NGS
 GX0921
 GX0921                          STATION DESCRIPTION
 GX0921
 GX0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0921'2.8 MI W FROM MEADOW BLUFF.
 GX0921'ABOUT 2.75 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX0921'AT MEADOW BLUFF, 0.5 MILE EAST OF THE SOULE CHAPEL METHODIST
 GX0921'CHURCH AND CEMETERY, 0.3 MILE EAST OF THE JUNCTION OF A GRADED
 GX0921'ROAD LEADING NORTH, 34 YARDS WEST OF THE JUNCTION OF A SIDE ROAD
 GX0921'LEADING NORTHEAST IN AN OPEN FIELD, SET ON THE TOP OF THE EAST
 GX0921'END OF A 4-BY-2-FOOT ROCK, 30 FEET SOUTHWEST OF THE CENTER LINE
 GX0921'OF THE ROAD, 1 FOOT WEST OF THE EAST END OF THE ROCK AND 4 FEET
 GX0921'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2151 ***********************************************************************
 HW2151  DESIGNATION -  2467.4
 HW2151  PID         -  HW2151
 HW2151  STATE/COUNTY-  WV/POCAHONTAS
 HW2151  USGS QUAD   -  CASS (1995)
 HW2151
 HW2151                         *CURRENT SURVEY CONTROL
 HW2151  ___________________________________________________________________
 HW2151* NAD 83(1986)-  38 25 09.     (N)    079 53 53.     (W)     SCALED    
 HW2151* NAVD 88     -       752.382  (meters)    2468.44   (feet)  ADJUSTED  
 HW2151  ___________________________________________________________________
 HW2151  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HW2151  DYNAMIC HT  -         751.776 (meters)    2466.45  (feet)  COMP
 HW2151  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 HW2151
 HW2151  VERT ORDER  -  FIRST     CLASS II
 HW2151
 HW2151.The horizontal coordinates were scaled from a topographic map and have
 HW2151.an estimated accuracy of +/- 6 seconds.
 HW2151
 HW2151.The orthometric height was determined by differential leveling
 HW2151.and adjusted by the National Geodetic Survey in June 1991..
 HW2151
 HW2151.The geoid height was determined by GEOID03.
 HW2151
 HW2151.The dynamic height is computed by dividing the NAVD 88
 HW2151.geopotential number by the normal gravity value computed on the
 HW2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2151.degrees latitude (g = 980.6199 gals.).
 HW2151
 HW2151.The modeled gravity was interpolated from observed gravity values.
 HW2151
 HW2151;                    North         East    Units  Estimated Accuracy
 HW2151;SPC WV S     -   158,080.      696,220.      MT  (+/- 180 meters Scaled)
 HW2151
 HW2151                          SUPERSEDED SURVEY CONTROL
 HW2151
 HW2151  NGVD 29 (??/??/92)  752.452  (m)         2468.67   (f) ADJ UNCH    1 2
 HW2151
 HW2151.Superseded values are not recommended for survey control.
 HW2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2151.See file dsdata.txt to determine how the superseded data were derived.
 HW2151
 HW2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC961528(NAD 83)
 HW2151_MARKER: Q = CHISELED SQUARE
 HW2151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2151
 HW2151  HISTORY     - Date     Condition        Report By
 HW2151  HISTORY     - UNK      MONUMENTED       USGS
 HW2151  HISTORY     - 1934     GOOD             NGS
 HW2151
 HW2151                          STATION DESCRIPTION
 HW2151
 HW2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW2151'1.8 MI NE FROM CASS.
 HW2151'1.8 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HW2151'THE STATION AT CASS, POCAHONTAS COUNTY, 75 RAILS NORTH OF MILEPOST
 HW2151'82, AT BRIDGE 82.5, ON THE TOP OF THE WEST HEADWALL OF THE SOUTH
 HW2151'ABUTMENT, 2 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT
 HW2151'1 FOOT LOWER THAN THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1807 ***********************************************************************
 HW1807  DESIGNATION -  2476 8
 HW1807  PID         -  HW1807
 HW1807  STATE/COUNTY-  WV/POCAHONTAS
 HW1807  USGS QUAD   -  MOUNTAIN GROVE (1995)
 HW1807
 HW1807                         *CURRENT SURVEY CONTROL
 HW1807  ___________________________________________________________________
 HW1807* NAD 83(1986)-  38 07 25.     (N)    079 56 39.     (W)     SCALED    
 HW1807* NAVD 88     -       755.066  (meters)    2477.25   (feet)  ADJUSTED  
 HW1807  ___________________________________________________________________
 HW1807  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 HW1807  DYNAMIC HT  -         754.441 (meters)    2475.20  (feet)  COMP
 HW1807  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 HW1807
 HW1807  VERT ORDER  -  SECOND    CLASS 0
 HW1807
 HW1807.The horizontal coordinates were scaled from a topographic map and have
 HW1807.an estimated accuracy of +/- 6 seconds.
 HW1807
 HW1807.The orthometric height was determined by differential leveling
 HW1807.and adjusted by the National Geodetic Survey in June 1991..
 HW1807
 HW1807.The geoid height was determined by GEOID03.
 HW1807
 HW1807.The dynamic height is computed by dividing the NAVD 88
 HW1807.geopotential number by the normal gravity value computed on the
 HW1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1807.degrees latitude (g = 980.6199 gals.).
 HW1807
 HW1807.The modeled gravity was interpolated from observed gravity values.
 HW1807
 HW1807;                    North         East    Units  Estimated Accuracy
 HW1807;SPC WV S     -   125,240.      692,570.      MT  (+/- 180 meters Scaled)
 HW1807
 HW1807                          SUPERSEDED SURVEY CONTROL
 HW1807
 HW1807  NGVD 29 (??/??/92)  755.137  (m)         2477.48   (f) ADJ UNCH    2 0
 HW1807
 HW1807.Superseded values are not recommended for survey control.
 HW1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1807.See file dsdata.txt to determine how the superseded data were derived.
 HW1807
 HW1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC925200(NAD 83)
 HW1807_MARKER: N = NAIL
 HW1807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1807_SP_SET: TREE
 HW1807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1807
 HW1807  HISTORY     - Date     Condition        Report By
 HW1807  HISTORY     - UNK      MONUMENTED       USGS
 HW1807  HISTORY     - 1934     GOOD             NGS
 HW1807
 HW1807                          STATION DESCRIPTION
 HW1807
 HW1807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1807'0.4 MI E FROM RIMEL.
 HW1807'0.4 MILE EAST ALONG STATE HIGHWAY 43 FROM THE JUNCTION AT RIMEL,
 HW1807'POCAHONTAS COUNTY, 44 YARDS WEST OF THE VIRGINIA-WEST VIRGINIA
 HW1807'STATE LINE, 24 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN
 HW1807'THE NORTHWEST ROOT OF A 24-INCH OAK TREE, AND ABOUT 1 FOOT HIGHER
 HW1807'THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HW1807'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0887 ***********************************************************************
 KY0887  DESIGNATION -  25 RJH
 KY0887  PID         -  KY0887
 KY0887  STATE/COUNTY-  WV/BROOKE
 KY0887  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0887
 KY0887                         *CURRENT SURVEY CONTROL
 KY0887  ___________________________________________________________________
 KY0887* NAD 83(1986)-  40 18 25.     (N)    080 35 59.     (W)     SCALED    
 KY0887* NAVD 88     -       203.532  (meters)     667.75   (feet)  ADJUSTED  
 KY0887  ___________________________________________________________________
 KY0887  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KY0887  DYNAMIC HT  -         203.425 (meters)     667.40  (feet)  COMP
 KY0887  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 KY0887
 KY0887  VERT ORDER  -  FIRST     CLASS II
 KY0887
 KY0887.The horizontal coordinates were scaled from a topographic map and have
 KY0887.an estimated accuracy of +/- 6 seconds.
 KY0887
 KY0887.The orthometric height was determined by differential leveling
 KY0887.and adjusted by the National Geodetic Survey in June 1991..
 KY0887
 KY0887.The geoid height was determined by GEOID03.
 KY0887
 KY0887.The dynamic height is computed by dividing the NAVD 88
 KY0887.geopotential number by the normal gravity value computed on the
 KY0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0887.degrees latitude (g = 980.6199 gals.).
 KY0887
 KY0887.The modeled gravity was interpolated from observed gravity values.
 KY0887
 KY0887;                    North         East    Units  Estimated Accuracy
 KY0887;SPC WV N     -   201,180.      506,510.      MT  (+/- 180 meters Scaled)
 KY0887
 KY0887                          SUPERSEDED SURVEY CONTROL
 KY0887
 KY0887  NGVD 29 (??/??/92)  203.715  (m)          668.36   (f) ADJ UNCH    1 2
 KY0887
 KY0887.Superseded values are not recommended for survey control.
 KY0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0887.See file dsdata.txt to determine how the superseded data were derived.
 KY0887
 KY0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE340619(NAD 83)
 KY0887_MARKER: DD = SURVEY DISK
 KY0887_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0887_SP_SET: BRIDGE
 KY0887_STAMPING: TT 25 RJH 1956
 KY0887_MARK LOGO: USGS  
 KY0887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0887
 KY0887  HISTORY     - Date     Condition        Report By
 KY0887  HISTORY     - 1956     MONUMENTED       USGS
 KY0887  HISTORY     - 1957     GOOD             NGS
 KY0887  HISTORY     - 1983     POOR             NGS
 KY0887
 KY0887                          STATION DESCRIPTION
 KY0887
 KY0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0887'2.8 MI N FROM WELLSBURG.
 KY0887'ABOUT 2.75 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0887'CROSSING OF SEVENTH STREET AT WELLSBURG, ABOUT 0.25 MILE SOUTH
 KY0887'OF MILE POST 5, AT RAILROAD BRIDGE OVER MOUTH OF CROSS CREEK,
 KY0887'ABOUT 60 YARDS NORTHWEST OF CENTER OF JUNCTION OF STATE HIGHWAY
 KY0887'2 AND A ROAD LEADING EAST AND UPSTREAM ALONG CROSS CREEK, IN THE
 KY0887'TOP OF EAST END OF THE BACK WALL OF A CONCRETE CAPPED STONE
 KY0887'MASONRY ABUTMENT OF RAILROAD BRIDGE, 3.7 FEET EAST OF EAST
 KY0887'RAIL, 2.3 FEET SOUTH OF SOUTH END OF STEEL PART OF BRIDGE AND
 KY0887'1 FOOT BELOW LEVEL OF TRACK.
 KY0887
 KY0887                          STATION RECOVERY (1983)
 KY0887
 KY0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0887'RECOVERED IN POOR CONDITION.  NOTE--THE DISK HAS BEEN SAWED IN HALF
 KY0887'AND THE RIGHT PORTION REMOVED.  THE REMAINDER OF DISK IS SOLID IN
 KY0887'PLACE BUT SHOULD BE USED WITH CAUTION.  STAMPING NOW READS TT 25 R
 KY0887'1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2190 ***********************************************************************
 HX2190  DESIGNATION -  25 SM
 HX2190  PID         -  HX2190
 HX2190  STATE/COUNTY-  WV/LINCOLN
 HX2190  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2190
 HX2190                         *CURRENT SURVEY CONTROL
 HX2190  ___________________________________________________________________
 HX2190* NAD 83(1986)-  38 13 29.     (N)    081 57 53.     (W)     SCALED    
 HX2190* NAVD 88     -       210.941  (meters)     692.06   (feet)  ADJUSTED  
 HX2190  ___________________________________________________________________
 HX2190  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HX2190  DYNAMIC HT  -         210.791 (meters)     691.57  (feet)  COMP
 HX2190  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 HX2190
 HX2190  VERT ORDER  -  SECOND    CLASS 0
 HX2190
 HX2190.The horizontal coordinates were scaled from a topographic map and have
 HX2190.an estimated accuracy of +/- 6 seconds.
 HX2190
 HX2190.The orthometric height was determined by differential leveling
 HX2190.and adjusted by the National Geodetic Survey in June 1991..
 HX2190
 HX2190.The geoid height was determined by GEOID03.
 HX2190
 HX2190.The dynamic height is computed by dividing the NAVD 88
 HX2190.geopotential number by the normal gravity value computed on the
 HX2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2190.degrees latitude (g = 980.6199 gals.).
 HX2190
 HX2190.The modeled gravity was interpolated from observed gravity values.
 HX2190
 HX2190;                    North         East    Units  Estimated Accuracy
 HX2190;SPC WV S     -   136,370.      515,530.      MT  (+/- 180 meters Scaled)
 HX2190
 HX2190                          SUPERSEDED SURVEY CONTROL
 HX2190
 HX2190  NGVD 29 (??/??/92)  211.151  (m)          692.75   (f) ADJ UNCH    2 0
 HX2190
 HX2190.Superseded values are not recommended for survey control.
 HX2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2190.See file dsdata.txt to determine how the superseded data were derived.
 HX2190
 HX2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC155311(NAD 83)
 HX2190_MARKER: DD = SURVEY DISK
 HX2190_SETTING: 66 = SET IN ROCK OUTCROP
 HX2190_SP_SET: ROCK CUT BANK
 HX2190_STAMPING: 693 25 WSM 1957
 HX2190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2190+STABILITY: POSITION/ELEVATION WELL
 HX2190
 HX2190  HISTORY     - Date     Condition        Report By
 HX2190  HISTORY     - 1957     MONUMENTED       USGS
 HX2190  HISTORY     - 1957     GOOD             NGS
 HX2190
 HX2190                          STATION DESCRIPTION
 HX2190
 HX2190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HX2190'2.3 MI SE FROM GRIFFITHSVILLE.
 HX2190'ABOUT 2.3 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE HIGH
 HX2190'SCHOOL AT GRIFFITHSVILLE, AT YAWKEY, AT THE JUNCTION OF STATE
 HX2190'HIGHWAY 3 AND STATE HIGHWAY 14, 77 FEET EAST OF AND ACROSS
 HX2190'HIGHWAY 14 FROM THE EAST CORNER OF CONCRETE CURBING SURROUNDING
 HX2190'THE JUNCTION TRIANGLE, 39 FEET NORTHEAST OF THE CENTER LINE
 HX2190'OF HIGHWAY 14, SET VERTICALLY IN THE SOUTH FACE OF A SLANTING
 HX2190'LAYER OF ROCK IN CUTBANK, ABOUT 3 FEET ABOVE THE LEVEL OF HIGHWAY
 HX2190'14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0906 ***********************************************************************
 HX0906  DESIGNATION -  2505
 HX0906  PID         -  HX0906
 HX0906  STATE/COUNTY-  WV/POCAHONTAS
 HX0906  USGS QUAD   -  LOBELIA (1995)
 HX0906
 HX0906                         *CURRENT SURVEY CONTROL
 HX0906  ___________________________________________________________________
 HX0906* NAD 83(1986)-  38 08 02.     (N)    080 17 38.     (W)     SCALED    
 HX0906* NAVD 88     -       763.719  (meters)    2505.63   (feet)  ADJUSTED  
 HX0906  ___________________________________________________________________
 HX0906  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HX0906  DYNAMIC HT  -         763.090 (meters)    2503.57  (feet)  COMP
 HX0906  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 HX0906
 HX0906  VERT ORDER  -  SECOND    CLASS 0
 HX0906
 HX0906.The horizontal coordinates were scaled from a topographic map and have
 HX0906.an estimated accuracy of +/- 6 seconds.
 HX0906
 HX0906.The orthometric height was determined by differential leveling
 HX0906.and adjusted by the National Geodetic Survey in June 1991..
 HX0906
 HX0906.The geoid height was determined by GEOID03.
 HX0906
 HX0906.The dynamic height is computed by dividing the NAVD 88
 HX0906.geopotential number by the normal gravity value computed on the
 HX0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0906.degrees latitude (g = 980.6199 gals.).
 HX0906
 HX0906.The modeled gravity was interpolated from observed gravity values.
 HX0906
 HX0906;                    North         East    Units  Estimated Accuracy
 HX0906;SPC WV S     -   126,080.      661,900.      MT  (+/- 180 meters Scaled)
 HX0906
 HX0906                          SUPERSEDED SURVEY CONTROL
 HX0906
 HX0906  NGVD 29 (??/??/92)  763.818  (m)         2505.96   (f) ADJ UNCH    2 0
 HX0906
 HX0906.Superseded values are not recommended for survey control.
 HX0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0906.See file dsdata.txt to determine how the superseded data were derived.
 HX0906
 HX0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC618209(NAD 83)
 HX0906_MARKER: DD = SURVEY DISK
 HX0906_SETTING: 80 = SET IN A BOULDER
 HX0906_SP_SET: BOULDER
 HX0906_STAMPING: 2505
 HX0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0906+STABILITY: SURFACE MOTION
 HX0906
 HX0906  HISTORY     - Date     Condition        Report By
 HX0906  HISTORY     - UNK      MONUMENTED       USGS
 HX0906  HISTORY     - 1962     GOOD             NGS
 HX0906
 HX0906                          STATION DESCRIPTION
 HX0906
 HX0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0906'AT LOBELIA.
 HX0906'AT LOBELIA, ABOUT 64 YARDS NORTHEAST OF JUNCTION OF A GRADED
 HX0906'ROAD LEADING NORTHWEST, SET ON TOP OF A 6-BY-12 FOOT BOULDER ON
 HX0906'THE OUTSIDE OF A SLIGHT CURVE, 17 FEET SOUTHEAST OF THE CENTER
 HX0906'LINE OF THE BLACK TOP ROAD, 56 FEET SOUTHEAST OF AND ACROSS THE
 HX0906'ROAD FROM THE SOUTHEAST CORNER OF A WHITE WOODEN FRAME HOUSE,
 HX0906'5 1/2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE, 4 FEET
 HX0906'SOUTHEAST OF THE NORTHWEST END OF THE ROCK, 2 FEET SOUTHWEST OF
 HX0906'THE NORTHEAST EDGE OF THE BOULDER, AND ABOUT 1 1/2 FEET ABOVE
 HX0906'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1915 ***********************************************************************
 HW1915  DESIGNATION -  2574
 HW1915  PID         -  HW1915
 HW1915  STATE/COUNTY-  WV/RANDOLPH
 HW1915  USGS QUAD   -  GLADY (1995)
 HW1915
 HW1915                         *CURRENT SURVEY CONTROL
 HW1915  ___________________________________________________________________
 HW1915* NAD 83(1986)-  38 48 53.     (N)    079 44 25.     (W)     SCALED    
 HW1915* NAVD 88     -       784.976  (meters)    2575.38   (feet)  ADJUSTED  
 HW1915  ___________________________________________________________________
 HW1915  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HW1915  DYNAMIC HT  -         784.381 (meters)    2573.42  (feet)  COMP
 HW1915  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 HW1915
 HW1915  VERT ORDER  -  SECOND    CLASS 0
 HW1915
 HW1915.The horizontal coordinates were scaled from a topographic map and have
 HW1915.an estimated accuracy of +/- 6 seconds.
 HW1915
 HW1915.The orthometric height was determined by differential leveling
 HW1915.and adjusted by the National Geodetic Survey in June 1991..
 HW1915
 HW1915.The geoid height was determined by GEOID03.
 HW1915
 HW1915.The dynamic height is computed by dividing the NAVD 88
 HW1915.geopotential number by the normal gravity value computed on the
 HW1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1915.degrees latitude (g = 980.6199 gals.).
 HW1915
 HW1915.The modeled gravity was interpolated from observed gravity values.
 HW1915
 HW1915;                    North         East    Units  Estimated Accuracy
 HW1915;SPC WV S     -   202,160.      709,400.      MT  (+/- 180 meters Scaled)
 HW1915
 HW1915                          SUPERSEDED SURVEY CONTROL
 HW1915
 HW1915  NGVD 29 (??/??/92)  785.108  (m)         2575.81   (f) ADJ UNCH    2 0
 HW1915
 HW1915.Superseded values are not recommended for survey control.
 HW1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1915.See file dsdata.txt to determine how the superseded data were derived.
 HW1915
 HW1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC093969(NAD 83)
 HW1915_MARKER: DD = SURVEY DISK
 HW1915_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HW1915_SP_SET: BRIDGE ABUTMENT
 HW1915_STAMPING: 2574
 HW1915_MARK LOGO: USGS  
 HW1915_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW1915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1915
 HW1915  HISTORY     - Date     Condition        Report By
 HW1915  HISTORY     - UNK      MONUMENTED       USGS
 HW1915  HISTORY     - 1962     GOOD             NGS
 HW1915  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1915  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1915  HISTORY     - 19971020 GOOD             USE
 HW1915
 HW1915                          STATION DESCRIPTION
 HW1915
 HW1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1915'0.1 MI N FROM BEMIS.
 HW1915'ABOUT 0.1 MILE NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM
 HW1915'A GRAVEL ROAD CROSSING AT BEMIS, SET ON TOP OF THE EAST END OF THE
 HW1915'NORTH STONE ABUTMENT OF A BRIDGE OVER FISHINGHAWK CREEK, 5 1/2 FEET
 HW1915'EAST OF THE EAST RAIL, 0.9 FEET WEST OF THE EAST EDGE OF THE
 HW1915'ABUTMENT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 HW1915
 HW1915                          STATION RECOVERY (1983)
 HW1915
 HW1915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1915'MARK NOT FOUND.
 HW1915
 HW1915                          STATION RECOVERY (1983)
 HW1915
 HW1915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1915'MARK NOT FOUND.
 HW1915
 HW1915                          STATION RECOVERY (1997)
 HW1915
 HW1915'RECOVERY NOTE BY US ENGINEERS 1997
 HW1915'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1947 ***********************************************************************
 HW1947  DESIGNATION -  2627.2
 HW1947  PID         -  HW1947
 HW1947  STATE/COUNTY-  WV/RANDOLPH
 HW1947  USGS QUAD   -  BOWDEN (1995)
 HW1947
 HW1947                         *CURRENT SURVEY CONTROL
 HW1947  ___________________________________________________________________
 HW1947* NAD 83(1986)-  38 53 42.     (N)    079 38 51.     (W)     SCALED    
 HW1947* NAVD 88     -       801.041  (meters)    2628.08   (feet)  ADJUSTED  
 HW1947  ___________________________________________________________________
 HW1947  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HW1947  DYNAMIC HT  -         800.440 (meters)    2626.11  (feet)  COMP
 HW1947  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 HW1947
 HW1947  VERT ORDER  -  SECOND    CLASS 0
 HW1947
 HW1947.The horizontal coordinates were scaled from a topographic map and have
 HW1947.an estimated accuracy of +/- 6 seconds.
 HW1947
 HW1947.The orthometric height was determined by differential leveling
 HW1947.and adjusted by the National Geodetic Survey in June 1991..
 HW1947
 HW1947.The geoid height was determined by GEOID03.
 HW1947
 HW1947.The dynamic height is computed by dividing the NAVD 88
 HW1947.geopotential number by the normal gravity value computed on the
 HW1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1947.degrees latitude (g = 980.6199 gals.).
 HW1947
 HW1947.The modeled gravity was interpolated from observed gravity values.
 HW1947
 HW1947;                    North         East    Units  Estimated Accuracy
 HW1947;SPC WV S     -   211,190.      717,330.      MT  (+/- 180 meters Scaled)
 HW1947
 HW1947                          SUPERSEDED SURVEY CONTROL
 HW1947
 HW1947  NGVD 29 (??/??/92)  801.176  (m)         2628.52   (f) ADJ UNCH    2 0
 HW1947
 HW1947.Superseded values are not recommended for survey control.
 HW1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1947.See file dsdata.txt to determine how the superseded data were derived.
 HW1947
 HW1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD172059(NAD 83)
 HW1947_MARKER: Q = CHISELED SQUARE
 HW1947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1947_SP_SET: BRIDGE
 HW1947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1947
 HW1947  HISTORY     - Date     Condition        Report By
 HW1947  HISTORY     - UNK      MONUMENTED       USGS
 HW1947  HISTORY     - 1934     GOOD             NGS
 HW1947
 HW1947                          STATION DESCRIPTION
 HW1947
 HW1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1947'AT EVENWOOD.
 HW1947'AT EVENWOOD, RANDOLPH COUNTY, ON U.S. HIGHWAY 33, 100 YARDS
 HW1947'SOUTH OF THE POST OFFICE, AT THE BRIDGE OVER GLADY FORK, IN THE
 HW1947'TOP OF THE WEST END OF THE BACK WALL OF THE NORTH ABUTMENT, AND
 HW1947'4 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0288 ***********************************************************************
 HX0288  DESIGNATION -  2701
 HX0288  PID         -  HX0288
 HX0288  STATE/COUNTY-  WV/RANDOLPH
 HX0288  USGS QUAD   -  PICKENS (1977)
 HX0288
 HX0288                         *CURRENT SURVEY CONTROL
 HX0288  ___________________________________________________________________
 HX0288* NAD 83(1986)-  38 39 10.     (N)    080 12 41.     (W)     SCALED    
 HX0288* NAVD 88     -       823.172  (meters)    2700.69   (feet)  ADJUSTED  
 HX0288  ___________________________________________________________________
 HX0288  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX0288  DYNAMIC HT  -         822.530 (meters)    2698.58  (feet)  COMP
 HX0288  MODELED GRAV-     979,820.1   (mgal)                       NAVD 88
 HX0288
 HX0288  VERT ORDER  -  SECOND    CLASS 0
 HX0288
 HX0288.The horizontal coordinates were scaled from a topographic map and have
 HX0288.an estimated accuracy of +/- 6 seconds.
 HX0288
 HX0288.The orthometric height was determined by differential leveling
 HX0288.and adjusted by the National Geodetic Survey in June 1991..
 HX0288
 HX0288.The geoid height was determined by GEOID03.
 HX0288
 HX0288.The dynamic height is computed by dividing the NAVD 88
 HX0288.geopotential number by the normal gravity value computed on the
 HX0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0288.degrees latitude (g = 980.6199 gals.).
 HX0288
 HX0288.The modeled gravity was interpolated from observed gravity values.
 HX0288
 HX0288;                    North         East    Units  Estimated Accuracy
 HX0288;SPC WV S     -   183,740.      668,640.      MT  (+/- 180 meters Scaled)
 HX0288
 HX0288                          SUPERSEDED SURVEY CONTROL
 HX0288
 HX0288  NGVD 29 (??/??/92)  823.299  (m)         2701.11   (f) ADJ UNCH    2 0
 HX0288
 HX0288.Superseded values are not recommended for survey control.
 HX0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0288.See file dsdata.txt to determine how the superseded data were derived.
 HX0288
 HX0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC686785(NAD 83)
 HX0288_MARKER: DD = SURVEY DISK
 HX0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0288_SP_SET: RETAINING WALL
 HX0288_STAMPING: 2701
 HX0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0288
 HX0288  HISTORY     - Date     Condition        Report By
 HX0288  HISTORY     - UNK      MONUMENTED       USGS
 HX0288  HISTORY     - 1962     GOOD             NGS
 HX0288
 HX0288                          STATION DESCRIPTION
 HX0288
 HX0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0288'0.2 MI SW FROM PICKENS.
 HX0288'ABOUT 0.2 MILE SOUTHWEST ALONG A GRAVEL ROAD LEADING TO SKELT
 HX0288'FROM THE POST OFFICE AT PICKENS, SET ON TOP OF A RETAINING WALL
 HX0288'(STONE BLOCK) THAT IS ABOUT 134 FEET LONG, 21 FEET SOUTHEAST OF
 HX0288'THE CENTER LINE OF THE ROAD, 32 FEET NORTH OF THE NORTH CORNER
 HX0288'OF A TWO STORY WHITE HOUSE, 101 FEET NORTHEAST OF THE NORTH
 HX0288'CORNER OF A TWO STORY WHITE HOUSE, 101 FEET NORTHEAST OF THE
 HX0288'CENTER OF A ROAD JUNCTION, 46 FEET SOUTHWEST OF THE CENTER LINE
 HX0288'OF A NARROW DIRT ROAD, 0.9 FOOT SOUTHEAST OF THE NORTHWEST END OF
 HX0288'THE WALL, ABOUT LEVEL WITH THE GROUND, AND ABOUT 4 FEET ABOVE
 HX0288'THE LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK IS SET IN A POOR
 HX0288'STRUCTURE, USE ELEVATION WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1940 ***********************************************************************
 HW1940  DESIGNATION -  2732.1
 HW1940  PID         -  HW1940
 HW1940  STATE/COUNTY-  WV/POCAHONTAS
 HW1940  USGS QUAD   -  DURBIN (1995)
 HW1940
 HW1940                         *CURRENT SURVEY CONTROL
 HW1940  ___________________________________________________________________
 HW1940* NAD 83(1986)-  38 33 00.     (N)    079 49 56.     (W)     SCALED    
 HW1940* NAVD 88     -       833.024  (meters)    2733.01   (feet)  ADJUSTED  
 HW1940  ___________________________________________________________________
 HW1940  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HW1940  DYNAMIC HT  -         832.360 (meters)    2730.83  (feet)  COMP
 HW1940  MODELED GRAV-     979,802.8   (mgal)                       NAVD 88
 HW1940
 HW1940  VERT ORDER  -  FIRST     CLASS II
 HW1940
 HW1940.The horizontal coordinates were scaled from a topographic map and have
 HW1940.an estimated accuracy of +/- 6 seconds.
 HW1940
 HW1940.The orthometric height was determined by differential leveling
 HW1940.and adjusted by the National Geodetic Survey in June 1991..
 HW1940
 HW1940.The geoid height was determined by GEOID03.
 HW1940
 HW1940.The dynamic height is computed by dividing the NAVD 88
 HW1940.geopotential number by the normal gravity value computed on the
 HW1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1940.degrees latitude (g = 980.6199 gals.).
 HW1940
 HW1940.The modeled gravity was interpolated from observed gravity values.
 HW1940
 HW1940;                    North         East    Units  Estimated Accuracy
 HW1940;SPC WV S     -   172,680.      701,790.      MT  (+/- 180 meters Scaled)
 HW1940
 HW1940                          SUPERSEDED SURVEY CONTROL
 HW1940
 HW1940  NGVD 29 (??/??/92)  833.088  (m)         2733.22   (f) ADJ UNCH    1 2
 HW1940
 HW1940.Superseded values are not recommended for survey control.
 HW1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1940.See file dsdata.txt to determine how the superseded data were derived.
 HW1940
 HW1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC017674(NAD 83)
 HW1940_MARKER: Q = CHISELED SQUARE
 HW1940_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1940_SP_SET: BRIDGE
 HW1940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1940
 HW1940  HISTORY     - Date     Condition        Report By
 HW1940  HISTORY     - UNK      MONUMENTED       USGS
 HW1940  HISTORY     - 1933     GOOD             NGS
 HW1940  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1940
 HW1940                          STATION DESCRIPTION
 HW1940
 HW1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1940'0.6 MI W FROM DURBIN.
 HW1940'0.6 MILE WEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE UNION
 HW1940'STATION AT DURBIN, POCAHONTAS COUNTY, AT WEST DURBIN, ON STATE
 HW1940'HIGHWAY 56, 95 YARDS WEST OF THE TRACK, AT THE WEST END OF THE
 HW1940'HIGHWAY BRIDGE OVER THE WEST FORK OF GREENBRIER RIVER, AND ON
 HW1940'THE TOP OF THE SOUTH END OF THE WEST ABUTMENT.  A CHISELED SQUARE.
 HW1940
 HW1940                          STATION RECOVERY (1983)
 HW1940
 HW1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2920 ***********************************************************************
 JV2920  DESIGNATION -  275 USGS
 JV2920  PID         -  JV2920
 JV2920  STATE/COUNTY-  WV/JEFFERSON
 JV2920  USGS QUAD   -  HARPERS FERRY (1988)
 JV2920
 JV2920                         *CURRENT SURVEY CONTROL
 JV2920  ___________________________________________________________________
 JV2920* NAD 83(1986)-  39 19 24.     (N)    077 43 51.     (W)     SCALED    
 JV2920* NAVD 88     -        83.466  (meters)     273.84   (feet)  ADJUSTED  
 JV2920  ___________________________________________________________________
 JV2920  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JV2920  DYNAMIC HT  -          83.417 (meters)     273.68  (feet)  COMP
 JV2920  MODELED GRAV-     980,042.0   (mgal)                       NAVD 88
 JV2920
 JV2920  VERT ORDER  -  FIRST     CLASS II
 JV2920
 JV2920.The horizontal coordinates were scaled from a topographic map and have
 JV2920.an estimated accuracy of +/- 6 seconds.
 JV2920
 JV2920.The orthometric height was determined by differential leveling
 JV2920.and adjusted by the National Geodetic Survey in June 1991..
 JV2920
 JV2920.The geoid height was determined by GEOID03.
 JV2920
 JV2920.The dynamic height is computed by dividing the NAVD 88
 JV2920.geopotential number by the normal gravity value computed on the
 JV2920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2920.degrees latitude (g = 980.6199 gals.).
 JV2920
 JV2920.The modeled gravity was interpolated from observed gravity values.
 JV2920
 JV2920;                    North         East    Units  Estimated Accuracy
 JV2920;SPC WV N     -    92,910.      752,540.      MT  (+/- 180 meters Scaled)
 JV2920
 JV2920                          SUPERSEDED SURVEY CONTROL
 JV2920
 JV2920  NGVD 29 (??/??/??)   83.649  (m)          274.44   (f) ADJUSTED    1 2
 JV2920
 JV2920.Superseded values are not recommended for survey control.
 JV2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2920.See file dsdata.txt to determine how the superseded data were derived.
 JV2920
 JV2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ645562(NAD 83)
 JV2920_MARKER: DD = SURVEY DISK
 JV2920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2920_SP_SET: BUILDING
 JV2920_STAMPING: 275 ADJ
 JV2920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2920
 JV2920  HISTORY     - Date     Condition        Report By
 JV2920  HISTORY     - UNK      MONUMENTED       USGS
 JV2920  HISTORY     - 1929     GOOD             CGS
 JV2920
 JV2920                          STATION DESCRIPTION
 JV2920
 JV2920'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JV2920'AT HARPERS FERRY.
 JV2920'AT HARPERS FERRY, JEFFERSON COUNTY, SOUTHWEST ACROSS THE STREET
 JV2920'FROM THE POST OFFICE BUILDING, IN THE FRONT FACE OF THE MURPHY
 JV2920'CONFECTIONERY STORE, AND ON THE SOUTH SIDE OF THE MAIN ENTRANCE.
 JV2920'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 275 ADJ.
 JV2920'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3935 ***********************************************************************
 JV3935  DESIGNATION -  275 USGS RESET 1976
 JV3935  PID         -  JV3935
 JV3935  STATE/COUNTY-  WV/JEFFERSON
 JV3935  USGS QUAD   -  HARPERS FERRY (1988)
 JV3935
 JV3935                         *CURRENT SURVEY CONTROL
 JV3935  ___________________________________________________________________
 JV3935* NAD 83(1986)-  39 19 21.     (N)    077 43 47.     (W)     SCALED    
 JV3935* NAVD 88     -        83.916  (meters)     275.31   (feet)  ADJUSTED  
 JV3935  ___________________________________________________________________
 JV3935  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JV3935  DYNAMIC HT  -          83.867 (meters)     275.15  (feet)  COMP
 JV3935  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 JV3935
 JV3935  VERT ORDER  -  FIRST     CLASS II
 JV3935
 JV3935.The horizontal coordinates were scaled from a topographic map and have
 JV3935.an estimated accuracy of +/- 6 seconds.
 JV3935
 JV3935.The orthometric height was determined by differential leveling
 JV3935.and adjusted by the National Geodetic Survey in June 1991..
 JV3935
 JV3935.The geoid height was determined by GEOID03.
 JV3935
 JV3935.The dynamic height is computed by dividing the NAVD 88
 JV3935.geopotential number by the normal gravity value computed on the
 JV3935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3935.degrees latitude (g = 980.6199 gals.).
 JV3935
 JV3935.The modeled gravity was interpolated from observed gravity values.
 JV3935
 JV3935;                    North         East    Units  Estimated Accuracy
 JV3935;SPC WV N     -    92,820.      752,640.      MT  (+/- 180 meters Scaled)
 JV3935
 JV3935                          SUPERSEDED SURVEY CONTROL
 JV3935
 JV3935  NGVD 29 (??/??/??)   84.11   (m)          276.0    (f) RESET       3  
 JV3935
 JV3935.Superseded values are not recommended for survey control.
 JV3935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3935.See file dsdata.txt to determine how the superseded data were derived.
 JV3935
 JV3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ646561(NAD 83)
 JV3935_MARKER: DB = BENCH MARK DISK
 JV3935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3935_SP_SET: BUILDING
 JV3935_STAMPING: 275 ADJ 1929 USGS RESET 1976
 JV3935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV3935+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2003
 JV3935
 JV3935  HISTORY     - Date     Condition        Report By
 JV3935  HISTORY     - 1976     MONUMENTED       NGS
 JV3935  HISTORY     - 1979     GOOD             NGS
 JV3935  HISTORY     - 20031212 GOOD             GEOCAC
 JV3935
 JV3935                          STATION DESCRIPTION
 JV3935
 JV3935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3935'IN HARPERS FERRY.
 JV3935'THE MARK IS LOCATED IN THE SOUTH PART OF HARPERS FERRY, SET VERTICALLY
 JV3935'IN THE EAST FACE AND 1 FOOT NORTHWEST OF THE EAST CORNER OF THE
 JV3935'JOHN E P DAINGERFIELD HOUSE, 50 YARDS SOUTH OF THE INTERSECTION OF
 JV3935'HIGH AND SHENANDOAH STREETS, 78 FEET SOUTHEAST OF THE CENTER OF
 JV3935'SHENANDOAH STREET AND 36 FEET SOUTHEAST OF THE NORTH CORNER OF
 JV3935'THE HOUSE.
 JV3935
 JV3935                          STATION RECOVERY (2003)
 JV3935
 JV3935'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 JV3935'BUILDING IS NOW KNOWN AS THE MASTER ARMORER'S HOUSE HOUSING PARK
 JV3935'INFORMATION CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0822 ***********************************************************************
 GX0822  DESIGNATION -  2770 B
 GX0822  PID         -  GX0822
 GX0822  STATE/COUNTY-  WV/FAYETTE
 GX0822  USGS QUAD   -  RAINELLE (1976)
 GX0822
 GX0822                         *CURRENT SURVEY CONTROL
 GX0822  ___________________________________________________________________
 GX0822* NAD 83(1986)-  37 52 46.     (N)    080 48 32.     (W)     SCALED    
 GX0822* NAVD 88     -       844.255  (meters)    2769.86   (feet)  ADJUSTED  
 GX0822  ___________________________________________________________________
 GX0822  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX0822  DYNAMIC HT  -         843.541 (meters)    2767.52  (feet)  COMP
 GX0822  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 GX0822
 GX0822  VERT ORDER  -  SECOND    CLASS 0
 GX0822
 GX0822.The horizontal coordinates were scaled from a topographic map and have
 GX0822.an estimated accuracy of +/- 6 seconds.
 GX0822
 GX0822.The orthometric height was determined by differential leveling
 GX0822.and adjusted by the National Geodetic Survey in June 1991..
 GX0822
 GX0822.The geoid height was determined by GEOID03.
 GX0822
 GX0822.The dynamic height is computed by dividing the NAVD 88
 GX0822.geopotential number by the normal gravity value computed on the
 GX0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0822.degrees latitude (g = 980.6199 gals.).
 GX0822
 GX0822.The modeled gravity was interpolated from observed gravity values.
 GX0822
 GX0822;                    North         East    Units  Estimated Accuracy
 GX0822;SPC WV S     -    97,630.      616,810.      MT  (+/- 180 meters Scaled)
 GX0822
 GX0822                          SUPERSEDED SURVEY CONTROL
 GX0822
 GX0822  NGVD 29 (??/??/92)  844.396  (m)         2770.32   (f) ADJ UNCH    2 0
 GX0822
 GX0822.Superseded values are not recommended for survey control.
 GX0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0822.See file dsdata.txt to determine how the superseded data were derived.
 GX0822
 GX0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB168924(NAD 83)
 GX0822_MARKER: DD = SURVEY DISK
 GX0822_SETTING: 66 = SET IN ROCK OUTCROP
 GX0822_SP_SET: ROCK LEDGE
 GX0822_STAMPING: 2770 3 B 2
 GX0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0822+STABILITY: POSITION/ELEVATION WELL
 GX0822
 GX0822  HISTORY     - Date     Condition        Report By
 GX0822  HISTORY     - UNK      MONUMENTED       USGS
 GX0822  HISTORY     - 1961     GOOD             NGS
 GX0822
 GX0822                          STATION DESCRIPTION
 GX0822
 GX0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0822'3.4 MI NE FROM MEADOW BRIDGE.
 GX0822'ABOUT 3.35 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0822'CHESAPEAKE AND OHIO RAILWAY STATION AT MEADOW BRIDGE, ABOUT 0.1
 GX0822'MILE SOUTHWEST OF THE JUNCTION OF A BLACK TOP ROAD LEADING EAST,
 GX0822'ABOUT 110 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE C AND O
 GX0822'STATION AT SPRING DALE, NEAR THE NORTH CORNER OF A YARD FOR A
 GX0822'ONE-STORY RED FRAME HOUSE, SET ON THE TOP OF A ROCK LEDGE ABOUT
 GX0822'15 FEET LONG AND 4 FEET HIGH, 42 FEET SOUTHEAST OF THE CENTER
 GX0822'LINE OF THE HIGHWAY, 2 1/2 FEET SOUTHEAST OF THE NORTHWEST EDGE OF
 GX0822'THE ROCK AND 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2002 ***********************************************************************
 HW2002  DESIGNATION -  2783
 HW2002  PID         -  HW2002
 HW2002  STATE/COUNTY-  WV/POCAHONTAS
 HW2002  USGS QUAD   -  DURBIN (1995)
 HW2002
 HW2002                         *CURRENT SURVEY CONTROL
 HW2002  ___________________________________________________________________
 HW2002* NAD 83(1986)-  38 32 32.     (N)    079 47 04.     (W)     SCALED    
 HW2002* NAVD 88     -       848.573  (meters)    2784.03   (feet)  ADJUSTED  
 HW2002  ___________________________________________________________________
 HW2002  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HW2002  DYNAMIC HT  -         847.896 (meters)    2781.81  (feet)  COMP
 HW2002  MODELED GRAV-     979,800.9   (mgal)                       NAVD 88
 HW2002
 HW2002  VERT ORDER  -  SECOND    CLASS 0
 HW2002
 HW2002.The horizontal coordinates were scaled from a topographic map and have
 HW2002.an estimated accuracy of +/- 6 seconds.
 HW2002
 HW2002.The orthometric height was determined by differential leveling
 HW2002.and adjusted by the National Geodetic Survey in June 1991..
 HW2002
 HW2002.The geoid height was determined by GEOID03.
 HW2002
 HW2002.The dynamic height is computed by dividing the NAVD 88
 HW2002.geopotential number by the normal gravity value computed on the
 HW2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2002.degrees latitude (g = 980.6199 gals.).
 HW2002
 HW2002.The modeled gravity was interpolated from observed gravity values.
 HW2002
 HW2002;                    North         East    Units  Estimated Accuracy
 HW2002;SPC WV S     -   171,870.      705,970.      MT  (+/- 180 meters Scaled)
 HW2002
 HW2002                          SUPERSEDED SURVEY CONTROL
 HW2002
 HW2002  NGVD 29 (??/??/92)  848.637  (m)         2784.24   (f) ADJ UNCH    2 0
 HW2002
 HW2002.Superseded values are not recommended for survey control.
 HW2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2002.See file dsdata.txt to determine how the superseded data were derived.
 HW2002
 HW2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC059666(NAD 83)
 HW2002_MARKER: Q = CHISELED SQUARE
 HW2002_SETTING: 66 = SET IN ROCK OUTCROP
 HW2002_SP_SET: ROCK OUTCROP
 HW2002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2002+STABILITY: POSITION/ELEVATION WELL
 HW2002
 HW2002  HISTORY     - Date     Condition        Report By
 HW2002  HISTORY     - UNK      MONUMENTED       USGS
 HW2002  HISTORY     - 1934     GOOD             NGS
 HW2002  HISTORY     - 1966     GOOD             USGS
 HW2002
 HW2002                          STATION DESCRIPTION
 HW2002
 HW2002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW2002'AT BARTOW.
 HW2002'AT BARTOW, POCAHONTAS COUNTY, ON U.S. HIGHWAY 250, 800 FEET
 HW2002'WEST OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 19 FEET WEST
 HW2002'OF BENCH MARK H 122 (U.S.G.S.), AND ON THE TOP OF A ROCK OUTCROP.
 HW2002
 HW2002                          STATION RECOVERY (1966)
 HW2002
 HW2002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HW2002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0873 ***********************************************************************
 HX0873  DESIGNATION -  2786
 HX0873  PID         -  HX0873
 HX0873  STATE/COUNTY-  WV/GREENBRIER
 HX0873  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0873
 HX0873                         *CURRENT SURVEY CONTROL
 HX0873  ___________________________________________________________________
 HX0873* NAD 83(1986)-  38 13 46.     (N)    080 26 36.     (W)     SCALED    
 HX0873* NAVD 88     -       849.617  (meters)    2787.45   (feet)  ADJUSTED  
 HX0873  ___________________________________________________________________
 HX0873  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HX0873  DYNAMIC HT  -         848.917 (meters)    2785.16  (feet)  COMP
 HX0873  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 HX0873
 HX0873  VERT ORDER  -  SECOND    CLASS 0
 HX0873
 HX0873.The horizontal coordinates were scaled from a topographic map and have
 HX0873.an estimated accuracy of +/- 6 seconds.
 HX0873
 HX0873.The orthometric height was determined by differential leveling
 HX0873.and adjusted by the National Geodetic Survey in June 1991..
 HX0873
 HX0873.The geoid height was determined by GEOID03.
 HX0873
 HX0873.The dynamic height is computed by dividing the NAVD 88
 HX0873.geopotential number by the normal gravity value computed on the
 HX0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0873.degrees latitude (g = 980.6199 gals.).
 HX0873
 HX0873.The modeled gravity was interpolated from observed gravity values.
 HX0873
 HX0873;                    North         East    Units  Estimated Accuracy
 HX0873;SPC WV S     -   136,600.      648,740.      MT  (+/- 180 meters Scaled)
 HX0873
 HX0873                          SUPERSEDED SURVEY CONTROL
 HX0873
 HX0873  NGVD 29 (??/??/92)  849.725  (m)         2787.81   (f) ADJ UNCH    2 0
 HX0873
 HX0873.Superseded values are not recommended for survey control.
 HX0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0873.See file dsdata.txt to determine how the superseded data were derived.
 HX0873
 HX0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC487314(NAD 83)
 HX0873_MARKER: DD = SURVEY DISK
 HX0873_SETTING: 80 = SET IN A BOULDER
 HX0873_SP_SET: BOULDER
 HX0873_STAMPING: 2786 W VA
 HX0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0873+STABILITY: SURFACE MOTION
 HX0873
 HX0873  HISTORY     - Date     Condition        Report By
 HX0873  HISTORY     - UNK      MONUMENTED       USGS
 HX0873  HISTORY     - 1962     GOOD             NGS
 HX0873
 HX0873                          STATION DESCRIPTION
 HX0873
 HX0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0873'7.7 MI E FROM RICHWOOD.
 HX0873'7.7 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 HX0873'RICHWOOD, AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST TO SUMMIT
 HX0873'LAKE, SET ON TOP OF THE NORTHEAST END OF THE SOUTHEAST ONE OF TWO
 HX0873'ROCKS, THE ROCK IN WHICH THE MARK IS ABOUT 30-FOOT LONG BY 6-FOOT
 HX0873'WIDE AT THE NORTHWEST SIDE, 84 FEET SOUTH OF THE CENTER LINE OF
 HX0873'THE HIGHWAY, 55 FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVEL
 HX0873'ROAD, 1.2 FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK, AND
 HX0873'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2921 ***********************************************************************
 JV2921  DESIGNATION -  279 USGS
 JV2921  PID         -  JV2921
 JV2921  STATE/COUNTY-  WV/JEFFERSON
 JV2921  USGS QUAD   -  HARPERS FERRY (1988)
 JV2921
 JV2921                         *CURRENT SURVEY CONTROL
 JV2921  ___________________________________________________________________
 JV2921* NAD 83(1986)-  39 19 28.     (N)    077 43 49.     (W)     SCALED    
 JV2921* NAVD 88     -        84.859  (meters)     278.41   (feet)  ADJUSTED  
 JV2921  ___________________________________________________________________
 JV2921  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JV2921  DYNAMIC HT  -          84.809 (meters)     278.24  (feet)  COMP
 JV2921  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 JV2921
 JV2921  VERT ORDER  -  FIRST     CLASS II
 JV2921
 JV2921.The horizontal coordinates were scaled from a topographic map and have
 JV2921.an estimated accuracy of +/- 6 seconds.
 JV2921
 JV2921.The orthometric height was determined by differential leveling
 JV2921.and adjusted by the National Geodetic Survey in June 1991..
 JV2921
 JV2921.The geoid height was determined by GEOID03.
 JV2921
 JV2921.The dynamic height is computed by dividing the NAVD 88
 JV2921.geopotential number by the normal gravity value computed on the
 JV2921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2921.degrees latitude (g = 980.6199 gals.).
 JV2921
 JV2921.The modeled gravity was interpolated from observed gravity values.
 JV2921
 JV2921;                    North         East    Units  Estimated Accuracy
 JV2921;SPC WV N     -    93,030.      752,590.      MT  (+/- 180 meters Scaled)
 JV2921
 JV2921                          SUPERSEDED SURVEY CONTROL
 JV2921
 JV2921  NGVD 29 (??/??/??)   85.042  (m)          279.01   (f) ADJUSTED    1 2
 JV2921
 JV2921.Superseded values are not recommended for survey control.
 JV2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2921.See file dsdata.txt to determine how the superseded data were derived.
 JV2921
 JV2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ646563(NAD 83)
 JV2921_MARKER: Z = SEE DESCRIPTION
 JV2921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2921_SP_SET: BRIDGE
 JV2921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2921
 JV2921  HISTORY     - Date     Condition        Report By
 JV2921  HISTORY     - UNK      MONUMENTED       USGS
 JV2921  HISTORY     - 1929     GOOD             CGS
 JV2921  HISTORY     - 1983     MARK NOT FOUND   NGS
 JV2921
 JV2921                          STATION DESCRIPTION
 JV2921
 JV2921'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JV2921'AT HARPERS FERRY.
 JV2921'AT HARPERS FERRY, JEFFERSON COUNTY, AT THE HIGHWAY BRIDGE, NEAR
 JV2921'THE TOLL OFFICE, AND ON THE SOUTHWEST CORNER OF THE SOUTH END
 JV2921'OF THE WEST ABUTMENT.  AN UNMARKED POINT.
 JV2921
 JV2921                          STATION RECOVERY (1983)
 JV2921
 JV2921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0786 ***********************************************************************
 JW0786  DESIGNATION -  28 A BORR
 JW0786  PID         -  JW0786
 JW0786  STATE/COUNTY-  WV/MINERAL
 JW0786  USGS QUAD   -  WESTERNPORT (1981)
 JW0786
 JW0786                         *CURRENT SURVEY CONTROL
 JW0786  ___________________________________________________________________
 JW0786* NAD 83(1986)-  39 28 23.     (N)    079 03 46.     (W)     SCALED    
 JW0786* NAVD 88     -       288.984  (meters)     948.11   (feet)  ADJUSTED  
 JW0786  ___________________________________________________________________
 JW0786  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JW0786  DYNAMIC HT  -         288.787 (meters)     947.46  (feet)  COMP
 JW0786  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 JW0786
 JW0786  VERT ORDER  -  SECOND    CLASS 0
 JW0786
 JW0786.The horizontal coordinates were scaled from a topographic map and have
 JW0786.an estimated accuracy of +/- 6 seconds.
 JW0786
 JW0786.The orthometric height was determined by differential leveling
 JW0786.and adjusted by the National Geodetic Survey in June 1991..
 JW0786
 JW0786.The geoid height was determined by GEOID03.
 JW0786
 JW0786.The dynamic height is computed by dividing the NAVD 88
 JW0786.geopotential number by the normal gravity value computed on the
 JW0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0786.degrees latitude (g = 980.6199 gals.).
 JW0786
 JW0786.The modeled gravity was interpolated from observed gravity values.
 JW0786
 JW0786;                    North         East    Units  Estimated Accuracy
 JW0786;SPC WV N     -   108,120.      637,620.      MT  (+/- 180 meters Scaled)
 JW0786
 JW0786                          SUPERSEDED SURVEY CONTROL
 JW0786
 JW0786  NGVD 29 (??/??/92)  289.151  (m)          948.66   (f) ADJ UNCH    2 0
 JW0786
 JW0786.Superseded values are not recommended for survey control.
 JW0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0786.See file dsdata.txt to determine how the superseded data were derived.
 JW0786
 JW0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD666710(NAD 83)
 JW0786_MARKER: B = BOLT
 JW0786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0786_SP_SET: BRIDGE
 JW0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0786
 JW0786  HISTORY     - Date     Condition        Report By
 JW0786  HISTORY     - UNK      MONUMENTED       BORR
 JW0786  HISTORY     - 1935     GOOD             NGS
 JW0786  HISTORY     - 1935     GOOD             NGS
 JW0786  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0786
 JW0786                          STATION DESCRIPTION
 JW0786
 JW0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0786'AT W VIRGINIA CENTRAL JUNCTION.
 JW0786'AT WEST VIRGINIA CENTRAL JUNCTION, MINERAL COUNTY, 400 FEET
 JW0786'WEST OF THE RAILROAD STATION, AT A BALTIMORE AND OHIO RAILROAD
 JW0786'SIDETRACK BRIDGE OVER POTOMAC RIVER, AND IN THE TOP OF THE
 JW0786'NORTHWEST END OF THE BRIDGE SEAT OF THE NORTHWEST ABUTMENT.  A
 JW0786'COPPER BOLT.
 JW0786
 JW0786                          STATION RECOVERY (1935)
 JW0786
 JW0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 JW0786'RECOVERED IN GOOD CONDITION.
 JW0786
 JW0786                          STATION RECOVERY (1983)
 JW0786
 JW0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0786'NOT RECOVERED, NO SIGN OF THE COPPER BOLT COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0036 ***********************************************************************
 HY0036  DESIGNATION -  284 A USE
 HY0036  PID         -  HY0036
 HY0036  STATE/COUNTY-  WV/MASON
 HY0036  USGS QUAD   -  GLENWOOD (1990)
 HY0036
 HY0036                         *CURRENT SURVEY CONTROL
 HY0036  ___________________________________________________________________
 HY0036* NAD 83(1986)-  38 35 40.     (N)    082 10 59.     (W)     SCALED    
 HY0036* NAVD 88     -       157.428  (meters)     516.50   (feet)  ADJUSTED  
 HY0036  ___________________________________________________________________
 HY0036  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HY0036  DYNAMIC HT  -         157.325 (meters)     516.16  (feet)  COMP
 HY0036  MODELED GRAV-     979,970.7   (mgal)                       NAVD 88
 HY0036
 HY0036  VERT ORDER  -  FIRST     CLASS II
 HY0036
 HY0036.The horizontal coordinates were scaled from a topographic map and have
 HY0036.an estimated accuracy of +/- 6 seconds.
 HY0036
 HY0036.The orthometric height was determined by differential leveling
 HY0036.and adjusted by the National Geodetic Survey in June 1991..
 HY0036
 HY0036.The geoid height was determined by GEOID03.
 HY0036
 HY0036.The dynamic height is computed by dividing the NAVD 88
 HY0036.geopotential number by the normal gravity value computed on the
 HY0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0036.degrees latitude (g = 980.6199 gals.).
 HY0036
 HY0036.The modeled gravity was interpolated from observed gravity values.
 HY0036
 HY0036;                    North         East    Units  Estimated Accuracy
 HY0036;SPC WV S     -   177,630.      496,940.      MT  (+/- 180 meters Scaled)
 HY0036
 HY0036                          SUPERSEDED SURVEY CONTROL
 HY0036
 HY0036  NGVD 29 (??/??/92)  157.618  (m)          517.12   (f) ADJ UNCH    1 2
 HY0036
 HY0036.Superseded values are not recommended for survey control.
 HY0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0036.See file dsdata.txt to determine how the superseded data were derived.
 HY0036
 HY0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC969724(NAD 83)
 HY0036_MARKER: Q = CHISELED SQUARE
 HY0036_SETTING: 80 = SET IN A BOULDER
 HY0036_SP_SET: BOULDER
 HY0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0036+STABILITY: SURFACE MOTION
 HY0036
 HY0036  HISTORY     - Date     Condition        Report By
 HY0036  HISTORY     - UNK      MONUMENTED       DOD
 HY0036  HISTORY     - 1956     POOR             NGS
 HY0036  HISTORY     - 1976     MARK NOT FOUND   NGS
 HY0036  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0036
 HY0036                          STATION DESCRIPTION
 HY0036
 HY0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0036'AT GLENWOOD.
 HY0036'AT GLENWOOD, ABOUT 0.1 MILE WEST OF STATE HIGHWAY 2, AT THE OLD
 HY0036'ABANDONED FERRY ROAD ON OHIO RIVER, IN THE TOP OF THE SOUTHWEST
 HY0036'SIDE OF AND AT WEST CORNER OF A 15 BY 10-FOOT BOULDER, 143 FEET
 HY0036'ABOVE MOUTH OF GWYNNS RUN, 266 FEET ABOVE CENTER LINE OF ABANDONED
 HY0036'FERRY ROAD, 10 FEET SOUTHEAST OF WATERS EDGE AND 4 FEET ABOVE
 HY0036'GROUND.  NOTE-- THE BOULDER APPEARS TO BE UNDERWASHED AND PROBABLY
 HY0036'SETTLING AND WILL PROBABLY SOON GO OVER INTO RIVER.
 HY0036
 HY0036                          STATION RECOVERY (1976)
 HY0036
 HY0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0036'MARK NOT FOUND.
 HY0036
 HY0036                          STATION RECOVERY (1984)
 HY0036
 HY0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0036'NOT RECOVERED, COULD NOT LOCATE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1918 ***********************************************************************
 HW1918  DESIGNATION -  2874
 HW1918  PID         -  HW1918
 HW1918  STATE/COUNTY-  WV/RANDOLPH
 HW1918  USGS QUAD   -  GLADY (1995)
 HW1918
 HW1918                         *CURRENT SURVEY CONTROL
 HW1918  ___________________________________________________________________
 HW1918* NAD 83(1986)-  38 47 55.     (N)    079 43 10.     (W)     SCALED    
 HW1918* NAVD 88     -       876.494  (meters)    2875.63   (feet)  ADJUSTED  
 HW1918  ___________________________________________________________________
 HW1918  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HW1918  DYNAMIC HT  -         875.819 (meters)    2873.42  (feet)  COMP
 HW1918  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 HW1918
 HW1918  VERT ORDER  -  SECOND    CLASS 0
 HW1918
 HW1918.The horizontal coordinates were scaled from a topographic map and have
 HW1918.an estimated accuracy of +/- 6 seconds.
 HW1918
 HW1918.The orthometric height was determined by differential leveling
 HW1918.and adjusted by the National Geodetic Survey in June 1991..
 HW1918
 HW1918.The geoid height was determined by GEOID03.
 HW1918
 HW1918.The dynamic height is computed by dividing the NAVD 88
 HW1918.geopotential number by the normal gravity value computed on the
 HW1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1918.degrees latitude (g = 980.6199 gals.).
 HW1918
 HW1918.The modeled gravity was interpolated from observed gravity values.
 HW1918
 HW1918;                    North         East    Units  Estimated Accuracy
 HW1918;SPC WV S     -   200,400.      711,240.      MT  (+/- 180 meters Scaled)
 HW1918
 HW1918                          SUPERSEDED SURVEY CONTROL
 HW1918
 HW1918  NGVD 29 (??/??/92)  876.621  (m)         2876.05   (f) ADJ UNCH    2 0
 HW1918
 HW1918.Superseded values are not recommended for survey control.
 HW1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1918.See file dsdata.txt to determine how the superseded data were derived.
 HW1918
 HW1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC112952(NAD 83)
 HW1918_MARKER: DD = SURVEY DISK
 HW1918_SETTING: 66 = SET IN ROCK OUTCROP
 HW1918_SP_SET: ROCK OUTCROP
 HW1918_STAMPING: 2874 H 106 1921 W VA
 HW1918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1918+STABILITY: POSITION/ELEVATION WELL
 HW1918
 HW1918  HISTORY     - Date     Condition        Report By
 HW1918  HISTORY     - 1921     MONUMENTED       USGS
 HW1918  HISTORY     - 1962     GOOD             NGS
 HW1918  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1918
 HW1918                          STATION DESCRIPTION
 HW1918
 HW1918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1918'AT GLADY.
 HW1918'AT GLADY, AT A ROAD INTERSECTION, SET ON TOP OF A ROCK OUTCROP
 HW1918'THAT IS ABOUT 10-BY 30-FOOT LONG AND 3 FEET HIGH, ABOUT 300 FEET
 HW1918'NORTHWEST OF THE POST OFFICE, ABOUT 135 FEET WEST OF THE SOUTHWEST
 HW1918'CORNER OF THE GRADE SCHOOL, 60 FEET NORTHWEST OF THE CENTER OF THE
 HW1918'INTERSECTION, AND IS ABOUT 25 FEET ABOVE THE LEVEL OF THE BLACK
 HW1918'TOP ROAD.
 HW1918
 HW1918                          STATION RECOVERY (1983)
 HW1918
 HW1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0787 ***********************************************************************
 JW0787  DESIGNATION -  29 BORR
 JW0787  PID         -  JW0787
 JW0787  STATE/COUNTY-  WV/MINERAL
 JW0787  USGS QUAD   -  WESTERNPORT (1981)
 JW0787
 JW0787                         *CURRENT SURVEY CONTROL
 JW0787  ___________________________________________________________________
 JW0787* NAD 83(1986)-  39 28 38.     (N)    079 04 07.     (W)     SCALED    
 JW0787* NAVD 88     -       307.452  (meters)    1008.70   (feet)  ADJUSTED  
 JW0787  ___________________________________________________________________
 JW0787  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 JW0787  DYNAMIC HT  -         307.243 (meters)    1008.01  (feet)  COMP
 JW0787  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 JW0787
 JW0787  VERT ORDER  -  FIRST     CLASS II
 JW0787
 JW0787.The horizontal coordinates were scaled from a topographic map and have
 JW0787.an estimated accuracy of +/- 6 seconds.
 JW0787
 JW0787.The orthometric height was determined by differential leveling
 JW0787.and adjusted by the National Geodetic Survey in June 1991..
 JW0787
 JW0787.The geoid height was determined by GEOID03.
 JW0787
 JW0787.The dynamic height is computed by dividing the NAVD 88
 JW0787.geopotential number by the normal gravity value computed on the
 JW0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0787.degrees latitude (g = 980.6199 gals.).
 JW0787
 JW0787.The modeled gravity was interpolated from observed gravity values.
 JW0787
 JW0787;                    North         East    Units  Estimated Accuracy
 JW0787;SPC WV N     -   108,580.      637,120.      MT  (+/- 180 meters Scaled)
 JW0787
 JW0787                          SUPERSEDED SURVEY CONTROL
 JW0787
 JW0787  NGVD 29 (??/??/92)  307.618  (m)         1009.24   (f) ADJ UNCH    1 2
 JW0787
 JW0787.Superseded values are not recommended for survey control.
 JW0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0787.See file dsdata.txt to determine how the superseded data were derived.
 JW0787
 JW0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD661715(NAD 83)
 JW0787_MARKER: B = BOLT
 JW0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0787_SP_SET: STEP
 JW0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0787
 JW0787  HISTORY     - Date     Condition        Report By
 JW0787  HISTORY     - UNK      MONUMENTED       BORR
 JW0787  HISTORY     - 1935     GOOD             NGS
 JW0787  HISTORY     - 1935     GOOD             NGS
 JW0787  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0787
 JW0787                          STATION DESCRIPTION
 JW0787
 JW0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0787'0.5 MI E FROM BLOOMINGTON.
 JW0787'IN MINERAL COUNTY, WEST VIRGINIA, ABOUT 1/2 MILE EAST ALONG THE
 JW0787'BALTIMORE AND OHIO RAILROAD FROM BLOOMINGTON, GARRETT COUNTY,
 JW0787'MARYLAND, AT BRIDGE NO. 79, ON THE NORTHWEST CORNER OF THE WEST
 JW0787'ABUTMENT, IN THE SECOND STEP FROM THE TOP, 10 FEET NORTH OF THE
 JW0787'CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 JW0787'A COPPER BOLT.
 JW0787
 JW0787                          STATION RECOVERY (1935)
 JW0787
 JW0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 JW0787'RECOVERED IN GOOD CONDITION.
 JW0787
 JW0787                          STATION RECOVERY (1983)
 JW0787
 JW0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0787'NOT RECOVERED, NO SIGN OF THE COPPER BOLT COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1111 ***********************************************************************
 JW1111  DESIGNATION -  29 JEA USGS
 JW1111  PID         -  JW1111
 JW1111  STATE/COUNTY-  WV/PRESTON
 JW1111  USGS QUAD   -  FELLOWSVILLE (1976)
 JW1111
 JW1111                         *CURRENT SURVEY CONTROL
 JW1111  ___________________________________________________________________
 JW1111* NAD 83(1986)-  39 19 58.     (N)    079 46 40.     (W)     SCALED    
 JW1111* NAVD 88     -       601.286  (meters)    1972.72   (feet)  ADJUSTED  
 JW1111  ___________________________________________________________________
 JW1111  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JW1111  DYNAMIC HT  -         600.886 (meters)    1971.41  (feet)  COMP
 JW1111  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 JW1111
 JW1111  VERT ORDER  -  FIRST     CLASS II
 JW1111
 JW1111.The horizontal coordinates were scaled from a topographic map and have
 JW1111.an estimated accuracy of +/- 6 seconds.
 JW1111
 JW1111.The orthometric height was determined by differential leveling
 JW1111.and adjusted by the National Geodetic Survey in June 1991..
 JW1111
 JW1111.The geoid height was determined by GEOID03.
 JW1111
 JW1111.The dynamic height is computed by dividing the NAVD 88
 JW1111.geopotential number by the normal gravity value computed on the
 JW1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1111.degrees latitude (g = 980.6199 gals.).
 JW1111
 JW1111.The modeled gravity was interpolated from observed gravity values.
 JW1111
 JW1111;                    North         East    Units  Estimated Accuracy
 JW1111;SPC WV N     -    92,490.      576,050.      MT  (+/- 180 meters Scaled)
 JW1111
 JW1111                          SUPERSEDED SURVEY CONTROL
 JW1111
 JW1111.No superseded survey control is available for this station.
 JW1111
 JW1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD053544(NAD 83)
 JW1111_MARKER: DD = SURVEY DISK
 JW1111_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JW1111_SP_SET: HEADWALL
 JW1111_STAMPING: 29 JEA 1973 1956
 JW1111_MARK LOGO: USGS  
 JW1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1111+STABILITY: SURFACE MOTION
 JW1111
 JW1111  HISTORY     - Date     Condition        Report By
 JW1111  HISTORY     - 1956     MONUMENTED       USGS
 JW1111  HISTORY     - 1983     GOOD             NGS
 JW1111
 JW1111                          STATION DESCRIPTION
 JW1111
 JW1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1111'15.9 KM (9.9 MI) SW FROM ROWLESBURG.
 JW1111'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1111'ELEMENTARY SCHOOL IN ROWLESBURG, THENCE 11.1 KM (6.9 MI) WEST ALONG
 JW1111'U.S. HIGHWAY 50 TO THE MARK ON THE LEFT, IN TOP OF AND ABOUT CENTERED
 JW1111'IN THE SOUTHEAST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 4.0 METERS
 JW1111'(13.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 19.50 METERS
 JW1111'(64.0 FT) NORTHEAST OF THE CENTER OF A TRAIL ROAD, 5.18 METERS
 JW1111'(17.0 FT) WEST OF TELEPHONE POLE 3-144.
 JW1111'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1799 ***********************************************************************
 JX1799  DESIGNATION -  29 SKS USGS
 JX1799  PID         -  JX1799
 JX1799  STATE/COUNTY-  WV/MARION
 JX1799  USGS QUAD   -  FAIRMONT EAST (1976)
 JX1799
 JX1799                         *CURRENT SURVEY CONTROL
 JX1799  ___________________________________________________________________
 JX1799* NAD 83(1986)-  39 27 01.     (N)    080 06 10.     (W)     SCALED    
 JX1799* NAVD 88     -       322.788  (meters)    1059.01   (feet)  ADJUSTED  
 JX1799  ___________________________________________________________________
 JX1799  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JX1799  DYNAMIC HT  -         322.588 (meters)    1058.36  (feet)  COMP
 JX1799  MODELED GRAV-     980,000.7   (mgal)                       NAVD 88
 JX1799
 JX1799  VERT ORDER  -  FIRST     CLASS II
 JX1799
 JX1799.The horizontal coordinates were scaled from a topographic map and have
 JX1799.an estimated accuracy of +/- 6 seconds.
 JX1799
 JX1799.The orthometric height was determined by differential leveling
 JX1799.and adjusted by the National Geodetic Survey in June 1991..
 JX1799
 JX1799.The geoid height was determined by GEOID03.
 JX1799
 JX1799.The dynamic height is computed by dividing the NAVD 88
 JX1799.geopotential number by the normal gravity value computed on the
 JX1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1799.degrees latitude (g = 980.6199 gals.).
 JX1799
 JX1799.The modeled gravity was interpolated from observed gravity values.
 JX1799
 JX1799;                    North         East    Units  Estimated Accuracy
 JX1799;SPC WV N     -   105,670.      548,120.      MT  (+/- 180 meters Scaled)
 JX1799
 JX1799                          SUPERSEDED SURVEY CONTROL
 JX1799
 JX1799.No superseded survey control is available for this station.
 JX1799
 JX1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND771671(NAD 83)
 JX1799_MARKER: DD = SURVEY DISK
 JX1799_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1799_SP_SET: HEADWALL OF CULVERT
 JX1799_STAMPING: 29 SKS 1059 1956
 JX1799_MARK LOGO: USGS  
 JX1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1799+STABILITY: SURFACE MOTION
 JX1799
 JX1799  HISTORY     - Date     Condition        Report By
 JX1799  HISTORY     - 1956     MONUMENTED       USGS
 JX1799  HISTORY     - 1983     GOOD             NGS
 JX1799
 JX1799                          STATION DESCRIPTION
 JX1799
 JX1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1799'3.4 KM (2.15 MI) SOUTH FROM FAIRMONT.
 JX1799'3.4 KM (2.15 MI) SOUTH ALONG STATE HIGHWAY 310 FROM THE INTERSTATE 79
 JX1799'NORTHEASTBOUND OVERPASS BRIDGE IN FAIRMONT, TO THE JUNCTION OF COLFAX
 JX1799'ROAD AND THE MARK ON THE RIGHT, IN TOP OF THE SOUTHEAST HEADWALL OF A
 JX1799'CULVERT UNDER COLFAX ROAD, 25.90 METERS (85.0 FT) SOUTH OF THE CENTER
 JX1799'OF THE JUNCTION OF THE HIGHWAY AND COLFAX ROAD, 3.65 METERS (12.0 FT)
 JX1799'SOUTHEAST OF THE CENTER OF COLFAX ROAD, 0.30 METER (1.0 FT) SOUTHWEST
 JX1799'OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF THE CULVERT.
 JX1799'THE MARK IS 0.30 M ABOVE COLFAX ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0776 ***********************************************************************
 JW0776  DESIGNATION -  2901
 JW0776  PID         -  JW0776
 JW0776  STATE/COUNTY-  WV/GRANT
 JW0776  USGS QUAD   -  DAVIS (1995)
 JW0776
 JW0776                         *CURRENT SURVEY CONTROL
 JW0776  ___________________________________________________________________
 JW0776* NAD 83(1986)-  39 11 54.     (N)    079 28 01.     (W)     SCALED    
 JW0776* NAVD 88     -       884.292  (meters)    2901.21   (feet)  ADJUSTED  
 JW0776  ___________________________________________________________________
 JW0776  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JW0776  DYNAMIC HT  -         883.646 (meters)    2899.10  (feet)  COMP
 JW0776  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 JW0776
 JW0776  VERT ORDER  -  SECOND    CLASS 0
 JW0776
 JW0776.The horizontal coordinates were scaled from a topographic map and have
 JW0776.an estimated accuracy of +/- 6 seconds.
 JW0776
 JW0776.The orthometric height was determined by differential leveling
 JW0776.and adjusted by the National Geodetic Survey in June 1991..
 JW0776
 JW0776.The geoid height was determined by GEOID03.
 JW0776
 JW0776.The dynamic height is computed by dividing the NAVD 88
 JW0776.geopotential number by the normal gravity value computed on the
 JW0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0776.degrees latitude (g = 980.6199 gals.).
 JW0776
 JW0776.The modeled gravity was interpolated from observed gravity values.
 JW0776
 JW0776;                    North         East    Units  Estimated Accuracy
 JW0776;SPC WV N     -    77,530.      602,860.      MT  (+/- 180 meters Scaled)
 JW0776
 JW0776                          SUPERSEDED SURVEY CONTROL
 JW0776
 JW0776  NGVD 29 (??/??/92)  884.394  (m)         2901.55   (f) ADJ UNCH    2 0
 JW0776
 JW0776.Superseded values are not recommended for survey control.
 JW0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0776.See file dsdata.txt to determine how the superseded data were derived.
 JW0776
 JW0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD323399(NAD 83)
 JW0776_MARKER: DD = SURVEY DISK
 JW0776_SETTING: 80 = SET IN A BOULDER
 JW0776_SP_SET: BOULDER
 JW0776_STAMPING: 2901
 JW0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0776+STABILITY: SURFACE MOTION
 JW0776
 JW0776  HISTORY     - Date     Condition        Report By
 JW0776  HISTORY     - UNK      MONUMENTED       USGS
 JW0776  HISTORY     - 1935     GOOD             NGS
 JW0776
 JW0776                          STATION DESCRIPTION
 JW0776
 JW0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0776'AT BEECHWOOD.
 JW0776'AT BEECHWOOD, GRANT COUNTY, ON THE WESTERN MARYLAND RAILWAY, 800
 JW0776'FEET SOUTH OF THE STATION, 252 FEET SOUTH OF MILEPOST C 71, 15
 JW0776'FEET WEST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A LARGE
 JW0776'ROCK BOULDER, AND LEVEL WITH THE TRACK.  A U.S. GEOLOGICAL SURVEY
 JW0776'STANDARD DISK, STAMPED 2901.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0481 ***********************************************************************
 HX0481  DESIGNATION -  2949
 HX0481  PID         -  HX0481
 HX0481  STATE/COUNTY-  WV/RANDOLPH
 HX0481  USGS QUAD   -  VALLEY HEAD (1995)
 HX0481
 HX0481                         *CURRENT SURVEY CONTROL
 HX0481  ___________________________________________________________________
 HX0481* NAD 83(1986)-  38 32 51.     (N)    080 05 08.     (W)     SCALED    
 HX0481* NAVD 88     -       898.998  (meters)    2949.46   (feet)  ADJUSTED  
 HX0481  ___________________________________________________________________
 HX0481  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HX0481  DYNAMIC HT  -         898.267 (meters)    2947.06  (feet)  COMP
 HX0481  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 HX0481
 HX0481  VERT ORDER  -  SECOND    CLASS 0
 HX0481
 HX0481.The horizontal coordinates were scaled from a topographic map and have
 HX0481.an estimated accuracy of +/- 6 seconds.
 HX0481
 HX0481.The orthometric height was determined by differential leveling
 HX0481.and adjusted by the National Geodetic Survey in June 1991..
 HX0481
 HX0481.The geoid height was determined by GEOID03.
 HX0481
 HX0481.The dynamic height is computed by dividing the NAVD 88
 HX0481.geopotential number by the normal gravity value computed on the
 HX0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0481.degrees latitude (g = 980.6199 gals.).
 HX0481
 HX0481.The modeled gravity was interpolated from observed gravity values.
 HX0481
 HX0481;                    North         East    Units  Estimated Accuracy
 HX0481;SPC WV S     -   172,150.      679,710.      MT  (+/- 180 meters Scaled)
 HX0481
 HX0481                          SUPERSEDED SURVEY CONTROL
 HX0481
 HX0481  NGVD 29 (??/??/92)  899.091  (m)         2949.77   (f) ADJ UNCH    2 0
 HX0481
 HX0481.Superseded values are not recommended for survey control.
 HX0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0481.See file dsdata.txt to determine how the superseded data were derived.
 HX0481
 HX0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC796669(NAD 83)
 HX0481_MARKER: DD = SURVEY DISK
 HX0481_SETTING: 66 = SET IN ROCK OUTCROP
 HX0481_SP_SET: ROCK PROJECTION
 HX0481_STAMPING: 2949
 HX0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0481+STABILITY: POSITION/ELEVATION WELL
 HX0481
 HX0481  HISTORY     - Date     Condition        Report By
 HX0481  HISTORY     - UNK      MONUMENTED       USGS
 HX0481  HISTORY     - 1962     GOOD             NGS
 HX0481
 HX0481                          STATION DESCRIPTION
 HX0481
 HX0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0481'1.5 MI S FROM MONTERVILLE.
 HX0481'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 15 FROM THE MONTERVILLE
 HX0481'GRADE SCHOOL, THENCE 0.2 MILE SOUTHWEST ALONG VALLEY FORK ROAD,
 HX0481'ON THE SOUTHWEST SLOPE OF A HILL, ABOUT 0.1 MILE NORTHEAST OF A
 HX0481'DRIVE TO A HOUSE, ABOUT 50 FEET EAST OF A TELEPHONE LINE CROSSING
 HX0481'OVER THE ROAD, ON TOP OF A ROCK THAT IS ABOUT 4-FOOT HIGH AND
 HX0481'PROJECT OUT OF THE BANK, 18 1/2 FEET NORTH OF THE CENTER LINE
 HX0481'OF THE ROAD, 0.5 FOOT NORTH OF THE SOUTH EDGE OF THE TOP LEDGE
 HX0481'OF THE ROCK, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2179 ***********************************************************************
 JX2179  DESIGNATION -  297
 JX2179  PID         -  JX2179
 JX2179  STATE/COUNTY-  WV/WOOD
 JX2179  USGS QUAD   -  PARKERSBURG (1994)
 JX2179
 JX2179                         *CURRENT SURVEY CONTROL
 JX2179  ___________________________________________________________________
 JX2179* NAD 83(1995)-  39 18 08.88808(N)    081 33 23.39076(W)     ADJUSTED  
 JX2179* NAVD 88     -       183.1    (meters)     601.     (feet)  VERTCON   
 JX2179  ___________________________________________________________________
 JX2179  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 JX2179  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX2179
 JX2179  HORZ ORDER  -  SECOND
 JX2179
 JX2179.The horizontal coordinates were established by classical geodetic methods
 JX2179.and adjusted by the National Geodetic Survey in April 1998..
 JX2179
 JX2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2179
 JX2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2179
 JX2179.The geoid height was determined by GEOID03.
 JX2179
 JX2179;                    North         East     Units Scale Factor Converg.
 JX2179;SPC WV N     -    91,117.602   422,637.178   MT  0.99995659   -1 18 41.7
 JX2179;SPC OH S     -   145,016.266   681,376.497   MT  0.99993692   +0 35 55.2
 JX2179;UTM  17      - 4,350,490.357   452,017.599   MT  0.99962835   -0 21 09.0
 JX2179
 JX2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2179!SPC WV N     -   0.99997666  x   0.99995659  =   0.99993325
 JX2179!SPC OH S     -   0.99997666  x   0.99993692  =   0.99991358
 JX2179!UTM  17      -   0.99997666  x   0.99962835  =   0.99960501
 JX2179
 JX2179                          SUPERSEDED SURVEY CONTROL
 JX2179
 JX2179  NAD 83(1986)-  39 18 08.89179(N)    081 33 23.39697(W) AD(       ) 2
 JX2179  NAD 27      -  39 18 08.62200(N)    081 33 23.94600(W) AD(       ) 2
 JX2179  NGVD 29 (07/19/86)  183.3    (m)          601.     (f) VERT ANG       
 JX2179
 JX2179.Superseded values are not recommended for survey control.
 JX2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2179.See file dsdata.txt to determine how the superseded data were derived.
 JX2179
 JX2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5201850490(NAD 83)
 JX2179_MARKER: B = BOLT
 JX2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2179
 JX2179  HISTORY     - Date     Condition        Report By
 JX2179  HISTORY     - 1944     MONUMENTED       CGS
 JX2179
 JX2179                          STATION DESCRIPTION
 JX2179
 JX2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2179'STATION IS LOCATED APPROXIMATELY 6 MILES (AIR LINE) S OF THE VILLAGE
 JX2179'OF BOAZ, 2 MILES N OF THE
 JX2179'BUSINESS DISTRICT OF PARKERSBURG, 0.5 MILE W OF
 JX2179'U.S. HIGHWAY 21, AND 52 FEET E OF
 JX2179'THE E BANK OF THE OHIO RIVER.
 JX2179'THE MARK IS 52 FEET W OF THE CENTER LINE OF A DIRT
 JX2179'ROAD AND 32
 JX2179'FEET NE OF A TRIANGULAR-BLAZED 4-FOOT ELM TREE.  THE MARK IS A 4-
 JX2179'BY 4-INCH CEMENT
 JX2179'POST WITH A SQUARE BOLT IN THE CENTER AND IS SET
 JX2179'2 FEET UNDERGROUND.  THE SURFACE
 JX2179'MARK WAS DESTROYED.
 JX2179'
 JX2179'TO REACH FROM THE PARKERSBURG POST OFFICE, GO N 0.05 MILE TO
 JX2179'JULIANA AND FIFTH
 JX2179'STREETS, TURN LEFT AND GO 0.15 MILE TO U.S. HIGHWAY
 JX2179'21 AND ANN STREET, TURN RIGHT ON
 JX2179'HIGHWAY 21 AND CONTINUE FOR
 JX2179'3.2 MILES TO A T-ROAD LEFT, TURN LEFT ON T-ROAD FOR
 JX2179'0.25 MILE TO
 JX2179'THE BALTIMORE AND OHIO RAILROAD TRACKS, TURN LEFT ALONG THE E SIDE
 JX2179'OF THE TRACKS AND
 JX2179'GO FOR 0.15 MILE TO A RAILROAD CROSSING, CROSS
 JX2179'TRACKS AND GO 0.15 MILE TO THE
 JX2179'STATION ON THE RIGHT.
 JX2179'
 JX2179'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2916 ***********************************************************************
 JV2916  DESIGNATION -  298 USGS
 JV2916  PID         -  JV2916
 JV2916  STATE/COUNTY-  WV/JEFFERSON
 JV2916  USGS QUAD   -  CHARLES TOWN (1988)
 JV2916
 JV2916                         *CURRENT SURVEY CONTROL
 JV2916  ___________________________________________________________________
 JV2916* NAD 83(1986)-  39 18 32.     (N)    077 45 29.     (W)     SCALED    
 JV2916* NAVD 88     -        90.567  (meters)     297.14   (feet)  ADJUSTED  
 JV2916  ___________________________________________________________________
 JV2916  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JV2916  DYNAMIC HT  -          90.514 (meters)     296.96  (feet)  COMP
 JV2916  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 JV2916
 JV2916  VERT ORDER  -  FIRST     CLASS II
 JV2916
 JV2916.The horizontal coordinates were scaled from a topographic map and have
 JV2916.an estimated accuracy of +/- 6 seconds.
 JV2916
 JV2916.The orthometric height was determined by differential leveling
 JV2916.and adjusted by the National Geodetic Survey in June 1991..
 JV2916
 JV2916.The geoid height was determined by GEOID03.
 JV2916
 JV2916.The dynamic height is computed by dividing the NAVD 88
 JV2916.geopotential number by the normal gravity value computed on the
 JV2916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2916.degrees latitude (g = 980.6199 gals.).
 JV2916
 JV2916.The modeled gravity was interpolated from observed gravity values.
 JV2916
 JV2916;                    North         East    Units  Estimated Accuracy
 JV2916;SPC WV N     -    91,260.      750,220.      MT  (+/- 180 meters Scaled)
 JV2916
 JV2916                          SUPERSEDED SURVEY CONTROL
 JV2916
 JV2916  NGVD 29 (??/??/??)   90.750  (m)          297.74   (f) ADJUSTED    1 2
 JV2916
 JV2916.Superseded values are not recommended for survey control.
 JV2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2916.See file dsdata.txt to determine how the superseded data were derived.
 JV2916
 JV2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ621546(NAD 83)
 JV2916_MARKER: DD = SURVEY DISK
 JV2916_SETTING: 66 = SET IN ROCK OUTCROP
 JV2916_SP_SET: ROCK LEDGE
 JV2916_STAMPING: 298
 JV2916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV2916+STABILITY: POSITION/ELEVATION WELL
 JV2916
 JV2916  HISTORY     - Date     Condition        Report By
 JV2916  HISTORY     - UNK      MONUMENTED       USGS
 JV2916  HISTORY     - 1929     GOOD             CGS
 JV2916  HISTORY     - 1934     GOOD             CGS
 JV2916
 JV2916                          STATION DESCRIPTION
 JV2916
 JV2916'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JV2916'2 MI NE FROM MILLVILLE.
 JV2916'2.0 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JV2916'THE STATION AT MILLVILLE, JEFFERSON COUNTY, 144 FEET NORTH OF
 JV2916'MILEPOST H.F. 2, 16 FEET WEST OF THE WEST RAIL, 11 FEET NORTH
 JV2916'OF THE CENTER OF A POLE, AND 1/2 FOOT LOWER THAN THE TRACK, IN
 JV2916'A ROCK LEDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JV2916'STAMPED 298
 JV2916
 JV2916                          STATION RECOVERY (1934)
 JV2916
 JV2916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JV2916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0859 ***********************************************************************
 JW0859  DESIGNATION -  2986
 JW0859  PID         -  JW0859
 JW0859  STATE/COUNTY-  WV/TUCKER
 JW0859  USGS QUAD   -  LEAD MINE (1995)
 JW0859
 JW0859                         *CURRENT SURVEY CONTROL
 JW0859  ___________________________________________________________________
 JW0859* NAD 83(1986)-  39 08 32.     (N)    079 30 23.     (W)     SCALED    
 JW0859* NAVD 88     -       910.291  (meters)    2986.51   (feet)  ADJUSTED  
 JW0859  ___________________________________________________________________
 JW0859  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JW0859  DYNAMIC HT  -         909.618 (meters)    2984.31  (feet)  COMP
 JW0859  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 JW0859
 JW0859  VERT ORDER  -  SECOND    CLASS 0
 JW0859
 JW0859.The horizontal coordinates were scaled from a topographic map and have
 JW0859.an estimated accuracy of +/- 6 seconds.
 JW0859
 JW0859.The orthometric height was determined by differential leveling
 JW0859.and adjusted by the National Geodetic Survey in June 1991..
 JW0859
 JW0859.The geoid height was determined by GEOID03.
 JW0859
 JW0859.The dynamic height is computed by dividing the NAVD 88
 JW0859.geopotential number by the normal gravity value computed on the
 JW0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0859.degrees latitude (g = 980.6199 gals.).
 JW0859
 JW0859.The modeled gravity was interpolated from observed gravity values.
 JW0859
 JW0859;                    North         East    Units  Estimated Accuracy
 JW0859;SPC WV N     -    71,300.      599,450.      MT  (+/- 180 meters Scaled)
 JW0859
 JW0859                          SUPERSEDED SURVEY CONTROL
 JW0859
 JW0859  NGVD 29 (??/??/92)  910.397  (m)         2986.86   (f) ADJ UNCH    2 0
 JW0859
 JW0859.Superseded values are not recommended for survey control.
 JW0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0859.See file dsdata.txt to determine how the superseded data were derived.
 JW0859
 JW0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD290336(NAD 83)
 JW0859_MARKER: DD = SURVEY DISK
 JW0859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0859_SP_SET: BUILDING
 JW0859_STAMPING: 2986
 JW0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0859
 JW0859  HISTORY     - Date     Condition        Report By
 JW0859  HISTORY     - UNK      MONUMENTED       USGS
 JW0859  HISTORY     - 1935     GOOD             NGS
 JW0859  HISTORY     - 1956     GOOD             NGS
 JW0859
 JW0859                          STATION DESCRIPTION
 JW0859
 JW0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0859'AT THOMAS.
 JW0859'AT THOMAS, TUCKER COUNTY, ON THE WESTERN MARYLAND RAILWAY, 0.2
 JW0859'MILE SOUTHWEST OF THE PASSENGER STATION, 300 FEET SOUTHEAST OF
 JW0859'THE FREIGHT STATION, 50 FEET SOUTH OF THE CENTERLINE OF THE
 JW0859'TRACK, AT THE DAVIS COAL AND COKE CO. OFFICE BUILDING, IN THE WEST
 JW0859'FACE OF THE NORTHWEST CORNER, 12 FEET HIGHER THAN THE TRACK, AND
 JW0859'4 FEET ABOVE THE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 JW0859'STAMPED 2986 AND SET VERTICALLY.
 JW0859
 JW0859                          STATION RECOVERY (1956)
 JW0859
 JW0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 JW0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0911 ***********************************************************************
 HX0911  DESIGNATION -  2994
 HX0911  PID         -  HX0911
 HX0911  STATE/COUNTY-  WV/POCAHONTAS
 HX0911  USGS QUAD   -  LOBELIA (1995)
 HX0911
 HX0911                         *CURRENT SURVEY CONTROL
 HX0911  ___________________________________________________________________
 HX0911* NAD 83(1986)-  38 08 29.     (N)    080 15 30.     (W)     SCALED    
 HX0911* NAVD 88     -       912.850  (meters)    2994.91   (feet)  ADJUSTED  
 HX0911  ___________________________________________________________________
 HX0911  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX0911  DYNAMIC HT  -         912.082 (meters)    2992.39  (feet)  COMP
 HX0911  MODELED GRAV-     979,756.6   (mgal)                       NAVD 88
 HX0911
 HX0911  VERT ORDER  -  SECOND    CLASS 0
 HX0911
 HX0911.The horizontal coordinates were scaled from a topographic map and have
 HX0911.an estimated accuracy of +/- 6 seconds.
 HX0911
 HX0911.The orthometric height was determined by differential leveling
 HX0911.and adjusted by the National Geodetic Survey in June 1991..
 HX0911
 HX0911.The geoid height was determined by GEOID03.
 HX0911
 HX0911.The dynamic height is computed by dividing the NAVD 88
 HX0911.geopotential number by the normal gravity value computed on the
 HX0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0911.degrees latitude (g = 980.6199 gals.).
 HX0911
 HX0911.The modeled gravity was interpolated from observed gravity values.
 HX0911
 HX0911;                    North         East    Units  Estimated Accuracy
 HX0911;SPC WV S     -   126,940.      665,010.      MT  (+/- 180 meters Scaled)
 HX0911
 HX0911                          SUPERSEDED SURVEY CONTROL
 HX0911
 HX0911  NGVD 29 (??/??/92)  912.938  (m)         2995.20   (f) ADJ UNCH    2 0
 HX0911
 HX0911.Superseded values are not recommended for survey control.
 HX0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0911.See file dsdata.txt to determine how the superseded data were derived.
 HX0911
 HX0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC649217(NAD 83)
 HX0911_MARKER: DD = SURVEY DISK
 HX0911_SETTING: 80 = SET IN A BOULDER
 HX0911_SP_SET: BOULDER
 HX0911_STAMPING: 2994 W VA 1921 H
 HX0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0911+STABILITY: SURFACE MOTION
 HX0911
 HX0911  HISTORY     - Date     Condition        Report By
 HX0911  HISTORY     - 1921     MONUMENTED       USGS
 HX0911  HISTORY     - 1962     GOOD             NGS
 HX0911
 HX0911                          STATION DESCRIPTION
 HX0911
 HX0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0911'2.8 MI E FROM LOBELIA.
 HX0911'2.75 MILES EAST ALONG BLACK TOP ROAD FROM JUNCTION OF A GRADED
 HX0911'ROAD AT LOBELIA, ABOUT 0.45 MILES NORTHEAST OF THE JUNCTION OF
 HX0911'GRADED ROAD LEADING SOUTH TO DROOP MOUNTAIN BATTLE FIELD STATE
 HX0911'PARK, ABOUT 64 YARDS NORTHEAST OF THE EAST CORNER OF THE OLD
 HX0911'ABANDONED CAESAR MOUNTAIN SCHOOL BUILDING, SET ON TOP OF A 4 BY
 HX0911'3 FOOT FLAT ROCK AT THE JUNCTION OF PRIVATE DRIVE THROUGH A
 HX0911'WOODEN GATE TO A BARN LOT, 11 1/2 FEET SOUTHEAST OF THE CENTER
 HX0911'LINE OF THE ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE
 HX0911'JUNCTION, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVE, 3.5
 HX0911'FEET NORTHWEST OF A FENCE LINE, 1.4 FEET SOUTHEAST OF THE
 HX0911'NORTHWEST EDGE OF THE BOULDER, AND ABOUT LEVEL WITH THE ROAD.
 HX0911'NOTE-- MARK IS WELL BATTERED AND PLACED ON A LOOSE SLAB OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1419 ***********************************************************************
 HW1419  DESIGNATION -  3
 HW1419  PID         -  HW1419
 HW1419  STATE/COUNTY-  WV/PENDLETON
 HW1419  USGS QUAD   -  CIRCLEVILLE (1995)
 HW1419
 HW1419                         *CURRENT SURVEY CONTROL
 HW1419  ___________________________________________________________________
 HW1419* NAD 83(1986)-  38 40 10.     (N)    079 24 15.     (W)     SCALED    
 HW1419* NAVD 88     -       839.178  (meters)    2753.20   (feet)  ADJUSTED  
 HW1419  ___________________________________________________________________
 HW1419  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HW1419  DYNAMIC HT  -         838.571 (meters)    2751.21  (feet)  COMP
 HW1419  MODELED GRAV-     979,875.5   (mgal)                       NAVD 88
 HW1419
 HW1419  VERT ORDER  -  SECOND    CLASS 0
 HW1419
 HW1419.The horizontal coordinates were scaled from a topographic map and have
 HW1419.an estimated accuracy of +/- 6 seconds.
 HW1419
 HW1419.The orthometric height was determined by differential leveling
 HW1419.and adjusted by the National Geodetic Survey in June 1991..
 HW1419
 HW1419.The geoid height was determined by GEOID03.
 HW1419
 HW1419.The dynamic height is computed by dividing the NAVD 88
 HW1419.geopotential number by the normal gravity value computed on the
 HW1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1419.degrees latitude (g = 980.6199 gals.).
 HW1419
 HW1419.The modeled gravity was interpolated from observed gravity values.
 HW1419
 HW1419;                    North         East    Units  Estimated Accuracy
 HW1419;SPC WV S     -   186,490.      738,870.      MT  (+/- 180 meters Scaled)
 HW1419
 HW1419                          SUPERSEDED SURVEY CONTROL
 HW1419
 HW1419  NGVD 29 (??/??/92)  839.315  (m)         2753.65   (f) ADJ UNCH    2 0
 HW1419
 HW1419.Superseded values are not recommended for survey control.
 HW1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1419.See file dsdata.txt to determine how the superseded data were derived.
 HW1419
 HW1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC388813(NAD 83)
 HW1419_MARKER: N = NAIL
 HW1419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1419_SP_SET: TREE
 HW1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1419
 HW1419  HISTORY     - Date     Condition        Report By
 HW1419  HISTORY     - UNK      MONUMENTED       WVHD
 HW1419  HISTORY     - 1934     GOOD             NGS
 HW1419  HISTORY     - 1954     MARK NOT FOUND   USE
 HW1419
 HW1419                          STATION DESCRIPTION
 HW1419
 HW1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1419'6.5 MI W FROM FRANKLIN.
 HW1419'6.5 MILES WEST ALONG U.S. HIGHWAY 33 FROM FRANKLIN, PENDLETON
 HW1419'COUNTY, ACROSS THE HIGHWAY FROM THE HOME OF D.H. SIMMONS, 8
 HW1419'YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE ROOT OF AN
 HW1419'8-INCH WHITE OAK TREE, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A
 HW1419'NAIL.
 HW1419
 HW1419                          STATION RECOVERY (1954)
 HW1419
 HW1419'RECOVERY NOTE BY US ENGINEERS 1954
 HW1419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3645 ***********************************************************************
 HW3645  DESIGNATION -  3
 HW3645  PID         -  HW3645
 HW3645  STATE/COUNTY-  WV/POCAHONTAS
 HW3645  USGS QUAD   -  GREEN BANK (1995)
 HW3645
 HW3645                         *CURRENT SURVEY CONTROL
 HW3645  ___________________________________________________________________
 HW3645* NAD 83(1986)-  38 26 18.     (N)    079 50 04.     (W)     SCALED    
 HW3645* NAVD 88     -       820.464  (meters)    2691.81   (feet)  ADJUSTED  
 HW3645  ___________________________________________________________________
 HW3645  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HW3645  DYNAMIC HT  -         819.801 (meters)    2689.63  (feet)  COMP
 HW3645  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 HW3645
 HW3645  VERT ORDER  -  FIRST     CLASS II
 HW3645
 HW3645.The horizontal coordinates were scaled from a topographic map and have
 HW3645.an estimated accuracy of +/- 6 seconds.
 HW3645
 HW3645.The orthometric height was determined by differential leveling
 HW3645.and adjusted by the National Geodetic Survey in March 1994..
 HW3645
 HW3645.The geoid height was determined by GEOID03.
 HW3645
 HW3645.The dynamic height is computed by dividing the NAVD 88
 HW3645.geopotential number by the normal gravity value computed on the
 HW3645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3645.degrees latitude (g = 980.6199 gals.).
 HW3645
 HW3645.The modeled gravity was interpolated from observed gravity values.
 HW3645
 HW3645;                    North         East    Units  Estimated Accuracy
 HW3645;SPC WV S     -   160,280.      701,750.      MT  (+/- 180 meters Scaled)
 HW3645
 HW3645                          SUPERSEDED SURVEY CONTROL
 HW3645
 HW3645.No superseded survey control is available for this station.
 HW3645
 HW3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC017550(NAD 83)
 HW3645_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HW3645_SETTING: 0 = UNSPECIFIED SETTING
 HW3645_STAMPING: 3
 HW3645_MARK LOGO: NONE  
 HW3645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HW3645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3645
 HW3645  HISTORY     - Date     Condition        Report By
 HW3645  HISTORY     - UNK      MONUMENTED       RBNF
 HW3645  HISTORY     - 19700826 GOOD             USAF
 HW3645  HISTORY     - 19820813 GOOD             NGS
 HW3645
 HW3645                          STATION DESCRIPTION
 HW3645
 HW3645'DESCRIBED BY US AIR FORCE 1970
 HW3645'THE STATION IS LOCATED ON PROPERTY OWNED BY THE NATIONAL RADIO
 HW3645'ASTROMOMY OBSERVATORY, LOCATED ABOUT 1.3 MILES NORTH OF GREEN BANK,
 HW3645'1.0 MILE WEST OF ARBOVALE, AND 1.2 MILE NORTHWEST OF THE MAIN
 HW3645'ENTRANCE TO THE OBSERVATORY.  TO REACH THE STATION FROM THE MAIN
 HW3645'ENTRANCE TO THE OBSERVATORY, GO NORTHWEST ON PROJECT ROAD FOR 0.2
 HW3645'MILE TO A CROSS BARS GATE, PASS THROUGH THE GATE AND CONTINUE
 HW3645'NORTHWEST ON PROJECT ROAD FOR 1.0 MILE TO A PARKING LOT FOR THE 140
 HW3645'FOOT DIAMETER RADIO TELESCOPE ON THE LEFT, AND THE STATION AREA.  THE
 HW3645'STATION IS THE CENTER OF A STANDARD TRIBRACH SET IN THE TOP OF A
 HW3645'SQUARE CONCRETE MONOLITH WHICH PROJECTS ABOUT 4 FEET ABOVE THE
 HW3645'GROUND.  IT IS LOCATED 352.9 FEET NORTH-NORTHWEST OF STATION SITE
 HW3645'ON A SMALL RISE ON THE NORTH SIDE OF PROJECT ROAD.
 HW3645
 HW3645                          STATION RECOVERY (1982)
 HW3645
 HW3645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HW3645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0179 ***********************************************************************
 JX0179  DESIGNATION -  3 BORR
 JX0179  PID         -  JX0179
 JX0179  STATE/COUNTY-  WV/MARION
 JX0179  USGS QUAD   -  FAIRMONT WEST (1976)
 JX0179
 JX0179                         *CURRENT SURVEY CONTROL
 JX0179  ___________________________________________________________________
 JX0179* NAD 83(1986)-  39 29 00.     (N)    080 08 27.     (W)     SCALED    
 JX0179* NAVD 88     -       270.534  (meters)     887.58   (feet)  ADJUSTED  
 JX0179  ___________________________________________________________________
 JX0179  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JX0179  DYNAMIC HT  -         270.372 (meters)     887.05  (feet)  COMP
 JX0179  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 JX0179
 JX0179  VERT ORDER  -  FIRST     CLASS II
 JX0179
 JX0179.The horizontal coordinates were scaled from a topographic map and have
 JX0179.an estimated accuracy of +/- 6 seconds.
 JX0179
 JX0179.The orthometric height was determined by differential leveling
 JX0179.and adjusted by the National Geodetic Survey in June 1991..
 JX0179
 JX0179.The geoid height was determined by GEOID03.
 JX0179
 JX0179.The dynamic height is computed by dividing the NAVD 88
 JX0179.geopotential number by the normal gravity value computed on the
 JX0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0179.degrees latitude (g = 980.6199 gals.).
 JX0179
 JX0179.The modeled gravity was interpolated from observed gravity values.
 JX0179
 JX0179;                    North         East    Units  Estimated Accuracy
 JX0179;SPC WV N     -   109,360.      544,870.      MT  (+/- 180 meters Scaled)
 JX0179
 JX0179                          SUPERSEDED SURVEY CONTROL
 JX0179
 JX0179  NGVD 29 (??/??/92)  270.702  (m)          888.13   (f) ADJ UNCH    1 2
 JX0179
 JX0179.Superseded values are not recommended for survey control.
 JX0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0179.See file dsdata.txt to determine how the superseded data were derived.
 JX0179
 JX0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND738707(NAD 83)
 JX0179_MARKER: B = BOLT
 JX0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0179_SP_SET: RETAINING WALL
 JX0179_MARK LOGO: BORR  
 JX0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0179
 JX0179  HISTORY     - Date     Condition        Report By
 JX0179  HISTORY     - UNK      MONUMENTED       BORR
 JX0179  HISTORY     - 1935     GOOD             NGS
 JX0179  HISTORY     - 1983     POOR             NGS
 JX0179
 JX0179                          STATION DESCRIPTION
 JX0179
 JX0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0179'AT FAIRMONT.
 JX0179'AT FAIRMONT, MARION COUNTY, 105 FEET WEST OF THE WEST CORNER
 JX0179'OF THE BALTIMORE AND OHIO RAILROAD PASSENGER STATION, 48 FEET
 JX0179'NORTHWEST OF THE FREIGHT STATION, AT THE END OF THE FREIGHT
 JX0179'STATION PLATFORM, IN THE TOP OF THE SOUTH CORNER OF THE SOUTHWEST
 JX0179'END OF THE SANDSTONE RETAINING WALL, AND 4-1/2 FEET HIGHER THAN
 JX0179'THE TRACK.
 JX0179
 JX0179                          STATION RECOVERY (1983)
 JX0179
 JX0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0179'RECOVERED IN POOR CONDITION, THE RIVET WAS BATTERED VERY BADLY, NOT
 JX0179'LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1872 ***********************************************************************
 GX1872  DESIGNATION -  3 WO
 GX1872  PID         -  GX1872
 GX1872  STATE/COUNTY-  WV/MCDOWELL
 GX1872  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX1872
 GX1872                         *CURRENT SURVEY CONTROL
 GX1872  ___________________________________________________________________
 GX1872* NAD 83(1986)-  37 12 27.     (N)    081 33 49.     (W)     SCALED    
 GX1872* NAVD 88     -       537.387  (meters)    1763.08   (feet)  ADJUSTED  
 GX1872  ___________________________________________________________________
 GX1872  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GX1872  DYNAMIC HT  -         536.921 (meters)    1761.55  (feet)  COMP
 GX1872  MODELED GRAV-     979,747.3   (mgal)                       NAVD 88
 GX1872
 GX1872  VERT ORDER  -  SECOND    CLASS 0
 GX1872
 GX1872.The horizontal coordinates were scaled from a topographic map and have
 GX1872.an estimated accuracy of +/- 6 seconds.
 GX1872
 GX1872.The orthometric height was determined by differential leveling
 GX1872.and adjusted by the National Geodetic Survey in June 1991..
 GX1872
 GX1872.The geoid height was determined by GEOID03.
 GX1872
 GX1872.The dynamic height is computed by dividing the NAVD 88
 GX1872.geopotential number by the normal gravity value computed on the
 GX1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1872.degrees latitude (g = 980.6199 gals.).
 GX1872
 GX1872.The modeled gravity was interpolated from observed gravity values.
 GX1872
 GX1872;                    North         East    Units  Estimated Accuracy
 GX1872;SPC WV S     -    23,180.      549,970.      MT  (+/- 180 meters Scaled)
 GX1872
 GX1872                          SUPERSEDED SURVEY CONTROL
 GX1872
 GX1872  NGVD 29 (??/??/92)  537.520  (m)         1763.51   (f) ADJ UNCH    2 0
 GX1872
 GX1872.Superseded values are not recommended for survey control.
 GX1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1872.See file dsdata.txt to determine how the superseded data were derived.
 GX1872
 GX1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB499180(NAD 83)
 GX1872_MARKER: DD = SURVEY DISK
 GX1872_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1872_SP_SET: BRIDGE
 GX1872_STAMPING: 1764 3 WO 1943
 GX1872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1872
 GX1872  HISTORY     - Date     Condition        Report By
 GX1872  HISTORY     - 1943     MONUMENTED       USGS
 GX1872  HISTORY     - 1958     GOOD             NGS
 GX1872
 GX1872                          STATION DESCRIPTION
 GX1872
 GX1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1872'AT BISHOP.
 GX1872'AT BISHOP, ALONG STATE HIGHWAY 16, ABOUT 150 YARDS WEST OF THE
 GX1872'VIRGINIA-WEST VIRGINIA STATE LINE, IN THE TOP OF THE HEAD WALL
 GX1872'AT NORTHWEST CORNER OF HIGHWAY BRIDGE OVER JACOBS FORK, 37 FEET
 GX1872'NORTH OF CENTER LINE OF HIGHWAY, 125 FEET NORTHWEST OF CENTER OF
 GX1872'CROSSING OF HIGHWAY AND A SPUR TRACK OF THE NORFOLK AND WESTERN
 GX1872'RAILWAY AND ABOUT 5 FEET BELOW LEVEL OF HIGHWAY.  NOTE-- MARK IS
 GX1872'ABOUT 0.75 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM ALEXANDER
 GX1872'METHODIST CHURCH AT BISHOP, TAZEWELL COUNTY, VIRGINIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3433 ***********************************************************************
 HW3433  DESIGNATION -  3010 DOVE
 HW3433  PID         -  HW3433
 HW3433  STATE/COUNTY-  WV/HARDY
 HW3433  USGS QUAD   -  MILAM (1995)
 HW3433
 HW3433                         *CURRENT SURVEY CONTROL
 HW3433  ___________________________________________________________________
 HW3433* NAD 83(1995)-  38 47 29.57976(N)    079 02 53.95115(W)     ADJUSTED  
 HW3433* NAVD 88     -       917.11   (+/-2cm)    3008.9    (feet)  VERTCON   
 HW3433  ___________________________________________________________________
 HW3433  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 HW3433  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HW3433
 HW3433  HORZ ORDER  -  SECOND
 HW3433  VERT ORDER  -  THIRD ? (See Below)
 HW3433
 HW3433.The horizontal coordinates were established by classical geodetic methods
 HW3433.and adjusted by the National Geodetic Survey in April 1998..
 HW3433
 HW3433.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3433.The vertical order pertains to the NGVD 29 superseded value.
 HW3433
 HW3433.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3433
 HW3433.The geoid height was determined by GEOID03.
 HW3433
 HW3433;                    North         East     Units Scale Factor Converg.
 HW3433;SPC WV N     -    32,466.054   639,243.618   MT  1.00004594   +0 17 17.1
 HW3433;SPC VA N     - 2,125,003.623 3,452,364.500   MT  0.99995299   -0 20 32.0
 HW3433;SPC VA N     - 6,971,782.72 11,326,632.53   sFT  0.99995299   -0 20 32.0
 HW3433;SPC WV S     -   200,633.204   769,546.359   MT  0.99998174   +1 12 23.5
 HW3433;UTM  17      - 4,295,454.059   669,501.287   MT  0.99995380   +1 13 22.8
 HW3433
 HW3433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3433!SPC WV N     -   0.99986112  x   1.00004594  =   0.99990705
 HW3433!SPC VA N     -   0.99986112  x   0.99995299  =   0.99981411
 HW3433!SPC WV S     -   0.99986112  x   0.99998174  =   0.99984286
 HW3433!UTM  17      -   0.99986112  x   0.99995380  =   0.99981492
 HW3433
 HW3433                          SUPERSEDED SURVEY CONTROL
 HW3433
 HW3433  NAD 83(1995)-  38 47 29.57976(N)    079 02 53.95115(W) AD(       ) 2
 HW3433  NAD 83(1986)-  38 47 29.58130(N)    079 02 53.95363(W) AD(       ) 2
 HW3433  NAD 27      -  38 47 29.17630(N)    079 02 54.83840(W) AD(       ) 2
 HW3433  NGVD 29 (07/19/86)  917.21   (m)         3009.2    (f) LEVELING    3  
 HW3433
 HW3433.Superseded values are not recommended for survey control.
 HW3433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3433.See file dsdata.txt to determine how the superseded data were derived.
 HW3433
 HW3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC6950195454(NAD 83)
 HW3433_MARKER: DD = SURVEY DISK
 HW3433_SETTING: 80 = SET IN A BOULDER
 HW3433_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 HW3433
 HW3433  HISTORY     - Date     Condition        Report By
 HW3433  HISTORY     - 1956     MONUMENTED       USGS
 HW3433
 HW3433                          STATION DESCRIPTION
 HW3433
 HW3433'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WRH)
 HW3433'THE STATION IS LOCATED ABOUT 18-1/2 MILES AIRLINE NORTHEAST OF
 HW3433'FRANKLIN, WEST
 HW3433'VIRGINIA, 14 MILES AIRLINE SOUTH SOUTHEAST OF PETERSBURG, WEST
 HW3433'VIRGINIA, 6 MILES AIRLINE WEST
 HW3433'NORTHWEST OF BERGTON, VIRGINIA, ON THE HIGHEST PART OF A BARE TOPPED
 HW3433'RIDGE NEAR THE VIGINIA-WEST VIRGINIA STATE LINE.
 HW3433'
 HW3433'THE MARK STAMPED W VA 3010 IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 HW3433'IN A 1 BY 2 FOOT BOULDER
 HW3433'PROJECTING ABOUT 10 INCHES.  IT IS (108.664) FEET, 33.121 METERS
 HW3433'NORTH NORTHWEST OF TRIANGULATION STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0931 ***********************************************************************
 HY0931  DESIGNATION -  30.3
 HY0931  PID         -  HY0931
 HY0931  STATE/COUNTY-  WV/WAYNE
 HY0931  USGS QUAD   -  LOUISA (1993)
 HY0931
 HY0931                         *CURRENT SURVEY CONTROL
 HY0931  ___________________________________________________________________
 HY0931* NAD 83(1986)-  38 04 50.     (N)    082 33 49.     (W)     SCALED    
 HY0931* NAVD 88     -       175.641  (meters)     576.25   (feet)  ADJUSTED  
 HY0931  ___________________________________________________________________
 HY0931  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HY0931  DYNAMIC HT  -         175.517 (meters)     575.84  (feet)  COMP
 HY0931  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 HY0931
 HY0931  VERT ORDER  -  SECOND    CLASS 0
 HY0931
 HY0931.The horizontal coordinates were scaled from a topographic map and have
 HY0931.an estimated accuracy of +/- 6 seconds.
 HY0931
 HY0931.The orthometric height was determined by differential leveling
 HY0931.and adjusted by the National Geodetic Survey in June 1991..
 HY0931
 HY0931.The geoid height was determined by GEOID03.
 HY0931
 HY0931.The dynamic height is computed by dividing the NAVD 88
 HY0931.geopotential number by the normal gravity value computed on the
 HY0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0931.degrees latitude (g = 980.6199 gals.).
 HY0931
 HY0931.The modeled gravity was interpolated from observed gravity values.
 HY0931
 HY0931;                    North         East    Units  Estimated Accuracy
 HY0931;SPC WV S     -   121,090.      462,830.      MT  (+/- 180 meters Scaled)
 HY0931
 HY0931                          SUPERSEDED SURVEY CONTROL
 HY0931
 HY0931  NGVD 29 (??/??/92)  175.860  (m)          576.97   (f) ADJ UNCH    2 0
 HY0931
 HY0931.Superseded values are not recommended for survey control.
 HY0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0931.See file dsdata.txt to determine how the superseded data were derived.
 HY0931
 HY0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC628159(NAD 83)
 HY0931_MARKER: Q = CHISELED SQUARE
 HY0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0931_SP_SET: CULVERT
 HY0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0931
 HY0931  HISTORY     - Date     Condition        Report By
 HY0931  HISTORY     - UNK      MONUMENTED       NWRR
 HY0931  HISTORY     - 1935     GOOD             NGS
 HY0931
 HY0931                          STATION DESCRIPTION
 HY0931
 HY0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0931'0.4 MI N FROM SALTPETRE.
 HY0931'0.4 MILE NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HY0931'STATION AT SALTPETRE, WAYNE COUNTY, 0.3 MILE NORTH OF MILEPOST
 HY0931'NA 30, 250 FEET SOUTH OF BENCH MARK RV 98 (N AND W RY.), AT A
 HY0931'CONCRETE CULVERT, ON THE TOP OF THE SOUTHWEST CORNER OF THE
 HY0931'WEST HEADWALL, 21.3 FEET WEST OF THE WEST RAIL, AND ABOUT 7
 HY0931'FEET BELOW THE LEVEL OF THE RAIL.  A TWO-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1922 ***********************************************************************
 HW1922  DESIGNATION -  3035
 HW1922  PID         -  HW1922
 HW1922  STATE/COUNTY-  WV/RANDOLPH
 HW1922  USGS QUAD   -  GLADY (1995)
 HW1922
 HW1922                         *CURRENT SURVEY CONTROL
 HW1922  ___________________________________________________________________
 HW1922* NAD 83(1986)-  38 45 42.     (N)    079 44 47.     (W)     SCALED    
 HW1922* NAVD 88     -       925.373  (meters)    3035.99   (feet)  ADJUSTED  
 HW1922  ___________________________________________________________________
 HW1922  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HW1922  DYNAMIC HT  -         924.656 (meters)    3033.64  (feet)  COMP
 HW1922  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 HW1922
 HW1922  VERT ORDER  -  SECOND    CLASS 0
 HW1922
 HW1922.The horizontal coordinates were scaled from a topographic map and have
 HW1922.an estimated accuracy of +/- 6 seconds.
 HW1922
 HW1922.The orthometric height was determined by differential leveling
 HW1922.and adjusted by the National Geodetic Survey in June 1991..
 HW1922
 HW1922.The geoid height was determined by GEOID03.
 HW1922
 HW1922.The dynamic height is computed by dividing the NAVD 88
 HW1922.geopotential number by the normal gravity value computed on the
 HW1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1922.degrees latitude (g = 980.6199 gals.).
 HW1922
 HW1922.The modeled gravity was interpolated from observed gravity values.
 HW1922
 HW1922;                    North         East    Units  Estimated Accuracy
 HW1922;SPC WV S     -   196,270.      708,950.      MT  (+/- 180 meters Scaled)
 HW1922
 HW1922                          SUPERSEDED SURVEY CONTROL
 HW1922
 HW1922  NGVD 29 (??/??/92)  925.504  (m)         3036.42   (f) ADJ UNCH    2 0
 HW1922
 HW1922.Superseded values are not recommended for survey control.
 HW1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1922.See file dsdata.txt to determine how the superseded data were derived.
 HW1922
 HW1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC089910(NAD 83)
 HW1922_MARKER: DD = SURVEY DISK
 HW1922_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW1922_STAMPING: 3035 H 115 1921 W VA
 HW1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1922
 HW1922  HISTORY     - Date     Condition        Report By
 HW1922  HISTORY     - 1921     MONUMENTED       USGS
 HW1922  HISTORY     - 1962     GOOD             NGS
 HW1922  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1922  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1922
 HW1922                          STATION DESCRIPTION
 HW1922
 HW1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1922'3 MI SW FROM GLADY.
 HW1922'ABOUT 0.45 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HW1922'OFFICE AT GLADY, THENCE 2.55 MILES SOUTHWEST ALONG THE WESTERN
 HW1922'MARYLAND RAILWAY, ON TOP OF AN EMBEDDED ROCK THAT IS 3-BY 5-FOOT
 HW1922'LONG AND 2 FEET HIGH, 2 FEET WEST OF THE EAST END OF THE ROCK,
 HW1922'81 FEET SOUTH OF BENCH MARK F 3, 35 FEET WEST OF THE WEST RAIL,
 HW1922'82 YARDS SOUTHWEST OF MILEPOST E-27, 34 FEET SOUTH OF THREE
 HW1922'SUGAR MAPLE TREES, AND IS ABOUT LEVEL WITH THE RAIL.
 HW1922
 HW1922                          STATION RECOVERY (1983)
 HW1922
 HW1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1922'MARK NOT FOUND.
 HW1922
 HW1922                          STATION RECOVERY (1983)
 HW1922
 HW1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0446 ***********************************************************************
 HY0446  DESIGNATION -  304 A USE
 HY0446  PID         -  HY0446
 HY0446  STATE/COUNTY-  WV/CABELL
 HY0446  USGS QUAD   -  HUNTINGTON (1985)
 HY0446
 HY0446                         *CURRENT SURVEY CONTROL
 HY0446  ___________________________________________________________________
 HY0446* NAD 83(1986)-  38 25 49.     (N)    082 23 27.     (W)     SCALED    
 HY0446* NAVD 88     -       162.545  (meters)     533.28   (feet)  ADJUSTED  
 HY0446  ___________________________________________________________________
 HY0446  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HY0446  DYNAMIC HT  -         162.435 (meters)     532.92  (feet)  COMP
 HY0446  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 HY0446
 HY0446  VERT ORDER  -  FIRST     CLASS II
 HY0446
 HY0446.The horizontal coordinates were scaled from a topographic map and have
 HY0446.an estimated accuracy of +/- 6 seconds.
 HY0446
 HY0446.The orthometric height was determined by differential leveling
 HY0446.and adjusted by the National Geodetic Survey in June 1991..
 HY0446.WARNING-Repeat measurements at this control monument indicate possible
 HY0446.vertical movement.
 HY0446
 HY0446.The geoid height was determined by GEOID03.
 HY0446
 HY0446.The dynamic height is computed by dividing the NAVD 88
 HY0446.geopotential number by the normal gravity value computed on the
 HY0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0446.degrees latitude (g = 980.6199 gals.).
 HY0446
 HY0446.The modeled gravity was interpolated from observed gravity values.
 HY0446
 HY0446;                    North         East    Units  Estimated Accuracy
 HY0446;SPC WV S     -   159,660.      478,570.      MT  (+/- 180 meters Scaled)
 HY0446
 HY0446                          SUPERSEDED SURVEY CONTROL
 HY0446
 HY0446  NGVD 29 (??/??/92)  162.727  (m)          533.88   (f) ADJ UNCH    1 2
 HY0446
 HY0446.Superseded values are not recommended for survey control.
 HY0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0446.See file dsdata.txt to determine how the superseded data were derived.
 HY0446
 HY0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC786544(NAD 83)
 HY0446_MARKER: Q = CHISELED SQUARE
 HY0446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0446_SP_SET: PIER
 HY0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0446
 HY0446  HISTORY     - Date     Condition        Report By
 HY0446  HISTORY     - UNK      MONUMENTED       DOD
 HY0446  HISTORY     - 1956     POOR             NGS
 HY0446  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0446
 HY0446                          STATION DESCRIPTION
 HY0446
 HY0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0446'AT GUYANDOT.
 HY0446'AT GUYANDOT, ABOUT 0.1 MILE WEST ALONG 3RD AVENUE FROM THE POST
 HY0446'OFFICE, 70 YARDS WEST OF EAST END OF 3RD AVENUE (STATE HIGHWAY
 HY0446'2) BRIDGE OVER GUYANDOT RIVER, A 2 1/2-INCH OUTLINED SQUARE
 HY0446'ON THE TOP OF NORTHWEST CORNER OF BOTTOM LAYER OF EAST STONE
 HY0446'MASONRY BRIDGE PIER, ABOUT 17 FEET BELOW LEVEL OF BRIDGE FLOOR,
 HY0446'AND ABOUT 8 FEET NORTH OF NORTH EDGE OF BRIDGE FLOOR.  THE
 HY0446'LETTERS US ARE CHISELED 3 INCHES SOUTHWEST OF THE SQUARE.
 HY0446'NOTE-- THE PIER WHICH MARK IS SET IN APPEARS TO BE UNSTABLE.
 HY0446'WHILE LEVELING TO MARK WITH INSTRUMENT SET UNDER BRIDGE THE
 HY0446'TRAFFIC OF CARS PASSING OVER PIER VIBRATES THE INSTRUMENT
 HY0446'INDICATING THAT THE PIER IS NOT ON SOLID FOUNDATION.
 HY0446
 HY0446                          STATION RECOVERY (1984)
 HY0446
 HY0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0446'NOT RECOVERED, CONSIDER DESTROYED AS NEW BRIDGE HAS BEEN BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1147 ***********************************************************************
 JX1147  DESIGNATION -  305
 JX1147  PID         -  JX1147
 JX1147  STATE/COUNTY-  WV/WOOD
 JX1147  USGS QUAD   -  PARKERSBURG (1994)
 JX1147
 JX1147                         *CURRENT SURVEY CONTROL
 JX1147  ___________________________________________________________________
 JX1147* NAD 83(1986)-  39 15 58.     (N)    081 36 07.     (W)     SCALED    
 JX1147* NAVD 88     -       182.999  (meters)     600.39   (feet)  ADJUSTED  
 JX1147  ___________________________________________________________________
 JX1147  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1147  DYNAMIC HT  -         182.885 (meters)     600.02  (feet)  COMP
 JX1147  MODELED GRAV-     979,999.6   (mgal)                       NAVD 88
 JX1147
 JX1147  VERT ORDER  -  FIRST     CLASS II
 JX1147
 JX1147.The horizontal coordinates were scaled from a topographic map and have
 JX1147.an estimated accuracy of +/- 6 seconds.
 JX1147
 JX1147.The orthometric height was determined by differential leveling
 JX1147.and adjusted by the National Geodetic Survey in June 1991..
 JX1147
 JX1147.The geoid height was determined by GEOID03.
 JX1147
 JX1147.The dynamic height is computed by dividing the NAVD 88
 JX1147.geopotential number by the normal gravity value computed on the
 JX1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1147.degrees latitude (g = 980.6199 gals.).
 JX1147
 JX1147.The modeled gravity was interpolated from observed gravity values.
 JX1147
 JX1147;                    North         East    Units  Estimated Accuracy
 JX1147;SPC WV N     -    87,170.      418,620.      MT  (+/- 180 meters Scaled)
 JX1147
 JX1147                          SUPERSEDED SURVEY CONTROL
 JX1147
 JX1147  NGVD 29 (??/??/92)  183.200  (m)          601.05   (f) ADJ UNCH    1 2
 JX1147
 JX1147.Superseded values are not recommended for survey control.
 JX1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1147.See file dsdata.txt to determine how the superseded data were derived.
 JX1147
 JX1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD480464(NAD 83)
 JX1147_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JX1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1147+STABILITY: SURFACE MOTION
 JX1147
 JX1147  HISTORY     - Date     Condition        Report By
 JX1147  HISTORY     - UNK      MONUMENTED       DOD
 JX1147  HISTORY     - 1935     MARK NOT FOUND   NGS
 JX1147  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1147
 JX1147                          STATION DESCRIPTION
 JX1147
 JX1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX1147'2 MI W FROM PARKERSBURG.
 JX1147'2.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD (O. RIVER
 JX1147'DIV.) FROM THE ANN STREET STATION AT PARKERSBURG, WOOD COUNTY,
 JX1147'59.5 FEET NORTHWEST OF THE THIRD POLE EAST OF POLE 95+30, 83 FEET
 JX1147'WEST OF THE CENTERLINE OF A CULVERT OVER POND RUN, 53 FEET NORTH
 JX1147'OF THE CENTERLINE OF THE TRACK, 7 FEET SOUTH OF THE TOP OF THE
 JX1147'OHIO RIVER BANK, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 JX1147'ABOUT 3 FEET LOWER THAN THE TRACK, AND 3.3 FEET UNDERGROUND.
 JX1147'A COPPER BOLT, SET IN THE TOP OF A CONCRETE POST, ON WHICH IS
 JX1147'PLACED A 3-FOOT SECTION OF 2-INCH IRON PIPE BEARING A CORPS OF
 JX1147'ENGINEERS, U.S. ARMY, STANDARD CAP.
 JX1147
 JX1147                          STATION RECOVERY (1976)
 JX1147
 JX1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1145 ***********************************************************************
 JX1145  DESIGNATION -  307
 JX1145  PID         -  JX1145
 JX1145  STATE/COUNTY-  WV/WOOD
 JX1145  USGS QUAD   -  LITTLE HOCKING (1994)
 JX1145
 JX1145                         *CURRENT SURVEY CONTROL
 JX1145  ___________________________________________________________________
 JX1145* NAD 83(1986)-  39 16 03.     (N)    081 37 36.     (W)     SCALED    
 JX1145* NAVD 88     -       183.050  (meters)     600.56   (feet)  ADJUSTED  
 JX1145  ___________________________________________________________________
 JX1145  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JX1145  DYNAMIC HT  -         182.936 (meters)     600.18  (feet)  COMP
 JX1145  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JX1145
 JX1145  VERT ORDER  -  FIRST     CLASS II
 JX1145
 JX1145.The horizontal coordinates were scaled from a topographic map and have
 JX1145.an estimated accuracy of +/- 6 seconds.
 JX1145
 JX1145.The orthometric height was determined by differential leveling
 JX1145.and adjusted by the National Geodetic Survey in June 1991..
 JX1145
 JX1145.The geoid height was determined by GEOID03.
 JX1145
 JX1145.The dynamic height is computed by dividing the NAVD 88
 JX1145.geopotential number by the normal gravity value computed on the
 JX1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1145.degrees latitude (g = 980.6199 gals.).
 JX1145
 JX1145.The modeled gravity was interpolated from observed gravity values.
 JX1145
 JX1145;                    North         East    Units  Estimated Accuracy
 JX1145;SPC WV N     -    87,380.      416,500.      MT  (+/- 180 meters Scaled)
 JX1145
 JX1145                          SUPERSEDED SURVEY CONTROL
 JX1145
 JX1145  NGVD 29 (??/??/92)  183.249  (m)          601.21   (f) ADJ UNCH    1 2
 JX1145
 JX1145.Superseded values are not recommended for survey control.
 JX1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1145.See file dsdata.txt to determine how the superseded data were derived.
 JX1145
 JX1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD459466(NAD 83)
 JX1145_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JX1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1145+STABILITY: SURFACE MOTION
 JX1145
 JX1145  HISTORY     - Date     Condition        Report By
 JX1145  HISTORY     - UNK      MONUMENTED       DOD
 JX1145  HISTORY     - 1943     GOOD             NGS
 JX1145  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1145
 JX1145                          STATION DESCRIPTION
 JX1145
 JX1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1145'3.5 MI W FROM PARKERSBURG.
 JX1145'3.5 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD (O. RIVER
 JX1145'DIV.) FROM THE ANN STREET STATION AT PARKERSBURG, WOOD COUNTY, 19.8
 JX1145'FEET WEST OF THE FOURTH POLE WEST OF POLE 97+1, 58.2 FEET WEST
 JX1145'OF THE WEST EDGE OF THE CONCRETE HEADWALL OF A 4-FOOT CONCRETE-PIPE
 JX1145'CULVERT, 19.2 FEET NORTH OF THE CENTERLINE OF THE TRACK, 2.5 FEET
 JX1145'WEST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE TRACK, AND
 JX1145'ABOUT 4 FEET UNDERGROUND.  A COPPER BOLT, SET IN THE TOP OF A
 JX1145'CONCRETE POST, ON WHICH IS PLACED A 3-FOOT SECTION OF 2-INCH
 JX1145'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP.
 JX1145
 JX1145                          STATION RECOVERY (1976)
 JX1145
 JX1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0814 ***********************************************************************
 HX0814  DESIGNATION -  3090
 HX0814  PID         -  HX0814
 HX0814  STATE/COUNTY-  WV/POCAHONTAS
 HX0814  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0814
 HX0814                         *CURRENT SURVEY CONTROL
 HX0814  ___________________________________________________________________
 HX0814* NAD 83(1986)-  38 16 07.     (N)    080 20 22.     (W)     SCALED    
 HX0814* NAVD 88     -       942.164  (meters)    3091.08   (feet)  ADJUSTED  
 HX0814  ___________________________________________________________________
 HX0814  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HX0814  DYNAMIC HT  -         941.373 (meters)    3088.49  (feet)  COMP
 HX0814  MODELED GRAV-     979,756.6   (mgal)                       NAVD 88
 HX0814
 HX0814  VERT ORDER  -  SECOND    CLASS 0
 HX0814
 HX0814.The horizontal coordinates were scaled from a topographic map and have
 HX0814.an estimated accuracy of +/- 6 seconds.
 HX0814
 HX0814.The orthometric height was determined by differential leveling
 HX0814.and adjusted by the National Geodetic Survey in June 1991..
 HX0814
 HX0814.The geoid height was determined by GEOID03.
 HX0814
 HX0814.The dynamic height is computed by dividing the NAVD 88
 HX0814.geopotential number by the normal gravity value computed on the
 HX0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0814.degrees latitude (g = 980.6199 gals.).
 HX0814
 HX0814.The modeled gravity was interpolated from observed gravity values.
 HX0814
 HX0814;                    North         East    Units  Estimated Accuracy
 HX0814;SPC WV S     -   141,010.      657,800.      MT  (+/- 180 meters Scaled)
 HX0814
 HX0814                          SUPERSEDED SURVEY CONTROL
 HX0814
 HX0814  NGVD 29 (??/??/92)  942.247  (m)         3091.36   (f) ADJ UNCH    2 0
 HX0814
 HX0814.Superseded values are not recommended for survey control.
 HX0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0814.See file dsdata.txt to determine how the superseded data were derived.
 HX0814
 HX0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC577358(NAD 83)
 HX0814_MARKER: DD = SURVEY DISK
 HX0814_SETTING: 66 = SET IN ROCK OUTCROP
 HX0814_SP_SET: SLOPING ROCK
 HX0814_STAMPING: 3090 W VA
 HX0814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0814+STABILITY: POSITION/ELEVATION WELL
 HX0814
 HX0814  HISTORY     - Date     Condition        Report By
 HX0814  HISTORY     - UNK      MONUMENTED       USGS
 HX0814  HISTORY     - 1962     GOOD             NGS
 HX0814
 HX0814                          STATION DESCRIPTION
 HX0814
 HX0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0814'15.1 MI NW FROM MILL POINT.
 HX0814'6.7 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF U.S.
 HX0814'HIGHWAY 219, THENCE 7.1 MILES NORTHWEST ALONG FOREST SERVICE
 HX0814'ROAD 102, THENCE 1.3 MILES NORTHWEST ALONG FOREST SERVICE ROAD
 HX0814'76, ABOUT 0.3 MILE SOUTHEAST OF A 30 FOOT WOODEN FLOOR STEEL
 HX0814'BRIDGE OVER TUMBLING ROCK RUN, SET ON TOP OF NORTH EDGE OF A
 HX0814'20 FOOT SQUARE (AT BASE) ROCK THAT IS 10 FEET HIGH ON NORTH
 HX0814'SIDE AND SLOPES TO GROUND LEVEL ON SOUTH SIDE, 27 FEET SOUTHWEST
 HX0814'OF CENTER LINE OF ROAD, AND 5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0504 ***********************************************************************
 HX0504  DESIGNATION -  31
 HX0504  PID         -  HX0504
 HX0504  STATE/COUNTY-  WV/WEBSTER
 HX0504  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0504
 HX0504                         *CURRENT SURVEY CONTROL
 HX0504  ___________________________________________________________________
 HX0504* NAD 83(1986)-  38 25 24.     (N)    080 27 54.     (W)     SCALED    
 HX0504* NAVD 88     -       691.344  (meters)    2268.18   (feet)  ADJUSTED  
 HX0504  ___________________________________________________________________
 HX0504  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX0504  DYNAMIC HT  -         690.811 (meters)    2266.44  (feet)  COMP
 HX0504  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 HX0504
 HX0504  VERT ORDER  -  SECOND    CLASS 0
 HX0504
 HX0504.The horizontal coordinates were scaled from a topographic map and have
 HX0504.an estimated accuracy of +/- 6 seconds.
 HX0504
 HX0504.The orthometric height was determined by differential leveling
 HX0504.and adjusted by the National Geodetic Survey in June 1991..
 HX0504
 HX0504.The geoid height was determined by GEOID03.
 HX0504
 HX0504.The dynamic height is computed by dividing the NAVD 88
 HX0504.geopotential number by the normal gravity value computed on the
 HX0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0504.degrees latitude (g = 980.6199 gals.).
 HX0504
 HX0504.The modeled gravity was interpolated from observed gravity values.
 HX0504
 HX0504;                    North         East    Units  Estimated Accuracy
 HX0504;SPC WV S     -   158,110.      646,720.      MT  (+/- 180 meters Scaled)
 HX0504
 HX0504                          SUPERSEDED SURVEY CONTROL
 HX0504
 HX0504  NGVD 29 (??/??/92)  691.494  (m)         2268.68   (f) ADJ UNCH    2 0
 HX0504
 HX0504.Superseded values are not recommended for survey control.
 HX0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0504.See file dsdata.txt to determine how the superseded data were derived.
 HX0504
 HX0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC467529(NAD 83)
 HX0504_MARKER: Q = CHISELED SQUARE
 HX0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0504_SP_SET: BRIDGE GUARD RAIL POST
 HX0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0504
 HX0504  HISTORY     - Date     Condition        Report By
 HX0504  HISTORY     - UNK      MONUMENTED       WVHD
 HX0504  HISTORY     - 1962     GOOD             NGS
 HX0504
 HX0504                          STATION DESCRIPTION
 HX0504
 HX0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0504'1.7 MI SW FROM BOLAIR.
 HX0504'1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0504'AT BOLAIR, ABOUT 80 YARDS NORTHWEST OF HIGHWAY, 9 FEET NORTHWEST
 HX0504'OF CENTER LINE OF ROAD, ABOUT 3 FEET ABOVE ROAD LEVEL, AND SET
 HX0504'ON TOP OF SOUTH CORNER OF CONCRETE GUARD RAIL POST THAT IS
 HX0504'DIRECTLY OVER NORTHWEST END OF NORTHEAST ABUTMENT OF A 15 FOOT
 HX0504'CONCRETE BRIDGE OVER PRICE RUN ALONG ABANDONED HIGHWAY THAT IS
 HX0504'NOW A PRIVATE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1141 ***********************************************************************
 JX1141  DESIGNATION -  311
 JX1141  PID         -  JX1141
 JX1141  STATE/COUNTY-  WV/WOOD
 JX1141  USGS QUAD   -  LITTLE HOCKING (1994)
 JX1141
 JX1141                         *CURRENT SURVEY CONTROL
 JX1141  ___________________________________________________________________
 JX1141* NAD 83(1986)-  39 16 07.     (N)    081 39 46.     (W)     SCALED    
 JX1141* NAVD 88     -       190.783  (meters)     625.93   (feet)  ADJUSTED  
 JX1141  ___________________________________________________________________
 JX1141  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JX1141  DYNAMIC HT  -         190.663 (meters)     625.53  (feet)  COMP
 JX1141  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 JX1141
 JX1141  VERT ORDER  -  FIRST     CLASS II
 JX1141
 JX1141.The horizontal coordinates were scaled from a topographic map and have
 JX1141.an estimated accuracy of +/- 6 seconds.
 JX1141
 JX1141.The orthometric height was determined by differential leveling
 JX1141.and adjusted by the National Geodetic Survey in June 1991..
 JX1141
 JX1141.The geoid height was determined by GEOID03.
 JX1141
 JX1141.The dynamic height is computed by dividing the NAVD 88
 JX1141.geopotential number by the normal gravity value computed on the
 JX1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1141.degrees latitude (g = 980.6199 gals.).
 JX1141
 JX1141.The modeled gravity was interpolated from observed gravity values.
 JX1141
 JX1141;                    North         East    Units  Estimated Accuracy
 JX1141;SPC WV N     -    87,580.      413,380.      MT  (+/- 180 meters Scaled)
 JX1141
 JX1141                          SUPERSEDED SURVEY CONTROL
 JX1141
 JX1141  NGVD 29 (??/??/92)  190.977  (m)          626.56   (f) ADJ UNCH    1 2
 JX1141
 JX1141.Superseded values are not recommended for survey control.
 JX1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1141.See file dsdata.txt to determine how the superseded data were derived.
 JX1141
 JX1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD428467(NAD 83)
 JX1141_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JX1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1141+STABILITY: SURFACE MOTION
 JX1141
 JX1141  HISTORY     - Date     Condition        Report By
 JX1141  HISTORY     - UNK      MONUMENTED       DOD
 JX1141  HISTORY     - 1943     GOOD             NGS
 JX1141  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1141
 JX1141                          STATION DESCRIPTION
 JX1141
 JX1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1141'5.4 MI W FROM PARKERSBURG.
 JX1141'5.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD (O. RIVER DIV.)
 JX1141'FROM THE ANN STREET STATION AT PARKERSBURG, WOOD COUNTY, NEARLY
 JX1141'OPPOSITE THE FOOT OF BLENNERHASSETT ISLAND, AT THE EAST END OF A
 JX1141'CURVE, 68.7 FEET WEST OF POLE 99+1, 28.2 FEET NORTH OF THE
 JX1141'CENTERLINE OF THE TRACK, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 JX1141'1.3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND 3 FEET LOWER
 JX1141'THAN THE TRACK, AND 2.9 FEET UNDERGROUND.  A COPPER BOLT, SET
 JX1141'IN THE TOP OF A CONCRETE POST, ON WHICH IS PLACED A 3-FOOT SECTION
 JX1141'OF 2-INCH IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 JX1141'STANDARD CAP.
 JX1141
 JX1141                          STATION RECOVERY (1976)
 JX1141
 JX1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0800 ***********************************************************************
 HY0800  DESIGNATION -  315 A USE
 HY0800  PID         -  HY0800
 HY0800  STATE/COUNTY-  WV/WAYNE
 HY0800  USGS QUAD   -  CATLETTSBURG (1985)
 HY0800
 HY0800                         *CURRENT SURVEY CONTROL
 HY0800  ___________________________________________________________________
 HY0800* NAD 83(1986)-  38 24 12.     (N)    082 34 28.     (W)     SCALED    
 HY0800* NAVD 88     -       164.158  (meters)     538.58   (feet)  ADJUSTED  
 HY0800  ___________________________________________________________________
 HY0800  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HY0800  DYNAMIC HT  -         164.047 (meters)     538.21  (feet)  COMP
 HY0800  MODELED GRAV-     979,950.3   (mgal)                       NAVD 88
 HY0800
 HY0800  VERT ORDER  -  FIRST     CLASS II
 HY0800
 HY0800.The horizontal coordinates were scaled from a topographic map and have
 HY0800.an estimated accuracy of +/- 6 seconds.
 HY0800
 HY0800.The orthometric height was determined by differential leveling
 HY0800.and adjusted by the National Geodetic Survey in June 1991..
 HY0800
 HY0800.The geoid height was determined by GEOID03.
 HY0800
 HY0800.The dynamic height is computed by dividing the NAVD 88
 HY0800.geopotential number by the normal gravity value computed on the
 HY0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0800.degrees latitude (g = 980.6199 gals.).
 HY0800
 HY0800.The modeled gravity was interpolated from observed gravity values.
 HY0800
 HY0800;                    North         East    Units  Estimated Accuracy
 HY0800;SPC WV S     -   156,920.      462,490.      MT  (+/- 180 meters Scaled)
 HY0800
 HY0800                          SUPERSEDED SURVEY CONTROL
 HY0800
 HY0800  NGVD 29 (??/??/92)  164.338  (m)          539.17   (f) ADJ UNCH    1 2
 HY0800
 HY0800.Superseded values are not recommended for survey control.
 HY0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0800.See file dsdata.txt to determine how the superseded data were derived.
 HY0800
 HY0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC625517(NAD 83)
 HY0800_MARKER: Z = SEE DESCRIPTION
 HY0800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0800_SP_SET: PIER
 HY0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0800
 HY0800  HISTORY     - Date     Condition        Report By
 HY0800  HISTORY     - UNK      MONUMENTED       DOD
 HY0800  HISTORY     - 1956     GOOD             NGS
 HY0800  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0800
 HY0800                          STATION DESCRIPTION
 HY0800
 HY0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0800'AT KENOVA.
 HY0800'AT KENOVA, AT THE NORFOLK AND WESTERN RAILWAY BRIDGE OVER OHIO RIVER,
 HY0800'ON LAND SIDE PIER (THE FIRST PIER FROM RIVER) (NORTH OF STEEL TRESTLE)
 HY0800'A 2-INCH DEEP AND 2-INCH WIDE SEAT CUT IN THE SOUTH FACE OF THE
 HY0800'FIRST COURSE OF STONE ABOVE GROUND.  19.3 FEET SOUTHEAST OF WEST
 HY0800'CORNER OF SOUTH STONE MASONRY PIER, ABOUT LEVEL WITH GROUND AND
 HY0800'DIRECTLY UNDER THE JOINT OF THE NEXT COURSE OF STONE.
 HY0800
 HY0800                          STATION RECOVERY (1984)
 HY0800
 HY0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0800'NOT RECOVERED, THE MARK IS INACESSIBLE AT THIS TIME, NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1137 ***********************************************************************
 JX1137  DESIGNATION -  319
 JX1137  PID         -  JX1137
 JX1137  STATE/COUNTY-  WV/WOOD
 JX1137  USGS QUAD   -  LUBECK (1994)
 JX1137
 JX1137                         *CURRENT SURVEY CONTROL
 JX1137  ___________________________________________________________________
 JX1137* NAD 83(1986)-  39 13 07.     (N)    081 41 40.     (W)     SCALED    
 JX1137* NAVD 88     -       190.315  (meters)     624.39   (feet)  ADJUSTED  
 JX1137  ___________________________________________________________________
 JX1137  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JX1137  DYNAMIC HT  -         190.195 (meters)     624.00  (feet)  COMP
 JX1137  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 JX1137
 JX1137  VERT ORDER  -  FIRST     CLASS II
 JX1137
 JX1137.The horizontal coordinates were scaled from a topographic map and have
 JX1137.an estimated accuracy of +/- 6 seconds.
 JX1137
 JX1137.The orthometric height was determined by differential leveling
 JX1137.and adjusted by the National Geodetic Survey in June 1991..
 JX1137
 JX1137.The geoid height was determined by GEOID03.
 JX1137
 JX1137.The dynamic height is computed by dividing the NAVD 88
 JX1137.geopotential number by the normal gravity value computed on the
 JX1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1137.degrees latitude (g = 980.6199 gals.).
 JX1137
 JX1137.The modeled gravity was interpolated from observed gravity values.
 JX1137
 JX1137;                    North         East    Units  Estimated Accuracy
 JX1137;SPC WV N     -    82,090.      410,520.      MT  (+/- 180 meters Scaled)
 JX1137
 JX1137                          SUPERSEDED SURVEY CONTROL
 JX1137
 JX1137  NGVD 29 (??/??/92)  190.50   (m)          625.0    (f) COMPUTED    1 2
 JX1137
 JX1137.Superseded values are not recommended for survey control.
 JX1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1137.See file dsdata.txt to determine how the superseded data were derived.
 JX1137
 JX1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD400412(NAD 83)
 JX1137_MARKER: B = BOLT
 JX1137_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JX1137_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JX1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1137
 JX1137  HISTORY     - Date     Condition        Report By
 JX1137  HISTORY     - UNK      MONUMENTED       DOD
 JX1137  HISTORY     - 1956     GOOD             NGS
 JX1137  HISTORY     - 1963     GOOD             NGS
 JX1137  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1137
 JX1137                          STATION DESCRIPTION
 JX1137
 JX1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1137'8.5 MI N FROM BELLEVILLE.
 JX1137'8.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1137'STATION AT BELLEVILLE, 63 FEET EAST OF EAST END OF BRIDGE NO.
 JX1137'103.2, 37 FEET SOUTH OF CENTER LINE OF TRACK, 15.4 FEET SOUTH
 JX1137'OF A FENCE LINE, 6 FEET EAST OF EAST EDGE OF RUINS OF AN OLD
 JX1137'STONE CELLAR, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST AND
 JX1137'ABOUT 20 FEET ABOVE LEVEL OF TRACK.  A COPPER BOLT ON CONCRETE
 JX1137'SLAB ABOUT 3 FEET UNDERGROUND AND DIRECTLY UNDER A 2-IRON PIPE
 JX1137'(NO CAP ON PIPE.)
 JX1137
 JX1137                          STATION RECOVERY (1963)
 JX1137
 JX1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1137'RECOVERED IN GOOD CONDITION.
 JX1137
 JX1137                          STATION RECOVERY (1976)
 JX1137
 JX1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0339 ***********************************************************************
 JW0339  DESIGNATION -  32
 JW0339  PID         -  JW0339
 JW0339  STATE/COUNTY-  WV/MINERAL
 JW0339  USGS QUAD   -  BURLINGTON (1979)
 JW0339
 JW0339                         *CURRENT SURVEY CONTROL
 JW0339  ___________________________________________________________________
 JW0339* NAD 83(1986)-  39 21 17.     (N)    078 59 48.     (W)     SCALED    
 JW0339* NAVD 88     -       369.550  (meters)    1212.43   (feet)  ADJUSTED  
 JW0339  ___________________________________________________________________
 JW0339  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JW0339  DYNAMIC HT  -         369.328 (meters)    1211.70  (feet)  COMP
 JW0339  MODELED GRAV-     980,014.2   (mgal)                       NAVD 88
 JW0339
 JW0339  VERT ORDER  -  SECOND    CLASS 0
 JW0339
 JW0339.The horizontal coordinates were scaled from a topographic map and have
 JW0339.an estimated accuracy of +/- 6 seconds.
 JW0339
 JW0339.The orthometric height was determined by differential leveling
 JW0339.and adjusted by the National Geodetic Survey in June 1991..
 JW0339
 JW0339.The geoid height was determined by GEOID03.
 JW0339
 JW0339.The dynamic height is computed by dividing the NAVD 88
 JW0339.geopotential number by the normal gravity value computed on the
 JW0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0339.degrees latitude (g = 980.6199 gals.).
 JW0339
 JW0339.The modeled gravity was interpolated from observed gravity values.
 JW0339
 JW0339;                    North         East    Units  Estimated Accuracy
 JW0339;SPC WV N     -    95,010.      643,380.      MT  (+/- 180 meters Scaled)
 JW0339
 JW0339                          SUPERSEDED SURVEY CONTROL
 JW0339
 JW0339  NGVD 29 (??/??/92)  369.733  (m)         1213.03   (f) ADJ UNCH    2 0
 JW0339
 JW0339.Superseded values are not recommended for survey control.
 JW0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0339.See file dsdata.txt to determine how the superseded data were derived.
 JW0339
 JW0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD726580(NAD 83)
 JW0339_MARKER: Q = CHISELED SQUARE
 JW0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0339_SP_SET: CULVERT
 JW0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0339
 JW0339  HISTORY     - Date     Condition        Report By
 JW0339  HISTORY     - UNK      MONUMENTED       WVHD
 JW0339  HISTORY     - 1934     GOOD             NGS
 JW0339
 JW0339                          STATION DESCRIPTION
 JW0339
 JW0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0339'0.5 MI NW FROM RIDGEVILLE.
 JW0339'0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JW0339'AT RIDGEVILLE, MINERAL COUNTY, AT THE NORTH END OF EDGEWOOD FARM,
 JW0339'56 YARDS NORTH OF THE WHITE HOUSE OF C.E. TAYLOR, 8 YARDS EAST OF
 JW0339'POLE 279, ON THE TOP OF A CONCRETE CULVERT, 6 YARDS WEST OF THE
 JW0339'CENTERLINE OF THE HIGHWAY, AND 2 FEET LOWER THAN THE HIGHWAY.
 JW0339'AN OUTLINED SQUARE, MARKED BY THE LETTERS 32 PAINTED IN YELLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0425 ***********************************************************************
 HX0425  DESIGNATION -  3220=B 8
 HX0425  PID         -  HX0425
 HX0425  STATE/COUNTY-  WV/RANDOLPH
 HX0425  USGS QUAD   -  ADOLPH (1995)
 HX0425
 HX0425                         *CURRENT SURVEY CONTROL
 HX0425  ___________________________________________________________________
 HX0425* NAD 83(1986)-  38 43 19.     (N)    080 05 52.     (W)     SCALED    
 HX0425* NAVD 88     -       981.391  (meters)    3219.78   (feet)  ADJUSTED  
 HX0425  ___________________________________________________________________
 HX0425  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0425  DYNAMIC HT  -         980.616 (meters)    3217.24  (feet)  COMP
 HX0425  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 HX0425
 HX0425  VERT ORDER  -  SECOND    CLASS 0
 HX0425
 HX0425.The horizontal coordinates were scaled from a topographic map and have
 HX0425.an estimated accuracy of +/- 6 seconds.
 HX0425
 HX0425.The orthometric height was determined by differential leveling
 HX0425.and adjusted by the National Geodetic Survey in June 1991..
 HX0425
 HX0425.The geoid height was determined by GEOID03.
 HX0425
 HX0425.The dynamic height is computed by dividing the NAVD 88
 HX0425.geopotential number by the normal gravity value computed on the
 HX0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0425.degrees latitude (g = 980.6199 gals.).
 HX0425
 HX0425.The modeled gravity was interpolated from observed gravity values.
 HX0425
 HX0425;                    North         East    Units  Estimated Accuracy
 HX0425;SPC WV S     -   191,500.      678,460.      MT  (+/- 180 meters Scaled)
 HX0425
 HX0425                          SUPERSEDED SURVEY CONTROL
 HX0425
 HX0425  NGVD 29 (??/??/92)  981.51   (m)         3220.2    (f) COMPUTED    2 0
 HX0425
 HX0425.Superseded values are not recommended for survey control.
 HX0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0425.See file dsdata.txt to determine how the superseded data were derived.
 HX0425
 HX0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC784863(NAD 83)
 HX0425_MARKER: DD = SURVEY DISK
 HX0425_SETTING: 80 = SET IN A BOULDER
 HX0425_SP_SET: BOULDER
 HX0425_STAMPING: 3220 B 8 1912
 HX0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0425+STABILITY: SURFACE MOTION
 HX0425
 HX0425  HISTORY     - Date     Condition        Report By
 HX0425  HISTORY     - 1912     MONUMENTED       USGS
 HX0425  HISTORY     - 1962     GOOD             NGS
 HX0425
 HX0425                          STATION DESCRIPTION
 HX0425
 HX0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0425'3.7 MI SW FROM ADOLPH.
 HX0425'ABOUT 3.7 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0425'SCHOOL AT ADOLPH, 0.3 MILE SOUTHWEST OF BLUE ROCK METHODIST
 HX0425'CHURCH 0.1 MILE NORTHEAST OF A DIRT ROAD LEADING NORTH, SET ON
 HX0425'TOP OF A LARGE BOULDER THAT IS ABOUT 10-FOOT WIDE AND 34-FOOT LONG
 HX0425'AND IS EMBEDDED IN THE GROUND, 12 1/2 FEET SOUTH OF THE CENTER
 HX0425'LINE OF THE ROAD, 1.4 FEET EAST OF THE WEST EDGE OF THE ROCK,
 HX0425'13 FEET NORTH OF A 18-INCH HICKORY TREE, AND ABOUT LEVEL WITH THE
 HX0425'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0325 ***********************************************************************
 HX0325  DESIGNATION -  3237
 HX0325  PID         -  HX0325
 HX0325  STATE/COUNTY-  WV/RANDOLPH
 HX0325  USGS QUAD   -  VALLEY HEAD (1995)
 HX0325
 HX0325                         *CURRENT SURVEY CONTROL
 HX0325  ___________________________________________________________________
 HX0325* NAD 83(1986)-  38 33 51.     (N)    080 06 23.     (W)     SCALED    
 HX0325* NAVD 88     -       986.955  (meters)    3238.03   (feet)  ADJUSTED  
 HX0325  ___________________________________________________________________
 HX0325  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0325  DYNAMIC HT  -         986.143 (meters)    3235.37  (feet)  COMP
 HX0325  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 HX0325
 HX0325  VERT ORDER  -  SECOND    CLASS 0
 HX0325
 HX0325.The horizontal coordinates were scaled from a topographic map and have
 HX0325.an estimated accuracy of +/- 6 seconds.
 HX0325
 HX0325.The orthometric height was determined by differential leveling
 HX0325.and adjusted by the National Geodetic Survey in June 1991..
 HX0325
 HX0325.The geoid height was determined by GEOID03.
 HX0325
 HX0325.The dynamic height is computed by dividing the NAVD 88
 HX0325.geopotential number by the normal gravity value computed on the
 HX0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0325.degrees latitude (g = 980.6199 gals.).
 HX0325
 HX0325.The modeled gravity was interpolated from observed gravity values.
 HX0325
 HX0325;                    North         East    Units  Estimated Accuracy
 HX0325;SPC WV S     -   173,980.      677,880.      MT  (+/- 180 meters Scaled)
 HX0325
 HX0325                          SUPERSEDED SURVEY CONTROL
 HX0325
 HX0325  NGVD 29 (??/??/92)  987.040  (m)         3238.31   (f) ADJ UNCH    2 0
 HX0325
 HX0325.Superseded values are not recommended for survey control.
 HX0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0325.See file dsdata.txt to determine how the superseded data were derived.
 HX0325
 HX0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC778687(NAD 83)
 HX0325_MARKER: DD = SURVEY DISK
 HX0325_SETTING: 66 = SET IN ROCK OUTCROP
 HX0325_SP_SET: V SHAPED ROCK
 HX0325_STAMPING: 3237
 HX0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0325+STABILITY: POSITION/ELEVATION WELL
 HX0325
 HX0325  HISTORY     - Date     Condition        Report By
 HX0325  HISTORY     - UNK      MONUMENTED       USGS
 HX0325  HISTORY     - 1962     GOOD             NGS
 HX0325
 HX0325                          STATION DESCRIPTION
 HX0325
 HX0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0325'0.4 MI N FROM MONTERVILLE.
 HX0325'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 HX0325'OFFICE AT MONTERVILLE, THENCE ABOUT 0.3 MILE NORTH ALONG COUNTY
 HX0325'ROAD 45, ON THE OUTSIDE OF A SLIGHT CURVE WITH THE TANGENTS
 HX0325'EXTENDING SOUTH AND NORTHEAST, SET IN THE TOP OF A V SHAPED ROCK
 HX0325'THAT IS ABOUT 6 FEET LONG AND 2 1/2 FEET HIGH, 56 1/2 FEET SOUTH
 HX0325'OF THE WEST END OF AN 18 INCH PIPE CULVERT, 14 FEET WEST OF THE
 HX0325'CENTER LINE OF THE ROAD, 2 FEET NORTHWEST OF THE SOUTHWEST END OF
 HX0325'THE ROCK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0310 ***********************************************************************
 JX0310  DESIGNATION -  34
 JX0310  PID         -  JX0310
 JX0310  STATE/COUNTY-  WV/LEWIS
 JX0310  USGS QUAD   -  VADIS (1976)
 JX0310
 JX0310                         *CURRENT SURVEY CONTROL
 JX0310  ___________________________________________________________________
 JX0310* NAD 83(1986)-  39 01 46.     (N)    080 40 45.     (W)     SCALED    
 JX0310* NAVD 88     -       242.978  (meters)     797.17   (feet)  ADJUSTED  
 JX0310  ___________________________________________________________________
 JX0310  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JX0310  DYNAMIC HT  -         242.824 (meters)     796.67  (feet)  COMP
 JX0310  MODELED GRAV-     979,986.6   (mgal)                       NAVD 88
 JX0310
 JX0310  VERT ORDER  -  SECOND    CLASS 0
 JX0310
 JX0310.The horizontal coordinates were scaled from a topographic map and have
 JX0310.an estimated accuracy of +/- 6 seconds.
 JX0310
 JX0310.The orthometric height was determined by differential leveling
 JX0310.and adjusted by the National Geodetic Survey in June 1991..
 JX0310
 JX0310.The geoid height was determined by GEOID03.
 JX0310
 JX0310.The dynamic height is computed by dividing the NAVD 88
 JX0310.geopotential number by the normal gravity value computed on the
 JX0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0310.degrees latitude (g = 980.6199 gals.).
 JX0310
 JX0310.The modeled gravity was interpolated from observed gravity values.
 JX0310
 JX0310;                    North         East    Units  Estimated Accuracy
 JX0310;SPC WV S     -   225,310.      627,780.      MT  (+/- 180 meters Scaled)
 JX0310
 JX0310                          SUPERSEDED SURVEY CONTROL
 JX0310
 JX0310  NGVD 29 (??/??/92)  243.144  (m)          797.71   (f) ADJ UNCH    2 0
 JX0310
 JX0310.Superseded values are not recommended for survey control.
 JX0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0310.See file dsdata.txt to determine how the superseded data were derived.
 JX0310
 JX0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND277200(NAD 83)
 JX0310_MARKER: Q = CHISELED SQUARE
 JX0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0310_SP_SET: CURB
 JX0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0310
 JX0310  HISTORY     - Date     Condition        Report By
 JX0310  HISTORY     - UNK      MONUMENTED       CGS
 JX0310  HISTORY     - 1933     GOOD             NGS
 JX0310
 JX0310                          STATION DESCRIPTION
 JX0310
 JX0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JX0310'2.5 MI NE FROM LINN.
 JX0310'IN LEWIS COUNTY, 2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 33 FROM
 JX0310'THE POST OFFICE AT LINN, GILMER COUNTY, AT THE INTERSECTION OF
 JX0310'A DIRT ROAD LEADING SOUTH, 29 YARDS SOUTH OF THE CENTERLINE OF
 JX0310'THE HIGHWAY, AT A CONCRETE ROAD BRIDGE, ON THE TOP OF THE NORTH
 JX0310'END OF THE CONCRETE CURB AT THE BASE OF THE WEST BALUSTRADE, AND
 JX0310'LEVEL WITH THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1118 ***********************************************************************
 JX1118  DESIGNATION -  345
 JX1118  PID         -  JX1118
 JX1118  STATE/COUNTY-  WV/JACKSON
 JX1118  USGS QUAD   -  PORTLAND (1994)
 JX1118
 JX1118                         *CURRENT SURVEY CONTROL
 JX1118  ___________________________________________________________________
 JX1118* NAD 83(1986)-  39 04 35.     (N)    081 47 27.     (W)     SCALED    
 JX1118* NAVD 88     -       181.201  (meters)     594.49   (feet)  ADJUSTED  
 JX1118  ___________________________________________________________________
 JX1118  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1118  DYNAMIC HT  -         181.085 (meters)     594.11  (feet)  COMP
 JX1118  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 JX1118
 JX1118  VERT ORDER  -  FIRST     CLASS II
 JX1118
 JX1118.The horizontal coordinates were scaled from a topographic map and have
 JX1118.an estimated accuracy of +/- 6 seconds.
 JX1118
 JX1118.The orthometric height was determined by differential leveling
 JX1118.and adjusted by the National Geodetic Survey in June 1991..
 JX1118
 JX1118.The geoid height was determined by GEOID03.
 JX1118
 JX1118.The dynamic height is computed by dividing the NAVD 88
 JX1118.geopotential number by the normal gravity value computed on the
 JX1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1118.degrees latitude (g = 980.6199 gals.).
 JX1118
 JX1118.The modeled gravity was interpolated from observed gravity values.
 JX1118
 JX1118;                    North         East    Units  Estimated Accuracy
 JX1118;SPC WV S     -   230,760.      531,560.      MT  (+/- 180 meters Scaled)
 JX1118
 JX1118                          SUPERSEDED SURVEY CONTROL
 JX1118
 JX1118  NGVD 29 (??/??/92)  181.381  (m)          595.08   (f) ADJ UNCH    1 2
 JX1118
 JX1118.Superseded values are not recommended for survey control.
 JX1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1118.See file dsdata.txt to determine how the superseded data were derived.
 JX1118
 JX1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD315255(NAD 83)
 JX1118_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JX1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1118+STABILITY: SURFACE MOTION
 JX1118
 JX1118  HISTORY     - Date     Condition        Report By
 JX1118  HISTORY     - UNK      MONUMENTED       DOD
 JX1118  HISTORY     - 1943     GOOD             NGS
 JX1118  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1118
 JX1118                          STATION DESCRIPTION
 JX1118
 JX1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1118'0.8 MI E FROM MURRAYVILLE.
 JX1118'0.8 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1118'POST OFFICE AT MURRAYVILLE, JACKSON COUNTY, 120 FEET WEST OF
 JX1118'THE WEST END OF TRESTLE 1169, 21 FEET SOUTH OF THE CENTERLINE OF
 JX1118'THE TRACK, IN THE NORTHWEST CORNER OF THE J.M. CONGROVE FARMYARD,
 JX1118'60.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE,
 JX1118'2.3 FEET EAST OF A FENCE CORNER, ABOUT 5 FEET LOWER THAN THE
 JX1118'TRACK, AND 2.5 FEET UNDERGROUND.  A COPPER BOLT, SET IN THE
 JX1118'TOP OF A CONCRETE POST, ON WHICH IS PLACED A 3-FOOT SECTION OF
 JX1118'2-INCH IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 JX1118'CAP.
 JX1118'CAP.
 JX1118
 JX1118                          STATION RECOVERY (1976)
 JX1118
 JX1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0689 ***********************************************************************
 JW0689  DESIGNATION -  35
 JW0689  PID         -  JW0689
 JW0689  STATE/COUNTY-  WV/MINERAL
 JW0689  USGS QUAD   -  ANTIOCH (1981)
 JW0689
 JW0689                         *CURRENT SURVEY CONTROL
 JW0689  ___________________________________________________________________
 JW0689* NAD 83(1986)-  39 21 40.     (N)    079 00 10.     (W)     SCALED    
 JW0689* NAVD 88     -       425.569  (meters)    1396.22   (feet)  ADJUSTED  
 JW0689  ___________________________________________________________________
 JW0689  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JW0689  DYNAMIC HT  -         425.313 (meters)    1395.38  (feet)  COMP
 JW0689  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 JW0689
 JW0689  VERT ORDER  -  SECOND    CLASS 0
 JW0689
 JW0689.The horizontal coordinates were scaled from a topographic map and have
 JW0689.an estimated accuracy of +/- 6 seconds.
 JW0689
 JW0689.The orthometric height was determined by differential leveling
 JW0689.and adjusted by the National Geodetic Survey in June 1991..
 JW0689
 JW0689.The geoid height was determined by GEOID03.
 JW0689
 JW0689.The dynamic height is computed by dividing the NAVD 88
 JW0689.geopotential number by the normal gravity value computed on the
 JW0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0689.degrees latitude (g = 980.6199 gals.).
 JW0689
 JW0689.The modeled gravity was interpolated from observed gravity values.
 JW0689
 JW0689;                    North         East    Units  Estimated Accuracy
 JW0689;SPC WV N     -    95,720.      642,850.      MT  (+/- 180 meters Scaled)
 JW0689
 JW0689                          SUPERSEDED SURVEY CONTROL
 JW0689
 JW0689  NGVD 29 (??/??/92)  425.754  (m)         1396.83   (f) ADJ UNCH    2 0
 JW0689
 JW0689.Superseded values are not recommended for survey control.
 JW0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0689.See file dsdata.txt to determine how the superseded data were derived.
 JW0689
 JW0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD720587(NAD 83)
 JW0689_MARKER: N = NAIL
 JW0689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0689_SP_SET: TREE
 JW0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0689
 JW0689  HISTORY     - Date     Condition        Report By
 JW0689  HISTORY     - UNK      MONUMENTED       WVHD
 JW0689  HISTORY     - 1934     GOOD             NGS
 JW0689
 JW0689                          STATION DESCRIPTION
 JW0689
 JW0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0689'1.1 MI NW FROM RIDGEVILLE.
 JW0689'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JW0689'AT RIDGEVILLE, MINERAL COUNTY, 2 MILES SOUTHEAST OF NEWCREEK, 220
 JW0689'YARDS SOUTHEAST OF THE JUNCTION WITH U.S. HIGHWAY 220, 60 YARDS
 JW0689'SOUTHEAST OF POLE 258, 7 YARDS SOUTH OF A ONE CAR GARAGE, 11 YARDS
 JW0689'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, IN THE ROOT OF A
 JW0689'MAPLE TREE, AND 2 FEET HIGHER THAN THE HIGHWAY.  A NAIL IN AN
 JW0689'OUTLINED SQUARE, MARKED BY THE LETTERS 35 PAINTED IN YELLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1111 ***********************************************************************
 JX1111  DESIGNATION -  353
 JX1111  PID         -  JX1111
 JX1111  STATE/COUNTY-  WV/JACKSON
 JX1111  USGS QUAD   -  PORTLAND (1994)
 JX1111
 JX1111                         *CURRENT SURVEY CONTROL
 JX1111  ___________________________________________________________________
 JX1111* NAD 83(1986)-  39 02 17.     (N)    081 46 44.     (W)     SCALED    
 JX1111* NAVD 88     -       180.086  (meters)     590.83   (feet)  ADJUSTED  
 JX1111  ___________________________________________________________________
 JX1111  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JX1111  DYNAMIC HT  -         179.970 (meters)     590.45  (feet)  COMP
 JX1111  MODELED GRAV-     979,984.4   (mgal)                       NAVD 88
 JX1111
 JX1111  VERT ORDER  -  FIRST     CLASS II
 JX1111
 JX1111.The horizontal coordinates were scaled from a topographic map and have
 JX1111.an estimated accuracy of +/- 6 seconds.
 JX1111
 JX1111.The orthometric height was determined by differential leveling
 JX1111.and adjusted by the National Geodetic Survey in June 1991..
 JX1111
 JX1111.The geoid height was determined by GEOID03.
 JX1111
 JX1111.The dynamic height is computed by dividing the NAVD 88
 JX1111.geopotential number by the normal gravity value computed on the
 JX1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1111.degrees latitude (g = 980.6199 gals.).
 JX1111
 JX1111.The modeled gravity was interpolated from observed gravity values.
 JX1111
 JX1111;                    North         East    Units  Estimated Accuracy
 JX1111;SPC WV S     -   226,500.      532,560.      MT  (+/- 180 meters Scaled)
 JX1111
 JX1111                          SUPERSEDED SURVEY CONTROL
 JX1111
 JX1111  NGVD 29 (??/??/92)  180.269  (m)          591.43   (f) ADJ UNCH    1 2
 JX1111
 JX1111.Superseded values are not recommended for survey control.
 JX1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1111.See file dsdata.txt to determine how the superseded data were derived.
 JX1111
 JX1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD325212(NAD 83)
 JX1111_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JX1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1111+STABILITY: SURFACE MOTION
 JX1111
 JX1111  HISTORY     - Date     Condition        Report By
 JX1111  HISTORY     - UNK      MONUMENTED       DOD
 JX1111  HISTORY     - 1943     GOOD             NGS
 JX1111  HISTORY     - 1976     GOOD             NGS
 JX1111
 JX1111                          STATION DESCRIPTION
 JX1111
 JX1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1111'0.7 MI SE FROM POLK.
 JX1111'0.7 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1111'THE STATION AT POLK, JACKSON COUNTY, 186 YARDS SOUTHEAST OF THE
 JX1111'FLAG SHOP AT RUNKLE, 1-1/2 POLES NORTHWEST OF POLE 121+10, 142 FEET
 JX1111'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 81 FEET SOUTHWEST OF A
 JX1111'4-1/2 FOOT DOUBLE TRUNK ELM TREE, 1.3 FEET SOUTHEAST OF THE
 JX1111'NORTHEAST-AND-SOUTHWEST FENCE, 2.1 FEET NORTHEAST OF A WHITE
 JX1111'WOODEN WITNESS POST, LEVEL WITH THE TRACK, AND 2.9 FEET
 JX1111'UNDERGROUND.  A COPPER BOLT SET IN THE TOP OF A CONCRETE POST,
 JX1111'ON WHICH IS PLACE A 3-FOOT SECTION OF 2-INCH IRON PIPE BEARING A
 JX1111'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 JX1111
 JX1111                          STATION RECOVERY (1976)
 JX1111
 JX1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1990 ***********************************************************************
 HW1990  DESIGNATION -  3557.6
 HW1990  PID         -  HW1990
 HW1990  STATE/COUNTY-  WV/RANDOLPH
 HW1990  USGS QUAD   -  DURBIN (1995)
 HW1990
 HW1990                         *CURRENT SURVEY CONTROL
 HW1990  ___________________________________________________________________
 HW1990* NAD 83(1986)-  38 36 43.     (N)    079 52 26.     (W)     SCALED    
 HW1990* NAVD 88     -      1085.259  (meters)    3560.55   (feet)  ADJUSTED  
 HW1990  ___________________________________________________________________
 HW1990  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HW1990  DYNAMIC HT  -        1084.364 (meters)    3557.62  (feet)  COMP
 HW1990  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 HW1990
 HW1990  VERT ORDER  -  SECOND    CLASS 0
 HW1990
 HW1990.The horizontal coordinates were scaled from a topographic map and have
 HW1990.an estimated accuracy of +/- 6 seconds.
 HW1990
 HW1990.The orthometric height was determined by differential leveling
 HW1990.and adjusted by the National Geodetic Survey in June 1991..
 HW1990
 HW1990.The geoid height was determined by GEOID03.
 HW1990
 HW1990.The dynamic height is computed by dividing the NAVD 88
 HW1990.geopotential number by the normal gravity value computed on the
 HW1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1990.degrees latitude (g = 980.6199 gals.).
 HW1990
 HW1990.The modeled gravity was interpolated from observed gravity values.
 HW1990
 HW1990;                    North         East    Units  Estimated Accuracy
 HW1990;SPC WV S     -   179,510.      698,080.      MT  (+/- 180 meters Scaled)
 HW1990
 HW1990                          SUPERSEDED SURVEY CONTROL
 HW1990
 HW1990  NGVD 29 (??/??/92) 1085.33   (m)         3560.8    (f) COMPUTED    2 0
 HW1990
 HW1990.Superseded values are not recommended for survey control.
 HW1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1990.See file dsdata.txt to determine how the superseded data were derived.
 HW1990
 HW1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC980743(NAD 83)
 HW1990_MARKER: Q = CHISELED SQUARE
 HW1990_SETTING: 80 = SET IN A BOULDER
 HW1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1990+STABILITY: SURFACE MOTION
 HW1990
 HW1990  HISTORY     - Date     Condition        Report By
 HW1990  HISTORY     - UNK      MONUMENTED       USGS
 HW1990  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1990
 HW1990                          STATION DESCRIPTION
 HW1990
 HW1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1990'AT CHEAT BRIDGE.
 HW1990'AT CHEAT BRIDGE, ON U.S. HIGHWAY 250, 70 YARDS SOUTH OF THE POST
 HW1990'OFFICE, 40 YARDS EAST OF THE EAST END OF THE HIGHWAY BRIDGE,
 HW1990'4 YARDS EAST OF A ROAD FORKS, ON THE TOP OF A LARGE BOULDER, AND
 HW1990'LEVEL WITH THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0340 ***********************************************************************
 HX0340  DESIGNATION -  3582
 HX0340  PID         -  HX0340
 HX0340  STATE/COUNTY-  WV/RANDOLPH
 HX0340  USGS QUAD   -  PICKENS (1977)
 HX0340
 HX0340                         *CURRENT SURVEY CONTROL
 HX0340  ___________________________________________________________________
 HX0340* NAD 83(1986)-  38 37 56.     (N)    080 11 24.     (W)     SCALED    
 HX0340* NAVD 88     -      1091.799  (meters)    3582.01   (feet)  ADJUSTED  
 HX0340  ___________________________________________________________________
 HX0340  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HX0340  DYNAMIC HT  -        1090.935 (meters)    3579.18  (feet)  COMP
 HX0340  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 HX0340
 HX0340  VERT ORDER  -  SECOND    CLASS 0
 HX0340
 HX0340.The horizontal coordinates were scaled from a topographic map and have
 HX0340.an estimated accuracy of +/- 6 seconds.
 HX0340
 HX0340.The orthometric height was determined by differential leveling
 HX0340.and adjusted by the National Geodetic Survey in June 1991..
 HX0340
 HX0340.The geoid height was determined by GEOID03.
 HX0340
 HX0340.The dynamic height is computed by dividing the NAVD 88
 HX0340.geopotential number by the normal gravity value computed on the
 HX0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0340.degrees latitude (g = 980.6199 gals.).
 HX0340
 HX0340.The modeled gravity was interpolated from observed gravity values.
 HX0340
 HX0340;                    North         East    Units  Estimated Accuracy
 HX0340;SPC WV S     -   181,470.      670,530.      MT  (+/- 180 meters Scaled)
 HX0340
 HX0340                          SUPERSEDED SURVEY CONTROL
 HX0340
 HX0340  NGVD 29 (??/??/92) 1091.929  (m)         3582.44   (f) ADJ UNCH    2 0
 HX0340
 HX0340.Superseded values are not recommended for survey control.
 HX0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0340.See file dsdata.txt to determine how the superseded data were derived.
 HX0340
 HX0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC705762(NAD 83)
 HX0340_MARKER: DD = SURVEY DISK
 HX0340_SETTING: 66 = SET IN ROCK OUTCROP
 HX0340_SP_SET: ROCK RAVINE
 HX0340_STAMPING: 3582
 HX0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0340+STABILITY: POSITION/ELEVATION WELL
 HX0340
 HX0340  HISTORY     - Date     Condition        Report By
 HX0340  HISTORY     - UNK      MONUMENTED       USGS
 HX0340  HISTORY     - 1962     GOOD             NGS
 HX0340
 HX0340                          STATION DESCRIPTION
 HX0340
 HX0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0340'3.3 MI SE FROM PICKENS.
 HX0340'ABOUT 0.7 MILE SOUTHEAST ALONG COUNTY ROAD 47 FROM THE POST OFFICE
 HX0340'AT PICKENS, THENCE ABOUT 2.6 MILE SOUTHEAST ALONG COUNTY ROAD
 HX0340'45, SET ON TOP OF A ROCK THAT IS ABOUT 5 FEET LONG AND IS IN A
 HX0340'SMALL RAVINE, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.3
 HX0340'FEET NORTH OF THE SOUTH EDGE OF THE ROCK, AND ABOUT 3 FEET ABOVE
 HX0340'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2629 ***********************************************************************
 HX2629  DESIGNATION -  365
 HX2629  PID         -  HX2629
 HX2629  STATE/COUNTY-  WV/JACKSON
 HX2629  USGS QUAD   -  RAVENSWOOD (1994)
 HX2629
 HX2629                         *CURRENT SURVEY CONTROL
 HX2629  ___________________________________________________________________
 HX2629* NAD 83(1986)-  38 56 31.     (N)    081 45 26.     (W)     SCALED    
 HX2629* NAVD 88     -       177.586  (meters)     582.63   (feet)  ADJUSTED  
 HX2629  ___________________________________________________________________
 HX2629  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 HX2629  DYNAMIC HT  -         177.472 (meters)     582.26  (feet)  COMP
 HX2629  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 HX2629
 HX2629  VERT ORDER  -  FIRST     CLASS II
 HX2629
 HX2629.The horizontal coordinates were scaled from a topographic map and have
 HX2629.an estimated accuracy of +/- 6 seconds.
 HX2629
 HX2629.The orthometric height was determined by differential leveling
 HX2629.and adjusted by the National Geodetic Survey in June 1991..
 HX2629
 HX2629.The geoid height was determined by GEOID03.
 HX2629
 HX2629.The dynamic height is computed by dividing the NAVD 88
 HX2629.geopotential number by the normal gravity value computed on the
 HX2629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2629.degrees latitude (g = 980.6199 gals.).
 HX2629
 HX2629.The modeled gravity was interpolated from observed gravity values.
 HX2629
 HX2629;                    North         East    Units  Estimated Accuracy
 HX2629;SPC WV S     -   215,810.      534,350.      MT  (+/- 180 meters Scaled)
 HX2629
 HX2629                          SUPERSEDED SURVEY CONTROL
 HX2629
 HX2629  NGVD 29 (??/??/92)  177.76   (m)          583.2    (f) COMPUTED    1 2
 HX2629
 HX2629.Superseded values are not recommended for survey control.
 HX2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2629.See file dsdata.txt to determine how the superseded data were derived.
 HX2629
 HX2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD343106(NAD 83)
 HX2629_MARKER: P = PIPE CAP
 HX2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2629+STABILITY: SURFACE MOTION
 HX2629
 HX2629  HISTORY     - Date     Condition        Report By
 HX2629  HISTORY     - UNK      MONUMENTED       DOD
 HX2629  HISTORY     - 1958     MARK NOT FOUND   NGS
 HX2629
 HX2629                          STATION DESCRIPTION
 HX2629
 HX2629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2629'0.6 MI SE FROM RAVENSWOOD.
 HX2629'0.6 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2629'THE STATION AT RAVENSWOOD, AT THE NORTH END OF THE Y-TRACK OF
 HX2629'A BRANCH LINE LEADING EAST, 12 FEET NORTHWEST OF THE FOURTH
 HX2629'POLE SOUTHEAST OF POLE 128+30, 100 FEET WEST OF THE WEST EDGE
 HX2629'OF THE CONCRETE PORCH OF A 2-STORY RED-BRICK FARMHOUSE, 39.5
 HX2629'FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, 29.2 FEET
 HX2629'SOUTHEAST OF THE SOUTHEAST SIDE OF A CONCRETE TELEPHONE BOOTH,
 HX2629'1.7 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 HX2629'3 FEET LOWER THAN THE TRACK, AND 0.8 FOOT UNDER GROUND.  A
 HX2629'COPPER BOLT, SET IN THE TOP OF A CONCRETE POST, ON WHICH IS
 HX2629'PLACED A 1.1-FOOT SECTION OF 2-INCH IRON PIPE BEARING A CORPS OF
 HX2629'ENGINEERS, U.S. ARMY, STANDARD CAP.  NOTE-- PROBED AND DUG IN
 HX2629'VICINITY, BUT NOT SUCCESSFUL IN UNCOVERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2025 ***********************************************************************
 HX2025  DESIGNATION -  365 A
 HX2025  PID         -  HX2025
 HX2025  STATE/COUNTY-  WV/KANAWHA
 HX2025  USGS QUAD   -  CHARLESTON WEST (1976)
 HX2025
 HX2025                         *CURRENT SURVEY CONTROL
 HX2025  ___________________________________________________________________
 HX2025* NAD 83(1986)-  38 22 14.     (N)    081 42 34.     (W)     SCALED    
 HX2025* NAVD 88     -       172.385  (meters)     565.57   (feet)  ADJUSTED  
 HX2025  ___________________________________________________________________
 HX2025  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HX2025  DYNAMIC HT  -         172.264 (meters)     565.17  (feet)  COMP
 HX2025  MODELED GRAV-     979,929.0   (mgal)                       NAVD 88
 HX2025
 HX2025  VERT ORDER  -  FIRST     CLASS II
 HX2025
 HX2025.The horizontal coordinates were scaled from a topographic map and have
 HX2025.an estimated accuracy of +/- 6 seconds.
 HX2025
 HX2025.The orthometric height was determined by differential leveling
 HX2025.and adjusted by the National Geodetic Survey in June 1991..
 HX2025
 HX2025.The geoid height was determined by GEOID03.
 HX2025
 HX2025.The dynamic height is computed by dividing the NAVD 88
 HX2025.geopotential number by the normal gravity value computed on the
 HX2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2025.degrees latitude (g = 980.6199 gals.).
 HX2025
 HX2025.The modeled gravity was interpolated from observed gravity values.
 HX2025
 HX2025;                    North         East    Units  Estimated Accuracy
 HX2025;SPC WV S     -   152,350.      538,010.      MT  (+/- 180 meters Scaled)
 HX2025
 HX2025                          SUPERSEDED SURVEY CONTROL
 HX2025
 HX2025  NGVD 29 (??/??/92)  172.586  (m)          566.23   (f) ADJ UNCH    1 2
 HX2025
 HX2025.Superseded values are not recommended for survey control.
 HX2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2025.See file dsdata.txt to determine how the superseded data were derived.
 HX2025
 HX2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC380471(NAD 83)
 HX2025_MARKER: DD = SURVEY DISK
 HX2025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2025_SP_SET: DAM ABUTMENT
 HX2025_STAMPING: 365 A
 HX2025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2025
 HX2025  HISTORY     - Date     Condition        Report By
 HX2025  HISTORY     - UNK      MONUMENTED       DOD
 HX2025  HISTORY     - 1933     GOOD             NGS
 HX2025
 HX2025                          STATION DESCRIPTION
 HX2025
 HX2025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX2025'2 MI W FROM WEST CHARLESTON.
 HX2025'ABOUT 2.0 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX2025'WEST CHARELESTON, KANAWHA COUNTY, AT LOCK 6, ABOUT 50 YARDS
 HX2025'SOUTH OF THE TRACK, IN THE TOP OF THE NORTH ABUTMENT OF THE
 HX2025'DAM, 1 FOOT EAST OF THE CENTER OF THE WEST END, AND ABOUT 40
 HX2025'FEET LOWER THAN THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY,
 HX2025'STANDARD DISK, STAMPED 365 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2628 ***********************************************************************
 HX2628  DESIGNATION -  367
 HX2628  PID         -  HX2628
 HX2628  STATE/COUNTY-  WV/JACKSON
 HX2628  USGS QUAD   -  RAVENSWOOD (1994)
 HX2628
 HX2628                         *CURRENT SURVEY CONTROL
 HX2628  ___________________________________________________________________
 HX2628* NAD 83(1986)-  38 55 21.     (N)    081 45 37.     (W)     SCALED    
 HX2628* NAVD 88     -       176.494  (meters)     579.05   (feet)  ADJUSTED  
 HX2628  ___________________________________________________________________
 HX2628  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 HX2628  DYNAMIC HT  -         176.380 (meters)     578.67  (feet)  COMP
 HX2628  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 HX2628
 HX2628  VERT ORDER  -  FIRST     CLASS II
 HX2628
 HX2628.The horizontal coordinates were scaled from a topographic map and have
 HX2628.an estimated accuracy of +/- 6 seconds.
 HX2628
 HX2628.The orthometric height was determined by differential leveling
 HX2628.and adjusted by the National Geodetic Survey in June 1991..
 HX2628
 HX2628.The geoid height was determined by GEOID03.
 HX2628
 HX2628.The dynamic height is computed by dividing the NAVD 88
 HX2628.geopotential number by the normal gravity value computed on the
 HX2628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2628.degrees latitude (g = 980.6199 gals.).
 HX2628
 HX2628.The modeled gravity was interpolated from observed gravity values.
 HX2628
 HX2628;                    North         East    Units  Estimated Accuracy
 HX2628;SPC WV S     -   213,660.      534,070.      MT  (+/- 180 meters Scaled)
 HX2628
 HX2628                          SUPERSEDED SURVEY CONTROL
 HX2628
 HX2628  NGVD 29 (??/??/92)  176.664  (m)          579.61   (f) ADJ UNCH    1 2
 HX2628
 HX2628.Superseded values are not recommended for survey control.
 HX2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2628.See file dsdata.txt to determine how the superseded data were derived.
 HX2628
 HX2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD340084(NAD 83)
 HX2628_MARKER: P = PIPE CAP
 HX2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2628+STABILITY: SURFACE MOTION
 HX2628
 HX2628  HISTORY     - Date     Condition        Report By
 HX2628  HISTORY     - UNK      MONUMENTED       DOD
 HX2628  HISTORY     - 1943     GOOD             NGS
 HX2628
 HX2628                          STATION DESCRIPTION
 HX2628
 HX2628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HX2628'1.9 MI S FROM RAVENSWOOD.
 HX2628'1.9 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX2628'STATION AT RAVENSWOOD, 10.8 FEET WEST OF THE SECOND POLE
 HX2628'NORTHEAST OF POLE 130+10, AND ABOUT 515 FEET SOUTHWEST OF A
 HX2628'PRIVATE-ROAD CROSSING, 26.8 FEET NORTHWEST OF THE CENTERLINE
 HX2628'OF THE TRACK, 2.1 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 HX2628'ABOUT 9 FEET LOWER THAN THE TRACK, AND 2 FEET UNDERGROUND.  A
 HX2628'COPPER BOLT, SET IN THE TOP OF A CONCRETE POST, ON WHICH IS
 HX2628'PLACES A 3-FOOT SECTION OF 2-INCH PIPE BEARING A CORPS OF
 HX2628'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2626 ***********************************************************************
 HX2626  DESIGNATION -  369
 HX2626  PID         -  HX2626
 HX2626  STATE/COUNTY-  WV/JACKSON
 HX2626  USGS QUAD   -  RAVENSWOOD (1994)
 HX2626
 HX2626                         *CURRENT SURVEY CONTROL
 HX2626  ___________________________________________________________________
 HX2626* NAD 83(1986)-  38 55 13.     (N)    081 46 36.     (W)     SCALED    
 HX2626* NAVD 88     -       178.982  (meters)     587.21   (feet)  ADJUSTED  
 HX2626  ___________________________________________________________________
 HX2626  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 HX2626  DYNAMIC HT  -         178.867 (meters)     586.83  (feet)  COMP
 HX2626  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 HX2626
 HX2626  VERT ORDER  -  FIRST     CLASS II
 HX2626
 HX2626.The horizontal coordinates were scaled from a topographic map and have
 HX2626.an estimated accuracy of +/- 6 seconds.
 HX2626
 HX2626.The orthometric height was determined by differential leveling
 HX2626.and adjusted by the National Geodetic Survey in June 1991..
 HX2626
 HX2626.The geoid height was determined by GEOID03.
 HX2626
 HX2626.The dynamic height is computed by dividing the NAVD 88
 HX2626.geopotential number by the normal gravity value computed on the
 HX2626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2626.degrees latitude (g = 980.6199 gals.).
 HX2626
 HX2626.The modeled gravity was interpolated from observed gravity values.
 HX2626
 HX2626;                    North         East    Units  Estimated Accuracy
 HX2626;SPC WV S     -   213,420.      532,650.      MT  (+/- 180 meters Scaled)
 HX2626
 HX2626                          SUPERSEDED SURVEY CONTROL
 HX2626
 HX2626  NGVD 29 (??/??/92)  179.15   (m)          587.8    (f) COMPUTED    1 2
 HX2626
 HX2626.Superseded values are not recommended for survey control.
 HX2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2626.See file dsdata.txt to determine how the superseded data were derived.
 HX2626
 HX2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD326082(NAD 83)
 HX2626_MARKER: P = PIPE CAP
 HX2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2626+STABILITY: SURFACE MOTION
 HX2626
 HX2626  HISTORY     - Date     Condition        Report By
 HX2626  HISTORY     - UNK      MONUMENTED       DOD
 HX2626  HISTORY     - 1958     MARK NOT FOUND   NGS
 HX2626
 HX2626                          STATION DESCRIPTION
 HX2626
 HX2626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2626'2.9 MI S FROM RAVENSWOOD.
 HX2626'2.9 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX2626'STATION AT RAVENSWOOD, 0.9 MILE EAST OF THE FLAG STATION AT
 HX2626'PLEASANT VIEW, ABOUT 1000 FEET EAST OF THE EAST END OF TRESTLE
 HX2626'1313, 71.5 FEET SOUTH ACROSS THE TRACK FROM POLE 131+10, 60.8
 HX2626'FEET WEST OF A TRIANGULAR BLAZE ON A 1-1/2-FOOT WALNUT TREE,
 HX2626'48.8 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 2.1 FEET WEST OF
 HX2626'A WHITE WOODEN WITNESS POST, DIRECTLY UNDER A NORTH-AND-SOUTH
 HX2626'FENCE, ABOUT 3 FEET HIGHER THAN THE TRACK, AND 2.8 FEET
 HX2626'UNDER GROUND.  A COPPER BOLT, SET IN THE TOP OF A CONCRETE POST,
 HX2626'ON WHICH IS PLACED A 3-FOOT SECTION OF 2-INCH IRON PIPE BEARING
 HX2626'A CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP.  NOTE-- DESCRIPTION
 HX2626'NOT ACCURATE ENOUGH FOR PRESENT DAY CONDITIONS.  TRESTLE 1313
 HX2626'NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2620 ***********************************************************************
 HX2620  DESIGNATION -  377
 HX2620  PID         -  HX2620
 HX2620  STATE/COUNTY-  WV/JACKSON
 HX2620  USGS QUAD   -  RAVENSWOOD (1994)
 HX2620
 HX2620                         *CURRENT SURVEY CONTROL
 HX2620  ___________________________________________________________________
 HX2620* NAD 83(1986)-  38 55 05.     (N)    081 50 27.     (W)     SCALED    
 HX2620* NAVD 88     -       176.800  (meters)     580.05   (feet)  ADJUSTED  
 HX2620  ___________________________________________________________________
 HX2620  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 HX2620  DYNAMIC HT  -         176.687 (meters)     579.68  (feet)  COMP
 HX2620  MODELED GRAV-     979,985.0   (mgal)                       NAVD 88
 HX2620
 HX2620  VERT ORDER  -  FIRST     CLASS II
 HX2620
 HX2620.The horizontal coordinates were scaled from a topographic map and have
 HX2620.an estimated accuracy of +/- 6 seconds.
 HX2620
 HX2620.The orthometric height was determined by differential leveling
 HX2620.and adjusted by the National Geodetic Survey in June 1991..
 HX2620
 HX2620.The geoid height was determined by GEOID03.
 HX2620
 HX2620.The dynamic height is computed by dividing the NAVD 88
 HX2620.geopotential number by the normal gravity value computed on the
 HX2620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2620.degrees latitude (g = 980.6199 gals.).
 HX2620
 HX2620.The modeled gravity was interpolated from observed gravity values.
 HX2620
 HX2620;                    North         East    Units  Estimated Accuracy
 HX2620;SPC WV S     -   213,220.      527,080.      MT  (+/- 180 meters Scaled)
 HX2620
 HX2620                          SUPERSEDED SURVEY CONTROL
 HX2620
 HX2620  NGVD 29 (??/??/92)  176.98   (m)          580.6    (f) COMPUTED    1 2
 HX2620
 HX2620.Superseded values are not recommended for survey control.
 HX2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2620.See file dsdata.txt to determine how the superseded data were derived.
 HX2620
 HX2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD271080(NAD 83)
 HX2620_MARKER: P = PIPE CAP
 HX2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2620+STABILITY: SURFACE MOTION
 HX2620
 HX2620  HISTORY     - Date     Condition        Report By
 HX2620  HISTORY     - UNK      MONUMENTED       DOD
 HX2620  HISTORY     - 1958     MARK NOT FOUND   NGS
 HX2620
 HX2620                          STATION DESCRIPTION
 HX2620
 HX2620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2620'1.2 MI S FROM WILLOW GROVE.
 HX2620'1-1/4 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2620'WILLOW GROVE, 162 FEET SOUTHWEST OF THE CENTER OF A PRIVATE-ROAD
 HX2620'CROSSING, 53.7 FEET SOUTHEAST ACROSS THE TRACK FROM THE SECOND POLE
 HX2620'SOUTHWEST OF POLE 136+20, 30.6 FEET SOUTHEAST OF THE CENTERLINE OF
 HX2620'THE TRACK, 12 FEET SOUTHEAST OF A GATEPOST AT THE SOUTHWEST
 HX2620'END OF A RIGHT-ANGLE TURN TO THE NORTH IN A FARM ROAD EAST OF
 HX2620'THE TRACK, 4.5 FEET NORTHEAST OF A FENCE CORNER, 1.7 FEET
 HX2620'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET LOWER THAN
 HX2620'THE TRACK, AND ABOUT 3.4 FEET UNDER GROUND.  A COPPER BOLT,
 HX2620'SET IN THE TOP OF A CONCRETE POST, ON WHICH IS PLACED A 3-FOOT
 HX2620'SECTION OF 2-INCH IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 HX2620'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0337 ***********************************************************************
 HX0337  DESIGNATION -  3775
 HX0337  PID         -  HX0337
 HX0337  STATE/COUNTY-  WV/RANDOLPH
 HX0337  USGS QUAD   -  SAMP (1995)
 HX0337
 HX0337                         *CURRENT SURVEY CONTROL
 HX0337  ___________________________________________________________________
 HX0337* NAD 83(1986)-  38 37 17.     (N)    080 08 52.     (W)     SCALED    
 HX0337* NAVD 88     -      1150.652  (meters)    3775.10   (feet)  ADJUSTED  
 HX0337  ___________________________________________________________________
 HX0337  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HX0337  DYNAMIC HT  -        1149.709 (meters)    3772.00  (feet)  COMP
 HX0337  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 HX0337
 HX0337  VERT ORDER  -  SECOND    CLASS 0
 HX0337
 HX0337.The horizontal coordinates were scaled from a topographic map and have
 HX0337.an estimated accuracy of +/- 6 seconds.
 HX0337
 HX0337.The orthometric height was determined by differential leveling
 HX0337.and adjusted by the National Geodetic Survey in June 1991..
 HX0337
 HX0337.The geoid height was determined by GEOID03.
 HX0337
 HX0337.The dynamic height is computed by dividing the NAVD 88
 HX0337.geopotential number by the normal gravity value computed on the
 HX0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0337.degrees latitude (g = 980.6199 gals.).
 HX0337
 HX0337.The modeled gravity was interpolated from observed gravity values.
 HX0337
 HX0337;                    North         East    Units  Estimated Accuracy
 HX0337;SPC WV S     -   180,300.      674,210.      MT  (+/- 180 meters Scaled)
 HX0337
 HX0337                          SUPERSEDED SURVEY CONTROL
 HX0337
 HX0337  NGVD 29 (??/??/92) 1150.754  (m)         3775.43   (f) ADJ UNCH    2 0
 HX0337
 HX0337.Superseded values are not recommended for survey control.
 HX0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0337.See file dsdata.txt to determine how the superseded data were derived.
 HX0337
 HX0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC741751(NAD 83)
 HX0337_MARKER: DD = SURVEY DISK
 HX0337_SETTING: 66 = SET IN ROCK OUTCROP
 HX0337_SP_SET: ROCK BANK
 HX0337_STAMPING: 3775
 HX0337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0337+STABILITY: POSITION/ELEVATION WELL
 HX0337
 HX0337  HISTORY     - Date     Condition        Report By
 HX0337  HISTORY     - UNK      MONUMENTED       USGS
 HX0337  HISTORY     - 1962     GOOD             NGS
 HX0337
 HX0337                          STATION DESCRIPTION
 HX0337
 HX0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0337'5.5 MI SE FROM PICKENS.
 HX0337'ABOUT 0.7 MILE SOUTHEAST ALONG COUNTY ROAD 47 FROM THE POST
 HX0337'OFFICE AT PICKENS, THENCE ABOUT 4.8 MILES SOUTHEAST ALONG COUNTY
 HX0337'ROAD 45, ON THE INSIDE AT THE EAST END OF A CURVE WITH THE
 HX0337'TANGENTS EXTENDING TO THE SOUTHWEST AND EAST, SET ON TOP OF A
 HX0337'ROCK THAT IS ABOUT 4 FEET LONG AND FORMS A PART OF THE ROAD BANK,
 HX0337'32 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.6 FOOT SOUTH
 HX0337'OF THE NORTH EDGE OF THE ROCK, 140 FEET EAST OF A COVERED SPRING,
 HX0337'47 1/2 FEET EAST OF A TELEPHONE POLE, AND ABOUT 7 FEET ABOVE THE
 HX0337'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1510 ***********************************************************************
 GX1510  DESIGNATION -  38 C OF BLUEFIELD
 GX1510  PID         -  GX1510
 GX1510  STATE/COUNTY-  WV/MERCER
 GX1510  USGS QUAD   -  BLUEFIELD (1979)
 GX1510
 GX1510                         *CURRENT SURVEY CONTROL
 GX1510  ___________________________________________________________________
 GX1510* NAD 83(1986)-  37 16 07.     (N)    081 13 19.     (W)     SCALED    
 GX1510* NAVD 88     -       786.421  (meters)    2580.12   (feet)  POSTED    
 GX1510  ___________________________________________________________________
 GX1510  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GX1510  DYNAMIC HT  -         785.710 (meters)    2577.78  (feet)  COMP
 GX1510  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 GX1510
 GX1510  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GX1510
 GX1510.The horizontal coordinates were scaled from a topographic map and have
 GX1510.an estimated accuracy of +/- 6 seconds.
 GX1510
 GX1510.The orthometric height was determined by differential leveling
 GX1510.and adjusted by the National Geodetic Survey in 1992..
 GX1510.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GX1510.rate greater than 8.0 mm/km.
 GX1510
 GX1510.The geoid height was determined by GEOID03.
 GX1510
 GX1510.The dynamic height is computed by dividing the NAVD 88
 GX1510.geopotential number by the normal gravity value computed on the
 GX1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1510.degrees latitude (g = 980.6199 gals.).
 GX1510
 GX1510.The modeled gravity was interpolated from observed gravity values.
 GX1510
 GX1510;                    North         East    Units  Estimated Accuracy
 GX1510;SPC WV S     -    29,840.      580,310.      MT  (+/- 180 meters Scaled)
 GX1510
 GX1510                          SUPERSEDED SURVEY CONTROL
 GX1510
 GX1510  NGVD 29 (??/??/92)  786.503  (m)         2580.39   (f) ADJ UNCH    1 2
 GX1510
 GX1510.Superseded values are not recommended for survey control.
 GX1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1510.See file dsdata.txt to determine how the superseded data were derived.
 GX1510
 GX1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB803246(NAD 83)
 GX1510_MARKER: DD = SURVEY DISK
 GX1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1510+STABILITY: SURFACE MOTION
 GX1510
 GX1510  HISTORY     - Date     Condition        Report By
 GX1510  HISTORY     - UNK      MONUMENTED       WV0260
 GX1510  HISTORY     - 1965     GOOD             NGS
 GX1510  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1510
 GX1510                          STATION DESCRIPTION
 GX1510
 GX1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1510'AT BLUEFIELD.
 GX1510'AT BLUEFIELD, NEAR THE JUNCTION OF FEDERAL AND COMMERCE STREETS,
 GX1510'DIRECTLY IN FRONT OF THE WESTERN UNION OFFICE, 45 FEET NORTH OF
 GX1510'THE NORTH CURB OF COMMERCE STREET, 1 FOOT EAST OF THE EAST CURB
 GX1510'OF FEDERAL STREET, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE STREETS
 GX1510'AND IS SET IN THE TOP OF A CONCRETE POST WHICH HAS HAD THE
 GX1510'SIDEWALK POURED AROUND MARK FLUSH WITH THE TOP OF THE POST AND
 GX1510'IS A CITY OF BLUEFIELD DISK.
 GX1510
 GX1510                          STATION RECOVERY (1984)
 GX1510
 GX1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1510'NOT RECOVERED, THE SIDEWALK HAS BEEN REPOURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0920 ***********************************************************************
 KY0920  DESIGNATION -  38 JJS
 KY0920  PID         -  KY0920
 KY0920  STATE/COUNTY-  WV/BROOKE
 KY0920  USGS QUAD   -  BETHANY (1981)
 KY0920
 KY0920                         *CURRENT SURVEY CONTROL
 KY0920  ___________________________________________________________________
 KY0920* NAD 83(1986)-  40 14 17.     (N)    080 35 53.     (W)     SCALED    
 KY0920* NAVD 88     -       219.477  (meters)     720.07   (feet)  ADJUSTED  
 KY0920  ___________________________________________________________________
 KY0920  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KY0920  DYNAMIC HT  -         219.359 (meters)     719.68  (feet)  COMP
 KY0920  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 KY0920
 KY0920  VERT ORDER  -  SECOND    CLASS 0
 KY0920
 KY0920.The horizontal coordinates were scaled from a topographic map and have
 KY0920.an estimated accuracy of +/- 6 seconds.
 KY0920
 KY0920.The orthometric height was determined by differential leveling
 KY0920.and adjusted by the National Geodetic Survey in June 1991..
 KY0920
 KY0920.The geoid height was determined by GEOID03.
 KY0920
 KY0920.The dynamic height is computed by dividing the NAVD 88
 KY0920.geopotential number by the normal gravity value computed on the
 KY0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0920.degrees latitude (g = 980.6199 gals.).
 KY0920
 KY0920.The modeled gravity was interpolated from observed gravity values.
 KY0920
 KY0920;                    North         East    Units  Estimated Accuracy
 KY0920;SPC WV N     -   193,530.      506,560.      MT  (+/- 180 meters Scaled)
 KY0920
 KY0920                          SUPERSEDED SURVEY CONTROL
 KY0920
 KY0920  NGVD 29 (??/??/92)  219.653  (m)          720.64   (f) ADJ UNCH    2 0
 KY0920
 KY0920.Superseded values are not recommended for survey control.
 KY0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0920.See file dsdata.txt to determine how the superseded data were derived.
 KY0920
 KY0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE341542(NAD 83)
 KY0920_MARKER: DD = SURVEY DISK
 KY0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0920_STAMPING: TT 720 38 JJS 1955
 KY0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0920+STABILITY: SURFACE MOTION
 KY0920
 KY0920  HISTORY     - Date     Condition        Report By
 KY0920  HISTORY     - 1955     MONUMENTED       USGS
 KY0920  HISTORY     - 1957     GOOD             NGS
 KY0920
 KY0920                          STATION DESCRIPTION
 KY0920
 KY0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0920'2.7 MI SE FROM WELLSBURG.
 KY0920'ABOUT 2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 67 FROM THE JUNCTION
 KY0920'OF STATE HIGHWAY 2 AT WELLSBURG, AT THE JUNCTION OF A GRAVEL ROAD
 KY0920'LEADING SOUTH, 23 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 25
 KY0920'FEET WEST OF CENTER LINE OF GRAVEL ROAD, 153 YARDS SOUTH OF SOUTH
 KY0920'END OF A HIGHWAY BRIDGE OVER BUFFALO CREEK, 4.6 FEET SOUTH OF
 KY0920'CONCRETE POST WITH ROAD SIGNS, ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY
 KY0920'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2614 ***********************************************************************
 HX2614  DESIGNATION -  383
 HX2614  PID         -  HX2614
 HX2614  STATE/COUNTY-  WV/JACKSON
 HX2614  USGS QUAD   -  NEW HAVEN (1994)
 HX2614
 HX2614                         *CURRENT SURVEY CONTROL
 HX2614  ___________________________________________________________________
 HX2614* NAD 83(1986)-  38 52 37.     (N)    081 52 30.     (W)     SCALED    
 HX2614* NAVD 88     -       173.124  (meters)     567.99   (feet)  ADJUSTED  
 HX2614  ___________________________________________________________________
 HX2614  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HX2614  DYNAMIC HT  -         173.012 (meters)     567.62  (feet)  COMP
 HX2614  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 HX2614
 HX2614  VERT ORDER  -  FIRST     CLASS II
 HX2614
 HX2614.The horizontal coordinates were scaled from a topographic map and have
 HX2614.an estimated accuracy of +/- 6 seconds.
 HX2614
 HX2614.The orthometric height was determined by differential leveling
 HX2614.and adjusted by the National Geodetic Survey in June 1991..
 HX2614
 HX2614.The geoid height was determined by GEOID03.
 HX2614
 HX2614.The dynamic height is computed by dividing the NAVD 88
 HX2614.geopotential number by the normal gravity value computed on the
 HX2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2614.degrees latitude (g = 980.6199 gals.).
 HX2614
 HX2614.The modeled gravity was interpolated from observed gravity values.
 HX2614
 HX2614;                    North         East    Units  Estimated Accuracy
 HX2614;SPC WV S     -   208,690.      524,070.      MT  (+/- 180 meters Scaled)
 HX2614
 HX2614                          SUPERSEDED SURVEY CONTROL
 HX2614
 HX2614  NGVD 29 (??/??/92)  173.302  (m)          568.58   (f) ADJ UNCH    1 2
 HX2614
 HX2614.Superseded values are not recommended for survey control.
 HX2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2614.See file dsdata.txt to determine how the superseded data were derived.
 HX2614
 HX2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD241034(NAD 83)
 HX2614_MARKER: B = BOLT
 HX2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2614+STABILITY: SURFACE MOTION
 HX2614
 HX2614  HISTORY     - Date     Condition        Report By
 HX2614  HISTORY     - UNK      MONUMENTED       DOD
 HX2614  HISTORY     - 1956     GOOD             NGS
 HX2614  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX2614
 HX2614                          STATION DESCRIPTION
 HX2614
 HX2614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2614'1.1 MI SW FROM MILLWOOD.
 HX2614'ABOUT 1.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2614'FROM THE STATION AT MILLWOOD, AT THE SOUTHWEST END OF TRESTLE NO.
 HX2614'140.4, 25 FEET NORTHWEST OF NORTHWEST RAIL, 67 FEET
 HX2614'EAST-NORTHEAST OF A LONE 14-INCH FORKED BLACK LOCUST TREE, 7 FEET
 HX2614'NORTH-NORTHWEST OF TELEPHONE POLE NO. 140/23, 5 1/2 FEET SOUTHWEST
 HX2614'OF THE EXTENDED SOUTHWEST END OF TRESTLE (TRESTLE IS PARTLY
 HX2614'FILLED IN) ABOUT 11 FEET BELOW LEVEL OF TRACK AND IS A COPPER
 HX2614'BOLT ON SMALL CONCRETE POST ABOUT 16 INCHES UNDERGROUND.
 HX2614'NOTE-- MARK MAY BE REACHED FROM MT. ALTO, JACKSON COUNTY, BY GOING
 HX2614'ABOUT 1.05 MILES NORTHEAST ALONG STATE HIGHWAY 2 FROM
 HX2614'INTERSECTION OF U.S. HIGHWAY 33 TO RAILROAD TRESTLE AND SITE OF
 HX2614'MARK.  NOTE-- BOLT APPEARS TO BE OK - PIPE AND CAP MISSING.
 HX2614
 HX2614                          STATION RECOVERY (1976)
 HX2614
 HX2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2613 ***********************************************************************
 HX2613  DESIGNATION -  385
 HX2613  PID         -  HX2613
 HX2613  STATE/COUNTY-  WV/JACKSON
 HX2613  USGS QUAD   -  MOUNT ALTO (1994)
 HX2613
 HX2613                         *CURRENT SURVEY CONTROL
 HX2613  ___________________________________________________________________
 HX2613* NAD 83(1986)-  38 52 16.     (N)    081 53 45.     (W)     SCALED    
 HX2613* NAVD 88     -       177.148  (meters)     581.19   (feet)  ADJUSTED  
 HX2613  ___________________________________________________________________
 HX2613  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HX2613  DYNAMIC HT  -         177.033 (meters)     580.82  (feet)  COMP
 HX2613  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 HX2613
 HX2613  VERT ORDER  -  FIRST     CLASS II
 HX2613
 HX2613.The horizontal coordinates were scaled from a topographic map and have
 HX2613.an estimated accuracy of +/- 6 seconds.
 HX2613
 HX2613.The orthometric height was determined by differential leveling
 HX2613.and adjusted by the National Geodetic Survey in June 1991..
 HX2613
 HX2613.The geoid height was determined by GEOID03.
 HX2613
 HX2613.The dynamic height is computed by dividing the NAVD 88
 HX2613.geopotential number by the normal gravity value computed on the
 HX2613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2613.degrees latitude (g = 980.6199 gals.).
 HX2613
 HX2613.The modeled gravity was interpolated from observed gravity values.
 HX2613
 HX2613;                    North         East    Units  Estimated Accuracy
 HX2613;SPC WV S     -   208,060.      522,260.      MT  (+/- 180 meters Scaled)
 HX2613
 HX2613                          SUPERSEDED SURVEY CONTROL
 HX2613
 HX2613  NGVD 29 (??/??/92)  177.329  (m)          581.79   (f) ADJ UNCH    1 2
 HX2613
 HX2613.Superseded values are not recommended for survey control.
 HX2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2613.See file dsdata.txt to determine how the superseded data were derived.
 HX2613
 HX2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD222028(NAD 83)
 HX2613_MARKER: P = PIPE CAP
 HX2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2613+STABILITY: SURFACE MOTION
 HX2613
 HX2613  HISTORY     - Date     Condition        Report By
 HX2613  HISTORY     - UNK      MONUMENTED       DOD
 HX2613  HISTORY     - 1935     GOOD             NGS
 HX2613
 HX2613                          STATION DESCRIPTION
 HX2613
 HX2613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2613'2.2 MI SW FROM MILLWOOD.
 HX2613'2.2 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2613'THE STATION AT MILLWOOD, 82 FEET EAST OF THE EAST END OF
 HX2613'TRESTLE 1417 OVER THOMS RUN, 20.3 FEET NORTH OF THE CENTERLINE
 HX2613'OF THE TRACK, 2.4 FEET WEST OF A WHITE WOODEN WITNESS POST,
 HX2613'ABOUT 2 FEET LOWER THAN THE TRACK, AND 3.3 FEET UNDER GROUND.
 HX2613'A COPPER BOLT, SET IN THE TOP OF A CONCRETE POST, ON WHICH IS
 HX2613'PLACED A 3-FOOT SECTION OF 2-INCH IRON PIPE BEARING A CORPS OF
 HX2613'ENGINEER, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0880 ***********************************************************************
 JX0880  DESIGNATION -  39 USE
 JX0880  PID         -  JX0880
 JX0880  STATE/COUNTY-  WV/PLEASANTS
 JX0880  USGS QUAD   -  RAVEN ROCK (1994)
 JX0880
 JX0880                         *CURRENT SURVEY CONTROL
 JX0880  ___________________________________________________________________
 JX0880* NAD 83(1986)-  39 23 22.     (N)    081 12 27.     (W)     SCALED    
 JX0880* NAVD 88     -       190.156  (meters)     623.87   (feet)  ADJUSTED  
 JX0880  ___________________________________________________________________
 JX0880  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JX0880  DYNAMIC HT  -         190.042 (meters)     623.50  (feet)  COMP
 JX0880  MODELED GRAV-     980,022.7   (mgal)                       NAVD 88
 JX0880
 JX0880  VERT ORDER  -  SECOND    CLASS 0
 JX0880
 JX0880.The horizontal coordinates were scaled from a topographic map and have
 JX0880.an estimated accuracy of +/- 6 seconds.
 JX0880
 JX0880.The orthometric height was determined by differential leveling
 JX0880.and adjusted by the National Geodetic Survey in June 1991..
 JX0880
 JX0880.The geoid height was determined by GEOID03.
 JX0880
 JX0880.The dynamic height is computed by dividing the NAVD 88
 JX0880.geopotential number by the normal gravity value computed on the
 JX0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0880.degrees latitude (g = 980.6199 gals.).
 JX0880
 JX0880.The modeled gravity was interpolated from observed gravity values.
 JX0880
 JX0880;                    North         East    Units  Estimated Accuracy
 JX0880;SPC WV N     -   100,140.      452,920.      MT  (+/- 180 meters Scaled)
 JX0880
 JX0880                          SUPERSEDED SURVEY CONTROL
 JX0880
 JX0880  NGVD 29 (??/??/92)  190.319  (m)          624.40   (f) ADJ UNCH    2 0
 JX0880
 JX0880.Superseded values are not recommended for survey control.
 JX0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0880.See file dsdata.txt to determine how the superseded data were derived.
 JX0880
 JX0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD821600(NAD 83)
 JX0880_MARKER: P = PIPE CAP
 JX0880_SETTING: 0 = UNSPECIFIED SETTING
 JX0880_STAMPING: 39
 JX0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0880
 JX0880  HISTORY     - Date     Condition        Report By
 JX0880  HISTORY     - UNK      MONUMENTED       DOD
 JX0880  HISTORY     - 1957     GOOD             NGS
 JX0880  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0880
 JX0880                          STATION DESCRIPTION
 JX0880
 JX0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0880'AT ST MARYS.
 JX0880'AT ST. MARYS, ABOUT 0.15 MILE SOUTHWEST ALONG SECOND STREET
 JX0880'FROM THE POSTOFFICE, 89 3/4 FEET NORTHWEST OF NORTHWEST CURB
 JX0880'LINE OF SECOND STREET, 18 FEET NORTHEAST OF NORTHEAST CURB LINE
 JX0880'OF LAFAYETTE STREET, 19 FEET WEST-NORTHWEST OF WEST CORNER OF
 JX0880'SOUTH WING OF CITY HALL, 8 FEET NORTHEAST OF SOUTH CORNER OF
 JX0880'ROBY THEATRE, 2 1/2 FEET SOUTHEAST OF SOUTHEAST FACE OF ROBY
 JX0880'THEATRE AND PROJECTING 12 INCHES.
 JX0880
 JX0880                          STATION RECOVERY (1983)
 JX0880
 JX0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0880'NOT RECOVERED, THE AREA HAS BEEN RAZED AND IS NOW OCCUPIED BY THE ST.
 JX0880'JOSEPH HOSPITAL PHYSICAL THERAPY CLINIC, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2027 ***********************************************************************
 HX2027  DESIGNATION -  391 A
 HX2027  PID         -  HX2027
 HX2027  STATE/COUNTY-  WV/KANAWHA
 HX2027  USGS QUAD   -  SAINT ALBANS (1976)
 HX2027
 HX2027                         *CURRENT SURVEY CONTROL
 HX2027  ___________________________________________________________________
 HX2027* NAD 83(1986)-  38 22 58.     (N)    081 47 11.     (W)     SCALED    
 HX2027* NAVD 88     -       179.583  (meters)     589.18   (feet)  ADJUSTED  
 HX2027  ___________________________________________________________________
 HX2027  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HX2027  DYNAMIC HT  -         179.458 (meters)     588.77  (feet)  COMP
 HX2027  MODELED GRAV-     979,931.8   (mgal)                       NAVD 88
 HX2027
 HX2027  VERT ORDER  -  FIRST     CLASS II
 HX2027
 HX2027.The horizontal coordinates were scaled from a topographic map and have
 HX2027.an estimated accuracy of +/- 6 seconds.
 HX2027
 HX2027.The orthometric height was determined by differential leveling
 HX2027.and adjusted by the National Geodetic Survey in June 1991..
 HX2027
 HX2027.The geoid height was determined by GEOID03.
 HX2027
 HX2027.The dynamic height is computed by dividing the NAVD 88
 HX2027.geopotential number by the normal gravity value computed on the
 HX2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2027.degrees latitude (g = 980.6199 gals.).
 HX2027
 HX2027.The modeled gravity was interpolated from observed gravity values.
 HX2027
 HX2027;                    North         East    Units  Estimated Accuracy
 HX2027;SPC WV S     -   153,770.      531,300.      MT  (+/- 180 meters Scaled)
 HX2027
 HX2027                          SUPERSEDED SURVEY CONTROL
 HX2027
 HX2027  NGVD 29 (??/??/92)  179.785  (m)          589.84   (f) ADJ UNCH    1 2
 HX2027
 HX2027.Superseded values are not recommended for survey control.
 HX2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2027.See file dsdata.txt to determine how the superseded data were derived.
 HX2027
 HX2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC313485(NAD 83)
 HX2027_MARKER: DD = SURVEY DISK
 HX2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2027_STAMPING: 391 A
 HX2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2027+STABILITY: SURFACE MOTION
 HX2027
 HX2027  HISTORY     - Date     Condition        Report By
 HX2027  HISTORY     - UNK      MONUMENTED       DOD
 HX2027  HISTORY     - 1933     GOOD             NGS
 HX2027  HISTORY     - 1976     GOOD             NGS
 HX2027
 HX2027                          STATION DESCRIPTION
 HX2027
 HX2027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX2027'4.8 MI SE FROM NITRO.
 HX2027'ABOUT 4.8 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2027'FROM NITRO, KANAWHA COUNTY, AT THE TURNER SUBSTATION OF THE
 HX2027'APPALACHIAN ELECTRIC POWER CO., NORTHWEST OF THE MAIN
 HX2027'BUILDING, ABOUT 20 YARDS NORTHEAST OF THE CENTER LINE OF THE
 HX2027'TRACK, AND NEAR THE WEST LEG OF A TRAVELING HOIST.  A CORPS
 HX2027'OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 391 A AND SET
 HX2027'IN THE TOP OF A CONCRETE POST.
 HX2027
 HX2027                          STATION RECOVERY (1976)
 HX2027
 HX2027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2608 ***********************************************************************
 HX2608  DESIGNATION -  391 USE
 HX2608  PID         -  HX2608
 HX2608  STATE/COUNTY-  WV/MASON
 HX2608  USGS QUAD   -  NEW HAVEN (1994)
 HX2608
 HX2608                         *CURRENT SURVEY CONTROL
 HX2608  ___________________________________________________________________
 HX2608* NAD 83(1986)-  38 54 38.     (N)    081 55 15.     (W)     SCALED    
 HX2608* NAVD 88     -       176.924  (meters)     580.46   (feet)  ADJUSTED  
 HX2608  ___________________________________________________________________
 HX2608  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HX2608  DYNAMIC HT  -         176.812 (meters)     580.09  (feet)  COMP
 HX2608  MODELED GRAV-     979,991.0   (mgal)                       NAVD 88
 HX2608
 HX2608  VERT ORDER  -  FIRST     CLASS II
 HX2608
 HX2608.The horizontal coordinates were scaled from a topographic map and have
 HX2608.an estimated accuracy of +/- 6 seconds.
 HX2608
 HX2608.The orthometric height was determined by differential leveling
 HX2608.and adjusted by the National Geodetic Survey in June 1991..
 HX2608
 HX2608.The geoid height was determined by GEOID03.
 HX2608
 HX2608.The dynamic height is computed by dividing the NAVD 88
 HX2608.geopotential number by the normal gravity value computed on the
 HX2608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2608.degrees latitude (g = 980.6199 gals.).
 HX2608
 HX2608.The modeled gravity was interpolated from observed gravity values.
 HX2608
 HX2608;                    North         East    Units  Estimated Accuracy
 HX2608;SPC WV S     -   212,460.      520,130.      MT  (+/- 180 meters Scaled)
 HX2608
 HX2608                          SUPERSEDED SURVEY CONTROL
 HX2608
 HX2608  NGVD 29 (??/??/92)  177.116  (m)          581.09   (f) ADJ UNCH    1 2
 HX2608
 HX2608.Superseded values are not recommended for survey control.
 HX2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2608.See file dsdata.txt to determine how the superseded data were derived.
 HX2608
 HX2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD201072(NAD 83)
 HX2608_MARKER: P = PIPE CAP
 HX2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2608+STABILITY: SURFACE MOTION
 HX2608
 HX2608  HISTORY     - Date     Condition        Report By
 HX2608  HISTORY     - UNK      MONUMENTED       DOD
 HX2608  HISTORY     - 1935     GOOD             NGS
 HX2608  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX2608  HISTORY     - 1984     MARK NOT FOUND   NGS
 HX2608
 HX2608                          STATION DESCRIPTION
 HX2608
 HX2608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2608'1.4 MI N FROM LETART.
 HX2608'1.4 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX2608'STATION AT LETART, 4 POLES NORTHEAST OF TRESTLE 1455, 39 FEET
 HX2608'NORTHWEST ACROSS THE TRACK FROM THE FOURTH POLE SOUTHWEST OF
 HX2608'POLE 145+30, 18.9 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 HX2608'2.2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 HX2608'HIGHER THAN THE TRACK, AND 3.2 FEET UNDER GROUND.  A COPPER
 HX2608'BOLT, SET IN THE TOP OF A CONCRETE POST ON WHICH IS PLACED A
 HX2608'3-FOOT SECTION OF 2-INCH IRON PIPE BEARING A CORPS OF ENGINEER,
 HX2608'U.S. ARMY, STANDARD CAP.
 HX2608
 HX2608                          STATION RECOVERY (1976)
 HX2608
 HX2608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2608'MARK NOT FOUND.
 HX2608
 HX2608                          STATION RECOVERY (1984)
 HX2608
 HX2608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2608'NOT RECOVERED, DESCRIPTION NOW INADEQUATE, EXACT LOCATION COULD NOT BE
 HX2608'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9285 ***********************************************************************
 AA9285  PACS        -  This is a Primary Airport Control Station.
 AA9285  DESIGNATION -  3G5 A
 AA9285  PID         -  AA9285
 AA9285  STATE/COUNTY-  WV/PRESTON
 AA9285  USGS QUAD   -  KINGWOOD (1976)
 AA9285
 AA9285                         *CURRENT SURVEY CONTROL
 AA9285  ___________________________________________________________________
 AA9285* NAD 83(1995)-  39 26 27.38878(N)    079 40 47.96771(W)     ADJUSTED  
 AA9285* NAVD 88     -       382.56   (meters)    1255.1    (feet)  GPS OBS   
 AA9285  ___________________________________________________________________
 AA9285  X           -     883,662.653 (meters)                     COMP
 AA9285  Y           -  -4,852,847.444 (meters)                     COMP
 AA9285  Z           -   4,030,464.877 (meters)                     COMP
 AA9285  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 AA9285  ELLIP HEIGHT-         351.05  (meters)          (09/26/01) GPS OBS
 AA9285  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 AA9285
 AA9285  HORZ ORDER  -  B
 AA9285  ELLP ORDER  -  FOURTH    CLASS II
 AA9285
 AA9285.This mark is at Dawson Aaf Airport (3G5)
 AA9285
 AA9285.The horizontal coordinates were established by GPS observations
 AA9285.and adjusted by the National Geodetic Survey in March 1998..
 AA9285
 AA9285.The orthometric height was determined by GPS observations and a
 AA9285.high-resolution geoid model.
 AA9285
 AA9285.GPS derived orthometric heights for airport stations designated as
 AA9285.PACS or SACS are published to 2 decimal places.  This maintains
 AA9285.centimeter relative accuracy between the PACS and SACS.  It does
 AA9285.not indicate centimeter accuracy relative to other marks which are
 AA9285.part of the NAVD 88 network.
 AA9285
 AA9285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9285
 AA9285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9285
 AA9285.The ellipsoidal height was determined by GPS observations
 AA9285.and is referenced to NAD 83.
 AA9285
 AA9285.The geoid height was determined by GEOID03.
 AA9285
 AA9285;                    North         East     Units Scale Factor Converg.
 AA9285;SPC WV N     -   104,475.805   584,506.110   MT  0.99994593   -0 06 53.3
 AA9285;UTM  17      - 4,366,541.511   613,591.019   MT  0.99975886   +0 50 19.2
 AA9285
 AA9285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9285!SPC WV N     -   0.99994493  x   0.99994593  =   0.99989086
 AA9285!UTM  17      -   0.99994493  x   0.99975886  =   0.99970380
 AA9285
 AA9285:                Primary Azimuth Mark                     Grid Az
 AA9285:SPC WV N     -  3G5 B                                    048 53 23.4
 AA9285:UTM  17      -  3G5 B                                    047 56 10.9
 AA9285
 AA9285|---------------------------------------------------------------------|
 AA9285| PID    Reference Object                     Distance      Geod. Az  |
 AA9285|                                                           dddmmss.s |
 AA9285| AA9286 3G5 B                               487.474 METERS 0484630.1 |
 AA9285|---------------------------------------------------------------------|
 AA9285
 AA9285                          SUPERSEDED SURVEY CONTROL
 AA9285
 AA9285  ELLIP H (03/24/98)  351.13   (m)                       GP(       ) 4 1
 AA9285  NAD 83(1995)-  39 26 27.38882(N)    079 40 47.96773(W) AD(       ) B
 AA9285  ELLIP H (11/22/95)  351.12   (m)                       GP(       ) 1 1
 AA9285
 AA9285.Superseded values are not recommended for survey control.
 AA9285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9285.See file dsdata.txt to determine how the superseded data were derived.
 AA9285
 AA9285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1359166542(NAD 83)
 AA9285_MARKER: I = METAL ROD
 AA9285_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9285_STAMPING: 3G5 A 1994
 AA9285_MARK LOGO: NGS   
 AA9285_PROJECTION: FLUSH
 AA9285_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9285+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AA9285_ROD/PIPE-DEPTH: 2.1  meters
 AA9285_SLEEVE-DEPTH  : 1.0 meters
 AA9285
 AA9285  HISTORY     - Date     Condition        Report By
 AA9285  HISTORY     - 1994     MONUMENTED       NGS
 AA9285  HISTORY     - 19940923 GOOD             NGS
 AA9285
 AA9285                          STATION DESCRIPTION
 AA9285
 AA9285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9285'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTHEAST OF MORGANTOWN
 AA9285'AND 3.0 MI (4.8 KM) EAST OF KINGWOOD AT CAMP DAWSON AAF NEAR THE END
 AA9285'OF RUNWAY 5 A PARALLEL TRACK ROAD AND THE AIRSTRIP.  OWNERSHIP-- WEST
 AA9285'VIRGINIA NATIONAL GUARD.
 AA9285' 
 AA9285'TO REACH THE AIRSTRIP FROM THE JUNCTION OF STATE HIGHWAY 7 AND STATE
 AA9285'ROAD 72 JUST EAST OF KINGWOOD, PROCEED EAST ON STATE HIGHWAY 7 FOR
 AA9285'0.25 MI (0.40 KM) TO THE CHEAT RIVER BRIDGE.  CONTINUE ACROSS THE
 AA9285'BRIDGE TO ST.  JOE ROAD ON THE IMMEDIATE LEFT.  TURN LEFT AND PROCEED
 AA9285'ABOUT 20.0 M (65.6 FT) TO CAMP DAWSON ROAD ON THE IMMEDIATE LEFT. TURN
 AA9285'LEFT AND PROCEED SOUTHERLY FOR 1.0 MI (1.6 KM) TO THE MAIN GATE.
 AA9285'CONTINUE ON THE MAIN ROAD FOR 0.6 MI (1.0 KM) TO THE AIRSTRIP.
 AA9285'CONTINUE AHEAD, PARALLEL TO THE AIRSTRIP FOR 0.55 MI (0.89 KM) TO THE
 AA9285'END OF THE ROAD AND A GATE.  PASS THROUGH THE GATE AND CONTINUE AHEAD
 AA9285'ON A TRACK ROAD FOR 0.1 MI (0.2 KM) AND THE MARK ON THE LEFT.
 AA9285' 
 AA9285'THE STATION IS 27.9 M (91.5 FT) WEST-NORTHWEST FROM THE TURN AROUND
 AA9285'TAXIWAY, 18.2 M (59.7 FT) EAST-SOUTHEAST FORM THE CENTERLINE OF THE
 AA9285'TRACK ROAD, AND 7.7 M (25.3 FT) SOUTHEAST FROM A WITNESS POST.
 AA9285' 
 AA9285'DESCRIBED BY PDL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9286 ***********************************************************************
 AA9286  SACS        -  This is a Secondary Airport Control Station.
 AA9286  DESIGNATION -  3G5 B
 AA9286  PID         -  AA9286
 AA9286  STATE/COUNTY-  WV/PRESTON
 AA9286  USGS QUAD   -  KINGWOOD (1976)
 AA9286
 AA9286                         *CURRENT SURVEY CONTROL
 AA9286  ___________________________________________________________________
 AA9286* NAD 83(1995)-  39 26 37.80530(N)    079 40 32.63459(W)     ADJUSTED  
 AA9286* NAVD 88     -       382.25   (meters)    1254.1    (feet)  GPS OBS   
 AA9286  ___________________________________________________________________
 AA9286  X           -     883,986.775 (meters)                     COMP
 AA9286  Y           -  -4,852,580.711 (meters)                     COMP
 AA9286  Z           -   4,030,712.780 (meters)                     COMP
 AA9286  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 AA9286  ELLIP HEIGHT-         350.74  (meters)          (10/04/01) GPS OBS
 AA9286  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 AA9286
 AA9286  HORZ ORDER  -  FIRST
 AA9286  ELLP ORDER  -  FOURTH    CLASS II
 AA9286
 AA9286.This mark is at Dawson Aaf Airport (3G5)
 AA9286
 AA9286.The horizontal coordinates were established by GPS observations
 AA9286.and adjusted by the National Geodetic Survey in April 1998..
 AA9286
 AA9286.The orthometric height was determined by GPS observations and a
 AA9286.high-resolution geoid model.
 AA9286
 AA9286.GPS derived orthometric heights for airport stations designated as
 AA9286.PACS or SACS are published to 2 decimal places.  This maintains
 AA9286.centimeter relative accuracy between the PACS and SACS.  It does
 AA9286.not indicate centimeter accuracy relative to other marks which are
 AA9286.part of the NAVD 88 network.
 AA9286
 AA9286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9286
 AA9286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9286
 AA9286.The ellipsoidal height was determined by GPS observations
 AA9286.and is referenced to NAD 83.
 AA9286
 AA9286.The geoid height was determined by GEOID03.
 AA9286
 AA9286;                    North         East     Units Scale Factor Converg.
 AA9286;SPC WV N     -   104,796.307   584,873.376   MT  0.99994577   -0 06 43.5
 AA9286;UTM  17      - 4,366,868.018   613,952.834   MT  0.99975988   +0 50 29.1
 AA9286
 AA9286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9286!SPC WV N     -   0.99994498  x   0.99994577  =   0.99989075
 AA9286!UTM  17      -   0.99994498  x   0.99975988  =   0.99970487
 AA9286
 AA9286:                Primary Azimuth Mark                     Grid Az
 AA9286:SPC WV N     -  3G5 A                                    228 53 23.4
 AA9286:UTM  17      -  3G5 A                                    227 56 10.8
 AA9286
 AA9286|---------------------------------------------------------------------|
 AA9286| PID    Reference Object                     Distance      Geod. Az  |
 AA9286|                                                           dddmmss.s |
 AA9286| AA9285 3G5 A                               487.474 METERS 2284639.9 |
 AA9286|---------------------------------------------------------------------|
 AA9286
 AA9286                          SUPERSEDED SURVEY CONTROL
 AA9286
 AA9286  ELLIP H (04/02/98)  350.83   (m)                       GP(       ) 4 2
 AA9286  NAD 83(1995)-  39 26 37.80534(N)    079 40 32.63461(W) AD(       ) 1
 AA9286  ELLIP H (11/30/95)  350.81   (m)                       GP(       ) 4 2
 AA9286
 AA9286.Superseded values are not recommended for survey control.
 AA9286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9286.See file dsdata.txt to determine how the superseded data were derived.
 AA9286
 AA9286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1395366868(NAD 83)
 AA9286_MARKER: DH = HORIZONTAL CONTROL DISK
 AA9286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9286_STAMPING: 3G5 B 1994
 AA9286_MARK LOGO: NGS   
 AA9286_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9286+STABILITY: SURFACE MOTION
 AA9286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9286+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AA9286
 AA9286  HISTORY     - Date     Condition        Report By
 AA9286  HISTORY     - 1994     MONUMENTED       NGS
 AA9286  HISTORY     - 19940923 GOOD             NGS
 AA9286
 AA9286                          STATION DESCRIPTION
 AA9286
 AA9286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9286'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTHEAST OF MORGANTOWN
 AA9286'AND 3.0 MI (4.8 KM) EAST OF KINGWOOD AT CAMP DAWSON AAF NEAR THE
 AA9286'CENTER OF THE AIRSTRIP BETWEEN THE PARALLEL ROAD AND THE AIRSTRIP
 AA9286'ACROSS FROM BUILDING D.  OWNERSHIP-- WEST VIRGINIA NATIONAL GUARD.
 AA9286' 
 AA9286'TO REACH THE AIRSTRIP FROM THE JUNCTION OF STATE HIGHWAY 7 AND STATE
 AA9286'ROAD 72 JUST EAST OF KINGWOOD, PROCEED EAST ON STATE HIGHWAY 7 FOR
 AA9286'0.25 MI (0.40 KM) TO THE CHEAT RIVER BRIDGE.  CONTINUE ACROSS THE
 AA9286'BRIDGE TO ST.  JOE ROAD ON THE IMMEDIATE LEFT.  TURN LEFT AND PROCEED
 AA9286'ABOUT 20.0 M (65.6 FT) TO CAMP DAWSON ROAD ON THE IMMEDIATE LEFT. TURN
 AA9286'LEFT AND PROCEED SOUTHERLY FOR 1.0 MI (1.6 KM) TO THE MAIN GATE.
 AA9286'CONTINUE ON THE MAIN ROAD FOR 0.6 MI (1.0 KM) TO THE AIRSTRIP.
 AA9286'CONTINUE AHEAD, PARALLEL TO THE AIRSTRIP FOR 0.35 MI (0.56 KM) AND THE
 AA9286'MARK ON THE LEFT.
 AA9286' 
 AA9286'THE STATION IS 40.4 M (132.5 FT) SOUTHEAST OF THE NORTHEAST CORNER OF
 AA9286'BUILDING D, 33.1 M (108.6 FT) NORTHWEST OF THE EDGE OF THE RUNWAY,
 AA9286'29.5 M (96.8 FT) NORTHEAST OF A FIRE HYDRANT, AND 19.2 M (63.0 FT)
 AA9286'SOUTHEAST OF THE ROAD PARALLEL TO THE RUNWAY.
 AA9286' 
 AA9286'DESCRIBED BY PDL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9287 ***********************************************************************
 AA9287  SACS        -  This is a Secondary Airport Control Station.
 AA9287  DESIGNATION -  3G5 C
 AA9287  PID         -  AA9287
 AA9287  STATE/COUNTY-  WV/PRESTON
 AA9287  USGS QUAD   -  KINGWOOD (1976)
 AA9287
 AA9287                         *CURRENT SURVEY CONTROL
 AA9287  ___________________________________________________________________
 AA9287* NAD 83(1995)-  39 26 50.08607(N)    079 40 14.99406(W)     ADJUSTED  
 AA9287* NAVD 88     -       381.17   (meters)    1250.6    (feet)  GPS OBS   
 AA9287  ___________________________________________________________________
 AA9287  X           -     884,358.487 (meters)                     COMP
 AA9287  Y           -  -4,852,267.536 (meters)                     COMP
 AA9287  Z           -   4,031,004.589 (meters)                     COMP
 AA9287  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 AA9287  ELLIP HEIGHT-         349.67  (meters)          (10/04/01) GPS OBS
 AA9287  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 AA9287
 AA9287  HORZ ORDER  -  FIRST
 AA9287  ELLP ORDER  -  FOURTH    CLASS II
 AA9287
 AA9287.This mark is at Dawson Aaf Airport (3G5)
 AA9287
 AA9287.The horizontal coordinates were established by GPS observations
 AA9287.and adjusted by the National Geodetic Survey in April 1998..
 AA9287
 AA9287.The orthometric height was determined by GPS observations and a
 AA9287.high-resolution geoid model.
 AA9287
 AA9287.GPS derived orthometric heights for airport stations designated as
 AA9287.PACS or SACS are published to 2 decimal places.  This maintains
 AA9287.centimeter relative accuracy between the PACS and SACS.  It does
 AA9287.not indicate centimeter accuracy relative to other marks which are
 AA9287.part of the NAVD 88 network.
 AA9287
 AA9287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9287
 AA9287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9287
 AA9287.The ellipsoidal height was determined by GPS observations
 AA9287.and is referenced to NAD 83.
 AA9287
 AA9287.The geoid height was determined by GEOID03.
 AA9287
 AA9287;                    North         East     Units Scale Factor Converg.
 AA9287;SPC WV N     -   105,174.211   585,295.890   MT  0.99994558   -0 06 32.2
 AA9287;UTM  17      - 4,367,252.830   614,368.923   MT  0.99976105   +0 50 40.6
 AA9287
 AA9287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9287!SPC WV N     -   0.99994514  x   0.99994558  =   0.99989073
 AA9287!UTM  17      -   0.99994514  x   0.99976105  =   0.99970621
 AA9287
 AA9287                          SUPERSEDED SURVEY CONTROL
 AA9287
 AA9287  ELLIP H (04/02/98)  349.75   (m)                       GP(       ) 4 2
 AA9287  NAD 83(1995)-  39 26 50.08611(N)    079 40 14.99408(W) AD(       ) 1
 AA9287  ELLIP H (11/30/95)  349.74   (m)                       GP(       ) 4 2
 AA9287
 AA9287.Superseded values are not recommended for survey control.
 AA9287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9287.See file dsdata.txt to determine how the superseded data were derived.
 AA9287
 AA9287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1436967253(NAD 83)
 AA9287_MARKER: DH = HORIZONTAL CONTROL DISK
 AA9287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9287_STAMPING: 3G5 C 1994
 AA9287_MARK LOGO: NGS   
 AA9287_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9287+STABILITY: SURFACE MOTION
 AA9287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9287+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AA9287
 AA9287  HISTORY     - Date     Condition        Report By
 AA9287  HISTORY     - 1994     MONUMENTED       NGS
 AA9287  HISTORY     - 19940923 GOOD             NGS
 AA9287
 AA9287                          STATION DESCRIPTION
 AA9287
 AA9287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9287'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTHEAST OF MORGANTOWN
 AA9287'AND 3.0 MI (4.8 KM) EAST OF KINGWOOD AT CAMP DAWSON AAF NEAR RUNWAY
 AA9287'END 23 BETWEEN THE PARALLEL ROAD AND THE AIRSTRIP.  OWNERSHIP-- WEST
 AA9287'VIRGINIA NATIONAL GUARD.
 AA9287' 
 AA9287'TO REACH THE AIRSTRIP FROM THE JUNCTION OF STATE HIGHWAY 7 AND STATE
 AA9287'ROAD 72 JUST EAST OF KINGWOOD, PROCEED EAST ON STATE HIGHWAY 7 FOR
 AA9287'0.25 MI (0.40 KM) TO THE CHEAT RIVER BRIDGE.  CONTINUE ACROSS THE
 AA9287'BRIDGE TO ST.  JOE ROAD ON THE IMMEDIATE LEFT.  TURN LEFT AND PROCEED
 AA9287'ABOUT 20.0 M (65.6 FT) TO CAMP DAWSON ROAD ON THE IMMEDIATE LEFT. TURN
 AA9287'LEFT AND PROCEED SOUTHERLY FOR 1.0 MI (1.6 KM) TO THE MAIN GATE.
 AA9287'CONTINUE ON THE MAIN ROAD FOR 0.6 MI (1.0 KM) TO THE AIRSTRIP AND THE
 AA9287'MARK ON THE LEFT.
 AA9287' 
 AA9287'THE STATION IS 25.8 M (84.6 FT) WEST-NORTHWEST FROM THE NORTHHWEST
 AA9287'CORNER RUNWAY END 23, 13.3 M (43.6 FT) EAST-SOUTHEAST FROM THE
 AA9287'CENTERLINE OF THE PARALLEL ROAD, AND 10.6 M (34.8 FT) WEST FROM A
 AA9287'REIL.
 AA9287' 
 AA9287'DESCRIBED BY PDL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE1985 ***********************************************************************
 AE1985  SACS        -  This is a Secondary Airport Control Station.
 AE1985  DESIGNATION -  3I2 A
 AE1985  PID         -  AE1985
 AE1985  STATE/COUNTY-  WV/MASON
 AE1985  USGS QUAD   -  CHESHIRE (1989)
 AE1985
 AE1985                         *CURRENT SURVEY CONTROL
 AE1985  ___________________________________________________________________
 AE1985* NAD 83(1995)-  38 54 45.72169(N)    082 06 21.23611(W)     ADJUSTED  
 AE1985* NAVD 88     -       193.80   (meters)     635.8    (feet)  GPS OBS   
 AE1985  ___________________________________________________________________
 AE1985  X           -     682,530.071 (meters)                     COMP
 AE1985  Y           -  -4,922,451.677 (meters)                     COMP
 AE1985  Z           -   3,984,881.037 (meters)                     COMP
 AE1985  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AE1985  ELLIP HEIGHT-         159.82  (meters)          (12/04/01) GPS OBS
 AE1985  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AE1985
 AE1985  HORZ ORDER  -  FIRST
 AE1985  ELLP ORDER  -  FOURTH    CLASS II
 AE1985
 AE1985.This mark is at Mason County Airport (3I2)
 AE1985
 AE1985.The horizontal coordinates were established by GPS observations
 AE1985.and adjusted by the National Geodetic Survey in August 1997..
 AE1985
 AE1985.The orthometric height was determined by GPS observations and a
 AE1985.high-resolution geoid model.
 AE1985
 AE1985.GPS derived orthometric heights for airport stations designated as
 AE1985.PACS or SACS are published to 2 decimal places.  This maintains
 AE1985.centimeter relative accuracy between the PACS and SACS.  It does
 AE1985.not indicate centimeter accuracy relative to other marks which are
 AE1985.part of the NAVD 88 network.
 AE1985
 AE1985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1985
 AE1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1985
 AE1985.The ellipsoidal height was determined by GPS observations
 AE1985.and is referenced to NAD 83.
 AE1985
 AE1985.The geoid height was determined by GEOID03.
 AE1985
 AE1985;                    North         East     Units Scale Factor Converg.
 AE1985;SPC WV S     -   212,869.413   504,084.006   MT  1.00000639   -0 41 01.2
 AE1985;UTM  17      - 4,307,670.202   404,119.440   MT  0.99971320   -0 41 40.9
 AE1985
 AE1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1985!SPC WV S     -   0.99997493  x   1.00000639  =   0.99998132
 AE1985!UTM  17      -   0.99997493  x   0.99971320  =   0.99968813
 AE1985
 AE1985:                Primary Azimuth Mark                     Grid Az
 AE1985:SPC WV S     -  MASPORT AZ MK                            073 32 42.5
 AE1985:UTM  17      -  MASPORT AZ MK                            073 33 22.2
 AE1985
 AE1985|---------------------------------------------------------------------|
 AE1985| PID    Reference Object                     Distance      Geod. Az  |
 AE1985|                                                           dddmmss.s |
 AE1985| HY2522 MASPORT AZ MK                       418.317 METERS 0725141.3 |
 AE1985|---------------------------------------------------------------------|
 AE1985
 AE1985                          SUPERSEDED SURVEY CONTROL
 AE1985
 AE1985  ELLIP H (08/18/97)  159.83   (m)                       GP(       ) 4 2
 AE1985
 AE1985.Superseded values are not recommended for survey control.
 AE1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1985.See file dsdata.txt to determine how the superseded data were derived.
 AE1985
 AE1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0411907670(NAD 83)
 AE1985_MARKER: DH = HORIZONTAL CONTROL DISK
 AE1985_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1985_SP_SET: CONCRETE DRAINAGE DITCH
 AE1985_STAMPING: 3I2 A 1996
 AE1985_MARK LOGO: NGS   
 AE1985_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1985+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE1985
 AE1985  HISTORY     - Date     Condition        Report By
 AE1985  HISTORY     - 1996     MONUMENTED       NGS
 AE1985  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 AE1985
 AE1985                          STATION DESCRIPTION
 AE1985
 AE1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AE1985'THE STATION IS LOCATED ABOUT 60 KM (37.30 MI) NORTHEAST OF HUNTINGTON,
 AE1985'8 KM (4.95 MI) NORTHEAST OF POINT PLEASANT, 3 KM (1.85 MI) SOUTHEAST
 AE1985'OF THE OHIO RIVER AT NEAR THE MASON COUNTY AIRPORT.  OWNERSHIP--MASON
 AE1985'COUNTY AIRPORT COMMISSION, COURTHOUSE, POINT PLEASANT, W.V.  25550.
 AE1985'AIRPORT MANAGER IS BENJAMIN ROUSH.  PHONE 304-675-7765.  TO REACH FROM
 AE1985'THE INTERSECTION OF STATE HIGHWAYS 2 AND 62, 6TH STREET AND VI STREET
 AE1985'IN POINT PLEASANT, GO NORTH ON HIGHWAY 62 FOR 8.45 KM (5.25 MI) TO
 AE1985'SECONDARY ROAD NUMBER 4 ON THE RIGHT.  TURN RIGHT, EASTERLY, ON THE
 AE1985'ROAD FOR 0.8 KM (0.50 MI) TO THE A FIELD APPROACH AND THE STATION SET
 AE1985'INTO THE TOP CENTER OF A CONCRETE RUN-OFF DITCH ON THE LEFT.  THE
 AE1985'STATION IS LOCATED 49.2 FT (15.0 M) NORTHWEST OF THE PAVED ROAD
 AE1985'CENTER, 23.5 FT (7.2 M) SOUTHWEST OF THE APPROACH ROAD CENTER, 5.0 FT
 AE1985'(1.5 M) SOUTHWEST OF THE NORTHEAST EDGE OF THE DITCH, 5.0 FT (1.5 M)
 AE1985'NORTHEAST OF THE SOUTHWEST EDGE OF THE DRAINAGE DITCH AND 4.2 FT (1.3
 AE1985'M) SOUTHEAST OF A WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL
 AE1985'STATION.
 AE1985
 AE1985                          STATION RECOVERY (2003)
 AE1985
 AE1985'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 AE1985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0183 ***********************************************************************
 JX0183  DESIGNATION -  4 BORR
 JX0183  PID         -  JX0183
 JX0183  STATE/COUNTY-  WV/MARION
 JX0183  USGS QUAD   -  FAIRMONT WEST (1976)
 JX0183
 JX0183                         *CURRENT SURVEY CONTROL
 JX0183  ___________________________________________________________________
 JX0183* NAD 83(1986)-  39 29 00.     (N)    080 08 24.     (W)     SCALED    
 JX0183* NAVD 88     -       270.196  (meters)     886.47   (feet)  ADJUSTED  
 JX0183  ___________________________________________________________________
 JX0183  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JX0183  DYNAMIC HT  -         270.034 (meters)     885.94  (feet)  COMP
 JX0183  MODELED GRAV-     980,021.5   (mgal)                       NAVD 88
 JX0183
 JX0183  VERT ORDER  -  FIRST     CLASS II
 JX0183
 JX0183.The horizontal coordinates were scaled from a topographic map and have
 JX0183.an estimated accuracy of +/- 6 seconds.
 JX0183
 JX0183.The orthometric height was determined by differential leveling
 JX0183.and adjusted by the National Geodetic Survey in June 1991..
 JX0183
 JX0183.The geoid height was determined by GEOID03.
 JX0183
 JX0183.The dynamic height is computed by dividing the NAVD 88
 JX0183.geopotential number by the normal gravity value computed on the
 JX0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0183.degrees latitude (g = 980.6199 gals.).
 JX0183
 JX0183.The modeled gravity was interpolated from observed gravity values.
 JX0183
 JX0183;                    North         East    Units  Estimated Accuracy
 JX0183;SPC WV N     -   109,360.      544,940.      MT  (+/- 180 meters Scaled)
 JX0183
 JX0183                          SUPERSEDED SURVEY CONTROL
 JX0183
 JX0183  NGVD 29 (??/??/92)  270.364  (m)          887.02   (f) ADJ UNCH    1 2
 JX0183
 JX0183.Superseded values are not recommended for survey control.
 JX0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0183.See file dsdata.txt to determine how the superseded data were derived.
 JX0183
 JX0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND739707(NAD 83)
 JX0183_MARKER: B = BOLT
 JX0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0183_SP_SET: BRIDGE
 JX0183_MARK LOGO: BORR  
 JX0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0183
 JX0183  HISTORY     - Date     Condition        Report By
 JX0183  HISTORY     - UNK      MONUMENTED       BORR
 JX0183  HISTORY     - 1935     GOOD             NGS
 JX0183  HISTORY     - 1983     POOR             NGS
 JX0183
 JX0183                          STATION DESCRIPTION
 JX0183
 JX0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0183'AT FAIRMONT.
 JX0183'AT FAIRMONT, MARION COUNTY, 45 FEET NORTHEAST OF THE BALTIMORE
 JX0183'AND OHIO RAILROAD STATION, ON THE BRIDGE OVER THE RAILROAD AND
 JX0183'THE MONONGAHELA RIVER, IN THE TOP OF THE NORTH CORNER OF THE
 JX0183'SECOND PIER (THE FIRST OF TWO PIERS SOUTHEAST OF THE WEST END OF
 JX0183'THE BRIDGE), AND 15 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN
 JX0183'TRACK.
 JX0183
 JX0183                          STATION RECOVERY (1983)
 JX0183
 JX0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0183'RECOVERED IN POOR CONDITION, THE RIVET HAS BEEN BATTERED FLAT AND WAS
 JX0183'NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0691 ***********************************************************************
 JW0691  DESIGNATION -  40
 JW0691  PID         -  JW0691
 JW0691  STATE/COUNTY-  WV/MINERAL
 JW0691  USGS QUAD   -  ANTIOCH (1981)
 JW0691
 JW0691                         *CURRENT SURVEY CONTROL
 JW0691  ___________________________________________________________________
 JW0691* NAD 83(1986)-  39 21 42.     (N)    079 01 01.     (W)     SCALED    
 JW0691* NAVD 88     -       393.738  (meters)    1291.79   (feet)  ADJUSTED  
 JW0691  ___________________________________________________________________
 JW0691  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JW0691  DYNAMIC HT  -         393.499 (meters)    1291.00  (feet)  COMP
 JW0691  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 JW0691
 JW0691  VERT ORDER  -  SECOND    CLASS 0
 JW0691
 JW0691.The horizontal coordinates were scaled from a topographic map and have
 JW0691.an estimated accuracy of +/- 6 seconds.
 JW0691
 JW0691.The orthometric height was determined by differential leveling
 JW0691.and adjusted by the National Geodetic Survey in June 1991..
 JW0691
 JW0691.The geoid height was determined by GEOID03.
 JW0691
 JW0691.The dynamic height is computed by dividing the NAVD 88
 JW0691.geopotential number by the normal gravity value computed on the
 JW0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0691.degrees latitude (g = 980.6199 gals.).
 JW0691
 JW0691.The modeled gravity was interpolated from observed gravity values.
 JW0691
 JW0691;                    North         East    Units  Estimated Accuracy
 JW0691;SPC WV N     -    95,770.      641,630.      MT  (+/- 180 meters Scaled)
 JW0691
 JW0691                          SUPERSEDED SURVEY CONTROL
 JW0691
 JW0691  NGVD 29 (??/??/92)  393.922  (m)         1292.39   (f) ADJ UNCH    2 0
 JW0691
 JW0691.Superseded values are not recommended for survey control.
 JW0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0691.See file dsdata.txt to determine how the superseded data were derived.
 JW0691
 JW0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD708587(NAD 83)
 JW0691_MARKER: Z = SEE DESCRIPTION
 JW0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0691_SP_SET: CULVERT
 JW0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0691
 JW0691  HISTORY     - Date     Condition        Report By
 JW0691  HISTORY     - UNK      MONUMENTED       WVHD
 JW0691  HISTORY     - 1934     GOOD             NGS
 JW0691
 JW0691                          STATION DESCRIPTION
 JW0691
 JW0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0691'1.8 MI SE FROM NEWCREEK.
 JW0691'1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JW0691'AT NEWCREEK, MINERAL COUNTY, 128 YARDS NORTHWEST OF THE YELLOW
 JW0691'HOUSE OF MRS. W.D. RODRICK, ON THE TOP OF THE NORTHEAST END OF
 JW0691'AN L-SHAPED CONCRETE CULVERT, 5 YARDS NORTHEAST OF THE CENTERLINE
 JW0691'OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  AN OUTLINED SQUARE,
 JW0691'MARKED BY THE LETTERS 40 PAINTED IN YELLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0498 ***********************************************************************
 HX0498  DESIGNATION -  40
 HX0498  PID         -  HX0498
 HX0498  STATE/COUNTY-  WV/WEBSTER
 HX0498  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0498
 HX0498                         *CURRENT SURVEY CONTROL
 HX0498  ___________________________________________________________________
 HX0498* NAD 83(1986)-  38 23 59.     (N)    080 29 03.     (W)     SCALED    
 HX0498* NAVD 88     -       675.620  (meters)    2216.60   (feet)  ADJUSTED  
 HX0498  ___________________________________________________________________
 HX0498  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX0498  DYNAMIC HT  -         675.099 (meters)    2214.89  (feet)  COMP
 HX0498  MODELED GRAV-     979,835.0   (mgal)                       NAVD 88
 HX0498
 HX0498  VERT ORDER  -  SECOND    CLASS 0
 HX0498
 HX0498.The horizontal coordinates were scaled from a topographic map and have
 HX0498.an estimated accuracy of +/- 6 seconds.
 HX0498
 HX0498.The orthometric height was determined by differential leveling
 HX0498.and adjusted by the National Geodetic Survey in June 1991..
 HX0498.WARNING-Repeat measurements at this control monument indicate possible
 HX0498.vertical movement.
 HX0498
 HX0498.The geoid height was determined by GEOID03.
 HX0498
 HX0498.The dynamic height is computed by dividing the NAVD 88
 HX0498.geopotential number by the normal gravity value computed on the
 HX0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0498.degrees latitude (g = 980.6199 gals.).
 HX0498
 HX0498.The modeled gravity was interpolated from observed gravity values.
 HX0498
 HX0498;                    North         East    Units  Estimated Accuracy
 HX0498;SPC WV S     -   155,480.      645,060.      MT  (+/- 180 meters Scaled)
 HX0498
 HX0498                          SUPERSEDED SURVEY CONTROL
 HX0498
 HX0498  NGVD 29 (??/??/92)  675.748  (m)         2217.02   (f) ADJ UNCH    2 0
 HX0498
 HX0498.Superseded values are not recommended for survey control.
 HX0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0498.See file dsdata.txt to determine how the superseded data were derived.
 HX0498
 HX0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC450502(NAD 83)
 HX0498_MARKER: Q = CHISELED SQUARE
 HX0498_SETTING: 0 = UNSPECIFIED SETTING
 HX0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0498
 HX0498  HISTORY     - Date     Condition        Report By
 HX0498  HISTORY     - UNK      MONUMENTED       WVHD
 HX0498  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0498
 HX0498                          STATION DESCRIPTION
 HX0498
 HX0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0498'4.7 MI E FROM COWEN.
 HX0498'4.7 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM COWEN, WEBSTER
 HX0498'COUNTY, AT A 4-H CAMP, 10 YARDS WEST OF AN OCATGONAL BUILDING,
 HX0498'26 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 3 FEET
 HX0498'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2972 ***********************************************************************
 KY2972  DESIGNATION -  40 JJS
 KY2972  PID         -  KY2972
 KY2972  STATE/COUNTY-  WV/BROOKE
 KY2972  USGS QUAD   -  TILTONSVILLE (1985)
 KY2972
 KY2972                         *CURRENT SURVEY CONTROL
 KY2972  ___________________________________________________________________
 KY2972* NAD 83(1986)-  40 13 36.     (N)    080 39 10.     (W)     SCALED    
 KY2972* NAVD 88     -       209.838  (meters)     688.44   (feet)  ADJUSTED  
 KY2972  ___________________________________________________________________
 KY2972  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KY2972  DYNAMIC HT  -         209.727 (meters)     688.08  (feet)  COMP
 KY2972  MODELED GRAV-     980,091.3   (mgal)                       NAVD 88
 KY2972
 KY2972  VERT ORDER  -  FIRST     CLASS II
 KY2972
 KY2972.The horizontal coordinates were scaled from a topographic map and have
 KY2972.an estimated accuracy of +/- 6 seconds.
 KY2972
 KY2972.The orthometric height was determined by differential leveling
 KY2972.and adjusted by the National Geodetic Survey in June 1991..
 KY2972
 KY2972.The geoid height was determined by GEOID03.
 KY2972
 KY2972.The dynamic height is computed by dividing the NAVD 88
 KY2972.geopotential number by the normal gravity value computed on the
 KY2972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2972.degrees latitude (g = 980.6199 gals.).
 KY2972
 KY2972.The modeled gravity was interpolated from observed gravity values.
 KY2972
 KY2972;                    North         East    Units  Estimated Accuracy
 KY2972;SPC WV N     -   192,330.      501,890.      MT  (+/- 180 meters Scaled)
 KY2972
 KY2972                          SUPERSEDED SURVEY CONTROL
 KY2972
 KY2972.No superseded survey control is available for this station.
 KY2972
 KY2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE295529(NAD 83)
 KY2972_MARKER: DD = SURVEY DISK
 KY2972_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KY2972+WITH SETTING: PAVEMENT
 KY2972_SP_SET: FLAGPOLE  BASE
 KY2972_STAMPING: 40 JJS 1955 689
 KY2972_MARK LOGO: USGS  
 KY2972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2972+STABILITY: SURFACE MOTION
 KY2972
 KY2972  HISTORY     - Date     Condition        Report By
 KY2972  HISTORY     - 1955     MONUMENTED       USGS
 KY2972  HISTORY     - 1983     GOOD             NGS
 KY2972
 KY2972                          STATION DESCRIPTION
 KY2972
 KY2972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2972'IN BEECH BOTTOM.
 KY2972'IN BEECH BOTTOM, AT THE POST OFFICE, NEAR THE SOUTHEAST CORNER OF A
 KY2972'WORLD WAR II MEMORIAL, IN THE BASE OF A FLAGPOLE, 16.88 METERS
 KY2972'(55.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 9.48 METERS (31.1 FT)
 KY2972'SOUTH-SOUTHWEST OF THE CENTER OF STOP 49 HILL ROAD, 11.28 METERS
 KY2972'(37.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE POST OFFICE,
 KY2972'2.10 METERS (6.9 FT) NORTHEAST OF THE CENTER OF THE STONE BASE OF THE
 KY2972'MONUMENT, 0.30 METER (1.0 FT) NORTH-NORTHWEST OF THE FLAGPOLE.
 KY2972'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1792 ***********************************************************************
 JX1792  DESIGNATION -  40 SKS USGS
 JX1792  PID         -  JX1792
 JX1792  STATE/COUNTY-  WV/MARION
 JX1792  USGS QUAD   -  FAIRMONT EAST (1976)
 JX1792
 JX1792                         *CURRENT SURVEY CONTROL
 JX1792  ___________________________________________________________________
 JX1792* NAD 83(1986)-  39 23 56.     (N)    080 02 51.     (W)     SCALED    
 JX1792* NAVD 88     -       410.491  (meters)    1346.75   (feet)  ADJUSTED  
 JX1792  ___________________________________________________________________
 JX1792  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JX1792  DYNAMIC HT  -         410.231 (meters)    1345.90  (feet)  COMP
 JX1792  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 JX1792
 JX1792  VERT ORDER  -  FIRST     CLASS II
 JX1792
 JX1792.The horizontal coordinates were scaled from a topographic map and have
 JX1792.an estimated accuracy of +/- 6 seconds.
 JX1792
 JX1792.The orthometric height was determined by differential leveling
 JX1792.and adjusted by the National Geodetic Survey in June 1991..
 JX1792
 JX1792.The geoid height was determined by GEOID03.
 JX1792
 JX1792.The dynamic height is computed by dividing the NAVD 88
 JX1792.geopotential number by the normal gravity value computed on the
 JX1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1792.degrees latitude (g = 980.6199 gals.).
 JX1792
 JX1792.The modeled gravity was interpolated from observed gravity values.
 JX1792
 JX1792;                    North         East    Units  Estimated Accuracy
 JX1792;SPC WV N     -    99,940.      552,840.      MT  (+/- 180 meters Scaled)
 JX1792
 JX1792                          SUPERSEDED SURVEY CONTROL
 JX1792
 JX1792.No superseded survey control is available for this station.
 JX1792
 JX1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND820614(NAD 83)
 JX1792_MARKER: DD = SURVEY DISK
 JX1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1792_SP_SET: CONCRETE POST
 JX1792_STAMPING: 40 SKS 1347 1956
 JX1792_MARK LOGO: USGS  
 JX1792_PROJECTION: PROJECTING 48 CENTIMETERS
 JX1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1792+STABILITY: SURFACE MOTION
 JX1792
 JX1792  HISTORY     - Date     Condition        Report By
 JX1792  HISTORY     - 1956     MONUMENTED       USGS
 JX1792  HISTORY     - 1983     GOOD             NGS
 JX1792
 JX1792                          STATION DESCRIPTION
 JX1792
 JX1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1792'10.0 KM (6.25 MI) NORTH FROM GRAFTON.
 JX1792'10.0 KM (6.25 MI) NORTH ALONG STATE HIGHWAY 310 FROM THE JUNCTION OF
 JX1792'U.S. HIGHWAY 50 IN GRAFTON TO THE MARK ON THE RIGHT, AT THE SOUTHEAST
 JX1792'END OF THE WINGWALL OF THE SOUTH ABUTMENT OF THE HIGHWAY BRIDGE OVER A
 JX1792'CREEK, 7.01 METERS (23.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 JX1792'2.13 METERS (7.0 FT) SOUTH OF THE SOUTH BANK OF THE CREEK, 0.30 METER
 JX1792'(1.0 FT) EAST OF THE EAST CORNER OF THE WINGWALL.
 JX1792'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 JX1792'THE MARK IS 1.06 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2601 ***********************************************************************
 HX2601  DESIGNATION -  405 USE
 HX2601  PID         -  HX2601
 HX2601  STATE/COUNTY-  WV/MASON
 HX2601  USGS QUAD   -  NEW HAVEN (1994)
 HX2601
 HX2601                         *CURRENT SURVEY CONTROL
 HX2601  ___________________________________________________________________
 HX2601* NAD 83(1986)-  38 59 22.     (N)    081 58 29.     (W)     SCALED    
 HX2601* NAVD 88     -       177.287  (meters)     581.65   (feet)  ADJUSTED  
 HX2601  ___________________________________________________________________
 HX2601  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 HX2601  DYNAMIC HT  -         177.176 (meters)     581.28  (feet)  COMP
 HX2601  MODELED GRAV-     979,997.6   (mgal)                       NAVD 88
 HX2601
 HX2601  VERT ORDER  -  FIRST     CLASS II
 HX2601
 HX2601.The horizontal coordinates were scaled from a topographic map and have
 HX2601.an estimated accuracy of +/- 6 seconds.
 HX2601
 HX2601.The orthometric height was determined by differential leveling
 HX2601.and adjusted by the National Geodetic Survey in June 1991..
 HX2601
 HX2601.The geoid height was determined by GEOID03.
 HX2601
 HX2601.The dynamic height is computed by dividing the NAVD 88
 HX2601.geopotential number by the normal gravity value computed on the
 HX2601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2601.degrees latitude (g = 980.6199 gals.).
 HX2601
 HX2601.The modeled gravity was interpolated from observed gravity values.
 HX2601
 HX2601;                    North         East    Units  Estimated Accuracy
 HX2601;SPC WV S     -   221,260.      515,550.      MT  (+/- 180 meters Scaled)
 HX2601
 HX2601                          SUPERSEDED SURVEY CONTROL
 HX2601
 HX2601  NGVD 29 (??/??/92)  177.486  (m)          582.30   (f) ADJ UNCH    1 2
 HX2601
 HX2601.Superseded values are not recommended for survey control.
 HX2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2601.See file dsdata.txt to determine how the superseded data were derived.
 HX2601
 HX2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD155160(NAD 83)
 HX2601_MARKER: P = PIPE CAP
 HX2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2601+STABILITY: SURFACE MOTION
 HX2601
 HX2601  HISTORY     - Date     Condition        Report By
 HX2601  HISTORY     - UNK      MONUMENTED       DOD
 HX2601  HISTORY     - 1935     GOOD             NGS
 HX2601  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX2601  HISTORY     - 1984     MARK NOT FOUND   NGS
 HX2601
 HX2601                          STATION DESCRIPTION
 HX2601
 HX2601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2601'AT NEW HAVEN.
 HX2601'AT NEW HAVEN, 0.15 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2601'FROM THE STATION, 6-1/2 POLES WEST OF POLE 153+1, 46.2 FEET
 HX2601'EAST OF A SWITCH STAND, 53.5 FEET SOUTH ACROSS THE TRACK FROM A
 HX2601'2-1/2 FOOT ELM TREE, 25.7 FEET SOUTH OF THE CENTERLINE OF THE
 HX2601'MAIN TRACK, 2.2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 HX2601'3 FEET HIGHER THAN THE TRACK, AND 2.8 FEET UNDER GROUND.  A
 HX2601'COPPER BOLT, SET IN THE TOP OF A CONCRETE POST, ON WHICH IS
 HX2601'PLACED A 3-FOOT SECTION OF 2-INCH PIPE BEARING A CORPS OF
 HX2601'ENGINEERS, U.S. ARMY, STANDARD CAP.
 HX2601
 HX2601                          STATION RECOVERY (1976)
 HX2601
 HX2601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2601'MARK NOT FOUND.
 HX2601
 HX2601                          STATION RECOVERY (1984)
 HX2601
 HX2601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2601'NOT RECOVERED, DESCRIPTION NOW INADEQUATE, EXACT LOCATION COULD NOT BE
 HX2601'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1387 ***********************************************************************
 JX1387  DESIGNATION -  407
 JX1387  PID         -  JX1387
 JX1387  STATE/COUNTY-  WV/MASON
 JX1387  USGS QUAD   -  CHESTER (1994)
 JX1387
 JX1387                         *CURRENT SURVEY CONTROL
 JX1387  ___________________________________________________________________
 JX1387* NAD 83(1986)-  39 00 09.     (N)    081 59 18.     (W)     SCALED    
 JX1387* NAVD 88     -       176.210  (meters)     578.12   (feet)  ADJUSTED  
 JX1387  ___________________________________________________________________
 JX1387  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JX1387  DYNAMIC HT  -         176.099 (meters)     577.75  (feet)  COMP
 JX1387  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 JX1387
 JX1387  VERT ORDER  -  FIRST     CLASS II
 JX1387
 JX1387.The horizontal coordinates were scaled from a topographic map and have
 JX1387.an estimated accuracy of +/- 6 seconds.
 JX1387
 JX1387.The orthometric height was determined by differential leveling
 JX1387.and adjusted by the National Geodetic Survey in June 1991..
 JX1387
 JX1387.The geoid height was determined by GEOID03.
 JX1387
 JX1387.The dynamic height is computed by dividing the NAVD 88
 JX1387.geopotential number by the normal gravity value computed on the
 JX1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1387.degrees latitude (g = 980.6199 gals.).
 JX1387
 JX1387.The modeled gravity was interpolated from observed gravity values.
 JX1387
 JX1387;                    North         East    Units  Estimated Accuracy
 JX1387;SPC WV S     -   222,720.      514,390.      MT  (+/- 180 meters Scaled)
 JX1387
 JX1387                          SUPERSEDED SURVEY CONTROL
 JX1387
 JX1387  NGVD 29 (??/??/92)  176.409  (m)          578.77   (f) ADJ UNCH    1 2
 JX1387
 JX1387.Superseded values are not recommended for survey control.
 JX1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1387.See file dsdata.txt to determine how the superseded data were derived.
 JX1387
 JX1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD144175(NAD 83)
 JX1387_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JX1387_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JX1387_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JX1387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1387
 JX1387  HISTORY     - Date     Condition        Report By
 JX1387  HISTORY     - UNK      MONUMENTED       DOD
 JX1387  HISTORY     - 1943     GOOD             NGS
 JX1387  HISTORY     - 1960     MARK NOT FOUND   NGS
 JX1387
 JX1387                          STATION DESCRIPTION
 JX1387
 JX1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1387'0.3 MI SE FROM HARTFORD.
 JX1387'0.3 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1387'THE STATION AT HARTFORD, MASON COUNTY, 214 FEET SOUTHEAST
 JX1387'ACROSS THE TRACK FROM POLE 154+20, 11 FEET SOUTHWEST OF THE
 JX1387'CENTERLINE OF THE TRACK, 24.7 FEET NORTHEAST OF THE CENTERLINE OF
 JX1387'U.S. HIGHWAY 33, 1.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 JX1387'POST, LEVEL WITH THE TRACK, AND 0.3 FOOT UNDERGROUND.  A CORPS
 JX1387'OF ENGINEERS, U.S. ARMY, STANDARD CAP, BOLTED ON THE TOP OF
 JX1387'A 2-INCH IRON PIPE.
 JX1387
 JX1387                          STATION RECOVERY (1960)
 JX1387
 JX1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JX1387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0922 ***********************************************************************
 KY0922  DESIGNATION -  41 JJS
 KY0922  PID         -  KY0922
 KY0922  STATE/COUNTY-  WV/BROOKE
 KY0922  USGS QUAD   -  BETHANY (1981)
 KY0922
 KY0922                         *CURRENT SURVEY CONTROL
 KY0922  ___________________________________________________________________
 KY0922* NAD 83(1986)-  40 12 59.     (N)    080 35 28.     (W)     SCALED    
 KY0922* NAVD 88     -       226.875  (meters)     744.34   (feet)  ADJUSTED  
 KY0922  ___________________________________________________________________
 KY0922  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KY0922  DYNAMIC HT  -         226.752 (meters)     743.94  (feet)  COMP
 KY0922  MODELED GRAV-     980,079.9   (mgal)                       NAVD 88
 KY0922
 KY0922  VERT ORDER  -  SECOND    CLASS 0
 KY0922
 KY0922.The horizontal coordinates were scaled from a topographic map and have
 KY0922.an estimated accuracy of +/- 6 seconds.
 KY0922
 KY0922.The orthometric height was determined by differential leveling
 KY0922.and adjusted by the National Geodetic Survey in June 1991..
 KY0922
 KY0922.The geoid height was determined by GEOID03.
 KY0922
 KY0922.The dynamic height is computed by dividing the NAVD 88
 KY0922.geopotential number by the normal gravity value computed on the
 KY0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0922.degrees latitude (g = 980.6199 gals.).
 KY0922
 KY0922.The modeled gravity was interpolated from observed gravity values.
 KY0922
 KY0922;                    North         East    Units  Estimated Accuracy
 KY0922;SPC WV N     -   191,120.      507,120.      MT  (+/- 180 meters Scaled)
 KY0922
 KY0922                          SUPERSEDED SURVEY CONTROL
 KY0922
 KY0922  NGVD 29 (??/??/92)  227.047  (m)          744.90   (f) ADJ UNCH    2 0
 KY0922
 KY0922.Superseded values are not recommended for survey control.
 KY0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0922.See file dsdata.txt to determine how the superseded data were derived.
 KY0922
 KY0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE347518(NAD 83)
 KY0922_MARKER: DB = BENCH MARK DISK
 KY0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0922_STAMPING: 41 JJS 745 1955
 KY0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0922+STABILITY: SURFACE MOTION
 KY0922
 KY0922  HISTORY     - Date     Condition        Report By
 KY0922  HISTORY     - 1955     MONUMENTED       USGS
 KY0922  HISTORY     - 1957     GOOD             NGS
 KY0922
 KY0922                          STATION DESCRIPTION
 KY0922
 KY0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0922'2.4 MI NW FROM BETHANY.
 KY0922'ABOUT 2.35 MILES NORTHWEST ALONG STATE HIGHWAY 67 FROM THE POST
 KY0922'OFFICE AT BETHANY, ABOUT 0.35 MILE SOUTH OF A BRIDGE OVER A CREEK
 KY0922'BRANCH, AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST
 KY0922'(HUKILL ROAD) 24 FEET WEST-NORTHWEST OF CENTER LINE OF HIGHWAY,
 KY0922'26 FEET SOUTHEAST OF CENTER LINE OF GRAVEL ROAD, 3 1/2 FEET
 KY0922'NORTHWEST OF NORTHEAST CORNER OF A SCHOOL BUS WAITING SHED, 60
 KY0922'FEET WEST-SOUTHWEST AND ACROSS HIGHWAY FROM CONCRETE POST WITH
 KY0922'ROAD SIGNS, 57 FEET WEST AND ACROSS HIGHWAY FROM POWER POLE NO.
 KY0922'PH 158, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0417 ***********************************************************************
 HY0417  DESIGNATION -  429
 HY0417  PID         -  HY0417
 HY0417  STATE/COUNTY-  WV/MASON
 HY0417  USGS QUAD   -  ADDISON (1989)
 HY0417
 HY0417                         *CURRENT SURVEY CONTROL
 HY0417  ___________________________________________________________________
 HY0417* NAD 83(1986)-  38 54 07.     (N)    082 07 46.     (W)     SCALED    
 HY0417* NAVD 88     -       172.644  (meters)     566.42   (feet)  ADJUSTED  
 HY0417  ___________________________________________________________________
 HY0417  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HY0417  DYNAMIC HT  -         172.535 (meters)     566.06  (feet)  COMP
 HY0417  MODELED GRAV-     979,994.6   (mgal)                       NAVD 88
 HY0417
 HY0417  VERT ORDER  -  SECOND    CLASS 0
 HY0417
 HY0417.The horizontal coordinates were scaled from a topographic map and have
 HY0417.an estimated accuracy of +/- 6 seconds.
 HY0417
 HY0417.The orthometric height was determined by differential leveling
 HY0417.and adjusted by the National Geodetic Survey in June 1991..
 HY0417
 HY0417.The geoid height was determined by GEOID03.
 HY0417
 HY0417.The dynamic height is computed by dividing the NAVD 88
 HY0417.geopotential number by the normal gravity value computed on the
 HY0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0417.degrees latitude (g = 980.6199 gals.).
 HY0417
 HY0417.The modeled gravity was interpolated from observed gravity values.
 HY0417
 HY0417;                    North         East    Units  Estimated Accuracy
 HY0417;SPC WV S     -   211,700.      502,030.      MT  (+/- 180 meters Scaled)
 HY0417
 HY0417                          SUPERSEDED SURVEY CONTROL
 HY0417
 HY0417  NGVD 29 (??/??/92)  172.84   (m)          567.1    (f) COMPUTED    2 0
 HY0417
 HY0417.Superseded values are not recommended for survey control.
 HY0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0417.See file dsdata.txt to determine how the superseded data were derived.
 HY0417
 HY0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD020065(NAD 83)
 HY0417_MARKER: P = PIPE CAP
 HY0417_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY0417_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY0417_STAMPING: 429
 HY0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0417
 HY0417  HISTORY     - Date     Condition        Report By
 HY0417  HISTORY     - UNK      MONUMENTED       DOD
 HY0417  HISTORY     - 1943     MARK NOT FOUND   NGS
 HY0417
 HY0417                          STATION DESCRIPTION
 HY0417
 HY0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HY0417'0.6 MI SW FROM YORK.
 HY0417'0.6 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0417'THE STATION AT YORK, MASON COUNTY, ABOUT 200 YARDS SOUTH OF THE
 HY0417'POWER PLANT FOR LOCK 25, ON THE NORTH SIDE OF THE ROAD LEADING
 HY0417'TO THE LOCK, 125 YARDS WEST OF THE TRACK, 400 FEET SOUTHWEST
 HY0417'OF THE GRAVE OF DR. BENNETT, 37.4 FEET NORTHEAST OF A
 HY0417'TRIANGULAR-BLAZED WILD CHERRY TREE, AND ABOUT 4 YARDS NORTH
 HY0417'OF THE CENTERLINE OF THE ROAD.  A CORPS OF ENGINEERS, U.S. ARMY,
 HY0417'STANDARD CAP, STAMPED 429 AND BOLTED ON THE TOP OF A 2-INCH
 HY0417'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1991 ***********************************************************************
 HY1991  DESIGNATION -  435 BOLT
 HY1991  PID         -  HY1991
 HY1991  STATE/COUNTY-  WV/MASON
 HY1991  USGS QUAD   -  GALLIPOLIS (1983)
 HY1991
 HY1991                         *CURRENT SURVEY CONTROL
 HY1991  ___________________________________________________________________
 HY1991* NAD 83(1986)-  38 49 28.     (N)    082 09 06.     (W)     SCALED    
 HY1991* NAVD 88     -       175.075  (meters)     574.39   (feet)  ADJUSTED  
 HY1991  ___________________________________________________________________
 HY1991  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 HY1991  DYNAMIC HT  -         174.963 (meters)     574.02  (feet)  COMP
 HY1991  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 HY1991
 HY1991  VERT ORDER  -  FIRST     CLASS II
 HY1991
 HY1991.The horizontal coordinates were scaled from a topographic map and have
 HY1991.an estimated accuracy of +/- 6 seconds.
 HY1991
 HY1991.The orthometric height was determined by differential leveling
 HY1991.and adjusted by the National Geodetic Survey in June 1991..
 HY1991
 HY1991.The geoid height was determined by GEOID03.
 HY1991
 HY1991.The dynamic height is computed by dividing the NAVD 88
 HY1991.geopotential number by the normal gravity value computed on the
 HY1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1991.degrees latitude (g = 980.6199 gals.).
 HY1991
 HY1991.The modeled gravity was interpolated from observed gravity values.
 HY1991
 HY1991;                    North         East    Units  Estimated Accuracy
 HY1991;SPC WV S     -   203,120.      499,990.      MT  (+/- 180 meters Scaled)
 HY1991
 HY1991                          SUPERSEDED SURVEY CONTROL
 HY1991
 HY1991  NGVD 29 (??/??/92)  175.266  (m)          575.02   (f) ADJ UNCH    1 2
 HY1991
 HY1991.Superseded values are not recommended for survey control.
 HY1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1991.See file dsdata.txt to determine how the superseded data were derived.
 HY1991
 HY1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC000979(NAD 83)
 HY1991_MARKER: B = BOLT
 HY1991_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1991_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1991_STAMPING: 435
 HY1991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1991
 HY1991  HISTORY     - Date     Condition        Report By
 HY1991  HISTORY     - UNK      MONUMENTED       DOD
 HY1991  HISTORY     - 1956     GOOD             NGS
 HY1991
 HY1991                          STATION DESCRIPTION
 HY1991
 HY1991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY1991'0.9 MI SW FROM HENDERSON.
 HY1991'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE SOUTH
 HY1991'END OF HIGHWAY BRIDGE OVER KANAWAH RIVER AT HENDERSON, ACROSS THE
 HY1991'BALTIMORE AND OHIO RAILROAD FROM THE HIGHWAY, 44 1/2 FEET
 HY1991'SOUTHEAST OF SOUTHEAST RAIL, ABOUT 0.2 MILE NORTHEAST OF TRESTLE
 HY1991'OVER MILE CREEK, 68 FEET SOUTH AND ACROSS TRACK FROM TELEPHONE POLE
 HY1991'NO. 174+28, 72 FEET SOUTHWEST OF A PROMINENT VINE COVERED BOULDER,
 HY1991'124 FEET WEST-SOUTHWEST OF BM W 115, 51 FEET NORTH-NORTHEAST
 HY1991'OF A LONE FORKED 36-INCH HONEY LOCUST TREE, 3 FEET NORTHWEST OF A
 HY1991'FENCE LINE, ABOUT 5 1/2 FEET ABOVE LEVEL OF TRACK AND IS A U.S.E.
 HY1991'PIPE AND CAP (2-INCH) ON TOP OF A BOLT, THE PIPE AND CAP PROJECTING
 HY1991'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0012 ***********************************************************************
 HY0012  DESIGNATION -  435 CAP
 HY0012  PID         -  HY0012
 HY0012  STATE/COUNTY-  WV/MASON
 HY0012  USGS QUAD   -  GALLIPOLIS (1983)
 HY0012
 HY0012                         *CURRENT SURVEY CONTROL
 HY0012  ___________________________________________________________________
 HY0012* NAD 83(1986)-  38 49 28.     (N)    082 09 06.     (W)     SCALED    
 HY0012* NAVD 88     -       176.000  (meters)     577.43   (feet)  ADJUSTED  
 HY0012  ___________________________________________________________________
 HY0012  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 HY0012  DYNAMIC HT  -         175.888 (meters)     577.06  (feet)  COMP
 HY0012  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 HY0012
 HY0012  VERT ORDER  -  FIRST     CLASS II
 HY0012
 HY0012.The horizontal coordinates were scaled from a topographic map and have
 HY0012.an estimated accuracy of +/- 6 seconds.
 HY0012
 HY0012.The orthometric height was determined by differential leveling
 HY0012.and adjusted by the National Geodetic Survey in June 1991..
 HY0012
 HY0012.The geoid height was determined by GEOID03.
 HY0012
 HY0012.The dynamic height is computed by dividing the NAVD 88
 HY0012.geopotential number by the normal gravity value computed on the
 HY0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0012.degrees latitude (g = 980.6199 gals.).
 HY0012
 HY0012.The modeled gravity was interpolated from observed gravity values.
 HY0012
 HY0012;                    North         East    Units  Estimated Accuracy
 HY0012;SPC WV S     -   203,120.      499,990.      MT  (+/- 180 meters Scaled)
 HY0012
 HY0012                          SUPERSEDED SURVEY CONTROL
 HY0012
 HY0012  NGVD 29 (??/??/92)  176.192  (m)          578.06   (f) ADJ UNCH    1 2
 HY0012
 HY0012.Superseded values are not recommended for survey control.
 HY0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0012.See file dsdata.txt to determine how the superseded data were derived.
 HY0012
 HY0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC000979(NAD 83)
 HY0012_MARKER: P = PIPE CAP
 HY0012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY0012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY0012_STAMPING: 435
 HY0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0012
 HY0012  HISTORY     - Date     Condition        Report By
 HY0012  HISTORY     - UNK      MONUMENTED       DOD
 HY0012  HISTORY     - 1956     GOOD             NGS
 HY0012
 HY0012                          STATION DESCRIPTION
 HY0012
 HY0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0012'0.9 MI SW FROM HENDERSON.
 HY0012'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGWAY 2 FROM THE SOUTH END
 HY0012'OF HIGHWAY BRIDGE OVER KANAWAH RIVER AT HENDERSON, ACROSS THE
 HY0012'BALTIMORE AND OHIO RAILROAD FROM THE HIGHWAY, 44 1/2 FEET SOUTHEAST
 HY0012'OF SOUTHEAST RAIL, ABOUT 0.2 MILE NORTHEAST OF TRESTLE OVER MILE
 HY0012'CREEK, 68 FEET SOUTH AND ACROSS TRACK FROM TELEPHONE POLE NO.
 HY0012'174+28, 72 FEET SOUTHWEST OF A PROMINENT VINE COVERED BOULDER,
 HY0012'124 FEET WEST-SOUTHWEST OF BM W 115, 51 FEET NORTH-NORTHEAST
 HY0012'OF A LONE FORKED 36-INCH HONEY LOCUST TREE, 3 FEET NORTHWEST OF A
 HY0012'FENCE LINE, ABOUT 5 1/2 FEET ABOVE LEVEL OF TRACK AND IS A U.S.E.
 HY0012'PIPE AND CAP (2-INCH), THE PIPE AND CAP PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0937 ***********************************************************************
 KY0937  DESIGNATION -  44 JJS
 KY0937  PID         -  KY0937
 KY0937  STATE/COUNTY-  WV/BROOKE
 KY0937  USGS QUAD   -  TILTONSVILLE (1985)
 KY0937
 KY0937                         *CURRENT SURVEY CONTROL
 KY0937  ___________________________________________________________________
 KY0937* NAD 83(1986)-  40 10 54.     (N)    080 38 47.     (W)     SCALED    
 KY0937* NAVD 88     -       360.396  (meters)    1182.40   (feet)  ADJUSTED  
 KY0937  ___________________________________________________________________
 KY0937  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0937  DYNAMIC HT  -         360.205 (meters)    1181.77  (feet)  COMP
 KY0937  MODELED GRAV-     980,083.3   (mgal)                       NAVD 88
 KY0937
 KY0937  VERT ORDER  -  SECOND    CLASS 0
 KY0937
 KY0937.This mark is at Wheeling Ohio County Airport (HLG)
 KY0937
 KY0937.The horizontal coordinates were scaled from a topographic map and have
 KY0937.an estimated accuracy of +/- 6 seconds.
 KY0937
 KY0937.The orthometric height was determined by differential leveling
 KY0937.and adjusted by the National Geodetic Survey in June 1991..
 KY0937
 KY0937.The geoid height was determined by GEOID03.
 KY0937
 KY0937.The dynamic height is computed by dividing the NAVD 88
 KY0937.geopotential number by the normal gravity value computed on the
 KY0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0937.degrees latitude (g = 980.6199 gals.).
 KY0937
 KY0937.The modeled gravity was interpolated from observed gravity values.
 KY0937
 KY0937;                    North         East    Units  Estimated Accuracy
 KY0937;SPC WV N     -   187,320.      502,370.      MT  (+/- 180 meters Scaled)
 KY0937
 KY0937                          SUPERSEDED SURVEY CONTROL
 KY0937
 KY0937  NGVD 29 (??/??/92)  360.586  (m)         1183.02   (f) ADJ UNCH    2 0
 KY0937
 KY0937.Superseded values are not recommended for survey control.
 KY0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0937.See file dsdata.txt to determine how the superseded data were derived.
 KY0937
 KY0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE301479(NAD 83)
 KY0937_MARKER: DD = SURVEY DISK
 KY0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0937_STAMPING: 44 JJS 1955 1183
 KY0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0937+STABILITY: SURFACE MOTION
 KY0937
 KY0937  HISTORY     - Date     Condition        Report By
 KY0937  HISTORY     - 1955     MONUMENTED       USGS
 KY0937  HISTORY     - 1957     GOOD             NGS
 KY0937  HISTORY     - 1964     GOOD             NGS
 KY0937
 KY0937                          STATION DESCRIPTION
 KY0937
 KY0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0937'2.2 MI E FROM SHORT CREEK.
 KY0937'ABOUT 0.9 MILE EAST ALONG SHORT CREEK ROAD FROM THE JUNCTION OF
 KY0937'STATE HIGHWAY 2 AT SHORT CREEK, THENCE ABOUT 1.25 MILES NORTHEAST
 KY0937'AND EAST ALONG A BLACK TOP ROAD, AT OHIO COUNTY AIRPORT, 7.7 FEET
 KY0937'NORTH OF FLAG POLE, 26 FEET EAST OF NORTHEAST STAIR CORNER OF
 KY0937'ADMINSTRATION BUILDING, 1 FOOT SOUTH OF A CURB, ABOUT LEVEL WITH
 KY0937'A SIDE WALK AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 KY0937'WITH GROUND.
 KY0937
 KY0937                          STATION RECOVERY (1964)
 KY0937
 KY0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KY0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0019 ***********************************************************************
 HY0019  DESIGNATION -  443
 HY0019  PID         -  HY0019
 HY0019  STATE/COUNTY-  WV/MASON
 HY0019  USGS QUAD   -  GALLIPOLIS (1983)
 HY0019
 HY0019                         *CURRENT SURVEY CONTROL
 HY0019  ___________________________________________________________________
 HY0019* NAD 83(1986)-  38 46 21.     (N)    082 12 29.     (W)     SCALED    
 HY0019* NAVD 88     -       170.488  (meters)     559.34   (feet)  ADJUSTED  
 HY0019  ___________________________________________________________________
 HY0019  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HY0019  DYNAMIC HT  -         170.379 (meters)     558.99  (feet)  COMP
 HY0019  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 HY0019
 HY0019  VERT ORDER  -  FIRST     CLASS II
 HY0019
 HY0019.The horizontal coordinates were scaled from a topographic map and have
 HY0019.an estimated accuracy of +/- 6 seconds.
 HY0019
 HY0019.The orthometric height was determined by differential leveling
 HY0019.and adjusted by the National Geodetic Survey in June 1991..
 HY0019
 HY0019.The geoid height was determined by GEOID03.
 HY0019
 HY0019.The dynamic height is computed by dividing the NAVD 88
 HY0019.geopotential number by the normal gravity value computed on the
 HY0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0019.degrees latitude (g = 980.6199 gals.).
 HY0019
 HY0019.The modeled gravity was interpolated from observed gravity values.
 HY0019
 HY0019;                    North         East    Units  Estimated Accuracy
 HY0019;SPC WV S     -   197,420.      495,020.      MT  (+/- 180 meters Scaled)
 HY0019
 HY0019                          SUPERSEDED SURVEY CONTROL
 HY0019
 HY0019  NGVD 29 (??/??/92)  170.686  (m)          559.99   (f) ADJ UNCH    1 2
 HY0019
 HY0019.Superseded values are not recommended for survey control.
 HY0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0019.See file dsdata.txt to determine how the superseded data were derived.
 HY0019
 HY0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC950922(NAD 83)
 HY0019_MARKER: B = BOLT
 HY0019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY0019_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0019
 HY0019  HISTORY     - Date     Condition        Report By
 HY0019  HISTORY     - UNK      MONUMENTED       DOD
 HY0019  HISTORY     - 1956     GOOD             NGS
 HY0019
 HY0019                          STATION DESCRIPTION
 HY0019
 HY0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0019'1.2 MI NW FROM BEALE.
 HY0019'ABOUT 0.55 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0019'THE SCHOOL AT BEALE, THENCE ABOUT 0.7 MILE WEST ALONG AN ABANDONED
 HY0019'FARM ROAD, ABOUT 0.6 MILE WEST OF THE CELANESE CORPORATION OF
 HY0019'AMERICA PLANT AND OFFICE, ABOUT 0.15 MILE EAST OF EAST BANK OF
 HY0019'OHIO RIVER, ON ABANDONED PROPERTY LINE, 197 FEET EAST OF A
 HY0019'40-INCH WILD CHERRY TREE, AND IS A U.S.E. BOLT ABOUT 33 INCHES
 HY0019'UNDERGROUND AND DIRECTLY UNDER A 2-INCH IRON PIPE (NO CAP)
 HY0019'PROJECTING 4 INCHES.  NOTE-- CAP ON PIPE MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2932 ***********************************************************************
 JV2932  DESIGNATION -  457.7 USGS
 JV2932  PID         -  JV2932
 JV2932  STATE/COUNTY-  WV/BERKELEY
 JV2932  USGS QUAD   -  MARTINSBURG (1979)
 JV2932
 JV2932                         *CURRENT SURVEY CONTROL
 JV2932  ___________________________________________________________________
 JV2932* NAD 83(1986)-  39 27 22.     (N)    077 57 50.     (W)     SCALED    
 JV2932* NAVD 88     -       139.115  (meters)     456.41   (feet)  ADJUSTED  
 JV2932  ___________________________________________________________________
 JV2932  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JV2932  DYNAMIC HT  -         139.031 (meters)     456.14  (feet)  COMP
 JV2932  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 JV2932
 JV2932  VERT ORDER  -  FIRST     CLASS II
 JV2932
 JV2932.The horizontal coordinates were scaled from a topographic map and have
 JV2932.an estimated accuracy of +/- 6 seconds.
 JV2932
 JV2932.The orthometric height was determined by differential leveling
 JV2932.and adjusted by the National Geodetic Survey in June 1991..
 JV2932
 JV2932.The geoid height was determined by GEOID03.
 JV2932
 JV2932.The dynamic height is computed by dividing the NAVD 88
 JV2932.geopotential number by the normal gravity value computed on the
 JV2932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2932.degrees latitude (g = 980.6199 gals.).
 JV2932
 JV2932.The modeled gravity was interpolated from observed gravity values.
 JV2932
 JV2932;                    North         East    Units  Estimated Accuracy
 JV2932;SPC WV N     -   107,280.      732,200.      MT  (+/- 180 meters Scaled)
 JV2932
 JV2932                          SUPERSEDED SURVEY CONTROL
 JV2932
 JV2932  NGVD 29 (??/??/??)  139.283  (m)          456.96   (f) ADJUSTED    1 2
 JV2932
 JV2932.Superseded values are not recommended for survey control.
 JV2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2932.See file dsdata.txt to determine how the superseded data were derived.
 JV2932
 JV2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ449715(NAD 83)
 JV2932_MARKER: DD = SURVEY DISK
 JV2932_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JV2932_STAMPING: 457.7
 JV2932_MARK LOGO: USGS  
 JV2932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2932
 JV2932  HISTORY     - Date     Condition        Report By
 JV2932  HISTORY     - UNK      MONUMENTED       USGS
 JV2932  HISTORY     - 1965     GOOD             CGS
 JV2932  HISTORY     - 1977     GOOD             ALSTER
 JV2932  HISTORY     - 1983     GOOD             NGS
 JV2932
 JV2932                          STATION DESCRIPTION
 JV2932
 JV2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JV2932'AT MARTINSBURG.
 JV2932'AT MARTINSBURG, SET IN THE TOP OF THE EAST END OF THE BOTTOM
 JV2932'STEP TO THE ENTRANCE TO THE BERKELEY COUNTY COURTHOUSE, AT THE
 JV2932'JUNCTION OF WEST KING STREET AND SOUTH QUEEN STREET, 16.4 FEET
 JV2932'NORTH OF THE NORTH EDGE OF WEST KING STREET, 46.4 FEET WEST OF
 JV2932'THE WEST EDGE OF SOUTH QUEEN STREET.
 JV2932
 JV2932                          STATION RECOVERY (1977)
 JV2932
 JV2932'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977
 JV2932'RECOVERED IN GOOD CONDITION.
 JV2932
 JV2932                          STATION RECOVERY (1983)
 JV2932
 JV2932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1131 ***********************************************************************
 JW1131  DESIGNATION -  46 JEA USGS
 JW1131  PID         -  JW1131
 JW1131  STATE/COUNTY-  WV/PRESTON
 JW1131  USGS QUAD   -  TERRA ALTA (1976)
 JW1131
 JW1131                         *CURRENT SURVEY CONTROL
 JW1131  ___________________________________________________________________
 JW1131* NAD 83(1986)-  39 27 22.     (N)    079 34 36.     (W)     SCALED    
 JW1131* NAVD 88     -       814.679  (meters)    2672.83   (feet)  ADJUSTED  
 JW1131  ___________________________________________________________________
 JW1131  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JW1131  DYNAMIC HT  -         814.122 (meters)    2671.00  (feet)  COMP
 JW1131  MODELED GRAV-     979,914.8   (mgal)                       NAVD 88
 JW1131
 JW1131  VERT ORDER  -  FIRST     CLASS II
 JW1131
 JW1131.The horizontal coordinates were scaled from a topographic map and have
 JW1131.an estimated accuracy of +/- 6 seconds.
 JW1131
 JW1131.The orthometric height was determined by differential leveling
 JW1131.and adjusted by the National Geodetic Survey in June 1991..
 JW1131
 JW1131.The geoid height was determined by GEOID03.
 JW1131
 JW1131.The dynamic height is computed by dividing the NAVD 88
 JW1131.geopotential number by the normal gravity value computed on the
 JW1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1131.degrees latitude (g = 980.6199 gals.).
 JW1131
 JW1131.The modeled gravity was interpolated from observed gravity values.
 JW1131
 JW1131;                    North         East    Units  Estimated Accuracy
 JW1131;SPC WV N     -   106,150.      593,400.      MT  (+/- 180 meters Scaled)
 JW1131
 JW1131                          SUPERSEDED SURVEY CONTROL
 JW1131
 JW1131.No superseded survey control is available for this station.
 JW1131
 JW1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD224683(NAD 83)
 JW1131_MARKER: DD = SURVEY DISK
 JW1131_SETTING: 66 = SET IN ROCK OUTCROP
 JW1131_SP_SET: ROCK OUTCROP
 JW1131_STAMPING: 46 JEA 2673 1957
 JW1131_MARK LOGO: USGS  
 JW1131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1131+STABILITY: POSITION/ELEVATION WELL
 JW1131
 JW1131  HISTORY     - Date     Condition        Report By
 JW1131  HISTORY     - 1957     MONUMENTED       USGS
 JW1131  HISTORY     - 1983     GOOD             NGS
 JW1131  HISTORY     - 19951021 GOOD             USPSQD
 JW1131
 JW1131                          STATION DESCRIPTION
 JW1131
 JW1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1131'4.0 KM (2.5 MI) WEST FROM TERRA ALTA.
 JW1131'4.0 KM (2.5 MI) WEST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 JW1131'BRANDONVILLE TURNPIKE IN TERRA ALTA TO THE MARK ON THE RIGHT, ON THE
 JW1131'NORTH SIDE OF A LONE OAK TREE, 9.44 METERS (31.5 FT) NORTH OF THE
 JW1131'CENTERLINE OF THE HIGHWAY, 2.13 METERS (7.0 FT) NORTH OF THE LONE
 JW1131'40-INCH OAK TREE, 1.06 METERS (3.5 FT) SOUTHWEST OF POWER POLE 92-655.
 JW1131'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 JW1131'THE MARK IS 1.21 M ABOVE HIGHWAY.
 JW1131
 JW1131                          STATION RECOVERY (1995)
 JW1131
 JW1131'RECOVERY NOTE BY US POWER SQUADRON 1995
 JW1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1213 ***********************************************************************
 JW1213  DESIGNATION -  46 JWM USGS
 JW1213  PID         -  JW1213
 JW1213  STATE/COUNTY-  WV/MORGAN
 JW1213  USGS QUAD   -  HANCOCK (1971)
 JW1213
 JW1213                         *CURRENT SURVEY CONTROL
 JW1213  ___________________________________________________________________
 JW1213* NAD 83(1986)-  39 37 36.     (N)    078 13 39.     (W)     SCALED    
 JW1213* NAVD 88     -       186.256  (meters)     611.07   (feet)  ADJUSTED  
 JW1213  ___________________________________________________________________
 JW1213  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JW1213  DYNAMIC HT  -         186.147 (meters)     610.72  (feet)  COMP
 JW1213  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 JW1213
 JW1213  VERT ORDER  -  FIRST     CLASS II
 JW1213
 JW1213.The horizontal coordinates were scaled from a topographic map and have
 JW1213.an estimated accuracy of +/- 6 seconds.
 JW1213
 JW1213.The orthometric height was determined by differential leveling
 JW1213.and adjusted by the National Geodetic Survey in June 1991..
 JW1213
 JW1213.The geoid height was determined by GEOID03.
 JW1213
 JW1213.The dynamic height is computed by dividing the NAVD 88
 JW1213.geopotential number by the normal gravity value computed on the
 JW1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1213.degrees latitude (g = 980.6199 gals.).
 JW1213
 JW1213.The modeled gravity was interpolated from observed gravity values.
 JW1213
 JW1213;                    North         East    Units  Estimated Accuracy
 JW1213;SPC WV N     -   125,850.      709,240.      MT  (+/- 180 meters Scaled)
 JW1213
 JW1213                          SUPERSEDED SURVEY CONTROL
 JW1213
 JW1213.No superseded survey control is available for this station.
 JW1213
 JW1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD379899(NAD 83)
 JW1213_MARKER: DD = SURVEY DISK
 JW1213_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JW1213_SP_SET: STEP
 JW1213_STAMPING: 46 JWM 612 1947
 JW1213_MARK LOGO: USGS  
 JW1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1213
 JW1213  HISTORY     - Date     Condition        Report By
 JW1213  HISTORY     - 1947     MONUMENTED       USGS
 JW1213  HISTORY     - 1983     GOOD             NGS
 JW1213  HISTORY     - 20040821 GOOD             GEOCAC
 JW1213
 JW1213                          STATION DESCRIPTION
 JW1213
 JW1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1213'IN BERKELEY SPRINGS.
 JW1213'IN BERKELEY SPRINGS, AT THE INTERSECTION OF FAIRFAX STREET AND
 JW1213'WASHINGTON STREET (U.S. HIGHWAY 522), AT THE MORGAN COUNTY COURTHOUSE,
 JW1213'IN TOP OF THE NORTHWEST SIDE OF THE BOTTOM ENTRANCE STEP OF THE
 JW1213'FAIRFAX STREET ENTRANCE OF THE COURTHOUSE, 10.05 METERS (33.0 FT)
 JW1213'SOUTHEAST OF THE SOUTHEAST CURB OF WASHINGTON STREET, 5.0 METERS
 JW1213'(16.0 FT) NORTHEAST OF THE NORTHEAST CURB OF FAIRFAX STREET,
 JW1213'0.30 METER (1.0 FT) NORTHWEST OF THE NORTHWEST FACE OF THE COURTHOUSE.
 JW1213'THE MARK IS 0.30 M ABOVE FAIRFAX STREET.
 JW1213
 JW1213                          STATION RECOVERY (2004)
 JW1213
 JW1213'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 JW1213'HANDHELD GPS COORDINATES ARE  N 39 37 37  W 78 13 39
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1993 ***********************************************************************
 HY1993  DESIGNATION -  461 BOLT
 HY1993  PID         -  HY1993
 HY1993  STATE/COUNTY-  WV/MASON
 HY1993  USGS QUAD   -  GLENWOOD (1990)
 HY1993
 HY1993                         *CURRENT SURVEY CONTROL
 HY1993  ___________________________________________________________________
 HY1993* NAD 83(1986)-  38 35 26.     (N)    082 11 19.     (W)     SCALED    
 HY1993* NAVD 88     -       169.391  (meters)     555.74   (feet)  ADJUSTED  
 HY1993  ___________________________________________________________________
 HY1993  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HY1993  DYNAMIC HT  -         169.280 (meters)     555.38  (feet)  COMP
 HY1993  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 HY1993
 HY1993  VERT ORDER  -  FIRST     CLASS II
 HY1993
 HY1993.The horizontal coordinates were scaled from a topographic map and have
 HY1993.an estimated accuracy of +/- 6 seconds.
 HY1993
 HY1993.The orthometric height was determined by differential leveling
 HY1993.and adjusted by the National Geodetic Survey in June 1991..
 HY1993
 HY1993.The geoid height was determined by GEOID03.
 HY1993
 HY1993.The dynamic height is computed by dividing the NAVD 88
 HY1993.geopotential number by the normal gravity value computed on the
 HY1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1993.degrees latitude (g = 980.6199 gals.).
 HY1993
 HY1993.The modeled gravity was interpolated from observed gravity values.
 HY1993
 HY1993;                    North         East    Units  Estimated Accuracy
 HY1993;SPC WV S     -   177,200.      496,450.      MT  (+/- 180 meters Scaled)
 HY1993
 HY1993                          SUPERSEDED SURVEY CONTROL
 HY1993
 HY1993  NGVD 29 (??/??/92)  169.580  (m)          556.36   (f) ADJ UNCH    1 2
 HY1993
 HY1993.Superseded values are not recommended for survey control.
 HY1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1993.See file dsdata.txt to determine how the superseded data were derived.
 HY1993
 HY1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC964720(NAD 83)
 HY1993_MARKER: B = BOLT
 HY1993_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1993_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1993
 HY1993  HISTORY     - Date     Condition        Report By
 HY1993  HISTORY     - UNK      MONUMENTED       DOD
 HY1993  HISTORY     - 1956     GOOD             NGS
 HY1993
 HY1993                          STATION DESCRIPTION
 HY1993
 HY1993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY1993'AT GLENWOOD.
 HY1993'AT GLENWOOD, ALONG THE BALTIMORE AND OHIO RAILROAD, ABOUT 0.1
 HY1993'MILE WEST OF GRAVEL ROAD CROSSING, 9 FEET SOUTH OF SOUTH RAIL,
 HY1993'79 FEET EAST-SOUTHEAST AND ACROSS A ROAD AND TRACK FROM TELEPHONE
 HY1993'POLE NO. 192+29, 164 FEET SOUTHEAST AND ACROSS TRACK AND ROAD FROM
 HY1993'SOUTHEAST CORNER OF J.W. STARKEY STORE BUILDING, 13 FEET NORTH
 HY1993'OF CENTER LINE OF DIM ROAD SOUTHEAST, 50 FEET EAST OF CENTER OF
 HY1993'CROSSING OF A ROAD AND TRACK, ABOUT 1 FOOT BELOW LEVEL OF TRACK
 HY1993'AND IS A U.S.E. BOLT IN A 2-INCH IRON PIPE.  THE PIPE PROJECTS 3
 HY1993'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0038 ***********************************************************************
 HY0038  DESIGNATION -  461 CAP USE
 HY0038  PID         -  HY0038
 HY0038  STATE/COUNTY-  WV/MASON
 HY0038  USGS QUAD   -  GLENWOOD (1990)
 HY0038
 HY0038                         *CURRENT SURVEY CONTROL
 HY0038  ___________________________________________________________________
 HY0038* NAD 83(1986)-  38 35 26.     (N)    082 11 19.     (W)     SCALED    
 HY0038* NAVD 88     -       170.301  (meters)     558.73   (feet)  ADJUSTED  
 HY0038  ___________________________________________________________________
 HY0038  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HY0038  DYNAMIC HT  -         170.190 (meters)     558.37  (feet)  COMP
 HY0038  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 HY0038
 HY0038  VERT ORDER  -  FIRST     CLASS II
 HY0038
 HY0038.The horizontal coordinates were scaled from a topographic map and have
 HY0038.an estimated accuracy of +/- 6 seconds.
 HY0038
 HY0038.The orthometric height was determined by differential leveling
 HY0038.and adjusted by the National Geodetic Survey in June 1991..
 HY0038
 HY0038.The geoid height was determined by GEOID03.
 HY0038
 HY0038.The dynamic height is computed by dividing the NAVD 88
 HY0038.geopotential number by the normal gravity value computed on the
 HY0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0038.degrees latitude (g = 980.6199 gals.).
 HY0038
 HY0038.The modeled gravity was interpolated from observed gravity values.
 HY0038
 HY0038;                    North         East    Units  Estimated Accuracy
 HY0038;SPC WV S     -   177,200.      496,450.      MT  (+/- 180 meters Scaled)
 HY0038
 HY0038                          SUPERSEDED SURVEY CONTROL
 HY0038
 HY0038  NGVD 29 (??/??/92)  170.492  (m)          559.36   (f) ADJ UNCH    1 2
 HY0038
 HY0038.Superseded values are not recommended for survey control.
 HY0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0038.See file dsdata.txt to determine how the superseded data were derived.
 HY0038
 HY0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC964720(NAD 83)
 HY0038_MARKER: P = PIPE CAP
 HY0038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY0038_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0038
 HY0038  HISTORY     - Date     Condition        Report By
 HY0038  HISTORY     - UNK      MONUMENTED       DOD
 HY0038  HISTORY     - 1956     GOOD             NGS
 HY0038  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0038
 HY0038                          STATION DESCRIPTION
 HY0038
 HY0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0038'AT GLENWOOD.
 HY0038'AT GLENWOOD, ALONG THE BALTIMORE AND OHIO RAILROAD, ABOUT 0.1 MILE
 HY0038'WEST OF GRAVEL ROAD CROSSING, 9 FEET SOUTH OF SOUTH RAIL, 79 FEET
 HY0038'EAST-SOUTHEAST AND ACROSS A ROAD AND TRACK FROM TELEPHONE POLE
 HY0038'NO. 192+29, 164 FEET SOUTHEAST AND ACROSS TRACK AND ROAD FROM
 HY0038'SOUTHEAST CORNER OF J.W. STARKEY STORE BUILDING, 13 FEET NORTH
 HY0038'OF CENTER LINE OF DIM ROAD SOUTHEAST, 50 FEET EAST OF CENTER OF
 HY0038'CROSSING OF A ROAD AND TRACK, ABOUT 1 FOOT BELOW LEVEL OF TRACK
 HY0038'AND IS A U.S.E. CAP ON 2-INCH IRON PIPE WHICH IS ON TOP OF A BOLT.
 HY0038'THE PIPE PROJECTS 3 INCHES.
 HY0038
 HY0038                          STATION RECOVERY (1984)
 HY0038
 HY0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0038'NOT RECOVERED, MARK IS BELIEVED DESTROYED BY RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1142 ***********************************************************************
 JX1142  DESIGNATION -  47
 JX1142  PID         -  JX1142
 JX1142  STATE/COUNTY-  WV/WOOD
 JX1142  USGS QUAD   -  LITTLE HOCKING (1994)
 JX1142
 JX1142                         *CURRENT SURVEY CONTROL
 JX1142  ___________________________________________________________________
 JX1142* NAD 83(1986)-  39 16 18.     (N)    081 39 33.     (W)     SCALED    
 JX1142* NAVD 88     -       191.492  (meters)     628.25   (feet)  ADJUSTED  
 JX1142  ___________________________________________________________________
 JX1142  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JX1142  DYNAMIC HT  -         191.372 (meters)     627.86  (feet)  COMP
 JX1142  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JX1142
 JX1142  VERT ORDER  -  FIRST     CLASS II
 JX1142
 JX1142.The horizontal coordinates were scaled from a topographic map and have
 JX1142.an estimated accuracy of +/- 6 seconds.
 JX1142
 JX1142.The orthometric height was determined by differential leveling
 JX1142.and adjusted by the National Geodetic Survey in June 1991..
 JX1142
 JX1142.The geoid height was determined by GEOID03.
 JX1142
 JX1142.The dynamic height is computed by dividing the NAVD 88
 JX1142.geopotential number by the normal gravity value computed on the
 JX1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1142.degrees latitude (g = 980.6199 gals.).
 JX1142
 JX1142.The modeled gravity was interpolated from observed gravity values.
 JX1142
 JX1142;                    North         East    Units  Estimated Accuracy
 JX1142;SPC WV N     -    87,910.      413,700.      MT  (+/- 180 meters Scaled)
 JX1142
 JX1142                          SUPERSEDED SURVEY CONTROL
 JX1142
 JX1142  NGVD 29 (??/??/92)  191.686  (m)          628.89   (f) ADJ UNCH    1 2
 JX1142
 JX1142.Superseded values are not recommended for survey control.
 JX1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1142.See file dsdata.txt to determine how the superseded data were derived.
 JX1142
 JX1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD431471(NAD 83)
 JX1142_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JX1142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1142_SP_SET: CONCRETE SLAB
 JX1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1142
 JX1142  HISTORY     - Date     Condition        Report By
 JX1142  HISTORY     - UNK      MONUMENTED       DOD
 JX1142  HISTORY     - 1943     GOOD             NGS
 JX1142  HISTORY     - 1963     GOOD             NGS
 JX1142
 JX1142                          STATION DESCRIPTION
 JX1142
 JX1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1142'5.2 MI W FROM PARKERSBURG.
 JX1142'5-1/4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD (O. RIVER
 JX1142'DIV.) FROM THE ANN STREET STATION AT PARKERSBURG, WOOD COUNTY,
 JX1142'THENCE 0.2 MILE NORTH ALONG A PRIVATE DIRT ROAD, ON THE BANK OF
 JX1142'OHIO RIVER, OPPOSITE THE LOWER END OF BLENNERHASSETT ISLAND,
 JX1142'40.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF A TWO-STORY FRAME
 JX1142'FARMHOUSE, 5.6 FEET SOUTHWEST OF A TRIANGULAR BLAZE ON A 2-FOOT
 JX1142'MAPLE TREE, 3.2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 JX1142'ABOUT 3 FEET UNDERGROUND.  A COPPER BOLT, SET IN THE TOP OF A
 JX1142'CONCRETE SLAB, ON WHICH IS PLACED A 4-FOOT SECTION OF 4-INCH IRON
 JX1142'PIPE BEARING A COPRS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 JX1142
 JX1142                          STATION RECOVERY (1963)
 JX1142
 JX1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1129 ***********************************************************************
 JW1129  DESIGNATION -  47 JEA USGS
 JW1129  PID         -  JW1129
 JW1129  STATE/COUNTY-  WV/PRESTON
 JW1129  USGS QUAD   -  TERRA ALTA (1976)
 JW1129
 JW1129                         *CURRENT SURVEY CONTROL
 JW1129  ___________________________________________________________________
 JW1129* NAD 83(1986)-  39 27 19.     (N)    079 36 32.     (W)     SCALED    
 JW1129* NAVD 88     -       765.300  (meters)    2510.82   (feet)  ADJUSTED  
 JW1129  ___________________________________________________________________
 JW1129  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JW1129  DYNAMIC HT  -         764.785 (meters)    2509.13  (feet)  COMP
 JW1129  MODELED GRAV-     979,927.4   (mgal)                       NAVD 88
 JW1129
 JW1129  VERT ORDER  -  FIRST     CLASS II
 JW1129
 JW1129.The horizontal coordinates were scaled from a topographic map and have
 JW1129.an estimated accuracy of +/- 6 seconds.
 JW1129
 JW1129.The orthometric height was determined by differential leveling
 JW1129.and adjusted by the National Geodetic Survey in June 1991..
 JW1129
 JW1129.The geoid height was determined by GEOID03.
 JW1129
 JW1129.The dynamic height is computed by dividing the NAVD 88
 JW1129.geopotential number by the normal gravity value computed on the
 JW1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1129.degrees latitude (g = 980.6199 gals.).
 JW1129
 JW1129.The modeled gravity was interpolated from observed gravity values.
 JW1129
 JW1129;                    North         East    Units  Estimated Accuracy
 JW1129;SPC WV N     -   106,060.      590,630.      MT  (+/- 180 meters Scaled)
 JW1129
 JW1129                          SUPERSEDED SURVEY CONTROL
 JW1129
 JW1129.No superseded survey control is available for this station.
 JW1129
 JW1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD196682(NAD 83)
 JW1129_MARKER: DD = SURVEY DISK
 JW1129_SETTING: 66 = SET IN ROCK OUTCROP
 JW1129_SP_SET: ROCK OUTCROP
 JW1129_STAMPING: 47 JEA 2511 1957
 JW1129_MARK LOGO: USGS  
 JW1129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1129+STABILITY: POSITION/ELEVATION WELL
 JW1129
 JW1129  HISTORY     - Date     Condition        Report By
 JW1129  HISTORY     - 1957     MONUMENTED       USGS
 JW1129  HISTORY     - 1983     GOOD             NGS
 JW1129  HISTORY     - 19951021 GOOD             USPSQD
 JW1129
 JW1129                          STATION DESCRIPTION
 JW1129
 JW1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1129'7.4 KM (4.6 MI) WEST FROM TERRA ALTA.
 JW1129'7.4 KM (4.6 MI) WEST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 JW1129'BRANDONVILLE TURNPIKE (COUNTY ROUTE 3) IN TERRA ALTA TO THE MARK ON
 JW1129'THE LEFT, IN TOP OF A 3.0 METER (10.0 FT) BY 4.9 METER (16.0 FT)
 JW1129'EXPOSED BEDROCK, PROJECTING 1.1 METERS (3.5 FT) ABOVE THE GROUND,
 JW1129'10.05 METERS (33.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 JW1129'13.25 METERS (43.5 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE
 JW1129'CONCRETE FOUNDATION OF A WATER FOUNTAIN, 4.90 METERS (16.0 FT) NORTH
 JW1129'OF POWER POLE 2512.
 JW1129'THE MARK IS 0.91 M ABOVE HIGHWAY.
 JW1129
 JW1129                          STATION RECOVERY (1995)
 JW1129
 JW1129'RECOVERY NOTE BY US POWER SQUADRON 1995
 JW1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1117 ***********************************************************************
 JW1117  DESIGNATION -  48 JEA USGS
 JW1117  PID         -  JW1117
 JW1117  STATE/COUNTY-  WV/PRESTON
 JW1117  USGS QUAD   -  ROWLESBURG (1995)
 JW1117
 JW1117                         *CURRENT SURVEY CONTROL
 JW1117  ___________________________________________________________________
 JW1117* NAD 83(1986)-  39 19 08.     (N)    079 41 17.     (W)     SCALED    
 JW1117* NAVD 88     -       432.422  (meters)    1418.70   (feet)  ADJUSTED  
 JW1117  ___________________________________________________________________
 JW1117  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JW1117  DYNAMIC HT  -         432.144 (meters)    1417.79  (feet)  COMP
 JW1117  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 JW1117
 JW1117  VERT ORDER  -  FIRST     CLASS II
 JW1117
 JW1117.The horizontal coordinates were scaled from a topographic map and have
 JW1117.an estimated accuracy of +/- 6 seconds.
 JW1117
 JW1117.The orthometric height was determined by differential leveling
 JW1117.and adjusted by the National Geodetic Survey in June 1991..
 JW1117
 JW1117.The geoid height was determined by GEOID03.
 JW1117
 JW1117.The dynamic height is computed by dividing the NAVD 88
 JW1117.geopotential number by the normal gravity value computed on the
 JW1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1117.degrees latitude (g = 980.6199 gals.).
 JW1117
 JW1117.The modeled gravity was interpolated from observed gravity values.
 JW1117
 JW1117;                    North         East    Units  Estimated Accuracy
 JW1117;SPC WV N     -    90,930.      583,780.      MT  (+/- 180 meters Scaled)
 JW1117
 JW1117                          SUPERSEDED SURVEY CONTROL
 JW1117
 JW1117.No superseded survey control is available for this station.
 JW1117
 JW1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD130529(NAD 83)
 JW1117_MARKER: DD = SURVEY DISK
 JW1117_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1117_SP_SET: ABUTMENT
 JW1117_STAMPING: 48 JEA 1419 1957
 JW1117_MARK LOGO: USGS  
 JW1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1117
 JW1117  HISTORY     - Date     Condition        Report By
 JW1117  HISTORY     - 1957     MONUMENTED       USGS
 JW1117  HISTORY     - 1983     GOOD             NGS
 JW1117
 JW1117                          STATION DESCRIPTION
 JW1117
 JW1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1117'4.9 KM (3.05 MI) SOUTH FROM ROWLESBURG.
 JW1117'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1117'ELEMENTARY SCHOOL IN ROWLESBURG, THENCE 0.08 KM (0.05 MI) EAST ALONG
 JW1117'U.S. HIGHWAY 50 TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTH END OF
 JW1117'THE WEST ABUTMENT OF THE HIGHWAY BRIDGE OVER BUFFALO CREEK,
 JW1117'6.10 METERS (20.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JW1117'9.75 METERS (32.0 FT) EAST OF A HIGHWAY SIGN (US 50 EAST).
 JW1117'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1136 ***********************************************************************
 JX1136  DESIGNATION -  49
 JX1136  PID         -  JX1136
 JX1136  STATE/COUNTY-  WV/WOOD
 JX1136  USGS QUAD   -  LUBECK (1994)
 JX1136
 JX1136                         *CURRENT SURVEY CONTROL
 JX1136  ___________________________________________________________________
 JX1136* NAD 83(1986)-  39 13 07.     (N)    081 41 40.     (W)     SCALED    
 JX1136* NAVD 88     -       183.632  (meters)     602.47   (feet)  ADJUSTED  
 JX1136  ___________________________________________________________________
 JX1136  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JX1136  DYNAMIC HT  -         183.516 (meters)     602.09  (feet)  COMP
 JX1136  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 JX1136
 JX1136  VERT ORDER  -  FIRST     CLASS II
 JX1136
 JX1136.The horizontal coordinates were scaled from a topographic map and have
 JX1136.an estimated accuracy of +/- 6 seconds.
 JX1136
 JX1136.The orthometric height was determined by differential leveling
 JX1136.and adjusted by the National Geodetic Survey in June 1991..
 JX1136
 JX1136.The geoid height was determined by GEOID03.
 JX1136
 JX1136.The dynamic height is computed by dividing the NAVD 88
 JX1136.geopotential number by the normal gravity value computed on the
 JX1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1136.degrees latitude (g = 980.6199 gals.).
 JX1136
 JX1136.The modeled gravity was interpolated from observed gravity values.
 JX1136
 JX1136;                    North         East    Units  Estimated Accuracy
 JX1136;SPC WV N     -    82,090.      410,520.      MT  (+/- 180 meters Scaled)
 JX1136
 JX1136                          SUPERSEDED SURVEY CONTROL
 JX1136
 JX1136  NGVD 29 (??/??/92)  183.820  (m)          603.08   (f) ADJ UNCH    1 2
 JX1136
 JX1136.Superseded values are not recommended for survey control.
 JX1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1136.See file dsdata.txt to determine how the superseded data were derived.
 JX1136
 JX1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD400412(NAD 83)
 JX1136_MARKER: Z = SEE DESCRIPTION
 JX1136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1136_SP_SET: ABUTMENT
 JX1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1136
 JX1136  HISTORY     - Date     Condition        Report By
 JX1136  HISTORY     - UNK      MONUMENTED       DOD
 JX1136  HISTORY     - 1956     GOOD             NGS
 JX1136  HISTORY     - 1963     GOOD             NGS
 JX1136  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 JX1136
 JX1136                          STATION DESCRIPTION
 JX1136
 JX1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1136'8.5 MI N FROM BELLEVILLE.
 JX1136'8.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1136'STATION AT BELLEVILLE, IN THE TOP OF NORTH END OF WEST STONE
 JX1136'ABUTMENT OF RAILROAD CULVERT NO. 103.2, 8 1/2 FEET NORTH OF NORTH
 JX1136'RAIL, 38 FEET WEST OF TELEPHONE POLE NO. 103/12, 0.9 FOOT WEST
 JX1136'OF EAST EDGE OF ABUTMENT, 0.8 FOOT SOUTH OF NORTH END OF ABUTMENT
 JX1136'AND ABOUT 3 FEET BELOW LEVEL OF TRACK.  A 1 1/2-INCH OUTLINED
 JX1136'SQUARE SURROUNDED BY THE LETTERS U S B M.
 JX1136
 JX1136                          STATION RECOVERY (1963)
 JX1136
 JX1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1136'RECOVERED IN GOOD CONDITION.
 JX1136
 JX1136                          STATION RECOVERY (1975)
 JX1136
 JX1136'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JX1136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0799 ***********************************************************************
 HY0799  DESIGNATION -  499 USE
 HY0799  PID         -  HY0799
 HY0799  STATE/COUNTY-  WV/WAYNE
 HY0799  USGS QUAD   -  CATLETTSBURG (1985)
 HY0799
 HY0799                         *CURRENT SURVEY CONTROL
 HY0799  ___________________________________________________________________
 HY0799* NAD 83(1986)-  38 24 12.     (N)    082 34 45.     (W)     SCALED    
 HY0799* NAVD 88     -       167.382  (meters)     549.15   (feet)  ADJUSTED  
 HY0799  ___________________________________________________________________
 HY0799  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY0799  DYNAMIC HT  -         167.269 (meters)     548.78  (feet)  COMP
 HY0799  MODELED GRAV-     979,950.8   (mgal)                       NAVD 88
 HY0799
 HY0799  VERT ORDER  -  FIRST     CLASS II
 HY0799
 HY0799.The horizontal coordinates were scaled from a topographic map and have
 HY0799.an estimated accuracy of +/- 6 seconds.
 HY0799
 HY0799.The orthometric height was determined by differential leveling
 HY0799.and adjusted by the National Geodetic Survey in June 1991..
 HY0799
 HY0799.The geoid height was determined by GEOID03.
 HY0799
 HY0799.The dynamic height is computed by dividing the NAVD 88
 HY0799.geopotential number by the normal gravity value computed on the
 HY0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0799.degrees latitude (g = 980.6199 gals.).
 HY0799
 HY0799.The modeled gravity was interpolated from observed gravity values.
 HY0799
 HY0799;                    North         East    Units  Estimated Accuracy
 HY0799;SPC WV S     -   156,930.      462,080.      MT  (+/- 180 meters Scaled)
 HY0799
 HY0799                          SUPERSEDED SURVEY CONTROL
 HY0799
 HY0799  NGVD 29 (??/??/92)  167.563  (m)          549.75   (f) ADJ UNCH    1 2
 HY0799
 HY0799.Superseded values are not recommended for survey control.
 HY0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0799.See file dsdata.txt to determine how the superseded data were derived.
 HY0799
 HY0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC621517(NAD 83)
 HY0799_MARKER: P = PIPE CAP
 HY0799_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY0799_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY0799_STAMPING: 499
 HY0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0799
 HY0799  HISTORY     - Date     Condition        Report By
 HY0799  HISTORY     - UNK      MONUMENTED       DOD
 HY0799  HISTORY     - 1956     GOOD             NGS
 HY0799  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0799
 HY0799                          STATION DESCRIPTION
 HY0799
 HY0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0799'AT KENOVA.
 HY0799'AT KENOVA, AT THE INTERSECTION OF 16TH STREET AND BEECH STREET,
 HY0799'106 FEET WEST OF CENTER LINE OF 16TH STREET, 21 FEET SOUTH OF
 HY0799'CENTER LINE OF BEECH STREET, 0.4 FOOT NORTH OF NORTH EDGE OF BEECH
 HY0799'STREET SIDE WALK, 25 FEET NORTHWEST OF PORCH CORNER OF HOUSE NO.
 HY0799'201 16TH STREET, AND IS A 2-INCH IRON PIPE WITH U.S.E. CAP ABOUT
 HY0799'FLUSH WITH GROUND AND DIRECTLY OVER A BOLT ON PEDESTAL.
 HY0799
 HY0799                          STATION RECOVERY (1984)
 HY0799
 HY0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0799'NOT RECOVERED, A NEW SIDEWALK IS AT THIS LOCATION AND COVERS THE
 HY0799'LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0445 ***********************************************************************
 HY0445  DESIGNATION -  499.2
 HY0445  PID         -  HY0445
 HY0445  STATE/COUNTY-  WV/CABELL
 HY0445  USGS QUAD   -  BARBOURSVILLE (1985)
 HY0445
 HY0445                         *CURRENT SURVEY CONTROL
 HY0445  ___________________________________________________________________
 HY0445* NAD 83(1986)-  38 25 09.     (N)    082 21 09.     (W)     SCALED    
 HY0445* NAVD 88     -       169.708  (meters)     556.78   (feet)  ADJUSTED  
 HY0445  ___________________________________________________________________
 HY0445  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HY0445  DYNAMIC HT  -         169.593 (meters)     556.41  (feet)  COMP
 HY0445  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 HY0445
 HY0445  VERT ORDER  -  FIRST     CLASS II
 HY0445
 HY0445.The horizontal coordinates were scaled from a topographic map and have
 HY0445.an estimated accuracy of +/- 6 seconds.
 HY0445
 HY0445.The orthometric height was determined by differential leveling
 HY0445.and adjusted by the National Geodetic Survey in June 1991..
 HY0445
 HY0445.The geoid height was determined by GEOID03.
 HY0445
 HY0445.The dynamic height is computed by dividing the NAVD 88
 HY0445.geopotential number by the normal gravity value computed on the
 HY0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0445.degrees latitude (g = 980.6199 gals.).
 HY0445
 HY0445.The modeled gravity was interpolated from observed gravity values.
 HY0445
 HY0445;                    North         East    Units  Estimated Accuracy
 HY0445;SPC WV S     -   158,370.      481,900.      MT  (+/- 180 meters Scaled)
 HY0445
 HY0445                          SUPERSEDED SURVEY CONTROL
 HY0445
 HY0445  NGVD 29 (??/??/92)  169.900  (m)          557.41   (f) ADJ UNCH    1 2
 HY0445
 HY0445.Superseded values are not recommended for survey control.
 HY0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0445.See file dsdata.txt to determine how the superseded data were derived.
 HY0445
 HY0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC819531(NAD 83)
 HY0445_MARKER: Q = CHISELED SQUARE
 HY0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0445_SP_SET: UNDERPASS
 HY0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0445
 HY0445  HISTORY     - Date     Condition        Report By
 HY0445  HISTORY     - UNK      MONUMENTED       CORR
 HY0445  HISTORY     - 1956     GOOD             NGS
 HY0445
 HY0445                          STATION DESCRIPTION
 HY0445
 HY0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0445'1.9 MI E FROM GUYANDOT.
 HY0445'ABOUT 1.9 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0445'FROM THE STATION AT GUYANDOT, ABOUT 10 RAILS WEST OF SIGNAL
 HY0445'NO. 499.0, AT AN UNDERPASS, A 2-INCH OUTLINED SQUARE ON THE
 HY0445'TOP OF THE NORTHEAST CORNER OF HEAD WALL, 10 FEET NORTH OF
 HY0445'NORTH RAIL AND 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2197 ***********************************************************************
 AE2197  SACS        -  This is a Secondary Airport Control Station.
 AE2197  DESIGNATION -  4G7 A
 AE2197  PID         -  AE2197
 AE2197  STATE/COUNTY-  WV/TAYLOR
 AE2197  USGS QUAD   -  FAIRMONT WEST (1976)
 AE2197
 AE2197                         *CURRENT SURVEY CONTROL
 AE2197  ___________________________________________________________________
 AE2197* NAD 83(1995)-  39 26 56.15961(N)    080 09 57.76471(W)     ADJUSTED  
 AE2197* NAVD 88     -       308.88   (meters)    1013.4    (feet)  GPS OBS   
 AE2197  ___________________________________________________________________
 AE2197  X           -     842,357.270 (meters)                     COMP
 AE2197  Y           -  -4,859,556.767 (meters)                     COMP
 AE2197  Z           -   4,031,102.656 (meters)                     COMP
 AE2197  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 AE2197  ELLIP HEIGHT-         276.36  (meters)          (12/12/01) GPS OBS
 AE2197  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 AE2197
 AE2197  HORZ ORDER  -  FIRST
 AE2197  ELLP ORDER  -  FOURTH    CLASS II
 AE2197
 AE2197.This mark is at Fairmont Airport (4G7)
 AE2197
 AE2197.The horizontal coordinates were established by GPS observations
 AE2197.and adjusted by the National Geodetic Survey in August 1997..
 AE2197
 AE2197.The orthometric height was determined by GPS observations and a
 AE2197.high-resolution geoid model.
 AE2197
 AE2197.GPS derived orthometric heights for airport stations designated as
 AE2197.PACS or SACS are published to 2 decimal places.  This maintains
 AE2197.centimeter relative accuracy between the PACS and SACS.  It does
 AE2197.not indicate centimeter accuracy relative to other marks which are
 AE2197.part of the NAVD 88 network.
 AE2197
 AE2197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2197
 AE2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2197
 AE2197.The ellipsoidal height was determined by GPS observations
 AE2197.and is referenced to NAD 83.
 AE2197
 AE2197.The geoid height was determined by GEOID03.
 AE2197
 AE2197;                    North         East     Units Scale Factor Converg.
 AE2197;SPC WV N     -   105,560.038   542,672.878   MT  0.99994549   -0 25 29.2
 AE2197;UTM  17      - 4,366,928.930   571,755.499   MT  0.99966339   +0 31 47.7
 AE2197
 AE2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2197!SPC WV N     -   0.99995664  x   0.99994549  =   0.99990214
 AE2197!UTM  17      -   0.99995664  x   0.99966339  =   0.99962005
 AE2197
 AE2197|---------------------------------------------------------------------|
 AE2197| PID    Reference Object                     Distance      Geod. Az  |
 AE2197|                                                           dddmmss.s |
 AE2197| JX2252 FAIRPORT                            232.002 METERS 02928     |
 AE2197|---------------------------------------------------------------------|
 AE2197
 AE2197                          SUPERSEDED SURVEY CONTROL
 AE2197
 AE2197  ELLIP H (08/26/97)  276.40   (m)                       GP(       ) 4 2
 AE2197
 AE2197.Superseded values are not recommended for survey control.
 AE2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2197.See file dsdata.txt to determine how the superseded data were derived.
 AE2197
 AE2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7175566929(NAD 83)
 AE2197_MARKER: I = METAL ROD
 AE2197_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2197_STAMPING: 4G7 A 1996
 AE2197_MARK LOGO: NGS   
 AE2197_PROJECTION: RECESSED 10 CENTIMETERS
 AE2197_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2197+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE2197_ROD/PIPE-DEPTH: 1    meters
 AE2197
 AE2197  HISTORY     - Date     Condition        Report By
 AE2197  HISTORY     - 1996     MONUMENTED       NGS
 AE2197
 AE2197                          STATION DESCRIPTION
 AE2197
 AE2197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AE2197'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTHEAST OF THE CENTER
 AE2197'OF FAIRMONT, 0.2 KM (0.10 MI) NORTHWEST OF INTERSTATE 79, AT THE
 AE2197'FAIRMONT MUNICIPAL AIRPORT, ON THE NORTHWEST SIDE OF THE NORTHEAST END
 AE2197'OF THE SINGLE RUNWAY.  OWNERSHIP--FAIRMONT REGIONAL AIRPORT AUTHORITY,
 AE2197'C/O PRESIDENT AIRPORT AUTHORITY ROBERT SMITH, P.O.  BOX 387, FAIRMONT,
 AE2197'WV 26554.  PHONE (304) 363-8450.  TO REACH THE STATION FROM THE
 AE2197'JUNCTION OF INTERSTATE 79 AND KINGMONT ROAD (SECONDARY ROAD 64/1) AT
 AE2197'EXIT 133 ON THE SOUTHEAST SIDE OF FAIRMONT, GO WEST FOR 0.1 KM (0.05
 AE2197'MI) ON KINGMONT ROAD TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 AE2197'NORTHEAST FOR 0.2 KM (0.10 MI) ON AIRPORT ROAD TO A GRAVEL ROAD ON THE
 AE2197'LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.3 KM (0.20 MI) ON THE GRAVEL
 AE2197'ROAD, WINDING AROUND THE SOUTHWEST END OF THE RUNWAY TO A CONCRETE
 AE2197'APRON, OFFICE AND HANGARS ON THE LEFT AND RAMP ON THE RIGHT.  TURN
 AE2197'RIGHT AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) ON THE CONCRETE RAMP
 AE2197'ACROSS THE RUNWAY TO THE TAXIWAY.  TURN LEFT AND GO NORTHEAST FOR 0.25
 AE2197'MI (0.40 KM) ON THE TAXIWAY TO THE NORTHEAST END OF THE RUNWAY TO THE
 AE2197'STATION ON THE LEFT.  THE STATION IS A FENO ROD WITH COPPER DISK
 AE2197'STAMPED---4G7 A 1996---, DRIVEN INTO GROUND, ACCESS IS THROUGH A NGS
 AE2197'LOGO CAP.  THE STATION IS 49.5 FT (15.1 M) SE FROM CENTER OF
 AE2197'RUNWAY,19.5 FT NW FROM THE CENTER OF TAXIWAY,178.6 FT SSE OF RUNWAY
 AE2197'LIGHT AND TAXIWAY LIGHT,12.6 FT FROM SE EDGE OF RUNWAY, 9.5 FT (2.9 M)
 AE2197'FROM NW EDGE OF TAXIWAY,20 FT NNW OF RUNWAY AND TAXIWAY LIGHTS.THIS
 AE2197'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.  ED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3644 ***********************************************************************
 HW3644  DESIGNATION -  5
 HW3644  PID         -  HW3644
 HW3644  STATE/COUNTY-  WV/POCAHONTAS
 HW3644  USGS QUAD   -  GREEN BANK (1995)
 HW3644
 HW3644                         *CURRENT SURVEY CONTROL
 HW3644  ___________________________________________________________________
 HW3644* NAD 83(1986)-  38 26 10.     (N)    079 50 12.     (W)     SCALED    
 HW3644* NAVD 88     -       812.774  (meters)    2666.58   (feet)  ADJUSTED  
 HW3644  ___________________________________________________________________
 HW3644  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HW3644  DYNAMIC HT  -         812.117 (meters)    2664.42  (feet)  COMP
 HW3644  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 HW3644
 HW3644  VERT ORDER  -  THIRD
 HW3644
 HW3644.The horizontal coordinates were scaled from a topographic map and have
 HW3644.an estimated accuracy of +/- 6 seconds.
 HW3644
 HW3644.The orthometric height was determined by differential leveling
 HW3644.and adjusted by the National Geodetic Survey in March 1994..
 HW3644
 HW3644.The geoid height was determined by GEOID03.
 HW3644
 HW3644.The dynamic height is computed by dividing the NAVD 88
 HW3644.geopotential number by the normal gravity value computed on the
 HW3644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3644.degrees latitude (g = 980.6199 gals.).
 HW3644
 HW3644.The modeled gravity was interpolated from observed gravity values.
 HW3644
 HW3644;                    North         East    Units  Estimated Accuracy
 HW3644;SPC WV S     -   160,030.      701,560.      MT  (+/- 180 meters Scaled)
 HW3644
 HW3644                          SUPERSEDED SURVEY CONTROL
 HW3644
 HW3644.No superseded survey control is available for this station.
 HW3644
 HW3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC015548(NAD 83)
 HW3644_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HW3644_SETTING: 0 = UNSPECIFIED SETTING
 HW3644_STAMPING: 5
 HW3644_MARK LOGO: NONE  
 HW3644_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HW3644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3644
 HW3644  HISTORY     - Date     Condition        Report By
 HW3644  HISTORY     - UNK      MONUMENTED       RBNF
 HW3644  HISTORY     - 19700826 GOOD             USAF
 HW3644
 HW3644                          STATION DESCRIPTION
 HW3644
 HW3644'DESCRIBED BY US AIR FORCE 1970
 HW3644'THE STATION IS LOCATED ON PROPERTY OWNED BY THE NATIONAL RADIO
 HW3644'ASTROMOMY OBSERVATORY, LOCATED ABOUT 1.3 MILES NORTH OF GREEN BANK,
 HW3644'1.0 MILE WEST OF ARBOVALE, AND 1.2 MILE NORTHWEST OF THE MAIN
 HW3644'ENTRANCE TO THE OBSERVATORY.  TO REACH THE STATION FROM THE MAIN
 HW3644'ENTRANCE TO THE OBSERVATORY, GO NORTHWEST ON PROJECT ROAD FOR 0.2
 HW3644'MILE TO A CROSS BARS GATE, PASS THROUGH THE GATE AND CONTINUE
 HW3644'NORTHWEST ON PROJECT ROAD FOR 1.0 MILE TO A PARKING LOT FOR THE 140
 HW3644'FOOT DIAMETER RADIO TELESCOPE ON THE LEFT, AND THE STATION AREA.  THE
 HW3644'STATION IS THE CENTER OF A STANDARD TRIBRACH SET IN THE TOP OF A
 HW3644'SQUARE CONCRETE MONOLITH WHICH PROJECTS ABOUT 4 FEET ABOVE THE
 HW3644'GROUND.  IT IS LOCATED 788.7 FEET SOUTHWEST OF STATION SITE IN A
 HW3644'SMALL CLEARED OUT AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0184 ***********************************************************************
 JX0184  DESIGNATION -  5 BORR
 JX0184  PID         -  JX0184
 JX0184  STATE/COUNTY-  WV/MARION
 JX0184  USGS QUAD   -  FAIRMONT WEST (1976)
 JX0184
 JX0184                         *CURRENT SURVEY CONTROL
 JX0184  ___________________________________________________________________
 JX0184* NAD 83(1986)-  39 29 41.     (N)    080 07 31.     (W)     SCALED    
 JX0184* NAVD 88     -       264.759  (meters)     868.63   (feet)  ADJUSTED  
 JX0184  ___________________________________________________________________
 JX0184  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JX0184  DYNAMIC HT  -         264.601 (meters)     868.11  (feet)  COMP
 JX0184  MODELED GRAV-     980,023.2   (mgal)                       NAVD 88
 JX0184
 JX0184  VERT ORDER  -  FIRST     CLASS II
 JX0184
 JX0184.The horizontal coordinates were scaled from a topographic map and have
 JX0184.an estimated accuracy of +/- 6 seconds.
 JX0184
 JX0184.The orthometric height was determined by differential leveling
 JX0184.and adjusted by the National Geodetic Survey in June 1991..
 JX0184
 JX0184.The geoid height was determined by GEOID03.
 JX0184
 JX0184.The dynamic height is computed by dividing the NAVD 88
 JX0184.geopotential number by the normal gravity value computed on the
 JX0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0184.degrees latitude (g = 980.6199 gals.).
 JX0184
 JX0184.The modeled gravity was interpolated from observed gravity values.
 JX0184
 JX0184;                    North         East    Units  Estimated Accuracy
 JX0184;SPC WV N     -   110,620.      546,220.      MT  (+/- 180 meters Scaled)
 JX0184
 JX0184                          SUPERSEDED SURVEY CONTROL
 JX0184
 JX0184  NGVD 29 (??/??/92)  264.926  (m)          869.18   (f) ADJ UNCH    1 2
 JX0184
 JX0184.Superseded values are not recommended for survey control.
 JX0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0184.See file dsdata.txt to determine how the superseded data were derived.
 JX0184
 JX0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND752720(NAD 83)
 JX0184_MARKER: B = BOLT
 JX0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0184_SP_SET: BRIDGE
 JX0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0184
 JX0184  HISTORY     - Date     Condition        Report By
 JX0184  HISTORY     - UNK      MONUMENTED       BORR
 JX0184  HISTORY     - 1935     GOOD             NGS
 JX0184  HISTORY     - 1935     GOOD             NGS
 JX0184  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0184
 JX0184                          STATION DESCRIPTION
 JX0184
 JX0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0184'1.5 MI NE FROM FAIRMONT.
 JX0184'1.5 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0184'THE STATION AT FAIRMONT, MARION COUNTY, 0.1 MILE NORTH OF THE
 JX0184'JUNCTION OF THE MOUNDSVILLE AND CONNELLSVILLE BRANCH LINES, 400
 JX0184'FEET SOUTHEAST OF THE ROUNDHOUSE, AT THE BUFFALO CREEK RAILROAD
 JX0184'BRIDGE, IN THE NORTHWEST SIDE OF THE SOUTHWEST BRIDGE SEAT, AND
 JX0184'12 FEET NORTHWEST OF THE TRACK.
 JX0184
 JX0184                          STATION RECOVERY (1935)
 JX0184
 JX0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 JX0184'RECOVERED IN GOOD CONDITION.
 JX0184
 JX0184                          STATION RECOVERY (1983)
 JX0184
 JX0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0184'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0903 ***********************************************************************
 KY0903  DESIGNATION -  5 RJH
 KY0903  PID         -  KY0903
 KY0903  STATE/COUNTY-  WV/MARSHALL
 KY0903  USGS QUAD   -  VALLEY GROVE (1981)
 KY0903
 KY0903                         *CURRENT SURVEY CONTROL
 KY0903  ___________________________________________________________________
 KY0903* NAD 83(1986)-  40 00 12.     (N)    080 35 34.     (W)     SCALED    
 KY0903* NAVD 88     -       408.790  (meters)    1341.17   (feet)  ADJUSTED  
 KY0903  ___________________________________________________________________
 KY0903  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KY0903  DYNAMIC HT  -         408.554 (meters)    1340.40  (feet)  COMP
 KY0903  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 KY0903
 KY0903  VERT ORDER  -  SECOND    CLASS 0
 KY0903
 KY0903.The horizontal coordinates were scaled from a topographic map and have
 KY0903.an estimated accuracy of +/- 6 seconds.
 KY0903
 KY0903.The orthometric height was determined by differential leveling
 KY0903.and adjusted by the National Geodetic Survey in June 1991..
 KY0903
 KY0903.The geoid height was determined by GEOID03.
 KY0903
 KY0903.The dynamic height is computed by dividing the NAVD 88
 KY0903.geopotential number by the normal gravity value computed on the
 KY0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0903.degrees latitude (g = 980.6199 gals.).
 KY0903
 KY0903.The modeled gravity was interpolated from observed gravity values.
 KY0903
 KY0903;                    North         East    Units  Estimated Accuracy
 KY0903;SPC WV N     -   167,470.      506,690.      MT  (+/- 180 meters Scaled)
 KY0903
 KY0903                          SUPERSEDED SURVEY CONTROL
 KY0903
 KY0903  NGVD 29 (??/??/92)  408.934  (m)         1341.64   (f) ADJ UNCH    2 0
 KY0903
 KY0903.Superseded values are not recommended for survey control.
 KY0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0903.See file dsdata.txt to determine how the superseded data were derived.
 KY0903
 KY0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE347282(NAD 83)
 KY0903_MARKER: DD = SURVEY DISK
 KY0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0903_STAMPING: TT 5 RJH 1955
 KY0903_MARK LOGO: USGS  
 KY0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0903+STABILITY: SURFACE MOTION
 KY0903
 KY0903  HISTORY     - Date     Condition        Report By
 KY0903  HISTORY     - 1955     MONUMENTED       USGS
 KY0903  HISTORY     - 1957     GOOD             CGS
 KY0903
 KY0903                          STATION DESCRIPTION
 KY0903
 KY0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0903'6.9 MI SE FROM ELM GROVE.
 KY0903'ABOUT 3.85 MILES SOUTH ALONG A BLACK TOP ROAD FOLLOWING WHEELING
 KY0903'CREEK FROM THE PUBLIC SCHOOL AT ELM GROVE, THENCE ABOUT 3.05
 KY0903'MILES EAST ALONG A GRAVEL ROAD, AT LOCUST GROVE SCHOOL, 19
 KY0903'FEET NORTH OF CENTER LINE OF ROAD, 34 FEET EAST OF SOUTHEAST
 KY0903'CORNER OF SCHOOL, 26 FEET EAST OF A WELL WITH IRON PUMP, 33
 KY0903'FEET NORTH AND ACROSS ROAD FROM THE WEST ONE OF TWO 16-INCH
 KY0903'LOCUST TREES, 37 FEET NORTHWEST AND ACROSS ROAD FROM THE EAST
 KY0903'ONE OF THE TWO TREES, 6 FEET EAST OF SOUTHEAST CORNER OF A
 KY0903'SMALL COAL SHED, 3 FEET NORTHWEST OF A FENCE CORNER, 1 1/2
 KY0903'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 KY0903'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KY0903'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1877 ***********************************************************************
 GX1877  DESIGNATION -  5 WO
 GX1877  PID         -  GX1877
 GX1877  STATE/COUNTY-  WV/MCDOWELL
 GX1877  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX1877
 GX1877                         *CURRENT SURVEY CONTROL
 GX1877  ___________________________________________________________________
 GX1877* NAD 83(1986)-  37 14 15.     (N)    081 36 39.     (W)     SCALED    
 GX1877* NAVD 88     -       508.519  (meters)    1668.37   (feet)  ADJUSTED  
 GX1877  ___________________________________________________________________
 GX1877  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GX1877  DYNAMIC HT  -         508.082 (meters)    1666.93  (feet)  COMP
 GX1877  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GX1877
 GX1877  VERT ORDER  -  SECOND    CLASS 0
 GX1877
 GX1877.The horizontal coordinates were scaled from a topographic map and have
 GX1877.an estimated accuracy of +/- 6 seconds.
 GX1877
 GX1877.The orthometric height was determined by differential leveling
 GX1877.and adjusted by the National Geodetic Survey in June 1991..
 GX1877
 GX1877.The geoid height was determined by GEOID03.
 GX1877
 GX1877.The dynamic height is computed by dividing the NAVD 88
 GX1877.geopotential number by the normal gravity value computed on the
 GX1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1877.degrees latitude (g = 980.6199 gals.).
 GX1877
 GX1877.The modeled gravity was interpolated from observed gravity values.
 GX1877
 GX1877;                    North         East    Units  Estimated Accuracy
 GX1877;SPC WV S     -    26,540.      545,800.      MT  (+/- 180 meters Scaled)
 GX1877
 GX1877                          SUPERSEDED SURVEY CONTROL
 GX1877
 GX1877  NGVD 29 (??/??/92)  508.660  (m)         1668.83   (f) ADJ UNCH    2 0
 GX1877
 GX1877.Superseded values are not recommended for survey control.
 GX1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1877.See file dsdata.txt to determine how the superseded data were derived.
 GX1877
 GX1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB458213(NAD 83)
 GX1877_MARKER: DD = SURVEY DISK
 GX1877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1877_SP_SET: CULVERT
 GX1877_STAMPING: 1669 5 WO 1943
 GX1877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1877
 GX1877  HISTORY     - Date     Condition        Report By
 GX1877  HISTORY     - 1943     MONUMENTED       USGS
 GX1877  HISTORY     - 1958     GOOD             NGS
 GX1877
 GX1877                          STATION DESCRIPTION
 GX1877
 GX1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1877'AT SQUIRE.
 GX1877'AT SQUIRE, ALONG THE NORFOLK AND WESTERN RAILWAY, ABOUT 95 YARDS
 GX1877'WEST ALONG A BLACK TOP ROAD LEADING TO CANEBRAKE FROM THE
 GX1877'JUNCTION OF STATE HIGHWAY 16, 24 FEET SOUTHEAST OF CENTER LINE
 GX1877'OF ROAD, 11 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL, IN THE TOP OF
 GX1877'NORTHWEST END OF SOUTHWEST CONCRETE HEAD WALL OF A 10-FOOT
 GX1877'CONCRETE BOX CULVERT UNDER RAILWAY AND ABOUT 1 FOOT BELOW LEVEL
 GX1877'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1952 ***********************************************************************
 HW1952  DESIGNATION -  50
 HW1952  PID         -  HW1952
 HW1952  STATE/COUNTY-  WV/RANDOLPH
 HW1952  USGS QUAD   -  HARMAN (1995)
 HW1952
 HW1952                         *CURRENT SURVEY CONTROL
 HW1952  ___________________________________________________________________
 HW1952* NAD 83(1986)-  38 52 31.     (N)    079 34 48.     (W)     SCALED    
 HW1952* NAVD 88     -      1010.29   (+/-2cm)    3314.6    (feet)  VERTCON   
 HW1952  ___________________________________________________________________
 HW1952  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HW1952
 HW1952  VERT ORDER  -  ? (See Below)
 HW1952
 HW1952.The horizontal coordinates were scaled from a topographic map and have
 HW1952.an estimated accuracy of +/- 6 seconds.
 HW1952
 HW1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1952.The vertical order pertains to the NGVD 29 superseded value.
 HW1952
 HW1952.The geoid height was determined by GEOID03.
 HW1952
 HW1952;                    North         East    Units  Estimated Accuracy
 HW1952;SPC WV S     -   209,090.      723,220.      MT  (+/- 180 meters Scaled)
 HW1952
 HW1952                          SUPERSEDED SURVEY CONTROL
 HW1952
 HW1952  NGVD 29 (??/??/92) 1010.415  (m)         3315.00   (f) ADJ UNCH    ?  
 HW1952
 HW1952.Superseded values are not recommended for survey control.
 HW1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1952.See file dsdata.txt to determine how the superseded data were derived.
 HW1952
 HW1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD231038(NAD 83)
 HW1952_MARKER: Q = CHISELED SQUARE
 HW1952_SETTING: 80 = SET IN A BOULDER
 HW1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1952+STABILITY: SURFACE MOTION
 HW1952
 HW1952  HISTORY     - Date     Condition        Report By
 HW1952  HISTORY     - UNK      MONUMENTED       WVHD
 HW1952  HISTORY     - 1934     GOOD             NGS
 HW1952
 HW1952                          STATION DESCRIPTION
 HW1952
 HW1952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1952'5 MI W FROM HARMAN.
 HW1952'5.0 MILES WEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HW1952'HARMAN, RANDOLPH COUNTY, ON THE WEST SLOPE OF A LONG GRADE, 300
 HW1952'YARDS WEST OF THE TOP OF THE HILL, 20 YARDS SOUTH OF THE
 HW1952'CENTERLINE OF THE HIGHWAY, AND ON THE TOP OF A LARGE BOULDER, 7
 HW1952'FEET LOWER THAN THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1263 ***********************************************************************
 JW1263  DESIGNATION -  500 USE 1975
 JW1263  PID         -  JW1263
 JW1263  STATE/COUNTY-  WV/MINERAL
 JW1263  USGS QUAD   -  WESTERNPORT (1981)
 JW1263
 JW1263                         *CURRENT SURVEY CONTROL
 JW1263  ___________________________________________________________________
 JW1263* NAD 83(1995)-  39 25 43.68821(N)    079 07 22.76382(W)     ADJUSTED  
 JW1263* NAVD 88     -       468.1    (meters)    1536.     (feet)  VERTCON   
 JW1263  ___________________________________________________________________
 JW1263  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 JW1263  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JW1263
 JW1263  HORZ ORDER  -  SECOND
 JW1263
 JW1263.The horizontal coordinates were established by classical geodetic methods
 JW1263.and adjusted by the National Geodetic Survey in April 1998..
 JW1263
 JW1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1263
 JW1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1263
 JW1263.The geoid height was determined by GEOID03.
 JW1263
 JW1263;                    North         East     Units Scale Factor Converg.
 JW1263;SPC WV N     -   103,180.742   632,459.155   MT  0.99994663   +0 14 25.6
 JW1263;SPC MD       -   197,735.593   217,225.355   MT  0.99999636   -1 19 56.9
 JW1263;SPC MD       -   648,737.52    712,680.19   sFT  0.99999636   -1 19 56.9
 JW1263;UTM  17      - 4,366,044.004   661,553.650   MT  0.99992135   +1 11 32.6
 JW1263
 JW1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1263!SPC WV N     -   0.99993154  x   0.99994663  =   0.99987817
 JW1263!SPC MD       -   0.99993154  x   0.99999636  =   0.99992790
 JW1263!UTM  17      -   0.99993154  x   0.99992135  =   0.99985289
 JW1263
 JW1263:                Primary Azimuth Mark                     Grid Az
 JW1263:SPC WV N     -  2800                                     007 13 15.7
 JW1263:SPC MD       -  2800                                     008 47 38.2
 JW1263:UTM  17      -  2800                                     006 16 08.7
 JW1263
 JW1263|---------------------------------------------------------------------|
 JW1263| PID    Reference Object                     Distance      Geod. Az  |
 JW1263|                                                           dddmmss.s |
 JW1263| JW1262 2800                                APPROX. 0.7 KM 0072741.3 |
 JW1263|---------------------------------------------------------------------|
 JW1263
 JW1263                          SUPERSEDED SURVEY CONTROL
 JW1263
 JW1263  NAD 83(1995)-  39 25 43.69176(N)    079 07 22.76544(W) AD(       ) 2
 JW1263  NAD 83(1986)-  39 25 43.69530(N)    079 07 22.77324(W) AD(       ) 2
 JW1263  NAD 27      -  39 25 43.34774(N)    079 07 23.65350(W) AD(       ) 2
 JW1263  NGVD 29 (07/19/86)  468.3    (m)         1536.     (f) VERT ANG       
 JW1263
 JW1263.Superseded values are not recommended for survey control.
 JW1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1263.See file dsdata.txt to determine how the superseded data were derived.
 JW1263
 JW1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6155466044(NAD 83)
 JW1263_MARKER: I = METAL ROD
 JW1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1263_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1263+STABILITY: SURFACE MOTION
 JW1263
 JW1263  HISTORY     - Date     Condition        Report By
 JW1263  HISTORY     - 1975     MONUMENTED       USE
 JW1263
 JW1263                          STATION DESCRIPTION
 JW1263
 JW1263'DESCRIBED BY US ENGINEERS 1975 (JRS)
 JW1263'THE STATION IS ABOUT 8.5 MILES WEST OF KEYSER, 4.5 MILES NORTH
 JW1263'EAST OF KITZMILLER, 5 MILES SOUTHWEST OF BLOOMINGTON AND IS ON
 JW1263'PROPERTY OWNED BY THE U.S. ARMY CORPS OF ENGINEERS, THE WORK WAS
 JW1263'REQUESTED BY FRANKLIN D. LESTER, CHIEF SURVEYOR, BALTIMORE
 JW1263'DISTRICT, TELEPHONE NUMBER 301-962-2309.
 JW1263'
 JW1263'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND
 JW1263'46 IN ELK GARDEN, GO NORTHERLY ON STATE HIGHWAY 46 FOR 3.2 MILES
 JW1263'TO A RAILROAD CROSSING IN THE VILLAGE OF SHAW, NOW ABANDONED,
 JW1263'CONTINUE AHEAD FOR 0.45 MILE TO A PLACE WHERE THE ROAD CURVES
 JW1263'SHARP RIGHT AND GOES UPHILL AT A SIDE ROAD LEFT, THROUGH A
 JW1263'DOUBLE METAL GATE. TURN LEFT THROUGH THE GATE AND GO 0.05 MILE
 JW1263'TO THE OFFICE OF I.G. LEFELIC INC. CONTINUE AHEAD ON A RIVER
 JW1263'BOTTOM ROAD FOR 0.8 MILE TO A SIDE ROAD, SHARP RIGHT. TURN
 JW1263'SHARP RIGHT AND GO UP A STEEP GRADE FOR 0.3 MILE, 4 WHEEL
 JW1263'DRIVE, TO THE MARK ON THE LEFT AT THE END OF THE ROAD, AND A
 JW1263'WELL CAP.
 JW1263'
 JW1263'STATION MARK IS A THREE EIGHTHS-INCH REINFORCING ROD SET
 JW1263'IN A 6-INCH SQUARE PRECAST CONCRETE POST THAT PROJECTS 2 INCHES
 JW1263'ABOVE THE GROUND. THE ROD PROJECTS ONE HALF INCH. IT IS 11.0
 JW1263'FEET NORTH OF THE APPROXIMATE CENTER OF A BLADED CUT ON THE EDGE
 JW1263'OF THE HILL AND ABOUT 4 FEET LOWER THAN THE CUT ON THE SLOPE
 JW1263'OF THE HILL. IT IS 76.0 FEET EAST-NORTHEAST OF A WELL CAP.
 JW1263'
 JW1263'STATION 28+00 USE 1975 WILL SERVE AS THE AZIMUTH MARK.
 JW1263'THERE WAS NO SUITABLE LOCATION FOR REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1126 ***********************************************************************
 GX1126  DESIGNATION -  5.05
 GX1126  PID         -  GX1126
 GX1126  STATE/COUNTY-  WV/WYOMING
 GX1126  USGS QUAD   -  MULLENS (1976)
 GX1126
 GX1126                         *CURRENT SURVEY CONTROL
 GX1126  ___________________________________________________________________
 GX1126* NAD 83(1986)-  37 34 16.     (N)    081 27 45.     (W)     SCALED    
 GX1126* NAVD 88     -       414.27   (+/-2cm)    1359.2    (feet)  VERTCON   
 GX1126  ___________________________________________________________________
 GX1126  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX1126
 GX1126  VERT ORDER  -  ? (See Below)
 GX1126
 GX1126.The horizontal coordinates were scaled from a topographic map and have
 GX1126.an estimated accuracy of +/- 6 seconds.
 GX1126
 GX1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX1126.The vertical order pertains to the NGVD 29 superseded value.
 GX1126
 GX1126.The geoid height was determined by GEOID03.
 GX1126
 GX1126;                    North         East    Units  Estimated Accuracy
 GX1126;SPC WV S     -    63,490.      559,140.      MT  (+/- 180 meters Scaled)
 GX1126
 GX1126                          SUPERSEDED SURVEY CONTROL
 GX1126
 GX1126  NGVD 29 (??/??/92)  414.430  (m)         1359.68   (f) ADJ UNCH    ?  
 GX1126
 GX1126.Superseded values are not recommended for survey control.
 GX1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1126.See file dsdata.txt to determine how the superseded data were derived.
 GX1126
 GX1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB591583(NAD 83)
 GX1126_MARKER: B = BOLT
 GX1126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1126_SP_SET: CULVERT
 GX1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1126
 GX1126  HISTORY     - Date     Condition        Report By
 GX1126  HISTORY     - UNK      MONUMENTED       NWRR
 GX1126  HISTORY     - 1935     GOOD             NGS
 GX1126
 GX1126                          STATION DESCRIPTION
 GX1126
 GX1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1126'6.9 MI E FROM PINEVILLE.
 GX1126'6.9 MILES EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION AT
 GX1126'PINEVILLE, 13 RAILS WEST OF MILEPOST 5, AT A CULVERT, IN THE TOP
 GX1126'OF THE WEST END OF THE SOUTH HEADWALL, 9.8 FEET SOUTH OF THE
 GX1126'SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2910 ***********************************************************************
 JV2910  DESIGNATION -  506 NWRR
 JV2910  PID         -  JV2910
 JV2910  STATE/COUNTY-  WV/JEFFERSON
 JV2910  USGS QUAD   -  CHARLES TOWN (1988)
 JV2910
 JV2910                         *CURRENT SURVEY CONTROL
 JV2910  ___________________________________________________________________
 JV2910* NAD 83(1986)-  39 17 23.     (N)    077 52 13.     (W)     SCALED    
 JV2910* NAVD 88     -       154.128  (meters)     505.67   (feet)  ADJUSTED  
 JV2910  ___________________________________________________________________
 JV2910  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JV2910  DYNAMIC HT  -         154.035 (meters)     505.36  (feet)  COMP
 JV2910  MODELED GRAV-     980,022.4   (mgal)                       NAVD 88
 JV2910
 JV2910  VERT ORDER  -  FIRST     CLASS II
 JV2910
 JV2910.The horizontal coordinates were scaled from a topographic map and have
 JV2910.an estimated accuracy of +/- 6 seconds.
 JV2910
 JV2910.The orthometric height was determined by differential leveling
 JV2910.and adjusted by the National Geodetic Survey in June 1991..
 JV2910
 JV2910.The geoid height was determined by GEOID03.
 JV2910
 JV2910.The dynamic height is computed by dividing the NAVD 88
 JV2910.geopotential number by the normal gravity value computed on the
 JV2910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2910.degrees latitude (g = 980.6199 gals.).
 JV2910
 JV2910.The modeled gravity was interpolated from observed gravity values.
 JV2910
 JV2910;                    North         East    Units  Estimated Accuracy
 JV2910;SPC WV N     -    88,950.      740,590.      MT  (+/- 180 meters Scaled)
 JV2910
 JV2910                          SUPERSEDED SURVEY CONTROL
 JV2910
 JV2910  NGVD 29 (??/??/??)  154.300  (m)          506.23   (f) ADJUSTED    1 2
 JV2910
 JV2910.Superseded values are not recommended for survey control.
 JV2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2910.See file dsdata.txt to determine how the superseded data were derived.
 JV2910
 JV2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ524528(NAD 83)
 JV2910_MARKER: O = CHISELED CIRCLE
 JV2910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2910_SP_SET: BRIDGE
 JV2910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2910
 JV2910  HISTORY     - Date     Condition        Report By
 JV2910  HISTORY     - UNK      MONUMENTED       NWRR
 JV2910  HISTORY     - 1929     GOOD             CGS
 JV2910  HISTORY     - 1934     GOOD             CGS
 JV2910  HISTORY     - 1983     MARK NOT FOUND   NGS
 JV2910
 JV2910                          STATION DESCRIPTION
 JV2910
 JV2910'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JV2910'0.3 MI N FROM CHARLES TOWN.
 JV2910'0.3 MILE NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JV2910'STATIUON AT CHARLES TOWN, JEFFERSON COUNTY, 650 FEET SOUTH OF
 JV2910'THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD, AT BRIDGE
 JV2910'676, AND ON THE TOP OF THE WEST SIDE OF THE SOUTH ABUTMENT.  A
 JV2910'1-1/2-INCH CHISELED CIRCLE.
 JV2910
 JV2910                          STATION RECOVERY (1934)
 JV2910
 JV2910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JV2910'RECOVERED IN GOOD CONDITION.
 JV2910
 JV2910                          STATION RECOVERY (1983)
 JV2910
 JV2910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2910'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0318 ***********************************************************************
 JW0318  DESIGNATION -  507
 JW0318  PID         -  JW0318
 JW0318  STATE/COUNTY-  WV/HARDY
 JW0318  USGS QUAD   -  OLD FIELDS (1970)
 JW0318
 JW0318                         *CURRENT SURVEY CONTROL
 JW0318  ___________________________________________________________________
 JW0318* NAD 83(1986)-  39 11 32.     (N)    078 53 05.     (W)     SCALED    
 JW0318* NAVD 88     -       228.599  (meters)     750.00   (feet)  ADJUSTED  
 JW0318  ___________________________________________________________________
 JW0318  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JW0318  DYNAMIC HT  -         228.455 (meters)     749.52  (feet)  COMP
 JW0318  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 JW0318
 JW0318  VERT ORDER  -  SECOND    CLASS 0
 JW0318
 JW0318.The horizontal coordinates were scaled from a topographic map and have
 JW0318.an estimated accuracy of +/- 6 seconds.
 JW0318
 JW0318.The orthometric height was determined by differential leveling
 JW0318.and adjusted by the National Geodetic Survey in June 1991..
 JW0318
 JW0318.The geoid height was determined by GEOID03.
 JW0318
 JW0318.The dynamic height is computed by dividing the NAVD 88
 JW0318.geopotential number by the normal gravity value computed on the
 JW0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0318.degrees latitude (g = 980.6199 gals.).
 JW0318
 JW0318.The modeled gravity was interpolated from observed gravity values.
 JW0318
 JW0318;                    North         East    Units  Estimated Accuracy
 JW0318;SPC WV N     -    77,030.      653,150.      MT  (+/- 180 meters Scaled)
 JW0318
 JW0318                          SUPERSEDED SURVEY CONTROL
 JW0318
 JW0318  NGVD 29 (??/??/92)  228.760  (m)          750.52   (f) ADJ UNCH    2 0
 JW0318
 JW0318.Superseded values are not recommended for survey control.
 JW0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0318.See file dsdata.txt to determine how the superseded data were derived.
 JW0318
 JW0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD826402(NAD 83)
 JW0318_MARKER: DD = SURVEY DISK
 JW0318_SETTING: 66 = SET IN ROCK OUTCROP
 JW0318_SP_SET: CLIFF
 JW0318_STAMPING: STATION 507
 JW0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0318+STABILITY: POSITION/ELEVATION WELL
 JW0318
 JW0318  HISTORY     - Date     Condition        Report By
 JW0318  HISTORY     - UNK      MONUMENTED       DOD
 JW0318  HISTORY     - 1934     GOOD             NGS
 JW0318
 JW0318                          STATION DESCRIPTION
 JW0318
 JW0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0318'10.2 MI N FROM MOOREFIELD.
 JW0318'10.2 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0318'MOOREFIELD, HARDY COUNTY, AT THE BASE OF A LARGE ROCK CLIFF,
 JW0318'7 YARDS WEST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A
 JW0318'ROCK LEDGE, AND 3 FEET HIGHER THAN THE RAIL.  A CORPS OF ENGINEERS,
 JW0318'U.S. ARMY, STANDARD DISK, STAMPED STATION 507 AND SURROUNDED
 JW0318'BY THE LETTERS U.S.E.D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0946 ***********************************************************************
 KY0946  DESIGNATION -  51 JJS
 KY0946  PID         -  KY0946
 KY0946  STATE/COUNTY-  WV/OHIO
 KY0946  USGS QUAD   -  BETHANY (1981)
 KY0946
 KY0946                         *CURRENT SURVEY CONTROL
 KY0946  ___________________________________________________________________
 KY0946* NAD 83(1986)-  40 09 24.     (N)    080 37 15.     (W)     SCALED    
 KY0946* NAVD 88     -       271.653  (meters)     891.25   (feet)  ADJUSTED  
 KY0946  ___________________________________________________________________
 KY0946  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY0946  DYNAMIC HT  -         271.504 (meters)     890.76  (feet)  COMP
 KY0946  MODELED GRAV-     980,069.4   (mgal)                       NAVD 88
 KY0946
 KY0946  VERT ORDER  -  SECOND    CLASS 0
 KY0946
 KY0946.The horizontal coordinates were scaled from a topographic map and have
 KY0946.an estimated accuracy of +/- 6 seconds.
 KY0946
 KY0946.The orthometric height was determined by differential leveling
 KY0946.and adjusted by the National Geodetic Survey in June 1991..
 KY0946
 KY0946.The geoid height was determined by GEOID03.
 KY0946
 KY0946.The dynamic height is computed by dividing the NAVD 88
 KY0946.geopotential number by the normal gravity value computed on the
 KY0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0946.degrees latitude (g = 980.6199 gals.).
 KY0946
 KY0946.The modeled gravity was interpolated from observed gravity values.
 KY0946
 KY0946;                    North         East    Units  Estimated Accuracy
 KY0946;SPC WV N     -   184,520.      504,510.      MT  (+/- 180 meters Scaled)
 KY0946
 KY0946                          SUPERSEDED SURVEY CONTROL
 KY0946
 KY0946  NGVD 29 (??/??/92)  271.826  (m)          891.82   (f) ADJ UNCH    2 0
 KY0946
 KY0946.Superseded values are not recommended for survey control.
 KY0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0946.See file dsdata.txt to determine how the superseded data were derived.
 KY0946
 KY0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE322452(NAD 83)
 KY0946_MARKER: DD = SURVEY DISK
 KY0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0946_STAMPING: 892 51 JJS 1955
 KY0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0946+STABILITY: SURFACE MOTION
 KY0946
 KY0946  HISTORY     - Date     Condition        Report By
 KY0946  HISTORY     - 1955     MONUMENTED       USGS
 KY0946  HISTORY     - 1957     GOOD             NGS
 KY0946
 KY0946                          STATION DESCRIPTION
 KY0946
 KY0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0946'1.6 MI SW FROM WEST LIBERTY.
 KY0946'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE WEST
 KY0946'LIBERTY HIGH SCHOOL GYMNASIUM AT WEST LIBERTY, THENCE 0.9 MILE
 KY0946'SOUTHWEST ALONG A BLACK TOP ROAD ALONG THE NORTH FORK OF SHORT
 KY0946'CREEK, 1.15 MILE EAST OF THE SHORT CREEK METHODIST CHURCH, NEAR
 KY0946'THE JUNCTION OF A GRAVEL ROAD LEADING SOUTHEAST, 51 FEET SOUTH
 KY0946'OF THE CENTER LINE OF THE BLACK TOP ROAD, 32 1/2 FEET SOUTHWEST
 KY0946'OF THE CENTER LINE OF THE ROAD LEADING SOUTHEAST, 41 FEET
 KY0946'SOUTH-SOUTHEAST OF TELEPHONE POLE NO. 249-5, 18 1/2 FEET SOUTHEAST
 KY0946'OF A PIPE LINE MARKER, 5 1/2 FEET NORTHEAST OF TELEPHONE POLE NO.
 KY0946'1-2251, 41 FEET NORTHWEST OF THE WEST END OF THE CONCRETE BANNISTER
 KY0946'OF A BRIDGE FOR THE ROAD LEADING SOUTHEAST, 1 1/2 FEET ABOVE
 KY0946'THE LEVEL OF THE BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE
 KY0946'POST PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0696 ***********************************************************************
 JW0696  DESIGNATION -  512
 JW0696  PID         -  JW0696
 JW0696  STATE/COUNTY-  WV/HARDY
 JW0696  USGS QUAD   -  RIG (1981)
 JW0696
 JW0696                         *CURRENT SURVEY CONTROL
 JW0696  ___________________________________________________________________
 JW0696* NAD 83(1986)-  39 00 08.     (N)    079 04 42.     (W)     SCALED    
 JW0696* NAVD 88     -       276.604  (meters)     907.49   (feet)  ADJUSTED  
 JW0696  ___________________________________________________________________
 JW0696  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JW0696  DYNAMIC HT  -         276.424 (meters)     906.90  (feet)  COMP
 JW0696  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 JW0696
 JW0696  VERT ORDER  -  SECOND    CLASS 0
 JW0696
 JW0696.The horizontal coordinates were scaled from a topographic map and have
 JW0696.an estimated accuracy of +/- 6 seconds.
 JW0696
 JW0696.The orthometric height was determined by differential leveling
 JW0696.and adjusted by the National Geodetic Survey in June 1991..
 JW0696
 JW0696.The geoid height was determined by GEOID03.
 JW0696
 JW0696.The dynamic height is computed by dividing the NAVD 88
 JW0696.geopotential number by the normal gravity value computed on the
 JW0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0696.degrees latitude (g = 980.6199 gals.).
 JW0696
 JW0696.The modeled gravity was interpolated from observed gravity values.
 JW0696
 JW0696;                    North         East    Units  Estimated Accuracy
 JW0696;SPC WV N     -    55,840.      636,530.      MT  (+/- 180 meters Scaled)
 JW0696
 JW0696                          SUPERSEDED SURVEY CONTROL
 JW0696
 JW0696  NGVD 29 (??/??/92)  276.751  (m)          907.97   (f) ADJ UNCH    2 0
 JW0696
 JW0696.Superseded values are not recommended for survey control.
 JW0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0696.See file dsdata.txt to determine how the superseded data were derived.
 JW0696
 JW0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD664187(NAD 83)
 JW0696_MARKER: DD = SURVEY DISK
 JW0696_SETTING: 66 = SET IN ROCK OUTCROP
 JW0696_SP_SET: ROCK LEDGE
 JW0696_STAMPING: STATION 512
 JW0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0696+STABILITY: POSITION/ELEVATION WELL
 JW0696
 JW0696  HISTORY     - Date     Condition        Report By
 JW0696  HISTORY     - UNK      MONUMENTED       DOD
 JW0696  HISTORY     - 1954     GOOD             NGS
 JW0696
 JW0696                          STATION DESCRIPTION
 JW0696
 JW0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JW0696'2.9 MI N FROM PETERSBURG.
 JW0696'IN HARDY COUNTY, ABOUT 2.9 MILES NORTH ALONG THE BALTIMORE AND
 JW0696'OHIO RAILROAD FROM PETERSBURG, GRANT COUNTY, ABOUT 75 YARDS WEST
 JW0696'OF THE CENTER LINE OF THE CROSSING OF STATE HIGHWAY 28, ABOUT 30
 JW0696'FEET SOUTH OF A SUB-STATION OF THE POTOMAC POWER CO., ABOUT 5
 JW0696'YARDS SOUTH OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A
 JW0696'ROCK LEDGE, AND 4 FEET HIGHER THAN THE RAIL.  A CORPS OF ENGINEERS,
 JW0696'U.S. ARMY, STANDARD DISK, STAMPED STATION 512.  NOTE-- SUB-STATION
 JW0696'REMOVED - FOUNDATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0977 ***********************************************************************
 KY0977  DESIGNATION -  52 JJS
 KY0977  PID         -  KY0977
 KY0977  STATE/COUNTY-  WV/OHIO
 KY0977  USGS QUAD   -  TILTONSVILLE (1985)
 KY0977
 KY0977                         *CURRENT SURVEY CONTROL
 KY0977  ___________________________________________________________________
 KY0977* NAD 83(1986)-  40 07 38.     (N)    080 37 58.     (W)     SCALED    
 KY0977* NAVD 88     -       284.620  (meters)     933.79   (feet)  ADJUSTED  
 KY0977  ___________________________________________________________________
 KY0977  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY0977  DYNAMIC HT  -         284.461 (meters)     933.27  (feet)  COMP
 KY0977  MODELED GRAV-     980,061.4   (mgal)                       NAVD 88
 KY0977
 KY0977  VERT ORDER  -  SECOND    CLASS 0
 KY0977
 KY0977.The horizontal coordinates were scaled from a topographic map and have
 KY0977.an estimated accuracy of +/- 6 seconds.
 KY0977
 KY0977.The orthometric height was determined by differential leveling
 KY0977.and adjusted by the National Geodetic Survey in June 1991..
 KY0977
 KY0977.The geoid height was determined by GEOID03.
 KY0977
 KY0977.The dynamic height is computed by dividing the NAVD 88
 KY0977.geopotential number by the normal gravity value computed on the
 KY0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0977.degrees latitude (g = 980.6199 gals.).
 KY0977
 KY0977.The modeled gravity was interpolated from observed gravity values.
 KY0977
 KY0977;                    North         East    Units  Estimated Accuracy
 KY0977;SPC WV N     -   181,260.      503,450.      MT  (+/- 180 meters Scaled)
 KY0977
 KY0977                          SUPERSEDED SURVEY CONTROL
 KY0977
 KY0977  NGVD 29 (??/??/92)  284.785  (m)          934.33   (f) ADJ UNCH    2 0
 KY0977
 KY0977.Superseded values are not recommended for survey control.
 KY0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0977.See file dsdata.txt to determine how the superseded data were derived.
 KY0977
 KY0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE312419(NAD 83)
 KY0977_MARKER: DD = SURVEY DISK
 KY0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0977_STAMPING: 52 JJS 1955 934
 KY0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0977+STABILITY: SURFACE MOTION
 KY0977
 KY0977  HISTORY     - Date     Condition        Report By
 KY0977  HISTORY     - 1955     MONUMENTED       USGS
 KY0977  HISTORY     - 1957     GOOD             NGS
 KY0977  HISTORY     - 20050315 MARK NOT FOUND   GEOCAC
 KY0977
 KY0977                          STATION DESCRIPTION
 KY0977
 KY0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0977'0.4 MI W FROM CLINTON.
 KY0977'ABOUT 0.45 MILE WEST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 KY0977'STATE HIGHWAY 88 AT CLINTON, AT THE JUNCTION OF BOONE HEDGE ROAD
 KY0977'LEADING NORTH, 44 1/2 FEET NORTH OF CENTER LINE OF EAST-WEST ROAD,
 KY0977'34 FEET WEST OF CENTER LINE OF ROAD NORTH, 2 1/2 FEET SOUTH OF CENTER
 KY0977'OF FORT VAN METRE MONUMENT, 141 FEET SOUTH-SOUTHEAST OF SOUTHEAST
 KY0977'CORNER OF AN ABANDONED 2-STORY BRICK SCHOOL BUILDING, ABOUT LEVEL
 KY0977'WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KY0977
 KY0977                          STATION RECOVERY (2005)
 KY0977
 KY0977'RECOVERY NOTE BY GEOCACHING 2005 (BHH)
 KY0977'RECENT FLOODING IN THE AREA MAY HAVE EITHER REMOVED THE MARK OR BURIED
 KY0977'IT UNDER EXTREME MUD.  I WILL ATTEMPT TO DIG IT OUT AT A LATER DATE
 KY0977'FOR FURTHER CONFIRMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2912 ***********************************************************************
 JV2912  DESIGNATION -  527 NWRR
 JV2912  PID         -  JV2912
 JV2912  STATE/COUNTY-  WV/JEFFERSON
 JV2912  USGS QUAD   -  CHARLES TOWN (1988)
 JV2912
 JV2912                         *CURRENT SURVEY CONTROL
 JV2912  ___________________________________________________________________
 JV2912* NAD 83(1986)-  39 17 04.     (N)    077 52 24.     (W)     SCALED    
 JV2912* NAVD 88     -       160.085  (meters)     525.21   (feet)  ADJUSTED  
 JV2912  ___________________________________________________________________
 JV2912  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JV2912  DYNAMIC HT  -         159.989 (meters)     524.90  (feet)  COMP
 JV2912  MODELED GRAV-     980,021.6   (mgal)                       NAVD 88
 JV2912
 JV2912  VERT ORDER  -  FIRST     CLASS II
 JV2912
 JV2912.The horizontal coordinates were scaled from a topographic map and have
 JV2912.an estimated accuracy of +/- 6 seconds.
 JV2912
 JV2912.The orthometric height was determined by differential leveling
 JV2912.and adjusted by the National Geodetic Survey in June 1991..
 JV2912
 JV2912.The geoid height was determined by GEOID03.
 JV2912
 JV2912.The dynamic height is computed by dividing the NAVD 88
 JV2912.geopotential number by the normal gravity value computed on the
 JV2912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2912.degrees latitude (g = 980.6199 gals.).
 JV2912
 JV2912.The modeled gravity was interpolated from observed gravity values.
 JV2912
 JV2912;                    North         East    Units  Estimated Accuracy
 JV2912;SPC WV N     -    88,360.      740,330.      MT  (+/- 180 meters Scaled)
 JV2912
 JV2912                          SUPERSEDED SURVEY CONTROL
 JV2912
 JV2912  NGVD 29 (??/??/??)  160.271  (m)          525.82   (f) ADJUSTED    1 2
 JV2912
 JV2912.Superseded values are not recommended for survey control.
 JV2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2912.See file dsdata.txt to determine how the superseded data were derived.
 JV2912
 JV2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ521522(NAD 83)
 JV2912_MARKER: O = CHISELED CIRCLE
 JV2912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV2912_SP_SET: CULVERT
 JV2912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2912
 JV2912  HISTORY     - Date     Condition        Report By
 JV2912  HISTORY     - UNK      MONUMENTED       NWRR
 JV2912  HISTORY     - 1929     GOOD             CGS
 JV2912  HISTORY     - 1942     GOOD             CGS
 JV2912  HISTORY     - 1983     MARK NOT FOUND   NGS
 JV2912
 JV2912                          STATION DESCRIPTION
 JV2912
 JV2912'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JV2912'AT CHARLES TOWN.
 JV2912'AT CHARLES TOWN, JEFFERSON COUNTY, 0.1 MILE SOUTH ALONG THE
 JV2912'NORFOLK AND WESTERN RAILWAY FROM THE STATION, AT THE CROSSING OF
 JV2912'THE ROAD TO SUMMIT POINT, 20 FEET WEST OF THE CENTERLINE OF
 JV2912'THE MAIN TRACK, 15 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 JV2912'ON THE TOP OF THE WEST HEADWALL OF A CAST-IRON PIPE CULVERT.  A
 JV2912'1-1/2-INCH CHISELED CIRCLE.
 JV2912
 JV2912                          STATION RECOVERY (1942)
 JV2912
 JV2912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 JV2912'RECOVERED IN GOOD CONDITION.
 JV2912
 JV2912                          STATION RECOVERY (1983)
 JV2912
 JV2912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2912'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0988 ***********************************************************************
 HX0988  DESIGNATION -  53
 HX0988  PID         -  HX0988
 HX0988  STATE/COUNTY-  WV/WEBSTER
 HX0988  USGS QUAD   -  COWEN (1995)
 HX0988
 HX0988                         *CURRENT SURVEY CONTROL
 HX0988  ___________________________________________________________________
 HX0988* NAD 83(1986)-  38 24 32.     (N)    080 32 04.     (W)     SCALED    
 HX0988* NAVD 88     -       697.075  (meters)    2286.99   (feet)  ADJUSTED  
 HX0988  ___________________________________________________________________
 HX0988  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HX0988  DYNAMIC HT  -         696.543 (meters)    2285.24  (feet)  COMP
 HX0988  MODELED GRAV-     979,841.9   (mgal)                       NAVD 88
 HX0988
 HX0988  VERT ORDER  -  SECOND    CLASS 0
 HX0988
 HX0988.The horizontal coordinates were scaled from a topographic map and have
 HX0988.an estimated accuracy of +/- 6 seconds.
 HX0988
 HX0988.The orthometric height was determined by differential leveling
 HX0988.and adjusted by the National Geodetic Survey in June 1991..
 HX0988
 HX0988.The geoid height was determined by GEOID03.
 HX0988
 HX0988.The dynamic height is computed by dividing the NAVD 88
 HX0988.geopotential number by the normal gravity value computed on the
 HX0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0988.degrees latitude (g = 980.6199 gals.).
 HX0988
 HX0988.The modeled gravity was interpolated from observed gravity values.
 HX0988
 HX0988;                    North         East    Units  Estimated Accuracy
 HX0988;SPC WV S     -   156,470.      640,660.      MT  (+/- 180 meters Scaled)
 HX0988
 HX0988                          SUPERSEDED SURVEY CONTROL
 HX0988
 HX0988  NGVD 29 (??/??/92)  697.207  (m)         2287.42   (f) ADJ UNCH    2 0
 HX0988
 HX0988.Superseded values are not recommended for survey control.
 HX0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0988.See file dsdata.txt to determine how the superseded data were derived.
 HX0988
 HX0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC406512(NAD 83)
 HX0988_MARKER: N = NAIL
 HX0988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0988_SP_SET: TREE ROOT
 HX0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0988
 HX0988  HISTORY     - Date     Condition        Report By
 HX0988  HISTORY     - UNK      MONUMENTED       WVHD
 HX0988  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0988
 HX0988                          STATION DESCRIPTION
 HX0988
 HX0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0988'1.3 MI E FROM COWEN.
 HX0988'1.3 MILES EAST ALONG STATE HIGHWAY 20 (FORMERLY STATE HIGHWAY
 HX0988'15) FROM COWEN, WEBSTER COUNTY, 4 YARDS SOUTH OF A SMALL CONCRETE
 HX0988'CULVERT, ABOUT 12 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY
 HX0988'IN THE ROOT OF A 1-FOOT TREE, AND ABOUT 3 FEET LOWER THAN THE
 HX0988'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1116 ***********************************************************************
 JW1116  DESIGNATION -  53 JEA USGS
 JW1116  PID         -  JW1116
 JW1116  STATE/COUNTY-  WV/PRESTON
 JW1116  USGS QUAD   -  ROWLESBURG (1995)
 JW1116
 JW1116                         *CURRENT SURVEY CONTROL
 JW1116  ___________________________________________________________________
 JW1116* NAD 83(1986)-  39 19 15.     (N)    079 42 50.     (W)     SCALED    
 JW1116* NAVD 88     -       481.448  (meters)    1579.55   (feet)  ADJUSTED  
 JW1116  ___________________________________________________________________
 JW1116  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JW1116  DYNAMIC HT  -         481.135 (meters)    1578.52  (feet)  COMP
 JW1116  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 JW1116
 JW1116  VERT ORDER  -  FIRST     CLASS II
 JW1116
 JW1116.The horizontal coordinates were scaled from a topographic map and have
 JW1116.an estimated accuracy of +/- 6 seconds.
 JW1116
 JW1116.The orthometric height was determined by differential leveling
 JW1116.and adjusted by the National Geodetic Survey in June 1991..
 JW1116
 JW1116.The geoid height was determined by GEOID03.
 JW1116
 JW1116.The dynamic height is computed by dividing the NAVD 88
 JW1116.geopotential number by the normal gravity value computed on the
 JW1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1116.degrees latitude (g = 980.6199 gals.).
 JW1116
 JW1116.The modeled gravity was interpolated from observed gravity values.
 JW1116
 JW1116;                    North         East    Units  Estimated Accuracy
 JW1116;SPC WV N     -    91,150.      581,560.      MT  (+/- 180 meters Scaled)
 JW1116
 JW1116                          SUPERSEDED SURVEY CONTROL
 JW1116
 JW1116.No superseded survey control is available for this station.
 JW1116
 JW1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD108531(NAD 83)
 JW1116_MARKER: DD = SURVEY DISK
 JW1116_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1116_SP_SET: ABUTMENT
 JW1116_STAMPING: 53 JEA 1580 1957
 JW1116_MARK LOGO: USGS  
 JW1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1116
 JW1116  HISTORY     - Date     Condition        Report By
 JW1116  HISTORY     - 1957     MONUMENTED       USGS
 JW1116  HISTORY     - 1983     GOOD             NGS
 JW1116
 JW1116                          STATION DESCRIPTION
 JW1116
 JW1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1116'7.1 KM (4.4 MI) SW FROM ROWLESBURG.
 JW1116'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1116'ELEMENTARY SCHOOL IN ROWLESBURG, THENCE 2.3 KM (1.4 MI) WEST ALONG
 JW1116'U.S. HIGHWAY 50 TO THE MARK ON THE RIGHT, IN TOP OF THE NORTH END OF
 JW1116'THE EAST ABUTMENT OF THE HIGHWAY BRIDGE OVER PHEASANT RUN, 3.70 METERS
 JW1116'(12.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.0 METERS (6.5 FT)
 JW1116'WEST OF A HIGHWAY SIGN (TRUCK WEIGHT LIMIT 17 TONS).
 JW1116'THE MARK IS 1.37 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2934 ***********************************************************************
 JV2934  DESIGNATION -  532 USGS
 JV2934  PID         -  JV2934
 JV2934  STATE/COUNTY-  WV/BERKELEY
 JV2934  USGS QUAD   -  MARTINSBURG (1979)
 JV2934
 JV2934                         *CURRENT SURVEY CONTROL
 JV2934  ___________________________________________________________________
 JV2934* NAD 83(1986)-  39 25 58.     (N)    077 59 28.     (W)     SCALED    
 JV2934* NAVD 88     -       161.926  (meters)     531.25   (feet)  ADJUSTED  
 JV2934  ___________________________________________________________________
 JV2934  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JV2934  DYNAMIC HT  -         161.828 (meters)     530.93  (feet)  COMP
 JV2934  MODELED GRAV-     980,018.9   (mgal)                       NAVD 88
 JV2934
 JV2934  VERT ORDER  -  SECOND    CLASS 0
 JV2934
 JV2934.The horizontal coordinates were scaled from a topographic map and have
 JV2934.an estimated accuracy of +/- 6 seconds.
 JV2934
 JV2934.The orthometric height was determined by differential leveling
 JV2934.and adjusted by the National Geodetic Survey in June 1991..
 JV2934
 JV2934.The geoid height was determined by GEOID03.
 JV2934
 JV2934.The dynamic height is computed by dividing the NAVD 88
 JV2934.geopotential number by the normal gravity value computed on the
 JV2934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2934.degrees latitude (g = 980.6199 gals.).
 JV2934
 JV2934.The modeled gravity was interpolated from observed gravity values.
 JV2934
 JV2934;                    North         East    Units  Estimated Accuracy
 JV2934;SPC WV N     -   104,650.      729,900.      MT  (+/- 180 meters Scaled)
 JV2934
 JV2934                          SUPERSEDED SURVEY CONTROL
 JV2934
 JV2934  NGVD 29 (??/??/??)  162.090  (m)          531.79   (f) ADJUSTED    2 0
 JV2934
 JV2934.Superseded values are not recommended for survey control.
 JV2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2934.See file dsdata.txt to determine how the superseded data were derived.
 JV2934
 JV2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ425690(NAD 83)
 JV2934_MARKER: DD = SURVEY DISK
 JV2934_SETTING: 66 = SET IN ROCK OUTCROP
 JV2934_SP_SET: ROCK OUTCROP
 JV2934_STAMPING: 532
 JV2934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV2934+STABILITY: POSITION/ELEVATION WELL
 JV2934
 JV2934  HISTORY     - Date     Condition        Report By
 JV2934  HISTORY     - UNK      MONUMENTED       USGS
 JV2934  HISTORY     - 1965     GOOD             CGS
 JV2934  HISTORY     - 1977     GOOD             ALSTER
 JV2934  HISTORY     - 1983     GOOD             NGS
 JV2934
 JV2934                          STATION DESCRIPTION
 JV2934
 JV2934'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JV2934'2.2 MI SW FROM MARTINSBURG.
 JV2934'2.2 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV2934'STATION (NOW ABANDONED) AT MARTINSBURG, NEAR THE CROSSING OF A
 JV2934'ROAD, 11.3 FEET EAST OF THE EAST RAIL, 606 FEET SOUTH OF THE
 JV2934'CENTERLINE OF THE ROAD CROSSING AND IN THE TOP OF A ROCK OUTCROP
 JV2934'AND ONE FOOT ABOVE THE LEVEL OF THE TRACKS.
 JV2934
 JV2934                          STATION RECOVERY (1977)
 JV2934
 JV2934'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977
 JV2934'RECOVERED IN GOOD CONDITION.
 JV2934
 JV2934                          STATION RECOVERY (1983)
 JV2934
 JV2934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0985 ***********************************************************************
 HX0985  DESIGNATION -  54
 HX0985  PID         -  HX0985
 HX0985  STATE/COUNTY-  WV/WEBSTER
 HX0985  USGS QUAD   -  COWEN (1995)
 HX0985
 HX0985                         *CURRENT SURVEY CONTROL
 HX0985  ___________________________________________________________________
 HX0985* NAD 83(1986)-  38 24 36.     (N)    080 32 17.     (W)     SCALED    
 HX0985* NAVD 88     -       708.857  (meters)    2325.64   (feet)  ADJUSTED  
 HX0985  ___________________________________________________________________
 HX0985  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HX0985  DYNAMIC HT  -         708.317 (meters)    2323.87  (feet)  COMP
 HX0985  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 HX0985
 HX0985  VERT ORDER  -  SECOND    CLASS 0
 HX0985
 HX0985.The horizontal coordinates were scaled from a topographic map and have
 HX0985.an estimated accuracy of +/- 6 seconds.
 HX0985
 HX0985.The orthometric height was determined by differential leveling
 HX0985.and adjusted by the National Geodetic Survey in June 1991..
 HX0985
 HX0985.The geoid height was determined by GEOID03.
 HX0985
 HX0985.The dynamic height is computed by dividing the NAVD 88
 HX0985.geopotential number by the normal gravity value computed on the
 HX0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0985.degrees latitude (g = 980.6199 gals.).
 HX0985
 HX0985.The modeled gravity was interpolated from observed gravity values.
 HX0985
 HX0985;                    North         East    Units  Estimated Accuracy
 HX0985;SPC WV S     -   156,600.      640,340.      MT  (+/- 180 meters Scaled)
 HX0985
 HX0985                          SUPERSEDED SURVEY CONTROL
 HX0985
 HX0985  NGVD 29 (??/??/92)  708.988  (m)         2326.07   (f) ADJ UNCH    2 0
 HX0985
 HX0985.Superseded values are not recommended for survey control.
 HX0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0985.See file dsdata.txt to determine how the superseded data were derived.
 HX0985
 HX0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC403514(NAD 83)
 HX0985_MARKER: N = NAIL
 HX0985_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0985_SP_SET: TREE ROOT
 HX0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0985
 HX0985  HISTORY     - Date     Condition        Report By
 HX0985  HISTORY     - UNK      MONUMENTED       WVHD
 HX0985  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0985
 HX0985                          STATION DESCRIPTION
 HX0985
 HX0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0985'1 MI E FROM COWEN.
 HX0985'1.0 MILE EAST ALONG STATE HIGHWAY 20 (FORMERLY STATE HIGHWAY 15)
 HX0985'FROM COWEN, WEBSTER COUNTY, ABOUT 500 FEET NORTH OF THE WILLIE
 HX0985'HOLLISTER HOME, 15 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HX0985'IN THE ROOT OF A TREE, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1431 ***********************************************************************
 HW1431  DESIGNATION -  542
 HW1431  PID         -  HW1431
 HW1431  STATE/COUNTY-  WV/PENDLETON
 HW1431  USGS QUAD   -  FRANKLIN (1995)
 HW1431
 HW1431                         *CURRENT SURVEY CONTROL
 HW1431  ___________________________________________________________________
 HW1431* NAD 83(1986)-  38 44 24.     (N)    079 17 26.     (W)     SCALED    
 HW1431* NAVD 88     -       455.310  (meters)    1493.80   (feet)  ADJUSTED  
 HW1431  ___________________________________________________________________
 HW1431  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HW1431  DYNAMIC HT  -         454.985 (meters)    1492.73  (feet)  COMP
 HW1431  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 HW1431
 HW1431  VERT ORDER  -  SECOND    CLASS 0
 HW1431
 HW1431.The horizontal coordinates were scaled from a topographic map and have
 HW1431.an estimated accuracy of +/- 6 seconds.
 HW1431
 HW1431.The orthometric height was determined by differential leveling
 HW1431.and adjusted by the National Geodetic Survey in June 1991..
 HW1431
 HW1431.The geoid height was determined by GEOID03.
 HW1431
 HW1431.The dynamic height is computed by dividing the NAVD 88
 HW1431.geopotential number by the normal gravity value computed on the
 HW1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1431.degrees latitude (g = 980.6199 gals.).
 HW1431
 HW1431.The modeled gravity was interpolated from observed gravity values.
 HW1431
 HW1431;                    North         East    Units  Estimated Accuracy
 HW1431;SPC WV S     -   194,500.      748,610.      MT  (+/- 180 meters Scaled)
 HW1431
 HW1431                          SUPERSEDED SURVEY CONTROL
 HW1431
 HW1431  NGVD 29 (??/??/92)  455.434  (m)         1494.20   (f) ADJ UNCH    2 0
 HW1431
 HW1431.Superseded values are not recommended for survey control.
 HW1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1431.See file dsdata.txt to determine how the superseded data were derived.
 HW1431
 HW1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC485893(NAD 83)
 HW1431_MARKER: DD = SURVEY DISK
 HW1431_SETTING: 66 = SET IN ROCK OUTCROP
 HW1431_SP_SET: ROCK LEDGE
 HW1431_STAMPING: STATION 542
 HW1431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1431+STABILITY: POSITION/ELEVATION WELL
 HW1431
 HW1431  HISTORY     - Date     Condition        Report By
 HW1431  HISTORY     - UNK      MONUMENTED       DOD
 HW1431  HISTORY     - 1934     GOOD             NGS
 HW1431  HISTORY     - 1954     GOOD             USE
 HW1431
 HW1431                          STATION DESCRIPTION
 HW1431
 HW1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1431'2.1 MI N FROM RUDDLE.
 HW1431'2.1 MILES NORTH ALONG U.S. HIGHWAY 220 FROM RUDDLE, PENDLETON
 HW1431'COUNTY, 0.2 MILE NORTH OF THE ENTRANCE TO PAINTERS RIVER BEND
 HW1431'FARM, IN THE FACE OF A SLOPING ROCK LEDGE, 5 YARDS WEST OF THE
 HW1431'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A CORPS
 HW1431'OF ENGINEERS, U.S. ARMY.  STANDARD DISK, STAMPED STATION 542.
 HW1431
 HW1431                          STATION RECOVERY (1954)
 HW1431
 HW1431'RECOVERY NOTE BY US ENGINEERS 1954
 HW1431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0037 ***********************************************************************
 HY0037  DESIGNATION -  544 USGS
 HY0037  PID         -  HY0037
 HY0037  STATE/COUNTY-  WV/MASON
 HY0037  USGS QUAD   -  GLENWOOD (1990)
 HY0037
 HY0037                         *CURRENT SURVEY CONTROL
 HY0037  ___________________________________________________________________
 HY0037* NAD 83(1986)-  38 35 26.     (N)    082 11 12.     (W)     SCALED    
 HY0037* NAVD 88     -       165.760  (meters)     543.83   (feet)  ADJUSTED  
 HY0037  ___________________________________________________________________
 HY0037  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HY0037  DYNAMIC HT  -         165.652 (meters)     543.48  (feet)  COMP
 HY0037  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 HY0037
 HY0037  VERT ORDER  -  FIRST     CLASS II
 HY0037
 HY0037.The horizontal coordinates were scaled from a topographic map and have
 HY0037.an estimated accuracy of +/- 6 seconds.
 HY0037
 HY0037.The orthometric height was determined by differential leveling
 HY0037.and adjusted by the National Geodetic Survey in June 1991..
 HY0037
 HY0037.The geoid height was determined by GEOID03.
 HY0037
 HY0037.The dynamic height is computed by dividing the NAVD 88
 HY0037.geopotential number by the normal gravity value computed on the
 HY0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0037.degrees latitude (g = 980.6199 gals.).
 HY0037
 HY0037.The modeled gravity was interpolated from observed gravity values.
 HY0037
 HY0037;                    North         East    Units  Estimated Accuracy
 HY0037;SPC WV S     -   177,200.      496,620.      MT  (+/- 180 meters Scaled)
 HY0037
 HY0037                          SUPERSEDED SURVEY CONTROL
 HY0037
 HY0037  NGVD 29 (??/??/92)  165.949  (m)          544.45   (f) ADJ UNCH    1 2
 HY0037
 HY0037.Superseded values are not recommended for survey control.
 HY0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0037.See file dsdata.txt to determine how the superseded data were derived.
 HY0037
 HY0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC966720(NAD 83)
 HY0037_MARKER: DD = SURVEY DISK
 HY0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0037_SP_SET: CULVERT ABUTMENT
 HY0037_STAMPING: 544 ADJ 1903
 HY0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0037
 HY0037  HISTORY     - Date     Condition        Report By
 HY0037  HISTORY     - 1903     MONUMENTED       USGS
 HY0037  HISTORY     - 1956     SEE DESCRIPTION  NGS
 HY0037  HISTORY     - 1976     MARK NOT FOUND   NGS
 HY0037  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0037
 HY0037                          STATION DESCRIPTION
 HY0037
 HY0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0037'AT GLENWOOD.
 HY0037'AT GLENWOOD, ABOUT 0.1 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM
 HY0037'THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD, IN THE TOP OF THE
 HY0037'NORTHWEST END OF SOUTHWEST STONE ABUTMENT OF AN 8-FOOT BOX CULVERT
 HY0037'OVER GWYNNS RUN, 8 FEET NORTHWEST OF CENTER LINE OF ROAD, 100 FEET
 HY0037'SOUTHEAST OF CENTER OF A ROAD JUNCTION, 41 FEET EAST-NORTHEAST
 HY0037'OF POWER POLE NO. 8816/3, ABOUT 86 YARDS SOUTHWEST OF METHODIST
 HY0037'CHURCH AT GLENWOOD, AND ABOUT LEVEL WITH ROAD.  NOTE-- THE MARK
 HY0037'APPEARS TO BE IN GOOD CONDITION, HOWEVER, THE NEW ELEVATION FAILS
 HY0037'TO CHECK OLD ELEVATION AND IT APPEARS THAT THE MARK MAY HAVE BEEN
 HY0037'RESET.
 HY0037
 HY0037                          STATION RECOVERY (1976)
 HY0037
 HY0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0037'MARK NOT FOUND.
 HY0037
 HY0037                          STATION RECOVERY (1984)
 HY0037
 HY0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0037'NOT RECOVERED, THE CULVERT IS NOW A PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2288 ***********************************************************************
 HX2288  DESIGNATION -  547 A
 HX2288  PID         -  HX2288
 HX2288  STATE/COUNTY-  WV/PUTNAM
 HX2288  USGS QUAD   -  WINFIELD (1989)
 HX2288
 HX2288                         *CURRENT SURVEY CONTROL
 HX2288  ___________________________________________________________________
 HX2288* NAD 83(1986)-  38 34 31.     (N)    081 59 21.     (W)     SCALED    
 HX2288* NAVD 88     -       165.455  (meters)     542.83   (feet)  ADJUSTED  
 HX2288  ___________________________________________________________________
 HX2288  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HX2288  DYNAMIC HT  -         165.345 (meters)     542.47  (feet)  COMP
 HX2288  MODELED GRAV-     979,961.5   (mgal)                       NAVD 88
 HX2288
 HX2288  VERT ORDER  -  FIRST     CLASS II
 HX2288
 HX2288.The horizontal coordinates were scaled from a topographic map and have
 HX2288.an estimated accuracy of +/- 6 seconds.
 HX2288
 HX2288.The orthometric height was determined by differential leveling
 HX2288.and adjusted by the National Geodetic Survey in June 1991..
 HX2288
 HX2288.The geoid height was determined by GEOID03.
 HX2288
 HX2288.The dynamic height is computed by dividing the NAVD 88
 HX2288.geopotential number by the normal gravity value computed on the
 HX2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2288.degrees latitude (g = 980.6199 gals.).
 HX2288
 HX2288.The modeled gravity was interpolated from observed gravity values.
 HX2288
 HX2288;                    North         East    Units  Estimated Accuracy
 HX2288;SPC WV S     -   175,300.      513,810.      MT  (+/- 180 meters Scaled)
 HX2288
 HX2288                          SUPERSEDED SURVEY CONTROL
 HX2288
 HX2288  NGVD 29 (??/??/92)  165.659  (m)          543.50   (f) ADJ UNCH    1 2
 HX2288
 HX2288.Superseded values are not recommended for survey control.
 HX2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2288.See file dsdata.txt to determine how the superseded data were derived.
 HX2288
 HX2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC138701(NAD 83)
 HX2288_MARKER: DD = SURVEY DISK
 HX2288_SETTING: 0 = UNSPECIFIED SETTING
 HX2288_STAMPING: 547 A
 HX2288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2288+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 HX2288
 HX2288  HISTORY     - Date     Condition        Report By
 HX2288  HISTORY     - UNK      MONUMENTED       DOD
 HX2288  HISTORY     - 1935     GOOD             NGS
 HX2288  HISTORY     - 1976     GOOD             NGS
 HX2288  HISTORY     - 20021120 GOOD             INDIV
 HX2288
 HX2288                          STATION DESCRIPTION
 HX2288
 HX2288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2288'2.9 MI S FROM BUFFALO.
 HX2288'2.9 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM BUFFALO,
 HX2288'AT LOCK 9, 5 YARDS NORTHEAST OF THE HINGE OF THE EAST HALF OF THE
 HX2288'NORTH GATE, AND 5 FEET SOUTH OF THE NORTH END OF THE EAST WALL OF
 HX2288'THE LOCK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED
 HX2288'547 A.
 HX2288
 HX2288                          STATION RECOVERY (1976)
 HX2288
 HX2288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2288'RECOVERED IN GOOD CONDITION.
 HX2288
 HX2288                          STATION RECOVERY (2002)
 HX2288
 HX2288'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 HX2288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1943 ***********************************************************************
 HX1943  DESIGNATION -  566
 HX1943  PID         -  HX1943
 HX1943  STATE/COUNTY-  WV/CLAY
 HX1943  USGS QUAD   -  ELKHURST (1976)
 HX1943
 HX1943                         *CURRENT SURVEY CONTROL
 HX1943  ___________________________________________________________________
 HX1943* NAD 83(1986)-  38 29 42.     (N)    081 12 41.     (W)     SCALED    
 HX1943* NAVD 88     -       199.523  (meters)     654.60   (feet)  ADJUSTED  
 HX1943  ___________________________________________________________________
 HX1943  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HX1943  DYNAMIC HT  -         199.388 (meters)     654.16  (feet)  COMP
 HX1943  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 HX1943
 HX1943  VERT ORDER  -  SECOND    CLASS 0
 HX1943
 HX1943.The horizontal coordinates were scaled from a topographic map and have
 HX1943.an estimated accuracy of +/- 6 seconds.
 HX1943
 HX1943.The orthometric height was determined by differential leveling
 HX1943.and adjusted by the National Geodetic Survey in June 1991..
 HX1943
 HX1943.The geoid height was determined by GEOID03.
 HX1943
 HX1943.The dynamic height is computed by dividing the NAVD 88
 HX1943.geopotential number by the normal gravity value computed on the
 HX1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1943.degrees latitude (g = 980.6199 gals.).
 HX1943
 HX1943.The modeled gravity was interpolated from observed gravity values.
 HX1943
 HX1943;                    North         East    Units  Estimated Accuracy
 HX1943;SPC WV S     -   165,950.      581,560.      MT  (+/- 180 meters Scaled)
 HX1943
 HX1943                          SUPERSEDED SURVEY CONTROL
 HX1943
 HX1943  NGVD 29 (??/??/92)  199.708  (m)          655.21   (f) ADJ UNCH    2 0
 HX1943
 HX1943.Superseded values are not recommended for survey control.
 HX1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1943.See file dsdata.txt to determine how the superseded data were derived.
 HX1943
 HX1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC815607(NAD 83)
 HX1943_MARKER: Q = CHISELED SQUARE
 HX1943_SETTING: 66 = SET IN ROCK OUTCROP
 HX1943_SP_SET: SANDSTONE OUTCROP
 HX1943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1943+STABILITY: POSITION/ELEVATION WELL
 HX1943
 HX1943  HISTORY     - Date     Condition        Report By
 HX1943  HISTORY     - UNK      MONUMENTED       USGS
 HX1943  HISTORY     - 1934     GOOD             NGS
 HX1943
 HX1943                          STATION DESCRIPTION
 HX1943
 HX1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1943'AT CAMP.
 HX1943'AT CAMP, CLAY COUNTY, ON THE BALTIMORE AND OHIO RAILROAD, 0.3
 HX1943'MILE EAST OF THE POST OFFICE, ON A SHORT TANGENT NEARLY OPPOSITE
 HX1943'A FRAME DWELLING, IN THE TOP OF A SMALL SANDSTONE OUTCROP, IN A
 HX1943'DITCH LINE, 10 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 HX1943'LOWER THAN THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0457 ***********************************************************************
 HY0457  DESIGNATION -  566 USGS RESET 1939
 HY0457  PID         -  HY0457
 HY0457  STATE/COUNTY-  WV/CABELL
 HY0457  USGS QUAD   -  HUNTINGTON (1985)
 HY0457
 HY0457                         *CURRENT SURVEY CONTROL
 HY0457  ___________________________________________________________________
 HY0457* NAD 83(1986)-  38 25 12.     (N)    082 26 48.     (W)     SCALED    
 HY0457* NAVD 88     -       171.963  (meters)     564.18   (feet)  ADJUSTED  
 HY0457  ___________________________________________________________________
 HY0457  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HY0457  DYNAMIC HT  -         171.847 (meters)     563.80  (feet)  COMP
 HY0457  MODELED GRAV-     979,951.7   (mgal)                       NAVD 88
 HY0457
 HY0457  VERT ORDER  -  FIRST     CLASS II
 HY0457
 HY0457.The horizontal coordinates were scaled from a topographic map and have
 HY0457.an estimated accuracy of +/- 6 seconds.
 HY0457
 HY0457.The orthometric height was determined by differential leveling
 HY0457.and adjusted by the National Geodetic Survey in June 1991..
 HY0457
 HY0457.The geoid height was determined by GEOID03.
 HY0457
 HY0457.The dynamic height is computed by dividing the NAVD 88
 HY0457.geopotential number by the normal gravity value computed on the
 HY0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0457.degrees latitude (g = 980.6199 gals.).
 HY0457
 HY0457.The modeled gravity was interpolated from observed gravity values.
 HY0457
 HY0457;                    North         East    Units  Estimated Accuracy
 HY0457;SPC WV S     -   158,590.      473,680.      MT  (+/- 180 meters Scaled)
 HY0457
 HY0457                          SUPERSEDED SURVEY CONTROL
 HY0457
 HY0457.No superseded survey control is available for this station.
 HY0457
 HY0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC737534(NAD 83)
 HY0457_MARKER: DD = SURVEY DISK
 HY0457_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HY0457_STAMPING: RESET 1939
 HY0457_MARK LOGO: USGS  
 HY0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0457+STABILITY: POSITION/ELEVATION WELL
 HY0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0457+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 HY0457
 HY0457  HISTORY     - Date     Condition        Report By
 HY0457  HISTORY     - 1939     MONUMENTED       USGS
 HY0457  HISTORY     - 1956     GOOD             NGS
 HY0457  HISTORY     - 1958     GOOD             NGS
 HY0457  HISTORY     - 1984     GOOD             NGS
 HY0457  HISTORY     - 20040602 GOOD             USPSQD
 HY0457
 HY0457                          STATION DESCRIPTION
 HY0457
 HY0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0457'AT HUNTINGTON.
 HY0457'AT HUNTINGTON, SOUTHWEST OF THE INTERSECTION OF FOURTH AVENUE
 HY0457'AND EIGHTH STREET, SET VERTICALLY 3.2 FEET ABOVE GROUND IN THE
 HY0457'NORTH FACE OF STONE MASONRY CENTER PART OF COUNTY COURT HOUSE,
 HY0457'1/2 FOOT WEST OF NORTHEAST CORNER OF CENTER PART OF COURT
 HY0457'HOUSE, 26 1/2 FEET EAST OF CENTER OF NORTH ENTRANCE TO COURT
 HY0457'HOUSE AND 3.2 FEET ABOVE LEVEL OF CONCRETE WALK.
 HY0457
 HY0457                          STATION RECOVERY (1958)
 HY0457
 HY0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HY0457'RECOVERED IN GOOD CONDITION.
 HY0457
 HY0457                          STATION RECOVERY (1984)
 HY0457
 HY0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0457'RECOVERED IN GOOD CONDITION.
 HY0457
 HY0457                          STATION RECOVERY (2004)
 HY0457
 HY0457'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 HY0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2301 ***********************************************************************
 HX2301  DESIGNATION -  567
 HX2301  PID         -  HX2301
 HX2301  STATE/COUNTY-  WV/MASON
 HX2301  USGS QUAD   -  ROBERTSBURG (1987)
 HX2301
 HX2301                         *CURRENT SURVEY CONTROL
 HX2301  ___________________________________________________________________
 HX2301* NAD 83(1986)-  38 40 39.     (N)    081 56 55.     (W)     SCALED    
 HX2301* NAVD 88     -       172.645  (meters)     566.42   (feet)  ADJUSTED  
 HX2301  ___________________________________________________________________
 HX2301  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HX2301  DYNAMIC HT  -         172.532 (meters)     566.05  (feet)  COMP
 HX2301  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 HX2301
 HX2301  VERT ORDER  -  FIRST     CLASS II
 HX2301
 HX2301.The horizontal coordinates were scaled from a topographic map and have
 HX2301.an estimated accuracy of +/- 6 seconds.
 HX2301
 HX2301.The orthometric height was determined by differential leveling
 HX2301.and adjusted by the National Geodetic Survey in June 1991..
 HX2301
 HX2301.The geoid height was determined by GEOID03.
 HX2301
 HX2301.The dynamic height is computed by dividing the NAVD 88
 HX2301.geopotential number by the normal gravity value computed on the
 HX2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2301.degrees latitude (g = 980.6199 gals.).
 HX2301
 HX2301.The modeled gravity was interpolated from observed gravity values.
 HX2301
 HX2301;                    North         East    Units  Estimated Accuracy
 HX2301;SPC WV S     -   186,610.      517,460.      MT  (+/- 180 meters Scaled)
 HX2301
 HX2301                          SUPERSEDED SURVEY CONTROL
 HX2301
 HX2301  NGVD 29 (??/??/92)  172.849  (m)          567.09   (f) ADJ UNCH    1 2
 HX2301
 HX2301.Superseded values are not recommended for survey control.
 HX2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2301.See file dsdata.txt to determine how the superseded data were derived.
 HX2301
 HX2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC174814(NAD 83)
 HX2301_MARKER: DD = SURVEY DISK
 HX2301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2301_SP_SET: ABUTMENT
 HX2301_STAMPING: 567
 HX2301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2301
 HX2301  HISTORY     - Date     Condition        Report By
 HX2301  HISTORY     - UNK      MONUMENTED       USGS
 HX2301  HISTORY     - 1935     GOOD             NGS
 HX2301
 HX2301                          STATION DESCRIPTION
 HX2301
 HX2301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2301'2.6 MI S FROM ARBUCKLE.
 HX2301'2.6 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM ARBUCKLE,
 HX2301'AT A FORMER HIGHWAY BRIDGE OVER ARBUCKLE CREEK, IN THE TOP OF
 HX2301'THE EAST END OF THE NORTH MASONRY ABUTMENT, 75 YARDS EAST OF THE
 HX2301'TRACK, AND 25 YARDS SOUTH OF A GENERAL STORE.  A U.S. GEOLOGICAL
 HX2301'SURVEY STANDARD DISK, STAMPED 567.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0006 ***********************************************************************
 HY0006  DESIGNATION -  570 A USGS RESET 1956
 HY0006  PID         -  HY0006
 HY0006  STATE/COUNTY-  WV/MASON
 HY0006  USGS QUAD   -  GALLIPOLIS (1983)
 HY0006
 HY0006                         *CURRENT SURVEY CONTROL
 HY0006  ___________________________________________________________________
 HY0006* NAD 83(1986)-  38 50 22.     (N)    082 08 27.     (W)     SCALED    
 HY0006* NAVD 88     -       173.636  (meters)     569.67   (feet)  ADJUSTED  
 HY0006  ___________________________________________________________________
 HY0006  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HY0006  DYNAMIC HT  -         173.526 (meters)     569.31  (feet)  COMP
 HY0006  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 HY0006
 HY0006  VERT ORDER  -  FIRST     CLASS II
 HY0006
 HY0006.The horizontal coordinates were scaled from a topographic map and have
 HY0006.an estimated accuracy of +/- 6 seconds.
 HY0006
 HY0006.The orthometric height was determined by differential leveling
 HY0006.and adjusted by the National Geodetic Survey in June 1991..
 HY0006
 HY0006.The geoid height was determined by GEOID03.
 HY0006
 HY0006.The dynamic height is computed by dividing the NAVD 88
 HY0006.geopotential number by the normal gravity value computed on the
 HY0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0006.degrees latitude (g = 980.6199 gals.).
 HY0006
 HY0006.The modeled gravity was interpolated from observed gravity values.
 HY0006
 HY0006;                    North         East    Units  Estimated Accuracy
 HY0006;SPC WV S     -   204,770.      500,950.      MT  (+/- 180 meters Scaled)
 HY0006
 HY0006                          SUPERSEDED SURVEY CONTROL
 HY0006
 HY0006.No superseded survey control is available for this station.
 HY0006
 HY0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC009995(NAD 83)
 HY0006_MARKER: DD = SURVEY DISK
 HY0006_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HY0006+WITH SETTING: PAVEMENT
 HY0006_STAMPING: RESET A 1898
 HY0006_MARK LOGO: USGS  
 HY0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0006+STABILITY: SURFACE MOTION
 HY0006
 HY0006  HISTORY     - Date     Condition        Report By
 HY0006  HISTORY     - 1956     MONUMENTED       USGS
 HY0006  HISTORY     - 1956     GOOD             NGS
 HY0006  HISTORY     - 1958     GOOD             NGS
 HY0006  HISTORY     - 1984     GOOD             NGS
 HY0006
 HY0006                          STATION DESCRIPTION
 HY0006
 HY0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0006'AT POINT PLEASANT.
 HY0006'AT POINT PLEASANT, ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE
 HY0006'POST OFFICE, NEAR THE NORTH CORNER OF LAWN OF TU-ENDIE-WEI STATE
 HY0006'PARK, 152 FEET NORTH-NORTHWEST OF NORTH CORNER OF GRANITE BASE
 HY0006'OF REVOLUTIONARY WAR MONUMENT, 53 1/2 FEET EAST-SOUTHEAST OF CONCRETE
 HY0006'RETAINING WALL BETWEEN THE PARK AND OHIO RIVER, NEAR CONFLUENCE
 HY0006'OF OHIO AND KANAWAH RIVERS, SET VERTICALLY IN THE NORTH FACE OF
 HY0006'SANDSTONE MONUMENT TO CHIEF CORNSTALK AND 4 1/2 FEET ABOVE GROUND.
 HY0006
 HY0006                          STATION RECOVERY (1958)
 HY0006
 HY0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HY0006'RECOVERED IN GOOD CONDITION.
 HY0006
 HY0006                          STATION RECOVERY (1984)
 HY0006
 HY0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2313 ***********************************************************************
 HX2313  DESIGNATION -  572
 HX2313  PID         -  HX2313
 HX2313  STATE/COUNTY-  WV/MASON
 HX2313  USGS QUAD   -  MOUNT ALTO (1994)
 HX2313
 HX2313                         *CURRENT SURVEY CONTROL
 HX2313  ___________________________________________________________________
 HX2313* NAD 83(1986)-  38 46 37.     (N)    081 59 50.     (W)     SCALED    
 HX2313* NAVD 88     -       174.063  (meters)     571.07   (feet)  ADJUSTED  
 HX2313  ___________________________________________________________________
 HX2313  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 HX2313  DYNAMIC HT  -         173.950 (meters)     570.70  (feet)  COMP
 HX2313  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 HX2313
 HX2313  VERT ORDER  -  FIRST     CLASS II
 HX2313
 HX2313.The horizontal coordinates were scaled from a topographic map and have
 HX2313.an estimated accuracy of +/- 6 seconds.
 HX2313
 HX2313.The orthometric height was determined by differential leveling
 HX2313.and adjusted by the National Geodetic Survey in June 1991..
 HX2313
 HX2313.The geoid height was determined by GEOID03.
 HX2313
 HX2313.The dynamic height is computed by dividing the NAVD 88
 HX2313.geopotential number by the normal gravity value computed on the
 HX2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2313.degrees latitude (g = 980.6199 gals.).
 HX2313
 HX2313.The modeled gravity was interpolated from observed gravity values.
 HX2313
 HX2313;                    North         East    Units  Estimated Accuracy
 HX2313;SPC WV S     -   197,690.      513,350.      MT  (+/- 180 meters Scaled)
 HX2313
 HX2313                          SUPERSEDED SURVEY CONTROL
 HX2313
 HX2313  NGVD 29 (??/??/92)  174.259  (m)          571.71   (f) ADJ UNCH    1 2
 HX2313
 HX2313.Superseded values are not recommended for survey control.
 HX2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2313.See file dsdata.txt to determine how the superseded data were derived.
 HX2313
 HX2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC133924(NAD 83)
 HX2313_MARKER: DD = SURVEY DISK
 HX2313_SETTING: 66 = SET IN ROCK OUTCROP
 HX2313_SP_SET: ROCK OUTCROP
 HX2313_STAMPING: 572
 HX2313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2313+STABILITY: POSITION/ELEVATION WELL
 HX2313
 HX2313  HISTORY     - Date     Condition        Report By
 HX2313  HISTORY     - UNK      MONUMENTED       USGS
 HX2313  HISTORY     - 1935     GOOD             NGS
 HX2313
 HX2313                          STATION DESCRIPTION
 HX2313
 HX2313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2313'AT BEECH HILL.
 HX2313'AT BEECH HILL, 12 YARDS NORTH OF THE NEW YORK CENTRAL RAILROAD
 HX2313'STATION, 3 YARDS NORTH OF THE CENTERLINE OF THE TRACK, IN THE TOP
 HX2313'OF A ROCK OUTCROP, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A
 HX2313'U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 572.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2595 ***********************************************************************
 HX2595  DESIGNATION -  572 USE
 HX2595  PID         -  HX2595
 HX2595  STATE/COUNTY-  WV/PUTNAM
 HX2595  USGS QUAD   -  WINFIELD (1989)
 HX2595
 HX2595                         *CURRENT SURVEY CONTROL
 HX2595  ___________________________________________________________________
 HX2595* NAD 83(1986)-  38 37 09.     (N)    081 59 06.     (W)     SCALED    
 HX2595* NAVD 88     -       174.313  (meters)     571.89   (feet)  ADJUSTED  
 HX2595  ___________________________________________________________________
 HX2595  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HX2595  DYNAMIC HT  -         174.198 (meters)     571.51  (feet)  COMP
 HX2595  MODELED GRAV-     979,965.0   (mgal)                       NAVD 88
 HX2595
 HX2595  VERT ORDER  -  SECOND    CLASS 0
 HX2595
 HX2595.The horizontal coordinates were scaled from a topographic map and have
 HX2595.an estimated accuracy of +/- 6 seconds.
 HX2595
 HX2595.The orthometric height was determined by differential leveling
 HX2595.and adjusted by the National Geodetic Survey in June 1991..
 HX2595
 HX2595.The geoid height was determined by GEOID03.
 HX2595
 HX2595.The dynamic height is computed by dividing the NAVD 88
 HX2595.geopotential number by the normal gravity value computed on the
 HX2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2595.degrees latitude (g = 980.6199 gals.).
 HX2595
 HX2595.The modeled gravity was interpolated from observed gravity values.
 HX2595
 HX2595;                    North         East    Units  Estimated Accuracy
 HX2595;SPC WV S     -   180,170.      514,220.      MT  (+/- 180 meters Scaled)
 HX2595
 HX2595                          SUPERSEDED SURVEY CONTROL
 HX2595
 HX2595  NGVD 29 (??/??/92)  174.45   (m)          572.3    (f) COMPUTED    2 0
 HX2595
 HX2595.Superseded values are not recommended for survey control.
 HX2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2595.See file dsdata.txt to determine how the superseded data were derived.
 HX2595
 HX2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC142749(NAD 83)
 HX2595_MARKER: DD = SURVEY DISK
 HX2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2595_STAMPING: 572 572.634
 HX2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2595+STABILITY: SURFACE MOTION
 HX2595
 HX2595  HISTORY     - Date     Condition        Report By
 HX2595  HISTORY     - UNK      MONUMENTED       DOD
 HX2595  HISTORY     - 1956     GOOD             NGS
 HX2595
 HX2595                          STATION DESCRIPTION
 HX2595
 HX2595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2595'AT PLINY.
 HX2595'AT PLINY, ABOUT 0.15 MILE SOUTHEAST ALONG A ROAD LEADING TO OLD
 HX2595'FERRY LANDING FROM THE JUNCTION OF STATE HIGHWAY 17, ON LEFT
 HX2595'BANK OF KANAWAH RIVER, ACROSS RIVER FROM BUFFALO, 190 FEET
 HX2595'NORTHEAST OF CENTER LINE OF OLD FERRY LANDING ROAD, 142 FEET
 HX2595'EAST-NORTHEAST OF EAST CORNER OF SOUTHEAST WING OF A TWO-STORY
 HX2595'FRAME BUILDING, AT PART OF WHICH IS OCCUPIED BY POST OFFICE,
 HX2595'41 FEET SOUTHEAST OF EAST CORNER OF RESIDENCE OF MRS. MAGGIE LEE
 HX2595'JORDAN, 25 FEET EAST-NORTHEAST OF A 30-INCH WALNUT TREE, 20
 HX2595'FEET SOUTHEAST OF A 12-INCH WALNUT TREE WHICH IS IN A FENCE LINE,
 HX2595'14 1/2 FEET NORTHWEST OF A 6-INCH BLACK LOCUST TREE AND SET IN
 HX2595'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2615 ***********************************************************************
 HX2615  DESIGNATION -  572 USGS
 HX2615  PID         -  HX2615
 HX2615  STATE/COUNTY-  WV/JACKSON
 HX2615  USGS QUAD   -  RAVENSWOOD (1994)
 HX2615
 HX2615                         *CURRENT SURVEY CONTROL
 HX2615  ___________________________________________________________________
 HX2615* NAD 83(1986)-  38 52 57.     (N)    081 51 53.     (W)     SCALED    
 HX2615* NAVD 88     -       173.964  (meters)     570.75   (feet)  ADJUSTED  
 HX2615  ___________________________________________________________________
 HX2615  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HX2615  DYNAMIC HT  -         173.851 (meters)     570.38  (feet)  COMP
 HX2615  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 HX2615
 HX2615  VERT ORDER  -  FIRST     CLASS II
 HX2615
 HX2615.The horizontal coordinates were scaled from a topographic map and have
 HX2615.an estimated accuracy of +/- 6 seconds.
 HX2615
 HX2615.The orthometric height was determined by differential leveling
 HX2615.and adjusted by the National Geodetic Survey in June 1991..
 HX2615.WARNING-Repeat measurements at this control monument indicate possible
 HX2615.vertical movement.
 HX2615
 HX2615.The geoid height was determined by GEOID03.
 HX2615
 HX2615.The dynamic height is computed by dividing the NAVD 88
 HX2615.geopotential number by the normal gravity value computed on the
 HX2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2615.degrees latitude (g = 980.6199 gals.).
 HX2615
 HX2615.The modeled gravity was interpolated from observed gravity values.
 HX2615
 HX2615;                    North         East    Units  Estimated Accuracy
 HX2615;SPC WV S     -   209,300.      524,970.      MT  (+/- 180 meters Scaled)
 HX2615
 HX2615                          SUPERSEDED SURVEY CONTROL
 HX2615
 HX2615  NGVD 29 (??/??/92)  174.141  (m)          571.33   (f) ADJ UNCH    1 2
 HX2615
 HX2615.Superseded values are not recommended for survey control.
 HX2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2615.See file dsdata.txt to determine how the superseded data were derived.
 HX2615
 HX2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD249040(NAD 83)
 HX2615_MARKER: DD = SURVEY DISK
 HX2615_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HX2615_STAMPING: 572
 HX2615_MARK LOGO: USGS  
 HX2615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2615
 HX2615  HISTORY     - Date     Condition        Report By
 HX2615  HISTORY     - UNK      MONUMENTED       USGS
 HX2615  HISTORY     - 1956     GOOD             NGS
 HX2615  HISTORY     - 1976     GOOD             NGS
 HX2615  HISTORY     - 1984     GOOD             NGS
 HX2615
 HX2615                          STATION DESCRIPTION
 HX2615
 HX2615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2615'0.5 MI SW FROM MILLWOOD.
 HX2615'ABOUT 0.5 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2615'FROM THE STATION AT MILLWOOD, ABOUT 0.1 MILE NORTHEAST OF MILE
 HX2615'POST 140, IN THE TOP OF THE SOUTHEAST END OF NORTHEAST CONCRETE
 HX2615'PIER OF RAILROAD TRESTLE NO. 139.7 OVER LITTLE MILL CREEK, 7 FEET
 HX2615'SOUTHEAST OF SOUTHEAST RAIL, 2 1/2 FEET NORTHWEST OF SOUTHEAST
 HX2615'END OF PIER AND 10 FEET BELOW LEVEL OF TRACK.
 HX2615
 HX2615                          STATION RECOVERY (1976)
 HX2615
 HX2615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2615'RECOVERED IN GOOD CONDITION.
 HX2615
 HX2615                          STATION RECOVERY (1984)
 HX2615
 HX2615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2615'RECOVERED IN GOOD CONDITION, THE MARK IS INACCESSIBLE AT THIS TIME,
 HX2615'NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2696 ***********************************************************************
 HX2696  DESIGNATION -  579
 HX2696  PID         -  HX2696
 HX2696  STATE/COUNTY-  WV/JACKSON
 HX2696  USGS QUAD   -  SANDYVILLE (1988)
 HX2696
 HX2696                         *CURRENT SURVEY CONTROL
 HX2696  ___________________________________________________________________
 HX2696* NAD 83(1986)-  38 55 51.     (N)    081 43 42.     (W)     SCALED    
 HX2696* NAVD 88     -       176.312  (meters)     578.45   (feet)  ADJUSTED  
 HX2696  ___________________________________________________________________
 HX2696  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 HX2696  DYNAMIC HT  -         176.199 (meters)     578.08  (feet)  COMP
 HX2696  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 HX2696
 HX2696  VERT ORDER  -  SECOND    CLASS 0
 HX2696
 HX2696.The horizontal coordinates were scaled from a topographic map and have
 HX2696.an estimated accuracy of +/- 6 seconds.
 HX2696
 HX2696.The orthometric height was determined by differential leveling
 HX2696.and adjusted by the National Geodetic Survey in June 1991..
 HX2696
 HX2696.The geoid height was determined by GEOID03.
 HX2696
 HX2696.The dynamic height is computed by dividing the NAVD 88
 HX2696.geopotential number by the normal gravity value computed on the
 HX2696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2696.degrees latitude (g = 980.6199 gals.).
 HX2696
 HX2696.The modeled gravity was interpolated from observed gravity values.
 HX2696
 HX2696;                    North         East    Units  Estimated Accuracy
 HX2696;SPC WV S     -   214,560.      536,850.      MT  (+/- 180 meters Scaled)
 HX2696
 HX2696                          SUPERSEDED SURVEY CONTROL
 HX2696
 HX2696  NGVD 29 (??/??/92)  176.48   (m)          579.0    (f) COMPUTED    2 0
 HX2696
 HX2696.Superseded values are not recommended for survey control.
 HX2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2696.See file dsdata.txt to determine how the superseded data were derived.
 HX2696
 HX2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD368093(NAD 83)
 HX2696_MARKER: DD = SURVEY DISK
 HX2696_SETTING: 66 = SET IN ROCK OUTCROP
 HX2696_SP_SET: ROCK CUT
 HX2696_STAMPING: 579 ADJ 1903
 HX2696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2696+STABILITY: POSITION/ELEVATION WELL
 HX2696
 HX2696  HISTORY     - Date     Condition        Report By
 HX2696  HISTORY     - 1903     MONUMENTED       USGS
 HX2696  HISTORY     - 1956     GOOD             NGS
 HX2696  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX2696
 HX2696                          STATION DESCRIPTION
 HX2696
 HX2696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2696'2.1 MI SE FROM RAVENSWOOD.
 HX2696'ABOUT 2.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2696'FROM THE RAILROAD JUNCTION AT RAVENSWOOD, ABOUT 0.5 MILE NORTHWEST
 HX2696'OF SILVERTON, IN THE TOP OF LEDGE OF A ROCK CUT, 4.6 FEET
 HX2696'NORTHEAST OF NORTHEAST RAIL, 426 FEET NORTHWEST OF NORTH CORNER
 HX2696'OF RAILROAD TRESTLE NO. 4, 60 FEET SOUTHEAST OF NORTHWEST END OF
 HX2696'CUT, 35 FEET NORTH AND ACROSS TRACK FROM TELEPHONE POLE NO. 2+20,
 HX2696'AND ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK.
 HX2696
 HX2696                          STATION RECOVERY (1976)
 HX2696
 HX2696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2294 ***********************************************************************
 HX2294  DESIGNATION -  580
 HX2294  PID         -  HX2294
 HX2294  STATE/COUNTY-  WV/PUTNAM
 HX2294  USGS QUAD   -  WINFIELD (1989)
 HX2294
 HX2294                         *CURRENT SURVEY CONTROL
 HX2294  ___________________________________________________________________
 HX2294* NAD 83(1986)-  38 37 02.     (N)    081 58 50.     (W)     SCALED    
 HX2294* NAVD 88     -       176.593  (meters)     579.37   (feet)  ADJUSTED  
 HX2294  ___________________________________________________________________
 HX2294  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HX2294  DYNAMIC HT  -         176.476 (meters)     578.99  (feet)  COMP
 HX2294  MODELED GRAV-     979,964.8   (mgal)                       NAVD 88
 HX2294
 HX2294  VERT ORDER  -  FIRST     CLASS II
 HX2294
 HX2294.The horizontal coordinates were scaled from a topographic map and have
 HX2294.an estimated accuracy of +/- 6 seconds.
 HX2294
 HX2294.The orthometric height was determined by differential leveling
 HX2294.and adjusted by the National Geodetic Survey in June 1991..
 HX2294
 HX2294.The geoid height was determined by GEOID03.
 HX2294
 HX2294.The dynamic height is computed by dividing the NAVD 88
 HX2294.geopotential number by the normal gravity value computed on the
 HX2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2294.degrees latitude (g = 980.6199 gals.).
 HX2294
 HX2294.The modeled gravity was interpolated from observed gravity values.
 HX2294
 HX2294;                    North         East    Units  Estimated Accuracy
 HX2294;SPC WV S     -   179,950.      514,610.      MT  (+/- 180 meters Scaled)
 HX2294
 HX2294                          SUPERSEDED SURVEY CONTROL
 HX2294
 HX2294  NGVD 29 (??/??/92)  176.735  (m)          579.84   (f) ADJ UNCH    1 2
 HX2294
 HX2294.Superseded values are not recommended for survey control.
 HX2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2294.See file dsdata.txt to determine how the superseded data were derived.
 HX2294
 HX2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC146747(NAD 83)
 HX2294_MARKER: DD = SURVEY DISK
 HX2294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2294_SP_SET: DOOR SILL
 HX2294_STAMPING: 580
 HX2294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2294
 HX2294  HISTORY     - Date     Condition        Report By
 HX2294  HISTORY     - UNK      MONUMENTED       USGS
 HX2294  HISTORY     - 1956     GOOD             NGS
 HX2294  HISTORY     - 1976     GOOD             NGS
 HX2294
 HX2294                          STATION DESCRIPTION
 HX2294
 HX2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2294'AT BUFFALO.
 HX2294'AT BUFFALO, SET IN THE TOP OF NORTHEAST END OF STONE DOOR SILL
 HX2294'OF NORTHWEST ENTRANCE TO BUFFALO M.E. CHURCH, 151 FEET SOUTHEAST OF
 HX2294'CENTER LINE OF U.S. HIGHWAY 35, 1/2 FOOT SOUTHWEST OF NORTHEAST
 HX2294'END OF DOOR SILL AND 1 FOOT ABOVE GROUND.
 HX2294
 HX2294                          STATION RECOVERY (1976)
 HX2294
 HX2294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1114 ***********************************************************************
 JX1114  DESIGNATION -  581 USGS
 JX1114  PID         -  JX1114
 JX1114  STATE/COUNTY-  WV/JACKSON
 JX1114  USGS QUAD   -  PORTLAND (1994)
 JX1114
 JX1114                         *CURRENT SURVEY CONTROL
 JX1114  ___________________________________________________________________
 JX1114* NAD 83(1986)-  39 03 09.     (N)    081 47 52.     (W)     SCALED    
 JX1114* NAVD 88     -       176.856  (meters)     580.24   (feet)  ADJUSTED  
 JX1114  ___________________________________________________________________
 JX1114  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JX1114  DYNAMIC HT  -         176.742 (meters)     579.86  (feet)  COMP
 JX1114  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 JX1114
 JX1114  VERT ORDER  -  FIRST     CLASS II
 JX1114
 JX1114.The horizontal coordinates were scaled from a topographic map and have
 JX1114.an estimated accuracy of +/- 6 seconds.
 JX1114
 JX1114.The orthometric height was determined by differential leveling
 JX1114.and adjusted by the National Geodetic Survey in June 1991..
 JX1114.WARNING-Repeat measurements at this control monument indicate possible
 JX1114.vertical movement.
 JX1114
 JX1114.The geoid height was determined by GEOID03.
 JX1114
 JX1114.The dynamic height is computed by dividing the NAVD 88
 JX1114.geopotential number by the normal gravity value computed on the
 JX1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1114.degrees latitude (g = 980.6199 gals.).
 JX1114
 JX1114.The modeled gravity was interpolated from observed gravity values.
 JX1114
 JX1114;                    North         East    Units  Estimated Accuracy
 JX1114;SPC WV S     -   228,120.      530,940.      MT  (+/- 180 meters Scaled)
 JX1114
 JX1114                          SUPERSEDED SURVEY CONTROL
 JX1114
 JX1114  NGVD 29 (??/??/92)  177.040  (m)          580.84   (f) ADJ UNCH    1 2
 JX1114
 JX1114.Superseded values are not recommended for survey control.
 JX1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1114.See file dsdata.txt to determine how the superseded data were derived.
 JX1114
 JX1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD309229(NAD 83)
 JX1114_MARKER: DD = SURVEY DISK
 JX1114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1114_SP_SET: CULVERT
 JX1114_STAMPING: 581 ADJ 1903
 JX1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1114
 JX1114  HISTORY     - Date     Condition        Report By
 JX1114  HISTORY     - 1903     MONUMENTED       USGS
 JX1114  HISTORY     - 1943     GOOD             NGS
 JX1114  HISTORY     - 1976     GOOD             NGS
 JX1114  HISTORY     - 1984     MARK NOT FOUND   NGS
 JX1114
 JX1114                          STATION DESCRIPTION
 JX1114
 JX1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1114'0.8 MI NW FROM POLK.
 JX1114'ABOUT 3/4 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1114'FROM THE STATION AT POLK, JACKSON COUNTY, AT BREWSTER, ABOUT 2
 JX1114'POLES SOUTHEAST OF POLE 119+30, AT A 3- BY 5-FOOT STONE CULVERT,
 JX1114'IN THE MIDDLE OF THE SOUTHWEST FACE OF THE SOUTHWEST HEADWALL,
 JX1114'0.6 FOOT BELOW THE TOP OF THE HEADWALL, 29.5 FEET SOUTHWEST OF
 JX1114'THE CENTERLINE OF THE TRACK, AND ABOUT 10 FEET LOWER THAN THE
 JX1114'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JX1114'581 ADJ 1903 AND SET VERTICALLY.
 JX1114
 JX1114                          STATION RECOVERY (1976)
 JX1114
 JX1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1114'RECOVERED IN GOOD CONDITION.
 JX1114
 JX1114                          STATION RECOVERY (1984)
 JX1114
 JX1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1114'NOT RECOVERED, THE CULVERT WAS LOCATED BUT NO EVIDENCE OF THE DISK OR
 JX1114'DRILL HOLE COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2923 ***********************************************************************
 JV2923  DESIGNATION -  59 BORR
 JV2923  PID         -  JV2923
 JV2923  STATE/COUNTY-  WV/JEFFERSON
 JV2923  USGS QUAD   -  CHARLES TOWN (1988)
 JV2923
 JV2923                         *CURRENT SURVEY CONTROL
 JV2923  ___________________________________________________________________
 JV2923* NAD 83(1986)-  39 20 11.     (N)    077 46 25.     (W)     SCALED    
 JV2923* NAVD 88     -       107.963  (meters)     354.21   (feet)  ADJUSTED  
 JV2923  ___________________________________________________________________
 JV2923  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JV2923  DYNAMIC HT  -         107.899 (meters)     354.00  (feet)  COMP
 JV2923  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 JV2923
 JV2923  VERT ORDER  -  FIRST     CLASS II
 JV2923
 JV2923.The horizontal coordinates were scaled from a topographic map and have
 JV2923.an estimated accuracy of +/- 6 seconds.
 JV2923
 JV2923.The orthometric height was determined by differential leveling
 JV2923.and adjusted by the National Geodetic Survey in June 1991..
 JV2923
 JV2923.The geoid height was determined by GEOID03.
 JV2923
 JV2923.The dynamic height is computed by dividing the NAVD 88
 JV2923.geopotential number by the normal gravity value computed on the
 JV2923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2923.degrees latitude (g = 980.6199 gals.).
 JV2923
 JV2923.The modeled gravity was interpolated from observed gravity values.
 JV2923
 JV2923;                    North         East    Units  Estimated Accuracy
 JV2923;SPC WV N     -    94,280.      748,820.      MT  (+/- 180 meters Scaled)
 JV2923
 JV2923                          SUPERSEDED SURVEY CONTROL
 JV2923
 JV2923  NGVD 29 (??/??/??)  108.136  (m)          354.78   (f) ADJUSTED    1 2
 JV2923
 JV2923.Superseded values are not recommended for survey control.
 JV2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2923.See file dsdata.txt to determine how the superseded data were derived.
 JV2923
 JV2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ609577(NAD 83)
 JV2923_MARKER: B = BOLT
 JV2923_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV2923_SP_SET: LIMESTONE BLOCK
 JV2923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2923
 JV2923  HISTORY     - Date     Condition        Report By
 JV2923  HISTORY     - UNK      MONUMENTED       BORR
 JV2923  HISTORY     - 1929     GOOD             CGS
 JV2923  HISTORY     - 1934     GOOD             CGS
 JV2923  HISTORY     - 1974     MARK NOT FOUND   USGS
 JV2923  HISTORY     - 1983     MARK NOT FOUND   NGS
 JV2923
 JV2923                          STATION DESCRIPTION
 JV2923
 JV2923'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JV2923'2.5 MI W FROM HARPERS FERRY.
 JV2923'ABOUT 2.5 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JV2923'HARPERS FERRY, JEFFERSON COUNTY, ABOUT 0.7 MILE EAST OF ENGLE, AT
 JV2923'THE SOUTH END OF BRIDGE 45, IN THE MIDDLE OF THE COPING, 18
 JV2923'INCHES NORTH OF THE SOUTH EDGE OF THE STONE, 5 FEET SOUTH OF THE
 JV2923'SOUTH RAIL, AND ABOUT 2 FEET LOWER THAN THE RAIL.  THE TOP OF A
 JV2923'COPPER BOLT LEADED IN A LIMESTONE BLOCK.
 JV2923
 JV2923                          STATION RECOVERY (1934)
 JV2923
 JV2923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JV2923'RECOVERED IN GOOD CONDITION.
 JV2923
 JV2923                          STATION RECOVERY (1974)
 JV2923
 JV2923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JV2923'MARK NOT FOUND.
 JV2923
 JV2923                          STATION RECOVERY (1983)
 JV2923
 JV2923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2287 ***********************************************************************
 HX2287  DESIGNATION -  590
 HX2287  PID         -  HX2287
 HX2287  STATE/COUNTY-  WV/PUTNAM
 HX2287  USGS QUAD   -  WINFIELD (1989)
 HX2287
 HX2287                         *CURRENT SURVEY CONTROL
 HX2287  ___________________________________________________________________
 HX2287* NAD 83(1986)-  38 34 15.     (N)    081 58 59.     (W)     SCALED    
 HX2287* NAVD 88     -       179.719  (meters)     589.63   (feet)  ADJUSTED  
 HX2287  ___________________________________________________________________
 HX2287  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HX2287  DYNAMIC HT  -         179.600 (meters)     589.24  (feet)  COMP
 HX2287  MODELED GRAV-     979,961.6   (mgal)                       NAVD 88
 HX2287
 HX2287  VERT ORDER  -  FIRST     CLASS II
 HX2287
 HX2287.The horizontal coordinates were scaled from a topographic map and have
 HX2287.an estimated accuracy of +/- 6 seconds.
 HX2287
 HX2287.The orthometric height was determined by differential leveling
 HX2287.and adjusted by the National Geodetic Survey in June 1991..
 HX2287
 HX2287.The geoid height was determined by GEOID03.
 HX2287
 HX2287.The dynamic height is computed by dividing the NAVD 88
 HX2287.geopotential number by the normal gravity value computed on the
 HX2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2287.degrees latitude (g = 980.6199 gals.).
 HX2287
 HX2287.The modeled gravity was interpolated from observed gravity values.
 HX2287
 HX2287;                    North         East    Units  Estimated Accuracy
 HX2287;SPC WV S     -   174,800.      514,340.      MT  (+/- 180 meters Scaled)
 HX2287
 HX2287                          SUPERSEDED SURVEY CONTROL
 HX2287
 HX2287  NGVD 29 (??/??/92)  179.923  (m)          590.30   (f) ADJ UNCH    1 2
 HX2287
 HX2287.Superseded values are not recommended for survey control.
 HX2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2287.See file dsdata.txt to determine how the superseded data were derived.
 HX2287
 HX2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC143696(NAD 83)
 HX2287_MARKER: DD = SURVEY DISK
 HX2287_SETTING: 80 = SET IN A BOULDER
 HX2287_SP_SET: BOULDER
 HX2287_STAMPING: 590
 HX2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2287+STABILITY: SURFACE MOTION
 HX2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX2287+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2004
 HX2287
 HX2287  HISTORY     - Date     Condition        Report By
 HX2287  HISTORY     - UNK      MONUMENTED       USGS
 HX2287  HISTORY     - 1935     GOOD             NGS
 HX2287  HISTORY     - 1935     GOOD             NGS
 HX2287  HISTORY     - 1976     GOOD             NGS
 HX2287  HISTORY     - 20040814 GOOD             WVALS
 HX2287
 HX2287                          STATION DESCRIPTION
 HX2287
 HX2287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2287'3.4 MI S FROM BUFFALO.
 HX2287'3.4 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM BUFFALO,
 HX2287'30 YARDS NORTHEAST OF THE STATION AT WOODS, 10 YARDS NORTHEAST OF
 HX2287'THE CENTERLINE OF STATE HIGHWAY 25, AND IN THE TOP OF A LARGE
 HX2287'BOULDER.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 590.
 HX2287
 HX2287                          STATION RECOVERY (1935)
 HX2287
 HX2287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HX2287'RECOVERED IN GOOD CONDITION.
 HX2287
 HX2287                          STATION RECOVERY (1976)
 HX2287
 HX2287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2287'RECOVERED IN GOOD CONDITION.
 HX2287
 HX2287                          STATION RECOVERY (2004)
 HX2287
 HX2287'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2004 (EMM)
 HX2287'FROM THE INTERSECTION OF THE BUFFALO BRIDGE OVER THE KANAWHA RIVER AND
 HX2287'WV RT 62.
 HX2287'THEN SOUTH ALONG WV 62 .8 MILES TO THE MARK ON THE LEFT OPPOSITE A
 HX2287'DRIVEWAY AND RAIL CROSSING TO THE COMMUNITY OF WOODS STATION, AT THE
 HX2287'END OF A BLOCK RETAINING FOR A PRIVATE DRIVE TO A SINGLE STORY HOME
 HX2287'26' NE CENTERLINE OF WV RT. 62, 3'ABOVE LEVEL OF ROAD IN THE TOP OF A
 HX2287'LARGE BOULDER, 6' SOUTH OF AEP POLE 1069D505, 90.5 NE OF CENTERLINE OF
 HX2287'THE NORFOLK AND SOUTHERN RAIL LINE, 149' EAST OF MILEPOST 153 FOR THE
 HX2287'NS RAIL LINE, 58'SOUTHEAST OF A 18IN RCP CULVERT UNDER ROUTE 62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2701 ***********************************************************************
 HX2701  DESIGNATION -  591
 HX2701  PID         -  HX2701
 HX2701  STATE/COUNTY-  WV/JACKSON
 HX2701  USGS QUAD   -  SANDYVILLE (1988)
 HX2701
 HX2701                         *CURRENT SURVEY CONTROL
 HX2701  ___________________________________________________________________
 HX2701* NAD 83(1986)-  38 54 35.     (N)    081 41 26.     (W)     SCALED    
 HX2701* NAVD 88     -       179.896  (meters)     590.21   (feet)  ADJUSTED  
 HX2701  ___________________________________________________________________
 HX2701  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HX2701  DYNAMIC HT  -         179.780 (meters)     589.83  (feet)  COMP
 HX2701  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 HX2701
 HX2701  VERT ORDER  -  SECOND    CLASS 0
 HX2701
 HX2701.The horizontal coordinates were scaled from a topographic map and have
 HX2701.an estimated accuracy of +/- 6 seconds.
 HX2701
 HX2701.The orthometric height was determined by differential leveling
 HX2701.and adjusted by the National Geodetic Survey in June 1991..
 HX2701
 HX2701.The geoid height was determined by GEOID03.
 HX2701
 HX2701.The dynamic height is computed by dividing the NAVD 88
 HX2701.geopotential number by the normal gravity value computed on the
 HX2701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2701.degrees latitude (g = 980.6199 gals.).
 HX2701
 HX2701.The modeled gravity was interpolated from observed gravity values.
 HX2701
 HX2701;                    North         East    Units  Estimated Accuracy
 HX2701;SPC WV S     -   212,190.      540,100.      MT  (+/- 180 meters Scaled)
 HX2701
 HX2701                          SUPERSEDED SURVEY CONTROL
 HX2701
 HX2701  NGVD 29 (??/??/92)  180.06   (m)          590.7    (f) COMPUTED    2 0
 HX2701
 HX2701.Superseded values are not recommended for survey control.
 HX2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2701.See file dsdata.txt to determine how the superseded data were derived.
 HX2701
 HX2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD401069(NAD 83)
 HX2701_MARKER: DD = SURVEY DISK
 HX2701_SETTING: 80 = SET IN A BOULDER
 HX2701_SP_SET: BOULDER
 HX2701_STAMPING: 591 ADJ 1903
 HX2701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2701+STABILITY: SURFACE MOTION
 HX2701
 HX2701  HISTORY     - Date     Condition        Report By
 HX2701  HISTORY     - 1903     MONUMENTED       USGS
 HX2701  HISTORY     - 1956     MARK NOT FOUND   NGS
 HX2701
 HX2701                          STATION DESCRIPTION
 HX2701
 HX2701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2701'2.4 MI NW FROM SANDYVILLE.
 HX2701'2.4 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2701'THE STATION AT SANDYVILLE, JACKSON COUNTY, 0.5 MILE WEST OF THE
 HX2701'CROW SUMMIT STATION, 64 FEET NORTHWEST OF POLE 5+30, 48 FEET
 HX2701'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 56, 9 FEET NORTHEAST
 HX2701'OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A LARGE
 HX2701'TRIANGULAR STONE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HX2701'DISK, STAMPED 591 ADJ 1903.  NOTE-- A LARGE BOULDER WAS FOUND A
 HX2701'FEW FEET FROM DESCRIBED AREA, HOWEVER, THE BOULDER HAD RECENTLY
 HX2701'BEEN PUSHED OVER AND IT IS BELIEVED THAT THE DISK IS PRESENTLY
 HX2701'ON THE BOTTOM OF THIS BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2706 ***********************************************************************
 HX2706  DESIGNATION -  594
 HX2706  PID         -  HX2706
 HX2706  STATE/COUNTY-  WV/JACKSON
 HX2706  USGS QUAD   -  SANDYVILLE (1988)
 HX2706
 HX2706                         *CURRENT SURVEY CONTROL
 HX2706  ___________________________________________________________________
 HX2706* NAD 83(1986)-  38 53 55.     (N)    081 38 54.     (W)     SCALED    
 HX2706* NAVD 88     -       180.703  (meters)     592.86   (feet)  ADJUSTED  
 HX2706  ___________________________________________________________________
 HX2706  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HX2706  DYNAMIC HT  -         180.586 (meters)     592.47  (feet)  COMP
 HX2706  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 HX2706
 HX2706  VERT ORDER  -  SECOND    CLASS 0
 HX2706
 HX2706.The horizontal coordinates were scaled from a topographic map and have
 HX2706.an estimated accuracy of +/- 6 seconds.
 HX2706
 HX2706.The orthometric height was determined by differential leveling
 HX2706.and adjusted by the National Geodetic Survey in June 1991..
 HX2706
 HX2706.The geoid height was determined by GEOID03.
 HX2706
 HX2706.The dynamic height is computed by dividing the NAVD 88
 HX2706.geopotential number by the normal gravity value computed on the
 HX2706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2706.degrees latitude (g = 980.6199 gals.).
 HX2706
 HX2706.The modeled gravity was interpolated from observed gravity values.
 HX2706
 HX2706;                    North         East    Units  Estimated Accuracy
 HX2706;SPC WV S     -   210,930.      543,760.      MT  (+/- 180 meters Scaled)
 HX2706
 HX2706                          SUPERSEDED SURVEY CONTROL
 HX2706
 HX2706  NGVD 29 (??/??/92)  180.873  (m)          593.41   (f) ADJ UNCH    2 0
 HX2706
 HX2706.Superseded values are not recommended for survey control.
 HX2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2706.See file dsdata.txt to determine how the superseded data were derived.
 HX2706
 HX2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD437057(NAD 83)
 HX2706_MARKER: DD = SURVEY DISK
 HX2706_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2706_SP_SET: BRIDGE SEAT
 HX2706_STAMPING: 594 ADJ 1903
 HX2706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2706
 HX2706  HISTORY     - Date     Condition        Report By
 HX2706  HISTORY     - 1903     MONUMENTED       USGS
 HX2706  HISTORY     - 1956     GOOD             NGS
 HX2706  HISTORY     - 1976     GOOD             NGS
 HX2706
 HX2706                          STATION DESCRIPTION
 HX2706
 HX2706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2706'1 MI E FROM SANDYVILLE.
 HX2706'ABOUT 0.95 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2706'THE STATION AT SANDYVILLE, AT CROSSING OF A GRAVEL ROAD, AT A
 HX2706'ROAD BRIDGE OVER RIGHT FORK, IN THE TOP OF THE NORTHEAST END
 HX2706'OF BRIDGE SEAT OF NORTHWEST STONE ABUTMENT OF ROAD BRIDGE, 47
 HX2706'FEET SOUTHEAST OF SOUTHEAST RAIL, 8 FEET NORTHEAST OF CENTER
 HX2706'LINE OF ROAD, 1/2 FOOT SOUTHWEST OF NORTHEAST END OF BRIDGE SEAT,
 HX2706'1 3/4 FEET NORTHWEST OF SOUTHEAST FACE OF BRIDGE SEAT AND ABOUT
 HX2706'3 FEET BELOW LEVEL OF TRACK AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
 HX2706
 HX2706                          STATION RECOVERY (1976)
 HX2706
 HX2706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3646 ***********************************************************************
 HW3646  DESIGNATION -  6
 HW3646  PID         -  HW3646
 HW3646  STATE/COUNTY-  WV/POCAHONTAS
 HW3646  USGS QUAD   -  GREEN BANK (1995)
 HW3646
 HW3646                         *CURRENT SURVEY CONTROL
 HW3646  ___________________________________________________________________
 HW3646* NAD 83(1986)-  38 26 16.     (N)    079 50 13.     (W)     SCALED    
 HW3646* NAVD 88     -       818.913  (meters)    2686.72   (feet)  ADJUSTED  
 HW3646  ___________________________________________________________________
 HW3646  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HW3646  DYNAMIC HT  -         818.251 (meters)    2684.55  (feet)  COMP
 HW3646  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 HW3646
 HW3646  VERT ORDER  -  THIRD
 HW3646
 HW3646.The horizontal coordinates were scaled from a topographic map and have
 HW3646.an estimated accuracy of +/- 6 seconds.
 HW3646
 HW3646.The orthometric height was determined by differential leveling
 HW3646.and adjusted by the National Geodetic Survey in March 1994..
 HW3646
 HW3646.The geoid height was determined by GEOID03.
 HW3646
 HW3646.The dynamic height is computed by dividing the NAVD 88
 HW3646.geopotential number by the normal gravity value computed on the
 HW3646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3646.degrees latitude (g = 980.6199 gals.).
 HW3646
 HW3646.The modeled gravity was interpolated from observed gravity values.
 HW3646
 HW3646;                    North         East    Units  Estimated Accuracy
 HW3646;SPC WV S     -   160,220.      701,540.      MT  (+/- 180 meters Scaled)
 HW3646
 HW3646                          SUPERSEDED SURVEY CONTROL
 HW3646
 HW3646.No superseded survey control is available for this station.
 HW3646
 HW3646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC015550(NAD 83)
 HW3646_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HW3646_SETTING: 0 = UNSPECIFIED SETTING
 HW3646_STAMPING: 6
 HW3646_MARK LOGO: NONE  
 HW3646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HW3646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3646
 HW3646  HISTORY     - Date     Condition        Report By
 HW3646  HISTORY     - UNK      MONUMENTED       RBNF
 HW3646  HISTORY     - 19700826 GOOD             USAF
 HW3646
 HW3646                          STATION DESCRIPTION
 HW3646
 HW3646'DESCRIBED BY US AIR FORCE 1970
 HW3646'THE STATION IS LOCATED ON PROPERTY OWNED BY THE NATIONAL RADIO
 HW3646'ASTROMOMY OBSERVATORY, LOCATED ABOUT 1.3 MILES NORTH OF GREEN BANK,
 HW3646'1.0 MILE WEST OF ARBOVALE, AND 1.2 MILE NORTHWEST OF THE MAIN
 HW3646'ENTRANCE TO THE OBSERVATORY.  TO REACH THE STATION FROM THE MAIN
 HW3646'ENTRANCE TO THE OBSERVATORY, GO NORTHWEST ON PROJECT ROAD FOR 0.2
 HW3646'MILE TO A CROSS BARS GATE, PASS THROUGH THE GATE AND CONTINUE
 HW3646'NORTHWEST ON PROJECT ROAD FOR 1.0 MILE TO A PARKING LOT FOR THE 140
 HW3646'FOOT DIAMETER RADIO TELESCOPE ON THE LEFT, AND THE STATION AREA.  THE
 HW3646'STATION IS THE CENTER OF A STANDARD TRIBRACH SET IN THE TOP OF A
 HW3646'SQUARE CONCRETE MONOLITH WHICH PROJECTS ABOUT 4 FEET ABOVE THE
 HW3646'GROUND.  IT IS LOCATED ABOUT 755 FEET WEST OF STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2061 ***********************************************************************
 HX2061  DESIGNATION -  601
 HX2061  PID         -  HX2061
 HX2061  STATE/COUNTY-  WV/KANAWHA
 HX2061  USGS QUAD   -  CHARLESTON WEST (1976)
 HX2061
 HX2061                         *CURRENT SURVEY CONTROL
 HX2061  ___________________________________________________________________
 HX2061* NAD 83(1986)-  38 21 05.     (N)    081 37 35.     (W)     SCALED    
 HX2061* NAVD 88     -       183.108  (meters)     600.75   (feet)  ADJUSTED  
 HX2061  ___________________________________________________________________
 HX2061  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HX2061  DYNAMIC HT  -         182.980 (meters)     600.33  (feet)  COMP
 HX2061  MODELED GRAV-     979,929.2   (mgal)                       NAVD 88
 HX2061
 HX2061  VERT ORDER  -  FIRST     CLASS II
 HX2061
 HX2061.The horizontal coordinates were scaled from a topographic map and have
 HX2061.an estimated accuracy of +/- 6 seconds.
 HX2061
 HX2061.The orthometric height was determined by differential leveling
 HX2061.and adjusted by the National Geodetic Survey in June 1991..
 HX2061
 HX2061.The geoid height was determined by GEOID03.
 HX2061
 HX2061.The dynamic height is computed by dividing the NAVD 88
 HX2061.geopotential number by the normal gravity value computed on the
 HX2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2061.degrees latitude (g = 980.6199 gals.).
 HX2061
 HX2061.The modeled gravity was interpolated from observed gravity values.
 HX2061
 HX2061;                    North         East    Units  Estimated Accuracy
 HX2061;SPC WV S     -   150,170.      545,250.      MT  (+/- 180 meters Scaled)
 HX2061
 HX2061                          SUPERSEDED SURVEY CONTROL
 HX2061
 HX2061  NGVD 29 (??/??/92)  183.302  (m)          601.38   (f) ADJ UNCH    1 2
 HX2061
 HX2061.Superseded values are not recommended for survey control.
 HX2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2061.See file dsdata.txt to determine how the superseded data were derived.
 HX2061
 HX2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC452449(NAD 83)
 HX2061_MARKER: DD = SURVEY DISK
 HX2061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2061_SP_SET: FOUNDATION
 HX2061_STAMPING: 601
 HX2061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2061
 HX2061  HISTORY     - Date     Condition        Report By
 HX2061  HISTORY     - UNK      MONUMENTED       USGS
 HX2061  HISTORY     - 1959     GOOD             NGS
 HX2061
 HX2061                          STATION DESCRIPTION
 HX2061
 HX2061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX2061'AT CHARLESTON.
 HX2061'AT CHARLESTON, KANAWHA COUNTY, AT INTERSECTION OF BROAD STREET
 HX2061'AND THE NEW YORK CENTRAL RAILROAD, 49 FEET SOUTHEAST OF
 HX2061'SOUTHEAST CURB OF BROAD STREET, 66-1/2 FEET SOUTHWEST OF
 HX2061'SOUTHWEST RAIL OF SOUTHWEST TRACK, SET VERTICALLY IN THE NORTHWEST
 HX2061'FACE OF STONE MASONRY FOUNDATION OF 2-STORY NY. C. RR STATION
 HX2061'BUILDING, UNDER THE NORTHWEST BAY WINDOW, AND 2 FEET ABOVE
 HX2061'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0298 ***********************************************************************
 HY0298  DESIGNATION -  601
 HY0298  PID         -  HY0298
 HY0298  STATE/COUNTY-  WV/MASON
 HY0298  USGS QUAD   -  BEECH HILL (1975)
 HY0298
 HY0298                         *CURRENT SURVEY CONTROL
 HY0298  ___________________________________________________________________
 HY0298* NAD 83(1986)-  38 48 50.     (N)    082 04 30.     (W)     SCALED    
 HY0298* NAVD 88     -       171.214  (meters)     561.72   (feet)  ADJUSTED  
 HY0298  ___________________________________________________________________
 HY0298  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HY0298  DYNAMIC HT  -         171.104 (meters)     561.36  (feet)  COMP
 HY0298  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 HY0298
 HY0298  VERT ORDER  -  FIRST     CLASS II
 HY0298
 HY0298.The horizontal coordinates were scaled from a topographic map and have
 HY0298.an estimated accuracy of +/- 6 seconds.
 HY0298
 HY0298.The orthometric height was determined by differential leveling
 HY0298.and adjusted by the National Geodetic Survey in June 1991..
 HY0298
 HY0298.The geoid height was determined by GEOID03.
 HY0298
 HY0298.The dynamic height is computed by dividing the NAVD 88
 HY0298.geopotential number by the normal gravity value computed on the
 HY0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0298.degrees latitude (g = 980.6199 gals.).
 HY0298
 HY0298.The modeled gravity was interpolated from observed gravity values.
 HY0298
 HY0298;                    North         East    Units  Estimated Accuracy
 HY0298;SPC WV S     -   201,870.      506,640.      MT  (+/- 180 meters Scaled)
 HY0298
 HY0298                          SUPERSEDED SURVEY CONTROL
 HY0298
 HY0298  NGVD 29 (??/??/92)  171.41   (m)          562.4    (f) COMPUTED    1 2
 HY0298
 HY0298.Superseded values are not recommended for survey control.
 HY0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0298.See file dsdata.txt to determine how the superseded data were derived.
 HY0298
 HY0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC066966(NAD 83)
 HY0298_MARKER: DD = SURVEY DISK
 HY0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0298_STAMPING: 681
 HY0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0298+STABILITY: SURFACE MOTION
 HY0298
 HY0298  HISTORY     - Date     Condition        Report By
 HY0298  HISTORY     - UNK      MONUMENTED       DOD
 HY0298  HISTORY     - 1956     MARK NOT FOUND   NGS
 HY0298
 HY0298                          STATION DESCRIPTION
 HY0298
 HY0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0298'3.8 MI SE FROM POINT PLEASANT.
 HY0298'ABOUT 3-3/4 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HY0298'FROM POINT PLEASANT, MASON COUNTY, 8-1/2 RAILS FROM A ROAD
 HY0298'CROSSING, 2-1/2 RAILS WEST OF MILEPOST COR 73, 2-1/2 YARDS
 HY0298'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT ONE FOOT LOWER
 HY0298'THAN THE TRACK.  A CORPS OF ENGINEERS, U.S. ARM, STANDARD DISK,
 HY0298'STAMPED 681 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2062 ***********************************************************************
 HX2062  DESIGNATION -  602 C
 HX2062  PID         -  HX2062
 HX2062  STATE/COUNTY-  WV/KANAWHA
 HX2062  USGS QUAD   -  CHARLESTON WEST (1976)
 HX2062
 HX2062                         *CURRENT SURVEY CONTROL
 HX2062  ___________________________________________________________________
 HX2062* NAD 83(1986)-  38 21 01.     (N)    081 37 59.     (W)     SCALED    
 HX2062* NAVD 88     -       183.028  (meters)     600.48   (feet)  ADJUSTED  
 HX2062  ___________________________________________________________________
 HX2062  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HX2062  DYNAMIC HT  -         182.901 (meters)     600.07  (feet)  COMP
 HX2062  MODELED GRAV-     979,928.9   (mgal)                       NAVD 88
 HX2062
 HX2062  VERT ORDER  -  FIRST     CLASS II
 HX2062
 HX2062.The horizontal coordinates were scaled from a topographic map and have
 HX2062.an estimated accuracy of +/- 6 seconds.
 HX2062
 HX2062.The orthometric height was determined by differential leveling
 HX2062.and adjusted by the National Geodetic Survey in June 1991..
 HX2062
 HX2062.The geoid height was determined by GEOID03.
 HX2062
 HX2062.The dynamic height is computed by dividing the NAVD 88
 HX2062.geopotential number by the normal gravity value computed on the
 HX2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2062.degrees latitude (g = 980.6199 gals.).
 HX2062
 HX2062.The modeled gravity was interpolated from observed gravity values.
 HX2062
 HX2062;                    North         East    Units  Estimated Accuracy
 HX2062;SPC WV S     -   150,060.      544,670.      MT  (+/- 180 meters Scaled)
 HX2062
 HX2062                          SUPERSEDED SURVEY CONTROL
 HX2062
 HX2062  NGVD 29 (??/??/92)  183.222  (m)          601.12   (f) ADJ UNCH    1 2
 HX2062
 HX2062.Superseded values are not recommended for survey control.
 HX2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2062.See file dsdata.txt to determine how the superseded data were derived.
 HX2062
 HX2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC446448(NAD 83)
 HX2062_MARKER: DD = SURVEY DISK
 HX2062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2062_SP_SET: BUILDING
 HX2062_STAMPING: 602.00
 HX2062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2062
 HX2062  HISTORY     - Date     Condition        Report By
 HX2062  HISTORY     - UNK      MONUMENTED       USGS
 HX2062  HISTORY     - 1959     GOOD             NGS
 HX2062  HISTORY     - 20050915 MARK NOT FOUND   GEOCAC
 HX2062
 HX2062                          STATION DESCRIPTION
 HX2062
 HX2062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX2062'AT CHARLESTON.
 HX2062'AT CHARLESTON, AT THE JUNCTION OF LEE STREET EAST AND HALE STREET,
 HX2062'15 FEET EAST OF THE EAST CURB LINE OF HALE STREET, 46 FEET
 HX2062'SOUTH OF THE SOUTH CURB LINE OF LEE STREET EAST, SET ON THE SLOPE
 HX2062'OF THE BOTTOM STONE AT THE NORTHWEST CORNER OF THE KANAWHA
 HX2062'COUNTY PUBLIC LIBRARY, 1/2 FOOT EAST OF THE NORTHWEST CORNER OF
 HX2062'THE BOTTOM STONE, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 HX2062'GROUND.  NOTE-- THE DISK WAS SET AT SUCH AN ANGLE THE TAPE
 HX2062'COULD NOT BE HELD IN CENTER OF DISK.  THE TAPE WAS HELD IN THE
 HX2062'CENTER OF THE HORIZONTAL LINE FORMING ONE SIDE OF TRIANGLE
 HX2062'STAMPED IN CENTER OF DISK.
 HX2062
 HX2062                          STATION RECOVERY (2005)
 HX2062
 HX2062'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HX2062'THE LIBRARY HAS BEEN RAZED AND THIS IS NOW THE LOCATION OF THE
 HX2062'HUNTINGTON BANK. STATION IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2046 ***********************************************************************
 HX2046  DESIGNATION -  614
 HX2046  PID         -  HX2046
 HX2046  STATE/COUNTY-  WV/KANAWHA
 HX2046  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2046
 HX2046                         *CURRENT SURVEY CONTROL
 HX2046  ___________________________________________________________________
 HX2046* NAD 83(1986)-  38 16 09.     (N)    081 33 52.     (W)     SCALED    
 HX2046* NAVD 88     -       186.766  (meters)     612.75   (feet)  ADJUSTED  
 HX2046  ___________________________________________________________________
 HX2046  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HX2046  DYNAMIC HT  -         186.635 (meters)     612.32  (feet)  COMP
 HX2046  MODELED GRAV-     979,924.9   (mgal)                       NAVD 88
 HX2046
 HX2046  VERT ORDER  -  FIRST     CLASS II
 HX2046
 HX2046.The horizontal coordinates were scaled from a topographic map and have
 HX2046.an estimated accuracy of +/- 6 seconds.
 HX2046
 HX2046.The orthometric height was determined by differential leveling
 HX2046.and adjusted by the National Geodetic Survey in June 1991..
 HX2046
 HX2046.The geoid height was determined by GEOID03.
 HX2046
 HX2046.The dynamic height is computed by dividing the NAVD 88
 HX2046.geopotential number by the normal gravity value computed on the
 HX2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2046.degrees latitude (g = 980.6199 gals.).
 HX2046
 HX2046.The modeled gravity was interpolated from observed gravity values.
 HX2046
 HX2046;                    North         East    Units  Estimated Accuracy
 HX2046;SPC WV S     -   141,010.      550,610.      MT  (+/- 180 meters Scaled)
 HX2046
 HX2046                          SUPERSEDED SURVEY CONTROL
 HX2046
 HX2046  NGVD 29 (??/??/92)  186.962  (m)          613.39   (f) ADJ UNCH    1 2
 HX2046
 HX2046.Superseded values are not recommended for survey control.
 HX2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2046.See file dsdata.txt to determine how the superseded data were derived.
 HX2046
 HX2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC506358(NAD 83)
 HX2046_MARKER: DD = SURVEY DISK
 HX2046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2046_SP_SET: ABUTMENT
 HX2046_STAMPING: 614
 HX2046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2046+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 HX2046
 HX2046  HISTORY     - Date     Condition        Report By
 HX2046  HISTORY     - UNK      MONUMENTED       USGS
 HX2046  HISTORY     - 1959     GOOD             NGS
 HX2046  HISTORY     - 20050504 GOOD             TEI
 HX2046
 HX2046                          STATION DESCRIPTION
 HX2046
 HX2046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX2046'2.6 MI NW FROM BELLE.
 HX2046'ABOUT 2.65 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2046'FROM THE STATION AT BELLE, ABOUT 9 RAILS NORTH OF MILEPOST 134,
 HX2046'AT THE NORTH EDGE OF DUPONT CITY, 12 FEET WEST OF THE WEST RAIL,
 HX2046'34 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 21 AND 60, 48
 HX2046'FEET NORTH OF THE CENTER LINE OF BURNING SPRINGS ROAD, IN TOP OF THE
 HX2046'WEST END OF THE NORTH ABUTMENT (BRIDGE SEAT) TO A 18-FOOT BRIDGE
 HX2046'OVER SPRING BRANCH, 1 FOOT EAST OF THE WEST END OF THE
 HX2046'ABUTMENT, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
 HX2046
 HX2046                          STATION RECOVERY (2005)
 HX2046
 HX2046'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2005 (JTS)
 HX2046'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0979 ***********************************************************************
 JX0979  DESIGNATION -  615 RESET 1943
 JX0979  PID         -  JX0979
 JX0979  STATE/COUNTY-  WV/WOOD
 JX0979  USGS QUAD   -  KANAWHA (1989)
 JX0979
 JX0979                         *CURRENT SURVEY CONTROL
 JX0979  ___________________________________________________________________
 JX0979* NAD 83(1986)-  39 10 53.     (N)    081 26 20.     (W)     SCALED    
 JX0979* NAVD 88     -       186.629  (meters)     612.30   (feet)  ADJUSTED  
 JX0979  ___________________________________________________________________
 JX0979  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JX0979  DYNAMIC HT  -         186.512 (meters)     611.91  (feet)  COMP
 JX0979  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 JX0979
 JX0979  VERT ORDER  -  FIRST     CLASS II
 JX0979
 JX0979.The horizontal coordinates were scaled from a topographic map and have
 JX0979.an estimated accuracy of +/- 6 seconds.
 JX0979
 JX0979.The orthometric height was determined by differential leveling
 JX0979.and adjusted by the National Geodetic Survey in June 1991..
 JX0979
 JX0979.The geoid height was determined by GEOID03.
 JX0979
 JX0979.The dynamic height is computed by dividing the NAVD 88
 JX0979.geopotential number by the normal gravity value computed on the
 JX0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0979.degrees latitude (g = 980.6199 gals.).
 JX0979
 JX0979.The modeled gravity was interpolated from observed gravity values.
 JX0979
 JX0979;                    North         East    Units  Estimated Accuracy
 JX0979;SPC WV N     -    77,450.      432,490.      MT  (+/- 180 meters Scaled)
 JX0979
 JX0979                          SUPERSEDED SURVEY CONTROL
 JX0979
 JX0979  NGVD 29 (??/??/92)  186.812  (m)          612.90   (f) ADJ UNCH    1 2
 JX0979
 JX0979.Superseded values are not recommended for survey control.
 JX0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0979.See file dsdata.txt to determine how the superseded data were derived.
 JX0979
 JX0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD620369(NAD 83)
 JX0979_MARKER: DD = SURVEY DISK
 JX0979_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0979_SP_SET: PIER
 JX0979_STAMPING: RESET 1943
 JX0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0979
 JX0979  HISTORY     - Date     Condition        Report By
 JX0979  HISTORY     - 1943     MONUMENTED       CGS
 JX0979  HISTORY     - 1963     GOOD             NGS
 JX0979
 JX0979                          STATION DESCRIPTION
 JX0979
 JX0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0979'3.9 MI W FROM WALKER.
 JX0979'3.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0979'STATION AT WALKER, WOOD COUNTY, AT THE STATE HIGHWAY 47 OVERPASS,
 JX0979'IN THE TOP OF THE SOUTHWEST CORNER OF THE BASE OF THE NORTH
 JX0979'CONCRETE PIER, 10.5 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 JX0979'AND LEVEL WITH THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 JX0979'STANDARD DISK, STAMPED RESET 1943.
 JX0979
 JX0979                          STATION RECOVERY (1963)
 JX0979
 JX0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA3388 ***********************************************************************
 AA3388  DESIGNATION -  616 RESET
 AA3388  PID         -  AA3388
 AA3388  STATE/COUNTY-  WV/WOOD
 AA3388  USGS QUAD   -  PARKERSBURG (1994)
 AA3388
 AA3388                         *CURRENT SURVEY CONTROL
 AA3388  ___________________________________________________________________
 AA3388* NAD 83(1986)-  39 15 59.     (N)    081 33 44.     (W)     SCALED    
 AA3388* NAVD 88     -       188.52   (+/-2cm)     618.5    (feet)  VERTCON   
 AA3388  ___________________________________________________________________
 AA3388  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 AA3388
 AA3388  VERT ORDER  -  THIRD (See Below)
 AA3388
 AA3388.The horizontal coordinates were scaled from a topographic map and have
 AA3388.an estimated accuracy of +/- 6 seconds.
 AA3388
 AA3388.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3388.The vertical order pertains to the NGVD 29 superseded value.
 AA3388
 AA3388.Photographs are available for this station.
 AA3388
 AA3388.The geoid height was determined by GEOID03.
 AA3388
 AA3388;                    North         East    Units  Estimated Accuracy
 AA3388;SPC WV N     -    87,130.      422,050.      MT  (+/- 180 meters Scaled)
 AA3388
 AA3388                          SUPERSEDED SURVEY CONTROL
 AA3388
 AA3388  NGVD 29 (09/25/03)  188.71   (m)          619.1    (f) RESET       3  
 AA3388
 AA3388.Superseded values are not recommended for survey control.
 AA3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3388.See file dsdata.txt to determine how the superseded data were derived.
 AA3388
 AA3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD514464(NAD 83)
 AA3388_MARKER: DD = SURVEY DISK
 AA3388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA3388_SP_SET: BUILDING WALL
 AA3388_STAMPING: 616 USGS RESET 1963
 AA3388_MARK LOGO: USGS  
 AA3388_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3388
 AA3388  HISTORY     - Date     Condition        Report By
 AA3388  HISTORY     - 1963     MONUMENTED       LOCENG
 AA3388
 AA3388                          STATION DESCRIPTION
 AA3388
 AA3388'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (PEP)
 AA3388'IN PARKERSBURG, SET HORIZONTALLY ON THE FOURTH STREET WALL OF THE POST
 AA3388'OFFICE BUILDING 5.1 FEET (1.6 M) ABOVE THE GROUND, 3.1 FEET (0.9 M)
 AA3388'NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, 65.1 FEET (19.8 M)
 AA3388'NORTHWEST OF THE CENTERLINE OF JULIANA STREET AND 37.8 FEET (11.5 M)
 AA3388'NORTHEAST OF THE CENTERLINE OF FOURTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1907 ***********************************************************************
 HX1907  DESIGNATION -  618
 HX1907  PID         -  HX1907
 HX1907  STATE/COUNTY-  WV/KANAWHA
 HX1907  USGS QUAD   -  CEDAR GROVE (1976)
 HX1907
 HX1907                         *CURRENT SURVEY CONTROL
 HX1907  ___________________________________________________________________
 HX1907* NAD 83(1986)-  38 12 38.     (N)    081 27 50.     (W)     SCALED    
 HX1907* NAVD 88     -       188.097  (meters)     617.11   (feet)  ADJUSTED  
 HX1907  ___________________________________________________________________
 HX1907  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HX1907  DYNAMIC HT  -         187.965 (meters)     616.68  (feet)  COMP
 HX1907  MODELED GRAV-     979,924.0   (mgal)                       NAVD 88
 HX1907
 HX1907  VERT ORDER  -  FIRST     CLASS II
 HX1907
 HX1907.The horizontal coordinates were scaled from a topographic map and have
 HX1907.an estimated accuracy of +/- 6 seconds.
 HX1907
 HX1907.The orthometric height was determined by differential leveling
 HX1907.and adjusted by the National Geodetic Survey in June 1991..
 HX1907
 HX1907.The geoid height was determined by GEOID03.
 HX1907
 HX1907.The dynamic height is computed by dividing the NAVD 88
 HX1907.geopotential number by the normal gravity value computed on the
 HX1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1907.degrees latitude (g = 980.6199 gals.).
 HX1907
 HX1907.The modeled gravity was interpolated from observed gravity values.
 HX1907
 HX1907;                    North         East    Units  Estimated Accuracy
 HX1907;SPC WV S     -   134,460.      559,380.      MT  (+/- 180 meters Scaled)
 HX1907
 HX1907                          SUPERSEDED SURVEY CONTROL
 HX1907
 HX1907  NGVD 29 (??/??/92)  188.291  (m)          617.75   (f) ADJ UNCH    1 2
 HX1907
 HX1907.Superseded values are not recommended for survey control.
 HX1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1907.See file dsdata.txt to determine how the superseded data were derived.
 HX1907
 HX1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC593292(NAD 83)
 HX1907_MARKER: DD = SURVEY DISK
 HX1907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1907_SP_SET: ABUTMENT
 HX1907_STAMPING: 618
 HX1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1907
 HX1907  HISTORY     - Date     Condition        Report By
 HX1907  HISTORY     - UNK      MONUMENTED       USGS
 HX1907  HISTORY     - 1959     GOOD             NGS
 HX1907
 HX1907                          STATION DESCRIPTION
 HX1907
 HX1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX1907'2 MI W FROM CEDAR GROVE.
 HX1907'ABOUT 2.0 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX1907'THE STATION AT CEDAR GROVE, 0.3 MILE NORTHEAST OF MILEPOST 142,
 HX1907'10 FEET NORTHWEST OF THE NORTHWEST RAIL, IN TOP OF THE NORTHWEST
 HX1907'END OF THE NORTHEAST ROCK ABUTMENT (BRIDGE SEAT) TO A 20-FOOT
 HX1907'BRIDGE OVER WATSON BRANCH, 1 FOOT SOUTHEAST OF THE NORTHWEST
 HX1907'END OF THE TOP STEP OF THE ABUTMENT, AND ABOUT 4 FEET BELOW
 HX1907'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1914 ***********************************************************************
 HX1914  DESIGNATION -  618
 HX1914  PID         -  HX1914
 HX1914  STATE/COUNTY-  WV/KANAWHA
 HX1914  USGS QUAD   -  BLUE CREEK (1995)
 HX1914
 HX1914                         *CURRENT SURVEY CONTROL
 HX1914  ___________________________________________________________________
 HX1914* NAD 83(1986)-  38 28 24.     (N)    081 22 39.     (W)     SCALED    
 HX1914* NAVD 88     -       189.007  (meters)     620.10   (feet)  ADJUSTED  
 HX1914  ___________________________________________________________________
 HX1914  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HX1914  DYNAMIC HT  -         188.877 (meters)     619.67  (feet)  COMP
 HX1914  MODELED GRAV-     979,934.4   (mgal)                       NAVD 88
 HX1914
 HX1914  VERT ORDER  -  SECOND    CLASS 0
 HX1914
 HX1914.The horizontal coordinates were scaled from a topographic map and have
 HX1914.an estimated accuracy of +/- 6 seconds.
 HX1914
 HX1914.The orthometric height was determined by differential leveling
 HX1914.and adjusted by the National Geodetic Survey in June 1991..
 HX1914
 HX1914.The geoid height was determined by GEOID03.
 HX1914
 HX1914.The dynamic height is computed by dividing the NAVD 88
 HX1914.geopotential number by the normal gravity value computed on the
 HX1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1914.degrees latitude (g = 980.6199 gals.).
 HX1914
 HX1914.The modeled gravity was interpolated from observed gravity values.
 HX1914
 HX1914;                    North         East    Units  Estimated Accuracy
 HX1914;SPC WV S     -   163,590.      567,060.      MT  (+/- 180 meters Scaled)
 HX1914
 HX1914                          SUPERSEDED SURVEY CONTROL
 HX1914
 HX1914  NGVD 29 (??/??/92)  189.190  (m)          620.70   (f) ADJ UNCH    2 0
 HX1914
 HX1914.Superseded values are not recommended for survey control.
 HX1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1914.See file dsdata.txt to determine how the superseded data were derived.
 HX1914
 HX1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC670584(NAD 83)
 HX1914_MARKER: DD = SURVEY DISK
 HX1914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1914_SP_SET: VIADUCT CAPSTONE
 HX1914_STAMPING: 618
 HX1914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX1914+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 HX1914
 HX1914  HISTORY     - Date     Condition        Report By
 HX1914  HISTORY     - UNK      MONUMENTED       USGS
 HX1914  HISTORY     - 1933     GOOD             NGS
 HX1914  HISTORY     - 20041214 GOOD             INDIV
 HX1914
 HX1914                          STATION DESCRIPTION
 HX1914
 HX1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX1914'2 MI SW FROM CLENDENNIN.
 HX1914'ABOUT 2.0 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1914'FROM THE STATION AT CLENDENNIN, KANAWHA COUNTY, ABOUT 0.3 MILE
 HX1914'WEST OF REAMER, SOUTH OF THE COAL AND COKE RAILWAY TRACK, AT A
 HX1914'VIADUCT OVER LEATHERWOOD CREEK, AND IN THE TOP OF THE CAPSTONE.
 HX1914'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 618.
 HX1914
 HX1914                          STATION RECOVERY (2004)
 HX1914
 HX1914'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX1914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2924 ***********************************************************************
 JV2924  DESIGNATION -  62 BORR
 JV2924  PID         -  JV2924
 JV2924  STATE/COUNTY-  WV/JEFFERSON
 JV2924  USGS QUAD   -  CHARLES TOWN (1988)
 JV2924
 JV2924                         *CURRENT SURVEY CONTROL
 JV2924  ___________________________________________________________________
 JV2924* NAD 83(1986)-  39 21 40.     (N)    077 48 35.     (W)     SCALED    
 JV2924* NAVD 88     -       134.23   (+/-2cm)     440.4    (feet)  VERTCON   
 JV2924  ___________________________________________________________________
 JV2924  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JV2924
 JV2924  VERT ORDER  -  ? (See Below)
 JV2924
 JV2924.The horizontal coordinates were scaled from a topographic map and have
 JV2924.an estimated accuracy of +/- 6 seconds.
 JV2924
 JV2924.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV2924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV2924.The vertical order pertains to the NGVD 29 superseded value.
 JV2924
 JV2924.The geoid height was determined by GEOID03.
 JV2924
 JV2924;                    North         East    Units  Estimated Accuracy
 JV2924;SPC WV N     -    96,970.      745,660.      MT  (+/- 180 meters Scaled)
 JV2924
 JV2924                          SUPERSEDED SURVEY CONTROL
 JV2924
 JV2924  NGVD 29 (??/??/??)  134.407  (m)          440.97   (f) ADJUSTED    ?  
 JV2924
 JV2924.Superseded values are not recommended for survey control.
 JV2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2924.See file dsdata.txt to determine how the superseded data were derived.
 JV2924
 JV2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ579606(NAD 83)
 JV2924_MARKER: B = BOLT
 JV2924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV2924_SP_SET: CULVERT WALL
 JV2924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2924
 JV2924  HISTORY     - Date     Condition        Report By
 JV2924  HISTORY     - UNK      MONUMENTED       BORR
 JV2924  HISTORY     - 1934     GOOD             CGS
 JV2924  HISTORY     - 1974     MARK NOT FOUND   USGS
 JV2924  HISTORY     - 1983     MARK NOT FOUND   NGS
 JV2924
 JV2924                          STATION DESCRIPTION
 JV2924
 JV2924'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JV2924'1 MI E FROM DUFFIELDS.
 JV2924'ABOUT 1 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JV2924'DUFFIELDS, JEFFERSON COUNTY, AT CULVERT 45 G, AND IN THE SOUTH
 JV2924'END OF THE EAST WALL.  THE TOP OF A COPPER BOLT.
 JV2924
 JV2924                          STATION RECOVERY (1974)
 JV2924
 JV2924'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JV2924'MARK NOT FOUND.
 JV2924
 JV2924                          STATION RECOVERY (1983)
 JV2924
 JV2924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1385 ***********************************************************************
 JX1385  DESIGNATION -  62 USE
 JX1385  PID         -  JX1385
 JX1385  STATE/COUNTY-  WV/MASON
 JX1385  USGS QUAD   -  CHESTER (1994)
 JX1385
 JX1385                         *CURRENT SURVEY CONTROL
 JX1385  ___________________________________________________________________
 JX1385* NAD 83(1986)-  39 00 31.     (N)    081 59 32.     (W)     SCALED    
 JX1385* NAVD 88     -       175.155  (meters)     574.65   (feet)  ADJUSTED  
 JX1385  ___________________________________________________________________
 JX1385  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JX1385  DYNAMIC HT  -         175.045 (meters)     574.29  (feet)  COMP
 JX1385  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 JX1385
 JX1385  VERT ORDER  -  FIRST     CLASS II
 JX1385
 JX1385.The horizontal coordinates were scaled from a topographic map and have
 JX1385.an estimated accuracy of +/- 6 seconds.
 JX1385
 JX1385.The orthometric height was determined by differential leveling
 JX1385.and adjusted by the National Geodetic Survey in June 1991..
 JX1385
 JX1385.The geoid height was determined by GEOID03.
 JX1385
 JX1385.The dynamic height is computed by dividing the NAVD 88
 JX1385.geopotential number by the normal gravity value computed on the
 JX1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1385.degrees latitude (g = 980.6199 gals.).
 JX1385
 JX1385.The modeled gravity was interpolated from observed gravity values.
 JX1385
 JX1385;                    North         East    Units  Estimated Accuracy
 JX1385;SPC WV S     -   223,410.      514,060.      MT  (+/- 180 meters Scaled)
 JX1385
 JX1385                          SUPERSEDED SURVEY CONTROL
 JX1385
 JX1385  NGVD 29 (??/??/92)  175.355  (m)          575.31   (f) ADJ UNCH    1 2
 JX1385
 JX1385.Superseded values are not recommended for survey control.
 JX1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1385.See file dsdata.txt to determine how the superseded data were derived.
 JX1385
 JX1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD140182(NAD 83)
 JX1385_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JX1385_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JX1385_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JX1385_STAMPING: 62
 JX1385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1385
 JX1385  HISTORY     - Date     Condition        Report By
 JX1385  HISTORY     - UNK      MONUMENTED       DOD
 JX1385  HISTORY     - 1943     GOOD             NGS
 JX1385  HISTORY     - 1984     MARK NOT FOUND   NGS
 JX1385
 JX1385                          STATION DESCRIPTION
 JX1385
 JX1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1385'AT HARTFORD.
 JX1385'AT HARTFORD, MASON COUNTY, 5-1/2 POLES NORTHWEST OF THE BALTIMORE
 JX1385'AND OHIO RAILROAD STATION, AT THE CALIFORNIA STREET CROSSING,
 JX1385'28 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 25 FEET
 JX1385'SOUTHEAST OF THE CENTERLINE OF THE STREET, 6.3 FEET SOUTHEAST
 JX1385'OF THE WEST CORNER OF THE PRIVATE GARAGE OF JENNIE STONE, 1.9
 JX1385'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, LEVEL WITH
 JX1385'THE TRACK, AND 0.8 FOOT UNDERGROUND.  A CORPS OF ENGINEERS,
 JX1385'U.S. ARMY, STANDARD CAP, STAMPED 62 AND BOLTED ON THE TOP OF A
 JX1385'4-INCH IRON PIPE.
 JX1385
 JX1385                          STATION RECOVERY (1984)
 JX1385
 JX1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1385'NOT RECOVERED, NO SIGNS OF THE MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0972 ***********************************************************************
 JX0972  DESIGNATION -  626
 JX0972  PID         -  JX0972
 JX0972  STATE/COUNTY-  WV/WOOD
 JX0972  USGS QUAD   -  KANAWHA (1989)
 JX0972
 JX0972                         *CURRENT SURVEY CONTROL
 JX0972  ___________________________________________________________________
 JX0972* NAD 83(1986)-  39 10 12.     (N)    081 23 35.     (W)     SCALED    
 JX0972* NAVD 88     -       190.786  (meters)     625.94   (feet)  ADJUSTED  
 JX0972  ___________________________________________________________________
 JX0972  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JX0972  DYNAMIC HT  -         190.666 (meters)     625.54  (feet)  COMP
 JX0972  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 JX0972
 JX0972  VERT ORDER  -  FIRST     CLASS II
 JX0972
 JX0972.The horizontal coordinates were scaled from a topographic map and have
 JX0972.an estimated accuracy of +/- 6 seconds.
 JX0972
 JX0972.The orthometric height was determined by differential leveling
 JX0972.and adjusted by the National Geodetic Survey in June 1991..
 JX0972
 JX0972.The geoid height was determined by GEOID03.
 JX0972
 JX0972.The dynamic height is computed by dividing the NAVD 88
 JX0972.geopotential number by the normal gravity value computed on the
 JX0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0972.degrees latitude (g = 980.6199 gals.).
 JX0972
 JX0972.The modeled gravity was interpolated from observed gravity values.
 JX0972
 JX0972;                    North         East    Units  Estimated Accuracy
 JX0972;SPC WV N     -    76,110.      436,420.      MT  (+/- 180 meters Scaled)
 JX0972
 JX0972                          SUPERSEDED SURVEY CONTROL
 JX0972
 JX0972  NGVD 29 (??/??/92)  190.97   (m)          626.5    (f) COMPUTED    1 2
 JX0972
 JX0972.Superseded values are not recommended for survey control.
 JX0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0972.See file dsdata.txt to determine how the superseded data were derived.
 JX0972
 JX0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD660357(NAD 83)
 JX0972_MARKER: DD = SURVEY DISK
 JX0972_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0972_SP_SET: BRIDGE
 JX0972_STAMPING: 626
 JX0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0972
 JX0972  HISTORY     - Date     Condition        Report By
 JX0972  HISTORY     - UNK      MONUMENTED       USGS
 JX0972  HISTORY     - 1943     GOOD             NGS
 JX0972
 JX0972                          STATION DESCRIPTION
 JX0972
 JX0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0972'0.7 MI W FROM WALKER.
 JX0972'BENCH MARK IS ABOUT 0.7 MILE WESTERLY ALONG THE BALTIMORE AND
 JX0972'OHIO RAILROAD FROM THE STATION AT WALKER, 6.5 FEET EAST OF AND
 JX0972'ABOUT 1.5 FEET BELOW THE CENTERLINE OF THE TRACKS AND SET HORIZONTALLY
 JX0972'IN THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE NO. 48.
 JX0972'NOTE-- TRACK IS N-S AT BRIDGE S. TOWARD PARKERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2710 ***********************************************************************
 HX2710  DESIGNATION -  626
 HX2710  PID         -  HX2710
 HX2710  STATE/COUNTY-  WV/JACKSON
 HX2710  USGS QUAD   -  LIVERPOOL (1975)
 HX2710
 HX2710                         *CURRENT SURVEY CONTROL
 HX2710  ___________________________________________________________________
 HX2710* NAD 83(1986)-  38 53 53.     (N)    081 35 57.     (W)     SCALED    
 HX2710* NAVD 88     -       190.584  (meters)     625.27   (feet)  ADJUSTED  
 HX2710  ___________________________________________________________________
 HX2710  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HX2710  DYNAMIC HT  -         190.461 (meters)     624.87  (feet)  COMP
 HX2710  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 HX2710
 HX2710  VERT ORDER  -  SECOND    CLASS 0
 HX2710
 HX2710.The horizontal coordinates were scaled from a topographic map and have
 HX2710.an estimated accuracy of +/- 6 seconds.
 HX2710
 HX2710.The orthometric height was determined by differential leveling
 HX2710.and adjusted by the National Geodetic Survey in June 1991..
 HX2710
 HX2710.The geoid height was determined by GEOID03.
 HX2710
 HX2710.The dynamic height is computed by dividing the NAVD 88
 HX2710.geopotential number by the normal gravity value computed on the
 HX2710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2710.degrees latitude (g = 980.6199 gals.).
 HX2710
 HX2710.The modeled gravity was interpolated from observed gravity values.
 HX2710
 HX2710;                    North         East    Units  Estimated Accuracy
 HX2710;SPC WV S     -   210,840.      548,020.      MT  (+/- 180 meters Scaled)
 HX2710
 HX2710                          SUPERSEDED SURVEY CONTROL
 HX2710
 HX2710  NGVD 29 (??/??/92)  190.752  (m)          625.83   (f) ADJ UNCH    2 0
 HX2710
 HX2710.Superseded values are not recommended for survey control.
 HX2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2710.See file dsdata.txt to determine how the superseded data were derived.
 HX2710
 HX2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD480056(NAD 83)
 HX2710_MARKER: DD = SURVEY DISK
 HX2710_SETTING: 66 = SET IN ROCK OUTCROP
 HX2710_SP_SET: ROCK LEDGE
 HX2710_STAMPING: 626 ADJ 1903
 HX2710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2710+STABILITY: POSITION/ELEVATION WELL
 HX2710
 HX2710  HISTORY     - Date     Condition        Report By
 HX2710  HISTORY     - 1903     MONUMENTED       USGS
 HX2710  HISTORY     - 1956     GOOD             NGS
 HX2710  HISTORY     - 1976     GOOD             NGS
 HX2710
 HX2710                          STATION DESCRIPTION
 HX2710
 HX2710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2710'4.4 MI E FROM SANDYVILLE.
 HX2710'ABOUT 4.35 MILES SOUTHEAST AND EAST ALONG THE BALTIMORE AND OHIO
 HX2710'RAILROAD FROM THE STATION AT SANDYVILLE, ABOUT 4.4 MILES WEST OF
 HX2710'THE ROAD CROSSING AT LIVERPOOL, AT MEADOWDALE, ABOUT 0.1 MILE
 HX2710'NORTHWEST OF THE TRACK, SET VERTICALLY IN FACE OF AN OUTCROPPING
 HX2710'ROCK LEDGE, 48 FEET SOUTHWEST OF CENTER LINE OF A BLACK TOP ROAD,
 HX2710'127 FEET WEST OF WEST CORNER OF WHITE FRAME HOUSE OWNED BY RAYMOND
 HX2710'UTT, 28 FEET NORTH-NORTHWEST AND ACROSS A DRIVE FROM THE NORTHEAST
 HX2710'CORNER OF A BARN, 9 1/2 FEET NORTH OF CENTER LINE OF A PRIVATE
 HX2710'DRIVE WAY AND ABOUT 3 FEET ABOVE LEVEL OF DRIVE.
 HX2710
 HX2710                          STATION RECOVERY (1976)
 HX2710
 HX2710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0973 ***********************************************************************
 JX0973  DESIGNATION -  626 RESET
 JX0973  PID         -  JX0973
 JX0973  STATE/COUNTY-  WV/WOOD
 JX0973  USGS QUAD   -  KANAWHA (1989)
 JX0973
 JX0973                         *CURRENT SURVEY CONTROL
 JX0973  ___________________________________________________________________
 JX0973* NAD 83(1986)-  39 10 12.     (N)    081 23 35.     (W)     SCALED    
 JX0973* NAVD 88     -       190.79   (+/-2cm)     626.0    (feet)  VERTCON   
 JX0973  ___________________________________________________________________
 JX0973  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JX0973
 JX0973  VERT ORDER  -  ? (See Below)
 JX0973
 JX0973.The horizontal coordinates were scaled from a topographic map and have
 JX0973.an estimated accuracy of +/- 6 seconds.
 JX0973
 JX0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX0973.The vertical order pertains to the NGVD 29 superseded value.
 JX0973
 JX0973.The geoid height was determined by GEOID03.
 JX0973
 JX0973;                    North         East    Units  Estimated Accuracy
 JX0973;SPC WV N     -    76,110.      436,420.      MT  (+/- 180 meters Scaled)
 JX0973
 JX0973                          SUPERSEDED SURVEY CONTROL
 JX0973
 JX0973  NGVD 29 (??/??/92)  190.968  (m)          626.53   (f) ADJ UNCH    ?  
 JX0973
 JX0973.Superseded values are not recommended for survey control.
 JX0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0973.See file dsdata.txt to determine how the superseded data were derived.
 JX0973
 JX0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD660357(NAD 83)
 JX0973_MARKER: DD = SURVEY DISK
 JX0973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0973_SP_SET: BRIDGE
 JX0973_STAMPING: 626
 JX0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0973
 JX0973  HISTORY     - Date     Condition        Report By
 JX0973  HISTORY     - UNK      MONUMENTED       USGS
 JX0973  HISTORY     - 1943     GOOD             NGS
 JX0973
 JX0973                          STATION DESCRIPTION
 JX0973
 JX0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0973'0.9 MI SW FROM WALKER.
 JX0973'0.9 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0973'THE STATION AT WALKER, WOOD COUNTY, AT BRIDGE 48 OVER WALKER
 JX0973'CREEK, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT,
 JX0973'6.5 FEET EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1-1/2
 JX0973'FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 JX0973'STANDARD DISK, STAMPED 626.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0878 ***********************************************************************
 JX0878  DESIGNATION -  628 USGS
 JX0878  PID         -  JX0878
 JX0878  STATE/COUNTY-  WV/PLEASANTS
 JX0878  USGS QUAD   -  RAVEN ROCK (1994)
 JX0878
 JX0878                         *CURRENT SURVEY CONTROL
 JX0878  ___________________________________________________________________
 JX0878* NAD 83(1986)-  39 23 28.     (N)    081 12 22.     (W)     SCALED    
 JX0878* NAVD 88     -       191.223  (meters)     627.37   (feet)  ADJUSTED  
 JX0878  ___________________________________________________________________
 JX0878  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JX0878  DYNAMIC HT  -         191.108 (meters)     626.99  (feet)  COMP
 JX0878  MODELED GRAV-     980,023.2   (mgal)                       NAVD 88
 JX0878
 JX0878  VERT ORDER  -  FIRST     CLASS II
 JX0878
 JX0878.The horizontal coordinates were scaled from a topographic map and have
 JX0878.an estimated accuracy of +/- 6 seconds.
 JX0878
 JX0878.The orthometric height was determined by differential leveling
 JX0878.and adjusted by the National Geodetic Survey in June 1991..
 JX0878
 JX0878.The geoid height was determined by GEOID03.
 JX0878
 JX0878.The dynamic height is computed by dividing the NAVD 88
 JX0878.geopotential number by the normal gravity value computed on the
 JX0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0878.degrees latitude (g = 980.6199 gals.).
 JX0878
 JX0878.The modeled gravity was interpolated from observed gravity values.
 JX0878
 JX0878;                    North         East    Units  Estimated Accuracy
 JX0878;SPC WV N     -   100,320.      453,040.      MT  (+/- 180 meters Scaled)
 JX0878
 JX0878                          SUPERSEDED SURVEY CONTROL
 JX0878
 JX0878  NGVD 29 (??/??/92)  191.386  (m)          627.91   (f) ADJ UNCH    1 2
 JX0878
 JX0878.Superseded values are not recommended for survey control.
 JX0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0878.See file dsdata.txt to determine how the superseded data were derived.
 JX0878
 JX0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD822602(NAD 83)
 JX0878_MARKER: DD = SURVEY DISK
 JX0878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0878_SP_SET: BUILDING
 JX0878_STAMPING: 628 ADJ 1903
 JX0878_MARK LOGO: USGS  
 JX0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0878+STABILITY: POSITION/ELEVATION WELL
 JX0878
 JX0878  HISTORY     - Date     Condition        Report By
 JX0878  HISTORY     - 1903     MONUMENTED       USGS
 JX0878  HISTORY     - 1957     GOOD             NGS
 JX0878  HISTORY     - 1983     GOOD             NGS
 JX0878
 JX0878                          STATION DESCRIPTION
 JX0878
 JX0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0878'AT ST MARYS.
 JX0878'AT ST. MARYS, SET VERTICALLY IN THE SOUTHEAST FACE OF THE FIRST
 JX0878'NATIONAL BANK BUILDING, ABOUT 28 YARDS NORTHWEST AND ACROSS
 JX0878'SECOND STREET FROM THE POST OFFICE, 12 FEET NORTHWEST OF NORTHWEST
 JX0878'CURB OF SECOND STREET, 15 1/2 FEET NORTHEAST OF NORTHEAST CURB
 JX0878'OF WASHINGTON STREET, 1 1/2 FEET NORTHEAST OF SOUTH CORNER OF
 JX0878'BUILDING AND 4 1/2 FEET ABOVE LEVEL OF SIDE WALK.
 JX0878
 JX0878                          STATION RECOVERY (1983)
 JX0878
 JX0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2925 ***********************************************************************
 JV2925  DESIGNATION -  63 BORR
 JV2925  PID         -  JV2925
 JV2925  STATE/COUNTY-  WV/JEFFERSON
 JV2925  USGS QUAD   -  CHARLES TOWN (1988)
 JV2925
 JV2925                         *CURRENT SURVEY CONTROL
 JV2925  ___________________________________________________________________
 JV2925* NAD 83(1986)-  39 21 42.     (N)    077 49 50.     (W)     SCALED    
 JV2925* NAVD 88     -       147.45   (+/-2cm)     483.8    (feet)  VERTCON   
 JV2925  ___________________________________________________________________
 JV2925  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JV2925
 JV2925  VERT ORDER  -  ? (See Below)
 JV2925
 JV2925.The horizontal coordinates were scaled from a topographic map and have
 JV2925.an estimated accuracy of +/- 6 seconds.
 JV2925
 JV2925.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV2925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV2925.The vertical order pertains to the NGVD 29 superseded value.
 JV2925
 JV2925.The geoid height was determined by GEOID03.
 JV2925
 JV2925;                    North         East    Units  Estimated Accuracy
 JV2925;SPC WV N     -    97,000.      743,860.      MT  (+/- 180 meters Scaled)
 JV2925
 JV2925                          SUPERSEDED SURVEY CONTROL
 JV2925
 JV2925  NGVD 29 (??/??/??)  147.629  (m)          484.35   (f) ADJUSTED    ?  
 JV2925
 JV2925.Superseded values are not recommended for survey control.
 JV2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2925.See file dsdata.txt to determine how the superseded data were derived.
 JV2925
 JV2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ561607(NAD 83)
 JV2925_MARKER: B = BOLT
 JV2925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV2925_SP_SET: COPING
 JV2925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2925
 JV2925  HISTORY     - Date     Condition        Report By
 JV2925  HISTORY     - UNK      MONUMENTED       BORR
 JV2925  HISTORY     - 1934     GOOD             CGS
 JV2925  HISTORY     - 1977     GOOD             LOCENG
 JV2925  HISTORY     - 1983     MARK NOT FOUND   NGS
 JV2925
 JV2925                          STATION DESCRIPTION
 JV2925
 JV2925'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JV2925'AT DUFFIELDS.
 JV2925'AT DUFFIELDS, JEFFERSON COUNTY, ON THE BALTIMORE AND OHIO
 JV2925'RAILROAD, 35 FEET WEST OF MILEPOST B 88, AT CULVERT 45 L, AND IN
 JV2925'THE WEST END OF THE NORTH COPING.  THE TOP OF A COPPER BOLT.
 JV2925
 JV2925                          STATION RECOVERY (1977)
 JV2925
 JV2925'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 JV2925'RECOVERED IN GOOD CONDITION.
 JV2925
 JV2925                          STATION RECOVERY (1983)
 JV2925
 JV2925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0469 ***********************************************************************
 JX0469  DESIGNATION -  630 USGS
 JX0469  PID         -  JX0469
 JX0469  STATE/COUNTY-  WV/WETZEL
 JX0469  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0469
 JX0469                         *CURRENT SURVEY CONTROL
 JX0469  ___________________________________________________________________
 JX0469* NAD 83(1986)-  39 38 25.     (N)    080 51 56.     (W)     SCALED    
 JX0469* NAVD 88     -       191.941  (meters)     629.73   (feet)  ADJUSTED  
 JX0469  ___________________________________________________________________
 JX0469  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JX0469  DYNAMIC HT  -         191.832 (meters)     629.37  (feet)  COMP
 JX0469  MODELED GRAV-     980,053.4   (mgal)                       NAVD 88
 JX0469
 JX0469  VERT ORDER  -  FIRST     CLASS II
 JX0469
 JX0469.The horizontal coordinates were scaled from a topographic map and have
 JX0469.an estimated accuracy of +/- 6 seconds.
 JX0469
 JX0469.The orthometric height was determined by differential leveling
 JX0469.and adjusted by the National Geodetic Survey in June 1991..
 JX0469.WARNING-Repeat measurements at this control monument indicate possible
 JX0469.vertical movement.
 JX0469
 JX0469.The geoid height was determined by GEOID03.
 JX0469
 JX0469.The dynamic height is computed by dividing the NAVD 88
 JX0469.geopotential number by the normal gravity value computed on the
 JX0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0469.degrees latitude (g = 980.6199 gals.).
 JX0469
 JX0469.The modeled gravity was interpolated from observed gravity values.
 JX0469
 JX0469;                    North         East    Units  Estimated Accuracy
 JX0469;SPC WV N     -   127,480.      482,790.      MT  (+/- 180 meters Scaled)
 JX0469
 JX0469                          SUPERSEDED SURVEY CONTROL
 JX0469
 JX0469  NGVD 29 (??/??/92)  192.103  (m)          630.26   (f) ADJ UNCH    1 2
 JX0469
 JX0469.Superseded values are not recommended for survey control.
 JX0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0469.See file dsdata.txt to determine how the superseded data were derived.
 JX0469
 JX0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND115878(NAD 83)
 JX0469_MARKER: DD = SURVEY DISK
 JX0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0469_SP_SET: BUILDING
 JX0469_STAMPING: 630 GRAFTON 1903
 JX0469_MARK LOGO: USGS  
 JX0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0469+STABILITY: POSITION/ELEVATION WELL
 JX0469
 JX0469  HISTORY     - Date     Condition        Report By
 JX0469  HISTORY     - 1903     MONUMENTED       USGS
 JX0469  HISTORY     - 1957     GOOD             NGS
 JX0469  HISTORY     - 1983     GOOD             NGS
 JX0469
 JX0469                          STATION DESCRIPTION
 JX0469
 JX0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0469'AT NEW MARTINSVILLE.
 JX0469'AT NEW MARTINSVILLE, NEAR THE INTERSECTION OF WASHINGTON AND
 JX0469'MAIN STREETS, AT THE COURT HOUSE, SET VERTICALLY IN THE EAST
 JX0469'FACE OF THE COURT HOUSE WALL, 1 FOOT NORTH OF NORTH FACING OF
 JX0469'DOOR TO THE MENS REST ROOM AND 2 1/2 FEET ABOVE LEVEL OF SIDE
 JX0469'WALK.
 JX0469
 JX0469                          STATION RECOVERY (1983)
 JX0469
 JX0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0473 ***********************************************************************
 JX0473  DESIGNATION -  632 USGS
 JX0473  PID         -  JX0473
 JX0473  STATE/COUNTY-  WV/WETZEL
 JX0473  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0473
 JX0473                         *CURRENT SURVEY CONTROL
 JX0473  ___________________________________________________________________
 JX0473* NAD 83(1986)-  39 42 32.     (N)    080 49 25.     (W)     SCALED    
 JX0473* NAVD 88     -       193.285  (meters)     634.14   (feet)  ADJUSTED  
 JX0473  ___________________________________________________________________
 JX0473  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JX0473  DYNAMIC HT  -         193.177 (meters)     633.78  (feet)  COMP
 JX0473  MODELED GRAV-     980,062.0   (mgal)                       NAVD 88
 JX0473
 JX0473  VERT ORDER  -  SECOND    CLASS 0
 JX0473
 JX0473.The horizontal coordinates were scaled from a topographic map and have
 JX0473.an estimated accuracy of +/- 6 seconds.
 JX0473
 JX0473.The orthometric height was determined by differential leveling
 JX0473.and adjusted by the National Geodetic Survey in June 1991..
 JX0473
 JX0473.The geoid height was determined by GEOID03.
 JX0473
 JX0473.The dynamic height is computed by dividing the NAVD 88
 JX0473.geopotential number by the normal gravity value computed on the
 JX0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0473.degrees latitude (g = 980.6199 gals.).
 JX0473
 JX0473.The modeled gravity was interpolated from observed gravity values.
 JX0473
 JX0473;                    North         East    Units  Estimated Accuracy
 JX0473;SPC WV N     -   135,040.      486,500.      MT  (+/- 180 meters Scaled)
 JX0473
 JX0473                          SUPERSEDED SURVEY CONTROL
 JX0473
 JX0473  NGVD 29 (??/??/92)  193.460  (m)          634.71   (f) ADJ UNCH    2 0
 JX0473
 JX0473.Superseded values are not recommended for survey control.
 JX0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0473.See file dsdata.txt to determine how the superseded data were derived.
 JX0473
 JX0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND151954(NAD 83)
 JX0473_MARKER: DD = SURVEY DISK
 JX0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0473_SP_SET: BRIDGE
 JX0473_STAMPING: 632 GRAFTON 1906
 JX0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0473
 JX0473  HISTORY     - Date     Condition        Report By
 JX0473  HISTORY     - 1903     MONUMENTED       USGS
 JX0473  HISTORY     - 1957     GOOD             NGS
 JX0473  HISTORY     - 1972     GOOD             DOD
 JX0473  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0473
 JX0473                          STATION DESCRIPTION
 JX0473
 JX0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0473'AT PROCTOR.
 JX0473'AT PROCTOR, ALONG THE BALTIMORE AND OHIO RAILROAD, IN THE TOP OF
 JX0473'THE WEST END OF SOUTH ABUTMENT OF RAILROAD BRIDGE NO. 317 OVER
 JX0473'PROCTOR CREEK, 8 FEET WEST OF WEST RAIL, 1 1/2 FEET EAST OF WEST
 JX0473'END OF ABUTMENT AND 1 FOOT BELOW LEVEL OF TRACK.
 JX0473
 JX0473                          STATION RECOVERY (1972)
 JX0473
 JX0473'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1972
 JX0473'RECOVERED IN GOOD CONDITION.
 JX0473
 JX0473                          STATION RECOVERY (1983)
 JX0473
 JX0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0473'NOT RECOVERED, THE ABUTMENT IN WHICH THE MARK WAS LOCATED HAS BEEN
 JX0473'RECAPPED, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1660 ***********************************************************************
 JX1660  DESIGNATION -  634 USGS RESET 1978
 JX1660  PID         -  JX1660
 JX1660  STATE/COUNTY-  WV/PLEASANTS
 JX1660  USGS QUAD   -  BENS RUN (1994)
 JX1660
 JX1660                         *CURRENT SURVEY CONTROL
 JX1660  ___________________________________________________________________
 JX1660* NAD 83(1986)-  39 26 07.     (N)    081 04 16.     (W)     SCALED    
 JX1660* NAVD 88     -       196.91   (+/-2cm)     646.0    (feet)  VERTCON   
 JX1660  ___________________________________________________________________
 JX1660  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JX1660
 JX1660  VERT ORDER  -  THIRD (See Below)
 JX1660
 JX1660.The horizontal coordinates were scaled from a topographic map and have
 JX1660.an estimated accuracy of +/- 6 seconds.
 JX1660
 JX1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1660.The vertical order pertains to the NGVD 29 superseded value.
 JX1660
 JX1660.The geoid height was determined by GEOID03.
 JX1660
 JX1660;                    North         East    Units  Estimated Accuracy
 JX1660;SPC WV N     -   105,010.      464,750.      MT  (+/- 180 meters Scaled)
 JX1660
 JX1660                          SUPERSEDED SURVEY CONTROL
 JX1660
 JX1660  NGVD 29 (09/25/03)  197.08   (m)          646.6    (f) RESET       3  
 JX1660
 JX1660.Superseded values are not recommended for survey control.
 JX1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1660.See file dsdata.txt to determine how the superseded data were derived.
 JX1660
 JX1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD938650(NAD 83)
 JX1660_MARKER: DB = BENCH MARK DISK
 JX1660_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JX1660_SP_SET: PARAPET WALL
 JX1660_STAMPING: 634 RESET 1978
 JX1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1660+STABILITY: SURFACE MOTION
 JX1660
 JX1660  HISTORY     - Date     Condition        Report By
 JX1660  HISTORY     - 1978     MONUMENTED       USGS
 JX1660  HISTORY     - 1982     GOOD             NGS
 JX1660
 JX1660                          STATION DESCRIPTION
 JX1660
 JX1660'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 JX1660'IN ARVILLA.
 JX1660'IN ARVILLA, IN THE TOP OF THE SOUTH END OF EAST PARAPET WALL, 16.5
 JX1660'FEET FROM THE END OF PARAPET WALL, 2.7 FEET ABOVE THE ROADWAY
 JX1660'AND 11.5 FEET RIGHT OF CENTERLINE OF RELOCATED ARVILLA BRIDGE BUILT
 JX1660'IN 1978.
 JX1660'THE MARK IS ABOVE LEVEL WITH ROADWAY.
 JX1660
 JX1660                          STATION RECOVERY (1982)
 JX1660
 JX1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JX1660'WESTERLY 6 FT. OF ROAD EDGE, SOUTHERLY 24 FT. OF SECTION LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0054 ***********************************************************************
 GY0054  DESIGNATION -  638
 GY0054  PID         -  GY0054
 GY0054  STATE/COUNTY-  WV/MINGO
 GY0054  USGS QUAD   -  NAUGATUCK (1975)
 GY0054
 GY0054                         *CURRENT SURVEY CONTROL
 GY0054  ___________________________________________________________________
 GY0054* NAD 83(1986)-  37 47 01.     (N)    082 20 19.     (W)     SCALED    
 GY0054* NAVD 88     -       194.051  (meters)     636.65   (feet)  ADJUSTED  
 GY0054  ___________________________________________________________________
 GY0054  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GY0054  DYNAMIC HT  -         193.908 (meters)     636.18  (feet)  COMP
 GY0054  MODELED GRAV-     979,892.3   (mgal)                       NAVD 88
 GY0054
 GY0054  VERT ORDER  -  SECOND    CLASS 0
 GY0054
 GY0054.The horizontal coordinates were scaled from a topographic map and have
 GY0054.an estimated accuracy of +/- 6 seconds.
 GY0054
 GY0054.The orthometric height was determined by differential leveling
 GY0054.and adjusted by the National Geodetic Survey in June 1991..
 GY0054
 GY0054.The geoid height was determined by GEOID03.
 GY0054
 GY0054.The dynamic height is computed by dividing the NAVD 88
 GY0054.geopotential number by the normal gravity value computed on the
 GY0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0054.degrees latitude (g = 980.6199 gals.).
 GY0054
 GY0054.The modeled gravity was interpolated from observed gravity values.
 GY0054
 GY0054;                    North         East    Units  Estimated Accuracy
 GY0054;SPC WV S     -    87,820.      482,090.      MT  (+/- 180 meters Scaled)
 GY0054
 GY0054                          SUPERSEDED SURVEY CONTROL
 GY0054
 GY0054  NGVD 29 (??/??/92)  194.273  (m)          637.38   (f) ADJ UNCH    2 0
 GY0054
 GY0054.Superseded values are not recommended for survey control.
 GY0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0054.See file dsdata.txt to determine how the superseded data were derived.
 GY0054
 GY0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB821826(NAD 83)
 GY0054_MARKER: DD = SURVEY DISK
 GY0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0054_SP_SET: CULVERT
 GY0054_STAMPING: 638 W VA
 GY0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0054
 GY0054  HISTORY     - Date     Condition        Report By
 GY0054  HISTORY     - UNK      MONUMENTED       USGS
 GY0054  HISTORY     - 1942     GOOD             NGS
 GY0054
 GY0054                          STATION DESCRIPTION
 GY0054
 GY0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GY0054'0.7 MI E FROM NAUGATUCK.
 GY0054'0.7 MILE EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0054'STATION AT NAUGATUCK, MINGO COUNTY, ABOUT 150 FEET EAST OF THE
 GY0054'WEST SWITCH TO THE WINCO BLOCK COAL CO. SIDING, 17.1 FEET
 GY0054'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 3 FEET
 GY0054'SOUTHWEST OF THE SOUTHWEST RAIL OF A SPUR TRACK, AT A STONE
 GY0054'CULVERT AND IN THE TOP OF THE HEADWALL.  A UNITED STATES GEOLOGICAL
 GY0054'SURVEY STANDARD DISK, STAMPED 638 W.VA.  NOTE-- IT WAS REPORTED
 GY0054'IN JULY 1942 THAT THE HEADWALL IS LEANING.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1948 ***********************************************************************
 HX1948  DESIGNATION -  644
 HX1948  PID         -  HX1948
 HX1948  STATE/COUNTY-  WV/KANAWHA
 HX1948  USGS QUAD   -  CLENDENIN (1976)
 HX1948
 HX1948                         *CURRENT SURVEY CONTROL
 HX1948  ___________________________________________________________________
 HX1948* NAD 83(1986)-  38 28 51.     (N)    081 17 02.     (W)     SCALED    
 HX1948* NAVD 88     -       195.997  (meters)     643.03   (feet)  ADJUSTED  
 HX1948  ___________________________________________________________________
 HX1948  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 HX1948  DYNAMIC HT  -         195.864 (meters)     642.60  (feet)  COMP
 HX1948  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 HX1948
 HX1948  VERT ORDER  -  SECOND    CLASS 0
 HX1948
 HX1948.The horizontal coordinates were scaled from a topographic map and have
 HX1948.an estimated accuracy of +/- 6 seconds.
 HX1948
 HX1948.The orthometric height was determined by differential leveling
 HX1948.and adjusted by the National Geodetic Survey in June 1991..
 HX1948
 HX1948.The geoid height was determined by GEOID03.
 HX1948
 HX1948.The dynamic height is computed by dividing the NAVD 88
 HX1948.geopotential number by the normal gravity value computed on the
 HX1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1948.degrees latitude (g = 980.6199 gals.).
 HX1948
 HX1948.The modeled gravity was interpolated from observed gravity values.
 HX1948
 HX1948;                    North         East    Units  Estimated Accuracy
 HX1948;SPC WV S     -   164,400.      575,230.      MT  (+/- 180 meters Scaled)
 HX1948
 HX1948                          SUPERSEDED SURVEY CONTROL
 HX1948
 HX1948  NGVD 29 (??/??/92)  196.180  (m)          643.63   (f) ADJ UNCH    2 0
 HX1948
 HX1948.Superseded values are not recommended for survey control.
 HX1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1948.See file dsdata.txt to determine how the superseded data were derived.
 HX1948
 HX1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC752592(NAD 83)
 HX1948_MARKER: Q = CHISELED SQUARE
 HX1948_SETTING: 80 = SET IN A BOULDER
 HX1948_SP_SET: BOULDER
 HX1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1948+STABILITY: SURFACE MOTION
 HX1948
 HX1948  HISTORY     - Date     Condition        Report By
 HX1948  HISTORY     - UNK      MONUMENTED       USGS
 HX1948  HISTORY     - 1934     GOOD             NGS
 HX1948
 HX1948                          STATION DESCRIPTION
 HX1948
 HX1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1948'AT BARREN CREEK.
 HX1948'AT BARREN CREEK, KANAWHA COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 HX1948'ABOUT 6 RAILS WEST OF THE SWITCH TO A SIDETRACK, IN THE TOP OF A
 HX1948'LARGE FLAT BOULDER, ABOUT 7 YARDS SOUTH OF THE CENTERLINE OF THE
 HX1948'MAIN TRACK, AND LEVEL WITH THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0872 ***********************************************************************
 JX0872  DESIGNATION -  647 USGS
 JX0872  PID         -  JX0872
 JX0872  STATE/COUNTY-  WV/PLEASANTS
 JX0872  USGS QUAD   -  RAVEN ROCK (1994)
 JX0872
 JX0872                         *CURRENT SURVEY CONTROL
 JX0872  ___________________________________________________________________
 JX0872* NAD 83(1986)-  39 26 22.     (N)    081 09 02.     (W)     SCALED    
 JX0872* NAVD 88     -       196.958  (meters)     646.19   (feet)  ADJUSTED  
 JX0872  ___________________________________________________________________
 JX0872  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JX0872  DYNAMIC HT  -         196.841 (meters)     645.80  (feet)  COMP
 JX0872  MODELED GRAV-     980,026.1   (mgal)                       NAVD 88
 JX0872
 JX0872  VERT ORDER  -  FIRST     CLASS II
 JX0872
 JX0872.The horizontal coordinates were scaled from a topographic map and have
 JX0872.an estimated accuracy of +/- 6 seconds.
 JX0872
 JX0872.The orthometric height was determined by differential leveling
 JX0872.and adjusted by the National Geodetic Survey in June 1991..
 JX0872
 JX0872.The geoid height was determined by GEOID03.
 JX0872
 JX0872.The dynamic height is computed by dividing the NAVD 88
 JX0872.geopotential number by the normal gravity value computed on the
 JX0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0872.degrees latitude (g = 980.6199 gals.).
 JX0872
 JX0872.The modeled gravity was interpolated from observed gravity values.
 JX0872
 JX0872;                    North         East    Units  Estimated Accuracy
 JX0872;SPC WV N     -   105,600.      457,920.      MT  (+/- 180 meters Scaled)
 JX0872
 JX0872                          SUPERSEDED SURVEY CONTROL
 JX0872
 JX0872  NGVD 29 (??/??/92)  197.138  (m)          646.78   (f) ADJ UNCH    1 2
 JX0872
 JX0872.Superseded values are not recommended for survey control.
 JX0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0872.See file dsdata.txt to determine how the superseded data were derived.
 JX0872
 JX0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD870655(NAD 83)
 JX0872_MARKER: DD = SURVEY DISK
 JX0872_SETTING: 66 = SET IN ROCK OUTCROP
 JX0872_SP_SET: ROCK LEDGE
 JX0872_STAMPING: 647 ADJ 1903
 JX0872_MARK LOGO: USGS  
 JX0872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0872+STABILITY: POSITION/ELEVATION WELL
 JX0872
 JX0872  HISTORY     - Date     Condition        Report By
 JX0872  HISTORY     - 1903     MONUMENTED       USGS
 JX0872  HISTORY     - 1957     GOOD             NGS
 JX0872  HISTORY     - 1983     GOOD             NGS
 JX0872
 JX0872                          STATION DESCRIPTION
 JX0872
 JX0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0872'4.4 MI NE FROM ST MARYS.
 JX0872'ABOUT 4.4 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0872'FROM THE STATION AT ST. MARYS, ABOUT 3.25 MILES SOUTHWEST OF
 JX0872'THE JUNCTION OF STATE HIGHWAY 2 AND BENS RUN ROAD AT BENS RUN,
 JX0872'TYLER COUNTY, AT RAVEN ROCK, AT THE JUNCTION OF STATE HIGHWAY 2
 JX0872'AND A GRAVEL ROAD SOUTHEAST, SET IN THE TOP OF A SHELF ON THE
 JX0872'NORTHEAST SIDE OF A SANDSTONE LEDGE ABOUT 16 BY 20 FEET AND ABOUT
 JX0872'8 FEET HIGH, 170 FEET SOUTH AND ACROSS HIGHWAY 2 FROM THE SOUTH
 JX0872'RAIL, 124 FEET SOUTH OF CENTER LINE OF HIGHWAY AT JUNCTION OF
 JX0872'GRAVEL ROAD, 83 FEET SOUTHWEST AND ACROSS GRAVEL ROAD FROM WEST
 JX0872'CORNER OF SMALL POST OFFICE BUILDING, 8 1/2 FEET EAST AND ABOUT
 JX0872'6 FEET ABOVE A SPRING WALLED WITH STONE AND CONCRETE AND ABOUT
 JX0872'25 FEET ABOVE LEVEL OF TRACK.
 JX0872
 JX0872                          STATION RECOVERY (1983)
 JX0872
 JX0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0872'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE WITH
 JX0872'THE FOLLOWING CORRECTIONS.  DELETE--83 FEET SOUTHWEST AND ACROSS THE
 JX0872'GRAVEL ROAD FROM THE WEST CORNER OF A SMALL POST OFFICE BUILDING.
 JX0872'NOTE--THE STAMPING OF ADJ 1903 HAS BEEN STRUCK OUT ON THE DISK AND
 JX0872'CANNOT BE READ, ONLY 647 IS VISIBLE.
 JX0872'THE MARK IS 1.90 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0462 ***********************************************************************
 JX0462  DESIGNATION -  649 USGS
 JX0462  PID         -  JX0462
 JX0462  STATE/COUNTY-  WV/TYLER
 JX0462  USGS QUAD   -  PADEN CITY (1994)
 JX0462
 JX0462                         *CURRENT SURVEY CONTROL
 JX0462  ___________________________________________________________________
 JX0462* NAD 83(1986)-  39 33 53.     (N)    080 59 48.     (W)     SCALED    
 JX0462* NAVD 88     -       197.541  (meters)     648.10   (feet)  ADJUSTED  
 JX0462  ___________________________________________________________________
 JX0462  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JX0462  DYNAMIC HT  -         197.426 (meters)     647.72  (feet)  COMP
 JX0462  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 JX0462
 JX0462  VERT ORDER  -  FIRST     CLASS II
 JX0462
 JX0462.The horizontal coordinates were scaled from a topographic map and have
 JX0462.an estimated accuracy of +/- 6 seconds.
 JX0462
 JX0462.The orthometric height was determined by differential leveling
 JX0462.and adjusted by the National Geodetic Survey in June 1991..
 JX0462
 JX0462.The geoid height was determined by GEOID03.
 JX0462
 JX0462.The dynamic height is computed by dividing the NAVD 88
 JX0462.geopotential number by the normal gravity value computed on the
 JX0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0462.degrees latitude (g = 980.6199 gals.).
 JX0462
 JX0462.The modeled gravity was interpolated from observed gravity values.
 JX0462
 JX0462;                    North         East    Units  Estimated Accuracy
 JX0462;SPC WV N     -   119,270.      471,400.      MT  (+/- 180 meters Scaled)
 JX0462
 JX0462                          SUPERSEDED SURVEY CONTROL
 JX0462
 JX0462  NGVD 29 (??/??/92)  197.696  (m)          648.61   (f) ADJ UNCH    1 2
 JX0462
 JX0462.Superseded values are not recommended for survey control.
 JX0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0462.See file dsdata.txt to determine how the superseded data were derived.
 JX0462
 JX0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND002794(NAD 83)
 JX0462_MARKER: DD = SURVEY DISK
 JX0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0462_SP_SET: BUILDING
 JX0462_STAMPING: 649 STBNVI
 JX0462_MARK LOGO: USGS  
 JX0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0462
 JX0462  HISTORY     - Date     Condition        Report By
 JX0462  HISTORY     - UNK      MONUMENTED       USGS
 JX0462  HISTORY     - 1957     GOOD             NGS
 JX0462  HISTORY     - 1983     GOOD             NGS
 JX0462
 JX0462                          STATION DESCRIPTION
 JX0462
 JX0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0462'AT SISTERVILLE.
 JX0462'AT SISTERVILLE, SET VERTICALLY IN THE SOUTH FACE OF WALL OF CITY
 JX0462'HALL BUILDING, 4 1/2 FEET WEST OF CENTER OF SOUTH ENTRANCE AND
 JX0462'5 FEET ABOVE GROUND.
 JX0462
 JX0462                          STATION RECOVERY (1983)
 JX0462
 JX0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0462'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE EXCEPT
 JX0462'THAT THE DISK IS STAMPED 649 STBNVL WEST VIRGINIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1814 ***********************************************************************
 HX1814  DESIGNATION -  654
 HX1814  PID         -  HX1814
 HX1814  STATE/COUNTY-  WV/KANAWHA
 HX1814  USGS QUAD   -  NEWTON (1975)
 HX1814
 HX1814                         *CURRENT SURVEY CONTROL
 HX1814  ___________________________________________________________________
 HX1814* NAD 83(1986)-  38 30 24.     (N)    081 14 35.     (W)     SCALED    
 HX1814* NAVD 88     -       199.244  (meters)     653.69   (feet)  ADJUSTED  
 HX1814  ___________________________________________________________________
 HX1814  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HX1814  DYNAMIC HT  -         199.109 (meters)     653.24  (feet)  COMP
 HX1814  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 HX1814
 HX1814  VERT ORDER  -  SECOND    CLASS 0
 HX1814
 HX1814.The horizontal coordinates were scaled from a topographic map and have
 HX1814.an estimated accuracy of +/- 6 seconds.
 HX1814
 HX1814.The orthometric height was determined by differential leveling
 HX1814.and adjusted by the National Geodetic Survey in June 1991..
 HX1814
 HX1814.The geoid height was determined by GEOID03.
 HX1814
 HX1814.The dynamic height is computed by dividing the NAVD 88
 HX1814.geopotential number by the normal gravity value computed on the
 HX1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1814.degrees latitude (g = 980.6199 gals.).
 HX1814
 HX1814.The modeled gravity was interpolated from observed gravity values.
 HX1814
 HX1814;                    North         East    Units  Estimated Accuracy
 HX1814;SPC WV S     -   167,250.      578,800.      MT  (+/- 180 meters Scaled)
 HX1814
 HX1814                          SUPERSEDED SURVEY CONTROL
 HX1814
 HX1814  NGVD 29 (??/??/92)  199.428  (m)          654.29   (f) ADJ UNCH    2 0
 HX1814
 HX1814.Superseded values are not recommended for survey control.
 HX1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1814.See file dsdata.txt to determine how the superseded data were derived.
 HX1814
 HX1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC788620(NAD 83)
 HX1814_MARKER: DD = SURVEY DISK
 HX1814_SETTING: 66 = SET IN ROCK OUTCROP
 HX1814_SP_SET: FLAT ROCK
 HX1814_STAMPING: 654
 HX1814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1814+STABILITY: POSITION/ELEVATION WELL
 HX1814
 HX1814  HISTORY     - Date     Condition        Report By
 HX1814  HISTORY     - UNK      MONUMENTED       USGS
 HX1814  HISTORY     - 1934     GOOD             NGS
 HX1814
 HX1814                          STATION DESCRIPTION
 HX1814
 HX1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1814'1.4 MI E FROM PORTERS.
 HX1814'1.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1814'STATION AT PORTERS, 3 RAILS EAST OF A MASONRY CULVERT, IN THE
 HX1814'TOP OF A LARGE FLAT ROCK, 13 FEET SOUTH OF THE CENTERLINE OF THE
 HX1814'TRACK, AND 3 FEET HIGHER THAN THE TRACK.  A UNITED STATES
 HX1814'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 654.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0841 ***********************************************************************
 KY0841  DESIGNATION -  659
 KY0841  PID         -  KY0841
 KY0841  STATE/COUNTY-  WV/OHIO
 KY0841  USGS QUAD   -  WHEELING (1994)
 KY0841
 KY0841                         *CURRENT SURVEY CONTROL
 KY0841  ___________________________________________________________________
 KY0841* NAD 83(1986)-  40 03 51.     (N)    080 43 17.     (W)     SCALED    
 KY0841* NAVD 88     -       200.685  (meters)     658.41   (feet)  ADJUSTED  
 KY0841  ___________________________________________________________________
 KY0841  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0841  DYNAMIC HT  -         200.574 (meters)     658.05  (feet)  COMP
 KY0841  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 KY0841
 KY0841  VERT ORDER  -  FIRST     CLASS II
 KY0841
 KY0841.The horizontal coordinates were scaled from a topographic map and have
 KY0841.an estimated accuracy of +/- 6 seconds.
 KY0841
 KY0841.The orthometric height was determined by differential leveling
 KY0841.and adjusted by the National Geodetic Survey in June 1991..
 KY0841
 KY0841.The geoid height was determined by GEOID03.
 KY0841
 KY0841.The dynamic height is computed by dividing the NAVD 88
 KY0841.geopotential number by the normal gravity value computed on the
 KY0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0841.degrees latitude (g = 980.6199 gals.).
 KY0841
 KY0841.The modeled gravity was interpolated from observed gravity values.
 KY0841
 KY0841;                    North         East    Units  Estimated Accuracy
 KY0841;SPC WV N     -   174,360.      495,810.      MT  (+/- 180 meters Scaled)
 KY0841
 KY0841                          SUPERSEDED SURVEY CONTROL
 KY0841
 KY0841  NGVD 29 (??/??/92)  200.848  (m)          658.95   (f) ADJ UNCH    1 2
 KY0841
 KY0841.Superseded values are not recommended for survey control.
 KY0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0841.See file dsdata.txt to determine how the superseded data were derived.
 KY0841
 KY0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE237349(NAD 83)
 KY0841_MARKER: DD = SURVEY DISK
 KY0841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0841_SP_SET: CURB
 KY0841_STAMPING: 659
 KY0841_MARK LOGO: USGS  
 KY0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0841
 KY0841  HISTORY     - Date     Condition        Report By
 KY0841  HISTORY     - UNK      MONUMENTED       USGS
 KY0841  HISTORY     - 1957     GOOD             NGS
 KY0841  HISTORY     - 1970     GOOD             LOCENG
 KY0841  HISTORY     - 1983     GOOD             NGS
 KY0841
 KY0841                          STATION DESCRIPTION
 KY0841
 KY0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0841'AT WHEELING.
 KY0841'AT WHEELING, OHIO COUNTY, AT THE INTERSECTION OF MARKET AND
 KY0841'SIXTEENTH STREETS, IN THE WEST WALL OF THE BANKERS MORTGAGE CO.
 KY0841'BUILDING, 30 FEET NORTH OF THE SOUTHWEST CORNER, AND 33 FEET
 KY0841'EAST OF THE EAST CURB OF MARKET STREET.  A UNITED STATES
 KY0841'GEOLOGICAL SURVEY STANDARD DISK STAMPED 659 AND SET VERTICALLY.
 KY0841
 KY0841                          STATION RECOVERY (1970)
 KY0841
 KY0841'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 KY0841'RECOVERED IN GOOD CONDITION.
 KY0841
 KY0841                          STATION RECOVERY (1983)
 KY0841
 KY0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0841'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN WHEELING,
 KY0841'AT THE INTERSECTION OF MARKET STREET AND 16TH STREET, SET VERTICALLY
 KY0841'IN THE WEST WALL OF THE WEST VIRGINIA INDEPENDENCE HALL (FORMERLY OLD
 KY0841'CUSTOM HOUSE), 10.06 METERS (33.0 FT) EAST OF THE EAST CURB OF MARKET
 KY0841'STREET, 0.30 METER (1.0 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 KY0841'BUILDING.
 KY0841'THE MARK IS 1.22 M ABOVE MARKET STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1879 ***********************************************************************
 HX1879  DESIGNATION -  667
 HX1879  PID         -  HX1879
 HX1879  STATE/COUNTY-  WV/FAYETTE
 HX1879  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1879
 HX1879                         *CURRENT SURVEY CONTROL
 HX1879  ___________________________________________________________________
 HX1879* NAD 83(1986)-  38 08 32.     (N)    081 12 44.     (W)     SCALED    
 HX1879* NAVD 88     -       203.097  (meters)     666.33   (feet)  ADJUSTED  
 HX1879  ___________________________________________________________________
 HX1879  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HX1879  DYNAMIC HT  -         202.951 (meters)     665.85  (feet)  COMP
 HX1879  MODELED GRAV-     979,906.0   (mgal)                       NAVD 88
 HX1879
 HX1879  VERT ORDER  -  FIRST     CLASS II
 HX1879
 HX1879.The horizontal coordinates were scaled from a topographic map and have
 HX1879.an estimated accuracy of +/- 6 seconds.
 HX1879
 HX1879.The orthometric height was determined by differential leveling
 HX1879.and adjusted by the National Geodetic Survey in June 1991..
 HX1879
 HX1879.The geoid height was determined by GEOID03.
 HX1879
 HX1879.The dynamic height is computed by dividing the NAVD 88
 HX1879.geopotential number by the normal gravity value computed on the
 HX1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1879.degrees latitude (g = 980.6199 gals.).
 HX1879
 HX1879.The modeled gravity was interpolated from observed gravity values.
 HX1879
 HX1879;                    North         East    Units  Estimated Accuracy
 HX1879;SPC WV S     -   126,800.      581,400.      MT  (+/- 180 meters Scaled)
 HX1879
 HX1879                          SUPERSEDED SURVEY CONTROL
 HX1879
 HX1879  NGVD 29 (??/??/92)  203.283  (m)          666.94   (f) ADJ UNCH    1 2
 HX1879
 HX1879.Superseded values are not recommended for survey control.
 HX1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1879.See file dsdata.txt to determine how the superseded data were derived.
 HX1879
 HX1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC814216(NAD 83)
 HX1879_MARKER: DD = SURVEY DISK
 HX1879_SETTING: 66 = SET IN ROCK OUTCROP
 HX1879_SP_SET: ROCK CUT
 HX1879_STAMPING: 667 KNWA
 HX1879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1879+STABILITY: POSITION/ELEVATION WELL
 HX1879
 HX1879  HISTORY     - Date     Condition        Report By
 HX1879  HISTORY     - UNK      MONUMENTED       USGS
 HX1879  HISTORY     - 1959     GOOD             NGS
 HX1879
 HX1879                          STATION DESCRIPTION
 HX1879
 HX1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX1879'2.1 MI SW FROM GAULEY BRIDGE.
 HX1879'ABOUT 2.1 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1879'FROM THE NORTHWEST END OF THE BRIDGE OVER GAULEY RIVER AT GAULEY
 HX1879'BRIDGE, 0.1 MILE NORTH OF MILEPOST 161, 0.3 MILE NORTH OF THE
 HX1879'WEST END OF A TOLL BRIDGE OVER THE KANAWHA RIVER, ABOUT 10 RAILS
 HX1879'NORTH OF THE CROSSING OF U.S. HIGHWAY 60, 6 1/2 FEET WEST OF THE
 HX1879'WEST RAIL, SET VERTICALLY IN THE EAST FACE OF A ROCK CUT, 2 1/2
 HX1879'FEET ABOVE THE GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 HX1879'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2926 ***********************************************************************
 JV2926  DESIGNATION -  67 BORR
 JV2926  PID         -  JV2926
 JV2926  STATE/COUNTY-  WV/JEFFERSON
 JV2926  USGS QUAD   -  MARTINSBURG (1979)
 JV2926
 JV2926                         *CURRENT SURVEY CONTROL
 JV2926  ___________________________________________________________________
 JV2926* NAD 83(1986)-  39 23 05.     (N)    077 53 04.     (W)     SCALED    
 JV2926* NAVD 88     -       171.89   (+/-2cm)     563.9    (feet)  VERTCON   
 JV2926  ___________________________________________________________________
 JV2926  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JV2926
 JV2926  VERT ORDER  -  ? (See Below)
 JV2926
 JV2926.The horizontal coordinates were scaled from a topographic map and have
 JV2926.an estimated accuracy of +/- 6 seconds.
 JV2926
 JV2926.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV2926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV2926.The vertical order pertains to the NGVD 29 superseded value.
 JV2926
 JV2926.The geoid height was determined by GEOID03.
 JV2926
 JV2926;                    North         East    Units  Estimated Accuracy
 JV2926;SPC WV N     -    99,470.      739,170.      MT  (+/- 180 meters Scaled)
 JV2926
 JV2926                          SUPERSEDED SURVEY CONTROL
 JV2926
 JV2926  NGVD 29 (??/??/??)  172.063  (m)          564.51   (f) ADJUSTED    ?  
 JV2926
 JV2926.Superseded values are not recommended for survey control.
 JV2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2926.See file dsdata.txt to determine how the superseded data were derived.
 JV2926
 JV2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ515634(NAD 83)
 JV2926_MARKER: B = BOLT
 JV2926_SETTING: 66 = SET IN ROCK OUTCROP
 JV2926_SP_SET: ROCK CUT
 JV2926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV2926+STABILITY: POSITION/ELEVATION WELL
 JV2926
 JV2926  HISTORY     - Date     Condition        Report By
 JV2926  HISTORY     - UNK      MONUMENTED       BORR
 JV2926  HISTORY     - 1934     GOOD             CGS
 JV2926  HISTORY     - 1983     GOOD             NGS
 JV2926
 JV2926                          STATION DESCRIPTION
 JV2926
 JV2926'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JV2926'0.3 MI S FROM KEARNEYSVILLE.
 JV2926'ABOUT 0.3 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JV2926'KEARNEYSVILLE, JEFFERSON COUNTY, ABOUT 75 FEET SOUTH OF MILEPOST
 JV2926'B 92, IN A ROCK CUT, AND 10 FEET EAST OF THE TRACKS.  THE TOP
 JV2926'OF A COPPER BOLT.
 JV2926
 JV2926                          STATION RECOVERY (1983)
 JV2926
 JV2926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2388 ***********************************************************************
 HX2388  DESIGNATION -  671
 HX2388  PID         -  HX2388
 HX2388  STATE/COUNTY-  WV/JACKSON
 HX2388  USGS QUAD   -  KENNA (1975)
 HX2388
 HX2388                         *CURRENT SURVEY CONTROL
 HX2388  ___________________________________________________________________
 HX2388* NAD 83(1986)-  38 37 31.     (N)    081 40 08.     (W)     SCALED    
 HX2388* NAVD 88     -       204.459  (meters)     670.80   (feet)  ADJUSTED  
 HX2388  ___________________________________________________________________
 HX2388  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HX2388  DYNAMIC HT  -         204.320 (meters)     670.34  (feet)  COMP
 HX2388  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 HX2388
 HX2388  VERT ORDER  -  SECOND    CLASS 0
 HX2388
 HX2388.The horizontal coordinates were scaled from a topographic map and have
 HX2388.an estimated accuracy of +/- 6 seconds.
 HX2388
 HX2388.The orthometric height was determined by differential leveling
 HX2388.and adjusted by the National Geodetic Survey in June 1991..
 HX2388
 HX2388.The geoid height was determined by GEOID03.
 HX2388
 HX2388.The dynamic height is computed by dividing the NAVD 88
 HX2388.geopotential number by the normal gravity value computed on the
 HX2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2388.degrees latitude (g = 980.6199 gals.).
 HX2388
 HX2388.The modeled gravity was interpolated from observed gravity values.
 HX2388
 HX2388;                    North         East    Units  Estimated Accuracy
 HX2388;SPC WV S     -   180,600.      541,760.      MT  (+/- 180 meters Scaled)
 HX2388
 HX2388                          SUPERSEDED SURVEY CONTROL
 HX2388
 HX2388  NGVD 29 (??/??/92)  204.642  (m)          671.40   (f) ADJ UNCH    2 0
 HX2388
 HX2388.Superseded values are not recommended for survey control.
 HX2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2388.See file dsdata.txt to determine how the superseded data were derived.
 HX2388
 HX2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC417754(NAD 83)
 HX2388_MARKER: DD = SURVEY DISK
 HX2388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2388_SP_SET: FOUNDATION
 HX2388_STAMPING: 671
 HX2388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2388
 HX2388  HISTORY     - Date     Condition        Report By
 HX2388  HISTORY     - UNK      MONUMENTED       USGS
 HX2388  HISTORY     - 1956     GOOD             NGS
 HX2388
 HX2388                          STATION DESCRIPTION
 HX2388
 HX2388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2388'4.2 MI S FROM KENNA.
 HX2388'ABOUT 4.25 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION
 HX2388'OF ROAD EAST TO KENTUCK AT KENNA, 63 FEET NORTHEAST OF CENTER
 HX2388'LINE OF HIGHWAY, SET VERTICALLY 1 FOOT ABOVE GROUND IN THE
 HX2388'SOUTHWEST FACE OF CORNER FOUNDATION STONE UNDER WEST CORNER OF
 HX2388'WATTS CHAPEL METHODIST CHURCH, AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1808 ***********************************************************************
 HX1808  DESIGNATION -  672
 HX1808  PID         -  HX1808
 HX1808  STATE/COUNTY-  WV/ROANE
 HX1808  USGS QUAD   -  KETTLE (1975)
 HX1808
 HX1808                         *CURRENT SURVEY CONTROL
 HX1808  ___________________________________________________________________
 HX1808* NAD 83(1986)-  38 34 24.     (N)    081 29 22.     (W)     SCALED    
 HX1808* NAVD 88     -       204.559  (meters)     671.12   (feet)  ADJUSTED  
 HX1808  ___________________________________________________________________
 HX1808  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HX1808  DYNAMIC HT  -         204.418 (meters)     670.66  (feet)  COMP
 HX1808  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 HX1808
 HX1808  VERT ORDER  -  SECOND    CLASS 0
 HX1808
 HX1808.The horizontal coordinates were scaled from a topographic map and have
 HX1808.an estimated accuracy of +/- 6 seconds.
 HX1808
 HX1808.The orthometric height was determined by differential leveling
 HX1808.and adjusted by the National Geodetic Survey in June 1991..
 HX1808
 HX1808.The geoid height was determined by GEOID03.
 HX1808
 HX1808.The dynamic height is computed by dividing the NAVD 88
 HX1808.geopotential number by the normal gravity value computed on the
 HX1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1808.degrees latitude (g = 980.6199 gals.).
 HX1808
 HX1808.The modeled gravity was interpolated from observed gravity values.
 HX1808
 HX1808;                    North         East    Units  Estimated Accuracy
 HX1808;SPC WV S     -   174,740.      557,350.      MT  (+/- 180 meters Scaled)
 HX1808
 HX1808                          SUPERSEDED SURVEY CONTROL
 HX1808
 HX1808  NGVD 29 (??/??/92)  204.734  (m)          671.70   (f) ADJ UNCH    2 0
 HX1808
 HX1808.Superseded values are not recommended for survey control.
 HX1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1808.See file dsdata.txt to determine how the superseded data were derived.
 HX1808
 HX1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC573695(NAD 83)
 HX1808_MARKER: DD = SURVEY DISK
 HX1808_SETTING: 66 = SET IN ROCK OUTCROP
 HX1808_SP_SET: ROCK LEDGE
 HX1808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1808+STABILITY: POSITION/ELEVATION WELL
 HX1808
 HX1808  HISTORY     - Date     Condition        Report By
 HX1808  HISTORY     - UNK      MONUMENTED       USGS
 HX1808  HISTORY     - 1956     GOOD             NGS
 HX1808
 HX1808                          STATION DESCRIPTION
 HX1808
 HX1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1808'AT KETTLE.
 HX1808'AT KETTLE, ABOUT 88 YARDS SOUTH ALONG A ROAD FOLLOWING HUNT FORK
 HX1808'FROM THE POST OFFICE AND STORE, AT A ROCK LEDGE WHICH EXTENDS
 HX1808'ACROSS ROAD, 11 FEET SOUTHWEST OF CENTER LINE OF ROAD, 18 FEET
 HX1808'NORTHEAST OF CENTER OF CREEK BED, IN THE TOP OF ROCK LEDGE
 HX1808'WHICH EXTENDS ACROSS ROAD AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
 HX1808'NOTE-- THE STAMPING IS NO LONGER LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0949 ***********************************************************************
 JX0949  DESIGNATION -  673
 JX0949  PID         -  JX0949
 JX0949  STATE/COUNTY-  WV/RITCHIE
 JX0949  USGS QUAD   -  CAIRO (1986)
 JX0949
 JX0949                         *CURRENT SURVEY CONTROL
 JX0949  ___________________________________________________________________
 JX0949* NAD 83(1986)-  39 12 31.     (N)    081 09 26.     (W)     SCALED    
 JX0949* NAVD 88     -       204.907  (meters)     672.27   (feet)  ADJUSTED  
 JX0949  ___________________________________________________________________
 JX0949  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX0949  DYNAMIC HT  -         204.781 (meters)     671.85  (feet)  COMP
 JX0949  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 JX0949
 JX0949  VERT ORDER  -  SECOND    CLASS 0
 JX0949
 JX0949.The horizontal coordinates were scaled from a topographic map and have
 JX0949.an estimated accuracy of +/- 6 seconds.
 JX0949
 JX0949.The orthometric height was determined by differential leveling
 JX0949.and adjusted by the National Geodetic Survey in June 1991..
 JX0949
 JX0949.The geoid height was determined by GEOID03.
 JX0949
 JX0949.The dynamic height is computed by dividing the NAVD 88
 JX0949.geopotential number by the normal gravity value computed on the
 JX0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0949.degrees latitude (g = 980.6199 gals.).
 JX0949
 JX0949.The modeled gravity was interpolated from observed gravity values.
 JX0949
 JX0949;                    North         East    Units  Estimated Accuracy
 JX0949;SPC WV N     -    79,990.      456,880.      MT  (+/- 180 meters Scaled)
 JX0949
 JX0949                          SUPERSEDED SURVEY CONTROL
 JX0949
 JX0949  NGVD 29 (??/??/92)  205.088  (m)          672.86   (f) ADJ UNCH    2 0
 JX0949
 JX0949.Superseded values are not recommended for survey control.
 JX0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0949.See file dsdata.txt to determine how the superseded data were derived.
 JX0949
 JX0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD864399(NAD 83)
 JX0949_MARKER: DD = SURVEY DISK
 JX0949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0949_SP_SET: BRIDGE
 JX0949_STAMPING: GRAFTON 1903
 JX0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0949
 JX0949  HISTORY     - Date     Condition        Report By
 JX0949  HISTORY     - 1903     MONUMENTED       USGS
 JX0949  HISTORY     - 1957     GOOD             NGS
 JX0949
 JX0949                          STATION DESCRIPTION
 JX0949
 JX0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0949'AT CAIRO.
 JX0949'AT CAIRO, ABOUT 5 RAILS SOUTHWEST ALONG THE BALTIMORE AND OHIO
 JX0949'RAILROAD FROM THE STATION AT CAIRO, IN THE TOP OF THE NORTHWEST
 JX0949'END OF BRIDGE SEAT OF THE NORTHEAST CONCRETE ABUTMENT OF RAILROAD
 JX0949'BRIDGE NO. 36 OVER NORTH FORK OF HUGHES RIVER, 12 FEET NORTHWEST
 JX0949'OF NORTHWEST RAIL, 56 FEET SOUTHWEST OF CENTER OF CROSSING OF
 JX0949'B. AND O. RR AND MAIN STREET, AND 6 1/2 FEET BELOW LEVEL OF
 JX0949'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1875 ***********************************************************************
 HX1875  DESIGNATION -  677
 HX1875  PID         -  HX1875
 HX1875  STATE/COUNTY-  WV/FAYETTE
 HX1875  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1875
 HX1875                         *CURRENT SURVEY CONTROL
 HX1875  ___________________________________________________________________
 HX1875* NAD 83(1986)-  38 09 52.     (N)    081 11 47.     (W)     SCALED    
 HX1875* NAVD 88     -       206.134  (meters)     676.29   (feet)  ADJUSTED  
 HX1875  ___________________________________________________________________
 HX1875  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HX1875  DYNAMIC HT  -         205.987 (meters)     675.81  (feet)  COMP
 HX1875  MODELED GRAV-     979,915.2   (mgal)                       NAVD 88
 HX1875
 HX1875  VERT ORDER  -  FIRST     CLASS II
 HX1875
 HX1875.The horizontal coordinates were scaled from a topographic map and have
 HX1875.an estimated accuracy of +/- 6 seconds.
 HX1875
 HX1875.The orthometric height was determined by differential leveling
 HX1875.and adjusted by the National Geodetic Survey in June 1991..
 HX1875
 HX1875.The geoid height was determined by GEOID03.
 HX1875
 HX1875.The dynamic height is computed by dividing the NAVD 88
 HX1875.geopotential number by the normal gravity value computed on the
 HX1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1875.degrees latitude (g = 980.6199 gals.).
 HX1875
 HX1875.The modeled gravity was interpolated from observed gravity values.
 HX1875
 HX1875;                    North         East    Units  Estimated Accuracy
 HX1875;SPC WV S     -   129,260.      582,790.      MT  (+/- 180 meters Scaled)
 HX1875
 HX1875                          SUPERSEDED SURVEY CONTROL
 HX1875
 HX1875  NGVD 29 (??/??/92)  206.323  (m)          676.91   (f) ADJ UNCH    1 2
 HX1875
 HX1875.Superseded values are not recommended for survey control.
 HX1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1875.See file dsdata.txt to determine how the superseded data were derived.
 HX1875
 HX1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC827240(NAD 83)
 HX1875_MARKER: DD = SURVEY DISK
 HX1875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1875_SP_SET: ABUTMENT
 HX1875_STAMPING: 677 KNWA
 HX1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1875
 HX1875  HISTORY     - Date     Condition        Report By
 HX1875  HISTORY     - UNK      MONUMENTED       USGS
 HX1875  HISTORY     - 1959     GOOD             NGS
 HX1875  HISTORY     - 1961     GOOD             USGS
 HX1875
 HX1875                          STATION DESCRIPTION
 HX1875
 HX1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX1875'AT GAULEY BRIDGE.
 HX1875'AT GAULEY BRIDGE, ALONG THE CUT-OFF CONNECTING THE NEW YORK
 HX1875'CENTRAL RAILROAD WITH THE CHESAPEAKE AND OHIO RAILWAY, 8 RAILS
 HX1875'NORTHWEST OF THE NORTHWEST END OF THE BRIDGE OVER GAULEY RIVER,
 HX1875'SET VERTICALLY IN THE WEST FACE OF THE WEST END OF THE NORTHWEST
 HX1875'ABUTMENT TO THE RAILROAD OVERPASS OVER STATE HIGHWAYS 39 AND 16,
 HX1875'7 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 1/2 FEET WEST OF THE
 HX1875'NORTHWEST END OF THE STEEL STRUCTURE OF BRIDGE, AND ABOUT 3 FEET
 HX1875'BELOW THE LEVEL OF TRACK.
 HX1875
 HX1875                          STATION RECOVERY (1961)
 HX1875
 HX1875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HX1875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2094 ***********************************************************************
 HX2094  DESIGNATION -  679
 HX2094  PID         -  HX2094
 HX2094  STATE/COUNTY-  WV/BOONE
 HX2094  USGS QUAD   -  MADISON (1976)
 HX2094
 HX2094                         *CURRENT SURVEY CONTROL
 HX2094  ___________________________________________________________________
 HX2094* NAD 83(1986)-  38 05 26.     (N)    081 51 12.     (W)     SCALED    
 HX2094* NAVD 88     -       206.460  (meters)     677.36   (feet)  ADJUSTED  
 HX2094  ___________________________________________________________________
 HX2094  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HX2094  DYNAMIC HT  -         206.312 (meters)     676.88  (feet)  COMP
 HX2094  MODELED GRAV-     979,905.8   (mgal)                       NAVD 88
 HX2094
 HX2094  VERT ORDER  -  SECOND    CLASS 0
 HX2094
 HX2094.The horizontal coordinates were scaled from a topographic map and have
 HX2094.an estimated accuracy of +/- 6 seconds.
 HX2094
 HX2094.The orthometric height was determined by differential leveling
 HX2094.and adjusted by the National Geodetic Survey in June 1991..
 HX2094
 HX2094.The geoid height was determined by GEOID03.
 HX2094
 HX2094.The dynamic height is computed by dividing the NAVD 88
 HX2094.geopotential number by the normal gravity value computed on the
 HX2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2094.degrees latitude (g = 980.6199 gals.).
 HX2094
 HX2094.The modeled gravity was interpolated from observed gravity values.
 HX2094
 HX2094;                    North         East    Units  Estimated Accuracy
 HX2094;SPC WV S     -   121,380.      525,150.      MT  (+/- 180 meters Scaled)
 HX2094
 HX2094                          SUPERSEDED SURVEY CONTROL
 HX2094
 HX2094  NGVD 29 (??/??/92)  206.667  (m)          678.04   (f) ADJ UNCH    2 0
 HX2094
 HX2094.Superseded values are not recommended for survey control.
 HX2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2094.See file dsdata.txt to determine how the superseded data were derived.
 HX2094
 HX2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC251162(NAD 83)
 HX2094_MARKER: DD = SURVEY DISK
 HX2094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2094_SP_SET: FOUNDATION
 HX2094_STAMPING: 679 W VA
 HX2094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX2094+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2004
 HX2094
 HX2094  HISTORY     - Date     Condition        Report By
 HX2094  HISTORY     - UNK      MONUMENTED       USGS
 HX2094  HISTORY     - 1958     GOOD             NGS
 HX2094  HISTORY     - 1973     GOOD             LOCENG
 HX2094  HISTORY     - 20040909 GOOD             INDIV
 HX2094
 HX2094                          STATION DESCRIPTION
 HX2094
 HX2094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2094'1.4 MI N FROM DANVILLE.
 HX2094'ABOUT 1.4 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2094'FROM THE STATION AT DANVILLE, AT HOPKINS, 0.2 MILE NORTHWEST
 HX2094'OF MILE POST 34, 95 FEET WEST OF THE WEST RAIL, 60 1/2 FEET WEST
 HX2094'OF A WIRE FENCE, AT THE SOUTHEAST CORNER OF CELLAR HOUSE, IN
 HX2094'TOP OF THE STONE FOUNDATION AND LEVEL WITH THE TOP STEP OF FOUR
 HX2094'STEPS, ABOUT 1 FOOT WEST OF THE SOUTHEAST CORNER OF WOODEN TOP
 HX2094'OF CELLAR, 50 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A TWO
 HX2094'STORY BRICK FARMHOUSE, AND ABOUT 10 FEET BELOW THE LEVEL OF THE
 HX2094'TRACK.
 HX2094
 HX2094                          STATION RECOVERY (1973)
 HX2094
 HX2094'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2094'RECOVERED IN GOOD CONDITION.
 HX2094
 HX2094                          STATION RECOVERY (2004)
 HX2094
 HX2094'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRM)
 HX2094'RECOVER AS DESCRIBED, CANNOT READ 679 ON DISK
 HX2094'IN FAIR CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2927 ***********************************************************************
 JV2927  DESIGNATION -  68 BORR
 JV2927  PID         -  JV2927
 JV2927  STATE/COUNTY-  WV/BERKELEY
 JV2927  USGS QUAD   -  MARTINSBURG (1979)
 JV2927
 JV2927                         *CURRENT SURVEY CONTROL
 JV2927  ___________________________________________________________________
 JV2927* NAD 83(1986)-  39 23 58.     (N)    077 53 07.     (W)     SCALED    
 JV2927* NAVD 88     -       160.90   (+/-2cm)     527.9    (feet)  VERTCON   
 JV2927  ___________________________________________________________________
 JV2927  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JV2927
 JV2927  VERT ORDER  -  ? (See Below)
 JV2927
 JV2927.The horizontal coordinates were scaled from a topographic map and have
 JV2927.an estimated accuracy of +/- 6 seconds.
 JV2927
 JV2927.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV2927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV2927.The vertical order pertains to the NGVD 29 superseded value.
 JV2927
 JV2927.The geoid height was determined by GEOID03.
 JV2927
 JV2927;                    North         East    Units  Estimated Accuracy
 JV2927;SPC WV N     -   101,100.      739,070.      MT  (+/- 180 meters Scaled)
 JV2927
 JV2927                          SUPERSEDED SURVEY CONTROL
 JV2927
 JV2927  NGVD 29 (??/??/??)  161.074  (m)          528.46   (f) ADJUSTED    ?  
 JV2927
 JV2927.Superseded values are not recommended for survey control.
 JV2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2927.See file dsdata.txt to determine how the superseded data were derived.
 JV2927
 JV2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ515650(NAD 83)
 JV2927_MARKER: Z = SEE DESCRIPTION
 JV2927_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV2927_SP_SET: RAIL
 JV2927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2927
 JV2927  HISTORY     - Date     Condition        Report By
 JV2927  HISTORY     - UNK      MONUMENTED       BORR
 JV2927  HISTORY     - 1934     GOOD             CGS
 JV2927  HISTORY     - 1983     MARK NOT FOUND   NGS
 JV2927
 JV2927                          STATION DESCRIPTION
 JV2927
 JV2927'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JV2927'1.2 MI N FROM KEARNEYSVILLE.
 JV2927'IN BERKELEY COUNTY, ABOUT 1-1/4 MILES NORTH ALONG THE BALTIMORE
 JV2927'AND OHIO RAILROAD FROM KEARNEYSVILLE, JEFFERSON COUNTY, OPPOSITE
 JV2927'MILEPOST B 93.  THE TOP OF A RAIL SET VERTICALLY BETWEEN THE
 JV2927'TRACKS.
 JV2927
 JV2927                          STATION RECOVERY (1983)
 JV2927
 JV2927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0943 ***********************************************************************
 JX0943  DESIGNATION -  681
 JX0943  PID         -  JX0943
 JX0943  STATE/COUNTY-  WV/RITCHIE
 JX0943  USGS QUAD   -  HARRISVILLE (1975)
 JX0943
 JX0943                         *CURRENT SURVEY CONTROL
 JX0943  ___________________________________________________________________
 JX0943* NAD 83(1986)-  39 13 33.     (N)    081 07 14.     (W)     SCALED    
 JX0943* NAVD 88     -       207.336  (meters)     680.23   (feet)  ADJUSTED  
 JX0943  ___________________________________________________________________
 JX0943  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX0943  DYNAMIC HT  -         207.207 (meters)     679.81  (feet)  COMP
 JX0943  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 JX0943
 JX0943  VERT ORDER  -  FIRST     CLASS II
 JX0943
 JX0943.The horizontal coordinates were scaled from a topographic map and have
 JX0943.an estimated accuracy of +/- 6 seconds.
 JX0943
 JX0943.The orthometric height was determined by differential leveling
 JX0943.and adjusted by the National Geodetic Survey in June 1991..
 JX0943
 JX0943.The geoid height was determined by GEOID03.
 JX0943
 JX0943.The dynamic height is computed by dividing the NAVD 88
 JX0943.geopotential number by the normal gravity value computed on the
 JX0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0943.degrees latitude (g = 980.6199 gals.).
 JX0943
 JX0943.The modeled gravity was interpolated from observed gravity values.
 JX0943
 JX0943;                    North         East    Units  Estimated Accuracy
 JX0943;SPC WV N     -    81,840.      460,080.      MT  (+/- 180 meters Scaled)
 JX0943
 JX0943                          SUPERSEDED SURVEY CONTROL
 JX0943
 JX0943  NGVD 29 (??/??/92)  207.515  (m)          680.82   (f) ADJ UNCH    1 2
 JX0943
 JX0943.Superseded values are not recommended for survey control.
 JX0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0943.See file dsdata.txt to determine how the superseded data were derived.
 JX0943
 JX0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD895418(NAD 83)
 JX0943_MARKER: DD = SURVEY DISK
 JX0943_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0943_SP_SET: BRIDGE
 JX0943_STAMPING: 681 GRAFTON 1903
 JX0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0943
 JX0943  HISTORY     - Date     Condition        Report By
 JX0943  HISTORY     - 1903     MONUMENTED       USGS
 JX0943  HISTORY     - 1943     GOOD             NGS
 JX0943
 JX0943                          STATION DESCRIPTION
 JX0943
 JX0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0943'AT CORNWALLIS.
 JX0943'AT CORNWALLIS, RITCHIE COUNTY, ABOUT 350 FEET SOUTHWEST ALONG
 JX0943'THE BALTIMORE AND OHIO RAILROAD FROM THE STATION, AT BRIDGE 32,
 JX0943'IN THE BRIDGE SEAT AT THE NORTHEAST END OF THE NORTHEAST ABUTMENT,
 JX0943'18 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 6
 JX0943'FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 JX0943'STANDARD DISK, STAMPED 681 GRAFTON 1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2259 ***********************************************************************
 GX2259  DESIGNATION -  683
 GX2259  PID         -  GX2259
 GX2259  STATE/COUNTY-  WV/LOGAN
 GX2259  USGS QUAD   -  LOGAN (1989)
 GX2259
 GX2259                         *CURRENT SURVEY CONTROL
 GX2259  ___________________________________________________________________
 GX2259* NAD 83(1986)-  37 50 48.     (N)    081 59 30.     (W)     SCALED    
 GX2259* NAVD 88     -       207.253  (meters)     679.96   (feet)  ADJUSTED  
 GX2259  ___________________________________________________________________
 GX2259  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GX2259  DYNAMIC HT  -         207.103 (meters)     679.47  (feet)  COMP
 GX2259  MODELED GRAV-     979,901.1   (mgal)                       NAVD 88
 GX2259
 GX2259  VERT ORDER  -  SECOND    CLASS 0
 GX2259
 GX2259.The horizontal coordinates were scaled from a topographic map and have
 GX2259.an estimated accuracy of +/- 6 seconds.
 GX2259
 GX2259.The orthometric height was determined by differential leveling
 GX2259.and adjusted by the National Geodetic Survey in June 1991..
 GX2259
 GX2259.The geoid height was determined by GEOID03.
 GX2259
 GX2259.The dynamic height is computed by dividing the NAVD 88
 GX2259.geopotential number by the normal gravity value computed on the
 GX2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2259.degrees latitude (g = 980.6199 gals.).
 GX2259
 GX2259.The modeled gravity was interpolated from observed gravity values.
 GX2259
 GX2259;                    North         East    Units  Estimated Accuracy
 GX2259;SPC WV S     -    94,440.      512,730.      MT  (+/- 180 meters Scaled)
 GX2259
 GX2259                          SUPERSEDED SURVEY CONTROL
 GX2259
 GX2259  NGVD 29 (??/??/92)  207.475  (m)          680.69   (f) ADJ UNCH    2 0
 GX2259
 GX2259.Superseded values are not recommended for survey control.
 GX2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2259.See file dsdata.txt to determine how the superseded data were derived.
 GX2259
 GX2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB127892(NAD 83)
 GX2259_MARKER: DB = BENCH MARK DISK
 GX2259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2259_SP_SET: BUILDING
 GX2259_STAMPING: 683
 GX2259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2259
 GX2259  HISTORY     - Date     Condition        Report By
 GX2259  HISTORY     - UNK      MONUMENTED       USGS
 GX2259  HISTORY     - 1957     GOOD             NGS
 GX2259
 GX2259                          STATION DESCRIPTION
 GX2259
 GX2259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2259'AT LOGAN.
 GX2259'AT LOGAN, AT THE COURT HOUSE, SET VERTICALLY IN WEST STONE
 GX2259'FACE OF THE FRONT PORCH OF WEST ENTRANCE TO COURT HOUSE, 74 1/2
 GX2259'FEET SOUTH OF SOUTH CURB LINE OF STRATTON STREET, 30 1/2 FEET
 GX2259'EAST OF EAST CURB LINE OF A STREET PASSING ON WEST SIDE OF COURT
 GX2259'HOUSE, 2 1/2 FEET NORTH OF SOUTHWEST CORNER OF PORCH AND ABOUT
 GX2259'2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1713 ***********************************************************************
 HX1713  DESIGNATION -  684
 HX1713  PID         -  HX1713
 HX1713  STATE/COUNTY-  WV/ROANE
 HX1713  USGS QUAD   -  REEDY (1975)
 HX1713
 HX1713                         *CURRENT SURVEY CONTROL
 HX1713  ___________________________________________________________________
 HX1713* NAD 83(1986)-  38 53 10.     (N)    081 24 37.     (W)     SCALED    
 HX1713* NAVD 88     -       208.242  (meters)     683.21   (feet)  ADJUSTED  
 HX1713  ___________________________________________________________________
 HX1713  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HX1713  DYNAMIC HT  -         208.106 (meters)     682.76  (feet)  COMP
 HX1713  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 HX1713
 HX1713  VERT ORDER  -  SECOND    CLASS 0
 HX1713
 HX1713.The horizontal coordinates were scaled from a topographic map and have
 HX1713.an estimated accuracy of +/- 6 seconds.
 HX1713
 HX1713.The orthometric height was determined by differential leveling
 HX1713.and adjusted by the National Geodetic Survey in June 1991..
 HX1713
 HX1713.The geoid height was determined by GEOID03.
 HX1713
 HX1713.The dynamic height is computed by dividing the NAVD 88
 HX1713.geopotential number by the normal gravity value computed on the
 HX1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1713.degrees latitude (g = 980.6199 gals.).
 HX1713
 HX1713.The modeled gravity was interpolated from observed gravity values.
 HX1713
 HX1713;                    North         East    Units  Estimated Accuracy
 HX1713;SPC WV S     -   209,420.      564,400.      MT  (+/- 180 meters Scaled)
 HX1713
 HX1713                          SUPERSEDED SURVEY CONTROL
 HX1713
 HX1713  NGVD 29 (??/??/92)  208.397  (m)          683.72   (f) ADJ UNCH    2 0
 HX1713
 HX1713.Superseded values are not recommended for survey control.
 HX1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1713.See file dsdata.txt to determine how the superseded data were derived.
 HX1713
 HX1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD644042(NAD 83)
 HX1713_MARKER: DD = SURVEY DISK
 HX1713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1713_SP_SET: CULVERT
 HX1713_STAMPING: 684
 HX1713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1713
 HX1713  HISTORY     - Date     Condition        Report By
 HX1713  HISTORY     - UNK      MONUMENTED       USGS
 HX1713  HISTORY     - 1933     GOOD             NGS
 HX1713
 HX1713                          STATION DESCRIPTION
 HX1713
 HX1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX1713'1.6 MI S FROM REEDY.
 HX1713'1.6 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 HX1713'REEDY, ROANE COUNTY, ON THE BALTIMORE AND OHIO RAILROAD, ABOUT
 HX1713'110 YARDS WEST OF A SWIMMING HOLE IN A CREEK, AT A MASONRY
 HX1713'CULVERT, IN THE TOP OF THE NORTH END OF THE WEST HEADWALL, 5
 HX1713'YARDS WEST OF THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN
 HX1713'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HX1713'STAMPED 684.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0229 ***********************************************************************
 GY0229  DESIGNATION -  689
 GY0229  PID         -  GY0229
 GY0229  STATE/COUNTY-  WV/LOGAN
 GY0229  USGS QUAD   -  HOLDEN (1989)
 GY0229
 GY0229                         *CURRENT SURVEY CONTROL
 GY0229  ___________________________________________________________________
 GY0229* NAD 83(1986)-  37 49 55.     (N)    082 02 02.     (W)     SCALED    
 GY0229* NAVD 88     -       209.959  (meters)     688.84   (feet)  ADJUSTED  
 GY0229  ___________________________________________________________________
 GY0229  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GY0229  DYNAMIC HT  -         209.806 (meters)     688.34  (feet)  COMP
 GY0229  MODELED GRAV-     979,893.9   (mgal)                       NAVD 88
 GY0229
 GY0229  VERT ORDER  -  SECOND    CLASS 0
 GY0229
 GY0229.The horizontal coordinates were scaled from a topographic map and have
 GY0229.an estimated accuracy of +/- 6 seconds.
 GY0229
 GY0229.The orthometric height was determined by differential leveling
 GY0229.and adjusted by the National Geodetic Survey in June 1991..
 GY0229
 GY0229.The geoid height was determined by GEOID03.
 GY0229
 GY0229.The dynamic height is computed by dividing the NAVD 88
 GY0229.geopotential number by the normal gravity value computed on the
 GY0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0229.degrees latitude (g = 980.6199 gals.).
 GY0229
 GY0229.The modeled gravity was interpolated from observed gravity values.
 GY0229
 GY0229;                    North         East    Units  Estimated Accuracy
 GY0229;SPC WV S     -    92,840.      508,990.      MT  (+/- 180 meters Scaled)
 GY0229
 GY0229                          SUPERSEDED SURVEY CONTROL
 GY0229
 GY0229  NGVD 29 (??/??/92)  210.178  (m)          689.56   (f) ADJ UNCH    2 0
 GY0229
 GY0229.Superseded values are not recommended for survey control.
 GY0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0229.See file dsdata.txt to determine how the superseded data were derived.
 GY0229
 GY0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB090876(NAD 83)
 GY0229_MARKER: DD = SURVEY DISK
 GY0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0229_SP_SET: BRIDGE
 GY0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0229
 GY0229  HISTORY     - Date     Condition        Report By
 GY0229  HISTORY     - UNK      MONUMENTED       USGS
 GY0229  HISTORY     - 1957     GOOD             NGS
 GY0229
 GY0229                          STATION DESCRIPTION
 GY0229
 GY0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0229'1.6 MI W FROM MT GAY.
 GY0229'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 65 FROM THE BRIDGE
 GY0229'OVER TRACE FORK AT MT. GAY, ABOUT 1.75 MILE EAST OF CENTRAL SCHOOL
 GY0229'AT HOLDEN, AT WHITMAN JUNCTION ON THE CHESAPEAKE AND OHIO RAILWAY,
 GY0229'IN THE TOP OF SOUTH END OF BRIDGE SEAT OF WEST STONE ABUTMENT OF
 GY0229'RAILROAD BRIDGE NO. 27 OVER TRACE FORK, 7 1/2 FEET SOUTH OF SOUTH
 GY0229'RAIL, 123 FEET EAST OF CENTER OF CROSSING OF TRACK AND A BLACK
 GY0229'TOP ROAD SOUTH TO WHITMAN, ABOUT 50 YARDS SOUTH OF HIGHWAY 65,
 GY0229'4 1/2 FEET NORTH OF SOUTH END OF BRIDGE SEAT AND 4 FEET BELOW
 GY0229'LEVEL OF TRACK.  NOTE-- UNABLE TO MAKE OUT STAMPING ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0732 ***********************************************************************
 JX0732  DESIGNATION -  690 USGS
 JX0732  PID         -  JX0732
 JX0732  STATE/COUNTY-  WV/MARSHALL
 JX0732  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0732
 JX0732                         *CURRENT SURVEY CONTROL
 JX0732  ___________________________________________________________________
 JX0732* NAD 83(1986)-  39 55 08.     (N)    080 44 44.     (W)     SCALED    
 JX0732* NAVD 88     -       209.979  (meters)     688.91   (feet)  ADJUSTED  
 JX0732  ___________________________________________________________________
 JX0732  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX0732  DYNAMIC HT  -         209.862 (meters)     688.52  (feet)  COMP
 JX0732  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 JX0732
 JX0732  VERT ORDER  -  FIRST     CLASS II
 JX0732
 JX0732.The horizontal coordinates were scaled from a topographic map and have
 JX0732.an estimated accuracy of +/- 6 seconds.
 JX0732
 JX0732.The orthometric height was determined by differential leveling
 JX0732.and adjusted by the National Geodetic Survey in June 1991..
 JX0732
 JX0732.The geoid height was determined by GEOID03.
 JX0732
 JX0732.The dynamic height is computed by dividing the NAVD 88
 JX0732.geopotential number by the normal gravity value computed on the
 JX0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0732.degrees latitude (g = 980.6199 gals.).
 JX0732
 JX0732.The modeled gravity was interpolated from observed gravity values.
 JX0732
 JX0732;                    North         East    Units  Estimated Accuracy
 JX0732;SPC WV N     -   158,260.      493,520.      MT  (+/- 180 meters Scaled)
 JX0732
 JX0732                          SUPERSEDED SURVEY CONTROL
 JX0732
 JX0732  NGVD 29 (??/??/92)  210.146  (m)          689.45   (f) ADJ UNCH    1 2
 JX0732
 JX0732.Superseded values are not recommended for survey control.
 JX0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0732.See file dsdata.txt to determine how the superseded data were derived.
 JX0732
 JX0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE217187(NAD 83)
 JX0732_MARKER: DD = SURVEY DISK
 JX0732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0732_SP_SET: BUILDING
 JX0732_STAMPING: 690 GRAFTON
 JX0732_MARK LOGO: USGS  
 JX0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX0732+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 JX0732
 JX0732  HISTORY     - Date     Condition        Report By
 JX0732  HISTORY     - UNK      MONUMENTED       USGS
 JX0732  HISTORY     - 1957     GOOD             NGS
 JX0732  HISTORY     - 1983     GOOD             NGS
 JX0732  HISTORY     - 20040615 GOOD             T3GLOB
 JX0732  HISTORY     - 20050818 GOOD             GEOCAC
 JX0732
 JX0732                          STATION DESCRIPTION
 JX0732
 JX0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0732'AT MOUNDSVILLE.
 JX0732'AT MOUNDSVILLE, ABOUT 1 BLOCK EAST ALONG 7TH STREET FROM THE
 JX0732'POST OFFICE, AT THE COURT HOUSE, SET VERTICALLY IN THE SOUTH
 JX0732'FACE OF THE STONE MASONRY FOUNDATION OF COURT HOUSE BUILDING,
 JX0732'13 FEET EAST OF NORTHEAST CORNER OF PORCH, 1.7 FEET WEST OF
 JX0732'SOUTHEAST CORNER OF MAIN PART OF BUILDING AND 1 FOOT ABOVE GROUND.
 JX0732
 JX0732                          STATION RECOVERY (1983)
 JX0732
 JX0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0732'RECOVERED IN GOOD CONDITION.  THE MAY 1957 DESCRIPTION IS ADEQUATE
 JX0732'EXCEPT THAT THE DISK IS STAMPED 690 GRAFTON WEST VIRGINIA.
 JX0732
 JX0732                          STATION RECOVERY (2004)
 JX0732
 JX0732'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2004 (BAW)
 JX0732'RECOVERED IN GOOD CONDITION.
 JX0732
 JX0732                          STATION RECOVERY (2005)
 JX0732
 JX0732'RECOVERY NOTE BY GEOCACHING 2005 (WPE)
 JX0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0303 ***********************************************************************
 HY0303  DESIGNATION -  69+00
 HY0303  PID         -  HY0303
 HY0303  STATE/COUNTY-  WV/MASON
 HY0303  USGS QUAD   -  GALLIPOLIS (1983)
 HY0303
 HY0303                         *CURRENT SURVEY CONTROL
 HY0303  ___________________________________________________________________
 HY0303* NAD 83(1986)-  38 50 40.     (N)    082 08 03.     (W)     SCALED    
 HY0303* NAVD 88     -       184.23   (+/-2cm)     604.4    (feet)  VERTCON   
 HY0303  ___________________________________________________________________
 HY0303  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HY0303
 HY0303  VERT ORDER  -  ? (See Below)
 HY0303
 HY0303.The horizontal coordinates were scaled from a topographic map and have
 HY0303.an estimated accuracy of +/- 6 seconds.
 HY0303
 HY0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY0303.The vertical order pertains to the NGVD 29 superseded value.
 HY0303
 HY0303.The geoid height was determined by GEOID03.
 HY0303
 HY0303;                    North         East    Units  Estimated Accuracy
 HY0303;SPC WV S     -   205,320.      501,540.      MT  (+/- 180 meters Scaled)
 HY0303
 HY0303                          SUPERSEDED SURVEY CONTROL
 HY0303
 HY0303  NGVD 29 (??/??/92)  184.424  (m)          605.06   (f) ADJ UNCH    ?  
 HY0303
 HY0303.Superseded values are not recommended for survey control.
 HY0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0303.See file dsdata.txt to determine how the superseded data were derived.
 HY0303
 HY0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD015001(NAD 83)
 HY0303_MARKER: Z = SEE DESCRIPTION
 HY0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0303_SP_SET: VERTICAL RAIL
 HY0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0303
 HY0303  HISTORY     - Date     Condition        Report By
 HY0303  HISTORY     - UNK      MONUMENTED       USGS
 HY0303  HISTORY     - 1935     GOOD             NGS
 HY0303
 HY0303                          STATION DESCRIPTION
 HY0303
 HY0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0303'AT POINT PLEASANT.
 HY0303'AT POINT PLEASANT, MASON COUNTY, ON THE NEW YORK CENTRAL
 HY0303'RAILROAD, AT MILEPOST COR 69, AND SOUTHWEST OF THE TRACK.  THE
 HY0303'TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0721 ***********************************************************************
 JX0721  DESIGNATION -  691
 JX0721  PID         -  JX0721
 JX0721  STATE/COUNTY-  WV/MARSHALL
 JX0721  USGS QUAD   -  GLEN EASTON (1976)
 JX0721
 JX0721                         *CURRENT SURVEY CONTROL
 JX0721  ___________________________________________________________________
 JX0721* NAD 83(1986)-  39 47 14.     (N)    080 43 17.     (W)     SCALED    
 JX0721* NAVD 88     -       210.426  (meters)     690.37   (feet)  ADJUSTED  
 JX0721  ___________________________________________________________________
 JX0721  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JX0721  DYNAMIC HT  -         210.308 (meters)     689.99  (feet)  COMP
 JX0721  MODELED GRAV-     980,059.0   (mgal)                       NAVD 88
 JX0721
 JX0721  VERT ORDER  -  SECOND    CLASS 0
 JX0721
 JX0721.The horizontal coordinates were scaled from a topographic map and have
 JX0721.an estimated accuracy of +/- 6 seconds.
 JX0721
 JX0721.The orthometric height was determined by differential leveling
 JX0721.and adjusted by the National Geodetic Survey in June 1991..
 JX0721
 JX0721.The geoid height was determined by GEOID03.
 JX0721
 JX0721.The dynamic height is computed by dividing the NAVD 88
 JX0721.geopotential number by the normal gravity value computed on the
 JX0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0721.degrees latitude (g = 980.6199 gals.).
 JX0721
 JX0721.The modeled gravity was interpolated from observed gravity values.
 JX0721
 JX0721;                    North         East    Units  Estimated Accuracy
 JX0721;SPC WV N     -   143,620.      495,390.      MT  (+/- 180 meters Scaled)
 JX0721
 JX0721                          SUPERSEDED SURVEY CONTROL
 JX0721
 JX0721  NGVD 29 (??/??/92)  210.573  (m)          690.85   (f) ADJ UNCH    2 0
 JX0721
 JX0721.Superseded values are not recommended for survey control.
 JX0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0721.See file dsdata.txt to determine how the superseded data were derived.
 JX0721
 JX0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE238041(NAD 83)
 JX0721_MARKER: DD = SURVEY DISK
 JX0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0721_SP_SET: BUILDING
 JX0721_STAMPING: 691 GRAFTON
 JX0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0721
 JX0721  HISTORY     - Date     Condition        Report By
 JX0721  HISTORY     - UNK      MONUMENTED       USGS
 JX0721  HISTORY     - 1957     GOOD             NGS
 JX0721
 JX0721                          STATION DESCRIPTION
 JX0721
 JX0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0721'2.9 MI NW FROM LYNN CAMP.
 JX0721'ABOUT 0.45 MILE NORTH ALONG A BLACK TOP ROAD FROM THE METHODIST
 JX0721'CHURCH AT LYNN CAMP, THENCE ABOUT 2.45 MILES NORTHWEST ALONG A
 JX0721'GRAVEL ROAD FOLLOWING FISH CREEK, AT MEIGHEN, AT THE FIRST
 JX0721'HOUSE WEST OF FORD ACROSS LOWER BOWMAN RUN, SET VERTICALLY IN THE
 JX0721'SOUTHEAST FACE OF FOUNDATION OF HOUSE AND UNDER THE FRONT PORCH
 JX0721'OF HOUSE, IN THE SOUTH CORNER OF ORIGINIAL FOUNDATION OF HOUSE,
 JX0721'2.3 FEET BELOW LIGHT METER 29 FEET NORTHWEST OF CENTER LINE OF
 JX0721'DRIVE TO HOUSE AND ABOUT 6 FEET ABOVE LEVEL OF DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0791 ***********************************************************************
 JX0791  DESIGNATION -  7 RJH
 JX0791  PID         -  JX0791
 JX0791  STATE/COUNTY-  WV/MARSHALL
 JX0791  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0791
 JX0791                         *CURRENT SURVEY CONTROL
 JX0791  ___________________________________________________________________
 JX0791* NAD 83(1986)-  39 59 39.     (N)    080 38 03.     (W)     SCALED    
 JX0791* NAVD 88     -       228.464  (meters)     749.55   (feet)  ADJUSTED  
 JX0791  ___________________________________________________________________
 JX0791  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JX0791  DYNAMIC HT  -         228.330 (meters)     749.11  (feet)  COMP
 JX0791  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 JX0791
 JX0791  VERT ORDER  -  SECOND    CLASS 0
 JX0791
 JX0791.The horizontal coordinates were scaled from a topographic map and have
 JX0791.an estimated accuracy of +/- 6 seconds.
 JX0791
 JX0791.The orthometric height was determined by differential leveling
 JX0791.and adjusted by the National Geodetic Survey in June 1991..
 JX0791
 JX0791.The geoid height was determined by GEOID03.
 JX0791
 JX0791.The dynamic height is computed by dividing the NAVD 88
 JX0791.geopotential number by the normal gravity value computed on the
 JX0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0791.degrees latitude (g = 980.6199 gals.).
 JX0791
 JX0791.The modeled gravity was interpolated from observed gravity values.
 JX0791
 JX0791;                    North         East    Units  Estimated Accuracy
 JX0791;SPC WV N     -   166,490.      503,150.      MT  (+/- 180 meters Scaled)
 JX0791
 JX0791                          SUPERSEDED SURVEY CONTROL
 JX0791
 JX0791  NGVD 29 (??/??/92)  228.609  (m)          750.03   (f) ADJ UNCH    2 0
 JX0791
 JX0791.Superseded values are not recommended for survey control.
 JX0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0791.See file dsdata.txt to determine how the superseded data were derived.
 JX0791
 JX0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE312271(NAD 83)
 JX0791_MARKER: DD = SURVEY DISK
 JX0791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0791_SP_SET: BRIDGE
 JX0791_STAMPING: 750 TT 7 RJH 1957
 JX0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0791
 JX0791  HISTORY     - Date     Condition        Report By
 JX0791  HISTORY     - 1957     MONUMENTED       USGS
 JX0791  HISTORY     - 1957     GOOD             NGS
 JX0791  HISTORY     - 1983     GOOD             NGS
 JX0791
 JX0791                          STATION DESCRIPTION
 JX0791
 JX0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0791'5 MI S FROM ELM GROVE.
 JX0791'ABOUT 5.0 MILES SOUTH ALONG A BLACK TOP ROAD FOLLOWING WHEELING
 JX0791'CREEK FROM THE PUBLIC SCHOOL AT ELM GROVE, IN THE TOP OF THE
 JX0791'NORTHEAST END OF THE BACK WALL OF THE SOUTHEAST CONCRETE ABUTMENT
 JX0791'OF AN OLD (1886) STEEL BRIDGE OVER WHEELING CREEK, 10 FEET
 JX0791'NORTHEAST OF CENTER LINE OF ROAD, 2 1/2 FEET NORTHEAST OF STEEL
 JX0791'BANISTER AND ABOUT LEVEL WITH ROAD.
 JX0791
 JX0791                          STATION RECOVERY (1983)
 JX0791
 JX0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1258 ***********************************************************************
 JX1258  DESIGNATION -  700
 JX1258  PID         -  JX1258
 JX1258  STATE/COUNTY-  WV/WOOD
 JX1258  USGS QUAD   -  ROCKPORT (1975)
 JX1258
 JX1258                         *CURRENT SURVEY CONTROL
 JX1258  ___________________________________________________________________
 JX1258* NAD 83(1986)-  39 04 36.     (N)    081 33 10.     (W)     SCALED    
 JX1258* NAVD 88     -       213.224  (meters)     699.55   (feet)  ADJUSTED  
 JX1258  ___________________________________________________________________
 JX1258  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JX1258  DYNAMIC HT  -         213.089 (meters)     699.11  (feet)  COMP
 JX1258  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JX1258
 JX1258  VERT ORDER  -  SECOND    CLASS 0
 JX1258
 JX1258.The horizontal coordinates were scaled from a topographic map and have
 JX1258.an estimated accuracy of +/- 6 seconds.
 JX1258
 JX1258.The orthometric height was determined by differential leveling
 JX1258.and adjusted by the National Geodetic Survey in June 1991..
 JX1258
 JX1258.The geoid height was determined by GEOID03.
 JX1258
 JX1258.The dynamic height is computed by dividing the NAVD 88
 JX1258.geopotential number by the normal gravity value computed on the
 JX1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1258.degrees latitude (g = 980.6199 gals.).
 JX1258
 JX1258.The modeled gravity was interpolated from observed gravity values.
 JX1258
 JX1258;                    North         East    Units  Estimated Accuracy
 JX1258;SPC WV N     -    66,050.      422,390.      MT  (+/- 180 meters Scaled)
 JX1258
 JX1258                          SUPERSEDED SURVEY CONTROL
 JX1258
 JX1258  NGVD 29 (??/??/92)  213.415  (m)          700.18   (f) ADJ UNCH    2 0
 JX1258
 JX1258.Superseded values are not recommended for survey control.
 JX1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1258.See file dsdata.txt to determine how the superseded data were derived.
 JX1258
 JX1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD521254(NAD 83)
 JX1258_MARKER: DD = SURVEY DISK
 JX1258_SETTING: 66 = SET IN ROCK OUTCROP
 JX1258_SP_SET: ROCK OUTCROP
 JX1258_STAMPING: 700 GRAFTON 1903
 JX1258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1258+STABILITY: POSITION/ELEVATION WELL
 JX1258
 JX1258  HISTORY     - Date     Condition        Report By
 JX1258  HISTORY     - 1903     MONUMENTED       USGS
 JX1258  HISTORY     - 1956     GOOD             NGS
 JX1258
 JX1258                          STATION DESCRIPTION
 JX1258
 JX1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1258'AT ROCKPORT.
 JX1258'AT ROCKPORT, ALONG U.S. HIGHWAY 21, 41 FEET WEST-NORTHWEST OF
 JX1258'CENTER LINE OF HIGHWAY, 94 FEET WEST-NORTHWEST AND ACROSS HIGHWAY
 JX1258'FROM SOUTHWEST CORNER OF ROCKPORT SCHOOL, 44 FEET NORTH OF NORTH
 JX1258'END OF WEST CONCRETE BANISTER OF HIGHWAY BRIDGE OVER ROCK CAMP
 JX1258'RUN, 18 1/2 FEET NORTHEAST OF A TELEPHONE POLE, A U.S.G.S. DISK
 JX1258'SET IN THE TOP OF THE LOW SOUTHWEST PART OF A LARGE SLANTING
 JX1258'BRUSH COVERED ROCK OUTCROP AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 JX1258'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1714 ***********************************************************************
 HX1714  DESIGNATION -  701
 HX1714  PID         -  HX1714
 HX1714  STATE/COUNTY-  WV/ROANE
 HX1714  USGS QUAD   -  PENIEL (1957)
 HX1714
 HX1714                         *CURRENT SURVEY CONTROL
 HX1714  ___________________________________________________________________
 HX1714* NAD 83(1986)-  38 51 14.     (N)    081 24 10.     (W)     SCALED    
 HX1714* NAVD 88     -       213.536  (meters)     700.58   (feet)  ADJUSTED  
 HX1714  ___________________________________________________________________
 HX1714  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HX1714  DYNAMIC HT  -         213.396 (meters)     700.12  (feet)  COMP
 HX1714  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 HX1714
 HX1714  VERT ORDER  -  SECOND    CLASS 0
 HX1714
 HX1714.The horizontal coordinates were scaled from a topographic map and have
 HX1714.an estimated accuracy of +/- 6 seconds.
 HX1714
 HX1714.The orthometric height was determined by differential leveling
 HX1714.and adjusted by the National Geodetic Survey in June 1991..
 HX1714
 HX1714.The geoid height was determined by GEOID03.
 HX1714
 HX1714.The dynamic height is computed by dividing the NAVD 88
 HX1714.geopotential number by the normal gravity value computed on the
 HX1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1714.degrees latitude (g = 980.6199 gals.).
 HX1714
 HX1714.The modeled gravity was interpolated from observed gravity values.
 HX1714
 HX1714;                    North         East    Units  Estimated Accuracy
 HX1714;SPC WV S     -   205,840.      565,040.      MT  (+/- 180 meters Scaled)
 HX1714
 HX1714                          SUPERSEDED SURVEY CONTROL
 HX1714
 HX1714  NGVD 29 (??/??/92)  213.694  (m)          701.09   (f) ADJ UNCH    2 0
 HX1714
 HX1714.Superseded values are not recommended for survey control.
 HX1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1714.See file dsdata.txt to determine how the superseded data were derived.
 HX1714
 HX1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD650006(NAD 83)
 HX1714_MARKER: DD = SURVEY DISK
 HX1714_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1714_SP_SET: BRIDGE SEAT
 HX1714_STAMPING: 701
 HX1714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1714
 HX1714  HISTORY     - Date     Condition        Report By
 HX1714  HISTORY     - UNK      MONUMENTED       USGS
 HX1714  HISTORY     - 1933     GOOD             NGS
 HX1714  HISTORY     - 1976     GOOD             NGS
 HX1714
 HX1714                          STATION DESCRIPTION
 HX1714
 HX1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX1714'AT BILLINGS.
 HX1714'AT BILLINGS, ON THE BALTIMORE AND OHIO RAILROAD, ABOUT 24 RAILS
 HX1714'SOUTH OF THE POST OFFICE, 110 YARDS WEST OF THE CENTERLINE OF
 HX1714'STATE HIGHWAY 14, AT A STEEL HIGHWAY BRIDGE OVER A CREEK, IN THE
 HX1714'TOP OF THE SOUTH END OF THE EAST BRIDGE SEAT, AND ABOUT LEVEL
 HX1714'WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HX1714'DISK, STAMPED 701.
 HX1714
 HX1714                          STATION RECOVERY (1976)
 HX1714
 HX1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2963 ***********************************************************************
 KY2963  DESIGNATION -  704 RESET
 KY2963  PID         -  KY2963
 KY2963  STATE/COUNTY-  WV/HANCOCK
 KY2963  USGS QUAD   -  WEIRTON (1994)
 KY2963
 KY2963                         *CURRENT SURVEY CONTROL
 KY2963  ___________________________________________________________________
 KY2963* NAD 83(1986)-  40 27 45.     (N)    080 35 38.     (W)     SCALED    
 KY2963* NAVD 88     -       213.607  (meters)     700.81   (feet)  ADJUSTED  
 KY2963  ___________________________________________________________________
 KY2963  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KY2963  DYNAMIC HT  -         213.497 (meters)     700.45  (feet)  COMP
 KY2963  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 KY2963
 KY2963  VERT ORDER  -  FIRST     CLASS II
 KY2963
 KY2963.The horizontal coordinates were scaled from a topographic map and have
 KY2963.an estimated accuracy of +/- 6 seconds.
 KY2963
 KY2963.The orthometric height was determined by differential leveling
 KY2963.and adjusted by the National Geodetic Survey in June 1991..
 KY2963
 KY2963.The geoid height was determined by GEOID03.
 KY2963
 KY2963.The dynamic height is computed by dividing the NAVD 88
 KY2963.geopotential number by the normal gravity value computed on the
 KY2963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2963.degrees latitude (g = 980.6199 gals.).
 KY2963
 KY2963.The modeled gravity was interpolated from observed gravity values.
 KY2963
 KY2963;                    North         East    Units  Estimated Accuracy
 KY2963;SPC WV N     -   218,450.      507,220.      MT  (+/- 180 meters Scaled)
 KY2963
 KY2963                          SUPERSEDED SURVEY CONTROL
 KY2963
 KY2963.No superseded survey control is available for this station.
 KY2963
 KY2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE344791(NAD 83)
 KY2963_MARKER: DD = SURVEY DISK
 KY2963_SETTING: 0 = UNSPECIFIED SETTING
 KY2963_SP_SET: UNSPECIFIED SHALLOW
 KY2963_STAMPING: 704 RESET 1921
 KY2963_MARK LOGO: USGS  
 KY2963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY2963
 KY2963  HISTORY     - Date     Condition        Report By
 KY2963  HISTORY     - 1921     MONUMENTED       USGS
 KY2963  HISTORY     - 1983     GOOD             NGS
 KY2963
 KY2963                          STATION DESCRIPTION
 KY2963
 KY2963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2963'4.0 KM (2.5 MI) SE FROM NEW CUMBERLAND.
 KY2963'4.0 KM (2.5 MI) SOUTHEAST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 KY2963'IN NEW CUMBERLAND TO THE MARK ON THE LEFT, SET VERTICALLY ON THE
 KY2963'SOUTHEAST SIDE AND IN THE CENTER OF A 0.40-METER (1.3-FT) BY
 KY2963'0.40-METER (1.3-FT) CONCRETE MONUMENT PROJECTING 1.37 METERS (4.5 FT)
 KY2963'ABOVE THE GROUND, 14.02 METERS (46.0 FT) SOUTHEAST OF THE CENTERLINE
 KY2963'OF THE HIGHWAY.
 KY2963'THE MARK IS 3.66 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0959 ***********************************************************************
 JX0959  DESIGNATION -  707
 JX0959  PID         -  JX0959
 JX0959  STATE/COUNTY-  WV/RITCHIE
 JX0959  USGS QUAD   -  CAIRO (1986)
 JX0959
 JX0959                         *CURRENT SURVEY CONTROL
 JX0959  ___________________________________________________________________
 JX0959* NAD 83(1986)-  39 11 18.     (N)    081 14 56.     (W)     SCALED    
 JX0959* NAVD 88     -       215.522  (meters)     707.09   (feet)  ADJUSTED  
 JX0959  ___________________________________________________________________
 JX0959  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JX0959  DYNAMIC HT  -         215.388 (meters)     706.65  (feet)  COMP
 JX0959  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 JX0959
 JX0959  VERT ORDER  -  FIRST     CLASS II
 JX0959
 JX0959.The horizontal coordinates were scaled from a topographic map and have
 JX0959.an estimated accuracy of +/- 6 seconds.
 JX0959
 JX0959.The orthometric height was determined by differential leveling
 JX0959.and adjusted by the National Geodetic Survey in June 1991..
 JX0959
 JX0959.The geoid height was determined by GEOID03.
 JX0959
 JX0959.The dynamic height is computed by dividing the NAVD 88
 JX0959.geopotential number by the normal gravity value computed on the
 JX0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0959.degrees latitude (g = 980.6199 gals.).
 JX0959
 JX0959.The modeled gravity was interpolated from observed gravity values.
 JX0959
 JX0959;                    North         East    Units  Estimated Accuracy
 JX0959;SPC WV N     -    77,890.      448,920.      MT  (+/- 180 meters Scaled)
 JX0959
 JX0959                          SUPERSEDED SURVEY CONTROL
 JX0959
 JX0959  NGVD 29 (??/??/92)  215.701  (m)          707.68   (f) ADJ UNCH    1 2
 JX0959
 JX0959.Superseded values are not recommended for survey control.
 JX0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0959.See file dsdata.txt to determine how the superseded data were derived.
 JX0959
 JX0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD785377(NAD 83)
 JX0959_MARKER: DB = BENCH MARK DISK
 JX0959_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0959_SP_SET: BRIDGE
 JX0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0959
 JX0959  HISTORY     - Date     Condition        Report By
 JX0959  HISTORY     - UNK      MONUMENTED       CGS
 JX0959  HISTORY     - 1943     GOOD             NGS
 JX0959
 JX0959                          STATION DESCRIPTION
 JX0959
 JX0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0959'1.1 MI E FROM PETROLEUM.
 JX0959'1.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0959'STATION AT PETROLEUM, RITCHIE COUNTY, 75 FEET EAST OF THE EAST
 JX0959'END OF TUNNEL 20, AT BRIDGE 38, ON THE TOP OF THE SOUTHEAST
 JX0959'CORNER OF THE WEST STONE ABUTMENT, 9 FEET SOUTH OF THE CENTERLINE
 JX0959'OF THE TRACK, AND ABOUT ONE FOOT LOWER THAN THE TRACK.  THE
 JX0959'SURFACE WITHIN AN OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1927 ***********************************************************************
 HX1927  DESIGNATION -  707
 HX1927  PID         -  HX1927
 HX1927  STATE/COUNTY-  WV/CLAY
 HX1927  USGS QUAD   -  CLAY (1976)
 HX1927
 HX1927                         *CURRENT SURVEY CONTROL
 HX1927  ___________________________________________________________________
 HX1927* NAD 83(1986)-  38 27 42.     (N)    081 04 20.     (W)     SCALED    
 HX1927* NAVD 88     -       215.706  (meters)     707.70   (feet)  ADJUSTED  
 HX1927  ___________________________________________________________________
 HX1927  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HX1927  DYNAMIC HT  -         215.557 (meters)     707.21  (feet)  COMP
 HX1927  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 HX1927
 HX1927  VERT ORDER  -  SECOND    CLASS 0
 HX1927
 HX1927.The horizontal coordinates were scaled from a topographic map and have
 HX1927.an estimated accuracy of +/- 6 seconds.
 HX1927
 HX1927.The orthometric height was determined by differential leveling
 HX1927.and adjusted by the National Geodetic Survey in June 1991..
 HX1927
 HX1927.The geoid height was determined by GEOID03.
 HX1927
 HX1927.The dynamic height is computed by dividing the NAVD 88
 HX1927.geopotential number by the normal gravity value computed on the
 HX1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1927.degrees latitude (g = 980.6199 gals.).
 HX1927
 HX1927.The modeled gravity was interpolated from observed gravity values.
 HX1927
 HX1927;                    North         East    Units  Estimated Accuracy
 HX1927;SPC WV S     -   162,230.      593,700.      MT  (+/- 180 meters Scaled)
 HX1927
 HX1927                          SUPERSEDED SURVEY CONTROL
 HX1927
 HX1927  NGVD 29 (??/??/92)  215.888  (m)          708.29   (f) ADJ UNCH    2 0
 HX1927
 HX1927.Superseded values are not recommended for survey control.
 HX1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1927.See file dsdata.txt to determine how the superseded data were derived.
 HX1927
 HX1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC936570(NAD 83)
 HX1927_MARKER: Q = CHISELED SQUARE
 HX1927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1927_SP_SET: PIER
 HX1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1927
 HX1927  HISTORY     - Date     Condition        Report By
 HX1927  HISTORY     - UNK      MONUMENTED       USGS
 HX1927  HISTORY     - 1934     GOOD             NGS
 HX1927
 HX1927                          STATION DESCRIPTION
 HX1927
 HX1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1927'AT DUNDON.
 HX1927'AT DUNDON, 17 RAILS WEST OF THE WEST END OF THE BALTIMORE AND OHIO
 HX1927'RAILROAD STATION, AT BRIDGE 519 OVER BUFFALO CREEK, IN THE TOP
 HX1927'OF THE NORTH END OF THE EAST PIER, 10 FEET NORTH OF THE CENTERLINE
 HX1927'OF THE TRACK, AND 5 FEET LOWER THAN THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0337 ***********************************************************************
 JX0337  DESIGNATION -  709 RESET 1939
 JX0337  PID         -  JX0337
 JX0337  STATE/COUNTY-  WV/TYLER
 JX0337  USGS QUAD   -  SHIRLEY (1989)
 JX0337
 JX0337                         *CURRENT SURVEY CONTROL
 JX0337  ___________________________________________________________________
 JX0337* NAD 83(1986)-  39 26 39.     (N)    080 49 24.     (W)     SCALED    
 JX0337* NAVD 88     -       216.167  (meters)     709.21   (feet)  ADJUSTED  
 JX0337  ___________________________________________________________________
 JX0337  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JX0337  DYNAMIC HT  -         216.038 (meters)     708.78  (feet)  COMP
 JX0337  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 JX0337
 JX0337  VERT ORDER  -  SECOND    CLASS 0
 JX0337
 JX0337.The horizontal coordinates were scaled from a topographic map and have
 JX0337.an estimated accuracy of +/- 6 seconds.
 JX0337
 JX0337.The orthometric height was determined by differential leveling
 JX0337.and adjusted by the National Geodetic Survey in June 1991..
 JX0337
 JX0337.The geoid height was determined by GEOID03.
 JX0337
 JX0337.The dynamic height is computed by dividing the NAVD 88
 JX0337.geopotential number by the normal gravity value computed on the
 JX0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0337.degrees latitude (g = 980.6199 gals.).
 JX0337
 JX0337.The modeled gravity was interpolated from observed gravity values.
 JX0337
 JX0337;                    North         East    Units  Estimated Accuracy
 JX0337;SPC WV N     -   105,660.      486,100.      MT  (+/- 180 meters Scaled)
 JX0337
 JX0337                          SUPERSEDED SURVEY CONTROL
 JX0337
 JX0337  NGVD 29 (??/??/92)  216.330  (m)          709.74   (f) ADJ UNCH    2 0
 JX0337
 JX0337.Superseded values are not recommended for survey control.
 JX0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0337.See file dsdata.txt to determine how the superseded data were derived.
 JX0337
 JX0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND152660(NAD 83)
 JX0337_MARKER: DD = SURVEY DISK
 JX0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0337_SP_SET: BRIDGE
 JX0337_STAMPING: RESET 1939
 JX0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0337
 JX0337  HISTORY     - Date     Condition        Report By
 JX0337  HISTORY     - 1935     MONUMENTED       USGS
 JX0337  HISTORY     - 1957     GOOD             NGS
 JX0337
 JX0337                          STATION DESCRIPTION
 JX0337
 JX0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0337'1.2 MI N FROM TYLER.
 JX0337'ABOUT 1.15 MILES NORTH ALONG STATE HIGHWAY 18 FROM JUNCTION
 JX0337'OF STATE HIGHWAY 23 AT TYLER, IN THE TOP OF SOUTHWEST END OF
 JX0337'NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE OVER INDIAN CREEK,
 JX0337'13 1/2 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY AND 3/4 FOOT
 JX0337'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0454 ***********************************************************************
 HY0454  DESIGNATION -  71
 HY0454  PID         -  HY0454
 HY0454  STATE/COUNTY-  WV/CABELL
 HY0454  USGS QUAD   -  HUNTINGTON (1985)
 HY0454
 HY0454                         *CURRENT SURVEY CONTROL
 HY0454  ___________________________________________________________________
 HY0454* NAD 83(1986)-  38 25 13.     (N)    082 26 50.     (W)     SCALED    
 HY0454* NAVD 88     -       168.887  (meters)     554.09   (feet)  ADJUSTED  
 HY0454  ___________________________________________________________________
 HY0454  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HY0454  DYNAMIC HT  -         168.773 (meters)     553.72  (feet)  COMP
 HY0454  MODELED GRAV-     979,951.7   (mgal)                       NAVD 88
 HY0454
 HY0454  VERT ORDER  -  FIRST     CLASS II
 HY0454
 HY0454.The horizontal coordinates were scaled from a topographic map and have
 HY0454.an estimated accuracy of +/- 6 seconds.
 HY0454
 HY0454.The orthometric height was determined by differential leveling
 HY0454.and adjusted by the National Geodetic Survey in June 1991..
 HY0454.WARNING-Repeat measurements at this control monument indicate possible
 HY0454.vertical movement.
 HY0454
 HY0454.The geoid height was determined by GEOID03.
 HY0454
 HY0454.The dynamic height is computed by dividing the NAVD 88
 HY0454.geopotential number by the normal gravity value computed on the
 HY0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0454.degrees latitude (g = 980.6199 gals.).
 HY0454
 HY0454.The modeled gravity was interpolated from observed gravity values.
 HY0454
 HY0454;                    North         East    Units  Estimated Accuracy
 HY0454;SPC WV S     -   158,620.      473,630.      MT  (+/- 180 meters Scaled)
 HY0454
 HY0454                          SUPERSEDED SURVEY CONTROL
 HY0454
 HY0454  NGVD 29 (??/??/92)  169.068  (m)          554.68   (f) ADJ UNCH    1 2
 HY0454
 HY0454.Superseded values are not recommended for survey control.
 HY0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0454.See file dsdata.txt to determine how the superseded data were derived.
 HY0454
 HY0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC736534(NAD 83)
 HY0454_MARKER: B = BOLT
 HY0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0454_STAMPING: 71
 HY0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0454+STABILITY: SURFACE MOTION
 HY0454
 HY0454  HISTORY     - Date     Condition        Report By
 HY0454  HISTORY     - UNK      MONUMENTED       DOD
 HY0454  HISTORY     - 1956     GOOD             NGS
 HY0454
 HY0454                          STATION DESCRIPTION
 HY0454
 HY0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0454'AT HUNTINGTON.
 HY0454'AT HUNTINGTON, AT THE INTERSECTION OF FOURTH AVENUE AND SEVENTH
 HY0454'STREET, 29 1/2 FEET SOUTH OF SOUTH CURB OF 4TH AVENUE, 131
 HY0454'FEET EAST OF EAST CURB OF 7TH STREET, 75.2 FEET WEST OF WEST
 HY0454'EDGE OF WEST CONCRETE WALK LEADING TO MAIN ENTRANCE TO COURT
 HY0454'HOUSE, 135 FEET NORTH-NORTHEAST OF NORTHWEST CORNER OF COURT
 HY0454'HOUSE, AND IS A 4-INCH IRON PIPE WITH U.S.E. CAP PROJECTING 3
 HY0454'INCHES AND DIRECTLY OVER A BOLT IN PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1873 ***********************************************************************
 HX1873  DESIGNATION -  712
 HX1873  PID         -  HX1873
 HX1873  STATE/COUNTY-  WV/FAYETTE
 HX1873  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1873
 HX1873                         *CURRENT SURVEY CONTROL
 HX1873  ___________________________________________________________________
 HX1873* NAD 83(1986)-  38 09 03.     (N)    081 10 46.     (W)     SCALED    
 HX1873* NAVD 88     -       216.917  (meters)     711.67   (feet)  ADJUSTED  
 HX1873  ___________________________________________________________________
 HX1873  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HX1873  DYNAMIC HT  -         216.759 (meters)     711.15  (feet)  COMP
 HX1873  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 HX1873
 HX1873  VERT ORDER  -  FIRST     CLASS II
 HX1873
 HX1873.The horizontal coordinates were scaled from a topographic map and have
 HX1873.an estimated accuracy of +/- 6 seconds.
 HX1873
 HX1873.The orthometric height was determined by differential leveling
 HX1873.and adjusted by the National Geodetic Survey in June 1991..
 HX1873
 HX1873.The geoid height was determined by GEOID03.
 HX1873
 HX1873.The dynamic height is computed by dividing the NAVD 88
 HX1873.geopotential number by the normal gravity value computed on the
 HX1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1873.degrees latitude (g = 980.6199 gals.).
 HX1873
 HX1873.The modeled gravity was interpolated from observed gravity values.
 HX1873
 HX1873;                    North         East    Units  Estimated Accuracy
 HX1873;SPC WV S     -   127,740.      584,270.      MT  (+/- 180 meters Scaled)
 HX1873
 HX1873                          SUPERSEDED SURVEY CONTROL
 HX1873
 HX1873  NGVD 29 (??/??/92)  217.102  (m)          712.28   (f) ADJ UNCH    1 2
 HX1873
 HX1873.Superseded values are not recommended for survey control.
 HX1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1873.See file dsdata.txt to determine how the superseded data were derived.
 HX1873
 HX1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC842225(NAD 83)
 HX1873_MARKER: DD = SURVEY DISK
 HX1873_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1873_SP_SET: ABUTMENT
 HX1873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1873
 HX1873  HISTORY     - Date     Condition        Report By
 HX1873  HISTORY     - UNK      MONUMENTED       USGS
 HX1873  HISTORY     - 1959     POOR             NGS
 HX1873
 HX1873                          STATION DESCRIPTION
 HX1873
 HX1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX1873'AT GAULEY.
 HX1873'AT GAULEY, ALONG THE CHESAPEAKE AND OHIO RAILWAY, ABOUT 100 YARDS
 HX1873'NORTH OF THE STATION, 7 FEET WEST OF THE WEST RAIL, IN TOP OF
 HX1873'THE WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE OVER NEW
 HX1873'RIVER, 1 1/2 FEET EAST OF THE WEST END OF THE ABUTMENT, AND
 HX1873'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THE DISK
 HX1873'HAS BEEN CUT OFF AND THE SHANK IS ALL THAT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0328 ***********************************************************************
 JW0328  DESIGNATION -  714
 JW0328  PID         -  JW0328
 JW0328  STATE/COUNTY-  WV/HAMPSHIRE
 JW0328  USGS QUAD   -  ROMNEY (1979)
 JW0328
 JW0328                         *CURRENT SURVEY CONTROL
 JW0328  ___________________________________________________________________
 JW0328* NAD 83(1986)-  39 17 54.     (N)    078 48 38.     (W)     SCALED    
 JW0328* NAVD 88     -       217.528  (meters)     713.67   (feet)  ADJUSTED  
 JW0328  ___________________________________________________________________
 JW0328  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JW0328  DYNAMIC HT  -         217.392 (meters)     713.23  (feet)  COMP
 JW0328  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 JW0328
 JW0328  VERT ORDER  -  SECOND    CLASS 0
 JW0328
 JW0328.The horizontal coordinates were scaled from a topographic map and have
 JW0328.an estimated accuracy of +/- 6 seconds.
 JW0328
 JW0328.The orthometric height was determined by differential leveling
 JW0328.and adjusted by the National Geodetic Survey in June 1991..
 JW0328
 JW0328.The geoid height was determined by GEOID03.
 JW0328
 JW0328.The dynamic height is computed by dividing the NAVD 88
 JW0328.geopotential number by the normal gravity value computed on the
 JW0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0328.degrees latitude (g = 980.6199 gals.).
 JW0328
 JW0328.The modeled gravity was interpolated from observed gravity values.
 JW0328
 JW0328;                    North         East    Units  Estimated Accuracy
 JW0328;SPC WV N     -    88,860.      659,470.      MT  (+/- 180 meters Scaled)
 JW0328
 JW0328                          SUPERSEDED SURVEY CONTROL
 JW0328
 JW0328  NGVD 29 (??/??/92)  217.692  (m)          714.21   (f) ADJ UNCH    2 0
 JW0328
 JW0328.Superseded values are not recommended for survey control.
 JW0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0328.See file dsdata.txt to determine how the superseded data were derived.
 JW0328
 JW0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD887521(NAD 83)
 JW0328_MARKER: DD = SURVEY DISK
 JW0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0328_SP_SET: WALL
 JW0328_STAMPING: W VA 714 1920
 JW0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0328
 JW0328  HISTORY     - Date     Condition        Report By
 JW0328  HISTORY     - 1920     MONUMENTED       USGS
 JW0328  HISTORY     - 1934     GOOD             NGS
 JW0328
 JW0328                          STATION DESCRIPTION
 JW0328
 JW0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0328'3.1 MI S FROM VANDERLIP.
 JW0328'3.1 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0328'VANDERLIP, HAMPSHIRE COUNTY, 4 RAILS SOUTH OF THE HAMPSHIRE CLUB
 JW0328'FLAG STOP, 6 YARDS WEST OF THE NORTH END OF A HOUSE, IN THE TOP OF
 JW0328'A STONE WALL, 7 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND
 JW0328'3 FEET LOWER THAN THE RAIL.  A U.S. GEOLOGICAL SURVEY STANDARD
 JW0328'DISK, STAMPED W. VA. 714 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0326 ***********************************************************************
 JW0326  DESIGNATION -  715
 JW0326  PID         -  JW0326
 JW0326  STATE/COUNTY-  WV/HAMPSHIRE
 JW0326  USGS QUAD   -  ROMNEY (1979)
 JW0326
 JW0326                         *CURRENT SURVEY CONTROL
 JW0326  ___________________________________________________________________
 JW0326* NAD 83(1986)-  39 16 29.     (N)    078 49 34.     (W)     SCALED    
 JW0326* NAVD 88     -       217.784  (meters)     714.51   (feet)  ADJUSTED  
 JW0326  ___________________________________________________________________
 JW0326  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JW0326  DYNAMIC HT  -         217.647 (meters)     714.06  (feet)  COMP
 JW0326  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JW0326
 JW0326  VERT ORDER  -  SECOND    CLASS 0
 JW0326
 JW0326.The horizontal coordinates were scaled from a topographic map and have
 JW0326.an estimated accuracy of +/- 6 seconds.
 JW0326
 JW0326.The orthometric height was determined by differential leveling
 JW0326.and adjusted by the National Geodetic Survey in June 1991..
 JW0326
 JW0326.The geoid height was determined by GEOID03.
 JW0326
 JW0326.The dynamic height is computed by dividing the NAVD 88
 JW0326.geopotential number by the normal gravity value computed on the
 JW0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0326.degrees latitude (g = 980.6199 gals.).
 JW0326
 JW0326.The modeled gravity was interpolated from observed gravity values.
 JW0326
 JW0326;                    North         East    Units  Estimated Accuracy
 JW0326;SPC WV N     -    86,230.      658,150.      MT  (+/- 180 meters Scaled)
 JW0326
 JW0326                          SUPERSEDED SURVEY CONTROL
 JW0326
 JW0326  NGVD 29 (??/??/92)  217.947  (m)          715.05   (f) ADJ UNCH    2 0
 JW0326
 JW0326.Superseded values are not recommended for survey control.
 JW0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0326.See file dsdata.txt to determine how the superseded data were derived.
 JW0326
 JW0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD875495(NAD 83)
 JW0326_MARKER: DD = SURVEY DISK
 JW0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0326_SP_SET: CULVERT
 JW0326_STAMPING: W VA 715 1920
 JW0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0326
 JW0326  HISTORY     - Date     Condition        Report By
 JW0326  HISTORY     - 1920     MONUMENTED       USGS
 JW0326  HISTORY     - 1934     GOOD             NGS
 JW0326
 JW0326                          STATION DESCRIPTION
 JW0326
 JW0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0326'4.9 MI S FROM VANDERLIP.
 JW0326'4.9 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0326'VANDERLIP, HAMPSHIRE COUNTY, 250 FEET SOUTH OF THE JOHNSON FLAG
 JW0326'STOP, 200 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, IN
 JW0326'THE TOP OF THE WEST END OF A CONCRETE PIPE CULVERT UNDER THE
 JW0326'TRACK, 15 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND 15 FEET
 JW0326'LOWER THAN THE RAIL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 JW0326'STAMPED W. VA. 715 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2928 ***********************************************************************
 JV2928  DESIGNATION -  72 BORR
 JV2928  PID         -  JV2928
 JV2928  STATE/COUNTY-  WV/BERKELEY
 JV2928  USGS QUAD   -  MARTINSBURG (1979)
 JV2928
 JV2928                         *CURRENT SURVEY CONTROL
 JV2928  ___________________________________________________________________
 JV2928* NAD 83(1986)-  39 26 45.     (N)    077 55 05.     (W)     SCALED    
 JV2928* NAVD 88     -       122.98   (+/-2cm)     403.5    (feet)  VERTCON   
 JV2928  ___________________________________________________________________
 JV2928  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JV2928
 JV2928  VERT ORDER  -  ? (See Below)
 JV2928
 JV2928.The horizontal coordinates were scaled from a topographic map and have
 JV2928.an estimated accuracy of +/- 6 seconds.
 JV2928
 JV2928.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV2928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV2928.The vertical order pertains to the NGVD 29 superseded value.
 JV2928
 JV2928.The geoid height was determined by GEOID03.
 JV2928
 JV2928;                    North         East    Units  Estimated Accuracy
 JV2928;SPC WV N     -   106,200.      736,160.      MT  (+/- 180 meters Scaled)
 JV2928
 JV2928                          SUPERSEDED SURVEY CONTROL
 JV2928
 JV2928  NGVD 29 (??/??/??)  123.154  (m)          404.05   (f) ADJUSTED    ?  
 JV2928
 JV2928.Superseded values are not recommended for survey control.
 JV2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2928.See file dsdata.txt to determine how the superseded data were derived.
 JV2928
 JV2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ488703(NAD 83)
 JV2928_MARKER: B = BOLT
 JV2928_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV2928_SP_SET: COPING
 JV2928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2928
 JV2928  HISTORY     - Date     Condition        Report By
 JV2928  HISTORY     - UNK      MONUMENTED       BORR
 JV2928  HISTORY     - 1934     GOOD             CGS
 JV2928  HISTORY     - 1965     GOOD             CGS
 JV2928  HISTORY     - 1978     GOOD             ALSTER
 JV2928  HISTORY     - 1983     GOOD             NGS
 JV2928
 JV2928                          STATION DESCRIPTION
 JV2928
 JV2928'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JV2928'1.8 MI NW FROM VAN CLEVESVILLE.
 JV2928'ABOUT 1.8 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JV2928'FROM VAN CLEVESVILLE, BERKELEY COUNTY, ABOUT 800 FEET WEST OF
 JV2928'MILEPOST B 97, AT A CULVERT, AND IN THE WEST END OF THE SOUTH
 JV2928'COPING.  THE TOP OF A COPPER BOLT.
 JV2928
 JV2928                          STATION RECOVERY (1965)
 JV2928
 JV2928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JV2928'RECOVERED IN GOOD CONDITION.
 JV2928
 JV2928                          STATION RECOVERY (1978)
 JV2928
 JV2928'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978
 JV2928'RECOVERED IN GOOD CONDITION.
 JV2928
 JV2928                          STATION RECOVERY (1983)
 JV2928
 JV2928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0964 ***********************************************************************
 JX0964  DESIGNATION -  722.03
 JX0964  PID         -  JX0964
 JX0964  STATE/COUNTY-  WV/RITCHIE
 JX0964  USGS QUAD   -  PETROLEUM (1987)
 JX0964
 JX0964                         *CURRENT SURVEY CONTROL
 JX0964  ___________________________________________________________________
 JX0964* NAD 83(1986)-  39 11 28.     (N)    081 17 46.     (W)     SCALED    
 JX0964* NAVD 88     -       219.987  (meters)     721.74   (feet)  ADJUSTED  
 JX0964  ___________________________________________________________________
 JX0964  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JX0964  DYNAMIC HT  -         219.851 (meters)     721.29  (feet)  COMP
 JX0964  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 JX0964
 JX0964  VERT ORDER  -  FIRST     CLASS II
 JX0964
 JX0964.The horizontal coordinates were scaled from a topographic map and have
 JX0964.an estimated accuracy of +/- 6 seconds.
 JX0964
 JX0964.The orthometric height was determined by differential leveling
 JX0964.and adjusted by the National Geodetic Survey in June 1991..
 JX0964
 JX0964.The geoid height was determined by GEOID03.
 JX0964
 JX0964.The dynamic height is computed by dividing the NAVD 88
 JX0964.geopotential number by the normal gravity value computed on the
 JX0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0964.degrees latitude (g = 980.6199 gals.).
 JX0964
 JX0964.The modeled gravity was interpolated from observed gravity values.
 JX0964
 JX0964;                    North         East    Units  Estimated Accuracy
 JX0964;SPC WV N     -    78,280.      444,840.      MT  (+/- 180 meters Scaled)
 JX0964
 JX0964                          SUPERSEDED SURVEY CONTROL
 JX0964
 JX0964  NGVD 29 (??/??/92)  220.166  (m)          722.33   (f) ADJ UNCH    1 2
 JX0964
 JX0964.Superseded values are not recommended for survey control.
 JX0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0964.See file dsdata.txt to determine how the superseded data were derived.
 JX0964
 JX0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD744380(NAD 83)
 JX0964_MARKER: X = CHISELED CROSS
 JX0964_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JX0964_SP_SET: UNSPECIFIED ROCK
 JX0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0964
 JX0964  HISTORY     - Date     Condition        Report By
 JX0964  HISTORY     - UNK      MONUMENTED       BORR
 JX0964  HISTORY     - 1943     GOOD             NGS
 JX0964
 JX0964                          STATION DESCRIPTION
 JX0964
 JX0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0964'1.9 MI W FROM PETROLEUM.
 JX0964'1.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0964'STATION AT PETROLEUM, RITCHIE COUNTY, 125 FEET NORTH OF THE
 JX0964'CENTER OF A DIRT-ROAD CROSSING, 12 FEET NORTH OF POLE 373+25,
 JX0964'10 FEET EAST OF THE CENTERLINE OF THE TRACK, ON THE FACE OF A
 JX0964'ROCK, AND LEVEL WITH THE TRACK.  A CHISELED CROSS BELOW THE
 JX0964'CHISELED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1696 ***********************************************************************
 HX1696  DESIGNATION -  725
 HX1696  PID         -  HX1696
 HX1696  STATE/COUNTY-  WV/CALHOUN
 HX1696  USGS QUAD   -  GRANTSVILLE (1966)
 HX1696
 HX1696                         *CURRENT SURVEY CONTROL
 HX1696  ___________________________________________________________________
 HX1696* NAD 83(1986)-  38 55 27.     (N)    081 05 37.     (W)     SCALED    
 HX1696* NAVD 88     -       221.196  (meters)     725.71   (feet)  ADJUSTED  
 HX1696  ___________________________________________________________________
 HX1696  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HX1696  DYNAMIC HT  -         221.051 (meters)     725.23  (feet)  COMP
 HX1696  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 HX1696
 HX1696  VERT ORDER  -  SECOND    CLASS 0
 HX1696
 HX1696.The horizontal coordinates were scaled from a topographic map and have
 HX1696.an estimated accuracy of +/- 6 seconds.
 HX1696
 HX1696.The orthometric height was determined by differential leveling
 HX1696.and adjusted by the National Geodetic Survey in June 1991..
 HX1696
 HX1696.The geoid height was determined by GEOID03.
 HX1696
 HX1696.The dynamic height is computed by dividing the NAVD 88
 HX1696.geopotential number by the normal gravity value computed on the
 HX1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1696.degrees latitude (g = 980.6199 gals.).
 HX1696
 HX1696.The modeled gravity was interpolated from observed gravity values.
 HX1696
 HX1696;                    North         East    Units  Estimated Accuracy
 HX1696;SPC WV S     -   213,570.      591,880.      MT  (+/- 180 meters Scaled)
 HX1696
 HX1696                          SUPERSEDED SURVEY CONTROL
 HX1696
 HX1696  NGVD 29 (??/??/92)  221.369  (m)          726.27   (f) ADJ UNCH    2 0
 HX1696
 HX1696.Superseded values are not recommended for survey control.
 HX1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1696.See file dsdata.txt to determine how the superseded data were derived.
 HX1696
 HX1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD918083(NAD 83)
 HX1696_MARKER: DD = SURVEY DISK
 HX1696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1696_SP_SET: FOUNDATION
 HX1696_STAMPING: 725 GRAFTON
 HX1696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1696
 HX1696  HISTORY     - Date     Condition        Report By
 HX1696  HISTORY     - UNK      MONUMENTED       USGS
 HX1696  HISTORY     - 1935     GOOD             NGS
 HX1696  HISTORY     - 1967     MARK NOT FOUND   NGS
 HX1696
 HX1696                          STATION DESCRIPTION
 HX1696
 HX1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX1696'AT GRANTSVILLE.
 HX1696'AT GRANTSVILLE, CALHOUN COUNTY, AT THE COUNTY COURTHOUSE, AND IN
 HX1696'THE TOP OF THE NORTHWEST CORNER OF THE WEST WALL OF THE STONE
 HX1696'FOUNDATION.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HX1696'STAMPED 725 GRAFTON.
 HX1696
 HX1696                          STATION RECOVERY (1967)
 HX1696
 HX1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HX1696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0324 ***********************************************************************
 JW0324  DESIGNATION -  726
 JW0324  PID         -  JW0324
 JW0324  STATE/COUNTY-  WV/HAMPSHIRE
 JW0324  USGS QUAD   -  SECTOR (1971)
 JW0324
 JW0324                         *CURRENT SURVEY CONTROL
 JW0324  ___________________________________________________________________
 JW0324* NAD 83(1986)-  39 13 41.     (N)    078 51 20.     (W)     SCALED    
 JW0324* NAVD 88     -       221.092  (meters)     725.37   (feet)  ADJUSTED  
 JW0324  ___________________________________________________________________
 JW0324  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JW0324  DYNAMIC HT  -         220.952 (meters)     724.91  (feet)  COMP
 JW0324  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 JW0324
 JW0324  VERT ORDER  -  SECOND    CLASS 0
 JW0324
 JW0324.The horizontal coordinates were scaled from a topographic map and have
 JW0324.an estimated accuracy of +/- 6 seconds.
 JW0324
 JW0324.The orthometric height was determined by differential leveling
 JW0324.and adjusted by the National Geodetic Survey in June 1991..
 JW0324
 JW0324.The geoid height was determined by GEOID03.
 JW0324
 JW0324.The dynamic height is computed by dividing the NAVD 88
 JW0324.geopotential number by the normal gravity value computed on the
 JW0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0324.degrees latitude (g = 980.6199 gals.).
 JW0324
 JW0324.The modeled gravity was interpolated from observed gravity values.
 JW0324
 JW0324;                    North         East    Units  Estimated Accuracy
 JW0324;SPC WV N     -    81,030.      655,640.      MT  (+/- 180 meters Scaled)
 JW0324
 JW0324                          SUPERSEDED SURVEY CONTROL
 JW0324
 JW0324  NGVD 29 (??/??/92)  221.254  (m)          725.90   (f) ADJ UNCH    2 0
 JW0324
 JW0324.Superseded values are not recommended for survey control.
 JW0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0324.See file dsdata.txt to determine how the superseded data were derived.
 JW0324
 JW0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD851442(NAD 83)
 JW0324_MARKER: DD = SURVEY DISK
 JW0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0324_SP_SET: BRIDGE
 JW0324_STAMPING: W VA 726 1920
 JW0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0324
 JW0324  HISTORY     - Date     Condition        Report By
 JW0324  HISTORY     - 1920     MONUMENTED       USGS
 JW0324  HISTORY     - 1934     GOOD             NGS
 JW0324
 JW0324                          STATION DESCRIPTION
 JW0324
 JW0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0324'8.8 MI S FROM VANDERLIP.
 JW0324'8.8 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0324'VANDERLIP, HAMPSHIRE COUNTY, 200 YARDS NORTH OF THE STATION
 JW0324'AT GLEBE, AT THE HIGHWAY BRIDGE OVER SOUTH BRANCH OF POTOMAC RIVER,
 JW0324'IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, 4 YARDS SOUTH
 JW0324'OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT LOWER THAN THE
 JW0324'HIGHWAY.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED W. VA.
 JW0324'726 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2213 ***********************************************************************
 GX2213  DESIGNATION -  729.1021
 GX2213  PID         -  GX2213
 GX2213  STATE/COUNTY-  WV/LOGAN
 GX2213  USGS QUAD   -  MALLORY (1976)
 GX2213
 GX2213                         *CURRENT SURVEY CONTROL
 GX2213  ___________________________________________________________________
 GX2213* NAD 83(1986)-  37 44 34.     (N)    081 52 25.     (W)     SCALED    
 GX2213* NAVD 88     -       221.926  (meters)     728.10   (feet)  ADJUSTED  
 GX2213  ___________________________________________________________________
 GX2213  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GX2213  DYNAMIC HT  -         221.760 (meters)     727.56  (feet)  COMP
 GX2213  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 GX2213
 GX2213  VERT ORDER  -  SECOND    CLASS 0
 GX2213
 GX2213.The horizontal coordinates were scaled from a topographic map and have
 GX2213.an estimated accuracy of +/- 6 seconds.
 GX2213
 GX2213.The orthometric height was determined by differential leveling
 GX2213.and adjusted by the National Geodetic Survey in June 1991..
 GX2213
 GX2213.The geoid height was determined by GEOID03.
 GX2213
 GX2213.The dynamic height is computed by dividing the NAVD 88
 GX2213.geopotential number by the normal gravity value computed on the
 GX2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2213.degrees latitude (g = 980.6199 gals.).
 GX2213
 GX2213.The modeled gravity was interpolated from observed gravity values.
 GX2213
 GX2213;                    North         East    Units  Estimated Accuracy
 GX2213;SPC WV S     -    82,800.      523,010.      MT  (+/- 180 meters Scaled)
 GX2213
 GX2213                          SUPERSEDED SURVEY CONTROL
 GX2213
 GX2213  NGVD 29 (??/??/92)  222.14   (m)          728.8    (f) COMPUTED    2 0
 GX2213
 GX2213.Superseded values are not recommended for survey control.
 GX2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2213.See file dsdata.txt to determine how the superseded data were derived.
 GX2213
 GX2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB230776(NAD 83)
 GX2213_MARKER: B = BOLT
 GX2213_SETTING: 80 = SET IN A BOULDER
 GX2213_SP_SET: BOULDER
 GX2213_STAMPING: 729.102 USGS
 GX2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2213+STABILITY: SURFACE MOTION
 GX2213
 GX2213  HISTORY     - Date     Condition        Report By
 GX2213  HISTORY     - UNK      MONUMENTED       USGS
 GX2213  HISTORY     - 1957     MARK NOT FOUND   NGS
 GX2213
 GX2213                          STATION DESCRIPTION
 GX2213
 GX2213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2213'AT MAN.
 GX2213'AT MAN, ON THE CHESAPEAKE AND OHIO RAILWAY, ABOUT 110 YARDS EAST
 GX2213'OF THE CROSSING OF STATE HIGHWAY 10 AND A SPUR TRACK, 70 YARDS
 GX2213'EAST OF A CONCRETE BUILDING, 40 YARDS NORTH OF THE NORTH TRACK,
 GX2213'ON THE SOUTH BANK OF BUFFALO CREEK, IN THE TOP OF A BOULDER
 GX2213'PAINTED 729.102 USGS, AND ABOUT 10 FEET LOWER THAN THE TRACK.  AN
 GX2213'IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2929 ***********************************************************************
 JV2929  DESIGNATION -  73 BORR
 JV2929  PID         -  JV2929
 JV2929  STATE/COUNTY-  WV/BERKELEY
 JV2929  USGS QUAD   -  MARTINSBURG (1979)
 JV2929
 JV2929                         *CURRENT SURVEY CONTROL
 JV2929  ___________________________________________________________________
 JV2929* NAD 83(1986)-  39 26 57.     (N)    077 56 04.     (W)     SCALED    
 JV2929* NAVD 88     -       116.914  (meters)     383.58   (feet)  ADJUSTED  
 JV2929  ___________________________________________________________________
 JV2929  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JV2929  DYNAMIC HT  -         116.844 (meters)     383.35  (feet)  COMP
 JV2929  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 JV2929
 JV2929  VERT ORDER  -  SECOND    CLASS 0
 JV2929
 JV2929.The horizontal coordinates were scaled from a topographic map and have
 JV2929.an estimated accuracy of +/- 6 seconds.
 JV2929
 JV2929.The orthometric height was determined by differential leveling
 JV2929.and adjusted by the National Geodetic Survey in June 1991..
 JV2929
 JV2929.The geoid height was determined by GEOID03.
 JV2929
 JV2929.The dynamic height is computed by dividing the NAVD 88
 JV2929.geopotential number by the normal gravity value computed on the
 JV2929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2929.degrees latitude (g = 980.6199 gals.).
 JV2929
 JV2929.The modeled gravity was interpolated from observed gravity values.
 JV2929
 JV2929;                    North         East    Units  Estimated Accuracy
 JV2929;SPC WV N     -   106,550.      734,740.      MT  (+/- 180 meters Scaled)
 JV2929
 JV2929                          SUPERSEDED SURVEY CONTROL
 JV2929
 JV2929  NGVD 29 (??/??/??)  117.097  (m)          384.18   (f) ADJUSTED    2 0
 JV2929
 JV2929.Superseded values are not recommended for survey control.
 JV2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2929.See file dsdata.txt to determine how the superseded data were derived.
 JV2929
 JV2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ474707(NAD 83)
 JV2929_MARKER: B = BOLT
 JV2929_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV2929_SP_SET: COPING
 JV2929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2929
 JV2929  HISTORY     - Date     Condition        Report By
 JV2929  HISTORY     - UNK      MONUMENTED       BORR
 JV2929  HISTORY     - 1934     GOOD             CGS
 JV2929  HISTORY     - 1965     GOOD             CGS
 JV2929  HISTORY     - 1983     GOOD             NGS
 JV2929
 JV2929                          STATION DESCRIPTION
 JV2929
 JV2929'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JV2929'1 MI W FROM BLAIRTON.
 JV2929'ABOUT 1 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JV2929'BLAIRTON, BERKELEY COUNTY, ABOUT 1,000 FEET EAST OF MILEPOST
 JV2929'B 98, OPPOSITE POLE 97/34, AT A CULVERT, AND IN THE EAST END OF THE
 JV2929'NORTH COPING.  THE TOP OF A COPPER BOLT.
 JV2929
 JV2929                          STATION RECOVERY (1965)
 JV2929
 JV2929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JV2929'RECOVERED IN GOOD CONDITION.
 JV2929
 JV2929                          STATION RECOVERY (1983)
 JV2929
 JV2929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0911 ***********************************************************************
 JX0911  DESIGNATION -  733 USGS
 JX0911  PID         -  JX0911
 JX0911  STATE/COUNTY-  WV/RITCHIE
 JX0911  USGS QUAD   -  CAIRO (1986)
 JX0911
 JX0911                         *CURRENT SURVEY CONTROL
 JX0911  ___________________________________________________________________
 JX0911* NAD 83(1986)-  39 14 26.     (N)    081 13 28.     (W)     SCALED    
 JX0911* NAVD 88     -       224.358  (meters)     736.08   (feet)  ADJUSTED  
 JX0911  ___________________________________________________________________
 JX0911  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JX0911  DYNAMIC HT  -         224.220 (meters)     735.63  (feet)  COMP
 JX0911  MODELED GRAV-     980,004.6   (mgal)                       NAVD 88
 JX0911
 JX0911  VERT ORDER  -  FIRST     CLASS II
 JX0911
 JX0911.The horizontal coordinates were scaled from a topographic map and have
 JX0911.an estimated accuracy of +/- 6 seconds.
 JX0911
 JX0911.The orthometric height was determined by differential leveling
 JX0911.and adjusted by the National Geodetic Survey in June 1991..
 JX0911
 JX0911.The geoid height was determined by GEOID03.
 JX0911
 JX0911.The dynamic height is computed by dividing the NAVD 88
 JX0911.geopotential number by the normal gravity value computed on the
 JX0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0911.degrees latitude (g = 980.6199 gals.).
 JX0911
 JX0911.The modeled gravity was interpolated from observed gravity values.
 JX0911
 JX0911;                    North         East    Units  Estimated Accuracy
 JX0911;SPC WV N     -    83,640.      451,140.      MT  (+/- 180 meters Scaled)
 JX0911
 JX0911                          SUPERSEDED SURVEY CONTROL
 JX0911
 JX0911  NGVD 29 (??/??/92)  224.536  (m)          736.67   (f) ADJ UNCH    1 2
 JX0911
 JX0911.Superseded values are not recommended for survey control.
 JX0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0911.See file dsdata.txt to determine how the superseded data were derived.
 JX0911
 JX0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD806434(NAD 83)
 JX0911_MARKER: DD = SURVEY DISK
 JX0911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0911_SP_SET: BRIDGE
 JX0911_STAMPING: 733 GRAFTON 1903
 JX0911_MARK LOGO: USGS  
 JX0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0911
 JX0911  HISTORY     - Date     Condition        Report By
 JX0911  HISTORY     - 1903     MONUMENTED       USGS
 JX0911  HISTORY     - 1957     GOOD             NGS
 JX0911  HISTORY     - 1983     GOOD             NGS
 JX0911
 JX0911                          STATION DESCRIPTION
 JX0911
 JX0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0911'AT NUTTER FARM.
 JX0911'AT NUTTER FARM, AT THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JX0911'HIGHWAY 31, IN THE TOP OF THE NORTHEAST END OF NORTHWEST ABUTMENT
 JX0911'OF HIGHWAY 31 BRIDGE OVER GOOSE CREEK, 17 FEET NORTHEAST OF
 JX0911'CENTER LINE OF HIGHWAY 31, 64 FEET SOUTHEAST OF CENTER LINE OF
 JX0911'HIGHWAY 50, 1 FOOT NORTHEAST OF BM RESET (U.S.G.S.), AND ABOUT
 JX0911'1 FOOT ABOVE LEVEL OF ROAD.
 JX0911
 JX0911                          STATION RECOVERY (1983)
 JX0911
 JX0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0911'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  15.8 KM
 JX0911'(9.85 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX0911'HIGHWAY 16 IN ELLENBORO, THENCE 0.3 KM (0.2 MI) NORTHWEST ALONG ROAD
 JX0911'TO THE MARK ON THE RIGHT, IN THE NORTHWEST ABUTMENT OF A BRIDGE,
 JX0911'5.2 METERS (17.0 FT) NORTH OF THE CENTERLINE OF THE ROAD.
 JX0911'THE MARK IS 0.18 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2514 ***********************************************************************
 HX2514  DESIGNATION -  738
 HX2514  PID         -  HX2514
 HX2514  STATE/COUNTY-  WV/ROANE
 HX2514  USGS QUAD   -  KENTUCK (1975)
 HX2514
 HX2514                         *CURRENT SURVEY CONTROL
 HX2514  ___________________________________________________________________
 HX2514* NAD 83(1986)-  38 40 37.     (N)    081 30 57.     (W)     SCALED    
 HX2514* NAVD 88     -       224.645  (meters)     737.02   (feet)  ADJUSTED  
 HX2514  ___________________________________________________________________
 HX2514  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HX2514  DYNAMIC HT  -         224.494 (meters)     736.53  (feet)  COMP
 HX2514  MODELED GRAV-     979,951.2   (mgal)                       NAVD 88
 HX2514
 HX2514  VERT ORDER  -  SECOND    CLASS 0
 HX2514
 HX2514.The horizontal coordinates were scaled from a topographic map and have
 HX2514.an estimated accuracy of +/- 6 seconds.
 HX2514
 HX2514.The orthometric height was determined by differential leveling
 HX2514.and adjusted by the National Geodetic Survey in June 1991..
 HX2514
 HX2514.The geoid height was determined by GEOID03.
 HX2514
 HX2514.The dynamic height is computed by dividing the NAVD 88
 HX2514.geopotential number by the normal gravity value computed on the
 HX2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2514.degrees latitude (g = 980.6199 gals.).
 HX2514
 HX2514.The modeled gravity was interpolated from observed gravity values.
 HX2514
 HX2514;                    North         East    Units  Estimated Accuracy
 HX2514;SPC WV S     -   186,250.      555,120.      MT  (+/- 180 meters Scaled)
 HX2514
 HX2514                          SUPERSEDED SURVEY CONTROL
 HX2514
 HX2514  NGVD 29 (??/??/92)  224.818  (m)          737.59   (f) ADJ UNCH    2 0
 HX2514
 HX2514.Superseded values are not recommended for survey control.
 HX2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2514.See file dsdata.txt to determine how the superseded data were derived.
 HX2514
 HX2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC551810(NAD 83)
 HX2514_MARKER: DD = SURVEY DISK
 HX2514_SETTING: 80 = SET IN A BOULDER
 HX2514_SP_SET: BOULDER
 HX2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2514+STABILITY: SURFACE MOTION
 HX2514
 HX2514  HISTORY     - Date     Condition        Report By
 HX2514  HISTORY     - UNK      MONUMENTED       USGS
 HX2514  HISTORY     - 1956     POOR             NGS
 HX2514
 HX2514                          STATION DESCRIPTION
 HX2514
 HX2514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2514'3 MI SW FROM HARMONY.
 HX2514'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 HX2514'OVER COX FORK AT HARMONY, THENCE ABOUT 1.1 MILES NORTHWEST ALONG
 HX2514'GRAVEL ROAD LEADING TO STATTS MILLS.  THENCE ABOUT 1.75 SOUTHWEST
 HX2514'ALONG A DIRT ROAD, ABOUT 0.2 MILE SOUTHWEST OF JUNCTION OF A ROAD
 HX2514'NORTHWEST AND UPSTREAM ALONG HIGBY RUN, ABOUT 50 YARDS
 HX2514'SOUTH OF ROAD, ON THE SOUTHWEST BANK OF HIGBY RUN, IN THE TOP AND
 HX2514'1.9 FEET NORTHWEST OF EAST CORNER OF A 15-FOOT LONG AND 4 1/2-FOOT
 HX2514'HIGH BOULDER EMBEDDED IN CREEK BANK, 14 FEET SOUTHWEST OF CENTER
 HX2514'LINE OF CREEK BED, ABOUT 45 YARDS SOUTH OF POWER POLE NO.
 HX2514'49-7459 96005, ABOUT 6 FEET ABOVE CREEK BED.  NOTE-- THE DISK IS
 HX2514'ABOUT 2/3 BROKEN OFF AND NONE OF THE STAMPING IS LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0335 ***********************************************************************
 JW0335  DESIGNATION -  739
 JW0335  PID         -  JW0335
 JW0335  STATE/COUNTY-  WV/MINERAL
 JW0335  USGS QUAD   -  BURLINGTON (1979)
 JW0335
 JW0335                         *CURRENT SURVEY CONTROL
 JW0335  ___________________________________________________________________
 JW0335* NAD 83(1986)-  39 20 15.     (N)    078 55 03.     (W)     SCALED    
 JW0335* NAVD 88     -       225.234  (meters)     738.96   (feet)  ADJUSTED  
 JW0335  ___________________________________________________________________
 JW0335  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JW0335  DYNAMIC HT  -         225.097 (meters)     738.51  (feet)  COMP
 JW0335  MODELED GRAV-     980,014.2   (mgal)                       NAVD 88
 JW0335
 JW0335  VERT ORDER  -  SECOND    CLASS 0
 JW0335
 JW0335.The horizontal coordinates were scaled from a topographic map and have
 JW0335.an estimated accuracy of +/- 6 seconds.
 JW0335
 JW0335.The orthometric height was determined by differential leveling
 JW0335.and adjusted by the National Geodetic Survey in June 1991..
 JW0335
 JW0335.The geoid height was determined by GEOID03.
 JW0335
 JW0335.The dynamic height is computed by dividing the NAVD 88
 JW0335.geopotential number by the normal gravity value computed on the
 JW0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0335.degrees latitude (g = 980.6199 gals.).
 JW0335
 JW0335.The modeled gravity was interpolated from observed gravity values.
 JW0335
 JW0335;                    North         East    Units  Estimated Accuracy
 JW0335;SPC WV N     -    93,140.      650,220.      MT  (+/- 180 meters Scaled)
 JW0335
 JW0335                          SUPERSEDED SURVEY CONTROL
 JW0335
 JW0335  NGVD 29 (??/??/92)  225.411  (m)          739.54   (f) ADJ UNCH    2 0
 JW0335
 JW0335.Superseded values are not recommended for survey control.
 JW0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0335.See file dsdata.txt to determine how the superseded data were derived.
 JW0335
 JW0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD794562(NAD 83)
 JW0335_MARKER: DD = SURVEY DISK
 JW0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0335_SP_SET: BRIDGE
 JW0335_STAMPING: 739 1916
 JW0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0335
 JW0335  HISTORY     - Date     Condition        Report By
 JW0335  HISTORY     - 1916     MONUMENTED       USGS
 JW0335  HISTORY     - 1934     GOOD             NGS
 JW0335
 JW0335                          STATION DESCRIPTION
 JW0335
 JW0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0335'AT BURLINGTON.
 JW0335'AT BURLINGTON, MINERAL COUNTY, ON U.S. HIGHWAY 50, AT THE JUNCTION
 JW0335'WITH STATE HIGHWAY 28 LEADING TO PETERSBURG, AT THE BRIDGE OVER
 JW0335'MILL RUN, IN THE TOP OF THE NORTHWEST ABUTMENT, 4 YARDS SOUTH
 JW0335'OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT LOWER THAN THE
 JW0335'HIGHWAY.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 739 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1954 ***********************************************************************
 HW1954  DESIGNATION -  74
 HW1954  PID         -  HW1954
 HW1954  STATE/COUNTY-  WV/RANDOLPH
 HW1954  USGS QUAD   -  HARMAN (1995)
 HW1954
 HW1954                         *CURRENT SURVEY CONTROL
 HW1954  ___________________________________________________________________
 HW1954* NAD 83(1986)-  38 53 43.     (N)    079 31 50.     (W)     SCALED    
 HW1954* NAVD 88     -       727.74   (+/-2cm)    2387.6    (feet)  VERTCON   
 HW1954  ___________________________________________________________________
 HW1954  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HW1954
 HW1954  VERT ORDER  -  ? (See Below)
 HW1954
 HW1954.The horizontal coordinates were scaled from a topographic map and have
 HW1954.an estimated accuracy of +/- 6 seconds.
 HW1954
 HW1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1954.The vertical order pertains to the NGVD 29 superseded value.
 HW1954
 HW1954.The geoid height was determined by GEOID03.
 HW1954
 HW1954;                    North         East    Units  Estimated Accuracy
 HW1954;SPC WV S     -   211,370.      727,480.      MT  (+/- 180 meters Scaled)
 HW1954
 HW1954                          SUPERSEDED SURVEY CONTROL
 HW1954
 HW1954  NGVD 29 (??/??/92)  727.871  (m)         2388.02   (f) ADJ UNCH    ?  
 HW1954
 HW1954.Superseded values are not recommended for survey control.
 HW1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1954.See file dsdata.txt to determine how the superseded data were derived.
 HW1954
 HW1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD274061(NAD 83)
 HW1954_MARKER: N = NAIL
 HW1954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1954_SP_SET: TREE
 HW1954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1954
 HW1954  HISTORY     - Date     Condition        Report By
 HW1954  HISTORY     - UNK      MONUMENTED       WVHD
 HW1954  HISTORY     - 1934     GOOD             NGS
 HW1954
 HW1954                          STATION DESCRIPTION
 HW1954
 HW1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1954'0.8 MI SW FROM HARMAN.
 HW1954'0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HW1954'AT HARMAN, RANDOLPH COUNTY, ON THE NORTH SLOPE OF A SIDE HILL,
 HW1954'AT A LARGE FILL ON THE HIGHWAY, 20 YARDS NORTH OF THE CENTERLINE
 HW1954'OF THE HIGHWAY, AND IN THE ROOT OF A 12-INCH TREE.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2930 ***********************************************************************
 JV2930  DESIGNATION -  74 BORR
 JV2930  PID         -  JV2930
 JV2930  STATE/COUNTY-  WV/BERKELEY
 JV2930  USGS QUAD   -  MARTINSBURG (1979)
 JV2930
 JV2930                         *CURRENT SURVEY CONTROL
 JV2930  ___________________________________________________________________
 JV2930* NAD 83(1986)-  39 27 09.     (N)    077 57 16.     (W)     SCALED    
 JV2930* NAVD 88     -       121.582  (meters)     398.89   (feet)  ADJUSTED  
 JV2930  ___________________________________________________________________
 JV2930  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JV2930  DYNAMIC HT  -         121.509 (meters)     398.65  (feet)  COMP
 JV2930  MODELED GRAV-     980,023.7   (mgal)                       NAVD 88
 JV2930
 JV2930  VERT ORDER  -  SECOND    CLASS 0
 JV2930
 JV2930.The horizontal coordinates were scaled from a topographic map and have
 JV2930.an estimated accuracy of +/- 6 seconds.
 JV2930
 JV2930.The orthometric height was determined by differential leveling
 JV2930.and adjusted by the National Geodetic Survey in June 1991..
 JV2930
 JV2930.The geoid height was determined by GEOID03.
 JV2930
 JV2930.The dynamic height is computed by dividing the NAVD 88
 JV2930.geopotential number by the normal gravity value computed on the
 JV2930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2930.degrees latitude (g = 980.6199 gals.).
 JV2930
 JV2930.The modeled gravity was interpolated from observed gravity values.
 JV2930
 JV2930;                    North         East    Units  Estimated Accuracy
 JV2930;SPC WV N     -   106,890.      733,020.      MT  (+/- 180 meters Scaled)
 JV2930
 JV2930                          SUPERSEDED SURVEY CONTROL
 JV2930
 JV2930  NGVD 29 (??/??/??)  121.754  (m)          399.45   (f) ADJUSTED    2 0
 JV2930
 JV2930.Superseded values are not recommended for survey control.
 JV2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2930.See file dsdata.txt to determine how the superseded data were derived.
 JV2930
 JV2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ457711(NAD 83)
 JV2930_MARKER: B = BOLT
 JV2930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2930_SP_SET: BRIDGE COPING
 JV2930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2930
 JV2930  HISTORY     - Date     Condition        Report By
 JV2930  HISTORY     - UNK      MONUMENTED       BORR
 JV2930  HISTORY     - 1934     GOOD             CGS
 JV2930  HISTORY     - 1965     GOOD             CGS
 JV2930  HISTORY     - 1983     GOOD             NGS
 JV2930
 JV2930                          STATION DESCRIPTION
 JV2930
 JV2930'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JV2930'0.7 MI SE FROM MARTINSBURG.
 JV2930'ABOUT 0.7 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JV2930'FROM MARTINSBURG, BERKELEY COUNTY, ABOUT 240 FEET WEST OF
 JV2930'MILEPOST B 99, AT BRIDGE 49, AND IN THE MIDDLE OF THE NORTH
 JV2930'COPING.  THE TOP OF A COPPER BOLT.
 JV2930
 JV2930                          STATION RECOVERY (1965)
 JV2930
 JV2930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JV2930'RECOVERED IN GOOD CONDITION.
 JV2930
 JV2930                          STATION RECOVERY (1983)
 JV2930
 JV2930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0320 ***********************************************************************
 JW0320  DESIGNATION -  742
 JW0320  PID         -  JW0320
 JW0320  STATE/COUNTY-  WV/HAMPSHIRE
 JW0320  USGS QUAD   -  OLD FIELDS (1970)
 JW0320
 JW0320                         *CURRENT SURVEY CONTROL
 JW0320  ___________________________________________________________________
 JW0320* NAD 83(1986)-  39 12 11.     (N)    078 52 35.     (W)     SCALED    
 JW0320* NAVD 88     -       226.045  (meters)     741.62   (feet)  ADJUSTED  
 JW0320  ___________________________________________________________________
 JW0320  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JW0320  DYNAMIC HT  -         225.902 (meters)     741.15  (feet)  COMP
 JW0320  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 JW0320
 JW0320  VERT ORDER  -  SECOND    CLASS 0
 JW0320
 JW0320.The horizontal coordinates were scaled from a topographic map and have
 JW0320.an estimated accuracy of +/- 6 seconds.
 JW0320
 JW0320.The orthometric height was determined by differential leveling
 JW0320.and adjusted by the National Geodetic Survey in June 1991..
 JW0320
 JW0320.The geoid height was determined by GEOID03.
 JW0320
 JW0320.The dynamic height is computed by dividing the NAVD 88
 JW0320.geopotential number by the normal gravity value computed on the
 JW0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0320.degrees latitude (g = 980.6199 gals.).
 JW0320
 JW0320.The modeled gravity was interpolated from observed gravity values.
 JW0320
 JW0320;                    North         East    Units  Estimated Accuracy
 JW0320;SPC WV N     -    78,240.      653,860.      MT  (+/- 180 meters Scaled)
 JW0320
 JW0320                          SUPERSEDED SURVEY CONTROL
 JW0320
 JW0320  NGVD 29 (??/??/92)  226.206  (m)          742.14   (f) ADJ UNCH    2 0
 JW0320
 JW0320.Superseded values are not recommended for survey control.
 JW0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0320.See file dsdata.txt to determine how the superseded data were derived.
 JW0320
 JW0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD833414(NAD 83)
 JW0320_MARKER: DD = SURVEY DISK
 JW0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0320_SP_SET: WALL
 JW0320_STAMPING: W VA 742 1920
 JW0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0320
 JW0320  HISTORY     - Date     Condition        Report By
 JW0320  HISTORY     - 1920     MONUMENTED       USGS
 JW0320  HISTORY     - 1934     GOOD             NGS
 JW0320
 JW0320                          STATION DESCRIPTION
 JW0320
 JW0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0320'11 MI N FROM MOOREFIELD.
 JW0320'IN HAMPSHIRE COUNTY, 11 MILES NORTH ALONG THE BALTIMORE AND
 JW0320'OHIO RAILROAD FROM MOOREFIELD, HARDY COUNTY, 19 YARDS NORTH OF
 JW0320'THE SIGN AT TROUGH CLUB FLAG STOP, 6.5 YARDS WEST OF THE SOUTH
 JW0320'END OF A BUILDING, IN THE TOP OF THE SOUTH END OF A STONE
 JW0320'WALL, 4.5 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND 1
 JW0320'FOOT LOWER THAN THE BASE OF THE RAIL.  A U.S. GEOLOGICAL SURVEY
 JW0320'STANDARD DISK, STAMPED W. VA. 742 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0131 ***********************************************************************
 GY0131  DESIGNATION -  743
 GY0131  PID         -  GY0131
 GY0131  STATE/COUNTY-  WV/MINGO
 GY0131  USGS QUAD   -  MAJESTIC (1977)
 GY0131
 GY0131                         *CURRENT SURVEY CONTROL
 GY0131  ___________________________________________________________________
 GY0131* NAD 83(1986)-  37 33 13.     (N)    082 06 12.     (W)     SCALED    
 GY0131* NAVD 88     -       226.314  (meters)     742.50   (feet)  ADJUSTED  
 GY0131  ___________________________________________________________________
 GY0131  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GY0131  DYNAMIC HT  -         226.140 (meters)     741.93  (feet)  COMP
 GY0131  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 GY0131
 GY0131  VERT ORDER  -  SECOND    CLASS 0
 GY0131
 GY0131.The horizontal coordinates were scaled from a topographic map and have
 GY0131.an estimated accuracy of +/- 6 seconds.
 GY0131
 GY0131.The orthometric height was determined by differential leveling
 GY0131.and adjusted by the National Geodetic Survey in June 1991..
 GY0131
 GY0131.The geoid height was determined by GEOID03.
 GY0131
 GY0131.The dynamic height is computed by dividing the NAVD 88
 GY0131.geopotential number by the normal gravity value computed on the
 GY0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0131.degrees latitude (g = 980.6199 gals.).
 GY0131
 GY0131.The modeled gravity was interpolated from observed gravity values.
 GY0131
 GY0131;                    North         East    Units  Estimated Accuracy
 GY0131;SPC WV S     -    62,030.      502,510.      MT  (+/- 180 meters Scaled)
 GY0131
 GY0131                          SUPERSEDED SURVEY CONTROL
 GY0131
 GY0131  NGVD 29 (??/??/92)  226.528  (m)          743.20   (f) ADJ UNCH    2 0
 GY0131
 GY0131.Superseded values are not recommended for survey control.
 GY0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0131.See file dsdata.txt to determine how the superseded data were derived.
 GY0131
 GY0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB025568(NAD 83)
 GY0131_MARKER: DD = SURVEY DISK
 GY0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0131_SP_SET: ABUTMENT
 GY0131_STAMPING: 743
 GY0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0131
 GY0131  HISTORY     - Date     Condition        Report By
 GY0131  HISTORY     - UNK      MONUMENTED       USGS
 GY0131  HISTORY     - 1935     GOOD             NGS
 GY0131
 GY0131                          STATION DESCRIPTION
 GY0131
 GY0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0131'AT CEDAR.
 GY0131'AT CEDAR, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GY0131'0.2 MILE SOUTH OF THE STATION, 0.1 MILE SOUTH OF MILEPOST N 450,
 GY0131'50 FEET WEST OF THE MAIN TRACK, AT BRIDGE 2141 OVER TUG FORK
 GY0131'RIVER, 4.3 FEET EAST OF THE EAST RAIL OF A SPUR TRACK LEADING
 GY0131'ACROSS THE BRIDGE INTO KENTUCKY, IN THE TOP OF THE EAST CORNER
 GY0131'OF THE NORTH ABUTMENT, AND 1.5 FEET BELOW THE LEVEL OF THE
 GY0131'RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GY0131'743.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0799 ***********************************************************************
 KY0799  DESIGNATION -  743
 KY0799  PID         -  KY0799
 KY0799  STATE/COUNTY-  WV/BROOKE
 KY0799  USGS QUAD   -  WEIRTON (1994)
 KY0799
 KY0799                         *CURRENT SURVEY CONTROL
 KY0799  ___________________________________________________________________
 KY0799* NAD 83(1986)-  40 23 23.     (N)    080 34 04.     (W)     SCALED    
 KY0799* NAVD 88     -       226.154  (meters)     741.97   (feet)  ADJUSTED  
 KY0799  ___________________________________________________________________
 KY0799  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KY0799  DYNAMIC HT  -         226.035 (meters)     741.58  (feet)  COMP
 KY0799  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 KY0799
 KY0799  VERT ORDER  -  SECOND    CLASS 0
 KY0799
 KY0799.The horizontal coordinates were scaled from a topographic map and have
 KY0799.an estimated accuracy of +/- 6 seconds.
 KY0799
 KY0799.The orthometric height was determined by differential leveling
 KY0799.and adjusted by the National Geodetic Survey in June 1991..
 KY0799
 KY0799.The geoid height was determined by GEOID03.
 KY0799
 KY0799.The dynamic height is computed by dividing the NAVD 88
 KY0799.geopotential number by the normal gravity value computed on the
 KY0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0799.degrees latitude (g = 980.6199 gals.).
 KY0799
 KY0799.The modeled gravity was interpolated from observed gravity values.
 KY0799
 KY0799;                    North         East    Units  Estimated Accuracy
 KY0799;SPC WV N     -   210,340.      509,340.      MT  (+/- 180 meters Scaled)
 KY0799
 KY0799                          SUPERSEDED SURVEY CONTROL
 KY0799
 KY0799  NGVD 29 (??/??/92)  226.327  (m)          742.54   (f) ADJ UNCH    2 0
 KY0799
 KY0799.Superseded values are not recommended for survey control.
 KY0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0799.See file dsdata.txt to determine how the superseded data were derived.
 KY0799
 KY0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE366711(NAD 83)
 KY0799_MARKER: X = CHISELED CROSS
 KY0799_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0799_SP_SET: BRIDGE
 KY0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0799
 KY0799  HISTORY     - Date     Condition        Report By
 KY0799  HISTORY     - UNK      MONUMENTED       PRR
 KY0799  HISTORY     - 1960     GOOD             NGS
 KY0799  HISTORY     - 1983     GOOD             NGS
 KY0799
 KY0799                          STATION DESCRIPTION
 KY0799
 KY0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0799'3 MI W FROM COLLIER.
 KY0799'ABOUT 3.05 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0799'OVERPASS 35-54 OVER A ROAD AND CREEK AT COLLIER, 4 FEET
 KY0799'EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL, A 3-BY 3-INCH CHISELED
 KY0799'CROSS ON TOP OF THE EAST-SOUTHEAST STONE HEAD WALL OF TRIPLE STONE
 KY0799'ARCH BRIDGE NO. 38-57 OVER A CREEK, 3.8 FEET NORTH-NORTHWEST
 KY0799'OF THE SOUTH-SOUTHEAST END OF HEAD WALL, ABOUT 1 FOOT BELOW
 KY0799'THE LEVEL OF THE TRACK, AND MARKED BY THE CHISELED LETTERS
 KY0799'B M.  NOTE-- THE BRIDGE IS STONE MASONRY ON ONE SIDE OF THE
 KY0799'TRACK AND CONCRETE ON OTHER SIDE OF TRACK.
 KY0799
 KY0799                          STATION RECOVERY (1983)
 KY0799
 KY0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0799'RECOVERED IN GOOD CONDITION, INACCESSIBLE, NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0328 ***********************************************************************
 JX0328  DESIGNATION -  744
 JX0328  PID         -  JX0328
 JX0328  STATE/COUNTY-  WV/TYLER
 JX0328  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0328
 JX0328                         *CURRENT SURVEY CONTROL
 JX0328  ___________________________________________________________________
 JX0328* NAD 83(1986)-  39 29 31.     (N)    080 54 14.     (W)     SCALED    
 JX0328* NAVD 88     -       226.981  (meters)     744.69   (feet)  ADJUSTED  
 JX0328  ___________________________________________________________________
 JX0328  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JX0328  DYNAMIC HT  -         226.845 (meters)     744.24  (feet)  COMP
 JX0328  MODELED GRAV-     980,022.0   (mgal)                       NAVD 88
 JX0328
 JX0328  VERT ORDER  -  SECOND    CLASS 0
 JX0328
 JX0328.The horizontal coordinates were scaled from a topographic map and have
 JX0328.an estimated accuracy of +/- 6 seconds.
 JX0328
 JX0328.The orthometric height was determined by differential leveling
 JX0328.and adjusted by the National Geodetic Survey in June 1991..
 JX0328
 JX0328.The geoid height was determined by GEOID03.
 JX0328
 JX0328.The dynamic height is computed by dividing the NAVD 88
 JX0328.geopotential number by the normal gravity value computed on the
 JX0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0328.degrees latitude (g = 980.6199 gals.).
 JX0328
 JX0328.The modeled gravity was interpolated from observed gravity values.
 JX0328
 JX0328;                    North         East    Units  Estimated Accuracy
 JX0328;SPC WV N     -   111,070.      479,250.      MT  (+/- 180 meters Scaled)
 JX0328
 JX0328                          SUPERSEDED SURVEY CONTROL
 JX0328
 JX0328  NGVD 29 (??/??/92)  227.144  (m)          745.22   (f) ADJ UNCH    2 0
 JX0328
 JX0328.Superseded values are not recommended for survey control.
 JX0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0328.See file dsdata.txt to determine how the superseded data were derived.
 JX0328
 JX0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND082713(NAD 83)
 JX0328_MARKER: DD = SURVEY DISK
 JX0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0328_SP_SET: BUILDING
 JX0328_STAMPING: 744 GRAFTON 1903
 JX0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0328
 JX0328  HISTORY     - Date     Condition        Report By
 JX0328  HISTORY     - 1903     MONUMENTED       USGS
 JX0328  HISTORY     - 1957     GOOD             NGS
 JX0328
 JX0328                          STATION DESCRIPTION
 JX0328
 JX0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0328'AT MIDDLEBOURNE.
 JX0328'AT MIDDLEBOURNE, AT THE COUNTY COURT HOUSE, SET VERTICALLY IN
 JX0328'THE WEST FACE OF BASEMENT WINDOW LEDGE TO JAILERS QUARTERS, 7 1/2
 JX0328'FEET SOUTH OF NORTHWEST CORNER OF BUILDING, 3 FEET ABOVE GROUND
 JX0328'AND ABOUT 10 FEET ABOVE LEVEL OF STATE HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1677 ***********************************************************************
 HX1677  DESIGNATION -  745
 HX1677  PID         -  HX1677
 HX1677  STATE/COUNTY-  WV/ROANE
 HX1677  USGS QUAD   -  SPENCER (1986)
 HX1677
 HX1677                         *CURRENT SURVEY CONTROL
 HX1677  ___________________________________________________________________
 HX1677* NAD 83(1986)-  38 47 29.     (N)    081 15 37.     (W)     SCALED    
 HX1677* NAVD 88     -       226.848  (meters)     744.25   (feet)  ADJUSTED  
 HX1677  ___________________________________________________________________
 HX1677  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HX1677  DYNAMIC HT  -         226.700 (meters)     743.76  (feet)  COMP
 HX1677  MODELED GRAV-     979,968.5   (mgal)                       NAVD 88
 HX1677
 HX1677  VERT ORDER  -  SECOND    CLASS 0
 HX1677
 HX1677.The horizontal coordinates were scaled from a topographic map and have
 HX1677.an estimated accuracy of +/- 6 seconds.
 HX1677
 HX1677.The orthometric height was determined by differential leveling
 HX1677.and adjusted by the National Geodetic Survey in June 1991..
 HX1677
 HX1677.The geoid height was determined by GEOID03.
 HX1677
 HX1677.The dynamic height is computed by dividing the NAVD 88
 HX1677.geopotential number by the normal gravity value computed on the
 HX1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1677.degrees latitude (g = 980.6199 gals.).
 HX1677
 HX1677.The modeled gravity was interpolated from observed gravity values.
 HX1677
 HX1677;                    North         East    Units  Estimated Accuracy
 HX1677;SPC WV S     -   198,860.      577,390.      MT  (+/- 180 meters Scaled)
 HX1677
 HX1677                          SUPERSEDED SURVEY CONTROL
 HX1677
 HX1677  NGVD 29 (??/??/92)  227.017  (m)          744.80   (f) ADJ UNCH    2 0
 HX1677
 HX1677.Superseded values are not recommended for survey control.
 HX1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1677.See file dsdata.txt to determine how the superseded data were derived.
 HX1677
 HX1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC773936(NAD 83)
 HX1677_MARKER: DD = SURVEY DISK
 HX1677_SETTING: 66 = SET IN ROCK OUTCROP
 HX1677_SP_SET: ROCK OUTCROP
 HX1677_STAMPING: 745
 HX1677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1677+STABILITY: POSITION/ELEVATION WELL
 HX1677
 HX1677  HISTORY     - Date     Condition        Report By
 HX1677  HISTORY     - UNK      MONUMENTED       USGS
 HX1677  HISTORY     - 1933     GOOD             NGS
 HX1677
 HX1677                          STATION DESCRIPTION
 HX1677
 HX1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX1677'5.6 MI E FROM SPENCER.
 HX1677'5.6 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE COURTHOUSE AT
 HX1677'SPENCER, 16 YARDS NORTHEAST OF A SYCAMORE TREE ACROSS A CREEK, 8
 HX1677'YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A
 HX1677'LARGE ROCK OUTCROP, AND LEVEL WITH THE HIGHWAY.  A UNITED STATES
 HX1677'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 745.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1760 ***********************************************************************
 HX1760  DESIGNATION -  748
 HX1760  PID         -  HX1760
 HX1760  STATE/COUNTY-  WV/ROANE
 HX1760  USGS QUAD   -  WALTON (1976)
 HX1760
 HX1760                         *CURRENT SURVEY CONTROL
 HX1760  ___________________________________________________________________
 HX1760* NAD 83(1986)-  38 42 02.     (N)    081 29 02.     (W)     SCALED    
 HX1760* NAVD 88     -       227.306  (meters)     745.75   (feet)  ADJUSTED  
 HX1760  ___________________________________________________________________
 HX1760  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HX1760  DYNAMIC HT  -         227.154 (meters)     745.25  (feet)  COMP
 HX1760  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 HX1760
 HX1760  VERT ORDER  -  SECOND    CLASS 0
 HX1760
 HX1760.The horizontal coordinates were scaled from a topographic map and have
 HX1760.an estimated accuracy of +/- 6 seconds.
 HX1760
 HX1760.The orthometric height was determined by differential leveling
 HX1760.and adjusted by the National Geodetic Survey in June 1991..
 HX1760
 HX1760.The geoid height was determined by GEOID03.
 HX1760
 HX1760.The dynamic height is computed by dividing the NAVD 88
 HX1760.geopotential number by the normal gravity value computed on the
 HX1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1760.degrees latitude (g = 980.6199 gals.).
 HX1760
 HX1760.The modeled gravity was interpolated from observed gravity values.
 HX1760
 HX1760;                    North         East    Units  Estimated Accuracy
 HX1760;SPC WV S     -   188,860.      557,910.      MT  (+/- 180 meters Scaled)
 HX1760
 HX1760                          SUPERSEDED SURVEY CONTROL
 HX1760
 HX1760  NGVD 29 (??/??/92)  227.478  (m)          746.32   (f) ADJ UNCH    2 0
 HX1760
 HX1760.Superseded values are not recommended for survey control.
 HX1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1760.See file dsdata.txt to determine how the superseded data were derived.
 HX1760
 HX1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC579836(NAD 83)
 HX1760_MARKER: DD = SURVEY DISK
 HX1760_SETTING: 66 = SET IN ROCK OUTCROP
 HX1760_SP_SET: PROJECTING ROCK
 HX1760_STAMPING: 748
 HX1760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1760+STABILITY: POSITION/ELEVATION WELL
 HX1760
 HX1760  HISTORY     - Date     Condition        Report By
 HX1760  HISTORY     - UNK      MONUMENTED       USGS
 HX1760  HISTORY     - 1956     GOOD             NGS
 HX1760
 HX1760                          STATION DESCRIPTION
 HX1760
 HX1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1760'1.3 MI N FROM HARMONY.
 HX1760'ABOUT 1.3 MILES NORTH ALONG A ROAD FOLLOWING COX FORK FROM THE
 HX1760'CONCRETE BRIDGE OVER COX FORK AT HARMONY, THENCE ABOUT 58 YARDS
 HX1760'NORTHWEST ALONG A ROAD LEADING INTO WOLFCAMP RUN, 59 FEET SOUTHWEST
 HX1760'OF CENTER LINE OF WOLFCAMP RUN ROAD, 8 FEET WEST-NORTHWEST
 HX1760'OF NORTHWEST CORNER OF A 2-STORY GARAGE BUILDING, 56 1/2 FEET
 HX1760'EAST-SOUTHEAST OF SOUTHEAST CORNER OF CHIMNEY OF A HOUSE WITH
 HX1760'ASBESTOS SIDING, IN THE TOP OF A ROCK PROJECTING WHICH IS NEAR
 HX1760'THE TOP OF A STEEP BANK AND ABOUT 17 FEET ABOVE LEVEL OF
 HX1760'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2931 ***********************************************************************
 JV2931  DESIGNATION -  75 BORR
 JV2931  PID         -  JV2931
 JV2931  STATE/COUNTY-  WV/BERKELEY
 JV2931  USGS QUAD   -  MARTINSBURG (1979)
 JV2931
 JV2931                         *CURRENT SURVEY CONTROL
 JV2931  ___________________________________________________________________
 JV2931* NAD 83(1986)-  39 27 47.     (N)    077 57 45.     (W)     SCALED    
 JV2931* NAVD 88     -       131.834  (meters)     432.53   (feet)  ADJUSTED  
 JV2931  ___________________________________________________________________
 JV2931  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JV2931  DYNAMIC HT  -         131.755 (meters)     432.27  (feet)  COMP
 JV2931  MODELED GRAV-     980,024.3   (mgal)                       NAVD 88
 JV2931
 JV2931  VERT ORDER  -  SECOND    CLASS 0
 JV2931
 JV2931.The horizontal coordinates were scaled from a topographic map and have
 JV2931.an estimated accuracy of +/- 6 seconds.
 JV2931
 JV2931.The orthometric height was determined by differential leveling
 JV2931.and adjusted by the National Geodetic Survey in June 1991..
 JV2931
 JV2931.The geoid height was determined by GEOID03.
 JV2931
 JV2931.The dynamic height is computed by dividing the NAVD 88
 JV2931.geopotential number by the normal gravity value computed on the
 JV2931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2931.degrees latitude (g = 980.6199 gals.).
 JV2931
 JV2931.The modeled gravity was interpolated from observed gravity values.
 JV2931
 JV2931;                    North         East    Units  Estimated Accuracy
 JV2931;SPC WV N     -   108,050.      732,300.      MT  (+/- 180 meters Scaled)
 JV2931
 JV2931                          SUPERSEDED SURVEY CONTROL
 JV2931
 JV2931  NGVD 29 (??/??/??)  132.003  (m)          433.08   (f) ADJUSTED    2 0
 JV2931
 JV2931.Superseded values are not recommended for survey control.
 JV2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2931.See file dsdata.txt to determine how the superseded data were derived.
 JV2931
 JV2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ451723(NAD 83)
 JV2931_MARKER: B = BOLT
 JV2931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2931_SP_SET: BRIDGE COPING
 JV2931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2931
 JV2931  HISTORY     - Date     Condition        Report By
 JV2931  HISTORY     - UNK      MONUMENTED       BORR
 JV2931  HISTORY     - 1934     GOOD             CGS
 JV2931  HISTORY     - 1965     GOOD             CGS
 JV2931  HISTORY     - 1978     GOOD             ALSTER
 JV2931  HISTORY     - 1983     MARK NOT FOUND   NGS
 JV2931
 JV2931                          STATION DESCRIPTION
 JV2931
 JV2931'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JV2931'0.2 MI N FROM MARTINSBURG.
 JV2931'ABOUT 0.2 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JV2931'THE STATION AT MARTINSBURG, BERKELEY COUNTY, ABOUT 280 FEET SOUTH
 JV2931'OF MILEPOST B 100, AT AN ARCH BRIDGE, IN THE TOP OF THE EAST
 JV2931'COPING, AND 6 FEET SOUTH OF THE NORTH END.  THE TOP OF A COPPER
 JV2931'BOLT.
 JV2931
 JV2931                          STATION RECOVERY (1965)
 JV2931
 JV2931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JV2931'RECOVERED IN GOOD CONDITION.
 JV2931
 JV2931                          STATION RECOVERY (1978)
 JV2931
 JV2931'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978
 JV2931'RECOVERED IN GOOD CONDITION.
 JV2931
 JV2931                          STATION RECOVERY (1983)
 JV2931
 JV2931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0295 ***********************************************************************
 HY0295  DESIGNATION -  75+00
 HY0295  PID         -  HY0295
 HY0295  STATE/COUNTY-  WV/MASON
 HY0295  USGS QUAD   -  BEECH HILL (1975)
 HY0295
 HY0295                         *CURRENT SURVEY CONTROL
 HY0295  ___________________________________________________________________
 HY0295* NAD 83(1986)-  38 48 02.     (N)    082 02 32.     (W)     SCALED    
 HY0295* NAVD 88     -       174.258  (meters)     571.71   (feet)  ADJUSTED  
 HY0295  ___________________________________________________________________
 HY0295  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HY0295  DYNAMIC HT  -         174.146 (meters)     571.34  (feet)  COMP
 HY0295  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 HY0295
 HY0295  VERT ORDER  -  FIRST     CLASS II
 HY0295
 HY0295.The horizontal coordinates were scaled from a topographic map and have
 HY0295.an estimated accuracy of +/- 6 seconds.
 HY0295
 HY0295.The orthometric height was determined by differential leveling
 HY0295.and adjusted by the National Geodetic Survey in June 1991..
 HY0295
 HY0295.The geoid height was determined by GEOID03.
 HY0295
 HY0295.The dynamic height is computed by dividing the NAVD 88
 HY0295.geopotential number by the normal gravity value computed on the
 HY0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0295.degrees latitude (g = 980.6199 gals.).
 HY0295
 HY0295.The modeled gravity was interpolated from observed gravity values.
 HY0295
 HY0295;                    North         East    Units  Estimated Accuracy
 HY0295;SPC WV S     -   200,360.      509,470.      MT  (+/- 180 meters Scaled)
 HY0295
 HY0295                          SUPERSEDED SURVEY CONTROL
 HY0295
 HY0295  NGVD 29 (??/??/92)  174.454  (m)          572.35   (f) ADJ UNCH    1 2
 HY0295
 HY0295.Superseded values are not recommended for survey control.
 HY0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0295.See file dsdata.txt to determine how the superseded data were derived.
 HY0295
 HY0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC094951(NAD 83)
 HY0295_MARKER: Z = SEE DESCRIPTION
 HY0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0295_SP_SET: VERTICAL RAIL
 HY0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0295
 HY0295  HISTORY     - Date     Condition        Report By
 HY0295  HISTORY     - UNK      MONUMENTED       NYCRR
 HY0295  HISTORY     - 1956     GOOD             NGS
 HY0295
 HY0295                          STATION DESCRIPTION
 HY0295
 HY0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0295'0.8 MI SE FROM AMBROSIA.
 HY0295'ABOUT 3/4 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HY0295'FROM VILLAGE OF AMBROSIA, ABOUT 0.1 MILE NORTHWEST OF
 HY0295'METHODIST CHURCH AND CEMETERY AT BRIGHTON, 15 1/2 FEET
 HY0295'SOUTH-SOUTHWEST OF NEAR RAIL OF TRACK, 14 FEET SOUTH-SOUTHEAST
 HY0295'OF SOUTHWEST END OF A 10-INCH TILE CULVERT UNDER TRACK, 4 1/2
 HY0295'FEET NORTH-NORTHEAST OF MILE POST COR 75, ABOUT 1 1/2 FEET
 HY0295'BELOW LEVEL OF TRACK AND IS THE TOP OF A VERTICAL RAIL
 HY0295'PROJECTING 12 INCHES.  THE TOP OF THE RAIL SECTION IF NOT
 HY0295'LEVEL.  THE POINT LEVELED TOO IS THE CENTER OF THE WEB OF THE
 HY0295'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0965 ***********************************************************************
 JX0965  DESIGNATION -  752
 JX0965  PID         -  JX0965
 JX0965  STATE/COUNTY-  WV/RITCHIE
 JX0965  USGS QUAD   -  PETROLEUM (1987)
 JX0965
 JX0965                         *CURRENT SURVEY CONTROL
 JX0965  ___________________________________________________________________
 JX0965* NAD 83(1986)-  39 11 39.     (N)    081 18 15.     (W)     SCALED    
 JX0965* NAVD 88     -       229.016  (meters)     751.36   (feet)  ADJUSTED  
 JX0965  ___________________________________________________________________
 JX0965  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JX0965  DYNAMIC HT  -         228.874 (meters)     750.90  (feet)  COMP
 JX0965  MODELED GRAV-     980,002.1   (mgal)                       NAVD 88
 JX0965
 JX0965  VERT ORDER  -  FIRST     CLASS II
 JX0965
 JX0965.The horizontal coordinates were scaled from a topographic map and have
 JX0965.an estimated accuracy of +/- 6 seconds.
 JX0965
 JX0965.The orthometric height was determined by differential leveling
 JX0965.and adjusted by the National Geodetic Survey in June 1991..
 JX0965
 JX0965.The geoid height was determined by GEOID03.
 JX0965
 JX0965.The dynamic height is computed by dividing the NAVD 88
 JX0965.geopotential number by the normal gravity value computed on the
 JX0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0965.degrees latitude (g = 980.6199 gals.).
 JX0965
 JX0965.The modeled gravity was interpolated from observed gravity values.
 JX0965
 JX0965;                    North         East    Units  Estimated Accuracy
 JX0965;SPC WV N     -    78,630.      444,160.      MT  (+/- 180 meters Scaled)
 JX0965
 JX0965                          SUPERSEDED SURVEY CONTROL
 JX0965
 JX0965  NGVD 29 (??/??/92)  229.194  (m)          751.95   (f) ADJ UNCH    1 2
 JX0965
 JX0965.Superseded values are not recommended for survey control.
 JX0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0965.See file dsdata.txt to determine how the superseded data were derived.
 JX0965
 JX0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD737383(NAD 83)
 JX0965_MARKER: DD = SURVEY DISK
 JX0965_SETTING: 66 = SET IN ROCK OUTCROP
 JX0965_SP_SET: ROCK CLIFF
 JX0965_STAMPING: 752 ADJ 1903
 JX0965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0965+STABILITY: POSITION/ELEVATION WELL
 JX0965
 JX0965  HISTORY     - Date     Condition        Report By
 JX0965  HISTORY     - 1903     MONUMENTED       USGS
 JX0965  HISTORY     - 1943     GOOD             NGS
 JX0965
 JX0965                          STATION DESCRIPTION
 JX0965
 JX0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0965'2.6 MI W FROM PETROLEUM.
 JX0965'2.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0965'STATION AT PETROLEUM, RITCHIE COUNTY, 0.5 MILE EAST OF EATON,
 JX0965'ABOUT 400 FEET EAST OF A DIRT-ROAD CROSSING, 13.5 FEET WEST OF
 JX0965'POLE 364+9, 9.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, IN
 JX0965'THE FACE OF A ROCK CLIFF, AND ABOUT 2 FEET ABOVE THE LEVEL
 JX0965'OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JX0965'STAMPED 752 ADJ 1903 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0135 ***********************************************************************
 GY0135  DESIGNATION -  753
 GY0135  PID         -  GY0135
 GY0135  STATE/COUNTY-  WV/MINGO
 GY0135  USGS QUAD   -  MAJESTIC (1977)
 GY0135
 GY0135                         *CURRENT SURVEY CONTROL
 GY0135  ___________________________________________________________________
 GY0135* NAD 83(1986)-  37 32 47.     (N)    082 03 53.     (W)     SCALED    
 GY0135* NAVD 88     -       231.042  (meters)     758.01   (feet)  ADJUSTED  
 GY0135  ___________________________________________________________________
 GY0135  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GY0135  DYNAMIC HT  -         230.864 (meters)     757.43  (feet)  COMP
 GY0135  MODELED GRAV-     979,853.4   (mgal)                       NAVD 88
 GY0135
 GY0135  VERT ORDER  -  SECOND    CLASS 0
 GY0135
 GY0135.The horizontal coordinates were scaled from a topographic map and have
 GY0135.an estimated accuracy of +/- 6 seconds.
 GY0135
 GY0135.The orthometric height was determined by differential leveling
 GY0135.and adjusted by the National Geodetic Survey in June 1991..
 GY0135
 GY0135.The geoid height was determined by GEOID03.
 GY0135
 GY0135.The dynamic height is computed by dividing the NAVD 88
 GY0135.geopotential number by the normal gravity value computed on the
 GY0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0135.degrees latitude (g = 980.6199 gals.).
 GY0135
 GY0135.The modeled gravity was interpolated from observed gravity values.
 GY0135
 GY0135;                    North         East    Units  Estimated Accuracy
 GY0135;SPC WV S     -    61,180.      505,910.      MT  (+/- 180 meters Scaled)
 GY0135
 GY0135                          SUPERSEDED SURVEY CONTROL
 GY0135
 GY0135  NGVD 29 (??/??/92)  231.254  (m)          758.71   (f) ADJ UNCH    2 0
 GY0135
 GY0135.Superseded values are not recommended for survey control.
 GY0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0135.See file dsdata.txt to determine how the superseded data were derived.
 GY0135
 GY0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB059560(NAD 83)
 GY0135_MARKER: DD = SURVEY DISK
 GY0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0135_SP_SET: ABUTMENT
 GY0135_STAMPING: 753 09
 GY0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0135
 GY0135  HISTORY     - Date     Condition        Report By
 GY0135  HISTORY     - UNK      MONUMENTED       USGS
 GY0135  HISTORY     - 1957     GOOD             NGS
 GY0135
 GY0135                          STATION DESCRIPTION
 GY0135
 GY0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0135'0.6 MI NW FROM DEVON.
 GY0135'ABOUT 0.6 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0135'FROM THE STATION AT DEVON, IN THE TOP OF THE NORTHEAST END OF
 GY0135'NORTHWEST ABUTMENT OF RAILROAD BRIDGE NO. 924 OVER BEECH CREEK
 GY0135'ROAD AND BEECH CREEK, 6 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 2
 GY0135'FEET SOUTHWEST OF THE NORTHEAST END OF HEAD WALL AND 1/2 FOOT
 GY0135'BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0332 ***********************************************************************
 JW0332  DESIGNATION -  755
 JW0332  PID         -  JW0332
 JW0332  STATE/COUNTY-  WV/HAMPSHIRE
 JW0332  USGS QUAD   -  ROMNEY (1979)
 JW0332
 JW0332                         *CURRENT SURVEY CONTROL
 JW0332  ___________________________________________________________________
 JW0332* NAD 83(1986)-  39 18 47.     (N)    078 51 31.     (W)     SCALED    
 JW0332* NAVD 88     -       236.068  (meters)     774.50   (feet)  ADJUSTED  
 JW0332  ___________________________________________________________________
 JW0332  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JW0332  DYNAMIC HT  -         235.924 (meters)     774.03  (feet)  COMP
 JW0332  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 JW0332
 JW0332  VERT ORDER  -  SECOND    CLASS 0
 JW0332
 JW0332.The horizontal coordinates were scaled from a topographic map and have
 JW0332.an estimated accuracy of +/- 6 seconds.
 JW0332
 JW0332.The orthometric height was determined by differential leveling
 JW0332.and adjusted by the National Geodetic Survey in June 1991..
 JW0332
 JW0332.The geoid height was determined by GEOID03.
 JW0332
 JW0332.The dynamic height is computed by dividing the NAVD 88
 JW0332.geopotential number by the normal gravity value computed on the
 JW0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0332.degrees latitude (g = 980.6199 gals.).
 JW0332
 JW0332.The modeled gravity was interpolated from observed gravity values.
 JW0332
 JW0332;                    North         East    Units  Estimated Accuracy
 JW0332;SPC WV N     -    90,460.      655,310.      MT  (+/- 180 meters Scaled)
 JW0332
 JW0332                          SUPERSEDED SURVEY CONTROL
 JW0332
 JW0332  NGVD 29 (??/??/92)  236.24   (m)          775.1    (f) COMPUTED    2 0
 JW0332
 JW0332.Superseded values are not recommended for survey control.
 JW0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0332.See file dsdata.txt to determine how the superseded data were derived.
 JW0332
 JW0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD846537(NAD 83)
 JW0332_MARKER: DD = SURVEY DISK
 JW0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0332_SP_SET: BRIDGE
 JW0332_STAMPING: 775 1920
 JW0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0332
 JW0332  HISTORY     - Date     Condition        Report By
 JW0332  HISTORY     - 1920     MONUMENTED       USGS
 JW0332  HISTORY     - 1934     GOOD             NGS
 JW0332
 JW0332                          STATION DESCRIPTION
 JW0332
 JW0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0332'4 MI SE FROM BURLINGTON.
 JW0332'ON U.S. ROUTE 50 1140 YDS. E. FROM JUNC. OF ROUTE 50 AND STATE
 JW0332'HIGHWAY 28 LEADING TO MOOREFIELD.  IN S.E. ABUTMENT OF HIGHWAY
 JW0332'BRIDGE OVER MILL CREEK 18 YDS. W. OF CREAM COLORED HOUSE OF
 JW0332'JOHN MAPHIS 4 YDS. S. FROM CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0293 ***********************************************************************
 HY0293  DESIGNATION -  76+00
 HY0293  PID         -  HY0293
 HY0293  STATE/COUNTY-  WV/MASON
 HY0293  USGS QUAD   -  BEECH HILL (1975)
 HY0293
 HY0293                         *CURRENT SURVEY CONTROL
 HY0293  ___________________________________________________________________
 HY0293* NAD 83(1986)-  38 47 31.     (N)    082 01 36.     (W)     SCALED    
 HY0293* NAVD 88     -       171.080  (meters)     561.28   (feet)  ADJUSTED  
 HY0293  ___________________________________________________________________
 HY0293  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HY0293  DYNAMIC HT  -         170.970 (meters)     560.92  (feet)  COMP
 HY0293  MODELED GRAV-     979,982.6   (mgal)                       NAVD 88
 HY0293
 HY0293  VERT ORDER  -  FIRST     CLASS II
 HY0293
 HY0293.The horizontal coordinates were scaled from a topographic map and have
 HY0293.an estimated accuracy of +/- 6 seconds.
 HY0293
 HY0293.The orthometric height was determined by differential leveling
 HY0293.and adjusted by the National Geodetic Survey in June 1991..
 HY0293
 HY0293.The geoid height was determined by GEOID03.
 HY0293
 HY0293.The dynamic height is computed by dividing the NAVD 88
 HY0293.geopotential number by the normal gravity value computed on the
 HY0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0293.degrees latitude (g = 980.6199 gals.).
 HY0293
 HY0293.The modeled gravity was interpolated from observed gravity values.
 HY0293
 HY0293;                    North         East    Units  Estimated Accuracy
 HY0293;SPC WV S     -   199,390.      510,810.      MT  (+/- 180 meters Scaled)
 HY0293
 HY0293                          SUPERSEDED SURVEY CONTROL
 HY0293
 HY0293  NGVD 29 (??/??/92)  171.27   (m)          561.9    (f) COMPUTED    1 2
 HY0293
 HY0293.Superseded values are not recommended for survey control.
 HY0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0293.See file dsdata.txt to determine how the superseded data were derived.
 HY0293
 HY0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC108941(NAD 83)
 HY0293_MARKER: Z = SEE DESCRIPTION
 HY0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0293_SP_SET: VERTICAL RAIL
 HY0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0293
 HY0293  HISTORY     - Date     Condition        Report By
 HY0293  HISTORY     - UNK      MONUMENTED       CGS
 HY0293  HISTORY     - 1956     MARK NOT FOUND   NGS
 HY0293
 HY0293                          STATION DESCRIPTION
 HY0293
 HY0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0293'1.8 MI SE FROM BROSIA.
 HY0293'ABOUT 1-3/4 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HY0293'FROM BROSIA, MASON COUNTY, AT MILEPOST COR 76, AND SOUTHWEST OF
 HY0293'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0316 ***********************************************************************
 JW0316  DESIGNATION -  769
 JW0316  PID         -  JW0316
 JW0316  STATE/COUNTY-  WV/HARDY
 JW0316  USGS QUAD   -  OLD FIELDS (1970)
 JW0316
 JW0316                         *CURRENT SURVEY CONTROL
 JW0316  ___________________________________________________________________
 JW0316* NAD 83(1986)-  39 09 10.     (N)    078 54 51.     (W)     SCALED    
 JW0316* NAVD 88     -       234.222  (meters)     768.44   (feet)  ADJUSTED  
 JW0316  ___________________________________________________________________
 JW0316  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JW0316  DYNAMIC HT  -         234.076 (meters)     767.96  (feet)  COMP
 JW0316  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 JW0316
 JW0316  VERT ORDER  -  SECOND    CLASS 0
 JW0316
 JW0316.The horizontal coordinates were scaled from a topographic map and have
 JW0316.an estimated accuracy of +/- 6 seconds.
 JW0316
 JW0316.The orthometric height was determined by differential leveling
 JW0316.and adjusted by the National Geodetic Survey in June 1991..
 JW0316
 JW0316.The geoid height was determined by GEOID03.
 JW0316
 JW0316.The dynamic height is computed by dividing the NAVD 88
 JW0316.geopotential number by the normal gravity value computed on the
 JW0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0316.degrees latitude (g = 980.6199 gals.).
 JW0316
 JW0316.The modeled gravity was interpolated from observed gravity values.
 JW0316
 JW0316;                    North         East    Units  Estimated Accuracy
 JW0316;SPC WV N     -    72,630.      650,640.      MT  (+/- 180 meters Scaled)
 JW0316
 JW0316                          SUPERSEDED SURVEY CONTROL
 JW0316
 JW0316  NGVD 29 (??/??/92)  234.382  (m)          768.97   (f) ADJ UNCH    2 0
 JW0316
 JW0316.Superseded values are not recommended for survey control.
 JW0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0316.See file dsdata.txt to determine how the superseded data were derived.
 JW0316
 JW0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD802358(NAD 83)
 JW0316_MARKER: DD = SURVEY DISK
 JW0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0316_SP_SET: BRIDGE
 JW0316_STAMPING: W VA 769 1920
 JW0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0316
 JW0316  HISTORY     - Date     Condition        Report By
 JW0316  HISTORY     - 1920     MONUMENTED       USGS
 JW0316  HISTORY     - 1934     GOOD             NGS
 JW0316
 JW0316                          STATION DESCRIPTION
 JW0316
 JW0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0316'7 MI N FROM MOOREFIELD.
 JW0316'7.0 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0316'MOOREFIELD, HARDY COUNTY, AT THE BRIDGE OVER SOUTH BRANCH OF
 JW0316'POTOMAC RIVER, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT,
 JW0316'5 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND 2 FEET LOWER
 JW0316'THAN THE BASE OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY
 JW0316'STANDARD DISK, STAMPED W. VA 769 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0800 ***********************************************************************
 JW0800  DESIGNATION -  77
 JW0800  PID         -  JW0800
 JW0800  STATE/COUNTY-  WV/PRESTON
 JW0800  USGS QUAD   -  ROWLESBURG (1995)
 JW0800
 JW0800                         *CURRENT SURVEY CONTROL
 JW0800  ___________________________________________________________________
 JW0800* NAD 83(1986)-  39 21 30.     (N)    079 41 40.     (W)     SCALED    
 JW0800* NAVD 88     -       481.889  (meters)    1581.00   (feet)  POSTED    
 JW0800  ___________________________________________________________________
 JW0800  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JW0800  DYNAMIC HT  -         481.580 (meters)    1579.98  (feet)  COMP
 JW0800  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 JW0800
 JW0800  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JW0800
 JW0800.The horizontal coordinates were scaled from a topographic map and have
 JW0800.an estimated accuracy of +/- 6 seconds.
 JW0800
 JW0800.The orthometric height was determined by differential leveling
 JW0800.and adjusted by the National Geodetic Survey in 1992..
 JW0800.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JW0800.rate of 1.1 thru 2.0 mm/km.
 JW0800
 JW0800.The geoid height was determined by GEOID03.
 JW0800
 JW0800.The dynamic height is computed by dividing the NAVD 88
 JW0800.geopotential number by the normal gravity value computed on the
 JW0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0800.degrees latitude (g = 980.6199 gals.).
 JW0800
 JW0800.The modeled gravity was interpolated from observed gravity values.
 JW0800
 JW0800;                    North         East    Units  Estimated Accuracy
 JW0800;SPC WV N     -    95,310.      583,240.      MT  (+/- 180 meters Scaled)
 JW0800
 JW0800                          SUPERSEDED SURVEY CONTROL
 JW0800
 JW0800  NGVD 29 (??/??/92)  482.092  (m)         1581.66   (f) ADJ UNCH    1 2
 JW0800
 JW0800.Superseded values are not recommended for survey control.
 JW0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0800.See file dsdata.txt to determine how the superseded data were derived.
 JW0800
 JW0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD124573(NAD 83)
 JW0800_MARKER: B = BOLT
 JW0800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0800_SP_SET: VIADUCT
 JW0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0800
 JW0800  HISTORY     - Date     Condition        Report By
 JW0800  HISTORY     - UNK      MONUMENTED       BORR
 JW0800  HISTORY     - 1935     GOOD             NGS
 JW0800  HISTORY     - 1935     GOOD             NGS
 JW0800  HISTORY     - 1983     GOOD             NGS
 JW0800
 JW0800                          STATION DESCRIPTION
 JW0800
 JW0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0800'1.7 MI NW FROM ROWLESBURG.
 JW0800'1.7 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0800'THE STATION AT ROWLESBURG, PRESTON COUNTY, AT POLE 256+5, IN THE
 JW0800'EAST WING WALL OF THE NORTH ABUTMENT OF VIADUCT 94, AND 35 FEET
 JW0800'EAST OF THE NEAREST RAIL OF THE WEST BOUND TRACK.  A COPPER BOLT.
 JW0800
 JW0800                          STATION RECOVERY (1935)
 JW0800
 JW0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 JW0800'RECOVERED IN GOOD CONDITION.
 JW0800
 JW0800                          STATION RECOVERY (1983)
 JW0800
 JW0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2938 ***********************************************************************
 JV2938  DESIGNATION -  77 BORR
 JV2938  PID         -  JV2938
 JV2938  STATE/COUNTY-  WV/BERKELEY
 JV2938  USGS QUAD   -  MARTINSBURG (1979)
 JV2938
 JV2938                         *CURRENT SURVEY CONTROL
 JV2938  ___________________________________________________________________
 JV2938* NAD 83(1986)-  39 29 40.     (N)    077 57 49.     (W)     SCALED    
 JV2938* NAVD 88     -       149.29   (+/-2cm)     489.8    (feet)  VERTCON   
 JV2938  ___________________________________________________________________
 JV2938  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JV2938
 JV2938  VERT ORDER  -  ? (See Below)
 JV2938
 JV2938.The horizontal coordinates were scaled from a topographic map and have
 JV2938.an estimated accuracy of +/- 6 seconds.
 JV2938
 JV2938.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV2938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV2938.The vertical order pertains to the NGVD 29 superseded value.
 JV2938
 JV2938.The geoid height was determined by GEOID03.
 JV2938
 JV2938;                    North         East    Units  Estimated Accuracy
 JV2938;SPC WV N     -   111,530.      732,150.      MT  (+/- 180 meters Scaled)
 JV2938
 JV2938                          SUPERSEDED SURVEY CONTROL
 JV2938
 JV2938  NGVD 29 (??/??/??)  149.472  (m)          490.39   (f) ADJUSTED    ?  
 JV2938
 JV2938.Superseded values are not recommended for survey control.
 JV2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2938.See file dsdata.txt to determine how the superseded data were derived.
 JV2938
 JV2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ451758(NAD 83)
 JV2938_MARKER: B = BOLT
 JV2938_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JV2938_SP_SET: UNSPECIFIED ROCK
 JV2938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2938
 JV2938  HISTORY     - Date     Condition        Report By
 JV2938  HISTORY     - UNK      MONUMENTED       BORR
 JV2938  HISTORY     - 1934     GOOD             CGS
 JV2938  HISTORY     - 1978     MARK NOT FOUND   ALSTER
 JV2938
 JV2938                          STATION DESCRIPTION
 JV2938
 JV2938'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JV2938'2.5 MI N FROM MARTINSBURG.
 JV2938'2.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JV2938'STATION AT MARTINSBURG, BERKELEY COUNTY, ABOUT 800 FEET NORTH OF
 JV2938'MILEPOST B 102, EAST OF THE TRACKS, AND IN ROCK.  THE TOP OF A
 JV2938'COPPER BOLT.
 JV2938
 JV2938                          STATION RECOVERY (1978)
 JV2938
 JV2938'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978
 JV2938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1541 ***********************************************************************
 HX1541  DESIGNATION -  772
 HX1541  PID         -  HX1541
 HX1541  STATE/COUNTY-  WV/CLAY
 HX1541  USGS QUAD   -  STRANGE CREEK (1976)
 HX1541
 HX1541                         *CURRENT SURVEY CONTROL
 HX1541  ___________________________________________________________________
 HX1541* NAD 83(1986)-  38 32 54.     (N)    080 59 03.     (W)     SCALED    
 HX1541* NAVD 88     -       235.072  (meters)     771.23   (feet)  ADJUSTED  
 HX1541  ___________________________________________________________________
 HX1541  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HX1541  DYNAMIC HT  -         234.912 (meters)     770.71  (feet)  COMP
 HX1541  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 HX1541
 HX1541  VERT ORDER  -  SECOND    CLASS 0
 HX1541
 HX1541.The horizontal coordinates were scaled from a topographic map and have
 HX1541.an estimated accuracy of +/- 6 seconds.
 HX1541
 HX1541.The orthometric height was determined by differential leveling
 HX1541.and adjusted by the National Geodetic Survey in June 1991..
 HX1541
 HX1541.The geoid height was determined by GEOID03.
 HX1541
 HX1541.The dynamic height is computed by dividing the NAVD 88
 HX1541.geopotential number by the normal gravity value computed on the
 HX1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1541.degrees latitude (g = 980.6199 gals.).
 HX1541
 HX1541.The modeled gravity was interpolated from observed gravity values.
 HX1541
 HX1541;                    North         East    Units  Estimated Accuracy
 HX1541;SPC WV S     -   171,850.      601,380.      MT  (+/- 180 meters Scaled)
 HX1541
 HX1541                          SUPERSEDED SURVEY CONTROL
 HX1541
 HX1541  NGVD 29 (??/??/92)  235.254  (m)          771.83   (f) ADJ UNCH    2 0
 HX1541
 HX1541.Superseded values are not recommended for survey control.
 HX1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1541.See file dsdata.txt to determine how the superseded data were derived.
 HX1541
 HX1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC013666(NAD 83)
 HX1541_MARKER: DD = SURVEY DISK
 HX1541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1541_SP_SET: CULVERT
 HX1541_STAMPING: 772
 HX1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1541
 HX1541  HISTORY     - Date     Condition        Report By
 HX1541  HISTORY     - UNK      MONUMENTED       CGS
 HX1541  HISTORY     - 1934     GOOD             NGS
 HX1541
 HX1541                          STATION DESCRIPTION
 HX1541
 HX1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1541'4.2 MI E FROM OTTER.
 HX1541'4.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1541'STATION AT OTTER, CLAY COUNTY, 16 RAILS WEST OF MILEPOST C 68,
 HX1541'DIRECTLY ACROSS THE TRACK FROM A 2-FOOT PINE TREE, IN THE TOP
 HX1541'OF THE SOUTH HEADWALL OF A MASONRY CULVERT, 6 YARDS SOUTH OF THE
 HX1541'CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE TRACK.  A
 HX1541'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 772.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0333 ***********************************************************************
 JW0333  DESIGNATION -  775 RESET 1947
 JW0333  PID         -  JW0333
 JW0333  STATE/COUNTY-  WV/HAMPSHIRE
 JW0333  USGS QUAD   -  ROMNEY (1979)
 JW0333
 JW0333                         *CURRENT SURVEY CONTROL
 JW0333  ___________________________________________________________________
 JW0333* NAD 83(1986)-  39 18 47.     (N)    078 51 31.     (W)     SCALED    
 JW0333* NAVD 88     -       238.38   (+/-2cm)     782.1    (feet)  VERTCON   
 JW0333  ___________________________________________________________________
 JW0333  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JW0333
 JW0333  VERT ORDER  -  THIRD (See Below)
 JW0333
 JW0333.The horizontal coordinates were scaled from a topographic map and have
 JW0333.an estimated accuracy of +/- 6 seconds.
 JW0333
 JW0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW0333.The vertical order pertains to the NGVD 29 superseded value.
 JW0333
 JW0333.The geoid height was determined by GEOID03.
 JW0333
 JW0333;                    North         East    Units  Estimated Accuracy
 JW0333;SPC WV N     -    90,460.      655,310.      MT  (+/- 180 meters Scaled)
 JW0333
 JW0333                          SUPERSEDED SURVEY CONTROL
 JW0333
 JW0333  NGVD 29 (09/25/03)  238.55   (m)          782.6    (f) RESET       3  
 JW0333
 JW0333.Superseded values are not recommended for survey control.
 JW0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0333.See file dsdata.txt to determine how the superseded data were derived.
 JW0333
 JW0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD846537(NAD 83)
 JW0333_MARKER: DD = SURVEY DISK
 JW0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0333_SP_SET: BRIDGE
 JW0333_STAMPING: RESET 1947
 JW0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0333
 JW0333  HISTORY     - Date     Condition        Report By
 JW0333  HISTORY     - 1947     MONUMENTED       WVHD
 JW0333  HISTORY     - 1947     GOOD             NGS
 JW0333
 JW0333                          STATION DESCRIPTION
 JW0333
 JW0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JW0333'4 MI SE FROM BURLINGTON.
 JW0333'IN HAMPSHIRE COUNTY, 4 MILES SOUTHEAST ALONG U.S. HIGHWAY 50
 JW0333'FROM THE HOMESTEAD HOTEL AT BURLINGTON, MINERAL COUNTY, 1,100
 JW0333'FEET EAST OF THE ROAD INTERSECTION AT JUNCTION POST OFFICE,
 JW0333'AT BRIDGE 1627 OVER MILL CREEK, AND IN THE TOP OF THE SOUTHEAST
 JW0333'WINGWALL OF THE EAST ABUTMENT.  A U.S. GEOLOGICAL SURVEY STANDARD
 JW0333'DISK, STAMPED RESET 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2509 ***********************************************************************
 GX2509  DESIGNATION -  775 USGS
 GX2509  PID         -  GX2509
 GX2509  STATE/COUNTY-  WV/LOGAN
 GX2509  USGS QUAD   -  HENLAWSON (1976)
 GX2509
 GX2509                         *CURRENT SURVEY CONTROL
 GX2509  ___________________________________________________________________
 GX2509* NAD 83(1986)-  37 56 17.     (N)    081 57 10.     (W)     SCALED    
 GX2509* NAVD 88     -       235.929  (meters)     774.04   (feet)  ADJUSTED  
 GX2509  ___________________________________________________________________
 GX2509  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GX2509  DYNAMIC HT  -         235.757 (meters)     773.48  (feet)  COMP
 GX2509  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 GX2509
 GX2509  VERT ORDER  -  SECOND    CLASS 0
 GX2509
 GX2509.The horizontal coordinates were scaled from a topographic map and have
 GX2509.an estimated accuracy of +/- 6 seconds.
 GX2509
 GX2509.The orthometric height was determined by differential leveling
 GX2509.and adjusted by the National Geodetic Survey in June 1991..
 GX2509
 GX2509.The geoid height was determined by GEOID03.
 GX2509
 GX2509.The dynamic height is computed by dividing the NAVD 88
 GX2509.geopotential number by the normal gravity value computed on the
 GX2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2509.degrees latitude (g = 980.6199 gals.).
 GX2509
 GX2509.The modeled gravity was interpolated from observed gravity values.
 GX2509
 GX2509;                    North         East    Units  Estimated Accuracy
 GX2509;SPC WV S     -   104,540.      516,250.      MT  (+/- 180 meters Scaled)
 GX2509
 GX2509                          SUPERSEDED SURVEY CONTROL
 GX2509
 GX2509  NGVD 29 (??/??/92)  236.138  (m)          774.73   (f) ADJ UNCH    2 0
 GX2509
 GX2509.Superseded values are not recommended for survey control.
 GX2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2509.See file dsdata.txt to determine how the superseded data were derived.
 GX2509
 GX2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB162993(NAD 83)
 GX2509_MARKER: DB = BENCH MARK DISK
 GX2509_SETTING: 66 = SET IN ROCK OUTCROP
 GX2509_SP_SET: CUT
 GX2509_STAMPING: 775 1911
 GX2509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2509+STABILITY: POSITION/ELEVATION WELL
 GX2509
 GX2509  HISTORY     - Date     Condition        Report By
 GX2509  HISTORY     - 1911     MONUMENTED       CGS
 GX2509  HISTORY     - 1957     GOOD             NGS
 GX2509
 GX2509                          STATION DESCRIPTION
 GX2509
 GX2509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2509'1.8 MI NE FROM PECKS MILL.
 GX2509'ABOUT 1.85 MILE NORTHEAST ALONG THE HEWETT ROAD (BLACKTOP) FROM
 GX2509'ITS JUNCTION WITH STATE HIGHWAY 10 AT PECKS MILL, 0.25 MILE
 GX2509'NORTHEAST OF THE MILL CREEK SCHOOL, 61 YARDS NORTHEAST OF THE
 GX2509'JUNCTION OF CONCRETE DRIVE NORTHWEST TO A DWELLING, 64 FEET
 GX2509'NORTH OF A 14-INCH TULIP TREE, 48 FEET NORTHWEST OF THE CENTER
 GX2509'LINE OF THE ROAD, SET IN THE TOP OF A 3 FOOT HIGH AND 8 FEET WIDE
 GX2509'LAYER OF ROCK AND NEAR ITS SOUTHWEST END, ABOUT 7 FEET ABOVE THE
 GX2509'LEVEL OF THE ROAD.  NOTE-- THE DISK IS SLIGHTLY SLANTED.  ROD
 GX2509'HELD ON THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1050 ***********************************************************************
 JX1050  DESIGNATION -  777
 JX1050  PID         -  JX1050
 JX1050  STATE/COUNTY-  WV/PLEASANTS
 JX1050  USGS QUAD   -  ELLENBORO (1975)
 JX1050
 JX1050                         *CURRENT SURVEY CONTROL
 JX1050  ___________________________________________________________________
 JX1050* NAD 83(1986)-  39 20 39.     (N)    081 03 51.     (W)     SCALED    
 JX1050* NAVD 88     -       236.733  (meters)     776.68   (feet)  ADJUSTED  
 JX1050  ___________________________________________________________________
 JX1050  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JX1050  DYNAMIC HT  -         236.587 (meters)     776.20  (feet)  COMP
 JX1050  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 JX1050
 JX1050  VERT ORDER  -  SECOND    CLASS 0
 JX1050
 JX1050.The horizontal coordinates were scaled from a topographic map and have
 JX1050.an estimated accuracy of +/- 6 seconds.
 JX1050
 JX1050.The orthometric height was determined by differential leveling
 JX1050.and adjusted by the National Geodetic Survey in June 1991..
 JX1050
 JX1050.The geoid height was determined by GEOID03.
 JX1050
 JX1050.The dynamic height is computed by dividing the NAVD 88
 JX1050.geopotential number by the normal gravity value computed on the
 JX1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1050.degrees latitude (g = 980.6199 gals.).
 JX1050
 JX1050.The modeled gravity was interpolated from observed gravity values.
 JX1050
 JX1050;                    North         East    Units  Estimated Accuracy
 JX1050;SPC WV N     -    94,890.      465,170.      MT  (+/- 180 meters Scaled)
 JX1050
 JX1050                          SUPERSEDED SURVEY CONTROL
 JX1050
 JX1050  NGVD 29 (??/??/92)  236.899  (m)          777.23   (f) ADJ UNCH    2 0
 JX1050
 JX1050.Superseded values are not recommended for survey control.
 JX1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1050.See file dsdata.txt to determine how the superseded data were derived.
 JX1050
 JX1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD944549(NAD 83)
 JX1050_MARKER: DB = BENCH MARK DISK
 JX1050_SETTING: 66 = SET IN ROCK OUTCROP
 JX1050_SP_SET: ROCK LEDGE
 JX1050_STAMPING: 777 1903
 JX1050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1050+STABILITY: POSITION/ELEVATION WELL
 JX1050
 JX1050  HISTORY     - Date     Condition        Report By
 JX1050  HISTORY     - 1903     MONUMENTED       USGS
 JX1050  HISTORY     - 1957     GOOD             NGS
 JX1050
 JX1050                          STATION DESCRIPTION
 JX1050
 JX1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX1050'4.3 MI NE FROM FINCH.
 JX1050'ABOUT 1.4 MILES NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 50 FROM
 JX1050'THE MT. OLIVET CHURCH AT FINCH, THENCE ABOUT 1.1 MILES NORTHEAST
 JX1050'ALONG A GRAVEL ROAD, THENCE ABOUT 0.15 MILE SOUTHEAST ALONG A
 JX1050'GRAVEL ROAD, THENCE ABOUT 1.15 MILES NORTHEAST ALONG A GRAVEL
 JX1050'ROAD, THENCE ABOUT 0.5 MILE NORTH ALONG A GRAVEL ROAD, ABOUT 0.35
 JX1050'MILE NORTH OF PLEASANT VALLEY METHODIST CHURCH AT ADLAI, SET
 JX1050'VERTICALLY IN THE FACE OF AN OUTCROPPING ROCK LEDGE ABOUT 30
 JX1050'BY 4 FEET ON THE LEFT BANK OF A DRY WASH, 126 FEET EAST OF CENTER
 JX1050'LINE OF ROAD, 54 FEET EAST OF A POWER POLE, 34 FEET SOUTH OF
 JX1050'CENTER LINE OF A DRIVE, 69 FEET SOUTH AND ACROSS DRIVE FROM
 JX1050'SOUTHEAST CORNER OF HOUSE OWNED BY J.J. SYMINGTON, 15 FEET EAST
 JX1050'OF WEST END OF LEDGE AND ABOUT 5 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0314 ***********************************************************************
 JW0314  DESIGNATION -  778
 JW0314  PID         -  JW0314
 JW0314  STATE/COUNTY-  WV/HARDY
 JW0314  USGS QUAD   -  OLD FIELDS (1970)
 JW0314
 JW0314                         *CURRENT SURVEY CONTROL
 JW0314  ___________________________________________________________________
 JW0314* NAD 83(1986)-  39 07 33.     (N)    078 55 51.     (W)     SCALED    
 JW0314* NAVD 88     -       236.965  (meters)     777.44   (feet)  ADJUSTED  
 JW0314  ___________________________________________________________________
 JW0314  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JW0314  DYNAMIC HT  -         236.815 (meters)     776.95  (feet)  COMP
 JW0314  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JW0314
 JW0314  VERT ORDER  -  SECOND    CLASS 0
 JW0314
 JW0314.The horizontal coordinates were scaled from a topographic map and have
 JW0314.an estimated accuracy of +/- 6 seconds.
 JW0314
 JW0314.The orthometric height was determined by differential leveling
 JW0314.and adjusted by the National Geodetic Survey in June 1991..
 JW0314
 JW0314.The geoid height was determined by GEOID03.
 JW0314
 JW0314.The dynamic height is computed by dividing the NAVD 88
 JW0314.geopotential number by the normal gravity value computed on the
 JW0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0314.degrees latitude (g = 980.6199 gals.).
 JW0314
 JW0314.The modeled gravity was interpolated from observed gravity values.
 JW0314
 JW0314;                    North         East    Units  Estimated Accuracy
 JW0314;SPC WV N     -    69,630.      649,220.      MT  (+/- 180 meters Scaled)
 JW0314
 JW0314                          SUPERSEDED SURVEY CONTROL
 JW0314
 JW0314  NGVD 29 (??/??/92)  237.123  (m)          777.96   (f) ADJ UNCH    2 0
 JW0314
 JW0314.Superseded values are not recommended for survey control.
 JW0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0314.See file dsdata.txt to determine how the superseded data were derived.
 JW0314
 JW0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD788327(NAD 83)
 JW0314_MARKER: DD = SURVEY DISK
 JW0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0314_SP_SET: SILO
 JW0314_STAMPING: W VA 778 1920
 JW0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0314
 JW0314  HISTORY     - Date     Condition        Report By
 JW0314  HISTORY     - 1920     MONUMENTED       USGS
 JW0314  HISTORY     - 1934     GOOD             NGS
 JW0314
 JW0314                          STATION DESCRIPTION
 JW0314
 JW0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0314'4.8 MI N FROM MOOREFIELD.
 JW0314'4.8 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0314'MOOREFIELD, HARDY COUNTY, ON THE POLAND FARM, IN THE TOP OF THE
 JW0314'CONCRETE BASE OF THE MOST NORTHERLY SILO, 40 YARDS WEST OF THE
 JW0314'CENTERLINE OF THE TRACK, AND LEVEL WITH THE BASE OF THE RAIL.
 JW0314'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED W. VA. 778 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0505 ***********************************************************************
 JX0505  DESIGNATION -  779
 JX0505  PID         -  JX0505
 JX0505  STATE/COUNTY-  WV/MARSHALL
 JX0505  USGS QUAD   -  GLEN EASTON (1976)
 JX0505
 JX0505                         *CURRENT SURVEY CONTROL
 JX0505  ___________________________________________________________________
 JX0505* NAD 83(1986)-  39 50 26.     (N)    080 42 40.     (W)     SCALED    
 JX0505* NAVD 88     -       237.157  (meters)     778.07   (feet)  ADJUSTED  
 JX0505  ___________________________________________________________________
 JX0505  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JX0505  DYNAMIC HT  -         237.024 (meters)     777.64  (feet)  COMP
 JX0505  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 JX0505
 JX0505  VERT ORDER  -  FIRST     CLASS II
 JX0505
 JX0505.The horizontal coordinates were scaled from a topographic map and have
 JX0505.an estimated accuracy of +/- 6 seconds.
 JX0505
 JX0505.The orthometric height was determined by differential leveling
 JX0505.and adjusted by the National Geodetic Survey in June 1991..
 JX0505
 JX0505.The geoid height was determined by GEOID03.
 JX0505
 JX0505.The dynamic height is computed by dividing the NAVD 88
 JX0505.geopotential number by the normal gravity value computed on the
 JX0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0505.degrees latitude (g = 980.6199 gals.).
 JX0505
 JX0505.The modeled gravity was interpolated from observed gravity values.
 JX0505
 JX0505;                    North         East    Units  Estimated Accuracy
 JX0505;SPC WV N     -   149,530.      496,350.      MT  (+/- 180 meters Scaled)
 JX0505
 JX0505                          SUPERSEDED SURVEY CONTROL
 JX0505
 JX0505  NGVD 29 (??/??/92)  237.305  (m)          778.56   (f) ADJ UNCH    1 2
 JX0505
 JX0505.Superseded values are not recommended for survey control.
 JX0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0505.See file dsdata.txt to determine how the superseded data were derived.
 JX0505
 JX0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE247101(NAD 83)
 JX0505_MARKER: DD = SURVEY DISK
 JX0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0505_SP_SET: BRIDGE
 JX0505_STAMPING: 779 GRAFTON
 JX0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0505
 JX0505  HISTORY     - Date     Condition        Report By
 JX0505  HISTORY     - UNK      MONUMENTED       USGS
 JX0505  HISTORY     - 1935     GOOD             NGS
 JX0505
 JX0505                          STATION DESCRIPTION
 JX0505
 JX0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0505'AT ROSEBY ROCK.
 JX0505'AT ROSEBY ROCK, MARSHALL COUNTY, IN THE TOP OF THE NORTHEAST
 JX0505'ABUTMENT OF AN IRON BRIDGE OVER BIG GRAVE CREEK, 12 FEET
 JX0505'SOUTHEAST OF THE CENTER OF THE BRIDGE, AND 1 FOOT BELOW THE
 JX0505'BRIDGE SEAT.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JX0505'779 GRAFTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0801 ***********************************************************************
 JW0801  DESIGNATION -  78 A
 JW0801  PID         -  JW0801
 JW0801  STATE/COUNTY-  WV/PRESTON
 JW0801  USGS QUAD   -  ROWLESBURG (1995)
 JW0801
 JW0801                         *CURRENT SURVEY CONTROL
 JW0801  ___________________________________________________________________
 JW0801* NAD 83(1986)-  39 22 24.     (N)    079 42 28.     (W)     SCALED    
 JW0801* NAVD 88     -       525.653  (meters)    1724.58   (feet)  POSTED    
 JW0801  ___________________________________________________________________
 JW0801  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JW0801  DYNAMIC HT  -         525.320 (meters)    1723.49  (feet)  COMP
 JW0801  MODELED GRAV-     979,968.5   (mgal)                       NAVD 88
 JW0801
 JW0801  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JW0801
 JW0801.The horizontal coordinates were scaled from a topographic map and have
 JW0801.an estimated accuracy of +/- 6 seconds.
 JW0801
 JW0801.The orthometric height was determined by differential leveling
 JW0801.and adjusted by the National Geodetic Survey in 1992..
 JW0801.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JW0801.rate of 1.1 thru 2.0 mm/km.
 JW0801
 JW0801.The geoid height was determined by GEOID03.
 JW0801
 JW0801.The dynamic height is computed by dividing the NAVD 88
 JW0801.geopotential number by the normal gravity value computed on the
 JW0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0801.degrees latitude (g = 980.6199 gals.).
 JW0801
 JW0801.The modeled gravity was interpolated from observed gravity values.
 JW0801
 JW0801;                    North         East    Units  Estimated Accuracy
 JW0801;SPC WV N     -    96,980.      582,100.      MT  (+/- 180 meters Scaled)
 JW0801
 JW0801                          SUPERSEDED SURVEY CONTROL
 JW0801
 JW0801  NGVD 29 (??/??/92)  525.851  (m)         1725.23   (f) ADJ UNCH    1 2
 JW0801
 JW0801.Superseded values are not recommended for survey control.
 JW0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0801.See file dsdata.txt to determine how the superseded data were derived.
 JW0801
 JW0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD113590(NAD 83)
 JW0801_MARKER: B = BOLT
 JW0801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0801_SP_SET: RETAINING WALL
 JW0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0801
 JW0801  HISTORY     - Date     Condition        Report By
 JW0801  HISTORY     - UNK      MONUMENTED       BORR
 JW0801  HISTORY     - 1935     GOOD             NGS
 JW0801  HISTORY     - 1935     GOOD             NGS
 JW0801
 JW0801                          STATION DESCRIPTION
 JW0801
 JW0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0801'3 MI NW FROM ROWLESBURG.
 JW0801'3.0 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0801'THE STATION AT ROWLESBURG, PRESTON COUNTY, 0.18 MILE NORTHWEST
 JW0801'OF CLEMENT FOUNTAIN, 54 FEET SOUTHEAST OF POLE 257+23, AND IN
 JW0801'THE NORTHWEST END OF A RETAINING WALL.  A COPPER BOLT.
 JW0801
 JW0801                          STATION RECOVERY (1935)
 JW0801
 JW0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 JW0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1534 ***********************************************************************
 HX1534  DESIGNATION -  787
 HX1534  PID         -  HX1534
 HX1534  STATE/COUNTY-  WV/CLAY
 HX1534  USGS QUAD   -  STRANGE CREEK (1976)
 HX1534
 HX1534                         *CURRENT SURVEY CONTROL
 HX1534  ___________________________________________________________________
 HX1534* NAD 83(1986)-  38 34 54.     (N)    080 56 13.     (W)     SCALED    
 HX1534* NAVD 88     -       239.789  (meters)     786.71   (feet)  ADJUSTED  
 HX1534  ___________________________________________________________________
 HX1534  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HX1534  DYNAMIC HT  -         239.628 (meters)     786.18  (feet)  COMP
 HX1534  MODELED GRAV-     979,948.6   (mgal)                       NAVD 88
 HX1534
 HX1534  VERT ORDER  -  SECOND    CLASS 0
 HX1534
 HX1534.The horizontal coordinates were scaled from a topographic map and have
 HX1534.an estimated accuracy of +/- 6 seconds.
 HX1534
 HX1534.The orthometric height was determined by differential leveling
 HX1534.and adjusted by the National Geodetic Survey in June 1991..
 HX1534
 HX1534.The geoid height was determined by GEOID03.
 HX1534
 HX1534.The dynamic height is computed by dividing the NAVD 88
 HX1534.geopotential number by the normal gravity value computed on the
 HX1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1534.degrees latitude (g = 980.6199 gals.).
 HX1534
 HX1534.The modeled gravity was interpolated from observed gravity values.
 HX1534
 HX1534;                    North         East    Units  Estimated Accuracy
 HX1534;SPC WV S     -   175,550.      605,490.      MT  (+/- 180 meters Scaled)
 HX1534
 HX1534                          SUPERSEDED SURVEY CONTROL
 HX1534
 HX1534  NGVD 29 (??/??/92)  239.974  (m)          787.31   (f) ADJ UNCH    2 0
 HX1534
 HX1534.Superseded values are not recommended for survey control.
 HX1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1534.See file dsdata.txt to determine how the superseded data were derived.
 HX1534
 HX1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC054703(NAD 83)
 HX1534_MARKER: DD = SURVEY DISK
 HX1534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1534_SP_SET: CULVERT
 HX1534_STAMPING: 787
 HX1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1534
 HX1534  HISTORY     - Date     Condition        Report By
 HX1534  HISTORY     - UNK      MONUMENTED       USGS
 HX1534  HISTORY     - 1934     GOOD             NGS
 HX1534
 HX1534                          STATION DESCRIPTION
 HX1534
 HX1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1534'AT VILLA NOVA.
 HX1534'AT VILLA NOVA, CLAY COUNTY, 7 RAILS SOUTH OF THE BALTIMORE AND
 HX1534'OHIO RAILROAD STATION, AT THE SWITCH TO A SIDETRACK, AT A MASONRY
 HX1534'CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL,
 HX1534'8 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND 7 YARDS LOWER
 HX1534'THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HX1534'DISK, STAMPED 787.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1537 ***********************************************************************
 HX1537  DESIGNATION -  788
 HX1537  PID         -  HX1537
 HX1537  STATE/COUNTY-  WV/CLAY
 HX1537  USGS QUAD   -  STRANGE CREEK (1976)
 HX1537
 HX1537                         *CURRENT SURVEY CONTROL
 HX1537  ___________________________________________________________________
 HX1537* NAD 83(1986)-  38 33 24.     (N)    080 57 40.     (W)     SCALED    
 HX1537* NAVD 88     -       240.039  (meters)     787.53   (feet)  ADJUSTED  
 HX1537  ___________________________________________________________________
 HX1537  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HX1537  DYNAMIC HT  -         239.877 (meters)     787.00  (feet)  COMP
 HX1537  MODELED GRAV-     979,946.9   (mgal)                       NAVD 88
 HX1537
 HX1537  VERT ORDER  -  SECOND    CLASS 0
 HX1537
 HX1537.The horizontal coordinates were scaled from a topographic map and have
 HX1537.an estimated accuracy of +/- 6 seconds.
 HX1537
 HX1537.The orthometric height was determined by differential leveling
 HX1537.and adjusted by the National Geodetic Survey in June 1991..
 HX1537
 HX1537.The geoid height was determined by GEOID03.
 HX1537
 HX1537.The dynamic height is computed by dividing the NAVD 88
 HX1537.geopotential number by the normal gravity value computed on the
 HX1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1537.degrees latitude (g = 980.6199 gals.).
 HX1537
 HX1537.The modeled gravity was interpolated from observed gravity values.
 HX1537
 HX1537;                    North         East    Units  Estimated Accuracy
 HX1537;SPC WV S     -   172,780.      603,390.      MT  (+/- 180 meters Scaled)
 HX1537
 HX1537                          SUPERSEDED SURVEY CONTROL
 HX1537
 HX1537  NGVD 29 (??/??/92)  240.223  (m)          788.13   (f) ADJ UNCH    2 0
 HX1537
 HX1537.Superseded values are not recommended for survey control.
 HX1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1537.See file dsdata.txt to determine how the superseded data were derived.
 HX1537
 HX1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC033675(NAD 83)
 HX1537_MARKER: DB = BENCH MARK DISK
 HX1537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1537_SP_SET: ABUTMENT
 HX1537_STAMPING: 788
 HX1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1537
 HX1537  HISTORY     - Date     Condition        Report By
 HX1537  HISTORY     - UNK      MONUMENTED       CGS
 HX1537  HISTORY     - 1934     GOOD             NGS
 HX1537
 HX1537                          STATION DESCRIPTION
 HX1537
 HX1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1537'0.5 MI W FROM IRA.
 HX1537'0.5 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1537'POST OFFICE AT IRA, CLAY COUNTY, 6 RAILS WEST OF A SWITCH TO A
 HX1537'SIDETRACK, AT BRIDGE 706 OVER GROVE CREEK, IN THE TOP OF THE
 HX1537'SOUTH END OF THE ABUTMENT, 7 FEET SOUTH OF THE CENTERLINE OF THE
 HX1537'TRACK, AND LEVEL WITH THE TRACK.  A UNITED STATES GEOLOGICAL
 HX1537'SURVEY STANDARD DISK, STAMPED 788.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0368 ***********************************************************************
 JX0368  DESIGNATION -  790
 JX0368  PID         -  JX0368
 JX0368  STATE/COUNTY-  WV/DODDRIDGE
 JX0368  USGS QUAD   -  CENTER POINT (1976)
 JX0368
 JX0368                         *CURRENT SURVEY CONTROL
 JX0368  ___________________________________________________________________
 JX0368* NAD 83(1986)-  39 23 23.     (N)    080 38 05.     (W)     SCALED    
 JX0368* NAVD 88     -       240.545  (meters)     789.19   (feet)  ADJUSTED  
 JX0368  ___________________________________________________________________
 JX0368  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JX0368  DYNAMIC HT  -         240.401 (meters)     788.72  (feet)  COMP
 JX0368  MODELED GRAV-     980,021.7   (mgal)                       NAVD 88
 JX0368
 JX0368  VERT ORDER  -  SECOND    CLASS 0
 JX0368
 JX0368.The horizontal coordinates were scaled from a topographic map and have
 JX0368.an estimated accuracy of +/- 6 seconds.
 JX0368
 JX0368.The orthometric height was determined by differential leveling
 JX0368.and adjusted by the National Geodetic Survey in June 1991..
 JX0368
 JX0368.The geoid height was determined by GEOID03.
 JX0368
 JX0368.The dynamic height is computed by dividing the NAVD 88
 JX0368.geopotential number by the normal gravity value computed on the
 JX0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0368.degrees latitude (g = 980.6199 gals.).
 JX0368
 JX0368.The modeled gravity was interpolated from observed gravity values.
 JX0368
 JX0368;                    North         East    Units  Estimated Accuracy
 JX0368;SPC WV N     -    99,390.      502,250.      MT  (+/- 180 meters Scaled)
 JX0368
 JX0368                          SUPERSEDED SURVEY CONTROL
 JX0368
 JX0368  NGVD 29 (??/??/92)  240.705  (m)          789.71   (f) ADJ UNCH    2 0
 JX0368
 JX0368.Superseded values are not recommended for survey control.
 JX0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0368.See file dsdata.txt to determine how the superseded data were derived.
 JX0368
 JX0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND314600(NAD 83)
 JX0368_MARKER: DD = SURVEY DISK
 JX0368_SETTING: 66 = SET IN ROCK OUTCROP
 JX0368_SP_SET: LEDGE
 JX0368_STAMPING: 790 GRAFTON
 JX0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0368+STABILITY: POSITION/ELEVATION WELL
 JX0368
 JX0368  HISTORY     - Date     Condition        Report By
 JX0368  HISTORY     - UNK      MONUMENTED       USGS
 JX0368  HISTORY     - 1957     GOOD             NGS
 JX0368
 JX0368                          STATION DESCRIPTION
 JX0368
 JX0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0368'AT CENTER POINT.
 JX0368'AT CENTER POINT, ABOUT 0.1 MILE NORTH OF SCHOOL, AT THE JUNCTION
 JX0368'OF STATE HIGHWAY 23 AND A BLACK TOP ROAD EAST ALONG PIKE FORK,
 JX0368'SET VERTICALLY IN FACE OF A SANDSTONE LEDGE IN NORTHEAST QUARTER
 JX0368'OF JUNCTION, 33 1/2 FEET EAST OF CENTER LINE OF HIGHWAY, 28 FEET
 JX0368'NORTH OF CENTER LINE OF BLACK TOP ROAD EAST, 10 FEET EAST-NORTHEAST
 JX0368'OF NORTHEAST END OF A 30-INCH CONCRETE PIPE CULVERT UNDER ROAD
 JX0368'EAST AND 1 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2309 ***********************************************************************
 HX2309  DESIGNATION -  79+00
 HX2309  PID         -  HX2309
 HX2309  STATE/COUNTY-  WV/MASON
 HX2309  USGS QUAD   -  MOUNT ALTO (1994)
 HX2309
 HX2309                         *CURRENT SURVEY CONTROL
 HX2309  ___________________________________________________________________
 HX2309* NAD 83(1986)-  38 46 12.     (N)    081 58 50.     (W)     SCALED    
 HX2309* NAVD 88     -       171.855  (meters)     563.83   (feet)  ADJUSTED  
 HX2309  ___________________________________________________________________
 HX2309  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HX2309  DYNAMIC HT  -         171.744 (meters)     563.46  (feet)  COMP
 HX2309  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 HX2309
 HX2309  VERT ORDER  -  FIRST     CLASS II
 HX2309
 HX2309.The horizontal coordinates were scaled from a topographic map and have
 HX2309.an estimated accuracy of +/- 6 seconds.
 HX2309
 HX2309.The orthometric height was determined by differential leveling
 HX2309.and adjusted by the National Geodetic Survey in June 1991..
 HX2309
 HX2309.The geoid height was determined by GEOID03.
 HX2309
 HX2309.The dynamic height is computed by dividing the NAVD 88
 HX2309.geopotential number by the normal gravity value computed on the
 HX2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2309.degrees latitude (g = 980.6199 gals.).
 HX2309
 HX2309.The modeled gravity was interpolated from observed gravity values.
 HX2309
 HX2309;                    North         East    Units  Estimated Accuracy
 HX2309;SPC WV S     -   196,910.      514,790.      MT  (+/- 180 meters Scaled)
 HX2309
 HX2309                          SUPERSEDED SURVEY CONTROL
 HX2309
 HX2309  NGVD 29 (??/??/92)  172.052  (m)          564.47   (f) ADJ UNCH    1 2
 HX2309
 HX2309.Superseded values are not recommended for survey control.
 HX2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2309.See file dsdata.txt to determine how the superseded data were derived.
 HX2309
 HX2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC148917(NAD 83)
 HX2309_MARKER: Z = SEE DESCRIPTION
 HX2309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2309_SP_SET: VERTICAL RAIL
 HX2309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2309
 HX2309  HISTORY     - Date     Condition        Report By
 HX2309  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2309  HISTORY     - 1935     GOOD             NGS
 HX2309
 HX2309                          STATION DESCRIPTION
 HX2309
 HX2309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2309'1 MI SE FROM BEACH HILL.
 HX2309'1.0 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX2309'BEECH HILL, AT MILEPOST COR 79, AND SOUTHWEST OF THE TRACK. THE
 HX2309'TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1722 ***********************************************************************
 HX1722  DESIGNATION -  794
 HX1722  PID         -  HX1722
 HX1722  STATE/COUNTY-  WV/ROANE
 HX1722  USGS QUAD   -  WALTON (1976)
 HX1722
 HX1722                         *CURRENT SURVEY CONTROL
 HX1722  ___________________________________________________________________
 HX1722* NAD 83(1986)-  38 43 52.     (N)    081 22 39.     (W)     SCALED    
 HX1722* NAVD 88     -       241.274  (meters)     791.58   (feet)  ADJUSTED  
 HX1722  ___________________________________________________________________
 HX1722  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HX1722  DYNAMIC HT  -         241.113 (meters)     791.05  (feet)  COMP
 HX1722  MODELED GRAV-     979,952.5   (mgal)                       NAVD 88
 HX1722
 HX1722  VERT ORDER  -  SECOND    CLASS 0
 HX1722
 HX1722.The horizontal coordinates were scaled from a topographic map and have
 HX1722.an estimated accuracy of +/- 6 seconds.
 HX1722
 HX1722.The orthometric height was determined by differential leveling
 HX1722.and adjusted by the National Geodetic Survey in June 1991..
 HX1722
 HX1722.The geoid height was determined by GEOID03.
 HX1722
 HX1722.The dynamic height is computed by dividing the NAVD 88
 HX1722.geopotential number by the normal gravity value computed on the
 HX1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1722.degrees latitude (g = 980.6199 gals.).
 HX1722
 HX1722.The modeled gravity was interpolated from observed gravity values.
 HX1722
 HX1722;                    North         East    Units  Estimated Accuracy
 HX1722;SPC WV S     -   192,210.      567,180.      MT  (+/- 180 meters Scaled)
 HX1722
 HX1722                          SUPERSEDED SURVEY CONTROL
 HX1722
 HX1722  NGVD 29 (??/??/92)  241.443  (m)          792.13   (f) ADJ UNCH    2 0
 HX1722
 HX1722.Superseded values are not recommended for survey control.
 HX1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1722.See file dsdata.txt to determine how the superseded data were derived.
 HX1722
 HX1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC671870(NAD 83)
 HX1722_MARKER: DD = SURVEY DISK
 HX1722_SETTING: 66 = SET IN ROCK OUTCROP
 HX1722_SP_SET: ROCK LEDGE
 HX1722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1722+STABILITY: POSITION/ELEVATION WELL
 HX1722
 HX1722  HISTORY     - Date     Condition        Report By
 HX1722  HISTORY     - UNK      MONUMENTED       USGS
 HX1722  HISTORY     - 1935     GOOD             NGS
 HX1722
 HX1722                          STATION DESCRIPTION
 HX1722
 HX1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX1722'5.8 MI S FROM SPENCER.
 HX1722'5.8 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE
 HX1722'AT SPENCER, 58 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HX1722'B.A. LAWSON RESIDENCE, 57 YARDS EAST OF THE CENTERLINE OF THE
 HX1722'HIGHWAY, ON THE EAST BANK OF A SMALL STREAM, 7 FEET SOUTHEAST
 HX1722'OF A TWIN 14-INCH SYCAMORE TREE, IN THE TOP OF A ROCK LEDGE,
 HX1722'AND ABOUT 3 FEET ABOVE THE STREAM BED.  A UNITED STATES GEOLOGICAL
 HX1722'SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1726 ***********************************************************************
 HX1726  DESIGNATION -  803
 HX1726  PID         -  HX1726
 HX1726  STATE/COUNTY-  WV/ROANE
 HX1726  USGS QUAD   -  WALTON (1976)
 HX1726
 HX1726                         *CURRENT SURVEY CONTROL
 HX1726  ___________________________________________________________________
 HX1726* NAD 83(1986)-  38 42 28.     (N)    081 24 38.     (W)     SCALED    
 HX1726* NAVD 88     -       244.057  (meters)     800.71   (feet)  ADJUSTED  
 HX1726  ___________________________________________________________________
 HX1726  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HX1726  DYNAMIC HT  -         243.893 (meters)     800.17  (feet)  COMP
 HX1726  MODELED GRAV-     979,952.2   (mgal)                       NAVD 88
 HX1726
 HX1726  VERT ORDER  -  SECOND    CLASS 0
 HX1726
 HX1726.The horizontal coordinates were scaled from a topographic map and have
 HX1726.an estimated accuracy of +/- 6 seconds.
 HX1726
 HX1726.The orthometric height was determined by differential leveling
 HX1726.and adjusted by the National Geodetic Survey in June 1991..
 HX1726.WARNING-Repeat measurements at this control monument indicate possible
 HX1726.vertical movement.
 HX1726
 HX1726.The geoid height was determined by GEOID03.
 HX1726
 HX1726.The dynamic height is computed by dividing the NAVD 88
 HX1726.geopotential number by the normal gravity value computed on the
 HX1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1726.degrees latitude (g = 980.6199 gals.).
 HX1726
 HX1726.The modeled gravity was interpolated from observed gravity values.
 HX1726
 HX1726;                    North         East    Units  Estimated Accuracy
 HX1726;SPC WV S     -   189,630.      564,290.      MT  (+/- 180 meters Scaled)
 HX1726
 HX1726                          SUPERSEDED SURVEY CONTROL
 HX1726
 HX1726  NGVD 29 (??/??/92)  244.226  (m)          801.26   (f) ADJ UNCH    2 0
 HX1726
 HX1726.Superseded values are not recommended for survey control.
 HX1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1726.See file dsdata.txt to determine how the superseded data were derived.
 HX1726
 HX1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC643844(NAD 83)
 HX1726_MARKER: DD = SURVEY DISK
 HX1726_SETTING: 80 = SET IN A BOULDER
 HX1726_SP_SET: BOULDER
 HX1726_STAMPING: 803
 HX1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1726+STABILITY: SURFACE MOTION
 HX1726
 HX1726  HISTORY     - Date     Condition        Report By
 HX1726  HISTORY     - UNK      MONUMENTED       USGS
 HX1726  HISTORY     - 1956     GOOD             NGS
 HX1726
 HX1726                          STATION DESCRIPTION
 HX1726
 HX1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1726'AT GANDEEVILLE.
 HX1726'AT GANDEEVILLE, ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 14 FROM
 HX1726'THE JUNCTION OF BLACK TOP ROAD WEST TO HARMONY, 53 FEET SOUTHEAST
 HX1726'OF CENTER LINE OF HIGHWAY, 42 FEET SOUTHEAST OF NORTHEAST END OF
 HX1726'SOUTHEAST CONCRETE BANISTER OF A 12-FOOT CONCRETE BRIDGE OVER BIG
 HX1726'LICK RUN, 44 FEET EAST OF SOUTHWEST END OF SAME BANISTER, 4 1/2
 HX1726'FEET SOUTH OF CENTER OF CREEK BED, IN THE TOP AND 1 FOOT SOUTH
 HX1726'OF NORTH CORNER OF AN EMBEDDED BOULDER FORMING PART OF CREEK
 HX1726'BANK, ABOUT 2 1/2 FEET ABOVE CREEK BED AND ABOUT 5 FEET BELOW
 HX1726'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1531 ***********************************************************************
 HX1531  DESIGNATION -  806
 HX1531  PID         -  HX1531
 HX1531  STATE/COUNTY-  WV/BRAXTON
 HX1531  USGS QUAD   -  STRANGE CREEK (1976)
 HX1531
 HX1531                         *CURRENT SURVEY CONTROL
 HX1531  ___________________________________________________________________
 HX1531* NAD 83(1986)-  38 34 16.     (N)    080 54 28.     (W)     SCALED    
 HX1531* NAVD 88     -       245.768  (meters)     806.32   (feet)  ADJUSTED  
 HX1531  ___________________________________________________________________
 HX1531  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HX1531  DYNAMIC HT  -         245.601 (meters)     805.78  (feet)  COMP
 HX1531  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 HX1531
 HX1531  VERT ORDER  -  SECOND    CLASS 0
 HX1531
 HX1531.The horizontal coordinates were scaled from a topographic map and have
 HX1531.an estimated accuracy of +/- 6 seconds.
 HX1531
 HX1531.The orthometric height was determined by differential leveling
 HX1531.and adjusted by the National Geodetic Survey in June 1991..
 HX1531
 HX1531.The geoid height was determined by GEOID03.
 HX1531
 HX1531.The dynamic height is computed by dividing the NAVD 88
 HX1531.geopotential number by the normal gravity value computed on the
 HX1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1531.degrees latitude (g = 980.6199 gals.).
 HX1531
 HX1531.The modeled gravity was interpolated from observed gravity values.
 HX1531
 HX1531;                    North         East    Units  Estimated Accuracy
 HX1531;SPC WV S     -   174,380.      608,040.      MT  (+/- 180 meters Scaled)
 HX1531
 HX1531                          SUPERSEDED SURVEY CONTROL
 HX1531
 HX1531  NGVD 29 (??/??/92)  245.952  (m)          806.93   (f) ADJ UNCH    2 0
 HX1531
 HX1531.Superseded values are not recommended for survey control.
 HX1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1531.See file dsdata.txt to determine how the superseded data were derived.
 HX1531
 HX1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC080691(NAD 83)
 HX1531_MARKER: DD = SURVEY DISK
 HX1531_SETTING: 66 = SET IN ROCK OUTCROP
 HX1531_SP_SET: ROCK OUTCROP
 HX1531_STAMPING: 806
 HX1531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1531+STABILITY: POSITION/ELEVATION WELL
 HX1531
 HX1531  HISTORY     - Date     Condition        Report By
 HX1531  HISTORY     - UNK      MONUMENTED       USGS
 HX1531  HISTORY     - 1934     GOOD             NGS
 HX1531
 HX1531                          STATION DESCRIPTION
 HX1531
 HX1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1531'1 MI W FROM STRANGE CREEK.
 HX1531'1 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1531'STATION AT STRANGE CREEK, BRAXTON COUNTY, 11.5 RAILS WEST OF
 HX1531'MILEPOST C 76, 1 RAIL WEST OF A MASONRY CULVERT, IN THE TOP OF
 HX1531'A SANDSTONE OUTCROP, 10 FEET NORTH OF THE CENTERLINE OF THE
 HX1531'TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A UNITED STATES
 HX1531'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 806.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1530 ***********************************************************************
 HX1530  DESIGNATION -  807
 HX1530  PID         -  HX1530
 HX1530  STATE/COUNTY-  WV/BRAXTON
 HX1530  USGS QUAD   -  STRANGE CREEK (1976)
 HX1530
 HX1530                         *CURRENT SURVEY CONTROL
 HX1530  ___________________________________________________________________
 HX1530* NAD 83(1986)-  38 33 57.     (N)    080 53 49.     (W)     SCALED    
 HX1530* NAVD 88     -       245.759  (meters)     806.29   (feet)  ADJUSTED  
 HX1530  ___________________________________________________________________
 HX1530  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HX1530  DYNAMIC HT  -         245.591 (meters)     805.74  (feet)  COMP
 HX1530  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 HX1530
 HX1530  VERT ORDER  -  SECOND    CLASS 0
 HX1530
 HX1530.The horizontal coordinates were scaled from a topographic map and have
 HX1530.an estimated accuracy of +/- 6 seconds.
 HX1530
 HX1530.The orthometric height was determined by differential leveling
 HX1530.and adjusted by the National Geodetic Survey in June 1991..
 HX1530
 HX1530.The geoid height was determined by GEOID03.
 HX1530
 HX1530.The dynamic height is computed by dividing the NAVD 88
 HX1530.geopotential number by the normal gravity value computed on the
 HX1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1530.degrees latitude (g = 980.6199 gals.).
 HX1530
 HX1530.The modeled gravity was interpolated from observed gravity values.
 HX1530
 HX1530;                    North         East    Units  Estimated Accuracy
 HX1530;SPC WV S     -   173,800.      608,980.      MT  (+/- 180 meters Scaled)
 HX1530
 HX1530                          SUPERSEDED SURVEY CONTROL
 HX1530
 HX1530  NGVD 29 (??/??/92)  245.942  (m)          806.89   (f) ADJ UNCH    2 0
 HX1530
 HX1530.Superseded values are not recommended for survey control.
 HX1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1530.See file dsdata.txt to determine how the superseded data were derived.
 HX1530
 HX1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC089686(NAD 83)
 HX1530_MARKER: DD = SURVEY DISK
 HX1530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1530_SP_SET: ABUTMENT
 HX1530_STAMPING: 807
 HX1530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1530
 HX1530  HISTORY     - Date     Condition        Report By
 HX1530  HISTORY     - UNK      MONUMENTED       USGS
 HX1530  HISTORY     - 1934     GOOD             NGS
 HX1530
 HX1530                          STATION DESCRIPTION
 HX1530
 HX1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1530'AT STRANGE CREEK.
 HX1530'AT STRANGE CREEK, BRAXTON COUNTY, 8 RAILS WEST OF THE BALTIMORE
 HX1530'AND OHIO RAILROAD STATION, AT BRIDGE 769 OVER STRANGE CREEK,
 HX1530'IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT, 7 FEET NORTH
 HX1530'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.
 HX1530'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 807.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1598 ***********************************************************************
 JW1598  DESIGNATION -  809 RESET
 JW1598  PID         -  JW1598
 JW1598  STATE/COUNTY-  WV/MINERAL
 JW1598  USGS QUAD   -  KEYSER (1974)
 JW1598
 JW1598                         *CURRENT SURVEY CONTROL
 JW1598  ___________________________________________________________________
 JW1598* NAD 83(1986)-  39 26 23.     (N)    078 58 23.     (W)     SCALED    
 JW1598* NAVD 88     -       246.33   (meters)     808.2    (feet)  RESET     
 JW1598  ___________________________________________________________________
 JW1598  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JW1598
 JW1598  VERT ORDER  -  THIRD
 JW1598
 JW1598.The horizontal coordinates were scaled from a topographic map and have
 JW1598.an estimated accuracy of +/- 6 seconds.
 JW1598
 JW1598.The orthometric height was computed from unverified reset data.
 JW1598.No vertical observational check was made to the station.
 JW1598
 JW1598.The geoid height was determined by GEOID03.
 JW1598
 JW1598;                    North         East    Units  Estimated Accuracy
 JW1598;SPC WV N     -   104,460.      645,360.      MT  (+/- 180 meters Scaled)
 JW1598
 JW1598                          SUPERSEDED SURVEY CONTROL
 JW1598
 JW1598  NGVD 29 (09/25/03)  246.51   (m)          808.8    (f) RESET       3  
 JW1598
 JW1598.Superseded values are not recommended for survey control.
 JW1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1598.See file dsdata.txt to determine how the superseded data were derived.
 JW1598
 JW1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD744675(NAD 83)
 JW1598_MARKER: DG = GRAVITY STATION DISK
 JW1598_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JW1598+WITH SETTING: PAVEMENT
 JW1598_SP_SET: FLAGPOLE FOUNDATION
 JW1598_STAMPING: 809 USGS RESET 1983
 JW1598_MARK LOGO: NGS   
 JW1598_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1598+STABILITY: SURFACE MOTION
 JW1598
 JW1598  HISTORY     - Date     Condition        Report By
 JW1598  HISTORY     - 1983     MONUMENTED       NGS
 JW1598
 JW1598                          STATION DESCRIPTION
 JW1598
 JW1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1598'AT THE EAST SIDE OF THE MINERAL COUNTY COURTHOUSE IN KEYSER, IN THE
 JW1598'SOUTHEAST PART OF THE CONCRETE SLAB FOR THE FLAGPOLE FOUNDATION, 37.4
 JW1598'M (122.7 FT) NORTH FROM THE CENTER OF EAST STREET, 29.3 M (96.1 FT)
 JW1598'WEST FROM THE CENTER OF ARMSTRONG STREET, 8.9 M (29.2 FT) NORTH FROM
 JW1598'THE CENTER OF THE EAST ENTRANCE TO THE COURTHOUSE, 6.5 M (21.3 FT)
 JW1598'EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF THE COURTHOUSE, 5.4 M
 JW1598'(17.7 FT) SOUTH-SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 JW1598'COURTHOUSE, 5.4 M (17.7 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A
 JW1598'LARGE GRANITE WAR MEMORIAL AND 0.5 M (1.6 FT) SOUTHEAST FROM THE
 JW1598'STEEL FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0343 ***********************************************************************
 JW0343  DESIGNATION -  809=PTS 1 USGS
 JW0343  PID         -  JW0343
 JW0343  STATE/COUNTY-  WV/MINERAL
 JW0343  USGS QUAD   -  KEYSER (1974)
 JW0343
 JW0343                         *CURRENT SURVEY CONTROL
 JW0343  ___________________________________________________________________
 JW0343* NAD 83(1986)-  39 26 23.     (N)    078 58 23.     (W)     SCALED    
 JW0343* NAVD 88     -       246.564  (meters)     808.94   (feet)  ADJUSTED  
 JW0343  ___________________________________________________________________
 JW0343  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JW0343  DYNAMIC HT  -         246.414 (meters)     808.44  (feet)  COMP
 JW0343  MODELED GRAV-     980,013.5   (mgal)                       NAVD 88
 JW0343
 JW0343  VERT ORDER  -  FIRST     CLASS II
 JW0343
 JW0343.The horizontal coordinates were scaled from a topographic map and have
 JW0343.an estimated accuracy of +/- 6 seconds.
 JW0343
 JW0343.The orthometric height was determined by differential leveling
 JW0343.and adjusted by the National Geodetic Survey in June 1991..
 JW0343
 JW0343.The geoid height was determined by GEOID03.
 JW0343
 JW0343.The dynamic height is computed by dividing the NAVD 88
 JW0343.geopotential number by the normal gravity value computed on the
 JW0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0343.degrees latitude (g = 980.6199 gals.).
 JW0343
 JW0343.The modeled gravity was interpolated from observed gravity values.
 JW0343
 JW0343;                    North         East    Units  Estimated Accuracy
 JW0343;SPC WV N     -   104,460.      645,360.      MT  (+/- 180 meters Scaled)
 JW0343
 JW0343                          SUPERSEDED SURVEY CONTROL
 JW0343
 JW0343  NGVD 29 (??/??/92)  246.749  (m)          809.54   (f) ADJ UNCH    1 2
 JW0343
 JW0343.Superseded values are not recommended for survey control.
 JW0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0343.See file dsdata.txt to determine how the superseded data were derived.
 JW0343
 JW0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD744675(NAD 83)
 JW0343_MARKER: DD = SURVEY DISK
 JW0343_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JW0343+WITH SETTING: PAVEMENT
 JW0343_STAMPING: 809 1916
 JW0343_MARK LOGO: USGS  
 JW0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0343+STABILITY: SURFACE MOTION
 JW0343
 JW0343  HISTORY     - Date     Condition        Report By
 JW0343  HISTORY     - 1916     MONUMENTED       USGS
 JW0343  HISTORY     - 1934     GOOD             NGS
 JW0343  HISTORY     - 1939     GOOD             USE
 JW0343  HISTORY     - 1983     GOOD             NGS
 JW0343
 JW0343                          STATION DESCRIPTION
 JW0343
 JW0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0343'IN KEYSER.
 JW0343'AT KEYSER, MINERAL COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 JW0343'NORTH ENTRANCE, IN THE TOP OF THE SECOND STONE STEP, 6 FEET EAST
 JW0343'OF THE DOOR, AND 1 FOOT ABOVE THE SIDEWALK.  A UNITED STATES
 JW0343'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 809 1916.
 JW0343
 JW0343                          STATION RECOVERY (1939)
 JW0343
 JW0343'RECOVERY NOTE BY US ENGINEERS 1939
 JW0343'RECOVERED IN GOOD CONDITION.
 JW0343
 JW0343                          STATION RECOVERY (1983)
 JW0343
 JW0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0343'RECOVERED IN GOOD CONDITION, NOTE--PRIM TRAV STA NO 1 1919 IS ALSO
 JW0343'STAMPED ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3229 ***********************************************************************
 JV3229  DESIGNATION -  81 BORR
 JV3229  PID         -  JV3229
 JV3229  STATE/COUNTY-  WV/BERKELEY
 JV3229  USGS QUAD   -  HEDGESVILLE (1979)
 JV3229
 JV3229                         *CURRENT SURVEY CONTROL
 JV3229  ___________________________________________________________________
 JV3229* NAD 83(1986)-  39 32 46.     (N)    077 58 29.     (W)     SCALED    
 JV3229* NAVD 88     -       154.37   (+/-2cm)     506.5    (feet)  VERTCON   
 JV3229  ___________________________________________________________________
 JV3229  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JV3229
 JV3229  VERT ORDER  -  ? (See Below)
 JV3229
 JV3229.The horizontal coordinates were scaled from a topographic map and have
 JV3229.an estimated accuracy of +/- 6 seconds.
 JV3229
 JV3229.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV3229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV3229.The vertical order pertains to the NGVD 29 superseded value.
 JV3229
 JV3229.The geoid height was determined by GEOID03.
 JV3229
 JV3229;                    North         East    Units  Estimated Accuracy
 JV3229;SPC WV N     -   117,250.      731,090.      MT  (+/- 180 meters Scaled)
 JV3229
 JV3229                          SUPERSEDED SURVEY CONTROL
 JV3229
 JV3229  NGVD 29 (??/??/??)  154.560  (m)          507.09   (f) ADJUSTED    ?  
 JV3229
 JV3229.Superseded values are not recommended for survey control.
 JV3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3229.See file dsdata.txt to determine how the superseded data were derived.
 JV3229
 JV3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ443816(NAD 83)
 JV3229_MARKER: B = BOLT
 JV3229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3229_SP_SET: BRIDGE
 JV3229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3229
 JV3229  HISTORY     - Date     Condition        Report By
 JV3229  HISTORY     - UNK      MONUMENTED       BORR
 JV3229  HISTORY     - 1934     GOOD             CGS
 JV3229  HISTORY     - 1967     MARK NOT FOUND   WVGS
 JV3229  HISTORY     - 1983     MARK NOT FOUND   NGS
 JV3229
 JV3229                          STATION DESCRIPTION
 JV3229
 JV3229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JV3229'1.2 MI S FROM NORTH MOUNTAIN.
 JV3229'ABOUT 1-1/4 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JV3229'NORTH MOUNTAIN, BERKELEY COUNTY, ABOUT 500 FEET NORTH OF MILEPOST
 JV3229'B 106, AT BRIDGE 52, BETWEEN THE TRACKS, AND IN THE BRIDGE SEAT
 JV3229'OF THE SOUTH ABUTMENT.  THE TOP OF A COPPER BOLT.
 JV3229
 JV3229                          STATION RECOVERY (1967)
 JV3229
 JV3229'RECOVERY NOTE BY WEST VIRGINIA GEODETIC SURVEY 1967
 JV3229'MARK NOT FOUND.
 JV3229
 JV3229                          STATION RECOVERY (1983)
 JV3229
 JV3229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV3229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0257 ***********************************************************************
 JX0257  DESIGNATION -  812.0 USGS
 JX0257  PID         -  JX0257
 JX0257  STATE/COUNTY-  WV/DODDRIDGE
 JX0257  USGS QUAD   -  SMITHBURG (1976)
 JX0257
 JX0257                         *CURRENT SURVEY CONTROL
 JX0257  ___________________________________________________________________
 JX0257* NAD 83(1986)-  39 16 53.     (N)    080 41 38.     (W)     SCALED    
 JX0257* NAVD 88     -       247.487  (meters)     811.96   (feet)  ADJUSTED  
 JX0257  ___________________________________________________________________
 JX0257  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JX0257  DYNAMIC HT  -         247.336 (meters)     811.47  (feet)  COMP
 JX0257  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 JX0257
 JX0257  VERT ORDER  -  FIRST     CLASS II
 JX0257
 JX0257.The horizontal coordinates were scaled from a topographic map and have
 JX0257.an estimated accuracy of +/- 6 seconds.
 JX0257
 JX0257.The orthometric height was determined by differential leveling
 JX0257.and adjusted by the National Geodetic Survey in June 1991..
 JX0257
 JX0257.The geoid height was determined by GEOID03.
 JX0257
 JX0257.The dynamic height is computed by dividing the NAVD 88
 JX0257.geopotential number by the normal gravity value computed on the
 JX0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0257.degrees latitude (g = 980.6199 gals.).
 JX0257
 JX0257.The modeled gravity was interpolated from observed gravity values.
 JX0257
 JX0257;                    North         East    Units  Estimated Accuracy
 JX0257;SPC WV N     -    87,430.      497,000.      MT  (+/- 180 meters Scaled)
 JX0257
 JX0257                          SUPERSEDED SURVEY CONTROL
 JX0257
 JX0257  NGVD 29 (??/??/92)  247.639  (m)          812.46   (f) ADJ UNCH    1 2
 JX0257
 JX0257.Superseded values are not recommended for survey control.
 JX0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0257.See file dsdata.txt to determine how the superseded data were derived.
 JX0257
 JX0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND264480(NAD 83)
 JX0257_MARKER: Q = CHISELED SQUARE
 JX0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0257_SP_SET: BRIDGE
 JX0257_MARK LOGO: NONE  
 JX0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0257
 JX0257  HISTORY     - Date     Condition        Report By
 JX0257  HISTORY     - UNK      MONUMENTED       USGS
 JX0257  HISTORY     - 1943     GOOD             NGS
 JX0257  HISTORY     - 1983     GOOD             NGS
 JX0257
 JX0257                          STATION DESCRIPTION
 JX0257
 JX0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0257'2.6 MI W FROM LONG RUN.
 JX0257'2.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0257'STATION AT LONG RUN, DODDRIDGE COUNTY, 57 FEET WEST OF MILEPOST
 JX0257'P 60-B 324, AT BRIDGE 18, ON THE TOP OF THE EAST END OF THE SOUTH
 JX0257'WALL, 10.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 3 FEET
 JX0257'EAST OF BENCH MARK Y 80, AND 1 FOOT LOWER THAN THE TRACK.  THE
 JX0257'SURFACE WITHIN AN OUTLINED SQUARE ON CONCRETE HEADWALL.
 JX0257
 JX0257                          STATION RECOVERY (1983)
 JX0257
 JX0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0257'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.9 KM (2.4 MI)
 JX0257'EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE RAILROAD STATION
 JX0257'IN SMITHBURG TO THE MARK ON THE RIGHT, AT BRIDGE 18, IN TOP OF THE
 JX0257'SOUTH WALL, 3.0 METERS (10.0 FT) SOUTH OF THE CENTER OF THE TRACKS,
 JX0257'0.91 METER (3.0 FT) EAST OF BENCH MARK Y 80.
 JX0257'THE MARK IS 0.60 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0896 ***********************************************************************
 JW0896  DESIGNATION -  815 USGS RESET
 JW0896  PID         -  JW0896
 JW0896  STATE/COUNTY-  WV/MONONGALIA
 JW0896  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0896
 JW0896                         *CURRENT SURVEY CONTROL
 JW0896  ___________________________________________________________________
 JW0896* NAD 83(1986)-  39 40 48.     (N)    079 58 19.     (W)     SCALED    
 JW0896* NAVD 88     -       248.006  (meters)     813.67   (feet)  ADJUSTED  
 JW0896  ___________________________________________________________________
 JW0896  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JW0896  DYNAMIC HT  -         247.859 (meters)     813.18  (feet)  COMP
 JW0896  MODELED GRAV-     980,029.6   (mgal)                       NAVD 88
 JW0896
 JW0896  VERT ORDER  -  FIRST     CLASS II
 JW0896
 JW0896.The horizontal coordinates were scaled from a topographic map and have
 JW0896.an estimated accuracy of +/- 6 seconds.
 JW0896
 JW0896.The orthometric height was determined by differential leveling
 JW0896.and adjusted by the National Geodetic Survey in June 1991..
 JW0896
 JW0896.The geoid height was determined by GEOID03.
 JW0896
 JW0896.The dynamic height is computed by dividing the NAVD 88
 JW0896.geopotential number by the normal gravity value computed on the
 JW0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0896.degrees latitude (g = 980.6199 gals.).
 JW0896
 JW0896.The modeled gravity was interpolated from observed gravity values.
 JW0896
 JW0896;                    North         East    Units  Estimated Accuracy
 JW0896;SPC WV N     -   131,110.      559,510.      MT  (+/- 180 meters Scaled)
 JW0896
 JW0896                          SUPERSEDED SURVEY CONTROL
 JW0896
 JW0896  NGVD 29 (??/??/92)  248.116  (m)          814.03   (f) ADJ UNCH    1 2
 JW0896
 JW0896.Superseded values are not recommended for survey control.
 JW0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0896.See file dsdata.txt to determine how the superseded data were derived.
 JW0896
 JW0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND881927(NAD 83)
 JW0896_MARKER: DD = SURVEY DISK
 JW0896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0896_SP_SET: BRIDGE
 JW0896_STAMPING: 815 PITTSBURG 1899
 JW0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0896
 JW0896  HISTORY     - Date     Condition        Report By
 JW0896  HISTORY     - UNK      MONUMENTED       RBNF
 JW0896  HISTORY     - 1935     GOOD             NGS
 JW0896  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0896
 JW0896                          STATION DESCRIPTION
 JW0896
 JW0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0896'1 MI W FROM VAN VORHIS.
 JW0896'1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0896'STATION AT VAN VORHIS, MONONGALIA COUNTY, 20 FEET EAST OF THE
 JW0896'EAST RAIL, ON THE SOUTH ABUTMENT OF BRIDGE 359, AND IN THE TOP
 JW0896'OF THE EAST END.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JW0896'STAMPED 815 PITTSBURG 1899.
 JW0896
 JW0896                          STATION RECOVERY (1983)
 JW0896
 JW0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0896'NOT RECOVERED, INACCESSIBLE AND NOT SEARCHED FOR IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0311 ***********************************************************************
 JW0311  DESIGNATION -  821.1
 JW0311  PID         -  JW0311
 JW0311  STATE/COUNTY-  WV/HARDY
 JW0311  USGS QUAD   -  MOOREFIELD (1981)
 JW0311
 JW0311                         *CURRENT SURVEY CONTROL
 JW0311  ___________________________________________________________________
 JW0311* NAD 83(1986)-  39 03 55.     (N)    078 57 52.     (W)     SCALED    
 JW0311* NAVD 88     -       249.898  (meters)     819.87   (feet)  ADJUSTED  
 JW0311  ___________________________________________________________________
 JW0311  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JW0311  DYNAMIC HT  -         249.738 (meters)     819.35  (feet)  COMP
 JW0311  MODELED GRAV-     979,982.5   (mgal)                       NAVD 88
 JW0311
 JW0311  VERT ORDER  -  SECOND    CLASS 0
 JW0311
 JW0311.The horizontal coordinates were scaled from a topographic map and have
 JW0311.an estimated accuracy of +/- 6 seconds.
 JW0311
 JW0311.The orthometric height was determined by differential leveling
 JW0311.and adjusted by the National Geodetic Survey in June 1991..
 JW0311
 JW0311.The geoid height was determined by GEOID03.
 JW0311
 JW0311.The dynamic height is computed by dividing the NAVD 88
 JW0311.geopotential number by the normal gravity value computed on the
 JW0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0311.degrees latitude (g = 980.6199 gals.).
 JW0311
 JW0311.The modeled gravity was interpolated from observed gravity values.
 JW0311
 JW0311;                    North         East    Units  Estimated Accuracy
 JW0311;SPC WV N     -    62,890.      646,350.      MT  (+/- 180 meters Scaled)
 JW0311
 JW0311                          SUPERSEDED SURVEY CONTROL
 JW0311
 JW0311  NGVD 29 (??/??/92)  250.054  (m)          820.39   (f) ADJ UNCH    2 0
 JW0311
 JW0311.Superseded values are not recommended for survey control.
 JW0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0311.See file dsdata.txt to determine how the superseded data were derived.
 JW0311
 JW0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD761259(NAD 83)
 JW0311_MARKER: DD = SURVEY DISK
 JW0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0311_STAMPING: 821.1
 JW0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0311+STABILITY: SURFACE MOTION
 JW0311
 JW0311  HISTORY     - Date     Condition        Report By
 JW0311  HISTORY     - UNK      MONUMENTED       USGS
 JW0311  HISTORY     - 1935     GOOD             NGS
 JW0311
 JW0311                          STATION DESCRIPTION
 JW0311
 JW0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0311'AT MOOREFIELD.
 JW0311'AT MOOREFIELD, HARDY COUNTY, 35 YARDS SOUTHWEST OF THE SOUTHWEST
 JW0311'CORNER OF THE BALTIMORE AND OHIO RAILROAD STATION, AT THE
 JW0311'NORTHEAST CORNER OF A TIN WAREHOUSE, 9 YARDS WEST OF THE CENTERLINE
 JW0311'OF THE TRACK, IN THE TOP OF A CONCRETE BLOCK, AND LEVEL WITH
 JW0311'THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JW0311'821.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0383 ***********************************************************************
 GX0383  DESIGNATION -  822 NWRR
 GX0383  PID         -  GX0383
 GX0383  STATE/COUNTY-  WV/MERCER
 GX0383  USGS QUAD   -  OAKVALE (1977)
 GX0383
 GX0383                         *CURRENT SURVEY CONTROL
 GX0383  ___________________________________________________________________
 GX0383* NAD 83(1986)-  37 21 15.     (N)    080 53 44.     (W)     SCALED    
 GX0383* NAVD 88     -       502.097  (meters)    1647.30   (feet)  ADJUSTED  
 GX0383  ___________________________________________________________________
 GX0383  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX0383  DYNAMIC HT  -         501.665 (meters)    1645.88  (feet)  COMP
 GX0383  MODELED GRAV-     979,756.2   (mgal)                       NAVD 88
 GX0383
 GX0383  VERT ORDER  -  FIRST     CLASS II
 GX0383
 GX0383.The horizontal coordinates were scaled from a topographic map and have
 GX0383.an estimated accuracy of +/- 6 seconds.
 GX0383
 GX0383.The orthometric height was determined by differential leveling
 GX0383.and adjusted by the National Geodetic Survey in June 1991..
 GX0383
 GX0383.The geoid height was determined by GEOID03.
 GX0383
 GX0383.The dynamic height is computed by dividing the NAVD 88
 GX0383.geopotential number by the normal gravity value computed on the
 GX0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0383.degrees latitude (g = 980.6199 gals.).
 GX0383
 GX0383.The modeled gravity was interpolated from observed gravity values.
 GX0383
 GX0383;                    North         East    Units  Estimated Accuracy
 GX0383;SPC WV S     -    39,310.      609,250.      MT  (+/- 180 meters Scaled)
 GX0383
 GX0383                          SUPERSEDED SURVEY CONTROL
 GX0383
 GX0383  NGVD 29 (??/??/92)  502.222  (m)         1647.71   (f) ADJ UNCH    1 2
 GX0383
 GX0383.Superseded values are not recommended for survey control.
 GX0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0383.See file dsdata.txt to determine how the superseded data were derived.
 GX0383
 GX0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB092341(NAD 83)
 GX0383_MARKER: B = BOLT
 GX0383_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX0383_MARK LOGO: NWRR  
 GX0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0383
 GX0383  HISTORY     - Date     Condition        Report By
 GX0383  HISTORY     - UNK      MONUMENTED       NWRR
 GX0383  HISTORY     - 1965     GOOD             NGS
 GX0383  HISTORY     - 1984     GOOD             NGS
 GX0383
 GX0383                          STATION DESCRIPTION
 GX0383
 GX0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX0383'4 MI E FROM OAKVALE.
 GX0383'4.0 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0383'STATION AT OAKVALE, ABOUT 2.85 MILES SOUTHWEST ALONG THE N. AND
 GX0383'W. RY. FROM THE STATION AT GLEN LYN, VIRGINIA, 5 1/2 RAILS WEST
 GX0383'OF MILEPOST N-343, SET IN THE TOP OF THE NORTH END OF THE WEST
 GX0383'CONCRETE ABUTMENT TO RAILROAD BRIDGE NO. 822 OVER THE EAST RIVER
 GX0383'AND A GRAVELED ROAD, 34.2 FEET NORTH OF AND ACROSS THE TRACK FROM
 GX0383'BENCH MARK X 52 DESCRIBED, 7.9 FEET NORTH OF THE NORTH RAIL OF THE
 GX0383'WEST-BOUND TRACK AND ABOUT LEVEL WITH THE TRACK.
 GX0383
 GX0383                          STATION RECOVERY (1984)
 GX0383
 GX0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0346 ***********************************************************************
 JW0346  DESIGNATION -  828
 JW0346  PID         -  JW0346
 JW0346  STATE/COUNTY-  WV/HAMPSHIRE
 JW0346  USGS QUAD   -  ROMNEY (1979)
 JW0346
 JW0346                         *CURRENT SURVEY CONTROL
 JW0346  ___________________________________________________________________
 JW0346* NAD 83(1986)-  39 20 32.     (N)    078 45 25.     (W)     SCALED    
 JW0346* NAVD 88     -       252.268  (meters)     827.65   (feet)  ADJUSTED  
 JW0346  ___________________________________________________________________
 JW0346  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JW0346  DYNAMIC HT  -         252.114 (meters)     827.14  (feet)  COMP
 JW0346  MODELED GRAV-     980,008.9   (mgal)                       NAVD 88
 JW0346
 JW0346  VERT ORDER  -  SECOND    CLASS 0
 JW0346
 JW0346.The horizontal coordinates were scaled from a topographic map and have
 JW0346.an estimated accuracy of +/- 6 seconds.
 JW0346
 JW0346.The orthometric height was determined by differential leveling
 JW0346.and adjusted by the National Geodetic Survey in June 1991..
 JW0346
 JW0346.The geoid height was determined by GEOID03.
 JW0346
 JW0346.The dynamic height is computed by dividing the NAVD 88
 JW0346.geopotential number by the normal gravity value computed on the
 JW0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0346.degrees latitude (g = 980.6199 gals.).
 JW0346
 JW0346.The modeled gravity was interpolated from observed gravity values.
 JW0346
 JW0346;                    North         East    Units  Estimated Accuracy
 JW0346;SPC WV N     -    93,770.      664,050.      MT  (+/- 180 meters Scaled)
 JW0346
 JW0346                          SUPERSEDED SURVEY CONTROL
 JW0346
 JW0346  NGVD 29 (??/??/92)  252.438  (m)          828.21   (f) ADJ UNCH    2 0
 JW0346
 JW0346.Superseded values are not recommended for survey control.
 JW0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0346.See file dsdata.txt to determine how the superseded data were derived.
 JW0346
 JW0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD933571(NAD 83)
 JW0346_MARKER: DD = SURVEY DISK
 JW0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0346_SP_SET: BUILDING
 JW0346_STAMPING: 828 1920
 JW0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0346
 JW0346  HISTORY     - Date     Condition        Report By
 JW0346  HISTORY     - 1920     MONUMENTED       USGS
 JW0346  HISTORY     - 1934     GOOD             NGS
 JW0346
 JW0346                          STATION DESCRIPTION
 JW0346
 JW0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0346'AT ROMNEY.
 JW0346'AT ROMNEY, HAMPSHIRE COUNTY, ON U.S. HIGHWAY 50, ON THE CORNER
 JW0346'OF MAIN AND HIGHT STREETS, AT THE FIRST NATIONAL BANK BUILDING,
 JW0346'IN THE CONCRETE FOUNDATION, ABOUT 1 YARD NORTHWEST OF THE MAIN
 JW0346'ENTRANCE FACING ON MAIN STREET, ABOUT 10 YARDS SOUTHWEST OF THE
 JW0346'CENTER LINE OF THE STREET, AND 3 FEET ABOVE THE SIDEWALK.  A
 JW0346'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 828 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0432 ***********************************************************************
 JX0432  DESIGNATION -  829
 JX0432  PID         -  JX0432
 JX0432  STATE/COUNTY-  WV/WETZEL
 JX0432  USGS QUAD   -  FOLSOM (1976)
 JX0432
 JX0432                         *CURRENT SURVEY CONTROL
 JX0432  ___________________________________________________________________
 JX0432* NAD 83(1986)-  39 29 58.     (N)    080 33 51.     (W)     SCALED    
 JX0432* NAVD 88     -       252.501  (meters)     828.41   (feet)  ADJUSTED  
 JX0432  ___________________________________________________________________
 JX0432  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JX0432  DYNAMIC HT  -         252.351 (meters)     827.92  (feet)  COMP
 JX0432  MODELED GRAV-     980,025.4   (mgal)                       NAVD 88
 JX0432
 JX0432  VERT ORDER  -  SECOND    CLASS 0
 JX0432
 JX0432.The horizontal coordinates were scaled from a topographic map and have
 JX0432.an estimated accuracy of +/- 6 seconds.
 JX0432
 JX0432.The orthometric height was determined by differential leveling
 JX0432.and adjusted by the National Geodetic Survey in June 1991..
 JX0432
 JX0432.The geoid height was determined by GEOID03.
 JX0432
 JX0432.The dynamic height is computed by dividing the NAVD 88
 JX0432.geopotential number by the normal gravity value computed on the
 JX0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0432.degrees latitude (g = 980.6199 gals.).
 JX0432
 JX0432.The modeled gravity was interpolated from observed gravity values.
 JX0432
 JX0432;                    North         East    Units  Estimated Accuracy
 JX0432;SPC WV N     -   111,500.      508,470.      MT  (+/- 180 meters Scaled)
 JX0432
 JX0432                          SUPERSEDED SURVEY CONTROL
 JX0432
 JX0432  NGVD 29 (??/??/92)  252.659  (m)          828.93   (f) ADJ UNCH    2 0
 JX0432
 JX0432.Superseded values are not recommended for survey control.
 JX0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0432.See file dsdata.txt to determine how the superseded data were derived.
 JX0432
 JX0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND374722(NAD 83)
 JX0432_MARKER: DD = SURVEY DISK
 JX0432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0432_SP_SET: BRIDGE
 JX0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0432
 JX0432  HISTORY     - Date     Condition        Report By
 JX0432  HISTORY     - UNK      MONUMENTED       USGS
 JX0432  HISTORY     - 1957     GOOD             NGS
 JX0432
 JX0432                          STATION DESCRIPTION
 JX0432
 JX0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0432'0.4 MI N FROM SMITHFIELD.
 JX0432'ABOUT 0.4 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0432'THE STATION AT SMITHFIELD, IN THE TOP OF THE EAST END OF THE
 JX0432'NORTH ABUTMENT OF RAILROAD BRIDGE NO. 293, 14 FEET EAST OF EAST
 JX0432'RAIL AND ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK.  NOTE-- UNABLE TO
 JX0432'MAKE OUT STAMPING.  THE DISK IS BATTERED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0897 ***********************************************************************
 JX0897  DESIGNATION -  83 WSM RESET 1974
 JX0897  PID         -  JX0897
 JX0897  STATE/COUNTY-  WV/PLEASANTS
 JX0897  USGS QUAD   -  SCHULTZ (1975)
 JX0897
 JX0897                         *CURRENT SURVEY CONTROL
 JX0897  ___________________________________________________________________
 JX0897* NAD 83(1986)-  39 22 04.     (N)    081 14 40.     (W)     SCALED    
 JX0897* NAVD 88     -       184.86   (meters)     606.5    (feet)  RESET     
 JX0897  ___________________________________________________________________
 JX0897  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JX0897
 JX0897  VERT ORDER  -  THIRD
 JX0897
 JX0897.The horizontal coordinates were scaled from a topographic map and have
 JX0897.an estimated accuracy of +/- 6 seconds.
 JX0897
 JX0897.The orthometric height was computed from unverified reset data.
 JX0897.No vertical observational check was made to the station.
 JX0897
 JX0897.The geoid height was determined by GEOID03.
 JX0897
 JX0897;                    North         East    Units  Estimated Accuracy
 JX0897;SPC WV N     -    97,800.      449,690.      MT  (+/- 180 meters Scaled)
 JX0897
 JX0897                          SUPERSEDED SURVEY CONTROL
 JX0897
 JX0897  NGVD 29 (09/25/03)  185.03   (m)          607.1    (f) RESET       3  
 JX0897
 JX0897.Superseded values are not recommended for survey control.
 JX0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0897.See file dsdata.txt to determine how the superseded data were derived.
 JX0897
 JX0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD789576(NAD 83)
 JX0897_MARKER: DD = SURVEY DISK
 JX0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0897_STAMPING: 83 WSM RESET 1974
 JX0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0897+STABILITY: SURFACE MOTION
 JX0897
 JX0897  HISTORY     - Date     Condition        Report By
 JX0897  HISTORY     - 1974     MONUMENTED       VADH
 JX0897
 JX0897                          STATION DESCRIPTION
 JX0897
 JX0897'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1974
 JX0897'1.2 MI SE FROM BELMONT.
 JX0897'ABOUT 1.25 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING FRENCH
 JX0897'CREEK FROM THE BAPTIST CHURCH AT BELMONT, ABOUT 60 FEET SOUTH
 JX0897'OF THE CONFLUENCE OF FRENCE CREEK AND HENRY CAMP RUN, SET IN
 JX0897'TOP OF CONCRETE MONUMENT ABOUT 4 INCHES ABOVE THE GROUND, 24
 JX0897'FEET NORTH OF CENTER LINE OF ROAD AND 150 FEET WEST OF CENTER
 JX0897'OF ROAD JUNCTION, ABOUT 4 FEET BELOW LEVEL OF ROAD, A
 JX0897'WHITE METAL WITNESS POST SET 6 INCHES NORTH OF BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1414 ***********************************************************************
 GX1414  DESIGNATION -  832
 GX1414  PID         -  GX1414
 GX1414  STATE/COUNTY-  WV/MERCER
 GX1414  USGS QUAD   -  BLUEFIELD (1979)
 GX1414
 GX1414                         *CURRENT SURVEY CONTROL
 GX1414  ___________________________________________________________________
 GX1414* NAD 83(1986)-  37 17 11.     (N)    081 09 51.     (W)     SCALED    
 GX1414* NAVD 88     -       704.814  (meters)    2312.38   (feet)  ADJUSTED  
 GX1414  ___________________________________________________________________
 GX1414  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GX1414  DYNAMIC HT  -         704.186 (meters)    2310.32  (feet)  COMP
 GX1414  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 GX1414
 GX1414  VERT ORDER  -  SECOND    CLASS 0
 GX1414
 GX1414.The horizontal coordinates were scaled from a topographic map and have
 GX1414.an estimated accuracy of +/- 6 seconds.
 GX1414
 GX1414.The orthometric height was determined by differential leveling
 GX1414.and adjusted by the National Geodetic Survey in June 1991..
 GX1414
 GX1414.The geoid height was determined by GEOID03.
 GX1414
 GX1414.The dynamic height is computed by dividing the NAVD 88
 GX1414.geopotential number by the normal gravity value computed on the
 GX1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1414.degrees latitude (g = 980.6199 gals.).
 GX1414
 GX1414.The modeled gravity was interpolated from observed gravity values.
 GX1414
 GX1414;                    North         East    Units  Estimated Accuracy
 GX1414;SPC WV S     -    31,800.      585,440.      MT  (+/- 180 meters Scaled)
 GX1414
 GX1414                          SUPERSEDED SURVEY CONTROL
 GX1414
 GX1414  NGVD 29 (??/??/92)  704.91   (m)         2312.7    (f) COMPUTED    2 0
 GX1414
 GX1414.Superseded values are not recommended for survey control.
 GX1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1414.See file dsdata.txt to determine how the superseded data were derived.
 GX1414
 GX1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB854266(NAD 83)
 GX1414_MARKER: DD = SURVEY DISK
 GX1414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1414_SP_SET: BRIDGE
 GX1414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1414
 GX1414  HISTORY     - Date     Condition        Report By
 GX1414  HISTORY     - UNK      MONUMENTED       NWRR
 GX1414  HISTORY     - 1965     MARK NOT FOUND   NGS
 GX1414
 GX1414                          STATION DESCRIPTION
 GX1414
 GX1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1414'3.2 MI E FROM BLUEFIELD.
 GX1414'3.2 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1414'STATION AT BLUEFIELD, MERCER COUNTY, AT BRIDGE NO. 832 OVER THE
 GX1414'BLUEFIELD-PRINCETON HIGHWAY, ON THE TOP OF THE NORTHWEST CORNER
 GX1414'OF THE EAST ABUTMENT, 8 FEET NORTH OF THE NORTH RAIL OF THE
 GX1414'WEST-BOUND TRACK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GX1414'TRACK.  A 1-1/2-INCH IRON BOLT.  1965 REPORTED -- A THOROUGH
 GX1414'SEARCH WAS MADE FOR THIS MARK BUT WAS NOT RECOVERED ON THIS
 GX1414'DATE, BELIEVED TO HAVE BEEN DESTROYED OR COVERED BY CONSTRUCTION
 GX1414'WORK IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0267 ***********************************************************************
 JX0267  DESIGNATION -  835
 JX0267  PID         -  JX0267
 JX0267  STATE/COUNTY-  WV/DODDRIDGE
 JX0267  USGS QUAD   -  WEST UNION (1987)
 JX0267
 JX0267                         *CURRENT SURVEY CONTROL
 JX0267  ___________________________________________________________________
 JX0267* NAD 83(1986)-  39 17 43.     (N)    080 46 28.     (W)     SCALED    
 JX0267* NAVD 88     -       254.600  (meters)     835.30   (feet)  ADJUSTED  
 JX0267  ___________________________________________________________________
 JX0267  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JX0267  DYNAMIC HT  -         254.443 (meters)     834.79  (feet)  COMP
 JX0267  MODELED GRAV-     980,005.3   (mgal)                       NAVD 88
 JX0267
 JX0267  VERT ORDER  -  FIRST     CLASS II
 JX0267
 JX0267.The horizontal coordinates were scaled from a topographic map and have
 JX0267.an estimated accuracy of +/- 6 seconds.
 JX0267
 JX0267.The orthometric height was determined by differential leveling
 JX0267.and adjusted by the National Geodetic Survey in June 1991..
 JX0267
 JX0267.The geoid height was determined by GEOID03.
 JX0267
 JX0267.The dynamic height is computed by dividing the NAVD 88
 JX0267.geopotential number by the normal gravity value computed on the
 JX0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0267.degrees latitude (g = 980.6199 gals.).
 JX0267
 JX0267.The modeled gravity was interpolated from observed gravity values.
 JX0267
 JX0267;                    North         East    Units  Estimated Accuracy
 JX0267;SPC WV N     -    89,070.      490,070.      MT  (+/- 180 meters Scaled)
 JX0267
 JX0267                          SUPERSEDED SURVEY CONTROL
 JX0267
 JX0267  NGVD 29 (??/??/92)  254.760  (m)          835.83   (f) ADJ UNCH    1 2
 JX0267
 JX0267.Superseded values are not recommended for survey control.
 JX0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0267.See file dsdata.txt to determine how the superseded data were derived.
 JX0267
 JX0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND194495(NAD 83)
 JX0267_MARKER: DD = SURVEY DISK
 JX0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0267_SP_SET: BUILDING
 JX0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0267
 JX0267  HISTORY     - Date     Condition        Report By
 JX0267  HISTORY     - UNK      MONUMENTED       USGS
 JX0267  HISTORY     - 1957     GOOD             NGS
 JX0267
 JX0267                          STATION DESCRIPTION
 JX0267
 JX0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0267'AT WEST UNION.
 JX0267'AT WEST UNION, ALONG THE BALTIMORE AND OHIO RAILROAD, SET
 JX0267'VERTICALLY IN NORTHWEST FACE OF WEST UNION BANK BUILDING (4-STORY
 JX0267'BUILDING), 115 FEET SOUTHWEST OF SOUTHWEST RAIL OF TRACK, 80 FEET
 JX0267'WEST-SOUTHWEST OF WEST CORNER OF STATION, 6 1/2 FEET SOUTHEAST OF
 JX0267'SOUTHEAST CURB LINE OF COLUMBIA STREET, 21 FEET SOUTHWEST OF NORTH
 JX0267'CORNER OF BUILDING AND ABOUT 2 FEET ABOVE LEVEL OF WALK.
 JX0267'NOTE-- UNABLE TO MAKE OUT ALL STAMPING.  THE ONLY STAMPING LEGIBLE
 JX0267'IS GRAFTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0900 ***********************************************************************
 JX0900  DESIGNATION -  84 WSM
 JX0900  PID         -  JX0900
 JX0900  STATE/COUNTY-  WV/PLEASANTS
 JX0900  USGS QUAD   -  SCHULTZ (1975)
 JX0900
 JX0900                         *CURRENT SURVEY CONTROL
 JX0900  ___________________________________________________________________
 JX0900* NAD 83(1986)-  39 20 24.     (N)    081 14 01.     (W)     SCALED    
 JX0900* NAVD 88     -       298.899  (meters)     980.64   (feet)  ADJUSTED  
 JX0900  ___________________________________________________________________
 JX0900  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JX0900  DYNAMIC HT  -         298.718 (meters)     980.04  (feet)  COMP
 JX0900  MODELED GRAV-     980,013.3   (mgal)                       NAVD 88
 JX0900
 JX0900  VERT ORDER  -  SECOND    CLASS 0
 JX0900
 JX0900.The horizontal coordinates were scaled from a topographic map and have
 JX0900.an estimated accuracy of +/- 6 seconds.
 JX0900
 JX0900.The orthometric height was determined by differential leveling
 JX0900.and adjusted by the National Geodetic Survey in June 1991..
 JX0900
 JX0900.The geoid height was determined by GEOID03.
 JX0900
 JX0900.The dynamic height is computed by dividing the NAVD 88
 JX0900.geopotential number by the normal gravity value computed on the
 JX0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0900.degrees latitude (g = 980.6199 gals.).
 JX0900
 JX0900.The modeled gravity was interpolated from observed gravity values.
 JX0900
 JX0900;                    North         East    Units  Estimated Accuracy
 JX0900;SPC WV N     -    94,700.      450,560.      MT  (+/- 180 meters Scaled)
 JX0900
 JX0900                          SUPERSEDED SURVEY CONTROL
 JX0900
 JX0900  NGVD 29 (??/??/92)  299.063  (m)          981.18   (f) ADJ UNCH    2 0
 JX0900
 JX0900.Superseded values are not recommended for survey control.
 JX0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0900.See file dsdata.txt to determine how the superseded data were derived.
 JX0900
 JX0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD798545(NAD 83)
 JX0900_MARKER: DD = SURVEY DISK
 JX0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0900_STAMPING: 981 84 WSM 1956
 JX0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0900+STABILITY: SURFACE MOTION
 JX0900
 JX0900  HISTORY     - Date     Condition        Report By
 JX0900  HISTORY     - 1956     MONUMENTED       USGS
 JX0900  HISTORY     - 1957     GOOD             NGS
 JX0900
 JX0900                          STATION DESCRIPTION
 JX0900
 JX0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0900'3.7 MI SE FROM BELMONT.
 JX0900'ABOUT 1.25 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING FRENCH
 JX0900'CREEK FROM THE BAPTIST CHURCH AT BELMONT, THENCE ABOUT 2.05
 JX0900'MILES SOUTH ALONG A ROAD FOLLOWING HENRY CAMP RUN, THENCE ABOUT
 JX0900'0.4 MILE SOUTHWEST ALONG A GRAVEL ROAD, AT A CROSSROAD, 53
 JX0900'FEET SOUTH OF CENTER LINE OF ROAD, 68 FEET SOUTH-SOUTHEAST OF
 JX0900'CENTER OF CROSSROADS, 16 FEET EAST OF CENTER LINE OF ROAD
 JX0900'SOUTH, 68 FEET EAST-SOUTHEAST AND ACROSS ROAD FROM SOUTHEAST
 JX0900'CORNER OF A HOUSE COVERED WITH TAR PAPER, 2 FEET WEST OF A FENCE
 JX0900'LINE, ABOUT 2 FEET ABOVE LEVEL OF ROAD SOUTH AND SET IN THE TOP
 JX0900'OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK IS REACHED
 JX0900'FROM SCHULTZ BY GOING ABOUT 1.0 MILE NORTH AND NORTHWEST ALONG
 JX0900'A GRAVEL ROAD FROM THE BRIDGE OVER COW CREEK, THENCE ABOUT
 JX0900'0.9 MILE NORTHEAST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0632 ***********************************************************************
 JX0632  DESIGNATION -  840
 JX0632  PID         -  JX0632
 JX0632  STATE/COUNTY-  WV/TYLER
 JX0632  USGS QUAD   -  PORTERS FALLS (1976)
 JX0632
 JX0632                         *CURRENT SURVEY CONTROL
 JX0632  ___________________________________________________________________
 JX0632* NAD 83(1986)-  39 30 26.     (N)    080 46 11.     (W)     SCALED    
 JX0632* NAVD 88     -       256.200  (meters)     840.55   (feet)  ADJUSTED  
 JX0632  ___________________________________________________________________
 JX0632  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JX0632  DYNAMIC HT  -         256.050 (meters)     840.06  (feet)  COMP
 JX0632  MODELED GRAV-     980,033.9   (mgal)                       NAVD 88
 JX0632
 JX0632  VERT ORDER  -  SECOND    CLASS 0
 JX0632
 JX0632.The horizontal coordinates were scaled from a topographic map and have
 JX0632.an estimated accuracy of +/- 6 seconds.
 JX0632
 JX0632.The orthometric height was determined by differential leveling
 JX0632.and adjusted by the National Geodetic Survey in June 1991..
 JX0632
 JX0632.The geoid height was determined by GEOID03.
 JX0632
 JX0632.The dynamic height is computed by dividing the NAVD 88
 JX0632.geopotential number by the normal gravity value computed on the
 JX0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0632.degrees latitude (g = 980.6199 gals.).
 JX0632
 JX0632.The modeled gravity was interpolated from observed gravity values.
 JX0632
 JX0632;                    North         East    Units  Estimated Accuracy
 JX0632;SPC WV N     -   112,590.      490,810.      MT  (+/- 180 meters Scaled)
 JX0632
 JX0632                          SUPERSEDED SURVEY CONTROL
 JX0632
 JX0632  NGVD 29 (??/??/92)  256.362  (m)          841.08   (f) ADJ UNCH    2 0
 JX0632
 JX0632.Superseded values are not recommended for survey control.
 JX0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0632.See file dsdata.txt to determine how the superseded data were derived.
 JX0632
 JX0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND197730(NAD 83)
 JX0632_MARKER: DD = SURVEY DISK
 JX0632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0632_SP_SET: BUILDING
 JX0632_STAMPING: 840 GRAFTON 1903
 JX0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0632
 JX0632  HISTORY     - Date     Condition        Report By
 JX0632  HISTORY     - 1903     MONUMENTED       USGS
 JX0632  HISTORY     - 1957     GOOD             NGS
 JX0632
 JX0632                          STATION DESCRIPTION
 JX0632
 JX0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0632'1.4 MI E FROM IUKA.
 JX0632'ABOUT 1.4 MILES EAST ALONG ELK CREEK ROAD FROM UNITED BRETHREN
 JX0632'CHURCH AT IUKA, AT CONAWAY, A THE JUNCTION OF A ROAD EAST AND
 JX0632'NORTHEAST ALONG DANIELS CREEK, IN THE SOUTHWEST QUARTER OF ROAD
 JX0632'JUNCTION, 100 FEET SOUTHWEST OF CENTER LINE OF ROAD LEADING
 JX0632'SOUTH, 31 FEET SOUTHEAST OF CENTER LINE OF ELK CREEK ROAD WHICH
 JX0632'LEADS TO IUKA, SET VERTICALLY IN THE NORTHEAST FACE OF THE EAST
 JX0632'CORNER OF STONE CELLAR AT A LARGE TWO-STORY WHITE HOUSE AND 4
 JX0632'FEET ABOVE GROUND.  NOTE-- PROPERTY OWNER SAYS THAT THIS MARK
 JX0632'HAS BEEN RESET SINCE IT WAS ORIGINALLY ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0307 ***********************************************************************
 JW0307  DESIGNATION -  842
 JW0307  PID         -  JW0307
 JW0307  STATE/COUNTY-  WV/HARDY
 JW0307  USGS QUAD   -  MOOREFIELD (1981)
 JW0307
 JW0307                         *CURRENT SURVEY CONTROL
 JW0307  ___________________________________________________________________
 JW0307* NAD 83(1986)-  39 02 06.     (N)    078 59 40.     (W)     SCALED    
 JW0307* NAVD 88     -       256.145  (meters)     840.37   (feet)  ADJUSTED  
 JW0307  ___________________________________________________________________
 JW0307  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JW0307  DYNAMIC HT  -         255.980 (meters)     839.83  (feet)  COMP
 JW0307  MODELED GRAV-     979,976.1   (mgal)                       NAVD 88
 JW0307
 JW0307  VERT ORDER  -  SECOND    CLASS 0
 JW0307
 JW0307.The horizontal coordinates were scaled from a topographic map and have
 JW0307.an estimated accuracy of +/- 6 seconds.
 JW0307
 JW0307.The orthometric height was determined by differential leveling
 JW0307.and adjusted by the National Geodetic Survey in June 1991..
 JW0307
 JW0307.The geoid height was determined by GEOID03.
 JW0307
 JW0307.The dynamic height is computed by dividing the NAVD 88
 JW0307.geopotential number by the normal gravity value computed on the
 JW0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0307.degrees latitude (g = 980.6199 gals.).
 JW0307
 JW0307.The modeled gravity was interpolated from observed gravity values.
 JW0307
 JW0307;                    North         East    Units  Estimated Accuracy
 JW0307;SPC WV N     -    59,520.      643,770.      MT  (+/- 180 meters Scaled)
 JW0307
 JW0307                          SUPERSEDED SURVEY CONTROL
 JW0307
 JW0307  NGVD 29 (??/??/92)  256.298  (m)          840.87   (f) ADJ UNCH    2 0
 JW0307
 JW0307.Superseded values are not recommended for survey control.
 JW0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0307.See file dsdata.txt to determine how the superseded data were derived.
 JW0307
 JW0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD735225(NAD 83)
 JW0307_MARKER: DD = SURVEY DISK
 JW0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0307_SP_SET: HORSE BLOCK
 JW0307_STAMPING: 842 1920
 JW0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0307
 JW0307  HISTORY     - Date     Condition        Report By
 JW0307  HISTORY     - 1920     MONUMENTED       USGS
 JW0307  HISTORY     - 1934     GOOD             NGS
 JW0307
 JW0307                          STATION DESCRIPTION
 JW0307
 JW0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0307'3.2 MI S FROM MOOREFIELD.
 JW0307'3.2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0307'MOOREFIELD, HARDY COUNTY, 170 YARDS EAST OF THE CENTERLINE
 JW0307'OF THE TRACK, 60 YARDS WEST OF THE CENTERLINE OF U.S. HIGHWAY
 JW0307'220, 40 FEET NORTH OF THE WEST END OF THE RESIDENCE OF A.B.
 JW0307'WILSON, AND IN THE TOP OF A CONCRETE HORSE BLOCK, 2.5 FEET
 JW0307'ABOVE THE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 JW0307'STAMPED 842 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0902 ***********************************************************************
 JX0902  DESIGNATION -  85 WSM
 JX0902  PID         -  JX0902
 JX0902  STATE/COUNTY-  WV/PLEASANTS
 JX0902  USGS QUAD   -  SCHULTZ (1975)
 JX0902
 JX0902                         *CURRENT SURVEY CONTROL
 JX0902  ___________________________________________________________________
 JX0902* NAD 83(1986)-  39 19 12.     (N)    081 14 26.     (W)     SCALED    
 JX0902* NAVD 88     -       220.574  (meters)     723.67   (feet)  ADJUSTED  
 JX0902  ___________________________________________________________________
 JX0902  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JX0902  DYNAMIC HT  -         220.439 (meters)     723.22  (feet)  COMP
 JX0902  MODELED GRAV-     980,011.1   (mgal)                       NAVD 88
 JX0902
 JX0902  VERT ORDER  -  SECOND    CLASS 0
 JX0902
 JX0902.The horizontal coordinates were scaled from a topographic map and have
 JX0902.an estimated accuracy of +/- 6 seconds.
 JX0902
 JX0902.The orthometric height was determined by differential leveling
 JX0902.and adjusted by the National Geodetic Survey in June 1991..
 JX0902
 JX0902.The geoid height was determined by GEOID03.
 JX0902
 JX0902.The dynamic height is computed by dividing the NAVD 88
 JX0902.geopotential number by the normal gravity value computed on the
 JX0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0902.degrees latitude (g = 980.6199 gals.).
 JX0902
 JX0902.The modeled gravity was interpolated from observed gravity values.
 JX0902
 JX0902;                    North         East    Units  Estimated Accuracy
 JX0902;SPC WV N     -    92,490.      449,920.      MT  (+/- 180 meters Scaled)
 JX0902
 JX0902                          SUPERSEDED SURVEY CONTROL
 JX0902
 JX0902  NGVD 29 (??/??/92)  220.738  (m)          724.20   (f) ADJ UNCH    2 0
 JX0902
 JX0902.Superseded values are not recommended for survey control.
 JX0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0902.See file dsdata.txt to determine how the superseded data were derived.
 JX0902
 JX0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD792523(NAD 83)
 JX0902_MARKER: DD = SURVEY DISK
 JX0902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0902_SP_SET: BRIDGE
 JX0902_STAMPING: 724 85 WSM 1956
 JX0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0902
 JX0902  HISTORY     - Date     Condition        Report By
 JX0902  HISTORY     - 1956     MONUMENTED       USGS
 JX0902  HISTORY     - 1957     GOOD             NGS
 JX0902  HISTORY     - 1960     GOOD             NGS
 JX0902
 JX0902                          STATION DESCRIPTION
 JX0902
 JX0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0902'AT SCHULTZ.
 JX0902'AT SCHULTZ, AT ROAD JUNCTION AND BRIDGE OVER COW CREEK, IN THE
 JX0902'TOP OF SOUTH END OF WEST CONCRETE ABUTMENT OF A 32-FOOT BRIDGE
 JX0902'OVER COW CREEK, 8 FEET SOUTH OF CENTER LINE OF ROAD WEST, 60
 JX0902'FEET WEST OF CENTER OF JUNCTION OF A ROAD NORTH, 1/2 FOOT
 JX0902'NORTHWEST OF SOUTHEAST CORNER OF ABUTMENT AND 1 1/2 FEET
 JX0902'BELOW LEVEL OF ROAD.
 JX0902
 JX0902                          STATION RECOVERY (1960)
 JX0902
 JX0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JX0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2302 ***********************************************************************
 HX2302  DESIGNATION -  85+00
 HX2302  PID         -  HX2302
 HX2302  STATE/COUNTY-  WV/MASON
 HX2302  USGS QUAD   -  ROBERTSBURG (1987)
 HX2302
 HX2302                         *CURRENT SURVEY CONTROL
 HX2302  ___________________________________________________________________
 HX2302* NAD 83(1986)-  38 41 24.     (N)    081 57 03.     (W)     SCALED    
 HX2302* NAVD 88     -       173.516  (meters)     569.28   (feet)  ADJUSTED  
 HX2302  ___________________________________________________________________
 HX2302  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HX2302  DYNAMIC HT  -         173.402 (meters)     568.90  (feet)  COMP
 HX2302  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 HX2302
 HX2302  VERT ORDER  -  FIRST     CLASS II
 HX2302
 HX2302.The horizontal coordinates were scaled from a topographic map and have
 HX2302.an estimated accuracy of +/- 6 seconds.
 HX2302
 HX2302.The orthometric height was determined by differential leveling
 HX2302.and adjusted by the National Geodetic Survey in June 1991..
 HX2302
 HX2302.The geoid height was determined by GEOID03.
 HX2302
 HX2302.The dynamic height is computed by dividing the NAVD 88
 HX2302.geopotential number by the normal gravity value computed on the
 HX2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2302.degrees latitude (g = 980.6199 gals.).
 HX2302
 HX2302.The modeled gravity was interpolated from observed gravity values.
 HX2302
 HX2302;                    North         East    Units  Estimated Accuracy
 HX2302;SPC WV S     -   188,000.      517,280.      MT  (+/- 180 meters Scaled)
 HX2302
 HX2302                          SUPERSEDED SURVEY CONTROL
 HX2302
 HX2302  NGVD 29 (??/??/92)  173.719  (m)          569.94   (f) ADJ UNCH    1 2
 HX2302
 HX2302.Superseded values are not recommended for survey control.
 HX2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2302.See file dsdata.txt to determine how the superseded data were derived.
 HX2302
 HX2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC173828(NAD 83)
 HX2302_MARKER: Z = SEE DESCRIPTION
 HX2302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2302_SP_SET: VERTICAL RAIL
 HX2302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2302
 HX2302  HISTORY     - Date     Condition        Report By
 HX2302  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2302  HISTORY     - 1935     GOOD             NGS
 HX2302
 HX2302                          STATION DESCRIPTION
 HX2302
 HX2302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2302'1.7 MI S FROM ARBUCKLE.
 HX2302'1.7 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM ARBUCKLE,
 HX2302'AT MILEPOST COR 85, AND WEST OF THE TRACK.  THE TOP OF A VERTICAL
 HX2302'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0286 ***********************************************************************
 JX0286  DESIGNATION -  852 USGS
 JX0286  PID         -  JX0286
 JX0286  STATE/COUNTY-  WV/RITCHIE
 JX0286  USGS QUAD   -  PENNSBORO (1987)
 JX0286
 JX0286                         *CURRENT SURVEY CONTROL
 JX0286  ___________________________________________________________________
 JX0286* NAD 83(1986)-  39 17 03.     (N)    080 58 08.     (W)     SCALED    
 JX0286* NAVD 88     -       259.675  (meters)     851.95   (feet)  ADJUSTED  
 JX0286  ___________________________________________________________________
 JX0286  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JX0286  DYNAMIC HT  -         259.512 (meters)     851.42  (feet)  COMP
 JX0286  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 JX0286
 JX0286  VERT ORDER  -  FIRST     CLASS II
 JX0286
 JX0286.The horizontal coordinates were scaled from a topographic map and have
 JX0286.an estimated accuracy of +/- 6 seconds.
 JX0286
 JX0286.The orthometric height was determined by differential leveling
 JX0286.and adjusted by the National Geodetic Survey in June 1991..
 JX0286.WARNING-Repeat measurements at this control monument indicate possible
 JX0286.vertical movement.
 JX0286
 JX0286.The geoid height was determined by GEOID03.
 JX0286
 JX0286.The dynamic height is computed by dividing the NAVD 88
 JX0286.geopotential number by the normal gravity value computed on the
 JX0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0286.degrees latitude (g = 980.6199 gals.).
 JX0286
 JX0286.The modeled gravity was interpolated from observed gravity values.
 JX0286
 JX0286;                    North         East    Units  Estimated Accuracy
 JX0286;SPC WV N     -    88,090.      473,280.      MT  (+/- 180 meters Scaled)
 JX0286
 JX0286                          SUPERSEDED SURVEY CONTROL
 JX0286
 JX0286  NGVD 29 (??/??/92)  259.852  (m)          852.53   (f) ADJ UNCH    1 2
 JX0286
 JX0286.Superseded values are not recommended for survey control.
 JX0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0286.See file dsdata.txt to determine how the superseded data were derived.
 JX0286
 JX0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND026483(NAD 83)
 JX0286_MARKER: DD = SURVEY DISK
 JX0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0286_SP_SET: BUILDING
 JX0286_STAMPING: 852 GRAFTON
 JX0286_MARK LOGO: USGS  
 JX0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0286
 JX0286  HISTORY     - Date     Condition        Report By
 JX0286  HISTORY     - UNK      MONUMENTED       USGS
 JX0286  HISTORY     - 1957     GOOD             NGS
 JX0286  HISTORY     - 1983     GOOD             NGS
 JX0286
 JX0286                          STATION DESCRIPTION
 JX0286
 JX0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0286'AT PENNSBORO.
 JX0286'AT PENNSBORO, SET VERTICALLY IN THE NORTHWEST FACE OF FARMERS
 JX0286'AND MERCHANTS BANK BUILDING, 66 FEET SOUTHWEST OF SOUTHWEST
 JX0286'CURB OF KIMBALL STREET, 9 FEET SOUTHEAST OF SOUTHEAST CURB OF
 JX0286'MAIN STREET, 3 FEET NORTHEAST OF WEST CORNER OF BUILDING AND
 JX0286'2.3 FEET ABOVE LEVEL OF WALK.
 JX0286
 JX0286                          STATION RECOVERY (1983)
 JX0286
 JX0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0253 ***********************************************************************
 JX0253  DESIGNATION -  853
 JX0253  PID         -  JX0253
 JX0253  STATE/COUNTY-  WV/DODDRIDGE
 JX0253  USGS QUAD   -  SMITHBURG (1976)
 JX0253
 JX0253                         *CURRENT SURVEY CONTROL
 JX0253  ___________________________________________________________________
 JX0253* NAD 83(1986)-  39 16 15.     (N)    080 39 22.     (W)     SCALED    
 JX0253* NAVD 88     -       259.890  (meters)     852.66   (feet)  POSTED    
 JX0253  ___________________________________________________________________
 JX0253  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JX0253  DYNAMIC HT  -         259.730 (meters)     852.13  (feet)  COMP
 JX0253  MODELED GRAV-     980,009.5   (mgal)                       NAVD 88
 JX0253
 JX0253  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0253
 JX0253.The horizontal coordinates were scaled from a topographic map and have
 JX0253.an estimated accuracy of +/- 6 seconds.
 JX0253
 JX0253.The orthometric height was determined by differential leveling
 JX0253.and adjusted by the National Geodetic Survey in 1992..
 JX0253.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0253.rate of 0.0 thru 1.0 mm/km.
 JX0253
 JX0253.The geoid height was determined by GEOID03.
 JX0253
 JX0253.The dynamic height is computed by dividing the NAVD 88
 JX0253.geopotential number by the normal gravity value computed on the
 JX0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0253.degrees latitude (g = 980.6199 gals.).
 JX0253
 JX0253.The modeled gravity was interpolated from observed gravity values.
 JX0253
 JX0253;                    North         East    Units  Estimated Accuracy
 JX0253;SPC WV N     -    86,220.      500,240.      MT  (+/- 180 meters Scaled)
 JX0253
 JX0253                          SUPERSEDED SURVEY CONTROL
 JX0253
 JX0253  NGVD 29 (??/??/92)  260.039  (m)          853.14   (f) ADJ UNCH    1 2
 JX0253
 JX0253.Superseded values are not recommended for survey control.
 JX0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0253.See file dsdata.txt to determine how the superseded data were derived.
 JX0253
 JX0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND296468(NAD 83)
 JX0253_MARKER: DD = SURVEY DISK
 JX0253_SETTING: 66 = SET IN ROCK OUTCROP
 JX0253_SP_SET: OUTCROP
 JX0253_STAMPING: 852.85 GRAFTON W VA
 JX0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0253+STABILITY: POSITION/ELEVATION WELL
 JX0253
 JX0253  HISTORY     - Date     Condition        Report By
 JX0253  HISTORY     - UNK      MONUMENTED       USGS
 JX0253  HISTORY     - 1943     GOOD             NGS
 JX0253
 JX0253                          STATION DESCRIPTION
 JX0253
 JX0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0253'AT LONG RUN.
 JX0253'AT LONG RUN, DODDRIDGE COUNTY, 675 FEET WEST OF THE BALTIMORE AND
 JX0253'OHIO RAILROAD STATION, 45 FEET WEST OF POLE 321+20, 13.5 FEET
 JX0253'NORTH OF THE CENTERLINE OF THE MAIN TRACK, IN THE FACE OF A ROCK
 JX0253'OUTCROP, AND 1 FOOT HIGHER THAN THE MAIN TRACK.  A UNITED STATES
 JX0253'GEOLOGICAL SURVEY STANDARD DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0297 ***********************************************************************
 JX0297  DESIGNATION -  854
 JX0297  PID         -  JX0297
 JX0297  STATE/COUNTY-  WV/RITCHIE
 JX0297  USGS QUAD   -  PENNSBORO (1987)
 JX0297
 JX0297                         *CURRENT SURVEY CONTROL
 JX0297  ___________________________________________________________________
 JX0297* NAD 83(1986)-  39 21 22.     (N)    080 54 39.     (W)     SCALED    
 JX0297* NAVD 88     -       260.272  (meters)     853.91   (feet)  ADJUSTED  
 JX0297  ___________________________________________________________________
 JX0297  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JX0297  DYNAMIC HT  -         260.110 (meters)     853.38  (feet)  COMP
 JX0297  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 JX0297
 JX0297  VERT ORDER  -  SECOND    CLASS 0
 JX0297
 JX0297.The horizontal coordinates were scaled from a topographic map and have
 JX0297.an estimated accuracy of +/- 6 seconds.
 JX0297
 JX0297.The orthometric height was determined by differential leveling
 JX0297.and adjusted by the National Geodetic Survey in June 1991..
 JX0297
 JX0297.The geoid height was determined by GEOID03.
 JX0297
 JX0297.The dynamic height is computed by dividing the NAVD 88
 JX0297.geopotential number by the normal gravity value computed on the
 JX0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0297.degrees latitude (g = 980.6199 gals.).
 JX0297
 JX0297.The modeled gravity was interpolated from observed gravity values.
 JX0297
 JX0297;                    North         East    Units  Estimated Accuracy
 JX0297;SPC WV N     -    96,000.      478,410.      MT  (+/- 180 meters Scaled)
 JX0297
 JX0297                          SUPERSEDED SURVEY CONTROL
 JX0297
 JX0297  NGVD 29 (??/??/92)  260.442  (m)          854.47   (f) ADJ UNCH    2 0
 JX0297
 JX0297.Superseded values are not recommended for survey control.
 JX0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0297.See file dsdata.txt to determine how the superseded data were derived.
 JX0297
 JX0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND076563(NAD 83)
 JX0297_MARKER: DD = SURVEY DISK
 JX0297_SETTING: 66 = SET IN ROCK OUTCROP
 JX0297_SP_SET: LEDGE
 JX0297_STAMPING: S54 GRAFTON
 JX0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0297+STABILITY: POSITION/ELEVATION WELL
 JX0297
 JX0297  HISTORY     - Date     Condition        Report By
 JX0297  HISTORY     - UNK      MONUMENTED       USGS
 JX0297  HISTORY     - 1957     GOOD             NGS
 JX0297
 JX0297                          STATION DESCRIPTION
 JX0297
 JX0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0297'AT MOUNTAIN.
 JX0297'AT MOUNTAIN, (FORMERLY MOLE HILL), ALONG STATE HIGHWAY 74, SET
 JX0297'VERTICALLY IN FACE OF A ROCK LEDGE ABOUT 5 BY 20 FEET, 45 FEET
 JX0297'EAST OF CENTER LINE OF HIGHWAY, 34 1/2 FEET EAST OF SOUTHEAST
 JX0297'CORNER OF HIGHWAY BRIDGE OVER BRUSH RUN, 21 FEET SOUTH OF CENTER
 JX0297'LINE OF ROAD EAST ALONG BRUSH RUN, 197 FEET WEST OF NORTHWEST
 JX0297'CORNER OF MOLE HILL UNION CHAPEL, 1 FOOT BELOW TOP OF LEDGE AND
 JX0297'ABOUT 4 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0278 ***********************************************************************
 JX0278  DESIGNATION -  854
 JX0278  PID         -  JX0278
 JX0278  STATE/COUNTY-  WV/DODDRIDGE
 JX0278  USGS QUAD   -  PENNSBORO (1987)
 JX0278
 JX0278                         *CURRENT SURVEY CONTROL
 JX0278  ___________________________________________________________________
 JX0278* NAD 83(1986)-  39 16 30.     (N)    080 53 54.     (W)     SCALED    
 JX0278* NAVD 88     -       260.248  (meters)     853.83   (feet)  ADJUSTED  
 JX0278  ___________________________________________________________________
 JX0278  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JX0278  DYNAMIC HT  -         260.086 (meters)     853.30  (feet)  COMP
 JX0278  MODELED GRAV-     979,997.6   (mgal)                       NAVD 88
 JX0278
 JX0278  VERT ORDER  -  FIRST     CLASS II
 JX0278
 JX0278.The horizontal coordinates were scaled from a topographic map and have
 JX0278.an estimated accuracy of +/- 6 seconds.
 JX0278
 JX0278.The orthometric height was determined by differential leveling
 JX0278.and adjusted by the National Geodetic Survey in June 1991..
 JX0278
 JX0278.The geoid height was determined by GEOID03.
 JX0278
 JX0278.The dynamic height is computed by dividing the NAVD 88
 JX0278.geopotential number by the normal gravity value computed on the
 JX0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0278.degrees latitude (g = 980.6199 gals.).
 JX0278
 JX0278.The modeled gravity was interpolated from observed gravity values.
 JX0278
 JX0278;                    North         East    Units  Estimated Accuracy
 JX0278;SPC WV N     -    86,980.      479,350.      MT  (+/- 180 meters Scaled)
 JX0278
 JX0278                          SUPERSEDED SURVEY CONTROL
 JX0278
 JX0278  NGVD 29 (??/??/92)  260.421  (m)          854.40   (f) ADJ UNCH    1 2
 JX0278
 JX0278.Superseded values are not recommended for survey control.
 JX0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0278.See file dsdata.txt to determine how the superseded data were derived.
 JX0278
 JX0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND087472(NAD 83)
 JX0278_MARKER: DD = SURVEY DISK
 JX0278_SETTING: 66 = SET IN ROCK OUTCROP
 JX0278_SP_SET: CUT
 JX0278_STAMPING: 854 GRAFTON
 JX0278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0278+STABILITY: POSITION/ELEVATION WELL
 JX0278
 JX0278  HISTORY     - Date     Condition        Report By
 JX0278  HISTORY     - UNK      MONUMENTED       USGS
 JX0278  HISTORY     - 1943     GOOD             NGS
 JX0278
 JX0278                          STATION DESCRIPTION
 JX0278
 JX0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0278'4.5 MI E FROM PENNSBORO.
 JX0278'IN DODDRIDGE COUNTY, 4.5 MILES EAST ALONG THE BALTIMORE AND
 JX0278'OHIO RAILROAD FROM THE STATION AT PENNSBORO, RITCHIE COUNTY,
 JX0278'0.4 MILE WEST OF GREENWOOD, 250 FEET WEST OF A DIRT-ROAD CROSSING,
 JX0278'10 FEET EAST OF THE THIRD POLE WEST OF POLE 337+10, IN THE FACE OF
 JX0278'A ROCK CUT, 13.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 JX0278'2 FEET HIGHER THAN THE TRACK.  A UNITED STATES GEOLOGICAL
 JX0278'SURVEY STANDARD DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0079 ***********************************************************************
 JX0079  DESIGNATION -  859 USGS
 JX0079  PID         -  JX0079
 JX0079  STATE/COUNTY-  WV/MONONGALIA
 JX0079  USGS QUAD   -  RIVESVILLE (1976)
 JX0079
 JX0079                         *CURRENT SURVEY CONTROL
 JX0079  ___________________________________________________________________
 JX0079* NAD 83(1986)-  39 33 27.     (N)    080 01 14.     (W)     SCALED    
 JX0079* NAVD 88     -       261.616  (meters)     858.32   (feet)  POSTED    
 JX0079  ___________________________________________________________________
 JX0079  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JX0079  DYNAMIC HT  -         261.460 (meters)     857.81  (feet)  COMP
 JX0079  MODELED GRAV-     980,009.4   (mgal)                       NAVD 88
 JX0079
 JX0079  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JX0079
 JX0079.The horizontal coordinates were scaled from a topographic map and have
 JX0079.an estimated accuracy of +/- 6 seconds.
 JX0079
 JX0079.The orthometric height was determined by differential leveling
 JX0079.and adjusted by the National Geodetic Survey in 1992..
 JX0079.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JX0079.rate of 1.1 thru 2.0 mm/km.
 JX0079
 JX0079.The geoid height was determined by GEOID03.
 JX0079
 JX0079.The dynamic height is computed by dividing the NAVD 88
 JX0079.geopotential number by the normal gravity value computed on the
 JX0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0079.degrees latitude (g = 980.6199 gals.).
 JX0079
 JX0079.The modeled gravity was interpolated from observed gravity values.
 JX0079
 JX0079;                    North         East    Units  Estimated Accuracy
 JX0079;SPC WV N     -   117,530.      555,270.      MT  (+/- 180 meters Scaled)
 JX0079
 JX0079                          SUPERSEDED SURVEY CONTROL
 JX0079
 JX0079  NGVD 29 (??/??/92)  261.748  (m)          858.75   (f) ADJ UNCH    1 2
 JX0079
 JX0079.Superseded values are not recommended for survey control.
 JX0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0079.See file dsdata.txt to determine how the superseded data were derived.
 JX0079
 JX0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND841791(NAD 83)
 JX0079_MARKER: DD = SURVEY DISK
 JX0079_SETTING: 66 = SET IN ROCK OUTCROP
 JX0079_SP_SET: BLUFF
 JX0079_STAMPING: 859 PITTSBURG 1899
 JX0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0079+STABILITY: POSITION/ELEVATION WELL
 JX0079
 JX0079  HISTORY     - Date     Condition        Report By
 JX0079  HISTORY     - 1899     MONUMENTED       USGS
 JX0079  HISTORY     - 1935     GOOD             NGS
 JX0079  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0079
 JX0079                          STATION DESCRIPTION
 JX0079
 JX0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0079'1.3 MI N FROM LITTLE FALLS.
 JX0079'1-1/3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0079'LITTLE FALLS, MONONGALIA COUNTY, 0.5 MILE NORTH OF BRIDGE 366,
 JX0079'IN THE FACE OF A ROCK BLUFF, 9-1/2 FEET WEST OF THE WEST RAIL,
 JX0079'AND 4 FEET HIGHER THAN THE TRACK.  A UNITED STATES GEOLOGICAL
 JX0079'SURVEY STANDARD DISK, STAMPED 859 PITTSBURG 1899.
 JX0079
 JX0079                          STATION RECOVERY (1983)
 JX0079
 JX0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0079'NOT RECOVERED, THE MARK IS INACCESSIBLE TO THE NEW LEVEL LINE, NOT
 JX0079'SEARCHED FOR IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1510 ***********************************************************************
 HX1510  DESIGNATION -  866.01
 HX1510  PID         -  HX1510
 HX1510  STATE/COUNTY-  WV/BRAXTON
 HX1510  USGS QUAD   -  SUTTON (1976)
 HX1510
 HX1510                         *CURRENT SURVEY CONTROL
 HX1510  ___________________________________________________________________
 HX1510* NAD 83(1986)-  38 40 30.     (N)    080 42 55.     (W)     SCALED    
 HX1510* NAVD 88     -       263.782  (meters)     865.42   (feet)  ADJUSTED  
 HX1510  ___________________________________________________________________
 HX1510  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HX1510  DYNAMIC HT  -         263.606 (meters)     864.85  (feet)  COMP
 HX1510  MODELED GRAV-     979,952.0   (mgal)                       NAVD 88
 HX1510
 HX1510  VERT ORDER  -  SECOND    CLASS 0
 HX1510
 HX1510.The horizontal coordinates were scaled from a topographic map and have
 HX1510.an estimated accuracy of +/- 6 seconds.
 HX1510
 HX1510.The orthometric height was determined by differential leveling
 HX1510.and adjusted by the National Geodetic Survey in June 1991..
 HX1510
 HX1510.The geoid height was determined by GEOID03.
 HX1510
 HX1510.The dynamic height is computed by dividing the NAVD 88
 HX1510.geopotential number by the normal gravity value computed on the
 HX1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1510.degrees latitude (g = 980.6199 gals.).
 HX1510
 HX1510.The modeled gravity was interpolated from observed gravity values.
 HX1510
 HX1510;                    North         East    Units  Estimated Accuracy
 HX1510;SPC WV S     -   185,950.      624,780.      MT  (+/- 180 meters Scaled)
 HX1510
 HX1510                          SUPERSEDED SURVEY CONTROL
 HX1510
 HX1510  NGVD 29 (??/??/92)  263.968  (m)          866.03   (f) ADJ UNCH    2 0
 HX1510
 HX1510.Superseded values are not recommended for survey control.
 HX1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1510.See file dsdata.txt to determine how the superseded data were derived.
 HX1510
 HX1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC247807(NAD 83)
 HX1510_MARKER: Q = CHISELED SQUARE
 HX1510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1510_SP_SET: CULVERT
 HX1510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1510
 HX1510  HISTORY     - Date     Condition        Report By
 HX1510  HISTORY     - UNK      MONUMENTED       WVHD
 HX1510  HISTORY     - 1934     GOOD             NGS
 HX1510
 HX1510                          STATION DESCRIPTION
 HX1510
 HX1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1510'0.5 MI N FROM SUTTON.
 HX1510'0.5 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE ROAD FORK AT SUTTON,
 HX1510'BRAXTON COUNTY, 280 FEET SOUTH OF A SHARP CURVE, AT A CONCRETE
 HX1510'CULVERT, IN THE TOP OF THE SOUTHEAST CORNER OF THE EAST HEADWALL,
 HX1510'5 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 HX1510'THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2300 ***********************************************************************
 HX2300  DESIGNATION -  87+00
 HX2300  PID         -  HX2300
 HX2300  STATE/COUNTY-  WV/MASON
 HX2300  USGS QUAD   -  ROBERTSBURG (1987)
 HX2300
 HX2300                         *CURRENT SURVEY CONTROL
 HX2300  ___________________________________________________________________
 HX2300* NAD 83(1986)-  38 39 42.     (N)    081 57 06.     (W)     SCALED    
 HX2300* NAVD 88     -       173.112  (meters)     567.95   (feet)  ADJUSTED  
 HX2300  ___________________________________________________________________
 HX2300  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HX2300  DYNAMIC HT  -         172.998 (meters)     567.58  (feet)  COMP
 HX2300  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 HX2300
 HX2300  VERT ORDER  -  SECOND    CLASS 0
 HX2300
 HX2300.The horizontal coordinates were scaled from a topographic map and have
 HX2300.an estimated accuracy of +/- 6 seconds.
 HX2300
 HX2300.The orthometric height was determined by differential leveling
 HX2300.and adjusted by the National Geodetic Survey in June 1991..
 HX2300
 HX2300.The geoid height was determined by GEOID03.
 HX2300
 HX2300.The dynamic height is computed by dividing the NAVD 88
 HX2300.geopotential number by the normal gravity value computed on the
 HX2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2300.degrees latitude (g = 980.6199 gals.).
 HX2300
 HX2300.The modeled gravity was interpolated from observed gravity values.
 HX2300
 HX2300;                    North         East    Units  Estimated Accuracy
 HX2300;SPC WV S     -   184,860.      517,170.      MT  (+/- 180 meters Scaled)
 HX2300
 HX2300                          SUPERSEDED SURVEY CONTROL
 HX2300
 HX2300  NGVD 29 (??/??/92)  173.315  (m)          568.62   (f) ADJ UNCH    2 0
 HX2300
 HX2300.Superseded values are not recommended for survey control.
 HX2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2300.See file dsdata.txt to determine how the superseded data were derived.
 HX2300
 HX2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC172796(NAD 83)
 HX2300_MARKER: Z = SEE DESCRIPTION
 HX2300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2300_SP_SET: VERTICAL RAIL
 HX2300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2300
 HX2300  HISTORY     - Date     Condition        Report By
 HX2300  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2300  HISTORY     - 1956     GOOD             NGS
 HX2300
 HX2300                          STATION DESCRIPTION
 HX2300
 HX2300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2300'0.4 MI N FROM ROBERTSBURG.
 HX2300'ABOUT 0.45 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX2300'BRIDGE OVER EIGHTEENMILE CREEK AT ROBERTSBURG, ABOUT 0.1 MILE
 HX2300'SOUTH OF A PRIVATE FARM ROAD CROSSING, 17 FEET WEST OF WEST RAIL
 HX2300'OF MAIN TRACK, 1 FOOT EAST OF MILE POST COR 87, ABOUT 4 1/2
 HX2300'FEET BELOW LEVEL OF TRACK AND IS THE TOP OF A VERTICAL RAIL
 HX2300'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2383 ***********************************************************************
 HX2383  DESIGNATION -  872
 HX2383  PID         -  HX2383
 HX2383  STATE/COUNTY-  WV/JACKSON
 HX2383  USGS QUAD   -  KENNA (1975)
 HX2383
 HX2383                         *CURRENT SURVEY CONTROL
 HX2383  ___________________________________________________________________
 HX2383* NAD 83(1986)-  38 39 53.     (N)    081 39 46.     (W)     SCALED    
 HX2383* NAVD 88     -       265.563  (meters)     871.27   (feet)  ADJUSTED  
 HX2383  ___________________________________________________________________
 HX2383  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HX2383  DYNAMIC HT  -         265.385 (meters)     870.68  (feet)  COMP
 HX2383  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 HX2383
 HX2383  VERT ORDER  -  SECOND    CLASS 0
 HX2383
 HX2383.The horizontal coordinates were scaled from a topographic map and have
 HX2383.an estimated accuracy of +/- 6 seconds.
 HX2383
 HX2383.The orthometric height was determined by differential leveling
 HX2383.and adjusted by the National Geodetic Survey in June 1991..
 HX2383
 HX2383.The geoid height was determined by GEOID03.
 HX2383
 HX2383.The dynamic height is computed by dividing the NAVD 88
 HX2383.geopotential number by the normal gravity value computed on the
 HX2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2383.degrees latitude (g = 980.6199 gals.).
 HX2383
 HX2383.The modeled gravity was interpolated from observed gravity values.
 HX2383
 HX2383;                    North         East    Units  Estimated Accuracy
 HX2383;SPC WV S     -   184,980.      542,320.      MT  (+/- 180 meters Scaled)
 HX2383
 HX2383                          SUPERSEDED SURVEY CONTROL
 HX2383
 HX2383  NGVD 29 (??/??/92)  265.744  (m)          871.86   (f) ADJ UNCH    2 0
 HX2383
 HX2383.Superseded values are not recommended for survey control.
 HX2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2383.See file dsdata.txt to determine how the superseded data were derived.
 HX2383
 HX2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC423797(NAD 83)
 HX2383_MARKER: DD = SURVEY DISK
 HX2383_SETTING: 66 = SET IN ROCK OUTCROP
 HX2383_SP_SET: ROCK LEDGE
 HX2383_STAMPING: 872
 HX2383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2383+STABILITY: POSITION/ELEVATION WELL
 HX2383
 HX2383  HISTORY     - Date     Condition        Report By
 HX2383  HISTORY     - UNK      MONUMENTED       USGS
 HX2383  HISTORY     - 1956     GOOD             NGS
 HX2383
 HX2383                          STATION DESCRIPTION
 HX2383
 HX2383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2383'0.8 MI S FROM KENNA.
 HX2383'ABOUT 0.8 MILE SOUTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION OF
 HX2383'ROAD EAST TO KENTUCK AT KENNA TO A POINT 0.3 MILE SOUTH OF DRIVE
 HX2383'WEST TO KENNA SCHOOL, THENCE 76 YARDS SOUTHEAST ALONG A NARROW
 HX2383'DIRT ROAD, 15 1/2 FEET NORTHEAST OF CENTER LINE OF DIRT ROAD,
 HX2383'37 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF A WHITE FRAME
 HX2383'HOUSE, SET IN THE TOP AND 1 FOOT NORTHEAST OF SOUTHWEST EDGE OF A
 HX2383'1 1/2-FOOT HIGH 3 1/2-FOOT WIDE ROCK LEDGE PROJECTING OUT OF
 HX2383'STEEP BANK BETWEEN HOUSE AND ROAD, AND ABOUT 7 FEET ABOVE LEVEL
 HX2383'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1012 ***********************************************************************
 JX1012  DESIGNATION -  873
 JX1012  PID         -  JX1012
 JX1012  STATE/COUNTY-  WV/RITCHIE
 JX1012  USGS QUAD   -  HARRISVILLE (1975)
 JX1012
 JX1012                         *CURRENT SURVEY CONTROL
 JX1012  ___________________________________________________________________
 JX1012* NAD 83(1986)-  39 12 36.     (N)    081 03 05.     (W)     SCALED    
 JX1012* NAVD 88     -       265.966  (meters)     872.59   (feet)  ADJUSTED  
 JX1012  ___________________________________________________________________
 JX1012  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX1012  DYNAMIC HT  -         265.800 (meters)     872.05  (feet)  COMP
 JX1012  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JX1012
 JX1012  VERT ORDER  -  SECOND    CLASS 0
 JX1012
 JX1012.The horizontal coordinates were scaled from a topographic map and have
 JX1012.an estimated accuracy of +/- 6 seconds.
 JX1012
 JX1012.The orthometric height was determined by differential leveling
 JX1012.and adjusted by the National Geodetic Survey in June 1991..
 JX1012
 JX1012.The geoid height was determined by GEOID03.
 JX1012
 JX1012.The dynamic height is computed by dividing the NAVD 88
 JX1012.geopotential number by the normal gravity value computed on the
 JX1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1012.degrees latitude (g = 980.6199 gals.).
 JX1012
 JX1012.The modeled gravity was interpolated from observed gravity values.
 JX1012
 JX1012;                    North         East    Units  Estimated Accuracy
 JX1012;SPC WV N     -    79,980.      466,020.      MT  (+/- 180 meters Scaled)
 JX1012
 JX1012                          SUPERSEDED SURVEY CONTROL
 JX1012
 JX1012  NGVD 29 (??/??/92)  266.137  (m)          873.15   (f) ADJ UNCH    2 0
 JX1012
 JX1012.Superseded values are not recommended for survey control.
 JX1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1012.See file dsdata.txt to determine how the superseded data were derived.
 JX1012
 JX1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD955400(NAD 83)
 JX1012_MARKER: DD = SURVEY DISK
 JX1012_SETTING: 0 = UNSPECIFIED SETTING
 JX1012_STAMPING: 873 FEET
 JX1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1012
 JX1012  HISTORY     - Date     Condition        Report By
 JX1012  HISTORY     - UNK      MONUMENTED       CGS
 JX1012  HISTORY     - 1935     GOOD             NGS
 JX1012
 JX1012                          STATION DESCRIPTION
 JX1012
 JX1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX1012'AT HARRISVILLE.
 JX1012'AT HARRISVILLE, RITCHIE COUNTY, SOUH OF THE MAIN ENTRANCE OF
 JX1012'THE COUNTY COURTHOUSE, AND IN THE TOP OF THE CENTER OF THE
 JX1012'BALUSTRADE BETWEEN THE LIGHT POST AND MAIN PILLAR.  A UNITED
 JX1012'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 873 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2718 ***********************************************************************
 HX2718  DESIGNATION -  873
 HX2718  PID         -  HX2718
 HX2718  STATE/COUNTY-  WV/JACKSON
 HX2718  USGS QUAD   -  LIVERPOOL (1975)
 HX2718
 HX2718                         *CURRENT SURVEY CONTROL
 HX2718  ___________________________________________________________________
 HX2718* NAD 83(1986)-  38 53 57.     (N)    081 30 10.     (W)     SCALED    
 HX2718* NAVD 88     -       265.687  (meters)     871.67   (feet)  ADJUSTED  
 HX2718  ___________________________________________________________________
 HX2718  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HX2718  DYNAMIC HT  -         265.515 (meters)     871.11  (feet)  COMP
 HX2718  MODELED GRAV-     979,975.1   (mgal)                       NAVD 88
 HX2718
 HX2718  VERT ORDER  -  SECOND    CLASS 0
 HX2718
 HX2718.The horizontal coordinates were scaled from a topographic map and have
 HX2718.an estimated accuracy of +/- 6 seconds.
 HX2718
 HX2718.The orthometric height was determined by differential leveling
 HX2718.and adjusted by the National Geodetic Survey in June 1991..
 HX2718
 HX2718.The geoid height was determined by GEOID03.
 HX2718
 HX2718.The dynamic height is computed by dividing the NAVD 88
 HX2718.geopotential number by the normal gravity value computed on the
 HX2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2718.degrees latitude (g = 980.6199 gals.).
 HX2718
 HX2718.The modeled gravity was interpolated from observed gravity values.
 HX2718
 HX2718;                    North         East    Units  Estimated Accuracy
 HX2718;SPC WV S     -   210,910.      556,380.      MT  (+/- 180 meters Scaled)
 HX2718
 HX2718                          SUPERSEDED SURVEY CONTROL
 HX2718
 HX2718  NGVD 29 (??/??/92)  265.85   (m)          872.2    (f) COMPUTED    2 0
 HX2718
 HX2718.Superseded values are not recommended for survey control.
 HX2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2718.See file dsdata.txt to determine how the superseded data were derived.
 HX2718
 HX2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD564057(NAD 83)
 HX2718_MARKER: DD = SURVEY DISK
 HX2718_SETTING: 66 = SET IN ROCK OUTCROP
 HX2718_SP_SET: ROCK LEDGE
 HX2718_STAMPING: 873 1903
 HX2718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2718+STABILITY: POSITION/ELEVATION WELL
 HX2718
 HX2718  HISTORY     - Date     Condition        Report By
 HX2718  HISTORY     - 1903     MONUMENTED       USGS
 HX2718  HISTORY     - 1956     MARK NOT FOUND   NGS
 HX2718
 HX2718                          STATION DESCRIPTION
 HX2718
 HX2718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2718'1.6 MI E FROM LIVERPOOL.
 HX2718'1.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX2718'STATION AT LIVERPOOL, JACKSON COUNTY, AT THE WEST SIDE OF A
 HX2718'GULLY, 204 FEET SOUTHWEST OF A FARMHOUSE AT THE TOP OF A HILL, 125
 HX2718'FEET NORTHEAST OF THE WEST END OF THE POINT OF A SWITCH TO SANDY
 HX2718'SUMMIT, 105 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 HX2718'AND IN THE FACE OF A ROCK LEDGE.  A UNITED STATES GEOLOGICAL
 HX2718'SURVEY STANDARD DISK, STAMPED 873 1903 AND SET VERTICALLY.
 HX2718'NOTE-- THE MARK MAY BE COVERED OR MOVED BY LANDSLIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2298 ***********************************************************************
 HX2298  DESIGNATION -  88+00
 HX2298  PID         -  HX2298
 HX2298  STATE/COUNTY-  WV/PUTNAM
 HX2298  USGS QUAD   -  ROBERTSBURG (1987)
 HX2298
 HX2298                         *CURRENT SURVEY CONTROL
 HX2298  ___________________________________________________________________
 HX2298* NAD 83(1986)-  38 38 55.     (N)    081 57 24.     (W)     SCALED    
 HX2298* NAVD 88     -       172.332  (meters)     565.39   (feet)  ADJUSTED  
 HX2298  ___________________________________________________________________
 HX2298  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HX2298  DYNAMIC HT  -         172.218 (meters)     565.02  (feet)  COMP
 HX2298  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 HX2298
 HX2298  VERT ORDER  -  FIRST     CLASS II
 HX2298
 HX2298.The horizontal coordinates were scaled from a topographic map and have
 HX2298.an estimated accuracy of +/- 6 seconds.
 HX2298
 HX2298.The orthometric height was determined by differential leveling
 HX2298.and adjusted by the National Geodetic Survey in June 1991..
 HX2298
 HX2298.The geoid height was determined by GEOID03.
 HX2298
 HX2298.The dynamic height is computed by dividing the NAVD 88
 HX2298.geopotential number by the normal gravity value computed on the
 HX2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2298.degrees latitude (g = 980.6199 gals.).
 HX2298
 HX2298.The modeled gravity was interpolated from observed gravity values.
 HX2298
 HX2298;                    North         East    Units  Estimated Accuracy
 HX2298;SPC WV S     -   183,410.      516,720.      MT  (+/- 180 meters Scaled)
 HX2298
 HX2298                          SUPERSEDED SURVEY CONTROL
 HX2298
 HX2298  NGVD 29 (??/??/92)  172.536  (m)          566.06   (f) ADJ UNCH    1 2
 HX2298
 HX2298.Superseded values are not recommended for survey control.
 HX2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2298.See file dsdata.txt to determine how the superseded data were derived.
 HX2298
 HX2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC167782(NAD 83)
 HX2298_MARKER: Z = SEE DESCRIPTION
 HX2298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2298_SP_SET: VERTICAL RAIL
 HX2298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2298
 HX2298  HISTORY     - Date     Condition        Report By
 HX2298  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2298  HISTORY     - 1935     GOOD             NGS
 HX2298  HISTORY     - 1976     GOOD             NGS
 HX2298
 HX2298                          STATION DESCRIPTION
 HX2298
 HX2298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2298'2.8 MI NE FROM BUFFALO.
 HX2298'2.8 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX2298'BUFFALO, AT MILEPOST COR 88, AND WEST OF THE TRACK.  THE TOP OF A
 HX2298'VERTICAL RAIL.
 HX2298
 HX2298                          STATION RECOVERY (1976)
 HX2298
 HX2298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0175 ***********************************************************************
 JX0175  DESIGNATION -  885 USGS
 JX0175  PID         -  JX0175
 JX0175  STATE/COUNTY-  WV/MARION
 JX0175  USGS QUAD   -  FAIRMONT WEST (1976)
 JX0175
 JX0175                         *CURRENT SURVEY CONTROL
 JX0175  ___________________________________________________________________
 JX0175* NAD 83(1986)-  39 26 07.     (N)    080 10 20.     (W)     SCALED    
 JX0175* NAVD 88     -       269.592  (meters)     884.49   (feet)  POSTED    
 JX0175  ___________________________________________________________________
 JX0175  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JX0175  DYNAMIC HT  -         269.430 (meters)     883.95  (feet)  COMP
 JX0175  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 JX0175
 JX0175  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0175
 JX0175.The horizontal coordinates were scaled from a topographic map and have
 JX0175.an estimated accuracy of +/- 6 seconds.
 JX0175
 JX0175.The orthometric height was determined by differential leveling
 JX0175.and adjusted by the National Geodetic Survey in 1992..
 JX0175.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0175.rate of 0.0 thru 1.0 mm/km.
 JX0175
 JX0175.The geoid height was determined by GEOID03.
 JX0175
 JX0175.The dynamic height is computed by dividing the NAVD 88
 JX0175.geopotential number by the normal gravity value computed on the
 JX0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0175.degrees latitude (g = 980.6199 gals.).
 JX0175
 JX0175.The modeled gravity was interpolated from observed gravity values.
 JX0175
 JX0175;                    North         East    Units  Estimated Accuracy
 JX0175;SPC WV N     -   104,050.      542,130.      MT  (+/- 180 meters Scaled)
 JX0175
 JX0175                          SUPERSEDED SURVEY CONTROL
 JX0175
 JX0175  NGVD 29 (??/??/92)  269.767  (m)          885.06   (f) ADJ UNCH    1 2
 JX0175
 JX0175.Superseded values are not recommended for survey control.
 JX0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0175.See file dsdata.txt to determine how the superseded data were derived.
 JX0175
 JX0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND712654(NAD 83)
 JX0175_MARKER: DD = SURVEY DISK
 JX0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0175_SP_SET: BRIDGE
 JX0175_STAMPING: 885 PITTSBURG 1899
 JX0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0175
 JX0175  HISTORY     - Date     Condition        Report By
 JX0175  HISTORY     - 1899     MONUMENTED       USGS
 JX0175  HISTORY     - 1935     GOOD             NGS
 JX0175  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0175
 JX0175                          STATION DESCRIPTION
 JX0175
 JX0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0175'AT BENTON FERRY.
 JX0175'AT BENTON FERRY, MARION COUNTY, 160 FEET NORTH OF THE BALTIMORE
 JX0175'AND OHIO RAILROAD STATION SIGN, AT SMALL GIRDER BRIDGE 111, IN
 JX0175'THE BRIDGE SEAT, 18-1/2 FEET WEST OF THE TRACK, AND 4-1/2 FEET
 JX0175'LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JX0175'DISK, STAMPED 885 PITTSBURG 1899.
 JX0175
 JX0175                          STATION RECOVERY (1983)
 JX0175
 JX0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0175'NOT RECOVERED, COULD NOT LOCATE THE SMALL BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2297 ***********************************************************************
 HX2297  DESIGNATION -  89+00
 HX2297  PID         -  HX2297
 HX2297  STATE/COUNTY-  WV/PUTNAM
 HX2297  USGS QUAD   -  ROBERTSBURG (1987)
 HX2297
 HX2297                         *CURRENT SURVEY CONTROL
 HX2297  ___________________________________________________________________
 HX2297* NAD 83(1986)-  38 38 03.     (N)    081 57 47.     (W)     SCALED    
 HX2297* NAVD 88     -       175.44   (+/-2cm)     575.6    (feet)  VERTCON   
 HX2297  ___________________________________________________________________
 HX2297  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HX2297
 HX2297  VERT ORDER  -  ? (See Below)
 HX2297
 HX2297.The horizontal coordinates were scaled from a topographic map and have
 HX2297.an estimated accuracy of +/- 6 seconds.
 HX2297
 HX2297.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2297.The vertical order pertains to the NGVD 29 superseded value.
 HX2297
 HX2297.The geoid height was determined by GEOID03.
 HX2297
 HX2297;                    North         East    Units  Estimated Accuracy
 HX2297;SPC WV S     -   181,810.      516,150.      MT  (+/- 180 meters Scaled)
 HX2297
 HX2297                          SUPERSEDED SURVEY CONTROL
 HX2297
 HX2297  NGVD 29 (??/??/92)  175.632  (m)          576.22   (f) ADJ UNCH    ?  
 HX2297
 HX2297.Superseded values are not recommended for survey control.
 HX2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2297.See file dsdata.txt to determine how the superseded data were derived.
 HX2297
 HX2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC161766(NAD 83)
 HX2297_MARKER: Z = SEE DESCRIPTION
 HX2297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2297_SP_SET: VERTICAL RAIL
 HX2297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2297
 HX2297  HISTORY     - Date     Condition        Report By
 HX2297  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2297  HISTORY     - 1935     GOOD             NGS
 HX2297
 HX2297                          STATION DESCRIPTION
 HX2297
 HX2297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2297'1.8 MI NE FROM BUFFALO.
 HX2297'1.8 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX2297'BUFFALO, AT MILEPOST COR 89, AND WEST OF THE TRACK.  THE TOP OF A
 HX2297'VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2285 ***********************************************************************
 GX2285  DESIGNATION -  892
 GX2285  PID         -  GX2285
 GX2285  STATE/COUNTY-  WV/LOGAN
 GX2285  USGS QUAD   -  CLOTHIER (1989)
 GX2285
 GX2285                         *CURRENT SURVEY CONTROL
 GX2285  ___________________________________________________________________
 GX2285* NAD 83(1986)-  37 54 51.     (N)    081 48 37.     (W)     SCALED    
 GX2285* NAVD 88     -       271.447  (meters)     890.57   (feet)  ADJUSTED  
 GX2285  ___________________________________________________________________
 GX2285  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GX2285  DYNAMIC HT  -         271.248 (meters)     889.92  (feet)  COMP
 GX2285  MODELED GRAV-     979,887.9   (mgal)                       NAVD 88
 GX2285
 GX2285  VERT ORDER  -  SECOND    CLASS 0
 GX2285
 GX2285.The horizontal coordinates were scaled from a topographic map and have
 GX2285.an estimated accuracy of +/- 6 seconds.
 GX2285
 GX2285.The orthometric height was determined by differential leveling
 GX2285.and adjusted by the National Geodetic Survey in June 1991..
 GX2285
 GX2285.The geoid height was determined by GEOID03.
 GX2285
 GX2285.The dynamic height is computed by dividing the NAVD 88
 GX2285.geopotential number by the normal gravity value computed on the
 GX2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2285.degrees latitude (g = 980.6199 gals.).
 GX2285
 GX2285.The modeled gravity was interpolated from observed gravity values.
 GX2285
 GX2285;                    North         East    Units  Estimated Accuracy
 GX2285;SPC WV S     -   101,770.      528,750.      MT  (+/- 180 meters Scaled)
 GX2285
 GX2285                          SUPERSEDED SURVEY CONTROL
 GX2285
 GX2285  NGVD 29 (??/??/92)  271.650  (m)          891.24   (f) ADJ UNCH    2 0
 GX2285
 GX2285.Superseded values are not recommended for survey control.
 GX2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2285.See file dsdata.txt to determine how the superseded data were derived.
 GX2285
 GX2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB287966(NAD 83)
 GX2285_MARKER: DD = SURVEY DISK
 GX2285_SETTING: 66 = SET IN ROCK OUTCROP
 GX2285_SP_SET: ROCK LEDGE
 GX2285_STAMPING: 892 1911
 GX2285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2285+STABILITY: POSITION/ELEVATION WELL
 GX2285
 GX2285  HISTORY     - Date     Condition        Report By
 GX2285  HISTORY     - 1911     MONUMENTED       USGS
 GX2285  HISTORY     - 1935     GOOD             NGS
 GX2285  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 GX2285
 GX2285                          STATION DESCRIPTION
 GX2285
 GX2285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2285'1.4 MI S FROM SHARPLES.
 GX2285'1.4 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GX2285'STATION AT SHARPLES, LOGAN COUNTY, ABOUT 250 YARDS NORTH OF THE
 GX2285'CROSSING OF U.S. HIGHWAY 119, 56 YARDS NORTH OF BRIDGE 534, IN
 GX2285'THE TOP OF A ROCK LEDGE, 8 FEET WEST OF THE WEST RAIL, AND ABOUT
 GX2285'1-1/2 FEET HIGHER THAN THE TRACK.  A UNITED STATES GEOLOGICAL
 GX2285'SURVEY STANDARD DISK, STAMPED 892 1911.
 GX2285
 GX2285                          STATION RECOVERY (1973)
 GX2285
 GX2285'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1418 ***********************************************************************
 HW1418  DESIGNATION -  9
 HW1418  PID         -  HW1418
 HW1418  STATE/COUNTY-  WV/PENDLETON
 HW1418  USGS QUAD   -  CIRCLEVILLE (1995)
 HW1418
 HW1418                         *CURRENT SURVEY CONTROL
 HW1418  ___________________________________________________________________
 HW1418* NAD 83(1986)-  38 40 57.     (N)    079 23 59.     (W)     SCALED    
 HW1418* NAVD 88     -       903.685  (meters)    2964.84   (feet)  ADJUSTED  
 HW1418  ___________________________________________________________________
 HW1418  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HW1418  DYNAMIC HT  -         903.036 (meters)    2962.71  (feet)  COMP
 HW1418  MODELED GRAV-     979,877.1   (mgal)                       NAVD 88
 HW1418
 HW1418  VERT ORDER  -  SECOND    CLASS 0
 HW1418
 HW1418.The horizontal coordinates were scaled from a topographic map and have
 HW1418.an estimated accuracy of +/- 6 seconds.
 HW1418
 HW1418.The orthometric height was determined by differential leveling
 HW1418.and adjusted by the National Geodetic Survey in June 1991..
 HW1418
 HW1418.The geoid height was determined by GEOID03.
 HW1418
 HW1418.The dynamic height is computed by dividing the NAVD 88
 HW1418.geopotential number by the normal gravity value computed on the
 HW1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1418.degrees latitude (g = 980.6199 gals.).
 HW1418
 HW1418.The modeled gravity was interpolated from observed gravity values.
 HW1418
 HW1418;                    North         East    Units  Estimated Accuracy
 HW1418;SPC WV S     -   187,950.      739,230.      MT  (+/- 180 meters Scaled)
 HW1418
 HW1418                          SUPERSEDED SURVEY CONTROL
 HW1418
 HW1418  NGVD 29 (??/??/92)  903.831  (m)         2965.32   (f) ADJ UNCH    2 0
 HW1418
 HW1418.Superseded values are not recommended for survey control.
 HW1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1418.See file dsdata.txt to determine how the superseded data were derived.
 HW1418
 HW1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC391827(NAD 83)
 HW1418_MARKER: Q = CHISELED SQUARE
 HW1418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1418_SP_SET: CULVERT
 HW1418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1418
 HW1418  HISTORY     - Date     Condition        Report By
 HW1418  HISTORY     - UNK      MONUMENTED       WVHD
 HW1418  HISTORY     - 1934     GOOD             NGS
 HW1418  HISTORY     - 1954     GOOD             USE
 HW1418
 HW1418                          STATION DESCRIPTION
 HW1418
 HW1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1418'7.8 MI W FROM FRANKLIN.
 HW1418'7.8 MILES WEST ALONG U.S. HIGHWAY 33 FROM FRANKLIN, PENDLETON
 HW1418'COUNTY, 1.8 MILES EAST OF THE TOP OF NORTH FORK MOUNTAIN, AT
 HW1418'CULVERT 2158, ON THE TOP OF THE SOUTH END, 6 YARDS EAST OF THE
 HW1418'CENTERLINE OF THE HIGHWAY, AND 2 FEET LOWER THAN THE HIGHWAY.  A
 HW1418'CHISELED SQUARE.  NOTE-- 100 FEET SOUTHEAST OF EAST EDGE OF HOUSE,
 HW1418'30 FEET SOUTHEAST OF EAST EDGE OF GARAGE.
 HW1418
 HW1418                          STATION RECOVERY (1954)
 HW1418
 HW1418'RECOVERY NOTE BY US ENGINEERS 1954
 HW1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0785 ***********************************************************************
 JX0785  DESIGNATION -  9 RJH
 JX0785  PID         -  JX0785
 JX0785  STATE/COUNTY-  WV/MARSHALL
 JX0785  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0785
 JX0785                         *CURRENT SURVEY CONTROL
 JX0785  ___________________________________________________________________
 JX0785* NAD 83(1986)-  39 59 29.     (N)    080 40 50.     (W)     SCALED    
 JX0785* NAVD 88     -       402.130  (meters)    1319.32   (feet)  ADJUSTED  
 JX0785  ___________________________________________________________________
 JX0785  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JX0785  DYNAMIC HT  -         401.896 (meters)    1318.55  (feet)  COMP
 JX0785  MODELED GRAV-     980,032.3   (mgal)                       NAVD 88
 JX0785
 JX0785  VERT ORDER  -  SECOND    CLASS 0
 JX0785
 JX0785.The horizontal coordinates were scaled from a topographic map and have
 JX0785.an estimated accuracy of +/- 6 seconds.
 JX0785
 JX0785.The orthometric height was determined by differential leveling
 JX0785.and adjusted by the National Geodetic Survey in June 1991..
 JX0785
 JX0785.The geoid height was determined by GEOID03.
 JX0785
 JX0785.The dynamic height is computed by dividing the NAVD 88
 JX0785.geopotential number by the normal gravity value computed on the
 JX0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0785.degrees latitude (g = 980.6199 gals.).
 JX0785
 JX0785.The modeled gravity was interpolated from observed gravity values.
 JX0785
 JX0785;                    North         East    Units  Estimated Accuracy
 JX0785;SPC WV N     -   166,240.      499,180.      MT  (+/- 180 meters Scaled)
 JX0785
 JX0785                          SUPERSEDED SURVEY CONTROL
 JX0785
 JX0785  NGVD 29 (??/??/92)  402.276  (m)         1319.80   (f) ADJ UNCH    2 0
 JX0785
 JX0785.Superseded values are not recommended for survey control.
 JX0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0785.See file dsdata.txt to determine how the superseded data were derived.
 JX0785
 JX0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE272268(NAD 83)
 JX0785_MARKER: DD = SURVEY DISK
 JX0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0785_SP_SET: CULVERT
 JX0785_STAMPING: 1320 TT 9 RJH 1955
 JX0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0785
 JX0785  HISTORY     - Date     Condition        Report By
 JX0785  HISTORY     - 1955     MONUMENTED       USGS
 JX0785  HISTORY     - 1957     GOOD             NGS
 JX0785  HISTORY     - 1983     GOOD             NGS
 JX0785
 JX0785                          STATION DESCRIPTION
 JX0785
 JX0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0785'0.4 MI NW FROM SHERRARD.
 JX0785'ABOUT 0.45 MILE NORTHWEST ALONG STATE HIGHWAY 88 FROM THE
 JX0785'SCHOOL AT SHERRARD, AT THE JUNCTION OF A BLACK TOP ROAD SOUTHWEST,
 JX0785'23 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 49 FEET SOUTHEAST
 JX0785'OF CENTER LINE OF BLACK TOP ROAD SOUTHWEST, IN THE TOP OF THE
 JX0785'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A 15-INCH
 JX0785'PIPE CULVERT UNDER HIGHWAY, 2 1/2 FEET SOUTHEAST OF NORTHWEST END
 JX0785'OF HEAD WALL AND 1 FOOT BELOW LEVEL OF HIGHWAY.
 JX0785
 JX0785                          STATION RECOVERY (1983)
 JX0785
 JX0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2295 ***********************************************************************
 HX2295  DESIGNATION -  90+00
 HX2295  PID         -  HX2295
 HX2295  STATE/COUNTY-  WV/PUTNAM
 HX2295  USGS QUAD   -  WINFIELD (1989)
 HX2295
 HX2295                         *CURRENT SURVEY CONTROL
 HX2295  ___________________________________________________________________
 HX2295* NAD 83(1986)-  38 37 22.     (N)    081 58 13.     (W)     SCALED    
 HX2295* NAVD 88     -       175.11   (+/-2cm)     574.5    (feet)  VERTCON   
 HX2295  ___________________________________________________________________
 HX2295  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HX2295
 HX2295  VERT ORDER  -  ? (See Below)
 HX2295
 HX2295.The horizontal coordinates were scaled from a topographic map and have
 HX2295.an estimated accuracy of +/- 6 seconds.
 HX2295
 HX2295.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2295.The vertical order pertains to the NGVD 29 superseded value.
 HX2295
 HX2295.The geoid height was determined by GEOID03.
 HX2295
 HX2295;                    North         East    Units  Estimated Accuracy
 HX2295;SPC WV S     -   180,560.      515,510.      MT  (+/- 180 meters Scaled)
 HX2295
 HX2295                          SUPERSEDED SURVEY CONTROL
 HX2295
 HX2295  NGVD 29 (??/??/92)  175.298  (m)          575.12   (f) ADJ UNCH    ?  
 HX2295
 HX2295.Superseded values are not recommended for survey control.
 HX2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2295.See file dsdata.txt to determine how the superseded data were derived.
 HX2295
 HX2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC155753(NAD 83)
 HX2295_MARKER: Z = SEE DESCRIPTION
 HX2295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2295_SP_SET: VERTICAL RAIL
 HX2295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2295
 HX2295  HISTORY     - Date     Condition        Report By
 HX2295  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2295  HISTORY     - 1935     GOOD             NGS
 HX2295
 HX2295                          STATION DESCRIPTION
 HX2295
 HX2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2295'0.8 MI NE FROM BUFFALO.
 HX2295'0.8 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX2295'BUFFALO, AT MILEPOST COR 90, AND NORTHWEST OF THE TRACK.  THE TOP
 HX2295'OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2291 ***********************************************************************
 HX2291  DESIGNATION -  91+00
 HX2291  PID         -  HX2291
 HX2291  STATE/COUNTY-  WV/PUTNAM
 HX2291  USGS QUAD   -  WINFIELD (1989)
 HX2291
 HX2291                         *CURRENT SURVEY CONTROL
 HX2291  ___________________________________________________________________
 HX2291* NAD 83(1986)-  38 36 31.     (N)    081 58 49.     (W)     SCALED    
 HX2291* NAVD 88     -       176.606  (meters)     579.41   (feet)  ADJUSTED  
 HX2291  ___________________________________________________________________
 HX2291  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HX2291  DYNAMIC HT  -         176.489 (meters)     579.03  (feet)  COMP
 HX2291  MODELED GRAV-     979,964.1   (mgal)                       NAVD 88
 HX2291
 HX2291  VERT ORDER  -  SECOND    CLASS 0
 HX2291
 HX2291.The horizontal coordinates were scaled from a topographic map and have
 HX2291.an estimated accuracy of +/- 6 seconds.
 HX2291
 HX2291.The orthometric height was determined by differential leveling
 HX2291.and adjusted by the National Geodetic Survey in June 1991..
 HX2291
 HX2291.The geoid height was determined by GEOID03.
 HX2291
 HX2291.The dynamic height is computed by dividing the NAVD 88
 HX2291.geopotential number by the normal gravity value computed on the
 HX2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2291.degrees latitude (g = 980.6199 gals.).
 HX2291
 HX2291.The modeled gravity was interpolated from observed gravity values.
 HX2291
 HX2291;                    North         East    Units  Estimated Accuracy
 HX2291;SPC WV S     -   178,990.      514,620.      MT  (+/- 180 meters Scaled)
 HX2291
 HX2291                          SUPERSEDED SURVEY CONTROL
 HX2291
 HX2291  NGVD 29 (??/??/92)  176.746  (m)          579.87   (f) ADJ UNCH    2 0
 HX2291
 HX2291.Superseded values are not recommended for survey control.
 HX2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2291.See file dsdata.txt to determine how the superseded data were derived.
 HX2291
 HX2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC146738(NAD 83)
 HX2291_MARKER: Z = SEE DESCRIPTION
 HX2291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2291_SP_SET: VERTICAL RAIL
 HX2291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2291
 HX2291  HISTORY     - Date     Condition        Report By
 HX2291  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2291  HISTORY     - 1956     GOOD             NGS
 HX2291  HISTORY     - 1976     GOOD             NGS
 HX2291
 HX2291                          STATION DESCRIPTION
 HX2291
 HX2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2291'AT BUFFALO.
 HX2291'AT BUFFALO, ABOUT 0.3 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL
 HX2291'RAILROAD FROM ROAD CROSSING, 17 FEET NORTHWEST OF NORTHWEST RAIL,
 HX2291'1 1/2 FEET SOUTHEAST OF MILE POST COR 91, ABOUT 3 1/2 FEET BELOW
 HX2291'LEVEL OF TRACK AND IS THE TOP OF A VERTICAL RAIL PROJECTING
 HX2291'1 1/2 FEET.
 HX2291
 HX2291                          STATION RECOVERY (1976)
 HX2291
 HX2291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2345 ***********************************************************************
 GX2345  DESIGNATION -  917
 GX2345  PID         -  GX2345
 GX2345  STATE/COUNTY-  WV/RALEIGH
 GX2345  USGS QUAD   -  WHITESVILLE (1988)
 GX2345
 GX2345                         *CURRENT SURVEY CONTROL
 GX2345  ___________________________________________________________________
 GX2345* NAD 83(1986)-  37 55 26.     (N)    081 32 45.     (W)     SCALED    
 GX2345* NAVD 88     -       279.402  (meters)     916.67   (feet)  ADJUSTED  
 GX2345  ___________________________________________________________________
 GX2345  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GX2345  DYNAMIC HT  -         279.192 (meters)     915.98  (feet)  COMP
 GX2345  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 GX2345
 GX2345  VERT ORDER  -  SECOND    CLASS 0
 GX2345
 GX2345.The horizontal coordinates were scaled from a topographic map and have
 GX2345.an estimated accuracy of +/- 6 seconds.
 GX2345
 GX2345.The orthometric height was determined by differential leveling
 GX2345.and adjusted by the National Geodetic Survey in June 1991..
 GX2345
 GX2345.The geoid height was determined by GEOID03.
 GX2345
 GX2345.The dynamic height is computed by dividing the NAVD 88
 GX2345.geopotential number by the normal gravity value computed on the
 GX2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2345.degrees latitude (g = 980.6199 gals.).
 GX2345
 GX2345.The modeled gravity was interpolated from observed gravity values.
 GX2345
 GX2345;                    North         East    Units  Estimated Accuracy
 GX2345;SPC WV S     -   102,680.      552,010.      MT  (+/- 180 meters Scaled)
 GX2345
 GX2345                          SUPERSEDED SURVEY CONTROL
 GX2345
 GX2345  NGVD 29 (??/??/92)  279.603  (m)          917.33   (f) ADJ UNCH    2 0
 GX2345
 GX2345.Superseded values are not recommended for survey control.
 GX2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2345.See file dsdata.txt to determine how the superseded data were derived.
 GX2345
 GX2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB520975(NAD 83)
 GX2345_MARKER: DD = SURVEY DISK
 GX2345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2345_SP_SET: ABUTMENT
 GX2345_STAMPING: 917 W. VA.
 GX2345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2345
 GX2345  HISTORY     - Date     Condition        Report By
 GX2345  HISTORY     - UNK      MONUMENTED       USGS
 GX2345  HISTORY     - 1935     GOOD             NGS
 GX2345  HISTORY     - 1973     GOOD             LOCENG
 GX2345
 GX2345                          STATION DESCRIPTION
 GX2345
 GX2345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2345'1 MI N FROM MONTCOAL.
 GX2345'1.0 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GX2345'STATION AT MONTCOAL, AT A BRIDGE OVER BIG BRANCH CREEK, 90 YARDS
 GX2345'SOUTH OF SPEED SIGN 12/20, 6 FEET EAST OF THE EAST RAIL, AND IN
 GX2345'THE TOP OF THE NORTHEAST CORNER OF THE NORTH ABUTMENT.  A U.S.
 GX2345'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 917 W. VA.
 GX2345
 GX2345                          STATION RECOVERY (1973)
 GX2345
 GX2345'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2168 ***********************************************************************
 GX2168  DESIGNATION -  937
 GX2168  PID         -  GX2168
 GX2168  STATE/COUNTY-  WV/MINGO
 GX2168  USGS QUAD   -  MAN (1976)
 GX2168
 GX2168                         *CURRENT SURVEY CONTROL
 GX2168  ___________________________________________________________________
 GX2168* NAD 83(1986)-  37 38 10.     (N)    081 54 24.     (W)     SCALED    
 GX2168* NAVD 88     -       285.840  (meters)     937.79   (feet)  ADJUSTED  
 GX2168  ___________________________________________________________________
 GX2168  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX2168  DYNAMIC HT  -         285.620 (meters)     937.07  (feet)  COMP
 GX2168  MODELED GRAV-     979,853.4   (mgal)                       NAVD 88
 GX2168
 GX2168  VERT ORDER  -  SECOND    CLASS 0
 GX2168
 GX2168.The horizontal coordinates were scaled from a topographic map and have
 GX2168.an estimated accuracy of +/- 6 seconds.
 GX2168
 GX2168.The orthometric height was determined by differential leveling
 GX2168.and adjusted by the National Geodetic Survey in June 1991..
 GX2168
 GX2168.The geoid height was determined by GEOID03.
 GX2168
 GX2168.The dynamic height is computed by dividing the NAVD 88
 GX2168.geopotential number by the normal gravity value computed on the
 GX2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2168.degrees latitude (g = 980.6199 gals.).
 GX2168
 GX2168.The modeled gravity was interpolated from observed gravity values.
 GX2168
 GX2168;                    North         East    Units  Estimated Accuracy
 GX2168;SPC WV S     -    70,990.      519,980.      MT  (+/- 180 meters Scaled)
 GX2168
 GX2168                          SUPERSEDED SURVEY CONTROL
 GX2168
 GX2168  NGVD 29 (??/??/92)  286.043  (m)          938.46   (f) ADJ UNCH    2 0
 GX2168
 GX2168.Superseded values are not recommended for survey control.
 GX2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2168.See file dsdata.txt to determine how the superseded data were derived.
 GX2168
 GX2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB200658(NAD 83)
 GX2168_MARKER: DB = BENCH MARK DISK
 GX2168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2168_SP_SET: BRIDGE
 GX2168_STAMPING: 937
 GX2168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2168
 GX2168  HISTORY     - Date     Condition        Report By
 GX2168  HISTORY     - UNK      MONUMENTED       USGS
 GX2168  HISTORY     - 1957     GOOD             NGS
 GX2168
 GX2168                          STATION DESCRIPTION
 GX2168
 GX2168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2168'3.8 MI NW FROM GILBERT.
 GX2168'ABOUT 3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION
 GX2168'OF STATE HIGHWAY 80 AT GILBERT, AT THE JUNCTION OF A DIRT ROAD
 GX2168'LEADING NORTH ALONG BROWNING FORK, IN THE TOP OF THE SOUTH END OF
 GX2168'WEST ABUTMENT OF A 30-FOOT CONCRETE BRIDGE OVER BROWNING FORK,
 GX2168'12 FEET SOUTH OF CENTER LINE OF HIGHWAY AND 1/2 FOOT ABOVE
 GX2168'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1447 ***********************************************************************
 HW1447  DESIGNATION -  938
 HW1447  PID         -  HW1447
 HW1447  STATE/COUNTY-  WV/GRANT
 HW1447  USGS QUAD   -  PETERSBURG EAST (1981)
 HW1447
 HW1447                         *CURRENT SURVEY CONTROL
 HW1447  ___________________________________________________________________
 HW1447* NAD 83(1986)-  38 59 34.     (N)    079 07 16.     (W)     SCALED    
 HW1447* NAVD 88     -       285.478  (meters)     936.61   (feet)  ADJUSTED  
 HW1447  ___________________________________________________________________
 HW1447  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HW1447  DYNAMIC HT  -         285.291 (meters)     935.99  (feet)  COMP
 HW1447  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 HW1447
 HW1447  VERT ORDER  -  SECOND    CLASS 0
 HW1447
 HW1447.The horizontal coordinates were scaled from a topographic map and have
 HW1447.an estimated accuracy of +/- 6 seconds.
 HW1447
 HW1447.The orthometric height was determined by differential leveling
 HW1447.and adjusted by the National Geodetic Survey in June 1991..
 HW1447
 HW1447.The geoid height was determined by GEOID03.
 HW1447
 HW1447.The dynamic height is computed by dividing the NAVD 88
 HW1447.geopotential number by the normal gravity value computed on the
 HW1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1447.degrees latitude (g = 980.6199 gals.).
 HW1447
 HW1447.The modeled gravity was interpolated from observed gravity values.
 HW1447
 HW1447;                    North         East    Units  Estimated Accuracy
 HW1447;SPC WV N     -    54,780.      632,830.      MT  (+/- 180 meters Scaled)
 HW1447
 HW1447                          SUPERSEDED SURVEY CONTROL
 HW1447
 HW1447  NGVD 29 (??/??/92)  285.622  (m)          937.08   (f) ADJ UNCH    2 0
 HW1447
 HW1447.Superseded values are not recommended for survey control.
 HW1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1447.See file dsdata.txt to determine how the superseded data were derived.
 HW1447
 HW1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD627176(NAD 83)
 HW1447_MARKER: DD = SURVEY DISK
 HW1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1447_STAMPING: W VA 938
 HW1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1447+STABILITY: SURFACE MOTION
 HW1447
 HW1447  HISTORY     - Date     Condition        Report By
 HW1447  HISTORY     - UNK      MONUMENTED       USGS
 HW1447  HISTORY     - 1941     GOOD             NGS
 HW1447  HISTORY     - 20051010 POOR             GEOCAC
 HW1447
 HW1447                          STATION DESCRIPTION
 HW1447
 HW1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HW1447'AT PETERSBURG.
 HW1447'AT PETERSBURG, AT THE GRANT CO. COURT HOUSE, 45.6 FEET WEST OF
 HW1447'THE NORTHWEST CORNER OF THE BUILDING, 31.5 FEET SOUTH OF THE
 HW1447'SOUTH CURB OF U.S. RT. 220, 4.4 FEET EAST OF A PIPE RAILING
 HW1447'AROUNG YARD.  A STANDARD U.S.G.S. DISC IN STONE POST.
 HW1447
 HW1447                          STATION RECOVERY (2005)
 HW1447
 HW1447'RECOVERY NOTE BY GEOCACHING 2005 (TAK)
 HW1447'AT PETERSBURG, AT THE GRANT CO. COURT HOUSE, 45.6 FEET WEST OF THE
 HW1447'NORTHWEST CORNER OF THE BUILDING, 31.5 FEET SOUTH OF THE SOUTH CURB OF
 HW1447'U.S. RT. 220, 2.8 FEET SOUTH OF THE FRONT EDGE EXTENDED OF THE
 HW1447'BUILDING, AND 7.25 FEET EAST OF THE EDGE OF PEPSI LANE.
 HW1447'THE PIPE RAILING IS GONE.  THE DISK IS A USGS MERIDIAN MARK DISK. IT
 HW1447'WAS FOUND IN POOR CONDITION WITH PARTS BROKEN OFF FROM 2 SIDES. THE
 HW1447'DISK IS MOUNTED IN STONE FLUSH WITH THE GROUND.
 HW1447'HANDHELD COORDINATES ARE  N 38 59 34.5  W 079 07 15.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2286 ***********************************************************************
 HX2286  DESIGNATION -  94+00
 HX2286  PID         -  HX2286
 HX2286  STATE/COUNTY-  WV/PUTNAM
 HX2286  USGS QUAD   -  WINFIELD (1989)
 HX2286
 HX2286                         *CURRENT SURVEY CONTROL
 HX2286  ___________________________________________________________________
 HX2286* NAD 83(1986)-  38 34 14.     (N)    081 58 58.     (W)     SCALED    
 HX2286* NAVD 88     -       175.081  (meters)     574.41   (feet)  ADJUSTED  
 HX2286  ___________________________________________________________________
 HX2286  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HX2286  DYNAMIC HT  -         174.965 (meters)     574.03  (feet)  COMP
 HX2286  MODELED GRAV-     979,961.6   (mgal)                       NAVD 88
 HX2286
 HX2286  VERT ORDER  -  FIRST     CLASS II
 HX2286
 HX2286.The horizontal coordinates were scaled from a topographic map and have
 HX2286.an estimated accuracy of +/- 6 seconds.
 HX2286
 HX2286.The orthometric height was determined by differential leveling
 HX2286.and adjusted by the National Geodetic Survey in June 1991..
 HX2286
 HX2286.The geoid height was determined by GEOID03.
 HX2286
 HX2286.The dynamic height is computed by dividing the NAVD 88
 HX2286.geopotential number by the normal gravity value computed on the
 HX2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2286.degrees latitude (g = 980.6199 gals.).
 HX2286
 HX2286.The modeled gravity was interpolated from observed gravity values.
 HX2286
 HX2286;                    North         East    Units  Estimated Accuracy
 HX2286;SPC WV S     -   174,770.      514,360.      MT  (+/- 180 meters Scaled)
 HX2286
 HX2286                          SUPERSEDED SURVEY CONTROL
 HX2286
 HX2286  NGVD 29 (??/??/92)  175.286  (m)          575.08   (f) ADJ UNCH    1 2
 HX2286
 HX2286.Superseded values are not recommended for survey control.
 HX2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2286.See file dsdata.txt to determine how the superseded data were derived.
 HX2286
 HX2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC143695(NAD 83)
 HX2286_MARKER: Z = SEE DESCRIPTION
 HX2286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2286_SP_SET: VERTICAL RAIL
 HX2286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2286
 HX2286  HISTORY     - Date     Condition        Report By
 HX2286  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2286  HISTORY     - 1935     GOOD             NGS
 HX2286  HISTORY     - 1976     POOR             NGS
 HX2286
 HX2286                          STATION DESCRIPTION
 HX2286
 HX2286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2286'3.4 MI S FROM BUFFALO.
 HX2286'3.4 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM BUFFALO,
 HX2286'AT MILEPOST COR 94, AND SOUTHWEST OF THE TRACK.  THE TOP OF A
 HX2286'VERTICAL RAIL.
 HX2286
 HX2286                          STATION RECOVERY (1976)
 HX2286
 HX2286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2286'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1570 ***********************************************************************
 HX1570  DESIGNATION -  943
 HX1570  PID         -  HX1570
 HX1570  STATE/COUNTY-  WV/BRAXTON
 HX1570  USGS QUAD   -  NEWVILLE (1976)
 HX1570
 HX1570                         *CURRENT SURVEY CONTROL
 HX1570  ___________________________________________________________________
 HX1570* NAD 83(1986)-  38 38 24.     (N)    080 35 14.     (W)     SCALED    
 HX1570* NAVD 88     -       287.040  (meters)     941.73   (feet)  ADJUSTED  
 HX1570  ___________________________________________________________________
 HX1570  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HX1570  DYNAMIC HT  -         286.838 (meters)     941.07  (feet)  COMP
 HX1570  MODELED GRAV-     979,919.8   (mgal)                       NAVD 88
 HX1570
 HX1570  VERT ORDER  -  SECOND    CLASS 0
 HX1570
 HX1570.The horizontal coordinates were scaled from a topographic map and have
 HX1570.an estimated accuracy of +/- 6 seconds.
 HX1570
 HX1570.The orthometric height was determined by differential leveling
 HX1570.and adjusted by the National Geodetic Survey in June 1991..
 HX1570
 HX1570.The geoid height was determined by GEOID03.
 HX1570
 HX1570.The dynamic height is computed by dividing the NAVD 88
 HX1570.geopotential number by the normal gravity value computed on the
 HX1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1570.degrees latitude (g = 980.6199 gals.).
 HX1570
 HX1570.The modeled gravity was interpolated from observed gravity values.
 HX1570
 HX1570;                    North         East    Units  Estimated Accuracy
 HX1570;SPC WV S     -   182,110.      635,940.      MT  (+/- 180 meters Scaled)
 HX1570
 HX1570                          SUPERSEDED SURVEY CONTROL
 HX1570
 HX1570  NGVD 29 (??/??/92)  287.209  (m)          942.28   (f) ADJ UNCH    2 0
 HX1570
 HX1570.Superseded values are not recommended for survey control.
 HX1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1570.See file dsdata.txt to determine how the superseded data were derived.
 HX1570
 HX1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC359769(NAD 83)
 HX1570_MARKER: DD = SURVEY DISK
 HX1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1570_STAMPING: 943 1933
 HX1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1570+STABILITY: SURFACE MOTION
 HX1570
 HX1570  HISTORY     - Date     Condition        Report By
 HX1570  HISTORY     - 1933     MONUMENTED       USGS
 HX1570  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1570
 HX1570                          STATION DESCRIPTION
 HX1570
 HX1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1570'1.4 MI N FROM BAKERS RUN.
 HX1570'1.4 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1570'STATION AT BAKERS RUN, BRAXTON COUNTY, 17 RAILS NORTH OF MILEPOST
 HX1570'C 72, ON THE WEST SIDE OF A LONG CURVE, 10 FEET WEST OF THE
 HX1570'CENTERLINE OF THE TRACK, AND 1 FOOT HIGHER THAN THE TRACK, AND
 HX1570'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIRD-ORDER LEVELING
 HX1570'FROM T 12 TO EHJ 915 (USE) INDICATES THAT 943 (USGS) IS 1.05
 HX1570'FEET LOWER NOW IN JAN. 1934.  THE DISK WAS SET IN A SANDSTONE
 HX1570'ROCK AND IS NOW 6 FEET WEST OF THE WEST RAIL.  THE ROCK IS
 HX1570'BLOCKING THE DRAINAGE DITCH AND PERHAPS WILL HAVE TO BE REMOVED
 HX1570'IN THE NEAR FUTURE.  NOTE-- AT PRESENT DATE DESCRIBED LOCATION OF
 HX1570'MARK IS COVERED BY BACK WATER OF SUTTON DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1574 ***********************************************************************
 HX1574  DESIGNATION -  945
 HX1574  PID         -  HX1574
 HX1574  STATE/COUNTY-  WV/BRAXTON
 HX1574  USGS QUAD   -  ERBACON (1976)
 HX1574
 HX1574                         *CURRENT SURVEY CONTROL
 HX1574  ___________________________________________________________________
 HX1574* NAD 83(1986)-  38 36 46.     (N)    080 34 05.     (W)     SCALED    
 HX1574* NAVD 88     -       287.867  (meters)     944.44   (feet)  ADJUSTED  
 HX1574  ___________________________________________________________________
 HX1574  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HX1574  DYNAMIC HT  -         287.668 (meters)     943.79  (feet)  COMP
 HX1574  MODELED GRAV-     979,931.0   (mgal)                       NAVD 88
 HX1574
 HX1574  VERT ORDER  -  SECOND    CLASS 0
 HX1574
 HX1574.The horizontal coordinates were scaled from a topographic map and have
 HX1574.an estimated accuracy of +/- 6 seconds.
 HX1574
 HX1574.The orthometric height was determined by differential leveling
 HX1574.and adjusted by the National Geodetic Survey in June 1991..
 HX1574
 HX1574.The geoid height was determined by GEOID03.
 HX1574
 HX1574.The dynamic height is computed by dividing the NAVD 88
 HX1574.geopotential number by the normal gravity value computed on the
 HX1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1574.degrees latitude (g = 980.6199 gals.).
 HX1574
 HX1574.The modeled gravity was interpolated from observed gravity values.
 HX1574
 HX1574;                    North         East    Units  Estimated Accuracy
 HX1574;SPC WV S     -   179,090.      637,620.      MT  (+/- 180 meters Scaled)
 HX1574
 HX1574                          SUPERSEDED SURVEY CONTROL
 HX1574
 HX1574  NGVD 29 (??/??/92)  288.032  (m)          944.99   (f) ADJ UNCH    2 0
 HX1574
 HX1574.Superseded values are not recommended for survey control.
 HX1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1574.See file dsdata.txt to determine how the superseded data were derived.
 HX1574
 HX1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC376738(NAD 83)
 HX1574_MARKER: DD = SURVEY DISK
 HX1574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1574_SP_SET: CULVERT
 HX1574_STAMPING: 945
 HX1574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1574
 HX1574  HISTORY     - Date     Condition        Report By
 HX1574  HISTORY     - UNK      MONUMENTED       USGS
 HX1574  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1574  HISTORY     - 1965     MARK NOT FOUND   NGS
 HX1574
 HX1574                          STATION DESCRIPTION
 HX1574
 HX1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1574'AT CENTRALIA.
 HX1574'AT CENTRALIA, BRAXTON COUNTY, 14.5 RAILS SOUTH OF THE SOUTH END
 HX1574'OF THE BALTIMORE AND OHIO RAILROAD STATION, 1 RAIL SOUTH OF A
 HX1574'DIRT-ROAD CROSSING, IN THE TOP OF THE EAST HEADWALL OF A STONE
 HX1574'CULVERT, 7 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND 4
 HX1574'FEET LOWER THAN THE TRACK.
 HX1574
 HX1574                          STATION RECOVERY (1965)
 HX1574
 HX1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HX1574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2285 ***********************************************************************
 HX2285  DESIGNATION -  95+00
 HX2285  PID         -  HX2285
 HX2285  STATE/COUNTY-  WV/PUTNAM
 HX2285  USGS QUAD   -  WINFIELD (1989)
 HX2285
 HX2285                         *CURRENT SURVEY CONTROL
 HX2285  ___________________________________________________________________
 HX2285* NAD 83(1986)-  38 33 40.     (N)    081 58 09.     (W)     SCALED    
 HX2285* NAVD 88     -       176.175  (meters)     578.00   (feet)  ADJUSTED  
 HX2285  ___________________________________________________________________
 HX2285  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HX2285  DYNAMIC HT  -         176.058 (meters)     577.62  (feet)  COMP
 HX2285  MODELED GRAV-     979,959.6   (mgal)                       NAVD 88
 HX2285
 HX2285  VERT ORDER  -  FIRST     CLASS II
 HX2285
 HX2285.The horizontal coordinates were scaled from a topographic map and have
 HX2285.an estimated accuracy of +/- 6 seconds.
 HX2285
 HX2285.The orthometric height was determined by differential leveling
 HX2285.and adjusted by the National Geodetic Survey in June 1991..
 HX2285
 HX2285.The geoid height was determined by GEOID03.
 HX2285
 HX2285.The dynamic height is computed by dividing the NAVD 88
 HX2285.geopotential number by the normal gravity value computed on the
 HX2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2285.degrees latitude (g = 980.6199 gals.).
 HX2285
 HX2285.The modeled gravity was interpolated from observed gravity values.
 HX2285
 HX2285;                    North         East    Units  Estimated Accuracy
 HX2285;SPC WV S     -   173,710.      515,530.      MT  (+/- 180 meters Scaled)
 HX2285
 HX2285                          SUPERSEDED SURVEY CONTROL
 HX2285
 HX2285  NGVD 29 (??/??/92)  176.378  (m)          578.67   (f) ADJ UNCH    1 2
 HX2285
 HX2285.Superseded values are not recommended for survey control.
 HX2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2285.See file dsdata.txt to determine how the superseded data were derived.
 HX2285
 HX2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC155685(NAD 83)
 HX2285_MARKER: Z = SEE DESCRIPTION
 HX2285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2285_SP_SET: VERTICAL RAIL
 HX2285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2285
 HX2285  HISTORY     - Date     Condition        Report By
 HX2285  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2285  HISTORY     - 1935     GOOD             NGS
 HX2285
 HX2285                          STATION DESCRIPTION
 HX2285
 HX2285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2285'1.2 MI NW FROM RUMER.
 HX2285'1.2 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM RUMER,
 HX2285'AND AT MILEPOST COR 95.  THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0785 ***********************************************************************
 JW0785  DESIGNATION -  955.50 WMRR
 JW0785  PID         -  JW0785
 JW0785  STATE/COUNTY-  WV/MINERAL
 JW0785  USGS QUAD   -  WESTERNPORT (1981)
 JW0785
 JW0785                         *CURRENT SURVEY CONTROL
 JW0785  ___________________________________________________________________
 JW0785* NAD 83(1986)-  39 28 20.     (N)    079 03 44.     (W)     SCALED    
 JW0785* NAVD 88     -       290.953  (meters)     954.57   (feet)  ADJUSTED  
 JW0785  ___________________________________________________________________
 JW0785  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JW0785  DYNAMIC HT  -         290.755 (meters)     953.92  (feet)  COMP
 JW0785  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 JW0785
 JW0785  VERT ORDER  -  SECOND    CLASS 0
 JW0785
 JW0785.The horizontal coordinates were scaled from a topographic map and have
 JW0785.an estimated accuracy of +/- 6 seconds.
 JW0785
 JW0785.The orthometric height was determined by differential leveling
 JW0785.and adjusted by the National Geodetic Survey in June 1991..
 JW0785
 JW0785.The geoid height was determined by GEOID03.
 JW0785
 JW0785.The dynamic height is computed by dividing the NAVD 88
 JW0785.geopotential number by the normal gravity value computed on the
 JW0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0785.degrees latitude (g = 980.6199 gals.).
 JW0785
 JW0785.The modeled gravity was interpolated from observed gravity values.
 JW0785
 JW0785;                    North         East    Units  Estimated Accuracy
 JW0785;SPC WV N     -   108,030.      637,670.      MT  (+/- 180 meters Scaled)
 JW0785
 JW0785                          SUPERSEDED SURVEY CONTROL
 JW0785
 JW0785  NGVD 29 (??/??/92)  291.120  (m)          955.12   (f) ADJ UNCH    2 0
 JW0785
 JW0785.Superseded values are not recommended for survey control.
 JW0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0785.See file dsdata.txt to determine how the superseded data were derived.
 JW0785
 JW0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD666709(NAD 83)
 JW0785_MARKER: DD = SURVEY DISK
 JW0785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0785_SP_SET: BRIDGE
 JW0785_STAMPING: 955.50
 JW0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0785
 JW0785  HISTORY     - Date     Condition        Report By
 JW0785  HISTORY     - UNK      MONUMENTED       WMRR
 JW0785  HISTORY     - 1935     GOOD             NGS
 JW0785  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0785
 JW0785                          STATION DESCRIPTION
 JW0785
 JW0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0785'AT W VIRGINIA CENTRAL JUNCTION.
 JW0785'AT WEST VIRGINIA CENTRAL JUNCTION, MINERAL COUNTY, 350 FEET
 JW0785'SOUTHEAST OF THE RAILROAD STATION, AT THE WESTERN MARYLAND
 JW0785'RAILWAY BRIDGE OVER POTOMAC RIVER, IN THE TOP OF THE SOUTH END
 JW0785'OF THE SOUTHWEST CONCRETE ABUTMENT, 12 FEET SOUTHEAST OF THE
 JW0785'CENTER LINE OF THE TRACK, AND ABOUT 6 INCHES LOWER THAN THE
 JW0785'TRACK.  A WESTERN MARYLAND RAILWAY STANDARD DISK, STAMPED 955.50.
 JW0785
 JW0785                          STATION RECOVERY (1983)
 JW0785
 JW0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0785'NOT RECOVERED, NO SIGNS OF THE MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2322 ***********************************************************************
 HX2322  DESIGNATION -  968
 HX2322  PID         -  HX2322
 HX2322  STATE/COUNTY-  WV/MASON
 HX2322  USGS QUAD   -  MOUNT ALTO (1994)
 HX2322
 HX2322                         *CURRENT SURVEY CONTROL
 HX2322  ___________________________________________________________________
 HX2322* NAD 83(1986)-  38 47 54.     (N)    081 53 12.     (W)     SCALED    
 HX2322* NAVD 88     -       294.836  (meters)     967.31   (feet)  ADJUSTED  
 HX2322  ___________________________________________________________________
 HX2322  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HX2322  DYNAMIC HT  -         294.641 (meters)     966.67  (feet)  COMP
 HX2322  MODELED GRAV-     979,960.3   (mgal)                       NAVD 88
 HX2322
 HX2322  VERT ORDER  -  SECOND    CLASS 0
 HX2322
 HX2322.The horizontal coordinates were scaled from a topographic map and have
 HX2322.an estimated accuracy of +/- 6 seconds.
 HX2322
 HX2322.The orthometric height was determined by differential leveling
 HX2322.and adjusted by the National Geodetic Survey in June 1991..
 HX2322
 HX2322.The geoid height was determined by GEOID03.
 HX2322
 HX2322.The dynamic height is computed by dividing the NAVD 88
 HX2322.geopotential number by the normal gravity value computed on the
 HX2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2322.degrees latitude (g = 980.6199 gals.).
 HX2322
 HX2322.The modeled gravity was interpolated from observed gravity values.
 HX2322
 HX2322;                    North         East    Units  Estimated Accuracy
 HX2322;SPC WV S     -   199,970.      522,980.      MT  (+/- 180 meters Scaled)
 HX2322
 HX2322                          SUPERSEDED SURVEY CONTROL
 HX2322
 HX2322  NGVD 29 (??/??/92)  295.018  (m)          967.90   (f) ADJ UNCH    2 0
 HX2322
 HX2322.Superseded values are not recommended for survey control.
 HX2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2322.See file dsdata.txt to determine how the superseded data were derived.
 HX2322
 HX2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC230947(NAD 83)
 HX2322_MARKER: DD = SURVEY DISK
 HX2322_SETTING: 66 = SET IN ROCK OUTCROP
 HX2322_SP_SET: ROCK LEDGE
 HX2322_STAMPING: 968 ADJ 1903
 HX2322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2322+STABILITY: POSITION/ELEVATION WELL
 HX2322
 HX2322  HISTORY     - Date     Condition        Report By
 HX2322  HISTORY     - 1903     MONUMENTED       USGS
 HX2322  HISTORY     - 1956     GOOD             NGS
 HX2322
 HX2322                          STATION DESCRIPTION
 HX2322
 HX2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2322'8 MI SW FROM EVANS.
 HX2322'ABOUT 8.05 MILES SOUTHWEST AND NORTHWEST ALONG STATE HIGHWAY 87
 HX2322'FROM THE JUNCTION OF U.S. HIGHWAY 33 AT EVANS, ABOUT 1.3 MILES
 HX2322'SOUTHEAST OF BADEN PRESBYTERAIN CHURCH AND CEMETERY, AT THE
 HX2322'CROSSROADS AT BADEN, 309 FEET SOUTHEAST OF CENTER OF CROSSROADS,
 HX2322'84 FEET NORTHEAST AND ACROSS ABANDONED AND OVERGROWN ROAD BED FROM
 HX2322'CENTER LINE OF HIGHWAY, IN THE TOP OF THE SOUTHEAST CORNER OF A
 HX2322'SAND STONE LEDGE, 15 FEET NORTHEAST OF CENTER LINE OF OLD ROAD BED,
 HX2322'17 FEET SOUTH AND BELOW AN 18-INCH BLACK LOCUST TREE, 128 FEET
 HX2322'NORTH AND ACROSS HIGHWAY FROM POWER POLE NO. 49-8159/ 807 D 15,
 HX2322'ABOUT 6 1/2 FEET ABOVE LEVEL OF HIGHWAY, AND ABOUT 2 FEET ABOVE
 HX2322'LEVEL OF OLD ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0059 ***********************************************************************
 JX0059  DESIGNATION -  975
 JX0059  PID         -  JX0059
 JX0059  STATE/COUNTY-  WV/MARION
 JX0059  USGS QUAD   -  MANNINGTON (1976)
 JX0059
 JX0059                         *CURRENT SURVEY CONTROL
 JX0059  ___________________________________________________________________
 JX0059* NAD 83(1986)-  39 31 32.     (N)    080 20 33.     (W)     SCALED    
 JX0059* NAVD 88     -       297.162  (meters)     974.94   (feet)  ADJUSTED  
 JX0059  ___________________________________________________________________
 JX0059  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JX0059  DYNAMIC HT  -         296.986 (meters)     974.36  (feet)  COMP
 JX0059  MODELED GRAV-     980,024.5   (mgal)                       NAVD 88
 JX0059
 JX0059  VERT ORDER  -  FIRST     CLASS II
 JX0059
 JX0059.The horizontal coordinates were scaled from a topographic map and have
 JX0059.an estimated accuracy of +/- 6 seconds.
 JX0059
 JX0059.The orthometric height was determined by differential leveling
 JX0059.and adjusted by the National Geodetic Survey in June 1991..
 JX0059
 JX0059.The geoid height was determined by GEOID03.
 JX0059
 JX0059.The dynamic height is computed by dividing the NAVD 88
 JX0059.geopotential number by the normal gravity value computed on the
 JX0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0059.degrees latitude (g = 980.6199 gals.).
 JX0059
 JX0059.The modeled gravity was interpolated from observed gravity values.
 JX0059
 JX0059;                    North         East    Units  Estimated Accuracy
 JX0059;SPC WV N     -   114,190.      527,570.      MT  (+/- 180 meters Scaled)
 JX0059
 JX0059                          SUPERSEDED SURVEY CONTROL
 JX0059
 JX0059  NGVD 29 (??/??/92)  297.320  (m)          975.46   (f) ADJ UNCH    1 2
 JX0059
 JX0059.Superseded values are not recommended for survey control.
 JX0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0059.See file dsdata.txt to determine how the superseded data were derived.
 JX0059
 JX0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND565753(NAD 83)
 JX0059_MARKER: DD = SURVEY DISK
 JX0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0059_SP_SET: BUILDING
 JX0059_STAMPING: 975 GRAFTON 1902
 JX0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0059
 JX0059  HISTORY     - Date     Condition        Report By
 JX0059  HISTORY     - 1902     MONUMENTED       USGS
 JX0059  HISTORY     - 1935     GOOD             NGS
 JX0059
 JX0059                          STATION DESCRIPTION
 JX0059
 JX0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0059'AT MANNINGTON.
 JX0059'AT MANNINGTON, MARION COUNTY, AT THE MANNINGTON TIMES BUILDING
 JX0059'(FORMERLY THE EXCHANGE BANK), AND IN THE PILLAR NORTH OF THE
 JX0059'DOOR.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JX0059'975 GRAFTON 1902.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1606 ***********************************************************************
 GX1606  DESIGNATION -  981
 GX1606  PID         -  GX1606
 GX1606  STATE/COUNTY-  WV/MCDOWELL
 GX1606  USGS QUAD   -  IAEGER (1976)
 GX1606
 GX1606                         *CURRENT SURVEY CONTROL
 GX1606  ___________________________________________________________________
 GX1606* NAD 83(1986)-  37 27 47.     (N)    081 49 00.     (W)     SCALED    
 GX1606* NAVD 88     -       298.668  (meters)     979.88   (feet)  ADJUSTED  
 GX1606  ___________________________________________________________________
 GX1606  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX1606  DYNAMIC HT  -         298.429 (meters)     979.10  (feet)  COMP
 GX1606  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 GX1606
 GX1606  VERT ORDER  -  SECOND    CLASS 0
 GX1606
 GX1606.The horizontal coordinates were scaled from a topographic map and have
 GX1606.an estimated accuracy of +/- 6 seconds.
 GX1606
 GX1606.The orthometric height was determined by differential leveling
 GX1606.and adjusted by the National Geodetic Survey in June 1991..
 GX1606
 GX1606.The geoid height was determined by GEOID03.
 GX1606
 GX1606.The dynamic height is computed by dividing the NAVD 88
 GX1606.geopotential number by the normal gravity value computed on the
 GX1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1606.degrees latitude (g = 980.6199 gals.).
 GX1606
 GX1606.The modeled gravity was interpolated from observed gravity values.
 GX1606
 GX1606;                    North         East    Units  Estimated Accuracy
 GX1606;SPC WV S     -    51,710.      527,750.      MT  (+/- 180 meters Scaled)
 GX1606
 GX1606                          SUPERSEDED SURVEY CONTROL
 GX1606
 GX1606  NGVD 29 (??/??/92)  298.861  (m)          980.51   (f) ADJ UNCH    2 0
 GX1606
 GX1606.Superseded values are not recommended for survey control.
 GX1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1606.See file dsdata.txt to determine how the superseded data were derived.
 GX1606
 GX1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB277465(NAD 83)
 GX1606_MARKER: DD = SURVEY DISK
 GX1606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1606_SP_SET: ABUTMENT
 GX1606_STAMPING: 981
 GX1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1606
 GX1606  HISTORY     - Date     Condition        Report By
 GX1606  HISTORY     - UNK      MONUMENTED       USGS
 GX1606  HISTORY     - 1958     GOOD             NGS
 GX1606
 GX1606                          STATION DESCRIPTION
 GX1606
 GX1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1606'0.4 MI SW FROM IAEGER.
 GX1606'0.45 MILE SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1606'THE STATION AT IAEGER, 0.15 MILE SOUTHWEST OF THE CROSSING OF
 GX1606'U.S. HIGHWAY 52, AT A Y JUNCTION (THE EAST ONE OF TWO JUNCTIONS),
 GX1606'9 FEET EAST OF THE EAST RAIL OF THE TRACK LEADING SOUTH, AT THE
 GX1606'EAST ONE OF TWO BRIDGES, IN TOP OF THE NORTHEAST END OF THE NORTH
 GX1606'ABUTMENT FOR RAILROAD BRIDGE 2271 OVER TUG FORK RIVER, 2 FEET
 GX1606'SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT, AND ABOUT 2 1/2
 GX1606'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0140 ***********************************************************************
 JX0140  DESIGNATION -  981.22
 JX0140  PID         -  JX0140
 JX0140  STATE/COUNTY-  WV/HARRISON
 JX0140  USGS QUAD   -  ROSEMONT (1976)
 JX0140
 JX0140                         *CURRENT SURVEY CONTROL
 JX0140  ___________________________________________________________________
 JX0140* NAD 83(1986)-  39 16 56.     (N)    080 14 50.     (W)     SCALED    
 JX0140* NAVD 88     -       299.024  (meters)     981.05   (feet)  ADJUSTED  
 JX0140  ___________________________________________________________________
 JX0140  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JX0140  DYNAMIC HT  -         298.838 (meters)     980.44  (feet)  COMP
 JX0140  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 JX0140
 JX0140  VERT ORDER  -  FIRST     CLASS II
 JX0140
 JX0140.The horizontal coordinates were scaled from a topographic map and have
 JX0140.an estimated accuracy of +/- 6 seconds.
 JX0140
 JX0140.The orthometric height was determined by differential leveling
 JX0140.and adjusted by the National Geodetic Survey in June 1991..
 JX0140
 JX0140.The geoid height was determined by GEOID03.
 JX0140
 JX0140.The dynamic height is computed by dividing the NAVD 88
 JX0140.geopotential number by the normal gravity value computed on the
 JX0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0140.degrees latitude (g = 980.6199 gals.).
 JX0140
 JX0140.The modeled gravity was interpolated from observed gravity values.
 JX0140
 JX0140;                    North         East    Units  Estimated Accuracy
 JX0140;SPC WV N     -    87,110.      535,530.      MT  (+/- 180 meters Scaled)
 JX0140
 JX0140                          SUPERSEDED SURVEY CONTROL
 JX0140
 JX0140  NGVD 29 (??/??/92)  299.211  (m)          981.66   (f) ADJ UNCH    1 2
 JX0140
 JX0140.Superseded values are not recommended for survey control.
 JX0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0140.See file dsdata.txt to determine how the superseded data were derived.
 JX0140
 JX0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND649483(NAD 83)
 JX0140_MARKER: Q = CHISELED SQUARE
 JX0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0140_SP_SET: BRIDGE
 JX0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0140
 JX0140  HISTORY     - Date     Condition        Report By
 JX0140  HISTORY     - UNK      MONUMENTED       BORR
 JX0140  HISTORY     - 1933     GOOD             NGS
 JX0140  HISTORY     - 1969     GOOD             NGS
 JX0140
 JX0140                          STATION DESCRIPTION
 JX0140
 JX0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JX0140'0.6 MI E FROM BRIDGEPORT.
 JX0140'0.6 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0140'STATION AT BRIDGEPORT, HARRISON COUNTY, AT BRIDGE 5, ON THE TOP
 JX0140'OF THE SOUTH END OF THE EAST ABUTMENT, 10 FEET SOUTH OF THE
 JX0140'CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE TRACK.  A
 JX0140'CHISELED SQUARE.
 JX0140
 JX0140                          STATION RECOVERY (1969)
 JX0140
 JX0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JX0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0693 ***********************************************************************
 JW0693  DESIGNATION -  989
 JW0693  PID         -  JW0693
 JW0693  STATE/COUNTY-  WV/MINERAL
 JW0693  USGS QUAD   -  ANTIOCH (1981)
 JW0693
 JW0693                         *CURRENT SURVEY CONTROL
 JW0693  ___________________________________________________________________
 JW0693* NAD 83(1986)-  39 22 07.     (N)    079 01 55.     (W)     SCALED    
 JW0693* NAVD 88     -       301.524  (meters)     989.25   (feet)  ADJUSTED  
 JW0693  ___________________________________________________________________
 JW0693  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JW0693  DYNAMIC HT  -         301.337 (meters)     988.64  (feet)  COMP
 JW0693  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 JW0693
 JW0693  VERT ORDER  -  SECOND    CLASS 0
 JW0693
 JW0693.The horizontal coordinates were scaled from a topographic map and have
 JW0693.an estimated accuracy of +/- 6 seconds.
 JW0693
 JW0693.The orthometric height was determined by differential leveling
 JW0693.and adjusted by the National Geodetic Survey in June 1991..
 JW0693
 JW0693.The geoid height was determined by GEOID03.
 JW0693
 JW0693.The dynamic height is computed by dividing the NAVD 88
 JW0693.geopotential number by the normal gravity value computed on the
 JW0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0693.degrees latitude (g = 980.6199 gals.).
 JW0693
 JW0693.The modeled gravity was interpolated from observed gravity values.
 JW0693
 JW0693;                    North         East    Units  Estimated Accuracy
 JW0693;SPC WV N     -    96,540.      640,330.      MT  (+/- 180 meters Scaled)
 JW0693
 JW0693                          SUPERSEDED SURVEY CONTROL
 JW0693
 JW0693  NGVD 29 (??/??/92)  301.701  (m)          989.83   (f) ADJ UNCH    2 0
 JW0693
 JW0693.Superseded values are not recommended for survey control.
 JW0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0693.See file dsdata.txt to determine how the superseded data were derived.
 JW0693
 JW0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD695595(NAD 83)
 JW0693_MARKER: DD = SURVEY DISK
 JW0693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0693_SP_SET: BRIDGE
 JW0693_STAMPING: 989 1916
 JW0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0693
 JW0693  HISTORY     - Date     Condition        Report By
 JW0693  HISTORY     - 1916     MONUMENTED       USGS
 JW0693  HISTORY     - 1934     GOOD             NGS
 JW0693
 JW0693                          STATION DESCRIPTION
 JW0693
 JW0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0693'0.5 MI S FROM NEWCREEK.
 JW0693'0.5 MILE SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE AT
 JW0693'NEWCREEK, MINERAL COUNTY, 130 YARDS NORTHEAST OF THE JUNCTION
 JW0693'WITH U.S. HIGHWAY 50, AT THE STEEL FRAME BRIDGE OVER NEW CREEK,
 JW0693'IN THE TOP OF THE WEST BRIDGE SEAT, 3 YARDS SOUTHWEST OF THE
 JW0693'CENTERLINE OF A SIDE ROAD 14 YARDS SOUTHEAST OF THE CENTERLINE OF
 JW0693'THE HIGHWAY, AND 1 FOOT LOWER THAN THE HIGHWAY.  A U.S. GEOLOGICAL
 JW0693'SURVEY STANDARD DISK, STAMPED 989 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2906 ***********************************************************************
 JV2906  DESIGNATION -  A 1
 JV2906  PID         -  JV2906
 JV2906  STATE/COUNTY-  WV/JEFFERSON
 JV2906  USGS QUAD   -  MIDDLEWAY (1978)
 JV2906
 JV2906                         *CURRENT SURVEY CONTROL
 JV2906  ___________________________________________________________________
 JV2906* NAD 83(1986)-  39 15 04.     (N)    077 57 22.     (W)     SCALED    
 JV2906* NAVD 88     -       188.807  (meters)     619.44   (feet)  ADJUSTED  
 JV2906  ___________________________________________________________________
 JV2906  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JV2906  DYNAMIC HT  -         188.690 (meters)     619.06  (feet)  COMP
 JV2906  MODELED GRAV-     980,003.4   (mgal)                       NAVD 88
 JV2906
 JV2906  VERT ORDER  -  FIRST     CLASS II
 JV2906
 JV2906.The horizontal coordinates were scaled from a topographic map and have
 JV2906.an estimated accuracy of +/- 6 seconds.
 JV2906
 JV2906.The orthometric height was determined by differential leveling
 JV2906.and adjusted by the National Geodetic Survey in June 1991..
 JV2906
 JV2906.The geoid height was determined by GEOID03.
 JV2906
 JV2906.The dynamic height is computed by dividing the NAVD 88
 JV2906.geopotential number by the normal gravity value computed on the
 JV2906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2906.degrees latitude (g = 980.6199 gals.).
 JV2906
 JV2906.The modeled gravity was interpolated from observed gravity values.
 JV2906
 JV2906;                    North         East    Units  Estimated Accuracy
 JV2906;SPC WV N     -    84,530.      733,260.      MT  (+/- 180 meters Scaled)
 JV2906
 JV2906                          SUPERSEDED SURVEY CONTROL
 JV2906
 JV2906  NGVD 29 (??/??/??)  188.969  (m)          619.98   (f) ADJUSTED    1 2
 JV2906
 JV2906.Superseded values are not recommended for survey control.
 JV2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2906.See file dsdata.txt to determine how the superseded data were derived.
 JV2906
 JV2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ449488(NAD 83)
 JV2906_MARKER: DB = BENCH MARK DISK
 JV2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2906_STAMPING: 619.976 A 1 1929
 JV2906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2906+STABILITY: SURFACE MOTION
 JV2906
 JV2906  HISTORY     - Date     Condition        Report By
 JV2906  HISTORY     - 1929     MONUMENTED       CGS
 JV2906  HISTORY     - 1942     GOOD             CGS
 JV2906  HISTORY     - 1983     MARK NOT FOUND   NGS
 JV2906
 JV2906                          STATION DESCRIPTION
 JV2906
 JV2906'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JV2906'AT SUMMIT POINT.
 JV2906'AT SUMMIT POINT, JEFFERSON COUNTY, 0.1 MILE EAST ALONG THE
 JV2906'BALTIMORE AND OHIO RAILROAD FROM THE STATION, 110 FEET SOUTHWEST
 JV2906'OF THE CENTER OF A ROAD CROSSING, 34 FEET SOUTH OF THE CENTERLINE
 JV2906'OF THE TRACK, 80 FEET NORTH OF THE CENTERLINE OF A ROAD, AND 3
 JV2906'FEET SOUTH OF A ROW OF POLES.  A STANDARD DISK, STAMPED 619.976
 JV2906'A 1 1929 AND SET IN THE TOP OF A CONCRETE POST.
 JV2906
 JV2906                          STATION RECOVERY (1942)
 JV2906
 JV2906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 JV2906'RECOVERED IN GOOD CONDITION.
 JV2906
 JV2906                          STATION RECOVERY (1983)
 JV2906
 JV2906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2906'SEARCHED FOR NOT RECOVERED, CONCRETE POST FOUND WITH TOP BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1248 ***********************************************************************
 JX1248  DESIGNATION -  A 101
 JX1248  PID         -  JX1248
 JX1248  STATE/COUNTY-  WV/WOOD
 JX1248  USGS QUAD   -  LUBECK (1994)
 JX1248
 JX1248                         *CURRENT SURVEY CONTROL
 JX1248  ___________________________________________________________________
 JX1248* NAD 83(1986)-  39 08 53.     (N)    081 37 57.     (W)     SCALED    
 JX1248* NAVD 88     -       208.900  (meters)     685.37   (feet)  ADJUSTED  
 JX1248  ___________________________________________________________________
 JX1248  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JX1248  DYNAMIC HT  -         208.769 (meters)     684.94  (feet)  COMP
 JX1248  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 JX1248
 JX1248  VERT ORDER  -  SECOND    CLASS 0
 JX1248
 JX1248.The horizontal coordinates were scaled from a topographic map and have
 JX1248.an estimated accuracy of +/- 6 seconds.
 JX1248
 JX1248.The orthometric height was determined by differential leveling
 JX1248.and adjusted by the National Geodetic Survey in June 1991..
 JX1248
 JX1248.The geoid height was determined by GEOID03.
 JX1248
 JX1248.The dynamic height is computed by dividing the NAVD 88
 JX1248.geopotential number by the normal gravity value computed on the
 JX1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1248.degrees latitude (g = 980.6199 gals.).
 JX1248
 JX1248.The modeled gravity was interpolated from observed gravity values.
 JX1248
 JX1248;                    North         East    Units  Estimated Accuracy
 JX1248;SPC WV N     -    74,130.      415,680.      MT  (+/- 180 meters Scaled)
 JX1248
 JX1248                          SUPERSEDED SURVEY CONTROL
 JX1248
 JX1248  NGVD 29 (??/??/92)  209.082  (m)          685.96   (f) ADJ UNCH    2 0
 JX1248
 JX1248.Superseded values are not recommended for survey control.
 JX1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1248.See file dsdata.txt to determine how the superseded data were derived.
 JX1248
 JX1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD453333(NAD 83)
 JX1248_MARKER: DB = BENCH MARK DISK
 JX1248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1248_SP_SET: BRIDGE
 JX1248_STAMPING: A 101 1956
 JX1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1248
 JX1248  HISTORY     - Date     Condition        Report By
 JX1248  HISTORY     - 1956     MONUMENTED       CGS
 JX1248  HISTORY     - 1976     GOOD             NGS
 JX1248
 JX1248                          STATION DESCRIPTION
 JX1248
 JX1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1248'0.2 MI SE FROM WADEVILLE.
 JX1248'0.25 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER NORTH
 JX1248'FORK OF LEE CREEK AT WADEVILLE, IN THE TOP OF THE SOUTH END OF
 JX1248'EAST HEAD WALL OF AN 18-FOOT BRIDGE OVER LICK RUN, 16 FEET EAST
 JX1248'OF CENTER LINE OF GRAVEL ROAD, 44 FEET SOUTH-SOUTHEAST OF CENTER
 JX1248'OF JUNCTION OF DIRT ROAD NORTHEAST, 40 FEET SOUTHEAST OF CENTER
 JX1248'LINE OF ROAD NORTHEAST, 1 FOOT NORTH OF SOUTH END OF HEAD WALL
 JX1248'AND ABOUT LEVEL WITH GRAVEL ROAD.
 JX1248
 JX1248                          STATION RECOVERY (1976)
 JX1248
 JX1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1285 ***********************************************************************
 JX1285  DESIGNATION -  A 102
 JX1285  PID         -  JX1285
 JX1285  STATE/COUNTY-  WV/JACKSON
 JX1285  USGS QUAD   -  POND CREEK (1994)
 JX1285
 JX1285                         *CURRENT SURVEY CONTROL
 JX1285  ___________________________________________________________________
 JX1285* NAD 83(1986)-  39 01 12.     (N)    081 39 40.     (W)     SCALED    
 JX1285* NAVD 88     -       299.155  (meters)     981.48   (feet)  ADJUSTED  
 JX1285  ___________________________________________________________________
 JX1285  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX1285  DYNAMIC HT  -         298.965 (meters)     980.85  (feet)  COMP
 JX1285  MODELED GRAV-     979,985.3   (mgal)                       NAVD 88
 JX1285
 JX1285  VERT ORDER  -  SECOND    CLASS 0
 JX1285
 JX1285.The horizontal coordinates were scaled from a topographic map and have
 JX1285.an estimated accuracy of +/- 6 seconds.
 JX1285
 JX1285.The orthometric height was determined by differential leveling
 JX1285.and adjusted by the National Geodetic Survey in June 1991..
 JX1285
 JX1285.The geoid height was determined by GEOID03.
 JX1285
 JX1285.The dynamic height is computed by dividing the NAVD 88
 JX1285.geopotential number by the normal gravity value computed on the
 JX1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1285.degrees latitude (g = 980.6199 gals.).
 JX1285
 JX1285.The modeled gravity was interpolated from observed gravity values.
 JX1285
 JX1285;                    North         East    Units  Estimated Accuracy
 JX1285;SPC WV S     -   224,410.      542,750.      MT  (+/- 180 meters Scaled)
 JX1285
 JX1285                          SUPERSEDED SURVEY CONTROL
 JX1285
 JX1285  NGVD 29 (??/??/92)  299.324  (m)          982.03   (f) ADJ UNCH    2 0
 JX1285
 JX1285.Superseded values are not recommended for survey control.
 JX1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1285.See file dsdata.txt to determine how the superseded data were derived.
 JX1285
 JX1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD427192(NAD 83)
 JX1285_MARKER: DB = BENCH MARK DISK
 JX1285_SETTING: 66 = SET IN ROCK OUTCROP
 JX1285_SP_SET: ROCK LEDGE
 JX1285_STAMPING: A 102 1956
 JX1285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1285+STABILITY: POSITION/ELEVATION WELL
 JX1285
 JX1285  HISTORY     - Date     Condition        Report By
 JX1285  HISTORY     - 1956     MONUMENTED       CGS
 JX1285
 JX1285                          STATION DESCRIPTION
 JX1285
 JX1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1285'12.4 MI SW FROM ROCKPORT.
 JX1285'0.15 MILE SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1285'ROCKPORT THENCE ABOUT 6.65 MILES SOUTHWEST AND WEST ALONG A
 JX1285'GRAVEL ROAD LEADING TO BELLEVILLE THENCE ABOUT 2.2 MILES
 JX1285'SOUTHEAST ALONG A NARROW GRAVEL ROAD, THENCE ABOUT 1.65 MILES
 JX1285'WEST AND SOUTHWEST ALONG A DIRT ROAD, THENCE ABOUT 0.2 MILE WEST
 JX1285'ALONG A GRAVEL ROAD, THENCE ABOUT 1.55 MILES SOUTH AND
 JX1285'SOUTHWEST ALONG A DIRT ROAD, AT JUNCTION OF A DIM DIRT ROAD
 JX1285'LEADING WEST, 116 FEET WEST OF CENTER LINE OF NORTH-SOUTH DIRT
 JX1285'ROAD, 13 FEET NORTH OF CENTER LINE OF ROAD WEST, SET IN THE
 JX1285'TOP OF A SANDSTONE LEDGE ABOUT 10 BY 5 FEET, 3 FEET SOUTHEAST
 JX1285'OF A 12-INCH TRIANGULE CHISELED IN FACE OF LEDGE, 3 FEET
 JX1285'SOUTHEAST OF A 3/4-INCH HOLE DRILLED IN SOUTH FACE OF LEDGE AND
 JX1285'ABOUT 3 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM
 JX1285'THE SCHOOL AT CUBA, JACKSON COUNTY, BY GOING ABOUT 1.2 MILES
 JX1285'NORTH ALONG A NARROW GRAVEL ROAD, THENCE ABOUT 0.6 MILE NORTH
 JX1285'AND NORTHWEST ALONG A DIRT ROAD, THENCE ABOUT 0.65 MILE
 JX1285'NORTHEAST ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2677 ***********************************************************************
 HX2677  DESIGNATION -  A 103
 HX2677  PID         -  HX2677
 HX2677  STATE/COUNTY-  WV/JACKSON
 HX2677  USGS QUAD   -  SANDYVILLE (1988)
 HX2677
 HX2677                         *CURRENT SURVEY CONTROL
 HX2677  ___________________________________________________________________
 HX2677* NAD 83(1986)-  38 56 50.     (N)    081 37 34.     (W)     SCALED    
 HX2677* NAVD 88     -       189.102  (meters)     620.41   (feet)  ADJUSTED  
 HX2677  ___________________________________________________________________
 HX2677  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 HX2677  DYNAMIC HT  -         188.980 (meters)     620.01  (feet)  COMP
 HX2677  MODELED GRAV-     979,980.4   (mgal)                       NAVD 88
 HX2677
 HX2677  VERT ORDER  -  SECOND    CLASS 0
 HX2677
 HX2677.The horizontal coordinates were scaled from a topographic map and have
 HX2677.an estimated accuracy of +/- 6 seconds.
 HX2677
 HX2677.The orthometric height was determined by differential leveling
 HX2677.and adjusted by the National Geodetic Survey in June 1991..
 HX2677
 HX2677.The geoid height was determined by GEOID03.
 HX2677
 HX2677.The dynamic height is computed by dividing the NAVD 88
 HX2677.geopotential number by the normal gravity value computed on the
 HX2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2677.degrees latitude (g = 980.6199 gals.).
 HX2677
 HX2677.The modeled gravity was interpolated from observed gravity values.
 HX2677
 HX2677;                    North         East    Units  Estimated Accuracy
 HX2677;SPC WV S     -   216,310.      545,720.      MT  (+/- 180 meters Scaled)
 HX2677
 HX2677                          SUPERSEDED SURVEY CONTROL
 HX2677
 HX2677  NGVD 29 (??/??/92)  189.274  (m)          620.98   (f) ADJ UNCH    2 0
 HX2677
 HX2677.Superseded values are not recommended for survey control.
 HX2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2677.See file dsdata.txt to determine how the superseded data were derived.
 HX2677
 HX2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD457111(NAD 83)
 HX2677_MARKER: DB = BENCH MARK DISK
 HX2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2677_STAMPING: A 103 1956
 HX2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2677+STABILITY: SURFACE MOTION
 HX2677
 HX2677  HISTORY     - Date     Condition        Report By
 HX2677  HISTORY     - 1956     MONUMENTED       CGS
 HX2677  HISTORY     - 1976     GOOD             NGS
 HX2677
 HX2677                          STATION DESCRIPTION
 HX2677
 HX2677'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2677'3.7 MI N FROM NEW ERA.
 HX2677'ABOUT 3.7 MILES NORTH ALONG U.S. HIGHWAY 21 FROM GILMORE HIGH
 HX2677'SCHOOL AT NEW ERA, ABOUT 1.5 MILES SOUTH OF BALDERSONS STORE
 HX2677'AT LOCKHART, ON THE OUTSIDE AND AT THE NORTHEAST END OF A CURVE
 HX2677'WITH TANGENTS EXTENDING NORTHEAST AND SOUTH-SOUTHEAST, ABOUT
 HX2677'0.8 MILE NORTH OF DRIFT RUN METHODIST CHURCH AND CEMETERY, 42
 HX2677'FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 151 FEET
 HX2677'NORTH-NORTHWEST AND ACROSS HIGHWAY FROM E.R. DUKE RESIDENCE, 75
 HX2677'FEET NORTHEAST OF NORTH CORNER OF CONCRETE BLOCK BUILDING AND
 HX2677'ABOUT IN LINE WITH THE EXTENDED NORTHWEST FACE, 25 FEET SOUTHEAST
 HX2677'OF A POWER POLE WITH A TRANSFORMER AND A BRANCH LINE LEADING TO
 HX2677'DUKE RESIDENCE, 3 FEET NORTH-NORTHEAST OF A FENCE CORNER, 2
 HX2677'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 HX2677'BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HX2677'PROJECTING 3 INCHES.
 HX2677
 HX2677                          STATION RECOVERY (1976)
 HX2677
 HX2677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2463 ***********************************************************************
 HX2463  DESIGNATION -  A 104
 HX2463  PID         -  HX2463
 HX2463  STATE/COUNTY-  WV/JACKSON
 HX2463  USGS QUAD   -  RIPLEY (1975)
 HX2463
 HX2463                         *CURRENT SURVEY CONTROL
 HX2463  ___________________________________________________________________
 HX2463* NAD 83(1986)-  38 49 03.     (N)    081 39 56.     (W)     SCALED    
 HX2463* NAVD 88     -       260.686  (meters)     855.27   (feet)  ADJUSTED  
 HX2463  ___________________________________________________________________
 HX2463  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HX2463  DYNAMIC HT  -         260.516 (meters)     854.71  (feet)  COMP
 HX2463  MODELED GRAV-     979,968.9   (mgal)                       NAVD 88
 HX2463
 HX2463  VERT ORDER  -  SECOND    CLASS 0
 HX2463
 HX2463.The horizontal coordinates were scaled from a topographic map and have
 HX2463.an estimated accuracy of +/- 6 seconds.
 HX2463
 HX2463.The orthometric height was determined by differential leveling
 HX2463.and adjusted by the National Geodetic Survey in June 1991..
 HX2463
 HX2463.The geoid height was determined by GEOID03.
 HX2463
 HX2463.The dynamic height is computed by dividing the NAVD 88
 HX2463.geopotential number by the normal gravity value computed on the
 HX2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2463.degrees latitude (g = 980.6199 gals.).
 HX2463
 HX2463.The modeled gravity was interpolated from observed gravity values.
 HX2463
 HX2463;                    North         East    Units  Estimated Accuracy
 HX2463;SPC WV S     -   201,940.      542,200.      MT  (+/- 180 meters Scaled)
 HX2463
 HX2463                          SUPERSEDED SURVEY CONTROL
 HX2463
 HX2463  NGVD 29 (??/??/92)  260.859  (m)          855.83   (f) ADJ UNCH    2 0
 HX2463
 HX2463.Superseded values are not recommended for survey control.
 HX2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2463.See file dsdata.txt to determine how the superseded data were derived.
 HX2463
 HX2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC422967(NAD 83)
 HX2463_MARKER: DB = BENCH MARK DISK
 HX2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2463_STAMPING: A 104 1956
 HX2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2463+STABILITY: SURFACE MOTION
 HX2463
 HX2463  HISTORY     - Date     Condition        Report By
 HX2463  HISTORY     - 1956     MONUMENTED       CGS
 HX2463
 HX2463                          STATION DESCRIPTION
 HX2463
 HX2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2463'3 MI E FROM RIPLEY.
 HX2463'ABOUT 3.0 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX2463'AT RIPLEY, ABOUT 0.85 MILE WEST OF THE JUNCTION OF A BLACK TOP
 HX2463'ROAD LEADING SOUTHEAST TO GAY, ABOUT 165 YARDS NORTHWEST OF
 HX2463'CROSSING OF A UNITED GAS PIPE LINE, NEAR THE NORTHWEST END OF A
 HX2463'CUT, 37 FEET NORTH-NORTHEAST OF CENTER LINE OF HIGHWAY, 71 1/2
 HX2463'FEET NORTHWEST OF TELEPHONE CABLE POLE NO. 24/60, 6 FEET SOUTHWEST
 HX2463'OF CENTER OF AN ABANDONED ROAD BED LEADING NORTHWEST, 253 FEET
 HX2463'EAST-SOUTHEAST OF CENTER OF JUNCTION OF A PRIVATE ROAD LEADING
 HX2463'NORTHEAST, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 HX2463'ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 HX2463'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2551 ***********************************************************************
 HX2551  DESIGNATION -  A 105
 HX2551  PID         -  HX2551
 HX2551  STATE/COUNTY-  WV/PUTNAM
 HX2551  USGS QUAD   -  SISSONVILLE (1958)
 HX2551
 HX2551                         *CURRENT SURVEY CONTROL
 HX2551  ___________________________________________________________________
 HX2551* NAD 83(1986)-  38 37 20.     (N)    081 42 39.     (W)     SCALED    
 HX2551* NAVD 88     -       309.884  (meters)    1016.68   (feet)  ADJUSTED  
 HX2551  ___________________________________________________________________
 HX2551  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HX2551  DYNAMIC HT  -         309.675 (meters)    1015.99  (feet)  COMP
 HX2551  MODELED GRAV-     979,944.0   (mgal)                       NAVD 88
 HX2551
 HX2551  VERT ORDER  -  SECOND    CLASS 0
 HX2551
 HX2551.The horizontal coordinates were scaled from a topographic map and have
 HX2551.an estimated accuracy of +/- 6 seconds.
 HX2551
 HX2551.The orthometric height was determined by differential leveling
 HX2551.and adjusted by the National Geodetic Survey in June 1991..
 HX2551
 HX2551.The geoid height was determined by GEOID03.
 HX2551
 HX2551.The dynamic height is computed by dividing the NAVD 88
 HX2551.geopotential number by the normal gravity value computed on the
 HX2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2551.degrees latitude (g = 980.6199 gals.).
 HX2551
 HX2551.The modeled gravity was interpolated from observed gravity values.
 HX2551
 HX2551;                    North         East    Units  Estimated Accuracy
 HX2551;SPC WV S     -   180,290.      538,100.      MT  (+/- 180 meters Scaled)
 HX2551
 HX2551                          SUPERSEDED SURVEY CONTROL
 HX2551
 HX2551  NGVD 29 (??/??/92)  310.070  (m)         1017.29   (f) ADJ UNCH    2 0
 HX2551
 HX2551.Superseded values are not recommended for survey control.
 HX2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2551.See file dsdata.txt to determine how the superseded data were derived.
 HX2551
 HX2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC381750(NAD 83)
 HX2551_MARKER: DB = BENCH MARK DISK
 HX2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2551_STAMPING: A 105 1956
 HX2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2551+STABILITY: SURFACE MOTION
 HX2551
 HX2551  HISTORY     - Date     Condition        Report By
 HX2551  HISTORY     - 1956     MONUMENTED       CGS
 HX2551
 HX2551                          STATION DESCRIPTION
 HX2551
 HX2551'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2551'2 MI NE FROM LIBERTY.
 HX2551'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE SCHOOL
 HX2551'AT LIBERTY, ABOUT 0.5 MILE NORTH OF JUNCTION OF A BLACK TOP ROAD
 HX2551'LEADING SOUTHEAST INTO ALLEN FORK, ABOUT 100 YARDS SOUTHWEST
 HX2551'OF JUNCTION OF A DIRT ROAD SOUTHEAST, 20 FEET SOUTHEAST OF CENTER
 HX2551'LINE OF HIGHWAY, 1 FOOT NORTHWEST OF A FENCE LINE, 43 FEET
 HX2551'SOUTHEAST AND AT RIGHT ANGLE ACROSS HIGHWAY FROM TELEPHONE POLE
 HX2551'NO. 383/158, 30 FEET EAST OF CENTER OF JUNCTION OF A DRIVE SOUTH
 HX2551'TO AN ASBESTOS SIDING HILLTOP HOUSE, 64 FEET NORTH-NORTHEAST OF
 HX2551'TELEPHONE POLE NO. 383/157, 2 FEET SOUTHWEST OF A WHITE WOODEN
 HX2551'WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 HX2551'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2498 ***********************************************************************
 HX2498  DESIGNATION -  A 106
 HX2498  PID         -  HX2498
 HX2498  STATE/COUNTY-  WV/JACKSON
 HX2498  USGS QUAD   -  KENTUCK (1975)
 HX2498
 HX2498                         *CURRENT SURVEY CONTROL
 HX2498  ___________________________________________________________________
 HX2498* NAD 83(1986)-  38 44 35.     (N)    081 34 51.     (W)     SCALED    
 HX2498* NAVD 88     -       290.228  (meters)     952.19   (feet)  ADJUSTED  
 HX2498  ___________________________________________________________________
 HX2498  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HX2498  DYNAMIC HT  -         290.036 (meters)     951.56  (feet)  COMP
 HX2498  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 HX2498
 HX2498  VERT ORDER  -  SECOND    CLASS 0
 HX2498
 HX2498.The horizontal coordinates were scaled from a topographic map and have
 HX2498.an estimated accuracy of +/- 6 seconds.
 HX2498
 HX2498.The orthometric height was determined by differential leveling
 HX2498.and adjusted by the National Geodetic Survey in June 1991..
 HX2498
 HX2498.The geoid height was determined by GEOID03.
 HX2498
 HX2498.The dynamic height is computed by dividing the NAVD 88
 HX2498.geopotential number by the normal gravity value computed on the
 HX2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2498.degrees latitude (g = 980.6199 gals.).
 HX2498
 HX2498.The modeled gravity was interpolated from observed gravity values.
 HX2498
 HX2498;                    North         East    Units  Estimated Accuracy
 HX2498;SPC WV S     -   193,620.      549,510.      MT  (+/- 180 meters Scaled)
 HX2498
 HX2498                          SUPERSEDED SURVEY CONTROL
 HX2498
 HX2498  NGVD 29 (??/??/92)  290.402  (m)          952.76   (f) ADJ UNCH    2 0
 HX2498
 HX2498.Superseded values are not recommended for survey control.
 HX2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2498.See file dsdata.txt to determine how the superseded data were derived.
 HX2498
 HX2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC495884(NAD 83)
 HX2498_MARKER: DB = BENCH MARK DISK
 HX2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2498_STAMPING: A 106 1956
 HX2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2498+STABILITY: SURFACE MOTION
 HX2498
 HX2498  HISTORY     - Date     Condition        Report By
 HX2498  HISTORY     - 1956     MONUMENTED       CGS
 HX2498
 HX2498                          STATION DESCRIPTION
 HX2498
 HX2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2498'3.2 MI E FROM STATTS MILLS.
 HX2498'ABOUT 3.15 MILES EAST ALONG A GRAVEL ROAD LEADING TO HARMONY
 HX2498'FROM THE POST OFFICE AT STATTS MILLS, ABOUT 0.2 MILE NORTHWEST
 HX2498'OF JUNCTION OF A ROAD SOUTH, ABOUT 125 YARDS SOUTHEAST OF
 HX2498'THE BOTTOM OF GRADES, 19 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 HX2498'58 FEET NORTHWEST OF A GAP IN FENCE LINE, 1 FOOT NORTHEAST OF A
 HX2498'WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD AND
 HX2498'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2366 ***********************************************************************
 HX2366  DESIGNATION -  A 107
 HX2366  PID         -  HX2366
 HX2366  STATE/COUNTY-  WV/JACKSON
 HX2366  USGS QUAD   -  RIPLEY (1975)
 HX2366
 HX2366                         *CURRENT SURVEY CONTROL
 HX2366  ___________________________________________________________________
 HX2366* NAD 83(1986)-  38 46 15.     (N)    081 44 13.     (W)     SCALED    
 HX2366* NAVD 88     -       187.348  (meters)     614.66   (feet)  ADJUSTED  
 HX2366  ___________________________________________________________________
 HX2366  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HX2366  DYNAMIC HT  -         187.225 (meters)     614.25  (feet)  COMP
 HX2366  MODELED GRAV-     979,964.6   (mgal)                       NAVD 88
 HX2366
 HX2366  VERT ORDER  -  SECOND    CLASS 0
 HX2366
 HX2366.The horizontal coordinates were scaled from a topographic map and have
 HX2366.an estimated accuracy of +/- 6 seconds.
 HX2366
 HX2366.The orthometric height was determined by differential leveling
 HX2366.and adjusted by the National Geodetic Survey in June 1991..
 HX2366
 HX2366.The geoid height was determined by GEOID03.
 HX2366
 HX2366.The dynamic height is computed by dividing the NAVD 88
 HX2366.geopotential number by the normal gravity value computed on the
 HX2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2366.degrees latitude (g = 980.6199 gals.).
 HX2366
 HX2366.The modeled gravity was interpolated from observed gravity values.
 HX2366
 HX2366;                    North         East    Units  Estimated Accuracy
 HX2366;SPC WV S     -   196,800.      535,960.      MT  (+/- 180 meters Scaled)
 HX2366
 HX2366                          SUPERSEDED SURVEY CONTROL
 HX2366
 HX2366  NGVD 29 (??/??/92)  187.529  (m)          615.25   (f) ADJ UNCH    2 0
 HX2366
 HX2366.Superseded values are not recommended for survey control.
 HX2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2366.See file dsdata.txt to determine how the superseded data were derived.
 HX2366
 HX2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC359916(NAD 83)
 HX2366_MARKER: DB = BENCH MARK DISK
 HX2366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2366_SP_SET: ABUTMENT
 HX2366_STAMPING: A 107 1956
 HX2366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2366
 HX2366  HISTORY     - Date     Condition        Report By
 HX2366  HISTORY     - 1956     MONUMENTED       CGS
 HX2366
 HX2366                          STATION DESCRIPTION
 HX2366
 HX2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2366'3.1 MI N FROM GIVEN.
 HX2366'ABOUT 3.1 MILES NORTH ALONG A GRAVEL ROAD FROM PARCHMENT CHAPEL
 HX2366'AT GIVEN, ABOUT 0.1 MILE SOUTH OF JUNCTION OF A GRAVEL ROAD
 HX2366'LEADING EAST TO U.S. HIGHWAY 21 AND A CURVE IN MAIN ROAD WITH
 HX2366'TANGENTS EXTENDING SOUTH AND NORTHWEST, IN THE TOP OF THE WEST
 HX2366'END OF NORTH CONCRETE ABUTMENT OF A 48-FOOT CONCRETE AND STEEL
 HX2366'BRIDGE OVER COX FORK OF PARCHMENT CREEK, 12 FEET WEST OF CENTER
 HX2366'LINE OF ROAD, 1 1/4 FEET WEST OF STEEL BANISTER AND ABOUT LEVEL
 HX2366'WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2316 ***********************************************************************
 HX2316  DESIGNATION -  A 108
 HX2316  PID         -  HX2316
 HX2316  STATE/COUNTY-  WV/JACKSON
 HX2316  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2316
 HX2316                         *CURRENT SURVEY CONTROL
 HX2316  ___________________________________________________________________
 HX2316* NAD 83(1986)-  38 47 03.     (N)    081 49 16.     (W)     SCALED    
 HX2316* NAVD 88     -       289.889  (meters)     951.08   (feet)  ADJUSTED  
 HX2316  ___________________________________________________________________
 HX2316  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HX2316  DYNAMIC HT  -         289.698 (meters)     950.45  (feet)  COMP
 HX2316  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 HX2316
 HX2316  VERT ORDER  -  SECOND    CLASS 0
 HX2316
 HX2316.The horizontal coordinates were scaled from a topographic map and have
 HX2316.an estimated accuracy of +/- 6 seconds.
 HX2316
 HX2316.The orthometric height was determined by differential leveling
 HX2316.and adjusted by the National Geodetic Survey in June 1991..
 HX2316
 HX2316.The geoid height was determined by GEOID03.
 HX2316
 HX2316.The dynamic height is computed by dividing the NAVD 88
 HX2316.geopotential number by the normal gravity value computed on the
 HX2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2316.degrees latitude (g = 980.6199 gals.).
 HX2316
 HX2316.The modeled gravity was interpolated from observed gravity values.
 HX2316
 HX2316;                    North         East    Units  Estimated Accuracy
 HX2316;SPC WV S     -   198,340.      528,660.      MT  (+/- 180 meters Scaled)
 HX2316
 HX2316                          SUPERSEDED SURVEY CONTROL
 HX2316
 HX2316  NGVD 29 (??/??/92)  290.070  (m)          951.67   (f) ADJ UNCH    2 0
 HX2316
 HX2316.Superseded values are not recommended for survey control.
 HX2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2316.See file dsdata.txt to determine how the superseded data were derived.
 HX2316
 HX2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC286931(NAD 83)
 HX2316_MARKER: DB = BENCH MARK DISK
 HX2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2316_STAMPING: A 108 1956
 HX2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2316+STABILITY: SURFACE MOTION
 HX2316
 HX2316  HISTORY     - Date     Condition        Report By
 HX2316  HISTORY     - 1956     MONUMENTED       CGS
 HX2316
 HX2316                          STATION DESCRIPTION
 HX2316
 HX2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2316'3.8 MI SW FROM EVANS.
 HX2316'ABOUT 3.75 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE
 HX2316'JUNCTION OF U.S. HIGHWAY 33 AT EVANS, ABOUT 0.7 MILE NORTHEAST
 HX2316'OF THE MASON-JACKSON COUNTY LINE, ABOUT 0.6 MILE SOUTHWEST OF
 HX2316'LONGVIEW METHODIST CHURCH AND CEMETERY, 27 FEET SOUTHEAST OF
 HX2316'CENTER LINE OF HIGHWAY, 84 FEET SOUTH AND ACROSS HIGHWAY FROM
 HX2316'POWER POLE NO. 47-7947 833 A 11, 6 FEET SOUTHWEST OF THE EXTENDED
 HX2316'CENTER OF STONE STEPS LEADING NORTHWEST AND UPHILL TO AN L SHAPED
 HX2316'HOUSE WITH IMITATION BRICK SIDING, 1 FOOT NORTHWEST OF A FENCE
 HX2316'LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2
 HX2316'FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HX2316'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0792 ***********************************************************************
 HY0792  DESIGNATION -  A 109
 HY0792  PID         -  HY0792
 HY0792  STATE/COUNTY-  WV/WAYNE
 HY0792  USGS QUAD   -  CATLETTSBURG (1985)
 HY0792
 HY0792                         *CURRENT SURVEY CONTROL
 HY0792  ___________________________________________________________________
 HY0792* NAD 83(1986)-  38 23 29.     (N)    082 33 33.     (W)     SCALED    
 HY0792* NAVD 88     -       170.961  (meters)     560.89   (feet)  ADJUSTED  
 HY0792  ___________________________________________________________________
 HY0792  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HY0792  DYNAMIC HT  -         170.845 (meters)     560.51  (feet)  COMP
 HY0792  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 HY0792
 HY0792  VERT ORDER  -  FIRST     CLASS II
 HY0792
 HY0792.The horizontal coordinates were scaled from a topographic map and have
 HY0792.an estimated accuracy of +/- 6 seconds.
 HY0792
 HY0792.The orthometric height was determined by differential leveling
 HY0792.and adjusted by the National Geodetic Survey in June 1991..
 HY0792
 HY0792.The geoid height was determined by GEOID03.
 HY0792
 HY0792.The dynamic height is computed by dividing the NAVD 88
 HY0792.geopotential number by the normal gravity value computed on the
 HY0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0792.degrees latitude (g = 980.6199 gals.).
 HY0792
 HY0792.The modeled gravity was interpolated from observed gravity values.
 HY0792
 HY0792;                    North         East    Units  Estimated Accuracy
 HY0792;SPC WV S     -   155,580.      463,800.      MT  (+/- 180 meters Scaled)
 HY0792
 HY0792                          SUPERSEDED SURVEY CONTROL
 HY0792
 HY0792  NGVD 29 (??/??/92)  171.137  (m)          561.47   (f) ADJ UNCH    1 2
 HY0792
 HY0792.Superseded values are not recommended for survey control.
 HY0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0792.See file dsdata.txt to determine how the superseded data were derived.
 HY0792
 HY0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC638503(NAD 83)
 HY0792_MARKER: DB = BENCH MARK DISK
 HY0792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0792_SP_SET: FLOOD WALL
 HY0792_STAMPING: A 109 1956
 HY0792_MARK LOGO: CGS   
 HY0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0792
 HY0792  HISTORY     - Date     Condition        Report By
 HY0792  HISTORY     - 1956     MONUMENTED       CGS
 HY0792  HISTORY     - 1984     GOOD             NGS
 HY0792
 HY0792                          STATION DESCRIPTION
 HY0792
 HY0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0792'AT CEREDO.
 HY0792'AT CEREDO, ABOUT 0.3 MILE SOUTHEAST ALONG ROAD LEADING TO TRI-STATE
 HY0792'AIRPORT FROM THE JUNCTION OF U.S. HIGHWAY 60, 67 YARDS EAST OF
 HY0792'INTERSECTION OF MAIN AND HIGH STREETS, 12 FEET NORTH OF CENTER
 HY0792'LINE OF HIGH STREET, IN THE TOP AND 2 FEET EAST OF WEST END OF
 HY0792'CONCRETE FLOOD WALL AND 4 1/2 FEET ABOVE LEVEL OF HIGH STREET.
 HY0792
 HY0792                          STATION RECOVERY (1984)
 HY0792
 HY0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1508 ***********************************************************************
 HX1508  DESIGNATION -  A 11
 HX1508  PID         -  HX1508
 HX1508  STATE/COUNTY-  WV/BRAXTON
 HX1508  USGS QUAD   -  SUTTON (1976)
 HX1508
 HX1508                         *CURRENT SURVEY CONTROL
 HX1508  ___________________________________________________________________
 HX1508* NAD 83(1986)-  38 41 30.     (N)    080 40 21.     (W)     SCALED    
 HX1508* NAVD 88     -       306.720  (meters)    1006.30   (feet)  ADJUSTED  
 HX1508  ___________________________________________________________________
 HX1508  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HX1508  DYNAMIC HT  -         306.510 (meters)    1005.61  (feet)  COMP
 HX1508  MODELED GRAV-     979,933.7   (mgal)                       NAVD 88
 HX1508
 HX1508  VERT ORDER  -  SECOND    CLASS 0
 HX1508
 HX1508.The horizontal coordinates were scaled from a topographic map and have
 HX1508.an estimated accuracy of +/- 6 seconds.
 HX1508
 HX1508.The orthometric height was determined by differential leveling
 HX1508.and adjusted by the National Geodetic Survey in June 1991..
 HX1508
 HX1508.The geoid height was determined by GEOID03.
 HX1508
 HX1508.The dynamic height is computed by dividing the NAVD 88
 HX1508.geopotential number by the normal gravity value computed on the
 HX1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1508.degrees latitude (g = 980.6199 gals.).
 HX1508
 HX1508.The modeled gravity was interpolated from observed gravity values.
 HX1508
 HX1508;                    North         East    Units  Estimated Accuracy
 HX1508;SPC WV S     -   187,810.      628,490.      MT  (+/- 180 meters Scaled)
 HX1508
 HX1508                          SUPERSEDED SURVEY CONTROL
 HX1508
 HX1508  NGVD 29 (??/??/92)  306.903  (m)         1006.90   (f) ADJ UNCH    2 0
 HX1508
 HX1508.Superseded values are not recommended for survey control.
 HX1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1508.See file dsdata.txt to determine how the superseded data were derived.
 HX1508
 HX1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC284826(NAD 83)
 HX1508_MARKER: DB = BENCH MARK DISK
 HX1508_SETTING: 66 = SET IN ROCK OUTCROP
 HX1508_SP_SET: ROCK OUTCROP
 HX1508_STAMPING: A 11 1933
 HX1508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1508+STABILITY: POSITION/ELEVATION WELL
 HX1508
 HX1508  HISTORY     - Date     Condition        Report By
 HX1508  HISTORY     - 1933     MONUMENTED       CGS
 HX1508  HISTORY     - 1965     MARK NOT FOUND   NGS
 HX1508
 HX1508                          STATION DESCRIPTION
 HX1508
 HX1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1508'2.2 MI S FROM FLAT WOODS.
 HX1508'2.2 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE BALTIMORE AND OHIO
 HX1508'RAILROAD STATION AT FLAT WOODS, BRAXTON COUNTY, 178 YARDS NORTH
 HX1508'OF THE CONCRETE BRIDGE OVER LAUREL FORK, AT THE NORTH END OF A
 HX1508'20-FOOT CUT, IN THE TOP OF A LARGE FLAT ROCK OUTCROP, 6 YARDS
 HX1508'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET HIGHER THAN
 HX1508'THE HIGHWAY.  A STANDARD DISK, STAMPED A 11 1933.
 HX1508
 HX1508                          STATION RECOVERY (1965)
 HX1508
 HX1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HX1508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2340 ***********************************************************************
 HX2340  DESIGNATION -  A 110
 HX2340  PID         -  HX2340
 HX2340  STATE/COUNTY-  WV/JACKSON
 HX2340  USGS QUAD   -  MOUNT ALTO (1994)
 HX2340
 HX2340                         *CURRENT SURVEY CONTROL
 HX2340  ___________________________________________________________________
 HX2340* NAD 83(1986)-  38 52 24.     (N)    081 52 35.     (W)     SCALED    
 HX2340* NAVD 88     -       176.201  (meters)     578.09   (feet)  ADJUSTED  
 HX2340  ___________________________________________________________________
 HX2340  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HX2340  DYNAMIC HT  -         176.088 (meters)     577.72  (feet)  COMP
 HX2340  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 HX2340
 HX2340  VERT ORDER  -  SECOND    CLASS 0
 HX2340
 HX2340.The horizontal coordinates were scaled from a topographic map and have
 HX2340.an estimated accuracy of +/- 6 seconds.
 HX2340
 HX2340.The orthometric height was determined by differential leveling
 HX2340.and adjusted by the National Geodetic Survey in June 1991..
 HX2340
 HX2340.The geoid height was determined by GEOID03.
 HX2340
 HX2340.The dynamic height is computed by dividing the NAVD 88
 HX2340.geopotential number by the normal gravity value computed on the
 HX2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2340.degrees latitude (g = 980.6199 gals.).
 HX2340
 HX2340.The modeled gravity was interpolated from observed gravity values.
 HX2340
 HX2340;                    North         East    Units  Estimated Accuracy
 HX2340;SPC WV S     -   208,290.      523,950.      MT  (+/- 180 meters Scaled)
 HX2340
 HX2340                          SUPERSEDED SURVEY CONTROL
 HX2340
 HX2340  NGVD 29 (??/??/92)  176.379  (m)          578.67   (f) ADJ UNCH    2 0
 HX2340
 HX2340.Superseded values are not recommended for survey control.
 HX2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2340.See file dsdata.txt to determine how the superseded data were derived.
 HX2340
 HX2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD239030(NAD 83)
 HX2340_MARKER: DB = BENCH MARK DISK
 HX2340_SETTING: 66 = SET IN ROCK OUTCROP
 HX2340_SP_SET: ROCK CUT
 HX2340_STAMPING: A 110 1956
 HX2340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2340+STABILITY: POSITION/ELEVATION WELL
 HX2340
 HX2340  HISTORY     - Date     Condition        Report By
 HX2340  HISTORY     - 1956     MONUMENTED       CGS
 HX2340  HISTORY     - 1984     MARK NOT FOUND   NGS
 HX2340
 HX2340                          STATION DESCRIPTION
 HX2340
 HX2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2340'0.8 MI NE FROM MT ALTO.
 HX2340'ABOUT 0.8 MILE NORTHEAST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 HX2340'OF U.S. HIGHWAY 33 AT MT. ALTO, SET IN THE TOP OF A SMALL PROJECTION
 HX2340'OF A HIGH DEEP ROCK CUT ON EAST BANK OF A STREAM, 82 FEET EAST
 HX2340'AND ACROSS STREAM FROM CENTER LINE OF HIGHWAY, ABOUT 12 FEET
 HX2340'NORTHEAST OF CROSSING OF A NORTHWEST-SOUTHEAST POWER LINE WHICH
 HX2340'CROSSES THE HIGHWAY, DUE EAST OF A POINT BETWEEN THE 38TH AND 39TH
 HX2340'CONCRETE POST SOUTH OF THE NORTH END OF A GUARD RAIL ON EAST SIDE
 HX2340'OF HIGHWAY, ABOUT 8 FEET ABOVE LEVEL OF STREAM AND ABOUT 2 1/2
 HX2340'FEET BELOW LEVEL OF HIGHWAY.
 HX2340
 HX2340                          STATION RECOVERY (1984)
 HX2340
 HX2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0310 ***********************************************************************
 HY0310  DESIGNATION -  A 111
 HY0310  PID         -  HY0310
 HY0310  STATE/COUNTY-  WV/MASON
 HY0310  USGS QUAD   -  BEECH HILL (1975)
 HY0310
 HY0310                         *CURRENT SURVEY CONTROL
 HY0310  ___________________________________________________________________
 HY0310* NAD 83(1986)-  38 50 55.     (N)    082 01 01.     (W)     SCALED    
 HY0310* NAVD 88     -       205.356  (meters)     673.74   (feet)  ADJUSTED  
 HY0310  ___________________________________________________________________
 HY0310  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HY0310  DYNAMIC HT  -         205.225 (meters)     673.31  (feet)  COMP
 HY0310  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 HY0310
 HY0310  VERT ORDER  -  SECOND    CLASS 0
 HY0310
 HY0310.The horizontal coordinates were scaled from a topographic map and have
 HY0310.an estimated accuracy of +/- 6 seconds.
 HY0310
 HY0310.The orthometric height was determined by differential leveling
 HY0310.and adjusted by the National Geodetic Survey in June 1991..
 HY0310
 HY0310.The geoid height was determined by GEOID03.
 HY0310
 HY0310.The dynamic height is computed by dividing the NAVD 88
 HY0310.geopotential number by the normal gravity value computed on the
 HY0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0310.degrees latitude (g = 980.6199 gals.).
 HY0310
 HY0310.The modeled gravity was interpolated from observed gravity values.
 HY0310
 HY0310;                    North         East    Units  Estimated Accuracy
 HY0310;SPC WV S     -   205,670.      511,720.      MT  (+/- 180 meters Scaled)
 HY0310
 HY0310                          SUPERSEDED SURVEY CONTROL
 HY0310
 HY0310  NGVD 29 (??/??/92)  205.548  (m)          674.37   (f) ADJ UNCH    2 0
 HY0310
 HY0310.Superseded values are not recommended for survey control.
 HY0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0310.See file dsdata.txt to determine how the superseded data were derived.
 HY0310
 HY0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD117004(NAD 83)
 HY0310_MARKER: DB = BENCH MARK DISK
 HY0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0310_SP_SET: CULVERT
 HY0310_STAMPING: A 111 1956
 HY0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0310
 HY0310  HISTORY     - Date     Condition        Report By
 HY0310  HISTORY     - 1956     MONUMENTED       CGS
 HY0310
 HY0310                          STATION DESCRIPTION
 HY0310
 HY0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0310'AT FLATROCK.
 HY0310'AT FLATROCK, AT THE INTERSECTION OF STATE HIGHWAY 2 AND A GRAVEL
 HY0310'ROAD LEADING NORTH AND SOUTHWEST, ABOUT 0.15 MILE SOUTHEAST ALONG
 HY0310'HIGHWAY 2 FROM ANTHONYS GROCERY, ABOUT 100 YARDS SOUTHEAST OF
 HY0310'FLATROCK GROCERY, IN THE TOP OF THE SOUTHWEST END OF NORTHWEST
 HY0310'HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT ON ROAD SOUTHWEST,
 HY0310'44 FEET SOUTH-SOUTHWEST OF CENTER LINE OF HIGHWAY 2, 10 FEET
 HY0310'NORTHWEST OF CENTER LINE OF ROAD SOUTHWEST AND ABOUT LEVEL WITH
 HY0310'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0046 ***********************************************************************
 HY0046  DESIGNATION -  A 112
 HY0046  PID         -  HY0046
 HY0046  STATE/COUNTY-  WV/CABELL
 HY0046  USGS QUAD   -  ATHALIA (1985)
 HY0046
 HY0046                         *CURRENT SURVEY CONTROL
 HY0046  ___________________________________________________________________
 HY0046* NAD 83(1986)-  38 34 28.     (N)    082 16 54.     (W)     SCALED    
 HY0046* NAVD 88     -       176.946  (meters)     580.53   (feet)  ADJUSTED  
 HY0046  ___________________________________________________________________
 HY0046  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HY0046  DYNAMIC HT  -         176.831 (meters)     580.15  (feet)  COMP
 HY0046  MODELED GRAV-     979,971.4   (mgal)                       NAVD 88
 HY0046
 HY0046  VERT ORDER  -  FIRST     CLASS II
 HY0046
 HY0046.The horizontal coordinates were scaled from a topographic map and have
 HY0046.an estimated accuracy of +/- 6 seconds.
 HY0046
 HY0046.The orthometric height was determined by differential leveling
 HY0046.and adjusted by the National Geodetic Survey in June 1991..
 HY0046
 HY0046.The geoid height was determined by GEOID03.
 HY0046
 HY0046.The dynamic height is computed by dividing the NAVD 88
 HY0046.geopotential number by the normal gravity value computed on the
 HY0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0046.degrees latitude (g = 980.6199 gals.).
 HY0046
 HY0046.The modeled gravity was interpolated from observed gravity values.
 HY0046
 HY0046;                    North         East    Units  Estimated Accuracy
 HY0046;SPC WV S     -   175,520.      488,320.      MT  (+/- 180 meters Scaled)
 HY0046
 HY0046                          SUPERSEDED SURVEY CONTROL
 HY0046
 HY0046  NGVD 29 (??/??/92)  177.130  (m)          581.13   (f) ADJ UNCH    1 2
 HY0046
 HY0046.Superseded values are not recommended for survey control.
 HY0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0046.See file dsdata.txt to determine how the superseded data were derived.
 HY0046
 HY0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC883703(NAD 83)
 HY0046_MARKER: DB = BENCH MARK DISK
 HY0046_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HY0046_SP_SET: 52 1/4 FEET
 HY0046_STAMPING: A 112 1956
 HY0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0046
 HY0046  HISTORY     - Date     Condition        Report By
 HY0046  HISTORY     - 1956     MONUMENTED       CGS
 HY0046  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0046
 HY0046                          STATION DESCRIPTION
 HY0046
 HY0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0046'1.6 MI N FROM GREENBOTTOM.
 HY0046'ABOUT 1.55 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HY0046'FROM THE ROAD CROSSING AT GREENBOTTOM, ABOUT 0.3 MILE SOUTH OF
 HY0046'THE STATION SIGN AT CROWN CITY, AT A PRIVATE ROAD CROSSING, 20 1/2
 HY0046'FEET WEST OF WEST RAIL, 91 FEET NORTH OF TELEPHONE POLE NO. 198+12,
 HY0046'34 FEET SOUTHWEST OF CENTER OF CROSSING, 26 FEET SOUTH OF CENTER LINE
 HY0046'OF ROAD, 24 FEET SOUTH-SOUTHWEST OF SOUTH END OF A 12-INCH TILE
 HY0046'CULVERT UNDER PRIVATE ROAD, 74 FEET WEST AND ACROSS TRACK FROM THE
 HY0046'NORTHWEST CORNER OF A SMALL STONE BLOCK WELL HOUSE, 1 FOOT EAST OF
 HY0046'A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 HY0046'ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND IS A DISK ON A COPPER
 HY0046'COATED STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED BY A
 HY0046'4-INCH TILE WHICH PROJECTS 4 INCHES.  THE ROD WAS DRIVEN TO REFUSAL
 HY0046'AT A DEPTH OF 52 1/4 FEET.
 HY0046
 HY0046                          STATION RECOVERY (1984)
 HY0046
 HY0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0046'NOT RECOVERED, BELIEVED DESTROYED BY TELEPHONE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2416 ***********************************************************************
 HX2416  DESIGNATION -  A 113
 HX2416  PID         -  HX2416
 HX2416  STATE/COUNTY-  WV/MASON
 HX2416  USGS QUAD   -  ELMWOOD (1975)
 HX2416
 HX2416                         *CURRENT SURVEY CONTROL
 HX2416  ___________________________________________________________________
 HX2416* NAD 83(1986)-  38 41 14.     (N)    081 50 07.     (W)     SCALED    
 HX2416* NAVD 88     -       193.345  (meters)     634.33   (feet)  ADJUSTED  
 HX2416  ___________________________________________________________________
 HX2416  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 HX2416  DYNAMIC HT  -         193.218 (meters)     633.92  (feet)  COMP
 HX2416  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 HX2416
 HX2416  VERT ORDER  -  SECOND    CLASS 0
 HX2416
 HX2416.The horizontal coordinates were scaled from a topographic map and have
 HX2416.an estimated accuracy of +/- 6 seconds.
 HX2416
 HX2416.The orthometric height was determined by differential leveling
 HX2416.and adjusted by the National Geodetic Survey in June 1991..
 HX2416
 HX2416.The geoid height was determined by GEOID03.
 HX2416
 HX2416.The dynamic height is computed by dividing the NAVD 88
 HX2416.geopotential number by the normal gravity value computed on the
 HX2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2416.degrees latitude (g = 980.6199 gals.).
 HX2416
 HX2416.The modeled gravity was interpolated from observed gravity values.
 HX2416
 HX2416;                    North         East    Units  Estimated Accuracy
 HX2416;SPC WV S     -   187,590.      527,330.      MT  (+/- 180 meters Scaled)
 HX2416
 HX2416                          SUPERSEDED SURVEY CONTROL
 HX2416
 HX2416  NGVD 29 (??/??/92)  193.536  (m)          634.96   (f) ADJ UNCH    2 0
 HX2416
 HX2416.Superseded values are not recommended for survey control.
 HX2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2416.See file dsdata.txt to determine how the superseded data were derived.
 HX2416
 HX2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC273823(NAD 83)
 HX2416_MARKER: DB = BENCH MARK DISK
 HX2416_SETTING: 66 = SET IN ROCK OUTCROP
 HX2416_SP_SET: ROCK CUT
 HX2416_STAMPING: A 113 1956
 HX2416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2416+STABILITY: POSITION/ELEVATION WELL
 HX2416
 HX2416  HISTORY     - Date     Condition        Report By
 HX2416  HISTORY     - 1956     MONUMENTED       CGS
 HX2416
 HX2416                          STATION DESCRIPTION
 HX2416
 HX2416'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2416'AT TRIBBLE.
 HX2416'AT TRIBBLE, ABOUT 0.15 MILE EAST ALONG A GRAVEL ROAD FROM THE
 HX2416'JUNCTION OF A ROAD SOUTHWEST, AT THE JUNCTION OF A ROAD SOUTHEAST,
 HX2416'SET VERTICALLY IN THE FACE OF A ROCK CUT ON NORTHWEST SIDE OF
 HX2416'GRAVEL ROAD WHICH EXTENDS WEST AND CURVES TO THE NORTHEAST NEAR
 HX2416'THIS POINT, 60 FEET NORTHEAST OF CENTER OF JUNCTION OF ROAD AND
 HX2416'ROAD SOUTHEAST, 108 FEET NORTH-NORTHWEST AND ACROSS ROAD FROM THE
 HX2416'NORTH CORNER OF J.W. WARNER GROCERY STORE AND RESIDENCE, 15 FEET
 HX2416'NORTHWEST OF CENTER LINE OF GRAVEL ROAD AND ABOUT 4 1/2 FEET
 HX2416'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2405 ***********************************************************************
 HX2405  DESIGNATION -  A 114
 HX2405  PID         -  HX2405
 HX2405  STATE/COUNTY-  WV/PUTNAM
 HX2405  USGS QUAD   -  BANCROFT (1975)
 HX2405
 HX2405                         *CURRENT SURVEY CONTROL
 HX2405  ___________________________________________________________________
 HX2405* NAD 83(1986)-  38 34 46.     (N)    081 48 33.     (W)     SCALED    
 HX2405* NAVD 88     -       287.048  (meters)     941.76   (feet)  ADJUSTED  
 HX2405  ___________________________________________________________________
 HX2405  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX2405  DYNAMIC HT  -         286.850 (meters)     941.11  (feet)  COMP
 HX2405  MODELED GRAV-     979,931.3   (mgal)                       NAVD 88
 HX2405
 HX2405  VERT ORDER  -  SECOND    CLASS 0
 HX2405
 HX2405.The horizontal coordinates were scaled from a topographic map and have
 HX2405.an estimated accuracy of +/- 6 seconds.
 HX2405
 HX2405.The orthometric height was determined by differential leveling
 HX2405.and adjusted by the National Geodetic Survey in June 1991..
 HX2405
 HX2405.The geoid height was determined by GEOID03.
 HX2405
 HX2405.The dynamic height is computed by dividing the NAVD 88
 HX2405.geopotential number by the normal gravity value computed on the
 HX2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2405.degrees latitude (g = 980.6199 gals.).
 HX2405
 HX2405.The modeled gravity was interpolated from observed gravity values.
 HX2405
 HX2405;                    North         East    Units  Estimated Accuracy
 HX2405;SPC WV S     -   175,610.      529,500.      MT  (+/- 180 meters Scaled)
 HX2405
 HX2405                          SUPERSEDED SURVEY CONTROL
 HX2405
 HX2405  NGVD 29 (??/??/92)  287.237  (m)          942.38   (f) ADJ UNCH    2 0
 HX2405
 HX2405.Superseded values are not recommended for survey control.
 HX2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2405.See file dsdata.txt to determine how the superseded data were derived.
 HX2405
 HX2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC295704(NAD 83)
 HX2405_MARKER: DB = BENCH MARK DISK
 HX2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2405_STAMPING: A 114 1956
 HX2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2405+STABILITY: SURFACE MOTION
 HX2405
 HX2405  HISTORY     - Date     Condition        Report By
 HX2405  HISTORY     - 1956     MONUMENTED       CGS
 HX2405
 HX2405                          STATION DESCRIPTION
 HX2405
 HX2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2405'0.5 MI SW FROM PARADISE.
 HX2405'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 HX2405'OF GRAVEL ROAD NORTH AND STORES AT PARADISE, ABOUT 0.95 MILE
 HX2405'SOUTHWEST OF MISSION CHURCH, ABOUT 0.45 MILE NORTHEAST OF JUNCTION
 HX2405'OF A ROAD SOUTH ALONG SALTLICK CREEK, 33 FEET SOUTHEAST OF CENTER
 HX2405'LINE OF HIGHWAY, 244 FEET NORTHEAST AND ACROSS A DRIVE FROM THE
 HX2405'NORTHEAST CORNER OF A HOUSE WITH GREY ASBESTOE SIDING, 35 FEET
 HX2405'EAST-SOUTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND DRIVE, 12 1/2
 HX2405'FEET SOUTH OF A TELEPHONE CABLE LINE GUY POLE, 1 FOOT NORTHWEST
 HX2405'OF A FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 HX2405'POST, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 HX2405'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0280 ***********************************************************************
 HY0280  DESIGNATION -  A 115
 HY0280  PID         -  HY0280
 HY0280  STATE/COUNTY-  WV/MASON
 HY0280  USGS QUAD   -  ARLEE (1975)
 HY0280
 HY0280                         *CURRENT SURVEY CONTROL
 HY0280  ___________________________________________________________________
 HY0280* NAD 83(1986)-  38 42 11.     (N)    082 02 47.     (W)     SCALED    
 HY0280* NAVD 88     -       223.035  (meters)     731.74   (feet)  ADJUSTED  
 HY0280  ___________________________________________________________________
 HY0280  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HY0280  DYNAMIC HT  -         222.891 (meters)     731.27  (feet)  COMP
 HY0280  MODELED GRAV-     979,976.2   (mgal)                       NAVD 88
 HY0280
 HY0280  VERT ORDER  -  SECOND    CLASS 0
 HY0280
 HY0280.The horizontal coordinates were scaled from a topographic map and have
 HY0280.an estimated accuracy of +/- 6 seconds.
 HY0280
 HY0280.The orthometric height was determined by differential leveling
 HY0280.and adjusted by the National Geodetic Survey in June 1991..
 HY0280
 HY0280.The geoid height was determined by GEOID03.
 HY0280
 HY0280.The dynamic height is computed by dividing the NAVD 88
 HY0280.geopotential number by the normal gravity value computed on the
 HY0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0280.degrees latitude (g = 980.6199 gals.).
 HY0280
 HY0280.The modeled gravity was interpolated from observed gravity values.
 HY0280
 HY0280;                    North         East    Units  Estimated Accuracy
 HY0280;SPC WV S     -   189,540.      508,980.      MT  (+/- 180 meters Scaled)
 HY0280
 HY0280                          SUPERSEDED SURVEY CONTROL
 HY0280
 HY0280  NGVD 29 (??/??/92)  223.225  (m)          732.36   (f) ADJ UNCH    2 0
 HY0280
 HY0280.Superseded values are not recommended for survey control.
 HY0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0280.See file dsdata.txt to determine how the superseded data were derived.
 HY0280
 HY0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC090843(NAD 83)
 HY0280_MARKER: DB = BENCH MARK DISK
 HY0280_SETTING: 66 = SET IN ROCK OUTCROP
 HY0280_SP_SET: ROCK CUT LEDGE
 HY0280_STAMPING: A 115 1956
 HY0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0280+STABILITY: POSITION/ELEVATION WELL
 HY0280
 HY0280  HISTORY     - Date     Condition        Report By
 HY0280  HISTORY     - 1956     MONUMENTED       CGS
 HY0280
 HY0280                          STATION DESCRIPTION
 HY0280
 HY0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0280'4.1 MI SE FROM ARLEE.
 HY0280'4.1 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO SOUTHSIDE
 HY0280'FROM THE ROAD JUNCTION AND J.H. CAUDILL STORE AT ARLEE, ABOUT
 HY0280'5.6 MILES WEST ALONG GRAVEL ROAD FROM HARMONY BAPTIST CHURCH
 HY0280'AND INTERSECTION OF STATE HIGHWAY 17 AT SOUTHSIDE, ABOUT 0.1
 HY0280'MILE SOUTHEAST OF A 6-FOOT WOODEN BRIDGE UNDER ROAD, SET
 HY0280'VERTICALLY IN FACE OF A ROCK LEDGE IN A CUT, 18 FEET NORTHEAST
 HY0280'OF CENTER LINE OF ROAD, 367 FEET NORTHWEST OF CENTER OF JUNCTION
 HY0280'OF A GRAVEL ROAD NORTH, 16 FEET SOUTHEAST OF NORTHWEST END OF
 HY0280'ROCK LEDGE AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0452 ***********************************************************************
 HY0452  DESIGNATION -  A 116
 HY0452  PID         -  HY0452
 HY0452  STATE/COUNTY-  WV/CABELL
 HY0452  USGS QUAD   -  HUNTINGTON (1985)
 HY0452
 HY0452                         *CURRENT SURVEY CONTROL
 HY0452  ___________________________________________________________________
 HY0452* NAD 83(1986)-  38 25 30.     (N)    082 26 04.     (W)     SCALED    
 HY0452* NAVD 88     -       167.793  (meters)     550.50   (feet)  ADJUSTED  
 HY0452  ___________________________________________________________________
 HY0452  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HY0452  DYNAMIC HT  -         167.680 (meters)     550.13  (feet)  COMP
 HY0452  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 HY0452
 HY0452  VERT ORDER  -  FIRST     CLASS II
 HY0452
 HY0452.The horizontal coordinates were scaled from a topographic map and have
 HY0452.an estimated accuracy of +/- 6 seconds.
 HY0452
 HY0452.The orthometric height was determined by differential leveling
 HY0452.and adjusted by the National Geodetic Survey in June 1991..
 HY0452
 HY0452.The geoid height was determined by GEOID03.
 HY0452
 HY0452.The dynamic height is computed by dividing the NAVD 88
 HY0452.geopotential number by the normal gravity value computed on the
 HY0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0452.degrees latitude (g = 980.6199 gals.).
 HY0452
 HY0452.The modeled gravity was interpolated from observed gravity values.
 HY0452
 HY0452;                    North         East    Units  Estimated Accuracy
 HY0452;SPC WV S     -   159,130.      474,750.      MT  (+/- 180 meters Scaled)
 HY0452
 HY0452                          SUPERSEDED SURVEY CONTROL
 HY0452
 HY0452  NGVD 29 (??/??/92)  167.975  (m)          551.10   (f) ADJ UNCH    1 2
 HY0452
 HY0452.Superseded values are not recommended for survey control.
 HY0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0452.See file dsdata.txt to determine how the superseded data were derived.
 HY0452
 HY0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC747539(NAD 83)
 HY0452_MARKER: DB = BENCH MARK DISK
 HY0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0452_SP_SET: BUILDING
 HY0452_STAMPING: A 116 1956
 HY0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0452
 HY0452  HISTORY     - Date     Condition        Report By
 HY0452  HISTORY     - 1956     MONUMENTED       CGS
 HY0452  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0452
 HY0452                          STATION DESCRIPTION
 HY0452
 HY0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0452'AT HUNTINGTON.
 HY0452'AT HUNTINGTON, AT INTERSECTION OF SECOND AVENUE (BALTIMORE AND
 HY0452'OHIO RAILROAD FOLLOWS 2ND AVENUE) AND FIFTEENTH STREET, 39 1/2
 HY0452'FEET WEST OF CENTER LINE OF 15TH STREET, 17 FEET NORTH OF
 HY0452'NORTH RAIL OF B. AND O. RR, SET VERTICALLY IN THE SOUTH FACE OF
 HY0452'BRICK SHOP AND STORAGE BUILDING OF ESSO BULK PLANT, 1 FOOT
 HY0452'WEST OF SOUTHEAST CORNER OF BUILDING AND 2.3 FEET ABOVE GROUND.
 HY0452
 HY0452                          STATION RECOVERY (1984)
 HY0452
 HY0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0452'NOT RECOVERED, CONSIDER DESTROYED AS THE BUILDING HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0017 ***********************************************************************
 HY0017  DESIGNATION -  A 118
 HY0017  PID         -  HY0017
 HY0017  STATE/COUNTY-  WV/MASON
 HY0017  USGS QUAD   -  GALLIPOLIS (1983)
 HY0017
 HY0017                         *CURRENT SURVEY CONTROL
 HY0017  ___________________________________________________________________
 HY0017* NAD 83(1986)-  38 46 26.     (N)    082 12 02.     (W)     SCALED    
 HY0017* NAVD 88     -       176.425  (meters)     578.82   (feet)  ADJUSTED  
 HY0017  ___________________________________________________________________
 HY0017  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HY0017  DYNAMIC HT  -         176.312 (meters)     578.45  (feet)  COMP
 HY0017  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 HY0017
 HY0017  VERT ORDER  -  FIRST     CLASS II
 HY0017
 HY0017.The horizontal coordinates were scaled from a topographic map and have
 HY0017.an estimated accuracy of +/- 6 seconds.
 HY0017
 HY0017.The orthometric height was determined by differential leveling
 HY0017.and adjusted by the National Geodetic Survey in June 1991..
 HY0017
 HY0017.The geoid height was determined by GEOID03.
 HY0017
 HY0017.The dynamic height is computed by dividing the NAVD 88
 HY0017.geopotential number by the normal gravity value computed on the
 HY0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0017.degrees latitude (g = 980.6199 gals.).
 HY0017
 HY0017.The modeled gravity was interpolated from observed gravity values.
 HY0017
 HY0017;                    North         East    Units  Estimated Accuracy
 HY0017;SPC WV S     -   197,560.      495,680.      MT  (+/- 180 meters Scaled)
 HY0017
 HY0017                          SUPERSEDED SURVEY CONTROL
 HY0017
 HY0017  NGVD 29 (??/??/92)  176.622  (m)          579.47   (f) ADJ UNCH    1 2
 HY0017
 HY0017.Superseded values are not recommended for survey control.
 HY0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0017.See file dsdata.txt to determine how the superseded data were derived.
 HY0017
 HY0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC957923(NAD 83)
 HY0017_MARKER: DB = BENCH MARK DISK
 HY0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0017_STAMPING: A 118 1956
 HY0017_MARK LOGO: CGS   
 HY0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0017+STABILITY: SURFACE MOTION
 HY0017
 HY0017  HISTORY     - Date     Condition        Report By
 HY0017  HISTORY     - 1956     MONUMENTED       CGS
 HY0017  HISTORY     - 1976     GOOD             NGS
 HY0017  HISTORY     - 1984     GOOD             NGS
 HY0017
 HY0017                          STATION DESCRIPTION
 HY0017
 HY0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0017'0.6 MI N FROM BEALE.
 HY0017'ABOUT 0.55 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0017'THE SCHOOL AT BEALE, ON THE PROPERTY OF CELANESE CORPORATION
 HY0017'OF AMERICA, 67 FEET WEST OF WEST RAIL OF MAIN TRACK, 199 1/2
 HY0017'FEET EAST AND ACROSS DRIVE ENTRANCE FROM THE NORTHEAST CORNER OF
 HY0017'PLANT OFFICE BUILDING, 174 FEET SOUTH OF POWER POLE NO. 300/1,
 HY0017'59 FEET EAST OF CENTER LINE OF BLACK TOP DRIVE ENTRANCE, 29 1/2
 HY0017'FEET NORTH OF NORTHEAST CORNER AND ABOUT IN LINE WITH EAST FACE
 HY0017'OF A 7 BY 4-FOOT GAS LINE CONTROL VALVE MAN HOLE, 26 FEET
 HY0017'SOUTHWEST OF THE FIFTH TELEPHONE POLE SOUTH OF TELEPHONE POLE
 HY0017'NO. 179+10, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 5
 HY0017'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 HY0017'PROJECTING 4 INCHES.
 HY0017
 HY0017                          STATION RECOVERY (1976)
 HY0017
 HY0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0017'RECOVERED IN GOOD CONDITION.
 HY0017
 HY0017                          STATION RECOVERY (1984)
 HY0017
 HY0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2599 ***********************************************************************
 HX2599  DESIGNATION -  A 119
 HX2599  PID         -  HX2599
 HX2599  STATE/COUNTY-  WV/MASON
 HX2599  USGS QUAD   -  ROBERTSBURG (1987)
 HX2599
 HX2599                         *CURRENT SURVEY CONTROL
 HX2599  ___________________________________________________________________
 HX2599* NAD 83(1986)-  38 43 00.     (N)    081 57 08.     (W)     SCALED    
 HX2599* NAVD 88     -       171.093  (meters)     561.33   (feet)  ADJUSTED  
 HX2599  ___________________________________________________________________
 HX2599  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HX2599  DYNAMIC HT  -         170.981 (meters)     560.96  (feet)  COMP
 HX2599  MODELED GRAV-     979,972.2   (mgal)                       NAVD 88
 HX2599
 HX2599  VERT ORDER  -  SECOND    CLASS 0
 HX2599
 HX2599.The horizontal coordinates were scaled from a topographic map and have
 HX2599.an estimated accuracy of +/- 6 seconds.
 HX2599
 HX2599.The orthometric height was determined by differential leveling
 HX2599.and adjusted by the National Geodetic Survey in June 1991..
 HX2599
 HX2599.The geoid height was determined by GEOID03.
 HX2599
 HX2599.The dynamic height is computed by dividing the NAVD 88
 HX2599.geopotential number by the normal gravity value computed on the
 HX2599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2599.degrees latitude (g = 980.6199 gals.).
 HX2599
 HX2599.The modeled gravity was interpolated from observed gravity values.
 HX2599
 HX2599;                    North         East    Units  Estimated Accuracy
 HX2599;SPC WV S     -   190,960.      517,190.      MT  (+/- 180 meters Scaled)
 HX2599
 HX2599                          SUPERSEDED SURVEY CONTROL
 HX2599
 HX2599  NGVD 29 (??/??/92)  171.293  (m)          561.98   (f) ADJ UNCH    2 0
 HX2599
 HX2599.Superseded values are not recommended for survey control.
 HX2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2599.See file dsdata.txt to determine how the superseded data were derived.
 HX2599
 HX2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC172857(NAD 83)
 HX2599_MARKER: DB = BENCH MARK DISK
 HX2599_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX2599_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX2599_STAMPING: A 119 1956
 HX2599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2599
 HX2599  HISTORY     - Date     Condition        Report By
 HX2599  HISTORY     - 1956     MONUMENTED       CGS
 HX2599
 HX2599                          STATION DESCRIPTION
 HX2599
 HX2599'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2599'0.9 MI E FROM SOUTHSIDE.
 HX2599'ABOUT 0.9 MILE EAST ALONG A GRAVEL AND DIRT ROAD FROM THE
 HX2599'INTERSECTION OF STATE HIGHWAY 17 AND HARMONY BAPTIST CHURCH AT
 HX2599'SOUTHSIDE, ABOUT 0.15 MILE EAST OF JUNCTION OF A ROAD NORTH TO
 HX2599'A FARM HOUSE, ON LEFT BANK OF KANAWAH RIVER, ABOUT 60 YARDS
 HX2599'WEST OF WATERS EDGE OF RIVER, SET IN AN ABANDONED FENCE LINE
 HX2599'AND ON TOP OF FENCE LINE RIDGE, 97 FEET EAST OF CENTER LINE OF A
 HX2599'ROAD NORTH TO A LARGE GRAVEL PILE, 55 FEET SOUTH OF SOUTH END
 HX2599'OF GRAVEL PILE, 12 FEET NORTH-NORTHWEST OF A TRIANGULAR BLAZED
 HX2599'8-INCH HACKBERRY TREE, 6 FEET WEST-NORTHWEST OF A TRIANGULAR
 HX2599'BLAZED 18-INCH HACKBERRY TREE, 1 FOOT SOUTH OF A STEEL FENCE
 HX2599'POST PROJECTING 24 INCHES AND PIPE PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1929 ***********************************************************************
 HX1929  DESIGNATION -  A 12
 HX1929  PID         -  HX1929
 HX1929  STATE/COUNTY-  WV/CLAY
 HX1929  USGS QUAD   -  CLAY (1976)
 HX1929
 HX1929                         *CURRENT SURVEY CONTROL
 HX1929  ___________________________________________________________________
 HX1929* NAD 83(1986)-  38 27 35.     (N)    081 05 16.     (W)     SCALED    
 HX1929* NAVD 88     -       217.726  (meters)     714.32   (feet)  ADJUSTED  
 HX1929  ___________________________________________________________________
 HX1929  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HX1929  DYNAMIC HT  -         217.578 (meters)     713.84  (feet)  COMP
 HX1929  MODELED GRAV-     979,943.6   (mgal)                       NAVD 88
 HX1929
 HX1929  VERT ORDER  -  SECOND    CLASS 0
 HX1929
 HX1929.The horizontal coordinates were scaled from a topographic map and have
 HX1929.an estimated accuracy of +/- 6 seconds.
 HX1929
 HX1929.The orthometric height was determined by differential leveling
 HX1929.and adjusted by the National Geodetic Survey in June 1991..
 HX1929
 HX1929.The geoid height was determined by GEOID03.
 HX1929
 HX1929.The dynamic height is computed by dividing the NAVD 88
 HX1929.geopotential number by the normal gravity value computed on the
 HX1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1929.degrees latitude (g = 980.6199 gals.).
 HX1929
 HX1929.The modeled gravity was interpolated from observed gravity values.
 HX1929
 HX1929;                    North         East    Units  Estimated Accuracy
 HX1929;SPC WV S     -   162,020.      592,340.      MT  (+/- 180 meters Scaled)
 HX1929
 HX1929                          SUPERSEDED SURVEY CONTROL
 HX1929
 HX1929  NGVD 29 (??/??/92)  217.910  (m)          714.93   (f) ADJ UNCH    2 0
 HX1929
 HX1929.Superseded values are not recommended for survey control.
 HX1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1929.See file dsdata.txt to determine how the superseded data were derived.
 HX1929
 HX1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC923568(NAD 83)
 HX1929_MARKER: DB = BENCH MARK DISK
 HX1929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1929_SP_SET: BRIDGE BALUSTRADE
 HX1929_STAMPING: A 12 1933
 HX1929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1929
 HX1929  HISTORY     - Date     Condition        Report By
 HX1929  HISTORY     - 1933     MONUMENTED       CGS
 HX1929  HISTORY     - 1948     GOOD             NGS
 HX1929
 HX1929                          STATION DESCRIPTION
 HX1929
 HX1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HX1929'AT CLAY.
 HX1929'AT CLAY, CLAY COUNTY, 22.5 RAILS EAST OF THE BALTIMORE AND OHIO
 HX1929'RAILROAD STATION, AT THE HIGHWAY BRIDGE OVER ELK RIVER, IN THE SOUTH
 HX1929'END OF THE EAST BALUSTRADE OF THE CONCRETE APPROACH, 10 YARDS
 HX1929'NORTH OF THE CENTERLINE OF THE TRACK, 9 FEET EAST OF THE CENTERLINE
 HX1929'OF THE HIGHWAY, AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 HX1929'DISK, STAMPED A 12 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF3720 ***********************************************************************
 DF3720  DESIGNATION -  A 12 RESET
 DF3720  PID         -  DF3720
 DF3720  STATE/COUNTY-  WV/CLAY
 DF3720  USGS QUAD   -  CLAY (1976)
 DF3720
 DF3720                         *CURRENT SURVEY CONTROL
 DF3720  ___________________________________________________________________
 DF3720* NAD 83(1986)-  38 27 35.     (N)    081 05 16.     (W)     SCALED    
 DF3720* NAVD 88     -       216.95   (meters)     711.8    (feet)  RESET     
 DF3720  ___________________________________________________________________
 DF3720  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DF3720
 DF3720  VERT ORDER  -  THIRD
 DF3720
 DF3720.The horizontal coordinates were scaled from a topographic map and have
 DF3720.an estimated accuracy of +/- 6 seconds.
 DF3720
 DF3720.The orthometric height was computed from unverified reset data.
 DF3720.No vertical observational check was made to the station.
 DF3720
 DF3720.The geoid height was determined by GEOID03.
 DF3720
 DF3720;                    North         East    Units  Estimated Accuracy
 DF3720;SPC WV S     -   162,020.      592,340.      MT  (+/- 180 meters Scaled)
 DF3720
 DF3720                          SUPERSEDED SURVEY CONTROL
 DF3720
 DF3720.No superseded survey control is available for this station.
 DF3720
 DF3720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC923568(NAD 83)
 DF3720_MARKER: DV = VERTICAL CONTROL DISK
 DF3720_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF3720_SP_SET: ABUTMENT PARAPET WALL
 DF3720_STAMPING: A 12 RESET 2001
 DF3720_MARK LOGO: NGS   
 DF3720_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF3720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3720
 DF3720  HISTORY     - Date     Condition        Report By
 DF3720  HISTORY     - 2001     MONUMENTED       WVDT
 DF3720
 DF3720                          STATION DESCRIPTION
 DF3720
 DF3720'DESCRIBED BY WV DEPT TRANS 2001 (CC)
 DF3720'IN TOWN OF CLAY, AT THE HIGHWAY BRIDGE OVER ELK RIVER ON COUNTY ROAD
 DF3720'28, AND LOCATED ON THE EAST PARAPET WALL OF THE SOUTH ABUTMENT,
 DF3720'APPROXIMATELY 17 FEET (5.2 M) EAST OF THE CENTERLINE OF ROADWAY AND
 DF3720'APPROXIMATELY 1 FOOT (0.3 M) ABOVE THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0886 ***********************************************************************
 KY0886  DESIGNATION -  A 120
 KY0886  PID         -  KY0886
 KY0886  STATE/COUNTY-  WV/BROOKE
 KY0886  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0886
 KY0886                         *CURRENT SURVEY CONTROL
 KY0886  ___________________________________________________________________
 KY0886* NAD 83(1986)-  40 17 44.     (N)    080 36 29.     (W)     SCALED    
 KY0886* NAVD 88     -       204.616  (meters)     671.31   (feet)  ADJUSTED  
 KY0886  ___________________________________________________________________
 KY0886  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KY0886  DYNAMIC HT  -         204.509 (meters)     670.96  (feet)  COMP
 KY0886  MODELED GRAV-     980,096.3   (mgal)                       NAVD 88
 KY0886
 KY0886  VERT ORDER  -  SECOND    CLASS 0
 KY0886
 KY0886.The horizontal coordinates were scaled from a topographic map and have
 KY0886.an estimated accuracy of +/- 6 seconds.
 KY0886
 KY0886.The orthometric height was determined by differential leveling
 KY0886.and adjusted by the National Geodetic Survey in June 1991..
 KY0886
 KY0886.The geoid height was determined by GEOID03.
 KY0886
 KY0886.The dynamic height is computed by dividing the NAVD 88
 KY0886.geopotential number by the normal gravity value computed on the
 KY0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0886.degrees latitude (g = 980.6199 gals.).
 KY0886
 KY0886.The modeled gravity was interpolated from observed gravity values.
 KY0886
 KY0886;                    North         East    Units  Estimated Accuracy
 KY0886;SPC WV N     -   199,930.      505,790.      MT  (+/- 180 meters Scaled)
 KY0886
 KY0886                          SUPERSEDED SURVEY CONTROL
 KY0886
 KY0886  NGVD 29 (??/??/92)  204.800  (m)          671.91   (f) ADJ UNCH    2 0
 KY0886
 KY0886.Superseded values are not recommended for survey control.
 KY0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0886.See file dsdata.txt to determine how the superseded data were derived.
 KY0886
 KY0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE333606(NAD 83)
 KY0886_MARKER: DB = BENCH MARK DISK
 KY0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0886_STAMPING: A 120 1957
 KY0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0886+STABILITY: SURFACE MOTION
 KY0886
 KY0886  HISTORY     - Date     Condition        Report By
 KY0886  HISTORY     - 1957     MONUMENTED       CGS
 KY0886  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0886
 KY0886                          STATION DESCRIPTION
 KY0886
 KY0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0886'1.8 MI N FROM WELLSBURG.
 KY0886'ABOUT 1.85 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0886'CROSSING OF SEVENTH STREET AT WELLSBURG, 320 YARDS SOUTH OF
 KY0886'MILE POST 6, 30 FEET EAST OF EAST RAIL, 40 FEET WEST OF CENTER
 KY0886'LINE OF STATE HIGHWAY 2, 29 FEET NORTH-NORTHWEST OF A POWER
 KY0886'POLE, 33 FEET SOUTH-SOUTHWEST OF WEST END OF A 20-INCH
 KY0886'CORRUGATED PIPE CULVERT UNDER HIGHWAY, 2 FEET NORTH OF A
 KY0886'CONCRETE WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF HIGHWAY AND
 KY0886'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 KY0886
 KY0886                          STATION RECOVERY (1983)
 KY0886
 KY0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0886'NOT RECOVERED, THE HIGHWAY NOW HAS FOUR LANES AT THIS LOCATION,
 KY0886'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0938 ***********************************************************************
 KY0938  DESIGNATION -  A 121
 KY0938  PID         -  KY0938
 KY0938  STATE/COUNTY-  WV/BROOKE
 KY0938  USGS QUAD   -  TILTONSVILLE (1985)
 KY0938
 KY0938                         *CURRENT SURVEY CONTROL
 KY0938  ___________________________________________________________________
 KY0938* NAD 83(1986)-  40 10 54.     (N)    080 38 49.     (W)     SCALED    
 KY0938* NAVD 88     -       360.686  (meters)    1183.35   (feet)  ADJUSTED  
 KY0938  ___________________________________________________________________
 KY0938  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0938  DYNAMIC HT  -         360.494 (meters)    1182.72  (feet)  COMP
 KY0938  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 KY0938
 KY0938  VERT ORDER  -  SECOND    CLASS 0
 KY0938
 KY0938.This mark is at Wheeling Ohio County Airport (HLG)
 KY0938
 KY0938.The horizontal coordinates were scaled from a topographic map and have
 KY0938.an estimated accuracy of +/- 6 seconds.
 KY0938
 KY0938.The orthometric height was determined by differential leveling
 KY0938.and adjusted by the National Geodetic Survey in June 1991..
 KY0938
 KY0938.The geoid height was determined by GEOID03.
 KY0938
 KY0938.The dynamic height is computed by dividing the NAVD 88
 KY0938.geopotential number by the normal gravity value computed on the
 KY0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0938.degrees latitude (g = 980.6199 gals.).
 KY0938
 KY0938.The modeled gravity was interpolated from observed gravity values.
 KY0938
 KY0938;                    North         East    Units  Estimated Accuracy
 KY0938;SPC WV N     -   187,320.      502,320.      MT  (+/- 180 meters Scaled)
 KY0938
 KY0938                          SUPERSEDED SURVEY CONTROL
 KY0938
 KY0938  NGVD 29 (??/??/92)  360.876  (m)         1183.97   (f) ADJ UNCH    2 0
 KY0938
 KY0938.Superseded values are not recommended for survey control.
 KY0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0938.See file dsdata.txt to determine how the superseded data were derived.
 KY0938
 KY0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE300479(NAD 83)
 KY0938_MARKER: DB = BENCH MARK DISK
 KY0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0938_SP_SET: BASEMENT WINDOW
 KY0938_STAMPING: A 121 1957
 KY0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0938
 KY0938  HISTORY     - Date     Condition        Report By
 KY0938  HISTORY     - 1957     MONUMENTED       CGS
 KY0938  HISTORY     - 1964     GOOD             NGS
 KY0938
 KY0938                          STATION DESCRIPTION
 KY0938
 KY0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0938'2.2 MI E FROM SHORT CREEK.
 KY0938'ABOUT 0.9 MILE EAST ALONG SHORT CREEK ROAD FROM THE JUNCTION OF
 KY0938'STATE HIGHWAY 2 AT SHORT CREEK, THENCE ABOUT 1.25 MILES NORTHEAST
 KY0938'AND EAST ALONG A BLACK TOP ROAD, AT OHIO COUNTY AIRPORT, 2.2
 KY0938'FEET NORTH OF NORTH FACE OF ADMINSTRATION BUILDING, 11 FEET EAST
 KY0938'OF CENTER OF MAIN ENTRANCE TO BUILDING, IN THE TOP OF CENTER OF
 KY0938'NORTH WALL OF A CONCRETE LIGHT SHAFT FOR BASEMENT WINDOW AND ABOUT
 KY0938'LEVEL WITH SIDE WALK.
 KY0938
 KY0938                          STATION RECOVERY (1964)
 KY0938
 KY0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KY0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0897 ***********************************************************************
 KY0897  DESIGNATION -  A 122
 KY0897  PID         -  KY0897
 KY0897  STATE/COUNTY-  WV/OHIO
 KY0897  USGS QUAD   -  WHEELING (1994)
 KY0897
 KY0897                         *CURRENT SURVEY CONTROL
 KY0897  ___________________________________________________________________
 KY0897* NAD 83(1986)-  40 01 39.     (N)    080 39 09.     (W)     SCALED    
 KY0897* NAVD 88     -       213.682  (meters)     701.05   (feet)  ADJUSTED  
 KY0897  ___________________________________________________________________
 KY0897  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0897  DYNAMIC HT  -         213.561 (meters)     700.66  (feet)  COMP
 KY0897  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 KY0897
 KY0897  VERT ORDER  -  SECOND    CLASS 0
 KY0897
 KY0897.The horizontal coordinates were scaled from a topographic map and have
 KY0897.an estimated accuracy of +/- 6 seconds.
 KY0897
 KY0897.The orthometric height was determined by differential leveling
 KY0897.and adjusted by the National Geodetic Survey in June 1991..
 KY0897
 KY0897.The geoid height was determined by GEOID03.
 KY0897
 KY0897.The dynamic height is computed by dividing the NAVD 88
 KY0897.geopotential number by the normal gravity value computed on the
 KY0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0897.degrees latitude (g = 980.6199 gals.).
 KY0897
 KY0897.The modeled gravity was interpolated from observed gravity values.
 KY0897
 KY0897;                    North         East    Units  Estimated Accuracy
 KY0897;SPC WV N     -   170,210.      501,630.      MT  (+/- 180 meters Scaled)
 KY0897
 KY0897                          SUPERSEDED SURVEY CONTROL
 KY0897
 KY0897  NGVD 29 (??/??/92)  213.833  (m)          701.55   (f) ADJ UNCH    2 0
 KY0897
 KY0897.Superseded values are not recommended for survey control.
 KY0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0897.See file dsdata.txt to determine how the superseded data were derived.
 KY0897
 KY0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE296308(NAD 83)
 KY0897_MARKER: DB = BENCH MARK DISK
 KY0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0897_STAMPING: A 122 1957
 KY0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0897+STABILITY: SURFACE MOTION
 KY0897
 KY0897  HISTORY     - Date     Condition        Report By
 KY0897  HISTORY     - 1957     MONUMENTED       CGS
 KY0897
 KY0897                          STATION DESCRIPTION
 KY0897
 KY0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0897'1.1 MI S FROM ELM GROVE.
 KY0897'ABOUT 1.1 MILES SOUTH ALONG A BLACK TOP ROAD FOLLOWING WHEELING
 KY0897'CREEK FROM THE PUBLIC SCHOOL AT ELM GROVE, ON THE OUTSIDE OF A
 KY0897'SHARP CURVE IN ROAD, 32 FEET WEST OF CENTER LINE OF ROAD,
 KY0897'53 1/2 FEET NORTHWEST OF NORTHWEST END OF STEEL BRIDGE OVER
 KY0897'WHEELING CREEK, 3 FEET EAST OF SOUTHEAST CORNER OF A STEEL
 KY0897'FENCE AROUND A POWER TRANSFORMER STATION, 12 1/2 FEET SOUTHWEST
 KY0897'OF CENTER OF A GATE IN FENCE, 2 FEET SOUTHWEST OF A CONCRETE
 KY0897'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN
 KY0897'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0914 ***********************************************************************
 KY0914  DESIGNATION -  A 123
 KY0914  PID         -  KY0914
 KY0914  STATE/COUNTY-  WV/OHIO
 KY0914  USGS QUAD   -  VALLEY GROVE (1981)
 KY0914
 KY0914                         *CURRENT SURVEY CONTROL
 KY0914  ___________________________________________________________________
 KY0914* NAD 83(1986)-  40 02 54.     (N)    080 32 36.     (W)     SCALED    
 KY0914* NAVD 88     -       291.678  (meters)     956.95   (feet)  ADJUSTED  
 KY0914  ___________________________________________________________________
 KY0914  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KY0914  DYNAMIC HT  -         291.508 (meters)     956.39  (feet)  COMP
 KY0914  MODELED GRAV-     980,036.7   (mgal)                       NAVD 88
 KY0914
 KY0914  VERT ORDER  -  SECOND    CLASS 0
 KY0914
 KY0914.The horizontal coordinates were scaled from a topographic map and have
 KY0914.an estimated accuracy of +/- 6 seconds.
 KY0914
 KY0914.The orthometric height was determined by differential leveling
 KY0914.and adjusted by the National Geodetic Survey in June 1991..
 KY0914
 KY0914.The geoid height was determined by GEOID03.
 KY0914
 KY0914.The dynamic height is computed by dividing the NAVD 88
 KY0914.geopotential number by the normal gravity value computed on the
 KY0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0914.degrees latitude (g = 980.6199 gals.).
 KY0914
 KY0914.The modeled gravity was interpolated from observed gravity values.
 KY0914
 KY0914;                    North         East    Units  Estimated Accuracy
 KY0914;SPC WV N     -   172,410.      510,970.      MT  (+/- 180 meters Scaled)
 KY0914
 KY0914                          SUPERSEDED SURVEY CONTROL
 KY0914
 KY0914  NGVD 29 (??/??/92)  291.821  (m)          957.42   (f) ADJ UNCH    2 0
 KY0914
 KY0914.Superseded values are not recommended for survey control.
 KY0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0914.See file dsdata.txt to determine how the superseded data were derived.
 KY0914
 KY0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE389332(NAD 83)
 KY0914_MARKER: DB = BENCH MARK DISK
 KY0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0914_STAMPING: A 123 1957
 KY0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0914+STABILITY: SURFACE MOTION
 KY0914
 KY0914  HISTORY     - Date     Condition        Report By
 KY0914  HISTORY     - 1957     MONUMENTED       CGS
 KY0914
 KY0914                          STATION DESCRIPTION
 KY0914
 KY0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0914'3.5 MI N FROM DALLAS.
 KY0914'ABOUT 2.8 MILES NORTHWEST ALONG DALLAS PIKE FROM THE JUNCTION OF
 KY0914'LIMESTONE-DALLAS ROAD AT DALLAS TO MIDDLE CREEK SCHOOL, THENCE ABOUT
 KY0914'0.7 MILE EAST AND NORTHEAST ALONG MIDDLE CREEK ROAD, ABOUT 0.3
 KY0914'MILE NORTH OF CONFLUENCE OF MIDDLE CREEK AND LADLEY RUN, 0.6
 KY0914'MILE SOUTH OF A SMALL CONCRETE BRIDGE OVER COULTER RUN, 19 FEET
 KY0914'WEST-SOUTHWEST OF CENTER LINE OF ROAD, 1 FOOT EAST OF A FENCE LINE,
 KY0914'4.9 FEET NORTH OF A FENCE CORNER FROM WHICH A FENCE RUNS
 KY0914'SOUTH-SOUTHWEST ALONG FOOT OF HILL SEPARATING HILL PASTURE AND
 KY0914'BOTTOM FIELD, 2 FEET NORTHWEST OF A CONCRETE WITNESS POST,
 KY0914'ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 KY0914'CONCRETE POST PROJECTING3 INCHES.  NOTE-- MARK IS REACHED FROM
 KY0914'VALLEY GROVE, OHIO COUNTY BY GOING ABOUT 3.15 MILES SOUTHEAST ALONG
 KY0914'STOOLFIRE ROAD FROM THE JUNCTION OF U.S. HIGHWAY 40, THENCE ABOUT
 KY0914'1.15 MILE SOUTHWEST ALONG MIDDLE CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0744 ***********************************************************************
 JX0744  DESIGNATION -  A 124
 JX0744  PID         -  JX0744
 JX0744  STATE/COUNTY-  WV/MARSHALL
 JX0744  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0744
 JX0744                         *CURRENT SURVEY CONTROL
 JX0744  ___________________________________________________________________
 JX0744* NAD 83(1986)-  39 55 38.     (N)    080 38 46.     (W)     SCALED    
 JX0744* NAVD 88     -       418.503  (meters)    1373.04   (feet)  ADJUSTED  
 JX0744  ___________________________________________________________________
 JX0744  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JX0744  DYNAMIC HT  -         418.258 (meters)    1372.23  (feet)  COMP
 JX0744  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 JX0744
 JX0744  VERT ORDER  -  SECOND    CLASS 0
 JX0744
 JX0744.The horizontal coordinates were scaled from a topographic map and have
 JX0744.an estimated accuracy of +/- 6 seconds.
 JX0744
 JX0744.The orthometric height was determined by differential leveling
 JX0744.and adjusted by the National Geodetic Survey in June 1991..
 JX0744
 JX0744.The geoid height was determined by GEOID03.
 JX0744
 JX0744.The dynamic height is computed by dividing the NAVD 88
 JX0744.geopotential number by the normal gravity value computed on the
 JX0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0744.degrees latitude (g = 980.6199 gals.).
 JX0744
 JX0744.The modeled gravity was interpolated from observed gravity values.
 JX0744
 JX0744;                    North         East    Units  Estimated Accuracy
 JX0744;SPC WV N     -   159,070.      502,030.      MT  (+/- 180 meters Scaled)
 JX0744
 JX0744                          SUPERSEDED SURVEY CONTROL
 JX0744
 JX0744  NGVD 29 (??/??/92)  418.646  (m)         1373.51   (f) ADJ UNCH    2 0
 JX0744
 JX0744.Superseded values are not recommended for survey control.
 JX0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0744.See file dsdata.txt to determine how the superseded data were derived.
 JX0744
 JX0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE302197(NAD 83)
 JX0744_MARKER: DB = BENCH MARK DISK
 JX0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0744_SP_SET: CATCH BASIN
 JX0744_STAMPING: A 124 1957
 JX0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0744
 JX0744  HISTORY     - Date     Condition        Report By
 JX0744  HISTORY     - 1957     MONUMENTED       CGS
 JX0744  HISTORY     - 1983     GOOD             NGS
 JX0744  HISTORY     - 20040524 MARK NOT FOUND   USPSQD
 JX0744
 JX0744                          STATION DESCRIPTION
 JX0744
 JX0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0744'0.8 MI SE FROM LIMESTONE.
 JX0744'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE WASHINGTON
 JX0744'DISTRICT CONSOLIDATED SCHOOL AT LIMESTONE, ABOUT 1.75 MILES
 JX0744'NORTHWEST OF THE METHODIST CHURCH AT PLEASANT VALLEY, 98 YARDS
 JX0744'NORTHWEST OF JUNCTION OF A GRAVEL ROAD LEADING WEST-SOUTHWEST, IN
 JX0744'THE TOP OF SOUTHEAST END OF BACK WALL OF A 4 BY 3 1/2-FOOT CONCRETE
 JX0744'CATCH BASIN FOR A 15-INCH PIPE CULVERT, 23 FEET SOUTHWEST OF CENTER
 JX0744'LINE OF HIGHWAY AND ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
 JX0744
 JX0744                          STATION RECOVERY (1983)
 JX0744
 JX0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0744'RECOVERED IN GOOD CONDITION.
 JX0744
 JX0744                          STATION RECOVERY (2004)
 JX0744
 JX0744'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0766 ***********************************************************************
 JX0766  DESIGNATION -  A 125
 JX0766  PID         -  JX0766
 JX0766  STATE/COUNTY-  WV/MARSHALL
 JX0766  USGS QUAD   -  MAJORSVILLE (1988)
 JX0766
 JX0766                         *CURRENT SURVEY CONTROL
 JX0766  ___________________________________________________________________
 JX0766* NAD 83(1986)-  39 56 16.     (N)    080 32 42.     (W)     SCALED    
 JX0766* NAVD 88     -       413.502  (meters)    1356.63   (feet)  ADJUSTED  
 JX0766  ___________________________________________________________________
 JX0766  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JX0766  DYNAMIC HT  -         413.260 (meters)    1355.84  (feet)  COMP
 JX0766  MODELED GRAV-     980,029.2   (mgal)                       NAVD 88
 JX0766
 JX0766  VERT ORDER  -  SECOND    CLASS 0
 JX0766
 JX0766.The horizontal coordinates were scaled from a topographic map and have
 JX0766.an estimated accuracy of +/- 6 seconds.
 JX0766
 JX0766.The orthometric height was determined by differential leveling
 JX0766.and adjusted by the National Geodetic Survey in June 1991..
 JX0766
 JX0766.The geoid height was determined by GEOID03.
 JX0766
 JX0766.The dynamic height is computed by dividing the NAVD 88
 JX0766.geopotential number by the normal gravity value computed on the
 JX0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0766.degrees latitude (g = 980.6199 gals.).
 JX0766
 JX0766.The modeled gravity was interpolated from observed gravity values.
 JX0766
 JX0766;                    North         East    Units  Estimated Accuracy
 JX0766;SPC WV N     -   160,140.      510,690.      MT  (+/- 180 meters Scaled)
 JX0766
 JX0766                          SUPERSEDED SURVEY CONTROL
 JX0766
 JX0766  NGVD 29 (??/??/92)  413.641  (m)         1357.09   (f) ADJ UNCH    2 0
 JX0766
 JX0766.Superseded values are not recommended for survey control.
 JX0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0766.See file dsdata.txt to determine how the superseded data were derived.
 JX0766
 JX0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE388209(NAD 83)
 JX0766_MARKER: DB = BENCH MARK DISK
 JX0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0766_STAMPING: A 125 1957
 JX0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0766+STABILITY: SURFACE MOTION
 JX0766
 JX0766  HISTORY     - Date     Condition        Report By
 JX0766  HISTORY     - 1957     MONUMENTED       CGS
 JX0766
 JX0766                          STATION DESCRIPTION
 JX0766
 JX0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0766'AT CALIS.
 JX0766'AT CALIS, ABOUT 0.15 MILE WEST ALONG A GRAVEL ROAD FROM MOUNT
 JX0766'HOPE CONSOLIDATED SCHOOL, AT MOUNT HOPE CHURCH AND CEMETERY, 44
 JX0766'FEET NORTH OF CENTER LINE OF ROAD, 6 1/2 FEET NORTH OF SOUTHWEST
 JX0766'CORNER OF CHURCH YARD AND CEMETERY FENCE, 44 FEET WEST-SOUTHWEST
 JX0766'OF SOUTHWEST CORNER OF CHURCH BUILDING, 21 FEET NORTHWEST OF A
 JX0766'POWER POLE, 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 JX0766'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0596 ***********************************************************************
 JX0596  DESIGNATION -  A 126
 JX0596  PID         -  JX0596
 JX0596  STATE/COUNTY-  WV/WETZEL
 JX0596  USGS QUAD   -  LITTLETON (1976)
 JX0596
 JX0596                         *CURRENT SURVEY CONTROL
 JX0596  ___________________________________________________________________
 JX0596* NAD 83(1986)-  39 42 21.     (N)    080 31 48.     (W)     SCALED    
 JX0596* NAVD 88     -       290.029  (meters)     951.54   (feet)  ADJUSTED  
 JX0596  ___________________________________________________________________
 JX0596  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JX0596  DYNAMIC HT  -         289.860 (meters)     950.98  (feet)  COMP
 JX0596  MODELED GRAV-     980,035.4   (mgal)                       NAVD 88
 JX0596
 JX0596  VERT ORDER  -  SECOND    CLASS 0
 JX0596
 JX0596.The horizontal coordinates were scaled from a topographic map and have
 JX0596.an estimated accuracy of +/- 6 seconds.
 JX0596
 JX0596.The orthometric height was determined by differential leveling
 JX0596.and adjusted by the National Geodetic Survey in June 1991..
 JX0596
 JX0596.The geoid height was determined by GEOID03.
 JX0596
 JX0596.The dynamic height is computed by dividing the NAVD 88
 JX0596.geopotential number by the normal gravity value computed on the
 JX0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0596.degrees latitude (g = 980.6199 gals.).
 JX0596
 JX0596.The modeled gravity was interpolated from observed gravity values.
 JX0596
 JX0596;                    North         East    Units  Estimated Accuracy
 JX0596;SPC WV N     -   134,380.      511,680.      MT  (+/- 180 meters Scaled)
 JX0596
 JX0596                          SUPERSEDED SURVEY CONTROL
 JX0596
 JX0596  NGVD 29 (??/??/92)  290.179  (m)          952.03   (f) ADJ UNCH    2 0
 JX0596
 JX0596.Superseded values are not recommended for survey control.
 JX0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0596.See file dsdata.txt to determine how the superseded data were derived.
 JX0596
 JX0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND402952(NAD 83)
 JX0596_MARKER: DB = BENCH MARK DISK
 JX0596_SETTING: 66 = SET IN ROCK OUTCROP
 JX0596_SP_SET: ROCK CUT
 JX0596_STAMPING: A 126 1957
 JX0596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0596+STABILITY: POSITION/ELEVATION WELL
 JX0596
 JX0596  HISTORY     - Date     Condition        Report By
 JX0596  HISTORY     - 1957     MONUMENTED       CGS
 JX0596
 JX0596                          STATION DESCRIPTION
 JX0596
 JX0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0596'1 MI NW FROM LITTLETON.
 JX0596'ABOUT 1.05 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 JX0596'OFFICE AT LITTLETON, ABOUT 0.1 MILE SOUTHEAST OF JUNCTION OF
 JX0596'COUNTY ROAD NO. 9, ACROSS HIGHWAY AND ABOVE A PUMPING STATION,
 JX0596'SET VERTICALLY IN SOUTHWEST FACE OF A ROCK CUT, 17 1/2 FEET
 JX0596'NORTHEAST OF CENTER LINE OF HIGHWAY, 73 FEET NORTHWEST OF CENTER
 JX0596'OF A 36-INCH PIPE CULVERT UNDER HIGHWAY AND ABOUT 2 FEET ABOVE
 JX0596'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0697 ***********************************************************************
 JX0697  DESIGNATION -  A 127
 JX0697  PID         -  JX0697
 JX0697  STATE/COUNTY-  WV/MARSHALL
 JX0697  USGS QUAD   -  LITTLETON (1976)
 JX0697
 JX0697                         *CURRENT SURVEY CONTROL
 JX0697  ___________________________________________________________________
 JX0697* NAD 83(1986)-  39 44 14.     (N)    080 36 27.     (W)     SCALED    
 JX0697* NAVD 88     -       413.165  (meters)    1355.53   (feet)  ADJUSTED  
 JX0697  ___________________________________________________________________
 JX0697  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JX0697  DYNAMIC HT  -         412.928 (meters)    1354.75  (feet)  COMP
 JX0697  MODELED GRAV-     980,038.4   (mgal)                       NAVD 88
 JX0697
 JX0697  VERT ORDER  -  SECOND    CLASS 0
 JX0697
 JX0697.The horizontal coordinates were scaled from a topographic map and have
 JX0697.an estimated accuracy of +/- 6 seconds.
 JX0697
 JX0697.The orthometric height was determined by differential leveling
 JX0697.and adjusted by the National Geodetic Survey in June 1991..
 JX0697
 JX0697.The geoid height was determined by GEOID03.
 JX0697
 JX0697.The dynamic height is computed by dividing the NAVD 88
 JX0697.geopotential number by the normal gravity value computed on the
 JX0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0697.degrees latitude (g = 980.6199 gals.).
 JX0697
 JX0697.The modeled gravity was interpolated from observed gravity values.
 JX0697
 JX0697;                    North         East    Units  Estimated Accuracy
 JX0697;SPC WV N     -   137,940.      505,070.      MT  (+/- 180 meters Scaled)
 JX0697
 JX0697                          SUPERSEDED SURVEY CONTROL
 JX0697
 JX0697  NGVD 29 (??/??/92)  413.302  (m)         1355.97   (f) ADJ UNCH    2 0
 JX0697
 JX0697.Superseded values are not recommended for survey control.
 JX0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0697.See file dsdata.txt to determine how the superseded data were derived.
 JX0697
 JX0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND336986(NAD 83)
 JX0697_MARKER: DB = BENCH MARK DISK
 JX0697_SETTING: 66 = SET IN ROCK OUTCROP
 JX0697_SP_SET: ROCK OUTCROP
 JX0697_STAMPING: A 127 1957
 JX0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0697+STABILITY: POSITION/ELEVATION WELL
 JX0697
 JX0697  HISTORY     - Date     Condition        Report By
 JX0697  HISTORY     - 1957     MONUMENTED       CGS
 JX0697
 JX0697                          STATION DESCRIPTION
 JX0697
 JX0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0697'4.7 MI NE FROM SILVER HILL.
 JX0697'ABOUT 4.05 MILES NORTHEAST ALONG STATE HIGHWAY 89 FROM THE
 JX0697'BRIDGE OVER LAUREL RUN AND POST OFFICE AT SILVER HILL, THENCE
 JX0697'ABOUT 0.65 MILE NORTH ALONG A GRAVEL ROAD, IN THE TOP OF A ROCK
 JX0697'OUTCROP WHICH IS IN A PASTURE, 99 FEET SOUTHWEST OF CENTER LINE
 JX0697'OF ROAD, 139 FEET SOUTHWEST AND ACROSS ROAD FROM POWER POLE NO.
 JX0697'34-1532, 76 FEET SOUTHWEST OF A FENCE LINE, 92 FEET SOUTHWEST
 JX0697'OF SOUTHWEST END OF A PIPE CULVERT, 1 1/2 FEET NORTHWEST OF
 JX0697'SOUTHEAST EDGE OF ROCK OUTCROP, 4 FEET NORTHEAST OF SOUTHWEST
 JX0697'EDGE OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0712 ***********************************************************************
 JX0712  DESIGNATION -  A 128
 JX0712  PID         -  JX0712
 JX0712  STATE/COUNTY-  WV/MARSHALL
 JX0712  USGS QUAD   -  POWHATAN POINT (1984)
 JX0712
 JX0712                         *CURRENT SURVEY CONTROL
 JX0712  ___________________________________________________________________
 JX0712* NAD 83(1986)-  39 48 55.     (N)    080 46 51.     (W)     SCALED    
 JX0712* NAVD 88     -       194.308  (meters)     637.49   (feet)  ADJUSTED  
 JX0712  ___________________________________________________________________
 JX0712  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JX0712  DYNAMIC HT  -         194.200 (meters)     637.14  (feet)  COMP
 JX0712  MODELED GRAV-     980,066.1   (mgal)                       NAVD 88
 JX0712
 JX0712  VERT ORDER  -  SECOND    CLASS 0
 JX0712
 JX0712.The horizontal coordinates were scaled from a topographic map and have
 JX0712.an estimated accuracy of +/- 6 seconds.
 JX0712
 JX0712.The orthometric height was determined by differential leveling
 JX0712.and adjusted by the National Geodetic Survey in June 1991..
 JX0712
 JX0712.The geoid height was determined by GEOID03.
 JX0712
 JX0712.The dynamic height is computed by dividing the NAVD 88
 JX0712.geopotential number by the normal gravity value computed on the
 JX0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0712.degrees latitude (g = 980.6199 gals.).
 JX0712
 JX0712.The modeled gravity was interpolated from observed gravity values.
 JX0712
 JX0712;                    North         East    Units  Estimated Accuracy
 JX0712;SPC WV N     -   146,800.      490,340.      MT  (+/- 180 meters Scaled)
 JX0712
 JX0712                          SUPERSEDED SURVEY CONTROL
 JX0712
 JX0712  NGVD 29 (??/??/92)  194.450  (m)          637.96   (f) ADJ UNCH    2 0
 JX0712
 JX0712.Superseded values are not recommended for survey control.
 JX0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0712.See file dsdata.txt to determine how the superseded data were derived.
 JX0712
 JX0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE187072(NAD 83)
 JX0712_MARKER: DB = BENCH MARK DISK
 JX0712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0712_SP_SET: CURB
 JX0712_STAMPING: A 128 1957
 JX0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0712
 JX0712  HISTORY     - Date     Condition        Report By
 JX0712  HISTORY     - 1957     MONUMENTED       CGS
 JX0712  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0712
 JX0712                          STATION DESCRIPTION
 JX0712
 JX0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0712'0.8 MI SE FROM GRAYSVILLE.
 JX0712'ABOUT 0.85 MILE SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING FISH
 JX0712'CREEK FROM THE SCHOOL AT GRAYSVILLE, 39 FEET NORTHWEST OF CENTER
 JX0712'LINE OF ROAD, IN THE TOP OF EAST CORNER OF A 4-FOOT SQUARE
 JX0712'CONCRETE CURB OF AN ABANDONED WELL, 60 FEET SOUTHWEST OF
 JX0712'TELEPHONE POLE NO. 297-35, 110 FEET NORTHEAST OF NORTHWEST END
 JX0712'OF A 3-FOOT PIPE CULVERT UNDER ROAD.
 JX0712
 JX0712                          STATION RECOVERY (1983)
 JX0712
 JX0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0712'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF AN
 JX0712'ABANDONED WELL BEING FOUND, AREA HAS BECOME GROWN OVER AND THE WELL
 JX0712'MAY BE COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0611 ***********************************************************************
 JX0611  DESIGNATION -  A 129
 JX0611  PID         -  JX0611
 JX0611  STATE/COUNTY-  WV/WETZEL
 JX0611  USGS QUAD   -  BIG RUN (1976)
 JX0611
 JX0611                         *CURRENT SURVEY CONTROL
 JX0611  ___________________________________________________________________
 JX0611* NAD 83(1986)-  39 37 15.     (N)    080 37 00.     (W)     SCALED    
 JX0611* NAVD 88     -       287.410  (meters)     942.94   (feet)  ADJUSTED  
 JX0611  ___________________________________________________________________
 JX0611  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JX0611  DYNAMIC HT  -         287.241 (meters)     942.39  (feet)  COMP
 JX0611  MODELED GRAV-     980,033.6   (mgal)                       NAVD 88
 JX0611
 JX0611  VERT ORDER  -  SECOND    CLASS 0
 JX0611
 JX0611.The horizontal coordinates were scaled from a topographic map and have
 JX0611.an estimated accuracy of +/- 6 seconds.
 JX0611
 JX0611.The orthometric height was determined by differential leveling
 JX0611.and adjusted by the National Geodetic Survey in June 1991..
 JX0611
 JX0611.The geoid height was determined by GEOID03.
 JX0611
 JX0611.The dynamic height is computed by dividing the NAVD 88
 JX0611.geopotential number by the normal gravity value computed on the
 JX0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0611.degrees latitude (g = 980.6199 gals.).
 JX0611
 JX0611.The modeled gravity was interpolated from observed gravity values.
 JX0611
 JX0611;                    North         East    Units  Estimated Accuracy
 JX0611;SPC WV N     -   125,030.      504,130.      MT  (+/- 180 meters Scaled)
 JX0611
 JX0611                          SUPERSEDED SURVEY CONTROL
 JX0611
 JX0611  NGVD 29 (??/??/92)  287.564  (m)          943.45   (f) ADJ UNCH    2 0
 JX0611
 JX0611.Superseded values are not recommended for survey control.
 JX0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0611.See file dsdata.txt to determine how the superseded data were derived.
 JX0611
 JX0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND329857(NAD 83)
 JX0611_MARKER: DB = BENCH MARK DISK
 JX0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0611_SP_SET: CULVERT
 JX0611_STAMPING: A 129 1957
 JX0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0611
 JX0611  HISTORY     - Date     Condition        Report By
 JX0611  HISTORY     - 1957     MONUMENTED       CGS
 JX0611
 JX0611                          STATION DESCRIPTION
 JX0611
 JX0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0611'3.7 MI W FROM UNIONTOWN.
 JX0611'ABOUT 3.7 MILES WEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 JX0611'AND ROAD JUNCTION AT UNIONTOWN, ABOUT 3.7 MILES SOUTHEAST OF THE
 JX0611'CHURCH OF CHRIST AT WILEYVILLE, ABOUT 0.6 MILE SOUTHWEST OF LONG
 JX0611'VALLEY BAPTIST CHURCH, IN THE TOP OF THE NORTHEAST END OF
 JX0611'SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT, 21 FEET
 JX0611'SOUTHEAST OF CENTER LINE OF HIGHWAY, 1/2 FOOT SOUTHWEST OF
 JX0611'NORTHEAST END OF HEAD WALL AND 1 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1008 ***********************************************************************
 HX1008  DESIGNATION -  A 13
 HX1008  PID         -  HX1008
 HX1008  STATE/COUNTY-  WV/WEBSTER
 HX1008  USGS QUAD   -  COWEN (1995)
 HX1008
 HX1008                         *CURRENT SURVEY CONTROL
 HX1008  ___________________________________________________________________
 HX1008* NAD 83(1986)-  38 27 21.     (N)    080 31 47.     (W)     SCALED    
 HX1008* NAVD 88     -       620.409  (meters)    2035.46   (feet)  ADJUSTED  
 HX1008  ___________________________________________________________________
 HX1008  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HX1008  DYNAMIC HT  -         619.941 (meters)    2033.92  (feet)  COMP
 HX1008  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 HX1008
 HX1008  VERT ORDER  -  SECOND    CLASS 0
 HX1008
 HX1008.The horizontal coordinates were scaled from a topographic map and have
 HX1008.an estimated accuracy of +/- 6 seconds.
 HX1008
 HX1008.The orthometric height was determined by differential leveling
 HX1008.and adjusted by the National Geodetic Survey in June 1991..
 HX1008
 HX1008.The geoid height was determined by GEOID03.
 HX1008
 HX1008.The dynamic height is computed by dividing the NAVD 88
 HX1008.geopotential number by the normal gravity value computed on the
 HX1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1008.degrees latitude (g = 980.6199 gals.).
 HX1008
 HX1008.The modeled gravity was interpolated from observed gravity values.
 HX1008
 HX1008;                    North         East    Units  Estimated Accuracy
 HX1008;SPC WV S     -   161,690.      641,050.      MT  (+/- 180 meters Scaled)
 HX1008
 HX1008                          SUPERSEDED SURVEY CONTROL
 HX1008
 HX1008  NGVD 29 (??/??/92)  620.57   (m)         2036.0    (f) COMPUTED    2 0
 HX1008
 HX1008.Superseded values are not recommended for survey control.
 HX1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1008.See file dsdata.txt to determine how the superseded data were derived.
 HX1008
 HX1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC410564(NAD 83)
 HX1008_MARKER: DB = BENCH MARK DISK
 HX1008_SETTING: 80 = SET IN A BOULDER
 HX1008_SP_SET: BOULDER
 HX1008_STAMPING: A 13 1934
 HX1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1008+STABILITY: SURFACE MOTION
 HX1008
 HX1008  HISTORY     - Date     Condition        Report By
 HX1008  HISTORY     - 1934     MONUMENTED       CGS
 HX1008  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1008
 HX1008                          STATION DESCRIPTION
 HX1008
 HX1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1008'0.4 MI N FROM HALO.
 HX1008'0.4 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1008'STATION AT HALO (MARCUS POST OFFICE), WEBSTER COUNTY, ABOUT
 HX1008'10 RAILS NORTH OF MILEPOST C 91, ABOUT 1-1/2 RAILS SOUTHWEST OF
 HX1008'THE NORTHEAST END OF A CUT, 15 FEET SOUTHEAST OF THE CENTER LINE
 HX1008'OF THE TRACK, AND IN THE TOP OF A LARGE EMBEDDED BOULDER, 2 FEET
 HX1008'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED A 13 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0580 ***********************************************************************
 JX0580  DESIGNATION -  A 130
 JX0580  PID         -  JX0580
 JX0580  STATE/COUNTY-  WV/WETZEL
 JX0580  USGS QUAD   -  WILEYVILLE (1976)
 JX0580
 JX0580                         *CURRENT SURVEY CONTROL
 JX0580  ___________________________________________________________________
 JX0580* NAD 83(1986)-  39 40 02.     (N)    080 42 53.     (W)     SCALED    
 JX0580* NAVD 88     -       408.788  (meters)    1341.17   (feet)  ADJUSTED  
 JX0580  ___________________________________________________________________
 JX0580  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JX0580  DYNAMIC HT  -         408.545 (meters)    1340.37  (feet)  COMP
 JX0580  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 JX0580
 JX0580  VERT ORDER  -  SECOND    CLASS 0
 JX0580
 JX0580.The horizontal coordinates were scaled from a topographic map and have
 JX0580.an estimated accuracy of +/- 6 seconds.
 JX0580
 JX0580.The orthometric height was determined by differential leveling
 JX0580.and adjusted by the National Geodetic Survey in June 1991..
 JX0580
 JX0580.The geoid height was determined by GEOID03.
 JX0580
 JX0580.The dynamic height is computed by dividing the NAVD 88
 JX0580.geopotential number by the normal gravity value computed on the
 JX0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0580.degrees latitude (g = 980.6199 gals.).
 JX0580
 JX0580.The modeled gravity was interpolated from observed gravity values.
 JX0580
 JX0580;                    North         East    Units  Estimated Accuracy
 JX0580;SPC WV N     -   130,290.      495,780.      MT  (+/- 180 meters Scaled)
 JX0580
 JX0580                          SUPERSEDED SURVEY CONTROL
 JX0580
 JX0580  NGVD 29 (??/??/92)  408.943  (m)         1341.67   (f) ADJ UNCH    2 0
 JX0580
 JX0580.Superseded values are not recommended for survey control.
 JX0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0580.See file dsdata.txt to determine how the superseded data were derived.
 JX0580
 JX0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND244908(NAD 83)
 JX0580_MARKER: DB = BENCH MARK DISK
 JX0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0580_STAMPING: A 130 1957
 JX0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0580+STABILITY: SURFACE MOTION
 JX0580
 JX0580  HISTORY     - Date     Condition        Report By
 JX0580  HISTORY     - 1957     MONUMENTED       CGS
 JX0580
 JX0580                          STATION DESCRIPTION
 JX0580
 JX0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0580'0.4 MI SW FROM NEWDALE.
 JX0580'ABOUT 0.45 MILE SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO NEW
 JX0580'MARTINSVILLE FROM THE JUNCTION OF STATE HIGHWAY 89 AT NEWDALE,
 JX0580'ABOUT 0.8 MILE NORTHEAST OF NORTH END OF A LARGE CEMETERY, ABOUT
 JX0580'0.95 MILE NORTHEAST OF MT. OLIVE SCHOOL, ON THE SOUTHWEST SLOPE
 JX0580'OF A HILL, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 JX0580'EAST AND SOUTH, 23 FEET NORTHWEST OF CENTER LINE OF ROAD, 61 FEET
 JX0580'NORTHWEST AND ACROSS ROAD FROM A LARGE TRIPLE TRUNK LOCUST TREE,
 JX0580'1 1/2 FEET NORTHWEST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT
 JX0580'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX0580'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0864 ***********************************************************************
 JX0864  DESIGNATION -  A 131
 JX0864  PID         -  JX0864
 JX0864  STATE/COUNTY-  WV/TYLER
 JX0864  USGS QUAD   -  BENS RUN (1994)
 JX0864
 JX0864                         *CURRENT SURVEY CONTROL
 JX0864  ___________________________________________________________________
 JX0864* NAD 83(1986)-  39 29 08.     (N)    081 05 37.     (W)     SCALED    
 JX0864* NAVD 88     -       195.981  (meters)     642.98   (feet)  ADJUSTED  
 JX0864  ___________________________________________________________________
 JX0864  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JX0864  DYNAMIC HT  -         195.865 (meters)     642.60  (feet)  COMP
 JX0864  MODELED GRAV-     980,029.9   (mgal)                       NAVD 88
 JX0864
 JX0864  VERT ORDER  -  FIRST     CLASS II
 JX0864
 JX0864.The horizontal coordinates were scaled from a topographic map and have
 JX0864.an estimated accuracy of +/- 6 seconds.
 JX0864
 JX0864.The orthometric height was determined by differential leveling
 JX0864.and adjusted by the National Geodetic Survey in June 1991..
 JX0864
 JX0864.The geoid height was determined by GEOID03.
 JX0864
 JX0864.The dynamic height is computed by dividing the NAVD 88
 JX0864.geopotential number by the normal gravity value computed on the
 JX0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0864.degrees latitude (g = 980.6199 gals.).
 JX0864
 JX0864.The modeled gravity was interpolated from observed gravity values.
 JX0864
 JX0864;                    North         East    Units  Estimated Accuracy
 JX0864;SPC WV N     -   110,630.      462,920.      MT  (+/- 180 meters Scaled)
 JX0864
 JX0864                          SUPERSEDED SURVEY CONTROL
 JX0864
 JX0864  NGVD 29 (??/??/92)  196.151  (m)          643.54   (f) ADJ UNCH    1 2
 JX0864
 JX0864.Superseded values are not recommended for survey control.
 JX0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0864.See file dsdata.txt to determine how the superseded data were derived.
 JX0864
 JX0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD919706(NAD 83)
 JX0864_MARKER: DB = BENCH MARK DISK
 JX0864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0864_SP_SET: BUILDING
 JX0864_STAMPING: A 131 1957
 JX0864_MARK LOGO: CGS   
 JX0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0864
 JX0864  HISTORY     - Date     Condition        Report By
 JX0864  HISTORY     - 1957     MONUMENTED       CGS
 JX0864  HISTORY     - 1983     GOOD             NGS
 JX0864
 JX0864                          STATION DESCRIPTION
 JX0864
 JX0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0864'1.6 MI NE FROM BENS RUN.
 JX0864'ABOUT 1.55 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0864'FROM THE JUNCTION OF STATE HIGHWAY 2 AND BENS RUN AT BENS RUN, ABOUT
 JX0864'0.1 MILE SOUTHEAST OF TRACK AND HIGHWAY, SET VERTICALLY IN THE
 JX0864'NORTHWEST FACE OF CONCRETE FOUNDATION OF UNION CARBIDE COMPANY
 JX0864'OFFICE BUILDING, 1 1/2 FEET SOUTHWEST OF NORTH CORNER OF BUILDING
 JX0864'AND 2 FEET ABOVE GROUND.
 JX0864
 JX0864                          STATION RECOVERY (1983)
 JX0864
 JX0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0885 ***********************************************************************
 JX0885  DESIGNATION -  A 132
 JX0885  PID         -  JX0885
 JX0885  STATE/COUNTY-  WV/PLEASANTS
 JX0885  USGS QUAD   -  WILLOW ISLAND (1994)
 JX0885
 JX0885                         *CURRENT SURVEY CONTROL
 JX0885  ___________________________________________________________________
 JX0885* NAD 83(1986)-  39 22 19.     (N)    081 17 12.     (W)     SCALED    
 JX0885* NAVD 88     -       193.061  (meters)     633.40   (feet)  ADJUSTED  
 JX0885  ___________________________________________________________________
 JX0885  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JX0885  DYNAMIC HT  -         192.943 (meters)     633.01  (feet)  COMP
 JX0885  MODELED GRAV-     980,016.7   (mgal)                       NAVD 88
 JX0885
 JX0885  VERT ORDER  -  FIRST     CLASS II
 JX0885
 JX0885.The horizontal coordinates were scaled from a topographic map and have
 JX0885.an estimated accuracy of +/- 6 seconds.
 JX0885
 JX0885.The orthometric height was determined by differential leveling
 JX0885.and adjusted by the National Geodetic Survey in June 1991..
 JX0885
 JX0885.The geoid height was determined by GEOID03.
 JX0885
 JX0885.The dynamic height is computed by dividing the NAVD 88
 JX0885.geopotential number by the normal gravity value computed on the
 JX0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0885.degrees latitude (g = 980.6199 gals.).
 JX0885
 JX0885.The modeled gravity was interpolated from observed gravity values.
 JX0885
 JX0885;                    North         East    Units  Estimated Accuracy
 JX0885;SPC WV N     -    98,330.      446,060.      MT  (+/- 180 meters Scaled)
 JX0885
 JX0885                          SUPERSEDED SURVEY CONTROL
 JX0885
 JX0885  NGVD 29 (??/??/92)  193.216  (m)          633.91   (f) ADJ UNCH    1 2
 JX0885
 JX0885.Superseded values are not recommended for survey control.
 JX0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0885.See file dsdata.txt to determine how the superseded data were derived.
 JX0885
 JX0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD753580(NAD 83)
 JX0885_MARKER: DB = BENCH MARK DISK
 JX0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0885_SP_SET: DOOR SILL
 JX0885_STAMPING: A 132 1957
 JX0885_MARK LOGO: CGS   
 JX0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0885
 JX0885  HISTORY     - Date     Condition        Report By
 JX0885  HISTORY     - 1957     MONUMENTED       CGS
 JX0885  HISTORY     - 1963     GOOD             NGS
 JX0885  HISTORY     - 1983     GOOD             NGS
 JX0885
 JX0885                          STATION DESCRIPTION
 JX0885
 JX0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0885'1.6 MI SW FROM BELMONT.
 JX0885'ABOUT 1.65 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0885'FROM THE JUNCTION OF STATE HIGHWAY 2 AND MAIN STREET AT BELMONT,
 JX0885'AT EUREKA, ABOUT 65 YARD SOUTHWEST OF MILE POST 69, IN THE TOP
 JX0885'OF EAST END OF NORTH DOOR SILL OF ST. PAULS METHODIST CHURCH,
 JX0885'80 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK, 1 FOOT WEST OF
 JX0885'NORTHEAST CORNER OF BUILDING AND ABOUT 1 FOOT ABOVE LEVEL OF
 JX0885'TRACK.
 JX0885
 JX0885                          STATION RECOVERY (1963)
 JX0885
 JX0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0885'RECOVERED IN GOOD CONDITION.
 JX0885
 JX0885                          STATION RECOVERY (1983)
 JX0885
 JX0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0917 ***********************************************************************
 JX0917  DESIGNATION -  A 133
 JX0917  PID         -  JX0917
 JX0917  STATE/COUNTY-  WV/RITCHIE
 JX0917  USGS QUAD   -  CAIRO (1986)
 JX0917
 JX0917                         *CURRENT SURVEY CONTROL
 JX0917  ___________________________________________________________________
 JX0917* NAD 83(1986)-  39 13 04.     (N)    081 09 42.     (W)     SCALED    
 JX0917* NAVD 88     -       208.876  (meters)     685.29   (feet)  ADJUSTED  
 JX0917  ___________________________________________________________________
 JX0917  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JX0917  DYNAMIC HT  -         208.747 (meters)     684.86  (feet)  COMP
 JX0917  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 JX0917
 JX0917  VERT ORDER  -  SECOND    CLASS 0
 JX0917
 JX0917.The horizontal coordinates were scaled from a topographic map and have
 JX0917.an estimated accuracy of +/- 6 seconds.
 JX0917
 JX0917.The orthometric height was determined by differential leveling
 JX0917.and adjusted by the National Geodetic Survey in June 1991..
 JX0917
 JX0917.The geoid height was determined by GEOID03.
 JX0917
 JX0917.The dynamic height is computed by dividing the NAVD 88
 JX0917.geopotential number by the normal gravity value computed on the
 JX0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0917.degrees latitude (g = 980.6199 gals.).
 JX0917
 JX0917.The modeled gravity was interpolated from observed gravity values.
 JX0917
 JX0917;                    North         East    Units  Estimated Accuracy
 JX0917;SPC WV N     -    81,010.      456,510.      MT  (+/- 180 meters Scaled)
 JX0917
 JX0917                          SUPERSEDED SURVEY CONTROL
 JX0917
 JX0917  NGVD 29 (??/??/92)  209.056  (m)          685.88   (f) ADJ UNCH    2 0
 JX0917
 JX0917.Superseded values are not recommended for survey control.
 JX0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0917.See file dsdata.txt to determine how the superseded data were derived.
 JX0917
 JX0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD860409(NAD 83)
 JX0917_MARKER: DB = BENCH MARK DISK
 JX0917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0917_SP_SET: BRIDGE
 JX0917_STAMPING: A 133 1957
 JX0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0917
 JX0917  HISTORY     - Date     Condition        Report By
 JX0917  HISTORY     - 1957     MONUMENTED       CGS
 JX0917
 JX0917                          STATION DESCRIPTION
 JX0917
 JX0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0917'0.8 MI NW FROM CAIRO.
 JX0917'ABOUT 0.85 MILES NORTHWEST ALONG STATE HIGHWAY 31 FROM THE
 JX0917'BALTIMORE AND OHIO RAILROAD STATION AT CAIRO, IN THE TOP OF THE
 JX0917'WEST WING WALL OF NORTHWEST ABUTMENT OF A 24-FOOT CONCRETE
 JX0917'BRIDGE OVER BIG RUN, 18 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 JX0917'1 FOOT EAST OF WEST END OF TOP PART OF WING WALL AND 1 FOOT
 JX0917'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0879 ***********************************************************************
 JX0879  DESIGNATION -  A 134
 JX0879  PID         -  JX0879
 JX0879  STATE/COUNTY-  WV/PLEASANTS
 JX0879  USGS QUAD   -  RAVEN ROCK (1994)
 JX0879
 JX0879                         *CURRENT SURVEY CONTROL
 JX0879  ___________________________________________________________________
 JX0879* NAD 83(1986)-  39 23 27.     (N)    081 12 20.     (W)     SCALED    
 JX0879* NAVD 88     -       190.413  (meters)     624.71   (feet)  ADJUSTED  
 JX0879  ___________________________________________________________________
 JX0879  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JX0879  DYNAMIC HT  -         190.299 (meters)     624.34  (feet)  COMP
 JX0879  MODELED GRAV-     980,023.2   (mgal)                       NAVD 88
 JX0879
 JX0879  VERT ORDER  -  FIRST     CLASS II
 JX0879
 JX0879.The horizontal coordinates were scaled from a topographic map and have
 JX0879.an estimated accuracy of +/- 6 seconds.
 JX0879
 JX0879.The orthometric height was determined by differential leveling
 JX0879.and adjusted by the National Geodetic Survey in June 1991..
 JX0879
 JX0879.The geoid height was determined by GEOID03.
 JX0879
 JX0879.The dynamic height is computed by dividing the NAVD 88
 JX0879.geopotential number by the normal gravity value computed on the
 JX0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0879.degrees latitude (g = 980.6199 gals.).
 JX0879
 JX0879.The modeled gravity was interpolated from observed gravity values.
 JX0879
 JX0879;                    North         East    Units  Estimated Accuracy
 JX0879;SPC WV N     -   100,290.      453,090.      MT  (+/- 180 meters Scaled)
 JX0879
 JX0879                          SUPERSEDED SURVEY CONTROL
 JX0879
 JX0879  NGVD 29 (??/??/92)  190.577  (m)          625.25   (f) ADJ UNCH    1 2
 JX0879
 JX0879.Superseded values are not recommended for survey control.
 JX0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0879.See file dsdata.txt to determine how the superseded data were derived.
 JX0879
 JX0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD822601(NAD 83)
 JX0879_MARKER: DB = BENCH MARK DISK
 JX0879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0879_SP_SET: FOUNDATION
 JX0879_STAMPING: A 134 1957
 JX0879_MARK LOGO: CGS   
 JX0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0879
 JX0879  HISTORY     - Date     Condition        Report By
 JX0879  HISTORY     - 1957     MONUMENTED       CGS
 JX0879  HISTORY     - 1983     GOOD             NGS
 JX0879
 JX0879                          STATION DESCRIPTION
 JX0879
 JX0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0879'AT ST MARYS.
 JX0879'AT ST. MARYS, AT THE POST OFFICE, IN THE TOP OF THE NORTHWEST
 JX0879'SIDE OF THE CONCRETE FOUNDATION FOR FLAG POLE, 14 1/2 FEET
 JX0879'SOUTHEAST OF SOUTHEAST CURB OF SECOND STREET, 14 FEET NORTH OF
 JX0879'NORTH CORNER OF NORTHWEST WING OF POSTOFFICE AND ABOUT 3 FEET
 JX0879'ABOVE LEVEL OF SIDE WALK.
 JX0879
 JX0879                          STATION RECOVERY (1983)
 JX0879
 JX0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0380 ***********************************************************************
 JX0380  DESIGNATION -  A 135
 JX0380  PID         -  JX0380
 JX0380  STATE/COUNTY-  WV/TYLER
 JX0380  USGS QUAD   -  SHIRLEY (1989)
 JX0380
 JX0380                         *CURRENT SURVEY CONTROL
 JX0380  ___________________________________________________________________
 JX0380* NAD 83(1986)-  39 23 53.     (N)    080 45 55.     (W)     SCALED    
 JX0380* NAVD 88     -       223.305  (meters)     732.63   (feet)  ADJUSTED  
 JX0380  ___________________________________________________________________
 JX0380  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0380  DYNAMIC HT  -         223.171 (meters)     732.19  (feet)  COMP
 JX0380  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 JX0380
 JX0380  VERT ORDER  -  SECOND    CLASS 0
 JX0380
 JX0380.The horizontal coordinates were scaled from a topographic map and have
 JX0380.an estimated accuracy of +/- 6 seconds.
 JX0380
 JX0380.The orthometric height was determined by differential leveling
 JX0380.and adjusted by the National Geodetic Survey in June 1991..
 JX0380
 JX0380.The geoid height was determined by GEOID03.
 JX0380
 JX0380.The dynamic height is computed by dividing the NAVD 88
 JX0380.geopotential number by the normal gravity value computed on the
 JX0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0380.degrees latitude (g = 980.6199 gals.).
 JX0380
 JX0380.The modeled gravity was interpolated from observed gravity values.
 JX0380
 JX0380;                    North         East    Units  Estimated Accuracy
 JX0380;SPC WV N     -   100,470.      491,020.      MT  (+/- 180 meters Scaled)
 JX0380
 JX0380                          SUPERSEDED SURVEY CONTROL
 JX0380
 JX0380  NGVD 29 (??/??/92)  223.466  (m)          733.15   (f) ADJ UNCH    2 0
 JX0380
 JX0380.Superseded values are not recommended for survey control.
 JX0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0380.See file dsdata.txt to determine how the superseded data were derived.
 JX0380
 JX0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND202609(NAD 83)
 JX0380_MARKER: DB = BENCH MARK DISK
 JX0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0380_STAMPING: A 135 1957
 JX0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0380+STABILITY: SURFACE MOTION
 JX0380
 JX0380  HISTORY     - Date     Condition        Report By
 JX0380  HISTORY     - 1957     MONUMENTED       CGS
 JX0380
 JX0380                          STATION DESCRIPTION
 JX0380
 JX0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0380'AT SHIRLEY.
 JX0380'AT SHIRLEY, ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 23 FROM THE
 JX0380'POST OFFICE, 22 FEET NORTH OF CENTER LINE OF HIGHWAY, 68 1/2 FEET
 JX0380'WEST-NORTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND A ROAD NORTH,
 JX0380'91 1/2 FEET WEST AND ACROSS ROAD NORTH FROM THE WEST END OF
 JX0380'NORTH HEAD WALL OF A 10-FOOT CONCRETE BRIDGE OVER CAMP RUN,
 JX0380'23 1/2 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF A 2-STORY
 JX0380'FRAME HOUSE, 3 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A
 JX0380'FENCE LINE, 2 FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT 1
 JX0380'FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JX0380'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0810 ***********************************************************************
 JX0810  DESIGNATION -  A 136
 JX0810  PID         -  JX0810
 JX0810  STATE/COUNTY-  WV/TYLER
 JX0810  USGS QUAD   -  NEW MATAMORAS (1994)
 JX0810
 JX0810                         *CURRENT SURVEY CONTROL
 JX0810  ___________________________________________________________________
 JX0810* NAD 83(1986)-  39 33 13.     (N)    081 00 21.     (W)     SCALED    
 JX0810* NAVD 88     -       195.813  (meters)     642.43   (feet)  ADJUSTED  
 JX0810  ___________________________________________________________________
 JX0810  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX0810  DYNAMIC HT  -         195.699 (meters)     642.06  (feet)  COMP
 JX0810  MODELED GRAV-     980,038.7   (mgal)                       NAVD 88
 JX0810
 JX0810  VERT ORDER  -  SECOND    CLASS 0
 JX0810
 JX0810.The horizontal coordinates were scaled from a topographic map and have
 JX0810.an estimated accuracy of +/- 6 seconds.
 JX0810
 JX0810.The orthometric height was determined by differential leveling
 JX0810.and adjusted by the National Geodetic Survey in June 1991..
 JX0810
 JX0810.The geoid height was determined by GEOID03.
 JX0810
 JX0810.The dynamic height is computed by dividing the NAVD 88
 JX0810.geopotential number by the normal gravity value computed on the
 JX0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0810.degrees latitude (g = 980.6199 gals.).
 JX0810
 JX0810.The modeled gravity was interpolated from observed gravity values.
 JX0810
 JX0810;                    North         East    Units  Estimated Accuracy
 JX0810;SPC WV N     -   118,050.      470,590.      MT  (+/- 180 meters Scaled)
 JX0810
 JX0810                          SUPERSEDED SURVEY CONTROL
 JX0810
 JX0810  NGVD 29 (??/??/92)  195.967  (m)          642.94   (f) ADJ UNCH    2 0
 JX0810
 JX0810.Superseded values are not recommended for survey control.
 JX0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0810.See file dsdata.txt to determine how the superseded data were derived.
 JX0810
 JX0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD994782(NAD 83)
 JX0810_MARKER: DB = BENCH MARK DISK
 JX0810_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0810_SP_SET: OVERPASS
 JX0810_STAMPING: A 136 1957
 JX0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0810
 JX0810  HISTORY     - Date     Condition        Report By
 JX0810  HISTORY     - 1957     MONUMENTED       CGS
 JX0810  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0810
 JX0810                          STATION DESCRIPTION
 JX0810
 JX0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0810'0.7 MI SW FROM SISTERVILLE.
 JX0810'ABOUT 0.7 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0810'FROM THE STATION AT SISTERVILLE, IN THE TOP OF THE NORTHEAST
 JX0810'CONCRETE ABUTMENT OF RAILROAD OVERPASS OVER STATE HIGHWAY 2, 11
 JX0810'FEET SOUTHEAST OF SOUTHEAST RAIL AND 1 FOOT BELOW LEVEL OF TRACK.
 JX0810
 JX0810                          STATION RECOVERY (1983)
 JX0810
 JX0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0810'NOT RECOVERED, THE SHANK OF THE DISK WAS FOUND WITH DISK REMOVED,
 JX0810'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0629 ***********************************************************************
 JX0629  DESIGNATION -  A 137
 JX0629  PID         -  JX0629
 JX0629  STATE/COUNTY-  WV/TYLER
 JX0629  USGS QUAD   -  PINE GROVE (1976)
 JX0629
 JX0629                         *CURRENT SURVEY CONTROL
 JX0629  ___________________________________________________________________
 JX0629* NAD 83(1986)-  39 30 40.     (N)    080 44 27.     (W)     SCALED    
 JX0629* NAVD 88     -       375.513  (meters)    1232.00   (feet)  ADJUSTED  
 JX0629  ___________________________________________________________________
 JX0629  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JX0629  DYNAMIC HT  -         375.294 (meters)    1231.28  (feet)  COMP
 JX0629  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 JX0629
 JX0629  VERT ORDER  -  SECOND    CLASS 0
 JX0629
 JX0629.The horizontal coordinates were scaled from a topographic map and have
 JX0629.an estimated accuracy of +/- 6 seconds.
 JX0629
 JX0629.The orthometric height was determined by differential leveling
 JX0629.and adjusted by the National Geodetic Survey in June 1991..
 JX0629
 JX0629.The geoid height was determined by GEOID03.
 JX0629
 JX0629.The dynamic height is computed by dividing the NAVD 88
 JX0629.geopotential number by the normal gravity value computed on the
 JX0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0629.degrees latitude (g = 980.6199 gals.).
 JX0629
 JX0629.The modeled gravity was interpolated from observed gravity values.
 JX0629
 JX0629;                    North         East    Units  Estimated Accuracy
 JX0629;SPC WV N     -   112,990.      493,300.      MT  (+/- 180 meters Scaled)
 JX0629
 JX0629                          SUPERSEDED SURVEY CONTROL
 JX0629
 JX0629  NGVD 29 (??/??/92)  375.675  (m)         1232.53   (f) ADJ UNCH    2 0
 JX0629
 JX0629.Superseded values are not recommended for survey control.
 JX0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0629.See file dsdata.txt to determine how the superseded data were derived.
 JX0629
 JX0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND222735(NAD 83)
 JX0629_MARKER: DB = BENCH MARK DISK
 JX0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0629_STAMPING: A 137 1957
 JX0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0629+STABILITY: SURFACE MOTION
 JX0629
 JX0629  HISTORY     - Date     Condition        Report By
 JX0629  HISTORY     - 1957     MONUMENTED       CGS
 JX0629
 JX0629                          STATION DESCRIPTION
 JX0629
 JX0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0629'AT ATWOOD.
 JX0629'AT ATWOOD, AT THE JUNCTION OF A GRAVEL ROAD FOLLOWING THE
 JX0629'TYLER-WETZEL COUNTY LINE AND A SMALL ROAD LEADING INTO CROW
 JX0629'RUN (NORTHEAST), 24 FEET NORTHEAST OF CENTER LINE OF GRAVEL
 JX0629'ROAD, 25 1/2 FEET NORTHWEST OF CENTER LINE OF ROAD NORTHEAST,
 JX0629'78 1/2 FEET NORTHWEST AND ACROSS SIDE ROAD FROM WEST CORNER OF
 JX0629'A 2-STORY FARM HOUSE, 2 1/2 FEET SOUTHWEST OF A WIRE FENCE, 72
 JX0629'FEET SOUTHEAST OF A 16-INCH PIPE LINE MARKER POST, 78 FEET
 JX0629'SOUTHEAST OF A 12-INCH PIPE LINE MARKER POST, 2 FEET EAST OF A
 JX0629'CONCRETE WITNESS POST, ABOUT 3 FEET ABOVE LEVEL OF ROADS AND
 JX0629'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0472 ***********************************************************************
 JX0472  DESIGNATION -  A 138
 JX0472  PID         -  JX0472
 JX0472  STATE/COUNTY-  WV/WETZEL
 JX0472  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0472
 JX0472                         *CURRENT SURVEY CONTROL
 JX0472  ___________________________________________________________________
 JX0472* NAD 83(1986)-  39 42 27.     (N)    080 49 29.     (W)     SCALED    
 JX0472* NAVD 88     -       193.039  (meters)     633.33   (feet)  ADJUSTED  
 JX0472  ___________________________________________________________________
 JX0472  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JX0472  DYNAMIC HT  -         192.931 (meters)     632.97  (feet)  COMP
 JX0472  MODELED GRAV-     980,061.6   (mgal)                       NAVD 88
 JX0472
 JX0472  VERT ORDER  -  FIRST     CLASS II
 JX0472
 JX0472.The horizontal coordinates were scaled from a topographic map and have
 JX0472.an estimated accuracy of +/- 6 seconds.
 JX0472
 JX0472.The orthometric height was determined by differential leveling
 JX0472.and adjusted by the National Geodetic Survey in June 1991..
 JX0472
 JX0472.The geoid height was determined by GEOID03.
 JX0472
 JX0472.The dynamic height is computed by dividing the NAVD 88
 JX0472.geopotential number by the normal gravity value computed on the
 JX0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0472.degrees latitude (g = 980.6199 gals.).
 JX0472
 JX0472.The modeled gravity was interpolated from observed gravity values.
 JX0472
 JX0472;                    North         East    Units  Estimated Accuracy
 JX0472;SPC WV N     -   134,890.      486,410.      MT  (+/- 180 meters Scaled)
 JX0472
 JX0472                          SUPERSEDED SURVEY CONTROL
 JX0472
 JX0472  NGVD 29 (??/??/92)  193.215  (m)          633.91   (f) ADJ UNCH    1 2
 JX0472
 JX0472.Superseded values are not recommended for survey control.
 JX0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0472.See file dsdata.txt to determine how the superseded data were derived.
 JX0472
 JX0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND150953(NAD 83)
 JX0472_MARKER: DB = BENCH MARK DISK
 JX0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0472_SP_SET: OVERPASS
 JX0472_STAMPING: A 138 1957
 JX0472_MARK LOGO: CGS   
 JX0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0472
 JX0472  HISTORY     - Date     Condition        Report By
 JX0472  HISTORY     - 1957     MONUMENTED       CGS
 JX0472  HISTORY     - 1983     GOOD             NGS
 JX0472
 JX0472                          STATION DESCRIPTION
 JX0472
 JX0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0472'AT PROCTOR.
 JX0472'AT PROCTOR, ABOUT 0.1 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO
 JX0472'RAILROAD FROM THE BRIDGE OVER PROCTOR CREEK, IN THE TOP OF THE
 JX0472'SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF RAILROAD OVERPASS NO.
 JX0472'318 OVER A GRAVEL ROAD, 7 FEET SOUTHEAST OF SOUTHEAST RAIL, 66 FEET
 JX0472'NORTHWEST OF CENTER LINE OF STATE HIGHWAY 2, 4 1/2 FEET NORTHWEST
 JX0472'OF SOUTHEAST END OF ABUTMENT AND 2 1/2 FEET BELOW LEVEL OF TRACK.
 JX0472
 JX0472                          STATION RECOVERY (1983)
 JX0472
 JX0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0472'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE WITH
 JX0472'THE FOLLOWING CORRECTIONS--THE GRAVEL ROAD IS NOW PAVED AND LEADS TO A
 JX0472'PPG INDUSTRIES RECREATION AREA, ADD--20.12 METERS (66.0 FT) NORTHWEST
 JX0472'OF THE CENTERLINE OF THE SOUTHBOUND LANE OF STATE HIGHWAY 2.
 JX0472'THE MARK IS 1.28 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0458 ***********************************************************************
 JX0458  DESIGNATION -  A 139
 JX0458  PID         -  JX0458
 JX0458  STATE/COUNTY-  WV/WETZEL
 JX0458  USGS QUAD   -  PORTERS FALLS (1976)
 JX0458
 JX0458                         *CURRENT SURVEY CONTROL
 JX0458  ___________________________________________________________________
 JX0458* NAD 83(1986)-  39 35 23.     (N)    080 48 39.     (W)     SCALED    
 JX0458* NAVD 88     -       196.341  (meters)     644.16   (feet)  ADJUSTED  
 JX0458  ___________________________________________________________________
 JX0458  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JX0458  DYNAMIC HT  -         196.227 (meters)     643.79  (feet)  COMP
 JX0458  MODELED GRAV-     980,043.4   (mgal)                       NAVD 88
 JX0458
 JX0458  VERT ORDER  -  SECOND    CLASS 0
 JX0458
 JX0458.The horizontal coordinates were scaled from a topographic map and have
 JX0458.an estimated accuracy of +/- 6 seconds.
 JX0458
 JX0458.The orthometric height was determined by differential leveling
 JX0458.and adjusted by the National Geodetic Survey in June 1991..
 JX0458
 JX0458.The geoid height was determined by GEOID03.
 JX0458
 JX0458.The dynamic height is computed by dividing the NAVD 88
 JX0458.geopotential number by the normal gravity value computed on the
 JX0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0458.degrees latitude (g = 980.6199 gals.).
 JX0458
 JX0458.The modeled gravity was interpolated from observed gravity values.
 JX0458
 JX0458;                    North         East    Units  Estimated Accuracy
 JX0458;SPC WV N     -   121,800.      487,410.      MT  (+/- 180 meters Scaled)
 JX0458
 JX0458                          SUPERSEDED SURVEY CONTROL
 JX0458
 JX0458  NGVD 29 (??/??/92)  196.501  (m)          644.69   (f) ADJ UNCH    2 0
 JX0458
 JX0458.Superseded values are not recommended for survey control.
 JX0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0458.See file dsdata.txt to determine how the superseded data were derived.
 JX0458
 JX0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND162822(NAD 83)
 JX0458_MARKER: DB = BENCH MARK DISK
 JX0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0458_SP_SET: BRIDGE
 JX0458_STAMPING: A 139 1957
 JX0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0458
 JX0458  HISTORY     - Date     Condition        Report By
 JX0458  HISTORY     - 1957     MONUMENTED       CGS
 JX0458
 JX0458                          STATION DESCRIPTION
 JX0458
 JX0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0458'AT MINNIE.
 JX0458'AT MINNIE, ALONG THE BALTIMORE AND OHIO RAILROAD, 0.1 MILE WEST
 JX0458'OF GRAVEL ROAD CROSSING, NEAR MILEAGE POLE NO. 7+13, IN THE TOP
 JX0458'OF THE NORTH END OF THE EAST ABUTMENT (SECOND STEP DOWN FROM TOP)
 JX0458'OF RAILROAD BRIDGE NO. 74 OVER A CREEK, 11 FEET NORTH OF NORTH
 JX0458'RAIL AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1819 ***********************************************************************
 HX1819  DESIGNATION -  A 14
 HX1819  PID         -  HX1819
 HX1819  STATE/COUNTY-  WV/NICHOLAS
 HX1819  USGS QUAD   -  LOCKWOOD (1976)
 HX1819
 HX1819                         *CURRENT SURVEY CONTROL
 HX1819  ___________________________________________________________________
 HX1819* NAD 83(1986)-  38 15 29.     (N)    081 01 35.     (W)     SCALED    
 HX1819* NAVD 88     -       337.693  (meters)    1107.91   (feet)  ADJUSTED  
 HX1819  ___________________________________________________________________
 HX1819  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HX1819  DYNAMIC HT  -         337.446 (meters)    1107.10  (feet)  COMP
 HX1819  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 HX1819
 HX1819  VERT ORDER  -  SECOND    CLASS 0
 HX1819
 HX1819.The horizontal coordinates were scaled from a topographic map and have
 HX1819.an estimated accuracy of +/- 6 seconds.
 HX1819
 HX1819.The orthometric height was determined by differential leveling
 HX1819.and adjusted by the National Geodetic Survey in June 1991..
 HX1819
 HX1819.The geoid height was determined by GEOID03.
 HX1819
 HX1819.The dynamic height is computed by dividing the NAVD 88
 HX1819.geopotential number by the normal gravity value computed on the
 HX1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1819.degrees latitude (g = 980.6199 gals.).
 HX1819
 HX1819.The modeled gravity was interpolated from observed gravity values.
 HX1819
 HX1819;                    North         East    Units  Estimated Accuracy
 HX1819;SPC WV S     -   139,630.      597,690.      MT  (+/- 180 meters Scaled)
 HX1819
 HX1819                          SUPERSEDED SURVEY CONTROL
 HX1819
 HX1819  NGVD 29 (??/??/92)  337.878  (m)         1108.52   (f) ADJ UNCH    2 0
 HX1819
 HX1819.Superseded values are not recommended for survey control.
 HX1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1819.See file dsdata.txt to determine how the superseded data were derived.
 HX1819
 HX1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC976344(NAD 83)
 HX1819_MARKER: DB = BENCH MARK DISK
 HX1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1819_STAMPING: A 14 1934
 HX1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1819+STABILITY: SURFACE MOTION
 HX1819
 HX1819  HISTORY     - Date     Condition        Report By
 HX1819  HISTORY     - 1934     MONUMENTED       CGS
 HX1819  HISTORY     - 1961     GOOD             NGS
 HX1819
 HX1819                          STATION DESCRIPTION
 HX1819
 HX1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1819'2.2 MI W FROM DRENNEN.
 HX1819'ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX1819'OF A BLACK TOP ROAD AT DRENNEN, 0.05 MILE EAST OF THE FAIRVIEW
 HX1819'BAPTIST CHURCH, AT LOCKWOOD, 29 1/2 FEET SOUTH OF THE CENTER LINE
 HX1819'OF THE HIGHWAY, 14 1/2 FEET EAST OF THE CENTER LINE OF A PRIVATE
 HX1819'DRIVE, 5 1/2 FEET EAST-SOUTHEAST OF TELEPHONE POLE NO. 75657, 5.7
 HX1819'FEET EAST OF A FENCE CORNER, 2 FEET BELOW THE LEVEL OF THE
 HX1819'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 HX1819'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0626 ***********************************************************************
 JX0626  DESIGNATION -  A 140
 JX0626  PID         -  JX0626
 JX0626  STATE/COUNTY-  WV/WETZEL
 JX0626  USGS QUAD   -  PINE GROVE (1976)
 JX0626
 JX0626                         *CURRENT SURVEY CONTROL
 JX0626  ___________________________________________________________________
 JX0626* NAD 83(1986)-  39 31 55.     (N)    080 42 59.     (W)     SCALED    
 JX0626* NAVD 88     -       243.156  (meters)     797.75   (feet)  ADJUSTED  
 JX0626  ___________________________________________________________________
 JX0626  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JX0626  DYNAMIC HT  -         243.013 (meters)     797.29  (feet)  COMP
 JX0626  MODELED GRAV-     980,034.9   (mgal)                       NAVD 88
 JX0626
 JX0626  VERT ORDER  -  SECOND    CLASS 0
 JX0626
 JX0626.The horizontal coordinates were scaled from a topographic map and have
 JX0626.an estimated accuracy of +/- 6 seconds.
 JX0626
 JX0626.The orthometric height was determined by differential leveling
 JX0626.and adjusted by the National Geodetic Survey in June 1991..
 JX0626
 JX0626.The geoid height was determined by GEOID03.
 JX0626
 JX0626.The dynamic height is computed by dividing the NAVD 88
 JX0626.geopotential number by the normal gravity value computed on the
 JX0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0626.degrees latitude (g = 980.6199 gals.).
 JX0626
 JX0626.The modeled gravity was interpolated from observed gravity values.
 JX0626
 JX0626;                    North         East    Units  Estimated Accuracy
 JX0626;SPC WV N     -   115,270.      495,430.      MT  (+/- 180 meters Scaled)
 JX0626
 JX0626                          SUPERSEDED SURVEY CONTROL
 JX0626
 JX0626  NGVD 29 (??/??/92)  243.317  (m)          798.28   (f) ADJ UNCH    2 0
 JX0626
 JX0626.Superseded values are not recommended for survey control.
 JX0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0626.See file dsdata.txt to determine how the superseded data were derived.
 JX0626
 JX0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND243758(NAD 83)
 JX0626_MARKER: DB = BENCH MARK DISK
 JX0626_SETTING: 66 = SET IN ROCK OUTCROP
 JX0626_SP_SET: ROCK PROJECTION
 JX0626_STAMPING: A 140 1957
 JX0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0626+STABILITY: POSITION/ELEVATION WELL
 JX0626
 JX0626  HISTORY     - Date     Condition        Report By
 JX0626  HISTORY     - 1957     MONUMENTED       CGS
 JX0626
 JX0626                          STATION DESCRIPTION
 JX0626
 JX0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0626'3 MI SE FROM READER.
 JX0626'ABOUT 0.65 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0626'FROM THE STATION AT READER, THENCE ABOUT 2.3 MILES SOUTH ALONG
 JX0626'CROW RUN ROAD, ABOUT 0.3 MILE SOUTH OF A SCHOOL, ABOUT 40 YARDS
 JX0626'SOUTHEAST OF A FOOT BRIDGE, DIRECTLY ACROSS A ROAD FROM A
 JX0626'1-STORY WHITE FRAME HOUSE, SET VERTICALLY IN THE SOUTHWEST FACE
 JX0626'OF A LARGE PROJECTION OF ROCK, 27 FEET NORTHEAST OF CENTER LINE
 JX0626'OF ROAD AND ABOUT 10 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0415 ***********************************************************************
 JX0415  DESIGNATION -  A 141
 JX0415  PID         -  JX0415
 JX0415  STATE/COUNTY-  WV/TYLER
 JX0415  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0415
 JX0415                         *CURRENT SURVEY CONTROL
 JX0415  ___________________________________________________________________
 JX0415* NAD 83(1986)-  39 25 25.     (N)    080 55 50.     (W)     SCALED    
 JX0415* NAVD 88     -       227.427  (meters)     746.15   (feet)  ADJUSTED  
 JX0415  ___________________________________________________________________
 JX0415  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX0415  DYNAMIC HT  -         227.290 (meters)     745.70  (feet)  COMP
 JX0415  MODELED GRAV-     980,019.2   (mgal)                       NAVD 88
 JX0415
 JX0415  VERT ORDER  -  SECOND    CLASS 0
 JX0415
 JX0415.The horizontal coordinates were scaled from a topographic map and have
 JX0415.an estimated accuracy of +/- 6 seconds.
 JX0415
 JX0415.The orthometric height was determined by differential leveling
 JX0415.and adjusted by the National Geodetic Survey in June 1991..
 JX0415
 JX0415.The geoid height was determined by GEOID03.
 JX0415
 JX0415.The dynamic height is computed by dividing the NAVD 88
 JX0415.geopotential number by the normal gravity value computed on the
 JX0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0415.degrees latitude (g = 980.6199 gals.).
 JX0415
 JX0415.The modeled gravity was interpolated from observed gravity values.
 JX0415
 JX0415;                    North         East    Units  Estimated Accuracy
 JX0415;SPC WV N     -   103,520.      476,830.      MT  (+/- 180 meters Scaled)
 JX0415
 JX0415                          SUPERSEDED SURVEY CONTROL
 JX0415
 JX0415  NGVD 29 (??/??/92)  227.593  (m)          746.69   (f) ADJ UNCH    2 0
 JX0415
 JX0415.Superseded values are not recommended for survey control.
 JX0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0415.See file dsdata.txt to determine how the superseded data were derived.
 JX0415
 JX0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND059637(NAD 83)
 JX0415_MARKER: DB = BENCH MARK DISK
 JX0415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0415_SP_SET: BRIDGE
 JX0415_STAMPING: A 141 1957
 JX0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0415
 JX0415  HISTORY     - Date     Condition        Report By
 JX0415  HISTORY     - 1957     MONUMENTED       CGS
 JX0415
 JX0415                          STATION DESCRIPTION
 JX0415
 JX0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0415'2.8 MI E FROM WICK.
 JX0415'ABOUT 2.8 MILES EAST AND NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 JX0415'POST OFFICE AT WICK, IN THE TOP OF WEST END OF NORTH BRIDGE
 JX0415'RAILING OF A 30-FOOT CONCRETE BRIDGE OVER SANCHO CREEK, AT THE
 JX0415'JUNCTION OF SANCHO CREEK ROAD AND ROAD SOUTHWEST TO WICK, 67 FEET
 JX0415'EAST OF CENTER OF JUNCTION OF ROAD, 8 FEET NORTH OF CENTER LINE
 JX0415'OF SANCHO CREEK ROAD, 1 FOOT EAST OF WEST END OF BRIDGE RAILING
 JX0415'AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0339 ***********************************************************************
 JX0339  DESIGNATION -  A 142
 JX0339  PID         -  JX0339
 JX0339  STATE/COUNTY-  WV/TYLER
 JX0339  USGS QUAD   -  SHIRLEY (1989)
 JX0339
 JX0339                         *CURRENT SURVEY CONTROL
 JX0339  ___________________________________________________________________
 JX0339* NAD 83(1986)-  39 24 38.     (N)    080 50 36.     (W)     SCALED    
 JX0339* NAVD 88     -       220.995  (meters)     725.05   (feet)  ADJUSTED  
 JX0339  ___________________________________________________________________
 JX0339  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JX0339  DYNAMIC HT  -         220.862 (meters)     724.61  (feet)  COMP
 JX0339  MODELED GRAV-     980,021.6   (mgal)                       NAVD 88
 JX0339
 JX0339  VERT ORDER  -  SECOND    CLASS 0
 JX0339
 JX0339.The horizontal coordinates were scaled from a topographic map and have
 JX0339.an estimated accuracy of +/- 6 seconds.
 JX0339
 JX0339.The orthometric height was determined by differential leveling
 JX0339.and adjusted by the National Geodetic Survey in June 1991..
 JX0339
 JX0339.The geoid height was determined by GEOID03.
 JX0339
 JX0339.The dynamic height is computed by dividing the NAVD 88
 JX0339.geopotential number by the normal gravity value computed on the
 JX0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0339.degrees latitude (g = 980.6199 gals.).
 JX0339
 JX0339.The modeled gravity was interpolated from observed gravity values.
 JX0339
 JX0339;                    North         East    Units  Estimated Accuracy
 JX0339;SPC WV N     -   101,950.      484,320.      MT  (+/- 180 meters Scaled)
 JX0339
 JX0339                          SUPERSEDED SURVEY CONTROL
 JX0339
 JX0339  NGVD 29 (??/??/92)  221.160  (m)          725.59   (f) ADJ UNCH    2 0
 JX0339
 JX0339.Superseded values are not recommended for survey control.
 JX0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0339.See file dsdata.txt to determine how the superseded data were derived.
 JX0339
 JX0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND134623(NAD 83)
 JX0339_MARKER: DB = BENCH MARK DISK
 JX0339_SETTING: 66 = SET IN ROCK OUTCROP
 JX0339_SP_SET: LEDGE
 JX0339_STAMPING: A 142 1957
 JX0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0339+STABILITY: POSITION/ELEVATION WELL
 JX0339
 JX0339  HISTORY     - Date     Condition        Report By
 JX0339  HISTORY     - 1957     MONUMENTED       CGS
 JX0339
 JX0339                          STATION DESCRIPTION
 JX0339
 JX0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0339'2.2 MI SW FROM TYLER.
 JX0339'ABOUT 2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE
 JX0339'JUNCTION OF STATE HIGHWAY 23 AT TYLER, IN THE TOP OF LEDGE AT
 JX0339'THE WEST END OF A ROCK QUARRY, 55 FEET NORTH-NORTHWEST OF CENTER
 JX0339'LINE OF HIGHWAY, 152 FEET NORTH-NORTHEAST AND ACROSS HIGHWAY
 JX0339'FROM THE SECOND TELEPHONE POLE WEST OF A POLE GUYED TO A POLE
 JX0339'ON NORTH SIDE OF HIGHWAY, 2 1/2 FEET SOUTHWEST AND 1 1/2 FEET
 JX0339'BELOW A 12-INCH TRIANGLE CHISELED IN FACE OF ROCK AND ABOUT 2 1/2
 JX0339'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0322 ***********************************************************************
 GY0322  DESIGNATION -  A 143
 GY0322  PID         -  GY0322
 GY0322  STATE/COUNTY-  WV/MINGO
 GY0322  USGS QUAD   -  DELBARTON (1976)
 GY0322
 GY0322                         *CURRENT SURVEY CONTROL
 GY0322  ___________________________________________________________________
 GY0322* NAD 83(1986)-  37 44 05.     (N)    082 11 27.     (W)     SCALED    
 GY0322* NAVD 88     -       216.813  (meters)     711.33   (feet)  ADJUSTED  
 GY0322  ___________________________________________________________________
 GY0322  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GY0322  DYNAMIC HT  -         216.653 (meters)     710.80  (feet)  COMP
 GY0322  MODELED GRAV-     979,889.2   (mgal)                       NAVD 88
 GY0322
 GY0322  VERT ORDER  -  SECOND    CLASS 0
 GY0322
 GY0322.The horizontal coordinates were scaled from a topographic map and have
 GY0322.an estimated accuracy of +/- 6 seconds.
 GY0322
 GY0322.The orthometric height was determined by differential leveling
 GY0322.and adjusted by the National Geodetic Survey in June 1991..
 GY0322
 GY0322.The geoid height was determined by GEOID03.
 GY0322
 GY0322.The dynamic height is computed by dividing the NAVD 88
 GY0322.geopotential number by the normal gravity value computed on the
 GY0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0322.degrees latitude (g = 980.6199 gals.).
 GY0322
 GY0322.The modeled gravity was interpolated from observed gravity values.
 GY0322
 GY0322;                    North         East    Units  Estimated Accuracy
 GY0322;SPC WV S     -    82,220.      495,040.      MT  (+/- 180 meters Scaled)
 GY0322
 GY0322                          SUPERSEDED SURVEY CONTROL
 GY0322
 GY0322  NGVD 29 (??/??/92)  217.038  (m)          712.07   (f) ADJ UNCH    2 0
 GY0322
 GY0322.Superseded values are not recommended for survey control.
 GY0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0322.See file dsdata.txt to determine how the superseded data were derived.
 GY0322
 GY0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB950770(NAD 83)
 GY0322_MARKER: DB = BENCH MARK DISK
 GY0322_SETTING: 66 = SET IN ROCK OUTCROP
 GY0322_SP_SET: ROCK CUT
 GY0322_STAMPING: A 143 1957
 GY0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0322+STABILITY: POSITION/ELEVATION WELL
 GY0322
 GY0322  HISTORY     - Date     Condition        Report By
 GY0322  HISTORY     - 1957     MONUMENTED       CGS
 GY0322
 GY0322                          STATION DESCRIPTION
 GY0322
 GY0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0322'2 MI NW FROM DELBARTON.
 GY0322'ABOUT 1.95 MILES NORTHWEST ALONG STATE HIGHWAY 65 S FROM THE
 GY0322'BAPTIST CHURCH AT DELBARTON, IN THE TOP OF AN OUTCROPPING LEDGE
 GY0322'OF A ROCK CUT, 22 1/2 FEET WEST-SOUTHWEST OF CENTER LINE OF
 GY0322'ROAD, 23 1/2 FEET WEST OF CENTER OF JUNCTION OF HIGHWAY AND A
 GY0322'ROAD LEADING EAST ALONG ELK CREEK, 7 1/2 FEET WEST OF A CONCRETE
 GY0322'HIGHWAY SIGN POST, 3 1/2 FEET NORTH AND 1 FOOT BELOW A 12-INCH
 GY0322'TRIANGLE CHISELED IN FACE OF CUT AND 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0306 ***********************************************************************
 GY0306  DESIGNATION -  A 144
 GY0306  PID         -  GY0306
 GY0306  STATE/COUNTY-  WV/LOGAN
 GY0306  USGS QUAD   -  HOLDEN (1989)
 GY0306
 GY0306                         *CURRENT SURVEY CONTROL
 GY0306  ___________________________________________________________________
 GY0306* NAD 83(1986)-  37 45 30.     (N)    082 00 47.     (W)     SCALED    
 GY0306* NAVD 88     -       258.217  (meters)     847.17   (feet)  ADJUSTED  
 GY0306  ___________________________________________________________________
 GY0306  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GY0306  DYNAMIC HT  -         258.027 (meters)     846.54  (feet)  COMP
 GY0306  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 GY0306
 GY0306  VERT ORDER  -  SECOND    CLASS 0
 GY0306
 GY0306.The horizontal coordinates were scaled from a topographic map and have
 GY0306.an estimated accuracy of +/- 6 seconds.
 GY0306
 GY0306.The orthometric height was determined by differential leveling
 GY0306.and adjusted by the National Geodetic Survey in June 1991..
 GY0306
 GY0306.The geoid height was determined by GEOID03.
 GY0306
 GY0306.The dynamic height is computed by dividing the NAVD 88
 GY0306.geopotential number by the normal gravity value computed on the
 GY0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0306.degrees latitude (g = 980.6199 gals.).
 GY0306
 GY0306.The modeled gravity was interpolated from observed gravity values.
 GY0306
 GY0306;                    North         East    Units  Estimated Accuracy
 GY0306;SPC WV S     -    84,650.      510,740.      MT  (+/- 180 meters Scaled)
 GY0306
 GY0306                          SUPERSEDED SURVEY CONTROL
 GY0306
 GY0306  NGVD 29 (??/??/92)  258.433  (m)          847.88   (f) ADJ UNCH    2 0
 GY0306
 GY0306.Superseded values are not recommended for survey control.
 GY0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0306.See file dsdata.txt to determine how the superseded data were derived.
 GY0306
 GY0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB107794(NAD 83)
 GY0306_MARKER: DB = BENCH MARK DISK
 GY0306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0306_SP_SET: BRIDGE
 GY0306_STAMPING: A 144 1957
 GY0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0306
 GY0306  HISTORY     - Date     Condition        Report By
 GY0306  HISTORY     - 1957     MONUMENTED       CGS
 GY0306
 GY0306                          STATION DESCRIPTION
 GY0306
 GY0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0306'0.8 MI W FROM OMAR.
 GY0306'ABOUT 0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GY0306'THE HIGH SCHOOL AT OMAR, AT OMAR MINE TIPPLE NO. 5, ABOUT 0.15
 GY0306'MILE SOUTHEAST OF MILE POST 1, IN THE TOP OF SOUTHEAST END OF
 GY0306'SOUTHWEST CONCRETE ABUTMENT OF AN ABANDONED BRIDGE, 77 FEET
 GY0306'SOUTHWEST OF SOUTHWEST RAIL OF THE SOUTHWEST ONE OF FOUR TRACKS,
 GY0306'33 FEET NORTHEAST OF EAST CORNER OF A 1 1/2-STORY HOUSE, 3/4 FEET
 GY0306'NORTHWEST OF SOUTHEAST END OF ABUTMENT AND ABOUT 2 FEET BELOW
 GY0306'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3148 ***********************************************************************
 GX3148  DESIGNATION -  A 145
 GX3148  PID         -  GX3148
 GX3148  STATE/COUNTY-  WV/LOGAN
 GX3148  USGS QUAD   -  LOGAN (1989)
 GX3148
 GX3148                         *CURRENT SURVEY CONTROL
 GX3148  ___________________________________________________________________
 GX3148* NAD 83(1986)-  37 49 33.     (N)    081 59 58.     (W)     SCALED    
 GX3148* NAVD 88     -       208.169  (meters)     682.97   (feet)  ADJUSTED  
 GX3148  ___________________________________________________________________
 GX3148  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GX3148  DYNAMIC HT  -         208.018 (meters)     682.47  (feet)  COMP
 GX3148  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 GX3148
 GX3148  VERT ORDER  -  SECOND    CLASS 0
 GX3148
 GX3148.The horizontal coordinates were scaled from a topographic map and have
 GX3148.an estimated accuracy of +/- 6 seconds.
 GX3148
 GX3148.The orthometric height was determined by differential leveling
 GX3148.and adjusted by the National Geodetic Survey in June 1991..
 GX3148
 GX3148.The geoid height was determined by GEOID03.
 GX3148
 GX3148.The dynamic height is computed by dividing the NAVD 88
 GX3148.geopotential number by the normal gravity value computed on the
 GX3148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3148.degrees latitude (g = 980.6199 gals.).
 GX3148
 GX3148.The modeled gravity was interpolated from observed gravity values.
 GX3148
 GX3148;                    North         East    Units  Estimated Accuracy
 GX3148;SPC WV S     -    92,130.      512,020.      MT  (+/- 180 meters Scaled)
 GX3148
 GX3148                          SUPERSEDED SURVEY CONTROL
 GX3148
 GX3148  NGVD 29 (??/??/92)  208.39   (m)          683.7    (f) COMPUTED    2 0
 GX3148
 GX3148.Superseded values are not recommended for survey control.
 GX3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3148.See file dsdata.txt to determine how the superseded data were derived.
 GX3148
 GX3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB120869(NAD 83)
 GX3148_MARKER: DB = BENCH MARK DISK
 GX3148_SETTING: 66 = SET IN ROCK OUTCROP
 GX3148_SP_SET: ROCK CLIFF
 GX3148_STAMPING: A 145 1957
 GX3148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3148+STABILITY: POSITION/ELEVATION WELL
 GX3148
 GX3148  HISTORY     - Date     Condition        Report By
 GX3148  HISTORY     - 1957     MONUMENTED       CGS
 GX3148
 GX3148                          STATION DESCRIPTION
 GX3148
 GX3148'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX3148'1.2 MI N FROM MONAVILLE.
 GX3148'ABOUT 1.15 MILES NORTH ALONG U.S. HIGHWAY 119 FROM THE POST
 GX3148'OFFICE AND Y.M.C.A. AT MONAVILLE, ABOUT 0.1 MILE SOUTHWEST OF
 GX3148'POST OFFICE AT WILKINSON, SET IN THE TOP OF A SMALL SHELF ON A
 GX3148'ROCK CLIFF ON LEFT BANK OF ISLAND CREEK, 109 FEET NORTHWEST AND
 GX3148'ACROSS CREEK FROM CENTER LINE OF HIGHWAY, 157 FEET NORTHWEST
 GX3148'AND ACROSS HIGHWAY AND CREEK FROM THE WEST CORNER OF A CONCRETE
 GX3148'BLOCK DRIVE-IN, 82 FEET NORTHEAST OF SOUTHWEST END OF ROCK CLIFF,
 GX3148'ABOUT 8 FEET ABOVE LEVEL OF CREEK BED AND ABOUT 1 FOOT BELOW
 GX3148'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0964 ***********************************************************************
 HY0964  DESIGNATION -  A 146
 HY0964  PID         -  HY0964
 HY0964  STATE/COUNTY-  WV/WAYNE
 HY0964  USGS QUAD   -  LOUISA (1993)
 HY0964
 HY0964                         *CURRENT SURVEY CONTROL
 HY0964  ___________________________________________________________________
 HY0964* NAD 83(1986)-  38 07 01.     (N)    082 35 38.     (W)     SCALED    
 HY0964* NAVD 88     -       176.524  (meters)     579.15   (feet)  ADJUSTED  
 HY0964  ___________________________________________________________________
 HY0964  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY0964  DYNAMIC HT  -         176.400 (meters)     578.74  (feet)  COMP
 HY0964  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 HY0964
 HY0964  VERT ORDER  -  SECOND    CLASS 0
 HY0964
 HY0964.The horizontal coordinates were scaled from a topographic map and have
 HY0964.an estimated accuracy of +/- 6 seconds.
 HY0964
 HY0964.The orthometric height was determined by differential leveling
 HY0964.and adjusted by the National Geodetic Survey in June 1991..
 HY0964
 HY0964.The geoid height was determined by GEOID03.
 HY0964
 HY0964.The dynamic height is computed by dividing the NAVD 88
 HY0964.geopotential number by the normal gravity value computed on the
 HY0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0964.degrees latitude (g = 980.6199 gals.).
 HY0964
 HY0964.The modeled gravity was interpolated from observed gravity values.
 HY0964
 HY0964;                    North         East    Units  Estimated Accuracy
 HY0964;SPC WV S     -   125,170.      460,250.      MT  (+/- 180 meters Scaled)
 HY0964
 HY0964                          SUPERSEDED SURVEY CONTROL
 HY0964
 HY0964  NGVD 29 (??/??/92)  176.740  (m)          579.85   (f) ADJ UNCH    2 0
 HY0964
 HY0964.Superseded values are not recommended for survey control.
 HY0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0964.See file dsdata.txt to determine how the superseded data were derived.
 HY0964
 HY0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC602199(NAD 83)
 HY0964_MARKER: DB = BENCH MARK DISK
 HY0964_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0964_SP_SET: BUILDING
 HY0964_STAMPING: A 146 1957
 HY0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0964
 HY0964  HISTORY     - Date     Condition        Report By
 HY0964  HISTORY     - 1957     MONUMENTED       CGS
 HY0964
 HY0964                          STATION DESCRIPTION
 HY0964
 HY0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0964'AT FORT GAY.
 HY0964'AT FORT GAY, ABOUT 60 YARDS SOUTH OF STATE HIGHWAY 37, SET
 HY0964'VERTICALLY IN THE SOUTHWEST FACE OF THE SCHOOL BUILDING, 1 1/2
 HY0964'FEET SOUTHEAST OF WEST CORNER AND 1 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0666 ***********************************************************************
 HY0666  DESIGNATION -  A 147
 HY0666  PID         -  HY0666
 HY0666  STATE/COUNTY-  WV/WAYNE
 HY0666  USGS QUAD   -  WAYNE (1987)
 HY0666
 HY0666                         *CURRENT SURVEY CONTROL
 HY0666  ___________________________________________________________________
 HY0666* NAD 83(1986)-  38 10 18.     (N)    082 23 11.     (W)     SCALED    
 HY0666* NAVD 88     -       196.331  (meters)     644.13   (feet)  ADJUSTED  
 HY0666  ___________________________________________________________________
 HY0666  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY0666  DYNAMIC HT  -         196.191 (meters)     643.67  (feet)  COMP
 HY0666  MODELED GRAV-     979,916.3   (mgal)                       NAVD 88
 HY0666
 HY0666  VERT ORDER  -  SECOND    CLASS 0
 HY0666
 HY0666.The horizontal coordinates were scaled from a topographic map and have
 HY0666.an estimated accuracy of +/- 6 seconds.
 HY0666
 HY0666.The orthometric height was determined by differential leveling
 HY0666.and adjusted by the National Geodetic Survey in June 1991..
 HY0666
 HY0666.The geoid height was determined by GEOID03.
 HY0666
 HY0666.The dynamic height is computed by dividing the NAVD 88
 HY0666.geopotential number by the normal gravity value computed on the
 HY0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0666.degrees latitude (g = 980.6199 gals.).
 HY0666
 HY0666.The modeled gravity was interpolated from observed gravity values.
 HY0666
 HY0666;                    North         East    Units  Estimated Accuracy
 HY0666;SPC WV S     -   130,950.      478,530.      MT  (+/- 180 meters Scaled)
 HY0666
 HY0666                          SUPERSEDED SURVEY CONTROL
 HY0666
 HY0666  NGVD 29 (??/??/92)  196.541  (m)          644.82   (f) ADJ UNCH    2 0
 HY0666
 HY0666.Superseded values are not recommended for survey control.
 HY0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0666.See file dsdata.txt to determine how the superseded data were derived.
 HY0666
 HY0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC785257(NAD 83)
 HY0666_MARKER: DB = BENCH MARK DISK
 HY0666_SETTING: 66 = SET IN ROCK OUTCROP
 HY0666_SP_SET: ROCK CUT
 HY0666_STAMPING: A 147 1957
 HY0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0666+STABILITY: POSITION/ELEVATION WELL
 HY0666
 HY0666  HISTORY     - Date     Condition        Report By
 HY0666  HISTORY     - 1957     MONUMENTED       CGS
 HY0666
 HY0666                          STATION DESCRIPTION
 HY0666
 HY0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0666'0.6 MI NW FROM EAST LYNN.
 HY0666'ABOUT 0.65 MILE NORTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 HY0666'OF BLACK-TOP ROAD EAST OF EAST LYNN, 0.1 MILE NORTHWEST OF A COAL
 HY0666'LOADING DOCK ON THE NORFOLK AND WESTERN RAILROAD, SET VERTICALLY
 HY0666'IN THE SOUTHWEST FACE OF A LARGE CUT ON NORTHEAST SIDE OF
 HY0666'HIGHWAY, 16 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, ABOUT 50
 HY0666'YARDS SOUTHEAST OF THE NORTHWEST END OF CUT AND THE SOUTHEAST BANK
 HY0666'OF A SMALL RAVINE AND ABOUT 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0686 ***********************************************************************
 HY0686  DESIGNATION -  A 148
 HY0686  PID         -  HY0686
 HY0686  STATE/COUNTY-  WV/LINCOLN
 HY0686  USGS QUAD   -  RANGER (1976)
 HY0686
 HY0686                         *CURRENT SURVEY CONTROL
 HY0686  ___________________________________________________________________
 HY0686* NAD 83(1986)-  38 05 19.     (N)    082 12 42.     (W)     SCALED    
 HY0686* NAVD 88     -       215.263  (meters)     706.24   (feet)  ADJUSTED  
 HY0686  ___________________________________________________________________
 HY0686  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY0686  DYNAMIC HT  -         215.108 (meters)     705.73  (feet)  COMP
 HY0686  MODELED GRAV-     979,905.2   (mgal)                       NAVD 88
 HY0686
 HY0686  VERT ORDER  -  SECOND    CLASS 0
 HY0686
 HY0686.The horizontal coordinates were scaled from a topographic map and have
 HY0686.an estimated accuracy of +/- 6 seconds.
 HY0686
 HY0686.The orthometric height was determined by differential leveling
 HY0686.and adjusted by the National Geodetic Survey in June 1991..
 HY0686
 HY0686.The geoid height was determined by GEOID03.
 HY0686
 HY0686.The dynamic height is computed by dividing the NAVD 88
 HY0686.geopotential number by the normal gravity value computed on the
 HY0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0686.degrees latitude (g = 980.6199 gals.).
 HY0686
 HY0686.The modeled gravity was interpolated from observed gravity values.
 HY0686
 HY0686;                    North         East    Units  Estimated Accuracy
 HY0686;SPC WV S     -   121,520.      493,720.      MT  (+/- 180 meters Scaled)
 HY0686
 HY0686                          SUPERSEDED SURVEY CONTROL
 HY0686
 HY0686  NGVD 29 (??/??/92)  215.474  (m)          706.93   (f) ADJ UNCH    2 0
 HY0686
 HY0686.Superseded values are not recommended for survey control.
 HY0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0686.See file dsdata.txt to determine how the superseded data were derived.
 HY0686
 HY0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC937163(NAD 83)
 HY0686_MARKER: DB = BENCH MARK DISK
 HY0686_SETTING: 66 = SET IN ROCK OUTCROP
 HY0686_SP_SET: ROCK CLIFF
 HY0686_STAMPING: A 148 1957
 HY0686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0686+STABILITY: POSITION/ELEVATION WELL
 HY0686
 HY0686  HISTORY     - Date     Condition        Report By
 HY0686  HISTORY     - 1957     MONUMENTED       CGS
 HY0686
 HY0686                          STATION DESCRIPTION
 HY0686
 HY0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0686'2.6 MI SE FROM COVE GAP.
 HY0686'ABOUT 2.65 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE
 HY0686'CHURCH, SCHOOL AND ROAD JUNCTION AT COVE GAP, ABOUT 1.1 MILES
 HY0686'WEST OF JUNCTION OF ROAD SOUTH AT WEWANTA, 0.1 MILE WEST OF A
 HY0686'SCHOOL HOUSE LOCATED ON SOUTH SIDE OF HIGHWAY, NEAR AN 18-FOOT
 HY0686'BRIDGE OVER FOURTEENMILE CREEK, SET VERTICALLY IN THE NORTH
 HY0686'FACE OF A LARGE ROCK CLIFF WHICH FORMS THE SOUTH BANK OF
 HY0686'CREEK, 76 FEET SOUTH OF AND ACROSS CREEK FROM CENTER LINE OF
 HY0686'HIGHWAY, 91 FEET SOUTHEAST OF SOUTHEAST CORNER OF BRIDGE.  2 1/2
 HY0686'FEET ABOVE GROUND AND ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0727 ***********************************************************************
 HY0727  DESIGNATION -  A 149
 HY0727  PID         -  HY0727
 HY0727  STATE/COUNTY-  WV/WAYNE
 HY0727  USGS QUAD   -  WAYNE (1987)
 HY0727
 HY0727                         *CURRENT SURVEY CONTROL
 HY0727  ___________________________________________________________________
 HY0727* NAD 83(1986)-  38 09 56.     (N)    082 28 31.     (W)     SCALED    
 HY0727* NAVD 88     -       191.133  (meters)     627.08   (feet)  ADJUSTED  
 HY0727  ___________________________________________________________________
 HY0727  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HY0727  DYNAMIC HT  -         190.999 (meters)     626.64  (feet)  COMP
 HY0727  MODELED GRAV-     979,924.3   (mgal)                       NAVD 88
 HY0727
 HY0727  VERT ORDER  -  SECOND    CLASS 0
 HY0727
 HY0727.The horizontal coordinates were scaled from a topographic map and have
 HY0727.an estimated accuracy of +/- 6 seconds.
 HY0727
 HY0727.The orthometric height was determined by differential leveling
 HY0727.and adjusted by the National Geodetic Survey in June 1991..
 HY0727
 HY0727.The geoid height was determined by GEOID03.
 HY0727
 HY0727.The dynamic height is computed by dividing the NAVD 88
 HY0727.geopotential number by the normal gravity value computed on the
 HY0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0727.degrees latitude (g = 980.6199 gals.).
 HY0727
 HY0727.The modeled gravity was interpolated from observed gravity values.
 HY0727
 HY0727;                    North         East    Units  Estimated Accuracy
 HY0727;SPC WV S     -   130,390.      470,730.      MT  (+/- 180 meters Scaled)
 HY0727
 HY0727                          SUPERSEDED SURVEY CONTROL
 HY0727
 HY0727  NGVD 29 (??/??/92)  191.348  (m)          627.78   (f) ADJ UNCH    2 0
 HY0727
 HY0727.Superseded values are not recommended for survey control.
 HY0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0727.See file dsdata.txt to determine how the superseded data were derived.
 HY0727
 HY0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC707252(NAD 83)
 HY0727_MARKER: DB = BENCH MARK DISK
 HY0727_SETTING: 66 = SET IN ROCK OUTCROP
 HY0727_SP_SET: ROCK CUT
 HY0727_STAMPING: A 149 1957
 HY0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0727+STABILITY: POSITION/ELEVATION WELL
 HY0727
 HY0727  HISTORY     - Date     Condition        Report By
 HY0727  HISTORY     - 1957     MONUMENTED       CGS
 HY0727
 HY0727                          STATION DESCRIPTION
 HY0727
 HY0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0727'6.4 MI S FROM WAYNE.
 HY0727'ABOUT 6.4 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE COURT
 HY0727'HOUSE AT WAYNE, ABOUT 0.9 MILE SOUTH OF JUNCTION OF STATE HIGHWAY
 HY0727'37, ABOUT 0.35 MILE NORTH OF A 150-FOOT BRIDGE OVER WEST FORK OF
 HY0727'TWELVEPOLE CREEK, SET VERTICALLY IN THE EAST FACE OF A ROCK CUT,
 HY0727'25 FEET WEST OF CENTER LINE OF HIGHWAY, 57 FEET SOUTH OF NORTH
 HY0727'END OF CUT, 1 1/2 FEET ABOVE GROUND AND ABOUT 2 FEET ABOVE LEVEL
 HY0727'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0005 ***********************************************************************
 HX0005  DESIGNATION -  A 15
 HX0005  PID         -  HX0005
 HX0005  STATE/COUNTY-  WV/WEBSTER
 HX0005  USGS QUAD   -  SKELT (1982)
 HX0005
 HX0005                         *CURRENT SURVEY CONTROL
 HX0005  ___________________________________________________________________
 HX0005* NAD 83(1986)-  38 31 02.     (N)    080 20 09.     (W)     SCALED    
 HX0005* NAVD 88     -       948.318  (meters)    3111.27   (feet)  ADJUSTED  
 HX0005  ___________________________________________________________________
 HX0005  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX0005  DYNAMIC HT  -         947.552 (meters)    3108.76  (feet)  COMP
 HX0005  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 HX0005
 HX0005  VERT ORDER  -  SECOND    CLASS 0
 HX0005
 HX0005.The horizontal coordinates were scaled from a topographic map and have
 HX0005.an estimated accuracy of +/- 6 seconds.
 HX0005
 HX0005.The orthometric height was determined by differential leveling
 HX0005.and adjusted by the National Geodetic Survey in June 1991..
 HX0005
 HX0005.The geoid height was determined by GEOID03.
 HX0005
 HX0005.The dynamic height is computed by dividing the NAVD 88
 HX0005.geopotential number by the normal gravity value computed on the
 HX0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0005.degrees latitude (g = 980.6199 gals.).
 HX0005
 HX0005.The modeled gravity was interpolated from observed gravity values.
 HX0005
 HX0005;                    North         East    Units  Estimated Accuracy
 HX0005;SPC WV S     -   168,600.      657,920.      MT  (+/- 180 meters Scaled)
 HX0005
 HX0005                          SUPERSEDED SURVEY CONTROL
 HX0005
 HX0005  NGVD 29 (??/??/92)  948.437  (m)         3111.66   (f) ADJ UNCH    2 0
 HX0005
 HX0005.Superseded values are not recommended for survey control.
 HX0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0005.See file dsdata.txt to determine how the superseded data were derived.
 HX0005
 HX0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC579634(NAD 83)
 HX0005_MARKER: DB = BENCH MARK DISK
 HX0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0005_STAMPING: A 15 1934
 HX0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0005+STABILITY: SURFACE MOTION
 HX0005
 HX0005  HISTORY     - Date     Condition        Report By
 HX0005  HISTORY     - 1934     MONUMENTED       CGS
 HX0005  HISTORY     - 1962     GOOD             NGS
 HX0005
 HX0005                          STATION DESCRIPTION
 HX0005
 HX0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0005'7.5 MI W FROM WANETA.
 HX0005'ABOUT 7.5 MILES WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0005'AT WANETA, ABOUT 0.55 MILE NORTHEAST OF TELEPHONE COMPANY RELAY
 HX0005'TOWER, 38 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 13 1/2
 HX0005'WEST OF CENTER OF PRIVATE DRIVE, 50.5 FEET EAST OF EAST CORNER
 HX0005'OF A GRAY ONE STORY FRAME HOUSE, 7 1/2 FEET EAST OF SOUTHEAST
 HX0005'ONE OF TWO 12 INCH MAPLE TREES, 1 FOOT NORTH OF A STEEL WITNESS
 HX0005'POST, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY, AND SET IN TOP OF A
 HX0005'CONCRETE POST 2 INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0701 ***********************************************************************
 HY0701  DESIGNATION -  A 150
 HY0701  PID         -  HY0701
 HY0701  STATE/COUNTY-  WV/WAYNE
 HY0701  USGS QUAD   -  NESTLOW (1975)
 HY0701
 HY0701                         *CURRENT SURVEY CONTROL
 HY0701  ___________________________________________________________________
 HY0701* NAD 83(1986)-  38 10 29.     (N)    082 16 55.     (W)     SCALED    
 HY0701* NAVD 88     -       241.565  (meters)     792.53   (feet)  ADJUSTED  
 HY0701  ___________________________________________________________________
 HY0701  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HY0701  DYNAMIC HT  -         241.392 (meters)     791.97  (feet)  COMP
 HY0701  MODELED GRAV-     979,906.2   (mgal)                       NAVD 88
 HY0701
 HY0701  VERT ORDER  -  SECOND    CLASS 0
 HY0701
 HY0701.The horizontal coordinates were scaled from a topographic map and have
 HY0701.an estimated accuracy of +/- 6 seconds.
 HY0701
 HY0701.The orthometric height was determined by differential leveling
 HY0701.and adjusted by the National Geodetic Survey in June 1991..
 HY0701
 HY0701.The geoid height was determined by GEOID03.
 HY0701
 HY0701.The dynamic height is computed by dividing the NAVD 88
 HY0701.geopotential number by the normal gravity value computed on the
 HY0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0701.degrees latitude (g = 980.6199 gals.).
 HY0701
 HY0701.The modeled gravity was interpolated from observed gravity values.
 HY0701
 HY0701;                    North         East    Units  Estimated Accuracy
 HY0701;SPC WV S     -   131,160.      487,680.      MT  (+/- 180 meters Scaled)
 HY0701
 HY0701                          SUPERSEDED SURVEY CONTROL
 HY0701
 HY0701  NGVD 29 (??/??/92)  241.767  (m)          793.20   (f) ADJ UNCH    2 0
 HY0701
 HY0701.Superseded values are not recommended for survey control.
 HY0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0701.See file dsdata.txt to determine how the superseded data were derived.
 HY0701
 HY0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC877259(NAD 83)
 HY0701_MARKER: DB = BENCH MARK DISK
 HY0701_SETTING: 66 = SET IN ROCK OUTCROP
 HY0701_SP_SET: ROCK CUT
 HY0701_STAMPING: A 150 1957
 HY0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0701+STABILITY: POSITION/ELEVATION WELL
 HY0701
 HY0701  HISTORY     - Date     Condition        Report By
 HY0701  HISTORY     - 1957     MONUMENTED       CGS
 HY0701
 HY0701                          STATION DESCRIPTION
 HY0701
 HY0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0701'6.4 MI E FROM EAST LYNN.
 HY0701'ABOUT 6.4 MILES EAST ALONG A BLACK-TOP ROAD FROM STATE HIGHWAY
 HY0701'37 BRIDGE OVER TWELVEPOLE CREEK AT EAST LYNN, ABOUT 0.35 MILE
 HY0701'EAST OF NESTLOW UNITED BAPTIST CHURCH, 0.1 MILE SOUTHEAST OF
 HY0701'JUNCTION OF A ROAD NORTH, SET VERTICALLY IN THE SOUTHWEST FACE
 HY0701'AND NEAR THE SOUTHEAST END OF A LONG ROCK CUT, 17 FEET NORTHEAST
 HY0701'OF CENTER LINE OF ROAD, 15 FEET NORTHWEST OF SOUTHEAST END OF
 HY0701'MAIN PART OF ROCK CUT, 2 1/2 FEET ABOVE GROUND, UNDER A SLIGHT
 HY0701'OVERHAND OF ROCK CUT, AND 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2178 ***********************************************************************
 HX2178  DESIGNATION -  A 151
 HX2178  PID         -  HX2178
 HX2178  STATE/COUNTY-  WV/BOONE
 HX2178  USGS QUAD   -  JULIAN (1976)
 HX2178
 HX2178                         *CURRENT SURVEY CONTROL
 HX2178  ___________________________________________________________________
 HX2178* NAD 83(1986)-  38 09 21.     (N)    081 51 26.     (W)     SCALED    
 HX2178* NAVD 88     -       202.054  (meters)     662.91   (feet)  ADJUSTED  
 HX2178  ___________________________________________________________________
 HX2178  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HX2178  DYNAMIC HT  -         201.909 (meters)     662.43  (feet)  COMP
 HX2178  MODELED GRAV-     979,910.0   (mgal)                       NAVD 88
 HX2178
 HX2178  VERT ORDER  -  SECOND    CLASS 0
 HX2178
 HX2178.The horizontal coordinates were scaled from a topographic map and have
 HX2178.an estimated accuracy of +/- 6 seconds.
 HX2178
 HX2178.The orthometric height was determined by differential leveling
 HX2178.and adjusted by the National Geodetic Survey in June 1991..
 HX2178
 HX2178.The geoid height was determined by GEOID03.
 HX2178
 HX2178.The dynamic height is computed by dividing the NAVD 88
 HX2178.geopotential number by the normal gravity value computed on the
 HX2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2178.degrees latitude (g = 980.6199 gals.).
 HX2178
 HX2178.The modeled gravity was interpolated from observed gravity values.
 HX2178
 HX2178;                    North         East    Units  Estimated Accuracy
 HX2178;SPC WV S     -   128,630.      524,870.      MT  (+/- 180 meters Scaled)
 HX2178
 HX2178                          SUPERSEDED SURVEY CONTROL
 HX2178
 HX2178  NGVD 29 (??/??/92)  202.267  (m)          663.60   (f) ADJ UNCH    2 0
 HX2178
 HX2178.Superseded values are not recommended for survey control.
 HX2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2178.See file dsdata.txt to determine how the superseded data were derived.
 HX2178
 HX2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC248234(NAD 83)
 HX2178_MARKER: DB = BENCH MARK DISK
 HX2178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2178_SP_SET: ABUTMENT
 HX2178_STAMPING: A 151 1957
 HX2178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2178
 HX2178  HISTORY     - Date     Condition        Report By
 HX2178  HISTORY     - 1957     MONUMENTED       CGS
 HX2178
 HX2178                          STATION DESCRIPTION
 HX2178
 HX2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2178'AT JULIAN.
 HX2178'ABOUT 0.05 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2178'FROM THE POST OFFICE AND STATION SIGN AT JULIAN, IN THE TOP OF
 HX2178'THE SOUTH WEST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE
 HX2178'C AND O RY. BRIDGE NUMBER 276 ACROSS LITTLE HORSE CREEK, 10 1/2
 HX2178'FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT 1 1/2 FEET ABOVE
 HX2178'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0567 ***********************************************************************
 HY0567  DESIGNATION -  A 152
 HY0567  PID         -  HY0567
 HY0567  STATE/COUNTY-  WV/LINCOLN
 HY0567  USGS QUAD   -  BRANCHLAND (1987)
 HY0567
 HY0567                         *CURRENT SURVEY CONTROL
 HY0567  ___________________________________________________________________
 HY0567* NAD 83(1986)-  38 10 11.     (N)    082 09 23.     (W)     SCALED    
 HY0567* NAVD 88     -       189.096  (meters)     620.39   (feet)  ADJUSTED  
 HY0567  ___________________________________________________________________
 HY0567  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HY0567  DYNAMIC HT  -         188.961 (meters)     619.95  (feet)  COMP
 HY0567  MODELED GRAV-     979,911.0   (mgal)                       NAVD 88
 HY0567
 HY0567  VERT ORDER  -  SECOND    CLASS 0
 HY0567
 HY0567.The horizontal coordinates were scaled from a topographic map and have
 HY0567.an estimated accuracy of +/- 6 seconds.
 HY0567
 HY0567.The orthometric height was determined by differential leveling
 HY0567.and adjusted by the National Geodetic Survey in June 1991..
 HY0567
 HY0567.The geoid height was determined by GEOID03.
 HY0567
 HY0567.The dynamic height is computed by dividing the NAVD 88
 HY0567.geopotential number by the normal gravity value computed on the
 HY0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0567.degrees latitude (g = 980.6199 gals.).
 HY0567
 HY0567.The modeled gravity was interpolated from observed gravity values.
 HY0567
 HY0567;                    North         East    Units  Estimated Accuracy
 HY0567;SPC WV S     -   130,460.      498,680.      MT  (+/- 180 meters Scaled)
 HY0567
 HY0567                          SUPERSEDED SURVEY CONTROL
 HY0567
 HY0567  NGVD 29 (??/??/92)  189.305  (m)          621.08   (f) ADJ UNCH    2 0
 HY0567
 HY0567.Superseded values are not recommended for survey control.
 HY0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0567.See file dsdata.txt to determine how the superseded data were derived.
 HY0567
 HY0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC987252(NAD 83)
 HY0567_MARKER: DB = BENCH MARK DISK
 HY0567_SETTING: 80 = SET IN A BOULDER
 HY0567_SP_SET: BOULDER
 HY0567_STAMPING: A 152 1957
 HY0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0567+STABILITY: SURFACE MOTION
 HY0567
 HY0567  HISTORY     - Date     Condition        Report By
 HY0567  HISTORY     - 1957     MONUMENTED       CGS
 HY0567
 HY0567                          STATION DESCRIPTION
 HY0567
 HY0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0567'1.4 MI E FROM MIDKIFF.
 HY0567'ABOUT 1.45 MILE EAST ALONG GRAVEL ROAD FROM THE CHESAPEAKE AND
 HY0567'OHIO RAILWAY STATION AT MIDKIFF, 0.4 MILE WEST OF A SMALL WOODEN
 HY0567'SCHOOL HOUSE (BEECH GROVE SCHOOL), 71 YARDS WEST OF A POWER
 HY0567'POLE 3217-12 31.5 FEET NORTH OF THE CENTER LINE OF GRAVEL ROAD,
 HY0567'40 YARDS WEST OF THE INTERSECTION OF POWERLINE AND THE GRAVEL
 HY0567'ROAD, SET VERTICALLY IN THE SOUTH FACE OF A 2 1/2 BY 4 FOOT
 HY0567'EMBEDDED BOULDER 2 FOOT HIGH AND 5 FEET ABOVE THE LEVEL OF THE
 HY0567'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0565 ***********************************************************************
 HY0565  DESIGNATION -  A 153
 HY0565  PID         -  HY0565
 HY0565  STATE/COUNTY-  WV/LINCOLN
 HY0565  USGS QUAD   -  HAGER (1962)
 HY0565
 HY0565                         *CURRENT SURVEY CONTROL
 HY0565  ___________________________________________________________________
 HY0565* NAD 83(1986)-  38 10 08.     (N)    082 03 29.     (W)     SCALED    
 HY0565* NAVD 88     -       216.344  (meters)     709.79   (feet)  ADJUSTED  
 HY0565  ___________________________________________________________________
 HY0565  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HY0565  DYNAMIC HT  -         216.189 (meters)     709.28  (feet)  COMP
 HY0565  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 HY0565
 HY0565  VERT ORDER  -  SECOND    CLASS 0
 HY0565
 HY0565.The horizontal coordinates were scaled from a topographic map and have
 HY0565.an estimated accuracy of +/- 6 seconds.
 HY0565
 HY0565.The orthometric height was determined by differential leveling
 HY0565.and adjusted by the National Geodetic Survey in June 1991..
 HY0565
 HY0565.The geoid height was determined by GEOID03.
 HY0565
 HY0565.The dynamic height is computed by dividing the NAVD 88
 HY0565.geopotential number by the normal gravity value computed on the
 HY0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0565.degrees latitude (g = 980.6199 gals.).
 HY0565
 HY0565.The modeled gravity was interpolated from observed gravity values.
 HY0565
 HY0565;                    North         East    Units  Estimated Accuracy
 HY0565;SPC WV S     -   130,260.      507,290.      MT  (+/- 180 meters Scaled)
 HY0565
 HY0565                          SUPERSEDED SURVEY CONTROL
 HY0565
 HY0565  NGVD 29 (??/??/92)  216.554  (m)          710.48   (f) ADJ UNCH    2 0
 HY0565
 HY0565.Superseded values are not recommended for survey control.
 HY0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0565.See file dsdata.txt to determine how the superseded data were derived.
 HY0565
 HY0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC073250(NAD 83)
 HY0565_MARKER: DB = BENCH MARK DISK
 HY0565_SETTING: 66 = SET IN ROCK OUTCROP
 HY0565_SP_SET: ROCK CUT
 HY0565_STAMPING: A 153 1957
 HY0565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0565+STABILITY: POSITION/ELEVATION WELL
 HY0565
 HY0565  HISTORY     - Date     Condition        Report By
 HY0565  HISTORY     - 1957     MONUMENTED       CGS
 HY0565
 HY0565                          STATION DESCRIPTION
 HY0565
 HY0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0565'3.8 MI NW FROM SPURLOCKVILLE.
 HY0565'ABOUT 3.75 MILE NORTHWEST ALONG GRAVEL ROAD FOLLOWING MUD RIVER
 HY0565'FROM THE SCHOOL AT SPURLOCKVILLE, ABOUT 6.45 MILE SOUTH-SOUTHEAST
 HY0565'ALONG BLACKTOP ROAD FROM THE POST OFFICE AND STORE AT MYRA,
 HY0565'THENCE 0.3 MILE SOUTHEAST ALONG GRAVEL ROAD FOLLOWING MUD RIVER,
 HY0565'105 FEET SOUTH OF THE SOUTHWEST CORNER OF STEEL BRIDGE ACROSS
 HY0565'MUD CREEK, 49 FEET SOUTH OF THE SOUTH END OF 12-INCH CORRUGATED
 HY0565'PIPE CULVERT UNDER DRIVE LEADING WEST, 23 1/2 FEET SOUTHWEST
 HY0565'OF THE CENTER LINE OF THE ROAD AND AT THE OUTSIDE OF A CURVE
 HY0565'WITH TANGENTS TO THE NORTH AND SOUTHWEST, SET VERTICALLY IN THE
 HY0565'NORTHEAST FACE OF ROCK AT THE BOTTOM OF A CUT, ABOUT 2 FEET
 HY0565'ABOVE THE GROUND AND 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2202 ***********************************************************************
 HX2202  DESIGNATION -  A 154
 HX2202  PID         -  HX2202
 HX2202  STATE/COUNTY-  WV/LINCOLN
 HX2202  USGS QUAD   -  MUD (1976)
 HX2202
 HX2202                         *CURRENT SURVEY CONTROL
 HX2202  ___________________________________________________________________
 HX2202* NAD 83(1986)-  38 04 00.     (N)    081 58 52.     (W)     SCALED    
 HX2202* NAVD 88     -       280.921  (meters)     921.65   (feet)  ADJUSTED  
 HX2202  ___________________________________________________________________
 HX2202  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HX2202  DYNAMIC HT  -         280.718 (meters)     920.99  (feet)  COMP
 HX2202  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 HX2202
 HX2202  VERT ORDER  -  SECOND    CLASS 0
 HX2202
 HX2202.The horizontal coordinates were scaled from a topographic map and have
 HX2202.an estimated accuracy of +/- 6 seconds.
 HX2202
 HX2202.The orthometric height was determined by differential leveling
 HX2202.and adjusted by the National Geodetic Survey in June 1991..
 HX2202
 HX2202.The geoid height was determined by GEOID03.
 HX2202
 HX2202.The dynamic height is computed by dividing the NAVD 88
 HX2202.geopotential number by the normal gravity value computed on the
 HX2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2202.degrees latitude (g = 980.6199 gals.).
 HX2202
 HX2202.The modeled gravity was interpolated from observed gravity values.
 HX2202
 HX2202;                    North         East    Units  Estimated Accuracy
 HX2202;SPC WV S     -   118,840.      513,910.      MT  (+/- 180 meters Scaled)
 HX2202
 HX2202                          SUPERSEDED SURVEY CONTROL
 HX2202
 HX2202  NGVD 29 (??/??/92)  281.133  (m)          922.35   (f) ADJ UNCH    2 0
 HX2202
 HX2202.Superseded values are not recommended for survey control.
 HX2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2202.See file dsdata.txt to determine how the superseded data were derived.
 HX2202
 HX2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC139136(NAD 83)
 HX2202_MARKER: DB = BENCH MARK DISK
 HX2202_SETTING: 66 = SET IN ROCK OUTCROP
 HX2202_SP_SET: EMBEDDED ROCK
 HX2202_STAMPING: A 154 1957
 HX2202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2202+STABILITY: POSITION/ELEVATION WELL
 HX2202
 HX2202  HISTORY     - Date     Condition        Report By
 HX2202  HISTORY     - 1957     MONUMENTED       CGS
 HX2202
 HX2202                          STATION DESCRIPTION
 HX2202
 HX2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2202'2.9 MI S FROM MUD.
 HX2202'ABOUT 0.85 MILE SOUTHEAST ALONG DIRT ROAD FOLLOWING MUD RIVER
 HX2202'FROM THE POST OFFICE AND STORE AT MUD, THENCE 2.05 MILE SOUTH
 HX2202'ALONG A DIRT ROAD FOLLOWING CONNELLY CREEK, 0.2 MILE
 HX2202'SOUTH-SOUTHWEST OF CANNELTON SCHOOL, 0.2 MILE NORTH OF ROAD
 HX2202'LEADING EAST, 61 1/2 FEET EAST OF THE EAST CORNER OF THE
 HX2202'WESTERNMOST TO TWO WOODEN SHEDS FOR PIPE-LINE VALVES, 17 FEET
 HX2202'SOUTHEAST OF THE CENTERLINE OF CREEK BRANCH, 59 FEET SOUTHEAST OF
 HX2202'THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE NORTHWEST
 HX2202'FACE OF EMBEDDED ROCK AT THE BOTTOM OF HILLSIDE, ABOUT 1/2 FOOT
 HX2202'ABOVE THE LEVEL OF THE GROUND AND 2 1/2 FEET ABOVE THE BOTTOM OF
 HX2202'THE CREEKBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0395 ***********************************************************************
 GY0395  DESIGNATION -  A 156
 GY0395  PID         -  GY0395
 GY0395  STATE/COUNTY-  WV/LOGAN
 GY0395  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0395
 GY0395                         *CURRENT SURVEY CONTROL
 GY0395  ___________________________________________________________________
 GY0395* NAD 83(1986)-  37 56 13.     (N)    082 04 38.     (W)     SCALED    
 GY0395* NAVD 88     -       260.428  (meters)     854.42   (feet)  ADJUSTED  
 GY0395  ___________________________________________________________________
 GY0395  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GY0395  DYNAMIC HT  -         260.238 (meters)     853.80  (feet)  COMP
 GY0395  MODELED GRAV-     979,889.9   (mgal)                       NAVD 88
 GY0395
 GY0395  VERT ORDER  -  SECOND    CLASS 0
 GY0395
 GY0395.The horizontal coordinates were scaled from a topographic map and have
 GY0395.an estimated accuracy of +/- 6 seconds.
 GY0395
 GY0395.The orthometric height was determined by differential leveling
 GY0395.and adjusted by the National Geodetic Survey in June 1991..
 GY0395
 GY0395.The geoid height was determined by GEOID03.
 GY0395
 GY0395.The dynamic height is computed by dividing the NAVD 88
 GY0395.geopotential number by the normal gravity value computed on the
 GY0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0395.degrees latitude (g = 980.6199 gals.).
 GY0395
 GY0395.The modeled gravity was interpolated from observed gravity values.
 GY0395
 GY0395;                    North         East    Units  Estimated Accuracy
 GY0395;SPC WV S     -   104,540.      505,310.      MT  (+/- 180 meters Scaled)
 GY0395
 GY0395                          SUPERSEDED SURVEY CONTROL
 GY0395
 GY0395  NGVD 29 (??/??/92)  260.641  (m)          855.12   (f) ADJ UNCH    2 0
 GY0395
 GY0395.Superseded values are not recommended for survey control.
 GY0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0395.See file dsdata.txt to determine how the superseded data were derived.
 GY0395
 GY0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB053993(NAD 83)
 GY0395_MARKER: DB = BENCH MARK DISK
 GY0395_SETTING: 66 = SET IN ROCK OUTCROP
 GY0395_SP_SET: ROCK CUT
 GY0395_STAMPING: A 156 1957
 GY0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0395+STABILITY: POSITION/ELEVATION WELL
 GY0395
 GY0395  HISTORY     - Date     Condition        Report By
 GY0395  HISTORY     - 1957     MONUMENTED       CGS
 GY0395
 GY0395                          STATION DESCRIPTION
 GY0395
 GY0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0395'5.4 MI SW FROM CHAPMANVILLE.
 GY0395'ABOUT 5.45 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE HIGH
 GY0395'SCHOOL AT CHAPMANVILLE, ABOUT 0.3 MILE SOUTHEAST OF JUNCTION
 GY0395'OF A ROAD SOUTHWEST AND SOUTH ALONG SMOKEHOUSE FORK, ABOUT 0.35
 GY0395'MILE WEST OF THE TOP OF A GRADE AND GAP, SET VERTICALLY IN THE
 GY0395'FACE OF ROCK AT THE BOTTOM OF A 15-FOOT HIGH ROCK CUT, 12 FEET
 GY0395'NORTH-NORTHEAST OF CENTER LINE OF ROAD, 90 FEET EAST-SOUTHEAST
 GY0395'OF CENTER LINE OF A ROAD LEADING NORTH INTO A SMALL HOLLOW,
 GY0395'2 1/2 FEET ABOVE BOTTOM OF DITCH AND ABOUT 1 FOOT ABOVE LEVEL OF
 GY0395'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2215 ***********************************************************************
 HX2215  DESIGNATION -  A 157
 HX2215  PID         -  HX2215
 HX2215  STATE/COUNTY-  WV/BOONE
 HX2215  USGS QUAD   -  MUD (1976)
 HX2215
 HX2215                         *CURRENT SURVEY CONTROL
 HX2215  ___________________________________________________________________
 HX2215* NAD 83(1986)-  38 00 25.     (N)    081 53 55.     (W)     SCALED    
 HX2215* NAVD 88     -       311.143  (meters)    1020.81   (feet)  ADJUSTED  
 HX2215  ___________________________________________________________________
 HX2215  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HX2215  DYNAMIC HT  -         310.917 (meters)    1020.07  (feet)  COMP
 HX2215  MODELED GRAV-     979,896.8   (mgal)                       NAVD 88
 HX2215
 HX2215  VERT ORDER  -  SECOND    CLASS 0
 HX2215
 HX2215.The horizontal coordinates were scaled from a topographic map and have
 HX2215.an estimated accuracy of +/- 6 seconds.
 HX2215
 HX2215.The orthometric height was determined by differential leveling
 HX2215.and adjusted by the National Geodetic Survey in June 1991..
 HX2215
 HX2215.The geoid height was determined by GEOID03.
 HX2215
 HX2215.The dynamic height is computed by dividing the NAVD 88
 HX2215.geopotential number by the normal gravity value computed on the
 HX2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2215.degrees latitude (g = 980.6199 gals.).
 HX2215
 HX2215.The modeled gravity was interpolated from observed gravity values.
 HX2215
 HX2215;                    North         East    Units  Estimated Accuracy
 HX2215;SPC WV S     -   112,140.      521,090.      MT  (+/- 180 meters Scaled)
 HX2215
 HX2215                          SUPERSEDED SURVEY CONTROL
 HX2215
 HX2215  NGVD 29 (??/??/92)  311.352  (m)         1021.49   (f) ADJ UNCH    2 0
 HX2215
 HX2215.Superseded values are not recommended for survey control.
 HX2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2215.See file dsdata.txt to determine how the superseded data were derived.
 HX2215
 HX2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC211069(NAD 83)
 HX2215_MARKER: DB = BENCH MARK DISK
 HX2215_SETTING: 66 = SET IN ROCK OUTCROP
 HX2215_SP_SET: ROCK CUT
 HX2215_STAMPING: A 157 1957
 HX2215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2215+STABILITY: POSITION/ELEVATION WELL
 HX2215
 HX2215  HISTORY     - Date     Condition        Report By
 HX2215  HISTORY     - 1957     MONUMENTED       CGS
 HX2215
 HX2215                          STATION DESCRIPTION
 HX2215
 HX2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2215'7.8 MI SW FROM MADISON.
 HX2215'ABOUT 2.9 MILE SOUTH ALONG U.S. 119 FROM ITS JUNCTION WITH STATE
 HX2215'HIGHWAY 79 AT MADISON, THENCE 3.3 MILE SOUTHWEST ALONG GRAVEL
 HX2215'ROAD, THENCE 1.45 MILE SOUTHWEST ALONG BLACKTOP ROAD, THENCE
 HX2215'0.2 MILE NORTHWEST ALONG GRAVEL ROAD, 45 FEET NORTHWEST OF THE
 HX2215'NORTHEAST END OF A 15-INCH CORRUGATED PIPE CULVERT UNDER THE
 HX2215'ROAD, 55 YARDS NORTH OF AND ACROSS THE CREEK BRANCH AND ROAD
 HX2215'FROM A TOBACOO BARN, 38 YARDS SOUTHEAST OF THE CROSSING OF A
 HX2215'POWER LINE, 21 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HX2215'SET VERTICALLY IN THE SOUTHWEST FACE OF A 5-FOOT LAYER OF ROCK
 HX2215'IN A 10 FOOT HIGH OLD CUT, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HX2215'GROUND AND 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0205 ***********************************************************************
 GY0205  DESIGNATION -  A 158
 GY0205  PID         -  GY0205
 GY0205  STATE/COUNTY-  WV/MINGO
 GY0205  USGS QUAD   -  MYRTLE (1976)
 GY0205
 GY0205                         *CURRENT SURVEY CONTROL
 GY0205  ___________________________________________________________________
 GY0205* NAD 83(1986)-  37 52 21.     (N)    082 10 40.     (W)     SCALED    
 GY0205* NAVD 88     -       306.792  (meters)    1006.53   (feet)  ADJUSTED  
 GY0205  ___________________________________________________________________
 GY0205  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GY0205  DYNAMIC HT  -         306.565 (meters)    1005.79  (feet)  COMP
 GY0205  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 GY0205
 GY0205  VERT ORDER  -  SECOND    CLASS 0
 GY0205
 GY0205.The horizontal coordinates were scaled from a topographic map and have
 GY0205.an estimated accuracy of +/- 6 seconds.
 GY0205
 GY0205.The orthometric height was determined by differential leveling
 GY0205.and adjusted by the National Geodetic Survey in June 1991..
 GY0205
 GY0205.The geoid height was determined by GEOID03.
 GY0205
 GY0205.The dynamic height is computed by dividing the NAVD 88
 GY0205.geopotential number by the normal gravity value computed on the
 GY0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0205.degrees latitude (g = 980.6199 gals.).
 GY0205
 GY0205.The modeled gravity was interpolated from observed gravity values.
 GY0205
 GY0205;                    North         East    Units  Estimated Accuracy
 GY0205;SPC WV S     -    97,500.      496,380.      MT  (+/- 180 meters Scaled)
 GY0205
 GY0205                          SUPERSEDED SURVEY CONTROL
 GY0205
 GY0205  NGVD 29 (??/??/92)  307.004  (m)         1007.23   (f) ADJ UNCH    2 0
 GY0205
 GY0205.Superseded values are not recommended for survey control.
 GY0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0205.See file dsdata.txt to determine how the superseded data were derived.
 GY0205
 GY0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB964923(NAD 83)
 GY0205_MARKER: DB = BENCH MARK DISK
 GY0205_SETTING: 66 = SET IN ROCK OUTCROP
 GY0205_SP_SET: ROCK CUT
 GY0205_STAMPING: A 158 1957
 GY0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0205+STABILITY: POSITION/ELEVATION WELL
 GY0205
 GY0205  HISTORY     - Date     Condition        Report By
 GY0205  HISTORY     - 1957     MONUMENTED       CGS
 GY0205
 GY0205                          STATION DESCRIPTION
 GY0205
 GY0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0205'AT DINGESS.
 GY0205'AT DINGESS, ABOUT 0.1 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM
 GY0205'THE SCHOOL, AT THE JUNCTION OF A ROAD SOUTHWEST LEADING TO LENORE
 GY0205'(BOTH ROADS FOLLOW OLD GRADE OF NORFOLK AND WESTERN RAILWAY),
 GY0205'SET IN THE TOP OF A NARROW LEDGE ON THE EAST FACE OF A ROCK
 GY0205'CUT, 34 FEET SOUTHWEST OF CENTER LINE OF MAIN ROAD, 20 FEET
 GY0205'WEST OF CENTER LINE OF THE NORTHWEST LEG OF ROAD SOUTHWEST,
 GY0205'51 FEET SOUTH OF NORTH END OF ROCK CUT, 1 1/2 FEET ABOVE GROUND
 GY0205'AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0350 ***********************************************************************
 GY0350  DESIGNATION -  A 159
 GY0350  PID         -  GY0350
 GY0350  STATE/COUNTY-  WV/MINGO
 GY0350  USGS QUAD   -  WILSONDALE (1981)
 GY0350
 GY0350                         *CURRENT SURVEY CONTROL
 GY0350  ___________________________________________________________________
 GY0350* NAD 83(1986)-  37 54 18.     (N)    082 17 00.     (W)     SCALED    
 GY0350* NAVD 88     -       277.921  (meters)     911.81   (feet)  ADJUSTED  
 GY0350  ___________________________________________________________________
 GY0350  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GY0350  DYNAMIC HT  -         277.716 (meters)     911.14  (feet)  COMP
 GY0350  MODELED GRAV-     979,888.3   (mgal)                       NAVD 88
 GY0350
 GY0350  VERT ORDER  -  SECOND    CLASS 0
 GY0350
 GY0350.The horizontal coordinates were scaled from a topographic map and have
 GY0350.an estimated accuracy of +/- 6 seconds.
 GY0350
 GY0350.The orthometric height was determined by differential leveling
 GY0350.and adjusted by the National Geodetic Survey in June 1991..
 GY0350
 GY0350.The geoid height was determined by GEOID03.
 GY0350
 GY0350.The dynamic height is computed by dividing the NAVD 88
 GY0350.geopotential number by the normal gravity value computed on the
 GY0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0350.degrees latitude (g = 980.6199 gals.).
 GY0350
 GY0350.The modeled gravity was interpolated from observed gravity values.
 GY0350
 GY0350;                    North         East    Units  Estimated Accuracy
 GY0350;SPC WV S     -   101,230.      487,150.      MT  (+/- 180 meters Scaled)
 GY0350
 GY0350                          SUPERSEDED SURVEY CONTROL
 GY0350
 GY0350  NGVD 29 (??/??/92)  278.133  (m)          912.51   (f) ADJ UNCH    2 0
 GY0350
 GY0350.Superseded values are not recommended for survey control.
 GY0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0350.See file dsdata.txt to determine how the superseded data were derived.
 GY0350
 GY0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB871960(NAD 83)
 GY0350_MARKER: DB = BENCH MARK DISK
 GY0350_SETTING: 66 = SET IN ROCK OUTCROP
 GY0350_SP_SET: ROCK CUT
 GY0350_STAMPING: A 159 1957
 GY0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0350+STABILITY: POSITION/ELEVATION WELL
 GY0350
 GY0350  HISTORY     - Date     Condition        Report By
 GY0350  HISTORY     - 1957     MONUMENTED       CGS
 GY0350
 GY0350                          STATION DESCRIPTION
 GY0350
 GY0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0350'1.8 MI SW FROM BREEDEN.
 GY0350'ABOUT 1.85 MILES SOUTHWEST ALONG A ROAD FOLLOWING BREEDEN CREEK
 GY0350'FROM THE JUNCTION OF ROAD FOLLOWING OLD GRADE OF NORFOLK AND
 GY0350'WESTERN RAILWAY AT BREEDEN, EAST AND DIRECTLY ACROSS ROAD FROM
 GY0350'UNITED FUEL COMPANY PUMPING STATION, SET VERTICALLY IN WEST
 GY0350'FACE OF A ROCK CUT, 17 FEET EAST OF CENTER LINE OF ROAD, 186 FEET
 GY0350'SOUTH OF THE EXTENDED CENTER LINE OF DRIVE TO PUMPING STATION,
 GY0350'60 FEET NORTH OF SOUTH END OF ROCK CUT, 2 FEET ABOVE GROUND AND
 GY0350'ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1992 ***********************************************************************
 HW1992  DESIGNATION -  A 16
 HW1992  PID         -  HW1992
 HW1992  STATE/COUNTY-  WV/RANDOLPH
 HW1992  USGS QUAD   -  DURBIN (1995)
 HW1992
 HW1992                         *CURRENT SURVEY CONTROL
 HW1992  ___________________________________________________________________
 HW1992* NAD 83(1986)-  38 36 28.     (N)    079 51 53.     (W)     SCALED    
 HW1992* NAVD 88     -      1118.194  (meters)    3668.61   (feet)  ADJUSTED  
 HW1992  ___________________________________________________________________
 HW1992  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HW1992  DYNAMIC HT  -        1117.268 (meters)    3665.57  (feet)  COMP
 HW1992  MODELED GRAV-     979,760.0   (mgal)                       NAVD 88
 HW1992
 HW1992  VERT ORDER  -  SECOND    CLASS 0
 HW1992
 HW1992.The horizontal coordinates were scaled from a topographic map and have
 HW1992.an estimated accuracy of +/- 6 seconds.
 HW1992
 HW1992.The orthometric height was determined by differential leveling
 HW1992.and adjusted by the National Geodetic Survey in June 1991..
 HW1992
 HW1992.The geoid height was determined by GEOID03.
 HW1992
 HW1992.The dynamic height is computed by dividing the NAVD 88
 HW1992.geopotential number by the normal gravity value computed on the
 HW1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1992.degrees latitude (g = 980.6199 gals.).
 HW1992
 HW1992.The modeled gravity was interpolated from observed gravity values.
 HW1992
 HW1992;                    North         East    Units  Estimated Accuracy
 HW1992;SPC WV S     -   179,050.      698,880.      MT  (+/- 180 meters Scaled)
 HW1992
 HW1992                          SUPERSEDED SURVEY CONTROL
 HW1992
 HW1992  NGVD 29 (??/??/92) 1118.25   (m)         3668.8    (f) COMPUTED    2 0
 HW1992
 HW1992.Superseded values are not recommended for survey control.
 HW1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1992.See file dsdata.txt to determine how the superseded data were derived.
 HW1992
 HW1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC988738(NAD 83)
 HW1992_MARKER: DB = BENCH MARK DISK
 HW1992_SETTING: 80 = SET IN A BOULDER
 HW1992_STAMPING: A 16 1933
 HW1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1992+STABILITY: SURFACE MOTION
 HW1992
 HW1992  HISTORY     - Date     Condition        Report By
 HW1992  HISTORY     - 1933     MONUMENTED       CGS
 HW1992  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1992  HISTORY     - 1974     MARK NOT FOUND   USGS
 HW1992
 HW1992                          STATION DESCRIPTION
 HW1992
 HW1992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1992'0.7 MI SE FROM CHEAT BRIDGE.
 HW1992'IN RANDOLPH COUNTY, 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 250
 HW1992'FROM THE POST OFFICE AT CHEAT BRIDGE, 5.9 MILES NORTHWEST OF
 HW1992'THE UNION STATION AT DURBIN, POCAHONTAS COUNTY, 0.6 MILE EAST
 HW1992'OF THE CROSSING OF THE WESTERN MARYLAND RWY., 0.2 MILE WEST OF
 HW1992'THE SUPERINTENDENTS OFFICE OF THE FORESTRY CAMP, 40 YARDS
 HW1992'SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE NORTH FACE OF A
 HW1992'LARGE BOULDER, ABOUT 4 YARDS HIGHER THAN THE NEW HIGHWAY.  A
 HW1992'STANDARD DISK STAMPED A 16 1933 AND SET VERTICALLY.
 HW1992
 HW1992                          STATION RECOVERY (1974)
 HW1992
 HW1992'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HW1992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0741 ***********************************************************************
 HY0741  DESIGNATION -  A 160
 HY0741  PID         -  HY0741
 HY0741  STATE/COUNTY-  WV/WAYNE
 HY0741  USGS QUAD   -  KIAHSVILLE (1975)
 HY0741
 HY0741                         *CURRENT SURVEY CONTROL
 HY0741  ___________________________________________________________________
 HY0741* NAD 83(1986)-  38 01 32.     (N)    082 22 23.     (W)     SCALED    
 HY0741* NAVD 88     -       373.113  (meters)    1224.12   (feet)  ADJUSTED  
 HY0741  ___________________________________________________________________
 HY0741  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HY0741  DYNAMIC HT  -         372.845 (meters)    1223.24  (feet)  COMP
 HY0741  MODELED GRAV-     979,899.2   (mgal)                       NAVD 88
 HY0741
 HY0741  VERT ORDER  -  SECOND    CLASS 0
 HY0741
 HY0741.The horizontal coordinates were scaled from a topographic map and have
 HY0741.an estimated accuracy of +/- 6 seconds.
 HY0741
 HY0741.The orthometric height was determined by differential leveling
 HY0741.and adjusted by the National Geodetic Survey in June 1991..
 HY0741
 HY0741.The geoid height was determined by GEOID03.
 HY0741
 HY0741.The dynamic height is computed by dividing the NAVD 88
 HY0741.geopotential number by the normal gravity value computed on the
 HY0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0741.degrees latitude (g = 980.6199 gals.).
 HY0741
 HY0741.The modeled gravity was interpolated from observed gravity values.
 HY0741
 HY0741;                    North         East    Units  Estimated Accuracy
 HY0741;SPC WV S     -   114,720.      479,460.      MT  (+/- 180 meters Scaled)
 HY0741
 HY0741                          SUPERSEDED SURVEY CONTROL
 HY0741
 HY0741  NGVD 29 (??/??/92)  373.329  (m)         1224.83   (f) ADJ UNCH    2 0
 HY0741
 HY0741.Superseded values are not recommended for survey control.
 HY0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0741.See file dsdata.txt to determine how the superseded data were derived.
 HY0741
 HY0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC794095(NAD 83)
 HY0741_MARKER: DB = BENCH MARK DISK
 HY0741_SETTING: 66 = SET IN ROCK OUTCROP
 HY0741_SP_SET: ROCK LEDGE
 HY0741_STAMPING: A 160 1957
 HY0741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0741+STABILITY: POSITION/ELEVATION WELL
 HY0741
 HY0741  HISTORY     - Date     Condition        Report By
 HY0741  HISTORY     - 1957     MONUMENTED       CGS
 HY0741
 HY0741                          STATION DESCRIPTION
 HY0741
 HY0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0741'4.5 MI E FROM DUNLOW.
 HY0741'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0741'DUNLOW, THENCE ABOUT 3.7 MILES SOUTHEAST AND EAST ALONG A ROAD
 HY0741'FOLLOWING BIG BRANCH AND LEADING INTO MILAM CREEK, ABOUT 0.75
 HY0741'MILE EAST OF JUNCTION OF A ROAD SOUTHWEST, AT THE JUNCTION OF A
 HY0741'NARROW ROCKY ROAD LEADING SOUTHEAST, IN THE TOP OF A LOW ROCK
 HY0741'LEDGE ON THE NORTHEAST SIDE OF ROAD SOUTHEAST, 25 FEET NORTHEAST
 HY0741'AND ACROSS SIDE ROAD FROM CENTER LINE OF MAIN ROAD, 7 FEET
 HY0741'NORTHEAST OF CENTER LINE OF SIDE ROAD, 72 FEET SOUTHEAST OF
 HY0741'CENTER OF JUNCTION, 1 FOOT NORTHEAST OF SOUTHWEST EDGE OF LEDGE
 HY0741'AND ABOUT 2 FEET ABOVE LEVEL OF SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0367 ***********************************************************************
 GY0367  DESIGNATION -  A 161
 GY0367  PID         -  GY0367
 GY0367  STATE/COUNTY-  WV/LINCOLN
 GY0367  USGS QUAD   -  TRACE (1976)
 GY0367
 GY0367                         *CURRENT SURVEY CONTROL
 GY0367  ___________________________________________________________________
 GY0367* NAD 83(1986)-  37 58 38.     (N)    082 14 41.     (W)     SCALED    
 GY0367* NAVD 88     -       372.095  (meters)    1220.78   (feet)  ADJUSTED  
 GY0367  ___________________________________________________________________
 GY0367  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 GY0367  DYNAMIC HT  -         371.825 (meters)    1219.90  (feet)  COMP
 GY0367  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 GY0367
 GY0367  VERT ORDER  -  SECOND    CLASS 0
 GY0367
 GY0367.The horizontal coordinates were scaled from a topographic map and have
 GY0367.an estimated accuracy of +/- 6 seconds.
 GY0367
 GY0367.The orthometric height was determined by differential leveling
 GY0367.and adjusted by the National Geodetic Survey in June 1991..
 GY0367
 GY0367.The geoid height was determined by GEOID03.
 GY0367
 GY0367.The dynamic height is computed by dividing the NAVD 88
 GY0367.geopotential number by the normal gravity value computed on the
 GY0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0367.degrees latitude (g = 980.6199 gals.).
 GY0367
 GY0367.The modeled gravity was interpolated from observed gravity values.
 GY0367
 GY0367;                    North         East    Units  Estimated Accuracy
 GY0367;SPC WV S     -   109,190.      490,650.      MT  (+/- 180 meters Scaled)
 GY0367
 GY0367                          SUPERSEDED SURVEY CONTROL
 GY0367
 GY0367  NGVD 29 (??/??/92)  372.311  (m)         1221.49   (f) ADJ UNCH    2 0
 GY0367
 GY0367.Superseded values are not recommended for survey control.
 GY0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0367.See file dsdata.txt to determine how the superseded data were derived.
 GY0367
 GY0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC906040(NAD 83)
 GY0367_MARKER: DB = BENCH MARK DISK
 GY0367_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY0367_STAMPING: A 161 1957
 GY0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0367
 GY0367  HISTORY     - Date     Condition        Report By
 GY0367  HISTORY     - 1957     MONUMENTED       CGS
 GY0367
 GY0367                          STATION DESCRIPTION
 GY0367
 GY0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0367'5.7 MI N FROM BREEDEN.
 GY0367'ABOUT 0.9 MILE NORTHWEST ALONG A GRAVEL ROAD FOLLOWING OLD
 GY0367'GRADE OF NORFOLK AND WESTERN RAILWAY FROM THE JUNCTION OF ROAD
 GY0367'SOUTHWEST ALONG BREEDEN CREEK AT BREEDEN, THENCE ABOUT 2.2 MILES
 GY0367'NORTHEAST ALONG A ROUGH ROAD LEADING OVER MOUNTAIN, THENCE ABOUT
 GY0367'1.0 MILE NORTHWEST ALONG A ROAD FOLLOWING EAST FORK OF TWELVEPOLE
 GY0367'CREEK, THENCE ABOUT 1.6 MILES NORTHEAST ALONG A ROAD FOLLOWING
 GY0367'LAUREL BRANCH AND LEADING OVER MOUNTAIN INTO COPLEY TRACE
 GY0367'BRANCH AND KIAH CREEK, ABOUT 0.45 MILE SOUTH OF SMALL CEMETERY AND
 GY0367'TOP OF MOUNTAIN, ABOUT 99 YARDS NORTHWEST OF A SHARP CURVE WITH
 GY0367'TANGENTS EXTENDING NORTHWEST AND WEST, SET VERTICALLY IN THE
 GY0367'SOUTHWEST FACE OF A LARGE ROCK IN A MOUNTAIN SIDE, 9 FEET
 GY0367'NORTHEAST OF CENTER LINE OF ROAD, 81 FEET NORTHWEST OF SOUTHEAST
 GY0367'END OF ROCK AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2162 ***********************************************************************
 GX2162  DESIGNATION -  A 162
 GX2162  PID         -  GX2162
 GX2162  STATE/COUNTY-  WV/MINGO
 GX2162  USGS QUAD   -  MALLORY (1976)
 GX2162
 GX2162                         *CURRENT SURVEY CONTROL
 GX2162  ___________________________________________________________________
 GX2162* NAD 83(1986)-  37 37 43.     (N)    081 52 05.     (W)     SCALED    
 GX2162* NAVD 88     -       248.786  (meters)     816.23   (feet)  ADJUSTED  
 GX2162  ___________________________________________________________________
 GX2162  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GX2162  DYNAMIC HT  -         248.597 (meters)     815.61  (feet)  COMP
 GX2162  MODELED GRAV-     979,861.3   (mgal)                       NAVD 88
 GX2162
 GX2162  VERT ORDER  -  SECOND    CLASS 0
 GX2162
 GX2162.The horizontal coordinates were scaled from a topographic map and have
 GX2162.an estimated accuracy of +/- 6 seconds.
 GX2162
 GX2162.The orthometric height was determined by differential leveling
 GX2162.and adjusted by the National Geodetic Survey in June 1991..
 GX2162
 GX2162.The geoid height was determined by GEOID03.
 GX2162
 GX2162.The dynamic height is computed by dividing the NAVD 88
 GX2162.geopotential number by the normal gravity value computed on the
 GX2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2162.degrees latitude (g = 980.6199 gals.).
 GX2162
 GX2162.The modeled gravity was interpolated from observed gravity values.
 GX2162
 GX2162;                    North         East    Units  Estimated Accuracy
 GX2162;SPC WV S     -    70,130.      523,380.      MT  (+/- 180 meters Scaled)
 GX2162
 GX2162                          SUPERSEDED SURVEY CONTROL
 GX2162
 GX2162  NGVD 29 (??/??/92)  248.993  (m)          816.90   (f) ADJ UNCH    2 0
 GX2162
 GX2162.Superseded values are not recommended for survey control.
 GX2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2162.See file dsdata.txt to determine how the superseded data were derived.
 GX2162
 GX2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB234649(NAD 83)
 GX2162_MARKER: DB = BENCH MARK DISK
 GX2162_SETTING: 66 = SET IN ROCK OUTCROP
 GX2162_SP_SET: ROCK CLIFF
 GX2162_STAMPING: A 162 1957
 GX2162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2162+STABILITY: POSITION/ELEVATION WELL
 GX2162
 GX2162  HISTORY     - Date     Condition        Report By
 GX2162  HISTORY     - 1957     MONUMENTED       CGS
 GX2162  HISTORY     - 1963     GOOD             AEROS
 GX2162
 GX2162                          STATION DESCRIPTION
 GX2162
 GX2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2162'1.2 MI N FROM GILBERT.
 GX2162'ABOUT 1.25 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 GX2162'U.S. HIGHWAY 52 AT GILBERT, ALONG THE CHESAPEAKE AND OHIO
 GX2162'RAILWAY, ABOUT 17 RAILS SOUTH OF MILE POST 90, SET IN THE TOP OF
 GX2162'A NARROW LEDGE ON THE WEST FACE OF A LARGE ROCK CLIFF, 21 FEET
 GX2162'EAST OF EAST RAIL, 43 FEET EAST AND ACROSS TRACK FROM CENTER LINE
 GX2162'OF HIGHWAY, 5 FEET NORTH OF NORTH END OF AN OVERHAND ON FACE OF
 GX2162'CLIFF AND ABOUT 5 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 GX2162
 GX2162                          STATION RECOVERY (1963)
 GX2162
 GX2162'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2230 ***********************************************************************
 GX2230  DESIGNATION -  A 163
 GX2230  PID         -  GX2230
 GX2230  STATE/COUNTY-  WV/LOGAN
 GX2230  USGS QUAD   -  HENLAWSON (1976)
 GX2230
 GX2230                         *CURRENT SURVEY CONTROL
 GX2230  ___________________________________________________________________
 GX2230* NAD 83(1986)-  37 54 57.     (N)    081 58 18.     (W)     SCALED    
 GX2230* NAVD 88     -       202.267  (meters)     663.60   (feet)  ADJUSTED  
 GX2230  ___________________________________________________________________
 GX2230  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GX2230  DYNAMIC HT  -         202.119 (meters)     663.12  (feet)  COMP
 GX2230  MODELED GRAV-     979,895.6   (mgal)                       NAVD 88
 GX2230
 GX2230  VERT ORDER  -  SECOND    CLASS 0
 GX2230
 GX2230.The horizontal coordinates were scaled from a topographic map and have
 GX2230.an estimated accuracy of +/- 6 seconds.
 GX2230
 GX2230.The orthometric height was determined by differential leveling
 GX2230.and adjusted by the National Geodetic Survey in June 1991..
 GX2230
 GX2230.The geoid height was determined by GEOID03.
 GX2230
 GX2230.The dynamic height is computed by dividing the NAVD 88
 GX2230.geopotential number by the normal gravity value computed on the
 GX2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2230.degrees latitude (g = 980.6199 gals.).
 GX2230
 GX2230.The modeled gravity was interpolated from observed gravity values.
 GX2230
 GX2230;                    North         East    Units  Estimated Accuracy
 GX2230;SPC WV S     -   102,090.      514,570.      MT  (+/- 180 meters Scaled)
 GX2230
 GX2230                          SUPERSEDED SURVEY CONTROL
 GX2230
 GX2230  NGVD 29 (??/??/92)  202.480  (m)          664.30   (f) ADJ UNCH    2 0
 GX2230
 GX2230.Superseded values are not recommended for survey control.
 GX2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2230.See file dsdata.txt to determine how the superseded data were derived.
 GX2230
 GX2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB145969(NAD 83)
 GX2230_MARKER: DB = BENCH MARK DISK
 GX2230_SETTING: 66 = SET IN ROCK OUTCROP
 GX2230_SP_SET: ROCK CUT
 GX2230_STAMPING: A 163 1957
 GX2230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2230+STABILITY: POSITION/ELEVATION WELL
 GX2230
 GX2230  HISTORY     - Date     Condition        Report By
 GX2230  HISTORY     - 1957     MONUMENTED       CGS
 GX2230
 GX2230                          STATION DESCRIPTION
 GX2230
 GX2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2230'1.5 MI S FROM PECKS MILL.
 GX2230'ABOUT 1.05 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX2230'THE UNDERPASS UNDER STATE HIGHWAY 10 AT PECKS MILL, 62 FEET
 GX2230'NORTHEAST AND ACROSS TRACK FROM MILE POST 60, 12.3 FEET EAST OF
 GX2230'EAST RAIL OF EAST MAIN TRACK AND ON THE OUTSIDE OF A CURVE IN
 GX2230'TRACK, 31 FEET NORTH OF EAST END OF A 24-INCH CORRUGATED PIPE
 GX2230'CULVERT UNDER TRACKS, SET VERTICALLY IN THE WEST FACE OF A 5-FOOT
 GX2230'HIGH SMOOTH ROCK IN A CUT, AND ABOUT 2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1146 ***********************************************************************
 GX1146  DESIGNATION -  A 164
 GX1146  PID         -  GX1146
 GX1146  STATE/COUNTY-  WV/RALEIGH
 GX1146  USGS QUAD   -  RHODELL (1976)
 GX1146
 GX1146                         *CURRENT SURVEY CONTROL
 GX1146  ___________________________________________________________________
 GX1146* NAD 83(1986)-  37 36 40.     (N)    081 19 08.     (W)     SCALED    
 GX1146* NAVD 88     -       491.430  (meters)    1612.30   (feet)  ADJUSTED  
 GX1146  ___________________________________________________________________
 GX1146  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1146  DYNAMIC HT  -         491.027 (meters)    1610.98  (feet)  COMP
 GX1146  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 GX1146
 GX1146  VERT ORDER  -  SECOND    CLASS 0
 GX1146
 GX1146.The horizontal coordinates were scaled from a topographic map and have
 GX1146.an estimated accuracy of +/- 6 seconds.
 GX1146
 GX1146.The orthometric height was determined by differential leveling
 GX1146.and adjusted by the National Geodetic Survey in June 1991..
 GX1146
 GX1146.The geoid height was determined by GEOID03.
 GX1146
 GX1146.The dynamic height is computed by dividing the NAVD 88
 GX1146.geopotential number by the normal gravity value computed on the
 GX1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1146.degrees latitude (g = 980.6199 gals.).
 GX1146
 GX1146.The modeled gravity was interpolated from observed gravity values.
 GX1146
 GX1146;                    North         East    Units  Estimated Accuracy
 GX1146;SPC WV S     -    67,880.      571,850.      MT  (+/- 180 meters Scaled)
 GX1146
 GX1146                          SUPERSEDED SURVEY CONTROL
 GX1146
 GX1146  NGVD 29 (??/??/92)  491.590  (m)         1612.82   (f) ADJ UNCH    2 0
 GX1146
 GX1146.Superseded values are not recommended for survey control.
 GX1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1146.See file dsdata.txt to determine how the superseded data were derived.
 GX1146
 GX1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB718627(NAD 83)
 GX1146_MARKER: DB = BENCH MARK DISK
 GX1146_SETTING: 66 = SET IN ROCK OUTCROP
 GX1146_SP_SET: ROCK
 GX1146_STAMPING: A 164 1960
 GX1146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1146+STABILITY: POSITION/ELEVATION WELL
 GX1146
 GX1146  HISTORY     - Date     Condition        Report By
 GX1146  HISTORY     - 1960     MONUMENTED       CGS
 GX1146
 GX1146                          STATION DESCRIPTION
 GX1146
 GX1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1146'1.8 MI SW FROM HELEN.
 GX1146'ABOUT 1.8 MILES SOUTHWEST ALONG THE VIRGINIAN RAILWAY FROM
 GX1146'GENERAL STORE 26 AT HELEN, ABOUT 1.2 MILES NORTHEAST OF AMIGO,
 GX1146'SET VERTICALLY IN FACE OF A ROCK OUTCROP, 9.7 FEET SOUTHEAST OF
 GX1146'SOUTHEAST RAIL, 33 1/2 FEET SOUTHWEST OF SOUTHEAST END OF A 2
 GX1146'BY 3-FOOT STONE CULVERT UNDER TRACK, 3.8 FEET SOUTHWEST OF
 GX1146'NORTHEAST END OF OUTCROP AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0890 ***********************************************************************
 JX0890  DESIGNATION -  A 168
 JX0890  PID         -  JX0890
 JX0890  STATE/COUNTY-  WV/WOOD
 JX0890  USGS QUAD   -  VALLEY MILLS (1994)
 JX0890
 JX0890                         *CURRENT SURVEY CONTROL
 JX0890  ___________________________________________________________________
 JX0890* NAD 83(1986)-  39 20 18.     (N)    081 22 45.     (W)     SCALED    
 JX0890* NAVD 88     -       188.420  (meters)     618.17   (feet)  ADJUSTED  
 JX0890  ___________________________________________________________________
 JX0890  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JX0890  DYNAMIC HT  -         188.305 (meters)     617.80  (feet)  COMP
 JX0890  MODELED GRAV-     980,012.3   (mgal)                       NAVD 88
 JX0890
 JX0890  VERT ORDER  -  FIRST     CLASS II
 JX0890
 JX0890.The horizontal coordinates were scaled from a topographic map and have
 JX0890.an estimated accuracy of +/- 6 seconds.
 JX0890
 JX0890.The orthometric height was determined by differential leveling
 JX0890.and adjusted by the National Geodetic Survey in June 1991..
 JX0890
 JX0890.The geoid height was determined by GEOID03.
 JX0890
 JX0890.The dynamic height is computed by dividing the NAVD 88
 JX0890.geopotential number by the normal gravity value computed on the
 JX0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0890.degrees latitude (g = 980.6199 gals.).
 JX0890
 JX0890.The modeled gravity was interpolated from observed gravity values.
 JX0890
 JX0890;                    North         East    Units  Estimated Accuracy
 JX0890;SPC WV N     -    94,760.      438,010.      MT  (+/- 180 meters Scaled)
 JX0890
 JX0890                          SUPERSEDED SURVEY CONTROL
 JX0890
 JX0890  NGVD 29 (??/??/92)  188.588  (m)          618.73   (f) ADJ UNCH    1 2
 JX0890
 JX0890.Superseded values are not recommended for survey control.
 JX0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0890.See file dsdata.txt to determine how the superseded data were derived.
 JX0890
 JX0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD673543(NAD 83)
 JX0890_MARKER: DB = BENCH MARK DISK
 JX0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0890_STAMPING: A 168 1962
 JX0890_MARK LOGO: CGS   
 JX0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0890+STABILITY: SURFACE MOTION
 JX0890
 JX0890  HISTORY     - Date     Condition        Report By
 JX0890  HISTORY     - 1962     MONUMENTED       CGS
 JX0890  HISTORY     - 1983     GOOD             NGS
 JX0890
 JX0890                          STATION DESCRIPTION
 JX0890
 JX0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JX0890'AT WAVERLY.
 JX0890'THIS BENCH MARK IS ABOUT 100 FT. NORTH OF THE POST OFFICE IN
 JX0890'WAVERLY, 41 FT. EAST OF THE CENTER OF A ROAD CROSSING THE
 JX0890'RAILROAD TRACKS, 9 FT. NORTH OF THE NORTH RAIL OF THE MAIN
 JX0890'TRACK OF THE BALTIMORE AND OHIO RAILROAD, AND 0.9 FT. EAST OF THE
 JX0890'WEST EDGE OF A CONCRETE BASE FOR A RAILROAD WATER TANK.  THE
 JX0890'DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE CONCRETE BASE
 JX0890'AND IS ABOUT LEVEL WITH THE TRACKS.
 JX0890
 JX0890                          STATION RECOVERY (1983)
 JX0890
 JX0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0890'RECOVERED IN GOOD CONDITION.  THE 1962 DESCRIPTION IS ADEQUATE EXCEPT
 JX0890'THAT THE POST OFFICE IS NO LONGER AT SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1422 ***********************************************************************
 HW1422  DESIGNATION -  A 17
 HW1422  PID         -  HW1422
 HW1422  STATE/COUNTY-  WV/PENDLETON
 HW1422  USGS QUAD   -  FRANKLIN (1995)
 HW1422
 HW1422                         *CURRENT SURVEY CONTROL
 HW1422  ___________________________________________________________________
 HW1422* NAD 83(1986)-  38 39 23.     (N)    079 20 08.     (W)     SCALED    
 HW1422* NAVD 88     -       553.801  (meters)    1816.93   (feet)  ADJUSTED  
 HW1422  ___________________________________________________________________
 HW1422  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HW1422  DYNAMIC HT  -         553.399 (meters)    1815.61  (feet)  COMP
 HW1422  MODELED GRAV-     979,884.7   (mgal)                       NAVD 88
 HW1422
 HW1422  VERT ORDER  -  SECOND    CLASS 0
 HW1422
 HW1422.The horizontal coordinates were scaled from a topographic map and have
 HW1422.an estimated accuracy of +/- 6 seconds.
 HW1422
 HW1422.The orthometric height was determined by differential leveling
 HW1422.and adjusted by the National Geodetic Survey in June 1991..
 HW1422
 HW1422.The geoid height was determined by GEOID03.
 HW1422
 HW1422.The dynamic height is computed by dividing the NAVD 88
 HW1422.geopotential number by the normal gravity value computed on the
 HW1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1422.degrees latitude (g = 980.6199 gals.).
 HW1422
 HW1422.The modeled gravity was interpolated from observed gravity values.
 HW1422
 HW1422;                    North         East    Units  Estimated Accuracy
 HW1422;SPC WV S     -   185,150.      744,870.      MT  (+/- 180 meters Scaled)
 HW1422
 HW1422                          SUPERSEDED SURVEY CONTROL
 HW1422
 HW1422  NGVD 29 (??/??/92)  553.922  (m)         1817.33   (f) ADJ UNCH    2 0
 HW1422
 HW1422.Superseded values are not recommended for survey control.
 HW1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1422.See file dsdata.txt to determine how the superseded data were derived.
 HW1422
 HW1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC448799(NAD 83)
 HW1422_MARKER: DB = BENCH MARK DISK
 HW1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1422_STAMPING: A 17 1934
 HW1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1422+STABILITY: SURFACE MOTION
 HW1422
 HW1422  HISTORY     - Date     Condition        Report By
 HW1422  HISTORY     - 1934     MONUMENTED       CGS
 HW1422  HISTORY     - 1969     MARK NOT FOUND   USGS
 HW1422
 HW1422                          STATION DESCRIPTION
 HW1422
 HW1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1422'1.4 MI NW FROM FRANKLIN.
 HW1422'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM FRANKLIN,
 HW1422'PENDLETON COUNTY, 0.2 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY
 HW1422'220, 7 YARDS NORTH OF THE CENTERLINE OF U.S. HIGHWAY 33, AND 1
 HW1422'FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 17
 HW1422'1934 AND SET IN THE TOP OF A CONCRETE POST.
 HW1422
 HW1422                          STATION RECOVERY (1969)
 HW1422
 HW1422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HW1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2062 ***********************************************************************
 HW2062  DESIGNATION -  A 170
 HW2062  PID         -  HW2062
 HW2062  STATE/COUNTY-  WV/RANDOLPH
 HW2062  USGS QUAD   -  ELKINS (1995)
 HW2062
 HW2062                         *CURRENT SURVEY CONTROL
 HW2062  ___________________________________________________________________
 HW2062* NAD 83(1986)-  38 53 12.     (N)    079 51 24.     (W)     SCALED    
 HW2062* NAVD 88     -       604.42   (+/-2cm)    1983.0    (feet)  VERTCON   
 HW2062  ___________________________________________________________________
 HW2062  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HW2062
 HW2062  VERT ORDER  -  THIRD (See Below)
 HW2062
 HW2062.This mark is at Elkins-Randolph Co-Jennings Randolph Fld Airport (EKN)
 HW2062
 HW2062.The horizontal coordinates were scaled from a topographic map and have
 HW2062.an estimated accuracy of +/- 6 seconds.
 HW2062
 HW2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW2062.The vertical order pertains to the NGVD 29 superseded value.
 HW2062
 HW2062.The geoid height was determined by GEOID03.
 HW2062
 HW2062;                    North         East    Units  Estimated Accuracy
 HW2062;SPC WV S     -   210,020.      699,200.      MT  (+/- 180 meters Scaled)
 HW2062
 HW2062                          SUPERSEDED SURVEY CONTROL
 HW2062
 HW2062  NGVD 29 (09/25/03)  604.59   (m)         1983.6    (f) RESET       3  
 HW2062
 HW2062.Superseded values are not recommended for survey control.
 HW2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2062.See file dsdata.txt to determine how the superseded data were derived.
 HW2062
 HW2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND991048(NAD 83)
 HW2062_MARKER: DB = BENCH MARK DISK
 HW2062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2062_SP_SET: BUILDING
 HW2062_STAMPING: A 170 1972
 HW2062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2062
 HW2062  HISTORY     - Date     Condition        Report By
 HW2062  HISTORY     - 1972     MONUMENTED       NGS
 HW2062
 HW2062                          STATION DESCRIPTION
 HW2062
 HW2062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HW2062'2.3 MI SW FROM ELKINS.
 HW2062'LOCATED AT THE ELKINS-RANDOLPH COUNTY MUNICIPAL AIRPORT IT IS
 HW2062'SITUATED ON THE SECOND FLOOR OF THE NEW TERMINAL BUILDING, SET
 HW2062'IN THE WALL OF THE MOST NORTHEASTERLY ROOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0002 ***********************************************************************
 HY0002  DESIGNATION -  A 175
 HY0002  PID         -  HY0002
 HY0002  STATE/COUNTY-  WV/MASON
 HY0002  USGS QUAD   -  GALLIPOLIS (1983)
 HY0002
 HY0002                         *CURRENT SURVEY CONTROL
 HY0002  ___________________________________________________________________
 HY0002* NAD 83(1986)-  38 50 40.     (N)    082 08 03.     (W)     SCALED    
 HY0002* NAVD 88     -       184.328  (meters)     604.75   (feet)  ADJUSTED  
 HY0002  ___________________________________________________________________
 HY0002  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HY0002  DYNAMIC HT  -         184.211 (meters)     604.37  (feet)  COMP
 HY0002  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 HY0002
 HY0002  VERT ORDER  -  FIRST     CLASS II
 HY0002
 HY0002.The horizontal coordinates were scaled from a topographic map and have
 HY0002.an estimated accuracy of +/- 6 seconds.
 HY0002
 HY0002.The orthometric height was determined by differential leveling
 HY0002.and adjusted by the National Geodetic Survey in June 1991..
 HY0002
 HY0002.The geoid height was determined by GEOID03.
 HY0002
 HY0002.The dynamic height is computed by dividing the NAVD 88
 HY0002.geopotential number by the normal gravity value computed on the
 HY0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0002.degrees latitude (g = 980.6199 gals.).
 HY0002
 HY0002.The modeled gravity was interpolated from observed gravity values.
 HY0002
 HY0002;                    North         East    Units  Estimated Accuracy
 HY0002;SPC WV S     -   205,320.      501,540.      MT  (+/- 180 meters Scaled)
 HY0002
 HY0002                          SUPERSEDED SURVEY CONTROL
 HY0002
 HY0002  NGVD 29 (??/??/92)  184.518  (m)          605.37   (f) ADJ UNCH    1 2
 HY0002
 HY0002.Superseded values are not recommended for survey control.
 HY0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0002.See file dsdata.txt to determine how the superseded data were derived.
 HY0002
 HY0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD015001(NAD 83)
 HY0002_MARKER: DB = BENCH MARK DISK
 HY0002_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HY0002_STAMPING: A 175 1958
 HY0002_MARK LOGO: CGS   
 HY0002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0002+STABILITY: POSITION/ELEVATION WELL
 HY0002
 HY0002  HISTORY     - Date     Condition        Report By
 HY0002  HISTORY     - 1958     MONUMENTED       CGS
 HY0002  HISTORY     - 1976     GOOD             NGS
 HY0002  HISTORY     - 1984     GOOD             NGS
 HY0002  HISTORY     - 1984     GOOD             NGS
 HY0002
 HY0002                          STATION DESCRIPTION
 HY0002
 HY0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0002'AT POINT PLEASANT.
 HY0002'AT POINT PLEASANT, AT THE SOUTHEAST END OF THE NEW YORK CENTRAL
 HY0002'RAILROAD BRIDGE ACROSS THE OHIO RIVER, SET IN THE TOP OF THE
 HY0002'BACKWALL OF THE SOUTHEAST CONCRETE ABUTMENT OF THE BRIDGE NUMBER
 HY0002'683, 90 1/2 FEET NORTH-NORTHWEST AND ACROSS THE TRACK FROM MILE
 HY0002'POST 69 COR, 6.7 FEET NORTHEAST OF NORTHEAST RAIL, ABOUT 0.1 MILE
 HY0002'NORTHWEST OF THE RAILROAD STATION AT POINT PLEASANT, ABOUT 1/2
 HY0002'FOOT BELOW THE LEVEL OF THE TRACK.
 HY0002
 HY0002                          STATION RECOVERY (1976)
 HY0002
 HY0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0002'RECOVERED IN GOOD CONDITION.
 HY0002
 HY0002                          STATION RECOVERY (1984)
 HY0002
 HY0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0002'RECOVERED IN GOOD CONDITION.
 HY0002
 HY0002                          STATION RECOVERY (1984)
 HY0002
 HY0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2423 ***********************************************************************
 GX2423  DESIGNATION -  A 176
 GX2423  PID         -  GX2423
 GX2423  STATE/COUNTY-  WV/MINGO
 GX2423  USGS QUAD   -  GILBERT (1977)
 GX2423
 GX2423                         *CURRENT SURVEY CONTROL
 GX2423  ___________________________________________________________________
 GX2423* NAD 83(1986)-  37 36 14.     (N)    081 51 56.     (W)     SCALED    
 GX2423* NAVD 88     -       256.918  (meters)     842.91   (feet)  ADJUSTED  
 GX2423  ___________________________________________________________________
 GX2423  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX2423  DYNAMIC HT  -         256.721 (meters)     842.26  (feet)  COMP
 GX2423  MODELED GRAV-     979,859.3   (mgal)                       NAVD 88
 GX2423
 GX2423  VERT ORDER  -  SECOND    CLASS 0
 GX2423
 GX2423.The horizontal coordinates were scaled from a topographic map and have
 GX2423.an estimated accuracy of +/- 6 seconds.
 GX2423
 GX2423.The orthometric height was determined by differential leveling
 GX2423.and adjusted by the National Geodetic Survey in June 1991..
 GX2423
 GX2423.The geoid height was determined by GEOID03.
 GX2423
 GX2423.The dynamic height is computed by dividing the NAVD 88
 GX2423.geopotential number by the normal gravity value computed on the
 GX2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2423.degrees latitude (g = 980.6199 gals.).
 GX2423
 GX2423.The modeled gravity was interpolated from observed gravity values.
 GX2423
 GX2423;                    North         East    Units  Estimated Accuracy
 GX2423;SPC WV S     -    67,380.      523,570.      MT  (+/- 180 meters Scaled)
 GX2423
 GX2423                          SUPERSEDED SURVEY CONTROL
 GX2423
 GX2423  NGVD 29 (??/??/92)  257.124  (m)          843.58   (f) ADJ UNCH    2 0
 GX2423
 GX2423.Superseded values are not recommended for survey control.
 GX2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2423.See file dsdata.txt to determine how the superseded data were derived.
 GX2423
 GX2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB235622(NAD 83)
 GX2423_MARKER: DB = BENCH MARK DISK
 GX2423_SETTING: 66 = SET IN ROCK OUTCROP
 GX2423_SP_SET: ROCK CUT
 GX2423_STAMPING: A 176 1958
 GX2423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2423+STABILITY: POSITION/ELEVATION WELL
 GX2423
 GX2423  HISTORY     - Date     Condition        Report By
 GX2423  HISTORY     - 1958     MONUMENTED       CGS
 GX2423  HISTORY     - 1963     GOOD             AEROS
 GX2423
 GX2423                          STATION DESCRIPTION
 GX2423
 GX2423'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2423'1 MI SE FROM GILBERT.
 GX2423'ABOUT 0.95 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION
 GX2423'OF STATE HIGHWAY 80 AT GILBERT, 0.85 MILE NORTHWEST OF A SIDE
 GX2423'ROAD LEADING SOUTHEAST ACROSS A BRIDGE OVER THE GUYANDOT RIVER,
 GX2423'SET VERTICALLY IN THE NORTHWEST FACE OF A LONG LOW ROCK CUT, 2
 GX2423'FEET ABOVE THE GROUND, 19 FEET SOUTHEAST OF CENTER LINE OF
 GX2423'HIGHWAY, 330 FEET NORTHEAST OF THE SOUTHWEST END OF CUT, 117 FEET
 GX2423'SOUTHWEST OF THE SOUTHEAST END OF A 24-INCH PIPE CULVERT WITH
 GX2423'CONCRETE HEAD WALL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GX2423'HIGHWAY.
 GX2423
 GX2423                          STATION RECOVERY (1963)
 GX2423
 GX2423'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2469 ***********************************************************************
 GX2469  DESIGNATION -  A 177
 GX2469  PID         -  GX2469
 GX2469  STATE/COUNTY-  WV/WYOMING
 GX2469  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2469
 GX2469                         *CURRENT SURVEY CONTROL
 GX2469  ___________________________________________________________________
 GX2469* NAD 83(1986)-  37 34 49.     (N)    081 43 58.     (W)     SCALED    
 GX2469* NAVD 88     -       407.854  (meters)    1338.10   (feet)  ADJUSTED  
 GX2469  ___________________________________________________________________
 GX2469  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX2469  DYNAMIC HT  -         407.536 (meters)    1337.06  (feet)  COMP
 GX2469  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 GX2469
 GX2469  VERT ORDER  -  SECOND    CLASS 0
 GX2469
 GX2469.The horizontal coordinates were scaled from a topographic map and have
 GX2469.an estimated accuracy of +/- 6 seconds.
 GX2469
 GX2469.The orthometric height was determined by differential leveling
 GX2469.and adjusted by the National Geodetic Survey in June 1991..
 GX2469
 GX2469.The geoid height was determined by GEOID03.
 GX2469
 GX2469.The dynamic height is computed by dividing the NAVD 88
 GX2469.geopotential number by the normal gravity value computed on the
 GX2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2469.degrees latitude (g = 980.6199 gals.).
 GX2469
 GX2469.The modeled gravity was interpolated from observed gravity values.
 GX2469
 GX2469;                    North         East    Units  Estimated Accuracy
 GX2469;SPC WV S     -    64,660.      535,280.      MT  (+/- 180 meters Scaled)
 GX2469
 GX2469                          SUPERSEDED SURVEY CONTROL
 GX2469
 GX2469  NGVD 29 (??/??/92)  408.042  (m)         1338.72   (f) ADJ UNCH    2 0
 GX2469
 GX2469.Superseded values are not recommended for survey control.
 GX2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2469.See file dsdata.txt to determine how the superseded data were derived.
 GX2469
 GX2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB352595(NAD 83)
 GX2469_MARKER: DB = BENCH MARK DISK
 GX2469_SETTING: 66 = SET IN ROCK OUTCROP
 GX2469_SP_SET: CUT
 GX2469_STAMPING: A 177 1958
 GX2469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2469+STABILITY: POSITION/ELEVATION WELL
 GX2469
 GX2469  HISTORY     - Date     Condition        Report By
 GX2469  HISTORY     - 1958     MONUMENTED       CGS
 GX2469  HISTORY     - 1963     GOOD             AEROS
 GX2469
 GX2469                          STATION DESCRIPTION
 GX2469
 GX2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2469'4.3 MI W FROM BAILEYVILLE.
 GX2469'ABOUT 4.3 MILES WEST ALONG A BLACK TOP ROAD FROM THE BRIDGE OVER
 GX2469'GUYANDOT RIVER AT BAILEYSVILLE, ABOUT 0.85 MILE SOUTHWEST OF
 GX2469'CROSSING OF THE VIRGINIAN RAILWAY, ON THE EAST SLOPE OF A GRADE,
 GX2469'ON THE INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTHEAST
 GX2469'AND NORTHWEST, AT THE JUNCTION OF A DRIVE SOUTHWEST TO A LARGE
 GX2469'2 1/2-STORY WHITE HOUSE, SET VERTICALLY IN THE SOUTH FACE OF A
 GX2469'ROCK CUT, 16 FEET NORTH OF CENTER LINE OF ROAD, 42 FEET NORTHEAST
 GX2469'OF CENTER OF JUNCTION OF DRIVE AND ABOUT 1 1/2 FEET ABOVE LEVEL
 GX2469'OF ROAD.
 GX2469
 GX2469                          STATION RECOVERY (1963)
 GX2469
 GX2469'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0633 ***********************************************************************
 HY0633  DESIGNATION -  A 177
 HY0633  PID         -  HY0633
 HY0633  STATE/COUNTY-  WV/CABELL
 HY0633  USGS QUAD   -  MILTON (1989)
 HY0633
 HY0633                         *CURRENT SURVEY CONTROL
 HY0633  ___________________________________________________________________
 HY0633* NAD 83(1986)-  38 26 40.     (N)    082 12 37.     (W)     SCALED    
 HY0633* NAVD 88     -       180.446  (meters)     592.01   (feet)  ADJUSTED  
 HY0633  ___________________________________________________________________
 HY0633  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HY0633  DYNAMIC HT  -         180.324 (meters)     591.61  (feet)  COMP
 HY0633  MODELED GRAV-     979,950.9   (mgal)                       NAVD 88
 HY0633
 HY0633  VERT ORDER  -  SECOND    CLASS 0
 HY0633
 HY0633.The horizontal coordinates were scaled from a topographic map and have
 HY0633.an estimated accuracy of +/- 6 seconds.
 HY0633
 HY0633.The orthometric height was determined by differential leveling
 HY0633.and adjusted by the National Geodetic Survey in June 1991..
 HY0633
 HY0633.The geoid height was determined by GEOID03.
 HY0633
 HY0633.The dynamic height is computed by dividing the NAVD 88
 HY0633.geopotential number by the normal gravity value computed on the
 HY0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0633.degrees latitude (g = 980.6199 gals.).
 HY0633
 HY0633.The modeled gravity was interpolated from observed gravity values.
 HY0633
 HY0633;                    North         East    Units  Estimated Accuracy
 HY0633;SPC WV S     -   161,010.      494,350.      MT  (+/- 180 meters Scaled)
 HY0633
 HY0633                          SUPERSEDED SURVEY CONTROL
 HY0633
 HY0633  NGVD 29 (??/??/92)  180.63   (m)          592.6    (f) COMPUTED    2 0
 HY0633
 HY0633.Superseded values are not recommended for survey control.
 HY0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0633.See file dsdata.txt to determine how the superseded data were derived.
 HY0633
 HY0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC943558(NAD 83)
 HY0633_MARKER: DB = BENCH MARK DISK
 HY0633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0633_SP_SET: BRIDGE
 HY0633_STAMPING: A 117 1956
 HY0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0633
 HY0633  HISTORY     - Date     Condition        Report By
 HY0633  HISTORY     - 1956     MONUMENTED       CGS
 HY0633
 HY0633                          STATION DESCRIPTION
 HY0633
 HY0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0633'1.8 MI NW FROM YATES.
 HY0633'ABOUT 0.35 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 HY0633'OF THE CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 1.4
 HY0633'MILES WEST ALONG A GRAVEL AND BLACK-TOP ROAD, ABOUT 0.05 MILE
 HY0633'SOUTHEAST OF JUNCTION OF A BLACK TOP ROAD NORTH, IN THE TOP OF
 HY0633'SOUTHEAST END OF NORTHEAST HEAD WALL OF A 15-FOOT CONCRETE BRIDGE
 HY0633'OVER DEMONDS BRANCH, 10 FEET NORTHEAST OF CENTER LINE OF ROAD AND
 HY0633'ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2185 ***********************************************************************
 GX2185  DESIGNATION -  A 178
 GX2185  PID         -  GX2185
 GX2185  STATE/COUNTY-  WV/WYOMING
 GX2185  USGS QUAD   -  PINEVILLE (1976)
 GX2185
 GX2185                         *CURRENT SURVEY CONTROL
 GX2185  ___________________________________________________________________
 GX2185* NAD 83(1986)-  37 34 57.     (N)    081 32 14.     (W)     SCALED    
 GX2185* NAVD 88     -       394.833  (meters)    1295.38   (feet)  ADJUSTED  
 GX2185  ___________________________________________________________________
 GX2185  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX2185  DYNAMIC HT  -         394.519 (meters)    1294.35  (feet)  COMP
 GX2185  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 GX2185
 GX2185  VERT ORDER  -  SECOND    CLASS 0
 GX2185
 GX2185.The horizontal coordinates were scaled from a topographic map and have
 GX2185.an estimated accuracy of +/- 6 seconds.
 GX2185
 GX2185.The orthometric height was determined by differential leveling
 GX2185.and adjusted by the National Geodetic Survey in June 1991..
 GX2185
 GX2185.The geoid height was determined by GEOID03.
 GX2185
 GX2185.The dynamic height is computed by dividing the NAVD 88
 GX2185.geopotential number by the normal gravity value computed on the
 GX2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2185.degrees latitude (g = 980.6199 gals.).
 GX2185
 GX2185.The modeled gravity was interpolated from observed gravity values.
 GX2185
 GX2185;                    North         East    Units  Estimated Accuracy
 GX2185;SPC WV S     -    64,790.      552,550.      MT  (+/- 180 meters Scaled)
 GX2185
 GX2185                          SUPERSEDED SURVEY CONTROL
 GX2185
 GX2185  NGVD 29 (??/??/92)  395.004  (m)         1295.94   (f) ADJ UNCH    2 0
 GX2185
 GX2185.Superseded values are not recommended for survey control.
 GX2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2185.See file dsdata.txt to determine how the superseded data were derived.
 GX2185
 GX2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB525596(NAD 83)
 GX2185_MARKER: DB = BENCH MARK DISK
 GX2185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2185_SP_SET: BUILDING
 GX2185_STAMPING: A 178 1958
 GX2185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX2185+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2000
 GX2185
 GX2185  HISTORY     - Date     Condition        Report By
 GX2185  HISTORY     - 1958     MONUMENTED       CGS
 GX2185  HISTORY     - 20000408 GOOD             LOCSUR
 GX2185
 GX2185                          STATION DESCRIPTION
 GX2185
 GX2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2185'AT PINEVILLE.
 GX2185'AT PINEVILLE, 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 10 FROM
 GX2185'THE COURTHOUSE, AT THE CITY HALL, SET VERTICALLY IN THE SOUTH
 GX2185'FACE OF THE SOUTHWEST CORNER OF THE BUILDING, 2 FEET EAST OF
 GX2185'THE SOUTHWEST CORNER, 2 1/2 FEET ABOVE THE GROUND, AT THE
 GX2185'JUNCTION OF FORMER HIGHWAY 10 NEAR THE OLD BRIDGE OVER GUYANDOT
 GX2185'RIVER, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE OLD HIGHWAY.
 GX2185
 GX2185                          STATION RECOVERY (2000)
 GX2185
 GX2185'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (TS)
 GX2185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1889 ***********************************************************************
 GX1889  DESIGNATION -  A 179
 GX1889  PID         -  GX1889
 GX1889  STATE/COUNTY-  WV/MCDOWELL
 GX1889  USGS QUAD   -  WAR (1977)
 GX1889
 GX1889                         *CURRENT SURVEY CONTROL
 GX1889  ___________________________________________________________________
 GX1889* NAD 83(1986)-  37 18 20.     (N)    081 40 24.     (W)     SCALED    
 GX1889* NAVD 88     -       416.341  (meters)    1365.95   (feet)  ADJUSTED  
 GX1889  ___________________________________________________________________
 GX1889  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GX1889  DYNAMIC HT  -         415.992 (meters)    1364.80  (feet)  COMP
 GX1889  MODELED GRAV-     979,781.6   (mgal)                       NAVD 88
 GX1889
 GX1889  VERT ORDER  -  SECOND    CLASS 0
 GX1889
 GX1889.The horizontal coordinates were scaled from a topographic map and have
 GX1889.an estimated accuracy of +/- 6 seconds.
 GX1889
 GX1889.The orthometric height was determined by differential leveling
 GX1889.and adjusted by the National Geodetic Survey in June 1991..
 GX1889
 GX1889.The geoid height was determined by GEOID03.
 GX1889
 GX1889.The dynamic height is computed by dividing the NAVD 88
 GX1889.geopotential number by the normal gravity value computed on the
 GX1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1889.degrees latitude (g = 980.6199 gals.).
 GX1889
 GX1889.The modeled gravity was interpolated from observed gravity values.
 GX1889
 GX1889;                    North         East    Units  Estimated Accuracy
 GX1889;SPC WV S     -    34,130.      540,300.      MT  (+/- 180 meters Scaled)
 GX1889
 GX1889                          SUPERSEDED SURVEY CONTROL
 GX1889
 GX1889  NGVD 29 (??/??/92)  416.500  (m)         1366.47   (f) ADJ UNCH    2 0
 GX1889
 GX1889.Superseded values are not recommended for survey control.
 GX1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1889.See file dsdata.txt to determine how the superseded data were derived.
 GX1889
 GX1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB403289(NAD 83)
 GX1889_MARKER: DB = BENCH MARK DISK
 GX1889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1889_SP_SET: ABUTMENT
 GX1889_STAMPING: A 179 1958
 GX1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1889
 GX1889  HISTORY     - Date     Condition        Report By
 GX1889  HISTORY     - 1958     MONUMENTED       CGS
 GX1889
 GX1889                          STATION DESCRIPTION
 GX1889
 GX1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1889'AT WAR.
 GX1889'AT WAR, ABOUT 0.75 MILE SOUTHEAST ALONG STATE HIGHWAY 16 FROM
 GX1889'THE POST OFFICE, 14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 GX1889'SET VERTICALLY IN THE SOUTH FACE OF THE NORTH ABUTMENT FOR THE
 GX1889'NORFOLK AND WESTERN RAILWAY OVERPASS OVER THE HIGHWAY, 6 FEET
 GX1889'EAST OF THE EAST RAIL, AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0321 ***********************************************************************
 JW0321  DESIGNATION -  A 18
 JW0321  PID         -  JW0321
 JW0321  STATE/COUNTY-  WV/HAMPSHIRE
 JW0321  USGS QUAD   -  SECTOR (1971)
 JW0321
 JW0321                         *CURRENT SURVEY CONTROL
 JW0321  ___________________________________________________________________
 JW0321* NAD 83(1986)-  39 12 57.     (N)    078 51 51.     (W)     SCALED    
 JW0321* NAVD 88     -       225.030  (meters)     738.29   (feet)  ADJUSTED  
 JW0321  ___________________________________________________________________
 JW0321  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JW0321  DYNAMIC HT  -         224.888 (meters)     737.82  (feet)  COMP
 JW0321  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 JW0321
 JW0321  VERT ORDER  -  SECOND    CLASS 0
 JW0321
 JW0321.The horizontal coordinates were scaled from a topographic map and have
 JW0321.an estimated accuracy of +/- 6 seconds.
 JW0321
 JW0321.The orthometric height was determined by differential leveling
 JW0321.and adjusted by the National Geodetic Survey in June 1991..
 JW0321
 JW0321.The geoid height was determined by GEOID03.
 JW0321
 JW0321.The dynamic height is computed by dividing the NAVD 88
 JW0321.geopotential number by the normal gravity value computed on the
 JW0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0321.degrees latitude (g = 980.6199 gals.).
 JW0321
 JW0321.The modeled gravity was interpolated from observed gravity values.
 JW0321
 JW0321;                    North         East    Units  Estimated Accuracy
 JW0321;SPC WV N     -    79,660.      654,910.      MT  (+/- 180 meters Scaled)
 JW0321
 JW0321                          SUPERSEDED SURVEY CONTROL
 JW0321
 JW0321  NGVD 29 (??/??/92)  225.191  (m)          738.81   (f) ADJ UNCH    2 0
 JW0321
 JW0321.Superseded values are not recommended for survey control.
 JW0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0321.See file dsdata.txt to determine how the superseded data were derived.
 JW0321
 JW0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD843429(NAD 83)
 JW0321_MARKER: DB = BENCH MARK DISK
 JW0321_SETTING: 66 = SET IN ROCK OUTCROP
 JW0321_SP_SET: OUTCROP
 JW0321_STAMPING: A 18 1934
 JW0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0321+STABILITY: POSITION/ELEVATION WELL
 JW0321
 JW0321  HISTORY     - Date     Condition        Report By
 JW0321  HISTORY     - 1934     MONUMENTED       CGS
 JW0321
 JW0321                          STATION DESCRIPTION
 JW0321
 JW0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0321'12.2 MI N FROM MOOREFIELD.
 JW0321'IN HAMPSHIRE COUNTY, 12.2 MILES NORTH ALONG THE BALTIMORE AND
 JW0321'OHIO RAILROAD FROM MOOREFIELD, HARDY COUNTY, 0.8 MILE SOUTH OF THE
 JW0321'STATION AT GLEBE, HAMPSHIRE COUNTY, 3.5 YARDS WEST OF THE
 JW0321'CENTERLINE OF THE TRACK, IN THE TOP OF A SMALL ROCK OUTCROP, AND
 JW0321'18 INCHES HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED A 18
 JW0321'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2483 ***********************************************************************
 GX2483  CBN         -  This is a Cooperative Base Network Control Station.
 GX2483  DESIGNATION -  A 180
 GX2483  PID         -  GX2483
 GX2483  STATE/COUNTY-  WV/WYOMING
 GX2483  USGS QUAD   -  OCEANA (1976)
 GX2483
 GX2483                         *CURRENT SURVEY CONTROL
 GX2483  ___________________________________________________________________
 GX2483* NAD 83(1995)-  37 41 13.13922(N)    081 39 31.45822(W)     ADJUSTED  
 GX2483* NAVD 88     -       376.849  (meters)    1236.38   (feet)  ADJUSTED  
 GX2483  ___________________________________________________________________
 GX2483  X           -     733,180.136 (meters)                     COMP
 GX2483  Y           -  -5,000,554.135 (meters)                     COMP
 GX2483  Z           -   3,878,219.168 (meters)                     COMP
 GX2483  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 GX2483  ELLIP HEIGHT-         345.51  (meters)          (04/23/01) GPS OBS
 GX2483  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX2483  DYNAMIC HT  -         376.551 (meters)    1235.40  (feet)  COMP
 GX2483  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 GX2483
 GX2483  HORZ ORDER  -  A
 GX2483  VERT ORDER  -  SECOND    CLASS 0
 GX2483  ELLP ORDER  -  FOURTH    CLASS I
 GX2483
 GX2483.The horizontal coordinates were established by GPS observations
 GX2483.and adjusted by the National Geodetic Survey in April 2001..
 GX2483
 GX2483.The orthometric height was determined by differential leveling
 GX2483.and adjusted by the National Geodetic Survey in June 1991..
 GX2483
 GX2483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX2483
 GX2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX2483
 GX2483.The ellipsoidal height was determined by GPS observations
 GX2483.and is referenced to NAD 83.
 GX2483
 GX2483.The geoid height was determined by GEOID03.
 GX2483
 GX2483.The dynamic height is computed by dividing the NAVD 88
 GX2483.geopotential number by the normal gravity value computed on the
 GX2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2483.degrees latitude (g = 980.6199 gals.).
 GX2483
 GX2483.The modeled gravity was interpolated from observed gravity values.
 GX2483
 GX2483;                    North         East     Units Scale Factor Converg.
 GX2483;SPC WV S     -    76,453.607   541,898.956   MT  0.99996313   -0 24 26.0
 GX2483;UTM  17      - 4,171,290.195   441,919.239   MT  0.99964155   -0 24 09.8
 GX2483
 GX2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX2483!SPC WV S     -   0.99994579  x   0.99996313  =   0.99990892
 GX2483!UTM  17      -   0.99994579  x   0.99964155  =   0.99958736
 GX2483
 GX2483                          SUPERSEDED SURVEY CONTROL
 GX2483
 GX2483  NAD 83(1995)-  37 41 13.13932(N)    081 39 31.45937(W) AD(       ) 3
 GX2483  ELLIP H (04/01/98)  345.53   (m)                       GP(       ) 4 1
 GX2483  NAD 83(1995)-  37 41 13.14898(N)    081 39 31.47410(W) AD(       ) 3
 GX2483  NAD 83(1986)-  37 41 13.15192(N)    081 39 31.47927(W) AD(       ) 3
 GX2483  NAD 27      -  37 41 12.73212(N)    081 39 32.01758(W) AD(       ) 3
 GX2483  NAVD 88 (04/23/01)  376.85   (m)         1236.4    (f) LEVELING    3  
 GX2483  NGVD 29 (??/??/92)  377.021  (m)         1236.94   (f) ADJ UNCH    2 0
 GX2483
 GX2483.Superseded values are not recommended for survey control.
 GX2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2483.See file dsdata.txt to determine how the superseded data were derived.
 GX2483
 GX2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB4191971290(NAD 83)
 GX2483_MARKER: DB = BENCH MARK DISK
 GX2483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2483_SP_SET: BRIDGE
 GX2483_STAMPING: A 180 1958
 GX2483_MARK LOGO: CGS   
 GX2483_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX2483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX2483+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2000
 GX2483
 GX2483  HISTORY     - Date     Condition        Report By
 GX2483  HISTORY     - 1958     MONUMENTED       CGS
 GX2483  HISTORY     - 1963     GOOD             AEROS
 GX2483  HISTORY     - 1987     GOOD             NGS
 GX2483  HISTORY     - 19880518 GOOD
 GX2483  HISTORY     - 20000323 GOOD             WVALS
 GX2483
 GX2483                          STATION DESCRIPTION
 GX2483
 GX2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2483'1.9 MI SW FROM OCEANA.
 GX2483'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 10 FROM THE METHODIST
 GX2483'CHURCH AT OCEANA, THENCE ABOUT 1.3 MILES SOUTHWEST ALONG A
 GX2483'BLACK TOP ROAD, 0.45 MILE NORTH OF A 75-FOOT BRIDGE OVER CLEAR
 GX2483'FORK, AT THE CROSSING OF THE VIRGINIAN RAILWAY, IN THE TOP OF
 GX2483'THE WING WALL AT THE WEST CORNER OF RAILWAY BRIDGE OVER LOWER
 GX2483'ROAD BRANCH, 28 FEET NORTHEAST OF CENTER LINE OF ROAD, 4 FEET
 GX2483'NORTHWEST OF NORTHWEST RAIL AND ABOUT 1 FOOT ABOVE LEVEL OF
 GX2483'ROAD.
 GX2483
 GX2483                          STATION RECOVERY (1963)
 GX2483
 GX2483'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2483'RECOVERED IN GOOD CONDITION.
 GX2483
 GX2483                          STATION RECOVERY (1987)
 GX2483
 GX2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (SD)
 GX2483'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 GX2483'SOUTHWEST OF OCEANA, IN THE LILLYHAVEN COMMUNITY, IN THE CONCRETE
 GX2483'WING WALL OF A RAILROAD BRIDGE WHERE THE TRACK BEGINS TO CROSS THE
 GX2483'HIGHWAY.
 GX2483'OWNERSHIP--NORFOLK AND WESTERN RAILROAD.
 GX2483'
 GX2483'TO REACH THE STATION FROM THE OCEANA CITY HALL-FIRE STATION, GO WEST
 GX2483'AND NORTH FOR 1.5 KM (0.9 MI) ON STATE HIGHWAY 10 TO A
 GX2483'PAVED ROAD LEFT.
 GX2483'TURN LEFT AND GO SOUTHWEST FOR 2.1 KM (1.3 MI) ON STATE HIGHWAY 971
 GX2483'TO A RAILROAD CROSSING AND THE STATION ON THE LEFT.
 GX2483'
 GX2483'THE STATION IS A STANDARD CGS DISK
 GX2483'STAMPED---A 180 1958---,
 GX2483'SET INTO A DRILL HOLE IN THE NORTHWEST WING WALL OF THE RAILROAD
 GX2483'BRIDGE.  LOCATED
 GX2483'8.5 METERS (27.9 FT) EAST FROM THE CENTER OF THE ROAD AND
 GX2483'1.5 METERS (4.9 FT) NORTH FROM THE NORTH RAIL.
 GX2483'
 GX2483'DESCRIBED BY C. L. SMITH, TYPED BY C. L. SMITH.
 GX2483
 GX2483                          STATION RECOVERY (1988)
 GX2483
 GX2483'RECOVERED 1988
 GX2483'RECOVERED IN GOOD CONDITION.
 GX2483
 GX2483                          STATION RECOVERY (2000)
 GX2483
 GX2483'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (RBH)
 GX2483'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1197 ***********************************************************************
 GX1197  DESIGNATION -  A 181
 GX1197  PID         -  GX1197
 GX1197  STATE/COUNTY-  WV/WYOMING
 GX1197  USGS QUAD   -  MC GRAWS (1976)
 GX1197
 GX1197                         *CURRENT SURVEY CONTROL
 GX1197  ___________________________________________________________________
 GX1197* NAD 83(1986)-  37 43 26.     (N)    081 27 14.     (W)     SCALED    
 GX1197* NAVD 88     -       546.695  (meters)    1793.62   (feet)  ADJUSTED  
 GX1197  ___________________________________________________________________
 GX1197  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX1197  DYNAMIC HT  -         546.259 (meters)    1792.18  (feet)  COMP
 GX1197  MODELED GRAV-     979,815.0   (mgal)                       NAVD 88
 GX1197
 GX1197  VERT ORDER  -  SECOND    CLASS 0
 GX1197
 GX1197.The horizontal coordinates were scaled from a topographic map and have
 GX1197.an estimated accuracy of +/- 6 seconds.
 GX1197
 GX1197.The orthometric height was determined by differential leveling
 GX1197.and adjusted by the National Geodetic Survey in June 1991..
 GX1197
 GX1197.The geoid height was determined by GEOID03.
 GX1197
 GX1197.The dynamic height is computed by dividing the NAVD 88
 GX1197.geopotential number by the normal gravity value computed on the
 GX1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1197.degrees latitude (g = 980.6199 gals.).
 GX1197
 GX1197.The modeled gravity was interpolated from observed gravity values.
 GX1197
 GX1197;                    North         East    Units  Estimated Accuracy
 GX1197;SPC WV S     -    80,440.      559,990.      MT  (+/- 180 meters Scaled)
 GX1197
 GX1197                          SUPERSEDED SURVEY CONTROL
 GX1197
 GX1197  NGVD 29 (??/??/92)  546.862  (m)         1794.16   (f) ADJ UNCH    2 0
 GX1197
 GX1197.Superseded values are not recommended for survey control.
 GX1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1197.See file dsdata.txt to determine how the superseded data were derived.
 GX1197
 GX1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB600752(NAD 83)
 GX1197_MARKER: DB = BENCH MARK DISK
 GX1197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1197_SP_SET: CULVERT
 GX1197_STAMPING: A 181 1958
 GX1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX1197+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003
 GX1197
 GX1197  HISTORY     - Date     Condition        Report By
 GX1197  HISTORY     - 1958     MONUMENTED       CGS
 GX1197  HISTORY     - 20030202 GOOD             INDIV
 GX1197
 GX1197                          STATION DESCRIPTION
 GX1197
 GX1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1197'5.6 MI NE FROM GLEN MORRISON.
 GX1197'ABOUT 5.6 MILES NORTHEAST ALONG A BLACK TOP ROAD TO GLEN DANIEL
 GX1197'FROM THE BRIDGE OVER LAUREL FORK CREEK AT GLEN MORRISON, 0.85
 GX1197'MILE NORTH OF THE JUNCTION OF A BLACK TOP ROAD LEADING EAST TO
 GX1197'GLEN ROGERS, AND THE CROSSING OF THE VIRGINIAN RAILWAY, ON THE
 GX1197'OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTHWEST AND
 GX1197'SOUTHWEST, IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL
 GX1197'FOR A 10-FOOT BOX CULVERT OVER BEAR FORK, 12 FEET EAST OF CENTER
 GX1197'LINE OF ROAD, 6 FEET NORTH OF THE SOUTH END OF THE HEADWALL,
 GX1197'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 GX1197
 GX1197                          STATION RECOVERY (2003)
 GX1197
 GX1197'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2094 ***********************************************************************
 GX2094  DESIGNATION -  A 182
 GX2094  PID         -  GX2094
 GX2094  STATE/COUNTY-  WV/MCDOWELL
 GX2094  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX2094
 GX2094                         *CURRENT SURVEY CONTROL
 GX2094  ___________________________________________________________________
 GX2094* NAD 83(1986)-  37 13 17.     (N)    081 32 24.     (W)     SCALED    
 GX2094* NAVD 88     -       573.110  (meters)    1880.28   (feet)  ADJUSTED  
 GX2094  ___________________________________________________________________
 GX2094  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GX2094  DYNAMIC HT  -         572.608 (meters)    1878.63  (feet)  COMP
 GX2094  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 GX2094
 GX2094  VERT ORDER  -  SECOND    CLASS 0
 GX2094
 GX2094.The horizontal coordinates were scaled from a topographic map and have
 GX2094.an estimated accuracy of +/- 6 seconds.
 GX2094
 GX2094.The orthometric height was determined by differential leveling
 GX2094.and adjusted by the National Geodetic Survey in June 1991..
 GX2094
 GX2094.The geoid height was determined by GEOID03.
 GX2094
 GX2094.The dynamic height is computed by dividing the NAVD 88
 GX2094.geopotential number by the normal gravity value computed on the
 GX2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2094.degrees latitude (g = 980.6199 gals.).
 GX2094
 GX2094.The modeled gravity was interpolated from observed gravity values.
 GX2094
 GX2094;                    North         East    Units  Estimated Accuracy
 GX2094;SPC WV S     -    24,710.      552,070.      MT  (+/- 180 meters Scaled)
 GX2094
 GX2094                          SUPERSEDED SURVEY CONTROL
 GX2094
 GX2094  NGVD 29 (??/??/92)  573.238  (m)         1880.70   (f) ADJ UNCH    2 0
 GX2094
 GX2094.Superseded values are not recommended for survey control.
 GX2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2094.See file dsdata.txt to determine how the superseded data were derived.
 GX2094
 GX2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB520195(NAD 83)
 GX2094_MARKER: DB = BENCH MARK DISK
 GX2094_SETTING: 80 = SET IN A BOULDER
 GX2094_STAMPING: A 182 1958
 GX2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2094+STABILITY: SURFACE MOTION
 GX2094
 GX2094  HISTORY     - Date     Condition        Report By
 GX2094  HISTORY     - 1958     MONUMENTED       CGS
 GX2094
 GX2094                          STATION DESCRIPTION
 GX2094
 GX2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2094'2 MI E FROM BISHOP.
 GX2094'2.0 MILES EAST ALONG A BLACK TOP ROAD LEADING TO POCAHONTOS FROM
 GX2094'THE JUNCTION OF STATE HIGHWAY 16 AT BISHOP, ABOUT 50 YARDS
 GX2094'SOUTHWEST OF THE SOUTHWEST END OF A CURVE WITH TANGENTS EXTENDING
 GX2094'EAST AND SOUTHWEST, 58 FEET NORTHWEST OF THE CENTER LINE OF THE
 GX2094'ROAD, IN TOP OF THE WEST END OF A SLOPING WEDGE SHAPED BOULDER
 GX2094'8-FEET LONG AND 3-FEET HIGH, 27 FEET NORTH OF A 36-INCH FORKED
 GX2094'MAPLE TREE, 2 1/2 FEET EAST OF THE WEST END OF THE ROCK, AND ABOUT
 GX2094'3 1/2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1340 ***********************************************************************
 GX1340  DESIGNATION -  A 183
 GX1340  PID         -  GX1340
 GX1340  STATE/COUNTY-  WV/MCDOWELL
 GX1340  USGS QUAD   -  ANAWALT (1977)
 GX1340
 GX1340                         *CURRENT SURVEY CONTROL
 GX1340  ___________________________________________________________________
 GX1340* NAD 83(1986)-  37 20 14.     (N)    081 29 05.     (W)     SCALED    
 GX1340* NAVD 88     -       456.991  (meters)    1499.31   (feet)  ADJUSTED  
 GX1340  ___________________________________________________________________
 GX1340  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX1340  DYNAMIC HT  -         456.598 (meters)    1498.02  (feet)  COMP
 GX1340  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 GX1340
 GX1340  VERT ORDER  -  SECOND    CLASS 0
 GX1340
 GX1340.The horizontal coordinates were scaled from a topographic map and have
 GX1340.an estimated accuracy of +/- 6 seconds.
 GX1340
 GX1340.The orthometric height was determined by differential leveling
 GX1340.and adjusted by the National Geodetic Survey in June 1991..
 GX1340
 GX1340.The geoid height was determined by GEOID03.
 GX1340
 GX1340.The dynamic height is computed by dividing the NAVD 88
 GX1340.geopotential number by the normal gravity value computed on the
 GX1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1340.degrees latitude (g = 980.6199 gals.).
 GX1340
 GX1340.The modeled gravity was interpolated from observed gravity values.
 GX1340
 GX1340;                    North         East    Units  Estimated Accuracy
 GX1340;SPC WV S     -    37,540.      557,040.      MT  (+/- 180 meters Scaled)
 GX1340
 GX1340                          SUPERSEDED SURVEY CONTROL
 GX1340
 GX1340  NGVD 29 (??/??/92)  457.131  (m)         1499.77   (f) ADJ UNCH    2 0
 GX1340
 GX1340.Superseded values are not recommended for survey control.
 GX1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1340.See file dsdata.txt to determine how the superseded data were derived.
 GX1340
 GX1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB570323(NAD 83)
 GX1340_MARKER: DB = BENCH MARK DISK
 GX1340_SETTING: 66 = SET IN ROCK OUTCROP
 GX1340_SP_SET: ROCK CUT
 GX1340_STAMPING: A 183 1958
 GX1340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1340+STABILITY: POSITION/ELEVATION WELL
 GX1340
 GX1340  HISTORY     - Date     Condition        Report By
 GX1340  HISTORY     - 1958     MONUMENTED       CGS
 GX1340
 GX1340                          STATION DESCRIPTION
 GX1340
 GX1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1340'5.7 MI SE FROM GARY.
 GX1340'ABOUT 5.7 MILES SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE
 GX1340'JUNCTION OF A BLACK TOP ROAD LEADING SOUTH TO ELBERT AT GARY, 0.2
 GX1340'MILE NORTHWEST OF THE JUNCTION OF A BLACK TOP ROAD LEADING
 GX1340'SOUTHEAST PAST A GOLF CORSE, AT THE JUNCTION OF A ROAD LEADING
 GX1340'SOUTHWEST ACROSS A 30-FOOT BRIDGE OVER TUG FORK, SET VERTICALLY IN
 GX1340'THE SOUTHWEST FACE OF A ROCK CUT, 27 FEET NORTHEAST OF THE CENTER
 GX1340'LINE OF THE HIGHWAY, 69 FEET SOUTHEAST OF THE PROLONGATION OF THE
 GX1340'CENTER LINE OF THE ROAD SOUTHWEST, AND ABOUT 3 1/2 FEET ABOVE THE
 GX1340'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2052 ***********************************************************************
 GX2052  DESIGNATION -  A 184
 GX2052  PID         -  GX2052
 GX2052  STATE/COUNTY-  WV/MCDOWELL
 GX2052  USGS QUAD   -  GARY (1977)
 GX2052
 GX2052                         *CURRENT SURVEY CONTROL
 GX2052  ___________________________________________________________________
 GX2052* NAD 83(1986)-  37 16 11.     (N)    081 30 24.     (W)     SCALED    
 GX2052* NAVD 88     -       810.300  (meters)    2658.46   (feet)  ADJUSTED  
 GX2052  ___________________________________________________________________
 GX2052  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX2052  DYNAMIC HT  -         809.598 (meters)    2656.16  (feet)  COMP
 GX2052  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 GX2052
 GX2052  VERT ORDER  -  SECOND    CLASS 0
 GX2052
 GX2052.The horizontal coordinates were scaled from a topographic map and have
 GX2052.an estimated accuracy of +/- 6 seconds.
 GX2052
 GX2052.The orthometric height was determined by differential leveling
 GX2052.and adjusted by the National Geodetic Survey in June 1991..
 GX2052
 GX2052.The geoid height was determined by GEOID03.
 GX2052
 GX2052.The dynamic height is computed by dividing the NAVD 88
 GX2052.geopotential number by the normal gravity value computed on the
 GX2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2052.degrees latitude (g = 980.6199 gals.).
 GX2052
 GX2052.The modeled gravity was interpolated from observed gravity values.
 GX2052
 GX2052;                    North         East    Units  Estimated Accuracy
 GX2052;SPC WV S     -    30,060.      555,060.      MT  (+/- 180 meters Scaled)
 GX2052
 GX2052                          SUPERSEDED SURVEY CONTROL
 GX2052
 GX2052  NGVD 29 (??/??/92)  810.439  (m)         2658.92   (f) ADJ UNCH    2 0
 GX2052
 GX2052.Superseded values are not recommended for survey control.
 GX2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2052.See file dsdata.txt to determine how the superseded data were derived.
 GX2052
 GX2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB550249(NAD 83)
 GX2052_MARKER: DB = BENCH MARK DISK
 GX2052_SETTING: 66 = SET IN ROCK OUTCROP
 GX2052_SP_SET: CUT
 GX2052_STAMPING: A 184 1958
 GX2052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2052+STABILITY: POSITION/ELEVATION WELL
 GX2052
 GX2052  HISTORY     - Date     Condition        Report By
 GX2052  HISTORY     - 1958     MONUMENTED       CGS
 GX2052
 GX2052                          STATION DESCRIPTION
 GX2052
 GX2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2052'7.2 MI NE FROM BISHOP.
 GX2052'4.1 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 GX2052'OF STATE HIGHWAY 16 AT BISHOP, THENCE 3.1 MILES NORTH ALONG A
 GX2052'GRADED ROAD, ON THE SOUTHEAST SLOPE OF A HILL, ON THE INSIDE OF
 GX2052'A SHARP CURVE WITH TANGENTS EXTENDING SOUTHWEST AND NORTHWEST,
 GX2052'SET VERTICALLY IN THE NORTHEAST FACE OF A LARGE ROCK CUT, ON THE
 GX2052'WEST SIDE OF THE CENTER OF THE CURVE, 30 FEET SOUTHWEST OF THE
 GX2052'CENTER LINE OF THE ROAD, 30 FEET NORTHWEST OF A SHARP BEND IN THE
 GX2052'ROCK CUT, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2336 ***********************************************************************
 GX2336  DESIGNATION -  A 185
 GX2336  PID         -  GX2336
 GX2336  STATE/COUNTY-  WV/BOONE
 GX2336  USGS QUAD   -  WHARTON (1988)
 GX2336
 GX2336                         *CURRENT SURVEY CONTROL
 GX2336  ___________________________________________________________________
 GX2336* NAD 83(1986)-  37 57 56.     (N)    081 39 04.     (W)     SCALED    
 GX2336* NAVD 88     -       301.036  (meters)     987.65   (feet)  ADJUSTED  
 GX2336  ___________________________________________________________________
 GX2336  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GX2336  DYNAMIC HT  -         300.812 (meters)     986.91  (feet)  COMP
 GX2336  MODELED GRAV-     979,877.5   (mgal)                       NAVD 88
 GX2336
 GX2336  VERT ORDER  -  SECOND    CLASS 0
 GX2336
 GX2336.The horizontal coordinates were scaled from a topographic map and have
 GX2336.an estimated accuracy of +/- 6 seconds.
 GX2336
 GX2336.The orthometric height was determined by differential leveling
 GX2336.and adjusted by the National Geodetic Survey in June 1991..
 GX2336
 GX2336.The geoid height was determined by GEOID03.
 GX2336
 GX2336.The dynamic height is computed by dividing the NAVD 88
 GX2336.geopotential number by the normal gravity value computed on the
 GX2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2336.degrees latitude (g = 980.6199 gals.).
 GX2336
 GX2336.The modeled gravity was interpolated from observed gravity values.
 GX2336
 GX2336;                    North         East    Units  Estimated Accuracy
 GX2336;SPC WV S     -   107,370.      542,790.      MT  (+/- 180 meters Scaled)
 GX2336
 GX2336                          SUPERSEDED SURVEY CONTROL
 GX2336
 GX2336  NGVD 29 (??/??/92)  301.233  (m)          988.30   (f) ADJ UNCH    2 0
 GX2336
 GX2336.Superseded values are not recommended for survey control.
 GX2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2336.See file dsdata.txt to determine how the superseded data were derived.
 GX2336
 GX2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC428021(NAD 83)
 GX2336_MARKER: DB = BENCH MARK DISK
 GX2336_SETTING: 80 = SET IN A BOULDER
 GX2336_SP_SET: BOULDER
 GX2336_STAMPING: A 185 1958
 GX2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2336+STABILITY: SURFACE MOTION
 GX2336
 GX2336  HISTORY     - Date     Condition        Report By
 GX2336  HISTORY     - 1958     MONUMENTED       CGS
 GX2336  HISTORY     - 1968     MARK NOT FOUND   USGS
 GX2336
 GX2336                          STATION DESCRIPTION
 GX2336
 GX2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2336'4 MI E FROM VAN.
 GX2336'ABOUT 3.95 MILES EAST ALONG STATE HIGHWAY 78 FROM THE JUNCTION
 GX2336'OF STATE HIGHWAY 79 AT VAN, 0.75 MILE EAST OF THE CONFLUENCE
 GX2336'OF BROWNS BRANCH AND WEST FORK, 0.7 MILE EAST OF ELIZABETH
 GX2336'FREEWILL BAPTIST CHURCH, (BROWNS BRANCH), 0.15 MILE WEST OF
 GX2336'A CULVERT FOR A CREEK BRANCH LEADING SOUTHEAST, 34 FEET NORTH
 GX2336'OF THE CENTER LINE OF THE HIGHWAY (GRAVEL ROAD), IN TOP OF THE
 GX2336'HIGHEST PART OF A 9-BY 9-FOOT SLANTING AND 3-FOOT HIGH EXPOSED
 GX2336'PART OF PARTLY BURIED ROCK IN MIDDLE OF BROWNS BRANCH, THIS ROCK
 GX2336'IS AT THE OPEN END OF A SMALL ISLAND IN CREEK BRANCH, (THE ROCK
 GX2336'LOOKS LIKE TWIN ROCKS SLANTING AGAINST EACH OTHER), 0.05 MILE
 GX2336'WEST OF HIGHWAY MILE POST 4, AND ABOUT 1 FOOT BELOW THE LEVEL
 GX2336'OF HIGHWAY.
 GX2336
 GX2336                          STATION RECOVERY (1968)
 GX2336
 GX2336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GX2336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2239 ***********************************************************************
 HX2239  DESIGNATION -  A 186
 HX2239  PID         -  HX2239
 HX2239  STATE/COUNTY-  WV/BOONE
 HX2239  USGS QUAD   -  MADISON (1976)
 HX2239
 HX2239                         *CURRENT SURVEY CONTROL
 HX2239  ___________________________________________________________________
 HX2239* NAD 83(1986)-  38 03 24.     (N)    081 48 57.     (W)     SCALED    
 HX2239* NAVD 88     -       234.902  (meters)     770.67   (feet)  ADJUSTED  
 HX2239  ___________________________________________________________________
 HX2239  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HX2239  DYNAMIC HT  -         234.733 (meters)     770.12  (feet)  COMP
 HX2239  MODELED GRAV-     979,903.1   (mgal)                       NAVD 88
 HX2239
 HX2239  VERT ORDER  -  SECOND    CLASS 0
 HX2239
 HX2239.The horizontal coordinates were scaled from a topographic map and have
 HX2239.an estimated accuracy of +/- 6 seconds.
 HX2239
 HX2239.The orthometric height was determined by differential leveling
 HX2239.and adjusted by the National Geodetic Survey in June 1991..
 HX2239
 HX2239.The geoid height was determined by GEOID03.
 HX2239
 HX2239.The dynamic height is computed by dividing the NAVD 88
 HX2239.geopotential number by the normal gravity value computed on the
 HX2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2239.degrees latitude (g = 980.6199 gals.).
 HX2239
 HX2239.The modeled gravity was interpolated from observed gravity values.
 HX2239
 HX2239;                    North         East    Units  Estimated Accuracy
 HX2239;SPC WV S     -   117,590.      528,410.      MT  (+/- 180 meters Scaled)
 HX2239
 HX2239                          SUPERSEDED SURVEY CONTROL
 HX2239
 HX2239  NGVD 29 (??/??/92)  235.108  (m)          771.35   (f) ADJ UNCH    2 0
 HX2239
 HX2239.Superseded values are not recommended for survey control.
 HX2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2239.See file dsdata.txt to determine how the superseded data were derived.
 HX2239
 HX2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC284124(NAD 83)
 HX2239_MARKER: DB = BENCH MARK DISK
 HX2239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2239_SP_SET: CULVERT
 HX2239_STAMPING: A 186 1958
 HX2239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2239
 HX2239  HISTORY     - Date     Condition        Report By
 HX2239  HISTORY     - 1958     MONUMENTED       CGS
 HX2239  HISTORY     - 1973     GOOD             LOCENG
 HX2239
 HX2239                          STATION DESCRIPTION
 HX2239
 HX2239'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2239'0.6 MI SE FROM MADISON.
 HX2239'ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE JUNCTION
 HX2239'OF U.S. HIGHWAY 119 AT MADISON, 0.85 MILE SOUTHEAST OF THE
 HX2239'COUNTY COURTHOUSE, 0.1 MILE NORTHEAST OF THE JUNIOR HADDAD
 HX2239'RECREATION CENTER AND SWIMMING POOL, 19 1/2 FEET NORTHEAST OF
 HX2239'CENTER LINE OF HIGHWAY, IN TOP OF THE SOUTHEAST END OF THE
 HX2239'NORTHEAST CONCRETE HEAD WALL FOR A 15-INCH PIPE CULVERT UNDER
 HX2239'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- ABOUT
 HX2239'0.4 MILE NORTHWEST OF A CULVERT OVER WORKMAN BRANCH.
 HX2239
 HX2239                          STATION RECOVERY (1973)
 HX2239
 HX2239'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2239'AT MADISON WELCOME SIGN BOARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2780 ***********************************************************************
 HX2780  DESIGNATION -  A 187 RESET 1976
 HX2780  PID         -  HX2780
 HX2780  STATE/COUNTY-  WV/BOONE
 HX2780  USGS QUAD   -  RACINE (1976)
 HX2780
 HX2780                         *CURRENT SURVEY CONTROL
 HX2780  ___________________________________________________________________
 HX2780* NAD 83(1986)-  38 08 29.     (N)    081 41 13.     (W)     SCALED    
 HX2780* NAVD 88     -       207.22   (+/-2cm)     679.9    (feet)  VERTCON   
 HX2780  ___________________________________________________________________
 HX2780  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HX2780
 HX2780  VERT ORDER  -  THIRD (See Below)
 HX2780
 HX2780.The horizontal coordinates were scaled from a topographic map and have
 HX2780.an estimated accuracy of +/- 6 seconds.
 HX2780
 HX2780.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2780.The vertical order pertains to the NGVD 29 superseded value.
 HX2780
 HX2780.The geoid height was determined by GEOID03.
 HX2780
 HX2780;                    North         East    Units  Estimated Accuracy
 HX2780;SPC WV S     -   126,900.      539,790.      MT  (+/- 180 meters Scaled)
 HX2780
 HX2780                          SUPERSEDED SURVEY CONTROL
 HX2780
 HX2780  NGVD 29 (09/25/03)  207.43   (m)          680.5    (f) RESET       3  
 HX2780
 HX2780.Superseded values are not recommended for survey control.
 HX2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2780.See file dsdata.txt to determine how the superseded data were derived.
 HX2780
 HX2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC398217(NAD 83)
 HX2780_MARKER: DB = BENCH MARK DISK
 HX2780_SETTING: 66 = SET IN ROCK OUTCROP
 HX2780_SP_SET: SET IN ROCK OUTCROP
 HX2780_STAMPING: A 187 RESET 1976
 HX2780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2780+STABILITY: POSITION/ELEVATION WELL
 HX2780
 HX2780  HISTORY     - Date     Condition        Report By
 HX2780  HISTORY     - 1976     MONUMENTED       CORR
 HX2780
 HX2780                          STATION DESCRIPTION
 HX2780
 HX2780'DESCRIBED BY CHESAPEAKE AND OHIO RAILROAD 1976
 HX2780'0.5 MI NW FROM PEYTONA.
 HX2780'0.5 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2780'CROSSING OF U.S. HIGHWAY 119 IN PEYTONA, SET IN ROCK, 50 FEET NORTH
 HX2780'OF RAILROAD CROSSSNG, AND 20 FEET WEST OF ROAD.
 HX2780'THE MARK IS 6 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2327 ***********************************************************************
 GX2327  DESIGNATION -  A 188
 GX2327  PID         -  GX2327
 GX2327  STATE/COUNTY-  WV/BOONE
 GX2327  USGS QUAD   -  WHITESVILLE (1988)
 GX2327
 GX2327                         *CURRENT SURVEY CONTROL
 GX2327  ___________________________________________________________________
 GX2327* NAD 83(1986)-  37 57 10.     (N)    081 35 16.     (W)     SCALED    
 GX2327* NAVD 88     -       543.695  (meters)    1783.77   (feet)  ADJUSTED  
 GX2327  ___________________________________________________________________
 GX2327  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GX2327  DYNAMIC HT  -         543.297 (meters)    1782.47  (feet)  COMP
 GX2327  MODELED GRAV-     979,877.8   (mgal)                       NAVD 88
 GX2327
 GX2327  VERT ORDER  -  SECOND    CLASS 0
 GX2327
 GX2327.The horizontal coordinates were scaled from a topographic map and have
 GX2327.an estimated accuracy of +/- 6 seconds.
 GX2327
 GX2327.The orthometric height was determined by differential leveling
 GX2327.and adjusted by the National Geodetic Survey in June 1991..
 GX2327
 GX2327.The geoid height was determined by GEOID03.
 GX2327
 GX2327.The dynamic height is computed by dividing the NAVD 88
 GX2327.geopotential number by the normal gravity value computed on the
 GX2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2327.degrees latitude (g = 980.6199 gals.).
 GX2327
 GX2327.The modeled gravity was interpolated from observed gravity values.
 GX2327
 GX2327;                    North         East    Units  Estimated Accuracy
 GX2327;SPC WV S     -   105,910.      548,350.      MT  (+/- 180 meters Scaled)
 GX2327
 GX2327                          SUPERSEDED SURVEY CONTROL
 GX2327
 GX2327  NGVD 29 (??/??/92)  543.898  (m)         1784.44   (f) ADJ UNCH    2 0
 GX2327
 GX2327.Superseded values are not recommended for survey control.
 GX2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2327.See file dsdata.txt to determine how the superseded data were derived.
 GX2327
 GX2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC483007(NAD 83)
 GX2327_MARKER: DB = BENCH MARK DISK
 GX2327_SETTING: 66 = SET IN ROCK OUTCROP
 GX2327_SP_SET: ROCK CUT
 GX2327_STAMPING: A 188 1958
 GX2327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2327+STABILITY: POSITION/ELEVATION WELL
 GX2327
 GX2327  HISTORY     - Date     Condition        Report By
 GX2327  HISTORY     - 1958     MONUMENTED       CGS
 GX2327
 GX2327                          STATION DESCRIPTION
 GX2327
 GX2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2327'4.2 MI SW FROM WHITESVILLE.
 GX2327'ABOUT 4.25 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GX2327'JUNCTION OF STATE HIGHWAY 3 AT WHITESVILLE, 0.15 MILE NORTHEAST
 GX2327'OF THE CROSSING OF A RAILROAD TRACK FOR MINE, SET VERTICALLY
 GX2327'IN THE SOUTHEAST FACE OF A 10-FOOT HIGH ROCK CUT, 16 FEET
 GX2327'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET
 GX2327'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2302 ***********************************************************************
 GX2302  DESIGNATION -  A 189
 GX2302  PID         -  GX2302
 GX2302  STATE/COUNTY-  WV/LOGAN
 GX2302  USGS QUAD   -  AMHERSTDALE (1989)
 GX2302
 GX2302                         *CURRENT SURVEY CONTROL
 GX2302  ___________________________________________________________________
 GX2302* NAD 83(1986)-  37 51 52.     (N)    081 49 43.     (W)     SCALED    
 GX2302* NAVD 88     -       311.190  (meters)    1020.96   (feet)  ADJUSTED  
 GX2302  ___________________________________________________________________
 GX2302  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GX2302  DYNAMIC HT  -         310.961 (meters)    1020.21  (feet)  COMP
 GX2302  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 GX2302
 GX2302  VERT ORDER  -  SECOND    CLASS 0
 GX2302
 GX2302.The horizontal coordinates were scaled from a topographic map and have
 GX2302.an estimated accuracy of +/- 6 seconds.
 GX2302
 GX2302.The orthometric height was determined by differential leveling
 GX2302.and adjusted by the National Geodetic Survey in June 1991..
 GX2302
 GX2302.The geoid height was determined by GEOID03.
 GX2302
 GX2302.The dynamic height is computed by dividing the NAVD 88
 GX2302.geopotential number by the normal gravity value computed on the
 GX2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2302.degrees latitude (g = 980.6199 gals.).
 GX2302
 GX2302.The modeled gravity was interpolated from observed gravity values.
 GX2302
 GX2302;                    North         East    Units  Estimated Accuracy
 GX2302;SPC WV S     -    96,270.      527,090.      MT  (+/- 180 meters Scaled)
 GX2302
 GX2302                          SUPERSEDED SURVEY CONTROL
 GX2302
 GX2302  NGVD 29 (??/??/92)  311.389  (m)         1021.62   (f) ADJ UNCH    2 0
 GX2302
 GX2302.Superseded values are not recommended for survey control.
 GX2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2302.See file dsdata.txt to determine how the superseded data were derived.
 GX2302
 GX2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB271910(NAD 83)
 GX2302_MARKER: DB = BENCH MARK DISK
 GX2302_SETTING: 66 = SET IN ROCK OUTCROP
 GX2302_SP_SET: ROCK CUT
 GX2302_STAMPING: A 189 1958
 GX2302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2302+STABILITY: POSITION/ELEVATION WELL
 GX2302
 GX2302  HISTORY     - Date     Condition        Report By
 GX2302  HISTORY     - 1958     MONUMENTED       CGS
 GX2302
 GX2302                          STATION DESCRIPTION
 GX2302
 GX2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2302'1 MI SE FROM BLAIR.
 GX2302'ABOUT 1.0 MILE SOUTHEAST ALONG A ROAD TO AMHERSTDALE FROM THE
 GX2302'JUNCTION OF U.S. HIGHWAY 119 AT BLAIR, 0.15 MILE NORTHWEST
 GX2302'OF CHESAPEAKE AND OHIO RAILWAY MILE POST 59, SET VERTICALLY
 GX2302'IN THE NORTHEAST FACE OF A 6-FOOT HIGH ROCK AT THE BOTTOM OF
 GX2302'A CUT BANK, 3 FEET ABOVE THE GROUND, 42 FEET SOUTHWEST OF AND
 GX2302'ACROSS THE TRACK FROM THE CENTER LINE OF THE BLACK TOP ROAD,
 GX2302'16 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ON THE OUTSIDE
 GX2302'OF A CURVE, 87 FEET SOUTHEAST OF TELEPHONE POLE 35 73-35,
 GX2302'SOUTHWEST OF AND ACROSS THE BLACK TOP ROAD AND TRACK FROM A
 GX2302'FOOT BRIDGE ACROSS SPRUCE FORK, ABOUT 2 FEET ABOVE THE LEVEL
 GX2302'OF THE BLACK TOP ROAD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 GX2302'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0360 ***********************************************************************
 JW0360  DESIGNATION -  A 19
 JW0360  PID         -  JW0360
 JW0360  STATE/COUNTY-  WV/HAMPSHIRE
 JW0360  USGS QUAD   -  HANGING ROCK (1973)
 JW0360
 JW0360                         *CURRENT SURVEY CONTROL
 JW0360  ___________________________________________________________________
 JW0360* NAD 83(1986)-  39 15 44.     (N)    078 32 12.     (W)     SCALED    
 JW0360* NAVD 88     -       322.803  (meters)    1059.06   (feet)  ADJUSTED  
 JW0360  ___________________________________________________________________
 JW0360  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JW0360  DYNAMIC HT  -         322.587 (meters)    1058.35  (feet)  COMP
 JW0360  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 JW0360
 JW0360  VERT ORDER  -  SECOND    CLASS 0
 JW0360
 JW0360.The horizontal coordinates were scaled from a topographic map and have
 JW0360.an estimated accuracy of +/- 6 seconds.
 JW0360
 JW0360.The orthometric height was determined by differential leveling
 JW0360.and adjusted by the National Geodetic Survey in June 1991..
 JW0360
 JW0360.The geoid height was determined by GEOID03.
 JW0360
 JW0360.The dynamic height is computed by dividing the NAVD 88
 JW0360.geopotential number by the normal gravity value computed on the
 JW0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0360.degrees latitude (g = 980.6199 gals.).
 JW0360
 JW0360.The modeled gravity was interpolated from observed gravity values.
 JW0360
 JW0360;                    North         East    Units  Estimated Accuracy
 JW0360;SPC WV N     -    85,070.      683,140.      MT  (+/- 180 meters Scaled)
 JW0360
 JW0360                          SUPERSEDED SURVEY CONTROL
 JW0360
 JW0360  NGVD 29 (??/??/92)  322.954  (m)         1059.56   (f) ADJ UNCH    2 0
 JW0360
 JW0360.Superseded values are not recommended for survey control.
 JW0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0360.See file dsdata.txt to determine how the superseded data were derived.
 JW0360
 JW0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD125487(NAD 83)
 JW0360_MARKER: DB = BENCH MARK DISK
 JW0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0360_STAMPING: A 19 1934
 JW0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0360+STABILITY: SURFACE MOTION
 JW0360
 JW0360  HISTORY     - Date     Condition        Report By
 JW0360  HISTORY     - 1934     MONUMENTED       CGS
 JW0360  HISTORY     - 1973     MARK NOT FOUND   USGS
 JW0360
 JW0360                          STATION DESCRIPTION
 JW0360
 JW0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0360'6.8 MI W FROM CAPON BRIDGE.
 JW0360'ABOUT 6.8 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JW0360'AT CAPON BRIDGE, HAMPSHIRE COUNTY, ABOUT 250 YARDS WEST OF THE
 JW0360'RUSTIC DELL TOURIST CAMP, ABOUT 100 YARDS SOUTH OF A HIGH
 JW0360'SANDSTONE CLIFF, AT THE EAST END OF A CURVE, ABOUT 8 YARDS SOUTH
 JW0360'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 YARD NORTHEAST OF
 JW0360'A POLE.  A STANDARD DISK, STAMPED A 19 1934 AND SET IN THE TOP
 JW0360'OF A CONCRETE POST.
 JW0360
 JW0360                          STATION RECOVERY (1973)
 JW0360
 JW0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JW0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2123 ***********************************************************************
 GX2123  DESIGNATION -  A 190
 GX2123  PID         -  GX2123
 GX2123  STATE/COUNTY-  WV/BOONE
 GX2123  USGS QUAD   -  WHARTON (1988)
 GX2123
 GX2123                         *CURRENT SURVEY CONTROL
 GX2123  ___________________________________________________________________
 GX2123* NAD 83(1986)-  37 53 06.     (N)    081 39 59.     (W)     SCALED    
 GX2123* NAVD 88     -       305.388  (meters)    1001.93   (feet)  ADJUSTED  
 GX2123  ___________________________________________________________________
 GX2123  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GX2123  DYNAMIC HT  -         305.160 (meters)    1001.18  (feet)  COMP
 GX2123  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 GX2123
 GX2123  VERT ORDER  -  SECOND    CLASS 0
 GX2123
 GX2123.The horizontal coordinates were scaled from a topographic map and have
 GX2123.an estimated accuracy of +/- 6 seconds.
 GX2123
 GX2123.The orthometric height was determined by differential leveling
 GX2123.and adjusted by the National Geodetic Survey in June 1991..
 GX2123
 GX2123.The geoid height was determined by GEOID03.
 GX2123
 GX2123.The dynamic height is computed by dividing the NAVD 88
 GX2123.geopotential number by the normal gravity value computed on the
 GX2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2123.degrees latitude (g = 980.6199 gals.).
 GX2123
 GX2123.The modeled gravity was interpolated from observed gravity values.
 GX2123
 GX2123;                    North         East    Units  Estimated Accuracy
 GX2123;SPC WV S     -    98,440.      541,380.      MT  (+/- 180 meters Scaled)
 GX2123
 GX2123                          SUPERSEDED SURVEY CONTROL
 GX2123
 GX2123  NGVD 29 (??/??/92)  305.584  (m)         1002.57   (f) ADJ UNCH    2 0
 GX2123
 GX2123.Superseded values are not recommended for survey control.
 GX2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2123.See file dsdata.txt to determine how the superseded data were derived.
 GX2123
 GX2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB414932(NAD 83)
 GX2123_MARKER: DB = BENCH MARK DISK
 GX2123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2123_SP_SET: BRIDGE
 GX2123_STAMPING: A 190 1958
 GX2123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2123
 GX2123  HISTORY     - Date     Condition        Report By
 GX2123  HISTORY     - 1958     MONUMENTED       CGS
 GX2123  HISTORY     - 1973     GOOD             LOCENG
 GX2123
 GX2123                          STATION DESCRIPTION
 GX2123
 GX2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2123'2.4 MI NW FROM BLAD KNOB.
 GX2123'ABOUT 2.4 MILES NORTHWEST ALONG STATE HIGHWAY 79 FROM THE BRIDGE
 GX2123'OVER JAMES BRANCH AT BALD KNOB, 0.85 MILE SOUTHEAST OF THE GRADE
 GX2123'SCHOOL AT WHARTON, 0.1 MILE SOUTHEAST OF WHARTON JUNIOR HIGH
 GX2123'SCHOOL, SOUTHWEST OF AND ACROSS POND FORK FROM THE HIGHWAY, IN
 GX2123'TOP OF THE NORTHEAST END OF THE LOWER PART OF BRIDGE SEAT OF THE
 GX2123'CHESAPEAKE AND OHIO RAILWAY BRIDGE (NO. 205) OVER GRAPEVINE BRANCH,
 GX2123'10 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 3 1/2 FEET
 GX2123'BELOW THE LEVEL OF THE TRACK.
 GX2123
 GX2123                          STATION RECOVERY (1973)
 GX2123
 GX2123'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2312 ***********************************************************************
 GX2312  DESIGNATION -  A 191
 GX2312  PID         -  GX2312
 GX2312  STATE/COUNTY-  WV/LOGAN
 GX2312  USGS QUAD   -  AMHERSTDALE (1989)
 GX2312
 GX2312                         *CURRENT SURVEY CONTROL
 GX2312  ___________________________________________________________________
 GX2312* NAD 83(1986)-  37 47 49.     (N)    081 48 04.     (W)     SCALED    
 GX2312* NAVD 88     -       520.664  (meters)    1708.21   (feet)  ADJUSTED  
 GX2312  ___________________________________________________________________
 GX2312  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GX2312  DYNAMIC HT  -         520.280 (meters)    1706.95  (feet)  COMP
 GX2312  MODELED GRAV-     979,874.6   (mgal)                       NAVD 88
 GX2312
 GX2312  VERT ORDER  -  SECOND    CLASS 0
 GX2312
 GX2312.The horizontal coordinates were scaled from a topographic map and have
 GX2312.an estimated accuracy of +/- 6 seconds.
 GX2312
 GX2312.The orthometric height was determined by differential leveling
 GX2312.and adjusted by the National Geodetic Survey in June 1991..
 GX2312
 GX2312.The geoid height was determined by GEOID03.
 GX2312
 GX2312.The dynamic height is computed by dividing the NAVD 88
 GX2312.geopotential number by the normal gravity value computed on the
 GX2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2312.degrees latitude (g = 980.6199 gals.).
 GX2312
 GX2312.The modeled gravity was interpolated from observed gravity values.
 GX2312
 GX2312;                    North         East    Units  Estimated Accuracy
 GX2312;SPC WV S     -    88,760.      529,450.      MT  (+/- 180 meters Scaled)
 GX2312
 GX2312                          SUPERSEDED SURVEY CONTROL
 GX2312
 GX2312  NGVD 29 (??/??/92)  520.870  (m)         1708.89   (f) ADJ UNCH    2 0
 GX2312
 GX2312.Superseded values are not recommended for survey control.
 GX2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2312.See file dsdata.txt to determine how the superseded data were derived.
 GX2312
 GX2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB294835(NAD 83)
 GX2312_MARKER: DB = BENCH MARK DISK
 GX2312_SETTING: 66 = SET IN ROCK OUTCROP
 GX2312_SP_SET: ROCK CUT
 GX2312_STAMPING: A 191 1958
 GX2312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2312+STABILITY: POSITION/ELEVATION WELL
 GX2312
 GX2312  HISTORY     - Date     Condition        Report By
 GX2312  HISTORY     - 1958     MONUMENTED       CGS
 GX2312
 GX2312                          STATION DESCRIPTION
 GX2312
 GX2312'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2312'2 MI NE FROM AMHERSTDALE.
 GX2312'ABOUT 1.95 MILES NORTH AND NORTHEAST UPHILL ALONG A GRAVEL ROAD
 GX2312'TO BLAIR FROM THE BANK BUILDING AT AMHERSTDALE, 0.55 MILE
 GX2312'SOUTHWEST OF THE SUMMIT OF GRADE IN GAP AND THE JUNCTION OF A
 GX2312'ROAD LEADING NORTHWEST, SET VERTICALLY IN THE SOUTH-SOUTHWEST
 GX2312'FACE OF A 6-FOOT HIGH LAYER OF SOLID ROCK IN A 10-FOOT HIGH ROCK
 GX2312'CUT, 5 1/2 FEET ABOVE THE BOTTOM OF A DITCH, 17 FEET
 GX2312'NORTH-NORTHEAST OF THE CENTER LINE OF ROAD, AND ABOUT 3 1/2
 GX2312'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0712 ***********************************************************************
 GX0712  DESIGNATION -  A 192
 GX0712  PID         -  GX0712
 GX0712  STATE/COUNTY-  WV/SUMMERS
 GX0712  USGS QUAD   -  TALCOTT (1968)
 GX0712
 GX0712                         *CURRENT SURVEY CONTROL
 GX0712  ___________________________________________________________________
 GX0712* NAD 83(1986)-  37 38 57.     (N)    080 46 01.     (W)     SCALED    
 GX0712* NAVD 88     -       463.587  (meters)    1520.95   (feet)  ADJUSTED  
 GX0712  ___________________________________________________________________
 GX0712  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0712  DYNAMIC HT  -         463.206 (meters)    1519.70  (feet)  COMP
 GX0712  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 GX0712
 GX0712  VERT ORDER  -  FIRST     CLASS II
 GX0712
 GX0712.The horizontal coordinates were scaled from a topographic map and have
 GX0712.an estimated accuracy of +/- 6 seconds.
 GX0712
 GX0712.The orthometric height was determined by differential leveling
 GX0712.and adjusted by the National Geodetic Survey in June 1991..
 GX0712
 GX0712.The geoid height was determined by GEOID03.
 GX0712
 GX0712.The dynamic height is computed by dividing the NAVD 88
 GX0712.geopotential number by the normal gravity value computed on the
 GX0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0712.degrees latitude (g = 980.6199 gals.).
 GX0712
 GX0712.The modeled gravity was interpolated from observed gravity values.
 GX0712
 GX0712;                    North         East    Units  Estimated Accuracy
 GX0712;SPC WV S     -    72,080.      620,570.      MT  (+/- 180 meters Scaled)
 GX0712
 GX0712                          SUPERSEDED SURVEY CONTROL
 GX0712
 GX0712  NGVD 29 (??/??/92)  463.753  (m)         1521.50   (f) ADJ UNCH    1 2
 GX0712
 GX0712.Superseded values are not recommended for survey control.
 GX0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0712.See file dsdata.txt to determine how the superseded data were derived.
 GX0712
 GX0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB205669(NAD 83)
 GX0712_MARKER: DB = BENCH MARK DISK
 GX0712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0712_SP_SET: TUNNEL
 GX0712_STAMPING: A 192 1958
 GX0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0712
 GX0712  HISTORY     - Date     Condition        Report By
 GX0712  HISTORY     - 1958     MONUMENTED       CGS
 GX0712  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0712
 GX0712                          STATION DESCRIPTION
 GX0712
 GX0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0712'0.9 MI W FROM TALCOTT.
 GX0712'ABOUT 0.9 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0712'THE STATION AT TALCOTT, 0.1 MILE WEST OF MILEPOST 348, AT THE
 GX0712'EAST END OF THE SOUTH OR EAST BOUND TUNNEL OF TWIN BIG BEND
 GX0712'TUNNEL, 8 FEET NORTH OF THE NORTH RAIL OF THE EAST BOUND TRACK,
 GX0712'SET VERTICALLY IN THE EAST FACE OF THE CONCRETE TUNNEL HEAD, 6
 GX0712'FEET ABOVE THE GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 GX0712'TRACK.
 GX0712
 GX0712                          STATION RECOVERY (1984)
 GX0712
 GX0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0712'NOT RECOVERED, THE MARK IS CONSIDERED DESTROYED AS ONLY THE STEM WAS
 GX0712'FOUND IN THE TUNNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1873 ***********************************************************************
 GX1873  DESIGNATION -  A 193
 GX1873  PID         -  GX1873
 GX1873  STATE/COUNTY-  WV/MCDOWELL
 GX1873  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX1873
 GX1873                         *CURRENT SURVEY CONTROL
 GX1873  ___________________________________________________________________
 GX1873* NAD 83(1986)-  37 13 00.     (N)    081 34 33.     (W)     SCALED    
 GX1873* NAVD 88     -       540.193  (meters)    1772.28   (feet)  ADJUSTED  
 GX1873  ___________________________________________________________________
 GX1873  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GX1873  DYNAMIC HT  -         539.728 (meters)    1770.76  (feet)  COMP
 GX1873  MODELED GRAV-     979,751.7   (mgal)                       NAVD 88
 GX1873
 GX1873  VERT ORDER  -  SECOND    CLASS 0
 GX1873
 GX1873.The horizontal coordinates were scaled from a topographic map and have
 GX1873.an estimated accuracy of +/- 6 seconds.
 GX1873
 GX1873.The orthometric height was determined by differential leveling
 GX1873.and adjusted by the National Geodetic Survey in June 1991..
 GX1873
 GX1873.The geoid height was determined by GEOID03.
 GX1873
 GX1873.The dynamic height is computed by dividing the NAVD 88
 GX1873.geopotential number by the normal gravity value computed on the
 GX1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1873.degrees latitude (g = 980.6199 gals.).
 GX1873
 GX1873.The modeled gravity was interpolated from observed gravity values.
 GX1873
 GX1873;                    North         East    Units  Estimated Accuracy
 GX1873;SPC WV S     -    24,210.      548,890.      MT  (+/- 180 meters Scaled)
 GX1873
 GX1873                          SUPERSEDED SURVEY CONTROL
 GX1873
 GX1873  NGVD 29 (??/??/92)  540.329  (m)         1772.73   (f) ADJ UNCH    2 0
 GX1873
 GX1873.Superseded values are not recommended for survey control.
 GX1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1873.See file dsdata.txt to determine how the superseded data were derived.
 GX1873
 GX1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB489190(NAD 83)
 GX1873_MARKER: DB = BENCH MARK DISK
 GX1873_SETTING: 66 = SET IN ROCK OUTCROP
 GX1873_SP_SET: SET IN ROCK OUTCROP
 GX1873_STAMPING: A 193 1958
 GX1873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1873+STABILITY: POSITION/ELEVATION WELL
 GX1873
 GX1873  HISTORY     - Date     Condition        Report By
 GX1873  HISTORY     - 1958     MONUMENTED       CGS
 GX1873
 GX1873                          STATION DESCRIPTION
 GX1873
 GX1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1873'1 MI NW FROM BISHOP.
 GX1873'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM THE BRIDGE OVER
 GX1873'JACOBS FORK AT BISHOP, NEAR THE EAST END OF A PROMINENT EAST-NORTH
 GX1873'CURVE, ABOUT 65 YARDS NORTHEAST OF CROSSING OF A POWER LINE, SET
 GX1873'VERTICALLY IN THE SOUTH FACE NEAR THE CENTER OF A CUT, 20 FEET
 GX1873'NORTH OF CENTER LINE OF HIGHWAY, 30 FEET WEST OF EAST END OF
 GX1873'ROCK CUT AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1341 ***********************************************************************
 GX1341  DESIGNATION -  A 194
 GX1341  PID         -  GX1341
 GX1341  STATE/COUNTY-  WV/MCDOWELL
 GX1341  USGS QUAD   -  ANAWALT (1977)
 GX1341
 GX1341                         *CURRENT SURVEY CONTROL
 GX1341  ___________________________________________________________________
 GX1341* NAD 83(1986)-  37 20 45.     (N)    081 29 23.     (W)     SCALED    
 GX1341* NAVD 88     -       452.985  (meters)    1486.17   (feet)  ADJUSTED  
 GX1341  ___________________________________________________________________
 GX1341  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GX1341  DYNAMIC HT  -         452.596 (meters)    1484.89  (feet)  COMP
 GX1341  MODELED GRAV-     979,760.1   (mgal)                       NAVD 88
 GX1341
 GX1341  VERT ORDER  -  SECOND    CLASS 0
 GX1341
 GX1341.The horizontal coordinates were scaled from a topographic map and have
 GX1341.an estimated accuracy of +/- 6 seconds.
 GX1341
 GX1341.The orthometric height was determined by differential leveling
 GX1341.and adjusted by the National Geodetic Survey in June 1991..
 GX1341
 GX1341.The geoid height was determined by GEOID03.
 GX1341
 GX1341.The dynamic height is computed by dividing the NAVD 88
 GX1341.geopotential number by the normal gravity value computed on the
 GX1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1341.degrees latitude (g = 980.6199 gals.).
 GX1341
 GX1341.The modeled gravity was interpolated from observed gravity values.
 GX1341
 GX1341;                    North         East    Units  Estimated Accuracy
 GX1341;SPC WV S     -    38,500.      556,610.      MT  (+/- 180 meters Scaled)
 GX1341
 GX1341                          SUPERSEDED SURVEY CONTROL
 GX1341
 GX1341  NGVD 29 (??/??/92)  453.126  (m)         1486.63   (f) ADJ UNCH    2 0
 GX1341
 GX1341.Superseded values are not recommended for survey control.
 GX1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1341.See file dsdata.txt to determine how the superseded data were derived.
 GX1341
 GX1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB566333(NAD 83)
 GX1341_MARKER: DB = BENCH MARK DISK
 GX1341_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GX1341_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GX1341_STAMPING: A 194 1958
 GX1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1341
 GX1341  HISTORY     - Date     Condition        Report By
 GX1341  HISTORY     - 1958     MONUMENTED       CGS
 GX1341
 GX1341                          STATION DESCRIPTION
 GX1341
 GX1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1341'4.9 MI SE FROM GARY.
 GX1341'ABOUT 4.9 MILES SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE
 GX1341'JUNCTION OF A BLACK TOP ROAD LEADING SOUTH TO ELBERT AT GARY, 0.8
 GX1341'MILE NORTHWEST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST ACROSS
 GX1341'A 30-FOOT BRIDGE OVER TUG FORK, ON THE OUTSIDE AND NEAR THE
 GX1341'SOUTH END OF A LONG CURVE WITH TANGENTS EXTENDING SOUTH AND WEST,
 GX1341'38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET NORTHEAST
 GX1341'OF A FENCE CORNER, 2 1/2 FEET SOUTH OF A TELEPHONE POLE AND IS IN
 GX1341'LINE WITH THE FIRST POLES NORTH AND SOUTH, 3 FEET NORTH OF A
 GX1341'FENCE LINE, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, BRAZED ON THE
 GX1341'TOP OF A 3-INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING 8
 GX1341'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1679 ***********************************************************************
 GX1679  DESIGNATION -  A 195
 GX1679  PID         -  GX1679
 GX1679  STATE/COUNTY-  WV/MCDOWELL
 GX1679  USGS QUAD   -  WELCH (1976)
 GX1679
 GX1679                         *CURRENT SURVEY CONTROL
 GX1679  ___________________________________________________________________
 GX1679* NAD 83(1986)-  37 25 37.     (N)    081 31 26.     (W)     SCALED    
 GX1679* NAVD 88     -       603.222  (meters)    1979.07   (feet)  ADJUSTED  
 GX1679  ___________________________________________________________________
 GX1679  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX1679  DYNAMIC HT  -         602.726 (meters)    1977.44  (feet)  COMP
 GX1679  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GX1679
 GX1679  VERT ORDER  -  SECOND    CLASS 0
 GX1679
 GX1679.The horizontal coordinates were scaled from a topographic map and have
 GX1679.an estimated accuracy of +/- 6 seconds.
 GX1679
 GX1679.The orthometric height was determined by differential leveling
 GX1679.and adjusted by the National Geodetic Survey in June 1991..
 GX1679
 GX1679.The geoid height was determined by GEOID03.
 GX1679
 GX1679.The dynamic height is computed by dividing the NAVD 88
 GX1679.geopotential number by the normal gravity value computed on the
 GX1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1679.degrees latitude (g = 980.6199 gals.).
 GX1679
 GX1679.The modeled gravity was interpolated from observed gravity values.
 GX1679
 GX1679;                    North         East    Units  Estimated Accuracy
 GX1679;SPC WV S     -    47,520.      553,630.      MT  (+/- 180 meters Scaled)
 GX1679
 GX1679                          SUPERSEDED SURVEY CONTROL
 GX1679
 GX1679  NGVD 29 (??/??/92)  603.392  (m)         1979.63   (f) ADJ UNCH    2 0
 GX1679
 GX1679.Superseded values are not recommended for survey control.
 GX1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1679.See file dsdata.txt to determine how the superseded data were derived.
 GX1679
 GX1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB536423(NAD 83)
 GX1679_MARKER: DB = BENCH MARK DISK
 GX1679_SETTING: 66 = SET IN ROCK OUTCROP
 GX1679_SP_SET: SET IN ROCK OUTCROP
 GX1679_STAMPING: A 195 1958
 GX1679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1679+STABILITY: POSITION/ELEVATION WELL
 GX1679
 GX1679  HISTORY     - Date     Condition        Report By
 GX1679  HISTORY     - 1958     MONUMENTED       CGS
 GX1679
 GX1679                          STATION DESCRIPTION
 GX1679
 GX1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1679'2.3 MI W FROM KIMBALL.
 GX1679'0.95 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE NORFOLK AND WESTERN
 GX1679'RAILWAY STATION AT KIMBALL, THENCE ABOUT 1.35 MILES WEST ALONG
 GX1679'THE AIRPORT ROAD, 0.1 MILE SOUTH OF A Y ROAD, ON THE INSIDE OF A
 GX1679'CURVE WITH TANGENTS EXTENDING NORTH AND EAST, AT THE JUNCTION OF
 GX1679'A DRIVE TO A HOUSE ON THE SOUTHWEST SIDE OF ROAD, SET VERTICALLY
 GX1679'IN THE SOUTHWEST FACE OF A ROCK CLIFF, 14 FEET NORTHEAST OF
 GX1679'CENTER LINE OF ROAD, 75 FEET NORTHWEST OF THE CENTER LINE OF THE
 GX1679'DRIVE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1931 ***********************************************************************
 GX1931  DESIGNATION -  A 196
 GX1931  PID         -  GX1931
 GX1931  STATE/COUNTY-  WV/MCDOWELL
 GX1931  USGS QUAD   -  IAEGER (1976)
 GX1931
 GX1931                         *CURRENT SURVEY CONTROL
 GX1931  ___________________________________________________________________
 GX1931* NAD 83(1986)-  37 23 18.     (N)    081 48 38.     (W)     SCALED    
 GX1931* NAVD 88     -       337.494  (meters)    1107.26   (feet)  ADJUSTED  
 GX1931  ___________________________________________________________________
 GX1931  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX1931  DYNAMIC HT  -         337.220 (meters)    1106.36  (feet)  COMP
 GX1931  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 GX1931
 GX1931  VERT ORDER  -  SECOND    CLASS 0
 GX1931
 GX1931.The horizontal coordinates were scaled from a topographic map and have
 GX1931.an estimated accuracy of +/- 6 seconds.
 GX1931
 GX1931.The orthometric height was determined by differential leveling
 GX1931.and adjusted by the National Geodetic Survey in June 1991..
 GX1931
 GX1931.The geoid height was determined by GEOID03.
 GX1931
 GX1931.The dynamic height is computed by dividing the NAVD 88
 GX1931.geopotential number by the normal gravity value computed on the
 GX1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1931.degrees latitude (g = 980.6199 gals.).
 GX1931
 GX1931.The modeled gravity was interpolated from observed gravity values.
 GX1931
 GX1931;                    North         East    Units  Estimated Accuracy
 GX1931;SPC WV S     -    43,420.      528,220.      MT  (+/- 180 meters Scaled)
 GX1931
 GX1931                          SUPERSEDED SURVEY CONTROL
 GX1931
 GX1931  NGVD 29 (??/??/92)  337.677  (m)         1107.86   (f) ADJ UNCH    2 0
 GX1931
 GX1931.Superseded values are not recommended for survey control.
 GX1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1931.See file dsdata.txt to determine how the superseded data were derived.
 GX1931
 GX1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB282382(NAD 83)
 GX1931_MARKER: DB = BENCH MARK DISK
 GX1931_SETTING: 66 = SET IN ROCK OUTCROP
 GX1931_SP_SET: SET IN ROCK OUTCROP
 GX1931_STAMPING: A 196 1958
 GX1931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1931+STABILITY: POSITION/ELEVATION WELL
 GX1931
 GX1931  HISTORY     - Date     Condition        Report By
 GX1931  HISTORY     - 1958     MONUMENTED       CGS
 GX1931
 GX1931                          STATION DESCRIPTION
 GX1931
 GX1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1931'3.7 MI N FROM BRADSHAW.
 GX1931'3.7 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF STATE
 GX1931'HIGHWAY 80 FROM THE JUNCTION OF STATE HIGHWAY 83 AT BRADSHAW,
 GX1931'ABOUT 0.1 MILE NORTHEAST OF THE CONVEYOR OVER HIGHWAY OF ISLAND
 GX1931'CREEK COAL CO. MINE NO. 6, SET VERTICALLY IN THE SOUTHEAST FACE OF
 GX1931'A ROCK CLIFF, BELOW AN OVERHANG AT THE TOP OF CLIFF, 22 FEET
 GX1931'NORTHWEST OF CENTER LINE OF HIGHWAY, 10 FEET SOUTHWEST OF
 GX1931'NORTHEAST END OF THE OVERHANGING ROCK AND ABOUT 3 FEET ABOVE
 GX1931'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1668 ***********************************************************************
 GX1668  DESIGNATION -  A 197
 GX1668  PID         -  GX1668
 GX1668  STATE/COUNTY-  WV/MCDOWELL
 GX1668  USGS QUAD   -  WELCH (1976)
 GX1668
 GX1668                         *CURRENT SURVEY CONTROL
 GX1668  ___________________________________________________________________
 GX1668* NAD 83(1986)-  37 25 26.     (N)    081 32 51.     (W)     SCALED    
 GX1668* NAVD 88     -       411.158  (meters)    1348.94   (feet)  ADJUSTED  
 GX1668  ___________________________________________________________________
 GX1668  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX1668  DYNAMIC HT  -         410.818 (meters)    1347.83  (feet)  COMP
 GX1668  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 GX1668
 GX1668  VERT ORDER  -  SECOND    CLASS 0
 GX1668
 GX1668.The horizontal coordinates were scaled from a topographic map and have
 GX1668.an estimated accuracy of +/- 6 seconds.
 GX1668
 GX1668.The orthometric height was determined by differential leveling
 GX1668.and adjusted by the National Geodetic Survey in June 1991..
 GX1668
 GX1668.The geoid height was determined by GEOID03.
 GX1668
 GX1668.The dynamic height is computed by dividing the NAVD 88
 GX1668.geopotential number by the normal gravity value computed on the
 GX1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1668.degrees latitude (g = 980.6199 gals.).
 GX1668
 GX1668.The modeled gravity was interpolated from observed gravity values.
 GX1668
 GX1668;                    North         East    Units  Estimated Accuracy
 GX1668;SPC WV S     -    47,190.      551,540.      MT  (+/- 180 meters Scaled)
 GX1668
 GX1668                          SUPERSEDED SURVEY CONTROL
 GX1668
 GX1668  NGVD 29 (??/??/92)  411.324  (m)         1349.49   (f) ADJ UNCH    2 0
 GX1668
 GX1668.Superseded values are not recommended for survey control.
 GX1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1668.See file dsdata.txt to determine how the superseded data were derived.
 GX1668
 GX1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB515420(NAD 83)
 GX1668_MARKER: DB = BENCH MARK DISK
 GX1668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1668_SP_SET: ABUTMENT
 GX1668_STAMPING: A 197 1958
 GX1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1668
 GX1668  HISTORY     - Date     Condition        Report By
 GX1668  HISTORY     - 1958     MONUMENTED       CGS
 GX1668
 GX1668                          STATION DESCRIPTION
 GX1668
 GX1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1668'2.8 MI SE FROM WELCH.
 GX1668'2.85 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1668'THE STATION AT WELCH, IN TOP OF THE WEST END OF THE SOUTH
 GX1668'ABUTMENT FOR BRIDGE 891 OVER ELKHORN CREEK, 8 FEET WEST OF THE
 GX1668'WEST RAIL OF THE WEST TRACK, 1 FOOT EAST OF THE WEST END OF THE
 GX1668'ABUTMENT, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1258 ***********************************************************************
 GX1258  DESIGNATION -  A 198
 GX1258  PID         -  GX1258
 GX1258  STATE/COUNTY-  WV/FAYETTE
 GX1258  USGS QUAD   -  THURMOND (1988)
 GX1258
 GX1258                         *CURRENT SURVEY CONTROL
 GX1258  ___________________________________________________________________
 GX1258* NAD 83(1986)-  37 57 51.     (N)    081 04 54.     (W)     SCALED    
 GX1258* NAVD 88     -       323.838  (meters)    1062.46   (feet)  ADJUSTED  
 GX1258  ___________________________________________________________________
 GX1258  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX1258  DYNAMIC HT  -         323.593 (meters)    1061.65  (feet)  COMP
 GX1258  MODELED GRAV-     979,863.5   (mgal)                       NAVD 88
 GX1258
 GX1258  VERT ORDER  -  FIRST     CLASS II
 GX1258
 GX1258.The horizontal coordinates were scaled from a topographic map and have
 GX1258.an estimated accuracy of +/- 6 seconds.
 GX1258
 GX1258.The orthometric height was determined by differential leveling
 GX1258.and adjusted by the National Geodetic Survey in June 1991..
 GX1258
 GX1258.The geoid height was determined by GEOID03.
 GX1258
 GX1258.The dynamic height is computed by dividing the NAVD 88
 GX1258.geopotential number by the normal gravity value computed on the
 GX1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1258.degrees latitude (g = 980.6199 gals.).
 GX1258
 GX1258.The modeled gravity was interpolated from observed gravity values.
 GX1258
 GX1258;                    North         East    Units  Estimated Accuracy
 GX1258;SPC WV S     -   107,010.      592,820.      MT  (+/- 180 meters Scaled)
 GX1258
 GX1258                          SUPERSEDED SURVEY CONTROL
 GX1258
 GX1258  NGVD 29 (??/??/92)  324.017  (m)         1063.05   (f) ADJ UNCH    1 2
 GX1258
 GX1258.Superseded values are not recommended for survey control.
 GX1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1258.See file dsdata.txt to determine how the superseded data were derived.
 GX1258
 GX1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC928018(NAD 83)
 GX1258_MARKER: DB = BENCH MARK DISK
 GX1258_SETTING: 66 = SET IN ROCK OUTCROP
 GX1258_SP_SET: ROCK
 GX1258_STAMPING: A 198 1958
 GX1258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1258+STABILITY: POSITION/ELEVATION WELL
 GX1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX1258+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 GX1258
 GX1258  HISTORY     - Date     Condition        Report By
 GX1258  HISTORY     - 1958     MONUMENTED       CGS
 GX1258  HISTORY     - 20060310 GOOD             JCLS
 GX1258
 GX1258                          STATION DESCRIPTION
 GX1258
 GX1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1258'0.6 MI N FROM THURMOND.
 GX1258'ABOUT 0.6 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX1258'THE STATION AT THURMOND, 0.4 MILE NORTH OF MILEPOST 391, 8 1/2
 GX1258'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK AND
 GX1258'ON THE INSIDE OF A CURVE, SET VERTICALLY IN THE NORTHWEST FACE
 GX1258'OF 6-FOOT HIGH SLATE ROCK AT BOTTOM OF 15-FOOT HIGH CUT, 5 FEET
 GX1258'ABOVE THE GROUND, 23 YARDS NORTHEAST OF THE HIGHEST PART OF CUT,
 GX1258'63 FEET NORTHEAST OF THE EAST END OF 18-INCH PIPE CULVERT UNDER
 GX1258'THE TRACK, ACROSS THE TRACK FROM AND BETWEEN TELEPHONE POLE
 GX1258'E4 7, AND TELEPHONE POLE 6, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL
 GX1258'OF THE TRACK.
 GX1258
 GX1258                          STATION RECOVERY (2006)
 GX1258
 GX1258'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 GX1258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0218 ***********************************************************************
 JX0218  DESIGNATION -  A 2
 JX0218  PID         -  JX0218
 JX0218  STATE/COUNTY-  WV/BARBOUR
 JX0218  USGS QUAD   -  PHILIPPI (1977)
 JX0218
 JX0218                         *CURRENT SURVEY CONTROL
 JX0218  ___________________________________________________________________
 JX0218* NAD 83(1986)-  39 10 27.     (N)    080 01 43.     (W)     SCALED    
 JX0218* NAVD 88     -       397.050  (meters)    1302.65   (feet)  ADJUSTED  
 JX0218  ___________________________________________________________________
 JX0218  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JX0218  DYNAMIC HT  -         396.791 (meters)    1301.81  (feet)  COMP
 JX0218  MODELED GRAV-     979,964.1   (mgal)                       NAVD 88
 JX0218
 JX0218  VERT ORDER  -  FIRST     CLASS II
 JX0218
 JX0218.The horizontal coordinates were scaled from a topographic map and have
 JX0218.an estimated accuracy of +/- 6 seconds.
 JX0218
 JX0218.The orthometric height was determined by differential leveling
 JX0218.and adjusted by the National Geodetic Survey in June 1991..
 JX0218
 JX0218.The geoid height was determined by GEOID03.
 JX0218
 JX0218.The dynamic height is computed by dividing the NAVD 88
 JX0218.geopotential number by the normal gravity value computed on the
 JX0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0218.degrees latitude (g = 980.6199 gals.).
 JX0218
 JX0218.The modeled gravity was interpolated from observed gravity values.
 JX0218
 JX0218;                    North         East    Units  Estimated Accuracy
 JX0218;SPC WV N     -    74,980.      554,320.      MT  (+/- 180 meters Scaled)
 JX0218
 JX0218                          SUPERSEDED SURVEY CONTROL
 JX0218
 JX0218  NGVD 29 (??/??/92)  397.236  (m)         1303.27   (f) ADJ UNCH    1 2
 JX0218
 JX0218.Superseded values are not recommended for survey control.
 JX0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0218.See file dsdata.txt to determine how the superseded data were derived.
 JX0218
 JX0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND839365(NAD 83)
 JX0218_MARKER: DB = BENCH MARK DISK
 JX0218_SETTING: 66 = SET IN ROCK OUTCROP
 JX0218_SP_SET: LEDGE
 JX0218_STAMPING: A 2 1933
 JX0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0218+STABILITY: POSITION/ELEVATION WELL
 JX0218
 JX0218  HISTORY     - Date     Condition        Report By
 JX0218  HISTORY     - 1933     MONUMENTED       CGS
 JX0218  HISTORY     - 1957     MARK NOT FOUND   NGS
 JX0218
 JX0218                          STATION DESCRIPTION
 JX0218
 JX0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0218'2 MI N FROM PHILIPPI.
 JX0218'2.0 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0218'STATION AT PHILIPPI, BARBOUR COUNTY, 0.5 MILE SOUTH OF BERRYBURG
 JX0218'JUNCTION, 200 FEET NORTH OF A SWITCH TO A SIDETRACK, 10 YARDS
 JX0218'EAST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A ROCK LEDGE,
 JX0218'AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JX0218'A 2 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1460 ***********************************************************************
 HW1460  DESIGNATION -  A 20
 HW1460  PID         -  HW1460
 HW1460  STATE/COUNTY-  WV/PENDLETON
 HW1460  USGS QUAD   -  SUGAR GROVE (1981)
 HW1460
 HW1460                         *CURRENT SURVEY CONTROL
 HW1460  ___________________________________________________________________
 HW1460* NAD 83(1986)-  38 37 01.     (N)    079 20 49.     (W)     SCALED    
 HW1460* NAVD 88     -       537.672  (meters)    1764.01   (feet)  ADJUSTED  
 HW1460  ___________________________________________________________________
 HW1460  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 HW1460  DYNAMIC HT  -         537.276 (meters)    1762.71  (feet)  COMP
 HW1460  MODELED GRAV-     979,875.5   (mgal)                       NAVD 88
 HW1460
 HW1460  VERT ORDER  -  SECOND    CLASS 0
 HW1460
 HW1460.The horizontal coordinates were scaled from a topographic map and have
 HW1460.an estimated accuracy of +/- 6 seconds.
 HW1460
 HW1460.The orthometric height was determined by differential leveling
 HW1460.and adjusted by the National Geodetic Survey in June 1991..
 HW1460
 HW1460.The geoid height was determined by GEOID03.
 HW1460
 HW1460.The dynamic height is computed by dividing the NAVD 88
 HW1460.geopotential number by the normal gravity value computed on the
 HW1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1460.degrees latitude (g = 980.6199 gals.).
 HW1460
 HW1460.The modeled gravity was interpolated from observed gravity values.
 HW1460
 HW1460;                    North         East    Units  Estimated Accuracy
 HW1460;SPC WV S     -   180,750.      743,950.      MT  (+/- 180 meters Scaled)
 HW1460
 HW1460                          SUPERSEDED SURVEY CONTROL
 HW1460
 HW1460  NGVD 29 (??/??/92)  537.78   (m)         1764.4    (f) COMPUTED    2 0
 HW1460
 HW1460.Superseded values are not recommended for survey control.
 HW1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1460.See file dsdata.txt to determine how the superseded data were derived.
 HW1460
 HW1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC439755(NAD 83)
 HW1460_MARKER: DB = BENCH MARK DISK
 HW1460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1460_SP_SET: BRIDGE
 HW1460_STAMPING: A 20 - 1934
 HW1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1460
 HW1460  HISTORY     - Date     Condition        Report By
 HW1460  HISTORY     - 1934     MONUMENTED       CGS
 HW1460
 HW1460                          STATION DESCRIPTION
 HW1460
 HW1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1460'2 MI SW FROM FRANKLIN.
 HW1460'2.0 MILES SOUTHWEST OF COURTHOUSE BY HIGHWAY.  ON STATE ROUTE 28,
 HW1460'ON TOP OF THE NORTHEAST END OF THE WEST PARAPET OF A CONCRETE
 HW1460'HIGHWAY BRIDGE OVER SMITH CREEK, 1 FOOT SOUTHWEST OF THE NORTHEAST
 HW1460'END, 8 FEET AND 7 INCHES NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HW1460'3 FEET AND 3 INCHES ABOVE THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE8614 ***********************************************************************
 DE8614  DESIGNATION -  A 20 RESET
 DE8614  PID         -  DE8614
 DE8614  STATE/COUNTY-  WV/PENDLETON
 DE8614  USGS QUAD   -  SUGAR GROVE (1981)
 DE8614
 DE8614                         *CURRENT SURVEY CONTROL
 DE8614  ___________________________________________________________________
 DE8614* NAD 83(1986)-  38 37 01.     (N)    079 20 48.     (W)     SCALED    
 DE8614* NAVD 88     -       536.03   (meters)    1758.6    (feet)  RESET     
 DE8614  ___________________________________________________________________
 DE8614  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 DE8614
 DE8614  VERT ORDER  -  THIRD
 DE8614
 DE8614.The horizontal coordinates were scaled from a topographic map and have
 DE8614.an estimated accuracy of +/- 6 seconds.
 DE8614
 DE8614.The orthometric height was computed from unverified reset data.
 DE8614.No vertical observational check was made to the station.
 DE8614
 DE8614.The geoid height was determined by GEOID03.
 DE8614
 DE8614;                    North         East    Units  Estimated Accuracy
 DE8614;SPC WV S     -   180,750.      743,980.      MT  (+/- 180 meters Scaled)
 DE8614
 DE8614                          SUPERSEDED SURVEY CONTROL
 DE8614
 DE8614.No superseded survey control is available for this station.
 DE8614
 DE8614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC439755(NAD 83)
 DE8614_MARKER: DV = VERTICAL CONTROL DISK
 DE8614_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE8614_SP_SET: BRIDGE WINGWALL
 DE8614_STAMPING: A 20 RESET 2001
 DE8614_MARK LOGO: NGS   
 DE8614_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8614
 DE8614  HISTORY     - Date     Condition        Report By
 DE8614  HISTORY     - 2001     MONUMENTED       NGS
 DE8614
 DE8614                          STATION DESCRIPTION
 DE8614
 DE8614'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (JDL)
 DE8614'NEW DESCRIPTION TO REACH MARK GO 2 MI.  (3.2 KM) SOUTHWEST OF
 DE8614'FRANKLIN, WV.  ALONG U.S.  HIGHWAY 220 FROM THE POST OFFICE AT
 DE8614'FRANKLIN, WV., PENDLETON COUNTY, AT A CONCRETE BRIDGE OVER SMITH
 DE8614'CREEK, IN THE TOP OF THE NORTHEAST WINGWALL SEAT, 24 FEET (7.3 M) EAST
 DE8614'OF THE CENTERLINE OF HIGHWAY U.S.  220 AND 1.75 FEET (0.53 M) LOWER
 DE8614'THAN ROAD DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0644 ***********************************************************************
 GX0644  DESIGNATION -  A 200
 GX0644  PID         -  GX0644
 GX0644  STATE/COUNTY-  WV/SUMMERS
 GX0644  USGS QUAD   -  TALCOTT (1968)
 GX0644
 GX0644                         *CURRENT SURVEY CONTROL
 GX0644  ___________________________________________________________________
 GX0644* NAD 83(1986)-  37 37 32.     (N)    080 47 40.     (W)     SCALED    
 GX0644* NAVD 88     -       437.561  (meters)    1435.56   (feet)  ADJUSTED  
 GX0644  ___________________________________________________________________
 GX0644  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX0644  DYNAMIC HT  -         437.197 (meters)    1434.37  (feet)  COMP
 GX0644  MODELED GRAV-     979,785.1   (mgal)                       NAVD 88
 GX0644
 GX0644  VERT ORDER  -  FIRST     CLASS II
 GX0644
 GX0644.The horizontal coordinates were scaled from a topographic map and have
 GX0644.an estimated accuracy of +/- 6 seconds.
 GX0644
 GX0644.The orthometric height was determined by differential leveling
 GX0644.and adjusted by the National Geodetic Survey in June 1991..
 GX0644
 GX0644.The geoid height was determined by GEOID03.
 GX0644
 GX0644.The dynamic height is computed by dividing the NAVD 88
 GX0644.geopotential number by the normal gravity value computed on the
 GX0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0644.degrees latitude (g = 980.6199 gals.).
 GX0644
 GX0644.The modeled gravity was interpolated from observed gravity values.
 GX0644
 GX0644;                    North         East    Units  Estimated Accuracy
 GX0644;SPC WV S     -    69,450.      618,150.      MT  (+/- 180 meters Scaled)
 GX0644
 GX0644                          SUPERSEDED SURVEY CONTROL
 GX0644
 GX0644  NGVD 29 (??/??/92)  437.724  (m)         1436.10   (f) ADJ UNCH    1 2
 GX0644
 GX0644.Superseded values are not recommended for survey control.
 GX0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0644.See file dsdata.txt to determine how the superseded data were derived.
 GX0644
 GX0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB181642(NAD 83)
 GX0644_MARKER: DB = BENCH MARK DISK
 GX0644_SETTING: 66 = SET IN ROCK OUTCROP
 GX0644_SP_SET: SET IN ROCK OUTCROP
 GX0644_STAMPING: A 200 1958
 GX0644_MARK LOGO: CGS   
 GX0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0644+STABILITY: POSITION/ELEVATION WELL
 GX0644
 GX0644  HISTORY     - Date     Condition        Report By
 GX0644  HISTORY     - 1958     MONUMENTED       CGS
 GX0644  HISTORY     - 1984     GOOD             NGS
 GX0644
 GX0644                          STATION DESCRIPTION
 GX0644
 GX0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0644'5 MI N FROM FOREST HILL.
 GX0644'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 12 FROM THE FOREST
 GX0644'HILL METHODIST CHURCH AT FOREST HILL, 1.3 MILES SOUTH OF THE
 GX0644'JUNCTION OF STATE HIGHWAY 3, 0.4 MILE NORTHWEST OF GREENBRIER
 GX0644'DRIVE-IN THEATRE, 14 1/2 FEET SOUTHWEST OF CENTER LINE OF
 GX0644'HIGHWAY, SET VERTICALLY IN THE NORTHEAST FACE OF RECESSED PART
 GX0644'OF 3-FOOT HIGH LAYER OF ROCK AT THE BOTTOM OF 12-FOOT HIGH
 GX0644'CUT, 30 FEET NORTHWEST OF THE CENTER OF JUNCTION OF DRIVE
 GX0644'LEADING NORTHEAST TO A FARMHOUSE, 37 YARDS SOUTH OF THE TOP
 GX0644'OF A SMALL RISE IN HIGHWAY, 106 FEET SOUTH OF THE SOUTH END
 GX0644'OF THE WEST CONCRETE HEAD WALL OF A 6-FOOT CONCRETE AND STONE
 GX0644'CULVERT FOR A SMALL CREEK BRANCH, 2 1/2 FEET NORTHWEST OF
 GX0644'RIGHT ANGLE SMOOTH FACE CUT IN ROCK, AND ABOUT 4 1/2 FEET
 GX0644'ABOVE THE BOTTOM OF THE DITCH.
 GX0644
 GX0644                          STATION RECOVERY (1984)
 GX0644
 GX0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0664 ***********************************************************************
 GX0664  DESIGNATION -  A 201
 GX0664  PID         -  GX0664
 GX0664  STATE/COUNTY-  WV/SUMMERS
 GX0664  USGS QUAD   -  FOREST HILL (1976)
 GX0664
 GX0664                         *CURRENT SURVEY CONTROL
 GX0664  ___________________________________________________________________
 GX0664* NAD 83(1986)-  37 32 40.     (N)    080 47 54.     (W)     SCALED    
 GX0664* NAVD 88     -       509.446  (meters)    1671.41   (feet)  ADJUSTED  
 GX0664  ___________________________________________________________________
 GX0664  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX0664  DYNAMIC HT  -         509.018 (meters)    1670.00  (feet)  COMP
 GX0664  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 GX0664
 GX0664  VERT ORDER  -  FIRST     CLASS II
 GX0664
 GX0664.The horizontal coordinates were scaled from a topographic map and have
 GX0664.an estimated accuracy of +/- 6 seconds.
 GX0664
 GX0664.The orthometric height was determined by differential leveling
 GX0664.and adjusted by the National Geodetic Survey in June 1991..
 GX0664
 GX0664.The geoid height was determined by GEOID03.
 GX0664
 GX0664.The dynamic height is computed by dividing the NAVD 88
 GX0664.geopotential number by the normal gravity value computed on the
 GX0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0664.degrees latitude (g = 980.6199 gals.).
 GX0664
 GX0664.The modeled gravity was interpolated from observed gravity values.
 GX0664
 GX0664;                    North         East    Units  Estimated Accuracy
 GX0664;SPC WV S     -    60,450.      617,820.      MT  (+/- 180 meters Scaled)
 GX0664
 GX0664                          SUPERSEDED SURVEY CONTROL
 GX0664
 GX0664  NGVD 29 (??/??/92)  509.611  (m)         1671.95   (f) ADJ UNCH    1 2
 GX0664
 GX0664.Superseded values are not recommended for survey control.
 GX0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0664.See file dsdata.txt to determine how the superseded data were derived.
 GX0664
 GX0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB178552(NAD 83)
 GX0664_MARKER: DB = BENCH MARK DISK
 GX0664_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX0664_STAMPING: A 201 1958
 GX0664_MARK LOGO: CGS   
 GX0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0664+STABILITY: SURFACE MOTION
 GX0664
 GX0664  HISTORY     - Date     Condition        Report By
 GX0664  HISTORY     - 1958     MONUMENTED       CGS
 GX0664  HISTORY     - 1984     GOOD             NGS
 GX0664
 GX0664                          STATION DESCRIPTION
 GX0664
 GX0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0664'2 MI SW FROM FOREST HILL.
 GX0664'ABOUT 2.05 MILES SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 GX0664'FOREST HILL METHODIST CHURCH AT FOREST HILL, 0.95 MILE NORTHWEST
 GX0664'OF THE SUMMERS-MONROE COUNTY LINE, 0.3 MILE NORTHWEST OF THE
 GX0664'SUMMIT OF GRADE, 0.3 MILE SOUTHEAST OF ROAD 21-2 LEADING
 GX0664'SOUTHWEST TO INDIAN MILLS, 67 YARDS SOUTHEAST OF HIGHWAY
 GX0664'MILEPOST 1, 17 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY,
 GX0664'IN TOP OF THE NORTHEAST END OF THE RIGHT ANGLE SHAPED NORTHEAST
 GX0664'CONCRETE HEAD WALL OF A 15-INCH PIPE CULVERT UNDER THE HIGHWAY,
 GX0664'AND ABOUT LEVEL WITH THE HIGHWAY.
 GX0664
 GX0664                          STATION RECOVERY (1984)
 GX0664
 GX0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0688 ***********************************************************************
 GX0688  DESIGNATION -  A 202
 GX0688  PID         -  GX0688
 GX0688  STATE/COUNTY-  WV/MONROE
 GX0688  USGS QUAD   -  ALDERSON (1976)
 GX0688
 GX0688                         *CURRENT SURVEY CONTROL
 GX0688  ___________________________________________________________________
 GX0688* NAD 83(1986)-  37 43 25.     (N)    080 38 38.     (W)     SCALED    
 GX0688* NAVD 88     -       472.771  (meters)    1551.08   (feet)  ADJUSTED  
 GX0688  ___________________________________________________________________
 GX0688  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0688  DYNAMIC HT  -         472.386 (meters)    1549.82  (feet)  COMP
 GX0688  MODELED GRAV-     979,802.0   (mgal)                       NAVD 88
 GX0688
 GX0688  VERT ORDER  -  FIRST     CLASS II
 GX0688
 GX0688.The horizontal coordinates were scaled from a topographic map and have
 GX0688.an estimated accuracy of +/- 6 seconds.
 GX0688
 GX0688.The orthometric height was determined by differential leveling
 GX0688.and adjusted by the National Geodetic Survey in June 1991..
 GX0688
 GX0688.The geoid height was determined by GEOID03.
 GX0688
 GX0688.The dynamic height is computed by dividing the NAVD 88
 GX0688.geopotential number by the normal gravity value computed on the
 GX0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0688.degrees latitude (g = 980.6199 gals.).
 GX0688
 GX0688.The modeled gravity was interpolated from observed gravity values.
 GX0688
 GX0688;                    North         East    Units  Estimated Accuracy
 GX0688;SPC WV S     -    80,370.      631,390.      MT  (+/- 180 meters Scaled)
 GX0688
 GX0688                          SUPERSEDED SURVEY CONTROL
 GX0688
 GX0688  NGVD 29 (??/??/92)  472.941  (m)         1551.64   (f) ADJ UNCH    1 2
 GX0688
 GX0688.Superseded values are not recommended for survey control.
 GX0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0688.See file dsdata.txt to determine how the superseded data were derived.
 GX0688
 GX0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB313752(NAD 83)
 GX0688_MARKER: DB = BENCH MARK DISK
 GX0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0688_SP_SET: BUILDING
 GX0688_STAMPING: A 202 1958
 GX0688_MARK LOGO: CGS   
 GX0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0688
 GX0688  HISTORY     - Date     Condition        Report By
 GX0688  HISTORY     - 1958     MONUMENTED       CGS
 GX0688  HISTORY     - 1961     GOOD             NGS
 GX0688  HISTORY     - 1983     GOOD             NGS
 GX0688
 GX0688                          STATION DESCRIPTION
 GX0688
 GX0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0688'AT ALDERSON.
 GX0688'AT ALDERSON, 80 YARDS SOUTHEAST ALONG THE CHESAPEAKE AND OHIO
 GX0688'RAILWAY FROM THE STATION, 0.15 MILE EAST OF MILEPOST 336, AT THE
 GX0688'INTERSECTION OF RAILROAD AVENUE AND WICKHAM STREET, SET VERTICALLY
 GX0688'IN THE WEST BRICK FACE OF THE POST OFFICE, 1.6 FEET ABOVE THE
 GX0688'SIDEWALK, 1 1/2 FEET NORTH OF THE SOUTHWEST CORNER OF BUILDING,
 GX0688'10 FEET EAST OF THE EAST CURB OF WICKHAM STREET, 87 FEET SOUTH OF
 GX0688'THE SOUTH CURB OF RAILROAD AVE.
 GX0688
 GX0688                          STATION RECOVERY (1961)
 GX0688
 GX0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GX0688'RECOVERED IN GOOD CONDITION.
 GX0688
 GX0688                          STATION RECOVERY (1983)
 GX0688
 GX0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2060 ***********************************************************************
 HX2060  DESIGNATION -  A 203
 HX2060  PID         -  HX2060
 HX2060  STATE/COUNTY-  WV/KANAWHA
 HX2060  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2060
 HX2060                         *CURRENT SURVEY CONTROL
 HX2060  ___________________________________________________________________
 HX2060* NAD 83(1986)-  38 20 47.     (N)    081 37 12.     (W)     SCALED    
 HX2060* NAVD 88     -       181.576  (meters)     595.72   (feet)  ADJUSTED  
 HX2060  ___________________________________________________________________
 HX2060  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HX2060  DYNAMIC HT  -         181.449 (meters)     595.30  (feet)  COMP
 HX2060  MODELED GRAV-     979,929.9   (mgal)                       NAVD 88
 HX2060
 HX2060  VERT ORDER  -  FIRST     CLASS II
 HX2060
 HX2060.The horizontal coordinates were scaled from a topographic map and have
 HX2060.an estimated accuracy of +/- 6 seconds.
 HX2060
 HX2060.The orthometric height was determined by differential leveling
 HX2060.and adjusted by the National Geodetic Survey in June 1991..
 HX2060
 HX2060.The geoid height was determined by GEOID03.
 HX2060
 HX2060.The dynamic height is computed by dividing the NAVD 88
 HX2060.geopotential number by the normal gravity value computed on the
 HX2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2060.degrees latitude (g = 980.6199 gals.).
 HX2060
 HX2060.The modeled gravity was interpolated from observed gravity values.
 HX2060
 HX2060;                    North         East    Units  Estimated Accuracy
 HX2060;SPC WV S     -   149,620.      545,810.      MT  (+/- 180 meters Scaled)
 HX2060
 HX2060                          SUPERSEDED SURVEY CONTROL
 HX2060
 HX2060  NGVD 29 (??/??/92)  181.770  (m)          596.36   (f) ADJ UNCH    1 2
 HX2060
 HX2060.Superseded values are not recommended for survey control.
 HX2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2060.See file dsdata.txt to determine how the superseded data were derived.
 HX2060
 HX2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC458444(NAD 83)
 HX2060_MARKER: DB = BENCH MARK DISK
 HX2060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2060_SP_SET: FOUNDATION
 HX2060_STAMPING: A 203 1959
 HX2060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX2060+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 HX2060
 HX2060  HISTORY     - Date     Condition        Report By
 HX2060  HISTORY     - 1959     MONUMENTED       CGS
 HX2060  HISTORY     - 20050912 GOOD             GEOCAC
 HX2060
 HX2060                          STATION DESCRIPTION
 HX2060
 HX2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX2060'AT CHARLESTON.
 HX2060'AT CHARLESTON, ABOUT 0.5 MILE SOUTHEAST ALONG THE NEW YORK
 HX2060'CENTRAL RAILROAD FROM THE STATION, ABOUT 75 YARDS SOUTH OF THE
 HX2060'TRACK, ON SMITH STREET, ABOUT 125 YARDS WEST OF THE CROSSING
 HX2060'OF RUFFNER AVENUE, SET VERTICALLY IN THE SOUTH FACE OF THE
 HX2060'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION TO THE OFFICE
 HX2060'BUILDING OF THE WEST VIRGINIA STATE ROAD COMMISSION, 13 1/2
 HX2060'FEET NORTH OF THE NORTH CURB LINE OF SMITH STREET, 1 1/2 FEET
 HX2060'WEST OF THE SOUTHEAST CORNER OF THE BUILDING, 2 FEET ABOVE THE
 HX2060'GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE STREET.
 HX2060
 HX2060                          STATION RECOVERY (2005)
 HX2060
 HX2060'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HX2060'HANDHELD GPS COODINATES (NAD 83) N38 20 49.7 W81 37 16.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1905 ***********************************************************************
 HX1905  DESIGNATION -  A 205
 HX1905  PID         -  HX1905
 HX1905  STATE/COUNTY-  WV/KANAWHA
 HX1905  USGS QUAD   -  CEDAR GROVE (1976)
 HX1905
 HX1905                         *CURRENT SURVEY CONTROL
 HX1905  ___________________________________________________________________
 HX1905* NAD 83(1986)-  38 13 21.     (N)    081 26 32.     (W)     SCALED    
 HX1905* NAVD 88     -       193.487  (meters)     634.80   (feet)  ADJUSTED  
 HX1905  ___________________________________________________________________
 HX1905  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HX1905  DYNAMIC HT  -         193.352 (meters)     634.36  (feet)  COMP
 HX1905  MODELED GRAV-     979,925.4   (mgal)                       NAVD 88
 HX1905
 HX1905  VERT ORDER  -  FIRST     CLASS II
 HX1905
 HX1905.The horizontal coordinates were scaled from a topographic map and have
 HX1905.an estimated accuracy of +/- 6 seconds.
 HX1905
 HX1905.The orthometric height was determined by differential leveling
 HX1905.and adjusted by the National Geodetic Survey in June 1991..
 HX1905
 HX1905.The geoid height was determined by GEOID03.
 HX1905
 HX1905.The dynamic height is computed by dividing the NAVD 88
 HX1905.geopotential number by the normal gravity value computed on the
 HX1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1905.degrees latitude (g = 980.6199 gals.).
 HX1905
 HX1905.The modeled gravity was interpolated from observed gravity values.
 HX1905
 HX1905;                    North         East    Units  Estimated Accuracy
 HX1905;SPC WV S     -   135,780.      561,280.      MT  (+/- 180 meters Scaled)
 HX1905
 HX1905                          SUPERSEDED SURVEY CONTROL
 HX1905
 HX1905  NGVD 29 (??/??/92)  193.681  (m)          635.44   (f) ADJ UNCH    1 2
 HX1905
 HX1905.Superseded values are not recommended for survey control.
 HX1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1905.See file dsdata.txt to determine how the superseded data were derived.
 HX1905
 HX1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC612305(NAD 83)
 HX1905_MARKER: DB = BENCH MARK DISK
 HX1905_SETTING: 66 = SET IN ROCK OUTCROP
 HX1905_SP_SET: ROCK CUT
 HX1905_STAMPING: A 205 1959
 HX1905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1905+STABILITY: POSITION/ELEVATION WELL
 HX1905
 HX1905  HISTORY     - Date     Condition        Report By
 HX1905  HISTORY     - 1959     MONUMENTED       CGS
 HX1905
 HX1905                          STATION DESCRIPTION
 HX1905
 HX1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1905'0.6 MI W FROM CEDAR GROVE.
 HX1905'ABOUT 0.65 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX1905'THE STATION AT CEDAR GROVE, 0.35 MILE WEST OF MILEPOST 144,
 HX1905'0.15 MILE WEST OF A SMALL COAL TIPPLE, ON THE OUTSIDE OF A LONG
 HX1905'CURVE WITH TANGENTS EXTENDING SOUTHEAST AND SOUTHWEST, 71 FEET
 HX1905'NORTH OF AND ACROSS U.S. HIGHWAY 21 AND 60 FROM THE NORTH RAIL,
 HX1905'SET VERTICALLY IN THE SOUTH FACE OF A HUGE ROCK CUT, 33 FEET
 HX1905'NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET ABOVE THE
 HX1905'GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0860 ***********************************************************************
 JX0860  DESIGNATION -  A 206
 JX0860  PID         -  JX0860
 JX0860  STATE/COUNTY-  WV/WOOD
 JX0860  USGS QUAD   -  MARIETTA (1994)
 JX0860
 JX0860                         *CURRENT SURVEY CONTROL
 JX0860  ___________________________________________________________________
 JX0860* NAD 83(1986)-  39 24 14.     (N)    081 27 28.     (W)     SCALED    
 JX0860* NAVD 88     -       185.846  (meters)     609.73   (feet)  ADJUSTED  
 JX0860  ___________________________________________________________________
 JX0860  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX0860  DYNAMIC HT  -         185.734 (meters)     609.36  (feet)  COMP
 JX0860  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 JX0860
 JX0860  VERT ORDER  -  FIRST     CLASS II
 JX0860
 JX0860.The horizontal coordinates were scaled from a topographic map and have
 JX0860.an estimated accuracy of +/- 6 seconds.
 JX0860
 JX0860.The orthometric height was determined by differential leveling
 JX0860.and adjusted by the National Geodetic Survey in June 1991..
 JX0860
 JX0860.The geoid height was determined by GEOID03.
 JX0860
 JX0860.The dynamic height is computed by dividing the NAVD 88
 JX0860.geopotential number by the normal gravity value computed on the
 JX0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0860.degrees latitude (g = 980.6199 gals.).
 JX0860
 JX0860.The modeled gravity was interpolated from observed gravity values.
 JX0860
 JX0860;                    North         East    Units  Estimated Accuracy
 JX0860;SPC WV N     -   102,180.      431,400.      MT  (+/- 180 meters Scaled)
 JX0860
 JX0860                          SUPERSEDED SURVEY CONTROL
 JX0860
 JX0860  NGVD 29 (??/??/92)  186.022  (m)          610.31   (f) ADJ UNCH    1 2
 JX0860
 JX0860.Superseded values are not recommended for survey control.
 JX0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0860.See file dsdata.txt to determine how the superseded data were derived.
 JX0860
 JX0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD605616(NAD 83)
 JX0860_MARKER: DB = BENCH MARK DISK
 JX0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0860_SP_SET: BRIDGE
 JX0860_STAMPING: A 206 1959
 JX0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0860
 JX0860  HISTORY     - Date     Condition        Report By
 JX0860  HISTORY     - 1959     MONUMENTED       CGS
 JX0860  HISTORY     - 1963     GOOD             NGS
 JX0860
 JX0860                          STATION DESCRIPTION
 JX0860
 JX0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX0860'0.5 MI SW FROM WILLIAMSTOWN.
 JX0860'ABOUT 0.5 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0860'FROM THE STATION AT WILLIAMSTOWN, AT MILEPOLE 81-22, 7 FEET
 JX0860'SOUTHEAST OF THE SOUTHEAST RAIL, IN TOP OF THE SOUTHEAST END OF
 JX0860'THE SOUTHWEST ABUTMENT TO A 20 FOOT BRIDGE OVER A SMALL STREAM
 JX0860'(BRIDGE 815), 3 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 JX0860'ABUTMENT, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 JX0860
 JX0860                          STATION RECOVERY (1963)
 JX0860
 JX0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0766 ***********************************************************************
 GX0766  DESIGNATION -  A 207
 GX0766  PID         -  GX0766
 GX0766  STATE/COUNTY-  WV/FAYETTE
 GX0766  USGS QUAD   -  MEADOW CREEK (1988)
 GX0766
 GX0766                         *CURRENT SURVEY CONTROL
 GX0766  ___________________________________________________________________
 GX0766* NAD 83(1986)-  37 51 26.     (N)    080 59 36.     (W)     SCALED    
 GX0766* NAVD 88     -       529.297  (meters)    1736.54   (feet)  ADJUSTED  
 GX0766  ___________________________________________________________________
 GX0766  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX0766  DYNAMIC HT  -         528.868 (meters)    1735.13  (feet)  COMP
 GX0766  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 GX0766
 GX0766  VERT ORDER  -  SECOND    CLASS 0
 GX0766
 GX0766.The horizontal coordinates were scaled from a topographic map and have
 GX0766.an estimated accuracy of +/- 6 seconds.
 GX0766
 GX0766.The orthometric height was determined by differential leveling
 GX0766.and adjusted by the National Geodetic Survey in June 1991..
 GX0766
 GX0766.The geoid height was determined by GEOID03.
 GX0766
 GX0766.The dynamic height is computed by dividing the NAVD 88
 GX0766.geopotential number by the normal gravity value computed on the
 GX0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0766.degrees latitude (g = 980.6199 gals.).
 GX0766
 GX0766.The modeled gravity was interpolated from observed gravity values.
 GX0766
 GX0766;                    North         East    Units  Estimated Accuracy
 GX0766;SPC WV S     -    95,140.      600,590.      MT  (+/- 180 meters Scaled)
 GX0766
 GX0766                          SUPERSEDED SURVEY CONTROL
 GX0766
 GX0766  NGVD 29 (??/??/92)  529.459  (m)         1737.07   (f) ADJ UNCH    2 0
 GX0766
 GX0766.Superseded values are not recommended for survey control.
 GX0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0766.See file dsdata.txt to determine how the superseded data were derived.
 GX0766
 GX0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB005899(NAD 83)
 GX0766_MARKER: DB = BENCH MARK DISK
 GX0766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0766_SP_SET: ABUTMENT
 GX0766_STAMPING: A 207 1961
 GX0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0766
 GX0766  HISTORY     - Date     Condition        Report By
 GX0766  HISTORY     - 1961     MONUMENTED       CGS
 GX0766  HISTORY     - 1980     GOOD             LOCSUR
 GX0766
 GX0766                          STATION DESCRIPTION
 GX0766
 GX0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0766'4.5 MI NE FROM PRINCE.
 GX0766'ABOUT 4.5 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE CHESAPEAKE
 GX0766'AND OHIO RAILWAY STATION AT PRINCE, ALSO ABOUT 3.6 MILES SOUTHWEST
 GX0766'ALONG U.S. HIGHWAY 19 FROM THE CONCRETE BLOCK CHURCH AT LAYLAND,
 GX0766'SET ON THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 GX0766'ABUTMENT OF A 90 FOOT CONCRETE BRIDGE OVER LAUREL CREEK, 15 FEET
 GX0766'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF
 GX0766'THE NORTHWEST END OF THE ABUTMENT AND ABOUT LEVEL WITH THE
 GX0766'HIGHWAY.
 GX0766
 GX0766                          STATION RECOVERY (1980)
 GX0766
 GX0766'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0799 ***********************************************************************
 GX0799  DESIGNATION -  A 208
 GX0799  PID         -  GX0799
 GX0799  STATE/COUNTY-  WV/SUMMERS
 GX0799  USGS QUAD   -  MEADOW CREEK (1988)
 GX0799
 GX0799                         *CURRENT SURVEY CONTROL
 GX0799  ___________________________________________________________________
 GX0799* NAD 83(1986)-  37 47 11.     (N)    080 53 25.     (W)     SCALED    
 GX0799* NAVD 88     -       406.106  (meters)    1332.37   (feet)  ADJUSTED  
 GX0799  ___________________________________________________________________
 GX0799  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX0799  DYNAMIC HT  -         405.780 (meters)    1331.30  (feet)  COMP
 GX0799  MODELED GRAV-     979,815.0   (mgal)                       NAVD 88
 GX0799
 GX0799  VERT ORDER  -  SECOND    CLASS 0
 GX0799
 GX0799.The horizontal coordinates were scaled from a topographic map and have
 GX0799.an estimated accuracy of +/- 6 seconds.
 GX0799
 GX0799.The orthometric height was determined by differential leveling
 GX0799.and adjusted by the National Geodetic Survey in June 1991..
 GX0799
 GX0799.The geoid height was determined by GEOID03.
 GX0799
 GX0799.The dynamic height is computed by dividing the NAVD 88
 GX0799.geopotential number by the normal gravity value computed on the
 GX0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0799.degrees latitude (g = 980.6199 gals.).
 GX0799
 GX0799.The modeled gravity was interpolated from observed gravity values.
 GX0799
 GX0799;                    North         East    Units  Estimated Accuracy
 GX0799;SPC WV S     -    87,290.      609,670.      MT  (+/- 180 meters Scaled)
 GX0799
 GX0799                          SUPERSEDED SURVEY CONTROL
 GX0799
 GX0799  NGVD 29 (??/??/92)  406.280  (m)         1332.94   (f) ADJ UNCH    2 0
 GX0799
 GX0799.Superseded values are not recommended for survey control.
 GX0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0799.See file dsdata.txt to determine how the superseded data were derived.
 GX0799
 GX0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB096821(NAD 83)
 GX0799_MARKER: DB = BENCH MARK DISK
 GX0799_SETTING: 66 = SET IN ROCK OUTCROP
 GX0799_SP_SET: ROCK CUT
 GX0799_STAMPING: A 208 1961
 GX0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0799+STABILITY: POSITION/ELEVATION WELL
 GX0799
 GX0799  HISTORY     - Date     Condition        Report By
 GX0799  HISTORY     - 1961     MONUMENTED       CGS
 GX0799
 GX0799                          STATION DESCRIPTION
 GX0799
 GX0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0799'1 MI NE FROM SANDSTONE.
 GX0799'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0799'CHESAPEAKE AND OHIO RAILWAY STATION AT SANDSTONE, 0.6 MILE
 GX0799'SOUTHWEST OF THE JUNCTION OF LOCKBRIDGE ROAD, 0.6 MILE NORTHEAST
 GX0799'OF THE NORTH END OF A 125-FOOT BRIDGE OVER LICK CREEK, AT THE
 GX0799'OUTSIDE OF A LONG CURVE, SET VERTICALLY IN THE SOUTH FACE AND NEAR
 GX0799'THE EAST END OF A HIGH AND WIDE ROCK CUT, 34 FEET NORTH OF THE
 GX0799'CENTER LINE OF THE HIGHWAY, 104 FEET EAST OF THE WEST END OF THE
 GX0799'ROCK CUT, 36 FEET WEST OF THE NORTH END OF A 36 INCH PIPE CULVERT,
 GX0799'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 1 FOOT ABOVE THE
 GX0799'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0825 ***********************************************************************
 GX0825  DESIGNATION -  A 209
 GX0825  PID         -  GX0825
 GX0825  STATE/COUNTY-  WV/FAYETTE
 GX0825  USGS QUAD   -  RAINELLE (1976)
 GX0825
 GX0825                         *CURRENT SURVEY CONTROL
 GX0825  ___________________________________________________________________
 GX0825* NAD 83(1986)-  37 53 43.     (N)    080 48 46.     (W)     SCALED    
 GX0825* NAVD 88     -       816.195  (meters)    2677.80   (feet)  ADJUSTED  
 GX0825  ___________________________________________________________________
 GX0825  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX0825  DYNAMIC HT  -         815.503 (meters)    2675.53  (feet)  COMP
 GX0825  MODELED GRAV-     979,753.8   (mgal)                       NAVD 88
 GX0825
 GX0825  VERT ORDER  -  SECOND    CLASS 0
 GX0825
 GX0825.The horizontal coordinates were scaled from a topographic map and have
 GX0825.an estimated accuracy of +/- 6 seconds.
 GX0825
 GX0825.The orthometric height was determined by differential leveling
 GX0825.and adjusted by the National Geodetic Survey in June 1991..
 GX0825
 GX0825.The geoid height was determined by GEOID03.
 GX0825
 GX0825.The dynamic height is computed by dividing the NAVD 88
 GX0825.geopotential number by the normal gravity value computed on the
 GX0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0825.degrees latitude (g = 980.6199 gals.).
 GX0825
 GX0825.The modeled gravity was interpolated from observed gravity values.
 GX0825
 GX0825;                    North         East    Units  Estimated Accuracy
 GX0825;SPC WV S     -    99,380.      616,470.      MT  (+/- 180 meters Scaled)
 GX0825
 GX0825                          SUPERSEDED SURVEY CONTROL
 GX0825
 GX0825  NGVD 29 (??/??/92)  816.334  (m)         2678.26   (f) ADJ UNCH    2 0
 GX0825
 GX0825.Superseded values are not recommended for survey control.
 GX0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0825.See file dsdata.txt to determine how the superseded data were derived.
 GX0825
 GX0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB164942(NAD 83)
 GX0825_MARKER: DB = BENCH MARK DISK
 GX0825_SETTING: 66 = SET IN ROCK OUTCROP
 GX0825_SP_SET: ROCK CUT
 GX0825_STAMPING: A 209 1961
 GX0825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0825+STABILITY: POSITION/ELEVATION WELL
 GX0825
 GX0825  HISTORY     - Date     Condition        Report By
 GX0825  HISTORY     - 1961     MONUMENTED       CGS
 GX0825
 GX0825                          STATION DESCRIPTION
 GX0825
 GX0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0825'4.6 MI NE FROM MEADOW BRIDGE.
 GX0825'ABOUT 4.6 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0825'CHESAPEAKE AND OHIO RAILWAY STATION AT MEADOW BRIDGE, ABOUT 1.0
 GX0825'MILE NORTH OF THE CHURCH OF CHRIST AT SPRING DALE, NEAR THE
 GX0825'CROSSING OF THE C AND O RAILWAY, SET VERTICALLY IN THE WEST FACE
 GX0825'OF A ROCK THAT IS NEAR THE NORTHEAST END OF A LARGE ROCK CUT, 57
 GX0825'FEET EAST OF THE CENTER LINE OF THE CROSSING, 17 FEET SOUTH OF THE
 GX0825'SOUTH RAIL, 40 FEET SOUTHWEST OF THE NORTHEAST END OF THE CUT,
 GX0825'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 6 FEET ABOVE THE
 GX0825'LEVEL OF THE TRACK AND HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0494 ***********************************************************************
 JX0494  DESIGNATION -  A 21
 JX0494  PID         -  JX0494
 JX0494  STATE/COUNTY-  WV/MARSHALL
 JX0494  USGS QUAD   -  BUSINESSBURG (1976)
 JX0494
 JX0494                         *CURRENT SURVEY CONTROL
 JX0494  ___________________________________________________________________
 JX0494* NAD 83(1986)-  39 54 57.     (N)    080 45 03.     (W)     SCALED    
 JX0494* NAVD 88     -       196.512  (meters)     644.72   (feet)  ADJUSTED  
 JX0494  ___________________________________________________________________
 JX0494  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JX0494  DYNAMIC HT  -         196.403 (meters)     644.37  (feet)  COMP
 JX0494  MODELED GRAV-     980,066.9   (mgal)                       NAVD 88
 JX0494
 JX0494  VERT ORDER  -  FIRST     CLASS II
 JX0494
 JX0494.The horizontal coordinates were scaled from a topographic map and have
 JX0494.an estimated accuracy of +/- 6 seconds.
 JX0494
 JX0494.The orthometric height was determined by differential leveling
 JX0494.and adjusted by the National Geodetic Survey in June 1991..
 JX0494
 JX0494.The geoid height was determined by GEOID03.
 JX0494
 JX0494.The dynamic height is computed by dividing the NAVD 88
 JX0494.geopotential number by the normal gravity value computed on the
 JX0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0494.degrees latitude (g = 980.6199 gals.).
 JX0494
 JX0494.The modeled gravity was interpolated from observed gravity values.
 JX0494
 JX0494;                    North         East    Units  Estimated Accuracy
 JX0494;SPC WV N     -   157,930.      493,060.      MT  (+/- 180 meters Scaled)
 JX0494
 JX0494                          SUPERSEDED SURVEY CONTROL
 JX0494
 JX0494  NGVD 29 (??/??/92)  196.665  (m)          645.23   (f) ADJ UNCH    1 2
 JX0494
 JX0494.Superseded values are not recommended for survey control.
 JX0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0494.See file dsdata.txt to determine how the superseded data were derived.
 JX0494
 JX0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE212184(NAD 83)
 JX0494_MARKER: DB = BENCH MARK DISK
 JX0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0494_STAMPING: A 21 1935
 JX0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0494+STABILITY: SURFACE MOTION
 JX0494
 JX0494  HISTORY     - Date     Condition        Report By
 JX0494  HISTORY     - 1935     MONUMENTED       CGS
 JX0494  HISTORY     - 1957     GOOD             NGS
 JX0494  HISTORY     - 1958     MARK NOT FOUND   USGS
 JX0494  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0494  HISTORY     - 20040524 MARK NOT FOUND   USPSQD
 JX0494
 JX0494                          STATION DESCRIPTION
 JX0494
 JX0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0494'AT MOUNDSVILLE.
 JX0494'AT MOUNDSVILLE, ALONG THE BALTIMORE AND OHIO RAILROAD, ABOUT
 JX0494'0.1 MILE SOUTH OF THE STATION, 32 1/2 FEET NORTH AND ACROSS
 JX0494'ROAD FROM MILEAGE POLE NO. 11+6, AT A ROAD CROSSING, 40 FEET
 JX0494'EAST OF EAST RAIL OF MAIN TRACK, 50 FEET NORTHEAST OF CENTER
 JX0494'OF CROSSING OF ROAD AND MAIN TRACK, 15 FEET NORTH-NORTHEAST OF
 JX0494'A CROSSING SIGN, 34 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF
 JX0494'CONCRETE BASE OF A SIGNAL, 9 1/2 FEET NORTH-NORTHEAST OF NORTHEAST
 JX0494'CORNER OF A CONCRETE BATTERY BOX, AT THE SOUTH END OF A TEMPORARY
 JX0494'TRACK FOR RAILROAD CREW CARS, ABOUT LEVEL WITH MAIN TRACK AND
 JX0494'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 JX0494
 JX0494                          STATION RECOVERY (1958)
 JX0494
 JX0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JX0494'MARK NOT FOUND.
 JX0494
 JX0494                          STATION RECOVERY (1983)
 JX0494
 JX0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0494'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND.
 JX0494'THE RAILWAY STATION HAS BEEN RAZED AND WAS FURTHER NORTH THAN 0.2 KM
 JX0494'(0.1 MI).  SEVERAL OTHER REFERENCE POINTS NO LONGER EXIST, DESCRIPTION
 JX0494'IS INADEQUATE TO RECOVER MARK.  NOTE--USGS WAS UNABLE TO RECOVER THIS
 JX0494'MARK IN FEBRUARY 1958.
 JX0494
 JX0494                          STATION RECOVERY (2004)
 JX0494
 JX0494'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0979 ***********************************************************************
 GX0979  DESIGNATION -  A 210
 GX0979  PID         -  GX0979
 GX0979  STATE/COUNTY-  WV/GREENBRIER
 GX0979  USGS QUAD   -  RAINELLE (1976)
 GX0979
 GX0979                         *CURRENT SURVEY CONTROL
 GX0979  ___________________________________________________________________
 GX0979* NAD 83(1986)-  37 58 04.     (N)    080 46 50.     (W)     SCALED    
 GX0979* NAVD 88     -       736.180  (meters)    2415.28   (feet)  ADJUSTED  
 GX0979  ___________________________________________________________________
 GX0979  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX0979  DYNAMIC HT  -         735.566 (meters)    2413.27  (feet)  COMP
 GX0979  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GX0979
 GX0979  VERT ORDER  -  SECOND    CLASS 0
 GX0979
 GX0979.The horizontal coordinates were scaled from a topographic map and have
 GX0979.an estimated accuracy of +/- 6 seconds.
 GX0979
 GX0979.The orthometric height was determined by differential leveling
 GX0979.and adjusted by the National Geodetic Survey in June 1991..
 GX0979
 GX0979.The geoid height was determined by GEOID03.
 GX0979
 GX0979.The dynamic height is computed by dividing the NAVD 88
 GX0979.geopotential number by the normal gravity value computed on the
 GX0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0979.degrees latitude (g = 980.6199 gals.).
 GX0979
 GX0979.The modeled gravity was interpolated from observed gravity values.
 GX0979
 GX0979;                    North         East    Units  Estimated Accuracy
 GX0979;SPC WV S     -   107,440.      619,280.      MT  (+/- 180 meters Scaled)
 GX0979
 GX0979                          SUPERSEDED SURVEY CONTROL
 GX0979
 GX0979  NGVD 29 (??/??/92)  736.322  (m)         2415.75   (f) ADJ UNCH    2 0
 GX0979
 GX0979.Superseded values are not recommended for survey control.
 GX0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0979.See file dsdata.txt to determine how the superseded data were derived.
 GX0979
 GX0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC192022(NAD 83)
 GX0979_MARKER: DB = BENCH MARK DISK
 GX0979_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0979_SP_SET: CORNER OF BUILDING
 GX0979_STAMPING: A 210 1961
 GX0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0979
 GX0979  HISTORY     - Date     Condition        Report By
 GX0979  HISTORY     - 1961     MONUMENTED       CGS
 GX0979
 GX0979                          STATION DESCRIPTION
 GX0979
 GX0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0979'AT RAINELLE.
 GX0979'AT RAINELLE, ABOUT 0.1 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE
 GX0979'JUNCTION OF STATE HIGHWAY 20 AT RAINELLE, SET VERTICALLY IN THE
 GX0979'SOUTH FACE AND AT THE SOUTHWEST CORNER OF THE RAINELLE HIGH
 GX0979'SCHOOL (THE WEST BRICK BUILDING OF TWO LARGE SCHOOL BUILDING) 90
 GX0979'FEET NORTH OF THE NORTH CURB OF THE HIGHWAY, 1 FOOT EAST OF THE
 GX0979'SOUTHWEST CORNER OF THE BUILDING AND 2 FEET ABOVE THE LEVEL OF
 GX0979'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0852 ***********************************************************************
 GX0852  DESIGNATION -  A 211
 GX0852  PID         -  GX0852
 GX0852  STATE/COUNTY-  WV/SUMMERS
 GX0852  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0852
 GX0852                         *CURRENT SURVEY CONTROL
 GX0852  ___________________________________________________________________
 GX0852* NAD 83(1986)-  37 45 20.     (N)    080 48 05.     (W)     SCALED    
 GX0852* NAVD 88     -       589.476  (meters)    1933.97   (feet)  ADJUSTED  
 GX0852  ___________________________________________________________________
 GX0852  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX0852  DYNAMIC HT  -         588.978 (meters)    1932.34  (feet)  COMP
 GX0852  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GX0852
 GX0852  VERT ORDER  -  SECOND    CLASS 0
 GX0852
 GX0852.The horizontal coordinates were scaled from a topographic map and have
 GX0852.an estimated accuracy of +/- 6 seconds.
 GX0852
 GX0852.The orthometric height was determined by differential leveling
 GX0852.and adjusted by the National Geodetic Survey in June 1991..
 GX0852
 GX0852.The geoid height was determined by GEOID03.
 GX0852
 GX0852.The dynamic height is computed by dividing the NAVD 88
 GX0852.geopotential number by the normal gravity value computed on the
 GX0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0852.degrees latitude (g = 980.6199 gals.).
 GX0852
 GX0852.The modeled gravity was interpolated from observed gravity values.
 GX0852
 GX0852;                    North         East    Units  Estimated Accuracy
 GX0852;SPC WV S     -    83,880.      617,500.      MT  (+/- 180 meters Scaled)
 GX0852
 GX0852                          SUPERSEDED SURVEY CONTROL
 GX0852
 GX0852  NGVD 29 (??/??/92)  589.628  (m)         1934.47   (f) ADJ UNCH    2 0
 GX0852
 GX0852.Superseded values are not recommended for survey control.
 GX0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0852.See file dsdata.txt to determine how the superseded data were derived.
 GX0852
 GX0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB174787(NAD 83)
 GX0852_MARKER: DB = BENCH MARK DISK
 GX0852_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0852_SP_SET: UNSPECIFIED ROCK
 GX0852_STAMPING: A 211 1961
 GX0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0852
 GX0852  HISTORY     - Date     Condition        Report By
 GX0852  HISTORY     - 1961     MONUMENTED       CGS
 GX0852
 GX0852                          STATION DESCRIPTION
 GX0852
 GX0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0852'6.4 MI SE FROM SANDSTONE.
 GX0852'0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE CHESAPEAKE AND
 GX0852'OHIO RAILWAY STATION AT SANDSTONE, THENCE 6.05 MILES SOUTHEAST
 GX0852'ALONG THE SANDSTONE-RAMP ROAD, ABOUT 0.4 MILE EAST OF THE RAMP
 GX0852'BAPTIST CHURCH, NEAR THE JUNCTION OF A NARROW GRADED ROAD LEADING
 GX0852'NORTHWEST, SET IN THE TOP OF A ROCK THAT IS 5 FEET LONG AND
 GX0852'1 1/2 FEET HIGH, 75 FEET NORTH OF THE CENTER OF THE JUNCTION, 18
 GX0852'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING NORTHWEST,
 GX0852'1/2-FOOT NORTH OF THE SOUTH EDGE OF THE ROCK AND 10 FEET ABOVE
 GX0852'THE LEVEL OF THE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0876 ***********************************************************************
 GX0876  DESIGNATION -  A 212
 GX0876  PID         -  GX0876
 GX0876  STATE/COUNTY-  WV/GREENBRIER
 GX0876  USGS QUAD   -  ALDERSON (1976)
 GX0876
 GX0876                         *CURRENT SURVEY CONTROL
 GX0876  ___________________________________________________________________
 GX0876* NAD 83(1986)-  37 43 37.     (N)    080 38 51.     (W)     SCALED    
 GX0876* NAVD 88     -       469.558  (meters)    1540.54   (feet)  ADJUSTED  
 GX0876  ___________________________________________________________________
 GX0876  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0876  DYNAMIC HT  -         469.177 (meters)    1539.29  (feet)  COMP
 GX0876  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 GX0876
 GX0876  VERT ORDER  -  SECOND    CLASS 0
 GX0876
 GX0876.The horizontal coordinates were scaled from a topographic map and have
 GX0876.an estimated accuracy of +/- 6 seconds.
 GX0876
 GX0876.The orthometric height was determined by differential leveling
 GX0876.and adjusted by the National Geodetic Survey in June 1991..
 GX0876
 GX0876.The geoid height was determined by GEOID03.
 GX0876
 GX0876.The dynamic height is computed by dividing the NAVD 88
 GX0876.geopotential number by the normal gravity value computed on the
 GX0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0876.degrees latitude (g = 980.6199 gals.).
 GX0876
 GX0876.The modeled gravity was interpolated from observed gravity values.
 GX0876
 GX0876;                    North         East    Units  Estimated Accuracy
 GX0876;SPC WV S     -    80,740.      631,070.      MT  (+/- 180 meters Scaled)
 GX0876
 GX0876                          SUPERSEDED SURVEY CONTROL
 GX0876
 GX0876  NGVD 29 (??/??/92)  469.730  (m)         1541.11   (f) ADJ UNCH    2 0
 GX0876
 GX0876.Superseded values are not recommended for survey control.
 GX0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0876.See file dsdata.txt to determine how the superseded data were derived.
 GX0876
 GX0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB310755(NAD 83)
 GX0876_MARKER: DB = BENCH MARK DISK
 GX0876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0876_SP_SET: CULVERT
 GX0876_STAMPING: A 212 1961
 GX0876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0876
 GX0876  HISTORY     - Date     Condition        Report By
 GX0876  HISTORY     - 1961     MONUMENTED       CGS
 GX0876  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0876
 GX0876                          STATION DESCRIPTION
 GX0876
 GX0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0876'0.3 MI W FROM ALDERSON.
 GX0876'0.3 MILE WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH END OF
 GX0876'THE GREENBRIER RIVER BRIDGE AT ALDERSON, AT THE WEST EDGE OF TOWN,
 GX0876'ABOUT 0.6 MILE EAST OF A 150-FOOT BRIDGE OVER MUDDY CREEK, SET ON
 GX0876'THE TOP OF THE NORTHEAST CORNER OF A 5-FOOT CONCRETE BOX CULVERT,
 GX0876'19 FEET NORTH OF THE CENTER LINE OF THE HIGHWAYS, 1 FOOT SOUTH
 GX0876'OF THE NORTHEAST CORNER OF THE CULVERT AND 1/2 FOOT BELOW THE
 GX0876'LEVEL OF THE HIGHWAYS.
 GX0876
 GX0876                          STATION RECOVERY (1983)
 GX0876
 GX0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0876'NOT RECOVERED, THE CULVERT HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0893 ***********************************************************************
 GX0893  DESIGNATION -  A 213
 GX0893  PID         -  GX0893
 GX0893  STATE/COUNTY-  WV/SUMMERS
 GX0893  USGS QUAD   -  DAWSON (1971)
 GX0893
 GX0893                         *CURRENT SURVEY CONTROL
 GX0893  ___________________________________________________________________
 GX0893* NAD 83(1986)-  37 45 17.     (N)    080 44 23.     (W)     SCALED    
 GX0893* NAVD 88     -       971.590  (meters)    3187.62   (feet)  ADJUSTED  
 GX0893  ___________________________________________________________________
 GX0893  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GX0893  DYNAMIC HT  -         970.773 (meters)    3184.94  (feet)  COMP
 GX0893  MODELED GRAV-     979,754.6   (mgal)                       NAVD 88
 GX0893
 GX0893  VERT ORDER  -  SECOND    CLASS 0
 GX0893
 GX0893.The horizontal coordinates were scaled from a topographic map and have
 GX0893.an estimated accuracy of +/- 6 seconds.
 GX0893
 GX0893.The orthometric height was determined by differential leveling
 GX0893.and adjusted by the National Geodetic Survey in June 1991..
 GX0893
 GX0893.The geoid height was determined by GEOID03.
 GX0893
 GX0893.The dynamic height is computed by dividing the NAVD 88
 GX0893.geopotential number by the normal gravity value computed on the
 GX0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0893.degrees latitude (g = 980.6199 gals.).
 GX0893
 GX0893.The modeled gravity was interpolated from observed gravity values.
 GX0893
 GX0893;                    North         East    Units  Estimated Accuracy
 GX0893;SPC WV S     -    83,800.      622,940.      MT  (+/- 180 meters Scaled)
 GX0893
 GX0893                          SUPERSEDED SURVEY CONTROL
 GX0893
 GX0893  NGVD 29 (??/??/92)  971.755  (m)         3188.17   (f) ADJ UNCH    2 0
 GX0893
 GX0893.Superseded values are not recommended for survey control.
 GX0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0893.See file dsdata.txt to determine how the superseded data were derived.
 GX0893
 GX0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB229786(NAD 83)
 GX0893_MARKER: DB = BENCH MARK DISK
 GX0893_SETTING: 66 = SET IN ROCK OUTCROP
 GX0893_SP_SET: ROCK CLIFF
 GX0893_STAMPING: A 213 1961
 GX0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0893+STABILITY: POSITION/ELEVATION WELL
 GX0893
 GX0893  HISTORY     - Date     Condition        Report By
 GX0893  HISTORY     - 1961     MONUMENTED       CGS
 GX0893
 GX0893                          STATION DESCRIPTION
 GX0893
 GX0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0893'11.2 MI NW FROM ALDERSON.
 GX0893'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0893'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 5.75 MILES
 GX0893'WEST ALONG A BLACK TOP ROAD, THENCE 3.1 MILES NORTHEAST ALONG A
 GX0893'GRADED ROAD LEADING TO THE KEENEY MOUNTAIN FIRE TOWER, AT THE
 GX0893'INSIDE OF A CURVE, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 GX0893'CLIFF THAT IS ABOUT 20 FEET HIGH AND 8 FEET WIDE, 11 FEET
 GX0893'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET ABOVE THE
 GX0893'LEVEL OF THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0909 ***********************************************************************
 GX0909  DESIGNATION -  A 214
 GX0909  PID         -  GX0909
 GX0909  STATE/COUNTY-  WV/GREENBRIER
 GX0909  USGS QUAD   -  DAWSON (1971)
 GX0909
 GX0909                         *CURRENT SURVEY CONTROL
 GX0909  ___________________________________________________________________
 GX0909* NAD 83(1986)-  37 50 20.     (N)    080 42 57.     (W)     SCALED    
 GX0909* NAVD 88     -       740.443  (meters)    2429.27   (feet)  ADJUSTED  
 GX0909  ___________________________________________________________________
 GX0909  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX0909  DYNAMIC HT  -         739.817 (meters)    2427.22  (feet)  COMP
 GX0909  MODELED GRAV-     979,758.9   (mgal)                       NAVD 88
 GX0909
 GX0909  VERT ORDER  -  SECOND    CLASS 0
 GX0909
 GX0909.The horizontal coordinates were scaled from a topographic map and have
 GX0909.an estimated accuracy of +/- 6 seconds.
 GX0909
 GX0909.The orthometric height was determined by differential leveling
 GX0909.and adjusted by the National Geodetic Survey in June 1991..
 GX0909
 GX0909.The geoid height was determined by GEOID03.
 GX0909
 GX0909.The dynamic height is computed by dividing the NAVD 88
 GX0909.geopotential number by the normal gravity value computed on the
 GX0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0909.degrees latitude (g = 980.6199 gals.).
 GX0909
 GX0909.The modeled gravity was interpolated from observed gravity values.
 GX0909
 GX0909;                    North         East    Units  Estimated Accuracy
 GX0909;SPC WV S     -    93,150.      625,010.      MT  (+/- 180 meters Scaled)
 GX0909
 GX0909                          SUPERSEDED SURVEY CONTROL
 GX0909
 GX0909  NGVD 29 (??/??/92)  740.592  (m)         2429.76   (f) ADJ UNCH    2 0
 GX0909
 GX0909.Superseded values are not recommended for survey control.
 GX0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0909.See file dsdata.txt to determine how the superseded data were derived.
 GX0909
 GX0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB250879(NAD 83)
 GX0909_MARKER: DB = BENCH MARK DISK
 GX0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0909_STAMPING: A 214 1961
 GX0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0909+STABILITY: SURFACE MOTION
 GX0909
 GX0909  HISTORY     - Date     Condition        Report By
 GX0909  HISTORY     - 1961     MONUMENTED       CGS
 GX0909
 GX0909                          STATION DESCRIPTION
 GX0909
 GX0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0909'1 MI N FROM GRASSY MEADOWS.
 GX0909'ABOUT 0.95 MILE NORTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX0909'AT GRASSY MEADOWS, ABOUT 1.0 MILE SOUTHWEST OF A T ROAD JUNCTION,
 GX0909'AT THE OUTSIDE OF A LONG CURVE, 24 1/2 FEET NORTHWEST OF THE
 GX0909'CENTER LINE OF THE ROAD, 38 FEET SOUTHWEST OF THE NORTHWEST END OF
 GX0909'A 4 FOOT PIPE CULVERT UNDER THE ROAD, 2 1/2 FEET WEST OF THE
 GX0909'CENTER ONE OF THREE TELEPHONE POLES WITH GUY WIRES, 2 FEET
 GX0909'NORTHEAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 GX0909'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GX0909'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0950 ***********************************************************************
 GX0950  DESIGNATION -  A 215
 GX0950  PID         -  GX0950
 GX0950  STATE/COUNTY-  WV/GREENBRIER
 GX0950  USGS QUAD   -  RUPERT (1981)
 GX0950
 GX0950                         *CURRENT SURVEY CONTROL
 GX0950  ___________________________________________________________________
 GX0950* NAD 83(1986)-  37 59 10.     (N)    080 40 07.     (W)     SCALED    
 GX0950* NAVD 88     -       741.103  (meters)    2431.44   (feet)  ADJUSTED  
 GX0950  ___________________________________________________________________
 GX0950  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GX0950  DYNAMIC HT  -         740.480 (meters)    2429.39  (feet)  COMP
 GX0950  MODELED GRAV-     979,764.6   (mgal)                       NAVD 88
 GX0950
 GX0950  VERT ORDER  -  SECOND    CLASS 0
 GX0950
 GX0950.The horizontal coordinates were scaled from a topographic map and have
 GX0950.an estimated accuracy of +/- 6 seconds.
 GX0950
 GX0950.The orthometric height was determined by differential leveling
 GX0950.and adjusted by the National Geodetic Survey in June 1991..
 GX0950
 GX0950.The geoid height was determined by GEOID03.
 GX0950
 GX0950.The dynamic height is computed by dividing the NAVD 88
 GX0950.geopotential number by the normal gravity value computed on the
 GX0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0950.degrees latitude (g = 980.6199 gals.).
 GX0950
 GX0950.The modeled gravity was interpolated from observed gravity values.
 GX0950
 GX0950;                    North         East    Units  Estimated Accuracy
 GX0950;SPC WV S     -   109,500.      629,110.      MT  (+/- 180 meters Scaled)
 GX0950
 GX0950                          SUPERSEDED SURVEY CONTROL
 GX0950
 GX0950  NGVD 29 (??/??/92)  741.236  (m)         2431.87   (f) ADJ UNCH    2 0
 GX0950
 GX0950.Superseded values are not recommended for survey control.
 GX0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0950.See file dsdata.txt to determine how the superseded data were derived.
 GX0950
 GX0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC291043(NAD 83)
 GX0950_MARKER: DB = BENCH MARK DISK
 GX0950_SETTING: 66 = SET IN ROCK OUTCROP
 GX0950_SP_SET: ROCK
 GX0950_STAMPING: A 215 1961
 GX0950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0950+STABILITY: POSITION/ELEVATION WELL
 GX0950
 GX0950  HISTORY     - Date     Condition        Report By
 GX0950  HISTORY     - 1961     MONUMENTED       CGS
 GX0950
 GX0950                          STATION DESCRIPTION
 GX0950
 GX0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0950'1.8 MI N FROM RUPERT.
 GX0950'ABOUT 1.85 MILES NORTH ALONG A BLACK TOP ROAD FROM THE HIGH
 GX0950'SCHOOL BUILDING AT RUPERT, AT KESSLER, ABOUT 100 YARDS SOUTH
 GX0950'OF THE JUNCTION OF A SIDE ROAD THAT LEADS EAST AND CROSSES A
 GX0950'75 FOOT BRIDGE OVER BIG CLEAR CREEK, SET VERTICALLY IN THE EAST
 GX0950'FACE OF A ROCK THAT IS 12 FEET LONG AND 4 FEET HIGH, 21 FEET WEST
 GX0950'OF THE CENTER LINE OF THE ROAD, 4 FEET NORTH OF THE SOUTH END
 GX0950'OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1010 ***********************************************************************
 GX1010  DESIGNATION -  A 216
 GX1010  PID         -  GX1010
 GX1010  STATE/COUNTY-  WV/GREENBRIER
 GX1010  USGS QUAD   -  ASBURY (1979)
 GX1010
 GX1010                         *CURRENT SURVEY CONTROL
 GX1010  ___________________________________________________________________
 GX1010* NAD 83(1986)-  37 49 05.     (N)    080 30 27.     (W)     SCALED    
 GX1010* NAVD 88     -       676.896  (meters)    2220.78   (feet)  ADJUSTED  
 GX1010  ___________________________________________________________________
 GX1010  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX1010  DYNAMIC HT  -         676.337 (meters)    2218.95  (feet)  COMP
 GX1010  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 GX1010
 GX1010  VERT ORDER  -  SECOND    CLASS 0
 GX1010
 GX1010.The horizontal coordinates were scaled from a topographic map and have
 GX1010.an estimated accuracy of +/- 6 seconds.
 GX1010
 GX1010.The orthometric height was determined by differential leveling
 GX1010.and adjusted by the National Geodetic Survey in June 1991..
 GX1010
 GX1010.The geoid height was determined by GEOID03.
 GX1010
 GX1010.The dynamic height is computed by dividing the NAVD 88
 GX1010.geopotential number by the normal gravity value computed on the
 GX1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1010.degrees latitude (g = 980.6199 gals.).
 GX1010
 GX1010.The modeled gravity was interpolated from observed gravity values.
 GX1010
 GX1010;                    North         East    Units  Estimated Accuracy
 GX1010;SPC WV S     -    90,910.      643,360.      MT  (+/- 180 meters Scaled)
 GX1010
 GX1010                          SUPERSEDED SURVEY CONTROL
 GX1010
 GX1010  NGVD 29 (??/??/92)  677.050  (m)         2221.29   (f) ADJ UNCH    2 0
 GX1010
 GX1010.Superseded values are not recommended for survey control.
 GX1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1010.See file dsdata.txt to determine how the superseded data were derived.
 GX1010
 GX1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB433857(NAD 83)
 GX1010_MARKER: DB = BENCH MARK DISK
 GX1010_SETTING: 66 = SET IN ROCK OUTCROP
 GX1010_SP_SET: ROCK CUT
 GX1010_STAMPING: A 216 1961
 GX1010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1010+STABILITY: POSITION/ELEVATION WELL
 GX1010
 GX1010  HISTORY     - Date     Condition        Report By
 GX1010  HISTORY     - 1961     MONUMENTED       CGS
 GX1010
 GX1010                          STATION DESCRIPTION
 GX1010
 GX1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1010'4.4 MI W FROM LEWISBURG.
 GX1010'ABOUT 1.65 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX1010'OFFICE AT LEWISBURG, THENCE 2.8 MILES WEST ALONG COUNTY ROUTE
 GX1010'NO. 33, 0.2 MILE NORTHWEST OF THE JUNCTION OF A GRADED ROAD
 GX1010'LEADING NORTH, ON THE SOUTHEAST SLOPE OF A MOUNTAIN, AT THE
 GX1010'INSIDE OF A CURVE, SET VERTICALLY IN THE EAST FACE OF AN 8-FOOT
 GX1010'HIGH ROCK THAT IS PART OF A CUT, 16 FEET WEST OF THE CENTER LINE
 GX1010'OF THE ROAD, 36 FEET NORTH OF THE SOUTH END OF THE CUT, 3 1/2
 GX1010'FEET ABOVE THE LEVEL OF THE GROUND AND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1026 ***********************************************************************
 GX1026  DESIGNATION -  A 217
 GX1026  PID         -  GX1026
 GX1026  STATE/COUNTY-  WV/GREENBRIER
 GX1026  USGS QUAD   -  DAWSON (1971)
 GX1026
 GX1026                         *CURRENT SURVEY CONTROL
 GX1026  ___________________________________________________________________
 GX1026* NAD 83(1986)-  37 49 39.     (N)    080 38 18.     (W)     SCALED    
 GX1026* NAVD 88     -       504.743  (meters)    1655.98   (feet)  ADJUSTED  
 GX1026  ___________________________________________________________________
 GX1026  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX1026  DYNAMIC HT  -         504.334 (meters)    1654.64  (feet)  COMP
 GX1026  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 GX1026
 GX1026  VERT ORDER  -  SECOND    CLASS 0
 GX1026
 GX1026.The horizontal coordinates were scaled from a topographic map and have
 GX1026.an estimated accuracy of +/- 6 seconds.
 GX1026
 GX1026.The orthometric height was determined by differential leveling
 GX1026.and adjusted by the National Geodetic Survey in June 1991..
 GX1026
 GX1026.The geoid height was determined by GEOID03.
 GX1026
 GX1026.The dynamic height is computed by dividing the NAVD 88
 GX1026.geopotential number by the normal gravity value computed on the
 GX1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1026.degrees latitude (g = 980.6199 gals.).
 GX1026
 GX1026.The modeled gravity was interpolated from observed gravity values.
 GX1026
 GX1026;                    North         East    Units  Estimated Accuracy
 GX1026;SPC WV S     -    91,910.      631,840.      MT  (+/- 180 meters Scaled)
 GX1026
 GX1026                          SUPERSEDED SURVEY CONTROL
 GX1026
 GX1026  NGVD 29 (??/??/92)  504.904  (m)         1656.51   (f) ADJ UNCH    2 0
 GX1026
 GX1026.Superseded values are not recommended for survey control.
 GX1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1026.See file dsdata.txt to determine how the superseded data were derived.
 GX1026
 GX1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB318867(NAD 83)
 GX1026_MARKER: DB = BENCH MARK DISK
 GX1026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1026_SP_SET: BRIDGE
 GX1026_STAMPING: A 217 1961
 GX1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1026
 GX1026  HISTORY     - Date     Condition        Report By
 GX1026  HISTORY     - 1961     MONUMENTED       CGS
 GX1026
 GX1026                          STATION DESCRIPTION
 GX1026
 GX1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1026'0.3 MI NW FROM BLUE SULPHUR SPRINGS.
 GX1026'ABOUT 0.3 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE G.O.E.
 GX1026'MEMORIAL CHURCH AT BLUE SULPHUR SPRINGS, 0.25 MILE NORTHWEST
 GX1026'OF THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTHWEST TO GRASSY
 GX1026'MEADOWS, SET ON THE TOP OF THE WINGWALL AT THE SOUTHWEST CORNER OF
 GX1026'45 FOOT BRIDGE OVER KITCHEN CREEK, 10 FEET WEST OF THE CENTER
 GX1026'LINE OF THE ROAD, 1 1/2 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 GX1026'WINGWALL AND ABOUT LEVEL WITH THE ROAD AND BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1840 ***********************************************************************
 HX1840  DESIGNATION -  A 218
 HX1840  PID         -  HX1840
 HX1840  STATE/COUNTY-  WV/NICHOLAS
 HX1840  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1840
 HX1840                         *CURRENT SURVEY CONTROL
 HX1840  ___________________________________________________________________
 HX1840* NAD 83(1986)-  38 14 01.     (N)    081 10 54.     (W)     SCALED    
 HX1840* NAVD 88     -       214.151  (meters)     702.59   (feet)  ADJUSTED  
 HX1840  ___________________________________________________________________
 HX1840  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HX1840  DYNAMIC HT  -         213.999 (meters)     702.10  (feet)  COMP
 HX1840  MODELED GRAV-     979,914.6   (mgal)                       NAVD 88
 HX1840
 HX1840  VERT ORDER  -  SECOND    CLASS 0
 HX1840
 HX1840.The horizontal coordinates were scaled from a topographic map and have
 HX1840.an estimated accuracy of +/- 6 seconds.
 HX1840
 HX1840.The orthometric height was determined by differential leveling
 HX1840.and adjusted by the National Geodetic Survey in June 1991..
 HX1840
 HX1840.The geoid height was determined by GEOID03.
 HX1840
 HX1840.The dynamic height is computed by dividing the NAVD 88
 HX1840.geopotential number by the normal gravity value computed on the
 HX1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1840.degrees latitude (g = 980.6199 gals.).
 HX1840
 HX1840.The modeled gravity was interpolated from observed gravity values.
 HX1840
 HX1840;                    North         East    Units  Estimated Accuracy
 HX1840;SPC WV S     -   136,930.      584,100.      MT  (+/- 180 meters Scaled)
 HX1840
 HX1840                          SUPERSEDED SURVEY CONTROL
 HX1840
 HX1840  NGVD 29 (??/??/92)  214.338  (m)          703.21   (f) ADJ UNCH    2 0
 HX1840
 HX1840.Superseded values are not recommended for survey control.
 HX1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1840.See file dsdata.txt to determine how the superseded data were derived.
 HX1840
 HX1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC841317(NAD 83)
 HX1840_MARKER: DB = BENCH MARK DISK
 HX1840_SETTING: 66 = SET IN ROCK OUTCROP
 HX1840_SP_SET: ROCK CUT
 HX1840_STAMPING: A 218 1961
 HX1840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1840+STABILITY: POSITION/ELEVATION WELL
 HX1840
 HX1840  HISTORY     - Date     Condition        Report By
 HX1840  HISTORY     - 1961     MONUMENTED       CGS
 HX1840
 HX1840                          STATION DESCRIPTION
 HX1840
 HX1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1840'0.8 MI E FROM BELVA.
 HX1840'ABOUT 0.75 MILE EAST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX1840'OF STATE HIGHWAY 16 AT BELVA, 0.45 MILE EAST OF MILEPOST 169,
 HX1840'SET VERTICALLY IN THE SOUTH FACE OF A 30-BY-4 FOOT AT A LARGE
 HX1840'ROCK CUT, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HX1840'39 FEET NORTH OF THE NORTH RAIL OF THE NEW YORK CENTRAL RAILROAD,
 HX1840'72 FEET WEST OF THE NORTH END OF A 30 INCH PIPE CULVERT UNDER THE
 HX1840'HIGHWAY, 27 FEET WEST OF POWER LINE POLE NO. 48-5544, AND ABOUT
 HX1840'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1998 ***********************************************************************
 HX1998  DESIGNATION -  A 219
 HX1998  PID         -  HX1998
 HX1998  STATE/COUNTY-  WV/FAYETTE
 HX1998  USGS QUAD   -  FAYETTEVILLE (1976)
 HX1998
 HX1998                         *CURRENT SURVEY CONTROL
 HX1998  ___________________________________________________________________
 HX1998* NAD 83(1986)-  38 07 28.     (N)    081 03 54.     (W)     SCALED    
 HX1998* NAVD 88     -       446.488  (meters)    1464.85   (feet)  ADJUSTED  
 HX1998  ___________________________________________________________________
 HX1998  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HX1998  DYNAMIC HT  -         446.152 (meters)    1463.75  (feet)  COMP
 HX1998  MODELED GRAV-     979,864.4   (mgal)                       NAVD 88
 HX1998
 HX1998  VERT ORDER  -  SECOND    CLASS 0
 HX1998
 HX1998.The horizontal coordinates were scaled from a topographic map and have
 HX1998.an estimated accuracy of +/- 6 seconds.
 HX1998
 HX1998.The orthometric height was determined by differential leveling
 HX1998.and adjusted by the National Geodetic Survey in June 1991..
 HX1998
 HX1998.The geoid height was determined by GEOID03.
 HX1998
 HX1998.The dynamic height is computed by dividing the NAVD 88
 HX1998.geopotential number by the normal gravity value computed on the
 HX1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1998.degrees latitude (g = 980.6199 gals.).
 HX1998
 HX1998.The modeled gravity was interpolated from observed gravity values.
 HX1998
 HX1998;                    North         East    Units  Estimated Accuracy
 HX1998;SPC WV S     -   124,800.      594,300.      MT  (+/- 180 meters Scaled)
 HX1998
 HX1998                          SUPERSEDED SURVEY CONTROL
 HX1998
 HX1998  NGVD 29 (??/??/92)  446.664  (m)         1465.43   (f) ADJ UNCH    2 0
 HX1998
 HX1998.Superseded values are not recommended for survey control.
 HX1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1998.See file dsdata.txt to determine how the superseded data were derived.
 HX1998
 HX1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC943196(NAD 83)
 HX1998_MARKER: DB = BENCH MARK DISK
 HX1998_SETTING: 66 = SET IN ROCK OUTCROP
 HX1998_SP_SET: ROCK CUT
 HX1998_STAMPING: A 219 1961
 HX1998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1998+STABILITY: POSITION/ELEVATION WELL
 HX1998
 HX1998  HISTORY     - Date     Condition        Report By
 HX1998  HISTORY     - 1961     MONUMENTED       CGS
 HX1998
 HX1998                          STATION DESCRIPTION
 HX1998
 HX1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1998'2 MI SE FROM ANSTED.
 HX1998'ABOUT 2.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1998'HIGH SCHOOL AT ANSTED, 0.35 MILE EAST OF THE JUNCTION OF A BLACK
 HX1998'TOP ROAD LEADING AT GRAYDON, 0.15 MILE WEST OF THE ENTRANCE DRIVE
 HX1998'TO THE RESTLAWN MEMORY GARDEN CEMETERY, SET VERTICALLY IN THE
 HX1998'NORTH FACE OF A LONG ROCK CUT, 23 FEET SOUTH OF THE CENTER LINE
 HX1998'OF THE HIGHWAY, 120 FEET EAST OF THE WEST END OF THE CUT AND 2
 HX1998'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0501 ***********************************************************************
 JX0501  DESIGNATION -  A 22
 JX0501  PID         -  JX0501
 JX0501  STATE/COUNTY-  WV/MARSHALL
 JX0501  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0501
 JX0501                         *CURRENT SURVEY CONTROL
 JX0501  ___________________________________________________________________
 JX0501* NAD 83(1986)-  39 54 40.     (N)    080 44 32.     (W)     SCALED    
 JX0501* NAVD 88     -       197.406  (meters)     647.66   (feet)  ADJUSTED  
 JX0501  ___________________________________________________________________
 JX0501  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JX0501  DYNAMIC HT  -         197.295 (meters)     647.29  (feet)  COMP
 JX0501  MODELED GRAV-     980,063.5   (mgal)                       NAVD 88
 JX0501
 JX0501  VERT ORDER  -  FIRST     CLASS II
 JX0501
 JX0501.The horizontal coordinates were scaled from a topographic map and have
 JX0501.an estimated accuracy of +/- 6 seconds.
 JX0501
 JX0501.The orthometric height was determined by differential leveling
 JX0501.and adjusted by the National Geodetic Survey in June 1991..
 JX0501
 JX0501.The geoid height was determined by GEOID03.
 JX0501
 JX0501.The dynamic height is computed by dividing the NAVD 88
 JX0501.geopotential number by the normal gravity value computed on the
 JX0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0501.degrees latitude (g = 980.6199 gals.).
 JX0501
 JX0501.The modeled gravity was interpolated from observed gravity values.
 JX0501
 JX0501;                    North         East    Units  Estimated Accuracy
 JX0501;SPC WV N     -   157,390.      493,790.      MT  (+/- 180 meters Scaled)
 JX0501
 JX0501                          SUPERSEDED SURVEY CONTROL
 JX0501
 JX0501  NGVD 29 (??/??/92)  197.558  (m)          648.15   (f) ADJ UNCH    1 2
 JX0501
 JX0501.Superseded values are not recommended for survey control.
 JX0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0501.See file dsdata.txt to determine how the superseded data were derived.
 JX0501
 JX0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE220179(NAD 83)
 JX0501_MARKER: DB = BENCH MARK DISK
 JX0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0501_STAMPING: A 22 1935
 JX0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0501+STABILITY: SURFACE MOTION
 JX0501
 JX0501  HISTORY     - Date     Condition        Report By
 JX0501  HISTORY     - 1935     MONUMENTED       CGS
 JX0501  HISTORY     - 1958     MARK NOT FOUND   NGS
 JX0501
 JX0501                          STATION DESCRIPTION
 JX0501
 JX0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX0501'0.5 MI S FROM MOUNDSVILLE.
 JX0501'0.5 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0501'STATION AT MOUNDSVILLE, MARSHALL COUNTY, 265 FEET NORTHWEST
 JX0501'OF THE SECTION TOOL HOUSE, 72 FEET EAST OF POLE 368+10, AND 30
 JX0501'FEET NORTHEAST OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 JX0501'A 22 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1129 ***********************************************************************
 HX1129  DESIGNATION -  A 220
 HX1129  PID         -  HX1129
 HX1129  STATE/COUNTY-  WV/NICHOLAS
 HX1129  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1129
 HX1129                         *CURRENT SURVEY CONTROL
 HX1129  ___________________________________________________________________
 HX1129* NAD 83(1986)-  38 13 43.     (N)    080 59 46.     (W)     SCALED    
 HX1129* NAVD 88     -       418.737  (meters)    1373.81   (feet)  ADJUSTED  
 HX1129  ___________________________________________________________________
 HX1129  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HX1129  DYNAMIC HT  -         418.431 (meters)    1372.80  (feet)  COMP
 HX1129  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 HX1129
 HX1129  VERT ORDER  -  SECOND    CLASS 0
 HX1129
 HX1129.The horizontal coordinates were scaled from a topographic map and have
 HX1129.an estimated accuracy of +/- 6 seconds.
 HX1129
 HX1129.The orthometric height was determined by differential leveling
 HX1129.and adjusted by the National Geodetic Survey in June 1991..
 HX1129
 HX1129.The geoid height was determined by GEOID03.
 HX1129
 HX1129.The dynamic height is computed by dividing the NAVD 88
 HX1129.geopotential number by the normal gravity value computed on the
 HX1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1129.degrees latitude (g = 980.6199 gals.).
 HX1129
 HX1129.The modeled gravity was interpolated from observed gravity values.
 HX1129
 HX1129;                    North         East    Units  Estimated Accuracy
 HX1129;SPC WV S     -   136,360.      600,340.      MT  (+/- 180 meters Scaled)
 HX1129
 HX1129                          SUPERSEDED SURVEY CONTROL
 HX1129
 HX1129  NGVD 29 (??/??/92)  418.917  (m)         1374.40   (f) ADJ UNCH    2 0
 HX1129
 HX1129.Superseded values are not recommended for survey control.
 HX1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1129.See file dsdata.txt to determine how the superseded data were derived.
 HX1129
 HX1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC003311(NAD 83)
 HX1129_MARKER: DB = BENCH MARK DISK
 HX1129_SETTING: 66 = SET IN ROCK OUTCROP
 HX1129_SP_SET: FLAT ROCK
 HX1129_STAMPING: A 220 1961
 HX1129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1129+STABILITY: POSITION/ELEVATION WELL
 HX1129
 HX1129  HISTORY     - Date     Condition        Report By
 HX1129  HISTORY     - 1961     MONUMENTED       CGS
 HX1129
 HX1129                          STATION DESCRIPTION
 HX1129
 HX1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1129'4 MI S FROM DRENNEN.
 HX1129'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HX1129'OF STATE HIGHWAY 39 AT DRENNEN, THENCE 2.7 MILES SOUTH ALONG A
 HX1129'GRADED ROAD, ABOUT 0.7 MILE NORTHEAST OF A LARGE WHITE WOODEN
 HX1129'FRAME CHURCH, SET IN THE TOP OF A LARGE FLAT ROCK IN FRONT OF AN
 HX1129'OLD TWO-STORY FRAME HOUSE, 14 FEET NORTH OF THE CENTER LINE OF THE
 HX1129'ROAD, 84 FEET NORTHEAST OF THE SOUTH END OF TWO 5 FOOT PIPE UNDER
 HX1129'THE ROAD, 5 FEET NORTH OF THE SOUTH FACE OF THE ROCK AND 4 FEET
 HX1129'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1157 ***********************************************************************
 HX1157  DESIGNATION -  A 221
 HX1157  PID         -  HX1157
 HX1157  STATE/COUNTY-  WV/NICHOLAS
 HX1157  USGS QUAD   -  MOUNT NEBO (1976)
 HX1157
 HX1157                         *CURRENT SURVEY CONTROL
 HX1157  ___________________________________________________________________
 HX1157* NAD 83(1986)-  38 14 46.     (N)    080 51 35.     (W)     SCALED    
 HX1157* NAVD 88     -       501.170  (meters)    1644.26   (feet)  ADJUSTED  
 HX1157  ___________________________________________________________________
 HX1157  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 HX1157  DYNAMIC HT  -         500.785 (meters)    1642.99  (feet)  COMP
 HX1157  MODELED GRAV-     979,846.0   (mgal)                       NAVD 88
 HX1157
 HX1157  VERT ORDER  -  SECOND    CLASS 0
 HX1157
 HX1157.The horizontal coordinates were scaled from a topographic map and have
 HX1157.an estimated accuracy of +/- 6 seconds.
 HX1157
 HX1157.The orthometric height was determined by differential leveling
 HX1157.and adjusted by the National Geodetic Survey in June 1991..
 HX1157
 HX1157.The geoid height was determined by GEOID03.
 HX1157
 HX1157.The dynamic height is computed by dividing the NAVD 88
 HX1157.geopotential number by the normal gravity value computed on the
 HX1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1157.degrees latitude (g = 980.6199 gals.).
 HX1157
 HX1157.The modeled gravity was interpolated from observed gravity values.
 HX1157
 HX1157;                    North         East    Units  Estimated Accuracy
 HX1157;SPC WV S     -   138,310.      612,280.      MT  (+/- 180 meters Scaled)
 HX1157
 HX1157                          SUPERSEDED SURVEY CONTROL
 HX1157
 HX1157  NGVD 29 (??/??/92)  501.328  (m)         1644.77   (f) ADJ UNCH    2 0
 HX1157
 HX1157.Superseded values are not recommended for survey control.
 HX1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1157.See file dsdata.txt to determine how the superseded data were derived.
 HX1157
 HX1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC122331(NAD 83)
 HX1157_MARKER: DB = BENCH MARK DISK
 HX1157_SETTING: 66 = SET IN ROCK OUTCROP
 HX1157_SP_SET: ROCK CUT
 HX1157_STAMPING: A 221 1961
 HX1157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1157+STABILITY: POSITION/ELEVATION WELL
 HX1157
 HX1157  HISTORY     - Date     Condition        Report By
 HX1157  HISTORY     - 1961     MONUMENTED       CGS
 HX1157
 HX1157                          STATION DESCRIPTION
 HX1157
 HX1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1157'3.6 MI S FROM SUMMERSVILLE.
 HX1157'ABOUT 3.55 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURT HOUSE
 HX1157'AT SUMMERSVILLE, 0.2 MILE NORTHWEST OF THE NORTHWEST END OF A
 HX1157'LARGE BRIDGE OVER THE GAULEY RIVER, SET VERTICALLY IN THE WEST
 HX1157'FACE OF A ROCK CUT, NEAR THE JUNCTION OF A BLACK TOP ROAD LEADING
 HX1157'NORTHWEST, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 54
 HX1157'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE ROAD AND THE
 HX1157'HIGHWAY, 27 FEET SOUTH OF THE NORTH END OF THE CUT AND 3 FEET
 HX1157'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1181 ***********************************************************************
 HX1181  DESIGNATION -  A 222
 HX1181  PID         -  HX1181
 HX1181  STATE/COUNTY-  WV/FAYETTE
 HX1181  USGS QUAD   -  WINONA (1976)
 HX1181
 HX1181                         *CURRENT SURVEY CONTROL
 HX1181  ___________________________________________________________________
 HX1181* NAD 83(1986)-  38 04 49.     (N)    080 54 08.     (W)     SCALED    
 HX1181* NAVD 88     -       687.244  (meters)    2254.73   (feet)  ADJUSTED  
 HX1181  ___________________________________________________________________
 HX1181  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HX1181  DYNAMIC HT  -         686.708 (meters)    2252.97  (feet)  COMP
 HX1181  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 HX1181
 HX1181  VERT ORDER  -  SECOND    CLASS 0
 HX1181
 HX1181.The horizontal coordinates were scaled from a topographic map and have
 HX1181.an estimated accuracy of +/- 6 seconds.
 HX1181
 HX1181.The orthometric height was determined by differential leveling
 HX1181.and adjusted by the National Geodetic Survey in June 1991..
 HX1181
 HX1181.The geoid height was determined by GEOID03.
 HX1181
 HX1181.The dynamic height is computed by dividing the NAVD 88
 HX1181.geopotential number by the normal gravity value computed on the
 HX1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1181.degrees latitude (g = 980.6199 gals.).
 HX1181
 HX1181.The modeled gravity was interpolated from observed gravity values.
 HX1181
 HX1181;                    North         East    Units  Estimated Accuracy
 HX1181;SPC WV S     -   119,900.      608,580.      MT  (+/- 180 meters Scaled)
 HX1181
 HX1181                          SUPERSEDED SURVEY CONTROL
 HX1181
 HX1181  NGVD 29 (??/??/92)  687.413  (m)         2255.29   (f) ADJ UNCH    2 0
 HX1181
 HX1181.Superseded values are not recommended for survey control.
 HX1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1181.See file dsdata.txt to determine how the superseded data were derived.
 HX1181
 HX1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC085147(NAD 83)
 HX1181_MARKER: DB = BENCH MARK DISK
 HX1181_SETTING: 66 = SET IN ROCK OUTCROP
 HX1181_SP_SET: ROCK OUTCROP
 HX1181_STAMPING: A 222 1961
 HX1181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1181+STABILITY: POSITION/ELEVATION WELL
 HX1181
 HX1181  HISTORY     - Date     Condition        Report By
 HX1181  HISTORY     - 1961     MONUMENTED       CGS
 HX1181
 HX1181                          STATION DESCRIPTION
 HX1181
 HX1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1181'4.2 MI SW FROM NALLEN.
 HX1181'ABOUT 3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE CENTER
 HX1181'OF THE BRIDGE OVER MEADOW RIVER AT NALLEN, THENCE 0.6 MILE NORTH
 HX1181'ALONG A GRADED ROAD, AT THE JUNCTION OF A DIM ROAD LEADING TO
 HX1181'THE RADER AIRPORT, 78 YARDS SOUTHEAST OF THE CENTER LINE OF THE
 HX1181'MAIN GRADED ROAD, ALONG THE SOUTHWEST EDGE OF THE RUNWAY, SET ON
 HX1181'THE TOP OF AN OUTCROP THAT IS FLUSH WITH THE GROUND AND PROJECTS
 HX1181'OUT OF THE SOUTHWEST SIDE OF THE RUNWAY, 6 FEET NORTHEAST OF THE
 HX1181'CENTER LINE OF THE AIRPORT DRIVE LEADING TO THE RADER RESIDENCE
 HX1181'AND RUNWAY, 12 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY
 HX1181'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2016 ***********************************************************************
 HX2016  DESIGNATION -  A 223
 HX2016  PID         -  HX2016
 HX2016  STATE/COUNTY-  WV/FAYETTE
 HX2016  USGS QUAD   -  FAYETTEVILLE (1976)
 HX2016
 HX2016                         *CURRENT SURVEY CONTROL
 HX2016  ___________________________________________________________________
 HX2016* NAD 83(1986)-  38 04 13.     (N)    081 00 21.     (W)     SCALED    
 HX2016* NAVD 88     -       694.243  (meters)    2277.70   (feet)  ADJUSTED  
 HX2016  ___________________________________________________________________
 HX2016  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 HX2016  DYNAMIC HT  -         693.691 (meters)    2275.88  (feet)  COMP
 HX2016  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 HX2016
 HX2016  VERT ORDER  -  SECOND    CLASS 0
 HX2016
 HX2016.The horizontal coordinates were scaled from a topographic map and have
 HX2016.an estimated accuracy of +/- 6 seconds.
 HX2016
 HX2016.The orthometric height was determined by differential leveling
 HX2016.and adjusted by the National Geodetic Survey in June 1991..
 HX2016
 HX2016.The geoid height was determined by GEOID03.
 HX2016
 HX2016.The dynamic height is computed by dividing the NAVD 88
 HX2016.geopotential number by the normal gravity value computed on the
 HX2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2016.degrees latitude (g = 980.6199 gals.).
 HX2016
 HX2016.The modeled gravity was interpolated from observed gravity values.
 HX2016
 HX2016;                    North         East    Units  Estimated Accuracy
 HX2016;SPC WV S     -   118,790.      599,490.      MT  (+/- 180 meters Scaled)
 HX2016
 HX2016                          SUPERSEDED SURVEY CONTROL
 HX2016
 HX2016  NGVD 29 (??/??/92)  694.405  (m)         2278.23   (f) ADJ UNCH    2 0
 HX2016
 HX2016.Superseded values are not recommended for survey control.
 HX2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2016.See file dsdata.txt to determine how the superseded data were derived.
 HX2016
 HX2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC994136(NAD 83)
 HX2016_MARKER: DB = BENCH MARK DISK
 HX2016_SETTING: 66 = SET IN ROCK OUTCROP
 HX2016_SP_SET: ROCK OUTCROP
 HX2016_STAMPING: A 223 1961
 HX2016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2016+STABILITY: POSITION/ELEVATION WELL
 HX2016
 HX2016  HISTORY     - Date     Condition        Report By
 HX2016  HISTORY     - 1961     MONUMENTED       CGS
 HX2016
 HX2016                          STATION DESCRIPTION
 HX2016
 HX2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2016'1.8 MI NE FROM EDMOND.
 HX2016'ABOUT 1.85 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 HX2016'GRADE SCHOOL AND THE JUNCTION OF STATE HIGHWAY 82 AT EDMOND,
 HX2016'0.5 MILE SOUTHWEST OF THE JUNCTION OF A GRADED ROAD LEADING
 HX2016'SOUTH, SET ON THE TOP OF A LARGE LOW FLAT OUTCROP THAT IS
 HX2016'45 FEET LONG AND 15 FEET WIDE, IN A LARGE OPEN PASTURE, (PROPERTY
 HX2016'OF JAMES T. TAYLOR), 121 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HX2016'ROAD, 142 FEET WEST OF POWER LINE POLE NO. 492D5, 4 1/2 FEET
 HX2016'NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK, 15 FEET SOUTHEAST
 HX2016'OF THE NORTHWEST END OF THE ROCK AND 12 FEET BELOW THE LEVEL OF
 HX2016'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1439 ***********************************************************************
 HX1439  DESIGNATION -  A 224
 HX1439  PID         -  HX1439
 HX1439  STATE/COUNTY-  WV/FAYETTE
 HX1439  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1439
 HX1439                         *CURRENT SURVEY CONTROL
 HX1439  ___________________________________________________________________
 HX1439* NAD 83(1986)-  38 10 07.     (N)    080 57 04.     (W)     SCALED    
 HX1439* NAVD 88     -       451.219  (meters)    1480.37   (feet)  ADJUSTED  
 HX1439  ___________________________________________________________________
 HX1439  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HX1439  DYNAMIC HT  -         450.874 (meters)    1479.24  (feet)  COMP
 HX1439  MODELED GRAV-     979,850.7   (mgal)                       NAVD 88
 HX1439
 HX1439  VERT ORDER  -  SECOND    CLASS 0
 HX1439
 HX1439.The horizontal coordinates were scaled from a topographic map and have
 HX1439.an estimated accuracy of +/- 6 seconds.
 HX1439
 HX1439.The orthometric height was determined by differential leveling
 HX1439.and adjusted by the National Geodetic Survey in June 1991..
 HX1439
 HX1439.The geoid height was determined by GEOID03.
 HX1439
 HX1439.The dynamic height is computed by dividing the NAVD 88
 HX1439.geopotential number by the normal gravity value computed on the
 HX1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1439.degrees latitude (g = 980.6199 gals.).
 HX1439
 HX1439.The modeled gravity was interpolated from observed gravity values.
 HX1439
 HX1439;                    North         East    Units  Estimated Accuracy
 HX1439;SPC WV S     -   129,700.      604,280.      MT  (+/- 180 meters Scaled)
 HX1439
 HX1439                          SUPERSEDED SURVEY CONTROL
 HX1439
 HX1439  NGVD 29 (??/??/92)  451.388  (m)         1480.93   (f) ADJ UNCH    2 0
 HX1439
 HX1439.Superseded values are not recommended for survey control.
 HX1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1439.See file dsdata.txt to determine how the superseded data were derived.
 HX1439
 HX1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC042245(NAD 83)
 HX1439_MARKER: DB = BENCH MARK DISK
 HX1439_SETTING: 66 = SET IN ROCK OUTCROP
 HX1439_SP_SET: ROCK CUT
 HX1439_STAMPING: A 224 1961
 HX1439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1439+STABILITY: POSITION/ELEVATION WELL
 HX1439
 HX1439  HISTORY     - Date     Condition        Report By
 HX1439  HISTORY     - 1961     MONUMENTED       CGS
 HX1439
 HX1439                          STATION DESCRIPTION
 HX1439
 HX1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1439'8.7 MI NW FROM NALLEN.
 HX1439'ABOUT 8.7 MILES NORTHWEST ALONG THE NICHOLAS, FAYETTE AND
 HX1439'GREENBRIER RAILROAD FROM THE STATION AT NALLEN, 1.05 MILES
 HX1439'SOUTHEAST OF THE SOUTHEAST END OF A TUNNEL, NEAR MILEPOST 48
 HX1439'SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK THAT IS 18 FEET
 HX1439'LONG AND 5 FET HIGH, AT A LONG SHALLOW CUT, 12 FEET SOUTHWEST
 HX1439'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 39 FEET SOUTHEAST OF
 HX1439'MILEPOST 48, 15 FEET SOUTHEAST OF THE SOUTHWEST END OF A 36-INCH
 HX1439'METAL PIPE UNDER THE TRACK, 2 FEET ABOVE THE LEVEL OF THE
 HX1439'GROUND AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1104 ***********************************************************************
 HX1104  DESIGNATION -  A 225
 HX1104  PID         -  HX1104
 HX1104  STATE/COUNTY-  WV/NICHOLAS
 HX1104  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1104
 HX1104                         *CURRENT SURVEY CONTROL
 HX1104  ___________________________________________________________________
 HX1104* NAD 83(1986)-  38 18 23.     (N)    080 43 22.     (W)     SCALED    
 HX1104* NAVD 88     -       669.188  (meters)    2195.49   (feet)  ADJUSTED  
 HX1104  ___________________________________________________________________
 HX1104  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HX1104  DYNAMIC HT  -         668.667 (meters)    2193.78  (feet)  COMP
 HX1104  MODELED GRAV-     979,826.9   (mgal)                       NAVD 88
 HX1104
 HX1104  VERT ORDER  -  SECOND    CLASS 0
 HX1104
 HX1104.The horizontal coordinates were scaled from a topographic map and have
 HX1104.an estimated accuracy of +/- 6 seconds.
 HX1104
 HX1104.The orthometric height was determined by differential leveling
 HX1104.and adjusted by the National Geodetic Survey in June 1991..
 HX1104
 HX1104.The geoid height was determined by GEOID03.
 HX1104
 HX1104.The dynamic height is computed by dividing the NAVD 88
 HX1104.geopotential number by the normal gravity value computed on the
 HX1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1104.degrees latitude (g = 980.6199 gals.).
 HX1104
 HX1104.The modeled gravity was interpolated from observed gravity values.
 HX1104
 HX1104;                    North         East    Units  Estimated Accuracy
 HX1104;SPC WV S     -   145,030.      624,250.      MT  (+/- 180 meters Scaled)
 HX1104
 HX1104                          SUPERSEDED SURVEY CONTROL
 HX1104
 HX1104  NGVD 29 (??/??/92)  669.334  (m)         2195.97   (f) ADJ UNCH    2 0
 HX1104
 HX1104.Superseded values are not recommended for survey control.
 HX1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1104.See file dsdata.txt to determine how the superseded data were derived.
 HX1104
 HX1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC242398(NAD 83)
 HX1104_MARKER: DB = BENCH MARK DISK
 HX1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1104_STAMPING: A 225 1961
 HX1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1104+STABILITY: SURFACE MOTION
 HX1104
 HX1104  HISTORY     - Date     Condition        Report By
 HX1104  HISTORY     - 1961     MONUMENTED       CGS
 HX1104
 HX1104                          STATION DESCRIPTION
 HX1104
 HX1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1104'7.3 MI SW FROM CRAIGSVILLE.
 HX1104'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF
 HX1104'STATE HIGHWAY 20 AT CRAIGSVILLE, THENCE 5.3 MILES SOUTHWEST ALONG
 HX1104'A BLACK TOP ROAD, NEAR THE JUNCTION OF A NARROW DIRT ROAD LEADING
 HX1104'SOUTHEAST, AT THE CREST OF A SMALL RISE, AT THE OUTSIDE OF A
 HX1104'LONG CURVE, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 90
 HX1104'FEET SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE ROAD
 HX1104'AND THE ROAD LEADING SOUTHEAST, 11 1/2 FEET SOUTHWEST OF A FENCE
 HX1104'CORNER, 1.4 FEET NORTHWEST OF A FENCE LINE, 1.6 FEET NORTHEAST
 HX1104'OF A METAL WITNESS POST, 1/2 FOOT ABOVE THE LEVEL OF THE
 HX1104'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 HX1104'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1236 ***********************************************************************
 HX1236  DESIGNATION -  A 226
 HX1236  PID         -  HX1236
 HX1236  STATE/COUNTY-  WV/NICHOLAS
 HX1236  USGS QUAD   -  NETTIE (1995)
 HX1236
 HX1236                         *CURRENT SURVEY CONTROL
 HX1236  ___________________________________________________________________
 HX1236* NAD 83(1986)-  38 14 53.     (N)    080 43 12.     (W)     SCALED    
 HX1236* NAVD 88     -       713.482  (meters)    2340.82   (feet)  ADJUSTED  
 HX1236  ___________________________________________________________________
 HX1236  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 HX1236  DYNAMIC HT  -         712.914 (meters)    2338.95  (feet)  COMP
 HX1236  MODELED GRAV-     979,808.4   (mgal)                       NAVD 88
 HX1236
 HX1236  VERT ORDER  -  SECOND    CLASS 0
 HX1236
 HX1236.The horizontal coordinates were scaled from a topographic map and have
 HX1236.an estimated accuracy of +/- 6 seconds.
 HX1236
 HX1236.The orthometric height was determined by differential leveling
 HX1236.and adjusted by the National Geodetic Survey in June 1991..
 HX1236
 HX1236.The geoid height was determined by GEOID03.
 HX1236
 HX1236.The dynamic height is computed by dividing the NAVD 88
 HX1236.geopotential number by the normal gravity value computed on the
 HX1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1236.degrees latitude (g = 980.6199 gals.).
 HX1236
 HX1236.The modeled gravity was interpolated from observed gravity values.
 HX1236
 HX1236;                    North         East    Units  Estimated Accuracy
 HX1236;SPC WV S     -   138,560.      624,510.      MT  (+/- 180 meters Scaled)
 HX1236
 HX1236                          SUPERSEDED SURVEY CONTROL
 HX1236
 HX1236  NGVD 29 (??/??/92)  713.623  (m)         2341.28   (f) ADJ UNCH    2 0
 HX1236
 HX1236.Superseded values are not recommended for survey control.
 HX1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1236.See file dsdata.txt to determine how the superseded data were derived.
 HX1236
 HX1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC245333(NAD 83)
 HX1236_MARKER: DB = BENCH MARK DISK
 HX1236_SETTING: 66 = SET IN ROCK OUTCROP
 HX1236_SP_SET: ROCK CUT
 HX1236_STAMPING: A 226 1961
 HX1236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1236+STABILITY: POSITION/ELEVATION WELL
 HX1236
 HX1236  HISTORY     - Date     Condition        Report By
 HX1236  HISTORY     - 1961     MONUMENTED       CGS
 HX1236
 HX1236                          STATION DESCRIPTION
 HX1236
 HX1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1236'3 MI NW FROM NETTIE.
 HX1236'ABOUT 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX1236'OF STATE HIGHWAY 39 AT NETTIE, 0.5 MILE SOUTHEAST OF THE JUNCTION
 HX1236'OF A NARROW DIRT ROAD LEADING SOUTH DOWN A HILL, NEAR THE
 HX1236'SOUTHWEST END OF THE SOUTHEAST SIDE OF A LONG HORSE SHOE CURVE,
 HX1236'SET VERTICALLY IN THE NORTHWEST FACE OF A 40-BY-10 FOOT ROCK
 HX1236'LEDGE IN A LONG LOW ROCK CUT, 15 FEET SOUTHEAST OF THE CENTER LINE
 HX1236'OF THE HIGHWAY, 29 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK
 HX1236'AND 2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1117 ***********************************************************************
 HX1117  DESIGNATION -  A 227
 HX1117  PID         -  HX1117
 HX1117  STATE/COUNTY-  WV/NICHOLAS
 HX1117  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1117
 HX1117                         *CURRENT SURVEY CONTROL
 HX1117  ___________________________________________________________________
 HX1117* NAD 83(1986)-  38 16 56.     (N)    080 37 52.     (W)     SCALED    
 HX1117* NAVD 88     -       588.896  (meters)    1932.07   (feet)  ADJUSTED  
 HX1117  ___________________________________________________________________
 HX1117  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX1117  DYNAMIC HT  -         588.434 (meters)    1930.55  (feet)  COMP
 HX1117  MODELED GRAV-     979,825.1   (mgal)                       NAVD 88
 HX1117
 HX1117  VERT ORDER  -  SECOND    CLASS 0
 HX1117
 HX1117.The horizontal coordinates were scaled from a topographic map and have
 HX1117.an estimated accuracy of +/- 6 seconds.
 HX1117
 HX1117.The orthometric height was determined by differential leveling
 HX1117.and adjusted by the National Geodetic Survey in June 1991..
 HX1117
 HX1117.The geoid height was determined by GEOID03.
 HX1117
 HX1117.The dynamic height is computed by dividing the NAVD 88
 HX1117.geopotential number by the normal gravity value computed on the
 HX1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1117.degrees latitude (g = 980.6199 gals.).
 HX1117
 HX1117.The modeled gravity was interpolated from observed gravity values.
 HX1117
 HX1117;                    North         East    Units  Estimated Accuracy
 HX1117;SPC WV S     -   142,380.      632,270.      MT  (+/- 180 meters Scaled)
 HX1117
 HX1117                          SUPERSEDED SURVEY CONTROL
 HX1117
 HX1117  NGVD 29 (??/??/92)  589.035  (m)         1932.53   (f) ADJ UNCH    2 0
 HX1117
 HX1117.Superseded values are not recommended for survey control.
 HX1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1117.See file dsdata.txt to determine how the superseded data were derived.
 HX1117
 HX1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC322371(NAD 83)
 HX1117_MARKER: DB = BENCH MARK DISK
 HX1117_SETTING: 66 = SET IN ROCK OUTCROP
 HX1117_SP_SET: ROCK LEDGE
 HX1117_STAMPING: A 227 1961
 HX1117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1117+STABILITY: POSITION/ELEVATION WELL
 HX1117
 HX1117  HISTORY     - Date     Condition        Report By
 HX1117  HISTORY     - 1961     MONUMENTED       CGS
 HX1117
 HX1117                          STATION DESCRIPTION
 HX1117
 HX1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1117'2.9 MI NW FROM HOLCOMB.
 HX1117'ABOUT 2.9 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 HX1117'NORTHWEST END OF THE HIGHWAY BRIDGE OVER CHERRY RIVER AT HOLCOMB,
 HX1117'0.85 MILE SOUTHEAST OF THE GAULEY RIVER BRIDGE, SET VERTICALLY
 HX1117'IN THE NORTHEAST FACE OF A ROCK LEDGE THAT IS 75 FEET LONG, 4
 HX1117'FEET HIGH AND AT A 50 YARDS LONG CUT, 181 YARDS NORTHWEST OF THE
 HX1117'WEST FENCE CORNER AROUND A POWER SUB-STATION, 19 1/2 FEET
 HX1117'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTHEAST
 HX1117'OF A TELEPHONE POLE, 66 FEET SOUTHEAST OF THE NORTHWEST END OF
 HX1117'THE LEDGE AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0963 ***********************************************************************
 HX0963  DESIGNATION -  A 228
 HX0963  PID         -  HX0963
 HX0963  STATE/COUNTY-  WV/GREENBRIER
 HX0963  USGS QUAD   -  TROUT (1995)
 HX0963
 HX0963                         *CURRENT SURVEY CONTROL
 HX0963  ___________________________________________________________________
 HX0963* NAD 83(1986)-  38 02 43.     (N)    080 28 44.     (W)     SCALED    
 HX0963* NAVD 88     -      1039.105  (meters)    3409.13   (feet)  ADJUSTED  
 HX0963  ___________________________________________________________________
 HX0963  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX0963  DYNAMIC HT  -        1038.220 (meters)    3406.23  (feet)  COMP
 HX0963  MODELED GRAV-     979,740.1   (mgal)                       NAVD 88
 HX0963
 HX0963  VERT ORDER  -  SECOND    CLASS 0
 HX0963
 HX0963.The horizontal coordinates were scaled from a topographic map and have
 HX0963.an estimated accuracy of +/- 6 seconds.
 HX0963
 HX0963.The orthometric height was determined by differential leveling
 HX0963.and adjusted by the National Geodetic Survey in June 1991..
 HX0963
 HX0963.The geoid height was determined by GEOID03.
 HX0963
 HX0963.The dynamic height is computed by dividing the NAVD 88
 HX0963.geopotential number by the normal gravity value computed on the
 HX0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0963.degrees latitude (g = 980.6199 gals.).
 HX0963
 HX0963.The modeled gravity was interpolated from observed gravity values.
 HX0963
 HX0963;                    North         East    Units  Estimated Accuracy
 HX0963;SPC WV S     -   116,140.      645,740.      MT  (+/- 180 meters Scaled)
 HX0963
 HX0963                          SUPERSEDED SURVEY CONTROL
 HX0963
 HX0963  NGVD 29 (??/??/92) 1039.229  (m)         3409.54   (f) ADJ UNCH    2 0
 HX0963
 HX0963.Superseded values are not recommended for survey control.
 HX0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0963.See file dsdata.txt to determine how the superseded data were derived.
 HX0963
 HX0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC457109(NAD 83)
 HX0963_MARKER: DB = BENCH MARK DISK
 HX0963_SETTING: 66 = SET IN ROCK OUTCROP
 HX0963_SP_SET: PROJECTING ROCK
 HX0963_STAMPING: A 228 1961
 HX0963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0963+STABILITY: POSITION/ELEVATION WELL
 HX0963
 HX0963  HISTORY     - Date     Condition        Report By
 HX0963  HISTORY     - 1961     MONUMENTED       CGS
 HX0963  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0963
 HX0963                          STATION DESCRIPTION
 HX0963
 HX0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0963'3.4 MI N FROM TROUT.
 HX0963'3.45 MILES NORTH ALONG A BLACK TOP AND GRADED ROAD FROM THE
 HX0963'FIRST BAPTIST CHURCH AT TROUT, ON THE SOUTHWEST SLOPE OF A
 HX0963'MOUNTAIN, ON THE OUTSIDE OF A LONG CURVE, SET ON THE TOP OF THE
 HX0963'SOUTH EDGE OF A ROCK THAT IS 10-FEET LONG X 2-FEET HIGH AND
 HX0963'PROJECTS OUT OF THE MOUNTAIN SIDE, 25 FEET SOUTH OF THE CENTER
 HX0963'LINE OF THE ROAD, 2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HX0963'ROCK THAT IS 10-FEET LONG AND 5-FEET HIGH AND IS ON TOP OF THE
 HX0963'ROCK WITH THE BENCH MARK, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 HX0963'ROAD.
 HX0963
 HX0963                          STATION RECOVERY (1973)
 HX0963
 HX0963'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1296 ***********************************************************************
 HX1296  DESIGNATION -  A 229
 HX1296  PID         -  HX1296
 HX1296  STATE/COUNTY-  WV/NICHOLAS
 HX1296  USGS QUAD   -  NETTIE (1995)
 HX1296
 HX1296                         *CURRENT SURVEY CONTROL
 HX1296  ___________________________________________________________________
 HX1296* NAD 83(1986)-  38 11 08.     (N)    080 41 12.     (W)     SCALED    
 HX1296* NAVD 88     -       807.236  (meters)    2648.41   (feet)  ADJUSTED  
 HX1296  ___________________________________________________________________
 HX1296  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HX1296  DYNAMIC HT  -         806.583 (meters)    2646.26  (feet)  COMP
 HX1296  MODELED GRAV-     979,793.0   (mgal)                       NAVD 88
 HX1296
 HX1296  VERT ORDER  -  SECOND    CLASS 0
 HX1296
 HX1296.The horizontal coordinates were scaled from a topographic map and have
 HX1296.an estimated accuracy of +/- 6 seconds.
 HX1296
 HX1296.The orthometric height was determined by differential leveling
 HX1296.and adjusted by the National Geodetic Survey in June 1991..
 HX1296
 HX1296.The geoid height was determined by GEOID03.
 HX1296
 HX1296.The dynamic height is computed by dividing the NAVD 88
 HX1296.geopotential number by the normal gravity value computed on the
 HX1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1296.degrees latitude (g = 980.6199 gals.).
 HX1296
 HX1296.The modeled gravity was interpolated from observed gravity values.
 HX1296
 HX1296;                    North         East    Units  Estimated Accuracy
 HX1296;SPC WV S     -   131,630.      627,450.      MT  (+/- 180 meters Scaled)
 HX1296
 HX1296                          SUPERSEDED SURVEY CONTROL
 HX1296
 HX1296  NGVD 29 (??/??/92)  807.375  (m)         2648.86   (f) ADJ UNCH    2 0
 HX1296
 HX1296.Superseded values are not recommended for survey control.
 HX1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1296.See file dsdata.txt to determine how the superseded data were derived.
 HX1296
 HX1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC274264(NAD 83)
 HX1296_MARKER: DB = BENCH MARK DISK
 HX1296_SETTING: 66 = SET IN ROCK OUTCROP
 HX1296_SP_SET: ROCK CUT
 HX1296_STAMPING: A 229 1961
 HX1296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1296+STABILITY: POSITION/ELEVATION WELL
 HX1296
 HX1296  HISTORY     - Date     Condition        Report By
 HX1296  HISTORY     - 1961     MONUMENTED       CGS
 HX1296
 HX1296                          STATION DESCRIPTION
 HX1296
 HX1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1296'1.9 MI N FROM LEIVASY.
 HX1296'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX1296'OFFICE AT LEIVASY, 0.75 MILE NORTH OF THE JUNCTION OF THE
 HX1296'JETSVILLE ROAD LEADING EAST, ON THE SOUTH SLOPE OF A MOUNTAIN, AT
 HX1296'THE OUTSIDE OF A CURVE, SET ON THE TOP OF THE NORTH CORNER OF
 HX1296'A ROCK THAT IS 20 FEET LONG AND 3 FEET HIGH, AT THE BASE OF A 10
 HX1296'FOOT HIGH CUT, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX1296'HIGHWAY, 48 FEET SOUTHEAST OF THE WEST END OF A 36 INCH PIPE
 HX1296'CULVERT UNDER THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH CORNER OF
 HX1296'THE ROCK AND 7 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0094 ***********************************************************************
 JX0094  DESIGNATION -  A 23
 JX0094  PID         -  JX0094
 JX0094  STATE/COUNTY-  WV/HARRISON
 JX0094  USGS QUAD   -  CLARKSBURG (1976)
 JX0094
 JX0094                         *CURRENT SURVEY CONTROL
 JX0094  ___________________________________________________________________
 JX0094* NAD 83(1986)-  39 17 23.     (N)    080 21 07.     (W)     SCALED    
 JX0094* NAVD 88     -       296.091  (meters)     971.43   (feet)  ADJUSTED  
 JX0094  ___________________________________________________________________
 JX0094  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JX0094  DYNAMIC HT  -         295.905 (meters)     970.82  (feet)  COMP
 JX0094  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 JX0094
 JX0094  VERT ORDER  -  SECOND    CLASS 0
 JX0094
 JX0094.The horizontal coordinates were scaled from a topographic map and have
 JX0094.an estimated accuracy of +/- 6 seconds.
 JX0094
 JX0094.The orthometric height was determined by differential leveling
 JX0094.and adjusted by the National Geodetic Survey in June 1991..
 JX0094
 JX0094.The geoid height was determined by GEOID03.
 JX0094
 JX0094.The dynamic height is computed by dividing the NAVD 88
 JX0094.geopotential number by the normal gravity value computed on the
 JX0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0094.degrees latitude (g = 980.6199 gals.).
 JX0094
 JX0094.The modeled gravity was interpolated from observed gravity values.
 JX0094
 JX0094;                    North         East    Units  Estimated Accuracy
 JX0094;SPC WV N     -    88,020.      526,510.      MT  (+/- 180 meters Scaled)
 JX0094
 JX0094                          SUPERSEDED SURVEY CONTROL
 JX0094
 JX0094  NGVD 29 (??/??/92)  296.280  (m)          972.05   (f) ADJ UNCH    2 0
 JX0094
 JX0094.Superseded values are not recommended for survey control.
 JX0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0094.See file dsdata.txt to determine how the superseded data were derived.
 JX0094
 JX0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND558491(NAD 83)
 JX0094_MARKER: DB = BENCH MARK DISK
 JX0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0094_SP_SET: WATER TOWER
 JX0094_STAMPING: A-23 1935
 JX0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0094
 JX0094  HISTORY     - Date     Condition        Report By
 JX0094  HISTORY     - 1935     MONUMENTED       CGS
 JX0094
 JX0094                          STATION DESCRIPTION
 JX0094
 JX0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0094'0.9 MI N FROM CLARKSBURG.
 JX0094'12 FEET SOUTH OF NEAREST RAIL OF BALTIMORE AND OHIO RAILROAD
 JX0094'TRACK, SET IN NORTHEAST CORNER OF NORTHWEST BASE OF RAILROAD
 JX0094'WATER TOWER AT THE SHORT LINE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0095 ***********************************************************************
 JX0095  DESIGNATION -  A 23 RESET 1939
 JX0095  PID         -  JX0095
 JX0095  STATE/COUNTY-  WV/HARRISON
 JX0095  USGS QUAD   -  CLARKSBURG (1976)
 JX0095
 JX0095                         *CURRENT SURVEY CONTROL
 JX0095  ___________________________________________________________________
 JX0095* NAD 83(1986)-  39 17 23.     (N)    080 21 07.     (W)     SCALED    
 JX0095* NAVD 88     -       291.50   (meters)     956.4    (feet)  RESET     
 JX0095  ___________________________________________________________________
 JX0095  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JX0095
 JX0095  VERT ORDER  -  THIRD
 JX0095
 JX0095.The horizontal coordinates were scaled from a topographic map and have
 JX0095.an estimated accuracy of +/- 6 seconds.
 JX0095
 JX0095.The orthometric height was computed from unverified reset data.
 JX0095.No vertical observational check was made to the station.
 JX0095
 JX0095.The geoid height was determined by GEOID03.
 JX0095
 JX0095;                    North         East    Units  Estimated Accuracy
 JX0095;SPC WV N     -    88,020.      526,510.      MT  (+/- 180 meters Scaled)
 JX0095
 JX0095                          SUPERSEDED SURVEY CONTROL
 JX0095
 JX0095  NGVD 29 (??/??/??)  291.69   (m)          957.0    (f) RESET       3  
 JX0095
 JX0095.Superseded values are not recommended for survey control.
 JX0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0095.See file dsdata.txt to determine how the superseded data were derived.
 JX0095
 JX0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND558491(NAD 83)
 JX0095_MARKER: DB = BENCH MARK DISK
 JX0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0095_SP_SET: BRIDGE
 JX0095_STAMPING: A 23 RESET 1939
 JX0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0095
 JX0095  HISTORY     - Date     Condition        Report By
 JX0095  HISTORY     - 1939     MONUMENTED       BORR
 JX0095
 JX0095                          STATION DESCRIPTION
 JX0095
 JX0095'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1939
 JX0095'0.9 MI N FROM CLARKSBURG.
 JX0095'0.9 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0095'STATION AT CLARKSBURG, HARRISON COUNTY, AT SHORT LINE JUNCTION,
 JX0095'AT BRIDGE 8 OVER WEST FORK RIVER, IN THE TOP OF THE FIRST CONCRETE
 JX0095'PIER FROM THE WEST END, 3 FEET FROM THE EAST COPING, 4 FEET FROM
 JX0095'THE SOUTH END OF THE PIER, AND ABOUT 14-1/2 FEET LOWER THAN THE
 JX0095'TRACK.  A STANDARD DISK, STAMPED A 23 RESET 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1046 ***********************************************************************
 GX1046  DESIGNATION -  A 230
 GX1046  PID         -  GX1046
 GX1046  STATE/COUNTY-  WV/GREENBRIER
 GX1046  USGS QUAD   -  ASBURY (1979)
 GX1046
 GX1046                         *CURRENT SURVEY CONTROL
 GX1046  ___________________________________________________________________
 GX1046* NAD 83(1986)-  37 50 52.     (N)    080 35 16.     (W)     SCALED    
 GX1046* NAVD 88     -       508.409  (meters)    1668.01   (feet)  ADJUSTED  
 GX1046  ___________________________________________________________________
 GX1046  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX1046  DYNAMIC HT  -         507.985 (meters)    1666.61  (feet)  COMP
 GX1046  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 GX1046
 GX1046  VERT ORDER  -  SECOND    CLASS 0
 GX1046
 GX1046.The horizontal coordinates were scaled from a topographic map and have
 GX1046.an estimated accuracy of +/- 6 seconds.
 GX1046
 GX1046.The orthometric height was determined by differential leveling
 GX1046.and adjusted by the National Geodetic Survey in June 1991..
 GX1046
 GX1046.The geoid height was determined by GEOID03.
 GX1046
 GX1046.The dynamic height is computed by dividing the NAVD 88
 GX1046.geopotential number by the normal gravity value computed on the
 GX1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1046.degrees latitude (g = 980.6199 gals.).
 GX1046
 GX1046.The modeled gravity was interpolated from observed gravity values.
 GX1046
 GX1046;                    North         East    Units  Estimated Accuracy
 GX1046;SPC WV S     -    94,170.      636,280.      MT  (+/- 180 meters Scaled)
 GX1046
 GX1046                          SUPERSEDED SURVEY CONTROL
 GX1046
 GX1046  NGVD 29 (??/??/92)  508.556  (m)         1668.49   (f) ADJ UNCH    2 0
 GX1046
 GX1046.Superseded values are not recommended for survey control.
 GX1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1046.See file dsdata.txt to determine how the superseded data were derived.
 GX1046
 GX1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB362890(NAD 83)
 GX1046_MARKER: DB = BENCH MARK DISK
 GX1046_SETTING: 66 = SET IN ROCK OUTCROP
 GX1046_SP_SET: ROCK
 GX1046_STAMPING: A 230 1961
 GX1046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1046+STABILITY: POSITION/ELEVATION WELL
 GX1046
 GX1046  HISTORY     - Date     Condition        Report By
 GX1046  HISTORY     - 1961     MONUMENTED       CGS
 GX1046
 GX1046                          STATION DESCRIPTION
 GX1046
 GX1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1046'4.4 MI NE FROM BLUE SULPHUR SPRINGS.
 GX1046'ABOUT 1.55 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 GX1046'GOE MEMORIAL CHAPEL AT BLUE SULPHUR SPRINGS, THENCE 2.9 MILES
 GX1046'NORTH AND NORTHEAST ALONG A GRADED AND UNKEMPT ROAD, 0.1 MILE
 GX1046'NORTH OF A 30-FOOT WOODEN BRIDGE OVER MUDDY CREEK, ABOUT 125
 GX1046'YARDS NORTHWEST OF A Y JUNCTION AT A BOARD GATE AND A 15 FOOT
 GX1046'WOODEN BRIDGE OVER A SMALL STREAM, ON THE SOUTH SLOPE OF A HILL,
 GX1046'SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK THAT IS 60 FEET
 GX1046'LONG AND 10 FEET HIGH AT THE SOUTH END OF THE ROCK, 10 FEET
 GX1046'NORTHEAST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTHWEST
 GX1046'OF THE SOUTHEAST END OF THE ROCK AND 2 FEET ABOVE THE LEVEL
 GX1046'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0146 ***********************************************************************
 GX0146  DESIGNATION -  A 231
 GX0146  PID         -  GX0146
 GX0146  STATE/COUNTY-  WV/GREENBRIER
 GX0146  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0146
 GX0146                         *CURRENT SURVEY CONTROL
 GX0146  ___________________________________________________________________
 GX0146* NAD 83(1986)-  37 52 40.     (N)    080 27 11.     (W)     SCALED    
 GX0146* NAVD 88     -       645.472  (meters)    2117.69   (feet)  ADJUSTED  
 GX0146  ___________________________________________________________________
 GX0146  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX0146  DYNAMIC HT  -         644.937 (meters)    2115.93  (feet)  COMP
 GX0146  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 GX0146
 GX0146  VERT ORDER  -  SECOND    CLASS 0
 GX0146
 GX0146.The horizontal coordinates were scaled from a topographic map and have
 GX0146.an estimated accuracy of +/- 6 seconds.
 GX0146
 GX0146.The orthometric height was determined by differential leveling
 GX0146.and adjusted by the National Geodetic Survey in June 1991..
 GX0146
 GX0146.The geoid height was determined by GEOID03.
 GX0146
 GX0146.The dynamic height is computed by dividing the NAVD 88
 GX0146.geopotential number by the normal gravity value computed on the
 GX0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0146.degrees latitude (g = 980.6199 gals.).
 GX0146
 GX0146.The modeled gravity was interpolated from observed gravity values.
 GX0146
 GX0146;                    North         East    Units  Estimated Accuracy
 GX0146;SPC WV S     -    97,570.      648,120.      MT  (+/- 180 meters Scaled)
 GX0146
 GX0146                          SUPERSEDED SURVEY CONTROL
 GX0146
 GX0146  NGVD 29 (??/??/92)  645.622  (m)         2118.18   (f) ADJ UNCH    2 0
 GX0146
 GX0146.Superseded values are not recommended for survey control.
 GX0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0146.See file dsdata.txt to determine how the superseded data were derived.
 GX0146
 GX0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB481923(NAD 83)
 GX0146_MARKER: DB = BENCH MARK DISK
 GX0146_SETTING: 66 = SET IN ROCK OUTCROP
 GX0146_SP_SET: ROCK
 GX0146_STAMPING: A 231 1961
 GX0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0146+STABILITY: POSITION/ELEVATION WELL
 GX0146
 GX0146  HISTORY     - Date     Condition        Report By
 GX0146  HISTORY     - 1961     MONUMENTED       CGS
 GX0146  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0146
 GX0146                          STATION DESCRIPTION
 GX0146
 GX0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0146'7.2 MI NW FROM LEWISBURG.
 GX0146'ABOUT 5.25 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0146'OFFICE AT LEWISBURG, THENCE 1.95 MILES NORTH ALONG COUNTY ROAD
 GX0146'NO. 19 (A BLACK TOP ROAD), 0.1 MILE NORTHEAST OF THE JUNCTION OF
 GX0146'A PRIVATE ROAD LEADING SOUTH TO A LARGE WHITE FARM HOUSE, AT THE
 GX0146'OUTSIDE AND ABOUT 50 YARDS NORTHEAST OF THE CENTER OF A CURVE,
 GX0146'NEAR THE SUMMIT OF A SHORT HILL, SET ON THE TOP OF A 10-FOOT
 GX0146'SQUARE ROCK, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3
 GX0146'FEET EAST OF THE WEST CORNER OF THE ROCK AND 3 FEET ABOVE THE
 GX0146'LEVEL OF THE ROAD.
 GX0146
 GX0146                          STATION RECOVERY (1983)
 GX0146
 GX0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0154 ***********************************************************************
 GX0154  DESIGNATION -  A 232
 GX0154  PID         -  GX0154
 GX0154  STATE/COUNTY-  WV/GREENBRIER
 GX0154  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0154
 GX0154                         *CURRENT SURVEY CONTROL
 GX0154  ___________________________________________________________________
 GX0154* NAD 83(1986)-  37 58 09.     (N)    080 28 26.     (W)     SCALED    
 GX0154* NAVD 88     -       684.092  (meters)    2244.39   (feet)  ADJUSTED  
 GX0154  ___________________________________________________________________
 GX0154  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX0154  DYNAMIC HT  -         683.531 (meters)    2242.55  (feet)  COMP
 GX0154  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 GX0154
 GX0154  VERT ORDER  -  SECOND    CLASS 0
 GX0154
 GX0154.The horizontal coordinates were scaled from a topographic map and have
 GX0154.an estimated accuracy of +/- 6 seconds.
 GX0154
 GX0154.The orthometric height was determined by differential leveling
 GX0154.and adjusted by the National Geodetic Survey in June 1991..
 GX0154
 GX0154.The geoid height was determined by GEOID03.
 GX0154
 GX0154.The dynamic height is computed by dividing the NAVD 88
 GX0154.geopotential number by the normal gravity value computed on the
 GX0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0154.degrees latitude (g = 980.6199 gals.).
 GX0154
 GX0154.The modeled gravity was interpolated from observed gravity values.
 GX0154
 GX0154;                    North         East    Units  Estimated Accuracy
 GX0154;SPC WV S     -   107,700.      646,230.      MT  (+/- 180 meters Scaled)
 GX0154
 GX0154                          SUPERSEDED SURVEY CONTROL
 GX0154
 GX0154  NGVD 29 (??/??/92)  684.244  (m)         2244.89   (f) ADJ UNCH    2 0
 GX0154
 GX0154.Superseded values are not recommended for survey control.
 GX0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0154.See file dsdata.txt to determine how the superseded data were derived.
 GX0154
 GX0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC462025(NAD 83)
 GX0154_MARKER: DB = BENCH MARK DISK
 GX0154_SETTING: 66 = SET IN ROCK OUTCROP
 GX0154_SP_SET: ROCK
 GX0154_STAMPING: A 232 1961
 GX0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0154+STABILITY: POSITION/ELEVATION WELL
 GX0154
 GX0154  HISTORY     - Date     Condition        Report By
 GX0154  HISTORY     - 1961     MONUMENTED       CGS
 GX0154  HISTORY     - 1983     GOOD             NGS
 GX0154
 GX0154                          STATION DESCRIPTION
 GX0154
 GX0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0154'1.2 MI SE FROM WILLIAMSBURG.
 GX0154'ABOUT 1.15 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM A T ROAD
 GX0154'JUNCTION AT WILLIAMSBURG, 0.45 MILE WEST OF A 70 FOOT BRIDGE
 GX0154'OVER CULVERSON CREEK, 0.8 MILE SOUTHEAST OF THE ANDREW CHAPEL
 GX0154'METHODIST CHURCH, AT THE JUNCTION OF A GRADED ROAD LEADING EAST,
 GX0154'AT THE INSIDE OF A CURVE, SET VERTICALLY IN THE SOUTH FACE OF A
 GX0154'ROCK THAT IS ABOUT 10 FEET LONG AND 2 FEET HIGH AND IS PART OF A
 GX0154'HIGH BANK, 17 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 4
 GX0154'FEET WEST OF THE EAST END OF THE ROCK AND 1 FOOT ABOVE THE LEVEL
 GX0154'OF THE ROAD.
 GX0154
 GX0154                          STATION RECOVERY (1983)
 GX0154
 GX0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0961 ***********************************************************************
 GX0961  DESIGNATION -  A 233
 GX0961  PID         -  GX0961
 GX0961  STATE/COUNTY-  WV/GREENBRIER
 GX0961  USGS QUAD   -  CORNSTALK (1981)
 GX0961
 GX0961                         *CURRENT SURVEY CONTROL
 GX0961  ___________________________________________________________________
 GX0961* NAD 83(1986)-  37 56 42.     (N)    080 35 55.     (W)     SCALED    
 GX0961* NAVD 88     -       801.674  (meters)    2630.16   (feet)  ADJUSTED  
 GX0961  ___________________________________________________________________
 GX0961  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX0961  DYNAMIC HT  -         800.992 (meters)    2627.92  (feet)  COMP
 GX0961  MODELED GRAV-     979,751.3   (mgal)                       NAVD 88
 GX0961
 GX0961  VERT ORDER  -  SECOND    CLASS 0
 GX0961
 GX0961.The horizontal coordinates were scaled from a topographic map and have
 GX0961.an estimated accuracy of +/- 6 seconds.
 GX0961
 GX0961.The orthometric height was determined by differential leveling
 GX0961.and adjusted by the National Geodetic Survey in June 1991..
 GX0961
 GX0961.The geoid height was determined by GEOID03.
 GX0961
 GX0961.The dynamic height is computed by dividing the NAVD 88
 GX0961.geopotential number by the normal gravity value computed on the
 GX0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0961.degrees latitude (g = 980.6199 gals.).
 GX0961
 GX0961.The modeled gravity was interpolated from observed gravity values.
 GX0961
 GX0961;                    North         East    Units  Estimated Accuracy
 GX0961;SPC WV S     -   104,960.      635,280.      MT  (+/- 180 meters Scaled)
 GX0961
 GX0961                          SUPERSEDED SURVEY CONTROL
 GX0961
 GX0961  NGVD 29 (??/??/92)  801.807  (m)         2630.60   (f) ADJ UNCH    2 0
 GX0961
 GX0961.Superseded values are not recommended for survey control.
 GX0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0961.See file dsdata.txt to determine how the superseded data were derived.
 GX0961
 GX0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB352997(NAD 83)
 GX0961_MARKER: DB = BENCH MARK DISK
 GX0961_SETTING: 66 = SET IN ROCK OUTCROP
 GX0961_SP_SET: ROCK
 GX0961_STAMPING: A 233 1961
 GX0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0961+STABILITY: POSITION/ELEVATION WELL
 GX0961
 GX0961  HISTORY     - Date     Condition        Report By
 GX0961  HISTORY     - 1961     MONUMENTED       CGS
 GX0961
 GX0961                          STATION DESCRIPTION
 GX0961
 GX0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0961'0.6 MI NE FROM KIEFFER.
 GX0961'ABOUT 0.6 MILE NORTHEAST ALONG A GRADED ROAD FROM THE BEAVER
 GX0961'CREEK BAPTIST CHURCH AT KIEFFER, 0.55 MILE NORTHEAST OF THE
 GX0961'JUNCTION OF A NARROW GRADED ROAD LEADING EAST, 0.1 MILE SOUTHWEST
 GX0961'OF THE JUNCTION OF A SIDE ROAD LEADING NORTH, AT THE INSIDE OF A
 GX0961'CURVE, SET VERTICALLY IN THE WEST FACE OF A ROCK THAT IS 7 FEET
 GX0961'LONG AND 2 FEET HIGH, 13 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GX0961'24 FEET SOUTH OF THE SOUTHEAST CORNER OF A 10 FOOT WOODEN BRIDGE,
 GX0961'AND 1 FOOT ABOVE THE LEVEL OF THE ROAD AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1283 ***********************************************************************
 HX1283  DESIGNATION -  A 234
 HX1283  PID         -  HX1283
 HX1283  STATE/COUNTY-  WV/GREENBRIER
 HX1283  USGS QUAD   -  QUINWOOD (1995)
 HX1283
 HX1283                         *CURRENT SURVEY CONTROL
 HX1283  ___________________________________________________________________
 HX1283* NAD 83(1986)-  38 04 38.     (N)    080 42 28.     (W)     SCALED    
 HX1283* NAVD 88     -       814.234  (meters)    2671.37   (feet)  ADJUSTED  
 HX1283  ___________________________________________________________________
 HX1283  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX1283  DYNAMIC HT  -         813.546 (meters)    2669.11  (feet)  COMP
 HX1283  MODELED GRAV-     979,757.5   (mgal)                       NAVD 88
 HX1283
 HX1283  VERT ORDER  -  SECOND    CLASS 0
 HX1283
 HX1283.The horizontal coordinates were scaled from a topographic map and have
 HX1283.an estimated accuracy of +/- 6 seconds.
 HX1283
 HX1283.The orthometric height was determined by differential leveling
 HX1283.and adjusted by the National Geodetic Survey in June 1991..
 HX1283
 HX1283.The geoid height was determined by GEOID03.
 HX1283
 HX1283.The dynamic height is computed by dividing the NAVD 88
 HX1283.geopotential number by the normal gravity value computed on the
 HX1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1283.degrees latitude (g = 980.6199 gals.).
 HX1283
 HX1283.The modeled gravity was interpolated from observed gravity values.
 HX1283
 HX1283;                    North         East    Units  Estimated Accuracy
 HX1283;SPC WV S     -   119,600.      625,640.      MT  (+/- 180 meters Scaled)
 HX1283
 HX1283                          SUPERSEDED SURVEY CONTROL
 HX1283
 HX1283  NGVD 29 (??/??/92)  814.352  (m)         2671.75   (f) ADJ UNCH    2 0
 HX1283
 HX1283.Superseded values are not recommended for survey control.
 HX1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1283.See file dsdata.txt to determine how the superseded data were derived.
 HX1283
 HX1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC256144(NAD 83)
 HX1283_MARKER: DB = BENCH MARK DISK
 HX1283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1283_SP_SET: BRIDGE
 HX1283_STAMPING: A 234 1961
 HX1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1283
 HX1283  HISTORY     - Date     Condition        Report By
 HX1283  HISTORY     - 1961     MONUMENTED       CGS
 HX1283
 HX1283                          STATION DESCRIPTION
 HX1283
 HX1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1283'1.4 MI N FROM QUINWOOD.
 HX1283'ABOUT 1.45 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 HX1283'OF MAIN STREET AT QUINWOOD, 0.75 MILES NORTH OF THE CHESAPEAKE
 HX1283'AND OHIO RAILWAY OVERPASS OVER THE HIGHWAY, 0.4 MILE SOUTH OF THE
 HX1283'GREENBRIER-NICHOLAS COUNTY LINE, SET ON TOP OF THE CONCRETE
 HX1283'WINGWALL NEAR THE SOUTHWEST CORNER OF A 20 FOOT CONCRETE BRIDGE
 HX1283'OVER PRICE FORK, 14 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HX1283'AND ABOUT LEVEL WITH THE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1827 ***********************************************************************
 HX1827  DESIGNATION -  A 235
 HX1827  PID         -  HX1827
 HX1827  STATE/COUNTY-  WV/NICHOLAS
 HX1827  USGS QUAD   -  LOCKWOOD (1976)
 HX1827
 HX1827                         *CURRENT SURVEY CONTROL
 HX1827  ___________________________________________________________________
 HX1827* NAD 83(1986)-  38 15 40.     (N)    081 06 01.     (W)     SCALED    
 HX1827* NAVD 88     -       341.355  (meters)    1119.93   (feet)  ADJUSTED  
 HX1827  ___________________________________________________________________
 HX1827  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HX1827  DYNAMIC HT  -         341.106 (meters)    1119.11  (feet)  COMP
 HX1827  MODELED GRAV-     979,888.4   (mgal)                       NAVD 88
 HX1827
 HX1827  VERT ORDER  -  SECOND    CLASS 0
 HX1827
 HX1827.The horizontal coordinates were scaled from a topographic map and have
 HX1827.an estimated accuracy of +/- 6 seconds.
 HX1827
 HX1827.The orthometric height was determined by differential leveling
 HX1827.and adjusted by the National Geodetic Survey in June 1991..
 HX1827
 HX1827.The geoid height was determined by GEOID03.
 HX1827
 HX1827.The dynamic height is computed by dividing the NAVD 88
 HX1827.geopotential number by the normal gravity value computed on the
 HX1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1827.degrees latitude (g = 980.6199 gals.).
 HX1827
 HX1827.The modeled gravity was interpolated from observed gravity values.
 HX1827
 HX1827;                    North         East    Units  Estimated Accuracy
 HX1827;SPC WV S     -   139,970.      591,220.      MT  (+/- 180 meters Scaled)
 HX1827
 HX1827                          SUPERSEDED SURVEY CONTROL
 HX1827
 HX1827  NGVD 29 (??/??/92)  341.535  (m)         1120.52   (f) ADJ UNCH    2 0
 HX1827
 HX1827.Superseded values are not recommended for survey control.
 HX1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1827.See file dsdata.txt to determine how the superseded data were derived.
 HX1827
 HX1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC912347(NAD 83)
 HX1827_MARKER: DB = BENCH MARK DISK
 HX1827_SETTING: 66 = SET IN ROCK OUTCROP
 HX1827_SP_SET: ROCK LEDGE
 HX1827_STAMPING: A 235 1961
 HX1827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1827+STABILITY: POSITION/ELEVATION WELL
 HX1827
 HX1827  HISTORY     - Date     Condition        Report By
 HX1827  HISTORY     - 1961     MONUMENTED       CGS
 HX1827
 HX1827                          STATION DESCRIPTION
 HX1827
 HX1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1827'2.5 MI NE FROM SWISS.
 HX1827'ABOUT 2.5 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE
 HX1827'MISSIONARY BAPTIST CHURCH AT SWISS, 28 YARDS SOUTHWEST AND ACROSS
 HX1827'THE HIGHWAY FROM A GAS WELL, SET ON THE TOP OF THE SOUTHEAST
 HX1827'CORNER OF A ROCK LEDGE, (THE LEDGE IS ABOUT 12 FEET LONG AND
 HX1827'4 FEET WIDE), 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HX1827'1/2 FOOT NORTHWEST OF THE SOUTHEAST CORNER OF THE LEDGE AND
 HX1827'5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1358 ***********************************************************************
 HX1358  DESIGNATION -  A 236
 HX1358  PID         -  HX1358
 HX1358  STATE/COUNTY-  WV/NICHOLAS
 HX1358  USGS QUAD   -  MOUNT NEBO (1976)
 HX1358
 HX1358                         *CURRENT SURVEY CONTROL
 HX1358  ___________________________________________________________________
 HX1358* NAD 83(1986)-  38 09 11.     (N)    080 45 54.     (W)     SCALED    
 HX1358* NAVD 88     -       875.026  (meters)    2870.81   (feet)  ADJUSTED  
 HX1358  ___________________________________________________________________
 HX1358  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HX1358  DYNAMIC HT  -         874.332 (meters)    2868.54  (feet)  COMP
 HX1358  MODELED GRAV-     979,805.2   (mgal)                       NAVD 88
 HX1358
 HX1358  VERT ORDER  -  SECOND    CLASS 0
 HX1358
 HX1358.The horizontal coordinates were scaled from a topographic map and have
 HX1358.an estimated accuracy of +/- 6 seconds.
 HX1358
 HX1358.The orthometric height was determined by differential leveling
 HX1358.and adjusted by the National Geodetic Survey in June 1991..
 HX1358
 HX1358.The geoid height was determined by GEOID03.
 HX1358
 HX1358.The dynamic height is computed by dividing the NAVD 88
 HX1358.geopotential number by the normal gravity value computed on the
 HX1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1358.degrees latitude (g = 980.6199 gals.).
 HX1358
 HX1358.The modeled gravity was interpolated from observed gravity values.
 HX1358
 HX1358;                    North         East    Units  Estimated Accuracy
 HX1358;SPC WV S     -   128,000.      620,600.      MT  (+/- 180 meters Scaled)
 HX1358
 HX1358                          SUPERSEDED SURVEY CONTROL
 HX1358
 HX1358  NGVD 29 (??/??/92)  875.186  (m)         2871.34   (f) ADJ UNCH    2 0
 HX1358
 HX1358.Superseded values are not recommended for survey control.
 HX1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1358.See file dsdata.txt to determine how the superseded data were derived.
 HX1358
 HX1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC205228(NAD 83)
 HX1358_MARKER: DB = BENCH MARK DISK
 HX1358_SETTING: 80 = SET IN A BOULDER
 HX1358_SP_SET: BOULDER
 HX1358_STAMPING: A 236 1962
 HX1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1358+STABILITY: SURFACE MOTION
 HX1358
 HX1358  HISTORY     - Date     Condition        Report By
 HX1358  HISTORY     - 1962     MONUMENTED       CGS
 HX1358
 HX1358                          STATION DESCRIPTION
 HX1358
 HX1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1358'5.8 MI W FROM LEIVASY.
 HX1358'ABOUT 0.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX1358'OFFICE AT LEIVASY, THENCE ABOUT 5.5 MILES WEST ALONG A BLACK TOP
 HX1358'ROAD, ON THE INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING SOUTH
 HX1358'AND WEST, SET VERTICALLY IN THE EAST FACE OF A BOULDER WITH
 HX1358'ROUNDED CORNERS ABOUT 6 FEET WIDE PROJECTING 4 FEET AND IS PART
 HX1358'OF A LONG CUT ABOUT 12 FEET HIGH AT BENCH MARK, ABOUT 135 FEET
 HX1358'NORTH OF THE SOUTH END OF THE CUT, 13 1/2 FEET WEST OF THE
 HX1358'CENTER LINE OF THE ROAD, 0.45 MILES SOUTHEAST OF THE JUNCTION
 HX1358'OF A BLACK TOP ROAD LEADING NORTH TO BRUCE, AND ABOUT 2 1/2
 HX1358'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1396 ***********************************************************************
 HX1396  DESIGNATION -  A 237
 HX1396  PID         -  HX1396
 HX1396  STATE/COUNTY-  WV/GREENBRIER
 HX1396  USGS QUAD   -  CORLISS (1976)
 HX1396
 HX1396                         *CURRENT SURVEY CONTROL
 HX1396  ___________________________________________________________________
 HX1396* NAD 83(1986)-  38 04 31.     (N)    080 51 38.     (W)     SCALED    
 HX1396* NAVD 88     -       816.142  (meters)    2677.63   (feet)  ADJUSTED  
 HX1396  ___________________________________________________________________
 HX1396  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HX1396  DYNAMIC HT  -         815.500 (meters)    2675.52  (feet)  COMP
 HX1396  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 HX1396
 HX1396  VERT ORDER  -  SECOND    CLASS 0
 HX1396
 HX1396.The horizontal coordinates were scaled from a topographic map and have
 HX1396.an estimated accuracy of +/- 6 seconds.
 HX1396
 HX1396.The orthometric height was determined by differential leveling
 HX1396.and adjusted by the National Geodetic Survey in June 1991..
 HX1396
 HX1396.The geoid height was determined by GEOID03.
 HX1396
 HX1396.The dynamic height is computed by dividing the NAVD 88
 HX1396.geopotential number by the normal gravity value computed on the
 HX1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1396.degrees latitude (g = 980.6199 gals.).
 HX1396
 HX1396.The modeled gravity was interpolated from observed gravity values.
 HX1396
 HX1396;                    North         East    Units  Estimated Accuracy
 HX1396;SPC WV S     -   119,350.      612,230.      MT  (+/- 180 meters Scaled)
 HX1396
 HX1396                          SUPERSEDED SURVEY CONTROL
 HX1396
 HX1396  NGVD 29 (??/??/92)  816.312  (m)         2678.18   (f) ADJ UNCH    2 0
 HX1396
 HX1396.Superseded values are not recommended for survey control.
 HX1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1396.See file dsdata.txt to determine how the superseded data were derived.
 HX1396
 HX1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC122141(NAD 83)
 HX1396_MARKER: DB = BENCH MARK DISK
 HX1396_SETTING: 80 = SET IN A BOULDER
 HX1396_SP_SET: BOULDER
 HX1396_STAMPING: A 237 1962
 HX1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1396+STABILITY: SURFACE MOTION
 HX1396
 HX1396  HISTORY     - Date     Condition        Report By
 HX1396  HISTORY     - 1962     MONUMENTED       CGS
 HX1396
 HX1396                          STATION DESCRIPTION
 HX1396
 HX1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1396'2.2 MI NE FROM RUSSELLVILLE.
 HX1396'ABOUT 2.2 MILES NORTHEAST ALONG A BLACK TOP AND GRADED ROAD
 HX1396'FROM THE POST OFFICE AT RUSSELLVILLE, ABOUT 0.8 MILE NORTHEAST
 HX1396'OF CEMETERY HILL METHODIST CHURCH, ON THE OUTSIDE OF LONG CURVE
 HX1396'WITH TANGENTS EXTENDING SOUTH AND WEST, AT THE WEST END OF THE
 HX1396'CURVE, SET ON TOP OF A FLAT BOULDER ABOUT 12 BY 10-FEET WIDE
 HX1396'PROJECTING 2 1/2 FEET, 48 FEET NORTH OF CENTER LINE OF THE ROAD,
 HX1396'6 FEET SOUTH OF THE NORTH EDGE OF THE BOULDER, 4.5 FEET WEST OF
 HX1396'THE EAST END OF BOULDER, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE
 HX1396'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1196 ***********************************************************************
 HX1196  DESIGNATION -  A 238
 HX1196  PID         -  HX1196
 HX1196  STATE/COUNTY-  WV/NICHOLAS
 HX1196  USGS QUAD   -  RICHWOOD (1995)
 HX1196
 HX1196                         *CURRENT SURVEY CONTROL
 HX1196  ___________________________________________________________________
 HX1196* NAD 83(1986)-  38 14 07.     (N)    080 31 45.     (W)     SCALED    
 HX1196* NAVD 88     -       699.501  (meters)    2294.95   (feet)  ADJUSTED  
 HX1196  ___________________________________________________________________
 HX1196  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX1196  DYNAMIC HT  -         698.947 (meters)    2293.13  (feet)  COMP
 HX1196  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 HX1196
 HX1196  VERT ORDER  -  SECOND    CLASS 0
 HX1196
 HX1196.The horizontal coordinates were scaled from a topographic map and have
 HX1196.an estimated accuracy of +/- 6 seconds.
 HX1196
 HX1196.The orthometric height was determined by differential leveling
 HX1196.and adjusted by the National Geodetic Survey in June 1991..
 HX1196
 HX1196.The geoid height was determined by GEOID03.
 HX1196
 HX1196.The dynamic height is computed by dividing the NAVD 88
 HX1196.geopotential number by the normal gravity value computed on the
 HX1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1196.degrees latitude (g = 980.6199 gals.).
 HX1196
 HX1196.The modeled gravity was interpolated from observed gravity values.
 HX1196
 HX1196;                    North         East    Units  Estimated Accuracy
 HX1196;SPC WV S     -   137,210.      641,220.      MT  (+/- 180 meters Scaled)
 HX1196
 HX1196                          SUPERSEDED SURVEY CONTROL
 HX1196
 HX1196  NGVD 29 (??/??/92)  699.641  (m)         2295.41   (f) ADJ UNCH    2 0
 HX1196
 HX1196.Superseded values are not recommended for survey control.
 HX1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1196.See file dsdata.txt to determine how the superseded data were derived.
 HX1196
 HX1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC412320(NAD 83)
 HX1196_MARKER: DB = BENCH MARK DISK
 HX1196_SETTING: 66 = SET IN ROCK OUTCROP
 HX1196_SP_SET: ROCK CUT
 HX1196_STAMPING: A 238 1962
 HX1196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1196+STABILITY: POSITION/ELEVATION WELL
 HX1196
 HX1196  HISTORY     - Date     Condition        Report By
 HX1196  HISTORY     - 1962     MONUMENTED       CGS
 HX1196
 HX1196                          STATION DESCRIPTION
 HX1196
 HX1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1196'0.9 MI NE FROM RICHWOOD.
 HX1196'ABOUT 0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1196'OFFICE AT RICHWOOD, AT THE JUNCTION OF COUNTY ROAD 76, A BLACK
 HX1196'TOP ROAD LEADING NORTH, DIRECTLY ACROSS THE HIGHWAY FROM THE LAKE
 HX1196'DRIVE-IN RESTAURANT, SET VERTICALLY IN THE NORTH FACE OF A
 HX1196'POINTED ROCK AT THE EAST END PART OF A 20 FOOT CUT, 90 FEET NORTH
 HX1196'OF CENTER OF THE JUNCTION, 17 FEET WEST OF CENTER LINE OF THE
 HX1196'COUNTY ROAD 76, 2.5 FEET WEST OF THE EAST END OF THE ROCK, AND
 HX1196'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1309 ***********************************************************************
 HX1309  DESIGNATION -  A 239
 HX1309  PID         -  HX1309
 HX1309  STATE/COUNTY-  WV/GREENBRIER
 HX1309  USGS QUAD   -  RICHWOOD (1995)
 HX1309
 HX1309                         *CURRENT SURVEY CONTROL
 HX1309  ___________________________________________________________________
 HX1309* NAD 83(1986)-  38 11 35.     (N)    080 31 17.     (W)     SCALED    
 HX1309* NAVD 88     -       875.630  (meters)    2872.80   (feet)  ADJUSTED  
 HX1309  ___________________________________________________________________
 HX1309  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HX1309  DYNAMIC HT  -         874.920 (meters)    2870.47  (feet)  COMP
 HX1309  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 HX1309
 HX1309  VERT ORDER  -  SECOND    CLASS 0
 HX1309
 HX1309.The horizontal coordinates were scaled from a topographic map and have
 HX1309.an estimated accuracy of +/- 6 seconds.
 HX1309
 HX1309.The orthometric height was determined by differential leveling
 HX1309.and adjusted by the National Geodetic Survey in June 1991..
 HX1309
 HX1309.The geoid height was determined by GEOID03.
 HX1309
 HX1309.The dynamic height is computed by dividing the NAVD 88
 HX1309.geopotential number by the normal gravity value computed on the
 HX1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1309.degrees latitude (g = 980.6199 gals.).
 HX1309
 HX1309.The modeled gravity was interpolated from observed gravity values.
 HX1309
 HX1309;                    North         East    Units  Estimated Accuracy
 HX1309;SPC WV S     -   132,520.      641,920.      MT  (+/- 180 meters Scaled)
 HX1309
 HX1309                          SUPERSEDED SURVEY CONTROL
 HX1309
 HX1309  NGVD 29 (??/??/92)  875.768  (m)         2873.25   (f) ADJ UNCH    2 0
 HX1309
 HX1309.Superseded values are not recommended for survey control.
 HX1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1309.See file dsdata.txt to determine how the superseded data were derived.
 HX1309
 HX1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC419273(NAD 83)
 HX1309_MARKER: DB = BENCH MARK DISK
 HX1309_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1309_SP_SET: UNSPECIFIED ROCK
 HX1309_STAMPING: A 239 1962
 HX1309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1309
 HX1309  HISTORY     - Date     Condition        Report By
 HX1309  HISTORY     - 1962     MONUMENTED       CGS
 HX1309
 HX1309                          STATION DESCRIPTION
 HX1309
 HX1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1309'2.6 MI S FROM RICHWOOD.
 HX1309'ABOUT 2.6 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION
 HX1309'OF RIVERSIDE DRIVE AT RICHWOOD, ABOUT 0.25 MILES SOUTH OF A 20
 HX1309'FOOT CONCRETE BRIDGE OVER LITTLE LAUREL CREEK, SET IN TOP OF THE
 HX1309'NORTHEAST EDGE OF A ROCK ABOUT 20-FEET LONG BY 12-FEET WIDE BY
 HX1309'7-FEET HIGH ON THE NORTHEAST END, THE NORTHEAST END IS ROUNDED
 HX1309'OFF INTO A HALF CIRCLE, 19.5 FEET SOUTHWEST OF CENTER LINE OF
 HX1309'THE ROAD, 1 FOOT SOUTHEAST OF THE NORTHEAST EDGE OF THE ROCK, AND
 HX1309'ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0457 ***********************************************************************
 JX0457  DESIGNATION -  A 24
 JX0457  PID         -  JX0457
 JX0457  STATE/COUNTY-  WV/WETZEL
 JX0457  USGS QUAD   -  PORTERS FALLS (1976)
 JX0457
 JX0457                         *CURRENT SURVEY CONTROL
 JX0457  ___________________________________________________________________
 JX0457* NAD 83(1986)-  39 35 23.     (N)    080 48 32.     (W)     SCALED    
 JX0457* NAVD 88     -       196.680  (meters)     645.27   (feet)  ADJUSTED  
 JX0457  ___________________________________________________________________
 JX0457  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JX0457  DYNAMIC HT  -         196.566 (meters)     644.90  (feet)  COMP
 JX0457  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 JX0457
 JX0457  VERT ORDER  -  SECOND    CLASS 0
 JX0457
 JX0457.The horizontal coordinates were scaled from a topographic map and have
 JX0457.an estimated accuracy of +/- 6 seconds.
 JX0457
 JX0457.The orthometric height was determined by differential leveling
 JX0457.and adjusted by the National Geodetic Survey in June 1991..
 JX0457
 JX0457.The geoid height was determined by GEOID03.
 JX0457
 JX0457.The dynamic height is computed by dividing the NAVD 88
 JX0457.geopotential number by the normal gravity value computed on the
 JX0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0457.degrees latitude (g = 980.6199 gals.).
 JX0457
 JX0457.The modeled gravity was interpolated from observed gravity values.
 JX0457
 JX0457;                    North         East    Units  Estimated Accuracy
 JX0457;SPC WV N     -   121,800.      487,570.      MT  (+/- 180 meters Scaled)
 JX0457
 JX0457                          SUPERSEDED SURVEY CONTROL
 JX0457
 JX0457  NGVD 29 (??/??/92)  196.840  (m)          645.80   (f) ADJ UNCH    2 0
 JX0457
 JX0457.Superseded values are not recommended for survey control.
 JX0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0457.See file dsdata.txt to determine how the superseded data were derived.
 JX0457
 JX0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND164822(NAD 83)
 JX0457_MARKER: DB = BENCH MARK DISK
 JX0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0457_STAMPING: A 24 1935
 JX0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0457+STABILITY: SURFACE MOTION
 JX0457
 JX0457  HISTORY     - Date     Condition        Report By
 JX0457  HISTORY     - 1935     MONUMENTED       CGS
 JX0457  HISTORY     - 1957     GOOD             NGS
 JX0457
 JX0457                          STATION DESCRIPTION
 JX0457
 JX0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0457'3.4 MI W FROM PORTERS FALLS.
 JX0457'ABOUT 3.45 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0457'THE BRIDGE OVER FISHING CREEK AT PORTERS FALLS, AT GRAVEL ROAD
 JX0457'CROSSING AT MINNIE, 23 FEET NORTH OF NORTH RAIL, 139 FEET EAST
 JX0457'OF CENTER LINE OF ROAD CROSSING, 4 FEET WEST OF MILEAGE POLE
 JX0457'NO. 7+17, IN LINE WITH THE ROW OF POLES, ABOUT 2 1/2 FEET BELOW
 JX0457'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX0457'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0984 ***********************************************************************
 HX0984  DESIGNATION -  A 240
 HX0984  PID         -  HX0984
 HX0984  STATE/COUNTY-  WV/WEBSTER
 HX0984  USGS QUAD   -  COWEN (1995)
 HX0984
 HX0984                         *CURRENT SURVEY CONTROL
 HX0984  ___________________________________________________________________
 HX0984* NAD 83(1986)-  38 24 40.     (N)    080 32 23.     (W)     SCALED    
 HX0984* NAVD 88     -       705.104  (meters)    2313.33   (feet)  ADJUSTED  
 HX0984  ___________________________________________________________________
 HX0984  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HX0984  DYNAMIC HT  -         704.567 (meters)    2311.57  (feet)  COMP
 HX0984  MODELED GRAV-     979,843.4   (mgal)                       NAVD 88
 HX0984
 HX0984  VERT ORDER  -  SECOND    CLASS 0
 HX0984
 HX0984.The horizontal coordinates were scaled from a topographic map and have
 HX0984.an estimated accuracy of +/- 6 seconds.
 HX0984
 HX0984.The orthometric height was determined by differential leveling
 HX0984.and adjusted by the National Geodetic Survey in June 1991..
 HX0984
 HX0984.The geoid height was determined by GEOID03.
 HX0984
 HX0984.The dynamic height is computed by dividing the NAVD 88
 HX0984.geopotential number by the normal gravity value computed on the
 HX0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0984.degrees latitude (g = 980.6199 gals.).
 HX0984
 HX0984.The modeled gravity was interpolated from observed gravity values.
 HX0984
 HX0984;                    North         East    Units  Estimated Accuracy
 HX0984;SPC WV S     -   156,720.      640,200.      MT  (+/- 180 meters Scaled)
 HX0984
 HX0984                          SUPERSEDED SURVEY CONTROL
 HX0984
 HX0984  NGVD 29 (??/??/92)  705.258  (m)         2313.83   (f) ADJ UNCH    2 0
 HX0984
 HX0984.Superseded values are not recommended for survey control.
 HX0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0984.See file dsdata.txt to determine how the superseded data were derived.
 HX0984
 HX0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC401515(NAD 83)
 HX0984_MARKER: DB = BENCH MARK DISK
 HX0984_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0984_SP_SET: ABUTMENT
 HX0984_STAMPING: A 240 1962
 HX0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0984
 HX0984  HISTORY     - Date     Condition        Report By
 HX0984  HISTORY     - 1962     MONUMENTED       CGS
 HX0984
 HX0984                          STATION DESCRIPTION
 HX0984
 HX0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0984'1 MI E FROM COWEN.
 HX0984'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 HX0984'BAPTIST CHURCH AT COWEN, 19 FEET SOUTHWEST OF CENTER LINE OF
 HX0984'HIGHWAY, 5 FEET BELOW LEVEL OF HIGHWAY, 1.4 FEET NORTHEAST OF
 HX0984'SOUTHWEST EDGE OF ABUTMENT, AND SET ON TOP OF SOUTHEAST ABUTMENT
 HX0984'OF BALTIMORE AND OHIO RAILROAD UNDERPASS UNDER HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0978 ***********************************************************************
 HX0978  DESIGNATION -  A 241
 HX0978  PID         -  HX0978
 HX0978  STATE/COUNTY-  WV/WEBSTER
 HX0978  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0978
 HX0978                         *CURRENT SURVEY CONTROL
 HX0978  ___________________________________________________________________
 HX0978* NAD 83(1986)-  38 18 14.     (N)    080 29 10.     (W)     SCALED    
 HX0978* NAVD 88     -       703.516  (meters)    2308.12   (feet)  ADJUSTED  
 HX0978  ___________________________________________________________________
 HX0978  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HX0978  DYNAMIC HT  -         702.940 (meters)    2306.23  (feet)  COMP
 HX0978  MODELED GRAV-     979,787.7   (mgal)                       NAVD 88
 HX0978
 HX0978  VERT ORDER  -  SECOND    CLASS 0
 HX0978
 HX0978.The horizontal coordinates were scaled from a topographic map and have
 HX0978.an estimated accuracy of +/- 6 seconds.
 HX0978
 HX0978.The orthometric height was determined by differential leveling
 HX0978.and adjusted by the National Geodetic Survey in June 1991..
 HX0978
 HX0978.The geoid height was determined by GEOID03.
 HX0978
 HX0978.The dynamic height is computed by dividing the NAVD 88
 HX0978.geopotential number by the normal gravity value computed on the
 HX0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0978.degrees latitude (g = 980.6199 gals.).
 HX0978
 HX0978.The modeled gravity was interpolated from observed gravity values.
 HX0978
 HX0978;                    North         East    Units  Estimated Accuracy
 HX0978;SPC WV S     -   144,840.      644,950.      MT  (+/- 180 meters Scaled)
 HX0978
 HX0978                          SUPERSEDED SURVEY CONTROL
 HX0978
 HX0978  NGVD 29 (??/??/92)  703.628  (m)         2308.49   (f) ADJ UNCH    2 0
 HX0978
 HX0978.Superseded values are not recommended for survey control.
 HX0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0978.See file dsdata.txt to determine how the superseded data were derived.
 HX0978
 HX0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC449396(NAD 83)
 HX0978_MARKER: DB = BENCH MARK DISK
 HX0978_SETTING: 66 = SET IN ROCK OUTCROP
 HX0978_SP_SET: PROJECTING ROCK
 HX0978_STAMPING: A 241 1962
 HX0978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0978+STABILITY: POSITION/ELEVATION WELL
 HX0978
 HX0978  HISTORY     - Date     Condition        Report By
 HX0978  HISTORY     - 1962     MONUMENTED       CGS
 HX0978
 HX0978                          STATION DESCRIPTION
 HX0978
 HX0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0978'9.3 MI N FROM RICHWOOD.
 HX0978'0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 HX0978'AT RICHWOOD, THENCE ABOUT 2.4 MILES NORTH ALONG A COUNTY ROAD
 HX0978'76, THENCE ABOUT 6 MILES NORTH ALONG FOREST SERVICE ROAD 76
 HX0978'(A GRADED ROAD), ON THE INSIDE OF A CURVE WITH TANGENTS
 HX0978'EXTENDING NORTH AND WEST, SET VERTICALLY IN THE SOUTHEAST FACE
 HX0978'OF THE SOUTHEAST END OF A ROCK ABOUT 50 FEET LONG BY 18 FEET
 HX0978'WIDE PROJECTNG 12 FEET AT THE SOUTHEAST END, SETTING END-WAYS
 HX0978'TO THE ROAD, 25 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 HX0978'2.5 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 4 FEET ABOVE
 HX0978'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0813 ***********************************************************************
 HX0813  DESIGNATION -  A 242
 HX0813  PID         -  HX0813
 HX0813  STATE/COUNTY-  WV/POCAHONTAS
 HX0813  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0813
 HX0813                         *CURRENT SURVEY CONTROL
 HX0813  ___________________________________________________________________
 HX0813* NAD 83(1986)-  38 15 34.     (N)    080 19 48.     (W)     SCALED    
 HX0813* NAVD 88     -       957.524  (meters)    3141.48   (feet)  ADJUSTED  
 HX0813  ___________________________________________________________________
 HX0813  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HX0813  DYNAMIC HT  -         956.715 (meters)    3138.82  (feet)  COMP
 HX0813  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 HX0813
 HX0813  VERT ORDER  -  SECOND    CLASS 0
 HX0813
 HX0813.The horizontal coordinates were scaled from a topographic map and have
 HX0813.an estimated accuracy of +/- 6 seconds.
 HX0813
 HX0813.The orthometric height was determined by differential leveling
 HX0813.and adjusted by the National Geodetic Survey in June 1991..
 HX0813
 HX0813.The geoid height was determined by GEOID03.
 HX0813
 HX0813.The dynamic height is computed by dividing the NAVD 88
 HX0813.geopotential number by the normal gravity value computed on the
 HX0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0813.degrees latitude (g = 980.6199 gals.).
 HX0813
 HX0813.The modeled gravity was interpolated from observed gravity values.
 HX0813
 HX0813;                    North         East    Units  Estimated Accuracy
 HX0813;SPC WV S     -   140,000.      658,640.      MT  (+/- 180 meters Scaled)
 HX0813
 HX0813                          SUPERSEDED SURVEY CONTROL
 HX0813
 HX0813  NGVD 29 (??/??/92)  957.602  (m)         3141.73   (f) ADJ UNCH    2 0
 HX0813
 HX0813.Superseded values are not recommended for survey control.
 HX0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0813.See file dsdata.txt to determine how the superseded data were derived.
 HX0813
 HX0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC586348(NAD 83)
 HX0813_MARKER: DB = BENCH MARK DISK
 HX0813_SETTING: 80 = SET IN A BOULDER
 HX0813_SP_SET: BOULDER
 HX0813_STAMPING: A 242 1962
 HX0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0813+STABILITY: SURFACE MOTION
 HX0813
 HX0813  HISTORY     - Date     Condition        Report By
 HX0813  HISTORY     - 1962     MONUMENTED       CGS
 HX0813
 HX0813                          STATION DESCRIPTION
 HX0813
 HX0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0813'14.2 MI NW FROM MILL POINT.
 HX0813'6.7 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX0813'U.S. HIGHWAY 219 AT MILL POINT, THENCE 7.1 MILES NORTHWEST ALONG
 HX0813'FOREST SERVICE ROAD 102, THENCE 0.4 MILE NORTHWEST ALONG FOREST
 HX0813'SERVICE ROAD 76, ABOUT 0.4 MILE NORTHWEST OF A 60 FOOT WOODEN
 HX0813'FLOOR STEEL BRIDGE OVER NORTH FORK OF CRANBERRY RIVER, ON THE
 HX0813'INSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHWEST AND NORTHEAST,
 HX0813'SET VERTICALLY IN SOUTH FACE AND CENTER OF A 12 FOOT LONG-BY-4 1/2
 HX0813'FOOT HIGH EMBEDDED BOULDER, 14 FEET NORTH OF THE CENTER LINE
 HX0813'OF ROAD, AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0868 ***********************************************************************
 HX0868  DESIGNATION -  A 243
 HX0868  PID         -  HX0868
 HX0868  STATE/COUNTY-  WV/GREENBRIER
 HX0868  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0868
 HX0868                         *CURRENT SURVEY CONTROL
 HX0868  ___________________________________________________________________
 HX0868* NAD 83(1986)-  38 14 01.     (N)    080 24 23.     (W)     SCALED    
 HX0868* NAVD 88     -       954.509  (meters)    3131.58   (feet)  ADJUSTED  
 HX0868  ___________________________________________________________________
 HX0868  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HX0868  DYNAMIC HT  -         953.709 (meters)    3128.96  (feet)  COMP
 HX0868  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 HX0868
 HX0868  VERT ORDER  -  SECOND    CLASS 0
 HX0868
 HX0868.The horizontal coordinates were scaled from a topographic map and have
 HX0868.an estimated accuracy of +/- 6 seconds.
 HX0868
 HX0868.The orthometric height was determined by differential leveling
 HX0868.and adjusted by the National Geodetic Survey in June 1991..
 HX0868
 HX0868.The geoid height was determined by GEOID03.
 HX0868
 HX0868.The dynamic height is computed by dividing the NAVD 88
 HX0868.geopotential number by the normal gravity value computed on the
 HX0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0868.degrees latitude (g = 980.6199 gals.).
 HX0868
 HX0868.The modeled gravity was interpolated from observed gravity values.
 HX0868
 HX0868;                    North         East    Units  Estimated Accuracy
 HX0868;SPC WV S     -   137,080.      651,970.      MT  (+/- 180 meters Scaled)
 HX0868
 HX0868                          SUPERSEDED SURVEY CONTROL
 HX0868
 HX0868  NGVD 29 (??/??/92)  954.598  (m)         3131.88   (f) ADJ UNCH    2 0
 HX0868
 HX0868.Superseded values are not recommended for survey control.
 HX0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0868.See file dsdata.txt to determine how the superseded data were derived.
 HX0868
 HX0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC519319(NAD 83)
 HX0868_MARKER: DB = BENCH MARK DISK
 HX0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0868_SP_SET: CULVERT
 HX0868_STAMPING: A 243 1962
 HX0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0868
 HX0868  HISTORY     - Date     Condition        Report By
 HX0868  HISTORY     - 1962     MONUMENTED       CGS
 HX0868
 HX0868                          STATION DESCRIPTION
 HX0868
 HX0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0868'11.3 MI E FROM RICHWOOD.
 HX0868'11.3 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 HX0868'RICHWOOD, ON THE OUTSIDE OF A SHARP CURVE WITH TANGENTS EXTENDING
 HX0868'TO THE SOUTHEAST AND SOUTHWEST, SET ON TOP OF THE SOUTHEAST END OF
 HX0868'THE NORTHEAST CONCRETE HEAD WALL OF 14-FOOT STONE BOX CULVERT OVER
 HX0868'ARMSTRONG RUN, 39 FEET NORTHEAST OF THE CENTER LINE OF THE
 HX0868'HIGHWAY, 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL,
 HX0868'AND ABOUT 12 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0937 ***********************************************************************
 HX0937  DESIGNATION -  A 244
 HX0937  PID         -  HX0937
 HX0937  STATE/COUNTY-  WV/GREENBRIER
 HX0937  USGS QUAD   -  TROUT (1995)
 HX0937
 HX0937                         *CURRENT SURVEY CONTROL
 HX0937  ___________________________________________________________________
 HX0937* NAD 83(1986)-  38 04 59.     (N)    080 26 47.     (W)     SCALED    
 HX0937* NAVD 88     -       898.687  (meters)    2948.44   (feet)  ADJUSTED  
 HX0937  ___________________________________________________________________
 HX0937  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HX0937  DYNAMIC HT  -         897.899 (meters)    2945.86  (feet)  COMP
 HX0937  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 HX0937
 HX0937  VERT ORDER  -  SECOND    CLASS 0
 HX0937
 HX0937.The horizontal coordinates were scaled from a topographic map and have
 HX0937.an estimated accuracy of +/- 6 seconds.
 HX0937
 HX0937.The orthometric height was determined by differential leveling
 HX0937.and adjusted by the National Geodetic Survey in June 1991..
 HX0937
 HX0937.The geoid height was determined by GEOID03.
 HX0937
 HX0937.The dynamic height is computed by dividing the NAVD 88
 HX0937.geopotential number by the normal gravity value computed on the
 HX0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0937.degrees latitude (g = 980.6199 gals.).
 HX0937
 HX0937.The modeled gravity was interpolated from observed gravity values.
 HX0937
 HX0937;                    North         East    Units  Estimated Accuracy
 HX0937;SPC WV S     -   120,350.      648,570.      MT  (+/- 180 meters Scaled)
 HX0937
 HX0937                          SUPERSEDED SURVEY CONTROL
 HX0937
 HX0937  NGVD 29 (??/??/92)  898.767  (m)         2948.70   (f) ADJ UNCH    2 0
 HX0937
 HX0937.Superseded values are not recommended for survey control.
 HX0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0937.See file dsdata.txt to determine how the superseded data were derived.
 HX0937
 HX0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC485151(NAD 83)
 HX0937_MARKER: DB = BENCH MARK DISK
 HX0937_SETTING: 66 = SET IN ROCK OUTCROP
 HX0937_SP_SET: PROJECTING ROCK
 HX0937_STAMPING: A 244 1962
 HX0937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0937+STABILITY: POSITION/ELEVATION WELL
 HX0937
 HX0937  HISTORY     - Date     Condition        Report By
 HX0937  HISTORY     - 1962     MONUMENTED       CGS
 HX0937  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0937
 HX0937                          STATION DESCRIPTION
 HX0937
 HX0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0937'4.7 MI W FROM LEONARD.
 HX0937'3.3 MILES SOUTHWEST ALONG SPRING CREEK ROAD FROM THE SCHOOL AT
 HX0937'LEONARD, THENCE 1.4 MILES NORTHWEST ALONG A ABANDONED ROAD THAT
 HX0937'FOLLOWS SPRING CREEK, ON THE SOUTHEAST SLOPE NEAR THE FOOT OF
 HX0937'A MOUNTAIN, ON THE OUTSIDE OF A SHARP SWITCH BACK CURVE WITH
 HX0937'TANGENTS EXTENDING TO THE SOUTH AND SOUTHWEST, ON TOP OF THE SOUTH
 HX0937'EDGE OF A ROCK THAT IS ABOUT 15-FOOT LONG AND 2 1/2-FOOT HIGH
 HX0937'AND PROJECTS OUT OF THE GROUND, 12 FEET EAST OF THE CENTER
 HX0937'LINE OF THE ROAD, 3.3 FEET EAST OF THE WEST END OF THE ROCK,
 HX0937'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 HX0937
 HX0937                          STATION RECOVERY (1973)
 HX0937
 HX0937'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0600 ***********************************************************************
 HX0600  DESIGNATION -  A 245
 HX0600  PID         -  HX0600
 HX0600  STATE/COUNTY-  WV/POCAHONTAS
 HX0600  USGS QUAD   -  MARLINTON (1995)
 HX0600
 HX0600                         *CURRENT SURVEY CONTROL
 HX0600  ___________________________________________________________________
 HX0600* NAD 83(1986)-  38 13 29.     (N)    080 05 47.     (W)     SCALED    
 HX0600* NAVD 88     -       650.052  (meters)    2132.71   (feet)  ADJUSTED  
 HX0600  ___________________________________________________________________
 HX0600  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX0600  DYNAMIC HT  -         649.531 (meters)    2131.00  (feet)  COMP
 HX0600  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 HX0600
 HX0600  VERT ORDER  -  FIRST     CLASS II
 HX0600
 HX0600.The horizontal coordinates were scaled from a topographic map and have
 HX0600.an estimated accuracy of +/- 6 seconds.
 HX0600
 HX0600.The orthometric height was determined by differential leveling
 HX0600.and adjusted by the National Geodetic Survey in June 1991..
 HX0600
 HX0600.The geoid height was determined by GEOID03.
 HX0600
 HX0600.The dynamic height is computed by dividing the NAVD 88
 HX0600.geopotential number by the normal gravity value computed on the
 HX0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0600.degrees latitude (g = 980.6199 gals.).
 HX0600
 HX0600.The modeled gravity was interpolated from observed gravity values.
 HX0600
 HX0600;                    North         East    Units  Estimated Accuracy
 HX0600;SPC WV S     -   136,320.      679,120.      MT  (+/- 180 meters Scaled)
 HX0600
 HX0600                          SUPERSEDED SURVEY CONTROL
 HX0600
 HX0600  NGVD 29 (??/??/92)  650.128  (m)         2132.96   (f) ADJ UNCH    1 2
 HX0600
 HX0600.Superseded values are not recommended for survey control.
 HX0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0600.See file dsdata.txt to determine how the superseded data were derived.
 HX0600
 HX0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC790311(NAD 83)
 HX0600_MARKER: DB = BENCH MARK DISK
 HX0600_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HX0600_STAMPING: A 245 1962
 HX0600_MARK LOGO: CGS   
 HX0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX0600+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 HX0600
 HX0600  HISTORY     - Date     Condition        Report By
 HX0600  HISTORY     - 1962     MONUMENTED       CGS
 HX0600  HISTORY     - 1983     GOOD             NGS
 HX0600  HISTORY     - 20050806 GOOD             GEOCAC
 HX0600
 HX0600                          STATION DESCRIPTION
 HX0600
 HX0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0600'AT MARLINTON.
 HX0600'AT MARLINTON, 46 YARDS SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 219
 HX0600'AND STATE HIGHWAY 39, 21 FEET NORTHEAST OF THE CENTER LINE OF STATE
 HX0600'HIGHWAY 39, ON TOP OF THE NORTHEAST END OF THE NORTHWEST
 HX0600'CONCRETE ABUTMENT OF STATE HIGHWAY 39 BRIDGE OVER THE GREENBRIER
 HX0600'RIVER, 0.8 FEET SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT,
 HX0600'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 HX0600
 HX0600                          STATION RECOVERY (1983)
 HX0600
 HX0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0600'RECOVERED IN GOOD CONDITION.
 HX0600
 HX0600                          STATION RECOVERY (2005)
 HX0600
 HX0600'RECOVERY NOTE BY GEOCACHING 2005 (KAG)
 HX0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0749 ***********************************************************************
 HX0749  DESIGNATION -  A 246
 HX0749  PID         -  HX0749
 HX0749  STATE/COUNTY-  WV/WEBSTER
 HX0749  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0749
 HX0749                         *CURRENT SURVEY CONTROL
 HX0749  ___________________________________________________________________
 HX0749* NAD 83(1986)-  38 22 30.     (N)    080 26 24.     (W)     SCALED    
 HX0749* NAVD 88     -       687.993  (meters)    2257.19   (feet)  ADJUSTED  
 HX0749  ___________________________________________________________________
 HX0749  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX0749  DYNAMIC HT  -         687.452 (meters)    2255.42  (feet)  COMP
 HX0749  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 HX0749
 HX0749  VERT ORDER  -  SECOND    CLASS 0
 HX0749
 HX0749.The horizontal coordinates were scaled from a topographic map and have
 HX0749.an estimated accuracy of +/- 6 seconds.
 HX0749
 HX0749.The orthometric height was determined by differential leveling
 HX0749.and adjusted by the National Geodetic Survey in June 1991..
 HX0749
 HX0749.The geoid height was determined by GEOID03.
 HX0749
 HX0749.The dynamic height is computed by dividing the NAVD 88
 HX0749.geopotential number by the normal gravity value computed on the
 HX0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0749.degrees latitude (g = 980.6199 gals.).
 HX0749
 HX0749.The modeled gravity was interpolated from observed gravity values.
 HX0749
 HX0749;                    North         East    Units  Estimated Accuracy
 HX0749;SPC WV S     -   152,760.      648,930.      MT  (+/- 180 meters Scaled)
 HX0749
 HX0749                          SUPERSEDED SURVEY CONTROL
 HX0749
 HX0749  NGVD 29 (??/??/92)  688.125  (m)         2257.62   (f) ADJ UNCH    2 0
 HX0749
 HX0749.Superseded values are not recommended for survey control.
 HX0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0749.See file dsdata.txt to determine how the superseded data were derived.
 HX0749
 HX0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC489475(NAD 83)
 HX0749_MARKER: DB = BENCH MARK DISK
 HX0749_SETTING: 80 = SET IN A BOULDER
 HX0749_SP_SET: BOULDER
 HX0749_STAMPING: A 246 1962
 HX0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0749+STABILITY: SURFACE MOTION
 HX0749
 HX0749  HISTORY     - Date     Condition        Report By
 HX0749  HISTORY     - 1962     MONUMENTED       CGS
 HX0749
 HX0749                          STATION DESCRIPTION
 HX0749
 HX0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0749'1.6 MI E FROM DYER.
 HX0749'1.65 MILES EAST ALONG WILLIAMS RIVER BLACK TOP ROAD FROM THE DYER
 HX0749'METHODIST CHURCH AT DYER, ABOUT 0.9 MILES NORTHWEST OF THE
 HX0749'JUNCTION OF A GRADED ROAD LEADING EAST TO CRICHTON NO. 5 MINE,
 HX0749'ABOUT 0.6 MILES SOUTHEAST OF DOUBLE GALVANIZED PIPE CULVERTS FOR
 HX0749'SAWYER RUN, AND ABOUT 105 YARDS NORTHWEST OF A JUNCTION OF A DIRT
 HX0749'DRIVE LEADING SOUTHWEST TO A WHITE WOODEN FRAME HOUSE WITH
 HX0749'SEVERAL OUT BUILDINGS, SET ON TOP OF A BOULDER ABOUT 20-FOOT
 HX0749'BY 15-FOOT WIDE PROJECTING 8 FEET, 28 FEET SOUTHWEST OF THE
 HX0749'CENTER LINE OF THE ROAD, 64.5 FEET WEST OF AND ACROSS THE ROAD
 HX0749'FROM A TELEPHONE POLE 167, 8 FEET NORTHEAST OF THE SOUTHWEST
 HX0749'END OF BOULDER, ABOUT 7 FEET ABOVE THE LEVEL OF THE GROUND, AND IS
 HX0749'ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0777 ***********************************************************************
 HX0777  DESIGNATION -  A 247
 HX0777  PID         -  HX0777
 HX0777  STATE/COUNTY-  WV/POCAHONTAS
 HX0777  USGS QUAD   -  WOODROW (1995)
 HX0777
 HX0777                         *CURRENT SURVEY CONTROL
 HX0777  ___________________________________________________________________
 HX0777* NAD 83(1986)-  38 17 52.     (N)    080 10 42.     (W)     SCALED    
 HX0777* NAVD 88     -       956.760  (meters)    3138.97   (feet)  ADJUSTED  
 HX0777  ___________________________________________________________________
 HX0777  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HX0777  DYNAMIC HT  -         955.955 (meters)    3136.33  (feet)  COMP
 HX0777  MODELED GRAV-     979,754.3   (mgal)                       NAVD 88
 HX0777
 HX0777  VERT ORDER  -  SECOND    CLASS 0
 HX0777
 HX0777.The horizontal coordinates were scaled from a topographic map and have
 HX0777.an estimated accuracy of +/- 6 seconds.
 HX0777
 HX0777.The orthometric height was determined by differential leveling
 HX0777.and adjusted by the National Geodetic Survey in June 1991..
 HX0777
 HX0777.The geoid height was determined by GEOID03.
 HX0777
 HX0777.The dynamic height is computed by dividing the NAVD 88
 HX0777.geopotential number by the normal gravity value computed on the
 HX0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0777.degrees latitude (g = 980.6199 gals.).
 HX0777
 HX0777.The modeled gravity was interpolated from observed gravity values.
 HX0777
 HX0777;                    North         East    Units  Estimated Accuracy
 HX0777;SPC WV S     -   144,360.      671,870.      MT  (+/- 180 meters Scaled)
 HX0777
 HX0777                          SUPERSEDED SURVEY CONTROL
 HX0777
 HX0777  NGVD 29 (??/??/92)  956.818  (m)         3139.16   (f) ADJ UNCH    2 0
 HX0777
 HX0777.Superseded values are not recommended for survey control.
 HX0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0777.See file dsdata.txt to determine how the superseded data were derived.
 HX0777
 HX0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC718391(NAD 83)
 HX0777_MARKER: DB = BENCH MARK DISK
 HX0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0777_SP_SET: CULVERT
 HX0777_STAMPING: A 247 1962
 HX0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0777
 HX0777  HISTORY     - Date     Condition        Report By
 HX0777  HISTORY     - 1962     MONUMENTED       CGS
 HX0777
 HX0777                          STATION DESCRIPTION
 HX0777
 HX0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0777'1.4 MI NW FROM WOODROW.
 HX0777'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0777'AT WOODROW, THENCE 0.1 MILE NORTHWEST ALONG A U.S. FORESTRY GRADED
 HX0777'ROAD 76, ON TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 HX0777'HEAD WALL TO A 14-FOOT DOUBLE BOX CULVERT FOR A SMALL STREAM
 HX0777'RUNNING NORTHEAST INTO LAUREL CREEK, 9 FEET SOUTHWEST OF THE
 HX0777'CENTER LINE OF THE ROAD, 0.7 FOOT NORTHWEST OF THE SOUTHEAST END
 HX0777'OF THE HEAD WALL, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0702 ***********************************************************************
 HX0702  DESIGNATION -  A 248
 HX0702  PID         -  HX0702
 HX0702  STATE/COUNTY-  WV/POCAHONTAS
 HX0702  USGS QUAD   -  SHARP KNOB (1995)
 HX0702
 HX0702                         *CURRENT SURVEY CONTROL
 HX0702  ___________________________________________________________________
 HX0702* NAD 83(1986)-  38 25 09.     (N)    080 09 54.     (W)     SCALED    
 HX0702* NAVD 88     -      1262.619  (meters)    4142.44   (feet)  ADJUSTED  
 HX0702  ___________________________________________________________________
 HX0702  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HX0702  DYNAMIC HT  -        1261.618 (meters)    4139.16  (feet)  COMP
 HX0702  MODELED GRAV-     979,789.5   (mgal)                       NAVD 88
 HX0702
 HX0702  VERT ORDER  -  SECOND    CLASS 0
 HX0702
 HX0702.The horizontal coordinates were scaled from a topographic map and have
 HX0702.an estimated accuracy of +/- 6 seconds.
 HX0702
 HX0702.The orthometric height was determined by differential leveling
 HX0702.and adjusted by the National Geodetic Survey in June 1991..
 HX0702
 HX0702.The geoid height was determined by GEOID03.
 HX0702
 HX0702.The dynamic height is computed by dividing the NAVD 88
 HX0702.geopotential number by the normal gravity value computed on the
 HX0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0702.degrees latitude (g = 980.6199 gals.).
 HX0702
 HX0702.The modeled gravity was interpolated from observed gravity values.
 HX0702
 HX0702;                    North         East    Units  Estimated Accuracy
 HX0702;SPC WV S     -   157,840.      672,920.      MT  (+/- 180 meters Scaled)
 HX0702
 HX0702                          SUPERSEDED SURVEY CONTROL
 HX0702
 HX0702  NGVD 29 (??/??/92) 1262.740  (m)         4142.84   (f) ADJ UNCH    2 0
 HX0702
 HX0702.Superseded values are not recommended for survey control.
 HX0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0702.See file dsdata.txt to determine how the superseded data were derived.
 HX0702
 HX0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC728526(NAD 83)
 HX0702_MARKER: DB = BENCH MARK DISK
 HX0702_SETTING: 66 = SET IN ROCK OUTCROP
 HX0702_SP_SET: ROCK CUT
 HX0702_STAMPING: A 248 1962
 HX0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0702+STABILITY: POSITION/ELEVATION WELL
 HX0702
 HX0702  HISTORY     - Date     Condition        Report By
 HX0702  HISTORY     - 1962     MONUMENTED       CGS
 HX0702  HISTORY     - 1974     MARK NOT FOUND   USGS
 HX0702
 HX0702                          STATION DESCRIPTION
 HX0702
 HX0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0702'7 MI W FROM SLATY FORK.
 HX0702'4.6 MILES NORTHWEST ALONG ABANDONED RAILWAY BED (TRAIL) FROM
 HX0702'THE POST OFFICE AT SLATY FORK, THENCE ABOUT 2.35 MILES SOUTHWEST
 HX0702'ALONG U.S. FORESTRY ROAD 24, LEADING SOUTHWEST TO A LARGE COAL
 HX0702'MINE, ABOUT 0.5 MILES SOUTHWEST OF THE JUNCTION OF A DIRT ROAD
 HX0702'NORTHWEST UP SHARPS KNOB TO LOOKOUT TOWER, SET VERTICALLY ON THE
 HX0702'EAST FACE OF A LARGE ROCK CUT NEAR THE NORTHEAST END OF A LONG
 HX0702'CUT ABOUT 0.3 MILES LONG, 93 FEET NORTHWEST OF AND ACROSS LARGE
 HX0702'ROW OF PILED DIRT FROM THE CENTER LINE OF THE ROAD, 4 FEET NORTH
 HX0702'OF THE SOUTH END OF THE ROCK, 111 FEET SOUTHWEST OF THE NORTHEAST
 HX0702'END OF THE LONG CUT, ABOUT 1 1/2 FEET ABOVE THE GROUND, AND ABOUT
 HX0702'8 FEET BELOW THE LEVEL OF THE ROAD.
 HX0702
 HX0702                          STATION RECOVERY (1974)
 HX0702
 HX0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HX0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0849 ***********************************************************************
 HX0849  DESIGNATION -  A 249
 HX0849  PID         -  HX0849
 HX0849  STATE/COUNTY-  WV/POCAHONTAS
 HX0849  USGS QUAD   -  HILLSBORO (1995)
 HX0849
 HX0849                         *CURRENT SURVEY CONTROL
 HX0849  ___________________________________________________________________
 HX0849* NAD 83(1986)-  38 10 33.     (N)    080 14 04.     (W)     SCALED    
 HX0849* NAVD 88     -       814.899  (meters)    2673.55   (feet)  ADJUSTED  
 HX0849  ___________________________________________________________________
 HX0849  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HX0849  DYNAMIC HT  -         814.219 (meters)    2671.32  (feet)  COMP
 HX0849  MODELED GRAV-     979,767.5   (mgal)                       NAVD 88
 HX0849
 HX0849  VERT ORDER  -  SECOND    CLASS 0
 HX0849
 HX0849.The horizontal coordinates were scaled from a topographic map and have
 HX0849.an estimated accuracy of +/- 6 seconds.
 HX0849
 HX0849.The orthometric height was determined by differential leveling
 HX0849.and adjusted by the National Geodetic Survey in June 1991..
 HX0849
 HX0849.The geoid height was determined by GEOID03.
 HX0849
 HX0849.The dynamic height is computed by dividing the NAVD 88
 HX0849.geopotential number by the normal gravity value computed on the
 HX0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0849.degrees latitude (g = 980.6199 gals.).
 HX0849
 HX0849.The modeled gravity was interpolated from observed gravity values.
 HX0849
 HX0849;                    North         East    Units  Estimated Accuracy
 HX0849;SPC WV S     -   130,780.      667,070.      MT  (+/- 180 meters Scaled)
 HX0849
 HX0849                          SUPERSEDED SURVEY CONTROL
 HX0849
 HX0849  NGVD 29 (??/??/92)  814.978  (m)         2673.81   (f) ADJ UNCH    2 0
 HX0849
 HX0849.Superseded values are not recommended for survey control.
 HX0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0849.See file dsdata.txt to determine how the superseded data were derived.
 HX0849
 HX0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC670256(NAD 83)
 HX0849_MARKER: DB = BENCH MARK DISK
 HX0849_SETTING: 66 = SET IN ROCK OUTCROP
 HX0849_SP_SET: ROCK LEDGE
 HX0849_STAMPING: A 249 1962
 HX0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0849+STABILITY: POSITION/ELEVATION WELL
 HX0849
 HX0849  HISTORY     - Date     Condition        Report By
 HX0849  HISTORY     - 1962     MONUMENTED       CGS
 HX0849
 HX0849                          STATION DESCRIPTION
 HX0849
 HX0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0849'3.4 MI NW FROM MILL POINT.
 HX0849'3.35 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX0849'U.S. HIGHWAY 219 AT MILL POINT, ABOUT 0.35 MILE NORTHWEST OF
 HX0849'THE NEW STAMPING CREEK TABERNACLE CHURCH, SET VERTICALLY IN THE
 HX0849'SOUTHWEST FACE OF A ROCK LEDGE THAT IS ABOUT 6-FOOT LONG AND
 HX0849'PROJECTS OUT OF THE CUT ABOUT 3 FEET, 52 FEET NORTHEAST OF THE
 HX0849'CENTER OF THE HIGHWAY, 135 YARDS NORTHWEST OF THE SOUTHEAST END
 HX0849'OF THE LONG ROCK CUT, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE
 HX0849'ROAD.  NOTE-- THE ROCK LEDGE IN WHICH THE MARK IS SET IN IS ABOUT
 HX0849'6-FOOT LONG AND IS A PART OF A LONG ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1742 ***********************************************************************
 HX1742  DESIGNATION -  A 25
 HX1742  PID         -  HX1742
 HX1742  STATE/COUNTY-  WV/ROANE
 HX1742  USGS QUAD   -  REEDY (1975)
 HX1742
 HX1742                         *CURRENT SURVEY CONTROL
 HX1742  ___________________________________________________________________
 HX1742* NAD 83(1986)-  38 54 12.     (N)    081 27 43.     (W)     SCALED    
 HX1742* NAVD 88     -       214.292  (meters)     703.06   (feet)  ADJUSTED  
 HX1742  ___________________________________________________________________
 HX1742  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HX1742  DYNAMIC HT  -         214.154 (meters)     702.60  (feet)  COMP
 HX1742  MODELED GRAV-     979,975.9   (mgal)                       NAVD 88
 HX1742
 HX1742  VERT ORDER  -  SECOND    CLASS 0
 HX1742
 HX1742.The horizontal coordinates were scaled from a topographic map and have
 HX1742.an estimated accuracy of +/- 6 seconds.
 HX1742
 HX1742.The orthometric height was determined by differential leveling
 HX1742.and adjusted by the National Geodetic Survey in June 1991..
 HX1742
 HX1742.The geoid height was determined by GEOID03.
 HX1742
 HX1742.The dynamic height is computed by dividing the NAVD 88
 HX1742.geopotential number by the normal gravity value computed on the
 HX1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1742.degrees latitude (g = 980.6199 gals.).
 HX1742
 HX1742.The modeled gravity was interpolated from observed gravity values.
 HX1742
 HX1742;                    North         East    Units  Estimated Accuracy
 HX1742;SPC WV S     -   211,360.      559,930.      MT  (+/- 180 meters Scaled)
 HX1742
 HX1742                          SUPERSEDED SURVEY CONTROL
 HX1742
 HX1742  NGVD 29 (??/??/92)  214.444  (m)          703.55   (f) ADJ UNCH    2 0
 HX1742
 HX1742.Superseded values are not recommended for survey control.
 HX1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1742.See file dsdata.txt to determine how the superseded data were derived.
 HX1742
 HX1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD599061(NAD 83)
 HX1742_MARKER: DB = BENCH MARK DISK
 HX1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1742_STAMPING: A 25 1935
 HX1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1742+STABILITY: SURFACE MOTION
 HX1742
 HX1742  HISTORY     - Date     Condition        Report By
 HX1742  HISTORY     - 1935     MONUMENTED       CGS
 HX1742  HISTORY     - 1941     GOOD             NGS
 HX1742  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX1742
 HX1742                          STATION DESCRIPTION
 HX1742
 HX1742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HX1742'2.2 MI W FROM REEDY.
 HX1742'2.2 MILES WEST OF THE POST OFFICE AT REEDY, BY ROAD, ALONG THE
 HX1742'B AND O R.R., 44.4 FEET WEST OF RAILROAD SIGN BOARD, (SEAMAN),
 HX1742'20.8 FEET NORTH OF THE NORTH RAIL, 0.9 FOOT WEST OF WHITE MARKER
 HX1742'POST.  A STANDARD DISK IN PRECAST POST.
 HX1742
 HX1742                          STATION RECOVERY (1976)
 HX1742
 HX1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0893 ***********************************************************************
 HX0893  DESIGNATION -  A 250
 HX0893  PID         -  HX0893
 HX0893  STATE/COUNTY-  WV/GREENBRIER
 HX0893  USGS QUAD   -  DROOP (1995)
 HX0893
 HX0893                         *CURRENT SURVEY CONTROL
 HX0893  ___________________________________________________________________
 HX0893* NAD 83(1986)-  38 05 35.     (N)    080 20 57.     (W)     SCALED    
 HX0893* NAVD 88     -       707.838  (meters)    2322.30   (feet)  ADJUSTED  
 HX0893  ___________________________________________________________________
 HX0893  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX0893  DYNAMIC HT  -         707.258 (meters)    2320.40  (feet)  COMP
 HX0893  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 HX0893
 HX0893  VERT ORDER  -  SECOND    CLASS 0
 HX0893
 HX0893.The horizontal coordinates were scaled from a topographic map and have
 HX0893.an estimated accuracy of +/- 6 seconds.
 HX0893
 HX0893.The orthometric height was determined by differential leveling
 HX0893.and adjusted by the National Geodetic Survey in June 1991..
 HX0893
 HX0893.The geoid height was determined by GEOID03.
 HX0893
 HX0893.The dynamic height is computed by dividing the NAVD 88
 HX0893.geopotential number by the normal gravity value computed on the
 HX0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0893.degrees latitude (g = 980.6199 gals.).
 HX0893
 HX0893.The modeled gravity was interpolated from observed gravity values.
 HX0893
 HX0893;                    North         East    Units  Estimated Accuracy
 HX0893;SPC WV S     -   121,520.      657,090.      MT  (+/- 180 meters Scaled)
 HX0893
 HX0893                          SUPERSEDED SURVEY CONTROL
 HX0893
 HX0893  NGVD 29 (??/??/92)  707.950  (m)         2322.67   (f) ADJ UNCH    2 0
 HX0893
 HX0893.Superseded values are not recommended for survey control.
 HX0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0893.See file dsdata.txt to determine how the superseded data were derived.
 HX0893
 HX0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC570163(NAD 83)
 HX0893_MARKER: DB = BENCH MARK DISK
 HX0893_SETTING: 66 = SET IN ROCK OUTCROP
 HX0893_SP_SET: ROCK OUTCROP
 HX0893_STAMPING: A 250 1962
 HX0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0893+STABILITY: POSITION/ELEVATION WELL
 HX0893
 HX0893  HISTORY     - Date     Condition        Report By
 HX0893  HISTORY     - 1962     MONUMENTED       CGS
 HX0893  HISTORY     - 1983     GOOD             NGS
 HX0893  HISTORY     - 1983     GOOD             NGS
 HX0893
 HX0893                          STATION DESCRIPTION
 HX0893
 HX0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0893'9 MI SW FROM LOBELIA.
 HX0893'4.15 MILES SOUTH ALONG BLACK TOP ROAD FROM THE JUNCTION OF A
 HX0893'GRADE ROAD AT LOBELIA, THENCE ABOUT 4.85 MILES SOUTHWEST BY WEST
 HX0893'ALONG BLACK TOP AND GRADED ROAD, ABOUT 0.1 MILE NORTH FROM THE
 HX0893'JUNCTION OF A GRADED ROAD LEADING NORTHWEST, SET ON TOP OF A
 HX0893'3-BY 3-FOOT ROCK OUTCROP AT THE JUNCTION OF PRIVATE DRIVE
 HX0893'LEADING EAST AT THE BEULAH METHODIST CHURCH, 30 FEET SOUTHEAST
 HX0893'OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTH OF THE CENTER LINE
 HX0893'OF JUNCTION OF THE DRIVE, 99 1/2 FEET SOUTH BY SOUTHWEST OF THE
 HX0893'SOUTHWEST CORNER OF THE CHURCH BUILDING, AND ABOUT 2 FEET ABOVE
 HX0893'THE LEVEL OF THE ROAD.
 HX0893
 HX0893                          STATION RECOVERY (1983)
 HX0893
 HX0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0893'RECOVERED IN GOOD CONDITION.
 HX0893
 HX0893                          STATION RECOVERY (1983)
 HX0893
 HX0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0912 ***********************************************************************
 HX0912  DESIGNATION -  A 251
 HX0912  PID         -  HX0912
 HX0912  STATE/COUNTY-  WV/POCAHONTAS
 HX0912  USGS QUAD   -  LOBELIA (1995)
 HX0912
 HX0912                         *CURRENT SURVEY CONTROL
 HX0912  ___________________________________________________________________
 HX0912* NAD 83(1986)-  38 08 55.     (N)    080 15 20.     (W)     SCALED    
 HX0912* NAVD 88     -       916.320  (meters)    3006.29   (feet)  ADJUSTED  
 HX0912  ___________________________________________________________________
 HX0912  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HX0912  DYNAMIC HT  -         915.548 (meters)    3003.76  (feet)  COMP
 HX0912  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 HX0912
 HX0912  VERT ORDER  -  SECOND    CLASS 0
 HX0912
 HX0912.The horizontal coordinates were scaled from a topographic map and have
 HX0912.an estimated accuracy of +/- 6 seconds.
 HX0912
 HX0912.The orthometric height was determined by differential leveling
 HX0912.and adjusted by the National Geodetic Survey in June 1991..
 HX0912
 HX0912.The geoid height was determined by GEOID03.
 HX0912
 HX0912.The dynamic height is computed by dividing the NAVD 88
 HX0912.geopotential number by the normal gravity value computed on the
 HX0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0912.degrees latitude (g = 980.6199 gals.).
 HX0912
 HX0912.The modeled gravity was interpolated from observed gravity values.
 HX0912
 HX0912;                    North         East    Units  Estimated Accuracy
 HX0912;SPC WV S     -   127,740.      665,250.      MT  (+/- 180 meters Scaled)
 HX0912
 HX0912                          SUPERSEDED SURVEY CONTROL
 HX0912
 HX0912  NGVD 29 (??/??/92)  916.406  (m)         3006.58   (f) ADJ UNCH    2 0
 HX0912
 HX0912.Superseded values are not recommended for survey control.
 HX0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0912.See file dsdata.txt to determine how the superseded data were derived.
 HX0912
 HX0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC652225(NAD 83)
 HX0912_MARKER: DB = BENCH MARK DISK
 HX0912_SETTING: 0 = UNSPECIFIED SETTING
 HX0912_STAMPING: A 251 1962
 HX0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0912
 HX0912  HISTORY     - Date     Condition        Report By
 HX0912  HISTORY     - 1962     MONUMENTED       CGS
 HX0912
 HX0912                          STATION DESCRIPTION
 HX0912
 HX0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0912'3.2 MI NE FROM LOBELIA.
 HX0912'3.25 MILES NORTHEAST ALONG BLACK TOP ROAD FROM THE JUNCTION OF A
 HX0912'GRADED ROAD AT LOBELIA, ABOUT 0.95 MILES NORTHEAST OF THE
 HX0912'JUNCTION OF A GRADED ROAD LEADING SOUTH TO DROOP MOUNTAIN BATTLE
 HX0912'FIELD STATE PARK, ABOUT 0.4 MILES SOUTH OF THE JUNCTION OF A
 HX0912'GRADED ROAD LEADING EAST AT A POINT WHERE THE BLACK TOP ROAD
 HX0912'MAKES A SHARP TURN FROM SOUTH TO SOUTHEAST, SET AT THE JUNCTION
 HX0912'OF A DIM ROAD THROUGH A WOODEN GATE LEADING NORTHEAST, 35.5
 HX0912'FEET EAST OF THE CENTER LINE OF THE ROAD, 60.5 FEET NORTHEAST OF
 HX0912'THE CENTER LINE OF THE JUNCTION, 21 FEET NORTHWEST OF THE CENTER
 HX0912'LINE OF THE DIM ROAD, 79.5 FEET SOUTH BY SOUTHEAST OF A POWER
 HX0912'LINE LINE, 17 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, 1.8
 HX0912'FEET SOUTH OF A STEEL WITNESS POST, AND ABOUT LEVEL WITH THE
 HX0912'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0926 ***********************************************************************
 HX0926  DESIGNATION -  A 252
 HX0926  PID         -  HX0926
 HX0926  STATE/COUNTY-  WV/POCAHONTAS
 HX0926  USGS QUAD   -  DROOP (1995)
 HX0926
 HX0926                         *CURRENT SURVEY CONTROL
 HX0926  ___________________________________________________________________
 HX0926* NAD 83(1986)-  38 04 25.     (N)    080 17 14.     (W)     SCALED    
 HX0926* NAVD 88     -       940.872  (meters)    3086.84   (feet)  ADJUSTED  
 HX0926  ___________________________________________________________________
 HX0926  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX0926  DYNAMIC HT  -         940.086 (meters)    3084.27  (feet)  COMP
 HX0926  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 HX0926
 HX0926  VERT ORDER  -  SECOND    CLASS 0
 HX0926
 HX0926.The horizontal coordinates were scaled from a topographic map and have
 HX0926.an estimated accuracy of +/- 6 seconds.
 HX0926
 HX0926.The orthometric height was determined by differential leveling
 HX0926.and adjusted by the National Geodetic Survey in June 1991..
 HX0926
 HX0926.The geoid height was determined by GEOID03.
 HX0926
 HX0926.The dynamic height is computed by dividing the NAVD 88
 HX0926.geopotential number by the normal gravity value computed on the
 HX0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0926.degrees latitude (g = 980.6199 gals.).
 HX0926
 HX0926.The modeled gravity was interpolated from observed gravity values.
 HX0926
 HX0926;                    North         East    Units  Estimated Accuracy
 HX0926;SPC WV S     -   119,400.      662,540.      MT  (+/- 180 meters Scaled)
 HX0926
 HX0926                          SUPERSEDED SURVEY CONTROL
 HX0926
 HX0926  NGVD 29 (??/??/92)  940.976  (m)         3087.19   (f) ADJ UNCH    2 0
 HX0926
 HX0926.Superseded values are not recommended for survey control.
 HX0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0926.See file dsdata.txt to determine how the superseded data were derived.
 HX0926
 HX0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC625142(NAD 83)
 HX0926_MARKER: DB = BENCH MARK DISK
 HX0926_SETTING: 66 = SET IN ROCK OUTCROP
 HX0926_SP_SET: ROCK LEDGE
 HX0926_STAMPING: A 252 1962
 HX0926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0926+STABILITY: POSITION/ELEVATION WELL
 HX0926
 HX0926  HISTORY     - Date     Condition        Report By
 HX0926  HISTORY     - 1962     MONUMENTED       CGS
 HX0926  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0926
 HX0926                          STATION DESCRIPTION
 HX0926
 HX0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0926'AT DROOP.
 HX0926'AT DROOP, SET ON TOP OF A ROCK LEDGE THAT IS ABOUT 10-FOOT LONG
 HX0926'AND PROJECTS OUT OF THE GROUND, 94 YARDS NORTHEAST OF THE POST
 HX0926'OFFICE, 125 1/2 FEET EAST OF THE DROOP SCHOOL, 35 FEET SOUTHEAST
 HX0926'OF THE CENTER LINE OF U.S. HIGHWAY 219, 21 1/2 FEET NORTHEAST OF
 HX0926'A POWER POLE 12, 68 1/2 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 HX0926'HILL TOP DRIVE-IN, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 HX0926'HIGHWAY.
 HX0926
 HX0926                          STATION RECOVERY (1983)
 HX0926
 HX0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0926'NOT RECOVERED, THE MARK IS CONSIDERED DESTROYED AS ONLY THE STEM OF
 HX0926'THE DISK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0648 ***********************************************************************
 HX0648  DESIGNATION -  A 253
 HX0648  PID         -  HX0648
 HX0648  STATE/COUNTY-  WV/POCAHONTAS
 HX0648  USGS QUAD   -  EDRAY (1995)
 HX0648
 HX0648                         *CURRENT SURVEY CONTROL
 HX0648  ___________________________________________________________________
 HX0648* NAD 83(1986)-  38 20 34.     (N)    080 00 08.     (W)     SCALED    
 HX0648* NAVD 88     -       728.216  (meters)    2389.16   (feet)  ADJUSTED  
 HX0648  ___________________________________________________________________
 HX0648  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HX0648  DYNAMIC HT  -         727.628 (meters)    2387.23  (feet)  COMP
 HX0648  MODELED GRAV-     979,797.3   (mgal)                       NAVD 88
 HX0648
 HX0648  VERT ORDER  -  SECOND    CLASS 0
 HX0648
 HX0648.The horizontal coordinates were scaled from a topographic map and have
 HX0648.an estimated accuracy of +/- 6 seconds.
 HX0648
 HX0648.The orthometric height was determined by differential leveling
 HX0648.and adjusted by the National Geodetic Survey in June 1991..
 HX0648
 HX0648.The geoid height was determined by GEOID03.
 HX0648
 HX0648.The dynamic height is computed by dividing the NAVD 88
 HX0648.geopotential number by the normal gravity value computed on the
 HX0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0648.degrees latitude (g = 980.6199 gals.).
 HX0648
 HX0648.The modeled gravity was interpolated from observed gravity values.
 HX0648
 HX0648;                    North         East    Units  Estimated Accuracy
 HX0648;SPC WV S     -   149,500.      687,220.      MT  (+/- 180 meters Scaled)
 HX0648
 HX0648                          SUPERSEDED SURVEY CONTROL
 HX0648
 HX0648  NGVD 29 (??/??/92)  728.283  (m)         2389.38   (f) ADJ UNCH    2 0
 HX0648
 HX0648.Superseded values are not recommended for survey control.
 HX0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0648.See file dsdata.txt to determine how the superseded data were derived.
 HX0648
 HX0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC871443(NAD 83)
 HX0648_MARKER: DB = BENCH MARK DISK
 HX0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0648_STAMPING: A 253 1962
 HX0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0648+STABILITY: SURFACE MOTION
 HX0648
 HX0648  HISTORY     - Date     Condition        Report By
 HX0648  HISTORY     - 1962     MONUMENTED       CGS
 HX0648
 HX0648                          STATION DESCRIPTION
 HX0648
 HX0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0648'2.6 MI NW FROM CLOVER LICK.
 HX0648'2.65 MILES WEST AND NORTHWEST ALONG A BLACK TOP AND GRAVEL ROAD
 HX0648'FROM THE POST OFFICE AT CLOVER LICK, ON THE OUTSIDE OF A CURVE,
 HX0648'41 FEET NORTHWEST OF A 24 INCH OAK TREE, 14 FEET WEST OF A SMALL
 HX0648'STREAM, 14 FEET EAST OF A GATE POST, 18 FEET NORTHEAST OF CENTER
 HX0648'LINE OF ROAD, ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD, 1.5 FEET
 HX0648'SOUTHEAST OF A STEEL WITNESS POST, AND SET IN THE TOP OF A
 HX0648'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0059 ***********************************************************************
 HX0059  DESIGNATION -  A 254
 HX0059  PID         -  HX0059
 HX0059  STATE/COUNTY-  WV/RANDOLPH
 HX0059  USGS QUAD   -  VALLEY HEAD (1995)
 HX0059
 HX0059                         *CURRENT SURVEY CONTROL
 HX0059  ___________________________________________________________________
 HX0059* NAD 83(1986)-  38 35 46.     (N)    080 01 01.     (W)     SCALED    
 HX0059* NAVD 88     -       677.940  (meters)    2224.21   (feet)  ADJUSTED  
 HX0059  ___________________________________________________________________
 HX0059  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HX0059  DYNAMIC HT  -         677.424 (meters)    2222.52  (feet)  COMP
 HX0059  MODELED GRAV-     979,844.4   (mgal)                       NAVD 88
 HX0059
 HX0059  VERT ORDER  -  FIRST     CLASS II
 HX0059
 HX0059.The horizontal coordinates were scaled from a topographic map and have
 HX0059.an estimated accuracy of +/- 6 seconds.
 HX0059
 HX0059.The orthometric height was determined by differential leveling
 HX0059.and adjusted by the National Geodetic Survey in June 1991..
 HX0059
 HX0059.The geoid height was determined by GEOID03.
 HX0059
 HX0059.The dynamic height is computed by dividing the NAVD 88
 HX0059.geopotential number by the normal gravity value computed on the
 HX0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0059.degrees latitude (g = 980.6199 gals.).
 HX0059
 HX0059.The modeled gravity was interpolated from observed gravity values.
 HX0059
 HX0059;                    North         East    Units  Estimated Accuracy
 HX0059;SPC WV S     -   177,610.      685,640.      MT  (+/- 180 meters Scaled)
 HX0059
 HX0059                          SUPERSEDED SURVEY CONTROL
 HX0059
 HX0059  NGVD 29 (??/??/92)  678.081  (m)         2224.67   (f) ADJ UNCH    1 2
 HX0059
 HX0059.Superseded values are not recommended for survey control.
 HX0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0059.See file dsdata.txt to determine how the superseded data were derived.
 HX0059
 HX0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC856724(NAD 83)
 HX0059_MARKER: DB = BENCH MARK DISK
 HX0059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX0059_STAMPING: A 254 1962
 HX0059_MARK LOGO: CGS   
 HX0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0059+STABILITY: SURFACE MOTION
 HX0059
 HX0059  HISTORY     - Date     Condition        Report By
 HX0059  HISTORY     - 1962     MONUMENTED       CGS
 HX0059  HISTORY     - 1983     GOOD             NGS
 HX0059
 HX0059                          STATION DESCRIPTION
 HX0059
 HX0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0059'3.1 MI NE FROM VALLEY HEAD.
 HX0059'ABOUT 3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE
 HX0059'JUNCTION OF STATE HIGHWAY 15 AND U.S. HIGHWAY 219 AT VALLEY
 HX0059'HEAD, ABOUT 0.2 MILE NORTHEAST OF OAK GROVE METHODIST CHURCH,
 HX0059'13 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 33 FEET SOUTHWEST
 HX0059'OF FARM HOUSE DRIVEWAY, 61.5 FEET NORTH OF NORTHWEST CORNER
 HX0059'OF A GROCERY STORE, ABOUT LEVEL WITH HIGHWAY, AND SET ON TOP
 HX0059'OF NORTHEAST END OF SOUTHEAST HEAD WALL OF A 12 FOOT BOX CULVERT.
 HX0059
 HX0059                          STATION RECOVERY (1983)
 HX0059
 HX0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0675 ***********************************************************************
 HX0675  DESIGNATION -  A 255
 HX0675  PID         -  HX0675
 HX0675  STATE/COUNTY-  WV/WEBSTER
 HX0675  USGS QUAD   -  BERGOO (1995)
 HX0675
 HX0675                         *CURRENT SURVEY CONTROL
 HX0675  ___________________________________________________________________
 HX0675* NAD 83(1986)-  38 24 54.     (N)    080 17 08.     (W)     SCALED    
 HX0675* NAVD 88     -       782.382  (meters)    2566.86   (feet)  ADJUSTED  
 HX0675  ___________________________________________________________________
 HX0675  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HX0675  DYNAMIC HT  -         781.760 (meters)    2564.82  (feet)  COMP
 HX0675  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 HX0675
 HX0675  VERT ORDER  -  SECOND    CLASS 0
 HX0675
 HX0675.The horizontal coordinates were scaled from a topographic map and have
 HX0675.an estimated accuracy of +/- 6 seconds.
 HX0675
 HX0675.The orthometric height was determined by differential leveling
 HX0675.and adjusted by the National Geodetic Survey in June 1991..
 HX0675
 HX0675.The geoid height was determined by GEOID03.
 HX0675
 HX0675.The dynamic height is computed by dividing the NAVD 88
 HX0675.geopotential number by the normal gravity value computed on the
 HX0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0675.degrees latitude (g = 980.6199 gals.).
 HX0675
 HX0675.The modeled gravity was interpolated from observed gravity values.
 HX0675
 HX0675;                    North         East    Units  Estimated Accuracy
 HX0675;SPC WV S     -   157,290.      662,390.      MT  (+/- 180 meters Scaled)
 HX0675
 HX0675                          SUPERSEDED SURVEY CONTROL
 HX0675
 HX0675  NGVD 29 (??/??/92)  782.502  (m)         2567.26   (f) ADJ UNCH    2 0
 HX0675
 HX0675.Superseded values are not recommended for survey control.
 HX0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0675.See file dsdata.txt to determine how the superseded data were derived.
 HX0675
 HX0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC623521(NAD 83)
 HX0675_MARKER: DB = BENCH MARK DISK
 HX0675_SETTING: 66 = SET IN ROCK OUTCROP
 HX0675_SP_SET: ROCK LEDGE
 HX0675_STAMPING: A 255 1962
 HX0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0675+STABILITY: POSITION/ELEVATION WELL
 HX0675
 HX0675  HISTORY     - Date     Condition        Report By
 HX0675  HISTORY     - 1962     MONUMENTED       CGS
 HX0675
 HX0675                          STATION DESCRIPTION
 HX0675
 HX0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0675'11.9 MI SE FROM BOLAIR.
 HX0675'0.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0675'BOLAIR, THENCE 11.7 MILES SOUTHEAST ALONG GAULEY RIVER ROAD,
 HX0675'ABOUT 0.2 MILE EAST OF A Y JUNCTION, ABOUT 60 YARDS NORTH OF THE
 HX0675'NORTHEAST END OF A WOODEN BRIDGE OVER STRAIGHT CREEK, SET ON TOP
 HX0675'OF THE SOUTHWEST EDGE OF A LEDGE THAT IS ABOUT 18-BY 3 FOOT WIDE
 HX0675'AND 4 FOOT HIGH, AT THE SOUTH END, 24 FEET EAST OF THE CENTER
 HX0675'LINE OF THE ROAD, 4.8 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 HX0675'LEDGE, 0.9 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE LEDGE, AND
 HX0675'ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0741 ***********************************************************************
 HX0741  DESIGNATION -  A 256
 HX0741  PID         -  HX0741
 HX0741  STATE/COUNTY-  WV/POCAHONTAS
 HX0741  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0741
 HX0741                         *CURRENT SURVEY CONTROL
 HX0741  ___________________________________________________________________
 HX0741* NAD 83(1986)-  38 20 59.     (N)    080 15 23.     (W)     SCALED    
 HX0741* NAVD 88     -       879.742  (meters)    2886.29   (feet)  ADJUSTED  
 HX0741  ___________________________________________________________________
 HX0741  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0741  DYNAMIC HT  -         879.022 (meters)    2883.92  (feet)  COMP
 HX0741  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 HX0741
 HX0741  VERT ORDER  -  SECOND    CLASS 0
 HX0741
 HX0741.The horizontal coordinates were scaled from a topographic map and have
 HX0741.an estimated accuracy of +/- 6 seconds.
 HX0741
 HX0741.The orthometric height was determined by differential leveling
 HX0741.and adjusted by the National Geodetic Survey in June 1991..
 HX0741
 HX0741.The geoid height was determined by GEOID03.
 HX0741
 HX0741.The dynamic height is computed by dividing the NAVD 88
 HX0741.geopotential number by the normal gravity value computed on the
 HX0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0741.degrees latitude (g = 980.6199 gals.).
 HX0741
 HX0741.The modeled gravity was interpolated from observed gravity values.
 HX0741
 HX0741;                    North         East    Units  Estimated Accuracy
 HX0741;SPC WV S     -   150,070.      665,000.      MT  (+/- 180 meters Scaled)
 HX0741
 HX0741                          SUPERSEDED SURVEY CONTROL
 HX0741
 HX0741  NGVD 29 (??/??/92)  879.829  (m)         2886.57   (f) ADJ UNCH    2 0
 HX0741
 HX0741.Superseded values are not recommended for survey control.
 HX0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0741.See file dsdata.txt to determine how the superseded data were derived.
 HX0741
 HX0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC649448(NAD 83)
 HX0741_MARKER: DB = BENCH MARK DISK
 HX0741_SETTING: 80 = SET IN A BOULDER
 HX0741_SP_SET: BOULDER
 HX0741_STAMPING: A 256 1962
 HX0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0741+STABILITY: SURFACE MOTION
 HX0741
 HX0741  HISTORY     - Date     Condition        Report By
 HX0741  HISTORY     - 1962     MONUMENTED       CGS
 HX0741
 HX0741                          STATION DESCRIPTION
 HX0741
 HX0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0741'17 MI SE FROM DYER.
 HX0741'17.0 MILES SOUTHEAST ALONG THE WILLIAMS RIVER ROAD AND U.S.
 HX0741'FORESTRY ROAD 86 FROM THE DYER METHODIST CHURCH AT DYER, ABOUT
 HX0741'0.2 MILE NORTHWEST OF A 20-FOOT BRIDGE OVER KINS CREEK, ABOUT
 HX0741'0.85 MILE SOUTHEAST OF A 20-FOOT WOODEN BRIDGE OVER BRIDGE CREEK,
 HX0741'ABOUT 0.1 MILE SOUTHEAST OF HATEFUL RUN, SET ON TOP OF THE EAST
 HX0741'CORNER OF A ROCK BOULDER THAT IS ABOUT 10-BY 10-FOOT LONG AND
 HX0741'4 1/2-FOOT HIGH, 50.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX0741'ROAD, 1.9 FEET WEST OF THE EAST CORNER OF THE BOULDER, AND IS
 HX0741'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0019 ***********************************************************************
 HX0019  DESIGNATION -  A 257
 HX0019  PID         -  HX0019
 HX0019  STATE/COUNTY-  WV/WEBSTER
 HX0019  USGS QUAD   -  SAMP (1995)
 HX0019
 HX0019                         *CURRENT SURVEY CONTROL
 HX0019  ___________________________________________________________________
 HX0019* NAD 83(1986)-  38 32 40.     (N)    080 14 50.     (W)     SCALED    
 HX0019* NAVD 88     -      1002.344  (meters)    3288.52   (feet)  ADJUSTED  
 HX0019  ___________________________________________________________________
 HX0019  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HX0019  DYNAMIC HT  -        1001.526 (meters)    3285.84  (feet)  COMP
 HX0019  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 HX0019
 HX0019  VERT ORDER  -  SECOND    CLASS 0
 HX0019
 HX0019.The horizontal coordinates were scaled from a topographic map and have
 HX0019.an estimated accuracy of +/- 6 seconds.
 HX0019
 HX0019.The orthometric height was determined by differential leveling
 HX0019.and adjusted by the National Geodetic Survey in June 1991..
 HX0019
 HX0019.The geoid height was determined by GEOID03.
 HX0019
 HX0019.The dynamic height is computed by dividing the NAVD 88
 HX0019.geopotential number by the normal gravity value computed on the
 HX0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0019.degrees latitude (g = 980.6199 gals.).
 HX0019
 HX0019.The modeled gravity was interpolated from observed gravity values.
 HX0019
 HX0019;                    North         East    Units  Estimated Accuracy
 HX0019;SPC WV S     -   171,690.      665,620.      MT  (+/- 180 meters Scaled)
 HX0019
 HX0019                          SUPERSEDED SURVEY CONTROL
 HX0019
 HX0019  NGVD 29 (??/??/92) 1002.447  (m)         3288.86   (f) ADJ UNCH    2 0
 HX0019
 HX0019.Superseded values are not recommended for survey control.
 HX0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0019.See file dsdata.txt to determine how the superseded data were derived.
 HX0019
 HX0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC656664(NAD 83)
 HX0019_MARKER: DB = BENCH MARK DISK
 HX0019_SETTING: 66 = SET IN ROCK OUTCROP
 HX0019_SP_SET: ROCK CUT
 HX0019_STAMPING: A 257 1962
 HX0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0019+STABILITY: POSITION/ELEVATION WELL
 HX0019
 HX0019  HISTORY     - Date     Condition        Report By
 HX0019  HISTORY     - 1962     MONUMENTED       CGS
 HX0019
 HX0019                          STATION DESCRIPTION
 HX0019
 HX0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0019'1.1 MI W FROM WANETA.
 HX0019'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0019'AT WANETA, 52 FEET SOUTHWEST OF POWER POLE 242, 17.7 FEET
 HX0019'NORTHWEST OF CENTER LINE OF HIGHWAY, ABOUT 2 FEET ABOVE LEVEL OF
 HX0019'HIGHWAY, AND SET ON TOP OF A 20 FOOT LONG-BY-2 FOOT HIGH ROCK
 HX0019'CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0590 ***********************************************************************
 HX0590  DESIGNATION -  A 258
 HX0590  PID         -  HX0590
 HX0590  STATE/COUNTY-  WV/RANDOLPH
 HX0590  USGS QUAD   -  SHARP KNOB (1995)
 HX0590
 HX0590                         *CURRENT SURVEY CONTROL
 HX0590  ___________________________________________________________________
 HX0590* NAD 83(1986)-  38 29 38.     (N)    080 07 48.     (W)     SCALED    
 HX0590* NAVD 88     -       737.170  (meters)    2418.53   (feet)  ADJUSTED  
 HX0590  ___________________________________________________________________
 HX0590  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HX0590  DYNAMIC HT  -         736.576 (meters)    2416.58  (feet)  COMP
 HX0590  MODELED GRAV-     979,798.2   (mgal)                       NAVD 88
 HX0590
 HX0590  VERT ORDER  -  SECOND    CLASS 0
 HX0590
 HX0590.The horizontal coordinates were scaled from a topographic map and have
 HX0590.an estimated accuracy of +/- 6 seconds.
 HX0590
 HX0590.The orthometric height was determined by differential leveling
 HX0590.and adjusted by the National Geodetic Survey in June 1991..
 HX0590
 HX0590.The geoid height was determined by GEOID03.
 HX0590
 HX0590.The dynamic height is computed by dividing the NAVD 88
 HX0590.geopotential number by the normal gravity value computed on the
 HX0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0590.degrees latitude (g = 980.6199 gals.).
 HX0590
 HX0590.The modeled gravity was interpolated from observed gravity values.
 HX0590
 HX0590;                    North         East    Units  Estimated Accuracy
 HX0590;SPC WV S     -   166,160.      675,890.      MT  (+/- 180 meters Scaled)
 HX0590
 HX0590                          SUPERSEDED SURVEY CONTROL
 HX0590
 HX0590  NGVD 29 (??/??/92)  737.266  (m)         2418.85   (f) ADJ UNCH    2 0
 HX0590
 HX0590.Superseded values are not recommended for survey control.
 HX0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0590.See file dsdata.txt to determine how the superseded data were derived.
 HX0590
 HX0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC758609(NAD 83)
 HX0590_MARKER: DB = BENCH MARK DISK
 HX0590_SETTING: 80 = SET IN A BOULDER
 HX0590_SP_SET: BOULDER
 HX0590_STAMPING: A 258 1962
 HX0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0590+STABILITY: SURFACE MOTION
 HX0590
 HX0590  HISTORY     - Date     Condition        Report By
 HX0590  HISTORY     - 1962     MONUMENTED       CGS
 HX0590
 HX0590                          STATION DESCRIPTION
 HX0590
 HX0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0590'8.6 MI S FROM MONTERVILLE.
 HX0590'1.3 MILES EAST ALONG STATE HIGHWAY 15 FROM THE MONTERVILLE SCHOOL,
 HX0590'THENCE ABOUT 7.3 MILES SOUTHWEST ALONG VALLEY FORK ROAD, ON THE
 HX0590'OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING NORTH AND SOUTHEAST,
 HX0590'ON TOP OF THE NORTH END OF A ROCK THAT IS ABOUT 5-BY 12-FOOT LONG
 HX0590'WHICH IS ON THE NORTHEAST BANK OF THE ELK RIVER, 75 FEET SOUTHWEST
 HX0590'OF THE CENTER LINE OF THE ROAD, AND ABOUT 10 FEET BELOW THE LEVEL
 HX0590'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0179 ***********************************************************************
 HX0179  DESIGNATION -  A 259
 HX0179  PID         -  HX0179
 HX0179  STATE/COUNTY-  WV/WEBSTER
 HX0179  USGS QUAD   -  DIANA (1982)
 HX0179
 HX0179                         *CURRENT SURVEY CONTROL
 HX0179  ___________________________________________________________________
 HX0179* NAD 83(1986)-  38 34 25.     (N)    080 25 06.     (W)     SCALED    
 HX0179* NAVD 88     -       473.114  (meters)    1552.21   (feet)  ADJUSTED  
 HX0179  ___________________________________________________________________
 HX0179  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HX0179  DYNAMIC HT  -         472.768 (meters)    1551.07  (feet)  COMP
 HX0179  MODELED GRAV-     979,883.4   (mgal)                       NAVD 88
 HX0179
 HX0179  VERT ORDER  -  SECOND    CLASS 0
 HX0179
 HX0179.The horizontal coordinates were scaled from a topographic map and have
 HX0179.an estimated accuracy of +/- 6 seconds.
 HX0179
 HX0179.The orthometric height was determined by differential leveling
 HX0179.and adjusted by the National Geodetic Survey in June 1991..
 HX0179
 HX0179.The geoid height was determined by GEOID03.
 HX0179
 HX0179.The dynamic height is computed by dividing the NAVD 88
 HX0179.geopotential number by the normal gravity value computed on the
 HX0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0179.degrees latitude (g = 980.6199 gals.).
 HX0179
 HX0179.The modeled gravity was interpolated from observed gravity values.
 HX0179
 HX0179;                    North         East    Units  Estimated Accuracy
 HX0179;SPC WV S     -   174,820.      650,690.      MT  (+/- 180 meters Scaled)
 HX0179
 HX0179                          SUPERSEDED SURVEY CONTROL
 HX0179
 HX0179  NGVD 29 (??/??/92)  473.269  (m)         1552.72   (f) ADJ UNCH    2 0
 HX0179
 HX0179.Superseded values are not recommended for survey control.
 HX0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0179.See file dsdata.txt to determine how the superseded data were derived.
 HX0179
 HX0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC506696(NAD 83)
 HX0179_MARKER: DB = BENCH MARK DISK
 HX0179_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0179_SP_SET: UNSPECIFIED ROCK
 HX0179_STAMPING: A 259 1962
 HX0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0179
 HX0179  HISTORY     - Date     Condition        Report By
 HX0179  HISTORY     - 1962     MONUMENTED       CGS
 HX0179
 HX0179                          STATION DESCRIPTION
 HX0179
 HX0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0179'2.5 MI E FROM DIANA.
 HX0179'ABOUT 2.5 MILES EAST AND THEN NORTH ALONG STATE HIGHWAY 20 FROM
 HX0179'THE POST OFFICE AT DIANA, 0.3 MILE NORTHWEST OF A ROAD JUNCTION,
 HX0179'ON THE INSIDE OF A CURVE WITH THE TANGENTS EXTENDING TO THE EAST
 HX0179'AND SOUTHEAST, SET ON TOP OF A ROCK THAT IS ABOUT 10 FEET WIDE
 HX0179'AND FORMS A PART OF THE ROAD BANK, 43 FEET EAST OF THE CENTER
 HX0179'LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE SOUTH EDGE OF THE ROCK,
 HX0179'AND ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1007 ***********************************************************************
 JX1007  DESIGNATION -  A 26
 JX1007  PID         -  JX1007
 JX1007  STATE/COUNTY-  WV/RITCHIE
 JX1007  USGS QUAD   -  SMITHVILLE (1964)
 JX1007
 JX1007                         *CURRENT SURVEY CONTROL
 JX1007  ___________________________________________________________________
 JX1007* NAD 83(1986)-  39 07 07.     (N)    081 03 53.     (W)     SCALED    
 JX1007* NAVD 88     -       335.079  (meters)    1099.34   (feet)  ADJUSTED  
 JX1007  ___________________________________________________________________
 JX1007  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX1007  DYNAMIC HT  -         334.869 (meters)    1098.65  (feet)  COMP
 JX1007  MODELED GRAV-     979,991.7   (mgal)                       NAVD 88
 JX1007
 JX1007  VERT ORDER  -  SECOND    CLASS 0
 JX1007
 JX1007.The horizontal coordinates were scaled from a topographic map and have
 JX1007.an estimated accuracy of +/- 6 seconds.
 JX1007
 JX1007.The orthometric height was determined by differential leveling
 JX1007.and adjusted by the National Geodetic Survey in June 1991..
 JX1007
 JX1007.The geoid height was determined by GEOID03.
 JX1007
 JX1007.The dynamic height is computed by dividing the NAVD 88
 JX1007.geopotential number by the normal gravity value computed on the
 JX1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1007.degrees latitude (g = 980.6199 gals.).
 JX1007
 JX1007.The modeled gravity was interpolated from observed gravity values.
 JX1007
 JX1007;                    North         East    Units  Estimated Accuracy
 JX1007;SPC WV N     -    69,860.      464,690.      MT  (+/- 180 meters Scaled)
 JX1007
 JX1007                          SUPERSEDED SURVEY CONTROL
 JX1007
 JX1007  NGVD 29 (??/??/92)  335.252  (m)         1099.91   (f) ADJ UNCH    2 0
 JX1007
 JX1007.Superseded values are not recommended for survey control.
 JX1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1007.See file dsdata.txt to determine how the superseded data were derived.
 JX1007
 JX1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD944299(NAD 83)
 JX1007_MARKER: DB = BENCH MARK DISK
 JX1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1007_STAMPING: A 26 1935
 JX1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1007+STABILITY: SURFACE MOTION
 JX1007
 JX1007  HISTORY     - Date     Condition        Report By
 JX1007  HISTORY     - 1935     MONUMENTED       CGS
 JX1007  HISTORY     - 1956     GOOD             NGS
 JX1007
 JX1007                          STATION DESCRIPTION
 JX1007
 JX1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1007'4 MI N FROM SMITHVILLE.
 JX1007'4.0 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE HUGHES RIVER
 JX1007'BRIDGE AT SMITHVILLE, RITCHIE COUNTY, 102 FEET NORTHEAST OF THE
 JX1007'NORTHEAST CORNER OF THE KING KNOB SCHOOL, 30 FEET WEST OF THE
 JX1007'CENTERLINE OF THE HIGHWAY, AND 2 FEET WEST OF A CABLE FENCE.  A
 JX1007'STANDARD DISK, STAMPED A 26 1935 AND SET IN THE TOP OF A CONCRETE
 JX1007'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1662 ***********************************************************************
 HX1662  DESIGNATION -  A 260
 HX1662  PID         -  HX1662
 HX1662  STATE/COUNTY-  WV/BRAXTON
 HX1662  USGS QUAD   -  NEWVILLE (1976)
 HX1662
 HX1662                         *CURRENT SURVEY CONTROL
 HX1662  ___________________________________________________________________
 HX1662* NAD 83(1986)-  38 39 32.     (N)    080 30 34.     (W)     SCALED    
 HX1662* NAVD 88     -       311.235  (meters)    1021.11   (feet)  ADJUSTED  
 HX1662  ___________________________________________________________________
 HX1662  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HX1662  DYNAMIC HT  -         311.022 (meters)    1020.41  (feet)  COMP
 HX1662  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 HX1662
 HX1662  VERT ORDER  -  SECOND    CLASS 0
 HX1662
 HX1662.The horizontal coordinates were scaled from a topographic map and have
 HX1662.an estimated accuracy of +/- 6 seconds.
 HX1662
 HX1662.The orthometric height was determined by differential leveling
 HX1662.and adjusted by the National Geodetic Survey in June 1991..
 HX1662
 HX1662.The geoid height was determined by GEOID03.
 HX1662
 HX1662.The dynamic height is computed by dividing the NAVD 88
 HX1662.geopotential number by the normal gravity value computed on the
 HX1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1662.degrees latitude (g = 980.6199 gals.).
 HX1662
 HX1662.The modeled gravity was interpolated from observed gravity values.
 HX1662
 HX1662;                    North         East    Units  Estimated Accuracy
 HX1662;SPC WV S     -   184,240.      642,700.      MT  (+/- 180 meters Scaled)
 HX1662
 HX1662                          SUPERSEDED SURVEY CONTROL
 HX1662
 HX1662  NGVD 29 (??/??/92)  311.415  (m)         1021.70   (f) ADJ UNCH    2 0
 HX1662
 HX1662.Superseded values are not recommended for survey control.
 HX1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1662.See file dsdata.txt to determine how the superseded data were derived.
 HX1662
 HX1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC426790(NAD 83)
 HX1662_MARKER: DB = BENCH MARK DISK
 HX1662_SETTING: 80 = SET IN A BOULDER
 HX1662_SP_SET: BOULDER
 HX1662_STAMPING: A 260 1962
 HX1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1662+STABILITY: SURFACE MOTION
 HX1662
 HX1662  HISTORY     - Date     Condition        Report By
 HX1662  HISTORY     - 1962     MONUMENTED       CGS
 HX1662
 HX1662                          STATION DESCRIPTION
 HX1662
 HX1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1662'4.1 MI NW FROM GUARDIAN.
 HX1662'ABOUT 4.1 MILES NORTHWEST ALONG THE HOLLY RIVER ROAD THAT FOLLOWS
 HX1662'ALONG THE RIGHT FORK OF THE HOLLY RIVER FROM THE POST OFFICE AT
 HX1662'GUARDIAN, 0.6 MILE NORTHWEST OF THE BRAXTON AND WEBSTER COUNTY
 HX1662'LINE, SET ON TOP OF A ROCK THAT IS ABOUT 18-BY 30-FOOT LONG, 57
 HX1662'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.5 FOOT EAST OF THE
 HX1662'WEST EDGE OF THE ROCK, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 HX1662'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0277 ***********************************************************************
 HX0277  DESIGNATION -  A 261
 HX0277  PID         -  HX0277
 HX0277  STATE/COUNTY-  WV/WEBSTER
 HX0277  USGS QUAD   -  SKELT (1982)
 HX0277
 HX0277                         *CURRENT SURVEY CONTROL
 HX0277  ___________________________________________________________________
 HX0277* NAD 83(1986)-  38 34 50.     (N)    080 16 26.     (W)     SCALED    
 HX0277* NAVD 88     -       916.159  (meters)    3005.76   (feet)  ADJUSTED  
 HX0277  ___________________________________________________________________
 HX0277  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX0277  DYNAMIC HT  -         915.431 (meters)    3003.38  (feet)  COMP
 HX0277  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 HX0277
 HX0277  VERT ORDER  -  SECOND    CLASS 0
 HX0277
 HX0277.The horizontal coordinates were scaled from a topographic map and have
 HX0277.an estimated accuracy of +/- 6 seconds.
 HX0277
 HX0277.The orthometric height was determined by differential leveling
 HX0277.and adjusted by the National Geodetic Survey in June 1991..
 HX0277
 HX0277.The geoid height was determined by GEOID03.
 HX0277
 HX0277.The dynamic height is computed by dividing the NAVD 88
 HX0277.geopotential number by the normal gravity value computed on the
 HX0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0277.degrees latitude (g = 980.6199 gals.).
 HX0277
 HX0277.The modeled gravity was interpolated from observed gravity values.
 HX0277
 HX0277;                    North         East    Units  Estimated Accuracy
 HX0277;SPC WV S     -   175,670.      663,270.      MT  (+/- 180 meters Scaled)
 HX0277
 HX0277                          SUPERSEDED SURVEY CONTROL
 HX0277
 HX0277  NGVD 29 (??/??/92)  916.283  (m)         3006.17   (f) ADJ UNCH    2 0
 HX0277
 HX0277.Superseded values are not recommended for survey control.
 HX0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0277.See file dsdata.txt to determine how the superseded data were derived.
 HX0277
 HX0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC632704(NAD 83)
 HX0277_MARKER: DB = BENCH MARK DISK
 HX0277_SETTING: 66 = SET IN ROCK OUTCROP
 HX0277_SP_SET: ROCK PROJECTION
 HX0277_STAMPING: A 261 1962
 HX0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0277+STABILITY: POSITION/ELEVATION WELL
 HX0277
 HX0277  HISTORY     - Date     Condition        Report By
 HX0277  HISTORY     - 1962     MONUMENTED       CGS
 HX0277
 HX0277                          STATION DESCRIPTION
 HX0277
 HX0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0277'7.2 MI SW FROM PICKENS.
 HX0277'ABOUT 7.2 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO SKELT
 HX0277'FROM THE POST OFFICE AT PICKENS, ON THE INSIDE AT THE SOUTH END
 HX0277'OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND SOUTH, SET
 HX0277'VERTICALLY IN THE WEST FACE OF A ROCK THAT IS ABOUT 8 FEET LONG
 HX0277'AND PROJECTS OUT OF THE ROAD BANK, 8 FEET EAST OF THE CENTER LINE
 HX0277'OF THE ROAD, 4 FEET SOUTH OF THE NORTH END OF THE ROCK, AND ABOUT
 HX0277'1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0301 ***********************************************************************
 HX0301  DESIGNATION -  A 262
 HX0301  PID         -  HX0301
 HX0301  STATE/COUNTY-  WV/WEBSTER
 HX0301  USGS QUAD   -  GOSHEN (1987)
 HX0301
 HX0301                         *CURRENT SURVEY CONTROL
 HX0301  ___________________________________________________________________
 HX0301* NAD 83(1986)-  38 40 05.     (N)    080 18 25.     (W)     SCALED    
 HX0301* NAVD 88     -       743.239  (meters)    2438.44   (feet)  ADJUSTED  
 HX0301  ___________________________________________________________________
 HX0301  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HX0301  DYNAMIC HT  -         742.686 (meters)    2436.63  (feet)  COMP
 HX0301  MODELED GRAV-     979,858.9   (mgal)                       NAVD 88
 HX0301
 HX0301  VERT ORDER  -  SECOND    CLASS 0
 HX0301
 HX0301.The horizontal coordinates were scaled from a topographic map and have
 HX0301.an estimated accuracy of +/- 6 seconds.
 HX0301
 HX0301.The orthometric height was determined by differential leveling
 HX0301.and adjusted by the National Geodetic Survey in June 1991..
 HX0301
 HX0301.The geoid height was determined by GEOID03.
 HX0301
 HX0301.The dynamic height is computed by dividing the NAVD 88
 HX0301.geopotential number by the normal gravity value computed on the
 HX0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0301.degrees latitude (g = 980.6199 gals.).
 HX0301
 HX0301.The modeled gravity was interpolated from observed gravity values.
 HX0301
 HX0301;                    North         East    Units  Estimated Accuracy
 HX0301;SPC WV S     -   185,370.      660,310.      MT  (+/- 180 meters Scaled)
 HX0301
 HX0301                          SUPERSEDED SURVEY CONTROL
 HX0301
 HX0301  NGVD 29 (??/??/92)  743.394  (m)         2438.95   (f) ADJ UNCH    2 0
 HX0301
 HX0301.Superseded values are not recommended for survey control.
 HX0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0301.See file dsdata.txt to determine how the superseded data were derived.
 HX0301
 HX0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC602801(NAD 83)
 HX0301_MARKER: DB = BENCH MARK DISK
 HX0301_SETTING: 66 = SET IN ROCK OUTCROP
 HX0301_SP_SET: ROCK PROJECTION
 HX0301_STAMPING: A 262 1962
 HX0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0301+STABILITY: POSITION/ELEVATION WELL
 HX0301
 HX0301  HISTORY     - Date     Condition        Report By
 HX0301  HISTORY     - 1962     MONUMENTED       CGS
 HX0301
 HX0301                          STATION DESCRIPTION
 HX0301
 HX0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0301'7.2 MI W FROM PICKENS.
 HX0301'ABOUT 7.2 MILES NORTHWEST AND THEN WEST ALONG A GRAVEL ROAD
 HX0301'FROM THE POST OFFICE AT PICKENS, ON THE INSIDE OF A CURVE WITH
 HX0301'THE TANGENTS EXTENDING TO THE SOUTHWEST AND SOUTHEAST, SET
 HX0301'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK THAT IS ABOUT 15 FEET
 HX0301'LONG AND PROJECTS OUT OF THE ROAD BANK, 17 FEET SOUTHEAST OF THE
 HX0301'CENTER LINE OF THE ROAD, 1 FOOT EAST OF THE WEST EDGE OF THE
 HX0301'ROCK, 1 FOOT ABOVE THE GROUND, AND ABOUT 5 FEET ABOVE THE LEVEL
 HX0301'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0243 ***********************************************************************
 HX0243  DESIGNATION -  A 263
 HX0243  PID         -  HX0243
 HX0243  STATE/COUNTY-  WV/WEBSTER
 HX0243  USGS QUAD   -  HACKER VALLEY (1967)
 HX0243
 HX0243                         *CURRENT SURVEY CONTROL
 HX0243  ___________________________________________________________________
 HX0243* NAD 83(1986)-  38 39 47.     (N)    080 27 40.     (W)     SCALED    
 HX0243* NAVD 88     -       392.622  (meters)    1288.13   (feet)  ADJUSTED  
 HX0243  ___________________________________________________________________
 HX0243  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 HX0243  DYNAMIC HT  -         392.353 (meters)    1287.24  (feet)  COMP
 HX0243  MODELED GRAV-     979,930.5   (mgal)                       NAVD 88
 HX0243
 HX0243  VERT ORDER  -  SECOND    CLASS 0
 HX0243
 HX0243.The horizontal coordinates were scaled from a topographic map and have
 HX0243.an estimated accuracy of +/- 6 seconds.
 HX0243
 HX0243.The orthometric height was determined by differential leveling
 HX0243.and adjusted by the National Geodetic Survey in June 1991..
 HX0243
 HX0243.The geoid height was determined by GEOID03.
 HX0243
 HX0243.The dynamic height is computed by dividing the NAVD 88
 HX0243.geopotential number by the normal gravity value computed on the
 HX0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0243.degrees latitude (g = 980.6199 gals.).
 HX0243
 HX0243.The modeled gravity was interpolated from observed gravity values.
 HX0243
 HX0243;                    North         East    Units  Estimated Accuracy
 HX0243;SPC WV S     -   184,720.      646,900.      MT  (+/- 180 meters Scaled)
 HX0243
 HX0243                          SUPERSEDED SURVEY CONTROL
 HX0243
 HX0243  NGVD 29 (??/??/92)  392.802  (m)         1288.72   (f) ADJ UNCH    2 0
 HX0243
 HX0243.Superseded values are not recommended for survey control.
 HX0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0243.See file dsdata.txt to determine how the superseded data were derived.
 HX0243
 HX0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC468795(NAD 83)
 HX0243_MARKER: DB = BENCH MARK DISK
 HX0243_SETTING: 80 = SET IN A BOULDER
 HX0243_SP_SET: BOULDER
 HX0243_STAMPING: A 263 1962
 HX0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0243+STABILITY: SURFACE MOTION
 HX0243
 HX0243  HISTORY     - Date     Condition        Report By
 HX0243  HISTORY     - 1962     MONUMENTED       CGS
 HX0243
 HX0243                          STATION DESCRIPTION
 HX0243
 HX0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0243'5.5 MI NW FROM HACKER VALLEY.
 HX0243'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0243'OFFICE AT HACKER VALLEY, THENCE 5.4 MILES NORTHWEST ALONG REPLETE
 HX0243'ROAD, SET VERTICALLY IN THE SOUTH FACE OF A EMBEDDED BOULDER
 HX0243'THAT IS ABOUT 14-FOOT LONG, 10 1/2 FEET NORTH OF THE CENTER LINE
 HX0243'OF THE ROAD, 8 1/2 FEET WEST OF THE EAST EDGE OF THE BOULDER,
 HX0243'AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1576 ***********************************************************************
 HX1576  DESIGNATION -  A 264
 HX1576  PID         -  HX1576
 HX1576  STATE/COUNTY-  WV/BRAXTON
 HX1576  USGS QUAD   -  ERBACON (1976)
 HX1576
 HX1576                         *CURRENT SURVEY CONTROL
 HX1576  ___________________________________________________________________
 HX1576* NAD 83(1986)-  38 35 54.     (N)    080 34 24.     (W)     SCALED    
 HX1576* NAVD 88     -       309.140  (meters)    1014.24   (feet)  ADJUSTED  
 HX1576  ___________________________________________________________________
 HX1576  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HX1576  DYNAMIC HT  -         308.923 (meters)    1013.52  (feet)  COMP
 HX1576  MODELED GRAV-     979,919.5   (mgal)                       NAVD 88
 HX1576
 HX1576  VERT ORDER  -  SECOND    CLASS 0
 HX1576
 HX1576.The horizontal coordinates were scaled from a topographic map and have
 HX1576.an estimated accuracy of +/- 6 seconds.
 HX1576
 HX1576.The orthometric height was determined by differential leveling
 HX1576.and adjusted by the National Geodetic Survey in June 1991..
 HX1576
 HX1576.The geoid height was determined by GEOID03.
 HX1576
 HX1576.The dynamic height is computed by dividing the NAVD 88
 HX1576.geopotential number by the normal gravity value computed on the
 HX1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1576.degrees latitude (g = 980.6199 gals.).
 HX1576
 HX1576.The modeled gravity was interpolated from observed gravity values.
 HX1576
 HX1576;                    North         East    Units  Estimated Accuracy
 HX1576;SPC WV S     -   177,490.      637,170.      MT  (+/- 180 meters Scaled)
 HX1576
 HX1576                          SUPERSEDED SURVEY CONTROL
 HX1576
 HX1576  NGVD 29 (??/??/92)  309.325  (m)         1014.84   (f) ADJ UNCH    2 0
 HX1576
 HX1576.Superseded values are not recommended for survey control.
 HX1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1576.See file dsdata.txt to determine how the superseded data were derived.
 HX1576
 HX1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC371722(NAD 83)
 HX1576_MARKER: DB = BENCH MARK DISK
 HX1576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1576_SP_SET: ABUTMENT
 HX1576_STAMPING: A 264 1962
 HX1576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1576
 HX1576  HISTORY     - Date     Condition        Report By
 HX1576  HISTORY     - 1962     MONUMENTED       CGS
 HX1576
 HX1576                          STATION DESCRIPTION
 HX1576
 HX1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1576'1.2 MI S FROM CENTRALIA.
 HX1576'ABOUT 1.2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1576'FROM THE STATION AT CENTRALIA, 0.1 MILE SOUTH OF POLE 97-20, SET
 HX1576'ON TOP OF WEST END OF NORTH ABUTMENT OF TRESTLE OVER CAMP CREEK,
 HX1576'15 FEET WEST OF WEST RAIL, AND IS ABOUT 4 FEET BELOW LEVEL OF
 HX1576'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1981 ***********************************************************************
 HW1981  DESIGNATION -  A 265
 HW1981  PID         -  HW1981
 HW1981  STATE/COUNTY-  WV/RANDOLPH
 HW1981  USGS QUAD   -  MILL CREEK (1995)
 HW1981
 HW1981                         *CURRENT SURVEY CONTROL
 HW1981  ___________________________________________________________________
 HW1981* NAD 83(1986)-  38 37 48.     (N)    079 54 40.     (W)     SCALED    
 HW1981* NAVD 88     -      1146.840  (meters)    3762.59   (feet)  ADJUSTED  
 HW1981  ___________________________________________________________________
 HW1981  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HW1981  DYNAMIC HT  -        1145.891 (meters)    3759.48  (feet)  COMP
 HW1981  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 HW1981
 HW1981  VERT ORDER  -  SECOND    CLASS 0
 HW1981
 HW1981.The horizontal coordinates were scaled from a topographic map and have
 HW1981.an estimated accuracy of +/- 6 seconds.
 HW1981
 HW1981.The orthometric height was determined by differential leveling
 HW1981.and adjusted by the National Geodetic Survey in June 1991..
 HW1981
 HW1981.The geoid height was determined by GEOID03.
 HW1981
 HW1981.The dynamic height is computed by dividing the NAVD 88
 HW1981.geopotential number by the normal gravity value computed on the
 HW1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1981.degrees latitude (g = 980.6199 gals.).
 HW1981
 HW1981.The modeled gravity was interpolated from observed gravity values.
 HW1981
 HW1981;                    North         East    Units  Estimated Accuracy
 HW1981;SPC WV S     -   181,470.      694,810.      MT  (+/- 180 meters Scaled)
 HW1981
 HW1981                          SUPERSEDED SURVEY CONTROL
 HW1981
 HW1981  NGVD 29 (??/??/92) 1146.907  (m)         3762.81   (f) ADJ UNCH    2 0
 HW1981
 HW1981.Superseded values are not recommended for survey control.
 HW1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1981.See file dsdata.txt to determine how the superseded data were derived.
 HW1981
 HW1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC947762(NAD 83)
 HW1981_MARKER: DB = BENCH MARK DISK
 HW1981_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1981_SP_SET: BASIN
 HW1981_STAMPING: A 265 1962
 HW1981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1981
 HW1981  HISTORY     - Date     Condition        Report By
 HW1981  HISTORY     - 1962     MONUMENTED       CGS
 HW1981
 HW1981                          STATION DESCRIPTION
 HW1981
 HW1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1981'10.2 MI NW FROM DURBIN.
 HW1981'ABOUT 10.25 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE
 HW1981'POST OFFICE AT DURBIN, ABOUT 9.3 MILES SOUTHEAST ALONG U.S.
 HW1981'HIGHWAY 250 FROM THE JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT
 HW1981'HUTTONSVILLE, 18 FEET SOUTH OF CENTER LINE OF HIGHWAY, ABOUT
 HW1981'LEVEL WITH HIGHWAY, 1 FOOT SOUTHWEST OF NORTHEAST CORNER OF
 HW1981'BASIN, AND SET ON TOP OF NORTHEAST CORNER OF A CONCRETE CATCH
 HW1981'BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1875 ***********************************************************************
 HW1875  DESIGNATION -  A 266
 HW1875  PID         -  HW1875
 HW1875  STATE/COUNTY-  WV/POCAHONTAS
 HW1875  USGS QUAD   -  CASS (1995)
 HW1875
 HW1875                         *CURRENT SURVEY CONTROL
 HW1875  ___________________________________________________________________
 HW1875* NAD 83(1986)-  38 27 17.     (N)    079 57 25.     (W)     SCALED    
 HW1875* NAVD 88     -      1174.092  (meters)    3852.00   (feet)  ADJUSTED  
 HW1875  ___________________________________________________________________
 HW1875  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HW1875  DYNAMIC HT  -        1173.154 (meters)    3848.92  (feet)  COMP
 HW1875  MODELED GRAV-     979,786.1   (mgal)                       NAVD 88
 HW1875
 HW1875  VERT ORDER  -  SECOND    CLASS 0
 HW1875
 HW1875.The horizontal coordinates were scaled from a topographic map and have
 HW1875.an estimated accuracy of +/- 6 seconds.
 HW1875
 HW1875.The orthometric height was determined by differential leveling
 HW1875.and adjusted by the National Geodetic Survey in June 1991..
 HW1875
 HW1875.The geoid height was determined by GEOID03.
 HW1875
 HW1875.The dynamic height is computed by dividing the NAVD 88
 HW1875.geopotential number by the normal gravity value computed on the
 HW1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1875.degrees latitude (g = 980.6199 gals.).
 HW1875
 HW1875.The modeled gravity was interpolated from observed gravity values.
 HW1875
 HW1875;                    North         East    Units  Estimated Accuracy
 HW1875;SPC WV S     -   161,970.      691,040.      MT  (+/- 180 meters Scaled)
 HW1875
 HW1875                          SUPERSEDED SURVEY CONTROL
 HW1875
 HW1875  NGVD 29 (??/??/92) 1174.182  (m)         3852.30   (f) ADJ UNCH    2 0
 HW1875
 HW1875.Superseded values are not recommended for survey control.
 HW1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1875.See file dsdata.txt to determine how the superseded data were derived.
 HW1875
 HW1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC910567(NAD 83)
 HW1875_MARKER: DB = BENCH MARK DISK
 HW1875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1875_SP_SET: BRIDGE
 HW1875_STAMPING: A 266 1962
 HW1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1875
 HW1875  HISTORY     - Date     Condition        Report By
 HW1875  HISTORY     - 1962     MONUMENTED       CGS
 HW1875
 HW1875                          STATION DESCRIPTION
 HW1875
 HW1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1875'8.7 MI NW FROM CASS.
 HW1875'ABOUT 7.4 MILES NORTH AND NORTHWEST ALONG THE CHEAT AND BALD
 HW1875'KNOB SCENIC RAILROAD FROM THE POST OFFICE AT CASS, THENCE 1.3
 HW1875'MILES NORTH ALONG AN ABANDONED RAILROAD BED, ABOUT 110 YARDS
 HW1875'SOUTH OF WESTERN MARYLAND RAILROAD FLAGSTOP AS SPRUCE, SET ON
 HW1875'TOP OF SOUTH ABUTMENT OF CONCRETE BRIDGE OVER SHAVERS FORK, 4
 HW1875'FEET WEST OF EAST END, AND ABOUT 4 FEET BELOW LEVEL OF ROAD
 HW1875'BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1501 ***********************************************************************
 HX1501  DESIGNATION -  A 267
 HX1501  PID         -  HX1501
 HX1501  STATE/COUNTY-  WV/BRAXTON
 HX1501  USGS QUAD   -  SUTTON (1976)
 HX1501
 HX1501                         *CURRENT SURVEY CONTROL
 HX1501  ___________________________________________________________________
 HX1501* NAD 83(1986)-  38 44 46.     (N)    080 39 30.     (W)     SCALED    
 HX1501* NAVD 88     -       276.317  (meters)     906.55   (feet)  ADJUSTED  
 HX1501  ___________________________________________________________________
 HX1501  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HX1501  DYNAMIC HT  -         276.131 (meters)     905.94  (feet)  COMP
 HX1501  MODELED GRAV-     979,950.7   (mgal)                       NAVD 88
 HX1501
 HX1501  VERT ORDER  -  SECOND    CLASS 0
 HX1501
 HX1501.The horizontal coordinates were scaled from a topographic map and have
 HX1501.an estimated accuracy of +/- 6 seconds.
 HX1501
 HX1501.The orthometric height was determined by differential leveling
 HX1501.and adjusted by the National Geodetic Survey in June 1991..
 HX1501
 HX1501.The geoid height was determined by GEOID03.
 HX1501
 HX1501.The dynamic height is computed by dividing the NAVD 88
 HX1501.geopotential number by the normal gravity value computed on the
 HX1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1501.degrees latitude (g = 980.6199 gals.).
 HX1501
 HX1501.The modeled gravity was interpolated from observed gravity values.
 HX1501
 HX1501;                    North         East    Units  Estimated Accuracy
 HX1501;SPC WV S     -   193,860.      629,700.      MT  (+/- 180 meters Scaled)
 HX1501
 HX1501                          SUPERSEDED SURVEY CONTROL
 HX1501
 HX1501  NGVD 29 (??/??/92)  276.510  (m)          907.18   (f) ADJ UNCH    2 0
 HX1501
 HX1501.Superseded values are not recommended for survey control.
 HX1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1501.See file dsdata.txt to determine how the superseded data were derived.
 HX1501
 HX1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC296886(NAD 83)
 HX1501_MARKER: DB = BENCH MARK DISK
 HX1501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1501_SP_SET: CULVERT
 HX1501_STAMPING: A 267 1962
 HX1501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1501
 HX1501  HISTORY     - Date     Condition        Report By
 HX1501  HISTORY     - 1962     MONUMENTED       CGS
 HX1501
 HX1501                          STATION DESCRIPTION
 HX1501
 HX1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1501'1.4 MI SW FROM HEATERS.
 HX1501'ABOUT 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1501'OFFICE AT HEATERS, SET ON TOP OF THE SOUTH END OF THE EAST
 HX1501'HEAD WALL OF A 10-FOOT BOX CULVERT, 90 FEET SOUTHEAST OF A
 HX1501'RAILROAD TRESTLE 834, 18 FEET EAST OF THE CENTER LINE OF THE
 HX1501'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0160 ***********************************************************************
 HX0160  DESIGNATION -  A 268
 HX0160  PID         -  HX0160
 HX0160  STATE/COUNTY-  WV/UPSHUR
 HX0160  USGS QUAD   -  WALKERSVILLE (1976)
 HX0160
 HX0160                         *CURRENT SURVEY CONTROL
 HX0160  ___________________________________________________________________
 HX0160* NAD 83(1986)-  38 49 40.     (N)    080 22 57.     (W)     SCALED    
 HX0160* NAVD 88     -       498.352  (meters)    1635.01   (feet)  ADJUSTED  
 HX0160  ___________________________________________________________________
 HX0160  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HX0160  DYNAMIC HT  -         498.008 (meters)    1633.88  (feet)  COMP
 HX0160  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 HX0160
 HX0160  VERT ORDER  -  SECOND    CLASS 0
 HX0160
 HX0160.The horizontal coordinates were scaled from a topographic map and have
 HX0160.an estimated accuracy of +/- 6 seconds.
 HX0160
 HX0160.The orthometric height was determined by differential leveling
 HX0160.and adjusted by the National Geodetic Survey in June 1991..
 HX0160
 HX0160.The geoid height was determined by GEOID03.
 HX0160
 HX0160.The dynamic height is computed by dividing the NAVD 88
 HX0160.geopotential number by the normal gravity value computed on the
 HX0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0160.degrees latitude (g = 980.6199 gals.).
 HX0160
 HX0160.The modeled gravity was interpolated from observed gravity values.
 HX0160
 HX0160;                    North         East    Units  Estimated Accuracy
 HX0160;SPC WV S     -   203,050.      653,620.      MT  (+/- 180 meters Scaled)
 HX0160
 HX0160                          SUPERSEDED SURVEY CONTROL
 HX0160
 HX0160  NGVD 29 (??/??/92)  498.531  (m)         1635.60   (f) ADJ UNCH    2 0
 HX0160
 HX0160.Superseded values are not recommended for survey control.
 HX0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0160.See file dsdata.txt to determine how the superseded data were derived.
 HX0160
 HX0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC536978(NAD 83)
 HX0160_MARKER: DB = BENCH MARK DISK
 HX0160_SETTING: 66 = SET IN ROCK OUTCROP
 HX0160_SP_SET: ROCK LEDGE
 HX0160_STAMPING: A 268 1962
 HX0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0160+STABILITY: POSITION/ELEVATION WELL
 HX0160
 HX0160  HISTORY     - Date     Condition        Report By
 HX0160  HISTORY     - 1962     MONUMENTED       CGS
 HX0160
 HX0160                          STATION DESCRIPTION
 HX0160
 HX0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0160'2.7 MI W FROM ROCK CAVE.
 HX0160'ABOUT 2.7 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE
 HX0160'AT ROCK CAVE, 0.4 MILE WEST OF THE JUNCTION OF COUNTY ROAD 35/5,
 HX0160'ON THE INSIDE OF A CURVE WITH THE TANGENTS EXTENDING TO THE NORTH
 HX0160'AND SOUTHEAST, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK
 HX0160'LEDGE THAT IS ABOUT 40 FEET LONG AND 7 FEET HIGH, 6 FEET SOUTHWEST
 HX0160'OF THE NORTHEAST END OF THE LEDGE, 25 FEET SOUTHEAST OF THE
 HX0160'CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX0160'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0227 ***********************************************************************
 HX0227  DESIGNATION -  A 269
 HX0227  PID         -  HX0227
 HX0227  STATE/COUNTY-  WV/WEBSTER
 HX0227  USGS QUAD   -  HACKER VALLEY (1967)
 HX0227
 HX0227                         *CURRENT SURVEY CONTROL
 HX0227  ___________________________________________________________________
 HX0227* NAD 83(1986)-  38 44 15.     (N)    080 24 07.     (W)     SCALED    
 HX0227* NAVD 88     -       451.038  (meters)    1479.78   (feet)  ADJUSTED  
 HX0227  ___________________________________________________________________
 HX0227  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HX0227  DYNAMIC HT  -         450.728 (meters)    1478.76  (feet)  COMP
 HX0227  MODELED GRAV-     979,926.4   (mgal)                       NAVD 88
 HX0227
 HX0227  VERT ORDER  -  SECOND    CLASS 0
 HX0227
 HX0227.The horizontal coordinates were scaled from a topographic map and have
 HX0227.an estimated accuracy of +/- 6 seconds.
 HX0227
 HX0227.The orthometric height was determined by differential leveling
 HX0227.and adjusted by the National Geodetic Survey in June 1991..
 HX0227
 HX0227.The geoid height was determined by GEOID03.
 HX0227
 HX0227.The dynamic height is computed by dividing the NAVD 88
 HX0227.geopotential number by the normal gravity value computed on the
 HX0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0227.degrees latitude (g = 980.6199 gals.).
 HX0227
 HX0227.The modeled gravity was interpolated from observed gravity values.
 HX0227
 HX0227;                    North         East    Units  Estimated Accuracy
 HX0227;SPC WV S     -   193,020.      652,000.      MT  (+/- 180 meters Scaled)
 HX0227
 HX0227                          SUPERSEDED SURVEY CONTROL
 HX0227
 HX0227  NGVD 29 (??/??/92)  451.216  (m)         1480.36   (f) ADJ UNCH    2 0
 HX0227
 HX0227.Superseded values are not recommended for survey control.
 HX0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0227.See file dsdata.txt to determine how the superseded data were derived.
 HX0227
 HX0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC519878(NAD 83)
 HX0227_MARKER: DB = BENCH MARK DISK
 HX0227_SETTING: 66 = SET IN ROCK OUTCROP
 HX0227_SP_SET: ROCK
 HX0227_STAMPING: A 269 1962
 HX0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0227+STABILITY: POSITION/ELEVATION WELL
 HX0227
 HX0227  HISTORY     - Date     Condition        Report By
 HX0227  HISTORY     - 1962     MONUMENTED       CGS
 HX0227
 HX0227                          STATION DESCRIPTION
 HX0227
 HX0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0227'1.3 MI NW FROM CLEVELAND.
 HX0227'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0227'AT CLEVELAND, THENCE ABOUT 1.2 MILES NORTHWEST ALONG A GRAVEL ROAD
 HX0227'THAT FOLLOWS ALONG THE WEBSTER AND LEWIS COUNTY LINE, SET ON
 HX0227'TOP OF THE WEST END OF AN EMBEDDED ROCK THAT IS ABOUT 10-BY
 HX0227'14-FOOT LONG AND 2 FEET HIGH, 102 FEET SOUTHWEST OF THE CENTER OF
 HX0227'A ROAD JUNCTION, 19 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HX0227'ROAD, AND ABOUT 9 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0895 ***********************************************************************
 JW0895  DESIGNATION -  A 27
 JW0895  PID         -  JW0895
 JW0895  STATE/COUNTY-  WV/MONONGALIA
 JW0895  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0895
 JW0895                         *CURRENT SURVEY CONTROL
 JW0895  ___________________________________________________________________
 JW0895* NAD 83(1986)-  39 39 32.     (N)    079 59 28.     (W)     SCALED    
 JW0895* NAVD 88     -       251.739  (meters)     825.91   (feet)  ADJUSTED  
 JW0895  ___________________________________________________________________
 JW0895  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JW0895  DYNAMIC HT  -         251.591 (meters)     825.43  (feet)  COMP
 JW0895  MODELED GRAV-     980,032.4   (mgal)                       NAVD 88
 JW0895
 JW0895  VERT ORDER  -  FIRST     CLASS II
 JW0895
 JW0895.The horizontal coordinates were scaled from a topographic map and have
 JW0895.an estimated accuracy of +/- 6 seconds.
 JW0895
 JW0895.The orthometric height was determined by differential leveling
 JW0895.and adjusted by the National Geodetic Survey in June 1991..
 JW0895
 JW0895.The geoid height was determined by GEOID03.
 JW0895
 JW0895.The dynamic height is computed by dividing the NAVD 88
 JW0895.geopotential number by the normal gravity value computed on the
 JW0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0895.degrees latitude (g = 980.6199 gals.).
 JW0895
 JW0895.The modeled gravity was interpolated from observed gravity values.
 JW0895
 JW0895;                    North         East    Units  Estimated Accuracy
 JW0895;SPC WV N     -   128,770.      557,860.      MT  (+/- 180 meters Scaled)
 JW0895
 JW0895                          SUPERSEDED SURVEY CONTROL
 JW0895
 JW0895  NGVD 29 (??/??/92)  251.851  (m)          826.28   (f) ADJ UNCH    1 2
 JW0895
 JW0895.Superseded values are not recommended for survey control.
 JW0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0895.See file dsdata.txt to determine how the superseded data were derived.
 JW0895
 JW0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND865903(NAD 83)
 JW0895_MARKER: DB = BENCH MARK DISK
 JW0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0895_STAMPING: A 27 1935
 JW0895_MARK LOGO: CGS   
 JW0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0895+STABILITY: SURFACE MOTION
 JW0895
 JW0895  HISTORY     - Date     Condition        Report By
 JW0895  HISTORY     - 1935     MONUMENTED       CGS
 JW0895  HISTORY     - 1961     GOOD             NGS
 JW0895  HISTORY     - 1983     GOOD             NGS
 JW0895
 JW0895                          STATION DESCRIPTION
 JW0895
 JW0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JW0895'AT STAR CITY.
 JW0895'AT STAR CITY, MONONGALIA COUNTY, 420 FEET SOUTHEAST OF THE
 JW0895'BALTIMORE AND OHIO RAILROAD STATION, 50 FEET NORTH OF POLE
 JW0895'99+12, 27 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 27 FEET
 JW0895'SOUTHWEST OF THE CENTER OF A ROAD PARALLELING THE TRACK.  A
 JW0895'STANDARD DISK, STAMPED A 27 1935 AND SET IN THE TOP OF A CONCRETE
 JW0895'POST.
 JW0895
 JW0895                          STATION RECOVERY (1983)
 JW0895
 JW0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0895'RECOVERED IN GOOD CONDITION, INACCESSIBLE TO NEW LEVEL LINE, NOT
 JW0895'LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0204 ***********************************************************************
 HX0204  DESIGNATION -  A 270
 HX0204  PID         -  HX0204
 HX0204  STATE/COUNTY-  WV/UPSHUR
 HX0204  USGS QUAD   -  GOSHEN (1987)
 HX0204
 HX0204                         *CURRENT SURVEY CONTROL
 HX0204  ___________________________________________________________________
 HX0204* NAD 83(1986)-  38 44 49.     (N)    080 22 14.     (W)     SCALED    
 HX0204* NAVD 88     -       554.446  (meters)    1819.04   (feet)  ADJUSTED  
 HX0204  ___________________________________________________________________
 HX0204  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 HX0204  DYNAMIC HT  -         554.059 (meters)    1817.78  (feet)  COMP
 HX0204  MODELED GRAV-     979,911.1   (mgal)                       NAVD 88
 HX0204
 HX0204  VERT ORDER  -  SECOND    CLASS 0
 HX0204
 HX0204.The horizontal coordinates were scaled from a topographic map and have
 HX0204.an estimated accuracy of +/- 6 seconds.
 HX0204
 HX0204.The orthometric height was determined by differential leveling
 HX0204.and adjusted by the National Geodetic Survey in June 1991..
 HX0204
 HX0204.The geoid height was determined by GEOID03.
 HX0204
 HX0204.The dynamic height is computed by dividing the NAVD 88
 HX0204.geopotential number by the normal gravity value computed on the
 HX0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0204.degrees latitude (g = 980.6199 gals.).
 HX0204
 HX0204.The modeled gravity was interpolated from observed gravity values.
 HX0204
 HX0204;                    North         East    Units  Estimated Accuracy
 HX0204;SPC WV S     -   194,080.      654,720.      MT  (+/- 180 meters Scaled)
 HX0204
 HX0204                          SUPERSEDED SURVEY CONTROL
 HX0204
 HX0204  NGVD 29 (??/??/92)  554.623  (m)         1819.63   (f) ADJ UNCH    2 0
 HX0204
 HX0204.Superseded values are not recommended for survey control.
 HX0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0204.See file dsdata.txt to determine how the superseded data were derived.
 HX0204
 HX0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC546888(NAD 83)
 HX0204_MARKER: DB = BENCH MARK DISK
 HX0204_SETTING: 66 = SET IN ROCK OUTCROP
 HX0204_SP_SET: ROCK CUT
 HX0204_STAMPING: A 270 1962
 HX0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0204+STABILITY: POSITION/ELEVATION WELL
 HX0204
 HX0204  HISTORY     - Date     Condition        Report By
 HX0204  HISTORY     - 1962     MONUMENTED       CGS
 HX0204
 HX0204                          STATION DESCRIPTION
 HX0204
 HX0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0204'2 MI NE FROM CLEVELAND.
 HX0204'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 HX0204'POST OFFICE AT CLEVELAND, ON THE INSIDE OF A CURVE WITH THE
 HX0204'TANGENTS EXTENDING TO THE NORTHEAST AND NORTHWEST, SET
 HX0204'VERTICALLY IN THE SOUTH FACE OF A ROCK CUT THAT IS ABOUT 250
 HX0204'YARDS LONG AND 20 FEET HIGH, 20 FEET NORTH OF THE CENTER LINE OF
 HX0204'THE HIGHWAY, 75 FEET EAST OF THE NORTH HEAD WALL OF A PIPE
 HX0204'CULVERT, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1549 ***********************************************************************
 HX1549  DESIGNATION -  A 271
 HX1549  PID         -  HX1549
 HX1549  STATE/COUNTY-  WV/LEWIS
 HX1549  USGS QUAD   -  ORLANDO (1989)
 HX1549
 HX1549                         *CURRENT SURVEY CONTROL
 HX1549  ___________________________________________________________________
 HX1549* NAD 83(1986)-  38 51 57.     (N)    080 33 54.     (W)     SCALED    
 HX1549* NAVD 88     -       248.524  (meters)     815.37   (feet)  ADJUSTED  
 HX1549  ___________________________________________________________________
 HX1549  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HX1549  DYNAMIC HT  -         248.363 (meters)     814.84  (feet)  COMP
 HX1549  MODELED GRAV-     979,973.9   (mgal)                       NAVD 88
 HX1549
 HX1549  VERT ORDER  -  SECOND    CLASS 0
 HX1549
 HX1549.The horizontal coordinates were scaled from a topographic map and have
 HX1549.an estimated accuracy of +/- 6 seconds.
 HX1549
 HX1549.The orthometric height was determined by differential leveling
 HX1549.and adjusted by the National Geodetic Survey in June 1991..
 HX1549
 HX1549.The geoid height was determined by GEOID03.
 HX1549
 HX1549.The dynamic height is computed by dividing the NAVD 88
 HX1549.geopotential number by the normal gravity value computed on the
 HX1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1549.degrees latitude (g = 980.6199 gals.).
 HX1549
 HX1549.The modeled gravity was interpolated from observed gravity values.
 HX1549
 HX1549;                    North         East    Units  Estimated Accuracy
 HX1549;SPC WV S     -   207,180.      637,750.      MT  (+/- 180 meters Scaled)
 HX1549
 HX1549                          SUPERSEDED SURVEY CONTROL
 HX1549
 HX1549  NGVD 29 (??/??/92)  248.725  (m)          816.03   (f) ADJ UNCH    2 0
 HX1549
 HX1549.Superseded values are not recommended for survey control.
 HX1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1549.See file dsdata.txt to determine how the superseded data were derived.
 HX1549
 HX1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND377019(NAD 83)
 HX1549_MARKER: DB = BENCH MARK DISK
 HX1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1549_STAMPING: A 271 1962
 HX1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1549+STABILITY: SURFACE MOTION
 HX1549
 HX1549  HISTORY     - Date     Condition        Report By
 HX1549  HISTORY     - 1962     MONUMENTED       CGS
 HX1549
 HX1549                          STATION DESCRIPTION
 HX1549
 HX1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1549'2 MI E FROM ORLANDO.
 HX1549'ABOUT 2.0 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1549'THE POST OFFICE AT ORLANDO, AT A ROAD CROSSING, 3 1/2 FEET WEST
 HX1549'OF A TELEPHONE POLE AND IN LINE WITH A ROW OF POLES, 166 FEET
 HX1549'SOUTH OF A FARM HOUSE, 84 FEET NORTHWEST OF THE CENTER OF THE
 HX1549'ROAD CROSSING, 43 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER
 HX1549'OF A STONE CULVERT, 37 FEET NORTH OF THE NORTH RAIL, 21 1/2
 HX1549'FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD THAT FOLLOWS ALONG
 HX1549'THE TRACK AT THIS POINT, 1 1/2 FEET EAST OF A STEEL WITNESS
 HX1549'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IS
 HX1549'SET IN THE TOP OF A CONCRETE POST THAT IS PROJECTING ABOUT 5
 HX1549'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0358 ***********************************************************************
 HX0358  DESIGNATION -  A 272
 HX0358  PID         -  HX0358
 HX0358  STATE/COUNTY-  WV/UPSHUR
 HX0358  USGS QUAD   -  ALTON (1989)
 HX0358
 HX0358                         *CURRENT SURVEY CONTROL
 HX0358  ___________________________________________________________________
 HX0358* NAD 83(1986)-  38 45 26.     (N)    080 14 02.     (W)     SCALED    
 HX0358* NAVD 88     -       574.859  (meters)    1886.02   (feet)  ADJUSTED  
 HX0358  ___________________________________________________________________
 HX0358  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HX0358  DYNAMIC HT  -         574.435 (meters)    1884.63  (feet)  COMP
 HX0358  MODELED GRAV-     979,871.2   (mgal)                       NAVD 88
 HX0358
 HX0358  VERT ORDER  -  SECOND    CLASS 0
 HX0358
 HX0358.The horizontal coordinates were scaled from a topographic map and have
 HX0358.an estimated accuracy of +/- 6 seconds.
 HX0358
 HX0358.The orthometric height was determined by differential leveling
 HX0358.and adjusted by the National Geodetic Survey in June 1991..
 HX0358
 HX0358.The geoid height was determined by GEOID03.
 HX0358
 HX0358.The dynamic height is computed by dividing the NAVD 88
 HX0358.geopotential number by the normal gravity value computed on the
 HX0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0358.degrees latitude (g = 980.6199 gals.).
 HX0358
 HX0358.The modeled gravity was interpolated from observed gravity values.
 HX0358
 HX0358;                    North         East    Units  Estimated Accuracy
 HX0358;SPC WV S     -   195,310.      666,590.      MT  (+/- 180 meters Scaled)
 HX0358
 HX0358                          SUPERSEDED SURVEY CONTROL
 HX0358
 HX0358  NGVD 29 (??/??/92)  575.007  (m)         1886.50   (f) ADJ UNCH    2 0
 HX0358
 HX0358.Superseded values are not recommended for survey control.
 HX0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0358.See file dsdata.txt to determine how the superseded data were derived.
 HX0358
 HX0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC665901(NAD 83)
 HX0358_MARKER: DB = BENCH MARK DISK
 HX0358_SETTING: 66 = SET IN ROCK OUTCROP
 HX0358_SP_SET: ROCK CUT
 HX0358_STAMPING: A 272 1962
 HX0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0358+STABILITY: POSITION/ELEVATION WELL
 HX0358
 HX0358  HISTORY     - Date     Condition        Report By
 HX0358  HISTORY     - 1962     MONUMENTED       CGS
 HX0358
 HX0358                          STATION DESCRIPTION
 HX0358
 HX0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0358'0.4 MI N FROM SELBYVILLE.
 HX0358'ABOUT 0.35 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0358'FROM THE POST OFFICE AT SELBYVILLE, AT THE UPSHUR COUNTY 4-H
 HX0358'CAMP, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT THAT IS
 HX0358'ABOUT 200 YARDS LONG AND 15 FEET HIGH, 30 FEET SOUTHWEST OF THE
 HX0358'NORTHEAST END OF THE ROCK CUT, 44 FEET WEST OF THE CENTER OF THE
 HX0358'CROSSING OF A LANE LEADING TO THE CAMP GROUNDS, 49 FEET NORTHWEST
 HX0358'OF THE NORTHWEST CORNER OF A BRIDGE OVER THE BUCKHANNON RIVER,
 HX0358'11 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL
 HX0358'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0321 ***********************************************************************
 HX0321  DESIGNATION -  A 273
 HX0321  PID         -  HX0321
 HX0321  STATE/COUNTY-  WV/UPSHUR
 HX0321  USGS QUAD   -  ROCK CAVE (1966)
 HX0321
 HX0321                         *CURRENT SURVEY CONTROL
 HX0321  ___________________________________________________________________
 HX0321* NAD 83(1986)-  38 48 39.     (N)    080 18 35.     (W)     SCALED    
 HX0321* NAVD 88     -       509.471  (meters)    1671.49   (feet)  ADJUSTED  
 HX0321  ___________________________________________________________________
 HX0321  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HX0321  DYNAMIC HT  -         509.109 (meters)    1670.30  (feet)  COMP
 HX0321  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 HX0321
 HX0321  VERT ORDER  -  SECOND    CLASS 0
 HX0321
 HX0321.The horizontal coordinates were scaled from a topographic map and have
 HX0321.an estimated accuracy of +/- 6 seconds.
 HX0321
 HX0321.The orthometric height was determined by differential leveling
 HX0321.and adjusted by the National Geodetic Survey in June 1991..
 HX0321
 HX0321.The geoid height was determined by GEOID03.
 HX0321
 HX0321.The dynamic height is computed by dividing the NAVD 88
 HX0321.geopotential number by the normal gravity value computed on the
 HX0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0321.degrees latitude (g = 980.6199 gals.).
 HX0321
 HX0321.The modeled gravity was interpolated from observed gravity values.
 HX0321
 HX0321;                    North         East    Units  Estimated Accuracy
 HX0321;SPC WV S     -   201,210.      659,950.      MT  (+/- 180 meters Scaled)
 HX0321
 HX0321                          SUPERSEDED SURVEY CONTROL
 HX0321
 HX0321  NGVD 29 (??/??/92)  509.637  (m)         1672.03   (f) ADJ UNCH    2 0
 HX0321
 HX0321.Superseded values are not recommended for survey control.
 HX0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0321.See file dsdata.txt to determine how the superseded data were derived.
 HX0321
 HX0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC599960(NAD 83)
 HX0321_MARKER: DB = BENCH MARK DISK
 HX0321_SETTING: 66 = SET IN ROCK OUTCROP
 HX0321_SP_SET: ROCK CLIFF
 HX0321_STAMPING: A 273 1962
 HX0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0321+STABILITY: POSITION/ELEVATION WELL
 HX0321
 HX0321  HISTORY     - Date     Condition        Report By
 HX0321  HISTORY     - 1962     MONUMENTED       CGS
 HX0321
 HX0321                          STATION DESCRIPTION
 HX0321
 HX0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0321'2.4 MI E FROM STILLMAN.
 HX0321'ABOUT 2.4 MILES EAST ALONG A GRAVEL ROAD FROM THE NORTH END OF A
 HX0321'CONCRETE BRIDGE OVER LITTLE KANAWHA RIVER AT STILLMAN, ON TOP
 HX0321'OF A ROCK CLIFF THAT IS 97-FOOT LONG, 30 FEET SOUTHWEST OF THE
 HX0321'NORTHEAST END, 55 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 HX0321'AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.  NOTE-- 0.2 MILE
 HX0321'NORTHWEST OF A PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0450 ***********************************************************************
 HX0450  DESIGNATION -  A 274
 HX0450  PID         -  HX0450
 HX0450  STATE/COUNTY-  WV/UPSHUR
 HX0450  USGS QUAD   -  ALTON (1989)
 HX0450
 HX0450                         *CURRENT SURVEY CONTROL
 HX0450  ___________________________________________________________________
 HX0450* NAD 83(1986)-  38 48 30.     (N)    080 08 15.     (W)     SCALED    
 HX0450* NAVD 88     -       821.322  (meters)    2694.62   (feet)  ADJUSTED  
 HX0450  ___________________________________________________________________
 HX0450  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HX0450  DYNAMIC HT  -         820.748 (meters)    2692.74  (feet)  COMP
 HX0450  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 HX0450
 HX0450  VERT ORDER  -  SECOND    CLASS 0
 HX0450
 HX0450.The horizontal coordinates were scaled from a topographic map and have
 HX0450.an estimated accuracy of +/- 6 seconds.
 HX0450
 HX0450.The orthometric height was determined by differential leveling
 HX0450.and adjusted by the National Geodetic Survey in June 1991..
 HX0450
 HX0450.The geoid height was determined by GEOID03.
 HX0450
 HX0450.The dynamic height is computed by dividing the NAVD 88
 HX0450.geopotential number by the normal gravity value computed on the
 HX0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0450.degrees latitude (g = 980.6199 gals.).
 HX0450
 HX0450.The modeled gravity was interpolated from observed gravity values.
 HX0450
 HX0450;                    North         East    Units  Estimated Accuracy
 HX0450;SPC WV S     -   201,060.      674,910.      MT  (+/- 180 meters Scaled)
 HX0450
 HX0450                          SUPERSEDED SURVEY CONTROL
 HX0450
 HX0450  NGVD 29 (??/??/92)  821.496  (m)         2695.19   (f) ADJ UNCH    2 0
 HX0450
 HX0450.Superseded values are not recommended for survey control.
 HX0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0450.See file dsdata.txt to determine how the superseded data were derived.
 HX0450
 HX0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC748958(NAD 83)
 HX0450_MARKER: DB = BENCH MARK DISK
 HX0450_SETTING: 80 = SET IN A BOULDER
 HX0450_SP_SET: BOULDER
 HX0450_STAMPING: A 274 1962
 HX0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0450+STABILITY: SURFACE MOTION
 HX0450
 HX0450  HISTORY     - Date     Condition        Report By
 HX0450  HISTORY     - 1962     MONUMENTED       CGS
 HX0450  HISTORY     - 1975     GOOD             BAKER
 HX0450
 HX0450                          STATION DESCRIPTION
 HX0450
 HX0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0450'2.7 MI N FROM HEMLOCK.
 HX0450'ABOUT 0.7 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX0450'AT HEMLOCK, THENCE ABOUT 2.0 MILE NORTH ALONG A GRAVEL ROAD,
 HX0450'SET ON TOP OF A LARGE EMBEDDED BOULDER THAT IS ABOUT 65-BY 15-FOOT
 HX0450'WIDE AND ABOUT 6 1/2 FEET HIGH, ALSO IN A OPEN PASTURE, 120 YARDS
 HX0450'SOUTH OF A FARM HOUSE, 46 FEET WEST OF THE CENTER LINE OF THE
 HX0450'ROAD, AND ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0450
 HX0450                          STATION RECOVERY (1975)
 HX0450
 HX0450'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 HX0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2074 ***********************************************************************
 HW2074  DESIGNATION -  A 275
 HW2074  PID         -  HW2074
 HW2074  STATE/COUNTY-  WV/RANDOLPH
 HW2074  USGS QUAD   -  BEVERLY WEST (1995)
 HW2074
 HW2074                         *CURRENT SURVEY CONTROL
 HW2074  ___________________________________________________________________
 HW2074* NAD 83(1986)-  38 48 01.     (N)    079 53 39.     (W)     SCALED    
 HW2074* NAVD 88     -       600.276  (meters)    1969.41   (feet)  ADJUSTED  
 HW2074  ___________________________________________________________________
 HW2074  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HW2074  DYNAMIC HT  -         599.842 (meters)    1967.98  (feet)  COMP
 HW2074  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 HW2074
 HW2074  VERT ORDER  -  SECOND    CLASS 0
 HW2074
 HW2074.The horizontal coordinates were scaled from a topographic map and have
 HW2074.an estimated accuracy of +/- 6 seconds.
 HW2074
 HW2074.The orthometric height was determined by differential leveling
 HW2074.and adjusted by the National Geodetic Survey in June 1991..
 HW2074
 HW2074.The geoid height was determined by GEOID03.
 HW2074
 HW2074.The dynamic height is computed by dividing the NAVD 88
 HW2074.geopotential number by the normal gravity value computed on the
 HW2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2074.degrees latitude (g = 980.6199 gals.).
 HW2074
 HW2074.The modeled gravity was interpolated from observed gravity values.
 HW2074
 HW2074;                    North         East    Units  Estimated Accuracy
 HW2074;SPC WV S     -   200,390.      696,060.      MT  (+/- 180 meters Scaled)
 HW2074
 HW2074                          SUPERSEDED SURVEY CONTROL
 HW2074
 HW2074  NGVD 29 (??/??/92)  600.435  (m)         1969.93   (f) ADJ UNCH    2 0
 HW2074
 HW2074.Superseded values are not recommended for survey control.
 HW2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2074.See file dsdata.txt to determine how the superseded data were derived.
 HW2074
 HW2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC960951(NAD 83)
 HW2074_MARKER: DB = BENCH MARK DISK
 HW2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2074_STAMPING: A 275 1962
 HW2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2074+STABILITY: SURFACE MOTION
 HW2074
 HW2074  HISTORY     - Date     Condition        Report By
 HW2074  HISTORY     - 1962     MONUMENTED       CGS
 HW2074  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2074
 HW2074                          STATION DESCRIPTION
 HW2074
 HW2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2074'0.3 MI N FROM DAILEY.
 HW2074'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2074'POST OFFICE AT DAILEY, 39 FEET NORTHWEST OF THE CENTER LINE
 HW2074'OF THE HIGHWAY, 33 FEET WEST OF THE WEST RAIL OF THE WESTERN
 HW2074'MARYLAND RAILWAY, 116 FEET EAST OF THE NORTHEAST CORNER OF A
 HW2074'SMALL FRAME HOUSE, 13 FEET NORTHEAST OF THE CENTER LINE OF A
 HW2074'PRIVATE DRIVE WEST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 HW2074'HIGHWAY, 2 FEET NORTHWEST OF A STEEL WITNESS POST, AND SET IN THE
 HW2074'TOP OF A CONCRETE POST THAT IS ABOUT LEVEL WITH THE GROUND.
 HW2074
 HW2074                          STATION RECOVERY (1983)
 HW2074
 HW2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2074'ASSUMED DESTROYED BY INSTALLATION OF A NEW PIPE CULVERT TO THE WOOD
 HW2074'YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0418 ***********************************************************************
 HX0418  DESIGNATION -  A 276
 HX0418  PID         -  HX0418
 HX0418  STATE/COUNTY-  WV/RANDOLPH
 HX0418  USGS QUAD   -  CASSITY (1977)
 HX0418
 HX0418                         *CURRENT SURVEY CONTROL
 HX0418  ___________________________________________________________________
 HX0418* NAD 83(1986)-  38 45 37.     (N)    080 02 08.     (W)     SCALED    
 HX0418* NAVD 88     -       687.204  (meters)    2254.60   (feet)  ADJUSTED  
 HX0418  ___________________________________________________________________
 HX0418  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX0418  DYNAMIC HT  -         686.689 (meters)    2252.91  (feet)  COMP
 HX0418  MODELED GRAV-     979,855.9   (mgal)                       NAVD 88
 HX0418
 HX0418  VERT ORDER  -  SECOND    CLASS 0
 HX0418
 HX0418.The horizontal coordinates were scaled from a topographic map and have
 HX0418.an estimated accuracy of +/- 6 seconds.
 HX0418
 HX0418.The orthometric height was determined by differential leveling
 HX0418.and adjusted by the National Geodetic Survey in June 1991..
 HX0418
 HX0418.The geoid height was determined by GEOID03.
 HX0418
 HX0418.The dynamic height is computed by dividing the NAVD 88
 HX0418.geopotential number by the normal gravity value computed on the
 HX0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0418.degrees latitude (g = 980.6199 gals.).
 HX0418
 HX0418.The modeled gravity was interpolated from observed gravity values.
 HX0418
 HX0418;                    North         East    Units  Estimated Accuracy
 HX0418;SPC WV S     -   195,810.      683,820.      MT  (+/- 180 meters Scaled)
 HX0418
 HX0418                          SUPERSEDED SURVEY CONTROL
 HX0418
 HX0418  NGVD 29 (??/??/92)  687.348  (m)         2255.07   (f) ADJ UNCH    2 0
 HX0418
 HX0418.Superseded values are not recommended for survey control.
 HX0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0418.See file dsdata.txt to determine how the superseded data were derived.
 HX0418
 HX0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC837906(NAD 83)
 HX0418_MARKER: DB = BENCH MARK DISK
 HX0418_SETTING: 80 = SET IN A BOULDER
 HX0418_SP_SET: BOULDER
 HX0418_STAMPING: A 276 1962
 HX0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0418+STABILITY: SURFACE MOTION
 HX0418
 HX0418  HISTORY     - Date     Condition        Report By
 HX0418  HISTORY     - 1962     MONUMENTED       CGS
 HX0418
 HX0418                          STATION DESCRIPTION
 HX0418
 HX0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0418'1.2 MI NE FROM ADOLPH.
 HX0418'ABOUT 1.15 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0418'SCHOOL AT ADOLPH, 0.4 MILE SOUTHWEST OF A CHURCH AND CEMETERY,
 HX0418'SET ON TOP OF A LARGE ROCK BOULDER THAT IS ABOUT 8-BY 13-FOOT
 HX0418'LONG THAT IS EMBEDDED IN THE GROUND, 23 1/2 FEET NORTHWEST OF
 HX0418'THE CENTER LINE OF THE ROAD, 3 FEET EAST OF THE WEST EDGE OF THE
 HX0418'ROCK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0455 ***********************************************************************
 HX0455  DESIGNATION -  A 277
 HX0455  PID         -  HX0455
 HX0455  STATE/COUNTY-  WV/RANDOLPH
 HX0455  USGS QUAD   -  PICKENS (1977)
 HX0455
 HX0455                         *CURRENT SURVEY CONTROL
 HX0455  ___________________________________________________________________
 HX0455* NAD 83(1986)-  38 40 09.     (N)    080 12 04.     (W)     SCALED    
 HX0455* NAVD 88     -       903.593  (meters)    2964.54   (feet)  ADJUSTED  
 HX0455  ___________________________________________________________________
 HX0455  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX0455  DYNAMIC HT  -         902.896 (meters)    2962.25  (feet)  COMP
 HX0455  MODELED GRAV-     979,825.4   (mgal)                       NAVD 88
 HX0455
 HX0455  VERT ORDER  -  SECOND    CLASS 0
 HX0455
 HX0455.The horizontal coordinates were scaled from a topographic map and have
 HX0455.an estimated accuracy of +/- 6 seconds.
 HX0455
 HX0455.The orthometric height was determined by differential leveling
 HX0455.and adjusted by the National Geodetic Survey in June 1991..
 HX0455
 HX0455.The geoid height was determined by GEOID03.
 HX0455
 HX0455.The dynamic height is computed by dividing the NAVD 88
 HX0455.geopotential number by the normal gravity value computed on the
 HX0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0455.degrees latitude (g = 980.6199 gals.).
 HX0455
 HX0455.The modeled gravity was interpolated from observed gravity values.
 HX0455
 HX0455;                    North         East    Units  Estimated Accuracy
 HX0455;SPC WV S     -   185,560.      669,520.      MT  (+/- 180 meters Scaled)
 HX0455
 HX0455                          SUPERSEDED SURVEY CONTROL
 HX0455
 HX0455  NGVD 29 (??/??/92)  903.729  (m)         2964.98   (f) ADJ UNCH    2 0
 HX0455
 HX0455.Superseded values are not recommended for survey control.
 HX0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0455.See file dsdata.txt to determine how the superseded data were derived.
 HX0455
 HX0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC694803(NAD 83)
 HX0455_MARKER: DB = BENCH MARK DISK
 HX0455_SETTING: 80 = SET IN A BOULDER
 HX0455_SP_SET: BOULDER
 HX0455_STAMPING: A 277 1962
 HX0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0455+STABILITY: SURFACE MOTION
 HX0455
 HX0455  HISTORY     - Date     Condition        Report By
 HX0455  HISTORY     - 1962     MONUMENTED       CGS
 HX0455
 HX0455                          STATION DESCRIPTION
 HX0455
 HX0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0455'1.9 MI NE FROM PICKENS.
 HX0455'ABOUT 0.7 MILE EAST ALONG COUNTY ROAD 47 FROM THE POST OFFICE
 HX0455'AT PICKENS, THENCE ABOUT 1.2 MILES NORTHWEST AND THEN NORTH
 HX0455'ALONG COUNTY ROAD 45, SET ON TOP OF A LARGE ROCK BOULDER THAT
 HX0455'IS ABOUT 31-FOOT LONG AND 15-FOOT WIDE, 29 FEET NORTHWEST OF
 HX0455'THE CENTER LINE OF THE ROAD, 0.9 FOOT SOUTHWEST OF THE NORTHEAST
 HX0455'EDGE OF THE BOULDER, 6 FEET NORTH OF A 3-FOOT OAK TREE, AND ABOUT
 HX0455'15 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2124 ***********************************************************************
 HW2124  DESIGNATION -  A 278
 HW2124  PID         -  HW2124
 HW2124  STATE/COUNTY-  WV/RANDOLPH
 HW2124  USGS QUAD   -  BEVERLY WEST (1995)
 HW2124
 HW2124                         *CURRENT SURVEY CONTROL
 HW2124  ___________________________________________________________________
 HW2124* NAD 83(1986)-  38 47 54.     (N)    079 57 21.     (W)     SCALED    
 HW2124* NAVD 88     -      1027.087  (meters)    3369.70   (feet)  ADJUSTED  
 HW2124  ___________________________________________________________________
 HW2124  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HW2124  DYNAMIC HT  -        1026.347 (meters)    3367.27  (feet)  COMP
 HW2124  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 HW2124
 HW2124  VERT ORDER  -  SECOND    CLASS 0
 HW2124
 HW2124.The horizontal coordinates were scaled from a topographic map and have
 HW2124.an estimated accuracy of +/- 6 seconds.
 HW2124
 HW2124.The orthometric height was determined by differential leveling
 HW2124.and adjusted by the National Geodetic Survey in June 1991..
 HW2124
 HW2124.The geoid height was determined by GEOID03.
 HW2124
 HW2124.The dynamic height is computed by dividing the NAVD 88
 HW2124.geopotential number by the normal gravity value computed on the
 HW2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2124.degrees latitude (g = 980.6199 gals.).
 HW2124
 HW2124.The modeled gravity was interpolated from observed gravity values.
 HW2124
 HW2124;                    North         East    Units  Estimated Accuracy
 HW2124;SPC WV S     -   200,110.      690,710.      MT  (+/- 180 meters Scaled)
 HW2124
 HW2124                          SUPERSEDED SURVEY CONTROL
 HW2124
 HW2124  NGVD 29 (??/??/92) 1027.264  (m)         3370.28   (f) ADJ UNCH    2 0
 HW2124
 HW2124.Superseded values are not recommended for survey control.
 HW2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2124.See file dsdata.txt to determine how the superseded data were derived.
 HW2124
 HW2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC906949(NAD 83)
 HW2124_MARKER: DB = BENCH MARK DISK
 HW2124_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2124_STAMPING: A 278 1962
 HW2124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2124
 HW2124  HISTORY     - Date     Condition        Report By
 HW2124  HISTORY     - 1962     MONUMENTED       CGS
 HW2124
 HW2124                          STATION DESCRIPTION
 HW2124
 HW2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2124'4.3 MI NW FROM VALLEY BEND.
 HW2124'ABOUT 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2124'POST OFFICE AT VALLEY BEND, THENCE 2.35 MILES NORTHWEST ALONG
 HW2124'A GRAVEL ROAD, THENCE 1.05 MILES NORTH ALONG A WOODS ROAD, AT A
 HW2124'POINT WHERE THERE ARE SEVERAL EMBEDDED BOULDERS IN A CLUSTER,
 HW2124'SET ON TOP OF A ROCK THAT IS 10-BY 10-FOOT LONG AND IS EMBEDDED
 HW2124'IN THE GROUND, 12 FEET NORTHWEST OF THE CENTER LINE OF THE
 HW2124'ROAD, 1 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK, AND
 HW2124'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2118 ***********************************************************************
 HW2118  DESIGNATION -  A 279
 HW2118  PID         -  HW2118
 HW2118  STATE/COUNTY-  WV/RANDOLPH
 HW2118  USGS QUAD   -  BEVERLY WEST (1995)
 HW2118
 HW2118                         *CURRENT SURVEY CONTROL
 HW2118  ___________________________________________________________________
 HW2118* NAD 83(1986)-  38 45 42.     (N)    079 55 39.     (W)     SCALED    
 HW2118* NAVD 88     -       604.082  (meters)    1981.89   (feet)  ADJUSTED  
 HW2118  ___________________________________________________________________
 HW2118  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HW2118  DYNAMIC HT  -         603.639 (meters)    1980.44  (feet)  COMP
 HW2118  MODELED GRAV-     979,875.9   (mgal)                       NAVD 88
 HW2118
 HW2118  VERT ORDER  -  SECOND    CLASS 0
 HW2118
 HW2118.The horizontal coordinates were scaled from a topographic map and have
 HW2118.an estimated accuracy of +/- 6 seconds.
 HW2118
 HW2118.The orthometric height was determined by differential leveling
 HW2118.and adjusted by the National Geodetic Survey in June 1991..
 HW2118
 HW2118.The geoid height was determined by GEOID03.
 HW2118
 HW2118.The dynamic height is computed by dividing the NAVD 88
 HW2118.geopotential number by the normal gravity value computed on the
 HW2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2118.degrees latitude (g = 980.6199 gals.).
 HW2118
 HW2118.The modeled gravity was interpolated from observed gravity values.
 HW2118
 HW2118;                    North         East    Units  Estimated Accuracy
 HW2118;SPC WV S     -   196,070.      693,210.      MT  (+/- 180 meters Scaled)
 HW2118
 HW2118                          SUPERSEDED SURVEY CONTROL
 HW2118
 HW2118  NGVD 29 (??/??/92)  604.232  (m)         1982.38   (f) ADJ UNCH    2 0
 HW2118
 HW2118.Superseded values are not recommended for survey control.
 HW2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2118.See file dsdata.txt to determine how the superseded data were derived.
 HW2118
 HW2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC931908(NAD 83)
 HW2118_MARKER: DB = BENCH MARK DISK
 HW2118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2118_SP_SET: BRIDGE
 HW2118_STAMPING: T 281 1962
 HW2118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2118
 HW2118  HISTORY     - Date     Condition        Report By
 HW2118  HISTORY     - 1962     MONUMENTED       CGS
 HW2118
 HW2118                          STATION DESCRIPTION
 HW2118
 HW2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2118'0.7 MI S FROM VALLEY BEND.
 HW2118'ABOUT 0.7 MILE SOUTH ALONG COUNTY ROAD 37 (BLACK TOP) FROM THE
 HW2118'POST OFFICE AT VALLEY BEND, 0.35 MILE SOUTHEAST OF VALLEY BEND
 HW2118'METHODIST CHURCH, ON TOP OF THE WEST END OF THE NORTH ABUTMENT
 HW2118'OF A STEEL BRIDGE OVER THE TYGART RIVER, 82 FEET SOUTHWEST OF THE
 HW2118'SOUTHWEST CORNER OF THE VALLEY BEND SEWAGE PLANT, 12 FEET WEST
 HW2118'OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET BELOW THE LEVEL
 HW2118'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0786 ***********************************************************************
 KY0786  DESIGNATION -  A 28
 KY0786  PID         -  KY0786
 KY0786  STATE/COUNTY-  WV/BROOKE
 KY0786  USGS QUAD   -  WEIRTON (1994)
 KY0786
 KY0786                         *CURRENT SURVEY CONTROL
 KY0786  ___________________________________________________________________
 KY0786* NAD 83(1986)-  40 22 42.     (N)    080 36 20.     (W)     SCALED    
 KY0786* NAVD 88     -       219.019  (meters)     718.56   (feet)  ADJUSTED  
 KY0786  ___________________________________________________________________
 KY0786  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KY0786  DYNAMIC HT  -         218.904 (meters)     718.19  (feet)  COMP
 KY0786  MODELED GRAV-     980,097.8   (mgal)                       NAVD 88
 KY0786
 KY0786  VERT ORDER  -  FIRST     CLASS II
 KY0786
 KY0786.The horizontal coordinates were scaled from a topographic map and have
 KY0786.an estimated accuracy of +/- 6 seconds.
 KY0786
 KY0786.The orthometric height was determined by differential leveling
 KY0786.and adjusted by the National Geodetic Survey in June 1991..
 KY0786
 KY0786.The geoid height was determined by GEOID03.
 KY0786
 KY0786.The dynamic height is computed by dividing the NAVD 88
 KY0786.geopotential number by the normal gravity value computed on the
 KY0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0786.degrees latitude (g = 980.6199 gals.).
 KY0786
 KY0786.The modeled gravity was interpolated from observed gravity values.
 KY0786
 KY0786;                    North         East    Units  Estimated Accuracy
 KY0786;SPC WV N     -   209,120.      506,120.      MT  (+/- 180 meters Scaled)
 KY0786
 KY0786                          SUPERSEDED SURVEY CONTROL
 KY0786
 KY0786  NGVD 29 (??/??/92)  219.218  (m)          719.22   (f) ADJ UNCH    1 2
 KY0786
 KY0786.Superseded values are not recommended for survey control.
 KY0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0786.See file dsdata.txt to determine how the superseded data were derived.
 KY0786
 KY0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE334698(NAD 83)
 KY0786_MARKER: DB = BENCH MARK DISK
 KY0786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0786_SP_SET: BRIDGE
 KY0786_STAMPING: A 28 1935
 KY0786_MARK LOGO: CGS   
 KY0786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0786+STABILITY: POSITION/ELEVATION WELL
 KY0786
 KY0786  HISTORY     - Date     Condition        Report By
 KY0786  HISTORY     - 1935     MONUMENTED       CGS
 KY0786  HISTORY     - 1935     GOOD             NGS
 KY0786  HISTORY     - 1983     GOOD             NGS
 KY0786
 KY0786                          STATION DESCRIPTION
 KY0786
 KY0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY0786'0.8 MI S FROM WEIRTON JUNCTION.
 KY0786'0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0786'AT WEIRTON JUNCTION, BROOKE COUNTY, AT THE PENNSYLVANIA RAILROAD
 KY0786'BRIDGE OVER THE OHIO RIVER, 7 FEET SOUTH OF THE CENTERLINE
 KY0786'OF THE SOUTH TRACK, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 KY0786'EAST STONE ABUTMENT, AND ABOUT 2 FEET HIGHER THAN THE RAIL.
 KY0786'A STANDARD DISK, STAMPED A 28 1935.
 KY0786
 KY0786                          STATION RECOVERY (1983)
 KY0786
 KY0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0474 ***********************************************************************
 HX0474  DESIGNATION -  A 280
 HX0474  PID         -  HX0474
 HX0474  STATE/COUNTY-  WV/RANDOLPH
 HX0474  USGS QUAD   -  CASSITY (1977)
 HX0474
 HX0474                         *CURRENT SURVEY CONTROL
 HX0474  ___________________________________________________________________
 HX0474* NAD 83(1986)-  38 52 17.     (N)    080 04 54.     (W)     SCALED    
 HX0474* NAVD 88     -       588.153  (meters)    1929.63   (feet)  ADJUSTED  
 HX0474  ___________________________________________________________________
 HX0474  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HX0474  DYNAMIC HT  -         587.733 (meters)    1928.25  (feet)  COMP
 HX0474  MODELED GRAV-     979,893.9   (mgal)                       NAVD 88
 HX0474
 HX0474  VERT ORDER  -  SECOND    CLASS 0
 HX0474
 HX0474.The horizontal coordinates were scaled from a topographic map and have
 HX0474.an estimated accuracy of +/- 6 seconds.
 HX0474
 HX0474.The orthometric height was determined by differential leveling
 HX0474.and adjusted by the National Geodetic Survey in June 1991..
 HX0474
 HX0474.The geoid height was determined by GEOID03.
 HX0474
 HX0474.The dynamic height is computed by dividing the NAVD 88
 HX0474.geopotential number by the normal gravity value computed on the
 HX0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0474.degrees latitude (g = 980.6199 gals.).
 HX0474
 HX0474.The modeled gravity was interpolated from observed gravity values.
 HX0474
 HX0474;                    North         East    Units  Estimated Accuracy
 HX0474;SPC WV S     -   208,110.      679,690.      MT  (+/- 180 meters Scaled)
 HX0474
 HX0474                          SUPERSEDED SURVEY CONTROL
 HX0474
 HX0474  NGVD 29 (??/??/92)  588.314  (m)         1930.16   (f) ADJ UNCH    2 0
 HX0474
 HX0474.Superseded values are not recommended for survey control.
 HX0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0474.See file dsdata.txt to determine how the superseded data were derived.
 HX0474
 HX0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND796029(NAD 83)
 HX0474_MARKER: DB = BENCH MARK DISK
 HX0474_SETTING: 66 = SET IN ROCK OUTCROP
 HX0474_SP_SET: ROCK LEDGE
 HX0474_STAMPING: A 280 1962
 HX0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0474+STABILITY: POSITION/ELEVATION WELL
 HX0474
 HX0474  HISTORY     - Date     Condition        Report By
 HX0474  HISTORY     - 1962     MONUMENTED       CGS
 HX0474
 HX0474                          STATION DESCRIPTION
 HX0474
 HX0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0474'5.2 MI S FROM ELLAMORE.
 HX0474'ABOUT 5.15 MILES SOUTH ALONG A BLACK TOP ROAD AND GRAVEL ROAD
 HX0474'THAT FOLLOWS ALONG THE EAST SIDE OF THE MIDDLE FORK RIVER FROM
 HX0474'THE POST OFFICE AT ELLAMORE, THENCE ABOUT 0.1 MILE EAST ALONG A
 HX0474'DIRT ROAD, SET ON TOP OF A ROCK LEDGE THAT IS ABOUT 8-FOOT LONG
 HX0474'AND 2-FOOT HIGH, 8 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HX0474'ABOUT 0.1 MILE EAST OF A Y ROAD JUNCTION WITH ROADS LEADING EAST
 HX0474'AND NORTH AND SOUTHWEST, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HX0474'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2022 ***********************************************************************
 HW2022  DESIGNATION -  A 281
 HW2022  PID         -  HW2022
 HW2022  STATE/COUNTY-  WV/RANDOLPH
 HW2022  USGS QUAD   -  JUNIOR (1976)
 HW2022
 HW2022                         *CURRENT SURVEY CONTROL
 HW2022  ___________________________________________________________________
 HW2022* NAD 83(1986)-  38 53 31.     (N)    079 58 54.     (W)     SCALED    
 HW2022* NAVD 88     -       682.146  (meters)    2238.01   (feet)  ADJUSTED  
 HW2022  ___________________________________________________________________
 HW2022  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HW2022  DYNAMIC HT  -         681.651 (meters)    2236.38  (feet)  COMP
 HW2022  MODELED GRAV-     979,878.0   (mgal)                       NAVD 88
 HW2022
 HW2022  VERT ORDER  -  SECOND    CLASS 0
 HW2022
 HW2022.The horizontal coordinates were scaled from a topographic map and have
 HW2022.an estimated accuracy of +/- 6 seconds.
 HW2022
 HW2022.The orthometric height was determined by differential leveling
 HW2022.and adjusted by the National Geodetic Survey in June 1991..
 HW2022
 HW2022.The geoid height was determined by GEOID03.
 HW2022
 HW2022.The dynamic height is computed by dividing the NAVD 88
 HW2022.geopotential number by the normal gravity value computed on the
 HW2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2022.degrees latitude (g = 980.6199 gals.).
 HW2022
 HW2022.The modeled gravity was interpolated from observed gravity values.
 HW2022
 HW2022;                    North         East    Units  Estimated Accuracy
 HW2022;SPC WV S     -   210,480.      688,350.      MT  (+/- 180 meters Scaled)
 HW2022
 HW2022                          SUPERSEDED SURVEY CONTROL
 HW2022
 HW2022  NGVD 29 (??/??/92)  682.300  (m)         2238.51   (f) ADJ UNCH    2 0
 HW2022
 HW2022.Superseded values are not recommended for survey control.
 HW2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2022.See file dsdata.txt to determine how the superseded data were derived.
 HW2022
 HW2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND883052(NAD 83)
 HW2022_MARKER: DB = BENCH MARK DISK
 HW2022_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2022_STAMPING: A 281 1962
 HW2022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2022
 HW2022  HISTORY     - Date     Condition        Report By
 HW2022  HISTORY     - 1962     MONUMENTED       CGS
 HW2022
 HW2022                          STATION DESCRIPTION
 HW2022
 HW2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2022'1.6 MI NE FROM MABIE.
 HW2022'ABOUT 1.6 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2022'OFFICE AT MABIE, APPROXIMATELY 200 YARDS NORTHWEST OF A COAL
 HW2022'MINE, SET ON TOP OF AN EMBEDDED ROCK THAT IS ABOUT 8 FEET WIDE
 HW2022'AND 2 FEET HIGH, 228 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 HW2022'OF A ROAD LEADING TO A COAL MINE, 21 FEET NORTH OF THE CENTER LINE
 HW2022'OF ROAD, 15 FEET NORTHWEST OF A 16-INCH PIPE CULERT, AND ABOUT 2
 HW2022'FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK CAN
 HW2022'ALSO BE REACHED BY GOING 3.2 MILES SOUTH ALONG A BLACK TOP ROAD
 HW2022'FROM THE POST OFFICE AT NORTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2101 ***********************************************************************
 HW2101  DESIGNATION -  A 282
 HW2101  PID         -  HW2101
 HW2101  STATE/COUNTY-  WV/RANDOLPH
 HW2101  USGS QUAD   -  WILDELL (1995)
 HW2101
 HW2101                         *CURRENT SURVEY CONTROL
 HW2101  ___________________________________________________________________
 HW2101* NAD 83(1986)-  38 40 45.     (N)    079 50 09.     (W)     SCALED    
 HW2101* NAVD 88     -      1051.356  (meters)    3449.32   (feet)  ADJUSTED  
 HW2101  ___________________________________________________________________
 HW2101  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HW2101  DYNAMIC HT  -        1050.531 (meters)    3446.62  (feet)  COMP
 HW2101  MODELED GRAV-     979,805.6   (mgal)                       NAVD 88
 HW2101
 HW2101  VERT ORDER  -  SECOND    CLASS 0
 HW2101
 HW2101.The horizontal coordinates were scaled from a topographic map and have
 HW2101.an estimated accuracy of +/- 6 seconds.
 HW2101
 HW2101.The orthometric height was determined by differential leveling
 HW2101.and adjusted by the National Geodetic Survey in June 1991..
 HW2101
 HW2101.The geoid height was determined by GEOID03.
 HW2101
 HW2101.The dynamic height is computed by dividing the NAVD 88
 HW2101.geopotential number by the normal gravity value computed on the
 HW2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2101.degrees latitude (g = 980.6199 gals.).
 HW2101
 HW2101.The modeled gravity was interpolated from observed gravity values.
 HW2101
 HW2101;                    North         East    Units  Estimated Accuracy
 HW2101;SPC WV S     -   187,010.      701,300.      MT  (+/- 180 meters Scaled)
 HW2101
 HW2101                          SUPERSEDED SURVEY CONTROL
 HW2101
 HW2101  NGVD 29 (??/??/92) 1051.466  (m)         3449.68   (f) ADJ UNCH    2 0
 HW2101
 HW2101.Superseded values are not recommended for survey control.
 HW2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2101.See file dsdata.txt to determine how the superseded data were derived.
 HW2101
 HW2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC012818(NAD 83)
 HW2101_MARKER: DB = BENCH MARK DISK
 HW2101_SETTING: 80 = SET IN A BOULDER
 HW2101_STAMPING: A 282 1962
 HW2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2101+STABILITY: SURFACE MOTION
 HW2101
 HW2101  HISTORY     - Date     Condition        Report By
 HW2101  HISTORY     - 1962     MONUMENTED       CGS
 HW2101
 HW2101                          STATION DESCRIPTION
 HW2101
 HW2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2101'7.4 MI NE FROM CHEAT BRIDGE.
 HW2101'ABOUT 7.45 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN MARYLAND
 HW2101'RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE,
 HW2101'ON THE OUTSIDE OF A CRUVE WITH TANGENTS EXTENDING TO THE NORTHEAST
 HW2101'AND SOUTHWEST, SET VERTICALLY IN THE NORTH FACE OF AN EMBEDDED
 HW2101'ROCK BOULDER THAT IS ABOUT 7-FOOT LONG AND 3-FOOT HIGH AT THE MARK,
 HW2101'17 FEET SOUTH OF THE SOUTH RAIL, 16 RAILS WEST OF MILEPOST C 16,
 HW2101'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0130 ***********************************************************************
 HX0130  DESIGNATION -  A 283
 HX0130  PID         -  HX0130
 HX0130  STATE/COUNTY-  WV/UPSHUR
 HX0130  USGS QUAD   -  ROCK CAVE (1966)
 HX0130
 HX0130                         *CURRENT SURVEY CONTROL
 HX0130  ___________________________________________________________________
 HX0130* NAD 83(1986)-  38 52 12.     (N)    080 21 59.     (W)     SCALED    
 HX0130* NAVD 88     -       440.646  (meters)    1445.69   (feet)  ADJUSTED  
 HX0130  ___________________________________________________________________
 HX0130  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HX0130  DYNAMIC HT  -         440.345 (meters)    1444.70  (feet)  COMP
 HX0130  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 HX0130
 HX0130  VERT ORDER  -  SECOND    CLASS 0
 HX0130
 HX0130.The horizontal coordinates were scaled from a topographic map and have
 HX0130.an estimated accuracy of +/- 6 seconds.
 HX0130
 HX0130.The orthometric height was determined by differential leveling
 HX0130.and adjusted by the National Geodetic Survey in June 1991..
 HX0130
 HX0130.The geoid height was determined by GEOID03.
 HX0130
 HX0130.The dynamic height is computed by dividing the NAVD 88
 HX0130.geopotential number by the normal gravity value computed on the
 HX0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0130.degrees latitude (g = 980.6199 gals.).
 HX0130
 HX0130.The modeled gravity was interpolated from observed gravity values.
 HX0130
 HX0130;                    North         East    Units  Estimated Accuracy
 HX0130;SPC WV S     -   207,750.      654,990.      MT  (+/- 180 meters Scaled)
 HX0130
 HX0130                          SUPERSEDED SURVEY CONTROL
 HX0130
 HX0130  NGVD 29 (??/??/92)  440.833  (m)         1446.30   (f) ADJ UNCH    2 0
 HX0130
 HX0130.Superseded values are not recommended for survey control.
 HX0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0130.See file dsdata.txt to determine how the superseded data were derived.
 HX0130
 HX0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND549025(NAD 83)
 HX0130_MARKER: DB = BENCH MARK DISK
 HX0130_SETTING: 66 = SET IN ROCK OUTCROP
 HX0130_SP_SET: ROCK CLIFF
 HX0130_STAMPING: A 283 1962
 HX0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0130+STABILITY: POSITION/ELEVATION WELL
 HX0130
 HX0130  HISTORY     - Date     Condition        Report By
 HX0130  HISTORY     - 1962     MONUMENTED       CGS
 HX0130
 HX0130                          STATION DESCRIPTION
 HX0130
 HX0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0130'0.8 MI W FROM FRENCHTON.
 HX0130'ABOUT 0.8 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX0130'THE STATION AT FRENCHTON, SET VERTICALLY IN THE SOUTH FACE OF A
 HX0130'ROCK CLIFF, 5 FEET SOUTHWEST OF THE NORTHEAST END OF THE CLIFF,
 HX0130'12 1/2 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET ABOVE
 HX0130'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0392 ***********************************************************************
 GX0392  DESIGNATION -  A 284
 GX0392  PID         -  GX0392
 GX0392  STATE/COUNTY-  WV/MERCER
 GX0392  USGS QUAD   -  OAKVALE (1977)
 GX0392
 GX0392                         *CURRENT SURVEY CONTROL
 GX0392  ___________________________________________________________________
 GX0392* NAD 83(1986)-  37 19 48.     (N)    080 58 45.     (W)     SCALED    
 GX0392* NAVD 88     -       534.436  (meters)    1753.40   (feet)  ADJUSTED  
 GX0392  ___________________________________________________________________
 GX0392  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX0392  DYNAMIC HT  -         533.972 (meters)    1751.87  (feet)  COMP
 GX0392  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 GX0392
 GX0392  VERT ORDER  -  FIRST     CLASS II
 GX0392
 GX0392.The horizontal coordinates were scaled from a topographic map and have
 GX0392.an estimated accuracy of +/- 6 seconds.
 GX0392
 GX0392.The orthometric height was determined by differential leveling
 GX0392.and adjusted by the National Geodetic Survey in June 1991..
 GX0392
 GX0392.The geoid height was determined by GEOID03.
 GX0392
 GX0392.The dynamic height is computed by dividing the NAVD 88
 GX0392.geopotential number by the normal gravity value computed on the
 GX0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0392.degrees latitude (g = 980.6199 gals.).
 GX0392
 GX0392.The modeled gravity was interpolated from observed gravity values.
 GX0392
 GX0392;                    North         East    Units  Estimated Accuracy
 GX0392;SPC WV S     -    36,630.      601,850.      MT  (+/- 180 meters Scaled)
 GX0392
 GX0392                          SUPERSEDED SURVEY CONTROL
 GX0392
 GX0392  NGVD 29 (??/??/92)  534.544  (m)         1753.75   (f) ADJ UNCH    1 2
 GX0392
 GX0392.Superseded values are not recommended for survey control.
 GX0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0392.See file dsdata.txt to determine how the superseded data were derived.
 GX0392
 GX0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB018314(NAD 83)
 GX0392_MARKER: DB = BENCH MARK DISK
 GX0392_SETTING: 66 = SET IN ROCK OUTCROP
 GX0392_SP_SET: ROCK CUT
 GX0392_STAMPING: A 284 1965
 GX0392_MARK LOGO: CGS   
 GX0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0392+STABILITY: POSITION/ELEVATION WELL
 GX0392
 GX0392  HISTORY     - Date     Condition        Report By
 GX0392  HISTORY     - 1965     MONUMENTED       CGS
 GX0392  HISTORY     - 1984     GOOD             NGS
 GX0392
 GX0392                          STATION DESCRIPTION
 GX0392
 GX0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX0392'1.1 MI W FROM OAKVALE.
 GX0392'1.1 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0392'STATION AT OAKVALE, 9 RAILS WEST OF MILEPOST N-348, SET VERTICALLY
 GX0392'IN THE SOUTH FACE OF A ROCK CUT THAT IS ABOUT 150-YARDS-LONG AND
 GX0392'40-FEET-HIGH, 190 FEET WEST OF THE EAST END OF THE ROCK PORTION
 GX0392'OF THE CUT, 21.5 FEET NORTH OF THE NORTH RAIL OF THE WEST-BOUND
 GX0392'TRACK, ABOUT 3 FEET ABOVE THE GROUND AND ABOUT 1 FOOT ABOVE THE
 GX0392'LEVEL OF THE TRACK.
 GX0392
 GX0392                          STATION RECOVERY (1984)
 GX0392
 GX0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3887 ***********************************************************************
 JV3887  DESIGNATION -  A 285
 JV3887  PID         -  JV3887
 JV3887  STATE/COUNTY-  WV/JEFFERSON
 JV3887  USGS QUAD   -  HARPERS FERRY (1988)
 JV3887
 JV3887                         *CURRENT SURVEY CONTROL
 JV3887  ___________________________________________________________________
 JV3887* NAD 83(1986)-  39 19 16.     (N)    077 43 11.     (W)     SCALED    
 JV3887* NAVD 88     -        85.294  (meters)     279.84   (feet)  ADJUSTED  
 JV3887  ___________________________________________________________________
 JV3887  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JV3887  DYNAMIC HT  -          85.244 (meters)     279.67  (feet)  COMP
 JV3887  MODELED GRAV-     980,045.2   (mgal)                       NAVD 88
 JV3887  OBS GRAVITY -     980,051.3   (mgal)                       GRAV_OBS
 JV3887
 JV3887  VERT ORDER  -  FIRST     CLASS II
 JV3887
 JV3887.The horizontal coordinates were scaled from a topographic map and have
 JV3887.an estimated accuracy of +/- 6 seconds.
 JV3887
 JV3887.The orthometric height was determined by differential leveling
 JV3887.and adjusted by the National Geodetic Survey in June 1991..
 JV3887
 JV3887.The geoid height was determined by GEOID03.
 JV3887
 JV3887.The dynamic height is computed by dividing the NAVD 88
 JV3887.geopotential number by the normal gravity value computed on the
 JV3887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3887.degrees latitude (g = 980.6199 gals.).
 JV3887
 JV3887.The modeled gravity was interpolated from observed gravity values.
 JV3887.The observed gravity was obtained from relative gravimeter ties
 JV3887.to the IGSN71 gravity network.
 JV3887
 JV3887;                    North         East    Units  Estimated Accuracy
 JV3887;SPC WV N     -    92,680.      753,500.      MT  (+/- 180 meters Scaled)
 JV3887
 JV3887                          SUPERSEDED SURVEY CONTROL
 JV3887
 JV3887.No superseded survey control is available for this station.
 JV3887
 JV3887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ655559(NAD 83)
 JV3887_MARKER: DB = BENCH MARK DISK
 JV3887_SETTING: 66 = SET IN ROCK OUTCROP
 JV3887_SP_SET: ROCK OUTCROP
 JV3887_STAMPING: A 285 1978
 JV3887_MARK LOGO: NGS   
 JV3887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3887+STABILITY: POSITION/ELEVATION WELL
 JV3887
 JV3887  HISTORY     - Date     Condition        Report By
 JV3887  HISTORY     - 1978     MONUMENTED       NGS
 JV3887  HISTORY     - 1979     GOOD             NGS
 JV3887  HISTORY     - 1983     GOOD             NGS
 JV3887  HISTORY     - 20040821 GOOD             GEOCAC
 JV3887
 JV3887                          STATION DESCRIPTION
 JV3887
 JV3887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 JV3887'1.3 MI EAST FROM HARPERS FERRY.
 JV3887'1.3 MILES EAST ALONG U.S. HIGHWAY 340 FROM THE SOUTHEAST END OF THE
 JV3887'HIGHWAY BRIDGE OVER THE SHENANDOAH RIVER AT HARPERS FERRY, 0.6 MILE
 JV3887'EAST OF THE JUNCTION OF CHESTNUT HILL ROAD WITH THE HIGHWAY, 171 FEET
 JV3887'WEST OF THE ROAD SIGN MARKING THE BORDER WITH VIRGINIA, 22 FEET
 JV3887'SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A 1 FOOT BY 2 FOOT
 JV3887'LEDGE AT THE BASE OF A MASSIVE ROCK OUTCROP, DIRECTLY BENEATH A
 JV3887'PROMINENT ROCK OVERHANG. THIS BENCH MARK HAS BEEN DESIGNATED A
 JV3887'BASIC NET A LEVEL LINE JUNCTION MARK.
 JV3887'THE MARK IS 2 FT ABOVE HIGHWAY.
 JV3887
 JV3887                          STATION RECOVERY (1979)
 JV3887
 JV3887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3887'RECOVERED IN GOOD CONDITION.
 JV3887
 JV3887                          STATION RECOVERY (1983)
 JV3887
 JV3887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV3887'RECOVERED IN GOOD CONDITION.
 JV3887
 JV3887                          STATION RECOVERY (2004)
 JV3887
 JV3887'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 JV3887'HANDHELD GPS COORDINATES ARE  N 39 19 16.0  W 077 43 11.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1906 ***********************************************************************
 HW1906  DESIGNATION -  A 3 RESET 1942
 HW1906  PID         -  HW1906
 HW1906  STATE/COUNTY-  WV/RANDOLPH
 HW1906  USGS QUAD   -  BOWDEN (1995)
 HW1906
 HW1906                         *CURRENT SURVEY CONTROL
 HW1906  ___________________________________________________________________
 HW1906* NAD 83(1986)-  38 54 26.     (N)    079 42 47.     (W)     SCALED    
 HW1906* NAVD 88     -       672.699  (meters)    2207.01   (feet)  POSTED    
 HW1906  ___________________________________________________________________
 HW1906  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HW1906  DYNAMIC HT  -         672.210 (meters)    2205.41  (feet)  COMP
 HW1906  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 HW1906
 HW1906  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HW1906
 HW1906.The horizontal coordinates were scaled from a topographic map and have
 HW1906.an estimated accuracy of +/- 6 seconds.
 HW1906
 HW1906.The orthometric height was determined by differential leveling
 HW1906.and adjusted by the National Geodetic Survey in 1992..
 HW1906.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HW1906.rate of 1.1 thru 2.0 mm/km.
 HW1906
 HW1906.The geoid height was determined by GEOID03.
 HW1906
 HW1906.The dynamic height is computed by dividing the NAVD 88
 HW1906.geopotential number by the normal gravity value computed on the
 HW1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1906.degrees latitude (g = 980.6199 gals.).
 HW1906
 HW1906.The modeled gravity was interpolated from observed gravity values.
 HW1906
 HW1906;                    North         East    Units  Estimated Accuracy
 HW1906;SPC WV S     -   212,460.      711,630.      MT  (+/- 180 meters Scaled)
 HW1906
 HW1906                          SUPERSEDED SURVEY CONTROL
 HW1906
 HW1906  NGVD 29 (??/??/92)  672.840  (m)         2207.48   (f) ADJ UNCH    1 2
 HW1906
 HW1906.Superseded values are not recommended for survey control.
 HW1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1906.See file dsdata.txt to determine how the superseded data were derived.
 HW1906
 HW1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD115072(NAD 83)
 HW1906_MARKER: DB = BENCH MARK DISK
 HW1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1906_STAMPING: A 3 RESET 1942
 HW1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1906+STABILITY: SURFACE MOTION
 HW1906
 HW1906  HISTORY     - Date     Condition        Report By
 HW1906  HISTORY     - 1942     MONUMENTED       WMRR
 HW1906  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1906  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1906
 HW1906                          STATION DESCRIPTION
 HW1906
 HW1906'DESCRIBED BY WESTERN MARYLAND RAILROAD 1942
 HW1906'10.2 MI E FROM ELKINS.
 HW1906'10.25 MILES EAST ALONG THE WESTERN MARYLAND RAILWAY FROM ELKINS,
 HW1906'RANDOLPH COUNTY, AT BOWDEN, 236 YARDS EAST OF THE STATION, 16
 HW1906'YARDS WEST OF THE SECTION TOOL HOUSE, AND 6 YARDS NORTH OF THE
 HW1906'CENTERLINE OF THE TRACK.  A STANDARD DISK STAMPED A 3 RESET 1942
 HW1906'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE
 HW1906'GROUND.
 HW1906
 HW1906                          STATION RECOVERY (1983)
 HW1906
 HW1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1906'MARK NOT FOUND.
 HW1906
 HW1906                          STATION RECOVERY (1983)
 HW1906
 HW1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1494 ***********************************************************************
 GX1494  DESIGNATION -  A 30 RESET 1943
 GX1494  PID         -  GX1494
 GX1494  STATE/COUNTY-  WV/MERCER
 GX1494  USGS QUAD   -  BLUEFIELD (1979)
 GX1494
 GX1494                         *CURRENT SURVEY CONTROL
 GX1494  ___________________________________________________________________
 GX1494* NAD 83(1986)-  37 15 15.     (N)    081 11 03.     (W)     SCALED    
 GX1494* NAVD 88     -      1062.795  (meters)    3486.85   (feet)  ADJUSTED  
 GX1494  ___________________________________________________________________
 GX1494  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GX1494  DYNAMIC HT  -        1061.864 (meters)    3483.80  (feet)  COMP
 GX1494  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 GX1494
 GX1494  VERT ORDER  -  FIRST     CLASS II
 GX1494
 GX1494.The horizontal coordinates were scaled from a topographic map and have
 GX1494.an estimated accuracy of +/- 6 seconds.
 GX1494
 GX1494.The orthometric height was determined by differential leveling
 GX1494.and adjusted by the National Geodetic Survey in June 1991..
 GX1494
 GX1494.The geoid height was determined by GEOID03.
 GX1494
 GX1494.The dynamic height is computed by dividing the NAVD 88
 GX1494.geopotential number by the normal gravity value computed on the
 GX1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1494.degrees latitude (g = 980.6199 gals.).
 GX1494
 GX1494.The modeled gravity was interpolated from observed gravity values.
 GX1494
 GX1494;                    North         East    Units  Estimated Accuracy
 GX1494;SPC WV S     -    28,230.      583,660.      MT  (+/- 180 meters Scaled)
 GX1494
 GX1494                          SUPERSEDED SURVEY CONTROL
 GX1494
 GX1494  NGVD 29 (??/??/??) 1062.91   (m)         3487.2    (f) RESET       3  
 GX1494
 GX1494.Superseded values are not recommended for survey control.
 GX1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1494.See file dsdata.txt to determine how the superseded data were derived.
 GX1494
 GX1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB836230(NAD 83)
 GX1494_MARKER: DD = SURVEY DISK
 GX1494_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GX1494+WITH SETTING: PAVEMENT
 GX1494_STAMPING: A 30 RESET 1943
 GX1494_MARK LOGO: CGS   
 GX1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1494+STABILITY: SURFACE MOTION
 GX1494
 GX1494  HISTORY     - Date     Condition        Report By
 GX1494  HISTORY     - 1943     MONUMENTED       VADH
 GX1494  HISTORY     - 1973     GOOD             NGS
 GX1494  HISTORY     - 1984     GOOD             NGS
 GX1494
 GX1494                          STATION DESCRIPTION
 GX1494
 GX1494'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1943
 GX1494'4 MI SE FROM BLUEFIELD.
 GX1494'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 21 FROM THE POST OFFICE
 GX1494'AT BLUEFIELD, MERCER COUNTY, ON THE TOP OF EAST RIVER MOUNTAIN,
 GX1494'47 FEET NORTH OF A WEST VIRGINIA-VIRGINIA STATE-LINE MARKER,
 GX1494'27.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 GX1494'CONCRETE BASE OF A HISTORIC MARKER.
 GX1494
 GX1494                          STATION RECOVERY (1973)
 GX1494
 GX1494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GX1494'RECOVERED IN GOOD CONDITION.
 GX1494
 GX1494                          STATION RECOVERY (1984)
 GX1494
 GX1494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1494'RECOVERED IN GOOD CONDITION, THE YEAR STAMPED WAS REPORTED TO BE 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0306 ***********************************************************************
 JW0306  DESIGNATION -  A 31
 JW0306  PID         -  JW0306
 JW0306  STATE/COUNTY-  WV/MINERAL
 JW0306  USGS QUAD   -  KEYSER (1974)
 JW0306
 JW0306                         *CURRENT SURVEY CONTROL
 JW0306  ___________________________________________________________________
 JW0306* NAD 83(1986)-  39 27 12.     (N)    078 59 49.     (W)     SCALED    
 JW0306* NAVD 88     -       255.234  (meters)     837.38   (feet)  ADJUSTED  
 JW0306  ___________________________________________________________________
 JW0306  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JW0306  DYNAMIC HT  -         255.074 (meters)     836.86  (feet)  COMP
 JW0306  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 JW0306
 JW0306  VERT ORDER  -  SECOND    CLASS 0
 JW0306
 JW0306.The horizontal coordinates were scaled from a topographic map and have
 JW0306.an estimated accuracy of +/- 6 seconds.
 JW0306
 JW0306.The orthometric height was determined by differential leveling
 JW0306.and adjusted by the National Geodetic Survey in June 1991..
 JW0306
 JW0306.The geoid height was determined by GEOID03.
 JW0306
 JW0306.The dynamic height is computed by dividing the NAVD 88
 JW0306.geopotential number by the normal gravity value computed on the
 JW0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0306.degrees latitude (g = 980.6199 gals.).
 JW0306
 JW0306.The modeled gravity was interpolated from observed gravity values.
 JW0306
 JW0306;                    North         East    Units  Estimated Accuracy
 JW0306;SPC WV N     -   105,960.      643,300.      MT  (+/- 180 meters Scaled)
 JW0306
 JW0306                          SUPERSEDED SURVEY CONTROL
 JW0306
 JW0306  NGVD 29 (??/??/92)  255.416  (m)          837.98   (f) ADJ UNCH    2 0
 JW0306
 JW0306.Superseded values are not recommended for survey control.
 JW0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0306.See file dsdata.txt to determine how the superseded data were derived.
 JW0306
 JW0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD723690(NAD 83)
 JW0306_MARKER: DB = BENCH MARK DISK
 JW0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0306_SP_SET: SIGNAL BASE
 JW0306_STAMPING: A 31 1935
 JW0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0306
 JW0306  HISTORY     - Date     Condition        Report By
 JW0306  HISTORY     - 1935     MONUMENTED       CGS
 JW0306  HISTORY     - 1939     MARK NOT FOUND   NGS
 JW0306  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0306
 JW0306                          STATION DESCRIPTION
 JW0306
 JW0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0306'AT KEYSER.
 JW0306'AT KEYSER, MINERAL COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JW0306'111 FEET EAST OF MILEPOST B 203-W 176, AT THE WEST END OF THE
 JW0306'YARDS, AT AN OLD ABANDONED SIGNAL TOWER, IN THE TOP OF THE
 JW0306'CONCRETE BASE, AND 30 FEET NORTH OF THE CENTER LINE OF THE
 JW0306'NORTH MAIN TRACK.  A STANDARD DISK, STAMPED A 31 1935.
 JW0306
 JW0306                          STATION RECOVERY (1939)
 JW0306
 JW0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 JW0306'MARK NOT FOUND.
 JW0306
 JW0306                          STATION RECOVERY (1983)
 JW0306
 JW0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2953 ***********************************************************************
 KY2953  DESIGNATION -  A 312
 KY2953  PID         -  KY2953
 KY2953  STATE/COUNTY-  WV/HANCOCK
 KY2953  USGS QUAD   -  EAST LIVERPOOL SOUTH (1985)
 KY2953
 KY2953                         *CURRENT SURVEY CONTROL
 KY2953  ___________________________________________________________________
 KY2953* NAD 83(1986)-  40 36 41.     (N)    080 33 55.     (W)     SCALED    
 KY2953* NAVD 88     -       217.784  (meters)     714.51   (feet)  ADJUSTED  
 KY2953  ___________________________________________________________________
 KY2953  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KY2953  DYNAMIC HT  -         217.671 (meters)     714.14  (feet)  COMP
 KY2953  MODELED GRAV-     980,104.1   (mgal)                       NAVD 88
 KY2953
 KY2953  VERT ORDER  -  FIRST     CLASS II
 KY2953
 KY2953.The horizontal coordinates were scaled from a topographic map and have
 KY2953.an estimated accuracy of +/- 6 seconds.
 KY2953
 KY2953.The orthometric height was determined by differential leveling
 KY2953.and adjusted by the National Geodetic Survey in June 1991..
 KY2953
 KY2953.The geoid height was determined by GEOID03.
 KY2953
 KY2953.The dynamic height is computed by dividing the NAVD 88
 KY2953.geopotential number by the normal gravity value computed on the
 KY2953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2953.degrees latitude (g = 980.6199 gals.).
 KY2953
 KY2953.The modeled gravity was interpolated from observed gravity values.
 KY2953
 KY2953;                    North         East    Units  Estimated Accuracy
 KY2953;SPC WV N     -   234,950.      509,840.      MT  (+/- 180 meters Scaled)
 KY2953
 KY2953                          SUPERSEDED SURVEY CONTROL
 KY2953
 KY2953.No superseded survey control is available for this station.
 KY2953
 KY2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE367957(NAD 83)
 KY2953_MARKER: I = METAL ROD
 KY2953_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KY2953_SP_SET: STAINLESS STEEL ROD
 KY2953_STAMPING: A 312 1983
 KY2953_MARK LOGO: NGS   
 KY2953_PROJECTION: FLUSH
 KY2953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2953_ROD/PIPE-DEPTH: 16.9 meters
 KY2953
 KY2953  HISTORY     - Date     Condition        Report By
 KY2953  HISTORY     - 1983     MONUMENTED       NGS
 KY2953
 KY2953                          STATION DESCRIPTION
 KY2953
 KY2953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2953'IN CHESTER.
 KY2953'IN CHESTER, ALONG STATE HIGHWAY 2, AT THE POST OFFICE, 16.85 METERS
 KY2953'(55.3 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 KY2953'11.43 METERS (37.5 FT) WEST OF A FLAGPOLE, 5.06 METERS (16.6 FT)
 KY2953'SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, 0.43 METER (1.4 FT)
 KY2953'SOUTH-SOUTHEAST OF THE FACE OF THE BUILDING.
 KY2953'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1039 ***********************************************************************
 JW1039  DESIGNATION -  A 313
 JW1039  PID         -  JW1039
 JW1039  STATE/COUNTY-  WV/MONONGALIA
 JW1039  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1039
 JW1039                         *CURRENT SURVEY CONTROL
 JW1039  ___________________________________________________________________
 JW1039* NAD 83(1986)-  39 35 32.     (N)    079 57 52.     (W)     SCALED    
 JW1039* NAVD 88     -       286.917  (meters)     941.33   (feet)  ADJUSTED  
 JW1039  ___________________________________________________________________
 JW1039  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JW1039  DYNAMIC HT  -         286.745 (meters)     940.76  (feet)  COMP
 JW1039  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 JW1039
 JW1039  VERT ORDER  -  FIRST     CLASS II
 JW1039
 JW1039.The horizontal coordinates were scaled from a topographic map and have
 JW1039.an estimated accuracy of +/- 6 seconds.
 JW1039
 JW1039.The orthometric height was determined by differential leveling
 JW1039.and adjusted by the National Geodetic Survey in June 1991..
 JW1039
 JW1039.The geoid height was determined by GEOID03.
 JW1039
 JW1039.The dynamic height is computed by dividing the NAVD 88
 JW1039.geopotential number by the normal gravity value computed on the
 JW1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1039.degrees latitude (g = 980.6199 gals.).
 JW1039
 JW1039.The modeled gravity was interpolated from observed gravity values.
 JW1039
 JW1039;                    North         East    Units  Estimated Accuracy
 JW1039;SPC WV N     -   121,360.      560,110.      MT  (+/- 180 meters Scaled)
 JW1039
 JW1039                          SUPERSEDED SURVEY CONTROL
 JW1039
 JW1039.No superseded survey control is available for this station.
 JW1039
 JW1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND889830(NAD 83)
 JW1039_MARKER: DB = BENCH MARK DISK
 JW1039_SETTING: 66 = SET IN ROCK OUTCROP
 JW1039_SP_SET: ROCK OUTCROP
 JW1039_STAMPING: A 313 1983
 JW1039_MARK LOGO: NGS   
 JW1039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1039+STABILITY: POSITION/ELEVATION WELL
 JW1039
 JW1039  HISTORY     - Date     Condition        Report By
 JW1039  HISTORY     - 1983     MONUMENTED       NGS
 JW1039
 JW1039                          STATION DESCRIPTION
 JW1039
 JW1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1039'4.7 KM (2.95 MI) SW FROM MORGANTOWN.
 JW1039'3.4 KM (2.1 MI) SOUTH ALONG U.S. HIGHWAY 119 (UNIVERSITY AVENUE) FROM
 JW1039'THE JUNCTION OF STATE HIGHWAY 7 (PLEASANT STREET) IN MORGANTOWN,
 JW1039'THENCE 1.4 KM (0.85 MI) SOUTHWEST ALONG STATE HIGHWAY 73 TO THE MARK
 JW1039'ON THE RIGHT, IN TOP OF BEDROCK, 15.84 METERS (52.0 FT) NORTHWEST OF
 JW1039'THE CENTERLINE OF THE HIGHWAY, 9.44 METERS (31.0 FT) NORTH OF A
 JW1039'48-INCH TRIANGLE BLAZED MAPLE TREE.
 JW1039'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 JW1039'THE MARK IS 3.04 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1726 ***********************************************************************
 JX1726  DESIGNATION -  A 314
 JX1726  PID         -  JX1726
 JX1726  STATE/COUNTY-  WV/WOOD
 JX1726  USGS QUAD   -  PARKERSBURG (1994)
 JX1726
 JX1726                         *CURRENT SURVEY CONTROL
 JX1726  ___________________________________________________________________
 JX1726* NAD 83(1986)-  39 16 01.     (N)    081 32 01.     (W)     SCALED    
 JX1726* NAVD 88     -       193.038  (meters)     633.33   (feet)  ADJUSTED  
 JX1726  ___________________________________________________________________
 JX1726  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX1726  DYNAMIC HT  -         192.918 (meters)     632.93  (feet)  COMP
 JX1726  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 JX1726
 JX1726  VERT ORDER  -  FIRST     CLASS II
 JX1726
 JX1726.The horizontal coordinates were scaled from a topographic map and have
 JX1726.an estimated accuracy of +/- 6 seconds.
 JX1726
 JX1726.The orthometric height was determined by differential leveling
 JX1726.and adjusted by the National Geodetic Survey in June 1991..
 JX1726
 JX1726.The geoid height was determined by GEOID03.
 JX1726
 JX1726.The dynamic height is computed by dividing the NAVD 88
 JX1726.geopotential number by the normal gravity value computed on the
 JX1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1726.degrees latitude (g = 980.6199 gals.).
 JX1726
 JX1726.The modeled gravity was interpolated from observed gravity values.
 JX1726
 JX1726;                    North         East    Units  Estimated Accuracy
 JX1726;SPC WV N     -    87,130.      424,520.      MT  (+/- 180 meters Scaled)
 JX1726
 JX1726                          SUPERSEDED SURVEY CONTROL
 JX1726
 JX1726.No superseded survey control is available for this station.
 JX1726
 JX1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD539465(NAD 83)
 JX1726_MARKER: I = METAL ROD
 JX1726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1726_SP_SET: STAINLESS STEEL ROD
 JX1726_STAMPING: A 314 1983
 JX1726_MARK LOGO: NGS   
 JX1726_PROJECTION: FLUSH
 JX1726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1726_ROD/PIPE-DEPTH: 6.0  meters
 JX1726
 JX1726  HISTORY     - Date     Condition        Report By
 JX1726  HISTORY     - 1983     MONUMENTED       NGS
 JX1726  HISTORY     - 20050618 MARK NOT FOUND   GEOCAC
 JX1726
 JX1726                          STATION DESCRIPTION
 JX1726
 JX1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1726'IN PARKERSBURG.
 JX1726'IN PARKERSBURG, AT THE INTERSECTION OF U.S. HIGHWAY 50 AND PARK
 JX1726'AVENUE, NEAR THE NORTHWEST CORNER OF PARK SCHOOL, 20.4 METERS
 JX1726'(67.0 FT) SOUTHEAST OF THE CENTERLINE OF PARK AVENUE, 11.8 METERS
 JX1726'(39.0 FT) NORTH OF THE CENTER OF THE NORTH DOORS ON THE WEST SIDE OF
 JX1726'THE BUILDING, 0.60 METER (2.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 JX1726'THE SCHOOL.
 JX1726'THE MARK IS ABOVE LEVEL WITH GROUND.
 JX1726
 JX1726                          STATION RECOVERY (2005)
 JX1726
 JX1726'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JX1726'PARK SCHOOL HAS BEEN RAZED AND THE LOCATION OCCUPIED BY A FAST FOOD
 JX1726'RESTAURANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1787 ***********************************************************************
 JX1787  DESIGNATION -  A 315
 JX1787  PID         -  JX1787
 JX1787  STATE/COUNTY-  WV/TAYLOR
 JX1787  USGS QUAD   -  GRAFTON (1976)
 JX1787
 JX1787                         *CURRENT SURVEY CONTROL
 JX1787  ___________________________________________________________________
 JX1787* NAD 83(1986)-  39 20 39.     (N)    080 01 25.     (W)     SCALED    
 JX1787* NAVD 88     -       391.804  (meters)    1285.44   (feet)  ADJUSTED  
 JX1787  ___________________________________________________________________
 JX1787  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JX1787  DYNAMIC HT  -         391.561 (meters)    1284.65  (feet)  COMP
 JX1787  MODELED GRAV-     979,995.6   (mgal)                       NAVD 88
 JX1787
 JX1787  VERT ORDER  -  FIRST     CLASS II
 JX1787
 JX1787.The horizontal coordinates were scaled from a topographic map and have
 JX1787.an estimated accuracy of +/- 6 seconds.
 JX1787
 JX1787.The orthometric height was determined by differential leveling
 JX1787.and adjusted by the National Geodetic Survey in June 1991..
 JX1787
 JX1787.The geoid height was determined by GEOID03.
 JX1787
 JX1787.The dynamic height is computed by dividing the NAVD 88
 JX1787.geopotential number by the normal gravity value computed on the
 JX1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1787.degrees latitude (g = 980.6199 gals.).
 JX1787
 JX1787.The modeled gravity was interpolated from observed gravity values.
 JX1787
 JX1787;                    North         East    Units  Estimated Accuracy
 JX1787;SPC WV N     -    93,850.      554,860.      MT  (+/- 180 meters Scaled)
 JX1787
 JX1787                          SUPERSEDED SURVEY CONTROL
 JX1787
 JX1787.No superseded survey control is available for this station.
 JX1787
 JX1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND841554(NAD 83)
 JX1787_MARKER: I = METAL ROD
 JX1787_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1787_SP_SET: STAINLESS STEEL ROD
 JX1787_STAMPING: A 315 1983
 JX1787_MARK LOGO: NGS   
 JX1787_PROJECTION: FLUSH
 JX1787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1787_ROD/PIPE-DEPTH: 3.4  meters
 JX1787
 JX1787  HISTORY     - Date     Condition        Report By
 JX1787  HISTORY     - 1983     MONUMENTED       NGS
 JX1787  HISTORY     - 1983     GOOD             NGS
 JX1787
 JX1787                          STATION DESCRIPTION
 JX1787
 JX1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1787'IN GRAFTON.
 JX1787'IN GRAFTON, ALONG U.S. HIGHWAY 50, ALONG THE SOUTH FENCE AROUND THE
 JX1787'OLD CATHOLIC CEMETERY, ACROSS THE HIGHWAY FROM THE ENTRANCE TO THE
 JX1787'HOSPITAL, 1.8 KM (1.15 MI) EAST OF THE JUCNTION OF STATE HIGHWAY 310,
 JX1787'7.16 METERS (23.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 JX1787'13.08 METERS (42.9 FT) WEST OF THE WEST GATE POST TO THE CEMETERY,
 JX1787'0.58 METER (1.9 FT) EAST OF THE HISTORICAL SIGN FOR THE CEMETERY,
 JX1787'0.34 METER (1.1 FT) SOUTH OF THE 3-FOOT HIGH CHAIN LINK FENCE.
 JX1787'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JX1787
 JX1787                          STATION RECOVERY (1983)
 JX1787
 JX1787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1674 ***********************************************************************
 JX1674  DESIGNATION -  A 316
 JX1674  PID         -  JX1674
 JX1674  STATE/COUNTY-  WV/MARSHALL
 JX1674  USGS QUAD   -  BUSINESSBURG (1976)
 JX1674
 JX1674                         *CURRENT SURVEY CONTROL
 JX1674  ___________________________________________________________________
 JX1674* NAD 83(1986)-  39 57 14.     (N)    080 45 13.     (W)     SCALED    
 JX1674* NAVD 88     -       209.680  (meters)     687.93   (feet)  ADJUSTED  
 JX1674  ___________________________________________________________________
 JX1674  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JX1674  DYNAMIC HT  -         209.562 (meters)     687.54  (feet)  COMP
 JX1674  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 JX1674
 JX1674  VERT ORDER  -  FIRST     CLASS II
 JX1674
 JX1674.The horizontal coordinates were scaled from a topographic map and have
 JX1674.an estimated accuracy of +/- 6 seconds.
 JX1674
 JX1674.The orthometric height was determined by differential leveling
 JX1674.and adjusted by the National Geodetic Survey in June 1991..
 JX1674
 JX1674.The geoid height was determined by GEOID03.
 JX1674
 JX1674.The dynamic height is computed by dividing the NAVD 88
 JX1674.geopotential number by the normal gravity value computed on the
 JX1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1674.degrees latitude (g = 980.6199 gals.).
 JX1674
 JX1674.The modeled gravity was interpolated from observed gravity values.
 JX1674
 JX1674;                    North         East    Units  Estimated Accuracy
 JX1674;SPC WV N     -   162,160.      492,890.      MT  (+/- 180 meters Scaled)
 JX1674
 JX1674                          SUPERSEDED SURVEY CONTROL
 JX1674
 JX1674.No superseded survey control is available for this station.
 JX1674
 JX1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE210226(NAD 83)
 JX1674_MARKER: I = METAL ROD
 JX1674_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1674_SP_SET: STAINLESS STEEL ROD
 JX1674_STAMPING: A 316 1983
 JX1674_MARK LOGO: NGS   
 JX1674_PROJECTION: FLUSH
 JX1674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1674_ROD/PIPE-DEPTH: 9.0  meters
 JX1674
 JX1674  HISTORY     - Date     Condition        Report By
 JX1674  HISTORY     - 1983     MONUMENTED       NGS
 JX1674  HISTORY     - 20040523 MARK NOT FOUND   USPSQD
 JX1674
 JX1674                          STATION DESCRIPTION
 JX1674
 JX1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1674'IN GLEN DALE.
 JX1674'IN GLEN DALE, 0.5 KM (0.3 MI) NORTH ALONG U.S. HIGHWAY 250 AND STATE
 JX1674'HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 86 TO THE MARK ON THE
 JX1674'RIGHT, ON THE PROPERTY OF THE MARSHALL COUNTY DEPARTMENT OF HIGHWAYS
 JX1674'HEADQUARTERS, 16.28 METERS (53.4 FT) EAST OF THE EAST CURB OF THE
 JX1674'HIGHWAY, 2.29 METERS (7.5 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER
 JX1674'OF THE BUILDING, 0.97 METER (3.2 FT) NORTH OF A FLAGPOLE.
 JX1674'THE MARK IS 0.61 M ABOVE HIGHWAY.
 JX1674
 JX1674                          STATION RECOVERY (2004)
 JX1674
 JX1674'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX1674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1821 ***********************************************************************
 JX1821  DESIGNATION -  A 317
 JX1821  PID         -  JX1821
 JX1821  STATE/COUNTY-  WV/TAYLOR
 JX1821  USGS QUAD   -  GRAFTON (1976)
 JX1821
 JX1821                         *CURRENT SURVEY CONTROL
 JX1821  ___________________________________________________________________
 JX1821* NAD 83(1986)-  39 20 45.     (N)    080 00 12.     (W)     SCALED    
 JX1821* NAVD 88     -       363.269  (meters)    1191.83   (feet)  ADJUSTED  
 JX1821  ___________________________________________________________________
 JX1821  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JX1821  DYNAMIC HT  -         363.041 (meters)    1191.08  (feet)  COMP
 JX1821  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 JX1821
 JX1821  VERT ORDER  -  FIRST     CLASS II
 JX1821
 JX1821.The horizontal coordinates were scaled from a topographic map and have
 JX1821.an estimated accuracy of +/- 6 seconds.
 JX1821
 JX1821.The orthometric height was determined by differential leveling
 JX1821.and adjusted by the National Geodetic Survey in June 1991..
 JX1821
 JX1821.The geoid height was determined by GEOID03.
 JX1821
 JX1821.The dynamic height is computed by dividing the NAVD 88
 JX1821.geopotential number by the normal gravity value computed on the
 JX1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1821.degrees latitude (g = 980.6199 gals.).
 JX1821
 JX1821.The modeled gravity was interpolated from observed gravity values.
 JX1821
 JX1821;                    North         East    Units  Estimated Accuracy
 JX1821;SPC WV N     -    94,020.      556,610.      MT  (+/- 180 meters Scaled)
 JX1821
 JX1821                          SUPERSEDED SURVEY CONTROL
 JX1821
 JX1821.No superseded survey control is available for this station.
 JX1821
 JX1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND858556(NAD 83)
 JX1821_MARKER: DB = BENCH MARK DISK
 JX1821_SETTING: 66 = SET IN ROCK OUTCROP
 JX1821_SP_SET: ROCK OUTCROP
 JX1821_STAMPING: A 317 1983
 JX1821_MARK LOGO: NGS   
 JX1821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1821+STABILITY: POSITION/ELEVATION WELL
 JX1821
 JX1821  HISTORY     - Date     Condition        Report By
 JX1821  HISTORY     - 1983     MONUMENTED       NGS
 JX1821
 JX1821                          STATION DESCRIPTION
 JX1821
 JX1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1821'IN GRAFTON.
 JX1821'IN GRAFTON, AT THE BLUEVILLE BANK OF GRAFTON, AT THE INTERSECTION OF
 JX1821'U.S. HIGHWAY 50 AND STATE HIGHWAY 119, ON THE SOUTH SIDE OF THE BANK,
 JX1821'IN TOP OF THE EAST END OF A ROCK OUTCROP, 11.90 METERS (39.0 FT)
 JX1821'SOUTHWEST OF THE SOUTHEAST CORNER OF THE BANK, 5.12 METERS (16.8 FT)
 JX1821'SOUTHEAST OF THE SOUTHEAST CORNER OF A 12- BY 12-FOOT BRICK BUILDING
 JX1821'FOR ELECTRICAL TRANSFORMERS FOR THE BANK, 2.92 METERS (9.6 FT)
 JX1821'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE FIRST BRICK PILLAR SOUTH
 JX1821'OF THE BANK, SUPPORTING THE OVERHEAD CONCRETE WALKWAY OF THE SOUTH
 JX1821'ENTRANCE OF THE BANK.
 JX1821'THE MARK IS 0.61 M BELOW PAVED DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1748 ***********************************************************************
 JX1748  DESIGNATION -  A 319
 JX1748  PID         -  JX1748
 JX1748  STATE/COUNTY-  WV/RITCHIE
 JX1748  USGS QUAD   -  ELLENBORO (1975)
 JX1748
 JX1748                         *CURRENT SURVEY CONTROL
 JX1748  ___________________________________________________________________
 JX1748* NAD 83(1986)-  39 15 30.     (N)    081 06 24.     (W)     SCALED    
 JX1748* NAVD 88     -       249.315  (meters)     817.96   (feet)  ADJUSTED  
 JX1748  ___________________________________________________________________
 JX1748  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JX1748  DYNAMIC HT  -         249.160 (meters)     817.45  (feet)  COMP
 JX1748  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 JX1748
 JX1748  VERT ORDER  -  FIRST     CLASS II
 JX1748
 JX1748.The horizontal coordinates were scaled from a topographic map and have
 JX1748.an estimated accuracy of +/- 6 seconds.
 JX1748
 JX1748.The orthometric height was determined by differential leveling
 JX1748.and adjusted by the National Geodetic Survey in June 1991..
 JX1748
 JX1748.The geoid height was determined by GEOID03.
 JX1748
 JX1748.The dynamic height is computed by dividing the NAVD 88
 JX1748.geopotential number by the normal gravity value computed on the
 JX1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1748.degrees latitude (g = 980.6199 gals.).
 JX1748
 JX1748.The modeled gravity was interpolated from observed gravity values.
 JX1748
 JX1748;                    North         East    Units  Estimated Accuracy
 JX1748;SPC WV N     -    85,430.      461,340.      MT  (+/- 180 meters Scaled)
 JX1748
 JX1748                          SUPERSEDED SURVEY CONTROL
 JX1748
 JX1748.No superseded survey control is available for this station.
 JX1748
 JX1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD907454(NAD 83)
 JX1748_MARKER: DB = BENCH MARK DISK
 JX1748_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1748_SP_SET: ABUTMENT
 JX1748_STAMPING: A 319 1983
 JX1748_MARK LOGO: NGS   
 JX1748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1748+STABILITY: POSITION/ELEVATION WELL
 JX1748
 JX1748  HISTORY     - Date     Condition        Report By
 JX1748  HISTORY     - 1983     MONUMENTED       NGS
 JX1748
 JX1748                          STATION DESCRIPTION
 JX1748
 JX1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1748'3.9 KM (2.4 MI) WEST FROM ELLENBORO.
 JX1748'3.9 KM (2.4 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1748'HIGHWAY 16 IN ELLENBORO TO THE MARK ON THE LEFT, IN THE SOUTHWEST
 JX1748'ABUTMENT OF A BRIDGE OVER BONDS CREEK ON THE EASTBOUND LANE,
 JX1748'7.1 METERS (23.5 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANE
 JX1748'OF THE HIGHWAY.
 JX1748'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1771 ***********************************************************************
 JX1771  DESIGNATION -  A 320
 JX1771  PID         -  JX1771
 JX1771  STATE/COUNTY-  WV/HARRISON
 JX1771  USGS QUAD   -  CLARKSBURG (1976)
 JX1771
 JX1771                         *CURRENT SURVEY CONTROL
 JX1771  ___________________________________________________________________
 JX1771* NAD 83(1986)-  39 16 37.     (N)    080 19 04.     (W)     SCALED    
 JX1771* NAVD 88     -       320.840  (meters)    1052.62   (feet)  ADJUSTED  
 JX1771  ___________________________________________________________________
 JX1771  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JX1771  DYNAMIC HT  -         320.640 (meters)    1051.97  (feet)  COMP
 JX1771  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JX1771
 JX1771  VERT ORDER  -  FIRST     CLASS II
 JX1771
 JX1771.The horizontal coordinates were scaled from a topographic map and have
 JX1771.an estimated accuracy of +/- 6 seconds.
 JX1771
 JX1771.The orthometric height was determined by differential leveling
 JX1771.and adjusted by the National Geodetic Survey in June 1991..
 JX1771
 JX1771.The geoid height was determined by GEOID03.
 JX1771
 JX1771.The dynamic height is computed by dividing the NAVD 88
 JX1771.geopotential number by the normal gravity value computed on the
 JX1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1771.degrees latitude (g = 980.6199 gals.).
 JX1771
 JX1771.The modeled gravity was interpolated from observed gravity values.
 JX1771
 JX1771;                    North         East    Units  Estimated Accuracy
 JX1771;SPC WV N     -    86,580.      529,440.      MT  (+/- 180 meters Scaled)
 JX1771
 JX1771                          SUPERSEDED SURVEY CONTROL
 JX1771
 JX1771.No superseded survey control is available for this station.
 JX1771
 JX1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND588477(NAD 83)
 JX1771_MARKER: DB = BENCH MARK DISK
 JX1771_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1771_SP_SET: ABUTMENT
 JX1771_STAMPING: A 320 1983
 JX1771_MARK LOGO: NGS   
 JX1771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1771+STABILITY: POSITION/ELEVATION WELL
 JX1771
 JX1771  HISTORY     - Date     Condition        Report By
 JX1771  HISTORY     - 1983     MONUMENTED       NGS
 JX1771
 JX1771                          STATION DESCRIPTION
 JX1771
 JX1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1771'IN CLARKSBURG.
 JX1771'IN CLARKSBURG, 2.9 KM (1.8 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE
 JX1771'JUNCTION OF INTERSTATE 79 TO THE MARK ON THE LEFT, IN THE SOUTHEAST
 JX1771'ABUTMENT ON THE EASTBOUND LANE OF THE HIGHWAY BRIDGE OVER THE
 JX1771'BALTIMORE AND OHIO RAILROAD, 13.2 METERS (43.5 FT) SOUTH OF THE
 JX1771'CENTERLINE OF THE EASTBOUND LANE OF THE HIGHWAY.
 JX1771'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1809 ***********************************************************************
 JX1809  DESIGNATION -  A 322
 JX1809  PID         -  JX1809
 JX1809  STATE/COUNTY-  WV/TAYLOR
 JX1809  USGS QUAD   -  GRAFTON (1976)
 JX1809
 JX1809                         *CURRENT SURVEY CONTROL
 JX1809  ___________________________________________________________________
 JX1809* NAD 83(1986)-  39 16 27.     (N)    080 02 20.     (W)     SCALED    
 JX1809* NAVD 88     -       325.789  (meters)    1068.86   (feet)  ADJUSTED  
 JX1809  ___________________________________________________________________
 JX1809  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JX1809  DYNAMIC HT  -         325.583 (meters)    1068.18  (feet)  COMP
 JX1809  MODELED GRAV-     979,985.1   (mgal)                       NAVD 88
 JX1809
 JX1809  VERT ORDER  -  FIRST     CLASS II
 JX1809
 JX1809.The horizontal coordinates were scaled from a topographic map and have
 JX1809.an estimated accuracy of +/- 6 seconds.
 JX1809
 JX1809.The orthometric height was determined by differential leveling
 JX1809.and adjusted by the National Geodetic Survey in June 1991..
 JX1809
 JX1809.The geoid height was determined by GEOID03.
 JX1809
 JX1809.The dynamic height is computed by dividing the NAVD 88
 JX1809.geopotential number by the normal gravity value computed on the
 JX1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1809.degrees latitude (g = 980.6199 gals.).
 JX1809
 JX1809.The modeled gravity was interpolated from observed gravity values.
 JX1809
 JX1809;                    North         East    Units  Estimated Accuracy
 JX1809;SPC WV N     -    86,090.      553,500.      MT  (+/- 180 meters Scaled)
 JX1809
 JX1809                          SUPERSEDED SURVEY CONTROL
 JX1809
 JX1809.No superseded survey control is available for this station.
 JX1809
 JX1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND829476(NAD 83)
 JX1809_MARKER: DB = BENCH MARK DISK
 JX1809_SETTING: 39 = SET IN A TUNNEL
 JX1809_SP_SET: TUNNEL
 JX1809_STAMPING: A 322 1983
 JX1809_MARK LOGO: NGS   
 JX1809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1809
 JX1809  HISTORY     - Date     Condition        Report By
 JX1809  HISTORY     - 1983     MONUMENTED       NGS
 JX1809
 JX1809                          STATION DESCRIPTION
 JX1809
 JX1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1809'9.0 KM (5.6 MI) SOUTH FROM GRAFTON.
 JX1809'8.8 KM (5.5 MI) SOUTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE IN
 JX1809'GRAFTON, THENCE 0.2 KM (0.1 MI) EAST ALONG A PAVED ROAD TO THE MARK ON
 JX1809'THE RIGHT, SET VERTICALLY IN THE NORTH FACE OF A TUNNEL UNDER THE
 JX1809'BALTIMORE AND OHIO RAILROAD, 3.96 METERS (13.0 FT) SOUTH OF THE CENTER
 JX1809'OF THE PAVED ROAD, 0.49 METER (1.6 FT) EAST OF THE WEST END OF THE
 JX1809'TUNNEL.
 JX1809'THE MARK IS 1.2 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1705 ***********************************************************************
 JX1705  DESIGNATION -  A 323
 JX1705  PID         -  JX1705
 JX1705  STATE/COUNTY-  WV/PLEASANTS
 JX1705  USGS QUAD   -  RAVEN ROCK (1994)
 JX1705
 JX1705                         *CURRENT SURVEY CONTROL
 JX1705  ___________________________________________________________________
 JX1705* NAD 83(1986)-  39 25 57.     (N)    081 09 59.     (W)     SCALED    
 JX1705* NAVD 88     -       189.445  (meters)     621.54   (feet)  ADJUSTED  
 JX1705  ___________________________________________________________________
 JX1705  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JX1705  DYNAMIC HT  -         189.332 (meters)     621.17  (feet)  COMP
 JX1705  MODELED GRAV-     980,026.8   (mgal)                       NAVD 88
 JX1705
 JX1705  VERT ORDER  -  FIRST     CLASS II
 JX1705
 JX1705.The horizontal coordinates were scaled from a topographic map and have
 JX1705.an estimated accuracy of +/- 6 seconds.
 JX1705
 JX1705.The orthometric height was determined by differential leveling
 JX1705.and adjusted by the National Geodetic Survey in June 1991..
 JX1705
 JX1705.The geoid height was determined by GEOID03.
 JX1705
 JX1705.The dynamic height is computed by dividing the NAVD 88
 JX1705.geopotential number by the normal gravity value computed on the
 JX1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1705.degrees latitude (g = 980.6199 gals.).
 JX1705
 JX1705.The modeled gravity was interpolated from observed gravity values.
 JX1705
 JX1705;                    North         East    Units  Estimated Accuracy
 JX1705;SPC WV N     -   104,850.      456,550.      MT  (+/- 180 meters Scaled)
 JX1705
 JX1705                          SUPERSEDED SURVEY CONTROL
 JX1705
 JX1705.No superseded survey control is available for this station.
 JX1705
 JX1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD856647(NAD 83)
 JX1705_MARKER: I = METAL ROD
 JX1705_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1705_SP_SET: STAINLESS STEEL ROD
 JX1705_STAMPING: A 323 1983
 JX1705_MARK LOGO: NGS   
 JX1705_PROJECTION: FLUSH
 JX1705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1705_ROD/PIPE-DEPTH: 12.0 meters
 JX1705
 JX1705  HISTORY     - Date     Condition        Report By
 JX1705  HISTORY     - 1983     MONUMENTED       NGS
 JX1705
 JX1705                          STATION DESCRIPTION
 JX1705
 JX1705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1705'5.1 KM (3.2 MI) NE FROM ST MARYS.
 JX1705'5.1 KM (3.2 MI) NORTHEAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 JX1705'STATE HIGHWAY 16 IN ST MARYS TO THE MARK ON THE RIGHT, AT THE
 JX1705'ADMINISTRATION BUILDING OF THE COLIN ANDERSON CENTER - WEST VIRGINIA
 JX1705'DEPARTMENT OF HEALTH, 22.52 METERS (73.9 FT) SOUTH OF THE CENTERLINE
 JX1705'OF THE HIGHWAY, 33.83 METERS (111.0 FT) SOUTHWEST OF THE CENTER OF THE
 JX1705'DRIVE, 1.07 METERS (3.5 FT) SOUTHWEST OF THE ENTRANCE TO THE BUILDING,
 JX1705'1.77 METERS (5.8 FT) NORTHWEST OF THE NORTH FACE OF THE BUILDING.
 JX1705'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3197 ***********************************************************************
 HW3197  DESIGNATION -  A 324
 HW3197  PID         -  HW3197
 HW3197  STATE/COUNTY-  WV/RANDOLPH
 HW3197  USGS QUAD   -  JUNIOR (1976)
 HW3197
 HW3197                         *CURRENT SURVEY CONTROL
 HW3197  ___________________________________________________________________
 HW3197* NAD 83(1986)-  38 56 52.     (N)    079 57 32.     (W)     SCALED    
 HW3197* NAVD 88     -       596.966  (meters)    1958.55   (feet)  ADJUSTED  
 HW3197  ___________________________________________________________________
 HW3197  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HW3197  DYNAMIC HT  -         596.549 (meters)    1957.18  (feet)  COMP
 HW3197  MODELED GRAV-     979,909.8   (mgal)                       NAVD 88
 HW3197
 HW3197  VERT ORDER  -  FIRST     CLASS II
 HW3197
 HW3197.The horizontal coordinates were scaled from a topographic map and have
 HW3197.an estimated accuracy of +/- 6 seconds.
 HW3197
 HW3197.The orthometric height was determined by differential leveling
 HW3197.and adjusted by the National Geodetic Survey in June 1991..
 HW3197
 HW3197.The geoid height was determined by GEOID03.
 HW3197
 HW3197.The dynamic height is computed by dividing the NAVD 88
 HW3197.geopotential number by the normal gravity value computed on the
 HW3197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3197.degrees latitude (g = 980.6199 gals.).
 HW3197
 HW3197.The modeled gravity was interpolated from observed gravity values.
 HW3197
 HW3197;                    North         East    Units  Estimated Accuracy
 HW3197;SPC WV S     -   216,700.      690,250.      MT  (+/- 180 meters Scaled)
 HW3197
 HW3197                          SUPERSEDED SURVEY CONTROL
 HW3197
 HW3197.No superseded survey control is available for this station.
 HW3197
 HW3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND902114(NAD 83)
 HW3197_MARKER: DV = VERTICAL CONTROL DISK
 HW3197_SETTING: 66 = SET IN ROCK OUTCROP
 HW3197_SP_SET: ROCK OUTCROP
 HW3197_STAMPING: A 324 1983
 HW3197_MARK LOGO: NGS   
 HW3197_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3197+STABILITY: POSITION/ELEVATION WELL
 HW3197
 HW3197  HISTORY     - Date     Condition        Report By
 HW3197  HISTORY     - 1983     MONUMENTED       NGS
 HW3197  HISTORY     - 19901108 GOOD             WVHD
 HW3197
 HW3197                          STATION DESCRIPTION
 HW3197
 HW3197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3197'10.8 KM (6.7 MI) SOUTH FROM BELINGTON.
 HW3197'10.8 KM (6.7 MI) SOUTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 HW3197'BELINGTON TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROCK CUT,
 HW3197'10.06 METERS (33.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 HW3197'13.72 METERS (45.0 FT) SOUTHEAST OF THE CENTER OF A PAVED CROSS ROAD,
 HW3197'0.15 METER (0.5 FT) SOUTH OF THE NORTH EDGE OF THE TOP LEDGE.
 HW3197'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 HW3197'THE MARK IS 3.0 M ABOVE HIGHWAY.
 HW3197
 HW3197                          STATION RECOVERY (1990)
 HW3197
 HW3197'RECOVERY NOTE BY WEST VIRGINIA HIGHWAY DEPARTMENT 1990
 HW3197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3682 ***********************************************************************
 HW3682  DESIGNATION -  A 324 RESET
 HW3682  PID         -  HW3682
 HW3682  STATE/COUNTY-  WV/RANDOLPH
 HW3682  USGS QUAD   -  JUNIOR (1976)
 HW3682
 HW3682                         *CURRENT SURVEY CONTROL
 HW3682  ___________________________________________________________________
 HW3682* NAD 83(1986)-  38 56 52.     (N)    079 57 32.     (W)     SCALED    
 HW3682* NAVD 88     -       606.75   (meters)    1990.6    (feet)  RESET     
 HW3682  ___________________________________________________________________
 HW3682  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HW3682
 HW3682  VERT ORDER  -  THIRD
 HW3682
 HW3682.The horizontal coordinates were scaled from a topographic map and have
 HW3682.an estimated accuracy of +/- 6 seconds.
 HW3682
 HW3682.The orthometric height was computed from unverified reset data.
 HW3682.No vertical observational check was made to the station.
 HW3682
 HW3682.The geoid height was determined by GEOID03.
 HW3682
 HW3682;                    North         East    Units  Estimated Accuracy
 HW3682;SPC WV S     -   216,700.      690,250.      MT  (+/- 180 meters Scaled)
 HW3682
 HW3682                          SUPERSEDED SURVEY CONTROL
 HW3682
 HW3682.No superseded survey control is available for this station.
 HW3682
 HW3682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND902114(NAD 83)
 HW3682_MARKER: DV = VERTICAL CONTROL DISK
 HW3682_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HW3682_SP_SET: DROP INLET
 HW3682_STAMPING: A 324 RESET 1991
 HW3682_MARK LOGO: NGS   
 HW3682_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3682
 HW3682  HISTORY     - Date     Condition        Report By
 HW3682  HISTORY     - 1991     MONUMENTED       WVHD
 HW3682
 HW3682                          STATION DESCRIPTION
 HW3682
 HW3682'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1991
 HW3682'6.7 MILES (10.8 KM) SOUTH ALONG US HIGHWAY 250 FROM THE POST OFFICE IN
 HW3682'BELINGTON, TBM RR SPIKE IN MP NO 1P1454, 250 FEET (76.2 M) RIGHT OF
 HW3682'CENTERLINE STATION 133+29, NORTHWEST CORNER OF DROP INLET AT STATION
 HW3682'128+0 ON CENTERLINE PROJECT APD 484 (SS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3219 ***********************************************************************
 GX3219  DESIGNATION -  A 325
 GX3219  PID         -  GX3219
 GX3219  STATE/COUNTY-  WV/GREENBRIER
 GX3219  USGS QUAD   -  WILLIAMSBURG (1972)
 GX3219
 GX3219                         *CURRENT SURVEY CONTROL
 GX3219  ___________________________________________________________________
 GX3219* NAD 83(1986)-  37 56 48.     (N)    080 22 33.     (W)     SCALED    
 GX3219* NAVD 88     -       655.072  (meters)    2149.18   (feet)  ADJUSTED  
 GX3219  ___________________________________________________________________
 GX3219  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GX3219  DYNAMIC HT  -         654.530 (meters)    2147.40  (feet)  COMP
 GX3219  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GX3219
 GX3219  VERT ORDER  -  FIRST     CLASS II
 GX3219
 GX3219.The horizontal coordinates were scaled from a topographic map and have
 GX3219.an estimated accuracy of +/- 6 seconds.
 GX3219
 GX3219.The orthometric height was determined by differential leveling
 GX3219.and adjusted by the National Geodetic Survey in June 1991..
 GX3219
 GX3219.The geoid height was determined by GEOID03.
 GX3219
 GX3219.The dynamic height is computed by dividing the NAVD 88
 GX3219.geopotential number by the normal gravity value computed on the
 GX3219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3219.degrees latitude (g = 980.6199 gals.).
 GX3219
 GX3219.The modeled gravity was interpolated from observed gravity values.
 GX3219
 GX3219;                    North         East    Units  Estimated Accuracy
 GX3219;SPC WV S     -   105,250.      654,860.      MT  (+/- 180 meters Scaled)
 GX3219
 GX3219                          SUPERSEDED SURVEY CONTROL
 GX3219
 GX3219.No superseded survey control is available for this station.
 GX3219
 GX3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC548000(NAD 83)
 GX3219_MARKER: DB = BENCH MARK DISK
 GX3219_SETTING: 66 = SET IN ROCK OUTCROP
 GX3219_SP_SET: ROCK OUTCROP
 GX3219_STAMPING: A 325 1983
 GX3219_MARK LOGO: NGS   
 GX3219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3219+STABILITY: POSITION/ELEVATION WELL
 GX3219
 GX3219  HISTORY     - Date     Condition        Report By
 GX3219  HISTORY     - 1983     MONUMENTED       NGS
 GX3219
 GX3219                          STATION DESCRIPTION
 GX3219
 GX3219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GX3219'2.7 KM (1.65 MI) NORTH FROM FRANKFORD.
 GX3219'2.7 KM (1.65 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 GX3219'FRANKFORD TO THE MARK ON THE RIGHT, IN TOP OF A LEDGE OF A ROCK CUT,
 GX3219'5.18 METERS (17.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GX3219'15.79 METERS (51.8 FT) NORTHEAST AND ACROSS THE HIGHWAY OF UTILITY
 GX3219'POLE EO 221, 8.99 METERS (29.5 FT) SOUTH OF UTILITY POLE 36.
 GX3219'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1210 ***********************************************************************
 JW1210  DESIGNATION -  A 326
 JW1210  PID         -  JW1210
 JW1210  STATE/COUNTY-  WV/MORGAN
 JW1210  USGS QUAD   -  HANCOCK (1971)
 JW1210
 JW1210                         *CURRENT SURVEY CONTROL
 JW1210  ___________________________________________________________________
 JW1210* NAD 83(1986)-  39 40 44.     (N)    078 11 43.     (W)     SCALED    
 JW1210* NAVD 88     -       183.181  (meters)     600.99   (feet)  ADJUSTED  
 JW1210  ___________________________________________________________________
 JW1210  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JW1210  DYNAMIC HT  -         183.076 (meters)     600.64  (feet)  COMP
 JW1210  MODELED GRAV-     980,048.2   (mgal)                       NAVD 88
 JW1210
 JW1210  VERT ORDER  -  FIRST     CLASS II
 JW1210
 JW1210.The horizontal coordinates were scaled from a topographic map and have
 JW1210.an estimated accuracy of +/- 6 seconds.
 JW1210
 JW1210.The orthometric height was determined by differential leveling
 JW1210.and adjusted by the National Geodetic Survey in June 1991..
 JW1210
 JW1210.The geoid height was determined by GEOID03.
 JW1210
 JW1210.The dynamic height is computed by dividing the NAVD 88
 JW1210.geopotential number by the normal gravity value computed on the
 JW1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1210.degrees latitude (g = 980.6199 gals.).
 JW1210
 JW1210.The modeled gravity was interpolated from observed gravity values.
 JW1210
 JW1210;                    North         East    Units  Estimated Accuracy
 JW1210;SPC WV N     -   131,690.      711,930.      MT  (+/- 180 meters Scaled)
 JW1210
 JW1210                          SUPERSEDED SURVEY CONTROL
 JW1210
 JW1210.No superseded survey control is available for this station.
 JW1210
 JW1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD405958(NAD 83)
 JW1210_MARKER: I = METAL ROD
 JW1210_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1210+WITH SETTING: INFORMATION.
 JW1210_SP_SET: SHALLOW SET METAL ROD
 JW1210_STAMPING: A 326 1983
 JW1210_MARK LOGO: NGS   
 JW1210_PROJECTION: FLUSH
 JW1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1210_ROD/PIPE-DEPTH: 2.3  meters
 JW1210
 JW1210  HISTORY     - Date     Condition        Report By
 JW1210  HISTORY     - 1983     MONUMENTED       NGS
 JW1210
 JW1210                          STATION DESCRIPTION
 JW1210
 JW1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1210'2.4 KM (1.5 MI) SOUTH FROM HANCOCK.
 JW1210'2.4 KM (1.5 MI) SOUTH ALONG U.S. HIGHWAY 522 FROM THE NORTH END OF THE
 JW1210'HIGHWAY BRIDGE OVER THE POTOMAC RIVER IN HANCOCK TO THE MARK ON THE
 JW1210'RIGHT, ON THE SOUTHWEST SIDE OF A COMMEMORATIVE PLAQUE (LOVERS LEAP),
 JW1210'11.60 METERS (38.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JW1210'9.14 METERS (30.0 FT) SOUTHWEST OF THE CENTER OF A PRIVATE ROAD
 JW1210'LEADING WEST, 0.61 METER (2.0 FT) SOUTHWEST OF THE METAL POST
 JW1210'SUPPORTING THE PLAQUE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE
 JW1210'ROD, DRIVEN TO REFUSAL AND ANCHORED.
 JW1210'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 JW1210'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2011 ***********************************************************************
 GX2011  DESIGNATION -  A 327
 GX2011  PID         -  GX2011
 GX2011  STATE/COUNTY-  WV/MCDOWELL
 GX2011  USGS QUAD   -  AMONATE (1977)
 GX2011
 GX2011                         *CURRENT SURVEY CONTROL
 GX2011  ___________________________________________________________________
 GX2011* NAD 83(1986)-  37 12 31.     (N)    081 41 01.     (W)     SCALED    
 GX2011* NAVD 88     -       855.620  (meters)    2807.15   (feet)  ADJUSTED  
 GX2011  ___________________________________________________________________
 GX2011  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GX2011  DYNAMIC HT  -         854.845 (meters)    2804.60  (feet)  COMP
 GX2011  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 GX2011
 GX2011  VERT ORDER  -  SECOND    CLASS 0
 GX2011
 GX2011.The horizontal coordinates were scaled from a topographic map and have
 GX2011.an estimated accuracy of +/- 6 seconds.
 GX2011
 GX2011.The orthometric height was determined by differential leveling
 GX2011.and adjusted by the National Geodetic Survey in June 1991..
 GX2011
 GX2011.The geoid height was determined by GEOID03.
 GX2011
 GX2011.The dynamic height is computed by dividing the NAVD 88
 GX2011.geopotential number by the normal gravity value computed on the
 GX2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2011.degrees latitude (g = 980.6199 gals.).
 GX2011
 GX2011.The modeled gravity was interpolated from observed gravity values.
 GX2011
 GX2011;                    North         East    Units  Estimated Accuracy
 GX2011;SPC WV S     -    23,380.      539,310.      MT  (+/- 180 meters Scaled)
 GX2011
 GX2011                          SUPERSEDED SURVEY CONTROL
 GX2011
 GX2011  NGVD 29 (??/??/92)  855.739  (m)         2807.54   (f) ADJ UNCH    2 0
 GX2011
 GX2011.Superseded values are not recommended for survey control.
 GX2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2011.See file dsdata.txt to determine how the superseded data were derived.
 GX2011
 GX2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB393182(NAD 83)
 GX2011_MARKER: DB = BENCH MARK DISK
 GX2011_SETTING: 66 = SET IN ROCK OUTCROP
 GX2011_SP_SET: LEDGE
 GX2011_STAMPING: A 327 1958
 GX2011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2011+STABILITY: POSITION/ELEVATION WELL
 GX2011
 GX2011  HISTORY     - Date     Condition        Report By
 GX2011  HISTORY     - 1958     MONUMENTED       CGS
 GX2011
 GX2011                          STATION DESCRIPTION
 GX2011
 GX2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2011'6.3 MI N FROM BANDY.
 GX2011'6.3 MILES NORTH ALONG ROAD NO. 627 FROM THE POST OFFICE AT BRANDY,
 GX2011'AT A POINT WHERE THE ROAD APPROXIMATELY FOLLOWS THE VIRGINIA-WEST
 GX2011'VIRGINIA STATE LINE (BOUNDARY INDEFINITE), ABOUT 0.1 MILE SOUTHEAST
 GX2011'OF A TWO-STORY WHITE FRAME HOUSE, ABOUT 60 YARDS NORHT OF A POINT
 GX2011'WHERE A POWER LINE TURNS SOUTHWEST, SET IN THE TOP OF A 15-FOOT
 GX2011'LONG AND 2-FOOT HIGH ROCK PROJECTION
 GX2011'IN A BANK, 9 FEET WEST OF CENTER LINE OF ROAD, 52 FEET SOUTH OF
 GX2011'CENTER OF A GATE, 29 FEET SOUTH OF A LONE 20-INCH POPLAR TREE, AND
 GX2011'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF ROAD.  NOTE-- MARK IS REACHED
 GX2011'FROM VALLSCREEK, MCDOWELL  COUNTY, WEST VIRGINIA BY GOING 0.2 MILE
 GX2011'SOUTH ALONG A BLACK TOP ROAD FROM THE OVERPASS OF THE NORFOLK AND
 GX2011'WESTERN RAILWAY, THENCE ABOUT 1.5 MILES WEST ALONG A GRAVEL ROAD,
 GX2011'THENCE ABOUT 3.0 MILES SOUTH SOUTHWEST ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4108 ***********************************************************************
 JV4108  DESIGNATION -  A 327
 JV4108  PID         -  JV4108
 JV4108  STATE/COUNTY-  WV/BERKELEY
 JV4108  USGS QUAD   -  MARTINSBURG (1979)
 JV4108
 JV4108                         *CURRENT SURVEY CONTROL
 JV4108  ___________________________________________________________________
 JV4108* NAD 83(1986)-  39 27 45.     (N)    077 57 43.     (W)     SCALED    
 JV4108* NAVD 88     -       130.191  (meters)     427.13   (feet)  ADJUSTED  
 JV4108  ___________________________________________________________________
 JV4108  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JV4108  DYNAMIC HT  -         130.113 (meters)     426.88  (feet)  COMP
 JV4108  MODELED GRAV-     980,024.3   (mgal)                       NAVD 88
 JV4108
 JV4108  VERT ORDER  -  FIRST     CLASS II
 JV4108
 JV4108.The horizontal coordinates were scaled from a topographic map and have
 JV4108.an estimated accuracy of +/- 6 seconds.
 JV4108
 JV4108.The orthometric height was determined by differential leveling
 JV4108.and adjusted by the National Geodetic Survey in June 1991..
 JV4108
 JV4108.The geoid height was determined by GEOID03.
 JV4108
 JV4108.The dynamic height is computed by dividing the NAVD 88
 JV4108.geopotential number by the normal gravity value computed on the
 JV4108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4108.degrees latitude (g = 980.6199 gals.).
 JV4108
 JV4108.The modeled gravity was interpolated from observed gravity values.
 JV4108
 JV4108;                    North         East    Units  Estimated Accuracy
 JV4108;SPC WV N     -   107,990.      732,350.      MT  (+/- 180 meters Scaled)
 JV4108
 JV4108                          SUPERSEDED SURVEY CONTROL
 JV4108
 JV4108.No superseded survey control is available for this station.
 JV4108
 JV4108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ451722(NAD 83)
 JV4108_MARKER: DB = BENCH MARK DISK
 JV4108_SETTING: 66 = SET IN ROCK OUTCROP
 JV4108_SP_SET: ROCK OUTCROP
 JV4108_STAMPING: A 327 1983
 JV4108_MARK LOGO: NGS   
 JV4108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4108+STABILITY: POSITION/ELEVATION WELL
 JV4108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV4108+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2004
 JV4108
 JV4108  HISTORY     - Date     Condition        Report By
 JV4108  HISTORY     - 1983     MONUMENTED       NGS
 JV4108  HISTORY     - 20040614 GOOD             DEWDAV
 JV4108
 JV4108                          STATION DESCRIPTION
 JV4108
 JV4108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4108'IN MARTINSBURG.
 JV4108'IN MARTINSBURG, 0.7 KM (0.45 MI) NORTH OF THE COURTHOUSE, IN THE BASE
 JV4108'OF A WALL OF BEDROCK ON THE NORTH SIDE OF THE BALTIMORE AND OHIO
 JV4108'RAILROAD OVERPASS BRIDGE, 3.81 METERS (12.5 FT) WEST OF THE WEST CURB
 JV4108'OF STATE HIGHWAY 9, 19.60 METERS (64.5 FT) NORTH OF THE NORTH END OF
 JV4108'THE WEST ABUTMENT OF THE OVERPASS BRIDGE, 23.46 METERS (77.0 FT) SOUTH
 JV4108'OF POWER POLE M35281.
 JV4108'THE MARK IS 0.91 METERS  SW FROM A WITNESS POST.
 JV4108'THE MARK IS 0.91 M ABOVE HIGHWAY.
 JV4108
 JV4108                          STATION RECOVERY (2004)
 JV4108
 JV4108'RECOVERY NOTE BY DEWBERRY DAVIS 2004
 JV4108'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3204 ***********************************************************************
 GX3204  DESIGNATION -  A 328
 GX3204  PID         -  GX3204
 GX3204  STATE/COUNTY-  WV/GREENBRIER
 GX3204  USGS QUAD   -  FORT SPRING (1971)
 GX3204
 GX3204                         *CURRENT SURVEY CONTROL
 GX3204  ___________________________________________________________________
 GX3204* NAD 83(1986)-  37 43 20.     (N)    080 36 34.     (W)     SCALED    
 GX3204* NAVD 88     -       491.604  (meters)    1612.87   (feet)  ADJUSTED  
 GX3204  ___________________________________________________________________
 GX3204  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX3204  DYNAMIC HT  -         491.203 (meters)    1611.56  (feet)  COMP
 GX3204  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 GX3204
 GX3204  VERT ORDER  -  FIRST     CLASS II
 GX3204
 GX3204.The horizontal coordinates were scaled from a topographic map and have
 GX3204.an estimated accuracy of +/- 6 seconds.
 GX3204
 GX3204.The orthometric height was determined by differential leveling
 GX3204.and adjusted by the National Geodetic Survey in June 1991..
 GX3204
 GX3204.The geoid height was determined by GEOID03.
 GX3204
 GX3204.The dynamic height is computed by dividing the NAVD 88
 GX3204.geopotential number by the normal gravity value computed on the
 GX3204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3204.degrees latitude (g = 980.6199 gals.).
 GX3204
 GX3204.The modeled gravity was interpolated from observed gravity values.
 GX3204
 GX3204;                    North         East    Units  Estimated Accuracy
 GX3204;SPC WV S     -    80,230.      634,430.      MT  (+/- 180 meters Scaled)
 GX3204
 GX3204                          SUPERSEDED SURVEY CONTROL
 GX3204
 GX3204.No superseded survey control is available for this station.
 GX3204
 GX3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB344750(NAD 83)
 GX3204_MARKER: DB = BENCH MARK DISK
 GX3204_SETTING: 66 = SET IN ROCK OUTCROP
 GX3204_SP_SET: ROCK OUTCROP
 GX3204_STAMPING: A 328 1984
 GX3204_MARK LOGO: NGS   
 GX3204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3204+STABILITY: POSITION/ELEVATION WELL
 GX3204
 GX3204  HISTORY     - Date     Condition        Report By
 GX3204  HISTORY     - 1984     MONUMENTED       NGS
 GX3204
 GX3204                          STATION DESCRIPTION
 GX3204
 GX3204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3204'3.7 KM (2.3 MI) EAST FROM ALDERSON.
 GX3204'0.9 KM (0.55 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 GX3204'NORTH MONROE STREET IN ALDERSON, THENCE 2.8 KM (1.75 MI) EAST ALONG
 GX3204'STATE HIGHWAY 63 TO THE MARK ON THE LEFT, SET VERTICALLY IN THE FACE
 GX3204'OF A LARGE ROCK OUTCROP, 13.41 METERS (44.0 FT) NORTHWEST OF THE
 GX3204'CENTERLINE OF THE HIGHWAY, 6.92 METERS (22.7 FT) WEST OF UTILITY POLE
 GX3204'C42 9008 844, 6.86 METERS (22.5 FT) NORTH OF THE SOUTH END OF THE EAST
 GX3204'FACE OF THE ROCK.
 GX3204'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3246 ***********************************************************************
 GX3246  DESIGNATION -  A 329
 GX3246  PID         -  GX3246
 GX3246  STATE/COUNTY-  WV/MERCER
 GX3246  USGS QUAD   -  PRINCETON (1976)
 GX3246
 GX3246                         *CURRENT SURVEY CONTROL
 GX3246  ___________________________________________________________________
 GX3246* NAD 83(1986)-  37 18 18.     (N)    081 06 27.     (W)     SCALED    
 GX3246* NAVD 88     -       766.173  (meters)    2513.69   (feet)  ADJUSTED  
 GX3246  ___________________________________________________________________
 GX3246  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GX3246  DYNAMIC HT  -         765.496 (meters)    2511.46  (feet)  COMP
 GX3246  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 GX3246
 GX3246  VERT ORDER  -  FIRST     CLASS II
 GX3246
 GX3246.The horizontal coordinates were scaled from a topographic map and have
 GX3246.an estimated accuracy of +/- 6 seconds.
 GX3246
 GX3246.The orthometric height was determined by differential leveling
 GX3246.and adjusted by the National Geodetic Survey in June 1991..
 GX3246
 GX3246.The geoid height was determined by GEOID03.
 GX3246
 GX3246.The dynamic height is computed by dividing the NAVD 88
 GX3246.geopotential number by the normal gravity value computed on the
 GX3246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3246.degrees latitude (g = 980.6199 gals.).
 GX3246
 GX3246.The modeled gravity was interpolated from observed gravity values.
 GX3246
 GX3246;                    North         East    Units  Estimated Accuracy
 GX3246;SPC WV S     -    33,860.      590,470.      MT  (+/- 180 meters Scaled)
 GX3246
 GX3246                          SUPERSEDED SURVEY CONTROL
 GX3246
 GX3246.No superseded survey control is available for this station.
 GX3246
 GX3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB904287(NAD 83)
 GX3246_MARKER: I = METAL ROD
 GX3246_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GX3246_SP_SET: STAINLESS STEEL ROD
 GX3246_STAMPING: A 329 1984
 GX3246_MARK LOGO: NGS   
 GX3246_PROJECTION: FLUSH
 GX3246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3246_ROD/PIPE-DEPTH: 4.7  meters
 GX3246
 GX3246  HISTORY     - Date     Condition        Report By
 GX3246  HISTORY     - 1984     MONUMENTED       NGS
 GX3246
 GX3246                          STATION DESCRIPTION
 GX3246
 GX3246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3246'12.1 KM (7.5 MI) EAST FROM BLUEFIELD.
 GX3246'0.3 KM (0.2 MI) NORTH ALONG BLAND STREET FROM THE POST OFFICE IN
 GX3246'BLUEFIELD, THENCE 4.8 KM (3.0 MI) EAST ALONG U.S. HIGHWAY 19, THENCE
 GX3246'6.9 KM (4.3 MI) EAST ALONG STATE HIGHWAY 112 TO THE MARK ON THE RIGHT,
 GX3246'AT THE WEST END OF A WIDE PULL-OVER ALONG THE HIGHWAY, 4.88 METERS
 GX3246'(16.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 46.02 METERS
 GX3246'(151.0 FT) WEST OF UTILITY POLE 226-27.
 GX3246'THE MARK IS 0.7 METERS  N FROM A WITNESS POST.
 GX3246'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2167 ***********************************************************************
 HY2167  DESIGNATION -  A 330
 HY2167  PID         -  HY2167
 HY2167  STATE/COUNTY-  WV/MASON
 HY2167  USGS QUAD   -  GALLIPOLIS (1983)
 HY2167
 HY2167                         *CURRENT SURVEY CONTROL
 HY2167  ___________________________________________________________________
 HY2167* NAD 83(1986)-  38 51 16.     (N)    082 07 56.     (W)     SCALED    
 HY2167* NAVD 88     -       175.415  (meters)     575.51   (feet)  ADJUSTED  
 HY2167  ___________________________________________________________________
 HY2167  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HY2167  DYNAMIC HT  -         175.304 (meters)     575.14  (feet)  COMP
 HY2167  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 HY2167
 HY2167  VERT ORDER  -  FIRST     CLASS II
 HY2167
 HY2167.The horizontal coordinates were scaled from a topographic map and have
 HY2167.an estimated accuracy of +/- 6 seconds.
 HY2167
 HY2167.The orthometric height was determined by differential leveling
 HY2167.and adjusted by the National Geodetic Survey in June 1991..
 HY2167
 HY2167.The geoid height was determined by GEOID03.
 HY2167
 HY2167.The dynamic height is computed by dividing the NAVD 88
 HY2167.geopotential number by the normal gravity value computed on the
 HY2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2167.degrees latitude (g = 980.6199 gals.).
 HY2167
 HY2167.The modeled gravity was interpolated from observed gravity values.
 HY2167
 HY2167;                    North         East    Units  Estimated Accuracy
 HY2167;SPC WV S     -   206,430.      501,720.      MT  (+/- 180 meters Scaled)
 HY2167
 HY2167                          SUPERSEDED SURVEY CONTROL
 HY2167
 HY2167.No superseded survey control is available for this station.
 HY2167
 HY2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD017012(NAD 83)
 HY2167_MARKER: DB = BENCH MARK DISK
 HY2167_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HY2167_SP_SET: ABUTMENT
 HY2167_STAMPING: A 330 1984
 HY2167_MARK LOGO: NGS   
 HY2167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2167
 HY2167  HISTORY     - Date     Condition        Report By
 HY2167  HISTORY     - 1984     MONUMENTED       NGS
 HY2167
 HY2167                          STATION DESCRIPTION
 HY2167
 HY2167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2167'1.5 KM (0.95 MI) NNE FROM POINT PLEASANT.
 HY2167'1.5 KM (0.95 MI) NORTH-NORTHEAST ALONG STATE HIGHWAY 62 FROM THE CITY
 HY2167'MUNICIPAL BUILDING IN POINT PLEASANT TO THE MARK ON THE RIGHT, IN TOP
 HY2167'OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE HIGHWAY BRIDGE
 HY2167'OVER CROOKED CREEK, 6.40  METERS (21.0 FT) SOUTHEAST OF THE CENTERLINE
 HY2167'OF THE HIGHWAY.
 HY2167'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1834 ***********************************************************************
 JX1834  DESIGNATION -  A 331
 JX1834  PID         -  JX1834
 JX1834  STATE/COUNTY-  WV/WOOD
 JX1834  USGS QUAD   -  PARKERSBURG (1994)
 JX1834
 JX1834                         *CURRENT SURVEY CONTROL
 JX1834  ___________________________________________________________________
 JX1834* NAD 83(1986)-  39 15 22.     (N)    081 35 04.     (W)     SCALED    
 JX1834* NAVD 88     -       211.557  (meters)     694.08   (feet)  ADJUSTED  
 JX1834  ___________________________________________________________________
 JX1834  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JX1834  DYNAMIC HT  -         211.425 (meters)     693.65  (feet)  COMP
 JX1834  MODELED GRAV-     979,999.6   (mgal)                       NAVD 88
 JX1834
 JX1834  VERT ORDER  -  FIRST     CLASS II
 JX1834
 JX1834.The horizontal coordinates were scaled from a topographic map and have
 JX1834.an estimated accuracy of +/- 6 seconds.
 JX1834
 JX1834.The orthometric height was determined by differential leveling
 JX1834.and adjusted by the National Geodetic Survey in June 1991..
 JX1834
 JX1834.The geoid height was determined by GEOID03.
 JX1834
 JX1834.The dynamic height is computed by dividing the NAVD 88
 JX1834.geopotential number by the normal gravity value computed on the
 JX1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1834.degrees latitude (g = 980.6199 gals.).
 JX1834
 JX1834.The modeled gravity was interpolated from observed gravity values.
 JX1834
 JX1834;                    North         East    Units  Estimated Accuracy
 JX1834;SPC WV N     -    86,030.      420,110.      MT  (+/- 180 meters Scaled)
 JX1834
 JX1834                          SUPERSEDED SURVEY CONTROL
 JX1834
 JX1834.No superseded survey control is available for this station.
 JX1834
 JX1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD495453(NAD 83)
 JX1834_MARKER: DB = BENCH MARK DISK
 JX1834_SETTING: 66 = SET IN ROCK OUTCROP
 JX1834_SP_SET: ROCK OUTCROP
 JX1834_STAMPING: A 331 1984
 JX1834_MARK LOGO: NGS   
 JX1834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1834+STABILITY: POSITION/ELEVATION WELL
 JX1834
 JX1834  HISTORY     - Date     Condition        Report By
 JX1834  HISTORY     - 1984     MONUMENTED       NGS
 JX1834
 JX1834                          STATION DESCRIPTION
 JX1834
 JX1834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JX1834'1.6 KM (1.0 MI) SSW FROM PARKERSBURG.
 JX1834'1.6 KM (1.0 MI) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE
 JX1834'SOUTHWEST END OF THE HIGHWAY BRIDGE OVER THE LITTLE KANAWHA RIVER IN
 JX1834'PARKERSBURG TO THE MARK ON THE RIGHT, IN TOP OF THE BASE OF A ROCK
 JX1834'OUTCROP, NEAR THE JUNCTION OF MARRTOWN ROAD, 12.50 METERS (41.0 FT)
 JX1834'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANE OF THE
 JX1834'HIGHWAY, 5.50 METERS (18.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 JX1834'ROCK OUTCROP, 44.80 METERS (147.0 FT) NORTHEAST OF THE CENTERLINE OF
 JX1834'MARRTOWN ROAD.
 JX1834'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 JX1834'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1227 ***********************************************************************
 JY1227  DESIGNATION -  A 332
 JY1227  PID         -  JY1227
 JY1227  STATE/COUNTY-  WV/MASON
 JY1227  USGS QUAD   -  POMEROY (1992)
 JY1227
 JY1227                         *CURRENT SURVEY CONTROL
 JY1227  ___________________________________________________________________
 JY1227* NAD 83(1986)-  39 01 12.     (N)    082 01 54.     (W)     SCALED    
 JY1227* NAVD 88     -       177.839  (meters)     583.46   (feet)  ADJUSTED  
 JY1227  ___________________________________________________________________
 JY1227  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JY1227  DYNAMIC HT  -         177.728 (meters)     583.10  (feet)  COMP
 JY1227  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 JY1227
 JY1227  VERT ORDER  -  FIRST     CLASS II
 JY1227
 JY1227.The horizontal coordinates were scaled from a topographic map and have
 JY1227.an estimated accuracy of +/- 6 seconds.
 JY1227
 JY1227.The orthometric height was determined by differential leveling
 JY1227.and adjusted by the National Geodetic Survey in June 1991..
 JY1227
 JY1227.The geoid height was determined by GEOID03.
 JY1227
 JY1227.The dynamic height is computed by dividing the NAVD 88
 JY1227.geopotential number by the normal gravity value computed on the
 JY1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1227.degrees latitude (g = 980.6199 gals.).
 JY1227
 JY1227.The modeled gravity was interpolated from observed gravity values.
 JY1227
 JY1227;                    North         East    Units  Estimated Accuracy
 JY1227;SPC WV S     -   224,710.      510,660.      MT  (+/- 180 meters Scaled)
 JY1227
 JY1227                          SUPERSEDED SURVEY CONTROL
 JY1227
 JY1227.No superseded survey control is available for this station.
 JY1227
 JY1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD106195(NAD 83)
 JY1227_MARKER: I = METAL ROD
 JY1227_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JY1227_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JY1227_STAMPING: A 332 1984
 JY1227_MARK LOGO: NGS   
 JY1227_PROJECTION: FLUSH
 JY1227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY1227+STABILITY: POSITION/ELEVATION WELL
 JY1227_ROD/PIPE-DEPTH: 28.0 meters
 JY1227_SLEEVE-DEPTH  : 6.1 meters
 JY1227
 JY1227  HISTORY     - Date     Condition        Report By
 JY1227  HISTORY     - 1984     MONUMENTED       NGS
 JY1227
 JY1227                          STATION DESCRIPTION
 JY1227
 JY1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1227'IN MASON.
 JY1227'IN MASON, IN THE NORTH ANGLE OF STATE HIGHWAY 62 AND BROWN STREET, ON
 JY1227'THE PROPERTY OF THE MASON COUNTY BANK, 11.28 METERS (37.0 FT)
 JY1227'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.13 METERS (36.5 FT)
 JY1227'NORTHEAST OF THE CENTER OF THE STREET, 3.08 METERS (10.1 FT) SOUTH OF
 JY1227'THE SOUTH CORNER OF THE BANK, 2.80 METERS (9.2 FT) NORTH OF A FIRE
 JY1227'HYDRANT, 1.77 METERS (5.8 FT) NORTHWEST OF UTILITY POLE 9009532.
 JY1227'THE MARK IS 0.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1757 ***********************************************************************
 JW1757  DESIGNATION -  A 334
 JW1757  PID         -  JW1757
 JW1757  STATE/COUNTY-  WV/PRESTON
 JW1757  USGS QUAD   -  BRANDONVILLE (1976)
 JW1757
 JW1757                         *CURRENT SURVEY CONTROL
 JW1757  ___________________________________________________________________
 JW1757* NAD 83(1986)-  39 39 29.     (N)    079 30 32.     (W)     SCALED    
 JW1757* NAVD 88     -       656.074  (meters)    2152.47   (feet)  ADJUSTED  
 JW1757  ___________________________________________________________________
 JW1757  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JW1757  DYNAMIC HT  -         655.653 (meters)    2151.09  (feet)  COMP
 JW1757  MODELED GRAV-     979,963.1   (mgal)                       NAVD 88
 JW1757
 JW1757  VERT ORDER  -  FIRST     CLASS II
 JW1757
 JW1757.The horizontal coordinates were scaled from a topographic map and have
 JW1757.an estimated accuracy of +/- 6 seconds.
 JW1757
 JW1757.The orthometric height was determined by differential leveling
 JW1757.and adjusted by the National Geodetic Survey in April 1995..
 JW1757
 JW1757.The geoid height was determined by GEOID03.
 JW1757
 JW1757.The dynamic height is computed by dividing the NAVD 88
 JW1757.geopotential number by the normal gravity value computed on the
 JW1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1757.degrees latitude (g = 980.6199 gals.).
 JW1757
 JW1757.The modeled gravity was interpolated from observed gravity values.
 JW1757
 JW1757;                    North         East    Units  Estimated Accuracy
 JW1757;SPC WV N     -   128,560.      599,240.      MT  (+/- 180 meters Scaled)
 JW1757
 JW1757                          SUPERSEDED SURVEY CONTROL
 JW1757
 JW1757.No superseded survey control is available for this station.
 JW1757
 JW1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD279908(NAD 83)
 JW1757_MARKER: DV = VERTICAL CONTROL DISK
 JW1757_SETTING: 66 = SET IN ROCK OUTCROP
 JW1757_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1757_STAMPING: A 334 1993
 JW1757_MARK LOGO: NGS   
 JW1757_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1757+STABILITY: POSITION/ELEVATION WELL
 JW1757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1757+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1757
 JW1757  HISTORY     - Date     Condition        Report By
 JW1757  HISTORY     - 1993     MONUMENTED       NGS
 JW1757
 JW1757                          STATION DESCRIPTION
 JW1757
 JW1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1757'9.0 KM (5.60 MI) WESTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1757'JUNCTION OF STATE HIGHWAY 42 IN FRIENDSVILLE, MARYLAND (EXIT 4), NEAR
 JW1757'THE CENTER OF A 2 BY 3-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 JW1757'50.8 M (166.7 FT) SOUTHWEST OF THE WEST END OF A GUARDRAIL, 14.7 M
 JW1757'(48.2 FT) NORTHWEST OF THE CENTER OF THE EASTBOUND LANES OF THE
 JW1757'HIGHWAY, 12.9 M (42.3 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND
 JW1757'LANES OF THE HIGHWAY, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 JW1757'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1780 ***********************************************************************
 JW1780  DESIGNATION -  A 335
 JW1780  PID         -  JW1780
 JW1780  STATE/COUNTY-  WV/MONONGALIA
 JW1780  USGS QUAD   -  LAKE LYNN (1976)
 JW1780
 JW1780                         *CURRENT SURVEY CONTROL
 JW1780  ___________________________________________________________________
 JW1780* NAD 83(1986)-  39 39 27.     (N)    079 49 50.     (W)     SCALED    
 JW1780* NAVD 88     -       477.686  (meters)    1567.21   (feet)  ADJUSTED  
 JW1780  ___________________________________________________________________
 JW1780  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JW1780  DYNAMIC HT  -         477.391 (meters)    1566.24  (feet)  COMP
 JW1780  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 JW1780
 JW1780  VERT ORDER  -  FIRST     CLASS II
 JW1780
 JW1780.The horizontal coordinates were scaled from a topographic map and have
 JW1780.an estimated accuracy of +/- 6 seconds.
 JW1780
 JW1780.The orthometric height was determined by differential leveling
 JW1780.and adjusted by the National Geodetic Survey in April 1995..
 JW1780
 JW1780.The geoid height was determined by GEOID03.
 JW1780
 JW1780.The dynamic height is computed by dividing the NAVD 88
 JW1780.geopotential number by the normal gravity value computed on the
 JW1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1780.degrees latitude (g = 980.6199 gals.).
 JW1780
 JW1780.The modeled gravity was interpolated from observed gravity values.
 JW1780
 JW1780;                    North         East    Units  Estimated Accuracy
 JW1780;SPC WV N     -   128,560.      571,630.      MT  (+/- 180 meters Scaled)
 JW1780
 JW1780                          SUPERSEDED SURVEY CONTROL
 JW1780
 JW1780.No superseded survey control is available for this station.
 JW1780
 JW1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD003903(NAD 83)
 JW1780_MARKER: DV = VERTICAL CONTROL DISK
 JW1780_SETTING: 66 = SET IN ROCK OUTCROP
 JW1780_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1780_STAMPING: A 335 1993
 JW1780_MARK LOGO: NGS   
 JW1780_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1780+STABILITY: POSITION/ELEVATION WELL
 JW1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1780+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1780
 JW1780  HISTORY     - Date     Condition        Report By
 JW1780  HISTORY     - 1993     MONUMENTED       NGS
 JW1780
 JW1780                          STATION DESCRIPTION
 JW1780
 JW1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1780'7.8 KM (4.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1780'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), NEAR THE CENTER
 JW1780'OF THE NORTHERN 1/3 OF A 3 BY 7-FOOT EXPOSED AREA OF BEDROCK IN A
 JW1780'HIGHWAY CUT, 41.9 M (137.5 FT) NORTHEAST OF THE SOUTHEAST LEG OF A
 JW1780'SIGN, 15.0 M (49.2 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 JW1780'LANES OF THE HIGHWAY, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 JW1780'AND 0.6 M (2.0 FT) SOUTHWEST 0F A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0859 ***********************************************************************
 JX0859  DESIGNATION -  A 34
 JX0859  PID         -  JX0859
 JX0859  STATE/COUNTY-  WV/WOOD
 JX0859  USGS QUAD   -  MARIETTA (1994)
 JX0859
 JX0859                         *CURRENT SURVEY CONTROL
 JX0859  ___________________________________________________________________
 JX0859* NAD 83(1995)-  39 24 19.94306(N)    081 26 51.94610(W)     ADJUSTED  
 JX0859* NAVD 88     -       186.077  (meters)     610.49   (feet)  ADJUSTED  
 JX0859  ___________________________________________________________________
 JX0859  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 JX0859  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX0859  DYNAMIC HT  -         185.965 (meters)     610.12  (feet)  COMP
 JX0859  MODELED GRAV-     980,020.6   (mgal)                       NAVD 88
 JX0859
 JX0859  HORZ ORDER  -  FIRST
 JX0859  VERT ORDER  -  FIRST     CLASS II
 JX0859
 JX0859.The horizontal coordinates were established by GPS observations
 JX0859.and adjusted by the National Geodetic Survey in April 1998..
 JX0859
 JX0859.The orthometric height was determined by differential leveling
 JX0859.and adjusted by the National Geodetic Survey in June 1991..
 JX0859
 JX0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX0859
 JX0859.The geoid height was determined by GEOID03.
 JX0859
 JX0859.The dynamic height is computed by dividing the NAVD 88
 JX0859.geopotential number by the normal gravity value computed on the
 JX0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0859.degrees latitude (g = 980.6199 gals.).
 JX0859
 JX0859.The modeled gravity was interpolated from observed gravity values.
 JX0859
 JX0859;                    North         East     Units Scale Factor Converg.
 JX0859;SPC WV N     -   102,348.523   432,261.564   MT  0.99994810   -1 14 32.0
 JX0859;SPC OH S     -   156,561.551   690,621.052   MT  0.99993598   +0 40 03.6
 JX0859;UTM  17      - 4,361,876.958   461,449.660   MT  0.99961830   -0 17 03.3
 JX0859
 JX0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX0859!SPC WV N     -   0.99997618  x   0.99994810  =   0.99992428
 JX0859!SPC OH S     -   0.99997618  x   0.99993598  =   0.99991216
 JX0859!UTM  17      -   0.99997618  x   0.99961830  =   0.99959449
 JX0859
 JX0859                          SUPERSEDED SURVEY CONTROL
 JX0859
 JX0859  NAD 83(1986)-  39 24 19.94723(N)    081 26 51.95414(W) AD(       ) 1
 JX0859  NAVD 88 (08/31/93)  186.08   (m)          610.5    (f) LEVELING    3  
 JX0859  NGVD 29 (??/??/92)  186.254  (m)          611.07   (f) ADJ UNCH    1 2
 JX0859
 JX0859.Superseded values are not recommended for survey control.
 JX0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0859.See file dsdata.txt to determine how the superseded data were derived.
 JX0859
 JX0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6145061877(NAD 83)
 JX0859_MARKER: DB = BENCH MARK DISK
 JX0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0859_SP_SET: CONCRETE BASE
 JX0859_STAMPING: A 34 1934
 JX0859_MARK LOGO: CGS   
 JX0859_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX0859+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1992
 JX0859
 JX0859  HISTORY     - Date     Condition        Report By
 JX0859  HISTORY     - 1934     MONUMENTED       CGS
 JX0859  HISTORY     - 1959     GOOD             NGS
 JX0859  HISTORY     - 19921005 GOOD             GEOMET
 JX0859
 JX0859                          STATION DESCRIPTION
 JX0859
 JX0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX0859'AT WILLIAMSTOWN.
 JX0859'AT WILLIAMSTOWN, ALONG THE BALTIMORE AND OHIO RAILROAD, ABOUT
 JX0859'40 YARDS EAST OF THE CROSSING OF U.S. HIGHWAY 21 (HIGHLAND
 JX0859'AVENUE), 45 FEET NORTHWEST OF AND ACROSS THE TRACK FROM THE
 JX0859'NORTHEAST CORNER OF THE STATION, 6 FEET NORTH OF THE NORTH RAIL,
 JX0859'IN TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR A SEMAPHORE,
 JX0859'32 FEET NORTH OF THE NORTH WALL OF THE STATION AT THE STATION
 JX0859'MASTERS OFFICE, 0.3 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF
 JX0859'THE BASE, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 JX0859
 JX0859                          STATION RECOVERY (1992)
 JX0859
 JX0859'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1992
 JX0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0286 ***********************************************************************
 GY0286  DESIGNATION -  A 35
 GY0286  PID         -  GY0286
 GY0286  STATE/COUNTY-  WV/LOGAN
 GY0286  USGS QUAD   -  BARNABUS (1976)
 GY0286
 GY0286                         *CURRENT SURVEY CONTROL
 GY0286  ___________________________________________________________________
 GY0286* NAD 83(1986)-  37 44 50.     (N)    082 00 09.     (W)     SCALED    
 GY0286* NAVD 88     -       256.743  (meters)     842.33   (feet)  ADJUSTED  
 GY0286  ___________________________________________________________________
 GY0286  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GY0286  DYNAMIC HT  -         256.553 (meters)     841.71  (feet)  COMP
 GY0286  MODELED GRAV-     979,882.6   (mgal)                       NAVD 88
 GY0286
 GY0286  VERT ORDER  -  SECOND    CLASS 0
 GY0286
 GY0286.The horizontal coordinates were scaled from a topographic map and have
 GY0286.an estimated accuracy of +/- 6 seconds.
 GY0286
 GY0286.The orthometric height was determined by differential leveling
 GY0286.and adjusted by the National Geodetic Survey in June 1991..
 GY0286
 GY0286.The geoid height was determined by GEOID03.
 GY0286
 GY0286.The dynamic height is computed by dividing the NAVD 88
 GY0286.geopotential number by the normal gravity value computed on the
 GY0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0286.degrees latitude (g = 980.6199 gals.).
 GY0286
 GY0286.The modeled gravity was interpolated from observed gravity values.
 GY0286
 GY0286;                    North         East    Units  Estimated Accuracy
 GY0286;SPC WV S     -    83,410.      511,650.      MT  (+/- 180 meters Scaled)
 GY0286
 GY0286                          SUPERSEDED SURVEY CONTROL
 GY0286
 GY0286  NGVD 29 (??/??/92)  256.960  (m)          843.04   (f) ADJ UNCH    2 0
 GY0286
 GY0286.Superseded values are not recommended for survey control.
 GY0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0286.See file dsdata.txt to determine how the superseded data were derived.
 GY0286
 GY0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB116782(NAD 83)
 GY0286_MARKER: DB = BENCH MARK DISK
 GY0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0286_SP_SET: BRIDGE
 GY0286_STAMPING: A 35 1935
 GY0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0286
 GY0286  HISTORY     - Date     Condition        Report By
 GY0286  HISTORY     - 1935     MONUMENTED       CGS
 GY0286  HISTORY     - 1957     GOOD             NGS
 GY0286
 GY0286                          STATION DESCRIPTION
 GY0286
 GY0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0286'0.7 MI SW FROM OMAR.
 GY0286'ABOUT 0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 119 FROM THE HIGH
 GY0286'SCHOOL AT OMAR, AT BARNABUS, IN THE TOP OF SOUTHEAST WING WALL
 GY0286'OF HIGHWAY BRIDGE OVER COW CREEK, 10 FEET EAST OF CENTER LINE OF
 GY0286'HIGHWAY, 2 1/2 FEET SOUTH OF NORTHEAST CORNER OF SOUTH CONCRETE
 GY0286'ABUTMENT OF BRIDGE AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2290 ***********************************************************************
 GX2290  DESIGNATION -  A 36
 GX2290  PID         -  GX2290
 GX2290  STATE/COUNTY-  WV/LOGAN
 GX2290  USGS QUAD   -  CLOTHIER (1989)
 GX2290
 GX2290                         *CURRENT SURVEY CONTROL
 GX2290  ___________________________________________________________________
 GX2290* NAD 83(1986)-  37 56 26.     (N)    081 49 26.     (W)     SCALED    
 GX2290* NAVD 88     -       251.542  (meters)     825.27   (feet)  ADJUSTED  
 GX2290  ___________________________________________________________________
 GX2290  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GX2290  DYNAMIC HT  -         251.358 (meters)     824.66  (feet)  COMP
 GX2290  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 GX2290
 GX2290  VERT ORDER  -  SECOND    CLASS 0
 GX2290
 GX2290.The horizontal coordinates were scaled from a topographic map and have
 GX2290.an estimated accuracy of +/- 6 seconds.
 GX2290
 GX2290.The orthometric height was determined by differential leveling
 GX2290.and adjusted by the National Geodetic Survey in June 1991..
 GX2290
 GX2290.The geoid height was determined by GEOID03.
 GX2290
 GX2290.The dynamic height is computed by dividing the NAVD 88
 GX2290.geopotential number by the normal gravity value computed on the
 GX2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2290.degrees latitude (g = 980.6199 gals.).
 GX2290
 GX2290.The modeled gravity was interpolated from observed gravity values.
 GX2290
 GX2290;                    North         East    Units  Estimated Accuracy
 GX2290;SPC WV S     -   104,710.      527,580.      MT  (+/- 180 meters Scaled)
 GX2290
 GX2290                          SUPERSEDED SURVEY CONTROL
 GX2290
 GX2290  NGVD 29 (??/??/92)  251.754  (m)          825.96   (f) ADJ UNCH    2 0
 GX2290
 GX2290.Superseded values are not recommended for survey control.
 GX2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2290.See file dsdata.txt to determine how the superseded data were derived.
 GX2290
 GX2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB276995(NAD 83)
 GX2290_MARKER: DB = BENCH MARK DISK
 GX2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2290_STAMPING: A 36 1935
 GX2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2290+STABILITY: SURFACE MOTION
 GX2290
 GX2290  HISTORY     - Date     Condition        Report By
 GX2290  HISTORY     - 1935     MONUMENTED       CGS
 GX2290  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2290
 GX2290                          STATION DESCRIPTION
 GX2290
 GX2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2290'1.8 MI N FROM SHARPLES.
 GX2290'1.8 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GX2290'STATION AT SHARPLES, LOGAN COUNTY, 9 RAILS EAST OF THE EAST
 GX2290'SIDE OF MIFFLIN, 125 FEET NORTHWEST OF THE WEST END OF A FOOT
 GX2290'BRIDGE, 60 FEET SOUTHEAST OF A ONE-STORY STORE BUILDING, 10 FEET SOUTH
 GX2290'OF THE SOUTH RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 GX2290'STAMPED A 36 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GX2290
 GX2290                          STATION RECOVERY (1960)
 GX2290
 GX2290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2110 ***********************************************************************
 HX2110  DESIGNATION -  A 37
 HX2110  PID         -  HX2110
 HX2110  STATE/COUNTY-  WV/LINCOLN
 HX2110  USGS QUAD   -  JULIAN (1976)
 HX2110
 HX2110                         *CURRENT SURVEY CONTROL
 HX2110  ___________________________________________________________________
 HX2110* NAD 83(1986)-  38 12 59.     (N)    081 50 07.     (W)     SCALED    
 HX2110* NAVD 88     -       198.191  (meters)     650.23   (feet)  ADJUSTED  
 HX2110  ___________________________________________________________________
 HX2110  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HX2110  DYNAMIC HT  -         198.051 (meters)     649.77  (feet)  COMP
 HX2110  MODELED GRAV-     979,916.8   (mgal)                       NAVD 88
 HX2110
 HX2110  VERT ORDER  -  SECOND    CLASS 0
 HX2110
 HX2110.The horizontal coordinates were scaled from a topographic map and have
 HX2110.an estimated accuracy of +/- 6 seconds.
 HX2110
 HX2110.The orthometric height was determined by differential leveling
 HX2110.and adjusted by the National Geodetic Survey in June 1991..
 HX2110
 HX2110.The geoid height was determined by GEOID03.
 HX2110
 HX2110.The dynamic height is computed by dividing the NAVD 88
 HX2110.geopotential number by the normal gravity value computed on the
 HX2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2110.degrees latitude (g = 980.6199 gals.).
 HX2110
 HX2110.The modeled gravity was interpolated from observed gravity values.
 HX2110
 HX2110;                    North         East    Units  Estimated Accuracy
 HX2110;SPC WV S     -   135,340.      526,860.      MT  (+/- 180 meters Scaled)
 HX2110
 HX2110                          SUPERSEDED SURVEY CONTROL
 HX2110
 HX2110  NGVD 29 (??/??/92)  198.401  (m)          650.92   (f) ADJ UNCH    2 0
 HX2110
 HX2110.Superseded values are not recommended for survey control.
 HX2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2110.See file dsdata.txt to determine how the superseded data were derived.
 HX2110
 HX2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC268301(NAD 83)
 HX2110_MARKER: DB = BENCH MARK DISK
 HX2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2110_STAMPING: A 37 1935
 HX2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2110+STABILITY: SURFACE MOTION
 HX2110
 HX2110  HISTORY     - Date     Condition        Report By
 HX2110  HISTORY     - 1935     MONUMENTED       CGS
 HX2110  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 HX2110
 HX2110                          STATION DESCRIPTION
 HX2110
 HX2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2110'AT MC CORKLE.
 HX2110'AT MC CORKLE, LINCOLN COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 HX2110'0.1 MILE NORTH OF THE STATION, 4 RAILS NORTHWEST OF BRIDGE 220
 HX2110'AND MILEPOST SA 22, 24 FEET WEST OF THE WEST RAIL, 3 FEET EAST
 HX2110'OF A 36-INCH ELM TREE, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 HX2110'A STANDARD DISK, STAMPED A 37 1935 AND SET IN THE TOP OF A
 HX2110'CONCRETE POST.
 HX2110
 HX2110                          STATION RECOVERY (1973)
 HX2110
 HX2110'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2138 ***********************************************************************
 HX2138  DESIGNATION -  A 38
 HX2138  PID         -  HX2138
 HX2138  STATE/COUNTY-  WV/PUTNAM
 HX2138  USGS QUAD   -  SCOTT DEPOT (1989)
 HX2138
 HX2138                         *CURRENT SURVEY CONTROL
 HX2138  ___________________________________________________________________
 HX2138* NAD 83(1986)-  38 26 28.     (N)    081 57 16.     (W)     SCALED    
 HX2138* NAVD 88     -       213.028  (meters)     698.91   (feet)  ADJUSTED  
 HX2138  ___________________________________________________________________
 HX2138  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HX2138  DYNAMIC HT  -         212.882 (meters)     698.43  (feet)  COMP
 HX2138  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 HX2138
 HX2138  VERT ORDER  -  SECOND    CLASS 0
 HX2138
 HX2138.The horizontal coordinates were scaled from a topographic map and have
 HX2138.an estimated accuracy of +/- 6 seconds.
 HX2138
 HX2138.The orthometric height was determined by differential leveling
 HX2138.and adjusted by the National Geodetic Survey in June 1991..
 HX2138
 HX2138.The geoid height was determined by GEOID03.
 HX2138
 HX2138.The dynamic height is computed by dividing the NAVD 88
 HX2138.geopotential number by the normal gravity value computed on the
 HX2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2138.degrees latitude (g = 980.6199 gals.).
 HX2138
 HX2138.The modeled gravity was interpolated from observed gravity values.
 HX2138
 HX2138;                    North         East    Units  Estimated Accuracy
 HX2138;SPC WV S     -   160,380.      516,680.      MT  (+/- 180 meters Scaled)
 HX2138
 HX2138                          SUPERSEDED SURVEY CONTROL
 HX2138
 HX2138  NGVD 29 (??/??/92)  213.210  (m)          699.51   (f) ADJ UNCH    2 0
 HX2138
 HX2138.Superseded values are not recommended for survey control.
 HX2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2138.See file dsdata.txt to determine how the superseded data were derived.
 HX2138
 HX2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC167551(NAD 83)
 HX2138_MARKER: DB = BENCH MARK DISK
 HX2138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2138_SP_SET: BRIDGE
 HX2138_STAMPING: A 38 1935
 HX2138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2138
 HX2138  HISTORY     - Date     Condition        Report By
 HX2138  HISTORY     - 1935     MONUMENTED       CGS
 HX2138  HISTORY     - 1957     MARK NOT FOUND   USGS
 HX2138
 HX2138                          STATION DESCRIPTION
 HX2138
 HX2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2138'0.2 MI W FROM TEAYS.
 HX2138'ABOUT 0.2 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX2138'THE STATION AT TEAYS, PUTNAM COUNTY, ABOUT 0.3 MILE WEST OF MILEPOST
 HX2138'475, ABOUT 180 YARDS WEST OF SIGNAL 475.2, AT BRIDGE 475.0, IN THE
 HX2138'TOP OF THE SOUTHWEST WING WALL, 9-1/2 FEET SOUTH OF THE SOUTH RAIL,
 HX2138'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 38 1935.
 HX2138'NOTE-- BELIEVE TO BE COVERED BY FILL ON THE RAILROAD.
 HX2138
 HX2138                          STATION RECOVERY (1957)
 HX2138
 HX2138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HX2138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2140 ***********************************************************************
 HX2140  DESIGNATION -  A 39
 HX2140  PID         -  HX2140
 HX2140  STATE/COUNTY-  WV/KANAWHA
 HX2140  USGS QUAD   -  JULIAN (1976)
 HX2140
 HX2140                         *CURRENT SURVEY CONTROL
 HX2140  ___________________________________________________________________
 HX2140* NAD 83(1986)-  38 14 34.     (N)    081 46 30.     (W)     SCALED    
 HX2140* NAVD 88     -       193.020  (meters)     633.27   (feet)  ADJUSTED  
 HX2140  ___________________________________________________________________
 HX2140  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HX2140  DYNAMIC HT  -         192.884 (meters)     632.82  (feet)  COMP
 HX2140  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 HX2140
 HX2140  VERT ORDER  -  SECOND    CLASS 0
 HX2140
 HX2140.The horizontal coordinates were scaled from a topographic map and have
 HX2140.an estimated accuracy of +/- 6 seconds.
 HX2140
 HX2140.The orthometric height was determined by differential leveling
 HX2140.and adjusted by the National Geodetic Survey in June 1991..
 HX2140
 HX2140.The geoid height was determined by GEOID03.
 HX2140
 HX2140.The dynamic height is computed by dividing the NAVD 88
 HX2140.geopotential number by the normal gravity value computed on the
 HX2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2140.degrees latitude (g = 980.6199 gals.).
 HX2140
 HX2140.The modeled gravity was interpolated from observed gravity values.
 HX2140
 HX2140;                    North         East    Units  Estimated Accuracy
 HX2140;SPC WV S     -   138,220.      532,160.      MT  (+/- 180 meters Scaled)
 HX2140
 HX2140                          SUPERSEDED SURVEY CONTROL
 HX2140
 HX2140  NGVD 29 (??/??/92)  193.228  (m)          633.95   (f) ADJ UNCH    2 0
 HX2140
 HX2140.Superseded values are not recommended for survey control.
 HX2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2140.See file dsdata.txt to determine how the superseded data were derived.
 HX2140
 HX2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC321330(NAD 83)
 HX2140_MARKER: DB = BENCH MARK DISK
 HX2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2140_STAMPING: A 39 1935
 HX2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2140+STABILITY: SURFACE MOTION
 HX2140
 HX2140  HISTORY     - Date     Condition        Report By
 HX2140  HISTORY     - 1935     MONUMENTED       CGS
 HX2140  HISTORY     - 1957     MARK NOT FOUND   NGS
 HX2140  HISTORY     - 1960     MARK NOT FOUND   USGS
 HX2140  HISTORY     - 20041214 MARK NOT FOUND   INDIV
 HX2140
 HX2140                          STATION DESCRIPTION
 HX2140
 HX2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HX2140'2 MI S FROM SPROUL.
 HX2140'2.0 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM SPROUL,
 HX2140'AT BROUNLAND, ABOUT 150 YARDS NORTH OF MILEPOST S 2, 24 FEET EAST
 HX2140'OF THE EAST RAIL, 18 FEET SOUTHEAST OF THE CENTERLINE OF A DIRT
 HX2140'ROAD, 8 FEET NORTH OF A POLE, AND ABOUT LEVEL WITH THE TRACK.
 HX2140'A STANDARD DISK, STAMPED A 39 1935 AND SET IN THE TOP OF A CONCRETE
 HX2140'POST.
 HX2140
 HX2140                          STATION RECOVERY (1960)
 HX2140
 HX2140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 HX2140'MARK NOT FOUND.
 HX2140
 HX2140                          STATION RECOVERY (2004)
 HX2140
 HX2140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX2140'BELIEVE DESTROYED AS AREA IS GRAVELED AND ONE FOOT BELOW TRACK
 HX2140'ELEVATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0539 ***********************************************************************
 HX0539  DESIGNATION -  A 4
 HX0539  PID         -  HX0539
 HX0539  STATE/COUNTY-  WV/POCAHONTAS
 HX0539  USGS QUAD   -  EDRAY (1995)
 HX0539
 HX0539                         *CURRENT SURVEY CONTROL
 HX0539  ___________________________________________________________________
 HX0539* NAD 83(1986)-  38 17 32.     (N)    080 00 14.     (W)     SCALED    
 HX0539* NAVD 88     -       683.92   (+/-2cm)    2243.8    (feet)  VERTCON   
 HX0539  ___________________________________________________________________
 HX0539  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX0539
 HX0539  VERT ORDER  -  ? (See Below)
 HX0539
 HX0539.The horizontal coordinates were scaled from a topographic map and have
 HX0539.an estimated accuracy of +/- 6 seconds.
 HX0539
 HX0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX0539.The vertical order pertains to the NGVD 29 superseded value.
 HX0539
 HX0539.The geoid height was determined by GEOID03.
 HX0539
 HX0539;                    North         East    Units  Estimated Accuracy
 HX0539;SPC WV S     -   143,890.      687,140.      MT  (+/- 180 meters Scaled)
 HX0539
 HX0539                          SUPERSEDED SURVEY CONTROL
 HX0539
 HX0539  NGVD 29 (??/??/92)  683.999  (m)         2244.09   (f) ADJ UNCH    ?  
 HX0539
 HX0539.Superseded values are not recommended for survey control.
 HX0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0539.See file dsdata.txt to determine how the superseded data were derived.
 HX0539
 HX0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC871387(NAD 83)
 HX0539_MARKER: DB = BENCH MARK DISK
 HX0539_SETTING: 80 = SET IN A BOULDER
 HX0539_SP_SET: BOULDER
 HX0539_STAMPING: A 4 1933
 HX0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0539+STABILITY: SURFACE MOTION
 HX0539
 HX0539  HISTORY     - Date     Condition        Report By
 HX0539  HISTORY     - 1933     MONUMENTED       CGS
 HX0539  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0539
 HX0539                          STATION DESCRIPTION
 HX0539
 HX0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX0539'5.3 MI SW FROM CLOVER LICK.
 HX0539'5.3 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX0539'THE STATION AT CLOVER LICK, POCAHONTAS COUNTY, 450 FEET NORTH
 HX0539'OF MILEPOST 66, NEAR THE WEST EDGE OF A FIELD, 300 FEET WEST
 HX0539'OF THE TRACK, AND IN THE TOP OF A LARGE BOULDER.  A STANDARD
 HX0539'DISK, STAMPED A 4 1933.
 HX0539
 HX0539                          STATION RECOVERY (1983)
 HX0539
 HX0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2175 ***********************************************************************
 HX2175  DESIGNATION -  A 40
 HX2175  PID         -  HX2175
 HX2175  STATE/COUNTY-  WV/BOONE
 HX2175  USGS QUAD   -  SYLVESTER (1976)
 HX2175
 HX2175                         *CURRENT SURVEY CONTROL
 HX2175  ___________________________________________________________________
 HX2175* NAD 83(1986)-  38 02 35.     (N)    081 34 22.     (W)     SCALED    
 HX2175* NAVD 88     -       231.227  (meters)     758.62   (feet)  ADJUSTED  
 HX2175  ___________________________________________________________________
 HX2175  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HX2175  DYNAMIC HT  -         231.060 (meters)     758.07  (feet)  COMP
 HX2175  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 HX2175
 HX2175  VERT ORDER  -  SECOND    CLASS 0
 HX2175
 HX2175.The horizontal coordinates were scaled from a topographic map and have
 HX2175.an estimated accuracy of +/- 6 seconds.
 HX2175
 HX2175.The orthometric height was determined by differential leveling
 HX2175.and adjusted by the National Geodetic Survey in June 1991..
 HX2175
 HX2175.The geoid height was determined by GEOID03.
 HX2175
 HX2175.The dynamic height is computed by dividing the NAVD 88
 HX2175.geopotential number by the normal gravity value computed on the
 HX2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2175.degrees latitude (g = 980.6199 gals.).
 HX2175
 HX2175.The modeled gravity was interpolated from observed gravity values.
 HX2175
 HX2175;                    North         East    Units  Estimated Accuracy
 HX2175;SPC WV S     -   115,920.      549,730.      MT  (+/- 180 meters Scaled)
 HX2175
 HX2175                          SUPERSEDED SURVEY CONTROL
 HX2175
 HX2175  NGVD 29 (??/??/92)  231.431  (m)          759.29   (f) ADJ UNCH    2 0
 HX2175
 HX2175.Superseded values are not recommended for survey control.
 HX2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2175.See file dsdata.txt to determine how the superseded data were derived.
 HX2175
 HX2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC497107(NAD 83)
 HX2175_MARKER: DB = BENCH MARK DISK
 HX2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2175_STAMPING: A 40 1935
 HX2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2175+STABILITY: SURFACE MOTION
 HX2175
 HX2175  HISTORY     - Date     Condition        Report By
 HX2175  HISTORY     - 1935     MONUMENTED       CGS
 HX2175  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 HX2175
 HX2175                          STATION DESCRIPTION
 HX2175
 HX2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2175'AT KEITH.
 HX2175'AT KEITH, ON THE CHESAPEAKE AND OHIO RAILWAY, 28 YARDS SOUTHWEST
 HX2175'OF THE CENTER OF A ROAD CROSSING, 11 FEET EAST OF THE EAST FACE
 HX2175'OF THE S.W. BLAUSER RESIDENCE, 48 FEET WEST OF THE WEST RAIL,
 HX2175'21 FEET NORTHEAST OF A SOUTHEAST FENCE CORNER, AND ABOUT 3 FEET
 HX2175'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED A 40 1935
 HX2175'AND SET IN THE TOP OF A CONCRETE POST.
 HX2175
 HX2175                          STATION RECOVERY (1973)
 HX2175
 HX2175'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1071 ***********************************************************************
 GX1071  DESIGNATION -  A 41
 GX1071  PID         -  GX1071
 GX1071  STATE/COUNTY-  WV/RALEIGH
 GX1071  USGS QUAD   -  ECCLES (1989)
 GX1071
 GX1071                         *CURRENT SURVEY CONTROL
 GX1071  ___________________________________________________________________
 GX1071* NAD 83(1986)-  37 47 00.     (N)    081 16 00.     (W)     SCALED    
 GX1071* NAVD 88     -       633.764  (meters)    2079.27   (feet)  ADJUSTED  
 GX1071  ___________________________________________________________________
 GX1071  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX1071  DYNAMIC HT  -         633.248 (meters)    2077.58  (feet)  COMP
 GX1071  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 GX1071
 GX1071  VERT ORDER  -  SECOND    CLASS 0
 GX1071
 GX1071.The horizontal coordinates were scaled from a topographic map and have
 GX1071.an estimated accuracy of +/- 6 seconds.
 GX1071
 GX1071.The orthometric height was determined by differential leveling
 GX1071.and adjusted by the National Geodetic Survey in June 1991..
 GX1071
 GX1071.The geoid height was determined by GEOID03.
 GX1071
 GX1071.The dynamic height is computed by dividing the NAVD 88
 GX1071.geopotential number by the normal gravity value computed on the
 GX1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1071.degrees latitude (g = 980.6199 gals.).
 GX1071
 GX1071.The modeled gravity was interpolated from observed gravity values.
 GX1071
 GX1071;                    North         East    Units  Estimated Accuracy
 GX1071;SPC WV S     -    86,980.      576,510.      MT  (+/- 180 meters Scaled)
 GX1071
 GX1071                          SUPERSEDED SURVEY CONTROL
 GX1071
 GX1071  NGVD 29 (??/??/92)  633.91   (m)         2079.8    (f) COMPUTED    2 0
 GX1071
 GX1071.Superseded values are not recommended for survey control.
 GX1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1071.See file dsdata.txt to determine how the superseded data were derived.
 GX1071
 GX1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB765818(NAD 83)
 GX1071_MARKER: DB = BENCH MARK DISK
 GX1071_SETTING: 0 = UNSPECIFIED SETTING
 GX1071_STAMPING: A 41 1935
 GX1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1071
 GX1071  HISTORY     - Date     Condition        Report By
 GX1071  HISTORY     - 1935     MONUMENTED       CGS
 GX1071  HISTORY     - 1960     MARK NOT FOUND   NGS
 GX1071
 GX1071                          STATION DESCRIPTION
 GX1071
 GX1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1071'0.5 MI N FROM ECCLES.
 GX1071'0.5 MILE NORTH ALONG STATE HIGHWAY 3 AND THE VIRGINIAN RAILWAY
 GX1071'FROM THE STATION AT ECCLES, 20 RAILS NORTH OF MILEPOST 339, 36
 GX1071'YARDS SOUTH OF A ROAD CROSSING, 30 FEET EAST OF THE CENTERLINE
 GX1071'OF THE HIGHWAY, AND 15 YARDS SOUTH OF A TIN WAITING SHED.
 GX1071'NOTE-- THE MILEPOST DESCRIBED FROM SHOULD BE 399 INSTEAD OF 339.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0636 ***********************************************************************
 GX0636  DESIGNATION -  A 42
 GX0636  PID         -  GX0636
 GX0636  STATE/COUNTY-  WV/SUMMERS
 GX0636  USGS QUAD   -  HINTON (1976)
 GX0636
 GX0636                         *CURRENT SURVEY CONTROL
 GX0636  ___________________________________________________________________
 GX0636* NAD 83(1986)-  37 39 43.     (N)    080 54 00.     (W)     SCALED    
 GX0636* NAVD 88     -       427.176  (meters)    1401.49   (feet)  ADJUSTED  
 GX0636  ___________________________________________________________________
 GX0636  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0636  DYNAMIC HT  -         426.825 (meters)    1400.34  (feet)  COMP
 GX0636  MODELED GRAV-     979,797.3   (mgal)                       NAVD 88
 GX0636
 GX0636  VERT ORDER  -  SECOND    CLASS 0
 GX0636
 GX0636.The horizontal coordinates were scaled from a topographic map and have
 GX0636.an estimated accuracy of +/- 6 seconds.
 GX0636
 GX0636.The orthometric height was determined by differential leveling
 GX0636.and adjusted by the National Geodetic Survey in June 1991..
 GX0636
 GX0636.The geoid height was determined by GEOID03.
 GX0636
 GX0636.The dynamic height is computed by dividing the NAVD 88
 GX0636.geopotential number by the normal gravity value computed on the
 GX0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0636.degrees latitude (g = 980.6199 gals.).
 GX0636
 GX0636.The modeled gravity was interpolated from observed gravity values.
 GX0636
 GX0636;                    North         East    Units  Estimated Accuracy
 GX0636;SPC WV S     -    73,470.      608,820.      MT  (+/- 180 meters Scaled)
 GX0636
 GX0636                          SUPERSEDED SURVEY CONTROL
 GX0636
 GX0636  NGVD 29 (??/??/92)  427.340  (m)         1402.03   (f) ADJ UNCH    2 0
 GX0636
 GX0636.Superseded values are not recommended for survey control.
 GX0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0636.See file dsdata.txt to determine how the superseded data were derived.
 GX0636
 GX0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB088683(NAD 83)
 GX0636_MARKER: DB = BENCH MARK DISK
 GX0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0636_SP_SET: CULVERT
 GX0636_STAMPING: A 42 1935
 GX0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0636
 GX0636  HISTORY     - Date     Condition        Report By
 GX0636  HISTORY     - 1935     MONUMENTED       CGS
 GX0636  HISTORY     - 1960     GOOD             NGS
 GX0636
 GX0636                          STATION DESCRIPTION
 GX0636
 GX0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX0636'1.1 MI W FROM HINTON.
 GX0636'ABOUT 1.1 MILES NORTH AND WEST AND SOUTH ALONG STATE HIGHWAY 3
 GX0636'ALTERNATE FROM THE POST OFFICE AT HINTON, 125 YARDS SOUTHWEST OF
 GX0636'A SHARP TURN IN STATE HIGHWAY 3 AND THE JUNCTION OF STATE HIGHWAY
 GX0636'3 ALTERNATE LEADING NORTH, 18 FEET SOUTHEAST OF THE CENTER LINE
 GX0636'OF THE HIGHWAY, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GX0636'CONCRETE HEAD WALL OF A PIPE CULVERT UNDER HIGHWAY 3, 2 1/2 FEET
 GX0636'SOUTHEAST OF A GUARD-RAIL, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1143 ***********************************************************************
 GX1143  DESIGNATION -  A 43
 GX1143  PID         -  GX1143
 GX1143  STATE/COUNTY-  WV/RALEIGH
 GX1143  USGS QUAD   -  RHODELL (1976)
 GX1143
 GX1143                         *CURRENT SURVEY CONTROL
 GX1143  ___________________________________________________________________
 GX1143* NAD 83(1986)-  37 35 51.     (N)    081 19 22.     (W)     SCALED    
 GX1143* NAVD 88     -       480.383  (meters)    1576.06   (feet)  ADJUSTED  
 GX1143  ___________________________________________________________________
 GX1143  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1143  DYNAMIC HT  -         479.987 (meters)    1574.76  (feet)  COMP
 GX1143  MODELED GRAV-     979,791.7   (mgal)                       NAVD 88
 GX1143
 GX1143  VERT ORDER  -  SECOND    CLASS 0
 GX1143
 GX1143.The horizontal coordinates were scaled from a topographic map and have
 GX1143.an estimated accuracy of +/- 6 seconds.
 GX1143
 GX1143.The orthometric height was determined by differential leveling
 GX1143.and adjusted by the National Geodetic Survey in June 1991..
 GX1143.WARNING-Repeat measurements at this control monument indicate possible
 GX1143.vertical movement.
 GX1143
 GX1143.The geoid height was determined by GEOID03.
 GX1143
 GX1143.The dynamic height is computed by dividing the NAVD 88
 GX1143.geopotential number by the normal gravity value computed on the
 GX1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1143.degrees latitude (g = 980.6199 gals.).
 GX1143
 GX1143.The modeled gravity was interpolated from observed gravity values.
 GX1143
 GX1143;                    North         East    Units  Estimated Accuracy
 GX1143;SPC WV S     -    66,370.      571,500.      MT  (+/- 180 meters Scaled)
 GX1143
 GX1143                          SUPERSEDED SURVEY CONTROL
 GX1143
 GX1143  NGVD 29 (??/??/92)  480.541  (m)         1576.57   (f) ADJ UNCH    2 0
 GX1143
 GX1143.Superseded values are not recommended for survey control.
 GX1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1143.See file dsdata.txt to determine how the superseded data were derived.
 GX1143
 GX1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB715612(NAD 83)
 GX1143_MARKER: DB = BENCH MARK DISK
 GX1143_SETTING: 66 = SET IN ROCK OUTCROP
 GX1143_SP_SET: ROCK CUT
 GX1143_STAMPING: A 43 1935
 GX1143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1143+STABILITY: POSITION/ELEVATION WELL
 GX1143
 GX1143  HISTORY     - Date     Condition        Report By
 GX1143  HISTORY     - 1935     MONUMENTED       CGS
 GX1143  HISTORY     - 1960     GOOD             NGS
 GX1143
 GX1143                          STATION DESCRIPTION
 GX1143
 GX1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1143'3 MI SW FROM HELEN.
 GX1143'ABOUT 3.0 MILES SOUTHWEST ALONG THE VIRGINIAN RAILWAY FROM
 GX1143'GENERAL STORE NO. 26 AT HELEN, AT AMIGO, ABOUT 0.4 MILE NORTHEAST
 GX1143'OF MILE POST 7, SET VERTICALLY IN THE FACE OF A ROCK CUT, 9
 GX1143'FEET NORTH OF NORTH RAIL OF NORTH TRACK, 73 1/2 FEET NORTHEAST
 GX1143'AND ACROSS TRACK FROM TELEPHONE POLE NO. 45, 95 FEET WEST-NORTHWEST
 GX1143'AND ACROSS TRACK FROM TELEPHONE POLE NO. 44, 76 1/2 FEET EAST
 GX1143'OF THE EAST ONE OF TWO SWITCH STANDS, AND ABOUT 1/2 FOOT BELOW
 GX1143'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1661 ***********************************************************************
 GX1661  DESIGNATION -  A 44
 GX1661  PID         -  GX1661
 GX1661  STATE/COUNTY-  WV/MCDOWELL
 GX1661  USGS QUAD   -  WELCH (1976)
 GX1661
 GX1661                         *CURRENT SURVEY CONTROL
 GX1661  ___________________________________________________________________
 GX1661* NAD 83(1986)-  37 25 57.     (N)    081 34 56.     (W)     SCALED    
 GX1661* NAVD 88     -       398.518  (meters)    1307.47   (feet)  ADJUSTED  
 GX1661  ___________________________________________________________________
 GX1661  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX1661  DYNAMIC HT  -         398.190 (meters)    1306.39  (feet)  COMP
 GX1661  MODELED GRAV-     979,795.4   (mgal)                       NAVD 88
 GX1661
 GX1661  VERT ORDER  -  SECOND    CLASS 0
 GX1661
 GX1661.The horizontal coordinates were scaled from a topographic map and have
 GX1661.an estimated accuracy of +/- 6 seconds.
 GX1661
 GX1661.The orthometric height was determined by differential leveling
 GX1661.and adjusted by the National Geodetic Survey in June 1991..
 GX1661
 GX1661.The geoid height was determined by GEOID03.
 GX1661
 GX1661.The dynamic height is computed by dividing the NAVD 88
 GX1661.geopotential number by the normal gravity value computed on the
 GX1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1661.degrees latitude (g = 980.6199 gals.).
 GX1661
 GX1661.The modeled gravity was interpolated from observed gravity values.
 GX1661
 GX1661;                    North         East    Units  Estimated Accuracy
 GX1661;SPC WV S     -    48,170.      548,470.      MT  (+/- 180 meters Scaled)
 GX1661
 GX1661                          SUPERSEDED SURVEY CONTROL
 GX1661
 GX1661  NGVD 29 (??/??/92)  398.684  (m)         1308.02   (f) ADJ UNCH    2 0
 GX1661
 GX1661.Superseded values are not recommended for survey control.
 GX1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1661.See file dsdata.txt to determine how the superseded data were derived.
 GX1661
 GX1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB484430(NAD 83)
 GX1661_MARKER: DB = BENCH MARK DISK
 GX1661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1661_SP_SET: STONE WALL
 GX1661_STAMPING: A 44 1935
 GX1661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1661
 GX1661  HISTORY     - Date     Condition        Report By
 GX1661  HISTORY     - 1935     MONUMENTED       CGS
 GX1661  HISTORY     - 1958     GOOD             NGS
 GX1661
 GX1661                          STATION DESCRIPTION
 GX1661
 GX1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1661'AT WELCH.
 GX1661'AT WELCH, AT THE NORFOLK AND WESTERN RAILWAY STATION, SET VERTICALLY
 GX1661'IN THE SOUTH FACE OF THE STONE WALL, 4 FEET EAST OF THE SOUTHWEST
 GX1661'CORNER, 21 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 4
 GX1661'FEET ABOVE THE STATION PLATFORM, AND ABOUT 5 FEET ABOVE THE
 GX1661'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2204 ***********************************************************************
 GX2204  DESIGNATION -  A 45
 GX2204  PID         -  GX2204
 GX2204  STATE/COUNTY-  WV/WYOMING
 GX2204  USGS QUAD   -  OCEANA (1976)
 GX2204
 GX2204                         *CURRENT SURVEY CONTROL
 GX2204  ___________________________________________________________________
 GX2204* NAD 83(1986)-  37 43 57.     (N)    081 42 03.     (W)     SCALED    
 GX2204* NAVD 88     -       341.282  (meters)    1119.69   (feet)  ADJUSTED  
 GX2204  ___________________________________________________________________
 GX2204  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX2204  DYNAMIC HT  -         341.016 (meters)    1118.82  (feet)  COMP
 GX2204  MODELED GRAV-     979,841.3   (mgal)                       NAVD 88
 GX2204
 GX2204  VERT ORDER  -  SECOND    CLASS 0
 GX2204
 GX2204.The horizontal coordinates were scaled from a topographic map and have
 GX2204.an estimated accuracy of +/- 6 seconds.
 GX2204
 GX2204.The orthometric height was determined by differential leveling
 GX2204.and adjusted by the National Geodetic Survey in June 1991..
 GX2204
 GX2204.The geoid height was determined by GEOID03.
 GX2204
 GX2204.The dynamic height is computed by dividing the NAVD 88
 GX2204.geopotential number by the normal gravity value computed on the
 GX2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2204.degrees latitude (g = 980.6199 gals.).
 GX2204
 GX2204.The modeled gravity was interpolated from observed gravity values.
 GX2204
 GX2204;                    North         East    Units  Estimated Accuracy
 GX2204;SPC WV S     -    81,530.      538,220.      MT  (+/- 180 meters Scaled)
 GX2204
 GX2204                          SUPERSEDED SURVEY CONTROL
 GX2204
 GX2204  NGVD 29 (??/??/92)  341.462  (m)         1120.28   (f) ADJ UNCH    2 0
 GX2204
 GX2204.Superseded values are not recommended for survey control.
 GX2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2204.See file dsdata.txt to determine how the superseded data were derived.
 GX2204
 GX2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB382763(NAD 83)
 GX2204_MARKER: DB = BENCH MARK DISK
 GX2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2204_STAMPING: A 45 1935
 GX2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2204+STABILITY: SURFACE MOTION
 GX2204
 GX2204  HISTORY     - Date     Condition        Report By
 GX2204  HISTORY     - 1935     MONUMENTED       CGS
 GX2204
 GX2204                          STATION DESCRIPTION
 GX2204
 GX2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2204'1.8 MI NE FROM LOCOMA.
 GX2204'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 GX2204'AT LOCOMA, WYOMING COUNTY, 85 YARDS EAST OF THE GROVER COOK
 GX2204'RESIDENCE, 27 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15-1/2
 GX2204'FEET NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 6 FEET EAST
 GX2204'OF A FENCE LINE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 GX2204'STAMPED A 45 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0014 ***********************************************************************
 GY0014  DESIGNATION -  A 46
 GY0014  PID         -  GY0014
 GY0014  STATE/COUNTY-  WV/WAYNE
 GY0014  USGS QUAD   -  WEBB (1989)
 GY0014
 GY0014                         *CURRENT SURVEY CONTROL
 GY0014  ___________________________________________________________________
 GY0014* NAD 83(1986)-  37 57 10.     (N)    082 28 34.     (W)     SCALED    
 GY0014* NAVD 88     -       184.641  (meters)     605.78   (feet)  ADJUSTED  
 GY0014  ___________________________________________________________________
 GY0014  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GY0014  DYNAMIC HT  -         184.507 (meters)     605.34  (feet)  COMP
 GY0014  MODELED GRAV-     979,899.2   (mgal)                       NAVD 88
 GY0014
 GY0014  VERT ORDER  -  SECOND    CLASS 0
 GY0014
 GY0014.The horizontal coordinates were scaled from a topographic map and have
 GY0014.an estimated accuracy of +/- 6 seconds.
 GY0014
 GY0014.The orthometric height was determined by differential leveling
 GY0014.and adjusted by the National Geodetic Survey in June 1991..
 GY0014
 GY0014.The geoid height was determined by GEOID03.
 GY0014
 GY0014.The dynamic height is computed by dividing the NAVD 88
 GY0014.geopotential number by the normal gravity value computed on the
 GY0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0014.degrees latitude (g = 980.6199 gals.).
 GY0014
 GY0014.The modeled gravity was interpolated from observed gravity values.
 GY0014
 GY0014;                    North         East    Units  Estimated Accuracy
 GY0014;SPC WV S     -   106,780.      470,280.      MT  (+/- 180 meters Scaled)
 GY0014
 GY0014                          SUPERSEDED SURVEY CONTROL
 GY0014
 GY0014  NGVD 29 (??/??/92)  184.861  (m)          606.50   (f) ADJ UNCH    2 0
 GY0014
 GY0014.Superseded values are not recommended for survey control.
 GY0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0014.See file dsdata.txt to determine how the superseded data were derived.
 GY0014
 GY0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC703016(NAD 83)
 GY0014_MARKER: DB = BENCH MARK DISK
 GY0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0014_SP_SET: BRIDGE
 GY0014_STAMPING: A 46 1935
 GY0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0014
 GY0014  HISTORY     - Date     Condition        Report By
 GY0014  HISTORY     - 1935     MONUMENTED       CGS
 GY0014  HISTORY     - 1942     GOOD             NGS
 GY0014
 GY0014                          STATION DESCRIPTION
 GY0014
 GY0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GY0014'1.6 MI S FROM WEBB.
 GY0014'1.6 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0014'STATION AT WEBB, WAYNE COUNTY, 0.3 MILE WEST OF MILEPOST NA 17,
 GY0014'AT BRIDGE 756, IN THE TOP OF THE SOUTHEAST WING WALL, 6 INCHES
 GY0014'FROM THE NORTHWEST CORNER, 7.9 FEET SOUTH OF THE SOUTH RAIL, AND
 GY0014'ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.  A STANDARD DISK,
 GY0014'STAMPED A 46 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0098 ***********************************************************************
 GY0098  DESIGNATION -  A 47
 GY0098  PID         -  GY0098
 GY0098  STATE/COUNTY-  WV/MINGO
 GY0098  USGS QUAD   -  DELBARTON (1976)
 GY0098
 GY0098                         *CURRENT SURVEY CONTROL
 GY0098  ___________________________________________________________________
 GY0098* NAD 83(1986)-  37 39 21.     (N)    082 13 49.     (W)     SCALED    
 GY0098* NAVD 88     -       207.334  (meters)     680.23   (feet)  ADJUSTED  
 GY0098  ___________________________________________________________________
 GY0098  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GY0098  DYNAMIC HT  -         207.179 (meters)     679.72  (feet)  COMP
 GY0098  MODELED GRAV-     979,879.5   (mgal)                       NAVD 88
 GY0098
 GY0098  VERT ORDER  -  SECOND    CLASS 0
 GY0098
 GY0098.The horizontal coordinates were scaled from a topographic map and have
 GY0098.an estimated accuracy of +/- 6 seconds.
 GY0098
 GY0098.The orthometric height was determined by differential leveling
 GY0098.and adjusted by the National Geodetic Survey in June 1991..
 GY0098
 GY0098.The geoid height was determined by GEOID03.
 GY0098
 GY0098.The dynamic height is computed by dividing the NAVD 88
 GY0098.geopotential number by the normal gravity value computed on the
 GY0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0098.degrees latitude (g = 980.6199 gals.).
 GY0098
 GY0098.The modeled gravity was interpolated from observed gravity values.
 GY0098
 GY0098;                    North         East    Units  Estimated Accuracy
 GY0098;SPC WV S     -    73,510.      491,450.      MT  (+/- 180 meters Scaled)
 GY0098
 GY0098                          SUPERSEDED SURVEY CONTROL
 GY0098
 GY0098  NGVD 29 (??/??/92)  207.574  (m)          681.02   (f) ADJ UNCH    2 0
 GY0098
 GY0098.Superseded values are not recommended for survey control.
 GY0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0098.See file dsdata.txt to determine how the superseded data were derived.
 GY0098
 GY0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB914683(NAD 83)
 GY0098_MARKER: DB = BENCH MARK DISK
 GY0098_SETTING: 66 = SET IN ROCK OUTCROP
 GY0098_SP_SET: BRIDGE BASE
 GY0098_STAMPING: A 47 1935
 GY0098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0098+STABILITY: POSITION/ELEVATION WELL
 GY0098
 GY0098  HISTORY     - Date     Condition        Report By
 GY0098  HISTORY     - 1935     MONUMENTED       CGS
 GY0098  HISTORY     - 1942     GOOD             NGS
 GY0098
 GY0098                          STATION DESCRIPTION
 GY0098
 GY0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GY0098'3.4 MI SE FROM WILLIAMSON.
 GY0098'3.4 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0098'THE STATION AT WILLIAMSON, MINGO COUNTY, 25 RAILS SOUTHEAST OF
 GY0098'SEMAPHORE 466.2, 2 RAILS NORTHWEST OF THE CONCRETE BASE OF
 GY0098'CATENARY BRIDGE 800, 14 FEET NORTHEAST OF THE NORTHEAST RAIL,
 GY0098'IN THE FACE OF A SANDSTONE CLIFF, 15 FEET NORTHWEST OF THE
 GY0098'SOUTHEAST END, AND ABOUT 2 FEET ABOVE THE RAIL.  A STANDARD DISK,
 GY0098'STAMPED A 47 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2407 ***********************************************************************
 GX2407  DESIGNATION -  A 48
 GX2407  PID         -  GX2407
 GX2407  STATE/COUNTY-  WV/MINGO
 GX2407  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2407
 GX2407                         *CURRENT SURVEY CONTROL
 GX2407  ___________________________________________________________________
 GX2407* NAD 83(1986)-  37 32 48.     (N)    081 58 34.     (W)     SCALED    
 GX2407* NAVD 88     -       251.616  (meters)     825.51   (feet)  ADJUSTED  
 GX2407  ___________________________________________________________________
 GX2407  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX2407  DYNAMIC HT  -         251.422 (meters)     824.87  (feet)  COMP
 GX2407  MODELED GRAV-     979,850.7   (mgal)                       NAVD 88
 GX2407
 GX2407  VERT ORDER  -  SECOND    CLASS 0
 GX2407
 GX2407.The horizontal coordinates were scaled from a topographic map and have
 GX2407.an estimated accuracy of +/- 6 seconds.
 GX2407
 GX2407.The orthometric height was determined by differential leveling
 GX2407.and adjusted by the National Geodetic Survey in June 1991..
 GX2407
 GX2407.The geoid height was determined by GEOID03.
 GX2407
 GX2407.The dynamic height is computed by dividing the NAVD 88
 GX2407.geopotential number by the normal gravity value computed on the
 GX2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2407.degrees latitude (g = 980.6199 gals.).
 GX2407
 GX2407.The modeled gravity was interpolated from observed gravity values.
 GX2407
 GX2407;                    North         East    Units  Estimated Accuracy
 GX2407;SPC WV S     -    61,130.      513,740.      MT  (+/- 180 meters Scaled)
 GX2407
 GX2407                          SUPERSEDED SURVEY CONTROL
 GX2407
 GX2407  NGVD 29 (??/??/92)  251.829  (m)          826.21   (f) ADJ UNCH    2 0
 GX2407
 GX2407.Superseded values are not recommended for survey control.
 GX2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2407.See file dsdata.txt to determine how the superseded data were derived.
 GX2407
 GX2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB137559(NAD 83)
 GX2407_MARKER: DB = BENCH MARK DISK
 GX2407_SETTING: 66 = SET IN ROCK OUTCROP
 GX2407_SP_SET: ROCK CLIFF
 GX2407_STAMPING: A 48 1935
 GX2407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2407+STABILITY: POSITION/ELEVATION WELL
 GX2407
 GX2407  HISTORY     - Date     Condition        Report By
 GX2407  HISTORY     - 1935     MONUMENTED       CGS
 GX2407  HISTORY     - 1957     GOOD             NGS
 GX2407
 GX2407                          STATION DESCRIPTION
 GX2407
 GX2407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2407'0.8 MI NW FROM WHARNCLIFFE.
 GX2407'ABOUT 0.8 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX2407'FROM THE STATION AT WHARNCLIFFE, ABOUT 0.25 MILE SOUTHEAST
 GX2407'OF A CONCRETE BRIDGE, 0.35 MILE SOUTHEAST OF MILE POST N 439,
 GX2407'0.35 MILE NORTHWEST OF SEMAPHORE NO. 438.2, SET IN THE TOP OF
 GX2407'A NARROW LEDGE ON THE EAST FACE OF A ROCK CLIFF THAT IS ABOUT
 GX2407'100 FEET LONG AND 15 FEET HIGH, 43 FEET NORTHWEST OF NORTHWEST
 GX2407'RAIL OF NORTHWEST TRACK, 35 FEET NORTH OF A TELEPHONE POLE,
 GX2407'49 FEET NORTHEAST OF SOUTHWEST END OF ROCK CLIFF AND ABOUT 2
 GX2407'FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1633 ***********************************************************************
 GX1633  DESIGNATION -  A 49
 GX1633  PID         -  GX1633
 GX1633  STATE/COUNTY-  WV/MCDOWELL
 GX1633  USGS QUAD   -  DAVY (1976)
 GX1633
 GX1633                         *CURRENT SURVEY CONTROL
 GX1633  ___________________________________________________________________
 GX1633* NAD 83(1986)-  37 28 22.     (N)    081 40 00.     (W)     SCALED    
 GX1633* NAVD 88     -       359.598  (meters)    1179.78   (feet)  ADJUSTED  
 GX1633  ___________________________________________________________________
 GX1633  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX1633  DYNAMIC HT  -         359.307 (meters)    1178.83  (feet)  COMP
 GX1633  MODELED GRAV-     979,811.7   (mgal)                       NAVD 88
 GX1633
 GX1633  VERT ORDER  -  SECOND    CLASS 0
 GX1633
 GX1633.The horizontal coordinates were scaled from a topographic map and have
 GX1633.an estimated accuracy of +/- 6 seconds.
 GX1633
 GX1633.The orthometric height was determined by differential leveling
 GX1633.and adjusted by the National Geodetic Survey in June 1991..
 GX1633
 GX1633.The geoid height was determined by GEOID03.
 GX1633
 GX1633.The dynamic height is computed by dividing the NAVD 88
 GX1633.geopotential number by the normal gravity value computed on the
 GX1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1633.degrees latitude (g = 980.6199 gals.).
 GX1633
 GX1633.The modeled gravity was interpolated from observed gravity values.
 GX1633
 GX1633;                    North         East    Units  Estimated Accuracy
 GX1633;SPC WV S     -    52,690.      541,030.      MT  (+/- 180 meters Scaled)
 GX1633
 GX1633                          SUPERSEDED SURVEY CONTROL
 GX1633
 GX1633  NGVD 29 (??/??/92)  359.772  (m)         1180.35   (f) ADJ UNCH    2 0
 GX1633
 GX1633.Superseded values are not recommended for survey control.
 GX1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1633.See file dsdata.txt to determine how the superseded data were derived.
 GX1633
 GX1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB410475(NAD 83)
 GX1633_MARKER: DB = BENCH MARK DISK
 GX1633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1633_SP_SET: RETAINING WALL
 GX1633_STAMPING: A 49 1935
 GX1633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1633
 GX1633  HISTORY     - Date     Condition        Report By
 GX1633  HISTORY     - 1935     MONUMENTED       CGS
 GX1633
 GX1633                          STATION DESCRIPTION
 GX1633
 GX1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1633'1.2 MI NW FROM DAVY.
 GX1633'1.2 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1633'THE STATION AT DAVY, MCDOWELL COUNTY, AT TWIN BRANCH FLAG STOP,
 GX1633'6 RAILS EAST OF MILEPOST N 408, AT THE WEST END OF THE EAST ONE
 GX1633'OF TWO TUNNELS, IN THE TOP OF THE CONCRETE RETAINING WALL,
 GX1633'8.3 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL
 GX1633'OF THE RAIL.  A STANDARD DISK, STAMPED A 49 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0093 ***********************************************************************
 GX0093  DESIGNATION -  A 5
 GX0093  PID         -  GX0093
 GX0093  STATE/COUNTY-  WV/GREENBRIER
 GX0093  USGS QUAD   -  LEWISBURG (1979)
 GX0093
 GX0093                         *CURRENT SURVEY CONTROL
 GX0093  ___________________________________________________________________
 GX0093* NAD 83(1986)-  37 47 32.     (N)    080 23 02.     (W)     SCALED    
 GX0093* NAVD 88     -       517.836  (meters)    1698.93   (feet)  ADJUSTED  
 GX0093  ___________________________________________________________________
 GX0093  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX0093  DYNAMIC HT  -         517.411 (meters)    1697.54  (feet)  COMP
 GX0093  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 GX0093
 GX0093  VERT ORDER  -  FIRST     CLASS II
 GX0093
 GX0093.The horizontal coordinates were scaled from a topographic map and have
 GX0093.an estimated accuracy of +/- 6 seconds.
 GX0093
 GX0093.The orthometric height was determined by differential leveling
 GX0093.and adjusted by the National Geodetic Survey in June 1991..
 GX0093
 GX0093.The geoid height was determined by GEOID03.
 GX0093
 GX0093.The dynamic height is computed by dividing the NAVD 88
 GX0093.geopotential number by the normal gravity value computed on the
 GX0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0093.degrees latitude (g = 980.6199 gals.).
 GX0093
 GX0093.The modeled gravity was interpolated from observed gravity values.
 GX0093
 GX0093;                    North         East    Units  Estimated Accuracy
 GX0093;SPC WV S     -    88,110.      654,260.      MT  (+/- 180 meters Scaled)
 GX0093
 GX0093                          SUPERSEDED SURVEY CONTROL
 GX0093
 GX0093  NGVD 29 (??/??/92)  517.992  (m)         1699.45   (f) ADJ UNCH    1 2
 GX0093
 GX0093.Superseded values are not recommended for survey control.
 GX0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0093.See file dsdata.txt to determine how the superseded data were derived.
 GX0093
 GX0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB542829(NAD 83)
 GX0093_MARKER: DB = BENCH MARK DISK
 GX0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0093_SP_SET: CULVERT
 GX0093_STAMPING: A 5 1933
 GX0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0093
 GX0093  HISTORY     - Date     Condition        Report By
 GX0093  HISTORY     - 1933     MONUMENTED       CGS
 GX0093  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0093  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0093
 GX0093                          STATION DESCRIPTION
 GX0093
 GX0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GX0093'1 MI NE FROM NORTH CALDWELL.
 GX0093'1.0 MILE NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0093'THE STATION AT NORTH CALDWELL, GREENBRIER COUNTY, 0.1 MILE
 GX0093'SOUTH OF MILEPOST 3, NEAR A SMALL DWELLING, IN THE TOP OF THE
 GX0093'NORTH END OF A CULVERT, 3 YARDS EAST OF THE TRACK, AND ABOUT
 GX0093'LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED A 5 1933.
 GX0093
 GX0093                          STATION RECOVERY (1983)
 GX0093
 GX0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0093'MARK NOT FOUND.
 GX0093
 GX0093                          STATION RECOVERY (1983)
 GX0093
 GX0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1305 ***********************************************************************
 GX1305  DESIGNATION -  A 50
 GX1305  PID         -  GX1305
 GX1305  STATE/COUNTY-  WV/MCDOWELL
 GX1305  USGS QUAD   -  BRAMWELL (1979)
 GX1305
 GX1305                         *CURRENT SURVEY CONTROL
 GX1305  ___________________________________________________________________
 GX1305* NAD 83(1986)-  37 21 28.     (N)    081 21 29.     (W)     SCALED    
 GX1305* NAVD 88     -       680.424  (meters)    2232.36   (feet)  ADJUSTED  
 GX1305  ___________________________________________________________________
 GX1305  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GX1305  DYNAMIC HT  -         679.816 (meters)    2230.36  (feet)  COMP
 GX1305  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 GX1305
 GX1305  VERT ORDER  -  SECOND    CLASS 0
 GX1305
 GX1305.The horizontal coordinates were scaled from a topographic map and have
 GX1305.an estimated accuracy of +/- 6 seconds.
 GX1305
 GX1305.The orthometric height was determined by differential leveling
 GX1305.and adjusted by the National Geodetic Survey in June 1991..
 GX1305
 GX1305.The geoid height was determined by GEOID03.
 GX1305
 GX1305.The dynamic height is computed by dividing the NAVD 88
 GX1305.geopotential number by the normal gravity value computed on the
 GX1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1305.degrees latitude (g = 980.6199 gals.).
 GX1305
 GX1305.The modeled gravity was interpolated from observed gravity values.
 GX1305
 GX1305;                    North         East    Units  Estimated Accuracy
 GX1305;SPC WV S     -    39,770.      568,280.      MT  (+/- 180 meters Scaled)
 GX1305
 GX1305                          SUPERSEDED SURVEY CONTROL
 GX1305
 GX1305  NGVD 29 (??/??/92)  680.526  (m)         2232.69   (f) ADJ UNCH    2 0
 GX1305
 GX1305.Superseded values are not recommended for survey control.
 GX1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1305.See file dsdata.txt to determine how the superseded data were derived.
 GX1305
 GX1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB682346(NAD 83)
 GX1305_MARKER: DB = BENCH MARK DISK
 GX1305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1305_SP_SET: BRIDGE
 GX1305_STAMPING: A 50 1935
 GX1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1305
 GX1305  HISTORY     - Date     Condition        Report By
 GX1305  HISTORY     - 1935     MONUMENTED       CGS
 GX1305
 GX1305                          STATION DESCRIPTION
 GX1305
 GX1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1305'0.7 MI E FROM MAYBEURY.
 GX1305'0.7 MILE EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1305'STATION AT MAYBERRY, MCDOWELL COUNTY, 0.4 MILE EAST OF MILEPOST
 GX1305'N 379, 19 YARDS SOUTH OF CATENARY BRIDGE 378-31, AT BRIDGE 78,
 GX1305'AND IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT.  A STANDARD
 GX1305'DISK, STAMPED A 50 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0510 ***********************************************************************
 HY0510  DESIGNATION -  A 51
 HY0510  PID         -  HY0510
 HY0510  STATE/COUNTY-  WV/LINCOLN
 HY0510  USGS QUAD   -  RANGER (1976)
 HY0510
 HY0510                         *CURRENT SURVEY CONTROL
 HY0510  ___________________________________________________________________
 HY0510* NAD 83(1986)-  38 07 13.     (N)    082 11 09.     (W)     SCALED    
 HY0510* NAVD 88     -       186.519  (meters)     611.94   (feet)  ADJUSTED  
 HY0510  ___________________________________________________________________
 HY0510  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 HY0510  DYNAMIC HT  -         186.385 (meters)     611.50  (feet)  COMP
 HY0510  MODELED GRAV-     979,907.8   (mgal)                       NAVD 88
 HY0510
 HY0510  VERT ORDER  -  SECOND    CLASS 0
 HY0510
 HY0510.The horizontal coordinates were scaled from a topographic map and have
 HY0510.an estimated accuracy of +/- 6 seconds.
 HY0510
 HY0510.The orthometric height was determined by differential leveling
 HY0510.and adjusted by the National Geodetic Survey in June 1991..
 HY0510
 HY0510.The geoid height was determined by GEOID03.
 HY0510
 HY0510.The dynamic height is computed by dividing the NAVD 88
 HY0510.geopotential number by the normal gravity value computed on the
 HY0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0510.degrees latitude (g = 980.6199 gals.).
 HY0510
 HY0510.The modeled gravity was interpolated from observed gravity values.
 HY0510
 HY0510;                    North         East    Units  Estimated Accuracy
 HY0510;SPC WV S     -   125,000.      496,030.      MT  (+/- 180 meters Scaled)
 HY0510
 HY0510                          SUPERSEDED SURVEY CONTROL
 HY0510
 HY0510  NGVD 29 (??/??/92)  186.732  (m)          612.64   (f) ADJ UNCH    2 0
 HY0510
 HY0510.Superseded values are not recommended for survey control.
 HY0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0510.See file dsdata.txt to determine how the superseded data were derived.
 HY0510
 HY0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC960198(NAD 83)
 HY0510_MARKER: DB = BENCH MARK DISK
 HY0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0510_SP_SET: WATER STAND PIPE CONCRETE BASE
 HY0510_STAMPING: A 51 1935
 HY0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0510
 HY0510  HISTORY     - Date     Condition        Report By
 HY0510  HISTORY     - 1935     MONUMENTED       CGS
 HY0510  HISTORY     - 1957     GOOD             NGS
 HY0510
 HY0510                          STATION DESCRIPTION
 HY0510
 HY0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0510'AT RANGER.
 HY0510'AT RANGER, ALONG THE CHESAPEAKE AND OHIO RAILWAY, ABOUT 6 RAILS
 HY0510'WEST OF THE WEST END OF THE STATION, AT A ROAD CROSSING, IN THE
 HY0510'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE TO A WATER
 HY0510'STAND PIPE, 4 FEET SOUTH OF SOUTH RAIL OF NORTH TRACK, 9 FEET
 HY0510'NORTH OF NORTH RAIL OF SOUTH TRACK, 144 FEET SOUTHWEST AND
 HY0510'ACROSS NORTH TRACK FROM THE SOUTHWEST CORNER OF POST OFFICE,
 HY0510'36 FEET WEST OF CENTER LINE OF ROAD AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2262 ***********************************************************************
 GX2262  DESIGNATION -  A 52
 GX2262  PID         -  GX2262
 GX2262  STATE/COUNTY-  WV/LOGAN
 GX2262  USGS QUAD   -  LOGAN (1989)
 GX2262
 GX2262                         *CURRENT SURVEY CONTROL
 GX2262  ___________________________________________________________________
 GX2262* NAD 83(1986)-  37 50 29.     (N)    081 57 58.     (W)     SCALED    
 GX2262* NAVD 88     -       210.766  (meters)     691.49   (feet)  ADJUSTED  
 GX2262  ___________________________________________________________________
 GX2262  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GX2262  DYNAMIC HT  -         210.612 (meters)     690.98  (feet)  COMP
 GX2262  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 GX2262
 GX2262  VERT ORDER  -  SECOND    CLASS 0
 GX2262
 GX2262.The horizontal coordinates were scaled from a topographic map and have
 GX2262.an estimated accuracy of +/- 6 seconds.
 GX2262
 GX2262.The orthometric height was determined by differential leveling
 GX2262.and adjusted by the National Geodetic Survey in June 1991..
 GX2262
 GX2262.The geoid height was determined by GEOID03.
 GX2262
 GX2262.The dynamic height is computed by dividing the NAVD 88
 GX2262.geopotential number by the normal gravity value computed on the
 GX2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2262.degrees latitude (g = 980.6199 gals.).
 GX2262
 GX2262.The modeled gravity was interpolated from observed gravity values.
 GX2262
 GX2262;                    North         East    Units  Estimated Accuracy
 GX2262;SPC WV S     -    93,830.      514,970.      MT  (+/- 180 meters Scaled)
 GX2262
 GX2262                          SUPERSEDED SURVEY CONTROL
 GX2262
 GX2262  NGVD 29 (??/??/92)  210.981  (m)          692.19   (f) ADJ UNCH    2 0
 GX2262
 GX2262.Superseded values are not recommended for survey control.
 GX2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2262.See file dsdata.txt to determine how the superseded data were derived.
 GX2262
 GX2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB149886(NAD 83)
 GX2262_MARKER: DD = SURVEY DISK
 GX2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2262_STAMPING: A 52 1935
 GX2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2262+STABILITY: SURFACE MOTION
 GX2262
 GX2262  HISTORY     - Date     Condition        Report By
 GX2262  HISTORY     - 1935     MONUMENTED       WVGS
 GX2262  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2262  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2262
 GX2262                          STATION DESCRIPTION
 GX2262
 GX2262'DESCRIBED BY WEST VIRGINIA GEODETIC SURVEY 1935
 GX2262'1.4 MI SE FROM LOGAN.
 GX2262'1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 119 FROM THE COURTHOUSE
 GX2262'AT LOGAN, LOGAN COUNTY, ON A HILL SOUTH OF THE ELK REFINGING
 GX2262'STATION, 60 YARDS NORTH OF CHESAPEAKE AND OHIO RAILWAY MILEPOST
 GX2262'B 67, 70 FEET EAST OF THE EAST RAIL, 3 FEET WEST OF A RIGHT-OF-WAY
 GX2262'FENCE, AND ABOUT 12 FEET HIGHER THAN THE TRACK.  A STATE SURVEY
 GX2262'STANDARD DISK, STAMPED A 52 1935 AND SET IN THE TOP OF A CONCRETE
 GX2262'POST.
 GX2262
 GX2262                          STATION RECOVERY (1960)
 GX2262
 GX2262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2262'MARK NOT FOUND.
 GX2262
 GX2262                          STATION RECOVERY (1960)
 GX2262
 GX2262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1397 ***********************************************************************
 GX1397  DESIGNATION -  A 53
 GX1397  PID         -  GX1397
 GX1397  STATE/COUNTY-  WV/MERCER
 GX1397  USGS QUAD   -  PRINCETON (1976)
 GX1397
 GX1397                         *CURRENT SURVEY CONTROL
 GX1397  ___________________________________________________________________
 GX1397* NAD 83(1986)-  37 19 14.     (N)    081 00 02.     (W)     SCALED    
 GX1397* NAVD 88     -       554.163  (meters)    1818.12   (feet)  ADJUSTED  
 GX1397  ___________________________________________________________________
 GX1397  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX1397  DYNAMIC HT  -         553.672 (meters)    1816.51  (feet)  COMP
 GX1397  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 GX1397
 GX1397  VERT ORDER  -  FIRST     CLASS II
 GX1397
 GX1397.The horizontal coordinates were scaled from a topographic map and have
 GX1397.an estimated accuracy of +/- 6 seconds.
 GX1397
 GX1397.The orthometric height was determined by differential leveling
 GX1397.and adjusted by the National Geodetic Survey in June 1991..
 GX1397
 GX1397.The geoid height was determined by GEOID03.
 GX1397
 GX1397.The dynamic height is computed by dividing the NAVD 88
 GX1397.geopotential number by the normal gravity value computed on the
 GX1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1397.degrees latitude (g = 980.6199 gals.).
 GX1397
 GX1397.The modeled gravity was interpolated from observed gravity values.
 GX1397
 GX1397;                    North         East    Units  Estimated Accuracy
 GX1397;SPC WV S     -    35,580.      599,950.      MT  (+/- 180 meters Scaled)
 GX1397
 GX1397                          SUPERSEDED SURVEY CONTROL
 GX1397
 GX1397  NGVD 29 (??/??/92)  554.266  (m)         1818.45   (f) ADJ UNCH    1 2
 GX1397
 GX1397.Superseded values are not recommended for survey control.
 GX1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1397.See file dsdata.txt to determine how the superseded data were derived.
 GX1397
 GX1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB999304(NAD 83)
 GX1397_MARKER: DB = BENCH MARK DISK
 GX1397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1397_SP_SET: CULVERT
 GX1397_STAMPING: A 53 1935
 GX1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1397
 GX1397  HISTORY     - Date     Condition        Report By
 GX1397  HISTORY     - 1935     MONUMENTED       CGS
 GX1397  HISTORY     - 1965     GOOD             NGS
 GX1397  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 GX1397  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1397
 GX1397                          STATION DESCRIPTION
 GX1397
 GX1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1397'2.5 MI W FROM OAKVALE.
 GX1397'ABOUT 2.5 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1397'THE STATION AT OAKVALE, ABOUT 0.5 MILE EAST OF MILEPOST N-350, SET
 GX1397'IN THE TOP NEAR THE CENTER OF THE SOUTH CONCRETE HEAD WALL OF A
 GX1397'40-INCH PIPE CULVERT UNDER THE TRACK, 14.0 FEET SOUTH OF THE SOUTH
 GX1397'RAIL OF THE EAST-BOUND TRACK AND ABOUT 2 1/2 FEET BELOW THE LEVEL
 GX1397'OF THE TRACK.  *AT THE PRESENT TIME THE DISK IS SOLID, HOWEVER THE
 GX1397'HEAD WALL IS STARTING TO CRUMBLE.
 GX1397
 GX1397                          STATION RECOVERY (1980)
 GX1397
 GX1397'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1397'MARK NOT FOUND.
 GX1397
 GX1397                          STATION RECOVERY (1984)
 GX1397
 GX1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1397'NOT RECOVERED, THE HEADWALL HAS BEEN BROKEN AWAY AND THE DISK WAS NOT
 GX1397'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0060 ***********************************************************************
 JX0060  DESIGNATION -  A 54
 JX0060  PID         -  JX0060
 JX0060  STATE/COUNTY-  WV/MARION
 JX0060  USGS QUAD   -  MANNINGTON (1976)
 JX0060
 JX0060                         *CURRENT SURVEY CONTROL
 JX0060  ___________________________________________________________________
 JX0060* NAD 83(1986)-  39 31 28.     (N)    080 20 03.     (W)     SCALED    
 JX0060* NAVD 88     -       297.031  (meters)     974.51   (feet)  ADJUSTED  
 JX0060  ___________________________________________________________________
 JX0060  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JX0060  DYNAMIC HT  -         296.855 (meters)     973.93  (feet)  COMP
 JX0060  MODELED GRAV-     980,024.6   (mgal)                       NAVD 88
 JX0060
 JX0060  VERT ORDER  -  FIRST     CLASS II
 JX0060
 JX0060.The horizontal coordinates were scaled from a topographic map and have
 JX0060.an estimated accuracy of +/- 6 seconds.
 JX0060
 JX0060.The orthometric height was determined by differential leveling
 JX0060.and adjusted by the National Geodetic Survey in June 1991..
 JX0060
 JX0060.The geoid height was determined by GEOID03.
 JX0060
 JX0060.The dynamic height is computed by dividing the NAVD 88
 JX0060.geopotential number by the normal gravity value computed on the
 JX0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0060.degrees latitude (g = 980.6199 gals.).
 JX0060
 JX0060.The modeled gravity was interpolated from observed gravity values.
 JX0060
 JX0060;                    North         East    Units  Estimated Accuracy
 JX0060;SPC WV N     -   114,060.      528,280.      MT  (+/- 180 meters Scaled)
 JX0060
 JX0060                          SUPERSEDED SURVEY CONTROL
 JX0060
 JX0060  NGVD 29 (??/??/92)  297.188  (m)          975.02   (f) ADJ UNCH    1 2
 JX0060
 JX0060.Superseded values are not recommended for survey control.
 JX0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0060.See file dsdata.txt to determine how the superseded data were derived.
 JX0060
 JX0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND572751(NAD 83)
 JX0060_MARKER: DB = BENCH MARK DISK
 JX0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0060_STAMPING: A 54 1935
 JX0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0060+STABILITY: SURFACE MOTION
 JX0060
 JX0060  HISTORY     - Date     Condition        Report By
 JX0060  HISTORY     - 1935     MONUMENTED       CGS
 JX0060  HISTORY     - 1957     GOOD             NGS
 JX0060
 JX0060                          STATION DESCRIPTION
 JX0060
 JX0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0060'AT MANNINGTON.
 JX0060'AT MANNINGTON, MARION COUNTY, 0.5 MILE SOUTHEAST OF THE BALTIMORE
 JX0060'AND OHIO RAILROAD STATION, 60 FEET SOUTH OF THE STREET CROSSING,
 JX0060'16 FEET WEST OF THE WEST RAIL, 35 FEET SOUTH OF THE WEST CORNER
 JX0060'OF HI STREET MARKET.  A STANDARD DISK, STAMPED A 54 1935 AND
 JX0060'PAINTED BM 975.0 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX0060'9 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2310 ***********************************************************************
 HX2310  DESIGNATION -  A 6
 HX2310  PID         -  HX2310
 HX2310  STATE/COUNTY-  WV/MASON
 HX2310  USGS QUAD   -  MOUNT ALTO (1994)
 HX2310
 HX2310                         *CURRENT SURVEY CONTROL
 HX2310  ___________________________________________________________________
 HX2310* NAD 83(1986)-  38 46 29.     (N)    081 59 13.     (W)     SCALED    
 HX2310* NAVD 88     -       172.256  (meters)     565.14   (feet)  ADJUSTED  
 HX2310  ___________________________________________________________________
 HX2310  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HX2310  DYNAMIC HT  -         172.144 (meters)     564.78  (feet)  COMP
 HX2310  MODELED GRAV-     979,977.4   (mgal)                       NAVD 88
 HX2310
 HX2310  VERT ORDER  -  FIRST     CLASS II
 HX2310
 HX2310.The horizontal coordinates were scaled from a topographic map and have
 HX2310.an estimated accuracy of +/- 6 seconds.
 HX2310
 HX2310.The orthometric height was determined by differential leveling
 HX2310.and adjusted by the National Geodetic Survey in June 1991..
 HX2310
 HX2310.The geoid height was determined by GEOID03.
 HX2310
 HX2310.The dynamic height is computed by dividing the NAVD 88
 HX2310.geopotential number by the normal gravity value computed on the
 HX2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2310.degrees latitude (g = 980.6199 gals.).
 HX2310
 HX2310.The modeled gravity was interpolated from observed gravity values.
 HX2310
 HX2310;                    North         East    Units  Estimated Accuracy
 HX2310;SPC WV S     -   197,440.      514,240.      MT  (+/- 180 meters Scaled)
 HX2310
 HX2310                          SUPERSEDED SURVEY CONTROL
 HX2310
 HX2310  NGVD 29 (??/??/92)  172.452  (m)          565.79   (f) ADJ UNCH    1 2
 HX2310
 HX2310.Superseded values are not recommended for survey control.
 HX2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2310.See file dsdata.txt to determine how the superseded data were derived.
 HX2310
 HX2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC142922(NAD 83)
 HX2310_MARKER: DB = BENCH MARK DISK
 HX2310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2310_SP_SET: ABUTMENT
 HX2310_STAMPING: A 6 1733
 HX2310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2310
 HX2310  HISTORY     - Date     Condition        Report By
 HX2310  HISTORY     - 1933     MONUMENTED       CGS
 HX2310  HISTORY     - 1935     GOOD             NGS
 HX2310
 HX2310                          STATION DESCRIPTION
 HX2310
 HX2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2310'0.6 MI SE FROM BEECH HILL.
 HX2310'0.6 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX2310'BEECH HILL, AT BRIDGE 785 OVER TEN MILE CREEK, IN THE TOP OF THE
 HX2310'SOUTHWEST END OF THE SOUTHEAST ABUTMENT, 2-1/2 YARDS SOUTHWEST OF
 HX2310'THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 HX2310'TRACK.  A STANDARD DISK, STAMPED A 6 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1158 ***********************************************************************
 HW1158  DESIGNATION -  A 60
 HW1158  PID         -  HW1158
 HW1158  STATE/COUNTY-  WV/HARDY
 HW1158  USGS QUAD   -  BERGTON (1994)
 HW1158
 HW1158                         *CURRENT SURVEY CONTROL
 HW1158  ___________________________________________________________________
 HW1158* NAD 83(1986)-  38 46 53.     (N)    078 53 46.     (W)     SCALED    
 HW1158* NAVD 88     -       468.580  (meters)    1537.33   (feet)  ADJUSTED  
 HW1158  ___________________________________________________________________
 HW1158  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HW1158  DYNAMIC HT  -         468.246 (meters)    1536.24  (feet)  COMP
 HW1158  MODELED GRAV-     979,902.6   (mgal)                       NAVD 88
 HW1158
 HW1158  VERT ORDER  -  SECOND    CLASS 0
 HW1158
 HW1158.The horizontal coordinates were scaled from a topographic map and have
 HW1158.an estimated accuracy of +/- 6 seconds.
 HW1158
 HW1158.The orthometric height was determined by differential leveling
 HW1158.and adjusted by the National Geodetic Survey in June 1991..
 HW1158
 HW1158.The geoid height was determined by GEOID03.
 HW1158
 HW1158.The dynamic height is computed by dividing the NAVD 88
 HW1158.geopotential number by the normal gravity value computed on the
 HW1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1158.degrees latitude (g = 980.6199 gals.).
 HW1158
 HW1158.The modeled gravity was interpolated from observed gravity values.
 HW1158
 HW1158;                    North         East    Units  Estimated Accuracy
 HW1158;SPC WV N     -    31,420.      652,480.      MT  (+/- 180 meters Scaled)
 HW1158
 HW1158                          SUPERSEDED SURVEY CONTROL
 HW1158
 HW1158  NGVD 29 (??/??/92)  468.711  (m)         1537.76   (f) ADJ UNCH    2 0
 HW1158
 HW1158.Superseded values are not recommended for survey control.
 HW1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1158.See file dsdata.txt to determine how the superseded data were derived.
 HW1158
 HW1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC827946(NAD 83)
 HW1158_MARKER: DD = SURVEY DISK
 HW1158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1158_SP_SET: POST
 HW1158_STAMPING: A 60 1935
 HW1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1158
 HW1158  HISTORY     - Date     Condition        Report By
 HW1158  HISTORY     - 1935     MONUMENTED       WVHD
 HW1158  HISTORY     - 1962     GOOD             NGS
 HW1158
 HW1158                          STATION DESCRIPTION
 HW1158
 HW1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1158'6.5 MI S FROM MATHIAS.
 HW1158'6.5 MILES SOUTH ALONG FORMER STATE HIGHWAY 58 FROM THE LOST
 HW1158'CREEK BRIDGE AT MATHIAS, HARDY COUNTY, AT THE WEST VIRGINIA-VIRGINIA
 HW1158'STATE LINE, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT
 HW1158'A CORRAL, 4 FEET WEST OF THE BOARD FENCE, AND IN THE TOP OF THE
 HW1158'RIGHT-OF-WAY POST.  A WEST-VIRGINIA STATE HIGHWAY DEPARTMENT
 HW1158'STANDARD DISK, STAMPED A 60 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1469 ***********************************************************************
 HW1469  DESIGNATION -  A 62
 HW1469  PID         -  HW1469
 HW1469  STATE/COUNTY-  WV/PENDLETON
 HW1469  USGS QUAD   -  COW KNOB (1967)
 HW1469
 HW1469                         *CURRENT SURVEY CONTROL
 HW1469  ___________________________________________________________________
 HW1469* NAD 83(1986)-  38 44 05.     (N)    079 04 52.     (W)     SCALED    
 HW1469* NAVD 88     -      1012.170  (meters)    3320.76   (feet)  ADJUSTED  
 HW1469  ___________________________________________________________________
 HW1469  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HW1469  DYNAMIC HT  -        1011.381 (meters)    3318.17  (feet)  COMP
 HW1469  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 HW1469
 HW1469  VERT ORDER  -  SECOND    CLASS 0
 HW1469
 HW1469.The horizontal coordinates were scaled from a topographic map and have
 HW1469.an estimated accuracy of +/- 6 seconds.
 HW1469
 HW1469.The orthometric height was determined by differential leveling
 HW1469.and adjusted by the National Geodetic Survey in June 1991..
 HW1469
 HW1469.The geoid height was determined by GEOID03.
 HW1469
 HW1469.The dynamic height is computed by dividing the NAVD 88
 HW1469.geopotential number by the normal gravity value computed on the
 HW1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1469.degrees latitude (g = 980.6199 gals.).
 HW1469
 HW1469.The modeled gravity was interpolated from observed gravity values.
 HW1469
 HW1469;                    North         East    Units  Estimated Accuracy
 HW1469;SPC WV S     -   194,270.      766,830.      MT  (+/- 180 meters Scaled)
 HW1469
 HW1469                          SUPERSEDED SURVEY CONTROL
 HW1469
 HW1469  NGVD 29 (??/??/92) 1012.274  (m)         3321.10   (f) ADJ UNCH    2 0
 HW1469
 HW1469.Superseded values are not recommended for survey control.
 HW1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1469.See file dsdata.txt to determine how the superseded data were derived.
 HW1469
 HW1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC667890(NAD 83)
 HW1469_MARKER: DB = BENCH MARK DISK
 HW1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1469_STAMPING: A 62 1935
 HW1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1469+STABILITY: SURFACE MOTION
 HW1469
 HW1469  HISTORY     - Date     Condition        Report By
 HW1469  HISTORY     - 1935     MONUMENTED       CGS
 HW1469  HISTORY     - 1954     GOOD             USE
 HW1469
 HW1469                          STATION DESCRIPTION
 HW1469
 HW1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1469'5.1 MI SW FROM CRIDERS.
 HW1469'IN PENDLETON COUNTY, WEST VIRGINIA, 5.1 MILES SOUTHWEST ALONG
 HW1469'VIRGINIA SECONDARY STATE HIGHWAY 826 AND A MOUNTAIN ROAD FROM
 HW1469'THE POST OFFICE AT CRIDERS, ROCKINGHAM COUNTY, VIRGINIA, 300
 HW1469'FEET WEST OF THE TOP OF SHENANDOAH MOUNTAIN, 130 FEET SOUTH
 HW1469'OF THE SOUTH EDGE OF A CLUMP OF LARGE BUSHES, AT A ROAD
 HW1469'JUNCTION, 10 FEET EAST OF THE CENTERLINE OF THE MOUNTAIN
 HW1469'ROAD, 48 FEET WEST OF THE BASE OF A LARGE TREE, AND 1 FOOT
 HW1469'WEST OF A RAIL FENCE.  A STANDARD DISK, STAMPED A 62 1935 AND
 HW1469'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 HW1469'GROUND.
 HW1469
 HW1469                          STATION RECOVERY (1954)
 HW1469
 HW1469'RECOVERY NOTE BY US ENGINEERS 1954
 HW1469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1718 ***********************************************************************
 HX1718  DESIGNATION -  A 7
 HX1718  PID         -  HX1718
 HX1718  STATE/COUNTY-  WV/ROANE
 HX1718  USGS QUAD   -  SPENCER (1986)
 HX1718
 HX1718                         *CURRENT SURVEY CONTROL
 HX1718  ___________________________________________________________________
 HX1718* NAD 83(1986)-  38 48 06.     (N)    081 21 04.     (W)     SCALED    
 HX1718* NAVD 88     -       228.447  (meters)     749.50   (feet)  ADJUSTED  
 HX1718  ___________________________________________________________________
 HX1718  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX1718  DYNAMIC HT  -         228.294 (meters)     748.99  (feet)  COMP
 HX1718  MODELED GRAV-     979,955.1   (mgal)                       NAVD 88
 HX1718
 HX1718  VERT ORDER  -  SECOND    CLASS 0
 HX1718
 HX1718.The horizontal coordinates were scaled from a topographic map and have
 HX1718.an estimated accuracy of +/- 6 seconds.
 HX1718
 HX1718.The orthometric height was determined by differential leveling
 HX1718.and adjusted by the National Geodetic Survey in June 1991..
 HX1718
 HX1718.The geoid height was determined by GEOID03.
 HX1718
 HX1718.The dynamic height is computed by dividing the NAVD 88
 HX1718.geopotential number by the normal gravity value computed on the
 HX1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1718.degrees latitude (g = 980.6199 gals.).
 HX1718
 HX1718.The modeled gravity was interpolated from observed gravity values.
 HX1718
 HX1718;                    North         East    Units  Estimated Accuracy
 HX1718;SPC WV S     -   200,030.      569,500.      MT  (+/- 180 meters Scaled)
 HX1718
 HX1718                          SUPERSEDED SURVEY CONTROL
 HX1718
 HX1718  NGVD 29 (??/??/92)  228.609  (m)          750.03   (f) ADJ UNCH    2 0
 HX1718
 HX1718.Superseded values are not recommended for survey control.
 HX1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1718.See file dsdata.txt to determine how the superseded data were derived.
 HX1718
 HX1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC695948(NAD 83)
 HX1718_MARKER: DB = BENCH MARK DISK
 HX1718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1718_SP_SET: BUILDING
 HX1718_STAMPING: A 7 1933
 HX1718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1718
 HX1718  HISTORY     - Date     Condition        Report By
 HX1718  HISTORY     - 1933     MONUMENTED       CGS
 HX1718  HISTORY     - 1956     GOOD             NGS
 HX1718
 HX1718                          STATION DESCRIPTION
 HX1718
 HX1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1718'AT SPENCER.
 HX1718'AT SPENCER, NEAR WEST CORNER OF COURT HOUSE SQUARE, AT THE
 HX1718'INTERSECTION OF MAIN AND MARKET STREETS, 10 1/2 FEET NORTHWEST
 HX1718'OF NORTHWEST CURB OF MARKET STREET, 20 1/2 FEET NORTHEAST OF
 HX1718'NORTHEAST CURB OF MAIN STREET, SET VERTICALLY IN THE SOUTHEAST
 HX1718'FACE OF 4-STORY BUILDING OF TRADERS TRUST AND BANKING COMPANY
 HX1718'BUILDING, 2.4 FEET NORTHEAST OF SOUTH CORNER OF BUILDING AND 1.4
 HX1718'FEET ABOVE LEVEL OF SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1663 ***********************************************************************
 JX1663  DESIGNATION -  A 76 RESET 1978
 JX1663  PID         -  JX1663
 JX1663  STATE/COUNTY-  WV/WOOD
 JX1663  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1663
 JX1663                         *CURRENT SURVEY CONTROL
 JX1663  ___________________________________________________________________
 JX1663* NAD 83(1986)-  39 14 13.     (N)    081 32 32.     (W)     SCALED    
 JX1663* NAVD 88     -       194.47   (+/-2cm)     638.0    (feet)  VERTCON   
 JX1663  ___________________________________________________________________
 JX1663  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JX1663
 JX1663  VERT ORDER  -  THIRD (See Below)
 JX1663
 JX1663.The horizontal coordinates were scaled from a topographic map and have
 JX1663.an estimated accuracy of +/- 6 seconds.
 JX1663
 JX1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1663.The vertical order pertains to the NGVD 29 superseded value.
 JX1663
 JX1663.The geoid height was determined by GEOID03.
 JX1663
 JX1663;                    North         East    Units  Estimated Accuracy
 JX1663;SPC WV N     -    83,820.      423,700.      MT  (+/- 180 meters Scaled)
 JX1663
 JX1663                          SUPERSEDED SURVEY CONTROL
 JX1663
 JX1663  NGVD 29 (09/25/03)  194.66   (m)          638.6    (f) RESET       3  
 JX1663
 JX1663.Superseded values are not recommended for survey control.
 JX1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1663.See file dsdata.txt to determine how the superseded data were derived.
 JX1663
 JX1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD532432(NAD 83)
 JX1663_MARKER: DB = BENCH MARK DISK
 JX1663_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1663_SP_SET: HEADWALL
 JX1663_STAMPING: A 76 RESET 1978
 JX1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1663+STABILITY: SURFACE MOTION
 JX1663
 JX1663  HISTORY     - Date     Condition        Report By
 JX1663  HISTORY     - 1978     MONUMENTED       WVHD
 JX1663
 JX1663                          STATION DESCRIPTION
 JX1663
 JX1663'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1978
 JX1663'2.7 MI SOUTH FROM PARKERSBURG.
 JX1663'2.7 MILES SOUTH ALONG OLD U.S. HIGHWAY 21 FROM THE FEDERAL COURTHOUSE
 JX1663'IN PARKERSBURG, AT THE JUNCTION WITH THE NEW U.S. HIGHWAY 21, 54 FEET
 JX1663'EAST OF THE CENTERLINE OF THE NEW HIGHWAY, 39 FEET WEST OF THE
 JX1663'CENTERLINE OF THE OLD HIGHWAY, 98.1 FEET NORTH OF THE NORTH EDGE
 JX1663'OF THE NORTH SIDE OF THE TRIANGLE, IN THE CENTER OF TOP OF A
 JX1663'CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0706 ***********************************************************************
 JW0706  DESIGNATION -  A 77
 JW0706  PID         -  JW0706
 JW0706  STATE/COUNTY-  WV/GRANT
 JW0706  USGS QUAD   -  MAYSVILLE (1995)
 JW0706
 JW0706                         *CURRENT SURVEY CONTROL
 JW0706  ___________________________________________________________________
 JW0706* NAD 83(1986)-  39 04 50.     (N)    079 07 52.     (W)     SCALED    
 JW0706* NAVD 88     -       333.380  (meters)    1093.76   (feet)  ADJUSTED  
 JW0706  ___________________________________________________________________
 JW0706  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JW0706  DYNAMIC HT  -         333.163 (meters)    1093.05  (feet)  COMP
 JW0706  MODELED GRAV-     979,967.1   (mgal)                       NAVD 88
 JW0706
 JW0706  VERT ORDER  -  SECOND    CLASS 0
 JW0706
 JW0706.The horizontal coordinates were scaled from a topographic map and have
 JW0706.an estimated accuracy of +/- 6 seconds.
 JW0706
 JW0706.The orthometric height was determined by differential leveling
 JW0706.and adjusted by the National Geodetic Survey in June 1991..
 JW0706
 JW0706.The geoid height was determined by GEOID03.
 JW0706
 JW0706.The dynamic height is computed by dividing the NAVD 88
 JW0706.geopotential number by the normal gravity value computed on the
 JW0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0706.degrees latitude (g = 980.6199 gals.).
 JW0706
 JW0706.The modeled gravity was interpolated from observed gravity values.
 JW0706
 JW0706;                    North         East    Units  Estimated Accuracy
 JW0706;SPC WV N     -    64,520.      631,920.      MT  (+/- 180 meters Scaled)
 JW0706
 JW0706                          SUPERSEDED SURVEY CONTROL
 JW0706
 JW0706  NGVD 29 (??/??/92)  333.524  (m)         1094.24   (f) ADJ UNCH    2 0
 JW0706
 JW0706.Superseded values are not recommended for survey control.
 JW0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0706.See file dsdata.txt to determine how the superseded data were derived.
 JW0706
 JW0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD616273(NAD 83)
 JW0706_MARKER: DB = BENCH MARK DISK
 JW0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0706_SP_SET: CULVERT
 JW0706_STAMPING: A 77 1941
 JW0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0706
 JW0706  HISTORY     - Date     Condition        Report By
 JW0706  HISTORY     - 1941     MONUMENTED       CGS
 JW0706  HISTORY     - 1954     GOOD             NGS
 JW0706
 JW0706                          STATION DESCRIPTION
 JW0706
 JW0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0706'7 MI NW FROM PETERSBURG.
 JW0706'ABOUT 7.0 MILES NORTHWEST ALONG STATE HIGHWAY 42 FROM THE GRANT
 JW0706'COUNTY BANK AT PETERSBURG, GRANT COUNTY, AT A CULVERT, IN THE
 JW0706'TOP OF THE SOUTH END OF THE 12-FOOT WEST CONCRETE HEAD WALL,
 JW0706'14.8 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 3.2 FEET
 JW0706'NORTH OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK,
 JW0706'STAMPED A 77 1941.
 JW0706
 JW0706                          STATION RECOVERY (1954)
 JW0706
 JW0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3094 ***********************************************************************
 JV3094  DESIGNATION -  A 78
 JV3094  PID         -  JV3094
 JV3094  STATE/COUNTY-  WV/JEFFERSON
 JV3094  USGS QUAD   -  CHARLES TOWN (1988)
 JV3094
 JV3094                         *CURRENT SURVEY CONTROL
 JV3094  ___________________________________________________________________
 JV3094* NAD 83(1986)-  39 15 30.     (N)    077 46 25.     (W)     SCALED    
 JV3094* NAVD 88     -       249.186  (meters)     817.54   (feet)  ADJUSTED  
 JV3094  ___________________________________________________________________
 JV3094  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JV3094  DYNAMIC HT  -         249.036 (meters)     817.05  (feet)  COMP
 JV3094  MODELED GRAV-     980,019.1   (mgal)                       NAVD 88
 JV3094
 JV3094  VERT ORDER  -  SECOND    CLASS 0
 JV3094
 JV3094.The horizontal coordinates were scaled from a topographic map and have
 JV3094.an estimated accuracy of +/- 6 seconds.
 JV3094
 JV3094.The orthometric height was determined by differential leveling
 JV3094.and adjusted by the National Geodetic Survey in June 1991..
 JV3094
 JV3094.The geoid height was determined by GEOID03.
 JV3094
 JV3094.The dynamic height is computed by dividing the NAVD 88
 JV3094.geopotential number by the normal gravity value computed on the
 JV3094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3094.degrees latitude (g = 980.6199 gals.).
 JV3094
 JV3094.The modeled gravity was interpolated from observed gravity values.
 JV3094
 JV3094;                    North         East    Units  Estimated Accuracy
 JV3094;SPC WV N     -    85,620.      748,990.      MT  (+/- 180 meters Scaled)
 JV3094
 JV3094                          SUPERSEDED SURVEY CONTROL
 JV3094
 JV3094  NGVD 29 (??/??/??)  249.391  (m)          818.21   (f) ADJUSTED    2 0
 JV3094
 JV3094.Superseded values are not recommended for survey control.
 JV3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3094.See file dsdata.txt to determine how the superseded data were derived.
 JV3094
 JV3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ606491(NAD 83)
 JV3094_MARKER: DB = BENCH MARK DISK
 JV3094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3094_SP_SET: CULVERT HEADWALL
 JV3094_STAMPING: A 78 1942
 JV3094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3094
 JV3094  HISTORY     - Date     Condition        Report By
 JV3094  HISTORY     - 1942     MONUMENTED       CGS
 JV3094
 JV3094                          STATION DESCRIPTION
 JV3094
 JV3094'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3094'6 MI NW FROM HILLSBORO.
 JV3094'IN JEFFERSON COUNTY, W. VA., ABOUT 6.0 MILES NORTHWEST ALONG
 JV3094'STATE HIGHWAY 9 FROM THE POST OFFICE AT HILLSBORO, LOUDOUN COUNTY,
 JV3094'VA., AT THE NORTHEAST END OF A CUT, AT AN 18-INCH PIPE CULVERT,
 JV3094'IN THE CENTER OF THE SOUTHEAST HEAD WALL, 74 FEET EAST OF THE
 JV3094'SOUTHWEST END GUARDRAIL POST, AND 26 FEET SOUTHEAST OF THE CENTER
 JV3094'LINE OF THE HIGHAY.  A STANDARD DISK, STAMPED A 78 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0114 ***********************************************************************
 JX0114  DESIGNATION -  A 79
 JX0114  PID         -  JX0114
 JX0114  STATE/COUNTY-  WV/TAYLOR
 JX0114  USGS QUAD   -  GRAFTON (1976)
 JX0114
 JX0114                         *CURRENT SURVEY CONTROL
 JX0114  ___________________________________________________________________
 JX0114* NAD 83(1986)-  39 17 47.     (N)    080 02 43.     (W)     SCALED    
 JX0114* NAVD 88     -       310.333  (meters)    1018.15   (feet)  ADJUSTED  
 JX0114  ___________________________________________________________________
 JX0114  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JX0114  DYNAMIC HT  -         310.138 (meters)    1017.51  (feet)  COMP
 JX0114  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 JX0114
 JX0114  VERT ORDER  -  FIRST     CLASS II
 JX0114
 JX0114.The horizontal coordinates were scaled from a topographic map and have
 JX0114.an estimated accuracy of +/- 6 seconds.
 JX0114
 JX0114.The orthometric height was determined by differential leveling
 JX0114.and adjusted by the National Geodetic Survey in June 1991..
 JX0114.WARNING-Repeat measurements at this control monument indicate possible
 JX0114.vertical movement.
 JX0114
 JX0114.The geoid height was determined by GEOID03.
 JX0114
 JX0114.The dynamic height is computed by dividing the NAVD 88
 JX0114.geopotential number by the normal gravity value computed on the
 JX0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0114.degrees latitude (g = 980.6199 gals.).
 JX0114
 JX0114.The modeled gravity was interpolated from observed gravity values.
 JX0114
 JX0114;                    North         East    Units  Estimated Accuracy
 JX0114;SPC WV N     -    88,560.      552,970.      MT  (+/- 180 meters Scaled)
 JX0114
 JX0114                          SUPERSEDED SURVEY CONTROL
 JX0114
 JX0114  NGVD 29 (??/??/92)  310.513  (m)         1018.74   (f) ADJ UNCH    1 2
 JX0114
 JX0114.Superseded values are not recommended for survey control.
 JX0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0114.See file dsdata.txt to determine how the superseded data were derived.
 JX0114
 JX0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND823501(NAD 83)
 JX0114_MARKER: DB = BENCH MARK DISK
 JX0114_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX0114_STAMPING: A 79 1943
 JX0114_MARK LOGO: CGS   
 JX0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0114+STABILITY: SURFACE MOTION
 JX0114
 JX0114  HISTORY     - Date     Condition        Report By
 JX0114  HISTORY     - 1943     MONUMENTED       CGS
 JX0114  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0114  HISTORY     - 1983     GOOD             NGS
 JX0114
 JX0114                          STATION DESCRIPTION
 JX0114
 JX0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0114'3.9 MI SW FROM GRAFTON.
 JX0114'3.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0114'THE STATION AT GRAFTON, TAYLOR COUNTY, AT WEBSTER, 100 FEET
 JX0114'SOUTH OF A ROAD CROSSING, AT A CONCRETE CULVERT, IN THE TOP OF
 JX0114'THE NORTH END OF THE EAST HEADWALL, 12 FEET EAST OF THE CENTERLINE
 JX0114'OF THE EAST TRACK, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD
 JX0114'DISK.
 JX0114
 JX0114                          STATION RECOVERY (1983)
 JX0114
 JX0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0114'SEARCHED FOR BUT NOT RECOVERED.
 JX0114
 JX0114                          STATION RECOVERY (1983)
 JX0114
 JX0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2069 ***********************************************************************
 HX2069  DESIGNATION -  A 8
 HX2069  PID         -  HX2069
 HX2069  STATE/COUNTY-  WV/KANAWHA
 HX2069  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2069
 HX2069                         *CURRENT SURVEY CONTROL
 HX2069  ___________________________________________________________________
 HX2069* NAD 83(1986)-  38 21 57.     (N)    081 36 27.     (W)     SCALED    
 HX2069* NAVD 88     -       182.618  (meters)     599.14   (feet)  ADJUSTED  
 HX2069  ___________________________________________________________________
 HX2069  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HX2069  DYNAMIC HT  -         182.490 (meters)     598.72  (feet)  COMP
 HX2069  MODELED GRAV-     979,920.8   (mgal)                       NAVD 88
 HX2069
 HX2069  VERT ORDER  -  SECOND    CLASS 0
 HX2069
 HX2069.The horizontal coordinates were scaled from a topographic map and have
 HX2069.an estimated accuracy of +/- 6 seconds.
 HX2069
 HX2069.The orthometric height was determined by differential leveling
 HX2069.and adjusted by the National Geodetic Survey in June 1991..
 HX2069
 HX2069.The geoid height was determined by GEOID03.
 HX2069
 HX2069.The dynamic height is computed by dividing the NAVD 88
 HX2069.geopotential number by the normal gravity value computed on the
 HX2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2069.degrees latitude (g = 980.6199 gals.).
 HX2069
 HX2069.The modeled gravity was interpolated from observed gravity values.
 HX2069
 HX2069;                    North         East    Units  Estimated Accuracy
 HX2069;SPC WV S     -   151,770.      546,910.      MT  (+/- 180 meters Scaled)
 HX2069
 HX2069                          SUPERSEDED SURVEY CONTROL
 HX2069
 HX2069  NGVD 29 (??/??/92)  182.811  (m)          599.77   (f) ADJ UNCH    2 0
 HX2069
 HX2069.Superseded values are not recommended for survey control.
 HX2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2069.See file dsdata.txt to determine how the superseded data were derived.
 HX2069
 HX2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC469465(NAD 83)
 HX2069_MARKER: DB = BENCH MARK DISK
 HX2069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2069_SP_SET: BRIDGE
 HX2069_STAMPING: A 8 1933
 HX2069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2069
 HX2069  HISTORY     - Date     Condition        Report By
 HX2069  HISTORY     - 1933     MONUMENTED       CGS
 HX2069  HISTORY     - 1956     GOOD             NGS
 HX2069
 HX2069                          STATION DESCRIPTION
 HX2069
 HX2069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2069'1.6 MI NE FROM CHARLESTON.
 HX2069'ABOUT 1.6 MILES NORTH AND NORTHEAST ALONG THE BALTIMORE AND
 HX2069'OHIO RAILROAD FROM THE FREIGHT STATION AND CROSSING OF BROAD
 HX2069'STREET AT CHARLESTON, IN THE TOP OF THE TOP STONE OF NORTH WING
 HX2069'WALL OF TWIN ARCH RAILROAD BRIDGE OVER ELK TWO MILE CREEK,
 HX2069'19 1/2 FEET NORTHWEST OF NORTHWEST RAIL AND ABOUT 3 FEET BELOW
 HX2069'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0260 ***********************************************************************
 JX0260  DESIGNATION -  A 81
 JX0260  PID         -  JX0260
 JX0260  STATE/COUNTY-  WV/DODDRIDGE
 JX0260  USGS QUAD   -  SMITHBURG (1976)
 JX0260
 JX0260                         *CURRENT SURVEY CONTROL
 JX0260  ___________________________________________________________________
 JX0260* NAD 83(1986)-  39 17 04.     (N)    080 43 23.     (W)     SCALED    
 JX0260* NAVD 88     -       243.783  (meters)     799.81   (feet)  ADJUSTED  
 JX0260  ___________________________________________________________________
 JX0260  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JX0260  DYNAMIC HT  -         243.634 (meters)     799.32  (feet)  COMP
 JX0260  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 JX0260
 JX0260  VERT ORDER  -  FIRST     CLASS II
 JX0260
 JX0260.The horizontal coordinates were scaled from a topographic map and have
 JX0260.an estimated accuracy of +/- 6 seconds.
 JX0260
 JX0260.The orthometric height was determined by differential leveling
 JX0260.and adjusted by the National Geodetic Survey in June 1991..
 JX0260
 JX0260.The geoid height was determined by GEOID03.
 JX0260
 JX0260.The dynamic height is computed by dividing the NAVD 88
 JX0260.geopotential number by the normal gravity value computed on the
 JX0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0260.degrees latitude (g = 980.6199 gals.).
 JX0260
 JX0260.The modeled gravity was interpolated from observed gravity values.
 JX0260
 JX0260;                    North         East    Units  Estimated Accuracy
 JX0260;SPC WV N     -    87,810.      494,480.      MT  (+/- 180 meters Scaled)
 JX0260
 JX0260                          SUPERSEDED SURVEY CONTROL
 JX0260
 JX0260  NGVD 29 (??/??/92)  243.939  (m)          800.32   (f) ADJ UNCH    1 2
 JX0260
 JX0260.Superseded values are not recommended for survey control.
 JX0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0260.See file dsdata.txt to determine how the superseded data were derived.
 JX0260
 JX0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND238483(NAD 83)
 JX0260_MARKER: DB = BENCH MARK DISK
 JX0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0260_SP_SET: BRIDGE
 JX0260_STAMPING: A 81 1943
 JX0260_MARK LOGO: CGS   
 JX0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0260
 JX0260  HISTORY     - Date     Condition        Report By
 JX0260  HISTORY     - 1943     MONUMENTED       CGS
 JX0260  HISTORY     - 1959     GOOD             NGS
 JX0260  HISTORY     - 1983     GOOD             NGS
 JX0260
 JX0260                          STATION DESCRIPTION
 JX0260
 JX0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0260'0.5 MI E FROM SMITHBURG.
 JX0260'0.5 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0260'STATION AT SMITHBURG, DODDRIDGE COUNTY, 75 FEET WEST OF THE FIFTH
 JX0260'POLE WEST OF POLE 325+30, AT BRIDGE 20, IN THE TOP OF THE NORTH
 JX0260'END OF THE MIDDLE CONCRETE PIER, 9 FEET NORTH OF THE CENTERLINE OF
 JX0260'THE TRACK, AND 6 FEET LOWER THAN THE TRACK.  A STANDARD DISK.
 JX0260
 JX0260                          STATION RECOVERY (1959)
 JX0260
 JX0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 JX0260'RECOVERED IN GOOD CONDITION.
 JX0260
 JX0260                          STATION RECOVERY (1983)
 JX0260
 JX0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0933 ***********************************************************************
 JX0933  DESIGNATION -  A 82
 JX0933  PID         -  JX0933
 JX0933  STATE/COUNTY-  WV/RITCHIE
 JX0933  USGS QUAD   -  ELLENBORO (1975)
 JX0933
 JX0933                         *CURRENT SURVEY CONTROL
 JX0933  ___________________________________________________________________
 JX0933* NAD 83(1986)-  39 15 44.     (N)    081 03 39.     (W)     SCALED    
 JX0933* NAVD 88     -       239.281  (meters)     785.04   (feet)  ADJUSTED  
 JX0933  ___________________________________________________________________
 JX0933  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JX0933  DYNAMIC HT  -         239.132 (meters)     784.55  (feet)  COMP
 JX0933  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 JX0933
 JX0933  VERT ORDER  -  FIRST     CLASS II
 JX0933
 JX0933.The horizontal coordinates were scaled from a topographic map and have
 JX0933.an estimated accuracy of +/- 6 seconds.
 JX0933
 JX0933.The orthometric height was determined by differential leveling
 JX0933.and adjusted by the National Geodetic Survey in June 1991..
 JX0933
 JX0933.The geoid height was determined by GEOID03.
 JX0933
 JX0933.The dynamic height is computed by dividing the NAVD 88
 JX0933.geopotential number by the normal gravity value computed on the
 JX0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0933.degrees latitude (g = 980.6199 gals.).
 JX0933
 JX0933.The modeled gravity was interpolated from observed gravity values.
 JX0933
 JX0933;                    North         East    Units  Estimated Accuracy
 JX0933;SPC WV N     -    85,790.      465,300.      MT  (+/- 180 meters Scaled)
 JX0933
 JX0933                          SUPERSEDED SURVEY CONTROL
 JX0933
 JX0933  NGVD 29 (??/??/92)  239.455  (m)          785.61   (f) ADJ UNCH    1 2
 JX0933
 JX0933.Superseded values are not recommended for survey control.
 JX0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0933.See file dsdata.txt to determine how the superseded data were derived.
 JX0933
 JX0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD947458(NAD 83)
 JX0933_MARKER: DB = BENCH MARK DISK
 JX0933_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0933_SP_SET: SIGNAL BASE
 JX0933_STAMPING: A 82 1943
 JX0933_MARK LOGO: CGS   
 JX0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0933
 JX0933  HISTORY     - Date     Condition        Report By
 JX0933  HISTORY     - 1943     MONUMENTED       CGS
 JX0933  HISTORY     - 1983     GOOD             NGS
 JX0933
 JX0933                          STATION DESCRIPTION
 JX0933
 JX0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0933'0.3 MI SW FROM ELLENBORO.
 JX0933'0.3 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0933'THE STATION AT ELLENBORO, RITCHIE COUNTY, AT A DIRT-ROAD
 JX0933'CROSSING, 45 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 23
 JX0933'FEET NORTHWST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF
 JX0933'THE SOUTH CORNER OF THE CONCRETE BASE OF A SIGNAL, AND ABOUT
 JX0933'1/2 FOOT ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED
 JX0933'A 82 1943.
 JX0933
 JX0933                          STATION RECOVERY (1983)
 JX0933
 JX0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0933'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.5 KM (0.3 MI)
 JX0933'SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATE HIGHWAY
 JX0933'16 BRIDGE OVER THE RAILROAD IN ELLENBORO TO THE MARK ON THE RIGHT, IN
 JX0933'THE BASE OF A SIGNAL, 3 RAILS NORTHEAST OF A TELEPHONE BOX, 7.0 METERS
 JX0933'(23.0 FT) NORTHWEST OF THE CENTER OF THE RAILROAD.
 JX0933'THE MARK IS 0.30 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0966 ***********************************************************************
 JX0966  DESIGNATION -  A 83
 JX0966  PID         -  JX0966
 JX0966  STATE/COUNTY-  WV/WOOD
 JX0966  USGS QUAD   -  PETROLEUM (1987)
 JX0966
 JX0966                         *CURRENT SURVEY CONTROL
 JX0966  ___________________________________________________________________
 JX0966* NAD 83(1986)-  39 11 48.     (N)    081 19 10.     (W)     SCALED    
 JX0966* NAVD 88     -       240.394  (meters)     788.69   (feet)  ADJUSTED  
 JX0966  ___________________________________________________________________
 JX0966  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JX0966  DYNAMIC HT  -         240.245 (meters)     788.20  (feet)  COMP
 JX0966  MODELED GRAV-     980,002.2   (mgal)                       NAVD 88
 JX0966
 JX0966  VERT ORDER  -  FIRST     CLASS II
 JX0966
 JX0966.The horizontal coordinates were scaled from a topographic map and have
 JX0966.an estimated accuracy of +/- 6 seconds.
 JX0966
 JX0966.The orthometric height was determined by differential leveling
 JX0966.and adjusted by the National Geodetic Survey in June 1991..
 JX0966
 JX0966.The geoid height was determined by GEOID03.
 JX0966
 JX0966.The dynamic height is computed by dividing the NAVD 88
 JX0966.geopotential number by the normal gravity value computed on the
 JX0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0966.degrees latitude (g = 980.6199 gals.).
 JX0966
 JX0966.The modeled gravity was interpolated from observed gravity values.
 JX0966
 JX0966;                    North         East    Units  Estimated Accuracy
 JX0966;SPC WV N     -    78,930.      442,840.      MT  (+/- 180 meters Scaled)
 JX0966
 JX0966                          SUPERSEDED SURVEY CONTROL
 JX0966
 JX0966  NGVD 29 (??/??/92)  240.573  (m)          789.28   (f) ADJ UNCH    1 2
 JX0966
 JX0966.Superseded values are not recommended for survey control.
 JX0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0966.See file dsdata.txt to determine how the superseded data were derived.
 JX0966
 JX0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD724386(NAD 83)
 JX0966_MARKER: DB = BENCH MARK DISK
 JX0966_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0966_SP_SET: TUNNEL
 JX0966_STAMPING: A 83 1943
 JX0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0966
 JX0966  HISTORY     - Date     Condition        Report By
 JX0966  HISTORY     - 1943     MONUMENTED       CGS
 JX0966
 JX0966                          STATION DESCRIPTION
 JX0966
 JX0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0966'3.5 MI W FROM PETROLEUM.
 JX0966'IN WOOD COUNTY, 3.5 MILES WEST ALONG THE BALTIMORE AND OHIO
 JX0966'RAILROAD FROM THE STATION AT PETROLEUM, RITCHIE COUNTY, 0.5
 JX0966'MILE WEST OF EATON, AT THE EAST ENTRANCE TO TUNNEL 21, IN THE WEST
 JX0966'END OF THE SOUTHEAST CONCRETE RETAINING WALL, 9 FEET SOUTH OF
 JX0966'THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 JX0966'THE TRACK.  A STANDARD DISK, STAMPED A 83 1943 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2624 ***********************************************************************
 HX2624  DESIGNATION -  A 84
 HX2624  PID         -  HX2624
 HX2624  STATE/COUNTY-  WV/JACKSON
 HX2624  USGS QUAD   -  RAVENSWOOD (1994)
 HX2624
 HX2624                         *CURRENT SURVEY CONTROL
 HX2624  ___________________________________________________________________
 HX2624* NAD 83(1986)-  38 56 16.     (N)    081 48 23.     (W)     SCALED    
 HX2624* NAVD 88     -       179.273  (meters)     588.16   (feet)  ADJUSTED  
 HX2624  ___________________________________________________________________
 HX2624  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 HX2624  DYNAMIC HT  -         179.158 (meters)     587.79  (feet)  COMP
 HX2624  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 HX2624
 HX2624  VERT ORDER  -  FIRST     CLASS II
 HX2624
 HX2624.The horizontal coordinates were scaled from a topographic map and have
 HX2624.an estimated accuracy of +/- 6 seconds.
 HX2624
 HX2624.The orthometric height was determined by differential leveling
 HX2624.and adjusted by the National Geodetic Survey in June 1991..
 HX2624
 HX2624.The geoid height was determined by GEOID03.
 HX2624
 HX2624.The dynamic height is computed by dividing the NAVD 88
 HX2624.geopotential number by the normal gravity value computed on the
 HX2624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2624.degrees latitude (g = 980.6199 gals.).
 HX2624
 HX2624.The modeled gravity was interpolated from observed gravity values.
 HX2624
 HX2624;                    North         East    Units  Estimated Accuracy
 HX2624;SPC WV S     -   215,390.      530,080.      MT  (+/- 180 meters Scaled)
 HX2624
 HX2624                          SUPERSEDED SURVEY CONTROL
 HX2624
 HX2624  NGVD 29 (??/??/92)  179.446  (m)          588.73   (f) ADJ UNCH    1 2
 HX2624
 HX2624.Superseded values are not recommended for survey control.
 HX2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2624.See file dsdata.txt to determine how the superseded data were derived.
 HX2624
 HX2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD301101(NAD 83)
 HX2624_MARKER: DB = BENCH MARK DISK
 HX2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2624_STAMPING: A 84 1943
 HX2624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2624+STABILITY: SURFACE MOTION
 HX2624
 HX2624  HISTORY     - Date     Condition        Report By
 HX2624  HISTORY     - 1943     MONUMENTED       CGS
 HX2624  HISTORY     - 1984     MARK NOT FOUND   NGS
 HX2624
 HX2624                          STATION DESCRIPTION
 HX2624
 HX2624'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HX2624'2 MI E FROM WILLOW GROVE.
 HX2624'2.0 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2624'WILLOW GROVE, 1.2 MILES NORTHWEST OF THE FLAG STATION AT
 HX2624'PLEASANT VIEW, 46.3 FEET SOUTHWEST ACROSS THE TRACK FROM THE
 HX2624'SECOND POLE NORTHWEST OF POLE 133+10, 24.5 FEET SOUTHWEST OF THE
 HX2624'CENTERLINE OF THE TRACK, 26.5 FEET NORTHEAST OF THE CENTERLINE
 HX2624'OF A GRAVEL ROAD, 4 FEET EAST OF A 1-1/2-FOOT LOCUST TREE, 1.8
 HX2624'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 5 FEET
 HX2624'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED A 84 1943 AND
 HX2624'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 HX2624'GROUND.
 HX2624
 HX2624                          STATION RECOVERY (1984)
 HX2624
 HX2624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2624'NOT RECOVERED, THE ROADS SHOULDER HAS BEEN BUILT UP, BELIEVED COVERED
 HX2624'OVER WITH FILL AND CRUSHED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0419 ***********************************************************************
 HY0419  DESIGNATION -  A 85
 HY0419  PID         -  HY0419
 HY0419  STATE/COUNTY-  WV/MASON
 HY0419  USGS QUAD   -  CHESHIRE (1989)
 HY0419
 HY0419                         *CURRENT SURVEY CONTROL
 HY0419  ___________________________________________________________________
 HY0419* NAD 83(1986)-  38 54 30.     (N)    082 07 03.     (W)     SCALED    
 HY0419* NAVD 88     -       180.665  (meters)     592.73   (feet)  ADJUSTED  
 HY0419  ___________________________________________________________________
 HY0419  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HY0419  DYNAMIC HT  -         180.551 (meters)     592.36  (feet)  COMP
 HY0419  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 HY0419
 HY0419  VERT ORDER  -  FIRST     CLASS II
 HY0419
 HY0419.The horizontal coordinates were scaled from a topographic map and have
 HY0419.an estimated accuracy of +/- 6 seconds.
 HY0419
 HY0419.The orthometric height was determined by differential leveling
 HY0419.and adjusted by the National Geodetic Survey in June 1991..
 HY0419
 HY0419.The geoid height was determined by GEOID03.
 HY0419
 HY0419.The dynamic height is computed by dividing the NAVD 88
 HY0419.geopotential number by the normal gravity value computed on the
 HY0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0419.degrees latitude (g = 980.6199 gals.).
 HY0419
 HY0419.The modeled gravity was interpolated from observed gravity values.
 HY0419
 HY0419;                    North         East    Units  Estimated Accuracy
 HY0419;SPC WV S     -   212,400.      503,070.      MT  (+/- 180 meters Scaled)
 HY0419
 HY0419                          SUPERSEDED SURVEY CONTROL
 HY0419
 HY0419  NGVD 29 (??/??/92)  180.856  (m)          593.36   (f) ADJ UNCH    1 2
 HY0419
 HY0419.Superseded values are not recommended for survey control.
 HY0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0419.See file dsdata.txt to determine how the superseded data were derived.
 HY0419
 HY0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD031071(NAD 83)
 HY0419_MARKER: DB = BENCH MARK DISK
 HY0419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0419_SP_SET: FLAG POLE BASE
 HY0419_STAMPING: A 85 1943
 HY0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0419
 HY0419  HISTORY     - Date     Condition        Report By
 HY0419  HISTORY     - 1943     MONUMENTED       CGS
 HY0419  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0419
 HY0419                          STATION DESCRIPTION
 HY0419
 HY0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HY0419'0.2 MI E FROM YORK.
 HY0419'0.2 MILE EAST ALONG A GRAVEL ROAD FROM THE BALTIMORE AND OHIO
 HY0419'RAILROAD STATION AT YORK, MASON COUNTY, AT CAMP CONLEY, 24.5
 HY0419'FEET NORTH OF THE NORTH CORNER OF THE CONCRETE SWIMMING POOL,
 HY0419'10.6 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE CONCRETE WALK
 HY0419'LEADING TO THE BATH HOUSE, IN THE TOP OF THE WEST CORNER OF THE
 HY0419'CONCRETE BASE OF THE FLAG POLE, AND ABOUT 0.2 FOOT ABOVE THE
 HY0419'LEVEL OF THE GROUND.  A STANDARD DISK, STAMPED A 85 1943.
 HY0419
 HY0419                          STATION RECOVERY (1984)
 HY0419
 HY0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0419'NOT RECOVERED, THE PROPERTY IS NOW SADDLERBROOK INN AND RESORT, AREA
 HY0419'HAS CHANGED, NO SIGNS OF THE FLAG POLE BASE COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0125 ***********************************************************************
 GY0125  DESIGNATION -  A 86
 GY0125  PID         -  GY0125
 GY0125  STATE/COUNTY-  WV/MINGO
 GY0125  USGS QUAD   -  MATEWAN (1992)
 GY0125
 GY0125                         *CURRENT SURVEY CONTROL
 GY0125  ___________________________________________________________________
 GY0125* NAD 83(1986)-  37 34 03.     (N)    082 08 34.     (W)     SCALED    
 GY0125* NAVD 88     -       222.488  (meters)     729.95   (feet)  ADJUSTED  
 GY0125  ___________________________________________________________________
 GY0125  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GY0125  DYNAMIC HT  -         222.320 (meters)     729.39  (feet)  COMP
 GY0125  MODELED GRAV-     979,866.6   (mgal)                       NAVD 88
 GY0125
 GY0125  VERT ORDER  -  SECOND    CLASS 0
 GY0125
 GY0125.The horizontal coordinates were scaled from a topographic map and have
 GY0125.an estimated accuracy of +/- 6 seconds.
 GY0125
 GY0125.The orthometric height was determined by differential leveling
 GY0125.and adjusted by the National Geodetic Survey in June 1991..
 GY0125
 GY0125.The geoid height was determined by GEOID03.
 GY0125
 GY0125.The dynamic height is computed by dividing the NAVD 88
 GY0125.geopotential number by the normal gravity value computed on the
 GY0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0125.degrees latitude (g = 980.6199 gals.).
 GY0125
 GY0125.The modeled gravity was interpolated from observed gravity values.
 GY0125
 GY0125;                    North         East    Units  Estimated Accuracy
 GY0125;SPC WV S     -    63,610.      499,050.      MT  (+/- 180 meters Scaled)
 GY0125
 GY0125                          SUPERSEDED SURVEY CONTROL
 GY0125
 GY0125  NGVD 29 (??/??/92)  222.705  (m)          730.66   (f) ADJ UNCH    2 0
 GY0125
 GY0125.Superseded values are not recommended for survey control.
 GY0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0125.See file dsdata.txt to determine how the superseded data were derived.
 GY0125
 GY0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB990584(NAD 83)
 GY0125_MARKER: DB = BENCH MARK DISK
 GY0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0125_SP_SET: BUILDING
 GY0125_STAMPING: A 86 1952 730.658
 GY0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0125
 GY0125  HISTORY     - Date     Condition        Report By
 GY0125  HISTORY     - 1952     MONUMENTED       CGS
 GY0125  HISTORY     - 1956     GOOD             NGS
 GY0125
 GY0125                          STATION DESCRIPTION
 GY0125
 GY0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0125'AT DELORME.
 GY0125'AT DELORME, ALONG THE NORFOLK AND WESTERN RAILROAD, SET
 GY0125'VERTICALLY IN EAST FACE OF A CONCRETE WELL HOUSE, 43.5 FEET
 GY0125'WEST AND ACROSS A DRIVEWAY FROM WEST RAIL, 83 FEET NORTH AND
 GY0125'ACROSS DRIVE FROM THE NORTHWEST CORNER OF RAILROAD STATION, 30
 GY0125'FEET WEST AND ACROSS DRIVE FROM WEST RAIL OF A SIDE TRACK, 6
 GY0125'INCHES SOUTH OF NORTHEAST CORNER OF WELL HOUSE, 3.5 FEET ABOVE
 GY0125'GROUND AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1098 ***********************************************************************
 GX1098  DESIGNATION -  A 87
 GX1098  PID         -  GX1098
 GX1098  STATE/COUNTY-  WV/RALEIGH
 GX1098  USGS QUAD   -  PRINCE (1989)
 GX1098
 GX1098                         *CURRENT SURVEY CONTROL
 GX1098  ___________________________________________________________________
 GX1098* NAD 83(1986)-  37 46 42.     (N)    081 06 59.     (W)     SCALED    
 GX1098* NAVD 88     -       745.062  (meters)    2444.42   (feet)  ADJUSTED  
 GX1098  ___________________________________________________________________
 GX1098  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1098  DYNAMIC HT  -         744.436 (meters)    2442.37  (feet)  COMP
 GX1098  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 GX1098
 GX1098  VERT ORDER  -  SECOND    CLASS 0
 GX1098
 GX1098.The horizontal coordinates were scaled from a topographic map and have
 GX1098.an estimated accuracy of +/- 6 seconds.
 GX1098
 GX1098.The orthometric height was determined by differential leveling
 GX1098.and adjusted by the National Geodetic Survey in June 1991..
 GX1098
 GX1098.The geoid height was determined by GEOID03.
 GX1098
 GX1098.The dynamic height is computed by dividing the NAVD 88
 GX1098.geopotential number by the normal gravity value computed on the
 GX1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1098.degrees latitude (g = 980.6199 gals.).
 GX1098
 GX1098.The modeled gravity was interpolated from observed gravity values.
 GX1098
 GX1098;                    North         East    Units  Estimated Accuracy
 GX1098;SPC WV S     -    86,390.      589,750.      MT  (+/- 180 meters Scaled)
 GX1098
 GX1098                          SUPERSEDED SURVEY CONTROL
 GX1098
 GX1098  NGVD 29 (??/??/92)  745.203  (m)         2444.89   (f) ADJ UNCH    2 0
 GX1098
 GX1098.Superseded values are not recommended for survey control.
 GX1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1098.See file dsdata.txt to determine how the superseded data were derived.
 GX1098
 GX1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB897812(NAD 83)
 GX1098_MARKER: DB = BENCH MARK DISK
 GX1098_SETTING: 66 = SET IN ROCK OUTCROP
 GX1098_SP_SET: ROCK
 GX1098_STAMPING: A 87 1960
 GX1098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1098+STABILITY: POSITION/ELEVATION WELL
 GX1098
 GX1098  HISTORY     - Date     Condition        Report By
 GX1098  HISTORY     - 1960     MONUMENTED       CGS
 GX1098  HISTORY     - 1965     GOOD             NGS
 GX1098  HISTORY     - 1977     GOOD             BAKER
 GX1098
 GX1098                          STATION DESCRIPTION
 GX1098
 GX1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1098'3.1 MI N FROM BEAVER.
 GX1098'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM SHADY SPRING
 GX1098'HIGH SCHOOL AT BEAVER, THENCE ABOUT 2.5 MILES NORTH-NORTHEAST
 GX1098'ALONG A BLACK TOP ROAD LEADING TO RALEIGH COUNTY MEMORIAL
 GX1098'AIRPORT, 0.2 MILE SOUTHWEST OF THE BOTTOM OF GRADES, 0.7 MILE
 GX1098'NORTH-NORTHEAST OF CLIFFTOP MISSIONARY BAPTIST CHURCH, 23 FEET
 GX1098'NORTHWEST OF THE CENTER LINE OF ROAD, ACROSS THE ROAD FROM POWER
 GX1098'LINE POLE NO. 826 B 22, SET VERTICALLY IN THE SOUTHWEST END OF
 GX1098'THE SOUTHEAST FACE OF A SMOOTH ROCK NEAR THE CENTER OF A
 GX1098'20-FOOT-HIGH ROCK CUT, 2.3 FEET ABOVE THE LEVEL OF THE GROUND,
 GX1098'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 GX1098
 GX1098                          STATION RECOVERY (1965)
 GX1098
 GX1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX1098'RECOVERED IN GOOD CONDITION.
 GX1098
 GX1098                          STATION RECOVERY (1977)
 GX1098
 GX1098'RECOVERY NOTE BY M BAKER JR INCORPORATED 1977
 GX1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0311 ***********************************************************************
 JX0311  DESIGNATION -  A 9
 JX0311  PID         -  JX0311
 JX0311  STATE/COUNTY-  WV/LEWIS
 JX0311  USGS QUAD   -  VADIS (1976)
 JX0311
 JX0311                         *CURRENT SURVEY CONTROL
 JX0311  ___________________________________________________________________
 JX0311* NAD 83(1986)-  39 02 09.     (N)    080 40 29.     (W)     SCALED    
 JX0311* NAVD 88     -       245.119  (meters)     804.19   (feet)  ADJUSTED  
 JX0311  ___________________________________________________________________
 JX0311  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JX0311  DYNAMIC HT  -         244.963 (meters)     803.68  (feet)  COMP
 JX0311  MODELED GRAV-     979,986.6   (mgal)                       NAVD 88
 JX0311
 JX0311  VERT ORDER  -  SECOND    CLASS 0
 JX0311
 JX0311.The horizontal coordinates were scaled from a topographic map and have
 JX0311.an estimated accuracy of +/- 6 seconds.
 JX0311
 JX0311.The orthometric height was determined by differential leveling
 JX0311.and adjusted by the National Geodetic Survey in June 1991..
 JX0311
 JX0311.The geoid height was determined by GEOID03.
 JX0311
 JX0311.The dynamic height is computed by dividing the NAVD 88
 JX0311.geopotential number by the normal gravity value computed on the
 JX0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0311.degrees latitude (g = 980.6199 gals.).
 JX0311
 JX0311.The modeled gravity was interpolated from observed gravity values.
 JX0311
 JX0311;                    North         East    Units  Estimated Accuracy
 JX0311;SPC WV S     -   226,020.      628,160.      MT  (+/- 180 meters Scaled)
 JX0311
 JX0311                          SUPERSEDED SURVEY CONTROL
 JX0311
 JX0311  NGVD 29 (??/??/92)  245.285  (m)          804.74   (f) ADJ UNCH    2 0
 JX0311
 JX0311.Superseded values are not recommended for survey control.
 JX0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0311.See file dsdata.txt to determine how the superseded data were derived.
 JX0311
 JX0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND281208(NAD 83)
 JX0311_MARKER: DB = BENCH MARK DISK
 JX0311_SETTING: 0 = UNSPECIFIED SETTING
 JX0311_STAMPING: A 9 1933
 JX0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0311
 JX0311  HISTORY     - Date     Condition        Report By
 JX0311  HISTORY     - 1933     MONUMENTED       CGS
 JX0311
 JX0311                          STATION DESCRIPTION
 JX0311
 JX0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0311'3.1 MI NE FROM LINN.
 JX0311'IN LEWIS COUNTY, 3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 33 FROM
 JX0311'THE POST OFFICE AT LINN, GILMER COUNTY, ON THE H. STOUT PROPERTY,
 JX0311'150 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET FROM
 JX0311'LEEDING CREEK, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 JX0311'STAMPED A 9 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1424 ***********************************************************************
 GX1424  DESIGNATION -  A 90
 GX1424  PID         -  GX1424
 GX1424  STATE/COUNTY-  WV/MERCER
 GX1424  USGS QUAD   -  BLUEFIELD (1979)
 GX1424
 GX1424                         *CURRENT SURVEY CONTROL
 GX1424  ___________________________________________________________________
 GX1424* NAD 83(1986)-  37 17 35.     (N)    081 12 31.     (W)     SCALED    
 GX1424* NAVD 88     -       866.489  (meters)    2842.81   (feet)  ADJUSTED  
 GX1424  ___________________________________________________________________
 GX1424  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX1424  DYNAMIC HT  -         865.703 (meters)    2840.23  (feet)  COMP
 GX1424  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 GX1424
 GX1424  VERT ORDER  -  FIRST     CLASS II
 GX1424
 GX1424.This mark is at Mercer County Airport (BLF)
 GX1424
 GX1424.The horizontal coordinates were scaled from a topographic map and have
 GX1424.an estimated accuracy of +/- 6 seconds.
 GX1424
 GX1424.The orthometric height was determined by differential leveling
 GX1424.and adjusted by the National Geodetic Survey in June 1991..
 GX1424
 GX1424.The geoid height was determined by GEOID03.
 GX1424
 GX1424.The dynamic height is computed by dividing the NAVD 88
 GX1424.geopotential number by the normal gravity value computed on the
 GX1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1424.degrees latitude (g = 980.6199 gals.).
 GX1424
 GX1424.The modeled gravity was interpolated from observed gravity values.
 GX1424
 GX1424;                    North         East    Units  Estimated Accuracy
 GX1424;SPC WV S     -    32,550.      581,500.      MT  (+/- 180 meters Scaled)
 GX1424
 GX1424                          SUPERSEDED SURVEY CONTROL
 GX1424
 GX1424  NGVD 29 (??/??/92)  866.577  (m)         2843.09   (f) ADJ UNCH    1 2
 GX1424
 GX1424.Superseded values are not recommended for survey control.
 GX1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1424.See file dsdata.txt to determine how the superseded data were derived.
 GX1424
 GX1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB815274(NAD 83)
 GX1424_MARKER: DB = BENCH MARK DISK
 GX1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1424_STAMPING: A 90 1955
 GX1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1424+STABILITY: SURFACE MOTION
 GX1424
 GX1424  HISTORY     - Date     Condition        Report By
 GX1424  HISTORY     - 1955     MONUMENTED       CGS
 GX1424  HISTORY     - 1965     GOOD             NGS
 GX1424  HISTORY     - 1969     GOOD             NGS
 GX1424
 GX1424                          STATION DESCRIPTION
 GX1424
 GX1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1424'AT MERCER COUNTY AIRPORT.
 GX1424'AT MERCER COUNTY AIRPORT, ABOUT 100 YARDS NORTHEAST OF THE
 GX1424'ADMINISTRATION AND AIR TERMINAL BUILDING, ALONG THE NORTHEAST
 GX1424'SIDE OF A LARGE METAL HANGAR (THE SOUTHWEST ONE OF TWO), 1.1
 GX1424'FEET EAST OF THE NORTH CORNER OF THE HANGAR, 0.4 FOOT NORTHEAST
 GX1424'OF THE NORTHEAST WALL OF THE HANGAR, ABOUT LEVEL WITH THE RUNWAY
 GX1424'AND SET IN THE TOP OF A CONCRETE POST ABOUT 0.4 FOOT UNDERGROUND.
 GX1424'ALSO ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE OVERPASS
 GX1424'OVER THE NORFOLK AND WESTERN RAILWAY AT BLUEFIELD, THENCE ABOUT
 GX1424'2.6 MILES EAST ALONG AN AIRPORT ROAD, THENCE ABOUT 0.2 MILE
 GX1424'WEST ALONG AN AIRPORT DRIVE.
 GX1424
 GX1424                          STATION RECOVERY (1969)
 GX1424
 GX1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GX1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0987 ***********************************************************************
 JX0987  DESIGNATION -  A 91
 JX0987  PID         -  JX0987
 JX0987  STATE/COUNTY-  WV/WOOD
 JX0987  USGS QUAD   -  KANAWHA (1989)
 JX0987
 JX0987                         *CURRENT SURVEY CONTROL
 JX0987  ___________________________________________________________________
 JX0987* NAD 83(1986)-  39 09 29.     (N)    081 28 23.     (W)     SCALED    
 JX0987* NAVD 88     -       257.068  (meters)     843.40   (feet)  ADJUSTED  
 JX0987  ___________________________________________________________________
 JX0987  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JX0987  DYNAMIC HT  -         256.909 (meters)     842.88  (feet)  COMP
 JX0987  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 JX0987
 JX0987  VERT ORDER  -  SECOND    CLASS 0
 JX0987
 JX0987.The horizontal coordinates were scaled from a topographic map and have
 JX0987.an estimated accuracy of +/- 6 seconds.
 JX0987
 JX0987.The orthometric height was determined by differential leveling
 JX0987.and adjusted by the National Geodetic Survey in June 1991..
 JX0987
 JX0987.The geoid height was determined by GEOID03.
 JX0987
 JX0987.The dynamic height is computed by dividing the NAVD 88
 JX0987.geopotential number by the normal gravity value computed on the
 JX0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0987.degrees latitude (g = 980.6199 gals.).
 JX0987
 JX0987.The modeled gravity was interpolated from observed gravity values.
 JX0987
 JX0987;                    North         East    Units  Estimated Accuracy
 JX0987;SPC WV N     -    74,930.      429,480.      MT  (+/- 180 meters Scaled)
 JX0987
 JX0987                          SUPERSEDED SURVEY CONTROL
 JX0987
 JX0987  NGVD 29 (??/??/92)  257.251  (m)          844.00   (f) ADJ UNCH    2 0
 JX0987
 JX0987.Superseded values are not recommended for survey control.
 JX0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0987.See file dsdata.txt to determine how the superseded data were derived.
 JX0987
 JX0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD591344(NAD 83)
 JX0987_MARKER: DB = BENCH MARK DISK
 JX0987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0987_SP_SET: CATCH BASIN
 JX0987_STAMPING: A 91 1956
 JX0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0987
 JX0987  HISTORY     - Date     Condition        Report By
 JX0987  HISTORY     - 1956     MONUMENTED       CGS
 JX0987  HISTORY     - 1963     GOOD             NGS
 JX0987
 JX0987                          STATION DESCRIPTION
 JX0987
 JX0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX0987'2.4 MI NW FROM SLATE.
 JX0987'2.35 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE BRIDGE
 JX0987'OVER SLATE CREEK AT SLATE, ABOUT 82 YARDS SOUTHEAST OF THE TOP
 JX0987'OF A GRADE AND JUNCTION OF A GRAVEL ROAD LEADING SOUTH-SOUTHWEST
 JX0987'AND UPHILL, 17 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, IN
 JX0987'THE TOP OF THE SOUTHEAST END OF THE 4-FOOT CONCRETE WALL OF A
 JX0987'CATCH BASIN FOR A 15-INCH PIPE CULVERT UNDER HIGHWAY, AND ABOUT
 JX0987'1/2 FOOT BELOW LEVEL OF HIGHWAY.
 JX0987
 JX0987                          STATION RECOVERY (1963)
 JX0987
 JX0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1222 ***********************************************************************
 JX1222  DESIGNATION -  A 92
 JX1222  PID         -  JX1222
 JX1222  STATE/COUNTY-  WV/WIRT
 JX1222  USGS QUAD   -  ROCKPORT (1975)
 JX1222
 JX1222                         *CURRENT SURVEY CONTROL
 JX1222  ___________________________________________________________________
 JX1222* NAD 83(1986)-  39 03 30.     (N)    081 33 08.     (W)     SCALED    
 JX1222* NAVD 88     -       284.661  (meters)     933.93   (feet)  ADJUSTED  
 JX1222  ___________________________________________________________________
 JX1222  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JX1222  DYNAMIC HT  -         284.482 (meters)     933.34  (feet)  COMP
 JX1222  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 JX1222
 JX1222  VERT ORDER  -  SECOND    CLASS 0
 JX1222
 JX1222.The horizontal coordinates were scaled from a topographic map and have
 JX1222.an estimated accuracy of +/- 6 seconds.
 JX1222
 JX1222.The orthometric height was determined by differential leveling
 JX1222.and adjusted by the National Geodetic Survey in June 1991..
 JX1222
 JX1222.The geoid height was determined by GEOID03.
 JX1222
 JX1222.The dynamic height is computed by dividing the NAVD 88
 JX1222.geopotential number by the normal gravity value computed on the
 JX1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1222.degrees latitude (g = 980.6199 gals.).
 JX1222
 JX1222.The modeled gravity was interpolated from observed gravity values.
 JX1222
 JX1222;                    North         East    Units  Estimated Accuracy
 JX1222;SPC WV N     -    64,010.      422,390.      MT  (+/- 180 meters Scaled)
 JX1222
 JX1222                          SUPERSEDED SURVEY CONTROL
 JX1222
 JX1222  NGVD 29 (??/??/92)  284.846  (m)          934.53   (f) ADJ UNCH    2 0
 JX1222
 JX1222.Superseded values are not recommended for survey control.
 JX1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1222.See file dsdata.txt to determine how the superseded data were derived.
 JX1222
 JX1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD522233(NAD 83)
 JX1222_MARKER: DB = BENCH MARK DISK
 JX1222_SETTING: 66 = SET IN ROCK OUTCROP
 JX1222_SP_SET: ROCK CUT
 JX1222_STAMPING: A 92 1956
 JX1222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1222+STABILITY: POSITION/ELEVATION WELL
 JX1222
 JX1222  HISTORY     - Date     Condition        Report By
 JX1222  HISTORY     - 1956     MONUMENTED       CGS
 JX1222
 JX1222                          STATION DESCRIPTION
 JX1222
 JX1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1222'1.4 MI S FROM ROCKPORT.
 JX1222'1.45 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1222'ROCKPORT, ABOUT 0.35 MILE NORTH OF A CHURCH AND JUNCTION OF
 JX1222'BOGAL RIDGE ROAD LEADING NORTHEAST, ABOUT 0.55 MILE NORTH OF
 JX1222'TOP OF GRADE AT LIMESTONE HILL, ABOUT 0.1 MILE NORTHWEST OF
 JX1222'A DEEP SOLID ROCK CUT, 20 FEET EAST-NORTHEAST OF CENTER LINE
 JX1222'OF HIGHWAY, 114 FEET SOUTHEAST OF SOUTHEAST END OF NORTHEAST
 JX1222'CONCRETE HEAD WALL OF A 15-INCH PIPE CULVERT UNDER HIGHWAY,
 JX1222'SET VERTICALLY ABOUT 4 FEET ABOVE BOTTOM OF DITCH IN THE
 JX1222'SOUTHWEST FACE OF AN 8-FOOT ROCK CUT, ABOUT 4 YARDS SOUTHEAST
 JX1222'OF CENTER OF ROCKY PART OF CUT AND ABOUT 2 FEET ABOVE LEVEL
 JX1222'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2477 ***********************************************************************
 HX2477  DESIGNATION -  A 93
 HX2477  PID         -  HX2477
 HX2477  STATE/COUNTY-  WV/JACKSON
 HX2477  USGS QUAD   -  LIVERPOOL (1975)
 HX2477
 HX2477                         *CURRENT SURVEY CONTROL
 HX2477  ___________________________________________________________________
 HX2477* NAD 83(1986)-  38 53 09.     (N)    081 32 06.     (W)     SCALED    
 HX2477* NAVD 88     -       216.056  (meters)     708.84   (feet)  ADJUSTED  
 HX2477  ___________________________________________________________________
 HX2477  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HX2477  DYNAMIC HT  -         215.916 (meters)     708.38  (feet)  COMP
 HX2477  MODELED GRAV-     979,973.9   (mgal)                       NAVD 88
 HX2477
 HX2477  VERT ORDER  -  SECOND    CLASS 0
 HX2477
 HX2477.The horizontal coordinates were scaled from a topographic map and have
 HX2477.an estimated accuracy of +/- 6 seconds.
 HX2477
 HX2477.The orthometric height was determined by differential leveling
 HX2477.and adjusted by the National Geodetic Survey in June 1991..
 HX2477
 HX2477.The geoid height was determined by GEOID03.
 HX2477
 HX2477.The dynamic height is computed by dividing the NAVD 88
 HX2477.geopotential number by the normal gravity value computed on the
 HX2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2477.degrees latitude (g = 980.6199 gals.).
 HX2477
 HX2477.The modeled gravity was interpolated from observed gravity values.
 HX2477
 HX2477;                    North         East    Units  Estimated Accuracy
 HX2477;SPC WV S     -   209,450.      553,580.      MT  (+/- 180 meters Scaled)
 HX2477
 HX2477                          SUPERSEDED SURVEY CONTROL
 HX2477
 HX2477  NGVD 29 (??/??/92)  216.220  (m)          709.38   (f) ADJ UNCH    2 0
 HX2477
 HX2477.Superseded values are not recommended for survey control.
 HX2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2477.See file dsdata.txt to determine how the superseded data were derived.
 HX2477
 HX2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD535042(NAD 83)
 HX2477_MARKER: DB = BENCH MARK DISK
 HX2477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2477_SP_SET: BRIDGE FLOOR
 HX2477_STAMPING: A 93 1956
 HX2477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2477
 HX2477  HISTORY     - Date     Condition        Report By
 HX2477  HISTORY     - 1956     MONUMENTED       CGS
 HX2477
 HX2477                          STATION DESCRIPTION
 HX2477
 HX2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2477'0.8 MI S FROM LIVERPOOL.
 HX2477'ABOUT 0.4 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE CROSSING OF
 HX2477'THE BALTIMORE AND OHIO RAILROAD AT LIVERPOOL, THENCE ABOUT 0.45
 HX2477'MILE SOUTHWEST ALONG A GRAVEL ROAD FOLLOWING HARTLEY RUN, IN
 HX2477'THE TOP OF THE NORTHWEST CORNER OF CONCRETE BRIDGE FLOOR OF A
 HX2477'15-FOOT CONCRETE BRIDGE OVER HARLEY RUN, 8 FEET NORTH OF CENTER
 HX2477'LINE OF BRIDGE FLOOR, 3 INCHES SOUTH OF SOUTHWEST CORNER OF NORTH
 HX2477'CONCRETE RAIL FOOTING AND LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1757 ***********************************************************************
 HX1757  DESIGNATION -  A 94
 HX1757  PID         -  HX1757
 HX1757  STATE/COUNTY-  WV/ROANE
 HX1757  USGS QUAD   -  WALTON (1976)
 HX1757
 HX1757                         *CURRENT SURVEY CONTROL
 HX1757  ___________________________________________________________________
 HX1757* NAD 83(1986)-  38 43 08.     (N)    081 28 35.     (W)     SCALED    
 HX1757* NAVD 88     -       235.963  (meters)     774.16   (feet)  ADJUSTED  
 HX1757  ___________________________________________________________________
 HX1757  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HX1757  DYNAMIC HT  -         235.806 (meters)     773.64  (feet)  COMP
 HX1757  MODELED GRAV-     979,954.6   (mgal)                       NAVD 88
 HX1757
 HX1757  VERT ORDER  -  SECOND    CLASS 0
 HX1757
 HX1757.The horizontal coordinates were scaled from a topographic map and have
 HX1757.an estimated accuracy of +/- 6 seconds.
 HX1757
 HX1757.The orthometric height was determined by differential leveling
 HX1757.and adjusted by the National Geodetic Survey in June 1991..
 HX1757
 HX1757.The geoid height was determined by GEOID03.
 HX1757
 HX1757.The dynamic height is computed by dividing the NAVD 88
 HX1757.geopotential number by the normal gravity value computed on the
 HX1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1757.degrees latitude (g = 980.6199 gals.).
 HX1757
 HX1757.The modeled gravity was interpolated from observed gravity values.
 HX1757
 HX1757;                    North         East    Units  Estimated Accuracy
 HX1757;SPC WV S     -   190,890.      558,570.      MT  (+/- 180 meters Scaled)
 HX1757
 HX1757                          SUPERSEDED SURVEY CONTROL
 HX1757
 HX1757  NGVD 29 (??/??/92)  236.134  (m)          774.72   (f) ADJ UNCH    2 0
 HX1757
 HX1757.Superseded values are not recommended for survey control.
 HX1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1757.See file dsdata.txt to determine how the superseded data were derived.
 HX1757
 HX1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC585856(NAD 83)
 HX1757_MARKER: DB = BENCH MARK DISK
 HX1757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1757_SP_SET: BRIDGE
 HX1757_STAMPING: A 94 1956
 HX1757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1757
 HX1757  HISTORY     - Date     Condition        Report By
 HX1757  HISTORY     - 1956     MONUMENTED       CGS
 HX1757
 HX1757                          STATION DESCRIPTION
 HX1757
 HX1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1757'2.8 MI N FROM HARMONY.
 HX1757'ABOUT 2.85 MILES NORTH ALONG A ROAD FOLLOWING COX FORK FROM
 HX1757'CONCRETE BRIDGE OVER COX FORK AT HARMONY, 11 FEET EAST OF CENTER
 HX1757'LINE OF ROAD, 18 FEET SOUTHEAST OF CENTER LINE OF A PRIVATE FIELD
 HX1757'ROAD LEADING NORTHEAST AND UPHILL ALONG CREEK BED, IN THE TOP
 HX1757'OF THE NORTH END OF EAST CONCRETE HEAD WALL OF AN 8-FOOT CONCRETE
 HX1757'AND STONE BRIDGE OVER A CREEK BRANCH AND ABOUT 1/4 FOOT ABOVE
 HX1757'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1788 ***********************************************************************
 HX1788  DESIGNATION -  A 95
 HX1788  PID         -  HX1788
 HX1788  STATE/COUNTY-  WV/ROANE
 HX1788  USGS QUAD   -  KETTLE (1975)
 HX1788
 HX1788                         *CURRENT SURVEY CONTROL
 HX1788  ___________________________________________________________________
 HX1788* NAD 83(1986)-  38 34 38.     (N)    081 29 00.     (W)     SCALED    
 HX1788* NAVD 88     -       213.418  (meters)     700.19   (feet)  ADJUSTED  
 HX1788  ___________________________________________________________________
 HX1788  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HX1788  DYNAMIC HT  -         213.271 (meters)     699.71  (feet)  COMP
 HX1788  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 HX1788
 HX1788  VERT ORDER  -  SECOND    CLASS 0
 HX1788
 HX1788.The horizontal coordinates were scaled from a topographic map and have
 HX1788.an estimated accuracy of +/- 6 seconds.
 HX1788
 HX1788.The orthometric height was determined by differential leveling
 HX1788.and adjusted by the National Geodetic Survey in June 1991..
 HX1788
 HX1788.The geoid height was determined by GEOID03.
 HX1788
 HX1788.The dynamic height is computed by dividing the NAVD 88
 HX1788.geopotential number by the normal gravity value computed on the
 HX1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1788.degrees latitude (g = 980.6199 gals.).
 HX1788
 HX1788.The modeled gravity was interpolated from observed gravity values.
 HX1788
 HX1788;                    North         East    Units  Estimated Accuracy
 HX1788;SPC WV S     -   175,170.      557,890.      MT  (+/- 180 meters Scaled)
 HX1788
 HX1788                          SUPERSEDED SURVEY CONTROL
 HX1788
 HX1788  NGVD 29 (??/??/92)  213.592  (m)          700.76   (f) ADJ UNCH    2 0
 HX1788
 HX1788.Superseded values are not recommended for survey control.
 HX1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1788.See file dsdata.txt to determine how the superseded data were derived.
 HX1788
 HX1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC578699(NAD 83)
 HX1788_MARKER: DB = BENCH MARK DISK
 HX1788_SETTING: 80 = SET IN A BOULDER
 HX1788_SP_SET: BOULDER
 HX1788_STAMPING: A 95 1956
 HX1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1788+STABILITY: SURFACE MOTION
 HX1788
 HX1788  HISTORY     - Date     Condition        Report By
 HX1788  HISTORY     - 1956     MONUMENTED       CGS
 HX1788
 HX1788                          STATION DESCRIPTION
 HX1788
 HX1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1788'0.5 MI NE FROM KETTLE.
 HX1788'ABOUT 0.5 MILE NORTHEAST ALONG A CREEK BED ROAD FROM THE POST
 HX1788'OFFICE AND STORE AT KETTLE, ABOUT 0.3 MILE NORTHEAST ALONG LEFT
 HX1788'FORK FROM CONFLUENCE OF GREEN CREEK AND LEFT FORK, AT A POINT
 HX1788'WHERE ROAD PASSES BETWEEN TWO HUGE BOULDERS, 12 FEET NORTHWEST
 HX1788'OF CENTER LINE OF ROAD, SET VERTICALLY IN THE TRIANGULAR SHAPED
 HX1788'18-FOOT HIGH, 20-FOOT WIDE SOUTH FACE OF BOULDER, 6 FEET WEST OF
 HX1788'EAST EDGE OF BOULDER, ABOUT 4 FEET ABOVE LEVEL OF ROAD AND 2 FEET
 HX1788'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1795 ***********************************************************************
 HX1795  DESIGNATION -  A 96
 HX1795  PID         -  HX1795
 HX1795  STATE/COUNTY-  WV/KANAWHA
 HX1795  USGS QUAD   -  KETTLE (1975)
 HX1795
 HX1795                         *CURRENT SURVEY CONTROL
 HX1795  ___________________________________________________________________
 HX1795* NAD 83(1986)-  38 31 04.     (N)    081 27 05.     (W)     SCALED    
 HX1795* NAVD 88     -       208.164  (meters)     682.95   (feet)  ADJUSTED  
 HX1795  ___________________________________________________________________
 HX1795  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HX1795  DYNAMIC HT  -         208.021 (meters)     682.48  (feet)  COMP
 HX1795  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 HX1795
 HX1795  VERT ORDER  -  SECOND    CLASS 0
 HX1795
 HX1795.The horizontal coordinates were scaled from a topographic map and have
 HX1795.an estimated accuracy of +/- 6 seconds.
 HX1795
 HX1795.The orthometric height was determined by differential leveling
 HX1795.and adjusted by the National Geodetic Survey in June 1991..
 HX1795
 HX1795.The geoid height was determined by GEOID03.
 HX1795
 HX1795.The dynamic height is computed by dividing the NAVD 88
 HX1795.geopotential number by the normal gravity value computed on the
 HX1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1795.degrees latitude (g = 980.6199 gals.).
 HX1795
 HX1795.The modeled gravity was interpolated from observed gravity values.
 HX1795
 HX1795;                    North         East    Units  Estimated Accuracy
 HX1795;SPC WV S     -   168,550.      560,640.      MT  (+/- 180 meters Scaled)
 HX1795
 HX1795                          SUPERSEDED SURVEY CONTROL
 HX1795
 HX1795  NGVD 29 (??/??/92)  208.341  (m)          683.53   (f) ADJ UNCH    2 0
 HX1795
 HX1795.Superseded values are not recommended for survey control.
 HX1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1795.See file dsdata.txt to determine how the superseded data were derived.
 HX1795
 HX1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC606633(NAD 83)
 HX1795_MARKER: DB = BENCH MARK DISK
 HX1795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1795_SP_SET: ABUTMENT
 HX1795_STAMPING: A 96 1956
 HX1795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1795
 HX1795  HISTORY     - Date     Condition        Report By
 HX1795  HISTORY     - 1956     MONUMENTED       CGS
 HX1795
 HX1795                          STATION DESCRIPTION
 HX1795
 HX1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1795'1.8 MI NE FROM FRAME.
 HX1795'1.85 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX1795'AND STORE AT FRAME, AT THE JUNCTION OF A ROAD LEADING EAST ALONG
 HX1795'BIG FORK, 72 FEET EAST OF CENTER LINE OF BLACK TOP ROAD, 8 1/2
 HX1795'FEET SOUTH OF CENTER LINE OF ROAD EAST, IN THE TOP OF THE SOUTH
 HX1795'END OF BACK WALL OF THE WEST CONCRETE ABUTMENT OF WOODEN PILINGS
 HX1795'OF A 75-FOOT STEEL PLATE BRIDGE OVER LITTLE SANDY CREEK AND ABOUT
 HX1795'LEVEL WITH BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2567 ***********************************************************************
 HX2567  DESIGNATION -  A 97
 HX2567  PID         -  HX2567
 HX2567  STATE/COUNTY-  WV/KANAWHA
 HX2567  USGS QUAD   -  SISSONVILLE (1958)
 HX2567
 HX2567                         *CURRENT SURVEY CONTROL
 HX2567  ___________________________________________________________________
 HX2567* NAD 83(1986)-  38 32 39.     (N)    081 37 46.     (W)     SCALED    
 HX2567* NAVD 88     -       192.384  (meters)     631.18   (feet)  ADJUSTED  
 HX2567  ___________________________________________________________________
 HX2567  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HX2567  DYNAMIC HT  -         192.252 (meters)     630.75  (feet)  COMP
 HX2567  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 HX2567
 HX2567  VERT ORDER  -  SECOND    CLASS 0
 HX2567
 HX2567.The horizontal coordinates were scaled from a topographic map and have
 HX2567.an estimated accuracy of +/- 6 seconds.
 HX2567
 HX2567.The orthometric height was determined by differential leveling
 HX2567.and adjusted by the National Geodetic Survey in June 1991..
 HX2567
 HX2567.The geoid height was determined by GEOID03.
 HX2567
 HX2567.The dynamic height is computed by dividing the NAVD 88
 HX2567.geopotential number by the normal gravity value computed on the
 HX2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2567.degrees latitude (g = 980.6199 gals.).
 HX2567
 HX2567.The modeled gravity was interpolated from observed gravity values.
 HX2567
 HX2567;                    North         East    Units  Estimated Accuracy
 HX2567;SPC WV S     -   171,570.      545,130.      MT  (+/- 180 meters Scaled)
 HX2567
 HX2567                          SUPERSEDED SURVEY CONTROL
 HX2567
 HX2567  NGVD 29 (??/??/92)  192.567  (m)          631.78   (f) ADJ UNCH    2 0
 HX2567
 HX2567.Superseded values are not recommended for survey control.
 HX2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2567.See file dsdata.txt to determine how the superseded data were derived.
 HX2567
 HX2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC451663(NAD 83)
 HX2567_MARKER: DB = BENCH MARK DISK
 HX2567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2567_SP_SET: ABUTMENT BACK WALL
 HX2567_STAMPING: A 97 1956
 HX2567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2567
 HX2567  HISTORY     - Date     Condition        Report By
 HX2567  HISTORY     - 1956     MONUMENTED       CGS
 HX2567
 HX2567                          STATION DESCRIPTION
 HX2567
 HX2567'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2567'1.6 MI NE FROM SISSONVILLE.
 HX2567'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2567'AT SISSONVILLE, THENCE ABOUT 0.15 MILE EAST ALONG A BLACK TOP
 HX2567'ROAD, IN THE TOP OF THE NORTH END OF CONCRETE BACK WALL OF EAST
 HX2567'CONCRETE AND STONE ABUTMENT OF 100-FOOT BRIDGE OVER LEFT FORK
 HX2567'OF POCATALICO RIVER, 10 FEET NORTH OF CENTER LINE OF ROAD AND
 HX2567'3/4 FEET ABOVE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF3718 ***********************************************************************
 DF3718  DESIGNATION -  A 97 RESET
 DF3718  PID         -  DF3718
 DF3718  STATE/COUNTY-  WV/KANAWHA
 DF3718  USGS QUAD   -  SISSONVILLE (1958)
 DF3718
 DF3718                         *CURRENT SURVEY CONTROL
 DF3718  ___________________________________________________________________
 DF3718* NAD 83(1986)-  38 32 39.     (N)    081 37 45.     (W)     SCALED    
 DF3718* NAVD 88     -       191.06   (meters)     626.8    (feet)  RESET     
 DF3718  ___________________________________________________________________
 DF3718  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DF3718
 DF3718  VERT ORDER  -  THIRD
 DF3718
 DF3718.The horizontal coordinates were scaled from a topographic map and have
 DF3718.an estimated accuracy of +/- 6 seconds.
 DF3718
 DF3718.The orthometric height was computed from unverified reset data.
 DF3718.No vertical observational check was made to the station.
 DF3718
 DF3718.The geoid height was determined by GEOID03.
 DF3718
 DF3718;                    North         East    Units  Estimated Accuracy
 DF3718;SPC WV S     -   171,570.      545,150.      MT  (+/- 180 meters Scaled)
 DF3718
 DF3718                          SUPERSEDED SURVEY CONTROL
 DF3718
 DF3718.No superseded survey control is available for this station.
 DF3718
 DF3718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC451663(NAD 83)
 DF3718_MARKER: DV = VERTICAL CONTROL DISK
 DF3718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF3718_SP_SET: BRIDGE ABUTMENT SEAT
 DF3718_STAMPING: A 97 RESET 2001
 DF3718_MARK LOGO: NGS   
 DF3718_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF3718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3718
 DF3718  HISTORY     - Date     Condition        Report By
 DF3718  HISTORY     - 2001     MONUMENTED       WVDT
 DF3718
 DF3718                          STATION DESCRIPTION
 DF3718
 DF3718'DESCRIBED BY WV DEPT TRANS 2001 (CC)
 DF3718'1.6 MILE (2.6 KM) NORTHEAST FROM SISSONVILLE, 1.4 MILE (2.3 KM) ALONG
 DF3718'STATE ROAD 21 FROM SISSONVILLE MIDDLE SCHOOL, THENCE ABOUT 0.15 MILE
 DF3718'(0.24 KM) EAST ON COUNTY ROAD 33 ON THE WEST SIDE OF THE SOUTH
 DF3718'ABUTMENT SEAT OF A NEW BRIDGE OVER THE LEFT FORK OF THE POCA RIVER.
 DF3718'FIFTEEN FEET WEST OF THE ROAD CENTERLINE AND FOUR FEET BELOW THE
 DF3718'ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2267 ***********************************************************************
 HX2267  DESIGNATION -  A 98
 HX2267  PID         -  HX2267
 HX2267  STATE/COUNTY-  WV/PUTNAM
 HX2267  USGS QUAD   -  SAINT ALBANS (1976)
 HX2267
 HX2267                         *CURRENT SURVEY CONTROL
 HX2267  ___________________________________________________________________
 HX2267* NAD 83(1986)-  38 29 13.     (N)    081 48 41.     (W)     SCALED    
 HX2267* NAVD 88     -       187.774  (meters)     616.06   (feet)  ADJUSTED  
 HX2267  ___________________________________________________________________
 HX2267  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HX2267  DYNAMIC HT  -         187.645 (meters)     615.63  (feet)  COMP
 HX2267  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 HX2267
 HX2267  VERT ORDER  -  SECOND    CLASS 0
 HX2267
 HX2267.The horizontal coordinates were scaled from a topographic map and have
 HX2267.an estimated accuracy of +/- 6 seconds.
 HX2267
 HX2267.The orthometric height was determined by differential leveling
 HX2267.and adjusted by the National Geodetic Survey in June 1991..
 HX2267
 HX2267.The geoid height was determined by GEOID03.
 HX2267
 HX2267.The dynamic height is computed by dividing the NAVD 88
 HX2267.geopotential number by the normal gravity value computed on the
 HX2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2267.degrees latitude (g = 980.6199 gals.).
 HX2267
 HX2267.The modeled gravity was interpolated from observed gravity values.
 HX2267
 HX2267;                    North         East    Units  Estimated Accuracy
 HX2267;SPC WV S     -   165,350.      529,210.      MT  (+/- 180 meters Scaled)
 HX2267
 HX2267                          SUPERSEDED SURVEY CONTROL
 HX2267
 HX2267  NGVD 29 (??/??/92)  187.971  (m)          616.70   (f) ADJ UNCH    2 0
 HX2267
 HX2267.Superseded values are not recommended for survey control.
 HX2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2267.See file dsdata.txt to determine how the superseded data were derived.
 HX2267
 HX2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC292601(NAD 83)
 HX2267_MARKER: DB = BENCH MARK DISK
 HX2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2267_STAMPING: A 98 1956
 HX2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2267+STABILITY: SURFACE MOTION
 HX2267
 HX2267  HISTORY     - Date     Condition        Report By
 HX2267  HISTORY     - 1956     MONUMENTED       CGS
 HX2267
 HX2267                          STATION DESCRIPTION
 HX2267
 HX2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2267'1 MI NE FROM RAYMOND CITY.
 HX2267'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE BRIDGE
 HX2267'OVER POCATALICO RIVER AT RAYMOND CITY, THENCE ABOUT 0.75 MILE
 HX2267'NORTHEAST ALONG A BLACK TOP ROAD, ABOUT 0.85 MILE WEST OF
 HX2267'JUNCTION OF A ROAD NORTH, ABOUT 1.0 MILE WEST OF BRIDGE OVER
 HX2267'LEFT FORK, 21 FEET NORTH-NORTHEAST OF CENTER LINE OF ROAD, 14
 HX2267'YARDS WEST-NORTHWEST OF WEST-NORTHWEST END OF ROCKY CUT, ABOUT
 HX2267'178 YARDS WEST-NORTHWET OF THE TOP OF A GRADE, 3/4 FEET
 HX2267'SOUTHEAST OF SOUTHEAST POINT OF A 2 1/2-FOOT BY 2 1/2-FOOT BY
 HX2267'1/2 FOOT HIGH BOULDER, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN
 HX2267'WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND SET IN THE
 HX2267'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2528 ***********************************************************************
 HX2528  DESIGNATION -  A 99
 HX2528  PID         -  HX2528
 HX2528  STATE/COUNTY-  WV/JACKSON
 HX2528  USGS QUAD   -  KENNA (1975)
 HX2528
 HX2528                         *CURRENT SURVEY CONTROL
 HX2528  ___________________________________________________________________
 HX2528* NAD 83(1986)-  38 40 04.     (N)    081 38 53.     (W)     SCALED    
 HX2528* NAVD 88     -       290.329  (meters)     952.52   (feet)  ADJUSTED  
 HX2528  ___________________________________________________________________
 HX2528  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HX2528  DYNAMIC HT  -         290.135 (meters)     951.88  (feet)  COMP
 HX2528  MODELED GRAV-     979,952.5   (mgal)                       NAVD 88
 HX2528
 HX2528  VERT ORDER  -  SECOND    CLASS 0
 HX2528
 HX2528.The horizontal coordinates were scaled from a topographic map and have
 HX2528.an estimated accuracy of +/- 6 seconds.
 HX2528
 HX2528.The orthometric height was determined by differential leveling
 HX2528.and adjusted by the National Geodetic Survey in June 1991..
 HX2528
 HX2528.The geoid height was determined by GEOID03.
 HX2528
 HX2528.The dynamic height is computed by dividing the NAVD 88
 HX2528.geopotential number by the normal gravity value computed on the
 HX2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2528.degrees latitude (g = 980.6199 gals.).
 HX2528
 HX2528.The modeled gravity was interpolated from observed gravity values.
 HX2528
 HX2528;                    North         East    Units  Estimated Accuracy
 HX2528;SPC WV S     -   185,310.      543,600.      MT  (+/- 180 meters Scaled)
 HX2528
 HX2528                          SUPERSEDED SURVEY CONTROL
 HX2528
 HX2528  NGVD 29 (??/??/92)  290.507  (m)          953.11   (f) ADJ UNCH    2 0
 HX2528
 HX2528.Superseded values are not recommended for survey control.
 HX2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2528.See file dsdata.txt to determine how the superseded data were derived.
 HX2528
 HX2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC436801(NAD 83)
 HX2528_MARKER: DB = BENCH MARK DISK
 HX2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2528_STAMPING: A 99 1956
 HX2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2528+STABILITY: SURFACE MOTION
 HX2528
 HX2528  HISTORY     - Date     Condition        Report By
 HX2528  HISTORY     - 1956     MONUMENTED       CGS
 HX2528
 HX2528                          STATION DESCRIPTION
 HX2528
 HX2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2528'0.9 MI SE FROM KENNA.
 HX2528'ABOUT 0.9 MILE SOUTHEAST ALONG A GRAVEL ROAD LEADING TO KENTUCK
 HX2528'FROM JUNCTION OF U.S. HIGHWAY 21 AT KENNA, AT THE JUNCTION OF
 HX2528'A GRAVEL ROAD LEADING NORTH, 23 1/2 FEET NORTH-NORTHWEST OF
 HX2528'CENTER LINE OF MAIN ROAD, 37 FEET EAST OF CENTER LINE OF ROAD
 HX2528'NORTH, 1 1/2 FEET SOUTH OF A FENCE LINE, 3 FEET EAST OF NORTHEAST
 HX2528'CORNER OF A SCHOOL BUS WAITING SHED, 2 FEET NORTHEAST OF A
 HX2528'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH MAIN ROAD AND SET
 HX2528'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1370 ***********************************************************************
 HX1370  DESIGNATION -  A A
 HX1370  PID         -  HX1370
 HX1370  STATE/COUNTY-  WV/GREENBRIER
 HX1370  USGS QUAD   -  DUO (1995)
 HX1370
 HX1370                         *CURRENT SURVEY CONTROL
 HX1370  ___________________________________________________________________
 HX1370* NAD 83(1986)-  38 05 11.     (N)    080 35 58.     (W)     SCALED    
 HX1370* NAVD 88     -       977.129  (meters)    3205.80   (feet)  ADJUSTED  
 HX1370  ___________________________________________________________________
 HX1370  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HX1370  DYNAMIC HT  -         976.299 (meters)    3203.07  (feet)  COMP
 HX1370  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 HX1370
 HX1370  VERT ORDER  -  SECOND    CLASS 0
 HX1370
 HX1370.The horizontal coordinates were scaled from a topographic map and have
 HX1370.an estimated accuracy of +/- 6 seconds.
 HX1370
 HX1370.The orthometric height was determined by differential leveling
 HX1370.and adjusted by the National Geodetic Survey in June 1991..
 HX1370
 HX1370.The geoid height was determined by GEOID03.
 HX1370
 HX1370.The dynamic height is computed by dividing the NAVD 88
 HX1370.geopotential number by the normal gravity value computed on the
 HX1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1370.degrees latitude (g = 980.6199 gals.).
 HX1370
 HX1370.The modeled gravity was interpolated from observed gravity values.
 HX1370
 HX1370;                    North         East    Units  Estimated Accuracy
 HX1370;SPC WV S     -   120,650.      635,140.      MT  (+/- 180 meters Scaled)
 HX1370
 HX1370                          SUPERSEDED SURVEY CONTROL
 HX1370
 HX1370  NGVD 29 (??/??/92)  977.25   (m)         3206.2    (f) COMPUTED    2 0
 HX1370
 HX1370.Superseded values are not recommended for survey control.
 HX1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1370.See file dsdata.txt to determine how the superseded data were derived.
 HX1370
 HX1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC351154(NAD 83)
 HX1370_MARKER: N = NAIL
 HX1370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1370_SP_SET: BEECH TREE ROOT
 HX1370_STAMPING: A A
 HX1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1370
 HX1370  HISTORY     - Date     Condition        Report By
 HX1370  HISTORY     - UNK      MONUMENTED       CGS
 HX1370  HISTORY     - 1961     GOOD             NGS
 HX1370
 HX1370                          STATION DESCRIPTION
 HX1370
 HX1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1370'1.4 MI N FROM DUO.
 HX1370'ABOUT 1.35 MILES NORTH ALONG A BLACK TOP ROAD FROM A T ROAD
 HX1370'JUNCTION AT DUO, AT THE INSIDE OF A LONG CURVE, AT THE JUNCTION
 HX1370'OF A GRADED ROAD LEADING NORTH, IN A NOTCH CUT IN THE TOP OF A
 HX1370'ROOT ON THE NORTH SIDE OF THE WEST ONE OF THREE BEECH TREES,
 HX1370'(ALL THREE BEECH TREES ARE ABOUT 14 INCHES) 34 FEET SOUTH OF THE
 HX1370'CENTER LINE OF THE ROAD MEASURED FROM THE CENTER OF THE BLACK
 HX1370'TOP ROAD AT ITS JUNCTION WITH THE GRADED ROAD LEADING NORTH,
 HX1370'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD AND THE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2378 ***********************************************************************
 GX2378  DESIGNATION -  AA
 GX2378  PID         -  GX2378
 GX2378  STATE/COUNTY-  WV/BOONE
 GX2378  USGS QUAD   -  PILOT KNOB (1989)
 GX2378
 GX2378                         *CURRENT SURVEY CONTROL
 GX2378  ___________________________________________________________________
 GX2378* NAD 83(1986)-  37 48 04.     (N)    081 37 10.     (W)     SCALED    
 GX2378* NAVD 88     -       742.179  (meters)    2434.97   (feet)  ADJUSTED  
 GX2378  ___________________________________________________________________
 GX2378  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX2378  DYNAMIC HT  -         741.612 (meters)    2433.11  (feet)  COMP
 GX2378  MODELED GRAV-     979,840.1   (mgal)                       NAVD 88
 GX2378
 GX2378  VERT ORDER  -  SECOND    CLASS 0
 GX2378
 GX2378.The horizontal coordinates were scaled from a topographic map and have
 GX2378.an estimated accuracy of +/- 6 seconds.
 GX2378
 GX2378.The orthometric height was determined by differential leveling
 GX2378.and adjusted by the National Geodetic Survey in June 1991..
 GX2378
 GX2378.The geoid height was determined by GEOID03.
 GX2378
 GX2378.The dynamic height is computed by dividing the NAVD 88
 GX2378.geopotential number by the normal gravity value computed on the
 GX2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2378.degrees latitude (g = 980.6199 gals.).
 GX2378
 GX2378.The modeled gravity was interpolated from observed gravity values.
 GX2378
 GX2378;                    North         East    Units  Estimated Accuracy
 GX2378;SPC WV S     -    89,100.      545,450.      MT  (+/- 180 meters Scaled)
 GX2378
 GX2378                          SUPERSEDED SURVEY CONTROL
 GX2378
 GX2378  NGVD 29 (??/??/92)  742.362  (m)         2435.57   (f) ADJ UNCH    2 0
 GX2378
 GX2378.Superseded values are not recommended for survey control.
 GX2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2378.See file dsdata.txt to determine how the superseded data were derived.
 GX2378
 GX2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB454839(NAD 83)
 GX2378_MARKER: Z = SEE DESCRIPTION
 GX2378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2378_SP_SET: TREE
 GX2378_STAMPING: AA
 GX2378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2378
 GX2378  HISTORY     - Date     Condition        Report By
 GX2378  HISTORY     - UNK      MONUMENTED       CGS
 GX2378  HISTORY     - 1958     GOOD             NGS
 GX2378
 GX2378                          STATION DESCRIPTION
 GX2378
 GX2378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2378'1.2 MI SW FROM ECHART.
 GX2378'AA IS A NAIL AND WASHER STAMPED AA, IN TOP OF THE NORTHWEST ROOT
 GX2378'OF A 20-INCH HICKORY TREE, 35 YARDS WEST-SOUTHWEST OF BENCH
 GX2378'MARK K 189, 9 FEET EAST OF THE TRAIL, 18 FEET SOUTH OF THE
 GX2378'CROSSING OF TRAIL AND RIDGE AT GAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1157 ***********************************************************************
 HW1157  DESIGNATION -  AA 60
 HW1157  PID         -  HW1157
 HW1157  STATE/COUNTY-  WV/HARDY
 HW1157  USGS QUAD   -  BERGTON (1994)
 HW1157
 HW1157                         *CURRENT SURVEY CONTROL
 HW1157  ___________________________________________________________________
 HW1157* NAD 83(1986)-  38 46 53.     (N)    078 53 46.     (W)     SCALED    
 HW1157* NAVD 88     -       469.820  (meters)    1541.40   (feet)  ADJUSTED  
 HW1157  ___________________________________________________________________
 HW1157  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HW1157  DYNAMIC HT  -         469.486 (meters)    1540.31  (feet)  COMP
 HW1157  MODELED GRAV-     979,902.6   (mgal)                       NAVD 88
 HW1157
 HW1157  VERT ORDER  -  SECOND    CLASS 0
 HW1157
 HW1157.The horizontal coordinates were scaled from a topographic map and have
 HW1157.an estimated accuracy of +/- 6 seconds.
 HW1157
 HW1157.The orthometric height was determined by differential leveling
 HW1157.and adjusted by the National Geodetic Survey in June 1991..
 HW1157
 HW1157.The geoid height was determined by GEOID03.
 HW1157
 HW1157.The dynamic height is computed by dividing the NAVD 88
 HW1157.geopotential number by the normal gravity value computed on the
 HW1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1157.degrees latitude (g = 980.6199 gals.).
 HW1157
 HW1157.The modeled gravity was interpolated from observed gravity values.
 HW1157
 HW1157;                    North         East    Units  Estimated Accuracy
 HW1157;SPC WV N     -    31,420.      652,480.      MT  (+/- 180 meters Scaled)
 HW1157
 HW1157                          SUPERSEDED SURVEY CONTROL
 HW1157
 HW1157  NGVD 29 (??/??/92)  469.952  (m)         1541.83   (f) ADJ UNCH    2 0
 HW1157
 HW1157.Superseded values are not recommended for survey control.
 HW1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1157.See file dsdata.txt to determine how the superseded data were derived.
 HW1157
 HW1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC827946(NAD 83)
 HW1157_MARKER: DD = SURVEY DISK
 HW1157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1157_SP_SET: POST
 HW1157_STAMPING: AA 60 1935
 HW1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1157
 HW1157  HISTORY     - Date     Condition        Report By
 HW1157  HISTORY     - 1935     MONUMENTED       WVHD
 HW1157  HISTORY     - 1962     GOOD             NGS
 HW1157
 HW1157                          STATION DESCRIPTION
 HW1157
 HW1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1157'6.5 MI S FROM MATHIAS.
 HW1157'6.5 MILES SOUTH ALONG FORMER STATE HIGHWAY 58 FROM THE LOST
 HW1157'CREEK BRIDGE AT MATHIAS, HARDY COUNTY, AT THE WEST VIRGINIA-VIRGINIA
 HW1157'STATE LINE, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3
 HW1157'INCHES EAST OF A BOARD FENCE, AND IN THE TOP OF THE RIGHT-OF-WAY
 HW1157'POST.  A WEST VIRGINIA STATE HIGHWAY DEPARTMENT STANDARD DISK,
 HW1157'STAMPED AA 60 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3037 ***********************************************************************
 HX3037  DESIGNATION -  AARONS
 HX3037  PID         -  HX3037
 HX3037  STATE/COUNTY-  WV/KANAWHA
 HX3037  USGS QUAD   -  BIG CHIMNEY (1976)
 HX3037
 HX3037                         *CURRENT SURVEY CONTROL
 HX3037  ___________________________________________________________________
 HX3037* NAD 83(1995)-  38 29 21.17385(N)    081 32 48.89683(W)     ADJUSTED  
 HX3037* NAVD 88     -       380.     (meters)    1247.     (feet)  SCALED    
 HX3037  ___________________________________________________________________
 HX3037  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 HX3037  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HX3037
 HX3037  HORZ ORDER  -  SECOND
 HX3037
 HX3037.The horizontal coordinates were established by classical geodetic methods
 HX3037.and adjusted by the National Geodetic Survey in April 1998..
 HX3037
 HX3037.The orthometric height was scaled from a topographic map.
 HX3037
 HX3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3037
 HX3037.The geoid height was determined by GEOID03.
 HX3037
 HX3037;                    North         East     Units Scale Factor Converg.
 HX3037;SPC WV S     -   165,428.387   552,287.060   MT  0.99993978   -0 20 17.2
 HX3037;UTM  17      - 4,260,238.385   452,302.831   MT  0.99962802   -0 20 25.4
 HX3037
 HX3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3037!SPC WV S     -   0.99994562  x   0.99993978  =   0.99988540
 HX3037!UTM  17      -   0.99994562  x   0.99962802  =   0.99957366
 HX3037
 HX3037:                Primary Azimuth Mark                     Grid Az
 HX3037:SPC WV S     -  AARONS AZ MK                             055 57 52.2
 HX3037:UTM  17      -  AARONS AZ MK                             055 58 00.4
 HX3037
 HX3037|---------------------------------------------------------------------|
 HX3037| PID    Reference Object                     Distance      Geod. Az  |
 HX3037|                                                           dddmmss.s |
 HX3037| DC3691 AARONS AZ MK                                       0553735.0 |
 HX3037| DC3693 AARONS RM 2                          10.680 METERS 09631     |
 HX3037| DC3692 AARONS RM 1                          10.303 METERS 35801     |
 HX3037|---------------------------------------------------------------------|
 HX3037
 HX3037                          SUPERSEDED SURVEY CONTROL
 HX3037
 HX3037  NAD 83(1995)-  38 29 21.18140(N)    081 32 48.90343(W) AD(       ) 2
 HX3037  NAD 83(1986)-  38 29 21.18167(N)    081 32 48.90352(W) AD(       ) 2
 HX3037  NAD 27      -  38 29 20.83900(N)    081 32 49.45500(W) AD(       ) 2
 HX3037
 HX3037.Superseded values are not recommended for survey control.
 HX3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3037.See file dsdata.txt to determine how the superseded data were derived.
 HX3037
 HX3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5230360238(NAD 83)
 HX3037_MARKER: DS = TRIANGULATION STATION DISK
 HX3037_SETTING: 0 = UNSPECIFIED SETTING
 HX3037
 HX3037  HISTORY     - Date     Condition        Report By
 HX3037  HISTORY     - 1944     MONUMENTED       CGS
 HX3037  HISTORY     - 1955     GOOD             USGS
 HX3037
 HX3037                          STATION DESCRIPTION
 HX3037
 HX3037'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3037'STATION IS LOCATED ABOUT 6.5 MILES BY ROAD NW OF THE VILLAGE OF
 HX3037'ELKVIEW, ON THE N END OF A
 HX3037'TIMBERED RIDGE OWNED BY MR. J.W. JONES.  THE MARK IS
 HX3037'SITUATED NEAR A FENCE
 HX3037'CORNER, 27 FEET W OF A WIRE FENCE, 16 FEET
 HX3037'N OF A RAIL FENCE, AND 6.5 FEET NE OF A
 HX3037'WITNESS POST.
 HX3037'
 HX3037'STATION MARK IS A BRONZE STATION DISK SET IN AN IRON PIPE.
 HX3037'UNDERGROUND MARK
 HX3037'IS A BRONZE DISK SET IN CONCRETE.  MARK IS
 HX3037'STAMPED AARONS 1944.
 HX3037'
 HX3037'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE
 HX3037'AT THE CENTER OF
 HX3037'THE TOP OF A TILE.  IT IS STAMPED AARONS NO 1 1944.
 HX3037'
 HX3037'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE
 HX3037'AT THE CENTER OF
 HX3037'THE TOP OF A TILE.  IT IS STAMPED AARONS NO 2 1944.
 HX3037'
 HX3037'AZIMUTH MARK IS ABOUT 100 FEET N OF THE JONES HOUSE, 6 FEET
 HX3037'S OF THE SE CORNER
 HX3037'OF A CHICKEN HOUSE.  IT IS A BRONZE AZIMUTH
 HX3037'DISK SET IN THE TOP OF A CONCRETE
 HX3037'POST AND IS STAMPED AARONS 1944.
 HX3037'
 HX3037'TO REACH THE AZIMUTH MARK FROM THE T-ROAD JUNCTION AT AARONS
 HX3037'FORK POST OFFICE
 HX3037'AND GENERAL STORE, GO N ON A PAVED ROAD FOR 0.2
 HX3037'MILE TO A DIRT T-ROAD LEFT.  TURN
 HX3037'LEFT AND GO 0.2 MILE TO THE
 HX3037'HOME OF MR. J.W. JONES AND THE MARK ON THE LEFT.
 HX3037'
 HX3037'TO REACH THE STATION FROM A PAVED ROAD LEADING U.S. HIGHWAY
 HX3037'119 AT THE
 HX3037'REYNOLDS BROTHERS STORE IN THE VILLAGE OF ELKVIEW, GO
 HX3037'1.55 MILE TO AN ESSO SERVICE
 HX3037'STATION ON THE RIGHT IN WILLS.  TURN
 HX3037'RIGHT FOR 0.1 MILE TO A SMALL CONCRETE BRIDGE,
 HX3037'TAKE THE LEFT FORK
 HX3037'FOR 0.5 MILE, THEN ANOTHER LEFT FORK ACROSS A STEEL BRIDGE FOR
 HX3037'3.1 MILES TO
 HX3037'DIRT ROAD LEFT JUST S OF THE AARONS FORK GENERAL
 HX3037'STORE.  TURN LEFT AND FOLLOW
 HX3037'THE DIRT ROAD UP A CREEK BED FOR 0.8
 HX3037'MILE TO THE TOP OF THE DIVIDE.  THIS IS THE END
 HX3037'OF TRUCK TRAVEL.
 HX3037'STATION IS ABOUT 0.4 MILE TO THE RIGHT.  PACK UP A CATTLE TRAIL
 HX3037'FOR ABOUT 0.2
 HX3037'MILE TO THE TOP OF THE RIDGE.  BEAR RIGHT AND FOLLOW
 HX3037'ALONG A FENCE FOR 0.2 MILE TO A
 HX3037'T-FENCE CORNER AND STATION.
 HX3037'
 HX3037'A 24-FOOT POLE TOWER WAS USED BY THIS PARTY.
 HX3037'
 HX3037'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 HX3037
 HX3037                          STATION RECOVERY (1955)
 HX3037
 HX3037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 HX3037'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 HX3037'
 HX3037'REFERENCE MARK 2 NOT FOUND AND MAY HAVE BEEN DESTROYED BY GRADING
 HX3037'FOR BACKFILL OF
 HX3037'PIPELINE, AZIMUTH MARK NOT SEARCHED FOR.  WITNESS POST
 HX3037'AND RAIL FENCE ARE GONE.
 HX3037'
 HX3037'A PIPELINE HAS BEEN BUILT OVER THE SUMMIT AT THIS POINT, AND THE
 HX3037'STATION IS NOW 29
 HX3037'FEET WEST OF A 15-INCH OAK TREE ON FENCE LINE AT EDGE
 HX3037'OF CLEARING, ABOUT 35 FEET NW OF A T
 HX3037'FENCE CORNER, AND ABOUT ON PROJECTION
 HX3037'OF CENTER LINE OF THE CLEARING TO THE SOUTHWARD.
 HX3037'
 HX3037'A JEEP MAY BE DRIVEN TO THE STATION USING THE ROUTE DESCRIBED IN
 HX3037'THE ORIGINAL DESCRIPTION.
 HX3037'
 HX3037'THE AZIMUTH TO REFERENCE MARK 1 DETERMINED FROM C AND GS COMPUTATIONS
 HX3037'APPEARS TO BE
 HX3037'ABOUT 6-1/2 MINUTES IN ERROR COMPARED TO A POLARIS OBSERVATION.
 HX3037'OBSERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2380 ***********************************************************************
 GX2380  DESIGNATION -  AB
 GX2380  PID         -  GX2380
 GX2380  STATE/COUNTY-  WV/BOONE
 GX2380  USGS QUAD   -  PILOT KNOB (1989)
 GX2380
 GX2380                         *CURRENT SURVEY CONTROL
 GX2380  ___________________________________________________________________
 GX2380* NAD 83(1986)-  37 48 14.     (N)    081 37 02.     (W)     SCALED    
 GX2380* NAVD 88     -       564.393  (meters)    1851.68   (feet)  ADJUSTED  
 GX2380  ___________________________________________________________________
 GX2380  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX2380  DYNAMIC HT  -         563.958 (meters)    1850.25  (feet)  COMP
 GX2380  MODELED GRAV-     979,840.8   (mgal)                       NAVD 88
 GX2380
 GX2380  VERT ORDER  -  SECOND    CLASS 0
 GX2380
 GX2380.The horizontal coordinates were scaled from a topographic map and have
 GX2380.an estimated accuracy of +/- 6 seconds.
 GX2380
 GX2380.The orthometric height was determined by differential leveling
 GX2380.and adjusted by the National Geodetic Survey in June 1991..
 GX2380
 GX2380.The geoid height was determined by GEOID03.
 GX2380
 GX2380.The dynamic height is computed by dividing the NAVD 88
 GX2380.geopotential number by the normal gravity value computed on the
 GX2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2380.degrees latitude (g = 980.6199 gals.).
 GX2380
 GX2380.The modeled gravity was interpolated from observed gravity values.
 GX2380
 GX2380;                    North         East    Units  Estimated Accuracy
 GX2380;SPC WV S     -    89,400.      545,650.      MT  (+/- 180 meters Scaled)
 GX2380
 GX2380                          SUPERSEDED SURVEY CONTROL
 GX2380
 GX2380  NGVD 29 (??/??/92)  564.567  (m)         1852.25   (f) ADJ UNCH    2 0
 GX2380
 GX2380.Superseded values are not recommended for survey control.
 GX2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2380.See file dsdata.txt to determine how the superseded data were derived.
 GX2380
 GX2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB456842(NAD 83)
 GX2380_MARKER: Z = SEE DESCRIPTION
 GX2380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2380_SP_SET: TREE
 GX2380_STAMPING: A B
 GX2380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2380
 GX2380  HISTORY     - Date     Condition        Report By
 GX2380  HISTORY     - UNK      MONUMENTED       CGS
 GX2380  HISTORY     - 1958     GOOD             NGS
 GX2380
 GX2380                          STATION DESCRIPTION
 GX2380
 GX2380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2380'0.7 MI SW FROM ECHART.
 GX2380'ABOUT 0.7 MILE SOUTHWEST ALONG A FOOT PATH LEADING ACROSS A
 GX2380'MOUNTAIN TO SAUNDERS FROM THE JUNCTION OF STATE HIGHWAY 79 AT
 GX2380'ECHART, 0.5 MILE NORTH OF THE SUMMIT OF GAP, 16 FEET NORTHWEST
 GX2380'OF FOOT PATH, A COPPER NAIL AND WASHER IN THE TOP OF THE SOUTHWEST
 GX2380'ROOT OF A 40-INCH BEECH TREE WITH INSCRIPTIONS IN BARK AND
 GX2380'PARTLY HOLLOW, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1361 ***********************************************************************
 HX1361  DESIGNATION -  AB
 HX1361  PID         -  HX1361
 HX1361  STATE/COUNTY-  WV/NICHOLAS
 HX1361  USGS QUAD   -  MOUNT NEBO (1976)
 HX1361
 HX1361                         *CURRENT SURVEY CONTROL
 HX1361  ___________________________________________________________________
 HX1361* NAD 83(1986)-  38 08 57.     (N)    080 47 21.     (W)     SCALED    
 HX1361* NAVD 88     -       759.551  (meters)    2491.96   (feet)  ADJUSTED  
 HX1361  ___________________________________________________________________
 HX1361  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX1361  DYNAMIC HT  -         758.949 (meters)    2489.99  (feet)  COMP
 HX1361  MODELED GRAV-     979,811.1   (mgal)                       NAVD 88
 HX1361
 HX1361  VERT ORDER  -  SECOND    CLASS 0
 HX1361
 HX1361.The horizontal coordinates were scaled from a topographic map and have
 HX1361.an estimated accuracy of +/- 6 seconds.
 HX1361
 HX1361.The orthometric height was determined by differential leveling
 HX1361.and adjusted by the National Geodetic Survey in June 1991..
 HX1361
 HX1361.The geoid height was determined by GEOID03.
 HX1361
 HX1361.The dynamic height is computed by dividing the NAVD 88
 HX1361.geopotential number by the normal gravity value computed on the
 HX1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1361.degrees latitude (g = 980.6199 gals.).
 HX1361
 HX1361.The modeled gravity was interpolated from observed gravity values.
 HX1361
 HX1361;                    North         East    Units  Estimated Accuracy
 HX1361;SPC WV S     -   127,570.      618,480.      MT  (+/- 180 meters Scaled)
 HX1361
 HX1361                          SUPERSEDED SURVEY CONTROL
 HX1361
 HX1361  NGVD 29 (??/??/92)  759.706  (m)         2492.47   (f) ADJ UNCH    2 0
 HX1361
 HX1361.Superseded values are not recommended for survey control.
 HX1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1361.See file dsdata.txt to determine how the superseded data were derived.
 HX1361
 HX1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC184223(NAD 83)
 HX1361_MARKER: DB = BENCH MARK DISK
 HX1361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1361_SP_SET: LOCUST TREE ROOT
 HX1361_STAMPING: AB
 HX1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1361
 HX1361  HISTORY     - Date     Condition        Report By
 HX1361  HISTORY     - UNK      MONUMENTED       CGS
 HX1361  HISTORY     - 1962     GOOD             NGS
 HX1361
 HX1361                          STATION DESCRIPTION
 HX1361
 HX1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1361'7.6 MI W FROM LEIVASY.
 HX1361'ABOUT 0.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX1361'OFFICE AT LEIVASY, THENCE ABOUT 7.3 MILES WEST ALONG A BLACK TOP
 HX1361'ROAD, ABOUT 0.25 MILES SOUTHWEST OF A SMALL WHITE CHURCH AND
 HX1361'CEMETERY, AT THE JUNCTION OF THE EAST LEG OF A GRADED ROAD
 HX1361'LEADING SOUTH, ON THE INSIDE OF A SHARP CURVE WITH TANGENTS
 HX1361'EXTENDING NORTHEAST AND NORTHWEST, ON TOP OF A NOTCH CUT IN THE
 HX1361'TOP OF A LARGE ROOT ON THE WEST SIDE OF A 10-INCH BLACK LOCUST
 HX1361'TREE, 37 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 HX1361'5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2141 ***********************************************************************
 GX2141  DESIGNATION -  AC
 GX2141  PID         -  GX2141
 GX2141  STATE/COUNTY-  WV/WYOMING
 GX2141  USGS QUAD   -  PILOT KNOB (1989)
 GX2141
 GX2141                         *CURRENT SURVEY CONTROL
 GX2141  ___________________________________________________________________
 GX2141* NAD 83(1986)-  37 46 04.     (N)    081 33 57.     (W)     SCALED    
 GX2141* NAVD 88     -       829.491  (meters)    2721.42   (feet)  ADJUSTED  
 GX2141  ___________________________________________________________________
 GX2141  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX2141  DYNAMIC HT  -         828.844 (meters)    2719.30  (feet)  COMP
 GX2141  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 GX2141
 GX2141  VERT ORDER  -  SECOND    CLASS 0
 GX2141
 GX2141.The horizontal coordinates were scaled from a topographic map and have
 GX2141.an estimated accuracy of +/- 6 seconds.
 GX2141
 GX2141.The orthometric height was determined by differential leveling
 GX2141.and adjusted by the National Geodetic Survey in June 1991..
 GX2141
 GX2141.The geoid height was determined by GEOID03.
 GX2141
 GX2141.The dynamic height is computed by dividing the NAVD 88
 GX2141.geopotential number by the normal gravity value computed on the
 GX2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2141.degrees latitude (g = 980.6199 gals.).
 GX2141
 GX2141.The modeled gravity was interpolated from observed gravity values.
 GX2141
 GX2141;                    North         East    Units  Estimated Accuracy
 GX2141;SPC WV S     -    85,370.      550,150.      MT  (+/- 180 meters Scaled)
 GX2141
 GX2141                          SUPERSEDED SURVEY CONTROL
 GX2141
 GX2141  NGVD 29 (??/??/92)  829.665  (m)         2721.99   (f) ADJ UNCH    2 0
 GX2141
 GX2141.Superseded values are not recommended for survey control.
 GX2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2141.See file dsdata.txt to determine how the superseded data were derived.
 GX2141
 GX2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB501802(NAD 83)
 GX2141_MARKER: N = NAIL
 GX2141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2141_SP_SET: TREE
 GX2141_STAMPING: AC
 GX2141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2141
 GX2141  HISTORY     - Date     Condition        Report By
 GX2141  HISTORY     - UNK      MONUMENTED       CGS
 GX2141  HISTORY     - 1958     GOOD             NGS
 GX2141
 GX2141                          STATION DESCRIPTION
 GX2141
 GX2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2141'10 MI SE FROM BALD KNOB.
 GX2141'AC IS A NAIL AND WASHER STAMPED AC, 138 YARDS NORTHEAST OF BENCH
 GX2141'MARK F 190, AT THE SUMMIT OF WALNUT GAP, 41 FEET NORTHWEST OF
 GX2141'CENTER LINE OF ROAD ACROSS GAP, 9 1/2 FEET SOUTHWEST OF CENTER
 GX2141'LINE OF TRAIL LEADING NORTHWEST AND UPHILL, COPPER NAIL AND
 GX2141'WASHER IN THE TOP OF THE NORTH-NORTHWEST ROOT OF A 15-INCH MAPLE
 GX2141'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1303 ***********************************************************************
 HX1303  DESIGNATION -  AC
 HX1303  PID         -  HX1303
 HX1303  STATE/COUNTY-  WV/GREENBRIER
 HX1303  USGS QUAD   -  RICHWOOD (1995)
 HX1303
 HX1303                         *CURRENT SURVEY CONTROL
 HX1303  ___________________________________________________________________
 HX1303* NAD 83(1986)-  38 09 03.     (N)    080 30 43.     (W)     SCALED    
 HX1303* NAVD 88     -      1134.048  (meters)    3720.62   (feet)  ADJUSTED  
 HX1303  ___________________________________________________________________
 HX1303  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HX1303  DYNAMIC HT  -        1133.102 (meters)    3717.52  (feet)  COMP
 HX1303  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 HX1303
 HX1303  VERT ORDER  -  SECOND    CLASS 0
 HX1303
 HX1303.The horizontal coordinates were scaled from a topographic map and have
 HX1303.an estimated accuracy of +/- 6 seconds.
 HX1303
 HX1303.The orthometric height was determined by differential leveling
 HX1303.and adjusted by the National Geodetic Survey in June 1991..
 HX1303
 HX1303.The geoid height was determined by GEOID03.
 HX1303
 HX1303.The dynamic height is computed by dividing the NAVD 88
 HX1303.geopotential number by the normal gravity value computed on the
 HX1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1303.degrees latitude (g = 980.6199 gals.).
 HX1303
 HX1303.The modeled gravity was interpolated from observed gravity values.
 HX1303
 HX1303;                    North         East    Units  Estimated Accuracy
 HX1303;SPC WV S     -   127,840.      642,780.      MT  (+/- 180 meters Scaled)
 HX1303
 HX1303                          SUPERSEDED SURVEY CONTROL
 HX1303
 HX1303  NGVD 29 (??/??/92) 1134.182  (m)         3721.06   (f) ADJ UNCH    2 0
 HX1303
 HX1303.Superseded values are not recommended for survey control.
 HX1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1303.See file dsdata.txt to determine how the superseded data were derived.
 HX1303
 HX1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC427226(NAD 83)
 HX1303_MARKER: N = NAIL
 HX1303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1303_SP_SET: OAK TREE ROOT
 HX1303_STAMPING: AC
 HX1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1303
 HX1303  HISTORY     - Date     Condition        Report By
 HX1303  HISTORY     - UNK      MONUMENTED       CGS
 HX1303  HISTORY     - 1962     GOOD             NGS
 HX1303
 HX1303                          STATION DESCRIPTION
 HX1303
 HX1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1303'6.2 MI S FROM RICHWOOD.
 HX1303'ABOUT 6.2 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION
 HX1303'OF RIVERSIDE DRIVE AT RICHWOOD, ON THE OUTSIDE OF A LONG CURVE
 HX1303'WITH TANGENTS EXTENDING SOUTH AND NORTHEAST, IN THE -Y- JUNCTION
 HX1303'OF A SIDE ROAD LEADING WEST, IN TOP OF A NOTCH CUT IN THE TOP
 HX1303'OF A ROOT ON THE NORTHWEST SIDE OF A 24-INCH OAK TREE, 196 FEET
 HX1303'NORTH OF CENTER LINE OF THE JUNCTION, 46 FEET NORTHWEST OF CENTER
 HX1303'LINE OF THE ROAD LEADING NORTHEAST, AND ABOUT 12 FEET ABOVE THE
 HX1303'LEVEL OF THE ROAD LEADING NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0831 ***********************************************************************
 HX0831  DESIGNATION -  AD
 HX0831  PID         -  HX0831
 HX0831  STATE/COUNTY-  WV/WEBSTER
 HX0831  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0831
 HX0831                         *CURRENT SURVEY CONTROL
 HX0831  ___________________________________________________________________
 HX0831* NAD 83(1986)-  38 19 56.     (N)    080 27 53.     (W)     SCALED    
 HX0831* NAVD 88     -       753.785  (meters)    2473.04   (feet)  ADJUSTED  
 HX0831  ___________________________________________________________________
 HX0831  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HX0831  DYNAMIC HT  -         753.168 (meters)    2471.02  (feet)  COMP
 HX0831  MODELED GRAV-     979,784.5   (mgal)                       NAVD 88
 HX0831
 HX0831  VERT ORDER  -  SECOND    CLASS 0
 HX0831
 HX0831.The horizontal coordinates were scaled from a topographic map and have
 HX0831.an estimated accuracy of +/- 6 seconds.
 HX0831
 HX0831.The orthometric height was determined by differential leveling
 HX0831.and adjusted by the National Geodetic Survey in June 1991..
 HX0831
 HX0831.The geoid height was determined by GEOID03.
 HX0831
 HX0831.The dynamic height is computed by dividing the NAVD 88
 HX0831.geopotential number by the normal gravity value computed on the
 HX0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0831.degrees latitude (g = 980.6199 gals.).
 HX0831
 HX0831.The modeled gravity was interpolated from observed gravity values.
 HX0831
 HX0831;                    North         East    Units  Estimated Accuracy
 HX0831;SPC WV S     -   148,000.      646,800.      MT  (+/- 180 meters Scaled)
 HX0831
 HX0831                          SUPERSEDED SURVEY CONTROL
 HX0831
 HX0831  NGVD 29 (??/??/92)  753.894  (m)         2473.40   (f) ADJ UNCH    2 0
 HX0831
 HX0831.Superseded values are not recommended for survey control.
 HX0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0831.See file dsdata.txt to determine how the superseded data were derived.
 HX0831
 HX0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC467428(NAD 83)
 HX0831_MARKER: N = NAIL
 HX0831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0831_SP_SET: BEECH TREE ROOT
 HX0831_STAMPING: AD
 HX0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0831
 HX0831  HISTORY     - Date     Condition        Report By
 HX0831  HISTORY     - UNK      MONUMENTED       CGS
 HX0831  HISTORY     - 1962     GOOD             NGS
 HX0831
 HX0831                          STATION DESCRIPTION
 HX0831
 HX0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0831'5.9 MI SE FROM DYER.
 HX0831'5.9 MILES SOUTHWEST AND SOUTHEAST ALONG FOREST SERVICE ROAD
 HX0831'101 FROM THE FOOTBRIDGE OVER WILLIAMS RIVER AT DYER, AT THE
 HX0831'JUNCTION OF FOREST SERVICE ROAD 76, SET ON TOP OF A NOTCH CUT
 HX0831'IN THE TOP OF A LARGE ROOT ON THE NORTH SIDE OF A 24 INCH BEECH
 HX0831'TREE, 18 FEET SOUTHWEST OF CENTER LINE OF ROAD 76 FROM THE
 HX0831'JUNCTION OF WEST LEG OF ROAD 101, ABOUT LEVEL WITH ROAD 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0487 ***********************************************************************
 HX0487  DESIGNATION -  AE
 HX0487  PID         -  HX0487
 HX0487  STATE/COUNTY-  WV/RANDOLPH
 HX0487  USGS QUAD   -  SAMP (1995)
 HX0487
 HX0487                         *CURRENT SURVEY CONTROL
 HX0487  ___________________________________________________________________
 HX0487* NAD 83(1986)-  38 32 11.     (N)    080 08 40.     (W)     SCALED    
 HX0487* NAVD 88     -       700.545  (meters)    2298.37   (feet)  ADJUSTED  
 HX0487  ___________________________________________________________________
 HX0487  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HX0487  DYNAMIC HT  -         699.953 (meters)    2296.43  (feet)  COMP
 HX0487  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 HX0487
 HX0487  VERT ORDER  -  SECOND    CLASS 0
 HX0487
 HX0487.The horizontal coordinates were scaled from a topographic map and have
 HX0487.an estimated accuracy of +/- 6 seconds.
 HX0487
 HX0487.The orthometric height was determined by differential leveling
 HX0487.and adjusted by the National Geodetic Survey in June 1991..
 HX0487
 HX0487.The geoid height was determined by GEOID03.
 HX0487
 HX0487.The dynamic height is computed by dividing the NAVD 88
 HX0487.geopotential number by the normal gravity value computed on the
 HX0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0487.degrees latitude (g = 980.6199 gals.).
 HX0487
 HX0487.The modeled gravity was interpolated from observed gravity values.
 HX0487
 HX0487;                    North         East    Units  Estimated Accuracy
 HX0487;SPC WV S     -   170,870.      674,590.      MT  (+/- 180 meters Scaled)
 HX0487
 HX0487                          SUPERSEDED SURVEY CONTROL
 HX0487
 HX0487  NGVD 29 (??/??/92)  700.614  (m)         2298.60   (f) ADJ UNCH    2 0
 HX0487
 HX0487.Superseded values are not recommended for survey control.
 HX0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0487.See file dsdata.txt to determine how the superseded data were derived.
 HX0487
 HX0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC745656(NAD 83)
 HX0487_MARKER: N = NAIL
 HX0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0487_SP_SET: TREE ROOT
 HX0487_STAMPING: A E
 HX0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0487
 HX0487  HISTORY     - Date     Condition        Report By
 HX0487  HISTORY     - UNK      MONUMENTED       CGS
 HX0487  HISTORY     - 1962     GOOD             NGS
 HX0487
 HX0487                          STATION DESCRIPTION
 HX0487
 HX0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0487'5.3 MI S FROM MONTERVILLE.
 HX0487'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 15 FROM THE SCHOOL AT
 HX0487'MONTERVILLE, THENCE 4.0 MILES SOUTHWEST ALONG VALLEY FORK ROAD,
 HX0487'AT A Y ROAD JUNCTION OF ROADS LEADING EAST TO MONTERVILLE, WEST
 HX0487'ALONG THE ELK RIVER AND SOUTH ALONG THE ELK RIVER, A COPPER
 HX0487'NAIL AND WASHER ON TOP OF A ROOT OF A 30-INCH HICKORY TREE,
 HX0487'31 1/2 FEET NORTH OF THE CENTER LINE OF THE JUNCTION, AND ABOUT
 HX0487'2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3043 ***********************************************************************
 HX3043  DESIGNATION -  AIRPORT
 HX3043  PID         -  HX3043
 HX3043  STATE/COUNTY-  WV/KANAWHA
 HX3043  USGS QUAD   -  CHARLESTON EAST (1976)
 HX3043
 HX3043                         *CURRENT SURVEY CONTROL
 HX3043  ___________________________________________________________________
 HX3043* NAD 83(1995)-  38 21 48.27495(N)    081 35 20.03942(W)     ADJUSTED  
 HX3043* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 HX3043  ___________________________________________________________________
 HX3043  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 HX3043  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HX3043
 HX3043  HORZ ORDER  -  FIRST
 HX3043
 HX3043.The horizontal coordinates were established by classical geodetic methods
 HX3043.and adjusted by the National Geodetic Survey in April 1998..
 HX3043
 HX3043.The orthometric height was scaled from a topographic map.
 HX3043
 HX3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3043
 HX3043.The geoid height was determined by GEOID03.
 HX3043
 HX3043;                    North         East     Units Scale Factor Converg.
 HX3043;SPC WV S     -   151,487.066   548,535.692   MT  0.99993054   -0 21 50.6
 HX3043;UTM  17      - 4,246,301.433   448,552.148   MT  0.99963260   -0 21 55.8
 HX3043
 HX3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3043!SPC WV S     -   0.99995469  x   0.99993054  =   0.99988523
 HX3043!UTM  17      -   0.99995469  x   0.99963260  =   0.99958730
 HX3043
 HX3043|---------------------------------------------------------------------|
 HX3043| PID    Reference Object                     Distance      Geod. Az  |
 HX3043|                                                           dddmmss.s |
 HX3043| DC3700 AIRPORT RM 1                          5.701 METERS 04237     |
 HX3043| DC3699 AIRPORT AZ MK                                      0522539.8 |
 HX3043| DC3701 AIRPORT RM 2                         16.558 METERS 34821     |
 HX3043|---------------------------------------------------------------------|
 HX3043
 HX3043                          SUPERSEDED SURVEY CONTROL
 HX3043
 HX3043  NAD 83(1995)-  38 21 48.28249(N)    081 35 20.04510(W) AD(       ) 1
 HX3043  NAD 83(1986)-  38 21 48.28306(N)    081 35 20.04577(W) AD(       ) 1
 HX3043  NAD 27      -  38 21 47.93200(N)    081 35 20.60200(W) AD(       ) 1
 HX3043
 HX3043.Superseded values are not recommended for survey control.
 HX3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3043.See file dsdata.txt to determine how the superseded data were derived.
 HX3043
 HX3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4855246301(NAD 83)
 HX3043_MARKER: DS = TRIANGULATION STATION DISK
 HX3043_SETTING: 0 = UNSPECIFIED SETTING
 HX3043
 HX3043  HISTORY     - Date     Condition        Report By
 HX3043  HISTORY     - 1944     MONUMENTED       CGS
 HX3043  HISTORY     - 1950     SEE DESCRIPTION  CGS
 HX3043
 HX3043                          STATION DESCRIPTION
 HX3043
 HX3043'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3043'STATION IS LOCATED ABOUT 4 MILES (AIR LINE) E OF THE CITY OF
 HX3043'CHARLESTON, ON A HIGH TREELESS
 HX3043'KNOB, ABOUT 0.8 MILE S OF A SAWMILL.  IT IS SITUATED
 HX3043'ABOUT 25 FEET S OF THE
 HX3043'HIGHEST POINT OF THE KNOB.  IT IS STAMPED
 HX3043'AIRPORT 1944 AND PROJECTS ABOUT 4 INCHES.
 HX3043'
 HX3043'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3043'DISKS SET IN CONCRETE.
 HX3043'
 HX3043'REFERENCE MARK 1 IS STAMPED AIRPORT NO 1 1944 AND PROJECTS
 HX3043'ABOUT 4 INCHES.
 HX3043'
 HX3043'REFERENCE MARK 2 IS STAMPED AIRPORT NO 2 1944 AND PROJECTS
 HX3043'ABOUT 4 INCHES.
 HX3043'
 HX3043'AZIMUTH MARK IS 0.6 MILE (AIR LINE) E OF THE STATION, ON
 HX3043'PROPERTY OWNED BY
 HX3043'H.L. CABELL.  IT IS 27.5 FEET N OF THE CENTER
 HX3043'LINE OF THE ROAD AND 1 FOOT S OF A
 HX3043'WHITE RAIL FENCE.  IT IS NEAR
 HX3043'A 4- BY 4-INCH WHITE WOODEN WITNESS POST.  IT IS
 HX3043'STAMPED AIRPORT
 HX3043'1944 AND PROJECTS ABOUT 4 INCHES.
 HX3043'
 HX3043'TO REACH THE STATION FROM TRAFFIC LIGHT AND LARGE BRICK
 HX3043'CHURCH ON U.S.
 HX3043'HIGHWAY 119 AT SPRING STREET, GO TO BULLITT STREET
 HX3043'AND TURN LEFT, PROCEED ON BULLITT
 HX3043'STREET FOR 0.1 MILE TO A RAILROAD
 HX3043'CROSSING, CROSS THE TRACKS AND TURN LEFT ON A
 HX3043'MACADAM ROAD
 HX3043'AND GO FOR 1.3 MILES TO THREE FORKS AND A LARGE STORE ON THE
 HX3043'RIGHT.  TAKE THE
 HX3043'MIDDLE FORK UP HILL AND GO 0.8 MILE TO ANOTHER FORK, TAKE
 HX3043'THE RIGHT FORK AND GO 0.4
 HX3043'MILE TO A FORKS, TAKE THE RIGHT FORK,
 HX3043'PASSING TO THE RIGHT OF A SAWMILL, AND GO
 HX3043'0.8 MILE TO THE HIGHEST
 HX3043'POINT AND THE STATION.
 HX3043'
 HX3043'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW DIRT ROAD
 HX3043'BACK TO THE ROAD
 HX3043'FORKS AND THE STORE, TURN LEFT AND GO 1.25 MILES
 HX3043'TO A T-ROAD, TURN LEFT AND GO 1.4
 HX3043'MILES TO THE FARM OF H.L. CABELL
 HX3043'AND THE MARK ON THE LEFT.
 HX3043'
 HX3043'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HX3043
 HX3043                          STATION RECOVERY (1950)
 HX3043
 HX3043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RHS)
 HX3043'ORIGINAL STATION MARK, AND ALL REFERENCES WERE DESTROYED DURING THE
 HX3043'CONSTRUCTION OF THE KANAWHA
 HX3043'AIRPORT.  HOWEVER, THE RESIDENT ENGINEER MADE EVERY EFFORT TO
 HX3043'PRESERVE THE POSITION FROM
 HX3043'REFERENCES AT A GREAT DISTANCE FROM THE STATION.
 HX3043'THERE WAS A CUT OF SOMETHING OVER A HUNDRED
 HX3043'FEET IN GRADING AT THE STATION SITE.
 HX3043'IT IS VERY DOUBTFUL THAT THE STATION WAS REESTABLISHED WITHOUT
 HX3043'ERROR, BUT IT IS PROBABLY
 HX3043'STILL AT LEAST OF THIRD-ORDER ACCURACY.  IT IS MARKED AT PRESENT BY
 HX3043'A WOODEN STAKE, WITH FOUR
 HX3043'WOODEN REFERENCES.  THE ORIGINAL CAP WAS RETURNED TO
 HX3043'THIS BUREAU AT THE TIME THE MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3204 ***********************************************************************
 KY3204  DESIGNATION -  AIRPORT
 KY3204  PID         -  KY3204
 KY3204  STATE/COUNTY-  WV/BROOKE
 KY3204  USGS QUAD   -  TILTONSVILLE (1985)
 KY3204
 KY3204                         *CURRENT SURVEY CONTROL
 KY3204  ___________________________________________________________________
 KY3204* NAD 83(1995)-  40 10 43.76816(N)    080 38 20.19432(W)     ADJUSTED  
 KY3204* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 KY3204  ___________________________________________________________________
 KY3204  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 KY3204  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY3204
 KY3204  HORZ ORDER  -  THIRD
 KY3204
 KY3204.This mark is at Wheeling Ohio County Airport (HLG)
 KY3204
 KY3204.The horizontal coordinates were established by classical geodetic methods
 KY3204.and adjusted by the National Geodetic Survey in April 1998..
 KY3204
 KY3204.The orthometric height was scaled from a topographic map.
 KY3204
 KY3204.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3204
 KY3204.The geoid height was determined by GEOID03.
 KY3204
 KY3204;                    North         East     Units Scale Factor Converg.
 KY3204;SPC WV N     -   186,999.197   502,999.295   MT  0.99998724   -0 43 35.0
 KY3204;SPC OH N     -    58,565.680   758,504.747   MT  1.00005848   +1 13 21.4
 KY3204;UTM  17      - 4,447,667.783   530,739.217   MT  0.99961163   +0 13 58.6
 KY3204
 KY3204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3204!SPC WV N     -   0.99994198  x   0.99998724  =   0.99992922
 KY3204!SPC OH N     -   0.99994198  x   1.00005848  =   1.00000045
 KY3204!UTM  17      -   0.99994198  x   0.99961163  =   0.99955363
 KY3204
 KY3204|---------------------------------------------------------------------|
 KY3204| PID    Reference Object                     Distance      Geod. Az  |
 KY3204|                                                           dddmmss.s |
 KY3204| CX3115 AIRPORT RM 1                          8.072 METERS 02841     |
 KY3204| CX3116 AIRPORT RM 2                          6.761 METERS 11236     |
 KY3204| KY3203 AIRPORT BN WHEELING OHIO APT        APPROX. 0.7 KM 2953706.8 |
 KY3204|---------------------------------------------------------------------|
 KY3204
 KY3204                          SUPERSEDED SURVEY CONTROL
 KY3204
 KY3204  NAD 83(1986)-  40 10 43.77383(N)    080 38 20.20109(W) AD(       ) 3
 KY3204  NAD 27      -  40 10 43.51890(N)    080 38 20.93350(W) AD(       ) 3
 KY3204
 KY3204.Superseded values are not recommended for survey control.
 KY3204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3204.See file dsdata.txt to determine how the superseded data were derived.
 KY3204
 KY3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE3073947668(NAD 83)
 KY3204_MARKER: DS = TRIANGULATION STATION DISK
 KY3204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3204_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3204_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3204
 KY3204  HISTORY     - Date     Condition        Report By
 KY3204  HISTORY     - 1963     MONUMENTED       CGS
 KY3204  HISTORY     - 1964     GOOD             CGS
 KY3204  HISTORY     - 1977     GOOD             NGS
 KY3204  HISTORY     - 1979     SEE DESCRIPTION  NGS
 KY3204  HISTORY     - 1981     GOOD             NGS
 KY3204
 KY3204                          STATION DESCRIPTION
 KY3204
 KY3204'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3204'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF WHEELING,
 KY3204'2 1/2 MILES WEST-NORTHWEST OF NORTH LIBERTY, 2-1/4 MILES EAST OF
 KY3204'THE OHIO RIVER, 0.1 MILE NORTH OF THE OHIO-BROOKE COUNTY LINE, ON
 KY3204'A HILL JUST EAST OF THE WHEELING-OHIO COUNTY AIRPORT AND ON THE
 KY3204'PROPERTY OF MR. G.W. BONAR.  IT IS 22 FEET SOUTHWEST OF A RANGE
 KY3204'POLE, 26 FEET SOUTH OF A WITNESS POST AND 34 FEET WEST OF THE
 KY3204'CENTERLINE OF A TRACK ROAD.  THE MONUMENT
 KY3204'PROJECTS 3 INCHES AND THE DISK IS STAMPED AIRPORT 1963.
 KY3204'
 KY3204'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 2
 KY3204'IN WHEELING, GO NORTHERLY ON STATE HIGHWAY 2 FOR 8.55 MILES TO THE
 KY3204'SHORT CREEK POST OFFICE ON THE LEFT AND A SIDE ROAD RIGHT.  TURN
 KY3204'RIGHT AND GO EASTERLY ON A PAVED ROAD FOR 0.25 MILE TO A FORK.
 KY3204'TAKE THE RIGHT AND CONTINUE EASTERLY ON THE PAVED ROAD FOR 0.7
 KY3204'MILE TO A SIDE ROAD LEFT AND A SIGN AIRPORT.  TURN LEFT AND GO
 KY3204'NORTHEASTERLY ON A PAVED ROAD FOR 0.15 TO A REVERSE
 KY3204'Y-FORK.  *CONTINUE EASTERLY ON THE PAVED ROAD FOR 0.25 MILE TO A
 KY3204'GRAVELED SIDE ROAD RIGHT. CONTINUE EAST ON A GRAVELED ROAD UP A
 KY3204'HILL FOR 0.2 MILE TO A TRACK ROAD RIGHT ABOUT 100 FEET WEST OF A
 KY3204'LARGE WHITE HOUSE.  TURN RIGHT AND GO SOUTHWEST ON THE TRACK ROAD
 KY3204'FOR 0.15 MILE TO THE STATION ON THE RIGHT AT THE TOP OF A HILL.
 KY3204'
 KY3204'REFERENCE MARK 1 IS 2 FEET NORTHWEST OF THE WITNESS POST, 18 FEET
 KY3204'NORTHWEST OF THE RANGE POLE AND 34 FEET WEST OF THE CENTERLINE OF
 KY3204'THE TRACK ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 KY3204'STAMPED AIRPORT NO 1 1963.
 KY3204'
 KY3204'REFERENCE MARK 2 IS 12 FEET WEST OF THE TRACK ROAD, 31 FEET SOUTH
 KY3204'OF THE WITNESS POST AND 15 FEET SOUTH OF THE RANGE POLE.  THE
 KY3204'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED AIRPORT NO 2 1963.
 KY3204'
 KY3204'JJS 44 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 KY3204'CEMENTED IN THE TOP OF A 6 X 6 INCH CONCRETE POST.  IT IS 8 FEET
 KY3204'NORTH OF A FLAG POLE, 14 FEET WEST OF A CONCRETE CURB, 10 FEET
 KY3204'SOUTH OF A CONCRETE CURB AND 34 FEET EAST OF THE NORTHEAST CORNER
 KY3204'OF THE AIRPORT CONTROL BUILDING.
 KY3204'
 KY3204'*TO REACH JJS 44 (USGS) FROM THIS POINT, TURN SHARP RIGHT AND GO
 KY3204'WEST FOR 0.1 MILE TO THE MARK ON THE LEFT AT THE EAST END OF THE
 KY3204'AIRPORT CONTROL BUILDING.
 KY3204'
 KY3204'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KY3204
 KY3204                          STATION RECOVERY (1964)
 KY3204
 KY3204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ETO)
 KY3204'STATION, REFERENCE MARKS, AND JJS 44 (USGS) WERE RECOVERED IN GOOD
 KY3204'CONDITION.  THE PREVIOUS DESCRIPTION BY V.B.M. IS ADEQUATE AND
 KY3204'COMPLETE FOR LOCATING THE STATION.
 KY3204
 KY3204                          STATION RECOVERY (1977)
 KY3204
 KY3204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 KY3204'RM 1, RM 2 RECOVERED IN GOOD CONDITION.
 KY3204'
 KY3204'STATION MARK IS GONE.  CONCRETE MONUMENT REMAINS.
 KY3204'
 KY3204'RANGE POLE AND WITNESS POST IN DESCRIPTION ARE GONE.
 KY3204'
 KY3204'BM JJS 44 (USGS) IS NOT VISIBLE FROM TRIPOD DUE TO TREE GROWTH.
 KY3204'
 KY3204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI NNE OF
 KY3204'WHEELING.
 KY3204
 KY3204                          STATION RECOVERY (1979)
 KY3204
 KY3204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KY3204'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 ALONG WITH THE
 KY3204'AZIMUTH MARK WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 KY3204'SURFACE STATION MARK WAS FOUND WITH THE TOP BROKEN AND THE DISK
 KY3204'GONE.  A NEW SURFACE STATION MARK WAS SET HOLDING THE UNDERGROUND
 KY3204'POINT.  A METAL WITNESS POST WAS SET 1 FOOT SOUTHWEST OF THE STATION
 KY3204'MARK.  THE STATION WAS NOT OCCUPIED AT THIS TIME DUE TO THE ENTIRE
 KY3204'AREA BEING COVERED BY POISON IVY.
 KY3204
 KY3204                          STATION RECOVERY (1981)
 KY3204
 KY3204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 KY3204'THE STATION DISK, STAMPED AIRPORT 1963 1979 WAS RECOVERED IN GOOD
 KY3204'CONDITION.  NO DESCRIPTION OF THE RESET STATION WAS AVAILABLE.
 KY3204'
 KY3204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 KY3204'WEST-NORTHWEST OF NORTH LIBERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3203 ***********************************************************************
 KY3203  DESIGNATION -  AIRPORT BN WHEELING OHIO APT
 KY3203  PID         -  KY3203
 KY3203  STATE/COUNTY-  WV/BROOKE
 KY3203  USGS QUAD   -  TILTONSVILLE (1985)
 KY3203
 KY3203                         *CURRENT SURVEY CONTROL
 KY3203  ___________________________________________________________________
 KY3203* NAD 83(1995)-  40 10 53.44493(N)    080 38 46.50680(W)     ADJUSTED  
 KY3203* NAVD 88     -                                                        
 KY3203  ___________________________________________________________________
 KY3203  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 KY3203  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY3203
 KY3203  HORZ ORDER  -  THIRD
 KY3203
 KY3203.This mark is at Wheeling Ohio County Airport (HLG)
 KY3203
 KY3203.The horizontal coordinates were established by classical geodetic methods
 KY3203.and adjusted by the National Geodetic Survey in April 1998..
 KY3203
 KY3203
 KY3203.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3203
 KY3203.The geoid height was determined by GEOID03.
 KY3203
 KY3203;                    North         East     Units Scale Factor Converg.
 KY3203;SPC WV N     -   187,305.556   502,380.647   MT  0.99998769   -0 43 51.8
 KY3203;SPC OH N     -    58,850.842   757,875.994   MT  1.00005776   +1 13 04.2
 KY3203;UTM  17      - 4,447,963.630   530,115.761   MT  0.99961116   +0 13 41.7
 KY3203
 KY3203                          SUPERSEDED SURVEY CONTROL
 KY3203
 KY3203  NAD 83(1986)-  40 10 53.45047(N)    080 38 46.51324(W) AD(       ) 4
 KY3203  NAD 27      -  40 10 53.19600(N)    080 38 47.24400(W) AD(       ) 3
 KY3203
 KY3203.Superseded values are not recommended for survey control.
 KY3203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3203.See file dsdata.txt to determine how the superseded data were derived.
 KY3203
 KY3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE3011647964(NAD 83)
 KY3203_MARKER: 21 = AIRPORT BEACON
 KY3203
 KY3203  HISTORY     - Date     Condition        Report By
 KY3203  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3203  HISTORY     - 1964     GOOD             CGS
 KY3203  HISTORY     - 1977     GOOD             NGS
 KY3203  HISTORY     - 1981     GOOD             NGS
 KY3203
 KY3203                          STATION DESCRIPTION
 KY3203
 KY3203'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3203'THE STATION IS THE CENTER OF THE REVOLVING LIGHT LOCATED ON THE
 KY3203'TOP OF THE CONTROL TOWER AT THE NORTH SIDE OF THE AIRPORT.  IT IS
 KY3203'A REVOLVING WHITE AND GREEN LIGHT ABOUT 60 FEET HIGH.  IT
 KY3203'IS OWNED AND OPERATED BY THE WHEELING OHIO-COUNTY AIRPORT AUTHORITY.
 KY3203
 KY3203                          STATION RECOVERY (1964)
 KY3203
 KY3203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ETO)
 KY3203'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS
 KY3203'DESCRIPTION BY V.B.M. IS ADEQUATE AND COMPLETE FOR LOCATING THE
 KY3203'STATION.
 KY3203
 KY3203                          STATION RECOVERY (1977)
 KY3203
 KY3203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 KY3203'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KY3203'
 KY3203'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AIRPORT.
 KY3203
 KY3203                          STATION RECOVERY (1981)
 KY3203
 KY3203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 KY3203'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KY3203'
 KY3203'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.1 MILES EAST
 KY3203'OF SHORT CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1357 ***********************************************************************
 JW1357  DESIGNATION -  AIRPORT TWR MORGANTOWN APT
 JW1357  PID         -  JW1357
 JW1357  STATE/COUNTY-  WV/MONONGALIA
 JW1357  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1357
 JW1357                         *CURRENT SURVEY CONTROL
 JW1357  ___________________________________________________________________
 JW1357* NAD 83(1995)-  39 38 35.40266(N)    079 55 11.36825(W)     ADJUSTED  
 JW1357* NAVD 88     -                                                        
 JW1357  ___________________________________________________________________
 JW1357  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 JW1357  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JW1357
 JW1357  HORZ ORDER  -  THIRD
 JW1357
 JW1357.This mark is at Morgantown Mun Walter L Bill Hart Fld Airport (MGW)
 JW1357
 JW1357.The horizontal coordinates were established by classical geodetic methods
 JW1357.and adjusted by the National Geodetic Survey in April 1998..
 JW1357.No horizontal observational check was made to the station.
 JW1357
 JW1357
 JW1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1357
 JW1357.The geoid height was determined by GEOID03.
 JW1357
 JW1357;                    North         East     Units Scale Factor Converg.
 JW1357;SPC WV N     -   126,995.507   563,965.920   MT  0.99994079   -0 16 03.9
 JW1357;SPC PA S     -    36,690.852   413,757.384   MT  1.00005803   -1 24 28.0
 JW1357;SPC PA S     -   120,376.57  1,357,469.02   sFT  1.00005803   -1 24 28.0
 JW1357;UTM  17      - 4,388,710.945   592,682.631   MT  0.99970576   +0 41 21.1
 JW1357
 JW1357                          SUPERSEDED SURVEY CONTROL
 JW1357
 JW1357  NAD 83(1986)-  39 38 35.40931(N)    079 55 11.37503(W) AD(       ) 4
 JW1357  NAD 27      -  39 38 35.11770(N)    079 55 12.15354(W) AD(       ) 3
 JW1357
 JW1357.Superseded values are not recommended for survey control.
 JW1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1357.See file dsdata.txt to determine how the superseded data were derived.
 JW1357
 JW1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9268388711(NAD 83)
 JW1357_MARKER: 58 = CONTROL TOWER
 JW1357
 JW1357  HISTORY     - Date     Condition        Report By
 JW1357  HISTORY     - 1975     FIRST OBSERVED   NGS
 JW1357
 JW1357                          STATION DESCRIPTION
 JW1357
 JW1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 JW1357'THE STATION, MORGANTOWN, MUNICIPAL AIRPORT CONTROL TOWER, IS
 JW1357'THE DETERMINED TOP CENTER OF A FIVE SIDED STRUCTURE, PAINTED
 JW1357'WHITE AND BLACK, WITH A GLASS ENCLOSED OBSERVATION ROOM AT THE
 JW1357'TOP AND AN OVERALL HEIGHT OF ABOUT 60 FEET.
 JW1357'
 JW1357'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF MORGANTOWN AT
 JW1357'THE MUNICIPAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3439 ***********************************************************************
 HW3439  DESIGNATION -  AIRWAY BCN 29 PETERSBURG APT
 HW3439  PID         -  HW3439
 HW3439  STATE/COUNTY-  WV/GRANT
 HW3439  USGS QUAD   -  PETERSBURG WEST (1995)
 HW3439
 HW3439                         *CURRENT SURVEY CONTROL
 HW3439  ___________________________________________________________________
 HW3439* NAD 83(1995)-  38 59 29.57121(N)    079 08 15.26057(W)     ADJUSTED  
 HW3439* NAVD 88     -                                                        
 HW3439  ___________________________________________________________________
 HW3439  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 HW3439  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HW3439
 HW3439  HORZ ORDER  -  THIRD
 HW3439
 HW3439.This mark is at Grant County Airport (W99)
 HW3439
 HW3439.The horizontal coordinates were established by classical geodetic methods
 HW3439.and adjusted by the National Geodetic Survey in April 1998..
 HW3439
 HW3439
 HW3439.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3439
 HW3439.The geoid height was determined by GEOID03.
 HW3439
 HW3439;                    North         East     Units Scale Factor Converg.
 HW3439;SPC WV N     -    54,633.661   631,399.502   MT  1.00000161   +0 13 52.1
 HW3439;UTM  17      - 4,317,488.396   661,296.039   MT  0.99992036   +1 10 19.6
 HW3439
 HW3439                          SUPERSEDED SURVEY CONTROL
 HW3439
 HW3439  NAD 83(1995)-  38 59 29.57698(N)    079 08 15.27241(W) AD(       ) 4
 HW3439  NAD 83(1986)-  38 59 29.57713(N)    079 08 15.27227(W) AD(       ) 4
 HW3439  NAD 27      -  38 59 29.18000(N)    079 08 16.14600(W) AD(       ) 3
 HW3439
 HW3439.Superseded values are not recommended for survey control.
 HW3439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3439.See file dsdata.txt to determine how the superseded data were derived.
 HW3439
 HW3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6129617488(NAD 83)
 HW3439_MARKER: 22 = AIRWAY BEACON
 HW3439
 HW3439  HISTORY     - Date     Condition        Report By
 HW3439  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3439
 HW3439                          STATION DESCRIPTION
 HW3439
 HW3439'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3439'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF PETERSBURG,
 HW3439'AT THE AIRPORT.
 HW3439'
 HW3439'THE BEACON IS A STANDARD FOUR LEGGED STEEL TOWER ABOUT 50 FEET HIGH
 HW3439'WITH A REVOLVING GREEN LIGHT ON
 HW3439'TOP.  IT IS 45.290 FEET, 13.803 METERS SOUTHEAST OF TRIANGULATION
 HW3439'STATION BEAMS.  THE CENTER OF THE BASE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2936 ***********************************************************************
 HX2936  DESIGNATION -  AIRWAY BEACON 21
 HX2936  PID         -  HX2936
 HX2936  STATE/COUNTY-  WV/BRAXTON
 HX2936  USGS QUAD   -  SUTTON (1976)
 HX2936
 HX2936                         *CURRENT SURVEY CONTROL
 HX2936  ___________________________________________________________________
 HX2936* NAD 83(1995)-  38 40 51.18546(N)    080 39 37.43099(W)     ADJUSTED  
 HX2936* NAVD 88     -                                                        
 HX2936  ___________________________________________________________________
 HX2936  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 HX2936  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HX2936
 HX2936  HORZ ORDER  -  THIRD
 HX2936
 HX2936.The horizontal coordinates were established by classical geodetic methods
 HX2936.and adjusted by the National Geodetic Survey in April 1998..
 HX2936
 HX2936
 HX2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2936
 HX2936.The geoid height was determined by GEOID03.
 HX2936
 HX2936;                    North         East     Units Scale Factor Converg.
 HX2936;SPC WV S     -   186,617.504   629,549.075   MT  0.99996314   +0 12 35.8
 HX2936;UTM  17      - 4,281,419.714   529,538.448   MT  0.99961074   +0 12 44.1
 HX2936
 HX2936                          SUPERSEDED SURVEY CONTROL
 HX2936
 HX2936  NAD 83(1986)-  38 40 51.19199(N)    080 39 37.44257(W) AD(       ) 4
 HX2936  NAD 27      -  38 40 50.83300(N)    080 39 38.18600(W) AD(       ) 3
 HX2936
 HX2936.Superseded values are not recommended for survey control.
 HX2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2936.See file dsdata.txt to determine how the superseded data were derived.
 HX2936
 HX2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC2953881420(NAD 83)
 HX2936_MARKER: 22 = AIRWAY BEACON
 HX2936
 HX2936  HISTORY     - Date     Condition        Report By
 HX2936  HISTORY     - 1941     FIRST OBSERVED   CGS
 HX2936
 HX2936                          STATION DESCRIPTION
 HX2936
 HX2936'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2927 ***********************************************************************
 HX2927  DESIGNATION -  AIRWAY BEACON 22
 HX2927  PID         -  HX2927
 HX2927  STATE/COUNTY-  WV/BRAXTON
 HX2927  USGS QUAD   -  NEWVILLE (1976)
 HX2927
 HX2927                         *CURRENT SURVEY CONTROL
 HX2927  ___________________________________________________________________
 HX2927* NAD 83(1995)-  38 42 21.11297(N)    080 34 20.65230(W)     ADJUSTED  
 HX2927* NAVD 88     -                                                        
 HX2927  ___________________________________________________________________
 HX2927  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 HX2927  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX2927
 HX2927  HORZ ORDER  -  THIRD
 HX2927
 HX2927.The horizontal coordinates were established by classical geodetic methods
 HX2927.and adjusted by the National Geodetic Survey in April 1998..
 HX2927
 HX2927
 HX2927.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2927
 HX2927.The geoid height was determined by GEOID03.
 HX2927
 HX2927;                    North         East     Units Scale Factor Converg.
 HX2927;SPC WV S     -   189,422.072   637,192.665   MT  0.99996701   +0 15 51.6
 HX2927;UTM  17      - 4,284,223.653   537,179.223   MT  0.99961702   +0 16 02.6
 HX2927
 HX2927                          SUPERSEDED SURVEY CONTROL
 HX2927
 HX2927  NAD 83(1986)-  38 42 21.11930(N)    080 34 20.66339(W) AD(       ) 4
 HX2927  NAD 27      -  38 42 20.75900(N)    080 34 21.33600(W) AD(       ) 3
 HX2927
 HX2927.Superseded values are not recommended for survey control.
 HX2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2927.See file dsdata.txt to determine how the superseded data were derived.
 HX2927
 HX2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC3717984224(NAD 83)
 HX2927_MARKER: 22 = AIRWAY BEACON
 HX2927
 HX2927  HISTORY     - Date     Condition        Report By
 HX2927  HISTORY     - 1941     FIRST OBSERVED   CGS
 HX2927  HISTORY     - 1956     GOOD             CGS
 HX2927
 HX2927                          STATION DESCRIPTION
 HX2927
 HX2927'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX2927'STATION IS LOCATED ABOUT 8 MILES EAST NORTHEAST OF SUTTON AND
 HX2927'ABOUT 6 MILES
 HX2927'NORTH OF CENTRALIA ON A HIGH HILL KNOWN LOCALLY AS HIGH KNOB.
 HX2927'STATION IS CONSTRUCTED OF STEEL,
 HX2927'WITH FOUR LEGS AND ABOUT 40 FEET HIGH. THE POINT INTERSECTED WAS
 HX2927'THE ROTATING WHITE LIGHT.
 HX2927'
 HX2927'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE
 HX2927'HIGHWAY 4, AT THE FORD GARAGE IN
 HX2927'THE NORTHEAST EDGE OF SUTTON, GO NORTHEASTERLY ON U.S. HIGHWAY 19 AND
 HX2927'STATE HIGHWAY 4 FOR 3.1 MILES TO A
 HX2927'SIDE ROAD RIGHT BETWEEN GROCERY STORE AND SERVICE STATION.
 HX2927'TURN RIGHT AND GO EASTERLY ON BLACKTOP ROAD FOR
 HX2927'7.2 MILES TO END OF SURFACED ROAD AND
 HX2927'FORKS.  KEEP STRAIGHT AHEAD ON LEFT FORK FOR 1.6 MILES TO SIDE
 HX2927'ROAD LEFT.  TURN SHARP LEFT UP
 HX2927'HILL FOR 0.15 MILE TO CHURCH ON LEFT AND ETT.  PACK UP TRAIL OPPOSITE
 HX2927'CHURCH FOR ABOUT 150 YARDS TO STATION
 HX2927'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2865 ***********************************************************************
 HX2865  DESIGNATION -  AIRWAY BEACON 23
 HX2865  PID         -  HX2865
 HX2865  STATE/COUNTY-  WV/UPSHUR
 HX2865  USGS QUAD   -  ROCK CAVE (1966)
 HX2865
 HX2865                         *CURRENT SURVEY CONTROL
 HX2865  ___________________________________________________________________
 HX2865* NAD 83(1995)-  38 46 40.52262(N)    080 15 13.07875(W)     ADJUSTED  
 HX2865* NAVD 88     -                                                        
 HX2865  ___________________________________________________________________
 HX2865  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 HX2865  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 HX2865
 HX2865  HORZ ORDER  -  THIRD
 HX2865
 HX2865.The horizontal coordinates were established by classical geodetic methods
 HX2865.and adjusted by the National Geodetic Survey in April 1998..
 HX2865
 HX2865
 HX2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2865
 HX2865.The geoid height was determined by GEOID03.
 HX2865
 HX2865;                    North         East     Units Scale Factor Converg.
 HX2865;SPC WV S     -   197,596.423   664,854.666   MT  0.99997924   +0 27 41.0
 HX2865;UTM  17      - 4,292,397.398   564,831.170   MT  0.99965176   +0 28 02.9
 HX2865
 HX2865                          SUPERSEDED SURVEY CONTROL
 HX2865
 HX2865  NAD 83(1986)-  38 46 40.52880(N)    080 15 13.09080(W) AD(       ) 4
 HX2865  NAD 27      -  38 46 40.15700(N)    080 15 13.80200(W) AD(       ) 3
 HX2865
 HX2865.Superseded values are not recommended for survey control.
 HX2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2865.See file dsdata.txt to determine how the superseded data were derived.
 HX2865
 HX2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC6483192397(NAD 83)
 HX2865_MARKER: 22 = AIRWAY BEACON
 HX2865
 HX2865  HISTORY     - Date     Condition        Report By
 HX2865  HISTORY     - 1941     FIRST OBSERVED   CGS
 HX2865
 HX2865                          STATION DESCRIPTION
 HX2865
 HX2865'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2865'THIS IS AN INTERSECTION STATION
 HX2865'
 HX2865'STATION IS THE AIRWAY BEACON NO. 23 ON THE LINE WASHINGTON, D. C. TO
 HX2865'CINCINNATI, OHIO, LOCATED
 HX2865'ABOUT 2 MILES WEST-SOUTHWEST OF ALEXANDER, WEST VIRGINIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3598 ***********************************************************************
 HW3598  DESIGNATION -  AIRWAY BEACON 25
 HW3598  PID         -  HW3598
 HW3598  STATE/COUNTY-  WV/RANDOLPH
 HW3598  USGS QUAD   -  BEVERLY WEST (1995)
 HW3598
 HW3598                         *CURRENT SURVEY CONTROL
 HW3598  ___________________________________________________________________
 HW3598* NAD 83(1995)-  38 52 20.01806(N)    079 55 36.66087(W)     ADJUSTED  
 HW3598* NAVD 88     -                                                        
 HW3598  ___________________________________________________________________
 HW3598  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 HW3598  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HW3598
 HW3598  HORZ ORDER  -  THIRD
 HW3598
 HW3598.This mark is at Elkins-Randolph Co-Jennings Randolph Fld Airport (EKN)
 HW3598
 HW3598.The horizontal coordinates were established by classical geodetic methods
 HW3598.and adjusted by the National Geodetic Survey in April 1998..
 HW3598
 HW3598
 HW3598.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3598
 HW3598.The geoid height was determined by GEOID03.
 HW3598
 HW3598;                    North         East     Units Scale Factor Converg.
 HW3598;SPC WV S     -   208,343.243   693,127.771   MT  0.99999765   +0 39 48.3
 HW3598;SPC WV N     -    41,411.899   562,956.241   MT  1.00002661   -0 16 20.0
 HW3598;UTM  17      - 4,303,144.839   593,093.987   MT  0.99970672   +0 40 24.8
 HW3598
 HW3598                          SUPERSEDED SURVEY CONTROL
 HW3598
 HW3598  NAD 83(1995)-  38 52 20.02410(N)    079 55 36.67272(W) AD(       ) 4
 HW3598  NAD 83(1986)-  38 52 20.02433(N)    079 55 36.67320(W) AD(       ) 4
 HW3598  NAD 27      -  38 52 19.64400(N)    079 55 37.41500(W) AD(       ) 3
 HW3598
 HW3598.Superseded values are not recommended for survey control.
 HW3598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3598.See file dsdata.txt to determine how the superseded data were derived.
 HW3598
 HW3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9309403145(NAD 83)
 HW3598_MARKER: 22 = AIRWAY BEACON
 HW3598
 HW3598  HISTORY     - Date     Condition        Report By
 HW3598  HISTORY     - 1941     FIRST OBSERVED   CGS
 HW3598  HISTORY     - 1956     GOOD             CGS
 HW3598  HISTORY     - 1964     GOOD             CGS
 HW3598
 HW3598                          STATION DESCRIPTION
 HW3598
 HW3598'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HW3598'THIS IS AN INTERSECTION STATION
 HW3598'
 HW3598'STATION IS THE AIRWAY BEACON NO. 25 OF THE LINE WASHINGTON, D.C. TO
 HW3598'CINCINNATI, OHIO LOCATED
 HW3598'ABOUT 6 MILES SOUTHWEST OF ELKINS, W. VA.
 HW3598
 HW3598                          STATION RECOVERY (1956)
 HW3598
 HW3598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3598'THE STATION IS LOCATED ABOUT 10-1/2 MILES AIRLINE SOUTH OF
 HW3598'BELINGTON, 5-1/2
 HW3598'MILES AIRLINE SOUTHWEST OF ELKINS ON A HIGH TIMBERED RIDGE.
 HW3598'
 HW3598'THE BEACON IS A LIGHT (FLASHING THE LETTER R) MOUNTED ON TOP OF A
 HW3598'FOUR LEGGED STEEL STRUCTURE
 HW3598'ABOUT 60 FEET HIGH.  THE LIGHT ON TOP WAS INTERSECTED.
 HW3598
 HW3598                          STATION RECOVERY (1964)
 HW3598
 HW3598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 HW3598'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3565 ***********************************************************************
 HW3565  DESIGNATION -  AIRWAY BEACON 26
 HW3565  PID         -  HW3565
 HW3565  STATE/COUNTY-  WV/RANDOLPH
 HW3565  USGS QUAD   -  BOWDEN (1995)
 HW3565
 HW3565                         *CURRENT SURVEY CONTROL
 HW3565  ___________________________________________________________________
 HW3565* NAD 83(1995)-  38 56 13.96614(N)    079 42 38.38120(W)     ADJUSTED  
 HW3565* NAVD 88     -                                                        
 HW3565  ___________________________________________________________________
 HW3565  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 HW3565  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HW3565
 HW3565  HORZ ORDER  -  THIRD
 HW3565
 HW3565.The horizontal coordinates were established by classical geodetic methods
 HW3565.and adjusted by the National Geodetic Survey in April 1998..
 HW3565
 HW3565
 HW3565.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3565
 HW3565.The geoid height was determined by GEOID03.
 HW3565
 HW3565;                    North         East     Units Scale Factor Converg.
 HW3565;SPC WV S     -   215,795.973   711,787.135   MT  1.00001192   +0 47 49.4
 HW3565;SPC WV N     -    48,559.737   581,734.828   MT  1.00001246   -0 08 03.7
 HW3565;UTM  17      - 4,310,599.325   611,746.695   MT  0.99975376   +0 48 37.4
 HW3565
 HW3565                          SUPERSEDED SURVEY CONTROL
 HW3565
 HW3565  NAD 83(1986)-  38 56 13.97271(N)    079 42 38.39400(W) AD(       ) 4
 HW3565  NAD 27      -  38 56 13.58800(N)    079 42 39.17300(W) AD(       ) 3
 HW3565
 HW3565.Superseded values are not recommended for survey control.
 HW3565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3565.See file dsdata.txt to determine how the superseded data were derived.
 HW3565
 HW3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1174710599(NAD 83)
 HW3565_MARKER: 22 = AIRWAY BEACON
 HW3565
 HW3565  HISTORY     - Date     Condition        Report By
 HW3565  HISTORY     - 1941     FIRST OBSERVED   CGS
 HW3565  HISTORY     - 1956     GOOD             CGS
 HW3565
 HW3565                          STATION DESCRIPTION
 HW3565
 HW3565'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HW3565'THIS INTERSECTION STATION IS THE AIRWAY BEACON NO. 26 OF THE LINE
 HW3565'WASHINGTON, D.C.
 HW3565'TO CINCINNATI, OHIO, LOCATED 7 MILES E OF ELKINS, W. VA.
 HW3565
 HW3565                          STATION RECOVERY (1956)
 HW3565
 HW3565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3565'THE STATION IS LOCATED ABOUT 6-1/2 MILES AIRLINE EAST NORTHEAST
 HW3565'OF ELKINS, 4-3/4
 HW3565'MILES AIRLINE WEST NORTHWEST OF ALPENA AND ABOUT 1 MILE NORTH OF
 HW3565'STATE HIGHWAY 33.
 HW3565'
 HW3565'THE BEACON IS A STANDARD STEEL CONSTRUCTED TOWER WITH THE BEACON
 HW3565'MOUNTED ON TOP AND IS ABOUT 75
 HW3565'FEET HIGH.  THE BEACON FLASHES THE LETTER K.  IT IS 10.75 METERS,
 HW3565'35.27 FEET SOUTH SOUTHEAST OF
 HW3565'TRIANGULATION STATION STUARTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3466 ***********************************************************************
 HW3466  DESIGNATION -  AIRWAY BEACON 28
 HW3466  PID         -  HW3466
 HW3466  STATE/COUNTY-  WV/RANDOLPH
 HW3466  USGS QUAD   -  HOPEVILLE (1981)
 HW3466
 HW3466                         *CURRENT SURVEY CONTROL
 HW3466  ___________________________________________________________________
 HW3466* NAD 83(1995)-  38 57 52.90725(N)    079 21 29.40572(W)     ADJUSTED  
 HW3466* NAVD 88     -                                                        
 HW3466  ___________________________________________________________________
 HW3466  LAPLACE CORR-          -6.84  (seconds)                    DEFLEC99
 HW3466  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HW3466
 HW3466  HORZ ORDER  -  THIRD
 HW3466
 HW3466.The horizontal coordinates were established by classical geodetic methods
 HW3466.and adjusted by the National Geodetic Survey in April 1998..
 HW3466
 HW3466
 HW3466.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3466
 HW3466.The geoid height was determined by GEOID03.
 HW3466
 HW3466;                    North         East     Units Scale Factor Converg.
 HW3466;SPC WV S     -   219,329.890   742,291.799   MT  1.00001835   +1 00 53.9
 HW3466;SPC WV N     -    51,599.139   612,292.556   MT  1.00000686   +0 05 25.6
 HW3466;UTM  17      - 4,314,140.713   642,243.828   MT  0.99984915   +1 01 57.4
 HW3466
 HW3466                          SUPERSEDED SURVEY CONTROL
 HW3466
 HW3466  NAD 83(1995)-  38 57 52.91452(N)    079 21 29.41512(W) AD(       ) 4
 HW3466  NAD 83(1986)-  38 57 52.91592(N)    079 21 29.41599(W) AD(       ) 4
 HW3466  NAD 27      -  38 57 52.51800(N)    079 21 30.25200(W) AD(       ) 3
 HW3466
 HW3466.Superseded values are not recommended for survey control.
 HW3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3466.See file dsdata.txt to determine how the superseded data were derived.
 HW3466
 HW3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD4224414141(NAD 83)
 HW3466_MARKER: 22 = AIRWAY BEACON
 HW3466
 HW3466  HISTORY     - Date     Condition        Report By
 HW3466  HISTORY     - 1941     FIRST OBSERVED   CGS
 HW3466  HISTORY     - 1956     GOOD             CGS
 HW3466
 HW3466                          STATION DESCRIPTION
 HW3466
 HW3466'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HW3466'THIS INTERSECTION STATION IS THE AIRWAY BEACON NO. 28 ON
 HW3466'THE LINE
 HW3466'WASHINGTON, D.C. TO CINCINNATI, OHIO, LOCATED ABOUT 13 MILES
 HW3466'W OF PETERSBURG, WEST VIRGINIA.
 HW3466
 HW3466                          STATION RECOVERY (1956)
 HW3466
 HW3466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3466'THE STATION IS LOCATED ABOUT 13-1/2 MILES AIRLINE WEST SOUTHWEST
 HW3466'OF PETERSBURG, 9
 HW3466'MILES AIRLINE NORTH OF MOUTH OF SENECA, 3 MILES AIRLINE EAST
 HW3466'SOUTHEAST OF LANEVILLE ON A TIMBER COVERED MOUNTAIN.
 HW3466'
 HW3466'THE BEACON IS A REVOLVING LIGHT MOUNTED ON TOP OF A FOUR LEGGED STEEL
 HW3466'STRUCTURE ABOUT 75 FEET
 HW3466'HIGH.  THE RED LIGHT FLASHES THE LETTER B.  THE CENTER OF THE TOWER
 HW3466'WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3424 ***********************************************************************
 HW3424  DESIGNATION -  AIRWAY BEACON 31
 HW3424  PID         -  HW3424
 HW3424  STATE/COUNTY-  WV/HARDY
 HW3424  USGS QUAD   -  LOST RIVER STATE PARK (1994)
 HW3424
 HW3424                         *CURRENT SURVEY CONTROL
 HW3424  ___________________________________________________________________
 HW3424* NAD 83(1995)-  38 58 57.53147(N)    078 54 30.24661(W)     ADJUSTED  
 HW3424* NAVD 88     -      1010.     (meters)    3314.     (feet)  VERTCON   
 HW3424  ___________________________________________________________________
 HW3424  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 HW3424  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HW3424
 HW3424  HORZ ORDER  -  THIRD
 HW3424
 HW3424.The horizontal coordinates were established by classical geodetic methods
 HW3424.and adjusted by the National Geodetic Survey in April 1998..
 HW3424
 HW3424.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3424
 HW3424.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3424
 HW3424.The geoid height was determined by GEOID03.
 HW3424
 HW3424;                    North         East     Units Scale Factor Converg.
 HW3424;SPC WV N     -    53,751.075   651,260.337   MT  1.00000333   +0 22 38.3
 HW3424;UTM  17      - 4,316,931.742   681,167.864   MT  1.00000417   +1 18 58.1
 HW3424
 HW3424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3424!SPC WV N     -   0.99984663  x   1.00000333  =   0.99984996
 HW3424!UTM  17      -   0.99984663  x   1.00000417  =   0.99985080
 HW3424
 HW3424                          SUPERSEDED SURVEY CONTROL
 HW3424
 HW3424  NAD 83(1995)-  38 58 57.53478(N)    078 54 30.25001(W) AD(       ) 4
 HW3424  NAD 83(1986)-  38 58 57.53603(N)    078 54 30.25268(W) AD(       ) 4
 HW3424  NAD 27      -  38 58 57.14000(N)    078 54 31.16400(W) AD(       ) 3
 HW3424  NGVD 29 (07/19/86) 1010.     (m)         3314.     (f) VERT ANG       
 HW3424
 HW3424.Superseded values are not recommended for survey control.
 HW3424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3424.See file dsdata.txt to determine how the superseded data were derived.
 HW3424
 HW3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD8116816932(NAD 83)
 HW3424_MARKER: 22 = AIRWAY BEACON
 HW3424
 HW3424  HISTORY     - Date     Condition        Report By
 HW3424  HISTORY     - 1941     FIRST OBSERVED   CGS
 HW3424  HISTORY     - 1956     GOOD             CGS
 HW3424
 HW3424                          STATION DESCRIPTION
 HW3424
 HW3424'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HW3424'THIS IS AN INTERSECTION STATION
 HW3424'
 HW3424'STATION IS THE AIRWAY BEACON NO. 31 ON THE LINE WASHINTON, D. C. TO
 HW3424'CINCINNATI, OHIO, LOCATED ABOUT 12
 HW3424'MILES EAST OF THE TOWN OF PETERSBURG, WEST VIRGINIA.
 HW3424
 HW3424                          STATION RECOVERY (1956)
 HW3424
 HW3424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3424'THE STATION IS LOCATED ABOUT 12-1/2 MILES AIRLINE EAST OF
 HW3424'PETERSBURG, 6-1/2
 HW3424'MILES AIRLINE SOUTH SOUTHEAST OF MOOREFIELD, AND 8 MILES AIRLINE
 HW3424'SOUTHWEST OF NEEDMORE.
 HW3424'
 HW3424'THE BEACON IS A STANDARD FOUR LEGGED STEEL TOWER ABOUT 60 FEET HIGH
 HW3424'WITH A REVOLVING LIGHT
 HW3424'ON TOP.  THE REVOLVING LIGHT WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2286 ***********************************************************************
 HY2286  DESIGNATION -  AKERS
 HY2286  PID         -  HY2286
 HY2286  STATE/COUNTY-  WV/WAYNE
 HY2286  USGS QUAD   -  BURNAUGH (1989)
 HY2286
 HY2286                         *CURRENT SURVEY CONTROL
 HY2286  ___________________________________________________________________
 HY2286* NAD 83(1995)-  38 22 17.36199(N)    082 35 20.01399(W)     ADJUSTED  
 HY2286* NAVD 88     -       202.3    (meters)     664.     (feet)  VERTCON   
 HY2286  ___________________________________________________________________
 HY2286  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 HY2286  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HY2286
 HY2286  HORZ ORDER  -  SECOND
 HY2286
 HY2286.The horizontal coordinates were established by classical geodetic methods
 HY2286.and adjusted by the National Geodetic Survey in April 1998..
 HY2286
 HY2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2286
 HY2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2286
 HY2286.The geoid height was determined by GEOID03.
 HY2286
 HY2286;                    North         East     Units Scale Factor Converg.
 HY2286;SPC WV S     -   153,410.447   461,166.954   MT  0.99993099   -0 58 56.1
 HY2286;SPC KY1Z     - 1,230,880.881 1,776,172.592   MT  0.99994220   +1 56 26.9
 HY2286;SPC KY1Z     - 4,038,315.02  5,827,326.25   sFT  0.99994220   +1 56 26.9
 HY2286;SPC KY N     -    98,041.477   645,146.901   MT  0.99996347   +1 01 60.0
 HY2286;SPC KY N     -   321,657.75  2,116,619.46   sFT  0.99996347   +1 01 60.0
 HY2286;UTM  17      - 4,248,228.692   361,201.987   MT  0.99983725   -0 59 11.3
 HY2286
 HY2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2286!SPC WV S     -   0.99997342  x   0.99993099  =   0.99990442
 HY2286!SPC KY1Z     -   0.99997342  x   0.99994220  =   0.99991563
 HY2286!SPC KY N     -   0.99997342  x   0.99996347  =   0.99993690
 HY2286!UTM  17      -   0.99997342  x   0.99983725  =   0.99981068
 HY2286
 HY2286:                Primary Azimuth Mark                     Grid Az
 HY2286:SPC WV S     -  AKERS AZ MK                              100 59 26.9
 HY2286:SPC KY1Z     -  AKERS AZ MK                              098 04 03.9
 HY2286:SPC KY N     -  AKERS AZ MK                              098 58 30.8
 HY2286:UTM  17      -  AKERS AZ MK                              100 59 42.1
 HY2286
 HY2286|---------------------------------------------------------------------|
 HY2286| PID    Reference Object                     Distance      Geod. Az  |
 HY2286|                                                           dddmmss.s |
 HY2286| DB8616 AKERS AZ MK                                        1000030.8 |
 HY2286| DB8617 AKERS RM 1                            6.788 METERS 12152     |
 HY2286| DB8618 AKERS RM 2                           10.513 METERS 29942     |
 HY2286|---------------------------------------------------------------------|
 HY2286
 HY2286                          SUPERSEDED SURVEY CONTROL
 HY2286
 HY2286  NAD 83(1995)-  38 22 17.36225(N)    082 35 20.01415(W) AD(       ) 2
 HY2286  NAD 83(1986)-  38 22 17.36798(N)    082 35 20.01456(W) AD(       ) 2
 HY2286  NAD 27      -  38 22 17.06532(N)    082 35 20.43687(W) AD(       ) 2
 HY2286  NGVD 29 (07/19/86)  202.5    (m)          664.     (f) VERT ANG       
 HY2286
 HY2286.Superseded values are not recommended for survey control.
 HY2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2286.See file dsdata.txt to determine how the superseded data were derived.
 HY2286
 HY2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC6120248229(NAD 83)
 HY2286_MARKER: DD = SURVEY DISK
 HY2286_SETTING: 0 = UNSPECIFIED SETTING
 HY2286
 HY2286  HISTORY     - Date     Condition        Report By
 HY2286  HISTORY     - 1969     MONUMENTED       KYHD
 HY2286  HISTORY     - 1975     GOOD             NGS
 HY2286
 HY2286                          STATION DESCRIPTION
 HY2286
 HY2286'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1969 (LW)
 HY2286'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH SOUTHEAST OF CATLETTSBURG,
 HY2286'KY.  AND ABOUT 2.1 MILES SOUTH OF KENOVA, WEST VA.  IT IS NO A HIGH
 HY2286'HILL IN OPEN PASTURE ON LAND OWNED BY MR. HOBE AKERS.
 HY2286'
 HY2286'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND TWENTY
 HY2286'THIRD STREET, NEAR THE EAST END OF BRIDGE OVER BIG SANDY RIVER IN
 HY2286'KENOVA, WEST VA., GO SOUTH ON TWENTY THIRD STREET FOR 2.1 MILES TO A
 HY2286'POINT WHERE ROAD MAKES A LEFT TURN UNDER RAILROAD AND THEN BACK
 HY2286'RIGHT AGAIN, CONTINUING SOUTH.  CONTINUE SOUTH ALONG EAST SIDE OF
 HY2286'TRACKS FOR 0.25 MILE TO A T ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.2
 HY2286'MILE TO A DRIVE LEFT.  TURN LEFT ONTO DRIVE AND GO NORTH
 HY2286'APPROXIMATELY 500 FEET TO A LARGE BARN NEAR TOP OF HILL.  FROM HERE
 HY2286'WALK WEST FOR APPROXIMATELY 300 FEET TO HIGHEST POINT AND STATION.
 HY2286'
 HY2286'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE EAST FOR 0.25 MILE TO
 HY2286'JUNCTION OF STATE HIGHWAY NO.75.  TURN RIGHT AND GO SOUTHEAST ON
 HY2286'HIGHWAY 75 FOR 0.35 MILE TO A GRAVEL ROAD LEFT, JUST BEFORE BRIDGE
 HY2286'OVER MILLER CREEK, TURN LEFT ONTO GRAVEL ROAD AND GO NORTH-NORTHEAST
 HY2286'FOR 0.15 MILE TO A THREE WAY FORK IN ROAD, WITH RIGHT FORK BEING A
 HY2286'PRIVATE DRIVE.  TAKE LEFT FORK AND GO NORTHWEST FOR 0.05 MILE TO MARK
 HY2286'ON RIGHT ON TOP OF A 6 FOOT BANK.
 HY2286'
 HY2286'STATION MARK IS APPROXIMATELY 300 FEET SOUTHEAST OF THE SOUTHEAST
 HY2286'CORNER OF A CEMETERY, 12 FEET SOUTHEAST OF AN 18-INCH LOCUST, 1 FOOT
 HY2286'SOUTHWEST OF FENCE LINE AND 1-1/2 FEET SOUTHWEST OF METAL WITNESS
 HY2286'POST AND SIGN.  THE MARK IS FLUSH AND THE DISK IS STAMPED AKERS 1969.
 HY2286'
 HY2286'REFERENCE MARK NO.1 IS SOUTHEAST OF STATION, ABOUT 151 FEET NORTHWEST
 HY2286'OF FENCE CORNER AND 1.4 FEET SOUTHWEST OF FENCE.  THE MARK IS FLUSH
 HY2286'AND THE DISK IS STAMPED AKERS NO.1 1969.
 HY2286'
 HY2286'REFERENCE MARK NO.2 IS NORTHWEST OF STATION, ABOUT 145-1/2 FEET
 HY2286'SOUTHEAST OF FENCE CORNER AND 1 FOOT SOUTHWEST OF FENCE.  THE MARK IS
 HY2286'FLUSH AND THE DISK IS STAMPED AKERS NO.2 1969.
 HY2286'
 HY2286'AZIMUTH MARK IS ABOUT 0.6 MILE EAST OF STATION, 18-1/2 FEET EAST OF
 HY2286'CENTER OF ROAD, 5.6 FEET WEST OF FENCE, 5 FEET SOUTHEAST OF
 HY2286'COMBINATION POWER AND TELEPHONE POLE 1345 36.  THE MARK IS FLUSH AND
 HY2286'THE DISK IS STAMPED AKERS 1969.
 HY2286'
 HY2286'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD U.S.
 HY2286'COAST AND GEODETIC SURVEY TABLETS SET IN TOP OF CONCRETE AS
 HY2286'DESCRIBED.
 HY2286'
 HY2286'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HY2286
 HY2286                          STATION RECOVERY (1975)
 HY2286
 HY2286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JBN)
 HY2286'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE
 HY2286'1969 DESCRIPTION ADAQUATE FOR RECOVERY.
 HY2286'
 HY2286'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.1 MILES SOUTH
 HY2286'OF KENOVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3595 ***********************************************************************
 HW3595  DESIGNATION -  ALBERT
 HW3595  PID         -  HW3595
 HW3595  STATE/COUNTY-  WV/RANDOLPH
 HW3595  USGS QUAD   -  BEVERLY EAST (1995)
 HW3595
 HW3595                         *CURRENT SURVEY CONTROL
 HW3595  ___________________________________________________________________
 HW3595* NAD 83(1995)-  38 51 44.01264(N)    079 46 06.26250(W)     ADJUSTED  
 HW3595* NAVD 88     -      1133.9    (meters)    3720.     (feet)  VERTCON   
 HW3595  ___________________________________________________________________
 HW3595  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 HW3595  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HW3595
 HW3595  HORZ ORDER  -  THIRD
 HW3595
 HW3595.The horizontal coordinates were established by classical geodetic methods
 HW3595.and adjusted by the National Geodetic Survey in April 1998..
 HW3595
 HW3595.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3595
 HW3595.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3595
 HW3595.The geoid height was determined by GEOID03.
 HW3595
 HW3595;                    North         East     Units Scale Factor Converg.
 HW3595;SPC WV S     -   207,404.006   706,891.512   MT  0.99999557   +0 45 40.9
 HW3595;UTM  17      - 4,302,208.453   606,854.143   MT  0.99974060   +0 46 22.2
 HW3595
 HW3595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3595!SPC WV S     -   0.99982695  x   0.99999557  =   0.99982252
 HW3595!UTM  17      -   0.99982695  x   0.99974060  =   0.99956759
 HW3595
 HW3595|---------------------------------------------------------------------|
 HW3595| PID    Reference Object                     Distance      Geod. Az  |
 HW3595|                                                           dddmmss.s |
 HW3595| DC3706 ALBERT RM 1                           5.306 METERS 22025     |
 HW3595| DC3707 ALBERT RM 2                           5.569 METERS 26653     |
 HW3595| HW3598 AIRWAY BEACON 25                    APPROX.13.8 KM 2743957.3 |
 HW3595| HW3592 ELKINS PRESTON LMBR WHITE STK       APPROX.10.0 KM 3083915.8 |
 HW3595| HW3591 ELKINS RADIO STATION WDNE MAST      APPROX.10.6 KM 3095518.1 |
 HW3595| HW3588 ELKINS PRESTON LUMBER RED STK       APPROX.10.2 KM 3104948.9 |
 HW3595| HW3587 ELKINS PRESTON LUMBER TANK          APPROX.10.2 KM 3110403.5 |
 HW3595| HW3590 RNG ELKINS RADIO EKN                APPROX.11.8 KM 3134511.1 |
 HW3595| DC3705 ALBERT AZ MK                                       3141127.0 |
 HW3595|---------------------------------------------------------------------|
 HW3595
 HW3595                          SUPERSEDED SURVEY CONTROL
 HW3595
 HW3595  NAD 83(1995)-  38 51 44.01866(N)    079 46 06.27406(W) AD(       ) 3
 HW3595  NAD 83(1986)-  38 51 44.01868(N)    079 46 06.27408(W) AD(       ) 3
 HW3595  NAD 27      -  38 51 43.62830(N)    079 46 07.03880(W) AD(       ) 3
 HW3595  NGVD 29 (07/19/86) 1134.0    (m)         3720.     (f) VERT ANG       
 HW3595
 HW3595.Superseded values are not recommended for survey control.
 HW3595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3595.See file dsdata.txt to determine how the superseded data were derived.
 HW3595
 HW3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD0685402208(NAD 83)
 HW3595_MARKER: DS = TRIANGULATION STATION DISK
 HW3595_SETTING: 0 = UNSPECIFIED SETTING
 HW3595
 HW3595  HISTORY     - Date     Condition        Report By
 HW3595  HISTORY     - 1956     MONUMENTED       CGS
 HW3595  HISTORY     - 1964     GOOD             CGS
 HW3595
 HW3595                          STATION DESCRIPTION
 HW3595
 HW3595'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3595'THE STATION IS LOCATED AIRLINE, ABOUT 6 MILES SOUTHEAST OF ELKINS, 6
 HW3595'MILES EAST- NORTHEAST OF
 HW3595'BEVERLY AND 1-1/4 MILES SOUTHEAST OF THE POINT WHERE THE LEFT FORK OF
 HW3595'CHENOWETH CREEK TURNS FROM
 HW3595'SOUTH TO WEST.  IT IS AT THE HEAD OF PANTHER RUN, ABOUT 1/4
 HW3595'MILE WEST OF HAWFLAT KNOB, ON THE POINT OF A
 HW3595'BARE SHOULDER THAT EXTENDS WEST FROM THE
 HW3595'TOP OF THE MOUNTAIN AND IS LOCALLY KNOWN AS ALBERTS KNOB.
 HW3595'
 HW3595'THE STATION IS A STANDARD DISK STAMPED ALBERT 1956 BRAZED TO THE TOP
 HW3595'OF A 1-1/2 INCH GALVANIZED
 HW3595'PIPE WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 20 FEET EAST OF
 HW3595'THE POINT WHERE THE HILL DROPS OFF
 HW3595'SHARPLY TO THE WEST AND 8 FEET NORTH OF AN EAST-
 HW3595'WEST FENCE LINE.
 HW3595'
 HW3595'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ALBERT NO 1 1956
 HW3595'SET IN A DRILL HOLE IN A
 HW3595'LEDGE OF OUTCROPPING BEDROCK.  IT IS 5.5 FEET SOUTH OF AN EAST-WEST
 HW3595'FENCE LINE AND 2.5 FEET LOWER THAN  THE STATION.
 HW3595'
 HW3595'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ALBERT NO 2 1956
 HW3595'SET IN A DRILL HOLE IN A
 HW3595'LEDGE OF OUTCROPPING BEDROCK.  IT IS 5.5 FEET NORTH OF AN EAST-WEST
 HW3595'FENCE LINE AND 2 FEET LOWER THAN
 HW3595'
 HW3595'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALBERT 1956 SET IN A
 HW3595'DRILL HOLE IN A 1 BY 2 FOOT
 HW3595'BOULDER WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 0.05 MILE
 HW3595'EAST OF A TWO-STORY HOUSE, 25 FEET
 HW3595'SOUTH OF THE CENTER LINE OF A ROAD AND 12 FEET SOUTH-
 HW3595'SOUTHEAST OF A CORNER POST SUPPORTING 2 BOARD
 HW3595'
 HW3595'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 250, 219 AND
 HW3595'33 AT THE SOUTHEAST EDGE OF
 HW3595'ELKINS, GO SOUTH ON U.S. HIGHWAYS 250 AND 219 FOR 1.95 MILES TO
 HW3595'CHENOWETH ROAD ON THE LEFT.  TURN
 HW3595'LEFT AND GO EASTERLY ON CHENOWETH ROAD FOR 3.4 MILES
 HW3595'TO A ROAD FORKS AND THE END OF THE PAVEMENT.  KEEP
 HW3595'THE LEFT FORK AND CONTINUE EASTERLY
 HW3595'UP THE LEFT FORK OF CHENOWETH CREEK FOR 0.8 MILE TO THE AZIMUTH MARK
 HW3595'ON THE RIGHT, 0.05 MILE AFTER
 HW3595'PASSING A TWO-STORY HOUSE ON THE RIGHT.  CONTINUE EAST FOR 0.15 MILE
 HW3595'TO A DIM TRACK ROAD ON THE RIGHT,
 HW3595'IMMEDIATELY AFTER CROSSING A SMALL PLANK BRIDGE.  FROM THIS
 HW3595'POINT A SMALL 4-WHEEL DRIVE JEEP IS NEEDED.
 HW3595'TURN RIGHT AND FOLLOW THE MAIN TRACK ROAD
 HW3595'UP HILL FOR 1.35 MILES TO A FORK.  TAKE THE LEFT FORK UP HILL
 HW3595'FOR 0.35 MILE TO A FORK AND
 HW3595'TRIANGULAR BLAZED TREES ON BOTH SIDES OF THE ROAD.  KEEP THE RIGHT
 HW3595'FORK AND CONTINUE SOUTHERLY FOR 0.15
 HW3595'MILE TO A LARGE LOG ACROSS THE ROAD AND THE END OF TRUCK TRAVEL.  THE
 HW3595'STATION SITE CAN BE SEEN FROM THIS
 HW3595'POINT.  PACK SOUTHWESTERLY FOR ABOUT 0.2 MILE TO THE
 HW3595'WEST END OF A LONG BARE RIDGE AND THE STATION.  THIS
 HW3595'IS ABOUT A 15 MINUTE PACK.
 HW3595'
 HW3595'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 HW3595
 HW3595                          STATION RECOVERY (1964)
 HW3595
 HW3595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 HW3595'THE REFERENCE AND STATION MARKS WERE RECOVERED IN GOOD CONDITION
 HW3595'AS DESCRIBED.  THE TOP OF THE AZIMUTH MARK DISK WAS FOUND REMOVED
 HW3595'FROM ITS SHANK.  THE BOULDER, IN WHICH THE MARK HAD BEEN SET, IS
 HW3595'TOO SMALL AND UNSTABLE IN POSITION FOR PURPOSES OF HOLDING A LINE
 HW3595'OF AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3514 ***********************************************************************
 HW3514  DESIGNATION -  ALE
 HW3514  PID         -  HW3514
 HW3514  STATE/COUNTY-  WV/PENDLETON
 HW3514  USGS QUAD   -  PALO ALTO (1977)
 HW3514
 HW3514                         *CURRENT SURVEY CONTROL
 HW3514  ___________________________________________________________________
 HW3514* NAD 83(1995)-  38 29 34.40706(N)    079 21 29.03615(W)     ADJUSTED  
 HW3514* NAVD 88     -       928.7    (meters)    3047.     (feet)  VERTCON   
 HW3514  ___________________________________________________________________
 HW3514  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 HW3514  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 HW3514
 HW3514  HORZ ORDER  -  THIRD
 HW3514
 HW3514.The horizontal coordinates were established by classical geodetic methods
 HW3514.and adjusted by the National Geodetic Survey in April 1998..
 HW3514
 HW3514.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3514
 HW3514.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3514
 HW3514.The geoid height was determined by GEOID03.
 HW3514
 HW3514;                    North         East     Units Scale Factor Converg.
 HW3514;SPC WV S     -   166,964.362   743,228.488   MT  0.99994013   +1 00 54.1
 HW3514;UTM  17      - 4,261,781.816   643,191.720   MT  0.99985251   +1 01 19.7
 HW3514
 HW3514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3514!SPC WV S     -   0.99985919  x   0.99994013  =   0.99979933
 HW3514!UTM  17      -   0.99985919  x   0.99985251  =   0.99971172
 HW3514
 HW3514|---------------------------------------------------------------------|
 HW3514| PID    Reference Object                     Distance      Geod. Az  |
 HW3514|                                                           dddmmss.s |
 HW3514| DC3709 ALE RM 1                             10.601 METERS 07143     |
 HW3514| DC3708 ALE AZ MK                                          0801842.9 |
 HW3514| DC3710 ALE RM 2                             11.665 METERS 18022     |
 HW3514|---------------------------------------------------------------------|
 HW3514
 HW3514                          SUPERSEDED SURVEY CONTROL
 HW3514
 HW3514  NAD 83(1995)-  38 29 34.40804(N)    079 21 29.03718(W) AD(       ) 3
 HW3514  NAD 83(1986)-  38 29 34.40920(N)    079 21 29.04224(W) AD(       ) 3
 HW3514  NAD 27      -  38 29 33.98360(N)    079 21 29.89960(W) AD(       ) 3
 HW3514  NGVD 29 (07/19/86)  928.8    (m)         3047.     (f) VERT ANG       
 HW3514
 HW3514.Superseded values are not recommended for survey control.
 HW3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3514.See file dsdata.txt to determine how the superseded data were derived.
 HW3514
 HW3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC4319261782(NAD 83)
 HW3514_MARKER: DS = TRIANGULATION STATION DISK
 HW3514_SETTING: 0 = UNSPECIFIED SETTING
 HW3514
 HW3514  HISTORY     - Date     Condition        Report By
 HW3514  HISTORY     - 1957     MONUMENTED       CGS
 HW3514
 HW3514                          STATION DESCRIPTION
 HW3514
 HW3514'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3514'THE STATION IS APPROXIMATELY 2.5 MILES SOUTHWEST OF SUGAR GROVE, 10.5
 HW3514'MILES SOUTH OF FRANKLIN AND
 HW3514'4.5 MILES NORTH OF THE VIRGINIA-WEST VIRGINIA STATE LINE ON A HILL
 HW3514'KNOWN AS ALE MOUNTAIN.
 HW3514'
 HW3514'TO REACH FROM THE COURTHOUSE IN FRANKLIN, GO SOUTH ON U.S. HIGHWAY
 HW3514'220 FOR 8.75 MILES TO A SIDE
 HW3514'ROAD LEFT AND SIGN MOYERS 7, SUGAR GROVE 11, TURN LEFT ON PAVED ROAD
 HW3514'AND GO 4.45 MILES TO FORKS, TAKE
 HW3514'LEFT FORK, GRAVELED ROAD, AND GO 0.45 MILE TO A SIDE
 HW3514'ROAD LEFT, CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD
 HW3514'AND GO 0.9 MILE TO T-ROAD AND THE
 HW3514'MOYERS POST OFFICE ON LEFT, TURN RIGHT AND GO SOUTH FOR 0.5 MILE TO
 HW3514'SIDE ROAD LEFT, TURN LEFT,
 HW3514'CROSSING LOW, CONCRETE BRIDGE, AND GO 1.35 MILES TO A BOARD GATE ON
 HW3514'RIGHT AT ENTRANCE TO MR.
 HW3514'PITSENBARGERS (PROPERTY OWNER) HOUSE, CONTINUE ON GRAVELED ROAD
 HW3514'FOR 0.25 MILE TO THE AZIMUTH MARK ON
 HW3514'LEFT, CONTINUE TO TOP OF GRADE TO FOUR BOARD GATES
 HW3514'TWO ON EACH SIDE OF ROAD AND END OF TRUCK TRAVEL.  FROM
 HW3514'HERE PACK NORTHWESTERLY, ACROSS
 HW3514'PASTURE TO THE SUMMIT OF ROCKY KNOLL AND STATION.  ABOUT 10 MINUTES
 HW3514'PACK.
 HW3514'
 HW3514'STATION MARKS ARE STANDARD DISKS STAMPED ALE 1957.  THE SURFACE DISK
 HW3514'IS BRAZED TO THE TOP OF AN
 HW3514'IRON PIPE WHICH PROJECTS 6 INCHES.  IT IS 13 FEET NORTHEAST OF A
 HW3514'TRINAGULAR BLAZE ON A 12 INCH TREE.
 HW3514'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HW3514'CONCRETE 24 INCHES BELOW THE SURFACE OF THE GROUND.
 HW3514'
 HW3514'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ALE NO 1 1957, IS
 HW3514'CEMENTED IN A DRILL HOLE
 HW3514'IN A BOULDER WHICH PROJECTS 10 INCHES ON ITS NORTHEAST SIDE.  IT IS
 HW3514'45 FEET EAST OF TRIANGULAR BLAZE ON
 HW3514'A 12 INCH TREE, ON THE NORTHEAST SLOPE OF HILL AND ABOUT
 HW3514'2 FEET LOWER THAN STATION.
 HW3514'
 HW3514'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ALE NO 2 1957, IS
 HW3514'CEMENTED IN A DRILL HOLE
 HW3514'IN OUTCROPPING BEDROCK WHICH PROJECTS 14 INCHES ON ITS SOUTHEAST
 HW3514'SIDE.  IT IS 28 FEET SOUTH OF A
 HW3514'TRIANGULAR BLAZE ON A 12 INCH TREE, ON THE SOUTH SLOPE OF HILL
 HW3514'AND ABOUT 2 FEET LOWER THAN STATION.
 HW3514'
 HW3514'AZIMUTH MARK IS A STANDARD DISK STAMPED ALE 1957, SET IN A SQUARE
 HW3514'CONCRETE POST WHICH PROJECTS
 HW3514'2 INCHES.  IT IS 37 FEET EAST-SOUTHEAST OF CENTER OF GRAVELED ROAD,
 HW3514'19 FEET EAST-SOUTHEAST OF FENCE
 HW3514'LINE AND 9-1/2 FEET SOUTHEAST OF A STANDARD WITNESS POST
 HW3514'NAILED TO A 10 INCH TREE.
 HW3514'
 HW3514'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2905 ***********************************************************************
 HX2905  DESIGNATION -  ALLING
 HX2905  PID         -  HX2905
 HX2905  STATE/COUNTY-  WV/NICHOLAS
 HX2905  USGS QUAD   -  CRAIGSVILLE (1995)
 HX2905
 HX2905                         *CURRENT SURVEY CONTROL
 HX2905  ___________________________________________________________________
 HX2905* NAD 83(1995)-  38 20 46.92392(N)    080 37 36.98008(W)     ADJUSTED  
 HX2905* NAVD 88     -       667.8    (meters)    2191.     (feet)  VERTCON   
 HX2905  ___________________________________________________________________
 HX2905  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 HX2905  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HX2905
 HX2905  HORZ ORDER  -  THIRD
 HX2905
 HX2905.The horizontal coordinates were established by classical geodetic methods
 HX2905.and adjusted by the National Geodetic Survey in April 1998..
 HX2905
 HX2905.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2905
 HX2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2905
 HX2905.The geoid height was determined by GEOID03.
 HX2905
 HX2905;                    North         East     Units Scale Factor Converg.
 HX2905;SPC WV S     -   149,497.615   632,609.776   MT  0.99992966   +0 13 50.2
 HX2905;UTM  17      - 4,244,312.222   532,599.167   MT  0.99961309   +0 13 53.2
 HX2905
 HX2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2905!SPC WV S     -   0.99990011  x   0.99992966  =   0.99982978
 HX2905!UTM  17      -   0.99990011  x   0.99961309  =   0.99951324
 HX2905
 HX2905|---------------------------------------------------------------------|
 HX2905| PID    Reference Object                     Distance      Geod. Az  |
 HX2905|                                                           dddmmss.s |
 HX2905| DC3711 ALLING RM 1                          14.640 METERS 04957     |
 HX2905| HX2904 ALLING 1961 AZ MK                   APPROX. 0.9 KM 2112641.3 |
 HX2905| DC3712 ALLING RM 2                          11.527 METERS 27216     |
 HX2905|---------------------------------------------------------------------|
 HX2905
 HX2905                          SUPERSEDED SURVEY CONTROL
 HX2905
 HX2905  NAD 83(1986)-  38 20 46.93154(N)    080 37 36.99262(W) AD(       ) 3
 HX2905  NAD 27      -  38 20 46.53510(N)    080 37 37.66590(W) AD(       ) 3
 HX2905  NGVD 29 (07/19/86)  667.9    (m)         2191.     (f) VERT ANG       
 HX2905
 HX2905.Superseded values are not recommended for survey control.
 HX2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2905.See file dsdata.txt to determine how the superseded data were derived.
 HX2905
 HX2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC3259944312(NAD 83)
 HX2905_MARKER: DS = TRIANGULATION STATION DISK
 HX2905_SETTING: 66 = SET IN ROCK OUTCROP
 HX2905
 HX2905  HISTORY     - Date     Condition        Report By
 HX2905  HISTORY     - 1961     MONUMENTED       CGS
 HX2905
 HX2905                          STATION DESCRIPTION
 HX2905
 HX2905'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2905'STATION IS LOCATED IN THE VILLAGE OF COTTLE, ON THE SOUTH SIDE OF THE
 HX2905'POINT EXPRESS
 HX2905'OFFICE BUILDING AND NEAR THE JUNCTION OF STATE HIGHWAY NO.
 HX2905'20 AND COUNTY ROUTE 20 AND 7.
 HX2905'STATION, A STANDARD DISK CEMENTED IN A DRILLHOLE
 HX2905'IN OUTCROPPING ROCK AND STAMPED ALLING 1961 IS 29
 HX2905'FEET NORTHWEST OF
 HX2905'THE APPROXIMATE CENTERLINE OF STATE HIGHWAY NO. 20, 34 FEET
 HX2905'SOUTHEAST OF THE
 HX2905'SOUTHEAST CORNER OF THE POINT EXPRESS OFFICE BUILDING AND 73-1/2 FEET
 HX2905'SOUTHWEST OF THE
 HX2905'APPROXIMATE CENTERLINE OF COUNTY ROUTE 20 AND 7.  THE
 HX2905'MARK IS FLUSH WITH THE GROUND.
 HX2905'
 HX2905'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF COTTLE, GO NORTHEAST
 HX2905'ON STATE HIGHWAY
 HX2905'NO. 20 FOR 0.35 MILE TO STATION ON LEFT (NORTHWEST) SIDE
 HX2905'OF HIGHWAY AS DESCRIBED.
 HX2905'
 HX2905'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12 X 12 INCH CONCRETE
 HX2905'MONUMENT AND
 HX2905'STAMPED ALLING NO 1 1961 IS 3 FEET SOUTHWEST OF A COUNTY ROAD
 HX2905'SIGN, 30 FEET SOUTHWEST OF THE
 HX2905'APPROXIMATE CENTERLINE OF COUNTY ROUTE NO.
 HX2905'20 AND 7 AND 23-1/2 FEET NORTHWEST OF THE
 HX2905'APPROXIMATE CENTERLINE OF STATE HIGHWAY NO 20.
 HX2905'
 HX2905'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILLHOLE IN A
 HX2905'CONCRETE SIDEWALK
 HX2905'AND STAMPED ALLING NO 2 1961 IS 11 FEET SOUTH OF THE
 HX2905'SOUTHEAST CORNER OF THE POINT
 HX2905'EXPRESS OFFICE BUILDING AND 30 FEET NORTHEAST
 HX2905'OF THE SOUTHWEST CORNER OF THE POINT EXPRESS
 HX2905'OFFICE BUILDING.
 HX2905'
 HX2905'AZIMUTH MARK, A STANDARD DISK SET IN A 12 INCH CONCRETE CYLINDER AND
 HX2905'STAMPED ALLING
 HX2905'1961 IS 7-1/2 FEET NORTHEAST OF TWO GAS METERS, 21 FEET NORTHWEST
 HX2905'OF THE APPROXIMATE CENTERLINE OF
 HX2905'STATE HIGHWAY NO. 20 AND 17 FEET
 HX2905'SOUTHWEST OF DRIVEWAY TO LARGE WHITE HOUSE.
 HX2905'
 HX2905'TO REACH AZIMUTH MARK FROM STATION, GO SOUTHWEST ON STATE HIGHWAY NO.
 HX2905'20 FOR 0.5 MILE TO
 HX2905'MARK ON RIGHT (NORTH) SIDE OF HIGHWAY AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2904 ***********************************************************************
 HX2904  DESIGNATION -  ALLING 1961 AZ MK
 HX2904  PID         -  HX2904
 HX2904  STATE/COUNTY-  WV/NICHOLAS
 HX2904  USGS QUAD   -  CRAIGSVILLE (1995)
 HX2904
 HX2904                         *CURRENT SURVEY CONTROL
 HX2904  ___________________________________________________________________
 HX2904* NAD 83(1995)-  38 20 23.01531(N)    080 37 55.54196(W)     ADJUSTED  
 HX2904* NAVD 88     -       673.7    (meters)    2210.     (feet)  VERTCON   
 HX2904  ___________________________________________________________________
 HX2904  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 HX2904  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HX2904
 HX2904  HORZ ORDER  -  THIRD
 HX2904
 HX2904.The horizontal coordinates were established by classical geodetic methods
 HX2904.and adjusted by the National Geodetic Survey in April 1998..
 HX2904
 HX2904.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2904
 HX2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2904
 HX2904.The geoid height was determined by GEOID03.
 HX2904
 HX2904;                    North         East     Units Scale Factor Converg.
 HX2904;SPC WV S     -   148,758.670   632,162.005   MT  0.99992934   +0 13 38.8
 HX2904;UTM  17      - 4,243,573.504   532,151.548   MT  0.99961273   +0 13 41.6
 HX2904
 HX2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2904!SPC WV S     -   0.99989919  x   0.99992934  =   0.99982854
 HX2904!UTM  17      -   0.99989919  x   0.99961273  =   0.99951196
 HX2904
 HX2904:                Primary Azimuth Mark                     Grid Az
 HX2904:SPC WV S     -  ALLING                                   031 12 51.0
 HX2904:UTM  17      -  ALLING                                   031 12 48.2
 HX2904
 HX2904|---------------------------------------------------------------------|
 HX2904| PID    Reference Object                     Distance      Geod. Az  |
 HX2904|                                                           dddmmss.s |
 HX2904| HX2905 ALLING                              APPROX. 0.9 KM 0312629.8 |
 HX2904|---------------------------------------------------------------------|
 HX2904
 HX2904                          SUPERSEDED SURVEY CONTROL
 HX2904
 HX2904  NAD 83(1986)-  38 20 23.02298(N)    080 37 55.55453(W) AD(       ) 3
 HX2904  NAD 27      -  38 20 22.62620(N)    080 37 56.22760(W) AD(       ) 3
 HX2904  NGVD 29 (07/19/86)  673.8    (m)         2211.     (f) VERT ANG       
 HX2904
 HX2904.Superseded values are not recommended for survey control.
 HX2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2904.See file dsdata.txt to determine how the superseded data were derived.
 HX2904
 HX2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC3215243574(NAD 83)
 HX2904_MARKER: DS = TRIANGULATION STATION DISK
 HX2904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2904+STABILITY: SURFACE MOTION
 HX2904
 HX2904  HISTORY     - Date     Condition        Report By
 HX2904  HISTORY     - 1961     MONUMENTED       CGS
 HX2904
 HX2904                          STATION DESCRIPTION
 HX2904
 HX2904'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2904'AZIMUTH MARK, A STANDARD DISK SET IN A 12 INCH CONCRETE CYLINDER AND
 HX2904'STAMPED ALLING
 HX2904'1961 IS 7-1/2 FEET NORTHEAST OF TWO GAS METERS, 21 FEET NORTHWEST
 HX2904'OF THE APPROXIMATE CENTERLINE OF
 HX2904'STATE HIGHWAY NO. 20 AND 17 FEET
 HX2904'SOUTHWEST OF DRIVEWAY TO LARGE WHITE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1303 ***********************************************************************
 JW1303  DESIGNATION -  ALTA USGS 1975
 JW1303  PID         -  JW1303
 JW1303  STATE/COUNTY-  WV/PRESTON
 JW1303  USGS QUAD   -  OAKLAND (1974)
 JW1303
 JW1303                         *CURRENT SURVEY CONTROL
 JW1303  ___________________________________________________________________
 JW1303* NAD 83(1995)-  39 29 11.07427(N)    079 29 13.73412(W)     ADJUSTED  
 JW1303* NAVD 88     -       946.     (meters)    3104.     (feet)  SCALED    
 JW1303  ___________________________________________________________________
 JW1303  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 JW1303  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JW1303
 JW1303  HORZ ORDER  -  SECOND
 JW1303
 JW1303.The horizontal coordinates were established by classical geodetic methods
 JW1303.and adjusted by the National Geodetic Survey in April 1998..
 JW1303
 JW1303.The orthometric height was scaled from a topographic map.
 JW1303
 JW1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1303
 JW1303.The geoid height was determined by GEOID03.
 JW1303
 JW1303;                    North         East     Units Scale Factor Converg.
 JW1303;SPC WV N     -   109,508.161   601,105.566   MT  0.99994369   +0 00 29.5
 JW1303;SPC MD       -   204,920.651   186,055.273   MT  1.00000657   -1 33 39.7
 JW1303;SPC MD       -   672,310.50    610,416.34   sFT  1.00000657   -1 33 39.7
 JW1303;UTM  17      - 4,371,848.595   630,101.746   MT  0.99980840   +0 57 43.7
 JW1303
 JW1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1303!SPC WV N     -   0.99985652  x   0.99994369  =   0.99980022
 JW1303!SPC MD       -   0.99985652  x   1.00000657  =   0.99986309
 JW1303!UTM  17      -   0.99985652  x   0.99980840  =   0.99966495
 JW1303
 JW1303                          SUPERSEDED SURVEY CONTROL
 JW1303
 JW1303  NAD 83(1995)-  39 29 11.07539(N)    079 29 13.73880(W) AD(       ) 2
 JW1303  NAD 83(1986)-  39 29 11.08214(N)    079 29 13.74331(W) AD(       ) 2
 JW1303  NAD 27      -  39 29 10.75065(N)    079 29 14.57870(W) AD(       ) 2
 JW1303
 JW1303.Superseded values are not recommended for survey control.
 JW1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1303.See file dsdata.txt to determine how the superseded data were derived.
 JW1303
 JW1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD3010271849(NAD 83)
 JW1303_MARKER: DD = SURVEY DISK
 JW1303_SETTING: 80 = SET IN A BOULDER
 JW1303_SP_SET: PARTIALLY EXPOSED BOULDER
 JW1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1303+STABILITY: SURFACE MOTION
 JW1303
 JW1303  HISTORY     - Date     Condition        Report By
 JW1303  HISTORY     - 1975     MONUMENTED       USGS
 JW1303
 JW1303                          STATION DESCRIPTION
 JW1303
 JW1303'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (JRS)
 JW1303'THE STATION IS ABOUT 8-1/2 MILES SOUTHWEST OF MCHENRY, 6-1/2
 JW1303'MILES NORTHWEST OF OAKLAND, 4-1/2 MILES NORTHEAST OF TERRA ALTA
 JW1303'WEST VIRGINIA, ON TOP OF SNAGGY MOUNTAIN, NEAR THE SNAGGY
 JW1303'MOUNTAIN LOOKOUT TOWER AND ON LAND OWNED BY THE MARYLAND
 JW1303'DEPARTMENT OF NATURAL RESOURCES.  PERMISSION WAS GRANTED BY
 JW1303'GEORGE GILMORE, STATE FORESTRY SUPERVISOR, PHONE NUMBER 724-8530
 JW1303'CUMBERLAND, MARYLAND.
 JW1303'
 JW1303'TO REACH THE STATION FROM THE COURTHOUSE IN OAKLAND, GO NORTH ON
 JW1303'U.S. HIGHWAY 219 FOR 0.1 MILE TO THE JUNCTION WITH GREEN STREET.
 JW1303'TURN LEFT AND GO WEST ON GREEN STREET AND A PAVED ROAD FOR 6.0
 JW1303'MILES TO A FORK AND A SIGN, SWALLOW FALLS STATE PARK.  TAKE THE
 JW1303'LEFT FORK AND CONTINUE WESTERLY ON A PAVED ROAD FOR 1.3 MILES TO
 JW1303'A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON THE
 JW1303'GRAVELED ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND
 JW1303'GO NORTHWESTERLY ON A ROUGH ROCKY ROAD FOR 1.15 MILES TO A
 JW1303'FORK, TAKE THE LEFT FORK, GRADED ROAD AND CONTINUE
 JW1303'NORTHWESTERLY FOR 0.5 MILE TO THE TOP OF HILL, THE LOOKOUT
 JW1303'TOWER AND THE STATION.
 JW1303'
 JW1303'ALTA IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 JW1303'STAMPED---ALTA 1945---, CEMENTED IN A DRILL HOLE IN A 1X1 FOOT
 JW1303'BOULDER THAT PROJECTS 7 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED
 JW1303'IN THE CENTER OF THE BASE OF THE LOOKOUT TOWER AND IS VERY
 JW1303'LOOSE IN THE GROUND.
 JW1303'
 JW1303'NEAREST TOWN--TERRA ALTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3127 ***********************************************************************
 HX3127  DESIGNATION -  ALUM
 HX3127  PID         -  HX3127
 HX3127  STATE/COUNTY-  WV/KANAWHA
 HX3127  USGS QUAD   -  ALUM CREEK (1971)
 HX3127
 HX3127                         *CURRENT SURVEY CONTROL
 HX3127  ___________________________________________________________________
 HX3127* NAD 83(1995)-  38 15 04.02760(N)    081 46 41.94046(W)     ADJUSTED  
 HX3127* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 HX3127  ___________________________________________________________________
 HX3127  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 HX3127  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HX3127
 HX3127  HORZ ORDER  -  SECOND
 HX3127
 HX3127.The horizontal coordinates were established by classical geodetic methods
 HX3127.and adjusted by the National Geodetic Survey in April 1998..
 HX3127
 HX3127.The orthometric height was scaled from a topographic map.
 HX3127
 HX3127.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3127
 HX3127.The geoid height was determined by GEOID03.
 HX3127
 HX3127;                    North         East     Units Scale Factor Converg.
 HX3127;SPC WV S     -   139,145.944   531,878.108   MT  0.99992635   -0 28 52.1
 HX3127;UTM  17      - 4,233,964.145   431,899.047   MT  0.99965712   -0 28 54.8
 HX3127
 HX3127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3127!SPC WV S     -   0.99995216  x   0.99992635  =   0.99987852
 HX3127!UTM  17      -   0.99995216  x   0.99965712  =   0.99960930
 HX3127
 HX3127|---------------------------------------------------------------------|
 HX3127| PID    Reference Object                     Distance      Geod. Az  |
 HX3127|                                                           dddmmss.s |
 HX3127| DC3717 ALUM RM 1                            37.679 METERS 00529     |
 HX3127| DC3718 ALUM RM 2                            20.270 METERS 11413     |
 HX3127| DC3716 ALUM AZ MK                                         3302054.9 |
 HX3127|---------------------------------------------------------------------|
 HX3127
 HX3127                          SUPERSEDED SURVEY CONTROL
 HX3127
 HX3127  NAD 83(1995)-  38 15 04.03382(N)    081 46 41.94431(W) AD(       ) 2
 HX3127  NAD 83(1986)-  38 15 04.03554(N)    081 46 41.94650(W) AD(       ) 2
 HX3127  NAD 27      -  38 15 03.68600(N)    081 46 42.49600(W) AD(       ) 2
 HX3127
 HX3127.Superseded values are not recommended for survey control.
 HX3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3127.See file dsdata.txt to determine how the superseded data were derived.
 HX3127
 HX3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3189933964(NAD 83)
 HX3127_MARKER: DS = TRIANGULATION STATION DISK
 HX3127_SETTING: 0 = UNSPECIFIED SETTING
 HX3127
 HX3127  HISTORY     - Date     Condition        Report By
 HX3127  HISTORY     - 1944     MONUMENTED       CGS
 HX3127  HISTORY     - 1955     GOOD             USGS
 HX3127  HISTORY     - 1958     GOOD             CGS
 HX3127
 HX3127                          STATION DESCRIPTION
 HX3127
 HX3127'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3127'STATION IS LOCATED
 HX3127'ABOUT 10 MILES SW
 HX3127'OF CHARLESTON, ABOUT 5 MILES SE OF RUTH, ON A
 HX3127'CULTIVATED HILL OWNED BY S.L. HAGER.
 HX3127'IT IS 6 FEET W OF A WITNESS
 HX3127'POST, 12.5 FEET NW OF A TRIANGULAR BLAZE ON A 10-INCH LOCUST
 HX3127'TREE, AND 14.5 FEET E OF A 20-INCH APPLE TREE.  THE DISK IS
 HX3127'STAMPED ALUM 1944.
 HX3127'
 HX3127'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3127'DISKS SET IN CONCRETE.
 HX3127'
 HX3127'REFERENCE MARK 1 IS 8 FEET E OF THE CENTER LINE OF THE ROAD
 HX3127'AND 52 FEET S OF
 HX3127'FENCE CORNER.  IT IS STAMPED ALUM NO 1 1944.
 HX3127'
 HX3127'REFERENCE MARK 2 IS 55 FEET SE OF THE TRIANGULAR BLAZE ON A
 HX3127'10-INCH LOCUST
 HX3127'TREE AND 1 FOOT W OF THE FENCE.  IT IS STAMPED
 HX3127'ALUM NO 2 1944.
 HX3127'
 HX3127'AZIMUTH MARK IS NEAR AN OLD HOUSE, 9 FEET N OF THE CENTER
 HX3127'LINE OF THE ROAD,
 HX3127'72 FEET E OF THE NE CORNER OF THE HOUSE, AND 3
 HX3127'FEET E OF A WITNESS POST.  IT IS
 HX3127'STAMPED ALUM 1944.
 HX3127'
 HX3127'TO REACH THE STATION FROM THE RAILROAD STATION AT THE S END
 HX3127'OF THE BRIDGE OVER
 HX3127'THE KANAWHA RIVER IN DOWNTOWN CHARLESTON, GO W
 HX3127'ON ROAD ON THE S SIDE OF THE STATION
 HX3127'FOR 0.85 MILE TO JUNCTION OF
 HX3127'STATE HIGHWAY 13, CONTINUE STRAIGHT AHEAD ON HIGHWAY 13
 HX3127'FOR 10.25
 HX3127'MILES TO A DIRT ROAD LEFT AT SIGN OLCOTT-ALUMVILLE, TURN LEFT
 HX3127'ON DIRT ROAD AND
 HX3127'GO 0.95 MILE TO A FORK, KEEP RIGHT FORK AND GO
 HX3127'1.65 MILES TO A HOUSE ON THE LEFT
 HX3127'AND TWO DIRT ROADS RIGHT, TURN
 HX3127'RIGHT AND TAKE LEFT FORK FOR 0.2 MILE TO ANOTHER
 HX3127'FORK, TAKE LEFT
 HX3127'FORK UPGRADE FOR 0.25 MILE TO A HOUSE ON THE RIGHT.* CONTINUE ON
 HX3127'FARM ROAD
 HX3127'PASSING THE HOUSE ON THE E SIDE AND GO 0.15 MILE TO HIGHEST
 HX3127'POINT AND STATION.
 HX3127'
 HX3127'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO
 HX3127'0.1 MILE TO THE
 HX3127'AZIMUTH MARK ABOUT 25 YARDS E OF AN OLD HOUSE.
 HX3127'*
 HX3127'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HX3127
 HX3127                          STATION RECOVERY (1955)
 HX3127
 HX3127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 HX3127'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED IN GOOD
 HX3127'CONDITION.
 HX3127'
 HX3127'HIGHWAY 13 USED IN DESCRIPTION OF HOW TO REACH IS NOW NO. 14.
 HX3127'HOUSE BY AZIMUTH MARK IS GONE.
 HX3127
 HX3127                          STATION RECOVERY (1958)
 HX3127
 HX3127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3127'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HX3127'CONDITION.  THE
 HX3127'ORIGINAL TO REACH IS ADEQUATE WITH THE ADDITION OF
 HX3127'THE FOLLOWING REFERENCES, THE
 HX3127'STATION IS LOCATED 66 FEET SOUTHWEST
 HX3127'OF 16 INCH TRIANGULAR BLAZED LOCUST TREE AND 27
 HX3127'FEET WEST OF THE
 HX3127'CENTER-LINE OF THE TRACK ROAD PASSING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1940 ***********************************************************************
 JX1940  DESIGNATION -  ALVY
 JX1940  PID         -  JX1940
 JX1940  STATE/COUNTY-  WV/TYLER
 JX1940  USGS QUAD   -  CENTER POINT (1976)
 JX1940
 JX1940                         *CURRENT SURVEY CONTROL
 JX1940  ___________________________________________________________________
 JX1940* NAD 83(1995)-  39 25 57.26730(N)    080 40 00.98643(W)     ADJUSTED  
 JX1940* NAVD 88     -       444.     (meters)    1457.     (feet)  SCALED    
 JX1940  ___________________________________________________________________
 JX1940  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 JX1940  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JX1940
 JX1940  HORZ ORDER  -  THIRD
 JX1940
 JX1940.The horizontal coordinates were established by classical geodetic methods
 JX1940.and adjusted by the National Geodetic Survey in April 1998..
 JX1940
 JX1940.The orthometric height was scaled from a topographic map.
 JX1940
 JX1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1940
 JX1940.The geoid height was determined by GEOID03.
 JX1940
 JX1940;                    North         East     Units Scale Factor Converg.
 JX1940;SPC WV N     -   104,183.869   499,538.742   MT  0.99994641   -0 44 39.3
 JX1940;UTM  17      - 4,364,834.516   528,663.792   MT  0.99961012   +0 12 41.6
 JX1940
 JX1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1940!SPC WV N     -   0.99993557  x   0.99994641  =   0.99988199
 JX1940!UTM  17      -   0.99993557  x   0.99961012  =   0.99954572
 JX1940
 JX1940:                Primary Azimuth Mark                     Grid Az
 JX1940:SPC WV N     -  TRADER                                   089 44 14.9
 JX1940:UTM  17      -  TRADER                                   088 46 54.0
 JX1940
 JX1940|---------------------------------------------------------------------|
 JX1940| PID    Reference Object                     Distance      Geod. Az  |
 JX1940|                                                           dddmmss.s |
 JX1940| JX1933 TRADER                              APPROX.10.0 KM 0885935.6 |
 JX1940| CX3133 ALVY RM 1                             5.854 METERS 23216     |
 JX1940| CX3134 ALVY RM 2                             7.550 METERS 35553     |
 JX1940|---------------------------------------------------------------------|
 JX1940
 JX1940                          SUPERSEDED SURVEY CONTROL
 JX1940
 JX1940  NAD 83(1986)-  39 25 57.27190(N)    080 40 00.99484(W) AD(       ) 3
 JX1940  NAD 27      -  39 25 56.96170(N)    080 40 01.61810(W) AD(       ) 3
 JX1940
 JX1940.Superseded values are not recommended for survey control.
 JX1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1940.See file dsdata.txt to determine how the superseded data were derived.
 JX1940
 JX1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2866464835(NAD 83)
 JX1940_MARKER: DS = TRIANGULATION STATION DISK
 JX1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1940_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1940
 JX1940  HISTORY     - Date     Condition        Report By
 JX1940  HISTORY     - 1963     MONUMENTED       CGS
 JX1940
 JX1940                          STATION DESCRIPTION
 JX1940
 JX1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1940'THE STATION IS ON A HEAVILY WOODED HILL ABOUT 13-1/4 MILES SOUTHEAST
 JX1940'OF MIDDLEBOURNE, 12 MILES
 JX1940'NORTH-NORTHWEST OF SALEM, 11 MILES NORTH-NORTHWEST OF WEST UNION AND
 JX1940'2 MILES SOUTHEAST OF THE
 JX1940'POST OFFICE IN THE SMALL SETTLEMENT OF ALVY.  IT IS 10 FEET
 JX1940'NORTHEAST OF A 12 INCH OAK TREE WITH A
 JX1940'TRIANGLE BLAZE, 5 FEET WEST OF A WITNESS POST
 JX1940'AND 17 FEET SOUTHEAST OF A 24 INCH OAK TREE.  IT IS ON
 JX1940'THE PROPERTY OF WADSWORTH BROTHERS
 JX1940'INCORPORATION.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 JX1940'STAMPED ALVY 1963.
 JX1940'
 JX1940'TO REACH THE STATION FROM THE COURTHOUSE IN MIDDLEBOURNE, GO
 JX1940'SOUTHEAST ON STATE HIGHWAY
 JX1940'18 FOR 0.15 MILE TO A FORK.  TAKE LEFT FORK AND GO SOUTHEAST ON
 JX1940'HIGHWAY 18 FOR 6.3 MILES TO A
 JX1940'GROCERY STORE ON THE LEFT IN SMALL SETTLEMENT OF BLUE.  CONTINUE EAST
 JX1940'ON HIGHWAY 18 FOR 0.3 MILE TO SIDE
 JX1940'ROAD LEFT (INDIAN CREEK ROAD).  TURN LEFT ON INDIAN
 JX1940'CREEK ROAD AND GO NORTHEASTERLY FOR 5.8 MILES TO A
 JX1940'FORK.  CONTINUE AHEAD ON MAIN ROAD
 JX1940'FOR 2.85 MILES TO SMALL SETTLEMENT OF ALVY AND POST OFFICE ON THE
 JX1940'RIGHT.  CONTINUE ON INDIAN CREEK
 JX1940'ROAD FOR 0.1 MILE TO A FORK.  TURN RIGHT ON RIGHT FORK AND GO 0.1
 JX1940'MILE TO A CONCRETE BRIDGE.  CROSS
 JX1940'BRIDGE AND CONTINUE AHEAD SOUTH FOR 1.9 MILES TO TOP OF
 JX1940'RIDGE AND SIDE ROAD LEFT.  TURN SHARP LEFT
 JX1940'AND GO 0.3 MILE TO A FORK.  THE STATION IS
 JX1940'ABOUT 200 YARDS EASTERLY ON A DIM TRAIL TO THE TOP OF HILL
 JX1940'AND STATION.
 JX1940'
 JX1940'REFERENCE MARK 1 IS 13 FEET SOUTHWEST OF A 12 INCH OAK TREE AND 24
 JX1940'FEET SOUTH OF A 24 INCH OAK
 JX1940'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ALVY NO 1 1963.
 JX1940'
 JX1940'REFERENCE MARK 2 IS 16 FEET NORTHEAST OF A 24 INCH OAK TREE, 23 FEET
 JX1940'NORTH OF WITNESS POST AND
 JX1940'4 FEET SOUTH OF A 12 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE
 JX1940'DISK IS STAMPED ALVY NO 2 1963.
 JX1940'
 JX1940'NO SUITABLE PLACE FOR AN AZIMUTH MARK OR R.M. 3.
 JX1940'
 JX1940'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2980 ***********************************************************************
 HX2980  DESIGNATION -  AMMA
 HX2980  PID         -  HX2980
 HX2980  STATE/COUNTY-  WV/ROANE
 HX2980  USGS QUAD   -  CLIO (1976)
 HX2980
 HX2980                         *CURRENT SURVEY CONTROL
 HX2980  ___________________________________________________________________
 HX2980* NAD 83(1995)-  38 33 37.92400(N)    081 16 43.43045(W)     ADJUSTED  
 HX2980* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 HX2980  ___________________________________________________________________
 HX2980  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 HX2980  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HX2980
 HX2980  HORZ ORDER  -  SECOND
 HX2980
 HX2980.The horizontal coordinates were established by classical geodetic methods
 HX2980.and adjusted by the National Geodetic Survey in April 1998..
 HX2980
 HX2980.The orthometric height was scaled from a topographic map.
 HX2980
 HX2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2980
 HX2980.The geoid height was determined by GEOID03.
 HX2980
 HX2980;                    North         East     Units Scale Factor Converg.
 HX2980;SPC WV S     -   173,240.612   575,707.235   MT  0.99994717   -0 10 20.3
 HX2980;UTM  17      - 4,268,047.278   475,715.611   MT  0.99960726   -0 10 25.5
 HX2980
 HX2980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2980!SPC WV S     -   0.99994496  x   0.99994717  =   0.99989213
 HX2980!UTM  17      -   0.99994496  x   0.99960726  =   0.99955224
 HX2980
 HX2980|---------------------------------------------------------------------|
 HX2980| PID    Reference Object                     Distance      Geod. Az  |
 HX2980|                                                           dddmmss.s |
 HX2980| DC3719 AMMA RM 1                            10.568 METERS 14810     |
 HX2980| DC3720 AMMA RM 2                             9.421 METERS 21742     |
 HX2980| HX2978 GARNER                              467.800 METERS 2861218.2 |
 HX2980| HX2979 AMMA 1944 AZ MK                     441.951 METERS 3101711.6 |
 HX2980|---------------------------------------------------------------------|
 HX2980
 HX2980                          SUPERSEDED SURVEY CONTROL
 HX2980
 HX2980  NAD 83(1986)-  38 33 37.93142(N)    081 16 43.43774(W) AD(       ) 2
 HX2980  NAD 27      -  38 33 37.58400(N)    081 16 44.01200(W) AD(       ) 2
 HX2980
 HX2980.Superseded values are not recommended for survey control.
 HX2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2980.See file dsdata.txt to determine how the superseded data were derived.
 HX2980
 HX2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7571668047(NAD 83)
 HX2980_MARKER: DS = TRIANGULATION STATION DISK
 HX2980_SETTING: 66 = SET IN ROCK OUTCROP
 HX2980_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HX2980
 HX2980  HISTORY     - Date     Condition        Report By
 HX2980  HISTORY     - 1944     MONUMENTED       CGS
 HX2980
 HX2980                          STATION DESCRIPTION
 HX2980
 HX2980'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2980'STATION IS LOCATED ABOUT 0.75 MILE SW OF THE AMMA POST OFFICE, IN THE
 HX2980'SW EDGE OF A
 HX2980'PROMINENT ROCK KNOB BETWEEN BIG SANDY CREEK AND GARNER BRANCH.
 HX2980'THE PROPERTY IS OWNED BY MR.
 HX2980'WILDER SLOAN WHO LIVES 1/4 MILE N OF THE
 HX2980'STATION AT THE HEAD OF A CANYON.  STATION IS
 HX2980'SITUATED NEAR THE TOP OF THE
 HX2980'KNOB, 8.6 FEET SE OF A TRIANGULAR-BLAZED OAK TREE, AND 9.5 FEET
 HX2980'NW OF ANOTHER
 HX2980'TRIANGULAR-BLAZED OAK TREE.
 HX2980'
 HX2980'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 HX2980'OUTCROPPING BEDROCK.
 HX2980'IT IS STAMPED AMMA 1944.
 HX2980'
 HX2980'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK IN ROCK OUTCROP.  IT IS
 HX2980'STAMPED AMMA NO 1 1944.
 HX2980'
 HX2980'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK AT THE TOP OF A
 HX2980'WEDGE-SHAPED BOULDER.
 HX2980'THE TOP OF THE BOULDER IS ABOUT 6 FEET IN HEIGHT.  IT IS STAMPED
 HX2980'AMMA NO 2 1944.
 HX2980'
 HX2980'AZIMUTH MARK IS ON THE ROAD BANK, 18 FEET NW OF THE APPROXIMATE
 HX2980'CENTER LINE OF THE ROAD,
 HX2980'AND 6.5 FEET S OF A WITNESS POST.  IT IS A BRONZE AZIMUTH DISK
 HX2980'SET IN THE TOP OF A CONCRETE
 HX2980'POST AND IS STAMPED AMMA 1944.
 HX2980'
 HX2980'TO REACH THE STATION FROM THE AMMA POST OFFICE, GO SW ON A NARROW
 HX2980'MACADAM ROAD FOR 0.7 MILE
 HX2980'TO A GATE ON THE LEFT AT THE TOP OF THE RIDGE.* TURN LEFT
 HX2980'THROUGH THE GATE AND FOLLOW A
 HX2980'DIRT ROAD FOR 0.5 MILE TO THE END OF TRUCK
 HX2980'TRAVEL AT A WHITE HOUSE ON THE RIGHT.  FROM THE
 HX2980'HOUSE PACK S UP A STEEP GRADE
 HX2980'FOR 0.25 MILE TO THE STATION.
 HX2980'
 HX2980'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SW FOR 0.6 MILE
 HX2980'TO THE MARK ON THE  RIGHT.
 HX2980'
 HX2980'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2979 ***********************************************************************
 HX2979  DESIGNATION -  AMMA 1944 AZ MK
 HX2979  PID         -  HX2979
 HX2979  STATE/COUNTY-  WV/ROANE
 HX2979  USGS QUAD   -  CLIO (1976)
 HX2979
 HX2979                         *CURRENT SURVEY CONTROL
 HX2979  ___________________________________________________________________
 HX2979* NAD 83(1995)-  38 33 47.19141(N)    081 16 57.35557(W)     ADJUSTED  
 HX2979* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 HX2979  ___________________________________________________________________
 HX2979  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 HX2979  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HX2979
 HX2979  HORZ ORDER  -  SECOND
 HX2979
 HX2979.The horizontal coordinates were established by classical geodetic methods
 HX2979.and adjusted by the National Geodetic Survey in April 1998..
 HX2979
 HX2979.The orthometric height was scaled from a topographic map.
 HX2979
 HX2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2979
 HX2979.The geoid height was determined by GEOID03.
 HX2979
 HX2979;                    North         East     Units Scale Factor Converg.
 HX2979;SPC WV S     -   173,527.380   575,370.984   MT  0.99994746   -0 10 28.9
 HX2979;UTM  17      - 4,268,333.957   475,379.482   MT  0.99960746   -0 10 34.2
 HX2979
 HX2979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2979!SPC WV S     -   0.99996724  x   0.99994746  =   0.99991470
 HX2979!UTM  17      -   0.99996724  x   0.99960746  =   0.99957471
 HX2979
 HX2979:                Primary Azimuth Mark                     Grid Az
 HX2979:SPC WV S     -  AMMA                                     130 27 31.8
 HX2979:UTM  17      -  AMMA                                     130 27 37.1
 HX2979
 HX2979|---------------------------------------------------------------------|
 HX2979| PID    Reference Object                     Distance      Geod. Az  |
 HX2979|                                                           dddmmss.s |
 HX2979| HX2980 AMMA                                441.951 METERS 1301702.9 |
 HX2979| HX2978 GARNER                              191.457 METERS 21550     |
 HX2979|---------------------------------------------------------------------|
 HX2979
 HX2979                          SUPERSEDED SURVEY CONTROL
 HX2979
 HX2979  NAD 83(1986)-  38 33 47.19878(N)    081 16 57.36278(W) AD(       ) 2
 HX2979  NAD 27      -  38 33 46.85100(N)    081 16 57.93600(W) AD(       ) 2
 HX2979
 HX2979.Superseded values are not recommended for survey control.
 HX2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2979.See file dsdata.txt to determine how the superseded data were derived.
 HX2979
 HX2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7537968334(NAD 83)
 HX2979_MARKER: DZ = AZIMUTH MARK DISK
 HX2979_SETTING: 0 = UNSPECIFIED SETTING
 HX2979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2979
 HX2979  HISTORY     - Date     Condition        Report By
 HX2979  HISTORY     - 1944     MONUMENTED       CGS
 HX2979
 HX2979                          STATION DESCRIPTION
 HX2979
 HX2979'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2979'LOCATED ON
 HX2979'THE W SIDE OF
 HX2979'HIGHWAY BETWEEN AMMA AND COTTON, ABOUT 1 MILE SW OF
 HX2979'AMMA, AND ABOUT 6 MILES NE OF
 HX2979'COTTON.  IT IS 6.5 FEET S OF A WITNESS
 HX2979'POST AND 18 FEET NW OF THE CENTER LINE OF THE
 HX2979'ROAD.  IT IS A
 HX2979'BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND IS STAMPED
 HX2979'AMMA 1944.
 HX2979'
 HX2979'TO REACH FROM THE POST OFFICE IN AMMA, GO SW ON SURFACED
 HX2979'ROAD FOR 1.3 MILES
 HX2979'TO THE AZIMUTH MARK ON THE RIGHT.
 HX2979'
 HX2979'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7580 ***********************************************************************
 AC7580  DESIGNATION -  AP 1958 STA B
 AC7580  PID         -  AC7580
 AC7580  STATE/COUNTY-  WV/KANAWHA
 AC7580  USGS QUAD   -  BIG CHIMNEY (1976)
 AC7580
 AC7580                         *CURRENT SURVEY CONTROL
 AC7580  ___________________________________________________________________
 AC7580* NAD 83(1995)-  38 22 49.90385(N)    081 35 13.71129(W)     ADJUSTED  
 AC7580* NAVD 88     -       275.3    (meters)     903.     (feet)  GPS OBS   
 AC7580  ___________________________________________________________________
 AC7580  X           -     732,476.729 (meters)                     COMP
 AC7580  Y           -  -4,952,631.667 (meters)                     COMP
 AC7580  Z           -   3,938,792.278 (meters)                     COMP
 AC7580  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 AC7580  ELLIP HEIGHT-         242.13  (meters)          (01/16/02) GPS OBS
 AC7580  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AC7580
 AC7580  HORZ ORDER  -  FIRST
 AC7580  ELLP ORDER  -  FOURTH    CLASS II
 AC7580
 AC7580.The horizontal coordinates were established by GPS observations
 AC7580.and adjusted by the National Geodetic Survey in August 1997..
 AC7580
 AC7580.The orthometric height was determined by GPS observations and a
 AC7580.high-resolution geoid model.
 AC7580
 AC7580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7580
 AC7580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7580
 AC7580.The ellipsoidal height was determined by GPS observations
 AC7580.and is referenced to NAD 83.
 AC7580
 AC7580.The geoid height was determined by GEOID03.
 AC7580
 AC7580;                    North         East     Units Scale Factor Converg.
 AC7580;SPC WV S     -   153,386.207   548,701.344   MT  0.99993151   -0 21 46.7
 AC7580;UTM  17      - 4,248,200.003   448,717.800   MT  0.99963239   -0 21 52.4
 AC7580
 AC7580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7580!SPC WV S     -   0.99996201  x   0.99993151  =   0.99989352
 AC7580!UTM  17      -   0.99996201  x   0.99963239  =   0.99959441
 AC7580
 AC7580                          SUPERSEDED SURVEY CONTROL
 AC7580
 AC7580  ELLIP H (08/27/97)  242.16   (m)                       GP(       ) 4 2
 AC7580
 AC7580.Superseded values are not recommended for survey control.
 AC7580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7580.See file dsdata.txt to determine how the superseded data were derived.
 AC7580
 AC7580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4871848200(NAD 83)
 AC7580_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7580_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC7580+WITH SETTING: PAVEMENT
 AC7580_SP_SET: CONCRETE BASE OF RUNWAY LIGHT
 AC7580_STAMPING: AP 1958 STA B
 AC7580_MARK LOGO: CGS   
 AC7580_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7580+STABILITY: SURFACE MOTION
 AC7580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7580+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 AC7580
 AC7580  HISTORY     - Date     Condition        Report By
 AC7580  HISTORY     - 1958     MONUMENTED       CGS
 AC7580  HISTORY     - 19951016 GOOD             NGS
 AC7580  HISTORY     - 19960620 GOOD             NGS
 AC7580
 AC7580                          STATION DESCRIPTION
 AC7580
 AC7580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AC7580'THE STATION IS LOCATED AT THE KANAWHA AIRPORT APPROXIMATELY 500 FT
 AC7580'(152.4 M) SOUTHWEST OF RUNWAY END 23, 141.7 FT (43.2 M) SOUTHEAST OF
 AC7580'WINDSOCK, 12.6 FT (3.8 M) SOUTHWEST OF RUNWAY LIGHT 94, 9 FT (2.7 M)
 AC7580'NORTHWEST OF TEH NORTHWEST EDGE OF RUNWAY AND SET IN THE EAST CORNER
 AC7580'OF CONCRETE BASE FOR DISCOMMISSIONED RUNWAY LIGHT 157.  THE STATION IS
 AC7580'A STANDARD TOPOGRAPHIC DISK STAMPED STA B AP 1958.
 AC7580
 AC7580                          STATION RECOVERY (1996)
 AC7580
 AC7580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC7580'NOTE--A TEMPORARY BADGE IS REQUIRED FOR ANYONE VISITING THE AIRFIELD.
 AC7580'IT CAN BE OBTAINED AT THE TERMINAL AT THE TIME OF OBSERVATIONS.  THE
 AC7580'STATION IS LOCATED ABOUT 1 KM (0.60 MI) SOUTHEAST OF INTERSTATE
 AC7580'HIGHWAY 79, ON THE NORTHEAST SIDE OF CHARLESTON, ALONG THE NORTHWEST
 AC7580'EDGE OF RUNWAY 5-23, AND ABOUT 150 M (492.1 FT) WEST-SOUTHWEST OF
 AC7580'RUNWAY END 23.  OWNERSHIP--CENTRAL WEST VIRGINIA REGIONAL AIRPORT
 AC7580'AUTHORITY, YEAGER AIRPORT, 100 AIRPORT ROAD, CHARLESTON, WV 25311.
 AC7580'AIRPORT DIRECTOR IS JEFFREY D.  DUBAR, PHONE 304-344-8033.  ASSISTANT
 AC7580'MANAGER IS DENNY HUFFMAN AND SUPPORT SERVICE MANAGER IS BRIAN BELCHER,
 AC7580'PHONE 304-345-9176.  CONTACT ONE OF THEM AT LEAST ONE DAY IN ADVANCE
 AC7580'TO ARRANGE FOR AN ESCORT TO THIS STATION.  TO REACH FROM THE UNDERPASS
 AC7580'AT THE JUNCTION OF INTERSTATE HIGHWAY 77 AND STATE HIGHWAY 114
 AC7580'(GREENBRIER STREET/EXIT 99) IN EAST CHARLESTON, GO NORTHEAST ON
 AC7580'HIGHWAY 114 FOR 2.4 KM (1.50 MI) TO A PAVED Y-JUNCTION.  BEAR LEFT,
 AC7580'NORTHERLY, ON AIRPORT ROAD FOR 1.62 KM (1.00 MI) TO A PAVED
 AC7580'Y-JUNCTION.  BEAR RIGHT, NORTH, THEN NORTHWEST, ON THE CIRCLE DRIVE
 AC7580'FOR 0.72 KM (0.45 MI) TO THE TERMINAL ON THE RIGHT.  CONTINUE AHEAD,
 AC7580'SOUTHWEST, ON THE ROAD FOR 0.08 KM (0.05 MI) TO A LANE THROUGH A
 AC7580'PARKING LOT ON THE RIGHT.  TURN RIGHT, NORTHWEST, ON THE LANE FOR 0.08
 AC7580'KM (0.05 MI) TO A GATE AT THE APRON.  AN ESCORT WILL MEET YOU HERE.
 AC7580'THE STATION IS SET FLUSH IN THE TOP OF THE EAST CORNER OF A 1.3 M (4.3
 AC7580'FT) SQUARE CONCRETE BASE OF DECOMMISSIONED RUNWAY LIGHT NUMBER 157,
 AC7580'SET 2 CM ABOE GROUND.  IT IS 43.2 M (141.7 FT) SOUTHEAST OF A
 AC7580'WINDSOCK, 14.7 M (48.2 FT) SOUTH OF THE SOUTH CORNER OF THE CONCRETE
 AC7580'PAD OF THE SOUTHEAST VASI, 3.8 M (12.5 FT) SOUTHWEST OF RUNWAY LIGHT
 AC7580'NUMBER 94, AND 2.8 M (9.2 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 AC7580'RUNWAY.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7561 ***********************************************************************
 AC7561  SACS        -  This is a Secondary Airport Control Station.
 AC7561  DESIGNATION -  AP 1963 STA A
 AC7561  PID         -  AC7561
 AC7561  STATE/COUNTY-  WV/WAYNE
 AC7561  USGS QUAD   -  BURNAUGH (1989)
 AC7561
 AC7561                         *CURRENT SURVEY CONTROL
 AC7561  ___________________________________________________________________
 AC7561* NAD 83(1995)-  38 22 10.05474(N)    082 33 53.66680(W)     ADJUSTED  
 AC7561* NAVD 88     -       250.69   (meters)     822.5    (feet)  GPS OBS   
 AC7561  ___________________________________________________________________
 AC7561  X           -     647,952.628 (meters)                     COMP
 AC7561  Y           -  -4,965,147.182 (meters)                     COMP
 AC7561  Z           -   3,937,813.772 (meters)                     COMP
 AC7561  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AC7561  ELLIP HEIGHT-         217.65  (meters)          (11/29/01) GPS OBS
 AC7561  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 AC7561
 AC7561  HORZ ORDER  -  FIRST
 AC7561  ELLP ORDER  -  FOURTH    CLASS II
 AC7561
 AC7561.This mark is at Tri-State/milton J Ferguson Fld Airport (HTS)
 AC7561
 AC7561.The horizontal coordinates were established by GPS observations
 AC7561.and adjusted by the National Geodetic Survey in August 1997..
 AC7561
 AC7561.The orthometric height was determined by GPS observations and a
 AC7561.high-resolution geoid model.
 AC7561
 AC7561.GPS derived orthometric heights for airport stations designated as
 AC7561.PACS or SACS are published to 2 decimal places.  This maintains
 AC7561.centimeter relative accuracy between the PACS and SACS.  It does
 AC7561.not indicate centimeter accuracy relative to other marks which are
 AC7561.part of the NAVD 88 network.
 AC7561
 AC7561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7561
 AC7561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7561
 AC7561.The ellipsoidal height was determined by GPS observations
 AC7561.and is referenced to NAD 83.
 AC7561
 AC7561.The geoid height was determined by GEOID03.
 AC7561
 AC7561;                    North         East     Units Scale Factor Converg.
 AC7561;SPC WV S     -   153,149.523   463,258.721   MT  0.99993087   -0 58 02.7
 AC7561;UTM  17      - 4,247,967.642   363,293.532   MT  0.99983016   -0 58 17.5
 AC7561
 AC7561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7561!SPC WV S     -   0.99996585  x   0.99993087  =   0.99989672
 AC7561!UTM  17      -   0.99996585  x   0.99983016  =   0.99979602
 AC7561
 AC7561                          SUPERSEDED SURVEY CONTROL
 AC7561
 AC7561  ELLIP H (08/22/97)  217.67   (m)                       GP(       ) 4 2
 AC7561
 AC7561.Superseded values are not recommended for survey control.
 AC7561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7561.See file dsdata.txt to determine how the superseded data were derived.
 AC7561
 AC7561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC6329447968(NAD 83)
 AC7561_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7561_STAMPING: AP 1963 STA A
 AC7561_MARK LOGO: CGS   
 AC7561_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7561+STABILITY: SURFACE MOTION
 AC7561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7561+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1996
 AC7561
 AC7561  HISTORY     - Date     Condition        Report By
 AC7561  HISTORY     - 1963     MONUMENTED       CGS
 AC7561  HISTORY     - 19940630 GOOD             NGS
 AC7561  HISTORY     - 19960730 GOOD             NGS
 AC7561
 AC7561                          STATION DESCRIPTION
 AC7561
 AC7561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AC7561'THIS STATION IS LOCATED AT THE WEST END OF THE FIELD, ON THE SOUTH
 AC7561'SIDE OF THE RWY 12/30.  61.3 FT (18.7 M) EAST OF THE CL OF TAXIWAY G,
 AC7561'42.6 FT (13.0 M) SOUTHWEST OF THE SW CORNER OF A CONCRETE PAD HOLDING
 AC7561'A SIGN LABELED G, 66.8 FT (20.4 M) SOUTH OF A TAXIWAY LIGHT JUST NORTH
 AC7561'OF THAT SIGN, 35.8 FT (10.9 M) SOUTH OF THE NEXT TAXIWAY LIGHT WEST OF
 AC7561'THE SAME SIGN, THE STATION IS A STANDARD NOS BRASS DISK STAMPED AP
 AC7561'1963 STA A MOUNTED IN A CONCRETE POST 0.3 FT (9.1 CM) BELOW THE
 AC7561'GROUND.
 AC7561
 AC7561                          STATION RECOVERY (1996)
 AC7561
 AC7561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC7561'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST-SOUTHWEST OF
 AC7561'HUNTINGTON, 6 KM (3.70 MI) SOUTHEAST OF THE INTERSECTION OF THE WEST
 AC7561'VIRGINIA-KENTUCKY-OHIO BORDER AT THE TRI-STATE AIRPORT, IN THE
 AC7561'SOUTHEAST QUADRANT OF THE JUNCTION OF TAXI G AND RUNWAY 12-30.
 AC7561'OWNERSHIP--CITY OF HUNTINGTON, 1449 AIRPORT ROAD, HUNTINGTON, W.V.
 AC7561'25704-9043.  AIRPORT MANAGER IS LARRY SALYERS.  MAINTENANCE SUPERVISOR
 AC7561'IS ROBERT MAYNARD (730 A.M.  TO 330 P.M.) .  PHONE 304-453-6165.
 AC7561'CONTACT ONE OF THEM ONE DAY IN ADVANCE TO ARRANGE FOR AN ESCORT TO
 AC7561'THIS STATION.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AC7561'INTERSTATE HIGHWAY 64 AND U.S.  HIGHWAY 52 (EXIT 1) IN CEREDO, GO
 AC7561'SOUTH-SOUTHWEST ON HIGHWAY 52 FOR 0.48 KM (0.30 MI) TO A PAVED ROAD
 AC7561'LEFT (AIRPORT ROAD) .  TURN LEFT, SOUTHEAST ON AIRPORT ROAD FOR 2.74
 AC7561'KM (1.70 MI) TO THE AIRPORT TERMINAL ON THE LEFT.  BEAR RIGHT, WEST,
 AC7561'ON AIRPORT ROAD FOR 0.16 KM (0.10 MI) TO A PAVED ROAD LEFT BETWEEN TWO
 AC7561'HANGARS LEADING TO A GATE.  ESCORT WILL MEET YOU AT THE GATE.  THE
 AC7561'STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST SET 15 CM
 AC7561'BELOW THE GROUND SURFACE.  IT IS 30.8 M (101.0 FT) SOUTH OF THE SOUTH
 AC7561'EDGE OF RUNWAY 12-30, 18.8 M (61.7 FT) SOUTHEAST OF THE CENTER OF TAXI
 AC7561'G, ABOUT 15 M (49.2 FT) NORTH OF THE CENTER OF A TRAIL ROAD, 13.2 M
 AC7561'(43.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE PAD FOR
 AC7561'TAXI SIGN G, 9.8 M (32.2 FT) EAST OF THE FOURTH TAXI LIGHT FROM THE
 AC7561'RUNWAY (TAXI LIGHT NUMBER 53) , AND 0.3 M (1.0 FT) WEST OF A
 AC7561'FIBERGLASS WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7581 ***********************************************************************
 AC7581  SACS        -  This is a Secondary Airport Control Station.
 AC7581  DESIGNATION -  AP 1963 STA B 2
 AC7581  PID         -  AC7581
 AC7581  STATE/COUNTY-  WV/KANAWHA
 AC7581  USGS QUAD   -  BIG CHIMNEY (1976)
 AC7581
 AC7581                         *CURRENT SURVEY CONTROL
 AC7581  ___________________________________________________________________
 AC7581* NAD 83(1995)-  38 22 50.55143(N)    081 35 14.49633(W)     ADJUSTED  
 AC7581* NAVD 88     -       275.02   (meters)     902.3    (feet)  GPS OBS   
 AC7581  ___________________________________________________________________
 AC7581  X           -     732,456.033 (meters)                     COMP
 AC7581  Y           -  -4,952,621.965 (meters)                     COMP
 AC7581  Z           -   3,938,807.751 (meters)                     COMP
 AC7581  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 AC7581  ELLIP HEIGHT-         241.84  (meters)          (01/16/02) GPS OBS
 AC7581  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AC7581
 AC7581  HORZ ORDER  -  FIRST
 AC7581  ELLP ORDER  -  FOURTH    CLASS II
 AC7581
 AC7581.This mark is at Yeager Airport (CRW)
 AC7581
 AC7581.The horizontal coordinates were established by GPS observations
 AC7581.and adjusted by the National Geodetic Survey in August 1997..
 AC7581
 AC7581.The orthometric height was determined by GPS observations and a
 AC7581.high-resolution geoid model.
 AC7581
 AC7581.GPS derived orthometric heights for airport stations designated as
 AC7581.PACS or SACS are published to 2 decimal places.  This maintains
 AC7581.centimeter relative accuracy between the PACS and SACS.  It does
 AC7581.not indicate centimeter accuracy relative to other marks which are
 AC7581.part of the NAVD 88 network.
 AC7581
 AC7581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7581
 AC7581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7581
 AC7581.The ellipsoidal height was determined by GPS observations
 AC7581.and is referenced to NAD 83.
 AC7581
 AC7581.The geoid height was determined by GEOID03.
 AC7581
 AC7581;                    North         East     Units Scale Factor Converg.
 AC7581;SPC WV S     -   153,406.294   548,682.418   MT  0.99993152   -0 21 47.2
 AC7581;UTM  17      - 4,248,220.084   448,698.881   MT  0.99963241   -0 21 52.9
 AC7581
 AC7581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7581!SPC WV S     -   0.99996205  x   0.99993152  =   0.99989358
 AC7581!UTM  17      -   0.99996205  x   0.99963241  =   0.99959448
 AC7581
 AC7581                          SUPERSEDED SURVEY CONTROL
 AC7581
 AC7581  ELLIP H (08/27/97)  241.87   (m)                       GP(       ) 4 2
 AC7581
 AC7581.Superseded values are not recommended for survey control.
 AC7581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7581.See file dsdata.txt to determine how the superseded data were derived.
 AC7581
 AC7581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4869948220(NAD 83)
 AC7581_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7581_STAMPING: AP 1963 STA B2
 AC7581_MARK LOGO: CGS   
 AC7581_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7581+STABILITY: SURFACE MOTION
 AC7581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7581+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 AC7581
 AC7581  HISTORY     - Date     Condition        Report By
 AC7581  HISTORY     - 1963     MONUMENTED       CGS
 AC7581  HISTORY     - 19951016 GOOD             NGS
 AC7581  HISTORY     - 19960620 GOOD             NGS
 AC7581
 AC7581                          STATION DESCRIPTION
 AC7581
 AC7581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AC7581'THE STATION IS LOCATED AT THE KANAWHA AIRPORT, 558.36 FT (170.19 M) SW
 AC7581'OF THE C/L END RUNWAY 23, 90.5 FT (27.6 M) NW OF AP 1958 STA B, 90.3
 AC7581'FT (27.5 M) NW OF THE 3RD RUNWAY LIGHT FRON THE RUNWAY END (LT 94) AND
 AC7581'201.9 FT (61.5 M) N OF THE 4TH RUNWAY LIGHT FROM THE RUNWAY END LT 95.
 AC7581'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1963 STA B2 SET
 AC7581'IN THE TOP OF A CONCRETE MONUMENT 0.1 FOOT (3.0 CM) ABOVE THE SURFACE
 AC7581'OF THE GROUND.
 AC7581
 AC7581                          STATION RECOVERY (1996)
 AC7581
 AC7581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC7581'NOTE--A TEMPORARY BADGE IS REQUIRED FOR ANYONE VISITING THE AIRFIELD.
 AC7581'IT CAN BE OBTAINED AT THE TERMINAL AT THE TIME OF OBSERVATIONS.  THE
 AC7581'STATION IS LOCATED ABOUT 1 KM (0.60 MI) SOUTHEAST OF INTERSTATE
 AC7581'HIGHWAY 79, ON THE NORTHEAST SIDE OF CHARLESTON, BETWEEN THE NORTHWEST
 AC7581'EDGE OF RUNWAY 5-23 AND A WINDSOCK, ABOUT 170 M (557.7 FT) WEST OF
 AC7581'RUNWAY END 23, AND JUST WEST OF THE REAR VASI. OWNERSHIP--CENTRAL WEST
 AC7581'VIRGINIA REGIONAL AIRPORT AUTHORITY, YEAGER AIRPORT, 100 AIRPORT ROAD,
 AC7581'CHARLESTON, WV 25311.  AIRPORT DIRECTOR IS JEFFREY D.  DUBAR, PHONE
 AC7581'304-344-8033.  ASSISTANT MANAGER IS DENNY HUFFMAN AND SUPPORT SERVICE
 AC7581'MANAGER IS BRIAN BELCHER, PHONE 304-345-9176.  CONTACT ONE OF THEM AT
 AC7581'LEAST ONE DAY IN ADVANCE TO ARRANGE FOR AN ESCORT TO THIS STATION.  TO
 AC7581'REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 77 AND
 AC7581'STATE HIGHWAY 114 (GREENBRIER STREET) (EXIT 99) IN EAST CHARLESTON, GO
 AC7581'NORTHEAST ON HIGHWAY 114 FOR 2.4 KM (1.50 MI) TO A PAVED Y-JUNCTION.
 AC7581'BEAR LEFT, NORTHERLY, ON AIRPORT ROAD FOR 1.62 KM (1.00 MI) TO A PAVED
 AC7581'Y-JUNCTION.  BEAR RIGHT, NORTH, THEN NORTHWEST, ON THE CIRCLE DRIVE
 AC7581'FOR 0.72 KM (0.45 MI) TO THE TERMINAL ON THE RIGHT.  CONTINUE AHEAD,
 AC7581'SOUTHWEST, ON THE ROAD FOR 0.08 KM (0.05 MI) TO A LANE THROUGH A
 AC7581'PARKING LOT ON THE RIGHT.  TURN RIGHT, NORTHWEST, ON THE LANE FOR 0.08
 AC7581'KM (0.05 MI) TO A GATE AT THE APRON.  AN ESCORT WILL MEET YOU HERE.
 AC7581'THE STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST SET FLUSH
 AC7581'WITH THE GROUND.  IT IS 30.3 M (99.4 FT) NORTHWEST OF THE NORTHWEST
 AC7581'EDGE OF THE RUNWAY, 27.6 M (90.6 FT) NORTHWEST OF AP STA B, 15.7 M
 AC7581'(51.5 FT) SOUTHEAST OF A WINDSOCK, 12.3 M (40.4 FT) WEST OF THE WEST
 AC7581'CORNER OF THE CONCRETE PAD OF THE NORTHWEST VASI, AND 0.25 M (0.82 FT)
 AC7581'SOUTHEAST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G. AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7576 ***********************************************************************
 AC7576  SACS        -  This is a Secondary Airport Control Station.
 AC7576  DESIGNATION -  AP 1965 STA B
 AC7576  PID         -  AC7576
 AC7576  STATE/COUNTY-  WV/RALEIGH
 AC7576  USGS QUAD   -  BECKLEY (1989)
 AC7576
 AC7576                         *CURRENT SURVEY CONTROL
 AC7576  ___________________________________________________________________
 AC7576* NAD 83(1995)-  37 46 57.28197(N)    081 07 57.62567(W)     ADJUSTED  
 AC7576* NAVD 88     -       757.00   (meters)    2483.6    (feet)  GPS OBS   
 AC7576  ___________________________________________________________________
 AC7576  X           -     778,106.804 (meters)                     COMP
 AC7576  Y           -  -4,987,492.507 (meters)                     COMP
 AC7576  Z           -   3,886,843.841 (meters)                     COMP
 AC7576  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AC7576  ELLIP HEIGHT-         725.94  (meters)          (12/04/01) GPS OBS
 AC7576  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AC7576
 AC7576  HORZ ORDER  -  FIRST
 AC7576  ELLP ORDER  -  FIFTH     CLASS I
 AC7576
 AC7576.This mark is at Raleigh Co Mem Airport (BKW)
 AC7576
 AC7576.The horizontal coordinates were established by GPS observations
 AC7576.and adjusted by the National Geodetic Survey in August 1997..
 AC7576
 AC7576.The orthometric height was determined by GPS observations and a
 AC7576.high-resolution geoid model.
 AC7576
 AC7576.GPS derived orthometric heights for airport stations designated as
 AC7576.PACS or SACS are published to 2 decimal places.  This maintains
 AC7576.centimeter relative accuracy between the PACS and SACS.  It does
 AC7576.not indicate centimeter accuracy relative to other marks which are
 AC7576.part of the NAVD 88 network.
 AC7576
 AC7576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7576
 AC7576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7576
 AC7576.The ellipsoidal height was determined by GPS observations
 AC7576.and is referenced to NAD 83.
 AC7576
 AC7576.The geoid height was determined by GEOID03.
 AC7576
 AC7576;                    North         East     Units Scale Factor Converg.
 AC7576;SPC WV S     -    86,865.284   588,313.200   MT  0.99995013   -0 04 55.3
 AC7576;UTM  17      - 4,181,700.367   488,317.286   MT  0.99960168   -0 04 52.6
 AC7576
 AC7576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7576!SPC WV S     -   0.99988610  x   0.99995013  =   0.99983624
 AC7576!UTM  17      -   0.99988610  x   0.99960168  =   0.99948783
 AC7576
 AC7576                          SUPERSEDED SURVEY CONTROL
 AC7576
 AC7576  ELLIP H (08/19/97)  725.97   (m)                       GP(       ) 5 1
 AC7576
 AC7576.Superseded values are not recommended for survey control.
 AC7576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7576.See file dsdata.txt to determine how the superseded data were derived.
 AC7576
 AC7576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8831781700(NAD 83)
 AC7576_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7576_STAMPING: AP 1965 STA B
 AC7576_MARK LOGO: CGS   
 AC7576_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7576+STABILITY: SURFACE MOTION
 AC7576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7576+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1996
 AC7576
 AC7576  HISTORY     - Date     Condition        Report By
 AC7576  HISTORY     - 1965     MONUMENTED       CGS
 AC7576  HISTORY     - 19951031 GOOD             NGS
 AC7576  HISTORY     - 19960630 GOOD             NGS
 AC7576
 AC7576                          STATION DESCRIPTION
 AC7576
 AC7576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AC7576'LOCATED AT RALEIGH COUNTY MEMORIAL AIRPORT, AT THE END OF RUNWAY 10,
 AC7576'ABOUT 0.8 MILE (1.3 KM) WEST OF THE TERMINAL BUILDING, 125.00 FT
 AC7576'(38.10 M) SOUTH OF THE CENTER LINE END OF RUNWAY 10, 182.2 FT (55.5 M)
 AC7576'SW OF THE FIRST RUNWAY LIGHT ON THE SOUTH SIDE OF THE RUNWAY AND 71.7
 AC7576'FT (21.9 M) SSW OF THE MOST SOUTHERLY THRESHOLD LIGHT.  A TOPOGRAPHIC
 AC7576'STATION DISK STAMPED AP 1965 STA B IN THE TOP OF A CONCRETE MONUMENT
 AC7576'SET FLUSH WITH THE GROUND.
 AC7576
 AC7576                          STATION RECOVERY (1996)
 AC7576
 AC7576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC7576'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7579 ***********************************************************************
 AC7579  DESIGNATION -  AP 1971 STA A 3 CRW
 AC7579  PID         -  AC7579
 AC7579  STATE/COUNTY-  WV/KANAWHA
 AC7579  USGS QUAD   -  CHARLESTON EAST (1976)
 AC7579
 AC7579                         *CURRENT SURVEY CONTROL
 AC7579  ___________________________________________________________________
 AC7579* NAD 83(1995)-  38 22 16.08223(N)    081 36 01.68863(W)     ADJUSTED  
 AC7579* NAVD 88     -       288.0    (meters)     945.     (feet)  GPS OBS   
 AC7579  ___________________________________________________________________
 AC7579  X           -     731,420.759 (meters)                     COMP
 AC7579  Y           -  -4,953,452.291 (meters)                     COMP
 AC7579  Z           -   3,937,982.587 (meters)                     COMP
 AC7579  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 AC7579  ELLIP HEIGHT-         254.86  (meters)          (01/16/02) GPS OBS
 AC7579  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AC7579
 AC7579  HORZ ORDER  -  FIRST
 AC7579  ELLP ORDER  -  FOURTH    CLASS II
 AC7579
 AC7579.The horizontal coordinates were established by GPS observations
 AC7579.and adjusted by the National Geodetic Survey in August 1997..
 AC7579
 AC7579.The orthometric height was determined by GPS observations and a
 AC7579.high-resolution geoid model.
 AC7579
 AC7579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7579
 AC7579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7579
 AC7579.The ellipsoidal height was determined by GPS observations
 AC7579.and is referenced to NAD 83.
 AC7579
 AC7579.The geoid height was determined by GEOID03.
 AC7579
 AC7579;                    North         East     Units Scale Factor Converg.
 AC7579;SPC WV S     -   152,350.894   547,530.219   MT  0.99993097   -0 22 16.3
 AC7579;UTM  17      - 4,247,165.030   447,546.997   MT  0.99963388   -0 22 21.9
 AC7579
 AC7579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7579!SPC WV S     -   0.99996001  x   0.99993097  =   0.99989098
 AC7579!UTM  17      -   0.99996001  x   0.99963388  =   0.99959391
 AC7579
 AC7579                          SUPERSEDED SURVEY CONTROL
 AC7579
 AC7579  ELLIP H (08/27/97)  254.88   (m)                       GP(       ) 4 2
 AC7579
 AC7579.Superseded values are not recommended for survey control.
 AC7579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7579.See file dsdata.txt to determine how the superseded data were derived.
 AC7579
 AC7579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4754747165(NAD 83)
 AC7579_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7579_STAMPING: AP 1971 STA A3 CRW
 AC7579_MARK LOGO: CGS   
 AC7579_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7579+STABILITY: SURFACE MOTION
 AC7579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7579+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 AC7579
 AC7579  HISTORY     - Date     Condition        Report By
 AC7579  HISTORY     - 1971     MONUMENTED       CGS
 AC7579  HISTORY     - 19951016 GOOD             NGS
 AC7579  HISTORY     - 19960620 GOOD             NGS
 AC7579
 AC7579                          STATION DESCRIPTION
 AC7579
 AC7579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AC7579'LOCATED AT KANAWHA AIRPORT NEAR THE OLD END OF RUNWAY 5, ABOUT 650 FT
 AC7579'(198.1 M) NE OF TEH PRESENT END OF RUNWAY 5, APPROXIMATELY ON LINE
 AC7579'WITH THE FIRST SET OF RUNWAY LIGHTS WHICH ARE SW OF THE OLD RUNWAY
 AC7579'END, 100.0 FT (30.5 M) NW OF THE EDGE OF THE RUNWAY, 199.1 FT (60.7 M)
 AC7579'W OF THE 4TH RUNWAY LIGHT FROM THE RUNWAY END LT 135, 198.2 FT (60.4
 AC7579'M) N OF THE 2ND RUNWAY LIGHT FROM THE RUNWAY END (LT 137) AND 27.5 FT
 AC7579'(8.4 M) S OF THE SE CORNER OF THE LOCALIZER PAD.  THE STATION IS A
 AC7579'STANDARD TOPOGRAPHIC DISK STAMPED AP 1971 STA A3 CRW SET IN THE TOP OF
 AC7579'A CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 174.7 FT
 AC7579'(53.2 M) ESE OF THE DME ANTENNA.
 AC7579
 AC7579                          STATION RECOVERY (1996)
 AC7579
 AC7579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC7579'NOTE--A TEMPORARY BADGE IS REQUIRED FOR ANYONE VISITING THE AIRFIELD.
 AC7579'IT CAN BE OBTAINED AT THE TERMINAL AT THE TIME OF OBSERVATIONS.  THE
 AC7579'STATION IS LOCATED ABOUT 1 KM (0.60 MI) SOUTHEAST OF INTERSTATE
 AC7579'HIGHWAY 79, ON THE NORTHEAST SIDE OF CHARLESTON, IN GRASS BETWEEN
 AC7579'RUNWAY 5-23 AND THE WOODS EDGE, ABOUT MIDPOINT BETWEEN THE REAR VASI
 AC7579'AND THE ILS BUILDING SERVING RUNWAY END 5, AND NEAR THE EAST CORNER OF
 AC7579'THE AIRFIELD.  OWNERSHIP--CENTRAL WEST VIRGINIA REGIONAL AIRPORT
 AC7579'AUTHORITY, YEAGER AIRPORT, 100 AIRPORT ROAD, CHARLESTON, WV 25311.
 AC7579'AIRPORT DIRECTOR IS JEFFREY D.  DUBAR, PHONE 304-344-8033.  ASSISTANT
 AC7579'MANAGER IS DENNY HUFFMAN AND SUPPORT SERVICE MANAGER IS BRIAN BELCHER,
 AC7579'PHONE 304-345-9176.  CONTACT ONE OF THEM AT LEAST ONE DAY IN ADVANCE
 AC7579'TO ARRANGE FOR AN ESCORT TO THIS STATION.  TO REACH FROM THE UNDERPASS
 AC7579'AT THE JUNCTION OF INTERSTATE HIGHWAY 77 AND STATE HIGHWAY 114
 AC7579'(GREENBRIER STREET/EXIT 99) IN EAST CHARLESTON, GO NORTHEAST ON
 AC7579'HIGHWAY 114 FOR 2.4 KM (1.50 MI) TO A PAVED Y-JUNCTION.  BEAR LEFT,
 AC7579'NORTHERLY, ON AIRPORT ROAD FOR 1.62 KM (1.00 MI) TO A PAVED
 AC7579'Y-JUNCTION.  BEAR RIGHT, NORTH, THEN NORTHWEST, ON THE CIRCLE DRIVE
 AC7579'FOR 0.72 KM (0.45 MI) TO THE TERMINAL ON THE RIGHT.  CONTINUE AHEAD,
 AC7579'SOUTHWEST, ON THE ROAD FOR 0.08 KM (0.05 MI) TO A LANE THROUGH A
 AC7579'PARKING LOT ON THE RIGHT.  TURN RIGHT, NORTHWEST, ON THE LANE FOR 0.08
 AC7579'KM (0.05 MI) TO A GATE AT THE APRON.  AN ESCORT WILL MEET YOU HERE.
 AC7579'THE STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST, SET 3 CM
 AC7579'BELOW THE GROUND SURFACE.  IT IS 51.5 M (169.0 FT) EAST OF THE
 AC7579'NORTHEAST ILS BUILDING, 48.1 M (157.8 FT) SOUTHWEST OF THE CORNER OF
 AC7579'THE CONCRETE PAD OF THE NORTHWEST VASI LIGHT, 35.4 M (116.1 FT)
 AC7579'NORTH-NORTHEAST OF THE CENTER OF THE PAVED ROAD TO THE ILS BUILDINGS,
 AC7579'30.5 M (100.1 FT) NORTHWEST, OF THE NORTHWEST EDGE, OF THE RUNWAY,
 AC7579'27.5 M (90.2 FT) NORTHWEST OF RUNWAY LIGHT NUMBER 136, 8.4 M (27.6 FT)
 AC7579'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE CONCRETE PAD FOR THE GLIDE
 AC7579'SLOPE, AND 0.2 M (0.7 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 AC7579'DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7571 ***********************************************************************
 AC7571  SACS        -  This is a Secondary Airport Control Station.
 AC7571  DESIGNATION -  AP STA A
 AC7571  PID         -  AC7571
 AC7571  STATE/COUNTY-  WV/WOOD
 AC7571  USGS QUAD   -  VALLEY MILLS (1994)
 AC7571
 AC7571                         *CURRENT SURVEY CONTROL
 AC7571  ___________________________________________________________________
 AC7571* NAD 83(1995)-  39 21 18.76997(N)    081 26 01.54409(W)     ADJUSTED  
 AC7571* NAVD 88     -       260.93   (meters)     856.1    (feet)  GPS OBS   
 AC7571  ___________________________________________________________________
 AC7571  X           -     735,616.260 (meters)                     COMP
 AC7571  Y           -  -4,883,496.965 (meters)                     COMP
 AC7571  Z           -   4,023,030.762 (meters)                     COMP
 AC7571  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AC7571  ELLIP HEIGHT-         226.72  (meters)          (11/30/01) GPS OBS
 AC7571  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 AC7571
 AC7571  HORZ ORDER  -  FIRST
 AC7571  ELLP ORDER  -  FOURTH    CLASS II
 AC7571
 AC7571.This mark is at Wood Co Apt Gill Robb Wilson Fld Airport (PKB)
 AC7571
 AC7571.The horizontal coordinates were established by GPS observations
 AC7571.and adjusted by the National Geodetic Survey in August 1997..
 AC7571
 AC7571.The orthometric height was determined by GPS observations and a
 AC7571.high-resolution geoid model.
 AC7571
 AC7571.GPS derived orthometric heights for airport stations designated as
 AC7571.PACS or SACS are published to 2 decimal places.  This maintains
 AC7571.centimeter relative accuracy between the PACS and SACS.  It does
 AC7571.not indicate centimeter accuracy relative to other marks which are
 AC7571.part of the NAVD 88 network.
 AC7571
 AC7571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7571
 AC7571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7571
 AC7571.The ellipsoidal height was determined by GPS observations
 AC7571.and is referenced to NAD 83.
 AC7571
 AC7571.The geoid height was determined by GEOID03.
 AC7571
 AC7571;                    North         East     Units Scale Factor Converg.
 AC7571;SPC WV N     -    96,736.734   433,346.832   MT  0.99995185   -1 13 59.9
 AC7571;UTM  17      - 4,356,285.960   462,628.221   MT  0.99961720   -0 16 30.2
 AC7571
 AC7571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7571!SPC WV N     -   0.99996443  x   0.99995185  =   0.99991628
 AC7571!UTM  17      -   0.99996443  x   0.99961720  =   0.99958164
 AC7571
 AC7571                          SUPERSEDED SURVEY CONTROL
 AC7571
 AC7571  ELLIP H (08/25/97)  226.73   (m)                       GP(       ) 4 2
 AC7571
 AC7571.Superseded values are not recommended for survey control.
 AC7571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7571.See file dsdata.txt to determine how the superseded data were derived.
 AC7571
 AC7571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6262856286(NAD 83)
 AC7571_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7571_STAMPING: AP 1962 STA A
 AC7571_MARK LOGO: CGS   
 AC7571_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7571+STABILITY: SURFACE MOTION
 AC7571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7571+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1996
 AC7571
 AC7571  HISTORY     - Date     Condition        Report By
 AC7571  HISTORY     - 1962     MONUMENTED       CGS
 AC7571  HISTORY     - 19910427 GOOD             NGS
 AC7571  HISTORY     - 19960724 GOOD             NGS
 AC7571
 AC7571                          STATION DESCRIPTION
 AC7571
 AC7571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AC7571'LOCATED AT WOOD COUNTY AIRPORT AT THE APPROACH TO RUNWAY END 21, 84.2
 AC7571'FT (25.7 M) EAST OF THE NORTHEAST CORNER OF THE RUNWAY, 84.2 FT (25.7
 AC7571'M) NORTHEAST OF THE CENTER OF A MANHOLE COVER, 60 FT (18.3 M) EAST OF
 AC7571'ANOTHER MANHOLE COVER, AND 4.8 FT (1.5 M) NORTHEAST OF THE EDGE OF THE
 AC7571'TAXIWAY.  A TOPOGRAPHIC DISK STAMPED AP 1962 STA A IN THE TOP OF A
 AC7571'CONCRETE MONUMENT ABOUT 1.0 FT (0.3 M) UNDERGROUND.
 AC7571
 AC7571                          STATION RECOVERY (1996)
 AC7571
 AC7571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC7571'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF PARKERSBURG,
 AC7571'7 KM (4.35 MI) SOUTH OF THE OHIO RIVER, 2 KM (1.25 MI) EAST OF
 AC7571'INTERSTATE HIGHWAY 77 AT THE WOOD COUNTY AIRPORT, IN GRASS ALONG A
 AC7571'CURVE IN THE PARALLEL TAXI FOR RUNWAY 3, AND JUST SOUTHEAST OF THE
 AC7571'JUNCTION OF THE TAXI AND RUNWAY END.  OWNERSHIP--WOOD COUNTY AIRPORT
 AC7571'AUTHORITY, P.O.  BOX 4089, PARKERSBURG, W.V.  26104.  AIRPORT MANAGER
 AC7571'IS CAROLYN STROCK.  PHONE 304-464-5112.  CONTACT HER AT LEAST ONE DAY
 AC7571'IN ADVANCE TO ARRANGE FOR AN ESCORT TO THIS STATION.  TO REACH FROM
 AC7571'THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 77 AND STATE
 AC7571'HIGHWAY (EXIT 179) ABOUT 4 KM (2.50 MI) NORTH OF PARKERSBURG, GO EAST
 AC7571'AND NORTHEAST ON HIGHWAY 2 FOR 5.2 KM (3.25 MI) TO THE JUNCTION OF
 AC7571'STATE HIGHWAY 31 ON THE LEFT.  TURN LEFT, NORTHWEST, ON HIGHWAY 31 FOR
 AC7571'1.32 KM (0.80 MI) TO AIRPORT ROAD ON THE LEFT.  TURN LEFT, WEST, ON
 AC7571'AIRPORT ROAD FOR 0.97 KM (0.60 MI) TO A GATE AT THE APRON NORTH OF THE
 AC7571'TERMINAL AND ON THE SOUTH SIDE OF THE LINE OFFICE, PASS THROUGH GATE
 AC7571'AND GO NORTHERLY ON APRON AND TAXIWAYS TO A TAXIWAY CURVE LEFT TO THE
 AC7571'APPROACH END OF RUNWAY 03 AND THE STATION.  THE STATION IS SET IN THE
 AC7571'TOP OF A 25 CM ROUND CONCRETE POST SET 4 CM BELOW THE GROUND SURFACE
 AC7571'LOCATED 25.7 M (84.3 FT) EAST OF THE NORTHEAST CORNER OF THE RUNWAY,
 AC7571'84.2 M (276.2 FT) NORTHEAST OF THE CENTER OF A MANHOLE COVER IN THE
 AC7571'TAXI, 18.3 M (60.0 FT) EAST OF THE CENTER OF A MANHOLE COVER, AND 1.4
 AC7571'M (4.6 FT) NORTHEAST OF THE EAST EDGE OF THE TAXI.  DESCRIBED BY D.G.
 AC7571'AUG THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9211 ***********************************************************************
 AA9211  SACS        -  This is a Secondary Airport Control Station.
 AA9211  DESIGNATION -  AP STA A LWB
 AA9211  PID         -  AA9211
 AA9211  STATE/COUNTY-  WV/GREENBRIER
 AA9211  USGS QUAD   -  LEWISBURG (1979)
 AA9211
 AA9211                         *CURRENT SURVEY CONTROL
 AA9211  ___________________________________________________________________
 AA9211* NAD 83(1995)-  37 51 08.47445(N)    080 24 13.86105(W)     ADJUSTED  
 AA9211* NAVD 88     -       694.65   (meters)    2279.0    (feet)  GPS OBS   
 AA9211  ___________________________________________________________________
 AA9211  X           -     840,684.928 (meters)                     COMP
 AA9211  Y           -  -4,972,459.867 (meters)                     COMP
 AA9211  Z           -   3,892,923.983 (meters)                     COMP
 AA9211  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AA9211  ELLIP HEIGHT-         663.11  (meters)          (10/04/01) GPS OBS
 AA9211  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 AA9211
 AA9211  HORZ ORDER  -  FIRST
 AA9211  ELLP ORDER  -  FOURTH    CLASS II
 AA9211
 AA9211.This mark is at Greenbrier Valley Airport (LWB)
 AA9211
 AA9211.The horizontal coordinates were established by GPS observations
 AA9211.and adjusted by the National Geodetic Survey in November 1995..
 AA9211
 AA9211.The orthometric height was determined by GPS observations and a
 AA9211.high-resolution geoid model.
 AA9211
 AA9211.GPS derived orthometric heights for airport stations designated as
 AA9211.PACS or SACS are published to 2 decimal places.  This maintains
 AA9211.centimeter relative accuracy between the PACS and SACS.  It does
 AA9211.not indicate centimeter accuracy relative to other marks which are
 AA9211.part of the NAVD 88 network.
 AA9211
 AA9211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9211
 AA9211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9211
 AA9211.The ellipsoidal height was determined by GPS observations
 AA9211.and is referenced to NAD 83.
 AA9211
 AA9211.The geoid height was determined by GEOID03.
 AA9211
 AA9211;                    North         East     Units Scale Factor Converg.
 AA9211;SPC WV S     -    94,769.842   652,462.716   MT  0.99994238   +0 22 06.7
 AA9211;UTM  17      - 4,189,601.024   552,445.351   MT  0.99963388   +0 21 57.0
 AA9211
 AA9211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9211!SPC WV S     -   0.99989596  x   0.99994238  =   0.99983834
 AA9211!UTM  17      -   0.99989596  x   0.99963388  =   0.99952988
 AA9211
 AA9211                          SUPERSEDED SURVEY CONTROL
 AA9211
 AA9211  ELLIP H (11/30/95)  663.18   (m)                       GP(       ) 4 2
 AA9211
 AA9211.Superseded values are not recommended for survey control.
 AA9211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9211.See file dsdata.txt to determine how the superseded data were derived.
 AA9211
 AA9211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB5244589601(NAD 83)
 AA9211_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9211_STAMPING: AP STA A LWB 1974
 AA9211_MARK LOGO: CGS   
 AA9211_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9211+STABILITY: SURFACE MOTION
 AA9211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9211+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1997
 AA9211
 AA9211  HISTORY     - Date     Condition        Report By
 AA9211  HISTORY     - 1974     MONUMENTED       NOS
 AA9211  HISTORY     - 19911018 GOOD             NGS
 AA9211  HISTORY     - 19940927 GOOD             NGS
 AA9211  HISTORY     - 19960620 GOOD             NGS
 AA9211  HISTORY     - 19971028 GOOD             NGS
 AA9211
 AA9211                          STATION DESCRIPTION
 AA9211
 AA9211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AA9211'THE STATION IS LOCATED ON THE SOUTH END OF THE AIRPORT ABOUT 1700 FT
 AA9211'(518.2 M) SOUTH OF THE TERMINAL BUILDING, 207.7 FT (63.3 M) SOUTH OF
 AA9211'THE 6TH RWY LIGHT NORTHEAST OF END RWY 4, 143.6 FT (43.8 M) EAST OF
 AA9211'THE 5TH RWY LIGHT NORTHEAST OF RWY END 4, 148.9 FT (45.4 M) SOUTHEAST
 AA9211'OF THE SOUTHEAST EDGE OF RUNWAY 4-22 AND ABOUT 18 FT (5.5 M) NORTHEAST
 AA9211'OF THE EDGE OF BANK.  THE STATION IS A STANDARD TOPOGRAPHIC DISK
 AA9211'STAMPED AP STA A LWB 1974 SET IN A CONCRETE MONUMENT FLUSH WITH THE
 AA9211'GROUND.
 AA9211
 AA9211                          STATION RECOVERY (1994)
 AA9211
 AA9211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9211'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHWEST OF WHITE
 AA9211'SULPHER SPRINGS AND 5.0 MI (8.0 KM) NORTHEAST OF LEWISBURG AT THE
 AA9211'GREENBRIER VALLEY AIRPORT, NEAR THE SOUTH END OF THE FIELD.
 AA9211'OWNERSHIP-- GREENBRIER AIRPORT AUTHORITY.
 AA9211' 
 AA9211'TO REACH THE AIRPORT FROM THE JUNCTION OF INTERSTATE 64 AND U.S. 219,
 AA9211'PROCEED NORTH ON U.S.  219 FOR 3.1 MI (5.0 KM) TO THE AIRPORT
 AA9211'ENTRANCE.  TURN RIGHT, EAST, AND PROCEED FOR O.5 MI TO THE TERMINAL.
 AA9211'TO REACH THE STATION FROM THE TERMINAL, PROCEED EAST ACROSS THE APRON
 AA9211'TO TAXIWAY A.  TURN RIGHT, SOUTHWEST, PARALLEL TO THE RUNWAY, FOR 0.2
 AA9211'MI (0.3 KM) TO TAXIWAY E.  TURN LEFT, EAST, ON TAXIWAY E, AND CROSS
 AA9211'RUNWAY 4-22 AND PROCEED TO THE BANK AND THE STATION ON YOUR RIGHT.
 AA9211' 
 AA9211'THE STATION IS 63.3 M (207.7 FT) SOUTH OF THE SIXTH RUNWAY LIGHT
 AA9211'NORTHEAST OF RUNWAY END 4, 45.4 M (148.9 FT) SOUTHEAST OF THE
 AA9211'SOUTHEAST EDGE OF RUNWAY 4-22, 43.8 M (143.7 FT) EAST OF THE FIFTH
 AA9211'RUNWAY LIGHT NORTHEAST OF RUNWAY END 4 AND 5.5 M (18.0 FT) NORTH OF
 AA9211'THE EDGE OF THE BANK.
 AA9211' 
 AA9211'FOR ACCESS TO THE FIELD CONTACT MR.  JERRY O SULLIVAN, AIRPORT
 AA9211'MANAGER, P.O.  BOX 329 LEWISBURG, WV, 24901.  PHONE (304) 645-3961.
 AA9211' 
 AA9211'DESCRIBED BY PDL.
 AA9211
 AA9211                          STATION RECOVERY (1996)
 AA9211
 AA9211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 AA9211'RECOVERED AS DESCRIBED.
 AA9211
 AA9211                          STATION RECOVERY (1997)
 AA9211
 AA9211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (LJL)
 AA9211'RECOVERED AS DESCRIBED, THE STATION IS DESIGNATED AS A SECONDARY
 AA9211'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7572 ***********************************************************************
 AC7572  SACS        -  This is a Secondary Airport Control Station.
 AC7572  DESIGNATION -  AP STA B
 AC7572  PID         -  AC7572
 AC7572  STATE/COUNTY-  WV/WOOD
 AC7572  USGS QUAD   -  VALLEY MILLS (1994)
 AC7572
 AC7572                         *CURRENT SURVEY CONTROL
 AC7572  ___________________________________________________________________
 AC7572* NAD 83(1995)-  39 20 32.03898(N)    081 26 25.86590(W)     ADJUSTED  
 AC7572* NAVD 88     -       249.40   (meters)     818.2    (feet)  GPS OBS   
 AC7572  ___________________________________________________________________
 AC7572  X           -     735,175.091 (meters)                     COMP
 AC7572  Y           -  -4,884,478.460 (meters)                     COMP
 AC7572  Z           -   4,021,908.962 (meters)                     COMP
 AC7572  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 AC7572  ELLIP HEIGHT-         215.19  (meters)          (11/30/01) GPS OBS
 AC7572  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 AC7572
 AC7572  HORZ ORDER  -  FIRST
 AC7572  ELLP ORDER  -  FOURTH    CLASS II
 AC7572
 AC7572.This mark is at Wood Co Apt Gill Robb Wilson Fld Airport (PKB)
 AC7572
 AC7572.The horizontal coordinates were established by GPS observations
 AC7572.and adjusted by the National Geodetic Survey in August 1997..
 AC7572
 AC7572.The orthometric height was determined by GPS observations and a
 AC7572.high-resolution geoid model.
 AC7572
 AC7572.GPS derived orthometric heights for airport stations designated as
 AC7572.PACS or SACS are published to 2 decimal places.  This maintains
 AC7572.centimeter relative accuracy between the PACS and SACS.  It does
 AC7572.not indicate centimeter accuracy relative to other marks which are
 AC7572.part of the NAVD 88 network.
 AC7572
 AC7572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7572
 AC7572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7572
 AC7572.The ellipsoidal height was determined by GPS observations
 AC7572.and is referenced to NAD 83.
 AC7572
 AC7572.The geoid height was determined by GEOID03.
 AC7572
 AC7572;                    North         East     Units Scale Factor Converg.
 AC7572;SPC WV N     -    95,308.534   432,733.554   MT  0.99995294   -1 14 15.4
 AC7572;UTM  17      - 4,354,848.185   462,039.113   MT  0.99961774   -0 16 45.4
 AC7572
 AC7572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7572!SPC WV N     -   0.99996624  x   0.99995294  =   0.99991918
 AC7572!UTM  17      -   0.99996624  x   0.99961774  =   0.99958399
 AC7572
 AC7572:                Primary Azimuth Mark                     Grid Az
 AC7572:SPC WV N     -  ARP                                      033 06 56.2
 AC7572:UTM  17      -  ARP                                      032 09 26.2
 AC7572
 AC7572|---------------------------------------------------------------------|
 AC7572| PID    Reference Object                     Distance      Geod. Az  |
 AC7572|                                                           dddmmss.s |
 AC7572| JX1610 ARP                                 453.241 METERS 0315240.8 |
 AC7572|---------------------------------------------------------------------|
 AC7572
 AC7572                          SUPERSEDED SURVEY CONTROL
 AC7572
 AC7572  ELLIP H (08/25/97)  215.20   (m)                       GP(       ) 4 2
 AC7572
 AC7572.Superseded values are not recommended for survey control.
 AC7572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7572.See file dsdata.txt to determine how the superseded data were derived.
 AC7572
 AC7572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6203954848(NAD 83)
 AC7572_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7572_STAMPING: AP 1962 STA B
 AC7572_MARK LOGO: CGS   
 AC7572_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7572+STABILITY: SURFACE MOTION
 AC7572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7572+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1995
 AC7572
 AC7572  HISTORY     - Date     Condition        Report By
 AC7572  HISTORY     - 1962     MONUMENTED       CGS
 AC7572  HISTORY     - 19910427 GOOD             NGS
 AC7572  HISTORY     - 19950724 GOOD             NGS
 AC7572
 AC7572                          STATION DESCRIPTION
 AC7572
 AC7572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AC7572'LOCATED IN THE SOUTHERN PART OF THE AIRPORT, BETWEEN RWY END 3 AND THE
 AC7572'PARALLEL TAXIWAY, SOUTH OF RWY 10-28, 159.7 FT (48.7 M) E OF CL OF RWY
 AC7572'3-21, 142.5 FT (43.4 M) S OF EDGE OF RWY 10-28, 65.6 FT (20.0 M) W OF
 AC7572'EDGE OF PARALLEL TAXIWAY, AND 155.2 FT (47.3 M) SW OF CENTER OF
 AC7572'CONCRETE STORM DRAIN IN NE CORNER OF GRASS AREA.  STATION IS A
 AC7572'STANDARD CGS TOPO DISK STAMPED AP 1962 STA B, SET IN A CONCRETE
 AC7572'MONUMENT FLUSH WITH THE GROUND.
 AC7572
 AC7572                          STATION RECOVERY (1995)
 AC7572
 AC7572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC7572'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF PARKERSBURG,
 AC7572'7 KM (4.35 MI) SOUTH OF THE OHIO RIVER, 2 KM (1.25 MI) EAST OF
 AC7572'INTERSTATE HIGHWAY 77 AT THE WOOD COUNTY AIRPORT, IN THE SOUTHWEST
 AC7572'QUADRANT OF THE JUNCTION OF RUNWAYS 3-21 AND 10-28, AND NEAR THE
 AC7572'NORTHEAST END OF THE MEDIAN BETWEEN RUNWAY 3-21 AND THE PARALLEL TAXI.
 AC7572'OWNERSHIP--WOOD COUNTY AIRPORT AUTHORITY, P.O.  BOX 4089, PARKERSBURG,
 AC7572'W.V.  26104.  AIRPORT MANAGER IS CAROLYN STROCK.  PHONE 304-464-5112.
 AC7572'CONTACT HER AT LEAST ONE DAY IN ADVANCE TO ARRANGE FOR AN ESCORT TO
 AC7572'THIS STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 AC7572'INTERSTATE HIGHWAY 77 AND STATE HIGHWAY (EXIT 179) ABOUT 4 KM (2.50
 AC7572'MI) NORTH OF PARKERSBURG, GO EAST AND NORTHEAST ON HIGHWAY 2 FOR 5.2
 AC7572'KM (3.25 MI) TO THE JUNCTION OF STATE HIGHWAY 31 ON THE LEFT.  TURN
 AC7572'LEFT, NORTHWEST, ON HIGHWAY 31 FOR 1.32 KM (0.80 MI) TO AIRPORT ROAD
 AC7572'ON THE LEFT.  TURN LEFT, WEST, ON AIRPORT ROAD FOR 0.97 KM (0.60 MI)
 AC7572'TO A GATE AT THE APRON NORTH OF THE TERMINAL AND ON THE SOUTH SIDE OF
 AC7572'THE LINE OFFICE.  THE STATION IS SET IN THE TOP OF A 20 CM ROUND
 AC7572'CONCRETE POST SET 5 CM BELOW THE GROUND SURFACE LOCATED 47.3 M (155.2
 AC7572'FT) SOUTH OF THE SOUTH EDGE OF RUNWAY 10-28, 25.9 M (85.0 FT) EAST OF
 AC7572'THE EAST EDGE OF RUNWAY 3-21, 25.0 M (82.0 FT) EAST OF THE CENTER OF A
 AC7572'MANHOLE COVER, 20.2 M (66.3 FT) WEST OF THE WEST EDGE OF THE TAXI AT
 AC7572'THE STOP LINE, 12.4 M (40.7 FT) WEST OF THE NORTHWEST CORNER OF THE
 AC7572'CONCRETE OF THE CONCRETE PAD OF A SIGN FOR TAXI H, AND 0.2 M (0.7 FT)
 AC7572'EAST OF A FIBERGLASS WITNESS POST. DESCRIBED BY D.G.  AUG THIS IS A
 AC7572'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2223 ***********************************************************************
 HY2223  DESIGNATION -  APPLE GROVE GOODYEAR TK
 HY2223  PID         -  HY2223
 HY2223  STATE/COUNTY-  WV/MASON
 HY2223  USGS QUAD   -  APPLE GROVE (1987)
 HY2223
 HY2223                         *CURRENT SURVEY CONTROL
 HY2223  ___________________________________________________________________
 HY2223* NAD 83(1995)-  38 39 56.30853(N)    082 10 21.52610(W)     ADJUSTED  
 HY2223* NAVD 88     -                                                        
 HY2223  ___________________________________________________________________
 HY2223  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 HY2223  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HY2223
 HY2223  HORZ ORDER  -  THIRD
 HY2223
 HY2223.The horizontal coordinates were established by classical geodetic methods
 HY2223.and adjusted by the National Geodetic Survey in April 1998..
 HY2223
 HY2223
 HY2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2223
 HY2223.The geoid height was determined by GEOID03.
 HY2223
 HY2223;                    North         East     Units Scale Factor Converg.
 HY2223;SPC WV S     -   185,516.856   497,948.244   MT  0.99996087   -0 43 29.7
 HY2223;SPC OH S     -    73,947.683   628,490.802   MT  1.00001400   +0 12 27.8
 HY2223;UTM  17      - 4,280,325.809   397,980.772   MT  0.99972817   -0 43 57.7
 HY2223
 HY2223                          SUPERSEDED SURVEY CONTROL
 HY2223
 HY2223  NAD 83(1995)-  38 39 56.31301(N)    082 10 21.53134(W) AD(       ) 4
 HY2223  NAD 83(1986)-  38 39 56.31718(N)    082 10 21.53180(W) AD(       ) 4
 HY2223  NAD 27      -  38 39 56.01860(N)    082 10 22.00812(W) AD(       ) 3
 HY2223
 HY2223.Superseded values are not recommended for survey control.
 HY2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2223.See file dsdata.txt to determine how the superseded data were derived.
 HY2223
 HY2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9798180326(NAD 83)
 HY2223_MARKER: 53 = ELEVATED TANK
 HY2223
 HY2223  HISTORY     - Date     Condition        Report By
 HY2223  HISTORY     - 1976     FIRST OBSERVED   NGS
 HY2223
 HY2223                          STATION DESCRIPTION
 HY2223
 HY2223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2223'THE STATION, APPLE GROVE GOODYEAR CHEMICAL PLANT WATER TANK, IS
 HY2223'THE CENTER OF THE TOP OF AN ELEVATED WATER TANK THAT IS
 HY2223'SUPPORTED BY FOUR LEGS.  THE STRUCTURE HAS AN OVER ALL HEIGHT
 HY2223'OF ABOUT 149 FEET.  THE LEGS OF THE TANK ARE PAINTED WHITE AND
 HY2223'THE TANK IS PAINTED BLUE WITH THE LETTERING (GOODYEAR) PAINTED
 HY2223'IN WHITE.
 HY2223'
 HY2223'TO REACH FROM THE POST OFFICE IN APPLE GROVE, GO NORTH ON STATE
 HY2223'HIGHWAY 2 FOR 0.95 MILE TO THE TANK ON THE LEFT AT THE
 HY2223'CHEMICAL PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1939 ***********************************************************************
 JX1939  DESIGNATION -  ARNETT USGS 1944
 JX1939  PID         -  JX1939
 JX1939  STATE/COUNTY-  WV/DODDRIDGE
 JX1939  USGS QUAD   -  SMITHBURG (1976)
 JX1939
 JX1939                         *CURRENT SURVEY CONTROL
 JX1939  ___________________________________________________________________
 JX1939* NAD 83(1995)-  39 18 23.13825(N)    080 42 15.40490(W)     ADJUSTED  
 JX1939* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 JX1939  ___________________________________________________________________
 JX1939  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 JX1939  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JX1939
 JX1939  HORZ ORDER  -  SECOND
 JX1939
 JX1939.The horizontal coordinates were established by classical geodetic methods
 JX1939.and adjusted by the National Geodetic Survey in April 1998..
 JX1939
 JX1939.The orthometric height was scaled from a topographic map.
 JX1939
 JX1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1939
 JX1939.The geoid height was determined by GEOID03.
 JX1939
 JX1939;                    North         East     Units Scale Factor Converg.
 JX1939;SPC WV N     -    90,223.081   496,136.758   MT  0.99995621   -0 46 05.0
 JX1939;UTM  17      - 4,350,823.726   525,496.193   MT  0.99960800   +0 11 14.4
 JX1939
 JX1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1939!SPC WV N     -   0.99993619  x   0.99995621  =   0.99989240
 JX1939!UTM  17      -   0.99993619  x   0.99960800  =   0.99954421
 JX1939
 JX1939                          SUPERSEDED SURVEY CONTROL
 JX1939
 JX1939  NAD 83(1986)-  39 18 23.14269(N)    080 42 15.41333(W) AD(       ) 2
 JX1939  NAD 27      -  39 18 22.83720(N)    080 42 16.03480(W) AD(       ) 2
 JX1939
 JX1939.Superseded values are not recommended for survey control.
 JX1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1939.See file dsdata.txt to determine how the superseded data were derived.
 JX1939
 JX1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2549650824(NAD 83)
 JX1939_MARKER: DD = SURVEY DISK
 JX1939_SETTING: 0 = UNSPECIFIED SETTING
 JX1939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1939
 JX1939  HISTORY     - Date     Condition        Report By
 JX1939  HISTORY     - 1944     MONUMENTED       USGS
 JX1939
 JX1939                          STATION DESCRIPTION
 JX1939
 JX1939'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 JX1939'STATION IS LOCATED ABOUT 5 MILES NW OF WEST UNION, ABOUT 2 MILES N OF
 JX1939'SMITHBURG, ON A
 JX1939'CLEARED HILL OWNED BY MR. W.S. HEFLIN, AND 8.5
 JX1939'FEET NW OF A TRIANGULAR BLAZE ON A
 JX1939'10-INCH LOCUST TREE.
 JX1939'
 JX1939'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 JX1939'BRIER, THE
 JX1939'DISTANCE BEING 4.83 FEET.  THE DISK IS NOT STAMPED.
 JX1939'
 JX1939'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 50
 JX1939'AND STATE HIGHWAY
 JX1939'18 IN WEST UNION, GO S ON HIGHWAY 50 FOR 2.5
 JX1939'MILES TO A DIRT T-ROAD LEFT, TURN
 JX1939'LEFT AND GO 2.3 MILES TO THE
 JX1939'HEFLIN HOUSE ON THE LEFT AND AN OLD BARN ON THE
 JX1939'RIGHT AND END OF
 JX1939'TRUCK TRAVEL.  TURN LEFT THROUGH POLE GATE AND FOLLOW VALLEY FOR
 JX1939'ABOUT 0.2 MILE
 JX1939'TO AN OLD SHEEP BARN, TURN RIGHT AND FOLLOW THE
 JX1939'SADDLE UP HILL TO A FENCELINE,
 JX1939'BEAR RIGHT WITH A FENCELINE AND
 JX1939'GO UPGRADE ABOUT 0.2 MILE, BEAR RIGHT FOR ABOUT
 JX1939'0.15 MILE TO A
 JX1939'BARE KNOLL CALLED WINDY KNOB AND STATION
 JX1939'
 JX1939'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1610 ***********************************************************************
 JX1610  CBN         -  This is a Cooperative Base Network Control Station.
 JX1610  PACS        -  This is a Primary Airport Control Station.
 JX1610  DESIGNATION -  ARP
 JX1610  PID         -  JX1610
 JX1610  STATE/COUNTY-  WV/WOOD
 JX1610  USGS QUAD   -  VALLEY MILLS (1994)
 JX1610
 JX1610                         *CURRENT SURVEY CONTROL
 JX1610  ___________________________________________________________________
 JX1610* NAD 83(1995)-  39 20 44.51901(N)    081 26 15.86971(W)     ADJUSTED  
 JX1610* NAVD 88     -       255.608  (meters)     838.61   (feet)  ADJUSTED  
 JX1610  ___________________________________________________________________
 JX1610  EPOCH DATE  -        1995.00
 JX1610  X           -     735,376.192 (meters)                     COMP
 JX1610  Y           -  -4,884,206.283 (meters)                     COMP
 JX1610  Z           -   4,022,210.555 (meters)                     COMP
 JX1610  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 JX1610  ELLIP HEIGHT-         221.40  (meters)          (09/26/01) GPS OBS
 JX1610  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX1610  DYNAMIC HT  -         255.451 (meters)     838.09  (feet)  COMP
 JX1610  MODELED GRAV-     980,005.1   (mgal)                       NAVD 88
 JX1610
 JX1610  HORZ ORDER  -  B
 JX1610  VERT ORDER  -  SECOND    CLASS 0
 JX1610  ELLP ORDER  -  FOURTH    CLASS II
 JX1610
 JX1610.This mark is at Wood Co Apt Gill Robb Wilson Fld Airport (PKB)
 JX1610
 JX1610.The horizontal coordinates were established by GPS observations
 JX1610.and adjusted by the National Geodetic Survey in December 1995..
 JX1610.The horizontal coordinates are valid at the epoch date displayed above.
 JX1610.The epoch date for horizontal control is a decimal equivalence
 JX1610.of Year/Month/Day.
 JX1610
 JX1610.The orthometric height was determined by differential leveling
 JX1610.and adjusted by the National Geodetic Survey in June 1991..
 JX1610
 JX1610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX1610
 JX1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1610
 JX1610.The ellipsoidal height was determined by GPS observations
 JX1610.and is referenced to NAD 83.
 JX1610
 JX1610.The geoid height was determined by GEOID03.
 JX1610
 JX1610.The dynamic height is computed by dividing the NAVD 88
 JX1610.geopotential number by the normal gravity value computed on the
 JX1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1610.degrees latitude (g = 980.6199 gals.).
 JX1610
 JX1610.The modeled gravity was interpolated from observed gravity values.
 JX1610
 JX1610;                    North         East     Units Scale Factor Converg.
 JX1610;SPC WV N     -    95,688.138   432,981.162   MT  0.99995264   -1 14 09.0
 JX1610;UTM  17      - 4,355,231.748   462,280.256   MT  0.99961752   -0 16 39.1
 JX1610
 JX1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1610!SPC WV N     -   0.99996527  x   0.99995264  =   0.99991791
 JX1610!UTM  17      -   0.99996527  x   0.99961752  =   0.99958280
 JX1610
 JX1610:                Primary Azimuth Mark                     Grid Az
 JX1610:SPC WV N     -  AP STA B                                 213 06 56.1
 JX1610:UTM  17      -  AP STA B                                 212 09 26.2
 JX1610
 JX1610|---------------------------------------------------------------------|
 JX1610| PID    Reference Object                     Distance      Geod. Az  |
 JX1610|                                                           dddmmss.s |
 JX1610| AC7572 AP STA B                            453.241 METERS 2115247.1 |
 JX1610|---------------------------------------------------------------------|
 JX1610
 JX1610                          SUPERSEDED SURVEY CONTROL
 JX1610
 JX1610  ELLIP H (12/04/95)  221.40   (m)                       GP(1995.00) 4 1
 JX1610  NAVD 88 (12/04/95)  255.61   (m)          838.6    (f) LEVELING    3  
 JX1610  NGVD 29 (??/??/92)  255.776  (m)          839.16   (f) ADJ UNCH    2 0
 JX1610
 JX1610.Superseded values are not recommended for survey control.
 JX1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1610.See file dsdata.txt to determine how the superseded data were derived.
 JX1610
 JX1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6228055232(NAD 83)
 JX1610_MARKER: DT = TOPOGRAPHIC STATION DISK
 JX1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1610_STAMPING: ARP 1962
 JX1610_MARK LOGO: CGS   
 JX1610_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1610+STABILITY: SURFACE MOTION
 JX1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1610+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 JX1610
 JX1610  HISTORY     - Date     Condition        Report By
 JX1610  HISTORY     - 1962     MONUMENTED       CGS
 JX1610  HISTORY     - 19850630 GOOD             NGS
 JX1610  HISTORY     - 19950712 GOOD             NGS
 JX1610  HISTORY     - 19960724 GOOD             NGS
 JX1610  HISTORY     - 20040831 GOOD             JCLS
 JX1610
 JX1610                          STATION DESCRIPTION
 JX1610
 JX1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JX1610'LOCATED IN THE CENTER PORTION OF THE AIRPORT, ABOUT 700 FT (213.4 M)
 JX1610'SW OF THE MAIN HANGAR, 524.8 FT (160.0 M) N OF A WINDSOCK, 108.7 FT
 JX1610'(33.1 M) SW OF THE SW EDGE OF OLD RWY 16-34, 111.1 FT (33.9 M) W OF
 JX1610'CORNER OF OLD RUNWAY AND CIRCULAR TAXIWAY, 119.2 FT (36.3 M) W OF
 JX1610'CENTER OF STORM DRAIN COVER IN TAXIWAY CIRCULAR CORNER, 95.6 FT (29.1
 JX1610'M) NW OF EDGE OF CIRCULAR TAXIWAY.  STATION IS A STANDARD CGS TOPO
 JX1610'DISK, STAMPED ARP 1962, SET IN A CONCRETE MONUMENT 2 INCHES BELOW
 JX1610'SURFACE.
 JX1610
 JX1610                          STATION RECOVERY (1995)
 JX1610
 JX1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JX1610'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF PARKERSBURG,
 JX1610'7 KM (4.35 MI) SOUTH OF THE OHIO RIVER, 2 KM (1.25 MI) EAST OF
 JX1610'INTERSTATE HIGHWAY 77, AT THE WOOD COUNTY AIRPORT, ACROSS THE APRON
 JX1610'FROM THE TERMINAL, IN A GRASS ISLAND WITH A WINDSOCK, ABOUT 215 M
 JX1610'(705.4 FT) NORTH-NORTHEAST OF THE WINDSOCK, ALONG A CURVE IN A
 JX1610'TAXIWAY.  OWNERSHIP--WOOD COUNTY AIRPORT AUTHORITY, PO BOX 4089,
 JX1610'PARKERSBURG WV 26104.  AIRPORT MANAGER IS CAROLYN STROCK, PHONE
 JX1610'304-464-5113.  CONTACT HER AT LEAST ONE DAY IN ADVANCE TO ARRANGE FOR
 JX1610'AN ESCORT TO THIS STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION
 JX1610'OF INTERSTATE HIGHWAY 77 AND STATE HIGHWAY 2 (EXIT 179) ABOUT 4 KM
 JX1610'(2.50 MI) NORTH OF PARKERSBURG, GO EAST AND NORTHEAST ON HIGHWAY 2 FOR
 JX1610'5.2 KM (3.25 MI) TO THE JUNCTION OF STATE HIGHWAY 31 ON THE LEFT.
 JX1610'TURN LEFT, NORTHWEST ON HIGHWAY 31 FOR 1.32 KM (0.80 MI) TO AIRPORT
 JX1610'ROAD ON THE LEFT.  TURN LEFT, WEST ON AIRPORT ROAD FOR 0.97 KM (0.60
 JX1610'MI) TO A GATE AT THE APRON NORTH OF THE TERMINAL AND ON THE SOUTH SIDE
 JX1610'OF THE LINE OFFICE.  PASS THROUGH THE GATE AND GO WEST-NORTHWEST
 JX1610'ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO THE STATION WEST OF THE
 JX1610'SOUTHWEST CORNER OF THE CONCRETE PAD FOR TAXI SIGN E. THE STATION IS
 JX1610'RECESSED 4 CM BELOW THE GROUND.  IT IS 36.3 M (119.1 FT) WEST OF THE
 JX1610'CENTER OF A MANHOLE COVER IN THE TAXI, 34.1 M (111.9 FT) SOUTHWEST OF
 JX1610'THE SOUTHWEST EDGE OF THE OLD RUNWAY, 33.9 M (111.2 FT) WEST-SOUTHWEST
 JX1610'OF THE CORNER OF THE JUNCTION OF THE OLD RUNWAY AND A TAXI, 29.1 M
 JX1610'(95.5 FT) WEST-NORTHWEST OF THE WEST EDGE OF THE TAXI, 22.5 M (73.8
 JX1610'FT) WEST OF THE SOUTHWEST CORNER OF THE CONCRETE PAD FOR TAXI SIGN E
 JX1610'AND 0.25 M (0.82 FT) EAST OF A FIBERGLASS WITNESS POST.  NOTE--THIS
 JX1610'STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT
 JX1610'CONTROL STATION.
 JX1610
 JX1610                          STATION RECOVERY (1996)
 JX1610
 JX1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JX1610'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF PARKERSBURG,
 JX1610'7 KM (4.35 MI) SOUTH OF THE OHIO RIVER, 2 KM (1.25 MI) EAST OF
 JX1610'INTERSTATE HIGHWAY 77 AT THE WOOD COUNTY AIRPORT, ACROSS THE APRON
 JX1610'FROM THE TERMINAL, IN A GRASS ISLAND WITH A WINDSOCK AND ABOUT 215 M
 JX1610'(705.4 FT) NORTH-NORTHEAST OF THE WINDSOCK, AND ALONG A CURVE IN A
 JX1610'TAXI.  OWNERSHIP--WOOD COUNTY AIRPORT AUTHORITY, P.O.  BOX 4089,
 JX1610'PARKERSBURG, W.V.  26104.  AIRPORT MANAGER IS CAROLYN STROCK.  PHONE
 JX1610'304-464-5112.  CONTACT HER AT LEAST ONE DAY IN ADVANCE TO ARRANGE FOR
 JX1610'AN ESCORT TO THIS STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION
 JX1610'OF INTERSTATE HIGHWAY 77 AND STATE HIGHWAY (EXIT 179) ABOUT 4 KM (2.50
 JX1610'MI) NORTH OF PARKERSBURG, GO EAST AND NORTHEAST ON HIGHWAY 2 FOR 5.2
 JX1610'KM (3.25 MI) TO THE JUNCTION OF STATE HIGHWAY 31 ON THE LEFT.  TURN
 JX1610'LEFT, NORTHWEST, ON HIGHWAY 31 FOR 1.32 KM (0.80 MI) TO AIRPORT ROAD
 JX1610'ON THE LEFT.  TURN LEFT, WEST, ON AIRPORT ROAD FOR 0.97 KM (0.60 MI)
 JX1610'TO A GATE AT THE APRON NORTH OF THE TERMINAL AND ON THE SOUTH SIDE OF
 JX1610'THE LINE OFFICE, PASS THROUGH GATE AND GO WEST-NORTHWEST ACROSS THE
 JX1610'APRON FOR 0.2 KM (0.10 MI) TO A TAXIWAY EDGE AND THE STATION JUST
 JX1610'AHEAD IN THE GRASS.  THE STATION IS SET IN THE TOP OF A 25 CM ROUND
 JX1610'CONCRETE POST SET 4 CM BELOW THE GROUND SURFACE LOCATED 36.3 M (119.1
 JX1610'FT) WEST OF THE CENTER OF A MANHOLE COVER IN THE TAXI, 34.1 M (111.9
 JX1610'FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE OLD RUNWAY, 33.9 M (111.2
 JX1610'FT) WEST-SOUTHWEST OF THE CORNER OF THE JUNCTION OF THE OLD RUNWAY AND
 JX1610'A TAXI, 29.1 M (95.5 FT) WEST-NORTHWEST OF THE WEST EDGE OF THE TAXI,
 JX1610'22.5 M (73.8 FT) WEST OF THE SOUTHWEST CORNER OF THE CONCRETE PAD FOR
 JX1610'TAXI SIGN E, AND 0.25 M (0.82 FT) EAST OF A FIBERGLASS WITNESS POST.
 JX1610'THIS IS A PRIMARY AIRPORT CONTROL STATION.
 JX1610
 JX1610                          STATION RECOVERY (2004)
 JX1610
 JX1610'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (FJO)
 JX1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1102 ***********************************************************************
 GX1102  DESIGNATION -  ARP
 GX1102  PID         -  GX1102
 GX1102  STATE/COUNTY-  WV/RALEIGH
 GX1102  USGS QUAD   -  PRINCE (1989)
 GX1102
 GX1102                         *CURRENT SURVEY CONTROL
 GX1102  ___________________________________________________________________
 GX1102* NAD 83(1986)-  37 46 53.     (N)    081 07 26.     (W)     SCALED    
 GX1102* NAVD 88     -       761.164  (meters)    2497.25   (feet)  ADJUSTED  
 GX1102  ___________________________________________________________________
 GX1102  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX1102  DYNAMIC HT  -         760.524 (meters)    2495.15  (feet)  COMP
 GX1102  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 GX1102
 GX1102  VERT ORDER  -  SECOND    CLASS 0
 GX1102
 GX1102.This mark is at Raleigh Co Mem Airport (BKW)
 GX1102
 GX1102.The horizontal coordinates were scaled from a topographic map and have
 GX1102.an estimated accuracy of +/- 6 seconds.
 GX1102
 GX1102.The orthometric height was determined by differential leveling
 GX1102.and adjusted by the National Geodetic Survey in June 1991..
 GX1102
 GX1102.The geoid height was determined by GEOID03.
 GX1102
 GX1102.The dynamic height is computed by dividing the NAVD 88
 GX1102.geopotential number by the normal gravity value computed on the
 GX1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1102.degrees latitude (g = 980.6199 gals.).
 GX1102
 GX1102.The modeled gravity was interpolated from observed gravity values.
 GX1102
 GX1102;                    North         East    Units  Estimated Accuracy
 GX1102;SPC WV S     -    86,730.      589,090.      MT  (+/- 180 meters Scaled)
 GX1102
 GX1102                          SUPERSEDED SURVEY CONTROL
 GX1102
 GX1102  NGVD 29 (??/??/92)  761.300  (m)         2497.70   (f) ADJ UNCH    2 0
 GX1102
 GX1102.Superseded values are not recommended for survey control.
 GX1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1102.See file dsdata.txt to determine how the superseded data were derived.
 GX1102
 GX1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB890815(NAD 83)
 GX1102_MARKER: DT = TOPOGRAPHIC STATION DISK
 GX1102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1102_SP_SET: CONC MONUMENT
 GX1102_STAMPING: ARP 1965
 GX1102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1102
 GX1102  HISTORY     - Date     Condition        Report By
 GX1102  HISTORY     - 1965     MONUMENTED       CGS
 GX1102  HISTORY     - 1969     GOOD             NGS
 GX1102
 GX1102                          STATION DESCRIPTION
 GX1102
 GX1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1102'4.1 MI N FROM BEAVER.
 GX1102'LOCATED AT THE RALEIGH MEMORIAL AIRPORT 0.3 MILE SOUTHWEST OF
 GX1102'THE TERMINAL BUILDING.  IT IS 414.3 FEET WEST OF THE CENTERLINE
 GX1102'OF THE APPROACH ROAD TO THE VOR, 159.0 FEET SOUTHWEST OF A RUNWAY
 GX1102'LIGHT, 85.3 FEET SOUTHEAST OF ANOTHER RUNWAY LIGHT, AND 125.0
 GX1102'FEET SOUTH OF THE CENTERLINE OF RUNWAY 10-28.  THE MARK IS A
 GX1102'STANDARD TOPOGRAPHIC DISK STAMPED ARP 1965 SET IN 10 INCH ROUND
 GX1102'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GX1102
 GX1102                          STATION RECOVERY (1969)
 GX1102
 GX1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GX1102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1429 ***********************************************************************
 GX1429  CBN         -  This is a Cooperative Base Network Control Station.
 GX1429  PACS        -  This is a Primary Airport Control Station.
 GX1429  DESIGNATION -  ARP 2
 GX1429  PID         -  GX1429
 GX1429  STATE/COUNTY-  WV/MERCER
 GX1429  USGS QUAD   -  BLUEFIELD (1979)
 GX1429
 GX1429                         *CURRENT SURVEY CONTROL
 GX1429  ___________________________________________________________________
 GX1429* NAD 83(1995)-  37 17 45.67971(N)    081 12 28.85235(W)     ADJUSTED  
 GX1429* NAVD 88     -       865.919  (meters)    2840.94   (feet)  ADJUSTED  
 GX1429  ___________________________________________________________________
 GX1429  EPOCH DATE  -        1995.00
 GX1429  X           -     776,590.929 (meters)                     COMP
 GX1429  Y           -  -5,021,117.781 (meters)                     COMP
 GX1429  Z           -   3,844,085.303 (meters)                     COMP
 GX1429  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GX1429  ELLIP HEIGHT-         835.13  (meters)          (07/14/04) GPS OBS
 GX1429  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX1429  DYNAMIC HT  -         865.134 (meters)    2838.36  (feet)  COMP
 GX1429  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 GX1429
 GX1429  HORZ ORDER  -  B
 GX1429  VERT ORDER  -  FIRST     CLASS II
 GX1429  ELLP ORDER  -  THIRD     CLASS II
 GX1429
 GX1429.This mark is at Mercer County Airport (BLF)
 GX1429
 GX1429.The horizontal coordinates were established by GPS observations
 GX1429.and adjusted by the National Geodetic Survey in December 1995..
 GX1429.The horizontal coordinates are valid at the epoch date displayed above.
 GX1429.The epoch date for horizontal control is a decimal equivalence
 GX1429.of Year/Month/Day.
 GX1429
 GX1429.The orthometric height was determined by differential leveling
 GX1429.and adjusted by the National Geodetic Survey in June 1991..
 GX1429
 GX1429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX1429
 GX1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1429
 GX1429.The ellipsoidal height was determined by GPS observations
 GX1429.and is referenced to NAD 83.
 GX1429
 GX1429.The geoid height was determined by GEOID03.
 GX1429
 GX1429.The dynamic height is computed by dividing the NAVD 88
 GX1429.geopotential number by the normal gravity value computed on the
 GX1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1429.degrees latitude (g = 980.6199 gals.).
 GX1429
 GX1429.The modeled gravity was interpolated from observed gravity values.
 GX1429
 GX1429;                    North         East     Units Scale Factor Converg.
 GX1429;SPC WV S     -    32,876.282   581,555.491   MT  1.00004492   -0 07 42.9
 GX1429;UTM  17      - 4,127,732.169   481,563.670   MT  0.99960419   -0 07 33.8
 GX1429
 GX1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1429!SPC WV S     -   0.99986896  x   1.00004492  =   0.99991388
 GX1429!UTM  17      -   0.99986896  x   0.99960419  =   0.99947320
 GX1429
 GX1429                          SUPERSEDED SURVEY CONTROL
 GX1429
 GX1429  ELLIP H (08/14/01)  835.13   (m)                       GP(       ) 4 1
 GX1429  ELLIP H (12/04/95)  835.12   (m)                       GP(1995.00) 4 1
 GX1429  NAVD 88 (12/04/95)  865.92   (m)         2840.9    (f) LEVELING    3  
 GX1429  NGVD 29 (??/??/92)  866.008  (m)         2841.23   (f) ADJ UNCH    1 2
 GX1429
 GX1429.Superseded values are not recommended for survey control.
 GX1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1429.See file dsdata.txt to determine how the superseded data were derived.
 GX1429
 GX1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8156427732(NAD 83)
 GX1429_MARKER: DT = TOPOGRAPHIC STATION DISK
 GX1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1429_STAMPING: ARP 2 1965
 GX1429_MARK LOGO: CGS   
 GX1429_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1429+STABILITY: SURFACE MOTION
 GX1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX1429+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2000
 GX1429
 GX1429  HISTORY     - Date     Condition        Report By
 GX1429  HISTORY     - 1965     MONUMENTED       CGS
 GX1429  HISTORY     - 1969     GOOD             NGS
 GX1429  HISTORY     - 1982     GOOD             USGS
 GX1429  HISTORY     - 19870430 GOOD             NGS
 GX1429  HISTORY     - 19950620 GOOD             NGS
 GX1429  HISTORY     - 19960620 GOOD             NGS
 GX1429  HISTORY     - 20000218 GOOD             VADOT
 GX1429  HISTORY     - 20051213 POOR             INDIV
 GX1429
 GX1429                          STATION DESCRIPTION
 GX1429
 GX1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1429'AT MERCER COUNTY ARP.
 GX1429'AT MERCER COUNTY AIRPORT, ABOUT 0.2 MILE NORTH OF THE ADMINISTRATION
 GX1429'AND AIR TERMINAL BUILDING, ALONG THE NORTHWEST SIDE OF THE
 GX1429'NORTHEAST-SOUTHWEST RUNWAY, AT THE JUNCTION OF A DRIVE LEADING
 GX1429'TO THE TAXI STRIP, 124 FEET NORTHWEST OF THE CENTER LINE OF THE
 GX1429'RUNWAY, 74 FEET NORTHWEST OF ARP 1955 DESCRIBED, 53 1/2 FEET
 GX1429'SOUTHWEST OF THE EXTENDED CENTER LINE OF THE DRIVE, ABOUT 1 FOOT
 GX1429'BELOW THE LEVEL OF THE RUNWAY AND SET IN THE TOP OF A CONCRETE
 GX1429'POST FLUSH WITH THE GROUND.
 GX1429
 GX1429                          STATION RECOVERY (1969)
 GX1429
 GX1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GX1429'RECOVERED IN GOOD CONDITION.
 GX1429
 GX1429                          STATION RECOVERY (1982)
 GX1429
 GX1429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 GX1429'RECOVERED IN GOOD CONDITION.
 GX1429
 GX1429                          STATION RECOVERY (1987)
 GX1429
 GX1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GX1429'LOCATED AT THE MERCER COUNTY AIRPORT AT THE CENTER OF THE FIELD AS
 GX1429'FOLLOWS, 143.5 FT (43.7 M) WEST OF A RUNWAY LIGHT.  98.9 FT (30.1 M)
 GX1429'NORTHEAST OF ANOTHER RUNWAY LIGHT.  162.1 FT (49.4 M) SW OF THE SW
 GX1429'EDGE OF ASPHALT DITCH.  A TOPOGRAPHIC STATION DISK STAMPED ARP 2 1965
 GX1429'IN TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.
 GX1429
 GX1429                          STATION RECOVERY (1995)
 GX1429
 GX1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GX1429'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTHWEST OF THE WEST
 GX1429'VIRGINIA AND VIRGINIA BORDER, 2 KM (1.25 MI) NORTHEAST OF BLUEFIELD,
 GX1429'AT THE MERCER COUNTY AIRPORT, IN GRASS NEAR THE CENTER OF THE
 GX1429'AIRFIELD, ALONG THE NORTHWEST SIDE OF THE RUNWAY AND JUST SOUTHEAST OF
 GX1429'THE BOTTOM OF A GRASS HILL.  OWNERSHIP--MERCER COUNTY AIRPORT
 GX1429'AUTHORITY INC., ROUTE 5, BOX 202, BLUEFIELD WV 24701, AIRPORT MANAGER
 GX1429'IS JOHN GILLEY, PHONE 304-327-5308.  CONTACT HIM ONE DAY IN ADVANCE
 GX1429'FOR PERMISSION TO OCCUPY THIS STATION.  NOTE--GATE IS LOCKED FROM 10
 GX1429'P.M. TO 6 A.M.  TO REACH FROM US HIGHWAY 52 AND STATE HIGHWAY 123,
 GX1429'ABOUT 1 KM (0.60 MI) NORTHWEST OF BLUEFIELD, GO NORTHEAST AND EAST ON
 GX1429'HIGHWAY 123 FOR 4.35 KM (2.70 MI) TO A PAVED ROAD LEFT LEADING TO THE
 GX1429'AIRPORT.  TURN LEFT, WEST-NORTHWEST ON THE ROAD FOR 0.32 KM (0.20 MI)
 GX1429'TO THE AIRPORT PARKING LOT.  TURN RIGHT, NORTHEAST ALONG THE SOUTHEAST
 GX1429'SIDE OF THE PARKING LOT FOR 0.09 KM (0.05 MI) TO A GATE. CONTINUE
 GX1429'NORTHEAST, PASSING THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO A HANGAR
 GX1429'AND THE APRON.  TURN LEFT, NORTHWEST ACROSS THE APRON FOR 0.21 KM
 GX1429'(0.15 MI) TO THE PARALLEL TAXI.  TURN RIGHT, NORTHEAST ALONG THE TAXI
 GX1429'FOR 0.19 KM (0.10 MI) TO A CONNECTOR TAXI ON THE LEFT.  TURN LEFT,
 GX1429'NORTHWEST ALONG THE CONNECTOR FOR 10 M (32.8 FT) TO THE STOP LINE AND
 GX1429'THE STATION ON THE NORTHWEST SIDE OF THE RUNWAY.  THE STATION IS
 GX1429'RECESSED 5 CM BELOW THE GROUND.  IT IS 49.3 M (161.7 FT)
 GX1429'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF AN ASPHALT DRAINAGE DITCH,
 GX1429'38.2 M (125.3 FT) NORTHWEST OF THE CENTER OF THE RUNWAY, 22.8 M (74.8
 GX1429'FT) NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY, 15.8 M (51.8 FT)
 GX1429'SOUTHWEST OF THE EXTENDED CENTER OF THE CONNECTOR TAXI, ABOUT 5 M
 GX1429'(16.4 FT) SOUTHEAST OF THE BOTTOM OF THE HILL AND 0.3 M (1.0 FT)
 GX1429'SOUTHEAST OF A FIBERGLASS WITNESS POST.  NOTE--THIS STATION WAS USED
 GX1429'AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 GX1429
 GX1429                          STATION RECOVERY (1996)
 GX1429
 GX1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 GX1429'NOTE--GATE IS LOCKED FROM 10 P.M.  TO 6 A.M.  THE STATION IS LOCATED
 GX1429'ABOUT 6 KM (3.70 MI) NORTHWEST OF THE WEST VIRGINIA AND VIRGINIA
 GX1429'BORDER, 2 KM (1.25 MI) NORTHEAST OF BLUEFIELD AT THE MERCER COUNTY
 GX1429'AIRPORT, IN GRASS NEAR THE CENTER OF THE AIRFIELD ALONG THE NORTHWEST
 GX1429'SIDE OF THE RUNWAY AND JUST SOUTHEAST OF THE BOTTOM OF A GRASS HILL.
 GX1429'OWNERSHIP--MERCER COUNTY AIRPORT AUTHORITY, INC., ROUTE 5, BOX 202,
 GX1429'BLUEFIELD, W.V.  24701.  AIRPORT MANAGER IS JOHN GILLEY.  CONTACT HIM
 GX1429'ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH
 GX1429'FROM U.S.  HIGHWAY 52 AND STATE HIGHWAY 123 ABOUT 1 KM (0.60 MI)
 GX1429'NORTHWEST OF BLUEFIELD, GO NORTHEAST AND EAST ON HIGHWAY 123 FOR 4.35
 GX1429'KM (2.70 MI) TO A PAVED ROAD LEFT LEADING TO THE AIRPORT.  TURN LEFT,
 GX1429'WEST-NORTHWEST, ON THE ROAD FOR 0.32 KM (0.20 MI) TO THE AIRPORT
 GX1429'PARKING LOT.  TURN RIGHT, NORTHEAST, ALONG THE SOUTHEAST SIDE OF THE
 GX1429'PARKING LOT FOR 0.09 KM (0.05 MI) TO A GATE.  CONTINUE NORTHEAST,
 GX1429'PASSING THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO A HANGAR AND THE
 GX1429'APRON.  TURN LEFT, NORTHWEST, ACROSS THE APRON FOR 0.21 KM (0.15 MI)
 GX1429'TO THE PARALLEL TAXI.  TURN RIGHT, NORTHEAST, ALONG THE TAXI FOR 0.19
 GX1429'KM (0.10 MI) TO A CONNECTOR TAXI ON THE LEFT.  TURN LEFT, NORTHWEST,
 GX1429'ALONG THE CONNECTOR FOR 10 M (32.8 FT) TO THE STOP LINE AND THE
 GX1429'STATION ON THE NORTHWEST SIDE OF THE RUNWAY.  THE STATION IS SET IN
 GX1429'THE TOP OF A 30 CM ROUND CONCRETE POST SET 5 CM BELOW THE GROUND
 GX1429'SURFACE.  IT IS 49.3 M (161.7 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 GX1429'CORNER OF AN ASPHALT DRAINAGE DITCH, 38.2 M (125.3 FT) NORTHWEST OF
 GX1429'THE CENTER OF THE RUNWAY, 22.8 M (74.8 FT) NORTHWEST OF THE NORTHWEST
 GX1429'EDGE OF THE RUNWAY, 15.8 M (51.8 FT) SOUTHWEST OF THE EXTENDED CENTER
 GX1429'OF THE CONNECTOR TAXI, ABOUT 5 M (16.4 FT) SOUTHEAST OF THE BOTTOM OF
 GX1429'THE HILL, AND 0.3 M (1.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 GX1429'DESCRIBED BY D.G.  AUG
 GX1429
 GX1429                          STATION RECOVERY (2000)
 GX1429
 GX1429'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (DO)
 GX1429'RECOVERED AS DESCRIBED.
 GX1429
 GX1429                          STATION RECOVERY (2005)
 GX1429
 GX1429'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BWL)
 GX1429'RECOVERED MUTILATED, REQUIRES MAINTENANCE, POSSIBLY DISTURBED DUE TO
 GX1429'HEAVY EQUIPMENT USED FOR OBSTRUCTION REMOVAL AROUND AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9350 ***********************************************************************
 AA9350  FBN         -  This is a Federal Base Network Control Station.
 AA9350  PACS        -  This is a Primary Airport Control Station.
 AA9350  DESIGNATION -  ARP 2
 AA9350  PID         -  AA9350
 AA9350  STATE/COUNTY-  WV/KANAWHA
 AA9350  USGS QUAD   -  CHARLESTON EAST (1976)
 AA9350
 AA9350                         *CURRENT SURVEY CONTROL
 AA9350  ___________________________________________________________________
 AA9350* NAD 83(1995)-  38 22 23.23713(N)    081 35 35.61728(W)     ADJUSTED  
 AA9350* NAVD 88     -       286.81   (meters)     941.0    (feet)  GPS OBS   
 AA9350  ___________________________________________________________________
 AA9350  EPOCH DATE  -        1995.00
 AA9350  X           -     732,026.703 (meters)                     COMP
 AA9350  Y           -  -4,953,223.432 (meters)                     COMP
 AA9350  Z           -   3,938,154.849 (meters)                     COMP
 AA9350  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 AA9350  ELLIP HEIGHT-         253.72  (meters)          (04/23/01) GPS OBS
 AA9350  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AA9350
 AA9350  HORZ ORDER  -  B
 AA9350  ELLP ORDER  -  FOURTH    CLASS I
 AA9350
 AA9350.This mark is at Yeager Airport (CRW)
 AA9350
 AA9350.The horizontal coordinates were established by GPS observations
 AA9350.and adjusted by the National Geodetic Survey in December 1995..
 AA9350.The horizontal coordinates are valid at the epoch date displayed above.
 AA9350.The epoch date for horizontal control is a decimal equivalence
 AA9350.of Year/Month/Day.
 AA9350
 AA9350.The orthometric height was determined by GPS observations and a
 AA9350.high-resolution geoid model.
 AA9350
 AA9350.GPS derived orthometric heights for airport stations designated as
 AA9350.PACS or SACS are published to 2 decimal places.  This maintains
 AA9350.centimeter relative accuracy between the PACS and SACS.  It does
 AA9350.not indicate centimeter accuracy relative to other marks which are
 AA9350.part of the NAVD 88 network.
 AA9350
 AA9350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9350
 AA9350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9350
 AA9350.The ellipsoidal height was determined by GPS observations
 AA9350.and is referenced to NAD 83.
 AA9350
 AA9350.The geoid height was determined by GEOID03.
 AA9350
 AA9350;                    North         East     Units Scale Factor Converg.
 AA9350;SPC WV S     -   152,567.415   548,164.442   MT  0.99993108   -0 22 00.2
 AA9350;UTM  17      - 4,247,381.470   448,181.036   MT  0.99963307   -0 22 05.8
 AA9350
 AA9350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9350!SPC WV S     -   0.99996019  x   0.99993108  =   0.99989127
 AA9350!UTM  17      -   0.99996019  x   0.99963307  =   0.99959328
 AA9350
 AA9350:                Primary Azimuth Mark                     Grid Az
 AA9350:SPC WV S     -  GEOCEIVER STA 004 RM 1                   147 43 38.1
 AA9350:UTM  17      -  GEOCEIVER STA 004 RM 1                   147 43 43.7
 AA9350
 AA9350|---------------------------------------------------------------------|
 AA9350| PID    Reference Object                     Distance      Geod. Az  |
 AA9350|                                                           dddmmss.s |
 AA9350| AE2212 GEOCEIVER STA 004 RM 1              423.574 METERS 1472137.9 |
 AA9350| HX2074 N 96                                429.469 METERS 2300151.0 |
 AA9350|---------------------------------------------------------------------|
 AA9350
 AA9350                          SUPERSEDED SURVEY CONTROL
 AA9350
 AA9350  ELLIP H (12/04/95)  253.75   (m)                       GP(1995.00) 4 1
 AA9350
 AA9350.Superseded values are not recommended for survey control.
 AA9350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9350.See file dsdata.txt to determine how the superseded data were derived.
 AA9350
 AA9350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4818147381(NAD 83)
 AA9350_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA9350_SP_SET: CONCRETE APRON
 AA9350_MARK LOGO: CGS   
 AA9350_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9350+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 AA9350
 AA9350  HISTORY     - Date     Condition        Report By
 AA9350  HISTORY     - 1963     MONUMENTED       CGS
 AA9350  HISTORY     - 19950620 GOOD             NGS
 AA9350  HISTORY     - 19951016 GOOD             NGS
 AA9350  HISTORY     - 19960620 GOOD             NGS
 AA9350  HISTORY     - 20000223 GOOD             NGS
 AA9350
 AA9350                          STATION DESCRIPTION
 AA9350
 AA9350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AA9350'THE STATION IS LOCATED ABOUT 1 KM (0.60 MI) SOUTHEAST OF INTERSTATE
 AA9350'HIGHWAY 79, ON THE NORTHEAST SIDE OF CHARLESTON, NEAR THE CENTER OF
 AA9350'THE AIRFIELD, ABOUT MIDPOINT BETWEEN THE NORTHWEST CORNER OF THE
 AA9350'CONCRETE APRON OF THE AIR NATIONAL GUARD AND THE NORTHWEST CORNER OF
 AA9350'THE ASPHALT RAMP.  OWNERSHIP--CENTRAL WEST VIRGINIA REGIONAL AIRPORT
 AA9350'AUTHORITY, YEAGER AIRPORT, 100 AIRPORT ROAD, CHARLESTON WV 25311.
 AA9350'AIRPORT DIRECTOR IS JEFFREY D. DUBAR, PHONE 304-344-8033.  ASSISTANT
 AA9350'MANAGER IS DENNY HUFFMAN AND SUPPORT SERVICE MANAGER IS BRIAN BELCHER,
 AA9350'PHONE 304-345-9176.  CONTACT ONE OF THEM AT LEAST ONE DAY IN ADVANCE
 AA9350'TO ARRANGE FOR AN ESCORT TO THIS STATION.  NOTE--A TEMPORARY BADGE IS
 AA9350'REQUIRED FOR ANYONE VISITING AIRFIELD AND CAN BE OBTAINED AT THE
 AA9350'TERMINAL AT TIME OF VISIT.  THE AIRPORT MANAGER WILL NEED TO NOTIFY
 AA9350'THE NATIONAL GUARD BEFORE STATION OCCUPATION.  TO REACH FROM THE
 AA9350'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 77 AND STATE HIGHWAY
 AA9350'114 (GREENBRIER STREET/EXIT 99) IN EAST CHARLESTON, GO NORTHEAST ON
 AA9350'HIGHWAY 114 FOR 2.4 KM (1.50 MI) TO A PAVED Y-JUNCTION. BEAR LEFT,
 AA9350'NORTHERLY, ON AIRPORT ROAD FOR 1.62 KM (1.00 MI) TO A PAVED
 AA9350'Y-JUNCTION.  BEAR RIGHT, NORTH AND THEN NORTHWEST ON THE CIRCLE DRIVE
 AA9350'FOR 0.72 KM (0.45 MI) TO THE TERMINAL ON THE RIGHT.  CONTINUE AHEAD,
 AA9350'SOUTHWEST ON THE ROAD FOR 0.08 KM (0.05 MI) TO A LANE THROUGH A
 AA9350'PARKING LOT ON THE RIGHT.  TURN RIGHT, NORTHWEST ON THE LANE FOR 0.08
 AA9350'KM (0.05 MI) TO A GATE AT THE APRON.  AN ESCORT WILL MEET YOU HERE.
 AA9350'PASS THROUGH GATE AND TURN RIGHT AND GO EAST FOR 0.25 MI (0.40 KM) ON
 AA9350'THE APRON TO A TAXIWAY.  TURN LEFT ON TAXIWAY AND GO NORTHEAST FOR
 AA9350'0.25 MI (0.40 KM) TO A RUNWAY.  CONTINUE OVER RUNWAY ON TAXIWAY FOR
 AA9350'0.2 MI (0.3 KM) TO A NATIONAL GUARD RAMP.  TURN RIGHT AND GO
 AA9350'EAST-SOUTHEAST FOR 30 FT (9.1 M) TO THE NATIONAL GUARD APRON. TURN
 AA9350'RIGHT AND GO SOUTHEAST FOR 0.17 MI (0.27 KM) TO THE STATION ON THE
 AA9350'LEFT.  THE STATION IS SET IN ROCK, 30 CM BELOW THE CONCRETE APRON
 AA9350'SURFACE IN A 18 CM ROUND HOLE WITH STEEL LID.  IT IS 501 FT (152.7 M)
 AA9350'WEST OF THE NORTHWEST CORNER OF THE NATIONAL GUARD HANGAR, 61.1 M
 AA9350'(200.5 FT) EAST OF THE CENTER OF THE CURVE OF THE NORTHWEST EDGE OF
 AA9350'THE CONCRETE APRON AT A TAXI LIGHT, 40.4 M (132.5 FT) WEST OF THE WEST
 AA9350'CORNER OF THE ASPHALT RAMP OF A HANGER AND 34.4 M (112.9 FT)
 AA9350'EAST-SOUTHEAST OF THE CENTER OF A MANHOLE COVER.  THE DISK STAMPING IS
 AA9350'ILLEGIBLE.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 AA9350'PRIMARY AIRPORT CONTROL STATION.
 AA9350
 AA9350                          STATION RECOVERY (1995)
 AA9350
 AA9350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 AA9350'THIS STATION IS LOCATED ON YEAGER AIRPORT NEAR THE NW CORNER OF THE
 AA9350'AIR NATIONAL GUARD RAMP.  THE STATION IS 215.6 FT (65.7 M) NW OF THE
 AA9350'WEST CORNER OF A MANHOLE.  THE STATION IS A STANDARD TOPOGRAPHIC DISK
 AA9350'SET IN ROCK 1 FOOT (0.3 M) BELOW THE CONCRETE APRON AROUND THE ASPHALT
 AA9350'RAMP.  THE STATION IS ACCESSIBLE THROUGH A 6 INCH HOLE IN CONCRETE.
 AA9350
 AA9350                          STATION RECOVERY (1996)
 AA9350
 AA9350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9350'RECOVERED AS DESCRIBED.
 AA9350
 AA9350                          STATION RECOVERY (2000)
 AA9350
 AA9350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AA9350'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE NEW
 AA9350'CONTACT PERSON IS MR. RICHARD A. ATKINSON, III, AIRPORT DIRECTOR AND
 AA9350'SHOULD BE CONTACTED ONE DAY IN ADVANCE OF OCCUPATION OF STATION.
 AA9350'PHONE--304-344-8033.  A TEMPORARY BADGE IS REQUIRED AND CAN BE
 AA9350'OBTAINED AT THE AIRPORT POLICE OFFICE IN THE TERMINAL BUILDING
 AA9350'ALONG WITH AN ESCORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9210 ***********************************************************************
 AA9210  PACS        -  This is a Primary Airport Control Station.
 AA9210  DESIGNATION -  ARP LWB
 AA9210  PID         -  AA9210
 AA9210  STATE/COUNTY-  WV/GREENBRIER
 AA9210  USGS QUAD   -  LEWISBURG (1979)
 AA9210
 AA9210                         *CURRENT SURVEY CONTROL
 AA9210  ___________________________________________________________________
 AA9210* NAD 83(1995)-  37 51 35.54401(N)    080 23 57.53825(W)     ADJUSTED  
 AA9210* NAVD 88     -       697.90   (meters)    2289.7    (feet)  GPS OBS   
 AA9210  ___________________________________________________________________
 AA9210  X           -     840,993.421 (meters)                     COMP
 AA9210  Y           -  -4,971,890.806 (meters)                     COMP
 AA9210  Z           -   3,893,585.013 (meters)                     COMP
 AA9210  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AA9210  ELLIP HEIGHT-         666.37  (meters)          (09/26/01) GPS OBS
 AA9210  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 AA9210
 AA9210  HORZ ORDER  -  B
 AA9210  ELLP ORDER  -  FOURTH    CLASS II
 AA9210
 AA9210.This mark is at Greenbrier Valley Airport (LWB)
 AA9210
 AA9210.The horizontal coordinates were established by GPS observations
 AA9210.and adjusted by the National Geodetic Survey in November 1995..
 AA9210
 AA9210.The orthometric height was determined by GPS observations and a
 AA9210.high-resolution geoid model.
 AA9210
 AA9210.GPS derived orthometric heights for airport stations designated as
 AA9210.PACS or SACS are published to 2 decimal places.  This maintains
 AA9210.centimeter relative accuracy between the PACS and SACS.  It does
 AA9210.not indicate centimeter accuracy relative to other marks which are
 AA9210.part of the NAVD 88 network.
 AA9210
 AA9210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9210
 AA9210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9210
 AA9210.The ellipsoidal height was determined by GPS observations
 AA9210.and is referenced to NAD 83.
 AA9210
 AA9210.The geoid height was determined by GEOID03.
 AA9210
 AA9210;                    North         East     Units Scale Factor Converg.
 AA9210;SPC WV S     -    95,606.951   652,856.316   MT  0.99994163   +0 22 16.8
 AA9210;UTM  17      - 4,190,437.855   552,838.868   MT  0.99963439   +0 22 07.2
 AA9210
 AA9210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9210!SPC WV S     -   0.99989545  x   0.99994163  =   0.99983708
 AA9210!UTM  17      -   0.99989545  x   0.99963439  =   0.99952987
 AA9210
 AA9210                          SUPERSEDED SURVEY CONTROL
 AA9210
 AA9210  ELLIP H (11/22/95)  666.44   (m)                       GP(       ) 1 1
 AA9210
 AA9210.Superseded values are not recommended for survey control.
 AA9210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9210.See file dsdata.txt to determine how the superseded data were derived.
 AA9210
 AA9210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB5283990438(NAD 83)
 AA9210_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9210_STAMPING: ARP LWB 1974
 AA9210_MARK LOGO: NOS   
 AA9210_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9210+STABILITY: SURFACE MOTION
 AA9210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9210+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1997
 AA9210
 AA9210  HISTORY     - Date     Condition        Report By
 AA9210  HISTORY     - 1974     MONUMENTED       NOS
 AA9210  HISTORY     - 19911018 GOOD             NGS
 AA9210  HISTORY     - 19940927 GOOD             NGS
 AA9210  HISTORY     - 19960620 GOOD             NGS
 AA9210  HISTORY     - 19971028 GOOD             NGS
 AA9210
 AA9210                          STATION DESCRIPTION
 AA9210
 AA9210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AA9210'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT ABOUT 1700 FT
 AA9210'(518.2 M) NORTHEAST OF THE TERMINAL BUILDING, 216.1 FT (65.9 M)
 AA9210'NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 4-22, 72.3 FT (22.0 M)
 AA9210'SOUTHEAST OF THE SOUTHEAST EDGE OF THE PARALLEL TAXIWAY, 562 FT (171.3
 AA9210'M) SOUTHWEST OF THE SOUTHWEST EDGE OF TAXIWAY, 112.0 FT (34.1 M) SOUTH
 AA9210'OF THE 4TH TAXIWAY LIGHT (169) EAST OF THE 5TH TAXIWAY LIGHT (168)
 AA9210'SOUTHWEST OF TAXIWAY.  THE STATION IS A STANDARD DISK SET IN CONCRETE
 AA9210'FLUSH WITH THE GROUND STAMPED ARP LWB 1964 1974.
 AA9210
 AA9210                          STATION RECOVERY (1994)
 AA9210
 AA9210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9210'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHWEST OF WHITE
 AA9210'SULPHER SPRINGS AND 5.0 MI (8.0 KM) NORTHEAST OF LEWISBURG AT THE
 AA9210'GREENBRIER VALLEY AIRPORT, NEAR THE NORTH END OF THE FIELD.
 AA9210'OWNERSHIP-- GREENBRIER AIRPORT AUTHORITY.
 AA9210' 
 AA9210'TO REACH THE AIRPORT FROM THE JUNCTION OF INTERSTATE 64 AND U.S. 219,
 AA9210'PROCEED NORTH ON U.S.  219 FOR 3.1 MI (5.0 KM) TO THE AIRPORT
 AA9210'ENTRANCE.  TURN RIGHT, EAST, AND PROCEED FOR O.5 MI TO THE TERMINAL.
 AA9210'TO REACH THE STATION FROM THE TERMINAL, PROCEED EAST ACROSS THE APRON
 AA9210'TO TAXIWAY A.  TURN LEFT, NORTHEAST, PARALLEL TO THE RUNWAY, FOR 0.3
 AA9210'MI (0.5 KM) AND THE STATION ON THE RIGHT.
 AA9210' 
 AA9210'THE STATION IS 171.3 M (562.0 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF
 AA9210'THE TAXIWAY, 65.9 M (216.2 FT) NORTHWEST OF THE NORTHWEST EDGE OF
 AA9210'RUNWAY 4-22, 34.1 M (111.9 FT) SOUTH OF THE FOURTH TAXIWAY LIGHT (NO.
 AA9210'169) SOUTHWEST OF TAXIWAY C, 33.9 M (111.2 FT) NORRTHEAST OF THE FIFTH
 AA9210'TAXIWAY LIGHT (NO.  168) SOUTHWEST OF TAXIWAY C, AND 22.0 M (72.2 FT)
 AA9210'SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXIWAY.
 AA9210' 
 AA9210'FOR ACCESS TO THE FIELD CONTACT MR.  JERRY O SULLIVAN, AIRPORT
 AA9210'MANAGER, P.O.  BOX 329 LEWISBURG, WV, 24901.  PHONE (304) 645-3961.
 AA9210' 
 AA9210'DESCRIBED BY PDL.
 AA9210
 AA9210                          STATION RECOVERY (1996)
 AA9210
 AA9210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 AA9210'RECOVERED AS DESCRIBED.
 AA9210
 AA9210                          STATION RECOVERY (1997)
 AA9210
 AA9210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (LJL)
 AA9210'RECOVERED AS DESCRIBED, EXCEPT THAT THE STAMPING IS NOT ARP LWB 1964
 AA9210'1974, BUT ARP LWB 1974.  THIS STATION IS DESIGNATED AS THE PRIMARY
 AA9210'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1932 ***********************************************************************
 JX1932  DESIGNATION -  ASHCROFT
 JX1932  PID         -  JX1932
 JX1932  STATE/COUNTY-  WV/MARION
 JX1932  USGS QUAD   -  WALLACE (1978)
 JX1932
 JX1932                         *CURRENT SURVEY CONTROL
 JX1932  ___________________________________________________________________
 JX1932* NAD 83(1995)-  39 28 21.66014(N)    080 23 27.63144(W)     ADJUSTED  
 JX1932* NAVD 88     -       483.     (meters)    1585.     (feet)  SCALED    
 JX1932  ___________________________________________________________________
 JX1932  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 JX1932  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JX1932
 JX1932  HORZ ORDER  -  FIRST
 JX1932
 JX1932.The horizontal coordinates were established by classical geodetic methods
 JX1932.and adjusted by the National Geodetic Survey in April 1998..
 JX1932
 JX1932.The orthometric height was scaled from a topographic map.
 JX1932
 JX1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1932
 JX1932.The geoid height was determined by GEOID03.
 JX1932
 JX1932;                    North         East     Units Scale Factor Converg.
 JX1932;SPC WV N     -   108,364.403   523,336.829   MT  0.99994430   -0 34 05.7
 JX1932;UTM  17      - 4,369,409.869   552,381.150   MT  0.99963378   +0 23 13.7
 JX1932
 JX1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1932!SPC WV N     -   0.99992940  x   0.99994430  =   0.99987371
 JX1932!UTM  17      -   0.99992940  x   0.99963378  =   0.99956321
 JX1932
 JX1932:                Primary Azimuth Mark                     Grid Az
 JX1932:SPC WV N     -  WADESTOWN TV STATION WBOY TWR            024 47 27.1
 JX1932:UTM  17      -  WADESTOWN TV STATION WBOY TWR            023 50 07.7
 JX1932
 JX1932|---------------------------------------------------------------------|
 JX1932| PID    Reference Object                     Distance      Geod. Az  |
 JX1932|                                                           dddmmss.s |
 JX1932| JX1867 WADESTOWN TV STATION WBOY TWR       APPROX.18.3 KM 0241321.4 |
 JX1932| CX3160 ASHCROFT RM 1                        22.856 METERS 05246     |
 JX1932| CX3158 ASHCROFT AZ MK                                     0983612.2 |
 JX1932| CX3159 ASHCROFT AZ MK RESET                               0990153.8 |
 JX1932| JX1930 WOLF SUMMIT RAD STA KQG 37 TWR      APPROX.22.1 KM 1922904.5 |
 JX1932| CX3161 ASHCROFT RM 2                        24.068 METERS 19941     |
 JX1932|---------------------------------------------------------------------|
 JX1932
 JX1932                          SUPERSEDED SURVEY CONTROL
 JX1932
 JX1932  NAD 83(1986)-  39 28 21.66369(N)    080 23 27.63966(W) AD(       ) 1
 JX1932  NAD 27      -  39 28 21.34830(N)    080 23 28.32430(W) AD(       ) 1
 JX1932
 JX1932.Superseded values are not recommended for survey control.
 JX1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1932.See file dsdata.txt to determine how the superseded data were derived.
 JX1932
 JX1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5238169410(NAD 83)
 JX1932_MARKER: DS = TRIANGULATION STATION DISK
 JX1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1932
 JX1932  HISTORY     - Date     Condition        Report By
 JX1932  HISTORY     - 1941     MONUMENTED       CGS
 JX1932  HISTORY     - 1963     GOOD             CGS
 JX1932
 JX1932                          STATION DESCRIPTION
 JX1932
 JX1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1932'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF THE VILLAGE OF
 JX1932'SHINNSTON, AT THE HIGHEST
 JX1932'POINT OF A CULTIVATED HILL OWNED BY L.C. ASHCROFT WHO LIVES ABOUT 0.4
 JX1932'MILE SOUTH OF THE STATION AT THE FOOT
 JX1932'OF THE HILL.  IT IS 175 FEET NORTH OF A RAIL FENCE BETWEEN
 JX1932'A TIMBER COVERED AREA AND THE CULTIVATED FIELD.  IT
 JX1932'IS STAMPED ASHCROFT 1941 AND PROJECTS 4
 JX1932'INCHES.
 JX1932'
 JX1932'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, STAMPED ASHCROFT NO
 JX1932'1 1941 AND PROJECTS 8 INCHES.
 JX1932'
 JX1932'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, STAMPED ASHCROFT NO
 JX1932'2 1941 AND PROJECTS 6 INCHES.
 JX1932'
 JX1932'THE AZIMUTH MARK IS ABOUT 1 MILE EAST OF THE STATION.  IT IS SET
 JX1932'FLUSH IN THE FLAT TOP OF A 4 BY 2 FOOT
 JX1932'BOULDER PROJECTING 4 INCHES AT THE TOP OF A ROAD CUT, 15 FEET EAST OF
 JX1932'THE CENTER OF THE ROAD AND 90 FEET
 JX1932'NORTH OF A SIDE ROAD EAST.  TO REACH THE MARK FROM THE
 JX1932'ASHCROFT HOUSE GO SOUTH FOR 1.45 MILES TO A
 JX1932'MACADAM ROAD, TURN LEFT AND GO 1.1 MILES TO A
 JX1932'DIRT SIDE ROAD LEFT, TURN LEFT AND GO 1.4 MILES TO A FORK,
 JX1932'TAKE THE LEFT FORK AND GO 0.6 OF A
 JX1932'MILE TO A SIDE ROAD RIGHT AND THE MARK AS DESCRIBED.
 JX1932'
 JX1932'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE CENTER OF
 JX1932'SHINNSTON, GO NORTHWEST
 JX1932'FOR 0.2 MILE TO A T INTERSECTION AFTER CROSSING A BRIDGE, TURN LEFT
 JX1932'AND GO 4.1 MILES TO A FORK, TAKE
 JX1932'THE RIGHT FORK AND GO 0.2 MILE TO A T INTERSECTION AFTER
 JX1932'CROSSING A BRIDGE, TURN LEFT AND GO 1.2
 JX1932'MILES TO A SIDE ROAD LEFT AT A LARGE STORE, HERE
 JX1932'TURN LEFT AND FOLLOW MAIN MACADAM ROAD FOR 2.9 MILES TO A
 JX1932'SIDE ROAD RIGHT ALONG THE EAS SIDE
 JX1932'OF A CEMETERY.  TURN RIGHT AND FOLLOW DIRT ROAD FOR 1.45 MILES TO THE
 JX1932'ASHCROFT HOUSE AND THE END OF TRUCK
 JX1932'TRAVEL.  FROM HERE PROCEED ON FOOT, FOLLOWING AN OLD ROAD UP HILL
 JX1932'FOR ABOUT 0.4 MILE TO A RAIL FENCE,
 JX1932'TURN LEFT AND FOLLOW ALONG FENCE FOR 0.1 MILE TO THE
 JX1932'HIGHEST POINT OF THE HILL, THEN TURN RIGHT AND GO 175
 JX1932'FEET TO THE STATION.
 JX1932'
 JX1932'A 64 FOOT TOWER IS NEEDED TO SEE SARDIS, TEMANS AND HOG.
 JX1932'BURTON, GASTON,
 JX1932'DIXIE, BALD ARE V.G.
 JX1932'
 JX1932'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JX1932
 JX1932                          STATION RECOVERY (1963)
 JX1932
 JX1932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1932'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 JX1932'CONDITION.  THE AZIMUTH MARK
 JX1932'WAS DESTROYED WHEN THE BOULDER THAT IT WAS SET IN SLID DOWN THE ROAD
 JX1932'BANK.  A NEW AZIMUTH MARK WAS
 JX1932'ESTABLISHED AT THIS TIME.  THE DISTANCE TO REFERENCE MARK
 JX1932'1 CHECKED, BUT THE DISTANCE TO REFERENCE MARK 2
 JX1932'WAS FOUND TO BE .10 OF A FOOT LONGER.
 JX1932'THE DIRECTION TO BOTH REFERENCE MARKS CHECKED.  A NEW DESCRIPTION
 JX1932'FOLLOWS-
 JX1932'
 JX1932'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF THE VILLAGE OF
 JX1932'WALLACE, AT THE HIGHEST
 JX1932'POINT OF A WOODS COVERED HILL OWNED BY MR. L.C. ASHCROFT.  IT IS 3
 JX1932'FEET NORTHEAST OF A WITNESS
 JX1932'POST, 21 FEET SOUTH OF A 5 INCH TWIN-FORKED TREE AND 29 FEET
 JX1932'SOUTHEAST OF A 10 INCH ASH TREE.
 JX1932'THE MONUMENT PROJECTS
 JX1932'3 INCHES AND THE DISK IS STAMPED ASHCROFT 1941.
 JX1932'
 JX1932'TO REACH FROM THE U.S. POST OFFICE IN THE SMALL VILLAGE OF WALLACE,
 JX1932'GO SOUTHERLY ON STATE HIGHWAY 20
 JX1932'FOR 0.35 MILE TO A ROAD TO THE LEFT, BEFORE REACHING A CONCRETE
 JX1932'BRIDGE, TURN LEFT AND GO NORTHEAST ON
 JX1932'THE MAIN TRAVELED ROAD FOR 0.2 MILE TO A T-INTERSECTION,
 JX1932'TURN LEFT AND GO NORTHERLY ON THE MAIN MACADAM
 JX1932'ROAD FOR 2.55 MILES TO A Y-FORK AT THE
 JX1932'END OF MACADAM ROAD.  CONTINUE, KEEPING THE RIGHT FORK, UPHILL
 JX1932'AND FOLLOW MAIN GRAVELED ROAD FOR
 JX1932'2.2 MILES TO SUMMIT OF GRADE AND MACADAM ROAD, CONTINUE ON MAIN
 JX1932'MACADAM ROAD FOR 5.45 MILES TO A
 JX1932'T-INTERSECTION, JUST AFTER CROSSING A STEEL BRIDGE.  TURN RIGHT AND
 JX1932'GO SOUTH ON THE PAVED ROAD FOR 0.95
 JX1932'MILE TO PAUL HAWKINS GROCERY ON THE LEFT, KEEP
 JX1932'LEFT WITH MAIN ROAD AND GO EAST FOR 0.15 MILE TO A
 JX1932'ROAD LEFT, TURN LEFT AND GO NORTH ON
 JX1932'THE ROUGH ROAD FOR 1.35 MILES TO A ROAD RIGHT UP STEEP BANK, THIS IS
 JX1932'ABOUT 0.05 MILE BEFORE REACHING
 JX1932'AN OLD VACANT LOG HOUSE AND JUST BEFORE CROSSING A SMALL STREAM, (4
 JX1932'WHEEL DRIVE REQUIRED FROM HERE),
 JX1932'TURN RIGHT UP THE OLD WASHED OUT ROAD AND GO 0.05 MILE
 JX1932'TO A ROAD LEFT, CONTINUE STRAIGHT AHEAD UPHILL ON
 JX1932'WASHED OUT ROAD AND GO 0.4 MILE TO
 JX1932'THE TOP OF RIDGE.  TURN LEFT AND GO NORTHWEST, STAYING ON CREST OF
 JX1932'RIDGE, FOR 0.25 MILE TO A FOX
 JX1932'HUNTERS CABIN ON TOP OF HILL, KEEP RIGHT AND GO NORTHEAST ABOUT 0.05
 JX1932'MILE TO SUMMIT OF HILL AND
 JX1932'STATION.
 JX1932'
 JX1932'THE AZIMUTH MARK IS LOCATED IN APPROXIMATELY THE SAME LOCATION AS THE
 JX1932'ORIGINAL AZIMUTH MARK AND
 JX1932'THE OLD TO REACH IS ADEQUATE.
 JX1932'
 JX1932'REFERENCE MARK 1 IS 78 FEET NORTHEAST OF THE WITNESS POST AND 12 FEET
 JX1932'SOUTHEAST OF A 5 INCH LOCUST
 JX1932'TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JX1932'ASHCROFT NO 1 1941.
 JX1932'
 JX1932'REFERENCE MARK 2 IS 76 FEET SOUTHWEST OF THE WITNESS POST AND 6 FEET
 JX1932'EAST OF A SMALL TREE.  THE
 JX1932'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED ASHCROFT NO 2
 JX1932'1941.
 JX1932'
 JX1932'THE NEW AZIMUTH MARK IS SET IN APPROXIMATELY THE SAME LOCATION AS THE
 JX1932'ORIGINAL AZIMUTH MARK.  IT
 JX1932'IS 4 FEET NORTHEAST OF A WITNESS POST, 6 FEET NORTHEAST OF A 5 INCH
 JX1932'TWIN-TRUNK OAK TREE, 32 FEET EAST OF
 JX1932'THE CENTERLINE OF THE DIRT ROAD AND 70 FEET NORTHEAST
 JX1932'OF THE APPROXIMATE CENTER OF THE INTERSECTION OF THE
 JX1932'MAIN ROAD AND A DIRT ROAD TO
 JX1932'THE RIGHT.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JX1932'ASHCROFT 1941RESET 1963.
 JX1932'
 JX1932'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1976 ***********************************************************************
 JX1976  DESIGNATION -  ASTON
 JX1976  PID         -  JX1976
 JX1976  STATE/COUNTY-  WV/MARSHALL
 JX1976  USGS QUAD   -  GLEN EASTON (1976)
 JX1976
 JX1976                         *CURRENT SURVEY CONTROL
 JX1976  ___________________________________________________________________
 JX1976* NAD 83(1995)-  39 52 03.41259(N)    080 42 01.88933(W)     ADJUSTED  
 JX1976* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 JX1976  ___________________________________________________________________
 JX1976  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 JX1976  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JX1976
 JX1976  HORZ ORDER  -  THIRD
 JX1976
 JX1976.The horizontal coordinates were established by classical geodetic methods
 JX1976.and adjusted by the National Geodetic Survey in April 1998..
 JX1976
 JX1976.The orthometric height was scaled from a topographic map.
 JX1976
 JX1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1976
 JX1976.The geoid height was determined by GEOID03.
 JX1976
 JX1976;                    North         East     Units Scale Factor Converg.
 JX1976;SPC WV N     -   152,516.535   497,293.087   MT  0.99994961   -0 45 56.4
 JX1976;UTM  17      - 4,413,106.811   525,612.431   MT  0.99960808   +0 11 31.1
 JX1976
 JX1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1976!SPC WV N     -   0.99994004  x   0.99994961  =   0.99988965
 JX1976!UTM  17      -   0.99994004  x   0.99960808  =   0.99954814
 JX1976
 JX1976|---------------------------------------------------------------------|
 JX1976| PID    Reference Object                     Distance      Geod. Az  |
 JX1976|                                                           dddmmss.s |
 JX1976| CX3165 ASTON RM 1                            7.108 METERS 05640     |
 JX1976| CX3164 ASTON AZ MK                                        0771340.5 |
 JX1976| CX3166 ASTON RM 2                            5.853 METERS 31600     |
 JX1976|---------------------------------------------------------------------|
 JX1976
 JX1976                          SUPERSEDED SURVEY CONTROL
 JX1976
 JX1976  NAD 83(1986)-  39 52 03.42021(N)    080 42 01.89627(W) AD(       ) 3
 JX1976  NAD 27      -  39 52 03.14310(N)    080 42 02.59220(W) AD(       ) 3
 JX1976
 JX1976.Superseded values are not recommended for survey control.
 JX1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1976.See file dsdata.txt to determine how the superseded data were derived.
 JX1976
 JX1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2561213107(NAD 83)
 JX1976_MARKER: DS = TRIANGULATION STATION DISK
 JX1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1976_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1976
 JX1976  HISTORY     - Date     Condition        Report By
 JX1976  HISTORY     - 1963     MONUMENTED       CGS
 JX1976
 JX1976                          STATION DESCRIPTION
 JX1976
 JX1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1976'THE STATION IS ABOUT 4 MILES SOUTHEAST OF MOUNDSVILLE, ABOUT 7-1/2
 JX1976'MILES WEST-NORTHWEST OF CAMERON AND
 JX1976'ON THE PROPERTY OF MR. LEWIS ASTON.  IT IS 15.6 FEET SOUTH OF
 JX1976'THE SOUTH WALL OF A FRAME HOUSE,
 JX1976'21 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE FRAME
 JX1976'HOUSE AND 25 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 JX1976'OF THE HOUSE.  THE MONUMENT IS 12
 JX1976'INCHES UNDERGROUND AND THE DISK IS STAMPED ASTON 1963.
 JX1976'
 JX1976'TO REACH FROM THE SOUTH SIDE OF MARSHALL COUNTY COURTHOUSE IN
 JX1976'MOUNDSVILLE, GO EAST ON
 JX1976'SEVENTH STREET FOR 0.4 MILE TO A SIDE STREET (PARRIOTT AVNEUE).  TURN
 JX1976'RIGHT AND GO SOUTH ON
 JX1976'PARRIOTT AVENUE FOR 0.3 MILE TO A T-ROAD.  TURN LEFT AND GO EAST
 JX1976'AND SOUTHEAST ON A PAVED ROAD FOR 0.6
 JX1976'MILES TO A STEEL BRIDGE.  CONTINUE SOUTHEAST AND
 JX1976'SOUTH ON THE PAVED ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT
 JX1976'(FORK RIDGE ROAD).  TURN LEFT AND
 JX1976'GO EAST-SOUTH AND SOUTHEAST ON THE PAVED ROAD FOR 3.8 MILES TO A
 JX1976'CHURCH AND A CEMETERY ON THE
 JX1976'RIGHT.  CONTINUE SOUTHERLY ON THE PAVED ROAD FOR 0.9 MILE TO WHERE
 JX1976'THE ROAD CURVES SHARP LEFT AND A
 JX1976'GRAVELED SIDE ROAD RIGHT.  CONTINUE SOUTHEAST AND EAST ON
 JX1976'THE PAVED ROAD FOR 0.2 MILE TO A DIRT DRIVEWAY
 JX1976'LEFT.  TURN LEFT AND GO WESTERLY ON
 JX1976'THE DIRT DRIVEWAY FOR 0.05 MILE TO A HOUSE AT THE TOP OF A HILL
 JX1976'AND THE STATION.
 JX1976'
 JX1976'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EAST-NORTHEAST
 JX1976'ON THE PAVED ROAD FOR 0.25
 JX1976'MILE TO THE MARK ON THE RIGHT.
 JX1976'
 JX1976'REFERENCE MARK 1 IS 2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE FRAME
 JX1976'HOUSE AND 26 FEET WEST OF AN
 JX1976'8 INCH PEACH TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JX1976'ASTON NO 1 1963.
 JX1976'
 JX1976'REFERENCE MARK 2 IS 3 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE
 JX1976'AND 33 FEET EAST OF A 10 INCH
 JX1976'PEACH TREE.  THE MONUEMENT IS FLUSH AND THE DISK IS STAMPED ASTON NO
 JX1976'2 1963.
 JX1976'
 JX1976'THE AZIMUTH MARK IS 2 FEET WEST OF A MAIL BOX, 13 FEET SOUTH OF THE
 JX1976'CENTERLINE OF A PAVED ROAD, 30
 JX1976'FEET WEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 54 FEET SOUTH OF
 JX1976'A POWER POLE AND 92 FEET NORTHEAST
 JX1976'OF THE NORTHEAST CORNER OF A LARGE HOUSE.  THE
 JX1976'MONUMENT IS FLUSH AND THE DISK IS STAMPED ASTON
 JX1976'1963.
 JX1976'
 JX1976'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3377 ***********************************************************************
 GX3377  DESIGNATION -  ATHENS 2
 GX3377  PID         -  GX3377
 GX3377  STATE/COUNTY-  WV/MERCER
 GX3377  USGS QUAD   -  ATHENS (1976)
 GX3377
 GX3377                         *CURRENT SURVEY CONTROL
 GX3377  ___________________________________________________________________
 GX3377* NAD 83(1995)-  37 25 24.51313(N)    081 00 26.86259(W)     ADJUSTED  
 GX3377* NAVD 88     -       781.1    (meters)    2563.     (feet)  VERTCON   
 GX3377  ___________________________________________________________________
 GX3377  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 GX3377  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX3377
 GX3377  HORZ ORDER  -  SECOND
 GX3377
 GX3377.The horizontal coordinates were established by classical geodetic methods
 GX3377.and adjusted by the National Geodetic Survey in April 1998..
 GX3377
 GX3377.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3377
 GX3377.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3377
 GX3377.The geoid height was determined by GEOID03.
 GX3377
 GX3377;                    North         East     Units Scale Factor Converg.
 GX3377;SPC WV S     -    47,001.390   599,339.503   MT  1.00001321   -0 00 16.6
 GX3377;UTM  17      - 4,141,851.634   499,339.776   MT  0.99960001   -0 00 16.3
 GX3377
 GX3377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3377!SPC WV S     -   0.99988232  x   1.00001321  =   0.99989552
 GX3377!UTM  17      -   0.99988232  x   0.99960001  =   0.99948237
 GX3377
 GX3377:                Primary Azimuth Mark                     Grid Az
 GX3377:SPC WV S     -  ATHENS AZ MK                             027 58 52.6
 GX3377:UTM  17      -  ATHENS AZ MK                             027 58 52.3
 GX3377
 GX3377|---------------------------------------------------------------------|
 GX3377| PID    Reference Object                     Distance      Geod. Az  |
 GX3377|                                                           dddmmss.s |
 GX3377| DC3725 ATHENS AZ MK                                       0275836.0 |
 GX3377| GX3376 ATHENS                               72.536 METERS 07427     |
 GX3377| DC3728 ATHENS 2 RM 1                        11.080 METERS 11454     |
 GX3377| DC3729 ATHENS 2 RM 2                         6.194 METERS 35509     |
 GX3377|---------------------------------------------------------------------|
 GX3377
 GX3377                          SUPERSEDED SURVEY CONTROL
 GX3377
 GX3377  NAD 83(1995)-  37 25 24.51434(N)    081 00 26.86503(W) AD(       ) 2
 GX3377  NAD 83(1995)-  37 25 24.51670(N)    081 00 26.86388(W) AD(       ) 2
 GX3377  NAD 83(1986)-  37 25 24.51772(N)    081 00 26.86615(W) AD(       ) 2
 GX3377  NAD 27      -  37 25 24.08723(N)    081 00 27.55195(W) AD(       ) 2
 GX3377  NGVD 29 (07/19/86)  781.2    (m)         2563.     (f) VERT ANG       
 GX3377
 GX3377.Superseded values are not recommended for survey control.
 GX3377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3377.See file dsdata.txt to determine how the superseded data were derived.
 GX3377
 GX3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB9934041852(NAD 83)
 GX3377_MARKER: DS = TRIANGULATION STATION DISK
 GX3377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3377
 GX3377  HISTORY     - Date     Condition        Report By
 GX3377  HISTORY     - 1961     MONUMENTED       CGS
 GX3377  HISTORY     - 1971     GOOD             LOCENG
 GX3377  HISTORY     - 1971     GOOD             NGS
 GX3377
 GX3377                          STATION DESCRIPTION
 GX3377
 GX3377'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 GX3377'STATION IS LOCATED ON THE CAMPUS OF CONCORD COLLEGE WHICH IS AT THE
 GX3377'EAST EDGE OF ATHENS, IN A LOW AREA BETWEEN THE GIRLS DORMITORY AND
 GX3377'THE NEW STUDENT CENTER.  THE STATION MARK, STAMPED ATHENS 2 1961 IS A
 GX3377'STANDARD DISC SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH
 GX3377'WITH THE GROUND. IT IS ABOUT 70 FEET EAST OF THE EAST WALL OF THE
 GX3377'EAST WING OF THE GIRLS DORMITORY, 70 FEET SOUTHWEST OF THE NORTHWEST
 GX3377'CORNER OF THE NEW STUDENT CENTER BUILDING, 50 FEET SOUTH OF A
 GX3377'CONCRETE WALK, 36 FEET WEST OF A CONCRETE WALK, 37 FEET NORTHWEST
 GX3377'OF A METAL LAMP POST AND ALONG THE EAST EDGE OF A ROW OF LOW
 GX3377'EVERGREEN TREES.
 GX3377'
 GX3377'REFERENCE MARK NO. 1, STAMPED ATHENS 2 NO 1 1961, IS SET IN A DRILL
 GX3377'HOLE IN THE NORTHWEST CORNER OF A LANDING IN A FLIGHT OF
 GX3377'CONCRETE STEPS.  IT IS 23 FEET NORTHEAST OF A METAL LAMP POST AND THE
 GX3377'MARK IS FLUSH WITH THE CONCRETE SURFACE OF THE LANDING.
 GX3377'
 GX3377'REFERENCE MARK NO. 2, STAMPED ATHENS 2 RM NO 2 1961, IS A STANDARD
 GX3377'DISC SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GX3377'GROUND.  IT IS 48 FEET NORTHWEST OF A CONCRETE WALK AND NEAR THE EAST
 GX3377'EDGE OF A ROW OF SMALL EVERGREEN TREES.
 GX3377'
 GX3377'AZIMUTH MARK, STAMPED ATHENS 1952, IS SET IN THE TOP OF A CONCRETE
 GX3377'MONUMENT THAT PROJECTS ABOUT 6 INCHES.  IT IS 30 FEET SOUTHWEST
 GX3377'OF THE SOUTHWEST CORNER OF A TWO STORY FRAME HOUSE, 2 FEET EAST OF A
 GX3377'WHITE WITNESS POST AND 1 FOOT NORTH OF THE GARDEN FENCE LINE, ON
 GX3377'PROPERTY OWNED BY MRS. PINEY BIRD.
 GX3377'
 GX3377'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COLLEGE DRIVE
 GX3377'AND CONTINUE ON A CROOKED WINDING ROAD EAST, NORTH AND NORTHEAST FOR
 GX3377'0.7 MILE TO THE END OF THE ROAD AT MRS. BIRDS HOUSE AND THE STATION
 GX3377'SITE.
 GX3377
 GX3377                          STATION RECOVERY (1971)
 GX3377
 GX3377'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (RFR)
 GX3377'A NEW BUILDING IS UNDER CONSTRUCTION ON THE CONCORD COLLEGE CAMPUS.
 GX3377'THE BUILDING, UPON COMPLETION WILL BLOCK THE LINE OF SIGHT BETWEEN
 GX3377'THE STATION MARK AND THE AZIMUTH MARK.
 GX3377
 GX3377                          STATION RECOVERY (1971)
 GX3377
 GX3377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GX3377'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GX3377'GOOD CONDITION.  A BUILDING HAS BEEN CONSTRUCTED ON LINE BETWEEN THE
 GX3377'STATION AND AZIMUTH MARK.  NO STATIONS OR OBJECTS ARE VISIBLE TO
 GX3377'ESTABLISH A NEW AZIMUTH MARK.  THE ONLY AVAILABLE LOCATION FOR AN
 GX3377'AZIMUTH MARK WOULD BE LESS THAN 0.1 MILE SINCE THE STATION IS ON
 GX3377'LOW GROUND AND ENTIRELY SURROUNDED BY BUILDINGS AND TREES.
 GX3377'
 GX3377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ATHENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2116 ***********************************************************************
 JX2116  DESIGNATION -  ATOP
 JX2116  PID         -  JX2116
 JX2116  STATE/COUNTY-  WV/PLEASANTS
 JX2116  USGS QUAD   -  RAVEN ROCK (1994)
 JX2116
 JX2116                         *CURRENT SURVEY CONTROL
 JX2116  ___________________________________________________________________
 JX2116* NAD 83(1995)-  39 22 41.29949(N)    081 11 09.55135(W)     ADJUSTED  
 JX2116* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 JX2116  ___________________________________________________________________
 JX2116  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 JX2116  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JX2116
 JX2116  HORZ ORDER  -  THIRD
 JX2116
 JX2116.The horizontal coordinates were established by classical geodetic methods
 JX2116.and adjusted by the National Geodetic Survey in April 1998..
 JX2116
 JX2116.The orthometric height was scaled from a topographic map.
 JX2116
 JX2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2116
 JX2116.The geoid height was determined by GEOID03.
 JX2116
 JX2116;                    North         East     Units Scale Factor Converg.
 JX2116;SPC WV N     -    98,851.142   454,745.413   MT  0.99995005   -1 04 31.0
 JX2116;SPC OH S     -   153,815.319   713,208.654   MT  0.99993591   +0 50 01.6
 JX2116;UTM  17      - 4,358,756.906   483,981.172   MT  0.99960316   -0 07 04.8
 JX2116
 JX2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2116!SPC WV N     -   0.99994965  x   0.99995005  =   0.99989970
 JX2116!SPC OH S     -   0.99994965  x   0.99993591  =   0.99988557
 JX2116!UTM  17      -   0.99994965  x   0.99960316  =   0.99955283
 JX2116
 JX2116:                Primary Azimuth Mark                     Grid Az
 JX2116:SPC WV N     -  RAVEN                                    014 10 44.7
 JX2116:SPC OH S     -  RAVEN                                    012 16 12.1
 JX2116:UTM  17      -  RAVEN                                    013 13 18.5
 JX2116
 JX2116|---------------------------------------------------------------------|
 JX2116| PID    Reference Object                     Distance      Geod. Az  |
 JX2116|                                                           dddmmss.s |
 JX2116| JX2117 RAVEN                               APPROX. 4.1 KM 0130613.7 |
 JX2116| CC9715 ATOP RM 1                             7.401 METERS 16944     |
 JX2116| CC9716 ATOP RM 2                            13.693 METERS 27031     |
 JX2116|---------------------------------------------------------------------|
 JX2116
 JX2116                          SUPERSEDED SURVEY CONTROL
 JX2116
 JX2116  NAD 83(1986)-  39 22 41.30445(N)    081 11 09.55942(W) AD(       ) 3
 JX2116  NAD 27      -  39 22 41.03100(N)    081 11 10.14970(W) AD(       ) 3
 JX2116
 JX2116.Superseded values are not recommended for survey control.
 JX2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2116.See file dsdata.txt to determine how the superseded data were derived.
 JX2116
 JX2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD8398158757(NAD 83)
 JX2116_MARKER: DS = TRIANGULATION STATION DISK
 JX2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2116_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2116_STAMPING: ATOP 1963
 JX2116_MARK LOGO: CGS   
 JX2116_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2116+STABILITY: SURFACE MOTION
 JX2116
 JX2116  HISTORY     - Date     Condition        Report By
 JX2116  HISTORY     - 1963     MONUMENTED       CGS
 JX2116  HISTORY     - 1972     SEE DESCRIPTION  NGS
 JX2116  HISTORY     - 1977     GOOD             NGS
 JX2116  HISTORY     - 19821231 GOOD             NGS
 JX2116
 JX2116                          STATION DESCRIPTION
 JX2116
 JX2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2116'STATION IS LOCATED ON TOP OF A BARE TOP HILL IN PASTURE LAND, JUST
 JX2116'NORTH OF U.S.  HIGHWAY 50
 JX2116'ALT., AND STATE HIGHWAY 16, ABOUT 1.3 MILES SOUTHEAST OF THE CENTER
 JX2116'OF ST.  MARYS, WEST VIRGINIA AND ON
 JX2116'THE PROPERTY OF MR. LYLE LOCKE.  IT IS 191 FEET NORTH OF
 JX2116'A 12 INCH LOCUST TREE AND 212 FEET WEST OF THE
 JX2116'NORTHWEST CORNER OF AN OLD BARN.  THE
 JX2116'MONUMENT IS FLUSH AND THE DISK IS STAMPED ATOP 1963.
 JX2116'
 JX2116'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 ALT., STATE HIGHWAY 16
 JX2116'AND STATE HIGHWAY 2 AT THE
 JX2116'ST. MARYS HIGH SCHOOL IN THE NORTH EDGE OF ST. MARYS, GO EAST AND
 JX2116'SOUTHEAST ON U.S. HIGHWAY 50 ALT.,
 JX2116'AND STATE HIGHWAY 16 FOR 1.9 MILES TO A DRIVEWAY LEFT,
 JX2116'JUST BEFORE REACHING A SUNOCO SERVICE STATION ON THE
 JX2116'RIGHT*, TURN LEFT ON THE DRIVEWAY
 JX2116'AND PARK TRUCK IN THE YARD OF MR. LOCKE AND ETT.  PACK NORTHERLY UP
 JX2116'THE STEEP SLOPE FOR
 JX2116'APPROXIMATELY 0.1 MILE TO THE SUMMIT OF RIDGE AND THE STATION.
 JX2116'
 JX2116'*TO REACH THE BENCH MARK FROM THIS POINT, CONTINUE SOUTHERLY ON U.S.
 JX2116'HIGHWAY 50 ALT. AND STATE
 JX2116'HIGHWAY 16 FOR 0.05 MILETO THE MARK ON THE RIGHT.
 JX2116'
 JX2116'REFERENCE MARK 1 IS 170 FEET NORTHEAST OF THE 12 INCH LOCUST TREE.
 JX2116'THE MONUMENT IS FLUSH AND THE
 JX2116'DISK IS STAMPED ATOP NO 1 1963.
 JX2116'
 JX2116'REFERENCE MARK 2 IS 190 FEET NORTHWEST OF THE 12 INCH LOCUST TREE.
 JX2116'IT IS CEMENTED FLUSH IN A
 JX2116'DRILLED HOLE IN AN OUTCROPPING BED ROCK, WHICH PROJECTS ABOUT 5
 JX2116'INCHES ABOVE GROUND LEVEL.
 JX2116'THE DISK IS STAMPED ATOP NO 2 1963.
 JX2116'
 JX2116'BENCH MARK B 134 IS A STANDARD USC AND GS BENCH MARK SET IN THE TOP
 JX2116'OF A 10 INCH ROUND CONCRETE
 JX2116'MONUMENT THAT IS FLUSH WITH THE SURFACE.  IT IS 57 FEET SOUTHWEST OF
 JX2116'THE CENTERLINE OF U.S. HIGHWAY 50
 JX2116'ALT., 3 FEET NORTHEAST OF A WITNESS POST AND 6 FEET SOUTH
 JX2116'EAST OF THE CENTERLINE OF A DRIVEWAY.  THE DISK
 JX2116'IS STAMPED B 134 1957.  NOTE- THE
 JX2116'DIRT HAS BEEN GRADED DOWN FROM AROUND ONE SIDE OF THE MARK FOR 10
 JX2116'INCHES BELOW THE TOP OF THE
 JX2116'MONUMENT.
 JX2116'
 JX2116'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JX2116
 JX2116                          STATION RECOVERY (1972)
 JX2116
 JX2116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JX2116'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 JX2116'GOOD CONDITION.  IT WAS REQUESTED THAT THE STATION MARK AND
 JX2116'REFERENCE MARKS BE RELOCATED AS THE HILL WAS GOING TO BE USED AS A
 JX2116'BURROW PIT.  A NEW STATION ATOP 2 WAS ESTABLISHED.  THE
 JX2116'DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 WAS CHECKED
 JX2116'AND FOUND TO BE CORRECT.  A DIFFERENCE WAS FOUND IN THE
 JX2116'DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2.  TWO SEPERATE
 JX2116'SETS OF OBSERVATIONS BY TWO DIFFERENT OBSERVERS AND
 JX2116'INSTRUMENTS WERE MADE AND THE RESULTS MEANED.  STATION WAS
 JX2116'LEFT IN POSITION AS IT HAD NOT BEEN DEFINITELY DECIDED WHETHER OR
 JX2116'NOT THE HILL COULD BE USED.  ORIGINAL DESCRIPTION IS ADEQUATE FOR
 JX2116'RECOVERY.
 JX2116'
 JX2116'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES
 JX2116'SOUTHEAST OF ST. MARYS.
 JX2116'
 JX2116'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JX2116
 JX2116                          STATION RECOVERY (1977)
 JX2116
 JX2116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JX2116'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 JX2116'AS PREVIOUSLY DESCRIBED.  THIS STATION WAS NOT OCCUPIED AT THIS
 JX2116'DATE.
 JX2116'
 JX2116'THE LINE TO STATION ST MARYS IS NO LONGER VISIBLE FROM THE GROUND.
 JX2116'
 JX2116'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES
 JX2116'OF ST. MARYS.
 JX2116
 JX2116                          STATION RECOVERY (1982)
 JX2116
 JX2116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JX2116'STATION ATOP 1963 WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3589 ***********************************************************************
 HW3589  DESIGNATION -  AWY BCN E OF ELKINS MUN APT
 HW3589  PID         -  HW3589
 HW3589  STATE/COUNTY-  WV/RANDOLPH
 HW3589  USGS QUAD   -  ELKINS (1995)
 HW3589
 HW3589                         *CURRENT SURVEY CONTROL
 HW3589  ___________________________________________________________________
 HW3589* NAD 83(1995)-  38 52 55.62157(N)    079 51 15.25284(W)     ADJUSTED  
 HW3589* NAVD 88     -                                                        
 HW3589  ___________________________________________________________________
 HW3589  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 HW3589  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HW3589
 HW3589  HORZ ORDER  -  THIRD
 HW3589
 HW3589.This mark is at Elkins-Randolph Co-Jennings Randolph Fld Airport (EKN)
 HW3589
 HW3589.The horizontal coordinates were established by classical geodetic methods
 HW3589.and adjusted by the National Geodetic Survey in April 1998..
 HW3589
 HW3589
 HW3589.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3589
 HW3589.The geoid height was determined by GEOID03.
 HW3589
 HW3589;                    North         East     Units Scale Factor Converg.
 HW3589;SPC WV S     -   209,516.493   699,415.262   MT  0.99999974   +0 42 29.9
 HW3589;SPC WV N     -    42,482.428   569,262.208   MT  1.00002438   -0 13 33.3
 HW3589;UTM  17      - 4,304,318.912   599,379.473   MT  0.99972161   +0 43 09.4
 HW3589
 HW3589                          SUPERSEDED SURVEY CONTROL
 HW3589
 HW3589  NAD 83(1995)-  38 52 55.62749(N)    079 51 15.26498(W) AD(       ) 4
 HW3589  NAD 83(1986)-  38 52 55.62790(N)    079 51 15.26532(W) AD(       ) 4
 HW3589  NAD 27      -  38 52 55.24200(N)    079 51 16.01800(W) AD(       ) 3
 HW3589
 HW3589.Superseded values are not recommended for survey control.
 HW3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3589.See file dsdata.txt to determine how the superseded data were derived.
 HW3589
 HW3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9937904319(NAD 83)
 HW3589_MARKER: 22 = AIRWAY BEACON
 HW3589
 HW3589  HISTORY     - Date     Condition        Report By
 HW3589  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3589  HISTORY     - 1964     GOOD             CGS
 HW3589  HISTORY     - 1969     GOOD             CGS
 HW3589  HISTORY     - 1977     GOOD             NGS
 HW3589
 HW3589                          STATION DESCRIPTION
 HW3589
 HW3589'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3589'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF ELKINS AND
 HW3589'ABOUT 1/4 MILE
 HW3589'EAST OF THE ELKINS AIRPORT CONTROL TOWER, NEAR THE WEST END OF A LOW
 HW3589'RIDGE.
 HW3589'
 HW3589'THE BEACON IS A STANDARD REVOLVING GREEN LIGHT MOUNTED ON TOP OF A
 HW3589'FOUR LEGGED STEEL STRUCTURE
 HW3589'THAT IS ABOUT 60 FEET HIGH.  THE REVOLVING GREEN LIGHT WAS
 HW3589'INTERSECTED.
 HW3589
 HW3589                          STATION RECOVERY (1964)
 HW3589
 HW3589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 HW3589'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HW3589
 HW3589                          STATION RECOVERY (1969)
 HW3589
 HW3589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMR)
 HW3589'THE PUBLISHED DESCRIPTION FOR STATION IS GOOD.
 HW3589'
 HW3589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.75 MILES SOUTH
 HW3589'OF ELKINS.
 HW3589
 HW3589                          STATION RECOVERY (1977)
 HW3589
 HW3589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 HW3589'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HW3589'
 HW3589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MI S OF
 HW3589'ELKINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2907 ***********************************************************************
 JV2907  DESIGNATION -  B 1
 JV2907  PID         -  JV2907
 JV2907  STATE/COUNTY-  WV/JEFFERSON
 JV2907  USGS QUAD   -  MIDDLEWAY (1978)
 JV2907
 JV2907                         *CURRENT SURVEY CONTROL
 JV2907  ___________________________________________________________________
 JV2907* NAD 83(1986)-  39 16 38.     (N)    077 56 08.     (W)     SCALED    
 JV2907* NAVD 88     -       178.545  (meters)     585.78   (feet)  ADJUSTED  
 JV2907  ___________________________________________________________________
 JV2907  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JV2907  DYNAMIC HT  -         178.435 (meters)     585.42  (feet)  COMP
 JV2907  MODELED GRAV-     980,007.3   (mgal)                       NAVD 88
 JV2907
 JV2907  VERT ORDER  -  FIRST     CLASS II
 JV2907
 JV2907.The horizontal coordinates were scaled from a topographic map and have
 JV2907.an estimated accuracy of +/- 6 seconds.
 JV2907
 JV2907.The orthometric height was determined by differential leveling
 JV2907.and adjusted by the National Geodetic Survey in June 1991..
 JV2907
 JV2907.The geoid height was determined by GEOID03.
 JV2907
 JV2907.The dynamic height is computed by dividing the NAVD 88
 JV2907.geopotential number by the normal gravity value computed on the
 JV2907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2907.degrees latitude (g = 980.6199 gals.).
 JV2907
 JV2907.The modeled gravity was interpolated from observed gravity values.
 JV2907
 JV2907;                    North         East    Units  Estimated Accuracy
 JV2907;SPC WV N     -    87,460.      734,980.      MT  (+/- 180 meters Scaled)
 JV2907
 JV2907                          SUPERSEDED SURVEY CONTROL
 JV2907
 JV2907  NGVD 29 (??/??/??)  178.709  (m)          586.31   (f) ADJUSTED    1 2
 JV2907
 JV2907.Superseded values are not recommended for survey control.
 JV2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2907.See file dsdata.txt to determine how the superseded data were derived.
 JV2907
 JV2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ467516(NAD 83)
 JV2907_MARKER: DB = BENCH MARK DISK
 JV2907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2907_STAMPING: 586.314 B 1 1929
 JV2907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2907+STABILITY: SURFACE MOTION
 JV2907
 JV2907  HISTORY     - Date     Condition        Report By
 JV2907  HISTORY     - 1929     MONUMENTED       CGS
 JV2907  HISTORY     - 1942     GOOD             CGS
 JV2907  HISTORY     - 1974     MARK NOT FOUND   USGS
 JV2907
 JV2907                          STATION DESCRIPTION
 JV2907
 JV2907'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JV2907'2.3 MI NE FROM SUMMIT POINT.
 JV2907'2.3 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JV2907'THE STATION AT SUMMIT POINT, JEFFERSON COUNTY, 600 FEET EAST OF
 JV2907'AN OLD BRICK HOUSE, 22 FEET SOUTH OF A PRIVATE-ROAD CROSSING, 16
 JV2907'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 16 FEET SOUTH OF
 JV2907'THE CENTERLINE OF THE ROAD, AND NEAR THE FENCE LINE.  A STANDARD
 JV2907'DISK, STAMPED 586.314 B 1 1929 AND SET IN THE TOP OF A CONCRETE
 JV2907'POST.
 JV2907
 JV2907                          STATION RECOVERY (1942)
 JV2907
 JV2907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 JV2907'RECOVERED IN GOOD CONDITION.
 JV2907
 JV2907                          STATION RECOVERY (1974)
 JV2907
 JV2907'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JV2907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0134 ***********************************************************************
 JX0134  DESIGNATION -  B 10
 JX0134  PID         -  JX0134
 JX0134  STATE/COUNTY-  WV/TAYLOR
 JX0134  USGS QUAD   -  ROSEMONT (1976)
 JX0134
 JX0134                         *CURRENT SURVEY CONTROL
 JX0134  ___________________________________________________________________
 JX0134* NAD 83(1986)-  39 16 29.     (N)    080 11 55.     (W)     SCALED    
 JX0134* NAVD 88     -       303.499  (meters)     995.73   (feet)  ADJUSTED  
 JX0134  ___________________________________________________________________
 JX0134  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JX0134  DYNAMIC HT  -         303.308 (meters)     995.10  (feet)  COMP
 JX0134  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JX0134
 JX0134  VERT ORDER  -  FIRST     CLASS II
 JX0134
 JX0134.The horizontal coordinates were scaled from a topographic map and have
 JX0134.an estimated accuracy of +/- 6 seconds.
 JX0134
 JX0134.The orthometric height was determined by differential leveling
 JX0134.and adjusted by the National Geodetic Survey in June 1991..
 JX0134.WARNING-Repeat measurements at this control monument indicate possible
 JX0134.vertical movement.
 JX0134
 JX0134.The geoid height was determined by GEOID03.
 JX0134
 JX0134.The dynamic height is computed by dividing the NAVD 88
 JX0134.geopotential number by the normal gravity value computed on the
 JX0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0134.degrees latitude (g = 980.6199 gals.).
 JX0134
 JX0134.The modeled gravity was interpolated from observed gravity values.
 JX0134
 JX0134;                    North         East    Units  Estimated Accuracy
 JX0134;SPC WV N     -    86,240.      539,720.      MT  (+/- 180 meters Scaled)
 JX0134
 JX0134                          SUPERSEDED SURVEY CONTROL
 JX0134
 JX0134  NGVD 29 (??/??/92)  303.685  (m)          996.34   (f) ADJ UNCH    1 2
 JX0134
 JX0134.Superseded values are not recommended for survey control.
 JX0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0134.See file dsdata.txt to determine how the superseded data were derived.
 JX0134
 JX0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND691475(NAD 83)
 JX0134_MARKER: DB = BENCH MARK DISK
 JX0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0134_SP_SET: MILEPOST
 JX0134_STAMPING: B 10 1933
 JX0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0134
 JX0134  HISTORY     - Date     Condition        Report By
 JX0134  HISTORY     - 1933     MONUMENTED       CGS
 JX0134  HISTORY     - 1957     POOR             NGS
 JX0134
 JX0134                          STATION DESCRIPTION
 JX0134
 JX0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0134'4.1 MI W FROM FLEMINGTON.
 JX0134'3.7 MILES EAST OF BRIDGEPORT, AND 4.1 MILES WEST OF FLEMINGTON,
 JX0134'IN THE SOUTH SIDE OF CONCRETE MILEPOST B-294-P 90, 18 FEET SOUTH
 JX0134'OF AND 2.7 FEET LOWER THAN THE CENTERLINE OF THE TRACK.  A
 JX0134'STANDARD DISK SET VERTICALLY.  NOTE-- USE WITH CAUTION.
 JX0134'NOTE-- IN MAY 1956 USGS FOUND THE MILEPOST TO BE LOOSE.  IN
 JX0134'OCTOBER 1956 THE MILEPOST HAD BEEN CHANGED AND A NEW DESCRIPTION.
 JX0134'IN OCTOBER 1957 THE MILEPOST WAS FOUND TO BE EXTREMELY LOOSE AND
 JX0134'THE ELEVATION NOT RELIABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1241 ***********************************************************************
 JX1241  DESIGNATION -  B 100
 JX1241  PID         -  JX1241
 JX1241  STATE/COUNTY-  WV/WOOD
 JX1241  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1241
 JX1241                         *CURRENT SURVEY CONTROL
 JX1241  ___________________________________________________________________
 JX1241* NAD 83(1986)-  39 10 51.     (N)    081 33 19.     (W)     SCALED    
 JX1241* NAVD 88     -       185.836  (meters)     609.70   (feet)  ADJUSTED  
 JX1241  ___________________________________________________________________
 JX1241  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1241  DYNAMIC HT  -         185.720 (meters)     609.32  (feet)  COMP
 JX1241  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 JX1241
 JX1241  VERT ORDER  -  SECOND    CLASS 0
 JX1241
 JX1241.The horizontal coordinates were scaled from a topographic map and have
 JX1241.an estimated accuracy of +/- 6 seconds.
 JX1241
 JX1241.The orthometric height was determined by differential leveling
 JX1241.and adjusted by the National Geodetic Survey in June 1991..
 JX1241
 JX1241.The geoid height was determined by GEOID03.
 JX1241
 JX1241.The dynamic height is computed by dividing the NAVD 88
 JX1241.geopotential number by the normal gravity value computed on the
 JX1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1241.degrees latitude (g = 980.6199 gals.).
 JX1241
 JX1241.The modeled gravity was interpolated from observed gravity values.
 JX1241
 JX1241;                    North         East    Units  Estimated Accuracy
 JX1241;SPC WV N     -    77,620.      422,430.      MT  (+/- 180 meters Scaled)
 JX1241
 JX1241                          SUPERSEDED SURVEY CONTROL
 JX1241
 JX1241  NGVD 29 (??/??/92)  186.017  (m)          610.29   (f) ADJ UNCH    2 0
 JX1241
 JX1241.Superseded values are not recommended for survey control.
 JX1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1241.See file dsdata.txt to determine how the superseded data were derived.
 JX1241
 JX1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD520369(NAD 83)
 JX1241_MARKER: DB = BENCH MARK DISK
 JX1241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1241_SP_SET: BRIDGE
 JX1241_STAMPING: B 100 1956
 JX1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1241
 JX1241  HISTORY     - Date     Condition        Report By
 JX1241  HISTORY     - 1956     MONUMENTED       CGS
 JX1241  HISTORY     - 1963     GOOD             NGS
 JX1241
 JX1241                          STATION DESCRIPTION
 JX1241
 JX1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1241'1.8 MI SW FROM MINERAL WELLS.
 JX1241'1.75 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL AND
 JX1241'JUNCTION OF U.S. HIGHWAY 21 AT MINERAL WELLS, ABOUT 0.5 MILE
 JX1241'SOUTHWEST OF JUNCTION OF A ROAD SOUTH, IN THE TOP OF THE EAST
 JX1241'WING WALL OF THE NORTHEAST ABUTMENT OF A 12-FOOT CONCRETE BRIDGE
 JX1241'OVER A CREEK BRANCH, 10 FEET SOUTHEAST OF CENTER LINE OF ROAD,
 JX1241'44 FEET EAST OF CENTER OF JUNCTION OF A ROAD LEADING NORTHWEST,
 JX1241'63 1/2 FEET SOUTH-SOUTHWEST AND ACROSS ROAD FROM SOUTH CORNER OF
 JX1241'A HOUSE WITH BROWN ASBESTOS SIDING AND A CONCRETE BLOCK ADDITION,
 JX1241'1/2 FOOT NORTHEAST OF NORTHEAST END OF SOUTHEAST CONCRETE
 JX1241'BANISTER AND ABOUT LEVEL WITH ROAD.
 JX1241
 JX1241                          STATION RECOVERY (1963)
 JX1241
 JX1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1268 ***********************************************************************
 JX1268  DESIGNATION -  B 101
 JX1268  PID         -  JX1268
 JX1268  STATE/COUNTY-  WV/WOOD
 JX1268  USGS QUAD   -  LUBECK (1994)
 JX1268
 JX1268                         *CURRENT SURVEY CONTROL
 JX1268  ___________________________________________________________________
 JX1268* NAD 83(1986)-  39 09 02.     (N)    081 38 09.     (W)     SCALED    
 JX1268* NAVD 88     -       207.512  (meters)     680.81   (feet)  ADJUSTED  
 JX1268  ___________________________________________________________________
 JX1268  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX1268  DYNAMIC HT  -         207.381 (meters)     680.38  (feet)  COMP
 JX1268  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 JX1268
 JX1268  VERT ORDER  -  SECOND    CLASS 0
 JX1268
 JX1268.The horizontal coordinates were scaled from a topographic map and have
 JX1268.an estimated accuracy of +/- 6 seconds.
 JX1268
 JX1268.The orthometric height was determined by differential leveling
 JX1268.and adjusted by the National Geodetic Survey in June 1991..
 JX1268
 JX1268.The geoid height was determined by GEOID03.
 JX1268
 JX1268.The dynamic height is computed by dividing the NAVD 88
 JX1268.geopotential number by the normal gravity value computed on the
 JX1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1268.degrees latitude (g = 980.6199 gals.).
 JX1268
 JX1268.The modeled gravity was interpolated from observed gravity values.
 JX1268
 JX1268;                    North         East    Units  Estimated Accuracy
 JX1268;SPC WV N     -    74,420.      415,400.      MT  (+/- 180 meters Scaled)
 JX1268
 JX1268                          SUPERSEDED SURVEY CONTROL
 JX1268
 JX1268  NGVD 29 (??/??/92)  207.693  (m)          681.41   (f) ADJ UNCH    2 0
 JX1268
 JX1268.Superseded values are not recommended for survey control.
 JX1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1268.See file dsdata.txt to determine how the superseded data were derived.
 JX1268
 JX1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD450336(NAD 83)
 JX1268_MARKER: DB = BENCH MARK DISK
 JX1268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1268_SP_SET: BRIDGE
 JX1268_STAMPING: B 101 1956
 JX1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1268
 JX1268  HISTORY     - Date     Condition        Report By
 JX1268  HISTORY     - 1956     MONUMENTED       CGS
 JX1268  HISTORY     - 1976     GOOD             NGS
 JX1268  HISTORY     - 1984     GOOD             NGS
 JX1268
 JX1268                          STATION DESCRIPTION
 JX1268
 JX1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1268'AT WADEVILLE.
 JX1268'AT WADEVILLE, IN THE TOP OF THE WEST CORNER OF NORTHWEST END OF
 JX1268'THE NORTHEAST STONE ABUTMENT OF STEEL BRIDGE OVER NORTH FORK
 JX1268'OF LEE CREEK, 70 FEET SOUTHWEST OF CENTER LINE OF JUNCTION OF
 JX1268'ROADS, 8 FEET NORTHWEST OF THE CENTER LINE OF ROAD SOUTHWEST TO
 JX1268'BELLEVILLE AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
 JX1268
 JX1268                          STATION RECOVERY (1976)
 JX1268
 JX1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1268'RECOVERED IN GOOD CONDITION.
 JX1268
 JX1268                          STATION RECOVERY (1984)
 JX1268
 JX1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1286 ***********************************************************************
 JX1286  DESIGNATION -  B 102
 JX1286  PID         -  JX1286
 JX1286  STATE/COUNTY-  WV/JACKSON
 JX1286  USGS QUAD   -  POND CREEK (1994)
 JX1286
 JX1286                         *CURRENT SURVEY CONTROL
 JX1286  ___________________________________________________________________
 JX1286* NAD 83(1986)-  39 01 39.     (N)    081 38 55.     (W)     SCALED    
 JX1286* NAVD 88     -       332.784  (meters)    1091.81   (feet)  ADJUSTED  
 JX1286  ___________________________________________________________________
 JX1286  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX1286  DYNAMIC HT  -         332.573 (meters)    1091.12  (feet)  COMP
 JX1286  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 JX1286
 JX1286  VERT ORDER  -  SECOND    CLASS 0
 JX1286
 JX1286.The horizontal coordinates were scaled from a topographic map and have
 JX1286.an estimated accuracy of +/- 6 seconds.
 JX1286
 JX1286.The orthometric height was determined by differential leveling
 JX1286.and adjusted by the National Geodetic Survey in June 1991..
 JX1286
 JX1286.The geoid height was determined by GEOID03.
 JX1286
 JX1286.The dynamic height is computed by dividing the NAVD 88
 JX1286.geopotential number by the normal gravity value computed on the
 JX1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1286.degrees latitude (g = 980.6199 gals.).
 JX1286
 JX1286.The modeled gravity was interpolated from observed gravity values.
 JX1286
 JX1286;                    North         East    Units  Estimated Accuracy
 JX1286;SPC WV S     -   225,240.      543,830.      MT  (+/- 180 meters Scaled)
 JX1286
 JX1286                          SUPERSEDED SURVEY CONTROL
 JX1286
 JX1286  NGVD 29 (??/??/92)  332.951  (m)         1092.36   (f) ADJ UNCH    2 0
 JX1286
 JX1286.Superseded values are not recommended for survey control.
 JX1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1286.See file dsdata.txt to determine how the superseded data were derived.
 JX1286
 JX1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD438200(NAD 83)
 JX1286_MARKER: DB = BENCH MARK DISK
 JX1286_SETTING: 66 = SET IN ROCK OUTCROP
 JX1286_SP_SET: ROCK LEDGE
 JX1286_STAMPING: B 102 1956
 JX1286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1286+STABILITY: POSITION/ELEVATION WELL
 JX1286
 JX1286  HISTORY     - Date     Condition        Report By
 JX1286  HISTORY     - 1956     MONUMENTED       CGS
 JX1286
 JX1286                          STATION DESCRIPTION
 JX1286
 JX1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1286'11.4 MI SW FROM ROCKPORT.
 JX1286'0.15 MILE SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1286'ROCKPORT, THENCE ABOUT 6.65 MILES SOUTHWEST AND WEST ALONG A
 JX1286'GRAVEL ROAD LEADING TO BELLEVILLE, THENCE ABOUT 2.2 MILES
 JX1286'SOUTHEAST ALONG A NARROW GRAVEL ROAD, THENCE ABOUT 1.65 MILE
 JX1286'WEST AND SOUTHWEST ALONG A DIRT ROAD, THENCE ABOUT 0.2 MILE
 JX1286'WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.5 MILE SOUTH ALONG A
 JX1286'DIRT ROAD, ON A GRADE DECENDING SOUTHWEST, IN THE TOP OF AN
 JX1286'OUTCROPPING SANDSTONE LEDGE WITH EXPOSED SURFACE ABOUT 4 BY
 JX1286'2 1/2 FEET AT A POINT WHERE ROCKY LEDGE CROSSES THE ROAD, 9 FEET
 JX1286'EAST-SOUTHEAST OF CENTER LINE OF ROAD, 23 1/2 FEET EAST-SOUTHEAST
 JX1286'AND ACROSS ROAD FROM A 10-INCH TRIANGLE CHISELED IN THE WEST
 JX1286'FACE OF A SURFACE BOULDER ABOUT 5 BY 4 1/2 FEET, 2 3/4 FEET
 JX1286'WEST-NORTHWEST OF A FENCE LINE, 1 FOOT EAST OF WEST CORNER OF
 JX1286'LEDGE AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2676 ***********************************************************************
 HX2676  DESIGNATION -  B 103
 HX2676  PID         -  HX2676
 HX2676  STATE/COUNTY-  WV/JACKSON
 HX2676  USGS QUAD   -  SANDYVILLE (1988)
 HX2676
 HX2676                         *CURRENT SURVEY CONTROL
 HX2676  ___________________________________________________________________
 HX2676* NAD 83(1986)-  38 56 13.     (N)    081 38 21.     (W)     SCALED    
 HX2676* NAVD 88     -       185.179  (meters)     607.54   (feet)  ADJUSTED  
 HX2676  ___________________________________________________________________
 HX2676  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 HX2676  DYNAMIC HT  -         185.059 (meters)     607.15  (feet)  COMP
 HX2676  MODELED GRAV-     979,979.9   (mgal)                       NAVD 88
 HX2676
 HX2676  VERT ORDER  -  SECOND    CLASS 0
 HX2676
 HX2676.The horizontal coordinates were scaled from a topographic map and have
 HX2676.an estimated accuracy of +/- 6 seconds.
 HX2676
 HX2676.The orthometric height was determined by differential leveling
 HX2676.and adjusted by the National Geodetic Survey in June 1991..
 HX2676
 HX2676.The geoid height was determined by GEOID03.
 HX2676
 HX2676.The dynamic height is computed by dividing the NAVD 88
 HX2676.geopotential number by the normal gravity value computed on the
 HX2676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2676.degrees latitude (g = 980.6199 gals.).
 HX2676
 HX2676.The modeled gravity was interpolated from observed gravity values.
 HX2676
 HX2676;                    North         East    Units  Estimated Accuracy
 HX2676;SPC WV S     -   215,180.      544,580.      MT  (+/- 180 meters Scaled)
 HX2676
 HX2676                          SUPERSEDED SURVEY CONTROL
 HX2676
 HX2676  NGVD 29 (??/??/92)  185.350  (m)          608.10   (f) ADJ UNCH    2 0
 HX2676
 HX2676.Superseded values are not recommended for survey control.
 HX2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2676.See file dsdata.txt to determine how the superseded data were derived.
 HX2676
 HX2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD446099(NAD 83)
 HX2676_MARKER: DB = BENCH MARK DISK
 HX2676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2676_SP_SET: CULVERT
 HX2676_STAMPING: B 103 1956
 HX2676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2676
 HX2676  HISTORY     - Date     Condition        Report By
 HX2676  HISTORY     - 1956     MONUMENTED       CGS
 HX2676  HISTORY     - 1976     GOOD             NGS
 HX2676
 HX2676                          STATION DESCRIPTION
 HX2676
 HX2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2676'2.4 MI N FROM NEW ERA.
 HX2676'ABOUT 2.45 MILES NORTH ALONG U.S. HIGHWAY 21 FROM GILMORE HIGH
 HX2676'SCHOOL AT NEW ERA, ABOUT 0.45 MILE SOUTHWEST OF DRIFT RUN
 HX2676'METHODIST CHURCH AND CEMETERY, IN THE TOP OF THE SOUTHWEST END
 HX2676'OF NORTHWEST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT, 22
 HX2676'FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 185 FEET NORTHEAST
 HX2676'OF CENTER OF JUNCTION OF A ROAD SOUTHEAST TO PALESTINE, 86 FEET
 HX2676'NORTH AND ACROSS HIGHWAY FROM NORTH CORNER OF ARCHERS SERVICE
 HX2676'STATION, 1/2 FOOT NORTHEAST OF SOUTHWEST END OF HEAD WALL AND
 HX2676'ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 HX2676
 HX2676                          STATION RECOVERY (1976)
 HX2676
 HX2676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2339 ***********************************************************************
 HX2339  DESIGNATION -  B 104
 HX2339  PID         -  HX2339
 HX2339  STATE/COUNTY-  WV/MASON
 HX2339  USGS QUAD   -  NEW HAVEN (1994)
 HX2339
 HX2339                         *CURRENT SURVEY CONTROL
 HX2339  ___________________________________________________________________
 HX2339* NAD 83(1986)-  38 55 33.     (N)    081 54 46.     (W)     SCALED    
 HX2339* NAVD 88     -       175.950  (meters)     577.26   (feet)  ADJUSTED  
 HX2339  ___________________________________________________________________
 HX2339  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HX2339  DYNAMIC HT  -         175.839 (meters)     576.90  (feet)  COMP
 HX2339  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 HX2339
 HX2339  VERT ORDER  -  FIRST     CLASS II
 HX2339
 HX2339.The horizontal coordinates were scaled from a topographic map and have
 HX2339.an estimated accuracy of +/- 6 seconds.
 HX2339
 HX2339.The orthometric height was determined by differential leveling
 HX2339.and adjusted by the National Geodetic Survey in June 1991..
 HX2339
 HX2339.The geoid height was determined by GEOID03.
 HX2339
 HX2339.The dynamic height is computed by dividing the NAVD 88
 HX2339.geopotential number by the normal gravity value computed on the
 HX2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2339.degrees latitude (g = 980.6199 gals.).
 HX2339
 HX2339.The modeled gravity was interpolated from observed gravity values.
 HX2339
 HX2339;                    North         East    Units  Estimated Accuracy
 HX2339;SPC WV S     -   214,150.      520,850.      MT  (+/- 180 meters Scaled)
 HX2339
 HX2339                          SUPERSEDED SURVEY CONTROL
 HX2339
 HX2339  NGVD 29 (??/??/92)  176.148  (m)          577.91   (f) ADJ UNCH    1 2
 HX2339
 HX2339.Superseded values are not recommended for survey control.
 HX2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2339.See file dsdata.txt to determine how the superseded data were derived.
 HX2339
 HX2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD208089(NAD 83)
 HX2339_MARKER: DB = BENCH MARK DISK
 HX2339_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX2339_STAMPING: B 104 1956
 HX2339_MARK LOGO: CGS   
 HX2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2339+STABILITY: SURFACE MOTION
 HX2339
 HX2339  HISTORY     - Date     Condition        Report By
 HX2339  HISTORY     - 1956     MONUMENTED       CGS
 HX2339  HISTORY     - 1976     GOOD             NGS
 HX2339  HISTORY     - 1984     GOOD             NGS
 HX2339  HISTORY     - 1984     GOOD             NGS
 HX2339
 HX2339                          STATION DESCRIPTION
 HX2339
 HX2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2339'2.8 MI N FROM LETART.
 HX2339'ABOUT 2.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2339'THE STATION AT LETART, THENCE ABOUT 0.2 MILE WEST ALONG A GRAVEL
 HX2339'ROAD, AT THE INTERSECTION OF U.S. HIGHWAY 33 AT PLACE LOCALLY
 HX2339'KNOWN AS LONGDALE, IN THE TOP OF THE SOUTH END OF WEST HEAD WALL
 HX2339'OF A 3-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY 33, 16 FEET EST
 HX2339'OF CENTER LINE OF HIGHWAY, 97 FEET SOUTH OF CENTER LINE OF GRAVEL
 HX2339'ROAD, 1 FOOT NORTH OF SOUTH END OF HEAD WALL AND ABOUT 1 1/2
 HX2339'FEET BELOW LEVEL OF HIGHWAY.
 HX2339
 HX2339                          STATION RECOVERY (1976)
 HX2339
 HX2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2339'RECOVERED IN GOOD CONDITION.
 HX2339
 HX2339                          STATION RECOVERY (1984)
 HX2339
 HX2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2339'RECOVERED IN GOOD CONDITION.
 HX2339
 HX2339                          STATION RECOVERY (1984)
 HX2339
 HX2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2552 ***********************************************************************
 HX2552  DESIGNATION -  B 105
 HX2552  PID         -  HX2552
 HX2552  STATE/COUNTY-  WV/PUTNAM
 HX2552  USGS QUAD   -  SISSONVILLE (1958)
 HX2552
 HX2552                         *CURRENT SURVEY CONTROL
 HX2552  ___________________________________________________________________
 HX2552* NAD 83(1986)-  38 37 05.     (N)    081 42 23.     (W)     SCALED    
 HX2552* NAVD 88     -       251.929  (meters)     826.54   (feet)  ADJUSTED  
 HX2552  ___________________________________________________________________
 HX2552  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HX2552  DYNAMIC HT  -         251.758 (meters)     825.98  (feet)  COMP
 HX2552  MODELED GRAV-     979,943.7   (mgal)                       NAVD 88
 HX2552
 HX2552  VERT ORDER  -  SECOND    CLASS 0
 HX2552
 HX2552.The horizontal coordinates were scaled from a topographic map and have
 HX2552.an estimated accuracy of +/- 6 seconds.
 HX2552
 HX2552.The orthometric height was determined by differential leveling
 HX2552.and adjusted by the National Geodetic Survey in June 1991..
 HX2552
 HX2552.The geoid height was determined by GEOID03.
 HX2552
 HX2552.The dynamic height is computed by dividing the NAVD 88
 HX2552.geopotential number by the normal gravity value computed on the
 HX2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2552.degrees latitude (g = 980.6199 gals.).
 HX2552
 HX2552.The modeled gravity was interpolated from observed gravity values.
 HX2552
 HX2552;                    North         East    Units  Estimated Accuracy
 HX2552;SPC WV S     -   179,820.      538,480.      MT  (+/- 180 meters Scaled)
 HX2552
 HX2552                          SUPERSEDED SURVEY CONTROL
 HX2552
 HX2552  NGVD 29 (??/??/92)  252.113  (m)          827.14   (f) ADJ UNCH    2 0
 HX2552
 HX2552.Superseded values are not recommended for survey control.
 HX2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2552.See file dsdata.txt to determine how the superseded data were derived.
 HX2552
 HX2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC385746(NAD 83)
 HX2552_MARKER: DB = BENCH MARK DISK
 HX2552_SETTING: 66 = SET IN ROCK OUTCROP
 HX2552_SP_SET: ROCK OUTCROP
 HX2552_STAMPING: B 105 1956
 HX2552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2552+STABILITY: POSITION/ELEVATION WELL
 HX2552
 HX2552  HISTORY     - Date     Condition        Report By
 HX2552  HISTORY     - 1956     MONUMENTED       CGS
 HX2552
 HX2552                          STATION DESCRIPTION
 HX2552
 HX2552'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2552'2.5 MI NE FROM LIBERTY.
 HX2552'ABOUT 2.05 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE
 HX2552'SCHOOL AT LIBERTY, THENCE ABOUT 0.45 MILE SOUTHEAST ALONG A
 HX2552'ROUGH DIRT ROAD, NEAR THE PUTNAM-KANAWAH COUNTY LINE, ON THE
 HX2552'SOUTHEAST SLOPE OF A STEEP GRADE AND ON THE INSIDE OF A CURVE,
 HX2552'11 FEET NORTH-NORTHEAST OF CENTER LINE OF ROAD, SET IN THE TOP
 HX2552'OF A SMALL SHELF ABOUT 1 FOOT BELOW THE TOP OF A SLANTING
 HX2552'6 1/2-FOOT HIGH BY 12-FOOT WIDE ROCK OUTCROP, AND ABOUT 5 FEET
 HX2552'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2499 ***********************************************************************
 HX2499  DESIGNATION -  B 106
 HX2499  PID         -  HX2499
 HX2499  STATE/COUNTY-  WV/JACKSON
 HX2499  USGS QUAD   -  KENTUCK (1975)
 HX2499
 HX2499                         *CURRENT SURVEY CONTROL
 HX2499  ___________________________________________________________________
 HX2499* NAD 83(1986)-  38 44 55.     (N)    081 35 34.     (W)     SCALED    
 HX2499* NAVD 88     -       296.762  (meters)     973.63   (feet)  ADJUSTED  
 HX2499  ___________________________________________________________________
 HX2499  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HX2499  DYNAMIC HT  -         296.566 (meters)     972.98  (feet)  COMP
 HX2499  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 HX2499
 HX2499  VERT ORDER  -  SECOND    CLASS 0
 HX2499
 HX2499.The horizontal coordinates were scaled from a topographic map and have
 HX2499.an estimated accuracy of +/- 6 seconds.
 HX2499
 HX2499.The orthometric height was determined by differential leveling
 HX2499.and adjusted by the National Geodetic Survey in June 1991..
 HX2499
 HX2499.The geoid height was determined by GEOID03.
 HX2499
 HX2499.The dynamic height is computed by dividing the NAVD 88
 HX2499.geopotential number by the normal gravity value computed on the
 HX2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2499.degrees latitude (g = 980.6199 gals.).
 HX2499
 HX2499.The modeled gravity was interpolated from observed gravity values.
 HX2499
 HX2499;                    North         East    Units  Estimated Accuracy
 HX2499;SPC WV S     -   194,250.      548,470.      MT  (+/- 180 meters Scaled)
 HX2499
 HX2499                          SUPERSEDED SURVEY CONTROL
 HX2499
 HX2499  NGVD 29 (??/??/92)  296.936  (m)          974.20   (f) ADJ UNCH    2 0
 HX2499
 HX2499.Superseded values are not recommended for survey control.
 HX2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2499.See file dsdata.txt to determine how the superseded data were derived.
 HX2499
 HX2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC484890(NAD 83)
 HX2499_MARKER: DB = BENCH MARK DISK
 HX2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2499_STAMPING: B 106 1956
 HX2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2499+STABILITY: SURFACE MOTION
 HX2499
 HX2499  HISTORY     - Date     Condition        Report By
 HX2499  HISTORY     - 1956     MONUMENTED       CGS
 HX2499
 HX2499                          STATION DESCRIPTION
 HX2499
 HX2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2499'2.3 MI E FROM STATTS MILLS.
 HX2499'ABOUT 2.3 MILES EAST ALONG A GRAVEL ROAD LEADING TO HARMONY
 HX2499'FROM THE POST OFFICE AT STATTS MILLS, ABOUT 0.15 MILE EAST OF
 HX2499'JUNCTION OF A ROAD NORTHEAST AND DOWN HILL INTO HAW RUN, ABOUT
 HX2499'0.25 MILE EAST OF JUNCTION OF A ROAD NORTHWEST TO A CINDER
 HX2499'BLOCK CHURCH, ABOUT 35 YARDS EAST OF THE TOP OF A SMALL GRADE,
 HX2499'256 FEET NORTHWEST OF CENTER OF JUNCTION OF A ROAD SOUTH AND UPHILL,
 HX2499'18 FEET NORTH-NORTHEAST OF CENTER LINE OF ROAD, 31 1/2 FEET
 HX2499'WEST-NORTHWEST OF A 14-INCH ASH TREE IN A FENCE LINE, 1 FOOT
 HX2499'SOUTH-SOUTHWEST OF FENCE LINE, 2 FEET WEST OF A WHITE WOODEN
 HX2499'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 HX2499'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2367 ***********************************************************************
 HX2367  DESIGNATION -  B 107
 HX2367  PID         -  HX2367
 HX2367  STATE/COUNTY-  WV/JACKSON
 HX2367  USGS QUAD   -  RIPLEY (1975)
 HX2367
 HX2367                         *CURRENT SURVEY CONTROL
 HX2367  ___________________________________________________________________
 HX2367* NAD 83(1986)-  38 45 33.     (N)    081 44 14.     (W)     SCALED    
 HX2367* NAVD 88     -       193.558  (meters)     635.03   (feet)  ADJUSTED  
 HX2367  ___________________________________________________________________
 HX2367  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HX2367  DYNAMIC HT  -         193.430 (meters)     634.61  (feet)  COMP
 HX2367  MODELED GRAV-     979,963.8   (mgal)                       NAVD 88
 HX2367
 HX2367  VERT ORDER  -  SECOND    CLASS 0
 HX2367
 HX2367.The horizontal coordinates were scaled from a topographic map and have
 HX2367.an estimated accuracy of +/- 6 seconds.
 HX2367
 HX2367.The orthometric height was determined by differential leveling
 HX2367.and adjusted by the National Geodetic Survey in June 1991..
 HX2367
 HX2367.The geoid height was determined by GEOID03.
 HX2367
 HX2367.The dynamic height is computed by dividing the NAVD 88
 HX2367.geopotential number by the normal gravity value computed on the
 HX2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2367.degrees latitude (g = 980.6199 gals.).
 HX2367
 HX2367.The modeled gravity was interpolated from observed gravity values.
 HX2367
 HX2367;                    North         East    Units  Estimated Accuracy
 HX2367;SPC WV S     -   195,510.      535,920.      MT  (+/- 180 meters Scaled)
 HX2367
 HX2367                          SUPERSEDED SURVEY CONTROL
 HX2367
 HX2367  NGVD 29 (??/??/92)  193.739  (m)          635.63   (f) ADJ UNCH    2 0
 HX2367
 HX2367.Superseded values are not recommended for survey control.
 HX2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2367.See file dsdata.txt to determine how the superseded data were derived.
 HX2367
 HX2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC359903(NAD 83)
 HX2367_MARKER: DB = BENCH MARK DISK
 HX2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2367_STAMPING: B 107 1956
 HX2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2367+STABILITY: SURFACE MOTION
 HX2367
 HX2367  HISTORY     - Date     Condition        Report By
 HX2367  HISTORY     - 1956     MONUMENTED       CGS
 HX2367
 HX2367                          STATION DESCRIPTION
 HX2367
 HX2367'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2367'2.2 MI N FROM GIVEN.
 HX2367'ABOUT 2.25 MILES NORTH ALONG A GRAVEL ROAD FROM PARCHMENT CHAPEL
 HX2367'AT GIVEN, ABOUT 0.35 MILE NORTHEAST OF JUNCTION OF A ROAD NORTH AND
 HX2367'UPHILL TO PLEASANT HILL CHURCH AND CEMETERY, 201 YARDS NORTH OF
 HX2367'BRIDGE OVER PARCHMENT CREEK, 16 FEET WEST OF CENTER LINE OF ROAD,
 HX2367'2 1/2 FEET EAST OF A FENCE LINE, 18 1/2 FEET NORTH OF CENTER OF A
 HX2367'GAP IN FENCE, 56 FEET NORTH OF NORTHEAST CORNER OF A BARN, 170
 HX2367'FEET NORTH OF CENTER LINE OF A DRIVE WEST TO A FARM HOUSE, 137
 HX2367'FEET NORTH OF WEST END OF A 30-INCH CORRUGATED PIPE CULVERT UNDER
 HX2367'ROAD, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 HX2367'FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HX2367'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2315 ***********************************************************************
 HX2315  DESIGNATION -  B 108
 HX2315  PID         -  HX2315
 HX2315  STATE/COUNTY-  WV/JACKSON
 HX2315  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2315
 HX2315                         *CURRENT SURVEY CONTROL
 HX2315  ___________________________________________________________________
 HX2315* NAD 83(1986)-  38 47 48.     (N)    081 48 44.     (W)     SCALED    
 HX2315* NAVD 88     -       284.041  (meters)     931.89   (feet)  ADJUSTED  
 HX2315  ___________________________________________________________________
 HX2315  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HX2315  DYNAMIC HT  -         283.854 (meters)     931.28  (feet)  COMP
 HX2315  MODELED GRAV-     979,962.2   (mgal)                       NAVD 88
 HX2315
 HX2315  VERT ORDER  -  SECOND    CLASS 0
 HX2315
 HX2315.The horizontal coordinates were scaled from a topographic map and have
 HX2315.an estimated accuracy of +/- 6 seconds.
 HX2315
 HX2315.The orthometric height was determined by differential leveling
 HX2315.and adjusted by the National Geodetic Survey in June 1991..
 HX2315
 HX2315.The geoid height was determined by GEOID03.
 HX2315
 HX2315.The dynamic height is computed by dividing the NAVD 88
 HX2315.geopotential number by the normal gravity value computed on the
 HX2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2315.degrees latitude (g = 980.6199 gals.).
 HX2315
 HX2315.The modeled gravity was interpolated from observed gravity values.
 HX2315
 HX2315;                    North         East    Units  Estimated Accuracy
 HX2315;SPC WV S     -   199,730.      529,440.      MT  (+/- 180 meters Scaled)
 HX2315
 HX2315                          SUPERSEDED SURVEY CONTROL
 HX2315
 HX2315  NGVD 29 (??/??/92)  284.221  (m)          932.48   (f) ADJ UNCH    2 0
 HX2315
 HX2315.Superseded values are not recommended for survey control.
 HX2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2315.See file dsdata.txt to determine how the superseded data were derived.
 HX2315
 HX2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC294945(NAD 83)
 HX2315_MARKER: DB = BENCH MARK DISK
 HX2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2315_STAMPING: B 108 1956
 HX2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2315+STABILITY: SURFACE MOTION
 HX2315
 HX2315  HISTORY     - Date     Condition        Report By
 HX2315  HISTORY     - 1956     MONUMENTED       CGS
 HX2315
 HX2315                          STATION DESCRIPTION
 HX2315
 HX2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2315'2.6 MI SW FROM EVANS.
 HX2315'ABOUT 2.55 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE JUNCTION
 HX2315'OF U.S. HIGHWAY 33 AT EVANS, ABOUT 0.6 MILE EAST OF LONGVIEW
 HX2315'METHODIST CHURCH AND CEMETERY, ABOUT 0.25 MILE EAST OF A SMALL
 HX2315'SCHOOL, 23 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 4 FEET
 HX2315'SOUTHEAST OF A FENCE LINE, 173 FEET SOUTHWEST OF CENTER OF JUNCTION
 HX2315'OF A NARROW GRAVEL ROAD LEADING EAST, 116 FEET SOUTHWEST OF POWER
 HX2315'POLE NO. 47-7947 809 D 71 WITH A BRANCH LINE EAST, 1 1/2 FEET
 HX2315'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 HX2315'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX2315'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0797 ***********************************************************************
 HY0797  DESIGNATION -  B 109
 HY0797  PID         -  HY0797
 HY0797  STATE/COUNTY-  WV/WAYNE
 HY0797  USGS QUAD   -  CATLETTSBURG (1985)
 HY0797
 HY0797                         *CURRENT SURVEY CONTROL
 HY0797  ___________________________________________________________________
 HY0797* NAD 83(1986)-  38 23 39.     (N)    082 33 59.     (W)     SCALED    
 HY0797* NAVD 88     -       170.818  (meters)     560.43   (feet)  ADJUSTED  
 HY0797  ___________________________________________________________________
 HY0797  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HY0797  DYNAMIC HT  -         170.702 (meters)     560.04  (feet)  COMP
 HY0797  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 HY0797
 HY0797  VERT ORDER  -  FIRST     CLASS II
 HY0797
 HY0797.The horizontal coordinates were scaled from a topographic map and have
 HY0797.an estimated accuracy of +/- 6 seconds.
 HY0797
 HY0797.The orthometric height was determined by differential leveling
 HY0797.and adjusted by the National Geodetic Survey in June 1991..
 HY0797
 HY0797.The geoid height was determined by GEOID03.
 HY0797
 HY0797.The dynamic height is computed by dividing the NAVD 88
 HY0797.geopotential number by the normal gravity value computed on the
 HY0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0797.degrees latitude (g = 980.6199 gals.).
 HY0797
 HY0797.The modeled gravity was interpolated from observed gravity values.
 HY0797
 HY0797;                    North         East    Units  Estimated Accuracy
 HY0797;SPC WV S     -   155,890.      463,180.      MT  (+/- 180 meters Scaled)
 HY0797
 HY0797                          SUPERSEDED SURVEY CONTROL
 HY0797
 HY0797  NGVD 29 (??/??/92)  170.996  (m)          561.01   (f) ADJ UNCH    1 2
 HY0797
 HY0797.Superseded values are not recommended for survey control.
 HY0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0797.See file dsdata.txt to determine how the superseded data were derived.
 HY0797
 HY0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC632507(NAD 83)
 HY0797_MARKER: DB = BENCH MARK DISK
 HY0797_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HY0797_STAMPING: B 109 1956
 HY0797_MARK LOGO: CGS   
 HY0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0797+STABILITY: SURFACE MOTION
 HY0797
 HY0797  HISTORY     - Date     Condition        Report By
 HY0797  HISTORY     - 1956     MONUMENTED       CGS
 HY0797  HISTORY     - 1984     GOOD             NGS
 HY0797
 HY0797                          STATION DESCRIPTION
 HY0797
 HY0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0797'0.6 MI E FROM KENOVA.
 HY0797'ABOUT 0.65 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY0797'THE STATION AT KENOVA, 9.8 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK,
 HY0797'SET VERTICALLY IN THE NORTH FACE OF CONCRETE FOUNDATION OF KV
 HY0797'TELEGRAPH TOWER, 7 1/2 FEET WEST OF NORTHEAST CORNER OF BUILDING
 HY0797'AND 1.8 FEET ABOVE GROUND.
 HY0797
 HY0797                          STATION RECOVERY (1984)
 HY0797
 HY0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9153 ***********************************************************************
 AD9153  DESIGNATION -  B 109 RESET
 AD9153  PID         -  AD9153
 AD9153  STATE/COUNTY-  WV/WAYNE
 AD9153  USGS QUAD   -  CATLETTSBURG (1985)
 AD9153
 AD9153                         *CURRENT SURVEY CONTROL
 AD9153  ___________________________________________________________________
 AD9153* NAD 83(1986)-  38 23 39.     (N)    082 33 59.     (W)     SCALED    
 AD9153* NAVD 88     -       167.41   (meters)     549.2    (feet)  RESET     
 AD9153  ___________________________________________________________________
 AD9153  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AD9153
 AD9153  VERT ORDER  -  THIRD
 AD9153
 AD9153.The horizontal coordinates were scaled from a topographic map and have
 AD9153.an estimated accuracy of +/- 6 seconds.
 AD9153
 AD9153.The orthometric height was computed from unverified reset data.
 AD9153
 AD9153.The geoid height was determined by GEOID03.
 AD9153
 AD9153;                    North         East    Units  Estimated Accuracy
 AD9153;SPC WV S     -   155,890.      463,180.      MT  (+/- 180 meters Scaled)
 AD9153
 AD9153                          SUPERSEDED SURVEY CONTROL
 AD9153
 AD9153.No superseded survey control is available for this station.
 AD9153
 AD9153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC632507(NAD 83)
 AD9153_MARKER: DV = VERTICAL CONTROL DISK
 AD9153_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD9153+WITH SETTING: PAVEMENT
 AD9153_SP_SET: WARNING LIGHT
 AD9153_STAMPING: B 109 RESET 1996
 AD9153_MARK LOGO: NGS   
 AD9153_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9153+STABILITY: SURFACE MOTION
 AD9153
 AD9153  HISTORY     - Date     Condition        Report By
 AD9153  HISTORY     - 1996     MONUMENTED       WVHD
 AD9153
 AD9153                          STATION DESCRIPTION
 AD9153
 AD9153'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1996 (JGF)
 AD9153'0.65 MILES (1.05 KM) EAST ALONG CHESAPEAKE AND OHIO RAILWAY FROM THE
 AD9153'STATION IN KENOVA, 9.8 FEET (3.0 M) SOUTH OF SOUTH RAIL OF SOUTH
 AD9153'TRACK, 1145 81 FEET (24.7 M) NORTHEAST FROM OLD MARK, 313.38 FEET
 AD9153'(95.52 M) EAST FROM CORNER OF SEVENTH STREET AND US RT. 60, 227.63
 AD9153'FEET (69.38 M) WEST FROM CORNER OF SIXTH STREET WEST AND AND US RT.
 AD9153'60, 324.33 FEET (98.86 M) NORTH FROM POPLAR STREET (ALONG CSX RW) ,
 AD9153'21.19 FEET (6.46 M) WEST FROM CENTER LINE OF CXS TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1509 ***********************************************************************
 HX1509  DESIGNATION -  B 11
 HX1509  PID         -  HX1509
 HX1509  STATE/COUNTY-  WV/BRAXTON
 HX1509  USGS QUAD   -  SUTTON (1976)
 HX1509
 HX1509                         *CURRENT SURVEY CONTROL
 HX1509  ___________________________________________________________________
 HX1509* NAD 83(1986)-  38 40 33.     (N)    080 42 55.     (W)     SCALED    
 HX1509* NAVD 88     -       264.372  (meters)     867.36   (feet)  ADJUSTED  
 HX1509  ___________________________________________________________________
 HX1509  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HX1509  DYNAMIC HT  -         264.195 (meters)     866.78  (feet)  COMP
 HX1509  MODELED GRAV-     979,951.7   (mgal)                       NAVD 88
 HX1509
 HX1509  VERT ORDER  -  SECOND    CLASS 0
 HX1509
 HX1509.The horizontal coordinates were scaled from a topographic map and have
 HX1509.an estimated accuracy of +/- 6 seconds.
 HX1509
 HX1509.The orthometric height was determined by differential leveling
 HX1509.and adjusted by the National Geodetic Survey in June 1991..
 HX1509
 HX1509.The geoid height was determined by GEOID03.
 HX1509
 HX1509.The dynamic height is computed by dividing the NAVD 88
 HX1509.geopotential number by the normal gravity value computed on the
 HX1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1509.degrees latitude (g = 980.6199 gals.).
 HX1509
 HX1509.The modeled gravity was interpolated from observed gravity values.
 HX1509
 HX1509;                    North         East    Units  Estimated Accuracy
 HX1509;SPC WV S     -   186,040.      624,780.      MT  (+/- 180 meters Scaled)
 HX1509
 HX1509                          SUPERSEDED SURVEY CONTROL
 HX1509
 HX1509  NGVD 29 (??/??/92)  264.558  (m)          867.97   (f) ADJ UNCH    2 0
 HX1509
 HX1509.Superseded values are not recommended for survey control.
 HX1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1509.See file dsdata.txt to determine how the superseded data were derived.
 HX1509
 HX1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC247808(NAD 83)
 HX1509_MARKER: DB = BENCH MARK DISK
 HX1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1509_STAMPING: B 11 1933
 HX1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1509+STABILITY: SURFACE MOTION
 HX1509
 HX1509  HISTORY     - Date     Condition        Report By
 HX1509  HISTORY     - 1933     MONUMENTED       CGS
 HX1509
 HX1509                          STATION DESCRIPTION
 HX1509
 HX1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1509'0.5 MI N FROM SUTTON.
 HX1509'0.5 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE ROAD FORK AT SUTTON,
 HX1509'BRAXTON COUNTY, 24 YARDS NORTH OF A CONCRETE CULVERT, AT THE END
 HX1509'OF A SHARP CURVE, AT THE SOUTH END OF A LONG ROW OF GUARD POSTS
 HX1509'ON THE WEST SIDE OF THE HIGHWAY, 5 YARDS WEST OF THE CENTERLINE
 HX1509'OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 HX1509'STAMPED B 11 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2341 ***********************************************************************
 HX2341  DESIGNATION -  B 110
 HX2341  PID         -  HX2341
 HX2341  STATE/COUNTY-  WV/JACKSON
 HX2341  USGS QUAD   -  MOUNT ALTO (1994)
 HX2341
 HX2341                         *CURRENT SURVEY CONTROL
 HX2341  ___________________________________________________________________
 HX2341* NAD 83(1986)-  38 51 42.     (N)    081 53 09.     (W)     SCALED    
 HX2341* NAVD 88     -       215.858  (meters)     708.19   (feet)  ADJUSTED  
 HX2341  ___________________________________________________________________
 HX2341  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HX2341  DYNAMIC HT  -         215.718 (meters)     707.73  (feet)  COMP
 HX2341  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 HX2341
 HX2341  VERT ORDER  -  FIRST     CLASS II
 HX2341
 HX2341.The horizontal coordinates were scaled from a topographic map and have
 HX2341.an estimated accuracy of +/- 6 seconds.
 HX2341
 HX2341.The orthometric height was determined by differential leveling
 HX2341.and adjusted by the National Geodetic Survey in June 1991..
 HX2341
 HX2341.The geoid height was determined by GEOID03.
 HX2341
 HX2341.The dynamic height is computed by dividing the NAVD 88
 HX2341.geopotential number by the normal gravity value computed on the
 HX2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2341.degrees latitude (g = 980.6199 gals.).
 HX2341
 HX2341.The modeled gravity was interpolated from observed gravity values.
 HX2341
 HX2341;                    North         East    Units  Estimated Accuracy
 HX2341;SPC WV S     -   207,000.      523,120.      MT  (+/- 180 meters Scaled)
 HX2341
 HX2341                          SUPERSEDED SURVEY CONTROL
 HX2341
 HX2341  NGVD 29 (??/??/92)  216.033  (m)          708.77   (f) ADJ UNCH    1 2
 HX2341
 HX2341.Superseded values are not recommended for survey control.
 HX2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2341.See file dsdata.txt to determine how the superseded data were derived.
 HX2341
 HX2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD231017(NAD 83)
 HX2341_MARKER: DB = BENCH MARK DISK
 HX2341_SETTING: 66 = SET IN ROCK OUTCROP
 HX2341_SP_SET: ROCK CUT
 HX2341_STAMPING: B 110 1956
 HX2341_MARK LOGO: CGS   
 HX2341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2341+STABILITY: POSITION/ELEVATION WELL
 HX2341
 HX2341  HISTORY     - Date     Condition        Report By
 HX2341  HISTORY     - 1956     MONUMENTED       CGS
 HX2341  HISTORY     - 1984     GOOD             NGS
 HX2341  HISTORY     - 1984     GOOD             NGS
 HX2341
 HX2341                          STATION DESCRIPTION
 HX2341
 HX2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2341'0.2 MI SW FROM MT ALTO.
 HX2341'ABOUT 0.25 MILE SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 HX2341'OF U.S. HIGHWAY 33 AT MT. ALTO, ABOUT 0.8 MILE NORTHEAST OF THE
 HX2341'JACKSON-MASON COUNTY LINE, SET IN THE TOP OF A SMALL PROJECTION
 HX2341'OF ROCK AT THE BOTTOM OF A THRU ROCK CUT, 25 1/2 FEET NORTHWEST
 HX2341'OF CENTER LINE OF HIGHWAY, 82 FEET WEST-SOUTHWEST AND ACROSS
 HX2341'HIGHWAY FROM NORTHEAST END OF ROCK CUT ON SOUTHEAST SIDE OF
 HX2341'HIGHWAY, 122 FEET NORTHEAST OF A TELEPHONE POLE, 1/2 FOOT NORTHEAST
 HX2341'AND 1 FOOT BELOW A 12-INCH TRIANGLE CUT IN FACE OF ROCK LEDGE
 HX2341'AND ABOUT LEVEL WITH HIGHWAY.
 HX2341
 HX2341                          STATION RECOVERY (1984)
 HX2341
 HX2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2341'RECOVERED IN GOOD CONDITION.
 HX2341
 HX2341                          STATION RECOVERY (1984)
 HX2341
 HX2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0308 ***********************************************************************
 HY0308  DESIGNATION -  B 111
 HY0308  PID         -  HY0308
 HY0308  STATE/COUNTY-  WV/MASON
 HY0308  USGS QUAD   -  BEECH HILL (1975)
 HY0308
 HY0308                         *CURRENT SURVEY CONTROL
 HY0308  ___________________________________________________________________
 HY0308* NAD 83(1986)-  38 50 19.     (N)    082 00 24.     (W)     SCALED    
 HY0308* NAVD 88     -       259.119  (meters)     850.13   (feet)  ADJUSTED  
 HY0308  ___________________________________________________________________
 HY0308  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HY0308  DYNAMIC HT  -         258.954 (meters)     849.58  (feet)  COMP
 HY0308  MODELED GRAV-     979,985.3   (mgal)                       NAVD 88
 HY0308
 HY0308  VERT ORDER  -  SECOND    CLASS 0
 HY0308
 HY0308.The horizontal coordinates were scaled from a topographic map and have
 HY0308.an estimated accuracy of +/- 6 seconds.
 HY0308
 HY0308.The orthometric height was determined by differential leveling
 HY0308.and adjusted by the National Geodetic Survey in June 1991..
 HY0308
 HY0308.The geoid height was determined by GEOID03.
 HY0308
 HY0308.The dynamic height is computed by dividing the NAVD 88
 HY0308.geopotential number by the normal gravity value computed on the
 HY0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0308.degrees latitude (g = 980.6199 gals.).
 HY0308
 HY0308.The modeled gravity was interpolated from observed gravity values.
 HY0308
 HY0308;                    North         East    Units  Estimated Accuracy
 HY0308;SPC WV S     -   204,550.      512,600.      MT  (+/- 180 meters Scaled)
 HY0308
 HY0308                          SUPERSEDED SURVEY CONTROL
 HY0308
 HY0308  NGVD 29 (??/??/92)  259.312  (m)          850.76   (f) ADJ UNCH    2 0
 HY0308
 HY0308.Superseded values are not recommended for survey control.
 HY0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0308.See file dsdata.txt to determine how the superseded data were derived.
 HY0308
 HY0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC126993(NAD 83)
 HY0308_MARKER: DB = BENCH MARK DISK
 HY0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0308_STAMPING: B 111 1956
 HY0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0308+STABILITY: SURFACE MOTION
 HY0308
 HY0308  HISTORY     - Date     Condition        Report By
 HY0308  HISTORY     - 1956     MONUMENTED       CGS
 HY0308
 HY0308                          STATION DESCRIPTION
 HY0308
 HY0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0308'1.4 MI SE FROM FLATROCK.
 HY0308'1.0 MILE EAST ALONG STATE HIGHWAY 2 FROM THE CROSSROAD AND STORE
 HY0308'AT FLATROCK, THENCE ABOUT 0.4 MILE SOUTH ALONG A GRAVEL ROAD,
 HY0308'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 HY0308'SOUTH-SOUTHEAST AND NEAR THE TOP OF A GRADE DECENDING NORTHEAST, 31
 HY0308'FEET WEST-NORTHWEST OF CENTER LINE OF ROAD, 14 FEET NORTH OF A
 HY0308'TRIANGULAR BLAZED 20-INCH HICKORY TREE, 2 FEET NORTHEAST OF A
 HY0308'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE
 HY0308'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0271 ***********************************************************************
 HY0271  DESIGNATION -  B 112
 HY0271  PID         -  HY0271
 HY0271  STATE/COUNTY-  WV/MASON
 HY0271  USGS QUAD   -  APPLE GROVE (1987)
 HY0271
 HY0271                         *CURRENT SURVEY CONTROL
 HY0271  ___________________________________________________________________
 HY0271* NAD 83(1986)-  38 44 46.     (N)    082 10 48.     (W)     SCALED    
 HY0271* NAVD 88     -       169.777  (meters)     557.01   (feet)  ADJUSTED  
 HY0271  ___________________________________________________________________
 HY0271  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HY0271  DYNAMIC HT  -         169.668 (meters)     556.65  (feet)  COMP
 HY0271  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 HY0271
 HY0271  VERT ORDER  -  FIRST     CLASS II
 HY0271
 HY0271.The horizontal coordinates were scaled from a topographic map and have
 HY0271.an estimated accuracy of +/- 6 seconds.
 HY0271
 HY0271.The orthometric height was determined by differential leveling
 HY0271.and adjusted by the National Geodetic Survey in June 1991..
 HY0271
 HY0271.The geoid height was determined by GEOID03.
 HY0271
 HY0271.The dynamic height is computed by dividing the NAVD 88
 HY0271.geopotential number by the normal gravity value computed on the
 HY0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0271.degrees latitude (g = 980.6199 gals.).
 HY0271
 HY0271.The modeled gravity was interpolated from observed gravity values.
 HY0271
 HY0271;                    North         East    Units  Estimated Accuracy
 HY0271;SPC WV S     -   194,460.      497,420.      MT  (+/- 180 meters Scaled)
 HY0271
 HY0271                          SUPERSEDED SURVEY CONTROL
 HY0271
 HY0271  NGVD 29 (??/??/92)  169.985  (m)          557.69   (f) ADJ UNCH    1 2
 HY0271
 HY0271.Superseded values are not recommended for survey control.
 HY0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0271.See file dsdata.txt to determine how the superseded data were derived.
 HY0271
 HY0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC974892(NAD 83)
 HY0271_MARKER: DB = BENCH MARK DISK
 HY0271_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY0271_STAMPING: B 112 1956
 HY0271_MARK LOGO: CGS   
 HY0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0271+STABILITY: SURFACE MOTION
 HY0271
 HY0271  HISTORY     - Date     Condition        Report By
 HY0271  HISTORY     - 1956     MONUMENTED       CGS
 HY0271  HISTORY     - 1984     GOOD             NGS
 HY0271
 HY0271                          STATION DESCRIPTION
 HY0271
 HY0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0271'1.9 MI SE FROM BEALE.
 HY0271'1.6 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE SCHOOL AT BEALE,
 HY0271'THENCE ABOUT 0.3 MILE EAST ALONG A GRAVEL ROAD LEADING TO ARLEE,
 HY0271'ABOUT 0.1 MILE WEST OF JUNCTION OF A ROAD SOUTH, IN THE TOP OF
 HY0271'THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A 14-FOOT CONCRETE
 HY0271'BRIDGE OVER SAND FORK CREEK, 8 FEET NORTH OF CENTER LINE OF ROAD,
 HY0271'1 FOOT EAST OF WEST END OF HEAD WALL AND ABOUT 1 1/2 FEET ABOVE
 HY0271'LEVEL OF ROAD.
 HY0271
 HY0271                          STATION RECOVERY (1984)
 HY0271
 HY0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2415 ***********************************************************************
 HX2415  DESIGNATION -  B 113
 HX2415  PID         -  HX2415
 HX2415  STATE/COUNTY-  WV/MASON
 HX2415  USGS QUAD   -  ELMWOOD (1975)
 HX2415
 HX2415                         *CURRENT SURVEY CONTROL
 HX2415  ___________________________________________________________________
 HX2415* NAD 83(1986)-  38 40 54.     (N)    081 49 32.     (W)     SCALED    
 HX2415* NAVD 88     -       194.369  (meters)     637.69   (feet)  ADJUSTED  
 HX2415  ___________________________________________________________________
 HX2415  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HX2415  DYNAMIC HT  -         194.241 (meters)     637.27  (feet)  COMP
 HX2415  MODELED GRAV-     979,961.4   (mgal)                       NAVD 88
 HX2415
 HX2415  VERT ORDER  -  SECOND    CLASS 0
 HX2415
 HX2415.The horizontal coordinates were scaled from a topographic map and have
 HX2415.an estimated accuracy of +/- 6 seconds.
 HX2415
 HX2415.The orthometric height was determined by differential leveling
 HX2415.and adjusted by the National Geodetic Survey in June 1991..
 HX2415
 HX2415.The geoid height was determined by GEOID03.
 HX2415
 HX2415.The dynamic height is computed by dividing the NAVD 88
 HX2415.geopotential number by the normal gravity value computed on the
 HX2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2415.degrees latitude (g = 980.6199 gals.).
 HX2415
 HX2415.The modeled gravity was interpolated from observed gravity values.
 HX2415
 HX2415;                    North         East    Units  Estimated Accuracy
 HX2415;SPC WV S     -   186,970.      528,170.      MT  (+/- 180 meters Scaled)
 HX2415
 HX2415                          SUPERSEDED SURVEY CONTROL
 HX2415
 HX2415  NGVD 29 (??/??/92)  194.560  (m)          638.32   (f) ADJ UNCH    2 0
 HX2415
 HX2415.Superseded values are not recommended for survey control.
 HX2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2415.See file dsdata.txt to determine how the superseded data were derived.
 HX2415
 HX2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC281817(NAD 83)
 HX2415_MARKER: DB = BENCH MARK DISK
 HX2415_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX2415_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX2415_STAMPING: B 113 1956
 HX2415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2415
 HX2415  HISTORY     - Date     Condition        Report By
 HX2415  HISTORY     - 1956     MONUMENTED       CGS
 HX2415
 HX2415                          STATION DESCRIPTION
 HX2415
 HX2415'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2415'0.7 MI SE FROM TRIBBLE.
 HX2415'ABOUT 0.7 MILE SOUTHEAST ALONG A ROAD FROM ROAD JUNCTION AND
 HX2415'J.W. WARNER GROCERY STORE AT TRIBBLE, AT THE JUNCTION OF A DIRT
 HX2415'ROAD LEADING SOUTH AND FORDING A CREEK BRANCH, 55 FEET SOUTH AND
 HX2415'ACROSS CREEK FROM CENTER LINE OF ROAD AT CENTER OF JUNCTION OF
 HX2415'DIRT ROAD SOUTH, 16 FEET EAST OF CENTER LINE OF DIRT ROAD SOUTH,
 HX2415'25 FEET SOUTH OF CENTER OF CREEK BRANCH, 10 FEET WEST OF CENTER
 HX2415'OF A PRIVATE DRIVE SOUTH AND SOUTHEAST TO A HOUSE, ON THE TOP OF A
 HX2415'SMALL MOUND BETWEEN DIRT ROAD AND DRIVE SOUTH, 2 FEET WEST OF A
 HX2415'WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD
 HX2415'SOUTH AND IS A DISK ON TOP OF A 2-INCH IRON PIPE PROJECTING 6
 HX2415'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2539 ***********************************************************************
 HX2539  DESIGNATION -  B 114
 HX2539  PID         -  HX2539
 HX2539  STATE/COUNTY-  WV/PUTNAM
 HX2539  USGS QUAD   -  BANCROFT (1975)
 HX2539
 HX2539                         *CURRENT SURVEY CONTROL
 HX2539  ___________________________________________________________________
 HX2539* NAD 83(1986)-  38 35 06.     (N)    081 47 57.     (W)     SCALED    
 HX2539* NAVD 88     -       310.565  (meters)    1018.91   (feet)  ADJUSTED  
 HX2539  ___________________________________________________________________
 HX2539  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HX2539  DYNAMIC HT  -         310.350 (meters)    1018.21  (feet)  COMP
 HX2539  MODELED GRAV-     979,928.6   (mgal)                       NAVD 88
 HX2539
 HX2539  VERT ORDER  -  SECOND    CLASS 0
 HX2539
 HX2539.The horizontal coordinates were scaled from a topographic map and have
 HX2539.an estimated accuracy of +/- 6 seconds.
 HX2539
 HX2539.The orthometric height was determined by differential leveling
 HX2539.and adjusted by the National Geodetic Survey in June 1991..
 HX2539
 HX2539.The geoid height was determined by GEOID03.
 HX2539
 HX2539.The dynamic height is computed by dividing the NAVD 88
 HX2539.geopotential number by the normal gravity value computed on the
 HX2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2539.degrees latitude (g = 980.6199 gals.).
 HX2539
 HX2539.The modeled gravity was interpolated from observed gravity values.
 HX2539
 HX2539;                    North         East    Units  Estimated Accuracy
 HX2539;SPC WV S     -   176,220.      530,370.      MT  (+/- 180 meters Scaled)
 HX2539
 HX2539                          SUPERSEDED SURVEY CONTROL
 HX2539
 HX2539  NGVD 29 (??/??/92)  310.752  (m)         1019.53   (f) ADJ UNCH    2 0
 HX2539
 HX2539.Superseded values are not recommended for survey control.
 HX2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2539.See file dsdata.txt to determine how the superseded data were derived.
 HX2539
 HX2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC303710(NAD 83)
 HX2539_MARKER: DB = BENCH MARK DISK
 HX2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2539_STAMPING: B 114 1956
 HX2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2539+STABILITY: SURFACE MOTION
 HX2539
 HX2539  HISTORY     - Date     Condition        Report By
 HX2539  HISTORY     - 1956     MONUMENTED       CGS
 HX2539
 HX2539                          STATION DESCRIPTION
 HX2539
 HX2539'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2539'0.2 MI E FROM PARADISE.
 HX2539'ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 HX2539'GRAVEL ROAD NORTH TO PARADISE, ABOUT 0.25 MILE WEST OF PARADISE
 HX2539'MISSION CHURCH, 22 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 197
 HX2539'FEET NORTH OF NORTHEAST CORNER OF FRED PARKINS RESIDENCE, 57
 HX2539'FEET SOUTH-SOUTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND A
 HX2539'DIRT ROAD LEADING NORTH INTO STUMPY RUN, 90 FEET NORTH-NORTHEAST
 HX2539'OF AN 18-INCH MAPLE TREE IN A FENCE CORNER, 4 FEET
 HX2539'SOUTH-SOUTHWEST OF POWER POLE NO. 1049 D 7, 2 FEET SOUTHWEST
 HX2539'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD
 HX2539'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0264 ***********************************************************************
 HY0264  DESIGNATION -  B 115
 HY0264  PID         -  HY0264
 HY0264  STATE/COUNTY-  WV/MASON
 HY0264  USGS QUAD   -  ARLEE (1975)
 HY0264
 HY0264                         *CURRENT SURVEY CONTROL
 HY0264  ___________________________________________________________________
 HY0264* NAD 83(1986)-  38 42 25.     (N)    082 03 40.     (W)     SCALED    
 HY0264* NAVD 88     -       206.232  (meters)     676.61   (feet)  ADJUSTED  
 HY0264  ___________________________________________________________________
 HY0264  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HY0264  DYNAMIC HT  -         206.098 (meters)     676.17  (feet)  COMP
 HY0264  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 HY0264
 HY0264  VERT ORDER  -  SECOND    CLASS 0
 HY0264
 HY0264.The horizontal coordinates were scaled from a topographic map and have
 HY0264.an estimated accuracy of +/- 6 seconds.
 HY0264
 HY0264.The orthometric height was determined by differential leveling
 HY0264.and adjusted by the National Geodetic Survey in June 1991..
 HY0264
 HY0264.The geoid height was determined by GEOID03.
 HY0264
 HY0264.The dynamic height is computed by dividing the NAVD 88
 HY0264.geopotential number by the normal gravity value computed on the
 HY0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0264.degrees latitude (g = 980.6199 gals.).
 HY0264
 HY0264.The modeled gravity was interpolated from observed gravity values.
 HY0264
 HY0264;                    North         East    Units  Estimated Accuracy
 HY0264;SPC WV S     -   189,980.      507,710.      MT  (+/- 180 meters Scaled)
 HY0264
 HY0264                          SUPERSEDED SURVEY CONTROL
 HY0264
 HY0264  NGVD 29 (??/??/92)  206.418  (m)          677.22   (f) ADJ UNCH    2 0
 HY0264
 HY0264.Superseded values are not recommended for survey control.
 HY0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0264.See file dsdata.txt to determine how the superseded data were derived.
 HY0264
 HY0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC077847(NAD 83)
 HY0264_MARKER: DB = BENCH MARK DISK
 HY0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0264_STAMPING: B 115 1956
 HY0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0264+STABILITY: SURFACE MOTION
 HY0264
 HY0264  HISTORY     - Date     Condition        Report By
 HY0264  HISTORY     - 1956     MONUMENTED       CGS
 HY0264
 HY0264                          STATION DESCRIPTION
 HY0264
 HY0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0264'3 MI SE FROM ARLEE.
 HY0264'2.5 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 HY0264'AND J.H. CAUDILL STORE AT ARLEE, THENCE ABOUT 0.5 MILE SOUTHEAST
 HY0264'ALONG A GRAVEL ROAD, 17 FEET NORTHEAST OF CENTER LINE OF ROAD,
 HY0264'136 FEET WEST-NORTHWEST OF WEST CORNER OF HOUSTON BRANNAN
 HY0264'RESIDENCE, 72 FEET SOUTH-SOUTHWEST OF WEST CORNER OF A BARN, 49
 HY0264'FEET SOUTHWEST OF POWER POLE NO. 46-8212/ 923 C 2, 12 FEET
 HY0264'SOUTHEAST OF CENTER LINE OF A DRIVE TO A BARN, 1 FOOT NORTHEAST
 HY0264'OF A FENCE LINE, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 HY0264'ABOUT 3 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 HY0264'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0453 ***********************************************************************
 HY0453  DESIGNATION -  B 116
 HY0453  PID         -  HY0453
 HY0453  STATE/COUNTY-  WV/CABELL
 HY0453  USGS QUAD   -  HUNTINGTON (1985)
 HY0453
 HY0453                         *CURRENT SURVEY CONTROL
 HY0453  ___________________________________________________________________
 HY0453* NAD 83(1986)-  38 25 26.     (N)    082 26 35.     (W)     SCALED    
 HY0453* NAVD 88     -       166.959  (meters)     547.76   (feet)  ADJUSTED  
 HY0453  ___________________________________________________________________
 HY0453  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 HY0453  DYNAMIC HT  -         166.846 (meters)     547.39  (feet)  COMP
 HY0453  MODELED GRAV-     979,952.0   (mgal)                       NAVD 88
 HY0453
 HY0453  VERT ORDER  -  FIRST     CLASS II
 HY0453
 HY0453.The horizontal coordinates were scaled from a topographic map and have
 HY0453.an estimated accuracy of +/- 6 seconds.
 HY0453
 HY0453.The orthometric height was determined by differential leveling
 HY0453.and adjusted by the National Geodetic Survey in June 1991..
 HY0453
 HY0453.The geoid height was determined by GEOID03.
 HY0453
 HY0453.The dynamic height is computed by dividing the NAVD 88
 HY0453.geopotential number by the normal gravity value computed on the
 HY0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0453.degrees latitude (g = 980.6199 gals.).
 HY0453
 HY0453.The modeled gravity was interpolated from observed gravity values.
 HY0453
 HY0453;                    North         East    Units  Estimated Accuracy
 HY0453;SPC WV S     -   159,020.      474,000.      MT  (+/- 180 meters Scaled)
 HY0453
 HY0453                          SUPERSEDED SURVEY CONTROL
 HY0453
 HY0453  NGVD 29 (??/??/92)  167.141  (m)          548.36   (f) ADJ UNCH    1 2
 HY0453
 HY0453.Superseded values are not recommended for survey control.
 HY0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0453.See file dsdata.txt to determine how the superseded data were derived.
 HY0453
 HY0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC740538(NAD 83)
 HY0453_MARKER: DB = BENCH MARK DISK
 HY0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0453_SP_SET: FLOOD WALL
 HY0453_STAMPING: B 116 1956
 HY0453_MARK LOGO: CGS   
 HY0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0453+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 HY0453
 HY0453  HISTORY     - Date     Condition        Report By
 HY0453  HISTORY     - 1956     MONUMENTED       CGS
 HY0453  HISTORY     - 1984     GOOD             NGS
 HY0453  HISTORY     - 20040602 GOOD             USPSQD
 HY0453
 HY0453                          STATION DESCRIPTION
 HY0453
 HY0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0453'AT HUNTINGTON.
 HY0453'AT HUNTINGTON, AT INTERSECTION OF TENTH STREET AND CONCRETE
 HY0453'FLOOD WALL, SET VERTICALLY ABOUT 3 1/2 FEET ABOVE GROUND IN
 HY0453'THE SOUTH FACE OF FLOOD WALL, 23 FEET WEST OF CENTER LINE OF
 HY0453'10TH STREET, 5 FEET WEST OF EAST FACE OF ABUTMENT FOR FLOOD WALL
 HY0453'GATE, ABOUT 60 YARDS NORTH OF INTERSECTION OF 10TH STREET AND
 HY0453'SECOND AVENUE AND 3 1/2 FEET ABOVE GROUND.
 HY0453
 HY0453                          STATION RECOVERY (1984)
 HY0453
 HY0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0453'RECOVERED IN GOOD CONDITION.
 HY0453
 HY0453                          STATION RECOVERY (2004)
 HY0453
 HY0453'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 HY0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0634 ***********************************************************************
 HY0634  DESIGNATION -  B 117
 HY0634  PID         -  HY0634
 HY0634  STATE/COUNTY-  WV/CABELL
 HY0634  USGS QUAD   -  MILTON (1989)
 HY0634
 HY0634                         *CURRENT SURVEY CONTROL
 HY0634  ___________________________________________________________________
 HY0634* NAD 83(1986)-  38 26 41.     (N)    082 11 41.     (W)     SCALED    
 HY0634* NAVD 88     -       173.963  (meters)     570.74   (feet)  ADJUSTED  
 HY0634  ___________________________________________________________________
 HY0634  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HY0634  DYNAMIC HT  -         173.845 (meters)     570.36  (feet)  COMP
 HY0634  MODELED GRAV-     979,950.0   (mgal)                       NAVD 88
 HY0634
 HY0634  VERT ORDER  -  SECOND    CLASS 0
 HY0634
 HY0634.The horizontal coordinates were scaled from a topographic map and have
 HY0634.an estimated accuracy of +/- 6 seconds.
 HY0634
 HY0634.The orthometric height was determined by differential leveling
 HY0634.and adjusted by the National Geodetic Survey in June 1991..
 HY0634
 HY0634.The geoid height was determined by GEOID03.
 HY0634
 HY0634.The dynamic height is computed by dividing the NAVD 88
 HY0634.geopotential number by the normal gravity value computed on the
 HY0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0634.degrees latitude (g = 980.6199 gals.).
 HY0634
 HY0634.The modeled gravity was interpolated from observed gravity values.
 HY0634
 HY0634;                    North         East    Units  Estimated Accuracy
 HY0634;SPC WV S     -   161,020.      495,710.      MT  (+/- 180 meters Scaled)
 HY0634
 HY0634                          SUPERSEDED SURVEY CONTROL
 HY0634
 HY0634  NGVD 29 (??/??/92)  174.146  (m)          571.34   (f) ADJ UNCH    2 0
 HY0634
 HY0634.Superseded values are not recommended for survey control.
 HY0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0634.See file dsdata.txt to determine how the superseded data were derived.
 HY0634
 HY0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC957558(NAD 83)
 HY0634_MARKER: DB = BENCH MARK DISK
 HY0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0634_SP_SET: CULVERT
 HY0634_STAMPING: B 117 1956
 HY0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0634
 HY0634  HISTORY     - Date     Condition        Report By
 HY0634  HISTORY     - 1956     MONUMENTED       CGS
 HY0634  HISTORY     - 19990813 GOOD             JCLS
 HY0634
 HY0634                          STATION DESCRIPTION
 HY0634
 HY0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0634'0.6 MI NW FROM YATES.
 HY0634'ABOUT 0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 HY0634'OF THE CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 0.25
 HY0634'MILE WEST ALONG A GRAVEL ROAD, IN THE TOP OF EAST END OF NORTH
 HY0634'CONCRETE HEAD WALL OF A 5-FOOT CONCRETE AND STONE CULVERT, 15
 HY0634'FEET NORTH OF CENTER LINE OF ROAD, 19 FEET WEST OF CENTER LINE OF
 HY0634'A NARROW ROAD NORTH ALONG CREEK BRANCH AND ABOUT LEVEL WITH ROAD.
 HY0634
 HY0634                          STATION RECOVERY (1999)
 HY0634
 HY0634'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 HY0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0020 ***********************************************************************
 HY0020  DESIGNATION -  B 118
 HY0020  PID         -  HY0020
 HY0020  STATE/COUNTY-  WV/MASON
 HY0020  USGS QUAD   -  GALLIPOLIS (1983)
 HY0020
 HY0020                         *CURRENT SURVEY CONTROL
 HY0020  ___________________________________________________________________
 HY0020* NAD 83(1986)-  38 45 35.     (N)    082 11 37.     (W)     SCALED    
 HY0020* NAVD 88     -       175.329  (meters)     575.23   (feet)  ADJUSTED  
 HY0020  ___________________________________________________________________
 HY0020  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HY0020  DYNAMIC HT  -         175.217 (meters)     574.86  (feet)  COMP
 HY0020  MODELED GRAV-     979,984.1   (mgal)                       NAVD 88
 HY0020
 HY0020  VERT ORDER  -  FIRST     CLASS II
 HY0020
 HY0020.The horizontal coordinates were scaled from a topographic map and have
 HY0020.an estimated accuracy of +/- 6 seconds.
 HY0020
 HY0020.The orthometric height was determined by differential leveling
 HY0020.and adjusted by the National Geodetic Survey in June 1991..
 HY0020
 HY0020.The geoid height was determined by GEOID03.
 HY0020
 HY0020.The dynamic height is computed by dividing the NAVD 88
 HY0020.geopotential number by the normal gravity value computed on the
 HY0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0020.degrees latitude (g = 980.6199 gals.).
 HY0020
 HY0020.The modeled gravity was interpolated from observed gravity values.
 HY0020
 HY0020;                    North         East    Units  Estimated Accuracy
 HY0020;SPC WV S     -   195,980.      496,260.      MT  (+/- 180 meters Scaled)
 HY0020
 HY0020                          SUPERSEDED SURVEY CONTROL
 HY0020
 HY0020  NGVD 29 (??/??/92)  175.525  (m)          575.87   (f) ADJ UNCH    1 2
 HY0020
 HY0020.Superseded values are not recommended for survey control.
 HY0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0020.See file dsdata.txt to determine how the superseded data were derived.
 HY0020
 HY0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC962907(NAD 83)
 HY0020_MARKER: DB = BENCH MARK DISK
 HY0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0020_STAMPING: B 118 1956
 HY0020_MARK LOGO: CGS   
 HY0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0020+STABILITY: SURFACE MOTION
 HY0020
 HY0020  HISTORY     - Date     Condition        Report By
 HY0020  HISTORY     - 1956     MONUMENTED       CGS
 HY0020  HISTORY     - 1976     GOOD             NGS
 HY0020  HISTORY     - 1984     GOOD             NGS
 HY0020
 HY0020                          STATION DESCRIPTION
 HY0020
 HY0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0020'0.5 MI S FROM BEALE.
 HY0020'ABOUT 0.5 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0020'THE SCHOOL AT BEALE, 18 1/2 FEET WEST OF WEST RAIL, 27 FEET
 HY0020'SOUTHWEST OF CENTER OF A FARM ROAD CROSSING, 15 FEET SOUTH OF
 HY0020'CENTER LINE OF FARM ROAD, 3 1/2 FEET SOUTHEAST OF TELEPHONE
 HY0020'POLE NO. 180+17, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 HY0020'ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 HY0020'CONCRETE POST PROJECTING 4 INCHES.
 HY0020
 HY0020                          STATION RECOVERY (1976)
 HY0020
 HY0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0020'RECOVERED IN GOOD CONDITION.
 HY0020
 HY0020                          STATION RECOVERY (1984)
 HY0020
 HY0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2593 ***********************************************************************
 HX2593  DESIGNATION -  B 119
 HX2593  PID         -  HX2593
 HX2593  STATE/COUNTY-  WV/PUTNAM
 HX2593  USGS QUAD   -  WINFIELD (1989)
 HX2593
 HX2593                         *CURRENT SURVEY CONTROL
 HX2593  ___________________________________________________________________
 HX2593* NAD 83(1986)-  38 34 19.     (N)    081 59 31.     (W)     SCALED    
 HX2593* NAVD 88     -       174.519  (meters)     572.57   (feet)  POSTED    
 HX2593  ___________________________________________________________________
 HX2593  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HX2593  DYNAMIC HT  -         174.400 (meters)     572.18  (feet)  COMP
 HX2593  MODELED GRAV-     979,961.0   (mgal)                       NAVD 88
 HX2593
 HX2593  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HX2593
 HX2593.The horizontal coordinates were scaled from a topographic map and have
 HX2593.an estimated accuracy of +/- 6 seconds.
 HX2593
 HX2593.The orthometric height was determined by differential leveling
 HX2593.and adjusted by the National Geodetic Survey in 1992..
 HX2593.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HX2593.rate of 2.1 thru 3.0 mm/km.
 HX2593
 HX2593.The geoid height was determined by GEOID03.
 HX2593
 HX2593.The dynamic height is computed by dividing the NAVD 88
 HX2593.geopotential number by the normal gravity value computed on the
 HX2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2593.degrees latitude (g = 980.6199 gals.).
 HX2593
 HX2593.The modeled gravity was interpolated from observed gravity values.
 HX2593
 HX2593;                    North         East    Units  Estimated Accuracy
 HX2593;SPC WV S     -   174,930.      513,560.      MT  (+/- 180 meters Scaled)
 HX2593
 HX2593                          SUPERSEDED SURVEY CONTROL
 HX2593
 HX2593  NGVD 29 (??/??/92)  174.674  (m)          573.08   (f) ADJ UNCH    2 0
 HX2593
 HX2593.Superseded values are not recommended for survey control.
 HX2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2593.See file dsdata.txt to determine how the superseded data were derived.
 HX2593
 HX2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC135697(NAD 83)
 HX2593_MARKER: DB = BENCH MARK DISK
 HX2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2593_STAMPING: B 119 1956
 HX2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2593+STABILITY: SURFACE MOTION
 HX2593
 HX2593  HISTORY     - Date     Condition        Report By
 HX2593  HISTORY     - 1956     MONUMENTED       CGS
 HX2593
 HX2593                          STATION DESCRIPTION
 HX2593
 HX2593'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2593'AT FRAZIERS BOTTOM.
 HX2593'AT FRAZIERS BOTTOM, ALONG STATE HIGHWAY 17, ABOUT 0.15 MILE
 HX2593'NORTHWEST OF THE POST OFFICE, AT CHURCH OF GOD, 60 FEET NORTHEAST
 HX2593'OF CENTER LINE OF HIGHWAY 17, 75 FEET EAST-SOUTHEAST OF TELEPHONE
 HX2593'POLE NO. 82, 70 1/2 FEET WEST-NORTHWEST OF WEST CORNER OF CHURCH
 HX2593'BUILDING, 71 1/2 FEET NORTHWEST OF NORTHWEST EDGE OF A CONCRETE
 HX2593'WALK, 20 FEET EAST-NORTHEAST OF A GAS METER, 2 FEET NORTHWEST
 HX2593'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF
 HX2593'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1932 ***********************************************************************
 HX1932  DESIGNATION -  B 12
 HX1932  PID         -  HX1932
 HX1932  STATE/COUNTY-  WV/CLAY
 HX1932  USGS QUAD   -  CLAY (1976)
 HX1932
 HX1932                         *CURRENT SURVEY CONTROL
 HX1932  ___________________________________________________________________
 HX1932* NAD 83(1986)-  38 25 51.     (N)    081 06 49.     (W)     SCALED    
 HX1932* NAVD 88     -       213.594  (meters)     700.77   (feet)  ADJUSTED  
 HX1932  ___________________________________________________________________
 HX1932  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HX1932  DYNAMIC HT  -         213.447 (meters)     700.28  (feet)  COMP
 HX1932  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 HX1932
 HX1932  VERT ORDER  -  SECOND    CLASS 0
 HX1932
 HX1932.The horizontal coordinates were scaled from a topographic map and have
 HX1932.an estimated accuracy of +/- 6 seconds.
 HX1932
 HX1932.The orthometric height was determined by differential leveling
 HX1932.and adjusted by the National Geodetic Survey in June 1991..
 HX1932
 HX1932.The geoid height was determined by GEOID03.
 HX1932
 HX1932.The dynamic height is computed by dividing the NAVD 88
 HX1932.geopotential number by the normal gravity value computed on the
 HX1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1932.degrees latitude (g = 980.6199 gals.).
 HX1932
 HX1932.The modeled gravity was interpolated from observed gravity values.
 HX1932
 HX1932;                    North         East    Units  Estimated Accuracy
 HX1932;SPC WV S     -   158,810.      590,080.      MT  (+/- 180 meters Scaled)
 HX1932
 HX1932                          SUPERSEDED SURVEY CONTROL
 HX1932
 HX1932  NGVD 29 (??/??/92)  213.776  (m)          701.36   (f) ADJ UNCH    2 0
 HX1932
 HX1932.Superseded values are not recommended for survey control.
 HX1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1932.See file dsdata.txt to determine how the superseded data were derived.
 HX1932
 HX1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC900536(NAD 83)
 HX1932_MARKER: DB = BENCH MARK DISK
 HX1932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1932_SP_SET: PIER
 HX1932_STAMPING: B 12 1933
 HX1932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1932
 HX1932  HISTORY     - Date     Condition        Report By
 HX1932  HISTORY     - 1933     MONUMENTED       CGS
 HX1932
 HX1932                          STATION DESCRIPTION
 HX1932
 HX1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1932'3.5 MI W FROM CLAY.
 HX1932'3.5 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1932'STATION AT CLAY, AT THE HIGHWAY BRIDGE OVER ELK RIVER, IN THE SOUTH
 HX1932'FACE OF THE CONCRETE PIER, ABOUT 13 YARDS NORTH OF THE CENTERLINE
 HX1932'OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 HX1932'STAMPED B 12 1933 AND SET VERTICALLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0888 ***********************************************************************
 KY0888  DESIGNATION -  B 120
 KY0888  PID         -  KY0888
 KY0888  STATE/COUNTY-  WV/BROOKE
 KY0888  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0888
 KY0888                         *CURRENT SURVEY CONTROL
 KY0888  ___________________________________________________________________
 KY0888* NAD 83(1986)-  40 18 17.     (N)    080 34 49.     (W)     SCALED    
 KY0888* NAVD 88     -       206.653  (meters)     677.99   (feet)  ADJUSTED  
 KY0888  ___________________________________________________________________
 KY0888  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KY0888  DYNAMIC HT  -         206.544 (meters)     677.64  (feet)  COMP
 KY0888  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 KY0888
 KY0888  VERT ORDER  -  FIRST     CLASS II
 KY0888
 KY0888.The horizontal coordinates were scaled from a topographic map and have
 KY0888.an estimated accuracy of +/- 6 seconds.
 KY0888
 KY0888.The orthometric height was determined by differential leveling
 KY0888.and adjusted by the National Geodetic Survey in June 1991..
 KY0888
 KY0888.The geoid height was determined by GEOID03.
 KY0888
 KY0888.The dynamic height is computed by dividing the NAVD 88
 KY0888.geopotential number by the normal gravity value computed on the
 KY0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0888.degrees latitude (g = 980.6199 gals.).
 KY0888
 KY0888.The modeled gravity was interpolated from observed gravity values.
 KY0888
 KY0888;                    North         East    Units  Estimated Accuracy
 KY0888;SPC WV N     -   200,920.      508,160.      MT  (+/- 180 meters Scaled)
 KY0888
 KY0888                          SUPERSEDED SURVEY CONTROL
 KY0888
 KY0888  NGVD 29 (??/??/92)  206.845  (m)          678.62   (f) ADJ UNCH    1 2
 KY0888
 KY0888.Superseded values are not recommended for survey control.
 KY0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0888.See file dsdata.txt to determine how the superseded data were derived.
 KY0888
 KY0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE356616(NAD 83)
 KY0888_MARKER: DB = BENCH MARK DISK
 KY0888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0888_SP_SET: ABUTMENT
 KY0888_STAMPING: B 120 1957
 KY0888_MARK LOGO: CGS   
 KY0888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0888+STABILITY: POSITION/ELEVATION WELL
 KY0888
 KY0888  HISTORY     - Date     Condition        Report By
 KY0888  HISTORY     - 1957     MONUMENTED       CGS
 KY0888  HISTORY     - 1983     GOOD             NGS
 KY0888
 KY0888                          STATION DESCRIPTION
 KY0888
 KY0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0888'3.8 MI NE FROM WELLSBURG.
 KY0888'ABOUT 2.75 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0888'CROSSING OF SEVENTH STREET AT WELLSBURG, THENCE ABOUT 1.1 MILES
 KY0888'EAST ALONG A BLACK TOP ROAD FOLLOWING CROSS CREEK, ABOUT 1.1
 KY0888'MILES EAST OF JUNCTION OF STATE HIGHWAY 2, ABOUT 4.3 MILES
 KY0888'NORTHWEST AND WEST ALONG A GRAVEL AND BLACK TOP ROAD LEADING
 KY0888'TO STATE HIGHWAY 2 FROM THE POST OFFICE AT VIRGINVILLE, SET
 KY0888'VERTICALLY IN THE CENTER OF THE WEST FACE OF THE EAST CONCRETE
 KY0888'ABUTMENT OF THE PITTSBURGH AND WEST VIRGINIA RAILWAY OVERPASS
 KY0888'OVER ROAD, 20 FEET SOUTHEAST OF CENTER LINE OF ROAD AND 3 FEET
 KY0888'ABOVE GROUND.
 KY0888
 KY0888                          STATION RECOVERY (1983)
 KY0888
 KY0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0939 ***********************************************************************
 KY0939  DESIGNATION -  B 121
 KY0939  PID         -  KY0939
 KY0939  STATE/COUNTY-  WV/BROOKE
 KY0939  USGS QUAD   -  TILTONSVILLE (1985)
 KY0939
 KY0939                         *CURRENT SURVEY CONTROL
 KY0939  ___________________________________________________________________
 KY0939* NAD 83(1986)-  40 10 54.     (N)    080 38 49.     (W)     SCALED    
 KY0939* NAVD 88     -       361.215  (meters)    1185.09   (feet)  ADJUSTED  
 KY0939  ___________________________________________________________________
 KY0939  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0939  DYNAMIC HT  -         361.023 (meters)    1184.46  (feet)  COMP
 KY0939  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 KY0939
 KY0939  VERT ORDER  -  SECOND    CLASS 0
 KY0939
 KY0939.This mark is at Wheeling Ohio County Airport (HLG)
 KY0939
 KY0939.The horizontal coordinates were scaled from a topographic map and have
 KY0939.an estimated accuracy of +/- 6 seconds.
 KY0939
 KY0939.The orthometric height was determined by differential leveling
 KY0939.and adjusted by the National Geodetic Survey in June 1991..
 KY0939
 KY0939.The geoid height was determined by GEOID03.
 KY0939
 KY0939.The dynamic height is computed by dividing the NAVD 88
 KY0939.geopotential number by the normal gravity value computed on the
 KY0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0939.degrees latitude (g = 980.6199 gals.).
 KY0939
 KY0939.The modeled gravity was interpolated from observed gravity values.
 KY0939
 KY0939;                    North         East    Units  Estimated Accuracy
 KY0939;SPC WV N     -   187,320.      502,320.      MT  (+/- 180 meters Scaled)
 KY0939
 KY0939                          SUPERSEDED SURVEY CONTROL
 KY0939
 KY0939  NGVD 29 (??/??/92)  361.405  (m)         1185.71   (f) ADJ UNCH    2 0
 KY0939
 KY0939.Superseded values are not recommended for survey control.
 KY0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0939.See file dsdata.txt to determine how the superseded data were derived.
 KY0939
 KY0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE300479(NAD 83)
 KY0939_MARKER: DB = BENCH MARK DISK
 KY0939_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0939_SP_SET: BUILDING
 KY0939_STAMPING: B 121 1957
 KY0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0939
 KY0939  HISTORY     - Date     Condition        Report By
 KY0939  HISTORY     - 1957     MONUMENTED       CGS
 KY0939
 KY0939                          STATION DESCRIPTION
 KY0939
 KY0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0939'2.2 MI E FROM SHORT CREEK.
 KY0939'ABOUT 0.9 MILE EAST ALONG SHORT CREEK ROAD FROM THE JUNCTION OF
 KY0939'STATE HIGHWAY 2 AT SHORT CREEK, THENCE ABOUT 1.25 MILES NORTHEAST
 KY0939'AND EAST ALONG A BLACK TOP ROAD, AT OHIO COUNTY AIRPORT, ABOUT
 KY0939'60 YARDS WEST OF OPERATIONS TOWER, SET VERTICALLY IN THE SOUTH
 KY0939'FACE OF YELLOW BRICK FIRE STATION BUILDING, 0.7 FOOT WEST OF
 KY0939'SOUTHEAST CORNER OF BUILDING AND 1 1/2 FEET ABOVE LEVEL OF
 KY0939'DRIVE WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0876 ***********************************************************************
 KY0876  DESIGNATION -  B 122
 KY0876  PID         -  KY0876
 KY0876  STATE/COUNTY-  WV/OHIO
 KY0876  USGS QUAD   -  VALLEY GROVE (1981)
 KY0876
 KY0876                         *CURRENT SURVEY CONTROL
 KY0876  ___________________________________________________________________
 KY0876* NAD 83(1986)-  40 06 18.     (N)    080 32 40.     (W)     SCALED    
 KY0876* NAVD 88     -       327.889  (meters)    1075.75   (feet)  ADJUSTED  
 KY0876  ___________________________________________________________________
 KY0876  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY0876  DYNAMIC HT  -         327.703 (meters)    1075.14  (feet)  COMP
 KY0876  MODELED GRAV-     980,050.0   (mgal)                       NAVD 88
 KY0876
 KY0876  VERT ORDER  -  SECOND    CLASS 0
 KY0876
 KY0876.The horizontal coordinates were scaled from a topographic map and have
 KY0876.an estimated accuracy of +/- 6 seconds.
 KY0876
 KY0876.The orthometric height was determined by differential leveling
 KY0876.and adjusted by the National Geodetic Survey in June 1991..
 KY0876
 KY0876.The geoid height was determined by GEOID03.
 KY0876
 KY0876.The dynamic height is computed by dividing the NAVD 88
 KY0876.geopotential number by the normal gravity value computed on the
 KY0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0876.degrees latitude (g = 980.6199 gals.).
 KY0876
 KY0876.The modeled gravity was interpolated from observed gravity values.
 KY0876
 KY0876;                    North         East    Units  Estimated Accuracy
 KY0876;SPC WV N     -   178,710.      510,950.      MT  (+/- 180 meters Scaled)
 KY0876
 KY0876                          SUPERSEDED SURVEY CONTROL
 KY0876
 KY0876  NGVD 29 (??/??/92)  328.033  (m)         1076.22   (f) ADJ UNCH    2 0
 KY0876
 KY0876.Superseded values are not recommended for survey control.
 KY0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0876.See file dsdata.txt to determine how the superseded data were derived.
 KY0876
 KY0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE388395(NAD 83)
 KY0876_MARKER: DB = BENCH MARK DISK
 KY0876_SETTING: 66 = SET IN ROCK OUTCROP
 KY0876_SP_SET: ROCK CUT
 KY0876_STAMPING: B 122 1957
 KY0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0876+STABILITY: POSITION/ELEVATION WELL
 KY0876
 KY0876  HISTORY     - Date     Condition        Report By
 KY0876  HISTORY     - 1957     MONUMENTED       CGS
 KY0876
 KY0876                          STATION DESCRIPTION
 KY0876
 KY0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0876'1.7 MI W FROM WEST ALEXANDER.
 KY0876'ABOUT 1.7 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0876'FROM ITS STATION AT WEST ALEXANDER, ACROSS THE TRACK AND BETWEEN
 KY0876'MILEAGE POST NO. 54 + 28 AND 54 + 29, BETWEEN THE TRACK AND
 KY0876'U.S. HIGHWAY NO. 40, ABOUT 10 YARDS NORTH OF THE TRACK, 23 FEET
 KY0876'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 40, SET VERTICALLY
 KY0876'IN THE NORTHWEST FACE OF A 2 1/2-FEET BY 2-FOOT WIDE AND HIGH
 KY0876'ROCK PROJECTING OUT OF A CUT BANK AND ABOUT 2 FEET BELOW THE
 KY0876'TOP OF RAIL AND ABOUT 3 FEET ABOVE LEVEL OF THE HIGHWAY DITCH.
 KY0876'NOTE-- ABOUT 1.45 MILES NORTHEAST ALONG THE BALTIMORE AND
 KY0876'OHIO RAILROAD FROM ITS OVERPASS OVER STOOT FIRE ROAD AT VALLEY
 KY0876'GROVE, WEST VIRGINIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0913 ***********************************************************************
 KY0913  DESIGNATION -  B 123
 KY0913  PID         -  KY0913
 KY0913  STATE/COUNTY-  WV/OHIO
 KY0913  USGS QUAD   -  VALLEY GROVE (1981)
 KY0913
 KY0913                         *CURRENT SURVEY CONTROL
 KY0913  ___________________________________________________________________
 KY0913* NAD 83(1986)-  40 02 40.     (N)    080 33 03.     (W)     SCALED    
 KY0913* NAVD 88     -       291.630  (meters)     956.79   (feet)  ADJUSTED  
 KY0913  ___________________________________________________________________
 KY0913  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KY0913  DYNAMIC HT  -         291.460 (meters)     956.23  (feet)  COMP
 KY0913  MODELED GRAV-     980,037.4   (mgal)                       NAVD 88
 KY0913
 KY0913  VERT ORDER  -  SECOND    CLASS 0
 KY0913
 KY0913.The horizontal coordinates were scaled from a topographic map and have
 KY0913.an estimated accuracy of +/- 6 seconds.
 KY0913
 KY0913.The orthometric height was determined by differential leveling
 KY0913.and adjusted by the National Geodetic Survey in June 1991..
 KY0913
 KY0913.The geoid height was determined by GEOID03.
 KY0913
 KY0913.The dynamic height is computed by dividing the NAVD 88
 KY0913.geopotential number by the normal gravity value computed on the
 KY0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0913.degrees latitude (g = 980.6199 gals.).
 KY0913
 KY0913.The modeled gravity was interpolated from observed gravity values.
 KY0913
 KY0913;                    North         East    Units  Estimated Accuracy
 KY0913;SPC WV N     -   171,990.      510,330.      MT  (+/- 180 meters Scaled)
 KY0913
 KY0913                          SUPERSEDED SURVEY CONTROL
 KY0913
 KY0913  NGVD 29 (??/??/92)  291.773  (m)          957.26   (f) ADJ UNCH    2 0
 KY0913
 KY0913.Superseded values are not recommended for survey control.
 KY0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0913.See file dsdata.txt to determine how the superseded data were derived.
 KY0913
 KY0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE383327(NAD 83)
 KY0913_MARKER: DB = BENCH MARK DISK
 KY0913_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0913_SP_SET: BUILDING
 KY0913_STAMPING: B 123 1957
 KY0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0913
 KY0913  HISTORY     - Date     Condition        Report By
 KY0913  HISTORY     - 1957     MONUMENTED       CGS
 KY0913
 KY0913                          STATION DESCRIPTION
 KY0913
 KY0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0913'2.8 MI NW FROM DALLAS.
 KY0913'ABOUT 2.8 MILES NORTHWEST ALONG DALLAS PIKE FROM THE JUNCTION
 KY0913'OF DALLAS-LIMESTONE ROAD AT DALLAS, AT THE JUNCTION OF MIDDLE
 KY0913'CREEK ROAD AND DALLAS PIKE LEADING SOUTH, AT MIDDLE CREEK SCHOOL,
 KY0913'SET VERTICALLY IN THE WEST FACE OF TAN BRICK WORK OF MIDDLE CREEK
 KY0913'SCHOOL, 2 1/2 FEET SOUTH OF NORTHWEST CORNER OF MAIN BUILDING AND 52
 KY0913'FEET NORTH OF CENTER OF MAIN ENTRANCE, AND 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0742 ***********************************************************************
 JX0742  DESIGNATION -  B 124
 JX0742  PID         -  JX0742
 JX0742  STATE/COUNTY-  WV/MARSHALL
 JX0742  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0742
 JX0742                         *CURRENT SURVEY CONTROL
 JX0742  ___________________________________________________________________
 JX0742* NAD 83(1986)-  39 56 19.     (N)    080 38 54.     (W)     SCALED    
 JX0742* NAVD 88     -       409.434  (meters)    1343.28   (feet)  ADJUSTED  
 JX0742  ___________________________________________________________________
 JX0742  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX0742  DYNAMIC HT  -         409.194 (meters)    1342.50  (feet)  COMP
 JX0742  MODELED GRAV-     980,027.8   (mgal)                       NAVD 88
 JX0742
 JX0742  VERT ORDER  -  SECOND    CLASS 0
 JX0742
 JX0742.The horizontal coordinates were scaled from a topographic map and have
 JX0742.an estimated accuracy of +/- 6 seconds.
 JX0742
 JX0742.The orthometric height was determined by differential leveling
 JX0742.and adjusted by the National Geodetic Survey in June 1991..
 JX0742
 JX0742.The geoid height was determined by GEOID03.
 JX0742
 JX0742.The dynamic height is computed by dividing the NAVD 88
 JX0742.geopotential number by the normal gravity value computed on the
 JX0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0742.degrees latitude (g = 980.6199 gals.).
 JX0742
 JX0742.The modeled gravity was interpolated from observed gravity values.
 JX0742
 JX0742;                    North         East    Units  Estimated Accuracy
 JX0742;SPC WV N     -   160,340.      501,860.      MT  (+/- 180 meters Scaled)
 JX0742
 JX0742                          SUPERSEDED SURVEY CONTROL
 JX0742
 JX0742  NGVD 29 (??/??/92)  409.578  (m)         1343.76   (f) ADJ UNCH    2 0
 JX0742
 JX0742.Superseded values are not recommended for survey control.
 JX0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0742.See file dsdata.txt to determine how the superseded data were derived.
 JX0742
 JX0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE300210(NAD 83)
 JX0742_MARKER: DB = BENCH MARK DISK
 JX0742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0742_SP_SET: BUILDING
 JX0742_STAMPING: B 124 1957
 JX0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX0742+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2004
 JX0742
 JX0742  HISTORY     - Date     Condition        Report By
 JX0742  HISTORY     - 1957     MONUMENTED       CGS
 JX0742  HISTORY     - 1983     GOOD             NGS
 JX0742  HISTORY     - 20040523 GOOD             USPSQD
 JX0742
 JX0742                          STATION DESCRIPTION
 JX0742
 JX0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0742'AT LIMESTONE.
 JX0742'AT LIMESTONE, ALONG U.S. HIGHWAY 250, AT THE NORTHWEST CITY LIMITS,
 JX0742'SET VETICALLY IN THE SOUTH FACE OF 2 1/2-STORY BUILDING OF
 JX0742'WASHINGTON DISTRICT COSOLIDATED SCHOOL, 75 FEET NORTH OF CENTER
 JX0742'LINE OF HIGHWAY, 2.1 FEET WEST OF SOUTHEAST CORNER OF BUILDING AND
 JX0742'1 FOOT ABOVE GROUND.
 JX0742
 JX0742                          STATION RECOVERY (1983)
 JX0742
 JX0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0742'RECOVERED IN GOOD CONDITION.
 JX0742
 JX0742                          STATION RECOVERY (2004)
 JX0742
 JX0742'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0765 ***********************************************************************
 JX0765  DESIGNATION -  B 125
 JX0765  PID         -  JX0765
 JX0765  STATE/COUNTY-  WV/MARSHALL
 JX0765  USGS QUAD   -  MAJORSVILLE (1988)
 JX0765
 JX0765                         *CURRENT SURVEY CONTROL
 JX0765  ___________________________________________________________________
 JX0765* NAD 83(1986)-  39 55 37.     (N)    080 32 11.     (W)     SCALED    
 JX0765* NAVD 88     -       412.423  (meters)    1353.09   (feet)  ADJUSTED  
 JX0765  ___________________________________________________________________
 JX0765  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX0765  DYNAMIC HT  -         412.183 (meters)    1352.30  (feet)  COMP
 JX0765  MODELED GRAV-     980,030.9   (mgal)                       NAVD 88
 JX0765
 JX0765  VERT ORDER  -  SECOND    CLASS 0
 JX0765
 JX0765.The horizontal coordinates were scaled from a topographic map and have
 JX0765.an estimated accuracy of +/- 6 seconds.
 JX0765
 JX0765.The orthometric height was determined by differential leveling
 JX0765.and adjusted by the National Geodetic Survey in June 1991..
 JX0765
 JX0765.The geoid height was determined by GEOID03.
 JX0765
 JX0765.The dynamic height is computed by dividing the NAVD 88
 JX0765.geopotential number by the normal gravity value computed on the
 JX0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0765.degrees latitude (g = 980.6199 gals.).
 JX0765
 JX0765.The modeled gravity was interpolated from observed gravity values.
 JX0765
 JX0765;                    North         East    Units  Estimated Accuracy
 JX0765;SPC WV N     -   158,930.      511,410.      MT  (+/- 180 meters Scaled)
 JX0765
 JX0765                          SUPERSEDED SURVEY CONTROL
 JX0765
 JX0765  NGVD 29 (??/??/92)  412.562  (m)         1353.55   (f) ADJ UNCH    2 0
 JX0765
 JX0765.Superseded values are not recommended for survey control.
 JX0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0765.See file dsdata.txt to determine how the superseded data were derived.
 JX0765
 JX0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE396197(NAD 83)
 JX0765_MARKER: DB = BENCH MARK DISK
 JX0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0765_STAMPING: B 125 1957
 JX0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0765+STABILITY: SURFACE MOTION
 JX0765
 JX0765  HISTORY     - Date     Condition        Report By
 JX0765  HISTORY     - 1957     MONUMENTED       CGS
 JX0765
 JX0765                          STATION DESCRIPTION
 JX0765
 JX0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0765'1.1 MI S FROM CALIS.
 JX0765'ABOUT 1.1 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO ROCKLICK
 JX0765'FROM THE CHURCH AND CEMETERY AT CALIS, ABOUT 0.95 MILE SOUTH OF
 JX0765'MOUNT HOPE CONSOLIDATED SCHOOL, NEAR THE NORTHWEST END OF A CUT,
 JX0765'182 FEET SOUTHEAST OF THE JUNCTION OF ROAD AND A FIELD ROAD, 19
 JX0765'FEET SOUTHWEST OF CENTER LINE OF ROAD, 2 FEET SOUTHWEST OF A
 JX0765'WHITE CONCRETE WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD
 JX0765'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0597 ***********************************************************************
 JX0597  DESIGNATION -  B 126
 JX0597  PID         -  JX0597
 JX0597  STATE/COUNTY-  WV/WETZEL
 JX0597  USGS QUAD   -  LITTLETON (1976)
 JX0597
 JX0597                         *CURRENT SURVEY CONTROL
 JX0597  ___________________________________________________________________
 JX0597* NAD 83(1986)-  39 41 57.     (N)    080 32 02.     (W)     SCALED    
 JX0597* NAVD 88     -       291.168  (meters)     955.27   (feet)  ADJUSTED  
 JX0597  ___________________________________________________________________
 JX0597  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JX0597  DYNAMIC HT  -         290.997 (meters)     954.71  (feet)  COMP
 JX0597  MODELED GRAV-     980,035.0   (mgal)                       NAVD 88
 JX0597
 JX0597  VERT ORDER  -  SECOND    CLASS 0
 JX0597
 JX0597.The horizontal coordinates were scaled from a topographic map and have
 JX0597.an estimated accuracy of +/- 6 seconds.
 JX0597
 JX0597.The orthometric height was determined by differential leveling
 JX0597.and adjusted by the National Geodetic Survey in June 1991..
 JX0597
 JX0597.The geoid height was determined by GEOID03.
 JX0597
 JX0597.The dynamic height is computed by dividing the NAVD 88
 JX0597.geopotential number by the normal gravity value computed on the
 JX0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0597.degrees latitude (g = 980.6199 gals.).
 JX0597
 JX0597.The modeled gravity was interpolated from observed gravity values.
 JX0597
 JX0597;                    North         East    Units  Estimated Accuracy
 JX0597;SPC WV N     -   133,640.      511,330.      MT  (+/- 180 meters Scaled)
 JX0597
 JX0597                          SUPERSEDED SURVEY CONTROL
 JX0597
 JX0597  NGVD 29 (??/??/92)  291.318  (m)          955.77   (f) ADJ UNCH    2 0
 JX0597
 JX0597.Superseded values are not recommended for survey control.
 JX0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0597.See file dsdata.txt to determine how the superseded data were derived.
 JX0597
 JX0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND399944(NAD 83)
 JX0597_MARKER: DB = BENCH MARK DISK
 JX0597_SETTING: 66 = SET IN ROCK OUTCROP
 JX0597_SP_SET: ROCK OUTCROP
 JX0597_STAMPING: B 126 1957
 JX0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0597+STABILITY: POSITION/ELEVATION WELL
 JX0597
 JX0597  HISTORY     - Date     Condition        Report By
 JX0597  HISTORY     - 1957     MONUMENTED       CGS
 JX0597
 JX0597                          STATION DESCRIPTION
 JX0597
 JX0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0597'2.2 MI W FROM LITTLETON.
 JX0597'ABOUT 1.15 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 JX0597'OFFICE AT LITTLETON, THENCE ABOUT 1.0 MILES WEST AND SOUTH ALONG
 JX0597'COUNTY ROAD NO. 9, ABOUT 0.25 MILE SOUTH OF JUNCTION OF A
 JX0597'ROAD WEST AND SOUTHWEST, SET VERTICALLY IN SOUTHWEST FACE OF A
 JX0597'PROJECTION OF ROCK WHICH IS LOCATED NEAR THE SOUTHEAST END OF A
 JX0597'CUT, 19 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 61 FEET
 JX0597'NORTHWEST OF NORTHEAST END OF A 12-INCH PIPE CULVERT, AND ABOUT
 JX0597'4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0698 ***********************************************************************
 JX0698  DESIGNATION -  B 127
 JX0698  PID         -  JX0698
 JX0698  STATE/COUNTY-  WV/MARSHALL
 JX0698  USGS QUAD   -  LITTLETON (1976)
 JX0698
 JX0698                         *CURRENT SURVEY CONTROL
 JX0698  ___________________________________________________________________
 JX0698* NAD 83(1986)-  39 44 43.     (N)    080 36 21.     (W)     SCALED    
 JX0698* NAVD 88     -       405.320  (meters)    1329.79   (feet)  ADJUSTED  
 JX0698  ___________________________________________________________________
 JX0698  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JX0698  DYNAMIC HT  -         405.087 (meters)    1329.02  (feet)  COMP
 JX0698  MODELED GRAV-     980,039.0   (mgal)                       NAVD 88
 JX0698
 JX0698  VERT ORDER  -  SECOND    CLASS 0
 JX0698
 JX0698.The horizontal coordinates were scaled from a topographic map and have
 JX0698.an estimated accuracy of +/- 6 seconds.
 JX0698
 JX0698.The orthometric height was determined by differential leveling
 JX0698.and adjusted by the National Geodetic Survey in June 1991..
 JX0698
 JX0698.The geoid height was determined by GEOID03.
 JX0698
 JX0698.The dynamic height is computed by dividing the NAVD 88
 JX0698.geopotential number by the normal gravity value computed on the
 JX0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0698.degrees latitude (g = 980.6199 gals.).
 JX0698
 JX0698.The modeled gravity was interpolated from observed gravity values.
 JX0698
 JX0698;                    North         East    Units  Estimated Accuracy
 JX0698;SPC WV N     -   138,830.      505,230.      MT  (+/- 180 meters Scaled)
 JX0698
 JX0698                          SUPERSEDED SURVEY CONTROL
 JX0698
 JX0698  NGVD 29 (??/??/92)  405.457  (m)         1330.24   (f) ADJ UNCH    2 0
 JX0698
 JX0698.Superseded values are not recommended for survey control.
 JX0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0698.See file dsdata.txt to determine how the superseded data were derived.
 JX0698
 JX0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND337995(NAD 83)
 JX0698_MARKER: DB = BENCH MARK DISK
 JX0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0698_STAMPING: B 127 1957
 JX0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0698+STABILITY: SURFACE MOTION
 JX0698
 JX0698  HISTORY     - Date     Condition        Report By
 JX0698  HISTORY     - 1957     MONUMENTED       CGS
 JX0698
 JX0698                          STATION DESCRIPTION
 JX0698
 JX0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0698'5.7 MI NE FROM SILVER HILL.
 JX0698'ABOUT 4.05 MILES NORTHEAST ALONG STATE HIGHWAY 89 FROM THE
 JX0698'BRIDGE OVER LAUREL RUN AND POST OFFICE AT SILVER HILL, THENCE
 JX0698'ABOUT 1.65 MILE NORTH ALONG A GRAVEL ROAD, ON THE OUTSIDE OF A
 JX0698'CURVE IN ROAD, 31 FEET SOUTHEAST OF CENTER LINE OF ROAD, 122 1/2
 JX0698'FEET NORTHWEST OF NORTH CORNER OF A TWO-STORY FRAME HOUSE, 4 FEET
 JX0698'SOUTHEAST OF A FENCE CORNER, 1 FOOT SOUTHWEST OF A FENCE LINE,
 JX0698'22 FEET NORTHEAST OF CENTER LINE OF A DRIVE WAY, 2 FEET NORTHWEST
 JX0698'OF A CONCRETE WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF ROAD AND
 JX0698'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0711 ***********************************************************************
 JX0711  DESIGNATION -  B 128
 JX0711  PID         -  JX0711
 JX0711  STATE/COUNTY-  WV/MARSHALL
 JX0711  USGS QUAD   -  POWHATAN POINT (1984)
 JX0711
 JX0711                         *CURRENT SURVEY CONTROL
 JX0711  ___________________________________________________________________
 JX0711* NAD 83(1986)-  39 48 54.     (N)    080 47 31.     (W)     SCALED    
 JX0711* NAVD 88     -       212.446  (meters)     697.00   (feet)  ADJUSTED  
 JX0711  ___________________________________________________________________
 JX0711  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JX0711  DYNAMIC HT  -         212.328 (meters)     696.61  (feet)  COMP
 JX0711  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 JX0711
 JX0711  VERT ORDER  -  SECOND    CLASS 0
 JX0711
 JX0711.The horizontal coordinates were scaled from a topographic map and have
 JX0711.an estimated accuracy of +/- 6 seconds.
 JX0711
 JX0711.The orthometric height was determined by differential leveling
 JX0711.and adjusted by the National Geodetic Survey in June 1991..
 JX0711
 JX0711.The geoid height was determined by GEOID03.
 JX0711
 JX0711.The dynamic height is computed by dividing the NAVD 88
 JX0711.geopotential number by the normal gravity value computed on the
 JX0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0711.degrees latitude (g = 980.6199 gals.).
 JX0711
 JX0711.The modeled gravity was interpolated from observed gravity values.
 JX0711
 JX0711;                    North         East    Units  Estimated Accuracy
 JX0711;SPC WV N     -   146,780.      489,390.      MT  (+/- 180 meters Scaled)
 JX0711
 JX0711                          SUPERSEDED SURVEY CONTROL
 JX0711
 JX0711  NGVD 29 (??/??/92)  212.587  (m)          697.46   (f) ADJ UNCH    2 0
 JX0711
 JX0711.Superseded values are not recommended for survey control.
 JX0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0711.See file dsdata.txt to determine how the superseded data were derived.
 JX0711
 JX0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE178072(NAD 83)
 JX0711_MARKER: DB = BENCH MARK DISK
 JX0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0711_SP_SET: BUILDING
 JX0711_STAMPING: B 128 1957
 JX0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0711
 JX0711  HISTORY     - Date     Condition        Report By
 JX0711  HISTORY     - 1957     MONUMENTED       CGS
 JX0711  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0711
 JX0711                          STATION DESCRIPTION
 JX0711
 JX0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0711'AT GRAYSVILLE.
 JX0711'AT GRAYSVILLE, AT THE SCHOOL, SET VERTICALLY IN THE FOUNDATION
 JX0711'OF THE WEST SIDE OF THE OLD PORTION OF SCHOOL, SOUTH OF THE
 JX0711'NEW WING TO BUILDING, 8 FEET NORTH OF DOOR TO FURNACE ROOM, 68
 JX0711'FEET NORTHEAST OF CENTER LINE OF ROAD, 10 FEET SOUTH OF CENTER
 JX0711'OF DOUBLE DOORS TO FRONT ENTRANCE AND 1 FOOT ABOVE GROUND.
 JX0711
 JX0711                          STATION RECOVERY (1983)
 JX0711
 JX0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0711'NOT RECOVERED, MARK IS BELIEVED TO EXIST BUT IS INACCESSIBLE AS A
 JX0711'FURNACE FUEL TANK HAS BEEN PLACED AT THE MARK LOCATION AND ENCLOSED
 JX0711'WITH CONCRETE BLOCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0612 ***********************************************************************
 JX0612  DESIGNATION -  B 129
 JX0612  PID         -  JX0612
 JX0612  STATE/COUNTY-  WV/WETZEL
 JX0612  USGS QUAD   -  PINE GROVE (1976)
 JX0612
 JX0612                         *CURRENT SURVEY CONTROL
 JX0612  ___________________________________________________________________
 JX0612* NAD 83(1986)-  39 37 11.     (N)    080 37 52.     (W)     SCALED    
 JX0612* NAVD 88     -       273.778  (meters)     898.22   (feet)  ADJUSTED  
 JX0612  ___________________________________________________________________
 JX0612  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JX0612  DYNAMIC HT  -         273.618 (meters)     897.70  (feet)  COMP
 JX0612  MODELED GRAV-     980,034.3   (mgal)                       NAVD 88
 JX0612
 JX0612  VERT ORDER  -  SECOND    CLASS 0
 JX0612
 JX0612.The horizontal coordinates were scaled from a topographic map and have
 JX0612.an estimated accuracy of +/- 6 seconds.
 JX0612
 JX0612.The orthometric height was determined by differential leveling
 JX0612.and adjusted by the National Geodetic Survey in June 1991..
 JX0612
 JX0612.The geoid height was determined by GEOID03.
 JX0612
 JX0612.The dynamic height is computed by dividing the NAVD 88
 JX0612.geopotential number by the normal gravity value computed on the
 JX0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0612.degrees latitude (g = 980.6199 gals.).
 JX0612
 JX0612.The modeled gravity was interpolated from observed gravity values.
 JX0612
 JX0612;                    North         East    Units  Estimated Accuracy
 JX0612;SPC WV N     -   124,920.      502,890.      MT  (+/- 180 meters Scaled)
 JX0612
 JX0612                          SUPERSEDED SURVEY CONTROL
 JX0612
 JX0612  NGVD 29 (??/??/92)  273.934  (m)          898.73   (f) ADJ UNCH    2 0
 JX0612
 JX0612.Superseded values are not recommended for survey control.
 JX0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0612.See file dsdata.txt to determine how the superseded data were derived.
 JX0612
 JX0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND316856(NAD 83)
 JX0612_MARKER: DB = BENCH MARK DISK
 JX0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0612_SP_SET: BRIDGE
 JX0612_STAMPING: B 129 1957
 JX0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0612
 JX0612  HISTORY     - Date     Condition        Report By
 JX0612  HISTORY     - 1957     MONUMENTED       CGS
 JX0612
 JX0612                          STATION DESCRIPTION
 JX0612
 JX0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0612'2.8 MI SE FROM WILEYVILLE.
 JX0612'ABOUT 2.85 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE CHURCH
 JX0612'OF CHRIST AT WILEYVILLE, NEAR THE JUNCTION OF A ROAD LEADING
 JX0612'NORTHEAST ALONG HONEY RUN, IN THE TOP OF THE NORTHEAST WING WALL
 JX0612'OF A 15-FOOT CONCRETE BRIDGE OVER HONEY RUN, 15 FEET NORTH OF
 JX0612'CENTER LINE OF HIGHWAY, 92 FEET EAST OF CENTER OF JUNCTION OF
 JX0612'ROAD NORTHEAST AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0579 ***********************************************************************
 JX0579  DESIGNATION -  B 130
 JX0579  PID         -  JX0579
 JX0579  STATE/COUNTY-  WV/WETZEL
 JX0579  USGS QUAD   -  WILEYVILLE (1976)
 JX0579
 JX0579                         *CURRENT SURVEY CONTROL
 JX0579  ___________________________________________________________________
 JX0579* NAD 83(1986)-  39 39 23.     (N)    080 43 18.     (W)     SCALED    
 JX0579* NAVD 88     -       423.424  (meters)    1389.18   (feet)  ADJUSTED  
 JX0579  ___________________________________________________________________
 JX0579  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JX0579  DYNAMIC HT  -         423.175 (meters)    1388.37  (feet)  COMP
 JX0579  MODELED GRAV-     980,024.5   (mgal)                       NAVD 88
 JX0579
 JX0579  VERT ORDER  -  SECOND    CLASS 0
 JX0579
 JX0579.The horizontal coordinates were scaled from a topographic map and have
 JX0579.an estimated accuracy of +/- 6 seconds.
 JX0579
 JX0579.The orthometric height was determined by differential leveling
 JX0579.and adjusted by the National Geodetic Survey in June 1991..
 JX0579
 JX0579.The geoid height was determined by GEOID03.
 JX0579
 JX0579.The dynamic height is computed by dividing the NAVD 88
 JX0579.geopotential number by the normal gravity value computed on the
 JX0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0579.degrees latitude (g = 980.6199 gals.).
 JX0579
 JX0579.The modeled gravity was interpolated from observed gravity values.
 JX0579
 JX0579;                    North         East    Units  Estimated Accuracy
 JX0579;SPC WV N     -   129,090.      495,170.      MT  (+/- 180 meters Scaled)
 JX0579
 JX0579                          SUPERSEDED SURVEY CONTROL
 JX0579
 JX0579  NGVD 29 (??/??/92)  423.581  (m)         1389.70   (f) ADJ UNCH    2 0
 JX0579
 JX0579.Superseded values are not recommended for survey control.
 JX0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0579.See file dsdata.txt to determine how the superseded data were derived.
 JX0579
 JX0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND238896(NAD 83)
 JX0579_MARKER: DB = BENCH MARK DISK
 JX0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0579_STAMPING: B 130 1957
 JX0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0579+STABILITY: SURFACE MOTION
 JX0579
 JX0579  HISTORY     - Date     Condition        Report By
 JX0579  HISTORY     - 1957     MONUMENTED       CGS
 JX0579
 JX0579                          STATION DESCRIPTION
 JX0579
 JX0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0579'1.4 MI SW FROM NEWDALE.
 JX0579'ABOUT 1.4 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE
 JX0579'JUNCTION OF STATE HIGHWAY 89 AT NEWDALE, ABOUT 0.4 MILE NORTHEAST
 JX0579'OF THE POST OFFICE AT BEBEE, ABOUT 0.15 MILE SOUTH OF THE NORTH
 JX0579'END OF A LARGE CEMETERY, AT THE NORTH CORNER OF THE SCHOOL YARD
 JX0579'AT MT. OLIVE SCHOOL, 26 FEET WEST OF CENTER LINE OF ROAD, 114
 JX0579'FEET NORTH OF NORTHEAST CORNER OF SCHOOL, 11 FEET NORTHEAST OF THE
 JX0579'NORTHEAST ONE OF A ROW OF 14-INCH MAPLE TREES, ABOUT LEVEL WITH
 JX0579'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0866 ***********************************************************************
 JX0866  DESIGNATION -  B 131
 JX0866  PID         -  JX0866
 JX0866  STATE/COUNTY-  WV/TYLER
 JX0866  USGS QUAD   -  BENS RUN (1994)
 JX0866
 JX0866                         *CURRENT SURVEY CONTROL
 JX0866  ___________________________________________________________________
 JX0866* NAD 83(1986)-  39 28 19.     (N)    081 06 14.     (W)     SCALED    
 JX0866* NAVD 88     -       191.217  (meters)     627.35   (feet)  ADJUSTED  
 JX0866  ___________________________________________________________________
 JX0866  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JX0866  DYNAMIC HT  -         191.103 (meters)     626.98  (feet)  COMP
 JX0866  MODELED GRAV-     980,028.6   (mgal)                       NAVD 88
 JX0866
 JX0866  VERT ORDER  -  FIRST     CLASS II
 JX0866
 JX0866.The horizontal coordinates were scaled from a topographic map and have
 JX0866.an estimated accuracy of +/- 6 seconds.
 JX0866
 JX0866.The orthometric height was determined by differential leveling
 JX0866.and adjusted by the National Geodetic Survey in June 1991..
 JX0866
 JX0866.The geoid height was determined by GEOID03.
 JX0866
 JX0866.The dynamic height is computed by dividing the NAVD 88
 JX0866.geopotential number by the normal gravity value computed on the
 JX0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0866.degrees latitude (g = 980.6199 gals.).
 JX0866
 JX0866.The modeled gravity was interpolated from observed gravity values.
 JX0866
 JX0866;                    North         East    Units  Estimated Accuracy
 JX0866;SPC WV N     -   109,130.      462,000.      MT  (+/- 180 meters Scaled)
 JX0866
 JX0866                          SUPERSEDED SURVEY CONTROL
 JX0866
 JX0866  NGVD 29 (??/??/92)  191.415  (m)          628.00   (f) ADJ UNCH    1 2
 JX0866
 JX0866.Superseded values are not recommended for survey control.
 JX0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0866.See file dsdata.txt to determine how the superseded data were derived.
 JX0866
 JX0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD910691(NAD 83)
 JX0866_MARKER: DB = BENCH MARK DISK
 JX0866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0866_SP_SET: RETAINING WALL
 JX0866_STAMPING: B 131 1957
 JX0866_MARK LOGO: CGS   
 JX0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0866
 JX0866  HISTORY     - Date     Condition        Report By
 JX0866  HISTORY     - 1957     MONUMENTED       CGS
 JX0866  HISTORY     - 1983     GOOD             NGS
 JX0866
 JX0866                          STATION DESCRIPTION
 JX0866
 JX0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0866'0.4 MI NE FROM BENS RUN.
 JX0866'ABOUT 0.45 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0866'FROM THE JUNCTION OF STATE HIGHWAY 2 AND BENS RUN ROAD LEADING
 JX0866'EAST AT BENS RUN, AT LONG REACH CHURCH AND CEMETERY, SET VERTICALLY
 JX0866'IN THE SOUTHWEST FACE OF CONCRETE RETAINING WALL AROUND CEMETERY,
 JX0866'52 FEET SOUTHEAST AND ACROSS HIGHWAY 2 FROM THE SOUTHEAST RAIL,
 JX0866'17 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 78 FEET
 JX0866'NORTH-NORTHWEST OF NORTH CORNER OF CHURCH, 2 1/4 FOOT SOUTHEAST
 JX0866'OF WEST CORNER OF RETAINING WALL AND 2 3/4 FEET ABOVE LEVEL OF
 JX0866'HIGHWAY.
 JX0866
 JX0866                          STATION RECOVERY (1983)
 JX0866
 JX0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0886 ***********************************************************************
 JX0886  DESIGNATION -  B 132
 JX0886  PID         -  JX0886
 JX0886  STATE/COUNTY-  WV/PLEASANTS
 JX0886  USGS QUAD   -  WILLOW ISLAND (1994)
 JX0886
 JX0886                         *CURRENT SURVEY CONTROL
 JX0886  ___________________________________________________________________
 JX0886* NAD 83(1986)-  39 22 04.     (N)    081 18 02.     (W)     SCALED    
 JX0886* NAVD 88     -       193.213  (meters)     633.90   (feet)  ADJUSTED  
 JX0886  ___________________________________________________________________
 JX0886  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JX0886  DYNAMIC HT  -         193.096 (meters)     633.52  (feet)  COMP
 JX0886  MODELED GRAV-     980,016.4   (mgal)                       NAVD 88
 JX0886
 JX0886  VERT ORDER  -  FIRST     CLASS II
 JX0886
 JX0886.The horizontal coordinates were scaled from a topographic map and have
 JX0886.an estimated accuracy of +/- 6 seconds.
 JX0886
 JX0886.The orthometric height was determined by differential leveling
 JX0886.and adjusted by the National Geodetic Survey in June 1991..
 JX0886
 JX0886.The geoid height was determined by GEOID03.
 JX0886
 JX0886.The dynamic height is computed by dividing the NAVD 88
 JX0886.geopotential number by the normal gravity value computed on the
 JX0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0886.degrees latitude (g = 980.6199 gals.).
 JX0886
 JX0886.The modeled gravity was interpolated from observed gravity values.
 JX0886
 JX0886;                    North         East    Units  Estimated Accuracy
 JX0886;SPC WV N     -    97,890.      444,850.      MT  (+/- 180 meters Scaled)
 JX0886
 JX0886                          SUPERSEDED SURVEY CONTROL
 JX0886
 JX0886  NGVD 29 (??/??/92)  193.369  (m)          634.41   (f) ADJ UNCH    1 2
 JX0886
 JX0886.Superseded values are not recommended for survey control.
 JX0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0886.See file dsdata.txt to determine how the superseded data were derived.
 JX0886
 JX0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD741576(NAD 83)
 JX0886_MARKER: DB = BENCH MARK DISK
 JX0886_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0886_SP_SET: BUILDING
 JX0886_STAMPING: B 132 1957
 JX0886_MARK LOGO: CGS   
 JX0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0886
 JX0886  HISTORY     - Date     Condition        Report By
 JX0886  HISTORY     - 1957     MONUMENTED       CGS
 JX0886  HISTORY     - 1963     GOOD             NGS
 JX0886  HISTORY     - 1983     GOOD             NGS
 JX0886
 JX0886                          STATION DESCRIPTION
 JX0886
 JX0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0886'2.5 MI SW FROM BELMONT.
 JX0886'ABOUT 2.5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0886'FROM THE JUNCTION OF STATE HIGHWAY 2 AND MAIN STREET AT BELMONT,
 JX0886'ABOUT 0.85 MILE SOUTHWEST OF THE METHODIST CHURCH AT EUREKA, SET
 JX0886'VERTICALLY IN THE NORTH BRICK FACE OF MONONGAHELA POWER COMPNAY
 JX0886'BUILDING, 91 1/2 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK, 1 FOOT
 JX0886'EAST OF NORTHWEST CORNER OF BUILDING AND 2 1/4 FEET ABOVE GROUND.
 JX0886
 JX0886                          STATION RECOVERY (1963)
 JX0886
 JX0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0886'RECOVERED IN GOOD CONDITION.
 JX0886
 JX0886                          STATION RECOVERY (1983)
 JX0886
 JX0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0916 ***********************************************************************
 JX0916  DESIGNATION -  B 133
 JX0916  PID         -  JX0916
 JX0916  STATE/COUNTY-  WV/RITCHIE
 JX0916  USGS QUAD   -  CAIRO (1986)
 JX0916
 JX0916                         *CURRENT SURVEY CONTROL
 JX0916  ___________________________________________________________________
 JX0916* NAD 83(1986)-  39 13 40.     (N)    081 10 28.     (W)     SCALED    
 JX0916* NAVD 88     -       229.747  (meters)     753.76   (feet)  ADJUSTED  
 JX0916  ___________________________________________________________________
 JX0916  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX0916  DYNAMIC HT  -         229.605 (meters)     753.30  (feet)  COMP
 JX0916  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 JX0916
 JX0916  VERT ORDER  -  SECOND    CLASS 0
 JX0916
 JX0916.The horizontal coordinates were scaled from a topographic map and have
 JX0916.an estimated accuracy of +/- 6 seconds.
 JX0916
 JX0916.The orthometric height was determined by differential leveling
 JX0916.and adjusted by the National Geodetic Survey in June 1991..
 JX0916
 JX0916.The geoid height was determined by GEOID03.
 JX0916
 JX0916.The dynamic height is computed by dividing the NAVD 88
 JX0916.geopotential number by the normal gravity value computed on the
 JX0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0916.degrees latitude (g = 980.6199 gals.).
 JX0916
 JX0916.The modeled gravity was interpolated from observed gravity values.
 JX0916
 JX0916;                    North         East    Units  Estimated Accuracy
 JX0916;SPC WV N     -    82,140.      455,430.      MT  (+/- 180 meters Scaled)
 JX0916
 JX0916                          SUPERSEDED SURVEY CONTROL
 JX0916
 JX0916  NGVD 29 (??/??/92)  229.924  (m)          754.34   (f) ADJ UNCH    2 0
 JX0916
 JX0916.Superseded values are not recommended for survey control.
 JX0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0916.See file dsdata.txt to determine how the superseded data were derived.
 JX0916
 JX0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD849420(NAD 83)
 JX0916_MARKER: DB = BENCH MARK DISK
 JX0916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0916_SP_SET: CULVERT
 JX0916_STAMPING: B 133 1957
 JX0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0916
 JX0916  HISTORY     - Date     Condition        Report By
 JX0916  HISTORY     - 1957     MONUMENTED       CGS
 JX0916
 JX0916                          STATION DESCRIPTION
 JX0916
 JX0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0916'1.8 MI NW FROM CAIRO.
 JX0916'ABOUT 1.85 MILES NORTHWEST ALONG STATE HIGHWAY 231 FROM THE
 JX0916'BALTIMORE AND OHIO RAILROAD STATION AT CAIRO, IN THE TOP OF THE
 JX0916'NORTHWEST END OF NORTHEAST CONCRETE HEAD WALL OF A 3-FOOT
 JX0916'CONCRETE BOX CULVERT UNDER HIGHWAY, 13 FEET NORTHEAST OF
 JX0916'CENTER LINE OF HIGHWAY, 60 1/2 FEET WEST OF WEST CORNER OF
 JX0916'PORCH OF A FRAME HOUSE, 1/2 FOOT SOUTHEAST OF NORTHWEST END OF
 JX0916'HEAD WALL AND 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1035 ***********************************************************************
 JX1035  DESIGNATION -  B 134
 JX1035  PID         -  JX1035
 JX1035  STATE/COUNTY-  WV/PLEASANTS
 JX1035  USGS QUAD   -  RAVEN ROCK (1994)
 JX1035
 JX1035                         *CURRENT SURVEY CONTROL
 JX1035  ___________________________________________________________________
 JX1035* NAD 83(1986)-  39 22 33.     (N)    081 11 06.     (W)     SCALED    
 JX1035* NAVD 88     -       341.947  (meters)    1121.87   (feet)  ADJUSTED  
 JX1035  ___________________________________________________________________
 JX1035  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JX1035  DYNAMIC HT  -         341.742 (meters)    1121.20  (feet)  COMP
 JX1035  MODELED GRAV-     980,016.6   (mgal)                       NAVD 88
 JX1035
 JX1035  VERT ORDER  -  SECOND    CLASS 0
 JX1035
 JX1035.The horizontal coordinates were scaled from a topographic map and have
 JX1035.an estimated accuracy of +/- 6 seconds.
 JX1035
 JX1035.The orthometric height was determined by differential leveling
 JX1035.and adjusted by the National Geodetic Survey in June 1991..
 JX1035
 JX1035.The geoid height was determined by GEOID03.
 JX1035
 JX1035.The dynamic height is computed by dividing the NAVD 88
 JX1035.geopotential number by the normal gravity value computed on the
 JX1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1035.degrees latitude (g = 980.6199 gals.).
 JX1035
 JX1035.The modeled gravity was interpolated from observed gravity values.
 JX1035
 JX1035;                    North         East    Units  Estimated Accuracy
 JX1035;SPC WV N     -    98,590.      454,830.      MT  (+/- 180 meters Scaled)
 JX1035
 JX1035                          SUPERSEDED SURVEY CONTROL
 JX1035
 JX1035  NGVD 29 (??/??/92)  342.111  (m)         1122.41   (f) ADJ UNCH    2 0
 JX1035
 JX1035.Superseded values are not recommended for survey control.
 JX1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1035.See file dsdata.txt to determine how the superseded data were derived.
 JX1035
 JX1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD840585(NAD 83)
 JX1035_MARKER: DB = BENCH MARK DISK
 JX1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1035_STAMPING: B 134 1957
 JX1035_MARK LOGO: CGS   
 JX1035_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1035+STABILITY: SURFACE MOTION
 JX1035
 JX1035  HISTORY     - Date     Condition        Report By
 JX1035  HISTORY     - 1957     MONUMENTED       CGS
 JX1035  HISTORY     - 1963     GOOD             NGS
 JX1035  HISTORY     - 19820615 GOOD             NGS
 JX1035  HISTORY     - 1983     GOOD             NGS
 JX1035
 JX1035                          STATION DESCRIPTION
 JX1035
 JX1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1035'1.8 MI SE FROM ST MARYS.
 JX1035'ABOUT 1.85 MILES SOUTHEAST ALONG U.S. ALTERNATE HIGHWAY 50 FROM
 JX1035'THE JUNCTION OF STATE HIGHWAY 2 AT ST. MARYS, ABOUT 0.65 MILE
 JX1035'SOUTHEAST OF JUNCTION OF OLD STATE HIGHWAY 16, 56 FEET SOUTHWEST
 JX1035'OF CENTER LINE OF HIGHWAY, 153 FEET SOUTHEAST OF EAST CORNER OF
 JX1035'SULLIVANS GROCERY STORE AND SERVICE STATION, 74 1/2 FEET
 JX1035'EAST-NORTHEAST OF EAST CORNER OF A SMALL FRAME HOUSE, 64 FEET
 JX1035'EAST-NORTHEAST OF A WELL WITH PUMP, 24 1/2 FEET SOUTH-SOUTHEAST
 JX1035'OF NORTHEAST END OF A CONCRETE WALK, 9 1/2 FEET SOUTHWEST OF
 JX1035'SOUTHWEST EDGE OF OLD HIGHWAY PAVEMENT, IN A FENCE CORNER,
 JX1035'ABOUT 3 1/2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF
 JX1035'A CONCRETE POST PROJECTING 1 INCH.
 JX1035
 JX1035                          STATION RECOVERY (1963)
 JX1035
 JX1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1035'RECOVERED IN GOOD CONDITION.
 JX1035
 JX1035                          STATION RECOVERY (1982)
 JX1035
 JX1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JX1035'THE STATION IS LOCATED ALONG THE S SIDE OF STATE HIGHWAY 16 WHICH IS
 JX1035'ABOUT 3 KM (1.85 MI) E OF ST MARYS.  OWNERSHIP --ROAD RIGHT OF WAY. TO
 JX1035'REACH FROM THE INTERSECTION OF US HIGHWAY ALTERNATE, STATE HIGHWAYS 2
 JX1035'AND 16 AT THE ST MARYS HIGH SCHOOL, GO EASTERLY ON US HIGHWAY 50 AND
 JX1035'STATE HIGHWAY 2 FOR 3.4 KM (2.10 MI) TO STATION ON THE RIGHT.  THE
 JX1035'STATION MARK IS A STANDARD CGS BENCH MARK DISK STAMPED B 134 1957 SET
 JX1035'IN THE TOP OF A 30 CM ROUND CONCRETE POST PROJECTING 30 CM.  IT IS
 JX1035'38.7 METERS (127.0 FT) E OF THE E END OF A GAS STATION, 17.1 METERS
 JX1035'(56.1 FT) S OF THE CENTER OF THE HIGHWAY, 0.8 METER (2.6 FT) N OF THE
 JX1035'N END OF A WOOD FENCE AND 0.3 METER (1.0 FT) N OF A WITNESS POST.
 JX1035
 JX1035                          STATION RECOVERY (1983)
 JX1035
 JX1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0381 ***********************************************************************
 JX0381  DESIGNATION -  B 135
 JX0381  PID         -  JX0381
 JX0381  STATE/COUNTY-  WV/TYLER
 JX0381  USGS QUAD   -  SHIRLEY (1989)
 JX0381
 JX0381                         *CURRENT SURVEY CONTROL
 JX0381  ___________________________________________________________________
 JX0381* NAD 83(1986)-  39 24 22.     (N)    080 46 00.     (W)     SCALED    
 JX0381* NAVD 88     -       224.620  (meters)     736.94   (feet)  ADJUSTED  
 JX0381  ___________________________________________________________________
 JX0381  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JX0381  DYNAMIC HT  -         224.485 (meters)     736.50  (feet)  COMP
 JX0381  MODELED GRAV-     980,022.4   (mgal)                       NAVD 88
 JX0381
 JX0381  VERT ORDER  -  SECOND    CLASS 0
 JX0381
 JX0381.The horizontal coordinates were scaled from a topographic map and have
 JX0381.an estimated accuracy of +/- 6 seconds.
 JX0381
 JX0381.The orthometric height was determined by differential leveling
 JX0381.and adjusted by the National Geodetic Survey in June 1991..
 JX0381
 JX0381.The geoid height was determined by GEOID03.
 JX0381
 JX0381.The dynamic height is computed by dividing the NAVD 88
 JX0381.geopotential number by the normal gravity value computed on the
 JX0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0381.degrees latitude (g = 980.6199 gals.).
 JX0381
 JX0381.The modeled gravity was interpolated from observed gravity values.
 JX0381
 JX0381;                    North         East    Units  Estimated Accuracy
 JX0381;SPC WV N     -   101,360.      490,910.      MT  (+/- 180 meters Scaled)
 JX0381
 JX0381                          SUPERSEDED SURVEY CONTROL
 JX0381
 JX0381  NGVD 29 (??/??/92)  224.782  (m)          737.47   (f) ADJ UNCH    2 0
 JX0381
 JX0381.Superseded values are not recommended for survey control.
 JX0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0381.See file dsdata.txt to determine how the superseded data were derived.
 JX0381
 JX0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND200618(NAD 83)
 JX0381_MARKER: DB = BENCH MARK DISK
 JX0381_SETTING: 66 = SET IN ROCK OUTCROP
 JX0381_SP_SET: SHELF
 JX0381_STAMPING: B 135 1957
 JX0381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0381+STABILITY: POSITION/ELEVATION WELL
 JX0381
 JX0381  HISTORY     - Date     Condition        Report By
 JX0381  HISTORY     - 1957     MONUMENTED       CGS
 JX0381
 JX0381                          STATION DESCRIPTION
 JX0381
 JX0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0381'0.8 MI N FROM SHIRLEY.
 JX0381'ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY 23 FROM THE POST OFFICE
 JX0381'AT SHIRLEY, IN THE TOP OF A SHELF ON THE SOUTHWEST SIDE OF AN
 JX0381'OUTCROPPING SANDSTONE LEDGE ABOUT 20 BY 5 FEET, 41 FEET
 JX0381'NORTHEAST OF CENTER LINE OF HIGHWAY, 54 FEET EAST OF NORTHEAST
 JX0381'END OF A 24-INCH CONCRETE PIPE CULVERT UNDER HIGHWAY, 1 3/4
 JX0381'FEET EAST AND ABOUT LEVEL WITH TOP POINT OF A 12-INCH TRIANGLE
 JX0381'CHISELED IN FACE OF LEDGE, 3 1/2 FEET NORTHEAST OF A 7-INCH
 JX0381'SYCAMORE TREE AND ABOUT 9 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0463 ***********************************************************************
 JX0463  DESIGNATION -  B 136
 JX0463  PID         -  JX0463
 JX0463  STATE/COUNTY-  WV/TYLER
 JX0463  USGS QUAD   -  PADEN CITY (1994)
 JX0463
 JX0463                         *CURRENT SURVEY CONTROL
 JX0463  ___________________________________________________________________
 JX0463* NAD 83(1986)-  39 33 53.     (N)    080 59 40.     (W)     SCALED    
 JX0463* NAVD 88     -       198.666  (meters)     651.79   (feet)  ADJUSTED  
 JX0463  ___________________________________________________________________
 JX0463  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JX0463  DYNAMIC HT  -         198.550 (meters)     651.41  (feet)  COMP
 JX0463  MODELED GRAV-     980,039.0   (mgal)                       NAVD 88
 JX0463
 JX0463  VERT ORDER  -  FIRST     CLASS II
 JX0463
 JX0463.The horizontal coordinates were scaled from a topographic map and have
 JX0463.an estimated accuracy of +/- 6 seconds.
 JX0463
 JX0463.The orthometric height was determined by differential leveling
 JX0463.and adjusted by the National Geodetic Survey in June 1991..
 JX0463
 JX0463.The geoid height was determined by GEOID03.
 JX0463
 JX0463.The dynamic height is computed by dividing the NAVD 88
 JX0463.geopotential number by the normal gravity value computed on the
 JX0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0463.degrees latitude (g = 980.6199 gals.).
 JX0463
 JX0463.The modeled gravity was interpolated from observed gravity values.
 JX0463
 JX0463;                    North         East    Units  Estimated Accuracy
 JX0463;SPC WV N     -   119,270.      471,590.      MT  (+/- 180 meters Scaled)
 JX0463
 JX0463                          SUPERSEDED SURVEY CONTROL
 JX0463
 JX0463  NGVD 29 (??/??/92)  198.819  (m)          652.29   (f) ADJ UNCH    1 2
 JX0463
 JX0463.Superseded values are not recommended for survey control.
 JX0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0463.See file dsdata.txt to determine how the superseded data were derived.
 JX0463
 JX0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND004794(NAD 83)
 JX0463_MARKER: DB = BENCH MARK DISK
 JX0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0463_SP_SET: BUILDING
 JX0463_STAMPING: B 136 1957
 JX0463_MARK LOGO: CGS   
 JX0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0463+STABILITY: POSITION/ELEVATION WELL
 JX0463
 JX0463  HISTORY     - Date     Condition        Report By
 JX0463  HISTORY     - 1957     MONUMENTED       CGS
 JX0463  HISTORY     - 1983     GOOD             NGS
 JX0463
 JX0463                          STATION DESCRIPTION
 JX0463
 JX0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0463'AT SISTERVILLE.
 JX0463'AT SISTERVILLE, AT THE POST OFFICE, SET VERTICALLY IN THE SOUTH
 JX0463'FACE AT SOUTHWEST CORNER OF POST OFFICE BUILDING, 21 FEET EAST
 JX0463'OF STREET CURB, 18.2 FEET NORTHWEST OF SOUTHWEST CORNER OF
 JX0463'LOADING PLATFORM, 1.2 FEET EAST OF SOUTHWEST CORNER OF BUILDING.
 JX0463
 JX0463                          STATION RECOVERY (1983)
 JX0463
 JX0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0794 ***********************************************************************
 JX0794  DESIGNATION -  B 137
 JX0794  PID         -  JX0794
 JX0794  STATE/COUNTY-  WV/TYLER
 JX0794  USGS QUAD   -  PINE GROVE (1976)
 JX0794
 JX0794                         *CURRENT SURVEY CONTROL
 JX0794  ___________________________________________________________________
 JX0794* NAD 83(1986)-  39 30 05.     (N)    080 44 20.     (W)     SCALED    
 JX0794* NAVD 88     -       382.330  (meters)    1254.36   (feet)  ADJUSTED  
 JX0794  ___________________________________________________________________
 JX0794  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JX0794  DYNAMIC HT  -         382.107 (meters)    1253.63  (feet)  COMP
 JX0794  MODELED GRAV-     980,032.8   (mgal)                       NAVD 88
 JX0794
 JX0794  VERT ORDER  -  SECOND    CLASS 0
 JX0794
 JX0794.The horizontal coordinates were scaled from a topographic map and have
 JX0794.an estimated accuracy of +/- 6 seconds.
 JX0794
 JX0794.The orthometric height was determined by differential leveling
 JX0794.and adjusted by the National Geodetic Survey in June 1991..
 JX0794
 JX0794.The geoid height was determined by GEOID03.
 JX0794
 JX0794.The dynamic height is computed by dividing the NAVD 88
 JX0794.geopotential number by the normal gravity value computed on the
 JX0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0794.degrees latitude (g = 980.6199 gals.).
 JX0794
 JX0794.The modeled gravity was interpolated from observed gravity values.
 JX0794
 JX0794;                    North         East    Units  Estimated Accuracy
 JX0794;SPC WV N     -   111,910.      493,450.      MT  (+/- 180 meters Scaled)
 JX0794
 JX0794                          SUPERSEDED SURVEY CONTROL
 JX0794
 JX0794  NGVD 29 (??/??/92)  382.493  (m)         1254.90   (f) ADJ UNCH    2 0
 JX0794
 JX0794.Superseded values are not recommended for survey control.
 JX0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0794.See file dsdata.txt to determine how the superseded data were derived.
 JX0794
 JX0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND224724(NAD 83)
 JX0794_MARKER: DB = BENCH MARK DISK
 JX0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0794_STAMPING: B 137 1957
 JX0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0794+STABILITY: SURFACE MOTION
 JX0794
 JX0794  HISTORY     - Date     Condition        Report By
 JX0794  HISTORY     - 1957     MONUMENTED       CGS
 JX0794
 JX0794                          STATION DESCRIPTION
 JX0794
 JX0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0794'0.7 MI S FROM ATWOOD.
 JX0794'ABOUT 0.7 MILE SOUTH ALONG A ROAD WHICH ROUGHLY FOLLOWS THE
 JX0794'WETZEL-TYLER COUNTY LINE FROM THE JUNCTION OF CROW RUN ROAD
 JX0794'AT ATWOOD, AT AN S CURVE IN ROAD AND IN A GAP BETWEEN TWO
 JX0794'RIDGES, 23 FEET SOUTHEAST OF CENTER LINE OF ROAD, 42 FEET
 JX0794'NORTHEAST OF CENTER OF JUNCTION OF A ROAD WEST, 10 FEET EAST
 JX0794'OF CENTER LINE OF A TRAIL LEADING SOUTH AND UPHILL, 5 FEET
 JX0794'WEST-NORTHWEST OF A FENCE CORNER, 2 FEET WEST OF A CONCRETE
 JX0794'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX0794'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0479 ***********************************************************************
 JX0479  DESIGNATION -  B 138
 JX0479  PID         -  JX0479
 JX0479  STATE/COUNTY-  WV/MARSHALL
 JX0479  USGS QUAD   -  POWHATAN POINT (1984)
 JX0479
 JX0479                         *CURRENT SURVEY CONTROL
 JX0479  ___________________________________________________________________
 JX0479* NAD 83(1986)-  39 48 07.     (N)    080 49 05.     (W)     SCALED    
 JX0479* NAVD 88     -       196.681  (meters)     645.28   (feet)  ADJUSTED  
 JX0479  ___________________________________________________________________
 JX0479  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JX0479  DYNAMIC HT  -         196.571 (meters)     644.92  (feet)  COMP
 JX0479  MODELED GRAV-     980,062.4   (mgal)                       NAVD 88
 JX0479
 JX0479  VERT ORDER  -  FIRST     CLASS II
 JX0479
 JX0479.The horizontal coordinates were scaled from a topographic map and have
 JX0479.an estimated accuracy of +/- 6 seconds.
 JX0479
 JX0479.The orthometric height was determined by differential leveling
 JX0479.and adjusted by the National Geodetic Survey in June 1991..
 JX0479.WARNING-Repeat measurements at this control monument indicate possible
 JX0479.vertical movement.
 JX0479
 JX0479.The geoid height was determined by GEOID03.
 JX0479
 JX0479.The dynamic height is computed by dividing the NAVD 88
 JX0479.geopotential number by the normal gravity value computed on the
 JX0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0479.degrees latitude (g = 980.6199 gals.).
 JX0479
 JX0479.The modeled gravity was interpolated from observed gravity values.
 JX0479
 JX0479;                    North         East    Units  Estimated Accuracy
 JX0479;SPC WV N     -   145,370.      487,130.      MT  (+/- 180 meters Scaled)
 JX0479
 JX0479                          SUPERSEDED SURVEY CONTROL
 JX0479
 JX0479  NGVD 29 (??/??/92)  196.834  (m)          645.78   (f) ADJ UNCH    1 2
 JX0479
 JX0479.Superseded values are not recommended for survey control.
 JX0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0479.See file dsdata.txt to determine how the superseded data were derived.
 JX0479
 JX0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE155057(NAD 83)
 JX0479_MARKER: DB = BENCH MARK DISK
 JX0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0479_SP_SET: CULVERT
 JX0479_STAMPING: B 138 1957
 JX0479_MARK LOGO: CGS   
 JX0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0479
 JX0479  HISTORY     - Date     Condition        Report By
 JX0479  HISTORY     - 1957     MONUMENTED       CGS
 JX0479  HISTORY     - 1983     GOOD             NGS
 JX0479
 JX0479                          STATION DESCRIPTION
 JX0479
 JX0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0479'3.4 MI NE FROM CLARINGTON.
 JX0479'ABOUT 3.4 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0479'FROM THE STATION AT CLARINGTON, ABOUT 0.4 MILE SOUTH OF BRIDGE
 JX0479'OVER FIST CREEK AT WOODLANDS, NEAR MILEAGE POLE NO. 23+19, IN THE
 JX0479'TOP OF SOUTHWEST END OF NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE
 JX0479'BOX CULVERT UNDER STATE HIGHWAY 2, 27 FEET SOUTHEAST OF SOUTHEAST
 JX0479'RAIL, 20 FEET NORTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL
 JX0479'WITH TRACK AND 2 FEET BELOW LEVEL OF HIGHWAY.
 JX0479
 JX0479                          STATION RECOVERY (1983)
 JX0479
 JX0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0479'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE EXCEPT
 JX0479'THAT THE BALTIMORE AND OHIO RAILROAD STATION HAS BEEN RAZED AND ONLY
 JX0479'THE FOUNDATION REMAINS.
 JX0479'THE MARK IS 0.58 METERS  NNW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0647 ***********************************************************************
 JX0647  DESIGNATION -  B 139
 JX0647  PID         -  JX0647
 JX0647  STATE/COUNTY-  WV/WETZEL
 JX0647  USGS QUAD   -  PORTERS FALLS (1976)
 JX0647
 JX0647                         *CURRENT SURVEY CONTROL
 JX0647  ___________________________________________________________________
 JX0647* NAD 83(1986)-  39 34 56.     (N)    080 48 41.     (W)     SCALED    
 JX0647* NAVD 88     -       203.487  (meters)     667.61   (feet)  ADJUSTED  
 JX0647  ___________________________________________________________________
 JX0647  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JX0647  DYNAMIC HT  -         203.368 (meters)     667.22  (feet)  COMP
 JX0647  MODELED GRAV-     980,042.5   (mgal)                       NAVD 88
 JX0647
 JX0647  VERT ORDER  -  SECOND    CLASS 0
 JX0647
 JX0647.The horizontal coordinates were scaled from a topographic map and have
 JX0647.an estimated accuracy of +/- 6 seconds.
 JX0647
 JX0647.The orthometric height was determined by differential leveling
 JX0647.and adjusted by the National Geodetic Survey in June 1991..
 JX0647
 JX0647.The geoid height was determined by GEOID03.
 JX0647
 JX0647.The dynamic height is computed by dividing the NAVD 88
 JX0647.geopotential number by the normal gravity value computed on the
 JX0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0647.degrees latitude (g = 980.6199 gals.).
 JX0647
 JX0647.The modeled gravity was interpolated from observed gravity values.
 JX0647
 JX0647;                    North         East    Units  Estimated Accuracy
 JX0647;SPC WV N     -   120,970.      487,350.      MT  (+/- 180 meters Scaled)
 JX0647
 JX0647                          SUPERSEDED SURVEY CONTROL
 JX0647
 JX0647  NGVD 29 (??/??/92)  203.647  (m)          668.13   (f) ADJ UNCH    2 0
 JX0647
 JX0647.Superseded values are not recommended for survey control.
 JX0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0647.See file dsdata.txt to determine how the superseded data were derived.
 JX0647
 JX0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND161814(NAD 83)
 JX0647_MARKER: DB = BENCH MARK DISK
 JX0647_SETTING: 66 = SET IN ROCK OUTCROP
 JX0647_SP_SET: ROCK CLIFF
 JX0647_STAMPING: B 139 1957
 JX0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0647+STABILITY: POSITION/ELEVATION WELL
 JX0647
 JX0647  HISTORY     - Date     Condition        Report By
 JX0647  HISTORY     - 1957     MONUMENTED       CGS
 JX0647
 JX0647                          STATION DESCRIPTION
 JX0647
 JX0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0647'0.6 MI S FROM MINNIE.
 JX0647'ABOUT 0.6 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CROSSING OF
 JX0647'THE BALTIMORE AND OHIO RAILROAD AT MINNIE, ABOUT 0.3 MILE NORTHWEST
 JX0647'OF CHURCH OF GOD, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING
 JX0647'NORTH AND SOUTHEAST, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 JX0647'LARGE CLIFF OF ROCK, 48 FEET NORTHEAST OF CENTER LINE OF ROAD,
 JX0647'75 FEET NORTH AND ACROSS ROAD FROM THE NORTHEAST END OF A FOOT
 JX0647'BRIDGE LEADING TO A 1-STORY FARM HOUSE AND ABOUT 3 FEET ABOVE
 JX0647'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1824 ***********************************************************************
 HX1824  DESIGNATION -  B 14
 HX1824  PID         -  HX1824
 HX1824  STATE/COUNTY-  WV/NICHOLAS
 HX1824  USGS QUAD   -  LOCKWOOD (1976)
 HX1824
 HX1824                         *CURRENT SURVEY CONTROL
 HX1824  ___________________________________________________________________
 HX1824* NAD 83(1986)-  38 15 45.     (N)    081 04 10.     (W)     SCALED    
 HX1824* NAVD 88     -       368.710  (meters)    1209.68   (feet)  ADJUSTED  
 HX1824  ___________________________________________________________________
 HX1824  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HX1824  DYNAMIC HT  -         368.441 (meters)    1208.79  (feet)  COMP
 HX1824  MODELED GRAV-     979,888.8   (mgal)                       NAVD 88
 HX1824
 HX1824  VERT ORDER  -  SECOND    CLASS 0
 HX1824
 HX1824.The horizontal coordinates were scaled from a topographic map and have
 HX1824.an estimated accuracy of +/- 6 seconds.
 HX1824
 HX1824.The orthometric height was determined by differential leveling
 HX1824.and adjusted by the National Geodetic Survey in June 1991..
 HX1824
 HX1824.The geoid height was determined by GEOID03.
 HX1824
 HX1824.The dynamic height is computed by dividing the NAVD 88
 HX1824.geopotential number by the normal gravity value computed on the
 HX1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1824.degrees latitude (g = 980.6199 gals.).
 HX1824
 HX1824.The modeled gravity was interpolated from observed gravity values.
 HX1824
 HX1824;                    North         East    Units  Estimated Accuracy
 HX1824;SPC WV S     -   140,130.      593,920.      MT  (+/- 180 meters Scaled)
 HX1824
 HX1824                          SUPERSEDED SURVEY CONTROL
 HX1824
 HX1824  NGVD 29 (??/??/92)  368.89   (m)         1210.3    (f) COMPUTED    2 0
 HX1824
 HX1824.Superseded values are not recommended for survey control.
 HX1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1824.See file dsdata.txt to determine how the superseded data were derived.
 HX1824
 HX1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC939349(NAD 83)
 HX1824_MARKER: DB = BENCH MARK DISK
 HX1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1824_STAMPING: B 14 1934
 HX1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1824+STABILITY: SURFACE MOTION
 HX1824
 HX1824  HISTORY     - Date     Condition        Report By
 HX1824  HISTORY     - 1934     MONUMENTED       CGS
 HX1824  HISTORY     - 1961     MARK NOT FOUND   NGS
 HX1824
 HX1824                          STATION DESCRIPTION
 HX1824
 HX1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HX1824'15.4 MI E FROM GAULEY BRIDGE.
 HX1824'15.4 MILES EAST BY HIGHWAY ON U.S. HIGHWAY 19, 2.3 MILES WEST OF
 HX1824'LOCKWOOD POST OFFICE OPPOSITE TELEPHONE POLE 560, 14 YARDS EAST
 HX1824'OF THE CENTER OF THE HIGHWAY, A CONCRETE POST 2 FT ABOVE THE
 HX1824'GRADE OF THE HIGHWAY.
 HX1824
 HX1824                          STATION RECOVERY (1961)
 HX1824
 HX1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HX1824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0625 ***********************************************************************
 JX0625  DESIGNATION -  B 140
 JX0625  PID         -  JX0625
 JX0625  STATE/COUNTY-  WV/WETZEL
 JX0625  USGS QUAD   -  PINE GROVE (1976)
 JX0625
 JX0625                         *CURRENT SURVEY CONTROL
 JX0625  ___________________________________________________________________
 JX0625* NAD 83(1986)-  39 32 59.     (N)    080 43 11.     (W)     SCALED    
 JX0625* NAVD 88     -       222.312  (meters)     729.37   (feet)  ADJUSTED  
 JX0625  ___________________________________________________________________
 JX0625  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JX0625  DYNAMIC HT  -         222.182 (meters)     728.94  (feet)  COMP
 JX0625  MODELED GRAV-     980,036.1   (mgal)                       NAVD 88
 JX0625
 JX0625  VERT ORDER  -  SECOND    CLASS 0
 JX0625
 JX0625.The horizontal coordinates were scaled from a topographic map and have
 JX0625.an estimated accuracy of +/- 6 seconds.
 JX0625
 JX0625.The orthometric height was determined by differential leveling
 JX0625.and adjusted by the National Geodetic Survey in June 1991..
 JX0625
 JX0625.The geoid height was determined by GEOID03.
 JX0625
 JX0625.The dynamic height is computed by dividing the NAVD 88
 JX0625.geopotential number by the normal gravity value computed on the
 JX0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0625.degrees latitude (g = 980.6199 gals.).
 JX0625
 JX0625.The modeled gravity was interpolated from observed gravity values.
 JX0625
 JX0625;                    North         East    Units  Estimated Accuracy
 JX0625;SPC WV N     -   117,250.      495,170.      MT  (+/- 180 meters Scaled)
 JX0625
 JX0625                          SUPERSEDED SURVEY CONTROL
 JX0625
 JX0625  NGVD 29 (??/??/92)  222.474  (m)          729.90   (f) ADJ UNCH    2 0
 JX0625
 JX0625.Superseded values are not recommended for survey control.
 JX0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0625.See file dsdata.txt to determine how the superseded data were derived.
 JX0625
 JX0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND240778(NAD 83)
 JX0625_MARKER: DB = BENCH MARK DISK
 JX0625_SETTING: 66 = SET IN ROCK OUTCROP
 JX0625_SP_SET: ROCK PROJECTION
 JX0625_STAMPING: B 140 1957
 JX0625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0625+STABILITY: POSITION/ELEVATION WELL
 JX0625
 JX0625  HISTORY     - Date     Condition        Report By
 JX0625  HISTORY     - 1957     MONUMENTED       CGS
 JX0625
 JX0625                          STATION DESCRIPTION
 JX0625
 JX0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0625'1.6 MI SE FROM READER.
 JX0625'ABOUT 0.65 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0625'THE STATION AT READER, THENCE ABOUT 1.0 MILE SOUTH ALONG CROW
 JX0625'RUN ROAD, ABOUT 0.3 MILE SOUTH OF SMALL STEEL FOOT BRIDGE OVER
 JX0625'CROW RUN, ABOUT 1.0 MILE NORTH OF A SCHOOL, ABOUT 50 YARDS SOUTH
 JX0625'OF A SMALL HOUSE WITH BRICK SIDING, SET VERTICALLY IN THE WEST
 JX0625'FACE OF A PROJECTION OF ROCK IN A HIGH BANK, 18 FEET EAST OF
 JX0625'CENTER LINE OF ROAD AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0340 ***********************************************************************
 JX0340  DESIGNATION -  B 142
 JX0340  PID         -  JX0340
 JX0340  STATE/COUNTY-  WV/TYLER
 JX0340  USGS QUAD   -  SHIRLEY (1989)
 JX0340
 JX0340                         *CURRENT SURVEY CONTROL
 JX0340  ___________________________________________________________________
 JX0340* NAD 83(1986)-  39 23 59.     (N)    080 51 26.     (W)     SCALED    
 JX0340* NAVD 88     -       224.183  (meters)     735.51   (feet)  ADJUSTED  
 JX0340  ___________________________________________________________________
 JX0340  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JX0340  DYNAMIC HT  -         224.049 (meters)     735.07  (feet)  COMP
 JX0340  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 JX0340
 JX0340  VERT ORDER  -  SECOND    CLASS 0
 JX0340
 JX0340.The horizontal coordinates were scaled from a topographic map and have
 JX0340.an estimated accuracy of +/- 6 seconds.
 JX0340
 JX0340.The orthometric height was determined by differential leveling
 JX0340.and adjusted by the National Geodetic Survey in June 1991..
 JX0340
 JX0340.The geoid height was determined by GEOID03.
 JX0340
 JX0340.The dynamic height is computed by dividing the NAVD 88
 JX0340.geopotential number by the normal gravity value computed on the
 JX0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0340.degrees latitude (g = 980.6199 gals.).
 JX0340
 JX0340.The modeled gravity was interpolated from observed gravity values.
 JX0340
 JX0340;                    North         East    Units  Estimated Accuracy
 JX0340;SPC WV N     -   100,770.      483,100.      MT  (+/- 180 meters Scaled)
 JX0340
 JX0340                          SUPERSEDED SURVEY CONTROL
 JX0340
 JX0340  NGVD 29 (??/??/92)  224.349  (m)          736.05   (f) ADJ UNCH    2 0
 JX0340
 JX0340.Superseded values are not recommended for survey control.
 JX0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0340.See file dsdata.txt to determine how the superseded data were derived.
 JX0340
 JX0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND122611(NAD 83)
 JX0340_MARKER: DB = BENCH MARK DISK
 JX0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0340_STAMPING: B 142 1957
 JX0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0340+STABILITY: SURFACE MOTION
 JX0340
 JX0340  HISTORY     - Date     Condition        Report By
 JX0340  HISTORY     - 1957     MONUMENTED       CGS
 JX0340
 JX0340                          STATION DESCRIPTION
 JX0340
 JX0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0340'3.3 MI SW FROM TYLER.
 JX0340'ABOUT 3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE
 JX0340'JUNCTION OF STATE HIGHWAY 23 AT TYLER, AT THE NORTHEAST END OF
 JX0340'A CUT, 24 FEET WEST-NORTHWEST OF CENTER LINE OF HIGHWAY, 95 FEET
 JX0340'SOUTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND A FARM ROAD
 JX0340'SOUTHEAST, 3 FEET SOUTHEAST OF A LONE 16-INCH ELM TREE IN A
 JX0340'FENCE CORNER, 2 FEET NORTHEAST OF A CONCRETE WITNESS POST,
 JX0340'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JX0340'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0323 ***********************************************************************
 GY0323  DESIGNATION -  B 143
 GY0323  PID         -  GY0323
 GY0323  STATE/COUNTY-  WV/MINGO
 GY0323  USGS QUAD   -  DELBARTON (1976)
 GY0323
 GY0323                         *CURRENT SURVEY CONTROL
 GY0323  ___________________________________________________________________
 GY0323* NAD 83(1986)-  37 44 30.     (N)    082 11 53.     (W)     SCALED    
 GY0323* NAVD 88     -       213.716  (meters)     701.17   (feet)  ADJUSTED  
 GY0323  ___________________________________________________________________
 GY0323  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GY0323  DYNAMIC HT  -         213.559 (meters)     700.65  (feet)  COMP
 GY0323  MODELED GRAV-     979,889.5   (mgal)                       NAVD 88
 GY0323
 GY0323  VERT ORDER  -  SECOND    CLASS 0
 GY0323
 GY0323.The horizontal coordinates were scaled from a topographic map and have
 GY0323.an estimated accuracy of +/- 6 seconds.
 GY0323
 GY0323.The orthometric height was determined by differential leveling
 GY0323.and adjusted by the National Geodetic Survey in June 1991..
 GY0323
 GY0323.The geoid height was determined by GEOID03.
 GY0323
 GY0323.The dynamic height is computed by dividing the NAVD 88
 GY0323.geopotential number by the normal gravity value computed on the
 GY0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0323.degrees latitude (g = 980.6199 gals.).
 GY0323
 GY0323.The modeled gravity was interpolated from observed gravity values.
 GY0323
 GY0323;                    North         East    Units  Estimated Accuracy
 GY0323;SPC WV S     -    83,000.      494,410.      MT  (+/- 180 meters Scaled)
 GY0323
 GY0323                          SUPERSEDED SURVEY CONTROL
 GY0323
 GY0323  NGVD 29 (??/??/92)  213.941  (m)          701.90   (f) ADJ UNCH    2 0
 GY0323
 GY0323.Superseded values are not recommended for survey control.
 GY0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0323.See file dsdata.txt to determine how the superseded data were derived.
 GY0323
 GY0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB944778(NAD 83)
 GY0323_MARKER: DB = BENCH MARK DISK
 GY0323_SETTING: 66 = SET IN ROCK OUTCROP
 GY0323_SP_SET: ROCK CUT
 GY0323_STAMPING: B 143 1957
 GY0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0323+STABILITY: POSITION/ELEVATION WELL
 GY0323
 GY0323  HISTORY     - Date     Condition        Report By
 GY0323  HISTORY     - 1957     MONUMENTED       CGS
 GY0323
 GY0323                          STATION DESCRIPTION
 GY0323
 GY0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0323'2.7 MI NW FROM DELBARTON.
 GY0323'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 65 S FROM THE
 GY0323'BAPTIST CHURCH AT DELBARTON, AT BIAS, IN THE TOP OF AN OUTCROPPING
 GY0323'LEDGE OF A ROCK CUT, 25 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 GY0323'ABOUT 0.15 MILE SOUTHEAST OF WHITE SCHOOL BUILDING, 46 FEET
 GY0323'SOUTHWEST AND ACROSS HIGHWAY FROM SOUTHWEST END OF NORTHWEST HEAD
 GY0323'WALL OF A NARROW CONCRETE BRIDGE OVER PIGEON CREEK ON A SIDE
 GY0323'ROAD, 42 1/2 FEET SOUTH-SOUTHWEST AND ACROSS HIGHWAY FROM A
 GY0323'CINDER BLOCK SCHOOL BUS WAITING SHED, AND ABOUT 2 1/2 FEET ABOVE
 GY0323'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0307 ***********************************************************************
 GY0307  DESIGNATION -  B 144
 GY0307  PID         -  GY0307
 GY0307  STATE/COUNTY-  WV/LOGAN
 GY0307  USGS QUAD   -  HOLDEN (1989)
 GY0307
 GY0307                         *CURRENT SURVEY CONTROL
 GY0307  ___________________________________________________________________
 GY0307* NAD 83(1986)-  37 45 35.     (N)    082 01 34.     (W)     SCALED    
 GY0307* NAVD 88     -       269.764  (meters)     885.05   (feet)  ADJUSTED  
 GY0307  ___________________________________________________________________
 GY0307  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GY0307  DYNAMIC HT  -         269.564 (meters)     884.39  (feet)  COMP
 GY0307  MODELED GRAV-     979,883.7   (mgal)                       NAVD 88
 GY0307
 GY0307  VERT ORDER  -  SECOND    CLASS 0
 GY0307
 GY0307.The horizontal coordinates were scaled from a topographic map and have
 GY0307.an estimated accuracy of +/- 6 seconds.
 GY0307
 GY0307.The orthometric height was determined by differential leveling
 GY0307.and adjusted by the National Geodetic Survey in June 1991..
 GY0307
 GY0307.The geoid height was determined by GEOID03.
 GY0307
 GY0307.The dynamic height is computed by dividing the NAVD 88
 GY0307.geopotential number by the normal gravity value computed on the
 GY0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0307.degrees latitude (g = 980.6199 gals.).
 GY0307
 GY0307.The modeled gravity was interpolated from observed gravity values.
 GY0307
 GY0307;                    North         East    Units  Estimated Accuracy
 GY0307;SPC WV S     -    84,820.      509,590.      MT  (+/- 180 meters Scaled)
 GY0307
 GY0307                          SUPERSEDED SURVEY CONTROL
 GY0307
 GY0307  NGVD 29 (??/??/92)  269.978  (m)          885.75   (f) ADJ UNCH    2 0
 GY0307
 GY0307.Superseded values are not recommended for survey control.
 GY0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0307.See file dsdata.txt to determine how the superseded data were derived.
 GY0307
 GY0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB096796(NAD 83)
 GY0307_MARKER: DB = BENCH MARK DISK
 GY0307_SETTING: 66 = SET IN ROCK OUTCROP
 GY0307_SP_SET: ROCK LEDGE
 GY0307_STAMPING: B 144 1957
 GY0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0307+STABILITY: POSITION/ELEVATION WELL
 GY0307
 GY0307  HISTORY     - Date     Condition        Report By
 GY0307  HISTORY     - 1957     MONUMENTED       CGS
 GY0307
 GY0307                          STATION DESCRIPTION
 GY0307
 GY0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0307'1.6 MI W FROM OMAR.
 GY0307'ABOUT 1.6 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GY0307'THE HIGH SCHOOL AT OMAR, IN THE TOP OF AN OUTCROPPING ROCK LEDGE,
 GY0307'7 FEET SOUTH OF SOUTH END OF A 36-INCH PIPE CULVERT UNDER TRACK,
 GY0307'32 FEET SOUTHWEST OF SOUTHWEST RAIL OF TRACK, 66 YARDS WEST AND
 GY0307'ACROSS TRACK FROM A CONCRETE BRIDGE (UNDER CONSTRUCTION IN 1957)
 GY0307'ON A ROAD PARALLELING TRACK, 3/4 FEET SOUTH OF NORTH EDGE OF
 GY0307'LEDGE AND ABOUT 7 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2248 ***********************************************************************
 GX2248  DESIGNATION -  B 145
 GX2248  PID         -  GX2248
 GX2248  STATE/COUNTY-  WV/LOGAN
 GX2248  USGS QUAD   -  LOGAN (1989)
 GX2248
 GX2248                         *CURRENT SURVEY CONTROL
 GX2248  ___________________________________________________________________
 GX2248* NAD 83(1986)-  37 48 42.     (N)    081 59 41.     (W)     SCALED    
 GX2248* NAVD 88     -       217.804  (meters)     714.58   (feet)  ADJUSTED  
 GX2248  ___________________________________________________________________
 GX2248  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GX2248  DYNAMIC HT  -         217.645 (meters)     714.06  (feet)  COMP
 GX2248  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 GX2248
 GX2248  VERT ORDER  -  SECOND    CLASS 0
 GX2248
 GX2248.The horizontal coordinates were scaled from a topographic map and have
 GX2248.an estimated accuracy of +/- 6 seconds.
 GX2248
 GX2248.The orthometric height was determined by differential leveling
 GX2248.and adjusted by the National Geodetic Survey in June 1991..
 GX2248
 GX2248.The geoid height was determined by GEOID03.
 GX2248
 GX2248.The dynamic height is computed by dividing the NAVD 88
 GX2248.geopotential number by the normal gravity value computed on the
 GX2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2248.degrees latitude (g = 980.6199 gals.).
 GX2248
 GX2248.The modeled gravity was interpolated from observed gravity values.
 GX2248
 GX2248;                    North         East    Units  Estimated Accuracy
 GX2248;SPC WV S     -    90,560.      512,410.      MT  (+/- 180 meters Scaled)
 GX2248
 GX2248                          SUPERSEDED SURVEY CONTROL
 GX2248
 GX2248  NGVD 29 (??/??/92)  218.026  (m)          715.31   (f) ADJ UNCH    2 0
 GX2248
 GX2248.Superseded values are not recommended for survey control.
 GX2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2248.See file dsdata.txt to determine how the superseded data were derived.
 GX2248
 GX2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB124853(NAD 83)
 GX2248_MARKER: DB = BENCH MARK DISK
 GX2248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2248_SP_SET: BUILDING
 GX2248_STAMPING: B 145 1957
 GX2248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2248
 GX2248  HISTORY     - Date     Condition        Report By
 GX2248  HISTORY     - 1957     MONUMENTED       CGS
 GX2248
 GX2248                          STATION DESCRIPTION
 GX2248
 GX2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2248'AT MONAVILLE.
 GX2248'AT MONAVILLE, SET VERTICALLY IN THE WEST FACE OF ISLAND CREEK
 GX2248'STORES BUILDING (NEW BUILDING), 87 FEET WEST OF CENTER LINE OF
 GX2248'U.S. HIGHWAY 119, 46 1/2 FEET SOUTHEAST AND ACROSS CHESAPEAKE AND
 GX2248'OHIO RAILWAY TRACK FROM THE SOUTHEAST CORNER OF POST OFFICE AND
 GX2248'Y.M.C.A. BUILDING, 20 FEET EAST OF EAST RAIL OF RAILROAD, 1/2
 GX2248'FOOT SOUTH OF NORTHWEST CORNER OF BUILDING AND 4 3/4 FEET ABOVE
 GX2248'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0965 ***********************************************************************
 HY0965  DESIGNATION -  B 146
 HY0965  PID         -  HY0965
 HY0965  STATE/COUNTY-  WV/WAYNE
 HY0965  USGS QUAD   -  LOUISA (1993)
 HY0965
 HY0965                         *CURRENT SURVEY CONTROL
 HY0965  ___________________________________________________________________
 HY0965* NAD 83(1986)-  38 07 09.     (N)    082 35 01.     (W)     SCALED    
 HY0965* NAVD 88     -       172.248  (meters)     565.12   (feet)  ADJUSTED  
 HY0965  ___________________________________________________________________
 HY0965  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY0965  DYNAMIC HT  -         172.127 (meters)     564.72  (feet)  COMP
 HY0965  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 HY0965
 HY0965  VERT ORDER  -  SECOND    CLASS 0
 HY0965
 HY0965.The horizontal coordinates were scaled from a topographic map and have
 HY0965.an estimated accuracy of +/- 6 seconds.
 HY0965
 HY0965.The orthometric height was determined by differential leveling
 HY0965.and adjusted by the National Geodetic Survey in June 1991..
 HY0965
 HY0965.The geoid height was determined by GEOID03.
 HY0965
 HY0965.The dynamic height is computed by dividing the NAVD 88
 HY0965.geopotential number by the normal gravity value computed on the
 HY0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0965.degrees latitude (g = 980.6199 gals.).
 HY0965
 HY0965.The modeled gravity was interpolated from observed gravity values.
 HY0965
 HY0965;                    North         East    Units  Estimated Accuracy
 HY0965;SPC WV S     -   125,400.      461,150.      MT  (+/- 180 meters Scaled)
 HY0965
 HY0965                          SUPERSEDED SURVEY CONTROL
 HY0965
 HY0965  NGVD 29 (??/??/92)  172.464  (m)          565.83   (f) ADJ UNCH    2 0
 HY0965
 HY0965.Superseded values are not recommended for survey control.
 HY0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0965.See file dsdata.txt to determine how the superseded data were derived.
 HY0965
 HY0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC611202(NAD 83)
 HY0965_MARKER: DB = BENCH MARK DISK
 HY0965_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0965_SP_SET: CULVERT
 HY0965_STAMPING: B 146 1957
 HY0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0965
 HY0965  HISTORY     - Date     Condition        Report By
 HY0965  HISTORY     - 1957     MONUMENTED       CGS
 HY0965
 HY0965                          STATION DESCRIPTION
 HY0965
 HY0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0965'0.6 MI NE FROM FORT GAY.
 HY0965'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 37 FROM THE SCHOOL
 HY0965'AT FORT GAY, AT THE JUNCTION OF A SIDE ROAD SOUTHEAST, IN THE
 HY0965'TOP OF THE SOUTHEAST HEAD WALL AND DIRECTLY OVER CENTER OF A
 HY0965'10-FOOT CONCRETE BOX CULVERT, 12 FEET SOUTHEAST OF CENTER LINE
 HY0965'OF HIGHWAY, 76 FEET NORTHWEST OF CENTER LINE OF ROAD SOUTHEAST
 HY0965'AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0667 ***********************************************************************
 HY0667  DESIGNATION -  B 147
 HY0667  PID         -  HY0667
 HY0667  STATE/COUNTY-  WV/WAYNE
 HY0667  USGS QUAD   -  WAYNE (1987)
 HY0667
 HY0667                         *CURRENT SURVEY CONTROL
 HY0667  ___________________________________________________________________
 HY0667* NAD 83(1986)-  38 10 05.     (N)    082 22 40.     (W)     SCALED    
 HY0667* NAVD 88     -       192.435  (meters)     631.35   (feet)  ADJUSTED  
 HY0667  ___________________________________________________________________
 HY0667  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY0667  DYNAMIC HT  -         192.298 (meters)     630.90  (feet)  COMP
 HY0667  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 HY0667
 HY0667  VERT ORDER  -  SECOND    CLASS 0
 HY0667
 HY0667.The horizontal coordinates were scaled from a topographic map and have
 HY0667.an estimated accuracy of +/- 6 seconds.
 HY0667
 HY0667.The orthometric height was determined by differential leveling
 HY0667.and adjusted by the National Geodetic Survey in June 1991..
 HY0667
 HY0667.The geoid height was determined by GEOID03.
 HY0667
 HY0667.The dynamic height is computed by dividing the NAVD 88
 HY0667.geopotential number by the normal gravity value computed on the
 HY0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0667.degrees latitude (g = 980.6199 gals.).
 HY0667
 HY0667.The modeled gravity was interpolated from observed gravity values.
 HY0667
 HY0667;                    North         East    Units  Estimated Accuracy
 HY0667;SPC WV S     -   130,540.      479,280.      MT  (+/- 180 meters Scaled)
 HY0667
 HY0667                          SUPERSEDED SURVEY CONTROL
 HY0667
 HY0667  NGVD 29 (??/??/92)  192.646  (m)          632.04   (f) ADJ UNCH    2 0
 HY0667
 HY0667.Superseded values are not recommended for survey control.
 HY0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0667.See file dsdata.txt to determine how the superseded data were derived.
 HY0667
 HY0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC793253(NAD 83)
 HY0667_MARKER: DB = BENCH MARK DISK
 HY0667_SETTING: 66 = SET IN ROCK OUTCROP
 HY0667_SP_SET: ROCK CUT
 HY0667_STAMPING: B 147 1957
 HY0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0667+STABILITY: POSITION/ELEVATION WELL
 HY0667
 HY0667  HISTORY     - Date     Condition        Report By
 HY0667  HISTORY     - 1957     MONUMENTED       CGS
 HY0667  HISTORY     - 19960606 GOOD             WOOLPT
 HY0667
 HY0667                          STATION DESCRIPTION
 HY0667
 HY0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0667'AT EAST LYNN.
 HY0667'AT EAST LYNN, ALONG STATE HIGHWAY 37, AT THE JUNCTION OF HIGHWAY
 HY0667'AND BLACK-TOP ROAD (BEACH FORK ROAD), SET VERTICALLY IN THE
 HY0667'SOUTH FACE OF A LARGE ROCK CUT WHICH IS LOCATED IN THE NORTH
 HY0667'QUARTER OF JUNCTION, 22 FEET NORTH OF CENTER LINE OF HIGHWAY,
 HY0667'43 FEET NORTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND BEACH
 HY0667'FORK ROAD, 90 FEET EAST OF CENTER OF JUNCTION OF HIGHWAY AND
 HY0667'LITTLE LYNN ROAD, AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
 HY0667
 HY0667                          STATION RECOVERY (1996)
 HY0667
 HY0667'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996
 HY0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0687 ***********************************************************************
 HY0687  DESIGNATION -  B 148
 HY0687  PID         -  HY0687
 HY0687  STATE/COUNTY-  WV/LINCOLN
 HY0687  USGS QUAD   -  RANGER (1976)
 HY0687
 HY0687                         *CURRENT SURVEY CONTROL
 HY0687  ___________________________________________________________________
 HY0687* NAD 83(1986)-  38 05 18.     (N)    082 11 36.     (W)     SCALED    
 HY0687* NAVD 88     -       198.168  (meters)     650.16   (feet)  ADJUSTED  
 HY0687  ___________________________________________________________________
 HY0687  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY0687  DYNAMIC HT  -         198.026 (meters)     649.69  (feet)  COMP
 HY0687  MODELED GRAV-     979,906.6   (mgal)                       NAVD 88
 HY0687
 HY0687  VERT ORDER  -  SECOND    CLASS 0
 HY0687
 HY0687.The horizontal coordinates were scaled from a topographic map and have
 HY0687.an estimated accuracy of +/- 6 seconds.
 HY0687
 HY0687.The orthometric height was determined by differential leveling
 HY0687.and adjusted by the National Geodetic Survey in June 1991..
 HY0687
 HY0687.The geoid height was determined by GEOID03.
 HY0687
 HY0687.The dynamic height is computed by dividing the NAVD 88
 HY0687.geopotential number by the normal gravity value computed on the
 HY0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0687.degrees latitude (g = 980.6199 gals.).
 HY0687
 HY0687.The modeled gravity was interpolated from observed gravity values.
 HY0687
 HY0687;                    North         East    Units  Estimated Accuracy
 HY0687;SPC WV S     -   121,470.      495,320.      MT  (+/- 180 meters Scaled)
 HY0687
 HY0687                          SUPERSEDED SURVEY CONTROL
 HY0687
 HY0687  NGVD 29 (??/??/92)  198.381  (m)          650.86   (f) ADJ UNCH    2 0
 HY0687
 HY0687.Superseded values are not recommended for survey control.
 HY0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0687.See file dsdata.txt to determine how the superseded data were derived.
 HY0687
 HY0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC953162(NAD 83)
 HY0687_MARKER: DB = BENCH MARK DISK
 HY0687_SETTING: 66 = SET IN ROCK OUTCROP
 HY0687_SP_SET: ROCK CUT
 HY0687_STAMPING: B 148 1957
 HY0687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0687+STABILITY: POSITION/ELEVATION WELL
 HY0687
 HY0687  HISTORY     - Date     Condition        Report By
 HY0687  HISTORY     - 1957     MONUMENTED       CGS
 HY0687
 HY0687                          STATION DESCRIPTION
 HY0687
 HY0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0687'AT WEWANTA.
 HY0687'AT WEWANTA, ALONG STATE HIGHWAY 37, AT THE JUNCTION OF ROAD
 HY0687'SOUTH ALONG SULPHUR SPRING BRANCH, ON THE INSIDE OF A CURVE IN
 HY0687'HIGHWAY WITH TANGENTS EXTENDING WEST AND NORTHEAST, SET
 HY0687'VERTICALLY IN THE SOUTHEAST FACE OF A LARGE ROCK CUT, 21 FEET
 HY0687'NORTHWEST OF CENTER LINE OF HIGHWAY, 235 FEET SOUTHWEST OF
 HY0687'CENTER OF JUNCTION OF ROAD SOUTH, 96 FEET NORTHEAST OF
 HY0687'SOUTHWEST END OF CUT, 3 FEET ABOVE GROUND AND ABOUT 2 1/2 FEET
 HY0687'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0726 ***********************************************************************
 HY0726  DESIGNATION -  B 149
 HY0726  PID         -  HY0726
 HY0726  STATE/COUNTY-  WV/WAYNE
 HY0726  USGS QUAD   -  WAYNE (1987)
 HY0726
 HY0726                         *CURRENT SURVEY CONTROL
 HY0726  ___________________________________________________________________
 HY0726* NAD 83(1986)-  38 09 13.     (N)    082 28 29.     (W)     SCALED    
 HY0726* NAVD 88     -       199.601  (meters)     654.86   (feet)  ADJUSTED  
 HY0726  ___________________________________________________________________
 HY0726  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 HY0726  DYNAMIC HT  -         199.461 (meters)     654.40  (feet)  COMP
 HY0726  MODELED GRAV-     979,923.1   (mgal)                       NAVD 88
 HY0726
 HY0726  VERT ORDER  -  SECOND    CLASS 0
 HY0726
 HY0726.The horizontal coordinates were scaled from a topographic map and have
 HY0726.an estimated accuracy of +/- 6 seconds.
 HY0726
 HY0726.The orthometric height was determined by differential leveling
 HY0726.and adjusted by the National Geodetic Survey in June 1991..
 HY0726
 HY0726.The geoid height was determined by GEOID03.
 HY0726
 HY0726.The dynamic height is computed by dividing the NAVD 88
 HY0726.geopotential number by the normal gravity value computed on the
 HY0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0726.degrees latitude (g = 980.6199 gals.).
 HY0726
 HY0726.The modeled gravity was interpolated from observed gravity values.
 HY0726
 HY0726;                    North         East    Units  Estimated Accuracy
 HY0726;SPC WV S     -   129,070.      470,760.      MT  (+/- 180 meters Scaled)
 HY0726
 HY0726                          SUPERSEDED SURVEY CONTROL
 HY0726
 HY0726  NGVD 29 (??/??/92)  199.815  (m)          655.56   (f) ADJ UNCH    2 0
 HY0726
 HY0726.Superseded values are not recommended for survey control.
 HY0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0726.See file dsdata.txt to determine how the superseded data were derived.
 HY0726
 HY0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC707238(NAD 83)
 HY0726_MARKER: DB = BENCH MARK DISK
 HY0726_SETTING: 66 = SET IN ROCK OUTCROP
 HY0726_SP_SET: ROCK CUT
 HY0726_STAMPING: B 149 1957
 HY0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0726+STABILITY: POSITION/ELEVATION WELL
 HY0726
 HY0726  HISTORY     - Date     Condition        Report By
 HY0726  HISTORY     - 1957     MONUMENTED       CGS
 HY0726
 HY0726                          STATION DESCRIPTION
 HY0726
 HY0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0726'3.2 MI N FROM GENOA.
 HY0726'ABOUT 3.2 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0726'GENOA, ABOUT 7.3 MILES SOUTH ALONG HIGHWAY 52 FROM THE COURT
 HY0726'HOUSE AT WAYNE, ABOUT 1.8 MILES SOUTH OF JUNCTION OF STATE
 HY0726'HIGHWAY 37 LEADING SOUTHWEST TO FORT GAY, ABOUT 0.55 MILE SOUTH
 HY0726'OF A 150-FOOT BRIDGE OVER WEST FORK OF TWELVEPOLE CREEK, ON
 HY0726'INSIDE AND AT NORTH END OF A CURVE WITH TANGENTS NORTH AND
 HY0726'SOUTHEAST, ABOUT 58 YARDS SOUTH OF THE SOUTH END OF CONCRETE
 HY0726'PORCH OF AND OLD STORE BUILDING, SET VERTICALLY IN THE WEST FACE
 HY0726'OF A ROCK CUT, 17 FEET EAST OF CENTER LINE OF HIGHWAY AND ABOUT
 HY0726'3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0008 ***********************************************************************
 HX0008  DESIGNATION -  B 15
 HX0008  PID         -  HX0008
 HX0008  STATE/COUNTY-  WV/WEBSTER
 HX0008  USGS QUAD   -  SKELT (1982)
 HX0008
 HX0008                         *CURRENT SURVEY CONTROL
 HX0008  ___________________________________________________________________
 HX0008* NAD 83(1986)-  38 31 24.     (N)    080 18 31.     (W)     SCALED    
 HX0008* NAVD 88     -       956.589  (meters)    3138.41   (feet)  ADJUSTED  
 HX0008  ___________________________________________________________________
 HX0008  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX0008  DYNAMIC HT  -         955.817 (meters)    3135.88  (feet)  COMP
 HX0008  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 HX0008
 HX0008  VERT ORDER  -  SECOND    CLASS 0
 HX0008
 HX0008.The horizontal coordinates were scaled from a topographic map and have
 HX0008.an estimated accuracy of +/- 6 seconds.
 HX0008
 HX0008.The orthometric height was determined by differential leveling
 HX0008.and adjusted by the National Geodetic Survey in June 1991..
 HX0008
 HX0008.The geoid height was determined by GEOID03.
 HX0008
 HX0008.The dynamic height is computed by dividing the NAVD 88
 HX0008.geopotential number by the normal gravity value computed on the
 HX0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0008.degrees latitude (g = 980.6199 gals.).
 HX0008
 HX0008.The modeled gravity was interpolated from observed gravity values.
 HX0008
 HX0008;                    North         East    Units  Estimated Accuracy
 HX0008;SPC WV S     -   169,300.      660,290.      MT  (+/- 180 meters Scaled)
 HX0008
 HX0008                          SUPERSEDED SURVEY CONTROL
 HX0008
 HX0008  NGVD 29 (??/??/92)  956.697  (m)         3138.76   (f) ADJ UNCH    2 0
 HX0008
 HX0008.Superseded values are not recommended for survey control.
 HX0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0008.See file dsdata.txt to determine how the superseded data were derived.
 HX0008
 HX0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC602641(NAD 83)
 HX0008_MARKER: DB = BENCH MARK DISK
 HX0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0008_STAMPING: B 15 1934
 HX0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0008+STABILITY: SURFACE MOTION
 HX0008
 HX0008  HISTORY     - Date     Condition        Report By
 HX0008  HISTORY     - 1934     MONUMENTED       CGS
 HX0008  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0008
 HX0008                          STATION DESCRIPTION
 HX0008
 HX0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0008'10.1 MI NE FROM WEBSTER SPRINGS.
 HX0008'10.1 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM WEBSTER SPRINGS
 HX0008'30 YARDS EAST OF A SMALL WHITE CHURCH, 10 YARDS SOUTH OF THE
 HX0008'CENTERLINE OF THE HIGHWAY, AND 3 FEET LOWER THAN THE HIGHWAY.  A
 HX0008'STANDARD DISK, STAMPED B 15 1934 AND SET IN THE TOP OF A CONCRETE
 HX0008'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0700 ***********************************************************************
 HY0700  DESIGNATION -  B 150
 HY0700  PID         -  HY0700
 HY0700  STATE/COUNTY-  WV/LINCOLN
 HY0700  USGS QUAD   -  NESTLOW (1975)
 HY0700
 HY0700                         *CURRENT SURVEY CONTROL
 HY0700  ___________________________________________________________________
 HY0700* NAD 83(1986)-  38 10 27.     (N)    082 16 13.     (W)     SCALED    
 HY0700* NAVD 88     -       243.289  (meters)     798.19   (feet)  ADJUSTED  
 HY0700  ___________________________________________________________________
 HY0700  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HY0700  DYNAMIC HT  -         243.114 (meters)     797.62  (feet)  COMP
 HY0700  MODELED GRAV-     979,906.6   (mgal)                       NAVD 88
 HY0700
 HY0700  VERT ORDER  -  SECOND    CLASS 0
 HY0700
 HY0700.The horizontal coordinates were scaled from a topographic map and have
 HY0700.an estimated accuracy of +/- 6 seconds.
 HY0700
 HY0700.The orthometric height was determined by differential leveling
 HY0700.and adjusted by the National Geodetic Survey in June 1991..
 HY0700
 HY0700.The geoid height was determined by GEOID03.
 HY0700
 HY0700.The dynamic height is computed by dividing the NAVD 88
 HY0700.geopotential number by the normal gravity value computed on the
 HY0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0700.degrees latitude (g = 980.6199 gals.).
 HY0700
 HY0700.The modeled gravity was interpolated from observed gravity values.
 HY0700
 HY0700;                    North         East    Units  Estimated Accuracy
 HY0700;SPC WV S     -   131,080.      488,710.      MT  (+/- 180 meters Scaled)
 HY0700
 HY0700                          SUPERSEDED SURVEY CONTROL
 HY0700
 HY0700  NGVD 29 (??/??/92)  243.490  (m)          798.85   (f) ADJ UNCH    2 0
 HY0700
 HY0700.Superseded values are not recommended for survey control.
 HY0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0700.See file dsdata.txt to determine how the superseded data were derived.
 HY0700
 HY0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC887259(NAD 83)
 HY0700_MARKER: DB = BENCH MARK DISK
 HY0700_SETTING: 66 = SET IN ROCK OUTCROP
 HY0700_SP_SET: ROCK CUT
 HY0700_STAMPING: B 150 1957
 HY0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0700+STABILITY: POSITION/ELEVATION WELL
 HY0700
 HY0700  HISTORY     - Date     Condition        Report By
 HY0700  HISTORY     - 1957     MONUMENTED       CGS
 HY0700
 HY0700                          STATION DESCRIPTION
 HY0700
 HY0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0700'6.9 MI SW FROM BRANCHLAND.
 HY0700'ABOUT 6.9 MILES SOUTHWEST ALONG A BLACK-TOP ROAD FROM THE GRADE
 HY0700'SCHOOL AT BRANCHLAND, ABOUT 7.4 MILES EAST ALONG A BLACK TOP
 HY0700'ROAD FROM THE STATE HIGHWAY 37 BRIDGE OVER TWELVEPOLE CREEK AT
 HY0700'EAST LYNN, WAYNE COUNTY, ON THE EAST SLOPE AND NEAR THE BOTTOM
 HY0700'OF A HILL, SET VERTICALLY IN THE SOUTH FACE OF A SHORT ROCK CUT,
 HY0700'25 FEET NORTH OF CENTER LINE OF ROAD, 36 FEET WEST OF NORTHWEST
 HY0700'END OF A 3-FOOT BOX CULVERT UNDER ROAD, 75 FEET EAST OF WEST END
 HY0700'OF CUT, 5 FEET ABOVE GROUND AND ABOUT 1 1/2 FEET ABOVE LEVEL
 HY0700'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2179 ***********************************************************************
 HX2179  DESIGNATION -  B 151
 HX2179  PID         -  HX2179
 HX2179  STATE/COUNTY-  WV/BOONE
 HX2179  USGS QUAD   -  JULIAN (1976)
 HX2179
 HX2179                         *CURRENT SURVEY CONTROL
 HX2179  ___________________________________________________________________
 HX2179* NAD 83(1986)-  38 09 30.     (N)    081 51 34.     (W)     SCALED    
 HX2179* NAVD 88     -       201.253  (meters)     660.28   (feet)  ADJUSTED  
 HX2179  ___________________________________________________________________
 HX2179  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HX2179  DYNAMIC HT  -         201.109 (meters)     659.81  (feet)  COMP
 HX2179  MODELED GRAV-     979,910.1   (mgal)                       NAVD 88
 HX2179
 HX2179  VERT ORDER  -  SECOND    CLASS 0
 HX2179
 HX2179.The horizontal coordinates were scaled from a topographic map and have
 HX2179.an estimated accuracy of +/- 6 seconds.
 HX2179
 HX2179.The orthometric height was determined by differential leveling
 HX2179.and adjusted by the National Geodetic Survey in June 1991..
 HX2179
 HX2179.The geoid height was determined by GEOID03.
 HX2179
 HX2179.The dynamic height is computed by dividing the NAVD 88
 HX2179.geopotential number by the normal gravity value computed on the
 HX2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2179.degrees latitude (g = 980.6199 gals.).
 HX2179
 HX2179.The modeled gravity was interpolated from observed gravity values.
 HX2179
 HX2179;                    North         East    Units  Estimated Accuracy
 HX2179;SPC WV S     -   128,910.      524,680.      MT  (+/- 180 meters Scaled)
 HX2179
 HX2179                          SUPERSEDED SURVEY CONTROL
 HX2179
 HX2179  NGVD 29 (??/??/92)  201.466  (m)          660.98   (f) ADJ UNCH    2 0
 HX2179
 HX2179.Superseded values are not recommended for survey control.
 HX2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2179.See file dsdata.txt to determine how the superseded data were derived.
 HX2179
 HX2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC247237(NAD 83)
 HX2179_MARKER: DB = BENCH MARK DISK
 HX2179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2179_SP_SET: ABUTMENT WING WALL
 HX2179_STAMPING: B 151 1957
 HX2179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2179
 HX2179  HISTORY     - Date     Condition        Report By
 HX2179  HISTORY     - 1957     MONUMENTED       CGS
 HX2179  HISTORY     - 1973     GOOD             LOCENG
 HX2179
 HX2179                          STATION DESCRIPTION
 HX2179
 HX2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2179'0.2 MI W FROM JULIAN.
 HX2179'0.2 MILE WEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 HX2179'JULIAN, 0.1 MILE EAST OF THE GRADE SCHOOL AT JULIAN, 14 FEET NORTH
 HX2179'OF THE CENTER LINE OF THE HIGHWAY, 1/3 FOOT NORTH OF CONCRETE
 HX2179'BANISTER, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHEAST
 HX2179'WINGWALL OF EAST ABUTMENT OF CONCRETE BRIDGE ACROSS A CREEK
 HX2179'BRANCH, ABOUT LEVEL WITH THE LEVEL OF THE HIGHWAY.
 HX2179
 HX2179                          STATION RECOVERY (1973)
 HX2179
 HX2179'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0568 ***********************************************************************
 HY0568  DESIGNATION -  B 152
 HY0568  PID         -  HY0568
 HY0568  STATE/COUNTY-  WV/LINCOLN
 HY0568  USGS QUAD   -  BRANCHLAND (1987)
 HY0568
 HY0568                         *CURRENT SURVEY CONTROL
 HY0568  ___________________________________________________________________
 HY0568* NAD 83(1986)-  38 10 08.     (N)    082 08 29.     (W)     SCALED    
 HY0568* NAVD 88     -       205.187  (meters)     673.18   (feet)  ADJUSTED  
 HY0568  ___________________________________________________________________
 HY0568  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HY0568  DYNAMIC HT  -         205.041 (meters)     672.71  (feet)  COMP
 HY0568  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 HY0568
 HY0568  VERT ORDER  -  SECOND    CLASS 0
 HY0568
 HY0568.The horizontal coordinates were scaled from a topographic map and have
 HY0568.an estimated accuracy of +/- 6 seconds.
 HY0568
 HY0568.The orthometric height was determined by differential leveling
 HY0568.and adjusted by the National Geodetic Survey in June 1991..
 HY0568
 HY0568.The geoid height was determined by GEOID03.
 HY0568
 HY0568.The dynamic height is computed by dividing the NAVD 88
 HY0568.geopotential number by the normal gravity value computed on the
 HY0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0568.degrees latitude (g = 980.6199 gals.).
 HY0568
 HY0568.The modeled gravity was interpolated from observed gravity values.
 HY0568
 HY0568;                    North         East    Units  Estimated Accuracy
 HY0568;SPC WV S     -   130,350.      499,990.      MT  (+/- 180 meters Scaled)
 HY0568
 HY0568                          SUPERSEDED SURVEY CONTROL
 HY0568
 HY0568  NGVD 29 (??/??/92)  205.396  (m)          673.87   (f) ADJ UNCH    2 0
 HY0568
 HY0568.Superseded values are not recommended for survey control.
 HY0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0568.See file dsdata.txt to determine how the superseded data were derived.
 HY0568
 HY0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC000251(NAD 83)
 HY0568_MARKER: DB = BENCH MARK DISK
 HY0568_SETTING: 66 = SET IN ROCK OUTCROP
 HY0568_SP_SET: ROCK CUT
 HY0568_STAMPING: B 152 1957
 HY0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0568+STABILITY: POSITION/ELEVATION WELL
 HY0568
 HY0568  HISTORY     - Date     Condition        Report By
 HY0568  HISTORY     - 1957     MONUMENTED       CGS
 HY0568
 HY0568                          STATION DESCRIPTION
 HY0568
 HY0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0568'2.3 MI E FROM MIDKIFF.
 HY0568'ABOUT 2.3 MILE EAST ALONG GRAVEL ROAD FROM THE CHESAPEAKE AND
 HY0568'OHIO RAILWAY STATION AT MIDKIFF, 0.45 MILE EAST OF A SMALL
 HY0568'WOODEN SCHOOL HOUSE (BEECH GROVE SCHOOL), 0.2 MILE EAST OF THE
 HY0568'JUNCTION OF ROAD LEADING SOUTH AT A SMALL STORE AT KINDER, 19.0
 HY0568'FEET NORTH OF THE CENTER LINE OF GRAVEL ROAD, 65 YARDS WEST
 HY0568'OF THE BREAK IN ROAD GRADE, SET VERTICALLY IN THE SOUTH FACE
 HY0568'OF A SOLID LAYER OF ROCK IN A 15 FOOT HIGH CUT AND 4 1/2 FEET
 HY0568'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0564 ***********************************************************************
 HY0564  DESIGNATION -  B 153
 HY0564  PID         -  HY0564
 HY0564  STATE/COUNTY-  WV/LINCOLN
 HY0564  USGS QUAD   -  HAGER (1962)
 HY0564
 HY0564                         *CURRENT SURVEY CONTROL
 HY0564  ___________________________________________________________________
 HY0564* NAD 83(1986)-  38 09 40.     (N)    082 03 48.     (W)     SCALED    
 HY0564* NAVD 88     -       216.051  (meters)     708.83   (feet)  ADJUSTED  
 HY0564  ___________________________________________________________________
 HY0564  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 HY0564  DYNAMIC HT  -         215.896 (meters)     708.32  (feet)  COMP
 HY0564  MODELED GRAV-     979,907.8   (mgal)                       NAVD 88
 HY0564
 HY0564  VERT ORDER  -  SECOND    CLASS 0
 HY0564
 HY0564.The horizontal coordinates were scaled from a topographic map and have
 HY0564.an estimated accuracy of +/- 6 seconds.
 HY0564
 HY0564.The orthometric height was determined by differential leveling
 HY0564.and adjusted by the National Geodetic Survey in June 1991..
 HY0564
 HY0564.The geoid height was determined by GEOID03.
 HY0564
 HY0564.The dynamic height is computed by dividing the NAVD 88
 HY0564.geopotential number by the normal gravity value computed on the
 HY0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0564.degrees latitude (g = 980.6199 gals.).
 HY0564
 HY0564.The modeled gravity was interpolated from observed gravity values.
 HY0564
 HY0564;                    North         East    Units  Estimated Accuracy
 HY0564;SPC WV S     -   129,400.      506,820.      MT  (+/- 180 meters Scaled)
 HY0564
 HY0564                          SUPERSEDED SURVEY CONTROL
 HY0564
 HY0564  NGVD 29 (??/??/92)  216.261  (m)          709.52   (f) ADJ UNCH    2 0
 HY0564
 HY0564.Superseded values are not recommended for survey control.
 HY0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0564.See file dsdata.txt to determine how the superseded data were derived.
 HY0564
 HY0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC068242(NAD 83)
 HY0564_MARKER: DB = BENCH MARK DISK
 HY0564_SETTING: 66 = SET IN ROCK OUTCROP
 HY0564_SP_SET: ROCK CUT
 HY0564_STAMPING: B 153 1957
 HY0564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0564+STABILITY: POSITION/ELEVATION WELL
 HY0564
 HY0564  HISTORY     - Date     Condition        Report By
 HY0564  HISTORY     - 1957     MONUMENTED       CGS
 HY0564
 HY0564                          STATION DESCRIPTION
 HY0564
 HY0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0564'2.9 MI NW FROM SPURLOCKVILLE.
 HY0564'ABOUT 2.9 MILE NORTHWEST ALONG A GRAVEL ROAD FOLLOWING MUD RIVER
 HY0564'FROM THE SCHOOL AT SPURLOCKVILLE, 55 YARDS SOUTHWEST OF DRIVE
 HY0564'NORTHWEST TO A BARN, 40 YARDS SOUTHWEST OF A 4-FOOT CONCRETE
 HY0564'AND STONE CULVERT UNDER THE ROAD, 15 FEET NORTHWEST OF THE
 HY0564'CENTER LINE OF THE ROAD, SET VERTICALLY IN THE SOUTHEAST FACE
 HY0564'OF 8-FOOT HIGH CUT IN ROCK, 22 YARDS SOUTHWEST OF THE NORTHEAST
 HY0564'END OF THE CUT, ABOUT 2 1/2 FEET ABOVE THE GROUND AND 2 FEET
 HY0564'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2203 ***********************************************************************
 HX2203  DESIGNATION -  B 154
 HX2203  PID         -  HX2203
 HX2203  STATE/COUNTY-  WV/LINCOLN
 HX2203  USGS QUAD   -  MUD (1976)
 HX2203
 HX2203                         *CURRENT SURVEY CONTROL
 HX2203  ___________________________________________________________________
 HX2203* NAD 83(1986)-  38 04 30.     (N)    081 58 34.     (W)     SCALED    
 HX2203* NAVD 88     -       263.485  (meters)     864.45   (feet)  ADJUSTED  
 HX2203  ___________________________________________________________________
 HX2203  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HX2203  DYNAMIC HT  -         263.295 (meters)     863.83  (feet)  COMP
 HX2203  MODELED GRAV-     979,902.2   (mgal)                       NAVD 88
 HX2203
 HX2203  VERT ORDER  -  SECOND    CLASS 0
 HX2203
 HX2203.The horizontal coordinates were scaled from a topographic map and have
 HX2203.an estimated accuracy of +/- 6 seconds.
 HX2203
 HX2203.The orthometric height was determined by differential leveling
 HX2203.and adjusted by the National Geodetic Survey in June 1991..
 HX2203
 HX2203.The geoid height was determined by GEOID03.
 HX2203
 HX2203.The dynamic height is computed by dividing the NAVD 88
 HX2203.geopotential number by the normal gravity value computed on the
 HX2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2203.degrees latitude (g = 980.6199 gals.).
 HX2203
 HX2203.The modeled gravity was interpolated from observed gravity values.
 HX2203
 HX2203;                    North         East    Units  Estimated Accuracy
 HX2203;SPC WV S     -   119,760.      514,360.      MT  (+/- 180 meters Scaled)
 HX2203
 HX2203                          SUPERSEDED SURVEY CONTROL
 HX2203
 HX2203  NGVD 29 (??/??/92)  263.697  (m)          865.15   (f) ADJ UNCH    2 0
 HX2203
 HX2203.Superseded values are not recommended for survey control.
 HX2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2203.See file dsdata.txt to determine how the superseded data were derived.
 HX2203
 HX2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC143145(NAD 83)
 HX2203_MARKER: DB = BENCH MARK DISK
 HX2203_SETTING: 80 = SET IN A BOULDER
 HX2203_SP_SET: BOULDER
 HX2203_STAMPING: B 154 1957
 HX2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2203+STABILITY: SURFACE MOTION
 HX2203
 HX2203  HISTORY     - Date     Condition        Report By
 HX2203  HISTORY     - 1957     MONUMENTED       CGS
 HX2203
 HX2203                          STATION DESCRIPTION
 HX2203
 HX2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2203'2.2 MI S FROM MUD.
 HX2203'ABOUT 0.85 MILE SOUTHEAST ALONG A DIRT ROAD FOLLOWING MUD RIVER
 HX2203'FROM THE STORE AND POST OFFICE AT MUD, THENCE 1.35 MILE SOUTH
 HX2203'ALONG A DIRT ROAD FOLLOWING CONNELLY CREEK, 0.5 MILE NORTH OF
 HX2203'CANNELTON SCHOOL, 0.15 MILE NORTH OF A LOG HOUSE PAINTED BLACK
 HX2203'AND WHITE, 0.1 MILE SOUTH OF TRAIL LEADING SOUTHWEST INTO GIRDER
 HX2203'FORK, 41 FEET WEST OF THE CENTER LINE OF THE ROAD, 10 1/2 FEET
 HX2203'WEST OF FENCE LINE, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 HX2203'LARGEST AND VEGETATION COVERED BOULDER OF A GROUP OF BOULDERS,
 HX2203'2 1/2 FEET SOUTHWEST OF THE EAST CORNER OF THE BOULDER, ABOUT
 HX2203'2 1/2 FEET ABOVE THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE
 HX2203'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0387 ***********************************************************************
 GY0387  DESIGNATION -  B 155
 GY0387  PID         -  GY0387
 GY0387  STATE/COUNTY-  WV/LOGAN
 GY0387  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0387
 GY0387                         *CURRENT SURVEY CONTROL
 GY0387  ___________________________________________________________________
 GY0387* NAD 83(1986)-  37 54 03.     (N)    082 06 54.     (W)     SCALED    
 GY0387* NAVD 88     -       391.566  (meters)    1284.66   (feet)  ADJUSTED  
 GY0387  ___________________________________________________________________
 GY0387  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GY0387  DYNAMIC HT  -         391.278 (meters)    1283.72  (feet)  COMP
 GY0387  MODELED GRAV-     979,882.8   (mgal)                       NAVD 88
 GY0387
 GY0387  VERT ORDER  -  SECOND    CLASS 0
 GY0387
 GY0387.The horizontal coordinates were scaled from a topographic map and have
 GY0387.an estimated accuracy of +/- 6 seconds.
 GY0387
 GY0387.The orthometric height was determined by differential leveling
 GY0387.and adjusted by the National Geodetic Survey in June 1991..
 GY0387
 GY0387.The geoid height was determined by GEOID03.
 GY0387
 GY0387.The dynamic height is computed by dividing the NAVD 88
 GY0387.geopotential number by the normal gravity value computed on the
 GY0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0387.degrees latitude (g = 980.6199 gals.).
 GY0387
 GY0387.The modeled gravity was interpolated from observed gravity values.
 GY0387
 GY0387;                    North         East    Units  Estimated Accuracy
 GY0387;SPC WV S     -   100,570.      501,940.      MT  (+/- 180 meters Scaled)
 GY0387
 GY0387                          SUPERSEDED SURVEY CONTROL
 GY0387
 GY0387  NGVD 29 (??/??/92)  391.779  (m)         1285.36   (f) ADJ UNCH    2 0
 GY0387
 GY0387.Superseded values are not recommended for survey control.
 GY0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0387.See file dsdata.txt to determine how the superseded data were derived.
 GY0387
 GY0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB019953(NAD 83)
 GY0387_MARKER: DB = BENCH MARK DISK
 GY0387_SETTING: 66 = SET IN ROCK OUTCROP
 GY0387_SP_SET: ROCK CUT
 GY0387_STAMPING: B 155 1957
 GY0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0387+STABILITY: POSITION/ELEVATION WELL
 GY0387
 GY0387  HISTORY     - Date     Condition        Report By
 GY0387  HISTORY     - 1957     MONUMENTED       CGS
 GY0387
 GY0387                          STATION DESCRIPTION
 GY0387
 GY0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0387'6 MI NW FROM SHEGON.
 GY0387'ABOUT 2.4 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM MUD FORK
 GY0387'BAPTIST CHURCH AT SHEGON, THENCE ABOUT 2.25 MILES NORTHEAST AND
 GY0387'NORTHWEST ALONG A ROAD TO A ROAD JUNCTION AND TOP OF A GAP,
 GY0387'THENCE ABOUT 1.3 MILES NORTHWEST ALONG A ROAD LEADING INTO HART
 GY0387'CREEK AND DALTON SCHOOL, ABOUT 0.5 MILE NORTH AND DOWN HILL
 GY0387'FROM THE TOP OF A GRADE AND GAP, 45 YARDS NORTHWEST OF JUNCTION
 GY0387'OF TWO ROADS WHICH LEAD NORTH AND NORTHEAST, 13 FEET NORTHEAST
 GY0387'OF CENTER LINE OF ROAD, SET VERTICALLY IN THE SOUTHWEST FACE
 GY0387'OF A 5-FOOT HIGH AND 13-FOOT WIDE SMOOTH LAYER OF ROCK IN A
 GY0387'10-FOOT HIGH ROCK CUT, AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0394 ***********************************************************************
 GY0394  DESIGNATION -  B 156
 GY0394  PID         -  GY0394
 GY0394  STATE/COUNTY-  WV/LOGAN
 GY0394  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0394
 GY0394                         *CURRENT SURVEY CONTROL
 GY0394  ___________________________________________________________________
 GY0394* NAD 83(1986)-  37 56 09.     (N)    082 04 05.     (W)     SCALED    
 GY0394* NAVD 88     -       265.335  (meters)     870.52   (feet)  ADJUSTED  
 GY0394  ___________________________________________________________________
 GY0394  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GY0394  DYNAMIC HT  -         265.141 (meters)     869.88  (feet)  COMP
 GY0394  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 GY0394
 GY0394  VERT ORDER  -  SECOND    CLASS 0
 GY0394
 GY0394.The horizontal coordinates were scaled from a topographic map and have
 GY0394.an estimated accuracy of +/- 6 seconds.
 GY0394
 GY0394.The orthometric height was determined by differential leveling
 GY0394.and adjusted by the National Geodetic Survey in June 1991..
 GY0394
 GY0394.The geoid height was determined by GEOID03.
 GY0394
 GY0394.The dynamic height is computed by dividing the NAVD 88
 GY0394.geopotential number by the normal gravity value computed on the
 GY0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0394.degrees latitude (g = 980.6199 gals.).
 GY0394
 GY0394.The modeled gravity was interpolated from observed gravity values.
 GY0394
 GY0394;                    North         East    Units  Estimated Accuracy
 GY0394;SPC WV S     -   104,410.      506,120.      MT  (+/- 180 meters Scaled)
 GY0394
 GY0394                          SUPERSEDED SURVEY CONTROL
 GY0394
 GY0394  NGVD 29 (??/??/92)  265.549  (m)          871.22   (f) ADJ UNCH    2 0
 GY0394
 GY0394.Superseded values are not recommended for survey control.
 GY0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0394.See file dsdata.txt to determine how the superseded data were derived.
 GY0394
 GY0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB061992(NAD 83)
 GY0394_MARKER: DB = BENCH MARK DISK
 GY0394_SETTING: 66 = SET IN ROCK OUTCROP
 GY0394_SP_SET: ROCK CUT
 GY0394_STAMPING: B 156 1957
 GY0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0394+STABILITY: POSITION/ELEVATION WELL
 GY0394
 GY0394  HISTORY     - Date     Condition        Report By
 GY0394  HISTORY     - 1957     MONUMENTED       CGS
 GY0394
 GY0394                          STATION DESCRIPTION
 GY0394
 GY0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0394'4.8 MI SW FROM CHAPMANVILLE.
 GY0394'ABOUT 4.75 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE HIGH
 GY0394'SCHOOL AT CHAPMANVILLE, ABOUT 0.35 MILE EAST OF TOP OF A GRADE
 GY0394'AND GAP, ABOUT 0.6 MILE SOUTHWEST OF A 75-FOOT BRIDGE OVER
 GY0394'CRAWLEY CREEK, SET VERTICALLY IN THE SOUTHWEST FACE OF A HEAVY
 GY0394'LAYER OF ROCK AT BOTTOM OF A 12-FOOT HIGH ROCK CUT, 22 FEET
 GY0394'NORTHEAST OF CENTER LINE OF ROAD, 93 FEET EAST OF NORTH END OF
 GY0394'A 2-FOOT STONE CULVERT UNDER ROAD AND ABOUT 2 FEET ABOVE LEVEL OF
 GY0394'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2214 ***********************************************************************
 HX2214  DESIGNATION -  B 157
 HX2214  PID         -  HX2214
 HX2214  STATE/COUNTY-  WV/BOONE
 HX2214  USGS QUAD   -  MUD (1976)
 HX2214
 HX2214                         *CURRENT SURVEY CONTROL
 HX2214  ___________________________________________________________________
 HX2214* NAD 83(1986)-  38 00 40.     (N)    081 53 08.     (W)     SCALED    
 HX2214* NAVD 88     -       278.536  (meters)     913.83   (feet)  ADJUSTED  
 HX2214  ___________________________________________________________________
 HX2214  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HX2214  DYNAMIC HT  -         278.334 (meters)     913.17  (feet)  COMP
 HX2214  MODELED GRAV-     979,897.3   (mgal)                       NAVD 88
 HX2214
 HX2214  VERT ORDER  -  SECOND    CLASS 0
 HX2214
 HX2214.The horizontal coordinates were scaled from a topographic map and have
 HX2214.an estimated accuracy of +/- 6 seconds.
 HX2214
 HX2214.The orthometric height was determined by differential leveling
 HX2214.and adjusted by the National Geodetic Survey in June 1991..
 HX2214
 HX2214.The geoid height was determined by GEOID03.
 HX2214
 HX2214.The dynamic height is computed by dividing the NAVD 88
 HX2214.geopotential number by the normal gravity value computed on the
 HX2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2214.degrees latitude (g = 980.6199 gals.).
 HX2214
 HX2214.The modeled gravity was interpolated from observed gravity values.
 HX2214
 HX2214;                    North         East    Units  Estimated Accuracy
 HX2214;SPC WV S     -   112,590.      522,240.      MT  (+/- 180 meters Scaled)
 HX2214
 HX2214                          SUPERSEDED SURVEY CONTROL
 HX2214
 HX2214  NGVD 29 (??/??/92)  278.744  (m)          914.51   (f) ADJ UNCH    2 0
 HX2214
 HX2214.Superseded values are not recommended for survey control.
 HX2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2214.See file dsdata.txt to determine how the superseded data were derived.
 HX2214
 HX2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC222074(NAD 83)
 HX2214_MARKER: DB = BENCH MARK DISK
 HX2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2214_STAMPING: B 157 1957
 HX2214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2214+STABILITY: SURFACE MOTION
 HX2214
 HX2214  HISTORY     - Date     Condition        Report By
 HX2214  HISTORY     - 1957     MONUMENTED       CGS
 HX2214
 HX2214                          STATION DESCRIPTION
 HX2214
 HX2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2214'7 MI SW FROM MADISON.
 HX2214'ABOUT 2.9 MILE SOUTH ALONG U.S. 119 FROM ITS JUNCTION WITH
 HX2214'STATE HIGHWAY 79 AT MADISON, THENCE 3.3 MILE SOUTHWEST ALONG
 HX2214'GRAVEL ROAD, THENCE 0.75 MILE SOUTHWEST ALONG BLACKTOP ROAD, 12
 HX2214'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 73 FEET WEST
 HX2214'OF THE WEST CORNER OF A WHITE PAINTED DWELLING, 2 FEET SOUTHWEST
 HX2214'OF TELEPHONE POLE NUMBER 89, ABOUT LEVEL WITH THE ROAD, SET IN
 HX2214'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0206 ***********************************************************************
 GY0206  DESIGNATION -  B 158
 GY0206  PID         -  GY0206
 GY0206  STATE/COUNTY-  WV/MINGO
 GY0206  USGS QUAD   -  TRACE (1976)
 GY0206
 GY0206                         *CURRENT SURVEY CONTROL
 GY0206  ___________________________________________________________________
 GY0206* NAD 83(1986)-  37 52 53.     (N)    082 11 18.     (W)     SCALED    
 GY0206* NAVD 88     -       296.284  (meters)     972.06   (feet)  ADJUSTED  
 GY0206  ___________________________________________________________________
 GY0206  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GY0206  DYNAMIC HT  -         296.064 (meters)     971.34  (feet)  COMP
 GY0206  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 GY0206
 GY0206  VERT ORDER  -  SECOND    CLASS 0
 GY0206
 GY0206.The horizontal coordinates were scaled from a topographic map and have
 GY0206.an estimated accuracy of +/- 6 seconds.
 GY0206
 GY0206.The orthometric height was determined by differential leveling
 GY0206.and adjusted by the National Geodetic Survey in June 1991..
 GY0206
 GY0206.The geoid height was determined by GEOID03.
 GY0206
 GY0206.The dynamic height is computed by dividing the NAVD 88
 GY0206.geopotential number by the normal gravity value computed on the
 GY0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0206.degrees latitude (g = 980.6199 gals.).
 GY0206
 GY0206.The modeled gravity was interpolated from observed gravity values.
 GY0206
 GY0206;                    North         East    Units  Estimated Accuracy
 GY0206;SPC WV S     -    98,490.      495,470.      MT  (+/- 180 meters Scaled)
 GY0206
 GY0206                          SUPERSEDED SURVEY CONTROL
 GY0206
 GY0206  NGVD 29 (??/??/92)  296.495  (m)          972.75   (f) ADJ UNCH    2 0
 GY0206
 GY0206.Superseded values are not recommended for survey control.
 GY0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0206.See file dsdata.txt to determine how the superseded data were derived.
 GY0206
 GY0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB954933(NAD 83)
 GY0206_MARKER: DB = BENCH MARK DISK
 GY0206_SETTING: 66 = SET IN ROCK OUTCROP
 GY0206_SP_SET: ROCK CUT
 GY0206_STAMPING: B 158 1957
 GY0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0206+STABILITY: POSITION/ELEVATION WELL
 GY0206
 GY0206  HISTORY     - Date     Condition        Report By
 GY0206  HISTORY     - 1957     MONUMENTED       CGS
 GY0206
 GY0206                          STATION DESCRIPTION
 GY0206
 GY0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0206'1.1 MI NW FROM DINGESS.
 GY0206'ABOUT 1.1 MILES NORTHWEST ALONG A GRAVEL ROAD FOLLOWING OLD
 GY0206'GRADE OF THE NORFOLK AND WESTERN RAILWAY FROM THE SCHOOL AT
 GY0206'DINGESS, ON THE INSIDE AND NEAR THE SOUTH END OF A CURVE WITH
 GY0206'TANGENTS EXTENDING SOUTH AND NORTHWEST, ABOUT 25 FEET NORTH OF
 GY0206'NORTH END OF A GREEN FRAME HOUSE WHICH IS LOCATED IN A VALLEY
 GY0206'EAST AND BELOW ROAD, SET VERTICALLY IN THE EAST FACE OF A LONG
 GY0206'ROCK CUT, 19 FEET WEST OF CENTER LINE OF ROAD, 2 FEET ABOVE
 GY0206'GROUND AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1995 ***********************************************************************
 HW1995  DESIGNATION -  B 16
 HW1995  PID         -  HW1995
 HW1995  STATE/COUNTY-  WV/POCAHONTAS
 HW1995  USGS QUAD   -  DURBIN (1995)
 HW1995
 HW1995                         *CURRENT SURVEY CONTROL
 HW1995  ___________________________________________________________________
 HW1995* NAD 83(1986)-  38 35 09.     (N)    079 50 38.     (W)     SCALED    
 HW1995* NAVD 88     -      1038.618  (meters)    3407.53   (feet)  ADJUSTED  
 HW1995  ___________________________________________________________________
 HW1995  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HW1995  DYNAMIC HT  -        1037.757 (meters)    3404.71  (feet)  COMP
 HW1995  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 HW1995
 HW1995  VERT ORDER  -  SECOND    CLASS 0
 HW1995
 HW1995.The horizontal coordinates were scaled from a topographic map and have
 HW1995.an estimated accuracy of +/- 6 seconds.
 HW1995
 HW1995.The orthometric height was determined by differential leveling
 HW1995.and adjusted by the National Geodetic Survey in June 1991..
 HW1995
 HW1995.The geoid height was determined by GEOID03.
 HW1995
 HW1995.The dynamic height is computed by dividing the NAVD 88
 HW1995.geopotential number by the normal gravity value computed on the
 HW1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1995.degrees latitude (g = 980.6199 gals.).
 HW1995
 HW1995.The modeled gravity was interpolated from observed gravity values.
 HW1995
 HW1995;                    North         East    Units  Estimated Accuracy
 HW1995;SPC WV S     -   176,640.      700,720.      MT  (+/- 180 meters Scaled)
 HW1995
 HW1995                          SUPERSEDED SURVEY CONTROL
 HW1995
 HW1995  NGVD 29 (??/??/92) 1038.672  (m)         3407.71   (f) ADJ UNCH    2 0
 HW1995
 HW1995.Superseded values are not recommended for survey control.
 HW1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1995.See file dsdata.txt to determine how the superseded data were derived.
 HW1995
 HW1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC006714(NAD 83)
 HW1995_MARKER: DB = BENCH MARK DISK
 HW1995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1995_SP_SET: CULVERT
 HW1995_STAMPING: B 16 1934
 HW1995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1995
 HW1995  HISTORY     - Date     Condition        Report By
 HW1995  HISTORY     - 1934     MONUMENTED       CGS
 HW1995  HISTORY     - 1962     GOOD             NGS
 HW1995
 HW1995                          STATION DESCRIPTION
 HW1995
 HW1995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1995'4.2 MI NW FROM DURBIN.
 HW1995'ABOUT 4.15 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 HW1995'OFFICE AT DURBIN, ON THE OUTSIDE OF A CURVE, AT A ROADSIDE
 HW1995'PARK, 2 1/2 FEET NORTHWEST OF A FIRE PLACE, 48 FEET WEST OF
 HW1995'CENTER LINE OF HIGHWAY, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY,
 HW1995'AND SET ON TOP OF SOUTH END OF WEST HEAD WALL OF A 8 FOOT
 HW1995'CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0742 ***********************************************************************
 HY0742  DESIGNATION -  B 160
 HY0742  PID         -  HY0742
 HY0742  STATE/COUNTY-  WV/WAYNE
 HY0742  USGS QUAD   -  KIAHSVILLE (1975)
 HY0742
 HY0742                         *CURRENT SURVEY CONTROL
 HY0742  ___________________________________________________________________
 HY0742* NAD 83(1986)-  38 01 18.     (N)    082 21 48.     (W)     SCALED    
 HY0742* NAVD 88     -       332.708  (meters)    1091.56   (feet)  ADJUSTED  
 HY0742  ___________________________________________________________________
 HY0742  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HY0742  DYNAMIC HT  -         332.468 (meters)    1090.77  (feet)  COMP
 HY0742  MODELED GRAV-     979,898.0   (mgal)                       NAVD 88
 HY0742
 HY0742  VERT ORDER  -  SECOND    CLASS 0
 HY0742
 HY0742.The horizontal coordinates were scaled from a topographic map and have
 HY0742.an estimated accuracy of +/- 6 seconds.
 HY0742
 HY0742.The orthometric height was determined by differential leveling
 HY0742.and adjusted by the National Geodetic Survey in June 1991..
 HY0742
 HY0742.The geoid height was determined by GEOID03.
 HY0742
 HY0742.The dynamic height is computed by dividing the NAVD 88
 HY0742.geopotential number by the normal gravity value computed on the
 HY0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0742.degrees latitude (g = 980.6199 gals.).
 HY0742
 HY0742.The modeled gravity was interpolated from observed gravity values.
 HY0742
 HY0742;                    North         East    Units  Estimated Accuracy
 HY0742;SPC WV S     -   114,270.      480,300.      MT  (+/- 180 meters Scaled)
 HY0742
 HY0742                          SUPERSEDED SURVEY CONTROL
 HY0742
 HY0742  NGVD 29 (??/??/92)  332.923  (m)         1092.26   (f) ADJ UNCH    2 0
 HY0742
 HY0742.Superseded values are not recommended for survey control.
 HY0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0742.See file dsdata.txt to determine how the superseded data were derived.
 HY0742
 HY0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC803090(NAD 83)
 HY0742_MARKER: DB = BENCH MARK DISK
 HY0742_SETTING: 66 = SET IN ROCK OUTCROP
 HY0742_SP_SET: ROCK LEDGE
 HY0742_STAMPING: B 160 1957
 HY0742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0742+STABILITY: POSITION/ELEVATION WELL
 HY0742
 HY0742  HISTORY     - Date     Condition        Report By
 HY0742  HISTORY     - 1957     MONUMENTED       CGS
 HY0742
 HY0742                          STATION DESCRIPTION
 HY0742
 HY0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0742'5.3 MI E FROM DUNLOW.
 HY0742'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0742'DUNLOW, THENCE ABOUT 4.5 MILES SOUTHEAST AND EAST ALONG A ROAD
 HY0742'FOLLOWING BIG BRANCH AND LEADING INTO MILAM CREEK, ON THE
 HY0742'NORTHEAST SLOPE OF A STEEP ROCKY GRADE, IN THE TOP OF THE
 HY0742'NORTHEAST END OF A ROCK LEDGE AT POINT WHERE LEDGE IS ABOUT 4
 HY0742'FEET HIGH, 12 FEET SOUTHEAST OF CENTER LINE OF ROAD, 1 1/2 FEET
 HY0742'SOUTH OF NORTH EDGE OF LEDGE, 1 1/2 FEET SOUTHEAST AND ABOVE A
 HY0742'6-INCH TRIANGLE CHISELED IN NORTHWEST FACE OF LEDGE AND 5 FEET
 HY0742'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0366 ***********************************************************************
 GY0366  DESIGNATION -  B 161
 GY0366  PID         -  GY0366
 GY0366  STATE/COUNTY-  WV/LINCOLN
 GY0366  USGS QUAD   -  WILSONDALE (1981)
 GY0366
 GY0366                         *CURRENT SURVEY CONTROL
 GY0366  ___________________________________________________________________
 GY0366* NAD 83(1986)-  37 58 22.     (N)    082 15 23.     (W)     SCALED    
 GY0366* NAVD 88     -       252.040  (meters)     826.90   (feet)  ADJUSTED  
 GY0366  ___________________________________________________________________
 GY0366  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 GY0366  DYNAMIC HT  -         251.855 (meters)     826.29  (feet)  COMP
 GY0366  MODELED GRAV-     979,891.4   (mgal)                       NAVD 88
 GY0366
 GY0366  VERT ORDER  -  SECOND    CLASS 0
 GY0366
 GY0366.The horizontal coordinates were scaled from a topographic map and have
 GY0366.an estimated accuracy of +/- 6 seconds.
 GY0366
 GY0366.The orthometric height was determined by differential leveling
 GY0366.and adjusted by the National Geodetic Survey in June 1991..
 GY0366
 GY0366.The geoid height was determined by GEOID03.
 GY0366
 GY0366.The dynamic height is computed by dividing the NAVD 88
 GY0366.geopotential number by the normal gravity value computed on the
 GY0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0366.degrees latitude (g = 980.6199 gals.).
 GY0366
 GY0366.The modeled gravity was interpolated from observed gravity values.
 GY0366
 GY0366;                    North         East    Units  Estimated Accuracy
 GY0366;SPC WV S     -   108,720.      489,620.      MT  (+/- 180 meters Scaled)
 GY0366
 GY0366                          SUPERSEDED SURVEY CONTROL
 GY0366
 GY0366  NGVD 29 (??/??/92)  252.253  (m)          827.60   (f) ADJ UNCH    2 0
 GY0366
 GY0366.Superseded values are not recommended for survey control.
 GY0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0366.See file dsdata.txt to determine how the superseded data were derived.
 GY0366
 GY0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC896035(NAD 83)
 GY0366_MARKER: DB = BENCH MARK DISK
 GY0366_SETTING: 66 = SET IN ROCK OUTCROP
 GY0366_SP_SET: ROCK CLIFF
 GY0366_STAMPING: B 161 1957
 GY0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0366+STABILITY: POSITION/ELEVATION WELL
 GY0366
 GY0366  HISTORY     - Date     Condition        Report By
 GY0366  HISTORY     - 1957     MONUMENTED       CGS
 GY0366
 GY0366                          STATION DESCRIPTION
 GY0366
 GY0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0366'4.6 MI N FROM BREEDEN.
 GY0366'ABOUT 0.9 MILE NORTHWEST ALONG A GRAVEL ROAD FOLLOWING THE OLD
 GY0366'GRADE OF THE NORFOLK AND WESTERN RAILWAY FROM THE JUNCTION OF
 GY0366'ROAD SOUTHWEST ALONG BREEDEN CREEK AT BREEDEN, THENCE ABOUT
 GY0366'2.2 MILES NORTHEAST ALONG A ROUGH ROAD LEADING OVER MOUNTAIN,
 GY0366'THENCE ABOUT 1.0 MILE NORTHWEST ALONG A ROAD FOLLOWING EAST FORK
 GY0366'OF TWELVEPOLE CREEK, THENCE ABOUT 0.5 MILE NORTHEAST ALONG
 GY0366'A ROAD FOLLOWING LAUREL BRANCH, ABOUT 0.4 MILE NORTH OF A
 GY0366'SCHOOL ON EAST SIDE OF ROAD, AT A POINT WHERE ROAD FOLLOWS IN
 GY0366'LAUREL BRANCH, SET VERTICALLY IN THE EAST FACE OF A ROCK CLIFF,
 GY0366'DIRECTLY ABOVE A 2-FOOT WIDE LEDGE ON EAST FACE OF LEDGE, 12
 GY0366'FEET WEST OF CENTER LINE OF ROAD, 7 FEET SOUTH OF NORTH END OF
 GY0366'LEDGE AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2161 ***********************************************************************
 GX2161  DESIGNATION -  B 162
 GX2161  PID         -  GX2161
 GX2161  STATE/COUNTY-  WV/MINGO
 GX2161  USGS QUAD   -  MAN (1976)
 GX2161
 GX2161                         *CURRENT SURVEY CONTROL
 GX2161  ___________________________________________________________________
 GX2161* NAD 83(1986)-  37 38 20.     (N)    081 52 38.     (W)     SCALED    
 GX2161* NAVD 88     -       245.908  (meters)     806.78   (feet)  ADJUSTED  
 GX2161  ___________________________________________________________________
 GX2161  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GX2161  DYNAMIC HT  -         245.720 (meters)     806.17  (feet)  COMP
 GX2161  MODELED GRAV-     979,860.3   (mgal)                       NAVD 88
 GX2161
 GX2161  VERT ORDER  -  SECOND    CLASS 0
 GX2161
 GX2161.The horizontal coordinates were scaled from a topographic map and have
 GX2161.an estimated accuracy of +/- 6 seconds.
 GX2161
 GX2161.The orthometric height was determined by differential leveling
 GX2161.and adjusted by the National Geodetic Survey in June 1991..
 GX2161
 GX2161.The geoid height was determined by GEOID03.
 GX2161
 GX2161.The dynamic height is computed by dividing the NAVD 88
 GX2161.geopotential number by the normal gravity value computed on the
 GX2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2161.degrees latitude (g = 980.6199 gals.).
 GX2161
 GX2161.The modeled gravity was interpolated from observed gravity values.
 GX2161
 GX2161;                    North         East    Units  Estimated Accuracy
 GX2161;SPC WV S     -    71,280.      522,580.      MT  (+/- 180 meters Scaled)
 GX2161
 GX2161                          SUPERSEDED SURVEY CONTROL
 GX2161
 GX2161  NGVD 29 (??/??/92)  246.115  (m)          807.46   (f) ADJ UNCH    2 0
 GX2161
 GX2161.Superseded values are not recommended for survey control.
 GX2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2161.See file dsdata.txt to determine how the superseded data were derived.
 GX2161
 GX2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB226661(NAD 83)
 GX2161_MARKER: DB = BENCH MARK DISK
 GX2161_SETTING: 66 = SET IN ROCK OUTCROP
 GX2161_SP_SET: ROCK CUT
 GX2161_STAMPING: B 162 1957
 GX2161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2161+STABILITY: POSITION/ELEVATION WELL
 GX2161
 GX2161  HISTORY     - Date     Condition        Report By
 GX2161  HISTORY     - 1957     MONUMENTED       CGS
 GX2161  HISTORY     - 1963     GOOD             AEROS
 GX2161
 GX2161                          STATION DESCRIPTION
 GX2161
 GX2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2161'2.4 MI N FROM GILBERT.
 GX2161'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION
 GX2161'OF U.S. HIGHWAY 52 AT GILBERT, AT TAMCLIFF, NEAR THE WEST END
 GX2161'OF HIGHWAY BRIDGE OVER GUYANDOT RIVER, AT THE JUNCTION OF A
 GX2161'GRAVEL ROAD SOUTH, SET VERTICALLY IN THE EAST FACE OF A ROCK CUT,
 GX2161'31 FEET SOUTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND GRAVEL ROAD,
 GX2161'12 FEET WEST OF CENTER LINE OF GRAVEL ROAD SOUTH, 51 FEET WEST
 GX2161'AND ACROSS GRAVEL ROAD FROM SOUTHWEST CORNER OF BRIDGE, ABOUT 2
 GX2161'FEET SOUTH OF THE EXTENDED SOUTH SIDE OF BRIDGE AND 2 1/2 FEET
 GX2161'ABOVE LEVEL OF HIGHWAY.
 GX2161
 GX2161                          STATION RECOVERY (1963)
 GX2161
 GX2161'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2229 ***********************************************************************
 GX2229  DESIGNATION -  B 163
 GX2229  PID         -  GX2229
 GX2229  STATE/COUNTY-  WV/LOGAN
 GX2229  USGS QUAD   -  HENLAWSON (1976)
 GX2229
 GX2229                         *CURRENT SURVEY CONTROL
 GX2229  ___________________________________________________________________
 GX2229* NAD 83(1986)-  37 54 22.     (N)    081 58 47.     (W)     SCALED    
 GX2229* NAVD 88     -       201.560  (meters)     661.28   (feet)  ADJUSTED  
 GX2229  ___________________________________________________________________
 GX2229  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GX2229  DYNAMIC HT  -         201.413 (meters)     660.80  (feet)  COMP
 GX2229  MODELED GRAV-     979,896.3   (mgal)                       NAVD 88
 GX2229
 GX2229  VERT ORDER  -  SECOND    CLASS 0
 GX2229
 GX2229.The horizontal coordinates were scaled from a topographic map and have
 GX2229.an estimated accuracy of +/- 6 seconds.
 GX2229
 GX2229.The orthometric height was determined by differential leveling
 GX2229.and adjusted by the National Geodetic Survey in June 1991..
 GX2229
 GX2229.The geoid height was determined by GEOID03.
 GX2229
 GX2229.The dynamic height is computed by dividing the NAVD 88
 GX2229.geopotential number by the normal gravity value computed on the
 GX2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2229.degrees latitude (g = 980.6199 gals.).
 GX2229
 GX2229.The modeled gravity was interpolated from observed gravity values.
 GX2229
 GX2229;                    North         East    Units  Estimated Accuracy
 GX2229;SPC WV S     -   101,020.      513,850.      MT  (+/- 180 meters Scaled)
 GX2229
 GX2229                          SUPERSEDED SURVEY CONTROL
 GX2229
 GX2229  NGVD 29 (??/??/92)  201.776  (m)          661.99   (f) ADJ UNCH    2 0
 GX2229
 GX2229.Superseded values are not recommended for survey control.
 GX2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2229.See file dsdata.txt to determine how the superseded data were derived.
 GX2229
 GX2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB138958(NAD 83)
 GX2229_MARKER: DB = BENCH MARK DISK
 GX2229_SETTING: 66 = SET IN ROCK OUTCROP
 GX2229_SP_SET: ROCK CLIFF
 GX2229_STAMPING: B 163 1957
 GX2229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2229+STABILITY: POSITION/ELEVATION WELL
 GX2229
 GX2229  HISTORY     - Date     Condition        Report By
 GX2229  HISTORY     - 1957     MONUMENTED       CGS
 GX2229
 GX2229                          STATION DESCRIPTION
 GX2229
 GX2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2229'1.8 MI S FROM PECKS MILL.
 GX2229'ABOUT 1.85 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX2229'THE OVERPASS OF STATE HIGHWAY 10 OVER TRACKS AT PECKS MILL,
 GX2229'337 YARDS NORTHEAST OF MILE POST 61, SET VERTICALLY IN THE
 GX2229'SLANTING NORTHWEST FACE OF A 35-FOOT HIGH SOLID ROCK CLIFF,
 GX2229'13 FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST MAIN TRACK AND
 GX2229'ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1142 ***********************************************************************
 GX1142  DESIGNATION -  B 164
 GX1142  PID         -  GX1142
 GX1142  STATE/COUNTY-  WV/WYOMING
 GX1142  USGS QUAD   -  RHODELL (1976)
 GX1142
 GX1142                         *CURRENT SURVEY CONTROL
 GX1142  ___________________________________________________________________
 GX1142* NAD 83(1986)-  37 35 26.     (N)    081 19 31.     (W)     SCALED    
 GX1142* NAVD 88     -       474.588  (meters)    1557.04   (feet)  ADJUSTED  
 GX1142  ___________________________________________________________________
 GX1142  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1142  DYNAMIC HT  -         474.196 (meters)    1555.76  (feet)  COMP
 GX1142  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 GX1142
 GX1142  VERT ORDER  -  SECOND    CLASS 0
 GX1142
 GX1142.The horizontal coordinates were scaled from a topographic map and have
 GX1142.an estimated accuracy of +/- 6 seconds.
 GX1142
 GX1142.The orthometric height was determined by differential leveling
 GX1142.and adjusted by the National Geodetic Survey in June 1991..
 GX1142
 GX1142.The geoid height was determined by GEOID03.
 GX1142
 GX1142.The dynamic height is computed by dividing the NAVD 88
 GX1142.geopotential number by the normal gravity value computed on the
 GX1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1142.degrees latitude (g = 980.6199 gals.).
 GX1142
 GX1142.The modeled gravity was interpolated from observed gravity values.
 GX1142
 GX1142;                    North         East    Units  Estimated Accuracy
 GX1142;SPC WV S     -    65,600.      571,270.      MT  (+/- 180 meters Scaled)
 GX1142
 GX1142                          SUPERSEDED SURVEY CONTROL
 GX1142
 GX1142  NGVD 29 (??/??/92)  474.745  (m)         1557.56   (f) ADJ UNCH    2 0
 GX1142
 GX1142.Superseded values are not recommended for survey control.
 GX1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1142.See file dsdata.txt to determine how the superseded data were derived.
 GX1142
 GX1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB712604(NAD 83)
 GX1142_MARKER: DB = BENCH MARK DISK
 GX1142_SETTING: 66 = SET IN ROCK OUTCROP
 GX1142_SP_SET: ROCK CUT
 GX1142_STAMPING: B 164 1960
 GX1142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1142+STABILITY: POSITION/ELEVATION WELL
 GX1142
 GX1142  HISTORY     - Date     Condition        Report By
 GX1142  HISTORY     - 1960     MONUMENTED       CGS
 GX1142  HISTORY     - 1980     GOOD             LOCSUR
 GX1142
 GX1142                          STATION DESCRIPTION
 GX1142
 GX1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1142'1.2 MI NE FROM STEPHENSON.
 GX1142'ABOUT 1.15 MILES NORTHEAST ALONG THE VIRGINIAN RAILWAY FROM THE
 GX1142'HIGHWAY BRIDGE OVER GUYANDOT RIVER AT STEPHENSON, ABOUT 3.8 MILES
 GX1142'SOUTHWEST OF GENERAL STORE NO. 26 AT HELEN, RALEIGH COUNTY, ABOUT
 GX1142'0.4 MILE SOUTHWEST OF MILE POST 7, SET VERTICALLY IN FACE OF A
 GX1142'ROCK CUT, ABOUT 0.8 MILE SOUTHWEST OF RAILROAD JUNCTION AT AMIGO,
 GX1142'18 FEET SOUTHWEST OF SOUTHWEST RAIL, 83 FEET SOUTHEAST AND ACROSS
 GX1142'TRACK FROM TELEPHONE POLE NO. 72, AND ABOUT 1 1/2 FEET ABOVE
 GX1142'LEVEL OF TRACK.
 GX1142
 GX1142                          STATION RECOVERY (1980)
 GX1142
 GX1142'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1424 ***********************************************************************
 HW1424  DESIGNATION -  B 17
 HW1424  PID         -  HW1424
 HW1424  STATE/COUNTY-  WV/PENDLETON
 HW1424  USGS QUAD   -  FRANKLIN (1995)
 HW1424
 HW1424                         *CURRENT SURVEY CONTROL
 HW1424  ___________________________________________________________________
 HW1424* NAD 83(1986)-  38 39 20.     (N)    079 19 57.     (W)     SCALED    
 HW1424* NAVD 88     -       543.659  (meters)    1783.65   (feet)  ADJUSTED  
 HW1424  ___________________________________________________________________
 HW1424  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HW1424  DYNAMIC HT  -         543.265 (meters)    1782.36  (feet)  COMP
 HW1424  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 HW1424
 HW1424  VERT ORDER  -  SECOND    CLASS 0
 HW1424
 HW1424.The horizontal coordinates were scaled from a topographic map and have
 HW1424.an estimated accuracy of +/- 6 seconds.
 HW1424
 HW1424.The orthometric height was determined by differential leveling
 HW1424.and adjusted by the National Geodetic Survey in June 1991..
 HW1424
 HW1424.The geoid height was determined by GEOID03.
 HW1424
 HW1424.The dynamic height is computed by dividing the NAVD 88
 HW1424.geopotential number by the normal gravity value computed on the
 HW1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1424.degrees latitude (g = 980.6199 gals.).
 HW1424
 HW1424.The modeled gravity was interpolated from observed gravity values.
 HW1424
 HW1424;                    North         East    Units  Estimated Accuracy
 HW1424;SPC WV S     -   185,060.      745,130.      MT  (+/- 180 meters Scaled)
 HW1424
 HW1424                          SUPERSEDED SURVEY CONTROL
 HW1424
 HW1424  NGVD 29 (??/??/92)  543.780  (m)         1784.05   (f) ADJ UNCH    2 0
 HW1424
 HW1424.Superseded values are not recommended for survey control.
 HW1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1424.See file dsdata.txt to determine how the superseded data were derived.
 HW1424
 HW1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC450798(NAD 83)
 HW1424_MARKER: DB = BENCH MARK DISK
 HW1424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1424_SP_SET: CULVERT
 HW1424_STAMPING: B 17 1934
 HW1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1424
 HW1424  HISTORY     - Date     Condition        Report By
 HW1424  HISTORY     - 1934     MONUMENTED       CGS
 HW1424  HISTORY     - 1954     GOOD             USE
 HW1424
 HW1424                          STATION DESCRIPTION
 HW1424
 HW1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1424'1.2 MI N FROM FRANKLIN.
 HW1424'1.2 MILES NORTH ALONG U.S. HIGHWAY 33 FROM FRANKLIN, PENDLETON
 HW1424'COUNTY, AT THE JUNCTION OF THE U.S. HIGHWAY 220, DIRECTLY ACROSS
 HW1424'THE HIGHWAY FROM THE HOME OF JOHN KEYON, AT A CULVERT, IN THE
 HW1424'TOP OF THE NORTH END OF THE WINGWALL, 7 YARDS EAST OF THE
 HW1424'CENTERLINE OF THE HIGHWAY, AND 2 FEET LOWER THAN THE HIGHWAY.
 HW1424'A STANDARD DISK, STAMPED B 17 1934.
 HW1424
 HW1424                          STATION RECOVERY (1954)
 HW1424
 HW1424'RECOVERY NOTE BY US ENGINEERS 1954
 HW1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2605 ***********************************************************************
 HX2605  DESIGNATION -  B 175
 HX2605  PID         -  HX2605
 HX2605  STATE/COUNTY-  WV/MASON
 HX2605  USGS QUAD   -  NEW HAVEN (1994)
 HX2605
 HX2605                         *CURRENT SURVEY CONTROL
 HX2605  ___________________________________________________________________
 HX2605* NAD 83(1986)-  38 57 06.     (N)    081 54 55.     (W)     SCALED    
 HX2605* NAVD 88     -       175.180  (meters)     574.74   (feet)  ADJUSTED  
 HX2605  ___________________________________________________________________
 HX2605  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 HX2605  DYNAMIC HT  -         175.070 (meters)     574.38  (feet)  COMP
 HX2605  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 HX2605
 HX2605  VERT ORDER  -  SECOND    CLASS 0
 HX2605
 HX2605.The horizontal coordinates were scaled from a topographic map and have
 HX2605.an estimated accuracy of +/- 6 seconds.
 HX2605
 HX2605.The orthometric height was determined by differential leveling
 HX2605.and adjusted by the National Geodetic Survey in June 1991..
 HX2605
 HX2605.The geoid height was determined by GEOID03.
 HX2605
 HX2605.The dynamic height is computed by dividing the NAVD 88
 HX2605.geopotential number by the normal gravity value computed on the
 HX2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2605.degrees latitude (g = 980.6199 gals.).
 HX2605
 HX2605.The modeled gravity was interpolated from observed gravity values.
 HX2605
 HX2605;                    North         East    Units  Estimated Accuracy
 HX2605;SPC WV S     -   217,020.      520,660.      MT  (+/- 180 meters Scaled)
 HX2605
 HX2605                          SUPERSEDED SURVEY CONTROL
 HX2605
 HX2605  NGVD 29 (??/??/92)  175.378  (m)          575.39   (f) ADJ UNCH    2 0
 HX2605
 HX2605.Superseded values are not recommended for survey control.
 HX2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2605.See file dsdata.txt to determine how the superseded data were derived.
 HX2605
 HX2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD206118(NAD 83)
 HX2605_MARKER: DB = BENCH MARK DISK
 HX2605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2605_SP_SET: ABUTMENT
 HX2605_STAMPING: B 175 1958
 HX2605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2605
 HX2605  HISTORY     - Date     Condition        Report By
 HX2605  HISTORY     - 1958     MONUMENTED       CGS
 HX2605  HISTORY     - 1976     GOOD             NGS
 HX2605
 HX2605                          STATION DESCRIPTION
 HX2605
 HX2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2605'1.1 MI SE FROM GRAHAM.
 HX2605'ABOUT 1.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2605'FROM THE ROAD CROSSING AT GRAHAM, 75 YARDS SOUTHEAST OF MILE
 HX2605'POST 149, IN THE TOP OF THE SOUTHWEST END OF BLACK WALL OF
 HX2605'NORTH-WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 1488 OVER
 HX2605'WEST CREEK, 7 FEET SOUTHWEST OF SOUTHWEST RAIL AND ABOUT 1 FOOT
 HX2605'BELOW LEVEL OF TRACK.
 HX2605
 HX2605                          STATION RECOVERY (1976)
 HX2605
 HX2605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2424 ***********************************************************************
 GX2424  DESIGNATION -  B 176
 GX2424  PID         -  GX2424
 GX2424  STATE/COUNTY-  WV/MINGO
 GX2424  USGS QUAD   -  GILBERT (1977)
 GX2424
 GX2424                         *CURRENT SURVEY CONTROL
 GX2424  ___________________________________________________________________
 GX2424* NAD 83(1986)-  37 36 03.     (N)    081 51 55.     (W)     SCALED    
 GX2424* NAVD 88     -       261.510  (meters)     857.97   (feet)  ADJUSTED  
 GX2424  ___________________________________________________________________
 GX2424  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX2424  DYNAMIC HT  -         261.310 (meters)     857.31  (feet)  COMP
 GX2424  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 GX2424
 GX2424  VERT ORDER  -  SECOND    CLASS 0
 GX2424
 GX2424.The horizontal coordinates were scaled from a topographic map and have
 GX2424.an estimated accuracy of +/- 6 seconds.
 GX2424
 GX2424.The orthometric height was determined by differential leveling
 GX2424.and adjusted by the National Geodetic Survey in June 1991..
 GX2424
 GX2424.The geoid height was determined by GEOID03.
 GX2424
 GX2424.The dynamic height is computed by dividing the NAVD 88
 GX2424.geopotential number by the normal gravity value computed on the
 GX2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2424.degrees latitude (g = 980.6199 gals.).
 GX2424
 GX2424.The modeled gravity was interpolated from observed gravity values.
 GX2424
 GX2424;                    North         East    Units  Estimated Accuracy
 GX2424;SPC WV S     -    67,040.      523,590.      MT  (+/- 180 meters Scaled)
 GX2424
 GX2424                          SUPERSEDED SURVEY CONTROL
 GX2424
 GX2424  NGVD 29 (??/??/92)  261.715  (m)          858.64   (f) ADJ UNCH    2 0
 GX2424
 GX2424.Superseded values are not recommended for survey control.
 GX2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2424.See file dsdata.txt to determine how the superseded data were derived.
 GX2424
 GX2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB236618(NAD 83)
 GX2424_MARKER: DB = BENCH MARK DISK
 GX2424_SETTING: 66 = SET IN ROCK OUTCROP
 GX2424_SP_SET: ROCK CUT
 GX2424_STAMPING: B 176 1958
 GX2424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2424+STABILITY: POSITION/ELEVATION WELL
 GX2424
 GX2424  HISTORY     - Date     Condition        Report By
 GX2424  HISTORY     - 1958     MONUMENTED       CGS
 GX2424  HISTORY     - 1963     GOOD             AEROS
 GX2424
 GX2424                          STATION DESCRIPTION
 GX2424
 GX2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2424'2 MI SE FROM GILBERT.
 GX2424'ABOUT 1.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE
 GX2424'JUNCTION OF STATE HIGHWAY 80 AT GILBERT, 0.15 MILE NORTHEAST OF A
 GX2424'SIDE ROAD LEADING SOUTHEAST ACROSS A BRIDGE OVER THE GUYANDOT
 GX2424'RIVER, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT, 26 FEET
 GX2424'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET NORTH OF
 GX2424'AND ACROSS THE HIGHWAY FROM THE THIRD POWER LINE POLE (NO. 1048
 GX2424'A 60) NORTHEAST OF THE SIDE ROAD, AND ABOUT 3 1/2 FEET ABOVE THE
 GX2424'LEVEL OF THE HIGHWAY.
 GX2424
 GX2424                          STATION RECOVERY (1963)
 GX2424
 GX2424'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2468 ***********************************************************************
 GX2468  DESIGNATION -  B 177
 GX2468  PID         -  GX2468
 GX2468  STATE/COUNTY-  WV/WYOMING
 GX2468  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2468
 GX2468                         *CURRENT SURVEY CONTROL
 GX2468  ___________________________________________________________________
 GX2468* NAD 83(1986)-  37 35 10.     (N)    081 43 09.     (W)     SCALED    
 GX2468* NAVD 88     -       349.008  (meters)    1145.04   (feet)  ADJUSTED  
 GX2468  ___________________________________________________________________
 GX2468  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX2468  DYNAMIC HT  -         348.735 (meters)    1144.14  (feet)  COMP
 GX2468  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 GX2468
 GX2468  VERT ORDER  -  SECOND    CLASS 0
 GX2468
 GX2468.The horizontal coordinates were scaled from a topographic map and have
 GX2468.an estimated accuracy of +/- 6 seconds.
 GX2468
 GX2468.The orthometric height was determined by differential leveling
 GX2468.and adjusted by the National Geodetic Survey in June 1991..
 GX2468
 GX2468.The geoid height was determined by GEOID03.
 GX2468
 GX2468.The dynamic height is computed by dividing the NAVD 88
 GX2468.geopotential number by the normal gravity value computed on the
 GX2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2468.degrees latitude (g = 980.6199 gals.).
 GX2468
 GX2468.The modeled gravity was interpolated from observed gravity values.
 GX2468
 GX2468;                    North         East    Units  Estimated Accuracy
 GX2468;SPC WV S     -    65,300.      536,480.      MT  (+/- 180 meters Scaled)
 GX2468
 GX2468                          SUPERSEDED SURVEY CONTROL
 GX2468
 GX2468  NGVD 29 (??/??/92)  349.194  (m)         1145.65   (f) ADJ UNCH    2 0
 GX2468
 GX2468.Superseded values are not recommended for survey control.
 GX2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2468.See file dsdata.txt to determine how the superseded data were derived.
 GX2468
 GX2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB365601(NAD 83)
 GX2468_MARKER: DB = BENCH MARK DISK
 GX2468_SETTING: 66 = SET IN ROCK OUTCROP
 GX2468_SP_SET: CUT
 GX2468_STAMPING: B 177 1958
 GX2468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2468+STABILITY: POSITION/ELEVATION WELL
 GX2468
 GX2468  HISTORY     - Date     Condition        Report By
 GX2468  HISTORY     - 1958     MONUMENTED       CGS
 GX2468  HISTORY     - 1963     GOOD             AEROS
 GX2468
 GX2468                          STATION DESCRIPTION
 GX2468
 GX2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2468'3.4 MI W FROM BAILEYVILLE.
 GX2468'ABOUT 3.4 MILES WEST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 GX2468'OVER GUYANDOT RIVER AT BAILEYSVILLE, ALONG THE VIRGINIAN RAILWAY,
 GX2468'0.1 MILE NORTHWEST OF MILE POST 29, ABOUT 6 RAILS SOUTHEAST OF
 GX2468'CROSSING OF THE TRACK AND BLACK TOP ROAD, SET VERTICALLY IN THE
 GX2468'NORTHEAST FACE OF A ROCK CUT, 11 FEET SOUTHWEST OF SOUTHWEST
 GX2468'RAIL, 43 FEET SOUTHWEST AND ACROSS TRACK FROM CENTER LINE OF
 GX2468'ROAD, 3 1/2 FEET ABOVE GROUND AND ABOUT 2 1/2 FEET ABOVE LEVEL
 GX2468'OF TRACK.
 GX2468
 GX2468                          STATION RECOVERY (1963)
 GX2468
 GX2468'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2449 ***********************************************************************
 GX2449  DESIGNATION -  B 178
 GX2449  PID         -  GX2449
 GX2449  STATE/COUNTY-  WV/WYOMING
 GX2449  USGS QUAD   -  PINEVILLE (1976)
 GX2449
 GX2449                         *CURRENT SURVEY CONTROL
 GX2449  ___________________________________________________________________
 GX2449* NAD 83(1986)-  37 35 04.     (N)    081 33 12.     (W)     SCALED    
 GX2449* NAVD 88     -       389.898  (meters)    1279.19   (feet)  ADJUSTED  
 GX2449  ___________________________________________________________________
 GX2449  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX2449  DYNAMIC HT  -         389.587 (meters)    1278.17  (feet)  COMP
 GX2449  MODELED GRAV-     979,821.8   (mgal)                       NAVD 88
 GX2449
 GX2449  VERT ORDER  -  SECOND    CLASS 0
 GX2449
 GX2449.The horizontal coordinates were scaled from a topographic map and have
 GX2449.an estimated accuracy of +/- 6 seconds.
 GX2449
 GX2449.The orthometric height was determined by differential leveling
 GX2449.and adjusted by the National Geodetic Survey in June 1991..
 GX2449
 GX2449.The geoid height was determined by GEOID03.
 GX2449
 GX2449.The dynamic height is computed by dividing the NAVD 88
 GX2449.geopotential number by the normal gravity value computed on the
 GX2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2449.degrees latitude (g = 980.6199 gals.).
 GX2449
 GX2449.The modeled gravity was interpolated from observed gravity values.
 GX2449
 GX2449;                    North         East    Units  Estimated Accuracy
 GX2449;SPC WV S     -    65,010.      551,130.      MT  (+/- 180 meters Scaled)
 GX2449
 GX2449                          SUPERSEDED SURVEY CONTROL
 GX2449
 GX2449  NGVD 29 (??/??/92)  390.069  (m)         1279.75   (f) ADJ UNCH    2 0
 GX2449
 GX2449.Superseded values are not recommended for survey control.
 GX2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2449.See file dsdata.txt to determine how the superseded data were derived.
 GX2449
 GX2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB511598(NAD 83)
 GX2449_MARKER: DB = BENCH MARK DISK
 GX2449_SETTING: 66 = SET IN ROCK OUTCROP
 GX2449_SP_SET: CUT
 GX2449_STAMPING: B 178 1958
 GX2449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2449+STABILITY: POSITION/ELEVATION WELL
 GX2449
 GX2449  HISTORY     - Date     Condition        Report By
 GX2449  HISTORY     - 1958     MONUMENTED       CGS
 GX2449  HISTORY     - 1963     GOOD             AEROS
 GX2449  HISTORY     - 1980     GOOD             LOCSUR
 GX2449
 GX2449                          STATION DESCRIPTION
 GX2449
 GX2449'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2449'1 MI W FROM PINEVILLE.
 GX2449'ABOUT 1.05 MILES WEST ALONG A BLACK TOP ROAD TO BAILEYSVILLE
 GX2449'FROM THE COURTHOUSE AT PINEVILLE, ON THE OUTSIDE OF A LONG
 GX2449'CURVE WITH TANGENTS EXTENDING EAST AND SOUTH, 0.1 MILE SOUTHWEST
 GX2449'OF THE NORTHEAST END OF A HUGE ROCK CUT, SET VERTICALLY IN THE
 GX2449'SOUTHEAST FACE OF THE CUT, 27 FEET NORTHWEST OF THE CENTER LINE
 GX2449'OF THE ROAD, 3 1/2 FEET ABOVE THE GROUND, 1 1/2 FEET ABOVE A
 GX2449'6-INCH LEDGE ON THE FACE OF THE CUT, AND ABOUT 4 FEET ABOVE THE
 GX2449'LEVEL OF THE ROAD.
 GX2449
 GX2449                          STATION RECOVERY (1963)
 GX2449
 GX2449'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2449'RECOVERED IN GOOD CONDITION.
 GX2449
 GX2449                          STATION RECOVERY (1980)
 GX2449
 GX2449'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1890 ***********************************************************************
 GX1890  DESIGNATION -  B 179
 GX1890  PID         -  GX1890
 GX1890  STATE/COUNTY-  WV/MCDOWELL
 GX1890  USGS QUAD   -  WAR (1977)
 GX1890
 GX1890                         *CURRENT SURVEY CONTROL
 GX1890  ___________________________________________________________________
 GX1890* NAD 83(1986)-  37 18 09.     (N)    081 40 46.     (W)     SCALED    
 GX1890* NAVD 88     -       412.675  (meters)    1353.92   (feet)  ADJUSTED  
 GX1890  ___________________________________________________________________
 GX1890  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX1890  DYNAMIC HT  -         412.330 (meters)    1352.79  (feet)  COMP
 GX1890  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GX1890
 GX1890  VERT ORDER  -  SECOND    CLASS 0
 GX1890
 GX1890.The horizontal coordinates were scaled from a topographic map and have
 GX1890.an estimated accuracy of +/- 6 seconds.
 GX1890
 GX1890.The orthometric height was determined by differential leveling
 GX1890.and adjusted by the National Geodetic Survey in June 1991..
 GX1890
 GX1890.The geoid height was determined by GEOID03.
 GX1890
 GX1890.The dynamic height is computed by dividing the NAVD 88
 GX1890.geopotential number by the normal gravity value computed on the
 GX1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1890.degrees latitude (g = 980.6199 gals.).
 GX1890
 GX1890.The modeled gravity was interpolated from observed gravity values.
 GX1890
 GX1890;                    North         East    Units  Estimated Accuracy
 GX1890;SPC WV S     -    33,800.      539,760.      MT  (+/- 180 meters Scaled)
 GX1890
 GX1890                          SUPERSEDED SURVEY CONTROL
 GX1890
 GX1890  NGVD 29 (??/??/92)  412.835  (m)         1354.44   (f) ADJ UNCH    2 0
 GX1890
 GX1890.Superseded values are not recommended for survey control.
 GX1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1890.See file dsdata.txt to determine how the superseded data were derived.
 GX1890
 GX1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB397286(NAD 83)
 GX1890_MARKER: DB = BENCH MARK DISK
 GX1890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1890_SP_SET: ABUTMENT
 GX1890_STAMPING: B 179 1958
 GX1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1890
 GX1890  HISTORY     - Date     Condition        Report By
 GX1890  HISTORY     - 1958     MONUMENTED       CGS
 GX1890
 GX1890                          STATION DESCRIPTION
 GX1890
 GX1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1890'AT WAR.
 GX1890'AT WAR, ABOUT 0.35 MILE EAST ALONG STATE HIGHWAY 16 FROM THE
 GX1890'POST OFFICE, 11 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 GX1890'IN TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 150-FOOT
 GX1890'BRIDGE OVER DRY FORK, (THE WEST ONE OF TWO BRIDGES), 2 1/2 FEET
 GX1890'SOUTH OF THE NORTH ABUTMENT, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2482 ***********************************************************************
 GX2482  DESIGNATION -  B 180
 GX2482  PID         -  GX2482
 GX2482  STATE/COUNTY-  WV/WYOMING
 GX2482  USGS QUAD   -  OCEANA (1976)
 GX2482
 GX2482                         *CURRENT SURVEY CONTROL
 GX2482  ___________________________________________________________________
 GX2482* NAD 83(1986)-  37 41 16.     (N)    081 39 09.     (W)     SCALED    
 GX2482* NAVD 88     -       377.920  (meters)    1239.89   (feet)  ADJUSTED  
 GX2482  ___________________________________________________________________
 GX2482  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX2482  DYNAMIC HT  -         377.621 (meters)    1238.91  (feet)  COMP
 GX2482  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 GX2482
 GX2482  VERT ORDER  -  SECOND    CLASS 0
 GX2482
 GX2482.The horizontal coordinates were scaled from a topographic map and have
 GX2482.an estimated accuracy of +/- 6 seconds.
 GX2482
 GX2482.The orthometric height was determined by differential leveling
 GX2482.and adjusted by the National Geodetic Survey in June 1991..
 GX2482
 GX2482.The geoid height was determined by GEOID03.
 GX2482
 GX2482.The dynamic height is computed by dividing the NAVD 88
 GX2482.geopotential number by the normal gravity value computed on the
 GX2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2482.degrees latitude (g = 980.6199 gals.).
 GX2482
 GX2482.The modeled gravity was interpolated from observed gravity values.
 GX2482
 GX2482;                    North         East    Units  Estimated Accuracy
 GX2482;SPC WV S     -    76,540.      542,450.      MT  (+/- 180 meters Scaled)
 GX2482
 GX2482                          SUPERSEDED SURVEY CONTROL
 GX2482
 GX2482  NGVD 29 (??/??/92)  378.092  (m)         1240.46   (f) ADJ UNCH    2 0
 GX2482
 GX2482.Superseded values are not recommended for survey control.
 GX2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2482.See file dsdata.txt to determine how the superseded data were derived.
 GX2482
 GX2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB424713(NAD 83)
 GX2482_MARKER: DB = BENCH MARK DISK
 GX2482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2482_SP_SET: BRIDGE
 GX2482_STAMPING: B 180 1958
 GX2482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2482
 GX2482  HISTORY     - Date     Condition        Report By
 GX2482  HISTORY     - 1958     MONUMENTED       CGS
 GX2482  HISTORY     - 1963     GOOD             AEROS
 GX2482
 GX2482                          STATION DESCRIPTION
 GX2482
 GX2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2482'1.5 MI SW FROM OCEANA.
 GX2482'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 10 FROM THE METHODIST
 GX2482'CHURCH AT OCEANA, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG A
 GX2482'BLACK TOP ROAD, ON THE OUTSIDE OF A SHARP CURVE WITH TANGENTS
 GX2482'EXTENDING SOUTHWEST AND NORTH, IN THE TOP OF THE SOUTH WING WALL
 GX2482'OF VIRGINIAN RAILWAY BRIDGE OVER CLEAR FORK, 6 FEET SOUTHEAST
 GX2482'OF SOUTHEAST RAIL, 111 FEET SOUTHEAST AND ACROSS TRACK FROM
 GX2482'CENTER LINE OF ROAD AT CENTER OF JUNCTION OF A NARROW ROAD
 GX2482'LEADING SOUTHEAST ACROSS TRACK AND ABOUT 2 FEET BELOW LEVEL OF
 GX2482'TRACK.
 GX2482
 GX2482                          STATION RECOVERY (1963)
 GX2482
 GX2482'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1200 ***********************************************************************
 GX1200  DESIGNATION -  B 181
 GX1200  PID         -  GX1200
 GX1200  STATE/COUNTY-  WV/WYOMING
 GX1200  USGS QUAD   -  MC GRAWS (1976)
 GX1200
 GX1200                         *CURRENT SURVEY CONTROL
 GX1200  ___________________________________________________________________
 GX1200* NAD 83(1986)-  37 44 13.     (N)    081 27 20.     (W)     SCALED    
 GX1200* NAVD 88     -       553.481  (meters)    1815.88   (feet)  ADJUSTED  
 GX1200  ___________________________________________________________________
 GX1200  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX1200  DYNAMIC HT  -         553.041 (meters)    1814.44  (feet)  COMP
 GX1200  MODELED GRAV-     979,816.6   (mgal)                       NAVD 88
 GX1200
 GX1200  VERT ORDER  -  SECOND    CLASS 0
 GX1200
 GX1200.The horizontal coordinates were scaled from a topographic map and have
 GX1200.an estimated accuracy of +/- 6 seconds.
 GX1200
 GX1200.The orthometric height was determined by differential leveling
 GX1200.and adjusted by the National Geodetic Survey in June 1991..
 GX1200
 GX1200.The geoid height was determined by GEOID03.
 GX1200
 GX1200.The dynamic height is computed by dividing the NAVD 88
 GX1200.geopotential number by the normal gravity value computed on the
 GX1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1200.degrees latitude (g = 980.6199 gals.).
 GX1200
 GX1200.The modeled gravity was interpolated from observed gravity values.
 GX1200
 GX1200;                    North         East    Units  Estimated Accuracy
 GX1200;SPC WV S     -    81,890.      559,850.      MT  (+/- 180 meters Scaled)
 GX1200
 GX1200                          SUPERSEDED SURVEY CONTROL
 GX1200
 GX1200  NGVD 29 (??/??/92)  553.649  (m)         1816.43   (f) ADJ UNCH    2 0
 GX1200
 GX1200.Superseded values are not recommended for survey control.
 GX1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1200.See file dsdata.txt to determine how the superseded data were derived.
 GX1200
 GX1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB598767(NAD 83)
 GX1200_MARKER: DB = BENCH MARK DISK
 GX1200_SETTING: 66 = SET IN ROCK OUTCROP
 GX1200_SP_SET: ROCK
 GX1200_STAMPING: B 181 1958
 GX1200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1200+STABILITY: POSITION/ELEVATION WELL
 GX1200
 GX1200  HISTORY     - Date     Condition        Report By
 GX1200  HISTORY     - 1958     MONUMENTED       CGS
 GX1200
 GX1200                          STATION DESCRIPTION
 GX1200
 GX1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1200'6.6 MI NE FROM GLEN MORRISON.
 GX1200'ABOUT 6.6 MILES NORTHEAST ALONG A BLACK TOP ROAD TO GLEN DANIEL
 GX1200'FROM THE BRIDGE OVER LAUREL FORK CREEK AT GLEN MORRISON, AT THE
 GX1200'JUNCTION OF A SIDE ROAD LEADING NORTHWEST AND UP A DEEP RAVINE
 GX1200'THAT CROSSES THE VIRGINIAN RAILWAY, ABOUT 0.1 MILE NORTHEAST
 GX1200'OF A LARGE COAL TIPPLE, SET VERTICALLY IN THE NORTHWEST FACE
 GX1200'OF A ROCK 15-FEET LONG AND 3 1/2-FEET HIGH AT ITS HIGHEST POINT,
 GX1200'18 FEET SOUTHEAST OF CENTER LINE OF ROAD, 34 FEET SOUTH OF CENTER
 GX1200'LINE OR JUNCTION OF ROAD NORTHWEST, 5 FEET NORTHEAST OF THE
 GX1200'SOUTHWEST END OF THE ROCK, AND ABOUT 1 FOOT ABOVE THE LEVEL
 GX1200'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2095 ***********************************************************************
 GX2095  DESIGNATION -  B 182
 GX2095  PID         -  GX2095
 GX2095  STATE/COUNTY-  WV/MCDOWELL
 GX2095  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX2095
 GX2095                         *CURRENT SURVEY CONTROL
 GX2095  ___________________________________________________________________
 GX2095* NAD 83(1986)-  37 12 44.     (N)    081 33 04.     (W)     SCALED    
 GX2095* NAVD 88     -       555.541  (meters)    1822.64   (feet)  ADJUSTED  
 GX2095  ___________________________________________________________________
 GX2095  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GX2095  DYNAMIC HT  -         555.057 (meters)    1821.05  (feet)  COMP
 GX2095  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 GX2095
 GX2095  VERT ORDER  -  SECOND    CLASS 0
 GX2095
 GX2095.The horizontal coordinates were scaled from a topographic map and have
 GX2095.an estimated accuracy of +/- 6 seconds.
 GX2095
 GX2095.The orthometric height was determined by differential leveling
 GX2095.and adjusted by the National Geodetic Survey in June 1991..
 GX2095
 GX2095.The geoid height was determined by GEOID03.
 GX2095
 GX2095.The dynamic height is computed by dividing the NAVD 88
 GX2095.geopotential number by the normal gravity value computed on the
 GX2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2095.degrees latitude (g = 980.6199 gals.).
 GX2095
 GX2095.The modeled gravity was interpolated from observed gravity values.
 GX2095
 GX2095;                    North         East    Units  Estimated Accuracy
 GX2095;SPC WV S     -    23,700.      551,080.      MT  (+/- 180 meters Scaled)
 GX2095
 GX2095                          SUPERSEDED SURVEY CONTROL
 GX2095
 GX2095  NGVD 29 (??/??/92)  555.672  (m)         1823.07   (f) ADJ UNCH    2 0
 GX2095
 GX2095.Superseded values are not recommended for survey control.
 GX2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2095.See file dsdata.txt to determine how the superseded data were derived.
 GX2095
 GX2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB511185(NAD 83)
 GX2095_MARKER: DB = BENCH MARK DISK
 GX2095_SETTING: 66 = SET IN ROCK OUTCROP
 GX2095_SP_SET: OUTCROP
 GX2095_STAMPING: B 182 1958
 GX2095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2095+STABILITY: POSITION/ELEVATION WELL
 GX2095
 GX2095  HISTORY     - Date     Condition        Report By
 GX2095  HISTORY     - 1958     MONUMENTED       CGS
 GX2095
 GX2095                          STATION DESCRIPTION
 GX2095
 GX2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2095'1 MI E FROM BISHOP.
 GX2095'0.95 MILE EAST ALONG A BLACK TOP ROAD LEADING TO POCAHONTAS FROM
 GX2095'THE JUNCTION OF STATE HIGHWAY 16 AT BISHOP, ABOUT 116 YARDS
 GX2095'SOUTHWEST OF THE JUNCTION OF THE SOUTHWEST DRIVE TO THREE SMALL
 GX2095'WHITE PAINTED HOUSES, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 GX2095'ROCK CLIFF THAT IS UNDER A SHALE OVERHANGING LEDGE, 25 FEET
 GX2095'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT ABOVE THE GROUND,
 GX2095'5 FEET SOUTHWEST OF THE EAST CORNER OF A 10-FOOT JOG IN THE CLIFF,
 GX2095'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1210 ***********************************************************************
 GX1210  DESIGNATION -  B 183
 GX1210  PID         -  GX1210
 GX1210  STATE/COUNTY-  WV/RALEIGH
 GX1210  USGS QUAD   -  ECCLES (1989)
 GX1210
 GX1210                         *CURRENT SURVEY CONTROL
 GX1210  ___________________________________________________________________
 GX1210* NAD 83(1986)-  37 46 43.     (N)    081 20 05.     (W)     SCALED    
 GX1210* NAVD 88     -       579.605  (meters)    1901.59   (feet)  ADJUSTED  
 GX1210  ___________________________________________________________________
 GX1210  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GX1210  DYNAMIC HT  -         579.138 (meters)    1900.06  (feet)  COMP
 GX1210  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GX1210
 GX1210  VERT ORDER  -  SECOND    CLASS 0
 GX1210
 GX1210.The horizontal coordinates were scaled from a topographic map and have
 GX1210.an estimated accuracy of +/- 6 seconds.
 GX1210
 GX1210.The orthometric height was determined by differential leveling
 GX1210.and adjusted by the National Geodetic Survey in June 1991..
 GX1210
 GX1210.The geoid height was determined by GEOID03.
 GX1210
 GX1210.The dynamic height is computed by dividing the NAVD 88
 GX1210.geopotential number by the normal gravity value computed on the
 GX1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1210.degrees latitude (g = 980.6199 gals.).
 GX1210
 GX1210.The modeled gravity was interpolated from observed gravity values.
 GX1210
 GX1210;                    North         East    Units  Estimated Accuracy
 GX1210;SPC WV S     -    86,470.      570,510.      MT  (+/- 180 meters Scaled)
 GX1210
 GX1210                          SUPERSEDED SURVEY CONTROL
 GX1210
 GX1210  NGVD 29 (??/??/92)  579.772  (m)         1902.14   (f) ADJ UNCH    2 0
 GX1210
 GX1210.Superseded values are not recommended for survey control.
 GX1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1210.See file dsdata.txt to determine how the superseded data were derived.
 GX1210
 GX1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB705813(NAD 83)
 GX1210_MARKER: DB = BENCH MARK DISK
 GX1210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1210_SP_SET: CULVERT
 GX1210_STAMPING: B 183 1958
 GX1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1210
 GX1210  HISTORY     - Date     Condition        Report By
 GX1210  HISTORY     - 1958     MONUMENTED       CGS
 GX1210  HISTORY     - 1960     GOOD             NGS
 GX1210
 GX1210                          STATION DESCRIPTION
 GX1210
 GX1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1210'0.4 MI E FROM GLEN DANIEL.
 GX1210'0.4 MILE EAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT GLEN
 GX1210'DANIEL, ALSO 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE
 GX1210'JUNCTION OF A BLACK TOP ROAD LEADING SOUTH TO LESTER AT SURVEYOR,
 GX1210'ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND
 GX1210'SOUTHEAST, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 GX1210'HEADWALL FOR A 10-FOOT CONCRETE BOX CULVERT, 18 FEET NORTHEAST
 GX1210'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF THE NORTHWEST
 GX1210'AND OF THE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2051 ***********************************************************************
 GX2051  DESIGNATION -  B 184
 GX2051  PID         -  GX2051
 GX2051  STATE/COUNTY-  WV/MCDOWELL
 GX2051  USGS QUAD   -  GARY (1977)
 GX2051
 GX2051                         *CURRENT SURVEY CONTROL
 GX2051  ___________________________________________________________________
 GX2051* NAD 83(1986)-  37 16 40.     (N)    081 30 20.     (W)     SCALED    
 GX2051* NAVD 88     -       835.899  (meters)    2742.45   (feet)  ADJUSTED  
 GX2051  ___________________________________________________________________
 GX2051  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GX2051  DYNAMIC HT  -         835.177 (meters)    2740.08  (feet)  COMP
 GX2051  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 GX2051
 GX2051  VERT ORDER  -  SECOND    CLASS 0
 GX2051
 GX2051.The horizontal coordinates were scaled from a topographic map and have
 GX2051.an estimated accuracy of +/- 6 seconds.
 GX2051
 GX2051.The orthometric height was determined by differential leveling
 GX2051.and adjusted by the National Geodetic Survey in June 1991..
 GX2051
 GX2051.The geoid height was determined by GEOID03.
 GX2051
 GX2051.The dynamic height is computed by dividing the NAVD 88
 GX2051.geopotential number by the normal gravity value computed on the
 GX2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2051.degrees latitude (g = 980.6199 gals.).
 GX2051
 GX2051.The modeled gravity was interpolated from observed gravity values.
 GX2051
 GX2051;                    North         East    Units  Estimated Accuracy
 GX2051;SPC WV S     -    30,950.      555,160.      MT  (+/- 180 meters Scaled)
 GX2051
 GX2051                          SUPERSEDED SURVEY CONTROL
 GX2051
 GX2051  NGVD 29 (??/??/92)  836.041  (m)         2742.91   (f) ADJ UNCH    2 0
 GX2051
 GX2051.Superseded values are not recommended for survey control.
 GX2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2051.See file dsdata.txt to determine how the superseded data were derived.
 GX2051
 GX2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB551258(NAD 83)
 GX2051_MARKER: DB = BENCH MARK DISK
 GX2051_SETTING: 66 = SET IN ROCK OUTCROP
 GX2051_SP_SET: LEDGE
 GX2051_STAMPING: B 184 1958
 GX2051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2051+STABILITY: POSITION/ELEVATION WELL
 GX2051
 GX2051  HISTORY     - Date     Condition        Report By
 GX2051  HISTORY     - 1958     MONUMENTED       CGS
 GX2051
 GX2051                          STATION DESCRIPTION
 GX2051
 GX2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2051'8.1 MI NE FROM BISHOP.
 GX2051'4.1 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 GX2051'STATE HIGHWAY 16 AT BISHOP, THENCE 4.0 MILES NORTH ALONG A GRADED
 GX2051'ROAD, AT A POINT WHERE A CONTOUR MINE ROAD CUTS THROUGH THE MAIN
 GX2051'ROAD, ON THE INSIDE OF A CURVE IN THE MINE ROAD WITH TANGENTS
 GX2051'EXTENDING NORTHWEST AND NORTHEAST, IN TOP OF A FLAT LEDGE OF ROCK
 GX2051'THAT IS PART OF A LARGE CUT, 31 FEET NORTH OF THE CENTER LINE
 GX2051'OF THE MINE ROAD, 45 FEET NORTHEAST OF THE CENTER OF THE JUNCTION
 GX2051'OF ROAD LEADING SOUTH, 15 FEET EAST OF THE CENTER LINE OF AN
 GX2051'ABANDONED ROAD NORTH, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE
 GX2051'ROAD JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2337 ***********************************************************************
 GX2337  DESIGNATION -  B 185
 GX2337  PID         -  GX2337
 GX2337  STATE/COUNTY-  WV/BOONE
 GX2337  USGS QUAD   -  WHARTON (1988)
 GX2337
 GX2337                         *CURRENT SURVEY CONTROL
 GX2337  ___________________________________________________________________
 GX2337* NAD 83(1986)-  37 57 57.     (N)    081 39 53.     (W)     SCALED    
 GX2337* NAVD 88     -       272.579  (meters)     894.29   (feet)  ADJUSTED  
 GX2337  ___________________________________________________________________
 GX2337  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GX2337  DYNAMIC HT  -         272.376 (meters)     893.62  (feet)  COMP
 GX2337  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 GX2337
 GX2337  VERT ORDER  -  SECOND    CLASS 0
 GX2337
 GX2337.The horizontal coordinates were scaled from a topographic map and have
 GX2337.an estimated accuracy of +/- 6 seconds.
 GX2337
 GX2337.The orthometric height was determined by differential leveling
 GX2337.and adjusted by the National Geodetic Survey in June 1991..
 GX2337
 GX2337.The geoid height was determined by GEOID03.
 GX2337
 GX2337.The dynamic height is computed by dividing the NAVD 88
 GX2337.geopotential number by the normal gravity value computed on the
 GX2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2337.degrees latitude (g = 980.6199 gals.).
 GX2337
 GX2337.The modeled gravity was interpolated from observed gravity values.
 GX2337
 GX2337;                    North         East    Units  Estimated Accuracy
 GX2337;SPC WV S     -   107,410.      541,590.      MT  (+/- 180 meters Scaled)
 GX2337
 GX2337                          SUPERSEDED SURVEY CONTROL
 GX2337
 GX2337  NGVD 29 (??/??/92)  272.779  (m)          894.94   (f) ADJ UNCH    2 0
 GX2337
 GX2337.Superseded values are not recommended for survey control.
 GX2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2337.See file dsdata.txt to determine how the superseded data were derived.
 GX2337
 GX2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC416022(NAD 83)
 GX2337_MARKER: DB = BENCH MARK DISK
 GX2337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2337_SP_SET: ABUTMENT
 GX2337_STAMPING: B 185 1958
 GX2337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2337
 GX2337  HISTORY     - Date     Condition        Report By
 GX2337  HISTORY     - 1958     MONUMENTED       CGS
 GX2337
 GX2337                          STATION DESCRIPTION
 GX2337
 GX2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2337'3.2 MI E FROM VAN.
 GX2337'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 78 FROM THE JUNCTION
 GX2337'OF STATE HIGHWAY 79 AT VAN, 40 YARDS SOUTHWEST OF THE CENTER
 GX2337'OF THE JUNCTION OF A GRAVEL ROAD LEADING EAST UPSTREAM ALONG
 GX2337'BROWNS BRANCH, 57 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 GX2337'IN TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF CHESAPEAKE
 GX2337'AND OHIO RAILWAY BRIDGE 31 OVER BROWNS BRANCH, 7 FEET WEST OF THE
 GX2337'WEST RAIL, 1 FOOT BELOW THE LEVEL OF THE TRACK, 0.1 MILE SOUTH
 GX2337'OF MILE POLE 3, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2240 ***********************************************************************
 HX2240  DESIGNATION -  B 186
 HX2240  PID         -  HX2240
 HX2240  STATE/COUNTY-  WV/BOONE
 HX2240  USGS QUAD   -  MADISON (1976)
 HX2240
 HX2240                         *CURRENT SURVEY CONTROL
 HX2240  ___________________________________________________________________
 HX2240* NAD 83(1986)-  38 03 18.     (N)    081 48 34.     (W)     SCALED    
 HX2240* NAVD 88     -       214.483  (meters)     703.68   (feet)  ADJUSTED  
 HX2240  ___________________________________________________________________
 HX2240  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HX2240  DYNAMIC HT  -         214.328 (meters)     703.17  (feet)  COMP
 HX2240  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 HX2240
 HX2240  VERT ORDER  -  SECOND    CLASS 0
 HX2240
 HX2240.The horizontal coordinates were scaled from a topographic map and have
 HX2240.an estimated accuracy of +/- 6 seconds.
 HX2240
 HX2240.The orthometric height was determined by differential leveling
 HX2240.and adjusted by the National Geodetic Survey in June 1991..
 HX2240
 HX2240.The geoid height was determined by GEOID03.
 HX2240
 HX2240.The dynamic height is computed by dividing the NAVD 88
 HX2240.geopotential number by the normal gravity value computed on the
 HX2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2240.degrees latitude (g = 980.6199 gals.).
 HX2240
 HX2240.The modeled gravity was interpolated from observed gravity values.
 HX2240
 HX2240;                    North         East    Units  Estimated Accuracy
 HX2240;SPC WV S     -   117,400.      528,960.      MT  (+/- 180 meters Scaled)
 HX2240
 HX2240                          SUPERSEDED SURVEY CONTROL
 HX2240
 HX2240  NGVD 29 (??/??/92)  214.689  (m)          704.36   (f) ADJ UNCH    2 0
 HX2240
 HX2240.Superseded values are not recommended for survey control.
 HX2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2240.See file dsdata.txt to determine how the superseded data were derived.
 HX2240
 HX2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC289122(NAD 83)
 HX2240_MARKER: DB = BENCH MARK DISK
 HX2240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2240_SP_SET: ABUTMENT
 HX2240_STAMPING: B 186 1958
 HX2240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2240
 HX2240  HISTORY     - Date     Condition        Report By
 HX2240  HISTORY     - 1958     MONUMENTED       CGS
 HX2240  HISTORY     - 1973     GOOD             LOCENG
 HX2240
 HX2240                          STATION DESCRIPTION
 HX2240
 HX2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2240'1 MI SE FROM MADISON.
 HX2240'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE JUNCTION
 HX2240'OF U.S. HIGHWAY 119 AT MADISON, ALSO 0.25 MILE SOUTH ALONG
 HX2240'STATE HIGHWAY 119 FROM THE COURTHOUSE AT MADISON, THENCE 1.0
 HX2240'MILE SOUTHEAST ALONG STATE HIGHWAY 79, 137 FEET SOUTH OF CENTER
 HX2240'LINE OF HIGHWAY, IN TOP OF THE NORTHEAST END OF THE NORTHWEST
 HX2240'CONCRETE ABUTMENT FOR CHESAPEAKE AND OHIO RAILWAY BRIDGE NO. 09,
 HX2240'OVER POND FORK AT THE CONFLUENCE OF WORKMAN BRANCH, 6 FEET
 HX2240'NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 4 FEET BELOW THE
 HX2240'LEVEL OF THE HIGHWAY.
 HX2240
 HX2240                          STATION RECOVERY (1973)
 HX2240
 HX2240'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2154 ***********************************************************************
 HX2154  DESIGNATION -  B 187
 HX2154  PID         -  HX2154
 HX2154  STATE/COUNTY-  WV/BOONE
 HX2154  USGS QUAD   -  RACINE (1976)
 HX2154
 HX2154                         *CURRENT SURVEY CONTROL
 HX2154  ___________________________________________________________________
 HX2154* NAD 83(1986)-  38 08 14.     (N)    081 40 54.     (W)     SCALED    
 HX2154* NAVD 88     -       205.134  (meters)     673.01   (feet)  ADJUSTED  
 HX2154  ___________________________________________________________________
 HX2154  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HX2154  DYNAMIC HT  -         204.984 (meters)     672.52  (feet)  COMP
 HX2154  MODELED GRAV-     979,896.5   (mgal)                       NAVD 88
 HX2154
 HX2154  VERT ORDER  -  SECOND    CLASS 0
 HX2154
 HX2154.The horizontal coordinates were scaled from a topographic map and have
 HX2154.an estimated accuracy of +/- 6 seconds.
 HX2154
 HX2154.The orthometric height was determined by differential leveling
 HX2154.and adjusted by the National Geodetic Survey in June 1991..
 HX2154
 HX2154.The geoid height was determined by GEOID03.
 HX2154
 HX2154.The dynamic height is computed by dividing the NAVD 88
 HX2154.geopotential number by the normal gravity value computed on the
 HX2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2154.degrees latitude (g = 980.6199 gals.).
 HX2154
 HX2154.The modeled gravity was interpolated from observed gravity values.
 HX2154
 HX2154;                    North         East    Units  Estimated Accuracy
 HX2154;SPC WV S     -   126,440.      540,240.      MT  (+/- 180 meters Scaled)
 HX2154
 HX2154                          SUPERSEDED SURVEY CONTROL
 HX2154
 HX2154  NGVD 29 (??/??/92)  205.343  (m)          673.70   (f) ADJ UNCH    2 0
 HX2154
 HX2154.Superseded values are not recommended for survey control.
 HX2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2154.See file dsdata.txt to determine how the superseded data were derived.
 HX2154
 HX2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC402212(NAD 83)
 HX2154_MARKER: DB = BENCH MARK DISK
 HX2154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2154_SP_SET: ABUTMENT
 HX2154_STAMPING: B 187 1958
 HX2154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2154
 HX2154  HISTORY     - Date     Condition        Report By
 HX2154  HISTORY     - 1958     MONUMENTED       CGS
 HX2154  HISTORY     - 1973     GOOD             LOCENG
 HX2154
 HX2154                          STATION DESCRIPTION
 HX2154
 HX2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2154'AT PEYTONA.
 HX2154'AT PEYTONA, 0.1 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2154'FROM THE CROSSING OF U.S. HIGHWAY 119, 0.1 MILE NORTHWEST OF MILE
 HX2154'POST 14, 0.1 MILE SOUTHEAST OF THE RAILWAY STATION, 66 YARDS
 HX2154'SOUTHEAST OF THE CROSSING OF A GRAVEL ROAD, 6 FEET NORTHEAST OF THE
 HX2154'NORTHEAST RAIL, IN TOP OF THE NORTHEAST END OF THE NORTHWEST
 HX2154'CONCRETE ABUTMENT FOR RAILWAY BRIDGE 139 ACROSS DRAWDY CREEK,
 HX2154'AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 HX2154
 HX2154                          STATION RECOVERY (1973)
 HX2154
 HX2154'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2326 ***********************************************************************
 GX2326  DESIGNATION -  B 188
 GX2326  PID         -  GX2326
 GX2326  STATE/COUNTY-  WV/BOONE
 GX2326  USGS QUAD   -  WHITESVILLE (1988)
 GX2326
 GX2326                         *CURRENT SURVEY CONTROL
 GX2326  ___________________________________________________________________
 GX2326* NAD 83(1986)-  37 57 13.     (N)    081 34 51.     (W)     SCALED    
 GX2326* NAVD 88     -       442.301  (meters)    1451.12   (feet)  ADJUSTED  
 GX2326  ___________________________________________________________________
 GX2326  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GX2326  DYNAMIC HT  -         441.975 (meters)    1450.05  (feet)  COMP
 GX2326  MODELED GRAV-     979,878.2   (mgal)                       NAVD 88
 GX2326
 GX2326  VERT ORDER  -  SECOND    CLASS 0
 GX2326
 GX2326.The horizontal coordinates were scaled from a topographic map and have
 GX2326.an estimated accuracy of +/- 6 seconds.
 GX2326
 GX2326.The orthometric height was determined by differential leveling
 GX2326.and adjusted by the National Geodetic Survey in June 1991..
 GX2326
 GX2326.The geoid height was determined by GEOID03.
 GX2326
 GX2326.The dynamic height is computed by dividing the NAVD 88
 GX2326.geopotential number by the normal gravity value computed on the
 GX2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2326.degrees latitude (g = 980.6199 gals.).
 GX2326
 GX2326.The modeled gravity was interpolated from observed gravity values.
 GX2326
 GX2326;                    North         East    Units  Estimated Accuracy
 GX2326;SPC WV S     -   106,000.      548,960.      MT  (+/- 180 meters Scaled)
 GX2326
 GX2326                          SUPERSEDED SURVEY CONTROL
 GX2326
 GX2326  NGVD 29 (??/??/92)  442.500  (m)         1451.77   (f) ADJ UNCH    2 0
 GX2326
 GX2326.Superseded values are not recommended for survey control.
 GX2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2326.See file dsdata.txt to determine how the superseded data were derived.
 GX2326
 GX2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC489008(NAD 83)
 GX2326_MARKER: DB = BENCH MARK DISK
 GX2326_SETTING: 66 = SET IN ROCK OUTCROP
 GX2326_SP_SET: ROCK CUT
 GX2326_STAMPING: B 188 1958
 GX2326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2326+STABILITY: POSITION/ELEVATION WELL
 GX2326
 GX2326  HISTORY     - Date     Condition        Report By
 GX2326  HISTORY     - 1958     MONUMENTED       CGS
 GX2326
 GX2326                          STATION DESCRIPTION
 GX2326
 GX2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2326'3.8 MI SW FROM WHITESVILLE.
 GX2326'ABOUT 3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE JUNCTION
 GX2326'OF STATE HIGHWAY 3 AT WHITESVILLE, 0.75 MILE SOUTHWEST OF THE
 GX2326'JUNCTION OF A ROAD LEADING SOUTH AND A PUMP IN JUNCTION OF
 GX2326'TRIANGLE FORMED BY ROADS, SET VERTICALLY IN THE SOUTH FACE OF
 GX2326'1-FOOT HIGH LAYER OF ROCK IN SHAL CUT BANK, 14 FEET NORTH
 GX2326'OF THE CENTER LINE OF HIGHWAY AND ON THE INSIDE OF A CURVE,
 GX2326'125 YARDS WEST AND UPHILL FROM THE Y JUNCTION OF A SMALL ROAD
 GX2326'LEADING SOUTHWEST TO HOUSE AND CONFLUENCE OF CREEK BRANCHES,
 GX2326'AT A RIGHT ANGLE AND ACROSS THE HIGHWAY FROM A 30-INCH BEECH
 GX2326'TREE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2301 ***********************************************************************
 GX2301  DESIGNATION -  B 189
 GX2301  PID         -  GX2301
 GX2301  STATE/COUNTY-  WV/LOGAN
 GX2301  USGS QUAD   -  AMHERSTDALE (1989)
 GX2301
 GX2301                         *CURRENT SURVEY CONTROL
 GX2301  ___________________________________________________________________
 GX2301* NAD 83(1986)-  37 52 14.     (N)    081 49 48.     (W)     SCALED    
 GX2301* NAVD 88     -       307.045  (meters)    1007.36   (feet)  ADJUSTED  
 GX2301  ___________________________________________________________________
 GX2301  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GX2301  DYNAMIC HT  -         306.819 (meters)    1006.62  (feet)  COMP
 GX2301  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 GX2301
 GX2301  VERT ORDER  -  SECOND    CLASS 0
 GX2301
 GX2301.The horizontal coordinates were scaled from a topographic map and have
 GX2301.an estimated accuracy of +/- 6 seconds.
 GX2301
 GX2301.The orthometric height was determined by differential leveling
 GX2301.and adjusted by the National Geodetic Survey in June 1991..
 GX2301
 GX2301.The geoid height was determined by GEOID03.
 GX2301
 GX2301.The dynamic height is computed by dividing the NAVD 88
 GX2301.geopotential number by the normal gravity value computed on the
 GX2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2301.degrees latitude (g = 980.6199 gals.).
 GX2301
 GX2301.The modeled gravity was interpolated from observed gravity values.
 GX2301
 GX2301;                    North         East    Units  Estimated Accuracy
 GX2301;SPC WV S     -    96,950.      526,980.      MT  (+/- 180 meters Scaled)
 GX2301
 GX2301                          SUPERSEDED SURVEY CONTROL
 GX2301
 GX2301  NGVD 29 (??/??/92)  307.243  (m)         1008.01   (f) ADJ UNCH    2 0
 GX2301
 GX2301.Superseded values are not recommended for survey control.
 GX2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2301.See file dsdata.txt to determine how the superseded data were derived.
 GX2301
 GX2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB270917(NAD 83)
 GX2301_MARKER: DB = BENCH MARK DISK
 GX2301_SETTING: 66 = SET IN ROCK OUTCROP
 GX2301_SP_SET: ROCK CUT
 GX2301_STAMPING: B 189 1958
 GX2301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2301+STABILITY: POSITION/ELEVATION WELL
 GX2301
 GX2301  HISTORY     - Date     Condition        Report By
 GX2301  HISTORY     - 1958     MONUMENTED       CGS
 GX2301
 GX2301                          STATION DESCRIPTION
 GX2301
 GX2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2301'0.5 MI SE FROM BLAIR.
 GX2301'ABOUT 0.5 MILE SOUTHEAST ALONG A ROAD TO AMHERSTDALE FROM THE
 GX2301'JUNCTION OF U.S. HIGHWAY 119 AT BLAIR, 0.35 MILE SOUTHEAST OF
 GX2301'CHESAPEAKE AND OHIO RAILWAY MILE POST 58, SET VERTICALLY IN
 GX2301'THE SOUTHEAST FACE OF A 20-FOOT HIGH SOLID ROCK CUT, 5 FEET
 GX2301'ABOVE THE BOTTOM OF A DITCH, 37 1/2 FEET NORTHWEST OF AND
 GX2301'ACROSS THE TRACK FROM THE CENTER LINE OF THE BLACK TOP ROAD,
 GX2301'11 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 31 FEET NORTHEAST
 GX2301'OF A TELEPHONE POLE, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 GX2301'BLACK TOP ROAD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 GX2301'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0361 ***********************************************************************
 JW0361  DESIGNATION -  B 19
 JW0361  PID         -  JW0361
 JW0361  STATE/COUNTY-  WV/HAMPSHIRE
 JW0361  USGS QUAD   -  HANGING ROCK (1973)
 JW0361
 JW0361                         *CURRENT SURVEY CONTROL
 JW0361  ___________________________________________________________________
 JW0361* NAD 83(1986)-  39 16 42.     (N)    078 30 16.     (W)     SCALED    
 JW0361* NAVD 88     -       479.581  (meters)    1573.43   (feet)  ADJUSTED  
 JW0361  ___________________________________________________________________
 JW0361  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JW0361  DYNAMIC HT  -         479.272 (meters)    1572.41  (feet)  COMP
 JW0361  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 JW0361
 JW0361  VERT ORDER  -  SECOND    CLASS 0
 JW0361
 JW0361.The horizontal coordinates were scaled from a topographic map and have
 JW0361.an estimated accuracy of +/- 6 seconds.
 JW0361
 JW0361.The orthometric height was determined by differential leveling
 JW0361.and adjusted by the National Geodetic Survey in June 1991..
 JW0361
 JW0361.The geoid height was determined by GEOID03.
 JW0361
 JW0361.The dynamic height is computed by dividing the NAVD 88
 JW0361.geopotential number by the normal gravity value computed on the
 JW0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0361.degrees latitude (g = 980.6199 gals.).
 JW0361
 JW0361.The modeled gravity was interpolated from observed gravity values.
 JW0361
 JW0361;                    North         East    Units  Estimated Accuracy
 JW0361;SPC WV N     -    86,880.      685,900.      MT  (+/- 180 meters Scaled)
 JW0361
 JW0361                          SUPERSEDED SURVEY CONTROL
 JW0361
 JW0361  NGVD 29 (??/??/92)  479.744  (m)         1573.96   (f) ADJ UNCH    2 0
 JW0361
 JW0361.Superseded values are not recommended for survey control.
 JW0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0361.See file dsdata.txt to determine how the superseded data were derived.
 JW0361
 JW0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD152506(NAD 83)
 JW0361_MARKER: DB = BENCH MARK DISK
 JW0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0361_SP_SET: CULVERT
 JW0361_STAMPING: B 19 1934
 JW0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0361
 JW0361  HISTORY     - Date     Condition        Report By
 JW0361  HISTORY     - 1934     MONUMENTED       CGS
 JW0361  HISTORY     - 20050318 MARK NOT FOUND   JCLS
 JW0361
 JW0361                          STATION DESCRIPTION
 JW0361
 JW0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0361'4.7 MI W FROM CAPON BRIDGE.
 JW0361'ABOUT 4.7 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE AT
 JW0361'CAPON BRIDGE, HAMPSHIRE COUNTY, ON THE WEST SLOPE OF COOPER
 JW0361'MOUNTAIN, ABOUT 320 YARDS WEST OF THE FILLING STATION AT THE TOP
 JW0361'OF THE MOUNTAIN, IN THE TOP OF THE EAST END OF THE SOUTH HEAD
 JW0361'WALL OF A CONCRETE CULVERT, AND ABOUT 5 YARDS SOUTH OF THE CENTER
 JW0361'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 19 1934.
 JW0361
 JW0361                          STATION RECOVERY (2005)
 JW0361
 JW0361'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 JW0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2124 ***********************************************************************
 GX2124  DESIGNATION -  B 190
 GX2124  PID         -  GX2124
 GX2124  STATE/COUNTY-  WV/BOONE
 GX2124  USGS QUAD   -  WHARTON (1988)
 GX2124
 GX2124                         *CURRENT SURVEY CONTROL
 GX2124  ___________________________________________________________________
 GX2124* NAD 83(1986)-  37 53 04.     (N)    081 39 11.     (W)     SCALED    
 GX2124* NAVD 88     -       313.395  (meters)    1028.20   (feet)  ADJUSTED  
 GX2124  ___________________________________________________________________
 GX2124  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GX2124  DYNAMIC HT  -         313.160 (meters)    1027.43  (feet)  COMP
 GX2124  MODELED GRAV-     979,871.6   (mgal)                       NAVD 88
 GX2124
 GX2124  VERT ORDER  -  SECOND    CLASS 0
 GX2124
 GX2124.The horizontal coordinates were scaled from a topographic map and have
 GX2124.an estimated accuracy of +/- 6 seconds.
 GX2124
 GX2124.The orthometric height was determined by differential leveling
 GX2124.and adjusted by the National Geodetic Survey in June 1991..
 GX2124
 GX2124.The geoid height was determined by GEOID03.
 GX2124
 GX2124.The dynamic height is computed by dividing the NAVD 88
 GX2124.geopotential number by the normal gravity value computed on the
 GX2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2124.degrees latitude (g = 980.6199 gals.).
 GX2124
 GX2124.The modeled gravity was interpolated from observed gravity values.
 GX2124
 GX2124;                    North         East    Units  Estimated Accuracy
 GX2124;SPC WV S     -    98,370.      542,560.      MT  (+/- 180 meters Scaled)
 GX2124
 GX2124                          SUPERSEDED SURVEY CONTROL
 GX2124
 GX2124  NGVD 29 (??/??/92)  313.589  (m)         1028.83   (f) ADJ UNCH    2 0
 GX2124
 GX2124.Superseded values are not recommended for survey control.
 GX2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2124.See file dsdata.txt to determine how the superseded data were derived.
 GX2124
 GX2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB425931(NAD 83)
 GX2124_MARKER: DB = BENCH MARK DISK
 GX2124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2124_SP_SET: BRIDGE
 GX2124_STAMPING: B 190 1958
 GX2124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2124
 GX2124  HISTORY     - Date     Condition        Report By
 GX2124  HISTORY     - 1958     MONUMENTED       CGS
 GX2124  HISTORY     - 1973     GOOD             LOCENG
 GX2124
 GX2124                          STATION DESCRIPTION
 GX2124
 GX2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2124'1.6 MI NW FROM BALD KNOB.
 GX2124'ABOUT 1.65 MILES NORTHWEST ALONG STATE HIGHWAY 79 FROM THE BRIDGE
 GX2124'OVER JAMES BRANCH AT BALD KNOB, 0.85 MILE SOUTHEAST OF WHARTON
 GX2124'JUNIOR HIGH SCHOOL, 0.1 MILE WEST OF HIGHWAY CULVERT FOR WORKMEN
 GX2124'BRANCH, IN TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT FOR
 GX2124'A STEEL BRIDGE ACROSS POND FORK FOR ROAD LEADING SOUTH TO SEVERAL
 GX2124'HOUSES, 43 FEET SOUTH OF CENTER LINE OF HIGHWAY, 13 FEET EAST OF
 GX2124'CENTER LINE OF ROAD LEADING SOUTH, AND ABOUT 1/2 FOOT BELOW THE
 GX2124'LEVEL OF THE HIGHWAY.
 GX2124
 GX2124                          STATION RECOVERY (1973)
 GX2124
 GX2124'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2311 ***********************************************************************
 GX2311  DESIGNATION -  B 191
 GX2311  PID         -  GX2311
 GX2311  STATE/COUNTY-  WV/LOGAN
 GX2311  USGS QUAD   -  AMHERSTDALE (1989)
 GX2311
 GX2311                         *CURRENT SURVEY CONTROL
 GX2311  ___________________________________________________________________
 GX2311* NAD 83(1986)-  37 47 54.     (N)    081 47 28.     (W)     SCALED    
 GX2311* NAVD 88     -       570.286  (meters)    1871.01   (feet)  ADJUSTED  
 GX2311  ___________________________________________________________________
 GX2311  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GX2311  DYNAMIC HT  -         569.866 (meters)    1869.64  (feet)  COMP
 GX2311  MODELED GRAV-     979,873.2   (mgal)                       NAVD 88
 GX2311
 GX2311  VERT ORDER  -  SECOND    CLASS 0
 GX2311
 GX2311.The horizontal coordinates were scaled from a topographic map and have
 GX2311.an estimated accuracy of +/- 6 seconds.
 GX2311
 GX2311.The orthometric height was determined by differential leveling
 GX2311.and adjusted by the National Geodetic Survey in June 1991..
 GX2311
 GX2311.The geoid height was determined by GEOID03.
 GX2311
 GX2311.The dynamic height is computed by dividing the NAVD 88
 GX2311.geopotential number by the normal gravity value computed on the
 GX2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2311.degrees latitude (g = 980.6199 gals.).
 GX2311
 GX2311.The modeled gravity was interpolated from observed gravity values.
 GX2311
 GX2311;                    North         East    Units  Estimated Accuracy
 GX2311;SPC WV S     -    88,900.      530,330.      MT  (+/- 180 meters Scaled)
 GX2311
 GX2311                          SUPERSEDED SURVEY CONTROL
 GX2311
 GX2311  NGVD 29 (??/??/92)  570.492  (m)         1871.69   (f) ADJ UNCH    2 0
 GX2311
 GX2311.Superseded values are not recommended for survey control.
 GX2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2311.See file dsdata.txt to determine how the superseded data were derived.
 GX2311
 GX2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB303837(NAD 83)
 GX2311_MARKER: DB = BENCH MARK DISK
 GX2311_SETTING: 66 = SET IN ROCK OUTCROP
 GX2311_SP_SET: ROCK CUT
 GX2311_STAMPING: B 191 1958
 GX2311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2311+STABILITY: POSITION/ELEVATION WELL
 GX2311
 GX2311  HISTORY     - Date     Condition        Report By
 GX2311  HISTORY     - 1958     MONUMENTED       CGS
 GX2311
 GX2311                          STATION DESCRIPTION
 GX2311
 GX2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2311'2.6 MI NE FROM AMHERSTDALE.
 GX2311'ABOUT 2.65 MILES NORTHEAST ALONG A GRAVEL ROAD TO BLAIR FROM
 GX2311'THE BANK BUILDING AT AMHERSTDALE, 0.1 MILE NORTHEAST OF THE
 GX2311'SUMMIT OF A GRADE IN GAP AND THE JUNCTION OF A ROAD LEADING
 GX2311'NORTHWEST, SET VERTICALLY IN THE NORTHWEST FACE OF A 6-FOOT
 GX2311'HIGH SOLID ROCK CUT, 2 1/2 FEET ABOVE THE GROUND, 15 FEET
 GX2311'SOUTHEAST OF THE CENTER LINE OF ROAD, 30 FEET NORTHEAST OF THE
 GX2311'SOUTHWEST END OF THE CUT, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 GX2311'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0711 ***********************************************************************
 GX0711  DESIGNATION -  B 192
 GX0711  PID         -  GX0711
 GX0711  STATE/COUNTY-  WV/SUMMERS
 GX0711  USGS QUAD   -  TALCOTT (1968)
 GX0711
 GX0711                         *CURRENT SURVEY CONTROL
 GX0711  ___________________________________________________________________
 GX0711* NAD 83(1986)-  37 39 04.     (N)    080 45 14.     (W)     SCALED    
 GX0711* NAVD 88     -       460.978  (meters)    1512.39   (feet)  ADJUSTED  
 GX0711  ___________________________________________________________________
 GX0711  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX0711  DYNAMIC HT  -         460.600 (meters)    1511.15  (feet)  COMP
 GX0711  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 GX0711
 GX0711  VERT ORDER  -  FIRST     CLASS II
 GX0711
 GX0711.The horizontal coordinates were scaled from a topographic map and have
 GX0711.an estimated accuracy of +/- 6 seconds.
 GX0711
 GX0711.The orthometric height was determined by differential leveling
 GX0711.and adjusted by the National Geodetic Survey in June 1991..
 GX0711
 GX0711.The geoid height was determined by GEOID03.
 GX0711
 GX0711.The dynamic height is computed by dividing the NAVD 88
 GX0711.geopotential number by the normal gravity value computed on the
 GX0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0711.degrees latitude (g = 980.6199 gals.).
 GX0711
 GX0711.The modeled gravity was interpolated from observed gravity values.
 GX0711
 GX0711;                    North         East    Units  Estimated Accuracy
 GX0711;SPC WV S     -    72,300.      621,720.      MT  (+/- 180 meters Scaled)
 GX0711
 GX0711                          SUPERSEDED SURVEY CONTROL
 GX0711
 GX0711  NGVD 29 (??/??/92)  461.144  (m)         1512.94   (f) ADJ UNCH    1 2
 GX0711
 GX0711.Superseded values are not recommended for survey control.
 GX0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0711.See file dsdata.txt to determine how the superseded data were derived.
 GX0711
 GX0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB217671(NAD 83)
 GX0711_MARKER: DB = BENCH MARK DISK
 GX0711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0711_SP_SET: CULVERT
 GX0711_STAMPING: B 192 1958
 GX0711_MARK LOGO: CGS   
 GX0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0711
 GX0711  HISTORY     - Date     Condition        Report By
 GX0711  HISTORY     - 1958     MONUMENTED       CGS
 GX0711  HISTORY     - 1984     GOOD             NGS
 GX0711
 GX0711                          STATION DESCRIPTION
 GX0711
 GX0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0711'AT TALCOTT.
 GX0711'AT TALCOTT, 0.1 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0711'FROM THE STATION, 0.3 MILE WEST OF MILEPOST 347, 30 YARDS NORTH
 GX0711'OF AND ACROSS STATE HIGHWAY 3 FROM THE NORTH RAIL OF THE NORTH
 GX0711'TRACK, 30 YARDS NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 GX0711'HIGHWAY AND A GRAVEL ROAD LEADING NORTH ALONG A SMALL CREEK
 GX0711'BRANCH, 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN TOP
 GX0711'OF THE EAST END OF THE NORTH HEAD WALL FOR A 2 1/2-FOOT CONCRETE
 GX0711'BOX CULVERT UNDER THE HIGHWAY, AND ABOUT 4 FEET BELOW THE LEVEL
 GX0711'OF THE TRACK AND THE HIGHWAY.
 GX0711
 GX0711                          STATION RECOVERY (1984)
 GX0711
 GX0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1874 ***********************************************************************
 GX1874  DESIGNATION -  B 193
 GX1874  PID         -  GX1874
 GX1874  STATE/COUNTY-  WV/MCDOWELL
 GX1874  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX1874
 GX1874                         *CURRENT SURVEY CONTROL
 GX1874  ___________________________________________________________________
 GX1874* NAD 83(1986)-  37 13 21.     (N)    081 34 59.     (W)     SCALED    
 GX1874* NAVD 88     -       532.596  (meters)    1747.36   (feet)  ADJUSTED  
 GX1874  ___________________________________________________________________
 GX1874  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX1874  DYNAMIC HT  -         532.138 (meters)    1745.86  (feet)  COMP
 GX1874  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 GX1874
 GX1874  VERT ORDER  -  SECOND    CLASS 0
 GX1874
 GX1874.The horizontal coordinates were scaled from a topographic map and have
 GX1874.an estimated accuracy of +/- 6 seconds.
 GX1874
 GX1874.The orthometric height was determined by differential leveling
 GX1874.and adjusted by the National Geodetic Survey in June 1991..
 GX1874
 GX1874.The geoid height was determined by GEOID03.
 GX1874
 GX1874.The dynamic height is computed by dividing the NAVD 88
 GX1874.geopotential number by the normal gravity value computed on the
 GX1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1874.degrees latitude (g = 980.6199 gals.).
 GX1874
 GX1874.The modeled gravity was interpolated from observed gravity values.
 GX1874
 GX1874;                    North         East    Units  Estimated Accuracy
 GX1874;SPC WV S     -    24,860.      548,250.      MT  (+/- 180 meters Scaled)
 GX1874
 GX1874                          SUPERSEDED SURVEY CONTROL
 GX1874
 GX1874  NGVD 29 (??/??/92)  532.73   (m)         1747.8    (f) COMPUTED    2 0
 GX1874
 GX1874.Superseded values are not recommended for survey control.
 GX1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1874.See file dsdata.txt to determine how the superseded data were derived.
 GX1874
 GX1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB482197(NAD 83)
 GX1874_MARKER: DB = BENCH MARK DISK
 GX1874_SETTING: 66 = SET IN ROCK OUTCROP
 GX1874_SP_SET: SET IN ROCK OUTCROP
 GX1874_STAMPING: B 193 1958
 GX1874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1874+STABILITY: POSITION/ELEVATION WELL
 GX1874
 GX1874  HISTORY     - Date     Condition        Report By
 GX1874  HISTORY     - 1958     MONUMENTED       CGS
 GX1874
 GX1874                          STATION DESCRIPTION
 GX1874
 GX1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1874'1.7 MI NW FROM BISHOP.
 GX1874'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE BRIDGE OVER
 GX1874'JACOBS FORK AT BISHOP, ABOUT 2.15 MILES SOUTHEAST ALONG HIGHWAY
 GX1874'16 FROM JUNCTION OF ROAD TO CANEBRAKE AT SQUIRE, AT A PROMINENT
 GX1874'WATERFALL, SET IN THE BOTTOM SHELF OF AND AT THE NORTHWEST END OF
 GX1874'A ROCK LEDGE, 18 FEET NORTHEAST OF CENTER LINE OF HIGHWAY,
 GX1874'59 1/2 FEET EAST OF CONCRETE HIGHWAY MARKER NO. 301-B/301-A, AND
 GX1874'ABOUT 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1342 ***********************************************************************
 GX1342  DESIGNATION -  B 194
 GX1342  PID         -  GX1342
 GX1342  STATE/COUNTY-  WV/MCDOWELL
 GX1342  USGS QUAD   -  ANAWALT (1977)
 GX1342
 GX1342                         *CURRENT SURVEY CONTROL
 GX1342  ___________________________________________________________________
 GX1342* NAD 83(1986)-  37 21 09.     (N)    081 29 53.     (W)     SCALED    
 GX1342* NAVD 88     -       452.513  (meters)    1484.62   (feet)  ADJUSTED  
 GX1342  ___________________________________________________________________
 GX1342  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX1342  DYNAMIC HT  -         452.127 (meters)    1483.35  (feet)  COMP
 GX1342  MODELED GRAV-     979,764.6   (mgal)                       NAVD 88
 GX1342
 GX1342  VERT ORDER  -  SECOND    CLASS 0
 GX1342
 GX1342.The horizontal coordinates were scaled from a topographic map and have
 GX1342.an estimated accuracy of +/- 6 seconds.
 GX1342
 GX1342.The orthometric height was determined by differential leveling
 GX1342.and adjusted by the National Geodetic Survey in June 1991..
 GX1342
 GX1342.The geoid height was determined by GEOID03.
 GX1342
 GX1342.The dynamic height is computed by dividing the NAVD 88
 GX1342.geopotential number by the normal gravity value computed on the
 GX1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1342.degrees latitude (g = 980.6199 gals.).
 GX1342
 GX1342.The modeled gravity was interpolated from observed gravity values.
 GX1342
 GX1342;                    North         East    Units  Estimated Accuracy
 GX1342;SPC WV S     -    39,240.      555,870.      MT  (+/- 180 meters Scaled)
 GX1342
 GX1342                          SUPERSEDED SURVEY CONTROL
 GX1342
 GX1342  NGVD 29 (??/??/92)  452.657  (m)         1485.09   (f) ADJ UNCH    2 0
 GX1342
 GX1342.Superseded values are not recommended for survey control.
 GX1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1342.See file dsdata.txt to determine how the superseded data were derived.
 GX1342
 GX1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB558340(NAD 83)
 GX1342_MARKER: DB = BENCH MARK DISK
 GX1342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1342_SP_SET: CULVERT
 GX1342_STAMPING: B 194 1958
 GX1342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1342
 GX1342  HISTORY     - Date     Condition        Report By
 GX1342  HISTORY     - 1958     MONUMENTED       CGS
 GX1342
 GX1342                          STATION DESCRIPTION
 GX1342
 GX1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1342'4.2 MI SE FROM GARY.
 GX1342'ABOUT 4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE
 GX1342'JUNCTION OF A BLACK TOP ROAD LEADING SOUTH TO ELBERT AT GARY, 0.5
 GX1342'MILE SOUTHEAST OF THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY,
 GX1342'AT THE JUNCTION OF A DRIVE NORTHEAST TO A SMALL PARK, IN TOP OF
 GX1342'THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL FOR A
 GX1342'10-FOOT STONE BOX CULVERT OVER A SMALL CREEK, 13 FEET NORTHEAST OF
 GX1342'THE CENTER LINE OF THE HIGHWAY, 48 FEET SOUTHEAST OF THE CENTER
 GX1342'LINE OF THE DRIVE, 1 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 GX1342'HEAD WALL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1680 ***********************************************************************
 GX1680  DESIGNATION -  B 195
 GX1680  PID         -  GX1680
 GX1680  STATE/COUNTY-  WV/MCDOWELL
 GX1680  USGS QUAD   -  WELCH (1976)
 GX1680
 GX1680                         *CURRENT SURVEY CONTROL
 GX1680  ___________________________________________________________________
 GX1680* NAD 83(1986)-  37 25 08.     (N)    081 31 40.     (W)     SCALED    
 GX1680* NAVD 88     -       643.137  (meters)    2110.03   (feet)  ADJUSTED  
 GX1680  ___________________________________________________________________
 GX1680  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1680  DYNAMIC HT  -         642.609 (meters)    2108.29  (feet)  COMP
 GX1680  MODELED GRAV-     979,787.2   (mgal)                       NAVD 88
 GX1680
 GX1680  VERT ORDER  -  SECOND    CLASS 0
 GX1680
 GX1680.The horizontal coordinates were scaled from a topographic map and have
 GX1680.an estimated accuracy of +/- 6 seconds.
 GX1680
 GX1680.The orthometric height was determined by differential leveling
 GX1680.and adjusted by the National Geodetic Survey in June 1991..
 GX1680
 GX1680.The geoid height was determined by GEOID03.
 GX1680
 GX1680.The dynamic height is computed by dividing the NAVD 88
 GX1680.geopotential number by the normal gravity value computed on the
 GX1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1680.degrees latitude (g = 980.6199 gals.).
 GX1680
 GX1680.The modeled gravity was interpolated from observed gravity values.
 GX1680
 GX1680;                    North         East    Units  Estimated Accuracy
 GX1680;SPC WV S     -    46,630.      553,280.      MT  (+/- 180 meters Scaled)
 GX1680
 GX1680                          SUPERSEDED SURVEY CONTROL
 GX1680
 GX1680  NGVD 29 (??/??/92)  643.310  (m)         2110.59   (f) ADJ UNCH    2 0
 GX1680
 GX1680.Superseded values are not recommended for survey control.
 GX1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1680.See file dsdata.txt to determine how the superseded data were derived.
 GX1680
 GX1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB532414(NAD 83)
 GX1680_MARKER: DB = BENCH MARK DISK
 GX1680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1680_SP_SET: ROOF
 GX1680_STAMPING: B 195 1958
 GX1680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX1680+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 GX1680
 GX1680  HISTORY     - Date     Condition        Report By
 GX1680  HISTORY     - 1958     MONUMENTED       CGS
 GX1680  HISTORY     - 20021120 GOOD             INDIV
 GX1680
 GX1680                          STATION DESCRIPTION
 GX1680
 GX1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1680'3.2 MI W FROM KIMBALL.
 GX1680'0.95 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE NORFOLK AND WESTERN
 GX1680'RAILWAY STATION AT KIMBALL, THENCE ABOUT 1.45 MILE WEST ALONG
 GX1680'THE AIRPORT ROAD, THENCE 0.75 MILE SOUTHWEST ALONG A ROAD
 GX1680'LEADING TO WELCH AIRPORT, AT WELCH AIRPORT, SET VERTICALLY IN THE
 GX1680'WEST FACE OF THE SOUTHWEST CORNER OF A LARGE HANGAR WITH A
 GX1680'ROUND ROOF, 18 FEET EAST OF THE CENTER LINE OF THE DRIVE, 1 1/2
 GX1680'FEET NORTH OF THE SOUTHWEST CORNER, 2 1/2 FEET ABOVE THE GROUND,
 GX1680'AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE DRIVE.
 GX1680
 GX1680                          STATION RECOVERY (2002)
 GX1680
 GX1680'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 GX1680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1932 ***********************************************************************
 GX1932  DESIGNATION -  B 196
 GX1932  PID         -  GX1932
 GX1932  STATE/COUNTY-  WV/MCDOWELL
 GX1932  USGS QUAD   -  IAEGER (1976)
 GX1932
 GX1932                         *CURRENT SURVEY CONTROL
 GX1932  ___________________________________________________________________
 GX1932* NAD 83(1986)-  37 23 08.     (N)    081 48 46.     (W)     SCALED    
 GX1932* NAVD 88     -       337.038  (meters)    1105.77   (feet)  ADJUSTED  
 GX1932  ___________________________________________________________________
 GX1932  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX1932  DYNAMIC HT  -         336.763 (meters)    1104.86  (feet)  COMP
 GX1932  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 GX1932
 GX1932  VERT ORDER  -  SECOND    CLASS 0
 GX1932
 GX1932.The horizontal coordinates were scaled from a topographic map and have
 GX1932.an estimated accuracy of +/- 6 seconds.
 GX1932
 GX1932.The orthometric height was determined by differential leveling
 GX1932.and adjusted by the National Geodetic Survey in June 1991..
 GX1932
 GX1932.The geoid height was determined by GEOID03.
 GX1932
 GX1932.The dynamic height is computed by dividing the NAVD 88
 GX1932.geopotential number by the normal gravity value computed on the
 GX1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1932.degrees latitude (g = 980.6199 gals.).
 GX1932
 GX1932.The modeled gravity was interpolated from observed gravity values.
 GX1932
 GX1932;                    North         East    Units  Estimated Accuracy
 GX1932;SPC WV S     -    43,110.      528,020.      MT  (+/- 180 meters Scaled)
 GX1932
 GX1932                          SUPERSEDED SURVEY CONTROL
 GX1932
 GX1932  NGVD 29 (??/??/92)  337.220  (m)         1106.36   (f) ADJ UNCH    2 0
 GX1932
 GX1932.Superseded values are not recommended for survey control.
 GX1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1932.See file dsdata.txt to determine how the superseded data were derived.
 GX1932
 GX1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB280379(NAD 83)
 GX1932_MARKER: DB = BENCH MARK DISK
 GX1932_SETTING: 66 = SET IN ROCK OUTCROP
 GX1932_SP_SET: SET IN ROCK OUTCROP
 GX1932_STAMPING: B 196 1958
 GX1932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1932+STABILITY: POSITION/ELEVATION WELL
 GX1932
 GX1932  HISTORY     - Date     Condition        Report By
 GX1932  HISTORY     - 1958     MONUMENTED       CGS
 GX1932
 GX1932                          STATION DESCRIPTION
 GX1932
 GX1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1932'3.4 MI N FROM BRADSHAW.
 GX1932'3.35 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 GX1932'STATE HIGHWAY 83 AT BRADSHAW, ABOUT 0.15 MILE SOUTH OF CONVEYOR
 GX1932'PASSING OVER HIGHWAY OF THE ISLAND CREEK COAL CO. MINE NO. 6,
 GX1932'ABOUT 85 YARDS SOUTH OF THE SOUTH END OF A 30-FOOT BRIDGE OVER
 GX1932'BEARTOWN BRANCH, SET VERTICALLY IN THE EAST FACE OF A LARGE
 GX1932'ROCK CUT, 18 FEET WEST OF CENTER LINE OF HIGHWAY AND ABOUT 3
 GX1932'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1642 ***********************************************************************
 GX1642  DESIGNATION -  B 197
 GX1642  PID         -  GX1642
 GX1642  STATE/COUNTY-  WV/MCDOWELL
 GX1642  USGS QUAD   -  DAVY (1976)
 GX1642
 GX1642                         *CURRENT SURVEY CONTROL
 GX1642  ___________________________________________________________________
 GX1642* NAD 83(1986)-  37 27 50.     (N)    081 38 10.     (W)     SCALED    
 GX1642* NAVD 88     -       373.328  (meters)    1224.83   (feet)  ADJUSTED  
 GX1642  ___________________________________________________________________
 GX1642  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX1642  DYNAMIC HT  -         373.024 (meters)    1223.83  (feet)  COMP
 GX1642  MODELED GRAV-     979,806.1   (mgal)                       NAVD 88
 GX1642
 GX1642  VERT ORDER  -  SECOND    CLASS 0
 GX1642
 GX1642.The horizontal coordinates were scaled from a topographic map and have
 GX1642.an estimated accuracy of +/- 6 seconds.
 GX1642
 GX1642.The orthometric height was determined by differential leveling
 GX1642.and adjusted by the National Geodetic Survey in June 1991..
 GX1642
 GX1642.The geoid height was determined by GEOID03.
 GX1642
 GX1642.The dynamic height is computed by dividing the NAVD 88
 GX1642.geopotential number by the normal gravity value computed on the
 GX1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1642.degrees latitude (g = 980.6199 gals.).
 GX1642
 GX1642.The modeled gravity was interpolated from observed gravity values.
 GX1642
 GX1642;                    North         East    Units  Estimated Accuracy
 GX1642;SPC WV S     -    51,680.      543,730.      MT  (+/- 180 meters Scaled)
 GX1642
 GX1642                          SUPERSEDED SURVEY CONTROL
 GX1642
 GX1642  NGVD 29 (??/??/92)  373.500  (m)         1225.39   (f) ADJ UNCH    2 0
 GX1642
 GX1642.Superseded values are not recommended for survey control.
 GX1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1642.See file dsdata.txt to determine how the superseded data were derived.
 GX1642
 GX1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB437465(NAD 83)
 GX1642_MARKER: DB = BENCH MARK DISK
 GX1642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1642_SP_SET: TUNNEL
 GX1642_STAMPING: B 197 1958
 GX1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1642
 GX1642  HISTORY     - Date     Condition        Report By
 GX1642  HISTORY     - 1958     MONUMENTED       CGS
 GX1642  HISTORY     - 1983     GOOD             NGS
 GX1642
 GX1642                          STATION DESCRIPTION
 GX1642
 GX1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1642'1.2 MI SE FROM DAVY.
 GX1642'1.15 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1642'THE STATION AT DAVY, AT THE EAST END OF THE FIRST TUNNEL SOUTHEAST
 GX1642'OF DAVY, 6 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, SET
 GX1642'VERTICALLY IN THE EAST FACE OF THE SOUTH WALL, 2 1/2 FEET ABOVE
 GX1642'THE GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 GX1642
 GX1642                          STATION RECOVERY (1983)
 GX1642
 GX1642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX1642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1257 ***********************************************************************
 GX1257  DESIGNATION -  B 198
 GX1257  PID         -  GX1257
 GX1257  STATE/COUNTY-  WV/FAYETTE
 GX1257  USGS QUAD   -  THURMOND (1988)
 GX1257
 GX1257                         *CURRENT SURVEY CONTROL
 GX1257  ___________________________________________________________________
 GX1257* NAD 83(1986)-  37 57 30.     (N)    081 04 48.     (W)     SCALED    
 GX1257* NAVD 88     -       327.263  (meters)    1073.70   (feet)  ADJUSTED  
 GX1257  ___________________________________________________________________
 GX1257  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX1257  DYNAMIC HT  -         327.015 (meters)    1072.88  (feet)  COMP
 GX1257  MODELED GRAV-     979,864.1   (mgal)                       NAVD 88
 GX1257
 GX1257  VERT ORDER  -  FIRST     CLASS II
 GX1257
 GX1257.The horizontal coordinates were scaled from a topographic map and have
 GX1257.an estimated accuracy of +/- 6 seconds.
 GX1257
 GX1257.The orthometric height was determined by differential leveling
 GX1257.and adjusted by the National Geodetic Survey in June 1991..
 GX1257
 GX1257.The geoid height was determined by GEOID03.
 GX1257
 GX1257.The dynamic height is computed by dividing the NAVD 88
 GX1257.geopotential number by the normal gravity value computed on the
 GX1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1257.degrees latitude (g = 980.6199 gals.).
 GX1257
 GX1257.The modeled gravity was interpolated from observed gravity values.
 GX1257
 GX1257;                    North         East    Units  Estimated Accuracy
 GX1257;SPC WV S     -   106,370.      592,970.      MT  (+/- 180 meters Scaled)
 GX1257
 GX1257                          SUPERSEDED SURVEY CONTROL
 GX1257
 GX1257  NGVD 29 (??/??/92)  327.441  (m)         1074.28   (f) ADJ UNCH    1 2
 GX1257
 GX1257.Superseded values are not recommended for survey control.
 GX1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1257.See file dsdata.txt to determine how the superseded data were derived.
 GX1257
 GX1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC929011(NAD 83)
 GX1257_MARKER: DB = BENCH MARK DISK
 GX1257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1257_SP_SET: CONC BASE
 GX1257_STAMPING: B 198 1958
 GX1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX1257+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1999
 GX1257
 GX1257  HISTORY     - Date     Condition        Report By
 GX1257  HISTORY     - 1958     MONUMENTED       CGS
 GX1257  HISTORY     - 1980     GOOD             LOCSUR
 GX1257  HISTORY     - 19990813 GOOD             JCLS
 GX1257  HISTORY     - 20060307 GOOD             JCLS
 GX1257
 GX1257                          STATION DESCRIPTION
 GX1257
 GX1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1257'AT THURMOND.
 GX1257'AT THURMOND, 0.1 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1257'FROM THE STATION, 120 YARDS SOUTH OF MILEPOST 391, SET VERTICALLY
 GX1257'IN THE NORTHWEST FACE OF THE TOP PART OF THE CONCRETE BASE OF
 GX1257'SOUTHWEST LEG OF WATER TOWER, 4 FEET ABOVE THE GROUND, 13.6 FEET
 GX1257'EAST OF THE EAST RAIL OF THE EAST TRACK, AND ABOUT 3 FEET ABOVE
 GX1257'THE LEVEL OF THE TRACK.
 GX1257
 GX1257                          STATION RECOVERY (1980)
 GX1257
 GX1257'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1257'RECOVERED IN GOOD CONDITION.
 GX1257
 GX1257                          STATION RECOVERY (1999)
 GX1257
 GX1257'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 GX1257'RECOVERED IN GOOD CONDITION.
 GX1257
 GX1257                          STATION RECOVERY (2006)
 GX1257
 GX1257'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 GX1257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0755 ***********************************************************************
 GX0755  DESIGNATION -  B 199
 GX0755  PID         -  GX0755
 GX0755  STATE/COUNTY-  WV/FAYETTE
 GX0755  USGS QUAD   -  MEADOW CREEK (1988)
 GX0755
 GX0755                         *CURRENT SURVEY CONTROL
 GX0755  ___________________________________________________________________
 GX0755* NAD 83(1986)-  37 50 02.     (N)    080 58 47.     (W)     SCALED    
 GX0755* NAVD 88     -       382.019  (meters)    1253.34   (feet)  ADJUSTED  
 GX0755  ___________________________________________________________________
 GX0755  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX0755  DYNAMIC HT  -         381.706 (meters)    1252.31  (feet)  COMP
 GX0755  MODELED GRAV-     979,799.1   (mgal)                       NAVD 88
 GX0755
 GX0755  VERT ORDER  -  FIRST     CLASS II
 GX0755
 GX0755.The horizontal coordinates were scaled from a topographic map and have
 GX0755.an estimated accuracy of +/- 6 seconds.
 GX0755
 GX0755.The orthometric height was determined by differential leveling
 GX0755.and adjusted by the National Geodetic Survey in June 1991..
 GX0755
 GX0755.The geoid height was determined by GEOID03.
 GX0755
 GX0755.The dynamic height is computed by dividing the NAVD 88
 GX0755.geopotential number by the normal gravity value computed on the
 GX0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0755.degrees latitude (g = 980.6199 gals.).
 GX0755
 GX0755.The modeled gravity was interpolated from observed gravity values.
 GX0755
 GX0755;                    North         East    Units  Estimated Accuracy
 GX0755;SPC WV S     -    92,550.      601,790.      MT  (+/- 180 meters Scaled)
 GX0755
 GX0755                          SUPERSEDED SURVEY CONTROL
 GX0755
 GX0755  NGVD 29 (??/??/92)  382.183  (m)         1253.88   (f) ADJ UNCH    1 2
 GX0755
 GX0755.Superseded values are not recommended for survey control.
 GX0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0755.See file dsdata.txt to determine how the superseded data were derived.
 GX0755
 GX0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB017873(NAD 83)
 GX0755_MARKER: DB = BENCH MARK DISK
 GX0755_SETTING: 80 = SET IN A BOULDER
 GX0755_SP_SET: BOULDER
 GX0755_STAMPING: B 199 1958
 GX0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0755+STABILITY: SURFACE MOTION
 GX0755
 GX0755  HISTORY     - Date     Condition        Report By
 GX0755  HISTORY     - 1958     MONUMENTED       CGS
 GX0755
 GX0755                          STATION DESCRIPTION
 GX0755
 GX0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0755'3.6 MI NW FROM MEADOW CREEK.
 GX0755'ABOUT 3.55 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0755'FROM THE STATION AT MEADOW CREEK, 126 YARDS WEST OF MILEPOST 373,
 GX0755'9.3 FEET NORTH OF THE NORTH RAIL AND AT EAST END OF CURVE, SET
 GX0755'VERTICALLY IN THE SOUTH CUT FACE OF A BOULDER BURIED IN BOTTOM OF
 GX0755'CUT BANK, 60 1/2 FEET WEST OF THE NORTH END OF 1-FOOT CONCRETE
 GX0755'PIPE CULVERT, 4 1/2 FEET ABOVE THE BOTTOM OF DITCH, AND ABOUT
 GX0755'3 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0093 ***********************************************************************
 HX0093  DESIGNATION -  B 2
 HX0093  PID         -  HX0093
 HX0093  STATE/COUNTY-  WV/UPSHUR
 HX0093  USGS QUAD   -  ELLAMORE (1987)
 HX0093
 HX0093                         *CURRENT SURVEY CONTROL
 HX0093  ___________________________________________________________________
 HX0093* NAD 83(1986)-  38 55 37.     (N)    080 07 15.     (W)     SCALED    
 HX0093* NAVD 88     -       604.462  (meters)    1983.14   (feet)  ADJUSTED  
 HX0093  ___________________________________________________________________
 HX0093  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HX0093  DYNAMIC HT  -         604.044 (meters)    1981.77  (feet)  COMP
 HX0093  MODELED GRAV-     979,916.1   (mgal)                       NAVD 88
 HX0093
 HX0093  VERT ORDER  -  SECOND    CLASS 0
 HX0093
 HX0093.The horizontal coordinates were scaled from a topographic map and have
 HX0093.an estimated accuracy of +/- 6 seconds.
 HX0093
 HX0093.The orthometric height was determined by differential leveling
 HX0093.and adjusted by the National Geodetic Survey in June 1991..
 HX0093
 HX0093.The geoid height was determined by GEOID03.
 HX0093
 HX0093.The dynamic height is computed by dividing the NAVD 88
 HX0093.geopotential number by the normal gravity value computed on the
 HX0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0093.degrees latitude (g = 980.6199 gals.).
 HX0093
 HX0093.The modeled gravity was interpolated from observed gravity values.
 HX0093
 HX0093;                    North         East    Units  Estimated Accuracy
 HX0093;SPC WV S     -   214,240.      676,240.      MT  (+/- 180 meters Scaled)
 HX0093
 HX0093                          SUPERSEDED SURVEY CONTROL
 HX0093
 HX0093  NGVD 29 (??/??/92)  604.632  (m)         1983.70   (f) ADJ UNCH    2 0
 HX0093
 HX0093.Superseded values are not recommended for survey control.
 HX0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0093.See file dsdata.txt to determine how the superseded data were derived.
 HX0093
 HX0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND762090(NAD 83)
 HX0093_MARKER: DB = BENCH MARK DISK
 HX0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0093_SP_SET: TUNNEL
 HX0093_STAMPING: B 2 1977
 HX0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0093
 HX0093  HISTORY     - Date     Condition        Report By
 HX0093  HISTORY     - UNK      MONUMENTED       USGS
 HX0093  HISTORY     - 1962     GOOD             NGS
 HX0093
 HX0093                          STATION DESCRIPTION
 HX0093
 HX0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0093'3.6 MI NW FROM ELLAMORE.
 HX0093'ABOUT 1.3 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX0093'OFFICE AT ELLAMORE, THENCE ABOUT 2.3 MILES WEST ALONG AN
 HX0093'ABANDONED RAILROAD, SET VERTICALLY IN THE EAST FACE OF THE WEST
 HX0093'WALL AT THE SOUTH END OF SAND RUN TUNNEL, 9 FEET WEST OF THE
 HX0093'CENTER OF THE ROADBED, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF
 HX0093'THE ROADBED.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING
 HX0093'ABOUT 1.6 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX0093'OFFICE AT TALLMANSVILLE, THENCE ABOUT 2.05 MILES NORTHEAST ALONG
 HX0093'A BLACK TOP ROAD, THENCE ABOUT 2.3 MILES SOUHEAST ALONG AN
 HX0093'ABANDONED RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0219 ***********************************************************************
 JX0219  DESIGNATION -  B 2
 JX0219  PID         -  JX0219
 JX0219  STATE/COUNTY-  WV/BARBOUR
 JX0219  USGS QUAD   -  PHILIPPI (1977)
 JX0219
 JX0219                         *CURRENT SURVEY CONTROL
 JX0219  ___________________________________________________________________
 JX0219* NAD 83(1986)-  39 09 12.     (N)    080 02 33.     (W)     SCALED    
 JX0219* NAVD 88     -       398.260  (meters)    1306.62   (feet)  ADJUSTED  
 JX0219  ___________________________________________________________________
 JX0219  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JX0219  DYNAMIC HT  -         398.000 (meters)    1305.77  (feet)  COMP
 JX0219  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 JX0219
 JX0219  VERT ORDER  -  FIRST     CLASS II
 JX0219
 JX0219.The horizontal coordinates were scaled from a topographic map and have
 JX0219.an estimated accuracy of +/- 6 seconds.
 JX0219
 JX0219.The orthometric height was determined by differential leveling
 JX0219.and adjusted by the National Geodetic Survey in June 1991..
 JX0219.WARNING-Repeat measurements at this control monument indicate possible
 JX0219.vertical movement.
 JX0219
 JX0219.The geoid height was determined by GEOID03.
 JX0219
 JX0219.The dynamic height is computed by dividing the NAVD 88
 JX0219.geopotential number by the normal gravity value computed on the
 JX0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0219.degrees latitude (g = 980.6199 gals.).
 JX0219
 JX0219.The modeled gravity was interpolated from observed gravity values.
 JX0219
 JX0219;                    North         East    Units  Estimated Accuracy
 JX0219;SPC WV N     -    72,670.      553,110.      MT  (+/- 180 meters Scaled)
 JX0219
 JX0219                          SUPERSEDED SURVEY CONTROL
 JX0219
 JX0219  NGVD 29 (??/??/92)  398.483  (m)         1307.36   (f) ADJ UNCH    1 2
 JX0219
 JX0219.Superseded values are not recommended for survey control.
 JX0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0219.See file dsdata.txt to determine how the superseded data were derived.
 JX0219
 JX0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND827342(NAD 83)
 JX0219_MARKER: DB = BENCH MARK DISK
 JX0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0219_STAMPING: B 2 1933
 JX0219_MARK LOGO: CGS   
 JX0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0219
 JX0219  HISTORY     - Date     Condition        Report By
 JX0219  HISTORY     - 1933     MONUMENTED       CGS
 JX0219  HISTORY     - 1983     GOOD             NGS
 JX0219
 JX0219                          STATION DESCRIPTION
 JX0219
 JX0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0219'AT PHILIPPI.
 JX0219'AT PHILIPPI, BARBOUR COUNTY, AT THE NORTHWEST CORNER OF THE
 JX0219'BALTIMORE AND OHIO RAILROAD STATION, IN THE WEST FACE, 8 YARDS
 JX0219'NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AND ABOUT 5 FEET
 JX0219'HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED B 2 1933 AND SET
 JX0219'VERTICALLY.
 JX0219
 JX0219                          STATION RECOVERY (1983)
 JX0219
 JX0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1462 ***********************************************************************
 HW1462  DESIGNATION -  B 20
 HW1462  PID         -  HW1462
 HW1462  STATE/COUNTY-  WV/PENDLETON
 HW1462  USGS QUAD   -  FRANKLIN (1995)
 HW1462
 HW1462                         *CURRENT SURVEY CONTROL
 HW1462  ___________________________________________________________________
 HW1462* NAD 83(1986)-  38 38 25.     (N)    079 19 56.     (W)     SCALED    
 HW1462* NAVD 88     -       519.032  (meters)    1702.86   (feet)  ADJUSTED  
 HW1462  ___________________________________________________________________
 HW1462  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HW1462  DYNAMIC HT  -         518.653 (meters)    1701.61  (feet)  COMP
 HW1462  MODELED GRAV-     979,881.8   (mgal)                       NAVD 88
 HW1462
 HW1462  VERT ORDER  -  SECOND    CLASS 0
 HW1462
 HW1462.The horizontal coordinates were scaled from a topographic map and have
 HW1462.an estimated accuracy of +/- 6 seconds.
 HW1462
 HW1462.The orthometric height was determined by differential leveling
 HW1462.and adjusted by the National Geodetic Survey in June 1991..
 HW1462
 HW1462.The geoid height was determined by GEOID03.
 HW1462
 HW1462.The dynamic height is computed by dividing the NAVD 88
 HW1462.geopotential number by the normal gravity value computed on the
 HW1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1462.degrees latitude (g = 980.6199 gals.).
 HW1462
 HW1462.The modeled gravity was interpolated from observed gravity values.
 HW1462
 HW1462;                    North         East    Units  Estimated Accuracy
 HW1462;SPC WV S     -   183,360.      745,190.      MT  (+/- 180 meters Scaled)
 HW1462
 HW1462                          SUPERSEDED SURVEY CONTROL
 HW1462
 HW1462  NGVD 29 (??/??/92)  519.148  (m)         1703.24   (f) ADJ UNCH    2 0
 HW1462
 HW1462.Superseded values are not recommended for survey control.
 HW1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1462.See file dsdata.txt to determine how the superseded data were derived.
 HW1462
 HW1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC451781(NAD 83)
 HW1462_MARKER: DB = BENCH MARK DISK
 HW1462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1462_SP_SET: CULVERT
 HW1462_STAMPING: B 20 1934
 HW1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1462
 HW1462  HISTORY     - Date     Condition        Report By
 HW1462  HISTORY     - 1934     MONUMENTED       CGS
 HW1462  HISTORY     - 1935     GOOD             NGS
 HW1462  HISTORY     - 1954     GOOD             USE
 HW1462
 HW1462                          STATION DESCRIPTION
 HW1462
 HW1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1462'AT FRANKLIN.
 HW1462'AT FRANKLIN, PENDLETON COUNTY, 130 YARDS SOUTHWEST OF THE
 HW1462'SOUTH CORNER OF THE COURTHOUSE, 49 FEET NORTH OF THE NORTH CORNER
 HW1462'OF A 2-STORY DWELLING OWNED BY BOYD COIGLER, 24-1/2 FEET
 HW1462'SOUTHEAST OF THE SOUTHEAST CORNER OF A 2-STORY DWELLING OWNED
 HW1462'BY CHARLES ELYARD, IN THE TOP OF THE SOUTHWEST END OF A
 HW1462'CONCRETE CULVERT, 17 FEET NORTHWEST OF THE CENTERLINE OF THE
 HW1462'HIGHWAY, AND LEVEL WITH THE HIGWAY.
 HW1462
 HW1462                          STATION RECOVERY (1954)
 HW1462
 HW1462'RECOVERY NOTE BY US ENGINEERS 1954
 HW1462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0643 ***********************************************************************
 GX0643  DESIGNATION -  B 200
 GX0643  PID         -  GX0643
 GX0643  STATE/COUNTY-  WV/SUMMERS
 GX0643  USGS QUAD   -  TALCOTT (1968)
 GX0643
 GX0643                         *CURRENT SURVEY CONTROL
 GX0643  ___________________________________________________________________
 GX0643* NAD 83(1986)-  37 37 55.     (N)    080 48 12.     (W)     SCALED    
 GX0643* NAVD 88     -       432.152  (meters)    1417.82   (feet)  ADJUSTED  
 GX0643  ___________________________________________________________________
 GX0643  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX0643  DYNAMIC HT  -         431.792 (meters)    1416.64  (feet)  COMP
 GX0643  MODELED GRAV-     979,784.9   (mgal)                       NAVD 88
 GX0643
 GX0643  VERT ORDER  -  FIRST     CLASS II
 GX0643
 GX0643.The horizontal coordinates were scaled from a topographic map and have
 GX0643.an estimated accuracy of +/- 6 seconds.
 GX0643
 GX0643.The orthometric height was determined by differential leveling
 GX0643.and adjusted by the National Geodetic Survey in June 1991..
 GX0643
 GX0643.The geoid height was determined by GEOID03.
 GX0643
 GX0643.The dynamic height is computed by dividing the NAVD 88
 GX0643.geopotential number by the normal gravity value computed on the
 GX0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0643.degrees latitude (g = 980.6199 gals.).
 GX0643
 GX0643.The modeled gravity was interpolated from observed gravity values.
 GX0643
 GX0643;                    North         East    Units  Estimated Accuracy
 GX0643;SPC WV S     -    70,160.      617,360.      MT  (+/- 180 meters Scaled)
 GX0643
 GX0643                          SUPERSEDED SURVEY CONTROL
 GX0643
 GX0643  NGVD 29 (??/??/92)  432.315  (m)         1418.35   (f) ADJ UNCH    1 2
 GX0643
 GX0643.Superseded values are not recommended for survey control.
 GX0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0643.See file dsdata.txt to determine how the superseded data were derived.
 GX0643
 GX0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB173649(NAD 83)
 GX0643_MARKER: DB = BENCH MARK DISK
 GX0643_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX0643_STAMPING: B 200 1958
 GX0643_MARK LOGO: CGS   
 GX0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0643+STABILITY: SURFACE MOTION
 GX0643
 GX0643  HISTORY     - Date     Condition        Report By
 GX0643  HISTORY     - 1958     MONUMENTED       CGS
 GX0643  HISTORY     - 1984     GOOD             NGS
 GX0643
 GX0643                          STATION DESCRIPTION
 GX0643
 GX0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0643'5.7 MI N FROM FOREST HILL.
 GX0643'ABOUT 5.7 MILES NORTH ALONG STATE HIGHWAY 12 FROM THE FOREST
 GX0643'HILL METHODIST CHURCH AT FOREST HILL, 0.6 MILE SOUTH OF THE
 GX0643'JUNCTION OF STATE HIGHWAY 3, 15 FEET SOUTHWEST OF CENTER LINE
 GX0643'OF HIGHWAY, IN TOP OF THE SOUTHWEST END OF THE SOUTHWEST
 GX0643'CONCRETE HEAD WALL OF A 5-FOOT CONCRETE AND STONE CULVERT FOR
 GX0643'A SMALL CREEK BRANCH, 11 YARDS WEST OF AND ACROSS THE HIGHWAY
 GX0643'FROM TELEPHONE POLE 16, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF
 GX0643'THE HIGHWAY.
 GX0643
 GX0643                          STATION RECOVERY (1984)
 GX0643
 GX0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0663 ***********************************************************************
 GX0663  DESIGNATION -  B 201
 GX0663  PID         -  GX0663
 GX0663  STATE/COUNTY-  WV/SUMMERS
 GX0663  USGS QUAD   -  FOREST HILL (1976)
 GX0663
 GX0663                         *CURRENT SURVEY CONTROL
 GX0663  ___________________________________________________________________
 GX0663* NAD 83(1986)-  37 32 50.     (N)    080 48 03.     (W)     SCALED    
 GX0663* NAVD 88     -       488.102  (meters)    1601.38   (feet)  ADJUSTED  
 GX0663  ___________________________________________________________________
 GX0663  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX0663  DYNAMIC HT  -         487.691 (meters)    1600.03  (feet)  COMP
 GX0663  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GX0663
 GX0663  VERT ORDER  -  FIRST     CLASS II
 GX0663
 GX0663.The horizontal coordinates were scaled from a topographic map and have
 GX0663.an estimated accuracy of +/- 6 seconds.
 GX0663
 GX0663.The orthometric height was determined by differential leveling
 GX0663.and adjusted by the National Geodetic Survey in June 1991..
 GX0663
 GX0663.The geoid height was determined by GEOID03.
 GX0663
 GX0663.The dynamic height is computed by dividing the NAVD 88
 GX0663.geopotential number by the normal gravity value computed on the
 GX0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0663.degrees latitude (g = 980.6199 gals.).
 GX0663
 GX0663.The modeled gravity was interpolated from observed gravity values.
 GX0663
 GX0663;                    North         East    Units  Estimated Accuracy
 GX0663;SPC WV S     -    60,750.      617,600.      MT  (+/- 180 meters Scaled)
 GX0663
 GX0663                          SUPERSEDED SURVEY CONTROL
 GX0663
 GX0663  NGVD 29 (??/??/92)  488.268  (m)         1601.93   (f) ADJ UNCH    1 2
 GX0663
 GX0663.Superseded values are not recommended for survey control.
 GX0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0663.See file dsdata.txt to determine how the superseded data were derived.
 GX0663
 GX0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB175555(NAD 83)
 GX0663_MARKER: DB = BENCH MARK DISK
 GX0663_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX0663_STAMPING: B 201 1958
 GX0663_MARK LOGO: CGS   
 GX0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0663
 GX0663  HISTORY     - Date     Condition        Report By
 GX0663  HISTORY     - 1958     MONUMENTED       CGS
 GX0663  HISTORY     - 1984     GOOD             NGS
 GX0663
 GX0663                          STATION DESCRIPTION
 GX0663
 GX0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0663'1.8 MI SW FROM FOREST HILL.
 GX0663'ABOUT 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 GX0663'FOREST HILL METHODIST CHURCH AT FOREST HILL, 0.2 MILE NORTHWEST
 GX0663'OF HIGHWAY MILEPOST 1, 108 YARDS SOUTH OF CENTER OF JUNCTION
 GX0663'OF ROAD 21-2 LEADING SOUTHWEST TO INDIAN MILLS, 15 1/2 FEET
 GX0663'WEST OF CENTER LINE OF HIGHWAY, IN TOP OF THE SOUTHWEST END
 GX0663'OF THE SOUTH ABUTMENT OF CONCRETE BRIDGE OVER BRADSHAW CREEK,
 GX0663'4 1/2 FEET SOUTHWEST OF THE SOUTH END OF CONCRETE BANISTER, AND
 GX0663'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GX0663
 GX0663                          STATION RECOVERY (1984)
 GX0663
 GX0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0686 ***********************************************************************
 GX0686  DESIGNATION -  B 202
 GX0686  PID         -  GX0686
 GX0686  STATE/COUNTY-  WV/MONROE
 GX0686  USGS QUAD   -  ALDERSON (1976)
 GX0686
 GX0686                         *CURRENT SURVEY CONTROL
 GX0686  ___________________________________________________________________
 GX0686* NAD 83(1986)-  37 43 24.     (N)    080 38 20.     (W)     SCALED    
 GX0686* NAVD 88     -       473.308  (meters)    1552.84   (feet)  ADJUSTED  
 GX0686  ___________________________________________________________________
 GX0686  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0686  DYNAMIC HT  -         472.923 (meters)    1551.58  (feet)  COMP
 GX0686  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 GX0686
 GX0686  VERT ORDER  -  FIRST     CLASS II
 GX0686
 GX0686.The horizontal coordinates were scaled from a topographic map and have
 GX0686.an estimated accuracy of +/- 6 seconds.
 GX0686
 GX0686.The orthometric height was determined by differential leveling
 GX0686.and adjusted by the National Geodetic Survey in June 1991..
 GX0686
 GX0686.The geoid height was determined by GEOID03.
 GX0686
 GX0686.The dynamic height is computed by dividing the NAVD 88
 GX0686.geopotential number by the normal gravity value computed on the
 GX0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0686.degrees latitude (g = 980.6199 gals.).
 GX0686
 GX0686.The modeled gravity was interpolated from observed gravity values.
 GX0686
 GX0686;                    North         East    Units  Estimated Accuracy
 GX0686;SPC WV S     -    80,340.      631,840.      MT  (+/- 180 meters Scaled)
 GX0686
 GX0686                          SUPERSEDED SURVEY CONTROL
 GX0686
 GX0686  NGVD 29 (??/??/92)  473.478  (m)         1553.40   (f) ADJ UNCH    1 2
 GX0686
 GX0686.Superseded values are not recommended for survey control.
 GX0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0686.See file dsdata.txt to determine how the superseded data were derived.
 GX0686
 GX0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB318751(NAD 83)
 GX0686_MARKER: DB = BENCH MARK DISK
 GX0686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0686_SP_SET: WATER TANK
 GX0686_STAMPING: B 202 1958
 GX0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0686
 GX0686  HISTORY     - Date     Condition        Report By
 GX0686  HISTORY     - 1958     MONUMENTED       CGS
 GX0686  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0686
 GX0686                          STATION DESCRIPTION
 GX0686
 GX0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0686'AT ALDERSON.
 GX0686'AT ALDERSON, 0.3 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0686'FROM THE STATION, 0.45 MILE EAST OF MILEPOST 336, AT THE WATER
 GX0686'FILTERING PLANT, 46 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 GX0686'MAIN TRACK, 33 1/2 FEET NORTH OF THE NORTH RAIL OF SIDING, IN TOP
 GX0686'OF THE SOUTH WALL OF A WATER SETTLING TANK, 3 FEET EAST OF THE
 GX0686'SOUTHEAST CORNER OF FILTERING PLANT BUILDING, AND ABOUT 3 1/2
 GX0686'FEET BELOW THE LEVEL OF THE TRACK.
 GX0686
 GX0686                          STATION RECOVERY (1983)
 GX0686
 GX0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0686'NOT RECOVERED, FILTRATION PLANT HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1878 ***********************************************************************
 HX1878  DESIGNATION -  B 203
 HX1878  PID         -  HX1878
 HX1878  STATE/COUNTY-  WV/FAYETTE
 HX1878  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1878
 HX1878                         *CURRENT SURVEY CONTROL
 HX1878  ___________________________________________________________________
 HX1878* NAD 83(1986)-  38 08 51.     (N)    081 12 53.     (W)     SCALED    
 HX1878* NAVD 88     -       203.320  (meters)     667.06   (feet)  ADJUSTED  
 HX1878  ___________________________________________________________________
 HX1878  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HX1878  DYNAMIC HT  -         203.174 (meters)     666.58  (feet)  COMP
 HX1878  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 HX1878
 HX1878  VERT ORDER  -  FIRST     CLASS II
 HX1878
 HX1878.The horizontal coordinates were scaled from a topographic map and have
 HX1878.an estimated accuracy of +/- 6 seconds.
 HX1878
 HX1878.The orthometric height was determined by differential leveling
 HX1878.and adjusted by the National Geodetic Survey in June 1991..
 HX1878
 HX1878.The geoid height was determined by GEOID03.
 HX1878
 HX1878.The dynamic height is computed by dividing the NAVD 88
 HX1878.geopotential number by the normal gravity value computed on the
 HX1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1878.degrees latitude (g = 980.6199 gals.).
 HX1878
 HX1878.The modeled gravity was interpolated from observed gravity values.
 HX1878
 HX1878;                    North         East    Units  Estimated Accuracy
 HX1878;SPC WV S     -   127,380.      581,180.      MT  (+/- 180 meters Scaled)
 HX1878
 HX1878                          SUPERSEDED SURVEY CONTROL
 HX1878
 HX1878  NGVD 29 (??/??/92)  203.508  (m)          667.68   (f) ADJ UNCH    1 2
 HX1878
 HX1878.Superseded values are not recommended for survey control.
 HX1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1878.See file dsdata.txt to determine how the superseded data were derived.
 HX1878
 HX1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC811222(NAD 83)
 HX1878_MARKER: DB = BENCH MARK DISK
 HX1878_SETTING: 66 = SET IN ROCK OUTCROP
 HX1878_SP_SET: ROCK CUT
 HX1878_STAMPING: B 203 1959
 HX1878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1878+STABILITY: POSITION/ELEVATION WELL
 HX1878
 HX1878  HISTORY     - Date     Condition        Report By
 HX1878  HISTORY     - 1959     MONUMENTED       CGS
 HX1878
 HX1878                          STATION DESCRIPTION
 HX1878
 HX1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1878'1.8 MI SW FROM GAULEY BRIDGE.
 HX1878'ABOUT 1.75 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1878'FROM THE NORTHWEST END OF THE BRIDGE OVER GAULEY RIVER AT
 HX1878'GAULEY BRIDGE, AT THE SOUTH END OF GLEN FERRIS, ABOUT 1 1/2
 HX1878'RAILS SOUTH OF THE EXTENDED LINE OF THE SOUTH WALL OF AT A GENERATING
 HX1878'PLANT, 7 FEET WEST OF THE WEST RAIL, SET VERTICALLY IN THE EAST
 HX1878'FACE OF A LARGE ROCK CUT, 75 FEET SOUTH OF THE NORTH END OF THE
 HX1878'CUT, 2 FEET ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX1878'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1877 ***********************************************************************
 HX1877  DESIGNATION -  B 203 X
 HX1877  PID         -  HX1877
 HX1877  STATE/COUNTY-  WV/FAYETTE
 HX1877  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1877
 HX1877                         *CURRENT SURVEY CONTROL
 HX1877  ___________________________________________________________________
 HX1877* NAD 83(1986)-  38 08 54.     (N)    081 12 52.     (W)     SCALED    
 HX1877* NAVD 88     -       202.780  (meters)     665.29   (feet)  ADJUSTED  
 HX1877  ___________________________________________________________________
 HX1877  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HX1877  DYNAMIC HT  -         202.635 (meters)     664.81  (feet)  COMP
 HX1877  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 HX1877
 HX1877  VERT ORDER  -  FIRST     CLASS II
 HX1877
 HX1877.The horizontal coordinates were scaled from a topographic map and have
 HX1877.an estimated accuracy of +/- 6 seconds.
 HX1877
 HX1877.The orthometric height was determined by differential leveling
 HX1877.and adjusted by the National Geodetic Survey in June 1991..
 HX1877
 HX1877.The geoid height was determined by GEOID03.
 HX1877
 HX1877.The dynamic height is computed by dividing the NAVD 88
 HX1877.geopotential number by the normal gravity value computed on the
 HX1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1877.degrees latitude (g = 980.6199 gals.).
 HX1877
 HX1877.The modeled gravity was interpolated from observed gravity values.
 HX1877
 HX1877;                    North         East    Units  Estimated Accuracy
 HX1877;SPC WV S     -   127,470.      581,200.      MT  (+/- 180 meters Scaled)
 HX1877
 HX1877                          SUPERSEDED SURVEY CONTROL
 HX1877
 HX1877  NGVD 29 (??/??/92)  202.968  (m)          665.90   (f) ADJ UNCH    1 2
 HX1877
 HX1877.Superseded values are not recommended for survey control.
 HX1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1877.See file dsdata.txt to determine how the superseded data were derived.
 HX1877
 HX1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC812222(NAD 83)
 HX1877_MARKER: DD = SURVEY DISK
 HX1877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1877_SP_SET: RETAINING WALL
 HX1877_STAMPING: B 203 X
 HX1877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1877
 HX1877  HISTORY     - Date     Condition        Report By
 HX1877  HISTORY     - UNK      MONUMENTED       WVGS
 HX1877  HISTORY     - 1959     GOOD             NGS
 HX1877
 HX1877                          STATION DESCRIPTION
 HX1877
 HX1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX1877'1.7 MI SW FROM GAULEY BRIDGE.
 HX1877'ABOUT 1.7 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1877'FROM THE NORTHWEST END OF THE BRIDGE OVER GAULEY RIVER AT
 HX1877'GAULEY BRIDGE, 0.5 MILE SOUTH OF MILEPOST 162, 5 FEET EAST
 HX1877'OF THE EAST RAIL, AT THE TOP OF CONCRETE STEPS LEADING UP FROM
 HX1877'THE HIGHWAY TO THE TRACK, 1/2 FOOT NORTHWEST OF THE WEST END
 HX1877'OF THE TOP STEP, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 HX1877'AND IN TOP OF A CONCRETE RETAINING WALL BETWEEN THE TRACK
 HX1877'AND U.S. HIGHWAY 60.  NOTE-- STAMPED BY THIS PARTY IN APRIL 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1864 ***********************************************************************
 HX1864  DESIGNATION -  B 204
 HX1864  PID         -  HX1864
 HX1864  STATE/COUNTY-  WV/FAYETTE
 HX1864  USGS QUAD   -  FAYETTEVILLE (1976)
 HX1864
 HX1864                         *CURRENT SURVEY CONTROL
 HX1864  ___________________________________________________________________
 HX1864* NAD 83(1986)-  38 06 38.     (N)    081 06 39.     (W)     SCALED    
 HX1864* NAVD 88     -       254.294  (meters)     834.30   (feet)  ADJUSTED  
 HX1864  ___________________________________________________________________
 HX1864  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 HX1864  DYNAMIC HT  -         254.102 (meters)     833.67  (feet)  COMP
 HX1864  MODELED GRAV-     979,869.5   (mgal)                       NAVD 88
 HX1864
 HX1864  VERT ORDER  -  FIRST     CLASS II
 HX1864
 HX1864.The horizontal coordinates were scaled from a topographic map and have
 HX1864.an estimated accuracy of +/- 6 seconds.
 HX1864
 HX1864.The orthometric height was determined by differential leveling
 HX1864.and adjusted by the National Geodetic Survey in June 1991..
 HX1864
 HX1864.The geoid height was determined by GEOID03.
 HX1864
 HX1864.The dynamic height is computed by dividing the NAVD 88
 HX1864.geopotential number by the normal gravity value computed on the
 HX1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1864.degrees latitude (g = 980.6199 gals.).
 HX1864
 HX1864.The modeled gravity was interpolated from observed gravity values.
 HX1864
 HX1864;                    North         East    Units  Estimated Accuracy
 HX1864;SPC WV S     -   123,260.      590,280.      MT  (+/- 180 meters Scaled)
 HX1864
 HX1864                          SUPERSEDED SURVEY CONTROL
 HX1864
 HX1864  NGVD 29 (??/??/92)  254.469  (m)          834.87   (f) ADJ UNCH    1 2
 HX1864
 HX1864.Superseded values are not recommended for survey control.
 HX1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1864.See file dsdata.txt to determine how the superseded data were derived.
 HX1864
 HX1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC902180(NAD 83)
 HX1864_MARKER: DB = BENCH MARK DISK
 HX1864_SETTING: 66 = SET IN ROCK OUTCROP
 HX1864_SP_SET: ROCK CUT
 HX1864_STAMPING: B 204 1959
 HX1864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1864+STABILITY: POSITION/ELEVATION WELL
 HX1864
 HX1864  HISTORY     - Date     Condition        Report By
 HX1864  HISTORY     - 1959     MONUMENTED       CGS
 HX1864  HISTORY     - 1962     GOOD             NGS
 HX1864
 HX1864                          STATION DESCRIPTION
 HX1864
 HX1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1864'2.7 MI SE FROM COTTON HILL.
 HX1864'ABOUT 2.7 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1864'FROM THE STATION AT COTTON HILL, ALSO ABOUT 3.95 MILES NORTHWEST
 HX1864'ALONG THE C. AND O. RY., FROM THE STATION AT FAYETTE, 0.15 MILE
 HX1864'NORTHWEST OF MILEPOST 408, 0.7 MILE SOUTH OF THE EAST END OF THE
 HX1864'BRIDGE OVER NEW RIVER, 11 FEET NORTHEAST OF THE NORTHEAST RAIL,
 HX1864'SET VERTICALLY IN THE SOUTHWEST FACE OF A LARGE ROCK CUT, 2 FEET
 HX1864'ABOVE THE GROUND, 47 FEET EAST OF AND ACROSS THE TRACK FROM THE
 HX1864'SIXTH TELEPHONE POLE NORTHWEST OF THE MILEPOST, AND ABOUT 1 FOOT
 HX1864'BELOW THE LEVEL OF THE TRACK.
 HX1864
 HX1864                          STATION RECOVERY (1962)
 HX1864
 HX1864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX1864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1906 ***********************************************************************
 HX1906  DESIGNATION -  B 205
 HX1906  PID         -  HX1906
 HX1906  STATE/COUNTY-  WV/KANAWHA
 HX1906  USGS QUAD   -  CEDAR GROVE (1976)
 HX1906
 HX1906                         *CURRENT SURVEY CONTROL
 HX1906  ___________________________________________________________________
 HX1906* NAD 83(1986)-  38 13 17.     (N)    081 26 48.     (W)     SCALED    
 HX1906* NAVD 88     -       193.153  (meters)     633.70   (feet)  ADJUSTED  
 HX1906  ___________________________________________________________________
 HX1906  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HX1906  DYNAMIC HT  -         193.018 (meters)     633.26  (feet)  COMP
 HX1906  MODELED GRAV-     979,925.2   (mgal)                       NAVD 88
 HX1906
 HX1906  VERT ORDER  -  FIRST     CLASS II
 HX1906
 HX1906.The horizontal coordinates were scaled from a topographic map and have
 HX1906.an estimated accuracy of +/- 6 seconds.
 HX1906
 HX1906.The orthometric height was determined by differential leveling
 HX1906.and adjusted by the National Geodetic Survey in June 1991..
 HX1906
 HX1906.The geoid height was determined by GEOID03.
 HX1906
 HX1906.The dynamic height is computed by dividing the NAVD 88
 HX1906.geopotential number by the normal gravity value computed on the
 HX1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1906.degrees latitude (g = 980.6199 gals.).
 HX1906
 HX1906.The modeled gravity was interpolated from observed gravity values.
 HX1906
 HX1906;                    North         East    Units  Estimated Accuracy
 HX1906;SPC WV S     -   135,650.      560,890.      MT  (+/- 180 meters Scaled)
 HX1906
 HX1906                          SUPERSEDED SURVEY CONTROL
 HX1906
 HX1906  NGVD 29 (??/??/92)  193.347  (m)          634.34   (f) ADJ UNCH    1 2
 HX1906
 HX1906.Superseded values are not recommended for survey control.
 HX1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1906.See file dsdata.txt to determine how the superseded data were derived.
 HX1906
 HX1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC609304(NAD 83)
 HX1906_MARKER: DB = BENCH MARK DISK
 HX1906_SETTING: 66 = SET IN ROCK OUTCROP
 HX1906_SP_SET: ROCK CUT
 HX1906_STAMPING: B 205 1959
 HX1906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1906+STABILITY: POSITION/ELEVATION WELL
 HX1906
 HX1906  HISTORY     - Date     Condition        Report By
 HX1906  HISTORY     - 1959     MONUMENTED       CGS
 HX1906
 HX1906                          STATION DESCRIPTION
 HX1906
 HX1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1906'0.8 MI W FROM CEDAR GROVE.
 HX1906'ABOUT 0.85 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX1906'THE STATION AT CEDAR GROVE, 0.45 MILE NORTHEAST OF MILEPOST 143,
 HX1906'0.1 MILE NORTHEST OF MILE BRANCH, ON THE OUTSIDE OF A LONG CURVE
 HX1906'WITH TANGENTS EXTENDING SOUTHEAST AND SOUTHWEST, 65 FEET
 HX1906'NORTHWEST OF AND ACROSS U.S. HIGHWAY 21 AND 60 FROM THE NORTHWEST
 HX1906'RAIL, SET VERTICALLY IN THE EAST FACE OF A THREE CORNERED ROCK
 HX1906'IN A HUGE CUT, 31 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 HX1906'HIGHWAY, 2 1/2 FEET NORTH OF THE SOUTHEAST CORNER OF THE ROCK,
 HX1906'2 1/2 FEET ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL
 HX1906'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0861 ***********************************************************************
 JX0861  DESIGNATION -  B 206
 JX0861  PID         -  JX0861
 JX0861  STATE/COUNTY-  WV/WOOD
 JX0861  USGS QUAD   -  MARIETTA (1994)
 JX0861
 JX0861                         *CURRENT SURVEY CONTROL
 JX0861  ___________________________________________________________________
 JX0861* NAD 83(1986)-  39 23 30.     (N)    081 28 25.     (W)     SCALED    
 JX0861* NAVD 88     -       185.596  (meters)     608.91   (feet)  ADJUSTED  
 JX0861  ___________________________________________________________________
 JX0861  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JX0861  DYNAMIC HT  -         185.483 (meters)     608.54  (feet)  COMP
 JX0861  MODELED GRAV-     980,013.7   (mgal)                       NAVD 88
 JX0861
 JX0861  VERT ORDER  -  FIRST     CLASS II
 JX0861
 JX0861.The horizontal coordinates were scaled from a topographic map and have
 JX0861.an estimated accuracy of +/- 6 seconds.
 JX0861
 JX0861.The orthometric height was determined by differential leveling
 JX0861.and adjusted by the National Geodetic Survey in June 1991..
 JX0861
 JX0861.The geoid height was determined by GEOID03.
 JX0861
 JX0861.The dynamic height is computed by dividing the NAVD 88
 JX0861.geopotential number by the normal gravity value computed on the
 JX0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0861.degrees latitude (g = 980.6199 gals.).
 JX0861
 JX0861.The modeled gravity was interpolated from observed gravity values.
 JX0861
 JX0861;                    North         East    Units  Estimated Accuracy
 JX0861;SPC WV N     -   100,860.      430,000.      MT  (+/- 180 meters Scaled)
 JX0861
 JX0861                          SUPERSEDED SURVEY CONTROL
 JX0861
 JX0861  NGVD 29 (??/??/92)  185.771  (m)          609.48   (f) ADJ UNCH    1 2
 JX0861
 JX0861.Superseded values are not recommended for survey control.
 JX0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0861.See file dsdata.txt to determine how the superseded data were derived.
 JX0861
 JX0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD592603(NAD 83)
 JX0861_MARKER: DB = BENCH MARK DISK
 JX0861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0861_SP_SET: STEP
 JX0861_STAMPING: B 206 1959
 JX0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0861
 JX0861  HISTORY     - Date     Condition        Report By
 JX0861  HISTORY     - 1959     MONUMENTED       CGS
 JX0861
 JX0861                          STATION DESCRIPTION
 JX0861
 JX0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX0861'1.7 MI SW FROM WILLIAMSTOWN.
 JX0861'ABOUT 1.7 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0861'FROM THE STATION AT WILLIAMSTOWN, AT MILEPOLE 82-29, ON THE
 JX0861'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, 9
 JX0861'FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN TOP OF THE SOUTHEAST END
 JX0861'OF THE TOP STEP OF THE NORTHEAST ABUTMENT TO A 20-FOOT OVERPASS OVER
 JX0861'A FARM ROAD, 3 FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT,
 JX0861'2 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE ABUTMENT, AND ABOUT
 JX0861'3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0767 ***********************************************************************
 GX0767  DESIGNATION -  B 207
 GX0767  PID         -  GX0767
 GX0767  STATE/COUNTY-  WV/FAYETTE
 GX0767  USGS QUAD   -  MEADOW CREEK (1988)
 GX0767
 GX0767                         *CURRENT SURVEY CONTROL
 GX0767  ___________________________________________________________________
 GX0767* NAD 83(1986)-  37 51 42.     (N)    080 58 59.     (W)     SCALED    
 GX0767* NAVD 88     -       572.455  (meters)    1878.13   (feet)  ADJUSTED  
 GX0767  ___________________________________________________________________
 GX0767  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX0767  DYNAMIC HT  -         571.988 (meters)    1876.60  (feet)  COMP
 GX0767  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 GX0767
 GX0767  VERT ORDER  -  SECOND    CLASS 0
 GX0767
 GX0767.The horizontal coordinates were scaled from a topographic map and have
 GX0767.an estimated accuracy of +/- 6 seconds.
 GX0767
 GX0767.The orthometric height was determined by differential leveling
 GX0767.and adjusted by the National Geodetic Survey in June 1991..
 GX0767
 GX0767.The geoid height was determined by GEOID03.
 GX0767
 GX0767.The dynamic height is computed by dividing the NAVD 88
 GX0767.geopotential number by the normal gravity value computed on the
 GX0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0767.degrees latitude (g = 980.6199 gals.).
 GX0767
 GX0767.The modeled gravity was interpolated from observed gravity values.
 GX0767
 GX0767;                    North         East    Units  Estimated Accuracy
 GX0767;SPC WV S     -    95,640.      601,490.      MT  (+/- 180 meters Scaled)
 GX0767
 GX0767                          SUPERSEDED SURVEY CONTROL
 GX0767
 GX0767  NGVD 29 (??/??/92)  572.615  (m)         1878.65   (f) ADJ UNCH    2 0
 GX0767
 GX0767.Superseded values are not recommended for survey control.
 GX0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0767.See file dsdata.txt to determine how the superseded data were derived.
 GX0767
 GX0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB014904(NAD 83)
 GX0767_MARKER: DB = BENCH MARK DISK
 GX0767_SETTING: 66 = SET IN ROCK OUTCROP
 GX0767_SP_SET: ROCK LEDGE
 GX0767_STAMPING: B 207 1961
 GX0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0767+STABILITY: POSITION/ELEVATION WELL
 GX0767
 GX0767  HISTORY     - Date     Condition        Report By
 GX0767  HISTORY     - 1961     MONUMENTED       CGS
 GX0767  HISTORY     - 1980     GOOD             LOCSUR
 GX0767
 GX0767                          STATION DESCRIPTION
 GX0767
 GX0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0767'2.9 MI SW FROM LAYLAND.
 GX0767'ABOUT 2.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 FROM A CONCRETE
 GX0767'BLOCK CHURCH AT LAYLAND, 0.7 MILE NORTHEAST OF A 90 FOOT CONCRETE
 GX0767'BRIDGE OVER LAUREL CREEK, ABOUT 0.25 MILE SOUTHWEST OF THE
 GX0767'JUNCTION OF BACKUS ROAD LEADING EAST, DIRECTLY ACROSS THE HIGHWAY
 GX0767'FROM POWER LINE POLE NO. 733B3, ABOUT 75 YARDS NORTH OF A 10 FOOT
 GX0767'CONCRETE BOX CULVERT OVER LITTLE LAUREL CREEK, SET VERTICALLY IN
 GX0767'THE WEST FACE OF A 1 FOOT HIGH ROCK LEDGE THAT IS PART OF A ROCK
 GX0767'CUT, 23 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 70 FEET
 GX0767'NORTH OF THE SOUTH END OF THE CUT AND 2 1/2 FEET ABOVE THE LEVEL
 GX0767'OF THE HIGHWAY.
 GX0767
 GX0767                          STATION RECOVERY (1980)
 GX0767
 GX0767'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0800 ***********************************************************************
 GX0800  DESIGNATION -  B 208
 GX0800  PID         -  GX0800
 GX0800  STATE/COUNTY-  WV/SUMMERS
 GX0800  USGS QUAD   -  MEADOW CREEK (1988)
 GX0800
 GX0800                         *CURRENT SURVEY CONTROL
 GX0800  ___________________________________________________________________
 GX0800* NAD 83(1986)-  37 47 18.     (N)    080 52 45.     (W)     SCALED    
 GX0800* NAVD 88     -       436.010  (meters)    1430.48   (feet)  ADJUSTED  
 GX0800  ___________________________________________________________________
 GX0800  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX0800  DYNAMIC HT  -         435.659 (meters)    1429.32  (feet)  COMP
 GX0800  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 GX0800
 GX0800  VERT ORDER  -  SECOND    CLASS 0
 GX0800
 GX0800.The horizontal coordinates were scaled from a topographic map and have
 GX0800.an estimated accuracy of +/- 6 seconds.
 GX0800
 GX0800.The orthometric height was determined by differential leveling
 GX0800.and adjusted by the National Geodetic Survey in June 1991..
 GX0800
 GX0800.The geoid height was determined by GEOID03.
 GX0800
 GX0800.The dynamic height is computed by dividing the NAVD 88
 GX0800.geopotential number by the normal gravity value computed on the
 GX0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0800.degrees latitude (g = 980.6199 gals.).
 GX0800
 GX0800.The modeled gravity was interpolated from observed gravity values.
 GX0800
 GX0800;                    North         East    Units  Estimated Accuracy
 GX0800;SPC WV S     -    87,500.      610,640.      MT  (+/- 180 meters Scaled)
 GX0800
 GX0800                          SUPERSEDED SURVEY CONTROL
 GX0800
 GX0800  NGVD 29 (??/??/92)  436.182  (m)         1431.04   (f) ADJ UNCH    2 0
 GX0800
 GX0800.Superseded values are not recommended for survey control.
 GX0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0800.See file dsdata.txt to determine how the superseded data were derived.
 GX0800
 GX0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB106823(NAD 83)
 GX0800_MARKER: DB = BENCH MARK DISK
 GX0800_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0800_SP_SET: UNSPECIFIED ROCK
 GX0800_STAMPING: B 208 1961
 GX0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0800
 GX0800  HISTORY     - Date     Condition        Report By
 GX0800  HISTORY     - 1961     MONUMENTED       CGS
 GX0800
 GX0800                          STATION DESCRIPTION
 GX0800
 GX0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0800'1.6 MI NE FROM SANDSTONE.
 GX0800'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0800'CHESAPEAKE AND OHIO RAILWAY STATION AT SANDSTONE, ABOUT 0.2 MILE
 GX0800'NORTHEAST OF THE JUNCTION OF THE LOCKBRIDGE ROAD, AT THE OUTSIDE
 GX0800'OF A CURVE, SET VERTICALLY IN THE SOUTH FACE OF AN L JOG IN THE
 GX0800'FACE OF A ROCK, 38 FEET NORTHWEST OF THE CENTER LINE OF THE
 GX0800'HIGHWAY, 10 FEET WEST OF THE NORTHWEST END OF A 24 INCH PIPE
 GX0800'CULVERT UNDER THE HIGHWAY, 2 FEET ABOVE THE LEVEL OF THE GROUND
 GX0800'AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0826 ***********************************************************************
 GX0826  DESIGNATION -  B 209
 GX0826  PID         -  GX0826
 GX0826  STATE/COUNTY-  WV/FAYETTE
 GX0826  USGS QUAD   -  RAINELLE (1976)
 GX0826
 GX0826                         *CURRENT SURVEY CONTROL
 GX0826  ___________________________________________________________________
 GX0826* NAD 83(1986)-  37 54 25.     (N)    080 49 09.     (W)     SCALED    
 GX0826* NAVD 88     -       770.089  (meters)    2526.53   (feet)  ADJUSTED  
 GX0826  ___________________________________________________________________
 GX0826  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX0826  DYNAMIC HT  -         769.436 (meters)    2524.39  (feet)  COMP
 GX0826  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 GX0826
 GX0826  VERT ORDER  -  SECOND    CLASS 0
 GX0826
 GX0826.The horizontal coordinates were scaled from a topographic map and have
 GX0826.an estimated accuracy of +/- 6 seconds.
 GX0826
 GX0826.The orthometric height was determined by differential leveling
 GX0826.and adjusted by the National Geodetic Survey in June 1991..
 GX0826
 GX0826.The geoid height was determined by GEOID03.
 GX0826
 GX0826.The dynamic height is computed by dividing the NAVD 88
 GX0826.geopotential number by the normal gravity value computed on the
 GX0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0826.degrees latitude (g = 980.6199 gals.).
 GX0826
 GX0826.The modeled gravity was interpolated from observed gravity values.
 GX0826
 GX0826;                    North         East    Units  Estimated Accuracy
 GX0826;SPC WV S     -   100,680.      615,900.      MT  (+/- 180 meters Scaled)
 GX0826
 GX0826                          SUPERSEDED SURVEY CONTROL
 GX0826
 GX0826  NGVD 29 (??/??/92)  770.226  (m)         2526.98   (f) ADJ UNCH    2 0
 GX0826
 GX0826.Superseded values are not recommended for survey control.
 GX0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0826.See file dsdata.txt to determine how the superseded data were derived.
 GX0826
 GX0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB158955(NAD 83)
 GX0826_MARKER: DB = BENCH MARK DISK
 GX0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0826_SP_SET: CULVERT
 GX0826_STAMPING: B 209 1961
 GX0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0826
 GX0826  HISTORY     - Date     Condition        Report By
 GX0826  HISTORY     - 1961     MONUMENTED       CGS
 GX0826
 GX0826                          STATION DESCRIPTION
 GX0826
 GX0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0826'5.6 MI NE FROM MEADOW BRIDGE.
 GX0826'ABOUT 5.55 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0826'CHESAPEAKE AND OHIO RAILWAY STATION AT MEADOW BRIDGE, ABOUT 0.95
 GX0826'MILE NORTH OF THE CROSSING OF THE C AND O RAILWAY, AT THE OUTSIDE
 GX0826'OF A LONG CURVE, SET ON TOP OF THE SOUTH END OF THE EAST CONCRETE
 GX0826'HEADWALL OF AN 8 FOOT BOX CULVERT UNDER THE HIGHWAY, 21 FEET EAST
 GX0826'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE SOUTH END
 GX0826'OF THE HEADWALL AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0493 ***********************************************************************
 JX0493  DESIGNATION -  B 21
 JX0493  PID         -  JX0493
 JX0493  STATE/COUNTY-  WV/MARSHALL
 JX0493  USGS QUAD   -  BUSINESSBURG (1976)
 JX0493
 JX0493                         *CURRENT SURVEY CONTROL
 JX0493  ___________________________________________________________________
 JX0493* NAD 83(1986)-  39 54 20.     (N)    080 45 29.     (W)     SCALED    
 JX0493* NAVD 88     -       197.137  (meters)     646.77   (feet)  ADJUSTED  
 JX0493  ___________________________________________________________________
 JX0493  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JX0493  DYNAMIC HT  -         197.027 (meters)     646.41  (feet)  COMP
 JX0493  MODELED GRAV-     980,066.6   (mgal)                       NAVD 88
 JX0493
 JX0493  VERT ORDER  -  FIRST     CLASS II
 JX0493
 JX0493.The horizontal coordinates were scaled from a topographic map and have
 JX0493.an estimated accuracy of +/- 6 seconds.
 JX0493
 JX0493.The orthometric height was determined by differential leveling
 JX0493.and adjusted by the National Geodetic Survey in June 1991..
 JX0493
 JX0493.The geoid height was determined by GEOID03.
 JX0493
 JX0493.The dynamic height is computed by dividing the NAVD 88
 JX0493.geopotential number by the normal gravity value computed on the
 JX0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0493.degrees latitude (g = 980.6199 gals.).
 JX0493
 JX0493.The modeled gravity was interpolated from observed gravity values.
 JX0493
 JX0493;                    North         East    Units  Estimated Accuracy
 JX0493;SPC WV N     -   156,800.      492,430.      MT  (+/- 180 meters Scaled)
 JX0493
 JX0493                          SUPERSEDED SURVEY CONTROL
 JX0493
 JX0493  NGVD 29 (??/??/92)  197.288  (m)          647.27   (f) ADJ UNCH    1 2
 JX0493
 JX0493.Superseded values are not recommended for survey control.
 JX0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0493.See file dsdata.txt to determine how the superseded data were derived.
 JX0493
 JX0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE206173(NAD 83)
 JX0493_MARKER: DB = BENCH MARK DISK
 JX0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0493_SP_SET: BRIDGE
 JX0493_STAMPING: B 21 1935
 JX0493_MARK LOGO: CGS   
 JX0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0493
 JX0493  HISTORY     - Date     Condition        Report By
 JX0493  HISTORY     - 1935     MONUMENTED       CGS
 JX0493  HISTORY     - 1957     GOOD             NGS
 JX0493  HISTORY     - 1966     GOOD             LOCENG
 JX0493  HISTORY     - 1983     GOOD             NGS
 JX0493
 JX0493                          STATION DESCRIPTION
 JX0493
 JX0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0493'0.9 MI S FROM MOUNDSVILLE.
 JX0493'ABOUT 0.9 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0493'FROM THE STATION AT MOUNDSVILLE, ABOUT 0.1 MILE SOUTHWEST OF
 JX0493'MILE POST 12, IN THE TOP OF THE WEST WING WALL OF SOUTHWEST
 JX0493'CONCRETE ABUTMENT OF A STATE HIGHWAY 2 STEEL BRIDGE OVER GRAVE
 JX0493'CREEK, 22 FEET SOUTHEAST OF SOUTHEAST RAIL, 18 FEET NORTHWEST
 JX0493'OF CENTER LINE OF HIGHWAY 2, 3 FEET WEST OF SOUTHWEST END OF
 JX0493'STEEL BANISTER, AND 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 JX0493
 JX0493                          STATION RECOVERY (1966)
 JX0493
 JX0493'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 JX0493'RECOVERED IN GOOD CONDITION.
 JX0493
 JX0493                          STATION RECOVERY (1983)
 JX0493
 JX0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0493'RECOVERED IN GOOD CONDITION.  THE 1957 RECOVERY NOTE IS ADEQUATE
 JX0493'EXCEPT THE ROUTE TO THE BM LOCATION SHOULD READ 1.9 KM (1.2 MI)
 JX0493'SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE IN MOUNDSVILLE TO
 JX0493'THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0853 ***********************************************************************
 GX0853  DESIGNATION -  B 211
 GX0853  PID         -  GX0853
 GX0853  STATE/COUNTY-  WV/SUMMERS
 GX0853  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0853
 GX0853                         *CURRENT SURVEY CONTROL
 GX0853  ___________________________________________________________________
 GX0853* NAD 83(1986)-  37 45 25.     (N)    080 47 20.     (W)     SCALED    
 GX0853* NAVD 88     -       651.360  (meters)    2137.00   (feet)  ADJUSTED  
 GX0853  ___________________________________________________________________
 GX0853  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX0853  DYNAMIC HT  -         650.805 (meters)    2135.18  (feet)  COMP
 GX0853  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 GX0853
 GX0853  VERT ORDER  -  SECOND    CLASS 0
 GX0853
 GX0853.The horizontal coordinates were scaled from a topographic map and have
 GX0853.an estimated accuracy of +/- 6 seconds.
 GX0853
 GX0853.The orthometric height was determined by differential leveling
 GX0853.and adjusted by the National Geodetic Survey in June 1991..
 GX0853
 GX0853.The geoid height was determined by GEOID03.
 GX0853
 GX0853.The dynamic height is computed by dividing the NAVD 88
 GX0853.geopotential number by the normal gravity value computed on the
 GX0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0853.degrees latitude (g = 980.6199 gals.).
 GX0853
 GX0853.The modeled gravity was interpolated from observed gravity values.
 GX0853
 GX0853;                    North         East    Units  Estimated Accuracy
 GX0853;SPC WV S     -    84,030.      618,600.      MT  (+/- 180 meters Scaled)
 GX0853
 GX0853                          SUPERSEDED SURVEY CONTROL
 GX0853
 GX0853  NGVD 29 (??/??/92)  651.508  (m)         2137.49   (f) ADJ UNCH    2 0
 GX0853
 GX0853.Superseded values are not recommended for survey control.
 GX0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0853.See file dsdata.txt to determine how the superseded data were derived.
 GX0853
 GX0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB185788(NAD 83)
 GX0853_MARKER: DB = BENCH MARK DISK
 GX0853_SETTING: 66 = SET IN ROCK OUTCROP
 GX0853_SP_SET: ROCK CUT
 GX0853_STAMPING: B 211 1961
 GX0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0853+STABILITY: POSITION/ELEVATION WELL
 GX0853
 GX0853  HISTORY     - Date     Condition        Report By
 GX0853  HISTORY     - 1961     MONUMENTED       CGS
 GX0853
 GX0853                          STATION DESCRIPTION
 GX0853
 GX0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0853'7.1 MI SE FROM SANDSTONE.
 GX0853'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE CHESAPEAKE
 GX0853'AND OHIO RAILWAY STATION AT SANDSTONE, THENCE 6.8 MILES SOUTHEAST
 GX0853'ALONG THE SANDSTONE-RAMP ROAD, ABOUT 0.75 MILE EAST OF THE
 GX0853'JUNCTION OF A ROAD LEADING NORTHWEST, ALONG THE WEST SLOPE OF A
 GX0853'MOUNTAIN, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, 50
 GX0853'FEET WEST OF THE EAST END OF THE ROCK PART OF THE CUT, 18 FEET
 GX0853'NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET ABOVE THE
 GX0853'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0875 ***********************************************************************
 GX0875  DESIGNATION -  B 212
 GX0875  PID         -  GX0875
 GX0875  STATE/COUNTY-  WV/GREENBRIER
 GX0875  USGS QUAD   -  ALDERSON (1976)
 GX0875
 GX0875                         *CURRENT SURVEY CONTROL
 GX0875  ___________________________________________________________________
 GX0875* NAD 83(1986)-  37 43 54.     (N)    080 39 32.     (W)     SCALED    
 GX0875* NAVD 88     -       474.365  (meters)    1556.31   (feet)  ADJUSTED  
 GX0875  ___________________________________________________________________
 GX0875  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0875  DYNAMIC HT  -         473.980 (meters)    1555.05  (feet)  COMP
 GX0875  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 GX0875
 GX0875  VERT ORDER  -  FIRST     CLASS II
 GX0875
 GX0875.The horizontal coordinates were scaled from a topographic map and have
 GX0875.an estimated accuracy of +/- 6 seconds.
 GX0875
 GX0875.The orthometric height was determined by differential leveling
 GX0875.and adjusted by the National Geodetic Survey in June 1991..
 GX0875
 GX0875.The geoid height was determined by GEOID03.
 GX0875
 GX0875.The dynamic height is computed by dividing the NAVD 88
 GX0875.geopotential number by the normal gravity value computed on the
 GX0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0875.degrees latitude (g = 980.6199 gals.).
 GX0875
 GX0875.The modeled gravity was interpolated from observed gravity values.
 GX0875
 GX0875;                    North         East    Units  Estimated Accuracy
 GX0875;SPC WV S     -    81,260.      630,070.      MT  (+/- 180 meters Scaled)
 GX0875
 GX0875                          SUPERSEDED SURVEY CONTROL
 GX0875
 GX0875  NGVD 29 (??/??/92)  474.538  (m)         1556.88   (f) ADJ UNCH    1 2
 GX0875
 GX0875.Superseded values are not recommended for survey control.
 GX0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0875.See file dsdata.txt to determine how the superseded data were derived.
 GX0875
 GX0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB300760(NAD 83)
 GX0875_MARKER: DB = BENCH MARK DISK
 GX0875_SETTING: 66 = SET IN ROCK OUTCROP
 GX0875_SP_SET: ROCK CUT
 GX0875_STAMPING: B 212 1961
 GX0875_MARK LOGO: CGS   
 GX0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0875+STABILITY: POSITION/ELEVATION WELL
 GX0875
 GX0875  HISTORY     - Date     Condition        Report By
 GX0875  HISTORY     - 1961     MONUMENTED       CGS
 GX0875  HISTORY     - 1983     GOOD             NGS
 GX0875
 GX0875                          STATION DESCRIPTION
 GX0875
 GX0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0875'1.1 MI W FROM ALDERSON.
 GX0875'1.1 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH END
 GX0875'OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, ABOUT 0.25 MILE EAST
 GX0875'OF THE GREENBRIER-SUMMERS COUNTY LINE, ABOUT 0.2 MILE WEST OF
 GX0875'A 150-FEET LONG BRIDGE OVER MUDDY CREEK, SET VERTICALLY IN THE
 GX0875'SOUTH FACE OF A LARGE ROCK CUT, 17 FEET NORTH OF THE CENTER LINE
 GX0875'OF THE HIGHWAYS, 85 FEET EAST OF THE WEST END OF THE ROCK CUT,
 GX0875'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 3 FEET ABOVE THE
 GX0875'LEVEL OF THE HIGHWAY.
 GX0875
 GX0875                          STATION RECOVERY (1983)
 GX0875
 GX0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0894 ***********************************************************************
 GX0894  DESIGNATION -  B 213
 GX0894  PID         -  GX0894
 GX0894  STATE/COUNTY-  WV/SUMMERS
 GX0894  USGS QUAD   -  DAWSON (1971)
 GX0894
 GX0894                         *CURRENT SURVEY CONTROL
 GX0894  ___________________________________________________________________
 GX0894* NAD 83(1986)-  37 45 40.     (N)    080 43 53.     (W)     SCALED    
 GX0894* NAVD 88     -      1008.689  (meters)    3309.34   (feet)  ADJUSTED  
 GX0894  ___________________________________________________________________
 GX0894  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GX0894  DYNAMIC HT  -        1007.850 (meters)    3306.59  (feet)  COMP
 GX0894  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 GX0894
 GX0894  VERT ORDER  -  SECOND    CLASS 0
 GX0894
 GX0894.The horizontal coordinates were scaled from a topographic map and have
 GX0894.an estimated accuracy of +/- 6 seconds.
 GX0894
 GX0894.The orthometric height was determined by differential leveling
 GX0894.and adjusted by the National Geodetic Survey in June 1991..
 GX0894
 GX0894.The geoid height was determined by GEOID03.
 GX0894
 GX0894.The dynamic height is computed by dividing the NAVD 88
 GX0894.geopotential number by the normal gravity value computed on the
 GX0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0894.degrees latitude (g = 980.6199 gals.).
 GX0894
 GX0894.The modeled gravity was interpolated from observed gravity values.
 GX0894
 GX0894;                    North         East    Units  Estimated Accuracy
 GX0894;SPC WV S     -    84,510.      623,670.      MT  (+/- 180 meters Scaled)
 GX0894
 GX0894                          SUPERSEDED SURVEY CONTROL
 GX0894
 GX0894  NGVD 29 (??/??/92) 1008.862  (m)         3309.91   (f) ADJ UNCH    2 0
 GX0894
 GX0894.Superseded values are not recommended for survey control.
 GX0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0894.See file dsdata.txt to determine how the superseded data were derived.
 GX0894
 GX0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB236793(NAD 83)
 GX0894_MARKER: DB = BENCH MARK DISK
 GX0894_SETTING: 80 = SET IN A BOULDER
 GX0894_SP_SET: BOULDER
 GX0894_STAMPING: B 213 1961
 GX0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0894+STABILITY: SURFACE MOTION
 GX0894
 GX0894  HISTORY     - Date     Condition        Report By
 GX0894  HISTORY     - 1961     MONUMENTED       CGS
 GX0894
 GX0894                          STATION DESCRIPTION
 GX0894
 GX0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0894'11.8 MI NW FROM ALDERSON.
 GX0894'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY 3 AND 12 FROM THE NORTH
 GX0894'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 5.75 MILES
 GX0894'WEST ALONG A BLACK TOP ROAD, THENCE 3.8 MILES NORTHEAST ALONG
 GX0894'A GRADED ROAD LEADING TO KEENEY MOUNTAIN FIRE TOWER, ABOUT 0.15
 GX0894'MILE SOUTH OF A Y FORK, SET ON THE TOP OF A SLOPING BOULDER
 GX0894'WHICH IS 12 FEET LONG AND 7 FEET WIDE AT GROUND LEVEL, 11 FEET
 GX0894'NORTHWEST OF THE CENTER LINE OF THE ROAD, 5 FEET WEST OF THE
 GX0894'EAST END OF THE ROCK AND 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0999 ***********************************************************************
 GX0999  CBN         -  This is a Cooperative Base Network Control Station.
 GX0999  DESIGNATION -  B 214
 GX0999  PID         -  GX0999
 GX0999  STATE/COUNTY-  WV/GREENBRIER
 GX0999  USGS QUAD   -  DAWSON (1971)
 GX0999
 GX0999                         *CURRENT SURVEY CONTROL
 GX0999  ___________________________________________________________________
 GX0999* NAD 83(1995)-  37 49 20.80888(N)    080 43 48.72682(W)     ADJUSTED  
 GX0999* NAVD 88     -       745.773  (meters)    2446.76   (feet)  ADJUSTED  
 GX0999  ___________________________________________________________________
 GX0999  X           -     812,683.355 (meters)                     COMP
 GX0999  Y           -  -4,979,217.671 (meters)                     COMP
 GX0999  Z           -   3,890,333.713 (meters)                     COMP
 GX0999  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 GX0999  ELLIP HEIGHT-         714.62  (meters)          (04/23/01) GPS OBS
 GX0999  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX0999  DYNAMIC HT  -         745.144 (meters)    2444.69  (feet)  COMP
 GX0999  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 GX0999
 GX0999  HORZ ORDER  -  A
 GX0999  VERT ORDER  -  SECOND    CLASS 0
 GX0999  ELLP ORDER  -  FOURTH    CLASS I
 GX0999
 GX0999.The horizontal coordinates were established by GPS observations
 GX0999.and adjusted by the National Geodetic Survey in April 2001..
 GX0999
 GX0999.The orthometric height was determined by differential leveling
 GX0999.and adjusted by the National Geodetic Survey in June 1991..
 GX0999
 GX0999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX0999
 GX0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0999
 GX0999.The ellipsoidal height was determined by GPS observations
 GX0999.and is referenced to NAD 83.
 GX0999
 GX0999.The geoid height was determined by GEOID03.
 GX0999
 GX0999.The dynamic height is computed by dividing the NAVD 88
 GX0999.geopotential number by the normal gravity value computed on the
 GX0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0999.degrees latitude (g = 980.6199 gals.).
 GX0999
 GX0999.The modeled gravity was interpolated from observed gravity values.
 GX0999
 GX0999;                    North         East     Units Scale Factor Converg.
 GX0999;SPC WV S     -    91,316.384   623,752.724   MT  0.99994552   +0 10 00.4
 GX0999;UTM  17      - 4,186,149.716   523,744.572   MT  0.99960694   +0 09 55.6
 GX0999
 GX0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0999!SPC WV S     -   0.99988788  x   0.99994552  =   0.99983340
 GX0999!UTM  17      -   0.99988788  x   0.99960694  =   0.99949486
 GX0999
 GX0999                          SUPERSEDED SURVEY CONTROL
 GX0999
 GX0999  NAVD 88 (04/23/01)  745.77   (m)         2446.7    (f) LEVELING    3  
 GX0999  NGVD 29 (??/??/92)  745.925  (m)         2447.26   (f) ADJ UNCH    2 0
 GX0999
 GX0999.Superseded values are not recommended for survey control.
 GX0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0999.See file dsdata.txt to determine how the superseded data were derived.
 GX0999
 GX0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB2374586150(NAD 83)
 GX0999_MARKER: DB = BENCH MARK DISK
 GX0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0999_STAMPING: B 214 1961
 GX0999_MARK LOGO: CGS   
 GX0999_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0999+STABILITY: SURFACE MOTION
 GX0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX0999+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2000
 GX0999
 GX0999  HISTORY     - Date     Condition        Report By
 GX0999  HISTORY     - 1961     MONUMENTED       CGS
 GX0999  HISTORY     - 1961     GOOD             LOCENG
 GX0999  HISTORY     - 20000323 GOOD             WVALS
 GX0999
 GX0999                          STATION DESCRIPTION
 GX0999
 GX0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0999'0.9 MI SW FROM GRASSY MEADOWS.
 GX0999'ABOUT 0.5 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX0999'AT GRASSY MEADOWS, THENCE 0.4 MILE SOUTH ALONG A GRADED ROAD,
 GX0999'ABOUT 0.5 MILE NORTH OF THE JUNCTION OF A MOUNTAIN ROAD LEADING
 GX0999'WEST, ABOUT 45 YARDS SOUTH OF THE JUNCTION OF A NARROW ROAD
 GX0999'LEADING EAST TO A LARGE OPEN FIELD, 19 1/2 FEET EAST OF THE CENTER
 GX0999'LINE OF THE ROAD, 21 FEET SOUTH OF THE CENTER LINE OF A DRIVE, 1 1/2
 GX0999'FEET WEST OF A FENCE LINE, 2 FEET NORTH OF A METAL WITNESS POST,
 GX0999'1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 GX0999'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 GX0999
 GX0999                          STATION RECOVERY (1961)
 GX0999
 GX0999'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 GX0999'RECOVERED IN GOOD CONDITION.
 GX0999
 GX0999                          STATION RECOVERY (2000)
 GX0999
 GX0999'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (TLS)
 GX0999'THE STATION IS LOCATED ABOUT 11.8 KM (7.35 MI) NORTHWEST OF
 GX0999'ALDERSON, 7.7 KM (4.8 MI) NORTHEAST OF GREEN SULFUR SPRINGS AND 966
 GX0999'M (3170 FT) SOUTHWEST OF GRASSY MEADOWS, IN GREENBRIER COUNTY
 GX0999'NEAR THE SUMMERS COUNTY LINE.
 GX0999' 
 GX0999'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 64
 GX0999'AND COUNTY ROUTE 29 (EXIT 150), GO SOUTHEAST ON ROUTE 29 (SPRING
 GX0999'DALE ROAD) FOR 0.65 KM (0.4 MI) TO THE JUNCTION OF COUTY ROUTE 27
 GX0999'(GRASSY MEADOWS ROAD).  TURN RIGHT AND GO SOUTH ON ROUTE 27 FOR
 GX0999'5.15 KM (3.2 MI) TO GRASSY MEADOWS.  TURN RIGHT AND CONTINUE WEST
 GX0999'ON ROUTE 27 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF COUNTY ROUTE 27/2
 GX0999'(PATTERSON CREEK ROAD) ON THE LEFT AT A CURVE RIGHT.  BEAR LEFT
 GX0999'AND GO SOUTH ON ROUTE 27/2 FOR 0.55 KM (0.35 MI) TO THE STATION ON
 GX0999'THE LEFT.
 GX0999' 
 GX0999'THE STATION IS 645 M (2115 FT) SOUTH OF THE JUNCTION OF ROUTE 27 AND
 GX0999'27/2, 6.1 M (20 FT) SOUTH OF A DRIVEWAY, 5.5 M (18 FT) EAST OF THE
 GX0999'CENTER
 GX0999'LINE OF ROUTE 27/2, 0.3 M (1 FT) ABOVE THE LEVEL OF THE ROAD AND FLUSH
 GX0999'WITH THE GROUND.
 GX0999' 
 GX0999'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0951 ***********************************************************************
 GX0951  DESIGNATION -  B 215
 GX0951  PID         -  GX0951
 GX0951  STATE/COUNTY-  WV/GREENBRIER
 GX0951  USGS QUAD   -  RUPERT (1981)
 GX0951
 GX0951                         *CURRENT SURVEY CONTROL
 GX0951  ___________________________________________________________________
 GX0951* NAD 83(1986)-  37 59 52.     (N)    080 40 00.     (W)     SCALED    
 GX0951* NAVD 88     -       755.446  (meters)    2478.49   (feet)  ADJUSTED  
 GX0951  ___________________________________________________________________
 GX0951  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX0951  DYNAMIC HT  -         754.809 (meters)    2476.40  (feet)  COMP
 GX0951  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 GX0951
 GX0951  VERT ORDER  -  SECOND    CLASS 0
 GX0951
 GX0951.The horizontal coordinates were scaled from a topographic map and have
 GX0951.an estimated accuracy of +/- 6 seconds.
 GX0951
 GX0951.The orthometric height was determined by differential leveling
 GX0951.and adjusted by the National Geodetic Survey in June 1991..
 GX0951
 GX0951.The geoid height was determined by GEOID03.
 GX0951
 GX0951.The dynamic height is computed by dividing the NAVD 88
 GX0951.geopotential number by the normal gravity value computed on the
 GX0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0951.degrees latitude (g = 980.6199 gals.).
 GX0951
 GX0951.The modeled gravity was interpolated from observed gravity values.
 GX0951
 GX0951;                    North         East    Units  Estimated Accuracy
 GX0951;SPC WV S     -   110,790.      629,280.      MT  (+/- 180 meters Scaled)
 GX0951
 GX0951                          SUPERSEDED SURVEY CONTROL
 GX0951
 GX0951  NGVD 29 (??/??/92)  755.577  (m)         2478.92   (f) ADJ UNCH    2 0
 GX0951
 GX0951.Superseded values are not recommended for survey control.
 GX0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0951.See file dsdata.txt to determine how the superseded data were derived.
 GX0951
 GX0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC292056(NAD 83)
 GX0951_MARKER: DB = BENCH MARK DISK
 GX0951_SETTING: 66 = SET IN ROCK OUTCROP
 GX0951_SP_SET: ROCK
 GX0951_STAMPING: B 215 1961
 GX0951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0951+STABILITY: POSITION/ELEVATION WELL
 GX0951
 GX0951  HISTORY     - Date     Condition        Report By
 GX0951  HISTORY     - 1961     MONUMENTED       CGS
 GX0951
 GX0951                          STATION DESCRIPTION
 GX0951
 GX0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0951'2.6 MI N FROM RUPERT.
 GX0951'ABOUT 2.65 MILES NORTH ALONG A BLACK TOP ROAD FROM THE HIGH
 GX0951'SCHOOL BUILDING AT RUPERT, 0.75 MILE NORTH OF THE T JUNCTION OF
 GX0951'A ROAD LEADING EAST AT THE SMALL TOWN OF KESSLER, ON THE SOUTH
 GX0951'SLOPE OF A SHORT HILL, AT THE OUTSIDE OF A CURVE, SET VERTICALLY
 GX0951'IN THE EAST FACE OF A ROCK THAT IS 10 FEET LONG AND 3 FEET HIGH,
 GX0951'AT THE BASE OF A 12 FOOT HIGH CUT, 19 FEET WEST OF THE CENTER
 GX0951'LINE OF THE ROAD, 1 FOOT ABOVE THE LEVEL OF THE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1011 ***********************************************************************
 GX1011  DESIGNATION -  B 216
 GX1011  PID         -  GX1011
 GX1011  STATE/COUNTY-  WV/GREENBRIER
 GX1011  USGS QUAD   -  ASBURY (1979)
 GX1011
 GX1011                         *CURRENT SURVEY CONTROL
 GX1011  ___________________________________________________________________
 GX1011* NAD 83(1986)-  37 49 25.     (N)    080 30 43.     (W)     SCALED    
 GX1011* NAVD 88     -       738.284  (meters)    2422.19   (feet)  ADJUSTED  
 GX1011  ___________________________________________________________________
 GX1011  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX1011  DYNAMIC HT  -         737.675 (meters)    2420.19  (feet)  COMP
 GX1011  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 GX1011
 GX1011  VERT ORDER  -  SECOND    CLASS 0
 GX1011
 GX1011.The horizontal coordinates were scaled from a topographic map and have
 GX1011.an estimated accuracy of +/- 6 seconds.
 GX1011
 GX1011.The orthometric height was determined by differential leveling
 GX1011.and adjusted by the National Geodetic Survey in June 1991..
 GX1011
 GX1011.The geoid height was determined by GEOID03.
 GX1011
 GX1011.The dynamic height is computed by dividing the NAVD 88
 GX1011.geopotential number by the normal gravity value computed on the
 GX1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1011.degrees latitude (g = 980.6199 gals.).
 GX1011
 GX1011.The modeled gravity was interpolated from observed gravity values.
 GX1011
 GX1011;                    North         East    Units  Estimated Accuracy
 GX1011;SPC WV S     -    91,520.      642,970.      MT  (+/- 180 meters Scaled)
 GX1011
 GX1011                          SUPERSEDED SURVEY CONTROL
 GX1011
 GX1011  NGVD 29 (??/??/92)  738.441  (m)         2422.70   (f) ADJ UNCH    2 0
 GX1011
 GX1011.Superseded values are not recommended for survey control.
 GX1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1011.See file dsdata.txt to determine how the superseded data were derived.
 GX1011
 GX1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB429863(NAD 83)
 GX1011_MARKER: DB = BENCH MARK DISK
 GX1011_SETTING: 66 = SET IN ROCK OUTCROP
 GX1011_SP_SET: ROCK CLIFF
 GX1011_STAMPING: B 216 1961
 GX1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1011+STABILITY: POSITION/ELEVATION WELL
 GX1011
 GX1011  HISTORY     - Date     Condition        Report By
 GX1011  HISTORY     - 1961     MONUMENTED       CGS
 GX1011
 GX1011                          STATION DESCRIPTION
 GX1011
 GX1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1011'5 MI W FROM LEWISBURG.
 GX1011'ABOUT 1.65 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX1011'OFFICE AT LEWISBURG, THENCE 3.35 MILES WEST ALONG COUNTY ROUTE
 GX1011'NO. 33, 0.4 MILE SOUTHEAST OF A ROAD JUNCTION NEAR THE WOOD
 GX1011'MEMORIAL CHAPEL, ON THE SOUTHEAST SLOPE OF A MOUNTAIN, SET
 GX1011'VERTICALLY IN THE EAST FACE OF A LARGE ROCK CLIFF, 15 FEET WEST
 GX1011'OF THE CENTER LINE OF THE ROAD, 50 YARDS NORTH OF THE SOUTH END
 GX1011'OF THE CLIFF, 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1027 ***********************************************************************
 GX1027  DESIGNATION -  B 217
 GX1027  PID         -  GX1027
 GX1027  STATE/COUNTY-  WV/GREENBRIER
 GX1027  USGS QUAD   -  DAWSON (1971)
 GX1027
 GX1027                         *CURRENT SURVEY CONTROL
 GX1027  ___________________________________________________________________
 GX1027* NAD 83(1986)-  37 49 56.     (N)    080 38 32.     (W)     SCALED    
 GX1027* NAVD 88     -       510.571  (meters)    1675.10   (feet)  ADJUSTED  
 GX1027  ___________________________________________________________________
 GX1027  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX1027  DYNAMIC HT  -         510.157 (meters)    1673.74  (feet)  COMP
 GX1027  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 GX1027
 GX1027  VERT ORDER  -  SECOND    CLASS 0
 GX1027
 GX1027.The horizontal coordinates were scaled from a topographic map and have
 GX1027.an estimated accuracy of +/- 6 seconds.
 GX1027
 GX1027.The orthometric height was determined by differential leveling
 GX1027.and adjusted by the National Geodetic Survey in June 1991..
 GX1027
 GX1027.The geoid height was determined by GEOID03.
 GX1027
 GX1027.The dynamic height is computed by dividing the NAVD 88
 GX1027.geopotential number by the normal gravity value computed on the
 GX1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1027.degrees latitude (g = 980.6199 gals.).
 GX1027
 GX1027.The modeled gravity was interpolated from observed gravity values.
 GX1027
 GX1027;                    North         East    Units  Estimated Accuracy
 GX1027;SPC WV S     -    92,430.      631,490.      MT  (+/- 180 meters Scaled)
 GX1027
 GX1027                          SUPERSEDED SURVEY CONTROL
 GX1027
 GX1027  NGVD 29 (??/??/92)  510.732  (m)         1675.63   (f) ADJ UNCH    2 0
 GX1027
 GX1027.Superseded values are not recommended for survey control.
 GX1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1027.See file dsdata.txt to determine how the superseded data were derived.
 GX1027
 GX1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB314872(NAD 83)
 GX1027_MARKER: DB = BENCH MARK DISK
 GX1027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1027_SP_SET: BRIDGE
 GX1027_STAMPING: B 217 1961
 GX1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1027
 GX1027  HISTORY     - Date     Condition        Report By
 GX1027  HISTORY     - 1961     MONUMENTED       CGS
 GX1027
 GX1027                          STATION DESCRIPTION
 GX1027
 GX1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1027'0.8 MI NW FROM BLUE SULPHUR SPRINGS.
 GX1027'ABOUT 0.75 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE G.O.E.
 GX1027'MEMORIAL CHURCH AT BLUE SULPHUR SPRINGS, ABOUT 0.15 MILE SOUTHEAST
 GX1027'OF THE JUNCTION OF A GRADED ROAD LEADING WEST, SET ON THE TOP OF
 GX1027'THE WINGWALL AND AT THE SOUTHEAST CORNER OF A 35 FOOT BRIDGE
 GX1027'OVER A SMALL STREAM, 11 FEET NORTHEAST OF THE CENTER LINE OF THE
 GX1027'ROAD, 1 FOOT EAST OF THE WEST END OF THE WINGWALL AND LEVEL WITH
 GX1027'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1839 ***********************************************************************
 HX1839  DESIGNATION -  B 218
 HX1839  PID         -  HX1839
 HX1839  STATE/COUNTY-  WV/NICHOLAS
 HX1839  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1839
 HX1839                         *CURRENT SURVEY CONTROL
 HX1839  ___________________________________________________________________
 HX1839* NAD 83(1986)-  38 13 49.     (N)    081 09 54.     (W)     SCALED    
 HX1839* NAVD 88     -       216.611  (meters)     710.66   (feet)  ADJUSTED  
 HX1839  ___________________________________________________________________
 HX1839  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HX1839  DYNAMIC HT  -         216.457 (meters)     710.16  (feet)  COMP
 HX1839  MODELED GRAV-     979,911.6   (mgal)                       NAVD 88
 HX1839
 HX1839  VERT ORDER  -  SECOND    CLASS 0
 HX1839
 HX1839.The horizontal coordinates were scaled from a topographic map and have
 HX1839.an estimated accuracy of +/- 6 seconds.
 HX1839
 HX1839.The orthometric height was determined by differential leveling
 HX1839.and adjusted by the National Geodetic Survey in June 1991..
 HX1839
 HX1839.The geoid height was determined by GEOID03.
 HX1839
 HX1839.The dynamic height is computed by dividing the NAVD 88
 HX1839.geopotential number by the normal gravity value computed on the
 HX1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1839.degrees latitude (g = 980.6199 gals.).
 HX1839
 HX1839.The modeled gravity was interpolated from observed gravity values.
 HX1839
 HX1839;                    North         East    Units  Estimated Accuracy
 HX1839;SPC WV S     -   136,560.      585,550.      MT  (+/- 180 meters Scaled)
 HX1839
 HX1839                          SUPERSEDED SURVEY CONTROL
 HX1839
 HX1839  NGVD 29 (??/??/92)  216.798  (m)          711.28   (f) ADJ UNCH    2 0
 HX1839
 HX1839.Superseded values are not recommended for survey control.
 HX1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1839.See file dsdata.txt to determine how the superseded data were derived.
 HX1839
 HX1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC855313(NAD 83)
 HX1839_MARKER: DB = BENCH MARK DISK
 HX1839_SETTING: 80 = SET IN A BOULDER
 HX1839_SP_SET: BOULDER
 HX1839_STAMPING: B 218 1961
 HX1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1839+STABILITY: SURFACE MOTION
 HX1839
 HX1839  HISTORY     - Date     Condition        Report By
 HX1839  HISTORY     - 1961     MONUMENTED       CGS
 HX1839
 HX1839                          STATION DESCRIPTION
 HX1839
 HX1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1839'0.7 MI NW FROM BEECH GLEN.
 HX1839'ABOUT 0.7 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX1839'THE NORTHEAST END OF THE CHESAPEAKE AND OHIO RAILWAY AT BEECH
 HX1839'GLEN, ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY 39 FROM THE
 HX1839'JUNCTION OF STATE HIGHWAY 16 AT BELVA, SET VERTICALLY IN THE
 HX1839'SOUTHWEST FACE OF A 15-BY-4-FOOT ROCK AT A POINT WHERE THE NYC
 HX1839'RR VEER AWAY FROM THE STATE HIGHWAY 39 IN A SOUTHEASTERLY
 HX1839'DIRECTION, 21 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 HX1839'39, 93 FEET SOUTHEAST OF POWER LINE POLE NO. 297B33 AND 4 FEET
 HX1839'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2001 ***********************************************************************
 HX2001  DESIGNATION -  B 219
 HX2001  PID         -  HX2001
 HX2001  STATE/COUNTY-  WV/FAYETTE
 HX2001  USGS QUAD   -  ANSTED (1976)
 HX2001
 HX2001                         *CURRENT SURVEY CONTROL
 HX2001  ___________________________________________________________________
 HX2001* NAD 83(1986)-  38 07 40.     (N)    081 03 12.     (W)     SCALED    
 HX2001* NAVD 88     -       482.767  (meters)    1583.88   (feet)  ADJUSTED  
 HX2001  ___________________________________________________________________
 HX2001  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX2001  DYNAMIC HT  -         482.403 (meters)    1582.68  (feet)  COMP
 HX2001  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 HX2001
 HX2001  VERT ORDER  -  SECOND    CLASS 0
 HX2001
 HX2001.The horizontal coordinates were scaled from a topographic map and have
 HX2001.an estimated accuracy of +/- 6 seconds.
 HX2001
 HX2001.The orthometric height was determined by differential leveling
 HX2001.and adjusted by the National Geodetic Survey in June 1991..
 HX2001
 HX2001.The geoid height was determined by GEOID03.
 HX2001
 HX2001.The dynamic height is computed by dividing the NAVD 88
 HX2001.geopotential number by the normal gravity value computed on the
 HX2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2001.degrees latitude (g = 980.6199 gals.).
 HX2001
 HX2001.The modeled gravity was interpolated from observed gravity values.
 HX2001
 HX2001;                    North         East    Units  Estimated Accuracy
 HX2001;SPC WV S     -   125,170.      595,320.      MT  (+/- 180 meters Scaled)
 HX2001
 HX2001                          SUPERSEDED SURVEY CONTROL
 HX2001
 HX2001  NGVD 29 (??/??/92)  482.942  (m)         1584.45   (f) ADJ UNCH    2 0
 HX2001
 HX2001.Superseded values are not recommended for survey control.
 HX2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2001.See file dsdata.txt to determine how the superseded data were derived.
 HX2001
 HX2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC953199(NAD 83)
 HX2001_MARKER: DB = BENCH MARK DISK
 HX2001_SETTING: 66 = SET IN ROCK OUTCROP
 HX2001_SP_SET: ROCK OUTCROP
 HX2001_STAMPING: B 219 1961
 HX2001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2001+STABILITY: POSITION/ELEVATION WELL
 HX2001
 HX2001  HISTORY     - Date     Condition        Report By
 HX2001  HISTORY     - 1961     MONUMENTED       CGS
 HX2001
 HX2001                          STATION DESCRIPTION
 HX2001
 HX2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2001'2.8 MI SE FROM ANSTED.
 HX2001'ABOUT 2.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX2001'HIGH SCHOOL AT ANSTED, ABOUT 80 YARDS WEST OF THE JUNCTION OF
 HX2001'A GRADED ROAD LEADING SOUTHEAST, 112 YARDS SOUTHEAST OF THE
 HX2001'JUNCTION OF A DRIVE LEADING NORTH TO THE MASSEY AIRPORT, SET
 HX2001'IN THE TOP OF A LARGE OUTCROP WHICH IS ON THE PROPERTY OF MRS.
 HX2001'R.E. SYDNORS, 238 1/2 FEET EAST OF BENCH MARK D 219 DESCRIBED,
 HX2001'34 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16 FEET SOUTHWEST
 HX2001'OF POWER LINE POLE NO. 419D25 WITH A TRANSFORMER, 18 FEET
 HX2001'SOUTHEAST OF THE NORTHEAST CORNER OF SYDNORS RESTAURANT AND
 HX2001'BEER JOINT, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0502 ***********************************************************************
 JX0502  DESIGNATION -  B 22
 JX0502  PID         -  JX0502
 JX0502  STATE/COUNTY-  WV/MARSHALL
 JX0502  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0502
 JX0502                         *CURRENT SURVEY CONTROL
 JX0502  ___________________________________________________________________
 JX0502* NAD 83(1986)-  39 53 24.     (N)    080 43 38.     (W)     SCALED    
 JX0502* NAVD 88     -       203.626  (meters)     668.06   (feet)  ADJUSTED  
 JX0502  ___________________________________________________________________
 JX0502  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX0502  DYNAMIC HT  -         203.512 (meters)     667.69  (feet)  COMP
 JX0502  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 JX0502
 JX0502  VERT ORDER  -  FIRST     CLASS II
 JX0502
 JX0502.The horizontal coordinates were scaled from a topographic map and have
 JX0502.an estimated accuracy of +/- 6 seconds.
 JX0502
 JX0502.The orthometric height was determined by differential leveling
 JX0502.and adjusted by the National Geodetic Survey in June 1991..
 JX0502
 JX0502.The geoid height was determined by GEOID03.
 JX0502
 JX0502.The dynamic height is computed by dividing the NAVD 88
 JX0502.geopotential number by the normal gravity value computed on the
 JX0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0502.degrees latitude (g = 980.6199 gals.).
 JX0502
 JX0502.The modeled gravity was interpolated from observed gravity values.
 JX0502
 JX0502;                    North         East    Units  Estimated Accuracy
 JX0502;SPC WV N     -   155,030.      495,040.      MT  (+/- 180 meters Scaled)
 JX0502
 JX0502                          SUPERSEDED SURVEY CONTROL
 JX0502
 JX0502  NGVD 29 (??/??/92)  203.778  (m)          668.56   (f) ADJ UNCH    1 2
 JX0502
 JX0502.Superseded values are not recommended for survey control.
 JX0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0502.See file dsdata.txt to determine how the superseded data were derived.
 JX0502
 JX0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE233155(NAD 83)
 JX0502_MARKER: DB = BENCH MARK DISK
 JX0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0502_STAMPING: B 22 1935
 JX0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0502+STABILITY: SURFACE MOTION
 JX0502
 JX0502  HISTORY     - Date     Condition        Report By
 JX0502  HISTORY     - 1935     MONUMENTED       CGS
 JX0502  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0502
 JX0502                          STATION DESCRIPTION
 JX0502
 JX0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0502'2.3 MI S FROM MOUNDSVILLE.
 JX0502'2.3 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0502'STATION AT MOUNDSVILLE, MARSHALL COUNTY, 175 FEET SOUTHWEST OF A
 JX0502'PRIVATE-ROAD CROSSING, 10 FEET SOUTHEAST OF A PRIVATE ROAD, 16
 JX0502'FEET NORTHWEST OF THE NORTHWEST RAIL, AND 53 FEET NORTHEAST OF
 JX0502'POLE 366+13.  A STANDARD DISK, STAMPED B 22 1935 AND SET
 JX0502'IN THE TOP OF A CONCRETE POST.
 JX0502
 JX0502                          STATION RECOVERY (1983)
 JX0502
 JX0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0502'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK BEING
 JX0502'FOUND, THE RAILWAY STATION HAS BEEN RAZED AND THE TRACKS IN THE AREA
 JX0502'OF THE MARK HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1959 ***********************************************************************
 HX1959  DESIGNATION -  B 220
 HX1959  PID         -  HX1959
 HX1959  STATE/COUNTY-  WV/NICHOLAS
 HX1959  USGS QUAD   -  ANSTED (1976)
 HX1959
 HX1959                         *CURRENT SURVEY CONTROL
 HX1959  ___________________________________________________________________
 HX1959* NAD 83(1986)-  38 12 56.     (N)    081 01 00.     (W)     SCALED    
 HX1959* NAVD 88     -       406.523  (meters)    1333.73   (feet)  ADJUSTED  
 HX1959  ___________________________________________________________________
 HX1959  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HX1959  DYNAMIC HT  -         406.223 (meters)    1332.75  (feet)  COMP
 HX1959  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 HX1959
 HX1959  VERT ORDER  -  SECOND    CLASS 0
 HX1959
 HX1959.The horizontal coordinates were scaled from a topographic map and have
 HX1959.an estimated accuracy of +/- 6 seconds.
 HX1959
 HX1959.The orthometric height was determined by differential leveling
 HX1959.and adjusted by the National Geodetic Survey in June 1991..
 HX1959
 HX1959.The geoid height was determined by GEOID03.
 HX1959
 HX1959.The dynamic height is computed by dividing the NAVD 88
 HX1959.geopotential number by the normal gravity value computed on the
 HX1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1959.degrees latitude (g = 980.6199 gals.).
 HX1959
 HX1959.The modeled gravity was interpolated from observed gravity values.
 HX1959
 HX1959;                    North         East    Units  Estimated Accuracy
 HX1959;SPC WV S     -   134,910.      598,540.      MT  (+/- 180 meters Scaled)
 HX1959
 HX1959                          SUPERSEDED SURVEY CONTROL
 HX1959
 HX1959  NGVD 29 (??/??/92)  406.702  (m)         1334.32   (f) ADJ UNCH    2 0
 HX1959
 HX1959.Superseded values are not recommended for survey control.
 HX1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1959.See file dsdata.txt to determine how the superseded data were derived.
 HX1959
 HX1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC985297(NAD 83)
 HX1959_MARKER: DB = BENCH MARK DISK
 HX1959_SETTING: 66 = SET IN ROCK OUTCROP
 HX1959_SP_SET: ROCK LEDGE
 HX1959_STAMPING: B 220 1961
 HX1959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1959+STABILITY: POSITION/ELEVATION WELL
 HX1959
 HX1959  HISTORY     - Date     Condition        Report By
 HX1959  HISTORY     - 1961     MONUMENTED       CGS
 HX1959
 HX1959                          STATION DESCRIPTION
 HX1959
 HX1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1959'6.2 MI S FROM DRENNEN.
 HX1959'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HX1959'OF STATE HIGHWAY 39 AT DRENNEN, THENCE 4.85 SOUTH ALONG A GRADED
 HX1959'ROAD, ABOUT 0.25 MILE SOUTHWEST OF THE JUNCTION OF A WOODS ROAD
 HX1959'LEADING SOUTH, SET ON THE TOP OF A ROCK LEDGE THAT IS 10 FEET
 HX1959'LONG AND EXTENDS TO THE EDGE OF THE ROAD, NEAR THE JUNCTION OF THE
 HX1959'OLD ABANDONED WOODS FERRY ROAD, AT A SHARP CURVE, 10 FEET SOUTHEAST
 HX1959'OF THE CENTER LINE OF THE ROAD, 8 FEET EAST OF THE CENTER LINE OF
 HX1959'THE OLD WOODS FERRY ROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 HX1959'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1158 ***********************************************************************
 HX1158  DESIGNATION -  B 221
 HX1158  PID         -  HX1158
 HX1158  STATE/COUNTY-  WV/NICHOLAS
 HX1158  USGS QUAD   -  MOUNT NEBO (1976)
 HX1158
 HX1158                         *CURRENT SURVEY CONTROL
 HX1158  ___________________________________________________________________
 HX1158* NAD 83(1986)-  38 14 17.     (N)    080 51 25.     (W)     SCALED    
 HX1158* NAVD 88     -       483.632  (meters)    1586.72   (feet)  ADJUSTED  
 HX1158  ___________________________________________________________________
 HX1158  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HX1158  DYNAMIC HT  -         483.259 (meters)    1585.49  (feet)  COMP
 HX1158  MODELED GRAV-     979,843.0   (mgal)                       NAVD 88
 HX1158
 HX1158  VERT ORDER  -  SECOND    CLASS 0
 HX1158
 HX1158.The horizontal coordinates were scaled from a topographic map and have
 HX1158.an estimated accuracy of +/- 6 seconds.
 HX1158
 HX1158.The orthometric height was determined by differential leveling
 HX1158.and adjusted by the National Geodetic Survey in June 1991..
 HX1158
 HX1158.The geoid height was determined by GEOID03.
 HX1158
 HX1158.The dynamic height is computed by dividing the NAVD 88
 HX1158.geopotential number by the normal gravity value computed on the
 HX1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1158.degrees latitude (g = 980.6199 gals.).
 HX1158
 HX1158.The modeled gravity was interpolated from observed gravity values.
 HX1158
 HX1158;                    North         East    Units  Estimated Accuracy
 HX1158;SPC WV S     -   137,420.      612,520.      MT  (+/- 180 meters Scaled)
 HX1158
 HX1158                          SUPERSEDED SURVEY CONTROL
 HX1158
 HX1158  NGVD 29 (??/??/92)  483.789  (m)         1587.23   (f) ADJ UNCH    2 0
 HX1158
 HX1158.Superseded values are not recommended for survey control.
 HX1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1158.See file dsdata.txt to determine how the superseded data were derived.
 HX1158
 HX1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC125322(NAD 83)
 HX1158_MARKER: DB = BENCH MARK DISK
 HX1158_SETTING: 66 = SET IN ROCK OUTCROP
 HX1158_SP_SET: ROCK CUT
 HX1158_STAMPING: B 221 1961
 HX1158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1158+STABILITY: POSITION/ELEVATION WELL
 HX1158
 HX1158  HISTORY     - Date     Condition        Report By
 HX1158  HISTORY     - 1961     MONUMENTED       CGS
 HX1158
 HX1158                          STATION DESCRIPTION
 HX1158
 HX1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1158'4 MI S FROM SUMMERSVILLE.
 HX1158'ABOUT 4.05 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1158'AT SUMMERSVILLE, 0.2 MILE SOUTH OF THE SOUTHEAST END OF THE LARGE
 HX1158'BRIDGE OVER GAULEY RIVER, SET VERTICALLY IN THE WEST FACE OF A
 HX1158'LARGE ROCK CUT 30 FEET LONG AND 30 FEET HIGH, AT THE INSIDE OF
 HX1158'A CURVE, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 270 FEET
 HX1158'SOUTH OF THE SOUTHWEST CORNER OF THE CLIFFSIDE DRIVE INN, 24 FEET
 HX1158'NORTH OF THE SOUTH END OF THE ROCK AND 2 FEET ABOVE THE LEVEL
 HX1158'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1180 ***********************************************************************
 HX1180  DESIGNATION -  B 222
 HX1180  PID         -  HX1180
 HX1180  STATE/COUNTY-  WV/FAYETTE
 HX1180  USGS QUAD   -  WINONA (1976)
 HX1180
 HX1180                         *CURRENT SURVEY CONTROL
 HX1180  ___________________________________________________________________
 HX1180* NAD 83(1986)-  38 04 25.     (N)    080 53 55.     (W)     SCALED    
 HX1180* NAVD 88     -       588.026  (meters)    1929.22   (feet)  ADJUSTED  
 HX1180  ___________________________________________________________________
 HX1180  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HX1180  DYNAMIC HT  -         587.563 (meters)    1927.70  (feet)  COMP
 HX1180  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 HX1180
 HX1180  VERT ORDER  -  SECOND    CLASS 0
 HX1180
 HX1180.The horizontal coordinates were scaled from a topographic map and have
 HX1180.an estimated accuracy of +/- 6 seconds.
 HX1180
 HX1180.The orthometric height was determined by differential leveling
 HX1180.and adjusted by the National Geodetic Survey in June 1991..
 HX1180
 HX1180.The geoid height was determined by GEOID03.
 HX1180
 HX1180.The dynamic height is computed by dividing the NAVD 88
 HX1180.geopotential number by the normal gravity value computed on the
 HX1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1180.degrees latitude (g = 980.6199 gals.).
 HX1180
 HX1180.The modeled gravity was interpolated from observed gravity values.
 HX1180
 HX1180;                    North         East    Units  Estimated Accuracy
 HX1180;SPC WV S     -   119,160.      608,900.      MT  (+/- 180 meters Scaled)
 HX1180
 HX1180                          SUPERSEDED SURVEY CONTROL
 HX1180
 HX1180  NGVD 29 (??/??/92)  588.187  (m)         1929.74   (f) ADJ UNCH    2 0
 HX1180
 HX1180.Superseded values are not recommended for survey control.
 HX1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1180.See file dsdata.txt to determine how the superseded data were derived.
 HX1180
 HX1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC088139(NAD 83)
 HX1180_MARKER: DB = BENCH MARK DISK
 HX1180_SETTING: 66 = SET IN ROCK OUTCROP
 HX1180_SP_SET: ROCK CUT
 HX1180_STAMPING: B 222 1961
 HX1180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1180+STABILITY: POSITION/ELEVATION WELL
 HX1180
 HX1180  HISTORY     - Date     Condition        Report By
 HX1180  HISTORY     - 1961     MONUMENTED       CGS
 HX1180
 HX1180                          STATION DESCRIPTION
 HX1180
 HX1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1180'3.4 MI SW FROM NALLEN.
 HX1180'ABOUT 3.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE CENTER
 HX1180'OF THE BRIDGE OVER MEADOW RIVER AT NALLEN, 0.6 MILE WEST OF THE
 HX1180'JUNCTION OF A BLACK TOP ROAD AT RUSSELLVILLE, 0.15 MILE EAST
 HX1180'OF THE BRACKENS CREEK METHODIST CHURCH, NEAR THE JUNCTION OF A
 HX1180'GRADED ROAD LEADING NORTH, SET VERTICALLY IN THE SOUTH FACE OF
 HX1180'A ROCK CUT THAT IS 60 FEET LONG AND 8 FEET HIGH, 18 FEET NORTH
 HX1180'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT ABOVE THE LEVEL OF THE
 HX1180'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1430 ***********************************************************************
 HX1430  DESIGNATION -  B 223
 HX1430  PID         -  HX1430
 HX1430  STATE/COUNTY-  WV/FAYETTE
 HX1430  USGS QUAD   -  WINONA (1976)
 HX1430
 HX1430                         *CURRENT SURVEY CONTROL
 HX1430  ___________________________________________________________________
 HX1430* NAD 83(1986)-  38 04 21.     (N)    080 59 23.     (W)     SCALED    
 HX1430* NAVD 88     -       757.014  (meters)    2483.64   (feet)  ADJUSTED  
 HX1430  ___________________________________________________________________
 HX1430  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HX1430  DYNAMIC HT  -         756.409 (meters)    2481.65  (feet)  COMP
 HX1430  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 HX1430
 HX1430  VERT ORDER  -  SECOND    CLASS 0
 HX1430
 HX1430.The horizontal coordinates were scaled from a topographic map and have
 HX1430.an estimated accuracy of +/- 6 seconds.
 HX1430
 HX1430.The orthometric height was determined by differential leveling
 HX1430.and adjusted by the National Geodetic Survey in June 1991..
 HX1430
 HX1430.The geoid height was determined by GEOID03.
 HX1430
 HX1430.The dynamic height is computed by dividing the NAVD 88
 HX1430.geopotential number by the normal gravity value computed on the
 HX1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1430.degrees latitude (g = 980.6199 gals.).
 HX1430
 HX1430.The modeled gravity was interpolated from observed gravity values.
 HX1430
 HX1430;                    North         East    Units  Estimated Accuracy
 HX1430;SPC WV S     -   119,040.      600,900.      MT  (+/- 180 meters Scaled)
 HX1430
 HX1430                          SUPERSEDED SURVEY CONTROL
 HX1430
 HX1430  NGVD 29 (??/??/92)  757.175  (m)         2484.16   (f) ADJ UNCH    2 0
 HX1430
 HX1430.Superseded values are not recommended for survey control.
 HX1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1430.See file dsdata.txt to determine how the superseded data were derived.
 HX1430
 HX1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC009138(NAD 83)
 HX1430_MARKER: DB = BENCH MARK DISK
 HX1430_SETTING: 66 = SET IN ROCK OUTCROP
 HX1430_SP_SET: ROCK OUTCROP
 HX1430_STAMPING: B 223 1961
 HX1430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1430+STABILITY: POSITION/ELEVATION WELL
 HX1430
 HX1430  HISTORY     - Date     Condition        Report By
 HX1430  HISTORY     - 1961     MONUMENTED       CGS
 HX1430  HISTORY     - 1980     GOOD             LOCSUR
 HX1430
 HX1430                          STATION DESCRIPTION
 HX1430
 HX1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1430'2 MI NW FROM LOOKOUT.
 HX1430'ABOUT 1.55 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL
 HX1430'HIGH SCHOOL AT LOOKOUT, THENCE 0.5 MILE SOUTHWEST ALONG A BLACK
 HX1430'TOP ROAD LEADING TO EDMOND, 2.8 MILES NORTHEAST OF THE EDMOND
 HX1430'GRADE SCHOOL AND THE JUNCTION OF STATE HIGHWAY 82, SET ON THE
 HX1430'TOP OF A ROCK OUTCROP THAT IS 20 FEET LONG AND 3 FEET WIDE, NEAR
 HX1430'THE SOUTHWEST CORNER OF A LARGE PASTURE OWNED BY A MR. FLINT, 52
 HX1430'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 39 FEET EAST OF
 HX1430'THE SOUTHEAST CORNER OF A SMALL WHITE FRAME HOUSE, 33 FEET
 HX1430'NORTH OF A FENCE CORNER, 1 FOOT SOUTHWEST OF THE NORTHEAST
 HX1430'EDGE OF THE ROCK AND ABOUT LEVEL WITH THE ROAD.
 HX1430
 HX1430                          STATION RECOVERY (1980)
 HX1430
 HX1430'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HX1430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1440 ***********************************************************************
 HX1440  DESIGNATION -  B 224
 HX1440  PID         -  HX1440
 HX1440  STATE/COUNTY-  WV/FAYETTE
 HX1440  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1440
 HX1440                         *CURRENT SURVEY CONTROL
 HX1440  ___________________________________________________________________
 HX1440* NAD 83(1986)-  38 09 18.     (N)    080 56 29.     (W)     SCALED    
 HX1440* NAVD 88     -       482.134  (meters)    1581.80   (feet)  ADJUSTED  
 HX1440  ___________________________________________________________________
 HX1440  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 HX1440  DYNAMIC HT  -         481.762 (meters)    1580.58  (feet)  COMP
 HX1440  MODELED GRAV-     979,844.1   (mgal)                       NAVD 88
 HX1440
 HX1440  VERT ORDER  -  SECOND    CLASS 0
 HX1440
 HX1440.The horizontal coordinates were scaled from a topographic map and have
 HX1440.an estimated accuracy of +/- 6 seconds.
 HX1440
 HX1440.The orthometric height was determined by differential leveling
 HX1440.and adjusted by the National Geodetic Survey in June 1991..
 HX1440
 HX1440.The geoid height was determined by GEOID03.
 HX1440
 HX1440.The dynamic height is computed by dividing the NAVD 88
 HX1440.geopotential number by the normal gravity value computed on the
 HX1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1440.degrees latitude (g = 980.6199 gals.).
 HX1440
 HX1440.The modeled gravity was interpolated from observed gravity values.
 HX1440
 HX1440;                    North         East    Units  Estimated Accuracy
 HX1440;SPC WV S     -   128,190.      605,140.      MT  (+/- 180 meters Scaled)
 HX1440
 HX1440                          SUPERSEDED SURVEY CONTROL
 HX1440
 HX1440  NGVD 29 (??/??/92)  482.301  (m)         1582.35   (f) ADJ UNCH    2 0
 HX1440
 HX1440.Superseded values are not recommended for survey control.
 HX1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1440.See file dsdata.txt to determine how the superseded data were derived.
 HX1440
 HX1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC051230(NAD 83)
 HX1440_MARKER: DB = BENCH MARK DISK
 HX1440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1440_SP_SET: ABUTMENT
 HX1440_STAMPING: B 224 1961
 HX1440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1440
 HX1440  HISTORY     - Date     Condition        Report By
 HX1440  HISTORY     - 1961     MONUMENTED       CGS
 HX1440
 HX1440                          STATION DESCRIPTION
 HX1440
 HX1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1440'7.6 MI NW FROM NALLEN.
 HX1440'ABOUT 7.65 MILES NORTHWEST ALONG THE NICHOLAS, FAYETTE AND
 HX1440'GREENBRIER RAILROAD FROM THE STATION AT NALLEN, 7 RAILS SOUTH OF
 HX1440'MILEPOST 47, SET ON THE TOP OF THE WEST END OF THE SOUTH
 HX1440'CONCRETE ABUTMENT OF A 25 FOOT BRIDGE OVER A SMALL STREAM (BRIDGE
 HX1440'NO. 470), 8 FEET WEST OF THE WEST RAIL, 2 FEET EAST OF THE WEST
 HX1440'END OF THE ABUTMENT AND 2 FEET BELOW THE LEVEL OF THE RAIL.
 HX1440'NOTE-- THE STREAM MENTIONED ABOVE IS PROBABLY HEDRICKS CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1105 ***********************************************************************
 HX1105  DESIGNATION -  B 225
 HX1105  PID         -  HX1105
 HX1105  STATE/COUNTY-  WV/NICHOLAS
 HX1105  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1105
 HX1105                         *CURRENT SURVEY CONTROL
 HX1105  ___________________________________________________________________
 HX1105* NAD 83(1986)-  38 18 40.     (N)    080 43 07.     (W)     SCALED    
 HX1105* NAVD 88     -       651.790  (meters)    2138.41   (feet)  ADJUSTED  
 HX1105  ___________________________________________________________________
 HX1105  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HX1105  DYNAMIC HT  -         651.282 (meters)    2136.75  (feet)  COMP
 HX1105  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 HX1105
 HX1105  VERT ORDER  -  SECOND    CLASS 0
 HX1105
 HX1105.The horizontal coordinates were scaled from a topographic map and have
 HX1105.an estimated accuracy of +/- 6 seconds.
 HX1105
 HX1105.The orthometric height was determined by differential leveling
 HX1105.and adjusted by the National Geodetic Survey in June 1991..
 HX1105
 HX1105.The geoid height was determined by GEOID03.
 HX1105
 HX1105.The dynamic height is computed by dividing the NAVD 88
 HX1105.geopotential number by the normal gravity value computed on the
 HX1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1105.degrees latitude (g = 980.6199 gals.).
 HX1105
 HX1105.The modeled gravity was interpolated from observed gravity values.
 HX1105
 HX1105;                    North         East    Units  Estimated Accuracy
 HX1105;SPC WV S     -   145,560.      624,610.      MT  (+/- 180 meters Scaled)
 HX1105
 HX1105                          SUPERSEDED SURVEY CONTROL
 HX1105
 HX1105  NGVD 29 (??/??/92)  651.934  (m)         2138.89   (f) ADJ UNCH    2 0
 HX1105
 HX1105.Superseded values are not recommended for survey control.
 HX1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1105.See file dsdata.txt to determine how the superseded data were derived.
 HX1105
 HX1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC246403(NAD 83)
 HX1105_MARKER: DB = BENCH MARK DISK
 HX1105_SETTING: 66 = SET IN ROCK OUTCROP
 HX1105_SP_SET: ROCK CUT
 HX1105_STAMPING: B 225 1961
 HX1105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1105+STABILITY: POSITION/ELEVATION WELL
 HX1105
 HX1105  HISTORY     - Date     Condition        Report By
 HX1105  HISTORY     - 1961     MONUMENTED       CGS
 HX1105
 HX1105                          STATION DESCRIPTION
 HX1105
 HX1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1105'6.6 MI NW FROM CRAIGSVILLE.
 HX1105'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF
 HX1105'STATE HIGHWAY 20 AT CRAIGSVILLE, THENCE 4.65 MILES SOUTHWEST ALONG
 HX1105'A BLACK TOP ROAD, ABOUT 0.15 MILE SOUTHWEST OF THE JUNCTION OF
 HX1105'A DIRT ROAD LEADING NORTH, SET VERTICALLY IN THE SOUTH FACE OF
 HX1105'A SMALL ROCK CUT, AT THE INSIDE OF A CURVE, 19 FEET NORTH OF THE
 HX1105'CENTER LINE OF THE ROAD, 58 FEET EAST OF THE WEST END OF THE
 HX1105'ROCK CUT AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1237 ***********************************************************************
 HX1237  DESIGNATION -  B 226
 HX1237  PID         -  HX1237
 HX1237  STATE/COUNTY-  WV/NICHOLAS
 HX1237  USGS QUAD   -  NETTIE (1995)
 HX1237
 HX1237                         *CURRENT SURVEY CONTROL
 HX1237  ___________________________________________________________________
 HX1237* NAD 83(1986)-  38 14 22.     (N)    080 42 47.     (W)     SCALED    
 HX1237* NAVD 88     -       786.939  (meters)    2581.82   (feet)  ADJUSTED  
 HX1237  ___________________________________________________________________
 HX1237  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HX1237  DYNAMIC HT  -         786.311 (meters)    2579.76  (feet)  COMP
 HX1237  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 HX1237
 HX1237  VERT ORDER  -  SECOND    CLASS 0
 HX1237
 HX1237.The horizontal coordinates were scaled from a topographic map and have
 HX1237.an estimated accuracy of +/- 6 seconds.
 HX1237
 HX1237.The orthometric height was determined by differential leveling
 HX1237.and adjusted by the National Geodetic Survey in June 1991..
 HX1237
 HX1237.The geoid height was determined by GEOID03.
 HX1237
 HX1237.The dynamic height is computed by dividing the NAVD 88
 HX1237.geopotential number by the normal gravity value computed on the
 HX1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1237.degrees latitude (g = 980.6199 gals.).
 HX1237
 HX1237.The modeled gravity was interpolated from observed gravity values.
 HX1237
 HX1237;                    North         East    Units  Estimated Accuracy
 HX1237;SPC WV S     -   137,600.      625,120.      MT  (+/- 180 meters Scaled)
 HX1237
 HX1237                          SUPERSEDED SURVEY CONTROL
 HX1237
 HX1237  NGVD 29 (??/??/92)  787.081  (m)         2582.28   (f) ADJ UNCH    2 0
 HX1237
 HX1237.Superseded values are not recommended for survey control.
 HX1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1237.See file dsdata.txt to determine how the superseded data were derived.
 HX1237
 HX1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC251324(NAD 83)
 HX1237_MARKER: DB = BENCH MARK DISK
 HX1237_SETTING: 66 = SET IN ROCK OUTCROP
 HX1237_SP_SET: ROCK LEDGE
 HX1237_STAMPING: B 226 1961
 HX1237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1237+STABILITY: POSITION/ELEVATION WELL
 HX1237
 HX1237  HISTORY     - Date     Condition        Report By
 HX1237  HISTORY     - 1961     MONUMENTED       CGS
 HX1237
 HX1237                          STATION DESCRIPTION
 HX1237
 HX1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1237'2.1 MI NW FROM NETTIE.
 HX1237'ABOUT 2.1 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX1237'OF STATE HIGHWAY 39 AT NETTIE, 0.25 MILE NORTHWEST OF THE JUNCTION
 HX1237'OF A BLACK TOP ROAD LEADING NORTH, SET VERTICALLY IN THE SOUTHWEST
 HX1237'FACE OF A ROCK LEDGE THAT IS 75 FEET LONG AND 8 FEET HIGH, NEAR
 HX1237'THE JUNCTION OF A PRIVATE DRIVE LEADING NORTH, 22 1/2 FEET
 HX1237'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF THE
 HX1237'CENTER LINE OF THE DRIVE, 10 FEET NORTHWEST OF THE SOUTHEAST END
 HX1237'OF THE ROCK AND 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1118 ***********************************************************************
 HX1118  DESIGNATION -  B 227
 HX1118  PID         -  HX1118
 HX1118  STATE/COUNTY-  WV/NICHOLAS
 HX1118  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1118
 HX1118                         *CURRENT SURVEY CONTROL
 HX1118  ___________________________________________________________________
 HX1118* NAD 83(1986)-  38 16 30.     (N)    080 38 05.     (W)     SCALED    
 HX1118* NAVD 88     -       603.688  (meters)    1980.60   (feet)  ADJUSTED  
 HX1118  ___________________________________________________________________
 HX1118  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX1118  DYNAMIC HT  -         603.211 (meters)    1979.03  (feet)  COMP
 HX1118  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 HX1118
 HX1118  VERT ORDER  -  SECOND    CLASS 0
 HX1118
 HX1118.The horizontal coordinates were scaled from a topographic map and have
 HX1118.an estimated accuracy of +/- 6 seconds.
 HX1118
 HX1118.The orthometric height was determined by differential leveling
 HX1118.and adjusted by the National Geodetic Survey in June 1991..
 HX1118
 HX1118.The geoid height was determined by GEOID03.
 HX1118
 HX1118.The dynamic height is computed by dividing the NAVD 88
 HX1118.geopotential number by the normal gravity value computed on the
 HX1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1118.degrees latitude (g = 980.6199 gals.).
 HX1118
 HX1118.The modeled gravity was interpolated from observed gravity values.
 HX1118
 HX1118;                    North         East    Units  Estimated Accuracy
 HX1118;SPC WV S     -   141,570.      631,960.      MT  (+/- 180 meters Scaled)
 HX1118
 HX1118                          SUPERSEDED SURVEY CONTROL
 HX1118
 HX1118  NGVD 29 (??/??/92)  603.824  (m)         1981.05   (f) ADJ UNCH    2 0
 HX1118
 HX1118.Superseded values are not recommended for survey control.
 HX1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1118.See file dsdata.txt to determine how the superseded data were derived.
 HX1118
 HX1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC319363(NAD 83)
 HX1118_MARKER: DB = BENCH MARK DISK
 HX1118_SETTING: 66 = SET IN ROCK OUTCROP
 HX1118_SP_SET: ROCK CUT
 HX1118_STAMPING: B 227 1961
 HX1118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1118+STABILITY: POSITION/ELEVATION WELL
 HX1118
 HX1118  HISTORY     - Date     Condition        Report By
 HX1118  HISTORY     - 1961     MONUMENTED       CGS
 HX1118
 HX1118                          STATION DESCRIPTION
 HX1118
 HX1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1118'2.3 MI NW FROM HOLCOMB.
 HX1118'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 HX1118'NORTHWEST END OF THE BRIDGE OVER CHERRY RIVER AT HOLCOMB, 0.5
 HX1118'MILE SOUTHEAST OF A POWER SUB-STATION, SET VERTICALLY IN THE EAST
 HX1118'FACE OF A LARGE LONG ROCK CUT THAT IS AT THE OUTSIDE OF A CURVE,
 HX1118'27 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTH
 HX1118'OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A 20-INCH
 HX1118'PIPE CULVERT UNDER THE HIGHWAY, 17 FEET NORTH OF THE CENTER OF
 HX1118'A 6-BY-3-FOOT COAL MINE ENTRANCE THAT GOES BACK UNDER THE ROCK,
 HX1118'115 YARDS SOUTH OF THE NORTH END OF THE ROCK CUT AND 2 FEET
 HX1118'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0965 ***********************************************************************
 HX0965  DESIGNATION -  B 228
 HX0965  PID         -  HX0965
 HX0965  STATE/COUNTY-  WV/GREENBRIER
 HX0965  USGS QUAD   -  TROUT (1995)
 HX0965
 HX0965                         *CURRENT SURVEY CONTROL
 HX0965  ___________________________________________________________________
 HX0965* NAD 83(1986)-  38 03 12.     (N)    080 29 01.     (W)     SCALED    
 HX0965* NAVD 88     -      1166.660  (meters)    3827.62   (feet)  ADJUSTED  
 HX0965  ___________________________________________________________________
 HX0965  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HX0965  DYNAMIC HT  -        1165.649 (meters)    3824.30  (feet)  COMP
 HX0965  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 HX0965
 HX0965  VERT ORDER  -  SECOND    CLASS 0
 HX0965
 HX0965.The horizontal coordinates were scaled from a topographic map and have
 HX0965.an estimated accuracy of +/- 6 seconds.
 HX0965
 HX0965.The orthometric height was determined by differential leveling
 HX0965.and adjusted by the National Geodetic Survey in June 1991..
 HX0965
 HX0965.The geoid height was determined by GEOID03.
 HX0965
 HX0965.The dynamic height is computed by dividing the NAVD 88
 HX0965.geopotential number by the normal gravity value computed on the
 HX0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0965.degrees latitude (g = 980.6199 gals.).
 HX0965
 HX0965.The modeled gravity was interpolated from observed gravity values.
 HX0965
 HX0965;                    North         East    Units  Estimated Accuracy
 HX0965;SPC WV S     -   117,030.      645,320.      MT  (+/- 180 meters Scaled)
 HX0965
 HX0965                          SUPERSEDED SURVEY CONTROL
 HX0965
 HX0965  NGVD 29 (??/??/92) 1166.775  (m)         3827.99   (f) ADJ UNCH    2 0
 HX0965
 HX0965.Superseded values are not recommended for survey control.
 HX0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0965.See file dsdata.txt to determine how the superseded data were derived.
 HX0965
 HX0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC453118(NAD 83)
 HX0965_MARKER: DB = BENCH MARK DISK
 HX0965_SETTING: 80 = SET IN A BOULDER
 HX0965_SP_SET: BOULDER
 HX0965_STAMPING: B 228 1961
 HX0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0965+STABILITY: SURFACE MOTION
 HX0965
 HX0965  HISTORY     - Date     Condition        Report By
 HX0965  HISTORY     - 1961     MONUMENTED       CGS
 HX0965
 HX0965                          STATION DESCRIPTION
 HX0965
 HX0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0965'4.4 MI N FROM TROUT.
 HX0965'4.35 MILES NORTH ALONG A BLACK TOP AND GRADED ROAD FROM THE FIRST
 HX0965'BAPTIST CHURCH AT TROUT, AT THE OUTSIDE OF A VERY SHARP CURVE,
 HX0965'SET ON THE TOP AND ABOUT IN THE CENTER OF A LARGE BOULDER WHICH
 HX0965'IS 8 FEET LONG-6 FEET WIDE AND PROJECTS 2 FEET ABOVE THE LEVEL
 HX0965'OF THE GROUND, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 1/2
 HX0965'FEET SOUTH OF THE NORTH END OF THE ROCK AND ABOUT LEVEL WITH
 HX0965'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1297 ***********************************************************************
 HX1297  DESIGNATION -  B 229
 HX1297  PID         -  HX1297
 HX1297  STATE/COUNTY-  WV/NICHOLAS
 HX1297  USGS QUAD   -  NETTIE (1995)
 HX1297
 HX1297                         *CURRENT SURVEY CONTROL
 HX1297  ___________________________________________________________________
 HX1297* NAD 83(1986)-  38 11 30.     (N)    080 41 21.     (W)     SCALED    
 HX1297* NAVD 88     -       832.586  (meters)    2731.58   (feet)  ADJUSTED  
 HX1297  ___________________________________________________________________
 HX1297  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HX1297  DYNAMIC HT  -         831.914 (meters)    2729.37  (feet)  COMP
 HX1297  MODELED GRAV-     979,792.5   (mgal)                       NAVD 88
 HX1297
 HX1297  VERT ORDER  -  SECOND    CLASS 0
 HX1297
 HX1297.The horizontal coordinates were scaled from a topographic map and have
 HX1297.an estimated accuracy of +/- 6 seconds.
 HX1297
 HX1297.The orthometric height was determined by differential leveling
 HX1297.and adjusted by the National Geodetic Survey in June 1991..
 HX1297
 HX1297.The geoid height was determined by GEOID03.
 HX1297
 HX1297.The dynamic height is computed by dividing the NAVD 88
 HX1297.geopotential number by the normal gravity value computed on the
 HX1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1297.degrees latitude (g = 980.6199 gals.).
 HX1297
 HX1297.The modeled gravity was interpolated from observed gravity values.
 HX1297
 HX1297;                    North         East    Units  Estimated Accuracy
 HX1297;SPC WV S     -   132,310.      627,230.      MT  (+/- 180 meters Scaled)
 HX1297
 HX1297                          SUPERSEDED SURVEY CONTROL
 HX1297
 HX1297  NGVD 29 (??/??/92)  832.726  (m)         2732.04   (f) ADJ UNCH    2 0
 HX1297
 HX1297.Superseded values are not recommended for survey control.
 HX1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1297.See file dsdata.txt to determine how the superseded data were derived.
 HX1297
 HX1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC272271(NAD 83)
 HX1297_MARKER: DB = BENCH MARK DISK
 HX1297_SETTING: 66 = SET IN ROCK OUTCROP
 HX1297_SP_SET: ROCK CUT
 HX1297_STAMPING: B 229 1961
 HX1297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1297+STABILITY: POSITION/ELEVATION WELL
 HX1297
 HX1297  HISTORY     - Date     Condition        Report By
 HX1297  HISTORY     - 1961     MONUMENTED       CGS
 HX1297  HISTORY     - 1984     GOOD             LOCSUR
 HX1297
 HX1297                          STATION DESCRIPTION
 HX1297
 HX1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1297'2.6 MI N FROM LEIVASY.
 HX1297'ABOUT 2.55 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX1297'OFFICE AT LEIVASY, 2.8 MILES SOUTH OF THE JUNCTION OF STATE
 HX1297'HIGHWAY 20 AND 39 AT NETTIE, 0.1 MILE SOUTHEAST OF THE JUNCTION
 HX1297'OF COUNTY ROAD NO. 18, AT THE INSIDE OF A CURVE, SET VERTICALLY
 HX1297'IN THE SOUTHWEST FACE OF A ROCK THAT IS ABOUT 8 FEET LONG AND
 HX1297'3 FEET HIGH AND IS PART OF A SHALEY ROCK CUT, 18 FEET NORTHEAST
 HX1297'OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTHEAST OF THE
 HX1297'NORTHWEST END OF THE CUT AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX1297
 HX1297                          STATION RECOVERY (1984)
 HX1297
 HX1297'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 HX1297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0096 ***********************************************************************
 JX0096  DESIGNATION -  B 23
 JX0096  PID         -  JX0096
 JX0096  STATE/COUNTY-  WV/HARRISON
 JX0096  USGS QUAD   -  CLARKSBURG (1976)
 JX0096
 JX0096                         *CURRENT SURVEY CONTROL
 JX0096  ___________________________________________________________________
 JX0096* NAD 83(1986)-  39 18 41.     (N)    080 21 10.     (W)     SCALED    
 JX0096* NAVD 88     -       301.377  (meters)     988.77   (feet)  ADJUSTED  
 JX0096  ___________________________________________________________________
 JX0096  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JX0096  DYNAMIC HT  -         301.188 (meters)     988.15  (feet)  COMP
 JX0096  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 JX0096
 JX0096  VERT ORDER  -  SECOND    CLASS 0
 JX0096
 JX0096.The horizontal coordinates were scaled from a topographic map and have
 JX0096.an estimated accuracy of +/- 6 seconds.
 JX0096
 JX0096.The orthometric height was determined by differential leveling
 JX0096.and adjusted by the National Geodetic Survey in June 1991..
 JX0096
 JX0096.The geoid height was determined by GEOID03.
 JX0096
 JX0096.The dynamic height is computed by dividing the NAVD 88
 JX0096.geopotential number by the normal gravity value computed on the
 JX0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0096.degrees latitude (g = 980.6199 gals.).
 JX0096
 JX0096.The modeled gravity was interpolated from observed gravity values.
 JX0096
 JX0096;                    North         East    Units  Estimated Accuracy
 JX0096;SPC WV N     -    90,430.      526,460.      MT  (+/- 180 meters Scaled)
 JX0096
 JX0096                          SUPERSEDED SURVEY CONTROL
 JX0096
 JX0096  NGVD 29 (??/??/92)  301.563  (m)          989.38   (f) ADJ UNCH    2 0
 JX0096
 JX0096.Superseded values are not recommended for survey control.
 JX0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0096.See file dsdata.txt to determine how the superseded data were derived.
 JX0096
 JX0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND557515(NAD 83)
 JX0096_MARKER: DB = BENCH MARK DISK
 JX0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0096_STAMPING: B 23 1935
 JX0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0096+STABILITY: SURFACE MOTION
 JX0096
 JX0096  HISTORY     - Date     Condition        Report By
 JX0096  HISTORY     - 1935     MONUMENTED       CGS
 JX0096
 JX0096                          STATION DESCRIPTION
 JX0096
 JX0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0096'2.7 MI N FROM CLARKSBURG.
 JX0096'2.7 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0096'STATION AT CLARKSBURG, HARRISON COUNTY, AT THE CROSSING OF A
 JX0096'ROAD LEADING TO THE RIVER, 60 FEET SOUTH OF THE CENTERLINE OF THE
 JX0096'ROAD, 20 FEET EAST OF THE EAST RAIL, AND 20 FEET NORTH OF POLE
 JX0096'56/09.  A STANDARD DISK, STAMPED B 23 1935 AND SET IN THE TOP OF A
 JX0096'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1047 ***********************************************************************
 GX1047  DESIGNATION -  B 230
 GX1047  PID         -  GX1047
 GX1047  STATE/COUNTY-  WV/GREENBRIER
 GX1047  USGS QUAD   -  ASBURY (1979)
 GX1047
 GX1047                         *CURRENT SURVEY CONTROL
 GX1047  ___________________________________________________________________
 GX1047* NAD 83(1986)-  37 51 15.     (N)    080 35 27.     (W)     SCALED    
 GX1047* NAVD 88     -       520.832  (meters)    1708.76   (feet)  ADJUSTED  
 GX1047  ___________________________________________________________________
 GX1047  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX1047  DYNAMIC HT  -         520.396 (meters)    1707.33  (feet)  COMP
 GX1047  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 GX1047
 GX1047  VERT ORDER  -  SECOND    CLASS 0
 GX1047
 GX1047.The horizontal coordinates were scaled from a topographic map and have
 GX1047.an estimated accuracy of +/- 6 seconds.
 GX1047
 GX1047.The orthometric height was determined by differential leveling
 GX1047.and adjusted by the National Geodetic Survey in June 1991..
 GX1047
 GX1047.The geoid height was determined by GEOID03.
 GX1047
 GX1047.The dynamic height is computed by dividing the NAVD 88
 GX1047.geopotential number by the normal gravity value computed on the
 GX1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1047.degrees latitude (g = 980.6199 gals.).
 GX1047
 GX1047.The modeled gravity was interpolated from observed gravity values.
 GX1047
 GX1047;                    North         East    Units  Estimated Accuracy
 GX1047;SPC WV S     -    94,880.      636,010.      MT  (+/- 180 meters Scaled)
 GX1047
 GX1047                          SUPERSEDED SURVEY CONTROL
 GX1047
 GX1047  NGVD 29 (??/??/92)  520.978  (m)         1709.24   (f) ADJ UNCH    2 0
 GX1047
 GX1047.Superseded values are not recommended for survey control.
 GX1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1047.See file dsdata.txt to determine how the superseded data were derived.
 GX1047
 GX1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB359897(NAD 83)
 GX1047_MARKER: DB = BENCH MARK DISK
 GX1047_SETTING: 66 = SET IN ROCK OUTCROP
 GX1047_SP_SET: ROCK
 GX1047_STAMPING: B 230 1961
 GX1047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1047+STABILITY: POSITION/ELEVATION WELL
 GX1047
 GX1047  HISTORY     - Date     Condition        Report By
 GX1047  HISTORY     - 1961     MONUMENTED       CGS
 GX1047
 GX1047                          STATION DESCRIPTION
 GX1047
 GX1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1047'4.7 MI SE FROM CLINTONVILLE.
 GX1047'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE METHODIST
 GX1047'CHURCH AT CLINTONVILLE, THENCE 3.1 MILES SOUTH ALONG A GRADED
 GX1047'ROAD, 0.1 MILE SOUTH OF THE JUNCTION OF A PRIVATE ROAD LEADING
 GX1047'WEST TO A FARM HOUSE AND TWO LARGE BARNS, NEAR A BOARD GATE
 GX1047'ACROSS THE ROAD, SET VERTICALLY IN THE WEST FACE OF A ROCK
 GX1047'THAT IS 12 FEET LONG AND 4 FEET HIGH AND PROJECTS OUT OF THE
 GX1047'MOUNTAIN SIDE, 9 FEET EAST OF THE CENTER LINE OF THE ROAD, 36
 GX1047'FEET SOUTH OF THE CENTER OF THE BOARD GATE AND 2 1/2 FEET ABOVE
 GX1047'THE LEVEL OF THE ROAD.  NOTE-- MARK MAY BE REACHED BY GOING
 GX1047'1.55 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE GOE MEMORIAL
 GX1047'CHAPEL AT BLUE SULPHUR SPRINGS, THENCE 3.5 MILES NORTH AND
 GX1047'NORTHEAST ALONG A GRADED ROAD AND AN UNKEMPT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0145 ***********************************************************************
 GX0145  DESIGNATION -  B 231
 GX0145  PID         -  GX0145
 GX0145  STATE/COUNTY-  WV/GREENBRIER
 GX0145  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0145
 GX0145                         *CURRENT SURVEY CONTROL
 GX0145  ___________________________________________________________________
 GX0145* NAD 83(1986)-  37 53 02.     (N)    080 26 39.     (W)     SCALED    
 GX0145* NAVD 88     -       672.445  (meters)    2206.18   (feet)  ADJUSTED  
 GX0145  ___________________________________________________________________
 GX0145  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX0145  DYNAMIC HT  -         671.887 (meters)    2204.35  (feet)  COMP
 GX0145  MODELED GRAV-     979,777.0   (mgal)                       NAVD 88
 GX0145
 GX0145  VERT ORDER  -  SECOND    CLASS 0
 GX0145
 GX0145.The horizontal coordinates were scaled from a topographic map and have
 GX0145.an estimated accuracy of +/- 6 seconds.
 GX0145
 GX0145.The orthometric height was determined by differential leveling
 GX0145.and adjusted by the National Geodetic Survey in June 1991..
 GX0145
 GX0145.The geoid height was determined by GEOID03.
 GX0145
 GX0145.The dynamic height is computed by dividing the NAVD 88
 GX0145.geopotential number by the normal gravity value computed on the
 GX0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0145.degrees latitude (g = 980.6199 gals.).
 GX0145
 GX0145.The modeled gravity was interpolated from observed gravity values.
 GX0145
 GX0145;                    North         East    Units  Estimated Accuracy
 GX0145;SPC WV S     -    98,250.      648,890.      MT  (+/- 180 meters Scaled)
 GX0145
 GX0145                          SUPERSEDED SURVEY CONTROL
 GX0145
 GX0145  NGVD 29 (??/??/92)  672.596  (m)         2206.68   (f) ADJ UNCH    2 0
 GX0145
 GX0145.Superseded values are not recommended for survey control.
 GX0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0145.See file dsdata.txt to determine how the superseded data were derived.
 GX0145
 GX0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB488930(NAD 83)
 GX0145_MARKER: DB = BENCH MARK DISK
 GX0145_SETTING: 66 = SET IN ROCK OUTCROP
 GX0145_SP_SET: ROCK
 GX0145_STAMPING: B 231 1961
 GX0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0145+STABILITY: POSITION/ELEVATION WELL
 GX0145
 GX0145  HISTORY     - Date     Condition        Report By
 GX0145  HISTORY     - 1961     MONUMENTED       CGS
 GX0145  HISTORY     - 1983     GOOD             NGS
 GX0145
 GX0145                          STATION DESCRIPTION
 GX0145
 GX0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0145'8.1 MI NW FROM LEWISBURG.
 GX0145'ABOUT 5.25 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0145'OFFICE AT LEWISBURG, THENCE 2.85 MILES NORTH ALONG COUNTY ROAD
 GX0145'NO. 19, (A BLACK TOP ROAD), ABOUT 4.65 MILES SOUTH OF A T ROAD
 GX0145'JUNCTION IN THE VILLAGE OF UNUS, 0.2 MILE SOUTHWEST OF THE JUNCTION
 GX0145'OF A SIDE ROAD LEADING SOUTH, 0.25 MILE NORTHEAST OF THE JUNCTION
 GX0145'OF A DRIVE TO A LARGE QUARRY, AT THE OUTSIDE OF A CURVE, SET IN
 GX0145'THE TOP OF A ROCK THAT IS 12 FEET LONG-6 FEET WIDE AND 4 FEET
 GX0145'HIGH, ABOUT THE LARGEST ROCK OF A MASS OF ROCKS, 36 FEET SOUTH OF
 GX0145'THE CENTER LINE OF THE ROAD, 9 FEET SOUTHEAST OF THE EXTENDED
 GX0145'CENTER LINE OF A ROAD LEADING NORTHEAST, 4 FEET SOUTH OF THE NORTH
 GX0145'CORNER OF THE ROCK AND 8 FEET ABOVE THE LEVEL OF THE ROAD.
 GX0145
 GX0145                          STATION RECOVERY (1983)
 GX0145
 GX0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0140 ***********************************************************************
 GX0140  DESIGNATION -  B 232
 GX0140  PID         -  GX0140
 GX0140  STATE/COUNTY-  WV/GREENBRIER
 GX0140  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0140
 GX0140                         *CURRENT SURVEY CONTROL
 GX0140  ___________________________________________________________________
 GX0140* NAD 83(1986)-  37 55 11.     (N)    080 26 06.     (W)     SCALED    
 GX0140* NAVD 88     -       728.813  (meters)    2391.11   (feet)  ADJUSTED  
 GX0140  ___________________________________________________________________
 GX0140  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX0140  DYNAMIC HT  -         728.212 (meters)    2389.14  (feet)  COMP
 GX0140  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 GX0140
 GX0140  VERT ORDER  -  SECOND    CLASS 0
 GX0140
 GX0140.The horizontal coordinates were scaled from a topographic map and have
 GX0140.an estimated accuracy of +/- 6 seconds.
 GX0140
 GX0140.The orthometric height was determined by differential leveling
 GX0140.and adjusted by the National Geodetic Survey in June 1991..
 GX0140
 GX0140.The geoid height was determined by GEOID03.
 GX0140
 GX0140.The dynamic height is computed by dividing the NAVD 88
 GX0140.geopotential number by the normal gravity value computed on the
 GX0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0140.degrees latitude (g = 980.6199 gals.).
 GX0140
 GX0140.The modeled gravity was interpolated from observed gravity values.
 GX0140
 GX0140;                    North         East    Units  Estimated Accuracy
 GX0140;SPC WV S     -   102,230.      649,680.      MT  (+/- 180 meters Scaled)
 GX0140
 GX0140                          SUPERSEDED SURVEY CONTROL
 GX0140
 GX0140  NGVD 29 (??/??/92)  728.970  (m)         2391.63   (f) ADJ UNCH    2 0
 GX0140
 GX0140.Superseded values are not recommended for survey control.
 GX0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0140.See file dsdata.txt to determine how the superseded data were derived.
 GX0140
 GX0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB496970(NAD 83)
 GX0140_MARKER: DB = BENCH MARK DISK
 GX0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0140_STAMPING: B 232 1961
 GX0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0140+STABILITY: SURFACE MOTION
 GX0140
 GX0140  HISTORY     - Date     Condition        Report By
 GX0140  HISTORY     - 1961     MONUMENTED       CGS
 GX0140  HISTORY     - 1983     GOOD             NGS
 GX0140
 GX0140                          STATION DESCRIPTION
 GX0140
 GX0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0140'1.8 MI S FROM UNUS.
 GX0140'ABOUT 1.75 MILES SOUTH ALONG COUNTY ROAD NO. 19 (A BLACK TOP
 GX0140'ROAD), FROM A T ROAD JUNCTION AT UNUS, 0.8 MILE SOUTH OF THE
 GX0140'WESLEY CHAPEL METHODIST CHURCH, 0.2 MILE NORTH OF A GRADED ROAD
 GX0140'INTERSECTION, NEAR THE JUNCTION OF A DRIVE LEADING TO A SMALL
 GX0140'UNPAINTED HOUSE, 25 FEET WEST OF THE CENTER LINE OF THE ROAD, 48
 GX0140'FEET NORTHEAST OF THE CENTER LINE OF THE DRIVE, 2 FEET SOUTH OF
 GX0140'POWER LINE POLE NO. FD 42 RD, IN LINE WITH A ROW OF POLES, 2.3
 GX0140'FEET NORTH OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE
 GX0140'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GX0140'ABOVE THE LEVEL OF THE GROUND.
 GX0140
 GX0140                          STATION RECOVERY (1983)
 GX0140
 GX0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0960 ***********************************************************************
 GX0960  DESIGNATION -  B 233
 GX0960  PID         -  GX0960
 GX0960  STATE/COUNTY-  WV/GREENBRIER
 GX0960  USGS QUAD   -  CORNSTALK (1981)
 GX0960
 GX0960                         *CURRENT SURVEY CONTROL
 GX0960  ___________________________________________________________________
 GX0960* NAD 83(1986)-  37 56 30.     (N)    080 35 42.     (W)     SCALED    
 GX0960* NAVD 88     -       846.256  (meters)    2776.42   (feet)  ADJUSTED  
 GX0960  ___________________________________________________________________
 GX0960  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX0960  DYNAMIC HT  -         845.533 (meters)    2774.05  (feet)  COMP
 GX0960  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 GX0960
 GX0960  VERT ORDER  -  SECOND    CLASS 0
 GX0960
 GX0960.The horizontal coordinates were scaled from a topographic map and have
 GX0960.an estimated accuracy of +/- 6 seconds.
 GX0960
 GX0960.The orthometric height was determined by differential leveling
 GX0960.and adjusted by the National Geodetic Survey in June 1991..
 GX0960
 GX0960.The geoid height was determined by GEOID03.
 GX0960
 GX0960.The dynamic height is computed by dividing the NAVD 88
 GX0960.geopotential number by the normal gravity value computed on the
 GX0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0960.degrees latitude (g = 980.6199 gals.).
 GX0960
 GX0960.The modeled gravity was interpolated from observed gravity values.
 GX0960
 GX0960;                    North         East    Units  Estimated Accuracy
 GX0960;SPC WV S     -   104,590.      635,600.      MT  (+/- 180 meters Scaled)
 GX0960
 GX0960                          SUPERSEDED SURVEY CONTROL
 GX0960
 GX0960  NGVD 29 (??/??/92)  846.388  (m)         2776.86   (f) ADJ UNCH    2 0
 GX0960
 GX0960.Superseded values are not recommended for survey control.
 GX0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0960.See file dsdata.txt to determine how the superseded data were derived.
 GX0960
 GX0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB355994(NAD 83)
 GX0960_MARKER: DB = BENCH MARK DISK
 GX0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0960_STAMPING: B 233 1961
 GX0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0960+STABILITY: SURFACE MOTION
 GX0960
 GX0960  HISTORY     - Date     Condition        Report By
 GX0960  HISTORY     - 1961     MONUMENTED       CGS
 GX0960
 GX0960                          STATION DESCRIPTION
 GX0960
 GX0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0960'1.1 MI NE FROM KIEFFER.
 GX0960'ABOUT 1.1 MILES NORTHEAST ALONG A GRADED ROAD FROM THE BEAVER
 GX0960'CREEK BAPTIST CHURCH AT KIEFFER, 0.4 MILE SOUTH OF A Y JUNCTION,
 GX0960'AT THE INSIDE OF A CURVE, NEAR THE JUNCTION OF A DRIVE LEADING TO
 GX0960'A 1 1/2 STORY HOUSE, 15 FEET WEST OF THE CENTER LINE OF THE ROAD,
 GX0960'28 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE ROAD AND THE
 GX0960'DRIVE, 6 1/2 FEET WEST OF THE FIRST POWER LINE POLE WEST OF THE
 GX0960'ROAD, 2 FEET NORTHWEST OF A METAL WITNESS POST, 1 1/2 FEET BELOW
 GX0960'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GX0960'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1284 ***********************************************************************
 HX1284  DESIGNATION -  B 234
 HX1284  PID         -  HX1284
 HX1284  STATE/COUNTY-  WV/NICHOLAS
 HX1284  USGS QUAD   -  QUINWOOD (1995)
 HX1284
 HX1284                         *CURRENT SURVEY CONTROL
 HX1284  ___________________________________________________________________
 HX1284* NAD 83(1986)-  38 05 22.     (N)    080 42 22.     (W)     SCALED    
 HX1284* NAVD 88     -       778.530  (meters)    2554.23   (feet)  ADJUSTED  
 HX1284  ___________________________________________________________________
 HX1284  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX1284  DYNAMIC HT  -         777.875 (meters)    2552.08  (feet)  COMP
 HX1284  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 HX1284
 HX1284  VERT ORDER  -  SECOND    CLASS 0
 HX1284
 HX1284.The horizontal coordinates were scaled from a topographic map and have
 HX1284.an estimated accuracy of +/- 6 seconds.
 HX1284
 HX1284.The orthometric height was determined by differential leveling
 HX1284.and adjusted by the National Geodetic Survey in June 1991..
 HX1284
 HX1284.The geoid height was determined by GEOID03.
 HX1284
 HX1284.The dynamic height is computed by dividing the NAVD 88
 HX1284.geopotential number by the normal gravity value computed on the
 HX1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1284.degrees latitude (g = 980.6199 gals.).
 HX1284
 HX1284.The modeled gravity was interpolated from observed gravity values.
 HX1284
 HX1284;                    North         East    Units  Estimated Accuracy
 HX1284;SPC WV S     -   120,960.      625,780.      MT  (+/- 180 meters Scaled)
 HX1284
 HX1284                          SUPERSEDED SURVEY CONTROL
 HX1284
 HX1284  NGVD 29 (??/??/92)  778.650  (m)         2554.62   (f) ADJ UNCH    2 0
 HX1284
 HX1284.Superseded values are not recommended for survey control.
 HX1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1284.See file dsdata.txt to determine how the superseded data were derived.
 HX1284
 HX1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC257157(NAD 83)
 HX1284_MARKER: DB = BENCH MARK DISK
 HX1284_SETTING: 66 = SET IN ROCK OUTCROP
 HX1284_SP_SET: ROCK CUT
 HX1284_STAMPING: B 234 1961
 HX1284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1284+STABILITY: POSITION/ELEVATION WELL
 HX1284
 HX1284  HISTORY     - Date     Condition        Report By
 HX1284  HISTORY     - 1961     MONUMENTED       CGS
 HX1284
 HX1284                          STATION DESCRIPTION
 HX1284
 HX1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1284'2.4 MI N FROM QUINWOOD.
 HX1284'ABOUT 2.35 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 HX1284'OF MAIN STREET OF QUINWOOD, 0.6 MILE SOUTH OF THE GREEN VALLEY
 HX1284'BAPTIST CHURCH, 0.5 MILE NORTH OF THE NICHOLAS-GREENBRIER
 HX1284'COUNTY LINE, ABOUT 40 YARDS SOUTH OF THE CENTER OF A SMALL
 HX1284'STREAM IN A DEEP RAVINE, SET IN THE TOP OF A ROCK THAT IS
 HX1284'10 FEET LONG AND 3 FEET HIGH THAT IS AT THE BASE OF A 20 FOOT
 HX1284'HIGH CUT, 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 HX1284'SOUTH OF THE NORTH END OF THE ROCK PART OF THE CUT, 2 FEET BELOW
 HX1284'AND 1/2 FOOT NORTH OF THE POINT OF A 6 INCH ARROW CUT IN THE EAST
 HX1284'FACE OF THE ROCK, AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1829 ***********************************************************************
 HX1829  DESIGNATION -  B 235
 HX1829  PID         -  HX1829
 HX1829  STATE/COUNTY-  WV/NICHOLAS
 HX1829  USGS QUAD   -  LOCKWOOD (1976)
 HX1829
 HX1829                         *CURRENT SURVEY CONTROL
 HX1829  ___________________________________________________________________
 HX1829* NAD 83(1986)-  38 15 01.     (N)    081 06 04.     (W)     SCALED    
 HX1829* NAVD 88     -       298.744  (meters)     980.13   (feet)  ADJUSTED  
 HX1829  ___________________________________________________________________
 HX1829  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HX1829  DYNAMIC HT  -         298.530 (meters)     979.43  (feet)  COMP
 HX1829  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 HX1829
 HX1829  VERT ORDER  -  SECOND    CLASS 0
 HX1829
 HX1829.The horizontal coordinates were scaled from a topographic map and have
 HX1829.an estimated accuracy of +/- 6 seconds.
 HX1829
 HX1829.The orthometric height was determined by differential leveling
 HX1829.and adjusted by the National Geodetic Survey in June 1991..
 HX1829
 HX1829.The geoid height was determined by GEOID03.
 HX1829
 HX1829.The dynamic height is computed by dividing the NAVD 88
 HX1829.geopotential number by the normal gravity value computed on the
 HX1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1829.degrees latitude (g = 980.6199 gals.).
 HX1829
 HX1829.The modeled gravity was interpolated from observed gravity values.
 HX1829
 HX1829;                    North         East    Units  Estimated Accuracy
 HX1829;SPC WV S     -   138,770.      591,150.      MT  (+/- 180 meters Scaled)
 HX1829
 HX1829                          SUPERSEDED SURVEY CONTROL
 HX1829
 HX1829  NGVD 29 (??/??/92)  298.928  (m)          980.73   (f) ADJ UNCH    2 0
 HX1829
 HX1829.Superseded values are not recommended for survey control.
 HX1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1829.See file dsdata.txt to determine how the superseded data were derived.
 HX1829
 HX1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC911335(NAD 83)
 HX1829_MARKER: DB = BENCH MARK DISK
 HX1829_SETTING: 66 = SET IN ROCK OUTCROP
 HX1829_SP_SET: ROCK LEDGE
 HX1829_STAMPING: B 235 1961
 HX1829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1829+STABILITY: POSITION/ELEVATION WELL
 HX1829
 HX1829  HISTORY     - Date     Condition        Report By
 HX1829  HISTORY     - 1961     MONUMENTED       CGS
 HX1829
 HX1829                          STATION DESCRIPTION
 HX1829
 HX1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1829'1.6 MI NE FROM SWISS.
 HX1829'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE
 HX1829'MISSIONARY BAPTIST CHURCH AT SWISS, ON THE INSIDE AND NEAR THE
 HX1829'NORTHEAST END OF A LONG CURVE, ABOUT IN THE CENTER OF A LONG
 HX1829'ROCK CUT, SET IN TOP OF THE SOUTHEAST EDGE OF A ROCK LEDGE THAT
 HX1829'IS 6 FEET LONG AND 3 FEET WIDE AND AT THE BASE OF THE CUT, 26
 HX1829'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 HX1829'SOUTHWEST OF THE HIGHEST POINT OF THE CUT, 1/2 FOOT NORTHWEST
 HX1829'OF THE SOUTHEAST EDGE OF THE LEDGE AND 2 FEET ABOVE THE LEVEL OF
 HX1829'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1359 ***********************************************************************
 HX1359  DESIGNATION -  B 236
 HX1359  PID         -  HX1359
 HX1359  STATE/COUNTY-  WV/NICHOLAS
 HX1359  USGS QUAD   -  MOUNT NEBO (1976)
 HX1359
 HX1359                         *CURRENT SURVEY CONTROL
 HX1359  ___________________________________________________________________
 HX1359* NAD 83(1986)-  38 09 31.     (N)    080 46 25.     (W)     SCALED    
 HX1359* NAVD 88     -       803.240  (meters)    2635.30   (feet)  ADJUSTED  
 HX1359  ___________________________________________________________________
 HX1359  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 HX1359  DYNAMIC HT  -         802.603 (meters)    2633.21  (feet)  COMP
 HX1359  MODELED GRAV-     979,808.6   (mgal)                       NAVD 88
 HX1359
 HX1359  VERT ORDER  -  SECOND    CLASS 0
 HX1359
 HX1359.The horizontal coordinates were scaled from a topographic map and have
 HX1359.an estimated accuracy of +/- 6 seconds.
 HX1359
 HX1359.The orthometric height was determined by differential leveling
 HX1359.and adjusted by the National Geodetic Survey in June 1991..
 HX1359
 HX1359.The geoid height was determined by GEOID03.
 HX1359
 HX1359.The dynamic height is computed by dividing the NAVD 88
 HX1359.geopotential number by the normal gravity value computed on the
 HX1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1359.degrees latitude (g = 980.6199 gals.).
 HX1359
 HX1359.The modeled gravity was interpolated from observed gravity values.
 HX1359
 HX1359;                    North         East    Units  Estimated Accuracy
 HX1359;SPC WV S     -   128,620.      619,840.      MT  (+/- 180 meters Scaled)
 HX1359
 HX1359                          SUPERSEDED SURVEY CONTROL
 HX1359
 HX1359  NGVD 29 (??/??/92)  803.396  (m)         2635.81   (f) ADJ UNCH    2 0
 HX1359
 HX1359.Superseded values are not recommended for survey control.
 HX1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1359.See file dsdata.txt to determine how the superseded data were derived.
 HX1359
 HX1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC198234(NAD 83)
 HX1359_MARKER: DB = BENCH MARK DISK
 HX1359_SETTING: 80 = SET IN A BOULDER
 HX1359_SP_SET: BOULDER
 HX1359_STAMPING: B 236 1962
 HX1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1359+STABILITY: SURFACE MOTION
 HX1359
 HX1359  HISTORY     - Date     Condition        Report By
 HX1359  HISTORY     - 1962     MONUMENTED       CGS
 HX1359
 HX1359                          STATION DESCRIPTION
 HX1359
 HX1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1359'6.5 MI W FROM LEIVASY.
 HX1359'ABOUT 0.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX1359'OFFICE AT LEIVASY, THENCE ABOUT 6.2 MILES WEST ALONG A BLACK
 HX1359'TOP ROAD, ABOUT 0.25 MILES WEST OF THE JUNCTION OF A BLACK TOP
 HX1359'ROAD LEADING NORTH TO BRUCE, ON THE INSIDE AT THE SOUTHEAST END
 HX1359'OF A CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST, SET ON
 HX1359'TOP OF A THREE CORNERED BOULDER ABOUT 21 FEET LONG AND 18 FEET
 HX1359'WIDE AT THE WEST END PROJECTING 6 FEET AT THE WEST END, 3 FEET
 HX1359'HIGH AT THE EAST END, 53 FEET SOUTHWEST OF THE CENTER LINE OF
 HX1359'THE ROAD, 10.5 FEET WEST OF THE EAST CORNER OF THE BOULDER, AND
 HX1359'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1397 ***********************************************************************
 HX1397  DESIGNATION -  B 237
 HX1397  PID         -  HX1397
 HX1397  STATE/COUNTY-  WV/GREENBRIER
 HX1397  USGS QUAD   -  CORLISS (1976)
 HX1397
 HX1397                         *CURRENT SURVEY CONTROL
 HX1397  ___________________________________________________________________
 HX1397* NAD 83(1986)-  38 04 16.     (N)    080 51 09.     (W)     SCALED    
 HX1397* NAVD 88     -       848.943  (meters)    2785.24   (feet)  ADJUSTED  
 HX1397  ___________________________________________________________________
 HX1397  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX1397  DYNAMIC HT  -         848.271 (meters)    2783.04  (feet)  COMP
 HX1397  MODELED GRAV-     979,808.7   (mgal)                       NAVD 88
 HX1397
 HX1397  VERT ORDER  -  SECOND    CLASS 0
 HX1397
 HX1397.The horizontal coordinates were scaled from a topographic map and have
 HX1397.an estimated accuracy of +/- 6 seconds.
 HX1397
 HX1397.The orthometric height was determined by differential leveling
 HX1397.and adjusted by the National Geodetic Survey in June 1991..
 HX1397
 HX1397.The geoid height was determined by GEOID03.
 HX1397
 HX1397.The dynamic height is computed by dividing the NAVD 88
 HX1397.geopotential number by the normal gravity value computed on the
 HX1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1397.degrees latitude (g = 980.6199 gals.).
 HX1397
 HX1397.The modeled gravity was interpolated from observed gravity values.
 HX1397
 HX1397;                    North         East    Units  Estimated Accuracy
 HX1397;SPC WV S     -   118,890.      612,940.      MT  (+/- 180 meters Scaled)
 HX1397
 HX1397                          SUPERSEDED SURVEY CONTROL
 HX1397
 HX1397  NGVD 29 (??/??/92)  849.112  (m)         2785.80   (f) ADJ UNCH    2 0
 HX1397
 HX1397.Superseded values are not recommended for survey control.
 HX1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1397.See file dsdata.txt to determine how the superseded data were derived.
 HX1397
 HX1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC129137(NAD 83)
 HX1397_MARKER: DB = BENCH MARK DISK
 HX1397_SETTING: 80 = SET IN A BOULDER
 HX1397_SP_SET: BOULDER
 HX1397_STAMPING: B 237 1962
 HX1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1397+STABILITY: SURFACE MOTION
 HX1397
 HX1397  HISTORY     - Date     Condition        Report By
 HX1397  HISTORY     - 1962     MONUMENTED       CGS
 HX1397
 HX1397                          STATION DESCRIPTION
 HX1397
 HX1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1397'2.8 MI NE FROM RUSSELLVILLE.
 HX1397'ABOUT 2.8 MILES NORTHEAST ALONG A BLACK TOP AND GRADED ROAD FROM
 HX1397'THE POST OFFICE AT RUSSELLVILLE, ABOUT 25 YARDS SOUTH OF AND
 HX1397'ACROSS THE ROAD FROM A ROCK CHIMNEY AT THE EAST END OF A OLD
 HX1397'TWO STORY HOUSE, SET ON TOP OF A BOULDER THAT IS ABOUT 12-FOOT
 HX1397'LONG BY 2 1/2 FOOT HIGH AND IS 2 FOOT WIDE AT THE NORTH END
 HX1397'BY 8 FOOT WIDE AT THE SOUTH END, 5 FEET NORTH OF THE SOUTH
 HX1397'END OF THE BOULDER, 2 1/2 FEET WEST OF THE EAST EDGE OF THE
 HX1397'BOULDER, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1197 ***********************************************************************
 HX1197  DESIGNATION -  B 238
 HX1197  PID         -  HX1197
 HX1197  STATE/COUNTY-  WV/NICHOLAS
 HX1197  USGS QUAD   -  RICHWOOD (1995)
 HX1197
 HX1197                         *CURRENT SURVEY CONTROL
 HX1197  ___________________________________________________________________
 HX1197* NAD 83(1986)-  38 14 31.     (N)    080 31 51.     (W)     SCALED    
 HX1197* NAVD 88     -       760.236  (meters)    2494.21   (feet)  ADJUSTED  
 HX1197  ___________________________________________________________________
 HX1197  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX1197  DYNAMIC HT  -         759.636 (meters)    2492.24  (feet)  COMP
 HX1197  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 HX1197
 HX1197  VERT ORDER  -  SECOND    CLASS 0
 HX1197
 HX1197.The horizontal coordinates were scaled from a topographic map and have
 HX1197.an estimated accuracy of +/- 6 seconds.
 HX1197
 HX1197.The orthometric height was determined by differential leveling
 HX1197.and adjusted by the National Geodetic Survey in June 1991..
 HX1197
 HX1197.The geoid height was determined by GEOID03.
 HX1197
 HX1197.The dynamic height is computed by dividing the NAVD 88
 HX1197.geopotential number by the normal gravity value computed on the
 HX1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1197.degrees latitude (g = 980.6199 gals.).
 HX1197
 HX1197.The modeled gravity was interpolated from observed gravity values.
 HX1197
 HX1197;                    North         East    Units  Estimated Accuracy
 HX1197;SPC WV S     -   137,950.      641,070.      MT  (+/- 180 meters Scaled)
 HX1197
 HX1197                          SUPERSEDED SURVEY CONTROL
 HX1197
 HX1197  NGVD 29 (??/??/92)  760.380  (m)         2494.68   (f) ADJ UNCH    2 0
 HX1197
 HX1197.Superseded values are not recommended for survey control.
 HX1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1197.See file dsdata.txt to determine how the superseded data were derived.
 HX1197
 HX1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC410327(NAD 83)
 HX1197_MARKER: DB = BENCH MARK DISK
 HX1197_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1197_SP_SET: UNSPECIFIED ROCK
 HX1197_STAMPING: B 238 1962
 HX1197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1197
 HX1197  HISTORY     - Date     Condition        Report By
 HX1197  HISTORY     - 1962     MONUMENTED       CGS
 HX1197
 HX1197                          STATION DESCRIPTION
 HX1197
 HX1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1197'1.5 MI N FROM RICHWOOD.
 HX1197'ABOUT 0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1197'OFFICE AT RICHWOOD, THENCE 0.6 MILES NORTH ALONG COUNTY ROAD 76
 HX1197'(A BLACK TOP ROAD), ON THE INSIDE AT THE NORTHEAST END OF A CURVE
 HX1197'WITH TANGENTS EXTENDING SOUTH AND NORTHEAST, SET ON TOP OF THE
 HX1197'NORTHEAST EDGE OF A LARGE SLOPING ROCK ABOUT 25 FEET WIDE AT
 HX1197'GROUND LEVEL, SLOPES UP TO A PEAK, 24 FEET SOUTHEAST OF CENTER
 HX1197'LINE OF ROAD, 6.5 FEET SOUTHEAST OF THE NORTH CORNER OF THE ROCK,
 HX1197'1.3 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK, AND ABOUT 4
 HX1197'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1311 ***********************************************************************
 HX1311  DESIGNATION -  B 239
 HX1311  PID         -  HX1311
 HX1311  STATE/COUNTY-  WV/NICHOLAS
 HX1311  USGS QUAD   -  RICHWOOD (1995)
 HX1311
 HX1311                         *CURRENT SURVEY CONTROL
 HX1311  ___________________________________________________________________
 HX1311* NAD 83(1986)-  38 12 29.     (N)    080 31 54.     (W)     SCALED    
 HX1311* NAVD 88     -       826.035  (meters)    2710.08   (feet)  ADJUSTED  
 HX1311  ___________________________________________________________________
 HX1311  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HX1311  DYNAMIC HT  -         825.375 (meters)    2707.92  (feet)  COMP
 HX1311  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 HX1311
 HX1311  VERT ORDER  -  SECOND    CLASS 0
 HX1311
 HX1311.The horizontal coordinates were scaled from a topographic map and have
 HX1311.an estimated accuracy of +/- 6 seconds.
 HX1311
 HX1311.The orthometric height was determined by differential leveling
 HX1311.and adjusted by the National Geodetic Survey in June 1991..
 HX1311
 HX1311.The geoid height was determined by GEOID03.
 HX1311
 HX1311.The dynamic height is computed by dividing the NAVD 88
 HX1311.geopotential number by the normal gravity value computed on the
 HX1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1311.degrees latitude (g = 980.6199 gals.).
 HX1311
 HX1311.The modeled gravity was interpolated from observed gravity values.
 HX1311
 HX1311;                    North         East    Units  Estimated Accuracy
 HX1311;SPC WV S     -   134,180.      641,020.      MT  (+/- 180 meters Scaled)
 HX1311
 HX1311                          SUPERSEDED SURVEY CONTROL
 HX1311
 HX1311  NGVD 29 (??/??/92)  826.179  (m)         2710.56   (f) ADJ UNCH    2 0
 HX1311
 HX1311.Superseded values are not recommended for survey control.
 HX1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1311.See file dsdata.txt to determine how the superseded data were derived.
 HX1311
 HX1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC410290(NAD 83)
 HX1311_MARKER: DB = BENCH MARK DISK
 HX1311_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1311_SP_SET: UNSPECIFIED ROCK
 HX1311_STAMPING: B 239 1962
 HX1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1311
 HX1311  HISTORY     - Date     Condition        Report By
 HX1311  HISTORY     - 1962     MONUMENTED       CGS
 HX1311
 HX1311                          STATION DESCRIPTION
 HX1311
 HX1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1311'1.2 MI S FROM RICHWOOD.
 HX1311'ABOUT 1.2 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION
 HX1311'OF RIVERSIDE DRIVE AT RICHWOOD, AT THE JUNCTION OF A NARROW DIRT
 HX1311'ROAD LEADING NORTHEAST, IN THE YARD OF THE ABANDONED LITTLE
 HX1311'MOUNTAIN SCHOOL, SET IN THE TOP OF FLAT ROCK ABOUT 5 FEET
 HX1311'WIDE-BY-2 FEET HIGH ON THE SOUTHWEST SIDE AND SLOPES BACK UNDER
 HX1311'THE ROAD, 27 FEET SOUTH OF CENTER OF THE JUNCTION, 13 FEET
 HX1311'SOUTHWEST OF CENTER LINE OF ROAD, 1.7 FEET EAST OF WEST CORNER OF
 HX1311'ROCK, AND IS ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0459 ***********************************************************************
 JX0459  DESIGNATION -  B 24
 JX0459  PID         -  JX0459
 JX0459  STATE/COUNTY-  WV/WETZEL
 JX0459  USGS QUAD   -  PORTERS FALLS (1976)
 JX0459
 JX0459                         *CURRENT SURVEY CONTROL
 JX0459  ___________________________________________________________________
 JX0459* NAD 83(1986)-  39 36 18.     (N)    080 49 44.     (W)     SCALED    
 JX0459* NAVD 88     -       195.878  (meters)     642.64   (feet)  ADJUSTED  
 JX0459  ___________________________________________________________________
 JX0459  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JX0459  DYNAMIC HT  -         195.765 (meters)     642.27  (feet)  COMP
 JX0459  MODELED GRAV-     980,047.0   (mgal)                       NAVD 88
 JX0459
 JX0459  VERT ORDER  -  SECOND    CLASS 0
 JX0459
 JX0459.The horizontal coordinates were scaled from a topographic map and have
 JX0459.an estimated accuracy of +/- 6 seconds.
 JX0459
 JX0459.The orthometric height was determined by differential leveling
 JX0459.and adjusted by the National Geodetic Survey in June 1991..
 JX0459
 JX0459.The geoid height was determined by GEOID03.
 JX0459
 JX0459.The dynamic height is computed by dividing the NAVD 88
 JX0459.geopotential number by the normal gravity value computed on the
 JX0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0459.degrees latitude (g = 980.6199 gals.).
 JX0459
 JX0459.The modeled gravity was interpolated from observed gravity values.
 JX0459
 JX0459;                    North         East    Units  Estimated Accuracy
 JX0459;SPC WV N     -   123,520.      485,880.      MT  (+/- 180 meters Scaled)
 JX0459
 JX0459                          SUPERSEDED SURVEY CONTROL
 JX0459
 JX0459  NGVD 29 (??/??/92)  196.035  (m)          643.16   (f) ADJ UNCH    2 0
 JX0459
 JX0459.Superseded values are not recommended for survey control.
 JX0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0459.See file dsdata.txt to determine how the superseded data were derived.
 JX0459
 JX0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND146839(NAD 83)
 JX0459_MARKER: DB = BENCH MARK DISK
 JX0459_SETTING: 66 = SET IN ROCK OUTCROP
 JX0459_SP_SET: BOULDER
 JX0459_STAMPING: B 24 1935
 JX0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0459+STABILITY: POSITION/ELEVATION WELL
 JX0459
 JX0459  HISTORY     - Date     Condition        Report By
 JX0459  HISTORY     - 1935     MONUMENTED       CGS
 JX0459  HISTORY     - 1958     MARK NOT FOUND   USGS
 JX0459
 JX0459                          STATION DESCRIPTION
 JX0459
 JX0459'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JX0459'5.1 MI SE FROM NEW MARTINSVILLE.
 JX0459'5.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0459'THE STATION AT NEW MARTINSVILLE, WETZEL COUNTY, 54 FEET SOUTHEAST
 JX0459'OF MILEAGE 4.20, IN THE TOP OF A LARGE BOULDER, AND 18 FEET
 JX0459'NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD DISK, STAMPED B 24
 JX0459'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0989 ***********************************************************************
 HX0989  DESIGNATION -  B 240
 HX0989  PID         -  HX0989
 HX0989  STATE/COUNTY-  WV/WEBSTER
 HX0989  USGS QUAD   -  COWEN (1995)
 HX0989
 HX0989                         *CURRENT SURVEY CONTROL
 HX0989  ___________________________________________________________________
 HX0989* NAD 83(1986)-  38 24 15.     (N)    080 31 47.     (W)     SCALED    
 HX0989* NAVD 88     -       687.506  (meters)    2255.59   (feet)  ADJUSTED  
 HX0989  ___________________________________________________________________
 HX0989  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX0989  DYNAMIC HT  -         686.980 (meters)    2253.87  (feet)  COMP
 HX0989  MODELED GRAV-     979,839.8   (mgal)                       NAVD 88
 HX0989
 HX0989  VERT ORDER  -  SECOND    CLASS 0
 HX0989
 HX0989.The horizontal coordinates were scaled from a topographic map and have
 HX0989.an estimated accuracy of +/- 6 seconds.
 HX0989
 HX0989.The orthometric height was determined by differential leveling
 HX0989.and adjusted by the National Geodetic Survey in June 1991..
 HX0989
 HX0989.The geoid height was determined by GEOID03.
 HX0989
 HX0989.The dynamic height is computed by dividing the NAVD 88
 HX0989.geopotential number by the normal gravity value computed on the
 HX0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0989.degrees latitude (g = 980.6199 gals.).
 HX0989
 HX0989.The modeled gravity was interpolated from observed gravity values.
 HX0989
 HX0989;                    North         East    Units  Estimated Accuracy
 HX0989;SPC WV S     -   155,950.      641,080.      MT  (+/- 180 meters Scaled)
 HX0989
 HX0989                          SUPERSEDED SURVEY CONTROL
 HX0989
 HX0989  NGVD 29 (??/??/92)  687.659  (m)         2256.09   (f) ADJ UNCH    2 0
 HX0989
 HX0989.Superseded values are not recommended for survey control.
 HX0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0989.See file dsdata.txt to determine how the superseded data were derived.
 HX0989
 HX0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC410507(NAD 83)
 HX0989_MARKER: DB = BENCH MARK DISK
 HX0989_SETTING: 80 = SET IN A BOULDER
 HX0989_SP_SET: BOULDER
 HX0989_STAMPING: B 240 1962
 HX0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0989+STABILITY: SURFACE MOTION
 HX0989
 HX0989  HISTORY     - Date     Condition        Report By
 HX0989  HISTORY     - 1962     MONUMENTED       CGS
 HX0989
 HX0989                          STATION DESCRIPTION
 HX0989
 HX0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0989'1.8 MI E FROM COWEN.
 HX0989'ABOUT 1.35 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 HX0989'BAPTIST CHURCH AT COWEN, THENCE 0.45 MILE SOUTHEAST ALONG THE
 HX0989'WEST LEG OF WILLIAMS RIVER ROAD (OLD STATE HIGHWAY 20), ABOUT
 HX0989'82 YARDS NORTHWEST OF WEST CORNER OF 20 FOOT CONCRETE BRIDGE OVER
 HX0989'PRICE GLADE RUN, 49 FEET SOUTHWEST OF CENTER LINE OF ROAD, 27
 HX0989'FEET NORTHEAST OF NORTHEAST RAIL, ABOUT 8 FEET BELOW LEVEL OF
 HX0989'TRACK, AND SET ON TOP OF SOUTHWEST END OF A 21 FOOT LONG-BY-16
 HX0989'FOOT WIDE EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0979 ***********************************************************************
 HX0979  DESIGNATION -  B 241
 HX0979  PID         -  HX0979
 HX0979  STATE/COUNTY-  WV/WEBSTER
 HX0979  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0979
 HX0979                         *CURRENT SURVEY CONTROL
 HX0979  ___________________________________________________________________
 HX0979* NAD 83(1986)-  38 18 58.     (N)    080 28 40.     (W)     SCALED    
 HX0979* NAVD 88     -       727.242  (meters)    2385.96   (feet)  ADJUSTED  
 HX0979  ___________________________________________________________________
 HX0979  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HX0979  DYNAMIC HT  -         726.644 (meters)    2384.00  (feet)  COMP
 HX0979  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 HX0979
 HX0979  VERT ORDER  -  SECOND    CLASS 0
 HX0979
 HX0979.The horizontal coordinates were scaled from a topographic map and have
 HX0979.an estimated accuracy of +/- 6 seconds.
 HX0979
 HX0979.The orthometric height was determined by differential leveling
 HX0979.and adjusted by the National Geodetic Survey in June 1991..
 HX0979
 HX0979.The geoid height was determined by GEOID03.
 HX0979
 HX0979.The dynamic height is computed by dividing the NAVD 88
 HX0979.geopotential number by the normal gravity value computed on the
 HX0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0979.degrees latitude (g = 980.6199 gals.).
 HX0979
 HX0979.The modeled gravity was interpolated from observed gravity values.
 HX0979
 HX0979;                    North         East    Units  Estimated Accuracy
 HX0979;SPC WV S     -   146,200.      645,670.      MT  (+/- 180 meters Scaled)
 HX0979
 HX0979                          SUPERSEDED SURVEY CONTROL
 HX0979
 HX0979  NGVD 29 (??/??/92)  727.351  (m)         2386.32   (f) ADJ UNCH    2 0
 HX0979
 HX0979.Superseded values are not recommended for survey control.
 HX0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0979.See file dsdata.txt to determine how the superseded data were derived.
 HX0979
 HX0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC456410(NAD 83)
 HX0979_MARKER: DB = BENCH MARK DISK
 HX0979_SETTING: 80 = SET IN A BOULDER
 HX0979_SP_SET: BOULDER
 HX0979_STAMPING: B 241 1962
 HX0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0979+STABILITY: SURFACE MOTION
 HX0979
 HX0979  HISTORY     - Date     Condition        Report By
 HX0979  HISTORY     - 1962     MONUMENTED       CGS
 HX0979
 HX0979                          STATION DESCRIPTION
 HX0979
 HX0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0979'10.3 MI N FROM RICHWOOD.
 HX0979'0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 HX0979'AT RICHWOOD, THENCE ABOUT 2.4 MILES NORTH ALONG COUNTY ROAD 76,
 HX0979'THENCE ABOUT 7 MILES NORTH ALONG FOREST SERVICE ROAD 76 (A
 HX0979'GRADED ROAD), ON THE SOUTH SLOPE ABOUT 100 YARDS SOUTH OF THE
 HX0979'TOP OF A HILL, SET ON TOP OF THE NORTH CORNER OF A BOULDER ABOUT
 HX0979'20 FEET LONG BY 15 FEET WIDE PROJECTING 4 FEET ON THE EAST SIDE
 HX0979'AND 2 FEET ON THE WEST SIDE, 30 FEET WEST OF THE CENTER LINE
 HX0979'OF THE ROAD, 2.4 FEET SOUTHEAST OF THE NORTH CORNER OF THE ROCK,
 HX0979'0.9 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE BOULDER, AND
 HX0979'ABOUT 12 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0812 ***********************************************************************
 HX0812  DESIGNATION -  B 242
 HX0812  PID         -  HX0812
 HX0812  STATE/COUNTY-  WV/POCAHONTAS
 HX0812  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0812
 HX0812                         *CURRENT SURVEY CONTROL
 HX0812  ___________________________________________________________________
 HX0812* NAD 83(1986)-  38 15 29.     (N)    080 19 26.     (W)     SCALED    
 HX0812* NAVD 88     -       969.034  (meters)    3179.24   (feet)  ADJUSTED  
 HX0812  ___________________________________________________________________
 HX0812  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HX0812  DYNAMIC HT  -         968.213 (meters)    3176.55  (feet)  COMP
 HX0812  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 HX0812
 HX0812  VERT ORDER  -  SECOND    CLASS 0
 HX0812
 HX0812.The horizontal coordinates were scaled from a topographic map and have
 HX0812.an estimated accuracy of +/- 6 seconds.
 HX0812
 HX0812.The orthometric height was determined by differential leveling
 HX0812.and adjusted by the National Geodetic Survey in June 1991..
 HX0812
 HX0812.The geoid height was determined by GEOID03.
 HX0812
 HX0812.The dynamic height is computed by dividing the NAVD 88
 HX0812.geopotential number by the normal gravity value computed on the
 HX0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0812.degrees latitude (g = 980.6199 gals.).
 HX0812
 HX0812.The modeled gravity was interpolated from observed gravity values.
 HX0812
 HX0812;                    North         East    Units  Estimated Accuracy
 HX0812;SPC WV S     -   139,850.      659,170.      MT  (+/- 180 meters Scaled)
 HX0812
 HX0812                          SUPERSEDED SURVEY CONTROL
 HX0812
 HX0812  NGVD 29 (??/??/92)  969.109  (m)         3179.49   (f) ADJ UNCH    2 0
 HX0812
 HX0812.Superseded values are not recommended for survey control.
 HX0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0812.See file dsdata.txt to determine how the superseded data were derived.
 HX0812
 HX0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC591346(NAD 83)
 HX0812_MARKER: DB = BENCH MARK DISK
 HX0812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0812_SP_SET: ABUTMENT
 HX0812_STAMPING: B 245 1962
 HX0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0812
 HX0812  HISTORY     - Date     Condition        Report By
 HX0812  HISTORY     - 1962     MONUMENTED       CGS
 HX0812
 HX0812                          STATION DESCRIPTION
 HX0812
 HX0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0812'13.8 MI NW FROM MILL POINT.
 HX0812'6.7 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX0812'U.S. HIGHWAY 219 AT MILL POINT, THENCE 7.1 MILES NORTHWEST
 HX0812'ALONG FOREST SERVICE ROAD 102, AT THE JUNCTION OF FOREST SERVICE
 HX0812'ROAD 76 LEADING NORTHWEST AND NORTHEAST, ALONG ROAD 76 LEADING
 HX0812'NORTHWEST, SET ON TOP OF NORTHEAST END OF SOUTHEAST ABUTMENT
 HX0812'FOR 60 FOOT WOODEN FLOOR STEEL BRIDGE OVER NORTH FORK OF CRANBERRY
 HX0812'RIVER, 8 FEET NORTHEAST OF CENTER LINE OF ROAD, ABOUT LEVEL WITH
 HX0812'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0869 ***********************************************************************
 HX0869  DESIGNATION -  B 243
 HX0869  PID         -  HX0869
 HX0869  STATE/COUNTY-  WV/GREENBRIER
 HX0869  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0869
 HX0869                         *CURRENT SURVEY CONTROL
 HX0869  ___________________________________________________________________
 HX0869* NAD 83(1986)-  38 13 50.     (N)    080 25 00.     (W)     SCALED    
 HX0869* NAVD 88     -       939.795  (meters)    3083.31   (feet)  ADJUSTED  
 HX0869  ___________________________________________________________________
 HX0869  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HX0869  DYNAMIC HT  -         939.007 (meters)    3080.73  (feet)  COMP
 HX0869  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 HX0869
 HX0869  VERT ORDER  -  SECOND    CLASS 0
 HX0869
 HX0869.The horizontal coordinates were scaled from a topographic map and have
 HX0869.an estimated accuracy of +/- 6 seconds.
 HX0869
 HX0869.The orthometric height was determined by differential leveling
 HX0869.and adjusted by the National Geodetic Survey in June 1991..
 HX0869
 HX0869.The geoid height was determined by GEOID03.
 HX0869
 HX0869.The dynamic height is computed by dividing the NAVD 88
 HX0869.geopotential number by the normal gravity value computed on the
 HX0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0869.degrees latitude (g = 980.6199 gals.).
 HX0869
 HX0869.The modeled gravity was interpolated from observed gravity values.
 HX0869
 HX0869;                    North         East    Units  Estimated Accuracy
 HX0869;SPC WV S     -   136,740.      651,070.      MT  (+/- 180 meters Scaled)
 HX0869
 HX0869                          SUPERSEDED SURVEY CONTROL
 HX0869
 HX0869  NGVD 29 (??/??/92)  939.884  (m)         3083.60   (f) ADJ UNCH    2 0
 HX0869
 HX0869.Superseded values are not recommended for survey control.
 HX0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0869.See file dsdata.txt to determine how the superseded data were derived.
 HX0869
 HX0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC510315(NAD 83)
 HX0869_MARKER: DB = BENCH MARK DISK
 HX0869_SETTING: 66 = SET IN ROCK OUTCROP
 HX0869_SP_SET: ROCK LEDGE
 HX0869_STAMPING: B 243 1962
 HX0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0869+STABILITY: POSITION/ELEVATION WELL
 HX0869
 HX0869  HISTORY     - Date     Condition        Report By
 HX0869  HISTORY     - 1962     MONUMENTED       CGS
 HX0869
 HX0869                          STATION DESCRIPTION
 HX0869
 HX0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0869'10.7 MI E FROM RICHWOOD.
 HX0869'10.7 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 HX0869'RICHWOOD, ABOUT 85 YARDS SOUTHWEST OF THE CENTER OF WINDY RUN, SET
 HX0869'ON TOP OF A SLOPING ROCK LEDGE THAT IS ABOUT 6-FOOT LONG AND 2-FOOT
 HX0869'WIDE WHICH IS AT THE BASE OF A ROCK CUT, ABOUT 110 FEET NORTHEAST
 HX0869'OF THE SOUTHWEST END OF THE ROCK PART OF THE CUT, 18 FEET NORTHWEST
 HX0869'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF THE NORTH CORNER
 HX0869'OF THE ROCK, 0.3 FOOT WEST OF THE EAST EDGE OF THE ROCK, AND ABOUT
 HX0869'1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0938 ***********************************************************************
 HX0938  DESIGNATION -  B 244
 HX0938  PID         -  HX0938
 HX0938  STATE/COUNTY-  WV/GREENBRIER
 HX0938  USGS QUAD   -  TROUT (1995)
 HX0938
 HX0938                         *CURRENT SURVEY CONTROL
 HX0938  ___________________________________________________________________
 HX0938* NAD 83(1986)-  38 04 04.     (N)    080 26 41.     (W)     SCALED    
 HX0938* NAVD 88     -       805.843  (meters)    2643.84   (feet)  ADJUSTED  
 HX0938  ___________________________________________________________________
 HX0938  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HX0938  DYNAMIC HT  -         805.143 (meters)    2641.54  (feet)  COMP
 HX0938  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 HX0938
 HX0938  VERT ORDER  -  SECOND    CLASS 0
 HX0938
 HX0938.The horizontal coordinates were scaled from a topographic map and have
 HX0938.an estimated accuracy of +/- 6 seconds.
 HX0938
 HX0938.The orthometric height was determined by differential leveling
 HX0938.and adjusted by the National Geodetic Survey in June 1991..
 HX0938
 HX0938.The geoid height was determined by GEOID03.
 HX0938
 HX0938.The dynamic height is computed by dividing the NAVD 88
 HX0938.geopotential number by the normal gravity value computed on the
 HX0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0938.degrees latitude (g = 980.6199 gals.).
 HX0938
 HX0938.The modeled gravity was interpolated from observed gravity values.
 HX0938
 HX0938;                    North         East    Units  Estimated Accuracy
 HX0938;SPC WV S     -   118,660.      648,720.      MT  (+/- 180 meters Scaled)
 HX0938
 HX0938                          SUPERSEDED SURVEY CONTROL
 HX0938
 HX0938  NGVD 29 (??/??/92)  805.927  (m)         2644.11   (f) ADJ UNCH    2 0
 HX0938
 HX0938.Superseded values are not recommended for survey control.
 HX0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0938.See file dsdata.txt to determine how the superseded data were derived.
 HX0938
 HX0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC487134(NAD 83)
 HX0938_MARKER: DB = BENCH MARK DISK
 HX0938_SETTING: 80 = SET IN A BOULDER
 HX0938_SP_SET: BOULDER
 HX0938_STAMPING: B 244 1962
 HX0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0938+STABILITY: SURFACE MOTION
 HX0938
 HX0938  HISTORY     - Date     Condition        Report By
 HX0938  HISTORY     - 1962     MONUMENTED       CGS
 HX0938
 HX0938                          STATION DESCRIPTION
 HX0938
 HX0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0938'3.5 MI SW FROM LEONARD.
 HX0938'3.3 MILES SOUTHWEST ALONG SPRING CREEK ROAD FROM THE SCHOOL
 HX0938'AT LEONARD, THENCE 0.2 MILE NORTHWEST ALONG AN ABANDONED ROAD
 HX0938'THAT FOLLOWS SPRING CREEK, ON THE SOUTHEAST SLOPE OF A SHORT STEEP
 HX0938'HILL, ON TOP OF THE EAST CORNER OF A ROCK THAT IS TRIANGULAR
 HX0938'SHAPED WITH 10-FOOT SIDES AND IS 4-FOOT HIGH ON THE WEST SIDE
 HX0938'AND AT GROUND LEVEL ON THE EAST SIDE, 12 FEET EAST OF THE CENTER
 HX0938'LINE OF THE ROAD, 3 FEET WEST OF THE EAST CORNER OF THE ROCK, AND
 HX0938'ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0606 ***********************************************************************
 HX0606  DESIGNATION -  B 245
 HX0606  PID         -  HX0606
 HX0606  STATE/COUNTY-  WV/POCAHONTAS
 HX0606  USGS QUAD   -  MARLINTON (1995)
 HX0606
 HX0606                         *CURRENT SURVEY CONTROL
 HX0606  ___________________________________________________________________
 HX0606* NAD 83(1986)-  38 14 27.     (N)    080 05 24.     (W)     SCALED    
 HX0606* NAVD 88     -       657.108  (meters)    2155.86   (feet)  ADJUSTED  
 HX0606  ___________________________________________________________________
 HX0606  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HX0606  DYNAMIC HT  -         656.579 (meters)    2154.13  (feet)  COMP
 HX0606  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 HX0606
 HX0606  VERT ORDER  -  FIRST     CLASS II
 HX0606
 HX0606.The horizontal coordinates were scaled from a topographic map and have
 HX0606.an estimated accuracy of +/- 6 seconds.
 HX0606
 HX0606.The orthometric height was determined by differential leveling
 HX0606.and adjusted by the National Geodetic Survey in June 1991..
 HX0606
 HX0606.The geoid height was determined by GEOID03.
 HX0606
 HX0606.The dynamic height is computed by dividing the NAVD 88
 HX0606.geopotential number by the normal gravity value computed on the
 HX0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0606.degrees latitude (g = 980.6199 gals.).
 HX0606
 HX0606.The modeled gravity was interpolated from observed gravity values.
 HX0606
 HX0606;                    North         East    Units  Estimated Accuracy
 HX0606;SPC WV S     -   138,110.      679,660.      MT  (+/- 180 meters Scaled)
 HX0606
 HX0606                          SUPERSEDED SURVEY CONTROL
 HX0606
 HX0606  NGVD 29 (??/??/92)  657.183  (m)         2156.11   (f) ADJ UNCH    1 2
 HX0606
 HX0606.Superseded values are not recommended for survey control.
 HX0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0606.See file dsdata.txt to determine how the superseded data were derived.
 HX0606
 HX0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC796329(NAD 83)
 HX0606_MARKER: DB = BENCH MARK DISK
 HX0606_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX0606_STAMPING: B 245 1962
 HX0606_MARK LOGO: CGS   
 HX0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0606+STABILITY: SURFACE MOTION
 HX0606
 HX0606  HISTORY     - Date     Condition        Report By
 HX0606  HISTORY     - 1962     MONUMENTED       CGS
 HX0606  HISTORY     - 1983     GOOD             NGS
 HX0606
 HX0606                          STATION DESCRIPTION
 HX0606
 HX0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0606'1.2 MI N FROM MARLINTON.
 HX0606'1.15 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST END
 HX0606'OF STATE HIGHWAY 39 BRIDGE OVER GREENBRIER RIVER AT MARLINTON, AT
 HX0606'CAMBELLTOWN, SET ON TOP OF THE WEST END OF THE SOUTH CONCRETE
 HX0606'ABUTMENT OF THE HIGHWAY BRIDGE OVER STONY CREEK, 13 FEET WEST OF
 HX0606'THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE WEST END
 HX0606'OF THE ABUTMENT, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE
 HX0606'HIGHWAY.
 HX0606
 HX0606                          STATION RECOVERY (1983)
 HX0606
 HX0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0750 ***********************************************************************
 HX0750  DESIGNATION -  B 246
 HX0750  PID         -  HX0750
 HX0750  STATE/COUNTY-  WV/WEBSTER
 HX0750  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0750
 HX0750                         *CURRENT SURVEY CONTROL
 HX0750  ___________________________________________________________________
 HX0750* NAD 83(1986)-  38 21 53.     (N)    080 25 41.     (W)     SCALED    
 HX0750* NAVD 88     -       692.301  (meters)    2271.32   (feet)  ADJUSTED  
 HX0750  ___________________________________________________________________
 HX0750  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HX0750  DYNAMIC HT  -         691.754 (meters)    2269.53  (feet)  COMP
 HX0750  MODELED GRAV-     979,816.6   (mgal)                       NAVD 88
 HX0750
 HX0750  VERT ORDER  -  SECOND    CLASS 0
 HX0750
 HX0750.The horizontal coordinates were scaled from a topographic map and have
 HX0750.an estimated accuracy of +/- 6 seconds.
 HX0750
 HX0750.The orthometric height was determined by differential leveling
 HX0750.and adjusted by the National Geodetic Survey in June 1991..
 HX0750
 HX0750.The geoid height was determined by GEOID03.
 HX0750
 HX0750.The dynamic height is computed by dividing the NAVD 88
 HX0750.geopotential number by the normal gravity value computed on the
 HX0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0750.degrees latitude (g = 980.6199 gals.).
 HX0750
 HX0750.The modeled gravity was interpolated from observed gravity values.
 HX0750
 HX0750;                    North         East    Units  Estimated Accuracy
 HX0750;SPC WV S     -   151,620.      649,980.      MT  (+/- 180 meters Scaled)
 HX0750
 HX0750                          SUPERSEDED SURVEY CONTROL
 HX0750
 HX0750  NGVD 29 (??/??/92)  692.429  (m)         2271.74   (f) ADJ UNCH    2 0
 HX0750
 HX0750.Superseded values are not recommended for survey control.
 HX0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0750.See file dsdata.txt to determine how the superseded data were derived.
 HX0750
 HX0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC499464(NAD 83)
 HX0750_MARKER: DB = BENCH MARK DISK
 HX0750_SETTING: 66 = SET IN ROCK OUTCROP
 HX0750_SP_SET: ROCK LEDGE
 HX0750_STAMPING: B 246 1962
 HX0750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0750+STABILITY: POSITION/ELEVATION WELL
 HX0750
 HX0750  HISTORY     - Date     Condition        Report By
 HX0750  HISTORY     - 1962     MONUMENTED       CGS
 HX0750
 HX0750                          STATION DESCRIPTION
 HX0750
 HX0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0750'2.6 MI SE FROM DYER.
 HX0750'2.6 MILES SOUTHEAST ALONG WILLIAMS RIVER BLACK TOP ROAD FROM
 HX0750'THE DYER METHODIST CHURCH AT DYER, ABOUT 0.55 MILES NORTHWEST
 HX0750'OF JUNCTION OF ROAD AND BRIDGE ACROSS WILLIAMS RIVER AT THE
 HX0750'CRICHTON MINE COAL TIPPLE, SET VERTICALLY IN THE SOUTHWEST
 HX0750'FACE OF 6-FOOT BY 4-FOOT ROCK LEDGE PROJECTING OUT OF THE
 HX0750'NORTHEAST ROAD BANK AT JUNCTION OF SOUTHEAST LEG OF ROAD LEADING
 HX0750'EAST TO CRICHTON NO. 5 COAL MINE, 15 FEET NORTHEAST OF THE CENTER
 HX0750'LINE OF THE BLACK TOP ROAD, 166 FEET SOUTHEAST OF THE CENTER
 HX0750'LINE OF THE JUNCTION OF THE SOUTHEAST LEG OF A ROAD LEADING EAST,
 HX0750'0.6 FEET NORTHWEST OF SOUTHEAST END OF ROCK LEDGE, ABOUT 2 FEET
 HX0750'ABOVE THE ROAD AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0778 ***********************************************************************
 HX0778  DESIGNATION -  B 247
 HX0778  PID         -  HX0778
 HX0778  STATE/COUNTY-  WV/POCAHONTAS
 HX0778  USGS QUAD   -  WOODROW (1995)
 HX0778
 HX0778                         *CURRENT SURVEY CONTROL
 HX0778  ___________________________________________________________________
 HX0778* NAD 83(1986)-  38 18 23.     (N)    080 11 02.     (W)     SCALED    
 HX0778* NAVD 88     -       954.824  (meters)    3132.62   (feet)  ADJUSTED  
 HX0778  ___________________________________________________________________
 HX0778  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HX0778  DYNAMIC HT  -         954.023 (meters)    3129.99  (feet)  COMP
 HX0778  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 HX0778
 HX0778  VERT ORDER  -  SECOND    CLASS 0
 HX0778
 HX0778.The horizontal coordinates were scaled from a topographic map and have
 HX0778.an estimated accuracy of +/- 6 seconds.
 HX0778
 HX0778.The orthometric height was determined by differential leveling
 HX0778.and adjusted by the National Geodetic Survey in June 1991..
 HX0778
 HX0778.The geoid height was determined by GEOID03.
 HX0778
 HX0778.The dynamic height is computed by dividing the NAVD 88
 HX0778.geopotential number by the normal gravity value computed on the
 HX0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0778.degrees latitude (g = 980.6199 gals.).
 HX0778
 HX0778.The modeled gravity was interpolated from observed gravity values.
 HX0778
 HX0778;                    North         East    Units  Estimated Accuracy
 HX0778;SPC WV S     -   145,310.      671,380.      MT  (+/- 180 meters Scaled)
 HX0778
 HX0778                          SUPERSEDED SURVEY CONTROL
 HX0778
 HX0778  NGVD 29 (??/??/92)  954.886  (m)         3132.82   (f) ADJ UNCH    2 0
 HX0778
 HX0778.Superseded values are not recommended for survey control.
 HX0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0778.See file dsdata.txt to determine how the superseded data were derived.
 HX0778
 HX0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC713401(NAD 83)
 HX0778_MARKER: DB = BENCH MARK DISK
 HX0778_SETTING: 66 = SET IN ROCK OUTCROP
 HX0778_SP_SET: ROCK CUT
 HX0778_STAMPING: B 247 1962
 HX0778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0778+STABILITY: POSITION/ELEVATION WELL
 HX0778
 HX0778  HISTORY     - Date     Condition        Report By
 HX0778  HISTORY     - 1962     MONUMENTED       CGS
 HX0778
 HX0778                          STATION DESCRIPTION
 HX0778
 HX0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0778'2.1 MI NW FROM WOODROW.
 HX0778'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0778'AT WOODROW, THENCE ABOUT 0.75 MILE NORTHWEST ALONG A U.S. FORESTRY
 HX0778'ROAD 76, 1.55 MILES SOUTHEAST OF THE EAST END OF A CONCRETE
 HX0778'BRIDGE ACROSS THE WILLIAMS RIVER AT THE ENTRANCE TO THE MONONGAHELA
 HX0778'NATIONAL FOREST, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK
 HX0778'CUT ABOUT 50 YARDS LONG AND 6 FEET HIGH ON THE INSIDE OF A CURVE
 HX0778'NORTHWEST BY SOUTH, 18 FEET WEST OF THE CENTER LINE OF THE ROAD.
 HX0778'6 FEET NORTH OF THE SOUTH END OF THE ROCK CUT, 30 1/2 FEET WEST
 HX0778'OF AND ACROSS THE ROAD FROM THE EDGE OF THE WEST BANK OF LAUREL
 HX0778'CREEK THAT PARALLELS THE ROAD, ABOUT 3 FEET ABOVE THE LEVEL OF
 HX0778'THE ROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0601 ***********************************************************************
 HX0601  DESIGNATION -  B 248
 HX0601  PID         -  HX0601
 HX0601  STATE/COUNTY-  WV/POCAHONTAS
 HX0601  USGS QUAD   -  MARLINTON (1995)
 HX0601
 HX0601                         *CURRENT SURVEY CONTROL
 HX0601  ___________________________________________________________________
 HX0601* NAD 83(1986)-  38 14 17.     (N)    080 05 15.     (W)     SCALED    
 HX0601* NAVD 88     -       651.063  (meters)    2136.03   (feet)  ADJUSTED  
 HX0601  ___________________________________________________________________
 HX0601  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX0601  DYNAMIC HT  -         650.538 (meters)    2134.31  (feet)  COMP
 HX0601  MODELED GRAV-     979,801.4   (mgal)                       NAVD 88
 HX0601
 HX0601  VERT ORDER  -  FIRST     CLASS II
 HX0601
 HX0601.The horizontal coordinates were scaled from a topographic map and have
 HX0601.an estimated accuracy of +/- 6 seconds.
 HX0601
 HX0601.The orthometric height was determined by differential leveling
 HX0601.and adjusted by the National Geodetic Survey in June 1991..
 HX0601
 HX0601.The geoid height was determined by GEOID03.
 HX0601
 HX0601.The dynamic height is computed by dividing the NAVD 88
 HX0601.geopotential number by the normal gravity value computed on the
 HX0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0601.degrees latitude (g = 980.6199 gals.).
 HX0601
 HX0601.The modeled gravity was interpolated from observed gravity values.
 HX0601
 HX0601;                    North         East    Units  Estimated Accuracy
 HX0601;SPC WV S     -   137,800.      679,880.      MT  (+/- 180 meters Scaled)
 HX0601
 HX0601                          SUPERSEDED SURVEY CONTROL
 HX0601
 HX0601  NGVD 29 (??/??/92)  651.139  (m)         2136.28   (f) ADJ UNCH    1 2
 HX0601
 HX0601.Superseded values are not recommended for survey control.
 HX0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0601.See file dsdata.txt to determine how the superseded data were derived.
 HX0601
 HX0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC798326(NAD 83)
 HX0601_MARKER: DB = BENCH MARK DISK
 HX0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0601_STAMPING: B 248 1962
 HX0601_MARK LOGO: CGS   
 HX0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0601+STABILITY: SURFACE MOTION
 HX0601
 HX0601  HISTORY     - Date     Condition        Report By
 HX0601  HISTORY     - 1962     MONUMENTED       CGS
 HX0601  HISTORY     - 1983     GOOD             NGS
 HX0601
 HX0601                          STATION DESCRIPTION
 HX0601
 HX0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0601'1 MI N FROM MARLINTON.
 HX0601'0.95 MILE NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST END
 HX0601'OF THE STATE HIGHWAY BRIDGE OVER THE GREENBRIER RIVER AT MARLINTON,
 HX0601'AT THE STATE ROAD COMMISSION BUILDING, AT THE JUNCTION OF A
 HX0601'BLACK TOP ROAD LEADING NORTHEAST, 37 FEET EAST OF THE CENTER LINE
 HX0601'OF STATE HIGHWAY 39, 53 FEET NORTHEAST OF THE CENTER OF THE
 HX0601'JUNCTION, 39 1/2 FEET NORTH OF THE CENTER LINE OF THE BLACK TOP
 HX0601'ROAD, 13 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATE
 HX0601'ROAD COMMISSION WHITE STONE BUILDING, 13 FEET WEST OF A STEEL
 HX0601'FENCE AROUND THE SOUTH ENTRANCE TO THE BUILDING AND PARKING LOT,
 HX0601'3 1/2 FEET SOUTH OF A POWER LINE POLE, ABOUT 1 FOOT ABOVE
 HX0601'THE LEVEL OF THE HIGHWAY, 1.2 FEET NORTH OF A STEEL WITNESS POST,
 HX0601'AND SET IN THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 1 INCH.
 HX0601
 HX0601                          STATION RECOVERY (1983)
 HX0601
 HX0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0850 ***********************************************************************
 HX0850  DESIGNATION -  B 249
 HX0850  PID         -  HX0850
 HX0850  STATE/COUNTY-  WV/POCAHONTAS
 HX0850  USGS QUAD   -  HILLSBORO (1995)
 HX0850
 HX0850                         *CURRENT SURVEY CONTROL
 HX0850  ___________________________________________________________________
 HX0850* NAD 83(1986)-  38 11 10.     (N)    080 14 19.     (W)     SCALED    
 HX0850* NAVD 88     -       920.089  (meters)    3018.66   (feet)  ADJUSTED  
 HX0850  ___________________________________________________________________
 HX0850  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HX0850  DYNAMIC HT  -         919.304 (meters)    3016.08  (feet)  COMP
 HX0850  MODELED GRAV-     979,743.5   (mgal)                       NAVD 88
 HX0850
 HX0850  VERT ORDER  -  SECOND    CLASS 0
 HX0850
 HX0850.The horizontal coordinates were scaled from a topographic map and have
 HX0850.an estimated accuracy of +/- 6 seconds.
 HX0850
 HX0850.The orthometric height was determined by differential leveling
 HX0850.and adjusted by the National Geodetic Survey in June 1991..
 HX0850
 HX0850.The geoid height was determined by GEOID03.
 HX0850
 HX0850.The dynamic height is computed by dividing the NAVD 88
 HX0850.geopotential number by the normal gravity value computed on the
 HX0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0850.degrees latitude (g = 980.6199 gals.).
 HX0850
 HX0850.The modeled gravity was interpolated from observed gravity values.
 HX0850
 HX0850;                    North         East    Units  Estimated Accuracy
 HX0850;SPC WV S     -   131,920.      666,700.      MT  (+/- 180 meters Scaled)
 HX0850
 HX0850                          SUPERSEDED SURVEY CONTROL
 HX0850
 HX0850  NGVD 29 (??/??/92)  920.156  (m)         3018.88   (f) ADJ UNCH    2 0
 HX0850
 HX0850.Superseded values are not recommended for survey control.
 HX0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0850.See file dsdata.txt to determine how the superseded data were derived.
 HX0850
 HX0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC666267(NAD 83)
 HX0850_MARKER: DB = BENCH MARK DISK
 HX0850_SETTING: 66 = SET IN ROCK OUTCROP
 HX0850_SP_SET: ROCK LEDGE
 HX0850_STAMPING: B 249 1962
 HX0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0850+STABILITY: POSITION/ELEVATION WELL
 HX0850
 HX0850  HISTORY     - Date     Condition        Report By
 HX0850  HISTORY     - 1962     MONUMENTED       CGS
 HX0850
 HX0850                          STATION DESCRIPTION
 HX0850
 HX0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0850'4.2 MI NW FROM MILL POINT.
 HX0850'4.25 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX0850'OF U.S. HIGHWAY 219 AT MILL POINT, ABOUT 0.55 MILE SOUTH OF A
 HX0850'POINT WHERE THE HIGHWAY MAKES A SHARP SWITCH BACK CURVE, SET
 HX0850'VERTICALLY IN THE WEST FACE OF A ROCK LEDGE THAT IS ABOUT 20-FOOT
 HX0850'LONG AND 4-FOOT WIDE AND IS A PART OF A SMALL ROCK CUT, 18 1/2
 HX0850'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET NORTH OF THE
 HX0850'SOUTH END OF THE ROCK LEDGE, 70 FEET NORTH OF THE SOUTH END OF THE
 HX0850'CUT, ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2 FEET
 HX0850'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0894 ***********************************************************************
 HX0894  DESIGNATION -  B 250
 HX0894  PID         -  HX0894
 HX0894  STATE/COUNTY-  WV/GREENBRIER
 HX0894  USGS QUAD   -  DROOP (1995)
 HX0894
 HX0894                         *CURRENT SURVEY CONTROL
 HX0894  ___________________________________________________________________
 HX0894* NAD 83(1986)-  38 05 45.     (N)    080 20 55.     (W)     SCALED    
 HX0894* NAVD 88     -       719.151  (meters)    2359.41   (feet)  ADJUSTED  
 HX0894  ___________________________________________________________________
 HX0894  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HX0894  DYNAMIC HT  -         718.559 (meters)    2357.47  (feet)  COMP
 HX0894  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 HX0894
 HX0894  VERT ORDER  -  SECOND    CLASS 0
 HX0894
 HX0894.The horizontal coordinates were scaled from a topographic map and have
 HX0894.an estimated accuracy of +/- 6 seconds.
 HX0894
 HX0894.The orthometric height was determined by differential leveling
 HX0894.and adjusted by the National Geodetic Survey in June 1991..
 HX0894
 HX0894.The geoid height was determined by GEOID03.
 HX0894
 HX0894.The dynamic height is computed by dividing the NAVD 88
 HX0894.geopotential number by the normal gravity value computed on the
 HX0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0894.degrees latitude (g = 980.6199 gals.).
 HX0894
 HX0894.The modeled gravity was interpolated from observed gravity values.
 HX0894
 HX0894;                    North         East    Units  Estimated Accuracy
 HX0894;SPC WV S     -   121,830.      657,130.      MT  (+/- 180 meters Scaled)
 HX0894
 HX0894                          SUPERSEDED SURVEY CONTROL
 HX0894
 HX0894  NGVD 29 (??/??/92)  719.260  (m)         2359.77   (f) ADJ UNCH    2 0
 HX0894
 HX0894.Superseded values are not recommended for survey control.
 HX0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0894.See file dsdata.txt to determine how the superseded data were derived.
 HX0894
 HX0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC571166(NAD 83)
 HX0894_MARKER: DB = BENCH MARK DISK
 HX0894_SETTING: 66 = SET IN ROCK OUTCROP
 HX0894_SP_SET: ROCK OUTCROP
 HX0894_STAMPING: B 250 1962
 HX0894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0894+STABILITY: POSITION/ELEVATION WELL
 HX0894
 HX0894  HISTORY     - Date     Condition        Report By
 HX0894  HISTORY     - 1962     MONUMENTED       CGS
 HX0894  HISTORY     - 1983     GOOD             NGS
 HX0894  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0894
 HX0894                          STATION DESCRIPTION
 HX0894
 HX0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0894'8.8 MI SW FROM LOBELIA.
 HX0894'4.15 MILES SOUTH ALONG BLACK TOP ROAD FROM THE JUNCTION OF A
 HX0894'GRADED ROAD AT LOBELIA, THENCE ABOUT 4.7 MILES SOUTHWEST BY
 HX0894'WEST ALONG BLACK TOP AND GRADED ROAD, ABOUT 0.25 MILES NORTH
 HX0894'OF THE JUNCTION OF A GRADED ROAD UP ROBBINS RUN, ABOUT 0.15
 HX0894'MILE NORTH OF THE BELUAH METHODIST CHURCH, ABOUT 0.35 MILES
 HX0894'SOUTH OF THE POCAHONTAS COUNTY LINE SIGN, SET ON TOP OF THE
 HX0894'SOUTHEAST EDGE OF A LARGE ROCK OUTCROP ON THE EAST BANK OF
 HX0894'BOGGS RUN, PROJECTING ACROSS THE RUN, 22 1/2 FEET WEST OF THE
 HX0894'CENTER LINE OF THE ROAD, 52 FEET NORTH OF NORTHWEST OF THE
 HX0894'NORTHWEST CORNER OF A 20 FOOT WOODEN BRIDGE ACROSS BOGGS RUN, 1
 HX0894'FOOT NORTHWEST OF A OLD WOODEN RAIL FENCE, 7 1/2 FEET NORTHWEST
 HX0894'OF THE SOUTHEAST EDGE OF THE ROCK, AND ABOUT LEVEL WITH THE
 HX0894'ROAD.
 HX0894
 HX0894                          STATION RECOVERY (1983)
 HX0894
 HX0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0894'RECOVERED IN GOOD CONDITION.
 HX0894
 HX0894                          STATION RECOVERY (1983)
 HX0894
 HX0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0913 ***********************************************************************
 HX0913  DESIGNATION -  B 251
 HX0913  PID         -  HX0913
 HX0913  STATE/COUNTY-  WV/POCAHONTAS
 HX0913  USGS QUAD   -  LOBELIA (1995)
 HX0913
 HX0913                         *CURRENT SURVEY CONTROL
 HX0913  ___________________________________________________________________
 HX0913* NAD 83(1986)-  38 09 15.     (N)    080 15 18.     (W)     SCALED    
 HX0913* NAVD 88     -       901.452  (meters)    2957.51   (feet)  ADJUSTED  
 HX0913  ___________________________________________________________________
 HX0913  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HX0913  DYNAMIC HT  -         900.690 (meters)    2955.01  (feet)  COMP
 HX0913  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 HX0913
 HX0913  VERT ORDER  -  SECOND    CLASS 0
 HX0913
 HX0913.The horizontal coordinates were scaled from a topographic map and have
 HX0913.an estimated accuracy of +/- 6 seconds.
 HX0913
 HX0913.The orthometric height was determined by differential leveling
 HX0913.and adjusted by the National Geodetic Survey in June 1991..
 HX0913
 HX0913.The geoid height was determined by GEOID03.
 HX0913
 HX0913.The dynamic height is computed by dividing the NAVD 88
 HX0913.geopotential number by the normal gravity value computed on the
 HX0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0913.degrees latitude (g = 980.6199 gals.).
 HX0913
 HX0913.The modeled gravity was interpolated from observed gravity values.
 HX0913
 HX0913;                    North         East    Units  Estimated Accuracy
 HX0913;SPC WV S     -   128,360.      665,290.      MT  (+/- 180 meters Scaled)
 HX0913
 HX0913                          SUPERSEDED SURVEY CONTROL
 HX0913
 HX0913  NGVD 29 (??/??/92)  901.535  (m)         2957.79   (f) ADJ UNCH    2 0
 HX0913
 HX0913.Superseded values are not recommended for survey control.
 HX0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0913.See file dsdata.txt to determine how the superseded data were derived.
 HX0913
 HX0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC652231(NAD 83)
 HX0913_MARKER: DB = BENCH MARK DISK
 HX0913_SETTING: 66 = SET IN ROCK OUTCROP
 HX0913_SP_SET: ROCK LEDGE
 HX0913_STAMPING: B 251 1962
 HX0913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0913+STABILITY: POSITION/ELEVATION WELL
 HX0913
 HX0913  HISTORY     - Date     Condition        Report By
 HX0913  HISTORY     - 1962     MONUMENTED       CGS
 HX0913
 HX0913                          STATION DESCRIPTION
 HX0913
 HX0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0913'3.6 MI NE FROM LOBELIA.
 HX0913'3.65 MILES NORTHEAST ALONG BLACK TOP ROAD FROM THE JUNCTION OF
 HX0913'A GRADED ROAD AT LOBELIA, SET VERTICALLY ON THE SOUTHWEST FACE OF
 HX0913'A 18-BY 3-FOOT ROCK LEDGE ON THE NORTH END OF A LONG ROCK OUT AT
 HX0913'THE JUNCTION OF A GRADED ROAD LEADING EAST AT A POINT WHERE THE
 HX0913'BLACK TOP ROAD MAKES A SHARP TURN FROM SOUTH TO SOUTHEAST, 18.5
 HX0913'FEET NORTHEAST OF THE CENTER LINE OF THE BLACK TOP ROAD, 174
 HX0913'FEET SOUTHEAST OF THE CENTER LINE OF THE JUNCTION OF GRADED
 HX0913'ROAD, 187 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 15 FOOT
 HX0913'WOODEN BRIDGE OVER MILLSTONE CREEK, 32 FEET SOUTHEAST OF THE
 HX0913'NORTHWEST END OF THE ROCK OUT, ABOUT 1 1/2 FEET ABOVE THE GROUND,
 HX0913'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0927 ***********************************************************************
 HX0927  DESIGNATION -  B 252
 HX0927  PID         -  HX0927
 HX0927  STATE/COUNTY-  WV/POCAHONTAS
 HX0927  USGS QUAD   -  DROOP (1995)
 HX0927
 HX0927                         *CURRENT SURVEY CONTROL
 HX0927  ___________________________________________________________________
 HX0927* NAD 83(1986)-  38 05 07.     (N)    080 16 47.     (W)     SCALED    
 HX0927* NAVD 88     -       955.690  (meters)    3135.46   (feet)  ADJUSTED  
 HX0927  ___________________________________________________________________
 HX0927  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HX0927  DYNAMIC HT  -         954.885 (meters)    3132.82  (feet)  COMP
 HX0927  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 HX0927
 HX0927  VERT ORDER  -  FIRST     CLASS II
 HX0927
 HX0927.The horizontal coordinates were scaled from a topographic map and have
 HX0927.an estimated accuracy of +/- 6 seconds.
 HX0927
 HX0927.The orthometric height was determined by differential leveling
 HX0927.and adjusted by the National Geodetic Survey in June 1991..
 HX0927
 HX0927.The geoid height was determined by GEOID03.
 HX0927
 HX0927.The dynamic height is computed by dividing the NAVD 88
 HX0927.geopotential number by the normal gravity value computed on the
 HX0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0927.degrees latitude (g = 980.6199 gals.).
 HX0927
 HX0927.The modeled gravity was interpolated from observed gravity values.
 HX0927
 HX0927;                    North         East    Units  Estimated Accuracy
 HX0927;SPC WV S     -   120,700.      663,190.      MT  (+/- 180 meters Scaled)
 HX0927
 HX0927                          SUPERSEDED SURVEY CONTROL
 HX0927
 HX0927  NGVD 29 (??/??/92)  955.785  (m)         3135.77   (f) ADJ UNCH    1 2
 HX0927
 HX0927.Superseded values are not recommended for survey control.
 HX0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0927.See file dsdata.txt to determine how the superseded data were derived.
 HX0927
 HX0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC631155(NAD 83)
 HX0927_MARKER: DB = BENCH MARK DISK
 HX0927_SETTING: 80 = SET IN A BOULDER
 HX0927_SP_SET: BOULDER
 HX0927_STAMPING: B 252 1962
 HX0927_MARK LOGO: CGS   
 HX0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0927+STABILITY: SURFACE MOTION
 HX0927
 HX0927  HISTORY     - Date     Condition        Report By
 HX0927  HISTORY     - 1962     MONUMENTED       CGS
 HX0927  HISTORY     - 1983     GOOD             NGS
 HX0927
 HX0927                          STATION DESCRIPTION
 HX0927
 HX0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0927'0.9 MI NE FROM DROOP.
 HX0927'0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 HX0927'AT DROOP, SET ON TOP OF A ROCK BOULDER THAT IS ABOUT 12-BY
 HX0927'15-FOOT LONG THAT IS IN A WOODS PASTURE FIELD, AT THE SOUTHWEST
 HX0927'END OF THE BOULDER, 52 1/2 FEET NORTHWEST OF THE CENTER LINE
 HX0927'OF THE HIGHWAY, 43 FEET NORTH OF A RAIL FENCE CORNER, 67 1/2 FEET
 HX0927'SOUTHWEST OF A 24-INCH SPRUCE TREE, AND ABOUT 2 1/2 FEET ABOVE
 HX0927'THE LEVEL OF THE HIGHWAY.
 HX0927
 HX0927                          STATION RECOVERY (1983)
 HX0927
 HX0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0649 ***********************************************************************
 HX0649  DESIGNATION -  B 253
 HX0649  PID         -  HX0649
 HX0649  STATE/COUNTY-  WV/POCAHONTAS
 HX0649  USGS QUAD   -  EDRAY (1995)
 HX0649
 HX0649                         *CURRENT SURVEY CONTROL
 HX0649  ___________________________________________________________________
 HX0649* NAD 83(1986)-  38 21 04.     (N)    080 00 41.     (W)     SCALED    
 HX0649* NAVD 88     -       740.252  (meters)    2428.64   (feet)  ADJUSTED  
 HX0649  ___________________________________________________________________
 HX0649  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HX0649  DYNAMIC HT  -         739.653 (meters)    2426.68  (feet)  COMP
 HX0649  MODELED GRAV-     979,794.7   (mgal)                       NAVD 88
 HX0649
 HX0649  VERT ORDER  -  SECOND    CLASS 0
 HX0649
 HX0649.The horizontal coordinates were scaled from a topographic map and have
 HX0649.an estimated accuracy of +/- 6 seconds.
 HX0649
 HX0649.The orthometric height was determined by differential leveling
 HX0649.and adjusted by the National Geodetic Survey in June 1991..
 HX0649
 HX0649.The geoid height was determined by GEOID03.
 HX0649
 HX0649.The dynamic height is computed by dividing the NAVD 88
 HX0649.geopotential number by the normal gravity value computed on the
 HX0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0649.degrees latitude (g = 980.6199 gals.).
 HX0649
 HX0649.The modeled gravity was interpolated from observed gravity values.
 HX0649
 HX0649;                    North         East    Units  Estimated Accuracy
 HX0649;SPC WV S     -   150,420.      686,410.      MT  (+/- 180 meters Scaled)
 HX0649
 HX0649                          SUPERSEDED SURVEY CONTROL
 HX0649
 HX0649  NGVD 29 (??/??/92)  740.318  (m)         2428.86   (f) ADJ UNCH    2 0
 HX0649
 HX0649.Superseded values are not recommended for survey control.
 HX0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0649.See file dsdata.txt to determine how the superseded data were derived.
 HX0649
 HX0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC863452(NAD 83)
 HX0649_MARKER: DB = BENCH MARK DISK
 HX0649_SETTING: 66 = SET IN ROCK OUTCROP
 HX0649_SP_SET: ROCK CUT
 HX0649_STAMPING: B 253 1962
 HX0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0649+STABILITY: POSITION/ELEVATION WELL
 HX0649
 HX0649  HISTORY     - Date     Condition        Report By
 HX0649  HISTORY     - 1962     MONUMENTED       CGS
 HX0649
 HX0649                          STATION DESCRIPTION
 HX0649
 HX0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0649'3.4 MI NW FROM CLOVER LICK.
 HX0649'3.4 MILES WEST AND NORTHWEST ALONG A BLACK TOP AND GRAVEL ROAD
 HX0649'FROM THE POST OFFICE AT CLOVER LICK, 15 FEET NORTHEAST OF CENTER
 HX0649'LINE OF ROAD, ABOUT 3 FEET ABOVE LEVEL OF ROAD, 90 FEET SOUTHEAST
 HX0649'OF NORTHWEST END OF CUT, 1 FOOT ABOVE GROUND, AND SET VERTICALLY
 HX0649'IN THE SOUTHWEST FACE OF A 186 FOOT LONG ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0061 ***********************************************************************
 HX0061  DESIGNATION -  B 254
 HX0061  PID         -  HX0061
 HX0061  STATE/COUNTY-  WV/RANDOLPH
 HX0061  USGS QUAD   -  VALLEY HEAD (1995)
 HX0061
 HX0061                         *CURRENT SURVEY CONTROL
 HX0061  ___________________________________________________________________
 HX0061* NAD 83(1986)-  38 36 36.     (N)    080 02 02.     (W)     SCALED    
 HX0061* NAVD 88     -       664.044  (meters)    2178.62   (feet)  ADJUSTED  
 HX0061  ___________________________________________________________________
 HX0061  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HX0061  DYNAMIC HT  -         663.538 (meters)    2176.96  (feet)  COMP
 HX0061  MODELED GRAV-     979,845.8   (mgal)                       NAVD 88
 HX0061
 HX0061  VERT ORDER  -  FIRST     CLASS II
 HX0061
 HX0061.The horizontal coordinates were scaled from a topographic map and have
 HX0061.an estimated accuracy of +/- 6 seconds.
 HX0061
 HX0061.The orthometric height was determined by differential leveling
 HX0061.and adjusted by the National Geodetic Survey in June 1991..
 HX0061
 HX0061.The geoid height was determined by GEOID03.
 HX0061
 HX0061.The dynamic height is computed by dividing the NAVD 88
 HX0061.geopotential number by the normal gravity value computed on the
 HX0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0061.degrees latitude (g = 980.6199 gals.).
 HX0061
 HX0061.The modeled gravity was interpolated from observed gravity values.
 HX0061
 HX0061;                    North         East    Units  Estimated Accuracy
 HX0061;SPC WV S     -   179,130.      684,140.      MT  (+/- 180 meters Scaled)
 HX0061
 HX0061                          SUPERSEDED SURVEY CONTROL
 HX0061
 HX0061  NGVD 29 (??/??/92)  664.186  (m)         2179.08   (f) ADJ UNCH    1 2
 HX0061
 HX0061.Superseded values are not recommended for survey control.
 HX0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0061.See file dsdata.txt to determine how the superseded data were derived.
 HX0061
 HX0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC841739(NAD 83)
 HX0061_MARKER: DB = BENCH MARK DISK
 HX0061_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HX0061_STAMPING: B 254 1962
 HX0061_MARK LOGO: CGS   
 HX0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0061
 HX0061  HISTORY     - Date     Condition        Report By
 HX0061  HISTORY     - 1962     MONUMENTED       CGS
 HX0061  HISTORY     - 1983     GOOD             NGS
 HX0061
 HX0061                          STATION DESCRIPTION
 HX0061
 HX0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0061'4.5 MI NE FROM VALLEY HEAD.
 HX0061'ABOUT 4.5 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE JUNCTION
 HX0061'OF STATE HIGHWAY 15 AND U.S. HIGHWAY 219 AT VALLEY HEAD, 15
 HX0061'FEET SOUTH OF CENTER LINE OF HIGHWAY, ABOUT 5 FEET BELOW LEVEL
 HX0061'OF HIGHWAY, AND SET ON TOP OF SOUTH END OF WEST ABUTMENT OF
 HX0061'CONCRETE BRIDGE OVER ELKWATER FORK.
 HX0061
 HX0061                          STATION RECOVERY (1983)
 HX0061
 HX0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0676 ***********************************************************************
 HX0676  DESIGNATION -  B 255
 HX0676  PID         -  HX0676
 HX0676  STATE/COUNTY-  WV/WEBSTER
 HX0676  USGS QUAD   -  BERGOO (1995)
 HX0676
 HX0676                         *CURRENT SURVEY CONTROL
 HX0676  ___________________________________________________________________
 HX0676* NAD 83(1986)-  38 25 37.     (N)    080 16 42.     (W)     SCALED    
 HX0676* NAVD 88     -       801.192  (meters)    2628.58   (feet)  ADJUSTED  
 HX0676  ___________________________________________________________________
 HX0676  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HX0676  DYNAMIC HT  -         800.555 (meters)    2626.49  (feet)  COMP
 HX0676  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 HX0676
 HX0676  VERT ORDER  -  SECOND    CLASS 0
 HX0676
 HX0676.The horizontal coordinates were scaled from a topographic map and have
 HX0676.an estimated accuracy of +/- 6 seconds.
 HX0676
 HX0676.The orthometric height was determined by differential leveling
 HX0676.and adjusted by the National Geodetic Survey in June 1991..
 HX0676
 HX0676.The geoid height was determined by GEOID03.
 HX0676
 HX0676.The dynamic height is computed by dividing the NAVD 88
 HX0676.geopotential number by the normal gravity value computed on the
 HX0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0676.degrees latitude (g = 980.6199 gals.).
 HX0676
 HX0676.The modeled gravity was interpolated from observed gravity values.
 HX0676
 HX0676;                    North         East    Units  Estimated Accuracy
 HX0676;SPC WV S     -   158,620.      663,010.      MT  (+/- 180 meters Scaled)
 HX0676
 HX0676                          SUPERSEDED SURVEY CONTROL
 HX0676
 HX0676  NGVD 29 (??/??/92)  801.310  (m)         2628.96   (f) ADJ UNCH    2 0
 HX0676
 HX0676.Superseded values are not recommended for survey control.
 HX0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0676.See file dsdata.txt to determine how the superseded data were derived.
 HX0676
 HX0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC629534(NAD 83)
 HX0676_MARKER: DB = BENCH MARK DISK
 HX0676_SETTING: 80 = SET IN A BOULDER
 HX0676_SP_SET: BOULDER
 HX0676_STAMPING: B 255 1962
 HX0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0676+STABILITY: SURFACE MOTION
 HX0676
 HX0676  HISTORY     - Date     Condition        Report By
 HX0676  HISTORY     - 1962     MONUMENTED       CGS
 HX0676
 HX0676                          STATION DESCRIPTION
 HX0676
 HX0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0676'12.9 MI SE FROM BOLAIR.
 HX0676'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0676'BOLAIR, THENCE 12.7 MILES SOUTHEAST ALONG GAULEY RIVER ROAD,
 HX0676'ABOUT 1.05 MILES NORTHEAST OF A WOODEN BRIDGE OVER STRAIGHT
 HX0676'CREEK, ON THE NORTHEAST BANK OF A SMALL RAVINE WHICH IS ON THE
 HX0676'SOUTHWEST SLOPE OF A SLIGHT HILL, ON TOP OF THE WEST CORNER OF A
 HX0676'ROCK THAT IS ABOUT 45-BY 15 FOOT WIDE AND 3 1/2 FOOT HIGH, 35 1/2
 HX0676'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.1 FEET EAST OF
 HX0676'THE WEST CORNER OF THE ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL
 HX0676'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0742 ***********************************************************************
 HX0742  DESIGNATION -  B 256
 HX0742  PID         -  HX0742
 HX0742  STATE/COUNTY-  WV/POCAHONTAS
 HX0742  USGS QUAD   -  WOODROW (1995)
 HX0742
 HX0742                         *CURRENT SURVEY CONTROL
 HX0742  ___________________________________________________________________
 HX0742* NAD 83(1986)-  38 20 58.     (N)    080 14 32.     (W)     SCALED    
 HX0742* NAVD 88     -       901.740  (meters)    2958.46   (feet)  ADJUSTED  
 HX0742  ___________________________________________________________________
 HX0742  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0742  DYNAMIC HT  -         900.999 (meters)    2956.03  (feet)  COMP
 HX0742  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 HX0742
 HX0742  VERT ORDER  -  SECOND    CLASS 0
 HX0742
 HX0742.The horizontal coordinates were scaled from a topographic map and have
 HX0742.an estimated accuracy of +/- 6 seconds.
 HX0742
 HX0742.The orthometric height was determined by differential leveling
 HX0742.and adjusted by the National Geodetic Survey in June 1991..
 HX0742
 HX0742.The geoid height was determined by GEOID03.
 HX0742
 HX0742.The dynamic height is computed by dividing the NAVD 88
 HX0742.geopotential number by the normal gravity value computed on the
 HX0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0742.degrees latitude (g = 980.6199 gals.).
 HX0742
 HX0742.The modeled gravity was interpolated from observed gravity values.
 HX0742
 HX0742;                    North         East    Units  Estimated Accuracy
 HX0742;SPC WV S     -   150,040.      666,240.      MT  (+/- 180 meters Scaled)
 HX0742
 HX0742                          SUPERSEDED SURVEY CONTROL
 HX0742
 HX0742  NGVD 29 (??/??/92)  901.823  (m)         2958.73   (f) ADJ UNCH    2 0
 HX0742
 HX0742.Superseded values are not recommended for survey control.
 HX0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0742.See file dsdata.txt to determine how the superseded data were derived.
 HX0742
 HX0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC662448(NAD 83)
 HX0742_MARKER: DB = BENCH MARK DISK
 HX0742_SETTING: 80 = SET IN A BOULDER
 HX0742_SP_SET: BOULDER
 HX0742_STAMPING: B 256 1962
 HX0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0742+STABILITY: SURFACE MOTION
 HX0742
 HX0742  HISTORY     - Date     Condition        Report By
 HX0742  HISTORY     - 1962     MONUMENTED       CGS
 HX0742
 HX0742                          STATION DESCRIPTION
 HX0742
 HX0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0742'17.9 MI SE FROM DYER.
 HX0742'17.9 MILES SOUTHEAST ALONG THE WILLIAMS RIVER ROAD AND U.S.
 HX0742'FORESTRY ROAD 86 FROM THE DYER METHODIST CHURCH AT DYER, ABOUT
 HX0742'0.9 MILE NORTHWEST OF THE JUNCTION OF U.S. FORESTRY ROAD 135,
 HX0742'ABOUT 0.7 MILE SOUTHEAST OF A 20-FOOT CONCRETE BRIDGE OVER KINS
 HX0742'CREEK, AT THE MOUTH OF UPPER BANNOCK SHOALS, SET VERTICALLY
 HX0742'IN THE NORTHEAST FACE OF A ROCK BOULDER THAT IS ABOUT 15-FOOT
 HX0742'LONG AND 3-FOOT HIGH, 23 1/2 FEET SOUTHWEST OF THE CENTER LINE
 HX0742'OF THE ROAD, 7.1 FEET NORTHWEST OF THE EAST CORNER OF THE ROCK,
 HX0742'AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0020 ***********************************************************************
 HX0020  DESIGNATION -  B 257
 HX0020  PID         -  HX0020
 HX0020  STATE/COUNTY-  WV/WEBSTER
 HX0020  USGS QUAD   -  SAMP (1995)
 HX0020
 HX0020                         *CURRENT SURVEY CONTROL
 HX0020  ___________________________________________________________________
 HX0020* NAD 83(1986)-  38 33 01.     (N)    080 13 58.     (W)     SCALED    
 HX0020* NAVD 88     -      1013.723  (meters)    3325.86   (feet)  ADJUSTED  
 HX0020  ___________________________________________________________________
 HX0020  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HX0020  DYNAMIC HT  -        1012.893 (meters)    3323.13  (feet)  COMP
 HX0020  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 HX0020
 HX0020  VERT ORDER  -  SECOND    CLASS 0
 HX0020
 HX0020.The horizontal coordinates were scaled from a topographic map and have
 HX0020.an estimated accuracy of +/- 6 seconds.
 HX0020
 HX0020.The orthometric height was determined by differential leveling
 HX0020.and adjusted by the National Geodetic Survey in June 1991..
 HX0020
 HX0020.The geoid height was determined by GEOID03.
 HX0020
 HX0020.The dynamic height is computed by dividing the NAVD 88
 HX0020.geopotential number by the normal gravity value computed on the
 HX0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0020.degrees latitude (g = 980.6199 gals.).
 HX0020
 HX0020.The modeled gravity was interpolated from observed gravity values.
 HX0020
 HX0020;                    North         East    Units  Estimated Accuracy
 HX0020;SPC WV S     -   172,340.      666,880.      MT  (+/- 180 meters Scaled)
 HX0020
 HX0020                          SUPERSEDED SURVEY CONTROL
 HX0020
 HX0020  NGVD 29 (??/??/92) 1013.822  (m)         3326.18   (f) ADJ UNCH    2 0
 HX0020
 HX0020.Superseded values are not recommended for survey control.
 HX0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0020.See file dsdata.txt to determine how the superseded data were derived.
 HX0020
 HX0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC668671(NAD 83)
 HX0020_MARKER: DB = BENCH MARK DISK
 HX0020_SETTING: 66 = SET IN ROCK OUTCROP
 HX0020_SP_SET: ROCK CUT
 HX0020_STAMPING: B 257 1962
 HX0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0020+STABILITY: POSITION/ELEVATION WELL
 HX0020
 HX0020  HISTORY     - Date     Condition        Report By
 HX0020  HISTORY     - 1962     MONUMENTED       CGS
 HX0020
 HX0020                          STATION DESCRIPTION
 HX0020
 HX0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0020'0.1 MI W FROM WANETA.
 HX0020'ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0020'AT WANETA, ABOUT 75 YARDS SOUTH OF SOUTH END OF WHITE FRAME SCHOOL
 HX0020'BUILDING, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING WEST
 HX0020'AND NORTHEAST, 20 FEET NORTH OF CENTER LINE OF HIGHWAY, ABOUT 3
 HX0020'FEET ABOVE LEVEL OF HIGHWAY, 40 FEET EAST OF WEST END OF CUT, AND
 HX0020'SET VERTICALLY IN SOUTH FACE OF A LARGE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0490 ***********************************************************************
 HX0490  DESIGNATION -  B 258
 HX0490  PID         -  HX0490
 HX0490  STATE/COUNTY-  WV/RANDOLPH
 HX0490  USGS QUAD   -  SAMP (1995)
 HX0490
 HX0490                         *CURRENT SURVEY CONTROL
 HX0490  ___________________________________________________________________
 HX0490* NAD 83(1986)-  38 30 25.     (N)    080 08 28.     (W)     SCALED    
 HX0490* NAVD 88     -       725.557  (meters)    2380.43   (feet)  ADJUSTED  
 HX0490  ___________________________________________________________________
 HX0490  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HX0490  DYNAMIC HT  -         724.961 (meters)    2378.48  (feet)  COMP
 HX0490  MODELED GRAV-     979,784.0   (mgal)                       NAVD 88
 HX0490
 HX0490  VERT ORDER  -  SECOND    CLASS 0
 HX0490
 HX0490.The horizontal coordinates were scaled from a topographic map and have
 HX0490.an estimated accuracy of +/- 6 seconds.
 HX0490
 HX0490.The orthometric height was determined by differential leveling
 HX0490.and adjusted by the National Geodetic Survey in June 1991..
 HX0490
 HX0490.The geoid height was determined by GEOID03.
 HX0490
 HX0490.The dynamic height is computed by dividing the NAVD 88
 HX0490.geopotential number by the normal gravity value computed on the
 HX0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0490.degrees latitude (g = 980.6199 gals.).
 HX0490
 HX0490.The modeled gravity was interpolated from observed gravity values.
 HX0490
 HX0490;                    North         East    Units  Estimated Accuracy
 HX0490;SPC WV S     -   167,600.      674,910.      MT  (+/- 180 meters Scaled)
 HX0490
 HX0490                          SUPERSEDED SURVEY CONTROL
 HX0490
 HX0490  NGVD 29 (??/??/92)  725.643  (m)         2380.71   (f) ADJ UNCH    2 0
 HX0490
 HX0490.Superseded values are not recommended for survey control.
 HX0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0490.See file dsdata.txt to determine how the superseded data were derived.
 HX0490
 HX0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC748624(NAD 83)
 HX0490_MARKER: DB = BENCH MARK DISK
 HX0490_SETTING: 66 = SET IN ROCK OUTCROP
 HX0490_SP_SET: ROCK PROJECTION
 HX0490_STAMPING: B 258 1962
 HX0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0490+STABILITY: POSITION/ELEVATION WELL
 HX0490
 HX0490  HISTORY     - Date     Condition        Report By
 HX0490  HISTORY     - 1962     MONUMENTED       CGS
 HX0490
 HX0490                          STATION DESCRIPTION
 HX0490
 HX0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0490'7.5 MI S FROM MONTERVILLE.
 HX0490'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 15 FROM THE MONTERVILLE
 HX0490'SCHOOL, THENCE 6.2 MILES SOUTHWEST ALONG VALLEY FORK ROAD, ON
 HX0490'TOP OF A ROCK THAT IS 3-FOOT HIGH AND PROJECTS OUT OF THE
 HX0490'MOUNTAIN SIDE, 6.1 FEET SOUTHEAST OF THE WEST CORNER OF THE ROCK,
 HX0490'1.3 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK, 20 FEET
 HX0490'NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 5 FEET
 HX0490'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0180 ***********************************************************************
 HX0180  DESIGNATION -  B 259
 HX0180  PID         -  HX0180
 HX0180  STATE/COUNTY-  WV/WEBSTER
 HX0180  USGS QUAD   -  DIANA (1982)
 HX0180
 HX0180                         *CURRENT SURVEY CONTROL
 HX0180  ___________________________________________________________________
 HX0180* NAD 83(1986)-  38 34 17.     (N)    080 24 24.     (W)     SCALED    
 HX0180* NAVD 88     -       550.387  (meters)    1805.73   (feet)  ADJUSTED  
 HX0180  ___________________________________________________________________
 HX0180  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HX0180  DYNAMIC HT  -         549.980 (meters)    1804.39  (feet)  COMP
 HX0180  MODELED GRAV-     979,873.0   (mgal)                       NAVD 88
 HX0180
 HX0180  VERT ORDER  -  SECOND    CLASS 0
 HX0180
 HX0180.The horizontal coordinates were scaled from a topographic map and have
 HX0180.an estimated accuracy of +/- 6 seconds.
 HX0180
 HX0180.The orthometric height was determined by differential leveling
 HX0180.and adjusted by the National Geodetic Survey in June 1991..
 HX0180
 HX0180.The geoid height was determined by GEOID03.
 HX0180
 HX0180.The dynamic height is computed by dividing the NAVD 88
 HX0180.geopotential number by the normal gravity value computed on the
 HX0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0180.degrees latitude (g = 980.6199 gals.).
 HX0180
 HX0180.The modeled gravity was interpolated from observed gravity values.
 HX0180
 HX0180;                    North         East    Units  Estimated Accuracy
 HX0180;SPC WV S     -   174,570.      651,700.      MT  (+/- 180 meters Scaled)
 HX0180
 HX0180                          SUPERSEDED SURVEY CONTROL
 HX0180
 HX0180  NGVD 29 (??/??/92)  550.542  (m)         1806.24   (f) ADJ UNCH    2 0
 HX0180
 HX0180.Superseded values are not recommended for survey control.
 HX0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0180.See file dsdata.txt to determine how the superseded data were derived.
 HX0180
 HX0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC516693(NAD 83)
 HX0180_MARKER: DB = BENCH MARK DISK
 HX0180_SETTING: 80 = SET IN A BOULDER
 HX0180_SP_SET: BOULDER
 HX0180_STAMPING: B 259 1962
 HX0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0180+STABILITY: SURFACE MOTION
 HX0180
 HX0180  HISTORY     - Date     Condition        Report By
 HX0180  HISTORY     - 1962     MONUMENTED       CGS
 HX0180
 HX0180                          STATION DESCRIPTION
 HX0180
 HX0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0180'3.3 MI NE FROM DIANA.
 HX0180'ABOUT 3.3 MILES EAST AND THEN NORTH ALONG STATE HIGHWAY 20 FROM
 HX0180'THE POST OFFICE AT DIANA, ON THE OUTSIDE OF A CURVE WITH THE
 HX0180'TANGENTS EXTENDING WEST AND SOUTHEAST, SET ON TOP OF A BOULDER
 HX0180'THAT IS ABOUT 15-BY 45-FOOT LONG, 41 FEET NORTH OF THE CENTER
 HX0180'LINE OF THE HIGHWAY, 4 FEET WEST OF THE EAST EDGE OF THE ROCK,
 HX0180'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1008 ***********************************************************************
 JX1008  DESIGNATION -  B 26
 JX1008  PID         -  JX1008
 JX1008  STATE/COUNTY-  WV/RITCHIE
 JX1008  USGS QUAD   -  HARRISVILLE (1975)
 JX1008
 JX1008                         *CURRENT SURVEY CONTROL
 JX1008  ___________________________________________________________________
 JX1008* NAD 83(1986)-  39 08 10.     (N)    081 02 42.     (W)     SCALED    
 JX1008* NAVD 88     -       299.864  (meters)     983.80   (feet)  ADJUSTED  
 JX1008  ___________________________________________________________________
 JX1008  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX1008  DYNAMIC HT  -         299.675 (meters)     983.18  (feet)  COMP
 JX1008  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JX1008
 JX1008  VERT ORDER  -  SECOND    CLASS 0
 JX1008
 JX1008.The horizontal coordinates were scaled from a topographic map and have
 JX1008.an estimated accuracy of +/- 6 seconds.
 JX1008
 JX1008.The orthometric height was determined by differential leveling
 JX1008.and adjusted by the National Geodetic Survey in June 1991..
 JX1008
 JX1008.The geoid height was determined by GEOID03.
 JX1008
 JX1008.The dynamic height is computed by dividing the NAVD 88
 JX1008.geopotential number by the normal gravity value computed on the
 JX1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1008.degrees latitude (g = 980.6199 gals.).
 JX1008
 JX1008.The modeled gravity was interpolated from observed gravity values.
 JX1008
 JX1008;                    North         East    Units  Estimated Accuracy
 JX1008;SPC WV N     -    71,770.      466,430.      MT  (+/- 180 meters Scaled)
 JX1008
 JX1008                          SUPERSEDED SURVEY CONTROL
 JX1008
 JX1008  NGVD 29 (??/??/92)  300.036  (m)          984.37   (f) ADJ UNCH    2 0
 JX1008
 JX1008.Superseded values are not recommended for survey control.
 JX1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1008.See file dsdata.txt to determine how the superseded data were derived.
 JX1008
 JX1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD961318(NAD 83)
 JX1008_MARKER: DB = BENCH MARK DISK
 JX1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1008_STAMPING: B 26 1935
 JX1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1008+STABILITY: SURFACE MOTION
 JX1008
 JX1008  HISTORY     - Date     Condition        Report By
 JX1008  HISTORY     - 1935     MONUMENTED       CGS
 JX1008
 JX1008                          STATION DESCRIPTION
 JX1008
 JX1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX1008'6.2 MI N FROM SMITHVILLE.
 JX1008'6.2 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE HUGHES RIVER
 JX1008'BRIDGE AT SMITHVILLE, RITCHIE COUTNY, 0.2 MILE NORTHWEST OF THE
 JX1008'JUNCTION OF THE GOFFS ROAD, 27 FEET SOUTHEAST OF THE CENTERLINE
 JX1008'OF STATE HIGHWAY 16, AND BETWEEN A GUARD RAIL AND THE RIGHT-OF-WAY
 JX1008'FENCE.  A STANDARD DISK, STAMPED B 26 1935 AND SET IN THE TOP
 JX1008'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1661 ***********************************************************************
 HX1661  DESIGNATION -  B 260
 HX1661  PID         -  HX1661
 HX1661  STATE/COUNTY-  WV/BRAXTON
 HX1661  USGS QUAD   -  NEWVILLE (1976)
 HX1661
 HX1661                         *CURRENT SURVEY CONTROL
 HX1661  ___________________________________________________________________
 HX1661* NAD 83(1986)-  38 39 24.     (N)    080 31 25.     (W)     SCALED    
 HX1661* NAVD 88     -       307.906  (meters)    1010.19   (feet)  ADJUSTED  
 HX1661  ___________________________________________________________________
 HX1661  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HX1661  DYNAMIC HT  -         307.696 (meters)    1009.50  (feet)  COMP
 HX1661  MODELED GRAV-     979,937.3   (mgal)                       NAVD 88
 HX1661
 HX1661  VERT ORDER  -  SECOND    CLASS 0
 HX1661
 HX1661.The horizontal coordinates were scaled from a topographic map and have
 HX1661.an estimated accuracy of +/- 6 seconds.
 HX1661
 HX1661.The orthometric height was determined by differential leveling
 HX1661.and adjusted by the National Geodetic Survey in June 1991..
 HX1661
 HX1661.The geoid height was determined by GEOID03.
 HX1661
 HX1661.The dynamic height is computed by dividing the NAVD 88
 HX1661.geopotential number by the normal gravity value computed on the
 HX1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1661.degrees latitude (g = 980.6199 gals.).
 HX1661
 HX1661.The modeled gravity was interpolated from observed gravity values.
 HX1661
 HX1661;                    North         East    Units  Estimated Accuracy
 HX1661;SPC WV S     -   183,980.      641,470.      MT  (+/- 180 meters Scaled)
 HX1661
 HX1661                          SUPERSEDED SURVEY CONTROL
 HX1661
 HX1661  NGVD 29 (??/??/92)  308.087  (m)         1010.78   (f) ADJ UNCH    2 0
 HX1661
 HX1661.Superseded values are not recommended for survey control.
 HX1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1661.See file dsdata.txt to determine how the superseded data were derived.
 HX1661
 HX1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC414787(NAD 83)
 HX1661_MARKER: DB = BENCH MARK DISK
 HX1661_SETTING: 66 = SET IN ROCK OUTCROP
 HX1661_SP_SET: ROCK CUT
 HX1661_STAMPING: B 260 1962
 HX1661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1661+STABILITY: POSITION/ELEVATION WELL
 HX1661
 HX1661  HISTORY     - Date     Condition        Report By
 HX1661  HISTORY     - 1962     MONUMENTED       CGS
 HX1661
 HX1661                          STATION DESCRIPTION
 HX1661
 HX1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1661'5.1 MI NW FROM GUARDIAN.
 HX1661'ABOUT 5.1 MILES NORTHWEST ALONG THE HOLLY RIVER ROAD THAT FOLLOWS
 HX1661'ALONG THE RIGHT FORK OF THE HOLLY RIVER FROM THE POST OFFICE AT
 HX1661'GUARDIAN, 0.1 MILE NORTH OF THE SOUTHWEST END OF THE ROCK CUT,
 HX1661'SET VERTICALLY IN THE EAST FACE OF A LARGE ROCK CUT, 18 1/2 FEET
 HX1661'WEST OF THE CENTER LINE OF THE ROAD, ON THE INSIDE AT THE NORTH
 HX1661'END OF A CURVE WITH TANGENTS EXTENDING TO THE NORTH AND SOUTHWEST,
 HX1661'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0276 ***********************************************************************
 HX0276  DESIGNATION -  B 261
 HX0276  PID         -  HX0276
 HX0276  STATE/COUNTY-  WV/WEBSTER
 HX0276  USGS QUAD   -  SKELT (1982)
 HX0276
 HX0276                         *CURRENT SURVEY CONTROL
 HX0276  ___________________________________________________________________
 HX0276* NAD 83(1986)-  38 34 31.     (N)    080 17 05.     (W)     SCALED    
 HX0276* NAVD 88     -       854.435  (meters)    2803.26   (feet)  ADJUSTED  
 HX0276  ___________________________________________________________________
 HX0276  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HX0276  DYNAMIC HT  -         853.752 (meters)    2801.02  (feet)  COMP
 HX0276  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 HX0276
 HX0276  VERT ORDER  -  SECOND    CLASS 0
 HX0276
 HX0276.The horizontal coordinates were scaled from a topographic map and have
 HX0276.an estimated accuracy of +/- 6 seconds.
 HX0276
 HX0276.The orthometric height was determined by differential leveling
 HX0276.and adjusted by the National Geodetic Survey in June 1991..
 HX0276
 HX0276.The geoid height was determined by GEOID03.
 HX0276
 HX0276.The dynamic height is computed by dividing the NAVD 88
 HX0276.geopotential number by the normal gravity value computed on the
 HX0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0276.degrees latitude (g = 980.6199 gals.).
 HX0276
 HX0276.The modeled gravity was interpolated from observed gravity values.
 HX0276
 HX0276;                    North         East    Units  Estimated Accuracy
 HX0276;SPC WV S     -   175,080.      662,330.      MT  (+/- 180 meters Scaled)
 HX0276
 HX0276                          SUPERSEDED SURVEY CONTROL
 HX0276
 HX0276  NGVD 29 (??/??/92)  854.553  (m)         2803.65   (f) ADJ UNCH    2 0
 HX0276
 HX0276.Superseded values are not recommended for survey control.
 HX0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0276.See file dsdata.txt to determine how the superseded data were derived.
 HX0276
 HX0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC623698(NAD 83)
 HX0276_MARKER: DB = BENCH MARK DISK
 HX0276_SETTING: 80 = SET IN A BOULDER
 HX0276_SP_SET: BOULDER
 HX0276_STAMPING: B 261 1962
 HX0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0276+STABILITY: SURFACE MOTION
 HX0276
 HX0276  HISTORY     - Date     Condition        Report By
 HX0276  HISTORY     - 1962     MONUMENTED       CGS
 HX0276
 HX0276                          STATION DESCRIPTION
 HX0276
 HX0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0276'8 MI SW FROM PICKENS.
 HX0276'ABOUT 8.0 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO SKELT
 HX0276'FROM THE POST OFFICE AT PICKENS, ON THE INSIDE AT THE NORTH END
 HX0276'OF A CURVE WITH TANGENTS EXTENDING TO THE NORTH AND SOUTHWEST,
 HX0276'SET VERTICALLY IN THE EAST FACE OF THE CENTER ONE OF THREE LARGE
 HX0276'BOULDERS, 15 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 FEET
 HX0276'SOUTH OF THE NORTH END OF THE ROCK, 5 FEET BELOW THE TOP OF THE
 HX0276'ROCK, ABOUT 1 1/2 FEET ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE
 HX0276'THE LEVEL OF THE ROAD.  NOTE-- THE ROCK IN WHICH THE MARK IS SET
 HX0276'IS ABOUT 8-BY 10-FOOT LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0302 ***********************************************************************
 HX0302  DESIGNATION -  B 262
 HX0302  PID         -  HX0302
 HX0302  STATE/COUNTY-  WV/WEBSTER
 HX0302  USGS QUAD   -  GOSHEN (1987)
 HX0302
 HX0302                         *CURRENT SURVEY CONTROL
 HX0302  ___________________________________________________________________
 HX0302* NAD 83(1986)-  38 40 08.     (N)    080 18 55.     (W)     SCALED    
 HX0302* NAVD 88     -       696.604  (meters)    2285.44   (feet)  ADJUSTED  
 HX0302  ___________________________________________________________________
 HX0302  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HX0302  DYNAMIC HT  -         696.089 (meters)    2283.75  (feet)  COMP
 HX0302  MODELED GRAV-     979,865.8   (mgal)                       NAVD 88
 HX0302
 HX0302  VERT ORDER  -  SECOND    CLASS 0
 HX0302
 HX0302.The horizontal coordinates were scaled from a topographic map and have
 HX0302.an estimated accuracy of +/- 6 seconds.
 HX0302
 HX0302.The orthometric height was determined by differential leveling
 HX0302.and adjusted by the National Geodetic Survey in June 1991..
 HX0302
 HX0302.The geoid height was determined by GEOID03.
 HX0302
 HX0302.The dynamic height is computed by dividing the NAVD 88
 HX0302.geopotential number by the normal gravity value computed on the
 HX0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0302.degrees latitude (g = 980.6199 gals.).
 HX0302
 HX0302.The modeled gravity was interpolated from observed gravity values.
 HX0302
 HX0302;                    North         East    Units  Estimated Accuracy
 HX0302;SPC WV S     -   185,450.      659,590.      MT  (+/- 180 meters Scaled)
 HX0302
 HX0302                          SUPERSEDED SURVEY CONTROL
 HX0302
 HX0302  NGVD 29 (??/??/92)  696.763  (m)         2285.96   (f) ADJ UNCH    2 0
 HX0302
 HX0302.Superseded values are not recommended for survey control.
 HX0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0302.See file dsdata.txt to determine how the superseded data were derived.
 HX0302
 HX0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC595802(NAD 83)
 HX0302_MARKER: DB = BENCH MARK DISK
 HX0302_SETTING: 66 = SET IN ROCK OUTCROP
 HX0302_SP_SET: ROCK PROJECTION
 HX0302_STAMPING: B 262 1962
 HX0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0302+STABILITY: POSITION/ELEVATION WELL
 HX0302
 HX0302  HISTORY     - Date     Condition        Report By
 HX0302  HISTORY     - 1962     MONUMENTED       CGS
 HX0302
 HX0302                          STATION DESCRIPTION
 HX0302
 HX0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0302'7.7 MI W FROM PICKENS.
 HX0302'ABOUT 7.7 MILES NORTHWEST AND THEN WEST ALONG A GRAVEL ROAD FROM
 HX0302'THE POST OFFICE AT PICKENS, SET VERTICALLY IN THE SOUTH FACE OF
 HX0302'A ROCK THAT IS ABOUT 24 FEET LONG AND PROJECTS OUT OF THE ROAD
 HX0302'BANK, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD, 65 FEET EAST
 HX0302'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING WEST, 5 FEET WEST
 HX0302'OF THE EAST EDGE OF THE ROCK, AND ABOUT 2 1/2 FEET ABOVE THE
 HX0302'LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED
 HX0302'BY GOING 3.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 HX0302'POST OFFICE AT HACKER VALLEY, THENCE 1.8 MILES EAST ALONG COUNTY
 HX0302'ROAD 20/4, THENCE 4.0 MILES EAST ALONG COUNTY ROAD 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0244 ***********************************************************************
 HX0244  DESIGNATION -  B 263
 HX0244  PID         -  HX0244
 HX0244  STATE/COUNTY-  WV/WEBSTER
 HX0244  USGS QUAD   -  HACKER VALLEY (1967)
 HX0244
 HX0244                         *CURRENT SURVEY CONTROL
 HX0244  ___________________________________________________________________
 HX0244* NAD 83(1986)-  38 39 46.     (N)    080 26 51.     (W)     SCALED    
 HX0244* NAVD 88     -       508.617  (meters)    1668.69   (feet)  ADJUSTED  
 HX0244  ___________________________________________________________________
 HX0244  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX0244  DYNAMIC HT  -         508.269 (meters)    1667.55  (feet)  COMP
 HX0244  MODELED GRAV-     979,927.3   (mgal)                       NAVD 88
 HX0244
 HX0244  VERT ORDER  -  SECOND    CLASS 0
 HX0244
 HX0244.The horizontal coordinates were scaled from a topographic map and have
 HX0244.an estimated accuracy of +/- 6 seconds.
 HX0244
 HX0244.The orthometric height was determined by differential leveling
 HX0244.and adjusted by the National Geodetic Survey in June 1991..
 HX0244
 HX0244.The geoid height was determined by GEOID03.
 HX0244
 HX0244.The dynamic height is computed by dividing the NAVD 88
 HX0244.geopotential number by the normal gravity value computed on the
 HX0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0244.degrees latitude (g = 980.6199 gals.).
 HX0244
 HX0244.The modeled gravity was interpolated from observed gravity values.
 HX0244
 HX0244;                    North         East    Units  Estimated Accuracy
 HX0244;SPC WV S     -   184,700.      648,090.      MT  (+/- 180 meters Scaled)
 HX0244
 HX0244                          SUPERSEDED SURVEY CONTROL
 HX0244
 HX0244  NGVD 29 (??/??/92)  508.798  (m)         1669.28   (f) ADJ UNCH    2 0
 HX0244
 HX0244.Superseded values are not recommended for survey control.
 HX0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0244.See file dsdata.txt to determine how the superseded data were derived.
 HX0244
 HX0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC480795(NAD 83)
 HX0244_MARKER: DB = BENCH MARK DISK
 HX0244_SETTING: 66 = SET IN ROCK OUTCROP
 HX0244_SP_SET: ROCK
 HX0244_STAMPING: B 263 1962
 HX0244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0244+STABILITY: POSITION/ELEVATION WELL
 HX0244
 HX0244  HISTORY     - Date     Condition        Report By
 HX0244  HISTORY     - 1962     MONUMENTED       CGS
 HX0244
 HX0244                          STATION DESCRIPTION
 HX0244
 HX0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0244'4.7 MI NW FROM HACKER VALLEY.
 HX0244'ABOUT 0.1 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0244'OFFICE AT HACKER VALLEY, THENCE 4.6 MILES NORTHWEST ALONG REPLETE
 HX0244'ROAD, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX0244'TO THE EAST AND SOUTHWEST, SET ON TOP OF A ROCK THAT IS ABOUT 9-BY
 HX0244'12-FOOT LONG, 7 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.6
 HX0244'FOOT NORTH OF THE SOUTH EDGE OF THE ROCK, AND ABOUT 1/2 FOOT
 HX0244'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1575 ***********************************************************************
 HX1575  DESIGNATION -  B 264
 HX1575  PID         -  HX1575
 HX1575  STATE/COUNTY-  WV/BRAXTON
 HX1575  USGS QUAD   -  ERBACON (1976)
 HX1575
 HX1575                         *CURRENT SURVEY CONTROL
 HX1575  ___________________________________________________________________
 HX1575* NAD 83(1986)-  38 36 37.     (N)    080 34 05.     (W)     SCALED    
 HX1575* NAVD 88     -       308.043  (meters)    1010.64   (feet)  ADJUSTED  
 HX1575  ___________________________________________________________________
 HX1575  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HX1575  DYNAMIC HT  -         307.830 (meters)    1009.94  (feet)  COMP
 HX1575  MODELED GRAV-     979,929.3   (mgal)                       NAVD 88
 HX1575
 HX1575  VERT ORDER  -  SECOND    CLASS 0
 HX1575
 HX1575.The horizontal coordinates were scaled from a topographic map and have
 HX1575.an estimated accuracy of +/- 6 seconds.
 HX1575
 HX1575.The orthometric height was determined by differential leveling
 HX1575.and adjusted by the National Geodetic Survey in June 1991..
 HX1575
 HX1575.The geoid height was determined by GEOID03.
 HX1575
 HX1575.The dynamic height is computed by dividing the NAVD 88
 HX1575.geopotential number by the normal gravity value computed on the
 HX1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1575.degrees latitude (g = 980.6199 gals.).
 HX1575
 HX1575.The modeled gravity was interpolated from observed gravity values.
 HX1575
 HX1575;                    North         East    Units  Estimated Accuracy
 HX1575;SPC WV S     -   178,810.      637,620.      MT  (+/- 180 meters Scaled)
 HX1575
 HX1575                          SUPERSEDED SURVEY CONTROL
 HX1575
 HX1575  NGVD 29 (??/??/92)  308.230  (m)         1011.25   (f) ADJ UNCH    2 0
 HX1575
 HX1575.Superseded values are not recommended for survey control.
 HX1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1575.See file dsdata.txt to determine how the superseded data were derived.
 HX1575
 HX1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC376736(NAD 83)
 HX1575_MARKER: DB = BENCH MARK DISK
 HX1575_SETTING: 80 = SET IN A BOULDER
 HX1575_SP_SET: BOULDER
 HX1575_STAMPING: B 264 1962
 HX1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1575+STABILITY: SURFACE MOTION
 HX1575
 HX1575  HISTORY     - Date     Condition        Report By
 HX1575  HISTORY     - 1962     MONUMENTED       CGS
 HX1575
 HX1575                          STATION DESCRIPTION
 HX1575
 HX1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1575'0.3 MI S FROM CENTRALIA.
 HX1575'ABOUT 0.3 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1575'FROM THE STATION AT CENTRALIA, 0.2 MILE OF POLE 96-20, SET
 HX1575'VERTICALLY IN EAST FACE OF A 20 FOOT LONG-BY-7 FOOT HIGH EMBEDDED
 HX1575'BOULDER, 10 FEET NORTH OF SOUTH EDGE OF BOULDER, AND IS 21
 HX1575'FEET WEST OF WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1978 ***********************************************************************
 HW1978  DESIGNATION -  B 265
 HW1978  PID         -  HW1978
 HW1978  STATE/COUNTY-  WV/RANDOLPH
 HW1978  USGS QUAD   -  MILL CREEK (1995)
 HW1978
 HW1978                         *CURRENT SURVEY CONTROL
 HW1978  ___________________________________________________________________
 HW1978* NAD 83(1986)-  38 38 28.     (N)    079 55 25.     (W)     SCALED    
 HW1978* NAVD 88     -      1067.486  (meters)    3502.24   (feet)  ADJUSTED  
 HW1978  ___________________________________________________________________
 HW1978  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HW1978  DYNAMIC HT  -        1066.615 (meters)    3499.39  (feet)  COMP
 HW1978  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 HW1978
 HW1978  VERT ORDER  -  SECOND    CLASS 0
 HW1978
 HW1978.The horizontal coordinates were scaled from a topographic map and have
 HW1978.an estimated accuracy of +/- 6 seconds.
 HW1978
 HW1978.The orthometric height was determined by differential leveling
 HW1978.and adjusted by the National Geodetic Survey in June 1991..
 HW1978
 HW1978.The geoid height was determined by GEOID03.
 HW1978
 HW1978.The dynamic height is computed by dividing the NAVD 88
 HW1978.geopotential number by the normal gravity value computed on the
 HW1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1978.degrees latitude (g = 980.6199 gals.).
 HW1978
 HW1978.The modeled gravity was interpolated from observed gravity values.
 HW1978
 HW1978;                    North         East    Units  Estimated Accuracy
 HW1978;SPC WV S     -   182,690.      693,710.      MT  (+/- 180 meters Scaled)
 HW1978
 HW1978                          SUPERSEDED SURVEY CONTROL
 HW1978
 HW1978  NGVD 29 (??/??/92) 1067.566  (m)         3502.51   (f) ADJ UNCH    2 0
 HW1978
 HW1978.Superseded values are not recommended for survey control.
 HW1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1978.See file dsdata.txt to determine how the superseded data were derived.
 HW1978
 HW1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC936775(NAD 83)
 HW1978_MARKER: DB = BENCH MARK DISK
 HW1978_SETTING: 80 = SET IN A BOULDER
 HW1978_STAMPING: B 265 1962
 HW1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1978+STABILITY: SURFACE MOTION
 HW1978
 HW1978  HISTORY     - Date     Condition        Report By
 HW1978  HISTORY     - 1962     MONUMENTED       CGS
 HW1978
 HW1978                          STATION DESCRIPTION
 HW1978
 HW1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1978'7.8 MI SE FROM HUTTONSVILLE.
 HW1978'ABOUT 7.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 HW1978'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, ON THE
 HW1978'NORTHEAST SLOPE OF CHEAT MOUNTAIN, 19 FEET SOUTHEAST OF CENTER
 HW1978'LINE OF HIGHWAY, ABOUT 3 1/2 FEET ABOVE LEVEL OF HIGHWAY, 6 FEET
 HW1978'SOUTHWEST OF NORTHEAST END OF BOULDER, 2 FEET ABOVE GROUND, AND
 HW1978'SET VERTICALLY IN SOUTHWEST FACE OF EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1874 ***********************************************************************
 HW1874  DESIGNATION -  B 266
 HW1874  PID         -  HW1874
 HW1874  STATE/COUNTY-  WV/POCAHONTAS
 HW1874  USGS QUAD   -  CASS (1995)
 HW1874
 HW1874                         *CURRENT SURVEY CONTROL
 HW1874  ___________________________________________________________________
 HW1874* NAD 83(1986)-  38 26 47.     (N)    079 57 32.     (W)     SCALED    
 HW1874* NAVD 88     -      1188.136  (meters)    3898.08   (feet)  ADJUSTED  
 HW1874  ___________________________________________________________________
 HW1874  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HW1874  DYNAMIC HT  -        1187.187 (meters)    3894.96  (feet)  COMP
 HW1874  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 HW1874
 HW1874  VERT ORDER  -  SECOND    CLASS 0
 HW1874
 HW1874.The horizontal coordinates were scaled from a topographic map and have
 HW1874.an estimated accuracy of +/- 6 seconds.
 HW1874
 HW1874.The orthometric height was determined by differential leveling
 HW1874.and adjusted by the National Geodetic Survey in June 1991..
 HW1874
 HW1874.The geoid height was determined by GEOID03.
 HW1874
 HW1874.The dynamic height is computed by dividing the NAVD 88
 HW1874.geopotential number by the normal gravity value computed on the
 HW1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1874.degrees latitude (g = 980.6199 gals.).
 HW1874
 HW1874.The modeled gravity was interpolated from observed gravity values.
 HW1874
 HW1874;                    North         East    Units  Estimated Accuracy
 HW1874;SPC WV S     -   161,040.      690,880.      MT  (+/- 180 meters Scaled)
 HW1874
 HW1874                          SUPERSEDED SURVEY CONTROL
 HW1874
 HW1874  NGVD 29 (??/??/92) 1188.225  (m)         3898.37   (f) ADJ UNCH    2 0
 HW1874
 HW1874.Superseded values are not recommended for survey control.
 HW1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1874.See file dsdata.txt to determine how the superseded data were derived.
 HW1874
 HW1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC908558(NAD 83)
 HW1874_MARKER: DB = BENCH MARK DISK
 HW1874_SETTING: 66 = SET IN ROCK OUTCROP
 HW1874_SP_SET: ROCK OUTCROP
 HW1874_STAMPING: B 266 1962
 HW1874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1874+STABILITY: POSITION/ELEVATION WELL
 HW1874
 HW1874  HISTORY     - Date     Condition        Report By
 HW1874  HISTORY     - 1962     MONUMENTED       CGS
 HW1874
 HW1874                          STATION DESCRIPTION
 HW1874
 HW1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1874'8 MI NW FROM CASS.
 HW1874'ABOUT 7.4 MILES NORTH AND NORTHWEST ALONG THE CHEAT AND BALD
 HW1874'KNOB SCENIC RAILROAD FROM THE POST OFFICE AT CASS, THENCE 0.6
 HW1874'MILE NORTH ALONG AN ABANDONED RAILROAD BED, SET VERTICALLY
 HW1874'IN THE SOUTHEAST FACE OF A ROCK OUTCROP, 3 FEET NORTHEAST OF
 HW1874'SOUTHWEST CORNER, 1 1/2 ABOVE GROUND, 18 FEET SOUTHEAST OF
 HW1874'ABANDONED ROAD-BED, AND ABOUT 3 FEET ABOVE ABANDONED ROAD-BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1604 ***********************************************************************
 HX1604  DESIGNATION -  B 267
 HX1604  PID         -  HX1604
 HX1604  STATE/COUNTY-  WV/BRAXTON
 HX1604  USGS QUAD   -  ORLANDO (1989)
 HX1604
 HX1604                         *CURRENT SURVEY CONTROL
 HX1604  ___________________________________________________________________
 HX1604* NAD 83(1986)-  38 45 51.     (N)    080 37 20.     (W)     SCALED    
 HX1604* NAVD 88     -       269.980  (meters)     885.76   (feet)  ADJUSTED  
 HX1604  ___________________________________________________________________
 HX1604  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HX1604  DYNAMIC HT  -         269.802 (meters)     885.18  (feet)  COMP
 HX1604  MODELED GRAV-     979,962.2   (mgal)                       NAVD 88
 HX1604
 HX1604  VERT ORDER  -  SECOND    CLASS 0
 HX1604
 HX1604.The horizontal coordinates were scaled from a topographic map and have
 HX1604.an estimated accuracy of +/- 6 seconds.
 HX1604
 HX1604.The orthometric height was determined by differential leveling
 HX1604.and adjusted by the National Geodetic Survey in June 1991..
 HX1604
 HX1604.The geoid height was determined by GEOID03.
 HX1604
 HX1604.The dynamic height is computed by dividing the NAVD 88
 HX1604.geopotential number by the normal gravity value computed on the
 HX1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1604.degrees latitude (g = 980.6199 gals.).
 HX1604
 HX1604.The modeled gravity was interpolated from observed gravity values.
 HX1604
 HX1604;                    North         East    Units  Estimated Accuracy
 HX1604;SPC WV S     -   195,880.      632,830.      MT  (+/- 180 meters Scaled)
 HX1604
 HX1604                          SUPERSEDED SURVEY CONTROL
 HX1604
 HX1604  NGVD 29 (??/??/92)  270.177  (m)          886.41   (f) ADJ UNCH    2 0
 HX1604
 HX1604.Superseded values are not recommended for survey control.
 HX1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1604.See file dsdata.txt to determine how the superseded data were derived.
 HX1604
 HX1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC328906(NAD 83)
 HX1604_MARKER: DB = BENCH MARK DISK
 HX1604_SETTING: 66 = SET IN ROCK OUTCROP
 HX1604_SP_SET: ROCK OUTCROP
 HX1604_STAMPING: B 267 1962
 HX1604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1604+STABILITY: POSITION/ELEVATION WELL
 HX1604
 HX1604  HISTORY     - Date     Condition        Report By
 HX1604  HISTORY     - 1962     MONUMENTED       CGS
 HX1604
 HX1604                          STATION DESCRIPTION
 HX1604
 HX1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1604'1.2 MI E FROM HEATERS.
 HX1604'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 HX1604'HEATERS, SET ON TOP AT THE NORTH END OF A ROCK OUTCROP THAT IS
 HX1604'ABOUT 10 FEET LONG AND 2 1/2 FEET HIGH, 24 FEET SOUTHEAST OF THE
 HX1604'CENTER LINE OF THE HIGHWAY, 51 FEET NORTHEAST OF A PIPE CULVERT,
 HX1604'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0142 ***********************************************************************
 HX0142  DESIGNATION -  B 268
 HX0142  PID         -  HX0142
 HX0142  STATE/COUNTY-  WV/LEWIS
 HX0142  USGS QUAD   -  ROANOKE (1989)
 HX0142
 HX0142                         *CURRENT SURVEY CONTROL
 HX0142  ___________________________________________________________________
 HX0142* NAD 83(1986)-  38 52 31.     (N)    080 28 03.     (W)     SCALED    
 HX0142* NAVD 88     -       330.720  (meters)    1085.04   (feet)  ADJUSTED  
 HX0142  ___________________________________________________________________
 HX0142  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HX0142  DYNAMIC HT  -         330.498 (meters)    1084.31  (feet)  COMP
 HX0142  MODELED GRAV-     979,949.1   (mgal)                       NAVD 88
 HX0142
 HX0142  VERT ORDER  -  SECOND    CLASS 0
 HX0142
 HX0142.The horizontal coordinates were scaled from a topographic map and have
 HX0142.an estimated accuracy of +/- 6 seconds.
 HX0142
 HX0142.The orthometric height was determined by differential leveling
 HX0142.and adjusted by the National Geodetic Survey in June 1991..
 HX0142
 HX0142.The geoid height was determined by GEOID03.
 HX0142
 HX0142.The dynamic height is computed by dividing the NAVD 88
 HX0142.geopotential number by the normal gravity value computed on the
 HX0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0142.degrees latitude (g = 980.6199 gals.).
 HX0142
 HX0142.The modeled gravity was interpolated from observed gravity values.
 HX0142
 HX0142;                    North         East    Units  Estimated Accuracy
 HX0142;SPC WV S     -   208,280.      646,210.      MT  (+/- 180 meters Scaled)
 HX0142
 HX0142                          SUPERSEDED SURVEY CONTROL
 HX0142
 HX0142  NGVD 29 (??/??/92)  330.911  (m)         1085.66   (f) ADJ UNCH    2 0
 HX0142
 HX0142.Superseded values are not recommended for survey control.
 HX0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0142.See file dsdata.txt to determine how the superseded data were derived.
 HX0142
 HX0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND461030(NAD 83)
 HX0142_MARKER: DB = BENCH MARK DISK
 HX0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0142_SP_SET: ABUTMENT
 HX0142_STAMPING: B 268 1962
 HX0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0142
 HX0142  HISTORY     - Date     Condition        Report By
 HX0142  HISTORY     - 1962     MONUMENTED       CGS
 HX0142
 HX0142                          STATION DESCRIPTION
 HX0142
 HX0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0142'0.8 MI NW FROM WALKERSVILLE.
 HX0142'ABOUT 0.8 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0142'FROM THE STATION AT WALKERSVILLE, SET ON TOP OF THE NORTH END
 HX0142'OF THE EAST CONCRETE ABUTMENT OF A BRIDGE 597 OVER WEST FORK
 HX0142'RIVER, 6 FEET EAST OF THE EAST RAIL, AND ABOUT 2 FEET BELOW
 HX0142'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0226 ***********************************************************************
 HX0226  DESIGNATION -  B 269
 HX0226  PID         -  HX0226
 HX0226  STATE/COUNTY-  WV/WEBSTER
 HX0226  USGS QUAD   -  HACKER VALLEY (1967)
 HX0226
 HX0226                         *CURRENT SURVEY CONTROL
 HX0226  ___________________________________________________________________
 HX0226* NAD 83(1986)-  38 43 49.     (N)    080 23 56.     (W)     SCALED    
 HX0226* NAVD 88     -       384.749  (meters)    1262.30   (feet)  ADJUSTED  
 HX0226  ___________________________________________________________________
 HX0226  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HX0226  DYNAMIC HT  -         384.483 (meters)    1261.42  (feet)  COMP
 HX0226  MODELED GRAV-     979,925.9   (mgal)                       NAVD 88
 HX0226
 HX0226  VERT ORDER  -  SECOND    CLASS 0
 HX0226
 HX0226.The horizontal coordinates were scaled from a topographic map and have
 HX0226.an estimated accuracy of +/- 6 seconds.
 HX0226
 HX0226.The orthometric height was determined by differential leveling
 HX0226.and adjusted by the National Geodetic Survey in June 1991..
 HX0226
 HX0226.The geoid height was determined by GEOID03.
 HX0226
 HX0226.The dynamic height is computed by dividing the NAVD 88
 HX0226.geopotential number by the normal gravity value computed on the
 HX0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0226.degrees latitude (g = 980.6199 gals.).
 HX0226
 HX0226.The modeled gravity was interpolated from observed gravity values.
 HX0226
 HX0226;                    North         East    Units  Estimated Accuracy
 HX0226;SPC WV S     -   192,220.      652,270.      MT  (+/- 180 meters Scaled)
 HX0226
 HX0226                          SUPERSEDED SURVEY CONTROL
 HX0226
 HX0226  NGVD 29 (??/??/92)  384.926  (m)         1262.88   (f) ADJ UNCH    2 0
 HX0226
 HX0226.Superseded values are not recommended for survey control.
 HX0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0226.See file dsdata.txt to determine how the superseded data were derived.
 HX0226
 HX0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC522870(NAD 83)
 HX0226_MARKER: DB = BENCH MARK DISK
 HX0226_SETTING: 80 = SET IN A BOULDER
 HX0226_SP_SET: BOULDER
 HX0226_STAMPING: B 269 1962
 HX0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0226+STABILITY: SURFACE MOTION
 HX0226
 HX0226  HISTORY     - Date     Condition        Report By
 HX0226  HISTORY     - 1962     MONUMENTED       CGS
 HX0226
 HX0226                          STATION DESCRIPTION
 HX0226
 HX0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0226'0.5 MI W FROM CLEVELAND.
 HX0226'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0226'AT CLEVELAND, THENCE ABOUT 0.4 MILE NORTHWEST ALONG A ROAD
 HX0226'THAT FOLLOWS ALONG THE WEBSTER AND LEWIS COUNTY LINE, SET IN
 HX0226'THE TOP OF AN EMBEDDED BOULDER THAT IS ABOUT 14 FEET LONG AND
 HX0226'9 FEET WIDE, 14 FEET NORTH OF THE CENTER LINE OF THE ROAD, 74 FEET
 HX0226'EAST OF A PRIVATE DRIVE, AND ABOUT 4 FEET ABOVE THE LEVEL OF
 HX0226'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0897 ***********************************************************************
 JW0897  DESIGNATION -  B 27
 JW0897  PID         -  JW0897
 JW0897  STATE/COUNTY-  WV/MONONGALIA
 JW0897  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0897
 JW0897                         *CURRENT SURVEY CONTROL
 JW0897  ___________________________________________________________________
 JW0897* NAD 83(1986)-  39 40 58.     (N)    079 57 18.     (W)     SCALED    
 JW0897* NAVD 88     -       249.232  (meters)     817.69   (feet)  ADJUSTED  
 JW0897  ___________________________________________________________________
 JW0897  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JW0897  DYNAMIC HT  -         249.084 (meters)     817.20  (feet)  COMP
 JW0897  MODELED GRAV-     980,027.9   (mgal)                       NAVD 88
 JW0897
 JW0897  VERT ORDER  -  FIRST     CLASS II
 JW0897
 JW0897.The horizontal coordinates were scaled from a topographic map and have
 JW0897.an estimated accuracy of +/- 6 seconds.
 JW0897
 JW0897.The orthometric height was determined by differential leveling
 JW0897.and adjusted by the National Geodetic Survey in June 1991..
 JW0897
 JW0897.The geoid height was determined by GEOID03.
 JW0897
 JW0897.The dynamic height is computed by dividing the NAVD 88
 JW0897.geopotential number by the normal gravity value computed on the
 JW0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0897.degrees latitude (g = 980.6199 gals.).
 JW0897
 JW0897.The modeled gravity was interpolated from observed gravity values.
 JW0897
 JW0897;                    North         East    Units  Estimated Accuracy
 JW0897;SPC WV N     -   131,410.      560,970.      MT  (+/- 180 meters Scaled)
 JW0897
 JW0897                          SUPERSEDED SURVEY CONTROL
 JW0897
 JW0897  NGVD 29 (??/??/92)  249.343  (m)          818.05   (f) ADJ UNCH    1 2
 JW0897
 JW0897.Superseded values are not recommended for survey control.
 JW0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0897.See file dsdata.txt to determine how the superseded data were derived.
 JW0897
 JW0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND896930(NAD 83)
 JW0897_MARKER: DB = BENCH MARK DISK
 JW0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0897_STAMPING: B 27 1935
 JW0897_MARK LOGO: CGS   
 JW0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0897+STABILITY: SURFACE MOTION
 JW0897
 JW0897  HISTORY     - Date     Condition        Report By
 JW0897  HISTORY     - 1935     MONUMENTED       CGS
 JW0897  HISTORY     - 1952     GOOD             NGS
 JW0897  HISTORY     - 1983     GOOD             NGS
 JW0897  HISTORY     - 1989     GOOD             USPSQD
 JW0897
 JW0897                          STATION DESCRIPTION
 JW0897
 JW0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JW0897'AT VAN VORHIS.
 JW0897'AT VAN VORHIS, MONONGALIA COUNTY, 55 FEET SOUTHWEST OF THE
 JW0897'BALTIMORE AND OHIO RAILROAD STATION SIGNBOARD, 105 FEET SOUTH OF
 JW0897'POLE 96+20, 15 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 2-1/2
 JW0897'FEET SOUTHEAST OF A MAILBAG SUPPORT.  A STANDARD DISK, STAMPED
 JW0897'B 27 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MAILBAG
 JW0897'SUPPORT HAS BEEN MOVED.
 JW0897
 JW0897                          STATION RECOVERY (1983)
 JW0897
 JW0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0897'RECOVERED IN GOOD CONDITION, INACCESSIBLE TO NEW LEVEL LINE, NOT
 JW0897'LEVELED TO IN 1983.
 JW0897
 JW0897                          STATION RECOVERY (1989)
 JW0897
 JW0897'RECOVERY NOTE BY US POWER SQUADRON 1989 (BET)
 JW0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0209 ***********************************************************************
 HX0209  DESIGNATION -  B 270
 HX0209  PID         -  HX0209
 HX0209  STATE/COUNTY-  WV/UPSHUR
 HX0209  USGS QUAD   -  ROCK CAVE (1966)
 HX0209
 HX0209                         *CURRENT SURVEY CONTROL
 HX0209  ___________________________________________________________________
 HX0209* NAD 83(1986)-  38 45 40.     (N)    080 21 47.     (W)     SCALED    
 HX0209* NAVD 88     -       523.835  (meters)    1718.62   (feet)  ADJUSTED  
 HX0209  ___________________________________________________________________
 HX0209  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 HX0209  DYNAMIC HT  -         523.467 (meters)    1717.41  (feet)  COMP
 HX0209  MODELED GRAV-     979,907.6   (mgal)                       NAVD 88
 HX0209
 HX0209  VERT ORDER  -  SECOND    CLASS 0
 HX0209
 HX0209.The horizontal coordinates were scaled from a topographic map and have
 HX0209.an estimated accuracy of +/- 6 seconds.
 HX0209
 HX0209.The orthometric height was determined by differential leveling
 HX0209.and adjusted by the National Geodetic Survey in June 1991..
 HX0209
 HX0209.The geoid height was determined by GEOID03.
 HX0209
 HX0209.The dynamic height is computed by dividing the NAVD 88
 HX0209.geopotential number by the normal gravity value computed on the
 HX0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0209.degrees latitude (g = 980.6199 gals.).
 HX0209
 HX0209.The modeled gravity was interpolated from observed gravity values.
 HX0209
 HX0209;                    North         East    Units  Estimated Accuracy
 HX0209;SPC WV S     -   195,660.      655,360.      MT  (+/- 180 meters Scaled)
 HX0209
 HX0209                          SUPERSEDED SURVEY CONTROL
 HX0209
 HX0209  NGVD 29 (??/??/92)  524.011  (m)         1719.19   (f) ADJ UNCH    2 0
 HX0209
 HX0209.Superseded values are not recommended for survey control.
 HX0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0209.See file dsdata.txt to determine how the superseded data were derived.
 HX0209
 HX0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC553904(NAD 83)
 HX0209_MARKER: DB = BENCH MARK DISK
 HX0209_SETTING: 66 = SET IN ROCK OUTCROP
 HX0209_SP_SET: EMBEDDED ROCK
 HX0209_STAMPING: B 270 1962
 HX0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0209+STABILITY: POSITION/ELEVATION WELL
 HX0209
 HX0209  HISTORY     - Date     Condition        Report By
 HX0209  HISTORY     - 1962     MONUMENTED       CGS
 HX0209
 HX0209                          STATION DESCRIPTION
 HX0209
 HX0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0209'4 MI NE FROM CLEVELAND.
 HX0209'ABOUT 4.0 MILE NORTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0209'OFFICE AT CLEVELAND, IN THE LAWN OF PROPERTY PRESENTLY OWNED
 HX0209'BY MR. HAYMOND, SET IN THE TOP OF AN EMBEDDED ROCK THAT IS ABOUT
 HX0209'8-BY 12-FOOT LONG, 121 FEET NORTHEAST OF THE NORTHEAST CORNER
 HX0209'OF THE HOUSE, 89 FEET SOUTH OF THE SOUTHWEST END OF A CONCRETE
 HX0209'BOX CULVERT, 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HX0209'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS
 HX0209'BENCH MARK CAN ALSO BE REACHED BY GOING 1.45 MILES SOUTHWEST
 HX0209'ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT KANAWHA HEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1470 ***********************************************************************
 HX1470  DESIGNATION -  B 271
 HX1470  PID         -  HX1470
 HX1470  STATE/COUNTY-  WV/LEWIS
 HX1470  USGS QUAD   -  PETERSON (1989)
 HX1470
 HX1470                         *CURRENT SURVEY CONTROL
 HX1470  ___________________________________________________________________
 HX1470* NAD 83(1986)-  38 53 27.     (N)    080 33 42.     (W)     SCALED    
 HX1470* NAVD 88     -       248.204  (meters)     814.32   (feet)  ADJUSTED  
 HX1470  ___________________________________________________________________
 HX1470  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HX1470  DYNAMIC HT  -         248.043 (meters)     813.79  (feet)  COMP
 HX1470  MODELED GRAV-     979,973.2   (mgal)                       NAVD 88
 HX1470
 HX1470  VERT ORDER  -  SECOND    CLASS 0
 HX1470
 HX1470.The horizontal coordinates were scaled from a topographic map and have
 HX1470.an estimated accuracy of +/- 6 seconds.
 HX1470
 HX1470.The orthometric height was determined by differential leveling
 HX1470.and adjusted by the National Geodetic Survey in June 1991..
 HX1470
 HX1470.The geoid height was determined by GEOID03.
 HX1470
 HX1470.The dynamic height is computed by dividing the NAVD 88
 HX1470.geopotential number by the normal gravity value computed on the
 HX1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1470.degrees latitude (g = 980.6199 gals.).
 HX1470
 HX1470.The modeled gravity was interpolated from observed gravity values.
 HX1470
 HX1470;                    North         East    Units  Estimated Accuracy
 HX1470;SPC WV S     -   209,960.      638,030.      MT  (+/- 180 meters Scaled)
 HX1470
 HX1470                          SUPERSEDED SURVEY CONTROL
 HX1470
 HX1470  NGVD 29 (??/??/92)  248.407  (m)          814.98   (f) ADJ UNCH    2 0
 HX1470
 HX1470.Superseded values are not recommended for survey control.
 HX1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1470.See file dsdata.txt to determine how the superseded data were derived.
 HX1470
 HX1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND380047(NAD 83)
 HX1470_MARKER: DB = BENCH MARK DISK
 HX1470_SETTING: 66 = SET IN ROCK OUTCROP
 HX1470_SP_SET: ROCK CLIFF
 HX1470_STAMPING: B 271 1962
 HX1470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1470+STABILITY: POSITION/ELEVATION WELL
 HX1470
 HX1470  HISTORY     - Date     Condition        Report By
 HX1470  HISTORY     - 1962     MONUMENTED       CGS
 HX1470
 HX1470                          STATION DESCRIPTION
 HX1470
 HX1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1470'2.6 MI NE FROM ORLANDO.
 HX1470'ABOUT 2.6 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX1470'OFFICE AT ORLANDO, ON THE OUTSIDE OF A SMALL CURVE WITH TANGENTS
 HX1470'EXTENDING TO THE NORTHWEST AND NORTHEAST, SET VERTICALLY IN THE
 HX1470'SOUTH FACE OF A ROCK CLIFF THAT IS ABOUT 23 FEET LONG AND 7 FEET
 HX1470'HIGH, 69 FEET EAST OF A GARAGE, 19 FEET NORTH OF THE CENTER
 HX1470'LINE OF THE ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0359 ***********************************************************************
 HX0359  DESIGNATION -  B 272
 HX0359  PID         -  HX0359
 HX0359  STATE/COUNTY-  WV/UPSHUR
 HX0359  USGS QUAD   -  ALTON (1989)
 HX0359
 HX0359                         *CURRENT SURVEY CONTROL
 HX0359  ___________________________________________________________________
 HX0359* NAD 83(1986)-  38 46 12.     (N)    080 14 19.     (W)     SCALED    
 HX0359* NAVD 88     -       570.085  (meters)    1870.35   (feet)  ADJUSTED  
 HX0359  ___________________________________________________________________
 HX0359  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX0359  DYNAMIC HT  -         569.667 (meters)    1868.98  (feet)  COMP
 HX0359  MODELED GRAV-     979,877.6   (mgal)                       NAVD 88
 HX0359
 HX0359  VERT ORDER  -  SECOND    CLASS 0
 HX0359
 HX0359.The horizontal coordinates were scaled from a topographic map and have
 HX0359.an estimated accuracy of +/- 6 seconds.
 HX0359
 HX0359.The orthometric height was determined by differential leveling
 HX0359.and adjusted by the National Geodetic Survey in June 1991..
 HX0359
 HX0359.The geoid height was determined by GEOID03.
 HX0359
 HX0359.The dynamic height is computed by dividing the NAVD 88
 HX0359.geopotential number by the normal gravity value computed on the
 HX0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0359.degrees latitude (g = 980.6199 gals.).
 HX0359
 HX0359.The modeled gravity was interpolated from observed gravity values.
 HX0359
 HX0359;                    North         East    Units  Estimated Accuracy
 HX0359;SPC WV S     -   196,730.      666,170.      MT  (+/- 180 meters Scaled)
 HX0359
 HX0359                          SUPERSEDED SURVEY CONTROL
 HX0359
 HX0359  NGVD 29 (??/??/92)  570.237  (m)         1870.85   (f) ADJ UNCH    2 0
 HX0359
 HX0359.Superseded values are not recommended for survey control.
 HX0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0359.See file dsdata.txt to determine how the superseded data were derived.
 HX0359
 HX0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC661915(NAD 83)
 HX0359_MARKER: DB = BENCH MARK DISK
 HX0359_SETTING: 66 = SET IN ROCK OUTCROP
 HX0359_SP_SET: ROCK CLIFF
 HX0359_STAMPING: B 272 1962
 HX0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0359+STABILITY: POSITION/ELEVATION WELL
 HX0359
 HX0359  HISTORY     - Date     Condition        Report By
 HX0359  HISTORY     - 1962     MONUMENTED       CGS
 HX0359
 HX0359                          STATION DESCRIPTION
 HX0359
 HX0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0359'1.4 MI N FROM SELBYVILLE.
 HX0359'ABOUT 1.45 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0359'FROM THE POST OFFICE AT SELBYVILLE, ON THE OUTSIDE OF A CURVE
 HX0359'WITH THE TANGENTS EXTENDING TO THE SOUTHEAST AND EAST, SET
 HX0359'VERTICALLY IN THE NORTHWEST FACE OF A ROCK CLIFF THAT IS 176
 HX0359'FEET LONG AND 35 FEET HIGH, 85 FEET SOUTHWEST OF THE NORTHEAST
 HX0359'END OF THE CLIFF, 11 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 HX0359'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0320 ***********************************************************************
 HX0320  DESIGNATION -  B 273
 HX0320  PID         -  HX0320
 HX0320  STATE/COUNTY-  WV/UPSHUR
 HX0320  USGS QUAD   -  ROCK CAVE (1966)
 HX0320
 HX0320                         *CURRENT SURVEY CONTROL
 HX0320  ___________________________________________________________________
 HX0320* NAD 83(1986)-  38 48 03.     (N)    080 18 21.     (W)     SCALED    
 HX0320* NAVD 88     -       518.267  (meters)    1700.35   (feet)  ADJUSTED  
 HX0320  ___________________________________________________________________
 HX0320  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 HX0320  DYNAMIC HT  -         517.896 (meters)    1699.13  (feet)  COMP
 HX0320  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 HX0320
 HX0320  VERT ORDER  -  SECOND    CLASS 0
 HX0320
 HX0320.The horizontal coordinates were scaled from a topographic map and have
 HX0320.an estimated accuracy of +/- 6 seconds.
 HX0320
 HX0320.The orthometric height was determined by differential leveling
 HX0320.and adjusted by the National Geodetic Survey in June 1991..
 HX0320
 HX0320.The geoid height was determined by GEOID03.
 HX0320
 HX0320.The dynamic height is computed by dividing the NAVD 88
 HX0320.geopotential number by the normal gravity value computed on the
 HX0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0320.degrees latitude (g = 980.6199 gals.).
 HX0320
 HX0320.The modeled gravity was interpolated from observed gravity values.
 HX0320
 HX0320;                    North         East    Units  Estimated Accuracy
 HX0320;SPC WV S     -   200,100.      660,300.      MT  (+/- 180 meters Scaled)
 HX0320
 HX0320                          SUPERSEDED SURVEY CONTROL
 HX0320
 HX0320  NGVD 29 (??/??/92)  518.432  (m)         1700.89   (f) ADJ UNCH    2 0
 HX0320
 HX0320.Superseded values are not recommended for survey control.
 HX0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0320.See file dsdata.txt to determine how the superseded data were derived.
 HX0320
 HX0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC602949(NAD 83)
 HX0320_MARKER: DB = BENCH MARK DISK
 HX0320_SETTING: 80 = SET IN A BOULDER
 HX0320_SP_SET: BOULDER
 HX0320_STAMPING: B 273 1962
 HX0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0320+STABILITY: SURFACE MOTION
 HX0320
 HX0320  HISTORY     - Date     Condition        Report By
 HX0320  HISTORY     - 1962     MONUMENTED       CGS
 HX0320
 HX0320                          STATION DESCRIPTION
 HX0320
 HX0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0320'3.2 MI E FROM STILLMAN.
 HX0320'ABOUT 3.2 MILES EAST ALONG A GRAVEL ROAD FROM THE NORTH END OF
 HX0320'A CONCRETE BRIDGE OVER LITTLE KANAWHA RIVER AT STILLMAN, 0.1
 HX0320'MILE NORTHWEST OF A DIM ROAD LEADING WEST, SET VERTICALLY IN
 HX0320'THE EAST FACE OF AN EMBEDDED BOULDER THAT IS 18-BY 10-FOOT WIDE
 HX0320'AND 8-FOOT HIGH, 1-FOOT SOUTH OF THE NORTH CORNER OF THE ROCK,
 HX0320'10 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 HX0320'2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0451 ***********************************************************************
 HX0451  DESIGNATION -  B 274
 HX0451  PID         -  HX0451
 HX0451  STATE/COUNTY-  WV/UPSHUR
 HX0451  USGS QUAD   -  ALTON (1989)
 HX0451
 HX0451                         *CURRENT SURVEY CONTROL
 HX0451  ___________________________________________________________________
 HX0451* NAD 83(1986)-  38 49 12.     (N)    080 07 54.     (W)     SCALED    
 HX0451* NAVD 88     -       797.582  (meters)    2616.73   (feet)  ADJUSTED  
 HX0451  ___________________________________________________________________
 HX0451  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HX0451  DYNAMIC HT  -         797.024 (meters)    2614.90  (feet)  COMP
 HX0451  MODELED GRAV-     979,900.9   (mgal)                       NAVD 88
 HX0451
 HX0451  VERT ORDER  -  SECOND    CLASS 0
 HX0451
 HX0451.The horizontal coordinates were scaled from a topographic map and have
 HX0451.an estimated accuracy of +/- 6 seconds.
 HX0451
 HX0451.The orthometric height was determined by differential leveling
 HX0451.and adjusted by the National Geodetic Survey in June 1991..
 HX0451
 HX0451.The geoid height was determined by GEOID03.
 HX0451
 HX0451.The dynamic height is computed by dividing the NAVD 88
 HX0451.geopotential number by the normal gravity value computed on the
 HX0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0451.degrees latitude (g = 980.6199 gals.).
 HX0451
 HX0451.The modeled gravity was interpolated from observed gravity values.
 HX0451
 HX0451;                    North         East    Units  Estimated Accuracy
 HX0451;SPC WV S     -   202,360.      675,410.      MT  (+/- 180 meters Scaled)
 HX0451
 HX0451                          SUPERSEDED SURVEY CONTROL
 HX0451
 HX0451  NGVD 29 (??/??/92)  797.755  (m)         2617.30   (f) ADJ UNCH    2 0
 HX0451
 HX0451.Superseded values are not recommended for survey control.
 HX0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0451.See file dsdata.txt to determine how the superseded data were derived.
 HX0451
 HX0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC753971(NAD 83)
 HX0451_MARKER: DB = BENCH MARK DISK
 HX0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0451_STAMPING: B 274 1962
 HX0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0451+STABILITY: SURFACE MOTION
 HX0451
 HX0451  HISTORY     - Date     Condition        Report By
 HX0451  HISTORY     - 1962     MONUMENTED       CGS
 HX0451  HISTORY     - 1975     GOOD             BAKER
 HX0451
 HX0451                          STATION DESCRIPTION
 HX0451
 HX0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0451'3.6 MI N FROM HEMLOCK.
 HX0451'ABOUT 0.7 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX0451'AT HEMLOCK, THENCE ABOUT 2.9 MILES NORTH ALONG A GRAVEL ROAD,
 HX0451'ABOUT 120 YARDS NORTHEAST OF A FARM HOUSE, AT THE SUMMIT OF A
 HX0451'SMALL HILL, 61 FEET NORTHEAST OF THE CENTER OF THE JUNCTION
 HX0451'OF A LANE LEADING TO THE FARM HOUSE, 16 FEET EAST OF THE CENTER
 HX0451'LINE OF THE ROAD, 3 FEET NORTH OF A RAIL FENCE, 1 1/2 FEET WEST
 HX0451'OF A WIRE FENCE, 17 1/2 FEET SOUTH OF A APPLE TREE, 2 FEET SOUTH
 HX0451'OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 HX0451'THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 4-INCHES.
 HX0451
 HX0451                          STATION RECOVERY (1975)
 HX0451
 HX0451'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 HX0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2075 ***********************************************************************
 HW2075  DESIGNATION -  B 275
 HW2075  PID         -  HW2075
 HW2075  STATE/COUNTY-  WV/RANDOLPH
 HW2075  USGS QUAD   -  BEVERLY WEST (1995)
 HW2075
 HW2075                         *CURRENT SURVEY CONTROL
 HW2075  ___________________________________________________________________
 HW2075* NAD 83(1986)-  38 47 21.     (N)    079 54 17.     (W)     SCALED    
 HW2075* NAVD 88     -       615.873  (meters)    2020.58   (feet)  ADJUSTED  
 HW2075  ___________________________________________________________________
 HW2075  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HW2075  DYNAMIC HT  -         615.424 (meters)    2019.10  (feet)  COMP
 HW2075  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 HW2075
 HW2075  VERT ORDER  -  FIRST     CLASS II
 HW2075
 HW2075.The horizontal coordinates were scaled from a topographic map and have
 HW2075.an estimated accuracy of +/- 6 seconds.
 HW2075
 HW2075.The orthometric height was determined by differential leveling
 HW2075.and adjusted by the National Geodetic Survey in June 1991..
 HW2075
 HW2075.The geoid height was determined by GEOID03.
 HW2075
 HW2075.The dynamic height is computed by dividing the NAVD 88
 HW2075.geopotential number by the normal gravity value computed on the
 HW2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2075.degrees latitude (g = 980.6199 gals.).
 HW2075
 HW2075.The modeled gravity was interpolated from observed gravity values.
 HW2075
 HW2075;                    North         East    Units  Estimated Accuracy
 HW2075;SPC WV S     -   199,150.      695,160.      MT  (+/- 180 meters Scaled)
 HW2075
 HW2075                          SUPERSEDED SURVEY CONTROL
 HW2075
 HW2075  NGVD 29 (??/??/92)  616.032  (m)         2021.10   (f) ADJ UNCH    1 2
 HW2075
 HW2075.Superseded values are not recommended for survey control.
 HW2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2075.See file dsdata.txt to determine how the superseded data were derived.
 HW2075
 HW2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC951939(NAD 83)
 HW2075_MARKER: DB = BENCH MARK DISK
 HW2075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2075_SP_SET: BUILDING
 HW2075_STAMPING: B 275 1962
 HW2075_MARK LOGO: CGS   
 HW2075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2075
 HW2075  HISTORY     - Date     Condition        Report By
 HW2075  HISTORY     - 1962     MONUMENTED       CGS
 HW2075  HISTORY     - 1983     GOOD             NGS
 HW2075
 HW2075                          STATION DESCRIPTION
 HW2075
 HW2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2075'0.7 MI S FROM DAILEY.
 HW2075'ABOUT 0.7 MILE SOUTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE POST
 HW2075'OFFICE AT DAILEY, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 HW2075'BRICK WALL OF THE HOMESTED SCHOOL, 151 FEET SOUTHEAST OF THE
 HW2075'CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF THE NORTH CORNER
 HW2075'OF THE BUILDING, 96 FEET NORTHEAST OF THE FLAG POLE, ABOUT 3
 HW2075'FEET ABOVE THE GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 HW2075'HIGHWAY.
 HW2075
 HW2075                          STATION RECOVERY (1983)
 HW2075
 HW2075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0419 ***********************************************************************
 HX0419  DESIGNATION -  B 276
 HX0419  PID         -  HX0419
 HX0419  STATE/COUNTY-  WV/RANDOLPH
 HX0419  USGS QUAD   -  ADOLPH (1995)
 HX0419
 HX0419                         *CURRENT SURVEY CONTROL
 HX0419  ___________________________________________________________________
 HX0419* NAD 83(1986)-  38 44 51.     (N)    080 02 39.     (W)     SCALED    
 HX0419* NAVD 88     -       712.022  (meters)    2336.03   (feet)  ADJUSTED  
 HX0419  ___________________________________________________________________
 HX0419  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX0419  DYNAMIC HT  -         711.488 (meters)    2334.27  (feet)  COMP
 HX0419  MODELED GRAV-     979,853.6   (mgal)                       NAVD 88
 HX0419
 HX0419  VERT ORDER  -  SECOND    CLASS 0
 HX0419
 HX0419.The horizontal coordinates were scaled from a topographic map and have
 HX0419.an estimated accuracy of +/- 6 seconds.
 HX0419
 HX0419.The orthometric height was determined by differential leveling
 HX0419.and adjusted by the National Geodetic Survey in June 1991..
 HX0419
 HX0419.The geoid height was determined by GEOID03.
 HX0419
 HX0419.The dynamic height is computed by dividing the NAVD 88
 HX0419.geopotential number by the normal gravity value computed on the
 HX0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0419.degrees latitude (g = 980.6199 gals.).
 HX0419
 HX0419.The modeled gravity was interpolated from observed gravity values.
 HX0419
 HX0419;                    North         East    Units  Estimated Accuracy
 HX0419;SPC WV S     -   194,390.      683,090.      MT  (+/- 180 meters Scaled)
 HX0419
 HX0419                          SUPERSEDED SURVEY CONTROL
 HX0419
 HX0419  NGVD 29 (??/??/92)  712.167  (m)         2336.50   (f) ADJ UNCH    2 0
 HX0419
 HX0419.Superseded values are not recommended for survey control.
 HX0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0419.See file dsdata.txt to determine how the superseded data were derived.
 HX0419
 HX0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC830891(NAD 83)
 HX0419_MARKER: DB = BENCH MARK DISK
 HX0419_SETTING: 80 = SET IN A BOULDER
 HX0419_SP_SET: BOULDER
 HX0419_STAMPING: B 276 1962
 HX0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0419+STABILITY: SURFACE MOTION
 HX0419
 HX0419  HISTORY     - Date     Condition        Report By
 HX0419  HISTORY     - 1962     MONUMENTED       CGS
 HX0419
 HX0419                          STATION DESCRIPTION
 HX0419
 HX0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0419'0.2 MI NE FROM ADOLPH.
 HX0419'ABOUT 0.15 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 HX0419'GRADE SCHOOL AT ADOLPH, SET ON TOP OF A BOULDER THAT IS 3 1/2-BY
 HX0419'9-FOOT LONG AND IS EMBEDDED IN THE GROUND, 31 FEET NORTHWEST
 HX0419'OF THE CENTER LINE OF THE ROAD, 0.9 FOOT SOUTHEAST OF THE
 HX0419'NORTHWEST EDGE OF THE BOULDER, 10 1/2 FEET NORTH OF A T FENCE
 HX0419'JUNCTION, 41 1/2 FEET SOUTH OF A 21-INCH SPRUCE TREE, ABOUT
 HX0419'2.4 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 4 FEET BELOW
 HX0419'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0454 ***********************************************************************
 HX0454  DESIGNATION -  B 277
 HX0454  PID         -  HX0454
 HX0454  STATE/COUNTY-  WV/RANDOLPH
 HX0454  USGS QUAD   -  PICKENS (1977)
 HX0454
 HX0454                         *CURRENT SURVEY CONTROL
 HX0454  ___________________________________________________________________
 HX0454* NAD 83(1986)-  38 39 43.     (N)    080 12 13.     (W)     SCALED    
 HX0454* NAVD 88     -       931.104  (meters)    3054.80   (feet)  ADJUSTED  
 HX0454  ___________________________________________________________________
 HX0454  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX0454  DYNAMIC HT  -         930.383 (meters)    3052.43  (feet)  COMP
 HX0454  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 HX0454
 HX0454  VERT ORDER  -  SECOND    CLASS 0
 HX0454
 HX0454.The horizontal coordinates were scaled from a topographic map and have
 HX0454.an estimated accuracy of +/- 6 seconds.
 HX0454
 HX0454.The orthometric height was determined by differential leveling
 HX0454.and adjusted by the National Geodetic Survey in June 1991..
 HX0454
 HX0454.The geoid height was determined by GEOID03.
 HX0454
 HX0454.The dynamic height is computed by dividing the NAVD 88
 HX0454.geopotential number by the normal gravity value computed on the
 HX0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0454.degrees latitude (g = 980.6199 gals.).
 HX0454
 HX0454.The modeled gravity was interpolated from observed gravity values.
 HX0454
 HX0454;                    North         East    Units  Estimated Accuracy
 HX0454;SPC WV S     -   184,760.      669,310.      MT  (+/- 180 meters Scaled)
 HX0454
 HX0454                          SUPERSEDED SURVEY CONTROL
 HX0454
 HX0454  NGVD 29 (??/??/92)  931.240  (m)         3055.24   (f) ADJ UNCH    2 0
 HX0454
 HX0454.Superseded values are not recommended for survey control.
 HX0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0454.See file dsdata.txt to determine how the superseded data were derived.
 HX0454
 HX0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC692795(NAD 83)
 HX0454_MARKER: DB = BENCH MARK DISK
 HX0454_SETTING: 80 = SET IN A BOULDER
 HX0454_SP_SET: BOULDER
 HX0454_STAMPING: B 277 1962
 HX0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0454+STABILITY: SURFACE MOTION
 HX0454
 HX0454  HISTORY     - Date     Condition        Report By
 HX0454  HISTORY     - 1962     MONUMENTED       CGS
 HX0454
 HX0454                          STATION DESCRIPTION
 HX0454
 HX0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0454'1.3 MI NE FROM PICKENS.
 HX0454'ABOUT 0.7 MILE EAST ALONG COUNTY ROAD 47 FROM THE POST OFFICE
 HX0454'AT PICKENS, THENCE 0.6 MILE NORTHWEST ALONG COUNTY ROAD 45, 0.3
 HX0454'MILE NORTH OF A CEMETERY, ON THE OUTSIDE AT THE SOUTH END OF A
 HX0454'CURVE WITH TANGENTS EXTENDING TO THE NORTHEAST AND SOUTHEAST,
 HX0454'SET ON TOP OF A ROCK THAT IS ABOUT 9-BY 6-FOOT WIDE AND IS
 HX0454'EMBEDDED IN THE GROUND, 27 1/2 FEET WEST OF THE CENTER LINE OF THE
 HX0454'ROAD, 3 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK, AND
 HX0454'ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2125 ***********************************************************************
 HW2125  DESIGNATION -  B 278
 HW2125  PID         -  HW2125
 HW2125  STATE/COUNTY-  WV/RANDOLPH
 HW2125  USGS QUAD   -  BEVERLY WEST (1995)
 HW2125
 HW2125                         *CURRENT SURVEY CONTROL
 HW2125  ___________________________________________________________________
 HW2125* NAD 83(1986)-  38 48 22.     (N)    079 57 03.     (W)     SCALED    
 HW2125* NAVD 88     -      1037.986  (meters)    3405.46   (feet)  ADJUSTED  
 HW2125  ___________________________________________________________________
 HW2125  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HW2125  DYNAMIC HT  -        1037.239 (meters)    3403.01  (feet)  COMP
 HW2125  MODELED GRAV-     979,869.8   (mgal)                       NAVD 88
 HW2125
 HW2125  VERT ORDER  -  SECOND    CLASS 0
 HW2125
 HW2125.The horizontal coordinates were scaled from a topographic map and have
 HW2125.an estimated accuracy of +/- 6 seconds.
 HW2125
 HW2125.The orthometric height was determined by differential leveling
 HW2125.and adjusted by the National Geodetic Survey in June 1991..
 HW2125
 HW2125.The geoid height was determined by GEOID03.
 HW2125
 HW2125.The dynamic height is computed by dividing the NAVD 88
 HW2125.geopotential number by the normal gravity value computed on the
 HW2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2125.degrees latitude (g = 980.6199 gals.).
 HW2125
 HW2125.The modeled gravity was interpolated from observed gravity values.
 HW2125
 HW2125;                    North         East    Units  Estimated Accuracy
 HW2125;SPC WV S     -   200,980.      691,130.      MT  (+/- 180 meters Scaled)
 HW2125
 HW2125                          SUPERSEDED SURVEY CONTROL
 HW2125
 HW2125  NGVD 29 (??/??/92) 1038.162  (m)         3406.04   (f) ADJ UNCH    2 0
 HW2125
 HW2125.Superseded values are not recommended for survey control.
 HW2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2125.See file dsdata.txt to determine how the superseded data were derived.
 HW2125
 HW2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC910957(NAD 83)
 HW2125_MARKER: DB = BENCH MARK DISK
 HW2125_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2125_STAMPING: B 278 1962
 HW2125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2125
 HW2125  HISTORY     - Date     Condition        Report By
 HW2125  HISTORY     - 1962     MONUMENTED       CGS
 HW2125
 HW2125                          STATION DESCRIPTION
 HW2125
 HW2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2125'4.9 MI NW FROM VALLEY BEND.
 HW2125'ABOUT 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 219 AND 250 FROM
 HW2125'THE POST OFFICE AT VALLEY BEND, THENCE ABOUT 2.35 MILES NORTHWEST
 HW2125'ALONG A GRAVEL ROAD, THENCE 1.65 MILES NORTH ALONG A WOODS ROAD,
 HW2125'SET ON TOP OF A ROCK THAT IS ABOUT 5-BY 13-FOOT LONG AND IS
 HW2125'EMBEDDED IN THE GROUND, 8 1/2 FEET WEST OF THE CENTER LINE OF
 HW2125'THE ROAD, 1 FOOT WEST OF THE EAST EDGE OF THE ROCK, AND IS ABOUT
 HW2125'3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2117 ***********************************************************************
 HW2117  DESIGNATION -  B 279
 HW2117  PID         -  HW2117
 HW2117  STATE/COUNTY-  WV/RANDOLPH
 HW2117  USGS QUAD   -  BEVERLY WEST (1995)
 HW2117
 HW2117                         *CURRENT SURVEY CONTROL
 HW2117  ___________________________________________________________________
 HW2117* NAD 83(1986)-  38 45 19.     (N)    079 55 42.     (W)     SCALED    
 HW2117* NAVD 88     -       638.139  (meters)    2093.63   (feet)  ADJUSTED  
 HW2117  ___________________________________________________________________
 HW2117  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HW2117  DYNAMIC HT  -         637.671 (meters)    2092.09  (feet)  COMP
 HW2117  MODELED GRAV-     979,873.9   (mgal)                       NAVD 88
 HW2117
 HW2117  VERT ORDER  -  SECOND    CLASS 0
 HW2117
 HW2117.The horizontal coordinates were scaled from a topographic map and have
 HW2117.an estimated accuracy of +/- 6 seconds.
 HW2117
 HW2117.The orthometric height was determined by differential leveling
 HW2117.and adjusted by the National Geodetic Survey in June 1991..
 HW2117
 HW2117.The geoid height was determined by GEOID03.
 HW2117
 HW2117.The dynamic height is computed by dividing the NAVD 88
 HW2117.geopotential number by the normal gravity value computed on the
 HW2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2117.degrees latitude (g = 980.6199 gals.).
 HW2117
 HW2117.The modeled gravity was interpolated from observed gravity values.
 HW2117
 HW2117;                    North         East    Units  Estimated Accuracy
 HW2117;SPC WV S     -   195,360.      693,150.      MT  (+/- 180 meters Scaled)
 HW2117
 HW2117                          SUPERSEDED SURVEY CONTROL
 HW2117
 HW2117  NGVD 29 (??/??/92)  638.290  (m)         2094.12   (f) ADJ UNCH    2 0
 HW2117
 HW2117.Superseded values are not recommended for survey control.
 HW2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2117.See file dsdata.txt to determine how the superseded data were derived.
 HW2117
 HW2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC931901(NAD 83)
 HW2117_MARKER: DB = BENCH MARK DISK
 HW2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2117_STAMPING: B 279 1962
 HW2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2117+STABILITY: SURFACE MOTION
 HW2117
 HW2117  HISTORY     - Date     Condition        Report By
 HW2117  HISTORY     - 1962     MONUMENTED       CGS
 HW2117
 HW2117                          STATION DESCRIPTION
 HW2117
 HW2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2117'1.3 MI S FROM VALLEY BEND.
 HW2117'ABOUT 0.7 MILE SOUTH ALONG COUNTY ROAD 37 (BLACK TOP) FROM THE
 HW2117'POST OFFICE AT VALLEY BEND, THENCE 0.6 MILE WEST AND THEN SOUTH
 HW2117'ALONG COUNTY ROAD 39 (BLACK TOP), AT A T ROAD JUNCTION, 0.15 MILE
 HW2117'WEST OF THE VALLEY BEND WATER WORKS, 45 FEET SOUTH OF THE CENTER
 HW2117'OF THE JUNCTION, 21 FEET WEST OF THE CENTER LINE OF THE ROAD
 HW2117'LEADING SOUTH, 3 FEET NORTH OF A TELEPHONE POLE G 80, 1-FOOT EAST
 HW2117'OF THE FENCE LINE, 18 FEET NORTHWEST OF A 12-INCH PIPE CULERT, 2
 HW2117'FEET SOUTH OF A STEEL WITNESS POST, ABOUT 1-FOOT ABOVE THE LEVEL
 HW2117'OF THE ROAD, AND SET IN THE TOP OF A CONRETE POST PROJECTING 2
 HW2117'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0785 ***********************************************************************
 KY0785  DESIGNATION -  B 28
 KY0785  PID         -  KY0785
 KY0785  STATE/COUNTY-  WV/BROOKE
 KY0785  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0785
 KY0785                         *CURRENT SURVEY CONTROL
 KY0785  ___________________________________________________________________
 KY0785* NAD 83(1986)-  40 20 55.     (N)    080 36 28.     (W)     SCALED    
 KY0785* NAVD 88     -       207.532  (meters)     680.88   (feet)  ADJUSTED  
 KY0785  ___________________________________________________________________
 KY0785  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KY0785  DYNAMIC HT  -         207.424 (meters)     680.52  (feet)  COMP
 KY0785  MODELED GRAV-     980,096.8   (mgal)                       NAVD 88
 KY0785
 KY0785  VERT ORDER  -  FIRST     CLASS II
 KY0785
 KY0785.The horizontal coordinates were scaled from a topographic map and have
 KY0785.an estimated accuracy of +/- 6 seconds.
 KY0785
 KY0785.The orthometric height was determined by differential leveling
 KY0785.and adjusted by the National Geodetic Survey in June 1991..
 KY0785
 KY0785.The geoid height was determined by GEOID03.
 KY0785
 KY0785.The dynamic height is computed by dividing the NAVD 88
 KY0785.geopotential number by the normal gravity value computed on the
 KY0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0785.degrees latitude (g = 980.6199 gals.).
 KY0785
 KY0785.The modeled gravity was interpolated from observed gravity values.
 KY0785
 KY0785;                    North         East    Units  Estimated Accuracy
 KY0785;SPC WV N     -   205,820.      505,890.      MT  (+/- 180 meters Scaled)
 KY0785
 KY0785                          SUPERSEDED SURVEY CONTROL
 KY0785
 KY0785  NGVD 29 (??/??/92)  207.712  (m)          681.47   (f) ADJ UNCH    1 2
 KY0785
 KY0785.Superseded values are not recommended for survey control.
 KY0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0785.See file dsdata.txt to determine how the superseded data were derived.
 KY0785
 KY0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE333665(NAD 83)
 KY0785_MARKER: DB = BENCH MARK DISK
 KY0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0785_STAMPING: B 28 1935
 KY0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0785+STABILITY: SURFACE MOTION
 KY0785
 KY0785  HISTORY     - Date     Condition        Report By
 KY0785  HISTORY     - 1935     MONUMENTED       CGS
 KY0785  HISTORY     - 1958     GOOD             USGS
 KY0785  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0785
 KY0785                          STATION DESCRIPTION
 KY0785
 KY0785'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KY0785'2.9 MI S FROM WEIRTON JUNCTION.
 KY0785'IT IS 1790 FEET NORTH OF GRADE CROSSING AT WHEELING STEEL, 438
 KY0785'FEET NORTH OF 3 TRACKS IN LINE WITH PIPE LINE AND POWER LINE W
 KY0785'BETWEEN 2 LARGE ALLIED OIL CO. TANKS, 4 INCHES UNDERGROUND AND 1
 KY0785'FOOT NORTH OF WITNESS POST.  2.9 MILES SOUTH ALONG THE PENNSYLVANIA
 KY0785'RAILROAD FROM THE STATION AT WEIRTON JUNCTION, BROOKE COUNTY,
 KY0785'0.2 MILE SOUTH OF MILEPOST 2, 102 FEET WEST OF STATE HIGHWAY 2,
 KY0785'19 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 7 FEET NORTHEAST
 KY0785'OF A POLE, AND ABOUT 15 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 KY0785'DISK, STAMPED B 28 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KY0785
 KY0785                          STATION RECOVERY (1983)
 KY0785
 KY0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0785'NOT RECOVERED, EXACT LOCATION COULD NOT BE FOUND, DESCRIPTION
 KY0785'INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0475 ***********************************************************************
 HX0475  DESIGNATION -  B 280
 HX0475  PID         -  HX0475
 HX0475  STATE/COUNTY-  WV/RANDOLPH
 HX0475  USGS QUAD   -  CASSITY (1977)
 HX0475
 HX0475                         *CURRENT SURVEY CONTROL
 HX0475  ___________________________________________________________________
 HX0475* NAD 83(1986)-  38 52 09.     (N)    080 04 21.     (W)     SCALED    
 HX0475* NAVD 88     -       582.762  (meters)    1911.94   (feet)  ADJUSTED  
 HX0475  ___________________________________________________________________
 HX0475  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HX0475  DYNAMIC HT  -         582.343 (meters)    1910.57  (feet)  COMP
 HX0475  MODELED GRAV-     979,890.6   (mgal)                       NAVD 88
 HX0475
 HX0475  VERT ORDER  -  SECOND    CLASS 0
 HX0475
 HX0475.The horizontal coordinates were scaled from a topographic map and have
 HX0475.an estimated accuracy of +/- 6 seconds.
 HX0475
 HX0475.The orthometric height was determined by differential leveling
 HX0475.and adjusted by the National Geodetic Survey in June 1991..
 HX0475
 HX0475.The geoid height was determined by GEOID03.
 HX0475
 HX0475.The dynamic height is computed by dividing the NAVD 88
 HX0475.geopotential number by the normal gravity value computed on the
 HX0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0475.degrees latitude (g = 980.6199 gals.).
 HX0475
 HX0475.The modeled gravity was interpolated from observed gravity values.
 HX0475
 HX0475;                    North         East    Units  Estimated Accuracy
 HX0475;SPC WV S     -   207,870.      680,490.      MT  (+/- 180 meters Scaled)
 HX0475
 HX0475                          SUPERSEDED SURVEY CONTROL
 HX0475
 HX0475  NGVD 29 (??/??/92)  582.921  (m)         1912.47   (f) ADJ UNCH    2 0
 HX0475
 HX0475.Superseded values are not recommended for survey control.
 HX0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0475.See file dsdata.txt to determine how the superseded data were derived.
 HX0475
 HX0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND804026(NAD 83)
 HX0475_MARKER: DB = BENCH MARK DISK
 HX0475_SETTING: 80 = SET IN A BOULDER
 HX0475_SP_SET: BOULDER
 HX0475_STAMPING: B 280 1962
 HX0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0475+STABILITY: SURFACE MOTION
 HX0475
 HX0475  HISTORY     - Date     Condition        Report By
 HX0475  HISTORY     - 1962     MONUMENTED       CGS
 HX0475
 HX0475                          STATION DESCRIPTION
 HX0475
 HX0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0475'6 MI SE FROM ELLAMORE.
 HX0475'ABOUT 5.15 MILES SOUTH ALONG A BLACK TOP ROAD AND GRAVEL ROAD
 HX0475'THAT FOLLOWS ALONG THE EAST SIDE OF THE MIDDLE FORK RIVER FROM
 HX0475'THE POST OFFICE AT ELLAMORE, THENCE ABOUT 0.8 MILE EAST AND THEN
 HX0475'SOUTHEAST ALONG A DIRT ROAD, ABOUT 105 YARDS SOUTH OF AN OLD SAW
 HX0475'MILL, SET ON TOP OF AN EMBEDDED ROCK THAT IS ABOUT 12-BY 6-FOOT
 HX0475'WIDE AND 2 1/2 FEET HIGH, AT THE NORTHEAST CORNER OF THE ROCK,
 HX0475'14 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET
 HX0475'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2020 ***********************************************************************
 HW2020  DESIGNATION -  B 281
 HW2020  PID         -  HW2020
 HW2020  STATE/COUNTY-  WV/RANDOLPH
 HW2020  USGS QUAD   -  JUNIOR (1976)
 HW2020
 HW2020                         *CURRENT SURVEY CONTROL
 HW2020  ___________________________________________________________________
 HW2020* NAD 83(1986)-  38 53 51.     (N)    079 58 31.     (W)     SCALED    
 HW2020* NAVD 88     -       667.236  (meters)    2189.09   (feet)  ADJUSTED  
 HW2020  ___________________________________________________________________
 HW2020  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HW2020  DYNAMIC HT  -         666.751 (meters)    2187.50  (feet)  COMP
 HW2020  MODELED GRAV-     979,878.4   (mgal)                       NAVD 88
 HW2020
 HW2020  VERT ORDER  -  SECOND    CLASS 0
 HW2020
 HW2020.The horizontal coordinates were scaled from a topographic map and have
 HW2020.an estimated accuracy of +/- 6 seconds.
 HW2020
 HW2020.The orthometric height was determined by differential leveling
 HW2020.and adjusted by the National Geodetic Survey in June 1991..
 HW2020
 HW2020.The geoid height was determined by GEOID03.
 HW2020
 HW2020.The dynamic height is computed by dividing the NAVD 88
 HW2020.geopotential number by the normal gravity value computed on the
 HW2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2020.degrees latitude (g = 980.6199 gals.).
 HW2020
 HW2020.The modeled gravity was interpolated from observed gravity values.
 HW2020
 HW2020;                    North         East    Units  Estimated Accuracy
 HW2020;SPC WV S     -   211,100.      688,890.      MT  (+/- 180 meters Scaled)
 HW2020
 HW2020                          SUPERSEDED SURVEY CONTROL
 HW2020
 HW2020  NGVD 29 (??/??/92)  667.388  (m)         2189.59   (f) ADJ UNCH    2 0
 HW2020
 HW2020.Superseded values are not recommended for survey control.
 HW2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2020.See file dsdata.txt to determine how the superseded data were derived.
 HW2020
 HW2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND888059(NAD 83)
 HW2020_MARKER: DB = BENCH MARK DISK
 HW2020_SETTING: 66 = SET IN ROCK OUTCROP
 HW2020_SP_SET: ROCK LEDGE
 HW2020_STAMPING: B 281 1962
 HW2020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2020+STABILITY: POSITION/ELEVATION WELL
 HW2020
 HW2020  HISTORY     - Date     Condition        Report By
 HW2020  HISTORY     - 1962     MONUMENTED       CGS
 HW2020
 HW2020                          STATION DESCRIPTION
 HW2020
 HW2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2020'2.7 MI S FROM NORTON.
 HW2020'ABOUT 2.7 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HW2020'AT NORTON, ABOUT 0.3 MILE NORTHWEST OF COALTON HIGH SCHOOL, ABOUT
 HW2020'0.1 MILE NORTHEAST OF A COAL MINE, SET VERTICALLY IN THE SOUTHEAST
 HW2020'FACE OF A ROCK LEDGE THAT IS 42 FEET LONG AND 2 1/2 FEET HIGH
 HW2020'AT THE MARK, 12 FEET NORTHEAST OF THE SOUTHWEST END OF THE LEDGE,
 HW2020'22 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3
 HW2020'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2021 ***********************************************************************
 HW2021  DESIGNATION -  B 281 RESET 1967
 HW2021  PID         -  HW2021
 HW2021  STATE/COUNTY-  WV/RANDOLPH
 HW2021  USGS QUAD   -  JUNIOR (1976)
 HW2021
 HW2021                         *CURRENT SURVEY CONTROL
 HW2021  ___________________________________________________________________
 HW2021* NAD 83(1986)-  38 53 51.     (N)    079 58 31.     (W)     SCALED    
 HW2021* NAVD 88     -       668.48   (+/-2cm)    2193.2    (feet)  VERTCON   
 HW2021  ___________________________________________________________________
 HW2021  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HW2021
 HW2021  VERT ORDER  -  THIRD (See Below)
 HW2021
 HW2021.The horizontal coordinates were scaled from a topographic map and have
 HW2021.an estimated accuracy of +/- 6 seconds.
 HW2021
 HW2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW2021.The vertical order pertains to the NGVD 29 superseded value.
 HW2021
 HW2021.The geoid height was determined by GEOID03.
 HW2021
 HW2021;                    North         East    Units  Estimated Accuracy
 HW2021;SPC WV S     -   211,100.      688,890.      MT  (+/- 180 meters Scaled)
 HW2021
 HW2021                          SUPERSEDED SURVEY CONTROL
 HW2021
 HW2021  NGVD 29 (09/25/03)  668.63   (m)         2193.7    (f) RESET       3  
 HW2021
 HW2021.Superseded values are not recommended for survey control.
 HW2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2021.See file dsdata.txt to determine how the superseded data were derived.
 HW2021
 HW2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND888059(NAD 83)
 HW2021_MARKER: DB = BENCH MARK DISK
 HW2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2021_STAMPING: B 281 RESET 1967
 HW2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2021+STABILITY: SURFACE MOTION
 HW2021
 HW2021  HISTORY     - Date     Condition        Report By
 HW2021  HISTORY     - 1967     MONUMENTED       CGS
 HW2021
 HW2021                          STATION DESCRIPTION
 HW2021
 HW2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HW2021'2.6 MI S FROM NORTON.
 HW2021'ABOUT 2.65 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 HW2021'OFFICE AT NORTON, ABOUT 0.3 MILE NORTHWEST OF THE COALTON HIGH
 HW2021'SCHOOL, 170 FEET EAST OF THE CENTER OF AN INTERSECTION OF A ROAD
 HW2021'TO COALTON WITH A BLACK TOP ROAD, 26 FEET SOUTH OF THE CENTERLINE
 HW2021'OF A BLACK TOP ROAD, 7 FEET NORTHWEST OF A FENCE CORNER, 2 FEET
 HW2021'WEST OF A TELEPHONE POLE NO. 658/80, AND 2 FEET EAST OF A
 HW2021'WITNESS SIGN AND POST.  IT IS APPROXIMATELY 2 FEET BELOW LEVEL
 HW2021'OF THE ROAD.  THE DISK IS SET IN THE TOP OF AN 8 BY 8 INCH
 HW2021'CONCRETE POST SET 3 1/2 FEET IN THE GROUND AND PROJECTING
 HW2021'APPROXIMATELY 4 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2102 ***********************************************************************
 HW2102  DESIGNATION -  B 282
 HW2102  PID         -  HW2102
 HW2102  STATE/COUNTY-  WV/RANDOLPH
 HW2102  USGS QUAD   -  WILDELL (1995)
 HW2102
 HW2102                         *CURRENT SURVEY CONTROL
 HW2102  ___________________________________________________________________
 HW2102* NAD 83(1986)-  38 41 05.     (N)    079 50 18.     (W)     SCALED    
 HW2102* NAVD 88     -      1044.071  (meters)    3425.42   (feet)  ADJUSTED  
 HW2102  ___________________________________________________________________
 HW2102  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HW2102  DYNAMIC HT  -        1043.254 (meters)    3422.74  (feet)  COMP
 HW2102  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 HW2102
 HW2102  VERT ORDER  -  SECOND    CLASS 0
 HW2102
 HW2102.The horizontal coordinates were scaled from a topographic map and have
 HW2102.an estimated accuracy of +/- 6 seconds.
 HW2102
 HW2102.The orthometric height was determined by differential leveling
 HW2102.and adjusted by the National Geodetic Survey in June 1991..
 HW2102
 HW2102.The geoid height was determined by GEOID03.
 HW2102
 HW2102.The dynamic height is computed by dividing the NAVD 88
 HW2102.geopotential number by the normal gravity value computed on the
 HW2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2102.degrees latitude (g = 980.6199 gals.).
 HW2102
 HW2102.The modeled gravity was interpolated from observed gravity values.
 HW2102
 HW2102;                    North         East    Units  Estimated Accuracy
 HW2102;SPC WV S     -   187,620.      701,070.      MT  (+/- 180 meters Scaled)
 HW2102
 HW2102                          SUPERSEDED SURVEY CONTROL
 HW2102
 HW2102  NGVD 29 (??/??/92) 1044.183  (m)         3425.79   (f) ADJ UNCH    2 0
 HW2102
 HW2102.Superseded values are not recommended for survey control.
 HW2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2102.See file dsdata.txt to determine how the superseded data were derived.
 HW2102
 HW2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC010824(NAD 83)
 HW2102_MARKER: DB = BENCH MARK DISK
 HW2102_SETTING: 66 = SET IN ROCK OUTCROP
 HW2102_SP_SET: ROCK OUTCROP
 HW2102_STAMPING: B 282 1962
 HW2102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2102+STABILITY: POSITION/ELEVATION WELL
 HW2102
 HW2102  HISTORY     - Date     Condition        Report By
 HW2102  HISTORY     - 1962     MONUMENTED       CGS
 HW2102
 HW2102                          STATION DESCRIPTION
 HW2102
 HW2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2102'8.2 MI NE FROM CHEAT BRIDGE.
 HW2102'ABOUT 8.15 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN
 HW2102'MARYLAND RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT
 HW2102'BRIDGE, AT A COAL MINE FORMELY NAMED LINAN MINE (ABANDONED),
 HW2102'SET ON TOP OF A ROCK OUTCROP THAT IS 12-FOOT LONG AND 1-FOOT HIGH,
 HW2102'ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING TO NORTH AND
 HW2102'NORTHEAST, 13 FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 0.4
 HW2102'MILE SOUTH OF MILEPOST C 15, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL
 HW2102'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0131 ***********************************************************************
 HX0131  DESIGNATION -  B 283
 HX0131  PID         -  HX0131
 HX0131  STATE/COUNTY-  WV/LEWIS
 HX0131  USGS QUAD   -  ROCK CAVE (1966)
 HX0131
 HX0131                         *CURRENT SURVEY CONTROL
 HX0131  ___________________________________________________________________
 HX0131* NAD 83(1986)-  38 51 46.     (N)    080 22 24.     (W)     SCALED    
 HX0131* NAVD 88     -       422.548  (meters)    1386.31   (feet)  ADJUSTED  
 HX0131  ___________________________________________________________________
 HX0131  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HX0131  DYNAMIC HT  -         422.258 (meters)    1385.36  (feet)  COMP
 HX0131  MODELED GRAV-     979,931.0   (mgal)                       NAVD 88
 HX0131
 HX0131  VERT ORDER  -  SECOND    CLASS 0
 HX0131
 HX0131.The horizontal coordinates were scaled from a topographic map and have
 HX0131.an estimated accuracy of +/- 6 seconds.
 HX0131
 HX0131.The orthometric height was determined by differential leveling
 HX0131.and adjusted by the National Geodetic Survey in June 1991..
 HX0131
 HX0131.The geoid height was determined by GEOID03.
 HX0131
 HX0131.The dynamic height is computed by dividing the NAVD 88
 HX0131.geopotential number by the normal gravity value computed on the
 HX0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0131.degrees latitude (g = 980.6199 gals.).
 HX0131
 HX0131.The modeled gravity was interpolated from observed gravity values.
 HX0131
 HX0131;                    North         East    Units  Estimated Accuracy
 HX0131;SPC WV S     -   206,940.      654,390.      MT  (+/- 180 meters Scaled)
 HX0131
 HX0131                          SUPERSEDED SURVEY CONTROL
 HX0131
 HX0131  NGVD 29 (??/??/92)  422.734  (m)         1386.92   (f) ADJ UNCH    2 0
 HX0131
 HX0131.Superseded values are not recommended for survey control.
 HX0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0131.See file dsdata.txt to determine how the superseded data were derived.
 HX0131
 HX0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND543017(NAD 83)
 HX0131_MARKER: DB = BENCH MARK DISK
 HX0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0131_SP_SET: RETAINING WALL
 HX0131_STAMPING: B 283 1962
 HX0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0131
 HX0131  HISTORY     - Date     Condition        Report By
 HX0131  HISTORY     - 1962     MONUMENTED       CGS
 HX0131
 HX0131                          STATION DESCRIPTION
 HX0131
 HX0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0131'1.6 MI W FROM FRENCHTON.
 HX0131'ABOUT 1.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0131'FROM THE STATION AT FRENCHTON, SET VERTICALLY IN THE WEST FACE
 HX0131'AT THE WEST END OF A BRICK RETAINING WALL, 8 INCHES SOUTH OF THE
 HX0131'NORTHWEST CORNER OF THE WALL, 6 1/2 FEET SOUTH OF THE SOUTH RAIL,
 HX0131'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1396 ***********************************************************************
 GX1396  DESIGNATION -  B 284
 GX1396  PID         -  GX1396
 GX1396  STATE/COUNTY-  WV/MERCER
 GX1396  USGS QUAD   -  OAKVALE (1977)
 GX1396
 GX1396                         *CURRENT SURVEY CONTROL
 GX1396  ___________________________________________________________________
 GX1396* NAD 83(1986)-  37 19 26.     (N)    080 59 39.     (W)     SCALED    
 GX1396* NAVD 88     -       546.454  (meters)    1792.82   (feet)  ADJUSTED  
 GX1396  ___________________________________________________________________
 GX1396  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX1396  DYNAMIC HT  -         545.973 (meters)    1791.25  (feet)  COMP
 GX1396  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 GX1396
 GX1396  VERT ORDER  -  FIRST     CLASS II
 GX1396
 GX1396.The horizontal coordinates were scaled from a topographic map and have
 GX1396.an estimated accuracy of +/- 6 seconds.
 GX1396
 GX1396.The orthometric height was determined by differential leveling
 GX1396.and adjusted by the National Geodetic Survey in June 1991..
 GX1396
 GX1396.The geoid height was determined by GEOID03.
 GX1396
 GX1396.The dynamic height is computed by dividing the NAVD 88
 GX1396.geopotential number by the normal gravity value computed on the
 GX1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1396.degrees latitude (g = 980.6199 gals.).
 GX1396
 GX1396.The modeled gravity was interpolated from observed gravity values.
 GX1396
 GX1396;                    North         East    Units  Estimated Accuracy
 GX1396;SPC WV S     -    35,950.      600,520.      MT  (+/- 180 meters Scaled)
 GX1396
 GX1396                          SUPERSEDED SURVEY CONTROL
 GX1396
 GX1396  NGVD 29 (??/??/92)  546.560  (m)         1793.17   (f) ADJ UNCH    1 2
 GX1396
 GX1396.Superseded values are not recommended for survey control.
 GX1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1396.See file dsdata.txt to determine how the superseded data were derived.
 GX1396
 GX1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB005308(NAD 83)
 GX1396_MARKER: DB = BENCH MARK DISK
 GX1396_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX1396_STAMPING: B 284 1965
 GX1396_MARK LOGO: CGS   
 GX1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1396
 GX1396  HISTORY     - Date     Condition        Report By
 GX1396  HISTORY     - 1965     MONUMENTED       CGS
 GX1396  HISTORY     - 1980     GOOD             LOCSUR
 GX1396  HISTORY     - 1984     GOOD             NGS
 GX1396
 GX1396                          STATION DESCRIPTION
 GX1396
 GX1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1396'2.1 MI W FROM OAKVALE.
 GX1396'ABOUT 2.1 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1396'THE STATION AT OAKVALE, ABOUT 0.1 MILE WEST OF MILEPOST N-349, SET
 GX1396'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 GX1396'BRIDGE 825 OVER THE EAST RIVER AND STATE HIGHWAY 12, 6.5 FEET
 GX1396'SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK AND ABOUT 1/2 FOOT
 GX1396'BELOW THE LEVEL OF THE TRACK.
 GX1396
 GX1396                          STATION RECOVERY (1980)
 GX1396
 GX1396'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1396'RECOVERED IN GOOD CONDITION.
 GX1396
 GX1396                          STATION RECOVERY (1984)
 GX1396
 GX1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3888 ***********************************************************************
 JV3888  DESIGNATION -  B 285
 JV3888  PID         -  JV3888
 JV3888  STATE/COUNTY-  WV/JEFFERSON
 JV3888  USGS QUAD   -  HARPERS FERRY (1988)
 JV3888
 JV3888                         *CURRENT SURVEY CONTROL
 JV3888  ___________________________________________________________________
 JV3888* NAD 83(1986)-  39 19 15.     (N)    077 43 33.     (W)     SCALED    
 JV3888* NAVD 88     -        91.868  (meters)     301.40   (feet)  ADJUSTED  
 JV3888  ___________________________________________________________________
 JV3888  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JV3888  DYNAMIC HT  -          91.814 (meters)     301.23  (feet)  COMP
 JV3888  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 JV3888  OBS GRAVITY -     980,049.1   (mgal)                       GRAV_OBS
 JV3888
 JV3888  VERT ORDER  -  FIRST     CLASS II
 JV3888
 JV3888.The horizontal coordinates were scaled from a topographic map and have
 JV3888.an estimated accuracy of +/- 6 seconds.
 JV3888
 JV3888.The orthometric height was determined by differential leveling
 JV3888.and adjusted by the National Geodetic Survey in June 1991..
 JV3888
 JV3888.The geoid height was determined by GEOID03.
 JV3888
 JV3888.The dynamic height is computed by dividing the NAVD 88
 JV3888.geopotential number by the normal gravity value computed on the
 JV3888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3888.degrees latitude (g = 980.6199 gals.).
 JV3888
 JV3888.The modeled gravity was interpolated from observed gravity values.
 JV3888.The observed gravity was obtained from relative gravimeter ties
 JV3888.to the IGSN71 gravity network.
 JV3888
 JV3888;                    North         East    Units  Estimated Accuracy
 JV3888;SPC WV N     -    92,640.      752,980.      MT  (+/- 180 meters Scaled)
 JV3888
 JV3888                          SUPERSEDED SURVEY CONTROL
 JV3888
 JV3888.No superseded survey control is available for this station.
 JV3888
 JV3888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ650559(NAD 83)
 JV3888_MARKER: DB = BENCH MARK DISK
 JV3888_SETTING: 66 = SET IN ROCK OUTCROP
 JV3888_SP_SET: ROCK OUTCROP
 JV3888_STAMPING: B 285 1978
 JV3888_MARK LOGO: NGS   
 JV3888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3888+STABILITY: POSITION/ELEVATION WELL
 JV3888
 JV3888  HISTORY     - Date     Condition        Report By
 JV3888  HISTORY     - 1978     MONUMENTED       NGS
 JV3888  HISTORY     - 1979     GOOD             NGS
 JV3888  HISTORY     - 1983     GOOD             NGS
 JV3888  HISTORY     - 20040821 GOOD             GEOCAC
 JV3888
 JV3888                          STATION DESCRIPTION
 JV3888
 JV3888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 JV3888'1.0 MI EAST FROM HARPERS FERRY.
 JV3888'1.0 MILE EAST ALONG U.S. HIGHWAY 340 FROM THE SOUTHEAST END OF THE
 JV3888'HIGHWAY BRIDGE OVER THE SHENANDOAH RIVER AT HARPERS FERRY, 0.3 MILE
 JV3888'EAST OF THE JUNCTION OF CHESTNUT HILL ROAD WITH THE HIGHWAY, ABOUT 340
 JV3888'FEET EAST-SOUTHEAST OF A JEFFERSON COUNTY HISTORICAL MARKER, AND 27
 JV3888'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A SMALL LEDGE
 JV3888'IN ROCK OUTCROP. THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A
 JV3888'LEVEL LINE JUNCTION MARK.
 JV3888'THE MARK IS 2 FT ABOVE HIGHWAY.
 JV3888
 JV3888                          STATION RECOVERY (1979)
 JV3888
 JV3888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3888'1.0 MILE EAST ALONG U.S. HIGHWAY 340 FROM THE SOUTHEAST END OF THE
 JV3888'HIGHWAY BRIDGE OVER THE SHENANDOAH RIVER AT HARPERS FERRY, 0.3 MILE
 JV3888'EAST OF THE JUNCTION OF CHESTNUT HILL ROAD WITH THE HIGHWAY, ABOUT 340
 JV3888'FEET EAST-SOUTHEAST OF A JEFFERSON COUNTY HISTORICAL MARKER, AND 27
 JV3888'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A SMALL LEDGE
 JV3888'IN ROCK OUTCROP. THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A
 JV3888'LEVEL LINE JUNCTION MARK.
 JV3888'THE MARK IS 2 FT ABOVE HIGHWAY.
 JV3888
 JV3888                          STATION RECOVERY (1983)
 JV3888
 JV3888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV3888'RECOVERED IN GOOD CONDITION.
 JV3888
 JV3888                          STATION RECOVERY (2004)
 JV3888
 JV3888'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 JV3888'THE MARK IS ACROSS THE HIGHWAY FROM A 45 MPH SIGN.
 JV3888' 
 JV3888'HANDHELD GPS COORDINATES ARE  N 39 19 15.6 W 077 43 32.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1908 ***********************************************************************
 HW1908  DESIGNATION -  B 3
 HW1908  PID         -  HW1908
 HW1908  STATE/COUNTY-  WV/RANDOLPH
 HW1908  USGS QUAD   -  BOWDEN (1995)
 HW1908
 HW1908                         *CURRENT SURVEY CONTROL
 HW1908  ___________________________________________________________________
 HW1908* NAD 83(1986)-  38 54 36.     (N)    079 42 25.     (W)     SCALED    
 HW1908* NAVD 88     -       675.808  (meters)    2217.21   (feet)  ADJUSTED  
 HW1908  ___________________________________________________________________
 HW1908  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HW1908  DYNAMIC HT  -         675.315 (meters)    2215.60  (feet)  COMP
 HW1908  MODELED GRAV-     979,875.5   (mgal)                       NAVD 88
 HW1908
 HW1908  VERT ORDER  -  FIRST     CLASS II
 HW1908
 HW1908.The horizontal coordinates were scaled from a topographic map and have
 HW1908.an estimated accuracy of +/- 6 seconds.
 HW1908
 HW1908.The orthometric height was determined by differential leveling
 HW1908.and adjusted by the National Geodetic Survey in June 1991..
 HW1908
 HW1908.The geoid height was determined by GEOID03.
 HW1908
 HW1908.The dynamic height is computed by dividing the NAVD 88
 HW1908.geopotential number by the normal gravity value computed on the
 HW1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1908.degrees latitude (g = 980.6199 gals.).
 HW1908
 HW1908.The modeled gravity was interpolated from observed gravity values.
 HW1908
 HW1908;                    North         East    Units  Estimated Accuracy
 HW1908;SPC WV S     -   212,780.      712,150.      MT  (+/- 180 meters Scaled)
 HW1908
 HW1908                          SUPERSEDED SURVEY CONTROL
 HW1908
 HW1908  NGVD 29 (??/??/92)  675.949  (m)         2217.68   (f) ADJ UNCH    1 2
 HW1908
 HW1908.Superseded values are not recommended for survey control.
 HW1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1908.See file dsdata.txt to determine how the superseded data were derived.
 HW1908
 HW1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD121075(NAD 83)
 HW1908_MARKER: DB = BENCH MARK DISK
 HW1908_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1908_SP_SET: FOUNDATION
 HW1908_STAMPING: B 3 1933
 HW1908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1908
 HW1908  HISTORY     - Date     Condition        Report By
 HW1908  HISTORY     - 1933     MONUMENTED       CGS
 HW1908  HISTORY     - 1934     GOOD             NGS
 HW1908
 HW1908                          STATION DESCRIPTION
 HW1908
 HW1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1908'10.4 MI E FROM ELKINS.
 HW1908'10.4 MILES EAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1908'STATION AT ELKINS, RANDOLPH COUNTY, 208 YARDS EAST OF THE STATION
 HW1908'AT BOWDEN, 20 YARDS SOUTH OF THE CENTERLINE OF THE MAIN TRACK,
 HW1908'IN THE TOP OF AN ABANDONED CONCRETE FOUNDATION, 1 FOOT FROM THE
 HW1908'NORTHEAST CORNER, AND ABOUT 8 FEET HIGHER THAN THE TRACK.  A
 HW1908'STANDARD DISK, STAMPED B 3 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0090 ***********************************************************************
 HX0090  DESIGNATION -  B 3
 HX0090  PID         -  HX0090
 HX0090  STATE/COUNTY-  WV/RANDOLPH
 HX0090  USGS QUAD   -  ELLAMORE (1987)
 HX0090
 HX0090                         *CURRENT SURVEY CONTROL
 HX0090  ___________________________________________________________________
 HX0090* NAD 83(1986)-  38 56 16.     (N)    080 05 16.     (W)     SCALED    
 HX0090* NAVD 88     -       566.783  (meters)    1859.52   (feet)  ADJUSTED  
 HX0090  ___________________________________________________________________
 HX0090  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HX0090  DYNAMIC HT  -         566.382 (meters)    1858.20  (feet)  COMP
 HX0090  MODELED GRAV-     979,903.4   (mgal)                       NAVD 88
 HX0090
 HX0090  VERT ORDER  -  SECOND    CLASS 0
 HX0090
 HX0090.The horizontal coordinates were scaled from a topographic map and have
 HX0090.an estimated accuracy of +/- 6 seconds.
 HX0090
 HX0090.The orthometric height was determined by differential leveling
 HX0090.and adjusted by the National Geodetic Survey in June 1991..
 HX0090
 HX0090.The geoid height was determined by GEOID03.
 HX0090
 HX0090.The dynamic height is computed by dividing the NAVD 88
 HX0090.geopotential number by the normal gravity value computed on the
 HX0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0090.degrees latitude (g = 980.6199 gals.).
 HX0090
 HX0090.The modeled gravity was interpolated from observed gravity values.
 HX0090
 HX0090;                    North         East    Units  Estimated Accuracy
 HX0090;SPC WV S     -   215,470.      679,090.      MT  (+/- 180 meters Scaled)
 HX0090
 HX0090                          SUPERSEDED SURVEY CONTROL
 HX0090
 HX0090  NGVD 29 (??/??/92)  566.946  (m)         1860.06   (f) ADJ UNCH    2 0
 HX0090
 HX0090.Superseded values are not recommended for survey control.
 HX0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0090.See file dsdata.txt to determine how the superseded data were derived.
 HX0090
 HX0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND790102(NAD 83)
 HX0090_MARKER: DD = SURVEY DISK
 HX0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0090_SP_SET: ABUTMENT
 HX0090_STAMPING: B 3 1860 1921
 HX0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX0090+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 HX0090
 HX0090  HISTORY     - Date     Condition        Report By
 HX0090  HISTORY     - 1921     MONUMENTED       USGS
 HX0090  HISTORY     - 1962     GOOD             NGS
 HX0090  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0090  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0090  HISTORY     - 20040312 GOOD             GEOCAC
 HX0090
 HX0090                          STATION DESCRIPTION
 HX0090
 HX0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0090'AT MIDVALE.
 HX0090'AT MIDVALE, SET ON TOP OF THE EAST END OF THE NORTH ABUTMENT OF
 HX0090'AN ABANDONED RAILROAD BRIDGE OVER THE ROAD AND THE MIDDLE FORK
 HX0090'RIVER, 7 FEET EAST OF THE CENTER LINE OF THE ABANDONED RAILROAD,
 HX0090'ABOUT 40 FEET ABOVE THE LEVEL OF THE BLACK TOP ROAD,
 HX0090'APPROXIMATELY 100 YARDS SOUTH OF THE EAST END OF A STEEL BRIDGE
 HX0090'(HIGHWAY BRIDGE) OVER THE MIDDLE FORK RIVER, AND ABOUT LEVEL
 HX0090'WITH THE ABANDONED RAILROAD ROADBED.  NOTE-- THIS BENCH MARK
 HX0090'CAN ALSO BE REACHED BY GOING ABOUT 1.3 MILE NORTHEAST ALONG A
 HX0090'BLACK TOP ROAD FROM THE POST OFFICE AT ELLAMORE.
 HX0090
 HX0090                          STATION RECOVERY (1983)
 HX0090
 HX0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0090'MARK NOT FOUND.
 HX0090
 HX0090                          STATION RECOVERY (1983)
 HX0090
 HX0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0090'MARK NOT FOUND.
 HX0090
 HX0090                          STATION RECOVERY (2004)
 HX0090
 HX0090'RECOVERY NOTE BY GEOCACHING 2004 (RCC)
 HX0090'HAVE PHOTOGRAPHS OF MARK IF DESIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1495 ***********************************************************************
 GX1495  DESIGNATION -  B 30
 GX1495  PID         -  GX1495
 GX1495  STATE/COUNTY-  WV/MERCER
 GX1495  USGS QUAD   -  BASTIAN (1977)
 GX1495
 GX1495                         *CURRENT SURVEY CONTROL
 GX1495  ___________________________________________________________________
 GX1495* NAD 83(1986)-  37 14 58.     (N)    081 12 04.     (W)     SCALED    
 GX1495* NAVD 88     -       943.092  (meters)    3094.13   (feet)  ADJUSTED  
 GX1495  ___________________________________________________________________
 GX1495  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GX1495  DYNAMIC HT  -         942.257 (meters)    3091.39  (feet)  COMP
 GX1495  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 GX1495
 GX1495  VERT ORDER  -  FIRST     CLASS II
 GX1495
 GX1495.The horizontal coordinates were scaled from a topographic map and have
 GX1495.an estimated accuracy of +/- 6 seconds.
 GX1495
 GX1495.The orthometric height was determined by differential leveling
 GX1495.and adjusted by the National Geodetic Survey in June 1991..
 GX1495
 GX1495.The geoid height was determined by GEOID03.
 GX1495
 GX1495.The dynamic height is computed by dividing the NAVD 88
 GX1495.geopotential number by the normal gravity value computed on the
 GX1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1495.degrees latitude (g = 980.6199 gals.).
 GX1495
 GX1495.The modeled gravity was interpolated from observed gravity values.
 GX1495
 GX1495;                    North         East    Units  Estimated Accuracy
 GX1495;SPC WV S     -    27,710.      582,160.      MT  (+/- 180 meters Scaled)
 GX1495
 GX1495                          SUPERSEDED SURVEY CONTROL
 GX1495
 GX1495  NGVD 29 (??/??/92)  943.186  (m)         3094.44   (f) ADJ UNCH    1 2
 GX1495
 GX1495.Superseded values are not recommended for survey control.
 GX1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1495.See file dsdata.txt to determine how the superseded data were derived.
 GX1495
 GX1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB821225(NAD 83)
 GX1495_MARKER: DB = BENCH MARK DISK
 GX1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1495_STAMPING: B 30 1934
 GX1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1495+STABILITY: SURFACE MOTION
 GX1495
 GX1495  HISTORY     - Date     Condition        Report By
 GX1495  HISTORY     - 1934     MONUMENTED       CGS
 GX1495  HISTORY     - 1949     MARK NOT FOUND   NGS
 GX1495  HISTORY     - 1949     MARK NOT FOUND   USGS
 GX1495
 GX1495                          STATION DESCRIPTION
 GX1495
 GX1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GX1495'3.1 MI SE FROM BLUEFIELD.
 GX1495'3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 21 FROM THE POST OFFICE
 GX1495'AT BLUEFIELD, MERCER COUNTY, 0.2 MILE EAST OF A POINT IN LINE
 GX1495'WITH MEMORIAL BOULEVARD, 20 FEET EAST OF THE HEADWALL AT THE
 GX1495'UPPER END OF A PIPE CULVERT, 26 FEET SOUTHEAST OF THE CENTERLINE
 GX1495'OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A
 GX1495'STANDARD DISK, STAMPED B 30 1934 AND SET IN THE TOP OF A CONCRETE
 GX1495'POST.
 GX1495
 GX1495                          STATION RECOVERY (1949)
 GX1495
 GX1495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 GX1495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0782 ***********************************************************************
 JW0782  DESIGNATION -  B 31
 JW0782  PID         -  JW0782
 JW0782  STATE/COUNTY-  WV/MINERAL
 JW0782  USGS QUAD   -  WESTERNPORT (1981)
 JW0782
 JW0782                         *CURRENT SURVEY CONTROL
 JW0782  ___________________________________________________________________
 JW0782* NAD 83(1986)-  39 27 54.     (N)    079 01 49.     (W)     SCALED    
 JW0782* NAVD 88     -       267.284  (meters)     876.91   (feet)  ADJUSTED  
 JW0782  ___________________________________________________________________
 JW0782  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JW0782  DYNAMIC HT  -         267.107 (meters)     876.33  (feet)  COMP
 JW0782  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 JW0782
 JW0782  VERT ORDER  -  SECOND    CLASS 0
 JW0782
 JW0782.The horizontal coordinates were scaled from a topographic map and have
 JW0782.an estimated accuracy of +/- 6 seconds.
 JW0782
 JW0782.The orthometric height was determined by differential leveling
 JW0782.and adjusted by the National Geodetic Survey in June 1991..
 JW0782
 JW0782.The geoid height was determined by GEOID03.
 JW0782
 JW0782.The dynamic height is computed by dividing the NAVD 88
 JW0782.geopotential number by the normal gravity value computed on the
 JW0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0782.degrees latitude (g = 980.6199 gals.).
 JW0782
 JW0782.The modeled gravity was interpolated from observed gravity values.
 JW0782
 JW0782;                    North         East    Units  Estimated Accuracy
 JW0782;SPC WV N     -   107,240.      640,420.      MT  (+/- 180 meters Scaled)
 JW0782
 JW0782                          SUPERSEDED SURVEY CONTROL
 JW0782
 JW0782  NGVD 29 (??/??/92)  267.456  (m)          877.48   (f) ADJ UNCH    2 0
 JW0782
 JW0782.Superseded values are not recommended for survey control.
 JW0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0782.See file dsdata.txt to determine how the superseded data were derived.
 JW0782
 JW0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD694702(NAD 83)
 JW0782_MARKER: DB = BENCH MARK DISK
 JW0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0782_SP_SET: CULVERT
 JW0782_STAMPING: B 31 1935
 JW0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0782
 JW0782  HISTORY     - Date     Condition        Report By
 JW0782  HISTORY     - 1935     MONUMENTED       CGS
 JW0782
 JW0782                          STATION DESCRIPTION
 JW0782
 JW0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0782'2.8 MI E FROM WEST VIRGINIA CENTRAL JUNCTION.
 JW0782'2.8 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0782'STATION AT WEST VIRGINIA CENTRAL JUNCTION, MINERAL COUNTY, 510
 JW0782'FEET EAST OF MILEPOST B 205-W 174, AT A STEEL-PIPE CULVERT, IN
 JW0782'THE TOP OF THE NORTH CORNER OF THE NORTH CONCRETE HEADWALL, AND
 JW0782'35 FEET NORTH OF THE CENTER LINE OF THE NORTH MAIN TRACK.  A
 JW0782'STANDARD DISK, STAMPED B 31 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2954 ***********************************************************************
 KY2954  DESIGNATION -  B 312
 KY2954  PID         -  KY2954
 KY2954  STATE/COUNTY-  WV/HANCOCK
 KY2954  USGS QUAD   -  EAST LIVERPOOL SOUTH (1985)
 KY2954
 KY2954                         *CURRENT SURVEY CONTROL
 KY2954  ___________________________________________________________________
 KY2954* NAD 83(1986)-  40 37 05.     (N)    080 35 30.     (W)     SCALED    
 KY2954* NAVD 88     -       225.822  (meters)     740.88   (feet)  ADJUSTED  
 KY2954  ___________________________________________________________________
 KY2954  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KY2954  DYNAMIC HT  -         225.707 (meters)     740.51  (feet)  COMP
 KY2954  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 KY2954
 KY2954  VERT ORDER  -  FIRST     CLASS II
 KY2954
 KY2954.The horizontal coordinates were scaled from a topographic map and have
 KY2954.an estimated accuracy of +/- 6 seconds.
 KY2954
 KY2954.The orthometric height was determined by differential leveling
 KY2954.and adjusted by the National Geodetic Survey in June 1991..
 KY2954
 KY2954.The geoid height was determined by GEOID03.
 KY2954
 KY2954.The dynamic height is computed by dividing the NAVD 88
 KY2954.geopotential number by the normal gravity value computed on the
 KY2954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2954.degrees latitude (g = 980.6199 gals.).
 KY2954
 KY2954.The modeled gravity was interpolated from observed gravity values.
 KY2954
 KY2954;                    North         East    Units  Estimated Accuracy
 KY2954;SPC WV N     -   235,720.      507,620.      MT  (+/- 180 meters Scaled)
 KY2954
 KY2954                          SUPERSEDED SURVEY CONTROL
 KY2954
 KY2954.No superseded survey control is available for this station.
 KY2954
 KY2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE345964(NAD 83)
 KY2954_MARKER: DB = BENCH MARK DISK
 KY2954_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY2954_SP_SET: BRIDGE ABUTMENT
 KY2954_STAMPING: B 312 1983
 KY2954_MARK LOGO: NGS   
 KY2954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY2954+STABILITY: POSITION/ELEVATION WELL
 KY2954
 KY2954  HISTORY     - Date     Condition        Report By
 KY2954  HISTORY     - 1983     MONUMENTED       NGS
 KY2954
 KY2954                          STATION DESCRIPTION
 KY2954
 KY2954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2954'1.0 KM (0.6 MI) NE FROM NEWELL.
 KY2954'1.0 KM (0.6 MI) NORTHEAST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 KY2954'OF FIFTH STREET IN NEWELL TO THE MARK ON THE LEFT, AT THE SOUTHEAST
 KY2954'END OF THE NEWELL TOLL BRIDGE OVER THE OHIO RIVER, 10.61 METERS
 KY2954'(34.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 KY2954'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1040 ***********************************************************************
 JW1040  DESIGNATION -  B 313
 JW1040  PID         -  JW1040
 JW1040  STATE/COUNTY-  WV/MONONGALIA
 JW1040  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1040
 JW1040                         *CURRENT SURVEY CONTROL
 JW1040  ___________________________________________________________________
 JW1040* NAD 83(1986)-  39 36 36.     (N)    079 58 10.     (W)     SCALED    
 JW1040* NAVD 88     -       254.169  (meters)     833.89   (feet)  ADJUSTED  
 JW1040  ___________________________________________________________________
 JW1040  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JW1040  DYNAMIC HT  -         254.018 (meters)     833.39  (feet)  COMP
 JW1040  MODELED GRAV-     980,024.3   (mgal)                       NAVD 88
 JW1040
 JW1040  VERT ORDER  -  FIRST     CLASS II
 JW1040
 JW1040.The horizontal coordinates were scaled from a topographic map and have
 JW1040.an estimated accuracy of +/- 6 seconds.
 JW1040
 JW1040.The orthometric height was determined by differential leveling
 JW1040.and adjusted by the National Geodetic Survey in June 1991..
 JW1040
 JW1040.The geoid height was determined by GEOID03.
 JW1040
 JW1040.The dynamic height is computed by dividing the NAVD 88
 JW1040.geopotential number by the normal gravity value computed on the
 JW1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1040.degrees latitude (g = 980.6199 gals.).
 JW1040
 JW1040.The modeled gravity was interpolated from observed gravity values.
 JW1040
 JW1040;                    North         East    Units  Estimated Accuracy
 JW1040;SPC WV N     -   123,330.      559,690.      MT  (+/- 180 meters Scaled)
 JW1040
 JW1040                          SUPERSEDED SURVEY CONTROL
 JW1040
 JW1040.No superseded survey control is available for this station.
 JW1040
 JW1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND884849(NAD 83)
 JW1040_MARKER: DB = BENCH MARK DISK
 JW1040_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1040_SP_SET: ABUTMENT
 JW1040_STAMPING: B 313 1983
 JW1040_MARK LOGO: NGS   
 JW1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1040
 JW1040  HISTORY     - Date     Condition        Report By
 JW1040  HISTORY     - 1983     MONUMENTED       NGS
 JW1040  HISTORY     - 1989     GOOD             USPSQD
 JW1040
 JW1040                          STATION DESCRIPTION
 JW1040
 JW1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1040'2.6 KM (1.6 MI) SOUTH FROM MORGANTOWN.
 JW1040'2.6 KM (1.6 MI) SOUTH ALONG U.S. HIGHWAY 119 (UNIVERSITY AVENUE) FROM
 JW1040'THE JUNCTION OF STATE HIGHWAY 7 (PLEASANT STREET) IN MORGANTOWN TO THE
 JW1040'MARK ON THE LEFT, IN TOP OF THE EAST END OF THE SOUTH ABUTMENT OF A
 JW1040'BRIDGE OVER A CREEK, 6.70 METERS (22.0 FT) EAST OF THE NORTHBOUND LANE
 JW1040'OF THE HIGHWAY.
 JW1040'THE MARK IS 0.54 METERS  E FROM A WITNESS POST.
 JW1040'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JW1040
 JW1040                          STATION RECOVERY (1989)
 JW1040
 JW1040'RECOVERY NOTE BY US POWER SQUADRON 1989 (CET)
 JW1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1727 ***********************************************************************
 JX1727  DESIGNATION -  B 314
 JX1727  PID         -  JX1727
 JX1727  STATE/COUNTY-  WV/WOOD
 JX1727  USGS QUAD   -  PARKERSBURG (1994)
 JX1727
 JX1727                         *CURRENT SURVEY CONTROL
 JX1727  ___________________________________________________________________
 JX1727* NAD 83(1986)-  39 16 08.     (N)    081 31 16.     (W)     SCALED    
 JX1727* NAVD 88     -       187.378  (meters)     614.76   (feet)  ADJUSTED  
 JX1727  ___________________________________________________________________
 JX1727  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JX1727  DYNAMIC HT  -         187.262 (meters)     614.38  (feet)  COMP
 JX1727  MODELED GRAV-     980,001.1   (mgal)                       NAVD 88
 JX1727
 JX1727  VERT ORDER  -  FIRST     CLASS II
 JX1727
 JX1727.The horizontal coordinates were scaled from a topographic map and have
 JX1727.an estimated accuracy of +/- 6 seconds.
 JX1727
 JX1727.The orthometric height was determined by differential leveling
 JX1727.and adjusted by the National Geodetic Survey in June 1991..
 JX1727
 JX1727.The geoid height was determined by GEOID03.
 JX1727
 JX1727.The dynamic height is computed by dividing the NAVD 88
 JX1727.geopotential number by the normal gravity value computed on the
 JX1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1727.degrees latitude (g = 980.6199 gals.).
 JX1727
 JX1727.The modeled gravity was interpolated from observed gravity values.
 JX1727
 JX1727;                    North         East    Units  Estimated Accuracy
 JX1727;SPC WV N     -    87,320.      425,610.      MT  (+/- 180 meters Scaled)
 JX1727
 JX1727                          SUPERSEDED SURVEY CONTROL
 JX1727
 JX1727.No superseded survey control is available for this station.
 JX1727
 JX1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD550467(NAD 83)
 JX1727_MARKER: I = METAL ROD
 JX1727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1727_SP_SET: STAINLESS STEEL ROD
 JX1727_STAMPING: B 314 1983
 JX1727_MARK LOGO: NGS   
 JX1727_PROJECTION: FLUSH
 JX1727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1727_ROD/PIPE-DEPTH: 3.8  meters
 JX1727
 JX1727  HISTORY     - Date     Condition        Report By
 JX1727  HISTORY     - 1983     MONUMENTED       NGS
 JX1727
 JX1727                          STATION DESCRIPTION
 JX1727
 JX1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1727'IN PARKERSBURG.
 JX1727'IN PARKERSBURG, IN THE LAWN OF THE WESTERN DISTRICT GUIDANCE CENTER
 JX1727'FOR MENTAL HEALTH AND MENTAL RETARDATION SERVICES, 2121 7TH STREET,
 JX1727'24.0 METERS (79.0 FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 50,
 JX1727'26.8 METERS (88.0 FT) SOUTH OF THE CENTER OF THE FRONT DOOR,
 JX1727'19.6 METERS (64.5 FT) NORTHWEST OF A FIRE HYDRANT, 0.60 METER (2.0 FT)
 JX1727'SOUTH OF A GRAVEL TRIANGLE.
 JX1727'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1786 ***********************************************************************
 JX1786  DESIGNATION -  B 315
 JX1786  PID         -  JX1786
 JX1786  STATE/COUNTY-  WV/TAYLOR
 JX1786  USGS QUAD   -  GRAFTON (1976)
 JX1786
 JX1786                         *CURRENT SURVEY CONTROL
 JX1786  ___________________________________________________________________
 JX1786* NAD 83(1986)-  39 21 07.     (N)    080 02 16.     (W)     SCALED    
 JX1786* NAVD 88     -       308.373  (meters)    1011.72   (feet)  ADJUSTED  
 JX1786  ___________________________________________________________________
 JX1786  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JX1786  DYNAMIC HT  -         308.180 (meters)    1011.09  (feet)  COMP
 JX1786  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 JX1786
 JX1786  VERT ORDER  -  FIRST     CLASS II
 JX1786
 JX1786.The horizontal coordinates were scaled from a topographic map and have
 JX1786.an estimated accuracy of +/- 6 seconds.
 JX1786
 JX1786.The orthometric height was determined by differential leveling
 JX1786.and adjusted by the National Geodetic Survey in June 1991..
 JX1786
 JX1786.The geoid height was determined by GEOID03.
 JX1786
 JX1786.The dynamic height is computed by dividing the NAVD 88
 JX1786.geopotential number by the normal gravity value computed on the
 JX1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1786.degrees latitude (g = 980.6199 gals.).
 JX1786
 JX1786.The modeled gravity was interpolated from observed gravity values.
 JX1786
 JX1786;                    North         East    Units  Estimated Accuracy
 JX1786;SPC WV N     -    94,720.      553,650.      MT  (+/- 180 meters Scaled)
 JX1786
 JX1786                          SUPERSEDED SURVEY CONTROL
 JX1786
 JX1786.No superseded survey control is available for this station.
 JX1786
 JX1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND829562(NAD 83)
 JX1786_MARKER: I = METAL ROD
 JX1786_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1786_SP_SET: STAINLESS STEEL ROD
 JX1786_STAMPING: B 315 1983
 JX1786_MARK LOGO: NGS   
 JX1786_PROJECTION: FLUSH
 JX1786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1786_ROD/PIPE-DEPTH: 4.3  meters
 JX1786
 JX1786  HISTORY     - Date     Condition        Report By
 JX1786  HISTORY     - 1983     MONUMENTED       NGS
 JX1786  HISTORY     - 1983     GOOD             NGS
 JX1786
 JX1786                          STATION DESCRIPTION
 JX1786
 JX1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1786'IN GRAFTON.
 JX1786'IN GRAFTON, AT THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 310,
 JX1786'IN THE GRASSY MEDIAN, ON THE SOUTH SIDE OF A COMMEMORATIVE PLAQUE,
 JX1786'11.28 METERS (37.0 FT) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 50,
 JX1786'6.71 METERS (22.0 FT) WEST OF THE CENTER OF THE STATE HIGHWAY,
 JX1786'0.46 METER (1.5 FT) SOUTH OF A HISTORICAL SIGN FOR VALLEY FALLS.
 JX1786'THE MARK IS 0.3 M ABOVE HIGHWAY.
 JX1786
 JX1786                          STATION RECOVERY (1983)
 JX1786
 JX1786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1675 ***********************************************************************
 JX1675  FBN         -  This is a Federal Base Network Control Station.
 JX1675  DESIGNATION -  B 316
 JX1675  PID         -  JX1675
 JX1675  STATE/COUNTY-  WV/MARSHALL
 JX1675  USGS QUAD   -  BUSINESSBURG (1976)
 JX1675
 JX1675                         *CURRENT SURVEY CONTROL
 JX1675  ___________________________________________________________________
 JX1675* NAD 83(1995)-  39 56 29.89953(N)    080 45 14.91017(W)     ADJUSTED  
 JX1675* NAVD 88     -       207.220  (meters)     679.85   (feet)  ADJUSTED  
 JX1675  ___________________________________________________________________
 JX1675  X           -     786,807.496 (meters)                     COMP
 JX1675  Y           -  -4,833,381.403 (meters)                     COMP
 JX1675  Z           -   4,073,130.754 (meters)                     COMP
 JX1675  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 JX1675  ELLIP HEIGHT-         173.42  (meters)          (04/23/01) GPS OBS
 JX1675  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JX1675  DYNAMIC HT  -         207.104 (meters)     679.47  (feet)  COMP
 JX1675  MODELED GRAV-     980,063.5   (mgal)                       NAVD 88
 JX1675
 JX1675  HORZ ORDER  -  B
 JX1675  VERT ORDER  -  FIRST     CLASS II
 JX1675  ELLP ORDER  -  FOURTH    CLASS I
 JX1675
 JX1675.The horizontal coordinates were established by GPS observations
 JX1675.and adjusted by the National Geodetic Survey in August 1996..
 JX1675
 JX1675.The orthometric height was determined by differential leveling
 JX1675.and adjusted by the National Geodetic Survey in June 1991..
 JX1675
 JX1675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX1675
 JX1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1675
 JX1675.The ellipsoidal height was determined by GPS observations
 JX1675.and is referenced to NAD 83.
 JX1675
 JX1675.The geoid height was determined by GEOID03.
 JX1675
 JX1675.The dynamic height is computed by dividing the NAVD 88
 JX1675.geopotential number by the normal gravity value computed on the
 JX1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1675.degrees latitude (g = 980.6199 gals.).
 JX1675
 JX1675.The modeled gravity was interpolated from observed gravity values.
 JX1675
 JX1675;                    North         East     Units Scale Factor Converg.
 JX1675;SPC WV N     -   160,797.120   492,821.093   MT  0.99995588   -0 47 59.5
 JX1675;UTM  17      - 4,421,308.657   521,004.256   MT  0.99960543   +0 09 28.2
 JX1675
 JX1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1675!SPC WV N     -   0.99997279  x   0.99995588  =   0.99992868
 JX1675!UTM  17      -   0.99997279  x   0.99960543  =   0.99957824
 JX1675
 JX1675                          SUPERSEDED SURVEY CONTROL
 JX1675
 JX1675  ELLIP H (08/20/96)  173.44   (m)                       GP(       ) 4 2
 JX1675  NAVD 88 (08/20/96)  207.22   (m)          679.9    (f) LEVELING    3  
 JX1675
 JX1675.Superseded values are not recommended for survey control.
 JX1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1675.See file dsdata.txt to determine how the superseded data were derived.
 JX1675
 JX1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2100421309(NAD 83)
 JX1675_MARKER: I = METAL ROD
 JX1675_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1675_SP_SET: STAINLESS STEEL ROD
 JX1675_STAMPING: B 316 1983
 JX1675_MARK LOGO: NGS   
 JX1675_PROJECTION: FLUSH
 JX1675_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1675+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 JX1675_ROD/PIPE-DEPTH: 24.2 meters
 JX1675
 JX1675  HISTORY     - Date     Condition        Report By
 JX1675  HISTORY     - 1983     MONUMENTED       NGS
 JX1675  HISTORY     - 19950719 GOOD             OHDT
 JX1675  HISTORY     - 20000223 GOOD             NGS
 JX1675  HISTORY     - 20000410 GOOD             NGS
 JX1675  HISTORY     - 20030523 GOOD             NGS
 JX1675  HISTORY     - 20030722 GOOD             USACE
 JX1675
 JX1675                          STATION DESCRIPTION
 JX1675
 JX1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1675'IN GLEN DALE.
 JX1675'IN GLEN DALE, ALONG U.S. HIGHWAY 250 AND STATE HIGHWAY 2, AT THE JOHN
 JX1675'MARSHALL HIGH SCHOOL, ON THE EAST SIDE AND IN THE MIDDLE OF A SIGN
 JX1675'(JOHN MARSHALL HIGH SCHOOL), 16.37 METERS (53.7 FT) EAST OF THE EAST
 JX1675'CURB OF THE HIGHWAY, 12.34 METERS (40.5 FT) SOUTH OF THE EXTENDED
 JX1675'CENTER OF 13TH STREET, 11.22 METERS (36.8 FT) WEST OF THE FLAGPOLE.
 JX1675'THE MARK IS 0.30 M ABOVE HIGHWAY.
 JX1675
 JX1675                          STATION RECOVERY (1995)
 JX1675
 JX1675'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (RLC)
 JX1675'IN GLEN DALE, ALONG US 250 AND SR 2, AT THE JOHN MARSHALL HIGH SCHOOL,
 JX1675'ON THE EAST SIDE AND IN THE MIDDLE OF A SIGN (JOHN MARSHALL HIGH
 JX1675'SCHOOL) , 16.4 M (53.8 FT) EAST OF THE EAST CURB OF THE HIGHWAY, 12.3
 JX1675'M (40.4 FT) SOUTH OF THE EXTENDED CENTER OF THE STREET, 11.2 M (36.7
 JX1675'FT) WEST OF THE FLAGPOLE.  OWNERSHIP--JOHN MARSHALL HIGH SCHOOL.
 JX1675'PLEASE NOTIFY THE PRINCIPAL OF THE HIGH SCHOOL PRIOR TO USING MARK,
 JX1675'PHONE (303) 843-4444.
 JX1675
 JX1675                          STATION RECOVERY (2000)
 JX1675
 JX1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 JX1675'THE STATION IS LOCATED IN THE CITY OF GLEN DALE AT THE JOHN
 JX1675'MARSHALL HIGH SCHOOL ON THE EAST SIDE OF THE BRICK FOUNDATION
 JX1675'FOR THE SCHOOL SIGN.  CONTACT THE SCHOOL PRINCIPAL MR.
 JX1675'SAMUEL BARBERIO BEFORE OCCUPYING THE STATION.  PHONE--304-843-4444.
 JX1675'
 JX1675'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 JX1675'U.S. HIGHWAY 250 (7TH STREET) IN MOUNDSVILLE, GO NORTH ON HIGHWAY
 JX1675'2 FOR 1.69 KM (1.05 MI) TO THE CITY LIMIT SIGN OF GLEN DALE.  CONTINUE
 JX1675'AHEAD, NORTH, FOR 1.0 KM (0.6 MI) TO THE SOUTH ENTRANCE DRIVE OF
 JX1675'JOHN MARSHALL HIGH SCHOOL ON THE RIGHT.  TURN RIGHT AND GO EAST
 JX1675'ON THE DRIVE AND THEN NORTH FOR 0.08 KM (0.05 MI) TO THE MAIN
 JX1675'ENTRANCE TO THE SCHOOL ON THE RIGHT AND THE STATION ON THE LEFT,
 JX1675'WEST OF THE FLAG POLE AND UNDER A METAL GARBAGE CAN LID.
 JX1675'
 JX1675'THE STATION IS LOCATED 16.4 M (53.7 FT) EAST FROM THE EAST CURB OF
 JX1675'THE HIGHWAY, 11.2 M (36.7 FT) WEST OF THE FLAG POLE, 0.5 M (1.6 FT)
 JX1675'EAST
 JX1675'OF THE EAST FACE OF THE BRICK FOUNDATION FOR THE SCHOOL SIGN AND
 JX1675'0.24 M (0.8 FT) SOUTHEAST OF A FLOOD LIGHT FOR THE FLAG POLE.
 JX1675
 JX1675                          STATION RECOVERY (2000)
 JX1675
 JX1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 JX1675'RECOVERED AS DESCRIBED.
 JX1675
 JX1675                          STATION RECOVERY (2003)
 JX1675
 JX1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 JX1675'RECOVERED AS DESCRIBED.
 JX1675
 JX1675                          STATION RECOVERY (2003)
 JX1675
 JX1675'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (BLL)
 JX1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1098 ***********************************************************************
 JW1098  DESIGNATION -  B 317
 JW1098  PID         -  JW1098
 JW1098  STATE/COUNTY-  WV/TAYLOR
 JW1098  USGS QUAD   -  THORNTON (1976)
 JW1098
 JW1098                         *CURRENT SURVEY CONTROL
 JW1098  ___________________________________________________________________
 JW1098* NAD 83(1986)-  39 20 31.     (N)    079 59 12.     (W)     SCALED    
 JW1098* NAVD 88     -       351.920  (meters)    1154.59   (feet)  ADJUSTED  
 JW1098  ___________________________________________________________________
 JW1098  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JW1098  DYNAMIC HT  -         351.699 (meters)    1153.87  (feet)  COMP
 JW1098  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 JW1098
 JW1098  VERT ORDER  -  FIRST     CLASS II
 JW1098
 JW1098.The horizontal coordinates were scaled from a topographic map and have
 JW1098.an estimated accuracy of +/- 6 seconds.
 JW1098
 JW1098.The orthometric height was determined by differential leveling
 JW1098.and adjusted by the National Geodetic Survey in June 1991..
 JW1098
 JW1098.The geoid height was determined by GEOID03.
 JW1098
 JW1098.The dynamic height is computed by dividing the NAVD 88
 JW1098.geopotential number by the normal gravity value computed on the
 JW1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1098.degrees latitude (g = 980.6199 gals.).
 JW1098
 JW1098.The modeled gravity was interpolated from observed gravity values.
 JW1098
 JW1098;                    North         East    Units  Estimated Accuracy
 JW1098;SPC WV N     -    93,580.      558,050.      MT  (+/- 180 meters Scaled)
 JW1098
 JW1098                          SUPERSEDED SURVEY CONTROL
 JW1098
 JW1098.No superseded survey control is available for this station.
 JW1098
 JW1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND873552(NAD 83)
 JW1098_MARKER: DB = BENCH MARK DISK
 JW1098_SETTING: 66 = SET IN ROCK OUTCROP
 JW1098_SP_SET: ROCK OUTCROP
 JW1098_STAMPING: B 317 1983
 JW1098_MARK LOGO: NGS   
 JW1098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1098+STABILITY: POSITION/ELEVATION WELL
 JW1098
 JW1098  HISTORY     - Date     Condition        Report By
 JW1098  HISTORY     - 1983     MONUMENTED       NGS
 JW1098
 JW1098                          STATION DESCRIPTION
 JW1098
 JW1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1098'1.8 KM (1.1 MI) EAST FROM GRAFTON.
 JW1098'1.8 KM (1.1 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION OF
 JW1098'STATE HIGHWAY 119 IN GRAFTON TO THE MARK ON THE LEFT, IN TOP OF THE
 JW1098'BASE OF A MASSIVE ROCK CUT, 5.80 METERS (19.5 FT) NORTH OF THE
 JW1098'CENTERLINE OF THE HIGHWAY, 41.14 METERS (135.0 FT) EAST OF THE WEST
 JW1098'END OF THE ROCK CUT, 11.90 METERS (39.0 FT) NORTH-NORTHEAST AND ACROSS
 JW1098'THE HIGHWAY FROM THE NORTH END OF A METAL GUARDRAIL.
 JW1098'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 JW1098'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1749 ***********************************************************************
 JX1749  DESIGNATION -  B 319
 JX1749  PID         -  JX1749
 JX1749  STATE/COUNTY-  WV/RITCHIE
 JX1749  USGS QUAD   -  ELLENBORO (1975)
 JX1749
 JX1749                         *CURRENT SURVEY CONTROL
 JX1749  ___________________________________________________________________
 JX1749* NAD 83(1986)-  39 15 38.     (N)    081 05 19.     (W)     SCALED    
 JX1749* NAVD 88     -       285.251  (meters)     935.86   (feet)  ADJUSTED  
 JX1749  ___________________________________________________________________
 JX1749  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JX1749  DYNAMIC HT  -         285.074 (meters)     935.28  (feet)  COMP
 JX1749  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JX1749
 JX1749  VERT ORDER  -  FIRST     CLASS II
 JX1749
 JX1749.The horizontal coordinates were scaled from a topographic map and have
 JX1749.an estimated accuracy of +/- 6 seconds.
 JX1749
 JX1749.The orthometric height was determined by differential leveling
 JX1749.and adjusted by the National Geodetic Survey in June 1991..
 JX1749
 JX1749.The geoid height was determined by GEOID03.
 JX1749
 JX1749.The dynamic height is computed by dividing the NAVD 88
 JX1749.geopotential number by the normal gravity value computed on the
 JX1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1749.degrees latitude (g = 980.6199 gals.).
 JX1749
 JX1749.The modeled gravity was interpolated from observed gravity values.
 JX1749
 JX1749;                    North         East    Units  Estimated Accuracy
 JX1749;SPC WV N     -    85,650.      462,900.      MT  (+/- 180 meters Scaled)
 JX1749
 JX1749                          SUPERSEDED SURVEY CONTROL
 JX1749
 JX1749.No superseded survey control is available for this station.
 JX1749
 JX1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD923456(NAD 83)
 JX1749_MARKER: DB = BENCH MARK DISK
 JX1749_SETTING: 66 = SET IN ROCK OUTCROP
 JX1749_SP_SET: ROCK OUTCROP
 JX1749_STAMPING: B 319 1983
 JX1749_MARK LOGO: NGS   
 JX1749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1749+STABILITY: POSITION/ELEVATION WELL
 JX1749
 JX1749  HISTORY     - Date     Condition        Report By
 JX1749  HISTORY     - 1983     MONUMENTED       NGS
 JX1749
 JX1749                          STATION DESCRIPTION
 JX1749
 JX1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1749'2.2 KM (1.4 MI) WEST FROM ELLENBORO.
 JX1749'2.2 KM (1.4 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1749'HIGHWAY 16 IN ELLENBORO TO THE MARK ON THE LEFT, 13.1 METERS (43.0 FT)
 JX1749'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF THE HIGHWAY.
 JX1749'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 JX1749'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0702 ***********************************************************************
 JW0702  DESIGNATION -  B 32
 JW0702  PID         -  JW0702
 JW0702  STATE/COUNTY-  WV/GRANT
 JW0702  USGS QUAD   -  RIG (1981)
 JW0702
 JW0702                         *CURRENT SURVEY CONTROL
 JW0702  ___________________________________________________________________
 JW0702* NAD 83(1995)-  39 02 32.58813(N)    079 06 58.81178(W)     ADJUSTED  
 JW0702* NAVD 88     -       310.138  (meters)    1017.51   (feet)  ADJUSTED  
 JW0702  ___________________________________________________________________
 JW0702  X           -     936,634.342 (meters)                     COMP
 JW0702  Y           -  -4,871,352.986 (meters)                     COMP
 JW0702  Z           -   3,996,148.155 (meters)                     COMP
 JW0702  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 JW0702  ELLIP HEIGHT-         278.44  (meters)          (04/01/98) GPS OBS
 JW0702  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JW0702  DYNAMIC HT  -         309.937 (meters)    1016.85  (feet)  COMP
 JW0702  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 JW0702
 JW0702  HORZ ORDER  -  THIRD
 JW0702  VERT ORDER  -  SECOND    CLASS 0
 JW0702  ELLP ORDER  -  FOURTH    CLASS I
 JW0702
 JW0702.The horizontal coordinates were established by GPS observations
 JW0702.and adjusted by the National Geodetic Survey in April 1998..
 JW0702
 JW0702.The orthometric height was determined by differential leveling
 JW0702.and adjusted by the National Geodetic Survey in June 1991..
 JW0702
 JW0702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW0702
 JW0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW0702
 JW0702.The ellipsoidal height was determined by GPS observations
 JW0702.and is referenced to NAD 83.
 JW0702
 JW0702.The geoid height was determined by GEOID03.
 JW0702
 JW0702.The dynamic height is computed by dividing the NAVD 88
 JW0702.geopotential number by the normal gravity value computed on the
 JW0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0702.degrees latitude (g = 980.6199 gals.).
 JW0702
 JW0702.The modeled gravity was interpolated from observed gravity values.
 JW0702
 JW0702;                    North         East     Units Scale Factor Converg.
 JW0702;SPC WV N     -    60,285.057   633,215.184   MT  0.99999226   +0 14 40.9
 JW0702;UTM  17      - 4,323,168.448   663,018.487   MT  0.99992723   +1 11 12.4
 JW0702
 JW0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW0702!SPC WV N     -   0.99995632  x   0.99999226  =   0.99994858
 JW0702!UTM  17      -   0.99995632  x   0.99992723  =   0.99988355
 JW0702
 JW0702                          SUPERSEDED SURVEY CONTROL
 JW0702
 JW0702  NAD 83(1995)-  39 02 32.59681(N)    079 06 58.83216(W) AD(       ) 3
 JW0702  ELLIP H (01/27/92)  278.38   (m)                       GP(       ) 4 1
 JW0702  NAD 83(1986)-  39 02 32.59349(N)    079 06 58.82781(W) AD(       ) 3
 JW0702  NAD 27      -  39 02 32.22557(N)    079 06 59.72093(W) AD(       ) 3
 JW0702  NGVD 29 (??/??/92)  310.283  (m)         1017.99   (f) ADJ UNCH    2 0
 JW0702
 JW0702.Superseded values are not recommended for survey control.
 JW0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0702.See file dsdata.txt to determine how the superseded data were derived.
 JW0702
 JW0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6301823168(NAD 83)
 JW0702_MARKER: DB = BENCH MARK DISK
 JW0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0702_STAMPING: B 32 1935
 JW0702_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0702+STABILITY: SURFACE MOTION
 JW0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW0702+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JW0702
 JW0702  HISTORY     - Date     Condition        Report By
 JW0702  HISTORY     - 1935     MONUMENTED       CGS
 JW0702  HISTORY     - 1954     GOOD             NGS
 JW0702  HISTORY     - 1987     GOOD             NGS
 JW0702
 JW0702                          STATION DESCRIPTION
 JW0702
 JW0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0702'3.8 MI N FROM PETERSBURG.
 JW0702'ABOUT 3.8 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE GRANT COUNTY
 JW0702'BANK AT PETERSBURG, GRANT COUNTY, AT THE JUNCTION OF A DRIVE
 JW0702'LEADING TO THE ELM LANE FARM, 28.3 FEET WEST OF THE CENTER LINE
 JW0702'OF THE HIGHWAY 14.0 FEET NORTH OF THE CENTER LINE OF THE DRIVE,
 JW0702'21 FEET SOUTHWEST OF THE WEST END OF A CONCRETE CULVERT, 2 FEET
 JW0702'NORTHWEST OF A FENCE CORNER, AND 1.3 FEET EAST OF A WHITE WOODEN
 JW0702'POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED B 32 1935 AND
 JW0702'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 JW0702'ABOVE GROUND.
 JW0702
 JW0702                          STATION RECOVERY (1954)
 JW0702
 JW0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0702'RECOVERED IN GOOD CONDITION.
 JW0702
 JW0702                          STATION RECOVERY (1987)
 JW0702
 JW0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JW0702'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 JW0702'NORTH OF PETERSBURG,
 JW0702'2.4 KM (1.5 MI) WEST-NORTHWEST OF THE GRANT-HARDY COUNTY LINE AT
 JW0702'CHARLES KNOB, ALONG STATE HIGHWAY 42, AT A DIRT ROAD LEADING
 JW0702'NORTHWEST TO A BRICK HOUSE.
 JW0702'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 JW0702'
 JW0702'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28, 55 AND
 JW0702'42 AT THE NORTH EDGE OF PETERSBURG, GO NORTH FOR
 JW0702'2.6 KM (1.6 MI) ON HIGHWAY 42 TO A SMALL CONCRETE BRIDGE.
 JW0702'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 2.2 KM (1.35 MI) ON
 JW0702'HIGHWAY 42 TO A SMALL CONCRETE BRIDGE AT A ROAD CURVE.
 JW0702'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.2 KM (0.1 MI) ON HIGHWAY
 JW0702'42 TO A DIRT ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 JW0702'
 JW0702'THE STATION IS A STANDARD CGS DISK
 JW0702'STAMPED---B 32 1935---,
 JW0702'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JW0702'30 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 JW0702'8.2 METERS (26.9 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY,
 JW0702'5.7 METERS (18.7 FT) WEST FROM THE NORTHWEST END OF A SMALL CULVERT
 JW0702'HEADWALL,
 JW0702'4.0 METERS (13.1 FT) NORTHEAST FROM THE PROJECTED CENTER OF THE
 JW0702'STRAIGHT SECTION OF THE DIRT ROAD,
 JW0702'0.2 METERS (0.7 FT) EAST FROM A FIBERGLASS WITNESS POST, AND LEVEL
 JW0702'WITH BOTH ROADS.
 JW0702'
 JW0702'DESCRIBED BY G. R. HEID, TYPED BY C. L. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1772 ***********************************************************************
 JX1772  DESIGNATION -  B 320
 JX1772  PID         -  JX1772
 JX1772  STATE/COUNTY-  WV/HARRISON
 JX1772  USGS QUAD   -  CLARKSBURG (1976)
 JX1772
 JX1772                         *CURRENT SURVEY CONTROL
 JX1772  ___________________________________________________________________
 JX1772* NAD 83(1986)-  39 16 42.     (N)    080 17 03.     (W)     SCALED    
 JX1772* NAVD 88     -       375.617  (meters)    1232.34   (feet)  ADJUSTED  
 JX1772  ___________________________________________________________________
 JX1772  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JX1772  DYNAMIC HT  -         375.384 (meters)    1231.57  (feet)  COMP
 JX1772  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 JX1772
 JX1772  VERT ORDER  -  FIRST     CLASS II
 JX1772
 JX1772.The horizontal coordinates were scaled from a topographic map and have
 JX1772.an estimated accuracy of +/- 6 seconds.
 JX1772
 JX1772.The orthometric height was determined by differential leveling
 JX1772.and adjusted by the National Geodetic Survey in June 1991..
 JX1772
 JX1772.The geoid height was determined by GEOID03.
 JX1772
 JX1772.The dynamic height is computed by dividing the NAVD 88
 JX1772.geopotential number by the normal gravity value computed on the
 JX1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1772.degrees latitude (g = 980.6199 gals.).
 JX1772
 JX1772.The modeled gravity was interpolated from observed gravity values.
 JX1772
 JX1772;                    North         East    Units  Estimated Accuracy
 JX1772;SPC WV N     -    86,700.      532,340.      MT  (+/- 180 meters Scaled)
 JX1772
 JX1772                          SUPERSEDED SURVEY CONTROL
 JX1772
 JX1772.No superseded survey control is available for this station.
 JX1772
 JX1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND617479(NAD 83)
 JX1772_MARKER: DB = BENCH MARK DISK
 JX1772_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1772_SP_SET: ABUTMENT
 JX1772_STAMPING: B 320 1983
 JX1772_MARK LOGO: NGS   
 JX1772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1772+STABILITY: POSITION/ELEVATION WELL
 JX1772
 JX1772  HISTORY     - Date     Condition        Report By
 JX1772  HISTORY     - 1983     MONUMENTED       NGS
 JX1772
 JX1772                          STATION DESCRIPTION
 JX1772
 JX1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1772'IN CLARKSBURG.
 JX1772'IN CLARKSBURG, AT THE JUNCTION OF INTERSTATE 79 AND U.S. HIGHWAY 50,
 JX1772'IN THE SOUTHWEST ABUTMENT OF THE HIGHWAY 50 BRIDGE OVER THE
 JX1772'INTERSTATE, 13.11 METERS (43.0 FT) SOUTH OF THE CENTERLINE OF THE
 JX1772'HIGHWAY.
 JX1772'THE MARK IS 0.76 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1810 ***********************************************************************
 JX1810  DESIGNATION -  B 322
 JX1810  PID         -  JX1810
 JX1810  STATE/COUNTY-  WV/TAYLOR
 JX1810  USGS QUAD   -  GRAFTON (1976)
 JX1810
 JX1810                         *CURRENT SURVEY CONTROL
 JX1810  ___________________________________________________________________
 JX1810* NAD 83(1986)-  39 16 06.     (N)    080 02 44.     (W)     SCALED    
 JX1810* NAVD 88     -       329.540  (meters)    1081.17   (feet)  ADJUSTED  
 JX1810  ___________________________________________________________________
 JX1810  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JX1810  DYNAMIC HT  -         329.331 (meters)    1080.48  (feet)  COMP
 JX1810  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 JX1810
 JX1810  VERT ORDER  -  FIRST     CLASS II
 JX1810
 JX1810.The horizontal coordinates were scaled from a topographic map and have
 JX1810.an estimated accuracy of +/- 6 seconds.
 JX1810
 JX1810.The orthometric height was determined by differential leveling
 JX1810.and adjusted by the National Geodetic Survey in June 1991..
 JX1810
 JX1810.The geoid height was determined by GEOID03.
 JX1810
 JX1810.The dynamic height is computed by dividing the NAVD 88
 JX1810.geopotential number by the normal gravity value computed on the
 JX1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1810.degrees latitude (g = 980.6199 gals.).
 JX1810
 JX1810.The modeled gravity was interpolated from observed gravity values.
 JX1810
 JX1810;                    North         East    Units  Estimated Accuracy
 JX1810;SPC WV N     -    85,440.      552,920.      MT  (+/- 180 meters Scaled)
 JX1810
 JX1810                          SUPERSEDED SURVEY CONTROL
 JX1810
 JX1810.No superseded survey control is available for this station.
 JX1810
 JX1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND823469(NAD 83)
 JX1810_MARKER: DB = BENCH MARK DISK
 JX1810_SETTING: 66 = SET IN ROCK OUTCROP
 JX1810_SP_SET: ROCK OUTCROP
 JX1810_STAMPING: B 322 1983
 JX1810_MARK LOGO: NGS   
 JX1810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1810+STABILITY: POSITION/ELEVATION WELL
 JX1810
 JX1810  HISTORY     - Date     Condition        Report By
 JX1810  HISTORY     - 1983     MONUMENTED       NGS
 JX1810
 JX1810                          STATION DESCRIPTION
 JX1810
 JX1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1810'9.8 KM (6.1 MI) SOUTH FROM GRAFTON.
 JX1810'9.8 KM (6.1 MI) SOUTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE IN
 JX1810'GRAFTON TO THE MARK ON THE RIGHT, IN TOP OF A ROCK LEDGE NEAR THE
 JX1810'SOUTH END OF A ROCK CUT, AT THE CREST OF A SMALL HILL, 21.64 METERS
 JX1810'(71.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.88 METERS
 JX1810'(16.0 FT) NORTHEAST OF THE NORTHEAST END OF A CULVERT UNDER THE
 JX1810'HIGHWAY.
 JX1810'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1706 ***********************************************************************
 JX1706  DESIGNATION -  B 323
 JX1706  PID         -  JX1706
 JX1706  STATE/COUNTY-  WV/PLEASANTS
 JX1706  USGS QUAD   -  RAVEN ROCK (1994)
 JX1706
 JX1706                         *CURRENT SURVEY CONTROL
 JX1706  ___________________________________________________________________
 JX1706* NAD 83(1986)-  39 23 09.     (N)    081 14 02.     (W)     SCALED    
 JX1706* NAVD 88     -       189.402  (meters)     621.40   (feet)  ADJUSTED  
 JX1706  ___________________________________________________________________
 JX1706  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JX1706  DYNAMIC HT  -         189.288 (meters)     621.02  (feet)  COMP
 JX1706  MODELED GRAV-     980,019.4   (mgal)                       NAVD 88
 JX1706
 JX1706  VERT ORDER  -  FIRST     CLASS II
 JX1706
 JX1706.The horizontal coordinates were scaled from a topographic map and have
 JX1706.an estimated accuracy of +/- 6 seconds.
 JX1706
 JX1706.The orthometric height was determined by differential leveling
 JX1706.and adjusted by the National Geodetic Survey in June 1991..
 JX1706
 JX1706.The geoid height was determined by GEOID03.
 JX1706
 JX1706.The dynamic height is computed by dividing the NAVD 88
 JX1706.geopotential number by the normal gravity value computed on the
 JX1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1706.degrees latitude (g = 980.6199 gals.).
 JX1706
 JX1706.The modeled gravity was interpolated from observed gravity values.
 JX1706
 JX1706;                    North         East    Units  Estimated Accuracy
 JX1706;SPC WV N     -    99,780.      450,640.      MT  (+/- 180 meters Scaled)
 JX1706
 JX1706                          SUPERSEDED SURVEY CONTROL
 JX1706
 JX1706.No superseded survey control is available for this station.
 JX1706
 JX1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD798596(NAD 83)
 JX1706_MARKER: I = METAL ROD
 JX1706_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1706_SP_SET: STAINLESS STEEL ROD
 JX1706_STAMPING: B 323 1983
 JX1706_MARK LOGO: NGS   
 JX1706_PROJECTION: FLUSH
 JX1706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1706_ROD/PIPE-DEPTH: 6.3  meters
 JX1706
 JX1706  HISTORY     - Date     Condition        Report By
 JX1706  HISTORY     - 1983     MONUMENTED       NGS
 JX1706
 JX1706                          STATION DESCRIPTION
 JX1706
 JX1706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1706'3.8 KM (2.35 MI) SW FROM ST MARYS.
 JX1706'3.8 KM (2.35 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 JX1706'STATE HIGHWAY 16 IN ST MARYS TO THE MARK ON THE RIGHT AND ACROSS THE
 JX1706'BALTIMORE AND OHIO RAILROAD TRACKS NEAR MILE POST 66, 26.21 METERS
 JX1706'(86.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.81 METERS
 JX1706'(45.3 FT) NORTHWEST OF A VERTICAL RAIL PROJECTING 0.91 METER (3 FT),
 JX1706'13.17 METERS (43.2 FT) NORTHWEST OF MILE POST 66, 3.50 METERS
 JX1706'(11.5 FT) NORTHEAST OF THE SOUTH RAIL OF THE TRACKS.
 JX1706'THE MARK IS 0.40 METERS  SW FROM A WITNESS POST.
 JX1706'THE MARK IS 7.62 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3683 ***********************************************************************
 HW3683  DESIGNATION -  B 324 RESET
 HW3683  PID         -  HW3683
 HW3683  STATE/COUNTY-  WV/RANDOLPH
 HW3683  USGS QUAD   -  JUNIOR (1976)
 HW3683
 HW3683                         *CURRENT SURVEY CONTROL
 HW3683  ___________________________________________________________________
 HW3683* NAD 83(1986)-  38 56 19.     (N)    079 56 14.     (W)     SCALED    
 HW3683* NAVD 88     -       578.71   (meters)    1898.7    (feet)  RESET     
 HW3683  ___________________________________________________________________
 HW3683  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 HW3683
 HW3683  VERT ORDER  -  THIRD
 HW3683
 HW3683.The horizontal coordinates were scaled from a topographic map and have
 HW3683.an estimated accuracy of +/- 6 seconds.
 HW3683
 HW3683.The orthometric height was computed from unverified reset data.
 HW3683.No vertical observational check was made to the station.
 HW3683
 HW3683.The geoid height was determined by GEOID03.
 HW3683
 HW3683;                    North         East    Units  Estimated Accuracy
 HW3683;SPC WV S     -   215,700.      692,140.      MT  (+/- 180 meters Scaled)
 HW3683
 HW3683                          SUPERSEDED SURVEY CONTROL
 HW3683
 HW3683.No superseded survey control is available for this station.
 HW3683
 HW3683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND921105(NAD 83)
 HW3683_MARKER: DV = VERTICAL CONTROL DISK
 HW3683_SETTING: 80 = SET IN A BOULDER
 HW3683_SP_SET: BOULDER
 HW3683_STAMPING: B 324 RESET 1991
 HW3683_MARK LOGO: NGS   
 HW3683_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3683+STABILITY: SURFACE MOTION
 HW3683
 HW3683  HISTORY     - Date     Condition        Report By
 HW3683  HISTORY     - 1991     MONUMENTED       WVHD
 HW3683
 HW3683                          STATION DESCRIPTION
 HW3683
 HW3683'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1991
 HW3683'7.95 MILES (12.79 KM) SOUTH ALONG US HIGHWAY 250 FROM THE POST OFFICE
 HW3683'IN BELINGTON, ALSO 5.8 MILES (9.3 KM) NORTH ALONG US HIGHWAY 250 FROM
 HW3683'THE POST OFFICE IN ELKINS, TBM CHISELED SQUARE ON BOULDER 195 FEET
 HW3683'(59.4 M) RIGHT OF STATION 215+50 AND 46 FEET (14.0 M) SOUTH OF
 HW3683'RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3220 ***********************************************************************
 GX3220  DESIGNATION -  B 325
 GX3220  PID         -  GX3220
 GX3220  STATE/COUNTY-  WV/GREENBRIER
 GX3220  USGS QUAD   -  WILLIAMSBURG (1972)
 GX3220
 GX3220                         *CURRENT SURVEY CONTROL
 GX3220  ___________________________________________________________________
 GX3220* NAD 83(1986)-  37 55 57.     (N)    080 23 05.     (W)     SCALED    
 GX3220* NAVD 88     -       665.346  (meters)    2182.89   (feet)  ADJUSTED  
 GX3220  ___________________________________________________________________
 GX3220  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX3220  DYNAMIC HT  -         664.795 (meters)    2181.08  (feet)  COMP
 GX3220  MODELED GRAV-     979,780.0   (mgal)                       NAVD 88
 GX3220
 GX3220  VERT ORDER  -  FIRST     CLASS II
 GX3220
 GX3220.The horizontal coordinates were scaled from a topographic map and have
 GX3220.an estimated accuracy of +/- 6 seconds.
 GX3220
 GX3220.The orthometric height was determined by differential leveling
 GX3220.and adjusted by the National Geodetic Survey in June 1991..
 GX3220
 GX3220.The geoid height was determined by GEOID03.
 GX3220
 GX3220.The dynamic height is computed by dividing the NAVD 88
 GX3220.geopotential number by the normal gravity value computed on the
 GX3220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3220.degrees latitude (g = 980.6199 gals.).
 GX3220
 GX3220.The modeled gravity was interpolated from observed gravity values.
 GX3220
 GX3220;                    North         East    Units  Estimated Accuracy
 GX3220;SPC WV S     -   103,680.      654,090.      MT  (+/- 180 meters Scaled)
 GX3220
 GX3220                          SUPERSEDED SURVEY CONTROL
 GX3220
 GX3220.No superseded survey control is available for this station.
 GX3220
 GX3220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB540985(NAD 83)
 GX3220_MARKER: DB = BENCH MARK DISK
 GX3220_SETTING: 66 = SET IN ROCK OUTCROP
 GX3220_SP_SET: ROCK OUTCROP
 GX3220_STAMPING: B 325 1983
 GX3220_MARK LOGO: NGS   
 GX3220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3220+STABILITY: POSITION/ELEVATION WELL
 GX3220
 GX3220  HISTORY     - Date     Condition        Report By
 GX3220  HISTORY     - 1983     MONUMENTED       NGS
 GX3220
 GX3220                          STATION DESCRIPTION
 GX3220
 GX3220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GX3220'1.0 KM (0.6 MI) NORTH FROM FRANKFORD.
 GX3220'1.0 KM (0.6 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 GX3220'FRANKFORD TO THE MARK ON THE LEFT, IN TOP AND CENTERED OF A SMALL ROCK
 GX3220'CUT, 5.49 METERS (18.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GX3220'1.28 METERS (4.2 FT) NORTHEAST OF THE SOUTHWEST END OF THE ROCK CUT.
 GX3220'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 GX3220'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1211 ***********************************************************************
 JW1211  DESIGNATION -  B 326
 JW1211  PID         -  JW1211
 JW1211  STATE/COUNTY-  WV/MORGAN
 JW1211  USGS QUAD   -  HANCOCK (1971)
 JW1211
 JW1211                         *CURRENT SURVEY CONTROL
 JW1211  ___________________________________________________________________
 JW1211* NAD 83(1986)-  39 39 34.     (N)    078 12 30.     (W)     SCALED    
 JW1211* NAVD 88     -       192.418  (meters)     631.29   (feet)  ADJUSTED  
 JW1211  ___________________________________________________________________
 JW1211  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JW1211  DYNAMIC HT  -         192.307 (meters)     630.93  (feet)  COMP
 JW1211  MODELED GRAV-     980,043.6   (mgal)                       NAVD 88
 JW1211
 JW1211  VERT ORDER  -  FIRST     CLASS II
 JW1211
 JW1211.The horizontal coordinates were scaled from a topographic map and have
 JW1211.an estimated accuracy of +/- 6 seconds.
 JW1211
 JW1211.The orthometric height was determined by differential leveling
 JW1211.and adjusted by the National Geodetic Survey in June 1991..
 JW1211
 JW1211.The geoid height was determined by GEOID03.
 JW1211
 JW1211.The dynamic height is computed by dividing the NAVD 88
 JW1211.geopotential number by the normal gravity value computed on the
 JW1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1211.degrees latitude (g = 980.6199 gals.).
 JW1211
 JW1211.The modeled gravity was interpolated from observed gravity values.
 JW1211
 JW1211;                    North         East    Units  Estimated Accuracy
 JW1211;SPC WV N     -   129,520.      710,840.      MT  (+/- 180 meters Scaled)
 JW1211
 JW1211                          SUPERSEDED SURVEY CONTROL
 JW1211
 JW1211.No superseded survey control is available for this station.
 JW1211
 JW1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD394936(NAD 83)
 JW1211_MARKER: I = METAL ROD
 JW1211_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1211_SP_SET: STAINLESS STEEL ROD
 JW1211_STAMPING: B 326 1983
 JW1211_MARK LOGO: NGS   
 JW1211_PROJECTION: FLUSH
 JW1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1211_ROD/PIPE-DEPTH: 4.3  meters
 JW1211
 JW1211  HISTORY     - Date     Condition        Report By
 JW1211  HISTORY     - 1983     MONUMENTED       NGS
 JW1211
 JW1211                          STATION DESCRIPTION
 JW1211
 JW1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1211'4.1 KM (2.55 MI) NE FROM BERKELEY SPRINGS.
 JW1211'4.1 KM (2.55 MI) NORTHEAST ALONG U.S. HIGHWAY 522 FROM THE COUNTY
 JW1211'COURTHOUSE IN BERKELEY SPRINGS TO THE MARK ON THE RIGHT, AT THE
 JW1211'PENNSYLVANIA GLASS AND SAND CORPORATION, 22.60 METERS (74.0 FT)
 JW1211'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 29.60 METERS (97.0 FT)
 JW1211'SOUTHWEST OF THE MAIN ENTRANCE OF THE BUILDING, 5.36 METERS (17.6 FT)
 JW1211'WEST OF THE WEST CORNER OF THE BUILDING, 0.30 METER (1.0 FT) WEST OF
 JW1211'THE WEST CORNER OF THE SIDEWALK FOR THE BUILDING.
 JW1211'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2012 ***********************************************************************
 GX2012  DESIGNATION -  B 327
 GX2012  PID         -  GX2012
 GX2012  STATE/COUNTY-  WV/MCDOWELL
 GX2012  USGS QUAD   -  AMONATE (1977)
 GX2012
 GX2012                         *CURRENT SURVEY CONTROL
 GX2012  ___________________________________________________________________
 GX2012* NAD 83(1986)-  37 12 01.     (N)    081 40 51.     (W)     SCALED    
 GX2012* NAVD 88     -       861.271  (meters)    2825.69   (feet)  ADJUSTED  
 GX2012  ___________________________________________________________________
 GX2012  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GX2012  DYNAMIC HT  -         860.484 (meters)    2823.10  (feet)  COMP
 GX2012  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 GX2012
 GX2012  VERT ORDER  -  SECOND    CLASS 0
 GX2012
 GX2012.The horizontal coordinates were scaled from a topographic map and have
 GX2012.an estimated accuracy of +/- 6 seconds.
 GX2012
 GX2012.The orthometric height was determined by differential leveling
 GX2012.and adjusted by the National Geodetic Survey in June 1991..
 GX2012
 GX2012.The geoid height was determined by GEOID03.
 GX2012
 GX2012.The dynamic height is computed by dividing the NAVD 88
 GX2012.geopotential number by the normal gravity value computed on the
 GX2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2012.degrees latitude (g = 980.6199 gals.).
 GX2012
 GX2012.The modeled gravity was interpolated from observed gravity values.
 GX2012
 GX2012;                    North         East    Units  Estimated Accuracy
 GX2012;SPC WV S     -    22,450.      539,550.      MT  (+/- 180 meters Scaled)
 GX2012
 GX2012                          SUPERSEDED SURVEY CONTROL
 GX2012
 GX2012  NGVD 29 (??/??/92)  861.384  (m)         2826.06   (f) ADJ UNCH    2 0
 GX2012
 GX2012.Superseded values are not recommended for survey control.
 GX2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2012.See file dsdata.txt to determine how the superseded data were derived.
 GX2012
 GX2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB395173(NAD 83)
 GX2012_MARKER: DB = BENCH MARK DISK
 GX2012_SETTING: 66 = SET IN ROCK OUTCROP
 GX2012_SP_SET: CUT
 GX2012_STAMPING: B 327 1958
 GX2012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2012+STABILITY: POSITION/ELEVATION WELL
 GX2012
 GX2012  HISTORY     - Date     Condition        Report By
 GX2012  HISTORY     - 1958     MONUMENTED       CGS
 GX2012
 GX2012                          STATION DESCRIPTION
 GX2012
 GX2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2012'5.5 MI N FROM BANDY.
 GX2012'5.5 MILES NORTH ALONG ROAD NO. 627 FROM THE POST OFFICE AT BANDY,
 GX2012'AT THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, ABOUT 0.15 MILE
 GX2012'SOUTHWEST OF JUNCTION OF A DIM ROAD EAST AND THE VIRGINIA-WEST
 GX2012'VIRGINIA STATE LINE, IN THE TOP OF A 4 BY 12-FOOT ROCK PROJECTION
 GX2012'IN A BANK, 11 FEET NORTHWEST OF CENTER LINE OF ROAD, 89 FEET
 GX2012'SOUTHWEST OF CENTER OF JUNCTION, 11 FEET NORTHEAST OF A 30-INCH
 GX2012'OAK TREE, AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4109 ***********************************************************************
 JV4109  DESIGNATION -  B 327
 JV4109  PID         -  JV4109
 JV4109  STATE/COUNTY-  WV/BERKELEY
 JV4109  USGS QUAD   -  MARTINSBURG (1979)
 JV4109
 JV4109                         *CURRENT SURVEY CONTROL
 JV4109  ___________________________________________________________________
 JV4109* NAD 83(1986)-  39 26 32.     (N)    077 58 10.     (W)     SCALED    
 JV4109* NAVD 88     -       141.779  (meters)     465.15   (feet)  ADJUSTED  
 JV4109  ___________________________________________________________________
 JV4109  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JV4109  DYNAMIC HT  -         141.693 (meters)     464.87  (feet)  COMP
 JV4109  MODELED GRAV-     980,021.3   (mgal)                       NAVD 88
 JV4109
 JV4109  VERT ORDER  -  FIRST     CLASS II
 JV4109
 JV4109.The horizontal coordinates were scaled from a topographic map and have
 JV4109.an estimated accuracy of +/- 6 seconds.
 JV4109
 JV4109.The orthometric height was determined by differential leveling
 JV4109.and adjusted by the National Geodetic Survey in June 1991..
 JV4109
 JV4109.The geoid height was determined by GEOID03.
 JV4109
 JV4109.The dynamic height is computed by dividing the NAVD 88
 JV4109.geopotential number by the normal gravity value computed on the
 JV4109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4109.degrees latitude (g = 980.6199 gals.).
 JV4109
 JV4109.The modeled gravity was interpolated from observed gravity values.
 JV4109
 JV4109;                    North         East    Units  Estimated Accuracy
 JV4109;SPC WV N     -   105,730.      731,740.      MT  (+/- 180 meters Scaled)
 JV4109
 JV4109                          SUPERSEDED SURVEY CONTROL
 JV4109
 JV4109.No superseded survey control is available for this station.
 JV4109
 JV4109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ444700(NAD 83)
 JV4109_MARKER: DB = BENCH MARK DISK
 JV4109_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JV4109_SP_SET: ABUTMENT
 JV4109_STAMPING: B 327 1983
 JV4109_MARK LOGO: NGS   
 JV4109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV4109
 JV4109  HISTORY     - Date     Condition        Report By
 JV4109  HISTORY     - 1983     MONUMENTED       NGS
 JV4109
 JV4109                          STATION DESCRIPTION
 JV4109
 JV4109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4109'1.7 KM (1.1 MI) SOUTH FROM MARTINSBURG.
 JV4109'1.7 KM (1.1 MI) SOUTH ALONG STATE HIGHWAY 9 FROM THE COURTHOUSE IN
 JV4109'MARTINSBURG TO THE MARK ON THE RIGHT, IN TOP OF THE WEST END OF THE
 JV4109'NORTH ABUTMENT OF THE HIGHWAY BRIDGE OVER STATE HIGHWAYS 9 AND 45,
 JV4109'6.10 METERS (20.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 9, 7.01 METERS
 JV4109'(23.0 FT) SOUTH OF THE NORTH END OF THE BRIDGE.
 JV4109'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3205 ***********************************************************************
 GX3205  DESIGNATION -  B 328
 GX3205  PID         -  GX3205
 GX3205  STATE/COUNTY-  WV/MONROE
 GX3205  USGS QUAD   -  ALDERSON (1976)
 GX3205
 GX3205                         *CURRENT SURVEY CONTROL
 GX3205  ___________________________________________________________________
 GX3205* NAD 83(1986)-  37 43 31.     (N)    080 38 02.     (W)     SCALED    
 GX3205* NAVD 88     -       473.249  (meters)    1552.65   (feet)  ADJUSTED  
 GX3205  ___________________________________________________________________
 GX3205  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX3205  DYNAMIC HT  -         472.863 (meters)    1551.38  (feet)  COMP
 GX3205  MODELED GRAV-     979,801.8   (mgal)                       NAVD 88
 GX3205
 GX3205  VERT ORDER  -  FIRST     CLASS II
 GX3205
 GX3205.The horizontal coordinates were scaled from a topographic map and have
 GX3205.an estimated accuracy of +/- 6 seconds.
 GX3205
 GX3205.The orthometric height was determined by differential leveling
 GX3205.and adjusted by the National Geodetic Survey in June 1991..
 GX3205
 GX3205.The geoid height was determined by GEOID03.
 GX3205
 GX3205.The dynamic height is computed by dividing the NAVD 88
 GX3205.geopotential number by the normal gravity value computed on the
 GX3205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3205.degrees latitude (g = 980.6199 gals.).
 GX3205
 GX3205.The modeled gravity was interpolated from observed gravity values.
 GX3205
 GX3205;                    North         East    Units  Estimated Accuracy
 GX3205;SPC WV S     -    80,560.      632,280.      MT  (+/- 180 meters Scaled)
 GX3205
 GX3205                          SUPERSEDED SURVEY CONTROL
 GX3205
 GX3205.No superseded survey control is available for this station.
 GX3205
 GX3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB322753(NAD 83)
 GX3205_MARKER: I = METAL ROD
 GX3205_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GX3205_SP_SET: STAINLESS STEEL ROD
 GX3205_STAMPING: B 328 1984
 GX3205_MARK LOGO: NGS   
 GX3205_PROJECTION: FLUSH
 GX3205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3205_ROD/PIPE-DEPTH: 4.0  meters
 GX3205
 GX3205  HISTORY     - Date     Condition        Report By
 GX3205  HISTORY     - 1984     MONUMENTED       NGS
 GX3205
 GX3205                          STATION DESCRIPTION
 GX3205
 GX3205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3205'0.9 KM (0.55 MI) EAST FROM ALDERSON.
 GX3205'0.9 KM (0.55 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 GX3205'NORTH MONROE STREET IN ALDERSON TO THE JUNCTION OF STATE HIGHWAY 63
 GX3205'AND THE MARK ON THE RIGHT, IN THE SOUTHWEST POINT OF THE SOUTH ISLAND
 GX3205'OF THE JUNCTION, 6.40 METERS (21.0 FT) EAST OF THE CENTERLINE OF
 GX3205'HIGHWAY 12, 19.51 METERS (64.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY
 GX3205'63, 5.55 METERS (18.2 FT) NORTH OF THE SOUTHWEST POINT OF THE ISLAND.
 GX3205'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3247 ***********************************************************************
 GX3247  DESIGNATION -  B 329
 GX3247  PID         -  GX3247
 GX3247  STATE/COUNTY-  WV/MERCER
 GX3247  USGS QUAD   -  BLUEFIELD (1979)
 GX3247
 GX3247                         *CURRENT SURVEY CONTROL
 GX3247  ___________________________________________________________________
 GX3247* NAD 83(1986)-  37 18 03.     (N)    081 07 33.     (W)     SCALED    
 GX3247* NAVD 88     -       738.802  (meters)    2423.89   (feet)  ADJUSTED  
 GX3247  ___________________________________________________________________
 GX3247  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX3247  DYNAMIC HT  -         738.148 (meters)    2421.74  (feet)  COMP
 GX3247  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 GX3247
 GX3247  VERT ORDER  -  FIRST     CLASS II
 GX3247
 GX3247.The horizontal coordinates were scaled from a topographic map and have
 GX3247.an estimated accuracy of +/- 6 seconds.
 GX3247
 GX3247.The orthometric height was determined by differential leveling
 GX3247.and adjusted by the National Geodetic Survey in June 1991..
 GX3247
 GX3247.The geoid height was determined by GEOID03.
 GX3247
 GX3247.The dynamic height is computed by dividing the NAVD 88
 GX3247.geopotential number by the normal gravity value computed on the
 GX3247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3247.degrees latitude (g = 980.6199 gals.).
 GX3247
 GX3247.The modeled gravity was interpolated from observed gravity values.
 GX3247
 GX3247;                    North         East    Units  Estimated Accuracy
 GX3247;SPC WV S     -    33,400.      588,840.      MT  (+/- 180 meters Scaled)
 GX3247
 GX3247                          SUPERSEDED SURVEY CONTROL
 GX3247
 GX3247.No superseded survey control is available for this station.
 GX3247
 GX3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB888282(NAD 83)
 GX3247_MARKER: DB = BENCH MARK DISK
 GX3247_SETTING: 66 = SET IN ROCK OUTCROP
 GX3247_SP_SET: ROCK OUTCROP
 GX3247_STAMPING: B 329 1984
 GX3247_MARK LOGO: NGS   
 GX3247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3247+STABILITY: POSITION/ELEVATION WELL
 GX3247
 GX3247  HISTORY     - Date     Condition        Report By
 GX3247  HISTORY     - 1984     MONUMENTED       NGS
 GX3247
 GX3247                          STATION DESCRIPTION
 GX3247
 GX3247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3247'10.1 KM (6.25 MI) EAST FROM BLUEFIELD.
 GX3247'0.3 KM (0.2 MI) NORTH ALONG BLAND STREET FROM THE POST OFFICE IN
 GX3247'BLUEFIELD, THENCE 4.8 KM (3.0 MI) EAST ALONG U.S. HIGHWAY 19, THENCE
 GX3247'4.9 KM (3.05 MI) EAST ALONG STATE HIGHWAY 112 TO THE MARK ON THE LEFT,
 GX3247'SET VERTICALLY NEAR THE EAST END OF A ROCK CUT, 6.40 METERS (21.0 FT)
 GX3247'NORTH OF THE CENTERLINE OF THE HIGHWAY, 23.77 METERS (78.0 FT) EAST OF
 GX3247'THE WEST END OF THE ROCK CUT.
 GX3247'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0794 ***********************************************************************
 JW0794  DESIGNATION -  B 33
 JW0794  PID         -  JW0794
 JW0794  STATE/COUNTY-  WV/PRESTON
 JW0794  USGS QUAD   -  KINGWOOD (1976)
 JW0794
 JW0794                         *CURRENT SURVEY CONTROL
 JW0794  ___________________________________________________________________
 JW0794* NAD 83(1986)-  39 23 38.     (N)    079 37 48.     (W)     SCALED    
 JW0794* NAVD 88     -       515.527  (meters)    1691.36   (feet)  ADJUSTED  
 JW0794  ___________________________________________________________________
 JW0794  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JW0794  DYNAMIC HT  -         515.200 (meters)    1690.29  (feet)  COMP
 JW0794  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 JW0794
 JW0794  VERT ORDER  -  FIRST     CLASS II
 JW0794
 JW0794.The horizontal coordinates were scaled from a topographic map and have
 JW0794.an estimated accuracy of +/- 6 seconds.
 JW0794
 JW0794.The orthometric height was determined by differential leveling
 JW0794.and adjusted by the National Geodetic Survey in June 1991..
 JW0794
 JW0794.The geoid height was determined by GEOID03.
 JW0794
 JW0794.The dynamic height is computed by dividing the NAVD 88
 JW0794.geopotential number by the normal gravity value computed on the
 JW0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0794.degrees latitude (g = 980.6199 gals.).
 JW0794
 JW0794.The modeled gravity was interpolated from observed gravity values.
 JW0794
 JW0794;                    North         East    Units  Estimated Accuracy
 JW0794;SPC WV N     -    99,250.      588,800.      MT  (+/- 180 meters Scaled)
 JW0794
 JW0794                          SUPERSEDED SURVEY CONTROL
 JW0794
 JW0794  NGVD 29 (??/??/92)  515.720  (m)         1691.99   (f) ADJ UNCH    1 2
 JW0794
 JW0794.Superseded values are not recommended for survey control.
 JW0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0794.See file dsdata.txt to determine how the superseded data were derived.
 JW0794
 JW0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD179613(NAD 83)
 JW0794_MARKER: DB = BENCH MARK DISK
 JW0794_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0794_SP_SET: SIGNAL TOWER
 JW0794_STAMPING: B 33 1935
 JW0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0794
 JW0794  HISTORY     - Date     Condition        Report By
 JW0794  HISTORY     - 1935     MONUMENTED       CGS
 JW0794
 JW0794                          STATION DESCRIPTION
 JW0794
 JW0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0794'4.4 MI NE FROM ROWLESBURG.
 JW0794'4.4 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0794'THE STATION AT ROWLESBURG, PRESTON COUNTY, IN THE TOP OF THE
 JW0794'CONCRETE BASE OF STEEL OVERHEAD SIGNAL TOWER 250/1, 10 FEET EAST
 JW0794'OF THE CENTERLINE OF THE EAST TRACK, 1 POLE NORTH OF POLE 250+5,
 JW0794'AND 1-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JW0794'B 33 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2168 ***********************************************************************
 HY2168  DESIGNATION -  B 330
 HY2168  PID         -  HY2168
 HY2168  STATE/COUNTY-  WV/MASON
 HY2168  USGS QUAD   -  GALLIPOLIS (1983)
 HY2168
 HY2168                         *CURRENT SURVEY CONTROL
 HY2168  ___________________________________________________________________
 HY2168* NAD 83(1986)-  38 52 24.     (N)    082 07 30.     (W)     SCALED    
 HY2168* NAVD 88     -       183.641  (meters)     602.50   (feet)  ADJUSTED  
 HY2168  ___________________________________________________________________
 HY2168  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HY2168  DYNAMIC HT  -         183.525 (meters)     602.11  (feet)  COMP
 HY2168  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 HY2168
 HY2168  VERT ORDER  -  FIRST     CLASS II
 HY2168
 HY2168.The horizontal coordinates were scaled from a topographic map and have
 HY2168.an estimated accuracy of +/- 6 seconds.
 HY2168
 HY2168.The orthometric height was determined by differential leveling
 HY2168.and adjusted by the National Geodetic Survey in June 1991..
 HY2168
 HY2168.The geoid height was determined by GEOID03.
 HY2168
 HY2168.The dynamic height is computed by dividing the NAVD 88
 HY2168.geopotential number by the normal gravity value computed on the
 HY2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2168.degrees latitude (g = 980.6199 gals.).
 HY2168
 HY2168.The modeled gravity was interpolated from observed gravity values.
 HY2168
 HY2168;                    North         East    Units  Estimated Accuracy
 HY2168;SPC WV S     -   208,520.      502,370.      MT  (+/- 180 meters Scaled)
 HY2168
 HY2168                          SUPERSEDED SURVEY CONTROL
 HY2168
 HY2168.No superseded survey control is available for this station.
 HY2168
 HY2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD024033(NAD 83)
 HY2168_MARKER: I = METAL ROD
 HY2168_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HY2168_SP_SET: STAINLESS STEEL ROD
 HY2168_STAMPING: B 330 1984
 HY2168_MARK LOGO: NGS   
 HY2168_PROJECTION: FLUSH
 HY2168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2168_ROD/PIPE-DEPTH: 24.4 meters
 HY2168
 HY2168  HISTORY     - Date     Condition        Report By
 HY2168  HISTORY     - 1984     MONUMENTED       NGS
 HY2168
 HY2168                          STATION DESCRIPTION
 HY2168
 HY2168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2168'3.7 KM (2.3 MI) NNE FROM POINT PLEASANT.
 HY2168'3.7 KM (2.3 MI) NORTH-NORTHEAST ALONG STATE HIGHWAY 62 FROM THE CITY
 HY2168'MUNICIPAL BUILDING IN POINT PLEASANT TO THE MARK ON THE RIGHT, AT THE
 HY2168'ENTRANCE OF LONE OAK CEMETERY, 12.50 METERS (41.0 FT) EAST OF THE
 HY2168'CENTERLINE OF THE HIGHWAY, 4.0 METERS (13.0 FT) NORTH OF THE CENTER OF
 HY2168'THE ENTRANCE ROAD OF THE CEMETERY, 0.30 METER (1.0 FT) NORTHWEST OF
 HY2168'THE NORTHWEST CORNER OF THE NORTH BRICK ENTRANCE PILLAR OF THE
 HY2168'CEMETERY.
 HY2168'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1833 ***********************************************************************
 JX1833  DESIGNATION -  B 331
 JX1833  PID         -  JX1833
 JX1833  STATE/COUNTY-  WV/WOOD
 JX1833  USGS QUAD   -  PARKERSBURG (1994)
 JX1833
 JX1833                         *CURRENT SURVEY CONTROL
 JX1833  ___________________________________________________________________
 JX1833* NAD 83(1986)-  39 15 04.     (N)    081 36 09.     (W)     SCALED    
 JX1833* NAVD 88     -       201.951  (meters)     662.57   (feet)  ADJUSTED  
 JX1833  ___________________________________________________________________
 JX1833  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JX1833  DYNAMIC HT  -         201.825 (meters)     662.15  (feet)  COMP
 JX1833  MODELED GRAV-     979,998.8   (mgal)                       NAVD 88
 JX1833
 JX1833  VERT ORDER  -  FIRST     CLASS II
 JX1833
 JX1833.The horizontal coordinates were scaled from a topographic map and have
 JX1833.an estimated accuracy of +/- 6 seconds.
 JX1833
 JX1833.The orthometric height was determined by differential leveling
 JX1833.and adjusted by the National Geodetic Survey in June 1991..
 JX1833
 JX1833.The geoid height was determined by GEOID03.
 JX1833
 JX1833.The dynamic height is computed by dividing the NAVD 88
 JX1833.geopotential number by the normal gravity value computed on the
 JX1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1833.degrees latitude (g = 980.6199 gals.).
 JX1833
 JX1833.The modeled gravity was interpolated from observed gravity values.
 JX1833
 JX1833;                    North         East    Units  Estimated Accuracy
 JX1833;SPC WV N     -    85,510.      418,540.      MT  (+/- 180 meters Scaled)
 JX1833
 JX1833                          SUPERSEDED SURVEY CONTROL
 JX1833
 JX1833.No superseded survey control is available for this station.
 JX1833
 JX1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD480448(NAD 83)
 JX1833_MARKER: I = METAL ROD
 JX1833_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1833_SP_SET: STAINLESS STEEL ROD
 JX1833_STAMPING: B 331 1984
 JX1833_MARK LOGO: NGS   
 JX1833_PROJECTION: FLUSH
 JX1833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1833_ROD/PIPE-DEPTH: 5.5  meters
 JX1833
 JX1833  HISTORY     - Date     Condition        Report By
 JX1833  HISTORY     - 1984     MONUMENTED       NGS
 JX1833
 JX1833                          STATION DESCRIPTION
 JX1833
 JX1833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JX1833'3.4 KM (2.15 MI) SSW FROM PARKERSBURG.
 JX1833'3.4 KM (2.15 MI) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE
 JX1833'SOUTHWEST END OF THE HIGHWAY BRIDGE OVER THE LITTLE KANAWHA RIVER IN
 JX1833'PARKERSBURG TO THE MARK ON THE RIGHT, AT THE JUNCTION OF MEADOW DRIVE,
 JX1833'ALSO 3.5 KM (2.2 MI) NORTHEAST ALONG HIGHWAY 68 FROM THE FIRE
 JX1833'DEPARTMENT IN LUBECK, 10.82 METERS (35.5 FT) NORTHWEST OF THE
 JX1833'CENTERLINE OF THE SOUTHWEST BOUND LANE OF THE HIGHWAY, 15.84 METERS
 JX1833'(52.0 FT) NORTHEAST OF THE CENTER OF MEADOW DRIVE, 24.23 (79.5 FT)
 JX1833'NORTHEAST OF AND ACROSS MEADOW DRIVE FROM A STOP SIGN, 0.30 METER
 JX1833'(1.0 FT) NORTHEAST OF A METAL GUARD RAIL.
 JX1833'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 JX1833'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2166 ***********************************************************************
 HY2166  DESIGNATION -  B 332
 HY2166  PID         -  HY2166
 HY2166  STATE/COUNTY-  WV/MASON
 HY2166  USGS QUAD   -  GALLIPOLIS (1983)
 HY2166
 HY2166                         *CURRENT SURVEY CONTROL
 HY2166  ___________________________________________________________________
 HY2166* NAD 83(1986)-  38 50 26.     (N)    082 08 23.     (W)     SCALED    
 HY2166* NAVD 88     -       170.841  (meters)     560.50   (feet)  ADJUSTED  
 HY2166  ___________________________________________________________________
 HY2166  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HY2166  DYNAMIC HT  -         170.733 (meters)     560.15  (feet)  COMP
 HY2166  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 HY2166
 HY2166  VERT ORDER  -  FIRST     CLASS II
 HY2166
 HY2166.The horizontal coordinates were scaled from a topographic map and have
 HY2166.an estimated accuracy of +/- 6 seconds.
 HY2166
 HY2166.The orthometric height was determined by differential leveling
 HY2166.and adjusted by the National Geodetic Survey in June 1991..
 HY2166
 HY2166.The geoid height was determined by GEOID03.
 HY2166
 HY2166.The dynamic height is computed by dividing the NAVD 88
 HY2166.geopotential number by the normal gravity value computed on the
 HY2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2166.degrees latitude (g = 980.6199 gals.).
 HY2166
 HY2166.The modeled gravity was interpolated from observed gravity values.
 HY2166
 HY2166;                    North         East    Units  Estimated Accuracy
 HY2166;SPC WV S     -   204,900.      501,050.      MT  (+/- 180 meters Scaled)
 HY2166
 HY2166                          SUPERSEDED SURVEY CONTROL
 HY2166
 HY2166.No superseded survey control is available for this station.
 HY2166
 HY2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC010997(NAD 83)
 HY2166_MARKER: I = METAL ROD
 HY2166_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HY2166_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HY2166_STAMPING: B 332 1984
 HY2166_MARK LOGO: NGS   
 HY2166_PROJECTION: FLUSH
 HY2166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2166+STABILITY: POSITION/ELEVATION WELL
 HY2166_ROD/PIPE-DEPTH: 18.6 meters
 HY2166_SLEEVE-DEPTH  : 6.1 meters
 HY2166
 HY2166  HISTORY     - Date     Condition        Report By
 HY2166  HISTORY     - 1984     MONUMENTED       NGS
 HY2166  HISTORY     - 1984     GOOD             NGS
 HY2166
 HY2166                          STATION DESCRIPTION
 HY2166
 HY2166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2166'IN POINT PLEASANT.
 HY2166'IN POINT PLEASANT, ALONG SOUTH MAIN STREET, ON THE PROPERTY OF THE
 HY2166'AMERICAN LEGION POST NUMBER 23, 5.03 METERS (16.5 FT) WEST OF THE WEST
 HY2166'CURB OF THE STREET, 13.53 METERS (44.4 FT) EAST OF THE EAST FACE OF
 HY2166'THE BUILDING, 1.77 METERS (5.8 FT) EAST OF THE FLAG POLE.
 HY2166'THE MARK IS 0.1 M ABOVE STREET.
 HY2166
 HY2166                          STATION RECOVERY (1984)
 HY2166
 HY2166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY2166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1756 ***********************************************************************
 JW1756  DESIGNATION -  B 334
 JW1756  PID         -  JW1756
 JW1756  STATE/COUNTY-  WV/PRESTON
 JW1756  USGS QUAD   -  FRIENDSVILLE (1993)
 JW1756
 JW1756                         *CURRENT SURVEY CONTROL
 JW1756  ___________________________________________________________________
 JW1756* NAD 83(1986)-  39 39 37.     (N)    079 29 38.     (W)     SCALED    
 JW1756* NAVD 88     -       724.034  (meters)    2375.43   (feet)  ADJUSTED  
 JW1756  ___________________________________________________________________
 JW1756  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JW1756  DYNAMIC HT  -         723.568 (meters)    2373.91  (feet)  COMP
 JW1756  MODELED GRAV-     979,958.0   (mgal)                       NAVD 88
 JW1756
 JW1756  VERT ORDER  -  FIRST     CLASS II
 JW1756
 JW1756.The horizontal coordinates were scaled from a topographic map and have
 JW1756.an estimated accuracy of +/- 6 seconds.
 JW1756
 JW1756.The orthometric height was determined by differential leveling
 JW1756.and adjusted by the National Geodetic Survey in April 1995..
 JW1756
 JW1756.The geoid height was determined by GEOID03.
 JW1756
 JW1756.The dynamic height is computed by dividing the NAVD 88
 JW1756.geopotential number by the normal gravity value computed on the
 JW1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1756.degrees latitude (g = 980.6199 gals.).
 JW1756
 JW1756.The modeled gravity was interpolated from observed gravity values.
 JW1756
 JW1756;                    North         East    Units  Estimated Accuracy
 JW1756;SPC WV N     -   128,810.      600,520.      MT  (+/- 180 meters Scaled)
 JW1756
 JW1756                          SUPERSEDED SURVEY CONTROL
 JW1756
 JW1756.No superseded survey control is available for this station.
 JW1756
 JW1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD291911(NAD 83)
 JW1756_MARKER: DV = VERTICAL CONTROL DISK
 JW1756_SETTING: 66 = SET IN ROCK OUTCROP
 JW1756_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1756_STAMPING: B 334 1993
 JW1756_MARK LOGO: NGS   
 JW1756_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1756+STABILITY: POSITION/ELEVATION WELL
 JW1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1756+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1756
 JW1756  HISTORY     - Date     Condition        Report By
 JW1756  HISTORY     - 1993     MONUMENTED       NGS
 JW1756
 JW1756                          STATION DESCRIPTION
 JW1756
 JW1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1756'7.7 KM (4.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1756'JUNCTION OF STATE HIGHWAY 42 IN FRIENDSVILLE, MARYLAND (EXIT 4), NEAR
 JW1756'THE CENTER OF A 5 BY 25-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY
 JW1756'CUT, 97.5 M (319.9 FT) NORTHEAST OF THE SOUTHWEST END OF A HIGHWAY
 JW1756'CUT, 54.2 M (177.8 FT) NORTHEAST OF THE NORTHEAST END OF A HIGHWAY
 JW1756'CUT, 13.3 M (43.6 FT) SOUTHEAST OF THE CENTER OF THE EASTBOUND LANES
 JW1756'OF THE HIGHWAY, 3.1 M (10.2 FT) NORTHWEST OF THE NORTHWEST FACE OF A
 JW1756'ROCK WALL, 0.7 M (2.3 FT) SOUTHWEST OF A WITNESS POST, AND 0.6 M (2.0
 JW1756'FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1781 ***********************************************************************
 JW1781  DESIGNATION -  B 335
 JW1781  PID         -  JW1781
 JW1781  STATE/COUNTY-  WV/MONONGALIA
 JW1781  USGS QUAD   -  LAKE LYNN (1976)
 JW1781
 JW1781                         *CURRENT SURVEY CONTROL
 JW1781  ___________________________________________________________________
 JW1781* NAD 83(1986)-  39 39 43.     (N)    079 50 36.     (W)     SCALED    
 JW1781* NAVD 88     -       391.705  (meters)    1285.12   (feet)  ADJUSTED  
 JW1781  ___________________________________________________________________
 JW1781  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JW1781  DYNAMIC HT  -         391.468 (meters)    1284.34  (feet)  COMP
 JW1781  MODELED GRAV-     980,010.5   (mgal)                       NAVD 88
 JW1781
 JW1781  VERT ORDER  -  FIRST     CLASS II
 JW1781
 JW1781.The horizontal coordinates were scaled from a topographic map and have
 JW1781.an estimated accuracy of +/- 6 seconds.
 JW1781
 JW1781.The orthometric height was determined by differential leveling
 JW1781.and adjusted by the National Geodetic Survey in April 1995..
 JW1781
 JW1781.The geoid height was determined by GEOID03.
 JW1781
 JW1781.The dynamic height is computed by dividing the NAVD 88
 JW1781.geopotential number by the normal gravity value computed on the
 JW1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1781.degrees latitude (g = 980.6199 gals.).
 JW1781
 JW1781.The modeled gravity was interpolated from observed gravity values.
 JW1781
 JW1781;                    North         East    Units  Estimated Accuracy
 JW1781;SPC WV N     -   129,050.      570,540.      MT  (+/- 180 meters Scaled)
 JW1781
 JW1781                          SUPERSEDED SURVEY CONTROL
 JW1781
 JW1781.No superseded survey control is available for this station.
 JW1781
 JW1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND992908(NAD 83)
 JW1781_MARKER: DV = VERTICAL CONTROL DISK
 JW1781_SETTING: 66 = SET IN ROCK OUTCROP
 JW1781_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1781_STAMPING: B 335 1993
 JW1781_MARK LOGO: NGS   
 JW1781_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1781+STABILITY: POSITION/ELEVATION WELL
 JW1781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1781+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1781
 JW1781  HISTORY     - Date     Condition        Report By
 JW1781  HISTORY     - 1993     MONUMENTED       NGS
 JW1781
 JW1781                          STATION DESCRIPTION
 JW1781
 JW1781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1781'6.2 KM (3.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1781'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), NEAR THE CENTER
 JW1781'OF A 2 BY 4-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 26.3 M
 JW1781'(86.3 FT) NORTHWEST OF THE SOUTHEAST END OF A GUARDRAIL, 17.2 M (56.4
 JW1781'FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 JW1781'HIGHWAY, 2.3 M (7.5 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.6 M
 JW1781'(2.0 FT) NORTHWEST 0F A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0089 ***********************************************************************
 GY0089  DESIGNATION -  B 34
 GY0089  PID         -  GY0089
 GY0089  STATE/COUNTY-  WV/MINGO
 GY0089  USGS QUAD   -  WILLIAMSON (1992)
 GY0089
 GY0089                         *CURRENT SURVEY CONTROL
 GY0089  ___________________________________________________________________
 GY0089* NAD 83(1986)-  37 40 32.     (N)    082 16 44.     (W)     SCALED    
 GY0089* NAVD 88     -       202.346  (meters)     663.86   (feet)  ADJUSTED  
 GY0089  ___________________________________________________________________
 GY0089  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GY0089  DYNAMIC HT  -         202.197 (meters)     663.37  (feet)  COMP
 GY0089  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 GY0089
 GY0089  VERT ORDER  -  SECOND    CLASS 0
 GY0089
 GY0089.The horizontal coordinates were scaled from a topographic map and have
 GY0089.an estimated accuracy of +/- 6 seconds.
 GY0089
 GY0089.The orthometric height was determined by differential leveling
 GY0089.and adjusted by the National Geodetic Survey in June 1991..
 GY0089
 GY0089.The geoid height was determined by GEOID03.
 GY0089
 GY0089.The dynamic height is computed by dividing the NAVD 88
 GY0089.geopotential number by the normal gravity value computed on the
 GY0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0089.degrees latitude (g = 980.6199 gals.).
 GY0089
 GY0089.The modeled gravity was interpolated from observed gravity values.
 GY0089
 GY0089;                    North         East    Units  Estimated Accuracy
 GY0089;SPC WV S     -    75,760.      487,190.      MT  (+/- 180 meters Scaled)
 GY0089
 GY0089                          SUPERSEDED SURVEY CONTROL
 GY0089
 GY0089  NGVD 29 (??/??/92)  202.579  (m)          664.63   (f) ADJ UNCH    2 0
 GY0089
 GY0089.Superseded values are not recommended for survey control.
 GY0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0089.See file dsdata.txt to determine how the superseded data were derived.
 GY0089
 GY0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB872705(NAD 83)
 GY0089_MARKER: DB = BENCH MARK DISK
 GY0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0089_SP_SET: CONCRETE
 GY0089_STAMPING: B 34 1935
 GY0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0089
 GY0089  HISTORY     - Date     Condition        Report By
 GY0089  HISTORY     - 1935     MONUMENTED       CGS
 GY0089  HISTORY     - 1942     GOOD             NGS
 GY0089  HISTORY     - 1982     GOOD             NGS
 GY0089
 GY0089                          STATION DESCRIPTION
 GY0089
 GY0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GY0089'AT WILLIAMSON.
 GY0089'AT WILLIAMSON, MINGO COUNTY, AT THE POST OFFICE, IN THE WEST
 GY0089'WALL, 18.5 FEET EAST OF THE EAST CURB OF SECOND STREET, 27.7
 GY0089'FEET SOUTH OF THE CENTER OF THE MAIN WEST ENTRANCE, IN THE
 GY0089'CONCRETE BASE WALL, AND 2.2 FEET ABOVE THE GROUND.  A STANDARD
 GY0089'DISK STAMPED B 34 1935 AND SET VERTICALLY.
 GY0089
 GY0089                          STATION RECOVERY (1982)
 GY0089
 GY0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GY0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0862 ***********************************************************************
 JX0862  DESIGNATION -  B 34
 JX0862  PID         -  JX0862
 JX0862  STATE/COUNTY-  WV/WOOD
 JX0862  USGS QUAD   -  MARIETTA (1994)
 JX0862
 JX0862                         *CURRENT SURVEY CONTROL
 JX0862  ___________________________________________________________________
 JX0862* NAD 83(1986)-  39 23 07.     (N)    081 28 42.     (W)     SCALED    
 JX0862* NAVD 88     -       185.634  (meters)     609.03   (feet)  ADJUSTED  
 JX0862  ___________________________________________________________________
 JX0862  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JX0862  DYNAMIC HT  -         185.520 (meters)     608.66  (feet)  COMP
 JX0862  MODELED GRAV-     980,011.9   (mgal)                       NAVD 88
 JX0862
 JX0862  VERT ORDER  -  FIRST     CLASS II
 JX0862
 JX0862.The horizontal coordinates were scaled from a topographic map and have
 JX0862.an estimated accuracy of +/- 6 seconds.
 JX0862
 JX0862.The orthometric height was determined by differential leveling
 JX0862.and adjusted by the National Geodetic Survey in June 1991..
 JX0862
 JX0862.The geoid height was determined by GEOID03.
 JX0862
 JX0862.The dynamic height is computed by dividing the NAVD 88
 JX0862.geopotential number by the normal gravity value computed on the
 JX0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0862.degrees latitude (g = 980.6199 gals.).
 JX0862
 JX0862.The modeled gravity was interpolated from observed gravity values.
 JX0862
 JX0862;                    North         East    Units  Estimated Accuracy
 JX0862;SPC WV N     -   100,160.      429,580.      MT  (+/- 180 meters Scaled)
 JX0862
 JX0862                          SUPERSEDED SURVEY CONTROL
 JX0862
 JX0862  NGVD 29 (??/??/92)  185.808  (m)          609.61   (f) ADJ UNCH    1 2
 JX0862
 JX0862.Superseded values are not recommended for survey control.
 JX0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0862.See file dsdata.txt to determine how the superseded data were derived.
 JX0862
 JX0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD588596(NAD 83)
 JX0862_MARKER: DB = BENCH MARK DISK
 JX0862_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0862_SP_SET: BRIDGE
 JX0862_STAMPING: B 34 1934
 JX0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0862
 JX0862  HISTORY     - Date     Condition        Report By
 JX0862  HISTORY     - 1934     MONUMENTED       CGS
 JX0862  HISTORY     - 1959     GOOD             NGS
 JX0862
 JX0862                          STATION DESCRIPTION
 JX0862
 JX0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX0862'2.2 MI SW FROM WILLIAMSTOWN.
 JX0862'ABOUT 2.25 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0862'FROM THE STATION AT WILLIAMSTOWN, AT MILEPOLE 83+13, 5 1/2 FEET
 JX0862'NORTHWEST OF THE NORTHWEST RAIL, IN TOP OF THE NORTHEAST ABUTMENT
 JX0862'TO BRIDGE 832 OVER BIG RUN, 5 1/2 FEET SOUTHEAST OF THE NORTHWEST
 JX0862'END OF THE TOP STEP OF THE ABUTMENT, AND ABOUT 1 FOOT BELOW THE
 JX0862'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2239 ***********************************************************************
 GX2239  DESIGNATION -  B 35
 GX2239  PID         -  GX2239
 GX2239  STATE/COUNTY-  WV/LOGAN
 GX2239  USGS QUAD   -  HOLDEN (1989)
 GX2239
 GX2239                         *CURRENT SURVEY CONTROL
 GX2239  ___________________________________________________________________
 GX2239* NAD 83(1986)-  37 45 20.     (N)    081 59 59.     (W)     SCALED    
 GX2239* NAVD 88     -       247.985  (meters)     813.60   (feet)  ADJUSTED  
 GX2239  ___________________________________________________________________
 GX2239  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GX2239  DYNAMIC HT  -         247.802 (meters)     813.00  (feet)  COMP
 GX2239  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 GX2239
 GX2239  VERT ORDER  -  SECOND    CLASS 0
 GX2239
 GX2239.The horizontal coordinates were scaled from a topographic map and have
 GX2239.an estimated accuracy of +/- 6 seconds.
 GX2239
 GX2239.The orthometric height was determined by differential leveling
 GX2239.and adjusted by the National Geodetic Survey in June 1991..
 GX2239
 GX2239.The geoid height was determined by GEOID03.
 GX2239
 GX2239.The dynamic height is computed by dividing the NAVD 88
 GX2239.geopotential number by the normal gravity value computed on the
 GX2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2239.degrees latitude (g = 980.6199 gals.).
 GX2239
 GX2239.The modeled gravity was interpolated from observed gravity values.
 GX2239
 GX2239;                    North         East    Units  Estimated Accuracy
 GX2239;SPC WV S     -    84,330.      511,910.      MT  (+/- 180 meters Scaled)
 GX2239
 GX2239                          SUPERSEDED SURVEY CONTROL
 GX2239
 GX2239  NGVD 29 (??/??/92)  248.200  (m)          814.30   (f) ADJ UNCH    2 0
 GX2239
 GX2239.Superseded values are not recommended for survey control.
 GX2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2239.See file dsdata.txt to determine how the superseded data were derived.
 GX2239
 GX2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB119791(NAD 83)
 GX2239_MARKER: DB = BENCH MARK DISK
 GX2239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2239_SP_SET: BUILDING
 GX2239_STAMPING: B 35 1935
 GX2239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2239
 GX2239  HISTORY     - Date     Condition        Report By
 GX2239  HISTORY     - 1935     MONUMENTED       CGS
 GX2239  HISTORY     - 1957     GOOD             NGS
 GX2239
 GX2239                          STATION DESCRIPTION
 GX2239
 GX2239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2239'AT OMAR.
 GX2239'AT OMAR, SET VERTICALLY IN EAST FACE OF BRICK HIGH SCHOOL
 GX2239'BUILDING, 19 FEET SOUTH OF CENTER OF MAIN EAST ENTRANCE, 36 FEET
 GX2239'WEST OF CENTER LINE OF U.S. HIGHWAY 119 AND ABOUT 3 FEET ABOVE
 GX2239'LEVEL OF SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2291 ***********************************************************************
 GX2291  DESIGNATION -  B 36
 GX2291  PID         -  GX2291
 GX2291  STATE/COUNTY-  WV/LOGAN
 GX2291  USGS QUAD   -  CLOTHIER (1989)
 GX2291
 GX2291                         *CURRENT SURVEY CONTROL
 GX2291  ___________________________________________________________________
 GX2291* NAD 83(1986)-  37 56 30.     (N)    081 48 57.     (W)     SCALED    
 GX2291* NAVD 88     -       247.036  (meters)     810.48   (feet)  ADJUSTED  
 GX2291  ___________________________________________________________________
 GX2291  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GX2291  DYNAMIC HT  -         246.855 (meters)     809.89  (feet)  COMP
 GX2291  MODELED GRAV-     979,890.3   (mgal)                       NAVD 88
 GX2291
 GX2291  VERT ORDER  -  SECOND    CLASS 0
 GX2291
 GX2291.The horizontal coordinates were scaled from a topographic map and have
 GX2291.an estimated accuracy of +/- 6 seconds.
 GX2291
 GX2291.The orthometric height was determined by differential leveling
 GX2291.and adjusted by the National Geodetic Survey in June 1991..
 GX2291
 GX2291.The geoid height was determined by GEOID03.
 GX2291
 GX2291.The dynamic height is computed by dividing the NAVD 88
 GX2291.geopotential number by the normal gravity value computed on the
 GX2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2291.degrees latitude (g = 980.6199 gals.).
 GX2291
 GX2291.The modeled gravity was interpolated from observed gravity values.
 GX2291
 GX2291;                    North         East    Units  Estimated Accuracy
 GX2291;SPC WV S     -   104,830.      528,290.      MT  (+/- 180 meters Scaled)
 GX2291
 GX2291                          SUPERSEDED SURVEY CONTROL
 GX2291
 GX2291  NGVD 29 (??/??/92)  247.249  (m)          811.18   (f) ADJ UNCH    2 0
 GX2291
 GX2291.Superseded values are not recommended for survey control.
 GX2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2291.See file dsdata.txt to determine how the superseded data were derived.
 GX2291
 GX2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB283996(NAD 83)
 GX2291_MARKER: DB = BENCH MARK DISK
 GX2291_SETTING: 0 = UNSPECIFIED SETTING
 GX2291_STAMPING: B 36 1935
 GX2291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2291
 GX2291  HISTORY     - Date     Condition        Report By
 GX2291  HISTORY     - 1935     MONUMENTED       CGS
 GX2291  HISTORY     - 1958     GOOD             NGS
 GX2291  HISTORY     - 1973     GOOD             LOCENG
 GX2291
 GX2291                          STATION DESCRIPTION
 GX2291
 GX2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2291'0.4 MI SW FROM CLOTHIER.
 GX2291'ABOUT 0.45 MILE SOUTHWEST ALONG U.S. HIGHWAY 119 FROM THE
 GX2291'CHESAPEAKE AND OHIO RAILWAY STATION AT CLOTHIER, AT BOONE COUNTY
 GX2291'COAL CORPORATION STORE 11, SET VERTICALLY IN THE SOUTH FACE
 GX2291'OF THE SOUTHWEST CORNER, 3 FEET EAST OF THE SOUTHWEST CORNER,
 GX2291'21 FEET NORTH OF THE NORTH RAIL OF THE C. AND O. RY. TRACK, 138
 GX2291'FEET NORTH AND ACROSS THE TRACK FROM THE CENTER LINE OF THE
 GX2291'HIGHWAY, 2 1/2 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 GX2291'TRACK.
 GX2291
 GX2291                          STATION RECOVERY (1973)
 GX2291
 GX2291'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2111 ***********************************************************************
 HX2111  DESIGNATION -  B 37
 HX2111  PID         -  HX2111
 HX2111  STATE/COUNTY-  WV/LINCOLN
 HX2111  USGS QUAD   -  JULIAN (1976)
 HX2111
 HX2111                         *CURRENT SURVEY CONTROL
 HX2111  ___________________________________________________________________
 HX2111* NAD 83(1986)-  38 13 45.     (N)    081 49 20.     (W)     SCALED    
 HX2111* NAVD 88     -       192.871  (meters)     632.78   (feet)  ADJUSTED  
 HX2111  ___________________________________________________________________
 HX2111  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HX2111  DYNAMIC HT  -         192.735 (meters)     632.33  (feet)  COMP
 HX2111  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 HX2111
 HX2111  VERT ORDER  -  SECOND    CLASS 0
 HX2111
 HX2111.The horizontal coordinates were scaled from a topographic map and have
 HX2111.an estimated accuracy of +/- 6 seconds.
 HX2111
 HX2111.The orthometric height was determined by differential leveling
 HX2111.and adjusted by the National Geodetic Survey in June 1991..
 HX2111
 HX2111.The geoid height was determined by GEOID03.
 HX2111
 HX2111.The dynamic height is computed by dividing the NAVD 88
 HX2111.geopotential number by the normal gravity value computed on the
 HX2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2111.degrees latitude (g = 980.6199 gals.).
 HX2111
 HX2111.The modeled gravity was interpolated from observed gravity values.
 HX2111
 HX2111;                    North         East    Units  Estimated Accuracy
 HX2111;SPC WV S     -   136,740.      528,010.      MT  (+/- 180 meters Scaled)
 HX2111
 HX2111                          SUPERSEDED SURVEY CONTROL
 HX2111
 HX2111  NGVD 29 (??/??/92)  193.082  (m)          633.47   (f) ADJ UNCH    2 0
 HX2111
 HX2111.Superseded values are not recommended for survey control.
 HX2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2111.See file dsdata.txt to determine how the superseded data were derived.
 HX2111
 HX2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC280315(NAD 83)
 HX2111_MARKER: DB = BENCH MARK DISK
 HX2111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2111_SP_SET: CULVERT
 HX2111_STAMPING: B 37 1935
 HX2111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2111
 HX2111  HISTORY     - Date     Condition        Report By
 HX2111  HISTORY     - 1935     MONUMENTED       CGS
 HX2111  HISTORY     - 1973     GOOD             LOCENG
 HX2111
 HX2111                          STATION DESCRIPTION
 HX2111
 HX2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2111'2.5 MI N FROM MC CORKLE.
 HX2111'2.5 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2111'STATION AT MC CORKLE, LINCOLN COUNTY, AT DUNLAPVILLE, ABOUT 100
 HX2111'FEET SOUTH OF A LOG CABIN, 50 FEET EAST OF THE STATION, AT A
 HX2111'4- BY 4-FOOT BOX CULVERT, IN THE CENTER OF THE TOP OF THE EAST
 HX2111'CONCRETE HEADWALL, 30 FEET EAST OF THE EAST RAIL, AND ABOUT SIX
 HX2111'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 37 1935.
 HX2111
 HX2111                          STATION RECOVERY (1973)
 HX2111
 HX2111'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2139 ***********************************************************************
 HX2139  DESIGNATION -  B 38
 HX2139  PID         -  HX2139
 HX2139  STATE/COUNTY-  WV/PUTNAM
 HX2139  USGS QUAD   -  SCOTT DEPOT (1989)
 HX2139
 HX2139                         *CURRENT SURVEY CONTROL
 HX2139  ___________________________________________________________________
 HX2139* NAD 83(1986)-  38 26 11.     (N)    081 59 52.     (W)     SCALED    
 HX2139* NAVD 88     -       204.336  (meters)     670.39   (feet)  ADJUSTED  
 HX2139  ___________________________________________________________________
 HX2139  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HX2139  DYNAMIC HT  -         204.196 (meters)     669.93  (feet)  COMP
 HX2139  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 HX2139
 HX2139  VERT ORDER  -  SECOND    CLASS 0
 HX2139
 HX2139.The horizontal coordinates were scaled from a topographic map and have
 HX2139.an estimated accuracy of +/- 6 seconds.
 HX2139
 HX2139.The orthometric height was determined by differential leveling
 HX2139.and adjusted by the National Geodetic Survey in June 1991..
 HX2139
 HX2139.The geoid height was determined by GEOID03.
 HX2139
 HX2139.The dynamic height is computed by dividing the NAVD 88
 HX2139.geopotential number by the normal gravity value computed on the
 HX2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2139.degrees latitude (g = 980.6199 gals.).
 HX2139
 HX2139.The modeled gravity was interpolated from observed gravity values.
 HX2139
 HX2139;                    North         East    Units  Estimated Accuracy
 HX2139;SPC WV S     -   159,890.      512,890.      MT  (+/- 180 meters Scaled)
 HX2139
 HX2139                          SUPERSEDED SURVEY CONTROL
 HX2139
 HX2139  NGVD 29 (??/??/92)  204.525  (m)          671.01   (f) ADJ UNCH    2 0
 HX2139
 HX2139.Superseded values are not recommended for survey control.
 HX2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2139.See file dsdata.txt to determine how the superseded data were derived.
 HX2139
 HX2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC129547(NAD 83)
 HX2139_MARKER: DB = BENCH MARK DISK
 HX2139_SETTING: 66 = SET IN ROCK OUTCROP
 HX2139_SP_SET: ROCK LEDGE
 HX2139_STAMPING: B 38 1935
 HX2139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2139+STABILITY: POSITION/ELEVATION WELL
 HX2139
 HX2139  HISTORY     - Date     Condition        Report By
 HX2139  HISTORY     - 1935     MONUMENTED       CGS
 HX2139  HISTORY     - 1958     GOOD             USGS
 HX2139
 HX2139                          STATION DESCRIPTION
 HX2139
 HX2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2139'1.5 MI E FROM HURRICANE.
 HX2139'ABOUT 1.5 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX2139'THE STATION AT HURRICANE, PUTNAM COUNTY, ABOUT 0.3 MILE EAST OF
 HX2139'MILEPOST FM 478, ABOUT 135 YARDS EAST OF A ROAD CROSSING, ABOUT
 HX2139'22 YARDS NORTH OF THE NORTH RAIL, ABOUT 45 FEET NORTHWEST OF A
 HX2139'POLE, IN THE TOP OF A ROCK LEDGE, AND ABOUT 1 FOOT HIGHER THAN
 HX2139'THE TRACK.  A STANDARD DISK, STAMPED B 38 1935.
 HX2139
 HX2139                          STATION RECOVERY (1958)
 HX2139
 HX2139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HX2139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2141 ***********************************************************************
 HX2141  DESIGNATION -  B 39
 HX2141  PID         -  HX2141
 HX2141  STATE/COUNTY-  WV/KANAWHA
 HX2141  USGS QUAD   -  JULIAN (1976)
 HX2141
 HX2141                         *CURRENT SURVEY CONTROL
 HX2141  ___________________________________________________________________
 HX2141* NAD 83(1986)-  38 13 13.     (N)    081 45 22.     (W)     SCALED    
 HX2141* NAVD 88     -       197.238  (meters)     647.11   (feet)  ADJUSTED  
 HX2141  ___________________________________________________________________
 HX2141  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HX2141  DYNAMIC HT  -         197.098 (meters)     646.65  (feet)  COMP
 HX2141  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 HX2141
 HX2141  VERT ORDER  -  SECOND    CLASS 0
 HX2141
 HX2141.The horizontal coordinates were scaled from a topographic map and have
 HX2141.an estimated accuracy of +/- 6 seconds.
 HX2141
 HX2141.The orthometric height was determined by differential leveling
 HX2141.and adjusted by the National Geodetic Survey in June 1991..
 HX2141
 HX2141.The geoid height was determined by GEOID03.
 HX2141
 HX2141.The dynamic height is computed by dividing the NAVD 88
 HX2141.geopotential number by the normal gravity value computed on the
 HX2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2141.degrees latitude (g = 980.6199 gals.).
 HX2141
 HX2141.The modeled gravity was interpolated from observed gravity values.
 HX2141
 HX2141;                    North         East    Units  Estimated Accuracy
 HX2141;SPC WV S     -   135,710.      533,790.      MT  (+/- 180 meters Scaled)
 HX2141
 HX2141                          SUPERSEDED SURVEY CONTROL
 HX2141
 HX2141  NGVD 29 (??/??/92)  197.445  (m)          647.78   (f) ADJ UNCH    2 0
 HX2141
 HX2141.Superseded values are not recommended for survey control.
 HX2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2141.See file dsdata.txt to determine how the superseded data were derived.
 HX2141
 HX2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC338305(NAD 83)
 HX2141_MARKER: DB = BENCH MARK DISK
 HX2141_SETTING: 66 = SET IN ROCK OUTCROP
 HX2141_SP_SET: ROCK OUTCROP
 HX2141_STAMPING: B 39 1935
 HX2141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2141+STABILITY: POSITION/ELEVATION WELL
 HX2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX2141+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2004
 HX2141
 HX2141  HISTORY     - Date     Condition        Report By
 HX2141  HISTORY     - 1935     MONUMENTED       CGS
 HX2141  HISTORY     - 20041201 GOOD             INDIV
 HX2141
 HX2141                          STATION DESCRIPTION
 HX2141
 HX2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2141'2 MI S FROM BROUNLAND.
 HX2141'2.0 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2141'STATION AT BROUNLAND, 45 YARDS SOUTHEAST OF MILEPOST S 4, 47 FEET
 HX2141'SOUTHEAST OF POLE E 33, 19 FEET EAST OF THE EAST RAIL, IN THE TOP
 HX2141'OF A ROCK OUTCROP, AND ABOUT 6 FEET HIGHER THAN THE TRACK.  A
 HX2141'STANDARD DISK, STAMPED B 39 1935.
 HX2141
 HX2141                          STATION RECOVERY (2004)
 HX2141
 HX2141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX2141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0540 ***********************************************************************
 HX0540  DESIGNATION -  B 4
 HX0540  PID         -  HX0540
 HX0540  STATE/COUNTY-  WV/POCAHONTAS
 HX0540  USGS QUAD   -  EDRAY (1995)
 HX0540
 HX0540                         *CURRENT SURVEY CONTROL
 HX0540  ___________________________________________________________________
 HX0540* NAD 83(1986)-  38 16 09.     (N)    080 00 52.     (W)     SCALED    
 HX0540* NAVD 88     -       669.154  (meters)    2195.38   (feet)  ADJUSTED  
 HX0540  ___________________________________________________________________
 HX0540  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX0540  DYNAMIC HT  -         668.608 (meters)    2193.59  (feet)  COMP
 HX0540  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 HX0540
 HX0540  VERT ORDER  -  FIRST     CLASS II
 HX0540
 HX0540.The horizontal coordinates were scaled from a topographic map and have
 HX0540.an estimated accuracy of +/- 6 seconds.
 HX0540
 HX0540.The orthometric height was determined by differential leveling
 HX0540.and adjusted by the National Geodetic Survey in June 1991..
 HX0540
 HX0540.The geoid height was determined by GEOID03.
 HX0540
 HX0540.The dynamic height is computed by dividing the NAVD 88
 HX0540.geopotential number by the normal gravity value computed on the
 HX0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0540.degrees latitude (g = 980.6199 gals.).
 HX0540
 HX0540.The modeled gravity was interpolated from observed gravity values.
 HX0540
 HX0540;                    North         East    Units  Estimated Accuracy
 HX0540;SPC WV S     -   141,320.      686,240.      MT  (+/- 180 meters Scaled)
 HX0540
 HX0540                          SUPERSEDED SURVEY CONTROL
 HX0540
 HX0540  NGVD 29 (??/??/92)  669.222  (m)         2195.61   (f) ADJ UNCH    1 2
 HX0540
 HX0540.Superseded values are not recommended for survey control.
 HX0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0540.See file dsdata.txt to determine how the superseded data were derived.
 HX0540
 HX0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC862361(NAD 83)
 HX0540_MARKER: DB = BENCH MARK DISK
 HX0540_SETTING: 80 = SET IN A BOULDER
 HX0540_SP_SET: BOULDER
 HX0540_STAMPING: B 4 1933
 HX0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0540+STABILITY: SURFACE MOTION
 HX0540
 HX0540  HISTORY     - Date     Condition        Report By
 HX0540  HISTORY     - 1933     MONUMENTED       CGS
 HX0540  HISTORY     - 1957     MARK NOT FOUND   NGS
 HX0540  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0540
 HX0540                          STATION DESCRIPTION
 HX0540
 HX0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HX0540'1.2 MI N FROM CLAWSON.
 HX0540'1.2 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX0540'STATION AT CLAWSON, POCAHONTAS COUNTY, 0.2 MILE NORTH OF
 HX0540'MILEPOST 63, 4 YARDS EAST OF THE TRACK, IN THE TOP OF AN EMBEDDED
 HX0540'BOULDER, AND ABOUT LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED
 HX0540'B 4 1933.
 HX0540
 HX0540                          STATION RECOVERY (1983)
 HX0540
 HX0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2176 ***********************************************************************
 HX2176  DESIGNATION -  B 40
 HX2176  PID         -  HX2176
 HX2176  STATE/COUNTY-  WV/BOONE
 HX2176  USGS QUAD   -  SYLVESTER (1976)
 HX2176
 HX2176                         *CURRENT SURVEY CONTROL
 HX2176  ___________________________________________________________________
 HX2176* NAD 83(1986)-  38 01 12.     (N)    081 34 40.     (W)     SCALED    
 HX2176* NAVD 88     -       236.551  (meters)     776.08   (feet)  ADJUSTED  
 HX2176  ___________________________________________________________________
 HX2176  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HX2176  DYNAMIC HT  -         236.377 (meters)     775.51  (feet)  COMP
 HX2176  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 HX2176
 HX2176  VERT ORDER  -  SECOND    CLASS 0
 HX2176
 HX2176.The horizontal coordinates were scaled from a topographic map and have
 HX2176.an estimated accuracy of +/- 6 seconds.
 HX2176
 HX2176.The orthometric height was determined by differential leveling
 HX2176.and adjusted by the National Geodetic Survey in June 1991..
 HX2176
 HX2176.The geoid height was determined by GEOID03.
 HX2176
 HX2176.The dynamic height is computed by dividing the NAVD 88
 HX2176.geopotential number by the normal gravity value computed on the
 HX2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2176.degrees latitude (g = 980.6199 gals.).
 HX2176
 HX2176.The modeled gravity was interpolated from observed gravity values.
 HX2176
 HX2176;                    North         East    Units  Estimated Accuracy
 HX2176;SPC WV S     -   113,370.      549,270.      MT  (+/- 180 meters Scaled)
 HX2176
 HX2176                          SUPERSEDED SURVEY CONTROL
 HX2176
 HX2176  NGVD 29 (??/??/92)  236.753  (m)          776.75   (f) ADJ UNCH    2 0
 HX2176
 HX2176.Superseded values are not recommended for survey control.
 HX2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2176.See file dsdata.txt to determine how the superseded data were derived.
 HX2176
 HX2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC492081(NAD 83)
 HX2176_MARKER: DB = BENCH MARK DISK
 HX2176_SETTING: 66 = SET IN ROCK OUTCROP
 HX2176_SP_SET: ROCK OUTCROP
 HX2176_STAMPING: B 40 1935
 HX2176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2176+STABILITY: POSITION/ELEVATION WELL
 HX2176
 HX2176  HISTORY     - Date     Condition        Report By
 HX2176  HISTORY     - 1935     MONUMENTED       CGS
 HX2176  HISTORY     - 19890520 GOOD             LOCENG
 HX2176
 HX2176                          STATION DESCRIPTION
 HX2176
 HX2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2176'3 MI N FROM ELK RUN JUNCTION.
 HX2176'3.0 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2176'STATION AT ELK RUN JUNCTION, MIDWAY BETWEEN POLES 920 AND 921,
 HX2176'11 FEET WEST OF THE WEST RAIL, IN THE FACE OF A ROCK OUTCROP,
 HX2176'AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 HX2176'STAMPED B 40 1935 AND SET VERTICALLY.
 HX2176
 HX2176                          STATION RECOVERY (1989)
 HX2176
 HX2176'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (JL)
 HX2176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0637 ***********************************************************************
 GX0637  DESIGNATION -  B 42
 GX0637  PID         -  GX0637
 GX0637  STATE/COUNTY-  WV/SUMMERS
 GX0637  USGS QUAD   -  HINTON (1976)
 GX0637
 GX0637                         *CURRENT SURVEY CONTROL
 GX0637  ___________________________________________________________________
 GX0637* NAD 83(1986)-  37 39 49.     (N)    080 53 58.     (W)     SCALED    
 GX0637* NAVD 88     -       422.349  (meters)    1385.66   (feet)  ADJUSTED  
 GX0637  ___________________________________________________________________
 GX0637  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0637  DYNAMIC HT  -         422.003 (meters)    1384.52  (feet)  COMP
 GX0637  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 GX0637
 GX0637  VERT ORDER  -  SECOND    CLASS 0
 GX0637
 GX0637.The horizontal coordinates were scaled from a topographic map and have
 GX0637.an estimated accuracy of +/- 6 seconds.
 GX0637
 GX0637.The orthometric height was determined by differential leveling
 GX0637.and adjusted by the National Geodetic Survey in June 1991..
 GX0637.WARNING-Repeat measurements at this control monument indicate possible
 GX0637.vertical movement.
 GX0637
 GX0637.The geoid height was determined by GEOID03.
 GX0637
 GX0637.The dynamic height is computed by dividing the NAVD 88
 GX0637.geopotential number by the normal gravity value computed on the
 GX0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0637.degrees latitude (g = 980.6199 gals.).
 GX0637
 GX0637.The modeled gravity was interpolated from observed gravity values.
 GX0637
 GX0637;                    North         East    Units  Estimated Accuracy
 GX0637;SPC WV S     -    73,660.      608,870.      MT  (+/- 180 meters Scaled)
 GX0637
 GX0637                          SUPERSEDED SURVEY CONTROL
 GX0637
 GX0637  NGVD 29 (??/??/92)  422.514  (m)         1386.20   (f) ADJ UNCH    2 0
 GX0637
 GX0637.Superseded values are not recommended for survey control.
 GX0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0637.See file dsdata.txt to determine how the superseded data were derived.
 GX0637
 GX0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB088684(NAD 83)
 GX0637_MARKER: DB = BENCH MARK DISK
 GX0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0637_SP_SET: CULVERT
 GX0637_STAMPING: B 42 1935
 GX0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0637
 GX0637  HISTORY     - Date     Condition        Report By
 GX0637  HISTORY     - 1935     MONUMENTED       CGS
 GX0637  HISTORY     - 1960     GOOD             NGS
 GX0637
 GX0637                          STATION DESCRIPTION
 GX0637
 GX0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX0637'1 MI W FROM HINTON.
 GX0637'ABOUT 1.05 MILES NORTH AND WEST AND SOUTH ALONG STATE HIGHWAY 3
 GX0637'ALTERNATE FROM THE POST OFFICE AT HINTON, 0.65 MILE SOUTH OF
 GX0637'THE WEST END OF STEEL HIGHWAY BRIDGE OVER NEW RIVER, 100 YARDS
 GX0637'NORTH OF THE JUNCTION OF STATE HIGHWAY 3 LEADING SOUTHWEST TO
 GX0637'BECKLEY, 14 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 3
 GX0637'ALTERNATE, IN TOP OF THE NORTH END OF THE WEST HEAD WALL OF A
 GX0637'4-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY 3 ALTERNATE, AND ABOUT
 GX0637'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1144 ***********************************************************************
 GX1144  DESIGNATION -  B 43
 GX1144  PID         -  GX1144
 GX1144  STATE/COUNTY-  WV/RALEIGH
 GX1144  USGS QUAD   -  RHODELL (1976)
 GX1144
 GX1144                         *CURRENT SURVEY CONTROL
 GX1144  ___________________________________________________________________
 GX1144* NAD 83(1986)-  37 35 52.     (N)    081 19 15.     (W)     SCALED    
 GX1144* NAVD 88     -       480.700  (meters)    1577.10   (feet)  ADJUSTED  
 GX1144  ___________________________________________________________________
 GX1144  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1144  DYNAMIC HT  -         480.304 (meters)    1575.80  (feet)  COMP
 GX1144  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 GX1144
 GX1144  VERT ORDER  -  SECOND    CLASS 0
 GX1144
 GX1144.The horizontal coordinates were scaled from a topographic map and have
 GX1144.an estimated accuracy of +/- 6 seconds.
 GX1144
 GX1144.The orthometric height was determined by differential leveling
 GX1144.and adjusted by the National Geodetic Survey in June 1991..
 GX1144
 GX1144.The geoid height was determined by GEOID03.
 GX1144
 GX1144.The dynamic height is computed by dividing the NAVD 88
 GX1144.geopotential number by the normal gravity value computed on the
 GX1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1144.degrees latitude (g = 980.6199 gals.).
 GX1144
 GX1144.The modeled gravity was interpolated from observed gravity values.
 GX1144
 GX1144;                    North         East    Units  Estimated Accuracy
 GX1144;SPC WV S     -    66,400.      571,670.      MT  (+/- 180 meters Scaled)
 GX1144
 GX1144                          SUPERSEDED SURVEY CONTROL
 GX1144
 GX1144  NGVD 29 (??/??/92)  480.858  (m)         1577.62   (f) ADJ UNCH    2 0
 GX1144
 GX1144.Superseded values are not recommended for survey control.
 GX1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1144.See file dsdata.txt to determine how the superseded data were derived.
 GX1144
 GX1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB716612(NAD 83)
 GX1144_MARKER: DB = BENCH MARK DISK
 GX1144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1144_SP_SET: BRIDGE
 GX1144_STAMPING: B 43 1935
 GX1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX1144+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2002
 GX1144
 GX1144  HISTORY     - Date     Condition        Report By
 GX1144  HISTORY     - 1935     MONUMENTED       CGS
 GX1144  HISTORY     - 1960     GOOD             NGS
 GX1144  HISTORY     - 1980     GOOD             LOCSUR
 GX1144  HISTORY     - 20021211 GOOD             GREOMA
 GX1144
 GX1144                          STATION DESCRIPTION
 GX1144
 GX1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1144'3 MI SW FROM HELEN.
 GX1144'ABOUT 3.0 MILES SOUTHWEST ALONG THE VIRGINIAN RAILWAY FROM THE
 GX1144'GENERAL STORE NO. 26 AT HELEN, AT AMIGO, IN THE TOP OF THE SOUTH
 GX1144'END OF THE WEST CONCRETE ABUTMENT OF CHESAPEAKE AND OHIO RAILWAY
 GX1144'BRIDGE OVER GUYANDOT RIVER, 7 FEET SOUTH OF SOUTH RAIL OF C. AND
 GX1144'O. RR, 50 FEET EAST OF TELEPHONE POLE NO. 342 AND ABOUT 1 1/2
 GX1144'FEET BELOW LEVEL OF TRACK.
 GX1144
 GX1144                          STATION RECOVERY (1980)
 GX1144
 GX1144'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1144'RECOVERED IN GOOD CONDITION.
 GX1144
 GX1144                          STATION RECOVERY (2002)
 GX1144
 GX1144'RECOVERY NOTE BY GREENHORNE-OMARA 2002 (TDT)
 GX1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2021 ***********************************************************************
 GX2021  DESIGNATION -  B 44
 GX2021  PID         -  GX2021
 GX2021  STATE/COUNTY-  WV/MCDOWELL
 GX2021  USGS QUAD   -  WELCH (1976)
 GX2021
 GX2021                         *CURRENT SURVEY CONTROL
 GX2021  ___________________________________________________________________
 GX2021* NAD 83(1986)-  37 26 21.     (N)    081 35 21.     (W)     SCALED    
 GX2021* NAVD 88     -       393.004  (meters)    1289.38   (feet)  ADJUSTED  
 GX2021  ___________________________________________________________________
 GX2021  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX2021  DYNAMIC HT  -         392.681 (meters)    1288.32  (feet)  COMP
 GX2021  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 GX2021
 GX2021  VERT ORDER  -  SECOND    CLASS 0
 GX2021
 GX2021.The horizontal coordinates were scaled from a topographic map and have
 GX2021.an estimated accuracy of +/- 6 seconds.
 GX2021
 GX2021.The orthometric height was determined by differential leveling
 GX2021.and adjusted by the National Geodetic Survey in June 1991..
 GX2021
 GX2021.The geoid height was determined by GEOID03.
 GX2021
 GX2021.The dynamic height is computed by dividing the NAVD 88
 GX2021.geopotential number by the normal gravity value computed on the
 GX2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2021.degrees latitude (g = 980.6199 gals.).
 GX2021
 GX2021.The modeled gravity was interpolated from observed gravity values.
 GX2021
 GX2021;                    North         East    Units  Estimated Accuracy
 GX2021;SPC WV S     -    48,910.      547,860.      MT  (+/- 180 meters Scaled)
 GX2021
 GX2021                          SUPERSEDED SURVEY CONTROL
 GX2021
 GX2021  NGVD 29 (??/??/92)  393.172  (m)         1289.93   (f) ADJ UNCH    2 0
 GX2021
 GX2021.Superseded values are not recommended for survey control.
 GX2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2021.See file dsdata.txt to determine how the superseded data were derived.
 GX2021
 GX2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB478437(NAD 83)
 GX2021_MARKER: DB = BENCH MARK DISK
 GX2021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2021_SP_SET: BUILDING
 GX2021_STAMPING: B 44 1935
 GX2021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2021
 GX2021  HISTORY     - Date     Condition        Report By
 GX2021  HISTORY     - 1935     MONUMENTED       CGS
 GX2021  HISTORY     - 1958     GOOD             NGS
 GX2021
 GX2021                          STATION DESCRIPTION
 GX2021
 GX2021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2021'AT WELCH.
 GX2021'AT WELCH, ABOUT 0.35 MILE NORTH ALONG MCDOWELL  STREET (STATE
 GX2021'HIGHWAY 16) FROM THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY,
 GX2021'ABOUT 93 YARDS NORTH OF THE JUNCTION OF STEWART STREET, AT WELCH
 GX2021'EMERGENCY HOSPITAL, SET VERTICALLY IN THE SOUTH FACE OF THE
 GX2021'NURSES QUARTERS, 5 FEET EAST OF THE SOUTHWEST CORNER OF THE
 GX2021'BUILDING, 27 FEET EAST OF THE EAST CURB OF MCDOWELL  STREET,
 GX2021'3 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 6 FEET
 GX2021'ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2205 ***********************************************************************
 GX2205  DESIGNATION -  B 45
 GX2205  PID         -  GX2205
 GX2205  STATE/COUNTY-  WV/WYOMING
 GX2205  USGS QUAD   -  OCEANA (1976)
 GX2205
 GX2205                         *CURRENT SURVEY CONTROL
 GX2205  ___________________________________________________________________
 GX2205* NAD 83(1986)-  37 44 03.     (N)    081 43 42.     (W)     SCALED    
 GX2205* NAVD 88     -       318.662  (meters)    1045.48   (feet)  ADJUSTED  
 GX2205  ___________________________________________________________________
 GX2205  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX2205  DYNAMIC HT  -         318.416 (meters)    1044.67  (feet)  COMP
 GX2205  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 GX2205
 GX2205  VERT ORDER  -  SECOND    CLASS 0
 GX2205
 GX2205.The horizontal coordinates were scaled from a topographic map and have
 GX2205.an estimated accuracy of +/- 6 seconds.
 GX2205
 GX2205.The orthometric height was determined by differential leveling
 GX2205.and adjusted by the National Geodetic Survey in June 1991..
 GX2205
 GX2205.The geoid height was determined by GEOID03.
 GX2205
 GX2205.The dynamic height is computed by dividing the NAVD 88
 GX2205.geopotential number by the normal gravity value computed on the
 GX2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2205.degrees latitude (g = 980.6199 gals.).
 GX2205
 GX2205.The modeled gravity was interpolated from observed gravity values.
 GX2205
 GX2205;                    North         East    Units  Estimated Accuracy
 GX2205;SPC WV S     -    81,740.      535,800.      MT  (+/- 180 meters Scaled)
 GX2205
 GX2205                          SUPERSEDED SURVEY CONTROL
 GX2205
 GX2205  NGVD 29 (??/??/92)  318.848  (m)         1046.09   (f) ADJ UNCH    2 0
 GX2205
 GX2205.Superseded values are not recommended for survey control.
 GX2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2205.See file dsdata.txt to determine how the superseded data were derived.
 GX2205
 GX2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB358765(NAD 83)
 GX2205_MARKER: DB = BENCH MARK DISK
 GX2205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2205_SP_SET: CULVERT
 GX2205_STAMPING: B 45 1935
 GX2205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2205
 GX2205  HISTORY     - Date     Condition        Report By
 GX2205  HISTORY     - 1935     MONUMENTED       CGS
 GX2205  HISTORY     - 20030202 POOR             INDIV
 GX2205
 GX2205                          STATION DESCRIPTION
 GX2205
 GX2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2205'7.1 MI E FROM MALLORY.
 GX2205'IN WYOMING COUNTY, 7.1 MILES EAST ALONG STATE HIGHWAY 10 FROM
 GX2205'THE POST OFFICE AT MALLORY, LOGAN COUNTY, 1.5 MILES SOUTH OF THE
 GX2205'WYOMING-LOGAN COUNTY LINE, 25 YARDS NORTHEAST OF THE NORTHEAST
 GX2205'CORNER OF THE G.W. COOK PROPERTYLINE FENCE, 15 YARDS EAST OF THE
 GX2205'CENTERLINE OF THE HIGHWAY, AT A CULVERT, IN THE TOP OF THE NORTH
 GX2205'END OF THE EAST HEADWALL, AND ABOUT ONE FOOT HIGHER THAN THE
 GX2205'HIGHWAY.  A STANDARD DISK, STAMPED B 45 1935.
 GX2205
 GX2205                          STATION RECOVERY (2003)
 GX2205
 GX2205'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2205'FOUND UNREADABLE DISK SET IN SOUTH WEST CORNER OF BRIDGE, BELIEVE
 GX2205'RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0017 ***********************************************************************
 GY0017  DESIGNATION -  B 46
 GY0017  PID         -  GY0017
 GY0017  STATE/COUNTY-  WV/WAYNE
 GY0017  USGS QUAD   -  WEBB (1989)
 GY0017
 GY0017                         *CURRENT SURVEY CONTROL
 GY0017  ___________________________________________________________________
 GY0017* NAD 83(1986)-  37 56 06.     (N)    082 29 27.     (W)     SCALED    
 GY0017* NAVD 88     -       185.495  (meters)     608.58   (feet)  ADJUSTED  
 GY0017  ___________________________________________________________________
 GY0017  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 GY0017  DYNAMIC HT  -         185.360 (meters)     608.14  (feet)  COMP
 GY0017  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 GY0017
 GY0017  VERT ORDER  -  SECOND    CLASS 0
 GY0017
 GY0017.The horizontal coordinates were scaled from a topographic map and have
 GY0017.an estimated accuracy of +/- 6 seconds.
 GY0017
 GY0017.The orthometric height was determined by differential leveling
 GY0017.and adjusted by the National Geodetic Survey in June 1991..
 GY0017
 GY0017.The geoid height was determined by GEOID03.
 GY0017
 GY0017.The dynamic height is computed by dividing the NAVD 88
 GY0017.geopotential number by the normal gravity value computed on the
 GY0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0017.degrees latitude (g = 980.6199 gals.).
 GY0017
 GY0017.The modeled gravity was interpolated from observed gravity values.
 GY0017
 GY0017;                    North         East    Units  Estimated Accuracy
 GY0017;SPC WV S     -   104,830.      468,960.      MT  (+/- 180 meters Scaled)
 GY0017
 GY0017                          SUPERSEDED SURVEY CONTROL
 GY0017
 GY0017  NGVD 29 (??/??/92)  185.714  (m)          609.30   (f) ADJ UNCH    2 0
 GY0017
 GY0017.Superseded values are not recommended for survey control.
 GY0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0017.See file dsdata.txt to determine how the superseded data were derived.
 GY0017
 GY0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB689996(NAD 83)
 GY0017_MARKER: DB = BENCH MARK DISK
 GY0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0017_STAMPING: B 46 1935
 GY0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0017+STABILITY: SURFACE MOTION
 GY0017
 GY0017  HISTORY     - Date     Condition        Report By
 GY0017  HISTORY     - 1935     MONUMENTED       CGS
 GY0017  HISTORY     - 1942     GOOD             NGS
 GY0017
 GY0017                          STATION DESCRIPTION
 GY0017
 GY0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GY0017'3.2 MI S FROM WEBB.
 GY0017'3.2 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0017'STATION AT WEBB, WAYNE COUNTY, 17 RAILS EAST OF MILEPOST NA 15, 24
 GY0017'RAILS NORTH OF THE END OF A TUNNEL, 66 FEET NORTHWEST OF A SWITCH
 GY0017'POINT TO A SIDETRACK, AT A GRAVEL-ROAD CROSSING, 22 FEET EAST OF
 GY0017'THE CENTERLINE OF THE GRAVEL ROAD, 17.1 FEET NORTH OF THE NORTH
 GY0017'RAIL OF THE WEST-BOUND TRACK, 14.2 FEET SOUTH OF THE SOUTH RAIL
 GY0017'OF THE EAST-BOUND TRACK, 11.5 FEET SOUTHEAST OF POLE 155 E 16, AND
 GY0017'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 46
 GY0017'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0102 ***********************************************************************
 GY0102  DESIGNATION -  B 47
 GY0102  PID         -  GY0102
 GY0102  STATE/COUNTY-  WV/MINGO
 GY0102  USGS QUAD   -  DELBARTON (1976)
 GY0102
 GY0102                         *CURRENT SURVEY CONTROL
 GY0102  ___________________________________________________________________
 GY0102* NAD 83(1986)-  37 38 15.     (N)    082 12 57.     (W)     SCALED    
 GY0102* NAVD 88     -       207.753  (meters)     681.60   (feet)  ADJUSTED  
 GY0102  ___________________________________________________________________
 GY0102  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GY0102  DYNAMIC HT  -         207.597 (meters)     681.09  (feet)  COMP
 GY0102  MODELED GRAV-     979,874.0   (mgal)                       NAVD 88
 GY0102
 GY0102  VERT ORDER  -  SECOND    CLASS 0
 GY0102
 GY0102.The horizontal coordinates were scaled from a topographic map and have
 GY0102.an estimated accuracy of +/- 6 seconds.
 GY0102
 GY0102.The orthometric height was determined by differential leveling
 GY0102.and adjusted by the National Geodetic Survey in June 1991..
 GY0102
 GY0102.The geoid height was determined by GEOID03.
 GY0102
 GY0102.The dynamic height is computed by dividing the NAVD 88
 GY0102.geopotential number by the normal gravity value computed on the
 GY0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0102.degrees latitude (g = 980.6199 gals.).
 GY0102
 GY0102.The modeled gravity was interpolated from observed gravity values.
 GY0102
 GY0102;                    North         East    Units  Estimated Accuracy
 GY0102;SPC WV S     -    71,460.      492,690.      MT  (+/- 180 meters Scaled)
 GY0102
 GY0102                          SUPERSEDED SURVEY CONTROL
 GY0102
 GY0102  NGVD 29 (??/??/92)  207.993  (m)          682.39   (f) ADJ UNCH    2 0
 GY0102
 GY0102.Superseded values are not recommended for survey control.
 GY0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0102.See file dsdata.txt to determine how the superseded data were derived.
 GY0102
 GY0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB927662(NAD 83)
 GY0102_MARKER: DB = BENCH MARK DISK
 GY0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0102_STAMPING: B 47 1935
 GY0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0102+STABILITY: SURFACE MOTION
 GY0102
 GY0102  HISTORY     - Date     Condition        Report By
 GY0102  HISTORY     - 1935     MONUMENTED       CGS
 GY0102  HISTORY     - 1942     GOOD             NGS
 GY0102
 GY0102                          STATION DESCRIPTION
 GY0102
 GY0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GY0102'AT MERRIMAC.
 GY0102'AT MERRIMAC, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GY0102'35 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 31 FEET NORTHEAST OF
 GY0102'THE NORTH CORNER OF THE POST OFFICE AND THE MERRIMAC SUPPLY CO.
 GY0102'STORE, AT THE CARL WARTS RESIDENCE, 1-1/2 FEET INSIDE A FENCE
 GY0102'CORNER, AND ABOUT 1-1/2 FEET BELOW THE LEVEL OF THE RAIL.  A
 GY0102'STANDARD DISK, STAMPED B 47 1935 AND SET IN THE TOP OF A CONCRETE
 GY0102'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1635 ***********************************************************************
 GX1635  DESIGNATION -  B 49
 GX1635  PID         -  GX1635
 GX1635  STATE/COUNTY-  WV/MCDOWELL
 GX1635  USGS QUAD   -  DAVY (1976)
 GX1635
 GX1635                         *CURRENT SURVEY CONTROL
 GX1635  ___________________________________________________________________
 GX1635* NAD 83(1986)-  37 28 35.     (N)    081 39 13.     (W)     SCALED    
 GX1635* NAVD 88     -       362.356  (meters)    1188.83   (feet)  ADJUSTED  
 GX1635  ___________________________________________________________________
 GX1635  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX1635  DYNAMIC HT  -         362.063 (meters)    1187.87  (feet)  COMP
 GX1635  MODELED GRAV-     979,811.1   (mgal)                       NAVD 88
 GX1635
 GX1635  VERT ORDER  -  SECOND    CLASS 0
 GX1635
 GX1635.The horizontal coordinates were scaled from a topographic map and have
 GX1635.an estimated accuracy of +/- 6 seconds.
 GX1635
 GX1635.The orthometric height was determined by differential leveling
 GX1635.and adjusted by the National Geodetic Survey in June 1991..
 GX1635
 GX1635.The geoid height was determined by GEOID03.
 GX1635
 GX1635.The dynamic height is computed by dividing the NAVD 88
 GX1635.geopotential number by the normal gravity value computed on the
 GX1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1635.degrees latitude (g = 980.6199 gals.).
 GX1635
 GX1635.The modeled gravity was interpolated from observed gravity values.
 GX1635
 GX1635;                    North         East    Units  Estimated Accuracy
 GX1635;SPC WV S     -    53,080.      542,190.      MT  (+/- 180 meters Scaled)
 GX1635
 GX1635                          SUPERSEDED SURVEY CONTROL
 GX1635
 GX1635  NGVD 29 (??/??/92)  362.529  (m)         1189.40   (f) ADJ UNCH    2 0
 GX1635
 GX1635.Superseded values are not recommended for survey control.
 GX1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1635.See file dsdata.txt to determine how the superseded data were derived.
 GX1635
 GX1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB422479(NAD 83)
 GX1635_MARKER: DB = BENCH MARK DISK
 GX1635_SETTING: 0 = UNSPECIFIED SETTING
 GX1635_STAMPING: B 49 1935
 GX1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1635
 GX1635  HISTORY     - Date     Condition        Report By
 GX1635  HISTORY     - 1935     MONUMENTED       CGS
 GX1635  HISTORY     - 1958     GOOD             NGS
 GX1635
 GX1635                          STATION DESCRIPTION
 GX1635
 GX1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1635'AT DAVY.
 GX1635'AT DAVY, 0.2 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN
 GX1635'RAILWAY FROM THE STATION, ABOUT 1 RAIL SOUTHEAST AND ACROSS THE
 GX1635'TRACK FROM MILE POST N 407, SET VERTICALLY IN THE NORTHEAST FACE
 GX1635'OF THE NORTH CORNER OF THE D AND H FOOD MARKET, 3 1/2 FEET
 GX1635'SOUTHEAST OF THE NORTH CORNER, 4 FEET ABOVE THE GROUND, AND ABOUT
 GX1635'1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0096 ***********************************************************************
 GX0096  DESIGNATION -  B 5
 GX0096  PID         -  GX0096
 GX0096  STATE/COUNTY-  WV/GREENBRIER
 GX0096  USGS QUAD   -  LEWISBURG (1979)
 GX0096
 GX0096                         *CURRENT SURVEY CONTROL
 GX0096  ___________________________________________________________________
 GX0096* NAD 83(1986)-  37 46 40.     (N)    080 25 35.     (W)     SCALED    
 GX0096* NAVD 88     -       519.963  (meters)    1705.91   (feet)  ADJUSTED  
 GX0096  ___________________________________________________________________
 GX0096  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GX0096  DYNAMIC HT  -         519.528 (meters)    1704.48  (feet)  COMP
 GX0096  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 GX0096
 GX0096  VERT ORDER  -  FIRST     CLASS II
 GX0096
 GX0096.The horizontal coordinates were scaled from a topographic map and have
 GX0096.an estimated accuracy of +/- 6 seconds.
 GX0096
 GX0096.The orthometric height was determined by differential leveling
 GX0096.and adjusted by the National Geodetic Survey in June 1991..
 GX0096
 GX0096.The geoid height was determined by GEOID03.
 GX0096
 GX0096.The dynamic height is computed by dividing the NAVD 88
 GX0096.geopotential number by the normal gravity value computed on the
 GX0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0096.degrees latitude (g = 980.6199 gals.).
 GX0096
 GX0096.The modeled gravity was interpolated from observed gravity values.
 GX0096
 GX0096;                    North         East    Units  Estimated Accuracy
 GX0096;SPC WV S     -    86,480.      650,530.      MT  (+/- 180 meters Scaled)
 GX0096
 GX0096                          SUPERSEDED SURVEY CONTROL
 GX0096
 GX0096  NGVD 29 (??/??/92)  520.115  (m)         1706.41   (f) ADJ UNCH    1 2
 GX0096
 GX0096.Superseded values are not recommended for survey control.
 GX0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0096.See file dsdata.txt to determine how the superseded data were derived.
 GX0096
 GX0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB505813(NAD 83)
 GX0096_MARKER: DB = BENCH MARK DISK
 GX0096_SETTING: 66 = SET IN ROCK OUTCROP
 GX0096_SP_SET: ROCK CUT
 GX0096_STAMPING: B 5 1933
 GX0096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0096+STABILITY: POSITION/ELEVATION WELL
 GX0096
 GX0096  HISTORY     - Date     Condition        Report By
 GX0096  HISTORY     - 1933     MONUMENTED       CGS
 GX0096  HISTORY     - 1958     GOOD             NGS
 GX0096  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0096  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0096
 GX0096                          STATION DESCRIPTION
 GX0096
 GX0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0096'1.7 MI SW FROM NORTH CALDWELL.
 GX0096'ABOUT 1.7 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0096'FROM THE STATION AT NORTH CALDWELL, 0.1 MILE NORTHEAST OF THE
 GX0096'RAILROAD JUNCTION AT WHITCOMB, 0.3 MILE NORTHEAST OF MILEPOST
 GX0096'320, 10 FEET NORTHWEST OF THE NORTHWEST RAIL, SET VERTICALLY
 GX0096'IN THE SOUTHEAST FACE OF A LOW ROCK CUT, 4 FEET ABOVE THE GROUND,
 GX0096'ABOUT FOUR RAILS SOUTHWEST OF THE SOUTHWEST END OF A 15-FOOT
 GX0096'BRIDGE OVER A SMALL STREAM, AND ABOUT 3 FEET ABOVE THE LEVEL
 GX0096'OF THE TRACK.
 GX0096
 GX0096                          STATION RECOVERY (1983)
 GX0096
 GX0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0096'MARK NOT FOUND.
 GX0096
 GX0096                          STATION RECOVERY (1983)
 GX0096
 GX0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1310 ***********************************************************************
 GX1310  DESIGNATION -  B 50
 GX1310  PID         -  GX1310
 GX1310  STATE/COUNTY-  WV/MERCER
 GX1310  USGS QUAD   -  BRAMWELL (1979)
 GX1310
 GX1310                         *CURRENT SURVEY CONTROL
 GX1310  ___________________________________________________________________
 GX1310* NAD 83(1986)-  37 19 28.     (N)    081 19 39.     (W)     SCALED    
 GX1310* NAVD 88     -       706.472  (meters)    2317.82   (feet)  ADJUSTED  
 GX1310  ___________________________________________________________________
 GX1310  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX1310  DYNAMIC HT  -         705.844 (meters)    2315.76  (feet)  COMP
 GX1310  MODELED GRAV-     979,718.8   (mgal)                       NAVD 88
 GX1310
 GX1310  VERT ORDER  -  SECOND    CLASS 0
 GX1310
 GX1310.The horizontal coordinates were scaled from a topographic map and have
 GX1310.an estimated accuracy of +/- 6 seconds.
 GX1310
 GX1310.The orthometric height was determined by differential leveling
 GX1310.and adjusted by the National Geodetic Survey in June 1991..
 GX1310
 GX1310.The geoid height was determined by GEOID03.
 GX1310
 GX1310.The dynamic height is computed by dividing the NAVD 88
 GX1310.geopotential number by the normal gravity value computed on the
 GX1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1310.degrees latitude (g = 980.6199 gals.).
 GX1310
 GX1310.The modeled gravity was interpolated from observed gravity values.
 GX1310
 GX1310;                    North         East    Units  Estimated Accuracy
 GX1310;SPC WV S     -    36,060.      570,970.      MT  (+/- 180 meters Scaled)
 GX1310
 GX1310                          SUPERSEDED SURVEY CONTROL
 GX1310
 GX1310  NGVD 29 (??/??/92)  706.582  (m)         2318.18   (f) ADJ UNCH    2 0
 GX1310
 GX1310.Superseded values are not recommended for survey control.
 GX1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1310.See file dsdata.txt to determine how the superseded data were derived.
 GX1310
 GX1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB709309(NAD 83)
 GX1310_MARKER: DB = BENCH MARK DISK
 GX1310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1310_SP_SET: RETAINING WALL
 GX1310_STAMPING: B 50 1935
 GX1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1310
 GX1310  HISTORY     - Date     Condition        Report By
 GX1310  HISTORY     - 1935     MONUMENTED       CGS
 GX1310
 GX1310                          STATION DESCRIPTION
 GX1310
 GX1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1310'0.6 MI W FROM BLUESTONE.
 GX1310'0.6 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1310'STATION AT BLUESTONE, MERCER COUNTY, 23 YARDS SOUTH OF CATENARY
 GX1310'BRIDGE 374-34, 5 FEET WEST OF THE WEST RAIL, IN THE TOP OF A
 GX1310'CONCRETE RETAINING WALL, AND 1.5 FEET BELOW THE LEVEL OF THE
 GX1310'TRACK.  A STANDARD DISK, STAMPED B 50 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0512 ***********************************************************************
 HY0512  DESIGNATION -  B 51
 HY0512  PID         -  HY0512
 HY0512  STATE/COUNTY-  WV/LINCOLN
 HY0512  USGS QUAD   -  BRANCHLAND (1987)
 HY0512
 HY0512                         *CURRENT SURVEY CONTROL
 HY0512  ___________________________________________________________________
 HY0512* NAD 83(1986)-  38 08 13.     (N)    082 10 30.     (W)     SCALED    
 HY0512* NAVD 88     -       184.936  (meters)     606.74   (feet)  ADJUSTED  
 HY0512  ___________________________________________________________________
 HY0512  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY0512  DYNAMIC HT  -         184.803 (meters)     606.31  (feet)  COMP
 HY0512  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 HY0512
 HY0512  VERT ORDER  -  SECOND    CLASS 0
 HY0512
 HY0512.The horizontal coordinates were scaled from a topographic map and have
 HY0512.an estimated accuracy of +/- 6 seconds.
 HY0512
 HY0512.The orthometric height was determined by differential leveling
 HY0512.and adjusted by the National Geodetic Survey in June 1991..
 HY0512
 HY0512.The geoid height was determined by GEOID03.
 HY0512
 HY0512.The dynamic height is computed by dividing the NAVD 88
 HY0512.geopotential number by the normal gravity value computed on the
 HY0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0512.degrees latitude (g = 980.6199 gals.).
 HY0512
 HY0512.The modeled gravity was interpolated from observed gravity values.
 HY0512
 HY0512;                    North         East    Units  Estimated Accuracy
 HY0512;SPC WV S     -   126,840.      497,000.      MT  (+/- 180 meters Scaled)
 HY0512
 HY0512                          SUPERSEDED SURVEY CONTROL
 HY0512
 HY0512  NGVD 29 (??/??/92)  185.145  (m)          607.43   (f) ADJ UNCH    2 0
 HY0512
 HY0512.Superseded values are not recommended for survey control.
 HY0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0512.See file dsdata.txt to determine how the superseded data were derived.
 HY0512
 HY0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC970216(NAD 83)
 HY0512_MARKER: DB = BENCH MARK DISK
 HY0512_SETTING: 66 = SET IN ROCK OUTCROP
 HY0512_SP_SET: ROCK CUT
 HY0512_STAMPING: B 51 1935
 HY0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0512+STABILITY: POSITION/ELEVATION WELL
 HY0512
 HY0512  HISTORY     - Date     Condition        Report By
 HY0512  HISTORY     - 1935     MONUMENTED       CGS
 HY0512  HISTORY     - 1957     GOOD             NGS
 HY0512
 HY0512                          STATION DESCRIPTION
 HY0512
 HY0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0512'2.2 MI NW FROM RANGER.
 HY0512'ABOUT 2.15 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0512'FROM THE STATION AT RANGER, ABOUT 33 RAILS (39-FOOT LONG)
 HY0512'SOUTHEAST OF MILE POST 29, AT A NARROW DIRT ROAD CROSSING, SET
 HY0512'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CUT, 18 FEET NORTHEAST
 HY0512'AND ACROSS ROAD FROM THE NORTHEAST RAIL, 9 FEET NORTHEAST OF
 HY0512'CENTER LINE OF ROAD, 40 FEET EAST OF CENTER OF CROSSING, 37 FEET
 HY0512'SOUTHEAST OF CROSSING WARNING SIGN AND 1 FOOT BELOW LEVEL OF
 HY0512'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0513 ***********************************************************************
 HY0513  DESIGNATION -  B 51 X
 HY0513  PID         -  HY0513
 HY0513  STATE/COUNTY-  WV/LINCOLN
 HY0513  USGS QUAD   -  BRANCHLAND (1987)
 HY0513
 HY0513                         *CURRENT SURVEY CONTROL
 HY0513  ___________________________________________________________________
 HY0513* NAD 83(1986)-  38 10 24.     (N)    082 10 37.     (W)     SCALED    
 HY0513* NAVD 88     -       181.245  (meters)     594.63   (feet)  ADJUSTED  
 HY0513  ___________________________________________________________________
 HY0513  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY0513  DYNAMIC HT  -         181.115 (meters)     594.21  (feet)  COMP
 HY0513  MODELED GRAV-     979,911.1   (mgal)                       NAVD 88
 HY0513
 HY0513  VERT ORDER  -  SECOND    CLASS 0
 HY0513
 HY0513.The horizontal coordinates were scaled from a topographic map and have
 HY0513.an estimated accuracy of +/- 6 seconds.
 HY0513
 HY0513.The orthometric height was determined by differential leveling
 HY0513.and adjusted by the National Geodetic Survey in June 1991..
 HY0513
 HY0513.The geoid height was determined by GEOID03.
 HY0513
 HY0513.The dynamic height is computed by dividing the NAVD 88
 HY0513.geopotential number by the normal gravity value computed on the
 HY0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0513.degrees latitude (g = 980.6199 gals.).
 HY0513
 HY0513.The modeled gravity was interpolated from observed gravity values.
 HY0513
 HY0513;                    North         East    Units  Estimated Accuracy
 HY0513;SPC WV S     -   130,880.      496,880.      MT  (+/- 180 meters Scaled)
 HY0513
 HY0513                          SUPERSEDED SURVEY CONTROL
 HY0513
 HY0513  NGVD 29 (??/??/92)  181.455  (m)          595.32   (f) ADJ UNCH    2 0
 HY0513
 HY0513.Superseded values are not recommended for survey control.
 HY0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0513.See file dsdata.txt to determine how the superseded data were derived.
 HY0513
 HY0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC969257(NAD 83)
 HY0513_MARKER: DB = BENCH MARK DISK
 HY0513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0513_SP_SET: ABUTMENT
 HY0513_STAMPING: B 51 X 1935
 HY0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0513
 HY0513  HISTORY     - Date     Condition        Report By
 HY0513  HISTORY     - 1935     MONUMENTED       CGS
 HY0513  HISTORY     - 1957     GOOD             NGS
 HY0513
 HY0513                          STATION DESCRIPTION
 HY0513
 HY0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0513'AT MIDKIFF.
 HY0513'ABOUT 0.1 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY0513'THE STATION AT MIDKIFF, 0.5 MILE SOUTH OF MILEPOLE 26, 8 1/2
 HY0513'FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE NORTHEAST
 HY0513'END OF THE SOUTHWEST WINGWALL OF THE SOUTH CONCRETE ABUTMENT OF
 HY0513'THE C AND O RY BRIDGE NUMBER 265, ABOUT 1 FOOT ABOVE THE LEVEL OF
 HY0513'THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2267 ***********************************************************************
 GX2267  DESIGNATION -  B 52
 GX2267  PID         -  GX2267
 GX2267  STATE/COUNTY-  WV/LOGAN
 GX2267  USGS QUAD   -  LOGAN (1989)
 GX2267
 GX2267                         *CURRENT SURVEY CONTROL
 GX2267  ___________________________________________________________________
 GX2267* NAD 83(1986)-  37 51 03.     (N)    081 56 30.     (W)     SCALED    
 GX2267* NAVD 88     -       222.695  (meters)     730.63   (feet)  ADJUSTED  
 GX2267  ___________________________________________________________________
 GX2267  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GX2267  DYNAMIC HT  -         222.532 (meters)     730.09  (feet)  COMP
 GX2267  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 GX2267
 GX2267  VERT ORDER  -  SECOND    CLASS 0
 GX2267
 GX2267.The horizontal coordinates were scaled from a topographic map and have
 GX2267.an estimated accuracy of +/- 6 seconds.
 GX2267
 GX2267.The orthometric height was determined by differential leveling
 GX2267.and adjusted by the National Geodetic Survey in June 1991..
 GX2267
 GX2267.The geoid height was determined by GEOID03.
 GX2267
 GX2267.The dynamic height is computed by dividing the NAVD 88
 GX2267.geopotential number by the normal gravity value computed on the
 GX2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2267.degrees latitude (g = 980.6199 gals.).
 GX2267
 GX2267.The modeled gravity was interpolated from observed gravity values.
 GX2267
 GX2267;                    North         East    Units  Estimated Accuracy
 GX2267;SPC WV S     -    94,850.      517,130.      MT  (+/- 180 meters Scaled)
 GX2267
 GX2267                          SUPERSEDED SURVEY CONTROL
 GX2267
 GX2267  NGVD 29 (??/??/92)  222.904  (m)          731.31   (f) ADJ UNCH    2 0
 GX2267
 GX2267.Superseded values are not recommended for survey control.
 GX2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2267.See file dsdata.txt to determine how the superseded data were derived.
 GX2267
 GX2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB171896(NAD 83)
 GX2267_MARKER: DD = SURVEY DISK
 GX2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2267_STAMPING: B 52 1935
 GX2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2267+STABILITY: SURFACE MOTION
 GX2267
 GX2267  HISTORY     - Date     Condition        Report By
 GX2267  HISTORY     - 1935     MONUMENTED       WVGS
 GX2267  HISTORY     - 1935     GOOD             NGS
 GX2267  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2267  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2267
 GX2267                          STATION DESCRIPTION
 GX2267
 GX2267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2267'3.6 MI SE FROM LOGAN.
 GX2267'3.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 119 FROM THE COURTHOUSE
 GX2267'AT LOGAN, LOGAN COUNTY, AT FORK BRANCH, 150 YARDS SOUTH OF A
 GX2267'COAL TIPPLE, 125 YARDS SOUTHEAST ACROSS THE CREEK FROM THE FORK
 GX2267'BRANCH STATION SIGN, 60 FEET SOUTH OF A CREEK, 18 FEET NORTH
 GX2267'OF THE CENTERLINE OF THE HIGHWAY, 7 FEET EAST OF THE EAST END OF
 GX2267'A GUARD FENCE, AND ABOUT 6 INCHES HIGHER THAN THE HIGHWAY.  A
 GX2267'STATE SURVEY STANDARD DISK, STAMPED B 52 1935 AND SET IN THE TOP
 GX2267'OF A CONCRETE POST.
 GX2267
 GX2267                          STATION RECOVERY (1960)
 GX2267
 GX2267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2267'MARK NOT FOUND.
 GX2267
 GX2267                          STATION RECOVERY (1960)
 GX2267
 GX2267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2060 ***********************************************************************
 HW2060  DESIGNATION -  B 53
 HW2060  PID         -  HW2060
 HW2060  STATE/COUNTY-  WV/RANDOLPH
 HW2060  USGS QUAD   -  ELKINS (1995)
 HW2060
 HW2060                         *CURRENT SURVEY CONTROL
 HW2060  ___________________________________________________________________
 HW2060* NAD 83(1986)-  38 53 12.     (N)    079 51 24.     (W)     SCALED    
 HW2060* NAVD 88     -       600.437  (meters)    1969.93   (feet)  ADJUSTED  
 HW2060  ___________________________________________________________________
 HW2060  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HW2060  DYNAMIC HT  -         600.008 (meters)    1968.53  (feet)  COMP
 HW2060  MODELED GRAV-     979,892.8   (mgal)                       NAVD 88
 HW2060
 HW2060  VERT ORDER  -  SECOND    CLASS 0
 HW2060
 HW2060.This mark is at Elkins-Randolph Co-Jennings Randolph Fld Airport (EKN)
 HW2060
 HW2060.The horizontal coordinates were scaled from a topographic map and have
 HW2060.an estimated accuracy of +/- 6 seconds.
 HW2060
 HW2060.The orthometric height was determined by differential leveling
 HW2060.and adjusted by the National Geodetic Survey in June 1991..
 HW2060
 HW2060.The geoid height was determined by GEOID03.
 HW2060
 HW2060.The dynamic height is computed by dividing the NAVD 88
 HW2060.geopotential number by the normal gravity value computed on the
 HW2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2060.degrees latitude (g = 980.6199 gals.).
 HW2060
 HW2060.The modeled gravity was interpolated from observed gravity values.
 HW2060
 HW2060;                    North         East    Units  Estimated Accuracy
 HW2060;SPC WV S     -   210,020.      699,200.      MT  (+/- 180 meters Scaled)
 HW2060
 HW2060                          SUPERSEDED SURVEY CONTROL
 HW2060
 HW2060  NGVD 29 (??/??/92)  600.598  (m)         1970.46   (f) ADJ UNCH    2 0
 HW2060
 HW2060.Superseded values are not recommended for survey control.
 HW2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2060.See file dsdata.txt to determine how the superseded data were derived.
 HW2060
 HW2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND991048(NAD 83)
 HW2060_MARKER: DB = BENCH MARK DISK
 HW2060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2060_SP_SET: BUILDING
 HW2060_STAMPING: B 53 1952
 HW2060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2060
 HW2060  HISTORY     - Date     Condition        Report By
 HW2060  HISTORY     - 1952     MONUMENTED       CGS
 HW2060  HISTORY     - 1962     GOOD             NGS
 HW2060  HISTORY     - 1964     GOOD             NGS
 HW2060
 HW2060                          STATION DESCRIPTION
 HW2060
 HW2060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW2060'3.4 MI N FROM BEVERLY.
 HW2060'AT THE ELKINS-RANDOLPH COUNTY AIRPORT, ABOUT 3.15 MILES NORTH
 HW2060'ALONG U.S. HIGHWAY 219 AND 250 FROM THE POST OFFICE AT BEVERLY,
 HW2060'1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE PLATFORM
 HW2060'THAT IS AT THE NORTHEAST SIDE OF THE ADMINISTRATION BUILDING, 1
 HW2060'FOOT NORTHEAST OF THE BUILDING, AND IS ABOUT LEVEL WITH THE
 HW2060'GROUND.
 HW2060
 HW2060                          STATION RECOVERY (1964)
 HW2060
 HW2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW2060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2061 ***********************************************************************
 HW2061  DESIGNATION -  B 53 RESET 1972
 HW2061  PID         -  HW2061
 HW2061  STATE/COUNTY-  WV/RANDOLPH
 HW2061  USGS QUAD   -  ELKINS (1995)
 HW2061
 HW2061                         *CURRENT SURVEY CONTROL
 HW2061  ___________________________________________________________________
 HW2061* NAD 83(1986)-  38 53 12.     (N)    079 51 24.     (W)     SCALED    
 HW2061* NAVD 88     -       600.26   (+/-2cm)    1969.4    (feet)  VERTCON   
 HW2061  ___________________________________________________________________
 HW2061  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HW2061
 HW2061  VERT ORDER  -  THIRD (See Below)
 HW2061
 HW2061.This mark is at Elkins-Randolph Co-Jennings Randolph Fld Airport (EKN)
 HW2061
 HW2061.The horizontal coordinates were scaled from a topographic map and have
 HW2061.an estimated accuracy of +/- 6 seconds.
 HW2061
 HW2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW2061.The vertical order pertains to the NGVD 29 superseded value.
 HW2061
 HW2061.The geoid height was determined by GEOID03.
 HW2061
 HW2061;                    North         East    Units  Estimated Accuracy
 HW2061;SPC WV S     -   210,020.      699,200.      MT  (+/- 180 meters Scaled)
 HW2061
 HW2061                          SUPERSEDED SURVEY CONTROL
 HW2061
 HW2061  NGVD 29 (09/25/03)  600.43   (m)         1969.9    (f) RESET       3  
 HW2061
 HW2061.Superseded values are not recommended for survey control.
 HW2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2061.See file dsdata.txt to determine how the superseded data were derived.
 HW2061
 HW2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND991048(NAD 83)
 HW2061_MARKER: DB = BENCH MARK DISK
 HW2061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2061_SP_SET: BUILDING
 HW2061_STAMPING: B 53 1972
 HW2061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2061
 HW2061  HISTORY     - Date     Condition        Report By
 HW2061  HISTORY     - 1972     MONUMENTED       NGS
 HW2061
 HW2061                          STATION DESCRIPTION
 HW2061
 HW2061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HW2061'2.3 MI SW FROM ELKINS.
 HW2061'LOCATED AT THE ELKINS-RANDOLPH COUNTY MUNICIPAL AIRPORT IT IS
 HW2061'SITUATED ON THE WALK OF THE NEW TERMINAL BUILDING, APPROX.
 HW2061'30 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0061 ***********************************************************************
 JX0061  DESIGNATION -  B 54
 JX0061  PID         -  JX0061
 JX0061  STATE/COUNTY-  WV/MARION
 JX0061  USGS QUAD   -  MANNINGTON (1976)
 JX0061
 JX0061                         *CURRENT SURVEY CONTROL
 JX0061  ___________________________________________________________________
 JX0061* NAD 83(1986)-  39 31 21.     (N)    080 18 39.     (W)     SCALED    
 JX0061* NAVD 88     -       294.355  (meters)     965.73   (feet)  ADJUSTED  
 JX0061  ___________________________________________________________________
 JX0061  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JX0061  DYNAMIC HT  -         294.180 (meters)     965.16  (feet)  COMP
 JX0061  MODELED GRAV-     980,024.9   (mgal)                       NAVD 88
 JX0061
 JX0061  VERT ORDER  -  FIRST     CLASS II
 JX0061
 JX0061.The horizontal coordinates were scaled from a topographic map and have
 JX0061.an estimated accuracy of +/- 6 seconds.
 JX0061
 JX0061.The orthometric height was determined by differential leveling
 JX0061.and adjusted by the National Geodetic Survey in June 1991..
 JX0061
 JX0061.The geoid height was determined by GEOID03.
 JX0061
 JX0061.The dynamic height is computed by dividing the NAVD 88
 JX0061.geopotential number by the normal gravity value computed on the
 JX0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0061.degrees latitude (g = 980.6199 gals.).
 JX0061
 JX0061.The modeled gravity was interpolated from observed gravity values.
 JX0061
 JX0061;                    North         East    Units  Estimated Accuracy
 JX0061;SPC WV N     -   113,830.      530,290.      MT  (+/- 180 meters Scaled)
 JX0061
 JX0061                          SUPERSEDED SURVEY CONTROL
 JX0061
 JX0061  NGVD 29 (??/??/92)  294.514  (m)          966.25   (f) ADJ UNCH    1 2
 JX0061
 JX0061.Superseded values are not recommended for survey control.
 JX0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0061.See file dsdata.txt to determine how the superseded data were derived.
 JX0061
 JX0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND592749(NAD 83)
 JX0061_MARKER: DB = BENCH MARK DISK
 JX0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0061_SP_SET: BRIDGE
 JX0061_STAMPING: B 54 1935
 JX0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0061
 JX0061  HISTORY     - Date     Condition        Report By
 JX0061  HISTORY     - 1935     MONUMENTED       CGS
 JX0061  HISTORY     - 1960     GOOD             NGS
 JX0061
 JX0061                          STATION DESCRIPTION
 JX0061
 JX0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JX0061'2.3 MI E FROM MANNINGTON.
 JX0061'2.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM ICES
 JX0061'MARKET AT MANNINGTON, MARION COUNTY, 75 FEET SOUTH OF AN OIL
 JX0061'DERRICK, 60 FEET NORTH OF POLE 317+13, AT BRIDGE 118-3/4, AND
 JX0061'IN THE TOP OF THE NORTHWEST SIDE OF THE SOUTH ABUTMENT.  A
 JX0061'STANDARD DISK, STAMPED B 54 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2312 ***********************************************************************
 HX2312  DESIGNATION -  B 6
 HX2312  PID         -  HX2312
 HX2312  STATE/COUNTY-  WV/MASON
 HX2312  USGS QUAD   -  MOUNT ALTO (1994)
 HX2312
 HX2312                         *CURRENT SURVEY CONTROL
 HX2312  ___________________________________________________________________
 HX2312* NAD 83(1986)-  38 46 43.     (N)    081 59 58.     (W)     SCALED    
 HX2312* NAVD 88     -       173.994  (meters)     570.85   (feet)  ADJUSTED  
 HX2312  ___________________________________________________________________
 HX2312  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HX2312  DYNAMIC HT  -         173.881 (meters)     570.47  (feet)  COMP
 HX2312  MODELED GRAV-     979,978.7   (mgal)                       NAVD 88
 HX2312
 HX2312  VERT ORDER  -  FIRST     CLASS II
 HX2312
 HX2312.The horizontal coordinates were scaled from a topographic map and have
 HX2312.an estimated accuracy of +/- 6 seconds.
 HX2312
 HX2312.The orthometric height was determined by differential leveling
 HX2312.and adjusted by the National Geodetic Survey in June 1991..
 HX2312
 HX2312.The geoid height was determined by GEOID03.
 HX2312
 HX2312.The dynamic height is computed by dividing the NAVD 88
 HX2312.geopotential number by the normal gravity value computed on the
 HX2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2312.degrees latitude (g = 980.6199 gals.).
 HX2312
 HX2312.The modeled gravity was interpolated from observed gravity values.
 HX2312
 HX2312;                    North         East    Units  Estimated Accuracy
 HX2312;SPC WV S     -   197,880.      513,160.      MT  (+/- 180 meters Scaled)
 HX2312
 HX2312                          SUPERSEDED SURVEY CONTROL
 HX2312
 HX2312  NGVD 29 (??/??/92)  174.190  (m)          571.49   (f) ADJ UNCH    1 2
 HX2312
 HX2312.Superseded values are not recommended for survey control.
 HX2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2312.See file dsdata.txt to determine how the superseded data were derived.
 HX2312
 HX2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC131926(NAD 83)
 HX2312_MARKER: DB = BENCH MARK DISK
 HX2312_SETTING: 80 = SET IN A BOULDER
 HX2312_SP_SET: BOULDER
 HX2312_STAMPING: B 6 1933
 HX2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2312+STABILITY: SURFACE MOTION
 HX2312
 HX2312  HISTORY     - Date     Condition        Report By
 HX2312  HISTORY     - 1933     MONUMENTED       CGS
 HX2312  HISTORY     - 1935     GOOD             NGS
 HX2312
 HX2312                          STATION DESCRIPTION
 HX2312
 HX2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2312'AT BEECH HILL.
 HX2312'AT BEECH HILL, 0.2 MILE WEST OF THE NEW YORK CENTRAL RAILROAD
 HX2312'STATION, 100 YARDS NORTHWEST OF A CINDER-ROAD CROSSING, IN A
 HX2312'FIELD AT THE BASE OF A HILL, 66 YARDS NORTH OF THE CENTERLINE OF
 HX2312'THE TRACK, 42 YARDS NORTH OF STATE HIGHWAY 25, AND IN THE TOP
 HX2312'OF A BOULDER.  A STANDARD DISK, STAMPED B 6 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1159 ***********************************************************************
 HW1159  DESIGNATION -  B 60
 HW1159  PID         -  HW1159
 HW1159  STATE/COUNTY-  WV/HARDY
 HW1159  USGS QUAD   -  BERGTON (1994)
 HW1159
 HW1159                         *CURRENT SURVEY CONTROL
 HW1159  ___________________________________________________________________
 HW1159* NAD 83(1986)-  38 48 24.     (N)    078 53 12.     (W)     SCALED    
 HW1159* NAVD 88     -       516.932  (meters)    1695.97   (feet)  ADJUSTED  
 HW1159  ___________________________________________________________________
 HW1159  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HW1159  DYNAMIC HT  -         516.563 (meters)    1694.76  (feet)  COMP
 HW1159  MODELED GRAV-     979,899.6   (mgal)                       NAVD 88
 HW1159
 HW1159  VERT ORDER  -  SECOND    CLASS 0
 HW1159
 HW1159.The horizontal coordinates were scaled from a topographic map and have
 HW1159.an estimated accuracy of +/- 6 seconds.
 HW1159
 HW1159.The orthometric height was determined by differential leveling
 HW1159.and adjusted by the National Geodetic Survey in June 1991..
 HW1159
 HW1159.The geoid height was determined by GEOID03.
 HW1159
 HW1159.The dynamic height is computed by dividing the NAVD 88
 HW1159.geopotential number by the normal gravity value computed on the
 HW1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1159.degrees latitude (g = 980.6199 gals.).
 HW1159
 HW1159.The modeled gravity was interpolated from observed gravity values.
 HW1159
 HW1159;                    North         East    Units  Estimated Accuracy
 HW1159;SPC WV N     -    34,230.      653,280.      MT  (+/- 180 meters Scaled)
 HW1159
 HW1159                          SUPERSEDED SURVEY CONTROL
 HW1159
 HW1159  NGVD 29 (??/??/92)  517.060  (m)         1696.39   (f) ADJ UNCH    2 0
 HW1159
 HW1159.Superseded values are not recommended for survey control.
 HW1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1159.See file dsdata.txt to determine how the superseded data were derived.
 HW1159
 HW1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC835974(NAD 83)
 HW1159_MARKER: DB = BENCH MARK DISK
 HW1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1159_STAMPING: B 60 1935
 HW1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1159+STABILITY: SURFACE MOTION
 HW1159
 HW1159  HISTORY     - Date     Condition        Report By
 HW1159  HISTORY     - 1935     MONUMENTED       CGS
 HW1159  HISTORY     - 1962     GOOD             NGS
 HW1159
 HW1159                          STATION DESCRIPTION
 HW1159
 HW1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1159'4.7 MI S FROM MATHIAS.
 HW1159'4.7 MILES SOUTH ALONG FORMER STATE HIGHWAY 58 FROM THE LOST CREEK
 HW1159'BRIDGE AT MATHIAS, HARDY COUNTY, AT THE WEST END OF A SMALL
 HW1159'CEMETERY, AT THE MIDDLE OF A CUT, AT THE JUNCTION OF A ROAD
 HW1159'LEADING EAST TO THE U.S. FIRE WARDEN, 38 FEET EAST OF THE
 HW1159'CENTERLINE OF THE HIGHWAY, 38 FEET NORTH OF THE CENTERLINE OF
 HW1159'THE ROAD, AND 2 FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED
 HW1159'B 60 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2006 ***********************************************************************
 HW2006  DESIGNATION -  B 61
 HW2006  PID         -  HW2006
 HW2006  STATE/COUNTY-  WV/POCAHONTAS
 HW2006  USGS QUAD   -  THORNWOOD (1995)
 HW2006
 HW2006                         *CURRENT SURVEY CONTROL
 HW2006  ___________________________________________________________________
 HW2006* NAD 83(1986)-  38 30 25.     (N)    079 42 46.     (W)     SCALED    
 HW2006* NAVD 88     -       974.565  (meters)    3197.39   (feet)  ADJUSTED  
 HW2006  ___________________________________________________________________
 HW2006  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HW2006  DYNAMIC HT  -         973.740 (meters)    3194.68  (feet)  COMP
 HW2006  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 HW2006
 HW2006  VERT ORDER  -  SECOND    CLASS 0
 HW2006
 HW2006.The horizontal coordinates were scaled from a topographic map and have
 HW2006.an estimated accuracy of +/- 6 seconds.
 HW2006
 HW2006.The orthometric height was determined by differential leveling
 HW2006.and adjusted by the National Geodetic Survey in June 1991..
 HW2006
 HW2006.The geoid height was determined by GEOID03.
 HW2006
 HW2006.The dynamic height is computed by dividing the NAVD 88
 HW2006.geopotential number by the normal gravity value computed on the
 HW2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2006.degrees latitude (g = 980.6199 gals.).
 HW2006
 HW2006.The modeled gravity was interpolated from observed gravity values.
 HW2006
 HW2006;                    North         East    Units  Estimated Accuracy
 HW2006;SPC WV S     -   168,040.      712,270.      MT  (+/- 180 meters Scaled)
 HW2006
 HW2006                          SUPERSEDED SURVEY CONTROL
 HW2006
 HW2006  NGVD 29 (??/??/92)  974.584  (m)         3197.45   (f) ADJ UNCH    2 0
 HW2006
 HW2006.Superseded values are not recommended for survey control.
 HW2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2006.See file dsdata.txt to determine how the superseded data were derived.
 HW2006
 HW2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC122628(NAD 83)
 HW2006_MARKER: DB = BENCH MARK DISK
 HW2006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW2006_SP_SET: CULVERT
 HW2006_STAMPING: B 61 1935
 HW2006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW2006
 HW2006  HISTORY     - Date     Condition        Report By
 HW2006  HISTORY     - 1935     MONUMENTED       CGS
 HW2006  HISTORY     - 1954     GOOD             NGS
 HW2006  HISTORY     - 1966     MARK NOT FOUND   NGS
 HW2006
 HW2006                          STATION DESCRIPTION
 HW2006
 HW2006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HW2006'6.9 MI SE FROM BARTOW.
 HW2006'6.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE CHESAPEAKE
 HW2006'AND OHIO RAILWAY STATION AT BARTOW, POCAHONTAS COUNTY, 60 FEET
 HW2006'EAST OF THE CENTER OF THE JUNCTION OF TWO CREEKS, IN THE TOP
 HW2006'OF THE SOUTH END OF THE CONCRETE HEADWALL OF CULVERT 326+65,
 HW2006'AND 15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 HW2006
 HW2006                          STATION RECOVERY (1966)
 HW2006
 HW2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HW2006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1719 ***********************************************************************
 HX1719  DESIGNATION -  B 7
 HX1719  PID         -  HX1719
 HX1719  STATE/COUNTY-  WV/ROANE
 HX1719  USGS QUAD   -  SPENCER (1986)
 HX1719
 HX1719                         *CURRENT SURVEY CONTROL
 HX1719  ___________________________________________________________________
 HX1719* NAD 83(1986)-  38 48 06.     (N)    081 21 02.     (W)     SCALED    
 HX1719* NAVD 88     -       228.473  (meters)     749.58   (feet)  ADJUSTED  
 HX1719  ___________________________________________________________________
 HX1719  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX1719  DYNAMIC HT  -         228.320 (meters)     749.08  (feet)  COMP
 HX1719  MODELED GRAV-     979,955.1   (mgal)                       NAVD 88
 HX1719
 HX1719  VERT ORDER  -  SECOND    CLASS 0
 HX1719
 HX1719.The horizontal coordinates were scaled from a topographic map and have
 HX1719.an estimated accuracy of +/- 6 seconds.
 HX1719
 HX1719.The orthometric height was determined by differential leveling
 HX1719.and adjusted by the National Geodetic Survey in June 1991..
 HX1719
 HX1719.The geoid height was determined by GEOID03.
 HX1719
 HX1719.The dynamic height is computed by dividing the NAVD 88
 HX1719.geopotential number by the normal gravity value computed on the
 HX1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1719.degrees latitude (g = 980.6199 gals.).
 HX1719
 HX1719.The modeled gravity was interpolated from observed gravity values.
 HX1719
 HX1719;                    North         East    Units  Estimated Accuracy
 HX1719;SPC WV S     -   200,030.      569,550.      MT  (+/- 180 meters Scaled)
 HX1719
 HX1719                          SUPERSEDED SURVEY CONTROL
 HX1719
 HX1719  NGVD 29 (??/??/92)  228.636  (m)          750.12   (f) ADJ UNCH    2 0
 HX1719
 HX1719.Superseded values are not recommended for survey control.
 HX1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1719.See file dsdata.txt to determine how the superseded data were derived.
 HX1719
 HX1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC695948(NAD 83)
 HX1719_MARKER: DB = BENCH MARK DISK
 HX1719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1719_SP_SET: BUILDING
 HX1719_STAMPING: B 7 1933
 HX1719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1719
 HX1719  HISTORY     - Date     Condition        Report By
 HX1719  HISTORY     - 1933     MONUMENTED       CGS
 HX1719  HISTORY     - 1956     GOOD             NGS
 HX1719
 HX1719                          STATION DESCRIPTION
 HX1719
 HX1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1719'AT SPENCER.
 HX1719'AT SPENCER, SET VERTICALLY IN NORTHWEST FACE OF 2-STORY COURT
 HX1719'HOUSE BUILDING, 1.9 FEET SOUTHWEST OF NORTH CORNER OF BUILDING
 HX1719'AND 2 FEET ABOVE GROUND.  NOTE-- 12 YARDS NORTH OF ASSESSORS
 HX1719'OFFICE DOOR AND ABOUT 5 YARDS SOUTH OF THE SOUTHWEST CORNER OF
 HX1719'THE CITY HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1203 ***********************************************************************
 JX1203  DESIGNATION -  B 76
 JX1203  PID         -  JX1203
 JX1203  STATE/COUNTY-  WV/WOOD
 JX1203  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1203
 JX1203                         *CURRENT SURVEY CONTROL
 JX1203  ___________________________________________________________________
 JX1203* NAD 83(1986)-  39 13 20.     (N)    081 32 38.     (W)     SCALED    
 JX1203* NAVD 88     -       208.349  (meters)     683.56   (feet)  ADJUSTED  
 JX1203  ___________________________________________________________________
 JX1203  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JX1203  DYNAMIC HT  -         208.219 (meters)     683.13  (feet)  COMP
 JX1203  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JX1203
 JX1203  VERT ORDER  -  SECOND    CLASS 0
 JX1203
 JX1203.The horizontal coordinates were scaled from a topographic map and have
 JX1203.an estimated accuracy of +/- 6 seconds.
 JX1203
 JX1203.The orthometric height was determined by differential leveling
 JX1203.and adjusted by the National Geodetic Survey in June 1991..
 JX1203
 JX1203.The geoid height was determined by GEOID03.
 JX1203
 JX1203.The dynamic height is computed by dividing the NAVD 88
 JX1203.geopotential number by the normal gravity value computed on the
 JX1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1203.degrees latitude (g = 980.6199 gals.).
 JX1203
 JX1203.The modeled gravity was interpolated from observed gravity values.
 JX1203
 JX1203;                    North         East    Units  Estimated Accuracy
 JX1203;SPC WV N     -    82,190.      423,520.      MT  (+/- 180 meters Scaled)
 JX1203
 JX1203                          SUPERSEDED SURVEY CONTROL
 JX1203
 JX1203  NGVD 29 (??/??/92)  208.533  (m)          684.16   (f) ADJ UNCH    2 0
 JX1203
 JX1203.Superseded values are not recommended for survey control.
 JX1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1203.See file dsdata.txt to determine how the superseded data were derived.
 JX1203
 JX1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD530415(NAD 83)
 JX1203_MARKER: DB = BENCH MARK DISK
 JX1203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1203_SP_SET: CULVERT
 JX1203_STAMPING: B 76 1941
 JX1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1203
 JX1203  HISTORY     - Date     Condition        Report By
 JX1203  HISTORY     - 1941     MONUMENTED       CGS
 JX1203  HISTORY     - 1963     GOOD             NGS
 JX1203
 JX1203                          STATION DESCRIPTION
 JX1203
 JX1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JX1203'3.7 MI S FROM PARKERSBURG.
 JX1203'3.7 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE FEDERAL COURTHOUSE
 JX1203'AT PARKERSBURG, WOOD COUNTY, AT THE ENTRANCE TO THE C.J. VENSEL
 JX1203'HOUSE, 36.5 FEET NORTH OF THE CENTER OF THE DRIVEWAY LEADING
 JX1203'TO THE HOUSE, AT A CULVERT, IN THE TOP OF THE NORTH END OF THE
 JX1203'EAST CONCRETE-CAPPED STONE HEADWALL, 17.9 FEET EAST OF THE
 JX1203'CENTERLINE OF THE HIGHWAY, AND 11.4 FEET SOUTH OF A WHITE
 JX1203'WOODEN POST STENCILED USBM.  A STANDARD DISK, STAMPED B 76 1941.
 JX1203
 JX1203                          STATION RECOVERY (1963)
 JX1203
 JX1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0708 ***********************************************************************
 JW0708  DESIGNATION -  B 77
 JW0708  PID         -  JW0708
 JW0708  STATE/COUNTY-  WV/GRANT
 JW0708  USGS QUAD   -  MAYSVILLE (1995)
 JW0708
 JW0708                         *CURRENT SURVEY CONTROL
 JW0708  ___________________________________________________________________
 JW0708* NAD 83(1986)-  39 06 20.     (N)    079 09 03.     (W)     SCALED    
 JW0708* NAVD 88     -       401.722  (meters)    1317.98   (feet)  ADJUSTED  
 JW0708  ___________________________________________________________________
 JW0708  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JW0708  DYNAMIC HT  -         401.460 (meters)    1317.12  (feet)  COMP
 JW0708  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 JW0708
 JW0708  VERT ORDER  -  SECOND    CLASS 0
 JW0708
 JW0708.The horizontal coordinates were scaled from a topographic map and have
 JW0708.an estimated accuracy of +/- 6 seconds.
 JW0708
 JW0708.The orthometric height was determined by differential leveling
 JW0708.and adjusted by the National Geodetic Survey in June 1991..
 JW0708
 JW0708.The geoid height was determined by GEOID03.
 JW0708
 JW0708.The dynamic height is computed by dividing the NAVD 88
 JW0708.geopotential number by the normal gravity value computed on the
 JW0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0708.degrees latitude (g = 980.6199 gals.).
 JW0708
 JW0708.The modeled gravity was interpolated from observed gravity values.
 JW0708
 JW0708;                    North         East    Units  Estimated Accuracy
 JW0708;SPC WV N     -    67,290.      630,200.      MT  (+/- 180 meters Scaled)
 JW0708
 JW0708                          SUPERSEDED SURVEY CONTROL
 JW0708
 JW0708  NGVD 29 (??/??/92)  401.866  (m)         1318.46   (f) ADJ UNCH    2 0
 JW0708
 JW0708.Superseded values are not recommended for survey control.
 JW0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0708.See file dsdata.txt to determine how the superseded data were derived.
 JW0708
 JW0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD598301(NAD 83)
 JW0708_MARKER: DB = BENCH MARK DISK
 JW0708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0708_SP_SET: CULVERT
 JW0708_STAMPING: B 77 1941
 JW0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0708
 JW0708  HISTORY     - Date     Condition        Report By
 JW0708  HISTORY     - 1941     MONUMENTED       CGS
 JW0708  HISTORY     - 1954     GOOD             NGS
 JW0708
 JW0708                          STATION DESCRIPTION
 JW0708
 JW0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0708'9.1 MI NW FROM PETERSBURG.
 JW0708'ABOUT 9.1 MILES NORTHWEST ALONG STATE HIGHWAY 42 FROM THE GRANT
 JW0708'COUNTY BANK AT PETERSBURG, GRANT COUNTY, 86.0 FEET SOUTH OF THE
 JW0708'CENTER LINE OF A DRIVE LEADING TO A FARM, OPPOSITE A BOARD GATE
 JW0708'LEADING TO A FIELD, AT A CULVERT, IN THE TOP OF THE SOUTH END
 JW0708'OF THE WEST CONCRETE HEAD WALL, 16.5 FEET WEST OF THE CENTER LINE
 JW0708'OF THE HIGHWAY, AND 2.9 FEET NORTH OF A WHITE WOODEN POST STENCILED
 JW0708'U.S.B.M.  A STANDARD DISK, STAMPED B 77 1941.
 JW0708
 JW0708                          STATION RECOVERY (1954)
 JW0708
 JW0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4028 ***********************************************************************
 JV4028  DESIGNATION -  B 78 RESET 1978
 JV4028  PID         -  JV4028
 JV4028  STATE/COUNTY-  WV/JEFFERSON
 JV4028  USGS QUAD   -  ROUND HILL (1981)
 JV4028
 JV4028                         *CURRENT SURVEY CONTROL
 JV4028  ___________________________________________________________________
 JV4028* NAD 83(1986)-  39 14 45.     (N)    077 46 51.     (W)     SCALED    
 JV4028* NAVD 88     -       180.66   (meters)     592.7    (feet)  RESET     
 JV4028  ___________________________________________________________________
 JV4028  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JV4028
 JV4028  VERT ORDER  -  THIRD
 JV4028
 JV4028.The horizontal coordinates were scaled from a topographic map and have
 JV4028.an estimated accuracy of +/- 6 seconds.
 JV4028
 JV4028.The orthometric height was computed from unverified reset data.
 JV4028.No vertical observational check was made to the station.
 JV4028
 JV4028.The geoid height was determined by GEOID03.
 JV4028
 JV4028;                    North         East    Units  Estimated Accuracy
 JV4028;SPC WV N     -    84,220.      748,390.      MT  (+/- 180 meters Scaled)
 JV4028
 JV4028                          SUPERSEDED SURVEY CONTROL
 JV4028
 JV4028  NGVD 29 (??/??/??)  180.86   (m)          593.4    (f) RESET       3  
 JV4028
 JV4028.Superseded values are not recommended for survey control.
 JV4028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4028.See file dsdata.txt to determine how the superseded data were derived.
 JV4028
 JV4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ600477(NAD 83)
 JV4028_MARKER: DB = BENCH MARK DISK
 JV4028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV4028_SP_SET: HEADWALL
 JV4028_STAMPING: B 78 RESET 1978
 JV4028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV4028
 JV4028  HISTORY     - Date     Condition        Report By
 JV4028  HISTORY     - 1978     MONUMENTED       NGS
 JV4028
 JV4028                          STATION DESCRIPTION
 JV4028
 JV4028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 JV4028'6.1 MI SE FROM CHARLES TOWN.
 JV4028'ABOUT 6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST
 JV4028'OFFICE AT CHARLES TOWN, JEFFERSON COUNTY, ABOUT 69.2 FEET SOUTHEAST
 JV4028'OF THE SOUTHEAST CORNER OF A RED BARN, AT A 30 FOOT CULVERT IN THE
 JV4028'CENTER OF A HEADWALL AND 22 FEET SOUTH OF THE CENTER OF A PRIVATE
 JV4028'ROAD LEADING EAST TO THE SOUTH SIDE OF A HOUSE.  A STANDARD DISK
 JV4028'SET IN THE CENTER OF A HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0115 ***********************************************************************
 JX0115  DESIGNATION -  B 79
 JX0115  PID         -  JX0115
 JX0115  STATE/COUNTY-  WV/TAYLOR
 JX0115  USGS QUAD   -  GRAFTON (1976)
 JX0115
 JX0115                         *CURRENT SURVEY CONTROL
 JX0115  ___________________________________________________________________
 JX0115* NAD 83(1986)-  39 17 01.     (N)    080 03 01.     (W)     SCALED    
 JX0115* NAVD 88     -       318.793  (meters)    1045.91   (feet)  ADJUSTED  
 JX0115  ___________________________________________________________________
 JX0115  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JX0115  DYNAMIC HT  -         318.593 (meters)    1045.25  (feet)  COMP
 JX0115  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 JX0115
 JX0115  VERT ORDER  -  FIRST     CLASS II
 JX0115
 JX0115.The horizontal coordinates were scaled from a topographic map and have
 JX0115.an estimated accuracy of +/- 6 seconds.
 JX0115
 JX0115.The orthometric height was determined by differential leveling
 JX0115.and adjusted by the National Geodetic Survey in June 1991..
 JX0115
 JX0115.The geoid height was determined by GEOID03.
 JX0115
 JX0115.The dynamic height is computed by dividing the NAVD 88
 JX0115.geopotential number by the normal gravity value computed on the
 JX0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0115.degrees latitude (g = 980.6199 gals.).
 JX0115
 JX0115.The modeled gravity was interpolated from observed gravity values.
 JX0115
 JX0115;                    North         East    Units  Estimated Accuracy
 JX0115;SPC WV N     -    87,140.      552,530.      MT  (+/- 180 meters Scaled)
 JX0115
 JX0115                          SUPERSEDED SURVEY CONTROL
 JX0115
 JX0115  NGVD 29 (??/??/92)  318.980  (m)         1046.52   (f) ADJ UNCH    1 2
 JX0115
 JX0115.Superseded values are not recommended for survey control.
 JX0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0115.See file dsdata.txt to determine how the superseded data were derived.
 JX0115
 JX0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND819486(NAD 83)
 JX0115_MARKER: DB = BENCH MARK DISK
 JX0115_SETTING: 66 = SET IN ROCK OUTCROP
 JX0115_SP_SET: OUTCROP
 JX0115_STAMPING: B 79 1943
 JX0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0115+STABILITY: POSITION/ELEVATION WELL
 JX0115
 JX0115  HISTORY     - Date     Condition        Report By
 JX0115  HISTORY     - 1943     MONUMENTED       CGS
 JX0115  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0115
 JX0115                          STATION DESCRIPTION
 JX0115
 JX0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0115'4.8 MI SW FROM GRAFTON.
 JX0115'4.8 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0115'THE STATION AT GRAFTON, TAYLOR COUNTY, 3 POLES NORTHEAST OF
 JX0115'POLE 284+30, AT THE SOUTHWEST END OF A CUT, IN THE TOP OF A
 JX0115'ROCK OUTCROP, 21 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHWEST
 JX0115'TRACK, AND 3 FEET HIGHER THAN THE TRACK.
 JX0115
 JX0115                          STATION RECOVERY (1983)
 JX0115
 JX0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0115'NOT RECOVERED, THE DESCRIPTION IS INADEQUATE, A THOROUGH SEARCH WAS
 JX0115'MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1675 ***********************************************************************
 HX1675  DESIGNATION -  B 8
 HX1675  PID         -  HX1675
 HX1675  STATE/COUNTY-  WV/ROANE
 HX1675  USGS QUAD   -  SPENCER (1986)
 HX1675
 HX1675                         *CURRENT SURVEY CONTROL
 HX1675  ___________________________________________________________________
 HX1675* NAD 83(1986)-  38 47 30.     (N)    081 18 11.     (W)     SCALED    
 HX1675* NAVD 88     -       304.398  (meters)     998.68   (feet)  ADJUSTED  
 HX1675  ___________________________________________________________________
 HX1675  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HX1675  DYNAMIC HT  -         304.197 (meters)     998.02  (feet)  COMP
 HX1675  MODELED GRAV-     979,960.4   (mgal)                       NAVD 88
 HX1675
 HX1675  VERT ORDER  -  SECOND    CLASS 0
 HX1675
 HX1675.The horizontal coordinates were scaled from a topographic map and have
 HX1675.an estimated accuracy of +/- 6 seconds.
 HX1675
 HX1675.The orthometric height was determined by differential leveling
 HX1675.and adjusted by the National Geodetic Survey in June 1991..
 HX1675
 HX1675.The geoid height was determined by GEOID03.
 HX1675
 HX1675.The dynamic height is computed by dividing the NAVD 88
 HX1675.geopotential number by the normal gravity value computed on the
 HX1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1675.degrees latitude (g = 980.6199 gals.).
 HX1675
 HX1675.The modeled gravity was interpolated from observed gravity values.
 HX1675
 HX1675;                    North         East    Units  Estimated Accuracy
 HX1675;SPC WV S     -   198,900.      573,670.      MT  (+/- 180 meters Scaled)
 HX1675
 HX1675                          SUPERSEDED SURVEY CONTROL
 HX1675
 HX1675  NGVD 29 (??/??/92)  304.566  (m)          999.23   (f) ADJ UNCH    2 0
 HX1675
 HX1675.Superseded values are not recommended for survey control.
 HX1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1675.See file dsdata.txt to determine how the superseded data were derived.
 HX1675
 HX1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC736937(NAD 83)
 HX1675_MARKER: DB = BENCH MARK DISK
 HX1675_SETTING: 66 = SET IN ROCK OUTCROP
 HX1675_SP_SET: ROCK LEDGE
 HX1675_STAMPING: B 8 1933
 HX1675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1675+STABILITY: POSITION/ELEVATION WELL
 HX1675
 HX1675  HISTORY     - Date     Condition        Report By
 HX1675  HISTORY     - 1933     MONUMENTED       CGS
 HX1675  HISTORY     - 1956     MARK NOT FOUND   NGS
 HX1675
 HX1675                          STATION DESCRIPTION
 HX1675
 HX1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1675'2.9 MI E FROM SPENCER.
 HX1675'2.9 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE COURTHOUSE AT
 HX1675'SPENCER, 220 YARDS EAST OF THE SUMMIT OF A HILL, 27 YARDS WEST
 HX1675'OF THE EAST END OF A CUT, 8 YARDS SOUTH OF THE CENTERLINE OF
 HX1675'THE HIGHWAY, IN THE TOP OF A ROCK LEDGE AT THE BASE OF THE ROCK
 HX1675'CUT, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED B 8
 HX1675'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0261 ***********************************************************************
 JX0261  CBN         -  This is a Cooperative Base Network Control Station.
 JX0261  DESIGNATION -  B 81
 JX0261  PID         -  JX0261
 JX0261  STATE/COUNTY-  WV/DODDRIDGE
 JX0261  USGS QUAD   -  SMITHBURG (1976)
 JX0261
 JX0261                         *CURRENT SURVEY CONTROL
 JX0261  ___________________________________________________________________
 JX0261* NAD 83(1995)-  39 17 22.69775(N)    080 44 05.95152(W)     ADJUSTED  
 JX0261* NAVD 88     -       242.690  (meters)     796.23   (feet)  ADJUSTED  
 JX0261  ___________________________________________________________________
 JX0261  X           -     795,859.550 (meters)                     COMP
 JX0261  Y           -  -4,878,702.759 (meters)                     COMP
 JX0261  Z           -   4,017,387.701 (meters)                     COMP
 JX0261  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 JX0261  ELLIP HEIGHT-         209.56  (meters)          (04/23/01) GPS OBS
 JX0261  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JX0261  DYNAMIC HT  -         242.541 (meters)     795.74  (feet)  COMP
 JX0261  MODELED GRAV-     980,008.9   (mgal)                       NAVD 88
 JX0261
 JX0261  HORZ ORDER  -  A
 JX0261  VERT ORDER  -  FIRST     CLASS II
 JX0261  ELLP ORDER  -  FOURTH    CLASS I
 JX0261
 JX0261.The horizontal coordinates were established by GPS observations
 JX0261.and adjusted by the National Geodetic Survey in April 2001..
 JX0261
 JX0261.The orthometric height was determined by differential leveling
 JX0261.and adjusted by the National Geodetic Survey in June 1991..
 JX0261.WARNING-Repeat measurements at this control monument indicate possible
 JX0261.vertical movement.
 JX0261
 JX0261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX0261
 JX0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX0261
 JX0261.The ellipsoidal height was determined by GPS observations
 JX0261.and is referenced to NAD 83.
 JX0261
 JX0261.The geoid height was determined by GEOID03.
 JX0261
 JX0261.The dynamic height is computed by dividing the NAVD 88
 JX0261.geopotential number by the normal gravity value computed on the
 JX0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0261.degrees latitude (g = 980.6199 gals.).
 JX0261
 JX0261.The modeled gravity was interpolated from observed gravity values.
 JX0261
 JX0261;                    North         East     Units Scale Factor Converg.
 JX0261;SPC WV N     -    88,395.354   493,462.937   MT  0.99995787   -0 47 15.5
 JX0261;UTM  17      - 4,348,952.323   522,854.145   MT  0.99960643   +0 10 04.1
 JX0261
 JX0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX0261!SPC WV N     -   0.99996712  x   0.99995787  =   0.99992499
 JX0261!UTM  17      -   0.99996712  x   0.99960643  =   0.99957357
 JX0261
 JX0261                          SUPERSEDED SURVEY CONTROL
 JX0261
 JX0261  NAVD 88 (04/23/01)  242.69   (m)          796.2    (f) LEVELING    3  
 JX0261  NGVD 29 (??/??/92)  242.891  (m)          796.88   (f) ADJ UNCH    1 2
 JX0261
 JX0261.Superseded values are not recommended for survey control.
 JX0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0261.See file dsdata.txt to determine how the superseded data were derived.
 JX0261
 JX0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2285448952(NAD 83)
 JX0261_MARKER: DB = BENCH MARK DISK
 JX0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0261_SP_SET: PLATFORM
 JX0261_STAMPING: B 81 1943
 JX0261_MARK LOGO: CGS   
 JX0261_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX0261+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 JX0261
 JX0261  HISTORY     - Date     Condition        Report By
 JX0261  HISTORY     - 1943     MONUMENTED       CGS
 JX0261  HISTORY     - 1983     GOOD             NGS
 JX0261  HISTORY     - 20000331 GOOD             WVALS
 JX0261  HISTORY     - 20040831 GOOD             JCLS
 JX0261
 JX0261                          STATION DESCRIPTION
 JX0261
 JX0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0261'AT SMITHBURG.
 JX0261'AT SMITHBURG, DODDRIDGE COUNTY, AT THE BALTIMORE AND OHIO RAILROAD
 JX0261'STATION, 33 FEET EAST OF THE NORTHEAST CORNER, 15 FEET SOUTH OF
 JX0261'THE CENTERLINE OF THE MAIN TRACK, IN THE WEST END OF THE CONCRETE
 JX0261'PLATFORM, AND LEVEL WITH THE TRACK.  A STANDARD DISK.
 JX0261
 JX0261                          STATION RECOVERY (1983)
 JX0261
 JX0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0261'RECOVERED IN GOOD CONDITION.
 JX0261
 JX0261                          STATION RECOVERY (2000)
 JX0261
 JX0261'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (SPR)
 JX0261'THE STATION IS LOCATED ABOUT 34 KM (21.2 MI) WEST OF CLARKSBURG, 3.6
 JX0261'KM (2.25 MI) EAST OF WEST UNION, 1.2 KM (0.75 MI) SOUTHEAST OF
 JX0261'AVONDALE AND IN SMITHBURG.
 JX0261'
 JX0261'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JX0261'COUNTY ROUTE 50/22, GO SOUTHWEST ON ROUTE 50/22 FOR 0.25 KM (0.15
 JX0261'MI) TO THE JUNCTION WITH COUNTY ROUTE 50/30.  TURN RIGHT ON ROUTE
 JX0261'50/30 AND GO NORTHWEST FOR 0.25 KM (0.15 MI) TO THE HIGHWAY 50
 JX0261'OVERPASS.  CONTINUE AHEAD FOR 0.6 KM (0.4 MI) TO AN OLD RAILROAD
 JX0261'DEPOT AND THE STATION ON THE LEFT.
 JX0261'
 JX0261'THE STATION IS 9.75 M (32 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST
 JX0261'CORNER OF THE DEPOT BUILDING, 4.25 M SOUTHEAST OF A MEMORIAL
 JX0261'PLAQUE FOR THE FLOOD VICTIMS OF JUNE 1950 AND 0.3 M (1.0 FT)
 JX0261'SOUTHEAST OF THE NORTHWEST CORNER OF A SIDEWALK RAMP TO THE
 JX0261'DEPOT.  THE DISK IS SET FLUSH IN THE RAMP AND ON THE SAME LEVEL AS
 JX0261'THE RAIL TRAIL (OLD RAILROAD GRADE).
 JX0261
 JX0261                          STATION RECOVERY (2004)
 JX0261
 JX0261'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (FJO)
 JX0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0931 ***********************************************************************
 JX0931  DESIGNATION -  B 82
 JX0931  PID         -  JX0931
 JX0931  STATE/COUNTY-  WV/RITCHIE
 JX0931  USGS QUAD   -  ELLENBORO (1975)
 JX0931
 JX0931                         *CURRENT SURVEY CONTROL
 JX0931  ___________________________________________________________________
 JX0931* NAD 83(1986)-  39 15 37.     (N)    081 03 13.     (W)     SCALED    
 JX0931* NAVD 88     -       251.136  (meters)     823.94   (feet)  ADJUSTED  
 JX0931  ___________________________________________________________________
 JX0931  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JX0931  DYNAMIC HT  -         250.979 (meters)     823.42  (feet)  COMP
 JX0931  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 JX0931
 JX0931  VERT ORDER  -  FIRST     CLASS II
 JX0931
 JX0931.The horizontal coordinates were scaled from a topographic map and have
 JX0931.an estimated accuracy of +/- 6 seconds.
 JX0931
 JX0931.The orthometric height was determined by differential leveling
 JX0931.and adjusted by the National Geodetic Survey in June 1991..
 JX0931
 JX0931.The geoid height was determined by GEOID03.
 JX0931
 JX0931.The dynamic height is computed by dividing the NAVD 88
 JX0931.geopotential number by the normal gravity value computed on the
 JX0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0931.degrees latitude (g = 980.6199 gals.).
 JX0931
 JX0931.The modeled gravity was interpolated from observed gravity values.
 JX0931
 JX0931;                    North         East    Units  Estimated Accuracy
 JX0931;SPC WV N     -    85,560.      465,920.      MT  (+/- 180 meters Scaled)
 JX0931
 JX0931                          SUPERSEDED SURVEY CONTROL
 JX0931
 JX0931  NGVD 29 (??/??/92)  251.311  (m)          824.51   (f) ADJ UNCH    1 2
 JX0931
 JX0931.Superseded values are not recommended for survey control.
 JX0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0931.See file dsdata.txt to determine how the superseded data were derived.
 JX0931
 JX0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD953456(NAD 83)
 JX0931_MARKER: DB = BENCH MARK DISK
 JX0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0931_SP_SET: CULVERT
 JX0931_STAMPING: B 82 1943
 JX0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0931
 JX0931  HISTORY     - Date     Condition        Report By
 JX0931  HISTORY     - 1943     MONUMENTED       CGS
 JX0931  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0931
 JX0931                          STATION DESCRIPTION
 JX0931
 JX0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0931'AT ELLENBORO.
 JX0931'AT ELLENBORO, RITCHIE COUNTY, 0.45 MILE SOUTHEAST ALONG STATE
 JX0931'HIGHWAY 16 FROM THE INTERSECTION OF U.S. HIGHWAY 50, AT A
 JX0931'CONCRETE CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST
 JX0931'HEADWALL, 12.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 JX0931'LEVEL WITH THE HIGHWAY.  A STANDARD DISK.
 JX0931
 JX0931                          STATION RECOVERY (1983)
 JX0931
 JX0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0931'NOT RECOVERED, THE HIGHWAY DEPARTMENT REPORTED THAT THEY HAD THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0967 ***********************************************************************
 JX0967  DESIGNATION -  B 83
 JX0967  PID         -  JX0967
 JX0967  STATE/COUNTY-  WV/WOOD
 JX0967  USGS QUAD   -  PETROLEUM (1987)
 JX0967
 JX0967                         *CURRENT SURVEY CONTROL
 JX0967  ___________________________________________________________________
 JX0967* NAD 83(1986)-  39 11 55.     (N)    081 20 10.     (W)     SCALED    
 JX0967* NAVD 88     -       222.680  (meters)     730.58   (feet)  ADJUSTED  
 JX0967  ___________________________________________________________________
 JX0967  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JX0967  DYNAMIC HT  -         222.542 (meters)     730.12  (feet)  COMP
 JX0967  MODELED GRAV-     980,002.1   (mgal)                       NAVD 88
 JX0967
 JX0967  VERT ORDER  -  FIRST     CLASS II
 JX0967
 JX0967.The horizontal coordinates were scaled from a topographic map and have
 JX0967.an estimated accuracy of +/- 6 seconds.
 JX0967
 JX0967.The orthometric height was determined by differential leveling
 JX0967.and adjusted by the National Geodetic Survey in June 1991..
 JX0967
 JX0967.The geoid height was determined by GEOID03.
 JX0967
 JX0967.The dynamic height is computed by dividing the NAVD 88
 JX0967.geopotential number by the normal gravity value computed on the
 JX0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0967.degrees latitude (g = 980.6199 gals.).
 JX0967
 JX0967.The modeled gravity was interpolated from observed gravity values.
 JX0967
 JX0967;                    North         East    Units  Estimated Accuracy
 JX0967;SPC WV N     -    79,180.      441,410.      MT  (+/- 180 meters Scaled)
 JX0967
 JX0967                          SUPERSEDED SURVEY CONTROL
 JX0967
 JX0967  NGVD 29 (??/??/92)  222.860  (m)          731.17   (f) ADJ UNCH    1 2
 JX0967
 JX0967.Superseded values are not recommended for survey control.
 JX0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0967.See file dsdata.txt to determine how the superseded data were derived.
 JX0967
 JX0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD709388(NAD 83)
 JX0967_MARKER: DB = BENCH MARK DISK
 JX0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0967_SP_SET: SIGNAL BASE
 JX0967_STAMPING: B 83 1943
 JX0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0967
 JX0967  HISTORY     - Date     Condition        Report By
 JX0967  HISTORY     - 1943     MONUMENTED       CGS
 JX0967
 JX0967                          STATION DESCRIPTION
 JX0967
 JX0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0967'3 MI NE FROM WALKER.
 JX0967'3.0 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0967'THE STATION AT WALKER, WOOD COUNTY, 3 POLES WEST OF MILEPOST
 JX0967'P 18-B 366, AT SIGNAL E 366-04, IN THE TOP OF THE SOUTHEAST
 JX0967'CORNER OF THE CONCRETE BASE, 10.5 FEET SOUTH OF THE CENTERLINE
 JX0967'OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 JX0967'STAMPED B 83 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2622 ***********************************************************************
 HX2622  DESIGNATION -  B 84
 HX2622  PID         -  HX2622
 HX2622  STATE/COUNTY-  WV/JACKSON
 HX2622  USGS QUAD   -  RAVENSWOOD (1994)
 HX2622
 HX2622                         *CURRENT SURVEY CONTROL
 HX2622  ___________________________________________________________________
 HX2622* NAD 83(1986)-  38 56 32.     (N)    081 49 24.     (W)     SCALED    
 HX2622* NAVD 88     -       178.454  (meters)     585.48   (feet)  ADJUSTED  
 HX2622  ___________________________________________________________________
 HX2622  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 HX2622  DYNAMIC HT  -         178.340 (meters)     585.10  (feet)  COMP
 HX2622  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 HX2622
 HX2622  VERT ORDER  -  FIRST     CLASS II
 HX2622
 HX2622.The horizontal coordinates were scaled from a topographic map and have
 HX2622.an estimated accuracy of +/- 6 seconds.
 HX2622
 HX2622.The orthometric height was determined by differential leveling
 HX2622.and adjusted by the National Geodetic Survey in June 1991..
 HX2622
 HX2622.The geoid height was determined by GEOID03.
 HX2622
 HX2622.The dynamic height is computed by dividing the NAVD 88
 HX2622.geopotential number by the normal gravity value computed on the
 HX2622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2622.degrees latitude (g = 980.6199 gals.).
 HX2622
 HX2622.The modeled gravity was interpolated from observed gravity values.
 HX2622
 HX2622;                    North         East    Units  Estimated Accuracy
 HX2622;SPC WV S     -   215,890.      528,620.      MT  (+/- 180 meters Scaled)
 HX2622
 HX2622                          SUPERSEDED SURVEY CONTROL
 HX2622
 HX2622  NGVD 29 (??/??/92)  178.63   (m)          586.1    (f) COMPUTED    1 2
 HX2622
 HX2622.Superseded values are not recommended for survey control.
 HX2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2622.See file dsdata.txt to determine how the superseded data were derived.
 HX2622
 HX2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD286106(NAD 83)
 HX2622_MARKER: DB = BENCH MARK DISK
 HX2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2622_STAMPING: B 84 1943
 HX2622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2622+STABILITY: SURFACE MOTION
 HX2622
 HX2622  HISTORY     - Date     Condition        Report By
 HX2622  HISTORY     - 1943     MONUMENTED       CGS
 HX2622  HISTORY     - 1958     MARK NOT FOUND   NGS
 HX2622
 HX2622                          STATION DESCRIPTION
 HX2622
 HX2622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2622'1 MI NE FROM WILLOW GROVE.
 HX2622'1.0 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2622'WILLOW GRAVE, 0.1 MILE WEST OF A PRIVATE ROAD CROSSING, 4.2
 HX2622'FEET WEST OF THE SECOND POLE WEST OF POLE 134+10, 16.3 FEET
 HX2622'NORTH OF THE CENTERLINE OF THE TRACK, 2.2 FEET EAST OF A WHITE
 HX2622'WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 HX2622'A STANDARD DISK, STAMPED B 84 1943 AND SET IN THE TOP OF A
 HX2622'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.  NOTE-- POLE
 HX2622'NUMBERS HAVE BEEN CHANGED.  THIS MARK SHOULD NOW BE AT ABOUT
 HX2622'POLE 134-19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0418 ***********************************************************************
 HY0418  DESIGNATION -  B 85
 HY0418  PID         -  HY0418
 HY0418  STATE/COUNTY-  WV/MASON
 HY0418  USGS QUAD   -  ADDISON (1989)
 HY0418
 HY0418                         *CURRENT SURVEY CONTROL
 HY0418  ___________________________________________________________________
 HY0418* NAD 83(1986)-  38 54 07.     (N)    082 07 42.     (W)     SCALED    
 HY0418* NAVD 88     -       176.575  (meters)     579.31   (feet)  ADJUSTED  
 HY0418  ___________________________________________________________________
 HY0418  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HY0418  DYNAMIC HT  -         176.464 (meters)     578.95  (feet)  COMP
 HY0418  MODELED GRAV-     979,994.6   (mgal)                       NAVD 88
 HY0418
 HY0418  VERT ORDER  -  FIRST     CLASS II
 HY0418
 HY0418.The horizontal coordinates were scaled from a topographic map and have
 HY0418.an estimated accuracy of +/- 6 seconds.
 HY0418
 HY0418.The orthometric height was determined by differential leveling
 HY0418.and adjusted by the National Geodetic Survey in June 1991..
 HY0418
 HY0418.The geoid height was determined by GEOID03.
 HY0418
 HY0418.The dynamic height is computed by dividing the NAVD 88
 HY0418.geopotential number by the normal gravity value computed on the
 HY0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0418.degrees latitude (g = 980.6199 gals.).
 HY0418
 HY0418.The modeled gravity was interpolated from observed gravity values.
 HY0418
 HY0418;                    North         East    Units  Estimated Accuracy
 HY0418;SPC WV S     -   211,700.      502,120.      MT  (+/- 180 meters Scaled)
 HY0418
 HY0418                          SUPERSEDED SURVEY CONTROL
 HY0418
 HY0418  NGVD 29 (??/??/92)  176.767  (m)          579.94   (f) ADJ UNCH    1 2
 HY0418
 HY0418.Superseded values are not recommended for survey control.
 HY0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0418.See file dsdata.txt to determine how the superseded data were derived.
 HY0418
 HY0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD021065(NAD 83)
 HY0418_MARKER: DD = SURVEY DISK
 HY0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0418_STAMPING: B 85 1943
 HY0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0418+STABILITY: SURFACE MOTION
 HY0418
 HY0418  HISTORY     - Date     Condition        Report By
 HY0418  HISTORY     - 1943     MONUMENTED       BLM
 HY0418  HISTORY     - 1943     GOOD             NGS
 HY0418
 HY0418                          STATION DESCRIPTION
 HY0418
 HY0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HY0418'0.6 MI SW FROM YORK.
 HY0418'0.6 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0418'THE STATION AT YORK, MASON COUNTY, 1-1/2 POLES SOUTHWEST OF
 HY0418'POLE 168+10, AT THE CROSSING OF A GRAVEL ROAD LEADING TO LOCK
 HY0418'25, 30.7 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 10.4
 HY0418'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 9.8 FEET NORTHWEST
 HY0418'OF A GUY-BRACED POWER POLE, 8.8 FEET SOUTHWEST OF A FENCE CORNER,
 HY0418'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 6
 HY0418'FEET ABOVE THE LEVEL OF THE TRACK.  A UNITED STATES LOCK
 HY0418'RESERVATION SURVEY STANDARD DISK, STAMPED B 85 1943 AND SET
 HY0418'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1594 ***********************************************************************
 GX1594  DESIGNATION -  B 86
 GX1594  PID         -  GX1594
 GX1594  STATE/COUNTY-  WV/MCDOWELL
 GX1594  USGS QUAD   -  PANTHER (1977)
 GX1594
 GX1594                         *CURRENT SURVEY CONTROL
 GX1594  ___________________________________________________________________
 GX1594* NAD 83(1986)-  37 29 44.     (N)    081 54 46.     (W)     SCALED    
 GX1594* NAVD 88     -       287.001  (meters)     941.60   (feet)  ADJUSTED  
 GX1594  ___________________________________________________________________
 GX1594  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX1594  DYNAMIC HT  -         286.775 (meters)     940.86  (feet)  COMP
 GX1594  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 GX1594
 GX1594  VERT ORDER  -  SECOND    CLASS 0
 GX1594
 GX1594.The horizontal coordinates were scaled from a topographic map and have
 GX1594.an estimated accuracy of +/- 6 seconds.
 GX1594
 GX1594.The orthometric height was determined by differential leveling
 GX1594.and adjusted by the National Geodetic Survey in June 1991..
 GX1594
 GX1594.The geoid height was determined by GEOID03.
 GX1594
 GX1594.The dynamic height is computed by dividing the NAVD 88
 GX1594.geopotential number by the normal gravity value computed on the
 GX1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1594.degrees latitude (g = 980.6199 gals.).
 GX1594
 GX1594.The modeled gravity was interpolated from observed gravity values.
 GX1594
 GX1594;                    North         East    Units  Estimated Accuracy
 GX1594;SPC WV S     -    55,400.      519,280.      MT  (+/- 180 meters Scaled)
 GX1594
 GX1594                          SUPERSEDED SURVEY CONTROL
 GX1594
 GX1594  NGVD 29 (??/??/92)  287.208  (m)          942.28   (f) ADJ UNCH    2 0
 GX1594
 GX1594.Superseded values are not recommended for survey control.
 GX1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1594.See file dsdata.txt to determine how the superseded data were derived.
 GX1594
 GX1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB193502(NAD 83)
 GX1594_MARKER: DB = BENCH MARK DISK
 GX1594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1594_SP_SET: DRILL HOLE
 GX1594_STAMPING: B 86 1952 942.282
 GX1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1594
 GX1594  HISTORY     - Date     Condition        Report By
 GX1594  HISTORY     - 1952     MONUMENTED       CGS
 GX1594  HISTORY     - 1956     GOOD             NGS
 GX1594  HISTORY     - 1963     GOOD             USGS
 GX1594
 GX1594                          STATION DESCRIPTION
 GX1594
 GX1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GX1594'1.2 MI NW FROM PANTHER.
 GX1594'1.25 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILROAD FROM
 GX1594'THE STATION AT PANTHER, 0.25 MILE SOUTH OF MILE POST 431, SET
 GX1594'VERTICALLY IN FACE OF A SANDSTONE LEDGE, 10.8 FEET EAST OF EAST
 GX1594'RAIL OF NORTH BOUND TRACK, 172 FEET NORTH OF SIGNAL NO. 430.7,
 GX1594'76 FEET NORTH OF NORTH END OF EAST CONCRETE HEAD WALL OF A
 GX1594'30-INCH PIPE CULVERT, ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 GX1594
 GX1594                          STATION RECOVERY (1963)
 GX1594
 GX1594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GX1594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1096 ***********************************************************************
 GX1096  DESIGNATION -  B 87
 GX1096  PID         -  GX1096
 GX1096  STATE/COUNTY-  WV/RALEIGH
 GX1096  USGS QUAD   -  PRINCE (1989)
 GX1096
 GX1096                         *CURRENT SURVEY CONTROL
 GX1096  ___________________________________________________________________
 GX1096* NAD 83(1986)-  37 46 10.     (N)    081 07 20.     (W)     SCALED    
 GX1096* NAVD 88     -       767.716  (meters)    2518.75   (feet)  ADJUSTED  
 GX1096  ___________________________________________________________________
 GX1096  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1096  DYNAMIC HT  -         767.069 (meters)    2516.63  (feet)  COMP
 GX1096  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 GX1096
 GX1096  VERT ORDER  -  SECOND    CLASS 0
 GX1096
 GX1096.The horizontal coordinates were scaled from a topographic map and have
 GX1096.an estimated accuracy of +/- 6 seconds.
 GX1096
 GX1096.The orthometric height was determined by differential leveling
 GX1096.and adjusted by the National Geodetic Survey in June 1991..
 GX1096
 GX1096.The geoid height was determined by GEOID03.
 GX1096
 GX1096.The dynamic height is computed by dividing the NAVD 88
 GX1096.geopotential number by the normal gravity value computed on the
 GX1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1096.degrees latitude (g = 980.6199 gals.).
 GX1096
 GX1096.The modeled gravity was interpolated from observed gravity values.
 GX1096
 GX1096;                    North         East    Units  Estimated Accuracy
 GX1096;SPC WV S     -    85,410.      589,230.      MT  (+/- 180 meters Scaled)
 GX1096
 GX1096                          SUPERSEDED SURVEY CONTROL
 GX1096
 GX1096  NGVD 29 (??/??/92)  767.858  (m)         2519.21   (f) ADJ UNCH    2 0
 GX1096
 GX1096.Superseded values are not recommended for survey control.
 GX1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1096.See file dsdata.txt to determine how the superseded data were derived.
 GX1096
 GX1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB892802(NAD 83)
 GX1096_MARKER: DB = BENCH MARK DISK
 GX1096_SETTING: 66 = SET IN ROCK OUTCROP
 GX1096_SP_SET: ROCK
 GX1096_STAMPING: B 87 1960
 GX1096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1096+STABILITY: POSITION/ELEVATION WELL
 GX1096
 GX1096  HISTORY     - Date     Condition        Report By
 GX1096  HISTORY     - 1960     MONUMENTED       CGS
 GX1096  HISTORY     - 1965     GOOD             NGS
 GX1096  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 GX1096
 GX1096                          STATION DESCRIPTION
 GX1096
 GX1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1096'2.4 MI N FROM BEAVER.
 GX1096'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM SHADY SPRING
 GX1096'HIGH SCHOOL AT BEAVER, THENCE ABOUT 1.8 MILES NORTH-NORTHEAST
 GX1096'ALONG A BLACK TOP ROAD LEADING TO RALEIGH COUNTY MEMORIAL
 GX1096'AIRPORT, 22 FEET EAST-NORTHEAST OF THE CENTER LINE OF ROAD,
 GX1096'62 1/2 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF MAIN PART
 GX1096'OF CONCRETE BLOCK CLIFFTOP MISSIONARY BAPTIST CHURCH BUILDING,
 GX1096'67 1/2 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST END OF BOTTOM
 GX1096'STEP OF SET OF FIVE CONCRETE STEPS WITH IRON PIPE RAIL AND LEADING
 GX1096'TO CHURCH ENTRANCE, IN TOP OF A SLANTING ROCK PROJECTING
 GX1096'TOWARDS THE ROAD FROM UNDER A LARGE FLAT ROCK OUTCROP, AND ABOUT
 GX1096'LEVEL WITH THE ROAD.
 GX1096
 GX1096                          STATION RECOVERY (1965)
 GX1096
 GX1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX1096'RECOVERED IN GOOD CONDITION.
 GX1096
 GX1096                          STATION RECOVERY (1980)
 GX1096
 GX1096'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 GX1096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0312 ***********************************************************************
 JX0312  DESIGNATION -  B 9
 JX0312  PID         -  JX0312
 JX0312  STATE/COUNTY-  WV/LEWIS
 JX0312  USGS QUAD   -  VADIS (1976)
 JX0312
 JX0312                         *CURRENT SURVEY CONTROL
 JX0312  ___________________________________________________________________
 JX0312* NAD 83(1986)-  39 01 56.     (N)    080 38 24.     (W)     SCALED    
 JX0312* NAVD 88     -       262.196  (meters)     860.22   (feet)  ADJUSTED  
 JX0312  ___________________________________________________________________
 JX0312  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JX0312  DYNAMIC HT  -         262.029 (meters)     859.67  (feet)  COMP
 JX0312  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 JX0312
 JX0312  VERT ORDER  -  SECOND    CLASS 0
 JX0312
 JX0312.The horizontal coordinates were scaled from a topographic map and have
 JX0312.an estimated accuracy of +/- 6 seconds.
 JX0312
 JX0312.The orthometric height was determined by differential leveling
 JX0312.and adjusted by the National Geodetic Survey in June 1991..
 JX0312
 JX0312.The geoid height was determined by GEOID03.
 JX0312
 JX0312.The dynamic height is computed by dividing the NAVD 88
 JX0312.geopotential number by the normal gravity value computed on the
 JX0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0312.degrees latitude (g = 980.6199 gals.).
 JX0312
 JX0312.The modeled gravity was interpolated from observed gravity values.
 JX0312
 JX0312;                    North         East    Units  Estimated Accuracy
 JX0312;SPC WV S     -   225,630.      631,170.      MT  (+/- 180 meters Scaled)
 JX0312
 JX0312                          SUPERSEDED SURVEY CONTROL
 JX0312
 JX0312  NGVD 29 (??/??/92)  262.360  (m)          860.76   (f) ADJ UNCH    2 0
 JX0312
 JX0312.Superseded values are not recommended for survey control.
 JX0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0312.See file dsdata.txt to determine how the superseded data were derived.
 JX0312
 JX0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND311204(NAD 83)
 JX0312_MARKER: DB = BENCH MARK DISK
 JX0312_SETTING: 66 = SET IN ROCK OUTCROP
 JX0312_SP_SET: BOULDER
 JX0312_STAMPING: B 9 1933
 JX0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0312+STABILITY: POSITION/ELEVATION WELL
 JX0312
 JX0312  HISTORY     - Date     Condition        Report By
 JX0312  HISTORY     - 1933     MONUMENTED       CGS
 JX0312
 JX0312                          STATION DESCRIPTION
 JX0312
 JX0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0312'5.4 MI SW FROM CAMDEN.
 JX0312'5.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 33 FROM CAMDEN, LEWIS
 JX0312'COUNTY, 180 YARDS WEST OF THE WALTER AMENS RESIDENCE, 8 YARDS
 JX0312'EAST OF A TWIN OAK TREE, 10 YARDS SOUTH OF THE CENTERLINE OF THE
 JX0312'HIGHWAY, IN THE TOP OF A LARGE BOULDER, AND 2 FEET HIGHER THAN
 JX0312'THE HIGHWAY.  A STANDARD DISK, STAMPED B 9 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0986 ***********************************************************************
 JX0986  DESIGNATION -  B 91
 JX0986  PID         -  JX0986
 JX0986  STATE/COUNTY-  WV/WOOD
 JX0986  USGS QUAD   -  KANAWHA (1989)
 JX0986
 JX0986                         *CURRENT SURVEY CONTROL
 JX0986  ___________________________________________________________________
 JX0986* NAD 83(1986)-  39 10 01.     (N)    081 29 05.     (W)     SCALED    
 JX0986* NAVD 88     -       208.821  (meters)     685.11   (feet)  ADJUSTED  
 JX0986  ___________________________________________________________________
 JX0986  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JX0986  DYNAMIC HT  -         208.691 (meters)     684.68  (feet)  COMP
 JX0986  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 JX0986
 JX0986  VERT ORDER  -  SECOND    CLASS 0
 JX0986
 JX0986.The horizontal coordinates were scaled from a topographic map and have
 JX0986.an estimated accuracy of +/- 6 seconds.
 JX0986
 JX0986.The orthometric height was determined by differential leveling
 JX0986.and adjusted by the National Geodetic Survey in June 1991..
 JX0986
 JX0986.The geoid height was determined by GEOID03.
 JX0986
 JX0986.The dynamic height is computed by dividing the NAVD 88
 JX0986.geopotential number by the normal gravity value computed on the
 JX0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0986.degrees latitude (g = 980.6199 gals.).
 JX0986
 JX0986.The modeled gravity was interpolated from observed gravity values.
 JX0986
 JX0986;                    North         East    Units  Estimated Accuracy
 JX0986;SPC WV N     -    75,940.      428,490.      MT  (+/- 180 meters Scaled)
 JX0986
 JX0986                          SUPERSEDED SURVEY CONTROL
 JX0986
 JX0986  NGVD 29 (??/??/92)  209.007  (m)          685.72   (f) ADJ UNCH    2 0
 JX0986
 JX0986.Superseded values are not recommended for survey control.
 JX0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0986.See file dsdata.txt to determine how the superseded data were derived.
 JX0986
 JX0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD581354(NAD 83)
 JX0986_MARKER: DB = BENCH MARK DISK
 JX0986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0986_SP_SET: CULVERT
 JX0986_STAMPING: B 91 1956
 JX0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0986
 JX0986  HISTORY     - Date     Condition        Report By
 JX0986  HISTORY     - 1956     MONUMENTED       CGS
 JX0986
 JX0986                          STATION DESCRIPTION
 JX0986
 JX0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX0986'3.4 MI NW FROM SLATE.
 JX0986'3.35 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE BRIDGE
 JX0986'OVER SLATE CREEK AT SLATE, ABOUT 49 YARDS NORTHWEST OF
 JX0986'JUNCTION OF A PRIVATE DIRT ROAD LEADING SOUTHWEST AND UPHILL
 JX0986'INTO A HOLLOW, 15 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 JX0986'IN THE TOP OF THE SOUTHEAST END OF SOUTHWEST HEAD WALL OF A
 JX0986'6-FOOT CONCRETE CULVERT UNDER HIGHWAY AND ABOUT 1/3 FOOT BELOW
 JX0986'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1218 ***********************************************************************
 JX1218  DESIGNATION -  B 92
 JX1218  PID         -  JX1218
 JX1218  STATE/COUNTY-  WV/WIRT
 JX1218  USGS QUAD   -  ROCKPORT (1975)
 JX1218
 JX1218                         *CURRENT SURVEY CONTROL
 JX1218  ___________________________________________________________________
 JX1218* NAD 83(1986)-  39 02 56.     (N)    081 33 11.     (W)     SCALED    
 JX1218* NAVD 88     -       330.580  (meters)    1084.58   (feet)  ADJUSTED  
 JX1218  ___________________________________________________________________
 JX1218  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JX1218  DYNAMIC HT  -         330.371 (meters)    1083.89  (feet)  COMP
 JX1218  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 JX1218
 JX1218  VERT ORDER  -  SECOND    CLASS 0
 JX1218
 JX1218.The horizontal coordinates were scaled from a topographic map and have
 JX1218.an estimated accuracy of +/- 6 seconds.
 JX1218
 JX1218.The orthometric height was determined by differential leveling
 JX1218.and adjusted by the National Geodetic Survey in June 1991..
 JX1218
 JX1218.The geoid height was determined by GEOID03.
 JX1218
 JX1218.The dynamic height is computed by dividing the NAVD 88
 JX1218.geopotential number by the normal gravity value computed on the
 JX1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1218.degrees latitude (g = 980.6199 gals.).
 JX1218
 JX1218.The modeled gravity was interpolated from observed gravity values.
 JX1218
 JX1218;                    North         East    Units  Estimated Accuracy
 JX1218;SPC WV N     -    62,970.      422,290.      MT  (+/- 180 meters Scaled)
 JX1218
 JX1218                          SUPERSEDED SURVEY CONTROL
 JX1218
 JX1218  NGVD 29 (??/??/92)  330.762  (m)         1085.17   (f) ADJ UNCH    2 0
 JX1218
 JX1218.Superseded values are not recommended for survey control.
 JX1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1218.See file dsdata.txt to determine how the superseded data were derived.
 JX1218
 JX1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD521223(NAD 83)
 JX1218_MARKER: DB = BENCH MARK DISK
 JX1218_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JX1218_SP_SET: UNSPECIFIED ROCK
 JX1218_STAMPING: B 92 1956
 JX1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1218
 JX1218  HISTORY     - Date     Condition        Report By
 JX1218  HISTORY     - 1956     MONUMENTED       CGS
 JX1218
 JX1218                          STATION DESCRIPTION
 JX1218
 JX1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1218'2.2 MI S FROM ROCKPORT.
 JX1218'2.15 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1218'ROCKPORT, ABOUT 0.15 MILE SOUTH OF THE TOP OF GRADE AT LIMESTONE
 JX1218'HILL, ABOUT 65 YARDS SOUTH OF JUNCTION OF TUCKERS CREEK ROAD
 JX1218'LEADING SOUTHEAST TO MORRISTOWN, 20 1/2 FEET EAST OF CENTER
 JX1218'LINE OF HIGHWAY, 61 FEET NORTH OF THE WOOD-WIRT COUNTY LINE
 JX1218'SIGN, SET VERTICALLY IN THE WEST FACE OF A 4-FOOT HIGH SOLID
 JX1218'LAYER OF ROCK AT THE BOTTOM OF A 9-FOOT HIGH CUT, AND ABOUT 1/2
 JX1218'FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2478 ***********************************************************************
 HX2478  DESIGNATION -  B 93
 HX2478  PID         -  HX2478
 HX2478  STATE/COUNTY-  WV/JACKSON
 HX2478  USGS QUAD   -  LIVERPOOL (1975)
 HX2478
 HX2478                         *CURRENT SURVEY CONTROL
 HX2478  ___________________________________________________________________
 HX2478* NAD 83(1986)-  38 52 50.     (N)    081 32 39.     (W)     SCALED    
 HX2478* NAVD 88     -       232.224  (meters)     761.89   (feet)  ADJUSTED  
 HX2478  ___________________________________________________________________
 HX2478  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HX2478  DYNAMIC HT  -         232.074 (meters)     761.40  (feet)  COMP
 HX2478  MODELED GRAV-     979,973.5   (mgal)                       NAVD 88
 HX2478
 HX2478  VERT ORDER  -  SECOND    CLASS 0
 HX2478
 HX2478.The horizontal coordinates were scaled from a topographic map and have
 HX2478.an estimated accuracy of +/- 6 seconds.
 HX2478
 HX2478.The orthometric height was determined by differential leveling
 HX2478.and adjusted by the National Geodetic Survey in June 1991..
 HX2478
 HX2478.The geoid height was determined by GEOID03.
 HX2478
 HX2478.The dynamic height is computed by dividing the NAVD 88
 HX2478.geopotential number by the normal gravity value computed on the
 HX2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2478.degrees latitude (g = 980.6199 gals.).
 HX2478
 HX2478.The modeled gravity was interpolated from observed gravity values.
 HX2478
 HX2478;                    North         East    Units  Estimated Accuracy
 HX2478;SPC WV S     -   208,870.      552,780.      MT  (+/- 180 meters Scaled)
 HX2478
 HX2478                          SUPERSEDED SURVEY CONTROL
 HX2478
 HX2478  NGVD 29 (??/??/92)  232.388  (m)          762.43   (f) ADJ UNCH    2 0
 HX2478
 HX2478.Superseded values are not recommended for survey control.
 HX2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2478.See file dsdata.txt to determine how the superseded data were derived.
 HX2478
 HX2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD528036(NAD 83)
 HX2478_MARKER: DB = BENCH MARK DISK
 HX2478_SETTING: 66 = SET IN ROCK OUTCROP
 HX2478_SP_SET: ROCK PROJECTION
 HX2478_STAMPING: B 93 1956
 HX2478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2478+STABILITY: POSITION/ELEVATION WELL
 HX2478
 HX2478  HISTORY     - Date     Condition        Report By
 HX2478  HISTORY     - 1956     MONUMENTED       CGS
 HX2478
 HX2478                          STATION DESCRIPTION
 HX2478
 HX2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2478'1.4 MI S FROM LIVERPOOL.
 HX2478'ABOUT 0.4 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE CROSSING
 HX2478'OF THE BALTIMORE AND OHIO RAILROAD AT LIVERPOOL, THENCE ABOUT 1.05
 HX2478'MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD FOLLOWING HARTLEY
 HX2478'RUN, 59 FEET WEST OF CENTER LINE OF ROAD, 67 FEET SOUTHWEST OF
 HX2478'SOUTHWEST CORNER OF A CONCRETE BRIDGE OVER HARTLEY RUN, SET
 HX2478'VERTICALLY IN THE EAST FACE OF A 3-FOOT HIGH AND 3-FOOT WIDE
 HX2478'PROJECTION OF ROCK WHICH PROJECTS OUT OF HIGH CREEK BANK, ABOUT
 HX2478'2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1758 ***********************************************************************
 HX1758  DESIGNATION -  B 94
 HX1758  PID         -  HX1758
 HX1758  STATE/COUNTY-  WV/ROANE
 HX1758  USGS QUAD   -  WALTON (1976)
 HX1758
 HX1758                         *CURRENT SURVEY CONTROL
 HX1758  ___________________________________________________________________
 HX1758* NAD 83(1986)-  38 42 20.     (N)    081 29 01.     (W)     SCALED    
 HX1758* NAVD 88     -       229.847  (meters)     754.09   (feet)  ADJUSTED  
 HX1758  ___________________________________________________________________
 HX1758  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HX1758  DYNAMIC HT  -         229.693 (meters)     753.58  (feet)  COMP
 HX1758  MODELED GRAV-     979,953.5   (mgal)                       NAVD 88
 HX1758
 HX1758  VERT ORDER  -  SECOND    CLASS 0
 HX1758
 HX1758.The horizontal coordinates were scaled from a topographic map and have
 HX1758.an estimated accuracy of +/- 6 seconds.
 HX1758
 HX1758.The orthometric height was determined by differential leveling
 HX1758.and adjusted by the National Geodetic Survey in June 1991..
 HX1758
 HX1758.The geoid height was determined by GEOID03.
 HX1758
 HX1758.The dynamic height is computed by dividing the NAVD 88
 HX1758.geopotential number by the normal gravity value computed on the
 HX1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1758.degrees latitude (g = 980.6199 gals.).
 HX1758
 HX1758.The modeled gravity was interpolated from observed gravity values.
 HX1758
 HX1758;                    North         East    Units  Estimated Accuracy
 HX1758;SPC WV S     -   189,410.      557,940.      MT  (+/- 180 meters Scaled)
 HX1758
 HX1758                          SUPERSEDED SURVEY CONTROL
 HX1758
 HX1758  NGVD 29 (??/??/92)  230.018  (m)          754.65   (f) ADJ UNCH    2 0
 HX1758
 HX1758.Superseded values are not recommended for survey control.
 HX1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1758.See file dsdata.txt to determine how the superseded data were derived.
 HX1758
 HX1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC579842(NAD 83)
 HX1758_MARKER: DB = BENCH MARK DISK
 HX1758_SETTING: 66 = SET IN ROCK OUTCROP
 HX1758_SP_SET: BANK ROCK
 HX1758_STAMPING: B 94 1956
 HX1758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1758+STABILITY: POSITION/ELEVATION WELL
 HX1758
 HX1758  HISTORY     - Date     Condition        Report By
 HX1758  HISTORY     - 1956     MONUMENTED       CGS
 HX1758
 HX1758                          STATION DESCRIPTION
 HX1758
 HX1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1758'1.7 MI N FROM HARMONY.
 HX1758'ABOUT 1.7 MILES NORTH ALONG A ROAD FOLLOWING COX FORK UPSTREAM
 HX1758'FROM BRIDGE OVER COX FORK AT HARMONY, ABOUT 0.4 MILE NORTH OF
 HX1758'JUNCTION OF A ROAD NORTHWEST INTO WOLFCAMP RUN, ABOUT 0.15 MILE
 HX1758'SOUTH OF JUNCTION OF ROAD NORTHWEST INTO BIG SPRING BRANCH, SET
 HX1758'VERTICALLY ABOUT 1 FOOT ABOVE GROUND IN THE 1 1/2-FOOT HIGH AND
 HX1758'6-FOOT WIDE EXPOSED PART OF A LAYER OF ROCK IN A CUT BANK, 19
 HX1758'FEET EAST-NORTHEAST OF CENTER LINE OF ROAD, 7 1/2 FEET
 HX1758'EAST-NORTHEAST OF CENTER OF ROAD DITCH, 14 FEET NORTHEAST OF
 HX1758'EAST END OF A 12-INCH CONCRETE PIPE CULVERT UNDER ROAD, 7 FEET
 HX1758'NORTH OF CENTER OF A SMALL STEEP DRY RUN, AND ABOUT 3 1/2 FEET
 HX1758'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1787 ***********************************************************************
 HX1787  DESIGNATION -  B 95
 HX1787  PID         -  HX1787
 HX1787  STATE/COUNTY-  WV/ROANE
 HX1787  USGS QUAD   -  KETTLE (1975)
 HX1787
 HX1787                         *CURRENT SURVEY CONTROL
 HX1787  ___________________________________________________________________
 HX1787* NAD 83(1986)-  38 35 10.     (N)    081 28 37.     (W)     SCALED    
 HX1787* NAVD 88     -       218.087  (meters)     715.51   (feet)  ADJUSTED  
 HX1787  ___________________________________________________________________
 HX1787  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HX1787  DYNAMIC HT  -         217.937 (meters)     715.01  (feet)  COMP
 HX1787  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 HX1787
 HX1787  VERT ORDER  -  SECOND    CLASS 0
 HX1787
 HX1787.The horizontal coordinates were scaled from a topographic map and have
 HX1787.an estimated accuracy of +/- 6 seconds.
 HX1787
 HX1787.The orthometric height was determined by differential leveling
 HX1787.and adjusted by the National Geodetic Survey in June 1991..
 HX1787
 HX1787.The geoid height was determined by GEOID03.
 HX1787
 HX1787.The dynamic height is computed by dividing the NAVD 88
 HX1787.geopotential number by the normal gravity value computed on the
 HX1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1787.degrees latitude (g = 980.6199 gals.).
 HX1787
 HX1787.The modeled gravity was interpolated from observed gravity values.
 HX1787
 HX1787;                    North         East    Units  Estimated Accuracy
 HX1787;SPC WV S     -   176,150.      558,450.      MT  (+/- 180 meters Scaled)
 HX1787
 HX1787                          SUPERSEDED SURVEY CONTROL
 HX1787
 HX1787  NGVD 29 (??/??/92)  218.260  (m)          716.07   (f) ADJ UNCH    2 0
 HX1787
 HX1787.Superseded values are not recommended for survey control.
 HX1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1787.See file dsdata.txt to determine how the superseded data were derived.
 HX1787
 HX1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC584709(NAD 83)
 HX1787_MARKER: DB = BENCH MARK DISK
 HX1787_SETTING: 80 = SET IN A BOULDER
 HX1787_SP_SET: BOULDER
 HX1787_STAMPING: B 95 1956
 HX1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1787+STABILITY: SURFACE MOTION
 HX1787
 HX1787  HISTORY     - Date     Condition        Report By
 HX1787  HISTORY     - 1956     MONUMENTED       CGS
 HX1787
 HX1787                          STATION DESCRIPTION
 HX1787
 HX1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1787'1.2 MI NE FROM KETTLE.
 HX1787'ABOUT 1.25 MILES NORTHEAST ALONG A CREEK BED ROAD FROM THE POST
 HX1787'OFFICE AND STORE AT KETTLE, ABOUT 0.3 MILE NORTHEAST ALONG LEFT
 HX1787'FORK FROM CONFLUENCE OF GREEN CREEK AND LEFT FORK, 21 FEET
 HX1787'WEST-NORTHWEST OF CENTER LINE OF ROAD, SET IN THE TOP AND 4 FEET
 HX1787'SOUTH OF NORTH CORNER OF A 15 BY 20-FOOT BY 5-FEET HIGH EMBEDDED
 HX1787'BOULDER WHICH IS LOCATED EAST-SOUTHEAST AND IN FRONT OF A HOUSE IN
 HX1787'MOUTH OF CREEK BRANCH HOLLOW, 1.6 FEET SOUTHWEST OF NORTHEAST EDGE
 HX1787'OF BOULDER AND 5 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1916 ***********************************************************************
 HX1916  DESIGNATION -  B 96
 HX1916  PID         -  HX1916
 HX1916  STATE/COUNTY-  WV/KANAWHA
 HX1916  USGS QUAD   -  BLUE CREEK (1995)
 HX1916
 HX1916                         *CURRENT SURVEY CONTROL
 HX1916  ___________________________________________________________________
 HX1916* NAD 83(1986)-  38 27 57.     (N)    081 24 03.     (W)     SCALED    
 HX1916* NAVD 88     -       189.988  (meters)     623.32   (feet)  ADJUSTED  
 HX1916  ___________________________________________________________________
 HX1916  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HX1916  DYNAMIC HT  -         189.857 (meters)     622.89  (feet)  COMP
 HX1916  MODELED GRAV-     979,933.9   (mgal)                       NAVD 88
 HX1916
 HX1916  VERT ORDER  -  SECOND    CLASS 0
 HX1916
 HX1916.The horizontal coordinates were scaled from a topographic map and have
 HX1916.an estimated accuracy of +/- 6 seconds.
 HX1916
 HX1916.The orthometric height was determined by differential leveling
 HX1916.and adjusted by the National Geodetic Survey in June 1991..
 HX1916
 HX1916.The geoid height was determined by GEOID03.
 HX1916
 HX1916.The dynamic height is computed by dividing the NAVD 88
 HX1916.geopotential number by the normal gravity value computed on the
 HX1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1916.degrees latitude (g = 980.6199 gals.).
 HX1916
 HX1916.The modeled gravity was interpolated from observed gravity values.
 HX1916
 HX1916;                    North         East    Units  Estimated Accuracy
 HX1916;SPC WV S     -   162,770.      565,020.      MT  (+/- 180 meters Scaled)
 HX1916
 HX1916                          SUPERSEDED SURVEY CONTROL
 HX1916
 HX1916  NGVD 29 (??/??/92)  190.172  (m)          623.92   (f) ADJ UNCH    2 0
 HX1916
 HX1916.Superseded values are not recommended for survey control.
 HX1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1916.See file dsdata.txt to determine how the superseded data were derived.
 HX1916
 HX1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC650575(NAD 83)
 HX1916_MARKER: DB = BENCH MARK DISK
 HX1916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1916_SP_SET: BUILDING
 HX1916_STAMPING: B 96 1956
 HX1916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1916
 HX1916  HISTORY     - Date     Condition        Report By
 HX1916  HISTORY     - 1956     MONUMENTED       CGS
 HX1916
 HX1916                          STATION DESCRIPTION
 HX1916
 HX1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1916'AT FALLING ROCK.
 HX1916'AT FALLING ROCK, ABOUT 90 YARDS SOUTHWEST ALONG THE BALTIMORE
 HX1916'AND OHIO RAILROAD FROM THE STATION, AT ELK REFINING COMPANY, 53
 HX1916'FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, 39 1/2 FEET
 HX1916'SOUTHEAST OF SOUTHEAST RAIL OF SIDE TRACK, SET VERTICALLY IN
 HX1916'THE NORTHWEST FACE OF A 2-STORY RED BRICK BOILER ROOM BUILDING
 HX1916'OF REFINING COMPANY, 1.2 FEET SOUTHWEST OF NORTH CORNER OF
 HX1916'BUILDING, 2.2 FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL OF
 HX1916'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2568 ***********************************************************************
 HX2568  DESIGNATION -  B 97
 HX2568  PID         -  HX2568
 HX2568  STATE/COUNTY-  WV/KANAWHA
 HX2568  USGS QUAD   -  SISSONVILLE (1958)
 HX2568
 HX2568                         *CURRENT SURVEY CONTROL
 HX2568  ___________________________________________________________________
 HX2568* NAD 83(1986)-  38 32 17.     (N)    081 37 29.     (W)     SCALED    
 HX2568* NAVD 88     -       192.924  (meters)     632.95   (feet)  ADJUSTED  
 HX2568  ___________________________________________________________________
 HX2568  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HX2568  DYNAMIC HT  -         192.792 (meters)     632.52  (feet)  COMP
 HX2568  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 HX2568
 HX2568  VERT ORDER  -  SECOND    CLASS 0
 HX2568
 HX2568.The horizontal coordinates were scaled from a topographic map and have
 HX2568.an estimated accuracy of +/- 6 seconds.
 HX2568
 HX2568.The orthometric height was determined by differential leveling
 HX2568.and adjusted by the National Geodetic Survey in June 1991..
 HX2568
 HX2568.The geoid height was determined by GEOID03.
 HX2568
 HX2568.The dynamic height is computed by dividing the NAVD 88
 HX2568.geopotential number by the normal gravity value computed on the
 HX2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2568.degrees latitude (g = 980.6199 gals.).
 HX2568
 HX2568.The modeled gravity was interpolated from observed gravity values.
 HX2568
 HX2568;                    North         East    Units  Estimated Accuracy
 HX2568;SPC WV S     -   170,890.      545,540.      MT  (+/- 180 meters Scaled)
 HX2568
 HX2568                          SUPERSEDED SURVEY CONTROL
 HX2568
 HX2568  NGVD 29 (??/??/92)  193.108  (m)          633.56   (f) ADJ UNCH    2 0
 HX2568
 HX2568.Superseded values are not recommended for survey control.
 HX2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2568.See file dsdata.txt to determine how the superseded data were derived.
 HX2568
 HX2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC455657(NAD 83)
 HX2568_MARKER: DB = BENCH MARK DISK
 HX2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2568_STAMPING: B 97 1956
 HX2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2568+STABILITY: SURFACE MOTION
 HX2568
 HX2568  HISTORY     - Date     Condition        Report By
 HX2568  HISTORY     - 1956     MONUMENTED       CGS
 HX2568
 HX2568                          STATION DESCRIPTION
 HX2568
 HX2568'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2568'0.8 MI N FROM SISSONVILLE.
 HX2568'ABOUT 0.85 MILE NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2568'AT SISSONVILLE, ON THE OUTSIDE OF A SHARP CURVE IN HIGHWAY AND
 HX2568'ACROSS HIGHWAY FROM A DEEP BENCH CUT, 38 FEET NORTHEAST OF
 HX2568'CENTER LINE OF HIGHWAY, 20 FEET NORTHEAST OF A CONCRETE GUARD
 HX2568'RAIL, 8 FEET SOUTH OF A TELEPHONE CABLE LINE POLE, 15 FEET
 HX2568'NORTHWEST OF SOUTHWEST CORNER OF A CAR SHED, 22 FEET
 HX2568'NORTH-NORTHEAST OF SOUTHEAST END OF GUARD RAIL, 15 1/2 FEET
 HX2568'NORTH OF A 5 BY 5-FOOT FLAT BOULDER ON TOP OF GROUND, ABOUT
 HX2568'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HX2568'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2270 ***********************************************************************
 HX2270  DESIGNATION -  B 98
 HX2270  PID         -  HX2270
 HX2270  STATE/COUNTY-  WV/PUTNAM
 HX2270  USGS QUAD   -  BANCROFT (1975)
 HX2270
 HX2270                         *CURRENT SURVEY CONTROL
 HX2270  ___________________________________________________________________
 HX2270* NAD 83(1986)-  38 30 55.     (N)    081 50 40.     (W)     SCALED    
 HX2270* NAVD 88     -       175.951  (meters)     577.27   (feet)  ADJUSTED  
 HX2270  ___________________________________________________________________
 HX2270  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HX2270  DYNAMIC HT  -         175.830 (meters)     576.87  (feet)  COMP
 HX2270  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 HX2270
 HX2270  VERT ORDER  -  SECOND    CLASS 0
 HX2270
 HX2270.The horizontal coordinates were scaled from a topographic map and have
 HX2270.an estimated accuracy of +/- 6 seconds.
 HX2270
 HX2270.The orthometric height was determined by differential leveling
 HX2270.and adjusted by the National Geodetic Survey in June 1991..
 HX2270
 HX2270.The geoid height was determined by GEOID03.
 HX2270
 HX2270.The dynamic height is computed by dividing the NAVD 88
 HX2270.geopotential number by the normal gravity value computed on the
 HX2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2270.degrees latitude (g = 980.6199 gals.).
 HX2270
 HX2270.The modeled gravity was interpolated from observed gravity values.
 HX2270
 HX2270;                    North         East    Units  Estimated Accuracy
 HX2270;SPC WV S     -   168,520.      526,360.      MT  (+/- 180 meters Scaled)
 HX2270
 HX2270                          SUPERSEDED SURVEY CONTROL
 HX2270
 HX2270  NGVD 29 (??/??/92)  176.149  (m)          577.92   (f) ADJ UNCH    2 0
 HX2270
 HX2270.Superseded values are not recommended for survey control.
 HX2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2270.See file dsdata.txt to determine how the superseded data were derived.
 HX2270
 HX2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC263633(NAD 83)
 HX2270_MARKER: DB = BENCH MARK DISK
 HX2270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2270_SP_SET: ABUTMENT
 HX2270_STAMPING: B 98 1956
 HX2270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2270+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 HX2270
 HX2270  HISTORY     - Date     Condition        Report By
 HX2270  HISTORY     - 1956     MONUMENTED       CGS
 HX2270  HISTORY     - 20060305 GOOD             TEI
 HX2270
 HX2270                          STATION DESCRIPTION
 HX2270
 HX2270'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2270'0.4 MI NW FROM BANCROFT.
 HX2270'ABOUT 0.45 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2270'FROM THE ROAD CROSSING OF BANCROFT, ABOUT 90 YARDS SOUTHEAST
 HX2270'OF ROAD CROSSING AT BANCROFT, ABOUT 90 YARDS SOUTHEAST OF ROAD
 HX2270'CROSSING AT PLYMOUTH, ABOUT 0.15 MILE NORTHWEST OF MILE POST
 HX2270'COR 104, IN THE TOP OF SOUTHWEST END OF NORTHEAST WING WALL OF
 HX2270'NORTHWEST CONCRETE ABUTMENT OF 40-FOOT STEEL PLATE BRIDGE OVER
 HX2270'A CREEK, 12.4 FEET NORTHEAST OF NORTHEAST RAIL AND 5 FEET BELOW
 HX2270'LEVEL OF TRACK.
 HX2270
 HX2270                          STATION RECOVERY (2006)
 HX2270
 HX2270'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2006 (JTS)
 HX2270'GPS COORDINATES FOR THE POINT ARE AS FOLLOWS
 HX2270'N38D30'54.8084
 HX2270'W81D50'40.002
 HX2270'POINT IS SUITABLE FOR GPS HOWEVER IS INSIDE THE NS RAILWAY RIGHT OF
 HX2270'WAY AND SHOULD ONLY BE ACCESSED WITH THE RAILWAYS PERMISSION.  RAIL
 HX2270'LINE IS ACTIVE SO THE STATION IS SUITABLE FOR QUICK CHECKS BUT NOT
 HX2270'RECOMMEDED FOR LONG OCCUPATIONS.
 HX2270' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2527 ***********************************************************************
 HX2527  DESIGNATION -  B 99
 HX2527  PID         -  HX2527
 HX2527  STATE/COUNTY-  WV/JACKSON
 HX2527  USGS QUAD   -  KENNA (1975)
 HX2527
 HX2527                         *CURRENT SURVEY CONTROL
 HX2527  ___________________________________________________________________
 HX2527* NAD 83(1986)-  38 39 42.     (N)    081 38 21.     (W)     SCALED    
 HX2527* NAVD 88     -       321.099  (meters)    1053.47   (feet)  ADJUSTED  
 HX2527  ___________________________________________________________________
 HX2527  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HX2527  DYNAMIC HT  -         320.885 (meters)    1052.77  (feet)  COMP
 HX2527  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 HX2527
 HX2527  VERT ORDER  -  SECOND    CLASS 0
 HX2527
 HX2527.The horizontal coordinates were scaled from a topographic map and have
 HX2527.an estimated accuracy of +/- 6 seconds.
 HX2527
 HX2527.The orthometric height was determined by differential leveling
 HX2527.and adjusted by the National Geodetic Survey in June 1991..
 HX2527
 HX2527.The geoid height was determined by GEOID03.
 HX2527
 HX2527.The dynamic height is computed by dividing the NAVD 88
 HX2527.geopotential number by the normal gravity value computed on the
 HX2527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2527.degrees latitude (g = 980.6199 gals.).
 HX2527
 HX2527.The modeled gravity was interpolated from observed gravity values.
 HX2527
 HX2527;                    North         East    Units  Estimated Accuracy
 HX2527;SPC WV S     -   184,620.      544,370.      MT  (+/- 180 meters Scaled)
 HX2527
 HX2527                          SUPERSEDED SURVEY CONTROL
 HX2527
 HX2527  NGVD 29 (??/??/92)  321.277  (m)         1054.06   (f) ADJ UNCH    2 0
 HX2527
 HX2527.Superseded values are not recommended for survey control.
 HX2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2527.See file dsdata.txt to determine how the superseded data were derived.
 HX2527
 HX2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC443794(NAD 83)
 HX2527_MARKER: DB = BENCH MARK DISK
 HX2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2527_STAMPING: B 99 1956
 HX2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2527+STABILITY: SURFACE MOTION
 HX2527
 HX2527  HISTORY     - Date     Condition        Report By
 HX2527  HISTORY     - 1956     MONUMENTED       CGS
 HX2527
 HX2527                          STATION DESCRIPTION
 HX2527
 HX2527'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2527'1.6 MI SE FROM KENNA.
 HX2527'ABOUT 1.65 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO KENTUCK
 HX2527'FROM JUNCTION OF U.S. HIGHWAY 21 AT KENNA, ABOUT 0.1 MILE
 HX2527'SOUTHEAST OF JUNCTION OF A DRIVE NORTHWEST TO A CHURCH AND
 HX2527'CEMETERY, AT THE TOP OF A GRADE, 94 FEET NORTHEAST OF CENTER
 HX2527'LINE OF ROAD AND ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HX2527'EXTENDING SOUTH AND WEST, 1 1/2 FEET SOUTHEAST OF A FENCE LINE,
 HX2527'11 FEET NORTHEAST OF 22-INCH RED OAK TREE WHICH IS IN A FENCE
 HX2527'LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 HX2527'2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 HX2527'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0973 ***********************************************************************
 JW0973  DESIGNATION -  B M
 JW0973  PID         -  JW0973
 JW0973  STATE/COUNTY-  WV/PRESTON
 JW0973  USGS QUAD   -  VALLEY POINT (1976)
 JW0973
 JW0973                         *CURRENT SURVEY CONTROL
 JW0973  ___________________________________________________________________
 JW0973* NAD 83(1986)-  39 30 19.     (N)    079 42 07.     (W)     SCALED    
 JW0973* NAVD 88     -       576.137  (meters)    1890.21   (feet)  ADJUSTED  
 JW0973  ___________________________________________________________________
 JW0973  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JW0973  DYNAMIC HT  -         575.766 (meters)    1888.99  (feet)  COMP
 JW0973  MODELED GRAV-     979,964.0   (mgal)                       NAVD 88
 JW0973
 JW0973  VERT ORDER  -  SECOND    CLASS 0
 JW0973
 JW0973.The horizontal coordinates were scaled from a topographic map and have
 JW0973.an estimated accuracy of +/- 6 seconds.
 JW0973
 JW0973.The orthometric height was determined by differential leveling
 JW0973.and adjusted by the National Geodetic Survey in June 1991..
 JW0973
 JW0973.The geoid height was determined by GEOID03.
 JW0973
 JW0973.The dynamic height is computed by dividing the NAVD 88
 JW0973.geopotential number by the normal gravity value computed on the
 JW0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0973.degrees latitude (g = 980.6199 gals.).
 JW0973
 JW0973.The modeled gravity was interpolated from observed gravity values.
 JW0973
 JW0973;                    North         East    Units  Estimated Accuracy
 JW0973;SPC WV N     -   111,620.      582,630.      MT  (+/- 180 meters Scaled)
 JW0973
 JW0973                          SUPERSEDED SURVEY CONTROL
 JW0973
 JW0973  NGVD 29 (??/??/92)  576.272  (m)         1890.65   (f) ADJ UNCH    2 0
 JW0973
 JW0973.Superseded values are not recommended for survey control.
 JW0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0973.See file dsdata.txt to determine how the superseded data were derived.
 JW0973
 JW0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD115736(NAD 83)
 JW0973_MARKER: B = BOLT
 JW0973_SETTING: 66 = SET IN ROCK OUTCROP
 JW0973_SP_SET: ROCK OUTCROP
 JW0973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0973+STABILITY: POSITION/ELEVATION WELL
 JW0973
 JW0973  HISTORY     - Date     Condition        Report By
 JW0973  HISTORY     - UNK      MONUMENTED       BORR
 JW0973  HISTORY     - 1935     GOOD             NGS
 JW0973
 JW0973                          STATION DESCRIPTION
 JW0973
 JW0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0973'3.6 MI W FROM KINGWOOD.
 JW0973'3.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0973'STATION AT KINGWOOD, PRESTON COUNTY, OPPOSITE POLE 25/36, 9
 JW0973'FEET EAST OF THE EAST RAIL, IN THE TOP OF A ROCK OUTCROP, AND
 JW0973'ABOUT 2 FEET HIGHER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0924 ***********************************************************************
 HX0924  DESIGNATION -  BA
 HX0924  PID         -  HX0924
 HX0924  STATE/COUNTY-  WV/POCAHONTAS
 HX0924  USGS QUAD   -  DROOP (1995)
 HX0924
 HX0924                         *CURRENT SURVEY CONTROL
 HX0924  ___________________________________________________________________
 HX0924* NAD 83(1986)-  38 04 31.     (N)    080 16 10.     (W)     SCALED    
 HX0924* NAVD 88     -       848.335  (meters)    2783.25   (feet)  ADJUSTED  
 HX0924  ___________________________________________________________________
 HX0924  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HX0924  DYNAMIC HT  -         847.617 (meters)    2780.89  (feet)  COMP
 HX0924  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 HX0924
 HX0924  VERT ORDER  -  SECOND    CLASS 0
 HX0924
 HX0924.The horizontal coordinates were scaled from a topographic map and have
 HX0924.an estimated accuracy of +/- 6 seconds.
 HX0924
 HX0924.The orthometric height was determined by differential leveling
 HX0924.and adjusted by the National Geodetic Survey in June 1991..
 HX0924
 HX0924.The geoid height was determined by GEOID03.
 HX0924
 HX0924.The dynamic height is computed by dividing the NAVD 88
 HX0924.geopotential number by the normal gravity value computed on the
 HX0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0924.degrees latitude (g = 980.6199 gals.).
 HX0924
 HX0924.The modeled gravity was interpolated from observed gravity values.
 HX0924
 HX0924;                    North         East    Units  Estimated Accuracy
 HX0924;SPC WV S     -   119,600.      664,100.      MT  (+/- 180 meters Scaled)
 HX0924
 HX0924                          SUPERSEDED SURVEY CONTROL
 HX0924
 HX0924  NGVD 29 (??/??/92)  848.426  (m)         2783.54   (f) ADJ UNCH    2 0
 HX0924
 HX0924.Superseded values are not recommended for survey control.
 HX0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0924.See file dsdata.txt to determine how the superseded data were derived.
 HX0924
 HX0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC640144(NAD 83)
 HX0924_MARKER: N = NAIL
 HX0924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0924_SP_SET: MAPLE TREE ROOT
 HX0924_STAMPING: BA
 HX0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0924
 HX0924  HISTORY     - Date     Condition        Report By
 HX0924  HISTORY     - UNK      MONUMENTED       CGS
 HX0924  HISTORY     - 1962     GOOD             NGS
 HX0924
 HX0924                          STATION DESCRIPTION
 HX0924
 HX0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0924'1.2 MI NE FROM DROOP.
 HX0924'0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 HX0924'DROOP, THENCE ABOUT 1.0 MILE NORTHEAST ALONG A GRAVEL ROAD,
 HX0924'A NAIL AND WASHER SET IN THE NORTHEAST ROOT OF A 36-INCH MAPLE
 HX0924'TREE, 9 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD (TRAIL),
 HX0924'5 1/2 FEET EAST OF A GATE-POST, AND ABOUT LEVEL WITH THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1204 ***********************************************************************
 GX1204  DESIGNATION -  BA
 GX1204  PID         -  GX1204
 GX1204  STATE/COUNTY-  WV/RALEIGH
 GX1204  USGS QUAD   -  ARNETT (1989)
 GX1204
 GX1204                         *CURRENT SURVEY CONTROL
 GX1204  ___________________________________________________________________
 GX1204* NAD 83(1986)-  37 45 44.     (N)    081 24 27.     (W)     SCALED    
 GX1204* NAVD 88     -       604.139  (meters)    1982.08   (feet)  ADJUSTED  
 GX1204  ___________________________________________________________________
 GX1204  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX1204  DYNAMIC HT  -         603.660 (meters)    1980.51  (feet)  COMP
 GX1204  MODELED GRAV-     979,816.8   (mgal)                       NAVD 88
 GX1204
 GX1204  VERT ORDER  -  SECOND    CLASS 0
 GX1204
 GX1204.The horizontal coordinates were scaled from a topographic map and have
 GX1204.an estimated accuracy of +/- 6 seconds.
 GX1204
 GX1204.The orthometric height was determined by differential leveling
 GX1204.and adjusted by the National Geodetic Survey in June 1991..
 GX1204
 GX1204.The geoid height was determined by GEOID03.
 GX1204
 GX1204.The dynamic height is computed by dividing the NAVD 88
 GX1204.geopotential number by the normal gravity value computed on the
 GX1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1204.degrees latitude (g = 980.6199 gals.).
 GX1204
 GX1204.The modeled gravity was interpolated from observed gravity values.
 GX1204
 GX1204;                    North         East    Units  Estimated Accuracy
 GX1204;SPC WV S     -    84,680.      564,100.      MT  (+/- 180 meters Scaled)
 GX1204
 GX1204                          SUPERSEDED SURVEY CONTROL
 GX1204
 GX1204  NGVD 29 (??/??/92)  604.312  (m)         1982.65   (f) ADJ UNCH    2 0
 GX1204
 GX1204.Superseded values are not recommended for survey control.
 GX1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1204.See file dsdata.txt to determine how the superseded data were derived.
 GX1204
 GX1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB641795(NAD 83)
 GX1204_MARKER: N = NAIL
 GX1204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1204_SP_SET: TREE
 GX1204_STAMPING: BA
 GX1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1204
 GX1204  HISTORY     - Date     Condition        Report By
 GX1204  HISTORY     - UNK      MONUMENTED       CGS
 GX1204  HISTORY     - 1958     GOOD             NGS
 GX1204
 GX1204                          STATION DESCRIPTION
 GX1204
 GX1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1204'4.2 MI SW FROM GLEN DANIEL.
 GX1204'BA IS A COPPER NAIL AND WASHER STAMPED BA, 13.8 FEET NORTHWEST
 GX1204'OF G 183, IN A NOTCH CUT IN THE TOP OF A LARGE ROOT ON THE
 GX1204'NORTHEAST SIDE OF A 40-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1315 ***********************************************************************
 JW1315  DESIGNATION -  BACKBONE LOOKOUT TOWER
 JW1315  PID         -  JW1315
 JW1315  STATE/COUNTY-  WV/TUCKER
 JW1315  USGS QUAD   -  MOZARK MOUNTAIN (1995)
 JW1315
 JW1315                         *CURRENT SURVEY CONTROL
 JW1315  ___________________________________________________________________
 JW1315* NAD 83(1995)-  39 06 24.02040(N)    079 36 05.85982(W)     ADJUSTED  
 JW1315* NAVD 88     -      1132.     (meters)    3714.     (feet)  VERTCON   
 JW1315  ___________________________________________________________________
 JW1315  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 JW1315  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JW1315
 JW1315  HORZ ORDER  -  THIRD
 JW1315
 JW1315.The horizontal coordinates were established by classical geodetic methods
 JW1315.and adjusted by the National Geodetic Survey in April 1998..
 JW1315
 JW1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1315
 JW1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1315
 JW1315.The geoid height was determined by GEOID03.
 JW1315
 JW1315;                    North         East     Units Scale Factor Converg.
 JW1315;SPC WV N     -    67,355.924   591,209.754   MT  0.99998154   -0 03 53.3
 JW1315;UTM  17      - 4,329,545.003   620,907.960   MT  0.99978000   +0 52 55.7
 JW1315
 JW1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1315!SPC WV N     -   0.99982730  x   0.99998154  =   0.99980884
 JW1315!UTM  17      -   0.99982730  x   0.99978000  =   0.99960733
 JW1315
 JW1315                          SUPERSEDED SURVEY CONTROL
 JW1315
 JW1315  NAD 83(1995)-  39 06 24.02952(N)    079 36 05.87179(W) AD(       ) 4
 JW1315  NAD 83(1986)-  39 06 24.02945(N)    079 36 05.87231(W) AD(       ) 4
 JW1315  NAD 27      -  39 06 23.64200(N)    079 36 06.65800(W) AD(       ) 3
 JW1315  NGVD 29 (07/19/86) 1132.     (m)         3714.     (f) VERT ANG       
 JW1315
 JW1315.Superseded values are not recommended for survey control.
 JW1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1315.See file dsdata.txt to determine how the superseded data were derived.
 JW1315
 JW1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD2090829545(NAD 83)
 JW1315_MARKER: 57 = LOOKOUT TOWER
 JW1315
 JW1315  HISTORY     - Date     Condition        Report By
 JW1315  HISTORY     - 1941     FIRST OBSERVED   CGS
 JW1315  HISTORY     - 1956     GOOD             CGS
 JW1315
 JW1315                          STATION DESCRIPTION
 JW1315
 JW1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1315'THIS INTERSECTION STATION IS THE LOOKOUT TOWER ON TOP OF THE HIGH
 JW1315'RIDGE KNOWN AS
 JW1315'BACKBONE MOUNTAIN LOCATED AT A POINT ON THE RIDGE
 JW1315'ABOUT 7 MILES SW OF THE TOWN OF
 JW1315'THOMAS, WEST VIRGINIA.  IT IS A
 JW1315'FOUR-LEGGED STEEL STRUCTURE, ABOUT 90 FEET HIGH,
 JW1315'WITH GLASS ENCLOSED
 JW1315'CAB ON TOP.  THE APEX OF THE ROOF WAS OBSERVED UPON.
 JW1315
 JW1315                          STATION RECOVERY (1956)
 JW1315
 JW1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1315'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF THOMAS,
 JW1315'4-1/2 MILES EAST
 JW1315'NORTHEAST OF PARSONS, 3 MILES NORTH NORTHEAST OF HENDRICKS IN THE
 JW1315'MONONGAHELA NATIONAL FOREST.
 JW1315'
 JW1315'THE TOWER IS OF STEEL CONSTRUCTION WITH A STEEL AND GLASS HOUSE ON
 JW1315'TOP, PAINTED SILVER.  IT IS
 JW1315'ABOUT 90 FEET HIGH.  THE CENTER OF THE HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1465 ***********************************************************************
 JW1465  DESIGNATION -  BAGGS
 JW1465  PID         -  JW1465
 JW1465  STATE/COUNTY-  WV/MINERAL
 JW1465  USGS QUAD   -  KEYSER (1974)
 JW1465
 JW1465                         *CURRENT SURVEY CONTROL
 JW1465  ___________________________________________________________________
 JW1465* NAD 83(1995)-  39 24 55.07600(N)    078 57 25.53644(W)     ADJUSTED  
 JW1465* NAVD 88     -       598.6    (meters)    1964.     (feet)  VERTCON   
 JW1465  ___________________________________________________________________
 JW1465  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 JW1465  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JW1465
 JW1465  HORZ ORDER  -  FIRST
 JW1465
 JW1465.The horizontal coordinates were established by classical geodetic methods
 JW1465.and adjusted by the National Geodetic Survey in April 1998..
 JW1465
 JW1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1465
 JW1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1465
 JW1465.The geoid height was determined by GEOID03.
 JW1465
 JW1465;                    North         East     Units Scale Factor Converg.
 JW1465;SPC WV N     -   101,754.783   646,751.135   MT  0.99994747   +0 20 46.5
 JW1465;SPC MD       -   195,917.573   231,473.468   MT  0.99999411   -1 13 42.0
 JW1465;SPC MD       -   642,772.90    759,425.87   sFT  0.99999411   -1 13 42.0
 JW1465;UTM  17      - 4,364,855.587   675,867.392   MT  0.99998082   +1 17 50.8
 JW1465
 JW1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1465!SPC WV N     -   0.99991116  x   0.99994747  =   0.99985864
 JW1465!SPC MD       -   0.99991116  x   0.99999411  =   0.99990527
 JW1465!UTM  17      -   0.99991116  x   0.99998082  =   0.99989198
 JW1465
 JW1465|---------------------------------------------------------------------|
 JW1465| PID    Reference Object                     Distance      Geod. Az  |
 JW1465|                                                           dddmmss.s |
 JW1465| CK6557 BAGGS RM 1                           22.764 METERS 04751     |
 JW1465| CK6558 BAGGS RM 2                           19.031 METERS 15613     |
 JW1465| JW1260 PINNACLE ECC                        APPROX.11.1 KM 2503738.9 |
 JW1465|---------------------------------------------------------------------|
 JW1465
 JW1465                          SUPERSEDED SURVEY CONTROL
 JW1465
 JW1465  NAD 83(1995)-  39 24 55.07794(N)    078 57 25.53765(W) AD(       ) 1
 JW1465  NAD 83(1986)-  39 24 55.08244(N)    078 57 25.54570(W) AD(       ) 1
 JW1465  NAD 27      -  39 24 54.74285(N)    078 57 26.44921(W) AD(       ) 1
 JW1465  NGVD 29 (07/19/86)  598.8    (m)         1965.     (f) VERT ANG       
 JW1465
 JW1465.Superseded values are not recommended for survey control.
 JW1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1465.See file dsdata.txt to determine how the superseded data were derived.
 JW1465
 JW1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD7586764856(NAD 83)
 JW1465_MARKER: DD = SURVEY DISK
 JW1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1465_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1465
 JW1465  HISTORY     - Date     Condition        Report By
 JW1465  HISTORY     - 1975     MONUMENTED       NGS
 JW1465
 JW1465                          STATION DESCRIPTION
 JW1465
 JW1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1465'THE STATION IS ABOUT 10-1/2 MILES EAST-NORTHEAST OF ELK GARDEN,
 JW1465'6-1/2 MILES SOUTHEAST OF PIEDMONT, 1-1/2 MILES SOUTH OF KEYSER
 JW1465'AND ON PROPERTY OWNED BY MR. CHESTER BAGGS WHOSE ADDRESS IS
 JW1465'RICHWOOD HALL, ROUTE 1, BOX 270, CHARLESTON, WEST VIRGINIA.  HIS
 JW1465'TELEPHONE NUMBER IS 725-8844, THE ZIP CODE IS 25414.
 JW1465'
 JW1465'TO REACH THE STATION FROM THE POST OFFICE IN KEYSER, GO NORTH ON
 JW1465'NORTH DAVIS STREET FOR 0.1 MILE TO THE JUNCTION OF ARMSTRONG
 JW1465'STREET AND STATE HIGHWAY 46.  TURN RIGHT ON STATE HIGHWAY 46 AND
 JW1465'GO EASTERLY FOR 1.0 MILE TO A SIDE ROAD LEFT.  CONTINUE EASTERLY
 JW1465'ON THE HIGHWAY FOR 1.3 MILES TO A FORK AND A HOUSE ON THE RIGHT.
 JW1465'TAKE THE RIGHT FORK AND GO UPHILL ON A ROCKY ROAD FOR 0.25 MILE
 JW1465'TO A HOUSE ON THE LEFT AT A CURVE.  CONTINUE UPHILL FOR 0.2
 JW1465'MILE TO A GATE, PASS THROUGH THE GATE AND CONTINUE UPHILL ON
 JW1465'THE MAIN ROAD FOR 0.4 MILE TO ANOTHER GATE.  PASS THROUGH THIS
 JW1465'GATE AND CONTINUE UPHILL FOR 0.25 MILE TO A LONE TREE IN A
 JW1465'SMALL CLEARING AND THE STATION ON THE RIGHT.
 JW1465'
 JW1465'STATION MARKS ARE STANDARD DISKS STAMPED---BAGGS 1975---.  THE
 JW1465'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JW1465'MONUMENT, THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 65 FEET
 JW1465'NORTHWEST OF THE TRACK ROAD AND 35 FEET EAST OF A LONE TREE WITH
 JW1465'AN OLD TRIANGLE BLAZE ON ITS SOUTHEAST SIDE.  THE UNDERGROUND
 JW1465'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 24 INCHES BELOW THE
 JW1465'GROUND SURFACE.
 JW1465'
 JW1465'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BAGGS NO 1 1975---,
 JW1465'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 JW1465'IS FLUSH WITH THE GROUND SURFACE.  IT IS 59 FEET NORTH OF THE
 JW1465'TRACK ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.
 JW1465'
 JW1465'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BAGGS NO 2 1975---,
 JW1465'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 JW1465'IS FLUSH WITH THE GROUND SURFACE.  IT IS 16 FEET NORTH OF THE
 JW1465'TRACK ROAD AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 JW1465'
 JW1465'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK DUE TO TIMBER
 JW1465'AND MOUNTAINOUS TERRAIN.
 JW1465'HEIGHT OF LIGHT ABOVE MARK 18.1 METERS.
 JW1465'THERE WAS AN OLD U.S. GEOLOGICAL SURVEY BENCH MARK DISK, NOT
 JW1465'STAMPED, LYING ON ITS SIDE UNDER THE TREE.  THERE WAS NO DATA
 JW1465'AVAILABLE TO DETERMINE A DESIGNATION FOR THIS MARK WHICH IS NO
 JW1465'LONGER USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3556 ***********************************************************************
 HW3556  DESIGNATION -  BALD
 HW3556  PID         -  HW3556
 HW3556  STATE/COUNTY-  WV/POCAHONTAS
 HW3556  USGS QUAD   -  CASS (1995)
 HW3556
 HW3556                         *CURRENT SURVEY CONTROL
 HW3556  ___________________________________________________________________
 HW3556* NAD 83(1995)-  38 26 53.29331(N)    079 55 52.76611(W)     ADJUSTED  
 HW3556* NAVD 88     -      1475.7    (meters)    4842.     (feet)  VERTCON   
 HW3556  ___________________________________________________________________
 HW3556  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 HW3556  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HW3556
 HW3556  HORZ ORDER  -  FIRST
 HW3556
 HW3556.The horizontal coordinates were established by classical geodetic methods
 HW3556.and adjusted by the National Geodetic Survey in April 1998..
 HW3556
 HW3556.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3556
 HW3556.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3556
 HW3556.The geoid height was determined by GEOID03.
 HW3556
 HW3556;                    North         East     Units Scale Factor Converg.
 HW3556;SPC WV S     -   161,265.826   693,282.363   MT  0.99993624   +0 39 38.3
 HW3556;UTM  17      - 4,256,079.468   593,254.302   MT  0.99970709   +0 39 52.4
 HW3556
 HW3556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3556!SPC WV S     -   0.99977328  x   0.99993624  =   0.99970954
 HW3556!UTM  17      -   0.99977328  x   0.99970709  =   0.99948044
 HW3556
 HW3556:                Primary Azimuth Mark                     Grid Az
 HW3556:SPC WV S     -  BARTON                                   359 46 38.1
 HW3556:UTM  17      -  BARTON                                   359 46 24.0
 HW3556
 HW3556|---------------------------------------------------------------------|
 HW3556| PID    Reference Object                     Distance      Geod. Az  |
 HW3556|                                                           dddmmss.s |
 HW3556| HW3580 BARTON                              APPROX.18.7 KM 0002616.4 |
 HW3556| DC3734 BALD RM 2                             2.743 METERS 04103     |
 HW3556| HW3557 BALD KNOB HOUSE 2 USFS 1941           2.575 METERS 10026     |
 HW3556| DC3733 BALD RM 1                             4.487 METERS 13308     |
 HW3556|---------------------------------------------------------------------|
 HW3556
 HW3556                          SUPERSEDED SURVEY CONTROL
 HW3556
 HW3556  NAD 83(1995)-  38 26 53.29994(N)    079 55 52.77529(W) AD(       ) 1
 HW3556  NAD 83(1986)-  38 26 53.29833(N)    079 55 52.77731(W) AD(       ) 1
 HW3556  NAD 27      -  38 26 52.87610(N)    079 55 53.55190(W) AD(       ) 1
 HW3556  NGVD 29 (07/19/86) 1475.8    (m)         4842.     (f) VERT ANG       
 HW3556
 HW3556.Superseded values are not recommended for survey control.
 HW3556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3556.See file dsdata.txt to determine how the superseded data were derived.
 HW3556
 HW3556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9325456079(NAD 83)
 HW3556_MARKER: DS = TRIANGULATION STATION DISK
 HW3556_SETTING: 80 = SET IN A BOULDER
 HW3556_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3556
 HW3556  HISTORY     - Date     Condition        Report By
 HW3556  HISTORY     - 1941     MONUMENTED       CGS
 HW3556  HISTORY     - 1944     GOOD             CGS
 HW3556  HISTORY     - 1957     GOOD             CGS
 HW3556
 HW3556                          STATION DESCRIPTION
 HW3556
 HW3556'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HW3556'THIS INTERSECTION STATION IS LOCATED
 HW3556'ABOUT 4 MILES N OF CASS.  IT IS IN A CLEARING
 HW3556'ON THE SUMMIT OF BARK ALLEGHENY
 HW3556'MOUNTAIN, NEAR THE BALD KNOB LOOKOUT
 HW3556'TOWER.  IT IS ABOUT 65 FEET WESTERLY FROM THE
 HW3556'CABIN AND AT THE
 HW3556'W SIDE OF THE FIRE TOWER.
 HW3556'
 HW3556'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 HW3556'IN A BOULDER.  IT
 HW3556'IS STAMPED BALK 1941.  THE MARK IS FLUSH WITH  THE GROUND.
 HW3556'
 HW3556'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE CONCRETE
 HW3556'BASE OF THE SE LEG
 HW3556'OF THE FIRE TOWER, AND IS STAMPED BALD NO. 1
 HW3556'1941.  THE DISTANCE FROM THE STATION
 HW3556'IS 4.470 METERS (14.66 FEET).
 HW3556'REFERENCE MARK NO. 1 IS SE OF THE STATION.
 HW3556'
 HW3556'REFERENCE MARK NO. 2 IS NE OF THE STATION AND IS A STANDARD
 HW3556'BRONZE DISK SET IN
 HW3556'THE CONCRETE BASE OF NW LEG OF THE FIRE TOWER,
 HW3556'AND IS STAMPED BALD NO. 2 1941.  IT
 HW3556'IS 2.744 METERS (9.00 FEET)
 HW3556'DISTANCE FROM STATION.
 HW3556'
 HW3556'U.S. DEPARTMENT OF AGRICULTURE TRIANGULATION STATION BALD
 HW3556'KNOB NO. 2 IS
 HW3556'LOCATED AT THE CENTER OF THE BASE OF THE LOOKOUT
 HW3556'TOWER.  IT IS MARKED BY A
 HW3556'STANDARD DISK (U.S.D.A.) SET IN THE TOP
 HW3556'OF A 3-INCH IRON PIPE THAT PROJECTS ABOUT 4
 HW3556'INCHES.  IT IS STAMPED
 HW3556'BALD KNOB HOUSE NO. 2 1934 1953.  THE DISTANCE FROM THE
 HW3556'STATION IS
 HW3556'2.575 METERS (8.45 FEET).
 HW3556'
 HW3556'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CASS, GO S
 HW3556'ONE SQUARE THEN
 HW3556'RIGHT (WESTERLY) ONE SQUARE TO A CROSS ROAD 0.1
 HW3556'MILE FROM THE RAILROAD.  TURN
 HW3556'RIGHT AT THE CROSS ROAD AND GO UP
 HW3556'LEATHERBARK CREEK FOR 2.1 MILES TO A CROSSROADS
 HW3556'ABOUT 100 YARDS W
 HW3556'OF THE OLIVER SCHOOLHOUSE.  HERE TURN RIGHT PASSING THE
 HW3556'SCHOOLHOUSE AND
 HW3556'GO 2.2 MILES TO THE WANLESS CHURCH ON THE LEFT SIDE OF
 HW3556'THE ROAD.  TURN LEFT
 HW3556'THROUGH A GATE ABOUT 75 YARDS S OF THE CHURCH
 HW3556'AND FOLLOW A LOGGING ROAD WESTERLY UP
 HW3556'THE MOUNTAIN FOR ABOUT 1/2
 HW3556'MILE TO A SAWMILL (THIS ROAD WAS NOT DRIVEN DUE TO WET
 HW3556'WEATHER) AND THE
 HW3556'END OF TRUCK TRAVEL.  FROM THE SAWMILL A FOOT PATH LEADS UP
 HW3556'THE RIDGE TO THE S OF
 HW3556'THE SAWMILL TO THE TOP OF THE MOUNTAIN AND
 HW3556'THE STATION.  THE CLIMB AFOOT REQUIRED ABOUT 2 HOURS.
 HW3556'
 HW3556'THE STATION WAS NOT OCCUPIED AS THE PARTY WAS DISBANDED DUE
 HW3556'TO HEAVY SNOWS.
 HW3556
 HW3556                          STATION RECOVERY (1944)
 HW3556
 HW3556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HW3556'ALL MARKS RECOVERED AS DESCRIBED.
 HW3556'
 HW3556'TO REACH THE STATION FROM THE DEPOT IN CASS, GO SW 1 BLOCK,
 HW3556'THENCE RIGHT 1
 HW3556'BLOCK TO A CROSSROADS 0.1 MILE FROM THE RAILROAD
 HW3556'TRACKS.  TURN RIGHT AT THE
 HW3556'CROSSROADS AND GO UP LEATHER BARK
 HW3556'CREEK FOR 2.1 MILES TO ANOTHER CROSSROADS,
 HW3556'TURN RIGHT AND GO 3.1
 HW3556'MILES TO THE WANLESS CHURCH ON THE LEFT.  TURN LEFT THROUGH A
 HW3556'GATE WHICH IS
 HW3556'ABOUT 75 YARDS S OF THE CHURCH AND FOLLOW AN OLD LOGGING
 HW3556'ROAD FOR 0.8 MILE TO THE
 HW3556'END OF TRUCK TRAVEL.  FROM THIS POINT
 HW3556'FOLLOW FOOT PATH UP THE MOUNTAIN TO THE
 HW3556'HIGHEST POINT AND THE STATION.
 HW3556'
 HW3556'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 HW3556
 HW3556                          STATION RECOVERY (1957)
 HW3556
 HW3556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3556'STATION ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HW3556'CONDITION.
 HW3556'
 HW3556'BALD KNOB HOUSE NO. 2 WAS NOT OBSERVED IN 1957 BECAUSE THE LEG OF OUR
 HW3556'POLE TOWER WAS IN LINE.
 HW3556'
 HW3556'FOLLOWING IS A NEW WAY TO REACH THE STATION.
 HW3556'
 HW3556'TO REACH FROM THE RAILROAD DEPOT IN CASS, WEST VIRGINIA, GO SOUTH AND
 HW3556'WEST ON BLACKTOP ROAD FOR
 HW3556'0.15 MILE TO A ROAD RIGHT AT SIGN DURBIN 15, TURN RIGHT TOWARD
 HW3556'DURBIN AND GO NORTHERLY ON NARROW
 HW3556'BLACKTOP ROAD FOR 4.05 MILES TO A ROAD RIGHT AND A
 HW3556'GATE ON THE LEFT (ABOUT 75 YARDS BEFORE REACHING A
 HW3556'CHURCH ON THE LEFT), TURN
 HW3556'LEFT THROUGH GATE AND GO WEST THROUGH PASTURE LAND ON DOZED OUT ROAD
 HW3556'(KEEPING THE MAIN TRAVELED
 HW3556'ROAD AND ALL RIGHT HAND FORKS) FOR 0.8 MILE TO THE TOP OF RIDGE ALONG
 HW3556'EDGE OF WOODS AND END OF TRUCK
 HW3556'TRAVEL, PACK LEFT PAST A LARGE LOG LYING ON GROUND
 HW3556'AND PICK UP TRAIL, FOLLOWING TRAIL INTO WOODS AND
 HW3556'UP STEEP SIDE OF MOUNTAIN IN A
 HW3556'WESTERLY DIRECTION TO OPENING IN TREES AT TOP OF MOUNTAIN, FROM HERE
 HW3556'(THE HIGHEST POINT) PACK WEST 50
 HW3556'DEGREES NORTH ALONG OLD BRUSHED OUT TRAIL ALONG ONCE A TELEPHONE LINE
 HW3556'FOR ABOUT 0.5 MILE TO LOOKOUT
 HW3556'TOWER AND THE STATION.  (ABOUT A 1 HOUR AND 20 MINUTE PACK)
 HW3556'
 HW3556'(NOTE- A 56 FOOT POLE TOWER WAS USED)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2870 ***********************************************************************
 HX2870  DESIGNATION -  BALD
 HX2870  PID         -  HX2870
 HX2870  STATE/COUNTY-  WV/LEWIS
 HX2870  USGS QUAD   -  ROANOKE (1989)
 HX2870
 HX2870                         *CURRENT SURVEY CONTROL
 HX2870  ___________________________________________________________________
 HX2870* NAD 83(1995)-  38 56 25.50481(N)    080 27 37.89027(W)     ADJUSTED  
 HX2870* NAVD 88     -       528.8    (meters)    1735.     (feet)  VERTCON   
 HX2870  ___________________________________________________________________
 HX2870  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 HX2870  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HX2870
 HX2870  HORZ ORDER  -  SECOND
 HX2870
 HX2870.The horizontal coordinates were established by classical geodetic methods
 HX2870.and adjusted by the National Geodetic Survey in April 1998..
 HX2870
 HX2870.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2870
 HX2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2870
 HX2870.The geoid height was determined by GEOID03.
 HX2870
 HX2870;                    North         East     Units Scale Factor Converg.
 HX2870;SPC WV S     -   215,510.354   646,772.269   MT  1.00001266   +0 20 00.6
 HX2870;UTM  17      - 4,310,303.080   546,753.379   MT  0.99962692   +0 20 20.7
 HX2870
 HX2870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2870!SPC WV S     -   0.99992209  x   1.00001266  =   0.99993475
 HX2870!UTM  17      -   0.99992209  x   0.99962692  =   0.99954904
 HX2870
 HX2870|---------------------------------------------------------------------|
 HX2870| PID    Reference Object                     Distance      Geod. Az  |
 HX2870|                                                           dddmmss.s |
 HX2870| DC3743 BALD RM 1                            16.807 METERS 09746     |
 HX2870| DC3744 BALD RM 2                            19.088 METERS 19121     |
 HX2870| DC3742 BALD AZ MK                                         2191558.7 |
 HX2870|---------------------------------------------------------------------|
 HX2870
 HX2870                          SUPERSEDED SURVEY CONTROL
 HX2870
 HX2870  NAD 83(1986)-  38 56 25.51004(N)    080 27 37.90060(W) AD(       ) 2
 HX2870  NAD 27      -  38 56 25.16280(N)    080 27 38.58030(W) AD(       ) 2
 HX2870  NGVD 29 (07/19/86)  529.0    (m)         1736.     (f) VERT ANG       
 HX2870
 HX2870.Superseded values are not recommended for survey control.
 HX2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2870.See file dsdata.txt to determine how the superseded data were derived.
 HX2870
 HX2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4675310303(NAD 83)
 HX2870_MARKER: DD = SURVEY DISK
 HX2870_SETTING: 0 = UNSPECIFIED SETTING
 HX2870
 HX2870  HISTORY     - Date     Condition        Report By
 HX2870  HISTORY     - 1956     MONUMENTED       USGS
 HX2870
 HX2870                          STATION DESCRIPTION
 HX2870
 HX2870'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (HDR)
 HX2870'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF WESTON 2 MILES EAST OF
 HX2870'THE ROANOKE POST OFFICE AND
 HX2870'IS ON THE SUMMIT KNOWN LOCALLY AS BALD KNOB.  IT IS 9 FEET SOUTH OF A
 HX2870'TRIANGLE-BLAZED OAK TREE AND 6
 HX2870'FEET NORTHWEST OF WITNESS POST.  THE MARK IS A STANDARD
 HX2870'U.S. GEOLOGICAL DISK SET IN A SANDSTONE POST
 HX2870'ABOUT 7 INCHES SQUARE AND PROJECTS ABOUT
 HX2870'3 INCHES.  THE DISK HAS NO STAMPING ON IT.
 HX2870'
 HX2870'REFERENCE MARK NO. 1 IS 52 FEET EAST OF WITNESS POST.  THE MARK
 HX2870'PROJECTS ABOUT 6 INCHES AND
 HX2870'THE DISK IS STAMPED BALD NO 1 1956.
 HX2870'
 HX2870'REFERENCE MARK NO. 2 IS 71 FEET SOUTH OF A TRIANGLE-BLAZED OAK TREE
 HX2870'AND 24 FEET EAST OF FENCE
 HX2870'LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BALD
 HX2870'NO 2 1956.
 HX2870'
 HX2870'TO REACH FROM THE TWO BANK BUILDINGS IN WESTON.  GO SOUTH ON U.S.
 HX2870'HIGHWAY 19 FOR 10.0 MILES TO
 HX2870'BRIDGE OVER WEST FORK CREEK AT ROANOKE, CONTINUE ON U.S. HIGHWAY 19
 HX2870'FOR 1.2 MILES TO SIDE ROAD LEFT
 HX2870'AND SIGN C. G. KERNS FUR FARM, TURN LEFT AND GO 0.1 MILE
 HX2870'THEN RIGHT CROSSING SMALL WOODEN BRIDGE AND
 HX2870'PASSING THROUGH GATE FOR 0.05 MILE TO THE
 HX2870'AZIMUTH MARK ON RIGHT.  CONTINUE EASTERLY ON DIRT ROAD FOR
 HX2870'0.25 MILE TO FARM, PASS THROUGH
 HX2870'GATE AND GO BETWEEN THE BARN AND HOUSE TO ANOTHER WOODEN GATE, PASS
 HX2870'THROUGH GATE AND GO NORTHERLY UP
 HX2870'GRADE FOR 0.25 MILE TO A POLE GATE, CONTINUE EASTERLY TO
 HX2870'TOP OF CLEARED KNOLL AND GO NORTHERLY FOR
 HX2870'0.25 MILE TO A GATE IN THE EDGE OF WOODS,
 HX2870'KEEP TO THE LEFT OF WOODS AND FENCE LINE AND GO NORTH FOR
 HX2870'0.35 MILE TO ANOTHER GATE IN THE
 HX2870'NORTHEAST CORNER OF CLEARED PASTURE.  CONTINUE NORTHERLY ON DIM TRACK
 HX2870'ROAD UP THROUGH THE WOODS FOR 0.2
 HX2870'MILE TO TOP OF RIDGE, CONTINUE NORTH ALONG RIDGE FOR 0.25
 HX2870'MILE TO HIGHEST POINT AND STATION AS   DESCRIBED.
 HX2870'
 HX2870'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1887 ***********************************************************************
 JX1887  DESIGNATION -  BALD
 JX1887  PID         -  JX1887
 JX1887  STATE/COUNTY-  WV/HARRISON
 JX1887  USGS QUAD   -  ROSEMONT (1976)
 JX1887
 JX1887                         *CURRENT SURVEY CONTROL
 JX1887  ___________________________________________________________________
 JX1887* NAD 83(1995)-  39 20 10.15991(N)    080 14 22.20579(W)     ADJUSTED  
 JX1887* NAVD 88     -       473.18   (+/-2cm)    1552.4    (feet)  VERTCON   
 JX1887  ___________________________________________________________________
 JX1887  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 JX1887  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JX1887
 JX1887  HORZ ORDER  -  FIRST
 JX1887  VERT ORDER  -  THIRD ? (See Below)
 JX1887
 JX1887.The horizontal coordinates were established by classical geodetic methods
 JX1887.and adjusted by the National Geodetic Survey in April 1998..
 JX1887
 JX1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1887.The vertical order pertains to the NGVD 29 superseded value.
 JX1887
 JX1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1887
 JX1887.The geoid height was determined by GEOID03.
 JX1887
 JX1887;                    North         East     Units Scale Factor Converg.
 JX1887;SPC WV N     -    93,089.642   536,247.545   MT  0.99995346   -0 28 17.9
 JX1887;UTM  17      - 4,354,356.923   565,540.536   MT  0.99965289   +0 28 55.5
 JX1887
 JX1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1887!SPC WV N     -   0.99993087  x   0.99995346  =   0.99988433
 JX1887!UTM  17      -   0.99993087  x   0.99965289  =   0.99958378
 JX1887
 JX1887:                Primary Azimuth Mark                     Grid Az
 JX1887:SPC WV N     -  BALD AZ MK                               093 00 36.8
 JX1887:UTM  17      -  BALD AZ MK                               092 03 23.4
 JX1887
 JX1887|---------------------------------------------------------------------|
 JX1887| PID    Reference Object                     Distance      Geod. Az  |
 JX1887|                                                           dddmmss.s |
 JX1887| CX3182 BALD AZ MK                                         0923218.9 |
 JX1887| CX3183 BALD AZ MK 2                                       0931258.8 |
 JX1887| CX3184 BALD RM 1                            23.252 METERS 12133     |
 JX1887| CX3185 BALD RM 2                            26.142 METERS 26004     |
 JX1887|---------------------------------------------------------------------|
 JX1887
 JX1887                          SUPERSEDED SURVEY CONTROL
 JX1887
 JX1887  NAD 83(1986)-  39 20 10.16272(N)    080 14 22.21518(W) AD(       ) 1
 JX1887  NAD 27      -  39 20 09.84380(N)    080 14 22.90420(W) AD(       ) 1
 JX1887  NGVD 29 (07/19/86)  473.36   (m)         1553.0    (f) LEVELING    3  
 JX1887
 JX1887.Superseded values are not recommended for survey control.
 JX1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1887.See file dsdata.txt to determine how the superseded data were derived.
 JX1887
 JX1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6554154357(NAD 83)
 JX1887_MARKER: DS = TRIANGULATION STATION DISK
 JX1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1887
 JX1887  HISTORY     - Date     Condition        Report By
 JX1887  HISTORY     - 1941     MONUMENTED       USGS
 JX1887  HISTORY     - 1964     GOOD             THOMAS
 JX1887  HISTORY     - 1967     GOOD             LOCENG
 JX1887  HISTORY     - 1975     GOOD             NGS
 JX1887  HISTORY     - 1978     GOOD             NGS
 JX1887  HISTORY     - 1982     GOOD             NGS
 JX1887
 JX1887                          STATION DESCRIPTION
 JX1887
 JX1887'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 JX1887'THE STATION IS ABOUT 5 MILES N OF THE TOWN OF BRIDGEPORT ON THE
 JX1887'HIGHEST POINT OF A
 JX1887'BALD PASTURE KNOB ON THE NUZUM ESTATE.  IT IS AN UNSTAMPED
 JX1887'STANDARD U.S. GEOLOGICAL
 JX1887'SURVEY COMBINATION TRIANGULATION
 JX1887'STATION AND BENCH MARK DISK SET IN THE TOP
 JX1887'OF A 6-INCH SQUARE
 JX1887'STONE POST WHICH PROJECTS ABOUT 6 INCHES.
 JX1887'
 JX1887'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 JX1887'
 JX1887'REFERENCE MARK NO. 1 PROJECTS 8 INCHES AND IS STAMPED BALD
 JX1887'USGS 1941 NO. 1.
 JX1887'
 JX1887'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND IS STAMPED BALD
 JX1887'USGS 1941 NO. 2.
 JX1887'
 JX1887'AZIMUTH MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A
 JX1887'BOULDER.  IT IS
 JX1887'LOCATED ABOUT 65 YARDS NW OF A ROAD Y-INTERSECTION,
 JX1887'ABOUT 40 FEET ENE OF A SMALL
 JX1887'DRAINAGE BRANCH, AND 38 FEET WSW OF
 JX1887'THE CENTER OF THE HIGHWAY.  IT IS STAMPED BALD USGS 1941.
 JX1887'
 JX1887'TO REACH FROM THE POST OFFICE IN THE SMALL TOWN OF BRIDGEPORT,
 JX1887'GO EASTERLY ON
 JX1887'U.S. HIGHWAY 50 FOR 0.6 MILE AND TURN LEFT ON
 JX1887'STATE HIGHWAY 73, THENCE
 JX1887'NORTHERLY 3.6 MILES TO A SECONDARY ROAD
 JX1887'ON THE RIGHT AND THE AZIMUTH ON THE LEFT,
 JX1887'THENCE CONTINUE ON 73
 JX1887'FOR 0.6 MILE AND TURN LEFT TOWARD SHINNSTON, LEAVING STATE
 JX1887'HIGHWAY 73,
 JX1887'THENCE NORTHWESTERLY 0.7 MILE AND TURN LEFT ONTO A FARM
 JX1887'ROAD, THENCE SOUTHERLY
 JX1887'0.2 MILE TO THE HOME OF MR. CARL NUZUM AND
 JX1887'THE END OF TRUCK TRAVEL.  CLIMB AFOOT
 JX1887'SOUTHERLY TO THE HIGHEST
 JX1887'POINT IN THE PASTURE AND THE STATION.  THE CLIMB
 JX1887'REQUIRED, 20
 JX1887'MINUTES WITH PACKS.
 JX1887'
 JX1887'4-FOOT LIGHTS AT EGYPT, MT. CLARE, AND DIXIE WERE VISIBLE
 JX1887'FROM THE GROUND, A
 JX1887'50-FOOT LIGHT AT SARDIS (U.S.G.S.) WAS VISIBLE
 JX1887'FROM THE GROUND, 64-FOOT LIGHTS AT
 JX1887'CLARKSBURG, ASHCROFT, AND
 JX1887'SHINNSTON WERE VISIBLE FROM THE GROUND.
 JX1887
 JX1887                          STATION RECOVERY (1964)
 JX1887
 JX1887'RECOVERY NOTE BY THOMAS ENG AND SURV 1964 (JPA)
 JX1887'BALD RECOVERED GOOD CONDITION.
 JX1887'
 JX1887'BALD USGS 1941 NO. 1 RECOVERED GOOD CONDITION.
 JX1887'
 JX1887'BALD USGS 1941 NO. 2 RECOVERED GOOD CONDITION.
 JX1887'
 JX1887'BALD AZ MK NOT FOUND.
 JX1887'
 JX1887'BALD AZ MK NOT FOUND AFTER A FAIRLY THOROUGH SEARCH.  APPARENTLY ROAD
 JX1887'WIDENING HAS REMOVED THE BOULDER.  FAIRMONT RADIO STATION WMMN
 JX1887'SOUTHWEST MAST IS VISIBLE FROM BALD.
 JX1887
 JX1887                          STATION RECOVERY (1967)
 JX1887
 JX1887'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (AWS)
 JX1887'BALD USGS 1941 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 JX1887'
 JX1887'SEARCH WAS MADE FOR AZIMUTH MARK AS DESCRIBED - ALL FEATURES LOCATED
 JX1887'EXCEPT BOULDER AND MARK.
 JX1887
 JX1887                          STATION RECOVERY (1975)
 JX1887
 JX1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX1887'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED. THE
 JX1887'DISTANCE TO REFERENCE MARK 1 DIFFERED FROM THE 1941 DATA BY
 JX1887'0.092 METER LONGER, AND REFERENCE MARK 2 DIFFERED BY 0.182
 JX1887'METER LONGER. THE DIRECTION TO REFERENCE MARK 1 CHECKED THE OLD
 JX1887'DATA AND REFERENCE MARK 2 DIFFERED BY 6 MINUTES AND 21 SECONDS.
 JX1887'THE AZIMUTH MARK WAS APPARENTLY DESTROYED BY THE CONSTRUCTION
 JX1887'OF INTERSTATE HIGHWAY 79. AN AZIMUTH MARK 2 WAS ESTABLISHED.
 JX1887'FOLLOWING IS A COMPLETE DESCRIPTION.
 JX1887'
 JX1887'THE STATION IS ABOUT 4 MILES NORTH OF BRIDGEPORT, 6 MILES NORTH
 JX1887'EAST OF CLARKSBURG, ON THE HIGHEST POINT OF A BALD PASTURE KNOB
 JX1887'AND IS ON PROPERTY OWNED BY GORDON WILLIAMS AND PERMISSION TO
 JX1887'USE THE STATION WAS GRANTED BY HIS SON WALTON DAVIS, WHO LIVES
 JX1887'ALONG THE ACCESS ROAD EAST OF THE STATION HILL.
 JX1887'
 JX1887'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JX1887'STATE HIGHWAY 73 IN THE EAST PORTION OF BRIDGEPORT, GO NORTHERLY
 JX1887'ON STATE HIGHWAY 73 FOR 3.8 MILES TO A SIDE ROAD LEFT AND THE
 JX1887'AZIMUTH MARK ON THE RIGHT. CONTINUE NORTH FOR 0.25 MILE TO A
 JX1887'SIDE ROAD LEFT. TURN LEFT AND GO WESTERLY ON A PAVED ROAD FOR
 JX1887'0.2 MILE TO A DOUBLE METAL GATE, PASS THROUGH THE GATE AND GO
 JX1887'UPHILL FOR 0.4 MILE TO A FORK, BEAR RIGHT ON A DIM TRACK ROAD
 JX1887'FOR 0.2 MILE TO A FENCE, TURN SHARP RIGHT AND PROCEED UPHILL
 JX1887'FOR FOR 0.15 MILE TO THE TOP OF THE HILL AND THE STATION.
 JX1887'
 JX1887'STATION MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY AND
 JX1887'IS---NOT STAMPED---. IT IS CEMENTED IN A 12-INCH SQUARE CONCRETE
 JX1887'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND. IT IS 10 FEET
 JX1887'NORTH OF A CAIRN.
 JX1887'
 JX1887'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BALD USGS NO 1
 JX1887'1975---, SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JX1887'8 INCHES ABOVE THE GROUND. IT IS 69 FEET NORTH OF THE CAIRN.
 JX1887'
 JX1887'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BALD USGS NO 2
 JX1887'1941---, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 JX1887'PROJECTS 8 INCHES ABOVE THE GROUND. IT IS 92 FEET WEST OF THE
 JX1887'CAIRN.
 JX1887'
 JX1887'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BALD 1941 AZ 2 1975---,
 JX1887'CEMENTED IN A DRILL HOLE IN AN OUT CROP OF BEDROCK ABOUT HALF
 JX1887'WAY UP A CUT BANK. IT IS 44.5 FEET EAST OF THE CENTER LINE OF
 JX1887'STATE HIGHWAY 73, 49 FEET WEST OF A FENCE ATOP THE CUTBANK, 107
 JX1887'FEET NORTH OF A SIGN POST-JCT I-79- AND 147 FEET SOUTH OF THE
 JX1887'CENTER LINE OF A GRAVEL ROAD.
 JX1887'
 JX1887'DISTANCE TO REFERENCE MARKS WERE COMPUTED FROM SLOPE MEASURMENT.
 JX1887'
 JX1887'DISTANCE BETWEEN REFERENCE MARKS WERE NOT MEASURED DUE TO TERRAIN.
 JX1887
 JX1887                          STATION RECOVERY (1978)
 JX1887
 JX1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 JX1887'STATION, RM NO. 1 AND NO. 2 RECOVERED AS DESCRIBED IN GOOD
 JX1887'CONDITION.
 JX1887'
 JX1887'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES N. OF
 JX1887'BRIDGEPORT.
 JX1887
 JX1887                          STATION RECOVERY (1982)
 JX1887
 JX1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DMM)
 JX1887'RECOVERED AS DESCRIBED EXCEPT THE TO REACH.
 JX1887'
 JX1887'TO REACH FROM THE INTERCHANGE OF INTERSTATE 79 AND US HIGHWAY 50
 JX1887'BETWEEN CLARKSBURG AND BRIDGEPORT PROCEED NORTH ON THE INTERSTATE
 JX1887'5.9 MILES TO THE SALTWELL ROAD EXIT (NO. 125) EXIT AND TURN LEFT
 JX1887'ON SALTWELL ROAD AND PROCEED 0.6 MILE, TURN LEFT ON ROAD TO
 JX1887'SHINNSTON AND PROCEED 0.7 MILES TO A PRIVATE GRAVEL ROAD ON THE
 JX1887'LEFT LEADING TO BALD KNOB WHICH IS ABOUT 0.8 MILES UP AND AROUND
 JX1887'THE EAST AND SOUTH SIDE OF THE KNOB.
 JX1887'
 JX1887'THE MARK IS LOCATED ON THE PROPERTY OF MR. CHARLES MALCOMB WHO
 JX1887'SHOULD BE CONSULTED BEFORE ENTERING THE AREA.  HIS BUSINESS PHONE
 JX1887'NUMBER IS 304/842-5710 AND HOME NUMBER 304/842-6689.
 JX1887'
 JX1887'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES NORTH
 JX1887'OF BRIDGEPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3442 ***********************************************************************
 GX3442  DESIGNATION -  BALD KNOB 2
 GX3442  PID         -  GX3442
 GX3442  STATE/COUNTY-  WV/BOONE
 GX3442  USGS QUAD   -  WHITESVILLE (1988)
 GX3442
 GX3442                         *CURRENT SURVEY CONTROL
 GX3442  ___________________________________________________________________
 GX3442* NAD 83(1995)-  37 53 16.09197(N)    081 37 02.40000(W)     ADJUSTED  
 GX3442* NAVD 88     -       725.     (meters)    2379.     (feet)  SCALED    
 GX3442  ___________________________________________________________________
 GX3442  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 GX3442  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GX3442
 GX3442  HORZ ORDER  -  FIRST
 GX3442
 GX3442.The horizontal coordinates were established by classical geodetic methods
 GX3442.and adjusted by the National Geodetic Survey in April 1998..
 GX3442
 GX3442.The orthometric height was scaled from a topographic map.
 GX3442
 GX3442.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3442
 GX3442.The geoid height was determined by GEOID03.
 GX3442
 GX3442;                    North         East     Units Scale Factor Converg.
 GX3442;SPC WV S     -    98,716.387   545,699.303   MT  0.99993901   -0 22 53.9
 GX3442;UTM  17      - 4,193,546.278   445,717.050   MT  0.99963629   -0 22 44.8
 GX3442
 GX3442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3442!SPC WV S     -   0.99989123  x   0.99993901  =   0.99983025
 GX3442!UTM  17      -   0.99989123  x   0.99963629  =   0.99952756
 GX3442
 GX3442|---------------------------------------------------------------------|
 GX3442| PID    Reference Object                     Distance      Geod. Az  |
 GX3442|                                                           dddmmss.s |
 GX3442| DC3737 BALD KNOB 2 RM 2                      9.027 METERS 05752     |
 GX3442| DC3738 BALD KNOB 2 RM 3                                   16324     |
 GX3442| GX3466 PINE                                APPROX.28.3 KM 2761742.9 |
 GX3442| DC3736 BALD KNOB 2 RM 1                      9.550 METERS 31740     |
 GX3442|---------------------------------------------------------------------|
 GX3442
 GX3442                          SUPERSEDED SURVEY CONTROL
 GX3442
 GX3442  NAD 83(1995)-  37 53 16.09530(N)    081 37 02.39918(W) AD(       ) 1
 GX3442  NAD 83(1986)-  37 53 16.09930(N)    081 37 02.40637(W) AD(       ) 1
 GX3442  NAD 27      -  37 53 15.71200(N)    081 37 03.00400(W) AD(       ) 1
 GX3442
 GX3442.Superseded values are not recommended for survey control.
 GX3442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3442.See file dsdata.txt to determine how the superseded data were derived.
 GX3442
 GX3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB4571793546(NAD 83)
 GX3442_MARKER: DS = TRIANGULATION STATION DISK
 GX3442_SETTING: 0 = UNSPECIFIED SETTING
 GX3442
 GX3442  HISTORY     - Date     Condition        Report By
 GX3442  HISTORY     - 1933     MONUMENTED       CGS
 GX3442
 GX3442                          STATION DESCRIPTION
 GX3442
 GX3442'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GX3442'STATION IS ON THE HIGHEST POINT OF RIDGE BETWEEN WEST FORK AND POND
 GX3442'FORK CREEKS ON WHAT IS KNOWN LOCALLY AS BALD KNOB, 2 MILES NE OF
 GX3442'BALD KNOB POST OFFICE. STATION IS AT THE EASTERN EDGE OF SUMMIT, 48
 GX3442'FEET S OF 40-INCH TWIN WHITE OAK STUMP.
 GX3442'
 GX3442'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 GX3442'BURIED STAKE.
 GX3442'
 GX3442'REFERENCE MARK NO. 1 IS NNW OF THE STATION, 16 FEET SE OF 40-INCH
 GX3442'TWIN WHITE OAK STUMP.
 GX3442'
 GX3442'REFERENCE MARK NO. 2 IS ENE OF THE STATION, 9 FEET N OF 18-INCH ASH
 GX3442'STUMP.
 GX3442'
 GX3442'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS SSW OF THE STATION, ABOUT 100
 GX3442'YARDS DISTANT, AND ON S SIDE OF TRAIL (FARM ROAD).
 GX3442'
 GX3442'TO REACH FROM MADISON, W. VA., TURN LEFT OFF STATE HIGHWAY 2 AT
 GX3442'WESTERN CITY LIMITS, PROCEED SE OVER COUNTY HIGHWAY 11.6 MILES TO THE
 GX3442'VILLAGE OF VAN, THE JUNCTION OF WEST FORK AND POND FORK CREEKS. KEEP
 GX3442'STRAIGHT AHEAD ALONG WEST FORK CREEK 6.1 MILES TO THE VILLAGE OF
 GX3442'BANDY, TURN LEFT ACROSS CREEK, FOLLOW 5.7 MILES TO THE HOME OF ROSCOE
 GX3442'COOK, WHICH IS THE END OF TRUCK TRAVEL. FOLLOW TRAIL N UP COOK
 GX3442'VALLEY, ABOUT 1-1/2 MILES TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3557 ***********************************************************************
 HW3557  DESIGNATION -  BALD KNOB HOUSE 2 USFS 1941
 HW3557  PID         -  HW3557
 HW3557  STATE/COUNTY-  WV/POCAHONTAS
 HW3557  USGS QUAD   -  CASS (1995)
 HW3557
 HW3557                         *CURRENT SURVEY CONTROL
 HW3557  ___________________________________________________________________
 HW3557* NAD 83(1995)-  38 26 53.27818(N)    079 55 52.66167(W)     ADJUSTED  
 HW3557* NAVD 88     -      1476.     (meters)    4843.     (feet)  SCALED    
 HW3557  ___________________________________________________________________
 HW3557  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 HW3557  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HW3557
 HW3557  HORZ ORDER  -  SECOND
 HW3557
 HW3557.The horizontal coordinates were established by classical geodetic methods
 HW3557.and adjusted by the National Geodetic Survey in April 1998..
 HW3557
 HW3557.The orthometric height was scaled from a topographic map.
 HW3557
 HW3557.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3557
 HW3557.The geoid height was determined by GEOID03.
 HW3557
 HW3557;                    North         East     Units Scale Factor Converg.
 HW3557;SPC WV S     -   161,265.389   693,284.900   MT  0.99993623   +0 39 38.4
 HW3557;UTM  17      - 4,256,079.031   593,256.839   MT  0.99970710   +0 39 52.5
 HW3557
 HW3557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3557!SPC WV S     -   0.99977325  x   0.99993623  =   0.99970950
 HW3557!UTM  17      -   0.99977325  x   0.99970710  =   0.99948042
 HW3557
 HW3557                          SUPERSEDED SURVEY CONTROL
 HW3557
 HW3557  NAD 83(1995)-  38 26 53.28481(N)    079 55 52.67086(W) AD(       ) 2
 HW3557  NAD 83(1986)-  38 26 53.28320(N)    079 55 52.67288(W) AD(       ) 2
 HW3557  NAD 27      -  38 26 52.86100(N)    079 55 53.44740(W) AD(       ) 2
 HW3557
 HW3557.Superseded values are not recommended for survey control.
 HW3557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3557.See file dsdata.txt to determine how the superseded data were derived.
 HW3557
 HW3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9325756079(NAD 83)
 HW3557_MARKER: DD = SURVEY DISK
 HW3557_SETTING: 0 = UNSPECIFIED SETTING
 HW3557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3557
 HW3557  HISTORY     - Date     Condition        Report By
 HW3557  HISTORY     - 1941     MONUMENTED       USFS
 HW3557
 HW3557                          STATION DESCRIPTION
 HW3557
 HW3557'DESCRIBED BY US FOREST SERVICE 1941
 HW3557'THIS INTERSECTION
 HW3557'STATION IS LOCATED
 HW3557'ABOUT 4 MILES N OF CASS.  IT IS IN A CLEARING
 HW3557'IS 2.744 METERS (9.00 FEET)
 HW3557'DISTANCE FROM STATION.
 HW3557'
 HW3557'U.S. DEPARTMENT OF AGRICULTURE TRIANGULATION STATION BALD
 HW3557'KNOB NO. 2 IS
 HW3557'LOCATED AT THE CENTER OF THE BASE OF THE LOOKOUT
 HW3557'TOWER.  IT IS MARKED BY A
 HW3557'STANDARD DISK (U.S.D.A.) SET IN THE TOP
 HW3557'OF A 3-INCH IRON PIPE THAT PROJECTS ABOUT 4
 HW3557'STATION IS
 HW3557'2.575 METERS (8.45 FEET).
 HW3557'
 HW3557'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CASS, GO S
 HW3557'ONE SQUARE THEN
 HW3557'RIGHT (WESTERLY) ONE SQUARE TO A CROSS ROAD 0.1
 HW3557'MILE FROM THE RAILROAD.  TURN
 HW3557'RIGHT AT THE CROSS ROAD AND GO UP
 HW3557'LEATHERBARK CREEK FOR 2.1 MILES TO A CROSSROADS
 HW3557'ABOUT 100 YARDS W
 HW3557'OF THE OLIVER SCHOOLHOUSE.  HERE TURN RIGHT PASSING THE
 HW3557'SCHOOLHOUSE AND
 HW3557'GO 2.2 MILES TO THE WANLESS CHURCH ON THE LEFT SIDE OF
 HW3557'THE ROAD.  TURN LEFT
 HW3557'THROUGH A GATE ABOUT 75 YARDS S OF THE CHURCH
 HW3557'AND FOLLOW A LOGGING ROAD WESTERLY UP
 HW3557'THE MOUNTAIN FOR ABOUT 1/2
 HW3557'MILE TO A SAWMILL (THIS ROAD WAS NOT DRIVEN DUE TO WET
 HW3557'WEATHER) AND THE
 HW3557'END OF TRUCK TRAVEL.  FROM THE SAWMILL A FOOT PATH LEADS UP
 HW3557'THE RIDGE TO THE S OF
 HW3557'THE SAWMILL TO THE TOP OF THE MOUNTAIN AND THE STATION.
 HW3557'THE CLIMB AFOOT REQUIRED ABOUT 2 HOURS.
 HW3557'
 HW3557'THE STATION WAS NOT OCCUPIED AS THE PARTY WAS
 HW3557'DISBANDED DUE TO HEAVY SNOWS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1451 ***********************************************************************
 JW1451  DESIGNATION -  BALD KNOB USGS 1956
 JW1451  PID         -  JW1451
 JW1451  STATE/COUNTY-  WV/HARDY
 JW1451  USGS QUAD   -  BAKER (1971)
 JW1451
 JW1451                         *CURRENT SURVEY CONTROL
 JW1451  ___________________________________________________________________
 JW1451* NAD 83(1995)-  39 05 49.80122(N)    078 44 33.84876(W)     ADJUSTED  
 JW1451* NAVD 88     -       881.     (meters)    2890.     (feet)  SCALED    
 JW1451  ___________________________________________________________________
 JW1451  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 JW1451  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JW1451
 JW1451  HORZ ORDER  -  SECOND
 JW1451
 JW1451.The horizontal coordinates were established by classical geodetic methods
 JW1451.and adjusted by the National Geodetic Survey in April 1998..
 JW1451
 JW1451.The orthometric height was scaled from a topographic map.
 JW1451
 JW1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1451
 JW1451.The geoid height was determined by GEOID03.
 JW1451
 JW1451;                    North         East     Units Scale Factor Converg.
 JW1451;SPC WV N     -    66,571.806   665,507.375   MT  0.99998305   +0 28 58.7
 JW1451;UTM  17      - 4,329,985.013   695,203.293   MT  1.00006921   +1 25 26.3
 JW1451
 JW1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1451!SPC WV N     -   0.99986693  x   0.99998305  =   0.99984998
 JW1451!UTM  17      -   0.99986693  x   1.00006921  =   0.99993613
 JW1451
 JW1451                          SUPERSEDED SURVEY CONTROL
 JW1451
 JW1451  NAD 83(1995)-  39 05 49.80527(N)    078 44 33.84957(W) AD(       ) 2
 JW1451  NAD 83(1995)-  39 05 49.80552(N)    078 44 33.85337(W) AD(       ) 2
 JW1451  NAD 83(1986)-  39 05 49.80595(N)    078 44 33.85321(W) AD(       ) 2
 JW1451  NAD 27      -  39 05 49.41920(N)    078 44 34.79680(W) AD(       ) 2
 JW1451
 JW1451.Superseded values are not recommended for survey control.
 JW1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1451.See file dsdata.txt to determine how the superseded data were derived.
 JW1451
 JW1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9520329985(NAD 83)
 JW1451_MARKER: X = CHISELED CROSS
 JW1451_SETTING: 66 = SET IN ROCK OUTCROP
 JW1451_SP_SET: SET IN ROCK OUTCROP
 JW1451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1451+STABILITY: POSITION/ELEVATION WELL
 JW1451
 JW1451  HISTORY     - Date     Condition        Report By
 JW1451  HISTORY     - 1956     MONUMENTED       USGS
 JW1451
 JW1451                          STATION DESCRIPTION
 JW1451
 JW1451'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WRH)
 JW1451'THE STATION IS LOCATED ABOUT 12 MILES AIRLINE EAST NORTHEAST
 JW1451'OF MOOREFIELD, 8
 JW1451'MILES WEST OF WARDENSVILLE, 4 MILES AIRLINE NORTH OF BAKER ON THE
 JW1451'HIGHEST PART OF SHORT MOUNTAIN.
 JW1451'TO REACH THE STATION FROM THE POST OFFICE IN NEEDMORE GO WEST AND
 JW1451'NORTHWEST ON STATE HIGHWAY
 JW1451'55 FOR 2.6 MILES TO A SIDE ROAD AND A MAIL BOX LETTERED W.S.
 JW1451'FUNKHOUSER ON THE RIGHT.  TURN
 JW1451'RIGHT AND GO NORTH 2.1 MILES TO A SCHOOLHOUSE ON THE RIGHT.
 JW1451'CONITNUE ABOUT 100 YARDS TO A SIDE
 JW1451'ROAD ON THE RIGHT.  TURN SHARP RIGHT AND GO EAST 0.5
 JW1451'MILE TO A T-ROAD.  TURN LEFT AND GO NORTH 1.0 MILE TO
 JW1451'A BOARD GATE ON THE RIGHT.  TURN
 JW1451'RIGHT, PASS THROUGH THE GATE, AND GO EAST 0.2 MILE TO A FORK AT THE
 JW1451'EAST END OF THE SECOND OF TWO
 JW1451'CREEKS CROSSED.  TAKE THE LEFT FORK AND USING A JEEP GO NORTHEAST AND
 JW1451'EAST UP HILL ON A DIM NARROW ROAD 1.6
 JW1451'MILES TO A T-ROAD ON THE TOP OF THE RIDGE.  TURN LEFT
 JW1451'AND GO NORTH 0.3 MILE TO A FORK.  TAKE THE LEFT
 JW1451'FORK AND GO NORTHWEST 0.1 MILE TO THE
 JW1451'END OF THE ROAD AND THE STATION.
 JW1451'
 JW1451'THE U.S. GEOLOGICAL SURVEY MARK IS A CROSS AND THE LETTERS US
 JW1451'CHISELED IN THE TOP A ROCK
 JW1451'THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 21.284
 JW1451'FEET, 6.488 METERS EAST OF
 JW1451'TRIANGULATION STATION SHORT.  THE CENTER OF THE MARK WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2992 ***********************************************************************
 HX2992  DESIGNATION -  BALL KNOB
 HX2992  PID         -  HX2992
 HX2992  STATE/COUNTY-  WV/WIRT
 HX2992  USGS QUAD   -  BURNING SPRINGS (1976)
 HX2992
 HX2992                         *CURRENT SURVEY CONTROL
 HX2992  ___________________________________________________________________
 HX2992* NAD 83(1995)-  38 56 40.06408(N)    081 18 47.30607(W)     ADJUSTED  
 HX2992* NAVD 88     -       363.85   (+/-2cm)    1193.7    (feet)  VERTCON   
 HX2992  ___________________________________________________________________
 HX2992  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 HX2992  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HX2992
 HX2992  HORZ ORDER  -  FIRST
 HX2992  VERT ORDER  -  THIRD ? (See Below)
 HX2992
 HX2992.The horizontal coordinates were established by classical geodetic methods
 HX2992.and adjusted by the National Geodetic Survey in April 1998..
 HX2992
 HX2992.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2992.The vertical order pertains to the NGVD 29 superseded value.
 HX2992
 HX2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2992
 HX2992.The geoid height was determined by GEOID03.
 HX2992
 HX2992;                    North         East     Units Scale Factor Converg.
 HX2992;SPC WV N     -    50,929.314   442,820.387   MT  1.00001096   -1 09 22.9
 HX2992;SPC WV S     -   215,869.066   572,852.247   MT  1.00001360   -0 11 36.9
 HX2992;UTM  17      - 4,310,660.140   472,863.395   MT  0.99960907   -0 11 48.6
 HX2992
 HX2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2992!SPC WV N     -   0.99994820  x   1.00001096  =   0.99995916
 HX2992!SPC WV S     -   0.99994820  x   1.00001360  =   0.99996180
 HX2992!UTM  17      -   0.99994820  x   0.99960907  =   0.99955729
 HX2992
 HX2992|---------------------------------------------------------------------|
 HX2992| PID    Reference Object                     Distance      Geod. Az  |
 HX2992|                                                           dddmmss.s |
 HX2992| DC3747 BALL KNOB RM 2                        6.782 METERS 22851     |
 HX2992| DC3746 BALL KNOB RM 1                        8.525 METERS 31414     |
 HX2992| DC3745 BALL KNOB AZ MK                                    3174705.7 |
 HX2992|---------------------------------------------------------------------|
 HX2992
 HX2992                          SUPERSEDED SURVEY CONTROL
 HX2992
 HX2992  NAD 83(1986)-  38 56 40.06954(N)    081 18 47.31268(W) AD(       ) 1
 HX2992  NAD 27      -  38 56 39.77200(N)    081 18 47.88400(W) AD(       ) 1
 HX2992  NGVD 29 (07/19/86)  364.01   (m)         1194.3    (f) LEVELING    3  
 HX2992
 HX2992.Superseded values are not recommended for survey control.
 HX2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2992.See file dsdata.txt to determine how the superseded data were derived.
 HX2992
 HX2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7286310660(NAD 83)
 HX2992_MARKER: DS = TRIANGULATION STATION DISK
 HX2992_SETTING: 0 = UNSPECIFIED SETTING
 HX2992
 HX2992  HISTORY     - Date     Condition        Report By
 HX2992  HISTORY     - 1944     MONUMENTED       CGS
 HX2992  HISTORY     - 1956     GOOD             CGS
 HX2992
 HX2992                          STATION DESCRIPTION
 HX2992
 HX2992'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2992'STATION IS LOCATED ABOUT 10 MILES NNE OF SPENCER, 4 MILES E OF
 HX2992'LUCILE, 2-1/2 MILES E OF CRESTON,
 HX2992'ON THE SUMMIT OF A HILL KNOWN AS BALL KNOB.  IT IS LOCATED
 HX2992'ON THE HIGHEST POINT OF THE
 HX2992'HILL AND IS 5 FEET W OF A WITNESS
 HX2992'POST.  STAMPED BALL KNOB 1944.
 HX2992'
 HX2992'SURFACE STATION MARK AND REFERENCE MARKS ARE BRONZE DISKS
 HX2992'SET IN CONCRETE AT
 HX2992'THE CENTERS OF THE TOPS OF TILES.  UNDERGROUND
 HX2992'MARK AND AZIMUTH MARK ARE BRONZE
 HX2992'DISKS SET IN CONCRETE.
 HX2992'REFERENCE MARK 1 IS 32 FEET NW OF A WITNESS POST AND IS
 HX2992'STAMPED BALL KNOB NO1 1944.
 HX2992'
 HX2992'REFERENCE MARK 2 IS 24 FEET SW OF A WITNESS POST AND IS
 HX2992'STAMPED BALL KNOB NO 2 1944.
 HX2992'
 HX2992'AZIMUTH MARK IS ON THE W SIDE OF THE ROAD, 22 FEET W OF THE
 HX2992'CENTER LINE OF THE
 HX2992'ROAD, AND 4 FEET SE OF A WITNESS POST.  IT IS
 HX2992'STAMPED BALL KNOB 1944.
 HX2992'
 HX2992'TO REACH THE STATION FROM REEDY, GO N ON STATE HIGHWAY 14
 HX2992'FOR 3 MILES TO THE
 HX2992'BRIDGE OVER REEDY CREEK, CROSS BRIDGE AND TURN
 HX2992'RIGHT ON A CRUSHED-ROCK ROAD AND GO
 HX2992'6.4 MILES TO A SHELTER HOUSE
 HX2992'ON THE LEFT AT CROSSROADS, TURN SHARP RIGHT AND GO
 HX2992'0.25 MILE TO
 HX2992'A REVERSE FORK.  TURN SHARP LEFT ON MAIN ROAD AND GO 1.8 MILES
 HX2992'TO THE AZIMUTH
 HX2992'MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR
 HX2992'0.55 MILE TO A FARM LANE LEFT,
 HX2992'TURN SHARP LEFT INTO LANE AND GO
 HX2992'ABOUT 50 YARDS TO THE BASE OF THE HILL AND END OF
 HX2992'TRUCK TRAVEL,
 HX2992'FROM HERE FOLLOW PATH UP HILL FOR ABOUT 75 YARDS TO THE TOP AND
 HX2992'STATION.
 HX2992'
 HX2992'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HX2992
 HX2992                          STATION RECOVERY (1956)
 HX2992
 HX2992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2992'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HX2992'CONDITION.  A CHECK WAS MADE OF THE
 HX2992'DISTANCE AND DIRECTION TO THE MARKS AND FOUND TO BE CORRECT.
 HX2992'
 HX2992'DUE TO CHANGES IN ROADS A NEW TO REACH FOLLOWS.
 HX2992'
 HX2992'TO REACH FROM THE VILLAGE OF REEDY GO NORTH ON STATE HIGHWAY NO. 14
 HX2992'FOR 3.45 MILES TO SIDE ROAD RIGHT
 HX2992'JUST AFTER CROSSING BRIDGE OVER REEDY CREEK.  TURN RIGHT AND GO
 HX2992'EASTERLY ON NARROW MACADAM ROAD FOR
 HX2992'6.3 MILES TO T ROAD.  TURN RIGHT AND GO SOUTHERLY ON CLAY ROAD
 HX2992'CROSSING BRIDGE FOR 0.2 MILE TO FORKS.  TAKE
 HX2992'LEFT FORK AND CONTINUE UP HILL ON CLAY ROAD
 HX2992'FOR 1.75 MILE TO AZIMUTH MARK ON RIGHT (WEST) SIDE OF ROAD.
 HX2992'CONTINUE SOUTHEASTERLY ON CLAY ROAD
 HX2992'FOR 0.35 MILE TO FORKS.  TAKE LEFT FORK AND GO NORTHERLY FOR 0.1 MILE
 HX2992'TO FARM YARD, AND END OF TRUCK
 HX2992'TRAVEL.  PACK NORTHERLY ABOUT 100 YARDS TO TOP OF HILL AND STATION
 HX2992'IN SMALL CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3542 ***********************************************************************
 HW3542  DESIGNATION -  BANK
 HW3542  PID         -  HW3542
 HW3542  STATE/COUNTY-  WV/POCAHONTAS
 HW3542  USGS QUAD   -  GREEN BANK (1995)
 HW3542
 HW3542                         *CURRENT SURVEY CONTROL
 HW3542  ___________________________________________________________________
 HW3542* NAD 83(1995)-  38 25 31.32638(N)    079 49 29.13394(W)     ADJUSTED  
 HW3542* NAVD 88     -       823.188  (meters)    2700.74   (feet)  ADJUSTED  
 HW3542  ___________________________________________________________________
 HW3542  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 HW3542  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HW3542  DYNAMIC HT  -         822.520 (meters)    2698.55  (feet)  COMP
 HW3542  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 HW3542
 HW3542  HORZ ORDER  -  THIRD
 HW3542  VERT ORDER  -  THIRD
 HW3542
 HW3542.The horizontal coordinates were established by classical geodetic methods
 HW3542.and adjusted by the National Geodetic Survey in April 1998..
 HW3542
 HW3542.The orthometric height was determined by differential leveling
 HW3542.and adjusted by the National Geodetic Survey in March 1994..
 HW3542
 HW3542.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3542
 HW3542.The geoid height was determined by GEOID03.
 HW3542
 HW3542.The dynamic height is computed by dividing the NAVD 88
 HW3542.geopotential number by the normal gravity value computed on the
 HW3542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3542.degrees latitude (g = 980.6199 gals.).
 HW3542
 HW3542.The modeled gravity was interpolated from observed gravity values.
 HW3542
 HW3542;                    North         East     Units Scale Factor Converg.
 HW3542;SPC WV S     -   158,851.372   702,615.710   MT  0.99993449   +0 43 35.5
 HW3542;UTM  17      - 4,253,666.178   602,585.788   MT  0.99972960   +0 43 49.7
 HW3542
 HW3542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3542!SPC WV S     -   0.99987567  x   0.99993449  =   0.99981016
 HW3542!UTM  17      -   0.99987567  x   0.99972960  =   0.99960530
 HW3542
 HW3542:                Primary Azimuth Mark                     Grid Az
 HW3542:SPC WV S     -  BANK AZ MK                               051 59 56.5
 HW3542:UTM  17      -  BANK AZ MK                               051 59 42.3
 HW3542
 HW3542|---------------------------------------------------------------------|
 HW3542| PID    Reference Object                     Distance      Geod. Az  |
 HW3542|                                                           dddmmss.s |
 HW3542| DC3748 BANK AZ MK                                         0524332.0 |
 HW3542| DC3750 BANK RM 2                             9.002 METERS 21826     |
 HW3542| DC3749 BANK RM 1                            11.695 METERS 23628     |
 HW3542|---------------------------------------------------------------------|
 HW3542
 HW3542                          SUPERSEDED SURVEY CONTROL
 HW3542
 HW3542  NAD 83(1995)-  38 25 31.32705(N)    079 49 29.13420(W) AD(       ) 3
 HW3542  NAD 83(1986)-  38 25 31.32810(N)    079 49 29.14154(W) AD(       ) 3
 HW3542  NAD 27      -  38 25 30.90000(N)    079 49 29.94000(W) AD(       ) 3
 HW3542  NGVD 29 (07/19/86)  823.1    (m)         2700.     (f) VERT ANG       
 HW3542
 HW3542.Superseded values are not recommended for survey control.
 HW3542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3542.See file dsdata.txt to determine how the superseded data were derived.
 HW3542
 HW3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0258653666(NAD 83)
 HW3542_MARKER: DS = TRIANGULATION STATION DISK
 HW3542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3542_SP_SET: CONCRETE POST
 HW3542_STAMPING: BANK 1957
 HW3542_MARK LOGO: CGS   
 HW3542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3542+STABILITY: SURFACE MOTION
 HW3542
 HW3542  HISTORY     - Date     Condition        Report By
 HW3542  HISTORY     - 1957     MONUMENTED       CGS
 HW3542  HISTORY     - 19700826 GOOD             USAF
 HW3542
 HW3542                          STATION DESCRIPTION
 HW3542
 HW3542'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3542'THE STATION IS APPROXIMATELY 0.5 MILE NORTHEAST OF THE POST OFFICE AT
 HW3542'GREEN BANK, 0.8 MILE
 HW3542'SOUTH-SOUTHWEST OF THE POST OFFICE AT ARBOVALE AND IN THE SOUTHEAST
 HW3542'CORNER OF THE GREEN BANK HIGH
 HW3542'SCHOOL YARD.
 HW3542'
 HW3542'TO REACH FROM THE POST OFFICE IN GREEN BANK, GO EAST ON STATE HIGHWAY
 HW3542'28 FOR 0.5 MILE TO A SIDE
 HW3542'ROAD LEFT JUST AFTER PASSING THE GREEN BANK HIGH SCHOOL AND THE
 HW3542'STATION ON THE LEFT.
 HW3542'
 HW3542'STATION MARKS ARE STANDARD DISKS STAMPED BANK 1957.  THE SURFACE DISK
 HW3542'IS SET IN A SQUARE CONCRETE
 HW3542'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS SET IN THE
 HW3542'SOUTHEAST CORNER OF THE SCHOOL
 HW3542'YARD, 26 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 HW3542'28, 25 FEET WEST OF THE CENTER OF A SIDE ROAD
 HW3542'LEADING NORTH AND 3.6 FEET NORTHWEST
 HW3542'OF THE SOUTHEAST FENCE CORNER.  THE UNDERGROUND DISK IS SET IN
 HW3542'AN IRREGULAR MASS OF CONCRETE
 HW3542'30 INCHES BELOW THE SURFACE OF THE GROUND.
 HW3542'
 HW3542'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BANK NO 1 1957, IS SET
 HW3542'IN A SQUARE CONCRETE POST
 HW3542'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 55 FEET EAST OF
 HW3542'THE CENTER OF THE SIDEWALK LEADING
 HW3542'TO THE FRONT ENTRANCE TO THE GREEN BANK HIGH SCHOOL,
 HW3542'41 FEET WEST OF THE SOUTHEAST FENCE CORNER AND 25
 HW3542'FEET NORTH OF THE CENTER LINE OF
 HW3542'STATE HIGHWAY 28.
 HW3542'
 HW3542'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BANK NO 2 1957, IS SET
 HW3542'IN A SQUARE CONCRETE POST
 HW3542'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 79 FEET
 HW3542'SOUTHEAST OF THE SOUTHEAST CORNER
 HW3542'OF THE SCHOOL BUILDING, 32.6 FEET NORTH OF THE SOUTHEAST
 HW3542'FENCE CORNER AND 24 FEET WEST OF THE
 HW3542'CENTER OF THE SIDE ROAD LEADING NORTH.
 HW3542'
 HW3542'AZIMUTH MARK IS A STANDARD DISK STAMPED BANK 1957, SET IN A SQUARE
 HW3542'CONCRETE POST WHICH PROJECTS
 HW3542'3 INCHES.  IT IS 23 FEET WEST-NORTHWEST OF THE CENTER LINE OF STATE
 HW3542'HIGHWAY 28, 21 FEET SOUTH OF A
 HW3542'POWER LINE POLE WITH A TRANSFORMER, 11 FEET SOUTHWEST
 HW3542'OF THE CENTER LINE OF A DRIVEWAY AND A CATTLE
 HW3542'GUARD AND 1 FOOT WEST OF A FENCE LINE.
 HW3542'A STANDARD WITNESS POST WAS SET 2 FEET NORTH OF THE MARK.
 HW3542'
 HW3542'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY ON STATE
 HW3542'HIGHWAY 28 FOR 0.5 MILE TO A
 HW3542'SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 28 FOR
 HW3542'ABOUT 50 YARDS TO A DRIVEWAY WITH A
 HW3542'CATTLE GUARD TO THE LEFT AND THE AZIMUTH MARK ON THE LEFT.
 HW3542'
 HW3542'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 HW3542
 HW3542                          STATION RECOVERY (1970)
 HW3542
 HW3542'RECOVERY NOTE BY US AIR FORCE 1970
 HW3542'ABOUT 0.5 MILE NORTHEAST OF THE POST OFFICE AT GREEN BANK, 0.8 MILE
 HW3542'SOUTH-SOUTHWEST OF THE POST OFFICE ARBOVALE AND IN THE SOUTHEAST
 HW3542'CORNER OF THE GREEN BANK HIGH SCHOOL YARD, TO REACH FROM THE POST
 HW3542'OFFICE IN GREEN BANK, GO EAST ON STATE HIGHWAY 28 FOR 0.5 MILE TO A
 HW3542'SIDE ROAD LEFT AFTER PASSING THE SCHOOL AND THE STATION ON THE LEFT.
 HW3542'SET IN THE SOUTHEAST CORNER OF THE SCHOOL YARD, 26 FEET NORTH OF THE
 HW3542'CENTER LINE OF STATE HIGHWAY 28, 25 FEET WEST OF THE CENTER OF THE
 HW3542'SIDE ROAD LEADING NORTH, AND 3.6 FEET NORTHWEST OF THE SOUTHEAST
 HW3542'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0714 ***********************************************************************
 HX0714  DESIGNATION -  BANNOCK
 HX0714  PID         -  HX0714
 HX0714  STATE/COUNTY-  WV/POCAHONTAS
 HX0714  USGS QUAD   -  SHARP KNOB (1995)
 HX0714
 HX0714                         *CURRENT SURVEY CONTROL
 HX0714  ___________________________________________________________________
 HX0714* NAD 83(1995)-  38 22 42.23234(N)    080 14 07.02106(W)     ADJUSTED  
 HX0714* NAVD 88     -      1241.183  (meters)    4072.11   (feet)  ADJUSTED  
 HX0714  ___________________________________________________________________
 HX0714  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 HX0714  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0714  DYNAMIC HT  -        1240.191 (meters)    4068.86  (feet)  COMP
 HX0714  MODELED GRAV-     979,784.0   (mgal)                       NAVD 88
 HX0714
 HX0714  HORZ ORDER  -  THIRD
 HX0714  VERT ORDER  -  SECOND    CLASS 0
 HX0714
 HX0714.The horizontal coordinates were established by classical geodetic methods
 HX0714.and adjusted by the National Geodetic Survey in April 1998..
 HX0714
 HX0714.The orthometric height was determined by differential leveling
 HX0714.and adjusted by the National Geodetic Survey in June 1991..
 HX0714
 HX0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX0714
 HX0714.The geoid height was determined by GEOID03.
 HX0714
 HX0714.The dynamic height is computed by dividing the NAVD 88
 HX0714.geopotential number by the normal gravity value computed on the
 HX0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0714.degrees latitude (g = 980.6199 gals.).
 HX0714
 HX0714.The modeled gravity was interpolated from observed gravity values.
 HX0714
 HX0714;                    North         East     Units Scale Factor Converg.
 HX0714;SPC WV S     -   153,262.833   666,814.985   MT  0.99993139   +0 28 21.9
 HX0714;UTM  17      - 4,248,077.156   566,794.059   MT  0.99965494   +0 28 29.3
 HX0714
 HX0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX0714!SPC WV S     -   0.99981006  x   0.99993139  =   0.99974147
 HX0714!UTM  17      -   0.99981006  x   0.99965494  =   0.99946507
 HX0714
 HX0714|---------------------------------------------------------------------|
 HX0714| PID    Reference Object                     Distance      Geod. Az  |
 HX0714|                                                           dddmmss.s |
 HX0714| HX0713 BANNOCK RM 1                         19.398 METERS 05203     |
 HX0714| HX0715 BANNOCK RM 2                         17.832 METERS 18226     |
 HX0714| HX2900 RED                                 APPROX.18.2 KM 2610909.4 |
 HX0714| HX2860 WEBSTER SPRINGS ATT MICROWAVE       APPROX.17.3 KM 3272710.3 |
 HX0714|---------------------------------------------------------------------|
 HX0714
 HX0714                          SUPERSEDED SURVEY CONTROL
 HX0714
 HX0714  NAD 83(1986)-  38 22 42.23789(N)    080 14 07.03455(W) AD(       ) 3
 HX0714  NAD 27      -  38 22 41.82270(N)    080 14 07.78690(W) AD(       ) 3
 HX0714  NGVD 29 (??/??/92) 1241.295  (m)         4072.48   (f) ADJ UNCH    2 0
 HX0714
 HX0714.Superseded values are not recommended for survey control.
 HX0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0714.See file dsdata.txt to determine how the superseded data were derived.
 HX0714
 HX0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC6679448077(NAD 83)
 HX0714_MARKER: DS = TRIANGULATION STATION DISK
 HX0714_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX0714_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX0714_STAMPING: BANNOCK 1961
 HX0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0714
 HX0714  HISTORY     - Date     Condition        Report By
 HX0714  HISTORY     - 1961     MONUMENTED       CGS
 HX0714  HISTORY     - 1962     GOOD             NGS
 HX0714
 HX0714                          STATION DESCRIPTION
 HX0714
 HX0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX0714'STATION IS LOCATED ON THE SUMMIT OF A LOW TIMBER COVERED RIDGE, ON
 HX0714'TURKEY MOUNTAIN,
 HX0714'IN THE MONONGAHELA NATIONAL FOREST, ABOUT 1/2 MILE SOUTHEAST
 HX0714'OF A POINT WHERE THE RANDOLPH,
 HX0714'WEBSTER AND POCAHONTAS COUNTY LINES JOIN.
 HX0714'
 HX0714'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 HX0714'HIGHWAY 39 WHICH
 HX0714'IS AT THE WEST EDGE OF MARLINTON.  GO NORTH ON HIGHWAY 219
 HX0714'FOR 3.5 MILES.  TURN LEFT AND
 HX0714'FOLLOW A MACADAM ROAD, TOWARD WOODROW FOR
 HX0714'1.15 MILES TO A FORK, KEEP RIGHT AND CONTINUE
 HX0714'STRAIGHT AHEAD FOR 3.45 MILES
 HX0714'TO A FORK AT WOODROW, KEEP LEFT AND GO 1.7 MILES TO A FORK, KEEP
 HX0714'LEFT AND CONTINUE ON A
 HX0714'GRAVELED ROAD, TOWARD WILLIAMS RIVER FOR 2.95 MILES TO A
 HX0714'FORK, KEEP RIGHT AND FOLLOW U.S.
 HX0714'FOREST SERVICE ROUTE 76 FOR 1.1 MILES TO
 HX0714'A FORK, KEEP RIGHT AND CONTINUE FOR 3.1 MILE TO A
 HX0714'T-ROAD RIGHT.  TURN RIGHT,
 HX0714'CROSS A BRIDGE AND CONTINUE FOR 4.95 MILES TO A BLAZED TREE ON LEFT
 HX0714'AND A CLEARED TRAIL
 HX0714'LEADING LEFT.  PACK WESTERLY ON TRAIL, UPHILL FOR ABOUT 0.3
 HX0714'MILE.  TURN RIGHT AND CONTINUE
 HX0714'UPHILL ON CLEARED TRAIL FOR ABOUT 150 YARDS
 HX0714'TO THE HIGHEST POINT AND STATION.
 HX0714'
 HX0714'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF CONCRETE FILLED
 HX0714'3-INCH ORANGEBURG
 HX0714'PIPE WHICH ARE BURIED IN THE GROUND.
 HX0714'
 HX0714'STATION MARK IS STAMPED BANNOCK 1961 AND PROJECTS ABOUT 6 INCHES.  IT
 HX0714'IS 12 FEET
 HX0714'WEST-NORTHWEST OF A 8-INCH TRIANGULAR BLAZED TREE, 3 FEET WEST
 HX0714'OF A METAL WITNESS POST AND
 HX0714'10.2 FEET SOUTH-SOUTHWEST OF A 6-INCH TRIANGULAR BLAZED TREE.
 HX0714'
 HX0714'REFERENCE MARK NUMBER 1 IS STAMPED BANNOCK NO 1 1961 AND PROJECTS
 HX0714'ABOUT 6 INCHES.
 HX0714'IT IS 53.5 FEET NORTHEAST OF THE WITNESS POST AND 53.9
 HX0714'FEET NORTHEAST OF THE 6-INCH BLAZED
 HX0714'TREE.
 HX0714'
 HX0714'REFERENCE MARK NUMBER 2 IS STAMPED BANNOCK NO 2 1961 AND PROJECTS
 HX0714'ABOUT 5 INCHES.
 HX0714'IT IS 53 FEET SOUTH-SOUTHWEST OF THE 8-INCH BLAZED TREE
 HX0714'AND 57 FOOT SOUTH OF THE WITNESS POST.
 HX0714'
 HX0714'NO SUITABLE LOCATION WAS FOUND TO SET AN AZIMUTH MARK FOR THE
 HX0714'STATION.
 HX0714'
 HX0714'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HX0714
 HX0714                          STATION RECOVERY (1962)
 HX0714
 HX0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX0714'13 MI NW FROM WOODROW.
 HX0714'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0714'SCHOOL AT WOODROW, THENCE ABOUT 3.8 MILES NORTHWEST ALONG U.S.
 HX0714'FORESTRY ROAD 76, THENCE ABOUT 2.9 MILES NORTHWEST ALONG U.S.
 HX0714'FORESTRY ROAD 86, THENCE ABOUT 4.6 MILES NORTHEAST ALONG U.S.
 HX0714'FORESTRY ROAD 135, THENCE ABOUT 0.3 MILE NORTHWEST ALONG A OLD
 HX0714'TRAIL TO THE FOOT OF A HIGH KNOB ON TURKEY MOUNTAIN, THENCE ABOUT
 HX0714'40 YARDS NORTHWEST TO THE SUMMIT OF THE MOUNTAIN, SET IN THE
 HX0714'CENTER OF A CLEARED AREA WHERE SEVERAL LARGE TREES HAVE BEEN
 HX0714'UPROOTED OR CUT DOWN, 10 1/2 FEET SOUTHWEST OF A 18-INCH
 HX0714'BEECH TREE WITH A 6-INCH TRIANGULAR BLAZE, 12 FEET NORTHWEST
 HX0714'OF ANOTHER 18-INCH BEECH TREE WITH A 6-INCH TRIANGULAR BLAZE,
 HX0714'3.1 FEET WEST NORTHWEST OF A STEEL WITNESS POST, AND IS SET
 HX0714'IN THE TOP OF A 5-INCH ORANGEBURG CONCRETE FILLED PIPE THAT
 HX0714'IS PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0713 ***********************************************************************
 HX0713  DESIGNATION -  BANNOCK RM 1
 HX0713  PID         -  HX0713
 HX0713  STATE/COUNTY-  WV/POCAHONTAS
 HX0713  USGS QUAD   -  SHARP KNOB (1995)
 HX0713
 HX0713                         *CURRENT SURVEY CONTROL
 HX0713  ___________________________________________________________________
 HX0713* NAD 83(1986)-  38 22 41.     (N)    080 14 06.     (W)     SCALED    
 HX0713* NAVD 88     -      1240.881  (meters)    4071.12   (feet)  ADJUSTED  
 HX0713  ___________________________________________________________________
 HX0713  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0713  DYNAMIC HT  -        1239.890 (meters)    4067.87  (feet)  COMP
 HX0713  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 HX0713
 HX0713  VERT ORDER  -  SECOND    CLASS 0
 HX0713
 HX0713.The horizontal coordinates were scaled from a topographic map and have
 HX0713.an estimated accuracy of +/- 6 seconds.
 HX0713
 HX0713.The orthometric height was determined by differential leveling
 HX0713.and adjusted by the National Geodetic Survey in June 1991..
 HX0713
 HX0713.The geoid height was determined by GEOID03.
 HX0713
 HX0713.The dynamic height is computed by dividing the NAVD 88
 HX0713.geopotential number by the normal gravity value computed on the
 HX0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0713.degrees latitude (g = 980.6199 gals.).
 HX0713
 HX0713.The modeled gravity was interpolated from observed gravity values.
 HX0713
 HX0713;                    North         East    Units  Estimated Accuracy
 HX0713;SPC WV S     -   153,230.      666,840.      MT  (+/- 180 meters Scaled)
 HX0713
 HX0713                          SUPERSEDED SURVEY CONTROL
 HX0713
 HX0713  NGVD 29 (??/??/92) 1240.993  (m)         4071.49   (f) ADJ UNCH    2 0
 HX0713
 HX0713.Superseded values are not recommended for survey control.
 HX0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0713.See file dsdata.txt to determine how the superseded data were derived.
 HX0713
 HX0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC668480(NAD 83)
 HX0713_MARKER: DR = REFERENCE MARK DISK
 HX0713_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX0713_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX0713_STAMPING: BANNOCK NO 1 1961
 HX0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0713
 HX0713  HISTORY     - Date     Condition        Report By
 HX0713  HISTORY     - 1961     MONUMENTED       CGS
 HX0713  HISTORY     - 1962     GOOD             NGS
 HX0713
 HX0713                          STATION DESCRIPTION
 HX0713
 HX0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0713'13 MI NW FROM WOODROW.
 HX0713'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0713'SCHOOL AT WOODROW, THENCE ABOUT 3.8 MILES NORTHWEST ALONG U.S.
 HX0713'FORESTRY ROAD 76, THENCE ABOUT 2.9 MILES NORTHWEST ALONG U.S.
 HX0713'FORESTRY ROAD 86, THENCE ABOUT 4.6 MILES NORTHEAST ALONG U.S.
 HX0713'FORESTRY ROAD 135, THENCE ABOUT 0.3 MILES NORTHWEST ALONG OLD
 HX0713'CLEARED TRAIL TO THE FOOT OF A HIGH KNOB ON TURKEY MOUNTAIN,
 HX0713'ABOUT 140 YARDS NORTHWEST UP THE TOP OF THE KNOB WHICH IS THE
 HX0713'HIGHEST POINT IN THIS VICINITY, 63.7 FEET NORTHEAST OF A
 HX0713'TRIANGULATION STATION (BANNOCK), 17 FEET WEST OF THE TOP OF THE
 HX0713'BANK WHERE THE HILL MAKES A STEEP SLOPE TO THE EAST ON THE EAST
 HX0713'SIDE OF THE KNOB, 35.5 FEET SOUTH OF A LONG 6-INCH SPRUCE TREE,
 HX0713'ABOUT 63 FEET NORTHEAST OF A STEEL WITNESS POST, AND IS SET IN
 HX0713'THE TOP OF A 5-INCH ORANGEBURG CONCRETE FILLED PIPE, PROJECTING
 HX0713'6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0715 ***********************************************************************
 HX0715  DESIGNATION -  BANNOCK RM 2
 HX0715  PID         -  HX0715
 HX0715  STATE/COUNTY-  WV/POCAHONTAS
 HX0715  USGS QUAD   -  SHARP KNOB (1995)
 HX0715
 HX0715                         *CURRENT SURVEY CONTROL
 HX0715  ___________________________________________________________________
 HX0715* NAD 83(1986)-  38 22 41.     (N)    080 14 06.     (W)     SCALED    
 HX0715* NAVD 88     -      1241.163  (meters)    4072.05   (feet)  ADJUSTED  
 HX0715  ___________________________________________________________________
 HX0715  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0715  DYNAMIC HT  -        1240.171 (meters)    4068.79  (feet)  COMP
 HX0715  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 HX0715
 HX0715  VERT ORDER  -  SECOND    CLASS 0
 HX0715
 HX0715.The horizontal coordinates were scaled from a topographic map and have
 HX0715.an estimated accuracy of +/- 6 seconds.
 HX0715
 HX0715.The orthometric height was determined by differential leveling
 HX0715.and adjusted by the National Geodetic Survey in June 1991..
 HX0715
 HX0715.The geoid height was determined by GEOID03.
 HX0715
 HX0715.The dynamic height is computed by dividing the NAVD 88
 HX0715.geopotential number by the normal gravity value computed on the
 HX0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0715.degrees latitude (g = 980.6199 gals.).
 HX0715
 HX0715.The modeled gravity was interpolated from observed gravity values.
 HX0715
 HX0715;                    North         East    Units  Estimated Accuracy
 HX0715;SPC WV S     -   153,230.      666,840.      MT  (+/- 180 meters Scaled)
 HX0715
 HX0715                          SUPERSEDED SURVEY CONTROL
 HX0715
 HX0715  NGVD 29 (??/??/92) 1241.275  (m)         4072.42   (f) ADJ UNCH    2 0
 HX0715
 HX0715.Superseded values are not recommended for survey control.
 HX0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0715.See file dsdata.txt to determine how the superseded data were derived.
 HX0715
 HX0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC668480(NAD 83)
 HX0715_MARKER: DR = REFERENCE MARK DISK
 HX0715_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX0715_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX0715_STAMPING: BANNOCK NO 2 1961
 HX0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0715
 HX0715  HISTORY     - Date     Condition        Report By
 HX0715  HISTORY     - 1961     MONUMENTED       CGS
 HX0715  HISTORY     - 1962     GOOD             NGS
 HX0715
 HX0715                          STATION DESCRIPTION
 HX0715
 HX0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0715'13 MI NW FROM WOODROW.
 HX0715'1.35 MILES NORTHWEST ALONG BLACK TOP ROAD FROM THE GRADE
 HX0715'SCHOOL AT WOODROW, THENCE ABOUT 3.8 MILES NORTHWEST ALONG U.S.
 HX0715'FORESTRY ROAD 76, THENCE ABOUT 2.9 MILES NORTHWEST ALONG U.S.
 HX0715'FORESTRY ROAD 86, THENCE ABOUT 4.6 MILES NORTHEAST ALONG U.S.
 HX0715'FORESTRY ROAD 135, THENCE ABOUT 0.3 MILES NORTHWEST ALONG AN
 HX0715'OLD CLEARED TRAIL UP TO THE FOOT OF A HIGH KNOB, ABOUT 140 YARDS
 HX0715'NORTHWEST UP TO THE TOP OF THE KNOB WHICH IS THE HIGHEST POINT
 HX0715'IN THIS VICINITY, SET IN THE SOUTHWEST EDGE OF THE SMALL CLEARED
 HX0715'AREA WHERE SEVERAL LARGE TREES HAVE BEEN UPROOTED AND CUT DOWN,
 HX0715'58.5 FEET SOUTH BY SOUTHWEST OF A TRIANGULATION STATION (BANNOCK),
 HX0715'52 FEET SOUTHWEST OF A 18-INCH BEECH TREE WITH A 6-INCH
 HX0715'TRIANGULATION BLAZE, 2 FEET SOUTHWEST OF A 6-INCH BEECH TREE,
 HX0715'AND THE RM DISK IS IN THE TOP OF A 3-INCH ORANGEBURG CONCRETE
 HX0715'FILLED PIPE, PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2627 ***********************************************************************
 HX2627  DESIGNATION -  BARB
 HX2627  PID         -  HX2627
 HX2627  STATE/COUNTY-  WV/JACKSON
 HX2627  USGS QUAD   -  RAVENSWOOD (1994)
 HX2627
 HX2627                         *CURRENT SURVEY CONTROL
 HX2627  ___________________________________________________________________
 HX2627* NAD 83(1986)-  38 55 12.     (N)    081 46 26.     (W)     SCALED    
 HX2627* NAVD 88     -       176.840  (meters)     580.18   (feet)  ADJUSTED  
 HX2627  ___________________________________________________________________
 HX2627  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 HX2627  DYNAMIC HT  -         176.726 (meters)     579.81  (feet)  COMP
 HX2627  MODELED GRAV-     979,980.3   (mgal)                       NAVD 88
 HX2627
 HX2627  VERT ORDER  -  SECOND    CLASS 0
 HX2627
 HX2627.The horizontal coordinates were scaled from a topographic map and have
 HX2627.an estimated accuracy of +/- 6 seconds.
 HX2627
 HX2627.The orthometric height was determined by differential leveling
 HX2627.and adjusted by the National Geodetic Survey in June 1991..
 HX2627
 HX2627.The geoid height was determined by GEOID03.
 HX2627
 HX2627.The dynamic height is computed by dividing the NAVD 88
 HX2627.geopotential number by the normal gravity value computed on the
 HX2627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2627.degrees latitude (g = 980.6199 gals.).
 HX2627
 HX2627.The modeled gravity was interpolated from observed gravity values.
 HX2627
 HX2627;                    North         East    Units  Estimated Accuracy
 HX2627;SPC WV S     -   213,390.      532,890.      MT  (+/- 180 meters Scaled)
 HX2627
 HX2627                          SUPERSEDED SURVEY CONTROL
 HX2627
 HX2627  NGVD 29 (??/??/92)  177.008  (m)          580.73   (f) ADJ UNCH    2 0
 HX2627
 HX2627.Superseded values are not recommended for survey control.
 HX2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2627.See file dsdata.txt to determine how the superseded data were derived.
 HX2627
 HX2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD329081(NAD 83)
 HX2627_MARKER: DB = BENCH MARK DISK
 HX2627_SETTING: 80 = SET IN A BOULDER
 HX2627_SP_SET: BOULDER
 HX2627_STAMPING: BARB 1933
 HX2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2627+STABILITY: SURFACE MOTION
 HX2627
 HX2627  HISTORY     - Date     Condition        Report By
 HX2627  HISTORY     - 1933     MONUMENTED       CGS
 HX2627  HISTORY     - 1958     MARK NOT FOUND   NGS
 HX2627
 HX2627                          STATION DESCRIPTION
 HX2627
 HX2627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2627'2.5 MI S FROM RAVENSWOOD.
 HX2627'2.5 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX2627'STATION AT RAVENSWOOD, 210 FEET WEST OF POLE 130+30, 15 YARDS
 HX2627'NORTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A LARGE
 HX2627'BOULDER AT THE SOUTH SIDE OF A CULTIVATED FIELD, AND ABOUT 1
 HX2627'YARD LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED BARB 1933.
 HX2627'NOTE-- BOULDER MAY BE COVERED BY FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2272 ***********************************************************************
 HY2272  DESIGNATION -  BARBO
 HY2272  PID         -  HY2272
 HY2272  STATE/COUNTY-  WV/CABELL
 HY2272  USGS QUAD   -  BARBOURSVILLE (1985)
 HY2272
 HY2272                         *CURRENT SURVEY CONTROL
 HY2272  ___________________________________________________________________
 HY2272* NAD 83(1995)-  38 23 56.00970(N)    082 15 32.07207(W)     ADJUSTED  
 HY2272* NAVD 88     -       302.9    (meters)     994.     (feet)  VERTCON   
 HY2272  ___________________________________________________________________
 HY2272  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HY2272  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HY2272
 HY2272  HORZ ORDER  -  THIRD
 HY2272
 HY2272.The horizontal coordinates were established by classical geodetic methods
 HY2272.and adjusted by the National Geodetic Survey in April 1998..
 HY2272
 HY2272.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2272
 HY2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2272
 HY2272.The geoid height was determined by GEOID03.
 HY2272
 HY2272;                    North         East     Units Scale Factor Converg.
 HY2272;SPC WV S     -   156,008.727   490,039.336   MT  0.99993266   -0 46 41.7
 HY2272;UTM  17      - 4,250,824.581   390,070.495   MT  0.99974882   -0 46 55.3
 HY2272
 HY2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2272!SPC WV S     -   0.99995768  x   0.99993266  =   0.99989035
 HY2272!UTM  17      -   0.99995768  x   0.99974882  =   0.99970651
 HY2272
 HY2272:                Primary Azimuth Mark                     Grid Az
 HY2272:SPC WV S     -  BARBOURSVILLE ATT MICROWAVE              002 47 27.2
 HY2272:UTM  17      -  BARBOURSVILLE ATT MICROWAVE              002 47 40.8
 HY2272
 HY2272|---------------------------------------------------------------------|
 HY2272| PID    Reference Object                     Distance      Geod. Az  |
 HY2272|                                                           dddmmss.s |
 HY2272| HY2273 BARBOURSVILLE ATT MICROWAVE         APPROX. 8.7 KM 0020045.5 |
 HY2272| HY2216 BARKERS RIDGE TV STA WSAZ MAST      APPROX.12.8 KM 0153628.7 |
 HY2272| HY2217 BARKERS RIDGE TV STA WHTN MAST      APPROX.12.7 KM 0200249.1 |
 HY2272| DB8689 BARBO RM 1                            8.776 METERS 07958     |
 HY2272| DB8688 BARBO AZ MK                                        1264803.1 |
 HY2272| DB8690 BARBO RM 2                            5.333 METERS 16841     |
 HY2272|---------------------------------------------------------------------|
 HY2272
 HY2272                          SUPERSEDED SURVEY CONTROL
 HY2272
 HY2272  NAD 83(1995)-  38 23 56.01167(N)    082 15 32.07404(W) AD(       ) 3
 HY2272  NAD 83(1986)-  38 23 56.01632(N)    082 15 32.07616(W) AD(       ) 3
 HY2272  NAD 27      -  38 23 55.71040(N)    082 15 32.55670(W) AD(       ) 3
 HY2272  NGVD 29 (07/19/86)  303.1    (m)          994.     (f) VERT ANG       
 HY2272
 HY2272.Superseded values are not recommended for survey control.
 HY2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2272.See file dsdata.txt to determine how the superseded data were derived.
 HY2272
 HY2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9007050825(NAD 83)
 HY2272_MARKER: DS = TRIANGULATION STATION DISK
 HY2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2272_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2272
 HY2272  HISTORY     - Date     Condition        Report By
 HY2272  HISTORY     - 1957     MONUMENTED       CGS
 HY2272
 HY2272                          STATION DESCRIPTION
 HY2272
 HY2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2272'THE STATION IS APPROXIMATELY 2 MILES EAST OF BARBOURSVILLE, 0.8 MILE
 HY2272'SOUTH OF U.S. HIGHWAY 60 AND ON THE TOP OF A HILL, ON PROPERTY OWNED
 HY2272'BY REV. JACK TRUMP.
 HY2272'
 HY2272'TO REACH FROM THE HIGH SCHOOL IN BARBOURSVILLE, GO EAST ON MAIN ST.
 HY2272'FOR 0.4 MILE TO A RAILROAD CROSSING, CONTINUE STRAIGHT AHEAD, ACROSS
 HY2272'TRACKS, FOR 0.15 MILE TO A GRAVEL ROAD RIGHT (JUST PAST A CONCRETE
 HY2272'CULVERT), TURN RIGHT, UP HILL ON GRAVEL ROAD FOR 0.6 MILE TO A SIDE
 HY2272'ROAD RIGHT, CONTINUE STRAIGHT AHEAD UP HILL FOR 1.3 MILES TO A
 HY2272'DRIVEWAY LEFT LEADING UP A SMALL HILL, TURN LEFT UP HILL FOR 0.05
 HY2272'MILE TO THE TOP OF HILL AND THE STATION.
 HY2272'
 HY2272'STATION MARKS ARE STANDARD DISKS STAMPED BARBO 1957.  THE SURFACE
 HY2272'DISK IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 HY2272'OF THE GROUND.  IT IS 28 FEET NORTHEAST OF A 6 INCH IRON PIPE WHICH
 HY2272'PROJECTS 18 INCHES, 16 FEET NORTHWEST OF A FENCE LINE AND 10 FEET
 HY2272'WEST OF THE SOUTHWEST CORNER OF A SMALL STORAGE HOUSE WITH BRICK
 HY2272'SIDING.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HY2272'CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND.
 HY2272'
 HY2272'REFERENCE MARK NO.1, A STANDARD DISK STAMPED BARBO NO 1 1957, IS SET
 HY2272'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 15 FEET
 HY2272'NORTHEAST OF THE NORTHEAST CORNER OF THE STORAGE HOUSE AND 1 FOOT
 HY2272'NORTHWEST OF THE FENCE LINE.
 HY2272'
 HY2272'REFERENCE MARK NO.2, A STANDARD DISK STAMPED BARBO NO 2 1957, IS SET
 HY2272'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 23.5 FEET
 HY2272'EAST OF A 6 INCH IRON PIPE WHICH PROJECTS ABOUT 18 INCHES, 15 FEET
 HY2272'SOUTHWEST OF THE SOUTHEAST CORNER OF THE STORAGE HOUSE AND 1 FOOT
 HY2272'NORTHWEST OF THE FENCE LINE.  A STANDARD WITNESS POST WAS SET 2 FEET
 HY2272'SOUTHWEST OF THE MARK.
 HY2272'
 HY2272'AZIMUTH MARK IS A STANDARD DISK, STAMPED BARBO 1957, SET IN A SQUARE
 HY2272'CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 174 FEET SOUTH
 HY2272'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 17 FEET EAST OF THE
 HY2272'CENTER OF THE GRAVEL ROAD AND 1 FOOT WEST OF THE FENCE LINE.  A
 HY2272'STANDARD WITNESS POST WAS SET 2 FEET WEST OF THE MARK.
 HY2272'
 HY2272'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON THE GRAVEL
 HY2272'ROAD FOR 0.75 MILE TO THE MARK ON THE LEFT, JUST AFTER PASSING A NEW
 HY2272'WHITE HOUSE ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2273 ***********************************************************************
 HY2273  DESIGNATION -  BARBOURSVILLE ATT MICROWAVE
 HY2273  PID         -  HY2273
 HY2273  STATE/COUNTY-  WV/CABELL
 HY2273  USGS QUAD   -  BARBOURSVILLE (1985)
 HY2273
 HY2273                         *CURRENT SURVEY CONTROL
 HY2273  ___________________________________________________________________
 HY2273* NAD 83(1995)-  38 28 38.54827(N)    082 15 19.44140(W)     ADJUSTED  
 HY2273* NAVD 88     -                                                        
 HY2273  ___________________________________________________________________
 HY2273  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 HY2273  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HY2273
 HY2273  HORZ ORDER  -  THIRD
 HY2273
 HY2273.The horizontal coordinates were established by classical geodetic methods
 HY2273.and adjusted by the National Geodetic Survey in April 1998..
 HY2273
 HY2273
 HY2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2273
 HY2273.The geoid height was determined by GEOID03.
 HY2273
 HY2273;                    North         East     Units Scale Factor Converg.
 HY2273;SPC WV S     -   164,715.191   490,463.767   MT  0.99993871   -0 46 33.9
 HY2273;SPC OH S     -    53,025.207   621,345.032   MT  1.00006016   +0 09 18.7
 HY2273;UTM  17      - 4,259,529.381   390,495.522   MT  0.99974767   -0 46 52.3
 HY2273
 HY2273                          SUPERSEDED SURVEY CONTROL
 HY2273
 HY2273  NAD 83(1995)-  38 28 38.55030(N)    082 15 19.44358(W) AD(       ) 4
 HY2273  NAD 83(1986)-  38 28 38.55498(N)    082 15 19.44518(W) AD(       ) 4
 HY2273  NAD 27      -  38 28 38.25000(N)    082 15 19.92500(W) AD(       ) 3
 HY2273
 HY2273.Superseded values are not recommended for survey control.
 HY2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2273.See file dsdata.txt to determine how the superseded data were derived.
 HY2273
 HY2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9049659529(NAD 83)
 HY2273_MARKER: 45 = MICROWAVE TOWER
 HY2273
 HY2273  HISTORY     - Date     Condition        Report By
 HY2273  HISTORY     - 1957     FIRST OBSERVED   CGS
 HY2273
 HY2273                          STATION DESCRIPTION
 HY2273
 HY2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2273'THE STATION IS THE TOP CENTER OF TOWER WHICH IS ABOUT 3 MILES NORTH
 HY2273'NORTHEAST OF BARBOURSVILLE AND 2-1/2 MILES EAST OF THE OHIO RIVER.
 HY2273'
 HY2273'THE TOWER IS A 4 LEGGED STEEL STRUCTURE ABOUT 200 FEET HIGH AND HAS
 HY2273'LARGE ROUND REFLECTORS AT THE TOP OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2260 ***********************************************************************
 HY2260  DESIGNATION -  BARKER RIDGE TV STA MAST WMUL
 HY2260  PID         -  HY2260
 HY2260  STATE/COUNTY-  WV/CABELL
 HY2260  USGS QUAD   -  MILTON (1989)
 HY2260
 HY2260                         *CURRENT SURVEY CONTROL
 HY2260  ___________________________________________________________________
 HY2260* NAD 83(1995)-  38 29 42.45726(N)    082 12 01.85117(W)     ADJUSTED  
 HY2260* NAVD 88     -                                                        
 HY2260  ___________________________________________________________________
 HY2260  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 HY2260  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY2260
 HY2260  HORZ ORDER  -  THIRD
 HY2260
 HY2260.The horizontal coordinates were established by classical geodetic methods
 HY2260.and adjusted by the National Geodetic Survey in April 1998..
 HY2260
 HY2260
 HY2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2260
 HY2260.The geoid height was determined by GEOID03.
 HY2260
 HY2260;                    North         East     Units Scale Factor Converg.
 HY2260;SPC WV S     -   166,622.085   495,277.946   MT  0.99994034   -0 44 31.7
 HY2260;SPC OH S     -    55,010.368   626,128.132   MT  1.00005535   +0 11 24.1
 HY2260;UTM  17      - 4,261,435.465   395,308.918   MT  0.99973497   -0 44 50.4
 HY2260
 HY2260                          SUPERSEDED SURVEY CONTROL
 HY2260
 HY2260  NAD 83(1995)-  38 29 42.46066(N)    082 12 01.85402(W) AD(       ) 4
 HY2260  NAD 83(1986)-  38 29 42.46513(N)    082 12 01.85574(W) AD(       ) 4
 HY2260  NAD 27      -  38 29 42.15680(N)    082 12 02.33273(W) AD(       ) 3
 HY2260
 HY2260.Superseded values are not recommended for survey control.
 HY2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2260.See file dsdata.txt to determine how the superseded data were derived.
 HY2260
 HY2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9530961435(NAD 83)
 HY2260_MARKER: 42 = RADIO/TV MAST
 HY2260
 HY2260  HISTORY     - Date     Condition        Report By
 HY2260  HISTORY     - 1976     FIRST OBSERVED   NGS
 HY2260
 HY2260                          STATION DESCRIPTION
 HY2260
 HY2260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2260'THE STATION, BARKER RIDGE TELEVISION STATION MAST WMUL, IS THE
 HY2260'LIGHT ATOP A TRIANGULAR STEEL GUYED MAST, THAT IS PAINTED
 HY2260'ORANGE AND WHITE.  THE MAST IS 1071 FEET TALL AND IS ON THE
 HY2260'SOUTH PART OF BARKER RIDGE ABOUT 5-1/2 MILES NORTHWEST OF
 HY2260'MILTON.
 HY2260'
 HY2260'TO REACH FROM THE GLENWOOD POST OFFICE, GO WEST AND SOUTH ON
 HY2260'STATE HIGHWAY 2 FOR 7.0 MILES TO A SIDE ROAD LEFT, OPPOSITE THE
 HY2260'GREEN ACRES SCHOOL.  TURN LEFT AND GO EAST THEN SOUTH ON THE OLD
 HY2260'HIGHWAY FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 HY2260'EASTERLY ON CLUTTS HILL ROAD FOR 1.2 MILES TO A T-ROAD.  TURN
 HY2260'LEFT AND CONTINUE EASTERLY FOR 2.5 MILES TO ANOTHER T-ROAD.
 HY2260'TURN LEFT AND CONTINUE EASTERLY FOR 1.9 MILES TO A CROSSROAD.
 HY2260'TURN RIGHT AND GO SOUTHWEST FOR 1.3 MILES TO A T-ROAD.  TURN
 HY2260'LEFT AND GO EASTERLY FOR 0.2 MILE TO STATION WSAZ ON THE
 HY2260'LEFT.  CONTINUE EASTERLY FOR 0.75 MILE TO STATION WHTN (WOWK)
 HY2260'ON THE LEFT.  CONTINUE EASTERLY FOR 0.55 MILE TO A SIDE ROAD
 HY2260'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.75 MILE TO THE
 HY2260'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2216 ***********************************************************************
 HY2216  DESIGNATION -  BARKERS RIDGE TV STA WSAZ MAST
 HY2216  PID         -  HY2216
 HY2216  STATE/COUNTY-  WV/CABELL
 HY2216  USGS QUAD   -  GLENWOOD (1990)
 HY2216
 HY2216                         *CURRENT SURVEY CONTROL
 HY2216  ___________________________________________________________________
 HY2216* NAD 83(1995)-  38 30 36.38795(N)    082 13 09.71587(W)     ADJUSTED  
 HY2216* NAVD 88     -                                                        
 HY2216  ___________________________________________________________________
 HY2216  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 HY2216  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY2216
 HY2216  HORZ ORDER  -  THIRD
 HY2216
 HY2216.The horizontal coordinates were established by classical geodetic methods
 HY2216.and adjusted by the National Geodetic Survey in April 1998..
 HY2216
 HY2216
 HY2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2216
 HY2216.The geoid height was determined by GEOID03.
 HY2216
 HY2216;                    North         East     Units Scale Factor Converg.
 HY2216;SPC WV S     -   168,306.264   493,655.499   MT  0.99994179   -0 45 13.7
 HY2216;SPC OH S     -    56,668.119   624,478.318   MT  1.00005137   +0 10 41.0
 HY2216;UTM  17      - 4,263,119.451   393,686.958   MT  0.99973919   -0 45 33.5
 HY2216
 HY2216                          SUPERSEDED SURVEY CONTROL
 HY2216
 HY2216  NAD 83(1995)-  38 30 36.39026(N)    082 13 09.71790(W) AD(       ) 4
 HY2216  NAD 83(1986)-  38 30 36.39508(N)    082 13 09.71976(W) AD(       ) 4
 HY2216  NAD 27      -  38 30 36.08900(N)    082 13 10.20300(W) AD(       ) 3
 HY2216
 HY2216.Superseded values are not recommended for survey control.
 HY2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2216.See file dsdata.txt to determine how the superseded data were derived.
 HY2216
 HY2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9368763119(NAD 83)
 HY2216_MARKER: 42 = RADIO/TV MAST
 HY2216
 HY2216  HISTORY     - Date     Condition        Report By
 HY2216  HISTORY     - 1957     FIRST OBSERVED   CGS
 HY2216  HISTORY     - 1976     GOOD             NGS
 HY2216
 HY2216                          STATION DESCRIPTION
 HY2216
 HY2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2216'STATION IS ABOUT 8 MILES NORTHEAST OF THE TOWN OF BARBOURSVILLE.  THE
 HY2216'TOWER IS A TRIANGULAR SHAPED SLENDER STRUCTURE PAINTED RED AND WHITE
 HY2216'AND IS I069 FEET IN HEIGHT.  THE TOWER IS THE WESTERLY TOWER OF TWO
 HY2216'TOWERS ABOUT ONE MILE APART AND ON THE SAME RIDGE.
 HY2216
 HY2216                          STATION RECOVERY (1976)
 HY2216
 HY2216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2216'THE STATION, BARKER RIDGE TELEVISION STATION MAST WSAZ, WAS
 HY2216'RECOVERED AS DESCRIBED BY F.A. RIDDELL IN 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2217 ***********************************************************************
 HY2217  DESIGNATION -  BARKERS RIDGE TV STA WHTN MAST
 HY2217  PID         -  HY2217
 HY2217  STATE/COUNTY-  WV/CABELL
 HY2217  USGS QUAD   -  GLENWOOD (1990)
 HY2217
 HY2217                         *CURRENT SURVEY CONTROL
 HY2217  ___________________________________________________________________
 HY2217* NAD 83(1995)-  38 30 21.45121(N)    082 12 33.06395(W)     ADJUSTED  
 HY2217* NAVD 88     -                                                        
 HY2217  ___________________________________________________________________
 HY2217  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 HY2217  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY2217
 HY2217  HORZ ORDER  -  THIRD
 HY2217
 HY2217.The horizontal coordinates were established by classical geodetic methods
 HY2217.and adjusted by the National Geodetic Survey in April 1998..
 HY2217
 HY2217
 HY2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2217
 HY2217.The geoid height was determined by GEOID03.
 HY2217
 HY2217;                    North         East     Units Scale Factor Converg.
 HY2217;SPC WV S     -   167,834.122   494,537.363   MT  0.99994138   -0 44 51.0
 HY2217;SPC OH S     -    56,210.332   625,367.843   MT  1.00005247   +0 11 04.3
 HY2217;UTM  17      - 4,262,647.322   394,568.598   MT  0.99973689   -0 45 10.4
 HY2217
 HY2217                          SUPERSEDED SURVEY CONTROL
 HY2217
 HY2217  NAD 83(1995)-  38 30 21.45326(N)    082 12 33.06626(W) AD(       ) 4
 HY2217  NAD 83(1986)-  38 30 21.45776(N)    082 12 33.06779(W) AD(       ) 4
 HY2217  NAD 27      -  38 30 21.25551(N)    082 12 33.35037(W) AD(       ) 3
 HY2217
 HY2217.Superseded values are not recommended for survey control.
 HY2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2217.See file dsdata.txt to determine how the superseded data were derived.
 HY2217
 HY2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9456962647(NAD 83)
 HY2217_MARKER: 42 = RADIO/TV MAST
 HY2217
 HY2217  HISTORY     - Date     Condition        Report By
 HY2217  HISTORY     - 1957     FIRST OBSERVED   CGS
 HY2217  HISTORY     - 1976     GOOD             NGS
 HY2217
 HY2217                          STATION DESCRIPTION
 HY2217
 HY2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2217'THE STATION IS THE TOP CENTER OF ANTENNA ATOP THE SLENDER STEEL
 HY2217'STRUCTURE WHICH IS 844 FEET IN HEIGHT OVERALL.
 HY2217'
 HY2217'THE STATION IS ABOUT 8 MILES NORTHEAST OF BARBOURSVILLE AND 6-1/2
 HY2217'MILES NORTHWEST OF MILTON.  THE TOWER IS THE EASTERLY ONE OF TWO
 HY2217'WHICH ARE ABOUT 1 MILE APART AND ON THE SAME RIDGE.
 HY2217
 HY2217                          STATION RECOVERY (1976)
 HY2217
 HY2217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2217'THE STATION, BARKER RIDGE TELEVISION STATION MAST WHTN, WAS
 HY2217'RECOVERED AS DESCRIBED BY F.A. RIDDELL IN 1957.  IT IS NOTED
 HY2217'THE TELEVISION STATION IS NOW WOWK CHANNEL 13. A TALLER MAST
 HY2217'HAS BEEN ERECTED VERY NEAR THIS STATION, MAKING IT THE SHORTER
 HY2217'ONE OF TWO MASTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1311 ***********************************************************************
 JW1311  DESIGNATION -  BARLOWS
 JW1311  PID         -  JW1311
 JW1311  STATE/COUNTY-  WV/PRESTON
 JW1311  USGS QUAD   -  KINGWOOD (1976)
 JW1311
 JW1311                         *CURRENT SURVEY CONTROL
 JW1311  ___________________________________________________________________
 JW1311* NAD 83(1995)-  39 28 50.13090(N)    079 44 52.20977(W)     ADJUSTED  
 JW1311* NAVD 88     -       735.8    (meters)    2414.     (feet)  VERTCON   
 JW1311  ___________________________________________________________________
 JW1311  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 JW1311  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JW1311
 JW1311  HORZ ORDER  -  FIRST
 JW1311
 JW1311.The horizontal coordinates were established by classical geodetic methods
 JW1311.and adjusted by the National Geodetic Survey in April 1998..
 JW1311
 JW1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1311
 JW1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1311
 JW1311.The geoid height was determined by GEOID03.
 JW1311
 JW1311;                    North         East     Units Scale Factor Converg.
 JW1311;SPC WV N     -   108,891.631   578,678.069   MT  0.99994394   -0 09 29.0
 JW1311;UTM  17      - 4,370,858.863   607,691.419   MT  0.99974279   +0 47 46.4
 JW1311
 JW1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1311!SPC WV N     -   0.99988955  x   0.99994394  =   0.99983350
 JW1311!UTM  17      -   0.99988955  x   0.99974279  =   0.99963237
 JW1311
 JW1311|---------------------------------------------------------------------|
 JW1311| PID    Reference Object                     Distance      Geod. Az  |
 JW1311|                                                           dddmmss.s |
 JW1311| JW1310 ROCK USGS 1975                       17.476 METERS 08208     |
 JW1311| JW1304 LISA                                APPROX.12.8 KM 1082149.6 |
 JW1311| CX3192 BARLOWS RM 1                         23.326 METERS 14719     |
 JW1311|---------------------------------------------------------------------|
 JW1311
 JW1311                          SUPERSEDED SURVEY CONTROL
 JW1311
 JW1311  NAD 83(1995)-  39 28 50.13437(N)    079 44 52.21724(W) AD(       ) 1
 JW1311  NAD 83(1986)-  39 28 50.13635(N)    079 44 52.21823(W) AD(       ) 1
 JW1311  NAD 27      -  39 28 49.82501(N)    079 44 53.01322(W) AD(       ) 1
 JW1311  NGVD 29 (07/19/86)  735.9    (m)         2414.     (f) VERT ANG       
 JW1311
 JW1311.Superseded values are not recommended for survey control.
 JW1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1311.See file dsdata.txt to determine how the superseded data were derived.
 JW1311
 JW1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD0769170859(NAD 83)
 JW1311_MARKER: DS = TRIANGULATION STATION DISK
 JW1311_SETTING: 66 = SET IN ROCK OUTCROP
 JW1311
 JW1311  HISTORY     - Date     Condition        Report By
 JW1311  HISTORY     - 1975     MONUMENTED       NGS
 JW1311
 JW1311                          STATION DESCRIPTION
 JW1311
 JW1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1311'THE STATION IS ABOUT 6 MILES NORTH OF TUNNELTON, 3-1/2 MILES
 JW1311'SOUTHEAST OF REEDSVILLE, 3 MILES WEST OF KINGWOOD AND ON
 JW1311'PROPERTY OWNED BY EDWARD BARLOWS.
 JW1311'
 JW1311'TO REACH THE STATION FROM THE COURTHOUSE IN OAKLAND, GO WESTERLY
 JW1311'ON STATE HIGHWAY 7 FOR 3.2 MILES TO A PAVED ROAD ON THE LEFT.
 JW1311'TURN LEFT AND GO SOUTHWESTERLY ON THE PAVED ROAD FOR 0.25 MILE
 JW1311'TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTHWEST, UPHILL, FOR
 JW1311'0.5 MILE TO A TRACK ROAD ON THE RIGHT IN THE SADDLE OF THE RIDGE.
 JW1311'TURN SHARP RIGHT AND GO NORTHWEST ON THE TRACK ROAD, ALONG THE
 JW1311'NORTH SIDE OF A MEADOW, FOR 0.2 MILE TO A WOODS ROAD ON THE
 JW1311'RIGHT.  BEAR RIGHT AND GO NORTH ON THE WOODS ROAD FOR 0.1 MILE TO
 JW1311'THE STATION NEAR SEVERAL LARGE BOULDERS.
 JW1311'
 JW1311'STATION MARK IS A STANDARD DISK, STAMPED---BARLOWS 1975---, CEMENTED
 JW1311'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND. IT IS
 JW1311'15.0 FEET WEST OF A 12 FOOT BOULDER.
 JW1311'
 JW1311'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BARLOWS NO 1 1975---,
 JW1311'CEMENTED IN A DRILL HOLE IN A 4 BY 8 BY 3 FOOT BOULDER.  IT IS
 JW1311'ABOUT THE SAME ELEVATION AS THE STATION.
 JW1311'
 JW1311'ROCK USGS IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 JW1311'STAMPED---ROCK 1902 2427 FT 1956---, CEMENTED IN A DRILL HOLE NEAR
 JW1311'THE NORTH EDGE OF A 25 BY 20 BY 20 FOOT BOULDER.  IT IS ABOUT
 JW1311'20 FEET HIGHER THAN THE STATION.
 JW1311'
 JW1311'ROCK USGS WAS MEASURED FROM THE TOP OF A 64 FOOT TOWER AND THE
 JW1311'DISTANCE COMPUTED FROM THE SLOPE MEASUREMENT.
 JW1311'ROCK USGS TO REFERENCE MARK 1 WAS NOT MEASURED DUE TO DIFFICULT
 JW1311'TERRAIN.
 JW1311'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 JW1311'HEIGHT OF LIGHT ABOVE MARK 23.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1219 ***********************************************************************
 JX1219  DESIGNATION -  BARNETT
 JX1219  PID         -  JX1219
 JX1219  STATE/COUNTY-  WV/WIRT
 JX1219  USGS QUAD   -  ROCKPORT (1975)
 JX1219
 JX1219                         *CURRENT SURVEY CONTROL
 JX1219  ___________________________________________________________________
 JX1219* NAD 83(1995)-  39 03 00.51181(N)    081 33 14.59381(W)     ADJUSTED  
 JX1219* NAVD 88     -       350.454  (meters)    1149.78   (feet)  ADJUSTED  
 JX1219  ___________________________________________________________________
 JX1219  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 JX1219  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JX1219  DYNAMIC HT  -         350.233 (meters)    1149.06  (feet)  COMP
 JX1219  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 JX1219
 JX1219  HORZ ORDER  -  SECOND
 JX1219  VERT ORDER  -  SECOND    CLASS 0
 JX1219
 JX1219.The horizontal coordinates were established by classical geodetic methods
 JX1219.and adjusted by the National Geodetic Survey in April 1998..
 JX1219
 JX1219.The orthometric height was determined by differential leveling
 JX1219.and adjusted by the National Geodetic Survey in June 1991..
 JX1219
 JX1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1219
 JX1219.The geoid height was determined by GEOID03.
 JX1219
 JX1219.The dynamic height is computed by dividing the NAVD 88
 JX1219.geopotential number by the normal gravity value computed on the
 JX1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1219.degrees latitude (g = 980.6199 gals.).
 JX1219
 JX1219.The modeled gravity was interpolated from observed gravity values.
 JX1219
 JX1219;                    North         East     Units Scale Factor Converg.
 JX1219;SPC WV N     -    63,107.859   422,207.469   MT  0.99999090   -1 18 36.1
 JX1219;SPC WV S     -   227,698.980   552,036.579   MT  1.00003981   -0 20 33.0
 JX1219;UTM  17      - 4,322,486.977   452,057.232   MT  0.99962830   -0 20 56.6
 JX1219
 JX1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1219!SPC WV N     -   0.99995036  x   0.99999090  =   0.99994126
 JX1219!SPC WV S     -   0.99995036  x   1.00003981  =   0.99999017
 JX1219!UTM  17      -   0.99995036  x   0.99962830  =   0.99957868
 JX1219
 JX1219:                Primary Azimuth Mark                     Grid Az
 JX1219:SPC WV N     -  BARNETT AZ MK                            172 58 16.8
 JX1219:SPC WV S     -  BARNETT AZ MK                            172 00 13.7
 JX1219:UTM  17      -  BARNETT AZ MK                            172 00 37.3
 JX1219
 JX1219|---------------------------------------------------------------------|
 JX1219| PID    Reference Object                     Distance      Geod. Az  |
 JX1219|                                                           dddmmss.s |
 JX1219| CC9733 BARNETT AZ MK                                      1713940.7 |
 JX1219| JX1220 BARNETT RM 2                         13.365 METERS 26606     |
 JX1219| JX1221 BARNETT RM 1                         17.199 METERS 35956     |
 JX1219|---------------------------------------------------------------------|
 JX1219
 JX1219                          SUPERSEDED SURVEY CONTROL
 JX1219
 JX1219  NAD 83(1995)-  39 03 00.51630(N)    081 33 14.59914(W) AD(       ) 2
 JX1219  NAD 83(1986)-  39 03 00.51665(N)    081 33 14.59936(W) AD(       ) 2
 JX1219  NAD 27      -  39 03 00.22800(N)    081 33 15.15800(W) AD(       ) 2
 JX1219  NGVD 29 (??/??/92)  350.636  (m)         1150.38   (f) ADJ UNCH    2 0
 JX1219
 JX1219.Superseded values are not recommended for survey control.
 JX1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1219.See file dsdata.txt to determine how the superseded data were derived.
 JX1219
 JX1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5205722487(NAD 83)
 JX1219_MARKER: DS = TRIANGULATION STATION DISK
 JX1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1219_STAMPING: BARNETT 1944
 JX1219_MARK LOGO: CGS   
 JX1219_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1219+STABILITY: SURFACE MOTION
 JX1219
 JX1219  HISTORY     - Date     Condition        Report By
 JX1219  HISTORY     - 1944     MONUMENTED       CGS
 JX1219  HISTORY     - 1956     GOOD             NGS
 JX1219  HISTORY     - 1974     GOOD             THOMAS
 JX1219  HISTORY     - 1980     GOOD             THOMAS
 JX1219  HISTORY     - 1982     GOOD             NGS
 JX1219  HISTORY     - 19821231 GOOD             NGS
 JX1219
 JX1219                          STATION DESCRIPTION
 JX1219
 JX1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1219'STATION IS LOCATED APPROXIMATELY
 JX1219'15 MILES (AIR
 JX1219'LINE) S OF PARKERSBURG, 8 MILES W OF
 JX1219'ELIZABETH, 0.1 MILE NW OF THE
 JX1219'WOOD-WIRT COUNTY LINE, AND 50 YARDS
 JX1219'W OF U.S. HIGHWAY 21.  THE LAND IS OWNED BY MR.
 JX1219'C.A. BARNETT.  THE
 JX1219'MARK IS LOCATED ON THE HIGHEST PART OF A BARE KNOLL, APPROXIMATELY
 JX1219'100 YARDS SW OF
 JX1219'MR. BARNETTS STORE, AND 60 FEET NE OF A
 JX1219'LONE APPLE TREE.  THE DISK IS
 JX1219'STAMPED BARNETT 1944 AND IS FLUSH
 JX1219'WITH THE GROUND.
 JX1219'
 JX1219'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 JX1219'IN CONCRETE.
 JX1219'REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 JX1219'IN OUTCROPPING BEDROCK.
 JX1219'
 JX1219'REFERENCE MARK 1 IS 40 FEET E OF A N-S FENCE LINE AND 10 FEET
 JX1219'LOWER IN ELEVATION
 JX1219'THAN THE STATION MARK.  IT IS STAMPED BARNETT
 JX1219'NO 1 1944 AND IS FLUSH WITH THE
 JX1219'GROUND.
 JX1219'
 JX1219'REFERENCE MARK 2 IS 20 FEET NNE OF A LONE APPLE TREE AND 15
 JX1219'FEET LOWER IN
 JX1219'ELEVATION THAN THE STATION MARK.  IT IS STAMPED
 JX1219'BARNETT NO 2 1944 AND IS FLUSH
 JX1219'WITH THE GROUND.
 JX1219'
 JX1219'AZIMUTH MARK IS 23 FEET E OF U.S. HIGHWAY 21, 3 FEET N OF A
 JX1219'WITNESS POST, AND
 JX1219'1 FOOT W OF N-S FENCE LINE.  IT IS STAMPED
 JX1219'BARNETT 1944.
 JX1219'
 JX1219'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND
 JX1219'U.S. HIGHWAY 21 S
 JX1219'OF PARKERSBURG, GO S ON HIGHWAY 21 FOR 10.3
 JX1219'MILES TO MR. BARNETTS STORE AND
 JX1219'SERVICE STATION ON THE RIGHT,
 JX1219'CONTINUE ON HIGHWAY 21 FOR 0.05 MILE TO CROSSROADS
 JX1219'AND THE END OF
 JX1219'TRUCK TRAVEL.  PACK NW TO THE HIGHEST POINT AND THE STATION.
 JX1219'
 JX1219'TO REACH THE AZIMUTH MARK FROM THE CROSSROADS, CONTINUE S ON
 JX1219'U.S. HIGHWAY 21
 JX1219'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JX1219'
 JX1219'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JX1219
 JX1219                          STATION RECOVERY (1956)
 JX1219
 JX1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 JX1219'2.1 MI S FROM ROCKPORT.
 JX1219'2.1 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT ROCKPORT,
 JX1219'ABOUT 0.1 MILE SOUTHWEST OF TOP OF GRADE AT LIMEHOUSE HILL,
 JX1219'ON THE TOP OF CENTER OF A PROMINENT CLEARED KNOLL, ON WEST
 JX1219'SIDE OF HIGHWAY AND NORTH OF A GRAVEL ROAD WEST, ABOUT 0.1
 JX1219'MILE NORTH OF THE WOOD-WIRT COUNTY LINE, 43.8 FEET EAST OF
 JX1219'RM NO. 2, 56.4 FEET SOUTH OF RM NO. 1 AND SET IN THE TOP OF
 JX1219'A CONCRETE POST ABOUT FLUSH WITH TOP OF KNOLL.
 JX1219
 JX1219                          STATION RECOVERY (1974)
 JX1219
 JX1219'RECOVERY NOTE BY THOMAS ENG AND SURV 1974 (LRC)
 JX1219'BARNETT 1944 RECOVERED GOOD AS DESCRIBED.
 JX1219'
 JX1219'RM 1 NOT FOUND.
 JX1219'
 JX1219'RM 2 RECOVERED GOOD AS DESCRIBED.
 JX1219'
 JX1219'AZ MK. NOT FOUND.
 JX1219'
 JX1219'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES W. OF ELIZABETH.
 JX1219
 JX1219                          STATION RECOVERY (1980)
 JX1219
 JX1219'RECOVERY NOTE BY THOMAS ENG AND SURV 1980 (NCM)
 JX1219'STATION MARK BARNETT UNDISTURBED.
 JX1219'
 JX1219'REFERENCE MARK 1 NOT FOUND.
 JX1219'
 JX1219'REFERENCE MARK 2 NOT FOUND.
 JX1219'
 JX1219'AZIMUTH MARK SEARCHED FOR NOT FOUND.
 JX1219'
 JX1219'EARTH MOVING IN VICINITY OF AZIMUTH MARK MAY HAVE DESTROYED SAME.
 JX1219'
 JX1219'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES WEST OF
 JX1219'ELIZABETH--15 MILES SOUTH OF PARKERSBURG.
 JX1219
 JX1219                          STATION RECOVERY (1982)
 JX1219
 JX1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JX1219'RECOVERED IN GOOD CONDITION.
 JX1219
 JX1219                          STATION RECOVERY (1982)
 JX1219
 JX1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JX1219'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 JX1219'CONDITION AS DESCRIBED.  A SEARCH WAS CONDUCTED FOR THE AZIMUTH MARK
 JX1219'AND NO EVIDENCE OF IT WAS FOUND.  A LARGE PULL-OFF ALONG HIGHWAY 21
 JX1219'HAS BEEN CONSTRUCTED WERE THE MARK WAS LOCATED AND IT IS EITHER
 JX1219'COVERED WITH FILL OR DESTROYED.  DUE THE FACT THAT THE HILL ON WHICH
 JX1219'THE STATION IS LOCATED IS COVERED WITH TREES NOW, THE EXACT LOCATION
 JX1219'OF THE AZIMUTH MARK COULD NOT BE DETERMINED.  THERE IS NO SUITABLE
 JX1219'LOCATION AVAILABLE TO SET A NEW AZIMUTH THIS DATE.  THE DISTANCES AND
 JX1219'DIRECTION TO THE REFERENCE MARKS WERE IN CLOSE AGREEMENT WITH THE MOST
 JX1219'RECENT INFOMATION AVAILABLE.  THE MID-OHIO VALLEY PLANNING AND
 JX1219'DEVELOPMENT COUNCIL IS PRESENTLY BUILDING AN EMERGENCY SERVICES RADIO
 JX1219'TOWER ON THE HILL NEAR THE STATION.  ITS CONSTRUCTION WILL DISTRUB ANY
 JX1219'MARKERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1221 ***********************************************************************
 JX1221  DESIGNATION -  BARNETT RM 1
 JX1221  PID         -  JX1221
 JX1221  STATE/COUNTY-  WV/WIRT
 JX1221  USGS QUAD   -  ROCKPORT (1975)
 JX1221
 JX1221                         *CURRENT SURVEY CONTROL
 JX1221  ___________________________________________________________________
 JX1221* NAD 83(1986)-  39 03 00.     (N)    081 33 14.     (W)     SCALED    
 JX1221* NAVD 88     -       348.050  (meters)    1141.89   (feet)  ADJUSTED  
 JX1221  ___________________________________________________________________
 JX1221  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JX1221  DYNAMIC HT  -         347.831 (meters)    1141.18  (feet)  COMP
 JX1221  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 JX1221
 JX1221  VERT ORDER  -  SECOND    CLASS 0
 JX1221
 JX1221.The horizontal coordinates were scaled from a topographic map and have
 JX1221.an estimated accuracy of +/- 6 seconds.
 JX1221
 JX1221.The orthometric height was determined by differential leveling
 JX1221.and adjusted by the National Geodetic Survey in June 1991..
 JX1221
 JX1221.The geoid height was determined by GEOID03.
 JX1221
 JX1221.The dynamic height is computed by dividing the NAVD 88
 JX1221.geopotential number by the normal gravity value computed on the
 JX1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1221.degrees latitude (g = 980.6199 gals.).
 JX1221
 JX1221.The modeled gravity was interpolated from observed gravity values.
 JX1221
 JX1221;                    North         East    Units  Estimated Accuracy
 JX1221;SPC WV N     -    63,090.      422,220.      MT  (+/- 180 meters Scaled)
 JX1221
 JX1221                          SUPERSEDED SURVEY CONTROL
 JX1221
 JX1221  NGVD 29 (??/??/92)  348.233  (m)         1142.49   (f) ADJ UNCH    2 0
 JX1221
 JX1221.Superseded values are not recommended for survey control.
 JX1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1221.See file dsdata.txt to determine how the superseded data were derived.
 JX1221
 JX1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD520224(NAD 83)
 JX1221_MARKER: DR = REFERENCE MARK DISK
 JX1221_SETTING: 66 = SET IN ROCK OUTCROP
 JX1221_SP_SET: BEDROCK
 JX1221_STAMPING: BARNETT NO 1 1944
 JX1221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1221+STABILITY: POSITION/ELEVATION WELL
 JX1221
 JX1221  HISTORY     - Date     Condition        Report By
 JX1221  HISTORY     - 1944     MONUMENTED       CGS
 JX1221  HISTORY     - 1956     GOOD             NGS
 JX1221
 JX1221                          STATION DESCRIPTION
 JX1221
 JX1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1221'2.1 MI S FROM ROCKPORT.
 JX1221'2.1 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1221'ROCKPORT, ABOUT 0.1 MILE SOUTHWEST OF THE TOP OF GRADE AT
 JX1221'LIMEHOUSE HILL, ON WEST SIDE OF HIGHWAY AND ON NORTH SIDE OF
 JX1221'A GRAVEL ROAD WEST, ABOUT 0.1 MILE NORTH OF THE WOOD-WIRT
 JX1221'COUNTY LINE, AT A PROMINENT CLEARED KNOLL, 56.4 FEET NORTH
 JX1221'OF THE STATION MARK, 40 FEET EAST OF A NORTH-SOUTH FENCE LINE,
 JX1221'ABOUT 8 FEET BELOW LEVEL OF STATION AND TOP OF KNOLL AND IS
 JX1221'A DISK SET IN A DRILL HOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1220 ***********************************************************************
 JX1220  DESIGNATION -  BARNETT RM 2
 JX1220  PID         -  JX1220
 JX1220  STATE/COUNTY-  WV/WIRT
 JX1220  USGS QUAD   -  ROCKPORT (1975)
 JX1220
 JX1220                         *CURRENT SURVEY CONTROL
 JX1220  ___________________________________________________________________
 JX1220* NAD 83(1986)-  39 03 00.     (N)    081 33 14.     (W)     SCALED    
 JX1220* NAVD 88     -       348.232  (meters)    1142.49   (feet)  ADJUSTED  
 JX1220  ___________________________________________________________________
 JX1220  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JX1220  DYNAMIC HT  -         348.012 (meters)    1141.77  (feet)  COMP
 JX1220  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 JX1220
 JX1220  VERT ORDER  -  SECOND    CLASS 0
 JX1220
 JX1220.The horizontal coordinates were scaled from a topographic map and have
 JX1220.an estimated accuracy of +/- 6 seconds.
 JX1220
 JX1220.The orthometric height was determined by differential leveling
 JX1220.and adjusted by the National Geodetic Survey in June 1991..
 JX1220
 JX1220.The geoid height was determined by GEOID03.
 JX1220
 JX1220.The dynamic height is computed by dividing the NAVD 88
 JX1220.geopotential number by the normal gravity value computed on the
 JX1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1220.degrees latitude (g = 980.6199 gals.).
 JX1220
 JX1220.The modeled gravity was interpolated from observed gravity values.
 JX1220
 JX1220;                    North         East    Units  Estimated Accuracy
 JX1220;SPC WV N     -    63,090.      422,220.      MT  (+/- 180 meters Scaled)
 JX1220
 JX1220                          SUPERSEDED SURVEY CONTROL
 JX1220
 JX1220  NGVD 29 (??/??/92)  348.414  (m)         1143.09   (f) ADJ UNCH    2 0
 JX1220
 JX1220.Superseded values are not recommended for survey control.
 JX1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1220.See file dsdata.txt to determine how the superseded data were derived.
 JX1220
 JX1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD520224(NAD 83)
 JX1220_MARKER: DR = REFERENCE MARK DISK
 JX1220_SETTING: 66 = SET IN ROCK OUTCROP
 JX1220_SP_SET: BEDROCK
 JX1220_STAMPING: BARNETT NO 2 1944
 JX1220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1220+STABILITY: POSITION/ELEVATION WELL
 JX1220
 JX1220  HISTORY     - Date     Condition        Report By
 JX1220  HISTORY     - 1944     MONUMENTED       CGS
 JX1220  HISTORY     - 1956     GOOD             NGS
 JX1220
 JX1220                          STATION DESCRIPTION
 JX1220
 JX1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1220'2.1 MI S FROM ROCKPORT.
 JX1220'2.1 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT ROCKPORT,
 JX1220'ABOUT 0.1 MILE SOUTHWEST OF THE TOP OF GRADE AT LIMEHOUSE
 JX1220'HILL, ON THE WEST SIDE OF HIGHWAY AND ON NORTH SIDE OF A GRAVEL
 JX1220'ROAD WEST, ABOUT 0.1 MILE NORTH OF THE WOOD-WIRT COUNTY LINE,
 JX1220'AT A PROMINENT CLEARED KNOLL, 43.8 FEET WEST OF THE STATION
 JX1220'AND THE TOP OF KNOLL, ABOUT 7 1/2 FEET LOWER THAN THE STATION
 JX1220'MARK AND IS A DISK SET IN A DRILL HOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3580 ***********************************************************************
 HW3580  DESIGNATION -  BARTON
 HW3580  PID         -  HW3580
 HW3580  STATE/COUNTY-  WV/RANDOLPH
 HW3580  USGS QUAD   -  SNYDER KNOB (1995)
 HW3580
 HW3580                         *CURRENT SURVEY CONTROL
 HW3580  ___________________________________________________________________
 HW3580* NAD 83(1995)-  38 37 00.20450(N)    079 55 46.85404(W)     ADJUSTED  
 HW3580* NAVD 88     -      1351.5    (meters)    4434.     (feet)  VERTCON   
 HW3580  ___________________________________________________________________
 HW3580  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 HW3580  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HW3580
 HW3580  HORZ ORDER  -  FIRST
 HW3580
 HW3580.The horizontal coordinates were established by classical geodetic methods
 HW3580.and adjusted by the National Geodetic Survey in April 1998..
 HW3580
 HW3580.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3580
 HW3580.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3580
 HW3580.The geoid height was determined by GEOID03.
 HW3580
 HW3580;                    North         East     Units Scale Factor Converg.
 HW3580;SPC WV S     -   179,979.396   693,209.605   MT  0.99995407   +0 39 42.0
 HW3580;UTM  17      - 4,274,788.588   593,179.882   MT  0.99970692   +0 40 05.0
 HW3580
 HW3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3580!SPC WV S     -   0.99979276  x   0.99995407  =   0.99974684
 HW3580!UTM  17      -   0.99979276  x   0.99970692  =   0.99949975
 HW3580
 HW3580:                Primary Azimuth Mark                     Grid Az
 HW3580:SPC WV S     -  BARTON AZ MK                             001 46 01.7
 HW3580:UTM  17      -  BARTON AZ MK                             001 45 38.7
 HW3580
 HW3580|---------------------------------------------------------------------|
 HW3580| PID    Reference Object                     Distance      Geod. Az  |
 HW3580|                                                           dddmmss.s |
 HW3580| DC3751 BARTON AZ MK                                       0022543.7 |
 HW3580| HW3581 BARTON USGS 1941                     11.920 METERS 02159     |
 HW3580| DC3752 BARTON RM 1                          15.240 METERS 04429     |
 HW3580| HW3577 GAUDINEER LOOKOUT TOWER             APPROX. 7.5 KM 0911604.8 |
 HW3580| DC3753 BARTON RM 2                          20.398 METERS 33040     |
 HW3580| HW3583 HUTTONSVILLE MED SEC PRISON TK      APPROX. 9.4 KM 3311143.8 |
 HW3580| HW3600 RICH                                APPROX.24.1 KM 3575928.5 |
 HW3580|---------------------------------------------------------------------|
 HW3580
 HW3580                          SUPERSEDED SURVEY CONTROL
 HW3580
 HW3580  NAD 83(1986)-  38 37 00.20949(N)    079 55 46.86556(W) AD(       ) 1
 HW3580  NAD 27      -  38 36 59.80640(N)    079 55 47.62580(W) AD(       ) 1
 HW3580  NGVD 29 (07/19/86) 1351.6    (m)         4434.     (f) VERT ANG       
 HW3580
 HW3580.Superseded values are not recommended for survey control.
 HW3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3580.See file dsdata.txt to determine how the superseded data were derived.
 HW3580
 HW3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9318074789(NAD 83)
 HW3580_MARKER: DS = TRIANGULATION STATION DISK
 HW3580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3580
 HW3580  HISTORY     - Date     Condition        Report By
 HW3580  HISTORY     - 1941     MONUMENTED       CGS
 HW3580  HISTORY     - 1944     GOOD             CGS
 HW3580  HISTORY     - 1957     GOOD             CGS
 HW3580  HISTORY     - 1962     GOOD             CGS
 HW3580
 HW3580                          STATION DESCRIPTION
 HW3580
 HW3580'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HW3580'THE STATION IS
 HW3580'LOCATED ABOUT 11
 HW3580'MILES BY ROAD S BY E OF THE VILLAGE OF HUTTONSVILLE
 HW3580'AND AT THE BARTON KNOB LOOKOUT
 HW3580'TOWER ON CHEAT MOUNTAIN.  IT
 HW3580'IS 30 FEET SSW OF THE SE LEG OF THE LOOKOUT
 HW3580'TOWER.  IT IS STAMPED
 HW3580'BARTON 1941 AND PROJECTS 4 INCHES.
 HW3580'
 HW3580'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HW3580'DISKS SET IN CONCRETE.
 HW3580'
 HW3580'REFERENCE MARK NO. 1 IS 8 FEET ESE OF THE NE LEG OF THE LOOKOUT
 HW3580'TOWER.  IT IS
 HW3580'STAMPED BARTON NO. 1 1941 AND PROJECTS 4 INCHES.
 HW3580'
 HW3580'REFERENCE MARK NO. 2 IS 12 FEET WNW OF THE SW CORNER OF THE
 HW3580'RANGER CABIN.  IT
 HW3580'IS STAMPED BARTON NO 2 1941 AND PROJECTS 4 INCHES.
 HW3580'
 HW3580'THE AZIMUTH MARK IS 32 FEET SW OF THE CENTER OF U.S. HIGHWAY
 HW3580'250, AND 14 FEET W
 HW3580'OF A TELEPHONE POLE.  IT IS A STANDARD
 HW3580'BRONZE DISK WEDGED IN A DRILL HOLE
 HW3580'SET FLUSH IN A FLAT-TOPPED
 HW3580'BOULDER 3 BY 4 FEET IN AREA AND PROJECTING 2 FEET,
 HW3580'STAMPED BARTON
 HW3580'1941 AND IS AT THE CENTER OF A HORSESHOE CURVE IN U.S. HIGHWAY
 HW3580'250.
 HW3580'
 HW3580'TO REACH FROM THE STATION, FOLLOW THE LOOKOUT TOWER ROAD DOWN
 HW3580'THE HILL FOR 2.2
 HW3580'MILES TO U.S. HIGHWAY 250, TURN LEFT AND FOLLOW
 HW3580'HIGHWAY 250 FOR 2.8 MILES TO
 HW3580'HORSESHOE CURVE AND THE MARK ON THE LEFT.
 HW3580'
 HW3580'A TRAVERSE CONNECTION WAS MADE TO BARTON (U.S.G.S.).  IT IS
 HW3580'A STANDARD U.S.
 HW3580'GEOLOGICAL SURVEY TRIANGULATION STATION DISK SET
 HW3580'FLUSH IN AN IRREGULAR-SHAPED
 HW3580'BOULDER, 6 BY 10 BY 30 INCHES IN
 HW3580'AREA, AT THE CENTER OF THE BASE OF THE LOOKOUT
 HW3580'TOWER.  IT IS NOT
 HW3580'STAMPED.  THE LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE 87 FEET
 HW3580'HIGH WITH A
 HW3580'GLASS-ENCLOSED CAB ON TOP.  IT IS KNOWN AS BARTON KNOB
 HW3580'LOOKOUT TOWER AND IS OWNED AND
 HW3580'OPERATED BY THE U.S. FOREST SERVICE.
 HW3580'
 HW3580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 219
 HW3580'AND 250 IN
 HW3580'HUTTONSVILLE, GO SE ON HIGHWAY 250 FOR 8.7 MILES TO A
 HW3580'SIDE ROAD RIGHT AT A SIGN
 HW3580'BARTON KNOB 2 MILES AND AT THE CREST
 HW3580'OF A RIDGE ON CHEAT MOUNTAIN.  TURN RIGHT ON
 HW3580'THE SIDE ROAD AND
 HW3580'FOLLOW FOR 2.2 MILES TO THE TOP OF THE MOUNTAIN, THE BARTON
 HW3580'KNOB LOOKOUT
 HW3580'TOWER AND THE STATION.
 HW3580'
 HW3580'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HW3580
 HW3580                          STATION RECOVERY (1944)
 HW3580
 HW3580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HW3580'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 HW3580
 HW3580                          STATION RECOVERY (1957)
 HW3580
 HW3580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3580'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 HW3580'GOOD CONDITION.  THE TO REACH
 HW3580'THE STATION WAS ENTIRELY ADEQUATE.
 HW3580'
 HW3580'AZIMUTH MARK AND BARTON (USGS) 1941 WERE NOT OBSERVED IN 1957.
 HW3580'
 HW3580'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE STATION AND WOULD TAKE
 HW3580'CONSIDERABLE AMOUNT OF CLEARING
 HW3580'TO BE MADE SO.
 HW3580'
 HW3580'THE LEG OF OUR STEEL TOWER WAS IN LINE TO BARTON (USGS) 1941 AND THE
 HW3580'MARK WAS TO CLOSE TO BE
 HW3580'VISIBLE FROM THE TOP OF THE TOWER.
 HW3580'
 HW3580'A STANDARD WITNESS POST WAS SET 3 FEET EAST OF THE STATION MARK.
 HW3580
 HW3580                          STATION RECOVERY (1962)
 HW3580
 HW3580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 HW3580'ABOUT 5.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE JUNCTION
 HW3580'OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, ON THE INSIDE OF A
 HW3580'HORSESHOE CURVE, 32 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, AND
 HW3580'SET ON TOP OF A 3 FOOT LONG-BY-4 FOOT WIDE EMBEDDED BOULDER THAT
 HW3580'SLOPES BACK UNDER THE ROAD BANK.
 HW3580'
 HW3580'DISTANCE AND DIRECTION FROM NEAREST TOWN 5.6 MILES SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1972 ***********************************************************************
 HW1972  DESIGNATION -  BARTON AZI
 HW1972  PID         -  HW1972
 HW1972  STATE/COUNTY-  WV/RANDOLPH
 HW1972  USGS QUAD   -  MILL CREEK (1995)
 HW1972
 HW1972                         *CURRENT SURVEY CONTROL
 HW1972  ___________________________________________________________________
 HW1972* NAD 83(1986)-  38 39 52.     (N)    079 55 38.     (W)     SCALED    
 HW1972* NAVD 88     -       800.498  (meters)    2626.30   (feet)  ADJUSTED  
 HW1972  ___________________________________________________________________
 HW1972  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HW1972  DYNAMIC HT  -         799.876 (meters)    2624.26  (feet)  COMP
 HW1972  MODELED GRAV-     979,823.7   (mgal)                       NAVD 88
 HW1972
 HW1972  VERT ORDER  -  SECOND    CLASS 0
 HW1972
 HW1972.The horizontal coordinates were scaled from a topographic map and have
 HW1972.an estimated accuracy of +/- 6 seconds.
 HW1972
 HW1972.The orthometric height was determined by differential leveling
 HW1972.and adjusted by the National Geodetic Survey in June 1991..
 HW1972
 HW1972.The geoid height was determined by GEOID03.
 HW1972
 HW1972.The dynamic height is computed by dividing the NAVD 88
 HW1972.geopotential number by the normal gravity value computed on the
 HW1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1972.degrees latitude (g = 980.6199 gals.).
 HW1972
 HW1972.The modeled gravity was interpolated from observed gravity values.
 HW1972
 HW1972;                    North         East    Units  Estimated Accuracy
 HW1972;SPC WV S     -   185,280.      693,360.      MT  (+/- 180 meters Scaled)
 HW1972
 HW1972                          SUPERSEDED SURVEY CONTROL
 HW1972
 HW1972  NGVD 29 (??/??/92)  800.612  (m)         2626.67   (f) ADJ UNCH    2 0
 HW1972
 HW1972.Superseded values are not recommended for survey control.
 HW1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1972.See file dsdata.txt to determine how the superseded data were derived.
 HW1972
 HW1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC933800(NAD 83)
 HW1972_MARKER: DZ = AZIMUTH MARK DISK
 HW1972_SETTING: 80 = SET IN A BOULDER
 HW1972_STAMPING: BARTON 1941
 HW1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1972+STABILITY: SURFACE MOTION
 HW1972
 HW1972  HISTORY     - Date     Condition        Report By
 HW1972  HISTORY     - 1941     MONUMENTED       CGS
 HW1972  HISTORY     - 1962     GOOD             NGS
 HW1972
 HW1972                          STATION DESCRIPTION
 HW1972
 HW1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1972'5.6 MI SE FROM HUTTONSVILLE.
 HW1972'ABOUT 5.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 HW1972'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, ON THE
 HW1972'INSIDE OF A HORSESHOE CURVE, 32 FEET SOUTHWEST OF CENTER LINE OF
 HW1972'HIGHWAY, AND SET ON TOP OF A 3 FOOT LONG-BY-4 FOOT WIDE EMBEDDED
 HW1972'BOULDER THAT SLOPES BACK UNDER THE ROAD BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3581 ***********************************************************************
 HW3581  DESIGNATION -  BARTON USGS 1941
 HW3581  PID         -  HW3581
 HW3581  STATE/COUNTY-  WV/RANDOLPH
 HW3581  USGS QUAD   -  SNYDER KNOB (1995)
 HW3581
 HW3581                         *CURRENT SURVEY CONTROL
 HW3581  ___________________________________________________________________
 HW3581* NAD 83(1995)-  38 37 00.56298(N)    079 55 46.66963(W)     ADJUSTED  
 HW3581* NAVD 88     -      1351.     (meters)    4432.     (feet)  SCALED    
 HW3581  ___________________________________________________________________
 HW3581  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 HW3581  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HW3581
 HW3581  HORZ ORDER  -  SECOND
 HW3581
 HW3581.The horizontal coordinates were established by classical geodetic methods
 HW3581.and adjusted by the National Geodetic Survey in April 1998..
 HW3581
 HW3581.The orthometric height was scaled from a topographic map.
 HW3581
 HW3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3581
 HW3581.The geoid height was determined by GEOID03.
 HW3581
 HW3581;                    North         East     Units Scale Factor Converg.
 HW3581;SPC WV S     -   179,990.500   693,213.938   MT  0.99995409   +0 39 42.1
 HW3581;UTM  17      - 4,274,799.690   593,184.213   MT  0.99970693   +0 40 05.1
 HW3581
 HW3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3581!SPC WV S     -   0.99979286  x   0.99995409  =   0.99974696
 HW3581!UTM  17      -   0.99979286  x   0.99970693  =   0.99949985
 HW3581
 HW3581                          SUPERSEDED SURVEY CONTROL
 HW3581
 HW3581  NAD 83(1986)-  38 37 00.56796(N)    079 55 46.68114(W) AD(       ) 2
 HW3581  NAD 27      -  38 37 00.16440(N)    079 55 47.44000(W) AD(       ) 2
 HW3581
 HW3581.Superseded values are not recommended for survey control.
 HW3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3581.See file dsdata.txt to determine how the superseded data were derived.
 HW3581
 HW3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9318474800(NAD 83)
 HW3581_MARKER: DD = SURVEY DISK
 HW3581_SETTING: 80 = SET IN A BOULDER
 HW3581_SP_SET: SET IN DRILL HOLE IN A BOULDER
 HW3581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3581+STABILITY: SURFACE MOTION
 HW3581
 HW3581  HISTORY     - Date     Condition        Report By
 HW3581  HISTORY     - 1941     MONUMENTED       USGS
 HW3581  HISTORY     - 1957     GOOD             CGS
 HW3581
 HW3581                          STATION DESCRIPTION
 HW3581
 HW3581'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 HW3581'THE STATION IS LOCATED ABOUT 11 MILES BY ROAD S BY E OF THE VILLAGE
 HW3581'OF HUTTONSVILLE,
 HW3581'ON CHEAT MOUNTAIN, AT THE BARTON KNOB LOOKOUT
 HW3581'TOWER.  IT IS A STANDARD U.S.
 HW3581'GEOLOGICAL SURVEY TRIANGULATION STATION
 HW3581'DISK SET FLUSH IN THE TOP OF AN IRREGULAR-SHAPED
 HW3581'BOULDER, 6
 HW3581'BY 10 BY 30 INCHES, AT THE CENTER OF THE SQUARE FORMED BY THE LEGS
 HW3581'AT THE BASE OF
 HW3581'THE LOOKOUT TOWER.  IT IS NOT STAMPED.  A TRAVERSE
 HW3581'CONNECTION WAS MADE TO U.S. COAST
 HW3581'AND GEODETIC SURVEY TRIANGULATION
 HW3581'STATION BARTON.  DISTANCE, 39.11 FEET -- 11.920 METERS.
 HW3581
 HW3581                          STATION RECOVERY (1957)
 HW3581
 HW3581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3581'STATION WAS RECOVERED AND FOUND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2931 ***********************************************************************
 HX2931  DESIGNATION -  BASSEL
 HX2931  PID         -  HX2931
 HX2931  STATE/COUNTY-  WV/BRAXTON
 HX2931  USGS QUAD   -  LITTLE BIRCH (1976)
 HX2931
 HX2931                         *CURRENT SURVEY CONTROL
 HX2931  ___________________________________________________________________
 HX2931* NAD 83(1995)-  38 37 09.56685(N)    080 41 55.66646(W)     ADJUSTED  
 HX2931* NAVD 88     -       508.8    (meters)    1669.     (feet)  VERTCON   
 HX2931  ___________________________________________________________________
 HX2931  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 HX2931  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HX2931
 HX2931  HORZ ORDER  -  THIRD
 HX2931
 HX2931.The horizontal coordinates were established by classical geodetic methods
 HX2931.and adjusted by the National Geodetic Survey in April 1998..
 HX2931
 HX2931.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2931
 HX2931.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2931
 HX2931.The geoid height was determined by GEOID03.
 HX2931
 HX2931;                    North         East     Units Scale Factor Converg.
 HX2931;SPC WV S     -   179,772.489   626,230.191   MT  0.99995442   +0 11 10.3
 HX2931;UTM  17      - 4,274,576.970   526,220.967   MT  0.99960847   +0 11 16.8
 HX2931
 HX2931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2931!SPC WV S     -   0.99992519  x   0.99995442  =   0.99987962
 HX2931!UTM  17      -   0.99992519  x   0.99960847  =   0.99953369
 HX2931
 HX2931:                Primary Azimuth Mark                     Grid Az
 HX2931:SPC WV S     -  SUTTON USE BUG RIDGE RAD MAST            022 50 19.3
 HX2931:UTM  17      -  SUTTON USE BUG RIDGE RAD MAST            022 50 12.8
 HX2931
 HX2931|---------------------------------------------------------------------|
 HX2931| PID    Reference Object                     Distance      Geod. Az  |
 HX2931|                                                           dddmmss.s |
 HX2931| HX2934 SUTTON USE BUG RIDGE RAD MAST       APPROX. 2.0 KM 0230129.6 |
 HX2931| DC3760 BASSEL RM 1                          14.508 METERS 03505     |
 HX2931| DC3761 BASSEL RM 2                          14.215 METERS 30412     |
 HX2931| DC3759 BASSEL AZ MK                                       3534618.1 |
 HX2931|---------------------------------------------------------------------|
 HX2931
 HX2931                          SUPERSEDED SURVEY CONTROL
 HX2931
 HX2931  NAD 83(1986)-  38 37 09.57338(N)    080 41 55.67646(W) AD(       ) 3
 HX2931  NAD 27      -  38 37 09.21180(N)    080 41 56.33170(W) AD(       ) 3
 HX2931  NGVD 29 (07/19/86)  509.0    (m)         1670.     (f) VERT ANG       
 HX2931
 HX2931.Superseded values are not recommended for survey control.
 HX2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2931.See file dsdata.txt to determine how the superseded data were derived.
 HX2931
 HX2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC2622174577(NAD 83)
 HX2931_MARKER: DS = TRIANGULATION STATION DISK
 HX2931_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HX2931+WITH SETTING: PAVEMENT
 HX2931
 HX2931  HISTORY     - Date     Condition        Report By
 HX2931  HISTORY     - 1961     MONUMENTED       CGS
 HX2931
 HX2931                          STATION DESCRIPTION
 HX2931
 HX2931'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2931'STATION IS LOCATED ON THE HIGHEST POINT OF A LOW BARE HILL, ABOUT
 HX2931'3 MILES SOUTH OF
 HX2931'SUTTON, 7 MILES WEST OF CENTRALIA AND ON PROPERTY WHICH
 HX2931'IS OWNED BY A MR. DICK BASSEL.
 HX2931'
 HX2931'STATION IS REACHED FROM THE INTERSECTION OF MAIN AND SECOND STREETS
 HX2931'IN SUTTON.  GO
 HX2931'SOUTH ON U.S. HIGHWAY 19, CROSSING A STEEL BRIDGE WHICH
 HX2931'SPANS THE ELK RIVER, FOR 3.85
 HX2931'MILES TO THE AZIMUTH MARK ON THE RIGHT,
 HX2931'CONTINUE SOUTH, ON HIGHWAY 19 FOR 0.35 MILE TO A
 HX2931'MACADAM SIDE ROAD LEFT
 HX2931'AND SIGNS WOLF CREEK 4, CENTRALIA 10 AND BAKERS RUN.  TURN LEFT AND
 HX2931'GO EAST ON THE MACADAM
 HX2931'ROAD FOR 0.2 MILE.  TURN RIGHT AND FOLLOW A DRIVEWAY FOR 0.1
 HX2931'MILE TO THE HOME OF MR. DICK
 HX2931'BASSEL AND END OF TRUCK TRAVEL.  PACK WEST,
 HX2931'UPHILL, THROUGH TREES TO THE HIGHEST POINT OF
 HX2931'THE HILL AND STATION.
 HX2931'
 HX2931'STATION MARK IS A STANDARD DISK, STAMPED BASSEL 1961, CEMENTED IN A
 HX2931'DRILL HOLE, IN THE
 HX2931'TOP OF A 18 X 24 INCH CONCRETE SLAB WHICH PROJECTS
 HX2931'ABOUT 5 INCHES.  IT IS 3.7 FEET NORTH
 HX2931'OF A METAL WITNESS POST, 47 FEET
 HX2931'SOUTHEAST OF A POWERLINE POLE AND 57 FEET SOUTH OF THE
 HX2931'CENTER OF A CLUMP OF
 HX2931'SMALL LOCUST TREES.
 HX2931'
 HX2931'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BASSEL NO 1 1961,
 HX2931'SET IN THE TOP OF
 HX2931'A 3-INCH CONCRETE FILLED ORANGEBURG PIPE WHICH IS ABOUT
 HX2931'2 INCHES BELOW THE GROUND SURFACE.
 HX2931'IT IS 50 FEET NORTH-NORTHEAST OF THE
 HX2931'WITNESS POST, 70 FEET EAST OF THE POWERLINE POLE AND
 HX2931'54 FEET EAST-SOUTHEAST
 HX2931'OF THE LOCUST TREES.
 HX2931'
 HX2931'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BASSEL NO 2 1961
 HX2931'SET IN THE TOP OF
 HX2931'A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 HX2931'SURFACE.  IT IS 4.5 FEET
 HX2931'NORTH-NORTHEAST OF THE POWERLINE POLE, 50 FEET
 HX2931'NORTHWEST OF THE WITNESS POST AND 27 FEET
 HX2931'SOUTH-SOUTHWEST OF THE LOCUST
 HX2931'TREES.
 HX2931'
 HX2931'AZIMUTH MARK IS A STANDARD DISK, STAMPED BASSEL 1961, SET IN THE TOP
 HX2931'OF A SQUARE
 HX2931'CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.  IT IS 44 FEET
 HX2931'WEST OF THE CENTERLINE OF U.S.
 HX2931'HIGHWAY 19, 3.1 FEET SOUTHEAST OF A METAL
 HX2931'WITNESS POST, 28 FEET NORTHEAST OF THE CENTER OF
 HX2931'A TRACK ROAD AND 92 FEET
 HX2931'WEST OF THE NORTHWEST CORNER OF A FRAME HOUSE.
 HX2931'
 HX2931'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0917 ***********************************************************************
 HX0917  DESIGNATION -  BB NAIL
 HX0917  PID         -  HX0917
 HX0917  STATE/COUNTY-  WV/POCAHONTAS
 HX0917  USGS QUAD   -  LOBELIA (1995)
 HX0917
 HX0917                         *CURRENT SURVEY CONTROL
 HX0917  ___________________________________________________________________
 HX0917* NAD 83(1986)-  38 10 38.     (N)    080 15 22.     (W)     SCALED    
 HX0917* NAVD 88     -      1126.481  (meters)    3695.80   (feet)  ADJUSTED  
 HX0917  ___________________________________________________________________
 HX0917  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HX0917  DYNAMIC HT  -        1125.515 (meters)    3692.63  (feet)  COMP
 HX0917  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 HX0917
 HX0917  VERT ORDER  -  SECOND    CLASS 0
 HX0917
 HX0917.The horizontal coordinates were scaled from a topographic map and have
 HX0917.an estimated accuracy of +/- 6 seconds.
 HX0917
 HX0917.The orthometric height was determined by differential leveling
 HX0917.and adjusted by the National Geodetic Survey in June 1991..
 HX0917
 HX0917.The geoid height was determined by GEOID03.
 HX0917
 HX0917.The dynamic height is computed by dividing the NAVD 88
 HX0917.geopotential number by the normal gravity value computed on the
 HX0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0917.degrees latitude (g = 980.6199 gals.).
 HX0917
 HX0917.The modeled gravity was interpolated from observed gravity values.
 HX0917
 HX0917;                    North         East    Units  Estimated Accuracy
 HX0917;SPC WV S     -   130,920.      665,170.      MT  (+/- 180 meters Scaled)
 HX0917
 HX0917                          SUPERSEDED SURVEY CONTROL
 HX0917
 HX0917  NGVD 29 (??/??/92) 1126.556  (m)         3696.04   (f) ADJ UNCH    2 0
 HX0917
 HX0917.Superseded values are not recommended for survey control.
 HX0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0917.See file dsdata.txt to determine how the superseded data were derived.
 HX0917
 HX0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC651257(NAD 83)
 HX0917_MARKER: N = NAIL
 HX0917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0917_SP_SET: OAK TREE ROOT
 HX0917_STAMPING: BB
 HX0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0917
 HX0917  HISTORY     - Date     Condition        Report By
 HX0917  HISTORY     - UNK      MONUMENTED       CGS
 HX0917  HISTORY     - 1962     GOOD             NGS
 HX0917
 HX0917                          STATION DESCRIPTION
 HX0917
 HX0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0917'7.1 MI NW FROM MILL POINT.
 HX0917'6.3 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 HX0917'AT MILL POINT, THENCE ABOUT 0.8 MILE WEST ALONG A TIMBER TRAIL,
 HX0917'AT A SHARP SWITCH BACK CURVE, SET IN THE EAST ROOT OF A 24-INCH
 HX0917'OAK TREE, 15 FEET WEST OF THE CENTER LINE OF THE TRAIL, AND
 HX0917'ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0918 ***********************************************************************
 HX0918  DESIGNATION -  BC NAIL
 HX0918  PID         -  HX0918
 HX0918  STATE/COUNTY-  WV/POCAHONTAS
 HX0918  USGS QUAD   -  LOBELIA (1995)
 HX0918
 HX0918                         *CURRENT SURVEY CONTROL
 HX0918  ___________________________________________________________________
 HX0918* NAD 83(1986)-  38 10 57.     (N)    080 15 08.     (W)     SCALED    
 HX0918* NAVD 88     -      1094.673  (meters)    3591.44   (feet)  ADJUSTED  
 HX0918  ___________________________________________________________________
 HX0918  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HX0918  DYNAMIC HT  -        1093.732 (meters)    3588.35  (feet)  COMP
 HX0918  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 HX0918
 HX0918  VERT ORDER  -  SECOND    CLASS 0
 HX0918
 HX0918.The horizontal coordinates were scaled from a topographic map and have
 HX0918.an estimated accuracy of +/- 6 seconds.
 HX0918
 HX0918.The orthometric height was determined by differential leveling
 HX0918.and adjusted by the National Geodetic Survey in June 1991..
 HX0918
 HX0918.The geoid height was determined by GEOID03.
 HX0918
 HX0918.The dynamic height is computed by dividing the NAVD 88
 HX0918.geopotential number by the normal gravity value computed on the
 HX0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0918.degrees latitude (g = 980.6199 gals.).
 HX0918
 HX0918.The modeled gravity was interpolated from observed gravity values.
 HX0918
 HX0918;                    North         East    Units  Estimated Accuracy
 HX0918;SPC WV S     -   131,510.      665,510.      MT  (+/- 180 meters Scaled)
 HX0918
 HX0918                          SUPERSEDED SURVEY CONTROL
 HX0918
 HX0918  NGVD 29 (??/??/92) 1094.743  (m)         3591.67   (f) ADJ UNCH    2 0
 HX0918
 HX0918.Superseded values are not recommended for survey control.
 HX0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0918.See file dsdata.txt to determine how the superseded data were derived.
 HX0918
 HX0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC654263(NAD 83)
 HX0918_MARKER: N = NAIL
 HX0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0918_SP_SET: OAK TREE ROOT
 HX0918_STAMPING: BC
 HX0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0918
 HX0918  HISTORY     - Date     Condition        Report By
 HX0918  HISTORY     - UNK      MONUMENTED       CGS
 HX0918  HISTORY     - 1962     GOOD             NGS
 HX0918
 HX0918                          STATION DESCRIPTION
 HX0918
 HX0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0918'6.7 MI NW FROM MILL POINT.
 HX0918'6.3 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 HX0918'AT MILL POINT, THENCE ABOUT 0.4 MILE SOUTHWEST ALONG A TIMBER
 HX0918'TRAIL, SET IN THE SOUTH ROOT OF A 24-INCH OAK TREE, 12 FEET
 HX0918'EAST OF THE CENTER LINE OF THE TRAIL, 15 FEET NORTH OF A WILD
 HX0918'CHERRY TREE, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2507 ***********************************************************************
 AJ2507  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2507  DESIGNATION -  BCHR
 AJ2507  PID         -  AJ2507
 AJ2507  STATE/COUNTY-  WV/NICHOLAS
 AJ2507  USGS QUAD   -  WIDEN (1976)
 AJ2507
 AJ2507                         *CURRENT SURVEY CONTROL
 AJ2507  ___________________________________________________________________
 AJ2507* NAD 83(1995)-  38 29 55.92303(N)    080 45 20.34228(W)     ADJUSTED  
 AJ2507* NAVD 88     -       337.1    (meters)    1106.     (feet)  GPS OBS   
 AJ2507  ___________________________________________________________________
 AJ2507  X           -     802,966.930 (meters)                     COMP
 AJ2507  Y           -  -4,933,468.565 (meters)                     COMP
 AJ2507  Z           -   3,949,121.065 (meters)                     COMP
 AJ2507  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 AJ2507  ELLIP HEIGHT-         305.31  (meters)          (04/23/01) GPS OBS
 AJ2507  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 AJ2507
 AJ2507  HORZ ORDER  -  A
 AJ2507  ELLP ORDER  -  FOURTH    CLASS I
 AJ2507
 AJ2507.The horizontal coordinates were established by GPS observations
 AJ2507.and adjusted by the National Geodetic Survey in April 2001..
 AJ2507
 AJ2507.The orthometric height was determined by GPS observations and a
 AJ2507.high-resolution geoid model.
 AJ2507
 AJ2507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2507
 AJ2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2507
 AJ2507.The ellipsoidal height was determined by GPS observations
 AJ2507.and is referenced to NAD 83.
 AJ2507
 AJ2507.The geoid height was determined by GEOID03.
 AJ2507
 AJ2507;                    North         East     Units Scale Factor Converg.
 AJ2507;SPC WV S     -   166,387.132   621,314.316   MT  0.99994069   +0 09 03.8
 AJ2507;UTM  17      - 4,261,196.047   521,307.093   MT  0.99960559   +0 09 07.6
 AJ2507
 AJ2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2507!SPC WV S     -   0.99995210  x   0.99994069  =   0.99989279
 AJ2507!UTM  17      -   0.99995210  x   0.99960559  =   0.99955771
 AJ2507
 AJ2507                          SUPERSEDED SURVEY CONTROL
 AJ2507
 AJ2507.No superseded survey control is available for this station.
 AJ2507
 AJ2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC2130761196(NAD 83)
 AJ2507_MARKER: I = METAL ROD
 AJ2507_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2507_STAMPING: BCHR 2000
 AJ2507_MARK LOGO: NGS   
 AJ2507_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2507_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ2507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2507+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2000
 AJ2507_ROD/PIPE-DEPTH: 3.66 meters
 AJ2507_SLEEVE-DEPTH  : 1 meters
 AJ2507
 AJ2507  HISTORY     - Date     Condition        Report By
 AJ2507  HISTORY     - 20000325 MONUMENTED       WVALS
 AJ2507
 AJ2507                          STATION DESCRIPTION
 AJ2507
 AJ2507'DESCRIBED BY WV ASSOCIATION OF LAND SURVEYORS 2000 (BS)
 AJ2507'THE STATION IS LOCATED ABOUT 19.5 KM (12.15 MI) SOUTH OF SUTTON, ON
 AJ2507'THE SOUTHEAST SIDE OF BIRCH RIVER, IN THE RURITAN'S LOT AND IN
 AJ2507'FRONT OF A WELCOME TO BIRCH RIVER SIGN WITH FLAG POLES.
 AJ2507'
 AJ2507'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 79
 AJ2507'AND U.S. HIGHWAY 19 GO SOUTH ON HIGHWAY 19 FOR 16.85 KM (10.5 MI) TO
 AJ2507'THE JUNCTION OF STATE HIGHWAY 82 ON THE LEFT AND COUNTY ROUTE 1
 AJ2507'ON THE RIGHT.  TURN LEFT, EAST, ON HIGHWAY 82  AND THE RURITAN'S LOT
 AJ2507'IS IMMEDIATELY ON YOUR RIGHT WITH THE STATION IN THE NORTHWEST
 AJ2507'QUADRANT.  THE LOT IS BORDERED WITH CHAINLINK FENCE ON THE NORTH
 AJ2507'AND WEST SIDES AND RAIL FENCE ON THE EAST AND SOUTH SIDES.
 AJ2507'
 AJ2507'THE STATION IS 8.32 M (27.3 FT) NORTHWEST OF THE WELCOME TO BIRCH
 AJ2507'RIVER SIGN, 5.3 M (17.4 FT) SOUTH OF THE NORTH CHAINLINK FENCE, 2.19 M
 AJ2507'(7.2 FT) EAST-SOUTHEAST OF A 0.3 M (1 FT) SQUARE CONCRETE FOOTING
 AJ2507'THAT IS FLUSH WITH THE GROUND AND 1.8 M (5.9 FT) NORTHWEST OF A
 AJ2507'LIGHT FOR THE WELCOME SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1874 ***********************************************************************
 JX1874  DESIGNATION -  BDRY MON GARRISON 1941 RM 2
 JX1874  PID         -  JX1874
 JX1874  STATE/COUNTY-  WV/WETZEL
 JX1874  USGS QUAD   -  HUNDRED (1976)
 JX1874
 JX1874                         *CURRENT SURVEY CONTROL
 JX1874  ___________________________________________________________________
 JX1874* NAD 83(1995)-  39 43 16.60506(N)    080 25 16.62747(W)     ADJUSTED  
 JX1874* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 JX1874  ___________________________________________________________________
 JX1874  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 JX1874  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JX1874
 JX1874  HORZ ORDER  -  SECOND
 JX1874
 JX1874.The horizontal coordinates were established by classical geodetic methods
 JX1874.and adjusted by the National Geodetic Survey in April 1998..
 JX1874
 JX1874.The orthometric height was scaled from a topographic map.
 JX1874
 JX1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1874
 JX1874.The geoid height was determined by GEOID03.
 JX1874
 JX1874;                    North         East     Units Scale Factor Converg.
 JX1874;SPC WV N     -   135,988.439   521,014.913   MT  0.99994212   -0 35 15.3
 JX1874;SPC PA S     -    46,539.663   370,989.678   MT  1.00003992   -1 43 59.2
 JX1874;SPC PA S     -   152,688.88  1,217,155.30   sFT  1.00003992   -1 43 59.2
 JX1874;UTM  17      - 4,396,982.758   549,599.318   MT  0.99963029   +0 22 11.4
 JX1874
 JX1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1874!SPC WV N     -   0.99993117  x   0.99994212  =   0.99987329
 JX1874!SPC PA S     -   0.99993117  x   1.00003992  =   0.99997109
 JX1874!UTM  17      -   0.99993117  x   0.99963029  =   0.99956148
 JX1874
 JX1874                          SUPERSEDED SURVEY CONTROL
 JX1874
 JX1874  NAD 83(1986)-  39 43 16.60989(N)    080 25 16.63469(W) AD(       ) 2
 JX1874  NAD 27      -  39 43 16.31350(N)    080 25 17.35900(W) AD(       ) 2
 JX1874
 JX1874.Superseded values are not recommended for survey control.
 JX1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1874.See file dsdata.txt to determine how the superseded data were derived.
 JX1874
 JX1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4959996983(NAD 83)
 JX1874_MARKER: DR = REFERENCE MARK DISK
 JX1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1874_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1874+STABILITY: SURFACE MOTION
 JX1874
 JX1874  HISTORY     - Date     Condition        Report By
 JX1874  HISTORY     - 1941     MONUMENTED       CGS
 JX1874
 JX1874                          STATION DESCRIPTION
 JX1874
 JX1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JX1874'TO REACH THE STATION FROM THE POST OFFICE IN GARRISON, GO E ON
 JX1874'A GRADED DIRT ROAD
 JX1874'FOR 0.1 MILE TO THE GARRISON METHODIST CHURCH ON
 JX1874'THE LEFT.  HERE TURN RIGHT AND GO
 JX1874'0.05 MILE TO THE MARFORD FARMHOUSE
 JX1874'ON THE RIGHT.  TURN RIGHT INTO THE FARMYARD AND
 JX1874'FOLLOW FARM ROAD
 JX1874'THROUGH FARMYARD AND SW OUT ON THE RIDGE FOR 0.15 MILE TO A GATE.
 JX1874'CONTINUE 0.1
 JX1874'MILE TO A T FARM ROAD TO THE LEFT, TURN LEFT ON THIS
 JX1874'ROAD AND FOLLOW IT 0.3 MILE TO
 JX1874'A GATE IN THE STATE LINE FENCE AND
 JX1874'THE STATION ON THE LEFT AS DESCRIBED.
 JX1874'
 JX1874'REFERENCE MARK NO. 2 IS SET IN THE TOP OF A WEST VIRGINIA-
 JX1874'PENNSYLVANIA STATE
 JX1874'LINE MARKER.  IT IS STAMPED GARRISON NO. 2 1941.
 JX1874'THE STATE LINE MARKER IS A 12-INCH
 JX1874'SQUARE CONCRETE POST TAPERED TO
 JX1874'A PYRAMID, WITH A 5-INCH FLAT SURFACE ON TOP AND IT
 JX1874'PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1423 ***********************************************************************
 JW1423  DESIGNATION -  BDRY MON NR STA TRIMBLE 1935
 JW1423  PID         -  JW1423
 JW1423  STATE/COUNTY-  WV/BERKELEY
 JW1423  USGS QUAD   -  INWOOD (1984)
 JW1423
 JW1423                         *CURRENT SURVEY CONTROL
 JW1423  ___________________________________________________________________
 JW1423* NAD 83(1995)-  39 19 21.84022(N)    078 07 25.76568(W)     ADJUSTED  
 JW1423* NAVD 88     -       257.     (meters)     843.     (feet)  SCALED    
 JW1423  ___________________________________________________________________
 JW1423  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 JW1423  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JW1423
 JW1423  HORZ ORDER  -  THIRD
 JW1423
 JW1423.The horizontal coordinates were established by classical geodetic methods
 JW1423.and adjusted by the National Geodetic Survey in April 1998..
 JW1423
 JW1423.The orthometric height was scaled from a topographic map.
 JW1423
 JW1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1423
 JW1423.The geoid height was determined by GEOID03.
 JW1423
 JW1423;                    North         East     Units Scale Factor Converg.
 JW1423;SPC WV N     -    92,246.033   718,659.714   MT  0.99995467   +0 52 39.7
 JW1423;SPC VA N     - 2,183,896.894 3,532,438.928   MT  1.00002409   +0 14 05.2
 JW1423;SPC VA N     - 7,165,001.73 11,589,343.38   sFT  1.00002409   +0 14 05.2
 JW1423;UTM  17      - 4,356,536.986   747,938.493   MT  1.00035696   +1 49 24.7
 JW1423
 JW1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1423!SPC WV N     -   0.99996503  x   0.99995467  =   0.99991970
 JW1423!SPC VA N     -   0.99996503  x   1.00002409  =   0.99998912
 JW1423!UTM  17      -   0.99996503  x   1.00035696  =   1.00032198
 JW1423
 JW1423                          SUPERSEDED SURVEY CONTROL
 JW1423
 JW1423  NAD 83(1995)-  39 19 21.84021(N)    078 07 25.76566(W) AD(       ) 4
 JW1423  NAD 83(1995)-  39 19 21.84039(N)    078 07 25.76939(W) AD(       ) 4
 JW1423  NAD 83(1986)-  39 19 21.84082(N)    078 07 25.77396(W) AD(       ) 4
 JW1423  NAD 27      -  39 19 21.47800(N)    078 07 26.76600(W) AD(       ) 3
 JW1423
 JW1423.Superseded values are not recommended for survey control.
 JW1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1423.See file dsdata.txt to determine how the superseded data were derived.
 JW1423
 JW1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4793856537(NAD 83)
 JW1423_MARKER: Z = SEE DESCRIPTION
 JW1423_SETTING: 0 = UNSPECIFIED SETTING
 JW1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1423
 JW1423  HISTORY     - Date     Condition        Report By
 JW1423  HISTORY     - 1935     MONUMENTED       CGS
 JW1423
 JW1423                          STATION DESCRIPTION
 JW1423
 JW1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW1423'TO REACH FROM MARTINSBURG, GO S ON U.S. HIGHWAY 11 ABOUT
 JW1423'10 MILES TO BUNKER
 JW1423'HILL, HERE TURN RIGHT ON PAVED ROAD JUST N OF
 JW1423'A BRICK CHURCH, CROSS RAILROAD JUST N
 JW1423'OF STATION AND GO W AND SW
 JW1423'2.5 MILES TO CROSSROADS, CONTINUE STRAIGHT AHEAD 1.7
 JW1423'MILES TO
 JW1423'STATE LINE AND STATION.
 JW1423'
 JW1423'A STEEL TAPE MEASUREMENT WAS  MADE TO STATION TRIMBLE,
 JW1423'THE DISTANCE BEING 6.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1865 ***********************************************************************
 JX1865  DESIGNATION -  BDRY MON WV PA NEAR THOMAS
 JX1865  PID         -  JX1865
 JX1865  STATE/COUNTY-  WV/MONONGALIA
 JX1865  USGS QUAD   -  WADESTOWN (1976)
 JX1865
 JX1865                         *CURRENT SURVEY CONTROL
 JX1865  ___________________________________________________________________
 JX1865* NAD 83(1995)-  39 43 16.43270(N)    080 20 20.60632(W)     ADJUSTED  
 JX1865* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 JX1865  ___________________________________________________________________
 JX1865  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 JX1865  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JX1865
 JX1865  HORZ ORDER  -  SECOND
 JX1865
 JX1865.The horizontal coordinates were established by classical geodetic methods
 JX1865.and adjusted by the National Geodetic Survey in April 1998..
 JX1865
 JX1865.The orthometric height was scaled from a topographic map.
 JX1865
 JX1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1865
 JX1865.The geoid height was determined by GEOID03.
 JX1865
 JX1865;                    North         East     Units Scale Factor Converg.
 JX1865;SPC WV N     -   135,914.055   528,064.357   MT  0.99994212   -0 32 06.5
 JX1865;SPC PA S     -    46,324.395   378,036.916   MT  1.00003993   -1 40 47.1
 JX1865;SPC PA S     -   151,982.62  1,240,276.12   sFT  1.00003993   -1 40 47.1
 JX1865;UTM  17      - 4,397,026.168   556,646.854   MT  0.99963950   +0 25 20.6
 JX1865
 JX1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1865!SPC WV N     -   0.99993633  x   0.99994212  =   0.99987846
 JX1865!SPC PA S     -   0.99993633  x   1.00003993  =   0.99997626
 JX1865!UTM  17      -   0.99993633  x   0.99963950  =   0.99957586
 JX1865
 JX1865                          SUPERSEDED SURVEY CONTROL
 JX1865
 JX1865  NAD 83(1986)-  39 43 16.43699(N)    080 20 20.61258(W) AD(       ) 2
 JX1865  NAD 27      -  39 43 16.14620(N)    080 20 21.34150(W) AD(       ) 2
 JX1865
 JX1865.Superseded values are not recommended for survey control.
 JX1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1865.See file dsdata.txt to determine how the superseded data were derived.
 JX1865
 JX1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5664797026(NAD 83)
 JX1865_MARKER: U = CONCRETE POST
 JX1865_SETTING: 0 = UNSPECIFIED SETTING
 JX1865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1865
 JX1865  HISTORY     - Date     Condition        Report By
 JX1865  HISTORY     - 1941     MONUMENTED       CGS
 JX1865
 JX1865                          STATION DESCRIPTION
 JX1865
 JX1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1865'THE STATION IS ABOUT 7 MILES
 JX1865'W OF THE SMALL
 JX1865'TOWN OF BLACKSVILLE AT THE HOME OF MR. THOMAS.  IT
 JX1865'IS A FOOT SQUARE CONCRETE POST
 JX1865'PROJECTING ABOUT 4 FEET AND LOCATED
 JX1865'ABOUT 50 YARDS W OF MR. THOMAS HOUSE AND WITHIN A
 JX1865'FEW FEET OF THE
 JX1865'MOST WESTERLY OF HIS BARNS.  IT IS 277.819 METERS OR 911.48 FEET N
 JX1865'OF STATION
 JX1865'THOMAS.  IT IS NOW UNSTABLE.
 JX1865'
 JX1865'TO REACH FROM THE INTERSECTION OF PENNSYLVANIA STATE HIGHWAY 218
 JX1865'AND WEST VIRGINIA
 JX1865'STATE HIGHWAY 7 IN THE CENTER OF BLACKSVILLE, GO
 JX1865'WESTERLY ON HIGHWAY 7 FOR 5.7 MILES
 JX1865'TO THE BRIDGE OVER DUNKARD
 JX1865'CREEK AT THE VILLAGE OF WANA, THENCE CONTINUE STRAIGHT
 JX1865'AHEAD 1.4
 JX1865'MILES AND TURN RIGHT ONTO A GRADED ROAD, THENCE NORTHERLY 2.3
 JX1865'MILES TO THE TOP OF
 JX1865'THE RIDGE AND TURN RIGHT, THENCE ALONG THE
 JX1865'RIDGFE 0.4 MILE TO A WARPED-CROSS
 JX1865'CROSSROADS AND TAKE THE LEFT
 JX1865'FORK, THENCE 0.4 MILE TO SEVERAL BARNS AND THE
 JX1865'STATION ON THE LEFT.
 JX1865'
 JX1865'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION THOMAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2125 ***********************************************************************
 JX2125  DESIGNATION -  BEA
 JX2125  PID         -  JX2125
 JX2125  STATE/COUNTY-  WV/RITCHIE
 JX2125  USGS QUAD   -  MACFARLAN (1987)
 JX2125
 JX2125                         *CURRENT SURVEY CONTROL
 JX2125  ___________________________________________________________________
 JX2125* NAD 83(1995)-  39 05 15.77777(N)    081 13 39.60900(W)     ADJUSTED  
 JX2125* NAVD 88     -       327.2    (meters)    1073.     (feet)  VERTCON   
 JX2125  ___________________________________________________________________
 JX2125  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 JX2125  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JX2125
 JX2125  HORZ ORDER  -  THIRD
 JX2125
 JX2125.The horizontal coordinates were established by classical geodetic methods
 JX2125.and adjusted by the National Geodetic Survey in April 1998..
 JX2125
 JX2125.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2125
 JX2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2125
 JX2125.The geoid height was determined by GEOID03.
 JX2125
 JX2125;                    North         East     Units Scale Factor Converg.
 JX2125;SPC WV N     -    66,683.747   450,534.716   MT  0.99998457   -1 06 06.7
 JX2125;UTM  17      - 4,326,535.266   480,310.081   MT  0.99960477   -0 08 36.8
 JX2125
 JX2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2125!SPC WV N     -   0.99995395  x   0.99998457  =   0.99993852
 JX2125!UTM  17      -   0.99995395  x   0.99960477  =   0.99955874
 JX2125
 JX2125|---------------------------------------------------------------------|
 JX2125| PID    Reference Object                     Distance      Geod. Az  |
 JX2125|                                                           dddmmss.s |
 JX2125| CC9739 BEA RM 1                             12.243 METERS 06648     |
 JX2125| CC9740 BEA RM 2                             14.593 METERS 20004     |
 JX2125| CC9738 BEA AZ MK                                          3172330.8 |
 JX2125|---------------------------------------------------------------------|
 JX2125
 JX2125                          SUPERSEDED SURVEY CONTROL
 JX2125
 JX2125  NAD 83(1986)-  39 05 15.78296(N)    081 13 39.61620(W) AD(       ) 3
 JX2125  NAD 27      -  39 05 15.50680(N)    081 13 40.20510(W) AD(       ) 3
 JX2125  NGVD 29 (07/19/86)  327.4    (m)         1074.     (f) VERT ANG       
 JX2125
 JX2125.Superseded values are not recommended for survey control.
 JX2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2125.See file dsdata.txt to determine how the superseded data were derived.
 JX2125
 JX2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD8031026535(NAD 83)
 JX2125_MARKER: DS = TRIANGULATION STATION DISK
 JX2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2125
 JX2125  HISTORY     - Date     Condition        Report By
 JX2125  HISTORY     - 1956     MONUMENTED       CGS
 JX2125
 JX2125                          STATION DESCRIPTION
 JX2125
 JX2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX2125'THE STATION IS LOCATED ON THE NORTHERLY SLOPE OF A NORTH AND SOUTH
 JX2125'RIDGE THAT IS ABOUT 7 MILES
 JX2125'WEST OF SMITHVILLE AND 6 MILES NORTH OF MUNDAY.  IT IS 9 FEET NORTH
 JX2125'OF THE APPROXIMATE CENTER OF A TRACK
 JX2125'ROAD AND 45 FEET SOUTHWEST OF A TRIANGLE BLAZED OAK TREE.
 JX2125'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 JX2125'STAMPED BEA 1956.
 JX2125'
 JX2125'REFERENCE MARK NO. 1 IS 13 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 JX2125'OF A TRACK ROAD AND 9 FEET
 JX2125'SOUTH OF A TRIANGLE BLAZED OAK TREE.  THE MARK PROJECTS ABOUT 4
 JX2125'INCHES AND THE DISK IS STAMPED BEA
 JX2125'NO 1 1956.
 JX2125'
 JX2125'REFERENCE MARK NO. 2 IS 9 FEET EAST OF THE APPROXIMATE CENTER OF A
 JX2125'TRACK ROAD.  THE MARK
 JX2125'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BEA NO 2 1956.
 JX2125'
 JX2125'AZIMUTH MARK IS 25 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 JX2125'HIGHWAY 47 AND 2 FEET SOUTH
 JX2125'OF A WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 JX2125'STAMPED BEA 1956.
 JX2125'
 JX2125'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 50 AND STATE
 JX2125'HIGHWAY 47 AT THE EAST EDGE
 JX2125'OF PARKERSBURG, GO SOUTHEAST ON STATE HIGHWAY 47 FOR 24.0 MILES TO
 JX2125'THE JUNCTION OF STATE HIGHWAY 47
 JX2125'AND 53.  CONTINUE SOUTHEAST ON STATE HIGHWAY 47 FOR 1.35
 JX2125'MILES TO THE AZIMUTH MARK ON LEFT.  CONTINUE
 JX2125'SOUTHEAST ON STATE HIGHWAY 47 FOR 0.5
 JX2125'MILE TO SOUTH FORK, HUGHES BRIDGE.  CONTINUE SOUTHEAST ON STATE
 JX2125'HIGHWAY 47 FOR 0.6 MILE TO A
 JX2125'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR .05 MILE TO MRS. HAZEL
 JX2125'WAGGONERS HOME, AND END OF
 JX2125'TRUCK TRAVEL.  A FOUR-WHEEL DRIVE CAN BE DRIVEN TO STATION
 JX2125'BY PASSING THROUGH GATE AT THE SOUTHWEST
 JX2125'CORNER OF SHED AND FOLLOW OLD LOG ROAD SOUTHERLY
 JX2125'AND THEN WESTERLY ALONG THE NORTH END OF RIDGE OF ABOUT 0.3
 JX2125'MILE TO WHERE TRACK ROAD
 JX2125'TURNS AND GOES SOUTHEAST ALONG THE SLOPE.  TURN LEFT AND GO SOUTHEAST
 JX2125'ON TRACK ROAD FOR ABOUT 0.1 MILE
 JX2125'TO A TRIANGLE BLAZED OAK TREE ON LEFT AND STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1966 ***********************************************************************
 JX1966  DESIGNATION -  BEAGLE
 JX1966  PID         -  JX1966
 JX1966  STATE/COUNTY-  WV/TYLER
 JX1966  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX1966
 JX1966                         *CURRENT SURVEY CONTROL
 JX1966  ___________________________________________________________________
 JX1966* NAD 83(1995)-  39 27 53.69528(N)    080 54 33.09812(W)     ADJUSTED  
 JX1966* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 JX1966  ___________________________________________________________________
 JX1966  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 JX1966  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX1966
 JX1966  HORZ ORDER  -  THIRD
 JX1966
 JX1966.The horizontal coordinates were established by classical geodetic methods
 JX1966.and adjusted by the National Geodetic Survey in April 1998..
 JX1966
 JX1966.The orthometric height was scaled from a topographic map.
 JX1966
 JX1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1966
 JX1966.The geoid height was determined by GEOID03.
 JX1966
 JX1966;                    North         East     Units Scale Factor Converg.
 JX1966;SPC WV N     -   108,072.891   478,741.179   MT  0.99994467   -0 53 55.5
 JX1966;UTM  17      - 4,368,374.738   507,811.341   MT  0.99960075   +0 03 27.8
 JX1966
 JX1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1966!SPC WV N     -   0.99995886  x   0.99994467  =   0.99990353
 JX1966!UTM  17      -   0.99995886  x   0.99960075  =   0.99955962
 JX1966
 JX1966|---------------------------------------------------------------------|
 JX1966| PID    Reference Object                     Distance      Geod. Az  |
 JX1966|                                                           dddmmss.s |
 JX1966| CX3204 BEAGLE RM 2                           8.110 METERS 02035     |
 JX1966| CX3203 BEAGLE RM 1                          10.592 METERS 11250     |
 JX1966| JX2027 SMITH                               APPROX.10.8 KM 3204117.2 |
 JX1966|---------------------------------------------------------------------|
 JX1966
 JX1966                          SUPERSEDED SURVEY CONTROL
 JX1966
 JX1966  NAD 83(1986)-  39 27 53.70072(N)    080 54 33.10599(W) AD(       ) 3
 JX1966  NAD 27      -  39 27 53.42560(N)    080 54 33.71940(W) AD(       ) 3
 JX1966
 JX1966.Superseded values are not recommended for survey control.
 JX1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1966.See file dsdata.txt to determine how the superseded data were derived.
 JX1966
 JX1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0781168375(NAD 83)
 JX1966_MARKER: DS = TRIANGULATION STATION DISK
 JX1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1966_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1966
 JX1966  HISTORY     - Date     Condition        Report By
 JX1966  HISTORY     - 1963     MONUMENTED       CGS
 JX1966
 JX1966                          STATION DESCRIPTION
 JX1966
 JX1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1966'THE STATION IS LOCATED ON THE SOUTHWEST SLOPE OF A HILL, ABOUT 8
 JX1966'MILES SOUTHWEST OF
 JX1966'SISTERSVILLE, 5 MILES NORTHWEST OF TYLER, AND 2 MILES SOUTH OF
 JX1966'MIDDISBOURNE.  IT IS 5 FEET WEST
 JX1966'OF A WIRE FENCE, 6 FEET NORTHWEST OF A WITNESS POST, 18 FEET WEST OF
 JX1966'THE CENTER LINE OF A GRAVEL ROAD,
 JX1966'30 FEET NORTHWEST OF A 30 INCH WALNUT TREE, AND
 JX1966'ON THE PROPERTY OF MR. B. E. BEAGLE.  THE MONUMENT
 JX1966'PROJECTS 1 INCH AND THE DISK IS
 JX1966'STAMPED BEAGLE 1963.
 JX1966'
 JX1966'TO REACH THE STATION FROM THE COURTHOUSE IN MIDDLEBOURNE, GO SOUTH ON
 JX1966'STATE HIGHWAY 18 FOR 0.1
 JX1966'MILE TO A FORK, TAKE THE RIGHT FORK OVER THE BRIDGE AND GO 0.2
 JX1966'MILE TO A SIDE ROAD LEFT, TURN LEFT
 JX1966'AND FOLLOW SURFACE BLACKTOPPED ROAD SOUTHEAST AND
 JX1966'SOUTH FOR 2.1 MILES TO A ROAD RIGHT AT A SHARP CURVE
 JX1966'TO THE LEFT IN MAIN ROAD, TURN
 JX1966'RIGHT ON SIDE ROAD AND GO SOUTHWEST FOR ABOUT 60 FEET TO STATION ON
 JX1966'THE RIGHT.
 JX1966'
 JX1966'REFERENCE MARK 1 IS 15 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD,
 JX1966'9 FEET EAST OF THE 30 INCH
 JX1966'WALNUT TREE AND 29 FEET EAST OF A WITNESS POST.  THE MONUMENT
 JX1966'PROJECTS 2 INCHES AND THE DISK IS
 JX1966'STAMPED BEAGLE NO 1 1963.
 JX1966'
 JX1966'REFERENCE MARK 2 IS 1 FOOT EAST OF A WIRE FENCE, 9 FEET WEST OF THE
 JX1966'CENTER LINE OF THE GRAVEL
 JX1966'ROAD, 30 FEET NORTH OF A WITNESS POST AND 45 FEET NORTH OF THE 30
 JX1966'INCH WALNUT TREE.  THE MONUMENT
 JX1966'IS FLUSH AND THE DISK IS STAMPED BEAGLE NO 2 1963.
 JX1966'
 JX1966'STATION, SMITH OR OWLSHEAD CAN BE USED FOR A AZIMUTH.
 JX1966'
 JX1966'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3436 ***********************************************************************
 HW3436  DESIGNATION -  BEAMS
 HW3436  PID         -  HW3436
 HW3436  STATE/COUNTY-  WV/GRANT
 HW3436  USGS QUAD   -  PETERSBURG WEST (1995)
 HW3436
 HW3436                         *CURRENT SURVEY CONTROL
 HW3436  ___________________________________________________________________
 HW3436* NAD 83(1995)-  38 59 29.55053(N)    079 08 15.83366(W)     ADJUSTED  
 HW3436* NAVD 88     -       287.84   (+/-2cm)     944.4    (feet)  VERTCON   
 HW3436  ___________________________________________________________________
 HW3436  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 HW3436  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HW3436
 HW3436  HORZ ORDER  -  THIRD
 HW3436  VERT ORDER  -  THIRD ? (See Below)
 HW3436
 HW3436.This mark is at Grant County Airport (W99)
 HW3436
 HW3436.The horizontal coordinates were established by classical geodetic methods
 HW3436.and adjusted by the National Geodetic Survey in April 1998..
 HW3436
 HW3436.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3436.The vertical order pertains to the NGVD 29 superseded value.
 HW3436
 HW3436.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3436
 HW3436.The geoid height was determined by GEOID03.
 HW3436
 HW3436;                    North         East     Units Scale Factor Converg.
 HW3436;SPC WV N     -    54,632.968   631,385.713   MT  1.00000161   +0 13 51.8
 HW3436;UTM  17      - 4,317,487.476   661,282.264   MT  0.99992030   +1 10 19.2
 HW3436
 HW3436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3436!SPC WV N     -   0.99995983  x   1.00000161  =   0.99996144
 HW3436!UTM  17      -   0.99995983  x   0.99992030  =   0.99988014
 HW3436
 HW3436:                Primary Azimuth Mark                     Grid Az
 HW3436:SPC WV N     -  PETERSBURG MUNICIPAL STANDPIPE           053 50 06.2
 HW3436:UTM  17      -  PETERSBURG MUNICIPAL STANDPIPE           052 53 38.8
 HW3436
 HW3436|---------------------------------------------------------------------|
 HW3436| PID    Reference Object                     Distance      Geod. Az  |
 HW3436|                                                           dddmmss.s |
 HW3436| HW3426 PETERSBURG MUNICIPAL STANDPIPE      APPROX. 1.4 KM 0540358.0 |
 HW3436| HW3439 AIRWAY BCN 29 PETERSBURG APT         13.807 METERS 08721     |
 HW3436| HW1450 W 76                                  7.876 METERS 08931     |
 HW3436| HW3435 FAN MARKER PETERSBURG 1956           11.597 METERS 22646     |
 HW3436| DC3762 BEAMS AZ MK                                        2973454.3 |
 HW3436| DC3763 BEAMS RM 1                           13.818 METERS 35550     |
 HW3436|---------------------------------------------------------------------|
 HW3436
 HW3436                          SUPERSEDED SURVEY CONTROL
 HW3436
 HW3436  NAD 83(1995)-  38 59 29.55630(N)    079 08 15.84548(W) AD(       ) 3
 HW3436  NAD 83(1986)-  38 59 29.55733(N)    079 08 15.84538(W) AD(       ) 3
 HW3436  NAD 27      -  38 59 29.15970(N)    079 08 16.71900(W) AD(       ) 3
 HW3436  NGVD 29 (07/19/86)  287.99   (m)          944.8    (f) LEVELING    3  
 HW3436
 HW3436.Superseded values are not recommended for survey control.
 HW3436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3436.See file dsdata.txt to determine how the superseded data were derived.
 HW3436
 HW3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6128217487(NAD 83)
 HW3436_MARKER: DS = TRIANGULATION STATION DISK
 HW3436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3436
 HW3436  HISTORY     - Date     Condition        Report By
 HW3436  HISTORY     - 1956     MONUMENTED       CGS
 HW3436
 HW3436                          STATION DESCRIPTION
 HW3436
 HW3436'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3436'THE STATION IS LOCATED AIRLINE, ABOUT 1 MILE WEST OF PETERSBURG, AT
 HW3436'THE PETERSBURG C.A.A.
 HW3436'INTERMEDIATE LANDING FIELD (SITE NO. 29 OF THE CINCINNATI-WASHINGTON
 HW3436'AIRWAYS).  IT IS AT THE NORTHEAST
 HW3436'CORNER OF THE LANDING FIELD AND NEAR THE FAN MARKER AND BEACON
 HW3436'FACILITIES.
 HW3436'
 HW3436'THE STATION IS A STANDARD DISK STAMPED BEAMS 1956 SET IN TOP OF A
 HW3436'10-INCH SQUARE CONCRETE
 HW3436'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 36 FEET SOUTH OF AN
 HW3436'EAST-WEST FENCE LINE AND A WHITE
 HW3436'WITNESS POST AND 10 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE
 HW3436'MOST SOUTHERLY OF TWO SMALL BUILDINGS.
 HW3436'
 HW3436'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BEAMS NO 1 1956
 HW3436'SET IN TOP OF A ROUND
 HW3436'MONUMENT WHICH IS 10-INCHES IN DIAMETER AND FLUSH WITH THE GROUND.
 HW3436'IT IS 25 FEET WEST OF A WHITE
 HW3436'WITNESS POST, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE AND ABOUT
 HW3436'THE SAME ELEVATION AS THE STATION.
 HW3436'
 HW3436'U.S.C. AND G.S. BENCH MARK W76 WAS USED FOR REFERENCE MARK NUMBER
 HW3436'TWO.  IT IS A STANDARD BENCH
 HW3436'MARK DISK STAMPED W76 1941 SET IN A DRILL HOLE NEAR THE NORTH EDGE OF
 HW3436'THE CONCRETE STEP OF THE MOST
 HW3436'NORTHERLY OF TWO SMALL BUILDINGS.  IT IS ABOUT 6 INCHES ABOVE
 HW3436'THE ELEVATION OF THE STATION.
 HW3436'
 HW3436'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEAMS 1956 SET IN TOP OF
 HW3436'A ROUND MONUMENT WHICH IS
 HW3436'10-INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 52 FEET SOUTH
 HW3436'AND 48.5 FEET NORTH OF EACH OF TWO
 HW3436'GREEN APPROACH LIGHTS AT THE WEST END OF THE RUNWAY
 HW3436'AND 1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 HW3436'
 HW3436'BEACON NUMBER 29 IS A 4-LEGGED TRUSSWORK STEEL STRUCTURE SUPPORTING
 HW3436'THE BEACON PROPER.  IT IS
 HW3436'PAINTED ALTERNATELY ORANGE AND WHITE AND HAS AN OVERALL HEIGHT OF 50
 HW3436'FEET.  THE CENTER OF THE BASE WAS MEASURED AND OBSEVED.
 HW3436'
 HW3436'THE RADIO FAN MARKER HAS A LONG AERIAL WHICH EXTENDS
 HW3436'NORTHEAST-SOUTHWEST ABOUT 3 FEET
 HW3436'ABOVE A 20 BY 40 FOOT WIRE SCREEN GUARD.  THE SCREEN GUARD IS
 HW3436'HORIZONTAL AND ABOUT 5 FEET ABOVE
 HW3436'THE GROUND.  THE CENTER OF THE AERIAL WAS MEASURED AND OBSERVED.
 HW3436'
 HW3436'TO REACH THE STATION FROM THE TRAFFIC LIGHT, WHICH IS 0.05 MILE WEST
 HW3436'OF THE POST OFFICE IN
 HW3436'PETERSBURG, GO SOUTH ON U.S. HIGHWAY 220 FOR 0.65 MILE TO A ROAD FORK
 HW3436'AND A SIDE ROAD RIGHT.  TURN
 HW3436'RIGHT AS PER SIGN, STATE TROUT HATCHERY 3 MILES AND GO WEST
 HW3436'FOR 1.3 MILES TO A GRADED SIDE ROAD ON THE
 HW3436'RIGHT, TURN RIGHT AND GO NORTH FOR 0.45 MILE
 HW3436'TO THE ENTRANCE TO THE LANDING FIELD ON THE RIGHT.  TURN
 HW3436'RIGHT, PASSING THROUGH A GATE AND
 HW3436'GO EAST AND NORTH ALONG THE EDGE OF THE LANDING FIELD FOR 0.4 MILE TO
 HW3436'THE NORTHEAST CORNER OF THE FIELD AND THE STATION SITE.
 HW3436'
 HW3436'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ACROSS THE FIELD
 HW3436'FOR 0.5 MILE TO A NORTH-SOUTH
 HW3436'FENCE LINE, TWO GREEN APPROACH LIGHTS AND THE AZIMUTH MARK.
 HW3436'
 HW3436'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1346 ***********************************************************************
 JW1346  DESIGNATION -  BEAR
 JW1346  PID         -  JW1346
 JW1346  STATE/COUNTY-  WV/PRESTON
 JW1346  USGS QUAD   -  CUZZART (1976)
 JW1346
 JW1346                         *CURRENT SURVEY CONTROL
 JW1346  ___________________________________________________________________
 JW1346* NAD 83(1995)-  39 34 15.23626(N)    079 30 06.28819(W)     ADJUSTED  
 JW1346* NAVD 88     -       942.9    (meters)    3093.     (feet)  VERTCON   
 JW1346  ___________________________________________________________________
 JW1346  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 JW1346  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JW1346
 JW1346  HORZ ORDER  -  FIRST
 JW1346
 JW1346.The horizontal coordinates were established by classical geodetic methods
 JW1346.and adjusted by the National Geodetic Survey in April 1998..
 JW1346
 JW1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1346
 JW1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1346
 JW1346.The geoid height was determined by GEOID03.
 JW1346
 JW1346;                    North         East     Units Scale Factor Converg.
 JW1346;SPC WV N     -   118,888.031   599,849.920   MT  0.99994120   -0 00 04.0
 JW1346;SPC MD       -   214,332.071   185,056.877   MT  1.00002339   -1 34 12.7
 JW1346;SPC MD       -   703,187.80    607,140.77   sFT  1.00002339   -1 34 12.7
 JW1346;UTM  17      - 4,381,204.966   628,690.161   MT  0.99980390   +0 57 16.4
 JW1346
 JW1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1346!SPC WV N     -   0.99985702  x   0.99994120  =   0.99979823
 JW1346!SPC MD       -   0.99985702  x   1.00002339  =   0.99988040
 JW1346!UTM  17      -   0.99985702  x   0.99980390  =   0.99966095
 JW1346
 JW1346|---------------------------------------------------------------------|
 JW1346| PID    Reference Object                     Distance      Geod. Az  |
 JW1346|                                                           dddmmss.s |
 JW1346| CX3210 BEAR RM 1                            27.778 METERS 07830     |
 JW1346| CX3211 BEAR RM 2                            22.899 METERS 13721     |
 JW1346| JW1302 SNAGGY                              APPROX. 9.5 KM 1721833.3 |
 JW1346| JW1347 TERRA ALTA CP MICROWAVE             APPROX. 7.2 KM 2015837.8 |
 JW1346|---------------------------------------------------------------------|
 JW1346
 JW1346                          SUPERSEDED SURVEY CONTROL
 JW1346
 JW1346  NAD 83(1995)-  39 34 15.23731(N)    079 30 06.29346(W) AD(       ) 1
 JW1346  NAD 83(1986)-  39 34 15.24423(N)    079 30 06.29710(W) AD(       ) 1
 JW1346  NAD 27      -  39 34 14.91810(N)    079 30 07.13735(W) AD(       ) 1
 JW1346  NGVD 29 (07/19/86)  943.0    (m)         3094.     (f) VERT ANG       
 JW1346
 JW1346.Superseded values are not recommended for survey control.
 JW1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1346.See file dsdata.txt to determine how the superseded data were derived.
 JW1346
 JW1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD2869081205(NAD 83)
 JW1346_MARKER: DS = TRIANGULATION STATION DISK
 JW1346_SETTING: 80 = SET IN A BOULDER
 JW1346_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1346
 JW1346  HISTORY     - Date     Condition        Report By
 JW1346  HISTORY     - 1975     MONUMENTED       NGS
 JW1346
 JW1346                          STATION DESCRIPTION
 JW1346
 JW1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1346'THE STATION IS ABOUT 12 MILES NORTHEAST OF KINGWOOD, 9-1/2 MILES
 JW1346'SOUTHEAST OF BRUCETON MILLS, 9 MILES NORTH OF TERRA ALTA, 1-1/2
 JW1346'MILES WEST OF THE WEST VIRGINIA-MARYLAND STATE LINE AND ON LAND
 JW1346'OWNED BY BIG BEAR CAMPLANDS CORPORATION.  PERMISSION WAS GRANTED
 JW1346'BY ROBERT GARBART, PHONE NUMBER 329-0838, KINGWOOD, WEST
 JW1346'VIRGINIA.
 JW1346'
 JW1346'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 48 AND
 JW1346'STATE HIGHWAY 26 IN BRUCETON MILLS, GO EASTERLY ON HIGHWAY 48
 JW1346'FOR 5.9 MILES TO THE HAZELTON ROAD EXIT.  TURN RIGHT AND GO
 JW1346'SOUTH ON HAZELTON ROAD FOR 0.1 MILE TO THE JUNCTION WITH CUZZART
 JW1346'ROAD.  TURN RIGHT AND GO WEST AND SOUTH ON CUZZART ROAD FOR 2.9
 JW1346'MILES TO A CROSSROAD AND A SIGN BIG BEAR LAKE.  TURN LEFT AND GO
 JW1346'EASTERLY ON A PAVED ROAD AS PER SIGN FOR 2.35 MILES TO A
 JW1346'CROSSROAD AT THE SMALL COMMUNITY OF MOUNTAIN VIEW.  TURN RIGHT
 JW1346'AND GO SOUTH ON A NARROW PAVED ROAD FOR 0.35 MILE TO THE
 JW1346'ENTRANCE TO THE BIG BEAR LAKE CAMPGROUND.  PASS THROUGH AND
 JW1346'CONTINUE SOUTHERLY ON A PAVED ROAD FOR 1.3 MILES TO WHERE
 JW1346'THE PAVED ROAD TURNS LEFT AND A GRAVELED ROAD CONTINUES
 JW1346'STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD, SOUTHERLY ON THE
 JW1346'GRAVELED ROAD FOR 1.4 MILES TO WHERE THE ROAD TURNS RIGHT JUST
 JW1346'AFTER PASSING A LANDING STRIP ON THE LEFT.  TURN RIGHT AND GO
 JW1346'WESTERLY ON A GRADED ROAD FOR 0.95 MILE TO THE TOP OF A
 JW1346'SMALL RISE AND THE STATION ON THE RIGHT.
 JW1346'
 JW1346'STATION MARK IS A STANDARD DISK, STAMPED---BEAR 1975---, CEMENTED
 JW1346'IN A DRILL HOLE IN A 3 X 4 FOOT BOULDER, THAT PROJECTS 8 INCHES
 JW1346'ABOVE THE GROUND.  IT IS 37.0 FEET NORTH OF THE CENTER OF THE
 JW1346'GRADED ROAD AND 3.0 FEET SOUTHEAST OF A WITNESS POST.
 JW1346'
 JW1346'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BEAR NO 1 1975---,
 JW1346'CEMENTED IN A DRILL HOLE IN A 1 X 3 FOOT BOULDER, THAT PROJECTS
 JW1346'3 INCHES ABOVE THE GROUND.  IT IS 18.0 FEET SOUTH OF THE CENTER
 JW1346'OF THE GRADED ROAD AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 JW1346'
 JW1346'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BEAR NO 2 1975---,
 JW1346'CEMENTED IN A DRILL HOLE IN A 4 X 6 FOOT BOULDER, THAT PROJECTS
 JW1346'3 FEET ABOVE THE GROUND.  IT IS 37.0 FEET SOUTH OF THE CENTER OF
 JW1346'THE GRADED ROAD AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 JW1346'
 JW1346'HEIGHT OF LIGHT ABOVE STATION MARK 18.8 METERS.
 JW1346'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1912 ***********************************************************************
 JX1912  DESIGNATION -  BEAR
 JX1912  PID         -  JX1912
 JX1912  STATE/COUNTY-  WV/UPSHUR
 JX1912  USGS QUAD   -  BERLIN (1976)
 JX1912
 JX1912                         *CURRENT SURVEY CONTROL
 JX1912  ___________________________________________________________________
 JX1912* NAD 83(1995)-  39 03 25.86291(N)    080 17 23.29270(W)     ADJUSTED  
 JX1912* NAVD 88     -       570.1    (meters)    1870.     (feet)  VERTCON   
 JX1912  ___________________________________________________________________
 JX1912  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 JX1912  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JX1912
 JX1912  HORZ ORDER  -  FIRST
 JX1912
 JX1912.The horizontal coordinates were established by classical geodetic methods
 JX1912.and adjusted by the National Geodetic Survey in April 1998..
 JX1912
 JX1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1912
 JX1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1912
 JX1912.The geoid height was determined by GEOID03.
 JX1912
 JX1912;                    North         East     Units Scale Factor Converg.
 JX1912;SPC WV S     -   228,572.954   661,474.175   MT  1.00004168   +0 26 20.5
 JX1912;SPC WV N     -    62,157.499   531,638.852   MT  0.99998968   -0 30 13.4
 JX1912;UTM  17      - 4,323,362.367   561,447.954   MT  0.99964649   +0 26 51.0
 JX1912
 JX1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1912!SPC WV S     -   0.99991560  x   1.00004168  =   0.99995727
 JX1912!SPC WV N     -   0.99991560  x   0.99998968  =   0.99990528
 JX1912!UTM  17      -   0.99991560  x   0.99964649  =   0.99956212
 JX1912
 JX1912|---------------------------------------------------------------------|
 JX1912| PID    Reference Object                     Distance      Geod. Az  |
 JX1912|                                                           dddmmss.s |
 JX1912| CX3209 BEAR RM 1                             4.345 METERS 04016     |
 JX1912| JX1913 BEAR 1941 RM USGS                     8.227 METERS 11958     |
 JX1912| HX2865 AIRWAY BEACON 23                    APPROX.31.2 KM 1741238.8 |
 JX1912| CX3208 BEAR AZ MK                                         2854154.3 |
 JX1912|---------------------------------------------------------------------|
 JX1912
 JX1912                          SUPERSEDED SURVEY CONTROL
 JX1912
 JX1912  NAD 83(1986)-  39 03 25.86763(N)    080 17 23.30356(W) AD(       ) 1
 JX1912  NAD 27      -  39 03 25.52200(N)    080 17 23.99470(W) AD(       ) 1
 JX1912  NGVD 29 (07/19/86)  570.3    (m)         1871.     (f) VERT ANG       
 JX1912
 JX1912.Superseded values are not recommended for survey control.
 JX1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1912.See file dsdata.txt to determine how the superseded data were derived.
 JX1912
 JX1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6144823362(NAD 83)
 JX1912_MARKER: DS = TRIANGULATION STATION DISK
 JX1912_SETTING: 80 = SET IN A BOULDER
 JX1912_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JX1912
 JX1912  HISTORY     - Date     Condition        Report By
 JX1912  HISTORY     - 1941     MONUMENTED       CGS
 JX1912  HISTORY     - 1956     GOOD             CGS
 JX1912
 JX1912                          STATION DESCRIPTION
 JX1912
 JX1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1912'STATION IS LOCATED ABOUT 5-1/2 MILES BY ROAD S OF THE VILLAGE OF
 JX1912'BERLIN, NEAR THE HIGHEST POINT
 JX1912'OF A BARE PASTURE KNOWN AS BEAR KNOB, NEAR A U.S.
 JX1912'GEOLOGICAL SURVEY REFERENCE MARK
 JX1912'DISK AND ON PROPERTY OWNED BY
 JX1912'HARRISON LEWIS WHO LIVES ABOUT 0.5 MILE FROM THE
 JX1912'STATION.  IT IS
 JX1912'ON THE W SLOPE OF THE KNOB, 20 FEET SW OF THE HIGHEST POINT OF THE
 JX1912'KNOB, 50 FEET S
 JX1912'OF A FENCE LINE, STAMPED BEAR 1941 AND PROJECTS
 JX1912'3 INCHES.
 JX1912'
 JX1912'SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 JX1912'IN A BOULDER.
 JX1912'
 JX1912'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 JX1912'HOLE IN BEDROCK.
 JX1912'
 JX1912'REFERENCE MARK NO. 1 IS A STANDARD DISK SET FLUSH IN A DRILL
 JX1912'HOLE IN A 4- BY
 JX1912'5-INCH AREA OF OUTCROPPING BEDROCK.  IT IS 43 FEET
 JX1912'S OF FENCE LINE AND IS STAMPED
 JX1912'BEAR NO. 1 1941.
 JX1912'
 JX1912'A REFERENCE MARK FOR THE ORIGINAL STATION BEAR (USGS) WAS USED
 JX1912'AS REFERENCE MARK
 JX1912'NO. 2.  IT IS IN THE S SLOPE OF THE KNOB.  IT IS
 JX1912'A STANDARD U.S. GEOLOGICAL SURVEY
 JX1912'AND WEST VIRGINIA REFERENCE MARK
 JX1912'DISK SET FLUSH IN A 4- BY 5-FOOT AREA OF OUTCROPPING
 JX1912'BEDROCK AND
 JX1912'IS NOT STAMPED.
 JX1912'
 JX1912'THE AZIMUTH MARK IS A STANDARD COAST AND GEODETIC SURVEY AZIMUTH
 JX1912'MARK DISK SET
 JX1912'FLUSH IN THE FLAT TOP AND NEAR THE W END OF A
 JX1912'CONCRETE CULVERT 1-1/2 FEET BY
 JX1912'14-1/2 FEET, 17 FEET SW OF THE CENTER
 JX1912'OF THE HIGHWAY.  IT IS STAMPED BEAR 1941 AND IS
 JX1912'WITNESSED
 JX1912'BY A 4-INCH SQUARE WHITE WOODEN POST PROJECTING 2-1/2 FEET.  TO
 JX1912'REACH FROM THE
 JX1912'ROAD FORK IN BERLIN, TAKE THE LEFT FORK (ROAD LEADING
 JX1912'TO THE STATION) AND GO 3.3 MILES
 JX1912'TO THE MARK ON THE RIGHT.
 JX1912'
 JX1912'TO REACH THE STATION FROM THE VILLAGE OF JANE LEW, FOLLOW A
 JX1912'PAVED ROAD TO THE
 JX1912'VILLAGE OF BERLIN (5.5 MILES) AND ROAD FORKS.
 JX1912'TAKE LEFT FORK, PAVED, AND GO 3.6
 JX1912'MILES TO A DIRT ROAD RIGHT.  TURN
 JX1912'RIGHT AND GO 1.4 MILES TO THE END OF THE ROAD AND
 JX1912'END OF TRUCK
 JX1912'TRAVEL.  FROM HERE PROCEED ON FOOT NORTHWESTERLY FOR ABOUT 0.75
 JX1912'MILE TO THE
 JX1912'HIGHEST POINT OF THE RIDGE AND STATION.
 JX1912'
 JX1912'A 50-FOOT TOWER IS NEEDED TO SEE STATIONS IVY AND GOINOUR.
 JX1912'ALL OTHER STATIONS
 JX1912'ARE VISIBLE FROM THE GROUND.
 JX1912
 JX1912                          STATION RECOVERY (1956)
 JX1912
 JX1912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDR)
 JX1912'THE STATION WAS RECOVERED AS DESCRIBED BY G.W.L. AND ALL MARKS WERE
 JX1912'FOUND IN GOOD CONDITION.
 JX1912'A DIFFERENCE WAS IN THE DIRECTION AND DISTANCE TO THE REFERENCE
 JX1912'MARKS.  THE 1941 DESCRIPTION TO
 JX1912'REACH IS ADEQUATE.
 JX1912'
 JX1912'1956 OBSERVATION TAKEN FROM A 64 FT. TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1459 ***********************************************************************
 JW1459  DESIGNATION -  BEAR
 JW1459  PID         -  JW1459
 JW1459  STATE/COUNTY-  WV/HARDY
 JW1459  USGS QUAD   -  NEEDMORE (1970)
 JW1459
 JW1459                         *CURRENT SURVEY CONTROL
 JW1459  ___________________________________________________________________
 JW1459* NAD 83(1995)-  39 02 17.86689(N)    078 46 56.72404(W)     ADJUSTED  
 JW1459* NAVD 88     -       751.7    (meters)    2466.     (feet)  VERTCON   
 JW1459  ___________________________________________________________________
 JW1459  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 JW1459  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JW1459
 JW1459  HORZ ORDER  -  THIRD
 JW1459
 JW1459.The horizontal coordinates were established by classical geodetic methods
 JW1459.and adjusted by the National Geodetic Survey in April 1998..
 JW1459
 JW1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1459
 JW1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1459
 JW1459.The geoid height was determined by GEOID03.
 JW1459
 JW1459;                    North         East     Units Scale Factor Converg.
 JW1459;SPC WV N     -    60,008.283   662,126.466   MT  0.99999298   +0 27 27.5
 JW1459;UTM  17      - 4,323,366.408   691,930.303   MT  1.00005361   +1 23 49.7
 JW1459
 JW1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1459!SPC WV N     -   0.99988718  x   0.99999298  =   0.99988016
 JW1459!UTM  17      -   0.99988718  x   1.00005361  =   0.99994078
 JW1459
 JW1459|---------------------------------------------------------------------|
 JW1459| PID    Reference Object                     Distance      Geod. Az  |
 JW1459|                                                           dddmmss.s |
 JW1459| CJ8186 BEAR RM 2                             8.583 METERS 07005     |
 JW1459| CJ8185 BEAR RM 1                            13.313 METERS 32456     |
 JW1459| CJ8184 BEAR AZ MK                                         3301531.9 |
 JW1459|---------------------------------------------------------------------|
 JW1459
 JW1459                          SUPERSEDED SURVEY CONTROL
 JW1459
 JW1459  NAD 83(1995)-  39 02 17.87027(N)    078 46 56.72551(W) AD(       ) 3
 JW1459  NAD 83(1995)-  39 02 17.87108(N)    078 46 56.72899(W) AD(       ) 3
 JW1459  NAD 83(1986)-  39 02 17.87151(N)    078 46 56.72897(W) AD(       ) 3
 JW1459  NAD 27      -  39 02 17.48280(N)    078 46 57.66440(W) AD(       ) 3
 JW1459  NGVD 29 (07/19/86)  751.8    (m)         2467.     (f) VERT ANG       
 JW1459
 JW1459.Superseded values are not recommended for survey control.
 JW1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1459.See file dsdata.txt to determine how the superseded data were derived.
 JW1459
 JW1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9193023366(NAD 83)
 JW1459_MARKER: DS = TRIANGULATION STATION DISK
 JW1459_SETTING: 66 = SET IN ROCK OUTCROP
 JW1459
 JW1459  HISTORY     - Date     Condition        Report By
 JW1459  HISTORY     - 1956     MONUMENTED       CGS
 JW1459
 JW1459                          STATION DESCRIPTION
 JW1459
 JW1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1459'STATION IS LOCATED, AIRLINE, ABOUT 2 MILES WEST SOUTHWEST OF BAKER, 1
 JW1459'MILE SOUTH SOUTHEAST OF
 JW1459'NEEDMORE AND ON THE HIGHEST POINT OF A ROCKY TOPPED HILL WHICH
 JW1459'IS THE HIGHEST IN THE IMMEDIATE
 JW1459'VICINITY AND COVERED WITH TREES.
 JW1459'
 JW1459'STATION IS REACHED AS FOLLOWS, FROM THE U.S. POST OFFICE AT NEEDMORE,
 JW1459'GO WEST FOR 0.1 MILE, TURN
 JW1459'SHARP LEFT AND GO 0.9 MILE TO A FORK AT A LONG BUILDING, TAKE
 JW1459'THE LEFT FORK, GRADED, AND GO UPHILL
 JW1459'FOR 1.2 MILES TO A REVERSE FORK ON THE LEFT,
 JW1459'TURN SHARP LEFT AND GO 0.7 MILE TO SOME FARM BUILDINGS
 JW1459'AND TWO GATES, PASS THROUGH THE
 JW1459'GATES AND CONTINUE STRAIGHT AHEAD ON A TRACK ROAD FOR 0.3 MILE TO A
 JW1459'POINT ON THE WEST SIDE OF THE
 JW1459'ROCKY KNOLL AND THE END OF TRUCK TRAVEL.  PACK EAST UP THROUGH THE
 JW1459'ROCKS FOR ABOUT 100 YARDS TO THE
 JW1459'HIGHEST POINT AND THE STATION.  THE ROAD FROM THE
 JW1459'HIGHWAY TO THE STATION IS VERY STEEP AND A FOUR
 JW1459'WHEEL DRIVE TRUCK IS NEEDED.
 JW1459'
 JW1459'STATION MARK, STAMPED BEAR 1956, IS A STANDARD DISK CEMENTED IN A
 JW1459'DRILL HOLE IN
 JW1459'OUTCROPPING THAT IS FLUSH WITH THE GROUND.
 JW1459'
 JW1459'REFERENCE MARK NUMBER 1, STAMPED BEAR NO 1 1956, IS A STANDARD DISK
 JW1459'CEMENTED IN A DRILL HOLE
 JW1459'IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND AND IS 3 FEET LOWER
 JW1459'THAN THE STATION.  IT IS 2.0 FEET
 JW1459'WEST OF A SHARP DROP OFF.
 JW1459'
 JW1459'REFERENCE MARK NUMBER 2, STAMPED BEAR NO 2 1956, IS A STANDARD DISK
 JW1459'CEMENTED IN A DRILL HOLE
 JW1459'IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND AND IS 1 FOOT LOWER
 JW1459'THAN THE STATION.
 JW1459'
 JW1459'AZIMUTH MARK, STAMPED BEAR 1956, IS A STANDARD DISK CEMENTED IN A
 JW1459'DRILL HOLE IN A CONCRETE
 JW1459'CULVERT HEADWALL, TO REACH FROM THE U.S. POST OFFICE AT NEEDMORE, GO
 JW1459'WEST FOR 0.5 MILE TO THE AZIMUTH
 JW1459'MARK ON THE RIGHT.  IT IS 21.0 FEET NORTHEAST OF THE
 JW1459'CENTERLINE OF THE HIGHWAY, 3.0 FEET WEST OF A LARGE
 JW1459'OAK TREE WITH A TRIANGULAR BLAZE
 JW1459'AND AT THE SOUTHEAST END OF THE HEADWALL WHICH PROJECTS ABOUT 8
 JW1459'INCHES.
 JW1459'
 JW1459'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1913 ***********************************************************************
 JX1913  DESIGNATION -  BEAR 1941 RM USGS
 JX1913  PID         -  JX1913
 JX1913  STATE/COUNTY-  WV/UPSHUR
 JX1913  USGS QUAD   -  BERLIN (1976)
 JX1913
 JX1913                         *CURRENT SURVEY CONTROL
 JX1913  ___________________________________________________________________
 JX1913* NAD 83(1995)-  39 03 25.72964(N)    080 17 22.99628(W)     ADJUSTED  
 JX1913* NAVD 88     -       567.     (meters)    1860.     (feet)  SCALED    
 JX1913  ___________________________________________________________________
 JX1913  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 JX1913  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JX1913
 JX1913  HORZ ORDER  -  SECOND
 JX1913
 JX1913.The horizontal coordinates were established by classical geodetic methods
 JX1913.and adjusted by the National Geodetic Survey in April 1998..
 JX1913
 JX1913.The orthometric height was scaled from a topographic map.
 JX1913
 JX1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1913
 JX1913.The geoid height was determined by GEOID03.
 JX1913
 JX1913;                    North         East     Units Scale Factor Converg.
 JX1913;SPC WV S     -   228,568.899   661,481.334   MT  1.00004167   +0 26 20.7
 JX1913;SPC WV N     -    62,153.327   531,645.943   MT  0.99998969   -0 30 13.2
 JX1913;UTM  17      - 4,323,358.315   561,455.110   MT  0.99964650   +0 26 51.2
 JX1913
 JX1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1913!SPC WV S     -   0.99991611  x   1.00004167  =   0.99995778
 JX1913!SPC WV N     -   0.99991611  x   0.99998969  =   0.99990581
 JX1913!UTM  17      -   0.99991611  x   0.99964650  =   0.99956264
 JX1913
 JX1913                          SUPERSEDED SURVEY CONTROL
 JX1913
 JX1913  NAD 83(1986)-  39 03 25.73436(N)    080 17 23.00714(W) AD(       ) 2
 JX1913  NAD 27      -  39 03 25.38860(N)    080 17 23.69810(W) AD(       ) 2
 JX1913
 JX1913.Superseded values are not recommended for survey control.
 JX1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1913.See file dsdata.txt to determine how the superseded data were derived.
 JX1913
 JX1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6145523358(NAD 83)
 JX1913_MARKER: DD = SURVEY DISK
 JX1913_SETTING: 66 = SET IN ROCK OUTCROP
 JX1913_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 JX1913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1913+STABILITY: POSITION/ELEVATION WELL
 JX1913
 JX1913  HISTORY     - Date     Condition        Report By
 JX1913  HISTORY     - 1941     MONUMENTED       USGS
 JX1913  HISTORY     - 1956     GOOD             USGS
 JX1913
 JX1913                          STATION DESCRIPTION
 JX1913
 JX1913'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 JX1913'TO REACH THE STATION FROM THE VILLAGE OF JANE LEW, FOLLOW A
 JX1913'PAVED ROAD TO THE
 JX1913'VILLAGE OF BERLIN (5.5 MILES) AND ROAD FORKS.
 JX1913'TAKE LEFT FORK, PAVED, AND GO 3.6
 JX1913'MILES TO A DIRT ROAD RIGHT.  TURN
 JX1913'RIGHT AND GO 1.4 MILES TO THE END OF THE ROAD AND
 JX1913'END OF TRUCK
 JX1913'TRAVEL.  FROM HERE PROCEED ON FOOT NORTHWESTERLY FOR ABOUT 0.75
 JX1913'MILE TO THE
 JX1913'HIGHEST POINT OF THE RIDGE AND STATION.
 JX1913'
 JX1913'A REFERENCE MARK FOR THE ORIGINAL STATION BEAR (USGS) WAS USED
 JX1913'AS REFERENCE MARK
 JX1913'NO. 2.  IT IS IN THE S SLOPE OF THE KNOB.  IT IS
 JX1913'A STANDARD U.S. GEOLOGICAL SURVEY
 JX1913'AND WEST VIRGINIA REFERENCE MARK
 JX1913'DISK SET FLUSH IN A 4- BY 5-FOOT AREA OF OUTCROPPING
 JX1913'BEDROCK AND
 JX1913'IS NOT STAMPED.
 JX1913
 JX1913                          STATION RECOVERY (1956)
 JX1913
 JX1913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956 (HDR)
 JX1913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1963 ***********************************************************************
 JX1963  DESIGNATION -  BEARD
 JX1963  PID         -  JX1963
 JX1963  STATE/COUNTY-  WV/RITCHIE
 JX1963  USGS QUAD   -  PENNSBORO (1987)
 JX1963
 JX1963                         *CURRENT SURVEY CONTROL
 JX1963  ___________________________________________________________________
 JX1963* NAD 83(1995)-  39 20 48.90348(N)    080 53 59.49631(W)     ADJUSTED  
 JX1963* NAVD 88     -       412.     (meters)    1352.     (feet)  SCALED    
 JX1963  ___________________________________________________________________
 JX1963  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 JX1963  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JX1963
 JX1963  HORZ ORDER  -  FIRST
 JX1963
 JX1963.The horizontal coordinates were established by classical geodetic methods
 JX1963.and adjusted by the National Geodetic Survey in April 1998..
 JX1963
 JX1963.The orthometric height was scaled from a topographic map.
 JX1963
 JX1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1963
 JX1963.The geoid height was determined by GEOID03.
 JX1963
 JX1963;                    North         East     Units Scale Factor Converg.
 JX1963;SPC WV N     -    94,962.113   479,340.159   MT  0.99995254   -0 53 34.1
 JX1963;UTM  17      - 4,355,280.335   508,628.788   MT  0.99960092   +0 03 48.6
 JX1963
 JX1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1963!SPC WV N     -   0.99994064  x   0.99995254  =   0.99989318
 JX1963!UTM  17      -   0.99994064  x   0.99960092  =   0.99954158
 JX1963
 JX1963|---------------------------------------------------------------------|
 JX1963| PID    Reference Object                     Distance      Geod. Az  |
 JX1963|                                                           dddmmss.s |
 JX1963| CX3213 BEARD RM 1                           18.791 METERS 05315     |
 JX1963| CX3212 BEARD AZ MK                                        0950238.9 |
 JX1963| CX3214 BEARD RM 2                           15.096 METERS 20715     |
 JX1963|---------------------------------------------------------------------|
 JX1963
 JX1963                          SUPERSEDED SURVEY CONTROL
 JX1963
 JX1963  NAD 83(1986)-  39 20 48.90827(N)    080 53 59.50440(W) AD(       ) 1
 JX1963  NAD 27      -  39 20 48.62400(N)    080 54 00.10380(W) AD(       ) 1
 JX1963
 JX1963.Superseded values are not recommended for survey control.
 JX1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1963.See file dsdata.txt to determine how the superseded data were derived.
 JX1963
 JX1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0862955280(NAD 83)
 JX1963_MARKER: DS = TRIANGULATION STATION DISK
 JX1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1963
 JX1963  HISTORY     - Date     Condition        Report By
 JX1963  HISTORY     - 1944     MONUMENTED       CGS
 JX1963  HISTORY     - 1963     GOOD             CGS
 JX1963
 JX1963                          STATION DESCRIPTION
 JX1963
 JX1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1963'STATION IS LOCATED
 JX1963'ABOUT 8 MILES NE
 JX1963'OF THE VILLAGE OF PENNSBORO, ON A HIGH PROMINENT
 JX1963'HILL, PARTIALLY CLEARED, ON
 JX1963'PROPERTY OWNED BY P.W. BEARD.  IT
 JX1963'IS 0.25 MILE NW OF THE BEARD FARMHOUSE, 54
 JX1963'FEET S OF THE NW FENCE
 JX1963'CORNER OF PASTURE LAND, 11 FEET E OF A N-S PROPERTY
 JX1963'FENCELINE,
 JX1963'AND 10 FEET E OF A WOODEN WITNESS POST.  THE DISK IS STAMPED
 JX1963'BEARD 1944 AND
 JX1963'PROJECTS ABOUT 2 INCHES.
 JX1963'
 JX1963'SURFACE, UNDERGROUND, AND AZIMUTH MARK ARE BRONZE DISKS SET
 JX1963'IN CONCRETE.
 JX1963'REFERENCE MARKS 1 AND 2 ARE BRONZE DISKS SET IN
 JX1963'CONCRETE AT THE CENTERS OF TOPS
 JX1963'OF TILES.
 JX1963'
 JX1963'REFERENCE MARK 1 IS 62.00 FEET (SLOPE DISTANCE) NE OF THE
 JX1963'STATION, 1-1/2
 JX1963'FEET S OF AN E-W FENCELINE, AND ABOUT 6 FEET LOWER
 JX1963'IN ELEVATION THAN THE STATION
 JX1963'MARK.  IT IS STAMPED BEARD NO 1
 JX1963'1944.
 JX1963'
 JX1963'REFERENCE MARK 2 IS 50.06 FEET (SLOPE DISTANCE) SW OF THE
 JX1963'STATION, 1 FOOT E
 JX1963'OF A N-S PROPERTY FENCELINE, AND ABOUT 6 FEET
 JX1963'LOWER IN ELEVATION THAN THE STATION
 JX1963'MARK.  IT IS STAMPED BEARD
 JX1963'NO 2 1944.
 JX1963'
 JX1963'AZIMUTH MARK IS E OF THE STATION, ON A FOUR-FOOT BANK THAT
 JX1963'IS FORMED BY TWO
 JX1963'DIRT ROADS.  IT IS 35 FEET S OF THE APPROXIMATE
 JX1963'CENTER LINE OF A DIRT ROAD, 33 FEET
 JX1963'N OF THE APPROXIMATE CENTER
 JX1963'LINE OF A DIRT ROAD, AND ABOUT 80 YARDS E OF A
 JX1963'FARMHOUSE AND
 JX1963'BUILDINGS THAT ARE PAINTED TAN.  IT IS STAMPED BEARD 1944 AND
 JX1963'IS FLUSH WITH
 JX1963'THE GROUND.
 JX1963'
 JX1963'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JX1963'STATE HIGHWAY 74
 JX1963'IN THE VILLAGE OF PENNSBORO, GO N ON HIGHWAY 74
 JX1963'FOR 6.35 MILES TO A DIRT T-ROAD
 JX1963'RIGHT WHICH IS JUST PAST A STEEL
 JX1963'BRIDGE.  HERE TURN RIGHT AND GO 1.25 MILES TO THE
 JX1963'P.W. BEARD FARM
 JX1963'DRIVEWAY ON THE LEFT.  TURN LEFT AND GO ABOUT 75 YARDS TO THE
 JX1963'BEARD FARMHOUSE,
 JX1963'THENCE BACK PACK IN A W DIRECTION FOR ABOUT 0.25
 JX1963'MILE TO THE SUMMIT OF THE HILL AND
 JX1963'STATION.
 JX1963'
 JX1963'TO REACH THE AZIMUTH MARK FROM THE BEARD FARM DRIVEWAY, GO
 JX1963'ENE FOR 0.3 MILE
 JX1963'TO A Y-INTERSECTION FORMED BY TWO ROADS AND MARK.
 JX1963'
 JX1963'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS
 JX1963
 JX1963                          STATION RECOVERY (1963)
 JX1963
 JX1963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1963'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JX1963'DISTANCE AND DIRECTION TO
 JX1963'THE AZIMUTH MARK CHECKED.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 JX1963'TO BE 0.35 OF A FEET SHORTER THAN THE
 JX1963'PREVIOUS MEASUREMENT AND THE DIRECTION IS 1 MINUTE AND
 JX1963'13 SECONDS LOWER THAN THE PREVIOUS MEASUREMENT.
 JX1963'THE DISTANCE TO REFERENCE MARK 2 FAILED
 JX1963'TO CHECK BY .53 OF A FOOT SHORTHER MEASUREMENT AND THE DIRECTION
 JX1963'WAS FOUND TO BE 4 MINUTES AND 54
 JX1963'SECONDS HIGHER VALUE.  DUE TO VARIOUS CHANGES A NEW DESCRIPTION
 JX1963'FOLLOWS.
 JX1963'
 JX1963'THE STATION IS ON A HIGH PARTIALLY CLEARED HILL ABOUT 8 MILES
 JX1963'NORTHEAST OF THE VILLAGE OF
 JX1963'PENNSBORO, 10 MILES SOUTH OF MIDDLEBOURNE ON THE PROPERTY OF MR. P.W.
 JX1963'BEARD.  IT IS 10 FEET EAST OF A WIRE
 JX1963'FENCE, 11 FEET EAST OF A 15 INCH HICKORY TREE, 17 FEET
 JX1963'SOUTHEAST OF A WITNESS POST AND 58 FEET NORTH
 JX1963'OF A 24 INCH OAK TREE.  THE MONUMENT
 JX1963'PROJECTS 8 INCHES AND THE DISK IS STAMPED BEARD 1944.
 JX1963'
 JX1963'TO REACH FROM THE COURTHOUSE IN MIDDLEBOURNE, GO SOUTHWEST ON STATE
 JX1963'HIGHWAY 18 FOR 8.3 MILES TO THE
 JX1963'JUNCTION WITH STATE HIGHWAY 23 IN THE VILLAGE OF TYLER.  CONTINUE
 JX1963'SOUTHERLY ON HIGHWAY 18 FOR 5.0
 JX1963'MILES TO THE JUNCTION WITH STATE HIGHWAY 74.  TURN
 JX1963'RIGHT AND GO SOUTHEASTERLY ON HIGHWAY 74 FOR 1.3
 JX1963'MILES TO S SIDE ROAD LEFT.  TURN LEFT
 JX1963'AND GO EAST-NORTHEAST ON A GRAVELED ROAD FOR 1.25 MILES TO A
 JX1963'GRAVELED DRIVEWAY LEADING TO MR.
 JX1963'BEARDS HOUSE ON THE LEFT.  TURN LEFT AND GO WEST ON THE DRIVEWAY FOR
 JX1963'0.05 MILE TO RM. BEARDS HOUSE.
 JX1963'FROM HERE GO SOUTHWEST UP A STEEP HILL ON A TRACK ROAD FOR
 JX1963'0.25 MILE TO A NORTH-SOUTH RIDGE.  TURN
 JX1963'RIGHT AND GO NORTH UP A STEEP RIDGE FOR 0.15
 JX1963'MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 JX1963'
 JX1963'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHEAST ON THE
 JX1963'GRAVELED ROAD FOR 0.3 MILE
 JX1963'TO A FORK AND THE AZIMUTH MARK ON A 6 FOOT BANK IN THE CENTER OF THE
 JX1963'FORK.
 JX1963'
 JX1963'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF
 JX1963'A 6 INCH TILE FILLED WITH
 JX1963'CONCRETE PROJECTING 5 INCHES.  IT IS 1 FOOT SOUTH OF A WIRE FENCE AND
 JX1963'57 FEET NORTHEAST OF THE WITNESS POST.
 JX1963'THE DISK IS STAMPED BEARD NO 1 1944.
 JX1963'
 JX1963'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF
 JX1963'A 6 INCH TILE FILLED WITH
 JX1963'CONCRETE PROJECTING 3 INCHES.  IT IS 1 FOOT EAST OF A WIRE FENCE AND
 JX1963'8 FEET NORTH OF A 24 INCH OAK TREE.
 JX1963'THE DISK IS STAMPED BEARD NO 2 1944.
 JX1963'
 JX1963'THE AZIMUTH MARK IS 1 FOOT WEST OF A WITNESS POST, 24 FEET SOUTH OF
 JX1963'THE CENTERLINE OF A GRAVELED
 JX1963'ROAD AND 28 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD.  THE
 JX1963'MONUMENT IS FLUSH AND THE DISK IS
 JX1963'STAMPED BEARD 1944.
 JX1963'
 JX1963'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1285 ***********************************************************************
 JW1285  DESIGNATION -  BEARDEN
 JW1285  PID         -  JW1285
 JW1285  STATE/COUNTY-  WV/TUCKER
 JW1285  USGS QUAD   -  BLACKWATER FALLS (1995)
 JW1285
 JW1285                         *CURRENT SURVEY CONTROL
 JW1285  ___________________________________________________________________
 JW1285* NAD 83(1995)-  39 06 18.92765(N)    079 25 33.46540(W)     ADJUSTED  
 JW1285* NAVD 88     -      1174.3    (meters)    3853.     (feet)  VERTCON   
 JW1285  ___________________________________________________________________
 JW1285  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 JW1285  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 JW1285
 JW1285  HORZ ORDER  -  THIRD
 JW1285
 JW1285.The horizontal coordinates were established by classical geodetic methods
 JW1285.and adjusted by the National Geodetic Survey in April 1998..
 JW1285
 JW1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1285
 JW1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1285
 JW1285.The geoid height was determined by GEOID03.
 JW1285
 JW1285;                    North         East     Units Scale Factor Converg.
 JW1285;SPC WV N     -    67,196.543   606,403.962   MT  0.99998177   +0 02 50.0
 JW1285;UTM  17      - 4,329,636.580   636,100.022   MT  0.99982808   +0 59 34.7
 JW1285
 JW1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1285!SPC WV N     -   0.99982061  x   0.99998177  =   0.99980239
 JW1285!UTM  17      -   0.99982061  x   0.99982808  =   0.99964873
 JW1285
 JW1285:                Primary Azimuth Mark                     Grid Az
 JW1285:SPC WV N     -  BEARDEN AZ MK                            208 59 08.8
 JW1285:UTM  17      -  BEARDEN AZ MK                            208 02 24.1
 JW1285
 JW1285|---------------------------------------------------------------------|
 JW1285| PID    Reference Object                     Distance      Geod. Az  |
 JW1285|                                                           dddmmss.s |
 JW1285| CX3215 BEARDEN AZ MK                                      2090158.8 |
 JW1285| CX3217 BEARDEN RM 2                                       22334     |
 JW1285| JW1289 BEARDEN KNOB LOT 1956                10.095 METERS 30747     |
 JW1285| CX3216 BEARDEN RM 1                         10.392 METERS 32804     |
 JW1285| JW1288 BEARDEN USGS 1956                    10.424 METERS 35240     |
 JW1285|---------------------------------------------------------------------|
 JW1285
 JW1285                          SUPERSEDED SURVEY CONTROL
 JW1285
 JW1285  NAD 83(1995)-  39 06 18.93650(N)    079 25 33.47644(W) AD(       ) 3
 JW1285  NAD 83(1986)-  39 06 18.93683(N)    079 25 33.47745(W) AD(       ) 3
 JW1285  NAD 27      -  39 06 18.53980(N)    079 25 34.29180(W) AD(       ) 3
 JW1285  NGVD 29 (07/19/86) 1174.4    (m)         3853.     (f) VERT ANG       
 JW1285
 JW1285.Superseded values are not recommended for survey control.
 JW1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1285.See file dsdata.txt to determine how the superseded data were derived.
 JW1285
 JW1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD3610029637(NAD 83)
 JW1285_MARKER: DS = TRIANGULATION STATION DISK
 JW1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1285
 JW1285  HISTORY     - Date     Condition        Report By
 JW1285  HISTORY     - 1956     MONUMENTED       CGS
 JW1285
 JW1285                          STATION DESCRIPTION
 JW1285
 JW1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1285'STATION IS LOCATED ABOUT 2.5 MILES AIRLINE SOUTHEAST OF DAVIS, 0.5
 JW1285'MILE NORTH OF STATE HIGHWAY
 JW1285'NO. 32 ON THE HIGHEST PART OF A TIMBERED HILL THAT IS THE HIGHEST IN
 JW1285'THE VICINITY, AND NEAR THE
 JW1285'BEARDEN KNOB LOOKOUT TOWER.
 JW1285'
 JW1285'STATION IS REACHED AS FOLLOWS- FROM THE U.S. POST OFFICE IN DAVIS GO
 JW1285'SOUTHEASTERLY, ON STATE HIGHWAY
 JW1285'NO. 32 FOR 0.2 MILE TO A BRIDGE OVER THE BLACKWATER
 JW1285'RIVER.  CONTINUE SOUTHEASTERLY, ON
 JW1285'STATE HIGHWAY NO. 32 FOR 2.85 MILES TO A GRAVELED
 JW1285'ROAD ON THE LEFT AND A SIGN BEARDEN KNOB LOOKOUT
 JW1285'TOWER.  TURN LEFT ON THE
 JW1285'GRAVELED ROAD AND GO 0.5 MILES TO THE LOOKOUT TOWER AND STATION.
 JW1285'
 JW1285'STATION, STAMPED BEARDEN 1956, IS A STANDARD USC AND GS BRONZE DISK
 JW1285'SET IN THE TOP OF A 10
 JW1285'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES.  IT
 JW1285'IS 33.1 FEET EAST SOUTHEAST OF THE
 JW1285'CENTER OF THE BEARDEN KNOB LOOKOUT TOWER.
 JW1285'
 JW1285'R.M. NO. 1, STAMPED BEARDEN NO 1 1956, IS A STANDARD USC AND GS
 JW1285'BRONZE DISK CEMENTED IN
 JW1285'A DRILL HOLE IN THE NORTHEAST LEG FOUNDATION OF THE LOOKOUT TOWER.
 JW1285'IT IS ABOUT 2 FT. HIGHER THAN
 JW1285'THE STATION.
 JW1285'
 JW1285'R.M. NO. 2, STAMPED BEARDEN NO 2 1956, IS A STANDARD USC AND GS
 JW1285'BRONZE DISK SET IN THE
 JW1285'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4
 JW1285'INCHES.  IT IS 44.0 FEET SOUTH
 JW1285'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER AND ABOUT 2 FEET
 JW1285'HIGHER THAN THE STATION.
 JW1285'
 JW1285'AZIMUTH MARK, STAMPED BEARDEN 1956, IS A STANDARD USC AND GS BRONZE
 JW1285'DISK SET IN THE TOP OF A
 JW1285'10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES.  IT
 JW1285'IS 29.0 FEET WEST OF THE
 JW1285'CENTERLINE OF STATE HIGHWAY NO. 32, 1.0 FOOT EAST OF A
 JW1285'WHITE BOARD FENCE, 49.0 FEET NORTH OF A
 JW1285'TELEPHONE POLE AND AT THE HIGHWAY SUMMIT
 JW1285'OF CANAAN MOUNTAIN.  TO REACH FROM THE BRIDGE OVER THE
 JW1285'BLACKWATER RIVER GO SOUTHEASTERLY, ON
 JW1285'STATE HIGHWAY NO. 32, FOR 3.0 MILES TO THE MARK ON THE WEST SIDE OF
 JW1285'HIGHWAY.
 JW1285'
 JW1285'BEARDEN KNOB LOOKOUT TOWER IS SUPPORTED BY FOUR POLE LEGS THAT ARE
 JW1285'ABOUT 50 FEET LONG.
 JW1285'A CABIN THAT IS 12.0 FEET SQUARE, AND ABOUT 10.0 FEET HIGH IS SET
 JW1285'ON TOP OF THE LEGS.
 JW1285'
 JW1285'A BRONZE, STAR SHAPED PLUG, SET IN THE TOP OF A SMALL BOULDER THAT
 JW1285'PROJECTS ABOUT 4 INCHES
 JW1285'IS BELIEVED TO BE A U.S. GEOLOGICAL SURVEY MARK.  IT IS 13.7 FEET
 JW1285'EAST NORTHEAST OF THE NORTHEAST
 JW1285'LEG OF THE LOOKOUT TOWER AND ABOUT 1.0 FOOT HIGHER THAN
 JW1285'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1753 ***********************************************************************
 JW1753  DESIGNATION -  BEARDEN
 JW1753  PID         -  JW1753
 JW1753  STATE/COUNTY-  WV/TUCKER
 JW1753  USGS QUAD   -  BLACKWATER FALLS (1995)
 JW1753
 JW1753                         *CURRENT SURVEY CONTROL
 JW1753  ___________________________________________________________________
 JW1753* NAD 83(1995)-  39 06 18.87866(N)    079 25 33.11340(W)     ADJUSTED  
 JW1753* NAVD 88     -      1174.2    (meters)    3852.     (feet)  GPS OBS   
 JW1753  ___________________________________________________________________
 JW1753  X           -     909,620.319 (meters)                     COMP
 JW1753  Y           -  -4,872,677.572 (meters)                     COMP
 JW1753  Z           -   4,002,111.518 (meters)                     COMP
 JW1753  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 JW1753  ELLIP HEIGHT-        1143.43  (meters)          (10/04/01) GPS OBS
 JW1753  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 JW1753
 JW1753  HORZ ORDER  -  FIRST
 JW1753  ELLP ORDER  -  FOURTH    CLASS I
 JW1753
 JW1753.The horizontal coordinates were established by GPS observations
 JW1753.and adjusted by the National Geodetic Survey in October 2001..
 JW1753
 JW1753.The orthometric height was determined by GPS observations and a
 JW1753.high-resolution geoid model.
 JW1753
 JW1753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1753
 JW1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1753
 JW1753.The ellipsoidal height was determined by GPS observations
 JW1753.and is referenced to NAD 83.
 JW1753
 JW1753.The geoid height was determined by GEOID03.
 JW1753
 JW1753;                    North         East     Units Scale Factor Converg.
 JW1753;SPC WV N     -    67,195.039   606,412.421   MT  0.99998177   +0 02 50.2
 JW1753;UTM  17      - 4,329,635.216   636,108.503   MT  0.99982811   +0 59 34.9
 JW1753
 JW1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1753!SPC WV N     -   0.99982063  x   0.99998177  =   0.99980241
 JW1753!UTM  17      -   0.99982063  x   0.99982811  =   0.99964878
 JW1753
 JW1753                          SUPERSEDED SURVEY CONTROL
 JW1753
 JW1753  NAD 83(1995)-  39 06 18.88093(N)    079 25 33.11519(W) AD(       ) 1
 JW1753  ELLIP H (04/01/98) 1143.38   (m)                       GP(       ) 4 1
 JW1753  NAD 83(1995)-  39 06 18.89026(N)    079 25 33.12344(W) AD(       ) 1
 JW1753
 JW1753.Superseded values are not recommended for survey control.
 JW1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1753.See file dsdata.txt to determine how the superseded data were derived.
 JW1753
 JW1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD3610929635(NAD 83)
 JW1753_MARKER: DD = SURVEY DISK
 JW1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1753_SP_SET: CONCRETE POST
 JW1753_STAMPING: BEARDEN 1956
 JW1753_MARK LOGO: USFS  
 JW1753_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1753+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JW1753
 JW1753  HISTORY     - Date     Condition        Report By
 JW1753  HISTORY     - 1992     MONUMENTED       USFS
 JW1753
 JW1753                          STATION DESCRIPTION
 JW1753
 JW1753'DESCRIBED BY US FOREST SERVICE 1992
 JW1753'LOCATED ON BEARDEN KNOB IN THE COUNTY OF TUCKER IN THE STATE OF WEST
 JW1753'VIRGINIA.
 JW1753'TO REACH - FROM DAVIS, WEST VIRGINIA GO SOUTH ON ROUTE 32
 JW1753'APPROXIMATELY 3 MI (4.8 KM) TO BEARDEN KNOB ROAD ON LEFT. PROCEED
 JW1753'NORTHEAST ON BEARDEN KNOB ROAD THROUGH A GATE TO A FENCED IN WEATHER
 JW1753'STATION. STATION IS 10 FT (3.0 MT) EAST OF THE EAST SIDE OF THE
 JW1753'FENCE.
 JW1753'STATION IS A BRASS DISC STAMPED BEARDEN GPS 1992 IN A 10 IN X 10 IN
 JW1753'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1289 ***********************************************************************
 JW1289  DESIGNATION -  BEARDEN KNOB LOT 1956
 JW1289  PID         -  JW1289
 JW1289  STATE/COUNTY-  WV/TUCKER
 JW1289  USGS QUAD   -  BLACKWATER FALLS (1995)
 JW1289
 JW1289                         *CURRENT SURVEY CONTROL
 JW1289  ___________________________________________________________________
 JW1289* NAD 83(1995)-  39 06 19.12818(N)    079 25 33.79749(W)     ADJUSTED  
 JW1289* NAVD 88     -                                                        
 JW1289  ___________________________________________________________________
 JW1289  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 JW1289  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 JW1289
 JW1289  HORZ ORDER  -  THIRD
 JW1289
 JW1289.The horizontal coordinates were established by classical geodetic methods
 JW1289.and adjusted by the National Geodetic Survey in April 1998..
 JW1289
 JW1289
 JW1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1289
 JW1289.The geoid height was determined by GEOID03.
 JW1289
 JW1289;                    North         East     Units Scale Factor Converg.
 JW1289;SPC WV N     -    67,202.720   606,395.978   MT  0.99998176   +0 02 49.8
 JW1289;UTM  17      - 4,329,642.624   636,091.938   MT  0.99982805   +0 59 34.5
 JW1289
 JW1289                          SUPERSEDED SURVEY CONTROL
 JW1289
 JW1289  NAD 83(1995)-  39 06 19.13704(N)    079 25 33.80853(W) AD(       ) 4
 JW1289  NAD 83(1986)-  39 06 19.13736(N)    079 25 33.80953(W) AD(       ) 4
 JW1289  NAD 27      -  39 06 18.74000(N)    079 25 34.62400(W) AD(       ) 3
 JW1289
 JW1289.Superseded values are not recommended for survey control.
 JW1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1289.See file dsdata.txt to determine how the superseded data were derived.
 JW1289
 JW1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD3609229643(NAD 83)
 JW1289_MARKER: 57 = LOOKOUT TOWER
 JW1289
 JW1289  HISTORY     - Date     Condition        Report By
 JW1289  HISTORY     - 1956     FIRST OBSERVED   CGS
 JW1289
 JW1289                          STATION DESCRIPTION
 JW1289
 JW1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1289'THE STATION IS LOCATED ABOUT 2.5 MILES AIRLINE SOUTHEAST
 JW1289'OF DAVIS, 0.5 MILE
 JW1289'NORTH OF STATE HIGHWAY NO. 32 ON THE HIGHEST PART OF A TIMBERED HILL
 JW1289'THAT IS THE HIGHEST IN THE VICINITY.
 JW1289'
 JW1289'THE TOWER IS A FOUR LEGGED POLE TOWER WITH A 12 FOOT SQUARE HOUSE ON
 JW1289'TOP.  THE CENTER OF THE
 JW1289'TOWER WAS INTERSECTED.  IT IS (33.120) FEET, 10.095 METERS WEST
 JW1289'NORTHWEST OF TRIANGULATION STATION
 JW1289'BEARDEN.
 JW1289'
 JW1289'STATION IS REACHED AS FOLLOWS- FROM THE U.S. POST OFFICE IN DAVIS GO
 JW1289'SOUTHEASTERLY, ON STATE HIGHWAY
 JW1289'NO. 32 FOR 0.2 MILE TO A BRIDGE OVER THE BLACKWATER
 JW1289'RIVER.  CONTINUE SOUTHEASTERLY, ON
 JW1289'STATE HIGHWAY NO. 32 FOR 2.85 MILES TO A GRAVELED
 JW1289'ROAD ON THE LEFT AND A SIGN BEARDEN KNOB LOOKOUT
 JW1289'TOWER.  TURN LEFT ON THE
 JW1289'GRAVELED ROAD AND GO 0.5 MILES TO THE LOOKOUT TOWER AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1288 ***********************************************************************
 JW1288  DESIGNATION -  BEARDEN USGS 1956
 JW1288  PID         -  JW1288
 JW1288  STATE/COUNTY-  WV/TUCKER
 JW1288  USGS QUAD   -  BLACKWATER FALLS (1995)
 JW1288
 JW1288                         *CURRENT SURVEY CONTROL
 JW1288  ___________________________________________________________________
 JW1288* NAD 83(1995)-  39 06 19.26291(N)    079 25 33.52075(W)     ADJUSTED  
 JW1288* NAVD 88     -      1174.     (meters)    3852.     (feet)  SCALED    
 JW1288  ___________________________________________________________________
 JW1288  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 JW1288  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 JW1288
 JW1288  HORZ ORDER  -  SECOND
 JW1288
 JW1288.The horizontal coordinates were established by classical geodetic methods
 JW1288.and adjusted by the National Geodetic Survey in April 1998..
 JW1288
 JW1288.The orthometric height was scaled from a topographic map.
 JW1288
 JW1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1288
 JW1288.The geoid height was determined by GEOID03.
 JW1288
 JW1288;                    North         East     Units Scale Factor Converg.
 JW1288;SPC WV N     -    67,206.881   606,402.624   MT  0.99998175   +0 02 50.0
 JW1288;UTM  17      - 4,329,646.892   636,098.513   MT  0.99982808   +0 59 34.7
 JW1288
 JW1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1288!SPC WV N     -   0.99982068  x   0.99998175  =   0.99980243
 JW1288!UTM  17      -   0.99982068  x   0.99982808  =   0.99964879
 JW1288
 JW1288                          SUPERSEDED SURVEY CONTROL
 JW1288
 JW1288  NAD 83(1995)-  39 06 19.27176(N)    079 25 33.53178(W) AD(       ) 2
 JW1288  NAD 83(1986)-  39 06 19.27209(N)    079 25 33.53279(W) AD(       ) 2
 JW1288  NAD 27      -  39 06 18.87510(N)    079 25 34.34720(W) AD(       ) 2
 JW1288
 JW1288.Superseded values are not recommended for survey control.
 JW1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1288.See file dsdata.txt to determine how the superseded data were derived.
 JW1288
 JW1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD3609929647(NAD 83)
 JW1288_MARKER: Z = SEE DESCRIPTION
 JW1288_SETTING: 80 = SET IN A BOULDER
 JW1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1288+STABILITY: SURFACE MOTION
 JW1288
 JW1288  HISTORY     - Date     Condition        Report By
 JW1288  HISTORY     - 1956     MONUMENTED       USGS
 JW1288
 JW1288                          STATION DESCRIPTION
 JW1288
 JW1288'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WRH)
 JW1288'THE STATION IS LOCATED ABOUT 2.5 MILES AIRLINE SOUTHEAST OF
 JW1288'DAVIS, 0.5 MILE
 JW1288'NORTH OF STATE HIGHWAY NO. 32 ON THE HIGHEST PART OF A TIMBERED HILL
 JW1288'THAT IS THE HIGHEST IN THE VICINITY.
 JW1288'
 JW1288'THE MARK IS A STAR SHAPED PLUG, SET IN THE TOP OF A SMALL BOULDER
 JW1288'THAT PROJECTS ABOUT 4
 JW1288'INCHES.  IT IS ABOUT 12 FEET EAST OF THE BEARDEN KNOB LOOKOUT TOWER
 JW1288'AND IS 34.199 FEET, 10.424 METERS
 JW1288'NORTH OF TRIANGULATION STATION BEARDEN.  THE CENTER OF THE MARK WAS
 JW1288'TRAVERSED TO.
 JW1288'
 JW1288'STATION IS REACHED AS FOLLOWS- FROM THE U.S. POST OFFICE IN DAVIS GO
 JW1288'SOUTHEASTERLY, ON STATE HIGHWAY
 JW1288'NO. 32 FOR 0.2 MILE TO A BRIDGE OVER THE BLACKWATER
 JW1288'RIVER.  CONTINUE SOUTHEASTERLY, ON
 JW1288'STATE HIGHWAY NO. 32 FOR 2.85 MILES TO A GRAVELED
 JW1288'ROAD ON THE LEFT AND A SIGN BEARDEN KNOB LOOKOUT
 JW1288'TOWER.  TURN LEFT ON THE
 JW1288'GRAVELED ROAD AND GO 0.5 MILES TO THE LOOKOUT TOWER AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2884 ***********************************************************************
 HX2884  DESIGNATION -  BEAVER
 HX2884  PID         -  HX2884
 HX2884  STATE/COUNTY-  WV/POCAHONTAS
 HX2884  USGS QUAD   -  LAKE SHERWOOD (1995)
 HX2884
 HX2884                         *CURRENT SURVEY CONTROL
 HX2884  ___________________________________________________________________
 HX2884* NAD 83(1995)-  38 07 04.06242(N)    080 03 15.72244(W)     ADJUSTED  
 HX2884* NAVD 88     -      1115.4    (meters)    3659.     (feet)  VERTCON   
 HX2884  ___________________________________________________________________
 HX2884  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 HX2884  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 HX2884
 HX2884  HORZ ORDER  -  SECOND
 HX2884
 HX2884.The horizontal coordinates were established by classical geodetic methods
 HX2884.and adjusted by the National Geodetic Survey in April 1998..
 HX2884
 HX2884.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2884
 HX2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2884
 HX2884.The geoid height was determined by GEOID03.
 HX2884
 HX2884;                    North         East     Units Scale Factor Converg.
 HX2884;SPC WV S     -   124,485.084   682,916.666   MT  0.99992635   +0 35 04.5
 HX2884;UTM  17      - 4,219,307.031   582,891.948   MT  0.99968462   +0 35 01.5
 HX2884
 HX2884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2884!SPC WV S     -   0.99982989  x   0.99992635  =   0.99975625
 HX2884!UTM  17      -   0.99982989  x   0.99968462  =   0.99951456
 HX2884
 HX2884|---------------------------------------------------------------------|
 HX2884| PID    Reference Object                     Distance      Geod. Az  |
 HX2884|                                                           dddmmss.s |
 HX2884| DC3770 BEAVER RM 1                                        01046     |
 HX2884| HX2885 BEAVER 2 USFS 1957                    5.492 METERS 03434     |
 HX2884| DC3771 BEAVER RM 2                           4.488 METERS 05952     |
 HX2884| HX2883 WATOGA                              APPROX. 5.5 KM 2784959.0 |
 HX2884|---------------------------------------------------------------------|
 HX2884
 HX2884                          SUPERSEDED SURVEY CONTROL
 HX2884
 HX2884  NAD 83(1995)-  38 07 04.06126(N)    080 03 15.73043(W) AD(       ) 2
 HX2884  NAD 83(1986)-  38 07 04.06557(N)    080 03 15.73183(W) AD(       ) 2
 HX2884  NAD 27      -  38 07 03.62290(N)    080 03 16.50700(W) AD(       ) 2
 HX2884  NGVD 29 (07/19/86) 1115.5    (m)         3660.     (f) VERT ANG       
 HX2884
 HX2884.Superseded values are not recommended for survey control.
 HX2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2884.See file dsdata.txt to determine how the superseded data were derived.
 HX2884
 HX2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC8289219307(NAD 83)
 HX2884_MARKER: DD = SURVEY DISK
 HX2884_SETTING: 66 = SET IN ROCK OUTCROP
 HX2884
 HX2884  HISTORY     - Date     Condition        Report By
 HX2884  HISTORY     - 1957     MONUMENTED       USGS
 HX2884
 HX2884                          STATION DESCRIPTION
 HX2884
 HX2884'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (FAR)
 HX2884'THE STATION IS ABOUT 7.0 MILES SOUTH-SOUTHEAST OF MARLINGTON AND
 HX2884'ABOUT 5.0 MILES
 HX2884'SOUTH-SOUTHWEST OF HUNTERSVILLE, ON A PEAK ON THE NORTH END OF BEAVER
 HX2884'LICK MOUNTAIN, AT THE BEAVER 2
 HX2884'U.S. FOREST SERVICE LOOKOUT TOWER, AND IS ON PROPERTY OF THE U.S.
 HX2884'FOREST SERVICE.
 HX2884'
 HX2884'TO REACH FROM THE POST OFFICE IN MINNEHAHA SPRINGS, GO EAST ON STATE
 HX2884'HIGHWAY 39 FOR 0.65 MILE TO A
 HX2884'SIDE ROAD ON THE RIGHT.  TURN RIGHT, GO SOUTH ON THE DOTHAN CREEK
 HX2884'ROAD FOR 6.65 MILES TO THE SUMMIT
 HX2884'OF A GRADE AND A SIDE ROAD ON THE RIGHT, AT A SIGN BRUSHY
 HX2884'MTN. TRAIL.  (A 4-WHEEL DRIVE TRUCK IS NEEDED
 HX2884'FROM HERE TO STATION.) TURN RIGHT, GO
 HX2884'WESTERLY ON THE TRACK ROAD FOR 0.4 MILE TO A ROAD FORK.  TAKE
 HX2884'THE LEFT FORK AND CONTINUE WESTERLY,
 HX2884'CROSSING SEVERAL OLD BRIDGES, FOR 2.1 MILES TO THE SUMMIT OF RIDGE
 HX2884'AND WHERE TWO TRAILS CROSS AT A
 HX2884'SIGN BEAVER LICK LOOKOUT.  TURN LEFT, AND GO SOUTH UP STEEP
 HX2884'HILL FOR 0.6 MILE TO THE LOOKOUT AND THE STATION.
 HX2884'
 HX2884'STATION MARK IS U.S. GEOLOGICAL SURVEY BRONZE DISK WITH A TRIANGLE IN
 HX2884'THE CENTER NO STAMPING,
 HX2884'CEMENTED IN A DRILL HOLE IN THE LEDGE OF ROCK OUTCROP.  IT IS ABOUT
 HX2884'20 FEET SOUTH OF THE LOOKOUT TOWER.
 HX2884'
 HX2884'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEAVER USGS NO 1 1957,
 HX2884'IS CEMENTED IN A DRILL HOLE
 HX2884'IN THE CONCRETE BASE FOR THE WEST LEG OF LOOKOUT TOWER.  IT IS ABOUT
 HX2884'THE SAME ELEVATION AS THE STATION.
 HX2884'
 HX2884'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEAVER USGS NO 2 1957,
 HX2884'IS CEMENTED IN A DRILL HOLE
 HX2884'IN THE CONCRETE BASE FOR THE SOUTH LEG OF LOOKOUT TOWER.  IT IS ABOUT
 HX2884'THE SAME ELEVATION AS THE STATION.
 HX2884'
 HX2884'BEAVER NO. 2 IS A BRONZE DISK STAMPED BEAVER NO 2 1459 1934, CEMENTED
 HX2884'IN A DRILL HOLE IN
 HX2884'OUTCROPPING BEDROCK.  IT IS IN THE CENTER AT THE BASE OF THE LOOKOUT
 HX2884'TOWER.
 HX2884'
 HX2884'NO AZIMUTH MARK WAS SET.
 HX2884'
 HX2884'HEIGHT OF LIGHT ABOVE STATION MARK - 2.15 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2885 ***********************************************************************
 HX2885  DESIGNATION -  BEAVER 2 USFS 1957
 HX2885  PID         -  HX2885
 HX2885  STATE/COUNTY-  WV/POCAHONTAS
 HX2885  USGS QUAD   -  LAKE SHERWOOD (1995)
 HX2885
 HX2885                         *CURRENT SURVEY CONTROL
 HX2885  ___________________________________________________________________
 HX2885* NAD 83(1995)-  38 07 04.20910(N)    080 03 15.59453(W)     ADJUSTED  
 HX2885* NAVD 88     -      1116.     (meters)    3661.     (feet)  SCALED    
 HX2885  ___________________________________________________________________
 HX2885  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 HX2885  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 HX2885
 HX2885  HORZ ORDER  -  SECOND
 HX2885
 HX2885.The horizontal coordinates were established by classical geodetic methods
 HX2885.and adjusted by the National Geodetic Survey in April 1998..
 HX2885
 HX2885.The orthometric height was scaled from a topographic map.
 HX2885
 HX2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2885
 HX2885.The geoid height was determined by GEOID03.
 HX2885
 HX2885;                    North         East     Units Scale Factor Converg.
 HX2885;SPC WV S     -   124,489.638   682,919.736   MT  0.99992635   +0 35 04.6
 HX2885;UTM  17      - 4,219,311.583   582,895.016   MT  0.99968463   +0 35 01.6
 HX2885
 HX2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2885!SPC WV S     -   0.99982981  x   0.99992635  =   0.99975617
 HX2885!UTM  17      -   0.99982981  x   0.99968463  =   0.99951449
 HX2885
 HX2885                          SUPERSEDED SURVEY CONTROL
 HX2885
 HX2885  NAD 83(1995)-  38 07 04.20794(N)    080 03 15.60252(W) AD(       ) 2
 HX2885  NAD 83(1986)-  38 07 04.21225(N)    080 03 15.60392(W) AD(       ) 2
 HX2885  NAD 27      -  38 07 03.76960(N)    080 03 16.37900(W) AD(       ) 2
 HX2885
 HX2885.Superseded values are not recommended for survey control.
 HX2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2885.See file dsdata.txt to determine how the superseded data were derived.
 HX2885
 HX2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC8289519312(NAD 83)
 HX2885_MARKER: DD = SURVEY DISK
 HX2885_SETTING: 66 = SET IN ROCK OUTCROP
 HX2885_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HX2885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2885+STABILITY: POSITION/ELEVATION WELL
 HX2885
 HX2885  HISTORY     - Date     Condition        Report By
 HX2885  HISTORY     - 1957     MONUMENTED       USFS
 HX2885
 HX2885                          STATION DESCRIPTION
 HX2885
 HX2885'DESCRIBED BY US FOREST SERVICE 1957 (FAR)
 HX2885'THE STATION IS ABOUT 7.0 MILES SOUTH-SOUTHEAST OF MARLINGTON
 HX2885'AND ABOUT 5.0
 HX2885'MILES SOUTH-SOUTHWEST OF HUNTERSVILLE, ON A PEAK ON THE NORTH END OF
 HX2885'BEAVER LICK MOUNTAIN AND IS AT
 HX2885'THE CENTER OF THE BASE OF THE BEAVER 2 U.S. FOREST
 HX2885'SERVICE LOOKOUT TOWER.
 HX2885'
 HX2885'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HX2885'BEAVER (USGS).
 HX2885'DISTANCE BEING 18.02 FEET (5.492 METERS) NORTH-NORTHEAST OF STATION
 HX2885'BEAVER (USGS).  THE MARK IS A U.S.
 HX2885'DEPARTMENT OF AGRICULTURE FOREST SERVICE DISK
 HX2885'STAMPED BEAVER NO 2 1459 1934, CEMENTED IN A DRILL
 HX2885'HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2990 ***********************************************************************
 HX2990  DESIGNATION -  BEAVERDAM
 HX2990  PID         -  HX2990
 HX2990  STATE/COUNTY-  WV/ROANE
 HX2990  USGS QUAD   -  BURNING SPRINGS (1976)
 HX2990
 HX2990                         *CURRENT SURVEY CONTROL
 HX2990  ___________________________________________________________________
 HX2990* NAD 83(1995)-  38 53 46.44953(N)    081 18 27.07837(W)     ADJUSTED  
 HX2990* NAVD 88     -       368.5    (meters)    1209.     (feet)  VERTCON   
 HX2990  ___________________________________________________________________
 HX2990  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 HX2990  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HX2990
 HX2990  HORZ ORDER  -  FIRST
 HX2990
 HX2990.The horizontal coordinates were established by classical geodetic methods
 HX2990.and adjusted by the National Geodetic Survey in April 1998..
 HX2990
 HX2990.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2990
 HX2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2990
 HX2990.The geoid height was determined by GEOID03.
 HX2990
 HX2990;                    North         East     Units Scale Factor Converg.
 HX2990;SPC WV S     -   210,513.633   573,321.604   MT  1.00000277   -0 11 24.4
 HX2990;SPC WV N     -    45,566.708   443,199.698   MT  1.00002124   -1 09 10.0
 HX2990;UTM  17      - 4,305,306.819   473,332.273   MT  0.99960876   -0 11 35.2
 HX2990
 HX2990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2990!SPC WV S     -   0.99994745  x   1.00000277  =   0.99995022
 HX2990!SPC WV N     -   0.99994745  x   1.00002124  =   0.99996869
 HX2990!UTM  17      -   0.99994745  x   0.99960876  =   0.99955623
 HX2990
 HX2990|---------------------------------------------------------------------|
 HX2990| PID    Reference Object                     Distance      Geod. Az  |
 HX2990|                                                           dddmmss.s |
 HX2990| HX2991 LUKENS USGS 1944                     15.045 METERS 03403     |
 HX2990| DC3773 BEAVERDAM RM 1                       14.340 METERS 17743     |
 HX2990| DC3772 BEAVERDAM AZ MK                                    1883036.0 |
 HX2990|---------------------------------------------------------------------|
 HX2990
 HX2990                          SUPERSEDED SURVEY CONTROL
 HX2990
 HX2990  NAD 83(1986)-  38 53 46.45509(N)    081 18 27.08496(W) AD(       ) 1
 HX2990  NAD 27      -  38 53 46.15200(N)    081 18 27.65600(W) AD(       ) 1
 HX2990  NGVD 29 (07/19/86)  368.7    (m)         1210.     (f) VERT ANG       
 HX2990
 HX2990.Superseded values are not recommended for survey control.
 HX2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2990.See file dsdata.txt to determine how the superseded data were derived.
 HX2990
 HX2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7333205307(NAD 83)
 HX2990_MARKER: DS = TRIANGULATION STATION DISK
 HX2990_SETTING: 0 = UNSPECIFIED SETTING
 HX2990
 HX2990  HISTORY     - Date     Condition        Report By
 HX2990  HISTORY     - 1944     MONUMENTED       CGS
 HX2990  HISTORY     - 1956     GOOD             CGS
 HX2990
 HX2990                          STATION DESCRIPTION
 HX2990
 HX2990'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2990'STATION IS LOCATED ABOUT 7 MILES NNE OF SPENCER, 6-1/2 MILES E OF
 HX2990'REEDY, ON THE SUMMIT OF A
 HX2990'TIMBERED KNOB AT THE HEAD OF BEAVERDAM RUN.  IT IS
 HX2990'23.5 FEET NW OF A 12-INCH PINE
 HX2990'TREE AND 25 FEET S OF A 10-INCH
 HX2990'PINE TREE.  THE LAND IS OWNED BY MRS. MARY QUICK.
 HX2990'THE DISK IS
 HX2990'STAMPED BEAVERDAM 1944.
 HX2990'
 HX2990'SURFACE, UNDERGROUND, REFERENCE MARK 1, AND AZIMUTH MARK ARE
 HX2990'BRONZE DISKS SET
 HX2990'IN CONCRETE.
 HX2990'
 HX2990'REFERENCE MARK 1 IS ON THE E SLOPE OF THE HILL AND IS STAMPED
 HX2990'BEAVERDAM NO 1 1944.
 HX2990'
 HX2990'LUKENS (U.S.G.S.) WAS USED AS REFERENCE MARK 2.  IT IS ON THE
 HX2990'N END OF THE HILL.
 HX2990'
 HX2990'AZIMUTH MARK IS 18 FEET W OF THE CENTER LINE OF ROAD, 8 FEET
 HX2990'SW OF AN 18-INCH
 HX2990'MAPLE TREE, AND 5 FEET W OF A WITNESS POST.  IT
 HX2990'IS STAMPED BEAVERDAM 1944.
 HX2990'
 HX2990'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33
 HX2990'AND STATE HIGHWAY
 HX2990'14 IN SPENCER, GO N ON HIGHWAY 14 FOR 2.85
 HX2990'MILES TO A SURFACED T-ROAD RIGHT
 HX2990'LEADING ACROSS A BRIDGE AT A
 HX2990'LARGE WHITE HOUSE.  TURN RIGHT AND GO 1.85 MILES TO
 HX2990'THE END OF
 HX2990'THE SURFACED ROAD, CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 2.45
 HX2990'MILES TO A
 HX2990'T-INTERSECTION, TURN LEFT, KEEPING MAIN ROAD FOR 2.3
 HX2990'MILES TO A T-ROAD RIGHT AT A
 HX2990'SWINGING BRIDGE ON THE LEFT, TURN
 HX2990'RIGHT ON T-ROAD UP TOMS RUN FOR 2.25 MILES TO
 HX2990'THE AZIMUTH MARK ON
 HX2990'THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A BOARD GATE
 HX2990'ON THE LEFT,
 HX2990'GO THROUGH BOARD GATE ABOUT 75 YARDS TO ANOTHER GATE,
 HX2990'GO THROUGH GATE ABOUT 0.1 MILE
 HX2990'TO THE EDGE OF THE WOODS, TURN
 HX2990'LEFT ALONG THE EDGE OF THE WOODS FOR ABOUT 0.1
 HX2990'MILE TO THE TOP
 HX2990'OF THE RIDGE AND A WOODS ROAD RIGHT.  TURN RIGHT THROUGH WOODS
 HX2990'FOR 0.1 MILE
 HX2990'TO TOP OF THE KNOB AND STATION.
 HX2990'
 HX2990'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HX2990
 HX2990                          STATION RECOVERY (1956)
 HX2990
 HX2990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2990'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT LUKENS (USGS)
 HX2990'WERE FOUND TO BE IN GOOD CONDITION.
 HX2990'THE DISK HAS BEEN BROKEN OFF BUT THE SHANK OF DISK IS STILL IN PLACE
 HX2990'AND THE MARK IS SOLID.  A DIFFERENCE
 HX2990'WAS FOUND IN THE DIRECTION TO THE REFERENCE MARKS BUT ALL
 HX2990'OTHER DIRECTIONS AND ALL DISTANCES CHECKED.
 HX2990'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR A
 HX2990'SLIGHT CHANGE IN THE TO REACH NEAR STATION.  FROM THE AZIMUTH
 HX2990'MARK CONTINUE NORTHERLY FOR 0.3 MILE
 HX2990'TO BOARD GATE ON LEFT.  TURN SHARP LEFT PASSING THROUGH GATE AND
 HX2990'FOLLOW DRIVEWAY TO BARN AT CREST OF
 HX2990'RIDGE.  PACK SOUTHWEST UP HILL FOR ABOUT 0.1 MILE TO THE HIGHEST
 HX2990'POINT AND STATION AS DESCRIBED.
 HX2990'
 HX2990'1964 OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE6229 ***********************************************************************
 DE6229  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6229  DESIGNATION -  BECKLEY COOP CORS ARP
 DE6229  CORS_ID     -  BKLY
 DE6229  PID         -  DE6229
 DE6229  STATE/COUNTY-  WV/RALEIGH
 DE6229  USGS QUAD   -  BECKLEY (1989)
 DE6229
 DE6229                         *CURRENT SURVEY CONTROL
 DE6229  ___________________________________________________________________
 DE6229* NAD 83(CORS)-  37 47 52.09036(N)    081 09 07.95023(W)     ADJUSTED  
 DE6229* NAVD 88     -                                                        
 DE6229  ___________________________________________________________________
 DE6229  EPOCH DATE  -        2002.00
 DE6229  X           -     776,242.970 (meters)                     COMP
 DE6229  Y           -  -4,986,708.205 (meters)                     COMP
 DE6229  Z           -   3,888,158.944 (meters)                     COMP
 DE6229  ELLIP HEIGHT-         692.59  (meters)          (10/??/04) GPS OBS
 DE6229  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DE6229
 DE6229  HORZ ORDER  -  SPECIAL (CORS)
 DE6229  ELLP ORDER  -  SPECIAL (CORS)
 DE6229
 DE6229.ITRF positions are available for this station.
 DE6229.The coordinates were established by GPS observations
 DE6229.and adjusted by the National Geodetic Survey in October 2004..
 DE6229.The coordinates are valid at the epoch date displayed above.
 DE6229.The epoch date for horizontal control is a decimal equivalence
 DE6229.of Year/Month/Day.
 DE6229
 DE6229
 DE6229.The PID for the CORS L1 Phase Center is DG7288.
 DE6229
 DE6229.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6229
 DE6229.The ellipsoidal height was determined by GPS observations
 DE6229.and is referenced to NAD 83.
 DE6229
 DE6229.The geoid height was determined by GEOID03.
 DE6229
 DE6229;                    North         East     Units Scale Factor Converg.
 DE6229;SPC WV S     -    88,557.652   586,595.238   MT  0.99994831   -0 05 38.7
 DE6229
 DE6229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6229!SPC WV S     -   0.99989133  x   0.99994831  =   0.99983965
 DE6229
 DE6229                          SUPERSEDED SURVEY CONTROL
 DE6229
 DE6229  NAD 83(CORS)-  37 47 52.09095(N)    081 09 07.95037(W) AD(2002.00) c
 DE6229  ELLIP H (02/??/02)  692.58   (m)                       GP(2002.00) c c
 DE6229
 DE6229.Superseded values are not recommended for survey control.
 DE6229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6229.See file dsdata.txt to determine how the superseded data were derived.
 DE6229
 DE6229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8660083392(NAD 83)
 DE6229_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6229
 DE6229                          STATION DESCRIPTION
 DE6229
 DE6229'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DE6229'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6229'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6229'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6229'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6229'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7288 ***********************************************************************
 DG7288  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7288  DESIGNATION -  BECKLEY COOP CORS L1 PHASE CENTER
 DG7288  CORS_ID     -  BKLY
 DG7288  PID         -  DG7288
 DG7288  STATE/COUNTY-  WV/RALEIGH
 DG7288  USGS QUAD   -  BECKLEY (1989)
 DG7288
 DG7288                         *CURRENT SURVEY CONTROL
 DG7288  ___________________________________________________________________
 DG7288* NAD 83(CORS)-  37 47 52.09039(N)    081 09 07.95027(W)     ADJUSTED  
 DG7288* NAVD 88     -                                                        
 DG7288  ___________________________________________________________________
 DG7288  EPOCH DATE  -        2002.00
 DG7288  X           -     776,242.983 (meters)                     COMP
 DG7288  Y           -  -4,986,708.290 (meters)                     COMP
 DG7288  Z           -   3,888,159.012 (meters)                     COMP
 DG7288  ELLIP HEIGHT-         692.70  (meters)          (10/??/04) GPS OBS
 DG7288  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DG7288
 DG7288  HORZ ORDER  -  SPECIAL (CORS)
 DG7288  ELLP ORDER  -  SPECIAL (CORS)
 DG7288
 DG7288.ITRF positions are available for this station.
 DG7288.The coordinates were established by GPS observations
 DG7288.and adjusted by the National Geodetic Survey in October 2004..
 DG7288.The coordinates are valid at the epoch date displayed above.
 DG7288.The epoch date for horizontal control is a decimal equivalence
 DG7288.of Year/Month/Day.
 DG7288
 DG7288
 DG7288.The PID for the CORS ARP is DE6229.
 DG7288
 DG7288.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7288
 DG7288.The ellipsoidal height was determined by GPS observations
 DG7288.and is referenced to NAD 83.
 DG7288
 DG7288.The geoid height was determined by GEOID03.
 DG7288
 DG7288;                    North         East     Units Scale Factor Converg.
 DG7288;SPC WV S     -    88,557.653   586,595.237   MT  0.99994831   -0 05 38.7
 DG7288
 DG7288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7288!SPC WV S     -   0.99989131  x   0.99994831  =   0.99983963
 DG7288
 DG7288                          SUPERSEDED SURVEY CONTROL
 DG7288
 DG7288  NAD 83(CORS)-  37 47 52.09099(N)    081 09 07.95041(W) AD(2002.00) c
 DG7288  ELLIP H (02/??/02)  692.69   (m)                       GP(2002.00) c c
 DG7288
 DG7288.Superseded values are not recommended for survey control.
 DG7288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7288.See file dsdata.txt to determine how the superseded data were derived.
 DG7288
 DG7288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8660083392(NAD 83)
 DG7288_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG7288
 DG7288                          STATION DESCRIPTION
 DG7288
 DG7288'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG7288'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG7288'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG7288'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG7288'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG7288'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3363 ***********************************************************************
 GX3363  DESIGNATION -  BECKLEY RADIO STA WJLS E MAST
 GX3363  PID         -  GX3363
 GX3363  STATE/COUNTY-  WV/RALEIGH
 GX3363  USGS QUAD   -  BECKLEY (1989)
 GX3363
 GX3363                         *CURRENT SURVEY CONTROL
 GX3363  ___________________________________________________________________
 GX3363* NAD 83(1995)-  37 46 45.62596(N)    081 09 20.46399(W)     ADJUSTED  
 GX3363* NAVD 88     -                                                        
 GX3363  ___________________________________________________________________
 GX3363  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 GX3363  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX3363
 GX3363  HORZ ORDER  -  THIRD
 GX3363
 GX3363.The horizontal coordinates were established by classical geodetic methods
 GX3363.and adjusted by the National Geodetic Survey in April 1998..
 GX3363
 GX3363
 GX3363.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3363
 GX3363.The geoid height was determined by GEOID03.
 GX3363
 GX3363;                    North         East     Units Scale Factor Converg.
 GX3363;SPC WV S     -    86,509.087   586,285.666   MT  0.99995053   -0 05 46.5
 GX3363;UTM  17      - 4,181,344.266   486,290.463   MT  0.99960231   -0 05 43.4
 GX3363
 GX3363                          SUPERSEDED SURVEY CONTROL
 GX3363
 GX3363  NAD 83(1986)-  37 46 45.63204(N)    081 09 20.47009(W) AD(       ) 4
 GX3363  NAD 27      -  37 46 45.22000(N)    081 09 21.11800(W) AD(       ) 3
 GX3363
 GX3363.Superseded values are not recommended for survey control.
 GX3363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3363.See file dsdata.txt to determine how the superseded data were derived.
 GX3363
 GX3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8629081344(NAD 83)
 GX3363_MARKER: 42 = RADIO/TV MAST
 GX3363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3363+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 GX3363
 GX3363  HISTORY     - Date     Condition        Report By
 GX3363  HISTORY     - 1952     FIRST OBSERVED   CGS
 GX3363  HISTORY     - 1965     GOOD             CGS
 GX3363  HISTORY     - 1975     GOOD             NGS
 GX3363  HISTORY     - 1978     GOOD             NGS
 GX3363  HISTORY     - 20040522 GOOD             USPSQD
 GX3363
 GX3363                          STATION DESCRIPTION
 GX3363
 GX3363'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3363'STATION IS LOCATED ABOUT 1 MILE EAST OF THE CENTER OF BECKLEY AND 0.4
 GX3363'MILE EAST OF U.S. HIGHWAY 19 AND 21. IT IS AN ALL STEEL STRUCTURE
 GX3363'316 FEET HIGH PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE WITH A
 GX3363'RED FLASHING LIGHT ON THE TOP OF THE STRUCTURE AND TWO SETS OF
 GX3363'RED LIGHTS AT INTERVALS DOWN THE SIDES. THIS IS THE EAST ONE OF TWO
 GX3363'RADIO MASTS OF THE W.J.L.S. TRANSMITTING STATION. POINT OBSERVED
 GX3363'UPON, FLASHING RED LIGHT ON THE TOP OF THE STRUCTURE.
 GX3363
 GX3363                          STATION RECOVERY (1965)
 GX3363
 GX3363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ETO)
 GX3363'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GX3363
 GX3363                          STATION RECOVERY (1975)
 GX3363
 GX3363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JBN)
 GX3363'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE
 GX3363'1952 DESCRIPTION ADAQUATE FOR RECOVERY.
 GX3363'
 GX3363'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE E OF THE
 GX3363'CENTER OF BECKLEY.
 GX3363
 GX3363                          STATION RECOVERY (1978)
 GX3363
 GX3363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 GX3363'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GX3363
 GX3363                          STATION RECOVERY (2004)
 GX3363
 GX3363'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 GX3363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3364 ***********************************************************************
 GX3364  DESIGNATION -  BECKLEY RADIO STA WJLS W MAST
 GX3364  PID         -  GX3364
 GX3364  STATE/COUNTY-  WV/RALEIGH
 GX3364  USGS QUAD   -  BECKLEY (1989)
 GX3364
 GX3364                         *CURRENT SURVEY CONTROL
 GX3364  ___________________________________________________________________
 GX3364* NAD 83(1995)-  37 46 38.81504(N)    081 09 34.52625(W)     ADJUSTED  
 GX3364* NAVD 88     -                                                        
 GX3364  ___________________________________________________________________
 GX3364  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 GX3364  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX3364
 GX3364  HORZ ORDER  -  THIRD
 GX3364
 GX3364.The horizontal coordinates were established by classical geodetic methods
 GX3364.and adjusted by the National Geodetic Survey in April 1998..
 GX3364
 GX3364
 GX3364.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3364
 GX3364.The geoid height was determined by GEOID03.
 GX3364
 GX3364;                    North         East     Units Scale Factor Converg.
 GX3364;SPC WV S     -    86,299.694   585,941.207   MT  0.99995076   -0 05 55.2
 GX3364;UTM  17      - 4,181,134.940   485,946.127   MT  0.99960243   -0 05 52.0
 GX3364
 GX3364                          SUPERSEDED SURVEY CONTROL
 GX3364
 GX3364  NAD 83(1986)-  37 46 38.82105(N)    081 09 34.53212(W) AD(       ) 4
 GX3364  NAD 27      -  37 46 38.40900(N)    081 09 35.18000(W) AD(       ) 3
 GX3364
 GX3364.Superseded values are not recommended for survey control.
 GX3364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3364.See file dsdata.txt to determine how the superseded data were derived.
 GX3364
 GX3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8594681135(NAD 83)
 GX3364_MARKER: 42 = RADIO/TV MAST
 GX3364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3364+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 GX3364
 GX3364  HISTORY     - Date     Condition        Report By
 GX3364  HISTORY     - 1952     FIRST OBSERVED   CGS
 GX3364  HISTORY     - 1965     GOOD             CGS
 GX3364  HISTORY     - 1975     GOOD             NGS
 GX3364  HISTORY     - 20040522 GOOD             USPSQD
 GX3364
 GX3364                          STATION DESCRIPTION
 GX3364
 GX3364'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3364'STATION IS LOCATED ABOUT 1 MILE EAST OF THE CENTER OF BECKLEY AND 0.4
 GX3364'MILE EAST OF U.S. HIGHWAY 19 AND 21. IT IS AN ALL STEEL
 GX3364'STRUCTURE 316 FEET HIGH PAINTED IN ALTERNATE SECTIONS OF RED AND
 GX3364'WHITE WITH A RED FLASHING LIGHT ON THE TOP OF THE STRUCTURE AND
 GX3364'TWO SETS OF RED LIGHTS AT INTERVALS DOWN THE SIDES. THIS IS THE WEST
 GX3364'ONE OF TWO RADIO MASTS OF THE W.J.L.S. TRANSMITTING STATION.
 GX3364'POINT OBSERVED UPON, FLASHING RED LIGHT ON THE TOP OF THE STRUCTURE.
 GX3364
 GX3364                          STATION RECOVERY (1965)
 GX3364
 GX3364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ETO)
 GX3364'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GX3364
 GX3364                          STATION RECOVERY (1975)
 GX3364
 GX3364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JBN)
 GX3364'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE
 GX3364'1952 DESCRIPTION ADAQUATE FOR RECOVERY.
 GX3364'
 GX3364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE E OF THE
 GX3364'CENTER OF BECKLEY.
 GX3364
 GX3364                          STATION RECOVERY (2004)
 GX3364
 GX3364'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 GX3364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3365 ***********************************************************************
 GX3365  DESIGNATION -  BECKLEY ST POLICE MAST
 GX3365  PID         -  GX3365
 GX3365  STATE/COUNTY-  WV/RALEIGH
 GX3365  USGS QUAD   -  BECKLEY (1989)
 GX3365
 GX3365                         *CURRENT SURVEY CONTROL
 GX3365  ___________________________________________________________________
 GX3365* NAD 83(1995)-  37 46 36.40447(N)    081 10 16.82631(W)     ADJUSTED  
 GX3365* NAVD 88     -                                                        
 GX3365  ___________________________________________________________________
 GX3365  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GX3365  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX3365
 GX3365  HORZ ORDER  -  THIRD
 GX3365
 GX3365.The horizontal coordinates were established by classical geodetic methods
 GX3365.and adjusted by the National Geodetic Survey in April 1998..
 GX3365
 GX3365
 GX3365.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3365
 GX3365.The geoid height was determined by GEOID03.
 GX3365
 GX3365;                    North         East     Units Scale Factor Converg.
 GX3365;SPC WV S     -    86,227.225   584,905.978   MT  0.99995084   -0 06 21.3
 GX3365;UTM  17      - 4,181,062.480   484,911.260   MT  0.99960280   -0 06 17.9
 GX3365
 GX3365                          SUPERSEDED SURVEY CONTROL
 GX3365
 GX3365  NAD 83(1986)-  37 46 36.41115(N)    081 10 16.83388(W) AD(       ) 4
 GX3365  NAD 27      -  37 46 35.99000(N)    081 10 17.47000(W) AD(       ) 3
 GX3365
 GX3365.Superseded values are not recommended for survey control.
 GX3365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3365.See file dsdata.txt to determine how the superseded data were derived.
 GX3365
 GX3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8491181062(NAD 83)
 GX3365_MARKER: 42 = RADIO/TV MAST
 GX3365
 GX3365  HISTORY     - Date     Condition        Report By
 GX3365  HISTORY     - 1952     FIRST OBSERVED   CGS
 GX3365
 GX3365                          STATION DESCRIPTION
 GX3365
 GX3365'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3365'STATION IS LOCATED ABOUT 0.5 MILE EAST OF THE CENTER OF BECKLEY, ON
 GX3365'THE EAST SIDE OF U.S. HIGHWAY 19 AND 21 AND JUST EAST OF THE
 GX3365'STATE POLICE HEADQUARTERS. IT IS AN ALL STEEL STRUCTURE 325 FEET HIGH
 GX3365'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE WITH A RED FLASHING
 GX3365'LIGHT ON THE TOP OF THE STRUCTURE AND TWO SETS OF RED LIGHTS DOWN THE
 GX3365'SIDES, POINT OBSERVED UPON, FLASHING RED LIGHT ON THE TOP OF
 GX3365'STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3579 ***********************************************************************
 HW3579  DESIGNATION -  BECKY
 HW3579  PID         -  HW3579
 HW3579  STATE/COUNTY-  WV/RANDOLPH
 HW3579  USGS QUAD   -  SNYDER KNOB (1995)
 HW3579
 HW3579                         *CURRENT SURVEY CONTROL
 HW3579  ___________________________________________________________________
 HW3579* NAD 83(1995)-  38 37 07.89177(N)    079 58 43.14004(W)     ADJUSTED  
 HW3579* NAVD 88     -       998.6    (meters)    3276.     (feet)  VERTCON   
 HW3579  ___________________________________________________________________
 HW3579  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 HW3579  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HW3579
 HW3579  HORZ ORDER  -  THIRD
 HW3579
 HW3579.The horizontal coordinates were established by classical geodetic methods
 HW3579.and adjusted by the National Geodetic Survey in April 1998..
 HW3579
 HW3579.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3579
 HW3579.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3579
 HW3579.The geoid height was determined by GEOID03.
 HW3579
 HW3579;                    North         East     Units Scale Factor Converg.
 HW3579;SPC WV S     -   180,168.292   688,942.719   MT  0.99995436   +0 37 53.0
 HW3579;UTM  17      - 4,274,976.971   588,914.052   MT  0.99969735   +0 38 15.0
 HW3579
 HW3579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3579!SPC WV S     -   0.99984814  x   0.99995436  =   0.99980250
 HW3579!UTM  17      -   0.99984814  x   0.99969735  =   0.99954553
 HW3579
 HW3579:                Primary Azimuth Mark                     Grid Az
 HW3579:SPC WV S     -  BECKY AZ MK                              015 24 19.9
 HW3579:UTM  17      -  BECKY AZ MK                              015 23 57.9
 HW3579
 HW3579|---------------------------------------------------------------------|
 HW3579| PID    Reference Object                     Distance      Geod. Az  |
 HW3579|                                                           dddmmss.s |
 HW3579| DC3774 BECKY AZ MK                                        0160212.9 |
 HW3579| DC3775 BECKY RM 1                           10.330 METERS 19912     |
 HW3579| DC3776 BECKY RM 2                           13.923 METERS 26204     |
 HW3579|---------------------------------------------------------------------|
 HW3579
 HW3579                          SUPERSEDED SURVEY CONTROL
 HW3579
 HW3579  NAD 83(1986)-  38 37 07.89673(N)    079 58 43.15084(W) AD(       ) 3
 HW3579  NAD 27      -  38 37 07.49630(N)    079 58 43.90650(W) AD(       ) 3
 HW3579  NGVD 29 (07/19/86)  998.7    (m)         3277.     (f) VERT ANG       
 HW3579
 HW3579.Superseded values are not recommended for survey control.
 HW3579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3579.See file dsdata.txt to determine how the superseded data were derived.
 HW3579
 HW3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC8891474977(NAD 83)
 HW3579_MARKER: DS = TRIANGULATION STATION DISK
 HW3579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3579
 HW3579  HISTORY     - Date     Condition        Report By
 HW3579  HISTORY     - 1957     MONUMENTED       CGS
 HW3579
 HW3579                          STATION DESCRIPTION
 HW3579
 HW3579'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3579'THE STATION IS APPROXIMATELY 6 MILES SOUTH OF HUTTONSVILLE AND 6
 HW3579'MILES NORTH-NORTHEAST OF VALLEY
 HW3579'HEAD ON A HIGH KNOB, ON A RIDGE BETWEEN BECKY AND STEWART CREEKS.
 HW3579'
 HW3579'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 250 AND 219 IN
 HW3579'HUTTONSVILLE, GO SOUTHEAST ON
 HW3579'HIGHWAY 219 FOR 2.8 MILES TO A SIDE ROAD LEFT AT SIGN BECKY CREEK
 HW3579'RD., TURN LEFT ON PAVED
 HW3579'ROAD AND GO 0.2 MILE TO THE EAST END OF A STEEL BRIDGE, TURN RIGHT ON
 HW3579'NARROW PAVED ROAD AND GO 2.35
 HW3579'MILES TO A SIDE ROAD LEFT AND THE END OF PAVEMENT, CONTINUE
 HW3579'STRAIGHT AHEAD FOR 0.1 MILE TO A SIDE ROAD
 HW3579'RIGHT, KEEP STRAIGHT AHEAD ON MAIN
 HW3579'TRAVELED ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT, KEEP
 HW3579'STRAIGHT AHEAD, UPHILL, ON GRAVEL
 HW3579'ROAD AND GO 0.55 MILE TO ROAD FORKS, KEEP RIGHT FORK AND GO 0.55 MILE
 HW3579'TO SIDE ROAD LEFT, CONTINUE STRAIGHT
 HW3579'AHEAD FOR 0.55 MILE TO A CONCRETE BRIDGE AND MR. SAM PINGLEYS
 HW3579'(PROPERTY OWNER) HOUSE ON RIGHT, CONTINUE
 HW3579'STRAIGHT AHEAD ON GRAVEL ROAD FOR 0.15 MILE TO A
 HW3579'WOODEN BRIDGE ON RIGHT, TURN RIGHT ACROSS
 HW3579'BRIDGE, UPHILL ON TRACK ROAD AND GO 0.05
 HW3579'MILE TO A WIRE GATE, PASS THROUGH GATE, BEAR LEFT TO FENCE
 HW3579'LINE, THEN RIGHT, UPHILL THROUGH
 HW3579'TIMBER FOR 0.4 MILE TO POLE GATE, PASS THROUGH GATE AND GO
 HW3579'NORTHWESTERLY ACROSS PASTURE FOR
 HW3579'0.15 MILE TO BARN, PASS TO THE RIGHT OF BARN AND GO 0.05 MILE TO GAP
 HW3579'IN FENCE LINE, PASS THROUGH GAP
 HW3579'AND FOLLOW DIM TRACK AROUND SIDE OF HILL FOR 0.1 MILE TO
 HW3579'A WATER TROUGH, CONTINUE UPHILL, WEST, FOR 0.1
 HW3579'MILE TO GAP IN FENCE LINE AND AZIMUTH
 HW3579'MARK ON THE RIGHT, PASS THROUGH GAP, BEAR LEFT ALONG TOP OF RIDGE
 HW3579'FOR 0.2 MILE TO THE HIGHEST PART
 HW3579'OF HILL AND THE STATION.
 HW3579'
 HW3579'STATION MARKS ARE STANDARD DISKS STAMPED BECKY 1957.  THE SURFACE
 HW3579'DISK IS SET IN A SQUARE
 HW3579'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 33-1/2
 HW3579'FEET NORTH- NORTHEAST OF A FENCE
 HW3579'LINE AND 49 FEET NORTH OF A TRIANGULAR BLAZE ON A 14 INCH TREE.
 HW3579'A STANDARD WITNESS POST WAS SET 40 FEET
 HW3579'WEST IN FENCE LINE.  THE UNDERGROUND DISK IS
 HW3579'SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 HW3579'SURFACE OF THE GROUND.
 HW3579'
 HW3579'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BECKY NO 1 1957, IS SET
 HW3579'IN A SQUARE CONCRETE POST
 HW3579'WHICH PROJECTS 4 INCHES.  IT IS 1 FOOT NORTH OF FENCE LINE AND 19
 HW3579'FEET NORTHWEST OF A TRIANGULAR
 HW3579'BLAZE ON A 14 INCH TREE.
 HW3579'
 HW3579'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BECKY NO 2 1957, IS SET
 HW3579'IN A SQUARE CONCRETE POST
 HW3579'WHICH PROJECTS 4 INCHES.  IT IS 6 INCHES NORTH OF FENCE LINE, ON THE
 HW3579'SOUTHWEST SLOPE OF HILL AND
 HW3579'ABOUT 11-1/2 FEET LOWER THAN STATION.
 HW3579'
 HW3579'AZIMUTH MARK IS A STANDARD DISK STAMPED BECKY 1957, SET IN A SQUARE
 HW3579'CONCRETE POST WHICH PROJECTS 6
 HW3579'INCHES.  IT IS 71 FEET EAST OF FENCE CORNER ON TOP OF RODGE, 121 FEET
 HW3579'NORTHWEST OF GAP IN NORTH AND SOUTH
 HW3579'FENCE LINE, 6 INCHES SOUTH OF FENCE LINE AND 25
 HW3579'FEET WEST OF A TRIANGULAR BLAZE ON 16 INCH OAK TREE.
 HW3579'A STANDARD WITNESS POST WAS SET 2
 HW3579'FEET EAST OF THE MARK.
 HW3579'
 HW3579'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2899 ***********************************************************************
 HX2899  DESIGNATION -  BEE
 HX2899  PID         -  HX2899
 HX2899  STATE/COUNTY-  WV/NICHOLAS
 HX2899  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX2899
 HX2899                         *CURRENT SURVEY CONTROL
 HX2899  ___________________________________________________________________
 HX2899* NAD 83(1995)-  38 16 52.67401(N)    080 28 17.84912(W)     ADJUSTED  
 HX2899* NAVD 88     -      1147.4    (meters)    3764.     (feet)  VERTCON   
 HX2899  ___________________________________________________________________
 HX2899  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 HX2899  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HX2899
 HX2899  HORZ ORDER  -  SECOND
 HX2899
 HX2899.The horizontal coordinates were established by classical geodetic methods
 HX2899.and adjusted by the National Geodetic Survey in April 1998..
 HX2899
 HX2899.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2899
 HX2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2899
 HX2899.The geoid height was determined by GEOID03.
 HX2899
 HX2899;                    North         East     Units Scale Factor Converg.
 HX2899;SPC WV S     -   142,341.409   646,227.046   MT  0.99992710   +0 19 35.9
 HX2899;UTM  17      - 4,237,158.415   546,212.328   MT  0.99962630   +0 19 38.4
 HX2899
 HX2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2899!SPC WV S     -   0.99982481  x   0.99992710  =   0.99975192
 HX2899!UTM  17      -   0.99982481  x   0.99962630  =   0.99945118
 HX2899
 HX2899|---------------------------------------------------------------------|
 HX2899| PID    Reference Object                     Distance      Geod. Az  |
 HX2899|                                                           dddmmss.s |
 HX2899| DC3784 BEE RM 2                             21.817 METERS 17815     |
 HX2899| HX1340 BEECH RESET                         APPROX.22.1 KM 2120000.4 |
 HX2899| HX2911 NETTIE ATT MICROWAVE MAST           APPROX.20.3 KM 2515148.3 |
 HX2899| DC3783 BEE RM 1                             22.440 METERS 27405     |
 HX2899|---------------------------------------------------------------------|
 HX2899
 HX2899                          SUPERSEDED SURVEY CONTROL
 HX2899
 HX2899  NAD 83(1986)-  38 16 52.68151(N)    080 28 17.86330(W) AD(       ) 2
 HX2899  NAD 27      -  38 16 52.27200(N)    080 28 18.56200(W) AD(       ) 2
 HX2899  NGVD 29 (07/19/86) 1147.5    (m)         3765.     (f) VERT ANG       
 HX2899
 HX2899.Superseded values are not recommended for survey control.
 HX2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2899.See file dsdata.txt to determine how the superseded data were derived.
 HX2899
 HX2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC4621237158(NAD 83)
 HX2899_MARKER: DS = TRIANGULATION STATION DISK
 HX2899_SETTING: 0 = UNSPECIFIED SETTING
 HX2899
 HX2899  HISTORY     - Date     Condition        Report By
 HX2899  HISTORY     - 1961     MONUMENTED       CGS
 HX2899
 HX2899                          STATION DESCRIPTION
 HX2899
 HX2899'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2899'STATION IS LOCATED ON THE HIGHEST POINT AND NEAR THE SOUTHERN END OF
 HX2899'A FLAT,
 HX2899'TIMBER-COVERED RIDGE, ABOUT 5 MILES NORTHEAST OF RICHWOOD, 14 MILES
 HX2899'SOUTH-SOUTHWEST OF WEBSTER
 HX2899'SPRINGS AND ON PROPERTY WHICH IS IN THE
 HX2899'MONONGAHELA NATIONAL FOREST.
 HX2899'
 HX2899'STATION IS REACHED FROM THE INTERSECTION OF MAIN AND OAKFORD STREETS,
 HX2899'AT TRAFFIC LIGHT
 HX2899'IN THE CENTER OF THE BUSINESS SECTION OF RICHWOOD.  GO
 HX2899'EAST ON STATE HIGHWAY 39 FOR 1.0
 HX2899'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 HX2899'FOLLOW A MACADAM ROAD FOR 2.45 MILES TO A FORK,
 HX2899'KEEP RIGHT AND CONTINUE ON
 HX2899'A DIRT ROAD FOR 3.35 MILES TO A LOCKED GATE AND SIGN ON GATE,
 HX2899'MONONGAHELA NATIONAL
 HX2899'FOREST, BACK WOODS AREA.  PASS THROUGH THE GATE AND CONTINUE
 HX2899'STRAIGHT AHEAD ON A TRACK
 HX2899'ROAD FOR 1.25 MILES TO A DIM TRACK ROAD LEFT AND
 HX2899'SIGN ON LEFT, BEE RUN TRAIL.  THIS IS AS FAR
 HX2899'AS A CONVENTIONAL DRIVE TRUCK
 HX2899'CAN BE DRIVEN.  A JEEP CAN BE DRIVEN TO THE STATION FROM THIS
 HX2899'POINT.  TURN LEFT AND
 HX2899'FOLLOW THE TRACK ROAD FOR 0.35 MILE TO A 6-INCH TRIANGULAR BLAZED
 HX2899'TREE ON THE LEFT, CONTINUE
 HX2899'STRAIGHT AHEAD, ON THE TRACK ROAD FOR ABOUT 1/4
 HX2899'MILE TO THE END OF THE ROAD, HIGHEST POINT OF
 HX2899'THE HILL AND STATION.
 HX2899'
 HX2899'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF CONCRETE FILLED
 HX2899'3-INCH ORANGEBURG
 HX2899'PIPE WHICH ARE BURIED IN THE GROUND.
 HX2899'
 HX2899'STATION MARK IS STAMPED BEE 1961 AND PROJECTS ABOUT 8 INCHES.  IT IS
 HX2899'13.6 FEET
 HX2899'NORTHWEST F A 5-INCH TRIANGULAR BLAZED MAPLE TREE AND 15.5 FEET
 HX2899'SOUTHEAST OF A 24-INCH
 HX2899'TRIANGULAR BLAZED OAK TREE.
 HX2899'
 HX2899'REFERENCE MARK NUMBER 1 IS STAMPED BEE NO 1 1961 AND PROJECTS ABOUT
 HX2899'8 INCHES.  IT IS
 HX2899'83 FEET WEST OF THE BLAZED MAPLE TREE.
 HX2899'
 HX2899'REFERENCE MARK NUMBER 2 IS STAMPED BEE NO 2 1961 AND PROJECTS ABOUT
 HX2899'8 INCHES.  IT IS
 HX2899'63 FEET SOUTH OF THE BLAZED MAPLE TREE.
 HX2899'
 HX2899'REFERENCE MARKS ARE ABOUT THE SAME ELEVATION AS THE STATION MARK.
 HX2899'
 HX2899'THE KEY FOR THE LOCK ON THE LOCKED GATE MENTIONED ABOVE CAN BE
 HX2899'OBTAINED AT THE U.S.
 HX2899'RANGER STATION IN RICHWOOD.
 HX2899'
 HX2899'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3004 ***********************************************************************
 HX3004  DESIGNATION -  BEECH
 HX3004  PID         -  HX3004
 HX3004  STATE/COUNTY-  WV/ROANE
 HX3004  USGS QUAD   -  PENIEL (1957)
 HX3004
 HX3004                         *CURRENT SURVEY CONTROL
 HX3004  ___________________________________________________________________
 HX3004* NAD 83(1995)-  38 52 18.55143(N)    081 28 39.00280(W)     ADJUSTED  
 HX3004* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 HX3004  ___________________________________________________________________
 HX3004  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 HX3004  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HX3004
 HX3004  HORZ ORDER  -  FIRST
 HX3004
 HX3004.The horizontal coordinates were established by classical geodetic methods
 HX3004.and adjusted by the National Geodetic Survey in April 1998..
 HX3004
 HX3004.The orthometric height was scaled from a topographic map.
 HX3004
 HX3004.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3004
 HX3004.The geoid height was determined by GEOID03.
 HX3004
 HX3004;                    North         East     Units Scale Factor Converg.
 HX3004;SPC WV S     -   207,865.603   558,561.580   MT  0.99999757   -0 17 42.7
 HX3004;SPC WV N     -    43,167.410   428,396.846   MT  1.00002670   -1 15 40.3
 HX3004;UTM  17      - 4,302,660.775   458,577.769   MT  0.99962113   -0 17 58.8
 HX3004
 HX3004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3004!SPC WV S     -   0.99995104  x   0.99999757  =   0.99994861
 HX3004!SPC WV N     -   0.99995104  x   1.00002670  =   0.99997774
 HX3004!UTM  17      -   0.99995104  x   0.99962113  =   0.99957219
 HX3004
 HX3004:                Primary Azimuth Mark                     Grid Az
 HX3004:SPC WV S     -  BEECH AZ MK                              001 00 36.5
 HX3004:SPC WV N     -  BEECH AZ MK                              001 58 34.1
 HX3004:UTM  17      -  BEECH AZ MK                              001 00 52.6
 HX3004
 HX3004|---------------------------------------------------------------------|
 HX3004| PID    Reference Object                     Distance      Geod. Az  |
 HX3004|                                                           dddmmss.s |
 HX3004| DC3786 BEECH AZ MK                                        0004253.8 |
 HX3004| DC3787 BEECH RM 1                            8.950 METERS 11928     |
 HX3004| DC3788 BEECH RM 2                            9.994 METERS 22833     |
 HX3004| HX3133 CREWS                               APPROX. 5.4 KM 3361907.3 |
 HX3004|---------------------------------------------------------------------|
 HX3004
 HX3004                          SUPERSEDED SURVEY CONTROL
 HX3004
 HX3004  NAD 83(1986)-  38 52 18.55700(N)    081 28 39.00814(W) AD(       ) 1
 HX3004  NAD 27      -  38 52 18.25000(N)    081 28 39.57100(W) AD(       ) 1
 HX3004
 HX3004.Superseded values are not recommended for survey control.
 HX3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3004.See file dsdata.txt to determine how the superseded data were derived.
 HX3004
 HX3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5857802661(NAD 83)
 HX3004_MARKER: DS = TRIANGULATION STATION DISK
 HX3004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3004
 HX3004  HISTORY     - Date     Condition        Report By
 HX3004  HISTORY     - 1944     MONUMENTED       CGS
 HX3004  HISTORY     - 1976     GOOD             NGS
 HX3004
 HX3004                          STATION DESCRIPTION
 HX3004
 HX3004'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3004'STATION IS LOCATED IN A SMALL PEACH ORCHARD, ABOUT 3-1/2 MILES SW OF
 HX3004'REEDY, ON THE HEAD WATER OF BEACH
 HX3004'RUN, AND ABOUT 1/2 MILE E OF PANTHER KNOB.  IT IS
 HX3004'ON THE HIGHEST POINT OF THE HILL,
 HX3004'ON LAND OWNED BY MR. H.T. NEWHART.
 HX3004'THE DISK IS STAMPED BEECH 1944.
 HX3004'
 HX3004'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3004'DISKS SET IN CONCRETE.
 HX3004'
 HX3004'REFERENCE MARK 1 IS ON THE BEGINNING OF THE E SLOPE OF THE
 HX3004'HILL AND IS
 HX3004'STAMPED BEECH NO 1 1944.
 HX3004'
 HX3004'REFERENCE MARK 2 IS ON THE BEGINNING OF THE S SLOPE OF THE
 HX3004'HILL AND IS
 HX3004'STAMPED BEECH NO 2 1944.
 HX3004'
 HX3004'AZIMUTH MARK IS 18 FEET NW OF THE CENTER LINE OF ROAD AND 3
 HX3004'FEET SE OF A
 HX3004'WITNESS POST.  IT IS STAMPED BEECH 1944.
 HX3004'
 HX3004'TO REACH THE STATION FROM THE BRIDGE IN REEDY, GO W ON MAIN
 HX3004'STREET FOR 1.8
 HX3004'MILES TO A T-ROAD LEFT AT DUKES, TURN LEFT, CROSS
 HX3004'RAILROAD TRACKS AND GO 2.4 MILES
 HX3004'TO A T-ROAD LEFT.  TURN LEFT AND
 HX3004'GO 0.4 MILE UP HILL TO A LEFT FORK,* CONTINUE
 HX3004'STRAIGHT AHEAD FOR
 HX3004'0.25 MILE TO TOP OF RIDGE AND OPENING IN FENCE, TURN RIGHT
 HX3004'THROUGH FENCE
 HX3004'AND FOLLOW THE RIDGE FOR 0.15 MILE TO HIGHEST POINT
 HX3004'AND STATION.
 HX3004'
 HX3004'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TAKE LEFT FORK
 HX3004'AND GO ABOUT 100
 HX3004'YARDS TO TOP OF HILL AND AZIMUTH MARK ON THE
 HX3004'LEFT NEAR MANY LARGE STONES.
 HX3004'
 HX3004'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX3004
 HX3004                          STATION RECOVERY (1976)
 HX3004
 HX3004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3004'THE STATION MARK,REFERENCE MARKS 1,2 AND THE AZIMUTH MARK WERE
 HX3004'RECOVERED AND FOUND TO BE IN GOOD CONDITION. HOWEVER A LONGER
 HX3004'DISTANCE OF 0.044 METER TO REFERENCE MARK 2 WAS NOTED. THE
 HX3004'ANGLE BETWEEN THE REFERENCE MARKS COMPARED WITH THE 1944 DATA.
 HX3004'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE STATION AT THIS
 HX3004'TIME DUE TO TREES ON LINE.
 HX3004'
 HX3004'A COMPLETE NEW DESCRIPTION FOLLOWS.
 HX3004'
 HX3004'THE STATION IS ABOUT 14 MILES EAST-NORTHEAST OF RIPLEY, 9 MILES
 HX3004'NORTHWEST OF SPENCER, 3-1/2 MILES SOUTHWEST OF REEDY AND ON
 HX3004'PROPERTY OWNED BY MR. SAMUEL SAUNDERS.
 HX3004'
 HX3004'TO REACH THE STATION FROM THE POST OFFICE IN RIPLEY, GO EAST ON
 HX3004'U.S. HIGHWAY 33 FOR 9.5 MILES TO A SIDE ROAD LEFT. CONTINUE EAST
 HX3004'ON U.S. HIGHWAY 33 FOR 0.7 MILE TO A SIDE ROAD ON THE LEFT. TURN
 HX3004'LEFT AND GO NORTH ON LITTLE CREEK ROAD FOR 3.5 MILES TO A FORK,
 HX3004'KEEP THE LEFT FORK AND GO 1.8 MILES TO A REVERSE FORK. KEEP
 HX3004'RIGHT AND GO 1.5 MILES TO A SIDE ROAD ON THE RIGHT. TURN RIGHT
 HX3004'AT SIGN (PLEASANT GROVE CHURCH) AND GO 0.45 MILE TO A FORK,
 HX3004'KEEP THE LEFT FORK, PASS THROUGH A GATE AND GO EAST FOR 0.1
 HX3004'MILE TO A DIM TRACK ROAD ON THE LEFT.  (TO REACH THE AZIMUTH
 HX3004'MARK FROM THIS POINT, TURN LEFT AND GO NORTH ON A DIM TRACK ROAD
 HX3004'FOR ABOUT 100 YARDS TO THE MARK ON THE LEFT.) CONTINUE EAST
 HX3004'FOR 0.1 MILE TO AN OLD HOUSE ON THE RIGHT. TURN SHARP RIGHT
 HX3004'AND GO WESTERLY FOR 0.1 MILE TO THE TOP OF A HILL AND THE
 HX3004'STATION AS DESCRIBED.
 HX3004'
 HX3004'THE STATION MARK IS A STANDARD DISK STAMPED---BEECH 1944---. THE
 HX3004'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 HX3004'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. THERE ARE NO
 HX3004'LOCAL OBJECTS TO MEASURE THE STATION FROM.
 HX3004'
 HX3004'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BEECH NO 1 1944---,
 HX3004'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 HX3004'FLUSH WITH THE GROUND SURFACE AND IS ABOUT 1 FOOT LOWER IN
 HX3004'ELEVATION THAN THE STATION MARK. THERE ARE NO LOCAL OBJECTS TO
 HX3004'MEASURE THE REFERENCE MARK FROM.
 HX3004'
 HX3004'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BEECH NO 2 1944---,
 HX3004'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 HX3004'THE GROUND SURFACE AND IS ABOUT 8 INCHES LOWER IN ELEVATION THAN
 HX3004'THE STATION MARK. THERE ARE NO LOCAL OBJECTS TO MEASURE THE
 HX3004'REFERENCE MARK FROM.
 HX3004'
 HX3004'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---BEECH 1944---, SET
 HX3004'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 HX3004'WITH THE GROUND SURFACE. IT IS 18 FEET NORTHWEST OF THE
 HX3004'APPROXIMATE CENTER OF A DIM TRACK ROAD. NOTE 16A.
 HX3004'
 HX3004'HEIGHT OF LIGHT ABOVE MARK WAS 1.6 METERS.
 HX3004'A KEY IS NEEDED FOR THE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1340 ***********************************************************************
 HX1340  DESIGNATION -  BEECH RESET
 HX1340  PID         -  HX1340
 HX1340  STATE/COUNTY-  WV/GREENBRIER
 HX1340  USGS QUAD   -  DUO (1995)
 HX1340
 HX1340                         *CURRENT SURVEY CONTROL
 HX1340  ___________________________________________________________________
 HX1340* NAD 83(1995)-  38 06 44.69376(N)    080 36 18.48634(W)     ADJUSTED  
 HX1340* NAVD 88     -      1262.579  (meters)    4142.31   (feet)  ADJUSTED  
 HX1340  ___________________________________________________________________
 HX1340  X           -     820,384.013 (meters)                     COMP
 HX1340  Y           -  -4,958,295.933 (meters)                     COMP
 HX1340  Z           -   3,916,029.320 (meters)                     COMP
 HX1340  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 HX1340  ELLIP HEIGHT-        1231.79  (meters)          (10/04/01) GPS OBS
 HX1340  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HX1340  DYNAMIC HT  -        1261.539 (meters)    4138.90  (feet)  COMP
 HX1340  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 HX1340
 HX1340  HORZ ORDER  -  FIRST
 HX1340  VERT ORDER  -  SECOND    CLASS 0
 HX1340  ELLP ORDER  -  FOURTH    CLASS II
 HX1340
 HX1340.The horizontal coordinates were established by classical geodetic methods
 HX1340.and adjusted by the National Geodetic Survey in April 1998..
 HX1340
 HX1340.The orthometric height was determined by differential leveling
 HX1340.and adjusted by the National Geodetic Survey in June 1991..
 HX1340
 HX1340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX1340
 HX1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1340
 HX1340.The ellipsoidal height was determined by GPS observations
 HX1340.and is referenced to NAD 83.
 HX1340
 HX1340.The geoid height was determined by GEOID03.
 HX1340
 HX1340.The dynamic height is computed by dividing the NAVD 88
 HX1340.geopotential number by the normal gravity value computed on the
 HX1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1340.degrees latitude (g = 980.6199 gals.).
 HX1340
 HX1340.The modeled gravity was interpolated from observed gravity values.
 HX1340
 HX1340;                    North         East     Units Scale Factor Converg.
 HX1340;SPC WV S     -   123,538.695   634,626.296   MT  0.99992647   +0 14 38.8
 HX1340;UTM  17      - 4,218,361.430   534,615.162   MT  0.99961476   +0 14 37.4
 HX1340
 HX1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1340!SPC WV S     -   0.99980675  x   0.99992647  =   0.99973324
 HX1340!UTM  17      -   0.99980675  x   0.99961476  =   0.99942159
 HX1340
 HX1340:                Primary Azimuth Mark                     Grid Az
 HX1340:SPC WV S     -  BEECH AZ MK                              061 02 02.2
 HX1340:UTM  17      -  BEECH AZ MK                              061 02 03.6
 HX1340
 HX1340|---------------------------------------------------------------------|
 HX1340| PID    Reference Object                     Distance      Geod. Az  |
 HX1340|                                                           dddmmss.s |
 HX1340| DC3785 BEECH AZ MK                                        0611641.0 |
 HX1340| HX1341 BEECH RM 6                           16.690 METERS 27849     |
 HX1340| HX1339 BEECH RM 7                           30.927 METERS 35323     |
 HX1340|---------------------------------------------------------------------|
 HX1340
 HX1340                          SUPERSEDED SURVEY CONTROL
 HX1340
 HX1340  ELLIP H (04/01/98) 1231.88   (m)                       GP(       ) 4 1
 HX1340  NAD 83(1986)-  38 06 44.70516(N)    080 36 18.50214(W) AD(       ) 1
 HX1340  NAD 27      -  38 06 44.28400(N)    080 36 19.19000(W) AD(       ) 1
 HX1340  NAVD 88 (05/03/94) 1262.58   (m)         4142.3    (f) LEVELING    3  
 HX1340  NGVD 29 (??/??/92) 1262.744  (m)         4142.85   (f) ADJ UNCH    2 0
 HX1340
 HX1340.Superseded values are not recommended for survey control.
 HX1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1340.See file dsdata.txt to determine how the superseded data were derived.
 HX1340
 HX1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC3461518361(NAD 83)
 HX1340_MARKER: DS = TRIANGULATION STATION DISK
 HX1340_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1340_SP_SET: UNSPECIFIED ROCK
 HX1340_STAMPING: BEECH 1880 1952
 HX1340_MARK LOGO: CGS   
 HX1340_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX1340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX1340+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 HX1340
 HX1340  HISTORY     - Date     Condition        Report By
 HX1340  HISTORY     - 1880     MONUMENTED       CGS
 HX1340  HISTORY     - 1952     GOOD             CGS
 HX1340  HISTORY     - 1961     SEE DESCRIPTION  CGS
 HX1340  HISTORY     - 1961     GOOD             NGS
 HX1340  HISTORY     - 1992     GOOD
 HX1340  HISTORY     - 19920101 GOOD             HARTMN
 HX1340  HISTORY     - 19921117 GOOD
 HX1340
 HX1340                          STATION DESCRIPTION
 HX1340
 HX1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (ATM)
 HX1340'ABOUT 11 MILES NORTHEAST OF SNOW HILL POST OFFICE AND 4 MILES NORTH
 HX1340'OF THE HOUSE OF
 HX1340'ALBERT G. WILLIAMS, ON THE HIGHEST POINT OF BEECH
 HX1340'KNOB.  THE STATION IS MARKED BY
 HX1340'A CROSS IN THE TOP OF A ROUGH
 HX1340'SANDSTONE POST 6 INCHES SQUARE AND 2 FEET LONG.
 HX1340'THERE ARE FOUR
 HX1340'REFERENCE MARKS, EACH CONSISTING OF A ROUGH SANDSTONE POST
 HX1340'MARKED WITH A
 HX1340'DRILL HOLE, AT THE FOLLOWING DISTANCES AND DIRECTIONS
 HX1340'FROM THE STATION- 2.10 METERS
 HX1340'NORTH, 2.08 METERS EAST,
 HX1340'2.13 METERS SOUTH, AND 2.16 METERS WEST.
 HX1340
 HX1340                          STATION RECOVERY (1952)
 HX1340
 HX1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 HX1340'THE STATION WAS RECOVERED AS DESCRIBED.  IT IS ABOUT 6 MILES
 HX1340'NORTHEAST OF
 HX1340'QUINWOOD, 5 MILES NORTHWEST OF ANJEAN AND 2 MILES NORTH OF THE DUO
 HX1340'POST OFFICE.  THE MARK
 HX1340'IS 60 FEET NORTH OF THE SOUTH EDGE OF AN OPEN MEADOW ON
 HX1340'THE SUMMIT OF BEECH KNOB.  IT IS A
 HX1340'STANDARD STATION MARK DISK SET FLUSH IN A
 HX1340'6 X 6 INCH SANDSTONE POST AND IS STAMPED BEECH 1880 1952.
 HX1340'
 HX1340'REFERENCE MARK NO. 6 IS A STANDARD DISK SET IN THE TOP OF A 4 INCH
 HX1340'IRON PIPE FILLED
 HX1340'WITH CONCRETE AND PROJECTING 6 INCHES. THE MARK IS STAMPED
 HX1340'BEECH 1880 1952 NO 6.
 HX1340'
 HX1340'REFERENCE MARK NO. 7 IS A STANDARD DISK SET IN THE TOP OF A 4 INCH
 HX1340'IRON PIPE FILLED
 HX1340'WITH CONCRETE AND PROJECTING 2 INCHES.  THE MARK IS STAMPED
 HX1340'BEECH 1880 1952 NO 7.
 HX1340'
 HX1340'THE AZIMUTH MARK, IS NEAR THE TOP OF A RIDGE RUNNING
 HX1340'PARALLEL TO AND
 HX1340'NORTHEAST OF THE STATION RIDGE.  IT IS NEAR THE NORTH EDGE OF A
 HX1340'20 X 20 FOOT OUTCROP.
 HX1340'THE MARK IS STAMPED BEECH 1952.
 HX1340'
 HX1340'TO REACH THE STATION FROM THE POST OFFICE IN ANJEAN, GO NORTH ON A
 HX1340'BLACK TOP ROAD FOR
 HX1340'4.1 MILES TO A FORK, KEEP LEFT FORK FOR 1.7 MILES TO A
 HX1340'FORK WITH A GRAVELED ROAD LEFT, GO
 HX1340'LEFT FOR 2.2 MILES TO THE TOP OF GRADE
 HX1340'AND A LARGE MAPLE TREE ON THE RIGHT WITH A 6 INCH
 HX1340'TRIANGLE BLAZE AND THE
 HX1340'END OF TRUCK TRAVEL.  THE STATION IS ON THE SUMMIT OF THE RIDGE TO
 HX1340'THE LEFT, THE AZIMUTH
 HX1340'MARK IS ON THE RIDGE TO THE RIGHT AND A LITTLE OF NORTH OF THE
 HX1340'MAPLE TREE AT THE END OF TRUCK
 HX1340'TRAVEL.  PACK LEFT TO THE SUMMIT OF THE
 HX1340'RIDGE TO THE LEFT, SOUTH, TO THE SOUTH END OF AN
 HX1340'OPEN MEADOW AND THE STATION
 HX1340'AS DESCRIBED.
 HX1340'
 HX1340'THE FOUR WITNESS POSTS HAVE BEEN DESTROYED.
 HX1340
 HX1340                          STATION RECOVERY (1961)
 HX1340
 HX1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX1340'STATION WAS RECOVERED AND ALL MARKS WERE LOCATED.
 HX1340'THE REFERENCE
 HX1340'MARKS WERE NOTED LOOSE IN THE GROUND AND HAVE NOW BEEN REINFORCED
 HX1340'WITH CONCRETE.  A DIFFERENCE WAS
 HX1340'NOTED IN THE MEASUREMENT TO BOTH
 HX1340'REFERENCE MARKS.  THE AZIMUTH MARK ANGLE WAS NOT OBSERVED.
 HX1340'
 HX1340'A ROAD HAS BEEN BULLDOZED UP THE NORTH SIDE OF THE STATION HILL AND A
 HX1340'TRUCK CAN BE
 HX1340'DRIVEN TO THE STATION IN DRY WEATHER.
 HX1340'
 HX1340'SOME NEW REFERENCE MEASUREMENTS TO THE STATION AND REFERENCE MARKS
 HX1340'FOLLOW.
 HX1340'
 HX1340'STATION MARK IS 122 FEET SOUTH OF A METAL WITNESS POST AND AN
 HX1340'EAST-WEST FENCELINE
 HX1340'AND 48 FEET WEST-NORTHWEST OF THE WEST EDGE OF A SMALL POND.
 HX1340'
 HX1340'REFERENCE MARK NUMBER 6 IS 121 FEET SOUTH OF THE WITNESS POST AND THE
 HX1340'FENCELINE.
 HX1340'
 HX1340'REFERENCE MARK NUMBER 7 IS 21 FEET SOUTH OF THE WITNESS POST AND THE
 HX1340'FENCELINE.
 HX1340'
 HX1340'OBSERVATIONS WERE MADE FROM A 4-FOOT WOOD STAND.
 HX1340
 HX1340                          STATION RECOVERY (1961)
 HX1340
 HX1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HX1340'3.7 MI N FROM DUO.
 HX1340'LOCATED APPROXIMATELY 11 MI (17.7 KM) NORTHEAST OF SNOW HILL POST
 HX1340'OFFICE ON THE HIGHEST POINT OF BEECH KNOB IN THE COUNTY OF GREENBRIER
 HX1340'IN THE STATE OF WEST VIRGINIA.
 HX1340'TO REACH - FROM THE INTERSECTION OF ROUTE 60 AND ROUTE 1 IN RUPERT,
 HX1340'WEST VIRGINIA, PROCEED NORTH ON ROUTE 1 FOR APPOXIMATELY 10.5 MI
 HX1340'(16.9 KM) TO AN INTERSECTION WHERE ROUTE 1 BEARS RIGHT.  GO STRAIGHT
 HX1340'ON ROUTE 1/1 FOR APPROXIMATELY 2 MI (3.2 KM) TO A TRAIL TO THE LEFT.
 HX1340'PROCEED UP TRAIL TO STATION.
 HX1340'THE STATION IS A STANDARD USCGS DISC IN A 6 IN SANDSTONE POST AND
 HX1340'STAMPED BEECH 1880, 1952.  THE STATION IS LOCATED 101.42 FT
 HX1340'(30.91 MT) SOUTH OF A STANDARD DISC STAMPED BEECH 1880, 1952 NO. 7
 HX1340'AND 54.70 FT (16.67 MT) EAST OF A STANDARD DISC STAMPED BEECH 1880,
 HX1340'1952 NO. 6.
 HX1340'.
 HX1340'ABOUT 1.35 MILES NORTH ALONG A BLACK TOP ROAD FROM A T ROAD
 HX1340'JUNCTION AT DUO, THENCE 2.05 MILES NORTH ALONG A GRADED ROAD
 HX1340'THENCE 0.3 MILE WEST UP TO THE TOP OF BEECH KNOB, ON THE HIGHEST
 HX1340'POINT OF BEECH KNOB, 24 FEET NORTHWEST OF THE NORTHWEST BANK OF
 HX1340'A SMALL STOCK POND AND SET IN THE TOP OF A CONCRETE POST 5 INCHES
 HX1340'UNDERGROUND.
 HX1340
 HX1340                          STATION RECOVERY (1992)
 HX1340
 HX1340'RECOVERED 1992
 HX1340'RECOVERED IN GOOD CONDITION.
 HX1340
 HX1340                          STATION RECOVERY (1992)
 HX1340
 HX1340'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1992 (MM)
 HX1340'THE STATION RM 6 AND RM 7 WERE RECOVERED AS DESCRIBED AND FOUND IN
 HX1340'GOOD CONDITION WITH THE EXCEPTION OF RM 7.  ALL THAT REMAINS OF RM 7
 HX1340'IS THE BASE OF THE DISC.  AZ MARK NOT LOOKED FOR AT THIS TIME.  THE
 HX1340'EAST-WEST FENCE AND METAL WITNESS POST MENTIONED IN THE 1961 RECOVERY
 HX1340'NOTE NO LONGER EXISTS (STATION GOOD FOR GPS OBSERVATION).
 HX1340
 HX1340                          STATION RECOVERY (1992)
 HX1340
 HX1340'RECOVERED 1992
 HX1340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1341 ***********************************************************************
 HX1341  DESIGNATION -  BEECH RM 6
 HX1341  PID         -  HX1341
 HX1341  STATE/COUNTY-  WV/GREENBRIER
 HX1341  USGS QUAD   -  DUO (1995)
 HX1341
 HX1341                         *CURRENT SURVEY CONTROL
 HX1341  ___________________________________________________________________
 HX1341* NAD 83(1986)-  38 06 44.     (N)    080 36 18.     (W)     SCALED    
 HX1341* NAVD 88     -      1262.461  (meters)    4141.92   (feet)  ADJUSTED  
 HX1341  ___________________________________________________________________
 HX1341  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HX1341  DYNAMIC HT  -        1261.421 (meters)    4138.51  (feet)  COMP
 HX1341  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 HX1341
 HX1341  VERT ORDER  -  SECOND    CLASS 0
 HX1341
 HX1341.The horizontal coordinates were scaled from a topographic map and have
 HX1341.an estimated accuracy of +/- 6 seconds.
 HX1341
 HX1341.The orthometric height was determined by differential leveling
 HX1341.and adjusted by the National Geodetic Survey in June 1991..
 HX1341
 HX1341.The geoid height was determined by GEOID03.
 HX1341
 HX1341.The dynamic height is computed by dividing the NAVD 88
 HX1341.geopotential number by the normal gravity value computed on the
 HX1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1341.degrees latitude (g = 980.6199 gals.).
 HX1341
 HX1341.The modeled gravity was interpolated from observed gravity values.
 HX1341
 HX1341;                    North         East    Units  Estimated Accuracy
 HX1341;SPC WV S     -   123,520.      634,640.      MT  (+/- 180 meters Scaled)
 HX1341
 HX1341                          SUPERSEDED SURVEY CONTROL
 HX1341
 HX1341  NGVD 29 (??/??/92) 1262.626  (m)         4142.47   (f) ADJ UNCH    2 0
 HX1341
 HX1341.Superseded values are not recommended for survey control.
 HX1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1341.See file dsdata.txt to determine how the superseded data were derived.
 HX1341
 HX1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC346183(NAD 83)
 HX1341_MARKER: DR = REFERENCE MARK DISK
 HX1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1341_STAMPING: BEECH NO 6 1880 1952
 HX1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1341+STABILITY: SURFACE MOTION
 HX1341
 HX1341  HISTORY     - Date     Condition        Report By
 HX1341  HISTORY     - 1952     MONUMENTED       CGS
 HX1341  HISTORY     - 1961     GOOD             NGS
 HX1341
 HX1341                          STATION DESCRIPTION
 HX1341
 HX1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1341'3.7 MI N FROM DUO.
 HX1341'ABOUT 1.35 MILES NORTH ALONG A BLACK TOP ROAD FROM A T ROAD
 HX1341'JUNCTION AT DUO, THENCE 2.05 MILES NORTH ALONG A GRADED ROAD,
 HX1341'THENCE 0.3 MILE WEST TO THE TOP OF BEECH KNOB, NEAR THE HIGHEST
 HX1341'POINT OF BEECH KNOB, 52 1/2 FEET WEST OF THE STATION, SET IN
 HX1341'THE TOP OF A 3 1/2 INCH METAL PIPE FILLED WITH CONCRETE WHICH
 HX1341'IS SET IN THE TOP OF A CONCRETE POST 10-INCHES SQUARE AND
 HX1341'PROJECTS 7 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1339 ***********************************************************************
 HX1339  DESIGNATION -  BEECH RM 7
 HX1339  PID         -  HX1339
 HX1339  STATE/COUNTY-  WV/GREENBRIER
 HX1339  USGS QUAD   -  DUO (1995)
 HX1339
 HX1339                         *CURRENT SURVEY CONTROL
 HX1339  ___________________________________________________________________
 HX1339* NAD 83(1986)-  38 06 44.     (N)    080 36 18.     (W)     SCALED    
 HX1339* NAVD 88     -      1262.577  (meters)    4142.30   (feet)  ADJUSTED  
 HX1339  ___________________________________________________________________
 HX1339  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HX1339  DYNAMIC HT  -        1261.538 (meters)    4138.90  (feet)  COMP
 HX1339  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 HX1339
 HX1339  VERT ORDER  -  SECOND    CLASS 0
 HX1339
 HX1339.The horizontal coordinates were scaled from a topographic map and have
 HX1339.an estimated accuracy of +/- 6 seconds.
 HX1339
 HX1339.The orthometric height was determined by differential leveling
 HX1339.and adjusted by the National Geodetic Survey in June 1991..
 HX1339
 HX1339.The geoid height was determined by GEOID03.
 HX1339
 HX1339.The dynamic height is computed by dividing the NAVD 88
 HX1339.geopotential number by the normal gravity value computed on the
 HX1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1339.degrees latitude (g = 980.6199 gals.).
 HX1339
 HX1339.The modeled gravity was interpolated from observed gravity values.
 HX1339
 HX1339;                    North         East    Units  Estimated Accuracy
 HX1339;SPC WV S     -   123,520.      634,640.      MT  (+/- 180 meters Scaled)
 HX1339
 HX1339                          SUPERSEDED SURVEY CONTROL
 HX1339
 HX1339  NGVD 29 (??/??/92) 1262.742  (m)         4142.85   (f) ADJ UNCH    2 0
 HX1339
 HX1339.Superseded values are not recommended for survey control.
 HX1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1339.See file dsdata.txt to determine how the superseded data were derived.
 HX1339
 HX1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC346183(NAD 83)
 HX1339_MARKER: DR = REFERENCE MARK DISK
 HX1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1339_STAMPING: BEECH NO 7 1880 1952
 HX1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1339+STABILITY: SURFACE MOTION
 HX1339
 HX1339  HISTORY     - Date     Condition        Report By
 HX1339  HISTORY     - 1952     MONUMENTED       CGS
 HX1339  HISTORY     - 1961     GOOD             NGS
 HX1339
 HX1339                          STATION DESCRIPTION
 HX1339
 HX1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1339'3.7 MI N FROM DUO.
 HX1339'ABOUT 1.35 MILES NORTH ALONG A BLACK TOP ROAD FROM A T ROAD
 HX1339'JUNCTION AT DUO, THENCE 2.05 MILES NORTH ALONG A GRADED ROAD,
 HX1339'THENCE 0.3 MILE WEST TO THE TOP OF BEECH KNOB, NEAR THE HIGHEST
 HX1339'POINT OF THE KNOB, 99 1/2 FEET NORTH OF THE STATION MARK, 18
 HX1339'FEET SOUTH OF AN EAST-WEST FENCE LINE, SET IN THE TOP OF A
 HX1339'3 1/2 INCH CONCRETE FILLED METAL PIPE THAT IS SET IN THE TOP
 HX1339'OF A CONCRETE POST 10-INCHES SQUARE AND PROJECTS 7 INCHES ABOVE
 HX1339'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1326 ***********************************************************************
 JW1326  DESIGNATION -  BELINGTON
 JW1326  PID         -  JW1326
 JW1326  STATE/COUNTY-  WV/BARBOUR
 JW1326  USGS QUAD   -  BELINGTON (1976)
 JW1326
 JW1326                         *CURRENT SURVEY CONTROL
 JW1326  ___________________________________________________________________
 JW1326* NAD 83(1995)-  39 01 45.21255(N)    079 52 36.65930(W)     ADJUSTED  
 JW1326* NAVD 88     -       936.8    (meters)    3073.     (feet)  VERTCON   
 JW1326  ___________________________________________________________________
 JW1326  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 JW1326  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JW1326
 JW1326  HORZ ORDER  -  SECOND
 JW1326
 JW1326.The horizontal coordinates were established by classical geodetic methods
 JW1326.and adjusted by the National Geodetic Survey in April 1998..
 JW1326
 JW1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1326
 JW1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1326
 JW1326.The geoid height was determined by GEOID03.
 JW1326
 JW1326;                    North         East     Units Scale Factor Converg.
 JW1326;SPC WV N     -    58,821.623   567,368.562   MT  0.99999460   -0 14 25.2
 JW1326;SPC WV S     -   225,822.756   697,255.384   MT  1.00003435   +0 41 39.6
 JW1326;UTM  17      - 4,320,619.871   597,216.826   MT  0.99971637   +0 42 26.4
 JW1326
 JW1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1326!SPC WV N     -   0.99985794  x   0.99999460  =   0.99985254
 JW1326!SPC WV S     -   0.99985794  x   1.00003435  =   0.99989228
 JW1326!UTM  17      -   0.99985794  x   0.99971637  =   0.99957435
 JW1326
 JW1326|---------------------------------------------------------------------|
 JW1326| PID    Reference Object                     Distance      Geod. Az  |
 JW1326|                                                           dddmmss.s |
 JW1326| CX3226 BELINGTON RM 1                        7.147 METERS 05936     |
 JW1326| HW3564 BICKLE KNOB LOOKOUT TOWER           APPROX.16.4 KM 1294925.3 |
 JW1326| CX3227 BELINGTON RM 2                       13.110 METERS 15043     |
 JW1326| HW3587 ELKINS PRESTON LUMBER TANK          APPROX.11.9 KM 1715006.4 |
 JW1326| HW3588 ELKINS PRESTON LUMBER RED STK       APPROX.12.0 KM 1715145.7 |
 JW1326| HW3592 ELKINS PRESTON LMBR WHITE STK       APPROX.12.4 KM 1723246.4 |
 JW1326| HW3598 AIRWAY BEACON 25                    APPROX.18.0 KM 1935851.7 |
 JW1326| JW1325 WEST VA FISH AND GAME COMM TWR      APPROX. 2.9 KM 1964134.3 |
 JW1326| HX2865 AIRWAY BEACON 23                    APPROX.43.0 KM 2293806.3 |
 JW1326| CX3225 BELINGTON AZ MK                                    2751928.4 |
 JW1326|---------------------------------------------------------------------|
 JW1326
 JW1326                          SUPERSEDED SURVEY CONTROL
 JW1326
 JW1326  NAD 83(1986)-  39 01 45.21900(N)    079 52 36.67222(W) AD(       ) 2
 JW1326  NAD 27      -  39 01 44.84580(N)    079 52 37.40880(W) AD(       ) 2
 JW1326  NGVD 29 (07/19/86)  937.0    (m)         3074.     (f) VERT ANG       
 JW1326
 JW1326.Superseded values are not recommended for survey control.
 JW1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1326.See file dsdata.txt to determine how the superseded data were derived.
 JW1326
 JW1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9721720620(NAD 83)
 JW1326_MARKER: DS = TRIANGULATION STATION DISK
 JW1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1326
 JW1326  HISTORY     - Date     Condition        Report By
 JW1326  HISTORY     - 1941     MONUMENTED       CGS
 JW1326  HISTORY     - 1956     GOOD             CGS
 JW1326
 JW1326                          STATION DESCRIPTION
 JW1326
 JW1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1326'STATION IS LOCATED ABOUT 4 MILES BY ROAD AND TRAIL E OF THE VILLAGE
 JW1326'OF BELINGTON, ON A
 JW1326'BLAD KNOB, AND ON LAND OWNED BY JULIA FINDLEY
 JW1326'WHO LIVES ABOUT 1 MILE E OF
 JW1326'BELINGTON.  THE LAND IS FARMED BY W.B.
 JW1326'DELAUDER WHO LIVES AT THE FOOT OF THE HILL AT
 JW1326'THE END OF TRUCK
 JW1326'TRAVEL.  IT IS ON THE W SLOPE OF THE HILL, 30 FEET W OF A ROCK
 JW1326'CAIRN 3 FEET
 JW1326'IN DIAMETER AND 8 FEET HIGH ON THE HIGHEST POINT OF
 JW1326'THE HILL.  IT IS STAMPED
 JW1326'BELINGTON 1941 AND PROJECTS 2 INCHES.
 JW1326'
 JW1326'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 JW1326'IN CONCRETE.
 JW1326'
 JW1326'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A DRILL HOLE IN
 JW1326'OUTCROPPING
 JW1326'BEDROCK, IS ON THE W SLOPE OF THE HILL, 24 FEET NW OF
 JW1326'THE ROCK CAIRN AT THE HIGHEST
 JW1326'POINT OF THE HILL.  IT IS STAMPED
 JW1326'BELINGTON NO. 1 1941 AND PROJECTS 6 INCHES.
 JW1326'
 JW1326'REFERENCE MARK NO. 2 IS A STANDARD DISK SET FLUSH IN THE FLAT
 JW1326'TOP OF A BOULDER 2
 JW1326'BY 3 FEET AND PROJECTING 6 INCHES.  IT IS ON
 JW1326'TOP OF THE HILL, 26 FEET S OF THE
 JW1326'ROCK CAIRN AND IS STAMPED BELINGTON NO. 2 1941.
 JW1326'
 JW1326'THE AZIMUTH MARK IS A STANDARD DISK SET FLUSH IN THE TOP AND
 JW1326'NEAR THE E END OF
 JW1326'A BOULDER 6 BY 3 FEET, PROJECTING 1 FOOT AND
 JW1326'SLOPING TO THE S.  IT IS IN THE
 JW1326'BARNYARD OF H.W. BIEVYS FARM, 45
 JW1326'FEET S OF THE CENTER OF THE ROAD, 34 FEET S OF A
 JW1326'FENCE LINE AND
 JW1326'IS STAMPED BELINGTON 1941.  TO REACH THE MARK FROM THE JUNCTION
 JW1326'OF HIGHWAYS 250
 JW1326'AND 92 IN BELINGTON, GO NORTHERLY ON HIGHWAY 92
 JW1326'FOR 0.3 MILE, THEN TURN RIGHT ON A
 JW1326'MACADAM ROAD FOR 0.3 MILE TO A
 JW1326'T-ROAD RIGHT, TURN RIGHT AND GO 0.7 MILE TO FORKS,
 JW1326'TAKE RIGHT FORK
 JW1326'AND GO 0.3 MILE TO A T-ROAD LEFT AT AN OLD CHURCH AND A
 JW1326'SCHOOLHOUSE, TURN LEFT
 JW1326'AND GO 0.3 MILE TO THE H.W. BIEVY FARM AND AZIMUTH MARK.
 JW1326'
 JW1326'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 250
 JW1326'AND STATE HIGHWAY
 JW1326'92 IN BELINGTON, GO NORTHERLY ON HIGHWAY 92 FOR
 JW1326'0.3 MILE, THEN TURN RIGHT ON A
 JW1326'MACADAM ROAD AND GO 0.3 MILE TO A
 JW1326'T-ROAD RIGHT, TURN RIGHT AND GO 0.7 MILE TO A
 JW1326'FORK, TAKE THE RIGHT
 JW1326'FORK AND GO 0.3 MILE TO A T-ROAD LEFT AT AN OLD CHURCH AND A
 JW1326'SCHOOLHOUSE, TURN LEFT
 JW1326'AND GO 1.0 MILE TO A POINT WHERE MAIN ROAD TURNS
 JW1326'LEFT, TURN SHARP RIGHT AND
 JW1326'GO 0.15 MILE TO A GATE ON THE RIGHT,
 JW1326'TURN RIGHT THROUGH THE GATE AND GO 0.4 MILE
 JW1326'TO DELAUDERS HOUSE
 JW1326'AND END OF TRUCK TRAVEL.  FROM HERE PROCEED ON FOOT
 JW1326'SOUTHEASTERLY
 JW1326'UP HILL, FOLLOWING A SLED TRAIL TO THE TOP OF THE HILL AND THE
 JW1326'STATION.
 JW1326
 JW1326                          STATION RECOVERY (1956)
 JW1326
 JW1326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1326'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN
 JW1326'GOOD CONDITION.  THE AZIMUTH
 JW1326'MARK WAS FOUND TO BE IN GOOD CONDITION BUT IS NO LONGER VISIBLE FROM
 JW1326'THE STATION BECAUSE OF TREES
 JW1326'GROWN IN THE WAY.  A COMPLETE DESCRIPTION FOLLOWS-
 JW1326'
 JW1326'THE STATION IS LOCATED NEAR THE TOP OF A TREE-COVERED HILL THAT IS
 JW1326'BARE ON TOP, AIRLINE ABOUT
 JW1326'3 MILES EAST OF BELINGTON, 7 MILES NORTH OF ELKINS, AND 12 MILES
 JW1326'SOUTHEAST OF PHILIPPI.
 JW1326'
 JW1326'TO REACH THE STATION FROM THE POST OFFICE IN BELINGTON GO WEST ABOUT
 JW1326'50 YARDS TO AN INTERSECTION.
 JW1326'TURN RIGHT ONTO U.S. HIGHWAY 250 AND GO NORTH 0.2 MILE TO A FORK.
 JW1326'TAKE THE RIGHT FORK AND GO NORTHEAST
 JW1326'ON STATE HIGHWAY 92 FOR 0.3 MILE TO A SIDE ROAD ON
 JW1326'THE RIGHT.  TURN RIGHT AND GO EAST AND NORTHEAST 0.3
 JW1326'MILE TO A SIDE ROAD ON THE RIGHT.
 JW1326'TURN RIGHT AND GO EAST 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 JW1326'GO SOUTH 0.3 MILE TO A SIDE ROAD ON
 JW1326'THE LEFT AND A SCHOOLHOUSE ON THE RIGHT.  TURN LEFT AND GO EAST 0.3
 JW1326'MILE TO A BARN ON THE LEFT AND THE
 JW1326'AZIMUTH MARK ON THE RIGHT.  KEEP STRAIGHT AHEAD AND GO
 JW1326'EAST 0.6 MILE TO A T-ROAD.  TURN RIGHT AND GO
 JW1326'SOUTHEAST 0.15 MILE TO A SIDE ROAD ON THE
 JW1326'RIGHT.  TURN RIGHT, PASS THROUGH A GATE, AND GO SOUTHWEST AND
 JW1326'SOUTHEAST 0.4 MILE TO THE FARMHOUSE
 JW1326'OF MR. VERNON PRICE.  USING A JEEP GO NORTHEAST ON A TRAIL 0.2 MILE
 JW1326'TO A WIRE GATE.  PASS THROUGH THE
 JW1326'GATE AND GO EAST AND SOUTHEAST ON A DIM TRAIL 0.9 MILE TO THE
 JW1326'TOP OF THE HILL AND THE STATION.
 JW1326'
 JW1326'THE STATION MARK IS A STANDARD DISK STAMPED BELINGTON 1941 SET IN THE
 JW1326'TOP OF A 2-INCH SQUARE
 JW1326'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 32 FEET
 JW1326'WEST OF A 4-FOOT CAIRN THAT SETS
 JW1326'ON THE HIGHEST POINT OF THE HILL WHICH IS ABOUT 5 FEET
 JW1326'HIGHER THAN THE STATION.
 JW1326'
 JW1326'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BELINGTON NO 1 1941
 JW1326'SET IN THE TOP OF A
 JW1326'12-INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND AND 1 FOOT HIGHER
 JW1326'THAN THE STATION.  (THIS MARK IS
 JW1326'NOT SET IN OUTCROPPING BEDROCK AS STATED IN THE ORIGINAL DESCRIPTION.)
 JW1326'
 JW1326'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BELINGTON NO 2
 JW1326'1941 CEMENTED IN A DRILL
 JW1326'HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 JW1326'IT IS 5 FEET HIGHER THAN THE STATION.
 JW1326'
 JW1326'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BELINGTON 1956 CEMENTED
 JW1326'IN A DRILL HOLE IN A
 JW1326'BOULDER THAT PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 34 FEET SOUTH
 JW1326'OF A FENCE LINE AND 53 FEET SOUTH OF
 JW1326'THE CENTERLINE OF THE ROAD.
 JW1326'
 JW1326'HEIGHT OF STAND- 1.26 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1524 ***********************************************************************
 JW1524  DESIGNATION -  BELL KNOB LOOKOUT TOWER
 JW1524  PID         -  JW1524
 JW1524  STATE/COUNTY-  WV/GRANT
 JW1524  USGS QUAD   -  HOPEVILLE (1981)
 JW1524
 JW1524                         *CURRENT SURVEY CONTROL
 JW1524  ___________________________________________________________________
 JW1524* NAD 83(1995)-  39 00 00.22716(N)    079 19 23.70788(W)     ADJUSTED  
 JW1524* NAVD 88     -                                                        
 JW1524  ___________________________________________________________________
 JW1524  LAPLACE CORR-         -10.60  (seconds)                    DEFLEC99
 JW1524  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JW1524
 JW1524  HORZ ORDER  -  THIRD
 JW1524
 JW1524.The horizontal coordinates were established by classical geodetic methods
 JW1524.and adjusted by the National Geodetic Survey in April 1998..
 JW1524
 JW1524
 JW1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1524
 JW1524.The geoid height was determined by GEOID03.
 JW1524
 JW1524;                    North         East     Units Scale Factor Converg.
 JW1524;SPC WV N     -    55,530.743   615,311.004   MT  0.99999999   +0 06 45.8
 JW1524;SPC WV S     -   223,309.744   745,246.497   MT  1.00002696   +1 02 11.6
 JW1524;UTM  17      - 4,318,120.838   645,196.762   MT  0.99985960   +1 03 19.4
 JW1524
 JW1524                          SUPERSEDED SURVEY CONTROL
 JW1524
 JW1524  NAD 83(1995)-  39 00 00.23591(N)    079 19 23.71703(W) AD(       ) 4
 JW1524  NAD 83(1986)-  39 00 00.23566(N)    079 19 23.71478(W) AD(       ) 4
 JW1524  NAD 27      -  38 59 59.83700(N)    079 19 24.55600(W) AD(       ) 3
 JW1524
 JW1524.Superseded values are not recommended for survey control.
 JW1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1524.See file dsdata.txt to determine how the superseded data were derived.
 JW1524
 JW1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD4519718121(NAD 83)
 JW1524_MARKER: 57 = LOOKOUT TOWER
 JW1524
 JW1524  HISTORY     - Date     Condition        Report By
 JW1524  HISTORY     - 1956     FIRST OBSERVED   CGS
 JW1524
 JW1524                          STATION DESCRIPTION
 JW1524
 JW1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1524'THE STATION IS LOCATED ABOUT 10-1/2 MILES AIRLINE WEST OF
 JW1524'PETERSBURG, AND 10
 JW1524'MILES AIRLINE SOUTHEAST OF DAVIS IN THE MONONGAHELA NATIONAL
 JW1524'FOREST.
 JW1524'
 JW1524'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH A 10 FOOT SQUARE
 JW1524'HOUSE MOUNTED ON TOP.  IT
 JW1524'IS ABOUT 70 FEET HIGH.  THE APEX OF THE ROOF WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2201 ***********************************************************************
 JX2201  DESIGNATION -  BELLEVILLE
 JX2201  PID         -  JX2201
 JX2201  STATE/COUNTY-  WV/WOOD
 JX2201  USGS QUAD   -  POND CREEK (1994)
 JX2201
 JX2201                         *CURRENT SURVEY CONTROL
 JX2201  ___________________________________________________________________
 JX2201* NAD 83(1995)-  39 07 08.46583(N)    081 44 19.77207(W)     ADJUSTED  
 JX2201* NAVD 88     -       201.4    (meters)     661.     (feet)  VERTCON   
 JX2201  ___________________________________________________________________
 JX2201  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 JX2201  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JX2201
 JX2201  HORZ ORDER  -  FIRST
 JX2201
 JX2201.The horizontal coordinates were established by classical geodetic methods
 JX2201.and adjusted by the National Geodetic Survey in April 1998..
 JX2201
 JX2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2201
 JX2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2201
 JX2201.The geoid height was determined by GEOID03.
 JX2201
 JX2201;                    North         East     Units Scale Factor Converg.
 JX2201;SPC WV N     -    71,133.914   406,407.908   MT  0.99997963   -1 25 40.3
 JX2201;SPC OH S     -   124,503.157   665,822.898   MT  0.99994657   +0 28 58.7
 JX2201;UTM  17      - 4,330,244.129   436,130.752   MT  0.99965023   -0 27 58.2
 JX2201
 JX2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2201!SPC WV N     -   0.99997377  x   0.99997963  =   0.99995340
 JX2201!SPC OH S     -   0.99997377  x   0.99994657  =   0.99992034
 JX2201!UTM  17      -   0.99997377  x   0.99965023  =   0.99962401
 JX2201
 JX2201|---------------------------------------------------------------------|
 JX2201| PID    Reference Object                     Distance      Geod. Az  |
 JX2201|                                                           dddmmss.s |
 JX2201| CC9746 BELLEVILLE RM 1                       4.926 METERS 01315     |
 JX2201| JX2200 J 85 A PT                           APPROX. 0.9 KM 0422702.5 |
 JX2201| JX1125 J 85                                APPROX. 0.9 KM 0431759.7 |
 JX2201| JX2202 BELLEVILLE RM 2 1975                  5.335 METERS 25918     |
 JX2201|---------------------------------------------------------------------|
 JX2201
 JX2201                          SUPERSEDED SURVEY CONTROL
 JX2201
 JX2201  NAD 83(1995)-  39 07 08.46923(N)    081 44 19.77776(W) AD(       ) 1
 JX2201  NAD 83(1986)-  39 07 08.46981(N)    081 44 19.77731(W) AD(       ) 1
 JX2201  NAD 27      -  39 07 08.19056(N)    081 44 20.30543(W) AD(       ) 1
 JX2201  NGVD 29 (07/19/86)  201.6    (m)          661.     (f) VERT ANG       
 JX2201
 JX2201.Superseded values are not recommended for survey control.
 JX2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2201.See file dsdata.txt to determine how the superseded data were derived.
 JX2201
 JX2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD3613130244(NAD 83)
 JX2201_MARKER: DD = SURVEY DISK
 JX2201_SETTING: 0 = UNSPECIFIED SETTING
 JX2201
 JX2201  HISTORY     - Date     Condition        Report By
 JX2201  HISTORY     - 1975     MONUMENTED       NGS
 JX2201
 JX2201                          STATION DESCRIPTION
 JX2201
 JX2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX2201'THE STATION IS ABOUT 13 MILES NORTH OF RAVENSWOOD, WEST
 JX2201'VIRGINIA, 7 MILES SOUTHEAST OF TUPPERS PLAINS, OHIO,
 JX2201'1/2 MILE SOUTHWEST OF BELLEVILLE, WEST VIRGINIA AND ATOP
 JX2201'THE MOST EASTERLY OF THE PIERS OF THE BELLEVILLE LOCKS AND
 JX2201'DAM.
 JX2201'
 JX2201'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2
 JX2201'AND 52 IN RAVENSWOOD, WEST VIRGINIA, GO NORTHERLY ON
 JX2201'HIGHWAY 2 FOR 12.05 MILES TO THE JACKSON-WOOD COUNTY LINE.
 JX2201'CONTINUE FOR 1.8 MILES TO A CROSSROADS AT POND CREEK ROAD TO
 JX2201'THE RIGHT.  (CONTINUE AHEAD FOR 0.6 MILE TO BENCH MARK J 85
 JX2201'ABOUT 130 FEET NORTHWEST OF A CROSSROADS).  TURN LEFT
 JX2201'AND GO WESTERLY ON GRAVELED ROAD FOR 0.3 MILE TO THE EAST END
 JX2201'OF THE BELLEVILLE LOCKS AND DAM.  PACK WESTERLY TO THE IRON
 JX2201'DOOR AT THE BASE OF THE PIER.  PASS THROUGH DOOR AND GO UP
 JX2201'STAIRS TO THE ROOF AND THE STATION (KEY IS REQUIRED FOR
 JX2201'THE DOOR).
 JX2201'
 JX2201'STATION MARK IS A STANDARD DISK STAMPED---BELLEVILLE 1975---,
 JX2201'CEMENTED IS A DRILL HOLE IN THE ROOF OF A CONCRETE PIER
 JX2201'AND IS FLUSH WITH THE ROOF.  IT IS 6.2 FEET WEST OF THE
 JX2201'EAST EDGE OF THE ROOF AND 3.8 FEET NORTH OF THE SOUTH EDGE
 JX2201'OF THE ROOF.
 JX2201'
 JX2201'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BELLEVILLE NO 1
 JX2201'1975---, CEMENTED IN A DRILL HOLE IN THE ROOF OF THE PIER. IT
 JX2201'IS 1.3 FEET WEST OF THE EAST EDGE OF THE ROOF.
 JX2201'
 JX2201'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BELLEVILLE NO 2
 JX2201'1975---, CEMENTED IN A DRILL HOLE IN THE ROOF OF THE PIER.  IT
 JX2201'IS 4.4 FEET EAST OF THE WEST EDGE OF THE ROOF AND 1.8 FEET
 JX2201'NORTH OF THE SOUTH EDGE OF THE ROOF.
 JX2201'
 JX2201'BENCH MARK J 85 IS A STANDARD DISK THAT HAS BEEN HIT AND
 JX2201'HALF OF THE DISK IS MISSING.  THERE IS NO STAMPING ON THE
 JX2201'HALF THAT REMAINS.  IT IS 114 FEET NORTH OF THE CENTER OF
 JX2201'A GRAVELED ROAD, 60 FEET NORTHEAST OF THE NORTHEAST CORNER
 JX2201'OF A BUILDING AND 10 FEET WEST OF THE WEST RAIL OF A
 JX2201'RAILROAD TRACKS, CEMENTED IN A DRILL HOLE IN THE NORTHEAST
 JX2201'CORNER OF AN OLD FOUNDATION.
 JX2201'
 JX2201'HEIGHT OF LIGHT ABOVE MARK WAS 1.5 METERS.
 JX2201'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO STAIR CASE ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2202 ***********************************************************************
 JX2202  DESIGNATION -  BELLEVILLE RM 2 1975
 JX2202  PID         -  JX2202
 JX2202  STATE/COUNTY-  WV/WOOD
 JX2202  USGS QUAD   -  POND CREEK (1994)
 JX2202
 JX2202                         *CURRENT SURVEY CONTROL
 JX2202  ___________________________________________________________________
 JX2202* NAD 83(1995)-  39 07 08.43370(N)    081 44 19.99030(W)     ADJUSTED  
 JX2202* NAVD 88     -       201.3    (meters)     660.     (feet)  VERTCON   
 JX2202  ___________________________________________________________________
 JX2202  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 JX2202  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JX2202
 JX2202  HORZ ORDER  -  SECOND
 JX2202
 JX2202.The horizontal coordinates were established by classical geodetic methods
 JX2202.and adjusted by the National Geodetic Survey in April 1998..
 JX2202
 JX2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2202
 JX2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2202
 JX2202.The geoid height was determined by GEOID03.
 JX2202
 JX2202;                    North         East     Units Scale Factor Converg.
 JX2202;SPC WV N     -    71,133.054   406,402.643   MT  0.99997963   -1 25 40.4
 JX2202;SPC OH S     -   124,502.122   665,817.664   MT  0.99994657   +0 28 58.6
 JX2202;UTM  17      - 4,330,243.181   436,125.503   MT  0.99965024   -0 27 58.3
 JX2202
 JX2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2202!SPC WV N     -   0.99997379  x   0.99997963  =   0.99995342
 JX2202!SPC OH S     -   0.99997379  x   0.99994657  =   0.99992036
 JX2202!UTM  17      -   0.99997379  x   0.99965024  =   0.99962404
 JX2202
 JX2202|---------------------------------------------------------------------|
 JX2202| PID    Reference Object                     Distance      Geod. Az  |
 JX2202|                                                           dddmmss.s |
 JX2202| JX2201 BELLEVILLE                            5.335 METERS 07918     |
 JX2202| JX2211 KING                                APPROX. 6.3 KM 1941612.1 |
 JX2202|---------------------------------------------------------------------|
 JX2202
 JX2202                          SUPERSEDED SURVEY CONTROL
 JX2202
 JX2202  NAD 83(1995)-  39 07 08.43711(N)    081 44 19.99599(W) AD(       ) 2
 JX2202  NAD 83(1986)-  39 07 08.43764(N)    081 44 19.99580(W) AD(       ) 2
 JX2202  NAD 27      -  39 07 08.15840(N)    081 44 20.52388(W) AD(       ) 2
 JX2202  NGVD 29 (07/19/86)  201.5    (m)          661.     (f) VERT ANG       
 JX2202
 JX2202.Superseded values are not recommended for survey control.
 JX2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2202.See file dsdata.txt to determine how the superseded data were derived.
 JX2202
 JX2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD3612630243(NAD 83)
 JX2202_MARKER: DD = SURVEY DISK
 JX2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2202+STABILITY: SURFACE MOTION
 JX2202
 JX2202  HISTORY     - Date     Condition        Report By
 JX2202  HISTORY     - 1975     MONUMENTED       NGS
 JX2202
 JX2202                          STATION DESCRIPTION
 JX2202
 JX2202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX2202'THIS MARK WAS USED AS AN A POINT TO VERIFY
 JX2202'POSITION OF BELLEVILLE 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3449 ***********************************************************************
 HW3449  DESIGNATION -  BENCH MK H 61 1956 RESET 1972
 HW3449  PID         -  HW3449
 HW3449  STATE/COUNTY-  WV/PENDLETON
 HW3449  USGS QUAD   -  BRANDYWINE (1979)
 HW3449
 HW3449                         *CURRENT SURVEY CONTROL
 HW3449  ___________________________________________________________________
 HW3449* NAD 83(1995)-  38 37 19.22204(N)    079 14 10.48684(W)     ADJUSTED  
 HW3449* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 HW3449  ___________________________________________________________________
 HW3449  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 HW3449  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HW3449
 HW3449  HORZ ORDER  -  THIRD
 HW3449
 HW3449.The horizontal coordinates were established by classical geodetic methods
 HW3449.and adjusted by the National Geodetic Survey in April 1998..
 HW3449.No horizontal observational check was made to the station.
 HW3449
 HW3449.The orthometric height was scaled from a topographic map.
 HW3449
 HW3449.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3449
 HW3449.The geoid height was determined by GEOID03.
 HW3449
 HW3449;                    North         East     Units Scale Factor Converg.
 HW3449;SPC WV S     -   181,488.952   753,581.010   MT  0.99995477   +1 05 25.2
 HW3449;SPC VA N     - 2,106,298.353 3,435,887.675   MT  0.99994839   -0 27 34.2
 HW3449;SPC VA N     - 6,910,413.85 11,272,574.81   sFT  0.99994839   -0 27 34.2
 HW3449;UTM  17      - 4,276,306.913   653,541.201   MT  0.99989032   +1 06 04.0
 HW3449
 HW3449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3449!SPC WV S     -   0.99992728  x   0.99995477  =   0.99988206
 HW3449!SPC VA N     -   0.99992728  x   0.99994839  =   0.99987568
 HW3449!UTM  17      -   0.99992728  x   0.99989032  =   0.99981761
 HW3449
 HW3449                          SUPERSEDED SURVEY CONTROL
 HW3449
 HW3449  NAD 83(1995)-  38 37 19.22314(N)    079 14 10.48804(W) AD(       ) 3
 HW3449  NAD 83(1986)-  38 37 19.22422(N)    079 14 10.49240(W) AD(       ) 3
 HW3449  NAD 27      -  38 37 18.80279(N)    079 14 11.35680(W) AD(       ) 3
 HW3449
 HW3449.Superseded values are not recommended for survey control.
 HW3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3449.See file dsdata.txt to determine how the superseded data were derived.
 HW3449
 HW3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC5354176307(NAD 83)
 HW3449_MARKER: DB = BENCH MARK DISK
 HW3449_SETTING: 0 = UNSPECIFIED SETTING
 HW3449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3449
 HW3449  HISTORY     - Date     Condition        Report By
 HW3449  HISTORY     - 1972     MONUMENTED       CGS
 HW3449
 HW3449                          STATION DESCRIPTION
 HW3449
 HW3449'DESCRIBED BY COAST AND GEODETIC SURVEY 1972 (LFS)
 HW3449'STATION MARK IS, C AND GS BM H 61 RESET 1972.  IT IS A BENCH
 HW3449'MARK DISK SET IN A
 HW3449'DRILL HOLE IN THE TOP AND NEAR THE SOUTHEAST CORNER OF A
 HW3449'CONCRETE BOX CULVERT UNDER U.S.
 HW3449'HIGHWAY 33.  IT IS 24 FEET SOUTHWEST OF
 HW3449'THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET
 HW3449'NORTHWEST OF A JOG IN CULVERT
 HW3449'AND WHERE THE WINGWALL STARTS SLOPE TO THE SOUTHEAST.  THE
 HW3449'DISK IS STAMPED, H 61 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2106 ***********************************************************************
 JX2106  DESIGNATION -  BENS RUN UNION CARBIDE CORP TK
 JX2106  PID         -  JX2106
 JX2106  STATE/COUNTY-  WV/TYLER
 JX2106  USGS QUAD   -  BENS RUN (1994)
 JX2106
 JX2106                         *CURRENT SURVEY CONTROL
 JX2106  ___________________________________________________________________
 JX2106* NAD 83(1995)-  39 29 02.98257(N)    081 05 34.65345(W)     ADJUSTED  
 JX2106* NAVD 88     -                                                        
 JX2106  ___________________________________________________________________
 JX2106  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 JX2106  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JX2106
 JX2106  HORZ ORDER  -  THIRD
 JX2106
 JX2106.The horizontal coordinates were established by classical geodetic methods
 JX2106.and adjusted by the National Geodetic Survey in April 1998..
 JX2106
 JX2106
 JX2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2106
 JX2106.The geoid height was determined by GEOID03.
 JX2106
 JX2106;                    North         East     Units Scale Factor Converg.
 JX2106;SPC WV N     -   110,473.477   462,967.918   MT  0.99994379   -1 00 57.4
 JX2106;SPC OH S     -   165,704.977   721,039.371   MT  0.99993742   +0 53 34.1
 JX2106;UTM  17      - 4,370,510.903   492,005.637   MT  0.99960079   -0 03 32.8
 JX2106
 JX2106                          SUPERSEDED SURVEY CONTROL
 JX2106
 JX2106  NAD 83(1986)-  39 29 02.98798(N)    081 05 34.66247(W) AD(       ) 4
 JX2106  NAD 27      -  39 29 02.71600(N)    081 05 35.25500(W) AD(       ) 3
 JX2106
 JX2106.Superseded values are not recommended for survey control.
 JX2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2106.See file dsdata.txt to determine how the superseded data were derived.
 JX2106
 JX2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9200670511(NAD 83)
 JX2106_MARKER: 51 = TANK
 JX2106
 JX2106  HISTORY     - Date     Condition        Report By
 JX2106  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2106
 JX2106                          STATION DESCRIPTION
 JX2106
 JX2106'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3339 ***********************************************************************
 GX3339  DESIGNATION -  BENT 1934 RM 2
 GX3339  PID         -  GX3339
 GX3339  STATE/COUNTY-  WV/MERCER
 GX3339  USGS QUAD   -  LERONA (1976)
 GX3339
 GX3339                         *CURRENT SURVEY CONTROL
 GX3339  ___________________________________________________________________
 GX3339* NAD 83(1995)-  37 26 54.49055(N)    080 59 29.59948(W)     ADJUSTED  
 GX3339* NAVD 88     -       938.     (meters)    3077.     (feet)  SCALED    
 GX3339  ___________________________________________________________________
 GX3339  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 GX3339  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX3339
 GX3339  HORZ ORDER  -  SECOND
 GX3339
 GX3339.The horizontal coordinates were established by classical geodetic methods
 GX3339.and adjusted by the National Geodetic Survey in April 1998..
 GX3339
 GX3339.The orthometric height was scaled from a topographic map.
 GX3339
 GX3339.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3339
 GX3339.The geoid height was determined by GEOID03.
 GX3339
 GX3339;                    North         East     Units Scale Factor Converg.
 GX3339;SPC WV S     -    49,775.376   600,747.235   MT  1.00000756   +0 00 18.8
 GX3339;SPC VA S     - 1,126,661.399 3,279,569.205   MT  0.99994640   -1 30 43.9
 GX3339;SPC VA S     - 3,696,388.27 10,759,719.97   sFT  0.99994640   -1 30 43.9
 GX3339;UTM  17      - 4,144,624.481   500,746.930   MT  0.99960001   +0 00 18.5
 GX3339
 GX3339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3339!SPC WV S     -   0.99985772  x   1.00000756  =   0.99986528
 GX3339!SPC VA S     -   0.99985772  x   0.99994640  =   0.99980413
 GX3339!UTM  17      -   0.99985772  x   0.99960001  =   0.99945779
 GX3339
 GX3339                          SUPERSEDED SURVEY CONTROL
 GX3339
 GX3339  NAD 83(1995)-  37 26 54.49156(N)    080 59 29.60216(W) AD(       ) 2
 GX3339  NAD 83(1995)-  37 26 54.49434(N)    080 59 29.60098(W) AD(       ) 2
 GX3339  NAD 83(1986)-  37 26 54.49513(N)    080 59 29.60311(W) AD(       ) 2
 GX3339  NAD 27      -  37 26 54.06430(N)    080 59 30.28810(W) AD(       ) 2
 GX3339
 GX3339.Superseded values are not recommended for survey control.
 GX3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3339.See file dsdata.txt to determine how the superseded data were derived.
 GX3339
 GX3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB0074744624(NAD 83)
 GX3339_MARKER: DR = REFERENCE MARK DISK
 GX3339_SETTING: 80 = SET IN A BOULDER
 GX3339_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GX3339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3339+STABILITY: SURFACE MOTION
 GX3339
 GX3339  HISTORY     - Date     Condition        Report By
 GX3339  HISTORY     - 1934     MONUMENTED       CGS
 GX3339
 GX3339                          STATION DESCRIPTION
 GX3339
 GX3339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GX3339'STATION IS LOCATED ON THE SUMMIT OF BENT MOUNTAIN, IN PASTURE LAND
 GX3339'WHICH IS THE PROPERTY OF MR. EARL UMBERGER, OF ATHENS, ABOUT 2
 GX3339'1/4 MILES NE OF ATHENS, AND 8 MILES NE OF PRINCETON.  IT IS A LITTLE
 GX3339'S OF THE HIGHEST PART OF SUMMIT.
 GX3339'
 GX3339'TO REACH FROM THE MICK AND MACK STORE IN ATHENS, TAKE STATE HIGHWAY
 GX3339'44 N (ARROW HINTON 24-1/2 MILES) FOR 2.65 MILES, AND TURN SHARP
 GX3339'RIGHT ON COUNTY ROAD, WHERE MAIN ROAD TURNS SHARP LEFT.  FOLLOW 0.75
 GX3339'MILE AND TURN LEFT THROUGH GATE INTO PASTURE- FOLLOW FARM ROAD ABOUT
 GX3339'150 YARDS TO A WIDE TRAIL, WHICH IS THE END OF TRUCK TRAVEL.  TAKE
 GX3339'TRAIL AROUND LEFT SIDE OF MOUNTAIN AND TAKE RIGHT FORK SHORTLY
 GX3339'AFTER AND FOLLOW THIS ABOUT 1/3 MILE TO BALD SUMMIT AND STATION.
 GX3339'
 GX3339'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILLED HOLE IN A 2
 GX3339'BY 3 FOOT BOULDER WHICH PROJECTS 8-INCHES ON THE DOWN HILL SIDE.
 GX3339'IT IS ABOUT 4 FEET LOWER THAN THE STATION AND THE DISK IS STAMPED
 GX3339'BENT NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3342 ***********************************************************************
 GX3342  DESIGNATION -  BENT RESET
 GX3342  PID         -  GX3342
 GX3342  STATE/COUNTY-  WV/MERCER
 GX3342  USGS QUAD   -  LERONA (1976)
 GX3342
 GX3342                         *CURRENT SURVEY CONTROL
 GX3342  ___________________________________________________________________
 GX3342* NAD 83(1995)-  37 26 54.85233(N)    080 59 30.03515(W)     ADJUSTED  
 GX3342* NAVD 88     -       938.6    (meters)    3079.     (feet)  VERTCON   
 GX3342  ___________________________________________________________________
 GX3342  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 GX3342  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX3342
 GX3342  HORZ ORDER  -  SECOND
 GX3342
 GX3342.The horizontal coordinates were established by classical geodetic methods
 GX3342.and adjusted by the National Geodetic Survey in April 1998..
 GX3342
 GX3342.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3342
 GX3342.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3342
 GX3342.The geoid height was determined by GEOID03.
 GX3342
 GX3342;                    North         East     Units Scale Factor Converg.
 GX3342;SPC WV S     -    49,786.529   600,736.525   MT  1.00000754   +0 00 18.5
 GX3342;SPC VA S     - 1,126,672.831 3,279,558.795   MT  0.99994640   -1 30 44.1
 GX3342;SPC VA S     - 3,696,425.78 10,759,685.81   sFT  0.99994640   -1 30 44.1
 GX3342;UTM  17      - 4,144,635.629   500,736.225   MT  0.99960001   +0 00 18.2
 GX3342
 GX3342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3342!SPC WV S     -   0.99985761  x   1.00000754  =   0.99986515
 GX3342!SPC VA S     -   0.99985761  x   0.99994640  =   0.99980402
 GX3342!UTM  17      -   0.99985761  x   0.99960001  =   0.99945768
 GX3342
 GX3342|---------------------------------------------------------------------|
 GX3342| PID    Reference Object                     Distance      Geod. Az  |
 GX3342|                                                           dddmmss.s |
 GX3342| DC3792 BENT RM 1                            12.440 METERS 01652     |
 GX3342| GX3341 BENT USGS 1934                        6.210 METERS 02834     |
 GX3342| GX3339 BENT 1934 RM 2                       15.462 METERS 13610     |
 GX3342| GX3377 ATHENS 2                            APPROX. 3.1 KM 2063836.1 |
 GX3342| GX3375 ATHENS CONCORD COLLEGE TANK         APPROX. 3.1 KM 2082212.8 |
 GX3342|---------------------------------------------------------------------|
 GX3342
 GX3342                          SUPERSEDED SURVEY CONTROL
 GX3342
 GX3342  NAD 83(1995)-  37 26 54.85335(N)    080 59 30.03784(W) AD(       ) 2
 GX3342  NAD 83(1995)-  37 26 54.85612(N)    080 59 30.03666(W) AD(       ) 2
 GX3342  NAD 83(1986)-  37 26 54.85691(N)    080 59 30.03878(W) AD(       ) 2
 GX3342  NAD 27      -  37 26 54.42698(N)    080 59 30.72538(W) AD(       ) 2
 GX3342  NGVD 29 (07/19/86)  938.7    (m)         3080.     (f) VERT ANG       
 GX3342
 GX3342.Superseded values are not recommended for survey control.
 GX3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3342.See file dsdata.txt to determine how the superseded data were derived.
 GX3342
 GX3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB0073644636(NAD 83)
 GX3342_MARKER: DG = GRAVITY STATION DISK
 GX3342_SETTING: 80 = SET IN A BOULDER
 GX3342_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GX3342
 GX3342  HISTORY     - Date     Condition        Report By
 GX3342  HISTORY     - 1952     MONUMENTED       CGS
 GX3342  HISTORY     - 1961     GOOD             CGS
 GX3342  HISTORY     - 1964     GOOD             CGS
 GX3342  HISTORY     - 1973     GOOD             LOCSUR
 GX3342
 GX3342                          STATION DESCRIPTION
 GX3342
 GX3342'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3342'THE UNDERGROUND STATION MARK, R.M. NO. 2 AND THE AZIMUTH MARK WERE
 GX3342'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  R.M. NO. 1 WAS
 GX3342'RECOVERED BUT A DISCREPANCY IN BOTH THE DISTANCE AND DIRECTION WAS
 GX3342'FOUND.
 GX3342'
 GX3342'A NEW SURFACE STATION MARK WAS ESTABLISHED 1 FOOT BELOW THE SURFACE.
 GX3342'IT IS STAMPED BENT 1934 1952.
 GX3342'
 GX3342'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE ABOVE LISTED ADDITIONS.
 GX3342'
 GX3342'THE STATION IS ON THE PROPERTY OF MR. F. SUMNER.
 GX3342
 GX3342                          STATION RECOVERY (1961)
 GX3342
 GX3342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 GX3342'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 GX3342'RECOVERED AS DESCRIBED IN 1952.  REFERENCE MARK NO. 1 AND BENT
 GX3342'(USGS) WERE NOT FOUND.  A LOGGING ROAD HAS BEEN BUILT TO THE TOP OF
 GX3342'THE RIDGE AND ENTRANCE TO A HAYFIELD WHICH IS THE TOP OF THE HILL
 GX3342'AND THE STATION SITE.
 GX3342'
 GX3342'THE AZIMUTH MARK, SET IN A LARGE BOULDER, WAS FOUND UNDISTURBED.  IT
 GX3342'IS 29 PACES SE OF A POLE GATE IN A FENCE WHICH CROSSES THE RIDGE
 GX3342'AND 5 FEET SE OF A LARGE OAK TREE.
 GX3342'
 GX3342'REFERENCE MARK NO. 2 WAS USED AS THE INITIAL POINTING FOR THE
 GX3342'OBSERVATIONS AT ATHENS 2 1961.
 GX3342
 GX3342                          STATION RECOVERY (1964)
 GX3342
 GX3342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GX3342'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 GX3342'FOUND IN GOOD CONDITION AS DESCRIBED IN 1952.  REFERENCE
 GX3342'MARK NO. 1 WAS NOT RECOVERED.  A SMALL DISCREPANCY WAS FOUND IN THE
 GX3342'MEASUREMENTS TO REFERENCE MARK NO. 2.  A NEW AND COMPLETE
 GX3342'DESCRIPTION FOLLOWS.
 GX3342'
 GX3342'THE STATION IS LOCATED ON THE SUMMIT OF BENT MOUNTAIN, ABOUT 2 MILES
 GX3342'NORTHEAST OF ATHENS, IN PASTURE LAND WHICH IS THE PROPERTY OF MR.
 GX3342'JESS MATHENA WHOSE HOME IS ALONG THE ROAD BETWEEN STATE HIGHWAY 20
 GX3342'AND THE STATION.
 GX3342'
 GX3342'TO REACH THE STATION FROM THE BANK OF ATHENS AT THE INTERSECTION OF
 GX3342'STATE HIGHWAY 20 AND VERMILLION STREET IN ATHENS, GO NORTH ON
 GX3342'STATE HIGHWAY 20 FOR 2 MILES TO A SIDE ROAD RIGHT AND A SIGN PETRRY -
 GX3342'ELGOOD.  TURN RIGHT ON THE SIDE ROAD AND GO 0.1 MILE TO A T
 GX3342'INTERSECTION, TURN RIGHT AND CONTINUE FOR 0.9 MILE TO A FARM ROAD ON
 GX3342'THE LEFT JUST BEFORE REACHING A SMALL WHITE HOUSE ON THE LEFT
 GX3342'AND ACROSS THE ROAD FROM A POLE GATE.  TURN LEFT ON THE FARM ROAD AND
 GX3342'GO 0.1 MILE TO A BOARD GATE AND AN OLD BARN, GO THROUGH THE GATE
 GX3342'PASSING TO THE LEFT OF THE BARN AND CONTINUE ON THE TRACK ROAD FOR
 GX3342'ABOUT 0.05 MILE TO ANOTHER GATE, GO THROUGH THE GATE AND FOLLOW THE
 GX3342'TRACK ROAD UP HILL FOR 0.6 MILE TO AN OPENING IN A FENCE, PASS THROUGH
 GX3342'THE FENCE AND GO SOUTHEAST ACROSS THE PASTURE FOR ABOUT 0.1 MILE TO
 GX3342'THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 GX3342'
 GX3342'THE STATION MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT
 GX3342'16-INCHES BELOW THE GROUND SURFACE. IT IS A LITTLE SOUTH OF THE
 GX3342'SUMMIT OF THE HILL AND 2.0 FEET NORTHWEST OF A METAL WITNESS POST AND
 GX3342'SIGN WHICH IS SET ON LINE TO REFERENCE MARK NO. 2, AND IS STAMPED
 GX3342'BENT 1934 1952.
 GX3342'
 GX3342'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILLED HOLE IN A 2
 GX3342'BY 3 FOOT BOULDER WHICH PROJECTS 8-INCHES ON THE DOWN HILL SIDE.
 GX3342'IT IS ABOUT 4 FEET LOWER THAN THE STATION AND THE DISK IS STAMPED
 GX3342'BENT NO 2 1934.
 GX3342'
 GX3342'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILLED HOLE IN A 2 BY 2
 GX3342'FOOT BOULDER WHICH PROJECTS 3-INCHES.  IT IS IN THE HEAVY WOODED
 GX3342'AREA EAST OF THE STATION, 35 PACES SOUTHEAST OF A WOVEN WIRE FENCE
 GX3342'AND 6 FEET SOUTHEAST OF A LARGE CHESTNUT TREE.
 GX3342'
 GX3342'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST DOWN ACROSS THE
 GX3342'PASTURE AND THROUGH SCATTERED BRUSH TO THE WOVEN WIRE FENCE AND
 GX3342'THE AZIMUTH MARK AS DESCRIBED.
 GX3342
 GX3342                          STATION RECOVERY (1973)
 GX3342
 GX3342'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (EW)
 GX3342'BENT 1934,1952 RECOVERED IN GOOD CONDITION.
 GX3342'
 GX3342'BENT NO.2 1934 RECOVERED IN GOOD CONDITON.
 GX3342'
 GX3342'AZIMUTH MARK NOT SEARCHED FOR BUT SHOULD BE IN DESCRIPTION OF 1964 IS
 GX3342'GOOD.
 GX3342'
 GX3342'DISTANCE AND DIRECTION FROM NEAREST TOWN--21/4 MILES NE. OF ATHENS
 GX3342'WVA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3341 ***********************************************************************
 GX3341  DESIGNATION -  BENT USGS 1934
 GX3341  PID         -  GX3341
 GX3341  STATE/COUNTY-  WV/MERCER
 GX3341  USGS QUAD   -  LERONA (1976)
 GX3341
 GX3341                         *CURRENT SURVEY CONTROL
 GX3341  ___________________________________________________________________
 GX3341* NAD 83(1995)-  37 26 55.02923(N)    080 59 29.91431(W)     ADJUSTED  
 GX3341* NAVD 88     -       938.     (meters)    3077.     (feet)  SCALED    
 GX3341  ___________________________________________________________________
 GX3341  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 GX3341  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX3341
 GX3341  HORZ ORDER  -  SECOND
 GX3341
 GX3341.The horizontal coordinates were established by classical geodetic methods
 GX3341.and adjusted by the National Geodetic Survey in April 1998..
 GX3341
 GX3341.The orthometric height was scaled from a topographic map.
 GX3341
 GX3341.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3341
 GX3341.The geoid height was determined by GEOID03.
 GX3341
 GX3341;                    North         East     Units Scale Factor Converg.
 GX3341;SPC WV S     -    49,791.983   600,739.495   MT  1.00000753   +0 00 18.6
 GX3341;UTM  17      - 4,144,641.081   500,739.194   MT  0.99960001   +0 00 18.3
 GX3341
 GX3341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3341!SPC WV S     -   0.99985772  x   1.00000753  =   0.99986525
 GX3341!UTM  17      -   0.99985772  x   0.99960001  =   0.99945779
 GX3341
 GX3341                          SUPERSEDED SURVEY CONTROL
 GX3341
 GX3341  NAD 83(1995)-  37 26 55.03025(N)    080 59 29.91700(W) AD(       ) 2
 GX3341  NAD 83(1995)-  37 26 55.03302(N)    080 59 29.91582(W) AD(       ) 2
 GX3341  NAD 83(1986)-  37 26 55.03381(N)    080 59 29.91795(W) AD(       ) 2
 GX3341  NAD 27      -  37 26 54.60387(N)    080 59 30.60455(W) AD(       ) 2
 GX3341
 GX3341.Superseded values are not recommended for survey control.
 GX3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3341.See file dsdata.txt to determine how the superseded data were derived.
 GX3341
 GX3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB0073944641(NAD 83)
 GX3341_MARKER: DD = SURVEY DISK
 GX3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3341_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GX3341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3341+STABILITY: SURFACE MOTION
 GX3341
 GX3341  HISTORY     - Date     Condition        Report By
 GX3341  HISTORY     - 1934     MONUMENTED       USGS
 GX3341
 GX3341                          STATION DESCRIPTION
 GX3341
 GX3341'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GX3341'STATION IS LOCATED ON THE SUMMIT OF BENT MOUNTAIN, IN PASTURE LAND
 GX3341'WHICH IS THE PROPERTY OF MR. EARL UMBERGER, OF ATHENS, ABOUT 2
 GX3341'1/4 MILES NE OF ATHENS, AND 8 MILES NE OF PRINCETON.  IT IS A LITTLE
 GX3341'S OF THE HIGHEST PART OF SUMMIT.
 GX3341'
 GX3341'TO REACH FROM THE MICK AND MACK STORE IN ATHENS, TAKE STATE HIGHWAY
 GX3341'44 N (ARROW HINTON 24-1/2 MILES) FOR 2.65 MILES, AND TURN SHARP
 GX3341'RIGHT ON COUNTY ROAD, WHERE MAIN ROAD TURNS SHARP LEFT.  FOLLOW 0.75
 GX3341'MILE AND TURN LEFT THROUGH GATE INTO PASTURE- FOLLOW FARM ROAD ABOUT
 GX3341'150 YARDS TO A WIDE TRAIL, WHICH IS THE END OF TRUCK TRAVEL.  TAKE
 GX3341'TRAIL AROUND LEFT SIDE OF MOUNTAIN AND TAKE RIGHT FORK SHORTLY
 GX3341'AFTER AND FOLLOW THIS ABOUT 1/3 MILE TO BALD SUMMIT AND STATION.
 GX3341'
 GX3341'BENT (USGS) IS SET IN AN 8-INCH SQUARE POST THAT PROJECTS
 GX3341'ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2896 ***********************************************************************
 HX2896  DESIGNATION -  BERGOO
 HX2896  PID         -  HX2896
 HX2896  STATE/COUNTY-  WV/WEBSTER
 HX2896  USGS QUAD   -  BERGOO (1995)
 HX2896
 HX2896                         *CURRENT SURVEY CONTROL
 HX2896  ___________________________________________________________________
 HX2896* NAD 83(1995)-  38 28 45.98030(N)    080 15 10.77982(W)     ADJUSTED  
 HX2896* NAVD 88     -      1104.3    (meters)    3623.     (feet)  VERTCON   
 HX2896  ___________________________________________________________________
 HX2896  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 HX2896  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HX2896
 HX2896  HORZ ORDER  -  THIRD
 HX2896
 HX2896.The horizontal coordinates were established by classical geodetic methods
 HX2896.and adjusted by the National Geodetic Survey in April 1998..
 HX2896
 HX2896.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2896
 HX2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2896
 HX2896.The geoid height was determined by GEOID03.
 HX2896
 HX2896;                    North         East     Units Scale Factor Converg.
 HX2896;SPC WV S     -   164,465.147   665,177.197   MT  0.99993889   +0 27 42.5
 HX2896;UTM  17      - 4,259,276.246   565,156.234   MT  0.99965228   +0 27 53.4
 HX2896
 HX2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2896!SPC WV S     -   0.99983157  x   0.99993889  =   0.99977047
 HX2896!UTM  17      -   0.99983157  x   0.99965228  =   0.99948391
 HX2896
 HX2896|---------------------------------------------------------------------|
 HX2896| PID    Reference Object                     Distance      Geod. Az  |
 HX2896|                                                           dddmmss.s |
 HX2896| DC3795 BERGOO RM 2                          15.572 METERS 07947     |
 HX2896| DC3793 BERGOO AZ MK                                       1080546.0 |
 HX2896| DC3794 BERGOO RM 1                          18.730 METERS 35624     |
 HX2896|---------------------------------------------------------------------|
 HX2896
 HX2896                          SUPERSEDED SURVEY CONTROL
 HX2896
 HX2896  NAD 83(1986)-  38 28 45.98590(N)    080 15 10.79253(W) AD(       ) 3
 HX2896  NAD 27      -  38 28 45.58860(N)    080 15 11.52960(W) AD(       ) 3
 HX2896  NGVD 29 (07/19/86) 1104.4    (m)         3623.     (f) VERT ANG       
 HX2896
 HX2896.Superseded values are not recommended for survey control.
 HX2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2896.See file dsdata.txt to determine how the superseded data were derived.
 HX2896
 HX2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC6515659276(NAD 83)
 HX2896_MARKER: DS = TRIANGULATION STATION DISK
 HX2896_SETTING: 0 = UNSPECIFIED SETTING
 HX2896
 HX2896  HISTORY     - Date     Condition        Report By
 HX2896  HISTORY     - 1961     MONUMENTED       CGS
 HX2896
 HX2896                          STATION DESCRIPTION
 HX2896
 HX2896'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2896'STATION IS LOCATED ON THE SUMMIT OF A BARE HILL WHICH IS KNOWN
 HX2896'LOCALLY AS REDOAK
 HX2896'KNOB, ABOUT 3 MILES EAST OF BERGOO, 8-1/2 MILES EAST OF
 HX2896'WEBSTER SPRINGS AND ABOUT 12-1/2
 HX2896'MILES WEST-SOUTHWEST OF VALLEY HEAD.
 HX2896'
 HX2896'STATION IS REACHED FROM THE COURT HOUSE IN WEBSTER SPRINGS.  GO EAST
 HX2896'ON STATE HIGHWAY
 HX2896'15 FOR 4.2 MILES.  TURN RIGHT, GO DOWN HILL ON A SURFACED
 HX2896'ROAD, TOWARD BERGOO FOR 6.3 MILES
 HX2896'TO A SMALL BRIDGE, CROSS THE BRIDGE AND
 HX2896'CONTINUE FOR 0.05 MILE TO A POINT WHERE THE SURFACED
 HX2896'ROAD CURVES LEFT, CONTINUE
 HX2896'STRAIGHT AHEAD FOR ABOUT 150 FEET, THENCE LEFT, UPHILL ON A ROCK
 HX2896'BASE ROAD FOR 0.35
 HX2896'MILE, PASSING THE BERGOO POST OFFICE, TO A 3-WAY FORK.
 HX2896'TURN SHARP RIGHT AND GO UPHILL, ON A
 HX2896'DIRT ROAD FOR 1.35 MILES TO A REVERSE
 HX2896'FORK LEFT, CONTINUE STRAIGHT AHEAD, ON THE MAIN
 HX2896'TRAVELED ROAD FOR 2.3
 HX2896'MILES TO TWO GATES, PASS THROUGH THE LEFT HAND GATE AND CONTINUE
 HX2896'ON A TRACK ROAD
 HX2896'FOR 0.25 MILE TO A GATE ON RIGHT AND THE FARM HOME OF MR. PARRIS
 HX2896'B. GREEN 0.15 MILE SOUTH.
 HX2896'TURN LEFT AND GO NORTH, ACROSS PASTURE AND UPHILL
 HX2896'FOR 0.1 MILE TO 3 CEDAR TREES, THENCE LEFT
 HX2896'AND GO NORTHWEST ACROSS OPEN
 HX2896'PASTURE FOR 0.1 MILE TO SUMMIT OF THE HILL AND STATION.
 HX2896'
 HX2896'AZIMUTH MARK IS REACHED FROM THE GATE AND THE GREEN FARM HOUSE ON THE
 HX2896'RIGHT.  GO EAST ON
 HX2896'THE TRACK ROAD FOR 0.2 MILE TO TWO GATES, PASS THROUGH
 HX2896'THE LEFT HAND GATE AND FOLLOW A DIM
 HX2896'TRACK ROAD FOR 0.15 MILE TO A POWERLINE,
 HX2896'CONTINUE ON THE DIM ROAD FOR 0.05 MILE, THENCE RIGHT
 HX2896'AND CONTINUE EAST
 HX2896'ACROSS PASTURE FOR 0.5 MILE TO A STOCK LOADING PEN, PASS THROUGH THE
 HX2896'PEN AND CONTINUE FOR
 HX2896'ABOUT 210 FEET AND AZIMUTH MARK ON THE RIGHT, IN FENCELINE.
 HX2896'
 HX2896'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF 3-INCH CONCRETE
 HX2896'FILLED ORANGEBURG
 HX2896'PIPE
 HX2896'
 HX2896'STATION MARK IS STAMPED BERGOO 1961 AND PROJECTS ABOUT 6 INCHES.  IT
 HX2896'IS 210 FEET NORTH OF
 HX2896'POWERLINE POLE 97.
 HX2896'
 HX2896'REFERENCE MARK NUMBER 1 IS STAMPED BERGOO NO 1 1961 AND PROJECTS
 HX2896'ABOUT 6 INCHES.
 HX2896'
 HX2896'REFERENCE MARK NUMBER 2 IS STAMPED BERGOO NO 2 1961 AND PROJECTS
 HX2896'ABOUT 6 INCHES.
 HX2896'
 HX2896'AZIMUTH MARK IS STAMPED BERGOO 1961 AND PROJECTS ABOUT 8 INCHES.  IT
 HX2896'IS 2 FEET
 HX2896'WEST-SOUTHWEST OF A FENCE LINE, 25 FEET WEST-SOUTHWEST OF THE
 HX2896'CENTER OF A TRACK ROAD AND
 HX2896'56 FEET SOUTH OF THE SOUTH END OF A STOCK
 HX2896'LOADING PEN.
 HX2896'
 HX2896'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1529 ***********************************************************************
 JW1529  CBN         -  This is a Cooperative Base Network Control Station.
 JW1529  PACS        -  This is a Primary Airport Control Station.
 JW1529  DESIGNATION -  BERKPORT
 JW1529  PID         -  JW1529
 JW1529  STATE/COUNTY-  WV/MORGAN
 JW1529  USGS QUAD   -  HANCOCK (1971)
 JW1529
 JW1529                         *CURRENT SURVEY CONTROL
 JW1529  ___________________________________________________________________
 JW1529* NAD 83(1995)-  39 41 33.29345(N)    078 09 51.97065(W)     ADJUSTED  
 JW1529* NAVD 88     -       125.41   (meters)     411.4    (feet)  GPS OBS   
 JW1529  ___________________________________________________________________
 JW1529  EPOCH DATE  -        1995.00
 JW1529  X           -   1,008,012.022 (meters)                     COMP
 JW1529  Y           -  -4,810,164.042 (meters)                     COMP
 JW1529  Z           -   4,051,837.728 (meters)                     COMP
 JW1529  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 JW1529  ELLIP HEIGHT-          91.49  (meters)          (09/26/01) GPS OBS
 JW1529  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JW1529
 JW1529  HORZ ORDER  -  B
 JW1529  ELLP ORDER  -  FOURTH    CLASS II
 JW1529
 JW1529.This mark is at Potomac Airpark  (W35)
 JW1529
 JW1529.The horizontal coordinates were established by GPS observations
 JW1529.and adjusted by the National Geodetic Survey in December 1995..
 JW1529.The horizontal coordinates are valid at the epoch date displayed above.
 JW1529.The epoch date for horizontal control is a decimal equivalence
 JW1529.of Year/Month/Day.
 JW1529
 JW1529.The orthometric height was determined by GPS observations and a
 JW1529.high-resolution geoid model.
 JW1529
 JW1529.GPS derived orthometric heights for airport stations designated as
 JW1529.PACS or SACS are published to 2 decimal places.  This maintains
 JW1529.centimeter relative accuracy between the PACS and SACS.  It does
 JW1529.not indicate centimeter accuracy relative to other marks which are
 JW1529.part of the NAVD 88 network.
 JW1529
 JW1529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1529
 JW1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1529
 JW1529.The ellipsoidal height was determined by GPS observations
 JW1529.and is referenced to NAD 83.
 JW1529
 JW1529.The geoid height was determined by GEOID03.
 JW1529
 JW1529;                    North         East     Units Scale Factor Converg.
 JW1529;SPC WV N     -   133,248.826   714,547.798   MT  0.99994141   +0 51 06.4
 JW1529;SPC PA S     -    39,972.795   564,449.976   MT  1.00004636   -0 16 08.0
 JW1529;SPC PA S     -   131,144.08  1,851,866.30   sFT  1.00004636   -0 16 08.0
 JW1529;SPC MD       -   225,534.302   300,117.392   MT  1.00005145   -0 43 51.0
 JW1529;SPC MD       -   739,940.46    984,635.14   sFT  1.00005145   -0 43 51.0
 JW1529;UTM  17      - 4,397,482.000   743,143.271   MT  1.00032790   +1 48 42.7
 JW1529
 JW1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1529!SPC WV N     -   0.99998565  x   0.99994141  =   0.99992706
 JW1529!SPC PA S     -   0.99998565  x   1.00004636  =   1.00003201
 JW1529!SPC MD       -   0.99998565  x   1.00005145  =   1.00003710
 JW1529!UTM  17      -   0.99998565  x   1.00032790  =   1.00031354
 JW1529
 JW1529:                Primary Azimuth Mark                     Grid Az
 JW1529:SPC WV N     -  BERKPORT AZ MK                           102 28 14.1
 JW1529:SPC PA S     -  BERKPORT AZ MK                           103 35 28.5
 JW1529:SPC MD       -  BERKPORT AZ MK                           104 03 11.5
 JW1529:UTM  17      -  BERKPORT AZ MK                           101 30 37.8
 JW1529
 JW1529|---------------------------------------------------------------------|
 JW1529| PID    Reference Object                     Distance      Geod. Az  |
 JW1529|                                                           dddmmss.s |
 JW1529| JW1532 BERKPORT AZ MK                      APPROX. 0.6 KM 1031920.5 |
 JW1529|---------------------------------------------------------------------|
 JW1529
 JW1529                          SUPERSEDED SURVEY CONTROL
 JW1529
 JW1529  ELLIP H (12/04/95)   91.47   (m)                       GP(1995.00) 4 1
 JW1529  NAD 83(1995)-  39 41 33.29562(N)    078 09 51.97765(W) AD(       ) 3
 JW1529  ELLIP H (01/27/92)   91.27   (m)                       GP(       ) 4 1
 JW1529  NAD 83(1986)-  39 41 33.29340(N)    078 09 51.97571(W) AD(       ) 3
 JW1529  NAD 27      -  39 41 32.95764(N)    078 09 52.95705(W) AD(       ) 3
 JW1529  NGVD 29 (03/22/89)  125.6    (m)          412.     (f) GPS OBS        
 JW1529
 JW1529.Superseded values are not recommended for survey control.
 JW1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1529.See file dsdata.txt to determine how the superseded data were derived.
 JW1529
 JW1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4314397482(NAD 83)
 JW1529_MARKER: DH = HORIZONTAL CONTROL DISK
 JW1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW1529_STAMPING: BERKPORT 1986
 JW1529_MARK LOGO: NGS   
 JW1529_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1529+STABILITY: SURFACE MOTION
 JW1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1529+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1996
 JW1529
 JW1529  HISTORY     - Date     Condition        Report By
 JW1529  HISTORY     - 1986     MONUMENTED       NGS
 JW1529  HISTORY     - 19950605 GOOD             NGS
 JW1529  HISTORY     - 19950725 GOOD             NGS
 JW1529  HISTORY     - 19960805 GOOD             NGS
 JW1529
 JW1529                          STATION DESCRIPTION
 JW1529
 JW1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 JW1529'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHEAST OF BERKLEY
 JW1529'SPRINGS,
 JW1529'0.8 KM (0.5 MI) SOUTH OF HANCOCK, AT THE POTOMAC AIRPORT, AT THE
 JW1529'SOUTHEAST CORNER OF THE AIRPLANE PARKING APRON,
 JW1529'OWNERSHIP--US SILICA, C/O AIRPORT MANAGER GERALD MICHAELS, BERKLEY
 JW1529'SPRINGS, WV 25411. PHONE (304) 258-2500.
 JW1529'
 JW1529'TO REACH THE STATION FROM THE NORTH END OF THE US HIGHWAY 522
 JW1529'BRIDGE OVER THE POTOMAC RIVER AT HANCOCK, MD, GO
 JW1529'SOUTH FOR 0.6 KM (0.4 MI) ON HIGHWAY 522 TO A PAVED ROAD ON THE
 JW1529'LEFT LEADING EAST OFF THE BRIDGE.
 JW1529'TURN LEFT AND GO EAST FOR 0.9 KM (0.55 MI) ON THE PAVED ROAD ALONG
 JW1529'THE NORTH SIDE OF THE RAILROAD TRACKS TO A SMALL BRIDGE AND A
 JW1529'GATE.  CONTINUE AHEAD PASSING THROUGH THE GATE WINDING AROUND THE
 JW1529'WEST END OF THE RUNWAY TO THE AIRPORT BUILDINGS ON THE RIGHT.
 JW1529'TURN RIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE PAVED DRIVE
 JW1529'PASSING BETWEEN THE SECOND HANGAR AND A CONCRETE BLOCK BUILDING,
 JW1529'ACROSS THE TARMAC TO THE THE STATION ON THE LEFT AT THE SOUTHEAST
 JW1529'CORNER OF THE AIRPLANE PARKING PAD.
 JW1529'
 JW1529'THE STATION IS A STANDARD NGS DISK
 JW1529'STAMPED---BERKPORT 1986---,
 JW1529'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JW1529'32 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED
 JW1529'38.6 METERS (126.6 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 JW1529'CONCRETE BLOCK BUILDING NEAR THE GAS PUMPS,
 JW1529'20.3 METERS (66.6 FT) NORTH FROM THE CENTER OF THE RUNWAY,
 JW1529'3.4 METERS (11.2 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 JW1529'CONCRETE DRAINAGE BASIN,
 JW1529'1.2 METERS (4.1 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 JW1529'THE PARKING PAD, AND
 JW1529'0.3 METERS (1.0 FT) WEST FROM A FIBERGLASS WITNESS POST.
 JW1529'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JW1529'STAMPED---BERKPORT 1986---,
 JW1529'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 JW1529'
 JW1529'DESCRIBED BY C. L. SMITH, TYPED BY C. L. SMITH.
 JW1529
 JW1529                          STATION RECOVERY (1995)
 JW1529
 JW1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DMM)
 JW1529'RECOVERED AS DESCRIBED.
 JW1529' 
 JW1529'AIRPORT IS OWNED BY US SILICA. FOR ACCESS ONTO THE FIELD CONTACT
 JW1529'EITHER JUNIOR SHOEMAKER, GROUNDSKEEPER, OR DICK ROHN, CHIEF PILOT AT
 JW1529'304-258-2500.  THE GATE MENTIONED IN THE DESCRIPTION IS GENERALLY NOT
 JW1529'LOCKED.
 JW1529' 
 JW1529'WITNESS POST IS GONE.
 JW1529
 JW1529                          STATION RECOVERY (1995)
 JW1529
 JW1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 JW1529'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTHEAST OF BERKLEY
 JW1529'SPRINGS, 0.8 KM (0.50 MI) SOUTH OF HANCOCK, AT THE POTOMAC AIRPORT, AT
 JW1529'THE SOUTHEAST CORNER OF THE AIRPLANE PARKING APRON.  OWNERSHIP--US
 JW1529'SILICA, C/O JUNIOR SHOEMAKER, GROUNDSKEEPER OR DICK ROHN, CHIEF PILOT,
 JW1529'BERKLEY SPRINGS WV 25411, PHONE 304-258-2500.  TO REACH THE STATION
 JW1529'FROM THE NORTH END OF THE US HIGHWAY 522 BRIDGE OVER THE POTOMAC RIVER
 JW1529'AT HANCOCK MD, GO SOUTH FOR 0.6 KM (0.35 MI) ON HIGHWAY 522 TO A PAVED
 JW1529'ROAD ON THE LEFT LEADING EAST OFF THE BRIDGE.  TURN LEFT AND GO EAST
 JW1529'FOR 0.9 KM (0.55 MI) ON THE PAVED ROAD ALONG THE NORTH SIDE OF THE
 JW1529'RAILROAD TRACKS TO A SMALL BRIDGE AND A GATE. CONTINUE AHEAD PASSING
 JW1529'THROUGH THE GATE WINDING AROUND THE WEST END OF THE RUNWAY TO THE
 JW1529'AIRPORT BUILDINGS ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.1 KM
 JW1529'(0.05 MI) ON THE PAVED DRIVE PASSING BETWEEN THE SECOND HANGAR AND A
 JW1529'CONCRETE BLOCK BUILDING, ACROSS THE TARMAC TO THE STATION ON THE LEFT
 JW1529'AT THE SOUTHEAST CORNER OF THE AIRPLANE PARKING PAD.  THE STATION IS
 JW1529'RECESSED 10 CM BELOW GROUND.  LOCATED 38.6 METERS (126.6 FT) SOUTHEAST
 JW1529'FROM THE SOUTHEAST CORNER OF THE CONCRETE BLOCK BUILDING NEAR THE GAS
 JW1529'PUMPS, 20.3 METERS (66.6 FT) NORTH FROM THE CENTER OF THE RUNWAY, 3.4
 JW1529'METERS (11.2 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A CONCRETE
 JW1529'DRAINAGE BASIN, 1.2 METERS (3.9 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST
 JW1529'CORNER OF THE PARKING PAD.  THE GATE MENTIONED IN THE DESCRIPTION IS
 JW1529'GENERALLY UNLOCKED.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION
 JW1529'APPROACH PRIMARY AIRPORT CONTOL STATION.
 JW1529
 JW1529                          STATION RECOVERY (1996)
 JW1529
 JW1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 JW1529'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1532 ***********************************************************************
 JW1532  SACS        -  This is a Secondary Airport Control Station.
 JW1532  DESIGNATION -  BERKPORT AZ MK
 JW1532  PID         -  JW1532
 JW1532  STATE/COUNTY-  WV/MORGAN
 JW1532  USGS QUAD   -  HANCOCK (1971)
 JW1532
 JW1532                         *CURRENT SURVEY CONTROL
 JW1532  ___________________________________________________________________
 JW1532* NAD 83(1995)-  39 41 28.64704(N)    078 09 26.57708(W)     ADJUSTED  
 JW1532* NAVD 88     -       125.20   (meters)     410.8    (feet)  GPS OBS   
 JW1532  ___________________________________________________________________
 JW1532  X           -   1,008,622.949 (meters)                     COMP
 JW1532  Y           -  -4,810,129.316 (meters)                     COMP
 JW1532  Z           -   4,051,727.317 (meters)                     COMP
 JW1532  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 JW1532  ELLIP HEIGHT-          91.27  (meters)          (12/03/01) GPS OBS
 JW1532  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JW1532
 JW1532  HORZ ORDER  -  FIRST
 JW1532  ELLP ORDER  -  FOURTH    CLASS I
 JW1532
 JW1532.This mark is at Potomac Airpark  (W35)
 JW1532
 JW1532.The horizontal coordinates were established by GPS observations
 JW1532.and adjusted by the National Geodetic Survey in August 1997..
 JW1532
 JW1532.The orthometric height was determined by GPS observations and a
 JW1532.high-resolution geoid model.
 JW1532
 JW1532.GPS derived orthometric heights for airport stations designated as
 JW1532.PACS or SACS are published to 2 decimal places.  This maintains
 JW1532.centimeter relative accuracy between the PACS and SACS.  It does
 JW1532.not indicate centimeter accuracy relative to other marks which are
 JW1532.part of the NAVD 88 network.
 JW1532
 JW1532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1532
 JW1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1532
 JW1532.The ellipsoidal height was determined by GPS observations
 JW1532.and is referenced to NAD 83.
 JW1532
 JW1532.The geoid height was determined by GEOID03.
 JW1532
 JW1532;                    North         East     Units Scale Factor Converg.
 JW1532;SPC WV N     -   133,114.567   715,154.878   MT  0.99994139   +0 51 22.6
 JW1532;SPC PA S     -    39,826.673   565,054.378   MT  1.00004666   -0 15 51.5
 JW1532;SPC PA S     -   130,664.68  1,853,849.24   sFT  1.00004666   -0 15 51.5
 JW1532;SPC MD       -   225,383.310   300,720.598   MT  1.00005113   -0 43 35.1
 JW1532;SPC MD       -   739,445.08    986,614.16   sFT  1.00005113   -0 43 35.1
 JW1532;UTM  17      - 4,397,357.883   743,752.751   MT  1.00033156   +1 48 58.8
 JW1532
 JW1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1532!SPC WV N     -   0.99998568  x   0.99994139  =   0.99992707
 JW1532!SPC PA S     -   0.99998568  x   1.00004666  =   1.00003234
 JW1532!SPC MD       -   0.99998568  x   1.00005113  =   1.00003681
 JW1532!UTM  17      -   0.99998568  x   1.00033156  =   1.00031724
 JW1532
 JW1532:                Primary Azimuth Mark                     Grid Az
 JW1532:SPC WV N     -  BERKPORT                                 282 28 14.1
 JW1532:SPC PA S     -  BERKPORT                                 283 35 28.2
 JW1532:SPC MD       -  BERKPORT                                 284 03 11.8
 JW1532:UTM  17      -  BERKPORT                                 281 30 37.9
 JW1532
 JW1532|---------------------------------------------------------------------|
 JW1532| PID    Reference Object                     Distance      Geod. Az  |
 JW1532|                                                           dddmmss.s |
 JW1532| JW1529 BERKPORT                            APPROX. 0.6 KM 2831936.7 |
 JW1532|---------------------------------------------------------------------|
 JW1532
 JW1532                          SUPERSEDED SURVEY CONTROL
 JW1532
 JW1532  ELLIP H (08/27/97)   91.25   (m)                       GP(       ) 4 1
 JW1532  NAD 83(1995)-  39 41 28.64892(N)    078 09 26.58490(W) AD(       ) 3
 JW1532  ELLIP H (01/27/92)   91.08   (m)                       GP(       ) 4 1
 JW1532  NAD 83(1986)-  39 41 28.64657(N)    078 09 26.58355(W) AD(       ) 3
 JW1532  NAD 27      -  39 41 28.31133(N)    078 09 27.56534(W) AD(       ) 3
 JW1532  NGVD 29 (03/22/89)  125.4    (m)          411.     (f) GPS OBS        
 JW1532
 JW1532.Superseded values are not recommended for survey control.
 JW1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1532.See file dsdata.txt to determine how the superseded data were derived.
 JW1532
 JW1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4375397358(NAD 83)
 JW1532_MARKER: DZ = AZIMUTH MARK DISK
 JW1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW1532_STAMPING: BERKPORT 1986
 JW1532_MARK LOGO: NGS   
 JW1532_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1532+STABILITY: SURFACE MOTION
 JW1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1532+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1996
 JW1532
 JW1532  HISTORY     - Date     Condition        Report By
 JW1532  HISTORY     - 1986     MONUMENTED       NGS
 JW1532  HISTORY     - 19950605 GOOD             NGS
 JW1532  HISTORY     - 19960805 GOOD             NGS
 JW1532
 JW1532                          STATION DESCRIPTION
 JW1532
 JW1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 JW1532'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 JW1532'NORTHEAST OF BERKLEY SPRINGS,
 JW1532'0.8 KM (0.5 MI) SOUTH OF HANCOCK, AT THE POTOMAC AIRPORT, AT THE
 JW1532'SOUTHEAST CORNER OF THE SINGLE RUNWAY.
 JW1532'OWNERSHIP--US SILICA, C/O AIRPORT MANAGER GERALD MICHAELS, BERKLEY
 JW1532'SPRINGS, WV 25411. PHONE (304) 258-2500.
 JW1532'
 JW1532'TO REACH THE STATION FROM THE NORTH END OF THE US HIGHWAY 522
 JW1532'BRIDGE OVER THE POTOMAC RIVER AT HANCOCK MD, GO
 JW1532'SOUTH FOR 0.6 KM (0.4 MI) ON HIGHWAY 522 TO A PAVED ROAD ON THE
 JW1532'LEFT LEADING EAST OFF THE BRIDGE.
 JW1532'TURN LEFT AND GO EAST FOR 0.9 KM (0.55 MI) ON THE PAVED ROAD ALONG
 JW1532'THE NORTH SIDE OF THE RAILROAD TRACKS TO A SMALL BRIDGE AND A GATE.
 JW1532'CONTINUE AHEAD FOR 1.0 KM (0.6 MI) PASSING THROUGH THE GATE THEN
 JW1532'WINDING AROUND THE WEST END OF THE RUNWAY TO THE AIRPORT BUILDINGS
 JW1532'ON THE RIGHT.
 JW1532'TURN RIGHT AND GO SOUTH FOR 0.1 KM (0.55 MI) ON THE DRIVE BETWEEN
 JW1532'THE SECOND HANGAR AND THE CONCRETE BLOCK BUILDING ACROSS THE TARMAC
 JW1532'AND RAMP TO THE RUNWAY.
 JW1532'TURN LEFT AND GO EAST FOR 0.6 KM (0.4 MI) ON THE RUNWAY TO THE
 JW1532'STATION ON THE RIGHT AT THE SOUTHEAST CORNER OF THE RUNWAY.
 JW1532'
 JW1532'THE STATION IS A STANDARD NGS DISK
 JW1532'STAMPED---BERKPORT 1986---,
 JW1532'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JW1532'32 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 JW1532'18.9 METERS (62.0 FT) SOUTH FROM THE EXTENDED CENTER OF THE RUNWAY,
 JW1532'3.3 METERS (10.8 FT) SOUTH FROM THE SOUTHERNMOST LIGHT AT THE END
 JW1532'OF THE RUNWAY,
 JW1532'1.5 METERS (4.9 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 JW1532'RUNWAY, AND
 JW1532'0.3 METERS (1.0 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 JW1532'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JW1532'STAMPED---BERKPORT 1986---,
 JW1532'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 JW1532'
 JW1532'DESCRIBED BY C. L. SMITH, TYPED BY C. L. SMITH.
 JW1532
 JW1532                          STATION RECOVERY (1995)
 JW1532
 JW1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DMM)
 JW1532'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS.
 JW1532' 
 JW1532'10.5 FT (3.2 M) SOUTH OF A STROBE LIGHT WHICH IS ON LINE WITH THREE
 JW1532'GREEN AND RED LIGHTS AND 4.9 FT (1.5 M) SOUTHEAST OF THE SOUTHEAST
 JW1532'CORNER OF A RUNUP PAD AT THE SOUTH SIDE OF THE RUNWAY..
 JW1532
 JW1532                          STATION RECOVERY (1996)
 JW1532
 JW1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 JW1532'RECOVERED AS DESCRIBED. SECONDARY AIRPORT CONTROL STATION (SACS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1946 ***********************************************************************
 JX1946  DESIGNATION -  BERNARD
 JX1946  PID         -  JX1946
 JX1946  STATE/COUNTY-  WV/LEWIS
 JX1946  USGS QUAD   -  VADIS (1976)
 JX1946
 JX1946                         *CURRENT SURVEY CONTROL
 JX1946  ___________________________________________________________________
 JX1946* NAD 83(1995)-  39 00 55.93375(N)    080 37 36.08422(W)     ADJUSTED  
 JX1946* NAVD 88     -       444.1    (meters)    1457.     (feet)  VERTCON   
 JX1946  ___________________________________________________________________
 JX1946  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 JX1946  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JX1946
 JX1946  HORZ ORDER  -  THIRD
 JX1946
 JX1946.The horizontal coordinates were established by classical geodetic methods
 JX1946.and adjusted by the National Geodetic Survey in April 1998..
 JX1946
 JX1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1946
 JX1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1946
 JX1946.The geoid height was determined by GEOID03.
 JX1946
 JX1946;                    North         East     Units Scale Factor Converg.
 JX1946;SPC WV S     -   223,778.882   632,332.334   MT  1.00003085   +0 13 50.8
 JX1946;UTM  17      - 4,318,567.041   532,318.539   MT  0.99961286   +0 14 06.0
 JX1946
 JX1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1946!SPC WV S     -   0.99993544  x   1.00003085  =   0.99996629
 JX1946!UTM  17      -   0.99993544  x   0.99961286  =   0.99954832
 JX1946
 JX1946:                Primary Azimuth Mark                     Grid Az
 JX1946:SPC WV S     -  SUGARLOAF                                068 48 35.0
 JX1946:UTM  17      -  SUGARLOAF                                068 48 19.8
 JX1946
 JX1946|---------------------------------------------------------------------|
 JX1946| PID    Reference Object                     Distance      Geod. Az  |
 JX1946|                                                           dddmmss.s |
 JX1946| JX1944 SUGARLOAF                           APPROX. 5.8 KM 0690225.8 |
 JX1946| CX3238 BERNARD RM 2                         14.048 METERS 21023     |
 JX1946| CX3237 BERNARD RM 1                         12.244 METERS 35934     |
 JX1946|---------------------------------------------------------------------|
 JX1946
 JX1946                          SUPERSEDED SURVEY CONTROL
 JX1946
 JX1946  NAD 83(1986)-  39 00 55.93884(N)    080 37 36.09389(W) AD(       ) 3
 JX1946  NAD 27      -  39 00 55.60790(N)    080 37 36.75130(W) AD(       ) 3
 JX1946  NGVD 29 (07/19/86)  444.3    (m)         1458.     (f) VERT ANG       
 JX1946
 JX1946.Superseded values are not recommended for survey control.
 JX1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1946.See file dsdata.txt to determine how the superseded data were derived.
 JX1946
 JX1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND3231918567(NAD 83)
 JX1946_MARKER: DS = TRIANGULATION STATION DISK
 JX1946_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JX1946_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JX1946
 JX1946  HISTORY     - Date     Condition        Report By
 JX1946  HISTORY     - 1956     MONUMENTED       CGS
 JX1946
 JX1946                          STATION DESCRIPTION
 JX1946
 JX1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 JX1946'THE STATION IS LOCATED ON A HIGH WOODED HILL ABOUT 8 MILES
 JX1946'WEST-SOUTHWEST OF WESTON,
 JX1946'4-1/2 MILES EAST OF LINN AND ABOUT 4 MILES SOUTHWEST OF CAMDEN.  IT
 JX1946'IS 12 FEET NORTH-NORTHEAST OF AN 18
 JX1946'INCH TRIANGLE-BLAZED OAK TREE, 8 FEET NORTH-NORTHEAST OF
 JX1946'WITNESS POST AND 3 FEET SOUTHEAST OF FENCE
 JX1946'LINE.  THE MARK PROJECTS ABOUT 10 INCHES
 JX1946'AND THE DISK IS STAMPED BERNARD 1956.
 JX1946'
 JX1946'REFERENCE MARK NO. 1 IS 24 FEET WEST-NORTHWEST OF FENCE LINE.  THE
 JX1946'MARK PROJECTS ABOUT 8 INCHES
 JX1946'AND THE DISK IS STAMPED BERNARD NO 1 1956.
 JX1946'
 JX1946'REFERENCE MARK NO. 2 IS 33-1/2 FEET SOUTHWEST OF AN 18 INCH
 JX1946'TRIANGLE-BLAZED OAK TREE AND 16
 JX1946'FEET SOUTHEAST OF FENCE LINE.  THE MARK PROJECTS ABOUT 8 INCHES AND
 JX1946'THE DISK IS STAMPED BERNARD NO 2
 JX1946'1956.
 JX1946'
 JX1946'TO REACH FROM THE TWO BANK BUILDINGS ON THE MAIN STREET IN WESTON.
 JX1946'GO WEST ON U.S. HIGHWAYS 33
 JX1946'AND 119 FOR 6.5 MILES TO THE CAMDEN POST OFFICE, CONTINUE ON U.S.
 JX1946'HIGHWAYS 33 AND 119 FOR 4.7 MILES
 JX1946'TO SIDE ROAD LEFT AT SIGN LAUREL RUN RD., TURN
 JX1946'LEFT CROSSING SMALL CONCRETE BRIDGE AND GO SOUTHERLY
 JX1946'ON ROCKY ROAD FOR 1.15 MILES TO
 JX1946'SUMMIT OF GRADE AND GATE ON RIGHT LEADING INTO PASTURE AND END OF
 JX1946'TRUCK TRAVEL.  (A 4-WHEEL DRIVE TRUCK
 JX1946'CAN BE DRIVEN ABOUT 3/4 MILE FURTHER) FROM THE GATE PACK
 JX1946'SOUTHWESTERLY ALONG EAST SIDE
 JX1946'OF RIDGE FOR ABOUT 0.5 MILE TO RAIL FENCE, PASS THROUGH FENCE AND
 JX1946'CONTINUE SOUTHERLY (PASSING OLD
 JX1946'BARN) TO FENCE LINE.  CROSS FENCE AND PACK UP STEEP
 JX1946'GRADE TO FENCE CORNER.  CROSS FENCE INTO OPEN
 JX1946'FIELD AND PACK SOUTHERLY BELOW WOODS
 JX1946'TO NARROW CLEARED LANE IN WOODS, CONTINUE THROUGH CLEARED LANE
 JX1946'AND INTO SECOND OPEN FIELD
 JX1946'KEEPING TO THE RIGHT UP THROUGH WOODS TO THE HIGHEST POINT OF HILL
 JX1946'AND STATION AS DESCRIBED.
 JX1946'
 JX1946'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2935 ***********************************************************************
 HX2935  DESIGNATION -  BERRY
 HX2935  PID         -  HX2935
 HX2935  STATE/COUNTY-  WV/BRAXTON
 HX2935  USGS QUAD   -  SUTTON (1976)
 HX2935
 HX2935                         *CURRENT SURVEY CONTROL
 HX2935  ___________________________________________________________________
 HX2935* NAD 83(1995)-  38 44 45.61188(N)    080 38 46.35285(W)     ADJUSTED  
 HX2935* NAVD 88     -       507.0    (meters)    1663.     (feet)  VERTCON   
 HX2935  ___________________________________________________________________
 HX2935  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 HX2935  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HX2935
 HX2935  HORZ ORDER  -  THIRD
 HX2935
 HX2935.The horizontal coordinates were established by classical geodetic methods
 HX2935.and adjusted by the National Geodetic Survey in April 1998..
 HX2935
 HX2935.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2935
 HX2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2935
 HX2935.The geoid height was determined by GEOID03.
 HX2935
 HX2935;                    North         East     Units Scale Factor Converg.
 HX2935;SPC WV S     -   193,850.640   630,756.017   MT  0.99997363   +0 13 07.4
 HX2935;UTM  17      - 4,288,650.320   530,744.643   MT  0.99961164   +0 13 17.1
 HX2935
 HX2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2935!SPC WV S     -   0.99992551  x   0.99997363  =   0.99989914
 HX2935!UTM  17      -   0.99992551  x   0.99961164  =   0.99953718
 HX2935
 HX2935|---------------------------------------------------------------------|
 HX2935| PID    Reference Object                     Distance      Geod. Az  |
 HX2935|                                                           dddmmss.s |
 HX2935| DC3796 BERRY RM 1                            9.001 METERS 04753     |
 HX2935| HX2927 AIRWAY BEACON 22                    APPROX. 7.8 KM 1244450.4 |
 HX2935| DC3797 BERRY RM 2                            9.800 METERS 18043     |
 HX2935|---------------------------------------------------------------------|
 HX2935
 HX2935                          SUPERSEDED SURVEY CONTROL
 HX2935
 HX2935  NAD 83(1986)-  38 44 45.61780(N)    080 38 46.36312(W) AD(       ) 3
 HX2935  NAD 27      -  38 44 45.26150(N)    080 38 47.02630(W) AD(       ) 3
 HX2935  NGVD 29 (07/19/86)  507.2    (m)         1664.     (f) VERT ANG       
 HX2935
 HX2935.Superseded values are not recommended for survey control.
 HX2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2935.See file dsdata.txt to determine how the superseded data were derived.
 HX2935
 HX2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC3074588650(NAD 83)
 HX2935_MARKER: DS = TRIANGULATION STATION DISK
 HX2935_SETTING: 0 = UNSPECIFIED SETTING
 HX2935
 HX2935  HISTORY     - Date     Condition        Report By
 HX2935  HISTORY     - 1956     MONUMENTED       CGS
 HX2935
 HX2935                          STATION DESCRIPTION
 HX2935
 HX2935'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX2935'THE STATION IS LOCATED ON A TIMBERED COVERED KNOB THAT IS LOCATED
 HX2935'ABOUT 2 MILES NORTH
 HX2935'NORTHEAST OF FLAT WOODS AND 1 MILE SOUTH OF HEATERS.  IT IS 18 FEET
 HX2935'SOUTHEAST OF A LARGE TRIANGLE
 HX2935'BLAZED MAPLE TREE AND 10 FEET EAST OF A FENCE.  THE DISK IS
 HX2935'BRAZED TO THE TOP OF A 3 INCH PIPE
 HX2935'THAT PROJECTS ABOUT 4 INCHES AD THE DISK IS STAMPED
 HX2935'BERRY 1956.
 HX2935'
 HX2935'REFERENCE MARK NO. 1 IS 3 FEET SOUTH OF A FENCE.  THE DISK IS BRAZED
 HX2935'TO THE TOP OF A 3 INCH PIPE
 HX2935'THAT PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED BERRY NO 1
 HX2935'1956.
 HX2935'
 HX2935'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCE.  THE DISK IS BRAZED
 HX2935'TO THE TOP OF A 3 INCH PIPE
 HX2935'THAT PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED BERRY NO 2
 HX2935'1956.
 HX2935'
 HX2935'DUE TO NO SUITABLE PLACE AN AZIMUTH MARK WAS NOT SET.
 HX2935'
 HX2935'TO REACH THE STATION FROM THE POST OFFICE IN HEATERS, GO SOUTH ON US
 HX2935'HIGHWAY 19 AND STATE ROUTE 4
 HX2935'FOR 2.0 MILES TO A SIDE ROAD LEFT.  (THIS IS JUST BEFORE CROSSING
 HX2935'RAILROAD TRACK.) TURN LEFT AND GO
 HX2935'NORTHERLY ON FARM ROAD FOR 0.2 MILE TO FARM HOUSE
 HX2935'AND END OF TRUCK TRAVEL.  FROM FARM HOUSE PACK
 HX2935'NORTHEASTERLY ALONG FENCE-LINE TO THE
 HX2935'HIGHEST POINT OF KNOB AND STATION.  IT APPROXIMATE 45 MINUTE
 HX2935'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3419 ***********************************************************************
 GX3419  DESIGNATION -  BERWIND
 GX3419  PID         -  GX3419
 GX3419  STATE/COUNTY-  WV/MCDOWELL
 GX3419  USGS QUAD   -  WAR (1977)
 GX3419
 GX3419                         *CURRENT SURVEY CONTROL
 GX3419  ___________________________________________________________________
 GX3419* NAD 83(1995)-  37 16 09.42807(N)    081 39 10.18708(W)     ADJUSTED  
 GX3419* NAVD 88     -       677.     (meters)    2221.     (feet)  SCALED    
 GX3419  ___________________________________________________________________
 GX3419  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 GX3419  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GX3419
 GX3419  HORZ ORDER  -  SECOND
 GX3419
 GX3419.The horizontal coordinates were established by classical geodetic methods
 GX3419.and adjusted by the National Geodetic Survey in April 1998..
 GX3419
 GX3419.The orthometric height was scaled from a topographic map.
 GX3419
 GX3419.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3419
 GX3419.The geoid height was determined by GEOID03.
 GX3419
 GX3419;                    North         East     Units Scale Factor Converg.
 GX3419;SPC WV S     -    30,092.076   542,093.555   MT  1.00005219   -0 24 12.9
 GX3419;SPC KY1Z     - 1,111,851.531 1,863,274.830   MT  0.99996070   +2 30 55.8
 GX3419;SPC KY1Z     - 3,647,799.56  6,113,094.17   sFT  0.99996070   +2 30 55.8
 GX3419;SPC KY S     -   611,744.587   863,272.338   MT  0.99994604   +2 29 05.2
 GX3419;SPC KY S     - 2,007,032.03  2,832,252.66   sFT  0.99994604   +2 29 05.2
 GX3419;SPC VA S     - 1,108,535.847 3,220,420.966   MT  0.99994686   -1 54 48.7
 GX3419;SPC VA S     - 3,636,921.36 10,565,664.45   sFT  0.99994686   -1 54 48.7
 GX3419;UTM  17      - 4,124,945.463   442,118.923   MT  0.99964127   -0 23 43.2
 GX3419
 GX3419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3419!SPC WV S     -   0.99989864  x   1.00005219  =   0.99995083
 GX3419!SPC KY1Z     -   0.99989864  x   0.99996070  =   0.99985935
 GX3419!SPC KY S     -   0.99989864  x   0.99994604  =   0.99984469
 GX3419!SPC VA S     -   0.99989864  x   0.99994686  =   0.99984551
 GX3419!UTM  17      -   0.99989864  x   0.99964127  =   0.99953995
 GX3419
 GX3419|---------------------------------------------------------------------|
 GX3419| PID    Reference Object                     Distance      Geod. Az  |
 GX3419|                                                           dddmmss.s |
 GX3419| DC3800 BERWIND RM 3                         12.638 METERS 05215     |
 GX3419| GX3428 BEARWALLOW 2                        APPROX. 8.8 KM 2513811.6 |
 GX3419| DC3799 BERWIND RM 2                         14.918 METERS 33923     |
 GX3419|---------------------------------------------------------------------|
 GX3419
 GX3419                          SUPERSEDED SURVEY CONTROL
 GX3419
 GX3419  NAD 83(1995)-  37 16 09.42810(N)    081 39 10.18693(W) AD(       ) 2
 GX3419  NAD 83(1995)-  37 16 09.43410(N)    081 39 10.17883(W) AD(       ) 2
 GX3419  NAD 83(1995)-  37 16 09.43773(N)    081 39 10.19230(W) AD(       ) 2
 GX3419  NAD 83(1986)-  37 16 09.43661(N)    081 39 10.19692(W) AD(       ) 2
 GX3419  NAD 27      -  37 16 09.02800(N)    081 39 10.81000(W) AD(       ) 2
 GX3419
 GX3419.Superseded values are not recommended for survey control.
 GX3419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3419.See file dsdata.txt to determine how the superseded data were derived.
 GX3419
 GX3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB4211924945(NAD 83)
 GX3419_MARKER: DS = TRIANGULATION STATION DISK
 GX3419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3419
 GX3419  HISTORY     - Date     Condition        Report By
 GX3419  HISTORY     - 1933     MONUMENTED       CGS
 GX3419
 GX3419                          STATION DESCRIPTION
 GX3419
 GX3419'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GX3419'STATION IS LOCATED ON THE PROPERTY OF THE BERWIND LAND COMPANY, 0.9O
 GX3419'MILE E OF THE POST OFFICE IN BERWIND, W.VA., 3 MILES SE OF WAR,
 GX3419'W.VA., AND 13 MILES SSW OF WELCH, W.VA.  THE STATION IS LOCATED ON
 GX3419'THE SUMMIT OF A RIDGE NEAR THE NORTHERLY END, 35 FEET N OF A
 GX3419'PERSIMMON TREE WITH TRIANGLE BLAZE AND 150 FEET SSE OF A LARGE OAK
 GX3419'TREE.
 GX3419'
 GX3419'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GX3419'SET IN CONCRETE.
 GX3419'
 GX3419'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS LOCATED ABOUT 1,000 FT DUE W
 GX3419'OF THE STATION IN THE NW CORNER OF CULTIVATED FIELD AT THE EDGE OF
 GX3419'THE WOODS ABOUT 100 YARDS ALONG TOP OF A RIDGE RUNNING SW FROM A HIGH
 GX3419'WOODED KNOLL.
 GX3419'
 GX3419'REFERENCE MARK NO. 2 IS NNW FROM STATION ALONG TOP OF RIDGE, NEAR
 GX3419'NORTHERLY END.
 GX3419'
 GX3419'REFERENCE MARK NO. 3 IS NE FROM THE STATION ALONG THE TOP OF THE
 GX3419'RIDGE.
 GX3419'
 GX3419'TO REACH FROM BERWIND, GO S FROM THE RAILROAD STATION ABOUT 200 YARDS
 GX3419'AND TURN LEFT (E) UP HILL THROUGH HOLLOW.  CONTINUE ON A
 GX3419'ROCKY TRAIL ABOUT 0.6 MILE TO THE HOME OF MR. KESSEY.  THE STATION IS
 GX3419'LOCATED ON THE TOP OF A RIDGE ABOUT 150 YARDS E OF MR. KESSEYS HOME.
 GX3419'
 GX3419'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3188 ***********************************************************************
 KY3188  DESIGNATION -  BETHELEM MUNICIPAL STANDPIPE
 KY3188  PID         -  KY3188
 KY3188  STATE/COUNTY-  WV/OHIO
 KY3188  USGS QUAD   -  WHEELING (1994)
 KY3188
 KY3188                         *CURRENT SURVEY CONTROL
 KY3188  ___________________________________________________________________
 KY3188* NAD 83(1995)-  40 01 59.18855(N)    080 41 09.95561(W)     ADJUSTED  
 KY3188* NAVD 88     -                                                        
 KY3188  ___________________________________________________________________
 KY3188  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 KY3188  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY3188
 KY3188  HORZ ORDER  -  THIRD
 KY3188
 KY3188.The horizontal coordinates were established by classical geodetic methods
 KY3188.and adjusted by the National Geodetic Survey in April 1998..
 KY3188
 KY3188
 KY3188.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3188
 KY3188.The geoid height was determined by GEOID03.
 KY3188
 KY3188;                    North         East     Units Scale Factor Converg.
 KY3188;SPC WV N     -   170,873.084   498,769.773   MT  0.99996594   -0 45 23.3
 KY3188;UTM  17      - 4,431,479.075   526,781.592   MT  0.99960883   +0 12 06.9
 KY3188
 KY3188                          SUPERSEDED SURVEY CONTROL
 KY3188
 KY3188  NAD 83(1986)-  40 01 59.19551(N)    080 41 09.96303(W) AD(       ) 4
 KY3188  NAD 27      -  40 01 58.94500(N)    080 41 10.68400(W) AD(       ) 3
 KY3188
 KY3188.Superseded values are not recommended for survey control.
 KY3188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3188.See file dsdata.txt to determine how the superseded data were derived.
 KY3188
 KY3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2678231479(NAD 83)
 KY3188_MARKER: 52 = STANDPIPE TANK
 KY3188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3188+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 KY3188
 KY3188  HISTORY     - Date     Condition        Report By
 KY3188  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3188  HISTORY     - 20040521 GOOD             USPSQD
 KY3188
 KY3188                          STATION DESCRIPTION
 KY3188
 KY3188'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3188'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE LOCATED ON A
 KY3188'HILL ON THE NORTH SIDE OF SUGAR LANE IN THE SOUTH EDGE OF
 KY3188'BETHELEM.  IT IS A STANDARD METAL STANDPIPE PAINTED GREY
 KY3188'AND ITS OVERALL HEIGHT IS ABOUT 100 FEET.
 KY3188
 KY3188                          STATION RECOVERY (2004)
 KY3188
 KY3188'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY3188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3596 ***********************************************************************
 HW3596  DESIGNATION -  BEULAH
 HW3596  PID         -  HW3596
 HW3596  STATE/COUNTY-  WV/RANDOLPH
 HW3596  USGS QUAD   -  BEVERLY EAST (1995)
 HW3596
 HW3596                         *CURRENT SURVEY CONTROL
 HW3596  ___________________________________________________________________
 HW3596* NAD 83(1995)-  38 45 42.06640(N)    079 45 25.40742(W)     ADJUSTED  
 HW3596* NAVD 88     -      1205.5    (meters)    3955.     (feet)  VERTCON   
 HW3596  ___________________________________________________________________
 HW3596  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 HW3596  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HW3596
 HW3596  HORZ ORDER  -  THIRD
 HW3596
 HW3596.The horizontal coordinates were established by classical geodetic methods
 HW3596.and adjusted by the National Geodetic Survey in April 1998..
 HW3596
 HW3596.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3596
 HW3596.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3596
 HW3596.The geoid height was determined by GEOID03.
 HW3596
 HW3596;                    North         East     Units Scale Factor Converg.
 HW3596;SPC WV S     -   196,257.113   708,026.089   MT  0.99997635   +0 46 06.2
 HW3596;UTM  17      - 4,291,064.487   607,990.520   MT  0.99974361   +0 46 41.7
 HW3596
 HW3596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3596!SPC WV S     -   0.99981569  x   0.99997635  =   0.99979204
 HW3596!UTM  17      -   0.99981569  x   0.99974361  =   0.99955934
 HW3596
 HW3596|---------------------------------------------------------------------|
 HW3596| PID    Reference Object                     Distance      Geod. Az  |
 HW3596|                                                           dddmmss.s |
 HW3596| DC3805 BEULAH RM 1                           9.342 METERS 01211     |
 HW3596| HW3573 PHARIS                              APPROX.11.5 KM 1012521.1 |
 HW3596| DC3806 BEULAH RM 2                           9.347 METERS 26541     |
 HW3596|---------------------------------------------------------------------|
 HW3596
 HW3596                          SUPERSEDED SURVEY CONTROL
 HW3596
 HW3596  NAD 83(1995)-  38 45 42.06899(N)    079 45 25.41342(W) AD(       ) 3
 HW3596  NAD 83(1986)-  38 45 42.07047(N)    079 45 25.41666(W) AD(       ) 3
 HW3596  NAD 27      -  38 45 41.67010(N)    079 45 26.20080(W) AD(       ) 3
 HW3596  NGVD 29 (07/19/86) 1205.6    (m)         3955.     (f) VERT ANG       
 HW3596
 HW3596.Superseded values are not recommended for survey control.
 HW3596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3596.See file dsdata.txt to determine how the superseded data were derived.
 HW3596
 HW3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0799191064(NAD 83)
 HW3596_MARKER: DS = TRIANGULATION STATION DISK
 HW3596_SETTING: 80 = SET IN A BOULDER
 HW3596_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3596
 HW3596  HISTORY     - Date     Condition        Report By
 HW3596  HISTORY     - 1957     MONUMENTED       CGS
 HW3596
 HW3596                          STATION DESCRIPTION
 HW3596
 HW3596'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3596'THE STATION IS ABOUT 4 MILES SOUTH OF BEMIS, 3-1/2 MILES
 HW3596'SOUTH-SOUTHWEST OF GLADY, AND
 HW3596'3/4 MILE NORTH-NORTHWEST OF THE RAILROAD STATION BEULAH, ON SHAVERS
 HW3596'MOUNTAIN ABOUT 1/4 MILE NORTHEAST
 HW3596'OF THE HIGHEST PART OF HILL, AND IS ON THE PROPERTY OF THE
 HW3596'MONONGAHELA NATIONAL FOREST.
 HW3596'
 HW3596'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NOS. 33-219-250 AND STATE
 HW3596'HIGHWAY NO. 4, IN ELKINS, GO EAST
 HW3596'ON HIGHWAYS 33 AND 4 FOR 13.0 MILES TO A CROSSROAD AT THE ALPINES
 HW3596'LODGE, IN ALPANE.  TURN RIGHT, SOUTH,
 HW3596'AND FOLLOW A BLACKTOP ROAD FOR 9.6 MILES TO A
 HW3596'CROSSROAD, IN GLADY.  TURN LEFT, GO EASTERLY FOR 0.25
 HW3596'MILE TO A SIDE ROAD ON THE RIGHT.
 HW3596'TURN RIGHT, GO SOUTHERLY ON A DIRT ROAD FOR 2.4 MILES TO A FARM
 HW3596'DRIVEWAY ON THE RIGHT.  KEEP
 HW3596'STRAIGHT AHEAD, GO 0.7 MILE TO A ROAD FORK.  TAKE RIGHT FORK, DOWN
 HW3596'HILL, GO WESTERLY FOR 0.5 MILE TO A
 HW3596'GATE AT THE NORTHEAST CORNER OF A FARM HOUSE. PASS THROUGH GATE, AND
 HW3596'CONTINUE WESTERLY ACROSS RAILROAD
 HW3596'FOR 0.15 MILE TO A SCHOOL HOUSE AND THE END OF
 HW3596'TRUCK TRAVEL.  PACK WESTERLY ALONG AN OLD LOGGING
 HW3596'TRAIL WHICH RUNS ALONG THE NORTH SIDE
 HW3596'OF STREAM TO A FENCE LINE.  CROSS OVER FENCE AND CONTINUE WESTERLY
 HW3596'ON A BLAZED TRAIL TO THE CREST OF
 HW3596'RIDGE.  TURN LEFT ALONG THE RIDGE AND GO SOUTHWEST ABOUT 100 YARDS TO
 HW3596'THE STATION.  ABOUT A 1 HOUR PACK.
 HW3596'
 HW3596'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 HW3596'BOULDER.  IT IS STAMPED
 HW3596'BEULAH 1957.  THE BOULDER IS ABOUT 10 FEET LONG AND 6 FEET IN WIDTH,
 HW3596'AND IS ON THE EAST RIM OF RIDGE.
 HW3596'THE MARK IS 26 FEET EAST-NORTHEAST OF A SPRUCE TREE AND 24
 HW3596'FEET EAST OF A TRIANGULAR BLAZE ON A 4-INCH
 HW3596'TREE.  NO UNDERGROUND STATION MARK WAS SET.
 HW3596'
 HW3596'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEULAH NO 1 1957, IS
 HW3596'CEMENTED IN A DRILL HOLE IN A
 HW3596'BOULDER WHICH IS ABOUT 6 FEET LONG AND 3 FEET IN WIDTH.  IT IS 23
 HW3596'FEET EAST OF A TRIANGULAR BLAZE ON A 5-INCH TREE.
 HW3596'
 HW3596'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEULAH NO 2 1957, IS
 HW3596'CEMENTED IN A DRILL HOLE IN A
 HW3596'BOULDER WHICH IS ABOUT 2 FEET LONG AND 2 FEET IN WIDTH.  IT IS 10
 HW3596'FEET NORTH OF THE SPRUCE TREE AND 8
 HW3596'FEET SOUTH-SOUTHWEST OF THE TRIANGULAR BLAZE ON THE 4 INCH TREE.
 HW3596'
 HW3596'NO AZIMUTH MARK WAS SET.
 HW3596'
 HW3596'NOTE- A 4 FT. STAND WAS USED.
 HW3596'
 HW3596'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2037 ***********************************************************************
 HW2037  DESIGNATION -  BEVERLY
 HW2037  PID         -  HW2037
 HW2037  STATE/COUNTY-  WV/RANDOLPH
 HW2037  USGS QUAD   -  BEVERLY WEST (1995)
 HW2037
 HW2037                         *CURRENT SURVEY CONTROL
 HW2037  ___________________________________________________________________
 HW2037* NAD 83(1995)-  38 50 08.87320(N)    079 52 31.06595(W)     ADJUSTED  
 HW2037* NAVD 88     -       593.909  (meters)    1948.52   (feet)  ADJUSTED  
 HW2037  ___________________________________________________________________
 HW2037  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 HW2037  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HW2037  DYNAMIC HT  -         593.482 (meters)    1947.12  (feet)  COMP
 HW2037  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 HW2037
 HW2037  HORZ ORDER  -  THIRD
 HW2037  VERT ORDER  -  SECOND    CLASS 0
 HW2037
 HW2037.The horizontal coordinates were established by classical geodetic methods
 HW2037.and adjusted by the National Geodetic Survey in April 1998..
 HW2037
 HW2037.The orthometric height was determined by differential leveling
 HW2037.and adjusted by the National Geodetic Survey in June 1991..
 HW2037
 HW2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW2037
 HW2037.The geoid height was determined by GEOID03.
 HW2037
 HW2037.The dynamic height is computed by dividing the NAVD 88
 HW2037.geopotential number by the normal gravity value computed on the
 HW2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2037.degrees latitude (g = 980.6199 gals.).
 HW2037
 HW2037.The modeled gravity was interpolated from observed gravity values.
 HW2037
 HW2037;                    North         East     Units Scale Factor Converg.
 HW2037;SPC WV S     -   204,352.516   697,650.491   MT  0.99999022   +0 41 43.0
 HW2037;UTM  17      - 4,299,156.034   597,616.135   MT  0.99971734   +0 42 19.2
 HW2037
 HW2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW2037!SPC WV S     -   0.99991167  x   0.99999022  =   0.99990189
 HW2037!UTM  17      -   0.99991167  x   0.99971734  =   0.99962904
 HW2037
 HW2037:                Primary Azimuth Mark                     Grid Az
 HW2037:SPC WV S     -  BEVERLY AZ MK                            036 11 25.1
 HW2037:UTM  17      -  BEVERLY AZ MK                            036 10 48.9
 HW2037
 HW2037|---------------------------------------------------------------------|
 HW2037| PID    Reference Object                     Distance      Geod. Az  |
 HW2037|                                                           dddmmss.s |
 HW2037| DC3807 BEVERLY AZ MK                                      0365308.1 |
 HW2037| HW2038 BEVERLY RM 2                         16.235 METERS 12344     |
 HW2037| HW3584 CHEAT                               APPROX.16.7 KM 1853705.3 |
 HW2037| HW2036 BEVERLY RM 1                         12.484 METERS 34645     |
 HW2037|---------------------------------------------------------------------|
 HW2037
 HW2037                          SUPERSEDED SURVEY CONTROL
 HW2037
 HW2037  NAD 83(1995)-  38 50 08.87906(N)    079 52 31.07869(W) AD(       ) 3
 HW2037  NAD 83(1986)-  38 50 08.87896(N)    079 52 31.07824(W) AD(       ) 3
 HW2037  NAD 27      -  38 50 08.49300(N)    079 52 31.82660(W) AD(       ) 3
 HW2037  NGVD 29 (??/??/92)  594.067  (m)         1949.03   (f) ADJ UNCH    2 0
 HW2037
 HW2037.Superseded values are not recommended for survey control.
 HW2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2037.See file dsdata.txt to determine how the superseded data were derived.
 HW2037
 HW2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9761699156(NAD 83)
 HW2037_MARKER: DB = BENCH MARK DISK
 HW2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2037_STAMPING: BEVERLY 1957
 HW2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2037+STABILITY: SURFACE MOTION
 HW2037
 HW2037  HISTORY     - Date     Condition        Report By
 HW2037  HISTORY     - 1957     MONUMENTED       CGS
 HW2037  HISTORY     - 1962     GOOD             NGS
 HW2037  HISTORY     - 1964     GOOD             CGS
 HW2037  HISTORY     - 1977     GOOD             NGS
 HW2037  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 HW2037
 HW2037                          STATION DESCRIPTION
 HW2037
 HW2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW2037'THE STATION IS SOUTH OF THE SOUTH EDGE OF THE TOWN OF BEVERLY AND ON
 HW2037'THE WEST RIGHT-OF-WAY OF
 HW2037'U.S. HIGHWAYS 250 AND 219.
 HW2037'
 HW2037'TO REACH FROM THE POST OFFICE IN BEVERLY, GO SOUTH ON U.S. HIGHWAY
 HW2037'219 FOR 0.3 MILE TO A
 HW2037'BRIDGE OVER FILES CREEK, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO THE
 HW2037'STATION ON THE RIGHT.
 HW2037'
 HW2037'STATION MARKS ARE STANDARD DISKS STAMPED BEVERLY 1957.  THE SURFACE
 HW2037'DISK IS SET IN A SQUARE
 HW2037'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 HW2037'49 FEET NORTHEAST OF A POWER POLE
 HW2037'WITH A TRANSFORMER, 19 FEET WEST OF THE CENTER LINE OF U.S.
 HW2037'HIGHWAY 219 AND 3.5 FEET EAST OF A FENCE
 HW2037'LINE.  THE UNDERGROUND DISK IS SET IN AN
 HW2037'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF
 HW2037'THE GROUND.  A STANDARD
 HW2037'WITNESS POST WAS SET 5.5 FEET NORTH-NORTHWEST OF THE MARK.
 HW2037'
 HW2037'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEVERLY NO 1 1957, IS
 HW2037'SET IN A SQUARE CONCRETE
 HW2037'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 20.5 FEET
 HW2037'WEST OF THE CENTER LINE OF U.S.
 HW2037'HIGHWAY 219 AND 2.5 FEET EAST OF A FENCE CORNER.
 HW2037'
 HW2037'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEVERLY NO 2 1957, IS
 HW2037'SET IN A SQUARE CONCRETE
 HW2037'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 56 FEET
 HW2037'NORTHEAST OF THE CENTER OF A T
 HW2037'INTERSECTION OF A SIDE ROAD EAST AND U.S. HIGHWAY 219,
 HW2037'18 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 HW2037'219 AND 1 FOOT NORTHWEST OF TELEPHONE POLE NO. 238.
 HW2037'
 HW2037'AZIMUTH MARK IS A STANDARD DISK STAMPED BEVERLY 1957, SET IN A SQUARE
 HW2037'CONCRETE POST WHICH IS
 HW2037'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 112 FEET SOUTH OF THE
 HW2037'SOUTHWEST CORNER OF MRS. WARDS HOUSE,
 HW2037'23 FEET SOUTH-SOUTHEAST OF A 3 FOOT MAPLE TREE, 15-1/2
 HW2037'FEET WEST OF A 1-1/2 FOOT LOCUST TREE AND 2
 HW2037'FEET SOUTH OF A FENCE LINE RUNNING AROUND
 HW2037'MRS. WARDS YARD.
 HW2037'
 HW2037'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN BEVERLY, GO NORTH
 HW2037'ON U.S.  HIGHWAY 219 FOR
 HW2037'0.35 MILE TO A DRIVEWAY RIGHT LEADING TO A LARGE WHITE HOUSE ON THE
 HW2037'TOP OF A HILL, TURN RIGHT AND GO 0.1
 HW2037'MILE TO A CATTLE GUARD ACROSS ROAD, CONTINUE STRAIGHT
 HW2037'AHEAD ON DRIVEWAY FOR 0.2 MILE TO A BARN AND A
 HW2037'HOUSE.  FROM HERE WALK SOUTH ALONG FENCE
 HW2037'LINE FOR ABOUT 50 YARDS TO THE AZIMUTH MARK.
 HW2037'*
 HW2037'HEIGHT OF LIGHT ABOVE STATION
 HW2037'MARK 1.45 METERS.
 HW2037
 HW2037                          STATION RECOVERY (1962)
 HW2037
 HW2037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HW2037'0.4 MI S FROM BEVERLY.
 HW2037'ABOUT 0.4 MILE SOUTH ALONG U.S. HIGHWAYS 219 AND 250 FROM THE POST
 HW2037'OFFICE AT BEVERLY, SET 0.1 MILE SOUTH OF U.S. HIGHWAY 219 AND 250
 HW2037'BRIDGE OVER FILES CREEK, 180 FEET NORTH OF THE CENTER OF THE
 HW2037'JUNCTION OF U.S. HIGHWAY 219 AND 250 AND A PRIVATE DRIVE LEADING
 HW2037'WEST TO THE LABCRAFT COMPANY PLANT, 49 FEET NORTHEAST OF A POWER
 HW2037'POLE WITH A TRANSFORMER, 20 FEET WEST OF THE CENTER LINE OF THE
 HW2037'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, 5 1/2 FEET SOUTHEAST OF A
 HW2037'WHITE WOODEN WITNESS POST, AND IS SET IN THE TOP OF A CONCRETE
 HW2037'POST THAT IS FLUSH WITH THE GROUND.
 HW2037
 HW2037                          STATION RECOVERY (1964)
 HW2037
 HW2037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 HW2037'THE STATION, AZIMUTH AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 HW2037'CONDITION.  REFERENCE MARK NO. 1 WAS REMOVED BY THE CITY WATER
 HW2037'DEPARTMENT AND RESET.  THE ARROW NOW POINTS TOWARD THE AZIMUTH
 HW2037'RATHER THAN THE STATION.  NEW ANGLES AND DISTANCES WERE MEASURED TO
 HW2037'THE REFERENCE MARKS.
 HW2037'
 HW2037'THE STATION IS 32.1 FEET NORTH OF A FIRE HYDRANT.  REFERENCE MARK
 HW2037'NO. 1 IS SET FLUSH WITH THE GROUND, 21.2 FEET WEST OF THE CENTERLINE
 HW2037'OF U.S. HIGHWAY 219.  THE FENCE IN THE NEAR VICINITY OF RM 1 HAS
 HW2037'BEEN REMOVED.  REFERENCE MARK NO. 2 IS 1 FOOT NORTHWEST OF TELEPHONE
 HW2037'POLE NO. 257.
 HW2037
 HW2037                          STATION RECOVERY (1977)
 HW2037
 HW2037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 HW2037'STATION, RM 1 RECOVERED IN GOOD CONDITION AS DESCRIBED.  RM 2
 HW2037'DESTROYED BY DRIVEWAY CONSTRUCTION AND REPLACEMENT OF POLE.  AZI MK
 HW2037'NOT VISIBLE FROM TRIPOD DUE TO CONSTRUCTION OF NEW HOUSE.
 HW2037'
 HW2037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MI SOUTH OF
 HW2037'BEVERLY.
 HW2037
 HW2037                          STATION RECOVERY (1989)
 HW2037
 HW2037'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (JP)
 HW2037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2036 ***********************************************************************
 HW2036  DESIGNATION -  BEVERLY RM 1
 HW2036  PID         -  HW2036
 HW2036  STATE/COUNTY-  WV/RANDOLPH
 HW2036  USGS QUAD   -  BEVERLY WEST (1995)
 HW2036
 HW2036                         *CURRENT SURVEY CONTROL
 HW2036  ___________________________________________________________________
 HW2036* NAD 83(1986)-  38 50 08.     (N)    079 52 30.     (W)     SCALED    
 HW2036* NAVD 88     -       593.825  (meters)    1948.24   (feet)  ADJUSTED  
 HW2036  ___________________________________________________________________
 HW2036  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HW2036  DYNAMIC HT  -         593.397 (meters)    1946.84  (feet)  COMP
 HW2036  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 HW2036
 HW2036  VERT ORDER  -  SECOND    CLASS 0
 HW2036
 HW2036.The horizontal coordinates were scaled from a topographic map and have
 HW2036.an estimated accuracy of +/- 6 seconds.
 HW2036
 HW2036.The orthometric height was determined by differential leveling
 HW2036.and adjusted by the National Geodetic Survey in June 1991..
 HW2036
 HW2036.The geoid height was determined by GEOID03.
 HW2036
 HW2036.The dynamic height is computed by dividing the NAVD 88
 HW2036.geopotential number by the normal gravity value computed on the
 HW2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2036.degrees latitude (g = 980.6199 gals.).
 HW2036
 HW2036.The modeled gravity was interpolated from observed gravity values.
 HW2036
 HW2036;                    North         East    Units  Estimated Accuracy
 HW2036;SPC WV S     -   204,330.      697,680.      MT  (+/- 180 meters Scaled)
 HW2036
 HW2036                          SUPERSEDED SURVEY CONTROL
 HW2036
 HW2036  NGVD 29 (??/??/92)  593.983  (m)         1948.76   (f) ADJ UNCH    2 0
 HW2036
 HW2036.Superseded values are not recommended for survey control.
 HW2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2036.See file dsdata.txt to determine how the superseded data were derived.
 HW2036
 HW2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC976991(NAD 83)
 HW2036_MARKER: DR = REFERENCE MARK DISK
 HW2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2036_STAMPING: BEVERLY NO 1 1957
 HW2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2036+STABILITY: SURFACE MOTION
 HW2036
 HW2036  HISTORY     - Date     Condition        Report By
 HW2036  HISTORY     - 1957     MONUMENTED       CGS
 HW2036  HISTORY     - 1962     GOOD             NGS
 HW2036
 HW2036                          STATION DESCRIPTION
 HW2036
 HW2036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW2036'0.4 MI S FROM BEVERLY.
 HW2036'ABOUT 0.4 MILE SOUTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2036'POST OFFICE AT BEVERLY, SET 0.1 MILE SOUTH OF U.S. HIGHWAY 219
 HW2036'AND 250 BRIDGE OVER FILES CREEK, 20 1/2 FEET WEST OF THE CENTER
 HW2036'LINE OF THE HIGHWAY, 41 FEET NORTH-NORTHWEST OF THE STATION MARK,
 HW2036'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HW2036'THAT IS 2 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2038 ***********************************************************************
 HW2038  DESIGNATION -  BEVERLY RM 2
 HW2038  PID         -  HW2038
 HW2038  STATE/COUNTY-  WV/RANDOLPH
 HW2038  USGS QUAD   -  BEVERLY WEST (1995)
 HW2038
 HW2038                         *CURRENT SURVEY CONTROL
 HW2038  ___________________________________________________________________
 HW2038* NAD 83(1986)-  38 50 08.     (N)    079 52 30.     (W)     SCALED    
 HW2038* NAVD 88     -       594.359  (meters)    1949.99   (feet)  ADJUSTED  
 HW2038  ___________________________________________________________________
 HW2038  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HW2038  DYNAMIC HT  -         593.931 (meters)    1948.59  (feet)  COMP
 HW2038  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 HW2038
 HW2038  VERT ORDER  -  SECOND    CLASS 0
 HW2038
 HW2038.The horizontal coordinates were scaled from a topographic map and have
 HW2038.an estimated accuracy of +/- 6 seconds.
 HW2038
 HW2038.The orthometric height was determined by differential leveling
 HW2038.and adjusted by the National Geodetic Survey in June 1991..
 HW2038
 HW2038.The geoid height was determined by GEOID03.
 HW2038
 HW2038.The dynamic height is computed by dividing the NAVD 88
 HW2038.geopotential number by the normal gravity value computed on the
 HW2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2038.degrees latitude (g = 980.6199 gals.).
 HW2038
 HW2038.The modeled gravity was interpolated from observed gravity values.
 HW2038
 HW2038;                    North         East    Units  Estimated Accuracy
 HW2038;SPC WV S     -   204,330.      697,680.      MT  (+/- 180 meters Scaled)
 HW2038
 HW2038                          SUPERSEDED SURVEY CONTROL
 HW2038
 HW2038  NGVD 29 (??/??/92)  594.517  (m)         1950.51   (f) ADJ UNCH    2 0
 HW2038
 HW2038.Superseded values are not recommended for survey control.
 HW2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2038.See file dsdata.txt to determine how the superseded data were derived.
 HW2038
 HW2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC976991(NAD 83)
 HW2038_MARKER: DR = REFERENCE MARK DISK
 HW2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2038_STAMPING: BEVERLY NO 2 1957
 HW2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2038+STABILITY: SURFACE MOTION
 HW2038
 HW2038  HISTORY     - Date     Condition        Report By
 HW2038  HISTORY     - 1957     MONUMENTED       CGS
 HW2038  HISTORY     - 1962     GOOD             NGS
 HW2038
 HW2038                          STATION DESCRIPTION
 HW2038
 HW2038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW2038'0.4 MI S FROM BEVERLY.
 HW2038'ABOUT 0.4 MILE SOUTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2038'POST OFFICE AT BEVERLY, SET 0.1 MILE SOUTH OF U.S. HIGHWAY 219
 HW2038'AND 250 BRIDGE OVER FILES CREEK, NEAR THE SOUTHWEST CORNER OF A
 HW2038'LARGE FIELD, 57 FEET NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION
 HW2038'OF THE HIGHWAY AND A DIRT ROAD LEADING EAST AND UPHILL, 53.3
 HW2038'FEET EAST-SOUTHEAST OF THE STATION MARK, 2 FEET NORTHWEST OF
 HW2038'CABLE LINE POLE NUMBER 238, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 HW2038'HIGHWAY, AND IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 HW2038'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3564 ***********************************************************************
 HW3564  DESIGNATION -  BICKLE KNOB LOOKOUT TOWER
 HW3564  PID         -  HW3564
 HW3564  STATE/COUNTY-  WV/RANDOLPH
 HW3564  USGS QUAD   -  BOWDEN (1995)
 HW3564
 HW3564                         *CURRENT SURVEY CONTROL
 HW3564  ___________________________________________________________________
 HW3564* NAD 83(1995)-  38 56 04.04182(N)    079 43 53.31211(W)     ADJUSTED  
 HW3564* NAVD 88     -                                                        
 HW3564  ___________________________________________________________________
 HW3564  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 HW3564  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HW3564
 HW3564  HORZ ORDER  -  THIRD
 HW3564
 HW3564.The horizontal coordinates were established by classical geodetic methods
 HW3564.and adjusted by the National Geodetic Survey in April 1998..
 HW3564
 HW3564
 HW3564.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3564
 HW3564.The geoid height was determined by GEOID03.
 HW3564
 HW3564;                    North         East     Units Scale Factor Converg.
 HW3564;SPC WV S     -   215,465.057   709,986.827   MT  1.00001129   +0 47 03.1
 HW3564;SPC WV N     -    48,258.136   579,929.376   MT  1.00001304   -0 08 51.5
 HW3564;UTM  17      - 4,310,268.081   609,946.932   MT  0.99974885   +0 47 50.1
 HW3564
 HW3564                          SUPERSEDED SURVEY CONTROL
 HW3564
 HW3564  NAD 83(1986)-  38 56 04.04923(N)    079 43 53.32459(W) AD(       ) 4
 HW3564  NAD 27      -  38 56 03.66400(N)    079 43 54.10200(W) AD(       ) 3
 HW3564
 HW3564.Superseded values are not recommended for survey control.
 HW3564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3564.See file dsdata.txt to determine how the superseded data were derived.
 HW3564
 HW3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD0994710268(NAD 83)
 HW3564_MARKER: 57 = LOOKOUT TOWER
 HW3564
 HW3564  HISTORY     - Date     Condition        Report By
 HW3564  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3564  HISTORY     - 1964     GOOD             CGS
 HW3564
 HW3564                          STATION DESCRIPTION
 HW3564
 HW3564'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3564'THE STATION IS LOCATED ABOUT 6-1/2 MILES AIRLINE EAST NORTHEAST
 HW3564'OF ELKINS, 4-3/4
 HW3564'MILES AIRLINE WEST NORTHWEST OF ALPENA, IN THE MONONGAHELA NATIONAL
 HW3564'FOREST.
 HW3564'
 HW3564'THE HOUSE IS ABOUT 12 FEET SQUARE AND SETS ON TOP OF A ROCK
 HW3564'FOUNDATION THAT IS ABOUT 20
 HW3564'FEET HIGH.  THE TOP OF THE ROOF IS ABOUT 30 FEET ABOVE THE GROUND.
 HW3564'THE APEX OF THE ROOF WAS INTERSECTED.
 HW3564
 HW3564                          STATION RECOVERY (1964)
 HW3564
 HW3564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 HW3564'THE LOOKOUT TOWER WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0312 ***********************************************************************
 HX0312  DESIGNATION -  BIG
 HX0312  PID         -  HX0312
 HX0312  STATE/COUNTY-  WV/UPSHUR
 HX0312  USGS QUAD   -  ROCK CAVE (1966)
 HX0312
 HX0312                         *CURRENT SURVEY CONTROL
 HX0312  ___________________________________________________________________
 HX0312* NAD 83(1995)-  38 47 40.62450(N)    080 15 30.88541(W)     ADJUSTED  
 HX0312* NAVD 88     -       731.544  (meters)    2400.07   (feet)  ADJUSTED  
 HX0312  ___________________________________________________________________
 HX0312  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 HX0312  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HX0312  DYNAMIC HT  -         731.022 (meters)    2398.36  (feet)  COMP
 HX0312  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 HX0312
 HX0312  HORZ ORDER  -  SECOND
 HX0312  VERT ORDER  -  SECOND    CLASS 0
 HX0312
 HX0312.The horizontal coordinates were established by classical geodetic methods
 HX0312.and adjusted by the National Geodetic Survey in April 1998..
 HX0312
 HX0312.The orthometric height was determined by differential leveling
 HX0312.and adjusted by the National Geodetic Survey in June 1991..
 HX0312
 HX0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX0312
 HX0312.The geoid height was determined by GEOID03.
 HX0312
 HX0312.The dynamic height is computed by dividing the NAVD 88
 HX0312.geopotential number by the normal gravity value computed on the
 HX0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0312.degrees latitude (g = 980.6199 gals.).
 HX0312
 HX0312.The modeled gravity was interpolated from observed gravity values.
 HX0312
 HX0312;                    North         East     Units Scale Factor Converg.
 HX0312;SPC WV S     -   199,446.210   664,410.047   MT  0.99998230   +0 27 30.0
 HX0312;UTM  17      - 4,294,246.528   564,386.500   MT  0.99965105   +0 27 52.3
 HX0312
 HX0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX0312!SPC WV S     -   0.99989016  x   0.99998230  =   0.99987246
 HX0312!UTM  17      -   0.99989016  x   0.99965105  =   0.99954125
 HX0312
 HX0312|---------------------------------------------------------------------|
 HX0312| PID    Reference Object                     Distance      Geod. Az  |
 HX0312|                                                           dddmmss.s |
 HX0312| HX0313 BIG RM 2                                           21020     |
 HX0312| HX0315 BIG AZ                                             3435438.9 |
 HX0312| HX0314 BIG USGS BM                          24.836 METERS 35537     |
 HX0312|---------------------------------------------------------------------|
 HX0312
 HX0312                          SUPERSEDED SURVEY CONTROL
 HX0312
 HX0312  NAD 83(1986)-  38 47 40.62995(N)    080 15 30.89668(W) AD(       ) 2
 HX0312  NAD 27      -  38 47 40.25890(N)    080 15 31.60780(W) AD(       ) 2
 HX0312  NGVD 29 (??/??/92)  731.707  (m)         2400.61   (f) ADJ UNCH    2 0
 HX0312
 HX0312.Superseded values are not recommended for survey control.
 HX0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0312.See file dsdata.txt to determine how the superseded data were derived.
 HX0312
 HX0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC6438694247(NAD 83)
 HX0312_MARKER: DS = TRIANGULATION STATION DISK
 HX0312_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX0312_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX0312_STAMPING: BIG 1956
 HX0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0312
 HX0312  HISTORY     - Date     Condition        Report By
 HX0312  HISTORY     - 1956     MONUMENTED       CGS
 HX0312  HISTORY     - 1962     GOOD             NGS
 HX0312
 HX0312                          STATION DESCRIPTION
 HX0312
 HX0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX0312'STATION IS LOCATED ABOUT 1O.0 MILES SOUTH OF BUCKHANNON, ABOUT 6-1/2
 HX0312'MILES SOUTHEAST OF FRENCH CREEK,
 HX0312'AND ON THE SUMMIT OF A HIGH KNOLL LOCALLY KNOWN AS BIG RUN POINT.
 HX0312'STATION IS 21 FEET NORTH OF TREE
 HX0312'WITH TRIANGLE BLAZE, 4 FEET SOUTHEAST OF WITNESS POST,
 HX0312'AND IN THE APPROXIMATE CENTER OF A SMALL CLEARING.
 HX0312'THE MARK PROJECTS 6 INCHES AND THE
 HX0312'DISK IS STAMPED BIG 1956.
 HX0312'
 HX0312'BIG RUN (USGS) IS AT THE END OF A CLEARED LINE, AND 93 FEET
 HX0312'NORTH-NORTHEAST OF A TREE
 HX0312'WITH TRIANGLE BLAZE.  THE MARK IS A STANDARD GEOLOGICAL SURVEY DISK
 HX0312'SET IN A 6 BY 6 INCH CONCRETE POST.
 HX0312'THE MARK IS FLUSH AND THERE IS NO STAMPING ON DISK.
 HX0312'
 HX0312'REFERENCE MARK NO. 2 IS 59 FEET WEST OF TRIANGLE BLAZED TREE.  THE
 HX0312'MARK PROJECTS 6 INCHES AND
 HX0312'THE DISK IS STAMPED BIG NO 2 1956.
 HX0312'*
 HX0312'AZIMUTH MARK IS 56 FEET EAST OF APPROXIMATE
 HX0312'CENTERLINE OF MACADAM ROAD, 10 FEET
 HX0312'SOUTH OF APPROXIMATE CENTERLINE OF DIRT ROAD, AND 3-1/2 FEET
 HX0312'EAST OF WITNESS POST.  THE MARK
 HX0312'PROJECTS 2 INCHES AND THE DISK IS STAMPED BIG 1956.
 HX0312'
 HX0312'TO REACH FROM THE RAILROAD DEPOT IN ADRIAN, GO SOUTH ON STATE HIGHWAY
 HX0312'NO. 4 AND 20 FOR 2.0 MILES
 HX0312'TO BRIDGE OVER FRENCH CREEK.  CONTINUE SOUTH ON STATE HIGHWAYS NO. 4
 HX0312'AND 20 FOR 2.5 MILES TO MACADAM
 HX0312'ROAD LEFT AT STATE GAME FARM.  TURN LEFT AND GO EAST ON
 HX0312'MACADAM ROAD (ALEXANDER ROAD) FOR 2.3 MILES TO
 HX0312'CARTER CHAPEL ON LEFT.  CONTINUE SOUTHEASTERLY
 HX0312'FOR 4.5 MILES TO SAW MILL ON RIGHT.  CONTINUE SOUTHERLY FOR 0.75
 HX0312'MILE TO AZIMUTH MARK
 HX0312'ON LEFT AT SIDE ROAD LEFT.  CONTINUE SOUTHERLY ON GRADED ROAD FOR 1.0
 HX0312'MILE TO REVERSED FORK ON LEFT AT
 HX0312'WAITING SHED.  TURN SHARP LEFT AND GO NORTHERLY ON FARM
 HX0312'DRIVEWAY FOR 0.15 MILE TO FARM HOUSE.
 HX0312'CONTINUE NORTH 0.05 MILE TO BARN.  TURN LEFT PASSING
 HX0312'TO NORTH OF BARN AND GO 0.05 MILE TO WOODS ROAD RIGHT.
 HX0312'TURN RIGHT AND GO NORTHERLY ON
 HX0312'WOODS ROAD FOR 0.15 MILE TO SUMMIT OF HILL AND STATION AS DESCRIBED.
 HX0312'
 HX0312'A TRAVERSE CONNECTION WAS MADE TO BIG RUN (USGS) AND THE DISTANCE IS
 HX0312'SHOWN ABOVE.
 HX0312'
 HX0312'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HX0312
 HX0312                          STATION RECOVERY (1962)
 HX0312
 HX0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX0312'2.7 MI NW FROM ALEXANDER.
 HX0312'ABOUT 2.5 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HX0312'OFFICE AT ALEXANDER, THENCE 0.1 MILE NORTHWEST ALONG A GRAVEL
 HX0312'DRIVE LEADING TO A FARM HOUSE PRESENTLY OWNED BY A MR. CARPENTER,
 HX0312'THENCE 0.1 MILE NORTHWEST ALONG A TRAIL TO THE HIGHEST POINT ON
 HX0312'BIG RUN KNOB, 22 FEET NORTHWEST OF A TRIANGULAR BLAZED MAPLE
 HX0312'TREE, 81 FEET SOUTH OF BENCH MARK USGS, 5 FEET EAST OF A WOODEN
 HX0312'WITNESS POST, AND IS SET ON TOP OF A 5-INCH ORANGEBURG PIPE THAT
 HX0312'IS FILLED WITH CONCRETE THAT PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2265 ***********************************************************************
 HY2265  DESIGNATION -  BIG
 HY2265  PID         -  HY2265
 HY2265  STATE/COUNTY-  WV/LINCOLN
 HY2265  USGS QUAD   -  BRANCHLAND (1987)
 HY2265
 HY2265                         *CURRENT SURVEY CONTROL
 HY2265  ___________________________________________________________________
 HY2265* NAD 83(1995)-  38 14 09.49511(N)    082 09 22.57567(W)     ADJUSTED  
 HY2265* NAVD 88     -       353.2    (meters)    1159.     (feet)  VERTCON   
 HY2265  ___________________________________________________________________
 HY2265  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 HY2265  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HY2265
 HY2265  HORZ ORDER  -  THIRD
 HY2265
 HY2265.The horizontal coordinates were established by classical geodetic methods
 HY2265.and adjusted by the National Geodetic Survey in April 1998..
 HY2265
 HY2265.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2265
 HY2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2265
 HY2265.The geoid height was determined by GEOID03.
 HY2265
 HY2265;                    North         East     Units Scale Factor Converg.
 HY2265;SPC WV S     -   137,810.009   498,778.265   MT  0.99992608   -0 42 53.3
 HY2265;UTM  17      - 4,232,628.997   398,807.025   MT  0.99972611   -0 42 56.4
 HY2265
 HY2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2265!SPC WV S     -   0.99994976  x   0.99992608  =   0.99987585
 HY2265!UTM  17      -   0.99994976  x   0.99972611  =   0.99967589
 HY2265
 HY2265|---------------------------------------------------------------------|
 HY2265| PID    Reference Object                     Distance      Geod. Az  |
 HY2265|                                                           dddmmss.s |
 HY2265| DB8739 BIG RM 1                              4.508 METERS 10941     |
 HY2265| DB8740 BIG RM 2                              5.866 METERS 19114     |
 HY2265| DB8738 BIG AZ MK                                          3280917.8 |
 HY2265|---------------------------------------------------------------------|
 HY2265
 HY2265                          SUPERSEDED SURVEY CONTROL
 HY2265
 HY2265  NAD 83(1995)-  38 14 09.49768(N)    082 09 22.57613(W) AD(       ) 3
 HY2265  NAD 83(1986)-  38 14 09.50194(N)    082 09 22.57936(W) AD(       ) 3
 HY2265  NAD 27      -  38 14 09.18790(N)    082 09 23.05440(W) AD(       ) 3
 HY2265  NGVD 29 (07/19/86)  353.4    (m)         1159.     (f) VERT ANG       
 HY2265
 HY2265.Superseded values are not recommended for survey control.
 HY2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2265.See file dsdata.txt to determine how the superseded data were derived.
 HY2265
 HY2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9880732629(NAD 83)
 HY2265_MARKER: DS = TRIANGULATION STATION DISK
 HY2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2265
 HY2265  HISTORY     - Date     Condition        Report By
 HY2265  HISTORY     - 1957     MONUMENTED       CGS
 HY2265
 HY2265                          STATION DESCRIPTION
 HY2265
 HY2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2265'THE STATION IS ON THE SUMMIT OF A BARE HILL NEAR THE HEAD OF BIG
 HY2265'CREEK, 3-1/2 MILES SOUTHEAST OF WEST HAMLIN AND 3-1/2 MILES SOUTHWEST
 HY2265'OF HAMLIN.
 HY2265'
 HY2265'TO REACH FROM THE RAILROAD DEPOT IN WEST HAMLIN, GO SOUTH ON STATE
 HY2265'HIGHWAY 10 FOR 0.1 MILE TO WHERE THE HIGHWAY TURNS RIGHT AND A STREET
 HY2265'TO THE LEFT, TURN LEFT AND GO EAST AND SOUTH FOR 0.15 MILE TO A
 HY2265'BRICK SCHOOL HOUSE ON THE LEFT, CONTINUE SOUTH ON GRAVEL ROAD FOR
 HY2265'1.4 MILE TO A SIDE ROAD RIGHT, KEEP STRAIGHT AHEAD FOR 0.4 MILE TO
 HY2265'A SCHOOL ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 0.8
 HY2265'MILE TO A SIDE ROAD RIGHT AND THE WELCOME HOME UNITED BAPTIST CHURCH
 HY2265'ON THE RIGHT, KEEP STRAIGHT AHEAD, ACROSS A CONCRETE BLOCK
 HY2265'CULVERT, FOR 0.2 MILE TO A SIDE ROAD LEFT (JUST AFTER CROSSING A
 HY2265'STREAM), CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO A REVERSE Y FORK,
 HY2265'KEEP STRAIGHT AHEAD FOR 0.1 MILE TO A DIM ROAD LEADING LEFT UP
 HY2265'HILL AND THE AZIMUTH MARK ON THE LEFT, KEEP STRAIGHT AHEAD ON MAIN
 HY2265'ROAD FOR 0.4 MILE TO AN OLD LOG SCHOOL HOUSE ON THE LEFT, CONTINUE
 HY2265'STRAIGHT AHEAD FOR 0.6 MILE TO A ROAD FORK AT THE TOP OF RIDGE,
 HY2265'TAKE RIGHT FORK AND GO SOUTH AROUND SIDE OF HILL FOR 0.45 MILE TO A
 HY2265'DIM TRACK ROAD LEADING SHARP LEFT UP HILL AND A 10 INCH OAK TREE
 HY2265'WITH A TRIANGLE BLAZE, PACK LEFT UP HILL FOR ABOUT 15 MINUTES TO
 HY2265'THE TOP OF HILL AND STATION.  A FOUR WHEEL DRIVE TRUCK CAN BE DRIVEN
 HY2265'TO THE STATION.
 HY2265'
 HY2265'STATION MARKS ARE STANDARD DISKS STAMPED BIG 1957.  THE SURFACE DISK
 HY2265'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS ON
 HY2265'THE HIGHEST POINT OF THE HILL 8 FEET NORTH NORTHWEST OF A CORNER
 HY2265'FENCE POST WITH A TRIANGLE BLAZE.  THE UNDERGROUND DISK IS SET IN AN
 HY2265'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 HY2265'
 HY2265'REFERENCE MARK NO.1, A STANDARD DISK STAMPED BIG NO 1 1957, IS SET IN
 HY2265'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 1 FOOT
 HY2265'NORTHEAST OF THE FENCE LINE AND 9 FEET EAST OF A CORNER FENCE POST
 HY2265'WITH A TRIANGLE BLAZE.
 HY2265'
 HY2265'REFERENCE MARK NO.2, A STANDARD DISK STAMPED BIG NO 2 1957, IS SET IN
 HY2265'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 1 FOOT WEST
 HY2265'OF THE FENCE LINE AND 16-1/2 FEET SOUTHWEST OF A CORNER FENCE POST
 HY2265'WITH A TRIANGLE BLAZE.
 HY2265'
 HY2265'AZIMUTH MARK IS A STANDARD DISK STAMPED BIG 1957, SET IN A SQUARE
 HY2265'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 69 FEET NORTH NORTHEAST
 HY2265'OF A POINT WHERE THE POWER LINE CROSSES THE MAIN ROAD, 39 FEET NORTH
 HY2265'OF THE CENTER OF THE GRAVEL ROAD AND 4-1/2 FEET WEST OF AN OLD
 HY2265'WELL.
 HY2265'
 HY2265'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3036 ***********************************************************************
 HX3036  DESIGNATION -  BIG
 HX3036  PID         -  HX3036
 HX3036  STATE/COUNTY-  WV/KANAWHA
 HX3036  USGS QUAD   -  BIG CHIMNEY (1976)
 HX3036
 HX3036                         *CURRENT SURVEY CONTROL
 HX3036  ___________________________________________________________________
 HX3036* NAD 83(1995)-  38 23 48.80023(N)    081 33 28.95420(W)     ADJUSTED  
 HX3036* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 HX3036  ___________________________________________________________________
 HX3036  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 HX3036  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HX3036
 HX3036  HORZ ORDER  -  SECOND
 HX3036
 HX3036.The horizontal coordinates were established by classical geodetic methods
 HX3036.and adjusted by the National Geodetic Survey in April 1998..
 HX3036
 HX3036.The orthometric height was scaled from a topographic map.
 HX3036
 HX3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3036
 HX3036.The geoid height was determined by GEOID03.
 HX3036
 HX3036;                    North         East     Units Scale Factor Converg.
 HX3036;SPC WV S     -   155,186.378   551,254.645   MT  0.99993253   -0 20 41.9
 HX3036;UTM  17      - 4,249,999.560   451,270.383   MT  0.99962924   -0 20 47.8
 HX3036
 HX3036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3036!SPC WV S     -   0.99997603  x   0.99993253  =   0.99990856
 HX3036!UTM  17      -   0.99997603  x   0.99962924  =   0.99960528
 HX3036
 HX3036|---------------------------------------------------------------------|
 HX3036| PID    Reference Object                     Distance      Geod. Az  |
 HX3036|                                                           dddmmss.s |
 HX3036| DC3810 BIG RM 1                             29.613 METERS 09619     |
 HX3036| DC3811 BIG RM 2                             42.380 METERS 20239     |
 HX3036| DC3809 BIG AZ MK                                          2354254.7 |
 HX3036| HX3039 CREED RM 4                          APPROX. 0.9 KM 3501037.2 |
 HX3036|---------------------------------------------------------------------|
 HX3036
 HX3036                          SUPERSEDED SURVEY CONTROL
 HX3036
 HX3036  NAD 83(1995)-  38 23 48.80772(N)    081 33 28.96048(W) AD(       ) 2
 HX3036  NAD 83(1986)-  38 23 48.80834(N)    081 33 28.96070(W) AD(       ) 2
 HX3036  NAD 27      -  38 23 48.45800(N)    081 33 29.51600(W) AD(       ) 2
 HX3036
 HX3036.Superseded values are not recommended for survey control.
 HX3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3036.See file dsdata.txt to determine how the superseded data were derived.
 HX3036
 HX3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5127050000(NAD 83)
 HX3036_MARKER: DS = TRIANGULATION STATION DISK
 HX3036_SETTING: 0 = UNSPECIFIED SETTING
 HX3036
 HX3036  HISTORY     - Date     Condition        Report By
 HX3036  HISTORY     - 1944     MONUMENTED       CGS
 HX3036  HISTORY     - 1958     GOOD             CGS
 HX3036  HISTORY     - 1961     GOOD             CGS
 HX3036  HISTORY     - 1970     GOOD             LOCENG
 HX3036
 HX3036                          STATION DESCRIPTION
 HX3036
 HX3036'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3036'STATION IS LOCATED BETWEEN THE RAILROAD TRACKS AND U.S. HIGHWAY 119
 HX3036'IN THE SMALL VILLAGE OF
 HX3036'CREED, ABOUT 6 MILES NE OF CHARLESTON.  IT IS 29.7 FEET
 HX3036'N OF THE CENTER LINE OF THE
 HX3036'TRACKS, 60 FEET W OF THE CENTER LINE
 HX3036'OF THE ROAD, AND 5.2 FEET SW OF A WITNESS
 HX3036'POST.  THE DISK IS STAMPED
 HX3036'BIG 1944.
 HX3036'
 HX3036'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3036'DISKS SET IN
 HX3036'CONCRETE.
 HX3036'
 HX3036'REFERENCE MARK 1 IS 3.3 FEET E OF THE NW CORNER OF A STONE
 HX3036'WALL AND 31.3 FEET
 HX3036'S OF THE CENTER LINE OF THE RAILROAD TRACKS.
 HX3036'IT IS STAMPED BIG NO 1 1944.
 HX3036'
 HX3036'REFERENCE MARK 2 IS 1 FOOT N OF A WOODEN FENCE AND 50.7
 HX3036'FEET S OF THE
 HX3036'CENTER LINE OF THE RAILROAD TRACKS.  IT IS STAMPED
 HX3036'BIG NO 2 1944.
 HX3036'
 HX3036'AZIMUTH MARK IS ON THE S SIDE OF THE TRACKS, 11 FEET N OF
 HX3036'THE CENTER LINE OF
 HX3036'THE ROAD, 30.5 FEET S OF THE CENTER LINE OF
 HX3036'THE TRACKS, AND 5.5 FEET ESE OF A
 HX3036'WITNESS POST.  IT IS STAMPED
 HX3036'BIG 1944.
 HX3036'
 HX3036'TO REACH THE STATION FROM THE NW JCT. OF U.S. HIGHWAY 119
 HX3036'AND U.S. HIGHWAY
 HX3036'60 AND 21 AT CHARLESTON, GO NE ON HIGHWAY 119
 HX3036'FOR 6.1 MILES TO A T-ROAD RIGHT IN
 HX3036'THE VILLAGE OF CREED, TURN
 HX3036'RIGHT AND GO 0.05 MILE TO THE RAILROAD TRACKS AND
 HX3036'STATION ON THE
 HX3036'RIGHT.  TURN RIGHT ON THE S SIDE OF THE TRACKS AND GO 0.3 MILE
 HX3036'TO THE AZIMUTH
 HX3036'MARK ON THE RIGHT.
 HX3036'
 HX3036'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HX3036
 HX3036                          STATION RECOVERY (1958)
 HX3036
 HX3036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3036'THE STATION AND REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 HX3036'WERE RECOVERED AS
 HX3036'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 HX3036
 HX3036                          STATION RECOVERY (1961)
 HX3036
 HX3036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 HX3036'THE STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED AS
 HX3036'DESCRIBED AND FOUND TO BE
 HX3036'IN GOOD CONDITION.  THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE
 HX3036'GROUND AS A TREE HAS GROWN
 HX3036'DIRECTLY IN LINE NEAR THE STATION.
 HX3036
 HX3036                          STATION RECOVERY (1970)
 HX3036
 HX3036'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (LC)
 HX3036'THE STATION AND THE AZIMUTH MARK WAS RECOVERED.  REFERENCE MARK WERE
 HX3036'WERE NOT RECOVERED.  THE ARROW ON THE AZIMUTH MARK IS OFF ABOUT 10
 HX3036'DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0315 ***********************************************************************
 HX0315  DESIGNATION -  BIG AZ
 HX0315  PID         -  HX0315
 HX0315  STATE/COUNTY-  WV/UPSHUR
 HX0315  USGS QUAD   -  ROCK CAVE (1966)
 HX0315
 HX0315                         *CURRENT SURVEY CONTROL
 HX0315  ___________________________________________________________________
 HX0315* NAD 83(1986)-  38 48 12.     (N)    080 15 42.     (W)     SCALED    
 HX0315* NAVD 88     -       660.969  (meters)    2168.53   (feet)  ADJUSTED  
 HX0315  ___________________________________________________________________
 HX0315  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HX0315  DYNAMIC HT  -         660.498 (meters)    2166.98  (feet)  COMP
 HX0315  MODELED GRAV-     979,893.9   (mgal)                       NAVD 88
 HX0315
 HX0315  VERT ORDER  -  SECOND    CLASS 0
 HX0315
 HX0315.The horizontal coordinates were scaled from a topographic map and have
 HX0315.an estimated accuracy of +/- 6 seconds.
 HX0315
 HX0315.The orthometric height was determined by differential leveling
 HX0315.and adjusted by the National Geodetic Survey in June 1991..
 HX0315
 HX0315.The geoid height was determined by GEOID03.
 HX0315
 HX0315.The dynamic height is computed by dividing the NAVD 88
 HX0315.geopotential number by the normal gravity value computed on the
 HX0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0315.degrees latitude (g = 980.6199 gals.).
 HX0315
 HX0315.The modeled gravity was interpolated from observed gravity values.
 HX0315
 HX0315;                    North         East    Units  Estimated Accuracy
 HX0315;SPC WV S     -   200,410.      664,130.      MT  (+/- 180 meters Scaled)
 HX0315
 HX0315                          SUPERSEDED SURVEY CONTROL
 HX0315
 HX0315  NGVD 29 (??/??/92)  661.133  (m)         2169.07   (f) ADJ UNCH    2 0
 HX0315
 HX0315.Superseded values are not recommended for survey control.
 HX0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0315.See file dsdata.txt to determine how the superseded data were derived.
 HX0315
 HX0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC641952(NAD 83)
 HX0315_MARKER: DZ = AZIMUTH MARK DISK
 HX0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0315_STAMPING: BIG 1956
 HX0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0315+STABILITY: SURFACE MOTION
 HX0315
 HX0315  HISTORY     - Date     Condition        Report By
 HX0315  HISTORY     - 1956     MONUMENTED       CGS
 HX0315  HISTORY     - 1962     GOOD             NGS
 HX0315
 HX0315                          STATION DESCRIPTION
 HX0315
 HX0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0315'3.5 MI NW FROM ALEXANDER.
 HX0315'ABOUT 3.5 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HX0315'OFFICE AT ALEXANDER, AT A ROAD JUNCTION WITH A ROAD LEADING TO
 HX0315'THE NORTHEAST, AN AT A PURE OIL SERVICE STATION AND GROCERY
 HX0315'STORE COMBINED, 55 1/2 FEET EAST OF THE CENTER LINE OF THE BLACK
 HX0315'TOP ROAD, 10 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVEL
 HX0315'ROAD, 37 FEET SOUTHEAST OF THE CORNER OF THE SERVICE STATION,
 HX0315'1 1/2 FEET SOUTHWEST OF A STEEL WITNESS POST, AND ABOUT LEVEL
 HX0315'WITH THE GROUND, AND IS SET IN THE TOP OF A CONCRETE POST
 HX0315'THAT PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3024 ***********************************************************************
 HX3024  DESIGNATION -  BIG KNOB
 HX3024  PID         -  HX3024
 HX3024  STATE/COUNTY-  WV/KANAWHA
 HX3024  USGS QUAD   -  CLENDENIN (1976)
 HX3024
 HX3024                         *CURRENT SURVEY CONTROL
 HX3024  ___________________________________________________________________
 HX3024* NAD 83(1995)-  38 26 15.97031(N)    081 19 02.07835(W)     ADJUSTED  
 HX3024* NAVD 88     -       443.2    (meters)    1454.     (feet)  VERTCON   
 HX3024  ___________________________________________________________________
 HX3024  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 HX3024  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HX3024
 HX3024  HORZ ORDER  -  FIRST
 HX3024
 HX3024.The horizontal coordinates were established by classical geodetic methods
 HX3024.and adjusted by the National Geodetic Survey in April 1998..
 HX3024
 HX3024.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3024
 HX3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3024
 HX3024.The geoid height was determined by GEOID03.
 HX3024
 HX3024;                    North         East     Units Scale Factor Converg.
 HX3024;SPC WV S     -   159,624.654   572,303.978   MT  0.99993542   -0 11 46.0
 HX3024;UTM  17      - 4,254,435.925   472,313.182   MT  0.99960944   -0 11 50.0
 HX3024
 HX3024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3024!SPC WV S     -   0.99993560  x   0.99993542  =   0.99987102
 HX3024!UTM  17      -   0.99993560  x   0.99960944  =   0.99954506
 HX3024
 HX3024:                Primary Azimuth Mark                     Grid Az
 HX3024:SPC WV S     -  MAYSEL UNITED NATURAL GAS MAST           053 24 01.3
 HX3024:UTM  17      -  MAYSEL UNITED NATURAL GAS MAST           053 24 05.3
 HX3024
 HX3024|---------------------------------------------------------------------|
 HX3024| PID    Reference Object                     Distance      Geod. Az  |
 HX3024|                                                           dddmmss.s |
 HX3024| HX2964 MAYSEL UNITED NATURAL GAS MAST      APPROX.14.4 KM 0531215.3 |
 HX3024| DC3822 BIG KNOB AZ MK                                     0800729.0 |
 HX3024| HX3022 GLEN ATT RELAY TOWER                APPROX. 7.8 KM 1390617.9 |
 HX3024| DC3823 BIG KNOB RM 1                        14.265 METERS 19346     |
 HX3024| DC3824 BIG KNOB RM 2                        12.551 METERS 32915     |
 HX3024| HX3025 CLENDENIN UNITED GAS CO RADIO       APPROX. 6.1 KM 3564435.4 |
 HX3024|---------------------------------------------------------------------|
 HX3024
 HX3024                          SUPERSEDED SURVEY CONTROL
 HX3024
 HX3024  NAD 83(1986)-  38 26 15.97842(N)    081 19 02.08566(W) AD(       ) 1
 HX3024  NAD 27      -  38 26 15.61900(N)    081 19 02.66400(W) AD(       ) 1
 HX3024  NGVD 29 (07/19/86)  443.4    (m)         1455.     (f) VERT ANG       
 HX3024
 HX3024.Superseded values are not recommended for survey control.
 HX3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3024.See file dsdata.txt to determine how the superseded data were derived.
 HX3024
 HX3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7231354436(NAD 83)
 HX3024_MARKER: DB = BENCH MARK DISK
 HX3024_SETTING: 80 = SET IN A BOULDER
 HX3024_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HX3024
 HX3024  HISTORY     - Date     Condition        Report By
 HX3024  HISTORY     - 1944     MONUMENTED       USGS
 HX3024  HISTORY     - 1961     GOOD             CGS
 HX3024
 HX3024                          STATION DESCRIPTION
 HX3024
 HX3024'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 HX3024'STATION
 HX3024'IS LOCATED ABOUT 6
 HX3024'MILES BY ROAD S OF CLENDENIN, ON A TIMBERED
 HX3024'HILL.  IT IS ON LAND OWNED BY THE
 HX3024'KING SIMMONS COAL COMPANY.  THE
 HX3024'MARK WAS SET ON THE HIGHEST GROUND.
 HX3024'
 HX3024'STATION IS MARKED BY A STANDARD U.S. GEOLOGICAL SURVEY BENCHMARK
 HX3024'DISK WHICH IS
 HX3024'CEMENTED IN A BOULDER ABOUT 3 FEET IN DIAMETER.
 HX3024'NO STAMPINGS APPEAR ON THE DISK.
 HX3024'
 HX3024'REFERENCE MARK 1 IS ON THE S SLOPE OF THE HILL.  IT IS A
 HX3024'BRONZE REFERENCE
 HX3024'DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.
 HX3024'IT IS STAMPED BIG KNOB USGS NO 1 1944.
 HX3024'
 HX3024'REFERENCE MARK 2 IS ON THE N SLOPE OF THE HILL.  IT IS A
 HX3024'BRONZE REFERENCE
 HX3024'DISK CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 HX3024'IT IS STAMPED BIG KNOB USGS NO 2 1944.
 HX3024'
 HX3024'AZIMUTH MARK IS AT THE SITE OF SEVERAL ABANDONED LOG BUILDINGS.
 HX3024'IT IS 9 FEET W OF
 HX3024'A LOG CABIN, 8 FEET N OF A DIM TRACK
 HX3024'ROAD, AND 4 FEET W OF A WITNESS
 HX3024'POST.  IT IS A BRONZE AZIMUTH
 HX3024'DISK SET IN THE TOP OF A CONCRETE POST AND IS
 HX3024'STAMPED BIG KNOB USGS 1944.
 HX3024'
 HX3024'TO REACH THE STATION FROM THE STEEL BRIDGE OVER THE ELK
 HX3024'RIVER, GO S
 HX3024'THROUGH THE BUSINESS DISTRICT OF CLENDENIN FOR 0.1
 HX3024'MILE, TURN LEFT AT THE
 HX3024'T-INTERSECTION ON A CONCRETE ROAD AND FOLLOW
 HX3024'ALONG THE N SIDE OF RAILROAD TRACKS FOR
 HX3024'0.55 MILE TO BIG
 HX3024'SANDY SCHOOL ON THE LEFT.  TURN RIGHT ACROSS TRACKS, THEN
 HX3024'LEFT FOR
 HX3024'0.05 MILE TO THE END OF PAVEMENT AND A DIRT ROAD RIGHT.  TURN
 HX3024'RIGHT FOR 0.6 MILE.
 HX3024'AT THIS POINT TWO ROADS FORK TO THE RIGHT,
 HX3024'TURN RIGHT ON THE LEFT FORK OF THE TWO
 HX3024'AND CONTINUE UPGRADE FOR
 HX3024'4.55 MILES TO THE END OF TRUCK TRAVEL AT THE CREST OF A
 HX3024'HILL.  FROM
 HX3024'THIS POINT THE STATION IS ON THE HILL TO THE LEFT, A DISTANCE
 HX3024'OF ABOUT 60 YARDS.
 HX3024'
 HX3024'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL,
 HX3024'DRIVE S FOR ABOUT
 HX3024'0.05 MILE, TURN LEFT ON A DIM TRACK ROAD AND
 HX3024'FOLLOW AROUND THE S BASE OF THE HILL
 HX3024'FOR 0.25 MILE TO THE AZIMUTH
 HX3024'MARK JUST W OF THE SECOND LOG BUILDING.
 HX3024'
 HX3024'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 HX3024
 HX3024                          STATION RECOVERY (1961)
 HX3024
 HX3024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX3024'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 HX3024'IN GOOD CONDITION.
 HX3024'A DIFFERENCE WAS FOUND IN THE DIRECTION TO AZIMUTH
 HX3024'MARK AND REFERENCE MARK NO. 2.  THE
 HX3024'ROAD LEADING FROM THE STATION TO THE
 HX3024'AZIMUTH MARK IS NOW GROWN OVER WITH BRUSH AND SMALL
 HX3024'TREES AND IS NO LONGER
 HX3024'PASSABLE FOR VEHICLE.  ONLY ONE OF THE CABINS MENTIONED IN THE
 HX3024'ORIGINAL DESCRIPTION
 HX3024'REMAINS BUT IS DILAPIDATED.  AZIMUTH MARK IS ABOUT 25 YARDS
 HX3024'EAST OF DILAPIDATED CABIN, 7
 HX3024'1/2 FEET SOUTHEAST OF AN 8 INCH OAK TREE AND 1.3
 HX3024'FEET SOUTHEAST OF WITNESS POST.  THE MARK
 HX3024'PROJECTS 2 INCHES.
 HX3024'
 HX3024'THE ORIGINAL DESCRIPTION OF STATION IS ADEQUATE, HOWEVER DUE TO
 HX3024'CHANGES IN ROADS,
 HX3024'A NEW TO REACH FOLLOWS-
 HX3024'
 HX3024'TO REACH FROM THE STEEL BRIDGE OVER THE ELK RIVER IN CLENDENIN, GO
 HX3024'SOUTH ON SURFACED
 HX3024'ROAD FOR 0.1 MILE TO INTERSECTION OF MAYWOOD AVENUE.
 HX3024'TURN LEFT AND GO EAST ON MAYWOOD
 HX3024'AVENUE FOR 0.4 MILE TO SIDE ROAD RIGHT.
 HX3024'TURN RIGHT, CROSS RAILROAD TRACKS THENCE LEFT AND
 HX3024'GO EAST ON KANAWHA
 HX3024'AVENUE FOR 0.25 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO
 HX3024'SOUTHEASTERLY ON SIXTH
 HX3024'STREET FOR 0.5 MILE TO ANGLING CROSSROADS.  CONTINUE EASTERLY
 HX3024'UP HILL FOR 1.15 MILES TO
 HX3024'FORKS.  TAKE RIGHT FORK AND GO UP HILL FOR 4.2
 HX3024'MILES TO SMALL BRIDGE JUST AFTER PASSING SAW
 HX3024'MILL ON LEFT.  CONTINUE ON
 HX3024'MAIN ROAD FOR 0.5 MILE TO REVERSED FORKS.  CONTINUE 0.4 MILE TO
 HX3024'REVERSED FORKS AT DRY
 HX3024'RIDGE SCHOOL.  TURN SHARP RIGHT AND GO 0.05 MILE TO FORKS.
 HX3024'TAKE LEFT FORK AND GO 0.75 MILE
 HX3024'TO OLD CONCRETE BASE OF HOUSE ON LEFT.
 HX3024'CONTINUE 0.4 MILE TO DIM CROSSROADS AT TOP OF
 HX3024'HILL.  CONTINUE 0.2 MILE TO
 HX3024'FORKS.  TAKE LEFT FORK AND GO 0.35 TO A DRIVEWAY TO HOUSE WITH
 HX3024'TIN ROOF.  CONTINUE
 HX3024'0.1 MILE TO FORKS.  TAKE RIGHT FORK AND GO 0.5 MILE TO FORKS.
 HX3024'TAKE RIGHT FORK AND GO 0.8
 HX3024'MILE TO DIM TRACK ROAD RIGHT.  TURN RIGHT AND
 HX3024'GO 0.05 MILE TO END OF TRUCK TRAVEL.  PACK
 HX3024'LEFT (NORTHERLY) FOR 0.05 MILE
 HX3024'TO TOP OF HILL AND STATION.
 HX3024'
 HX3024'TO REACH AZIMUTH MARK FROM END OF TRUCK TRAVEL PACK EASTERLY ALONG
 HX3024'THE SOUTH BASE OF
 HX3024'HILL ON VERY DIM ROAD WHICH IS GROWN OVER WITH BRUSH
 HX3024'FOR ABOUT 0.25 MILE TO OLD CABIN AND
 HX3024'AZIMUTH MARK AS DESCRIBED.
 HX3024'
 HX3024'NOTE- CONSIDERABLE CLEARING NECESSARY TO MAKE AZIMUTH MARK VISIBLE
 HX3024'FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2929 ***********************************************************************
 HX2929  DESIGNATION -  BIG MT
 HX2929  PID         -  HX2929
 HX2929  STATE/COUNTY-  WV/WEBSTER
 HX2929  USGS QUAD   -  ERBACON (1976)
 HX2929
 HX2929                         *CURRENT SURVEY CONTROL
 HX2929  ___________________________________________________________________
 HX2929* NAD 83(1995)-  38 36 09.88087(N)    080 30 47.24460(W)     ADJUSTED  
 HX2929* NAVD 88     -       711.1    (meters)    2333.     (feet)  VERTCON   
 HX2929  ___________________________________________________________________
 HX2929  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 HX2929  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 HX2929
 HX2929  HORZ ORDER  -  SECOND
 HX2929
 HX2929.The horizontal coordinates were established by classical geodetic methods
 HX2929.and adjusted by the National Geodetic Survey in April 1998..
 HX2929
 HX2929.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2929
 HX2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2929
 HX2929.The geoid height was determined by GEOID03.
 HX2929
 HX2929;                    North         East     Units Scale Factor Converg.
 HX2929;SPC WV S     -   178,000.892   642,408.963   MT  0.99995226   +0 18 03.5
 HX2929;UTM  17      - 4,272,806.622   542,394.333   MT  0.99962213   +0 18 13.6
 HX2929
 HX2929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2929!SPC WV S     -   0.99989339  x   0.99995226  =   0.99984565
 HX2929!UTM  17      -   0.99989339  x   0.99962213  =   0.99951556
 HX2929
 HX2929|---------------------------------------------------------------------|
 HX2929| PID    Reference Object                     Distance      Geod. Az  |
 HX2929|                                                           dddmmss.s |
 HX2929| DC3825 BIG MT RM 1                          24.065 METERS 17233     |
 HX2929| HX2901 LOCUST                              APPROX.13.7 KM 1810058.4 |
 HX2929| DC3826 BIG MT RM 2                          20.102 METERS 20542     |
 HX2929|---------------------------------------------------------------------|
 HX2929
 HX2929                          SUPERSEDED SURVEY CONTROL
 HX2929
 HX2929  NAD 83(1986)-  38 36 09.88705(N)    080 30 47.25598(W) AD(       ) 2
 HX2929  NAD 27      -  38 36 09.50790(N)    080 30 47.93670(W) AD(       ) 2
 HX2929  NGVD 29 (07/19/86)  711.3    (m)         2334.     (f) VERT ANG       
 HX2929
 HX2929.Superseded values are not recommended for survey control.
 HX2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2929.See file dsdata.txt to determine how the superseded data were derived.
 HX2929
 HX2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC4239472807(NAD 83)
 HX2929_MARKER: DS = TRIANGULATION STATION DISK
 HX2929_SETTING: 0 = UNSPECIFIED SETTING
 HX2929
 HX2929  HISTORY     - Date     Condition        Report By
 HX2929  HISTORY     - 1961     MONUMENTED       CGS
 HX2929
 HX2929                          STATION DESCRIPTION
 HX2929
 HX2929'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2929'STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBER COVERED RIDGE
 HX2929'WHICH IS LOCALLY
 HX2929'KNOWN AS BIG MOUNTAIN, ABOUT 2 MILES SOUTH AND 1-1/2
 HX2929'MILES WEST OF THE ELK RIVER, 10-1/2
 HX2929'MILES NORTHWEST OF WEBSTER SPRINGS AND
 HX2929'THREE MILES EAST-SOUTHEAST OF THE SMALL VILLAGE OF
 HX2929'CENTRALIA.
 HX2929'
 HX2929'STATION IS REACHED FROM THE INTERSECTION OF MAIN AND SECOND STREETS
 HX2929'IN SUTTON.  GO
 HX2929'SOUTHWEST ON U.S. HIGHWAY 19, CROSSING A STEEL BRIDGE WHICH
 HX2929'SPANS THE ELK RIVER FOR 4.2
 HX2929'MILES.  TURN LEFT, EAST, AND FOLLOW A MACADAM
 HX2929'ROAD, TOWARD CENTRALIA FOR 2.8 MILES AND END
 HX2929'OF MACADAM ROAD, CONTINUE
 HX2929'STRAIGHT AHEAD ON A GRAVELED ROAD FOR 1.6 MILES TO A Y-FORK AND
 HX2929'A CONCRETE BLOCK CHURCH
 HX2929'BUILDING IN THE Y, KEEP LEFT AND CONTINUE ON GRAVELED ROAD
 HX2929'FOR 2.8 MILES TO A WHITE SCHOOL
 HX2929'BUILDING ON THE RIGHT AND ROAD FORK, KEEP
 HX2929'RIGHT AND CONTINUE FOR 3.5 MILES, PASSING THROUGH
 HX2929'THE SMALL VILLAGE OF
 HX2929'CENTRALIA TO A LARGE CONCRETE BRIDGE, CROSS THE BRIDGE AND CONTINUE
 HX2929'FOR 0.7 MILE TO A
 HX2929'FORK, KEEP LEFT AND CONTINUE FOR 1.5 MILES TO A FORK, KEEP
 HX2929'RIGHT AND CONTINUE ON A DIRT
 HX2929'ROAD FOR 0.15 MILE.  TURN SHARP RIGHT, UPHILL
 HX2929'AND GO 1.5 MILES TO AN OLD GAS WELL CASING ON
 HX2929'THE RIGHT, BEAR RIGHT AND
 HX2929'CONTINUE UPHILL ON A DIM TRACK ROAD FOR 1.8 MILES TO A 4-INCH
 HX2929'TRIANGULAR BLAZED
 HX2929'TREE ON THE RIGHT AND THE STATION ABOUT 90 FEET NORTH-NORTHEAST OF
 HX2929'THE BLAZED TREE.
 HX2929'
 HX2929'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF CONCRETE FILLED
 HX2929'3-INCH ORANGEBURG
 HX2929'
 HX2929'STATION MARK IS STAMPED BIG MT 1961 AND PROJECTS ABOUT 3 INCHES.  IT
 HX2929'IS 2 FEET WEST OF A
 HX2929'METAL WITNESS POST AND 22.4 FEET NORTH-NORTHWEST OF A
 HX2929'7-INCH TRIANGULAR BLAZED OAK TREE.
 HX2929'
 HX2929'REFERENCE MARK NUMBER 1 IS STAMPED BIG MT NO 1 1961 AND PROJECTS
 HX2929'ABOUT 6 INCHES.  IT
 HX2929'IS 59 FEET SOUTH OF THE 7-INCH BLAZED TREE, 23 FEET NORTHEAST
 HX2929'OF THE 4-INCH BLAZED TREE AND 13
 HX2929'FEET EAST-NORTHEAST OF THE CENTER OF A
 HX2929'BLAZED TRAIL.
 HX2929'
 HX2929'REFERENCE MARK NUMBER 2 IS STAMPED BIG MT NO 2 1961 AND PROJECTS
 HX2929'ABOUT 8 INCHES.  IT
 HX2929'IS 12 FEET WEST-NORTHWEST OF A 6 INCH TRIANGULAR BLAZED OAK
 HX2929'TREE AND 67 FEET NORTHWEST OF
 HX2929'THE WITNESS POST.
 HX2929'
 HX2929'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0313 ***********************************************************************
 HX0313  DESIGNATION -  BIG RM 2
 HX0313  PID         -  HX0313
 HX0313  STATE/COUNTY-  WV/UPSHUR
 HX0313  USGS QUAD   -  ROCK CAVE (1966)
 HX0313
 HX0313                         *CURRENT SURVEY CONTROL
 HX0313  ___________________________________________________________________
 HX0313* NAD 83(1986)-  38 47 40.     (N)    080 15 30.     (W)     SCALED    
 HX0313* NAVD 88     -       730.224  (meters)    2395.74   (feet)  ADJUSTED  
 HX0313  ___________________________________________________________________
 HX0313  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HX0313  DYNAMIC HT  -         729.703 (meters)    2394.03  (feet)  COMP
 HX0313  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 HX0313
 HX0313  VERT ORDER  -  SECOND    CLASS 0
 HX0313
 HX0313.The horizontal coordinates were scaled from a topographic map and have
 HX0313.an estimated accuracy of +/- 6 seconds.
 HX0313
 HX0313.The orthometric height was determined by differential leveling
 HX0313.and adjusted by the National Geodetic Survey in June 1991..
 HX0313
 HX0313.The geoid height was determined by GEOID03.
 HX0313
 HX0313.The dynamic height is computed by dividing the NAVD 88
 HX0313.geopotential number by the normal gravity value computed on the
 HX0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0313.degrees latitude (g = 980.6199 gals.).
 HX0313
 HX0313.The modeled gravity was interpolated from observed gravity values.
 HX0313
 HX0313;                    North         East    Units  Estimated Accuracy
 HX0313;SPC WV S     -   199,430.      664,430.      MT  (+/- 180 meters Scaled)
 HX0313
 HX0313                          SUPERSEDED SURVEY CONTROL
 HX0313
 HX0313  NGVD 29 (??/??/92)  730.386  (m)         2396.27   (f) ADJ UNCH    2 0
 HX0313
 HX0313.Superseded values are not recommended for survey control.
 HX0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0313.See file dsdata.txt to determine how the superseded data were derived.
 HX0313
 HX0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC644942(NAD 83)
 HX0313_MARKER: DR = REFERENCE MARK DISK
 HX0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX0313_STAMPING: BIG NO 2 1956
 HX0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0313
 HX0313  HISTORY     - Date     Condition        Report By
 HX0313  HISTORY     - 1956     MONUMENTED       CGS
 HX0313  HISTORY     - 1962     GOOD             NGS
 HX0313
 HX0313                          STATION DESCRIPTION
 HX0313
 HX0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0313'2.7 MI NW FROM ALEXANDER.
 HX0313'ABOUT 2.5 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HX0313'OFFICE AT ALEXANDER, THENCE 0.1 MILE NORTHWEST ALONG A GRAVEL
 HX0313'DRIVE LEADING TO A FARM HOUSE PRESENTLY OWNED BY A MR. CARPENTER,
 HX0313'THENCE 0.1 MILE NORTHWEST ALONG A TRAIL TO THE HIGHEST POINT
 HX0313'ON BIG RUN KNOB, 62 FEET SOUTHWEST OF BIG (STATION), AND IS SET
 HX0313'IN THE TOP OF A 5-INCH ORANGEBURG PIPE THAT IS FILLED WITH
 HX0313'CONCRETE AND PROJECTS ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3130 ***********************************************************************
 HX3130  DESIGNATION -  BIG ROCKS RESET
 HX3130  PID         -  HX3130
 HX3130  STATE/COUNTY-  WV/PUTNAM
 HX3130  USGS QUAD   -  GARRETTS BEND (1978)
 HX3130
 HX3130                         *CURRENT SURVEY CONTROL
 HX3130  ___________________________________________________________________
 HX3130* NAD 83(1995)-  38 20 51.23564(N)    081 55 29.06723(W)     ADJUSTED  
 HX3130* NAVD 88     -       356.0    (meters)    1168.     (feet)  VERTCON   
 HX3130  ___________________________________________________________________
 HX3130  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 HX3130  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 HX3130
 HX3130  HORZ ORDER  -  FIRST
 HX3130
 HX3130.The horizontal coordinates were established by classical geodetic methods
 HX3130.and adjusted by the National Geodetic Survey in April 1998..
 HX3130
 HX3130.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3130
 HX3130.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3130
 HX3130.The geoid height was determined by GEOID03.
 HX3130
 HX3130;                    North         East     Units Scale Factor Converg.
 HX3130;SPC WV S     -   149,968.172   519,169.592   MT  0.99992972   -0 34 18.0
 HX3130;UTM  17      - 4,244,783.872   419,194.088   MT  0.99968041   -0 34 25.6
 HX3130
 HX3130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3130!SPC WV S     -   0.99994935  x   0.99992972  =   0.99987907
 HX3130!UTM  17      -   0.99994935  x   0.99968041  =   0.99962977
 HX3130
 HX3130:                Primary Azimuth Mark                     Grid Az
 HX3130:SPC WV S     -  BIG ROCKS AZ MK                          101 16 51.1
 HX3130:UTM  17      -  BIG ROCKS AZ MK                          101 16 58.7
 HX3130
 HX3130|---------------------------------------------------------------------|
 HX3130| PID    Reference Object                     Distance      Geod. Az  |
 HX3130|                                                           dddmmss.s |
 HX3130| DC3829 BIG ROCKS AZ MK                                    1004233.1 |
 HX3130| DC3830 BIG ROCKS RM 1                       19.459 METERS 12554     |
 HX3130| DC3831 BIG ROCKS RM 2                       16.030 METERS 25130     |
 HX3130|---------------------------------------------------------------------|
 HX3130
 HX3130                          SUPERSEDED SURVEY CONTROL
 HX3130
 HX3130  NAD 83(1995)-  38 20 51.24084(N)    081 55 29.07170(W) AD(       ) 1
 HX3130  NAD 83(1986)-  38 20 51.24343(N)    081 55 29.07314(W) AD(       ) 1
 HX3130  NAD 27      -  38 20 50.91200(N)    081 55 29.60100(W) AD(       ) 1
 HX3130  NGVD 29 (07/19/86)  356.2    (m)         1169.     (f) VERT ANG       
 HX3130
 HX3130.Superseded values are not recommended for survey control.
 HX3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3130.See file dsdata.txt to determine how the superseded data were derived.
 HX3130
 HX3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC1919444784(NAD 83)
 HX3130_MARKER: Z = SEE DESCRIPTION
 HX3130_SETTING: 0 = UNSPECIFIED SETTING
 HX3130
 HX3130  HISTORY     - Date     Condition        Report By
 HX3130  HISTORY     - 1944     MONUMENTED       CGS
 HX3130  HISTORY     - 1891     GOOD             CGS
 HX3130  HISTORY     - 1944     SEE DESCRIPTION  CGS
 HX3130
 HX3130                          STATION DESCRIPTION
 HX3130
 HX3130'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (WBF)
 HX3130'ON THE HIGHEST POINT OF BIG ROCKS HILL, ABOUT 5-3/4 MILES IN A
 HX3130'SW DIRECTION FROM ST. ALBANS.
 HX3130'
 HX3130'STATION IS MARKED BY A NAIL SET IN CONCRETE AT THE CENTER
 HX3130'OF THE TOP OF A
 HX3130'TILE 6 INCHES IN DIAMETER AND 2 FEET LONG.  THE
 HX3130'TILE IS FILLED WITH CONCRETE AND
 HX3130'IS SET FLUSH WITH THE SURFACE
 HX3130'OF THE GROUND.  THE UNDERGROUND MARK IS AN
 HX3130'EARTHENWARE PYRAMID
 HX3130'SET ABOUT 3 FEET BELOW THE SURFACE.
 HX3130'
 HX3130'THERE ARE FOUR REFERENCE MARKS SIMILAR TO THE SURFACE MARK
 HX3130'AT THE STATION,
 HX3130'EXCEPT THE TILES ARE ONLY 4 INCHES IN DIAMETER.
 HX3130'THE REFERENCE MARKS ARE AT THE
 HX3130'FOLLOWING DISTANCES AND DIRECTIONS
 HX3130'FROM THE STATION- 1.86 METERS N, 1.50 METERS E,
 HX3130'1.88 METERS
 HX3130'S, AND 1.79 METERS W, RESPECTIVELY.
 HX3130
 HX3130                          STATION RECOVERY (1944)
 HX3130
 HX3130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3130'STATION WAS RECOVERED AND FOUND IN POOR CONDITION.  THE OLD MARK WAS
 HX3130'REPLACED WITH NEW SURFACE AND UNDERGROUND DISKS.  TWO NEW
 HX3130'REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.
 HX3130'
 HX3130'STATION IS LOCATED ABOUT 5.5 MILES (AIR LINE) SW OF SAINT
 HX3130'ALBANS, ON A
 HX3130'PROMINENT HILL LOCALLY KNOWN AS BIG ROCK HILL.  THE
 HX3130'TOP OF THE HILL IS COVERED WITH
 HX3130'TIMBER WITH A BARE SLOPE TO THE
 HX3130'E.  STATION SITE IS MARKED BY TWO 8-INCH
 HX3130'TRIANGULAR-BLAZED OAK
 HX3130'TREES.  STATION IS 33 FEET W OF A CABLE FENCE AND 8 FEET E
 HX3130'OF A WITNESS
 HX3130'POST.  DISK IS STAMPED BIG ROCKS 1881 1944.
 HX3130'
 HX3130'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE
 HX3130'AT THE CENTERS OF
 HX3130'THE TOPS OF TILES.  UNDERGROUND MARK AND AZIMUTH
 HX3130'MARK ARE BRONZE DISKS SET IN CONCRETE.
 HX3130'
 HX3130'REFERENCE MARK 1 IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 HX3130'STATION MARK AND
 HX3130'2.5 FEET W OF THE FENCE LINE.  IT IS STAMPED
 HX3130'BIG ROCKS NO 1 1944.
 HX3130'
 HX3130'REFERENCE MARK 2 IS ABOUT 5 FEET LOWER IN ELEVATION THAN THE
 HX3130'STATION MARK.  IT
 HX3130'IS STAMPED BIG ROCKS NO 2 1944.
 HX3130'
 HX3130'AZIMUTH MARK IS 11 FEET N OF THE CENTER LINE OF A DIRT ROAD,
 HX3130'2.5 FEET W OF A
 HX3130'WITNESS POST, AND 1 FOOT N OF RIGHT-OF-WAY FENCE
 HX3130'LINE.  IT IS STAMPED BIG ROCKS 1944.
 HX3130'
 HX3130'TO REACH THE STATION FROM THE WESTERN UNION TELEGRAPH OFFICE
 HX3130'IN THE VILLAGE OF
 HX3130'SAINT ALBANS, GO W ON U.S. HIGHWAY 60 FOR 0.65
 HX3130'MILE, TAKE THE LEFT FORK AT A PURE
 HX3130'OIL SERVICE STATION AND FOLLOW
 HX3130'A SURFACED ROAD FOR 3.3 MILES.  TAKE THE RIGHT FORK (SURFACED)
 HX3130'FOR 0.95 MILE TO A DIRT ROAD LEFT.  TURN LEFT CROSSING A STEEL
 HX3130'BRIDGE AND GO 0.85
 HX3130'MILE.  TAKE THE RIGHT FORK FOR 0.95 MILE TO
 HX3130'ANOTHER FORK, TAKE THE LEFT FORK FOR
 HX3130'0.85 MILE TO THE AZIMUTH
 HX3130'MARK ON THE RIGHT.  CONTINUE 0.15 MILE, THEN TURN RIGHT ON A
 HX3130'WOODS ROAD AT A BLAZED OAK TREE.  FOLLOW UPGRADE FOR ABOUT 0.1
 HX3130'MILE TO A BLAZED
 HX3130'PINE TREE ON THE RIGHT IN A FENCE LINE AND THE
 HX3130'END OF TRUCK TRAVEL.  CLIMB THE
 HX3130'FENCE AND PACK UP HILL ALONG THE
 HX3130'E SIDE OF THE FENCE TO THE TOP OF THE HILL AND
 HX3130'STATION ON THE
 HX3130'LEFT.  (TOTAL PACKING DISTANCE, APPROXIMATELY 140 YARDS.)
 HX3130'
 HX3130'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3560 ***********************************************************************
 HW3560  DESIGNATION -  BIG RUN
 HW3560  PID         -  HW3560
 HW3560  STATE/COUNTY-  WV/TUCKER
 HW3560  USGS QUAD   -  HARMAN (1995)
 HW3560
 HW3560                         *CURRENT SURVEY CONTROL
 HW3560  ___________________________________________________________________
 HW3560* NAD 83(1995)-  38 59 44.74155(N)    079 30 41.27083(W)     ADJUSTED  
 HW3560* NAVD 88     -       849.0    (meters)    2785.     (feet)  VERTCON   
 HW3560  ___________________________________________________________________
 HW3560  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 HW3560  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HW3560
 HW3560  HORZ ORDER  -  THIRD
 HW3560
 HW3560.The horizontal coordinates were established by classical geodetic methods
 HW3560.and adjusted by the National Geodetic Survey in April 1998..
 HW3560
 HW3560.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3560
 HW3560.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3560
 HW3560.The geoid height was determined by GEOID03.
 HW3560
 HW3560;                    North         East     Units Scale Factor Converg.
 HW3560;SPC WV N     -    55,038.205   599,006.845   MT  1.00000080   -0 00 26.3
 HW3560;SPC WV S     -   222,553.851   728,951.998   MT  1.00002589   +0 55 12.7
 HW3560;UTM  17      - 4,317,360.054   628,905.673   MT  0.99980461   +0 56 12.5
 HW3560
 HW3560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3560!SPC WV N     -   0.99987163  x   1.00000080  =   0.99987243
 HW3560!SPC WV S     -   0.99987163  x   1.00002589  =   0.99989752
 HW3560!UTM  17      -   0.99987163  x   0.99980461  =   0.99967627
 HW3560
 HW3560|---------------------------------------------------------------------|
 HW3560| PID    Reference Object                     Distance      Geod. Az  |
 HW3560|                                                           dddmmss.s |
 HW3560| DC3833 BIG RUN RM 1                          6.240 METERS 01423     |
 HW3560| DC3834 BIG RUN RM 2                          6.033 METERS 09835     |
 HW3560| DC3832 BIG RUN AZ MK                                      1464707.5 |
 HW3560|---------------------------------------------------------------------|
 HW3560
 HW3560                          SUPERSEDED SURVEY CONTROL
 HW3560
 HW3560  NAD 83(1986)-  38 59 44.74971(N)    079 30 41.28235(W) AD(       ) 3
 HW3560  NAD 27      -  38 59 44.35830(N)    079 30 42.09070(W) AD(       ) 3
 HW3560  NGVD 29 (07/19/86)  849.2    (m)         2786.     (f) VERT ANG       
 HW3560
 HW3560.Superseded values are not recommended for survey control.
 HW3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3560.See file dsdata.txt to determine how the superseded data were derived.
 HW3560
 HW3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD2890617360(NAD 83)
 HW3560_MARKER: DS = TRIANGULATION STATION DISK
 HW3560_SETTING: 80 = SET IN A BOULDER
 HW3560_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3560
 HW3560  HISTORY     - Date     Condition        Report By
 HW3560  HISTORY     - 1956     MONUMENTED       CGS
 HW3560
 HW3560                          STATION DESCRIPTION
 HW3560
 HW3560'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3560'THE STATION IS LOCATED, AIRLINE, ABOUT 5-1/4 MILES NORTH OF HARMAN, 1
 HW3560'MILE SOUTHWEST OF THE VILLAGE OF
 HW3560'RED CREEK, 3/4 MILE SOUTHEAST OF BIG RUN, 1/4 MILE WEST OF A
 HW3560'ROAD LEADING FROM RED CREEK TO
 HW3560'JENNINGTON AND IT IS ON THE HIGHEST POINT OF A PARTLY
 HW3560'BARE RIDGE THAT IS THE HIGHEST IN THE IMMEDIATE VININITY.
 HW3560'
 HW3560'THE STATION MARK IS A STANDARD DISK STAMPED BIG RUN 1956 SET IN A
 HW3560'DRILL HOLE IN A BURIED
 HW3560'BOULDER THAT IS FLUSH WITH THE GROUND.  THE MARK IS 218 FEET SOUTH
 HW3560'SOUTHWEST OF AN EAST-WEST FENCE LINE
 HW3560'AND 8 FEET SOUTH OF A WHITE WITNESS POST.
 HW3560'
 HW3560'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BIG RUN NO 1
 HW3560'1956 SET IN A DRILL HOLE IN
 HW3560'A SMALL BURIED BOULDER THAT IS FLUSH WITH THE GROUND.  THE MARK IS
 HW3560'6 INCHES HIGHER THAN THE STATION.
 HW3560'
 HW3560'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BIG RUN NO 2
 HW3560'1956 SET IN A DRILL HOLE IN
 HW3560'A BURIED BOULDER THAT IS FLUSH WITH THE GROUND.  THE MARK IS THE SAME
 HW3560'ELEVATION AS THE STATION.
 HW3560'
 HW3560'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BIG RUN 1956 SET IN A
 HW3560'DRILL HOLE IN A 3 FOOT BY 5
 HW3560'FOOT BOULDER THAT PROJECTS 2 FEET ABOVE THE GROUND.  THE MARK IS 14
 HW3560'FEET EAST OF THE CENTERLINE OF A
 HW3560'GRAVELED ROAD AND 4 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 HW3560'
 HW3560'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HARMAN GO NORTH FOR
 HW3560'0.1 MILE TO A SIDE ROAD
 HW3560'RIGHT.  TURN RIGHT, EAST, FOR 0.05 MILE TO THE JUNCTION OF STATE
 HW3560'HIGHWAY 32.  TURN LEFT ON STATE
 HW3560'HIGHWAY 32 AND GO NORTHERLY FOR 6.0 MILES TO A SURFACED
 HW3560'SIDE ROAD ON THE LEFT LEADING TO
 HW3560'HENDRICKS.  TURN LEFT, WESTERLY, ON STATE HIGHWAY
 HW3560'72 FOR 2.15 MILES TO THE U.S. POST OFFICE IN RED
 HW3560'CREEK ON THE LEFT AND A SIDE ROAD
 HW3560'LEFT LEADING PAST THE SOUTH SIDE OF THE U.S. POST OFFICE IN RED
 HW3560'CREEK.  TURN LEFT AND GO SOUTHERLY
 HW3560'ON THE MAIN ROAD FOR 0.75 MILE TO A ROAD FORK ON THE RIGHT LEADING
 HW3560'INTO A FARMYARD.  TO REACH THE
 HW3560'AZIMUTH MARK FROM THE ROAD FORK TAKE THE LEFT FORK AND CONTINUE
 HW3560'SOUTH FOR 0.4 MILE TO THE AZIMUTH MARK ON
 HW3560'THE LEFT AS DESCRIBED.  TURN RIGHT INTO THE
 HW3560'FARMYARD AND GO WESTERLY FOR 0.05 MILE TO THE FARMHOUSE AND
 HW3560'THE END OF TRUCK TRAVEL.  FROM THE
 HW3560'END OF TRUCK TRAVEL PACK WESTERLY UP HILL FOR ABOUT 1/4 MILE (TEN
 HW3560'MINUTES) TO THE HIGHEST PART OF
 HW3560'THE RIDGE AND THE STATION AS DESCRIBED.
 HW3560'
 HW3560'HEIGHT OF LIGHT ABOVE STATION MARK - 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0314 ***********************************************************************
 HX0314  DESIGNATION -  BIG USGS BM
 HX0314  PID         -  HX0314
 HX0314  STATE/COUNTY-  WV/UPSHUR
 HX0314  USGS QUAD   -  ROCK CAVE (1966)
 HX0314
 HX0314                         *CURRENT SURVEY CONTROL
 HX0314  ___________________________________________________________________
 HX0314* NAD 83(1995)-  38 47 41.42756(N)    080 15 30.96396(W)     ADJUSTED  
 HX0314* NAVD 88     -       729.522  (meters)    2393.44   (feet)  ADJUSTED  
 HX0314  ___________________________________________________________________
 HX0314  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 HX0314  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HX0314  DYNAMIC HT  -         729.002 (meters)    2391.73  (feet)  COMP
 HX0314  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 HX0314
 HX0314  HORZ ORDER  -  SECOND
 HX0314  VERT ORDER  -  SECOND    CLASS 0
 HX0314
 HX0314.The horizontal coordinates were established by classical geodetic methods
 HX0314.and adjusted by the National Geodetic Survey in April 1998..
 HX0314
 HX0314.The orthometric height was determined by differential leveling
 HX0314.and adjusted by the National Geodetic Survey in June 1991..
 HX0314
 HX0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX0314
 HX0314.The geoid height was determined by GEOID03.
 HX0314
 HX0314.The dynamic height is computed by dividing the NAVD 88
 HX0314.geopotential number by the normal gravity value computed on the
 HX0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0314.degrees latitude (g = 980.6199 gals.).
 HX0314
 HX0314.The modeled gravity was interpolated from observed gravity values.
 HX0314
 HX0314;                    North         East     Units Scale Factor Converg.
 HX0314;SPC WV S     -   199,470.957   664,407.953   MT  0.99998235   +0 27 30.0
 HX0314;UTM  17      - 4,294,271.267   564,384.404   MT  0.99965104   +0 27 52.3
 HX0314
 HX0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX0314!SPC WV S     -   0.99989048  x   0.99998235  =   0.99987283
 HX0314!UTM  17      -   0.99989048  x   0.99965104  =   0.99954156
 HX0314
 HX0314                          SUPERSEDED SURVEY CONTROL
 HX0314
 HX0314  NAD 83(1986)-  38 47 41.43300(N)    080 15 30.97523(W) AD(       ) 2
 HX0314  NAD 27      -  38 47 41.06200(N)    080 15 31.68630(W) AD(       ) 2
 HX0314  NGVD 29 (??/??/92)  729.685  (m)         2393.97   (f) ADJ UNCH    2 0
 HX0314
 HX0314.Superseded values are not recommended for survey control.
 HX0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0314.See file dsdata.txt to determine how the superseded data were derived.
 HX0314
 HX0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC6438494271(NAD 83)
 HX0314_MARKER: DD = SURVEY DISK
 HX0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0314_MARK LOGO: USGS  
 HX0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0314+STABILITY: SURFACE MOTION
 HX0314
 HX0314  HISTORY     - Date     Condition        Report By
 HX0314  HISTORY     - UNK      MONUMENTED       USGS
 HX0314  HISTORY     - 1956     GOOD             USGS
 HX0314  HISTORY     - 1962     GOOD             NGS
 HX0314
 HX0314                          STATION DESCRIPTION
 HX0314
 HX0314'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (HDR)
 HX0314'STATION IS LOCATED ABOUT 13.0 MILES SOUTH OF BUCKHANNON, ABOUT
 HX0314'6-1/2 MILES
 HX0314'SOUTHEAST OF FRENCH CREEK, AND ON SUMMIT OF HIGH KNOLL LOCALLY KNOWN
 HX0314'AS BIG RUN POINT.  STATION IS 93 FEET
 HX0314'NORTH-NORTHEAST OF A TRIANGLE BLAZED TREE, SET FLUSH AND
 HX0314'THERE IS NO STAMPING ON DISK.
 HX0314'
 HX0314'TO REACH FROM RAILROAD DEPOT IN ADRIAN, GO SOUTH ON STATE HIGHWAYS
 HX0314'NO. 4 AND 20 FOR 4-1/2 MILES TO
 HX0314'MACADAM SIDE ROAD RIGHT AT STATE GAME FARM.  TURN LEFT AND GO
 HX0314'EASTERLY ON MACADAM ROAD FOR 6.8
 HX0314'MILES TO SAW MILL ON RIGHT.  CONTINUE SOUTHEASTERLY ON MACADAM ROAD
 HX0314'FOR 1.6 MILES TO REVERSED FORKS ON LEFT
 HX0314'AT WAITING SHED.  TURN SHARP LEFT AND GO NORTH
 HX0314'ON DIRT ROAD TO FARM HOUSE.  CONTINUE NORTHERLY TO SUMMIT
 HX0314'OF HILL AND STATION IN CLEARING AS
 HX0314'DESCRIBED.
 HX0314'
 HX0314'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BIG TO BIG
 HX0314'RUN (USGS) AND THE DISTANCE IS
 HX0314'24.836 METERS OR 81.48 FEET.
 HX0314
 HX0314                          STATION RECOVERY (1962)
 HX0314
 HX0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX0314'2.7 MI NW FROM ALEXANDER.
 HX0314'ABOUT 2.5 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HX0314'OFFICE AT ALEXANDER, THENCE 0.1 MILE NORTHWEST ALONG A GRAVEL
 HX0314'DRIVE LEADING TO A FARM HOUSE PRESENTLY OWNED BY A MR. CARPENTER,
 HX0314'THENCE 0.1 MILE NORTHWEST ALONG A TRAIL TO THE HIGHEST POINT ON
 HX0314'BIG RUN KNOB, 81 FEET NORTH OF BENCH MARK BIG (STATION), AND
 HX0314'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1526 ***********************************************************************
 HX1526  DESIGNATION -  BIRCH
 HX1526  PID         -  HX1526
 HX1526  STATE/COUNTY-  WV/BRAXTON
 HX1526  USGS QUAD   -  STRANGE CREEK (1976)
 HX1526
 HX1526                         *CURRENT SURVEY CONTROL
 HX1526  ___________________________________________________________________
 HX1526* NAD 83(1986)-  38 35 31.     (N)    080 53 04.     (W)     SCALED    
 HX1526* NAVD 88     -       246.879  (meters)     809.97   (feet)  ADJUSTED  
 HX1526  ___________________________________________________________________
 HX1526  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HX1526  DYNAMIC HT  -         246.711 (meters)     809.42  (feet)  COMP
 HX1526  MODELED GRAV-     979,943.7   (mgal)                       NAVD 88
 HX1526
 HX1526  VERT ORDER  -  SECOND    CLASS 0
 HX1526
 HX1526.The horizontal coordinates were scaled from a topographic map and have
 HX1526.an estimated accuracy of +/- 6 seconds.
 HX1526
 HX1526.The orthometric height was determined by differential leveling
 HX1526.and adjusted by the National Geodetic Survey in June 1991..
 HX1526
 HX1526.The geoid height was determined by GEOID03.
 HX1526
 HX1526.The dynamic height is computed by dividing the NAVD 88
 HX1526.geopotential number by the normal gravity value computed on the
 HX1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1526.degrees latitude (g = 980.6199 gals.).
 HX1526
 HX1526.The modeled gravity was interpolated from observed gravity values.
 HX1526
 HX1526;                    North         East    Units  Estimated Accuracy
 HX1526;SPC WV S     -   176,700.      610,070.      MT  (+/- 180 meters Scaled)
 HX1526
 HX1526                          SUPERSEDED SURVEY CONTROL
 HX1526
 HX1526  NGVD 29 (??/??/92)  247.062  (m)          810.57   (f) ADJ UNCH    2 0
 HX1526
 HX1526.Superseded values are not recommended for survey control.
 HX1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1526.See file dsdata.txt to determine how the superseded data were derived.
 HX1526
 HX1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC100715(NAD 83)
 HX1526_MARKER: Q = CHISELED SQUARE
 HX1526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1526_SP_SET: ABUTMENT
 HX1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1526
 HX1526  HISTORY     - Date     Condition        Report By
 HX1526  HISTORY     - UNK      MONUMENTED       RBNF
 HX1526  HISTORY     - 1934     GOOD             NGS
 HX1526
 HX1526                          STATION DESCRIPTION
 HX1526
 HX1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1526'AT GLENDON.
 HX1526'AT GLENDON, BRAXTON COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 HX1526'21 RAILS EAST OF MILEPOST C 79, 18 RAILS WEST OF A SWITCH TO A
 HX1526'SPUR TRACK, AT BRIDGE 791, IN THE TOP OF THE NORTH END OF THE
 HX1526'WEST ABUTMENT, 7 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 HX1526'LEVEL WITH THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2940 ***********************************************************************
 HX2940  DESIGNATION -  BIRCH
 HX2940  PID         -  HX2940
 HX2940  STATE/COUNTY-  WV/NICHOLAS
 HX2940  USGS QUAD   -  HEROLD (1976)
 HX2940
 HX2940                         *CURRENT SURVEY CONTROL
 HX2940  ___________________________________________________________________
 HX2940* NAD 83(1995)-  38 31 49.85077(N)    080 45 06.15542(W)     ADJUSTED  
 HX2940* NAVD 88     -       586.2    (meters)    1923.     (feet)  VERTCON   
 HX2940  ___________________________________________________________________
 HX2940  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 HX2940  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HX2940
 HX2940  HORZ ORDER  -  THIRD
 HX2940
 HX2940.The horizontal coordinates were established by classical geodetic methods
 HX2940.and adjusted by the National Geodetic Survey in April 1998..
 HX2940
 HX2940.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2940
 HX2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2940
 HX2940.The geoid height was determined by GEOID03.
 HX2940
 HX2940;                    North         East     Units Scale Factor Converg.
 HX2940;SPC WV S     -   169,900.800   621,648.656   MT  0.99994387   +0 09 12.6
 HX2940;UTM  17      - 4,264,708.538   521,641.252   MT  0.99960577   +0 09 16.8
 HX2940
 HX2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2940!SPC WV S     -   0.99991302  x   0.99994387  =   0.99985690
 HX2940!UTM  17      -   0.99991302  x   0.99960577  =   0.99951883
 HX2940
 HX2940|---------------------------------------------------------------------|
 HX2940| PID    Reference Object                     Distance      Geod. Az  |
 HX2940|                                                           dddmmss.s |
 HX2940| DC3835 BIRCH RM 1                            6.848 METERS 06302     |
 HX2940| DC3836 BIRCH RM 2                            6.668 METERS 30623     |
 HX2940| HX2941 COON                                APPROX. 9.7 KM 3450351.7 |
 HX2940|---------------------------------------------------------------------|
 HX2940
 HX2940                          SUPERSEDED SURVEY CONTROL
 HX2940
 HX2940  NAD 83(1986)-  38 31 49.85785(N)    080 45 06.16591(W) AD(       ) 3
 HX2940  NAD 27      -  38 31 49.48520(N)    080 45 06.81080(W) AD(       ) 3
 HX2940  NGVD 29 (07/19/86)  586.4    (m)         1924.     (f) VERT ANG       
 HX2940
 HX2940.Superseded values are not recommended for survey control.
 HX2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2940.See file dsdata.txt to determine how the superseded data were derived.
 HX2940
 HX2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC2164164709(NAD 83)
 HX2940_MARKER: DS = TRIANGULATION STATION DISK
 HX2940_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX2940_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX2940
 HX2940  HISTORY     - Date     Condition        Report By
 HX2940  HISTORY     - 1961     MONUMENTED       CGS
 HX2940
 HX2940                          STATION DESCRIPTION
 HX2940
 HX2940'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2940'STATION IS LOCATED ON THE SUMMIT OF A SMALL HEAVILY WOODED HILL ABOUT
 HX2940'2-1/4 MILES NORTH
 HX2940'OF THE BIRCH RIVER POST OFFICE, ABOUT 50 YARDS WEST OF A
 HX2940'COUNTY ROAD AND 150 YARDS NORTH OF A
 HX2940'SMALL CEMETERY.  IT IS 9 FEET SOUTH
 HX2940'OF A 10 INCH TREE WITH A TRIANGLE BLAZE, 12 FEET EAST
 HX2940'OF A 7 INCH TREE
 HX2940'WITH A TRIANGLE BLAZE AND 12 FEET WEST OF A 14 INCH OAK TREE.
 HX2940'STATION IS MARKED
 HX2940'BY A STANDARD DISK CEMENTED IN THE TOP OF A 4 INCH ORANGEBURG
 HX2940'PIPE THAT PROJECTS 4 INCHES
 HX2940'AND THE DISK IS STAMPED BIRCH 1961.
 HX2940'
 HX2940'TO REACH THE STATION FROM THE POST OFFICE IN BIRCH RIVER, GO NORTH ON
 HX2940'US HIGHWAY 19 FOR
 HX2940'1.05 MILES TO A ROCK SURFACE ROAD FORKING LEFT.  TAKE
 HX2940'ROCK ROAD LEFT FOR 1.6 MILES TO A
 HX2940'CHURCH AND A CEMETERY ON LEFT AND END
 HX2940'OF TRUCK TRAVEL.  FROM THE NORTHEAST CORNER OF THE
 HX2940'CEMETERY PACK NORTHWEST
 HX2940'FOR ABOUT 150 YARDS TO HIGHEST POINT AND STATION AS DESCRIBED.
 HX2940'
 HX2940'REFERENCE MARK NO. 1 IS 10 FEET SOUTH OF A 5 INCH OAK TREE AND 12
 HX2940'FEET WEST OF A 6
 HX2940'INCH MAPLE TREE.  IT IS MARKED BY A STANDARD DISK CEMENTED
 HX2940'IN THE TOP OF A 4 INCH ORANGEBURG
 HX2940'PIPE THAT PROJECTS 14 INCHES AND THE
 HX2940'DISK IS STAMPED BIRCH NO 1 1961.
 HX2940'
 HX2940'REFERENCE MARK NO. 2 IS 9 FEET WEST OF A 7 INCH TRIANGLE BLAZED OAK
 HX2940'TREE AND 5 FEET
 HX2940'EAST OF AN 8 INCH OAK TREE.  IT IS MARKED BY A STANDARD
 HX2940'DISK CEMENTED IN THE TOP OF A 4
 HX2940'INCH ORANGEBURG PIPE THAT PROJECTS 14
 HX2940'INCHES AND THE DISK IS STAMPED BIRCH NO 2 1961.
 HX2940'
 HX2940'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 HX2940'
 HX2940'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3015 ***********************************************************************
 HX3015  DESIGNATION -  BIRD
 HX3015  PID         -  HX3015
 HX3015  STATE/COUNTY-  WV/CLAY
 HX3015  USGS QUAD   -  BENTREE (1976)
 HX3015
 HX3015                         *CURRENT SURVEY CONTROL
 HX3015  ___________________________________________________________________
 HX3015* NAD 83(1995)-  38 18 50.86039(N)    081 13 59.18859(W)     ADJUSTED  
 HX3015* NAVD 88     -       568.0    (meters)    1864.     (feet)  VERTCON   
 HX3015  ___________________________________________________________________
 HX3015  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 HX3015  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HX3015
 HX3015  HORZ ORDER  -  SECOND
 HX3015
 HX3015.The horizontal coordinates were established by classical geodetic methods
 HX3015.and adjusted by the National Geodetic Survey in April 1998..
 HX3015
 HX3015.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3015
 HX3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3015
 HX3015.The geoid height was determined by GEOID03.
 HX3015
 HX3015;                    North         East     Units Scale Factor Converg.
 HX3015;SPC WV S     -   145,879.162   579,614.685   MT  0.99992823   -0 08 38.8
 HX3015;UTM  17      - 4,240,694.797   479,621.341   MT  0.99960511   -0 08 40.3
 HX3015
 HX3015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3015!SPC WV S     -   0.99991594  x   0.99992823  =   0.99984418
 HX3015!UTM  17      -   0.99991594  x   0.99960511  =   0.99952109
 HX3015
 HX3015:                Primary Azimuth Mark                     Grid Az
 HX3015:SPC WV S     -  BIRD AZ MK                               062 27 19.1
 HX3015:UTM  17      -  BIRD AZ MK                               062 27 20.6
 HX3015
 HX3015|---------------------------------------------------------------------|
 HX3015| PID    Reference Object                     Distance      Geod. Az  |
 HX3015|                                                           dddmmss.s |
 HX3015| DC3840 BIRD AZ MK                                         0621840.3 |
 HX3015| DC3841 BIRD RM 1                            18.002 METERS 14456     |
 HX3015| DC3842 BIRD RM 2                            15.289 METERS 19552     |
 HX3015| HX3022 GLEN ATT RELAY TOWER                APPROX. 8.2 KM 3435731.3 |
 HX3015|---------------------------------------------------------------------|
 HX3015
 HX3015                          SUPERSEDED SURVEY CONTROL
 HX3015
 HX3015  NAD 83(1986)-  38 18 50.86919(N)    081 13 59.19657(W) AD(       ) 2
 HX3015  NAD 27      -  38 18 50.49490(N)    081 13 59.79420(W) AD(       ) 2
 HX3015  NGVD 29 (07/19/86)  568.2    (m)         1864.     (f) VERT ANG       
 HX3015
 HX3015.Superseded values are not recommended for survey control.
 HX3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3015.See file dsdata.txt to determine how the superseded data were derived.
 HX3015
 HX3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7962140695(NAD 83)
 HX3015_MARKER: DS = TRIANGULATION STATION DISK
 HX3015_SETTING: 0 = UNSPECIFIED SETTING
 HX3015
 HX3015  HISTORY     - Date     Condition        Report By
 HX3015  HISTORY     - 1961     MONUMENTED       CGS
 HX3015
 HX3015                          STATION DESCRIPTION
 HX3015
 HX3015'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX3015'STATION IS LOCATED ON THE SUMMIT OF A PROMINENT TIMBER COVERED HILL
 HX3015'WHICH IS KNOWN
 HX3015'LOCALLY AS BIRD KNOB, ABOUT 1/2 MILE EAST OF THE CLAY-KANAWHA
 HX3015'COUNTY LINE, 13 MILES SOUTHEAST
 HX3015'OF CLENDENIN, 13 MILES SOUTHWEST
 HX3015'OF CLAY AND ON PROPERTY OWNED BY MR. R.T. BIRD.
 HX3015'
 HX3015'STATION IS REACHED FROM THE POST OFFICE IN CLAY.  GO SOUTHERLY, ON
 HX3015'STATE HIGHWAY 16
 HX3015'FOR 16.3 MILES TO A SIDE ROAD RIGHT AND SIGN ON RIGHT,
 HX3015'INDEPENDENCE ROAD.  TURN RIGHT AND
 HX3015'FOLLOW A DIRT ROAD WEST FOR 0.7 MILE TO
 HX3015'A FORK, KEEP RIGHT AND CONTINUE FOR 1.25 MILES TO A
 HX3015'FORK, KEEP LEFT AND
 HX3015'CONTINUE FOR 1.2 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 HX3015'STRAIGHT AHEAD ON THE
 HX3015'DIRT ROAD FOR 1.05 MILES TO A POLE GATE, PASS THROUGH THE
 HX3015'GATE AND CONTINUE FOR 0.1 MILE
 HX3015'TO THE HOME OF MR. RICHARD JONES AND THE
 HX3015'END OF TRUCK TRAVEL.  PACK SOUTHERLY ON A WELL
 HX3015'DEFINED TRAIL, UPHILL FOR
 HX3015'ABOUT 0.1 MILE TO THE CREST OF THE RIDGE, THENCE LEFT AND
 HX3015'CONTINUE ON THE TRAIL
 HX3015'FOR ABOUT 0.1 MILE, THENCE LEFT, UPHILL FOR ABOUT 100 YARDS TO THE
 HX3015'SUMMIT OF THE HILL AND STATION.
 HX3015'
 HX3015'STATION MARK IS A STANDARD DISK, STAMPED BIRD 1961, SET IN THE TOP
 HX3015'OF A 3-INCH
 HX3015'CONCRETE FILLED ORANGEBURG PIPE THAT PROJECTS ABOUT 8 INCHES.
 HX3015'IT IS 3.2 FEET SOUTH OF A
 HX3015'METAL WITNESS POST AND 13 FEET EAST OF A 10-INCH
 HX3015'TRIANGULAR BLAZED TREE.
 HX3015'
 HX3015'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BIRD NO 1 1961,
 HX3015'CEMENTED IN A
 HX3015'DRILL HOLE, IN THE TOP OF A LARGE OUTCROPPING ROCK.  IT IS
 HX3015'66 FEET SOUTHEAST OF THE BLAZED TREE.
 HX3015'
 HX3015'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BIRD NO 2 1961,
 HX3015'CEMENTED IN A
 HX3015'DRILL HOLE, IN THE TOP OF A LARGE OUTCROPPING ROCK.  IT IS
 HX3015'46 FEET SOUTHWEST OF THE BLAZED TREE.
 HX3015'
 HX3015'AZIMUTH MARK IS A STANDARD DISK, STAMPED BIRD 1961, SET IN THE TOP OF
 HX3015'A 3-INCH CONCRETE
 HX3015'FILLED ORANGEBURG PIPE THAT PROJECTS ABOUT 4 INCHES.  IT
 HX3015'IS 12 FEET NORTH OF THE CENTER OF A
 HX3015'DIRT ROAD, 15 FEET EAST-SOUTHEAST OF
 HX3015'A 30-INCH LONE PINE TREE, 34 FEET EAST-NORTHEAST OF
 HX3015'THE CENTER OF A SMALL
 HX3015'WOOD BRIDGE AND 2.5 FEET WEST OF A METAL WITNESS POST.
 HX3015'
 HX3015'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7577 ***********************************************************************
 AC7577  DESIGNATION -  BKW C
 AC7577  PID         -  AC7577
 AC7577  STATE/COUNTY-  WV/RALEIGH
 AC7577  USGS QUAD   -  PRINCE (1989)
 AC7577
 AC7577                         *CURRENT SURVEY CONTROL
 AC7577  ___________________________________________________________________
 AC7577* NAD 83(1995)-  37 48 01.51214(N)    081 07 18.17152(W)     ADJUSTED  
 AC7577* NAVD 88     -       745.3    (meters)    2445.     (feet)  GPS OBS   
 AC7577  ___________________________________________________________________
 AC7577  X           -     778,872.054 (meters)                     COMP
 AC7577  Y           -  -4,986,135.328 (meters)                     COMP
 AC7577  Z           -   3,888,401.758 (meters)                     COMP
 AC7577  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AC7577  ELLIP HEIGHT-         714.22  (meters)          (12/04/01) GPS OBS
 AC7577  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 AC7577
 AC7577  HORZ ORDER  -  THIRD
 AC7577  ELLP ORDER  -  FIFTH     CLASS I
 AC7577
 AC7577.The horizontal coordinates were established by GPS observations
 AC7577.and adjusted by the National Geodetic Survey in August 1997..
 AC7577
 AC7577.The orthometric height was determined by GPS observations and a
 AC7577.high-resolution geoid model.
 AC7577
 AC7577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7577
 AC7577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7577
 AC7577.The ellipsoidal height was determined by GPS observations
 AC7577.and is referenced to NAD 83.
 AC7577
 AC7577.The geoid height was determined by GEOID03.
 AC7577
 AC7577;                    North         East     Units Scale Factor Converg.
 AC7577;SPC WV S     -    88,844.154   589,281.185   MT  0.99994801   -0 04 30.9
 AC7577;UTM  17      - 4,183,678.561   489,284.911   MT  0.99960141   -0 04 28.6
 AC7577
 AC7577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7577!SPC WV S     -   0.99988794  x   0.99994801  =   0.99983595
 AC7577!UTM  17      -   0.99988794  x   0.99960141  =   0.99948939
 AC7577
 AC7577                          SUPERSEDED SURVEY CONTROL
 AC7577
 AC7577  ELLIP H (08/19/97)  714.24   (m)                       GP(       ) 5 1
 AC7577
 AC7577.Superseded values are not recommended for survey control.
 AC7577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7577.See file dsdata.txt to determine how the superseded data were derived.
 AC7577
 AC7577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8928583679(NAD 83)
 AC7577_MARKER: DB = BENCH MARK DISK
 AC7577_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC7577+WITH SETTING: PAVEMENT
 AC7577_SP_SET: CONCRETE DRAIN
 AC7577_STAMPING: BKW C 1978
 AC7577_MARK LOGO: CGS   
 AC7577_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7577+STABILITY: SURFACE MOTION
 AC7577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7577+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1996
 AC7577
 AC7577  HISTORY     - Date     Condition        Report By
 AC7577  HISTORY     - 1978     MONUMENTED       NGS
 AC7577  HISTORY     - 19951031 GOOD             NGS
 AC7577  HISTORY     - 19960630 GOOD             NGS
 AC7577
 AC7577                          STATION DESCRIPTION
 AC7577
 AC7577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AC7577'THE STATION IS LOCATED AT THE RALEIGH CO MEMORIAL AIRPORT NEAR RWY END
 AC7577'19.  IT IS CEMENTED IN A DRILL HOLE IN THE SW CORNER OF A 10 FT (3.0
 AC7577'M) X 16 FT (4.9 M) CEMENT DRAIN, 48.6 FT (14.8 M) NE OF 3RD TAXIWAY
 AC7577'LIGHT EAST OF EAST EDGE OF RWY 19, 29.9 FT (9.1 M) NORTH OF THE NORTH
 AC7577'EDGE OF THE TAXIWAY, 21.4 FT (6.5 M) NW OF 4TH TAXIWAY LIGHT, AND
 AC7577'294.68 FT (89.82 M) ENE OF THE C/L END RWY 19.  THE MARK IS A STANDARD
 AC7577'USCGS BENCH MARK DISK (WORDS BENCH MARK ARE BLOTTED OUT WITH CEMENT)
 AC7577'AND STAMPED BKW C 1978.
 AC7577
 AC7577                          STATION RECOVERY (1996)
 AC7577
 AC7577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC7577'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9348 ***********************************************************************
 AA9348  CBN         -  This is a Cooperative Base Network Control Station.
 AA9348  PACS        -  This is a Primary Airport Control Station.
 AA9348  DESIGNATION -  BKW D
 AA9348  PID         -  AA9348
 AA9348  STATE/COUNTY-  WV/RALEIGH
 AA9348  USGS QUAD   -  PRINCE (1989)
 AA9348
 AA9348                         *CURRENT SURVEY CONTROL
 AA9348  ___________________________________________________________________
 AA9348* NAD 83(1995)-  37 46 52.78303(N)    081 07 25.40555(W)     ADJUSTED  
 AA9348* NAVD 88     -       764.14   (meters)    2507.0    (feet)  GPS OBS   
 AA9348  ___________________________________________________________________
 AA9348  EPOCH DATE  -        1995.00
 AA9348  X           -     778,899.863 (meters)                     COMP
 AA9348  Y           -  -4,987,460.448 (meters)                     COMP
 AA9348  Z           -   3,886,738.575 (meters)                     COMP
 AA9348  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AA9348  ELLIP HEIGHT-         733.08  (meters)          (09/26/01) GPS OBS
 AA9348  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AA9348
 AA9348  HORZ ORDER  -  B
 AA9348  ELLP ORDER  -  FOURTH    CLASS II
 AA9348
 AA9348.This mark is at Raleigh Co Mem Airport (BKW)
 AA9348
 AA9348.The horizontal coordinates were established by GPS observations
 AA9348.and adjusted by the National Geodetic Survey in December 1995..
 AA9348.The horizontal coordinates are valid at the epoch date displayed above.
 AA9348.The epoch date for horizontal control is a decimal equivalence
 AA9348.of Year/Month/Day.
 AA9348
 AA9348.The orthometric height was determined by GPS observations and a
 AA9348.high-resolution geoid model.
 AA9348
 AA9348.GPS derived orthometric heights for airport stations designated as
 AA9348.PACS or SACS are published to 2 decimal places.  This maintains
 AA9348.centimeter relative accuracy between the PACS and SACS.  It does
 AA9348.not indicate centimeter accuracy relative to other marks which are
 AA9348.part of the NAVD 88 network.
 AA9348
 AA9348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9348
 AA9348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9348
 AA9348.The ellipsoidal height was determined by GPS observations
 AA9348.and is referenced to NAD 83.
 AA9348
 AA9348.The geoid height was determined by GEOID03.
 AA9348
 AA9348;                    North         East     Units Scale Factor Converg.
 AA9348;SPC WV S     -    86,725.493   589,101.394   MT  0.99995028   -0 04 35.3
 AA9348;UTM  17      - 4,181,560.634   489,105.206   MT  0.99960146   -0 04 32.9
 AA9348
 AA9348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9348!SPC WV S     -   0.99988498  x   0.99995028  =   0.99983527
 AA9348!UTM  17      -   0.99988498  x   0.99960146  =   0.99948649
 AA9348
 AA9348:                Primary Azimuth Mark                     Grid Az
 AA9348:SPC WV S     -  RALEIGH AZ                               067 33 54.6
 AA9348:UTM  17      -  RALEIGH AZ                               067 33 52.2
 AA9348
 AA9348|---------------------------------------------------------------------|
 AA9348| PID    Reference Object                     Distance      Geod. Az  |
 AA9348|                                                           dddmmss.s |
 AA9348| GX1101 RALEIGH AZ                          471.412 METERS 0672919.3 |
 AA9348|---------------------------------------------------------------------|
 AA9348
 AA9348                          SUPERSEDED SURVEY CONTROL
 AA9348
 AA9348  ELLIP H (12/04/95)  733.10   (m)                       GP(1995.00) 4 1
 AA9348
 AA9348.Superseded values are not recommended for survey control.
 AA9348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9348.See file dsdata.txt to determine how the superseded data were derived.
 AA9348
 AA9348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8910581561(NAD 83)
 AA9348_MARKER: DB = BENCH MARK DISK
 AA9348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9348_STAMPING: BKW D 1978
 AA9348_MARK LOGO: CGS   
 AA9348_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9348+STABILITY: SURFACE MOTION
 AA9348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9348+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2004
 AA9348
 AA9348  HISTORY     - Date     Condition        Report By
 AA9348  HISTORY     - 1978     MONUMENTED       NGS
 AA9348  HISTORY     - 19950611 GOOD             NGS
 AA9348  HISTORY     - 19960630 GOOD             NGS
 AA9348  HISTORY     - 20040428 GOOD             RICCRO
 AA9348
 AA9348                          STATION DESCRIPTION
 AA9348
 AA9348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 AA9348'THE STATION IS LOCATED AT THE RALEIGH CO MEMORIAL AIRPORT IN BECKLEY
 AA9348'NEAR THE VORTAC BKW .  IT IS 180.8 FT (55.1 M) SW 4TH RWY LIGHT EAST
 AA9348'OF EAST EDGE 232.5 FT (70.9 M) SE OF 3RD RWY LIGHT, 189.2 FT (57.7 M)
 AA9348'SOUTH OF SOUTH EDGE OF RWY 10-28 AND 3.8 FT (1.2 M) NORTH OF A METAL
 AA9348'FENCE POST.  THE MARK IS A STANDARD USCGS BENCH MARK DISK (WORDS BENCH
 AA9348'MARK ARE BLOTTED OUT WITH CEMENT) AND STAMPED BKW D 1978.  IT IS SET
 AA9348'IN A CONCRETE MONUMENT AND ABOUT 0.3 FT (9.1 CM) BELOW THE GROUND
 AA9348'LEVEL.
 AA9348
 AA9348                          STATION RECOVERY (1995)
 AA9348
 AA9348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AA9348'THE STATION IS LOCATED ABOUT 68 KM (42.25 MI) SOUTHEAST OF CHARLESTON,
 AA9348'5 KM (3.10 MI) NORTH OF BEAVER, 3 KM (1.85 MI) EAST OF BECKLEY AT THE
 AA9348'RALEIGH COUNTY AIRPORT, ON THE NORTHWEST FACE OF A LOW HILL BETWEEN
 AA9348'THE RUNWAY AND THE VOR, AND NEAR THE CENTER OF THE SOUTH SIDE OF THE
 AA9348'AIRFIELD.  OWNERSHIP--RALEIGH COUNTY MEMORIAL AIRPORT, 469 AIRPORT
 AA9348'CIRCLE, BEAVER WV 25813-9760, AIRPORT MANAGER IS JERRY FINK, PHONE
 AA9348'304-253-2095.  CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY
 AA9348'THIS STATION.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AA9348'INTERSTATE HIGHWAY 64 AND AIRPORT ROAD (EXIT 125), ABOUT 3 KM (1.85
 AA9348'MI) NORTH OF BEAVER, GO NORTHEAST ON AIRPORT ROAD FOR 2.57 KM (1.60
 AA9348'MI) TO A PAVED Y-JUNCTION AT THE CIRCLE DRIVE FOR THE AIRPORT. TURN
 AA9348'LEFT, SOUTHERLY ON THE ROAD FOR 0.14 KM (0.10 MI) TO A PAVED ROAD
 AA9348'LEFT.  TURN LEFT, EAST ON THE ROAD FOR 0.16 KM (0.10 MI) TO A GATE ON
 AA9348'THE RIGHT.  TURN RIGHT, SOUTH, PASSING THROUGH THE GATE FOR 40 M
 AA9348'(131.2 FT) TO THE APRON.  TURN RIGHT, WEST ON APRON FOR 0.08 KM (0.05
 AA9348'MI) TO A CONNECTOR TAXI ON THE LEFT.  TURN LEFT, SOUTH ON THE
 AA9348'CONNECTOR FOR 0.08 KM (0.05 MI) TO THE PARALLEL TAXI FOR RUNWAY 10-28
 AA9348'(TAXI A).  TURN RIGHT, WEST ALONG TAXI FOR 0.16 KM (0.10 MI) TO THE
 AA9348'JUNCTION OF CONNECTOR TAXI D.  TURN LEFT, SOUTH ALONG THE CONNECTOR
 AA9348'FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF RUNWAY 10-28.  CONTINUE
 AA9348'SOUTH, CROSSING THE RUNWAY FOR 30 M (98.4 FT) TO THE SOUTH SIDE OF THE
 AA9348'RUNWAY.  TURN RIGHT, WEST ALONG RUNWAY FOR 0.11 KM (0.05 MI) TO A
 AA9348'PAVED ROAD LEFT LEADING TO THE VOR.  TURN LEFT, SOUTH ON THE ROAD FOR
 AA9348'0.08 KM (0.05 MI) TO THE TOP OF THE GRADE AND THE STATION ON THE
 AA9348'RIGHT.  THE STATION IS RECESSED 10 CM BELOW THE GROUND SURFACE.  IT IS
 AA9348'91.8 M (301.2 FT) WEST-NORTHWEST OF THE CENTER OF THE PAVED ROAD AT
 AA9348'THE TOP OF THE GRADE, 57.5 M (188.6 FT) SOUTH OF THE SOUTH EDGE OF THE
 AA9348'RUNWAY, 1.2 M (3.9 FT) NORTH OF A STEEL FENCE POST AND 0.3 M (1.0 FT)
 AA9348'EAST OF A FIBERGLASS WITNESS POST.  NOTE--THIS STATION WAS USED AS AN
 AA9348'AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AA9348
 AA9348                          STATION RECOVERY (1996)
 AA9348
 AA9348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9348'RECOVERED AS DESCRIBED.
 AA9348
 AA9348                          STATION RECOVERY (2004)
 AA9348
 AA9348'RECOVERY NOTE BY RICHARD CROUSE AND ASSOCIATES 2004 (RRL)
 AA9348'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0793 ***********************************************************************
 HX0793  DESIGNATION -  BLACK
 HX0793  PID         -  HX0793
 HX0793  STATE/COUNTY-  WV/POCAHONTAS
 HX0793  USGS QUAD   -  WOODROW (1995)
 HX0793
 HX0793                         *CURRENT SURVEY CONTROL
 HX0793  ___________________________________________________________________
 HX0793* NAD 83(1995)-  38 16 21.83684(N)    080 14 18.59015(W)     ADJUSTED  
 HX0793* NAVD 88     -      1388.476  (meters)    4555.36   (feet)  ADJUSTED  
 HX0793  ___________________________________________________________________
 HX0793  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 HX0793  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HX0793  DYNAMIC HT  -        1387.329 (meters)    4551.60  (feet)  COMP
 HX0793  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 HX0793
 HX0793  HORZ ORDER  -  THIRD
 HX0793  VERT ORDER  -  SECOND    CLASS 0
 HX0793
 HX0793.The horizontal coordinates were established by classical geodetic methods
 HX0793.and adjusted by the National Geodetic Survey in April 1998..
 HX0793
 HX0793.The orthometric height was determined by differential leveling
 HX0793.and adjusted by the National Geodetic Survey in June 1991..
 HX0793
 HX0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX0793
 HX0793.The geoid height was determined by GEOID03.
 HX0793
 HX0793.The dynamic height is computed by dividing the NAVD 88
 HX0793.geopotential number by the normal gravity value computed on the
 HX0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0793.degrees latitude (g = 980.6199 gals.).
 HX0793
 HX0793.The modeled gravity was interpolated from observed gravity values.
 HX0793
 HX0793;                    North         East     Units Scale Factor Converg.
 HX0793;SPC WV S     -   141,532.611   666,630.570   MT  0.99992686   +0 28 14.7
 HX0793;UTM  17      - 4,236,350.144   566,610.001   MT  0.99965464   +0 28 18.1
 HX0793
 HX0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX0793!SPC WV S     -   0.99978696  x   0.99992686  =   0.99971384
 HX0793!UTM  17      -   0.99978696  x   0.99965464  =   0.99944168
 HX0793
 HX0793|---------------------------------------------------------------------|
 HX0793| PID    Reference Object                     Distance      Geod. Az  |
 HX0793|                                                           dddmmss.s |
 HX0793| HX0794 BLACK RM 1                           10.248 METERS 07114     |
 HX0793| HX2900 RED                                 APPROX.19.8 KM 2965045.9 |
 HX0793| HX0792 BLACK RM 2                           13.105 METERS 30438     |
 HX0793|---------------------------------------------------------------------|
 HX0793
 HX0793                          SUPERSEDED SURVEY CONTROL
 HX0793
 HX0793  NAD 83(1986)-  38 16 21.84258(N)    080 14 18.60478(W) AD(       ) 3
 HX0793  NAD 27      -  38 16 21.42730(N)    080 14 19.33330(W) AD(       ) 3
 HX0793  NGVD 29 (??/??/92) 1388.582  (m)         4555.71   (f) ADJ UNCH    2 0
 HX0793
 HX0793.Superseded values are not recommended for survey control.
 HX0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0793.See file dsdata.txt to determine how the superseded data were derived.
 HX0793
 HX0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC6661036350(NAD 83)
 HX0793_MARKER: DS = TRIANGULATION STATION DISK
 HX0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0793_SP_SET: TOWER BASE
 HX0793_STAMPING: BLACK 1961
 HX0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0793
 HX0793  HISTORY     - Date     Condition        Report By
 HX0793  HISTORY     - 1961     MONUMENTED       CGS
 HX0793  HISTORY     - 1962     GOOD             NGS
 HX0793
 HX0793                          STATION DESCRIPTION
 HX0793
 HX0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX0793'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF MARLINTON ON THE SMALL
 HX0793'SPRUCE COVERED
 HX0793'MOUNTAIN KNOWN AS BLACK MOUNTAIN, IN THE MONONGAHELA NATIONAL
 HX0793'FOREST.  THIS AT ONE TIME WAS THE
 HX0793'SITE OF THE BLACK MOUNTAIN LOOKOUT TOWER
 HX0793'OF WHICH ONLY THE CONCRETE BASE REMAINS.
 HX0793'
 HX0793'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 HX0793'HIGHWAY 39 AT THE
 HX0793'WEST EDGE OF MARLINTON, GO NORTH ON U.S. HIGHWAY 219 FOR
 HX0793'3.45 MILES TO A SIDE ROAD LEFT AND
 HX0793'SIGN ON RIGHT READING WOODROW 5, WMS
 HX0793'RIVER 10.  TURN LEFT ON BLACKTOP ROAD AND GO WESTERLY
 HX0793'FOR 1.2 MILES TO FORK,
 HX0793'KEEP RIGHT AND GO 3.3 MILES TO FORK AT WOODROW.  KEEP LEFT FORK AND
 HX0793'GO 1.4 MILES TO FORK
 HX0793'AND SIGN WILLIAMS RIVER 2, KEEP LEFT AND CONTINUE WESTERLY
 HX0793'2.9 MILES TO FORK, BEAR RIGHT ON
 HX0793'U.S. FOREST SERVICE ROUTE 76 AND GO 1.1 MILES
 HX0793'TO FORK.  TAKE LEFT FORK, PASS THROUGH GATE (USFS
 HX0793'KEY REQUIRED) AND CONTINUE
 HX0793'ON ROUTE 76 FOR 6.8 MILES TO FORK, KEEP LEFT AND CONTINUE 1.2 MILES
 HX0793'TO TOP OF RIDGE AND
 HX0793'TRACK ROAD ON LEFT, A TRAIL ON RIGHT AND SIGN READING BLACK
 HX0793'MT. TRAIL, RED AND BLACK TRAIL.
 HX0793'TURN LEFT ON TRACK ROAD AND GO 0.3 MILE
 HX0793'TO A SMALL CLEARING AND STATION ON LEFT AT THE
 HX0793'REMAINS OF THE LOOKOUT TOWER.
 HX0793'
 HX0793'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILLHOLE IN AN 18 BY
 HX0793'30 INCH CONCRETE
 HX0793'SLAB PROJECTING 2 INCHES AND IS STAMPED BLACK 1961.  IT IS 2
 HX0793'FEET SOUTHWEST OF A METAL
 HX0793'WITNESS POST AND SIGN, 9 FEET SOUTH OF AN 18 BY 18
 HX0793'INCH CONCRETE SLAB, 9.5 FEET NORTHEAST OF AN
 HX0793'18 BY 18 INCH CONCRETE SLAB AND
 HX0793'15 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 HX0793'
 HX0793'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN TOP OF A SQUARE
 HX0793'CONCRETE MONUMENT
 HX0793'PROJECTING 6 INCHES AND IS STAMPED BLACK NO 1 1961.  IT IS 31 FEET
 HX0793'NORTHEAST OF THE WITNESS
 HX0793'POST AND SIGN, 24 FEET NORTH OF THE CENTER OF THE
 HX0793'TRACK ROAD AND 11 FEET NORTHWEST OF A 10
 HX0793'INCH SPRUCE TREE.
 HX0793'
 HX0793'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN TOP OF A SQUARE
 HX0793'CONCRETE MONUMENT
 HX0793'PROJECTING 6 INCHES AND IS STAMPED BLACK NO 2 1961.  IT IS 45 FEET
 HX0793'WEST OF THE WITNESS POST
 HX0793'AND SIGN AND 7 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 HX0793'
 HX0793'HEIGHT OF LIGHT ABOVE STATION MARK - 12.19 METERS.
 HX0793
 HX0793                          STATION RECOVERY (1962)
 HX0793
 HX0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX0793'13 MI W FROM WOODROW.
 HX0793'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0793'GRADE SCHOOL, THENCE ABOUT 11.25 MILES NORTHWEST AND SOUTHWEST
 HX0793'ALONG U.S. FORESTRY ROAD 76, THENCE 0.35 MILE SOUTHEAST ALONG BLACK
 HX0793'MOUNTAIN TRAIL (VERY NARROW) LEADING TO ABOUT THE HIGHEST POINT
 HX0793'ON THE MOUNTAIN, AT A POINT WHERE THE BLACK MOUNTAIN FIRE TOWER
 HX0793'ONCE STOOD, AT THE WEST EDGE OF A CLEARED FIELD PRESENTLY USED
 HX0793'FOR A GAME FEED, SET ON TOP OF THE SOUTHEAST CONCRETE BASE OF
 HX0793'THE FIRE TOWER WHICH IS NOW TORN DOWN, 15 FEET NORTH OF THE
 HX0793'CENTER LINE OF TRAIL, ABOUT LEVEL WITH TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0794 ***********************************************************************
 HX0794  DESIGNATION -  BLACK RM 1
 HX0794  PID         -  HX0794
 HX0794  STATE/COUNTY-  WV/POCAHONTAS
 HX0794  USGS QUAD   -  WOODROW (1995)
 HX0794
 HX0794                         *CURRENT SURVEY CONTROL
 HX0794  ___________________________________________________________________
 HX0794* NAD 83(1986)-  38 16 21.     (N)    080 14 18.     (W)     SCALED    
 HX0794* NAVD 88     -      1387.837  (meters)    4553.26   (feet)  ADJUSTED  
 HX0794  ___________________________________________________________________
 HX0794  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HX0794  DYNAMIC HT  -        1386.691 (meters)    4549.50  (feet)  COMP
 HX0794  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 HX0794
 HX0794  VERT ORDER  -  SECOND    CLASS 0
 HX0794
 HX0794.The horizontal coordinates were scaled from a topographic map and have
 HX0794.an estimated accuracy of +/- 6 seconds.
 HX0794
 HX0794.The orthometric height was determined by differential leveling
 HX0794.and adjusted by the National Geodetic Survey in June 1991..
 HX0794
 HX0794.The geoid height was determined by GEOID03.
 HX0794
 HX0794.The dynamic height is computed by dividing the NAVD 88
 HX0794.geopotential number by the normal gravity value computed on the
 HX0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0794.degrees latitude (g = 980.6199 gals.).
 HX0794
 HX0794.The modeled gravity was interpolated from observed gravity values.
 HX0794
 HX0794;                    North         East    Units  Estimated Accuracy
 HX0794;SPC WV S     -   141,510.      666,650.      MT  (+/- 180 meters Scaled)
 HX0794
 HX0794                          SUPERSEDED SURVEY CONTROL
 HX0794
 HX0794  NGVD 29 (??/??/92) 1387.944  (m)         4553.61   (f) ADJ UNCH    2 0
 HX0794
 HX0794.Superseded values are not recommended for survey control.
 HX0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0794.See file dsdata.txt to determine how the superseded data were derived.
 HX0794
 HX0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC666363(NAD 83)
 HX0794_MARKER: DR = REFERENCE MARK DISK
 HX0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0794_STAMPING: BLACK NO 1 1962
 HX0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0794+STABILITY: SURFACE MOTION
 HX0794
 HX0794  HISTORY     - Date     Condition        Report By
 HX0794  HISTORY     - 1961     MONUMENTED       CGS
 HX0794
 HX0794                          STATION DESCRIPTION
 HX0794
 HX0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0794'13 MI W FROM WOODROW.
 HX0794'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0794'GRADE SCHOOL, THENCE ABOUT 11.25 MILES NORTHWEST AND SOUTHWEST
 HX0794'ALONG U.S. FORESTRY ROAD 76, THENCE 0.35 MILE SOUTHEAST ALONG
 HX0794'BLACK MOUNTAIN TRAIL (VERY NARROW) LEADING TO ABOUT THE HIGHEST
 HX0794'POINT ON THE MOUNTAIN, AT A POINT WHERE THE BLACK MOUNTAIN FIRE
 HX0794'TOWER ONCE STOOD, AT THE WEST EDGE OF A CLEARED FIELD PRESENTLY
 HX0794'USED FOR A GAME FEED, 26 FEET NORTH OF THE CENTER LINE OF THE
 HX0794'TRAIL, 33.6 FEET NORTHEAST OF BLACK STATION, A REFERENCE MARK
 HX0794'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 5
 HX0794'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0792 ***********************************************************************
 HX0792  DESIGNATION -  BLACK RM 2
 HX0792  PID         -  HX0792
 HX0792  STATE/COUNTY-  WV/POCAHONTAS
 HX0792  USGS QUAD   -  WOODROW (1995)
 HX0792
 HX0792                         *CURRENT SURVEY CONTROL
 HX0792  ___________________________________________________________________
 HX0792* NAD 83(1986)-  38 16 21.     (N)    080 14 18.     (W)     SCALED    
 HX0792* NAVD 88     -      1388.066  (meters)    4554.01   (feet)  ADJUSTED  
 HX0792  ___________________________________________________________________
 HX0792  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HX0792  DYNAMIC HT  -        1386.919 (meters)    4550.25  (feet)  COMP
 HX0792  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 HX0792
 HX0792  VERT ORDER  -  SECOND    CLASS 0
 HX0792
 HX0792.The horizontal coordinates were scaled from a topographic map and have
 HX0792.an estimated accuracy of +/- 6 seconds.
 HX0792
 HX0792.The orthometric height was determined by differential leveling
 HX0792.and adjusted by the National Geodetic Survey in June 1991..
 HX0792
 HX0792.The geoid height was determined by GEOID03.
 HX0792
 HX0792.The dynamic height is computed by dividing the NAVD 88
 HX0792.geopotential number by the normal gravity value computed on the
 HX0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0792.degrees latitude (g = 980.6199 gals.).
 HX0792
 HX0792.The modeled gravity was interpolated from observed gravity values.
 HX0792
 HX0792;                    North         East    Units  Estimated Accuracy
 HX0792;SPC WV S     -   141,510.      666,650.      MT  (+/- 180 meters Scaled)
 HX0792
 HX0792                          SUPERSEDED SURVEY CONTROL
 HX0792
 HX0792  NGVD 29 (??/??/92) 1388.172  (m)         4554.36   (f) ADJ UNCH    2 0
 HX0792
 HX0792.Superseded values are not recommended for survey control.
 HX0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0792.See file dsdata.txt to determine how the superseded data were derived.
 HX0792
 HX0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC666363(NAD 83)
 HX0792_MARKER: DR = REFERENCE MARK DISK
 HX0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0792_STAMPING: BLACK NO 2 1962
 HX0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0792+STABILITY: SURFACE MOTION
 HX0792
 HX0792  HISTORY     - Date     Condition        Report By
 HX0792  HISTORY     - 1961     MONUMENTED       CGS
 HX0792
 HX0792                          STATION DESCRIPTION
 HX0792
 HX0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0792'13 MI W FROM WOODROW.
 HX0792'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0792'GRADE SCHOOL, THENCE 11.25 MILES NORTHWEST AND SOUTHWEST ALONG
 HX0792'U.S. FORESTRY ROAD 76, THENCE 0.35 MILE SOUTHEAST ALONG BLACK
 HX0792'MOUNTAIN TRAIL (VERY NARROW) LEADING TO ABOUT THE HIGHEST POINT
 HX0792'ON THE MOUNTAIN, AT A POINT WHERE THE BLACK MOUNTAIN FIRE TOWER
 HX0792'ONCE STOOD, AT THE WEST EDGE OF A CLEARED FIELD PRESENTLY USED
 HX0792'FOR A GAME FEED, 7 FEET NORTHEAST OF THE CENTER LINE OF THE
 HX0792'TRAIL, 20 FEET EAST AND ACROSS THE TRAIL FROM A 8-INCH TRIANGULAR
 HX0792'BLAZED SPRUCE TREE, 43.1 FEET NORTHWEST OF STATION BLACK, ABOUT
 HX0792'LEVEL WITH THE GROUND, AND A REFERENCE MARK DISK SET IN THE TOP
 HX0792'OF A CONCRETE POST THAT PROJECTS ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3455 ***********************************************************************
 GX3455  DESIGNATION -  BLAIR
 GX3455  PID         -  GX3455
 GX3455  STATE/COUNTY-  WV/LOGAN
 GX3455  USGS QUAD   -  AMHERSTDALE (1989)
 GX3455
 GX3455                         *CURRENT SURVEY CONTROL
 GX3455  ___________________________________________________________________
 GX3455* NAD 83(1995)-  37 51 46.00853(N)    081 51 21.94543(W)     ADJUSTED  
 GX3455* NAVD 88     -       597.58   (+/-2cm)    1960.6    (feet)  VERTCON   
 GX3455  ___________________________________________________________________
 GX3455  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 GX3455  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GX3455
 GX3455  HORZ ORDER  -  THIRD
 GX3455  VERT ORDER  -  THIRD ? (See Below)
 GX3455
 GX3455.The horizontal coordinates were established by classical geodetic methods
 GX3455.and adjusted by the National Geodetic Survey in April 1998..
 GX3455
 GX3455.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3455.The vertical order pertains to the NGVD 29 superseded value.
 GX3455
 GX3455.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3455
 GX3455.The geoid height was determined by GEOID03.
 GX3455
 GX3455;                    North         East     Units Scale Factor Converg.
 GX3455;SPC WV S     -    96,106.183   524,672.582   MT  0.99994135   -0 31 45.2
 GX3455;UTM  17      - 4,190,935.681   424,696.528   MT  0.99966984   -0 31 31.7
 GX3455
 GX3455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3455!SPC WV S     -   0.99991122  x   0.99994135  =   0.99985257
 GX3455!UTM  17      -   0.99991122  x   0.99966984  =   0.99958109
 GX3455
 GX3455|---------------------------------------------------------------------|
 GX3455| PID    Reference Object                     Distance      Geod. Az  |
 GX3455|                                                           dddmmss.s |
 GX3455| DC3845 BLAIR RM 1                           15.808 METERS 15142     |
 GX3455| DC3846 BLAIR RM 2                           17.615 METERS 28750     |
 GX3455| GX3454 BLAIR WV SCC RADIO TEL MAST          65.301 METERS 30824     |
 GX3455| GX3453 MIFFLIN                             APPROX. 7.0 KM 3492141.8 |
 GX3455|---------------------------------------------------------------------|
 GX3455
 GX3455                          SUPERSEDED SURVEY CONTROL
 GX3455
 GX3455  NAD 83(1995)-  37 51 46.01079(N)    081 51 21.94567(W) AD(       ) 3
 GX3455  NAD 83(1986)-  37 51 46.01629(N)    081 51 21.95162(W) AD(       ) 3
 GX3455  NAD 27      -  37 51 45.63680(N)    081 51 22.52020(W) AD(       ) 3
 GX3455  NGVD 29 (07/19/86)  597.77   (m)         1961.2    (f) LEVELING    3  
 GX3455
 GX3455.Superseded values are not recommended for survey control.
 GX3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3455.See file dsdata.txt to determine how the superseded data were derived.
 GX3455
 GX3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB2469790936(NAD 83)
 GX3455_MARKER: DS = TRIANGULATION STATION DISK
 GX3455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3455
 GX3455  HISTORY     - Date     Condition        Report By
 GX3455  HISTORY     - 1957     MONUMENTED       CGS
 GX3455  HISTORY     - 1975     GOOD             NGS
 GX3455
 GX3455                          STATION DESCRIPTION
 GX3455
 GX3455'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3455'THE STATION IS APPROXIMATELY 7-1/2 MILES EAST OF LOGAN, 8-1/4 MILES
 GX3455'NORTH-NORTHEAST OF MAN ON A HIGH POINT KNOWN LOCALLY AS BLAIR
 GX3455'MOUNTAIN AND IS OCCUPIED BY THE BLAIR MOUNTAIN FIRE TOWER.
 GX3455'
 GX3455'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 119 AND STATE HIGHWAY 10
 GX3455'IN STOLLINGS, 2 MILES EAST OF LOGAN, GO EAST ON U.S. HIGHWAY 119 FOR
 GX3455'7.95 MILES TO A SIDE ROAD RIGHT, TURN RIGHT ON DIRT ROAD FOR 0.35
 GX3455'MILE TO A FORK, KEEP RIGHT FORK FOR 0.05 MILE TO ANOTHER FORK,
 GX3455'TAKE RIGHT FORK FOR 0.25 MILE TO THE FIRE TOWER AND THE STATION.
 GX3455'
 GX3455'STATION MARKS ARE STANDARD DISKS STAMPED BLAIR 1957. THE SURFACE DISK
 GX3455'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 40
 GX3455'FEET EAST OF THE CENTER OF THE ROAD, 24 FEET SOUTHWEST OF THE
 GX3455'NORTHWEST CORNER OF THE FENCE AROUND THE FIRE TOWER AND 18 FEET
 GX3455'NORTHWEST OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE FIRE TOWER.
 GX3455'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 GX3455'INCHES BELOW THE SURFACE OF THE GROUND. A STANDARD WITNESS POST WAS
 GX3455'SET 2 FEET NORTH-NORTHWEST OF THE MARK.
 GX3455'
 GX3455'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED BLAIR NO. 1 1957, IS
 GX3455'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 55
 GX3455'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE FIRE
 GX3455'TOWER, 36 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE FENCE
 GX3455'AROUND THE FIRE TOWER, 34 FEET NORTH OF THE CENTER OF THE DIRT ROAD
 GX3455'AROUND THE FIRE TOWER AND 6 FEET SOUTH OF A BARBACUE PIT.
 GX3455'
 GX3455'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED BLAIR NO. 2 1957, IS
 GX3455'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS 33
 GX3455'FEET EAST OF A POWER POLE AND 21 FEET WEST OF THE CENTER OF THE DIRT
 GX3455'ROAD AROUND THE FIRE TOWER.
 GX3455'
 GX3455'NO AZIMUTH MARK SET TO THIS STATION.
 GX3455'
 GX3455'HEIGHT OF LIGHT ABOVE STATION MARK 22.07 METERS.
 GX3455
 GX3455                          STATION RECOVERY (1975)
 GX3455
 GX3455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GX3455'THE STATION MARK AND REFERENCE MARK ONE WERE RECOVERED AND FOUND IN
 GX3455'GOOD CONDITION.  REFERENCE MARK TWO WAS FOUND DESTROYED.  A NEW
 GX3455'REFERENCE MARK THREE WAS ESTABLISHED AT THIS DATE.  THE DISTANCE TO
 GX3455'REFERENCE MARK ONE WAS FOUND TO BE 0.013 METER SHORTER THAN STATED
 GX3455'IN THE 1957 DESCRIPTION.  THE 1957 MEASUREMENT IS BELIEVED TO HAVE
 GX3455'BEEN A SLOPE DISTANCE.  THE DIRECTION BETWEEN ETHEL 1957 AND
 GX3455'REFERENCE MARK 1 WERE WITHIN CLOSE AGREEMENT WITH THE 1957
 GX3455'OBSERVATIONS.
 GX3455'
 GX3455'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 GX3455'
 GX3455'THE STATION IS LOCATED ABOUT 8-1/4 MILES NORTH-NORTHEAST OF MAN,
 GX3455'7-1/2 MILES EAST OF LOGAN AND ON WHAT IS LOCALLY KNOWN AS BLAIR
 GX3455'MOUNTAIN.  THE PROPERTY IS OWNED BY THE STATE OF WEST VIRGINIA.
 GX3455'
 GX3455'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 119 AND STATE HIGHWAY 10
 GX3455'IN STOLLINGS, GO EAST ON U.S. HIGHWAY 119 FOR 7.95 MILES TO A SIDE
 GX3455'ROAD RIGHT NEAR THE TOP OF BLAIR MOUNTAIN. TURN RIGHT AND GO
 GX3455'SOUTHERLY ON A DIRT ROAD FOR 0.35 MILE TO A FORK.  KEEP RIGHT AND GO
 GX3455'NORTHWEST ON THE DIRT ROAD FOR 0.05 MILE TO A FORK.  KEEP RIGHT AND
 GX3455'GO NORTH ON THE DIRT ROAD FOR 0.25 MILE TO THE BLAIR MOUNTAIN
 GX3455'LOOKOUT TOWER AND THE STATION JUST WEST OF THE TOWER.
 GX3455'
 GX3455'THE STATION MARK IS A STANDARD DISK STAMPED BLAIR 1957, SET IN THE
 GX3455'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 GX3455'IT IS 40 FEET EAST OF THE CENTER OF THE DIRT ROAD, 24 FEET SOUTHWEST
 GX3455'OF THE NORTHWEST CORNER OF THE FENCE AROUND THE LOOKOUT TOWER,
 GX3455'18 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE FENCE, 24 FEET SOUTH
 GX3455'OF A 12-INCH PINE TREE AND 2 FEET SOUTH OF A WITNESS POST.
 GX3455'
 GX3455'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLAIR NO 1 1957, SET IN
 GX3455'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GX3455'2-INCHES. IT IS 53 FEET SOUTHEAST OF THE WITNESS POST, 39 FEET
 GX3455'SOUTHWEST OF THE ENTRANCE TO THE FIRE TOWER AND 35 FEET SOUTH OF THE
 GX3455'SOUTHWEST CORNER OF THE FENCE.
 GX3455'
 GX3455'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BLAIR 1957 NO 3 1975,
 GX3455'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION FOR THE
 GX3455'NORTHWEST CORNER OF THE FENCE AROUND THE LOOKOUT TOWER.  IT IS 22
 GX3455'FEET NORTHEAST OF THE WITNESS POST, 9 FEET SOUTHEAST OF THE PINE TREE
 GX3455'AND 0.4 FOOT NORTHWEST OF THE NORTHWEST CORNER OF THE FENCE. (NOTE
 GX3455'DESCRIBED)
 GX3455'
 GX3455'THERE IS NO AZIMUTH MARK AT THIS STATION AND THERE ARE NO SUITABLE
 GX3455'LOCATIONS TO ESTABLISH ONE AT THIS DATE.
 GX3455'
 GX3455'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-- 7-1/2 MILES EAST
 GX3455'OF LOGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3074 ***********************************************************************
 HX3074  DESIGNATION -  BLAIR
 HX3074  PID         -  HX3074
 HX3074  STATE/COUNTY-  WV/KANAWHA
 HX3074  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3074
 HX3074                         *CURRENT SURVEY CONTROL
 HX3074  ___________________________________________________________________
 HX3074* NAD 83(1995)-  38 20 31.44346(N)    081 38 12.42371(W)     ADJUSTED  
 HX3074* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 HX3074  ___________________________________________________________________
 HX3074  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 HX3074  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HX3074
 HX3074  HORZ ORDER  -  SECOND
 HX3074
 HX3074.The horizontal coordinates were established by classical geodetic methods
 HX3074.and adjusted by the National Geodetic Survey in April 1998..
 HX3074
 HX3074.The orthometric height was scaled from a topographic map.
 HX3074
 HX3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3074
 HX3074.The geoid height was determined by GEOID03.
 HX3074
 HX3074;                    North         East     Units Scale Factor Converg.
 HX3074;SPC WV S     -   149,145.920   544,334.823   MT  0.99992945   -0 23 37.2
 HX3074;UTM  17      - 4,243,961.080   444,352.458   MT  0.99963814   -0 23 42.2
 HX3074
 HX3074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3074!SPC WV S     -   0.99996583  x   0.99992945  =   0.99989528
 HX3074!UTM  17      -   0.99996583  x   0.99963814  =   0.99960398
 HX3074
 HX3074:                Primary Azimuth Mark                     Grid Az
 HX3074:SPC WV S     -  CHARLESTON CITY POLICE MAST              020 21 39.7
 HX3074:UTM  17      -  CHARLESTON CITY POLICE MAST              020 21 44.7
 HX3074
 HX3074|---------------------------------------------------------------------|
 HX3074| PID    Reference Object                     Distance      Geod. Az  |
 HX3074|                                                           dddmmss.s |
 HX3074| HX3065 CHARLESTON CITY POLICE MAST         APPROX. 1.0 KM 0195802.5 |
 HX3074| HX3062 CHARLESTON D BOONE HOTEL TK         APPROX. 1.1 KM 0214727.3 |
 HX3074| HX3053 CHARLESTON MILLING CO TANK          APPROX. 1.3 KM 0571500.6 |
 HX3074| HX3044 CHARLESTON STATE CAPITOL DOME       APPROX. 2.2 KM 1063745.2 |
 HX3074| DC3843 BLAIR RM 1                           21.907 METERS 12406     |
 HX3074| DC3844 BLAIR RM 2                           20.995 METERS 26843     |
 HX3074| HX3087 CHARLESTON S HILLS MUN TANK         APPROX. 0.7 KM 2821514.9 |
 HX3074| HX3089 FORT                                APPROX. 1.9 KM 3043852.4 |
 HX3074|---------------------------------------------------------------------|
 HX3074
 HX3074                          SUPERSEDED SURVEY CONTROL
 HX3074
 HX3074  NAD 83(1995)-  38 20 31.45072(N)    081 38 12.42882(W) AD(       ) 2
 HX3074  NAD 83(1986)-  38 20 31.45153(N)    081 38 12.42996(W) AD(       ) 2
 HX3074  NAD 27      -  38 20 31.10300(N)    081 38 12.98600(W) AD(       ) 2
 HX3074
 HX3074.Superseded values are not recommended for survey control.
 HX3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3074.See file dsdata.txt to determine how the superseded data were derived.
 HX3074
 HX3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4435243961(NAD 83)
 HX3074_MARKER: DS = TRIANGULATION STATION DISK
 HX3074_SETTING: 0 = UNSPECIFIED SETTING
 HX3074
 HX3074  HISTORY     - Date     Condition        Report By
 HX3074  HISTORY     - 1944     MONUMENTED       CGS
 HX3074  HISTORY     - 1961     GOOD             CGS
 HX3074
 HX3074                          STATION DESCRIPTION
 HX3074
 HX3074'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3074'STATION IS LOCATED
 HX3074'ABOUT 1.0 MILE SW
 HX3074'OF THE CENTER OF CHARLESTON, ON THE SW BANK OF
 HX3074'THE KANAWHA RIVER, AND ON PROPERTY
 HX3074'OF MR. BLAIR.  THE MARK IS
 HX3074'SITUATED IN THE LAWN OF THE BLAIR RESIDENCE, 58.5
 HX3074'FEET S OF THE
 HX3074'SW CORNER OF THE HOUSE, 37 FEET E OF THE APPROXIMATE CENTER LINE
 HX3074'OF THE ROAD, AND
 HX3074'3 FEET S OF AN OUTDOOR BARBECUE PIT.  THE DISK
 HX3074'IS STAMPED BLAIR 1944 AND IS FLUSH
 HX3074'WITH THE SURFACE OF THE  GROUND.
 HX3074'
 HX3074'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 HX3074'SET IN CONCRETE.
 HX3074'
 HX3074'REFERENCE MARK 1 IS AT THE N EDGE OF A SIDEWALK WHICH RUNS
 HX3074'ALONG THE FRONT OF
 HX3074'A HOUSE, 16 FEET W OF THE FRONT DOOR OF THE
 HX3074'HOUSE, AND 12 FEET S OF THE CENTER
 HX3074'LINE OF A CIRCULAR DRIVEWAY.
 HX3074'IT IS STAMPED BLAIR NO 1 1944 AND IS FLUSH WITH THE
 HX3074'SURFACE OF THE GROUND.
 HX3074'
 HX3074'REFERENCE MARK 2 IS SITUATED W OF THE S FACE OF THE BLAIR
 HX3074'RESIDENCE AND 6
 HX3074'FEET W OF THE N-S ROAD.  IT IS STAMPED BLAIR NO
 HX3074'2 1944 AND IS FLUSH WITH THE
 HX3074'SURFACE OF THE GROUND.
 HX3074'
 HX3074'NO SUITABLE SITE WAS AVAILABLE FOR AN AZIMUTH MARK.
 HX3074'
 HX3074'TO REACH THE STATION FROM THE SW END OF THE KANAWHA RIVER
 HX3074'BRIDGE IN DOWNTOWN
 HX3074'CHARLESTON, GO RIGHT UPHILL FROM THE CHESAPEAKE
 HX3074'AND OHIO RAILWAY DEPOT FOR 0.3 MILE
 HX3074'TO A FORK.  TAKE THE LEFT FORK
 HX3074'FOR 0.1 MILE TO THE END OF PAVED STREET.  TURN RIGHT
 HX3074'FOR 0.05 MILE,
 HX3074'THEN LEFT FOR 0.05 MILE TO THE BLAIR RESIDENCE AND STATION ON THE
 HX3074'LEFT.
 HX3074'
 HX3074'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HX3074
 HX3074                          STATION RECOVERY (1961)
 HX3074
 HX3074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 HX3074'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HX3074'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3454 ***********************************************************************
 GX3454  DESIGNATION -  BLAIR WV SCC RADIO TEL MAST
 GX3454  PID         -  GX3454
 GX3454  STATE/COUNTY-  WV/LOGAN
 GX3454  USGS QUAD   -  AMHERSTDALE (1989)
 GX3454
 GX3454                         *CURRENT SURVEY CONTROL
 GX3454  ___________________________________________________________________
 GX3454* NAD 83(1995)-  37 51 47.32409(N)    081 51 24.03910(W)     ADJUSTED  
 GX3454* NAVD 88     -                                                        
 GX3454  ___________________________________________________________________
 GX3454  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 GX3454  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GX3454
 GX3454  HORZ ORDER  -  THIRD
 GX3454
 GX3454.The horizontal coordinates were established by classical geodetic methods
 GX3454.and adjusted by the National Geodetic Survey in April 1998..
 GX3454
 GX3454
 GX3454.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3454
 GX3454.The geoid height was determined by GEOID03.
 GX3454
 GX3454;                    North         East     Units Scale Factor Converg.
 GX3454;SPC WV S     -    96,147.213   524,621.786   MT  0.99994131   -0 31 46.5
 GX3454;UTM  17      - 4,190,976.696   424,645.742   MT  0.99966994   -0 31 33.0
 GX3454
 GX3454                          SUPERSEDED SURVEY CONTROL
 GX3454
 GX3454  NAD 83(1995)-  37 51 47.32634(N)    081 51 24.03935(W) AD(       ) 4
 GX3454  NAD 83(1986)-  37 51 47.33226(N)    081 51 24.04552(W) AD(       ) 4
 GX3454  NAD 27      -  37 51 46.95400(N)    081 51 24.61500(W) AD(       ) 3
 GX3454
 GX3454.Superseded values are not recommended for survey control.
 GX3454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3454.See file dsdata.txt to determine how the superseded data were derived.
 GX3454
 GX3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB2464690977(NAD 83)
 GX3454_MARKER: 42 = RADIO/TV MAST
 GX3454
 GX3454  HISTORY     - Date     Condition        Report By
 GX3454  HISTORY     - 1957     FIRST OBSERVED   CGS
 GX3454  HISTORY     - 1975     GOOD             NGS
 GX3454
 GX3454                          STATION DESCRIPTION
 GX3454
 GX3454'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3454'THE STATION IS ABOUT 2 MILES WEST-SOUTHWEST OF BLAIR, 4 MILES EAST OF
 GX3454'ETHEL, 0.3 MILE SOUTH OF U.S. HIGHWAY 119 AND ON TOP OF A POINT
 GX3454'LOCALLY KNOWN AS BLAIR MOUNTAIN.
 GX3454'
 GX3454'THE STATION IS THE ANTENNA ATOP THE SLENDER STEEL STRUCTURE WHICH IS
 GX3454'ABOUT 125 FEET HIGH AND ABOUT 200 FEET NORTHWEST OF THE HIGHEST PART
 GX3454'OF THE HILL.
 GX3454
 GX3454                          STATION RECOVERY (1975)
 GX3454
 GX3454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GX3454'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THIS STATION
 GX3454'WAS INTERSECTED FROM TRIANGULATION STATION BLAIR AT THIS DATE.  THE
 GX3454'TOP OF THE MAST WAS SWAYING ABOUT 2 FEET IN THE HARD WINDS AND THE
 GX3454'ANGLE TO IT COULD NOT BE VARIFIED DUE TO THE HARD WINDS AND THE
 GX3454'VERY SHORT DISTANCE.
 GX3454'
 GX3454'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES EAST
 GX3454'OF LOGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1454 ***********************************************************************
 JW1454  DESIGNATION -  BLANK
 JW1454  PID         -  JW1454
 JW1454  STATE/COUNTY-  WV/HAMPSHIRE
 JW1454  USGS QUAD   -  RIO (1970)
 JW1454
 JW1454                         *CURRENT SURVEY CONTROL
 JW1454  ___________________________________________________________________
 JW1454* NAD 83(1995)-  39 14 19.81470(N)    078 38 04.64731(W)     ADJUSTED  
 JW1454* NAVD 88     -       768.25   (+/-2cm)    2520.5    (feet)  VERTCON   
 JW1454  ___________________________________________________________________
 JW1454  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 JW1454  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JW1454
 JW1454  HORZ ORDER  -  FIRST
 JW1454  VERT ORDER  -  THIRD ? (See Below)
 JW1454
 JW1454.The horizontal coordinates were established by classical geodetic methods
 JW1454.and adjusted by the National Geodetic Survey in April 1998..
 JW1454
 JW1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1454.The vertical order pertains to the NGVD 29 superseded value.
 JW1454
 JW1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1454
 JW1454.The geoid height was determined by GEOID03.
 JW1454
 JW1454;                    North         East     Units Scale Factor Converg.
 JW1454;SPC WV N     -    82,383.171   674,707.826   MT  0.99996343   +0 33 06.9
 JW1454;UTM  17      - 4,345,947.524   704,143.369   MT  1.00011316   +1 29 48.3
 JW1454
 JW1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1454!SPC WV N     -   0.99988465  x   0.99996343  =   0.99984808
 JW1454!UTM  17      -   0.99988465  x   1.00011316  =   0.99999780
 JW1454
 JW1454:                Primary Azimuth Mark                     Grid Az
 JW1454:SPC WV N     -  BLANK AZ MK                              037 51 15.3
 JW1454:UTM  17      -  BLANK AZ MK                              036 54 33.9
 JW1454
 JW1454|---------------------------------------------------------------------|
 JW1454| PID    Reference Object                     Distance      Geod. Az  |
 JW1454|                                                           dddmmss.s |
 JW1454| CK6676 BLANK AZ MK                                        0382422.2 |
 JW1454| JW1396 PITTSBURGH WASHINGTON AWY BN 8      APPROX.42.6 KM 0402708.6 |
 JW1454| CK6678 BLANK RM 2                            2.880 METERS 24932     |
 JW1454| CK6677 BLANK RM 1                            8.713 METERS 34114     |
 JW1454|---------------------------------------------------------------------|
 JW1454
 JW1454                          SUPERSEDED SURVEY CONTROL
 JW1454
 JW1454  NAD 83(1995)-  39 14 19.81687(N)    078 38 04.64752(W) AD(       ) 1
 JW1454  NAD 83(1995)-  39 14 19.81738(N)    078 38 04.65105(W) AD(       ) 1
 JW1454  NAD 83(1986)-  39 14 19.81786(N)    078 38 04.65380(W) AD(       ) 1
 JW1454  NAD 27      -  39 14 19.44330(N)    078 38 05.61920(W) AD(       ) 1
 JW1454  NGVD 29 (07/19/86)  768.40   (m)         2521.0    (f) LEVELING    3  
 JW1454
 JW1454.Superseded values are not recommended for survey control.
 JW1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1454.See file dsdata.txt to determine how the superseded data were derived.
 JW1454
 JW1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD0414345948(NAD 83)
 JW1454_MARKER: DS = TRIANGULATION STATION DISK
 JW1454_SETTING: 80 = SET IN A BOULDER
 JW1454_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1454
 JW1454  HISTORY     - Date     Condition        Report By
 JW1454  HISTORY     - 1941     MONUMENTED       CGS
 JW1454  HISTORY     - 1948     GOOD             USGS
 JW1454
 JW1454                          STATION DESCRIPTION
 JW1454
 JW1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1454'STATION IS ON THE
 JW1454'NE END OF SHORT
 JW1454'MOUNTAIN ABOUT 4 MILES S OF THE VILLAGE OF AUGUSTA.
 JW1454'IT IS ABOUT 25 YARDS NE OF THE
 JW1454'HIGHEST POINT IN THE CLOSE VICINITY
 JW1454'AND 12 FEET SE OF A 15-INCH CHESTNUT OAK BEARING
 JW1454'A TRAINGULAR BLAZE.
 JW1454'
 JW1454'STATION MARK IS A STANDARD DISK, STAMPED BLANK 1941, WEDGED
 JW1454'IN A DRILL HOLE IN
 JW1454'A BOULDER, PROJECTING 3 INCHES.
 JW1454'
 JW1454'REFERENCE MARK NO. 1 IS 5 FEET E OF A 24-INCH CHESTNUT OAK
 JW1454'AND IS A STANDARD
 JW1454'BRONZE DISK, STAMPED BLANK 1941 NO. 1, WEDGED
 JW1454'IN A DRILL HOLE IN A BOULDER,
 JW1454'PROJECTING 8 INCHES.
 JW1454'
 JW1454'REFERENCE MARK NO. 2 IS 12 FEET S OF A 15-INCH CHESTNUT OAK
 JW1454'BEARING A
 JW1454'TRAINGLE BLAZE.  IT IS A STANDARD BRONZE DISK, STAMPED
 JW1454'BLANK 1941 NO. 2, SET IN A
 JW1454'DRILL HOLE IN A BOULDER, PROJECTING 2 INCHES.
 JW1454'
 JW1454'AZIMUTH MARK IS A STANDARD BRONZE DISK, STAMPED BLANK 1941,
 JW1454'SET IN CONCRETE,
 JW1454'AND PROJECTS 1 FOOT.  IT IS 0.1 MILE W
 JW1454'OF A BARN, 25 FEET SW OF TWO
 JW1454'30-INCH OAKS, AND IN A FENCE ROW AT A GATE.
 JW1454'
 JW1454'TO REACH THE AZIMUTH MARK FROM MR. ZIMMERMANS HOUSE N OF
 JW1454'THE STATION, GO
 JW1454'EASTERLY 1.1 MILES AND TAKE LEFT FORK, THENCE 0.9
 JW1454'MILE AND PASS BETWEEN HOUSE AND
 JW1454'BARN, THENCE THROUGH ORCHARD 0.3
 JW1454'MILE AND TURN RIGHT, THENCE NORTHERLY ALONG
 JW1454'EASTERN SIDE OF FENCE
 JW1454'AND TURN LEFT THROUGH A GATE, THENCE WESTERLY 0.5 MILE PASSING
 JW1454'THROUGH
 JW1454'SEVERAL GATES TO A FENCE INTERSECTION AT 2 LARGE OAKS AND
 JW1454'THE MARK ON THE LEFT.
 JW1454'
 JW1454'TO REACH THE STATION FROM THE TOP OF THE HILL ON U.S. HIGHWAY
 JW1454'50 AT THE
 JW1454'SCHOOLHOUSE ON THE WESTERN EDGE OF AUGUSTA, GO EASTERLY
 JW1454'ON THE HIGHWAY 0.1 MILE AND
 JW1454'TURN RIGHT, THENCE SOUTHERLY 0.1 MILE
 JW1454'AND TAKE RIGHT FORK, THENCE SOUTHERLY 1.6
 JW1454'MILES AND TURN LEFT,
 JW1454'THENC EASTERLY 1.1 MILES AND TURN LEFT, THENCE NORTHERLY AND
 JW1454'EASTERLY 0.8 MILE
 JW1454'TO MR. ZIMMERMANS HOUSE ON THE RIGHT.  THE DESCRIPTION
 JW1454'OF THE ROUTE TO THE AZIMUTH
 JW1454'MARK BEGINS HERE.  TURN RIGHT
 JW1454'THROUGH BARNYARD AND FOLLOW FIELD ROADS TOWARD
 JW1454'THE STATION AND
 JW1454'INTO THE WOODS AS FAR AS MAY BE PRACTICABLE WHICH NOW IS ABOUT
 JW1454'0.5 MILE,
 JW1454'THENCE WALK UP STEEP TRAIL TO THE TOP OF THE SLOPE
 JW1454'RIDGE AND THEN SOUTHERLY
 JW1454'THROUGH THE BRUSH TO THE FIRST SUMMIT
 JW1454'AND THE STATION.
 JW1454'
 JW1454'ALL LINES OBSERVED WERE SEEN FROM A 4-FOOT STAND AFTER CLEARING.
 JW1454'THE LONGEST LINE
 JW1454'CLEARED WAS ABOUT 100 YARDS TOWARD STATION NATHAN.
 JW1454
 JW1454                          STATION RECOVERY (1948)
 JW1454
 JW1454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 JW1454'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN GOOD
 JW1454'CONDITION.
 JW1454'AZIMUTH MARK NOT LOOKED FOR.
 JW1454'
 JW1454'THE ZIMMERMAN PLACE HAS BEEN BOUGHT BY OTHERS, BUT THE NAME WAS NOT
 JW1454'ASCERTAINED.
 JW1454'
 JW1454'CAR CAN BE DRIVEN TO UPPER EDGE OF ORCHARD.
 JW1454'
 JW1454'STATION STAMPED BLANK 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3032 ***********************************************************************
 HX3032  DESIGNATION -  BLUE
 HX3032  PID         -  HX3032
 HX3032  STATE/COUNTY-  WV/KANAWHA
 HX3032  USGS QUAD   -  BLUE CREEK (1995)
 HX3032
 HX3032                         *CURRENT SURVEY CONTROL
 HX3032  ___________________________________________________________________
 HX3032* NAD 83(1995)-  38 26 32.72430(N)    081 28 46.27528(W)     ADJUSTED  
 HX3032* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 HX3032  ___________________________________________________________________
 HX3032  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 HX3032  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HX3032
 HX3032  HORZ ORDER  -  SECOND
 HX3032
 HX3032.The horizontal coordinates were established by classical geodetic methods
 HX3032.and adjusted by the National Geodetic Survey in April 1998..
 HX3032
 HX3032.The orthometric height was scaled from a topographic map.
 HX3032
 HX3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3032
 HX3032.The geoid height was determined by GEOID03.
 HX3032
 HX3032;                    North         East     Units Scale Factor Converg.
 HX3032;SPC WV S     -   160,202.113   558,139.662   MT  0.99993578   -0 17 47.2
 HX3032;UTM  17      - 4,255,013.544   458,153.420   MT  0.99962156   -0 17 53.3
 HX3032
 HX3032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3032!SPC WV S     -   0.99997587  x   0.99993578  =   0.99991166
 HX3032!UTM  17      -   0.99997587  x   0.99962156  =   0.99959744
 HX3032
 HX3032|---------------------------------------------------------------------|
 HX3032| PID    Reference Object                     Distance      Geod. Az  |
 HX3032|                                                           dddmmss.s |
 HX3032| DC3850 BLUE RM 1                            24.880 METERS 00718     |
 HX3032| DC3851 BLUE RM 2                            20.248 METERS 15445     |
 HX3032| DC3849 BLUE AZ MK                                         3270511.8 |
 HX3032| HX3031 HAMMICK                             APPROX. 1.6 KM 3442545.0 |
 HX3032|---------------------------------------------------------------------|
 HX3032
 HX3032                          SUPERSEDED SURVEY CONTROL
 HX3032
 HX3032  NAD 83(1986)-  38 26 32.73229(N)    081 28 46.28208(W) AD(       ) 2
 HX3032  NAD 27      -  38 26 32.38200(N)    081 28 46.84300(W) AD(       ) 2
 HX3032
 HX3032.Superseded values are not recommended for survey control.
 HX3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3032.See file dsdata.txt to determine how the superseded data were derived.
 HX3032
 HX3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5815355014(NAD 83)
 HX3032_MARKER: DS = TRIANGULATION STATION DISK
 HX3032_SETTING: 0 = UNSPECIFIED SETTING
 HX3032
 HX3032  HISTORY     - Date     Condition        Report By
 HX3032  HISTORY     - 1944     MONUMENTED       CGS
 HX3032  HISTORY     - 1958     GOOD             CGS
 HX3032  HISTORY     - 1961     GOOD             CGS
 HX3032  HISTORY     - 1970     GOOD             LOCENG
 HX3032
 HX3032                          STATION DESCRIPTION
 HX3032
 HX3032'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3032'STATION IS LOCATED
 HX3032'ABOUT 12 MILES NE
 HX3032'OF CHARLESTON, ABOUT 6 MILES (AIR LINE) SW OF
 HX3032'CLENDENIN, ABOUT 0.35 MILE NE OF THE
 HX3032'ELKVIEW RAILROAD STATION,
 HX3032'ABOUT 0.15 MILE NE OF THE JUNCTION OF AARONS FORK ROAD
 HX3032'AND U.S.
 HX3032'HIGHWAY 119, AND ON LAND OWNED BY MRS. A. DAUGHERTY WHO LIVES IN
 HX3032'A LARGE WHITE
 HX3032'HOUSE S OF THE STATION.  IT IS 120 FEET S OF THE S
 HX3032'RAIL OF THE RAILROAD TRACKS, 11
 HX3032'FEET W OF THE CENTER LINE OF THE
 HX3032'DRIVEWAY, AND ABOUT 300 FEET W OF A LARGE RED
 HX3032'BRICK SCHOOLHOUSE.
 HX3032'IT IS STAMPED BLUE 1944 AND IS 12 INCHES BELOW THE SURFACE OF
 HX3032'THE GROUND.
 HX3032'
 HX3032'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3032'DISKS SET IN CONCRETE.
 HX3032'
 HX3032'REFERENCE MARK 1 IS IN A ROW OF TREES, 42 FEET S OF THE S
 HX3032'RAIL OF THE
 HX3032'RAILROAD TRACKS, AND 9 FEET E OF THE CENTER LINE OF
 HX3032'THE DRIVEWAY.  IT IS STAMPED
 HX3032'BLUE NO 1 1944 AND PROJECTS ABOUT
 HX3032'4 INCHES ABOVE THE GROUND.
 HX3032'
 HX3032'REFERENCE MARK 2 IS IN A ROW OF TREES AND 8.5 FEET E OF THE
 HX3032'CENTER LINE OF THE
 HX3032'DRIVEWAY.  IT IS STAMPED BLUE NO 2 1944 AND
 HX3032'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 HX3032'
 HX3032'AZIMUTH MARK IS 0.2 MILE (AIR LINE) NW OF THE STATION, ON THE
 HX3032'PROERTY OWNED BY
 HX3032'P.N. DRAKE.  IT IS 20 FEET W OF THE CENTER LINE
 HX3032'OF THE ROAD AND 4.7 FEET N OF THE
 HX3032'NE CORNER OF A GARAGE.  IT IS
 HX3032'STAMPED BLUE 1944 AND PROJECTS ABOUT 4 INCHES.
 HX3032'
 HX3032'TO REACH AZIMUTH MARK FROM THE STATION, GO N ON PRIVATE DRIVE
 HX3032'TO U.S. HIGHWAY
 HX3032'119, TURN LEFT AND GO 0.15 MILE TO A HARD-SURFACED
 HX3032'ROAD RIGHT, TURN SHARP RIGHT AND
 HX3032'GO 0.15 MILE TO THE MARK ON THE LEFT
 HX3032'
 HX3032'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX3032
 HX3032                          STATION RECOVERY (1958)
 HX3032
 HX3032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3032'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 HX3032'DESCRIBED AND
 HX3032'FOUND TO BE IN GOOD CONDITION.
 HX3032
 HX3032                          STATION RECOVERY (1961)
 HX3032
 HX3032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 HX3032'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 HX3032'AND FOUND TO BE IN GOOD
 HX3032'CONDITION.
 HX3032'
 HX3032'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED THIS DATE.
 HX3032'
 HX3032'A CHECK OF JUST UNDER 1 MINUTE WAS OBTAINED BETWEEN THE REFERENCE
 HX3032'MARKS.
 HX3032
 HX3032                          STATION RECOVERY (1970)
 HX3032
 HX3032'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (LC)
 HX3032'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK AND
 HX3032'EFERENCE MARK WERE NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1919 ***********************************************************************
 HX1919  DESIGNATION -  BLUE CREEK
 HX1919  PID         -  HX1919
 HX1919  STATE/COUNTY-  WV/KANAWHA
 HX1919  USGS QUAD   -  BLUE CREEK (1995)
 HX1919
 HX1919                         *CURRENT SURVEY CONTROL
 HX1919  ___________________________________________________________________
 HX1919* NAD 83(1986)-  38 26 56.     (N)    081 27 21.     (W)     SCALED    
 HX1919* NAVD 88     -       187.678  (meters)     615.74   (feet)  ADJUSTED  
 HX1919  ___________________________________________________________________
 HX1919  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HX1919  DYNAMIC HT  -         187.549 (meters)     615.32  (feet)  COMP
 HX1919  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 HX1919
 HX1919  VERT ORDER  -  SECOND    CLASS 0
 HX1919
 HX1919.The horizontal coordinates were scaled from a topographic map and have
 HX1919.an estimated accuracy of +/- 6 seconds.
 HX1919
 HX1919.The orthometric height was determined by differential leveling
 HX1919.and adjusted by the National Geodetic Survey in June 1991..
 HX1919
 HX1919.The geoid height was determined by GEOID03.
 HX1919
 HX1919.The dynamic height is computed by dividing the NAVD 88
 HX1919.geopotential number by the normal gravity value computed on the
 HX1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1919.degrees latitude (g = 980.6199 gals.).
 HX1919
 HX1919.The modeled gravity was interpolated from observed gravity values.
 HX1919
 HX1919;                    North         East    Units  Estimated Accuracy
 HX1919;SPC WV S     -   160,910.      560,210.      MT  (+/- 180 meters Scaled)
 HX1919
 HX1919                          SUPERSEDED SURVEY CONTROL
 HX1919
 HX1919  NGVD 29 (??/??/92)  187.865  (m)          616.35   (f) ADJ UNCH    2 0
 HX1919
 HX1919.Superseded values are not recommended for survey control.
 HX1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1919.See file dsdata.txt to determine how the superseded data were derived.
 HX1919
 HX1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC602557(NAD 83)
 HX1919_MARKER: DB = BENCH MARK DISK
 HX1919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1919_SP_SET: STEP
 HX1919_STAMPING: BLUE CREEK 1933
 HX1919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1919
 HX1919  HISTORY     - Date     Condition        Report By
 HX1919  HISTORY     - 1933     MONUMENTED       CGS
 HX1919  HISTORY     - 20040428 POOR             INDIV
 HX1919
 HX1919                          STATION DESCRIPTION
 HX1919
 HX1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1919'AT BLUE CREEK.
 HX1919'AT BLUE CREEK, KANAWHA COUNTY, AT THE NEW YORK CENTRAL RAILROAD
 HX1919'BRIDGE OVER ELK RIVER, IN THE TOP OF THE SECOND STEP FROM THE
 HX1919'TOP OF THE SOUTHWEST WING WALL OF THE MASONRY ABUTMENT, ABOUT
 HX1919'11 YARDS NORTH OF THE CENTER LINE OF THE BALTIMORE AND OHIO
 HX1919'RAILROAD TRACK, ABOUT 4 YARDS WEST OF THE CENTER LINE OF THE
 HX1919'N.Y.C.R.R. TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 HX1919'STANDARD DISK, STAMPED BLUE CREEK 1933.
 HX1919
 HX1919                          STATION RECOVERY (2004)
 HX1919
 HX1919'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BWL)
 HX1919'THE DISK HAS BEEN REMOVED FROM ITS SETTING, THE METAL STEM FROM THE
 HX1919'SETTING STILL REMAINS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1421 ***********************************************************************
 GX1421  DESIGNATION -  BLUEFIELD
 GX1421  PID         -  GX1421
 GX1421  STATE/COUNTY-  WV/MERCER
 GX1421  USGS QUAD   -  BLUEFIELD (1979)
 GX1421
 GX1421                         *CURRENT SURVEY CONTROL
 GX1421  ___________________________________________________________________
 GX1421* NAD 83(1995)-  37 16 58.94931(N)    081 12 19.56489(W)     ADJUSTED  
 GX1421* NAVD 88     -       963.993  (meters)    3162.70   (feet)  ADJUSTED  
 GX1421  ___________________________________________________________________
 GX1421  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GX1421  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX1421  DYNAMIC HT  -         963.127 (meters)    3159.86  (feet)  COMP
 GX1421  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 GX1421
 GX1421  HORZ ORDER  -  SECOND
 GX1421  VERT ORDER  -  FIRST     CLASS II
 GX1421
 GX1421.The horizontal coordinates were established by classical geodetic methods
 GX1421.and adjusted by the National Geodetic Survey in April 1998..
 GX1421
 GX1421.The orthometric height was determined by differential leveling
 GX1421.and adjusted by the National Geodetic Survey in June 1991..
 GX1421.WARNING-Repeat measurements at this control monument indicate possible
 GX1421.vertical movement.
 GX1421
 GX1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1421
 GX1421.The geoid height was determined by GEOID03.
 GX1421
 GX1421.The dynamic height is computed by dividing the NAVD 88
 GX1421.geopotential number by the normal gravity value computed on the
 GX1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1421.degrees latitude (g = 980.6199 gals.).
 GX1421
 GX1421.The modeled gravity was interpolated from observed gravity values.
 GX1421
 GX1421;                    North         East     Units Scale Factor Converg.
 GX1421;SPC WV S     -    31,435.073   581,781.051   MT  1.00004842   -0 07 37.2
 GX1421;SPC VA S     - 1,108,830.810 3,260,125.969   MT  0.99994648   -1 38 31.2
 GX1421;SPC VA S     - 3,637,889.08 10,695,929.95   sFT  0.99994648   -1 38 31.2
 GX1421;UTM  17      - 4,126,291.609   481,789.195   MT  0.99960409   -0 07 28.0
 GX1421
 GX1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1421!SPC WV S     -   0.99985358  x   1.00004842  =   0.99990199
 GX1421!SPC VA S     -   0.99985358  x   0.99994648  =   0.99980006
 GX1421!UTM  17      -   0.99985358  x   0.99960409  =   0.99945772
 GX1421
 GX1421|---------------------------------------------------------------------|
 GX1421| PID    Reference Object                     Distance      Geod. Az  |
 GX1421|                                                           dddmmss.s |
 GX1421| GX1422 BLUEFIELD RM 1                       28.173 METERS 07913     |
 GX1421| GX3379 BLUEFIELD RADIO STA WKOY MAST       APPROX. 2.3 KM 1402752.7 |
 GX1421| GX1420 BLUEFIELD RM 2                       35.433 METERS 27007     |
 GX1421| DC3855 BLUEFIELD AZ MK                                    3494723.8 |
 GX1421|---------------------------------------------------------------------|
 GX1421
 GX1421                          SUPERSEDED SURVEY CONTROL
 GX1421
 GX1421  NAD 83(1995)-  37 16 58.94962(N)    081 12 19.56522(W) AD(       ) 2
 GX1421  NAD 83(1995)-  37 16 58.95699(N)    081 12 19.56010(W) AD(       ) 2
 GX1421  NAD 83(1986)-  37 16 58.95725(N)    081 12 19.56072(W) AD(       ) 2
 GX1421  NAD 27      -  37 16 58.53613(N)    081 12 20.20953(W) AD(       ) 2
 GX1421  NGVD 29 (??/??/92)  964.090  (m)         3163.02   (f) ADJ UNCH    1 2
 GX1421
 GX1421.Superseded values are not recommended for survey control.
 GX1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1421.See file dsdata.txt to determine how the superseded data were derived.
 GX1421
 GX1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8178926292(NAD 83)
 GX1421_MARKER: DS = TRIANGULATION STATION DISK
 GX1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1421_STAMPING: BLUEFIELD 1934 1963
 GX1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1421+STABILITY: SURFACE MOTION
 GX1421
 GX1421  HISTORY     - Date     Condition        Report By
 GX1421  HISTORY     - 1934     MONUMENTED       CGS
 GX1421  HISTORY     - 1934     GOOD             CGS
 GX1421  HISTORY     - 1948     GOOD             USGS
 GX1421  HISTORY     - 1955     GOOD             CGS
 GX1421  HISTORY     - 1958     MARK NOT FOUND   CGS
 GX1421  HISTORY     - 1961     SEE DESCRIPTION  VADH
 GX1421  HISTORY     - 1963     SEE DESCRIPTION  CGS
 GX1421  HISTORY     - 1965     MARK NOT FOUND   CGS
 GX1421  HISTORY     - 1965     GOOD             CGS
 GX1421  HISTORY     - 1965     GOOD             NGS
 GX1421
 GX1421                          STATION DESCRIPTION
 GX1421
 GX1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX1421'THIS STATION IS ON THE SUMMIT OF STONY RIDGE, ON PROPERTY OF E.F.
 GX1421'SMITH, AND IS AT THE CITY LIMITS OF BLUEFIELD.  MARK IS ABOUT 125
 GX1421'FEET SE OF HOME OF E.F. SMITH.
 GX1421'
 GX1421'SURFACE AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS SET IN THE
 GX1421'TOP OF CONCRETE CYLINDERS.
 GX1421'
 GX1421'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 GX1421'
 GX1421'REFERENCE MARK NO. 2 IS W OF STATION AT GATE TO MR. SMITHS YARD, AND
 GX1421'IS STAMPED NUMBER 11.
 GX1421'
 GX1421'REFERENCE MARK NO. 1 AND AZIMUTH MARK ARE STANDARD BRONZE DISKS
 GX1421'WEDGED IN DRILL HOLES IN BOULDERS.
 GX1421'
 GX1421'REFERENCE MARK NO. 1 IS E OF STATION IN LARGE BOULDER.
 GX1421'
 GX1421'AZIMUTH MARK IS N OF STATION ON SMALL RIDGE AND IS ON LINE WITH LARGE
 GX1421'DEAD SNAG.  MARK IS IN LARGE BOULDER.
 GX1421'
 GX1421'TO REACH STATION FROM RAILWAY STATION AT BLUEFIELD, GO E ON THE MAIN
 GX1421'STREET FOR 0.15 MILE TO OVERHEAD BRIDGE ON LEFT, CROSS BRIDGE AND
 GX1421'TURN RIGHT ONTO WAYNE STREET AND GO 0.45 MILE TO BLAND STREET, TURN
 GX1421'LEFT AND FOLLOW THIS STREET TO END, TURN LEFT FOR ONE BLOCK AND THEN
 GX1421'TURN RIGHT AROUND LARGE TREE, FOLLOW THIS ROUGH ROAD ABOUT 0.5 MILE
 GX1421'TO HOME OF MR.  SMITH AND STATION.
 GX1421'
 GX1421'A 64-FOOT TOWER WILL CLEAR ALL TREES.
 GX1421'
 GX1421'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 GX1421
 GX1421                          STATION RECOVERY (1934)
 GX1421
 GX1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX1421'THIS STATION IS ON THE SUMMIT OF STONY RIDGE HILL, AT THE NE CITY
 GX1421'LIMITS OF BLUEFIELD, W. VIRGINIA, ON THE PROPERTY OF E.F. SMITH.
 GX1421'
 GX1421'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GX1421'DISKS SET IN CONCRETE AND WERE
 GX1421'RECOVERED AS DESCRIBED.
 GX1421'
 GX1421'REFERENCE MARK NO. 1 IS W OF THE STATION, IN PASTURE, IN TOP OF LARGE
 GX1421'BOULDER.
 GX1421'
 GX1421'REFERENCE MARK NO. 2 IS W OF THE STATION, AT THE GATE OF MR. SMITHS
 GX1421'FRONT YARD.
 GX1421'
 GX1421'THE AZIMUTH MARK IS ABOUT 0.4 MILE N OF THE STATION, ON AN ADJOINING
 GX1421'RIDGE, ON THE HIGHEST POINT OF THE RIDGE, IN THE LONGITUDINAL
 GX1421'CENTER OF THE RIDGE, NEAR DEAD SNAG, IN TOP OF LARGE BOULDER.
 GX1421'
 GX1421'TO REACH THE STATION FROM THE NORFOLK AND WESTERN RAILWAY STATION AT
 GX1421'BLUEFIELD, W. VA., GO E ON THE MAIN STREET FOR 0.15 MILE, TURN LEFT
 GX1421'ACROSS OVERHEAD BRIDGE, AND TURN RIGHT ONTO WAYNE STREET AT END OF
 GX1421'BRIDGE, CONTINUE 0.45 MILE AND TURN LEFT ON CARTER STREET AND
 GX1421'CONTINUE FOR A SHORT DISTANCE TO END OF STREET AT TOP OF HILL, TURN
 GX1421'LEFT FOR ONE BLOCK AND TURN RIGHT AROUND 20-INCH LOCUST TREE ON
 GX1421'STEEP, ROUGH ROAD AND CONTINUE ABOUT 0.5 MILE TO SMITHS HOME AND THE
 GX1421'STATION, 125 FEET SE OF HIS HOUSE, 20 FEET W OF PASTURE FENCE LINE,
 GX1421'AT S EDGE OF THE SUMMIT.
 GX1421'
 GX1421'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 GX1421
 GX1421                          STATION RECOVERY (1948)
 GX1421
 GX1421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GX1421'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  STAMPED
 GX1421'BLUEFIELD 1934.
 GX1421'
 GX1421'STATION IS ON THE SUMMIT OF STONY RIDGE, ON PROPERTY OF MR. E.F.
 GX1421'SMITH, AT THE CITY LIMITS OF BLUEFIELD.  IT IS ABOUT 125 FEET SE
 GX1421'OF THE HOME OF MRS. SMITH AND ON TOP OF RIDGE ABOUT 50 FEET W OF
 GX1421'HIGHEST ROCK OUTCROP.  STATION MARK PROJECTS 10 INCHES AND IS
 GX1421'IN GRASSY AREA.
 GX1421'
 GX1421'R.M. 1 IS 92.35 FEET E OF STATION AND IN A LARGE BOULDER.  IT IS A
 GX1421'BRONZE DISK.
 GX1421'
 GX1421'R.M. 2 IS 116.23 FT W OF STATION, AT E SIDE OF GATE TO THE SMITH
 GX1421'YARD.  IT IS STAMPED NO II AND IS IN A CONCRETE MOUND.
 GX1421'
 GX1421'AZIMUTH MARK NOT SEARCHED FOR.
 GX1421'
 GX1421'TO REACH FROM THE RAILWAY STATION IN BLUEFIELD, GO E ON THE MAIN
 GX1421'STREET 0.15 MILE TO BRIDGE OVER TRACKS ON LEFT, CROSS BRIDGE AND
 GX1421'TURN RIGHT ONTO WAYNE STREET AND GO E 0.45 MILE TO CARTER STREET,
 GX1421'TURN LEFT ON CARTER STREET UP STEEP HILL FOR 0.2 MILE TO DIRT ROAD
 GX1421'LEFT, TURN LEFT, GOING STRAIGHT OVER CROSS ROAD AT 0.05 MILE AND
 GX1421'FOLLOW WINDING, ROCKY ROAD 0.8 MILE TO TOP AND STATION.
 GX1421
 GX1421                          STATION RECOVERY (1955)
 GX1421
 GX1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 GX1421'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 GX1421'MARK WAS NOT SEARCHED FOR.  THE HOUSE, MENTIONED IN THE ORIGINAL
 GX1421'DESCRIPTION, WAS DESTROYED BY FIRE.  FOR THIS AND OTHER REASONS THE
 GX1421'DESCRIPTION SHOULD NOW READ AS FOLLOWS-
 GX1421'
 GX1421'STATION IS ON THE SUMMIT OF STONEY RIDGE, ABOUT 1 MI. NE (AIRLINE)
 GX1421'FROM THE NORFOLK AND WESTERN RAILWAY STATION IN BLUEFIELD, WEST
 GX1421'VIRGINIA, ON THE OLD E.F. SMITH FARM.  IT IS 385 FT. NE FROM THE
 GX1421'CENTER OF THE STONE SILO, IN A GRASSY AREA 125 FT. SE OF THE
 GX1421'REMAINS OF A HOUSE, AND 120 FT. E FROM THE SE END OF THE CONCRETE
 GX1421'SIDEWALK LEADING TO THE REMAINS OF AN OLD HOUSE.
 GX1421'
 GX1421'STATION MARK IS A STANDARD DISK, STAMPED BLUEFIELD 1934 SET IN THE
 GX1421'TOP OF A CYLINDRICAL CONCRETE MONUMENT PROJECTING 10 IN. ABOVE THE
 GX1421'GROUND.
 GX1421'
 GX1421'REFERENCE MARK 1 IS 92.35 FT. E OF STATION, A STANDARD DISK, STAMPED
 GX1421'NO 1 SET IN A DRILL HOLE IN A LARGE BOULDER.
 GX1421'
 GX1421'REFERENCE MARK 2 IS 116.23 FT. W OF THE STATION, NEAR THE SE END OF A
 GX1421'CONCRETE SIDEWALK LEADING TO THE REMAINS OF A HOUSE, A STANDARD
 GX1421'DISK, STAMPED NO II SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 GX1421'PROJECTING 8 IN. ABOVE THE GROUND.
 GX1421'
 GX1421'TO REACH THE STATION FROM THE NORFOLK AND WESTERN RAILWAY STATION IN
 GX1421'BLUEFIELD, WEST VIRGINIA, GO E ON THE MAIN STREET (PRINCETON
 GX1421'AVENUE) FOR 0.15 MI. TO A BRIDGE OVER TRACKS ON THE LEFT, CROSS THE
 GX1421'BRIDGE AND GO ONE BLOCK TO WAYNE STREET ON THE RIGHT, TURN RIGHT ON
 GX1421'WAYNE STREET AND GO 0.45 MI. TO CARTER STREET, TURN LEFT ON CARTER
 GX1421'STREET AND GO 0.2 MI.  UP A STEEP HILL TO THE END OF THE STREET AND
 GX1421'A TRAIL LEADING LEFT.  THIS IS THE END OF TRUCK TRAVEL.  TAKE TRAIL
 GX1421'LEADING LEFT FOR A FEW HUNDRED FEET, THEN RIGHT ON A STEEP
 GX1421'TRAIL FOR 0.5 MI. TO A FARM AND THE STATION.
 GX1421
 GX1421                          STATION RECOVERY (1958)
 GX1421
 GX1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 GX1421'THE STATION HAS BEEN DESTROYED.  THE UNDERGROUND MARK WAS RECOVERED
 GX1421'AND USED.  THE TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 GX1421'REFERENCE MARK 2 IS IN GOOD CONDITION BUT REFERENCE MARK 1 LOOKS AS
 GX1421'IF IT HAS BEEN MOVED ABOUT 1/4 IN.
 GX1421
 GX1421                          STATION RECOVERY (1961)
 GX1421
 GX1421'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1961
 GX1421'SURFACE MARK WAS DISTURBED.  UNDERGROUND MARK IN GOOD CONDITION.
 GX1421'R.M. 1 AND 2 WERE IN GOOD CONDITION.  AZIMUTH MARK NOT RECOVERED.
 GX1421'LARGE GROWTH OF TREES AND UNDERBRUSH PREVENTS A THOROUGH SEARCH.
 GX1421
 GX1421                          STATION RECOVERY (1963)
 GX1421
 GX1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX1421'THE SURFACE STATION MARK WAS FOUND LAYING ON ITS SIDE NEAR THE
 GX1421'STATION.  THE UNDERGROUND DISK WAS RECOVERED IN POOR CONDITION.
 GX1421'THE UNDERGROUND DISK WAS LOWERED AND A SURFACE DISK WAS SET AT THIS
 GX1421'TIME.  REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD
 GX1421'CONDITION.  THE AZIMUTH MARK HAD BEEN REMOVED.  A NEW DISK WAS
 GX1421'CEMENTED IN THE SAME DRILL HOLE.  THE DISTANCE TO REFERENCE MARK NO.
 GX1421'1 FAILED TO CHECK BY 0.08 FEET, REFERENCE MARK NO. 2 BY 0.02 FEET.
 GX1421'DIFFERENCE IN THE DIRECTION TO REFERENCE MARK NO. 1 WAS 2 MIN 22 SEC,
 GX1421'REFERENCE MARK NO. 2 2 MIN 01 SEC, AZIMUTH MARK 12 SEC AND RED BRICK
 GX1421'SCHOOL, AIR VENT 12 SEC.
 GX1421'
 GX1421'TO REACH THE STATION FROM THE NORFOLK AND WESTERN RAILWAY STATION AT
 GX1421'BLUEFIELD, WEST VIRGINIA, GO EAST ON MAIN STREET FOR 0.15 MILE TO
 GX1421'A OVERHEAD BRIDGE ON THE LEFT, CROSS BRIDGE AND TURN RIGHT, EAST ON
 GX1421'WAYNE STREET AND GO 0.45 MILE TO CARTER STREET, TURN LEFT, NORTH
 GX1421'ON CARTER STREET AND GO 0.3 MILE UP STEEP HILL TO END OF STREET, TURN
 GX1421'LEFT, WEST ON DIRT ROAD AND GO 0.05 MILE TO A DIM SIDE ROAD RIGHT,
 GX1421'TURN RIGHT, NORTH UP HILL ON ROUGH ROAD FOR 0.8 MILE TO THE TOP OF
 GX1421'HILL AND A FORK, TURN RIGHT, EAST ACROSS TOP OF RIDGE PASSING NEAR A
 GX1421'BRICK SILO FOR 0.1 MILE TO THE STATION, WHICH IS 50 FEET WEST OF
 GX1421'HIGHEST ROCK OUTCROP.  MR. SMITHS HOME HAS BEEN TORN DOWN.  THE ONLY
 GX1421'THING LEFT IS A BRICK SILO AND THE STATION IS 0.1 MILE EAST
 GX1421'OF IT.  THE MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST,
 GX1421'WHICH PROJECTS 6-INCHES AND STAMPED BLUEFIELD 1934 1963.
 GX1421'
 GX1421'TO REACH THE AZIMUTH MARK FROM THE FORK AT TOP OF HILL, TURN LEFT,
 GX1421'NORTH AND GO 0.45 MILE TO THE END OF ROAD.  FROM HERE PACK EAST ALONG
 GX1421'TOP OF ROCKY RIDGE FOR ABOUT 150 YARDS TO THE MARK JUST BEFORE THE
 GX1421'RIDGE STARTS SLOPING DOWN AND 20 FEET EAST OF A FORKED
 GX1421'TREE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GX1421'OUTCROPPING BEDROCK, WHICH PROJECTS 12-INCHES AND STAMPED BLUEFIELD
 GX1421'1934 RESET 1963.
 GX1421
 GX1421                          STATION RECOVERY (1965)
 GX1421
 GX1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 GX1421'TO REACH FROM THE NORFOLK AND WESTERN RAILWAY STATION AT BLUEFIELD,
 GX1421'WEST VIRGINIA GO EAST ALONG U.S. HIGHWAY 46, THEN NORTH ALONG
 GX1421'GRANT STREET FOR 0.1 MILE, THEN 0.45 MILE EAST ALONG WAYNE STREET,
 GX1421'THEN 0.2 MILE NORTH ALONG CARTER STREET, THEN 0.05 MILE WEST ALONG A
 GX1421'GRAVELED ROAD, THEN GO NORTHEAST ALONG AN OLD ABANDONED TRAIL TO THE
 GX1421'STATION ON TOP OF STONY RIDGE, NEAR AN OLD ABANDONED HOME SITE, 28
 GX1421'FEET WEST OF THE WEST EDGE OF A MASS OF ROCKS, 27 FEET NORTH OF A
 GX1421'10-INCH OAK TREE, 17 FEET SOUTH OF A FOOT PATH, 116.0 FEET EAST
 GX1421'OF R.M. II, 92.0 FEET WEST OF R.M. 1, ABOUT 1 FOOT ABOVE THE
 GX1421'LEVEL OF THE PATH AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GX1421'0.2 FOOT.
 GX1421'
 GX1421'R.M. 1-92.0 FEET EAST OF THE STATION, SET IN THE TOP NEAR THE CENTER
 GX1421'OF A LARGE ROCK THAT IS ABOUT 8-BY-25 FEET AND PROJECTS ABOUT 6
 GX1421'FEET, NEAR THE EAST EDGE OF A LARGE MASS OF ROCKS AND ABOUT 6 FEET
 GX1421'ABOVE THE LEVEL OF THE GROUND.
 GX1421'
 GX1421'R.M. II-116.0 FEET WEST OF THE STATION MARK, 275 FEET EAST OF AN OLD
 GX1421'SILO, 2 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, ABOUT
 GX1421'LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A CONCRETE POST
 GX1421'PROJECTING 0.9 FOOT.
 GX1421
 GX1421                          STATION RECOVERY (1965)
 GX1421
 GX1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ETO)
 GX1421'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1963.
 GX1421
 GX1421                          STATION RECOVERY (1965)
 GX1421
 GX1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX1421'1.6 MI NE FROM BLUEFIELD.
 GX1421'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 460 FROM THE NORFOLK AND
 GX1421'WESTERN RAILWAY STATION, THENCE 0.1 MILE NORTH ALONG GRANT
 GX1421'STREET, THENCE 0.45 MILE EAST ALONG WAYNE STREET, THENCE 0.2
 GX1421'MILE NORTH ALONG CARTER STREET, THENCE 0.05 MILE WEST ALONG A
 GX1421'GRAVELED ROAD, THENCE 0.65 MILE NORTHEAST ALONG AN OLD ABANDONED
 GX1421'TRAIL, ON TOP OF STONY RIDGE, AT AN ABANDONED HOME SITE, 28 FEET
 GX1421'WEST OF THE WEST EDGE OF A MASS OF ROCKS, 27 FEET NORTH OF A
 GX1421'10-INCH OAK TREE, 17 FEET SOUTH OF A FOOT PATH, ABOUT 1 FOOT
 GX1421'ABOVE THE LEVEL OF THE PATH AND SET IN THE TOP OF A CONCRETE
 GX1421'POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3379 ***********************************************************************
 GX3379  DESIGNATION -  BLUEFIELD RADIO STA WKOY MAST
 GX3379  PID         -  GX3379
 GX3379  STATE/COUNTY-  WV/MERCER
 GX3379  USGS QUAD   -  BLUEFIELD (1979)
 GX3379
 GX3379                         *CURRENT SURVEY CONTROL
 GX3379  ___________________________________________________________________
 GX3379* NAD 83(1995)-  37 16 01.26270(N)    081 11 19.99469(W)     ADJUSTED  
 GX3379* NAVD 88     -                                                        
 GX3379  ___________________________________________________________________
 GX3379  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 GX3379  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX3379
 GX3379  HORZ ORDER  -  THIRD
 GX3379
 GX3379.The horizontal coordinates were established by classical geodetic methods
 GX3379.and adjusted by the National Geodetic Survey in April 1998..
 GX3379
 GX3379
 GX3379.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3379
 GX3379.The geoid height was determined by GEOID03.
 GX3379
 GX3379;                    North         East     Units Scale Factor Converg.
 GX3379;SPC WV S     -    29,653.470   583,244.917   MT  1.00005281   -0 07 00.4
 GX3379;SPC VA S     - 1,107,011.314 3,261,542.071   MT  0.99994693   -1 37 55.0
 GX3379;SPC VA S     - 3,631,919.62 10,700,575.94   sFT  0.99994693   -1 37 55.0
 GX3379;UTM  17      - 4,124,510.865   483,252.484   MT  0.99960345   -0 06 51.8
 GX3379
 GX3379                          SUPERSEDED SURVEY CONTROL
 GX3379
 GX3379  NAD 83(1995)-  37 16 01.26283(N)    081 11 19.99524(W) AD(       ) 4
 GX3379  NAD 83(1995)-  37 16 01.27010(N)    081 11 19.98988(W) AD(       ) 4
 GX3379  NAD 83(1986)-  37 16 01.27055(N)    081 11 19.99000(W) AD(       ) 4
 GX3379  NAD 27      -  37 16 00.85199(N)    081 11 20.64480(W) AD(       ) 3
 GX3379
 GX3379.Superseded values are not recommended for survey control.
 GX3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3379.See file dsdata.txt to determine how the superseded data were derived.
 GX3379
 GX3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8325224511(NAD 83)
 GX3379_MARKER: 42 = RADIO/TV MAST
 GX3379
 GX3379  HISTORY     - Date     Condition        Report By
 GX3379  HISTORY     - 1963     FIRST OBSERVED   CGS
 GX3379  HISTORY     - 1965     GOOD             CGS
 GX3379  HISTORY     - 1973     GOOD             NGS
 GX3379
 GX3379                          STATION DESCRIPTION
 GX3379
 GX3379'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3379'THE STATION IS THE RED LIGHT ATOP A 168 FOOT HIGH 3 LEGGED STRUCTURAL
 GX3379'STEEL MAST, PAINTED RED AND WHITE.  THE STATION IS LOCATED IN THE
 GX3379'SOUTHEAST EDGE OF BLUEFIELD, WEST VIRGINIA IN OPEN PASTURE LAND.
 GX3379'
 GX3379'TO REACH THE STATION FROM THE POST OFFICE IN BLUEFIELD, WEST
 GX3379'VIRGINIA, GO SOUTH ON U.S. HIGHWAYS 21 AND 52 FOR 1.3 MILES TO A
 GX3379'FORK, U.S. HIGHWAYS 21 AND 52 TURNS RIGHT AND U.S. HIGHWAY 21 BY-PASS
 GX3379'TURNS LEFT, TURN LEFT, EAST ON U.S. HIGHWAY 21 BY-PASS AND GO 1.0
 GX3379'MILE TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO 0.1 MILE TO A T-ROAD,
 GX3379'TURN LEFT, AND GO 0.1 MILE TO A FORK, TAKE RIGHT FORK, AND GO 0.2
 GX3379'MILE TO THE STATION.
 GX3379
 GX3379                          STATION RECOVERY (1965)
 GX3379
 GX3379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ETO)
 GX3379'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1963.
 GX3379
 GX3379                          STATION RECOVERY (1973)
 GX3379
 GX3379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ALS)
 GX3379'RECOVERED AS DESCRIBED.
 GX3379'
 GX3379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 GX3379'BLUEFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1422 ***********************************************************************
 GX1422  DESIGNATION -  BLUEFIELD RM 1
 GX1422  PID         -  GX1422
 GX1422  STATE/COUNTY-  WV/MERCER
 GX1422  USGS QUAD   -  BLUEFIELD (1979)
 GX1422
 GX1422                         *CURRENT SURVEY CONTROL
 GX1422  ___________________________________________________________________
 GX1422* NAD 83(1986)-  37 16 58.     (N)    081 12 19.     (W)     SCALED    
 GX1422* NAVD 88     -       963.629  (meters)    3161.51   (feet)  ADJUSTED  
 GX1422  ___________________________________________________________________
 GX1422  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX1422  DYNAMIC HT  -         962.763 (meters)    3158.66  (feet)  COMP
 GX1422  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 GX1422
 GX1422  VERT ORDER  -  FIRST     CLASS II
 GX1422
 GX1422.The horizontal coordinates were scaled from a topographic map and have
 GX1422.an estimated accuracy of +/- 6 seconds.
 GX1422
 GX1422.The orthometric height was determined by differential leveling
 GX1422.and adjusted by the National Geodetic Survey in June 1991..
 GX1422
 GX1422.The geoid height was determined by GEOID03.
 GX1422
 GX1422.The dynamic height is computed by dividing the NAVD 88
 GX1422.geopotential number by the normal gravity value computed on the
 GX1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1422.degrees latitude (g = 980.6199 gals.).
 GX1422
 GX1422.The modeled gravity was interpolated from observed gravity values.
 GX1422
 GX1422;                    North         East    Units  Estimated Accuracy
 GX1422;SPC WV S     -    31,410.      581,800.      MT  (+/- 180 meters Scaled)
 GX1422
 GX1422                          SUPERSEDED SURVEY CONTROL
 GX1422
 GX1422  NGVD 29 (??/??/92)  963.726  (m)         3161.82   (f) ADJ UNCH    1 2
 GX1422
 GX1422.Superseded values are not recommended for survey control.
 GX1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1422.See file dsdata.txt to determine how the superseded data were derived.
 GX1422
 GX1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB818262(NAD 83)
 GX1422_MARKER: DR = REFERENCE MARK DISK
 GX1422_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX1422_SP_SET: UNSPECIFIED ROCK
 GX1422_STAMPING: BLUEFIELD NO 1 1934
 GX1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1422
 GX1422  HISTORY     - Date     Condition        Report By
 GX1422  HISTORY     - 1934     MONUMENTED       CGS
 GX1422  HISTORY     - 1965     GOOD             NGS
 GX1422
 GX1422                          STATION DESCRIPTION
 GX1422
 GX1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1422'1.6 MI NE FROM BLUEFIELD.
 GX1422'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 460 FROM THE NORFOLK AND
 GX1422'WESTERN RAILWAY STATION AT BLUEFIELD, THENCE 0.1 MILE NORTH
 GX1422'ALONG GRANT STREET, THENCE 0.45 MILE EAST ALONG WAYNE STREET,
 GX1422'THENCE 0.2 MILE NORTH ALONG CARTER STREET, THENCE 0.05 MILE WEST
 GX1422'ALONG A GRAVELED ROAD, THENCE 0.65 MILE NORTHEAST ALONG AN OLD
 GX1422'ABANDONED TRAIL, ON TOP OF STONY RIDGE, NEAR AN ABANDONED HOME
 GX1422'SITE, 92.0 FEET EAST OF THE STATION MARK DESCRIBED, SET IN THE
 GX1422'TOP NEAR THE CENTER OF A LARGE ROCK THAT IS ABOUT 8-BY-25 FEET
 GX1422'AND PROJECTS ABOUT 6 FEET, NEAR THE EAST EDGE OF A LARGE MASS OF
 GX1422'ROCKS AND ABOUT 6 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1420 ***********************************************************************
 GX1420  DESIGNATION -  BLUEFIELD RM 2
 GX1420  PID         -  GX1420
 GX1420  STATE/COUNTY-  WV/MERCER
 GX1420  USGS QUAD   -  BLUEFIELD (1979)
 GX1420
 GX1420                         *CURRENT SURVEY CONTROL
 GX1420  ___________________________________________________________________
 GX1420* NAD 83(1986)-  37 16 58.     (N)    081 12 19.     (W)     SCALED    
 GX1420* NAVD 88     -       964.005  (meters)    3162.74   (feet)  ADJUSTED  
 GX1420  ___________________________________________________________________
 GX1420  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX1420  DYNAMIC HT  -         963.139 (meters)    3159.90  (feet)  COMP
 GX1420  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 GX1420
 GX1420  VERT ORDER  -  FIRST     CLASS II
 GX1420
 GX1420.The horizontal coordinates were scaled from a topographic map and have
 GX1420.an estimated accuracy of +/- 6 seconds.
 GX1420
 GX1420.The orthometric height was determined by differential leveling
 GX1420.and adjusted by the National Geodetic Survey in June 1991..
 GX1420
 GX1420.The geoid height was determined by GEOID03.
 GX1420
 GX1420.The dynamic height is computed by dividing the NAVD 88
 GX1420.geopotential number by the normal gravity value computed on the
 GX1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1420.degrees latitude (g = 980.6199 gals.).
 GX1420
 GX1420.The modeled gravity was interpolated from observed gravity values.
 GX1420
 GX1420;                    North         East    Units  Estimated Accuracy
 GX1420;SPC WV S     -    31,410.      581,800.      MT  (+/- 180 meters Scaled)
 GX1420
 GX1420                          SUPERSEDED SURVEY CONTROL
 GX1420
 GX1420  NGVD 29 (??/??/92)  964.102  (m)         3163.06   (f) ADJ UNCH    1 2
 GX1420
 GX1420.Superseded values are not recommended for survey control.
 GX1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1420.See file dsdata.txt to determine how the superseded data were derived.
 GX1420
 GX1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB818262(NAD 83)
 GX1420_MARKER: DR = REFERENCE MARK DISK
 GX1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1420_STAMPING: BLUEFIELD NO II 1934
 GX1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1420+STABILITY: SURFACE MOTION
 GX1420
 GX1420  HISTORY     - Date     Condition        Report By
 GX1420  HISTORY     - 1934     MONUMENTED       CGS
 GX1420  HISTORY     - 1965     GOOD             NGS
 GX1420
 GX1420                          STATION DESCRIPTION
 GX1420
 GX1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1420'1.6 MI NE FROM BLUEFIELD.
 GX1420'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 460 FROM THE NORFOLK
 GX1420'AND WESTERN RAILWAY STATION, THENCE 0.1 MILE NORTH ALONG GRANT
 GX1420'STREET, THENCE 0.45 MILE EAST ALONG WAYNE STREET, THENCE 0.2 MILE
 GX1420'NORTH ALONG CARTER STREET, THENCE 0.05 MILE WEST ALONG A GRAVELED
 GX1420'ROAD, THENCE 0.65 MILE NORTHEAST ALONG AN OLD ABANDONED TRAIL, ON
 GX1420'THE TOP OF STONY RIDGE NEAR THE SIGHT OF AN ABANDONED HOME, 275
 GX1420'FEET EAST OF AN OLD SILO, 116.0 FEET WEST OF THE STATION MARK
 GX1420'DESCRIBED, 2 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK
 GX1420'LEADING NORTH TO THE HOUSE, ABOUT LEVEL WITH THE SIDEWALK AND
 GX1420'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2269 ***********************************************************************
 HY2269  DESIGNATION -  BLUELICK
 HY2269  PID         -  HY2269
 HY2269  STATE/COUNTY-  WV/WAYNE
 HY2269  USGS QUAD   -  KIAHSVILLE (1975)
 HY2269
 HY2269                         *CURRENT SURVEY CONTROL
 HY2269  ___________________________________________________________________
 HY2269* NAD 83(1995)-  38 03 39.23857(N)    082 20 23.10503(W)     ADJUSTED  
 HY2269* NAVD 88     -       424.9    (meters)    1394.     (feet)  VERTCON   
 HY2269  ___________________________________________________________________
 HY2269  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 HY2269  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HY2269
 HY2269  HORZ ORDER  -  THIRD
 HY2269
 HY2269.The horizontal coordinates were established by classical geodetic methods
 HY2269.and adjusted by the National Geodetic Survey in April 1998..
 HY2269
 HY2269.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2269
 HY2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2269
 HY2269.The geoid height was determined by GEOID03.
 HY2269
 HY2269;                    North         East     Units Scale Factor Converg.
 HY2269;SPC WV S     -   118,596.971   482,436.277   MT  0.99992799   -0 49 41.6
 HY2269;UTM  17      - 4,213,419.228   382,468.151   MT  0.99977013   -0 49 33.8
 HY2269
 HY2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2269!SPC WV S     -   0.99993846  x   0.99992799  =   0.99986646
 HY2269!UTM  17      -   0.99993846  x   0.99977013  =   0.99970861
 HY2269
 HY2269|---------------------------------------------------------------------|
 HY2269| PID    Reference Object                     Distance      Geod. Az  |
 HY2269|                                                           dddmmss.s |
 HY2269| DB8792 BLUELICK RM 1                         8.304 METERS 00912     |
 HY2269| HY2264 MANN STATE FOREST SERVICE LOT       APPROX.12.8 KM 1082820.1 |
 HY2269| DB8793 BLUELICK RM 2                        11.435 METERS 11108     |
 HY2269|---------------------------------------------------------------------|
 HY2269
 HY2269                          SUPERSEDED SURVEY CONTROL
 HY2269
 HY2269  NAD 83(1995)-  38 03 39.23968(N)    082 20 23.10555(W) AD(       ) 3
 HY2269  NAD 83(1986)-  38 03 39.24532(N)    082 20 23.10935(W) AD(       ) 3
 HY2269  NAD 27      -  38 03 38.91460(N)    082 20 23.59460(W) AD(       ) 3
 HY2269  NGVD 29 (07/19/86)  425.1    (m)         1395.     (f) VERT ANG       
 HY2269
 HY2269.Superseded values are not recommended for survey control.
 HY2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2269.See file dsdata.txt to determine how the superseded data were derived.
 HY2269
 HY2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC8246813419(NAD 83)
 HY2269_MARKER: DS = TRIANGULATION STATION DISK
 HY2269_SETTING: 66 = SET IN ROCK OUTCROP
 HY2269
 HY2269  HISTORY     - Date     Condition        Report By
 HY2269  HISTORY     - 1957     MONUMENTED       CGS
 HY2269
 HY2269                          STATION DESCRIPTION
 HY2269
 HY2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2269'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF DUNLOW AND 2 MILES
 HY2269'SOUTH OF KIAHSVILLE POST OFFICE, NEAR THE HEAD OF BLUELICK BRANCH, ON
 HY2269'THE HIGHEST PART OF A HILL WHICH IS KNOWN LOCALLY AS PORTER KNOB,
 HY2269'AND ON LAND OWNED BY MR. L. MAYNARD.
 HY2269'
 HY2269'TO REACH FROM THE COURTHOUSE, IN WAYNE, GO SOUTH ON U.S. HIGHWAY 52
 HY2269'FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY 37.  TURN LEFT, GO
 HY2269'EASTERLY ON HIGHWAY 37 FOR 7.7 MILES TO EAST LYNN AND HIGHWAY TURNS
 HY2269'RIGHT ACROSS BRIDGE.  CONTINUE ON HIGHWAY 37 FOR 10.2 MILES TO A
 HY2269'SCHOOL HOUSE AND THE BLUELICK ROAD ON THE RIGHT.  TURN RIGHT, AND GO
 HY2269'SOUTHERLY ON THE BLUELICK ROAD FOR 0.7 MILE TO MR. MAYNARDS HOUSE ON
 HY2269'THE RIGHT. CONTINUE SOUTH FOR 0.5 MILE TO A ROAD FORK.  TAKE LEFT
 HY2269'FORK, GO 0.95 MILE TO A ROAD FORK.  TAKE LEFT FORK, ACROSS A WASH,
 HY2269'AND GO 0.3 MILE TO WHERE THE ROAD TURNS SHARP LEFT.  TURN LEFT, GO UP
 HY2269'STEEP HILL, FOR 0.3 MILE TO A ROAD FORK AT TOP OF RIDGE.  TAKE RIGHT
 HY2269'FORK, AND FOLLOW RIDGE FOR 0.45 MILE TO A HOUSE ON THE RIGHT.
 HY2269'CONTINUE ON ROAD FOR 0.05 MILE TO WHERE A GAS PIPE LINE CROSSES ROAD
 HY2269'AND THE END OF TRUCK TRAVEL.  PACK EASTERLY ALONG PIPE LINE FOR
 HY2269'ABOUT 100 YARDS.  TURN LEFT INTO WOODS AND GO NORTHERLY FOR ABOUT
 HY2269'100 YARDS TO THE HIGHEST PART OF HILL AND THE STATION.  ABOUT A 10
 HY2269'MINUTE PACK.
 HY2269'
 HY2269'STATION MARK IS A STANDARD DISK STAMPED BLUELICK 1957, CEMENTED IN A
 HY2269'DRILL HOLE IN OUTCROPPING BEDROCK.  THE OUTCROP OF ROCK IS
 HY2269'TRIANGULAR SHAPED AND PROJECTS 1 FOOT.  IT IS 16 FEET NORTH OF A
 HY2269'TRIANGULAR BLAZE ON A 2 FOOT OAK TREE.
 HY2269'
 HY2269'REFERENCE MARK NO.1, A STANDARD DISK STAMPED BLUELICK NO 1 1957, IS
 HY2269'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON THE NORTH
 HY2269'SLOPE OF HILL ABOUT 2 FEET LOWER THAN STATION.  IT IS 2-1/2 FEET
 HY2269'WEST OF THE EAST EDGE OF OUTCROP OF ROCK AND 2 FEET SOUTH OF THE
 HY2269'NORTH EDGE OF OUTCROP OF ROCK.
 HY2269'
 HY2269'REFERENCE MARK NO.2, A STANDARD DISK STAMPED BLUELICK NO 2 1957, IS
 HY2269'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON THE EAST
 HY2269'SLOPE OF HILL ABOUT 3 FEET LOWER THAN STATION.  THE OUTCROP OF ROCK
 HY2269'PROJECTS ABOUT 3 FEET ON THE EAST SIDE.  IT IS 24 FEET EAST
 HY2269'NORTHEAST OF THE TRIANGULAR BLAZE ON A 2 FOOT OAK TREE.
 HY2269'
 HY2269'NO AZIMUTH MARK WAS SET.
 HY2269'
 HY2269'NOTE--IN WET WEATHER A 4 WHEEL DRIVE TRUCK IS NEEDED AFTER LEAVING
 HY2269'STATE HIGHWAY 37.
 HY2269'
 HY2269'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1048 ***********************************************************************
 JX1048  DESIGNATION -  BM
 JX1048  PID         -  JX1048
 JX1048  STATE/COUNTY-  WV/PLEASANTS
 JX1048  USGS QUAD   -  ELLENBORO (1975)
 JX1048
 JX1048                         *CURRENT SURVEY CONTROL
 JX1048  ___________________________________________________________________
 JX1048* NAD 83(1986)-  39 20 15.     (N)    081 04 31.     (W)     SCALED    
 JX1048* NAVD 88     -       367.951  (meters)    1207.19   (feet)  ADJUSTED  
 JX1048  ___________________________________________________________________
 JX1048  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JX1048  DYNAMIC HT  -         367.725 (meters)    1206.44  (feet)  COMP
 JX1048  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 JX1048
 JX1048  VERT ORDER  -  SECOND    CLASS 0
 JX1048
 JX1048.The horizontal coordinates were scaled from a topographic map and have
 JX1048.an estimated accuracy of +/- 6 seconds.
 JX1048
 JX1048.The orthometric height was determined by differential leveling
 JX1048.and adjusted by the National Geodetic Survey in June 1991..
 JX1048
 JX1048.The geoid height was determined by GEOID03.
 JX1048
 JX1048.The dynamic height is computed by dividing the NAVD 88
 JX1048.geopotential number by the normal gravity value computed on the
 JX1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1048.degrees latitude (g = 980.6199 gals.).
 JX1048
 JX1048.The modeled gravity was interpolated from observed gravity values.
 JX1048
 JX1048;                    North         East    Units  Estimated Accuracy
 JX1048;SPC WV N     -    94,170.      464,200.      MT  (+/- 180 meters Scaled)
 JX1048
 JX1048                          SUPERSEDED SURVEY CONTROL
 JX1048
 JX1048  NGVD 29 (??/??/92)  368.118  (m)         1207.73   (f) ADJ UNCH    2 0
 JX1048
 JX1048.Superseded values are not recommended for survey control.
 JX1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1048.See file dsdata.txt to determine how the superseded data were derived.
 JX1048
 JX1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD935542(NAD 83)
 JX1048_MARKER: DB = BENCH MARK DISK
 JX1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1048+STABILITY: SURFACE MOTION
 JX1048
 JX1048  HISTORY     - Date     Condition        Report By
 JX1048  HISTORY     - UNK      MONUMENTED       USGS
 JX1048  HISTORY     - 1957     GOOD             NGS
 JX1048
 JX1048                          STATION DESCRIPTION
 JX1048
 JX1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX1048'3.2 MI NE FROM FINCH.
 JX1048'ABOUT 1.4 MILES NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 50 FROM
 JX1048'MT. OLIVET METHODIST CHURCH AT FINCH, THENCE ABOUT 1.1 MILES
 JX1048'NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.5 MILE NORTHEAST
 JX1048'AND NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.1 MILE ACROSS
 JX1048'COUNTRY TO THE TOP OF A HILL AND A SMALL CULTIVATED FIELD, 4 1/4
 JX1048'FEET WEST OF TRIANGULATION STATION CULL AND SET IN THE TOP OF A
 JX1048'STONE POST PROJECTING 12 INCHES.  NOTE-- THE POST IS SLIGHTLY
 JX1048'LOOSE AND MARK SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2156 ***********************************************************************
 HW2156  DESIGNATION -  BM
 HW2156  PID         -  HW2156
 HW2156  STATE/COUNTY-  WV/POCAHONTAS
 HW2156  USGS QUAD   -  CLOVER LICK (1995)
 HW2156
 HW2156                         *CURRENT SURVEY CONTROL
 HW2156  ___________________________________________________________________
 HW2156* NAD 83(1986)-  38 22 18.     (N)    079 56 02.     (W)     SCALED    
 HW2156* NAVD 88     -       726.12   (+/-2cm)    2382.3    (feet)  VERTCON   
 HW2156  ___________________________________________________________________
 HW2156  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HW2156
 HW2156  VERT ORDER  -  ? (See Below)
 HW2156
 HW2156.The horizontal coordinates were scaled from a topographic map and have
 HW2156.an estimated accuracy of +/- 6 seconds.
 HW2156
 HW2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW2156.The vertical order pertains to the NGVD 29 superseded value.
 HW2156
 HW2156.The geoid height was determined by GEOID03.
 HW2156
 HW2156;                    North         East    Units  Estimated Accuracy
 HW2156;SPC WV S     -   152,780.      693,160.      MT  (+/- 180 meters Scaled)
 HW2156
 HW2156                          SUPERSEDED SURVEY CONTROL
 HW2156
 HW2156  NGVD 29 (??/??/92)  726.195  (m)         2382.52   (f) ADJ UNCH    ?  
 HW2156
 HW2156.Superseded values are not recommended for survey control.
 HW2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2156.See file dsdata.txt to determine how the superseded data were derived.
 HW2156
 HW2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC931475(NAD 83)
 HW2156_MARKER: Q = CHISELED SQUARE
 HW2156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2156_SP_SET: BRIDGE
 HW2156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2156
 HW2156  HISTORY     - Date     Condition        Report By
 HW2156  HISTORY     - UNK      MONUMENTED       USGS
 HW2156  HISTORY     - 1935     GOOD             NGS
 HW2156
 HW2156                          STATION DESCRIPTION
 HW2156
 HW2156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW2156'0.9 MI N FROM SITLINGTON.
 HW2156'0.9 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HW2156'STATION AT SITLINGTON, POCAHONTAS COUNTY, 8 RAILS NORTH OF
 HW2156'MILEPOST W 78, AT BRIDGE 780, ON THE TOP OF THE EAST END OF
 HW2156'THE NORTH ABUTMENT, 3 YARDS EAST OF THE CENTERLINE OF THE
 HW2156'TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1467 ***********************************************************************
 HX1467  DESIGNATION -  BM
 HX1467  PID         -  HX1467
 HX1467  STATE/COUNTY-  WV/LEWIS
 HX1467  USGS QUAD   -  PETERSON (1989)
 HX1467
 HX1467                         *CURRENT SURVEY CONTROL
 HX1467  ___________________________________________________________________
 HX1467* NAD 83(1986)-  38 53 39.     (N)    080 32 29.     (W)     SCALED    
 HX1467* NAVD 88     -       256.180  (meters)     840.48   (feet)  ADJUSTED  
 HX1467  ___________________________________________________________________
 HX1467  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HX1467  DYNAMIC HT  -         256.013 (meters)     839.94  (feet)  COMP
 HX1467  MODELED GRAV-     979,969.2   (mgal)                       NAVD 88
 HX1467
 HX1467  VERT ORDER  -  SECOND    CLASS 0
 HX1467
 HX1467.The horizontal coordinates were scaled from a topographic map and have
 HX1467.an estimated accuracy of +/- 6 seconds.
 HX1467
 HX1467.The orthometric height was determined by differential leveling
 HX1467.and adjusted by the National Geodetic Survey in June 1991..
 HX1467
 HX1467.The geoid height was determined by GEOID03.
 HX1467
 HX1467.The dynamic height is computed by dividing the NAVD 88
 HX1467.geopotential number by the normal gravity value computed on the
 HX1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1467.degrees latitude (g = 980.6199 gals.).
 HX1467
 HX1467.The modeled gravity was interpolated from observed gravity values.
 HX1467
 HX1467;                    North         East    Units  Estimated Accuracy
 HX1467;SPC WV S     -   210,340.      639,790.      MT  (+/- 180 meters Scaled)
 HX1467
 HX1467                          SUPERSEDED SURVEY CONTROL
 HX1467
 HX1467  NGVD 29 (??/??/92)  256.340  (m)          841.01   (f) ADJ UNCH    2 0
 HX1467
 HX1467.Superseded values are not recommended for survey control.
 HX1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1467.See file dsdata.txt to determine how the superseded data were derived.
 HX1467
 HX1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND397051(NAD 83)
 HX1467_MARKER: Q = CHISELED SQUARE
 HX1467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1467_SP_SET: BRIDGE SEAT
 HX1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1467
 HX1467  HISTORY     - Date     Condition        Report By
 HX1467  HISTORY     - UNK      MONUMENTED       DOD
 HX1467  HISTORY     - 1933     GOOD             NGS
 HX1467
 HX1467                          STATION DESCRIPTION
 HX1467
 HX1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX1467'AT PETERSON.
 HX1467'AT PETERSON, LEWIS COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 HX1467'23 RAILS WEST OF A HIGHWAY CROSSING, AT BRIDGE 42 A, ON THE TOP
 HX1467'OF THE END OF THE EAST BRIDGE SEAT, 11 FEET SOUTH OF THE
 HX1467'CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.  A
 HX1467'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2347 ***********************************************************************
 GX2347  DESIGNATION -  BM
 GX2347  PID         -  GX2347
 GX2347  STATE/COUNTY-  WV/RALEIGH
 GX2347  USGS QUAD   -  WHITESVILLE (1988)
 GX2347
 GX2347                         *CURRENT SURVEY CONTROL
 GX2347  ___________________________________________________________________
 GX2347* NAD 83(1986)-  37 54 23.     (N)    081 31 48.     (W)     SCALED    
 GX2347* NAVD 88     -       287.994  (meters)     944.86   (feet)  ADJUSTED  
 GX2347  ___________________________________________________________________
 GX2347  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GX2347  DYNAMIC HT  -         287.778 (meters)     944.15  (feet)  COMP
 GX2347  MODELED GRAV-     979,870.8   (mgal)                       NAVD 88
 GX2347
 GX2347  VERT ORDER  -  SECOND    CLASS 0
 GX2347
 GX2347.The horizontal coordinates were scaled from a topographic map and have
 GX2347.an estimated accuracy of +/- 6 seconds.
 GX2347
 GX2347.The orthometric height was determined by differential leveling
 GX2347.and adjusted by the National Geodetic Survey in June 1991..
 GX2347
 GX2347.The geoid height was determined by GEOID03.
 GX2347
 GX2347.The dynamic height is computed by dividing the NAVD 88
 GX2347.geopotential number by the normal gravity value computed on the
 GX2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2347.degrees latitude (g = 980.6199 gals.).
 GX2347
 GX2347.The modeled gravity was interpolated from observed gravity values.
 GX2347
 GX2347;                    North         East    Units  Estimated Accuracy
 GX2347;SPC WV S     -   100,730.      553,390.      MT  (+/- 180 meters Scaled)
 GX2347
 GX2347                          SUPERSEDED SURVEY CONTROL
 GX2347
 GX2347  NGVD 29 (??/??/92)  288.192  (m)          945.51   (f) ADJ UNCH    2 0
 GX2347
 GX2347.Superseded values are not recommended for survey control.
 GX2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2347.See file dsdata.txt to determine how the superseded data were derived.
 GX2347
 GX2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB534955(NAD 83)
 GX2347_MARKER: DD = SURVEY DISK
 GX2347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2347_SP_SET: CULVERT
 GX2347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2347
 GX2347  HISTORY     - Date     Condition        Report By
 GX2347  HISTORY     - UNK      MONUMENTED       USGS
 GX2347  HISTORY     - 1935     GOOD             NGS
 GX2347
 GX2347                          STATION DESCRIPTION
 GX2347
 GX2347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2347'AT STICKNEY.
 GX2347'ABOUT 1/4 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX2347'THE STATION AT STICKNEY, 5 RAILS NORTH OF THE EARNEST LARGE
 GX2347'RESIDENCE, AT A CONCRETE CULVERT, 7-1/2 FEET EAST OF THE EAST
 GX2347'RAIL, IN THE CENTER OF THE TOP OF A HEADWALL, AND ABOUT 1 FOOT
 GX2347'LOWER THAN THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1120 ***********************************************************************
 JX1120  DESIGNATION -  BM
 JX1120  PID         -  JX1120
 JX1120  STATE/COUNTY-  WV/JACKSON
 JX1120  USGS QUAD   -  PORTLAND (1994)
 JX1120
 JX1120                         *CURRENT SURVEY CONTROL
 JX1120  ___________________________________________________________________
 JX1120* NAD 83(1986)-  39 04 30.     (N)    081 46 36.     (W)     SCALED    
 JX1120* NAVD 88     -       183.943  (meters)     603.49   (feet)  ADJUSTED  
 JX1120  ___________________________________________________________________
 JX1120  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1120  DYNAMIC HT  -         183.825 (meters)     603.10  (feet)  COMP
 JX1120  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 JX1120
 JX1120  VERT ORDER  -  FIRST     CLASS II
 JX1120
 JX1120.The horizontal coordinates were scaled from a topographic map and have
 JX1120.an estimated accuracy of +/- 6 seconds.
 JX1120
 JX1120.The orthometric height was determined by differential leveling
 JX1120.and adjusted by the National Geodetic Survey in June 1991..
 JX1120
 JX1120.The geoid height was determined by GEOID03.
 JX1120
 JX1120.The dynamic height is computed by dividing the NAVD 88
 JX1120.geopotential number by the normal gravity value computed on the
 JX1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1120.degrees latitude (g = 980.6199 gals.).
 JX1120
 JX1120.The modeled gravity was interpolated from observed gravity values.
 JX1120
 JX1120;                    North         East    Units  Estimated Accuracy
 JX1120;SPC WV S     -   230,600.      532,790.      MT  (+/- 180 meters Scaled)
 JX1120
 JX1120                          SUPERSEDED SURVEY CONTROL
 JX1120
 JX1120  NGVD 29 (??/??/92)  184.12   (m)          604.1    (f) COMPUTED    1 2
 JX1120
 JX1120.Superseded values are not recommended for survey control.
 JX1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1120.See file dsdata.txt to determine how the superseded data were derived.
 JX1120
 JX1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD328253(NAD 83)
 JX1120_MARKER: DB = BENCH MARK DISK
 JX1120_SETTING: 66 = SET IN ROCK OUTCROP
 JX1120_SP_SET: ROCK LEDGE
 JX1120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1120+STABILITY: POSITION/ELEVATION WELL
 JX1120
 JX1120  HISTORY     - Date     Condition        Report By
 JX1120  HISTORY     - UNK      MONUMENTED       CGS
 JX1120  HISTORY     - 1956     GOOD             NGS
 JX1120  HISTORY     - 1984     MARK NOT FOUND   NGS
 JX1120
 JX1120                          STATION DESCRIPTION
 JX1120
 JX1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1120'4.4 MI SW FROM BELLEVILLE.
 JX1120'4.4 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1120'THE STATION AT BELLEVILLE, ABOUT 1.6 MILES EAST OF THE POST
 JX1120'OFFICE AT MURRAYVILLE, ABOUT 6 TELEPHONE POLES WEST OF MILE
 JX1120'POST 116, IN THE TOP OF AN OUTCROPPING SANDSTONE LEDGE ABOUT
 JX1120'2 1/2 BY 1 1/2 FEET, 6 1/4 FEET SOUTH OF SOUTH RAIL, 509 FEET
 JX1120'WEST OF RAILROAD SIGN POST NEPTUNE, 311 FEET WEST OF WEST END
 JX1120'OF SOUTH CONCRETE HEAD WALL OF A RAILROAD CULVERT, 75 FEET
 JX1120'WEST OF A TRIANGULAR BLAZED 10-INCH ELM TREE, 1/2 FOOT SOUTH
 JX1120'OF BENCH MARK D 101 AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
 JX1120
 JX1120                          STATION RECOVERY (1984)
 JX1120
 JX1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1120'NOT RECOVERED, THE SHOULDER OF THE RAILROAD HAS BEEN ELEVATED,
 JX1120'LOCATION IS NOW COVERED WITH CRUSHED ROCK, EXACT LOCATION NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0484 ***********************************************************************
 HY0484  DESIGNATION -  BM
 HY0484  PID         -  HY0484
 HY0484  STATE/COUNTY-  WV/CABELL
 HY0484  USGS QUAD   -  BARBOURSVILLE (1985)
 HY0484
 HY0484                         *CURRENT SURVEY CONTROL
 HY0484  ___________________________________________________________________
 HY0484* NAD 83(1986)-  38 24 57.     (N)    082 17 39.     (W)     SCALED    
 HY0484* NAVD 88     -       174.178  (meters)     571.45   (feet)  ADJUSTED  
 HY0484  ___________________________________________________________________
 HY0484  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HY0484  DYNAMIC HT  -         174.061 (meters)     571.07  (feet)  COMP
 HY0484  MODELED GRAV-     979,949.6   (mgal)                       NAVD 88
 HY0484
 HY0484  VERT ORDER  -  SECOND    CLASS 0
 HY0484
 HY0484.The horizontal coordinates were scaled from a topographic map and have
 HY0484.an estimated accuracy of +/- 6 seconds.
 HY0484
 HY0484.The orthometric height was determined by differential leveling
 HY0484.and adjusted by the National Geodetic Survey in June 1991..
 HY0484
 HY0484.The geoid height was determined by GEOID03.
 HY0484
 HY0484.The dynamic height is computed by dividing the NAVD 88
 HY0484.geopotential number by the normal gravity value computed on the
 HY0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0484.degrees latitude (g = 980.6199 gals.).
 HY0484
 HY0484.The modeled gravity was interpolated from observed gravity values.
 HY0484
 HY0484;                    North         East    Units  Estimated Accuracy
 HY0484;SPC WV S     -   157,930.      486,990.      MT  (+/- 180 meters Scaled)
 HY0484
 HY0484                          SUPERSEDED SURVEY CONTROL
 HY0484
 HY0484  NGVD 29 (??/??/92)  174.356  (m)          572.03   (f) ADJ UNCH    2 0
 HY0484
 HY0484.Superseded values are not recommended for survey control.
 HY0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0484.See file dsdata.txt to determine how the superseded data were derived.
 HY0484
 HY0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC870527(NAD 83)
 HY0484_MARKER: DD = SURVEY DISK
 HY0484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0484_SP_SET: ABUTMENT
 HY0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0484
 HY0484  HISTORY     - Date     Condition        Report By
 HY0484  HISTORY     - UNK      MONUMENTED       USGS
 HY0484  HISTORY     - 1957     GOOD             NGS
 HY0484
 HY0484                          STATION DESCRIPTION
 HY0484
 HY0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0484'0.5 MI W FROM BARBOURSVILLE.
 HY0484'0.5 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY0484'STATION AT BARBOURSVILLE, CABELL COUNTY, AT BRIDGE 495.2 OVER
 HY0484'U.S. HIGHWAY 60, IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH
 HY0484'CONCRETE ABUTMENT, 7 FEET WEST OF THE WEST RAIL, AND ONE FOOT
 HY0484'LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HY0484'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0194 ***********************************************************************
 JX0194  DESIGNATION -  BM
 JX0194  PID         -  JX0194
 JX0194  STATE/COUNTY-  WV/LEWIS
 JX0194  USGS QUAD   -  WESTON (1977)
 JX0194
 JX0194                         *CURRENT SURVEY CONTROL
 JX0194  ___________________________________________________________________
 JX0194* NAD 83(1986)-  39 05 03.     (N)    080 24 40.     (W)     SCALED    
 JX0194* NAVD 88     -       332.796  (meters)    1091.85   (feet)  ADJUSTED  
 JX0194  ___________________________________________________________________
 JX0194  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JX0194  DYNAMIC HT  -         332.581 (meters)    1091.14  (feet)  COMP
 JX0194  MODELED GRAV-     979,973.5   (mgal)                       NAVD 88
 JX0194
 JX0194  VERT ORDER  -  SECOND    CLASS 0
 JX0194
 JX0194.The horizontal coordinates were scaled from a topographic map and have
 JX0194.an estimated accuracy of +/- 6 seconds.
 JX0194
 JX0194.The orthometric height was determined by differential leveling
 JX0194.and adjusted by the National Geodetic Survey in June 1991..
 JX0194
 JX0194.The geoid height was determined by GEOID03.
 JX0194
 JX0194.The dynamic height is computed by dividing the NAVD 88
 JX0194.geopotential number by the normal gravity value computed on the
 JX0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0194.degrees latitude (g = 980.6199 gals.).
 JX0194
 JX0194.The modeled gravity was interpolated from observed gravity values.
 JX0194
 JX0194;                    North         East    Units  Estimated Accuracy
 JX0194;SPC WV S     -   231,500.      650,960.      MT  (+/- 180 meters Scaled)
 JX0194
 JX0194                          SUPERSEDED SURVEY CONTROL
 JX0194
 JX0194  NGVD 29 (??/??/92)  332.969  (m)         1092.42   (f) ADJ UNCH    2 0
 JX0194
 JX0194.Superseded values are not recommended for survey control.
 JX0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0194.See file dsdata.txt to determine how the superseded data were derived.
 JX0194
 JX0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND509262(NAD 83)
 JX0194_MARKER: B = BOLT
 JX0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0194_SP_SET: BRIDGE
 JX0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0194
 JX0194  HISTORY     - Date     Condition        Report By
 JX0194  HISTORY     - UNK      MONUMENTED       BORR
 JX0194  HISTORY     - 1933     GOOD             NGS
 JX0194
 JX0194                          STATION DESCRIPTION
 JX0194
 JX0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JX0194'1.9 MI S FROM JANE LEW.
 JX0194'1.9 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0194'STATION AT JANE LEW, LEWIS COUNTY, 16-1/2 RAILS SOUTH OF MILEPOST
 JX0194'C 20, AT BRIDGE 20 A OVER U.S. HIGHWAY 19, IN THE TOP OF THE
 JX0194'WEST END OF THE SOUTH ABUTMENT, 7 FEET WEST OF THE CENTERLINE
 JX0194'OF THE TRACK, AND 1 FOOT LOWER THAN THE RAIL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0780 ***********************************************************************
 KY0780  DESIGNATION -  BM
 KY0780  PID         -  KY0780
 KY0780  STATE/COUNTY-  WV/BROOKE
 KY0780  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0780
 KY0780                         *CURRENT SURVEY CONTROL
 KY0780  ___________________________________________________________________
 KY0780* NAD 83(1986)-  40 18 24.     (N)    080 36 00.     (W)     SCALED    
 KY0780* NAVD 88     -       203.528  (meters)     667.74   (feet)  ADJUSTED  
 KY0780  ___________________________________________________________________
 KY0780  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KY0780  DYNAMIC HT  -         203.421 (meters)     667.39  (feet)  COMP
 KY0780  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 KY0780
 KY0780  VERT ORDER  -  SECOND    CLASS 0
 KY0780
 KY0780.The horizontal coordinates were scaled from a topographic map and have
 KY0780.an estimated accuracy of +/- 6 seconds.
 KY0780
 KY0780.The orthometric height was determined by differential leveling
 KY0780.and adjusted by the National Geodetic Survey in June 1991..
 KY0780
 KY0780.The geoid height was determined by GEOID03.
 KY0780
 KY0780.The dynamic height is computed by dividing the NAVD 88
 KY0780.geopotential number by the normal gravity value computed on the
 KY0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0780.degrees latitude (g = 980.6199 gals.).
 KY0780
 KY0780.The modeled gravity was interpolated from observed gravity values.
 KY0780
 KY0780;                    North         East    Units  Estimated Accuracy
 KY0780;SPC WV N     -   201,150.      506,490.      MT  (+/- 180 meters Scaled)
 KY0780
 KY0780                          SUPERSEDED SURVEY CONTROL
 KY0780
 KY0780  NGVD 29 (??/??/92)  203.712  (m)          668.35   (f) ADJ UNCH    2 0
 KY0780
 KY0780.Superseded values are not recommended for survey control.
 KY0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0780.See file dsdata.txt to determine how the superseded data were derived.
 KY0780
 KY0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE339618(NAD 83)
 KY0780_MARKER: B = BOLT
 KY0780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0780_SP_SET: BRIDGE WALL
 KY0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0780
 KY0780  HISTORY     - Date     Condition        Report By
 KY0780  HISTORY     - UNK      MONUMENTED       PRR
 KY0780  HISTORY     - 1936     GOOD             NGS
 KY0780  HISTORY     - 1983     POOR             NGS
 KY0780
 KY0780                          STATION DESCRIPTION
 KY0780
 KY0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0780'1.1 MI S FROM FOLLANSBEE.
 KY0780'1.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0780'AT FOLLANSBEE, BROOKE COUNTY, 0.3 MILE SOUTH OF THE PITTSBURGH
 KY0780'AND WEST VIRGINIA RAILWAY BRIDGE OVER OHIO RIVER, AT THE BRIDGE
 KY0780'OVER A CREEK, IN THE TOP OF THE SOUTH END OF THE CONCRETE
 KY0780'WING WALL, 3.7 FEET EAST OF THE EAST RAIL, 1.2 FEET SOUTHWEST
 KY0780'OF THE NORTHEAST CORNER OF THE WINGWALL, AND ABOUT 1-1/2 FEET
 KY0780'BELOW THE TOP OF THE RAIL.  AN IRON BOLT.
 KY0780
 KY0780                          STATION RECOVERY (1983)
 KY0780
 KY0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0780'RECOVERED IN POOR CONDITION.  NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2257 ***********************************************************************
 GX2257  DESIGNATION -  BM 1
 GX2257  PID         -  GX2257
 GX2257  STATE/COUNTY-  WV/LOGAN
 GX2257  USGS QUAD   -  LOGAN (1989)
 GX2257
 GX2257                         *CURRENT SURVEY CONTROL
 GX2257  ___________________________________________________________________
 GX2257* NAD 83(1986)-  37 50 50.     (N)    081 59 47.     (W)     SCALED    
 GX2257* NAVD 88     -       201.258  (meters)     660.29   (feet)  ADJUSTED  
 GX2257  ___________________________________________________________________
 GX2257  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GX2257  DYNAMIC HT  -         201.112 (meters)     659.82  (feet)  COMP
 GX2257  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 GX2257
 GX2257  VERT ORDER  -  SECOND    CLASS 0
 GX2257
 GX2257.The horizontal coordinates were scaled from a topographic map and have
 GX2257.an estimated accuracy of +/- 6 seconds.
 GX2257
 GX2257.The orthometric height was determined by differential leveling
 GX2257.and adjusted by the National Geodetic Survey in June 1991..
 GX2257
 GX2257.The geoid height was determined by GEOID03.
 GX2257
 GX2257.The dynamic height is computed by dividing the NAVD 88
 GX2257.geopotential number by the normal gravity value computed on the
 GX2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2257.degrees latitude (g = 980.6199 gals.).
 GX2257
 GX2257.The modeled gravity was interpolated from observed gravity values.
 GX2257
 GX2257;                    North         East    Units  Estimated Accuracy
 GX2257;SPC WV S     -    94,500.      512,310.      MT  (+/- 180 meters Scaled)
 GX2257
 GX2257                          SUPERSEDED SURVEY CONTROL
 GX2257
 GX2257  NGVD 29 (??/??/92)  201.480  (m)          661.02   (f) ADJ UNCH    2 0
 GX2257
 GX2257.Superseded values are not recommended for survey control.
 GX2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2257.See file dsdata.txt to determine how the superseded data were derived.
 GX2257
 GX2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB123893(NAD 83)
 GX2257_MARKER: Q = CHISELED SQUARE
 GX2257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2257_SP_SET: BRIDGE
 GX2257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2257
 GX2257  HISTORY     - Date     Condition        Report By
 GX2257  HISTORY     - UNK      MONUMENTED       APC
 GX2257  HISTORY     - 1957     GOOD             NGS
 GX2257
 GX2257                          STATION DESCRIPTION
 GX2257
 GX2257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2257'AT LOGAN.
 GX2257'AT LOGAN, AT APPALACHIAN POWER COMPANY STEAM PLANT, ON THE TOP OF
 GX2257'RETAINING WALL DIRECTLY ABOVE SOUTH SIDE OF DOWNSTREAM INTAKE
 GX2257'OF POWER PLANT, 28 FEET SOUTH OF THE WATER GAGE, 2 1/4 FEET WEST
 GX2257'OF EAST EDGE OF RETAINING WALL, 7 1/4 FEET EAST-NORTHEAST OF
 GX2257'SOUTHEAST CORNER OF DOWNSTREAM CIRCULATION PUMP HOUSE.  THE
 GX2257'FOLLOWING BM 660.84 IS CUT ON WEST SIDE OF RETAINING WALL.
 GX2257'NOTE-- THIS MARK IS DESIGNATED B.M. APPALACHIAN ON DESCRIPTIONS
 GX2257'OF BMS AT GAGING STATION ON GUYANDOT RIVER AS MAINTAINED BY THE
 GX2257'WEATHER BUREAU AND APPALACHIAN POWER COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2255 ***********************************************************************
 GX2255  DESIGNATION -  BM 2
 GX2255  PID         -  GX2255
 GX2255  STATE/COUNTY-  WV/LOGAN
 GX2255  USGS QUAD   -  LOGAN (1989)
 GX2255
 GX2255                         *CURRENT SURVEY CONTROL
 GX2255  ___________________________________________________________________
 GX2255* NAD 83(1986)-  37 50 50.     (N)    081 59 47.     (W)     SCALED    
 GX2255* NAVD 88     -       201.965  (meters)     662.61   (feet)  ADJUSTED  
 GX2255  ___________________________________________________________________
 GX2255  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GX2255  DYNAMIC HT  -         201.819 (meters)     662.13  (feet)  COMP
 GX2255  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 GX2255
 GX2255  VERT ORDER  -  SECOND    CLASS 0
 GX2255
 GX2255.The horizontal coordinates were scaled from a topographic map and have
 GX2255.an estimated accuracy of +/- 6 seconds.
 GX2255
 GX2255.The orthometric height was determined by differential leveling
 GX2255.and adjusted by the National Geodetic Survey in June 1991..
 GX2255
 GX2255.The geoid height was determined by GEOID03.
 GX2255
 GX2255.The dynamic height is computed by dividing the NAVD 88
 GX2255.geopotential number by the normal gravity value computed on the
 GX2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2255.degrees latitude (g = 980.6199 gals.).
 GX2255
 GX2255.The modeled gravity was interpolated from observed gravity values.
 GX2255
 GX2255;                    North         East    Units  Estimated Accuracy
 GX2255;SPC WV S     -    94,500.      512,310.      MT  (+/- 180 meters Scaled)
 GX2255
 GX2255                          SUPERSEDED SURVEY CONTROL
 GX2255
 GX2255  NGVD 29 (??/??/92)  202.187  (m)          663.34   (f) ADJ UNCH    2 0
 GX2255
 GX2255.Superseded values are not recommended for survey control.
 GX2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2255.See file dsdata.txt to determine how the superseded data were derived.
 GX2255
 GX2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB123893(NAD 83)
 GX2255_MARKER: Q = CHISELED SQUARE
 GX2255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2255_SP_SET: CONCRETE STEP
 GX2255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2255
 GX2255  HISTORY     - Date     Condition        Report By
 GX2255  HISTORY     - UNK      MONUMENTED       APC
 GX2255  HISTORY     - 1957     GOOD             NGS
 GX2255
 GX2255                          STATION DESCRIPTION
 GX2255
 GX2255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2255'AT LOGAN.
 GX2255'AT LOGAN, AT APPALACHIAN POWER COMPANY STEAM PLANT, LOCATED IN THE
 GX2255'TOP OF THE WEST RETAINING WALL OF STEPS LEADING TO RIVER SPRAY
 GX2255'PUMP HOUSE, ABOUT 37 FEET WEST-NORTHWEST OF WATER GAGE, 16 1/2
 GX2255'FEET WEST OF NORTHWEST CORNER OF DOWNSTREAM CIRCULATION PUMP
 GX2255'HOUSE, 4 1/2 FEET NORTHWEST OF SOUTH CORNER OF TOP CONCRETE STEP
 GX2255'AND 1 FOOT ABOVE GROUND.  NOTE-- THIS BENCH MARK IS DESIGNATED BM
 GX2255'SQUARE ON DESCRIPTION OF BMS AT GAGING STATION ON GUYANDOT RIVER
 GX2255'AS MAINTAINED BY THE WEATHER BUREAU AND APPALACHIAN POWER COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1527 ***********************************************************************
 HX1527  DESIGNATION -  BM 2
 HX1527  PID         -  HX1527
 HX1527  STATE/COUNTY-  WV/BRAXTON
 HX1527  USGS QUAD   -  STRANGE CREEK (1976)
 HX1527
 HX1527                         *CURRENT SURVEY CONTROL
 HX1527  ___________________________________________________________________
 HX1527* NAD 83(1986)-  38 34 17.     (N)    080 53 42.     (W)     SCALED    
 HX1527* NAVD 88     -       243.199  (meters)     797.90   (feet)  ADJUSTED  
 HX1527  ___________________________________________________________________
 HX1527  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HX1527  DYNAMIC HT  -         243.033 (meters)     797.35  (feet)  COMP
 HX1527  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 HX1527
 HX1527  VERT ORDER  -  SECOND    CLASS 0
 HX1527
 HX1527.The horizontal coordinates were scaled from a topographic map and have
 HX1527.an estimated accuracy of +/- 6 seconds.
 HX1527
 HX1527.The orthometric height was determined by differential leveling
 HX1527.and adjusted by the National Geodetic Survey in June 1991..
 HX1527
 HX1527.The geoid height was determined by GEOID03.
 HX1527
 HX1527.The dynamic height is computed by dividing the NAVD 88
 HX1527.geopotential number by the normal gravity value computed on the
 HX1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1527.degrees latitude (g = 980.6199 gals.).
 HX1527
 HX1527.The modeled gravity was interpolated from observed gravity values.
 HX1527
 HX1527;                    North         East    Units  Estimated Accuracy
 HX1527;SPC WV S     -   174,410.      609,150.      MT  (+/- 180 meters Scaled)
 HX1527
 HX1527                          SUPERSEDED SURVEY CONTROL
 HX1527
 HX1527  NGVD 29 (??/??/92)  243.382  (m)          798.50   (f) ADJ UNCH    2 0
 HX1527
 HX1527.Superseded values are not recommended for survey control.
 HX1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1527.See file dsdata.txt to determine how the superseded data were derived.
 HX1527
 HX1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC091692(NAD 83)
 HX1527_MARKER: S = SPIKE
 HX1527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1527_SP_SET: SYCAMORE TREE ROOT
 HX1527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1527
 HX1527  HISTORY     - Date     Condition        Report By
 HX1527  HISTORY     - UNK      MONUMENTED       RBNF
 HX1527  HISTORY     - 1934     GOOD             NGS
 HX1527
 HX1527                          STATION DESCRIPTION
 HX1527
 HX1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1527'0.3 MI E FROM STRANGE CREEK.
 HX1527'0.3 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1527'STATION AT STRANGE CREEK, BRAXTON COUNTY, 50 RAILS EAST OF
 HX1527'MILEPOST C 77, 11 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF
 HX1527'STRANGE CREEK CHURCH, IN THE ROOT OF A SYCAMORE TREE, 14 YARDS
 HX1527'NORTH OF THE CENTERLINE OF THE TRACK, AND 8 FEET LOWER THAN THE
 HX1527'TRACK.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1679 ***********************************************************************
 HX1679  DESIGNATION -  BM 25
 HX1679  PID         -  HX1679
 HX1679  STATE/COUNTY-  WV/ROANE
 HX1679  USGS QUAD   -  ARNOLDSBURG (1965)
 HX1679
 HX1679                         *CURRENT SURVEY CONTROL
 HX1679  ___________________________________________________________________
 HX1679* NAD 83(1986)-  38 48 07.     (N)    081 13 46.     (W)     SCALED    
 HX1679* NAVD 88     -       214.245  (meters)     702.90   (feet)  ADJUSTED  
 HX1679  ___________________________________________________________________
 HX1679  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HX1679  DYNAMIC HT  -         214.104 (meters)     702.44  (feet)  COMP
 HX1679  MODELED GRAV-     979,968.1   (mgal)                       NAVD 88
 HX1679
 HX1679  VERT ORDER  -  SECOND    CLASS 0
 HX1679
 HX1679.The horizontal coordinates were scaled from a topographic map and have
 HX1679.an estimated accuracy of +/- 6 seconds.
 HX1679
 HX1679.The orthometric height was determined by differential leveling
 HX1679.and adjusted by the National Geodetic Survey in June 1991..
 HX1679
 HX1679.The geoid height was determined by GEOID03.
 HX1679
 HX1679.The dynamic height is computed by dividing the NAVD 88
 HX1679.geopotential number by the normal gravity value computed on the
 HX1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1679.degrees latitude (g = 980.6199 gals.).
 HX1679
 HX1679.The modeled gravity was interpolated from observed gravity values.
 HX1679
 HX1679;                    North         East    Units  Estimated Accuracy
 HX1679;SPC WV S     -   200,030.      580,070.      MT  (+/- 180 meters Scaled)
 HX1679
 HX1679                          SUPERSEDED SURVEY CONTROL
 HX1679
 HX1679  NGVD 29 (??/??/92)  214.413  (m)          703.45   (f) ADJ UNCH    2 0
 HX1679
 HX1679.Superseded values are not recommended for survey control.
 HX1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1679.See file dsdata.txt to determine how the superseded data were derived.
 HX1679
 HX1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC800948(NAD 83)
 HX1679_MARKER: Q = CHISELED SQUARE
 HX1679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1679_SP_SET: BRIDGE BALUSTRADE
 HX1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1679
 HX1679  HISTORY     - Date     Condition        Report By
 HX1679  HISTORY     - UNK      MONUMENTED       RBNF
 HX1679  HISTORY     - 1933     GOOD             NGS
 HX1679
 HX1679                          STATION DESCRIPTION
 HX1679
 HX1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX1679'6.2 MI W FROM ARNOLDSBURG.
 HX1679'IN ROANE COUNTY, 6.2 MILES WEST ALONG U.S. HIGHWAY 33 FROM THE
 HX1679'POST OFFICE AT ARNOLDSBURG, CALHOUN COUNTY AT A CONCRETE BRIDGE
 HX1679'OVER LAUREL RUN, ON THE TOP OF THE NORTH BALUSTRADE, 10 FEET NORTH
 HX1679'OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET HIGHER THAN THE
 HX1679'HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1680 ***********************************************************************
 HX1680  DESIGNATION -  BM 27
 HX1680  PID         -  HX1680
 HX1680  STATE/COUNTY-  WV/ROANE
 HX1680  USGS QUAD   -  ARNOLDSBURG (1965)
 HX1680
 HX1680                         *CURRENT SURVEY CONTROL
 HX1680  ___________________________________________________________________
 HX1680* NAD 83(1986)-  38 48 09.     (N)    081 13 30.     (W)     SCALED    
 HX1680* NAVD 88     -       214.776  (meters)     704.64   (feet)  ADJUSTED  
 HX1680  ___________________________________________________________________
 HX1680  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HX1680  DYNAMIC HT  -         214.635 (meters)     704.18  (feet)  COMP
 HX1680  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 HX1680
 HX1680  VERT ORDER  -  SECOND    CLASS 0
 HX1680
 HX1680.The horizontal coordinates were scaled from a topographic map and have
 HX1680.an estimated accuracy of +/- 6 seconds.
 HX1680
 HX1680.The orthometric height was determined by differential leveling
 HX1680.and adjusted by the National Geodetic Survey in June 1991..
 HX1680
 HX1680.The geoid height was determined by GEOID03.
 HX1680
 HX1680.The dynamic height is computed by dividing the NAVD 88
 HX1680.geopotential number by the normal gravity value computed on the
 HX1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1680.degrees latitude (g = 980.6199 gals.).
 HX1680
 HX1680.The modeled gravity was interpolated from observed gravity values.
 HX1680
 HX1680;                    North         East    Units  Estimated Accuracy
 HX1680;SPC WV S     -   200,090.      580,460.      MT  (+/- 180 meters Scaled)
 HX1680
 HX1680                          SUPERSEDED SURVEY CONTROL
 HX1680
 HX1680  NGVD 29 (??/??/92)  214.944  (m)          705.20   (f) ADJ UNCH    2 0
 HX1680
 HX1680.Superseded values are not recommended for survey control.
 HX1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1680.See file dsdata.txt to determine how the superseded data were derived.
 HX1680
 HX1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC804948(NAD 83)
 HX1680_MARKER: X = CHISELED CROSS
 HX1680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1680_SP_SET: BRIDGE SEAT
 HX1680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1680
 HX1680  HISTORY     - Date     Condition        Report By
 HX1680  HISTORY     - UNK      MONUMENTED       RBNF
 HX1680  HISTORY     - 1933     GOOD             NGS
 HX1680
 HX1680                          STATION DESCRIPTION
 HX1680
 HX1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX1680'5.9 MI W FROM ARNOLDSBURG.
 HX1680'IN ROANE COUNTY, 5.9 MILES WEST ALONG U.S. HIGHWAY 33 FROM THE
 HX1680'POST OFFICE AT ARNOLDSBURG, CALHOUN COUNTY, 40 YARDS SOUTH OF THE
 HX1680'NEW BRIDGE OVER HENERYS FORK, AT THE OLD ABANDONED BRIDGE, ON THE
 HX1680'TOP OF THE SOUTHEAST CORNER OF THE BRIDGE SEAT OF THE WEST
 HX1680'ABUTMENT, AND 1 FOOT LOWER THAN THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2254 ***********************************************************************
 GX2254  DESIGNATION -  BM 3
 GX2254  PID         -  GX2254
 GX2254  STATE/COUNTY-  WV/LOGAN
 GX2254  USGS QUAD   -  LOGAN (1989)
 GX2254
 GX2254                         *CURRENT SURVEY CONTROL
 GX2254  ___________________________________________________________________
 GX2254* NAD 83(1986)-  37 50 54.     (N)    081 59 53.     (W)     SCALED    
 GX2254* NAVD 88     -       202.766  (meters)     665.24   (feet)  ADJUSTED  
 GX2254  ___________________________________________________________________
 GX2254  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GX2254  DYNAMIC HT  -         202.619 (meters)     664.76  (feet)  COMP
 GX2254  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 GX2254
 GX2254  VERT ORDER  -  SECOND    CLASS 0
 GX2254
 GX2254.The horizontal coordinates were scaled from a topographic map and have
 GX2254.an estimated accuracy of +/- 6 seconds.
 GX2254
 GX2254.The orthometric height was determined by differential leveling
 GX2254.and adjusted by the National Geodetic Survey in June 1991..
 GX2254
 GX2254.The geoid height was determined by GEOID03.
 GX2254
 GX2254.The dynamic height is computed by dividing the NAVD 88
 GX2254.geopotential number by the normal gravity value computed on the
 GX2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2254.degrees latitude (g = 980.6199 gals.).
 GX2254
 GX2254.The modeled gravity was interpolated from observed gravity values.
 GX2254
 GX2254;                    North         East    Units  Estimated Accuracy
 GX2254;SPC WV S     -    94,630.      512,170.      MT  (+/- 180 meters Scaled)
 GX2254
 GX2254                          SUPERSEDED SURVEY CONTROL
 GX2254
 GX2254  NGVD 29 (??/??/92)  202.988  (m)          665.97   (f) ADJ UNCH    2 0
 GX2254
 GX2254.Superseded values are not recommended for survey control.
 GX2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2254.See file dsdata.txt to determine how the superseded data were derived.
 GX2254
 GX2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB121894(NAD 83)
 GX2254_MARKER: Q = CHISELED SQUARE
 GX2254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2254_SP_SET: BUILDING
 GX2254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2254
 GX2254  HISTORY     - Date     Condition        Report By
 GX2254  HISTORY     - UNK      MONUMENTED       APC
 GX2254  HISTORY     - 1957     GOOD             NGS
 GX2254
 GX2254                          STATION DESCRIPTION
 GX2254
 GX2254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2254'AT LOGAN.
 GX2254'AT LOGAN, AT APPALACHIAN POWER COMPANY STEAM PLANT, IN THE TOP
 GX2254'OF THE NORTHWEST END OF CONCRETE DOOR SILL OF NORTHEAST FACE OF
 GX2254'TRANSFORMER BUILDING, 6 FEET SOUTHEAST OF NORTH CORNER OF
 GX2254'BUILDING, 3/4 FEET SOUTHEAST OF NORTHWEST END OF DOOR SILL AND
 GX2254'ABOUT LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0190 ***********************************************************************
 JX0190  DESIGNATION -  BM 3
 JX0190  PID         -  JX0190
 JX0190  STATE/COUNTY-  WV/LEWIS
 JX0190  USGS QUAD   -  WESTON (1977)
 JX0190
 JX0190                         *CURRENT SURVEY CONTROL
 JX0190  ___________________________________________________________________
 JX0190* NAD 83(1986)-  39 03 10.     (N)    080 27 54.     (W)     SCALED    
 JX0190* NAVD 88     -       312.217  (meters)    1024.33   (feet)  ADJUSTED  
 JX0190  ___________________________________________________________________
 JX0190  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JX0190  DYNAMIC HT  -         312.015 (meters)    1023.67  (feet)  COMP
 JX0190  MODELED GRAV-     979,972.2   (mgal)                       NAVD 88
 JX0190
 JX0190  VERT ORDER  -  SECOND    CLASS 0
 JX0190
 JX0190.The horizontal coordinates were scaled from a topographic map and have
 JX0190.an estimated accuracy of +/- 6 seconds.
 JX0190
 JX0190.The orthometric height was determined by differential leveling
 JX0190.and adjusted by the National Geodetic Survey in June 1991..
 JX0190
 JX0190.The geoid height was determined by GEOID03.
 JX0190
 JX0190.The dynamic height is computed by dividing the NAVD 88
 JX0190.geopotential number by the normal gravity value computed on the
 JX0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0190.degrees latitude (g = 980.6199 gals.).
 JX0190
 JX0190.The modeled gravity was interpolated from observed gravity values.
 JX0190
 JX0190;                    North         East    Units  Estimated Accuracy
 JX0190;SPC WV S     -   227,980.      646,310.      MT  (+/- 180 meters Scaled)
 JX0190
 JX0190                          SUPERSEDED SURVEY CONTROL
 JX0190
 JX0190  NGVD 29 (??/??/92)  312.385  (m)         1024.88   (f) ADJ UNCH    2 0
 JX0190
 JX0190.Superseded values are not recommended for survey control.
 JX0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0190.See file dsdata.txt to determine how the superseded data were derived.
 JX0190
 JX0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND462227(NAD 83)
 JX0190_MARKER: Q = CHISELED SQUARE
 JX0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0190_SP_SET: CULVERT
 JX0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0190
 JX0190  HISTORY     - Date     Condition        Report By
 JX0190  HISTORY     - UNK      MONUMENTED       USGS
 JX0190  HISTORY     - 1957     MARK NOT FOUND   NGS
 JX0190
 JX0190                          STATION DESCRIPTION
 JX0190
 JX0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0190'1 MI N FROM WESTON.
 JX0190'1 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0190'STATION AT WESTON, LEWIS COUNTY, 108 YARDS NORTH OF THE CROSSING
 JX0190'OF U.S. HIGHWAY 19, AT A CONCRETE HIGHWAY CULVERT, ON THE TOP
 JX0190'OF THE NORTH END OF THE HEADWALL, 15 YARDS EAST OF THE CENTERLINE
 JX0190'OF THE TRACK, 6 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 JX0190'1.5 FEET HIGHER THAN THE HIGHWAY SURFACE.  A CHISELED SQAURE,
 JX0190'MARKED ELEVATION 1024.58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2253 ***********************************************************************
 GX2253  DESIGNATION -  BM 4
 GX2253  PID         -  GX2253
 GX2253  STATE/COUNTY-  WV/LOGAN
 GX2253  USGS QUAD   -  LOGAN (1989)
 GX2253
 GX2253                         *CURRENT SURVEY CONTROL
 GX2253  ___________________________________________________________________
 GX2253* NAD 83(1986)-  37 50 54.     (N)    081 59 53.     (W)     SCALED    
 GX2253* NAVD 88     -       203.885  (meters)     668.91   (feet)  ADJUSTED  
 GX2253  ___________________________________________________________________
 GX2253  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GX2253  DYNAMIC HT  -         203.737 (meters)     668.43  (feet)  COMP
 GX2253  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 GX2253
 GX2253  VERT ORDER  -  SECOND    CLASS 0
 GX2253
 GX2253.The horizontal coordinates were scaled from a topographic map and have
 GX2253.an estimated accuracy of +/- 6 seconds.
 GX2253
 GX2253.The orthometric height was determined by differential leveling
 GX2253.and adjusted by the National Geodetic Survey in June 1991..
 GX2253
 GX2253.The geoid height was determined by GEOID03.
 GX2253
 GX2253.The dynamic height is computed by dividing the NAVD 88
 GX2253.geopotential number by the normal gravity value computed on the
 GX2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2253.degrees latitude (g = 980.6199 gals.).
 GX2253
 GX2253.The modeled gravity was interpolated from observed gravity values.
 GX2253
 GX2253;                    North         East    Units  Estimated Accuracy
 GX2253;SPC WV S     -    94,630.      512,170.      MT  (+/- 180 meters Scaled)
 GX2253
 GX2253                          SUPERSEDED SURVEY CONTROL
 GX2253
 GX2253  NGVD 29 (??/??/92)  204.107  (m)          669.64   (f) ADJ UNCH    2 0
 GX2253
 GX2253.Superseded values are not recommended for survey control.
 GX2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2253.See file dsdata.txt to determine how the superseded data were derived.
 GX2253
 GX2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB121894(NAD 83)
 GX2253_MARKER: Q = CHISELED SQUARE
 GX2253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2253_SP_SET: FOUNDATION
 GX2253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2253
 GX2253  HISTORY     - Date     Condition        Report By
 GX2253  HISTORY     - UNK      MONUMENTED       APC
 GX2253  HISTORY     - 1957     GOOD             NGS
 GX2253
 GX2253                          STATION DESCRIPTION
 GX2253
 GX2253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2253'AT LOGAN.
 GX2253'AT LOGAN, AT APPALACHIAN POWER COMPANY STEAM PLANT, ON THE TOP
 GX2253'OF THE SOUTH SIDE OF THE CONCRETE FOUNDATION OF FLAG POLE, 69
 GX2253'FEET NORTHEAST OF NORTHEAST CORNER OF SERVICE BUILDING, 37 FEET
 GX2253'SOUTHWEST OF SOUTHWEST CORNER OF GUARD BUILDING AT MAIN ENTRANCE
 GX2253'AND 3/4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2516 ***********************************************************************
 AJ2516  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2516  DESIGNATION -  BM 923
 AJ2516  PID         -  AJ2516
 AJ2516  STATE/COUNTY-  WV/BRAXTON
 AJ2516  USGS QUAD   -  HEROLD (1976)
 AJ2516
 AJ2516                         *CURRENT SURVEY CONTROL
 AJ2516  ___________________________________________________________________
 AJ2516* NAD 83(1995)-  38 36 56.21676(N)    080 49 37.74174(W)     ADJUSTED  
 AJ2516* NAVD 88     -       281.1    (meters)     922.     (feet)  GPS OBS   
 AJ2516  ___________________________________________________________________
 AJ2516  X           -     795,514.980 (meters)                     COMP
 AJ2516  Y           -  -4,926,448.261 (meters)                     COMP
 AJ2516  Z           -   3,959,220.743 (meters)                     COMP
 AJ2516  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 AJ2516  ELLIP HEIGHT-         248.83  (meters)          (04/23/01) GPS OBS
 AJ2516  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 AJ2516
 AJ2516  HORZ ORDER  -  A
 AJ2516  ELLP ORDER  -  FOURTH    CLASS I
 AJ2516
 AJ2516.The horizontal coordinates were established by GPS observations
 AJ2516.and adjusted by the National Geodetic Survey in April 2001..
 AJ2516
 AJ2516.The orthometric height was determined by GPS observations and a
 AJ2516.high-resolution geoid model.
 AJ2516
 AJ2516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2516
 AJ2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2516
 AJ2516.The ellipsoidal height was determined by GPS observations
 AJ2516.and is referenced to NAD 83.
 AJ2516
 AJ2516.The geoid height was determined by GEOID03.
 AJ2516
 AJ2516;                    North         East     Units Scale Factor Converg.
 AJ2516;SPC WV S     -   179,332.264   615,053.306   MT  0.99995393   +0 06 24.7
 AJ2516;UTM  17      - 4,274,136.625   515,047.992   MT  0.99960279   +0 06 28.3
 AJ2516
 AJ2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2516!SPC WV S     -   0.99996096  x   0.99995393  =   0.99991489
 AJ2516!UTM  17      -   0.99996096  x   0.99960279  =   0.99956376
 AJ2516
 AJ2516                          SUPERSEDED SURVEY CONTROL
 AJ2516
 AJ2516.No superseded survey control is available for this station.
 AJ2516
 AJ2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC1504874137(NAD 83)
 AJ2516_MARKER: DB = BENCH MARK DISK
 AJ2516_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ2516_SP_SET: CONCRETE LEDGE
 AJ2516_STAMPING: ELEV. 923 FT. 58 JEA 1963
 AJ2516_MARK LOGO: USGS  
 AJ2516_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2516+STABILITY: SURFACE MOTION
 AJ2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2516+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2000
 AJ2516
 AJ2516  HISTORY     - Date     Condition        Report By
 AJ2516  HISTORY     - 1963     MONUMENTED       USGS
 AJ2516  HISTORY     - 20000328 GOOD             WVALS
 AJ2516
 AJ2516                          STATION DESCRIPTION
 AJ2516
 AJ2516'DESCRIBED BY WV ASSOCIATION OF LAND SURVEYORS 2000 (SPR)
 AJ2516'THE STATION IS LOCATED ABOUT 11.6 KM (7.2 MI) SOUTHWEST OF SUTTON,
 AJ2516'3.7 KM (2.3 MI) SOUTHEAST OF FRAMETOWN AND 2.8 KM (1.75 MI) EAST OF
 AJ2516'THE JUNCTION OF INTERSTATE HIGHWAY 79 AND STATE HIGHWAY 4.
 AJ2516'
 AJ2516'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 79
 AJ2516'AND STATE HIGHWAY 4, GO NORTH ON HIGHWAY 4 FOR 2.25 KM (1.4 MI) TO
 AJ2516'THE JUNCTION OF COUNTY ROUTE 21.  TURN RIGHT AND GO SOUTHEAST ON
 AJ2516'ROUTE 21 (FRAMETOWN-HEROLD ROAD) FOR 4.8 KM (3.0 MI) TO A SMALL 4.9 M
 AJ2516'(16 FT) WIDE BY 3.0 M (10 FT) LONG WOODEN BRIDGE AND THE STATION IN
 AJ2516'THE CUT STONE SOUTHEAST WINGWALL OF THE BRIDGE.
 AJ2516'
 AJ2516'THE STATION IS  5.3 M (17.5 FT) NORTHEAST OF AN UNDERGROUND CABLE
 AJ2516'WARNING SIGN, 3.7 M (12 FT) SOUTH OF THE CENTER OF THE ROAD AND 1.5
 AJ2516'M (5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3354 ***********************************************************************
 GX3354  DESIGNATION -  BOGGS
 GX3354  PID         -  GX3354
 GX3354  STATE/COUNTY-  WV/GREENBRIER
 GX3354  USGS QUAD   -  RAINELLE (1976)
 GX3354
 GX3354                         *CURRENT SURVEY CONTROL
 GX3354  ___________________________________________________________________
 GX3354* NAD 83(1995)-  37 55 05.71538(N)    080 46 49.93059(W)     ADJUSTED  
 GX3354* NAVD 88     -      1082.     (meters)    3550.     (feet)  SCALED    
 GX3354  ___________________________________________________________________
 GX3354  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 GX3354  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX3354
 GX3354  HORZ ORDER  -  SECOND
 GX3354
 GX3354.The horizontal coordinates were established by classical geodetic methods
 GX3354.and adjusted by the National Geodetic Survey in April 1998..
 GX3354
 GX3354.The orthometric height was scaled from a topographic map.
 GX3354
 GX3354.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3354
 GX3354.The geoid height was determined by GEOID03.
 GX3354
 GX3354;                    North         East     Units Scale Factor Converg.
 GX3354;SPC WV S     -   101,938.072   619,296.171   MT  0.99993641   +0 08 08.4
 GX3354;UTM  17      - 4,196,767.928   519,289.709   MT  0.99960458   +0 08 05.5
 GX3354
 GX3354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3354!SPC WV S     -   0.99983513  x   0.99993641  =   0.99977155
 GX3354!UTM  17      -   0.99983513  x   0.99960458  =   0.99943978
 GX3354
 GX3354|---------------------------------------------------------------------|
 GX3354| PID    Reference Object                     Distance      Geod. Az  |
 GX3354|                                                           dddmmss.s |
 GX3354| GX3353 BOGGS USGS 1952                      24.896 METERS 23956     |
 GX3354| GX3355 GODDARD                             APPROX.14.5 KM 2422735.9 |
 GX3354| DC3859 BOGGS RM 1                           18.257 METERS 35144     |
 GX3354|---------------------------------------------------------------------|
 GX3354
 GX3354                          SUPERSEDED SURVEY CONTROL
 GX3354
 GX3354  NAD 83(1986)-  37 55 05.72639(N)    080 46 49.94011(W) AD(       ) 2
 GX3354  NAD 27      -  37 55 05.30300(N)    080 46 50.62200(W) AD(       ) 2
 GX3354
 GX3354.Superseded values are not recommended for survey control.
 GX3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3354.See file dsdata.txt to determine how the superseded data were derived.
 GX3354
 GX3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB1929096768(NAD 83)
 GX3354_MARKER: DS = TRIANGULATION STATION DISK
 GX3354_SETTING: 80 = SET IN A BOULDER
 GX3354_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GX3354
 GX3354  HISTORY     - Date     Condition        Report By
 GX3354  HISTORY     - 1952     MONUMENTED       CGS
 GX3354  HISTORY     - 1958     MARK NOT FOUND   CGS
 GX3354
 GX3354                          STATION DESCRIPTION
 GX3354
 GX3354'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3354'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF RAINELLE, 6 MILES
 GX3354'NORTHEAST OF MEADOW BRIDGE AND ON THE SUMMIT OF A PROMINENT HILL
 GX3354'KNOWN LOCALLY AS BOGGS KNOB.  THE MARK IS 18 FEET NORTH OF A TRIPLE
 GX3354'ASH TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE 8 FEET SOUTHEAST OF
 GX3354'A RED OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE.  THE MARK IS
 GX3354'SET FLUSH IN A DRILL HOLE IN A BOULDER AND IS STAMPED BOGGS 1952.
 GX3354'THE STATION IS LOCATED ON PROPERTY OWNED BY MR. B.O. SIMMS.
 GX3354'
 GX3354'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOGGS NO 1 1952 AND
 GX3354'PROJECTS 5 INCHES.
 GX3354'
 GX3354'BOGGS (USGS) BM WAS OBSERVED AS A REFERENCE MARK.  IT IS A STANDARD
 GX3354'U.S. GEOLOGICAL SURVEY BENCH MARK IN CONJUNCTION WITH THE STATE
 GX3354'OF WEST VIRGINIA.  IT IS SET FLUSH IN A DRILL HOLE IN A BOULDER AND
 GX3354'IS UNSTAMPED.
 GX3354'
 GX3354'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 GX3354'ROUTE 20 IN RAINELLE, GO SOUTH ON STATE ROUTE 20 FOR 2.1 MILES TO
 GX3354'A DIRT ROAD LEFT, TURN LEFT (EAST) AND GO 0.1 MILE TO A RAILROAD
 GX3354'CROSSING AND SIGN SIMMS, CONTINUE AHEAD ON DIRT ROAD 2.1 MILES
 GX3354'TO A REVERSE Y TO THE RIGHT.  TURN RIGHT (SOUTH) AND GO 1.0 MILE TO
 GX3354'MR. SIMMS HOUSE ON THE LEFT AND END OF TRUCK TRAVEL.  FROM HERE PACK
 GX3354'NORTH THROUGH TIMBER FOR ABOUT 0.3 MILE TO SUMMIT OF HILL AND
 GX3354'STATION.  THIS IS ABOUT A 20 MINUTE PACK.
 GX3354'
 GX3354'THERE WAS NO AVAILABLE PLACE AT THIS STATION FOR AN AZIMUTH MARK.
 GX3354'
 GX3354'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GX3354
 GX3354                          STATION RECOVERY (1958)
 GX3354
 GX3354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 GX3354'THE STATION MARK WAS NOT RECOVERED AND HAS APPARENTLY BEEN DESTROYED.
 GX3354'A THOROUGH SEARCH WAS MADE FOR THE MARK.  THE POSITION WHERE IT
 GX3354'IS REPORTED TO BE IS NOW BUT A HOLE IN THE GROUND.  THE BOULDER IN
 GX3354'WHICH IT WAS SET IS PRESUMED TO HAVE BEEN AT THIS SPOT.
 GX3354'
 GX3354'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 GX3354'
 GX3354'A SEARCH WAS MADE FOR BOGGS (USGS) BM BUT IT WAS NOT RECOVERED AT
 GX3354'THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3353 ***********************************************************************
 GX3353  DESIGNATION -  BOGGS USGS 1952
 GX3353  PID         -  GX3353
 GX3353  STATE/COUNTY-  WV/GREENBRIER
 GX3353  USGS QUAD   -  RAINELLE (1976)
 GX3353
 GX3353                         *CURRENT SURVEY CONTROL
 GX3353  ___________________________________________________________________
 GX3353* NAD 83(1995)-  37 55 05.31077(N)    080 46 50.81268(W)     ADJUSTED  
 GX3353* NAVD 88     -      1082.     (meters)    3550.     (feet)  SCALED    
 GX3353  ___________________________________________________________________
 GX3353  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 GX3353  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX3353
 GX3353  HORZ ORDER  -  SECOND
 GX3353
 GX3353.The horizontal coordinates were established by classical geodetic methods
 GX3353.and adjusted by the National Geodetic Survey in April 1998..
 GX3353
 GX3353.The orthometric height was scaled from a topographic map.
 GX3353
 GX3353.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3353
 GX3353.The geoid height was determined by GEOID03.
 GX3353
 GX3353;                    North         East     Units Scale Factor Converg.
 GX3353;SPC WV S     -   101,925.547   619,274.657   MT  0.99993642   +0 08 07.9
 GX3353;UTM  17      - 4,196,755.407   519,268.202   MT  0.99960457   +0 08 05.0
 GX3353
 GX3353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3353!SPC WV S     -   0.99983513  x   0.99993642  =   0.99977156
 GX3353!UTM  17      -   0.99983513  x   0.99960457  =   0.99943977
 GX3353
 GX3353                          SUPERSEDED SURVEY CONTROL
 GX3353
 GX3353  NAD 83(1986)-  37 55 05.32178(N)    080 46 50.82220(W) AD(       ) 2
 GX3353  NAD 27      -  37 55 04.89800(N)    080 46 51.50400(W) AD(       ) 2
 GX3353
 GX3353.Superseded values are not recommended for survey control.
 GX3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3353.See file dsdata.txt to determine how the superseded data were derived.
 GX3353
 GX3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB1926896755(NAD 83)
 GX3353_MARKER: DB = BENCH MARK DISK
 GX3353_SETTING: 80 = SET IN A BOULDER
 GX3353_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GX3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3353+STABILITY: SURFACE MOTION
 GX3353
 GX3353  HISTORY     - Date     Condition        Report By
 GX3353  HISTORY     - 1952     MONUMENTED       USGS
 GX3353
 GX3353                          STATION DESCRIPTION
 GX3353
 GX3353'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GX3353'STATION IS A STANDARD
 GX3353'U.S. GEOLOGICAL SURVEY BENCH MARK IN CONJUNCTION WITH THE STATE
 GX3353'OF WEST VIRGINIA.  IT IS SET FLUSH IN A DRILL HOLE IN A BOULDER AND
 GX3353'IS UNSTAMPED.
 GX3353'
 GX3353'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 GX3353'ROUTE 20 IN RAINELLE, GO SOUTH ON STATE ROUTE 20 FOR 2.1 MILES TO
 GX3353'A DIRT ROAD LEFT, TURN LEFT (EAST) AND GO 0.1 MILE TO A RAILROAD
 GX3353'CROSSING AND SIGN SIMMS, CONTINUE AHEAD ON DIRT ROAD 2.1 MILES
 GX3353'TO A REVERSE Y TO THE RIGHT.  TURN RIGHT (SOUTH) AND GO 1.0 MILE TO
 GX3353'MR. SIMMS HOUSE ON THE LEFT AND END OF TRUCK TRAVEL.  FROM HERE PACK
 GX3353'NORTH THROUGH TIMBER FOR ABOUT 0.3 MILE TO SUMMIT OF HILL AND
 GX3353'STATION.  THIS IS ABOUT A 20 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0769 ***********************************************************************
 KY0769  DESIGNATION -  BOLT 25
 KY0769  PID         -  KY0769
 KY0769  STATE/COUNTY-  WV/OHIO
 KY0769  USGS QUAD   -  WHEELING (1994)
 KY0769
 KY0769                         *CURRENT SURVEY CONTROL
 KY0769  ___________________________________________________________________
 KY0769* NAD 83(1986)-  40 04 13.     (N)    080 43 30.     (W)     SCALED    
 KY0769* NAVD 88     -       199.393  (meters)     654.18   (feet)  ADJUSTED  
 KY0769  ___________________________________________________________________
 KY0769  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0769  DYNAMIC HT  -         199.282 (meters)     653.81  (feet)  COMP
 KY0769  MODELED GRAV-     980,067.6   (mgal)                       NAVD 88
 KY0769
 KY0769  VERT ORDER  -  FIRST     CLASS II
 KY0769
 KY0769.The horizontal coordinates were scaled from a topographic map and have
 KY0769.an estimated accuracy of +/- 6 seconds.
 KY0769
 KY0769.The orthometric height was determined by differential leveling
 KY0769.and adjusted by the National Geodetic Survey in June 1991..
 KY0769
 KY0769.The geoid height was determined by GEOID03.
 KY0769
 KY0769.The dynamic height is computed by dividing the NAVD 88
 KY0769.geopotential number by the normal gravity value computed on the
 KY0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0769.degrees latitude (g = 980.6199 gals.).
 KY0769
 KY0769.The modeled gravity was interpolated from observed gravity values.
 KY0769
 KY0769;                    North         East    Units  Estimated Accuracy
 KY0769;SPC WV N     -   175,040.      495,510.      MT  (+/- 180 meters Scaled)
 KY0769
 KY0769                          SUPERSEDED SURVEY CONTROL
 KY0769
 KY0769  NGVD 29 (??/??/92)  199.554  (m)          654.70   (f) ADJ UNCH    1 2
 KY0769
 KY0769.Superseded values are not recommended for survey control.
 KY0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0769.See file dsdata.txt to determine how the superseded data were derived.
 KY0769
 KY0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE234355(NAD 83)
 KY0769_MARKER: B = BOLT
 KY0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0769_SP_SET: BASE
 KY0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0769
 KY0769  HISTORY     - Date     Condition        Report By
 KY0769  HISTORY     - UNK      MONUMENTED       PRR
 KY0769  HISTORY     - 1936     GOOD             NGS
 KY0769  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0769
 KY0769                          STATION DESCRIPTION
 KY0769
 KY0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0769'AT WHEELING.
 KY0769'AT WHEELING, OHIO COUNTY, ON THE PENNSYLVANIA RAILROAD, 0.3 MILE
 KY0769'NORTH OF THE FREIGHT STATION, AND IN THE TOP OF THE NORTHWEST
 KY0769'CORNER OF AN OLD CONCRETE SIGNAL BASE BETWEEN A SUSPENSION AND A
 KY0769'STEEL SPAN HIGHWAY BRIDGE.  A COPPER BOLT.
 KY0769
 KY0769                          STATION RECOVERY (1983)
 KY0769
 KY0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0769'NOT RECOVERED, NO CONCRETE SIGNAL BASE WAS FOUND, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0773 ***********************************************************************
 KY0773  DESIGNATION -  BOLT 29
 KY0773  PID         -  KY0773
 KY0773  STATE/COUNTY-  WV/OHIO
 KY0773  USGS QUAD   -  WHEELING (1994)
 KY0773
 KY0773                         *CURRENT SURVEY CONTROL
 KY0773  ___________________________________________________________________
 KY0773* NAD 83(1986)-  40 05 53.     (N)    080 42 24.     (W)     SCALED    
 KY0773* NAVD 88     -       202.241  (meters)     663.52   (feet)  ADJUSTED  
 KY0773  ___________________________________________________________________
 KY0773  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0773  DYNAMIC HT  -         202.130 (meters)     663.15  (feet)  COMP
 KY0773  MODELED GRAV-     980,074.2   (mgal)                       NAVD 88
 KY0773
 KY0773  VERT ORDER  -  FIRST     CLASS II
 KY0773
 KY0773.The horizontal coordinates were scaled from a topographic map and have
 KY0773.an estimated accuracy of +/- 6 seconds.
 KY0773
 KY0773.The orthometric height was determined by differential leveling
 KY0773.and adjusted by the National Geodetic Survey in June 1991..
 KY0773
 KY0773.The geoid height was determined by GEOID03.
 KY0773
 KY0773.The dynamic height is computed by dividing the NAVD 88
 KY0773.geopotential number by the normal gravity value computed on the
 KY0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0773.degrees latitude (g = 980.6199 gals.).
 KY0773
 KY0773.The modeled gravity was interpolated from observed gravity values.
 KY0773
 KY0773;                    North         East    Units  Estimated Accuracy
 KY0773;SPC WV N     -   178,110.      497,110.      MT  (+/- 180 meters Scaled)
 KY0773
 KY0773                          SUPERSEDED SURVEY CONTROL
 KY0773
 KY0773  NGVD 29 (??/??/92)  202.396  (m)          664.03   (f) ADJ UNCH    1 2
 KY0773
 KY0773.Superseded values are not recommended for survey control.
 KY0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0773.See file dsdata.txt to determine how the superseded data were derived.
 KY0773
 KY0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE250386(NAD 83)
 KY0773_MARKER: B = BOLT
 KY0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0773_SP_SET: BASE
 KY0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0773
 KY0773  HISTORY     - Date     Condition        Report By
 KY0773  HISTORY     - UNK      MONUMENTED       PRR
 KY0773  HISTORY     - 1936     GOOD             NGS
 KY0773  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0773
 KY0773                          STATION DESCRIPTION
 KY0773
 KY0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0773'AT WHEELING.
 KY0773'AT WHEELING, OHIO COUNTY, ON THE PENNSYLVANIA RAILROAD, 2.7 MILES
 KY0773'NORTHEAST OF THE FREIGHT STATION, 200 FEET NORTHEAST OF MILEPOST
 KY0773'21+20, 5 FEET EAST OF THE CENTERLINE OF THE TRACK, AND IN THE
 KY0773'NORTHEAST CORNER OF AN OLD SIGNAL BASE.  A COPPER BASE.  A COPPER
 KY0773'BOLT.
 KY0773
 KY0773                          STATION RECOVERY (1983)
 KY0773
 KY0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0773'NOT RECOVERED, THE OLD SIGNAL BASE COULD NOT BE LOCATED, CONSIDER
 KY0773'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1902 ***********************************************************************
 JX1902  DESIGNATION -  BONICA
 JX1902  PID         -  JX1902
 JX1902  STATE/COUNTY-  WV/BARBOUR
 JX1902  USGS QUAD   -  PHILIPPI (1977)
 JX1902
 JX1902                         *CURRENT SURVEY CONTROL
 JX1902  ___________________________________________________________________
 JX1902* NAD 83(1995)-  39 07 58.23179(N)    080 00 18.91898(W)     ADJUSTED  
 JX1902* NAVD 88     -       615.4    (meters)    2019.     (feet)  VERTCON   
 JX1902  ___________________________________________________________________
 JX1902  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 JX1902  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JX1902
 JX1902  HORZ ORDER  -  THIRD
 JX1902
 JX1902.The horizontal coordinates were established by classical geodetic methods
 JX1902.and adjusted by the National Geodetic Survey in April 1998..
 JX1902
 JX1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1902
 JX1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1902
 JX1902.The geoid height was determined by GEOID03.
 JX1902
 JX1902;                    North         East     Units Scale Factor Converg.
 JX1902;SPC WV N     -    70,379.055   556,314.725   MT  0.99997754   -0 19 20.1
 JX1902;UTM  17      - 4,331,989.447   585,976.280   MT  0.99969102   +0 37 40.2
 JX1902
 JX1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1902!SPC WV N     -   0.99990843  x   0.99997754  =   0.99988597
 JX1902!UTM  17      -   0.99990843  x   0.99969102  =   0.99959948
 JX1902
 JX1902|---------------------------------------------------------------------|
 JX1902| PID    Reference Object                     Distance      Geod. Az  |
 JX1902|                                                           dddmmss.s |
 JX1902| CX3277 BONICA RM 1                           6.419 METERS 07858     |
 JX1902| CX3276 BONICA AZ MK                                       1635810.0 |
 JX1902| JX1903 TT 41 RJH USGS 1956                   3.025 METERS 21522     |
 JX1902|---------------------------------------------------------------------|
 JX1902
 JX1902                          SUPERSEDED SURVEY CONTROL
 JX1902
 JX1902  NAD 83(1986)-  39 07 58.23704(N)    080 00 18.93232(W) AD(       ) 3
 JX1902  NAD 27      -  39 07 57.87780(N)    080 00 19.64280(W) AD(       ) 3
 JX1902  NGVD 29 (07/19/86)  615.6    (m)         2020.     (f) VERT ANG       
 JX1902
 JX1902.Superseded values are not recommended for survey control.
 JX1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1902.See file dsdata.txt to determine how the superseded data were derived.
 JX1902
 JX1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8597631989(NAD 83)
 JX1902_MARKER: DS = TRIANGULATION STATION DISK
 JX1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1902
 JX1902  HISTORY     - Date     Condition        Report By
 JX1902  HISTORY     - 1956     MONUMENTED       CGS
 JX1902
 JX1902                          STATION DESCRIPTION
 JX1902
 JX1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JX1902'THE STATION IS LOCATED, AIRLINE, ABOUT 8-1/2 MILES NORTHWEST OF
 JX1902'BELINGTON, 2 1/4 MILES
 JX1902'SOUTHEAST OF PHILIPPI, 1/4 MILE NORTHEAST OF THE JUNCTION OF U.S.
 JX1902'HIGHWAY 250 AND A PAVED ROAD
 JX1902'LEADING TO NESTORVILLE ON THE SOUTH EDGE OF A HILL AND AT
 JX1902'THE SOUTH EDGE OF A FIELD.  THE HILL IS
 JX1902'FRINGED WITH TIMBER AND THE FIELD IS NOT APPARENT FROM A DISTANCE.
 JX1902'
 JX1902'THE STATION MARK IS A STANDARD DISK STAMPED BONICA 1956 SET IN THE
 JX1902'TOP OF A 10 INCH SQUARE
 JX1902'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS
 JX1902'5.5 FEET NORTHWEST OF A
 JX1902'NORTHEAST-SOUTHWEST FENCE LINE.
 JX1902'
 JX1902'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BONICA NO 1 1956
 JX1902'SET IN THE TOP OF A 10
 JX1902'INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 JX1902'THE MARK IS IN THE
 JX1902'NORTHEAST-SOUTHWEST FENCE LINE AND IT IS AT THE STATION ELEVATION.
 JX1902'
 JX1902'REFERENCE MARK NUMBER TWO IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 JX1902'STAMPED TT 41 RJH 1956 SET
 JX1902'IN THE TOP OF A 8 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 JX1902'ABOVE THE GROUND.  THE MARK IS
 JX1902'IN THE NORTHEAST-SOUTHWEST FENCE LINE AND IT IS AT THE
 JX1902'STATION ELEVATION.
 JX1902'
 JX1902'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BONICA 1956 SET IN A
 JX1902'DRILL HOLE IN A ROCK
 JX1902'WALL OF AN OLD SPRING.  THE WALL PROJECTS 2-1/2 FEET ABOVE THE
 JX1902'GROUND.  THE MARK IS 42 FEET
 JX1902'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 250, 20.5 FEET SOUTH OF
 JX1902'AN EAST-WEST FENCE LINE AND 10 FEET
 JX1902'NORTH OF A TRIANGULAR BLAZED TREE.
 JX1902'
 JX1902'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PHILIPPI GO
 JX1902'SOUTHERLY ON U.S.  HIGHWAY
 JX1902'250 FOR 1.5 MILES TO A NARROW ROAD FORK ON THE LEFT 0.1 MILE SOUTH OF
 JX1902'A SMALL GROCERY STORE ON THE
 JX1902'RIGHT. (TO REACH THE AZIMUTH MARK CONTINUE SOUTHERLY ON
 JX1902'U.S. HIGHWAY 250 FOR 1.6 MILES TO THE AZIMUTH
 JX1902'MARK ON THE RIGHT 0.05 MILE WEST OF
 JX1902'THE SUMMIT OF A SMALL GRADE.) TURN LEFT, EASTERLY, ON THE
 JX1902'NARROW ROAD FOR 0.55 MILE TO THE
 JX1902'CREST OF A SADDLE AND A TRACK SIDE ROAD ON THE RIGHT.  TURN RIGHT,
 JX1902'SOUTH, ON THE TRACK ROAD
 JX1902'THROUGH A SMALL PATCH OF TREES AND ACROSS AN OPEN FIELD FOR 0.5
 JX1902'MILE TO THE SOUTH EDGE OF THE FIELD
 JX1902'AND THE STATION AS DESCRIBED.
 JX1902'
 JX1902'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1960 ***********************************************************************
 JX1960  DESIGNATION -  BOOHER
 JX1960  PID         -  JX1960
 JX1960  STATE/COUNTY-  WV/TYLER
 JX1960  USGS QUAD   -  SHIRLEY (1989)
 JX1960
 JX1960                         *CURRENT SURVEY CONTROL
 JX1960  ___________________________________________________________________
 JX1960* NAD 83(1995)-  39 27 13.35691(N)    080 47 01.26712(W)     ADJUSTED  
 JX1960* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 JX1960  ___________________________________________________________________
 JX1960  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 JX1960  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JX1960
 JX1960  HORZ ORDER  -  THIRD
 JX1960
 JX1960.The horizontal coordinates were established by classical geodetic methods
 JX1960.and adjusted by the National Geodetic Survey in April 1998..
 JX1960
 JX1960.The orthometric height was scaled from a topographic map.
 JX1960
 JX1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1960
 JX1960.The geoid height was determined by GEOID03.
 JX1960
 JX1960;                    North         East     Units Scale Factor Converg.
 JX1960;SPC WV N     -   106,667.185   489,522.443   MT  0.99994524   -0 49 07.3
 JX1960;UTM  17      - 4,367,149.588   518,610.863   MT  0.99960426   +0 08 14.9
 JX1960
 JX1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1960!SPC WV N     -   0.99994016  x   0.99994524  =   0.99988540
 JX1960!UTM  17      -   0.99994016  x   0.99960426  =   0.99954444
 JX1960
 JX1960|---------------------------------------------------------------------|
 JX1960| PID    Reference Object                     Distance      Geod. Az  |
 JX1960|                                                           dddmmss.s |
 JX1960| CX3278 BOOHER RM 1                          23.382 METERS 03759     |
 JX1960| JX1963 BEARD                               APPROX.15.5 KM 2201204.5 |
 JX1960| CX3279 BOOHER RM 2                          24.750 METERS 28144     |
 JX1960|---------------------------------------------------------------------|
 JX1960
 JX1960                          SUPERSEDED SURVEY CONTROL
 JX1960
 JX1960  NAD 83(1986)-  39 27 13.36214(N)    080 47 01.27483(W) AD(       ) 3
 JX1960  NAD 27      -  39 27 13.07440(N)    080 47 01.88990(W) AD(       ) 3
 JX1960
 JX1960.Superseded values are not recommended for survey control.
 JX1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1960.See file dsdata.txt to determine how the superseded data were derived.
 JX1960
 JX1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1861167150(NAD 83)
 JX1960_MARKER: DS = TRIANGULATION STATION DISK
 JX1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1960_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1960
 JX1960  HISTORY     - Date     Condition        Report By
 JX1960  HISTORY     - 1963     MONUMENTED       CGS
 JX1960
 JX1960                          STATION DESCRIPTION
 JX1960
 JX1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1960'NO MEASUREMENT BETWEEN RMS, TREES ON LINE.
 JX1960'
 JX1960'THE STATION IS LOCATED ON A RIDGE ABOUT 11 MILES NORTH OF WEST UNION,
 JX1960'7 MILES SOUTHEAST OF MIDDLEBOURNE, 2
 JX1960'MILES EAST NORTHEAST OF SMALL SETTLEMENT OF BLUE AND 1 MILE
 JX1960'NORTH OF SMALL SETTLEMENT OF BOOHER.
 JX1960'IT IS 5 FEET WEST OF A WITNESS POST AND 15 FEET
 JX1960'SOUTH OF A 20 INCH OAK TREE.  IT IS ON THE WITE ESTATE.
 JX1960'THE MONUMENT PROJECTS 4 INCHES AND
 JX1960'THE DISK IS STAMPED BOOHER 1963.
 JX1960'
 JX1960'TO REACH THE STATION FROM THE COURT HOUSE IN MIDDLEBOURNE, GO
 JX1960'SOUTHEAST ON STATE HIGHWAY 18
 JX1960'FOR 0.15 MILE TO A FORK.  TAKE LEFT FORK AND CONTINUE SOUTHEAST ON
 JX1960'HIGHWAY 18 FOR 6.5 MILES TO A GROCERY
 JX1960'STORE AND SERVICE STATION ON THE LEFT IN SMALL SETTLEMENT OF
 JX1960'BLUE.  TURN LEFT ON INDIAN CREEK ROAD AND GO
 JX1960'SOUTHEAST FOR 1.0 MILE TO A SIDE ROAD LEFT.
 JX1960'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.95 MILE TO A
 JX1960'WOODEN BRIDGE AND DRIVEWAY ON THE
 JX1960'RIGHT.  TURN RIGHT AND GO SOUTH 0.05 MILE TO HOUSE ON THE RIGHT AND
 JX1960'BARNS ON THE LEFT.  CONTINUE ON TRACK
 JX1960'ROAD BETWEEN HOUSE AND BARNS SOUTHEASTERLY TO A HOUSE ON THE LEFT
 JX1960'JUST AFTER PASSING THROUGH A GATE.
 JX1960'CONTINUE ALONG THE WEST SIDE OF THE HOUSE FOR 0.05 MILE TO
 JX1960'A BOARD GATE.  TURN SHARP LEFT JUST AFTER PASSING
 JX1960'THROUGH GATE AND GO UP STEEP GRADE FOR
 JX1960'0.1 MILE TO A WIRE GATE.  CONTINUE AHEAD UP HILL ON OLD TRACK ROAD
 JX1960'FOR 0.15 MILE TO A DIM FORK.  KEEP TO
 JX1960'THE LEFT ON OLD ROAD FOR 0.4 MILE TO A METAL BUILDING ON THE LEFT.
 JX1960'CONTINUE UP HILL FOR 0.15 MILE TO THE
 JX1960'STATION IN HEAVY WOODED AREA.
 JX1960'
 JX1960'REFERENCE MARK 1 IS 5 FEET SOUTH OF 24 INCH OAK TREE AND 72 FEET
 JX1960'NORTHEAST OF A WITNESS POST.
 JX1960'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BOOHER NO 1
 JX1960'1963.
 JX1960'
 JX1960'REFERENCE MARK 2 IS 86 FEET WEST OF THE WITNESS POST AND 5 FEET EAST
 JX1960'OF A 14 INCH OAK TREE.  THE
 JX1960'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BOOHER NO 2 1963.
 JX1960'
 JX1960'NO PLACE AVAILABLE FOR AN AZIMUTH BECAUSE OF HEAVILY WOODED AREA.
 JX1960'
 JX1960'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3434 ***********************************************************************
 HW3434  DESIGNATION -  BORROR
 HW3434  PID         -  HW3434
 HW3434  STATE/COUNTY-  WV/GRANT
 HW3434  USGS QUAD   -  MOZER (1995)
 HW3434
 HW3434                         *CURRENT SURVEY CONTROL
 HW3434  ___________________________________________________________________
 HW3434* NAD 83(1995)-  38 52 27.48875(N)    079 10 37.37944(W)     ADJUSTED  
 HW3434* NAVD 88     -       803.6    (meters)    2636.     (feet)  VERTCON   
 HW3434  ___________________________________________________________________
 HW3434  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 HW3434  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HW3434
 HW3434  HORZ ORDER  -  SECOND
 HW3434
 HW3434.The horizontal coordinates were established by classical geodetic methods
 HW3434.and adjusted by the National Geodetic Survey in April 1998..
 HW3434
 HW3434.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3434
 HW3434.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3434
 HW3434.The geoid height was determined by GEOID03.
 HW3434
 HW3434;                    North         East     Units Scale Factor Converg.
 HW3434;SPC WV N     -    41,604.649   628,026.114   MT  1.00002614   +0 12 21.5
 HW3434;SPC WV S     -   209,590.153   758,184.138   MT  0.99999809   +1 07 37.0
 HW3434;UTM  17      - 4,304,407.114   658,137.086   MT  0.99990794   +1 08 39.6
 HW3434
 HW3434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3434!SPC WV N     -   0.99987890  x   1.00002614  =   0.99990503
 HW3434!SPC WV S     -   0.99987890  x   0.99999809  =   0.99987699
 HW3434!UTM  17      -   0.99987890  x   0.99990794  =   0.99978685
 HW3434
 HW3434:                Primary Azimuth Mark                     Grid Az
 HW3434:SPC WV N     -  PETERSBURG STACK                         022 18 04.7
 HW3434:SPC WV S     -  PETERSBURG STACK                         021 22 49.2
 HW3434:UTM  17      -  PETERSBURG STACK                         021 21 46.6
 HW3434
 HW3434|---------------------------------------------------------------------|
 HW3434| PID    Reference Object                     Distance      Geod. Az  |
 HW3434|                                                           dddmmss.s |
 HW3434| HW3428 PETERSBURG STACK                    APPROX.14.4 KM 0223026.2 |
 HW3434| DC3864 BORROR RM 1                           6.294 METERS 04045     |
 HW3434| HW3472 NORTH MOUNTAIN LOOKOUT TOWER        APPROX.13.5 KM 2553444.6 |
 HW3434| DC3865 BORROR RM 2                           3.178 METERS 33358     |
 HW3434|---------------------------------------------------------------------|
 HW3434
 HW3434                          SUPERSEDED SURVEY CONTROL
 HW3434
 HW3434  NAD 83(1995)-  38 52 27.49324(N)    079 10 37.38550(W) AD(       ) 2
 HW3434  NAD 83(1986)-  38 52 27.49467(N)    079 10 37.38715(W) AD(       ) 2
 HW3434  NAD 27      -  38 52 27.09310(N)    079 10 38.25220(W) AD(       ) 2
 HW3434  NGVD 29 (07/19/86)  803.7    (m)         2637.     (f) VERT ANG       
 HW3434
 HW3434.Superseded values are not recommended for survey control.
 HW3434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3434.See file dsdata.txt to determine how the superseded data were derived.
 HW3434
 HW3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD5813704407(NAD 83)
 HW3434_MARKER: DS = TRIANGULATION STATION DISK
 HW3434_SETTING: 66 = SET IN ROCK OUTCROP
 HW3434
 HW3434  HISTORY     - Date     Condition        Report By
 HW3434  HISTORY     - 1956     MONUMENTED       CGS
 HW3434
 HW3434                          STATION DESCRIPTION
 HW3434
 HW3434'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3434'THE STATION IS LOCATED AIRLINE, ABOUT 9 MILES SOUTH-SOUTHWEST OF
 HW3434'PETERSBURG AND ABOUT 2 MILES
 HW3434'SOUTHEAST OF THE POST OFFICE IN LANDES, ON THE HIGHEST POINT OF A
 HW3434'TREE COVERED MOUNTAIN TOP, LOCALLY
 HW3434'KNOWN AS MIDDLE MOUNTAIN.
 HW3434'
 HW3434'THE STATION IS A STANDARD DISK STAMPED BORROR 1956 SET IN A DRILL
 HW3434'HOLE IN AN OUTCROPPING OF BEDROCK
 HW3434'WHICH PROJECTS ABOUT 10 INCHES ABOVE THE GROUND.
 HW3434'
 HW3434'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BORROR NO 1 1956
 HW3434'SET IN A DRILL HOLE IN AN
 HW3434'OUTCROPPING OF BEDROCK WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 HW3434'AND IS ABOUT 6 INCHES LOWER THAN THE
 HW3434'STATION.
 HW3434'
 HW3434'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BORROR NO 2 1956
 HW3434'SET IN A DRILL HOLE IN AN
 HW3434'OUTCROPPING OF BEDROCK WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 HW3434'AND IS ABOUT 1 FOOT LOWER THAN THE
 HW3434'STATION.
 HW3434'
 HW3434'TO REACH THE STATION FROM THE POST OFFICE IN LANDES WHICH IS ABOUT
 HW3434'8.5 MILES SOUTH-SOUTHWEST OF PETERSBURG
 HW3434'ON US HIGHWAY 220, GO EASTERLY ON A GRAVELED ROAD WHICH IS JUST
 HW3434'SOUTH OF THE POST OFFICE, FOR
 HW3434'0.1 MILE, PASS THROUGH A BOARD GATE AND CONTINUE EASTERLY
 HW3434'FOR 1.35 MILES, TAKE THE RIGHT FORK AND GO
 HW3434'SOUTHEAST FOR 0.05 MILE, TAKE THE LEFT FORK
 HW3434'AND CONTINUE SOUTHEASTERLY FOR 0.25 MILE, TAKE THE LEFT FORK,
 HW3434'PASS THROUGH A GATE AND GO
 HW3434'EASTERLY FOR 0.2 MILE TO THE HOME OF MR. JESSE BORROR ON THE RIGHT,
 HW3434'SOUTH SIDE WHICH IS ABOUT 200 FEET
 HW3434'FROM THE ROAD.  CONTINUE EAST ON THE STEEP ROAD FOR 0.1 MILE TO THE
 HW3434'END OF TRUCK TRAVEL, JUST AFTER
 HW3434'PASSING THROUGH A BOARD GATE.  PACK SOUTH UP THE RIDGE
 HW3434'FOR ABOUT 1/2 MILE TO THE TOP OF THE HIGHEST POINT
 HW3434'AND THE STATION.  THIS IS ABOUT A 30
 HW3434'MINUTE PACK.  A FOUR-WHEEL DRIVE VEHICLE CAN BE DRIVEN WITHIN ABOUT
 HW3434'100 FEET OF THE TOP IN DRY WEATHER
 HW3434'BY GOING ON EAST AND SOUTH ON THE ROAD FOR ABOUT 0.4 MILE, PASS
 HW3434'THROUGH THE RIGHT ONE OF TWO GATES
 HW3434'AND GO UPHILL THROUGH THE FIELDS SOUTH AND THEN WEST UP THE
 HW3434'RIDGE FOR ABOUT 0.35 MILE TO THE LEVELED OFF
 HW3434'SPOT ABOUT 100 FEET BEFORE REACHING THE TOP.
 HW3434'
 HW3434'BE SURE TO CONTACT MR. JESSE BORROR BEFORE USING THE FOUR-WHEEL DRIVE
 HW3434'ROUTE AS HE MAY HAVE CROPS PLANTED.
 HW3434'
 HW3434'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3088 ***********************************************************************
 HX3088  DESIGNATION -  BOULEVARD
 HX3088  PID         -  HX3088
 HX3088  STATE/COUNTY-  WV/KANAWHA
 HX3088  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3088
 HX3088                         *CURRENT SURVEY CONTROL
 HX3088  ___________________________________________________________________
 HX3088* NAD 83(1995)-  38 21 59.36775(N)    081 39 59.93648(W)     ADJUSTED  
 HX3088* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 HX3088  ___________________________________________________________________
 HX3088  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 HX3088  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HX3088
 HX3088  HORZ ORDER  -  SECOND
 HX3088
 HX3088.The horizontal coordinates were established by classical geodetic methods
 HX3088.and adjusted by the National Geodetic Survey in April 1998..
 HX3088
 HX3088.The orthometric height was scaled from a topographic map.
 HX3088
 HX3088.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3088
 HX3088.The geoid height was determined by GEOID03.
 HX3088
 HX3088;                    North         East     Units Scale Factor Converg.
 HX3088;SPC WV S     -   151,875.094   541,743.715   MT  0.99993071   -0 24 43.6
 HX3088;UTM  17      - 4,246,689.532   441,762.175   MT  0.99964177   -0 24 49.7
 HX3088
 HX3088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3088!SPC WV S     -   0.99997730  x   0.99993071  =   0.99990801
 HX3088!UTM  17      -   0.99997730  x   0.99964177  =   0.99961907
 HX3088
 HX3088|---------------------------------------------------------------------|
 HX3088| PID    Reference Object                     Distance      Geod. Az  |
 HX3088|                                                           dddmmss.s |
 HX3088| DC3869 BOULEVARD RM 2                       26.680 METERS 00244     |
 HX3088| DC3868 BOULEVARD RM 1                       25.881 METERS 26600     |
 HX3088| DC3867 BOULEVARD AZ MK                                    3572403.9 |
 HX3088|---------------------------------------------------------------------|
 HX3088
 HX3088                          SUPERSEDED SURVEY CONTROL
 HX3088
 HX3088  NAD 83(1995)-  38 21 59.37461(N)    081 39 59.94171(W) AD(       ) 2
 HX3088  NAD 83(1986)-  38 21 59.37574(N)    081 39 59.94275(W) AD(       ) 2
 HX3088  NAD 27      -  38 21 59.03100(N)    081 40 00.49400(W) AD(       ) 2
 HX3088
 HX3088.Superseded values are not recommended for survey control.
 HX3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3088.See file dsdata.txt to determine how the superseded data were derived.
 HX3088
 HX3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4176246690(NAD 83)
 HX3088_MARKER: DS = TRIANGULATION STATION DISK
 HX3088_SETTING: 0 = UNSPECIFIED SETTING
 HX3088
 HX3088  HISTORY     - Date     Condition        Report By
 HX3088  HISTORY     - 1944     MONUMENTED       CGS
 HX3088  HISTORY     - 1956     GOOD             USGS
 HX3088
 HX3088                          STATION DESCRIPTION
 HX3088
 HX3088'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3088'STATION IS LOCATED IN THE CITY OF CHARLESTON, AT THE W END OF KANAWHA
 HX3088'BOULEVARD, BETWEEN THE
 HX3088'BOULEVARD AND KANAWHA RIVER, ABOUT 200 YARDS E OF THE
 HX3088'PATRICK STREET BRIDGE, ABOUT
 HX3088'150 FEET W OF A CAFE AND BOWLING ALLEY,
 HX3088'200 FEET S OF THE RISH EQUIPMENT COMPANY, AND
 HX3088'33.96 FEET NNW OF A
 HX3088'CONCRETE BOULEVARD POST.  THE MARK IS STAMPED BOULEVARD 1944 AND
 HX3088'PROJECTS
 HX3088'ABOUT 4 INCHES.
 HX3088'
 HX3088'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN THE TOPS
 HX3088'OF CONCRETE POSTS.
 HX3088'
 HX3088'REFERENCE MARK 1 IS SET FLUSH IN THE SW CURB OF THE ONE-WAY
 HX3088'STREET.  IT IS
 HX3088'STAMPED BOULEVARD NO 1 1944.
 HX3088'
 HX3088'REFERENCE MARK 2 IS SET FLUSH IN THE W CURB OF THE BOULEVARD.
 HX3088'IT IS STAMPED
 HX3088'BOULEVARD NO 2 1944.
 HX3088'
 HX3088'AZIMUTH MARK IS 16.5 FEET WSW OF THE CENTER LINE OF U.S. HIGHWAY
 HX3088'60, 28.2 FEET NNE
 HX3088'OF THE HUNTINGTON-HURRICANE SIGNPOST, 11.4
 HX3088'FEET E OF A WIRE FENCE, AND ABOUT 50
 HX3088'FEET NW OF THE RUSSELL GROCERY.
 HX3088'IT IS SET FLUSH IN THE W CURB OF U.S. HIGHWAY 60 AND IS
 HX3088'STAMPED
 HX3088'BOULEVARD 1944.
 HX3088'
 HX3088'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HX3088
 HX3088                          STATION RECOVERY (1956)
 HX3088
 HX3088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HX3088'STATION EVIDENTLY COVERED BY NEW CONSTRUCTION.
 HX3088'REFERENCE MARKS 1
 HX3088'AND 2 WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3176 ***********************************************************************
 KY3176  DESIGNATION -  BOUNDARY MON 26 PA WV
 KY3176  PID         -  KY3176
 KY3176  STATE/COUNTY-  WV/OHIO
 KY3176  USGS QUAD   -  VALLEY GROVE (1981)
 KY3176
 KY3176                         *CURRENT SURVEY CONTROL
 KY3176  ___________________________________________________________________
 KY3176* NAD 83(1995)-  40 05 47.20763(N)    080 31 08.83905(W)     ADJUSTED  
 KY3176* NAVD 88     -       414.     (meters)    1358.     (feet)  SCALED    
 KY3176  ___________________________________________________________________
 KY3176  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 KY3176  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY3176
 KY3176  HORZ ORDER  -  SECOND
 KY3176
 KY3176.The horizontal coordinates were established by classical geodetic methods
 KY3176.and adjusted by the National Geodetic Survey in April 1998..
 KY3176
 KY3176.The orthometric height was scaled from a topographic map.
 KY3176
 KY3176.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3176
 KY3176.The geoid height was determined by GEOID03.
 KY3176
 KY3176;                    North         East     Units Scale Factor Converg.
 KY3176;SPC WV N     -   177,730.372   513,099.896   MT  0.99997440   -0 38 59.9
 KY3176;SPC PA S     -    88,433.695   363,910.785   MT  0.99997850   -1 47 47.7
 KY3176;SPC PA S     -   290,136.21  1,193,930.63   sFT  0.99997850   -1 47 47.7
 KY3176;UTM  17      - 4,438,572.724   540,989.880   MT  0.99962068   +0 18 35.0
 KY3176
 KY3176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3176!SPC WV N     -   0.99994038  x   0.99997440  =   0.99991478
 KY3176!SPC PA S     -   0.99994038  x   0.99997850  =   0.99991888
 KY3176!UTM  17      -   0.99994038  x   0.99962068  =   0.99956108
 KY3176
 KY3176                          SUPERSEDED SURVEY CONTROL
 KY3176
 KY3176  NAD 83(1986)-  40 05 47.21347(N)    080 31 08.84615(W) AD(       ) 2
 KY3176  NAD 27      -  40 05 46.95790(N)    080 31 09.59770(W) AD(       ) 2
 KY3176
 KY3176.Superseded values are not recommended for survey control.
 KY3176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3176.See file dsdata.txt to determine how the superseded data were derived.
 KY3176
 KY3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE4099038573(NAD 83)
 KY3176_MARKER: Z = SEE DESCRIPTION
 KY3176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3176_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3176+STABILITY: SURFACE MOTION
 KY3176
 KY3176  HISTORY     - Date     Condition        Report By
 KY3176  HISTORY     - 1960     MONUMENTED       CGS
 KY3176  HISTORY     - 20040522 MARK NOT FOUND   USPSQD
 KY3176
 KY3176                          STATION DESCRIPTION
 KY3176
 KY3176'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY3176'TO REACH THE STATION FROM THE POST OFFICE IN WEST ALEXANDER, GO
 KY3176'WEST ON MAIN STREET FOR 0.05 MILE TO A Y-INTERSECTION.  KEEP LEFT
 KY3176'ALONG THE TOP OF THE RIDGE FOR 0.55 MILE TO A SIDE ROAD LEFT.
 KY3176'TURN LEFT AND GO SOUTH-SOUTHWEST ON A GRAVELED ROAD FOR 0.15 MILE TO A
 KY3176'FIELD ENTRANCE ON THE LEFT AND A PENNSYLVANIA AND WEST VIRGINIA
 KY3176'BOUNDARY MONUMENT ON THE RIGHT.
 KY3176'
 KY3176'THE PENNSYLVANIA AND WEST VIRGINIA BOUNDARY MONUMENT, A 12 BY 12
 KY3176'INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 18 INCHES ABOVE THE
 KY3176'SURFACE OF THE GROUND WITH ENGRAVING ON THE SIDES PA, WVA, 26
 KY3176'1883.  IT IS 36.6 FEET SOUTHEAST OF THE 18-INCH LOCUST TREE, 1
 KY3176'FOOT EAST OF THE NORTH-SOUTH FENCE LINE, 15 FEET SOUTH OF
 KY3176'THE FIELD ENTRANCE AND 22 FEET WEST-SOUTHWEST OF THE GRAVELED ROAD.
 KY3176
 KY3176                          STATION RECOVERY (2004)
 KY3176
 KY3176'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 KY3176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3162 ***********************************************************************
 KY3162  DESIGNATION -  BOUNDARY MON 37 8/10 M PA WV
 KY3162  PID         -  KY3162
 KY3162  STATE/COUNTY-  WV/BROOKE
 KY3162  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY3162
 KY3162                         *CURRENT SURVEY CONTROL
 KY3162  ___________________________________________________________________
 KY3162* NAD 83(1995)-  40 15 25.50811(N)    080 31 08.73944(W)     ADJUSTED  
 KY3162* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 KY3162  ___________________________________________________________________
 KY3162  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 KY3162  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KY3162
 KY3162  HORZ ORDER  -  SECOND
 KY3162
 KY3162.The horizontal coordinates were established by classical geodetic methods
 KY3162.and adjusted by the National Geodetic Survey in April 1998..
 KY3162
 KY3162.The orthometric height was scaled from a topographic map.
 KY3162
 KY3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3162
 KY3162.The geoid height was determined by GEOID03.
 KY3162
 KY3162;                    North         East     Units Scale Factor Converg.
 KY3162;SPC WV N     -   195,566.011   513,304.588   MT  1.00000136   -0 38 59.8
 KY3162;SPC PA S     -   106,261.380   364,472.334   MT  0.99996518   -1 47 47.6
 KY3162;SPC PA S     -   348,625.88  1,195,772.98   sFT  0.99996518   -1 47 47.6
 KY3162;UTM  17      - 4,456,402.749   540,895.687   MT  0.99962059   +0 18 38.8
 KY3162
 KY3162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3162!SPC WV N     -   0.99994622  x   1.00000136  =   0.99994758
 KY3162!SPC PA S     -   0.99994622  x   0.99996518  =   0.99991140
 KY3162!UTM  17      -   0.99994622  x   0.99962059  =   0.99956683
 KY3162
 KY3162:                Primary Azimuth Mark                     Grid Az
 KY3162:SPC WV N     -  MERIDIAN                                 179 42 34.4
 KY3162:SPC PA S     -  MERIDIAN                                 180 51 22.2
 KY3162:UTM  17      -  MERIDIAN                                 178 44 55.8
 KY3162
 KY3162|---------------------------------------------------------------------|
 KY3162| PID    Reference Object                     Distance      Geod. Az  |
 KY3162|                                                           dddmmss.s |
 KY3162| KY3164 MERIDIAN                            413.365 METERS 1790334.6 |
 KY3162| KY3163 BOUNDARY MON 37 8/10 M NORTH PA WV   16.459 METERS 17949     |
 KY3162|---------------------------------------------------------------------|
 KY3162
 KY3162                          SUPERSEDED SURVEY CONTROL
 KY3162
 KY3162  NAD 83(1986)-  40 15 25.51367(N)    080 31 08.74548(W) AD(       ) 2
 KY3162  NAD 27      -  40 15 25.25900(N)    080 31 09.49500(W) AD(       ) 2
 KY3162
 KY3162.Superseded values are not recommended for survey control.
 KY3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3162.See file dsdata.txt to determine how the superseded data were derived.
 KY3162
 KY3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE4089656403(NAD 83)
 KY3162_MARKER: V = STONE MONUMENT
 KY3162_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KY3162_SP_SET: OBJECT IMBEDDED IN GROUND
 KY3162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3162
 KY3162  HISTORY     - Date     Condition        Report By
 KY3162  HISTORY     - 1933     MONUMENTED       LOCSUR
 KY3162  HISTORY     - 1958     GOOD             CGS
 KY3162
 KY3162                          STATION DESCRIPTION
 KY3162
 KY3162'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1933 (GLA)
 KY3162'STATION IS A PENNSYLVANIA-WEST VIRGINIA BOUNDARY MARKER,
 KY3162'ON THE NORTH SIDE OF STATE HIGHWAY 31 (PENNSYLVANIA), OR WEST VIRGINIA
 KY3162'STATE HIGHWAY 27, 0.7 MILE WEST OF INDEPENDENCE, PA., AND 6 MILES
 KY3162'EAST OF WELLSBURG, W. VA.  STATION
 KY3162'IS MARKED BY A 12-INCH SQUARE SANDSTONE ROCK BURIED IN THE GROUND,
 KY3162'WITH A DRILL HOLE MARKING THE CENTER.  FOLLOWING INSCRIPTIONS ARE
 KY3162'CUT IN THE FACES OF THE STONE- NORTH--1883,
 KY3162'EAST--P, SOUTH--37-8/10 M, WEST-- W VA. THE MARK IS 29
 KY3162'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 54 FEET NORTH OF A
 KY3162'TRIANGULAR STATE BOUNDARY MARKER, ON THE SOUTH SIDE OF THE ROAD,
 KY3162'61.5 FEET SOUTHEAST OF POWER LINE POLE NO. PH 30, AND 5
 KY3162'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 KY3162'
 KY3162'TO REACH, FOLLOW PENNSYLVANIA STATE HIGHWAY 31 WEST, OR WEST VIRGINIA
 KY3162'STATE HIGHWAY 27 EAST, TO THE BOUNDARY AND STATION.
 KY3162'
 KY3162'NO REFERENCE MARKS WERE SET AT THIS STATION.
 KY3162
 KY3162                          STATION RECOVERY (1958)
 KY3162
 KY3162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 KY3162'THE MARK WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND TO BE IN
 KY3162'GOOD CONDITION.
 KY3162'
 KY3162'A DESCREPANCY WAS FOUND IN THE DISTANCE BETWEEN THE TRIANGULAR
 KY3162'BOUDARY MARKER AND THE STATION.  PREVIOUS DISTANCE WAS 54 FEET.
 KY3162'MEASURED DISTANCE THIS DATE WAS 65.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3163 ***********************************************************************
 KY3163  DESIGNATION -  BOUNDARY MON 37 8/10 M NORTH PA WV
 KY3163  PID         -  KY3163
 KY3163  STATE/COUNTY-  WV/BROOKE
 KY3163  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY3163
 KY3163                         *CURRENT SURVEY CONTROL
 KY3163  ___________________________________________________________________
 KY3163* NAD 83(1995)-  40 15 24.97450(N)    080 31 08.73713(W)     ADJUSTED  
 KY3163* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 KY3163  ___________________________________________________________________
 KY3163  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 KY3163  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KY3163
 KY3163  HORZ ORDER  -  SECOND
 KY3163
 KY3163.The horizontal coordinates were established by classical geodetic methods
 KY3163.and adjusted by the National Geodetic Survey in April 1998..
 KY3163
 KY3163.The orthometric height was scaled from a topographic map.
 KY3163
 KY3163.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3163
 KY3163.The geoid height was determined by GEOID03.
 KY3163
 KY3163;                    North         East     Units Scale Factor Converg.
 KY3163;SPC WV N     -   195,549.552   513,304.455   MT  1.00000133   -0 38 59.8
 KY3163;SPC PA S     -   106,244.928   364,471.873   MT  0.99996519   -1 47 47.6
 KY3163;SPC PA S     -   348,571.90  1,195,771.47   sFT  0.99996519   -1 47 47.6
 KY3163;SPC OH N     -    67,462.250   768,513.513   MT  1.00003847   +1 18 04.9
 KY3163;UTM  17      - 4,456,386.297   540,895.831   MT  0.99962059   +0 18 38.8
 KY3163
 KY3163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3163!SPC WV N     -   0.99994637  x   1.00000133  =   0.99994770
 KY3163!SPC PA S     -   0.99994637  x   0.99996519  =   0.99991156
 KY3163!SPC OH N     -   0.99994637  x   1.00003847  =   0.99998484
 KY3163!UTM  17      -   0.99994637  x   0.99962059  =   0.99956698
 KY3163
 KY3163                          SUPERSEDED SURVEY CONTROL
 KY3163
 KY3163  NAD 83(1986)-  40 15 24.98005(N)    080 31 08.74316(W) AD(       ) 2
 KY3163  NAD 27      -  40 15 24.72000(N)    080 31 09.49000(W) AD(       ) 2
 KY3163
 KY3163.Superseded values are not recommended for survey control.
 KY3163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3163.See file dsdata.txt to determine how the superseded data were derived.
 KY3163
 KY3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE4089656386(NAD 83)
 KY3163_MARKER: Z = SEE DESCRIPTION
 KY3163_SETTING: 0 = UNSPECIFIED SETTING
 KY3163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3163
 KY3163  HISTORY     - Date     Condition        Report By
 KY3163  HISTORY     - 1933     MONUMENTED       LOCSUR
 KY3163
 KY3163                          STATION DESCRIPTION
 KY3163
 KY3163'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1933
 KY3163'STATION IS A PENNSYLVANIA-WEST VIRGINIA BOUNDARY MARKER,
 KY3163'ON THE SOUTH SIDE OF STATE HIGHWAY 31 (PENNSYLVANIA), OR WEST VIRGINIA
 KY3163'STATE HIGHWAY 27, 0.7 MILE WEST OF INDEPENDENCE, PA., AND 6 MILES
 KY3163'EAST OF WELLSBURG, W. VA.  STATION IS A TRIANGULAR STATE BOUNDARY
 KY3163'MARKER, 54 FEET NORTH OF BOUNDARY MARKER 37 8/10 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1871 ***********************************************************************
 JX1871  DESIGNATION -  BOUNDARY MONUMENT WV PA 1941
 JX1871  PID         -  JX1871
 JX1871  STATE/COUNTY-  WV/WETZEL
 JX1871  USGS QUAD   -  HUNDRED (1976)
 JX1871
 JX1871                         *CURRENT SURVEY CONTROL
 JX1871  ___________________________________________________________________
 JX1871* NAD 83(1995)-  39 43 16.65123(N)    080 29 10.54795(W)     ADJUSTED  
 JX1871* NAVD 88     -       500.     (meters)    1640.     (feet)  SCALED    
 JX1871  ___________________________________________________________________
 JX1871  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 JX1871  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JX1871
 JX1871  HORZ ORDER  -  SECOND
 JX1871
 JX1871.The horizontal coordinates were established by classical geodetic methods
 JX1871.and adjusted by the National Geodetic Survey in April 1998..
 JX1871
 JX1871.The orthometric height was scaled from a topographic map.
 JX1871
 JX1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1871
 JX1871.The geoid height was determined by GEOID03.
 JX1871
 JX1871;                    North         East     Units Scale Factor Converg.
 JX1871;SPC WV N     -   136,049.006   515,444.357   MT  0.99994212   -0 37 44.4
 JX1871;SPC PA S     -    46,711.637   365,420.902   MT  1.00003992   -1 46 31.0
 JX1871;SPC PA S     -   153,253.10  1,198,885.08   sFT  1.00003992   -1 46 31.0
 JX1871;UTM  17      - 4,396,950.252   544,030.283   MT  0.99962387   +0 19 41.9
 JX1871
 JX1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1871!SPC WV N     -   0.99992679  x   0.99994212  =   0.99986891
 JX1871!SPC PA S     -   0.99992679  x   1.00003992  =   0.99996671
 JX1871!UTM  17      -   0.99992679  x   0.99962387  =   0.99955069
 JX1871
 JX1871                          SUPERSEDED SURVEY CONTROL
 JX1871
 JX1871  NAD 83(1986)-  39 43 16.65633(N)    080 29 10.55580(W) AD(       ) 2
 JX1871  NAD 27      -  39 43 16.35430(N)    080 29 11.27740(W) AD(       ) 2
 JX1871
 JX1871.Superseded values are not recommended for survey control.
 JX1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1871.See file dsdata.txt to determine how the superseded data were derived.
 JX1871
 JX1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4403096950(NAD 83)
 JX1871_MARKER: V = STONE MONUMENT
 JX1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1871_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1871+STABILITY: SURFACE MOTION
 JX1871
 JX1871  HISTORY     - Date     Condition        Report By
 JX1871  HISTORY     - 1941     MONUMENTED       CGS
 JX1871  HISTORY     - 1963     GOOD             CGS
 JX1871
 JX1871                          STATION DESCRIPTION
 JX1871
 JX1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1871'THE STATION IS LOCATED ABOUT 5
 JX1871'MILES W BY S OF
 JX1871'THE VILLAGE OF GARRISON.  IT IS ON THE N SLOPE OF
 JX1871'A PASTURE KNOLL OWNED BY J.A.
 JX1871'FORDYCE WHO LIVES 0.05 MILE W OF THE
 JX1871'STATION AND IN AN E-W FENCE LINE.  IT IS A
 JX1871'SANDSTONE POST 12 INCHES
 JX1871'SQUARE WITH A PYRAMIDAL TOP HAVING A 4-INCH SQUARE FLAT
 JX1871'SURFACE AT ITS
 JX1871'TOP AND PROJECTS 2 FEET.  INCISED ON THE S SIDE OF THE MONUMENT
 JX1871'ARE THE LETTERS W V,
 JX1871'ON THE N SIDE THE LETTER P AND ON THE W
 JX1871'SIDE THE NUMERALS 1883.  A TRAVERSE
 JX1871'CONNECTION WAS MADE TO U.S.
 JX1871'COAST AND GEODETIC TRIANGULATION STATION FORDYCE WHICH
 JX1871'IS S OF THE
 JX1871'MONUMENT AT THE HIGHEST POINT OF THE HILL.  DISTANCE, 41.722 METERS.
 JX1871'
 JX1871'TO REACH THE STATION FROM THE POST OFFICE IN GARRISON, GO
 JX1871'WESTERLY ON A
 JX1871'MACADAM ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT,
 JX1871'TURN LEFT AND GO 0.6 MILE TO A
 JX1871'FORKS, TAKE THE RIGHT FORK AND
 JX1871'FOLLOW FOR 1.3 MILES TO A FORKS.  FOLLOW THE LEFT
 JX1871'FORK FOR 0.9
 JX1871'MILE TO A CROSS ROAD, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO
 JX1871'FORKS, TAKE THE
 JX1871'LEFT FORK AND GO 0.75 MILE TO A T ROAD LEFT,
 JX1871'TURN LEFT AND GO 0.25 MILE TO THE
 JX1871'J.A. FORDYCE FARMHOUSE AND THE
 JX1871'END OF TRUCK TRAVEL.  FROM HERE PROCEED ON FOOT FOR
 JX1871'ABOUT 0.05
 JX1871'MILE TO THE TOP OF THE HILL AND THE STATION.
 JX1871
 JX1871                          STATION RECOVERY (1963)
 JX1871
 JX1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1871'THE TRAVERSE CONNECTION MADE TO TRIANGULATION STATION FORDYCE 1941,
 JX1871'WAS FOUND TO BE 0.143 METERS AND
 JX1871'0.47 FEET LONGER THAN PREVIOUSLY MEASURED.  THE DESCRIPTIONS ARE
 JX1871'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1907 ***********************************************************************
 HW1907  DESIGNATION -  BOWDEN
 HW1907  PID         -  HW1907
 HW1907  STATE/COUNTY-  WV/RANDOLPH
 HW1907  USGS QUAD   -  BOWDEN (1995)
 HW1907
 HW1907                         *CURRENT SURVEY CONTROL
 HW1907  ___________________________________________________________________
 HW1907* NAD 83(1986)-  38 54 35.     (N)    079 42 25.     (W)     SCALED    
 HW1907* NAVD 88     -       675.964  (meters)    2217.73   (feet)  ADJUSTED  
 HW1907  ___________________________________________________________________
 HW1907  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HW1907  DYNAMIC HT  -         675.471 (meters)    2216.11  (feet)  COMP
 HW1907  MODELED GRAV-     979,875.3   (mgal)                       NAVD 88
 HW1907
 HW1907  VERT ORDER  -  FIRST     CLASS II
 HW1907
 HW1907.The horizontal coordinates were scaled from a topographic map and have
 HW1907.an estimated accuracy of +/- 6 seconds.
 HW1907
 HW1907.The orthometric height was determined by differential leveling
 HW1907.and adjusted by the National Geodetic Survey in June 1991..
 HW1907
 HW1907.The geoid height was determined by GEOID03.
 HW1907
 HW1907.The dynamic height is computed by dividing the NAVD 88
 HW1907.geopotential number by the normal gravity value computed on the
 HW1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1907.degrees latitude (g = 980.6199 gals.).
 HW1907
 HW1907.The modeled gravity was interpolated from observed gravity values.
 HW1907
 HW1907;                    North         East    Units  Estimated Accuracy
 HW1907;SPC WV S     -   212,750.      712,150.      MT  (+/- 180 meters Scaled)
 HW1907
 HW1907                          SUPERSEDED SURVEY CONTROL
 HW1907
 HW1907  NGVD 29 (??/??/92)  676.105  (m)         2218.19   (f) ADJ UNCH    1 2
 HW1907
 HW1907.Superseded values are not recommended for survey control.
 HW1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1907.See file dsdata.txt to determine how the superseded data were derived.
 HW1907
 HW1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD121075(NAD 83)
 HW1907_MARKER: DD = SURVEY DISK
 HW1907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1907_SP_SET: FOUNDATION
 HW1907_STAMPING: BOWDEN 1933
 HW1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1907
 HW1907  HISTORY     - Date     Condition        Report By
 HW1907  HISTORY     - 1933     MONUMENTED       CGS
 HW1907  HISTORY     - 1934     GOOD             NGS
 HW1907
 HW1907                          STATION DESCRIPTION
 HW1907
 HW1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1907'10.4 MI E FROM ELKINS.
 HW1907'10.4 MILES EAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1907'STATION AT ELKINS, RANDOLPH COUNTY, 200 YARDS EAST OF THE STATION
 HW1907'AT BOWDEN, 20 YARDS SOUTH OF THE MAIN TRACK, IN THE TOP OF AN
 HW1907'ABANDONED CONCRETE FOUNDATION, 1.5 FEET FROM THE NORTHEAST CORNER,
 HW1907'AND ABOUT 3 YARDS HIGHER THAN THE TRACK.  A STANDARD DISK,
 HW1907'STAMPED BOWDEN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3563 ***********************************************************************
 HW3563  DESIGNATION -  BOWDON WV POLICE RAD MAST 1956
 HW3563  PID         -  HW3563
 HW3563  STATE/COUNTY-  WV/RANDOLPH
 HW3563  USGS QUAD   -  BOWDEN (1995)
 HW3563
 HW3563                         *CURRENT SURVEY CONTROL
 HW3563  ___________________________________________________________________
 HW3563* NAD 83(1995)-  38 56 14.55751(N)    079 42 38.95044(W)     ADJUSTED  
 HW3563* NAVD 88     -                                                        
 HW3563  ___________________________________________________________________
 HW3563  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 HW3563  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HW3563
 HW3563  HORZ ORDER  -  THIRD
 HW3563
 HW3563.The horizontal coordinates were established by classical geodetic methods
 HW3563.and adjusted by the National Geodetic Survey in April 1998..
 HW3563
 HW3563
 HW3563.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3563
 HW3563.The geoid height was determined by GEOID03.
 HW3563
 HW3563;                    North         East     Units Scale Factor Converg.
 HW3563;SPC WV S     -   215,814.017   711,773.172   MT  1.00001196   +0 47 49.1
 HW3563;SPC WV N     -    48,578.005   581,721.161   MT  1.00001243   -0 08 04.0
 HW3563;UTM  17      - 4,310,617.362   611,732.733   MT  0.99975373   +0 48 37.1
 HW3563
 HW3563                          SUPERSEDED SURVEY CONTROL
 HW3563
 HW3563  NAD 83(1986)-  38 56 14.56445(N)    079 42 38.96256(W) AD(       ) 4
 HW3563  NAD 27      -  38 56 14.17900(N)    079 42 39.74200(W) AD(       ) 3
 HW3563
 HW3563.Superseded values are not recommended for survey control.
 HW3563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3563.See file dsdata.txt to determine how the superseded data were derived.
 HW3563
 HW3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1173310617(NAD 83)
 HW3563_MARKER: 42 = RADIO/TV MAST
 HW3563
 HW3563  HISTORY     - Date     Condition        Report By
 HW3563  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3563
 HW3563                          STATION DESCRIPTION
 HW3563
 HW3563'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3563'THE STATION IS LOCATED ABOUT 6-1/2 MILES AIRLINE EAST NORTHEAST
 HW3563'OF ELKINS, 4-3/4
 HW3563'MILES AIRLINE WEST NORTHWEST OF ALPENA AND ABOUT 1 MILE NORTH OF
 HW3563'STATE HIGHWAY 33.
 HW3563'
 HW3563'THE MAST IS OF STEEL CONSTRUCTION AND ABOUT 85 FEET HIGH.  IT IS
 HW3563'12.14 METERS, 39.83 FEET
 HW3563'NORTH NORTHWEST OF TRIANGULATION STATION STUARTS.  THE CENTER OF THE
 HW3563'BASE OF THE MAST WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3544 ***********************************************************************
 HW3544  DESIGNATION -  BOWMAN
 HW3544  PID         -  HW3544
 HW3544  STATE/COUNTY-  WV/POCAHONTAS
 HW3544  USGS QUAD   -  GREEN BANK (1995)
 HW3544
 HW3544                         *CURRENT SURVEY CONTROL
 HW3544  ___________________________________________________________________
 HW3544* NAD 83(1995)-  38 29 46.78422(N)    079 51 41.93890(W)     ADJUSTED  
 HW3544* NAVD 88     -      1038.3    (meters)    3406.     (feet)  VERTCON   
 HW3544  ___________________________________________________________________
 HW3544  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 HW3544  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HW3544
 HW3544  HORZ ORDER  -  THIRD
 HW3544
 HW3544.The horizontal coordinates were established by classical geodetic methods
 HW3544.and adjusted by the National Geodetic Survey in April 1998..
 HW3544
 HW3544.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3544
 HW3544.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3544
 HW3544.The geoid height was determined by GEOID03.
 HW3544
 HW3544;                    North         East     Units Scale Factor Converg.
 HW3544;SPC WV S     -   166,687.068   699,298.076   MT  0.99994045   +0 42 13.4
 HW3544;UTM  17      - 4,261,499.957   599,268.249   MT  0.99972135   +0 42 31.1
 HW3544
 HW3544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3544!SPC WV S     -   0.99984189  x   0.99994045  =   0.99978235
 HW3544!UTM  17      -   0.99984189  x   0.99972135  =   0.99956328
 HW3544
 HW3544|---------------------------------------------------------------------|
 HW3544| PID    Reference Object                     Distance      Geod. Az  |
 HW3544|                                                           dddmmss.s |
 HW3544| HW1265 BOWMAN RM 1                          20.140 METERS 14429     |
 HW3544| HW1267 BOWMAN RM 2                          16.772 METERS 22643     |
 HW3544| DC3871 BOWMAN AZ MK                                       3442104.0 |
 HW3544|---------------------------------------------------------------------|
 HW3544
 HW3544                          SUPERSEDED SURVEY CONTROL
 HW3544
 HW3544  NAD 83(1995)-  38 29 46.78575(N)    079 51 41.93939(W) AD(       ) 3
 HW3544  NAD 83(1986)-  38 29 46.78633(N)    079 51 41.94620(W) AD(       ) 3
 HW3544  NAD 27      -  38 29 46.36460(N)    079 51 42.73870(W) AD(       ) 3
 HW3544  NGVD 29 (07/19/86) 1038.4    (m)         3407.     (f) VERT ANG       
 HW3544
 HW3544.Superseded values are not recommended for survey control.
 HW3544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3544.See file dsdata.txt to determine how the superseded data were derived.
 HW3544
 HW3544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9926861500(NAD 83)
 HW3544_MARKER: DS = TRIANGULATION STATION DISK
 HW3544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3544
 HW3544  HISTORY     - Date     Condition        Report By
 HW3544  HISTORY     - 1957     MONUMENTED       CGS
 HW3544
 HW3544                          STATION DESCRIPTION
 HW3544
 HW3544'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3544'THE STATION IS APPROXIMATELY 5.5 MILES NORTH-NORTHWEST OF GREENBANK,
 HW3544'4 MILES SOUTHWEST OF
 HW3544'DURBIN, ON THE TOP OF A RIDGE KNOWN LOCALLY AS BOWMAN RIDGE AND ON
 HW3544'PROPERTY OWNED BY MR. DAVID MOORE.
 HW3544'
 HW3544'TO REACH FROM THE POST OFFICE IN DURBIN, GO WEST ON U.S. HIGHWAY 250
 HW3544'FOR 0.6 MILE TO A STEEL BRIDGE
 HW3544'OVER THE GREENBRIER RIVER, CONTINUE ON U.S. HIGHWAY 250 FOR 1.0 MILE
 HW3544'TO A SIDE ROAD LEFT, TURN LEFT, ON
 HW3544'BLACKTOP ROAD, FOR 4.6 MILES TO A LARGE BARN AND
 HW3544'HOUSE IN FIELD TO THE RIGHT AND A GATE ON THE LEFT,
 HW3544'CONTINUE STRAIGHT AHEAD FOR 0.05
 HW3544'MILE TO A GATE AND AN OLD CORRAL ON THE LEFT, JUST BEFORE REACHING AN
 HW3544'OLD LIME KILN ON THE LEFT, TURN
 HW3544'LEFT THROUGH GATE (FOUR WHEEL DRIVE TRUCK NEEDED FROM THIS POINT TO
 HW3544'STATION) DRIVE UP THE NORTH SIDE
 HW3544'OF A ROCKY RIDGE FOR 0.4 MILE TO A BOARD GATE AT A
 HW3544'FENCE CORNER ON THE LEFT, BARE LEFT THROUGH GATE
 HW3544'AND FOLLOW ALONG NORTH SIDE OF FENCE
 HW3544'FOR 0.1 MILE TO A FENCE CORNER, BARE RIGHT FOR 0.15 MILE TO THE TOP
 HW3544'OF THE HILL AND THE STATION.
 HW3544'
 HW3544'STATION MARKS ARE STANDARD DISKS STAMPED BOWNMAN 1957.  THE SURFACE
 HW3544'DISK IS SET IN A SQUARE CONCRETE
 HW3544'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 48 FEET
 HW3544'NORTH OF THE FENCE LINE AT THE EDGE
 HW3544'OF THE WOODS.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HW3544'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF
 HW3544'THE GROUND.  A STANDARD WITNESS POST WAS
 HW3544'SET 56.5 FEET SOUTHWEST OF THE MARK.
 HW3544'
 HW3544'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOWMAN NO 1 1957, IS
 HW3544'SET IN A SQUARE CONCRETE POST
 HW3544'WHICH PROJECTS 6 INCHES.  IT IS 2 FEET NORTH OF THE FENCE LINE AT THE
 HW3544'EDGE OF THE WOODS.
 HW3544'
 HW3544'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOWMAN NO 2 1957, IS
 HW3544'SET IN A SQUARE CONCRETE POST
 HW3544'WHICH PROJECTS 6 INCHES.  IT IS 2 FEET NORTH OF THE FENCE LINE AT THE
 HW3544'EDGE OF THE WOODS AND 2 FEET
 HW3544'SOUTHWEST OF A WITNESS POST.
 HW3544'
 HW3544'AZIMUTH MARK IS A STANDARD DISK STAMPED BOWMAN 1957, SET IN A SQUARE
 HW3544'CONCRETE POST WHICH PROJECTS 6
 HW3544'INCHES.  IT IS 13.7 FEET EAST OF THE JUNCTION OF A WIRE FENCE AND AN
 HW3544'OLD RAIL FENCE AND 4 FEET SOUTH OF
 HW3544'THE RAIL FENCE.  A STANDARD WITNESS POST WAS SET 2.5
 HW3544'FEET WEST-SOUTHWEST OF THE MARK.
 HW3544'
 HW3544'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHWEST ACROSS
 HW3544'PASTURE FOR 0.25 MILE TO THE
 HW3544'RAIL FENCE AND THE AZIMUTH MARK.
 HW3544'
 HW3544'HEIGHT OF LIGHT ABOVE STATION MARK 26.21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2944 ***********************************************************************
 HX2944  DESIGNATION -  BRAGG
 HX2944  PID         -  HX2944
 HX2944  STATE/COUNTY-  WV/CLAY
 HX2944  USGS QUAD   -  STRANGE CREEK (1976)
 HX2944
 HX2944                         *CURRENT SURVEY CONTROL
 HX2944  ___________________________________________________________________
 HX2944* NAD 83(1995)-  38 31 31.40886(N)    080 57 48.55735(W)     ADJUSTED  
 HX2944* NAVD 88     -       495.3    (meters)    1625.     (feet)  VERTCON   
 HX2944  ___________________________________________________________________
 HX2944  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 HX2944  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HX2944
 HX2944  HORZ ORDER  -  SECOND
 HX2944
 HX2944.The horizontal coordinates were established by classical geodetic methods
 HX2944.and adjusted by the National Geodetic Survey in April 1998..
 HX2944
 HX2944.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2944
 HX2944.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2944
 HX2944.The geoid height was determined by GEOID03.
 HX2944
 HX2944;                    North         East     Units Scale Factor Converg.
 HX2944;SPC WV S     -   169,303.802   603,183.730   MT  0.99994333   +0 01 21.3
 HX2944;UTM  17      - 4,264,111.528   503,182.637   MT  0.99960012   +0 01 21.9
 HX2944
 HX2944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2944!SPC WV S     -   0.99992736  x   0.99994333  =   0.99987069
 HX2944!UTM  17      -   0.99992736  x   0.99960012  =   0.99952751
 HX2944
 HX2944:                Primary Azimuth Mark                     Grid Az
 HX2944:SPC WV S     -  BRAGG AZ MK                              067 36 37.5
 HX2944:UTM  17      -  BRAGG AZ MK                              067 36 36.9
 HX2944
 HX2944|---------------------------------------------------------------------|
 HX2944| PID    Reference Object                     Distance      Geod. Az  |
 HX2944|                                                           dddmmss.s |
 HX2944| DC3873 BRAGG AZ MK                                        0673758.8 |
 HX2944| DC3874 BRAGG RM 1                           18.050 METERS 14512     |
 HX2944| DC3875 BRAGG RM 2                           21.693 METERS 32211     |
 HX2944|---------------------------------------------------------------------|
 HX2944
 HX2944                          SUPERSEDED SURVEY CONTROL
 HX2944
 HX2944  NAD 83(1986)-  38 31 31.41613(N)    080 57 48.56662(W) AD(       ) 2
 HX2944  NAD 27      -  38 31 31.05490(N)    080 57 49.19210(W) AD(       ) 2
 HX2944  NGVD 29 (07/19/86)  495.5    (m)         1626.     (f) VERT ANG       
 HX2944
 HX2944.Superseded values are not recommended for survey control.
 HX2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2944.See file dsdata.txt to determine how the superseded data were derived.
 HX2944
 HX2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC0318364112(NAD 83)
 HX2944_MARKER: DS = TRIANGULATION STATION DISK
 HX2944_SETTING: 0 = UNSPECIFIED SETTING
 HX2944
 HX2944  HISTORY     - Date     Condition        Report By
 HX2944  HISTORY     - 1961     MONUMENTED       CGS
 HX2944  HISTORY     - 1977     GOOD             THOMAS
 HX2944
 HX2944                          STATION DESCRIPTION
 HX2944
 HX2944'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2944'STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT HILL LOCALLY
 HX2944'KNOWN AS BRAGG
 HX2944'KNOB.  THE HILL IS ROCKY ALONG THE SUMMIT AND IS COVERED
 HX2944'WITH SMALL TREES AND BRUSH.  THE
 HX2944'HILL IS AT THE HEAD OF SAND FORK AND
 HX2944'JUMPING GUT ABOUT 1-1/4 MILE SOUTH OF THE ELK
 HX2944'RIVER, ABOUT 0.2 MILE NORTHEAST
 HX2944'OF COUNTY ROUTE NO. 11 AND ABOUT 2.0 MILES NORTHWEST OF THE POST
 HX2944'OFFICE IN
 HX2944'HARRISON.  STATION IS 12 FEET NORTHEAST OF THE APPROXIMATE
 HX2944'CENTER OF TRACK ROAD AND 0.8
 HX2944'FEET SOUTH EAST OF METAL WITNESS POST WITH
 HX2944'SIGN.  STATION IS MARKED BY A STANDARD DISK
 HX2944'CEMENTED IN THE TOP OF A 4
 HX2944'INCH ORANGEBURG PIPE THAT PROJECTS 9 INCHES ABOVE THE SURFACE
 HX2944'OF THE GROUND AND THE
 HX2944'DISK IS STAMPED BRAGG 1961.
 HX2944'
 HX2944'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 16 AND
 HX2944'STATE HIGHWAY NO.
 HX2944'4 AT IVYDALE, GO WEST ON STATE HIGHWAY NO. 4 FOR 0.35
 HX2944'MILE TO A SIDE ROAD LEFT, TURN LEFT
 HX2944'CROSSING BRIDGE OVER THE ELK RIVER
 HX2944'AND GO EASTERLY FOR 0.2 MILE TO POST OFFICE ON THE
 HX2944'RIGHT.  TURN LEFT
 HX2944'CROSSING RAILROAD AND GO NORTH FOR 0.05 MILE TO JUNCTION, TURN LEFT
 HX2944'AND FOLLOW ROCK ROAD
 HX2944'UP HILL FOR 3.5 MILES TO JUNCTION WITH COUNTY ROUTE NO. 11.
 HX2944'TURN LEFT AND GO SOUTHERLY FOR 3.3
 HX2944'MILES TO A DIRT TRACK ROAD LEFT AND
 HX2944'GATE.  (CONTINUE SOUTH AND EAST ON COUNTY ROUTE NO.
 HX2944'11 FOR 0.6 MILE TO
 HX2944'FORK, TAKE LEFT FORK AND GO NORTH AND WEST FOR 0.5 MILE TO AZIMUTH
 HX2944'MARK ON THE RIGHT.)
 HX2944'PASS THROUGH GATE AND GO EASTERLY ON TRACK ROAD FOR 0.15
 HX2944'MILE TO PIPE LINE AND END OF TRUCK
 HX2944'TRAVEL.  FROM END OF TRUCK TRAVEL
 HX2944'PACK NORTHWEST UP STEEP HILL FOR ABOUT 0.2 MILE TO
 HX2944'STATION ON THE RIGHT.
 HX2944'
 HX2944'AZIMUTH MARK IS 25 FEET NORTHEAST OF THE APPROXIMATE CENTER OF DIRT
 HX2944'ROAD, 8 FEET
 HX2944'SOUTHEAST OF LOCUST TREE, 3.5 FEET NORTHEAST OF FENCELINE AND
 HX2944'2.4 FEET SOUTHEAST OF METAL
 HX2944'WITNESS POST WITH SIGN.  IT IS MARKED BY A
 HX2944'STANDARD DISK CEMENTED IN THE TOP OF A 12 X 12
 HX2944'INCH CONCRETE MONUMENT THAT
 HX2944'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK IS
 HX2944'STAMPED BRAGG 1961.
 HX2944'
 HX2944'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP
 HX2944'OF A 4 INCH
 HX2944'ORANGEBURG PIPE THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF
 HX2944'THE GROUND AND THE DISK IS
 HX2944'STAMPED BRAGG NO. 1 1961.
 HX2944'
 HX2944'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP
 HX2944'OF A 4 INCH
 HX2944'ORANGEBURG PIPE THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF
 HX2944'THE GROUND AND THE DISK IS
 HX2944'STAMPED BRAGG NO 2 1961.
 HX2944'
 HX2944'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HX2944
 HX2944                          STATION RECOVERY (1977)
 HX2944
 HX2944'RECOVERY NOTE BY THOMAS ENG AND SURV 1977 (HBW)
 HX2944'BRAGG 1961 RECOVERED UNDISTURBED.
 HX2944'
 HX2944'BRAGG NO 1, 1961 RECOVERED UNDISTURBED.
 HX2944'
 HX2944'BRAGG NO 2, 1961 RECOVERED UNDISTURBED.
 HX2944'
 HX2944'(AZ MK) BRAGG 1961 RECOVERED UNDISTURBED.
 HX2944'
 HX2944'MOST QUICKLY ACCESSIBLE BY 500 FOOT PACK UP A GAS LINE CUT ON A POINT
 HX2944'FROM BLACKTOP ROAD WSW OF STATION.
 HX2944'
 HX2944'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NW OF HARRISON PO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3423 ***********************************************************************
 HW3423  DESIGNATION -  BRAKE
 HW3423  PID         -  HW3423
 HW3423  STATE/COUNTY-  WV/HARDY
 HW3423  USGS QUAD   -  LOST RIVER STATE PARK (1994)
 HW3423
 HW3423                         *CURRENT SURVEY CONTROL
 HW3423  ___________________________________________________________________
 HW3423* NAD 83(1995)-  38 52 52.55131(N)    078 59 36.89593(W)     ADJUSTED  
 HW3423* NAVD 88     -       899.6    (meters)    2951.     (feet)  VERTCON   
 HW3423  ___________________________________________________________________
 HW3423  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 HW3423  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 HW3423
 HW3423  HORZ ORDER  -  THIRD
 HW3423
 HW3423.The horizontal coordinates were established by classical geodetic methods
 HW3423.and adjusted by the National Geodetic Survey in April 1998..
 HW3423
 HW3423.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3423
 HW3423.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3423
 HW3423.The geoid height was determined by GEOID03.
 HW3423
 HW3423;                    North         East     Units Scale Factor Converg.
 HW3423;SPC WV N     -    42,451.003   643,943.225   MT  1.00002457   +0 19 22.7
 HW3423;SPC VA N     - 2,134,935.451 3,457,173.344   MT  0.99995895   -0 18 29.0
 HW3423;SPC VA N     - 7,004,367.39 11,342,409.55   sFT  0.99995895   -0 18 29.0
 HW3423;UTM  17      - 4,305,513.713   674,036.859   MT  0.99997298   +1 15 35.1
 HW3423
 HW3423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3423!SPC WV N     -   0.99986389  x   1.00002457  =   0.99988846
 HW3423!SPC VA N     -   0.99986389  x   0.99995895  =   0.99982285
 HW3423!UTM  17      -   0.99986389  x   0.99997298  =   0.99983687
 HW3423
 HW3423:                Primary Azimuth Mark                     Grid Az
 HW3423:SPC WV N     -  BRAKE AZ MK                              093 37 08.7
 HW3423:SPC VA N     -  BRAKE AZ MK                              094 15 00.4
 HW3423:UTM  17      -  BRAKE AZ MK                              092 40 56.3
 HW3423
 HW3423|---------------------------------------------------------------------|
 HW3423| PID    Reference Object                     Distance      Geod. Az  |
 HW3423|                                                           dddmmss.s |
 HW3423| DC3876 BRAKE AZ MK                                        0935631.4 |
 HW3423| DC3878 BRAKE RM 2                           16.438 METERS 18637     |
 HW3423| DC3877 BRAKE RM 1                           14.860 METERS 27145     |
 HW3423|---------------------------------------------------------------------|
 HW3423
 HW3423                          SUPERSEDED SURVEY CONTROL
 HW3423
 HW3423  NAD 83(1995)-  38 52 52.55111(N)    078 59 36.90142(W) AD(       ) 3
 HW3423  NAD 83(1986)-  38 52 52.55342(N)    078 59 36.90297(W) AD(       ) 3
 HW3423  NAD 27      -  38 52 52.15460(N)    078 59 37.79470(W) AD(       ) 3
 HW3423  NGVD 29 (07/19/86)  899.7    (m)         2952.     (f) VERT ANG       
 HW3423
 HW3423.Superseded values are not recommended for survey control.
 HW3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3423.See file dsdata.txt to determine how the superseded data were derived.
 HW3423
 HW3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD7403705514(NAD 83)
 HW3423_MARKER: DS = TRIANGULATION STATION DISK
 HW3423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3423_STAMPING: BRAKE 1956
 HW3423_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HW3423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3423+STABILITY: SURFACE MOTION
 HW3423
 HW3423  HISTORY     - Date     Condition        Report By
 HW3423  HISTORY     - 1956     MONUMENTED       CGS
 HW3423  HISTORY     - 19920101 GOOD             HARTMN
 HW3423
 HW3423                          STATION DESCRIPTION
 HW3423
 HW3423'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3423'STATION IS LOCATED, AIRLINE, ABOUT 10-1/2 MILES SOUTHEAST OF
 HW3423'PETERSBURG, 9-1/2 MILES
 HW3423'WEST SOUTHWEST OF LOST CITY AND 2-1/2 MILES NORTH OF THE NORTHERNMOST
 HW3423'CORNER OF ROCKINGHAM COUNTY,
 HW3423'VIRGINIA.  IT IS ON THE HIGHEST SUMMIT OF A SPUR RIDGE THAT
 HW3423'EXTENDS WEST FROM THE MAIN RIDGE OF
 HW3423'MOUNTAINS, BETWEEN BRAKE AND STUMP RUNS AND AT
 HW3423'THE EAST EDGE OF THE PIPE LINE RIGHT-OF-WAY OF THE
 HW3423'ATLANTIC SEABOARD CORPORATION.
 HW3423'
 HW3423'STATION IS REACHED AS FOLLOWS, FROM THE JUNCTION OF U.S. HIGHWAY 220
 HW3423'AND STATE HIGHWAY 55 IN
 HW3423'MOOREFIELD, GO EAST ON STATE HIGHWAY 55 FOR 0.2 MILE TO A RAILROAD
 HW3423'CROSSING AND A ROAD FORK, TAKE
 HW3423'THE RIGHT FORK, SOUTHERLY, AND GO 3.6 MILES TO A SIDE
 HW3423'ROAD ON THE LEFT, LEADING TO LOST RIVER STATE
 HW3423'PARK, TURN LEFT AND FOLLOW THE MAIN
 HW3423'ROAD UP THE MOUNTAIN FOR 5.2 MILES TO A FORK AT ABOUT THE TOP OF
 HW3423'THE DIVIDE, TAKE THE RIGHT
 HW3423'FORK, STRAIGHT AHEAD, AND GO 5.5 MILES TO A FORK, TAKE THE RIGHT FORK
 HW3423'AND GO SOUTHWESTERLY FOR 4.0
 HW3423'MILES TO A PIPE LINE CROSSING, CONTINUE ON THE ROAD FOR 0.15
 HW3423'MILE TO A SIDE ROAD ON THE RIGHT, JUST
 HW3423'BEYOND AN OPEN FIELD, TURN RIGHT AND GO
 HW3423'WESTERLY ALONG THE RIDGE AND PIPE LINE FOR 1.0 MILES TO
 HW3423'THE AZIMUTH MARK ON THE RIGHT AT A
 HW3423'WITNESS POST, CONTINUE ALONG THE PIPE LINE FOR 0.7 MILE TO THE
 HW3423'STATION ON THE LEFT AT A
 HW3423'WITNESS POST.  A FOUR WHEEL DRIVE IS NECESSARY FOR THE LAST 1.7 MILES.
 HW3423'
 HW3423'STATION MARK, STAMPED BRAKE 1956, IS A STANDARD DISK SET IN THE TOP
 HW3423'OF A 10 INCH SQUARE
 HW3423'CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 30.0 FEET EAST OF THE
 HW3423'PIPE LINE AND 12.0 FEET WEST OF A WITMESS POST.
 HW3423'
 HW3423'REFERENCE MARK NUMBER 1, STAMPED BRAKE NO 1 1956, IS A STANDARD DISK
 HW3423'SET IN THE TOP OF A 10
 HW3423'INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES AND IS ABOUT 1 FOOT
 HW3423'LOWER THAN THE STATION.  IT IS
 HW3423'18.0 FEET WEST OF THE PIPE LINE.
 HW3423'
 HW3423'REFERENCE MARK NUMBER 2, STAMPED BRAKE NO 2 1956, IS A STANDARD DISK
 HW3423'SET IN THE TOP OF A 10
 HW3423'INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES AND IS ABOUT 2 FEET
 HW3423'LOWER THAN THE STATION.  IT IS
 HW3423'21.0 FEET EAST OF THE PIPE LINE.
 HW3423'
 HW3423'AZIMUTH MARK, STAMPED BRAKE 1956, IS A STANDARD DISK SET IN THE TOP
 HW3423'OF A 10 INCH SQUARE
 HW3423'CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 32.0 FEET NORTHEAST OF
 HW3423'THE CENTERLINE OF THE TRACK
 HW3423'ROAD, 10.0 FEET NORTHEAST OF THE PIPE LINE AND 2.0 FEET
 HW3423'NORTHEAST OF A WITNESS POST.
 HW3423'
 HW3423'HEIGHT OF LIGHT ABOVE STATION MARK 18.39 METERS.
 HW3423
 HW3423                          STATION RECOVERY (1992)
 HW3423
 HW3423'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1992 (MM)
 HW3423'DURING RECENT MOWING OPERATIONS OF THE GAS PIPELINE RIGHT-OF-WAY WHERE
 HW3423'THIS MONUMENT AND ITS REFERENCE MONUMENTS ARE LOCATED.  ONE OF OUR
 HW3423'FIELD EMPLOYEES NOTICED THAT ONE OF THE MONUMENTS WAS DISTURBED. UPON
 HW3423'FURTHER INVESTIGATION.  HE FOUND STATION BRAKE UNDISTURBED, BUT HE
 HW3423'FOUND REFERENCE MARK NUMBER 1, BRAKE NO 1 1956 AND REFERENCE MARK
 HW3423'NUMBER 2, (BRAKE NO 2 1956) HAD BOTH BEEN DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1458 ***********************************************************************
 JW1458  DESIGNATION -  BRANCH
 JW1458  PID         -  JW1458
 JW1458  STATE/COUNTY-  WV/HARDY
 JW1458  USGS QUAD   -  NEEDMORE (1970)
 JW1458
 JW1458                         *CURRENT SURVEY CONTROL
 JW1458  ___________________________________________________________________
 JW1458* NAD 83(1995)-  39 02 02.86190(N)    078 51 52.73782(W)     ADJUSTED  
 JW1458* NAVD 88     -      1014.9    (meters)    3330.     (feet)  VERTCON   
 JW1458  ___________________________________________________________________
 JW1458  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JW1458  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JW1458
 JW1458  HORZ ORDER  -  SECOND
 JW1458
 JW1458.The horizontal coordinates were established by classical geodetic methods
 JW1458.and adjusted by the National Geodetic Survey in April 1998..
 JW1458
 JW1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1458
 JW1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1458
 JW1458.The geoid height was determined by GEOID03.
 JW1458
 JW1458;                    North         East     Units Scale Factor Converg.
 JW1458;SPC WV N     -    59,491.971   655,010.885   MT  0.99999372   +0 24 18.8
 JW1458;UTM  17      - 4,322,733.438   684,823.837   MT  1.00002064   +1 20 42.7
 JW1458
 JW1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1458!SPC WV N     -   0.99984586  x   0.99999372  =   0.99983958
 JW1458!UTM  17      -   0.99984586  x   1.00002064  =   0.99986650
 JW1458
 JW1458|---------------------------------------------------------------------|
 JW1458| PID    Reference Object                     Distance      Geod. Az  |
 JW1458|                                                           dddmmss.s |
 JW1458| CJ8141 BRANCH RM 1                           5.929 METERS 01624     |
 JW1458| CJ8140 BRANCH AZ MK                                       1241935.8 |
 JW1458| HW3424 AIRWAY BEACON 31                    APPROX. 6.9 KM 2133342.3 |
 JW1458| CJ8142 BRANCH RM 2                           9.190 METERS 23532     |
 JW1458| JW1269 FISHER RADIO STA WELD MAST          APPROX.12.4 KM 2792355.7 |
 JW1458|---------------------------------------------------------------------|
 JW1458
 JW1458                          SUPERSEDED SURVEY CONTROL
 JW1458
 JW1458  NAD 83(1995)-  39 02 02.86593(N)    078 51 52.74093(W) AD(       ) 2
 JW1458  NAD 83(1995)-  39 02 02.86674(N)    078 51 52.74354(W) AD(       ) 2
 JW1458  NAD 83(1986)-  39 02 02.86724(N)    078 51 52.74351(W) AD(       ) 2
 JW1458  NAD 27      -  39 02 02.47470(N)    078 51 53.66680(W) AD(       ) 2
 JW1458  NGVD 29 (07/19/86) 1015.0    (m)         3330.     (f) VERT ANG       
 JW1458
 JW1458.Superseded values are not recommended for survey control.
 JW1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1458.See file dsdata.txt to determine how the superseded data were derived.
 JW1458
 JW1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD8482422733(NAD 83)
 JW1458_MARKER: DS = TRIANGULATION STATION DISK
 JW1458_SETTING: 66 = SET IN ROCK OUTCROP
 JW1458
 JW1458  HISTORY     - Date     Condition        Report By
 JW1458  HISTORY     - 1941     MONUMENTED       CGS
 JW1458  HISTORY     - 1956     GOOD             CGS
 JW1458
 JW1458                          STATION DESCRIPTION
 JW1458
 JW1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1458'STATION IS ABOUT
 JW1458'17 MILES WSW OF
 JW1458'WARDENSVILLE, ON THE HIGHEST POINT OF SOUTH BRANCH
 JW1458'MOUNTAIN, BETWEEN THE HEADS OF
 JW1458'BAKER RUN AND GAP RUN.
 JW1458'
 JW1458'STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE, SET
 JW1458'FLUSH, IN A 4-INCH
 JW1458'BY 1-FOOT ROCK OUTCROP THAT IS FLUSH, AND IS
 JW1458'STAMPED BRANCH NO. 1 1941.
 JW1458'
 JW1458'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK IN A DRILL HOLE,
 JW1458'SET FLUSH, IN A
 JW1458'4-INCH BY 2-FOOT ROCK OUTCROP THAT IS FLUSH WITH
 JW1458'THE GROUND AND IS STAMPED BRANCH NO. 1 1941.
 JW1458'
 JW1458'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK IN A DRILL HOLE,
 JW1458'SET FLUSH, IN A
 JW1458'6-INCH BY 2-FOOT ROCK OUTCROP THAT PROJECTS ABOUT
 JW1458'2 INCHES, AND IS STAMPED BRANCH NO. 2 1941.
 JW1458'
 JW1458'TO REACH THE STATION FROM THE POST OFFICE IN WARDENSVILLE
 JW1458'GO WESTERLY ON
 JW1458'STATE HIGHWAY 259 FOR 14.6 MILES (0.8 MILE SW OF
 JW1458'MEEDMORE POST OFFICE) TO A DIRT
 JW1458'ROAD LEFT, TURN LEFT AND GO 1.6
 JW1458'MILES, KEEPING STRAIGHT AHEAD AT ALL
 JW1458'INTERSECTIONS, TO A T-INTERSECTION,
 JW1458'TURN RIGHT ACROSS A SMALL WOODEN BRIDGE AND GO 2.4 MILES.
 JW1458'TO A DIRT ROAD TURNING RIGHT INTO THE FARM AND HOME OF G.J. AND
 JW1458'C.C. COOK, TURN
 JW1458'RIGHT AND GO ABOUT 0.1 MILE TO THE BARN, TURN RIGHT
 JW1458'AROUND THE BARN, PASS THROUGH A
 JW1458'GATE AND GO 0.05 MILE, THEN TURN
 JW1458'LEFT AND GO WESTERLY ACROSS A FIELD FOR ABOUT 0.2
 JW1458'MILE TO THE FOOT
 JW1458'OF THE RIDGE, FROM HERE PACK UP THE POINT OF THE RIDGE FOR ABOUT
 JW1458'0.8 MILE TO THE
 JW1458'HIGHEST POINT AND THE STATION.  THE PACK REQUIRES
 JW1458'ABOUT 30 MINUTES.
 JW1458
 JW1458                          STATION RECOVERY (1956)
 JW1458
 JW1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1458'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND FOUND TO
 JW1458'BE IN GOOD CONDITION.  A
 JW1458'COMPLETE DESCRIPTION FOLLOWS-
 JW1458'
 JW1458'THE STATION IS LOCATED ON THE SUMMIT OF SOUTH BRANCH MOUNTAIN,
 JW1458'AIRLINE ABOUT 5 MILES
 JW1458'WEST-SOUTHWEST OF NEEDMORE, 6 MILES EAST-SOUTHEAST OF MOOREFIELD, AND
 JW1458'10 MILES NORTH OF MATHIAS.
 JW1458'
 JW1458'TO REACH THE STATION FROM THE POST OFFICE IN NEEDMORE GO WEST 0.8
 JW1458'MILE ON STATE HIGHWAY 55 TO
 JW1458'A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHWEST 1.6 MILES TO A
 JW1458'FORK.  TAKE THE RIGHT FORK, CROSS
 JW1458'OVER A SMALL WOODEN BRIDGE, AND GO WEST AND SOUTHWEST 2.3
 JW1458'MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 JW1458'SOUTH 0.1 MILE TO A BOARD GATE ON THE RIGHT.
 JW1458'(CONTINUE SOUTH AND EAST 0.1 MILE TO A SIDE ROAD AND THE
 JW1458'AZIMUTH MARK ON THE RIGHT.) TURN
 JW1458'RIGHT, PASS THROUGH THE GATE, AND GO WEST 0.1 MILE TO A T-ROAD.  TURN
 JW1458'RIGHT AND GO NORTHWEST 0.1 MILE TO A
 JW1458'GATE.  PASS THROUGH THE GATE AND GO NORTH AND WEST UP HILL 0.3
 JW1458'MILE TO THE END OF THE ROAD.  PACK ABOUT
 JW1458'45 MINUTES NORTHWEST UP A BLAZED TRAIL TO THE TOP
 JW1458'OF THE MOUNTAIN AND THE STATION.
 JW1458'
 JW1458'THE STATION MARK IS A STANDARD DISK STAMPED BRANCH 1941 CEMENTED IN A
 JW1458'DRILL HOLE IN THE TOP OF A
 JW1458'BOULDER THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 27 FEET
 JW1458'NORTHEAST OF A 16-INCH OAK TREE WITH A
 JW1458'TRIANGULAR BLAZE.
 JW1458'
 JW1458'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BRANCH NO 1 1941
 JW1458'CEMENTED IN A DRILL HOLE IN
 JW1458'THE TOP OF A BOULDER THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 JW1458'1 FOOT LOWER THAN THE STATION.
 JW1458'
 JW1458'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BRANCH NO 2 1941
 JW1458'CEMENTED IN A DRILL HOLE IN
 JW1458'THE TOP OF A BOULDER THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS
 JW1458'10 FEET SOUTHEAST OF THE TRIANGULAR
 JW1458'BLAZED OAK TREE AND 1 FOOT LOWER THAN THE STATION.
 JW1458'
 JW1458'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BRANCH 1941 CEMENTED IN A
 JW1458'DRILL HOLE IN THE TOP OF A
 JW1458'LARGE BOULDER THAT PROJECTS 3 FEET ABOVE THE GROUND.  IT IS 51 FEET
 JW1458'SOUTH OF THE CENTERLINE OF THE
 JW1458'ROAD, 33 FEET SOUTH OF A FENCE LINE, AND 100 FEET WEST OF
 JW1458'THE CENTERLINE OF A FARM ROAD.
 JW1458'
 JW1458'HEIGHT OF STAND- 10.72 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3447 ***********************************************************************
 HW3447  DESIGNATION -  BRANDYWINE
 HW3447  PID         -  HW3447
 HW3447  STATE/COUNTY-  WV/PENDLETON
 HW3447  USGS QUAD   -  BRANDYWINE (1979)
 HW3447
 HW3447                         *CURRENT SURVEY CONTROL
 HW3447  ___________________________________________________________________
 HW3447* NAD 83(1995)-  38 37 19.15907(N)    079 14 08.34163(W)     ADJUSTED  
 HW3447* NAVD 88     -       496.35   (+/-2cm)    1628.4    (feet)  VERTCON   
 HW3447  ___________________________________________________________________
 HW3447  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 HW3447  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HW3447
 HW3447  HORZ ORDER  -  THIRD
 HW3447  VERT ORDER  -  THIRD ? (See Below)
 HW3447
 HW3447.The horizontal coordinates were established by classical geodetic methods
 HW3447.and adjusted by the National Geodetic Survey in April 1998..
 HW3447
 HW3447.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3447.The vertical order pertains to the NGVD 29 superseded value.
 HW3447
 HW3447.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3447
 HW3447.The geoid height was determined by GEOID03.
 HW3447
 HW3447;                    North         East     Units Scale Factor Converg.
 HW3447;SPC WV S     -   181,487.998   753,632.929   MT  0.99995477   +1 05 26.6
 HW3447;SPC VA N     - 2,106,295.995 3,435,939.548   MT  0.99994839   -0 27 32.9
 HW3447;SPC VA N     - 6,910,406.11 11,272,745.00   sFT  0.99994839   -0 27 32.9
 HW3447;UTM  17      - 4,276,305.969   653,593.116   MT  0.99989051   +1 06 05.3
 HW3447
 HW3447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3447!SPC WV S     -   0.99992705  x   0.99995477  =   0.99988183
 HW3447!SPC VA N     -   0.99992705  x   0.99994839  =   0.99987545
 HW3447!UTM  17      -   0.99992705  x   0.99989051  =   0.99981757
 HW3447
 HW3447|---------------------------------------------------------------------|
 HW3447| PID    Reference Object                     Distance      Geod. Az  |
 HW3447|                                                           dddmmss.s |
 HW3447| DC3880 BRANDYWINE RM 1                      15.815 METERS 02246     |
 HW3447| DC3879 BRANDYWINE AZ MK                                   1244948.6 |
 HW3447| HW1513 H 61                                 71.528 METERS 29627     |
 HW3447| HW1514 BRANDYWINE 2                         37.680 METERS 32406     |
 HW3447|---------------------------------------------------------------------|
 HW3447
 HW3447                          SUPERSEDED SURVEY CONTROL
 HW3447
 HW3447  NAD 83(1995)-  38 37 19.16016(N)    079 14 08.34283(W) AD(       ) 3
 HW3447  NAD 83(1986)-  38 37 19.16124(N)    079 14 08.34720(W) AD(       ) 3
 HW3447  NAD 27      -  38 37 18.73990(N)    079 14 09.21170(W) AD(       ) 3
 HW3447  NGVD 29 (07/19/86)  496.46   (m)         1628.8    (f) LEVELING    3  
 HW3447
 HW3447.Superseded values are not recommended for survey control.
 HW3447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3447.See file dsdata.txt to determine how the superseded data were derived.
 HW3447
 HW3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC5359376306(NAD 83)
 HW3447_MARKER: DS = TRIANGULATION STATION DISK
 HW3447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3447
 HW3447  HISTORY     - Date     Condition        Report By
 HW3447  HISTORY     - 1956     MONUMENTED       CGS
 HW3447  HISTORY     - 1971     SEE DESCRIPTION  NGS
 HW3447
 HW3447                          STATION DESCRIPTION
 HW3447
 HW3447'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3447'THE STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 33 FOR0.45 MI
 HW3447'EAST OF BRANDYWINE, ABOUT
 HW3447'6 MILES AIRLINE EAST-SOUTHEAST OF FRANKLIN, AND ABOUT 9 MILES
 HW3447'AIRLINE NORTHEAST OF SUGAR GROVE.
 HW3447'
 HW3447'TO REACH THE STATION FROM THE POST OFFICE IN BRANDYWINE GO SOUTH
 HW3447'ABOUT 25 YARDS TO A T-ROAD.
 HW3447'TURN LEFT AND GO EAST ON U.S. HIGHWAY 33 FOR 0.45 MILE TO THE STATION
 HW3447'ON THE RIGHT.
 HW3447'
 HW3447'THE STATION MARK IS A STANDARD DISK STAMPED BRANDYWINE 1956 SET IN
 HW3447'THE TOP OF A 10-INCH SQUARE
 HW3447'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 26.5
 HW3447'FEET SOUTH OF THE CENTERLINE OF THE
 HW3447'HIGHWAY AND 6 FEET EAST OF A TELEPHONE POLE.
 HW3447'
 HW3447'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BRANDYWINE NO 1
 HW3447'1956 CEMENTED IN A DRILL HOLE
 HW3447'IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE SURROUNDING ROCK.  IT
 HW3447'IS 25 FEET NORTH OF THE CENTERLINE
 HW3447'OF THE HIGHWAY AND 3 FEET HIGHER THAN THE STATION.
 HW3447'
 HW3447'REFERENCE MARK NUMBER 2 IS A U.S. COAST AND GEODETIC SURVEY BENCH
 HW3447'MARK DISK STAMPED H61
 HW3447'1935 CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHEAST CORNER
 HW3447'ABUTMENT OF A CONCRETE BRIDGE.
 HW3447'IT IS 14 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HW3447'6 INCHES HIGHER THAN THE SURFACE OF THE ROAD, AND
 HW3447'2 FEET LOWER THAN THE STATION.
 HW3447'
 HW3447'THE AZIMUTH MARK IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 33 AND
 HW3447'IS A STANDARD DISK
 HW3447'STAMPED BRANDYWINE 1956 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 HW3447'POST THAT IS FLUSH WITH THE
 HW3447'GROUND.  IT IS 27 FEET NORTH OF THE CENTERLINE OF THE
 HW3447'HIGHWAY, 3 FEET SOUTH OF A FENCE CORNER, AND
 HW3447'19 FEET WEST OF THE CENTERLINE OF A
 HW3447'DRIVEWAY.
 HW3447'
 HW3447'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S. HIGHWAY 33
 HW3447'FOR 0.4 MILE TO A DRIVEWAY
 HW3447'AND THE AZIMUTH MARK ON THE LEFT.
 HW3447
 HW3447                          STATION RECOVERY (1971)
 HW3447
 HW3447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HW3447'THE STATION MARK WAS FOUND DISTURBED AND LEANING OUT OF POSITION.
 HW3447'THE SUBSURFACE
 HW3447'MARK WAS RECOVERED AND USED TO ESTABLISH A NEW STATION
 HW3447'BRANDYWINE 2 FROM.  THE MARKER
 HW3447'WAS IN THE WAY OF NEW HIGHWAY CONSTRUCTION
 HW3447'AND THE STATION WAS MOVED BY THE REQUEST OF THE
 HW3447'WEST VIRGINIA
 HW3447'STATE ROAD COMISSION.
 HW3447'
 HW3447'REFERENCE MARK NO. 1 WAS NOT RECOVERED AND IS BELIEVED DEFINITELY
 HW3447'DESTROYED.
 HW3447'
 HW3447'REFERENCE MARK NO. 2 (BM H 61 1935) WAS RECOVERED IN GOOD CONDITION.
 HW3447'HOWEVER, IT WILL
 HW3447'BE DESTROYED WHEN THE OLD BRIDGE IN WHICH IT
 HW3447'IS SET IS DEMOLISHED AFTER THE NEW
 HW3447'BRIDGE IS CONSTRUCTED.
 HW3447'
 HW3447'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HW3447'IT WAS USED FOR
 HW3447'THE AZIMUTH MARK TO THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1514 ***********************************************************************
 HW1514  DESIGNATION -  BRANDYWINE 2
 HW1514  PID         -  HW1514
 HW1514  STATE/COUNTY-  WV/PENDLETON
 HW1514  USGS QUAD   -  BRANDYWINE (1979)
 HW1514
 HW1514                         *CURRENT SURVEY CONTROL
 HW1514  ___________________________________________________________________
 HW1514* NAD 83(1995)-  38 37 20.14881(N)    079 14 09.25517(W)     ADJUSTED  
 HW1514* NAVD 88     -       496.13   (+/-2cm)    1627.7    (feet)  VERTCON   
 HW1514  ___________________________________________________________________
 HW1514  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 HW1514  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HW1514
 HW1514  HORZ ORDER  -  THIRD
 HW1514  VERT ORDER  -  THIRD (See Below)
 HW1514
 HW1514.The horizontal coordinates were established by classical geodetic methods
 HW1514.and adjusted by the National Geodetic Survey in April 1998..
 HW1514.No horizontal observational check was made to the station.
 HW1514
 HW1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1514.The vertical order pertains to the NGVD 29 superseded value.
 HW1514
 HW1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW1514
 HW1514.The geoid height was determined by GEOID03.
 HW1514
 HW1514;                    North         East     Units Scale Factor Converg.
 HW1514;SPC WV S     -   181,518.090   753,610.254   MT  0.99995481   +1 05 26.0
 HW1514;SPC VA N     - 2,106,326.689 3,435,917.696   MT  0.99994839   -0 27 33.4
 HW1514;SPC VA N     - 6,910,506.81 11,272,673.31   sFT  0.99994839   -0 27 33.4
 HW1514;UTM  17      - 4,276,336.055   653,570.437   MT  0.99989043   +1 06 04.8
 HW1514
 HW1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW1514!SPC WV S     -   0.99992709  x   0.99995481  =   0.99988190
 HW1514!SPC VA N     -   0.99992709  x   0.99994839  =   0.99987548
 HW1514!UTM  17      -   0.99992709  x   0.99989043  =   0.99981752
 HW1514
 HW1514:                Primary Azimuth Mark                     Grid Az
 HW1514:SPC WV S     -  BRANDYWINE AZ MK                         124 43 52.0
 HW1514:SPC VA N     -  BRANDYWINE AZ MK                         126 16 51.4
 HW1514:UTM  17      -  BRANDYWINE AZ MK                         124 43 13.2
 HW1514
 HW1514|---------------------------------------------------------------------|
 HW1514| PID    Reference Object                     Distance      Geod. Az  |
 HW1514|                                                           dddmmss.s |
 HW1514| DC3879 BRANDYWINE AZ MK                                   1254918.0 |
 HW1514| HW3447 BRANDYWINE                           37.680 METERS 14406     |
 HW1514| HW3449 BENCH MK H 61 1956 RESET 1972        41.284 METERS 22612     |
 HW1514| HW1515 BRANDYWINE 2 RM 3                    24.445 METERS 28143     |
 HW1514| HW1516 BRANDYWINE 2 RM 4                     8.775 METERS 31106     |
 HW1514|---------------------------------------------------------------------|
 HW1514
 HW1514                          SUPERSEDED SURVEY CONTROL
 HW1514
 HW1514  NAD 83(1995)-  38 37 20.14990(N)    079 14 09.25637(W) AD(       ) 3
 HW1514  NAD 83(1986)-  38 37 20.15098(N)    079 14 09.26074(W) AD(       ) 3
 HW1514  NAD 27      -  38 37 19.72957(N)    079 14 10.12517(W) AD(       ) 3
 HW1514  NGVD 29 (09/25/03)  496.24   (m)         1628.1    (f) RESET       3  
 HW1514
 HW1514.Superseded values are not recommended for survey control.
 HW1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1514.See file dsdata.txt to determine how the superseded data were derived.
 HW1514
 HW1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC5357076336(NAD 83)
 HW1514_MARKER: DS = TRIANGULATION STATION DISK
 HW1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1514_STAMPING: BRANDYWINE 2 1971
 HW1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1514+STABILITY: SURFACE MOTION
 HW1514
 HW1514  HISTORY     - Date     Condition        Report By
 HW1514  HISTORY     - 1971     MONUMENTED       NGS
 HW1514  HISTORY     - 1971     GOOD             NGS
 HW1514  HISTORY     - 1972     GOOD             NGS
 HW1514
 HW1514                          STATION DESCRIPTION
 HW1514
 HW1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HW1514'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 33, ABOUT
 HW1514'0.45 MILE EAST OF
 HW1514'THE CENTER OF BRANDYWINE, ABOUT 6 MILES AIRLINE EAST-
 HW1514'SOUTHEAST OF FRANKLIN, AND ABOUT 9
 HW1514'MILES AIRLINE NORTHEAST OF SUGAR GROVE.
 HW1514'
 HW1514'TO REACH THE STATION FROM THE MAIN CROSSROAD IN BRANDYWINE, 0.1 MILE
 HW1514'WEST OF THE POST
 HW1514'OFFICE, GO EAST-SOUTHEAST ON U.S. HIGHWAY 33 FOR 0.5 MILE
 HW1514'TO WHERE HIGHWAY CROSSES OVER HAWES
 HW1514'RUN AND THE STATION ON THE LEFT ABOUT
 HW1514'140 FEET TO THE EAST AS DESCRIBED.
 HW1514'
 HW1514'THE STATION MARK IS A STANDARD DISK STAMPED BRANDYWINE 2 1971 SET
 HW1514'IN THE TOP OF A
 HW1514'LARGE ROUND CONCRETE POST THAT PROJECTS ABOUT 3 INCHES
 HW1514'ABOVE THE GROUND.  IT IS 170 FEET
 HW1514'EAST-SOUTHEAST OF THE CENTER OF HAWES
 HW1514'RUN, 140 FEET EAST OF THE CENTER OF THE NEW HIGHWAY
 HW1514'BRIDGE, 90 FEET NORTH-
 HW1514'NORTHEAST OF THE CENTERLINE OF NEW HIGHWAY, 80.5 FEET EAST-SOUTHEAST
 HW1514'OF TELEPHONE POLE
 HW1514'NO. 25/17 C AND P W.VA., 31 FEET NORTH-NORTHEAST OF THE CENTERLINE
 HW1514'OF THE OLD HIGHWAY, 25 FEET
 HW1514'SOUTHWEST OF A ROCKY BLUFF, AND 3 FEET
 HW1514'SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 HW1514'
 HW1514'REFERENCE MARK NO. 3 IS A REFERENCE MARK DISK STAMPED BRANDYWINE 2
 HW1514'NO 3 1971, SET IN
 HW1514'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT
 HW1514'4 INCHES ABOVE THE GROUND.  IT IS 92
 HW1514'FEET EAST-NORTHEAST OF THE CENTER OF
 HW1514'HAWES RUN, 90 FEET NORTHEAST OF THE CENTERLINE OF NEW
 HW1514'HIGHWAY, 30 FEET
 HW1514'NORTH-NORTHEAST OF CENTERLINE OF OLD HIGHWAY, 20 FEET SOUTHWEST OF
 HW1514'THE FACE OF A
 HW1514'CLIFF, AND 5.5 FEET NORTHEAST OF TELEPHONE POLE NO. 25/17 C AND P
 HW1514'W. VA.
 HW1514'
 HW1514'REFERENCE MARK NO. 4 IS A REFERENCE MARK DISK STAMPED BRANDYWINE 2
 HW1514'NO 4 1971, SET IN
 HW1514'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 HW1514'ABOUT 5-INCHES ABOVE THE GROUND.  IT
 HW1514'IS 107 FEET NORTHEAST OF THE CENTERLINE
 HW1514'OF THE NEW HIGHWAY, 58.5 FEET EAST OF TELEPHONE LINE
 HW1514'POLE NO. 24/17 C
 HW1514'AND P W.VA., 43.5 FEET NORTHEAST OF THE CENTERLINE OF OLD HIGHWAY, 3
 HW1514'FEET NORTH-NORTHEAST OF
 HW1514'A SIX INCH SYCAMORE TREE, AND 3 FEET SOUTHWEST OF A CAIRN.
 HW1514'
 HW1514'THE AZIMUTH MARK IS LOCATED ON THE NORTHEAST SIDE OF U.S. HIGHWAY 33,
 HW1514'AND IS A STANDARD
 HW1514'DISK SET IN THE TOP OF A SQUARE 10-INCH CONCRETE POST
 HW1514'THAT IS FLUSH WITH THE GROUND AND
 HW1514'THE DISK IS STAMPED BRANDYWINE 1956.
 HW1514'IT IS 143 FEET SOUTHEAST OF UTILITY POLE NO. M9/713,
 HW1514'130 FEET NORTHWEST
 HW1514'OF UTILITY POLE NO. M9-715 THAT IS LOCATED AT MOUTH OF A HOLLOW, 104
 HW1514'FEET SOUTHEAST OF A
 HW1514'FENCE CORNER, 59.5 FEET WEST OF THE NORTHWEST CORNER OF
 HW1514'SMALL COTTAGE, 58.5 FEET
 HW1514'WEST-SOUTHWEST OF THE WEST CORNER OF AN OLD SHED
 HW1514'AND GARAGE, 27 FEET NORTHEAST OF THE
 HW1514'CENTERLINE OF HIGHWAY, AND 19 FEET
 HW1514'NORTHWEST OF THE CENTERLINE OF A DRIVEWAY.
 HW1514'
 HW1514'TO REACH FROM STATION GO SOUTHEAST ON HIGHWAY FOR 0.4 MILE TO MARK.
 HW1514
 HW1514                          STATION RECOVERY (1971)
 HW1514
 HW1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HW1514'AT BRANDYWINE.
 HW1514'AT BRANDYWINE, ON U.S. HIGHWAY 33, AT EAST EDGE OF TOWN, 170
 HW1514'FEET EAST SOUTHEAST OF THE CENTER OF HAWES RUN, 140 FEET EAST
 HW1514'OF THE CENTER OF A NEW HIGHWAY BRIDGE, 90 FEET NORTH NORTHEAST
 HW1514'OF THE CENTERLINE OF NEW HIGHWAY, 80.5 FEET EAST SOUTHEAST OF
 HW1514'TELEPHONE POLE NO. 25/17 C AND P W. VA., 31 FEET NORTH NORTHEAST
 HW1514'OF THE CENTERLINE OF OLD HIGHWAY, 25 FEET SOUTHWEST OF A ROCKY
 HW1514'BLUFF, AND 3 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 HW1514'THE DISK IS SET IN THE TOP OF A LARGE ROUND CONCRETE MONUMENT
 HW1514'THAT PROJECTS ABOUT 3-INCHES ABOVE THE GROUND.
 HW1514
 HW1514                          STATION RECOVERY (1972)
 HW1514
 HW1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HW1514'THE STATION, REFERENCE MARK NO. 4 AND THE AZIMUTH MARK WERE ALL
 HW1514'RECOVERED AND
 HW1514'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 3 HAS
 HW1514'BEEN BULLDOZED OUT AND NO LONGER
 HW1514'EXISTS.  A NEW BENCH MARK, H 61 RESET
 HW1514'WAS ESTABLISHED AND USED FOR REFERENCE MARK NO. 5.
 HW1514'A COMPLETE DESCRIPTION  FOLLOWS-
 HW1514'
 HW1514'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 33 AT THE
 HW1514'EAST EDGE OF
 HW1514'BRANDYWINE.  IT IS ABOUT 9.0 MILES NORTHEAST OF SUGAR GROVE,
 HW1514'EAST-SOUTHEAST OF FRANKLIN.
 HW1514'
 HW1514'TO REACH THE STATION FROM THE MAIN CROSSROAD IN BRANDYWINE, ABOUT
 HW1514'0.1 MILE WEST OF
 HW1514'THE POST OFFICE, GO EAST-SOUTHEAST ON U.S. HIGHWAY 33
 HW1514'FOR 0.5 MILE TO WHERE HIGHWAY
 HW1514'CROSSES HAWES RUN AND THE STATION ON THE
 HW1514'LEFT, JUST BEYOND.
 HW1514'
 HW1514'THE STATION IS ABOUT 170 FEET SOUTHEAST OF THE CENTER OF HAWES RUN,
 HW1514'ABOUT 140 FEET
 HW1514'NORTHEAST OF THE CENTER OF A BOX CULVERT UNDER THE HIGHWAY,
 HW1514'95 FEET NORTH-NORTHEAST OF THE
 HW1514'CENTERLINE OF THE HIGHWAY, 81.2
 HW1514'FEET EAST-SOUTHEAST OF TELEPHONE POLE NO. 25/17 C
 HW1514'AND P W VA, 25 FEET SOUTHWEST
 HW1514'OF A ROCKY BLUFF, 3.0 FEET SOUTHWEST OF A METAL WITNESS POST AND
 HW1514'SIGN, AND 1.5 FEET
 HW1514'NORTH-NORTHEAST OF ANOTHER METAL WITNESS POST AND SIGN.
 HW1514'THE MARK IS A TRIANGULATION C
 HW1514'AND GS STATION DISK SET IN THE TOP OF A ROUND
 HW1514'12-INCH CONCRETE MONUMENT THAT PROJECTS
 HW1514'3-INCHES.  THE SUBSURFACE MARK
 HW1514'IS 30-INCHES BELOW THE SURFACE OF GROUND.  THE DISKS ARE STAMPED,
 HW1514'BRANDYWINE 2 1971.
 HW1514'
 HW1514'REFERENCE MARK NO. 4 IS 112 FEET NORTHEAST OF THE CENTERLINE OF
 HW1514'HIGHWAY, 59.5 FEET
 HW1514'EAST OF TELEPHONE POLE NO 25/17, 3.0 FEET NORTHEAST OF
 HW1514'A 6-INCH SYCAMORE TREE, AND 3.0 FEET
 HW1514'SOUTHWEST OF A ROCK CAIRN.  IT IS
 HW1514'A C AND GS REFERENCE MARK DISK SET IN THE TOP OF A
 HW1514'ROUND CONCRETE POST THAT
 HW1514'PROJECTS 6-INCHES.  THE DISK IS STAMPED, BRANDYWINE 2 NO 4 1971.
 HW1514'
 HW1514'REFERENCE MARK NO. 5 IS, C AND GS BM H 61 RESET 1972.  IT IS A BENCH
 HW1514'MARK DISK SET IN A
 HW1514'DRILL HOLE IN THE TOP AND NEAR THE SOUTHEAST CORNER OF A
 HW1514'CONCRETE BOX CULVERT UNDER U.S.
 HW1514'HIGHWAY 33.  IT IS 24 FEET SOUTHWEST OF
 HW1514'THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET
 HW1514'NORTHWEST OF A JOG IN CULVERT
 HW1514'AND WHERE THE WINGWALL STARTS SLOPE TO THE SOUTHEAST.  THE
 HW1514'DISK IS STAMPED, H 61 RESET 1972.
 HW1514'
 HW1514'THE AZIMUTH MARK IS LOCATED ON THE NORTHEAST SIDE OF U.S. HIGHWAY 33,
 HW1514'143 FEET SOUTHEAST
 HW1514'OF UTILITY POLE NO. M9-713, 130 FEET NORTHWEST OF
 HW1514'UTILITY POLE NO. M9-715 THAT IS
 HW1514'LOCATED AT MOUTH OF A HOLLOW, 104 FEET
 HW1514'SOUTHEAST OF A FENCE CORNER, 59.5 FEET WEST OF THE
 HW1514'NORTHWEST CORNER OF A
 HW1514'SMALL COTTAGE, 58.5 FEET WEST-SOUTHWEST OF THE WEST CORNER OF AN OLD
 HW1514'SHED AND GARAGE, 27
 HW1514'FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 33, AND
 HW1514'19 FEET NORTHWEST OF THE
 HW1514'CENTERLINE OF A DRIVEWAY.  THE MARK IS A C AND GS
 HW1514'AZIMUTH MARK DISK SET IN THE TOP OF A
 HW1514'SQUARE CONCRETE POST THAT IS
 HW1514'FLUSH WITH SURFACE OF GROUND AND IS 10-INCHES SQUARE AT
 HW1514'ITS TOP.  THE DISK
 HW1514'IS STAMPED, BRANDYWINE 1956.
 HW1514'
 HW1514'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON U.S.
 HW1514'HIGHWAY 33 FOR 0.4
 HW1514'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 HW1514'
 HW1514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT BRANDYWINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1515 ***********************************************************************
 HW1515  DESIGNATION -  BRANDYWINE 2 RM 3
 HW1515  PID         -  HW1515
 HW1515  STATE/COUNTY-  WV/PENDLETON
 HW1515  USGS QUAD   -  BRANDYWINE (1979)
 HW1515
 HW1515                         *CURRENT SURVEY CONTROL
 HW1515  ___________________________________________________________________
 HW1515* NAD 83(1986)-  38 37 19.     (N)    079 14 09.     (W)     SCALED    
 HW1515* NAVD 88     -       494.76   (+/-2cm)    1623.2    (feet)  VERTCON   
 HW1515  ___________________________________________________________________
 HW1515  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HW1515
 HW1515  VERT ORDER  -  THIRD (See Below)
 HW1515
 HW1515.The horizontal coordinates were scaled from a topographic map and have
 HW1515.an estimated accuracy of +/- 6 seconds.
 HW1515
 HW1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1515.The vertical order pertains to the NGVD 29 superseded value.
 HW1515
 HW1515.The geoid height was determined by GEOID03.
 HW1515
 HW1515;                    North         East    Units  Estimated Accuracy
 HW1515;SPC WV S     -   181,480.      753,620.      MT  (+/- 180 meters Scaled)
 HW1515
 HW1515                          SUPERSEDED SURVEY CONTROL
 HW1515
 HW1515  NGVD 29 (09/25/03)  494.87   (m)         1623.6    (f) RESET       3  
 HW1515
 HW1515.Superseded values are not recommended for survey control.
 HW1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1515.See file dsdata.txt to determine how the superseded data were derived.
 HW1515
 HW1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC535763(NAD 83)
 HW1515_MARKER: DR = REFERENCE MARK DISK
 HW1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1515_STAMPING: BRANDYWINE 2 NO 3 1971
 HW1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1515+STABILITY: SURFACE MOTION
 HW1515
 HW1515  HISTORY     - Date     Condition        Report By
 HW1515  HISTORY     - 1971     MONUMENTED       NGS
 HW1515
 HW1515                          STATION DESCRIPTION
 HW1515
 HW1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HW1515'AT BRANDYWINE.
 HW1515'AT BRANDYWINE, ON U.S. HIGHWAY 33, AT EAST EDGE OF TOWN, 92
 HW1515'FEET EAST NORTHEAST OF THE CENTER OF HAWES RUN, 90 FEET NORTHEAST
 HW1515'OF THE CENTERLINE OF NEW HIGHWAY, 30 FEET NORTH NORTHEAST OF THE
 HW1515'CENTERLINE OF OLD HIGHWAY, 20 FEET SOUTHWEST OF FACE OF A CLIFF,
 HW1515'AND 5.5 FEET NORTHEAST OF TELEPHONE POLE NO. 25/17 C AND P
 HW1515'W. VA..  THE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 HW1515'THAT PROJECTS ABOUT 4-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1516 ***********************************************************************
 HW1516  DESIGNATION -  BRANDYWINE 2 RM 4
 HW1516  PID         -  HW1516
 HW1516  STATE/COUNTY-  WV/PENDLETON
 HW1516  USGS QUAD   -  BRANDYWINE (1979)
 HW1516
 HW1516                         *CURRENT SURVEY CONTROL
 HW1516  ___________________________________________________________________
 HW1516* NAD 83(1986)-  38 37 19.     (N)    079 14 09.     (W)     SCALED    
 HW1516* NAVD 88     -       496.39   (+/-2cm)    1628.6    (feet)  VERTCON   
 HW1516  ___________________________________________________________________
 HW1516  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HW1516
 HW1516  VERT ORDER  -  THIRD (See Below)
 HW1516
 HW1516.The horizontal coordinates were scaled from a topographic map and have
 HW1516.an estimated accuracy of +/- 6 seconds.
 HW1516
 HW1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1516.The vertical order pertains to the NGVD 29 superseded value.
 HW1516
 HW1516.The geoid height was determined by GEOID03.
 HW1516
 HW1516;                    North         East    Units  Estimated Accuracy
 HW1516;SPC WV S     -   181,480.      753,620.      MT  (+/- 180 meters Scaled)
 HW1516
 HW1516                          SUPERSEDED SURVEY CONTROL
 HW1516
 HW1516  NGVD 29 (09/25/03)  496.51   (m)         1629.0    (f) RESET       3  
 HW1516
 HW1516.Superseded values are not recommended for survey control.
 HW1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1516.See file dsdata.txt to determine how the superseded data were derived.
 HW1516
 HW1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC535763(NAD 83)
 HW1516_MARKER: DR = REFERENCE MARK DISK
 HW1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1516_STAMPING: BRANDYWINE 2 NO 4 1971
 HW1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1516+STABILITY: SURFACE MOTION
 HW1516
 HW1516  HISTORY     - Date     Condition        Report By
 HW1516  HISTORY     - 1971     MONUMENTED       NGS
 HW1516
 HW1516                          STATION DESCRIPTION
 HW1516
 HW1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HW1516'AT BRANDYWINE.
 HW1516'AT BRANDYWINE, ON U.S. HIGHWAY 33, AT EAST EDGE OF TOWN, ABOUT
 HW1516'165 FEET EAST SOUTHEAST OF HAWES RUN, 28.79 FEET NORTH NORTHWEST
 HW1516'OF TRIANGULATION STATION BRANDYWINE 2, 107 FEET NORTH NORTHEAST OF
 HW1516'THE CENTERLINE OF NEW HIGHWAY, 58.5 FEET EAST OF TELEPHONE POLE
 HW1516'NO. 25/17 C AND P W. VA., 43.5 FEET NORTHEAST OF CENTERLINE OF
 HW1516'OLD HIGHWAY, 3 FEET NORTH NORTHEAST OF A SIX INCH SYCAMORE TREE,
 HW1516'AND 3 FEET SOUTHWEST OF A CAIRN.  THE DISK IS SET IN THE TOP OF A
 HW1516'ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 5-INCHES ABOVE THE
 HW1516'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1425 ***********************************************************************
 JW1425  DESIGNATION -  BRANNON
 JW1425  PID         -  JW1425
 JW1425  STATE/COUNTY-  WV/BERKELEY
 JW1425  USGS QUAD   -  WHITE HALL (1984)
 JW1425
 JW1425                         *CURRENT SURVEY CONTROL
 JW1425  ___________________________________________________________________
 JW1425* NAD 83(1995)-  39 21 42.89204(N)    078 11 07.50194(W)     ADJUSTED  
 JW1425* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 JW1425  ___________________________________________________________________
 JW1425  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 JW1425  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JW1425
 JW1425  HORZ ORDER  -  SECOND
 JW1425
 JW1425.The horizontal coordinates were established by classical geodetic methods
 JW1425.and adjusted by the National Geodetic Survey in April 1998..
 JW1425
 JW1425.The orthometric height was scaled from a topographic map.
 JW1425
 JW1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1425
 JW1425.The geoid height was determined by GEOID03.
 JW1425
 JW1425;                    North         East     Units Scale Factor Converg.
 JW1425;SPC WV N     -    96,515.789   713,285.612   MT  0.99995130   +0 50 18.3
 JW1425;SPC VA N     - 2,188,226.970 3,527,112.639   MT  1.00003275   +0 11 46.8
 JW1425;SPC VA N     - 7,179,207.98 11,571,868.72   sFT  1.00003275   +0 11 46.8
 JW1425;UTM  17      - 4,360,718.989   742,492.469   MT  1.00032407   +1 47 09.3
 JW1425
 JW1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1425!SPC WV N     -   0.99997460  x   0.99995130  =   0.99992590
 JW1425!SPC VA N     -   0.99997460  x   1.00003275  =   1.00000735
 JW1425!UTM  17      -   0.99997460  x   1.00032407  =   1.00029866
 JW1425
 JW1425|---------------------------------------------------------------------|
 JW1425| PID    Reference Object                     Distance      Geod. Az  |
 JW1425|                                                           dddmmss.s |
 JW1425| CJ8144 BRANNON RM 1                         59.265 METERS 03149     |
 JW1425| CJ8143 BRANNON AZ MK                                      0470358.5 |
 JW1425| CJ8145 BRANNON RM 2                        106.440 METERS 30151     |
 JW1425|---------------------------------------------------------------------|
 JW1425
 JW1425                          SUPERSEDED SURVEY CONTROL
 JW1425
 JW1425  NAD 83(1995)-  39 21 42.89202(N)    078 11 07.50189(W) AD(       ) 2
 JW1425  NAD 83(1995)-  39 21 42.89252(N)    078 11 07.50541(W) AD(       ) 2
 JW1425  NAD 83(1986)-  39 21 42.89273(N)    078 11 07.50998(W) AD(       ) 2
 JW1425  NAD 27      -  39 21 42.53500(N)    078 11 08.49900(W) AD(       ) 2
 JW1425
 JW1425.Superseded values are not recommended for survey control.
 JW1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1425.See file dsdata.txt to determine how the superseded data were derived.
 JW1425
 JW1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4249260719(NAD 83)
 JW1425_MARKER: DS = TRIANGULATION STATION DISK
 JW1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1425
 JW1425  HISTORY     - Date     Condition        Report By
 JW1425  HISTORY     - 1935     MONUMENTED       CGS
 JW1425  HISTORY     - 1972     MARK NOT FOUND   WVUNI
 JW1425
 JW1425                          STATION DESCRIPTION
 JW1425
 JW1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JW1425'STATION IS LOCATED ON OR NEAR STATE LINE ON PROPERTY OF
 JW1425'MR. LEWIS BRANNON.
 JW1425'IT IS ON TOP OF A BARE HILL ABOUT 200 YARDS
 JW1425'W OF ROAD AND STATE LINE MONUMENT, 25
 JW1425'FEET SW OF A 12-INCH SWEETGUM,
 JW1425'THE ONLY TREE NEARBY.  MARK PROJECTS 2 INCHES.
 JW1425'
 JW1425'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JW1425'BRONZE DISKS SET IN CONCRETE.
 JW1425'
 JW1425'REFERENCE MARK NO. 1 IS 106.44 METERS (349.21 FEET) NW OF
 JW1425'STATION, 4 PACES
 JW1425'SE OF CLUSTER OF 4 OAK TREES ON S EDGE OF WOODS,
 JW1425'AND PROJECTS 3 INCHES.
 JW1425'
 JW1425'REFERENCE MARK NO. 2 IS 59.265 METERS (194.44 FEET) NNE OF
 JW1425'STATION, 5 FEET E
 JW1425'OF A 4-INCH PINE, 5 FEET W OF A 4-INCH PINE, ON
 JW1425'S EDGE OF WOODS, AND PROJECTS 3 INCHES.
 JW1425'
 JW1425'THE AZIMUTH MARK IS 1 MILE NE OF STATION ON PROPERTY OF W.L.
 JW1425'PARKINSON, ACROSS
 JW1425'ROAD FROM HOUSE, AT SW CORNER OF GARDEN, 4 PACES
 JW1425'E OF CENTER OF ROAD, 18 PACES W OF
 JW1425'NW CORNER OF BARN AND PROJECTS 2 INCHES.
 JW1425'
 JW1425'TO REACH FROM MARTINSBURG, GO S ON U.S. HIGHWAY 11 ABOUT 7
 JW1425'MILES TO JUNCTION
 JW1425'WITH ROUTE 51 AT INWOOD, TURN RIGHT ON ROUTE 51
 JW1425'AND GO 5.2 MILES TO CROSSROADS AT
 JW1425'MILLS GAP, HERE TURN LEFT ON
 JW1425'ROUTE 45 AND GO 2.8 MILES TO GLENGARY.  HERE GO S ON
 JW1425'WINCHESTER
 JW1425'ROAD 1.1 MILES TO FORK, BEAR RIGHT AND GO 1.6 MILES TO T-ROAD, TURN
 JW1425'RIGHT AND GO 0.3
 JW1425'MILE TO STATE LINE AND STATION 200 YARDS WESTWARD.
 JW1425'
 JW1425'A 4-FOOT STAND WAS USED.
 JW1425
 JW1425                          STATION RECOVERY (1972)
 JW1425
 JW1425'RECOVERY NOTE BY WEST VIRGINIA UNIVERSITY 1972 (JRB)
 JW1425'BRANNON NO. 1, 1935 RECOVERED GOOD - VERY NEAR STATE LINE IN 4 INCH
 JW1425'SQUARE CONCRETE POST PROJECTING SEVERAL INCHES, IN HEAVY WOODS,
 JW1425'NEARBY REMNANTS OF FENCE STATE LINE.
 JW1425'
 JW1425'STATION MARKER AND REF. NO. 2 WERE SEARCHED FOR BUT NOT FOUND.
 JW1425'THE SEARCH WAS NOT EXHAUSTIVE, HOWEVER, AND THESE DISKS PROBABLY
 JW1425'STILL EXIST.
 JW1425'
 JW1425'DISTANCE AND DIRECTION FROM NEAREST TOWN--12.5 MILES NORTH OF
 JW1425'WINCHESTER, VA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1319 ***********************************************************************
 JW1319  DESIGNATION -  BRASS PIN NEAR LUKE 1956
 JW1319  PID         -  JW1319
 JW1319  STATE/COUNTY-  WV/TUCKER
 JW1319  USGS QUAD   -  PARSONS (1995)
 JW1319
 JW1319                         *CURRENT SURVEY CONTROL
 JW1319  ___________________________________________________________________
 JW1319* NAD 83(1995)-  39 07 10.58247(N)    079 38 26.20412(W)     ADJUSTED  
 JW1319* NAVD 88     -       818.     (meters)    2684.     (feet)  SCALED    
 JW1319  ___________________________________________________________________
 JW1319  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 JW1319  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JW1319
 JW1319  HORZ ORDER  -  SECOND
 JW1319
 JW1319.The horizontal coordinates were established by classical geodetic methods
 JW1319.and adjusted by the National Geodetic Survey in April 1998..
 JW1319
 JW1319.The orthometric height was scaled from a topographic map.
 JW1319
 JW1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1319
 JW1319.The geoid height was determined by GEOID03.
 JW1319
 JW1319;                    North         East     Units Scale Factor Converg.
 JW1319;SPC WV N     -    68,796.333   587,840.054   MT  0.99997954   -0 05 22.8
 JW1319;UTM  17      - 4,330,929.224   617,515.606   MT  0.99977004   +0 51 28.1
 JW1319
 JW1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1319!SPC WV N     -   0.99987657  x   0.99997954  =   0.99985611
 JW1319!UTM  17      -   0.99987657  x   0.99977004  =   0.99964664
 JW1319
 JW1319                          SUPERSEDED SURVEY CONTROL
 JW1319
 JW1319  NAD 83(1995)-  39 07 10.59072(N)    079 38 26.21689(W) AD(       ) 2
 JW1319  NAD 83(1986)-  39 07 10.59065(N)    079 38 26.21705(W) AD(       ) 2
 JW1319  NAD 27      -  39 07 10.20190(N)    079 38 26.99530(W) AD(       ) 2
 JW1319
 JW1319.Superseded values are not recommended for survey control.
 JW1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1319.See file dsdata.txt to determine how the superseded data were derived.
 JW1319
 JW1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1751630929(NAD 83)
 JW1319_MARKER: I = METAL ROD
 JW1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1319_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1319+STABILITY: SURFACE MOTION
 JW1319
 JW1319  HISTORY     - Date     Condition        Report By
 JW1319  HISTORY     - 1956     MONUMENTED       CGS
 JW1319
 JW1319                          STATION DESCRIPTION
 JW1319
 JW1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JW1319'TO REACH THE STATION FROM THE RAILROAD STATION IN PARSONS GO NORTH ON
 JW1319'U.S. HIGHWAY 219 FOR 0.05 MILE
 JW1319'TO THE JUNCTION OF STATE HIGHWAY 72.  TURN RIGHT, EAST, AND GO ON
 JW1319'U.S.  HIGHWAY 219 AND STATE HIGHWAY 72
 JW1319'FOR 1.65 MILES TO THE JUNCTION OF U.S. HIGHWAY 219 AND
 JW1319'STATE HIGHWAY 72.  KEEP LEFT, NORTHEAST, ON U.S.
 JW1319'HIGHWAY 219 FOR 3.05 MILES TO THE
 JW1319'MACKEYVILLE ROAD ON THE RIGHT AND A REVERSE FORK ON THE LEFT.  TURN
 JW1319'SHARP LEFT AND GO WESTERLY ON THE
 JW1319'MAIN ROAD FOR 1.3 MILES TO A POLE GATE ON THE LEFT AND THE AZIMUTH
 JW1319'MARK AS DESCRIBED.  CONTINUE
 JW1319'STRAIGHT AHEAD, WESTERLY, FOR 0.25 MILE TO A FARMHOUSE AND THE
 JW1319'END OF THE ROAD.  **GO WEST THROUGH THE
 JW1319'FARMYARD FOR 0.05 MILE TO A NORTH-SOUTH FENCE
 JW1319'LINE.  PASS THROUGH THE FENCE LINE AND GO WESTERLY FOR 0.2
 JW1319'MILE UP THE STEEP SLOPE OF THE
 JW1319'HILL TO THE HIGHEST PART AND THE STATION AS DESCRIBED.
 JW1319'*NOTE- NO INFORMATION
 JW1319'WAS AVAILABLE ON THE SMALL BRASS PIN SET IN THE TOP OF THE 4
 JW1319'INCH SQUARE CONCRETE POST.
 JW1319'**NOTE- TO DRIVE TO THE STATION FROM THE FARMHOUSE A FOUR
 JW1319'WHEEL DRIVE VEHICLE IS NEEDED.
 JW1319'
 JW1319'*THE SMALL BRASS PIN (NO IDENTIFICATION MARKS) IS SET IN THE TOP OF A
 JW1319'4 INCH SQUARE CONCRETE POST THAT
 JW1319'PROJECTS 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1683 ***********************************************************************
 HX1683  DESIGNATION -  BRIDGE
 HX1683  PID         -  HX1683
 HX1683  STATE/COUNTY-  WV/CALHOUN
 HX1683  USGS QUAD   -  ARNOLDSBURG (1965)
 HX1683
 HX1683                         *CURRENT SURVEY CONTROL
 HX1683  ___________________________________________________________________
 HX1683* NAD 83(1986)-  38 47 33.     (N)    081 08 37.     (W)     SCALED    
 HX1683* NAVD 88     -       223.441  (meters)     733.07   (feet)  ADJUSTED  
 HX1683  ___________________________________________________________________
 HX1683  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HX1683  DYNAMIC HT  -         223.294 (meters)     732.59  (feet)  COMP
 HX1683  MODELED GRAV-     979,964.8   (mgal)                       NAVD 88
 HX1683
 HX1683  VERT ORDER  -  SECOND    CLASS 0
 HX1683
 HX1683.The horizontal coordinates were scaled from a topographic map and have
 HX1683.an estimated accuracy of +/- 6 seconds.
 HX1683
 HX1683.The orthometric height was determined by differential leveling
 HX1683.and adjusted by the National Geodetic Survey in June 1991..
 HX1683
 HX1683.The geoid height was determined by GEOID03.
 HX1683
 HX1683.The dynamic height is computed by dividing the NAVD 88
 HX1683.geopotential number by the normal gravity value computed on the
 HX1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1683.degrees latitude (g = 980.6199 gals.).
 HX1683
 HX1683.The modeled gravity was interpolated from observed gravity values.
 HX1683
 HX1683;                    North         East    Units  Estimated Accuracy
 HX1683;SPC WV S     -   198,960.      587,520.      MT  (+/- 180 meters Scaled)
 HX1683
 HX1683                          SUPERSEDED SURVEY CONTROL
 HX1683
 HX1683  NGVD 29 (??/??/92)  223.607  (m)          733.62   (f) ADJ UNCH    2 0
 HX1683
 HX1683.Superseded values are not recommended for survey control.
 HX1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1683.See file dsdata.txt to determine how the superseded data were derived.
 HX1683
 HX1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC875937(NAD 83)
 HX1683_MARKER: Q = CHISELED SQUARE
 HX1683_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1683_SP_SET: ABUTMENT
 HX1683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1683
 HX1683  HISTORY     - Date     Condition        Report By
 HX1683  HISTORY     - UNK      MONUMENTED       RBNF
 HX1683  HISTORY     - 1933     GOOD             NGS
 HX1683
 HX1683                          STATION DESCRIPTION
 HX1683
 HX1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX1683'0.5 MI W FROM ARNOLDSBURG.
 HX1683'0.5 MILE WEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HX1683'ARNOLDSBURG, CALHOUN COUNTY, AT THE STEEL BRIDGE OVER WEST FORK,
 HX1683'ON THE TOP OF THE NORTHWEST ABUTMENT, 10 FEET NORTH OF THE
 HX1683'CENTERLINE OF THE HIGHWAY, AND 1 FOOT LOWER THAN THE HIGHWAY
 HX1683'SURFACE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3220 ***********************************************************************
 KY3220  DESIGNATION -  BRIDGEPORT ATT MICROWAVE
 KY3220  PID         -  KY3220
 KY3220  STATE/COUNTY-  WV/MARSHALL
 KY3220  USGS QUAD   -  LANSING (1994)
 KY3220
 KY3220                         *CURRENT SURVEY CONTROL
 KY3220  ___________________________________________________________________
 KY3220* NAD 83(1995)-  40 03 43.20651(N)    080 45 29.20533(W)     ADJUSTED  
 KY3220* NAVD 88     -                                                        
 KY3220  ___________________________________________________________________
 KY3220  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 KY3220  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY3220
 KY3220  HORZ ORDER  -  THIRD
 KY3220
 KY3220.The horizontal coordinates were established by classical geodetic methods
 KY3220.and adjusted by the National Geodetic Survey in April 1998..
 KY3220
 KY3220
 KY3220.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3220
 KY3220.The geoid height was determined by GEOID03.
 KY3220
 KY3220;                    North         East     Units Scale Factor Converg.
 KY3220;SPC WV N     -   174,164.523   492,668.912   MT  0.99996965   -0 48 08.6
 KY3220;SPC PA S     -    85,277.847   343,412.291   MT  0.99998237   -1 57 05.9
 KY3220;SPC PA S     -   279,782.40  1,126,678.49   sFT  0.99998237   -1 57 05.9
 KY3220;UTM  17      - 4,434,666.876   520,628.761   MT  0.99960524   +0 09 20.5
 KY3220
 KY3220                          SUPERSEDED SURVEY CONTROL
 KY3220
 KY3220  NAD 83(1986)-  40 03 43.21212(N)    080 45 29.21098(W) AD(       ) 4
 KY3220  NAD 27      -  40 03 42.96579(N)    080 45 29.92557(W) AD(       ) 3
 KY3220
 KY3220.Superseded values are not recommended for survey control.
 KY3220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3220.See file dsdata.txt to determine how the superseded data were derived.
 KY3220
 KY3220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2062934667(NAD 83)
 KY3220_MARKER: 45 = MICROWAVE TOWER
 KY3220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3220+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 KY3220
 KY3220  HISTORY     - Date     Condition        Report By
 KY3220  HISTORY     - 1969     FIRST OBSERVED   DMA
 KY3220  HISTORY     - 20040521 GOOD             USPSQD
 KY3220
 KY3220                          STATION DESCRIPTION
 KY3220
 KY3220'DESCRIBED BY DEFENSE MAP AGENCY 1969 (WOK)
 KY3220'BRIDGEPORT, AT AND T MICROWAVE TOWER IS LOCATED ON A HIGH HILL,
 KY3220'ABOUT 1 MILE SOUTHWEST OF THE CENTRAL SECTION OF BRIDGEPORT, 0.2
 KY3220'MILE SOUTHWEST OF A SECTION OF BRIDGEPORT WHICH IS KNOWN AS
 KY3220'KIRKWOOD HEIGHTS AND ON COMPANY PROPERTY THAT IS FENCED.
 KY3220'
 KY3220'A 4-LEGGED STEEL TOWER, PAINTED RED-WHITE SECTIONS, ABOUT 300
 KY3220'FEET IN HEIGHT, HAS FIVE LARGE VOICE MIRRORS AND A RED LIGHT
 KY3220'MOUNTED AT THE TOP.
 KY3220
 KY3220                          STATION RECOVERY (2004)
 KY3220
 KY3220'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY3220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1938 ***********************************************************************
 JX1938  DESIGNATION -  BRIER
 JX1938  PID         -  JX1938
 JX1938  STATE/COUNTY-  WV/DODDRIDGE
 JX1938  USGS QUAD   -  SMITHBURG (1976)
 JX1938
 JX1938                         *CURRENT SURVEY CONTROL
 JX1938  ___________________________________________________________________
 JX1938* NAD 83(1995)-  39 18 23.18299(N)    080 42 15.38351(W)     ADJUSTED  
 JX1938* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 JX1938  ___________________________________________________________________
 JX1938  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 JX1938  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JX1938
 JX1938  HORZ ORDER  -  FIRST
 JX1938
 JX1938.The horizontal coordinates were established by classical geodetic methods
 JX1938.and adjusted by the National Geodetic Survey in April 1998..
 JX1938
 JX1938.The orthometric height was scaled from a topographic map.
 JX1938
 JX1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1938
 JX1938.The geoid height was determined by GEOID03.
 JX1938
 JX1938;                    North         East     Units Scale Factor Converg.
 JX1938;SPC WV N     -    90,224.453   496,137.289   MT  0.99995620   -0 46 05.0
 JX1938;UTM  17      - 4,350,825.106   525,496.700   MT  0.99960800   +0 11 14.4
 JX1938
 JX1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1938!SPC WV N     -   0.99993619  x   0.99995620  =   0.99989239
 JX1938!UTM  17      -   0.99993619  x   0.99960800  =   0.99954421
 JX1938
 JX1938|---------------------------------------------------------------------|
 JX1938| PID    Reference Object                     Distance      Geod. Az  |
 JX1938|                                                           dddmmss.s |
 JX1938| JX1939 ARNETT USGS 1944                      1.472 METERS 20023     |
 JX1938| CX3304 BRIER RM 1                            1.600 METERS 26726     |
 JX1938| CX3303 BRIER AZ MK                                        3395445.1 |
 JX1938|---------------------------------------------------------------------|
 JX1938
 JX1938                          SUPERSEDED SURVEY CONTROL
 JX1938
 JX1938  NAD 83(1986)-  39 18 23.18744(N)    080 42 15.39194(W) AD(       ) 1
 JX1938  NAD 27      -  39 18 22.88190(N)    080 42 16.01340(W) AD(       ) 1
 JX1938
 JX1938.Superseded values are not recommended for survey control.
 JX1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1938.See file dsdata.txt to determine how the superseded data were derived.
 JX1938
 JX1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2549750825(NAD 83)
 JX1938_MARKER: DS = TRIANGULATION STATION DISK
 JX1938_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JX1938_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JX1938
 JX1938  HISTORY     - Date     Condition        Report By
 JX1938  HISTORY     - 1944     MONUMENTED       CGS
 JX1938
 JX1938                          STATION DESCRIPTION
 JX1938
 JX1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1938'STATION IS LOCATED
 JX1938'ABOUT 5 MILES NE
 JX1938'OF WEST UNION, ABOUT 2 MILES N OF SMITHBURG, ON
 JX1938'A CLEARED HILL OWNED BY W.S.
 JX1938'HEFLIN.  IT IS 11.5 FEET N OF A
 JX1938'TRIANGULAR BLAZE ON A 10-INCH LOCUST TREE AND
 JX1938'4.83 FEET N OF A
 JX1938'U.S.G.S. MARK.
 JX1938'
 JX1938'STATION MARK IS A BRONZE STATION DISK SET IN A 6-INCH TILE
 JX1938'FILLED WITH
 JX1938'CONCRETE AND STAMPED BRIER 1944.
 JX1938'
 JX1938'REFERENCE MARK 1 IS 5.25 FEET W OF THE STATION AND 14 FEET NW
 JX1938'OF A TRIANGULAR
 JX1938'BLAZE ON A 10-INCH LOCUST TREE.  IT IS A BRONZE
 JX1938'REFERENCE DISK SET IN A DRILL HOLE
 JX1938'IN A BOULDER AND IS STAMPED
 JX1938'BRIER NO 1 1944.
 JX1938'
 JX1938'ARNETT (U.S.G.S.) WAS USED AS A REFERENCE MARK AND IS 4.83
 JX1938'FEET S OF THE
 JX1938'STATION.  IT IS 8.5 FEET NW OF A TRIANGULAR BLAZE ON
 JX1938'A 10-INCH LOCUST TREE.  THE DISK
 JX1938'IS SET IN AN 8- BY 8-INCH MARBLE
 JX1938'POST AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 JX1938'THE DISK IS
 JX1938'NOT STAMPED.
 JX1938'
 JX1938'AZIMUTH MARK IS ABOUT 1 MILE NNW OF THE STATION, 37 FEET E
 JX1938'OF THE CENTER LINE
 JX1938'OF A DIRT ROAD, AND 20 FEET SE OF A TRIANGULAR
 JX1938'BLAZE ON AN 18-INCH LOCUST TREE.  IT
 JX1938'IS STAMPED BRIER 1944.
 JX1938'IT IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 JX1938'BEDROCK.
 JX1938'
 JX1938'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 50
 JX1938'AND STATE HIGHWAY
 JX1938'18 IN WEST UNION, GO S ON HIGHWAY 50 FOR 2.5
 JX1938'MILES TO A DIRT T-ROAD LEFT, TURN
 JX1938'LEFT AND GO 2.3 MILES TO THE
 JX1938'HEFLIN HOUSE ON THE LEFT AND AN OLD BARN ON THE
 JX1938'RIGHT AND END OF
 JX1938'TRUCK TRAVEL.TURN RIGHT THROUGH POLE GATE AND FOLLOW THE VALLEY
 JX1938'FOR ABOUT 0.2
 JX1938'MILE TO AN OLD SHEEP SHED, TURN RIGHT AND FOLLOW THE
 JX1938'SADDLE TO A FENCELINE, BEAR
 JX1938'RIGHT WITH THE FENCE AND GO UPGRADE
 JX1938'ABOUT 0.2 MILE, BEAR LEFT ABOUT 0.15 MILE TO A
 JX1938'BARE KNOLL CALLED
 JX1938'WINDY KNOB AND STATION.
 JX1938'
 JX1938'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO N ON DIRT ROAD
 JX1938'FOR 0.6 MILE TO A
 JX1938'CURVE AT TOP OF HILL AND TRIANGULAR BLAZE ON AN
 JX1938'18-INCH LOCUST TREE ON THE RIGHT AND
 JX1938'MARK.
 JX1938'
 JX1938'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2890 ***********************************************************************
 HX2890  DESIGNATION -  BRIERY 1500 USFS 1961
 HX2890  PID         -  HX2890
 HX2890  STATE/COUNTY-  WV/POCAHONTAS
 HX2890  USGS QUAD   -  LOBELIA (1995)
 HX2890
 HX2890                         *CURRENT SURVEY CONTROL
 HX2890  ___________________________________________________________________
 HX2890* NAD 83(1995)-  38 08 39.65148(N)    080 20 40.04958(W)     ADJUSTED  
 HX2890* NAVD 88     -      1377.     (meters)    4518.     (feet)  SCALED    
 HX2890  ___________________________________________________________________
 HX2890  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 HX2890  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HX2890
 HX2890  HORZ ORDER  -  SECOND
 HX2890
 HX2890.The horizontal coordinates were established by classical geodetic methods
 HX2890.and adjusted by the National Geodetic Survey in April 1998..
 HX2890
 HX2890.The orthometric height was scaled from a topographic map.
 HX2890
 HX2890.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2890
 HX2890.The geoid height was determined by GEOID03.
 HX2890
 HX2890;                    North         East     Units Scale Factor Converg.
 HX2890;SPC WV S     -   127,212.375   657,460.069   MT  0.99992592   +0 24 18.9
 HX2890;UTM  17      - 4,222,033.855   557,442.120   MT  0.99964064   +0 24 17.7
 HX2890
 HX2890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2890!SPC WV S     -   0.99978880  x   0.99992592  =   0.99971474
 HX2890!UTM  17      -   0.99978880  x   0.99964064  =   0.99942952
 HX2890
 HX2890                          SUPERSEDED SURVEY CONTROL
 HX2890
 HX2890  NAD 83(1986)-  38 08 39.65936(N)    080 20 40.06690(W) AD(       ) 2
 HX2890  NAD 27      -  38 08 39.22840(N)    080 20 40.79360(W) AD(       ) 2
 HX2890
 HX2890.Superseded values are not recommended for survey control.
 HX2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2890.See file dsdata.txt to determine how the superseded data were derived.
 HX2890
 HX2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC5744222034(NAD 83)
 HX2890_MARKER: DD = SURVEY DISK
 HX2890_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX2890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2890
 HX2890  HISTORY     - Date     Condition        Report By
 HX2890  HISTORY     - 1961     MONUMENTED       CGS
 HX2890
 HX2890                          STATION DESCRIPTION
 HX2890
 HX2890'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2890'BRIERY (U.S.F.S.) IS ABOUT DUE SOUTH OF THE STATION, WITHIN A FOOT OF
 HX2890'THE CENTER OF LOOKOUT TOWER, AND
 HX2890'DIRECTLY OVER THE OLD BRIERY 1880 SOUTH REFERENCE MARK WHICH IS
 HX2890'MARKED UNDERGROUND BY AN IRON BOLT SET
 HX2890'IN BEDROCK 18 INCHES BELOW THE SURFACE.  THE SURFAE MARK
 HX2890'IS A STANDARD U.S. DEPT. OF AGRICULTURE FOREST
 HX2890'SERVICE TRIANGULATION STATION DISK SET IN
 HX2890'THE TOP OF A 3-INCH CONCRETE POST PROJECTING 4 INCHES, AND
 HX2890'STAMPED BRIERY 1500 1933.
 HX2890'
 HX2890'TO REACH FROM THE MAIN CROSSROADS IN THE VILLAGE OF HILLSBORO, GO
 HX2890'NORTHWESTERLY AND WESTERLY 7.2
 HX2890'MILES TO LOBELIA POST OFFICE AND TAKE THE LEFT FORK, THENCE GENERALLY
 HX2890'SOUTHERLY 1.2 MILES TO THE BOTTON OF A
 HX2890'GAP IN THE RIDGETOP AND TURN RIGHT, THENCE GENERALLY NORTHWESTERLY
 HX2890'ON THE MAIN ROAD 4.5 MILES AND TURN RIGHT ONTO
 HX2890'A DIM TRACK ROAD AT THE AZIMUTH
 HX2890'MARK, THENCE 0.2 MILE EASTERLY ACROSS A MEADOW THE THE TOP OF THE
 HX2890'HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2886 ***********************************************************************
 HX2886  DESIGNATION -  BRIERY 1880
 HX2886  PID         -  HX2886
 HX2886  STATE/COUNTY-  WV/POCAHONTAS
 HX2886  USGS QUAD   -  LOBELIA (1995)
 HX2886
 HX2886                         *CURRENT SURVEY CONTROL
 HX2886  ___________________________________________________________________
 HX2886* NAD 83(1995)-  38 08 39.72678(N)    080 20 39.95004(W)     ADJUSTED  
 HX2886* NAVD 88     -      1378.9    (meters)    4524.     (feet)  VERTCON   
 HX2886  ___________________________________________________________________
 HX2886  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 HX2886  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HX2886
 HX2886  HORZ ORDER  -  FIRST
 HX2886
 HX2886.The horizontal coordinates were established by classical geodetic methods
 HX2886.and adjusted by the National Geodetic Survey in April 1998..
 HX2886
 HX2886.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2886
 HX2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2886
 HX2886.The geoid height was determined by GEOID03.
 HX2886
 HX2886;                    North         East     Units Scale Factor Converg.
 HX2886;SPC WV S     -   127,214.714   657,462.476   MT  0.99992592   +0 24 19.0
 HX2886;UTM  17      - 4,222,036.193   557,444.526   MT  0.99964064   +0 24 17.7
 HX2886
 HX2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2886!SPC WV S     -   0.99978849  x   0.99992592  =   0.99971442
 HX2886!UTM  17      -   0.99978849  x   0.99964064  =   0.99942920
 HX2886
 HX2886:                Primary Azimuth Mark                     Grid Az
 HX2886:SPC WV S     -  BIG CLEAR CREEK MOUNTAIN                 228 09 14.1
 HX2886:UTM  17      -  BIG CLEAR CREEK MOUNTAIN                 228 09 15.4
 HX2886
 HX2886|---------------------------------------------------------------------|
 HX2886| PID    Reference Object                     Distance      Geod. Az  |
 HX2886|                                                           dddmmss.s |
 HX2886| GX3343 BIG CLEAR CREEK MOUNTAIN            APPROX.30.1 KM 2283333.1 |
 HX2886| HX2893 COLD KNOB                           APPROX.13.8 KM 2312102.2 |
 HX2886| HX2894 GRASSY KNOB                         APPROX.15.9 KM 2364836.2 |
 HX2886| HX2908 JOBS KNOB                           APPROX.18.8 KM 2473435.2 |
 HX2886| HX1340 BEECH RESET                         APPROX.23.1 KM 2611537.9 |
 HX2886|---------------------------------------------------------------------|
 HX2886
 HX2886                          SUPERSEDED SURVEY CONTROL
 HX2886
 HX2886  NAD 83(1986)-  38 08 39.73464(N)    080 20 39.96736(W) AD(       ) 1
 HX2886  NAD 27      -  38 08 39.30400(N)    080 20 40.69400(W) AD(       ) 1
 HX2886  NGVD 29 (07/19/86) 1379.0    (m)         4524.     (f) VERT ANG       
 HX2886
 HX2886.Superseded values are not recommended for survey control.
 HX2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2886.See file dsdata.txt to determine how the superseded data were derived.
 HX2886
 HX2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC5744522036(NAD 83)
 HX2886_MARKER: V = STONE MONUMENT
 HX2886_SETTING: 0 = UNSPECIFIED SETTING
 HX2886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2886
 HX2886  HISTORY     - Date     Condition        Report By
 HX2886  HISTORY     - 1880     MONUMENTED       CGS
 HX2886  HISTORY     - 1935     SEE DESCRIPTION  CGS
 HX2886  HISTORY     - 1941     SEE DESCRIPTION  CGS
 HX2886
 HX2886                          STATION DESCRIPTION
 HX2886
 HX2886'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (ATM)
 HX2886'IN THE SOUTHWESTERN PART OF THE COUNTY ABOUT 4 MILES W OF HILLSBORO
 HX2886'ON THE HIGHEST PART OF
 HX2886'A PEAK KNOWN LOCALLY AS BRIERY KNOB, A PART OF
 HX2886'THE LARGE DIVIDING RIDGE BETWEEN
 HX2886'THE GREENBRIER AND GAULEY RIVERS.
 HX2886'THE STATION IS AT THE EASTERN END OF THE KNOB ABOUT
 HX2886'50 METERS W
 HX2886'OF A CLUMP OF PINES.  IT IS MARKED BY A CROSS IN THE TOP OF A
 HX2886'COPPER BOLT SET IN
 HX2886'SOLID BEDROCK ABOUT 2 FEET BELOW THE SURFACE
 HX2886'OF THE GROUND AND BY A CROSS IN THE
 HX2886'TOP OF A MARBLE POST 6 INCHES
 HX2886'SQUARE AND 30 INCHES LONG WHICH PROJECTS A FEW INCHES
 HX2886'ABOVE THE
 HX2886'GROUND.  THE TOP OF THE POST IS INSCRIBED WITH THE LETTERS U.S.C.S.
 HX2886'THERE ARE FOUR
 HX2886'REFERENCE MARKS NEAR THE STATION AT THE FOLLOWING
 HX2886'DISTANCES AND DIRECTIONS- 2.14
 HX2886'METERS N, 2.13 METERS E, 2.15 METERS
 HX2886'S, AND 2.14 METERS W.  THE N AND S MARKS CONSIST
 HX2886'OF IRON BOLTS
 HX2886'SET IN DRILL HOLES IN BEDROCK ABOUT 18 INCHES BELOW THE GROUND.  A
 HX2886'LARGE BOULDER
 HX2886'WITH A DRILL HOLE IN ITS UPPER SURFACE IS DIRECTLY
 HX2886'ABOVE EACH BOLT.  THE E AND W
 HX2886'REFERENCE MARKS CONSIST OF MARBLE
 HX2886'POSTS 6 INCHES SQUARE AND 30 INCHES LONG EACH
 HX2886'MARKED WITH A DIAGONAL
 HX2886'CROSS AND AN ARROWHEAD POINTING TOWARD THE STATION.
 HX2886
 HX2886                          STATION RECOVERY (1935)
 HX2886
 HX2886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 HX2886'THE STATION IS LOCATED ABOUT 13.5 MILES BY ROAD AND 7.5 MILES AIR
 HX2886'LINE WESTWARD OF
 HX2886'HILLSBORO AND 6.0 MILES W BY N OF LOBELIA POST
 HX2886'OFFICE, AT THE BRIERY KNOB FOREST
 HX2886'LOOKOUT TOWER.  THE STATION MARK
 HX2886'WAS DESTROYED DURING THE ERECTION OF THE LOOKOUT
 HX2886'TOWER.  THE CONCRETE
 HX2886'PIER SUPPORTING THE N LEG OF THE TOWER WAS PLACED DIRECTLY
 HX2886'OVER THE STATION
 HX2886'MARK.  THE N, S, AND E REFERENCE MARKS WERE RECOVERED.
 HX2886'THE N AND S REFERENCE MARKS ARE
 HX2886'IRON PINS IN SOLID BEDROCK.
 HX2886'THE N PIN IS 2 FEET BELOW THE SURFACE AND THE PIN
 HX2886'PROJECTS
 HX2886'ABOUT 1-1/2 INCHES ABOVE BEDROCK.  THE S PIN IS 18 INCHES BELOW
 HX2886'THE SURFACE AND
 HX2886'PROJECTS 1-1/2 INCHES ABOVE BEDROCK.  THE E REFERENCE
 HX2886'MARK IS A 6- BY 6-INCH MARBLE POST
 HX2886'8 INCHES BELOW THE SURFACE.
 HX2886'THE TOP HAS BEEN BROKEN OFF THE POST.  THE W
 HX2886'REFERENCE MARK
 HX2886'WHICH WAS A 6- BY 6-INCH MARBLE POST WAS REMOVED DURING THE
 HX2886'DIGGING OF A
 HX2886'TRENCH AROUND THE TOWER FOR THE LIGHTNING ARRESTER CABLE.  THE
 HX2886'POST WAS FOUND ON THE
 HX2886'SURFACE OF THE GROUND AT THE BASE OF THE
 HX2886'LOOKOUT.  THE N REFERENCE PIN IS 2.14
 HX2886'METERS N OF THE N LEG OF THE
 HX2886'LOOKOUT TOWER AND 1.66 METERS N OF THE CONCRETE PIER.
 HX2886'THE S PIN IS
 HX2886'AT THE CENTER OF THE LOOKOUT TOWER.
 HX2886'
 HX2886'THE STATION CAN BE REPRODUCED BY CAREFUL MEASUREMENTS FROM THE
 HX2886'THREE RECOVERED REFERENCE MARKS.
 HX2886'
 HX2886'A POINT WAS SELECTED FOR A NEW STATION TO BE IDENTICAL WITH
 HX2886'THE N REFERENCE
 HX2886'PIN, AND TO BE STAMPED BRIERY 2.
 HX2886'
 HX2886'NOTE---THE LOOKOUT TOWER WAS ERECTED IN 1929 BY THE STATE
 HX2886'GAME COMMISSION
 HX2886'AND LATER TURNED OVER TO THE FOREST SERVICE.
 HX2886
 HX2886                          STATION RECOVERY (1941)
 HX2886
 HX2886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2886'THE ORIGINAL DESCRIPTION IS INADEQUATE BECAUSE
 HX2886'OF THE DEVELOPMENT
 HX2886'OF THE REGION AND DAMAGE SUFFERED BY THE MARKS.  A COMPLETE NEW
 HX2886'DESCRIPTION FOLLOWS.
 HX2886'
 HX2886'THE STATION IS ABOUT 9 MILES WEST OF THE VILLAGE OF HILLSBORO AND ON
 HX2886'TOP OF THE HIGHEST PEAK IN THE
 HX2886'VICINITY WHICH IS KNOWN AS BRIERY KNOB.  IT IS NOW MARKED BY A
 HX2886'CHISELED CROSS 0.47 FOOT NORTH
 HX2886'OF THE SOUTH EDGE AND 0.25 FOOT WEST OF THE EAST EDGE OF THE TOP OF
 HX2886'THE CONCRETE FOUNDATION OF THE NORTH LEG
 HX2886'OF BRIERY NO. 2 LOOKOUT TOWER.  IT IS PROBABLE THAT
 HX2886'THE COPPER BOLT UNDERGROUND STATION MARK IS STILL IN PLACE
 HX2886'UNDER THIS FOUNDATION.  THE
 HX2886'CHISELED CROSS WAS ESTABLISHED BY MEASUREMENT FROM THE RECOVERED
 HX2886'NORTH AND SOUTH UNDERGROUND REFERENCE
 HX2886'MARKS.  THESE WERE ORIGINALLY DESCRIBED AS 2.14 METERS AND 2.15
 HX2886'METERS SOUTH OF THE STATION, BUT SINCE
 HX2886'THE DISTANCE BETWEEN THEM WAS 4.28 METERS, THE STATION WAS
 HX2886'ESTABLISHED ON THE LINE BETWEEN AND
 HX2886'EQUIDISTANT FROM THEM.
 HX2886'
 HX2886'THE NORTH REFERENCE MARK IS NOW MARKED UNDERGROUND BY THE ORIGINAL
 HX2886'UNDISTURBED IRON BOLT SET IN BEDROCK
 HX2886'2 FEET BELOW THE GROUND SURFACE, AND ABOVE GROUND BY A STANDARD
 HX2886'STATION MARK PROJECTING ABOUT 4 INCHES
 HX2886'AND STAMPED NO 2 BRIERY 1941.
 HX2886'
 HX2886'THE SOUTH REFERENCE MARK IS NOW MARKED UNDERGROUND BY THE ORIGINAL
 HX2886'UNDISTURBED IRON BOLT SET IN
 HX2886'BEDROCK 18 INCHES BELOW THE GROUND SURFACE, AND ABOVE GROUND BY THE
 HX2886'U.S.D.A.  FOREST SERVICE TRIANGULATION
 HX2886'STATION DISK STAMPED BRIERY 1500 1933 SET IN A 3-INCH CONCRETE
 HX2886'POST PROJECTING 4 INCHES.  IT IS WITHIN A FOOT
 HX2886'OF THE CENTER OF THE LOOKOUT TOWER.
 HX2886'
 HX2886'THE WEST REFERENCE MARK IS LOST.  IT WAS NOT ORIGINALLY MARKED
 HX2886'UNDERGROUND.
 HX2886'
 HX2886'ABOUT A FOOT UNDERGROUND, A BROKEN 6-INCH SQUARE MARBLE POST WAS
 HX2886'RECOVERED WHOSE CENTER IS WITHIN A
 HX2886'CENTIMETER OF THE ORIGINAL DISTANCE OF 2.13 METERS EAST OF THE
 HX2886'REESTABLISHED STATION.  THIS IS
 HX2886'EVIDENTLY THE REMAINS OF THE EAST REFERENCE MARK.
 HX2886'
 HX2886'THE STATION WAS NOT OCCUPIED AND NO DIRECTIONS WERE MEASURED.  IT IS
 HX2886'UNUSUABLE FOR DIRECT OCCUPATION
 HX2886'SO LONG AS THE PRESENT LOOKOUT TOWER STANDS.
 HX2886'
 HX2886'TO REACH FROM THE MAIN CROSSROADS IN THE VILLAGE OF HILLSBORO, GO
 HX2886'NORTHWESTERLY AND WESTERLY 7.2
 HX2886'MILES TO LOBELIA POST OFFICE AND TAKE THE LEFT FORK, THENCE 1.2 MILES
 HX2886'SOUTHERLY TO THE BOTTOM OF A GAP IN THE
 HX2886'RIDGETOP AND TURN RIGHT, THENCE GENERALLY NORTHWESTERLY ON
 HX2886'THE MAIN ROAD 4.5 MILES AND TURN RIGHT ONTO A
 HX2886'DIM TRACK ROAD ACROSS A MEADOW, THENCE 0.2
 HX2886'EASTERLY TO THE TOP OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2888 ***********************************************************************
 HX2888  DESIGNATION -  BRIERY 2
 HX2888  PID         -  HX2888
 HX2888  STATE/COUNTY-  WV/POCAHONTAS
 HX2888  USGS QUAD   -  LOBELIA (1995)
 HX2888
 HX2888                         *CURRENT SURVEY CONTROL
 HX2888  ___________________________________________________________________
 HX2888* NAD 83(1995)-  38 08 39.79619(N)    080 20 39.94984(W)     ADJUSTED  
 HX2888* NAVD 88     -      1378.2    (meters)    4522.     (feet)  VERTCON   
 HX2888  ___________________________________________________________________
 HX2888  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 HX2888  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HX2888
 HX2888  HORZ ORDER  -  FIRST
 HX2888
 HX2888.The horizontal coordinates were established by classical geodetic methods
 HX2888.and adjusted by the National Geodetic Survey in April 1998..
 HX2888
 HX2888.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2888
 HX2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2888
 HX2888.The geoid height was determined by GEOID03.
 HX2888
 HX2888;                    North         East     Units Scale Factor Converg.
 HX2888;SPC WV S     -   127,216.854   657,462.466   MT  0.99992592   +0 24 19.0
 HX2888;UTM  17      - 4,222,038.332   557,444.516   MT  0.99964064   +0 24 17.7
 HX2888
 HX2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2888!SPC WV S     -   0.99978860  x   0.99992592  =   0.99971453
 HX2888!UTM  17      -   0.99978860  x   0.99964064  =   0.99942931
 HX2888
 HX2888|---------------------------------------------------------------------|
 HX2888| PID    Reference Object                     Distance      Geod. Az  |
 HX2888|                                                           dddmmss.s |
 HX2888| HX2889 BRIERY USFS 1941                      4.279 METERS 18008     |
 HX2888| HX2886 BRIERY 1880                           2.140 METERS 18008     |
 HX2888| HX2887 BRIERY 2 LOOKOUT TOWER                4.540 METERS 18054     |
 HX2888| DC3884 BRIERY 2 RM 1                        14.178 METERS 24028     |
 HX2888| DC3882 BRIERY 2 AZ MK                                     2775253.9 |
 HX2888| DC3883 BRIERY 2 AZ MK RESET                               2791244.9 |
 HX2888| DC3885 BRIERY 2 RM 2                        14.488 METERS 33323     |
 HX2888|---------------------------------------------------------------------|
 HX2888
 HX2888                          SUPERSEDED SURVEY CONTROL
 HX2888
 HX2888  NAD 83(1986)-  38 08 39.80407(N)    080 20 39.96715(W) AD(       ) 1
 HX2888  NAD 27      -  38 08 39.37300(N)    080 20 40.69400(W) AD(       ) 1
 HX2888  NGVD 29 (07/19/86) 1378.3    (m)         4522.     (f) VERT ANG       
 HX2888
 HX2888.Superseded values are not recommended for survey control.
 HX2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2888.See file dsdata.txt to determine how the superseded data were derived.
 HX2888
 HX2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC5744522038(NAD 83)
 HX2888_MARKER: DD = SURVEY DISK
 HX2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2888
 HX2888  HISTORY     - Date     Condition        Report By
 HX2888  HISTORY     - 1941     MONUMENTED       CGS
 HX2888  HISTORY     - 1944     GOOD             CGS
 HX2888  HISTORY     - 1952     GOOD             CGS
 HX2888  HISTORY     - 1961     SEE DESCRIPTION  CGS
 HX2888
 HX2888                          STATION DESCRIPTION
 HX2888
 HX2888'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2888'THE STATION IS ABOUT 9 MILES WEST OF THE VILLAGE OF HILLSBORO AND ON
 HX2888'TOP OF BRIERY KNOB WHICH IS THE
 HX2888'HIGHEST PEAK IN THE VICINITY.  IT IS 6-1/2 FEET NORTH OF THE NORTH
 HX2888'LEG OF THE LOOKOUT TOWER, PROJECTS
 HX2888'ABOUT 4 INCHES, AND IS STAMPED NO 2 BRIERY 1941.  THE UNDERGROUND
 HX2888'MARK IS THE OLD UNDISTURBED UNDERGROUND MARK OF
 HX2888'THE NORTH REFERENCE MARK OF BRIERY
 HX2888'1880, WHICH IS AN IRON BOLT SET IN BEDROCK 2 FEET BELOW THE GROUND
 HX2888'SURFACE.
 HX2888'
 HX2888'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS STAMPED NO 2 BRIERY NO
 HX2888'1 1941.
 HX2888'
 HX2888'REFERENCE MARK NO. 2 IS 3 FEET EAST OF A 10-INCH SPRUCE, PROJECTS A
 HX2888'FOOT, AND IS STAMPED NO 2
 HX2888'BRIERY NO 2 1941.
 HX2888'
 HX2888'AZIMUTH MARK IS ABOUT 0.2 MILE WEST OF THE STATION, 46 FEET NORTHEAST
 HX2888'OF THE CENTER OF THE MAIN ROAD, AND
 HX2888'20 FEET SOUTH OF THE LINE OF THE POLES CARRYING THE TELEPHONE WIRES
 HX2888'TO THE LOOKOUT TOWER.  IT IS IN A
 HX2888'BOULDER HAVING AN EXPOSED AREA OF ABOUT 2 FEET BY 3 FEET
 HX2888'PROJECTING 6 INCHES, AND IT IS STAMPED NO 2
 HX2888'BRIERY 1941.  IT IS NOT VISIBLE FROM LESS THAN
 HX2888'25 FEET ABOVE THE STATION, BUT NO OTHER MORE SUITABLE PLACE
 HX2888'FOR AN AZIMUTH IS AVAILABLE.
 HX2888'
 HX2888'BRIERY (U.S.F.S.) IS ABOUT DUE SOUTH OF THE STATION, WITHIN A FOOT OF
 HX2888'THE CENTER OF LOOKOUT TOWER, AND
 HX2888'DIRECTLY OVER THE OLD BRIERY 1880 SOUTH REFERENCE MARK WHICH IS
 HX2888'MARKED UNDERGROUND BY AN IRON BOLT SET
 HX2888'IN BEDROCK 18 INCHES BELOW THE SURFACE.  THE SURFACE MARK
 HX2888'IS A STANDARD U.S. DEPT. OF AGRICULTURE FOREST
 HX2888'SERVICE TRIANGULATION STATION DISK SET IN
 HX2888'THE TOP OF A 3-INCH CONCRETE POST PROJECTING 4 INCHES, AND
 HX2888'STAMPED BRIERY 1500 1933.
 HX2888'
 HX2888'BRIERY 1880 IS MARKED BY A CROSS CHISELED ON THE CONCRETE FOUNDATION
 HX2888'OF THE NORTH LEG OF THE LOOKOUT
 HX2888'TOWER.  IT IS EXACTLY IN THE LINE FROM THE STATION TO BRIERY (USFS)
 HX2888'AND IS 0.47 FOOT NORTH OF THE SOUTH
 HX2888'EDGE AND 0.25 FOOT WEST OF THE EAST EDGE OF THE TOP OF THE
 HX2888'FOUNDATION.
 HX2888'
 HX2888'TO REACH FROM THE MAIN CROSSROADS IN THE VILLAGE OF HILLSBORO, GO
 HX2888'NORTHWESTERLY AND WESTERLY 7.2
 HX2888'MILES TO LOBELIA POST OFFICE AND TAKE THE LEFT FORK, THENCE GENERALLY
 HX2888'SOUTHERLY 1.2 MILES TO THE BOTTON OF A
 HX2888'GAP IN THE RIDGETOP AND TURN RIGHT, THENCE GENERALLY NORTHWESTERLY
 HX2888'ON THE MAIN ROAD 4.5 MILES AND TURN RIGHT ONTO
 HX2888'A DIM TRACK ROAD AT THE AZIMUTH
 HX2888'MARK, THENCE 0.2 MILE EASTERLY ACROSS A MEADOW THE THE TOP OF THE
 HX2888'HILL AND THE STATION.
 HX2888'
 HX2888'LIGHTS ELEVATED 4 FEET AT STATIONS SPRUCE, PADDYS KNOB 1878, AND BALD
 HX2888'KNOB 1878 WERE VISIBLE 25, 25,
 HX2888'AND 4 FEET RESPECTIVELY ABOVE THE STATION.
 HX2888'
 HX2888'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 HX2888
 HX2888                          STATION RECOVERY (1944)
 HX2888
 HX2888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2888'STATION AND REFERENCE MARKS WERE RECOVERED AND
 HX2888'FOUND IN GOOD CONDITION.
 HX2888'
 HX2888'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 HX2888
 HX2888                          STATION RECOVERY (1952)
 HX2888
 HX2888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 HX2888'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 HX2888'RECOVERED IN GOOD CONDITION.
 HX2888'THE STATION IS ON STATE OWNED LAND.
 HX2888'
 HX2888'THE NEARBY STATIONS BRIERY 1880 AND BRIERY (U.S.F.S.) WERE ALSO
 HX2888'RECOVERED IN GOOD CONDITION.
 HX2888'
 HX2888'LIGHTS FROM BRIERY 2 1941 WERE SHOWN TO TRIANGULATION STATIONS BEECH
 HX2888'1880 AND SUMMERSVILLE 1880
 HX2888'TO OBTAIN CHECK ANGLES.  THIS STATION WAS NOT OCCUPIED BY AN
 HX2888'OBSERVING PARTY AT THIS TIME.
 HX2888'
 HX2888'TO REACH FROM THE POST OFFICE IN RICHWOOD, GO EAST ON STATE HIGHWAY
 HX2888'39 FOR 15.9 MILES TO THE
 HX2888'POCAHONTAS-NICHOLAS COUNTY LINE, CONTINUE ON STATE HIGHWAY 39 FOR 1.6
 HX2888'MILES TO A GRAVELED SIDE ROAD RIGHT,
 HX2888'TURN RIGHT AND GO 2.2 MILES TO A ROAD FORK, TURN LEFT AND
 HX2888'GO 0.6 MILE TO A ROAD FORK, TURN LEFT AND GO 0.3
 HX2888'MILE TO TOP OF HILL AND A SIDE ROAD LEFT,
 HX2888'THEN TURN LEFT AND GO 0.2 MILE TO LOOKOUT TOWER AND STATION.
 HX2888
 HX2888                          STATION RECOVERY (1961)
 HX2888
 HX2888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2888'STATION AND REFERENCE MARKS WERE RECOVERED.  STATION
 HX2888'MARK WAS FOUND
 HX2888'TILTED THEREFORE A NEW SURFACE MARK WAS SET.  OVER THE
 HX2888'IRON ROD THAT MARKED BRIERY RM 1
 HX2888'1880 OR BRIERY 2 1941.  STATION IS MARKED
 HX2888'BY A STANDARD DISK SET IN THE TOP OF A 12 BY 12
 HX2888'INCH CONCRETE MONUMENT THAT
 HX2888'IS FLUSH WITH THE TOP OF THE GROUND AND THE DISK IS STAMPED BRIERY
 HX2888'2 1941.
 HX2888'
 HX2888'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION AND ARE
 HX2888'AS DESCRIBED IN 1952.
 HX2888'
 HX2888'AZIMUTH MARK WAS NOT RECOVERED, SO A NEW AZIMUTH MARK WAS
 HX2888'ESTABLISHED.  IT IS
 HX2888'MARKED BY A STANDARD DISK SET IN THE TOP OF A 12 BY 12 INCH CONCRETE
 HX2888'MONUMENT THAT IS 5
 HX2888'INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK IS
 HX2888'STAMPED BRIERY 2 RESET 1961 1941.  IT
 HX2888'IS 13 FEET NORTH OF THE APPROXIMATE
 HX2888'CENTER OF ROAD, 7.5 FEET SOUTHWEST OF A 10 INCH SPRUCE
 HX2888'TREE AND 2 FEET EAST OF
 HX2888'METAL WITNESS POST WITH SIGN.
 HX2888'
 HX2888'BRIERY 1880 AND BRIERY NO. 2 ARE AS DESCRIBED IN 1952.
 HX2888'
 HX2888'USFS MARK WAS FOUND IN POOR CONDITION, IT WAS LOOSE AND TILTED TO ONE
 HX2888'SIDE.
 HX2888'
 HX2888'A COMPLETE NEW DESCRIPTION FOLLOWS- STATION IS LOCATED ABOUT 12
 HX2888'MILES SOUTHEAST OF
 HX2888'RICHWOOD, 9 MILES WEST OF THE VILLAGE OF HILLSBORO.  ON TOP
 HX2888'OF BRIERY KNOB WHICH IS THE
 HX2888'HIGHEST PEAK IN THE VICINITY.  IT IS 22.5 FEET
 HX2888'EAST OF A 12 INCH SPRUCE TREE AND 16 FEET
 HX2888'NORTHEAST OF FOREST SERVICE SIGN.
 HX2888'
 HX2888'TO REACH FROM THE POST OFFICE IN RICHWOOD, GO EASTERLY ON STATE
 HX2888'HIGHWAY NO. 39 FOR
 HX2888'15.8 MILES TO A SIDE ROAD RIGHT (JUST BEFORE REACHING
 HX2888'COUNTY LINE SIGN POCAHONTAS-NICHOLAS.
 HX2888'TURN RIGHT ON BLADED ROAD AND GO
 HX2888'SOUTH FOR 1.0 MILE TO A SIDE ROAD LEFT, TURN SHARP LEFT
 HX2888'AND GO EASTERLY UP HILL
 HX2888'FOR 1.35 MILE TO FORK.  TAKE RIGHT FORK AND GO SOUTHERLY FOR 0.25
 HX2888'MILE TO A FORK, TAKE
 HX2888'LEFT FORK AND GO 0.4 MILE TO CROSS ROAD.  TURN LEFT
 HX2888'AND FOLLOW MAIN TRAVELED ROAD FOR 1.75
 HX2888'MILES TO A SIDE ROAD LEFT (AZIMUTH
 HX2888'MARK ON THE LEFT).  TURN LEFT AND GO UP HILL FOLLOWING
 HX2888'ROAD TO FOREST
 HX2888'LOOKOUT TOWER FOR 0.25 MILE AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2887 ***********************************************************************
 HX2887  DESIGNATION -  BRIERY 2 LOOKOUT TOWER
 HX2887  PID         -  HX2887
 HX2887  STATE/COUNTY-  WV/POCAHONTAS
 HX2887  USGS QUAD   -  LOBELIA (1995)
 HX2887
 HX2887                         *CURRENT SURVEY CONTROL
 HX2887  ___________________________________________________________________
 HX2887* NAD 83(1995)-  38 08 39.64895(N)    080 20 39.95275(W)     ADJUSTED  
 HX2887* NAVD 88     -                                                        
 HX2887  ___________________________________________________________________
 HX2887  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 HX2887  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HX2887
 HX2887  HORZ ORDER  -  THIRD
 HX2887
 HX2887.The horizontal coordinates were established by classical geodetic methods
 HX2887.and adjusted by the National Geodetic Survey in April 1998..
 HX2887
 HX2887
 HX2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2887
 HX2887.The geoid height was determined by GEOID03.
 HX2887
 HX2887;                    North         East     Units Scale Factor Converg.
 HX2887;SPC WV S     -   127,212.314   657,462.427   MT  0.99992592   +0 24 19.0
 HX2887;UTM  17      - 4,222,033.794   557,444.477   MT  0.99964064   +0 24 17.7
 HX2887
 HX2887                          SUPERSEDED SURVEY CONTROL
 HX2887
 HX2887  NAD 83(1986)-  38 08 39.65684(N)    080 20 39.97024(W) AD(       ) 4
 HX2887  NAD 27      -  38 08 39.22400(N)    080 20 40.69300(W) AD(       ) 3
 HX2887
 HX2887.Superseded values are not recommended for survey control.
 HX2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2887.See file dsdata.txt to determine how the superseded data were derived.
 HX2887
 HX2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC5744422034(NAD 83)
 HX2887_MARKER: 57 = LOOKOUT TOWER
 HX2887
 HX2887  HISTORY     - Date     Condition        Report By
 HX2887  HISTORY     - 1941     FIRST OBSERVED   CGS
 HX2887
 HX2887                          STATION DESCRIPTION
 HX2887
 HX2887'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2887'THIS STATION WAS LOCATED BY TRAVERSE
 HX2887'FROM STATION BRIERY 2.
 HX2887'
 HX2887'THE STATION IS ABOUT 9 MILES WEST OF THE VILLAGE OF HILLSBORO AND ON
 HX2887'TOP OF BRIERY KNOB WHICH
 HX2887'IS THE HIGHEST PEAK IN THE VICINITY.  IT IS THE CENTER OF THE FIRE
 HX2887'LOOKOUT TOWER BELONGING TO THE U.S. DEPT.
 HX2887'OF AGRICULTURE FOREST SERVICE, WHICH CENTER WAS ESTABLISHED
 HX2887'AS THE CENTER OF THE SQUARE FORMED BY THE FOUR LARGE
 HX2887'LEG ANCHOR BOLTS OF THE
 HX2887'TOWER.  IT IS 4.540 METERS OR 14.98 FEET ABOUT DUE SOUTH OF STATION
 HX2887'BRIERY 2 AND ABOUT A FOOT SOUTHWEST
 HX2887'OF BRIERY (U.S.F.S.) AND IS OTHERWISE UNMARKED.  THE TOWER IS 45 FEET
 HX2887'HIGH.
 HX2887'
 HX2887'TO REACH FROM THE MAIN CROSSROADS IN HILLSBORO, GO NORTHWESTERLY AND
 HX2887'WESTERLY 7.2 MILES TO LOBELIA
 HX2887'POST OFFICE AND TAKE THE LEFT FORK, THENCE GENERALLY SOUTHERLY 1.2
 HX2887'MILES TO THE BOTTOM OF A GAP IN THE
 HX2887'RIDGETOP AND TURN RIGHT, THENCE GENERALLY NORTHWESTERLY ON
 HX2887'THE MAIN ROAD 4.5 MILES AND TURN RIGHT ONTO A
 HX2887'DIM TRACK ROAD ACROSS A MEADOW, THENCE EASTERLY
 HX2887'0.2 MILE TO THE TOP OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2889 ***********************************************************************
 HX2889  DESIGNATION -  BRIERY USFS 1941
 HX2889  PID         -  HX2889
 HX2889  STATE/COUNTY-  WV/POCAHONTAS
 HX2889  USGS QUAD   -  LOBELIA (1995)
 HX2889
 HX2889                         *CURRENT SURVEY CONTROL
 HX2889  ___________________________________________________________________
 HX2889* NAD 83(1995)-  38 08 39.65741(N)    080 20 39.95025(W)     ADJUSTED  
 HX2889* NAVD 88     -      1377.     (meters)    4518.     (feet)  SCALED    
 HX2889  ___________________________________________________________________
 HX2889  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 HX2889  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HX2889
 HX2889  HORZ ORDER  -  SECOND
 HX2889
 HX2889.The horizontal coordinates were established by classical geodetic methods
 HX2889.and adjusted by the National Geodetic Survey in April 1998..
 HX2889
 HX2889.The orthometric height was scaled from a topographic map.
 HX2889
 HX2889.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2889
 HX2889.The geoid height was determined by GEOID03.
 HX2889
 HX2889;                    North         East     Units Scale Factor Converg.
 HX2889;SPC WV S     -   127,212.575   657,462.486   MT  0.99992592   +0 24 19.0
 HX2889;UTM  17      - 4,222,034.055   557,444.536   MT  0.99964064   +0 24 17.7
 HX2889
 HX2889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2889!SPC WV S     -   0.99978880  x   0.99992592  =   0.99971474
 HX2889!UTM  17      -   0.99978880  x   0.99964064  =   0.99942952
 HX2889
 HX2889                          SUPERSEDED SURVEY CONTROL
 HX2889
 HX2889  NAD 83(1986)-  38 08 39.66529(N)    080 20 39.96757(W) AD(       ) 2
 HX2889  NAD 27      -  38 08 39.23400(N)    080 20 40.69400(W) AD(       ) 2
 HX2889
 HX2889.Superseded values are not recommended for survey control.
 HX2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2889.See file dsdata.txt to determine how the superseded data were derived.
 HX2889
 HX2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC5744522034(NAD 83)
 HX2889_MARKER: DD = SURVEY DISK
 HX2889_SETTING: 0 = UNSPECIFIED SETTING
 HX2889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2889
 HX2889  HISTORY     - Date     Condition        Report By
 HX2889  HISTORY     - 1941     MONUMENTED       USFS
 HX2889
 HX2889                          STATION DESCRIPTION
 HX2889
 HX2889'DESCRIBED BY US FOREST SERVICE 1941 (GWL)
 HX2889'THIS STATION WAS LOCATED BY TRAVERSE FROM
 HX2889'STATION BRIERY 2.
 HX2889'
 HX2889'THE STATION IS ABOUT 9 MILES WEST OF THE VILLAGE OF HILLSBORO AND ON
 HX2889'IS THE HIGHEST PEAK IN THE VICINITY.  IT IS 4.279 METERS OR 14.04
 HX2889'FEET ABOUT DUE SOUTH OF STATION
 HX2889'BRIERY 2, AND WITHIN A FOOT OF THE CENTER OF THE LOOKOUT TOWER.
 HX2889'IT IS MARKED ON THE SURFACE BY A STANDARD
 HX2889'U.S. DEPT. OF AGRICULTURE TRIANGULATION STATION
 HX2889'DISK SET IN THE TOP OF A 3-INCH CONCRETE POST PROJECTING 4
 HX2889'INCHES, AND IS STAMPED BRIERY 1500
 HX2889'1933.  IT IS MARKED UNDERGROUND BY THE ORIGINAL UNDISTURBED OLD
 HX2889'BRIERY 1880 SOUTH REFERENCE MARK
 HX2889'WHICH IS AN IRON BOLT SET IN BEDROCK 18 INCHES BELOW THE SURFACE.
 HX2889'
 HX2889'TO REACH FROM THE MAIN CROSSROADS IN HILLSBORO, GO NORTHWESTERLY AND
 HX2889'WESTERLY 7.2 MILES TO LOBELIA
 HX2889'POST OFFICE AND TAKE THE LEFT FORK, THENCE GENERALLY SOUTHERLY 1.2
 HX2889'MILES TO THE BOTTOM OF A GAP IN THE
 HX2889'RIDGETOP AND TURN RIGHT, THECE GENERALLY NORTHWESTERLY ON
 HX2889'THE MAIN ROAD 4.5 MILES AND TURN RIGHT ONTO A
 HX2889'DIM TRACK ROAD ACROSS A MEADOW, THENCE EASTERLY
 HX2889'0.2 MILE TO THE TOP OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3026 ***********************************************************************
 HX3026  DESIGNATION -  BROAD
 HX3026  PID         -  HX3026
 HX3026  STATE/COUNTY-  WV/KANAWHA
 HX3026  USGS QUAD   -  CLENDENIN (1976)
 HX3026
 HX3026                         *CURRENT SURVEY CONTROL
 HX3026  ___________________________________________________________________
 HX3026* NAD 83(1995)-  38 29 58.00626(N)    081 19 15.88076(W)     ADJUSTED  
 HX3026* NAVD 88     -       359.5    (meters)    1179.     (feet)  VERTCON   
 HX3026  ___________________________________________________________________
 HX3026  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 HX3026  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HX3026
 HX3026  HORZ ORDER  -  FIRST
 HX3026
 HX3026.The horizontal coordinates were established by classical geodetic methods
 HX3026.and adjusted by the National Geodetic Survey in April 1998..
 HX3026
 HX3026.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3026
 HX3026.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3026
 HX3026.The geoid height was determined by GEOID03.
 HX3026
 HX3026;                    North         East     Units Scale Factor Converg.
 HX3026;SPC WV S     -   166,471.780   571,992.980   MT  0.99994075   -0 11 54.6
 HX3026;UTM  17      - 4,261,280.809   472,002.435   MT  0.99960965   -0 11 59.5
 HX3026
 HX3026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3026!SPC WV S     -   0.99994876  x   0.99994075  =   0.99988951
 HX3026!UTM  17      -   0.99994876  x   0.99960965  =   0.99955843
 HX3026
 HX3026|---------------------------------------------------------------------|
 HX3026| PID    Reference Object                     Distance      Geod. Az  |
 HX3026|                                                           dddmmss.s |
 HX3026| DC3891 BROAD RM 3                           22.937 METERS 02829     |
 HX3026| DC3888 BROAD AZ MK                                        0591145.2 |
 HX3026| HX2964 MAYSEL UNITED NATURAL GAS MAST      APPROX.12.0 KM 0813015.6 |
 HX3026| DC3889 BROAD RM 1                           22.427 METERS 14628     |
 HX3026| HX3025 CLENDENIN UNITED GAS CO RADIO       APPROX. 0.7 KM 1805755.2 |
 HX3026| DC3890 BROAD RM 2                           27.700 METERS 27608     |
 HX3026|---------------------------------------------------------------------|
 HX3026
 HX3026                          SUPERSEDED SURVEY CONTROL
 HX3026
 HX3026  NAD 83(1986)-  38 29 58.01410(N)    081 19 15.88798(W) AD(       ) 1
 HX3026  NAD 27      -  38 29 57.66100(N)    081 19 16.46300(W) AD(       ) 1
 HX3026  NGVD 29 (07/19/86)  359.7    (m)         1180.     (f) VERT ANG       
 HX3026
 HX3026.Superseded values are not recommended for survey control.
 HX3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3026.See file dsdata.txt to determine how the superseded data were derived.
 HX3026
 HX3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7200261281(NAD 83)
 HX3026_MARKER: DS = TRIANGULATION STATION DISK
 HX3026_SETTING: 0 = UNSPECIFIED SETTING
 HX3026
 HX3026  HISTORY     - Date     Condition        Report By
 HX3026  HISTORY     - 1944     MONUMENTED       CGS
 HX3026  HISTORY     - 1956     GOOD             USGS
 HX3026  HISTORY     - 1961     SEE DESCRIPTION  CGS
 HX3026  HISTORY     - 1982     POOR             LOCENG
 HX3026
 HX3026                          STATION DESCRIPTION
 HX3026
 HX3026'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3026'STATION IS LOCATED
 HX3026'ABOUT 1.75 MILES
 HX3026'NE OF CLENDENIN, ON A TIMBERED HILL.  THE MARK
 HX3026'IS SITUATED ON THE E SLOPE OF THE
 HX3026'HILL, ABOUT 40 YARDS N OF A
 HX3026'DIRT ROAD, 11 FEET E OF A LOG SHACK, AND 6 FEET ENE
 HX3026'OF A WITNESS
 HX3026'POST.  THE PROPERTY IS OWNED BY MR. CHARLEY NICHOLS.
 HX3026'
 HX3026'STATION MARK IS A BRONZE STATION DISK SET IN A 4-INCH IRON
 HX3026'PIPE AND IS
 HX3026'STAMPED BROAD 1944.  UNDERGROUND MARK IS A BRONZE
 HX3026'DISK SET IN THE TOP OF A
 HX3026'CONCRETE POST.
 HX3026'
 HX3026'REFERENCE MARK 1 IS AT THE BASE OF THE HILL AND 19 FEET W
 HX3026'OF AN 18-INCH GAS
 HX3026'PIPE LINE.  IT IS A BRONZE REFERENCE DISK SET
 HX3026'IN A 4-INCH IRON PIPE AND IS STAMPED
 HX3026'BROAD NO 1 1944.
 HX3026'
 HX3026'REFERENCE MARK 2 IS ON THE TOP OF A RIDGE AND 69 FEET W OF
 HX3026'THE LOG SHACK.  IT
 HX3026'IS A BRONZE REFERENCE DISK SET IN AN IRON
 HX3026'PIPE AND IS STAMPED BROAD NO 2 1944.
 HX3026'
 HX3026'AZIMUTH MARK IS AT THE WEST UNION CHURCH.  IT IS 30 FEET W
 HX3026'OF THE CORNER OF
 HX3026'THE CHURCH, 1.5 FEET WNW OF THE FENCE, AND 2.5
 HX3026'FEET SW OF A WITNESS POST.  IT IS A
 HX3026'BRONZE AZIMUTH DISK SET IN AN
 HX3026'IRON PIPE AND IS STAMPED BROAD 1944.
 HX3026'
 HX3026'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 HX3026'119 AND STATE
 HX3026'HIGHWAY 4 IN CLENDENIN, GO NW ON U.S. HIGHWAY 119
 HX3026'FOR 0.9 MILE, TURN RIGHT ACROSS
 HX3026'A STEEL BRIDGE AND FOLLOW A CONCRETE
 HX3026'AND DIRT ROAD FOR 2.5 MILES.  TURN SHARP RIGHT AT
 HX3026'A SHELTER
 HX3026'HOUSE AND FOLLOW A ROUGH DIRT ROAD FOR 0.4 MILE TO THE CHURCH AND
 HX3026'THE AZIMUTH MARK
 HX3026'ON THE RIGHT.
 HX3026'
 HX3026'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119
 HX3026'AND STATE HIGHWAY
 HX3026'4 IN CLENDENIN, GO E ON HIGHWAY 4 FOR 0.95 MILE
 HX3026'TO A DIRT ROAD LEADING LEFT AT A
 HX3026'WIRE GATE.  PASS THROUGH THE
 HX3026'GATE AND FOLLOW UPGRADE FOR 0.6 MILE TO A POLE
 HX3026'GATE.  PASS THROUGH
 HX3026'THE GATE AND GO 1.05 MILES TO A ROAD LEADING RIGHT ALONG THE PIPE
 HX3026'LINE.  TURN
 HX3026'RIGHT AND GO ABOUT 40 YARDS TO THE END OF TRUCK
 HX3026'TRAVEL.  THE STATION IS ON THE
 HX3026'SLOPE OF THE HILL TO THE RIGHT,
 HX3026'ABOUT 100 FEET DISTANT FROM THIS POINT.
 HX3026'
 HX3026'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HX3026
 HX3026                          STATION RECOVERY (1956)
 HX3026
 HX3026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HX3026'STATION IS LOCATED ABOUT 1.75 MILES NE OF CLENDENIN, ON A CLEARED
 HX3026'KNOB.  THE MARK IS 9.6 FEET SE
 HX3026'OF A RADIO TOWER 198 FEET NW OF Y-ROAD JUNCTION, 81 FEET E OF T-ROAD
 HX3026'JUNCTION, 56 FEET W OF Y-ROAD
 HX3026'JUNCTION.
 HX3026'
 HX3026'REFERENCE MARK 1 IS 60 FEET SW OF A NORTH Y-ROAD JUNCTION AND 123
 HX3026'FEET NW OF SOUTH Y-ROAD
 HX3026'JUNCTION.
 HX3026'
 HX3026'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119 AND STATE
 HX3026'HIGHWAY 4 IN CLENDENIN, GO E
 HX3026'ON HIGHWAY 4 FOR 1.4 MILES TO A BLACK TOP ROAD OWNED BY UNITED FUEL
 HX3026'GAS CO.  PROCEED ON BLACK TOP NNE.
 HX3026
 HX3026                          STATION RECOVERY (1961)
 HX3026
 HX3026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX3026'STATION MARK WAS RECOVERED AS DESCRIBED AND APPEARS TO
 HX3026'BE SLIGHTLY
 HX3026'TILTED, BUT IS SOLID AND IN GOOD CONDITION.  REFERENCE MARK
 HX3026'NO. 1 AND AZIMUTH MARK WERE
 HX3026'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 HX3026'MARK NO. 2 WAS NOT RECOVERED AND IS BELIEVED
 HX3026'TO BE DESTROYED.
 HX3026'REFERENCE MARK NO. 3 WAS ESTABLISHED.
 HX3026'
 HX3026'A DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO REFERENCE
 HX3026'MARK NO. 1 AND IN
 HX3026'THE DIRECTION TO THE AZIMUTH MARK.
 HX3026'
 HX3026'DUE TO CHANGES IN LAND MARKS, A COMPLETE NEW DESCRIPTION FOLLOWS.
 HX3026'
 HX3026'STATION IS LOCATED ON A GRASS COVERED HILL AND AT THE SITE OF A RADIO
 HX3026'MAST WHICH IS
 HX3026'OWNED BY THE UNITED FUEL AND GAS COMPANY, ABOUT 1-1/2 MILES
 HX3026'EAST-NORTHEAST OF CLENDENIN.
 HX3026'STATION, A STANDARD DISK CEMENTED IN A 4
 HX3026'INCH IRON PIPE AND STAMPED BROAD 1944 IS 56 FEET
 HX3026'WEST OF THE CENTERLINE
 HX3026'OF ROAD, 15 FEET NORTH OF A UTILITY POLE, 5 FEET EAST OF A CHAIN
 HX3026'LINK FENCE AND 1.6
 HX3026'FEET EAST OF A METAL WITNESS POST WITH SIGN.  THE MARK PROJECTS
 HX3026'ABOUT 6 INCHES.
 HX3026'
 HX3026'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 119 AND STATE HIGHWAY
 HX3026'NO. 4 AT
 HX3026'CLENDENIN, GO EAST ON STATE HIGHWAY NO. 4 FOR 1.35 MILES TO FORK.
 HX3026'TAKE LEFT FORK AND GO
 HX3026'NORTHERLY ON SURFACED ROAD FOR 0.45 MILE TO STEEL
 HX3026'GATE ON LEFT NEAR GAS COMPANY BUILDINGS.
 HX3026'TURN LEFT AND GO NORTHERLY ON
 HX3026'DIRT ROAD FOR 0.45 MILE TO TOP OF HILL AND STATION ON LEFT
 HX3026'AS DESCRIBED.
 HX3026'
 HX3026'TO REACH AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY NO. 119 AND
 HX3026'STATE HIGHWAY NO.
 HX3026'4 IN CLENDENIN, GO NORTHWEST ON U.S. HIGHWAY NO. 119
 HX3026'FOR 0.8 MILE TO SIDE ROAD RIGHT AND
 HX3026'STEEL BRIDGE ON RIGHT.  TURN RIGHT,
 HX3026'CROSS BRIDGE AND GO EASTERLY ON SURFACED ROAD FOR 2.5
 HX3026'MILE TO REVERSED
 HX3026'FORK ON RIGHT AT SHELTER HOUSE ON RIGHT (SOUTH) SIDE OF ROAD.  TURN
 HX3026'SHARP RIGHT AND GO
 HX3026'SOUTHERLY ON DIRT ROAD FOR 0.45 MILE TO CHURCH AND AZIMUTH
 HX3026'MARK ON RIGHT (WEST) SIDE OF
 HX3026'ROAD AS DESCRIBED.
 HX3026'
 HX3026'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A 4 INCH IRON PIPE
 HX3026'AND STAMPED BROAD
 HX3026'1944 NO 1 IS 19 FEET NORTHWEST OF A GUY LINE ANCHOR AND
 HX3026'32-1/2 FEET NORTH OF THE ROAD.  THE
 HX3026'MARK PROJECTS 3 INCHES.
 HX3026'
 HX3026'REFERENCE MARK NO. 3, A STANDARD DISK SET IN A 12 BY 12 INCH CONCRETE
 HX3026'MONUMENT AND
 HX3026'STAMPED BROAD NO 3 1944 IS 22 FEET WEST OF THE CENTERLINE OF
 HX3026'ROAD AND 17-1/2 FEET SOUTH OF A
 HX3026'GUY LINE ANCHOR.  THE MARK PROJECTS 4 INCHES.
 HX3026'
 HX3026'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK CEMENTED IN A 4 INCH
 HX3026'IRON POST AND
 HX3026'STAMPED AZIMUTH BROAD 1944 IS 30 FEET WEST OF THE NORTHWEST
 HX3026'CHURCH AND 2.2 FEET SOUTH OF A
 HX3026'STEEL WITNESS POST WITH METAL
 HX3026'SIGN.  THE MARK PROJECTS 6 INCHES.
 HX3026
 HX3026                          STATION RECOVERY (1982)
 HX3026
 HX3026'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (FS)
 HX3026'ONLY PART OF BRASS CAP THE REMAINS.
 HX3026'
 HX3026'BRASS CAP DESTROYED EXCEPT FOR PART WITH THE TRIANGULATION POINT.
 HX3026'
 HX3026'AZIMUTH FOUND IN GOOD CONDITION.
 HX3026'
 HX3026'ACCESSIBLE BY 4-WHEEL DRIVE.  ON COLUMBIA GAS PUMPING STATION (COBB)
 HX3026'PROPERTY.  OBTAIN ENTRY AT COBB COMPRESSOR STATION.
 HX3026'
 HX3026'DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION IS LOCATED ABOUT
 HX3026'1.75 MILES NE OF CLENDENIN, ON A CLEARED KNOB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3108 ***********************************************************************
 HX3108  DESIGNATION -  BRUSHY
 HX3108  PID         -  HX3108
 HX3108  STATE/COUNTY-  WV/LINCOLN
 HX3108  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX3108
 HX3108                         *CURRENT SURVEY CONTROL
 HX3108  ___________________________________________________________________
 HX3108* NAD 83(1995)-  38 13 40.49654(N)    081 54 48.77605(W)     ADJUSTED  
 HX3108* NAVD 88     -       405.39   (+/-2cm)    1330.0    (feet)  VERTCON   
 HX3108  ___________________________________________________________________
 HX3108  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 HX3108  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HX3108
 HX3108  HORZ ORDER  -  FIRST
 HX3108  VERT ORDER  -  THIRD ? (See Below)
 HX3108
 HX3108.The horizontal coordinates were established by classical geodetic methods
 HX3108.and adjusted by the National Geodetic Survey in April 1998..
 HX3108
 HX3108.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3108.The vertical order pertains to the NGVD 29 superseded value.
 HX3108
 HX3108.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3108
 HX3108.The geoid height was determined by GEOID03.
 HX3108
 HX3108;                    North         East     Units Scale Factor Converg.
 HX3108;SPC WV S     -   136,678.725   520,016.938   MT  0.99992596   -0 33 53.1
 HX3108;UTM  17      - 4,231,497.701   420,040.915   MT  0.99967874   -0 33 55.2
 HX3108
 HX3108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3108!SPC WV S     -   0.99994156  x   0.99992596  =   0.99986752
 HX3108!UTM  17      -   0.99994156  x   0.99967874  =   0.99962032
 HX3108
 HX3108|---------------------------------------------------------------------|
 HX3108| PID    Reference Object                     Distance      Geod. Az  |
 HX3108|                                                           dddmmss.s |
 HX3108| DC3899 BRUSHY RM 2                           7.436 METERS 00320     |
 HX3108| DC3900 BRUSHY RM 3                          11.620 METERS 07650     |
 HX3108| DC3901 BRUSHY RM 4                           6.082 METERS 25427     |
 HX3108| DC3898 BRUSHY RM 1 AZIMUTH                                3450457.7 |
 HX3108|---------------------------------------------------------------------|
 HX3108
 HX3108                          SUPERSEDED SURVEY CONTROL
 HX3108
 HX3108  NAD 83(1995)-  38 13 40.50182(N)    081 54 48.77931(W) AD(       ) 1
 HX3108  NAD 83(1986)-  38 13 40.50436(N)    081 54 48.78185(W) AD(       ) 1
 HX3108  NAD 27      -  38 13 40.16100(N)    081 54 49.32100(W) AD(       ) 1
 HX3108  NGVD 29 (07/19/86)  405.60   (m)         1330.7    (f) LEVELING    3  
 HX3108
 HX3108.Superseded values are not recommended for survey control.
 HX3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3108.See file dsdata.txt to determine how the superseded data were derived.
 HX3108
 HX3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2004131498(NAD 83)
 HX3108_MARKER: DB = BENCH MARK DISK
 HX3108_SETTING: 80 = SET IN A BOULDER
 HX3108
 HX3108  HISTORY     - Date     Condition        Report By
 HX3108  HISTORY     - 1933     MONUMENTED       USGS
 HX3108  HISTORY     - 1944     GOOD             CGS
 HX3108  HISTORY     - 1958     GOOD             CGS
 HX3108
 HX3108                          STATION DESCRIPTION
 HX3108
 HX3108'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (MAH)
 HX3108'ON THE
 HX3108'SUMMIT OF A SMALL
 HX3108'BRUSHY RIDGE ABOUT 3 MILES E OF YAWKEY, LOCALLY
 HX3108'KNOWN AS ALLEY KNOB.  IT IS 0.25
 HX3108'MILE S OF STATE HIGHWAY 13 AND
 HX3108'16 FEET NNE OF AN OLD OIL TANK.
 HX3108'
 HX3108'STATION MARK IS AN OLD U.S. GEOLOGICAL SURVEY BENCH-MARK DISK
 HX3108'SET IN BURIED
 HX3108'STONE NEAR THE S EXTREMITY OF RIDGE.
 HX3108'
 HX3108'REFERENCE MARK 1 (AZ. MK.) IS ON THE SLOPE OF BANK, ABOUT 50
 HX3108'FEET N OF THE
 HX3108'CENTER LINE OF STATE HIGHWAY 13.  IT IS A BRONZE
 HX3108'DISK SET IN CONCRETE IN A
 HX3108'DEPRESSION IN A BOULDER.
 HX3108'
 HX3108'REFERENCE MARK 2 IS ALONG THE SUMMIT OF RIDGE.  IT IS A
 HX3108'BRONZE DISK SET IN
 HX3108'A DEPRESSION IN A BOULDER.
 HX3108'
 HX3108'REFERENCE MARK 3 IS ABOUT 10 FEET LOWER IN ELEVATION THAN
 HX3108'THE STATION MARK.
 HX3108'IT IS A BRONZE DISK SET IN A DEPRESSION IN A
 HX3108'BOULDER.
 HX3108'
 HX3108'TO REACH STATION FROM MADISON POST OFFICE, GO NE ON STATE
 HX3108'HIGHWAY 2 FOR 3.0
 HX3108'MILES TO JUNCTION OF STATE HIGHWAY 3, KEEP
 HX3108'STRAIGHT AHEAD ON HIGHWAY 3 FOR 15.5
 HX3108'MILES TO JUNCTION OF STATE
 HX3108'HIGHWAY 13 AT PORTER FORK.  TURN RIGHT (E) ON HIGHWAY
 HX3108'13 AND PROCEED
 HX3108'3.4 MILES OR 100 YARDS PAST GAP, TURN RIGHT ON FARM ROAD
 HX3108'AND FOLLOW 0.3
 HX3108'MILE WHICH IS THE END OF TRUCK TRAVEL.  KNOLL ON
 HX3108'WHICH STATION IS LOCATED CAN BE
 HX3108'SEEN ABOUT 100 YARDS TO THE RIGHT.
 HX3108
 HX3108                          STATION RECOVERY (1944)
 HX3108
 HX3108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3108'STATION WAS RECOVERED AS DESCRIBED IN 1933.
 HX3108'ALL MARKS, EXCEPT
 HX3108'REFERENCE MARK 3, WERE FOUND IN GOOD CONDITION.
 HX3108'REFERENCE MARK 3 WAS FOUND DESTROYED
 HX3108'AND A NEW MARK WAS ESTABLISHED
 HX3108'BY THIS PARTY.  THE DIRECTION TO AZIMUTH MARK WAS
 HX3108'CHECKED
 HX3108'AND FOUND TO BE CORRECT.  A DIFFERENCE WAS FOUND IN THE DIRECTION
 HX3108'TO REFERENCE MARK
 HX3108'2 AS SHOWN BELOW.
 HX3108'
 HX3108'STATION IS ON THE SUMMIT OF A SMALL BRUSHY KNOB LOCALLY
 HX3108'KNOWN AS ALLEY
 HX3108'KNOB, ABOUT 0.25 MILE S OF STATE HIGHWAY 13, AND
 HX3108'ABOUT 22 MILES SW OF CHARLESTON
 HX3108'BY ROAD, ON LAND OWNED BY E.J. TACKETT.
 HX3108'
 HX3108'STATION IS MARKED BY A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 HX3108'DISK SET IN AN 8-
 HX3108'BY 8-INCH SANDSTONE POST.  IT IS NOT STATMPED.
 HX3108'
 HX3108'REFERENCE MARK 1 IS ON THE S SLOPE OF THE HILL, ABOUT 50 FEET
 HX3108'N OF THE CENTER
 HX3108'LINE OF THE ROAD, ON LAND OWNED BY OLIE RUNYAN.
 HX3108'MARK IS A BRONZE DISK SET IN AN
 HX3108'OUTCROPPING BOULDER ABOUT 150 FEET
 HX3108'E OF THE RUNYAN HOUSE.  THE DISK IS STAMPED BRUSHY 1933.
 HX3108'
 HX3108'REFERENCE MARK 2 IS STAMPED BRUSHY NO 2 1933.
 HX3108'
 HX3108'REFERENCE MARK 4 IS STAMPED BRUSHY NO 4 1944.
 HX3108'
 HX3108'TO REACH STATION FROM SUMERCE POST OFFICE AND SAULS STORE
 HX3108'ON STATE HIGHWAY
 HX3108'13 ABOUT 21 MILES SW OF CHARLESTON, GO S ON
 HX3108'HIGHWAY FOR 0.05 MILE TO A FORK
 HX3108'LEFT,* TAKE LEFT FORK, GO 0.2
 HX3108'MILE TO END OF TRUCK TRAVEL, TURN RIGHT UP HILL
 HX3108'ABOUT 0.15 MILE
 HX3108'TO HIGHEST POINT AND STATION.
 HX3108'
 HX3108'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO S ON HIGHWAY
 HX3108'13 FOR 0.1 MILE TO
 HX3108'THE RUNYAN HOUSE AND THE AZIMUTH MARK.
 HX3108'
 HX3108'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 HX3108
 HX3108                          STATION RECOVERY (1958)
 HX3108
 HX3108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3108'THE STATION AND REFERENCE MARKS 2 AND 4 WERE RECOVERED IN GOOD
 HX3108'CONDITION.  THE
 HX3108'ANGLE BETWEEN REFERENCE MARKS 2 AND 4 WAS FOUND TO
 HX3108'BE 108 DEG 58 MIN 04 SEC AGAINST
 HX3108'THE PREVIOUS ANGLE OF 108 DEG 52 MIN 53 SEC.  THE
 HX3108'AZIMUTH MARK WAS NOT RECOVERED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2025 ***********************************************************************
 JX2025  DESIGNATION -  BUCK KNOB
 JX2025  PID         -  JX2025
 JX2025  STATE/COUNTY-  WV/TYLER
 JX2025  USGS QUAD   -  PADEN CITY (1994)
 JX2025
 JX2025                         *CURRENT SURVEY CONTROL
 JX2025  ___________________________________________________________________
 JX2025* NAD 83(1995)-  39 35 28.29577(N)    080 56 40.81196(W)     ADJUSTED  
 JX2025* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 JX2025  ___________________________________________________________________
 JX2025  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 JX2025  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JX2025
 JX2025  HORZ ORDER  -  THIRD
 JX2025
 JX2025.The horizontal coordinates were established by classical geodetic methods
 JX2025.and adjusted by the National Geodetic Survey in April 1998..
 JX2025
 JX2025.The orthometric height was scaled from a topographic map.
 JX2025
 JX2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2025
 JX2025.The geoid height was determined by GEOID03.
 JX2025
 JX2025;                    North         East     Units Scale Factor Converg.
 JX2025;SPC WV N     -   122,138.836   475,914.215   MT  0.99994092   -0 55 16.9
 JX2025;SPC OH S     -   177,794.991   733,589.960   MT  0.99994240   +0 59 12.8
 JX2025;UTM  17      - 4,382,386.736   504,750.997   MT  0.99960028   +0 02 06.9
 JX2025
 JX2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2025!SPC WV N     -   0.99994098  x   0.99994092  =   0.99988191
 JX2025!SPC OH S     -   0.99994098  x   0.99994240  =   0.99988339
 JX2025!UTM  17      -   0.99994098  x   0.99960028  =   0.99954129
 JX2025
 JX2025|---------------------------------------------------------------------|
 JX2025| PID    Reference Object                     Distance      Geod. Az  |
 JX2025|                                                           dddmmss.s |
 JX2025| CX3316 POLLOCK RM 1                          9.665 METERS 08244     |
 JX2025| CX3317 POLLOCK RM 5                         21.714 METERS 12703     |
 JX2025| JX2026 POLLOCK RESET                        13.027 METERS 17333     |
 JX2025| JX2027 SMITH                               APPROX. 6.8 KM 2132924.7 |
 JX2025|---------------------------------------------------------------------|
 JX2025
 JX2025                          SUPERSEDED SURVEY CONTROL
 JX2025
 JX2025  NAD 83(1986)-  39 35 28.30169(N)    080 56 40.81992(W) AD(       ) 3
 JX2025  NAD 27      -  39 35 28.03330(N)    080 56 41.43420(W) AD(       ) 3
 JX2025
 JX2025.Superseded values are not recommended for survey control.
 JX2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2025.See file dsdata.txt to determine how the superseded data were derived.
 JX2025
 JX2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0475182387(NAD 83)
 JX2025_MARKER: DS = TRIANGULATION STATION DISK
 JX2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2025
 JX2025  HISTORY     - Date     Condition        Report By
 JX2025  HISTORY     - 1963     MONUMENTED       CGS
 JX2025
 JX2025                          STATION DESCRIPTION
 JX2025
 JX2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2025'NO MEASUREMENT BETWEEN RMS TREES ON LINE
 JX2025'
 JX2025'THE STATION IS ON A HEAVILY WOODED HILL KNOWN AS BUCK KNOB, ABOUT 7
 JX2025'MILES NORTH-NORTHWEST OF MIDDLEBOURNE,
 JX2025'3-1/2 MILES NORTHEAST OF SISTERSVILLE, 1 MILE SOUTH OF PADEN
 JX2025'CITY AND ON THE PROPERTY OF MR.
 JX2025'RONALD HASSIG.  IT IS 4 FEET NORTHEAST OF A WITNESS POST
 JX2025'AND 30 FEET WEST OF A TRIPLE TRUNK ASH TREE.  THE
 JX2025'MONUMENT PROJECTS 5 INCHES AND THE
 JX2025'DISK IS STAMPED BUCK KNOB 1963.
 JX2025'
 JX2025'TO REACH FROM THE POST OFFICE IN PADEN CITY, GO EAST ON MAIN STREET
 JX2025'FOR 0.1 MILE TO THE JUNCTION
 JX2025'WITH STATE HIGHWAY 2 (FOURTH AVENUE).  TURN RIGHT AND GO SOUTH ON
 JX2025'HIGHWAY 2 (FOURTH AVENUE) FOR 0.25
 JX2025'MILE TO A SIDE STREET LEFT.  TURN LEFT AND GO EAST ON A PAVED
 JX2025'STREET FOR 0.15 MILE TO A CROSS STREET.
 JX2025'CONTINUE EAST-SOUTHEAST UP HILL ON A GRAVELED
 JX2025'ROAD FOR 0.9 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 JX2025'SOUTHEAST AND SOUTH ON A
 JX2025'GRAVELED ROAD FOR 0.3 MILE TO A DIM TRACK ROAD RIGHT JUST BEFORE
 JX2025'REACHING A HOUSE.  TURN SHARP
 JX2025'RIGHT AND GO NORTHWEST AND NORTH UP A HILL ON THE TRACK ROAD FOR 0.15
 JX2025'MILE TO THE TOP OF THE HILL AND
 JX2025'THE STATION.
 JX2025'
 JX2025'POLLOCK (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE
 JX2025'TOP OF A 6 X 6 INCH GRANITE
 JX2025'POST.  IT IS 2 FEET NORTHEAST OF A WITNESS POST AND 5 FEET WEST OF
 JX2025'THE CENTERLINE OF THE TRACK ROAD.
 JX2025'THE MONUMENT PROJECTS 12 INCHES AND THE DISK IS STAMPED
 JX2025'POLLOCK 1903 1957.
 JX2025'
 JX2025'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET
 JX2025'IN THE TOP OF A 8 X 8 INCH
 JX2025'CONCRETE POST.  IT IS 6 FEET SOUTH OF THE TRIPLE TRUNK ASH TREE AND
 JX2025'34 FEET EAST OF THE WITNESS
 JX2025'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JX2025'POLLOCK 1 1957.
 JX2025'
 JX2025'REFERENCE MARK 5 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET
 JX2025'IN THE TOP OF A 8 X 8 INCH
 JX2025'CONCRETE POST.  IT IS 25 FEET NORTHWEST OF AN 8 INCH WILD CHERRY TREE
 JX2025'AND 71 FEET SOUTHEAST OF THE
 JX2025'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 JX2025'STAMPED POLLOCK 5 1957.
 JX2025'
 JX2025'NO SUITABLE PLACE FOR AN AZIMUTH COULD BE FOUND.
 JX2025'
 JX2025'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2937 ***********************************************************************
 HX2937  DESIGNATION -  BUCKEYE
 HX2937  PID         -  HX2937
 HX2937  STATE/COUNTY-  WV/BRAXTON
 HX2937  USGS QUAD   -  SUTTON (1976)
 HX2937
 HX2937                         *CURRENT SURVEY CONTROL
 HX2937  ___________________________________________________________________
 HX2937* NAD 83(1995)-  38 38 14.57757(N)    080 42 19.11443(W)     ADJUSTED  
 HX2937* NAVD 88     -       454.1    (meters)    1490.     (feet)  VERTCON   
 HX2937  ___________________________________________________________________
 HX2937  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 HX2937  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HX2937
 HX2937  HORZ ORDER  -  THIRD
 HX2937
 HX2937.The horizontal coordinates were established by classical geodetic methods
 HX2937.and adjusted by the National Geodetic Survey in April 1998..
 HX2937
 HX2937.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2937
 HX2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2937
 HX2937.The geoid height was determined by GEOID03.
 HX2937
 HX2937;                    North         East     Units Scale Factor Converg.
 HX2937;SPC WV S     -   181,775.215   625,656.609   MT  0.99995686   +0 10 55.8
 HX2937;UTM  17      - 4,276,578.983   525,647.522   MT  0.99960810   +0 11 02.4
 HX2937
 HX2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2937!SPC WV S     -   0.99993379  x   0.99995686  =   0.99989065
 HX2937!UTM  17      -   0.99993379  x   0.99960810  =   0.99954191
 HX2937
 HX2937:                Primary Azimuth Mark                     Grid Az
 HX2937:SPC WV S     -  BUCKEYE AZ MK                            009 26 27.9
 HX2937:UTM  17      -  BUCKEYE AZ MK                            009 26 21.3
 HX2937
 HX2937|---------------------------------------------------------------------|
 HX2937| PID    Reference Object                     Distance      Geod. Az  |
 HX2937|                                                           dddmmss.s |
 HX2937| DC3902 BUCKEYE AZ MK                                      0093723.7 |
 HX2937| DC3903 BUCKEYE RM 1                          9.283 METERS 09317     |
 HX2937| HX2934 SUTTON USE BUG RIDGE RAD MAST       APPROX. 1.4 KM 0945854.4 |
 HX2937| DC3904 BUCKEYE RM 2                          9.160 METERS 25253     |
 HX2937|---------------------------------------------------------------------|
 HX2937
 HX2937                          SUPERSEDED SURVEY CONTROL
 HX2937
 HX2937  NAD 83(1986)-  38 38 14.58410(N)    080 42 19.12440(W) AD(       ) 3
 HX2937  NAD 27      -  38 38 14.22260(N)    080 42 19.77770(W) AD(       ) 3
 HX2937  NGVD 29 (07/19/86)  454.3    (m)         1490.     (f) VERT ANG       
 HX2937
 HX2937.Superseded values are not recommended for survey control.
 HX2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2937.See file dsdata.txt to determine how the superseded data were derived.
 HX2937
 HX2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC2564876579(NAD 83)
 HX2937_MARKER: DS = TRIANGULATION STATION DISK
 HX2937_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX2937_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX2937
 HX2937  HISTORY     - Date     Condition        Report By
 HX2937  HISTORY     - 1961     MONUMENTED       CGS
 HX2937
 HX2937                          STATION DESCRIPTION
 HX2937
 HX2937'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2937'STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF SUTTON ON A BARE HILL ON
 HX2937'THE EAST SIDE OF
 HX2937'U.S. HIGHWAY 19.
 HX2937'
 HX2937'TO REACH THE STATION FROM THE BRIDGE OVER ELK RIVER IN SUTTON GO
 HX2937'SOUTH ON U.S.
 HX2937'HIGHWAY 19 FOR 2.0 MILES TO A SIDE ROAD RIGHT AND AZIMUTH
 HX2937'MARK ON LEFT (EAST) SIDE OF
 HX2937'HIGHWAY AS DESCRIBED.  CONTINUE SOUTH ON U.S.
 HX2937'HIGHWAY 19 FOR 0.4 MILE TO GATE AND STOCK
 HX2937'LOADING CHUTE ON LEFT AND
 HX2937'OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL PACK SOUTH UP
 HX2937'SLOPE TO TOP OF HILL
 HX2937'AND STATION AS DESCRIBED.
 HX2937'
 HX2937'STATION MARK, A STANDARD DISK CEMENTED IN THE TOP OF A 4 INCH
 HX2937'ORANGEBURG PIPE AND
 HX2937'STAMPED BUCKEYE 1961, IS 3.5 FEET NORTH OF STEEL WITNESS POST
 HX2937'WITH METAL SIGN, 4 FEET
 HX2937'NORTH OF FENCELINE AND 98 FEET EAST OF FENCE CORNER.
 HX2937'THE MARK PROJECTS 5 INCHES.
 HX2937'
 HX2937'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN THE TOP OF A 4 INCH
 HX2937'ORANGEBURG PIPE
 HX2937'THAT PROJECTS 4 INCHES AND STAMPED BUCKEYE NO 1 1961, IS
 HX2937'30 FEET EAST OF A STEEL WITNESS
 HX2937'POST WITH METAL SIGN AND IS SET IN FENCELINE.
 HX2937'
 HX2937'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN THE TOP OF A 4 INCH
 HX2937'ORANGEBURG PIPE
 HX2937'THAT PROJECTS 4 INCHES AND STAMPED BUCKEYE NO 2 1961, IS
 HX2937'30 FEET WEST OF A STEEL WITNESS
 HX2937'POST WITH METAL SIGN AND IS SET IN FENCELINE.
 HX2937'
 HX2937'AZIMUTH MARK, A STANDARD DISK SET IN A 12 X 12 CONCRETE MONUMENT THAT
 HX2937'PROJECTS 3 INCHES
 HX2937'AND STAMPED BUCKEYE 1961, IS 2 FEET SOUTHWEST OF A STEEL
 HX2937'WITNESS POST WITH METAL SIGN AND 38
 HX2937'FEET EAST OF THE APPROXIMATE CENTER OF
 HX2937'U.S. HIGHWAY 19.
 HX2937'
 HX2937'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2846 ***********************************************************************
 HX2846  DESIGNATION -  BUCKHANNON
 HX2846  PID         -  HX2846
 HX2846  STATE/COUNTY-  WV/UPSHUR
 HX2846  USGS QUAD   -  BUCKHANNON (1989)
 HX2846
 HX2846                         *CURRENT SURVEY CONTROL
 HX2846  ___________________________________________________________________
 HX2846* NAD 83(1995)-  38 59 25.50951(N)    080 13 11.34752(W)     ADJUSTED  
 HX2846* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 HX2846  ___________________________________________________________________
 HX2846  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 HX2846  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HX2846
 HX2846  HORZ ORDER  -  SECOND
 HX2846
 HX2846.The horizontal coordinates were established by classical geodetic methods
 HX2846.and adjusted by the National Geodetic Survey in April 1998..
 HX2846
 HX2846.The orthometric height was scaled from a topographic map.
 HX2846
 HX2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2846
 HX2846.The geoid height was determined by GEOID03.
 HX2846
 HX2846;                    North         East     Units Scale Factor Converg.
 HX2846;SPC WV S     -   221,209.718   667,594.272   MT  1.00002457   +0 28 56.3
 HX2846;UTM  17      - 4,316,002.854   567,566.812   MT  0.99965621   +0 29 27.2
 HX2846
 HX2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2846!SPC WV S     -   0.99993663  x   1.00002457  =   0.99996119
 HX2846!UTM  17      -   0.99993663  x   0.99965621  =   0.99959286
 HX2846
 HX2846|---------------------------------------------------------------------|
 HX2846| PID    Reference Object                     Distance      Geod. Az  |
 HX2846|                                                           dddmmss.s |
 HX2846| DC3906 BUCKHANNON RM 1                      24.310 METERS 01952     |
 HX2846| DC3905 BUCKHANNON AZ MK                                   0661629.8 |
 HX2846| DC3907 BUCKHANNON RM 2                      25.983 METERS 08726     |
 HX2846| HX2843 BUCKHANNON SNODGRASS HS CUPOLA      APPROX. 0.6 KM 2240937.3 |
 HX2846| HX2839 BUCKHANNON ST JOSEPHS HOSP          APPROX. 1.4 KM 2764325.9 |
 HX2846| HX2842 BUCKHANNON FIRST METH PROT CH       APPROX. 0.6 KM 2820637.9 |
 HX2846| HX2840 BUCKHANNON CO COURTHOUSE DOME       APPROX. 1.1 KM 2885101.1 |
 HX2846| HX2841 BUCKHANNON MAIN ST SCH TWR          APPROX. 0.7 KM 3022840.4 |
 HX2846| HX2845 BUCKHANNON MAG STA N MERIDIAN        85.133 METERS 32947     |
 HX2846|---------------------------------------------------------------------|
 HX2846
 HX2846                          SUPERSEDED SURVEY CONTROL
 HX2846
 HX2846  NAD 83(1986)-  38 59 25.51470(N)    080 13 11.35877(W) AD(       ) 2
 HX2846  NAD 27      -  38 59 25.15960(N)    080 13 12.06110(W) AD(       ) 2
 HX2846
 HX2846.Superseded values are not recommended for survey control.
 HX2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2846.See file dsdata.txt to determine how the superseded data were derived.
 HX2846
 HX2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6756716003(NAD 83)
 HX2846_MARKER: DS = TRIANGULATION STATION DISK
 HX2846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2846
 HX2846  HISTORY     - Date     Condition        Report By
 HX2846  HISTORY     - 1941     MONUMENTED       CGS
 HX2846
 HX2846                          STATION DESCRIPTION
 HX2846
 HX2846'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2846'THE STATION IS ON THE CAMPUS OF WEST VIRGINIA WESLEYAN UNIVERSITY, IN
 HX2846'THE TOWN OF BUCKHANNON.  IT IS
 HX2846'77 FEET NW OF THE NW CORNER OF THE OLD MAIN
 HX2846'BUILDING, 159 FEET W OF THE SW CORNER
 HX2846'OF THE MUSIC HALL, AND 117
 HX2846'FEET NE OF THE FLAGPOLE IN FRONT OF OLD MAIN.  THE MARK
 HX2846'IS FLUSH WITH
 HX2846'THE SURFACE OF THE CAMPUS LAWN AND THE DISK IS STAMPED BUCKHANNON
 HX2846'1941.
 HX2846'
 HX2846'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 HX2846'BRONZE DISKS SET IN CONCRETE.
 HX2846'
 HX2846'REFERENCE MARK NO. 1 IS FLUSH WITH THE SURFACE OF THE CAMPUS
 HX2846'LAWN AND THE DISK
 HX2846'IS STAMPED BUCKHANNON NO. 1 1941.
 HX2846'
 HX2846'REFERENCE MARK NO. 2 IS FLUSH WITH THE SURFACE OF THE CAMPUS
 HX2846'LAWN AND THE DISK
 HX2846'IS STAMPED BUCKHANNON NO. 2 1941.
 HX2846'
 HX2846'THE AZIMUTH MARK IS 21 FEET NE OF THE CENTER OF U.S. HIGHWAY
 HX2846'33, 67 FEET NE OF
 HX2846'POWER LINE POLE NO. 735, AND IS SET IN THE TOP OF
 HX2846'THE CONCRETE BULKHEAD OF THE CULVERT
 HX2846'IN ABOUT THE CENTER OF THE
 HX2846'CURVE TO S AND W.  THE DISK IS STAMPED BUCKHANNON 1941.
 HX2846'TO
 HX2846'REACH FROM THE POST OFFICE IN BUCKHANNON DRIVE E ON U.S. HIGHWAY 33
 HX2846'FOR 0.9 MILE TO
 HX2846'THE CULVERT ON THE LEFT.
 HX2846'
 HX2846'A TRAVERSE CONNECTION WAS MADE TO BUCKHANNON MAGNETIC STATION
 HX2846'NORTH MERIDIAN.
 HX2846'IT IS 60 FEET E OF THE E CURB OF COLLEGE STREET,
 HX2846'1.3 FEET SW OF THE SW EDGE OF THE
 HX2846'SIDEWALK LEADING NW FROM THE OLD
 HX2846'MAIN BUILDING.  IT IS A STANDARD COAST AND GEODETIC
 HX2846'SURVEY MAGNETIC
 HX2846'STATION DISK SET IN THE TOP OF A 10-INCH SQUARE LIMESTONE POST
 HX2846'WHICH PROJECTS
 HX2846'ABOUT 2 INCHES ABOVE THE GRASS OF THE CAMPUS LAWN.
 HX2846'
 HX2846'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2840 ***********************************************************************
 HX2840  DESIGNATION -  BUCKHANNON CO COURTHOUSE DOME
 HX2840  PID         -  HX2840
 HX2840  STATE/COUNTY-  WV/UPSHUR
 HX2840  USGS QUAD   -  BUCKHANNON (1989)
 HX2840
 HX2840                         *CURRENT SURVEY CONTROL
 HX2840  ___________________________________________________________________
 HX2840* NAD 83(1995)-  38 59 36.71985(N)    080 13 53.43181(W)     ADJUSTED  
 HX2840* NAVD 88     -                                                        
 HX2840  ___________________________________________________________________
 HX2840  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 HX2840  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HX2840
 HX2840  HORZ ORDER  -  THIRD
 HX2840
 HX2840.The horizontal coordinates were established by classical geodetic methods
 HX2840.and adjusted by the National Geodetic Survey in April 1998..
 HX2840
 HX2840
 HX2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2840
 HX2840.The geoid height was determined by GEOID03.
 HX2840
 HX2840;                    North         East     Units Scale Factor Converg.
 HX2840;SPC WV S     -   221,546.953   666,578.610   MT  1.00002534   +0 28 30.3
 HX2840;UTM  17      - 4,316,339.813   566,551.474   MT  0.99965454   +0 29 00.9
 HX2840
 HX2840                          SUPERSEDED SURVEY CONTROL
 HX2840
 HX2840  NAD 83(1986)-  38 59 36.72531(N)    080 13 53.44343(W) AD(       ) 4
 HX2840  NAD 27      -  38 59 36.37100(N)    080 13 54.14500(W) AD(       ) 3
 HX2840
 HX2840.Superseded values are not recommended for survey control.
 HX2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2840.See file dsdata.txt to determine how the superseded data were derived.
 HX2840
 HX2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6655116340(NAD 83)
 HX2840_MARKER: 87 = DOME
 HX2840
 HX2840  HISTORY     - Date     Condition        Report By
 HX2840  HISTORY     - 1941     FIRST OBSERVED   CGS
 HX2840
 HX2840                          STATION DESCRIPTION
 HX2840
 HX2840'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2840'THIS IS AN INTERSECTION STATION.
 HX2840'
 HX2840'THE STATION IS THE DOME OF THE UPSHUR COUNTY COURTHOUSE WHICH IS IN
 HX2840'THE CENTER OF THE
 HX2840'TOWN OF BUCKHANNON.  THE TIP OF THE FINIAL OVER THE DOME WAS OBSERVED
 HX2840'UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2842 ***********************************************************************
 HX2842  DESIGNATION -  BUCKHANNON FIRST METH PROT CH
 HX2842  PID         -  HX2842
 HX2842  STATE/COUNTY-  WV/UPSHUR
 HX2842  USGS QUAD   -  BUCKHANNON (1989)
 HX2842
 HX2842                         *CURRENT SURVEY CONTROL
 HX2842  ___________________________________________________________________
 HX2842* NAD 83(1995)-  38 59 29.77178(N)    080 13 36.80554(W)     ADJUSTED  
 HX2842* NAVD 88     -                                                        
 HX2842  ___________________________________________________________________
 HX2842  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 HX2842  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HX2842
 HX2842  HORZ ORDER  -  THIRD
 HX2842
 HX2842.The horizontal coordinates were established by classical geodetic methods
 HX2842.and adjusted by the National Geodetic Survey in April 1998..
 HX2842
 HX2842
 HX2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2842
 HX2842.The geoid height was determined by GEOID03.
 HX2842
 HX2842;                    North         East     Units Scale Factor Converg.
 HX2842;SPC WV S     -   221,336.021   666,980.506   MT  1.00002486   +0 28 40.6
 HX2842;UTM  17      - 4,316,129.019   566,953.253   MT  0.99965520   +0 29 11.3
 HX2842
 HX2842                          SUPERSEDED SURVEY CONTROL
 HX2842
 HX2842  NAD 83(1986)-  38 59 29.77726(N)    080 13 36.81727(W) AD(       ) 4
 HX2842  NAD 27      -  38 59 29.42300(N)    080 13 37.51900(W) AD(       ) 3
 HX2842
 HX2842.Superseded values are not recommended for survey control.
 HX2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2842.See file dsdata.txt to determine how the superseded data were derived.
 HX2842
 HX2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6695316129(NAD 83)
 HX2842_MARKER: 82 = FINIAL
 HX2842
 HX2842  HISTORY     - Date     Condition        Report By
 HX2842  HISTORY     - 1941     FIRST OBSERVED   CGS
 HX2842
 HX2842                          STATION DESCRIPTION
 HX2842
 HX2842'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2842'THIS IS AN INTERSECTION STATION.
 HX2842'
 HX2842'THE STATION IS THE FINIAL ON TOP THE SPIRE OF THE FIRST METHODIST
 HX2842'PROTESTANT CHURCH WHICH
 HX2842'IS ON SOUTH FLORIDA STREET.  THE TIP OF THE FINIAL OVER THE SPIRE WAS
 HX2842'OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2845 ***********************************************************************
 HX2845  DESIGNATION -  BUCKHANNON MAG STA N MERIDIAN
 HX2845  PID         -  HX2845
 HX2845  STATE/COUNTY-  WV/UPSHUR
 HX2845  USGS QUAD   -  BUCKHANNON (1989)
 HX2845
 HX2845                         *CURRENT SURVEY CONTROL
 HX2845  ___________________________________________________________________
 HX2845* NAD 83(1995)-  38 59 27.89514(N)    080 13 13.12776(W)     ADJUSTED  
 HX2845* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 HX2845  ___________________________________________________________________
 HX2845  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 HX2845  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HX2845
 HX2845  HORZ ORDER  -  SECOND
 HX2845
 HX2845.The horizontal coordinates were established by classical geodetic methods
 HX2845.and adjusted by the National Geodetic Survey in April 1998..
 HX2845
 HX2845.The orthometric height was scaled from a topographic map.
 HX2845
 HX2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2845
 HX2845.The geoid height was determined by GEOID03.
 HX2845
 HX2845;                    North         East     Units Scale Factor Converg.
 HX2845;SPC WV S     -   221,282.924   667,550.810   MT  1.00002474   +0 28 55.2
 HX2845;UTM  17      - 4,316,076.026   567,523.355   MT  0.99965614   +0 29 26.1
 HX2845
 HX2845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2845!SPC WV S     -   0.99993694  x   1.00002474  =   0.99996168
 HX2845!UTM  17      -   0.99993694  x   0.99965614  =   0.99959310
 HX2845
 HX2845                          SUPERSEDED SURVEY CONTROL
 HX2845
 HX2845  NAD 83(1986)-  38 59 27.90033(N)    080 13 13.13901(W) AD(       ) 2
 HX2845  NAD 27      -  38 59 27.54530(N)    080 13 13.84120(W) AD(       ) 2
 HX2845
 HX2845.Superseded values are not recommended for survey control.
 HX2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2845.See file dsdata.txt to determine how the superseded data were derived.
 HX2845
 HX2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6752316076(NAD 83)
 HX2845_MARKER: DS = TRIANGULATION STATION DISK
 HX2845_SETTING: 0 = UNSPECIFIED SETTING
 HX2845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2845
 HX2845  HISTORY     - Date     Condition        Report By
 HX2845  HISTORY     - 1941     MONUMENTED       CGS
 HX2845
 HX2845                          STATION DESCRIPTION
 HX2845
 HX2845'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2845'THIS IS A TRAVERSE STATION LOCATED FROM TRIANGULATION
 HX2845'STATION
 HX2845'BUCKHANNON.
 HX2845'
 HX2845'THIS IS AN OLD MAGNETIC STATION OF THE U.S. COAST AND GEODETIC
 HX2845'SURVEY.  NO RECORD IS
 HX2845'AVAILABLE HERE AS TO WHEN IT WAS ESTABLISHED.  IT IS ON THE CAMPUS OF
 HX2845'WEST VIRGINIA WESLEYAN
 HX2845'UNIVERSITY, 60 FEET EAST OF THE EAST CURB OF COLLEGE STREET, 1.3 FEET
 HX2845'SOUTHWEST OF THE SOUTHWEST EDGE OF
 HX2845'THE SIDEWALK LEADING NORTHWEST FROM THE OLD MAIN
 HX2845'BUILDING.  THE MARK IS AN OLD MAGNETIC STATION DISK
 HX2845'SET IN THE TOP OF A 10 INCH SQUARE
 HX2845'LIMESTONE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GRASS OF THE
 HX2845'CAMPUS LAWN.  THE POST IS LEANING
 HX2845'SLIGHTLY TO THE SOUTHWEST AND MAY NOT BE IN ITS ORIGINAL POSITION.
 HX2845'DUE TO THE PROXIMITY OF THE SIDEWALK
 HX2845'FROST ACTION MAY HAVE CAUSED THE POST TO MOVE FROM THE
 HX2845'ORIGINAL POSITION.  THE LETTERS U S C AND G S ARE
 HX2845'ENGRAVED IN THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2841 ***********************************************************************
 HX2841  DESIGNATION -  BUCKHANNON MAIN ST SCH TWR
 HX2841  PID         -  HX2841
 HX2841  STATE/COUNTY-  WV/UPSHUR
 HX2841  USGS QUAD   -  BUCKHANNON (1989)
 HX2841
 HX2841                         *CURRENT SURVEY CONTROL
 HX2841  ___________________________________________________________________
 HX2841* NAD 83(1995)-  38 59 38.23881(N)    080 13 36.97522(W)     ADJUSTED  
 HX2841* NAVD 88     -                                                        
 HX2841  ___________________________________________________________________
 HX2841  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 HX2841  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HX2841
 HX2841  HORZ ORDER  -  THIRD
 HX2841
 HX2841.The horizontal coordinates were established by classical geodetic methods
 HX2841.and adjusted by the National Geodetic Survey in April 1998..
 HX2841
 HX2841
 HX2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2841
 HX2841.The geoid height was determined by GEOID03.
 HX2841
 HX2841;                    North         East     Units Scale Factor Converg.
 HX2841;SPC WV S     -   221,597.087   666,974.244   MT  1.00002544   +0 28 40.5
 HX2841;UTM  17      - 4,316,389.987   566,946.955   MT  0.99965519   +0 29 11.3
 HX2841
 HX2841                          SUPERSEDED SURVEY CONTROL
 HX2841
 HX2841  NAD 83(1986)-  38 59 38.24430(N)    080 13 36.98691(W) AD(       ) 4
 HX2841  NAD 27      -  38 59 37.89000(N)    080 13 37.68800(W) AD(       ) 3
 HX2841
 HX2841.Superseded values are not recommended for survey control.
 HX2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2841.See file dsdata.txt to determine how the superseded data were derived.
 HX2841
 HX2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6694716390(NAD 83)
 HX2841_MARKER: 82 = FINIAL
 HX2841
 HX2841  HISTORY     - Date     Condition        Report By
 HX2841  HISTORY     - 1941     FIRST OBSERVED   CGS
 HX2841
 HX2841                          STATION DESCRIPTION
 HX2841
 HX2841'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2841'THIS IS AN INTERSECTION STATION.
 HX2841'
 HX2841'THE STATION IS THE BALL OVER THE FINIAL ON THE BELL TOWER OF THE MAIN
 HX2841'STREET GRADE SCHOOL IN
 HX2841'THE TOWN OF BUCKHANNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2843 ***********************************************************************
 HX2843  DESIGNATION -  BUCKHANNON SNODGRASS HS CUPOLA
 HX2843  PID         -  HX2843
 HX2843  STATE/COUNTY-  WV/UPSHUR
 HX2843  USGS QUAD   -  BUCKHANNON (1989)
 HX2843
 HX2843                         *CURRENT SURVEY CONTROL
 HX2843  ___________________________________________________________________
 HX2843* NAD 83(1995)-  38 59 12.25667(N)    080 13 27.83747(W)     ADJUSTED  
 HX2843* NAVD 88     -                                                        
 HX2843  ___________________________________________________________________
 HX2843  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 HX2843  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HX2843
 HX2843  HORZ ORDER  -  THIRD
 HX2843
 HX2843.The horizontal coordinates were established by classical geodetic methods
 HX2843.and adjusted by the National Geodetic Survey in April 1998..
 HX2843
 HX2843
 HX2843.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2843
 HX2843.The geoid height was determined by GEOID03.
 HX2843
 HX2843;                    North         East     Units Scale Factor Converg.
 HX2843;SPC WV S     -   220,797.707   667,200.847   MT  1.00002367   +0 28 46.1
 HX2843;UTM  17      - 4,315,590.935   567,173.593   MT  0.99965556   +0 29 16.7
 HX2843
 HX2843                          SUPERSEDED SURVEY CONTROL
 HX2843
 HX2843  NAD 83(1986)-  38 59 12.26218(N)    080 13 27.84911(W) AD(       ) 4
 HX2843  NAD 27      -  38 59 11.90700(N)    080 13 28.55200(W) AD(       ) 3
 HX2843
 HX2843.Superseded values are not recommended for survey control.
 HX2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2843.See file dsdata.txt to determine how the superseded data were derived.
 HX2843
 HX2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6717415591(NAD 83)
 HX2843_MARKER: 86 = CUPOLA
 HX2843
 HX2843  HISTORY     - Date     Condition        Report By
 HX2843  HISTORY     - 1941     FIRST OBSERVED   CGS
 HX2843
 HX2843                          STATION DESCRIPTION
 HX2843
 HX2843'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2843'THIS IS AN INTERSECTION STATION.
 HX2843'
 HX2843'THE STATION IS THE FINIAL OVER THE CUPOLA ON THE SNODGRASS HIGH
 HX2843'SCHOOL.  THE SCHOOL
 HX2843'IS IN THE SOUTHEAST PART OF THE TOWN OF BUCKHANNON ON SOUTH COLLEGE
 HX2843'STREET.  THE TIP OF THE BALL ON THE
 HX2843'FINIAL WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2839 ***********************************************************************
 HX2839  DESIGNATION -  BUCKHANNON ST JOSEPHS HOSP
 HX2839  PID         -  HX2839
 HX2839  STATE/COUNTY-  WV/UPSHUR
 HX2839  USGS QUAD   -  BUCKHANNON (1989)
 HX2839
 HX2839                         *CURRENT SURVEY CONTROL
 HX2839  ___________________________________________________________________
 HX2839* NAD 83(1995)-  38 59 30.77324(N)    080 14 08.60105(W)     ADJUSTED  
 HX2839* NAVD 88     -                                                        
 HX2839  ___________________________________________________________________
 HX2839  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 HX2839  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HX2839
 HX2839  HORZ ORDER  -  THIRD
 HX2839
 HX2839.The horizontal coordinates were established by classical geodetic methods
 HX2839.and adjusted by the National Geodetic Survey in April 1998..
 HX2839
 HX2839
 HX2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2839
 HX2839.The geoid height was determined by GEOID03.
 HX2839
 HX2839;                    North         East     Units Scale Factor Converg.
 HX2839;SPC WV S     -   221,360.557   666,215.076   MT  1.00002493   +0 28 20.9
 HX2839;UTM  17      - 4,316,153.432   566,188.103   MT  0.99965394   +0 28 51.3
 HX2839
 HX2839                          SUPERSEDED SURVEY CONTROL
 HX2839
 HX2839  NAD 83(1986)-  38 59 30.77869(N)    080 14 08.61267(W) AD(       ) 4
 HX2839  NAD 27      -  38 59 30.42500(N)    080 14 09.31300(W) AD(       ) 3
 HX2839
 HX2839.Superseded values are not recommended for survey control.
 HX2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2839.See file dsdata.txt to determine how the superseded data were derived.
 HX2839
 HX2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6618816153(NAD 83)
 HX2839_MARKER: 89 = SPIRE
 HX2839
 HX2839  HISTORY     - Date     Condition        Report By
 HX2839  HISTORY     - 1941     FIRST OBSERVED   CGS
 HX2839
 HX2839                          STATION DESCRIPTION
 HX2839
 HX2839'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2839'THIS IS AN INTERSECTION STATION.
 HX2839'
 HX2839'THE STATION IS THE TIP OF THE SPIRE AT THE ST. JOSEPHS HOSPITAL.  THE
 HX2839'HOSPITAL BUILDINGS
 HX2839'ARE YELLOW BRICK AND THEY ARE IN THE WEST PART OF THE TOWN OF
 HX2839'BUCKHANNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3338 ***********************************************************************
 GX3338  DESIGNATION -  BUCKHORN
 GX3338  PID         -  GX3338
 GX3338  STATE/COUNTY-  WV/MERCER
 GX3338  USGS QUAD   -  OAKVALE (1977)
 GX3338
 GX3338                         *CURRENT SURVEY CONTROL
 GX3338  ___________________________________________________________________
 GX3338* NAD 83(1995)-  37 17 33.73917(N)    080 58 48.42227(W)     ADJUSTED  
 GX3338* NAVD 88     -      1240.     (meters)    4068.     (feet)  SCALED    
 GX3338  ___________________________________________________________________
 GX3338  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 GX3338  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX3338
 GX3338  HORZ ORDER  -  SECOND
 GX3338
 GX3338.The horizontal coordinates were established by classical geodetic methods
 GX3338.and adjusted by the National Geodetic Survey in April 1998..
 GX3338
 GX3338.The orthometric height was scaled from a topographic map.
 GX3338
 GX3338.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3338
 GX3338.The geoid height was determined by GEOID03.
 GX3338
 GX3338;                    North         East     Units Scale Factor Converg.
 GX3338;SPC WV S     -    32,487.645   601,763.066   MT  1.00004581   +0 00 44.2
 GX3338;SPC VA S     - 1,109,354.221 3,280,126.825   MT  0.99994625   -1 30 18.9
 GX3338;SPC VA S     - 3,639,606.31 10,761,549.43   sFT  0.99994625   -1 30 18.9
 GX3338;UTM  17      - 4,127,344.112   501,762.280   MT  0.99960004   +0 00 43.4
 GX3338
 GX3338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3338!SPC WV S     -   0.99981033  x   1.00004581  =   0.99985613
 GX3338!SPC VA S     -   0.99981033  x   0.99994625  =   0.99975659
 GX3338!UTM  17      -   0.99981033  x   0.99960004  =   0.99941045
 GX3338
 GX3338|---------------------------------------------------------------------|
 GX3338| PID    Reference Object                     Distance      Geod. Az  |
 GX3338|                                                           dddmmss.s |
 GX3338| DC3909 BUCKHORN RM 1                         4.008 METERS 10413     |
 GX3338| DC3910 BUCKHORN RM 2                        12.370 METERS 19613     |
 GX3338| GX1421 BLUEFIELD                           APPROX.20.0 KM 2665944.1 |
 GX3338| DC3908 BUCKHORN AZ MK                                     3023128.1 |
 GX3338| GX3337 BUCKHORN USGS 1934                    2.720 METERS 32928     |
 GX3338|---------------------------------------------------------------------|
 GX3338
 GX3338                          SUPERSEDED SURVEY CONTROL
 GX3338
 GX3338  NAD 83(1995)-  37 17 33.73949(N)    080 58 48.42414(W) AD(       ) 2
 GX3338  NAD 83(1995)-  37 17 33.74453(N)    080 58 48.42496(W) AD(       ) 2
 GX3338  NAD 83(1986)-  37 17 33.74542(N)    080 58 48.42690(W) AD(       ) 2
 GX3338  NAD 27      -  37 17 33.31444(N)    080 58 49.12542(W) AD(       ) 2
 GX3338
 GX3338.Superseded values are not recommended for survey control.
 GX3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3338.See file dsdata.txt to determine how the superseded data were derived.
 GX3338
 GX3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB0176227344(NAD 83)
 GX3338_MARKER: DS = TRIANGULATION STATION DISK
 GX3338_SETTING: 66 = SET IN ROCK OUTCROP
 GX3338_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GX3338
 GX3338  HISTORY     - Date     Condition        Report By
 GX3338  HISTORY     - 1934     MONUMENTED       CGS
 GX3338  HISTORY     - 1948     GOOD             USGS
 GX3338
 GX3338                          STATION DESCRIPTION
 GX3338
 GX3338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3338'STATION IS LOCATED 8-1/2 MILES SE OF PRINCETON, WEST VIRGINIA, AND 8
 GX3338'1/2 MILES SW OF GLENLYN, VIRGINIA, ON THE HIGHEST SUMMIT OF THE
 GX3338'EAST RIVER MOUNTAINS, LOCALLY KNOWN AS BUCKHORN KNOB.
 GX3338'
 GX3338'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 GX3338'HOLES IN OUTCROPPING BEDROCK.
 GX3338'
 GX3338'REFERENCE MARK NO. 1 IS NNE OF THE STATION, SLIGHTLY DOWN THE NE
 GX3338'SLOPE OF THE SUMMIT.
 GX3338'
 GX3338'REFERENCE MARK NO. 2 IS SSW OF THE STATION, DOWN S SLOPE OF THE
 GX3338'SUMMIT.
 GX3338'
 GX3338'THE AZIMUTH MARK IS ABOUT 100 YARDS WNW OF THE STATION, ALONG THE
 GX3338'ROCKY BACKBONE OF THE SUMMIT, ON A HIGH POINT OF THE ROCK, AT THE
 GX3338'NW END OF THE ROCKY PARAPET, NEAR THE NE EDGE.
 GX3338'
 GX3338'BUCKHORN (USGS) IS NW OF THE STATION.  IT IS A STANDARD USGS DISK
 GX3338'WEDGED IN A DRILL HOLE IN A LARGE, FLAT OUTCROPPING BEDROCK.
 GX3338'
 GX3338'TO REACH THE STATION FROM OAKVALE SCHOOL, ABOUT 10 MILES SE OF
 GX3338'PRINCETON, ON STATE HIGHWAY 24, GO SE ON THIS HIGHWAY FOR 0.4 MILE
 GX3338'AND TURN RIGHT DOWN EMBANKMENT, PASS UNDER NORFOLK AND WESTERN
 GX3338'RAILWAY, AND CROSS CREEK AND CONTINUE UP PIGEON CREEK 1.25 MILES,
 GX3338'TAKE RIGHT FORK AND CROSS CREEK, CONTINUE 0.1 MILE AND TAKE LOWER
 GX3338'RIGHT FORK, CONTINUE 1.3 MILES TO HOME OF ED BROWN, AND CONTINUE
 GX3338'AHEAD ABOUT 0.6 MILE TO SAWMILL AND END OF TRUCK TRAVEL.  TAKE ROCKY
 GX3338'TRAIL PAST SAWMILL AND UP RIDGE FOR 0.5 MILE TO SUMMIT AND BEAR
 GX3338'RIGHT FOR 0.2 MILE TO BASE OF ROCK PARAPET.  CLIMB THIS ANYWHERE
 GX3338'POSSIBLE TO THE STATION, ON THE HIGH POINT OF THE SUMMIT IN THE
 GX3338'ROCKY BACKBONE, ABOUT 100 YARDS SE OF THE NW END OF THE PARAPET, 100
 GX3338'FEET S OF THE N EDGE AND 30 FEET WNW OF A LARGE OUTSTANDING ROCK
 GX3338'FRAGMENT.
 GX3338'
 GX3338'A 4-FOOT STAND REQUIRED.
 GX3338'
 GX3338'LIST OF DIRECTIONS INDICATE DISTANCE TO MARK AS 7.61 FEET
 GX3338
 GX3338                          STATION RECOVERY (1948)
 GX3338
 GX3338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GX3338'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED 8-1/2 MILES SE OF
 GX3338'PRINCETON, W.VA., 8-1/2 MILES SW OF GLENLYN, VA., AND ABOUT 4 MILES
 GX3338'S OF OAKVALE, W.VA., ON THE HIGHEST SUMMIT OF EAST RIVER MOUNTAIN
 GX3338'LOCALLY KNOWN AS BUCKHORN KNOB AND ALSO AS POND MOUNTAIN.  IT IS
 GX3338'ABOUT ON THE VIRGINIA-WEST VIRGINIA STATE LINE, ALSO GILES-BLAND
 GX3338'COUNTY LINE, ABOUT 3/4 MILE S OF JESSE KNOB, AT THE JUNCTION OF
 GX3338'EAST RIVER MOUNTAIN AND BUCKHORN MOUNTAIN, NEAR THE HEAD OF DRY FORK,
 GX3338'AND ON LAND OWNED BY J.B. BELCHER LUMBER CO.  IT IS ABOUT 9 FEET S
 GX3338'OF EDGE OF CLIFF.  STAMPED BUCKHORN 1934.
 GX3338'
 GX3338'REFERENCE AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED.
 GX3338'
 GX3338'BUCKHORN (USGS) 1915 IS NW OF THE STATION AND ABOUT 3 FEET S OF
 GX3338'CLIFF.  IT IS A STANDARD USGS TABLET.  ONLY STAMPING
 GX3338'DISTINGUISHABLE WAS W.VA.
 GX3338'
 GX3338'TO REACH STATION FROM ROCKY GAP (VA.) POST OFFICE, GO N ON U.S.
 GX3338'HIGHWAY 21 FOR 1.5 MILES TO THE ROAD LEADING UP DRY FORK ON THE RIGHT
 GX3338'(AT S END OF CONCRETE BRIDGE)- TURN UP THIS ROAD AND GO 6.4 MILES TO
 GX3338'GATE- PASS THROUGH GATE AND PROCEED 0.5 MILE TO THE LOCKED GATE
 GX3338'JUST ABOVE COTTAGE (KEY TO GATE OBTAINED FROM J.B. BELCKER,
 GX3338'BLUEFIELD)- GO THROUGH GATE AND FOLLOW ROAD UP MOUNTAIN 1.4 MILES TO
 GX3338'Y-FORK AT SITE OF OLD CAMP- TAKE LEFT FORK AND GO 1.1 MILES TO END OF
 GX3338'ROAD ON RIDGE CONTINUE NE ON FOOT ABOUT 0.3 MILE TO HIGHEST POINT AND
 GX3338'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3337 ***********************************************************************
 GX3337  DESIGNATION -  BUCKHORN USGS 1934
 GX3337  PID         -  GX3337
 GX3337  STATE/COUNTY-  WV/MERCER
 GX3337  USGS QUAD   -  OAKVALE (1977)
 GX3337
 GX3337                         *CURRENT SURVEY CONTROL
 GX3337  ___________________________________________________________________
 GX3337* NAD 83(1995)-  37 17 33.81516(N)    080 58 48.47838(W)     ADJUSTED  
 GX3337* NAVD 88     -      1240.     (meters)    4068.     (feet)  SCALED    
 GX3337  ___________________________________________________________________
 GX3337  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 GX3337  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX3337
 GX3337  HORZ ORDER  -  SECOND
 GX3337
 GX3337.The horizontal coordinates were established by classical geodetic methods
 GX3337.and adjusted by the National Geodetic Survey in April 1998..
 GX3337
 GX3337.The orthometric height was scaled from a topographic map.
 GX3337
 GX3337.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3337
 GX3337.The geoid height was determined by GEOID03.
 GX3337
 GX3337;                    North         East     Units Scale Factor Converg.
 GX3337;SPC WV S     -    32,489.987   601,761.684   MT  1.00004580   +0 00 44.2
 GX3337;SPC VA S     - 1,109,356.599 3,280,125.505   MT  0.99994625   -1 30 18.9
 GX3337;SPC VA S     - 3,639,614.11 10,761,545.09   sFT  0.99994625   -1 30 18.9
 GX3337;UTM  17      - 4,127,346.454   501,760.898   MT  0.99960004   +0 00 43.3
 GX3337
 GX3337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3337!SPC WV S     -   0.99981033  x   1.00004580  =   0.99985612
 GX3337!SPC VA S     -   0.99981033  x   0.99994625  =   0.99975659
 GX3337!UTM  17      -   0.99981033  x   0.99960004  =   0.99941045
 GX3337
 GX3337                          SUPERSEDED SURVEY CONTROL
 GX3337
 GX3337  NAD 83(1995)-  37 17 33.81548(N)    080 58 48.48025(W) AD(       ) 2
 GX3337  NAD 83(1995)-  37 17 33.82052(N)    080 58 48.48107(W) AD(       ) 2
 GX3337  NAD 83(1986)-  37 17 33.82141(N)    080 58 48.48301(W) AD(       ) 2
 GX3337  NAD 27      -  37 17 33.37925(N)    080 58 49.17327(W) AD(       ) 2
 GX3337
 GX3337.Superseded values are not recommended for survey control.
 GX3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3337.See file dsdata.txt to determine how the superseded data were derived.
 GX3337
 GX3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB0176127346(NAD 83)
 GX3337_MARKER: DD = SURVEY DISK
 GX3337_SETTING: 66 = SET IN ROCK OUTCROP
 GX3337_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GX3337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3337+STABILITY: POSITION/ELEVATION WELL
 GX3337
 GX3337  HISTORY     - Date     Condition        Report By
 GX3337  HISTORY     - 1934     MONUMENTED       USGS
 GX3337
 GX3337                          STATION DESCRIPTION
 GX3337
 GX3337'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GX3337'BUCKHORN 1934 IS SE OF THE STATION.  IT IS A STANDARD USGS DISK
 GX3337'WEDGED IN A DRILL HOLE IN A LARGE, FLAT OUTCROPPING BEDROCK.
 GX3337'
 GX3337'TO REACH STATION BUCKHORN FROM OAKVALE SCHOOL, ABOUT 10 MILES SE OF
 GX3337'PRINCETON, ON STATE HIGHWAY 24, GO SE ON THIS HIGHWAY FOR 0.4 MILE
 GX3337'AND TURN RIGHT DOWN EMBANKMENT, PASS UNDER NORFOLK AND WESTERN
 GX3337'RAILWAY, AND CROSS CREEK AND CONTINUE UP PIGEON CREEK 1.25 MILES,
 GX3337'TAKE RIGHT FORK AND CROSS CREEK, CONTINUE 0.1 MILE AND TAKE LOWER
 GX3337'RIGHT FORK, CONTINUE 1.3 MILES TO HOME OF ED BROWN, AND CONTINUE
 GX3337'AHEAD ABOUT 0.6 MILE TO SAWMILL AND END OF TRUCK TRAVEL.  TAKE ROCKY
 GX3337'TRAIL PAST SAWMILL AND UP RIDGE FOR 0.5 MILE TO SUMMIT AND BEAR
 GX3337'RIGHT FOR 0.2 MILE TO BASE OF ROCK PARAPET.  CLIMB THIS ANYWHERE
 GX3337'POSSIBLE TO STATION BUCKHORN, ON THE HIGH POINT OF THE SUMMIT IN THE
 GX3337'ROCKY BACKBONE, ABOUT 100 YARDS SE OF THE NW END OF THE PARAPET, 100
 GX3337'FEET S OF THE N EDGE AND 30 FEET WNW OF A LARGE OUTSTANDING ROCK
 GX3337'FRAGMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3023 ***********************************************************************
 HX3023  DESIGNATION -  BUELAH
 HX3023  PID         -  HX3023
 HX3023  STATE/COUNTY-  WV/CLAY
 HX3023  USGS QUAD   -  CLENDENIN (1976)
 HX3023
 HX3023                         *CURRENT SURVEY CONTROL
 HX3023  ___________________________________________________________________
 HX3023* NAD 83(1995)-  38 23 04.55378(N)    081 15 31.87655(W)     ADJUSTED  
 HX3023* NAVD 88     -       459.0    (meters)    1506.     (feet)  VERTCON   
 HX3023  ___________________________________________________________________
 HX3023  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 HX3023  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HX3023
 HX3023  HORZ ORDER  -  THIRD
 HX3023
 HX3023.The horizontal coordinates were established by classical geodetic methods
 HX3023.and adjusted by the National Geodetic Survey in April 1998..
 HX3023
 HX3023.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3023
 HX3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3023
 HX3023.The geoid height was determined by GEOID03.
 HX3023
 HX3023;                    North         East     Units Scale Factor Converg.
 HX3023;SPC WV S     -   153,706.990   577,384.988   MT  0.99993176   -0 09 36.1
 HX3023;UTM  17      - 4,248,520.109   477,392.444   MT  0.99960629   -0 09 38.6
 HX3023
 HX3023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3023!SPC WV S     -   0.99993308  x   0.99993176  =   0.99986484
 HX3023!UTM  17      -   0.99993308  x   0.99960629  =   0.99953940
 HX3023
 HX3023|---------------------------------------------------------------------|
 HX3023| PID    Reference Object                     Distance      Geod. Az  |
 HX3023|                                                           dddmmss.s |
 HX3023| DC3912 BUELAH RM 1                           9.316 METERS 12431     |
 HX3023| DC3911 BUELAH AZ MK                                       1334719.7 |
 HX3023| DC3913 BUELAH RM 2                          10.750 METERS 21334     |
 HX3023|---------------------------------------------------------------------|
 HX3023
 HX3023                          SUPERSEDED SURVEY CONTROL
 HX3023
 HX3023  NAD 83(1986)-  38 23 04.56228(N)    081 15 31.88431(W) AD(       ) 3
 HX3023  NAD 27      -  38 23 04.19880(N)    081 15 32.47750(W) AD(       ) 3
 HX3023  NGVD 29 (07/19/86)  459.2    (m)         1507.     (f) VERT ANG       
 HX3023
 HX3023.Superseded values are not recommended for survey control.
 HX3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3023.See file dsdata.txt to determine how the superseded data were derived.
 HX3023
 HX3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7739248520(NAD 83)
 HX3023_MARKER: DS = TRIANGULATION STATION DISK
 HX3023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3023
 HX3023  HISTORY     - Date     Condition        Report By
 HX3023  HISTORY     - 1961     MONUMENTED       CGS
 HX3023
 HX3023                          STATION DESCRIPTION
 HX3023
 HX3023'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX3023'STATION IS LOCATED ABOUT 6 MILES SOUTH SOUTHEAST OF QUEEN SHOALS AND
 HX3023'ABOUT 1 MILE
 HX3023'SOUTHWEST OF THE GLEN POST OFFICE ON THE PROPERTY OF MR. E.
 HX3023'H. HINKLE AND AT THE SITE OF A
 HX3023'LARGE AMERICAN TELEPHONE AND TELEGRAPH
 HX3023'RELAY TOWER.  STATION IS 26 FEET EAST OF THE
 HX3023'NORTHEAST CORNER OF A CONCRETE
 HX3023'BLOCK BUILDING AND 11 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HX3023'A HIGH
 HX3023'INTERWOVEN WIRE FENCE.  THE MARK IS A STANDARD DISK SET FLUSH IN
 HX3023'A 12 BY 12 INCH CONCRETE
 HX3023'MONUMENT WHICH IS FLUSH WITH THE GROUND AND THE
 HX3023'DISK IS STAMPED BUELAH 1961.
 HX3023'
 HX3023'TO REACH FROM THE BRIDGE OVER THE ELK RIVER IN QUEEN SHOALS GO
 HX3023'SOUTHEAST AND SOUTH
 HX3023'ON BLACKTOP ROAD FOR 8.35 MILES TO THE GLEN POST OFFICE
 HX3023'ON THE RIGHT.  CONTINUE FOR
 HX3023'0.95 MILE TO SIDE ROAD RIGHT AT CREST OF
 HX3023'DIVIDE.  TURN RIGHT ON BLACKTOP ROAD AND GO
 HX3023'1.0 MILE TO THE AZIMUTH MARK
 HX3023'ON KNOLL ON THE LEFT.  CONTINUE FOR ABOUT 50 YARDS TO FIELD
 HX3023'ROAD AND A DRIVEWAY
 HX3023'ON THE RIGHT.  BEAR RIGHT AND FOLLOW FIELD ROAD FOR 0.05 MILE
 HX3023'TO A BOARD GATE.  PASS
 HX3023'THROUGH GATE AND FOLLOW FIELD ROAD UP GRADE FOR
 HX3023'0.1 MILE TO RELAY TOWER AND STATION AS DESCRIBED.
 HX3023'
 HX3023'REFERENCE MARK NO. 1 IS 41 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HX3023'INTERWOVEN WIRE
 HX3023'FENCE.  THE MARK IS A STANDARD DISK SET FLUSH IN A 12
 HX3023'BY 12 INCH CONCRETE MONUMENT WHICH
 HX3023'IS FLUSH WITH THE GROUND AND THE DISK
 HX3023'IS STAMPED BUELAH NO 1 1961.
 HX3023'
 HX3023'REFERENCE MARK NO. 2 IS 22 FEET EAST OF THE SOUTHEAST CORNER OF THE
 HX3023'CONCRETE BLOCK
 HX3023'BUILDING AND 6 FEET SOUTH OF A UTILITY POLE.  THE MARK
 HX3023'IS A STANDARD DISK SET FLUSH IN A
 HX3023'12 BY 12 INCH CONCRETE MONUMENT WHICH
 HX3023'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HX3023'BUELAH NO 2 1961.
 HX3023'
 HX3023'AZIMUTH MARK IS 30 FEET SOUTHWEST OF A SMALL, LONE TREE, 21 FEET
 HX3023'SOUTHEAST OF A
 HX3023'UTILITY POLE AND 18.5 FEET SOUTH OF A WITNESS POST WITH
 HX3023'METAL SIGN.  THE MARK IS A
 HX3023'STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE
 HX3023'IN OUTCROPPING ROCK WHICH PROJECTS ABOUT 1
 HX3023'INCH AND THE DISK IS STAMPED BUELAH 1961.
 HX3023'
 HX3023'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2140 ***********************************************************************
 JX2140  DESIGNATION -  BUELAH
 JX2140  PID         -  JX2140
 JX2140  STATE/COUNTY-  WV/WIRT
 JX2140  USGS QUAD   -  ELIZABETH (1975)
 JX2140
 JX2140                         *CURRENT SURVEY CONTROL
 JX2140  ___________________________________________________________________
 JX2140* NAD 83(1995)-  39 07 04.36111(N)    081 25 17.42621(W)     ADJUSTED  
 JX2140* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 JX2140  ___________________________________________________________________
 JX2140  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 JX2140  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JX2140
 JX2140  HORZ ORDER  -  SECOND
 JX2140
 JX2140.The horizontal coordinates were established by classical geodetic methods
 JX2140.and adjusted by the National Geodetic Survey in April 1998..
 JX2140
 JX2140.The orthometric height was scaled from a topographic map.
 JX2140
 JX2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2140
 JX2140.The geoid height was determined by GEOID03.
 JX2140
 JX2140;                    North         East     Units Scale Factor Converg.
 JX2140;SPC WV N     -    70,372.018   433,839.303   MT  0.99997980   -1 13 31.7
 JX2140;UTM  17      - 4,329,942.338   463,561.517   MT  0.99961635   -0 15 57.4
 JX2140
 JX2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2140!SPC WV N     -   0.99996614  x   0.99997980  =   0.99994594
 JX2140!UTM  17      -   0.99996614  x   0.99961635  =   0.99958251
 JX2140
 JX2140|---------------------------------------------------------------------|
 JX2140| PID    Reference Object                     Distance      Geod. Az  |
 JX2140|                                                           dddmmss.s |
 JX2140| CF2682 BUELAH RM 1                          35.534 METERS 04619     |
 JX2140| CF2681 BUELAH AZ MK                                       0724802.0 |
 JX2140| CF2683 BUELAH RM 2                          26.443 METERS 16725     |
 JX2140|---------------------------------------------------------------------|
 JX2140
 JX2140                          SUPERSEDED SURVEY CONTROL
 JX2140
 JX2140  NAD 83(1986)-  39 07 04.36614(N)    081 25 17.43251(W) AD(       ) 2
 JX2140  NAD 27      -  39 07 04.08700(N)    081 25 17.99900(W) AD(       ) 2
 JX2140
 JX2140.Superseded values are not recommended for survey control.
 JX2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2140.See file dsdata.txt to determine how the superseded data were derived.
 JX2140
 JX2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6356229942(NAD 83)
 JX2140_MARKER: DS = TRIANGULATION STATION DISK
 JX2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2140_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2140
 JX2140  HISTORY     - Date     Condition        Report By
 JX2140  HISTORY     - 1944     MONUMENTED       CGS
 JX2140  HISTORY     - 1963     GOOD             AEROS
 JX2140  HISTORY     - 1980     GOOD             THOMAS
 JX2140  HISTORY     - 1981     GOOD             NGS
 JX2140
 JX2140                          STATION DESCRIPTION
 JX2140
 JX2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2140'STATION IS LOCATED AT THE SITE OF THE BUELAH CHURCH, ON THE NE SIDE
 JX2140'OF STATE HIGHWAY 14, 4
 JX2140'MILES NNW OF ELIZABETH, AND ON PROPERTY OWNED BY MR.
 JX2140'FRENCH GIBSON.  IT IS 31 FEET N
 JX2140'OF THE NW CORNER OF A CEMETERY,
 JX2140'2 FEET W OF A N-S FENCE LINE, AND 4 FEET N OF A
 JX2140'WITNESS POST.
 JX2140'THE DISK IS STAMPED BUELAH 1944.
 JX2140'
 JX2140'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 JX2140'BRONZE DISKS SET
 JX2140'IN CONCRETE.
 JX2140'
 JX2140'REFERENCE MARK 1 IS 32 FEET E OF N-S FENCE LINE AND 2 FEET
 JX2140'S OF
 JX2140'POWER-TRANSMISSION LINE POLE 107.  IT IS STAMPED BUELAH
 JX2140'NO 1 1944.
 JX2140'
 JX2140'REFERENCE MARK 2 IS 1 FOOT N OF AN E-W FENCE LINE AND 66
 JX2140'FEET E OF THE NW
 JX2140'CORNER OF THE CEMETERY.  IT IS STAMPED BUELAH
 JX2140'NO 2 1944.
 JX2140'
 JX2140'AZIMUTH MARK IS ON THE N SIDE OF AN OLD DIRT ROAD, 3 FEET
 JX2140'W OF A 10-INCH
 JX2140'WALNUT TREE, 12 FEET N OF THE CENTER LINE OF THE
 JX2140'ROAD, 60 FEET SW OF AN OLD HOUSE,
 JX2140'AND 1.5 FEET SW OF A WITNESS
 JX2140'POST.  IT IS STAMPED BUELAH 1944.
 JX2140'
 JX2140'TO REACH THE STATION FROM THE COURTHOUSE IN ELIZABETH, GO
 JX2140'NW ON STATE
 JX2140'HIGHWAY 14 FOR 5.25 MILES TO BUELAH CHURCH ON THE
 JX2140'RIGHT.* TURN RIGHT ON THE N
 JX2140'SIDE OF THE CHURCH AND GO 0.05 MILE
 JX2140'TO THE NW CORNER OF THE CEMETERY AND STATION.
 JX2140'
 JX2140'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TAKE DIRT ROAD
 JX2140'ON THE E SIDE OF
 JX2140'THE CHURCH AND GO 0.2 MILE TO A T-ROAD LEFT,
 JX2140'TURN LEFT AND GO 0.25 MILE TO AN
 JX2140'OLD HOUSE ON THE RIGHT AND THE
 JX2140'MARK ON THE LEFT.
 JX2140'
 JX2140'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 JX2140
 JX2140                          STATION RECOVERY (1963)
 JX2140
 JX2140'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963 (RMB)
 JX2140'RECOVERED AS DESCRIBED.
 JX2140
 JX2140                          STATION RECOVERY (1980)
 JX2140
 JX2140'RECOVERY NOTE BY THOMAS ENG AND SURV 1980 (NCM)
 JX2140'STATION MARK BUELAH RECOVERED EXCELLENT.
 JX2140'
 JX2140'REFERENCES MARKS 1 AND 2 RECOVERED EXCELLENT.
 JX2140'
 JX2140'AZIMUTH MARK BUELAH DESTROYED BY ROAD CONSTRUCTION.
 JX2140'
 JX2140'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NNW ELIZABETH W.
 JX2140'VA.
 JX2140
 JX2140                          STATION RECOVERY (1981)
 JX2140
 JX2140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JX2140'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 JX2140'GOOD CONDITION AS DESCRIBED.
 JX2140'
 JX2140'THE AZIMUTH MARK WAS FOUND IN THE PRONE POSITION WITH THE DISK
 JX2140'REMOVED FROM THE CONCRETE POST.  A NEW AZIMUTH MARK COULD NOT BE SET
 JX2140'AT THIS DATE.
 JX2140'
 JX2140'INTERSECTION STATIONS WILL SERVE AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3543 ***********************************************************************
 HW3543  DESIGNATION -  BUFFALO
 HW3543  PID         -  HW3543
 HW3543  STATE/COUNTY-  WV/POCAHONTAS
 HW3543  USGS QUAD   -  GREEN BANK (1995)
 HW3543
 HW3543                         *CURRENT SURVEY CONTROL
 HW3543  ___________________________________________________________________
 HW3543* NAD 83(1995)-  38 26 27.52778(N)    079 45 30.90349(W)     ADJUSTED  
 HW3543* NAVD 88     -      1341.4    (meters)    4401.     (feet)  VERTCON   
 HW3543  ___________________________________________________________________
 HW3543  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 HW3543  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HW3543
 HW3543  HORZ ORDER  -  THIRD
 HW3543
 HW3543.The horizontal coordinates were established by classical geodetic methods
 HW3543.and adjusted by the National Geodetic Survey in April 1998..
 HW3543
 HW3543.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3543
 HW3543.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3543
 HW3543.The geoid height was determined by GEOID03.
 HW3543
 HW3543;                    North         East     Units Scale Factor Converg.
 HW3543;SPC WV S     -   160,659.384   708,370.222   MT  0.99993567   +0 46 02.8
 HW3543;SPC VA N     - 2,086,700.334 3,390,129.274   MT  0.99995311   -0 47 07.8
 HW3543;SPC VA N     - 6,846,116.01 11,122,449.13   sFT  0.99995311   -0 47 07.8
 HW3543;UTM  17      - 4,255,474.252   608,339.027   MT  0.99974454   +0 46 18.7
 HW3543
 HW3543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3543!SPC WV S     -   0.99979438  x   0.99993567  =   0.99973006
 HW3543!SPC VA N     -   0.99979438  x   0.99995311  =   0.99974750
 HW3543!UTM  17      -   0.99979438  x   0.99974454  =   0.99953897
 HW3543
 HW3543|---------------------------------------------------------------------|
 HW3543| PID    Reference Object                     Distance      Geod. Az  |
 HW3543|                                                           dddmmss.s |
 HW3543| DC3918 BUFFALO RM 1                         34.345 METERS 01151     |
 HW3543| DC3917 BUFFALO AZ MK                                      1863640.1 |
 HW3543| DC3919 BUFFALO RM 2                         19.849 METERS 25934     |
 HW3543|---------------------------------------------------------------------|
 HW3543
 HW3543                          SUPERSEDED SURVEY CONTROL
 HW3543
 HW3543  NAD 83(1995)-  38 26 27.52850(N)    079 45 30.90284(W) AD(       ) 3
 HW3543  NAD 83(1986)-  38 26 27.52933(N)    079 45 30.91065(W) AD(       ) 3
 HW3543  NAD 27      -  38 26 27.10120(N)    079 45 31.71520(W) AD(       ) 3
 HW3543  NGVD 29 (07/19/86) 1341.4    (m)         4401.     (f) VERT ANG       
 HW3543
 HW3543.Superseded values are not recommended for survey control.
 HW3543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3543.See file dsdata.txt to determine how the superseded data were derived.
 HW3543
 HW3543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0833955474(NAD 83)
 HW3543_MARKER: DS = TRIANGULATION STATION DISK
 HW3543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3543
 HW3543  HISTORY     - Date     Condition        Report By
 HW3543  HISTORY     - 1957     MONUMENTED       CGS
 HW3543
 HW3543                          STATION DESCRIPTION
 HW3543
 HW3543'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3543'THE STATION IS ABOUT 8-1/2 MILES SOUTHEAST OF DURBIN, 10 MILES
 HW3543'WEST-NORTHWEST OF MONTEREY,
 HW3543'AND 4.0 MILES EAST-NORTHEAST OF GREEN BANK, ON THE HIGHEST POINT ON
 HW3543'BUFFALO RIDGE, ON THE
 HW3543'ALLEGHENY MOUNTAIN, AND ON PROPERTY OF MR. WALKER RUCKMAN.
 HW3543'
 HW3543'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 250 AND 220, IN MONTEREY,
 HW3543'GO WEST ON HIGHWAY 250 FOR
 HW3543'11.1 MILES TO THE SUMMIT OF ROAD ON REDOAK KNOB.  CONTINUE ON HIGHWAY
 HW3543'FOR 2.1 MILES TO A ROAD FORK,
 HW3543'ABOUT 50 YARDS AFTER PASSING THE SUICIDE INN ON THE LEFT.
 HW3543'TAKE LEFT FORK, GO WESTERLY ON GRAVELED ROAD FOR
 HW3543'0.75 MILE TO A SIDE ROAD ON THE RIGHT.
 HW3543'KEEP STRAIGHT AHEAD, GO 1.85 MILES TO A SIDE ROAD ON THE LEFT.
 HW3543'TURN LEFT, GO 2.3 MILES TO A ROAD
 HW3543'FORK.  TAKE LEFT FORK, PASS THROUGH A GATE AND GO SOUTHEAST ON TRACK
 HW3543'ROAD FOR 0.7 MILE TO A GATE.
 HW3543'PASS THROUGH GATE AND CONTINUE EASTERLY FOR 0.2 MILE TO TOP
 HW3543'OF RIDGE.  TURN RIGHT, GO SOUTHERLY ALONG
 HW3543'TOP OF RIDGE FOR 0.2 MILE TO WHERE TRACK ROAD
 HW3543'PASSES OVER HIGHEST PART OF RIDGE AND THE STATION ON THE RIGHT.
 HW3543'
 HW3543'TO REACH THE AZIMUTH MARK FROM THE STATION.  CONTINUE SOUTHERLY ON
 HW3543'THE TRACK ROAD FOR 0.1 MILE TO
 HW3543'A ROAD FORK.  TAKE LEFT FORK, GO SOUTHEASTERLY ALONG TOP OF RIDGE FOR
 HW3543'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HW3543'
 HW3543'STATION MARKS ARE STANDARD DISKS STAMPED BUFFALO 1957.  THE SURFACE
 HW3543'DISK IS SET IN A SQUARE
 HW3543'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 335 FEET WEST OF THE
 HW3543'TRACK ROAD, 60 FEET NORTHEAST OF
 HW3543'THE EDGE OF WOODS, AND 40 FEET WEST-NORTHWEST OF A
 HW3543'TRIANGULAR BLAZE.  A STANDARD WITNESS POST
 HW3543'WAS SET 4 FEET SOUTH OF MARK.  THE UNDERGROUND
 HW3543'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 20 INCHES BELOW
 HW3543'THE SURFACE OF GROUND.
 HW3543'
 HW3543'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BUFFALO NO 1 1957, IS
 HW3543'CEMENTED IN A DRILL HOLE IN
 HW3543'A BOULDER WHICH IS ON THE WESTERLY SLOPE OF RIDGE.  IT IS 20 FEET
 HW3543'EAST OF THE EDGE OF WOODS.  THE
 HW3543'BOULDER IS 10 FEET LONG AND 2 FEET IN WIDTH AND PROJECTS
 HW3543'ABOUT 16 INCHES ON THE WEST SIDE.
 HW3543'
 HW3543'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BUFFALO NO 2 1957, IS
 HW3543'CEMENTED IN A DRILL HOLE IN
 HW3543'A BOULDER WHICH IS ON THE WESTERLY SLOPE OF RIDGE AT THE EDGE OF
 HW3543'WOODS.  THE BOULDER IS 9 FEET IN
 HW3543'LENGTH AND 4 FEET IN WIDTH AND PROJECTS ABOUT 12 INCHES.
 HW3543'
 HW3543'AZIMUTH MARK, A STANDARD DISK STAMPED BUFFALO 1957, IS SET IN A
 HW3543'SQUARE CONCRETE POST WHICH
 HW3543'PROJECTS 2 INCHES.  IT IS 35 FEET EAST OF THE TRACK ROAD AND ABOUT 35
 HW3543'FEET WEST OF THE HIGHEST PART OF
 HW3543'RIDGE AND ABOUT 150 FEET NORTH FROM WHERE THE TRACK ROAD
 HW3543'ENTERS THE WOODS.  A STANDARD WITNESS POST WAS
 HW3543'SET 5 FEET WEST OF MARK.
 HW3543'
 HW3543'HEIGHT OF LIGHT ABOVE STATION MARK 22.00 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3010 ***********************************************************************
 HX3010  DESIGNATION -  BUFFALO
 HX3010  PID         -  HX3010
 HX3010  STATE/COUNTY-  WV/WIRT
 HX3010  USGS QUAD   -  REEDY (1975)
 HX3010
 HX3010                         *CURRENT SURVEY CONTROL
 HX3010  ___________________________________________________________________
 HX3010* NAD 83(1995)-  38 58 11.90772(N)    081 25 19.53299(W)     ADJUSTED  
 HX3010* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 HX3010  ___________________________________________________________________
 HX3010  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 HX3010  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HX3010
 HX3010  HORZ ORDER  -  SECOND
 HX3010
 HX3010.The horizontal coordinates were established by classical geodetic methods
 HX3010.and adjusted by the National Geodetic Survey in April 1998..
 HX3010
 HX3010.The orthometric height was scaled from a topographic map.
 HX3010
 HX3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3010
 HX3010.The geoid height was determined by GEOID03.
 HX3010
 HX3010;                    North         East     Units Scale Factor Converg.
 HX3010;SPC WV N     -    53,957.259   433,437.430   MT  1.00000581   -1 13 33.1
 HX3010;SPC WV S     -   218,738.769   563,419.605   MT  1.00001961   -0 15 39.4
 HX3010;UTM  17      - 4,313,529.322   463,434.758   MT  0.99961646   -0 15 55.7
 HX3010
 HX3010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3010!SPC WV N     -   0.99994932  x   1.00000581  =   0.99995513
 HX3010!SPC WV S     -   0.99994932  x   1.00001961  =   0.99996893
 HX3010!UTM  17      -   0.99994932  x   0.99961646  =   0.99956580
 HX3010
 HX3010|---------------------------------------------------------------------|
 HX3010| PID    Reference Object                     Distance      Geod. Az  |
 HX3010|                                                           dddmmss.s |
 HX3010| DC3915 BUFFALO RM 1                         31.147 METERS 02120     |
 HX3010| DC3914 BUFFALO AZ MK                                      1184245.7 |
 HX3010| DC3916 BUFFALO RM 2                         45.061 METERS 14534     |
 HX3010|---------------------------------------------------------------------|
 HX3010
 HX3010                          SUPERSEDED SURVEY CONTROL
 HX3010
 HX3010  NAD 83(1986)-  38 58 11.91308(N)    081 25 19.53938(W) AD(       ) 2
 HX3010  NAD 27      -  38 58 11.61800(N)    081 25 20.10700(W) AD(       ) 2
 HX3010
 HX3010.Superseded values are not recommended for survey control.
 HX3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3010.See file dsdata.txt to determine how the superseded data were derived.
 HX3010
 HX3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6343513529(NAD 83)
 HX3010_MARKER: DS = TRIANGULATION STATION DISK
 HX3010_SETTING: 0 = UNSPECIFIED SETTING
 HX3010
 HX3010  HISTORY     - Date     Condition        Report By
 HX3010  HISTORY     - 1944     MONUMENTED       CGS
 HX3010
 HX3010                          STATION DESCRIPTION
 HX3010
 HX3010'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3010'STATION IS LOCATED ON A HIGH BARE RIDGE, ABOUT 5 MILES N OF REEDY,
 HX3010'ABOUT 1-1/2 MILES SW OF
 HX3010'STATE HIGHWAY 14, AND ABOUT 1/2 MILE N OF BUFFALO
 HX3010'CHURCH.  IT IS 132 FEET SW OF
 HX3010'A FENCE CORNER, 73 FEET S OF AN
 HX3010'E-W FENCE LINE, AND ON LAND OWNED BY CARL
 HX3010'GIVENS.  THE DISK IS
 HX3010'STAMPED BUFFALO 1944 AND IS ABOUT 12 INCHES BELOW THE GROUND.
 HX3010'
 HX3010'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 HX3010'BRONZE DISKS SET
 HX3010'IN CONCRETE.
 HX3010'
 HX3010'REFERENCE MARK 1 IS IN E-W FENCE LINE AND 38 FEET W OF
 HX3010'FENCE CORNER.  IT
 HX3010'IS STAMPED BUFFALO NO 1 1944.
 HX3010'
 HX3010'REFERENCE MARK 2 IS IN N-S FENCE LINE AND 18 FEET E OF A
 HX3010'12-INCH APPLE
 HX3010'TREE.  IT IS STAMPED BUFFALO NO 2 1944.
 HX3010'
 HX3010'AZIMUTH MARK IS ON THE SW CORNER OF TWO ROADS.  IT IS 3
 HX3010'FEET E OF A
 HX3010'WITNESS POST, 16 FEET S OF THE MAIN ROAD, AND 45
 HX3010'FEET SE OF THE INTERSECTION OF
 HX3010'THE TWO ROADS.  IT IS STAMPED
 HX3010'BUFFALO 1944.
 HX3010'
 HX3010'TO REACH THE STATION FROM REEDY, GO N ON STATE HIGHWAY 14
 HX3010'FOR 9.2 MILES TO A
 HX3010'DIRT T-ROAD LEFT, TURN LEFT ON DIRT ROAD AND
 HX3010'GO 2.1 MILES TO THE AZIMUTH MARK ON
 HX3010'THE LEFT.  CONTINUE STRAIGHT
 HX3010'AHEAD FOR 0.4 MILE TO THE BUFFALO CHURCH ON THE LEFT.
 HX3010'CONTINUE ON
 HX3010'MAIN ROAD FOR 0.5 MILE TO A GAP IN THE FENCE ON THE RIGHT,
 HX3010'TURN SHARP RIGHT AND
 HX3010'FOLLOW THE RIDGE 0.25 MILE TO THE HIGHEST
 HX3010'POINT AND STATION.
 HX3010'
 HX3010'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3128 ***********************************************************************
 HX3128  DESIGNATION -  BULL RESET
 HX3128  PID         -  HX3128
 HX3128  STATE/COUNTY-  WV/KANAWHA
 HX3128  USGS QUAD   -  ALUM CREEK (1971)
 HX3128
 HX3128                         *CURRENT SURVEY CONTROL
 HX3128  ___________________________________________________________________
 HX3128* NAD 83(1995)-  38 20 41.06850(N)    081 46 41.17749(W)     ADJUSTED  
 HX3128* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 HX3128  ___________________________________________________________________
 HX3128  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 HX3128  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HX3128
 HX3128  HORZ ORDER  -  FIRST
 HX3128
 HX3128.The horizontal coordinates were established by classical geodetic methods
 HX3128.and adjusted by the National Geodetic Survey in April 1998..
 HX3128
 HX3128.The orthometric height was scaled from a topographic map.
 HX3128
 HX3128.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3128
 HX3128.The geoid height was determined by GEOID03.
 HX3128
 HX3128;                    North         East     Units Scale Factor Converg.
 HX3128;SPC WV S     -   149,536.964   531,983.898   MT  0.99992958   -0 28 51.7
 HX3128;UTM  17      - 4,244,352.349   432,005.031   MT  0.99965694   -0 28 57.9
 HX3128
 HX3128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3128!SPC WV S     -   0.99995047  x   0.99992958  =   0.99988005
 HX3128!UTM  17      -   0.99995047  x   0.99965694  =   0.99960743
 HX3128
 HX3128:                Primary Azimuth Mark                     Grid Az
 HX3128:SPC WV S     -  BULL AZ MK                               071 19 44.0
 HX3128:UTM  17      -  BULL AZ MK                               071 19 50.2
 HX3128
 HX3128|---------------------------------------------------------------------|
 HX3128| PID    Reference Object                     Distance      Geod. Az  |
 HX3128|                                                           dddmmss.s |
 HX3128| DC3920 BULL AZ MK                                         0705052.3 |
 HX3128| DC3923 BULL RM 3 AZIMUTH                                  08249     |
 HX3128| HX3069 CHARLESTON LOUDEN HTS MUN TK        APPROX.12.2 KM 1011949.9 |
 HX3128| DC3921 BULL RM 1                            21.886 METERS 15334     |
 HX3128| DC3922 BULL RM 2                            11.222 METERS 22043     |
 HX3128|---------------------------------------------------------------------|
 HX3128
 HX3128                          SUPERSEDED SURVEY CONTROL
 HX3128
 HX3128  NAD 83(1995)-  38 20 41.07459(N)    081 46 41.18240(W) AD(       ) 1
 HX3128  NAD 83(1986)-  38 20 41.07637(N)    081 46 41.18369(W) AD(       ) 1
 HX3128  NAD 27      -  38 20 40.73700(N)    081 46 41.72500(W) AD(       ) 1
 HX3128
 HX3128.Superseded values are not recommended for survey control.
 HX3128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3128.See file dsdata.txt to determine how the superseded data were derived.
 HX3128
 HX3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3200544352(NAD 83)
 HX3128_MARKER: DS = TRIANGULATION STATION DISK
 HX3128_SETTING: 0 = UNSPECIFIED SETTING
 HX3128
 HX3128  HISTORY     - Date     Condition        Report By
 HX3128  HISTORY     - 1933     MONUMENTED       CGS
 HX3128  HISTORY     - 1944     SEE DESCRIPTION  CGS
 HX3128  HISTORY     - 1958     GOOD             CGS
 HX3128
 HX3128                          STATION DESCRIPTION
 HX3128
 HX3128'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 HX3128'STATION IS ABOUT 8
 HX3128'MILES W OF
 HX3128'CHARLESTON, ABOUT 4 MILES SE OF ST. ALBANS, ON THE
 HX3128'PROPERTY OF MR. HENRY TYLER.
 HX3128'
 HX3128'SURFACE MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A BOULDER.
 HX3128'UNDERGROUND MARK
 HX3128'IS A BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING  BEDROCK.
 HX3128'
 HX3128'REFERENCE MARK 1 IS ON BACKBONE OF RIDGE.  IT IS A BRONZE
 HX3128'REFERENCE DISK SET
 HX3128'IN CONCRETE IN DEPRESSION IN OUTCROPPING BEDROCK.
 HX3128'
 HX3128'REFERENCE MARK 2 IS ON S SLOPE OF RIDGE.  IT IS A BRONZE REFERENCE
 HX3128'DISK SET IN
 HX3128'CONCRETE IN DEPRESSION IN OUTCROPPING BEDROCK.
 HX3128'
 HX3128'REFERENCE MARK 3 (AZIMUTH MARK) IS ON E SIDE OF ROAD LEADING
 HX3128'TO HOME OF MR.
 HX3128'TYLER, ABOUT 10 FEET E OF THE CENTER LINE OF THE
 HX3128'ROAD, ABOUT 2 FEET SW OF A
 HX3128'10-INCH WHITE OAK TREE, AND ABOUT 100
 HX3128'FEET N OF HIGHEST POINT OF RIDGE WHERE ROAD
 HX3128'TURNS DOWNHILL TO LEFT
 HX3128'(LEADING TO STATION).  IT IS A BRONZE DISK SET IN A BOULDER.
 HX3128'
 HX3128'TO REACH THE STATION FROM SPRING HILL, TURN RIGHT AT 0.2 MILE
 HX3128'S OF THE POST
 HX3128'OFFICE AND FOLLOW THE MAIN DIRT ROAD FOR 2.4 MILES
 HX3128'UP UPTON CREEK AND TAKE DIRT
 HX3128'ROAD TO THE RIGHT.  FOLLOW TO THE
 HX3128'HOME OF MR. TYLER AND END OF TRUCK TRAVEL ABOUT
 HX3128'150 YARDS BEYOND.
 HX3128'STATION IS ON THE BALD KNOB ABOUT 250 YARDS W OF THE TYLER HOUSE.
 HX3128'
 HX3128'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 HX3128
 HX3128                          STATION RECOVERY (1944)
 HX3128
 HX3128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3128'STATION SURFACE MARK WAS DESTROYED BUT THE UNDERGROUND
 HX3128'MARK WAS
 HX3128'RECOVERED.  NEW SURFACE AND SUBSURFACE MARKS WERE
 HX3128'SET AND THE ORIGINAL
 HX3128'POSITION HELD.  THE MARK IS LOCATED NEAR THE
 HX3128'SE END OF A BRUSHY KNOB.  REFERENCE
 HX3128'MARKS 1 AND 2 WERE RECOVERED
 HX3128'AS DESCRIBED IN 1933.  A NEW AZIMUTH MARK WAS
 HX3128'ESTABLISHED, THE OLD
 HX3128'AZIMUTH MARK WAS DESTROYED.
 HX3128'
 HX3128'STATION IS MARKED BY A BRONZE DISK SET IN CONCRETE AT THE END
 HX3128'OF A 4-INCH IRON
 HX3128'PIPE WHICH PROJECTS ABOUT 5 INCHES.  STAMPED
 HX3128'BULL 1933 1944.  UNDERGROUND MARK
 HX3128'WAS SIMILARLY
 HX3128'STAMPED.  A WITNESS POST (WHITE) WAS PLACED 6 FEET N
 HX3128'OF THE STATION.
 HX3128'
 HX3128'REFERENCE MARK 1 (1933) IS A BRONZE DISK CEMENTED IN A DRILL
 HX3128'HOLE IN
 HX3128'OUTCROPPING ROCK.  IT IS STAMPED BULL NO 1 1933.
 HX3128'
 HX3128'REFERENCE MARK 2 (1933) IS A BRONZE DISK CEMENTED IN A DRILL
 HX3128'HOLE IN
 HX3128'OUTCROPPING ROCK.  IT IS STAMPED BULL NO 2 1933.
 HX3128'
 HX3128'AZIMUTH MARK IS ABOUT 100 YARDS SE OF A GROUP OF DESERTED
 HX3128'FARM BUILDINGS, 9
 HX3128'FEET S OF THE APPROXIMATE CENTER LINE OF DIRT
 HX3128'ROAD, AND 4.5 FEET NW OF A WITNESS
 HX3128'POST.  IT IS A BRONZE DISK SET
 HX3128'IN BEDROCK AND STAMPED BULL 1944.
 HX3128'
 HX3128'TO REACH THE STATION FROM THE BRIDGE OVER THE KANAWHA RIVER
 HX3128'BETWEEN CHARLESTON
 HX3128'AND SOUTH CHARLESTON, GO W ON U.S. HIGHWAY 60
 HX3128'THROUGH SOUTH CHARLESTON FOR 4.5
 HX3128'MILES TO A SURFACED ROAD LEFT AT
 HX3128'THE ELLIS MINATURE MARKET ON THE LEFT.  TURN LEFT
 HX3128'AND GO 0.25
 HX3128'MILE TO RAILROAD CROSSING, CROSS THE TRACKS, THEN TURN RIGHT AND
 HX3128'FOLLOW A SURFACED
 HX3128'ROAD FOR 2.1 MILES TO A DIRT ROAD RIGHT AT THE
 HX3128'TOP OF THE RIDGE.  TURN RIGHT AND
 HX3128'FOLLOW THE MAIN-TRAVELED ROAD,
 HX3128'KEEPING LEFT AT ALL FORKS, FOR 0.65 MILE TO THE
 HX3128'AZIMUTH MARK ON
 HX3128'THE LEFT.  STATION IS ABOUT 0.3 MILE WSW AT THE TOP OF THE BRUSHY
 HX3128'KNOB.  CONTINUE
 HX3128'W, PASSING BETWEEN DESERTED FARM BUILDINGS, TO A
 HX3128'CLEARED FIELD DRIVING ABOUT 0.15
 HX3128'MILE TO THE W EDGE OF THE FIELD
 HX3128'AT THE E BASE OF THE KNOB.  THIS IS THE END OF
 HX3128'TRUCK TRAVEL.  FROM
 HX3128'HERE PACK W ALONG A CATTLE TRAIL TO THE CREST OF THE RIDGE, THEN
 HX3128'TURN LEFT
 HX3128'APPROACHING THE TOP OF THE KNOB AND STATION FROM THE N
 HX3128'SIDE WHICH IS A LESS
 HX3128'DIFFICULT CLIMB.
 HX3128'
 HX3128'A 4-FOOT WOODEN STAND WAS USED BY THIS PARTY.
 HX3128
 HX3128                          STATION RECOVERY (1958)
 HX3128
 HX3128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3128'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 HX3128'GOOD CONDITION.
 HX3128'THE 1944 TO REACH WAS FOUND TO BE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2053 ***********************************************************************
 JX2053  DESIGNATION -  BURCH
 JX2053  PID         -  JX2053
 JX2053  STATE/COUNTY-  WV/MARSHALL
 JX2053  USGS QUAD   -  POWHATAN POINT (1984)
 JX2053
 JX2053                         *CURRENT SURVEY CONTROL
 JX2053  ___________________________________________________________________
 JX2053* NAD 83(1995)-  39 46 43.12184(N)    080 49 00.53922(W)     ADJUSTED  
 JX2053* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 JX2053  ___________________________________________________________________
 JX2053  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 JX2053  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JX2053
 JX2053  HORZ ORDER  -  THIRD
 JX2053
 JX2053.The horizontal coordinates were established by classical geodetic methods
 JX2053.and adjusted by the National Geodetic Survey in April 1998..
 JX2053
 JX2053.The orthometric height was scaled from a topographic map.
 JX2053
 JX2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2053
 JX2053.The geoid height was determined by GEOID03.
 JX2053
 JX2053;                    North         East     Units Scale Factor Converg.
 JX2053;SPC WV N     -   142,779.102   487,200.040   MT  0.99994428   -0 50 23.4
 JX2053;SPC OH S     -   198,799.757   744,182.386   MT  0.99995954   +1 04 04.8
 JX2053;UTM  17      - 4,403,205.489   515,686.870   MT  0.99960303   +0 07 01.9
 JX2053
 JX2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2053!SPC WV N     -   0.99993925  x   0.99994428  =   0.99988354
 JX2053!SPC OH S     -   0.99993925  x   0.99995954  =   0.99989879
 JX2053!UTM  17      -   0.99993925  x   0.99960303  =   0.99954231
 JX2053
 JX2053:                Primary Azimuth Mark                     Grid Az
 JX2053:SPC WV N     -  BURCH AZ MK                              018 14 58.3
 JX2053:SPC OH S     -  BURCH AZ MK                              016 20 30.1
 JX2053:UTM  17      -  BURCH AZ MK                              017 17 33.0
 JX2053
 JX2053|---------------------------------------------------------------------|
 JX2053| PID    Reference Object                     Distance      Geod. Az  |
 JX2053|                                                           dddmmss.s |
 JX2053| CX3324 BURCH AZ MK                                        0172434.9 |
 JX2053| CX3325 BURCH RM 1                            8.870 METERS 08820     |
 JX2053| CX3326 BURCH RM 2                            5.825 METERS 18603     |
 JX2053|---------------------------------------------------------------------|
 JX2053
 JX2053                          SUPERSEDED SURVEY CONTROL
 JX2053
 JX2053  NAD 83(1986)-  39 46 43.12988(N)    080 49 00.54639(W) AD(       ) 3
 JX2053  NAD 27      -  39 46 42.85510(N)    080 49 01.20820(W) AD(       ) 3
 JX2053
 JX2053.Superseded values are not recommended for survey control.
 JX2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2053.See file dsdata.txt to determine how the superseded data were derived.
 JX2053
 JX2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE1568703205(NAD 83)
 JX2053_MARKER: DS = TRIANGULATION STATION DISK
 JX2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2053_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2053
 JX2053  HISTORY     - Date     Condition        Report By
 JX2053  HISTORY     - 1963     MONUMENTED       CGS
 JX2053
 JX2053                          STATION DESCRIPTION
 JX2053
 JX2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2053'THE STATION IS LOCATED ON A LOW HILL ON BIRCH RIDGE, AT THE SITE OF A
 JX2053'SMALL GRAVE YARD.  IT IS
 JX2053'ABOUT 10 MILES NORTH-NORTHEAST OF THE CENTER OF NEW MARTINSVILLE,
 JX2053'ABOUT 2 MILES SOUTH OF THE CONFLUENCE
 JX2053'OF FISH CREEK AND OHIO RIVER AND ABOUT 1 MILE
 JX2053'SOUTHEAST OF THE EAST BANK OF THE OHIO RIVER.  IT IS 3
 JX2053'FEET WEST OF A WIRE FENCE, 30
 JX2053'FEET SOUTHWEST OF A LONE CEDAR TREE AND 6 FEET SOUTHWEST OF THE
 JX2053'LARGEST TOMBSTONE IN THE
 JX2053'CEMETERY.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JX2053'BURCH 1963.
 JX2053'
 JX2053'TO REACH FROM THE EAST END OF THE BRIDGE OVER THE OHIO RIVER IN NEW
 JX2053'MARTINSVILLE, GO NORTH ON
 JX2053'STATE HIGHWAY 2 FOR 4.5 MILES TO THE JUNCTION OF STATE HIGHWAY 89 TO
 JX2053'THE RIGHT, CONTINUE NORTH ON
 JX2053'STATE HIGHWAY 2 FOR 7.25 MILES TO A BRIDGE OVER PIG RUN,
 JX2053'CONTINUE NORTH ON STATE HIGHWAY 2 FOR 0.1
 JX2053'MILE TO A SIDE ROAD RIGHT, BETWEEN A SMALL
 JX2053'BRIDGE AND A BUILDING ON THE RIGHT.  TURN RIGHT AND GO
 JX2053'EASTERLY, WINDING UP STEEP
 JX2053'SIDE OF HILL FOR 1.35 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 JX2053'DESCRIBED.  CONTINUE ON SURFACED
 JX2053'ROAD FOR 0.15 MILE CROSSING UNDER HIGH TENSION WIRES, CONTINUE ON
 JX2053'SURFACED ROAD FOR 0.3 MILE TO A
 JX2053'ROAD RIGHT, TURN RIGHT AND GO SOUTHWEST ON UNIMPROVED
 JX2053'ROAD FOR 0.2 MILE TO A BARN AND OLD
 JX2053'HOUSE, TURN LEFT INTO FIELD JUST BEFORE REACHING
 JX2053'BARN AND FOLLOW NORTHEAST ALONG FENCE AND THROUGH
 JX2053'FIELD FOR 0.15 MILE TO HIGHEST POINT
 JX2053'OF HILL AND THE STATION AT OLD CEMETERY.
 JX2053'
 JX2053'REFERENCE MARK 1 IS 1.5 FEET EAST OF A WIRE FENCE, 6 FEET SOUTH OF
 JX2053'THE LONE CEDAR TREE AND
 JX2053'23 FEET EAST OF THE LARGE TOMBSTONE.  THE MONUMENT PROJECTS 2 INCHES
 JX2053'AND THE DISK IS STAMPED BURCH NO
 JX2053'1 1963.
 JX2053'
 JX2053'REFERENCE MARK 2 IS 1 FOOT WEST OF A FENCE CORNER, 23 FEET SOUTHWEST
 JX2053'OF THE LARGE TOMBSTONE
 JX2053'AND 9 FEET EAST OF A 10 INCH TREE.  THE MONUMENT PROJECTS 2 INCHES
 JX2053'AND THE DISK IS STAMPED BURCH NO 2
 JX2053'1963.
 JX2053'
 JX2053'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A FENCE CORNER, 2 FEET SOUTH OF A
 JX2053'WITNESS POST, 11 FEET WEST
 JX2053'OF THE CENTERLINE OF THE SURFACED ROAD AND 40 FEET SOUTHWEST OF
 JX2053'THE INTERSECTION OF THE SURFACED ROAD
 JX2053'AND A DRIVEWAY EAST.  THE MONUMENT PROJECTS 3
 JX2053'INCHES AND THE DISK IS STAMPED BURCH 1963.
 JX2053'
 JX2053'NOTE- MR. CHARLES WATKINS OWNS THE PROPERTY AT THE STATION.
 JX2053'
 JX2053'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3576 ***********************************************************************
 HW3576  DESIGNATION -  BURNER
 HW3576  PID         -  HW3576
 HW3576  STATE/COUNTY-  WV/POCAHONTAS
 HW3576  USGS QUAD   -  DURBIN (1995)
 HW3576
 HW3576                         *CURRENT SURVEY CONTROL
 HW3576  ___________________________________________________________________
 HW3576* NAD 83(1995)-  38 35 18.03533(N)    079 45 23.46705(W)     ADJUSTED  
 HW3576* NAVD 88     -      1308.4    (meters)    4293.     (feet)  VERTCON   
 HW3576  ___________________________________________________________________
 HW3576  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 HW3576  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HW3576
 HW3576  HORZ ORDER  -  SECOND
 HW3576
 HW3576.The horizontal coordinates were established by classical geodetic methods
 HW3576.and adjusted by the National Geodetic Survey in April 1998..
 HW3576
 HW3576.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3576
 HW3576.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3576
 HW3576.The geoid height was determined by GEOID03.
 HW3576
 HW3576;                    North         East     Units Scale Factor Converg.
 HW3576;SPC WV S     -   177,017.624   708,331.083   MT  0.99995046   +0 46 07.4
 HW3576;SPC VA N     - 2,103,053.754 3,390,533.470   MT  0.99994851   -0 47 03.2
 HW3576;SPC VA N     - 6,899,768.86 11,123,775.23   sFT  0.99994851   -0 47 03.2
 HW3576;UTM  17      - 4,271,829.249   608,298.272   MT  0.99974443   +0 46 32.4
 HW3576
 HW3576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3576!SPC WV S     -   0.99979953  x   0.99995046  =   0.99975000
 HW3576!SPC VA N     -   0.99979953  x   0.99994851  =   0.99974805
 HW3576!UTM  17      -   0.99979953  x   0.99974443  =   0.99954401
 HW3576
 HW3576|---------------------------------------------------------------------|
 HW3576| PID    Reference Object                     Distance      Geod. Az  |
 HW3576|                                                           dddmmss.s |
 HW3576| DC3929 BURNER RM 1                          30.709 METERS 00733     |
 HW3576| DC3930 BURNER RM 2                          28.066 METERS 27221     |
 HW3576| HW3580 BARTON                              APPROX.15.4 KM 2815104.2 |
 HW3576| HW3577 GAUDINEER LOOKOUT TOWER             APPROX. 8.1 KM 2912917.8 |
 HW3576| HW3575 BURNER USFS 1957                     11.054 METERS 31804     |
 HW3576|---------------------------------------------------------------------|
 HW3576
 HW3576                          SUPERSEDED SURVEY CONTROL
 HW3576
 HW3576  NAD 83(1995)-  38 35 18.03986(N)    079 45 23.47235(W) AD(       ) 2
 HW3576  NAD 83(1986)-  38 35 18.04007(N)    079 45 23.47605(W) AD(       ) 2
 HW3576  NAD 27      -  38 35 17.62720(N)    079 45 24.27040(W) AD(       ) 2
 HW3576  NGVD 29 (07/19/86) 1308.4    (m)         4293.     (f) VERT ANG       
 HW3576
 HW3576.Superseded values are not recommended for survey control.
 HW3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3576.See file dsdata.txt to determine how the superseded data were derived.
 HW3576
 HW3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0829871829(NAD 83)
 HW3576_MARKER: DS = TRIANGULATION STATION DISK
 HW3576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3576
 HW3576  HISTORY     - Date     Condition        Report By
 HW3576  HISTORY     - 1957     MONUMENTED       CGS
 HW3576
 HW3576                          STATION DESCRIPTION
 HW3576
 HW3576'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3576'THE STATION IS APPROXIMATELY 5.0 MILES NORTHEAST OF DURBIN, 2.5 MILES
 HW3576'NORTH- NORTHWEST OF
 HW3576'THORNWOOD AND ON THE HIGHEST POINT OF BURNER MOUNTAIN.
 HW3576'
 HW3576'TO REACH FROM THE POST OFFICE IN DURBIN, GO EAST ON U.S. HIGHWAY 250
 HW3576'FOR 1.45 MILES TO A SIDE
 HW3576'ROAD LEFT AT A SIGN BURNER RD., TURN LEFT ON GRAVEL ROAD FOR 2.05
 HW3576'MILES TO A FORK, TAKE RIGHT FORK
 HW3576'(MIDDLE MTN. RD. NO. 15) FOR 3.6 MILES TO THE SUMMIT OF THE
 HW3576'GRADE AND A SIDE ROAD LEFT AT SIGN SPAN OAK
 HW3576'TRAIL, CONTINUE STRAIGHT AHEAD FOR 0.55
 HW3576'MILE TO A CROSSROAD AND A SIGN BURNER MTN. TRAIL ON THE RIGHT
 HW3576'AND SIGN ELK LICK TRAIL ON THE
 HW3576'LEFT, TURN RIGHT ON TRACK ROAD AND FOLLOW FOR 0.95 MILE TO A 3 FOOT
 HW3576'SUGAR TREE WITH A TRIANGLE BLAZE
 HW3576'ON THE RIGHT, TURN RIGHT FOR 114 FEET TO THE STATION.
 HW3576'
 HW3576'STATION MARKS ARE STANDARD DISKS STAMPED BURNER 1957.  THE SURFACE
 HW3576'DISK IS SET IN A SQUARE
 HW3576'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 114 FEET
 HW3576'SOUTH-SOUTHWEST OF THE CENTER OF
 HW3576'THE TRACK ROAD AND 17 FEET NORTHEAST OF A 2 FOOT OAK TREE WITH A
 HW3576'TRIANGLE BLAZE ON THE NORTHEAST
 HW3576'SIDE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HW3576'24 INCHES BELOW THE SURFACE OF THE
 HW3576'GROUND.  A STANDARD WITNESS POST WAS SET 2
 HW3576'FEET SOUTHEAST OF THE MARK.
 HW3576'
 HW3576'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BURNER NO 1 1957, IS
 HW3576'SET IN A SQUARE CONCRETE
 HW3576'POST WHICH PROJECTS 3 INCHES.  IT IS 17 FEET SOUTH OF THE CENTER OF
 HW3576'THE TRACK ROAD AND 10 FEET SOUTH OF
 HW3576'A 3 FOOT SUGAR TREE WITH A TRIANGLE BLAZE.
 HW3576'
 HW3576'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BURNER NO 2 1957, IS
 HW3576'SET IN A SQUARE CONCRETE
 HW3576'POST WHICH PROJECTS 3 INCHES.  IT IS 81 FEET WEST OF A 2 FOOT OAK
 HW3576'TREE WITH A TRIANGLE BLAZE ON THE NORTH EAST SIDE.
 HW3576'
 HW3576'BURNER 1464 1934 IS A U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
 HW3576'DISK, STAMPED BURNER
 HW3576'1464 1934, SET IN A PRECAST CONCRETE POST WHICH PROJECTS 2 INCHES.
 HW3576'IT IS 39 FEET NORTH OF A 2 FOOT
 HW3576'OAK TREE WITH A TRIANGLE BLAZE ON THE NORTHEAST SIDE.
 HW3576'
 HW3576'NOTE- NO AZIMUTH MARK WAS SET TO THIS STATION.
 HW3576'*
 HW3576'HEIGHT OF LIGHT ABOVE STATION MARK
 HW3576'26.12 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3575 ***********************************************************************
 HW3575  DESIGNATION -  BURNER USFS 1957
 HW3575  PID         -  HW3575
 HW3575  STATE/COUNTY-  WV/POCAHONTAS
 HW3575  USGS QUAD   -  DURBIN (1995)
 HW3575
 HW3575                         *CURRENT SURVEY CONTROL
 HW3575  ___________________________________________________________________
 HW3575* NAD 83(1995)-  38 35 18.30201(N)    079 45 23.77228(W)     ADJUSTED  
 HW3575* NAVD 88     -      1318.     (meters)    4324.     (feet)  SCALED    
 HW3575  ___________________________________________________________________
 HW3575  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 HW3575  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HW3575
 HW3575  HORZ ORDER  -  SECOND
 HW3575
 HW3575.The horizontal coordinates were established by classical geodetic methods
 HW3575.and adjusted by the National Geodetic Survey in April 1998..
 HW3575
 HW3575.The orthometric height was scaled from a topographic map.
 HW3575
 HW3575.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3575
 HW3575.The geoid height was determined by GEOID03.
 HW3575
 HW3575;                    North         East     Units Scale Factor Converg.
 HW3575;SPC WV S     -   177,025.747   708,323.587   MT  0.99995047   +0 46 07.2
 HW3575;SPC VA N     - 2,103,062.077 3,390,526.196   MT  0.99994851   -0 47 03.4
 HW3575;SPC VA N     - 6,899,796.16 11,123,751.36   sFT  0.99994851   -0 47 03.4
 HW3575;UTM  17      - 4,271,837.369   608,290.776   MT  0.99974441   +0 46 32.2
 HW3575
 HW3575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3575!SPC WV S     -   0.99979803  x   0.99995047  =   0.99974851
 HW3575!SPC VA N     -   0.99979803  x   0.99994851  =   0.99974655
 HW3575!UTM  17      -   0.99979803  x   0.99974441  =   0.99954249
 HW3575
 HW3575                          SUPERSEDED SURVEY CONTROL
 HW3575
 HW3575  NAD 83(1995)-  38 35 18.30654(N)    079 45 23.77758(W) AD(       ) 2
 HW3575  NAD 83(1986)-  38 35 18.30675(N)    079 45 23.78128(W) AD(       ) 2
 HW3575  NAD 27      -  38 35 17.89390(N)    079 45 24.57560(W) AD(       ) 2
 HW3575
 HW3575.Superseded values are not recommended for survey control.
 HW3575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3575.See file dsdata.txt to determine how the superseded data were derived.
 HW3575
 HW3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0829171837(NAD 83)
 HW3575_MARKER: DD = SURVEY DISK
 HW3575_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HW3575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3575
 HW3575  HISTORY     - Date     Condition        Report By
 HW3575  HISTORY     - 1957     MONUMENTED       USFS
 HW3575
 HW3575                          STATION DESCRIPTION
 HW3575
 HW3575'DESCRIBED BY US FOREST SERVICE 1957 (FAR)
 HW3575'THE STATION IS APPROXIMATELY 5.0 MILES NORTHEAST OF DURBIN, 2.5 MILES
 HW3575'NORTH- NORTHWEST OF
 HW3575'THORNWOOD AND IS ON THE HIGHEST POINT OF BURNER MOUNTAIN.
 HW3575'
 HW3575'THE STATION IS A U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE DISK,
 HW3575'STAMPED BURNER 1464 1934,
 HW3575'SET IN A PRECAST CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 39
 HW3575'FEET NORTH OF A 2 FOOT OAK TREE WITH
 HW3575'A TRIANGLE BLAZE ON THE NORTHEAST SIDE.  A TRAVERSE
 HW3575'CONNECTION WAS MADE TO TRIANGULATION STATION
 HW3575'BURNER, DISTANCE BEING 36.27 FEET AND
 HW3575'(11.054 METERS) NORTHWEST OF STATION BURNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3447 ***********************************************************************
 GX3447  DESIGNATION -  BURNING ROCK
 GX3447  PID         -  GX3447
 GX3447  STATE/COUNTY-  WV/WYOMING
 GX3447  USGS QUAD   -  OCEANA (1976)
 GX3447
 GX3447                         *CURRENT SURVEY CONTROL
 GX3447  ___________________________________________________________________
 GX3447* NAD 83(1995)-  37 41 38.74692(N)    081 41 51.12574(W)     ADJUSTED  
 GX3447* NAVD 88     -       920.     (meters)    3018.     (feet)  SCALED    
 GX3447  ___________________________________________________________________
 GX3447  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 GX3447  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX3447
 GX3447  HORZ ORDER  -  FIRST
 GX3447
 GX3447.The horizontal coordinates were established by classical geodetic methods
 GX3447.and adjusted by the National Geodetic Survey in April 1998..
 GX3447
 GX3447.The orthometric height was scaled from a topographic map.
 GX3447
 GX3447.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3447
 GX3447.The geoid height was determined by GEOID03.
 GX3447
 GX3447;                    North         East     Units Scale Factor Converg.
 GX3447;SPC WV S     -    77,268.096   538,483.087   MT  0.99996207   -0 25 52.4
 GX3447;UTM  17      - 4,172,104.151   438,504.394   MT  0.99964658   -0 25 35.5
 GX3447
 GX3447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3447!SPC WV S     -   0.99986060  x   0.99996207  =   0.99982267
 GX3447!UTM  17      -   0.99986060  x   0.99964658  =   0.99950723
 GX3447
 GX3447:                Primary Azimuth Mark                     Grid Az
 GX3447:SPC WV S     -  BURNING ROCK RM 2                        010 10 45.0
 GX3447:UTM  17      -  BURNING ROCK RM 2                        010 10 28.1
 GX3447
 GX3447|---------------------------------------------------------------------|
 GX3447| PID    Reference Object                     Distance      Geod. Az  |
 GX3447|                                                           dddmmss.s |
 GX3447| DC3932 BURNING ROCK RM 2                                  0094452.6 |
 GX3447| DC3933 BURNING ROCK RM 3                    12.081 METERS 06555     |
 GX3447| DC3931 BURNING ROCK RM 1                     1.977 METERS 33809     |
 GX3447|---------------------------------------------------------------------|
 GX3447
 GX3447                          SUPERSEDED SURVEY CONTROL
 GX3447
 GX3447  NAD 83(1995)-  37 41 38.74914(N)    081 41 51.12629(W) AD(       ) 1
 GX3447  NAD 83(1995)-  37 41 38.75551(N)    081 41 51.13068(W) AD(       ) 1
 GX3447  NAD 83(1986)-  37 41 38.75521(N)    081 41 51.13141(W) AD(       ) 1
 GX3447  NAD 27      -  37 41 38.36000(N)    081 41 51.72500(W) AD(       ) 1
 GX3447
 GX3447.Superseded values are not recommended for survey control.
 GX3447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3447.See file dsdata.txt to determine how the superseded data were derived.
 GX3447
 GX3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB3850472104(NAD 83)
 GX3447_MARKER: DS = TRIANGULATION STATION DISK
 GX3447_SETTING: 80 = SET IN A BOULDER
 GX3447_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GX3447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3447+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GX3447
 GX3447  HISTORY     - Date     Condition        Report By
 GX3447  HISTORY     - 1933     MONUMENTED       CGS
 GX3447  HISTORY     - 1963     GOOD             LOCSUR
 GX3447  HISTORY     - 20021026 GOOD             GREOMA
 GX3447
 GX3447                          STATION DESCRIPTION
 GX3447
 GX3447'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GX3447'THIS STATION IS ON THE SUMMIT OF HUFF MOUNTAIN, BETTER KNOWN AS
 GX3447'BURNING ROCK, 4 MILES W OF OCEANA, W. VA. IT IS LOCATED ON THE
 GX3447'HIGHEST POINT OF THE BOULDER KNOWN AS BURNING ROCK, AND 2.4 FEET NW
 GX3447'OF NE CORNER OF FIRE LOOKOUT TOWER.
 GX3447'
 GX3447'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 GX3447'CONCRETE IN DEPRESSIONS IN BOULDERS.
 GX3447'
 GX3447'REFERENCE MARK NO. 1 IS N OF STATION IN THE SAME LARGE BOULDER AS
 GX3447'STATION, AND SLIGHTLY LOWER THAN STATION.
 GX3447'
 GX3447'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ABOUT 0.5 MILE N OF STATION,
 GX3447'ON THE S SIDE OF TRAIL THAT LEADS TO STATION, ON THE TOP OF A
 GX3447'LARGE BOULDER THAT PROJECTS ABOUT 20 FEET ABOVE THE SURFACE OF THE
 GX3447'GROUND.
 GX3447'
 GX3447'REFERENCE MARK NO. 3 IS NE OF STATION, A STANDARD BRONZE DISK SET IN
 GX3447'CONCRETE ON THE TOP OF RECTANGULAR-SHAPED ROCK OUTCROP, AND
 GX3447'ABOUT 10 FEET LOWER THAN STATION.
 GX3447'
 GX3447'TO REACH FROM OCEANA, TAKE STATE HIGHWAY 10 S 0.4 MILE TO JUNCTION OF
 GX3447'HIGHWAYS, TURN LEFT AND FOLLOW DIRT ROAD 1.25 MILES. TURN RIGHT
 GX3447'AT SIGN BURNING ROCK FIRE TOWER AND FOLLOW FARM ROAD 1.6 MILES TO
 GX3447'FORKS OF CREEK, WHICH IS THE END OF TRUCK TRAVEL. TAKE PATH
 GX3447'UP LEFT FORK OF COOKS BRANCH, ABOUT 2 MILES TO STATION.
 GX3447'
 GX3447'NOTE- DISTANCES FROM TRUE STATION, ANGLES AT ECCENTRIC STATION.
 GX3447
 GX3447                          STATION RECOVERY (1963)
 GX3447
 GX3447'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 GX3447'STATION FOUND IN GOOD CONDITION 1.4 FEET NE OF SE LEG OF BURNING ROCK
 GX3447'FIRE TOWER.  ROAD NOW LEADS TO TOWER.  DIRECTIONS TO STATION MAY BE
 GX3447'OBTAINED FROM CROXIER COAL AND LAND CO. KNGRS OFFICE AT LYNCO. W.
 GX3447'VA.
 GX3447
 GX3447                          STATION RECOVERY (2002)
 GX3447
 GX3447'RECOVERY NOTE BY GREENHORNE-OMARA 2002 (TDT)
 GX3447'RECOVERED AS DESCRIBED FIRE TOWER IS GONE A CELLULAR TELEPHONE TOWER
 GX3447'REPLACED IT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2837 ***********************************************************************
 HX2837  DESIGNATION -  BURR
 HX2837  PID         -  HX2837
 HX2837  STATE/COUNTY-  WV/UPSHUR
 HX2837  USGS QUAD   -  ALTON (1989)
 HX2837
 HX2837                         *CURRENT SURVEY CONTROL
 HX2837  ___________________________________________________________________
 HX2837* NAD 83(1995)-  38 52 13.12590(N)    080 14 40.26375(W)     ADJUSTED  
 HX2837* NAVD 88     -       610.8    (meters)    2004.     (feet)  VERTCON   
 HX2837  ___________________________________________________________________
 HX2837  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 HX2837  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 HX2837
 HX2837  HORZ ORDER  -  SECOND
 HX2837
 HX2837.The horizontal coordinates were established by classical geodetic methods
 HX2837.and adjusted by the National Geodetic Survey in April 1998..
 HX2837
 HX2837.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2837
 HX2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2837
 HX2837.The geoid height was determined by GEOID03.
 HX2837
 HX2837;                    North         East     Units Scale Factor Converg.
 HX2837;SPC WV S     -   207,858.765   665,563.108   MT  0.99999725   +0 28 01.3
 HX2837;UTM  17      - 4,302,656.376   565,538.197   MT  0.99965289   +0 28 26.9
 HX2837
 HX2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2837!SPC WV S     -   0.99990913  x   0.99999725  =   0.99990638
 HX2837!UTM  17      -   0.99990913  x   0.99965289  =   0.99956205
 HX2837
 HX2837|---------------------------------------------------------------------|
 HX2837| PID    Reference Object                     Distance      Geod. Az  |
 HX2837|                                                           dddmmss.s |
 HX2837| DC3935 BURR RM 1                            28.580 METERS 08222     |
 HX2837| DC3934 BURR AZ MK                                         1740710.1 |
 HX2837| HX2836 GAS WELL 1956                        75.773 METERS 23924     |
 HX2837| DC3936 BURR RM 2                            22.738 METERS 26917     |
 HX2837|---------------------------------------------------------------------|
 HX2837
 HX2837                          SUPERSEDED SURVEY CONTROL
 HX2837
 HX2837  NAD 83(1986)-  38 52 13.13129(N)    080 14 40.27497(W) AD(       ) 2
 HX2837  NAD 27      -  38 52 12.76720(N)    080 14 40.98270(W) AD(       ) 2
 HX2837  NGVD 29 (07/19/86)  611.0    (m)         2005.     (f) VERT ANG       
 HX2837
 HX2837.Superseded values are not recommended for survey control.
 HX2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2837.See file dsdata.txt to determine how the superseded data were derived.
 HX2837
 HX2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6553802656(NAD 83)
 HX2837_MARKER: DS = TRIANGULATION STATION DISK
 HX2837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2837
 HX2837  HISTORY     - Date     Condition        Report By
 HX2837  HISTORY     - 1956     MONUMENTED       CGS
 HX2837
 HX2837                          STATION DESCRIPTION
 HX2837
 HX2837'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX2837'STATION IS LOCATED ABOUT 9 MILES SOUTH OF BUCKHANNON AND 3 MILES EAST
 HX2837'SOUTHEAST OF FRENCH CREEK ON A
 HX2837'HIGH HILL IN A CLEARED FIELD ON THE PROPERTY OF MR. AARON BURR.
 HX2837'STATION IS 9 FEET SOUTH OF FENCE AND
 HX2837'WITNESS POST.  THE MARK IS ABOUT 1 FOOT BELOW THE
 HX2837'SURFACE AND THE DISK IS STAMPED BURR 1956.
 HX2837'
 HX2837'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 HX2837'ABOUT 4 INCHES AND THE DISK
 HX2837'IS STAMPED BURR NO 1 1956.
 HX2837'
 HX2837'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 HX2837'ABOUT 3 INCHES AND THE DISK
 HX2837'IS STAMPED BURR NO 2 1956.
 HX2837'
 HX2837'AZIMUTH MARK IS 11 FEET NORTHEAST OF THE APPROXIMATE CENTER OF ROAD,
 HX2837'6 FEET NORTHWEST OF WITNESS POST
 HX2837'AND 2 FEET NORTHEAST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 HX2837'AND THE DISK IS STAMPED BURR 1956.
 HX2837'
 HX2837'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 33 AND 119 AND STATE ROUTE
 HX2837'4 AND 20 AT THE COURTHOUSE IN
 HX2837'BUCKHANNON, GO SOUTHERLY ON STATE ROUTE 4 AND 20 FOR 7.6 MILES TO THE
 HX2837'RAILROAD CROSSING IN ADRIAN.
 HX2837'CONTINUE FOR 0.55 MILE TO SIDE ROAD LEFT.  TURN LEFT AND
 HX2837'GO EASTERLY ON BLACKTOP ROAD FOR 1.4 MILES TO A
 HX2837'BRIDGE OVER FRENCH CREEK.  CONTINUE FOR
 HX2837'1.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT ON DIRT ROAD FOR 0.65
 HX2837'MILE TO CROSSROADS AT TOP OF HILL.
 HX2837'TURN RIGHT AND GO 0.5 MILE TO WOODS ROAD AND DRIVEWAY ON LEFT.  TURN
 HX2837'SHARP LEFT ON WOODS ROAD FOR 0.05
 HX2837'MILE TO GATE.  PASS THROUGH GATE AND GO ABOUT 0.1 MILE TO
 HX2837'STATION ALONG FENCELINE AS DESCRIBED.  TO
 HX2837'REACH AZIMUTH MARK FROM WHERE DESCRIPTION
 HX2837'LEAVES ROAD CONTINUE ON DIRT ROAD FOR 0.3 MILE TO AZIMUTH
 HX2837'MARK ON THE LEFT AS DESCRIBED.
 HX2837'
 HX2837'A GAS WELL IS LOCATED IN THE OPEN FIELD WHICH MAY BE USED AS PICTURE
 HX2837'POINT.
 HX2837'
 HX2837'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1869 ***********************************************************************
 JX1869  CBN         -  This is a Cooperative Base Network Control Station.
 JX1869  DESIGNATION -  BURTON
 JX1869  PID         -  JX1869
 JX1869  STATE/COUNTY-  WV/MARION
 JX1869  USGS QUAD   -  HUNDRED (1976)
 JX1869
 JX1869                         *CURRENT SURVEY CONTROL
 JX1869  ___________________________________________________________________
 JX1869* NAD 83(1995)-  39 38 06.76096(N)    080 24 25.17999(W)     ADJUSTED  
 JX1869* NAVD 88     -       503.6    (meters)    1652.     (feet)  GPS OBS   
 JX1869  ___________________________________________________________________
 JX1869  X           -     819,744.353 (meters)                     COMP
 JX1869  Y           -  -4,850,220.394 (meters)                     COMP
 JX1869  Z           -   4,047,176.108 (meters)                     COMP
 JX1869  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 JX1869  ELLIP HEIGHT-         470.64  (meters)          (04/23/01) GPS OBS
 JX1869  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JX1869
 JX1869  HORZ ORDER  -  A
 JX1869  ELLP ORDER  -  FOURTH    CLASS I
 JX1869
 JX1869.The horizontal coordinates were established by GPS observations
 JX1869.and adjusted by the National Geodetic Survey in April 2001..
 JX1869
 JX1869.The orthometric height was determined by GPS observations and a
 JX1869.high-resolution geoid model.
 JX1869
 JX1869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX1869
 JX1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1869
 JX1869.The ellipsoidal height was determined by GPS observations
 JX1869.and is referenced to NAD 83.
 JX1869
 JX1869.The geoid height was determined by GEOID03.
 JX1869
 JX1869;                    North         East     Units Scale Factor Converg.
 JX1869;SPC WV N     -   126,421.045   522,143.617   MT  0.99994075   -0 34 42.4
 JX1869;UTM  17      - 4,387,438.513   550,887.273   MT  0.99963188   +0 22 41.8
 JX1869
 JX1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1869!SPC WV N     -   0.99992617  x   0.99994075  =   0.99986692
 JX1869!UTM  17      -   0.99992617  x   0.99963188  =   0.99955808
 JX1869
 JX1869:                Primary Azimuth Mark                     Grid Az
 JX1869:SPC WV N     -  BURTON AZ MK                             090 22 01.8
 JX1869:UTM  17      -  BURTON AZ MK                             089 24 37.6
 JX1869
 JX1869|---------------------------------------------------------------------|
 JX1869| PID    Reference Object                     Distance      Geod. Az  |
 JX1869|                                                           dddmmss.s |
 JX1869| CX3333 BURTON AZ MK                                       0894719.4 |
 JX1869| JX1867 WADESTOWN TV STATION WBOY TWR       APPROX. 9.0 KM 0983255.8 |
 JX1869| CX3334 BURTON RM 1                          37.631 METERS 17957     |
 JX1869| CX3335 BURTON RM 2                          25.039 METERS 25134     |
 JX1869| JX1872 HUNDRED MICROWAVE TOWER             APPROX. 5.0 KM 3310050.4 |
 JX1869|---------------------------------------------------------------------|
 JX1869
 JX1869                          SUPERSEDED SURVEY CONTROL
 JX1869
 JX1869  NAD 83(1995)-  39 38 06.76127(N)    080 24 25.17938(W) AD(       ) 1
 JX1869  NAD 83(1986)-  39 38 06.76456(N)    080 24 25.18659(W) AD(       ) 1
 JX1869  NAD 27      -  39 38 06.46000(N)    080 24 25.89650(W) AD(       ) 1
 JX1869  NGVD 29 (07/19/86)  503.78   (m)         1652.8    (f) LEVELING    3  
 JX1869
 JX1869.Superseded values are not recommended for survey control.
 JX1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1869.See file dsdata.txt to determine how the superseded data were derived.
 JX1869
 JX1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5088787439(NAD 83)
 JX1869_MARKER: DS = TRIANGULATION STATION DISK
 JX1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1869_STAMPING: BURTON 1941
 JX1869_MARK LOGO: CGS   
 JX1869_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1869+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 JX1869
 JX1869  HISTORY     - Date     Condition        Report By
 JX1869  HISTORY     - 1941     MONUMENTED       CGS
 JX1869  HISTORY     - 1963     GOOD             CGS
 JX1869  HISTORY     - 20000330 GOOD             WVALS
 JX1869  HISTORY     - 20040615 GOOD             T3GLOB
 JX1869
 JX1869                          STATION DESCRIPTION
 JX1869
 JX1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1869'THE STATION IS LOCATED
 JX1869'ABOUT 5 MILES SE
 JX1869'OF THE TOWN OF HUNDRED AND ABOUT 0.75 MILE
 JX1869'E OF U.S. HIGHWAY 50.  IT IS NEAR
 JX1869'THE SE END OF A CULTIVATED RIDGE
 JX1869'AND ABOUT 300 YARDS NW OF AN OIL WELL DERRICK.  IT
 JX1869'IS SET FLUSH
 JX1869'WITH THE GROUND AT THE HIGHEST POINT OF THE RIDGE AND IS STAMPED
 JX1869'BURTON 1941.
 JX1869'
 JX1869'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JX1869'DISKS SET IN CONCRETE.
 JX1869'
 JX1869'REFERENCE MARK NO. 1 IS AT THE EDGE OF THE CULTIVATED FIELD.
 JX1869'IT PROJECTS 8
 JX1869'INCHES AND IS STAMPED BURTON NO. 1 1941.
 JX1869'
 JX1869'REFERENCE MARK NO. 2 IS AT THE W SIDE OF THE CULTIVATED FIELD.
 JX1869'IT PROJECTS 8
 JX1869'INCHES AND IS STAMPED BURTON NO. 1 1941.
 JX1869'
 JX1869'THE AZIMUTH MARK IS 9 FEET SW OF THE CENTER LINE OF A DIRT
 JX1869'ROAD AND 23 FEET
 JX1869'SW OF A FENCE LINE.  IT PROJECTS 8 INCHES AND IS
 JX1869'STAMPED BURTON 1941.
 JX1869'
 JX1869'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 250
 JX1869'AND STATE HIGHWAY
 JX1869'7 ABOUT 3 MILES SE OF THE TOWN OF HUNDRED GO
 JX1869'SOUTHERLY ON U.S. HIGHWAY 250 FOR
 JX1869'0.7 MILE TO A GRADED DIRT ROAD
 JX1869'LEFT AT AN OIL DERRICK ON THE RIGHT.  TURN LEFT ON
 JX1869'DIRT ROAD AND
 JX1869'GO 1.8 MILES TO A CROSSROADS AT THE TOP OF THE RIDGE.  HERE TURN
 JX1869'RIGHT AND GO 0.2
 JX1869'MILE TO A DIRT T ROAD RIGHT (AZIMUTH MARK IS
 JX1869'0.2 MILE STRAIGHT AHEAD ON LEFT
 JX1869'FORK) TURN RIGHT AND GO 0.9 MILE
 JX1869'TO A GATE ON THE RIGHT ENTERING A PASTURE AND AN
 JX1869'OIL DERRICK ABOUT
 JX1869'100 YARDS INSIDE THE PASTURE.  TURN RIGHT INTO THE PASTURE AND
 JX1869'FOLLOW TRACK
 JX1869'ROAD PAST THE LEFT SIDE OF THE OIL DERRICK TO THE
 JX1869'HIGHEST POINT OF THE HILL AND
 JX1869'THE STATION.
 JX1869'
 JX1869'A 37-FOOT TOWER WILL CLEAR ALL LINES.
 JX1869
 JX1869                          STATION RECOVERY (1963)
 JX1869
 JX1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1869'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JX1869'DIRECTIONS TO ALL MARKS
 JX1869'CHECKED.  THE DISTANCES TO REFERENCE MARK 2 AND THE AZIMUTH MARK
 JX1869'CHECKED, BUT THE DISTANCE TO
 JX1869'REFERENCE MARK 1 WAS FOUND TO BE 0.09 OF A FOOT SHORTER THAN THE
 JX1869'PREVIOUS MEASUREMENT.  DUE TO
 JX1869'CHANGES A NEW DESCRIPTION FOLLOWS.
 JX1869'
 JX1869'THE STATION IS ON A GRASS COVERED RIDGE ABOUT 300 YARDS NORTHWEST OF
 JX1869'AN OIL WELL, ABOUT 5.0 MILES
 JX1869'SOUTHEAST OF THE TOWN OF HUNDRED, 0.75 MILE EAST OF U.S. HIGHWAY 250
 JX1869'AND ON THE PROPERTY OF MR. JOHN GRIM.
 JX1869'IT IS 75 FEET EAST OF A TELEPHONE POLE, 94 FEET EAST
 JX1869'OF AN 18 INCH WILD CHERRY TREE AND 124 FEET NORTH OF
 JX1869'A WITNESS POST.  THE MONUMENT IS FLUSH
 JX1869'AND THE DISK IS STAMPED BURTON 1941.
 JX1869'
 JX1869'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 250 AND STATE HIGHWAY 7 AT
 JX1869'THE SOUTH EDGE OF HUNDRED,
 JX1869'GO SOUTHEAST ON HIGHWAY 7 AND 250 FOR 2.1 MILE TO WHERE STATE HIGHWAY
 JX1869'7 TURNS EAST.  CONTINUE SOUTHEAST ON
 JX1869'U.S. HIGHWAY 250 FOR 0.75 MILE TO A SIDE ROAD LEFT.
 JX1869'TURN LEFT AND GO EASTERLY ON A NARROW PAVED AND
 JX1869'GRAVELED ROAD FOR 1.8 MILES TO A CROSSROAD
 JX1869'AT THE TOP OF A HILL.  TURN RIGHT AND GO SOUTHERLY ON A GRAVELED
 JX1869'ROAD FOR 0.25 MILE TO A SIDE ROAD
 JX1869'RIGHT .  TURN RIGHT AND GO SOUTHWEST ON A NARROW DIRT ROAD FOR 0.85
 JX1869'MILE TO A SIDE ROAD RIGHT.  TURN
 JX1869'RIGHT AND GO NORTHWEST UP A STEEP HILL FOR 0.05 MILE TO AN
 JX1869'OIL WELL ON THE RIGHT.  CONTINUE NORTHWEST ON
 JX1869'THE DIRT ROAD FOR 0.05 MILE TO A FORK.
 JX1869'TAKE THE LEFT FORK AND GO NORTHWEST AND NORTH ON A DIM TRACK
 JX1869'ROAD ALONG A TELEPHONE LINE FOR 0.1
 JX1869'MILE TO THE TOP OF THE RIDGE AND THE STATION.
 JX1869'
 JX1869'TO REACH THE AZIMUTH FROM THIS POINT CONTINUE EASTERLY ON THE DIRT
 JX1869'ROAD FOR 0.15 MILE TO A FORK.
 JX1869'TAKE THE LEFT FORK AND GO NORTHEAST ON A TRACK ROAD FOR 0.1 MILE TO
 JX1869'THE AZIMUTH ON THE RIGHT.
 JX1869'
 JX1869'REFERENCE MARK 1 IS 1 FOOT NORTH OF THE WITNESS POST AND 66 FEET EAST
 JX1869'OF A TELEPHONE POLE.  THE
 JX1869'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BURTON NO 1 1941.
 JX1869'
 JX1869'REFERENCE MARK 2 IS 17 FEET NORTHEAST OF THE 18 INCH WILD CHERRY TREE
 JX1869'AND 36 FEET SOUTHWEST OF A
 JX1869'TELEPHONE POLE.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 JX1869'STAMPED BURTON NO 2 1941.
 JX1869'
 JX1869'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A WITNESS POST, 9 FEET SOUTHWEST
 JX1869'OF THE CENTERLINE OF THE TRACK
 JX1869'ROAD, 22 FEET SOUTHWEST OF A WIRE FENCE AND 27 FEET SOUTHWEST OF A 30
 JX1869'INCH OAK TREE.  THE MONUMENT
 JX1869'PROJECTS 6 INCHES AND THE DISK IS STAMPED BURTON 1941.
 JX1869'
 JX1869'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JX1869
 JX1869                          STATION RECOVERY (2000)
 JX1869
 JX1869'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (JRK)
 JX1869'RECOVERED AS DESCRIBED.
 JX1869
 JX1869                          STATION RECOVERY (2004)
 JX1869
 JX1869'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2004 (BAW)
 JX1869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0132 ***********************************************************************
 JX0132  DESIGNATION -  C 10
 JX0132  PID         -  JX0132
 JX0132  STATE/COUNTY-  WV/TAYLOR
 JX0132  USGS QUAD   -  ROSEMONT (1976)
 JX0132
 JX0132                         *CURRENT SURVEY CONTROL
 JX0132  ___________________________________________________________________
 JX0132* NAD 83(1986)-  39 16 05.     (N)    080 10 14.     (W)     SCALED    
 JX0132* NAVD 88     -       306.173  (meters)    1004.50   (feet)  ADJUSTED  
 JX0132  ___________________________________________________________________
 JX0132  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JX0132  DYNAMIC HT  -         305.980 (meters)    1003.87  (feet)  COMP
 JX0132  MODELED GRAV-     979,988.3   (mgal)                       NAVD 88
 JX0132
 JX0132  VERT ORDER  -  FIRST     CLASS II
 JX0132
 JX0132.The horizontal coordinates were scaled from a topographic map and have
 JX0132.an estimated accuracy of +/- 6 seconds.
 JX0132
 JX0132.The orthometric height was determined by differential leveling
 JX0132.and adjusted by the National Geodetic Survey in June 1991..
 JX0132
 JX0132.The geoid height was determined by GEOID03.
 JX0132
 JX0132.The dynamic height is computed by dividing the NAVD 88
 JX0132.geopotential number by the normal gravity value computed on the
 JX0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0132.degrees latitude (g = 980.6199 gals.).
 JX0132
 JX0132.The modeled gravity was interpolated from observed gravity values.
 JX0132
 JX0132;                    North         East    Units  Estimated Accuracy
 JX0132;SPC WV N     -    85,480.      542,140.      MT  (+/- 180 meters Scaled)
 JX0132
 JX0132                          SUPERSEDED SURVEY CONTROL
 JX0132
 JX0132  NGVD 29 (??/??/92)  306.359  (m)         1005.11   (f) ADJ UNCH    1 2
 JX0132
 JX0132.Superseded values are not recommended for survey control.
 JX0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0132.See file dsdata.txt to determine how the superseded data were derived.
 JX0132
 JX0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND715468(NAD 83)
 JX0132_MARKER: DB = BENCH MARK DISK
 JX0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0132_SP_SET: BRIDGE
 JX0132_STAMPING: C 10 1933
 JX0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0132
 JX0132  HISTORY     - Date     Condition        Report By
 JX0132  HISTORY     - 1933     MONUMENTED       CGS
 JX0132  HISTORY     - 1943     GOOD             NGS
 JX0132
 JX0132                          STATION DESCRIPTION
 JX0132
 JX0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0132'2.3 MI W FROM FLEMINGTON.
 JX0132'2.3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0132'STATION AT FLEMINGTON, TAYLOR COUNTY, 0.2 MILE WEST OF MILE
 JX0132'POLE B 292-P 92, AT A ROAD CROSSING, 36 FEET SOUTH OF THE
 JX0132'CENTERLINE OF THE TRACK, AT A SMALL CONCRETE BRIDGE, AND IN THE
 JX0132'TOP OF THE NORTH END OF THE EAST GUARDRAIL.  A STANDARD DISK.
 JX0132
 JX0132                          STATION RECOVERY (1943)
 JX0132
 JX0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 JX0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1242 ***********************************************************************
 JX1242  DESIGNATION -  C 100
 JX1242  PID         -  JX1242
 JX1242  STATE/COUNTY-  WV/WOOD
 JX1242  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1242
 JX1242                         *CURRENT SURVEY CONTROL
 JX1242  ___________________________________________________________________
 JX1242* NAD 83(1986)-  39 10 27.     (N)    081 34 11.     (W)     SCALED    
 JX1242* NAVD 88     -       189.252  (meters)     620.90   (feet)  ADJUSTED  
 JX1242  ___________________________________________________________________
 JX1242  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1242  DYNAMIC HT  -         189.133 (meters)     620.51  (feet)  COMP
 JX1242  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 JX1242
 JX1242  VERT ORDER  -  SECOND    CLASS 0
 JX1242
 JX1242.The horizontal coordinates were scaled from a topographic map and have
 JX1242.an estimated accuracy of +/- 6 seconds.
 JX1242
 JX1242.The orthometric height was determined by differential leveling
 JX1242.and adjusted by the National Geodetic Survey in June 1991..
 JX1242
 JX1242.The geoid height was determined by GEOID03.
 JX1242
 JX1242.The dynamic height is computed by dividing the NAVD 88
 JX1242.geopotential number by the normal gravity value computed on the
 JX1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1242.degrees latitude (g = 980.6199 gals.).
 JX1242
 JX1242.The modeled gravity was interpolated from observed gravity values.
 JX1242
 JX1242;                    North         East    Units  Estimated Accuracy
 JX1242;SPC WV N     -    76,900.      421,170.      MT  (+/- 180 meters Scaled)
 JX1242
 JX1242                          SUPERSEDED SURVEY CONTROL
 JX1242
 JX1242  NGVD 29 (??/??/92)  189.432  (m)          621.49   (f) ADJ UNCH    2 0
 JX1242
 JX1242.Superseded values are not recommended for survey control.
 JX1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1242.See file dsdata.txt to determine how the superseded data were derived.
 JX1242
 JX1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD507362(NAD 83)
 JX1242_MARKER: DB = BENCH MARK DISK
 JX1242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1242_SP_SET: BRIDGE
 JX1242_STAMPING: C 100 1956
 JX1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1242
 JX1242  HISTORY     - Date     Condition        Report By
 JX1242  HISTORY     - 1956     MONUMENTED       CGS
 JX1242
 JX1242                          STATION DESCRIPTION
 JX1242
 JX1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1242'2.7 MI SW FROM MINERAL WELLS.
 JX1242'2.7 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL AND
 JX1242'JUNCTION OF U.S. HIGHWAY 21 AT MINERAL WELLS, ABOUT 0.2 MILE
 JX1242'SOUTHWEST OF LOCUST VALLEY CHURCH, IN THE TOP OF THE NORTHWEST
 JX1242'END OF THE NORTHEAST CONCRETE ABUTMENT OF A 10-FOOT BRIDGE UNDER
 JX1242'ROAD, 9 FEET NORTHWEST OF CENTER LINE OF ROAD, 26 FEET WEST OF
 JX1242'CENTER OF JUNCTION OF A DIM ROAD NORTHWEST, AND ABOUT LEVEL WITH
 JX1242'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1294 ***********************************************************************
 JX1294  DESIGNATION -  C 102
 JX1294  PID         -  JX1294
 JX1294  STATE/COUNTY-  WV/WOOD
 JX1294  USGS QUAD   -  ROCKPORT (1975)
 JX1294
 JX1294                         *CURRENT SURVEY CONTROL
 JX1294  ___________________________________________________________________
 JX1294* NAD 83(1986)-  39 04 35.     (N)    081 36 43.     (W)     SCALED    
 JX1294* NAVD 88     -       229.794  (meters)     753.92   (feet)  ADJUSTED  
 JX1294  ___________________________________________________________________
 JX1294  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JX1294  DYNAMIC HT  -         229.648 (meters)     753.44  (feet)  COMP
 JX1294  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 JX1294
 JX1294  VERT ORDER  -  SECOND    CLASS 0
 JX1294
 JX1294.The horizontal coordinates were scaled from a topographic map and have
 JX1294.an estimated accuracy of +/- 6 seconds.
 JX1294
 JX1294.The orthometric height was determined by differential leveling
 JX1294.and adjusted by the National Geodetic Survey in June 1991..
 JX1294
 JX1294.The geoid height was determined by GEOID03.
 JX1294
 JX1294.The dynamic height is computed by dividing the NAVD 88
 JX1294.geopotential number by the normal gravity value computed on the
 JX1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1294.degrees latitude (g = 980.6199 gals.).
 JX1294
 JX1294.The modeled gravity was interpolated from observed gravity values.
 JX1294
 JX1294;                    North         East    Units  Estimated Accuracy
 JX1294;SPC WV N     -    66,140.      417,270.      MT  (+/- 180 meters Scaled)
 JX1294
 JX1294                          SUPERSEDED SURVEY CONTROL
 JX1294
 JX1294  NGVD 29 (??/??/92)  229.954  (m)          754.44   (f) ADJ UNCH    2 0
 JX1294
 JX1294.Superseded values are not recommended for survey control.
 JX1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1294.See file dsdata.txt to determine how the superseded data were derived.
 JX1294
 JX1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD470254(NAD 83)
 JX1294_MARKER: DB = BENCH MARK DISK
 JX1294_SETTING: 66 = SET IN ROCK OUTCROP
 JX1294_SP_SET: ROCK OUTCROP
 JX1294_STAMPING: C 102 1956
 JX1294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1294+STABILITY: POSITION/ELEVATION WELL
 JX1294
 JX1294  HISTORY     - Date     Condition        Report By
 JX1294  HISTORY     - 1956     MONUMENTED       CGS
 JX1294
 JX1294                          STATION DESCRIPTION
 JX1294
 JX1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1294'7.4 MI W FROM ROCKPORT.
 JX1294'0.15 MILE SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1294'ROCKPORT, THENCE ABOUT 5.7 MILES SOUTHWEST AND WEST ALONG A
 JX1294'GRAVEL ROAD LEADING TO BELLEVILLE, THENCE ABOUT 1.5 MILES
 JX1294'NORTHEAST ALONG A ROAD FOLLOWING BEAR RUN TO AN OLD 2-STORY
 JX1294'BRICK HOUSE AND END OF TRAVELED ROAD, THENCE ABOUT 0.1 MILE
 JX1294'NORTHEAST ALONG ABANDONED ROAD, IN THE TOP OF A PYRAMID SHAPED
 JX1294'ROCK OUTCROP PROJECTING 3/4 FEET WITH EXPOSED SURFACE ABOUT
 JX1294'2 1/2 BY 1 1/2 FEET, 18 FEET SOUTH OF CENTER LINE OF DIM ROAD,
 JX1294'19 1/2 FEET NORTH OF EAST CORNER OF A BARN, 41 FEET EAST-SOUTHEAST
 JX1294'OF NORTH CORNER OF BARN, 17 FEET NORTHEAST OF NORTHEAST FACE
 JX1294'OF BARN AND ABOUT 1 FOOT ABOVE LEVEL OF DIRT ROAD.  NOTE-- MARK
 JX1294'MAY BE REACHED FROM ROCKPORT BY GOING ABOUT 2.95 MILES WEST AND
 JX1294'NORTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL AND JUNCTION OF
 JX1294'U.S. HIGHWAY 21, THENCE ABOUT 1.0 MILE SOUTHWEST ALONG AN
 JX1294'ABANDONED ROAD WHICH LEADS DOWNHILL INTO BEAR RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2675 ***********************************************************************
 HX2675  DESIGNATION -  C 103
 HX2675  PID         -  HX2675
 HX2675  STATE/COUNTY-  WV/JACKSON
 HX2675  USGS QUAD   -  SANDYVILLE (1988)
 HX2675
 HX2675                         *CURRENT SURVEY CONTROL
 HX2675  ___________________________________________________________________
 HX2675* NAD 83(1986)-  38 55 35.     (N)    081 38 49.     (W)     SCALED    
 HX2675* NAVD 88     -       188.617  (meters)     618.82   (feet)  ADJUSTED  
 HX2675  ___________________________________________________________________
 HX2675  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HX2675  DYNAMIC HT  -         188.496 (meters)     618.42  (feet)  COMP
 HX2675  MODELED GRAV-     979,979.2   (mgal)                       NAVD 88
 HX2675
 HX2675  VERT ORDER  -  SECOND    CLASS 0
 HX2675
 HX2675.The horizontal coordinates were scaled from a topographic map and have
 HX2675.an estimated accuracy of +/- 6 seconds.
 HX2675
 HX2675.The orthometric height was determined by differential leveling
 HX2675.and adjusted by the National Geodetic Survey in June 1991..
 HX2675
 HX2675.The geoid height was determined by GEOID03.
 HX2675
 HX2675.The dynamic height is computed by dividing the NAVD 88
 HX2675.geopotential number by the normal gravity value computed on the
 HX2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2675.degrees latitude (g = 980.6199 gals.).
 HX2675
 HX2675.The modeled gravity was interpolated from observed gravity values.
 HX2675
 HX2675;                    North         East    Units  Estimated Accuracy
 HX2675;SPC WV S     -   214,010.      543,900.      MT  (+/- 180 meters Scaled)
 HX2675
 HX2675                          SUPERSEDED SURVEY CONTROL
 HX2675
 HX2675  NGVD 29 (??/??/92)  188.787  (m)          619.38   (f) ADJ UNCH    2 0
 HX2675
 HX2675.Superseded values are not recommended for survey control.
 HX2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2675.See file dsdata.txt to determine how the superseded data were derived.
 HX2675
 HX2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD439088(NAD 83)
 HX2675_MARKER: DB = BENCH MARK DISK
 HX2675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2675_SP_SET: CULVERT
 HX2675_STAMPING: C 103 1956
 HX2675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2675
 HX2675  HISTORY     - Date     Condition        Report By
 HX2675  HISTORY     - 1956     MONUMENTED       CGS
 HX2675  HISTORY     - 1976     GOOD             NGS
 HX2675
 HX2675                          STATION DESCRIPTION
 HX2675
 HX2675'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2675'1.6 MI N FROM NEW ERA.
 HX2675'ABOUT 1.55 MILES NORTH ALONG U.S. HIGHWAY 21 FROM GILMORE HIGH
 HX2675'SCHOOL AT NEW ERA, IN THE TOP OF THE SOUTH END OF WEST CONCRETE
 HX2675'HEAD WALL OF A 3-FOOT BOX CULVERT, 29 1/2 FEET WEST OF CENTER
 HX2675'LINE OF HIGHWAY, 91 FEET NORTHEAST OF NORTHEAST CORNER OF A
 HX2675'BRICK HOUSE, 27 FEET NORTH OF CENTER LINE OF DRIVE TO BRICK
 HX2675'HOUSE, 1/2 FOOT NORTH OF SOUTH END OF HEAD WALL AND ABOUT 6
 HX2675'FEET BELOW LEVEL OF HIGHWAY.
 HX2675
 HX2675                          STATION RECOVERY (1976)
 HX2675
 HX2675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2338 ***********************************************************************
 HX2338  DESIGNATION -  C 104
 HX2338  PID         -  HX2338
 HX2338  STATE/COUNTY-  WV/MASON
 HX2338  USGS QUAD   -  NEW HAVEN (1994)
 HX2338
 HX2338                         *CURRENT SURVEY CONTROL
 HX2338  ___________________________________________________________________
 HX2338* NAD 83(1986)-  38 55 33.     (N)    081 55 43.     (W)     SCALED    
 HX2338* NAVD 88     -       213.668  (meters)     701.01   (feet)  ADJUSTED  
 HX2338  ___________________________________________________________________
 HX2338  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HX2338  DYNAMIC HT  -         213.534 (meters)     700.57  (feet)  COMP
 HX2338  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 HX2338
 HX2338  VERT ORDER  -  FIRST     CLASS II
 HX2338
 HX2338.The horizontal coordinates were scaled from a topographic map and have
 HX2338.an estimated accuracy of +/- 6 seconds.
 HX2338
 HX2338.The orthometric height was determined by differential leveling
 HX2338.and adjusted by the National Geodetic Survey in June 1991..
 HX2338
 HX2338.The geoid height was determined by GEOID03.
 HX2338
 HX2338.The dynamic height is computed by dividing the NAVD 88
 HX2338.geopotential number by the normal gravity value computed on the
 HX2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2338.degrees latitude (g = 980.6199 gals.).
 HX2338
 HX2338.The modeled gravity was interpolated from observed gravity values.
 HX2338
 HX2338;                    North         East    Units  Estimated Accuracy
 HX2338;SPC WV S     -   214,160.      519,470.      MT  (+/- 180 meters Scaled)
 HX2338
 HX2338                          SUPERSEDED SURVEY CONTROL
 HX2338
 HX2338  NGVD 29 (??/??/92)  213.869  (m)          701.67   (f) ADJ UNCH    1 2
 HX2338
 HX2338.Superseded values are not recommended for survey control.
 HX2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2338.See file dsdata.txt to determine how the superseded data were derived.
 HX2338
 HX2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD195089(NAD 83)
 HX2338_MARKER: DB = BENCH MARK DISK
 HX2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2338_STAMPING: C 104 1956
 HX2338_MARK LOGO: CGS   
 HX2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2338+STABILITY: SURFACE MOTION
 HX2338
 HX2338  HISTORY     - Date     Condition        Report By
 HX2338  HISTORY     - 1956     MONUMENTED       CGS
 HX2338  HISTORY     - 1976     GOOD             NGS
 HX2338  HISTORY     - 1984     GOOD             NGS
 HX2338  HISTORY     - 1984     GOOD             NGS
 HX2338
 HX2338                          STATION DESCRIPTION
 HX2338
 HX2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2338'3.7 MI NW FROM LETART.
 HX2338'ABOUT 2.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2338'THE STATION AT LETART, THENCE ABOUT 1.1 MILE WEST ALONG A GRAVEL
 HX2338'ROAD, ABOUT 0.9 MILE WEST OF INTERSECTION OF U.S. HIGHWAY 33 AT
 HX2338'PLACE LOCALLY KNOWN AS LONGDALE, 23 FEET SOUTH OF CENTER LINE OF
 HX2338'ROAD, 106 FEET NORTH-NORTHWEST AND ACROSS A DRIVE FROM NORTHWEST
 HX2338'CORNER OF OTTIE BAUMGARNER RESIDENCE, 71 1/2 FEET SOUTHWEST AND
 HX2338'ACROSS ROAD FROM SOUTHWEST CORNER OF A BARN, 13 FEET WEST OF CENTER
 HX2338'LINE OF DRIVE, 8 1/2 FEET SOUTH OF A LONE 7-INCH APPLE TREE, 1 FOOT
 HX2338'EAST OF A BOARD FENCE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF
 HX2338'A CONCRETE POST ABOUT FLUSH WITH GROUND.
 HX2338
 HX2338                          STATION RECOVERY (1976)
 HX2338
 HX2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2338'RECOVERED IN GOOD CONDITION.
 HX2338
 HX2338                          STATION RECOVERY (1984)
 HX2338
 HX2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2338'RECOVERED IN GOOD CONDITION, ADD--0.18 METER (0.6 FT) EAST OF A
 HX2338'WITNESS POST.
 HX2338
 HX2338                          STATION RECOVERY (1984)
 HX2338
 HX2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2553 ***********************************************************************
 HX2553  DESIGNATION -  C 105
 HX2553  PID         -  HX2553
 HX2553  STATE/COUNTY-  WV/KANAWHA
 HX2553  USGS QUAD   -  SISSONVILLE (1958)
 HX2553
 HX2553                         *CURRENT SURVEY CONTROL
 HX2553  ___________________________________________________________________
 HX2553* NAD 83(1986)-  38 37 00.     (N)    081 41 20.     (W)     SCALED    
 HX2553* NAVD 88     -       212.797  (meters)     698.15   (feet)  ADJUSTED  
 HX2553  ___________________________________________________________________
 HX2553  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HX2553  DYNAMIC HT  -         212.652 (meters)     697.68  (feet)  COMP
 HX2553  MODELED GRAV-     979,944.6   (mgal)                       NAVD 88
 HX2553
 HX2553  VERT ORDER  -  SECOND    CLASS 0
 HX2553
 HX2553.The horizontal coordinates were scaled from a topographic map and have
 HX2553.an estimated accuracy of +/- 6 seconds.
 HX2553
 HX2553.The orthometric height was determined by differential leveling
 HX2553.and adjusted by the National Geodetic Survey in June 1991..
 HX2553
 HX2553.The geoid height was determined by GEOID03.
 HX2553
 HX2553.The dynamic height is computed by dividing the NAVD 88
 HX2553.geopotential number by the normal gravity value computed on the
 HX2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2553.degrees latitude (g = 980.6199 gals.).
 HX2553
 HX2553.The modeled gravity was interpolated from observed gravity values.
 HX2553
 HX2553;                    North         East    Units  Estimated Accuracy
 HX2553;SPC WV S     -   179,660.      540,010.      MT  (+/- 180 meters Scaled)
 HX2553
 HX2553                          SUPERSEDED SURVEY CONTROL
 HX2553
 HX2553  NGVD 29 (??/??/92)  212.982  (m)          698.76   (f) ADJ UNCH    2 0
 HX2553
 HX2553.Superseded values are not recommended for survey control.
 HX2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2553.See file dsdata.txt to determine how the superseded data were derived.
 HX2553
 HX2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC400744(NAD 83)
 HX2553_MARKER: DB = BENCH MARK DISK
 HX2553_SETTING: 66 = SET IN ROCK OUTCROP
 HX2553_SP_SET: ROCK CUT
 HX2553_STAMPING: C 105 1956
 HX2553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2553+STABILITY: POSITION/ELEVATION WELL
 HX2553
 HX2553  HISTORY     - Date     Condition        Report By
 HX2553  HISTORY     - 1956     MONUMENTED       CGS
 HX2553
 HX2553                          STATION DESCRIPTION
 HX2553
 HX2553'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2553'3.6 MI NE FROM LIBERTY.
 HX2553'ABOUT 2.05 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE
 HX2553'SCHOOL AT LIBERTY, THENCE ABOUT 1.5 MILES SOUTHEAST AND EAST
 HX2553'ALONG A ROUGH DIRT ROAD, NEAR THE KANAWAH-JACKSON COUNTY LINE,
 HX2553'ABOUT 0.85 MILE SOUTHWEST ACROSS COUNTRY FROM A COMMON POINT OF
 HX2553'KANAWAH, JACKSON AND PUTNAM COUNTIES, ABOUT 0.15 MILE SOUTH
 HX2553'ALONG A CREEK BED ROAD FROM ROCK SPRINGS METHODIST CHURCH, THENCE
 HX2553'ABOUT 0.2 MILE WEST ALONG A ROUGH DIRT ROAD, 9 1/2 FEET SOUTH
 HX2553'OF CENTER LINE OF ROAD, SET VERTICALLY IN THE NORTH FACE OF A
 HX2553'6 1/2-FOOT HIGH SOLID ROCK CUT, 6 YARDS WEST OF EAST END OF ROCK
 HX2553'CUT, 18 YARDS EAST OF WEST END OF ROCK CUT AND 4 FEET ABOVE THE
 HX2553'LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM KENNA, BY GOING
 HX2553'ABOUT 3.8 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION OF
 HX2553'ROAD EAST TO KENTUCK TO A POINT 0.45 MILE NORTH OF WATTS CHAPEL
 HX2553'METHODIST CHURCH, THENCE ABOUT 1.3 MILES SOUTHWEST ALONG A DIRT
 HX2553'ROAD TO A POINT 0.15 MILE SOUTH OF ROCK SPRINGS METHODIST CHURCH,
 HX2553'THENCE ABOUT 0.2 MILE WEST ALONG DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2500 ***********************************************************************
 HX2500  DESIGNATION -  C 106
 HX2500  PID         -  HX2500
 HX2500  STATE/COUNTY-  WV/JACKSON
 HX2500  USGS QUAD   -  KENTUCK (1975)
 HX2500
 HX2500                         *CURRENT SURVEY CONTROL
 HX2500  ___________________________________________________________________
 HX2500* NAD 83(1986)-  38 44 40.     (N)    081 36 16.     (W)     SCALED    
 HX2500* NAVD 88     -       278.204  (meters)     912.74   (feet)  ADJUSTED  
 HX2500  ___________________________________________________________________
 HX2500  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HX2500  DYNAMIC HT  -         278.020 (meters)     912.14  (feet)  COMP
 HX2500  MODELED GRAV-     979,960.5   (mgal)                       NAVD 88
 HX2500
 HX2500  VERT ORDER  -  SECOND    CLASS 0
 HX2500
 HX2500.The horizontal coordinates were scaled from a topographic map and have
 HX2500.an estimated accuracy of +/- 6 seconds.
 HX2500
 HX2500.The orthometric height was determined by differential leveling
 HX2500.and adjusted by the National Geodetic Survey in June 1991..
 HX2500
 HX2500.The geoid height was determined by GEOID03.
 HX2500
 HX2500.The dynamic height is computed by dividing the NAVD 88
 HX2500.geopotential number by the normal gravity value computed on the
 HX2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2500.degrees latitude (g = 980.6199 gals.).
 HX2500
 HX2500.The modeled gravity was interpolated from observed gravity values.
 HX2500
 HX2500;                    North         East    Units  Estimated Accuracy
 HX2500;SPC WV S     -   193,790.      547,450.      MT  (+/- 180 meters Scaled)
 HX2500
 HX2500                          SUPERSEDED SURVEY CONTROL
 HX2500
 HX2500  NGVD 29 (??/??/92)  278.379  (m)          913.32   (f) ADJ UNCH    2 0
 HX2500
 HX2500.Superseded values are not recommended for survey control.
 HX2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2500.See file dsdata.txt to determine how the superseded data were derived.
 HX2500
 HX2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC474885(NAD 83)
 HX2500_MARKER: DB = BENCH MARK DISK
 HX2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2500_STAMPING: C 106 1956
 HX2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2500+STABILITY: SURFACE MOTION
 HX2500
 HX2500  HISTORY     - Date     Condition        Report By
 HX2500  HISTORY     - 1956     MONUMENTED       CGS
 HX2500
 HX2500                          STATION DESCRIPTION
 HX2500
 HX2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2500'1.4 MI E FROM STATTS MILLS.
 HX2500'ABOUT 1.35 MILES EAST ALONG A GRAVEL ROAD LEADING TO HARMONY
 HX2500'FROM THE POST OFFICE AT STATTS MILLS, ABOUT 0.7 MILE WEST OF
 HX2500'JUNCTION OF A ROAD NORTHWEST TO A CINDER BLOCK CHURCH, 224 FEET
 HX2500'SOUTHWEST OF CENTER OF JUNCTION OF A ROAD SOUTHEAST TO A HILL
 HX2500'TOP BARN, 24 FEET NORTHWEST OF CENTER LINE OF ROAD AND NEAR
 HX2500'THE TOP OF A GRADE, 10 YARDS NORTHEAST OF SOUTHWEST END OF A
 HX2500'2-FOOT HIGH CUT, 1 FOOT SOUTHEAST OF A FENCE LINE, 12 FEET
 HX2500'NORTHEAST OF AN 8-INCH WHITE OAK TREE IN A FENCE LINE, 2 FEET
 HX2500'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 HX2500'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX2500'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2368 ***********************************************************************
 HX2368  DESIGNATION -  C 107
 HX2368  PID         -  HX2368
 HX2368  STATE/COUNTY-  WV/JACKSON
 HX2368  USGS QUAD   -  RIPLEY (1975)
 HX2368
 HX2368                         *CURRENT SURVEY CONTROL
 HX2368  ___________________________________________________________________
 HX2368* NAD 83(1986)-  38 45 02.     (N)    081 44 29.     (W)     SCALED    
 HX2368* NAVD 88     -       193.214  (meters)     633.90   (feet)  ADJUSTED  
 HX2368  ___________________________________________________________________
 HX2368  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HX2368  DYNAMIC HT  -         193.086 (meters)     633.48  (feet)  COMP
 HX2368  MODELED GRAV-     979,963.1   (mgal)                       NAVD 88
 HX2368
 HX2368  VERT ORDER  -  SECOND    CLASS 0
 HX2368
 HX2368.The horizontal coordinates were scaled from a topographic map and have
 HX2368.an estimated accuracy of +/- 6 seconds.
 HX2368
 HX2368.The orthometric height was determined by differential leveling
 HX2368.and adjusted by the National Geodetic Survey in June 1991..
 HX2368
 HX2368.The geoid height was determined by GEOID03.
 HX2368
 HX2368.The dynamic height is computed by dividing the NAVD 88
 HX2368.geopotential number by the normal gravity value computed on the
 HX2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2368.degrees latitude (g = 980.6199 gals.).
 HX2368
 HX2368.The modeled gravity was interpolated from observed gravity values.
 HX2368
 HX2368;                    North         East    Units  Estimated Accuracy
 HX2368;SPC WV S     -   194,560.      535,550.      MT  (+/- 180 meters Scaled)
 HX2368
 HX2368                          SUPERSEDED SURVEY CONTROL
 HX2368
 HX2368  NGVD 29 (??/??/92)  193.396  (m)          634.50   (f) ADJ UNCH    2 0
 HX2368
 HX2368.Superseded values are not recommended for survey control.
 HX2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2368.See file dsdata.txt to determine how the superseded data were derived.
 HX2368
 HX2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC355893(NAD 83)
 HX2368_MARKER: DB = BENCH MARK DISK
 HX2368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2368_SP_SET: ABUTMENT
 HX2368_STAMPING: C 107 1956
 HX2368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2368
 HX2368  HISTORY     - Date     Condition        Report By
 HX2368  HISTORY     - 1956     MONUMENTED       CGS
 HX2368
 HX2368                          STATION DESCRIPTION
 HX2368
 HX2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2368'1.4 MI N FROM GIVEN.
 HX2368'ABOUT 1.45 MILES NORTH ALONG A GRAVEL ROAD FROM PARCHMENT CHAPEL
 HX2368'AT GIVEN, ABOUT 0.15 MILE SOUTH OF A BRIDGE OVER KISSEL RUN, IN
 HX2368'THE TOP OF THE WEST END OF SOUTH CONCRETE ABUTMENT OF A 48-FOOT
 HX2368'CONCRETE AND STEEL BRIDGE OVER PARCHMENT CREEK, 11 1/2 FEET WEST
 HX2368'OF CENTER LINE OF ROAD, 1 1/2 FEET WEST OF STEEL BANISTER AND
 HX2368'ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2314 ***********************************************************************
 HX2314  DESIGNATION -  C 108
 HX2314  PID         -  HX2314
 HX2314  STATE/COUNTY-  WV/JACKSON
 HX2314  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2314
 HX2314                         *CURRENT SURVEY CONTROL
 HX2314  ___________________________________________________________________
 HX2314* NAD 83(1986)-  38 48 28.     (N)    081 48 05.     (W)     SCALED    
 HX2314* NAVD 88     -       197.813  (meters)     648.99   (feet)  ADJUSTED  
 HX2314  ___________________________________________________________________
 HX2314  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HX2314  DYNAMIC HT  -         197.682 (meters)     648.56  (feet)  COMP
 HX2314  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 HX2314
 HX2314  VERT ORDER  -  SECOND    CLASS 0
 HX2314
 HX2314.The horizontal coordinates were scaled from a topographic map and have
 HX2314.an estimated accuracy of +/- 6 seconds.
 HX2314
 HX2314.The orthometric height was determined by differential leveling
 HX2314.and adjusted by the National Geodetic Survey in June 1991..
 HX2314
 HX2314.The geoid height was determined by GEOID03.
 HX2314
 HX2314.The dynamic height is computed by dividing the NAVD 88
 HX2314.geopotential number by the normal gravity value computed on the
 HX2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2314.degrees latitude (g = 980.6199 gals.).
 HX2314
 HX2314.The modeled gravity was interpolated from observed gravity values.
 HX2314
 HX2314;                    North         East    Units  Estimated Accuracy
 HX2314;SPC WV S     -   200,950.      530,390.      MT  (+/- 180 meters Scaled)
 HX2314
 HX2314                          SUPERSEDED SURVEY CONTROL
 HX2314
 HX2314  NGVD 29 (??/??/92)  197.993  (m)          649.58   (f) ADJ UNCH    2 0
 HX2314
 HX2314.Superseded values are not recommended for survey control.
 HX2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2314.See file dsdata.txt to determine how the superseded data were derived.
 HX2314
 HX2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC304957(NAD 83)
 HX2314_MARKER: DB = BENCH MARK DISK
 HX2314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2314_SP_SET: CULVERT
 HX2314_STAMPING: C 108 1956
 HX2314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2314
 HX2314  HISTORY     - Date     Condition        Report By
 HX2314  HISTORY     - 1956     MONUMENTED       CGS
 HX2314
 HX2314                          STATION DESCRIPTION
 HX2314
 HX2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2314'1.6 MI SW FROM EVANS.
 HX2314'ABOUT 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE JUNCTION
 HX2314'OF U.S. HIGHWAY 33 AT EVANS, ABOUT 0.9 MILE SOUTHWEST OF JUNCTION
 HX2314'OF ROAD SOUTH TO GIVEN, IN THE TOP OF THE NORTHEAST END OF THE
 HX2314'SOUTHEAST HEAD WALL OF A 5-FOOT CONCRETE CULVERT, 24 FEET
 HX2314'SOUTHEAST OF CENTER LINE OF HIGHWAY, 40 YARDS NORTHEAST OF CENTER
 HX2314'OF A PATH TO A HOUSE WITH GREEN ASBESTOS SIDING WHICH IS SOUTHEAST
 HX2314'OF HIGHWAY AND ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0791 ***********************************************************************
 HY0791  DESIGNATION -  C 109
 HY0791  PID         -  HY0791
 HY0791  STATE/COUNTY-  WV/WAYNE
 HY0791  USGS QUAD   -  CATLETTSBURG (1985)
 HY0791
 HY0791                         *CURRENT SURVEY CONTROL
 HY0791  ___________________________________________________________________
 HY0791* NAD 83(1986)-  38 23 33.     (N)    082 33 24.     (W)     SCALED    
 HY0791* NAVD 88     -       169.110  (meters)     554.82   (feet)  ADJUSTED  
 HY0791  ___________________________________________________________________
 HY0791  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HY0791  DYNAMIC HT  -         168.995 (meters)     554.44  (feet)  COMP
 HY0791  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 HY0791
 HY0791  VERT ORDER  -  FIRST     CLASS II
 HY0791
 HY0791.The horizontal coordinates were scaled from a topographic map and have
 HY0791.an estimated accuracy of +/- 6 seconds.
 HY0791
 HY0791.The orthometric height was determined by differential leveling
 HY0791.and adjusted by the National Geodetic Survey in June 1991..
 HY0791
 HY0791.The geoid height was determined by GEOID03.
 HY0791
 HY0791.The dynamic height is computed by dividing the NAVD 88
 HY0791.geopotential number by the normal gravity value computed on the
 HY0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0791.degrees latitude (g = 980.6199 gals.).
 HY0791
 HY0791.The modeled gravity was interpolated from observed gravity values.
 HY0791
 HY0791;                    North         East    Units  Estimated Accuracy
 HY0791;SPC WV S     -   155,690.      464,020.      MT  (+/- 180 meters Scaled)
 HY0791
 HY0791                          SUPERSEDED SURVEY CONTROL
 HY0791
 HY0791  NGVD 29 (??/??/92)  169.285  (m)          555.40   (f) ADJ UNCH    1 2
 HY0791
 HY0791.Superseded values are not recommended for survey control.
 HY0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0791.See file dsdata.txt to determine how the superseded data were derived.
 HY0791
 HY0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC640505(NAD 83)
 HY0791_MARKER: DB = BENCH MARK DISK
 HY0791_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HY0791_STAMPING: C 109 1956
 HY0791_MARK LOGO: CGS   
 HY0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0791
 HY0791  HISTORY     - Date     Condition        Report By
 HY0791  HISTORY     - 1956     MONUMENTED       CGS
 HY0791  HISTORY     - 1984     GOOD             NGS
 HY0791
 HY0791                          STATION DESCRIPTION
 HY0791
 HY0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0791'1.3 MI E FROM KENOVA.
 HY0791'ABOUT 1.3 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY0791'THE STATION AT KENOVA, AT CEREDO, ABOUT 0.2 MILE EAST OF CROSSING
 HY0791'OF THE TRACK AND MAIN STREET AT CEREDO, IN THE TOP OF NORTH END
 HY0791'OF WEST CONCRETE ABUTMENT OF RAILWAY BRIDGE OVER TWELVE POLE CREEK,
 HY0791'12.3 FEET NORTH OF NORTH RAIL OF NORTH TRACK AND 1 1/2 FEET BELOW
 HY0791'LEVEL OF TRACK.
 HY0791
 HY0791                          STATION RECOVERY (1984)
 HY0791
 HY0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1511 ***********************************************************************
 HX1511  DESIGNATION -  C 11
 HX1511  PID         -  HX1511
 HX1511  STATE/COUNTY-  WV/BRAXTON
 HX1511  USGS QUAD   -  SUTTON (1976)
 HX1511
 HX1511                         *CURRENT SURVEY CONTROL
 HX1511  ___________________________________________________________________
 HX1511* NAD 83(1986)-  38 40 18.     (N)    080 43 24.     (W)     SCALED    
 HX1511* NAVD 88     -       257.794  (meters)     845.78   (feet)  ADJUSTED  
 HX1511  ___________________________________________________________________
 HX1511  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HX1511  DYNAMIC HT  -         257.620 (meters)     845.21  (feet)  COMP
 HX1511  MODELED GRAV-     979,948.6   (mgal)                       NAVD 88
 HX1511
 HX1511  VERT ORDER  -  SECOND    CLASS 0
 HX1511
 HX1511.The horizontal coordinates were scaled from a topographic map and have
 HX1511.an estimated accuracy of +/- 6 seconds.
 HX1511
 HX1511.The orthometric height was determined by differential leveling
 HX1511.and adjusted by the National Geodetic Survey in June 1991..
 HX1511
 HX1511.The geoid height was determined by GEOID03.
 HX1511
 HX1511.The dynamic height is computed by dividing the NAVD 88
 HX1511.geopotential number by the normal gravity value computed on the
 HX1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1511.degrees latitude (g = 980.6199 gals.).
 HX1511
 HX1511.The modeled gravity was interpolated from observed gravity values.
 HX1511
 HX1511;                    North         East    Units  Estimated Accuracy
 HX1511;SPC WV S     -   185,580.      624,080.      MT  (+/- 180 meters Scaled)
 HX1511
 HX1511                          SUPERSEDED SURVEY CONTROL
 HX1511
 HX1511  NGVD 29 (??/??/92)  257.979  (m)          846.39   (f) ADJ UNCH    2 0
 HX1511
 HX1511.Superseded values are not recommended for survey control.
 HX1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1511.See file dsdata.txt to determine how the superseded data were derived.
 HX1511
 HX1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC240803(NAD 83)
 HX1511_MARKER: DB = BENCH MARK DISK
 HX1511_SETTING: 66 = SET IN ROCK OUTCROP
 HX1511_SP_SET: ROCK BLUFF
 HX1511_STAMPING: C 11 1933
 HX1511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1511+STABILITY: POSITION/ELEVATION WELL
 HX1511
 HX1511  HISTORY     - Date     Condition        Report By
 HX1511  HISTORY     - 1933     MONUMENTED       CGS
 HX1511
 HX1511                          STATION DESCRIPTION
 HX1511
 HX1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1511'0.5 MI W FROM SUTTON.
 HX1511'0.5 MILE WEST ALONG STATE HIGHWAY 13 FROM THE ROAD FORK AT SUTTON,
 HX1511'BRAXTON COUNTY, IN THE FACE OF A LARGE ROCK BLUFF, 14 YARDS NORTH
 HX1511'OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET HIGHER THAN THE
 HX1511'HIGHWAY.  A STANDARD DISK, STAMPED C 11 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2342 ***********************************************************************
 HX2342  DESIGNATION -  C 110
 HX2342  PID         -  HX2342
 HX2342  STATE/COUNTY-  WV/MASON
 HX2342  USGS QUAD   -  MOUNT ALTO (1994)
 HX2342
 HX2342                         *CURRENT SURVEY CONTROL
 HX2342  ___________________________________________________________________
 HX2342* NAD 83(1986)-  38 51 12.     (N)    081 53 59.     (W)     SCALED    
 HX2342* NAVD 88     -       189.944  (meters)     623.17   (feet)  ADJUSTED  
 HX2342  ___________________________________________________________________
 HX2342  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HX2342  DYNAMIC HT  -         189.821 (meters)     622.77  (feet)  COMP
 HX2342  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 HX2342
 HX2342  VERT ORDER  -  SECOND    CLASS 0
 HX2342
 HX2342.The horizontal coordinates were scaled from a topographic map and have
 HX2342.an estimated accuracy of +/- 6 seconds.
 HX2342
 HX2342.The orthometric height was determined by differential leveling
 HX2342.and adjusted by the National Geodetic Survey in June 1991..
 HX2342
 HX2342.The geoid height was determined by GEOID03.
 HX2342
 HX2342.The dynamic height is computed by dividing the NAVD 88
 HX2342.geopotential number by the normal gravity value computed on the
 HX2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2342.degrees latitude (g = 980.6199 gals.).
 HX2342
 HX2342.The modeled gravity was interpolated from observed gravity values.
 HX2342
 HX2342;                    North         East    Units  Estimated Accuracy
 HX2342;SPC WV S     -   206,090.      521,900.      MT  (+/- 180 meters Scaled)
 HX2342
 HX2342                          SUPERSEDED SURVEY CONTROL
 HX2342
 HX2342  NGVD 29 (??/??/92)  190.122  (m)          623.76   (f) ADJ UNCH    2 0
 HX2342
 HX2342.Superseded values are not recommended for survey control.
 HX2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2342.See file dsdata.txt to determine how the superseded data were derived.
 HX2342
 HX2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD219008(NAD 83)
 HX2342_MARKER: DB = BENCH MARK DISK
 HX2342_SETTING: 66 = SET IN ROCK OUTCROP
 HX2342_SP_SET: ROCK CUT
 HX2342_STAMPING: C 110 1956
 HX2342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2342+STABILITY: POSITION/ELEVATION WELL
 HX2342
 HX2342  HISTORY     - Date     Condition        Report By
 HX2342  HISTORY     - 1956     MONUMENTED       CGS
 HX2342
 HX2342                          STATION DESCRIPTION
 HX2342
 HX2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2342'1.3 MI SW FROM MT ALTO.
 HX2342'ABOUT 1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 HX2342'OF U.S. HIGHWAY 33 AT MT. ALTO, ABOUT 0.25 MILE SOUTHWEST OF THE
 HX2342'JACKSON-MASON COUNTY LINE, SET VERTICALLY IN SOUTHEAST FACE OF
 HX2342'ROCK AT THE BOTTOM OF A DEEP BENCH CUT, 25 FEET NORTHWEST OF
 HX2342'CENTER LINE OF HIGHWAY, 128 FEET NORTHEAST OF NORTHEAST END OF A
 HX2342'GUARD RAIL ON NORTHWEST SIDE OF HIGHWAY, 5 1/2 FEET SOUTHWEST
 HX2342'OF NORTHEAST END OF ROCK LEDGE, 1 FOOT BELOW TOP OF ROCK LEDGE
 HX2342'AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0309 ***********************************************************************
 HY0309  DESIGNATION -  C 111
 HY0309  PID         -  HY0309
 HY0309  STATE/COUNTY-  WV/MASON
 HY0309  USGS QUAD   -  BEECH HILL (1975)
 HY0309
 HY0309                         *CURRENT SURVEY CONTROL
 HY0309  ___________________________________________________________________
 HY0309* NAD 83(1986)-  38 50 30.     (N)    082 00 03.     (W)     SCALED    
 HY0309* NAVD 88     -       220.409  (meters)     723.13   (feet)  ADJUSTED  
 HY0309  ___________________________________________________________________
 HY0309  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HY0309  DYNAMIC HT  -         220.268 (meters)     722.66  (feet)  COMP
 HY0309  MODELED GRAV-     979,985.2   (mgal)                       NAVD 88
 HY0309
 HY0309  VERT ORDER  -  SECOND    CLASS 0
 HY0309
 HY0309.The horizontal coordinates were scaled from a topographic map and have
 HY0309.an estimated accuracy of +/- 6 seconds.
 HY0309
 HY0309.The orthometric height was determined by differential leveling
 HY0309.and adjusted by the National Geodetic Survey in June 1991..
 HY0309
 HY0309.The geoid height was determined by GEOID03.
 HY0309
 HY0309.The dynamic height is computed by dividing the NAVD 88
 HY0309.geopotential number by the normal gravity value computed on the
 HY0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0309.degrees latitude (g = 980.6199 gals.).
 HY0309
 HY0309.The modeled gravity was interpolated from observed gravity values.
 HY0309
 HY0309;                    North         East    Units  Estimated Accuracy
 HY0309;SPC WV S     -   204,880.      513,110.      MT  (+/- 180 meters Scaled)
 HY0309
 HY0309                          SUPERSEDED SURVEY CONTROL
 HY0309
 HY0309  NGVD 29 (??/??/92)  220.600  (m)          723.75   (f) ADJ UNCH    2 0
 HY0309
 HY0309.Superseded values are not recommended for survey control.
 HY0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0309.See file dsdata.txt to determine how the superseded data were derived.
 HY0309
 HY0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC131996(NAD 83)
 HY0309_MARKER: DB = BENCH MARK DISK
 HY0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0309_STAMPING: C 111 1956
 HY0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0309+STABILITY: SURFACE MOTION
 HY0309
 HY0309  HISTORY     - Date     Condition        Report By
 HY0309  HISTORY     - 1956     MONUMENTED       CGS
 HY0309
 HY0309                          STATION DESCRIPTION
 HY0309
 HY0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0309'1 MI E FROM FLATROCK.
 HY0309'1.0 MILE EAST ALONG STATE HIGHWAY 2 FROM THE CROSSROADS AT
 HY0309'FLATROCK, AT THE JUNCTION OF A GRAVEL ROAD SOUTH, 38 FEET
 HY0309'NORTHEAST OF CENTER LINE OF HIGHWAY, 169 FEET EAST OF CENTER OF
 HY0309'JUNCTION, 120 FEET NORTHEAST AND ACROSS HIGHWAY FROM EAST
 HY0309'CORNER OF A CINDER BLOCK HOUSE, 10 FEET NORTHWEST OF CENTER OF A
 HY0309'GAP IN FENCE LINE, 1 FOOT SOUTHWEST OF A FENCE LINE, NEAR THE
 HY0309'NORTHWEST END OF A CUT, 2 FEET WEST OF A WHITE WOODEN WITNESS
 HY0309'POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF
 HY0309'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0272 ***********************************************************************
 HY0272  DESIGNATION -  C 112
 HY0272  PID         -  HY0272
 HY0272  STATE/COUNTY-  WV/MASON
 HY0272  USGS QUAD   -  APPLE GROVE (1987)
 HY0272
 HY0272                         *CURRENT SURVEY CONTROL
 HY0272  ___________________________________________________________________
 HY0272* NAD 83(1986)-  38 44 45.     (N)    082 09 42.     (W)     SCALED    
 HY0272* NAVD 88     -       171.628  (meters)     563.08   (feet)  ADJUSTED  
 HY0272  ___________________________________________________________________
 HY0272  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HY0272  DYNAMIC HT  -         171.518 (meters)     562.72  (feet)  COMP
 HY0272  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 HY0272
 HY0272  VERT ORDER  -  FIRST     CLASS II
 HY0272
 HY0272.The horizontal coordinates were scaled from a topographic map and have
 HY0272.an estimated accuracy of +/- 6 seconds.
 HY0272
 HY0272.The orthometric height was determined by differential leveling
 HY0272.and adjusted by the National Geodetic Survey in June 1991..
 HY0272
 HY0272.The geoid height was determined by GEOID03.
 HY0272
 HY0272.The dynamic height is computed by dividing the NAVD 88
 HY0272.geopotential number by the normal gravity value computed on the
 HY0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0272.degrees latitude (g = 980.6199 gals.).
 HY0272
 HY0272.The modeled gravity was interpolated from observed gravity values.
 HY0272
 HY0272;                    North         East    Units  Estimated Accuracy
 HY0272;SPC WV S     -   194,410.      499,020.      MT  (+/- 180 meters Scaled)
 HY0272
 HY0272                          SUPERSEDED SURVEY CONTROL
 HY0272
 HY0272  NGVD 29 (??/??/92)  171.828  (m)          563.74   (f) ADJ UNCH    1 2
 HY0272
 HY0272.Superseded values are not recommended for survey control.
 HY0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0272.See file dsdata.txt to determine how the superseded data were derived.
 HY0272
 HY0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC990892(NAD 83)
 HY0272_MARKER: DB = BENCH MARK DISK
 HY0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0272_STAMPING: C 112 1956
 HY0272_MARK LOGO: CGS   
 HY0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0272+STABILITY: SURFACE MOTION
 HY0272
 HY0272  HISTORY     - Date     Condition        Report By
 HY0272  HISTORY     - 1956     MONUMENTED       CGS
 HY0272  HISTORY     - 1984     GOOD             NGS
 HY0272
 HY0272                          STATION DESCRIPTION
 HY0272
 HY0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0272'3 MI SE FROM BEALE.
 HY0272'1.6 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE SCHOOL AT BEALE,
 HY0272'THENCE ABOUT 1.35 MILES EAST ALONG A GRAVEL ROAD LEADING TO ARLEE,
 HY0272'ABOUT 0.4 MILE WEST OF JUNCTION OF A ROAD NORTH, 33 FEET
 HY0272'NORTH-NORTHEAST OF CENTER LINE OF ROAD, 132 FEET SOUTHWEST AND
 HY0272'ACROSS A DRIVE FROM THE SOUTHWEST CORNER OF A 1 1/2-STORY FRAME
 HY0272'HOUSE WHICH IS LOCATED ON TOP OF A KNOLL, 21 FEET WEST-NORTHWEST
 HY0272'OF CENTER LINE OF DRIVE TO HOUSE, 6 1/2 FEET NORTH-NORTHEAST OF
 HY0272'A FENCE CORNER, 2 1/2 FEET SOUTHEAST OF A FENCE LINE, 2 1/2 FEET
 HY0272'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 HY0272'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY0272'3 INCHES.
 HY0272
 HY0272                          STATION RECOVERY (1984)
 HY0272
 HY0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2414 ***********************************************************************
 HX2414  DESIGNATION -  C 113
 HX2414  PID         -  HX2414
 HX2414  STATE/COUNTY-  WV/PUTNAM
 HX2414  USGS QUAD   -  ELMWOOD (1975)
 HX2414
 HX2414                         *CURRENT SURVEY CONTROL
 HX2414  ___________________________________________________________________
 HX2414* NAD 83(1986)-  38 40 09.     (N)    081 49 27.     (W)     SCALED    
 HX2414* NAVD 88     -       221.909  (meters)     728.05   (feet)  ADJUSTED  
 HX2414  ___________________________________________________________________
 HX2414  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HX2414  DYNAMIC HT  -         221.761 (meters)     727.56  (feet)  COMP
 HX2414  MODELED GRAV-     979,958.0   (mgal)                       NAVD 88
 HX2414
 HX2414  VERT ORDER  -  SECOND    CLASS 0
 HX2414
 HX2414.The horizontal coordinates were scaled from a topographic map and have
 HX2414.an estimated accuracy of +/- 6 seconds.
 HX2414
 HX2414.The orthometric height was determined by differential leveling
 HX2414.and adjusted by the National Geodetic Survey in June 1991..
 HX2414
 HX2414.The geoid height was determined by GEOID03.
 HX2414
 HX2414.The dynamic height is computed by dividing the NAVD 88
 HX2414.geopotential number by the normal gravity value computed on the
 HX2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2414.degrees latitude (g = 980.6199 gals.).
 HX2414
 HX2414.The modeled gravity was interpolated from observed gravity values.
 HX2414
 HX2414;                    North         East    Units  Estimated Accuracy
 HX2414;SPC WV S     -   185,580.      528,280.      MT  (+/- 180 meters Scaled)
 HX2414
 HX2414                          SUPERSEDED SURVEY CONTROL
 HX2414
 HX2414  NGVD 29 (??/??/92)  222.100  (m)          728.67   (f) ADJ UNCH    2 0
 HX2414
 HX2414.Superseded values are not recommended for survey control.
 HX2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2414.See file dsdata.txt to determine how the superseded data were derived.
 HX2414
 HX2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC283803(NAD 83)
 HX2414_MARKER: DB = BENCH MARK DISK
 HX2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2414_STAMPING: C 113 1956
 HX2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2414+STABILITY: SURFACE MOTION
 HX2414
 HX2414  HISTORY     - Date     Condition        Report By
 HX2414  HISTORY     - 1956     MONUMENTED       CGS
 HX2414
 HX2414                          STATION DESCRIPTION
 HX2414
 HX2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2414'8.4 MI N FROM PARADISE.
 HX2414'ABOUT 7.35 MILES NORTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HX2414'STATE HIGHWAY 34 AND STORES AT PARADISE, THENCE ABOUT 1.1 MILES
 HX2414'NORTH ALONG A DIRT ROAD, LOCATED BETWEEN DIRT ROAD AND A SMALL
 HX2414'STREAM AND AT A POINT WHERE THE STREAM TURNS SOUTH-SOUTHEAST
 HX2414'AWAY FROM ROAD, 13 FEET EAST OF CENTER LINE OF ROAD, 134 FEET
 HX2414'NORTH-NORTHEAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 26-INCH
 HX2414'OAK TREE WHICH IS IN A FENCE LINE, 63 FEET SOUTH OF EAST END OF AN
 HX2414'18-INCH METAL PIPE CULVERT UNDER ROAD, 38 FEET WEST OF CENTER LINE
 HX2414'OF SMALL STREAM, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 HX2414'ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 HX2414'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK IS REACHED FROM
 HX2414'TRIBBLE, MASON CUONTY, BY GOING ABOUT 0.7 MILE SOUTHEAST ALONG
 HX2414'A ROAD FROM ROAD JUNCTION AND J.W. WARNER GROCERY STORE, THENCE
 HX2414'ABOUT 0.95 MILE SOUTH ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0284 ***********************************************************************
 HY0284  DESIGNATION -  C 114
 HY0284  PID         -  HY0284
 HY0284  STATE/COUNTY-  WV/MASON
 HY0284  USGS QUAD   -  BEECH HILL (1975)
 HY0284
 HY0284                         *CURRENT SURVEY CONTROL
 HY0284  ___________________________________________________________________
 HY0284* NAD 83(1986)-  38 48 02.     (N)    082 03 04.     (W)     SCALED    
 HY0284* NAVD 88     -       172.002  (meters)     564.31   (feet)  ADJUSTED  
 HY0284  ___________________________________________________________________
 HY0284  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HY0284  DYNAMIC HT  -         171.892 (meters)     563.95  (feet)  COMP
 HY0284  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 HY0284
 HY0284  VERT ORDER  -  SECOND    CLASS 0
 HY0284
 HY0284.The horizontal coordinates were scaled from a topographic map and have
 HY0284.an estimated accuracy of +/- 6 seconds.
 HY0284
 HY0284.The orthometric height was determined by differential leveling
 HY0284.and adjusted by the National Geodetic Survey in June 1991..
 HY0284
 HY0284.The geoid height was determined by GEOID03.
 HY0284
 HY0284.The dynamic height is computed by dividing the NAVD 88
 HY0284.geopotential number by the normal gravity value computed on the
 HY0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0284.degrees latitude (g = 980.6199 gals.).
 HY0284
 HY0284.The modeled gravity was interpolated from observed gravity values.
 HY0284
 HY0284;                    North         East    Units  Estimated Accuracy
 HY0284;SPC WV S     -   200,370.      508,690.      MT  (+/- 180 meters Scaled)
 HY0284
 HY0284                          SUPERSEDED SURVEY CONTROL
 HY0284
 HY0284  NGVD 29 (??/??/92)  172.198  (m)          564.95   (f) ADJ UNCH    2 0
 HY0284
 HY0284.Superseded values are not recommended for survey control.
 HY0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0284.See file dsdata.txt to determine how the superseded data were derived.
 HY0284
 HY0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC087951(NAD 83)
 HY0284_MARKER: DB = BENCH MARK DISK
 HY0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0284_STAMPING: C 114 1956
 HY0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0284+STABILITY: SURFACE MOTION
 HY0284
 HY0284  HISTORY     - Date     Condition        Report By
 HY0284  HISTORY     - 1956     MONUMENTED       CGS
 HY0284
 HY0284                          STATION DESCRIPTION
 HY0284
 HY0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0284'0.9 MI NE FROM COUCH.
 HY0284'ABOUT 0.9 MILE NORTHEAST ALONG A ROAD WHICH DEAD ENDS AT KANAWAH
 HY0284'RIVER FROM THE INTERSECTION OF STATE HIGHWAY 17 AT COUCH, 32
 HY0284'YARDS SOUTHWEST OF THE TOP OF BANK OF KANAWAH RIVER, 8 FEET
 HY0284'SOUTHEAST OF CENTER LINE OF FARM DRIVE, 92 FEET SOUTHWEST OF A
 HY0284'FENCE CORNER, 18 FEET SOUTHWEST OF CENTER OF A GAP IN A FENCE
 HY0284'LINE BETWEEN TWO FIELDS, 1 FOOT NORTHWEST OF A FENCE LINE,
 HY0284'1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HY0284'LEVEL WITH FARM DRIVE AND SET IN THE TOP OF A CONCRETE POST
 HY0284'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0263 ***********************************************************************
 HY0263  DESIGNATION -  C 115
 HY0263  PID         -  HY0263
 HY0263  STATE/COUNTY-  WV/MASON
 HY0263  USGS QUAD   -  ARLEE (1975)
 HY0263
 HY0263                         *CURRENT SURVEY CONTROL
 HY0263  ___________________________________________________________________
 HY0263* NAD 83(1986)-  38 41 56.     (N)    082 04 08.     (W)     SCALED    
 HY0263* NAVD 88     -       231.545  (meters)     759.66   (feet)  ADJUSTED  
 HY0263  ___________________________________________________________________
 HY0263  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HY0263  DYNAMIC HT  -         231.395 (meters)     759.17  (feet)  COMP
 HY0263  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 HY0263
 HY0263  VERT ORDER  -  SECOND    CLASS 0
 HY0263
 HY0263.The horizontal coordinates were scaled from a topographic map and have
 HY0263.an estimated accuracy of +/- 6 seconds.
 HY0263
 HY0263.The orthometric height was determined by differential leveling
 HY0263.and adjusted by the National Geodetic Survey in June 1991..
 HY0263
 HY0263.The geoid height was determined by GEOID03.
 HY0263
 HY0263.The dynamic height is computed by dividing the NAVD 88
 HY0263.geopotential number by the normal gravity value computed on the
 HY0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0263.degrees latitude (g = 980.6199 gals.).
 HY0263
 HY0263.The modeled gravity was interpolated from observed gravity values.
 HY0263
 HY0263;                    North         East    Units  Estimated Accuracy
 HY0263;SPC WV S     -   189,100.      507,020.      MT  (+/- 180 meters Scaled)
 HY0263
 HY0263                          SUPERSEDED SURVEY CONTROL
 HY0263
 HY0263  NGVD 29 (??/??/92)  231.730  (m)          760.27   (f) ADJ UNCH    2 0
 HY0263
 HY0263.Superseded values are not recommended for survey control.
 HY0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0263.See file dsdata.txt to determine how the superseded data were derived.
 HY0263
 HY0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC070839(NAD 83)
 HY0263_MARKER: DB = BENCH MARK DISK
 HY0263_SETTING: 66 = SET IN ROCK OUTCROP
 HY0263_SP_SET: ROCK LEDGE
 HY0263_STAMPING: C 115 1956
 HY0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0263+STABILITY: POSITION/ELEVATION WELL
 HY0263
 HY0263  HISTORY     - Date     Condition        Report By
 HY0263  HISTORY     - 1956     MONUMENTED       CGS
 HY0263
 HY0263                          STATION DESCRIPTION
 HY0263
 HY0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0263'4 MI SE FROM ARLEE.
 HY0263'2.5 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 HY0263'AND J.H. CAUDILL STORE AT ARLEE, THENCE ABOUT 1.45 MILES SOUTHEAST
 HY0263'AND SOUTH ALONG A GRAVEL ROAD, SET VERTICALLY IN FACE OF A ROCK
 HY0263'LEDGE, 9 FEET NORTH-NORTHWEST OF CENTER LINE OF ROAD, 46 FEET
 HY0263'EAST-NORTHEAST OF NORTHEAST CORNER OF A 10-FOOT WOODEN BRIDGE
 HY0263'UNDER ROAD, 13 FEET WEST-SOUTHWEST OF EAST-NORTHEAST END OF ROCK
 HY0263'LEDGE AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0040 ***********************************************************************
 HY0040  DESIGNATION -  C 116
 HY0040  PID         -  HY0040
 HY0040  STATE/COUNTY-  WV/MASON
 HY0040  USGS QUAD   -  GLENWOOD (1990)
 HY0040
 HY0040                         *CURRENT SURVEY CONTROL
 HY0040  ___________________________________________________________________
 HY0040* NAD 83(1986)-  38 35 09.     (N)    082 12 38.     (W)     SCALED    
 HY0040* NAVD 88     -       170.306  (meters)     558.75   (feet)  ADJUSTED  
 HY0040  ___________________________________________________________________
 HY0040  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HY0040  DYNAMIC HT  -         170.194 (meters)     558.38  (feet)  COMP
 HY0040  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 HY0040
 HY0040  VERT ORDER  -  FIRST     CLASS II
 HY0040
 HY0040.The horizontal coordinates were scaled from a topographic map and have
 HY0040.an estimated accuracy of +/- 6 seconds.
 HY0040
 HY0040.The orthometric height was determined by differential leveling
 HY0040.and adjusted by the National Geodetic Survey in June 1991..
 HY0040
 HY0040.The geoid height was determined by GEOID03.
 HY0040
 HY0040.The dynamic height is computed by dividing the NAVD 88
 HY0040.geopotential number by the normal gravity value computed on the
 HY0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0040.degrees latitude (g = 980.6199 gals.).
 HY0040
 HY0040.The modeled gravity was interpolated from observed gravity values.
 HY0040
 HY0040;                    North         East    Units  Estimated Accuracy
 HY0040;SPC WV S     -   176,700.      494,530.      MT  (+/- 180 meters Scaled)
 HY0040
 HY0040                          SUPERSEDED SURVEY CONTROL
 HY0040
 HY0040  NGVD 29 (??/??/92)  170.494  (m)          559.36   (f) ADJ UNCH    1 2
 HY0040
 HY0040.Superseded values are not recommended for survey control.
 HY0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0040.See file dsdata.txt to determine how the superseded data were derived.
 HY0040
 HY0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC945715(NAD 83)
 HY0040_MARKER: DB = BENCH MARK DISK
 HY0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0040_SP_SET: ABUTMENT
 HY0040_STAMPING: C 116 1956
 HY0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0040
 HY0040  HISTORY     - Date     Condition        Report By
 HY0040  HISTORY     - 1956     MONUMENTED       CGS
 HY0040  HISTORY     - 1976     GOOD             NGS
 HY0040  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0040
 HY0040                          STATION DESCRIPTION
 HY0040
 HY0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0040'1.4 MI W FROM GLENWOOD.
 HY0040'ABOUT 1.45 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0040'THE ROAD CROSSING AT GLENWOOD, AT THE MASON-CABELL COUNTY LINE,
 HY0040'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT
 HY0040'OF 250-FOOT CONCRETE AND STEEL BRIDGE OVER GUYAN CREEK (IN STATE
 HY0040'HIGHWAY 2 BRIDGE), 18 1/2 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 HY0040'ABOUT 30 YARDS SOUTHEAST OF THE TRACK, 2 FEET NORTHWEST OF CONCRETE
 HY0040'AND STEEL BANISTER AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 HY0040
 HY0040                          STATION RECOVERY (1976)
 HY0040
 HY0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0040'RECOVERED IN GOOD CONDITION.
 HY0040
 HY0040                          STATION RECOVERY (1984)
 HY0040
 HY0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0040'NOT RECOVERED, THE BRIDGE WAS REBUILT IN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0635 ***********************************************************************
 HY0635  DESIGNATION -  C 117
 HY0635  PID         -  HY0635
 HY0635  STATE/COUNTY-  WV/CABELL
 HY0635  USGS QUAD   -  MILTON (1989)
 HY0635
 HY0635                         *CURRENT SURVEY CONTROL
 HY0635  ___________________________________________________________________
 HY0635* NAD 83(1986)-  38 26 42.     (N)    082 11 24.     (W)     SCALED    
 HY0635* NAVD 88     -       174.057  (meters)     571.05   (feet)  ADJUSTED  
 HY0635  ___________________________________________________________________
 HY0635  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY0635  DYNAMIC HT  -         173.940 (meters)     570.67  (feet)  COMP
 HY0635  MODELED GRAV-     979,949.7   (mgal)                       NAVD 88
 HY0635
 HY0635  VERT ORDER  -  SECOND    CLASS 0
 HY0635
 HY0635.The horizontal coordinates were scaled from a topographic map and have
 HY0635.an estimated accuracy of +/- 6 seconds.
 HY0635
 HY0635.The orthometric height was determined by differential leveling
 HY0635.and adjusted by the National Geodetic Survey in June 1991..
 HY0635
 HY0635.The geoid height was determined by GEOID03.
 HY0635
 HY0635.The dynamic height is computed by dividing the NAVD 88
 HY0635.geopotential number by the normal gravity value computed on the
 HY0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0635.degrees latitude (g = 980.6199 gals.).
 HY0635
 HY0635.The modeled gravity was interpolated from observed gravity values.
 HY0635
 HY0635;                    North         East    Units  Estimated Accuracy
 HY0635;SPC WV S     -   161,050.      496,120.      MT  (+/- 180 meters Scaled)
 HY0635
 HY0635                          SUPERSEDED SURVEY CONTROL
 HY0635
 HY0635  NGVD 29 (??/??/92)  174.240  (m)          571.65   (f) ADJ UNCH    2 0
 HY0635
 HY0635.Superseded values are not recommended for survey control.
 HY0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0635.See file dsdata.txt to determine how the superseded data were derived.
 HY0635
 HY0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC961558(NAD 83)
 HY0635_MARKER: DB = BENCH MARK DISK
 HY0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0635_SP_SET: CULVERT
 HY0635_STAMPING: C 117 1956
 HY0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0635
 HY0635  HISTORY     - Date     Condition        Report By
 HY0635  HISTORY     - 1956     MONUMENTED       CGS
 HY0635
 HY0635                          STATION DESCRIPTION
 HY0635
 HY0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0635'0.4 MI N FROM YATES.
 HY0635'ABOUT 0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 HY0635'OF THE CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 0.05
 HY0635'MILE WEST ALONG A GRAVEL ROAD, IN THE TOP OF EAST END OF SOUTH
 HY0635'CONCRETE HEAD WALL OF A 5-FOOT CONCRETE AND STONE CULVERT UNDER
 HY0635'ROAD, 10 FEET SOUTH OF CENTER LINE OF ROAD AND ABOUT 1 FOOT ABOVE
 HY0635'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0021 ***********************************************************************
 HY0021  DESIGNATION -  C 118
 HY0021  PID         -  HY0021
 HY0021  STATE/COUNTY-  WV/MASON
 HY0021  USGS QUAD   -  APPLE GROVE (1987)
 HY0021
 HY0021                         *CURRENT SURVEY CONTROL
 HY0021  ___________________________________________________________________
 HY0021* NAD 83(1986)-  38 44 43.     (N)    082 11 10.     (W)     SCALED    
 HY0021* NAVD 88     -       173.653  (meters)     569.73   (feet)  ADJUSTED  
 HY0021  ___________________________________________________________________
 HY0021  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HY0021  DYNAMIC HT  -         173.542 (meters)     569.36  (feet)  COMP
 HY0021  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 HY0021
 HY0021  VERT ORDER  -  FIRST     CLASS II
 HY0021
 HY0021.The horizontal coordinates were scaled from a topographic map and have
 HY0021.an estimated accuracy of +/- 6 seconds.
 HY0021
 HY0021.The orthometric height was determined by differential leveling
 HY0021.and adjusted by the National Geodetic Survey in June 1991..
 HY0021
 HY0021.The geoid height was determined by GEOID03.
 HY0021
 HY0021.The dynamic height is computed by dividing the NAVD 88
 HY0021.geopotential number by the normal gravity value computed on the
 HY0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0021.degrees latitude (g = 980.6199 gals.).
 HY0021
 HY0021.The modeled gravity was interpolated from observed gravity values.
 HY0021
 HY0021;                    North         East    Units  Estimated Accuracy
 HY0021;SPC WV S     -   194,370.      496,890.      MT  (+/- 180 meters Scaled)
 HY0021
 HY0021                          SUPERSEDED SURVEY CONTROL
 HY0021
 HY0021  NGVD 29 (??/??/92)  173.848  (m)          570.37   (f) ADJ UNCH    1 2
 HY0021
 HY0021.Superseded values are not recommended for survey control.
 HY0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0021.See file dsdata.txt to determine how the superseded data were derived.
 HY0021
 HY0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC969891(NAD 83)
 HY0021_MARKER: DB = BENCH MARK DISK
 HY0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0021_STAMPING: C 118 1956
 HY0021_MARK LOGO: CGS   
 HY0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0021+STABILITY: SURFACE MOTION
 HY0021
 HY0021  HISTORY     - Date     Condition        Report By
 HY0021  HISTORY     - 1956     MONUMENTED       CGS
 HY0021  HISTORY     - 1976     GOOD             NGS
 HY0021  HISTORY     - 1984     GOOD             NGS
 HY0021
 HY0021                          STATION DESCRIPTION
 HY0021
 HY0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0021'1.6 MI S FROM BEALE.
 HY0021'ABOUT 1.55 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0021'THE SCHOOL AT BEALE, 20 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL,
 HY0021'80 FEET SOUTHWEST OF AND ACROSS TRACK FROM CENTER OF JUNCTION OF
 HY0021'STATE HIGHWAY 2 AND CRAB CREEK ROAD LEADING EAST, 38 FEET
 HY0021'WEST-NORTHWEST OF CENTER OF A FARM ROAD CROSSING, 22 FEET NORTHWEST
 HY0021'OF CENTER LINE OF FARM ROAD, 4 FEET NORTHWEST OF TELEPHONE POLE
 HY0021'NO. 181+19 AND ABOUT IN LINE WITH ROW OF POLES, 2 FEET NORTHWEST
 HY0021'OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF
 HY0021'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HY0021
 HY0021                          STATION RECOVERY (1976)
 HY0021
 HY0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0021'RECOVERED IN GOOD CONDITION.
 HY0021
 HY0021                          STATION RECOVERY (1984)
 HY0021
 HY0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2592 ***********************************************************************
 HX2592  DESIGNATION -  C 119
 HX2592  PID         -  HX2592
 HX2592  STATE/COUNTY-  WV/PUTNAM
 HX2592  USGS QUAD   -  WINFIELD (1989)
 HX2592
 HX2592                         *CURRENT SURVEY CONTROL
 HX2592  ___________________________________________________________________
 HX2592* NAD 83(1986)-  38 33 39.     (N)    081 59 43.     (W)     SCALED    
 HX2592* NAVD 88     -       173.748  (meters)     570.04   (feet)  POSTED    
 HX2592  ___________________________________________________________________
 HX2592  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HX2592  DYNAMIC HT  -         173.630 (meters)     569.65  (feet)  COMP
 HX2592  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 HX2592
 HX2592  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HX2592
 HX2592.The horizontal coordinates were scaled from a topographic map and have
 HX2592.an estimated accuracy of +/- 6 seconds.
 HX2592
 HX2592.The orthometric height was determined by differential leveling
 HX2592.and adjusted by the National Geodetic Survey in 1992..
 HX2592.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HX2592.rate of 2.1 thru 3.0 mm/km.
 HX2592
 HX2592.The geoid height was determined by GEOID03.
 HX2592
 HX2592.The dynamic height is computed by dividing the NAVD 88
 HX2592.geopotential number by the normal gravity value computed on the
 HX2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2592.degrees latitude (g = 980.6199 gals.).
 HX2592
 HX2592.The modeled gravity was interpolated from observed gravity values.
 HX2592
 HX2592;                    North         East    Units  Estimated Accuracy
 HX2592;SPC WV S     -   173,700.      513,260.      MT  (+/- 180 meters Scaled)
 HX2592
 HX2592                          SUPERSEDED SURVEY CONTROL
 HX2592
 HX2592  NGVD 29 (??/??/92)  173.905  (m)          570.55   (f) ADJ UNCH    2 0
 HX2592
 HX2592.Superseded values are not recommended for survey control.
 HX2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2592.See file dsdata.txt to determine how the superseded data were derived.
 HX2592
 HX2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC132685(NAD 83)
 HX2592_MARKER: DB = BENCH MARK DISK
 HX2592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2592_SP_SET: BRIDGE SEAT
 HX2592_STAMPING: C 119 1956
 HX2592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2592
 HX2592  HISTORY     - Date     Condition        Report By
 HX2592  HISTORY     - 1956     MONUMENTED       CGS
 HX2592
 HX2592                          STATION DESCRIPTION
 HX2592
 HX2592'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2592'1.2 MI SW FROM FRAZIERS BOTTOM.
 HX2592'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 17 FROM THE CHURCH OF
 HX2592'GOD AT FRAZIERS BOTTOM, THENCE ABOUT 0.75 MILE SOUTHWEST ALONG
 HX2592'A GRAVEL ROAD, IN THE TOP OF THE SOUTH END OF BRIDGE SEAT OF THE
 HX2592'EAST CONCRETE ABUTMENT OF A 45-FOOT BRIDGE OVER FIVE AND TWENTY
 HX2592'MILE CREEK, 8 1/2 FEET SOUTH OF CENTER LINE OF ROAD AND ABOUT
 HX2592'1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1934 ***********************************************************************
 HX1934  DESIGNATION -  C 12
 HX1934  PID         -  HX1934
 HX1934  STATE/COUNTY-  WV/CLAY
 HX1934  USGS QUAD   -  ELKHURST (1976)
 HX1934
 HX1934                         *CURRENT SURVEY CONTROL
 HX1934  ___________________________________________________________________
 HX1934* NAD 83(1986)-  38 26 26.     (N)    081 08 28.     (W)     SCALED    
 HX1934* NAVD 88     -       210.025  (meters)     689.06   (feet)  ADJUSTED  
 HX1934  ___________________________________________________________________
 HX1934  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HX1934  DYNAMIC HT  -         209.882 (meters)     688.59  (feet)  COMP
 HX1934  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 HX1934
 HX1934  VERT ORDER  -  SECOND    CLASS 0
 HX1934
 HX1934.The horizontal coordinates were scaled from a topographic map and have
 HX1934.an estimated accuracy of +/- 6 seconds.
 HX1934
 HX1934.The orthometric height was determined by differential leveling
 HX1934.and adjusted by the National Geodetic Survey in June 1991..
 HX1934
 HX1934.The geoid height was determined by GEOID03.
 HX1934
 HX1934.The dynamic height is computed by dividing the NAVD 88
 HX1934.geopotential number by the normal gravity value computed on the
 HX1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1934.degrees latitude (g = 980.6199 gals.).
 HX1934
 HX1934.The modeled gravity was interpolated from observed gravity values.
 HX1934
 HX1934;                    North         East    Units  Estimated Accuracy
 HX1934;SPC WV S     -   159,900.      587,680.      MT  (+/- 180 meters Scaled)
 HX1934
 HX1934                          SUPERSEDED SURVEY CONTROL
 HX1934
 HX1934  NGVD 29 (??/??/92)  210.209  (m)          689.66   (f) ADJ UNCH    2 0
 HX1934
 HX1934.Superseded values are not recommended for survey control.
 HX1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1934.See file dsdata.txt to determine how the superseded data were derived.
 HX1934
 HX1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC876547(NAD 83)
 HX1934_MARKER: DB = BENCH MARK DISK
 HX1934_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1934_SP_SET: CULVERT
 HX1934_STAMPING: C 12 1933
 HX1934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1934
 HX1934  HISTORY     - Date     Condition        Report By
 HX1934  HISTORY     - 1933     MONUMENTED       CGS
 HX1934  HISTORY     - 1948     GOOD             NGS
 HX1934
 HX1934                          STATION DESCRIPTION
 HX1934
 HX1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HX1934'1.2 MI E FROM ELKHURST.
 HX1934'1.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE POST
 HX1934'OFFICE AT ELKHURST, 1.7 MILES WEST OF HARTLAND, ABOUT 64 RAILS
 HX1934'WEST OF MILEPOST C 46, 3 RAILS WEST OF A LONG CURVE, IN THE TOP
 HX1934'OF THE SOUTHWEST WINGWALL OF A MASONRY CULVERT, 5 YARDS SOUTH OF THE
 HX1934'CENTERLINE OF THE TRACK, AND 5 FEET LOWER THAN THE TRACK.  A
 HX1934'STANDARD DISK, STAMPED C 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0940 ***********************************************************************
 KY0940  DESIGNATION -  C 121
 KY0940  PID         -  KY0940
 KY0940  STATE/COUNTY-  WV/BROOKE
 KY0940  USGS QUAD   -  TILTONSVILLE (1985)
 KY0940
 KY0940                         *CURRENT SURVEY CONTROL
 KY0940  ___________________________________________________________________
 KY0940* NAD 83(1986)-  40 10 53.     (N)    080 38 36.     (W)     SCALED    
 KY0940* NAVD 88     -       363.829  (meters)    1193.66   (feet)  ADJUSTED  
 KY0940  ___________________________________________________________________
 KY0940  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0940  DYNAMIC HT  -         363.636 (meters)    1193.03  (feet)  COMP
 KY0940  MODELED GRAV-     980,082.4   (mgal)                       NAVD 88
 KY0940
 KY0940  VERT ORDER  -  SECOND    CLASS 0
 KY0940
 KY0940.This mark is at Wheeling Ohio County Airport (HLG)
 KY0940
 KY0940.The horizontal coordinates were scaled from a topographic map and have
 KY0940.an estimated accuracy of +/- 6 seconds.
 KY0940
 KY0940.The orthometric height was determined by differential leveling
 KY0940.and adjusted by the National Geodetic Survey in June 1991..
 KY0940
 KY0940.The geoid height was determined by GEOID03.
 KY0940
 KY0940.The dynamic height is computed by dividing the NAVD 88
 KY0940.geopotential number by the normal gravity value computed on the
 KY0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0940.degrees latitude (g = 980.6199 gals.).
 KY0940
 KY0940.The modeled gravity was interpolated from observed gravity values.
 KY0940
 KY0940;                    North         East    Units  Estimated Accuracy
 KY0940;SPC WV N     -   187,290.      502,630.      MT  (+/- 180 meters Scaled)
 KY0940
 KY0940                          SUPERSEDED SURVEY CONTROL
 KY0940
 KY0940  NGVD 29 (??/??/92)  364.019  (m)         1194.29   (f) ADJ UNCH    2 0
 KY0940
 KY0940.Superseded values are not recommended for survey control.
 KY0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0940.See file dsdata.txt to determine how the superseded data were derived.
 KY0940
 KY0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE303479(NAD 83)
 KY0940_MARKER: DB = BENCH MARK DISK
 KY0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0940_STAMPING: C 121 1957
 KY0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0940+STABILITY: SURFACE MOTION
 KY0940
 KY0940  HISTORY     - Date     Condition        Report By
 KY0940  HISTORY     - 1957     MONUMENTED       CGS
 KY0940
 KY0940                          STATION DESCRIPTION
 KY0940
 KY0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0940'2.2 MI E FROM SHORT CREEK.
 KY0940'ABOUT 0.9 MILE EAST ALONG SHORT CREEK ROAD FROM THE JUNCTION OF
 KY0940'STATE HIGHWAY 2 AT SHORT CREEK, THENCE ABOUT 1.25 MILES NORTHEAST
 KY0940'AND EAST ALONG A BLACK TOP ROAD, AT OHIO COUNTY AIRPORT, ABOUT
 KY0940'240 YARDS EAST-SOUTHEAST OF THE ADMINSTRATION BUILDING, 132 FEET
 KY0940'NORTH-NORTHEAST OF CENTER OF NORTH-NORTHEAST END OF BLACK TOP,
 KY0940'ABOUT IN LINE WITH THE CENTER LINE OF THE
 KY0940'NORTH-NORTHEAST-SOUTH-SOUTHWEST RUNWAY, 48 FEET SOUTHWEST OF
 KY0940'SOUTHEAST CORNER OF A RED AND WHITE CHECKERED LONG AND LOW
 KY0940'BUILDING, ABOUT 2 FEET BELOW END OF RUNWAY AND SET IN THE TOP
 KY0940'OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0990 ***********************************************************************
 KY0990  DESIGNATION -  C 122
 KY0990  PID         -  KY0990
 KY0990  STATE/COUNTY-  WV/OHIO
 KY0990  USGS QUAD   -  VALLEY GROVE (1981)
 KY0990
 KY0990                         *CURRENT SURVEY CONTROL
 KY0990  ___________________________________________________________________
 KY0990* NAD 83(1986)-  40 03 32.     (N)    080 31 53.     (W)     SCALED    
 KY0990* NAVD 88     -       311.092  (meters)    1020.64   (feet)  ADJUSTED  
 KY0990  ___________________________________________________________________
 KY0990  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KY0990  DYNAMIC HT  -         310.912 (meters)    1020.05  (feet)  COMP
 KY0990  MODELED GRAV-     980,037.4   (mgal)                       NAVD 88
 KY0990
 KY0990  VERT ORDER  -  SECOND    CLASS 0
 KY0990
 KY0990.The horizontal coordinates were scaled from a topographic map and have
 KY0990.an estimated accuracy of +/- 6 seconds.
 KY0990
 KY0990.The orthometric height was determined by differential leveling
 KY0990.and adjusted by the National Geodetic Survey in June 1991..
 KY0990
 KY0990.The geoid height was determined by GEOID03.
 KY0990
 KY0990.The dynamic height is computed by dividing the NAVD 88
 KY0990.geopotential number by the normal gravity value computed on the
 KY0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0990.degrees latitude (g = 980.6199 gals.).
 KY0990
 KY0990.The modeled gravity was interpolated from observed gravity values.
 KY0990
 KY0990;                    North         East    Units  Estimated Accuracy
 KY0990;SPC WV N     -   173,570.      512,010.      MT  (+/- 180 meters Scaled)
 KY0990
 KY0990                          SUPERSEDED SURVEY CONTROL
 KY0990
 KY0990  NGVD 29 (??/??/92)  311.236  (m)         1021.11   (f) ADJ UNCH    2 0
 KY0990
 KY0990.Superseded values are not recommended for survey control.
 KY0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0990.See file dsdata.txt to determine how the superseded data were derived.
 KY0990
 KY0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE399343(NAD 83)
 KY0990_MARKER: DB = BENCH MARK DISK
 KY0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0990_STAMPING: C 122 1957
 KY0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0990+STABILITY: SURFACE MOTION
 KY0990
 KY0990  HISTORY     - Date     Condition        Report By
 KY0990  HISTORY     - 1957     MONUMENTED       CGS
 KY0990
 KY0990                          STATION DESCRIPTION
 KY0990
 KY0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0990'3.2 MI SE FROM VALLEY GROVE.
 KY0990'ABOUT 3.15 MILES SOUTHEAST ALONG STOOLFIRE ROAD FROM THE JUNCTION
 KY0990'OF U.S. HIGHWAY 40 AT VALLEY GROVE, ABOUT 59 YARDS NORTHWEST OF THE
 KY0990'JUNCTION OF MIDDLE CREEK ROAD, 17 1/2 FEET NORTHEAST OF CENTER LINE
 KY0990'OF STOOLFIRE ROAD, 13 FEET EAST OF NORTHEAST END OF A 10-INCH IRON
 KY0990'PIPE CULVERT UNDER ROAD, 2 FEET EAST OF A CONCRETE WITNESSPOST, ABOUT
 KY0990'2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 KY0990'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0912 ***********************************************************************
 KY0912  DESIGNATION -  C 123
 KY0912  PID         -  KY0912
 KY0912  STATE/COUNTY-  WV/OHIO
 KY0912  USGS QUAD   -  VALLEY GROVE (1981)
 KY0912
 KY0912                         *CURRENT SURVEY CONTROL
 KY0912  ___________________________________________________________________
 KY0912* NAD 83(1986)-  40 02 12.     (N)    080 32 12.     (W)     SCALED    
 KY0912* NAVD 88     -       397.507  (meters)    1304.15   (feet)  ADJUSTED  
 KY0912  ___________________________________________________________________
 KY0912  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KY0912  DYNAMIC HT  -         397.275 (meters)    1303.39  (feet)  COMP
 KY0912  MODELED GRAV-     980,032.0   (mgal)                       NAVD 88
 KY0912
 KY0912  VERT ORDER  -  SECOND    CLASS 0
 KY0912
 KY0912.The horizontal coordinates were scaled from a topographic map and have
 KY0912.an estimated accuracy of +/- 6 seconds.
 KY0912
 KY0912.The orthometric height was determined by differential leveling
 KY0912.and adjusted by the National Geodetic Survey in June 1991..
 KY0912
 KY0912.The geoid height was determined by GEOID03.
 KY0912
 KY0912.The dynamic height is computed by dividing the NAVD 88
 KY0912.geopotential number by the normal gravity value computed on the
 KY0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0912.degrees latitude (g = 980.6199 gals.).
 KY0912
 KY0912.The modeled gravity was interpolated from observed gravity values.
 KY0912
 KY0912;                    North         East    Units  Estimated Accuracy
 KY0912;SPC WV N     -   171,110.      511,530.      MT  (+/- 180 meters Scaled)
 KY0912
 KY0912                          SUPERSEDED SURVEY CONTROL
 KY0912
 KY0912  NGVD 29 (??/??/92)  397.649  (m)         1304.62   (f) ADJ UNCH    2 0
 KY0912
 KY0912.Superseded values are not recommended for survey control.
 KY0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0912.See file dsdata.txt to determine how the superseded data were derived.
 KY0912
 KY0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE395319(NAD 83)
 KY0912_MARKER: DB = BENCH MARK DISK
 KY0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0912_STAMPING: C 123 1957
 KY0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0912+STABILITY: SURFACE MOTION
 KY0912
 KY0912  HISTORY     - Date     Condition        Report By
 KY0912  HISTORY     - 1957     MONUMENTED       CGS
 KY0912
 KY0912                          STATION DESCRIPTION
 KY0912
 KY0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0912'1.8 MI NW FROM DALLAS.
 KY0912'ABOUT 1.8 MILES NORTHWEST ALONG DALLAS PIKE FROM THE JUNCTION OF
 KY0912'DALLAS-LIMESTONE ROAD AT DALLAS, ABOUT 1.0 MILE SOUTHEAST OF THE
 KY0912'JUNCTION OF MIDDLE CREEK ROAD AND MIDDLE CREEK SCHOOL, 13 FEET
 KY0912'NORTH-NORTHEAST OF CENTER LINE OF ROAD, 74 FEET EAST OF CENTER OF
 KY0912'JUNCTION OF A DRIVE SOUTH TO A DOUBLE CONCRETE BLOCK GARAGE FOR A
 KY0912'ONE STORY FRAME HOUSE, 123 FEET EAST OF EAST CORNER OF HOUSE,
 KY0912'4 1/2 FEET EAST OF TELEPHONE POLE NO. 91-145, 1 FOOT
 KY0912'SOUTH-SOUTHWEST OF A FENCE LINE, ABOUT LEVEL WITH BLACK TOP ROAD
 KY0912'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0764 ***********************************************************************
 JX0764  DESIGNATION -  C 125
 JX0764  PID         -  JX0764
 JX0764  STATE/COUNTY-  WV/MARSHALL
 JX0764  USGS QUAD   -  MAJORSVILLE (1988)
 JX0764
 JX0764                         *CURRENT SURVEY CONTROL
 JX0764  ___________________________________________________________________
 JX0764* NAD 83(1986)-  39 55 12.     (N)    080 31 55.     (W)     SCALED    
 JX0764* NAVD 88     -       403.978  (meters)    1325.38   (feet)  ADJUSTED  
 JX0764  ___________________________________________________________________
 JX0764  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JX0764  DYNAMIC HT  -         403.743 (meters)    1324.61  (feet)  COMP
 JX0764  MODELED GRAV-     980,032.0   (mgal)                       NAVD 88
 JX0764
 JX0764  VERT ORDER  -  SECOND    CLASS 0
 JX0764
 JX0764.The horizontal coordinates were scaled from a topographic map and have
 JX0764.an estimated accuracy of +/- 6 seconds.
 JX0764
 JX0764.The orthometric height was determined by differential leveling
 JX0764.and adjusted by the National Geodetic Survey in June 1991..
 JX0764
 JX0764.The geoid height was determined by GEOID03.
 JX0764
 JX0764.The dynamic height is computed by dividing the NAVD 88
 JX0764.geopotential number by the normal gravity value computed on the
 JX0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0764.degrees latitude (g = 980.6199 gals.).
 JX0764
 JX0764.The modeled gravity was interpolated from observed gravity values.
 JX0764
 JX0764;                    North         East    Units  Estimated Accuracy
 JX0764;SPC WV N     -   158,150.      511,780.      MT  (+/- 180 meters Scaled)
 JX0764
 JX0764                          SUPERSEDED SURVEY CONTROL
 JX0764
 JX0764  NGVD 29 (??/??/92)  404.118  (m)         1325.84   (f) ADJ UNCH    2 0
 JX0764
 JX0764.Superseded values are not recommended for survey control.
 JX0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0764.See file dsdata.txt to determine how the superseded data were derived.
 JX0764
 JX0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE400189(NAD 83)
 JX0764_MARKER: DB = BENCH MARK DISK
 JX0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0764_STAMPING: C 125 1957
 JX0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0764+STABILITY: SURFACE MOTION
 JX0764
 JX0764  HISTORY     - Date     Condition        Report By
 JX0764  HISTORY     - 1957     MONUMENTED       CGS
 JX0764
 JX0764                          STATION DESCRIPTION
 JX0764
 JX0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0764'1.8 MI S FROM CALIS.
 JX0764'ABOUT 1.8 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO ROCKLICK
 JX0764'FROM THE CHURCH AND CEMETERY AT CALIS, 15 1/2 FEET WEST-NORTHWEST
 JX0764'OF CENTER LINE OF ROAD AT CENTER OF JUNCTION OF A NARROW ROAD
 JX0764'EAST TO FARMS, 14 1/2 FEET NORTHEAST OF CENTER OF A GATE TO A
 JX0764'PASTURE, 3 FEET NORTHEAST OF A FENCE CORNER, 2 FEET
 JX0764'EAST-SOUTHEAST OF A FENCE LINE, 2 FEET SOUTHWEST OF A CONCRETE
 JX0764'WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND SET IN THE
 JX0764'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0598 ***********************************************************************
 JX0598  DESIGNATION -  C 126
 JX0598  PID         -  JX0598
 JX0598  STATE/COUNTY-  WV/WETZEL
 JX0598  USGS QUAD   -  LITTLETON (1976)
 JX0598
 JX0598                         *CURRENT SURVEY CONTROL
 JX0598  ___________________________________________________________________
 JX0598* NAD 83(1986)-  39 41 35.     (N)    080 31 40.     (W)     SCALED    
 JX0598* NAVD 88     -       296.579  (meters)     973.03   (feet)  ADJUSTED  
 JX0598  ___________________________________________________________________
 JX0598  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JX0598  DYNAMIC HT  -         296.406 (meters)     972.46  (feet)  COMP
 JX0598  MODELED GRAV-     980,034.6   (mgal)                       NAVD 88
 JX0598
 JX0598  VERT ORDER  -  SECOND    CLASS 0
 JX0598
 JX0598.The horizontal coordinates were scaled from a topographic map and have
 JX0598.an estimated accuracy of +/- 6 seconds.
 JX0598
 JX0598.The orthometric height was determined by differential leveling
 JX0598.and adjusted by the National Geodetic Survey in June 1991..
 JX0598
 JX0598.The geoid height was determined by GEOID03.
 JX0598
 JX0598.The dynamic height is computed by dividing the NAVD 88
 JX0598.geopotential number by the normal gravity value computed on the
 JX0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0598.degrees latitude (g = 980.6199 gals.).
 JX0598
 JX0598.The modeled gravity was interpolated from observed gravity values.
 JX0598
 JX0598;                    North         East    Units  Estimated Accuracy
 JX0598;SPC WV N     -   132,950.      511,850.      MT  (+/- 180 meters Scaled)
 JX0598
 JX0598                          SUPERSEDED SURVEY CONTROL
 JX0598
 JX0598  NGVD 29 (??/??/92)  296.730  (m)          973.52   (f) ADJ UNCH    2 0
 JX0598
 JX0598.Superseded values are not recommended for survey control.
 JX0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0598.See file dsdata.txt to determine how the superseded data were derived.
 JX0598
 JX0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND404937(NAD 83)
 JX0598_MARKER: DB = BENCH MARK DISK
 JX0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0598_SP_SET: CULVERT
 JX0598_STAMPING: C 126 1957
 JX0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0598
 JX0598  HISTORY     - Date     Condition        Report By
 JX0598  HISTORY     - 1957     MONUMENTED       CGS
 JX0598
 JX0598                          STATION DESCRIPTION
 JX0598
 JX0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0598'2.8 MI SW FROM LITTLETON.
 JX0598'ABOUT 1.15 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 JX0598'OFFICE AT LITTLETON, THENCE ABOUT 1.65 MILES WEST AND SOUTH
 JX0598'ALONG COUNTY ROAD NO. 9 FOLLOWING SUGAR RUN, IN THE TOP OF THE
 JX0598'SOUTHEAST END OF SOUTHWEST HEAD WALL OF A 5-FOOT CONCRETE BOX
 JX0598'CULVERT, 12 FEET SOUTHWEST OF CENTER LINE OF ROAD, 96 FEET
 JX0598'SOUTHEAST OF CROSSING OF A PIPE LINE AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0699 ***********************************************************************
 JX0699  DESIGNATION -  C 127
 JX0699  PID         -  JX0699
 JX0699  STATE/COUNTY-  WV/MARSHALL
 JX0699  USGS QUAD   -  CAMERON (1988)
 JX0699
 JX0699                         *CURRENT SURVEY CONTROL
 JX0699  ___________________________________________________________________
 JX0699* NAD 83(1986)-  39 45 09.     (N)    080 36 22.     (W)     SCALED    
 JX0699* NAVD 88     -       312.409  (meters)    1024.96   (feet)  ADJUSTED  
 JX0699  ___________________________________________________________________
 JX0699  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JX0699  DYNAMIC HT  -         312.228 (meters)    1024.37  (feet)  COMP
 JX0699  MODELED GRAV-     980,039.5   (mgal)                       NAVD 88
 JX0699
 JX0699  VERT ORDER  -  SECOND    CLASS 0
 JX0699
 JX0699.The horizontal coordinates were scaled from a topographic map and have
 JX0699.an estimated accuracy of +/- 6 seconds.
 JX0699
 JX0699.The orthometric height was determined by differential leveling
 JX0699.and adjusted by the National Geodetic Survey in June 1991..
 JX0699
 JX0699.The geoid height was determined by GEOID03.
 JX0699
 JX0699.The dynamic height is computed by dividing the NAVD 88
 JX0699.geopotential number by the normal gravity value computed on the
 JX0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0699.degrees latitude (g = 980.6199 gals.).
 JX0699
 JX0699.The modeled gravity was interpolated from observed gravity values.
 JX0699
 JX0699;                    North         East    Units  Estimated Accuracy
 JX0699;SPC WV N     -   139,630.      505,210.      MT  (+/- 180 meters Scaled)
 JX0699
 JX0699                          SUPERSEDED SURVEY CONTROL
 JX0699
 JX0699  NGVD 29 (??/??/92)  312.545  (m)         1025.41   (f) ADJ UNCH    2 0
 JX0699
 JX0699.Superseded values are not recommended for survey control.
 JX0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0699.See file dsdata.txt to determine how the superseded data were derived.
 JX0699
 JX0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE337003(NAD 83)
 JX0699_MARKER: DB = BENCH MARK DISK
 JX0699_SETTING: 66 = SET IN ROCK OUTCROP
 JX0699_SP_SET: ROCK CUT
 JX0699_STAMPING: C 127 1957
 JX0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0699+STABILITY: POSITION/ELEVATION WELL
 JX0699
 JX0699  HISTORY     - Date     Condition        Report By
 JX0699  HISTORY     - 1957     MONUMENTED       CGS
 JX0699
 JX0699                          STATION DESCRIPTION
 JX0699
 JX0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0699'6.2 MI NE FROM SILVER HILL.
 JX0699'ABOUT 4.05 MILES NORTHEAST ALONG STATE HIGHWAY 89 FROM THE
 JX0699'BRIDGE OVE LAUREL RUN AND POST OFFICE AT SILVER HILL, THENCE
 JX0699'ABOUT 2.2 MILES NORTH ALONG A GRAVEL ROAD, ABOUT 0.45 MILE
 JX0699'SOUTHWEST OF JUNCTION OF FISH CREEK ROAD AND BRIDGE OVER FISH
 JX0699'CREEK, 0.1 MILE SOUTH OF A 1-STORY FRAME HOUSE, SET VERTICALLY
 JX0699'IN THE WEST FACE OF A ROCK CUT, 16 FEET EAST OF CENTER LINE OF
 JX0699'ROAD, 58 FEET SOUTH OF THE NORTH END OF CUT AND ABOUT 2 1/2
 JX0699'FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM THE
 JX0699'SCHOOL AT ADALINE, MARSHALL COUNTY, BY GOING ABOUT 3.55 MILES
 JX0699'EAST ALONG A ROAD FOLLOWING FISH CREEK, THENCE ABOUT 0.45 MILE
 JX0699'SOUTH ALONG A GRAVEL ROAD WHICH CROSSES FISH CREEK AND LEADS
 JX0699'UPHILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0710 ***********************************************************************
 JX0710  DESIGNATION -  C 128
 JX0710  PID         -  JX0710
 JX0710  STATE/COUNTY-  WV/MARSHALL
 JX0710  USGS QUAD   -  POWHATAN POINT (1984)
 JX0710
 JX0710                         *CURRENT SURVEY CONTROL
 JX0710  ___________________________________________________________________
 JX0710* NAD 83(1986)-  39 48 46.     (N)    080 48 05.     (W)     SCALED    
 JX0710* NAVD 88     -       190.464  (meters)     624.88   (feet)  ADJUSTED  
 JX0710  ___________________________________________________________________
 JX0710  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JX0710  DYNAMIC HT  -         190.359 (meters)     624.54  (feet)  COMP
 JX0710  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 JX0710
 JX0710  VERT ORDER  -  SECOND    CLASS 0
 JX0710
 JX0710.The horizontal coordinates were scaled from a topographic map and have
 JX0710.an estimated accuracy of +/- 6 seconds.
 JX0710
 JX0710.The orthometric height was determined by differential leveling
 JX0710.and adjusted by the National Geodetic Survey in June 1991..
 JX0710
 JX0710.The geoid height was determined by GEOID03.
 JX0710
 JX0710.The dynamic height is computed by dividing the NAVD 88
 JX0710.geopotential number by the normal gravity value computed on the
 JX0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0710.degrees latitude (g = 980.6199 gals.).
 JX0710
 JX0710.The modeled gravity was interpolated from observed gravity values.
 JX0710
 JX0710;                    North         East    Units  Estimated Accuracy
 JX0710;SPC WV N     -   146,550.      488,580.      MT  (+/- 180 meters Scaled)
 JX0710
 JX0710                          SUPERSEDED SURVEY CONTROL
 JX0710
 JX0710  NGVD 29 (??/??/92)  190.605  (m)          625.34   (f) ADJ UNCH    2 0
 JX0710
 JX0710.Superseded values are not recommended for survey control.
 JX0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0710.See file dsdata.txt to determine how the superseded data were derived.
 JX0710
 JX0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE170069(NAD 83)
 JX0710_MARKER: DB = BENCH MARK DISK
 JX0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0710_STAMPING: C 128 1957
 JX0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0710+STABILITY: SURFACE MOTION
 JX0710
 JX0710  HISTORY     - Date     Condition        Report By
 JX0710  HISTORY     - 1957     MONUMENTED       CGS
 JX0710  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0710
 JX0710                          STATION DESCRIPTION
 JX0710
 JX0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0710'0.9 MI E FROM WOODLANDS.
 JX0710'ABOUT 0.9 MILE EAST AND NORTHEAST ALONG A GRAVEL ROAD LEADING TO
 JX0710'GRAYSVILLE FROM THE JUNCTION OF STATE HIGHWAY 2 AND HIGHWAY
 JX0710'BRIDGE OVER FISH CREEK AT WOODLANDS, AT THE JUNCTION OF A ROAD
 JX0710'LEADING SOUTHEAST ALONG LONG RUN, 120 FEET SOUTHEAST OF CENTER
 JX0710'OF ROAD JUNCTION, 53 FEET SOUTHEAST OF CENTER LINE OF FISH CREEK
 JX0710'ROAD, 12 1/2 FEET NORTHEAST OF CENTER LINE OF ROAD ALONG LONG
 JX0710'RUN, 57 FEET EAST OF CENTER OF NORTHEAST END OF A STEEL BRIDGE
 JX0710'OVER LONG RUN, 3 FEET NORTHEAST OF A TELEPHONE POLE, ABOUT 1 FOOT
 JX0710'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX0710'PROJECTING 3 INCHES.  NOTE-- MARK IS REACHED FROM THE SCHOOL AT
 JX0710'GRAYSVILLE BY GOING ABOUT 0.2 MILE WEST ALONG A ROAD, THENCE
 JX0710'ABOUT 0.65 MILE SOUTHWEST ALONG A ROAD LEADING TO WOODLANDS.
 JX0710
 JX0710                          STATION RECOVERY (1983)
 JX0710
 JX0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0710'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK
 JX0710'BEING FOUND, SEVERAL REFERENCE POINTS NO LONGER EXIST, DESCRIPTION
 JX0710'INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0443 ***********************************************************************
 JX0443  DESIGNATION -  C 129
 JX0443  PID         -  JX0443
 JX0443  STATE/COUNTY-  WV/WETZEL
 JX0443  USGS QUAD   -  PINE GROVE (1976)
 JX0443
 JX0443                         *CURRENT SURVEY CONTROL
 JX0443  ___________________________________________________________________
 JX0443* NAD 83(1986)-  39 33 04.     (N)    080 40 34.     (W)     SCALED    
 JX0443* NAVD 88     -       219.685  (meters)     720.75   (feet)  ADJUSTED  
 JX0443  ___________________________________________________________________
 JX0443  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JX0443  DYNAMIC HT  -         219.556 (meters)     720.33  (feet)  COMP
 JX0443  MODELED GRAV-     980,036.1   (mgal)                       NAVD 88
 JX0443
 JX0443  VERT ORDER  -  SECOND    CLASS 0
 JX0443
 JX0443.The horizontal coordinates were scaled from a topographic map and have
 JX0443.an estimated accuracy of +/- 6 seconds.
 JX0443
 JX0443.The orthometric height was determined by differential leveling
 JX0443.and adjusted by the National Geodetic Survey in June 1991..
 JX0443
 JX0443.The geoid height was determined by GEOID03.
 JX0443
 JX0443.The dynamic height is computed by dividing the NAVD 88
 JX0443.geopotential number by the normal gravity value computed on the
 JX0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0443.degrees latitude (g = 980.6199 gals.).
 JX0443
 JX0443.The modeled gravity was interpolated from observed gravity values.
 JX0443
 JX0443;                    North         East    Units  Estimated Accuracy
 JX0443;SPC WV N     -   117,350.      498,920.      MT  (+/- 180 meters Scaled)
 JX0443
 JX0443                          SUPERSEDED SURVEY CONTROL
 JX0443
 JX0443  NGVD 29 (??/??/92)  219.848  (m)          721.28   (f) ADJ UNCH    2 0
 JX0443
 JX0443.Superseded values are not recommended for survey control.
 JX0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0443.See file dsdata.txt to determine how the superseded data were derived.
 JX0443
 JX0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND278779(NAD 83)
 JX0443_MARKER: DB = BENCH MARK DISK
 JX0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0443_SP_SET: BRIDGE
 JX0443_STAMPING: C 129 1957
 JX0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0443
 JX0443  HISTORY     - Date     Condition        Report By
 JX0443  HISTORY     - 1957     MONUMENTED       CGS
 JX0443
 JX0443                          STATION DESCRIPTION
 JX0443
 JX0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0443'1 MI SE FROM PINE GROVE.
 JX0443'ABOUT 0.95 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0443'FROM THE STATION AT PINE GROVE, IN THE TOP OF THE SECOND STEP DOWN
 JX0443'FROM TOP OF THE SOUTHWEST CONCRETE WING WALL OF THE WEST ABUTMENT
 JX0443'OF RAILROAD BRIDGE NO. 189, 11 FEET SOUTH OF SOUTH RAIL AND ABOUT
 JX0443'3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1014 ***********************************************************************
 HX1014  DESIGNATION -  C 13
 HX1014  PID         -  HX1014
 HX1014  STATE/COUNTY-  WV/WEBSTER
 HX1014  USGS QUAD   -  COWEN (1995)
 HX1014
 HX1014                         *CURRENT SURVEY CONTROL
 HX1014  ___________________________________________________________________
 HX1014* NAD 83(1986)-  38 24 31.     (N)    080 33 27.     (W)     SCALED    
 HX1014* NAVD 88     -       684.691  (meters)    2246.36   (feet)  ADJUSTED  
 HX1014  ___________________________________________________________________
 HX1014  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 HX1014  DYNAMIC HT  -         684.170 (meters)    2244.65  (feet)  COMP
 HX1014  MODELED GRAV-     979,845.5   (mgal)                       NAVD 88
 HX1014
 HX1014  VERT ORDER  -  SECOND    CLASS 0
 HX1014
 HX1014.The horizontal coordinates were scaled from a topographic map and have
 HX1014.an estimated accuracy of +/- 6 seconds.
 HX1014
 HX1014.The orthometric height was determined by differential leveling
 HX1014.and adjusted by the National Geodetic Survey in June 1991..
 HX1014
 HX1014.The geoid height was determined by GEOID03.
 HX1014
 HX1014.The dynamic height is computed by dividing the NAVD 88
 HX1014.geopotential number by the normal gravity value computed on the
 HX1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1014.degrees latitude (g = 980.6199 gals.).
 HX1014
 HX1014.The modeled gravity was interpolated from observed gravity values.
 HX1014
 HX1014;                    North         East    Units  Estimated Accuracy
 HX1014;SPC WV S     -   156,430.      638,650.      MT  (+/- 180 meters Scaled)
 HX1014
 HX1014                          SUPERSEDED SURVEY CONTROL
 HX1014
 HX1014  NGVD 29 (??/??/92)  684.846  (m)         2246.87   (f) ADJ UNCH    2 0
 HX1014
 HX1014.Superseded values are not recommended for survey control.
 HX1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1014.See file dsdata.txt to determine how the superseded data were derived.
 HX1014
 HX1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC386512(NAD 83)
 HX1014_MARKER: DB = BENCH MARK DISK
 HX1014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1014_SP_SET: BUILDING
 HX1014_STAMPING: C 13 1933
 HX1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1014
 HX1014  HISTORY     - Date     Condition        Report By
 HX1014  HISTORY     - 1933     MONUMENTED       CGS
 HX1014  HISTORY     - 1961     GOOD             NGS
 HX1014
 HX1014                          STATION DESCRIPTION
 HX1014
 HX1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1014'AT COWEN.
 HX1014'AT COWEN, ABOUT 65 YARDS SOUTH AND ACROSS STATE HIGHWAY 20 FROM
 HX1014'THE SOUTH CORNER OF THE BALTIMORE AND OHIO RAILROAD STATION,
 HX1014'SET VERTICALLY IN THE NORTHWEST FACE AND NEAR THE WEST CORNER OF
 HX1014'A STUCCO BUILDING (NOW OCCUPIED BY A DRUG STORE), 0.5 FOOT
 HX1014'NORTHEAST OF THE WEST CORNER OF THE BUILDING, 4.1 FEET ABOVE THE
 HX1014'LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0578 ***********************************************************************
 JX0578  DESIGNATION -  C 130
 JX0578  PID         -  JX0578
 JX0578  STATE/COUNTY-  WV/WETZEL
 JX0578  USGS QUAD   -  WILEYVILLE (1976)
 JX0578
 JX0578                         *CURRENT SURVEY CONTROL
 JX0578  ___________________________________________________________________
 JX0578* NAD 83(1986)-  39 39 09.     (N)    080 43 47.     (W)     SCALED    
 JX0578* NAVD 88     -       379.578  (meters)    1245.33   (feet)  ADJUSTED  
 JX0578  ___________________________________________________________________
 JX0578  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JX0578  DYNAMIC HT  -         379.355 (meters)    1244.60  (feet)  COMP
 JX0578  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 JX0578
 JX0578  VERT ORDER  -  SECOND    CLASS 0
 JX0578
 JX0578.The horizontal coordinates were scaled from a topographic map and have
 JX0578.an estimated accuracy of +/- 6 seconds.
 JX0578
 JX0578.The orthometric height was determined by differential leveling
 JX0578.and adjusted by the National Geodetic Survey in June 1991..
 JX0578
 JX0578.The geoid height was determined by GEOID03.
 JX0578
 JX0578.The dynamic height is computed by dividing the NAVD 88
 JX0578.geopotential number by the normal gravity value computed on the
 JX0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0578.degrees latitude (g = 980.6199 gals.).
 JX0578
 JX0578.The modeled gravity was interpolated from observed gravity values.
 JX0578
 JX0578;                    North         East    Units  Estimated Accuracy
 JX0578;SPC WV N     -   128,670.      494,470.      MT  (+/- 180 meters Scaled)
 JX0578
 JX0578                          SUPERSEDED SURVEY CONTROL
 JX0578
 JX0578  NGVD 29 (??/??/92)  379.734  (m)         1245.84   (f) ADJ UNCH    2 0
 JX0578
 JX0578.Superseded values are not recommended for survey control.
 JX0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0578.See file dsdata.txt to determine how the superseded data were derived.
 JX0578
 JX0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND231892(NAD 83)
 JX0578_MARKER: DB = BENCH MARK DISK
 JX0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0578_STAMPING: C 130 1957
 JX0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0578+STABILITY: SURFACE MOTION
 JX0578
 JX0578  HISTORY     - Date     Condition        Report By
 JX0578  HISTORY     - 1957     MONUMENTED       CGS
 JX0578
 JX0578                          STATION DESCRIPTION
 JX0578
 JX0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0578'2.2 MI SW FROM NEWDALE.
 JX0578'ABOUT 2.25 MILES SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO
 JX0578'NEW MARTINSVILLE FROM THE JUNCTION OF STATE HIGHWAY 89 AT NEWDALE,
 JX0578'ABOUT 0.45 MILE WEST OF THE POST OFFICE AT BEBEE, ON A SADDLE
 JX0578'BETWEEN TWO HILLS AND A POINT WHERE A DEEP VALLEY EXTENDS NORTH
 JX0578'AND SOUTH AWAY FROM ROAD, ON THE OUTSIDE OF A SHORT CURVE WITH
 JX0578'TANGENTS EXTENDING WEST AND SOUTHEAST, 26 FEET NORTHEAST OF
 JX0578'CENTER LINE OF ROAD, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET EAST
 JX0578'OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE
 JX0578'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0869 ***********************************************************************
 JX0869  DESIGNATION -  C 131
 JX0869  PID         -  JX0869
 JX0869  STATE/COUNTY-  WV/PLEASANTS
 JX0869  USGS QUAD   -  BENS RUN (1994)
 JX0869
 JX0869                         *CURRENT SURVEY CONTROL
 JX0869  ___________________________________________________________________
 JX0869* NAD 83(1986)-  39 27 05.     (N)    081 07 05.     (W)     SCALED    
 JX0869* NAVD 88     -       191.137  (meters)     627.09   (feet)  ADJUSTED  
 JX0869  ___________________________________________________________________
 JX0869  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JX0869  DYNAMIC HT  -         191.023 (meters)     626.71  (feet)  COMP
 JX0869  MODELED GRAV-     980,026.2   (mgal)                       NAVD 88
 JX0869
 JX0869  VERT ORDER  -  SECOND    CLASS 0
 JX0869
 JX0869.The horizontal coordinates were scaled from a topographic map and have
 JX0869.an estimated accuracy of +/- 6 seconds.
 JX0869
 JX0869.The orthometric height was determined by differential leveling
 JX0869.and adjusted by the National Geodetic Survey in June 1991..
 JX0869
 JX0869.The geoid height was determined by GEOID03.
 JX0869
 JX0869.The dynamic height is computed by dividing the NAVD 88
 JX0869.geopotential number by the normal gravity value computed on the
 JX0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0869.degrees latitude (g = 980.6199 gals.).
 JX0869
 JX0869.The modeled gravity was interpolated from observed gravity values.
 JX0869
 JX0869;                    North         East    Units  Estimated Accuracy
 JX0869;SPC WV N     -   106,870.      460,740.      MT  (+/- 180 meters Scaled)
 JX0869
 JX0869                          SUPERSEDED SURVEY CONTROL
 JX0869
 JX0869  NGVD 29 (??/??/92)  191.312  (m)          627.66   (f) ADJ UNCH    2 0
 JX0869
 JX0869.Superseded values are not recommended for survey control.
 JX0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0869.See file dsdata.txt to determine how the superseded data were derived.
 JX0869
 JX0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD898668(NAD 83)
 JX0869_MARKER: DB = BENCH MARK DISK
 JX0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0869_STAMPING: C 131 1957
 JX0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0869+STABILITY: SURFACE MOTION
 JX0869
 JX0869  HISTORY     - Date     Condition        Report By
 JX0869  HISTORY     - 1957     MONUMENTED       CGS
 JX0869  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0869
 JX0869                          STATION DESCRIPTION
 JX0869
 JX0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0869'1.2 MI SW FROM BENS RUN.
 JX0869'ABOUT 1.15 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0869'FROM THE JUNCTION OF STATE HIGHWAY 2 AND BENS RUN ROAD AT BENS
 JX0869'RUN, ABOUT 0.7 MILE SOUTHWEST OF THE TYLER-PLEASANTS COUNTY LINE,
 JX0869'96 FEET SOUTHEAST AND ACROSS STATE HIGHWAY 2 FROM THE SOUTHEAST
 JX0869'RAIL, 43 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY 2, 91 FEET
 JX0869'NORTHEAST OF A POWER LINE POLE, 71 FEET SOUTHWEST OF CENTER LINE
 JX0869'OF A DIM DRIVE NORTHEAST TO AN ABANDONED FARM HOUSE, 41 FEET
 JX0869'NORTHEAST OF NORTHEAST OF THE SOUTHEAST CONCRETE HEAD WALL OF AN
 JX0869'8-FOOT BOX CULVERT UNDER HIGHWAY OVER EAGLE RUN, 2 FEET SOUTHWEST
 JX0869'OF A CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY
 JX0869'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JX0869
 JX0869                          STATION RECOVERY (1983)
 JX0869
 JX0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0869'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF MARK
 JX0869'BEING FOUND, THE AREA IS COVERED WITH DENSE GROWTH AND MARK MAY
 JX0869'POSSIBLY BE COVERED, NO CONCRETE WITNESS POST WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0915 ***********************************************************************
 JX0915  DESIGNATION -  C 133
 JX0915  PID         -  JX0915
 JX0915  STATE/COUNTY-  WV/RITCHIE
 JX0915  USGS QUAD   -  CAIRO (1986)
 JX0915
 JX0915                         *CURRENT SURVEY CONTROL
 JX0915  ___________________________________________________________________
 JX0915* NAD 83(1986)-  39 14 16.     (N)    081 11 05.     (W)     SCALED    
 JX0915* NAVD 88     -       279.881  (meters)     918.24   (feet)  ADJUSTED  
 JX0915  ___________________________________________________________________
 JX0915  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JX0915  DYNAMIC HT  -         279.709 (meters)     917.68  (feet)  COMP
 JX0915  MODELED GRAV-     980,004.3   (mgal)                       NAVD 88
 JX0915
 JX0915  VERT ORDER  -  SECOND    CLASS 0
 JX0915
 JX0915.The horizontal coordinates were scaled from a topographic map and have
 JX0915.an estimated accuracy of +/- 6 seconds.
 JX0915
 JX0915.The orthometric height was determined by differential leveling
 JX0915.and adjusted by the National Geodetic Survey in June 1991..
 JX0915
 JX0915.The geoid height was determined by GEOID03.
 JX0915
 JX0915.The dynamic height is computed by dividing the NAVD 88
 JX0915.geopotential number by the normal gravity value computed on the
 JX0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0915.degrees latitude (g = 980.6199 gals.).
 JX0915
 JX0915.The modeled gravity was interpolated from observed gravity values.
 JX0915
 JX0915;                    North         East    Units  Estimated Accuracy
 JX0915;SPC WV N     -    83,270.      454,560.      MT  (+/- 180 meters Scaled)
 JX0915
 JX0915                          SUPERSEDED SURVEY CONTROL
 JX0915
 JX0915  NGVD 29 (??/??/92)  280.057  (m)          918.82   (f) ADJ UNCH    2 0
 JX0915
 JX0915.Superseded values are not recommended for survey control.
 JX0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0915.See file dsdata.txt to determine how the superseded data were derived.
 JX0915
 JX0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD840431(NAD 83)
 JX0915_MARKER: DB = BENCH MARK DISK
 JX0915_SETTING: 66 = SET IN ROCK OUTCROP
 JX0915_SP_SET: ROCK CUT
 JX0915_STAMPING: C 133 1957
 JX0915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0915+STABILITY: POSITION/ELEVATION WELL
 JX0915
 JX0915  HISTORY     - Date     Condition        Report By
 JX0915  HISTORY     - 1957     MONUMENTED       CGS
 JX0915
 JX0915                          STATION DESCRIPTION
 JX0915
 JX0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0915'2.8 MI NW FROM CAIRO.
 JX0915'ABOUT 2.8 MILES NORTHWEST ALONG STATE HIGHWAY 31 FROM THE
 JX0915'BALTIMORE AND OHIO RAILROAD STATION AT CAIRO, ABOUT 2.45 MILES
 JX0915'SOUTHEAST ALONG HIGHWAY 31 FROM THE JUNCTION OF U.S. HIGHWAY 50
 JX0915'AT NUTTER FARM, ON A GRADE DECENDING SOUTHEAST, SET VERTICALLY IN
 JX0915'FACE OF A ROCK CUT, 25 FEET WEST OF CENTER LINE OF HIGHWAY, 86
 JX0915'FEET NORTH-NORTHWEST OF NORTH END OF GUARD RAIL ALONG WEST SIDE
 JX0915'OF A SHORT DEEP FILL, 69 FEET NORTHWEST AND ACROSS HIGHWAY FROM
 JX0915'TELEPHONE POLE NO. 80, 8 FEET NORTH-NORTHWEST AND ABOUT 1/2
 JX0915'FOOT ABOVE A 12-INCH TRIANGLE CHISELED IN FACE OF ROCK LEDGE,
 JX0915'ABOUT 0.2 MILE SOUTHEAST OF TOP OF GRADE AND ABOUT 4 1/2 FEET
 JX0915'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1032 ***********************************************************************
 JX1032  DESIGNATION -  C 134
 JX1032  PID         -  JX1032
 JX1032  STATE/COUNTY-  WV/PLEASANTS
 JX1032  USGS QUAD   -  SCHULTZ (1975)
 JX1032
 JX1032                         *CURRENT SURVEY CONTROL
 JX1032  ___________________________________________________________________
 JX1032* NAD 83(1986)-  39 22 27.     (N)    081 09 34.     (W)     SCALED    
 JX1032* NAVD 88     -       347.326  (meters)    1139.52   (feet)  ADJUSTED  
 JX1032  ___________________________________________________________________
 JX1032  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JX1032  DYNAMIC HT  -         347.115 (meters)    1138.83  (feet)  COMP
 JX1032  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 JX1032
 JX1032  VERT ORDER  -  SECOND    CLASS 0
 JX1032
 JX1032.The horizontal coordinates were scaled from a topographic map and have
 JX1032.an estimated accuracy of +/- 6 seconds.
 JX1032
 JX1032.The orthometric height was determined by differential leveling
 JX1032.and adjusted by the National Geodetic Survey in June 1991..
 JX1032
 JX1032.The geoid height was determined by GEOID03.
 JX1032
 JX1032.The dynamic height is computed by dividing the NAVD 88
 JX1032.geopotential number by the normal gravity value computed on the
 JX1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1032.degrees latitude (g = 980.6199 gals.).
 JX1032
 JX1032.The modeled gravity was interpolated from observed gravity values.
 JX1032
 JX1032;                    North         East    Units  Estimated Accuracy
 JX1032;SPC WV N     -    98,370.      457,020.      MT  (+/- 180 meters Scaled)
 JX1032
 JX1032                          SUPERSEDED SURVEY CONTROL
 JX1032
 JX1032  NGVD 29 (??/??/92)  347.486  (m)         1140.04   (f) ADJ UNCH    2 0
 JX1032
 JX1032.Superseded values are not recommended for survey control.
 JX1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1032.See file dsdata.txt to determine how the superseded data were derived.
 JX1032
 JX1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD862583(NAD 83)
 JX1032_MARKER: DB = BENCH MARK DISK
 JX1032_SETTING: 66 = SET IN ROCK OUTCROP
 JX1032_SP_SET: ROCK LEDGE
 JX1032_STAMPING: C 134 1957
 JX1032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1032+STABILITY: POSITION/ELEVATION WELL
 JX1032
 JX1032  HISTORY     - Date     Condition        Report By
 JX1032  HISTORY     - 1957     MONUMENTED       CGS
 JX1032
 JX1032                          STATION DESCRIPTION
 JX1032
 JX1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1032'6.6 MI NW FROM FINCH.
 JX1032'ABOUT 6.55 MILES NORTHWEST ALONG U.S. HIGHWAY ALTERNATE 50 FROM
 JX1032'THE MT. OLIVET METHODIST CHURCH AND CEMETERY AT FINCH, ABOUT 3.45
 JX1032'MILES SOUTHEAST ALONG HIGHWAY ALTERNATE 50 FROM JUNCTION OF
 JX1032'STATE HIGHWAY 2 AT ST. MARYS, ON THE OUTSIDE OF A SHARP CURVE,
 JX1032'IN THE TOP OF AN OUTCROPPING SANDSTONE LEDGE, 47 FEET NORTH AND
 JX1032'ACROSS A DRIVE FROM CENTER LINE OF HIGHWAY, 75 FEET EAST OF
 JX1032'EAST END OF NORTH HEAD WALL OF A 24-INCH PIPE CULVERT UNDER
 JX1032'HIGHWAY, 9 1/2 FEET NORTH OF CENTER LINE OF A DRIVE LEADING
 JX1032'TO ROBERT E. DRINKO RESIDENCE, 6 FEET EAST AND ABOUT 1/2 FOOT
 JX1032'ABOVE A 12-INCH TRIANGLE CHISELED IN FACE OF LEDGE AND ABOUT
 JX1032'3 FEET ABOVE LEVEL OF DRIVE AND ABOUT 10 FEET ABOVE LEVEL OF
 JX1032'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0382 ***********************************************************************
 JX0382  DESIGNATION -  C 135
 JX0382  PID         -  JX0382
 JX0382  STATE/COUNTY-  WV/TYLER
 JX0382  USGS QUAD   -  SHIRLEY (1989)
 JX0382
 JX0382                         *CURRENT SURVEY CONTROL
 JX0382  ___________________________________________________________________
 JX0382* NAD 83(1986)-  39 24 16.     (N)    080 47 14.     (W)     SCALED    
 JX0382* NAVD 88     -       222.679  (meters)     730.57   (feet)  ADJUSTED  
 JX0382  ___________________________________________________________________
 JX0382  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JX0382  DYNAMIC HT  -         222.546 (meters)     730.14  (feet)  COMP
 JX0382  MODELED GRAV-     980,021.5   (mgal)                       NAVD 88
 JX0382
 JX0382  VERT ORDER  -  SECOND    CLASS 0
 JX0382
 JX0382.The horizontal coordinates were scaled from a topographic map and have
 JX0382.an estimated accuracy of +/- 6 seconds.
 JX0382
 JX0382.The orthometric height was determined by differential leveling
 JX0382.and adjusted by the National Geodetic Survey in June 1991..
 JX0382
 JX0382.The geoid height was determined by GEOID03.
 JX0382
 JX0382.The dynamic height is computed by dividing the NAVD 88
 JX0382.geopotential number by the normal gravity value computed on the
 JX0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0382.degrees latitude (g = 980.6199 gals.).
 JX0382
 JX0382.The modeled gravity was interpolated from observed gravity values.
 JX0382
 JX0382;                    North         East    Units  Estimated Accuracy
 JX0382;SPC WV N     -   101,200.      489,140.      MT  (+/- 180 meters Scaled)
 JX0382
 JX0382                          SUPERSEDED SURVEY CONTROL
 JX0382
 JX0382  NGVD 29 (??/??/92)  222.842  (m)          731.11   (f) ADJ UNCH    2 0
 JX0382
 JX0382.Superseded values are not recommended for survey control.
 JX0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0382.See file dsdata.txt to determine how the superseded data were derived.
 JX0382
 JX0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND183616(NAD 83)
 JX0382_MARKER: DB = BENCH MARK DISK
 JX0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0382_SP_SET: BRIDGE
 JX0382_STAMPING: C 135 1957
 JX0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0382
 JX0382  HISTORY     - Date     Condition        Report By
 JX0382  HISTORY     - 1957     MONUMENTED       CGS
 JX0382
 JX0382                          STATION DESCRIPTION
 JX0382
 JX0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0382'1.9 MI NW FROM SHIRLEY.
 JX0382'ABOUT 1.9 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE POST
 JX0382'OFFICE AT SHIRLEY, IN THE TOP OF THE EAST END OF EAST STONE
 JX0382'WING WALL OF A STEEL BRIDGE OVER MC ELROY CREEK, 97 FEET SOUTH
 JX0382'OF CENTER LINE OF HIGHWAY, 15 FEET SOUTHEAST OF CENTER LINE OF
 JX0382'A ROAD LEADING TO WILBUR, 2 FEET WEST OF EAST END OF WING WALL
 JX0382'AND ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.  NOTE-- BRIDGE IS ON
 JX0382'THE ROAD LEADING SOUTHWEST TO WILBUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0581 ***********************************************************************
 JX0581  DESIGNATION -  C 136
 JX0581  PID         -  JX0581
 JX0581  STATE/COUNTY-  WV/TYLER
 JX0581  USGS QUAD   -  PADEN CITY (1994)
 JX0581
 JX0581                         *CURRENT SURVEY CONTROL
 JX0581  ___________________________________________________________________
 JX0581* NAD 83(1986)-  39 33 25.     (N)    080 59 14.     (W)     SCALED    
 JX0581* NAVD 88     -       233.609  (meters)     766.43   (feet)  ADJUSTED  
 JX0581  ___________________________________________________________________
 JX0581  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JX0581  DYNAMIC HT  -         233.473 (meters)     765.99  (feet)  COMP
 JX0581  MODELED GRAV-     980,038.1   (mgal)                       NAVD 88
 JX0581
 JX0581  VERT ORDER  -  SECOND    CLASS 0
 JX0581
 JX0581.The horizontal coordinates were scaled from a topographic map and have
 JX0581.an estimated accuracy of +/- 6 seconds.
 JX0581
 JX0581.The orthometric height was determined by differential leveling
 JX0581.and adjusted by the National Geodetic Survey in June 1991..
 JX0581
 JX0581.The geoid height was determined by GEOID03.
 JX0581
 JX0581.The dynamic height is computed by dividing the NAVD 88
 JX0581.geopotential number by the normal gravity value computed on the
 JX0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0581.degrees latitude (g = 980.6199 gals.).
 JX0581
 JX0581.The modeled gravity was interpolated from observed gravity values.
 JX0581
 JX0581;                    North         East    Units  Estimated Accuracy
 JX0581;SPC WV N     -   118,400.      472,200.      MT  (+/- 180 meters Scaled)
 JX0581
 JX0581                          SUPERSEDED SURVEY CONTROL
 JX0581
 JX0581  NGVD 29 (??/??/92)  233.765  (m)          766.94   (f) ADJ UNCH    2 0
 JX0581
 JX0581.Superseded values are not recommended for survey control.
 JX0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0581.See file dsdata.txt to determine how the superseded data were derived.
 JX0581
 JX0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND010785(NAD 83)
 JX0581_MARKER: DB = BENCH MARK DISK
 JX0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0581_SP_SET: CULVERT
 JX0581_STAMPING: C 136 1957
 JX0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0581
 JX0581  HISTORY     - Date     Condition        Report By
 JX0581  HISTORY     - 1957     MONUMENTED       CGS
 JX0581  HISTORY     - 1983     GOOD             NGS
 JX0581
 JX0581                          STATION DESCRIPTION
 JX0581
 JX0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0581'0.9 MI SE FROM SISTERVILLE.
 JX0581'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE POST
 JX0581'OFFICE AT SISTERVILLE, AT THE JUNCTION OF A GRAVEL ROAD NORTHEAST
 JX0581'AND AT A HORSESHOE CURVE IN HIGHWAY, IN THE TOP OF THE EAST END
 JX0581'OF NORTH CONCRETE HEAD WALL OF A 6-FOOT CONCRETE CULVERT UNDER
 JX0581'HIGHWAY, 20 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 21 FEET
 JX0581'NORTHWEST OF CENTER LINE OF GRAVEL ROAD, 1 FOOT WEST OF EAST END
 JX0581'OF HEAD WALL AND 1 FOOT BELOW LEVEL OF HIGHWAY.
 JX0581
 JX0581                          STATION RECOVERY (1983)
 JX0581
 JX0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0422 ***********************************************************************
 JX0422  DESIGNATION -  C 137
 JX0422  PID         -  JX0422
 JX0422  STATE/COUNTY-  WV/TYLER
 JX0422  USGS QUAD   -  CENTER POINT (1976)
 JX0422
 JX0422                         *CURRENT SURVEY CONTROL
 JX0422  ___________________________________________________________________
 JX0422* NAD 83(1986)-  39 29 26.     (N)    080 44 08.     (W)     SCALED    
 JX0422* NAVD 88     -       356.645  (meters)    1170.09   (feet)  ADJUSTED  
 JX0422  ___________________________________________________________________
 JX0422  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JX0422  DYNAMIC HT  -         356.437 (meters)    1169.41  (feet)  COMP
 JX0422  MODELED GRAV-     980,033.2   (mgal)                       NAVD 88
 JX0422
 JX0422  VERT ORDER  -  SECOND    CLASS 0
 JX0422
 JX0422.The horizontal coordinates were scaled from a topographic map and have
 JX0422.an estimated accuracy of +/- 6 seconds.
 JX0422
 JX0422.The orthometric height was determined by differential leveling
 JX0422.and adjusted by the National Geodetic Survey in June 1991..
 JX0422
 JX0422.The geoid height was determined by GEOID03.
 JX0422
 JX0422.The dynamic height is computed by dividing the NAVD 88
 JX0422.geopotential number by the normal gravity value computed on the
 JX0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0422.degrees latitude (g = 980.6199 gals.).
 JX0422
 JX0422.The modeled gravity was interpolated from observed gravity values.
 JX0422
 JX0422;                    North         East    Units  Estimated Accuracy
 JX0422;SPC WV N     -   110,700.      493,720.      MT  (+/- 180 meters Scaled)
 JX0422
 JX0422                          SUPERSEDED SURVEY CONTROL
 JX0422
 JX0422  NGVD 29 (??/??/92)  356.809  (m)         1170.63   (f) ADJ UNCH    2 0
 JX0422
 JX0422.Superseded values are not recommended for survey control.
 JX0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0422.See file dsdata.txt to determine how the superseded data were derived.
 JX0422
 JX0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND227712(NAD 83)
 JX0422_MARKER: DB = BENCH MARK DISK
 JX0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0422_STAMPING: C 137 1957
 JX0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0422+STABILITY: SURFACE MOTION
 JX0422
 JX0422  HISTORY     - Date     Condition        Report By
 JX0422  HISTORY     - 1957     MONUMENTED       CGS
 JX0422
 JX0422                          STATION DESCRIPTION
 JX0422
 JX0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0422'1.6 MI S FROM ATWOOD.
 JX0422'ABOUT 1.6 MILES SOUTH ALONG A ROAD WHICH ROUGHLY FOLLOWS THE
 JX0422'WETZEL-TYLER COUNTY LINE  FROM THE JUNCTION OF CROW RUN ROAD AT
 JX0422'ATWOOD, THENCE ABOUT 0.05 MILE SOUTH ALONG A ROAD LEADING TO LINK,
 JX0422'230 FEET SOUTH OF CENTER OF JUNCTION, 17 FEET WEST-SOUTHWEST
 JX0422'OF CENTER LINE OF ROAD, 234 FEET SOUTH OF A BLACK AND WHITE PIPE
 JX0422'LINE MARKER, 35 FEET NORTHWEST AND ACROSS ROAD FROM A 30-INCH WHITE
 JX0422'OAK TREE, 15 FEET EAST OF A POWER POLE, 1 FOOT EAST-NORTHEAST OF
 JX0422'A FENCE AROUND A PEACH ORCHARD, 2 FEET SOUTH OF A CONCRETE
 JX0422'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP
 JX0422'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0480 ***********************************************************************
 JX0480  DESIGNATION -  C 138 BORR
 JX0480  PID         -  JX0480
 JX0480  STATE/COUNTY-  WV/MARSHALL
 JX0480  USGS QUAD   -  POWHATAN POINT (1984)
 JX0480
 JX0480                         *CURRENT SURVEY CONTROL
 JX0480  ___________________________________________________________________
 JX0480* NAD 83(1986)-  39 48 30.     (N)    080 48 56.     (W)     SCALED    
 JX0480* NAVD 88     -       194.380  (meters)     637.73   (feet)  ADJUSTED  
 JX0480  ___________________________________________________________________
 JX0480  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JX0480  DYNAMIC HT  -         194.271 (meters)     637.37  (feet)  COMP
 JX0480  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 JX0480
 JX0480  VERT ORDER  -  FIRST     CLASS II
 JX0480
 JX0480.The horizontal coordinates were scaled from a topographic map and have
 JX0480.an estimated accuracy of +/- 6 seconds.
 JX0480
 JX0480.The orthometric height was determined by differential leveling
 JX0480.and adjusted by the National Geodetic Survey in June 1991..
 JX0480
 JX0480.The geoid height was determined by GEOID03.
 JX0480
 JX0480.The dynamic height is computed by dividing the NAVD 88
 JX0480.geopotential number by the normal gravity value computed on the
 JX0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0480.degrees latitude (g = 980.6199 gals.).
 JX0480
 JX0480.The modeled gravity was interpolated from observed gravity values.
 JX0480
 JX0480;                    North         East    Units  Estimated Accuracy
 JX0480;SPC WV N     -   146,070.      487,360.      MT  (+/- 180 meters Scaled)
 JX0480
 JX0480                          SUPERSEDED SURVEY CONTROL
 JX0480
 JX0480  NGVD 29 (??/??/92)  194.518  (m)          638.18   (f) ADJ UNCH    1 2
 JX0480
 JX0480.Superseded values are not recommended for survey control.
 JX0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0480.See file dsdata.txt to determine how the superseded data were derived.
 JX0480
 JX0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE157065(NAD 83)
 JX0480_MARKER: B = BOLT
 JX0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0480_SP_SET: BRIDGE
 JX0480_STAMPING: C 138 1957
 JX0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0480
 JX0480  HISTORY     - Date     Condition        Report By
 JX0480  HISTORY     - 1957     MONUMENTED       BORR
 JX0480  HISTORY     - 1957     GOOD             NGS
 JX0480  HISTORY     - 1983     GOOD             NGS
 JX0480
 JX0480                          STATION DESCRIPTION
 JX0480
 JX0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0480'AT WOODLANDS.
 JX0480'AT WOODLANDS, ALONG THE BALTIMORE AND OHIO RAILROAD, NEAR MILEAGE
 JX0480'POLE NO. 23+3, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 JX0480'ABUTMENT OF RAILROAD BRIDGE NO. 230 OVER FISH CREEK, 12 FEET
 JX0480'SOUTHEAST OF SOUTHEAST RAIL, 1 FOOT NORTHWEST OF SOUTHEAST END
 JX0480'OF ABUTMENT AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
 JX0480
 JX0480                          STATION RECOVERY (1983)
 JX0480
 JX0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0648 ***********************************************************************
 JX0648  DESIGNATION -  C 139
 JX0648  PID         -  JX0648
 JX0648  STATE/COUNTY-  WV/WETZEL
 JX0648  USGS QUAD   -  PORTERS FALLS (1976)
 JX0648
 JX0648                         *CURRENT SURVEY CONTROL
 JX0648  ___________________________________________________________________
 JX0648* NAD 83(1986)-  39 34 19.     (N)    080 48 23.     (W)     SCALED    
 JX0648* NAVD 88     -       223.097  (meters)     731.94   (feet)  ADJUSTED  
 JX0648  ___________________________________________________________________
 JX0648  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JX0648  DYNAMIC HT  -         222.967 (meters)     731.52  (feet)  COMP
 JX0648  MODELED GRAV-     980,041.0   (mgal)                       NAVD 88
 JX0648
 JX0648  VERT ORDER  -  SECOND    CLASS 0
 JX0648
 JX0648.The horizontal coordinates were scaled from a topographic map and have
 JX0648.an estimated accuracy of +/- 6 seconds.
 JX0648
 JX0648.The orthometric height was determined by differential leveling
 JX0648.and adjusted by the National Geodetic Survey in June 1991..
 JX0648
 JX0648.The geoid height was determined by GEOID03.
 JX0648
 JX0648.The dynamic height is computed by dividing the NAVD 88
 JX0648.geopotential number by the normal gravity value computed on the
 JX0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0648.degrees latitude (g = 980.6199 gals.).
 JX0648
 JX0648.The modeled gravity was interpolated from observed gravity values.
 JX0648
 JX0648;                    North         East    Units  Estimated Accuracy
 JX0648;SPC WV N     -   119,820.      487,760.      MT  (+/- 180 meters Scaled)
 JX0648
 JX0648                          SUPERSEDED SURVEY CONTROL
 JX0648
 JX0648  NGVD 29 (??/??/92)  223.258  (m)          732.47   (f) ADJ UNCH    2 0
 JX0648
 JX0648.Superseded values are not recommended for survey control.
 JX0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0648.See file dsdata.txt to determine how the superseded data were derived.
 JX0648
 JX0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND166802(NAD 83)
 JX0648_MARKER: DB = BENCH MARK DISK
 JX0648_SETTING: 66 = SET IN ROCK OUTCROP
 JX0648_SP_SET: ROCK CLIFF
 JX0648_STAMPING: C 139 1957
 JX0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0648+STABILITY: POSITION/ELEVATION WELL
 JX0648
 JX0648  HISTORY     - Date     Condition        Report By
 JX0648  HISTORY     - 1957     MONUMENTED       CGS
 JX0648
 JX0648                          STATION DESCRIPTION
 JX0648
 JX0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0648'1.5 MI S FROM MINNIE.
 JX0648'ABOUT 1.5 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CROSSING
 JX0648'OF THE BALTIMORE AND OHIO RAILROAD AT MINNIE, ABOUT 0.6 MILE
 JX0648'SOUTHEAST OF CHURCH OF GOD, ABOUT 120 YARDS SOUTH OF JUNCTION
 JX0648'OF A DRIVE WEST TO A HOUSE, SET VERTICALLY IN THE WEST FACE OF A
 JX0648'LONG ROCK CLIFF, 30 FEET EAST OF CENTER LINE OF ROAD AND ABOUT 4
 JX0648'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0624 ***********************************************************************
 JX0624  DESIGNATION -  C 140
 JX0624  PID         -  JX0624
 JX0624  STATE/COUNTY-  WV/WETZEL
 JX0624  USGS QUAD   -  PINE GROVE (1976)
 JX0624
 JX0624                         *CURRENT SURVEY CONTROL
 JX0624  ___________________________________________________________________
 JX0624* NAD 83(1986)-  39 33 14.     (N)    080 43 19.     (W)     SCALED    
 JX0624* NAVD 88     -       217.732  (meters)     714.34   (feet)  ADJUSTED  
 JX0624  ___________________________________________________________________
 JX0624  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JX0624  DYNAMIC HT  -         217.605 (meters)     713.93  (feet)  COMP
 JX0624  MODELED GRAV-     980,036.3   (mgal)                       NAVD 88
 JX0624
 JX0624  VERT ORDER  -  SECOND    CLASS 0
 JX0624
 JX0624.The horizontal coordinates were scaled from a topographic map and have
 JX0624.an estimated accuracy of +/- 6 seconds.
 JX0624
 JX0624.The orthometric height was determined by differential leveling
 JX0624.and adjusted by the National Geodetic Survey in June 1991..
 JX0624
 JX0624.The geoid height was determined by GEOID03.
 JX0624
 JX0624.The dynamic height is computed by dividing the NAVD 88
 JX0624.geopotential number by the normal gravity value computed on the
 JX0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0624.degrees latitude (g = 980.6199 gals.).
 JX0624
 JX0624.The modeled gravity was interpolated from observed gravity values.
 JX0624
 JX0624;                    North         East    Units  Estimated Accuracy
 JX0624;SPC WV N     -   117,710.      494,990.      MT  (+/- 180 meters Scaled)
 JX0624
 JX0624                          SUPERSEDED SURVEY CONTROL
 JX0624
 JX0624  NGVD 29 (??/??/92)  217.894  (m)          714.87   (f) ADJ UNCH    2 0
 JX0624
 JX0624.Superseded values are not recommended for survey control.
 JX0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0624.See file dsdata.txt to determine how the superseded data were derived.
 JX0624
 JX0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND238782(NAD 83)
 JX0624_MARKER: DB = BENCH MARK DISK
 JX0624_SETTING: 66 = SET IN ROCK OUTCROP
 JX0624_SP_SET: ROCK CUT
 JX0624_STAMPING: C 140 1957
 JX0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0624+STABILITY: POSITION/ELEVATION WELL
 JX0624
 JX0624  HISTORY     - Date     Condition        Report By
 JX0624  HISTORY     - 1957     MONUMENTED       CGS
 JX0624
 JX0624                          STATION DESCRIPTION
 JX0624
 JX0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0624'1.4 MI SE FROM READER.
 JX0624'ABOUT 0.65 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0624'FROM THE STATION AT READER, THENCE ABOUT 0.75 MILE SOUTH ALONG
 JX0624'CROW RUN ROAD, ABOUT 56 YARDS SOUTH OF A SMALL STEEL FOOT
 JX0624'BRIDGE OVER CROW RUN, SET VERTICALLY IN THE WEST FACE OF A
 JX0624'PROJECTION OF ROCK IN A CUT, 9 FEET EAST OF CENTER LINE OF ROAD
 JX0624'AND ABOUT 2 FEET ABOVE GROUND AND LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0413 ***********************************************************************
 JX0413  DESIGNATION -  C 141
 JX0413  PID         -  JX0413
 JX0413  STATE/COUNTY-  WV/TYLER
 JX0413  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0413
 JX0413                         *CURRENT SURVEY CONTROL
 JX0413  ___________________________________________________________________
 JX0413* NAD 83(1986)-  39 24 45.     (N)    080 57 55.     (W)     SCALED    
 JX0413* NAVD 88     -       246.397  (meters)     808.39   (feet)  ADJUSTED  
 JX0413  ___________________________________________________________________
 JX0413  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JX0413  DYNAMIC HT  -         246.248 (meters)     807.90  (feet)  COMP
 JX0413  MODELED GRAV-     980,018.7   (mgal)                       NAVD 88
 JX0413
 JX0413  VERT ORDER  -  SECOND    CLASS 0
 JX0413
 JX0413.The horizontal coordinates were scaled from a topographic map and have
 JX0413.an estimated accuracy of +/- 6 seconds.
 JX0413
 JX0413.The orthometric height was determined by differential leveling
 JX0413.and adjusted by the National Geodetic Survey in June 1991..
 JX0413
 JX0413.The geoid height was determined by GEOID03.
 JX0413
 JX0413.The dynamic height is computed by dividing the NAVD 88
 JX0413.geopotential number by the normal gravity value computed on the
 JX0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0413.degrees latitude (g = 980.6199 gals.).
 JX0413
 JX0413.The modeled gravity was interpolated from observed gravity values.
 JX0413
 JX0413;                    North         East    Units  Estimated Accuracy
 JX0413;SPC WV N     -   102,330.      473,820.      MT  (+/- 180 meters Scaled)
 JX0413
 JX0413                          SUPERSEDED SURVEY CONTROL
 JX0413
 JX0413  NGVD 29 (??/??/92)  246.565  (m)          808.94   (f) ADJ UNCH    2 0
 JX0413
 JX0413.Superseded values are not recommended for survey control.
 JX0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0413.See file dsdata.txt to determine how the superseded data were derived.
 JX0413
 JX0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND029625(NAD 83)
 JX0413_MARKER: DB = BENCH MARK DISK
 JX0413_SETTING: 66 = SET IN ROCK OUTCROP
 JX0413_SP_SET: LEDGE
 JX0413_STAMPING: C 141 1957
 JX0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0413+STABILITY: POSITION/ELEVATION WELL
 JX0413
 JX0413  HISTORY     - Date     Condition        Report By
 JX0413  HISTORY     - 1957     MONUMENTED       CGS
 JX0413  HISTORY     - 1982     GOOD             NGS
 JX0413
 JX0413                          STATION DESCRIPTION
 JX0413
 JX0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0413'0.5 MI E FROM WICK.
 JX0413'ABOUT 0.5 MILE EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 JX0413'AND HADLEY STORE AT WICK, IN THE TOP OF A LEDGE OF A PROMINENT
 JX0413'ROCK CUT, 15 FEET NORTH OF CENTER LINE OF ROAD, 3/4 FEET NORTH AND
 JX0413'1/2 FOOT ABOVE A 12-INCH CUT IN FACE OF LEDGE AND ABOUT 2 FEET
 JX0413'ABOVE LEVEL OF ROAD.
 JX0413
 JX0413                          STATION RECOVERY (1982)
 JX0413
 JX0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JX0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0341 ***********************************************************************
 JX0341  DESIGNATION -  C 142
 JX0341  PID         -  JX0341
 JX0341  STATE/COUNTY-  WV/TYLER
 JX0341  USGS QUAD   -  SHIRLEY (1989)
 JX0341
 JX0341                         *CURRENT SURVEY CONTROL
 JX0341  ___________________________________________________________________
 JX0341* NAD 83(1986)-  39 23 14.     (N)    080 51 52.     (W)     SCALED    
 JX0341* NAVD 88     -       222.904  (meters)     731.31   (feet)  ADJUSTED  
 JX0341  ___________________________________________________________________
 JX0341  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JX0341  DYNAMIC HT  -         222.771 (meters)     730.87  (feet)  COMP
 JX0341  MODELED GRAV-     980,021.6   (mgal)                       NAVD 88
 JX0341
 JX0341  VERT ORDER  -  SECOND    CLASS 0
 JX0341
 JX0341.The horizontal coordinates were scaled from a topographic map and have
 JX0341.an estimated accuracy of +/- 6 seconds.
 JX0341
 JX0341.The orthometric height was determined by differential leveling
 JX0341.and adjusted by the National Geodetic Survey in June 1991..
 JX0341
 JX0341.The geoid height was determined by GEOID03.
 JX0341
 JX0341.The dynamic height is computed by dividing the NAVD 88
 JX0341.geopotential number by the normal gravity value computed on the
 JX0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0341.degrees latitude (g = 980.6199 gals.).
 JX0341
 JX0341.The modeled gravity was interpolated from observed gravity values.
 JX0341
 JX0341;                    North         East    Units  Estimated Accuracy
 JX0341;SPC WV N     -    99,390.      482,460.      MT  (+/- 180 meters Scaled)
 JX0341
 JX0341                          SUPERSEDED SURVEY CONTROL
 JX0341
 JX0341  NGVD 29 (??/??/92)  223.071  (m)          731.86   (f) ADJ UNCH    2 0
 JX0341
 JX0341.Superseded values are not recommended for survey control.
 JX0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0341.See file dsdata.txt to determine how the superseded data were derived.
 JX0341
 JX0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND116597(NAD 83)
 JX0341_MARKER: DB = BENCH MARK DISK
 JX0341_SETTING: 66 = SET IN ROCK OUTCROP
 JX0341_SP_SET: LEDGE
 JX0341_STAMPING: C 142 1957
 JX0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0341+STABILITY: POSITION/ELEVATION WELL
 JX0341
 JX0341  HISTORY     - Date     Condition        Report By
 JX0341  HISTORY     - 1957     MONUMENTED       CGS
 JX0341
 JX0341                          STATION DESCRIPTION
 JX0341
 JX0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0341'4.3 MI SW FROM TYLER.
 JX0341'ABOUT 4.3 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE
 JX0341'JUNCTION OF STATE HIGHWAY 23 AT TYLER, IN THE TOP OF AN OUTCROPPING
 JX0341'ROCK LEDGE ABOUT 6 BY 3 FEET, 29 FEET NORTHWEST OF CENTER LINE
 JX0341'OF HIGHWAY, 34 FEET NORTH OF CENTER OF INTERSECTION OF AN
 JX0341'EAST-WEST FARM DRIVE, 11 3/4 FEET WEST-SOUTHWEST AND 1 FOOT
 JX0341'ABOVE A 12-INCH TRIANGLE CUT IN FACE OF A ROCK LEDGE, 9 1/2
 JX0341'FEET NORTHWEST OF NORTHWEST END OF A 24-INCH METAL PIPE CULVERT
 JX0341'UNDER HIGHWAY AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0324 ***********************************************************************
 GY0324  DESIGNATION -  C 143
 GY0324  PID         -  GY0324
 GY0324  STATE/COUNTY-  WV/MINGO
 GY0324  USGS QUAD   -  DELBARTON (1976)
 GY0324
 GY0324                         *CURRENT SURVEY CONTROL
 GY0324  ___________________________________________________________________
 GY0324* NAD 83(1986)-  37 44 36.     (N)    082 12 56.     (W)     SCALED    
 GY0324* NAVD 88     -       210.597  (meters)     690.93   (feet)  ADJUSTED  
 GY0324  ___________________________________________________________________
 GY0324  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GY0324  DYNAMIC HT  -         210.442 (meters)     690.43  (feet)  COMP
 GY0324  MODELED GRAV-     979,890.1   (mgal)                       NAVD 88
 GY0324
 GY0324  VERT ORDER  -  SECOND    CLASS 0
 GY0324
 GY0324.The horizontal coordinates were scaled from a topographic map and have
 GY0324.an estimated accuracy of +/- 6 seconds.
 GY0324
 GY0324.The orthometric height was determined by differential leveling
 GY0324.and adjusted by the National Geodetic Survey in June 1991..
 GY0324
 GY0324.The geoid height was determined by GEOID03.
 GY0324
 GY0324.The dynamic height is computed by dividing the NAVD 88
 GY0324.geopotential number by the normal gravity value computed on the
 GY0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0324.degrees latitude (g = 980.6199 gals.).
 GY0324
 GY0324.The modeled gravity was interpolated from observed gravity values.
 GY0324
 GY0324;                    North         East    Units  Estimated Accuracy
 GY0324;SPC WV S     -    83,200.      492,870.      MT  (+/- 180 meters Scaled)
 GY0324
 GY0324                          SUPERSEDED SURVEY CONTROL
 GY0324
 GY0324  NGVD 29 (??/??/92)  210.821  (m)          691.67   (f) ADJ UNCH    2 0
 GY0324
 GY0324.Superseded values are not recommended for survey control.
 GY0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0324.See file dsdata.txt to determine how the superseded data were derived.
 GY0324
 GY0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB929780(NAD 83)
 GY0324_MARKER: DB = BENCH MARK DISK
 GY0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0324_SP_SET: BRIDGE
 GY0324_STAMPING: C 143 1957
 GY0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0324
 GY0324  HISTORY     - Date     Condition        Report By
 GY0324  HISTORY     - 1957     MONUMENTED       CGS
 GY0324
 GY0324                          STATION DESCRIPTION
 GY0324
 GY0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0324'3.8 MI NW FROM DELBARTON.
 GY0324'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 65 S FROM THE
 GY0324'BAPTIST CHURCH AT DELBARTON, ABOUT 3.25 MILES SOUTHEAST OF
 GY0324'JUNCTION OF STATE HIGHWAY 65 AT BELO, IN THE TOP OF EAST END OF
 GY0324'SOUTH CONCRETE HEAD WALL OF A 45-FOOT BRIDGE OVER HELL CREEK, 9
 GY0324'FEET SOUTH OF CENTER LINE OF HIGHWAY, 1 1/2 FEET WEST OF EAST
 GY0324'END OF HEAD WALL AND 1 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0308 ***********************************************************************
 GY0308  DESIGNATION -  C 144
 GY0308  PID         -  GY0308
 GY0308  STATE/COUNTY-  WV/LOGAN
 GY0308  USGS QUAD   -  HOLDEN (1989)
 GY0308
 GY0308                         *CURRENT SURVEY CONTROL
 GY0308  ___________________________________________________________________
 GY0308* NAD 83(1986)-  37 45 31.     (N)    082 02 01.     (W)     SCALED    
 GY0308* NAVD 88     -       277.432  (meters)     910.21   (feet)  ADJUSTED  
 GY0308  ___________________________________________________________________
 GY0308  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GY0308  DYNAMIC HT  -         277.227 (meters)     909.54  (feet)  COMP
 GY0308  MODELED GRAV-     979,882.7   (mgal)                       NAVD 88
 GY0308
 GY0308  VERT ORDER  -  SECOND    CLASS 0
 GY0308
 GY0308.The horizontal coordinates were scaled from a topographic map and have
 GY0308.an estimated accuracy of +/- 6 seconds.
 GY0308
 GY0308.The orthometric height was determined by differential leveling
 GY0308.and adjusted by the National Geodetic Survey in June 1991..
 GY0308
 GY0308.The geoid height was determined by GEOID03.
 GY0308
 GY0308.The dynamic height is computed by dividing the NAVD 88
 GY0308.geopotential number by the normal gravity value computed on the
 GY0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0308.degrees latitude (g = 980.6199 gals.).
 GY0308
 GY0308.The modeled gravity was interpolated from observed gravity values.
 GY0308
 GY0308;                    North         East    Units  Estimated Accuracy
 GY0308;SPC WV S     -    84,710.      508,930.      MT  (+/- 180 meters Scaled)
 GY0308
 GY0308                          SUPERSEDED SURVEY CONTROL
 GY0308
 GY0308  NGVD 29 (??/??/92)  277.646  (m)          910.91   (f) ADJ UNCH    2 0
 GY0308
 GY0308.Superseded values are not recommended for survey control.
 GY0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0308.See file dsdata.txt to determine how the superseded data were derived.
 GY0308
 GY0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB089795(NAD 83)
 GY0308_MARKER: DB = BENCH MARK DISK
 GY0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0308_SP_SET: CULVERT
 GY0308_STAMPING: C 144 1957
 GY0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0308
 GY0308  HISTORY     - Date     Condition        Report By
 GY0308  HISTORY     - 1957     MONUMENTED       CGS
 GY0308
 GY0308                          STATION DESCRIPTION
 GY0308
 GY0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0308'2 MI W FROM OMAR.
 GY0308'ABOUT 2.05 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GY0308'FROM THE HIGH SCHOOL AT OMAR, 10 3/4 RAILS WEST OF MILE POST 2,
 GY0308'IN THE TOP OF EAST END OF SOUTH HEAD WALL OF A 3-FOOT CONCRETE
 GY0308'BOX CULVERT UNDER TRACK, 11 1/2 FEET SOUTH OF SOUTH RAIL, 1/2
 GY0308'FOOT WEST OF EAST END OF HEAD WALL AND 3 1/2 FEET BELOW LEVEL OF
 GY0308'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2246 ***********************************************************************
 GX2246  DESIGNATION -  C 145
 GX2246  PID         -  GX2246
 GX2246  STATE/COUNTY-  WV/LOGAN
 GX2246  USGS QUAD   -  LOGAN (1989)
 GX2246
 GX2246                         *CURRENT SURVEY CONTROL
 GX2246  ___________________________________________________________________
 GX2246* NAD 83(1986)-  37 48 35.     (N)    081 58 55.     (W)     SCALED    
 GX2246* NAVD 88     -       219.460  (meters)     720.01   (feet)  ADJUSTED  
 GX2246  ___________________________________________________________________
 GX2246  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GX2246  DYNAMIC HT  -         219.300 (meters)     719.49  (feet)  COMP
 GX2246  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 GX2246
 GX2246  VERT ORDER  -  SECOND    CLASS 0
 GX2246
 GX2246.The horizontal coordinates were scaled from a topographic map and have
 GX2246.an estimated accuracy of +/- 6 seconds.
 GX2246
 GX2246.The orthometric height was determined by differential leveling
 GX2246.and adjusted by the National Geodetic Survey in June 1991..
 GX2246
 GX2246.The geoid height was determined by GEOID03.
 GX2246
 GX2246.The dynamic height is computed by dividing the NAVD 88
 GX2246.geopotential number by the normal gravity value computed on the
 GX2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2246.degrees latitude (g = 980.6199 gals.).
 GX2246
 GX2246.The modeled gravity was interpolated from observed gravity values.
 GX2246
 GX2246;                    North         East    Units  Estimated Accuracy
 GX2246;SPC WV S     -    90,330.      513,540.      MT  (+/- 180 meters Scaled)
 GX2246
 GX2246                          SUPERSEDED SURVEY CONTROL
 GX2246
 GX2246  NGVD 29 (??/??/92)  219.682  (m)          720.74   (f) ADJ UNCH    2 0
 GX2246
 GX2246.Superseded values are not recommended for survey control.
 GX2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2246.See file dsdata.txt to determine how the superseded data were derived.
 GX2246
 GX2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB135851(NAD 83)
 GX2246_MARKER: DB = BENCH MARK DISK
 GX2246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2246_SP_SET: BRIDGE
 GX2246_STAMPING: C 145 1957
 GX2246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2246
 GX2246  HISTORY     - Date     Condition        Report By
 GX2246  HISTORY     - 1957     MONUMENTED       CGS
 GX2246
 GX2246                          STATION DESCRIPTION
 GX2246
 GX2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2246'0.9 MI SE FROM MONAVILLE.
 GX2246'ABOUT 0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST
 GX2246'OFFICE AND Y.M.C.A. AT MONAVILLE, IN THE TOP OF BRIDGE SEAT AT
 GX2246'SOUTH CORNER OF HIGHWAY BRIDGE OVER ISLAND CREEK, 13 1/2 FEET
 GX2246'SOUTHWEST OF CENTER LINE OF HIGHWAY, 92 FEET EAST-SOUTHEAST OF
 GX2246'EAST CORNER OF A LOW STONE WAREHOUSE, ABOUT 40 YARDS WEST AND
 GX2246'ACROSS HIGHWAY FROM ABANDONED ENTRANCE TO ROSSMORE MINE AND
 GX2246'ABOUT 3 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3178 ***********************************************************************
 GX3178  DESIGNATION -  C 145 RESET 1980
 GX3178  PID         -  GX3178
 GX3178  STATE/COUNTY-  WV/LOGAN
 GX3178  USGS QUAD   -  LOGAN (1989)
 GX3178
 GX3178                         *CURRENT SURVEY CONTROL
 GX3178  ___________________________________________________________________
 GX3178* NAD 83(1986)-  37 48 35.     (N)    081 58 55.     (W)     SCALED    
 GX3178* NAVD 88     -       222.29   (meters)     729.3    (feet)  RESET     
 GX3178  ___________________________________________________________________
 GX3178  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GX3178
 GX3178  VERT ORDER  -  THIRD
 GX3178
 GX3178.The horizontal coordinates were scaled from a topographic map and have
 GX3178.an estimated accuracy of +/- 6 seconds.
 GX3178
 GX3178.The orthometric height was computed from unverified reset data.
 GX3178.No vertical observational check was made to the station.
 GX3178
 GX3178.The geoid height was determined by GEOID03.
 GX3178
 GX3178;                    North         East    Units  Estimated Accuracy
 GX3178;SPC WV S     -    90,330.      513,540.      MT  (+/- 180 meters Scaled)
 GX3178
 GX3178                          SUPERSEDED SURVEY CONTROL
 GX3178
 GX3178  NGVD 29 (09/25/03)  222.52   (m)          730.1    (f) RESET       3  
 GX3178
 GX3178.Superseded values are not recommended for survey control.
 GX3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3178.See file dsdata.txt to determine how the superseded data were derived.
 GX3178
 GX3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB135851(NAD 83)
 GX3178_MARKER: DB = BENCH MARK DISK
 GX3178_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX3178_SP_SET: WINGWALL
 GX3178_STAMPING: C 145 RESET 1980
 GX3178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3178+STABILITY: SURFACE MOTION
 GX3178
 GX3178  HISTORY     - Date     Condition        Report By
 GX3178  HISTORY     - 1980     MONUMENTED       WVHD
 GX3178
 GX3178                          STATION DESCRIPTION
 GX3178
 GX3178'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1980
 GX3178'0.9 MI SE FROM MONAVILLE.
 GX3178'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE AND
 GX3178'Y.M.C.A. IN MONAVILLE, IN TOP OF WINGWALL OF BRIDGE OVER ISLAND
 GX3178'CREEK, 16 FEET LEFT OF CENTERLINE STATION 16+52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0966 ***********************************************************************
 HY0966  DESIGNATION -  C 146
 HY0966  PID         -  HY0966
 HY0966  STATE/COUNTY-  WV/WAYNE
 HY0966  USGS QUAD   -  PRICHARD (1989)
 HY0966
 HY0966                         *CURRENT SURVEY CONTROL
 HY0966  ___________________________________________________________________
 HY0966* NAD 83(1986)-  38 08 02.     (N)    082 34 59.     (W)     SCALED    
 HY0966* NAVD 88     -       191.904  (meters)     629.61   (feet)  ADJUSTED  
 HY0966  ___________________________________________________________________
 HY0966  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HY0966  DYNAMIC HT  -         191.770 (meters)     629.17  (feet)  COMP
 HY0966  MODELED GRAV-     979,925.1   (mgal)                       NAVD 88
 HY0966
 HY0966  VERT ORDER  -  SECOND    CLASS 0
 HY0966
 HY0966.The horizontal coordinates were scaled from a topographic map and have
 HY0966.an estimated accuracy of +/- 6 seconds.
 HY0966
 HY0966.The orthometric height was determined by differential leveling
 HY0966.and adjusted by the National Geodetic Survey in June 1991..
 HY0966
 HY0966.The geoid height was determined by GEOID03.
 HY0966
 HY0966.The dynamic height is computed by dividing the NAVD 88
 HY0966.geopotential number by the normal gravity value computed on the
 HY0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0966.degrees latitude (g = 980.6199 gals.).
 HY0966
 HY0966.The modeled gravity was interpolated from observed gravity values.
 HY0966
 HY0966;                    North         East    Units  Estimated Accuracy
 HY0966;SPC WV S     -   127,030.      461,230.      MT  (+/- 180 meters Scaled)
 HY0966
 HY0966                          SUPERSEDED SURVEY CONTROL
 HY0966
 HY0966  NGVD 29 (??/??/92)  192.120  (m)          630.31   (f) ADJ UNCH    2 0
 HY0966
 HY0966.Superseded values are not recommended for survey control.
 HY0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0966.See file dsdata.txt to determine how the superseded data were derived.
 HY0966
 HY0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC612218(NAD 83)
 HY0966_MARKER: DB = BENCH MARK DISK
 HY0966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0966_SP_SET: CULVERT
 HY0966_STAMPING: C 146 1957
 HY0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0966
 HY0966  HISTORY     - Date     Condition        Report By
 HY0966  HISTORY     - 1957     MONUMENTED       CGS
 HY0966  HISTORY     - 1979     GOOD             WVHD
 HY0966
 HY0966                          STATION DESCRIPTION
 HY0966
 HY0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0966'1.6 MI NE FROM FORT GAY.
 HY0966'ABOUT 1.55 MILES NORTHEAST ALONG STATE HIGHWAY 37 FROM THE SCHOOL
 HY0966'AT FORT GAY, ABOUT 0.95 MILE NORTHEAST OF JUNCTION OF A ROAD
 HY0966'SOUTHEAST, AT THE JUNCTION OF A PRIVATE ROAD NORTHEAST AND A
 HY0966'DRIVE NORTHEAST TO A 1-STORY HOUSE WITH ASBESTOS SIDING, IN THE
 HY0966'TOP OF THE NORTHWEST END OF NORTHEAST HEAD WALL OF A 6-FOOT
 HY0966'CONCRETE BOX CULVERT UNDER HIGHWAY, 24 FEET NORTHEAST OF CENTER
 HY0966'LINE OF HIGHWAY, 41 FEET SOUTHEAST OF CENTER LINE OF PRIVATE
 HY0966'ROAD, 21 FEET NORTHWEST OF CENTER LINE OF DRIVE AND 2 FEET BELOW
 HY0966'LEVEL OF HIGHWAY.
 HY0966
 HY0966                          STATION RECOVERY (1979)
 HY0966
 HY0966'RECOVERY NOTE BY WEST VIRGINIA HIGHWAY DEPARTMENT 1979
 HY0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0668 ***********************************************************************
 HY0668  DESIGNATION -  C 147
 HY0668  PID         -  HY0668
 HY0668  STATE/COUNTY-  WV/WAYNE
 HY0668  USGS QUAD   -  WAYNE (1987)
 HY0668
 HY0668                         *CURRENT SURVEY CONTROL
 HY0668  ___________________________________________________________________
 HY0668* NAD 83(1986)-  38 09 40.     (N)    082 23 24.     (W)     SCALED    
 HY0668* NAVD 88     -       193.331  (meters)     634.29   (feet)  ADJUSTED  
 HY0668  ___________________________________________________________________
 HY0668  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 HY0668  DYNAMIC HT  -         193.194 (meters)     633.84  (feet)  COMP
 HY0668  MODELED GRAV-     979,915.5   (mgal)                       NAVD 88
 HY0668
 HY0668  VERT ORDER  -  SECOND    CLASS 0
 HY0668
 HY0668.The horizontal coordinates were scaled from a topographic map and have
 HY0668.an estimated accuracy of +/- 6 seconds.
 HY0668
 HY0668.The orthometric height was determined by differential leveling
 HY0668.and adjusted by the National Geodetic Survey in June 1991..
 HY0668
 HY0668.The geoid height was determined by GEOID03.
 HY0668
 HY0668.The dynamic height is computed by dividing the NAVD 88
 HY0668.geopotential number by the normal gravity value computed on the
 HY0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0668.degrees latitude (g = 980.6199 gals.).
 HY0668
 HY0668.The modeled gravity was interpolated from observed gravity values.
 HY0668
 HY0668;                    North         East    Units  Estimated Accuracy
 HY0668;SPC WV S     -   129,780.      478,190.      MT  (+/- 180 meters Scaled)
 HY0668
 HY0668                          SUPERSEDED SURVEY CONTROL
 HY0668
 HY0668  NGVD 29 (??/??/92)  193.542  (m)          634.98   (f) ADJ UNCH    2 0
 HY0668
 HY0668.Superseded values are not recommended for survey control.
 HY0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0668.See file dsdata.txt to determine how the superseded data were derived.
 HY0668
 HY0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC782246(NAD 83)
 HY0668_MARKER: DB = BENCH MARK DISK
 HY0668_SETTING: 66 = SET IN ROCK OUTCROP
 HY0668_SP_SET: ROCK CUT
 HY0668_STAMPING: C 147 1957
 HY0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0668+STABILITY: POSITION/ELEVATION WELL
 HY0668
 HY0668  HISTORY     - Date     Condition        Report By
 HY0668  HISTORY     - 1957     MONUMENTED       CGS
 HY0668
 HY0668                          STATION DESCRIPTION
 HY0668
 HY0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0668'1 MI S FROM EAST LYNN.
 HY0668'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 HY0668'OF BLACK-TOP ROAD EAST OF EAST LYNN, 0.55 MILE SOUTH OF EAST LYNN
 HY0668'SCHOOL, AT THE JUNCTION OF BIG LYNN ROAD LEADING SOUTHWEST, SET
 HY0668'VERTICALLY IN THE NORTHEAST FACE OF A LARGE ROCK CUT, 24 FEET
 HY0668'SOUTHWEST OF CENTER LINE OF HIGHWAY, 179 FEET SOUTHEAST OF CENTER
 HY0668'LINE OF BIG LYNN ROAD LEADING SOUTHWEST, 120 FEET SOUTH AND
 HY0668'ACROSS HIGHWAY FROM THE SOUTHWEST END OF A FOOT BRIDGE OVER EAST
 HY0668'FORK OF TWELVEPOLE CREEK, 1 1/2 FEET ABOVE GROUND AND 4 1/2 FEET
 HY0668'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0688 ***********************************************************************
 HY0688  DESIGNATION -  C 148
 HY0688  PID         -  HY0688
 HY0688  STATE/COUNTY-  WV/LINCOLN
 HY0688  USGS QUAD   -  RANGER (1976)
 HY0688
 HY0688                         *CURRENT SURVEY CONTROL
 HY0688  ___________________________________________________________________
 HY0688* NAD 83(1986)-  38 05 48.     (N)    082 11 22.     (W)     SCALED    
 HY0688* NAVD 88     -       189.396  (meters)     621.38   (feet)  ADJUSTED  
 HY0688  ___________________________________________________________________
 HY0688  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HY0688  DYNAMIC HT  -         189.260 (meters)     620.93  (feet)  COMP
 HY0688  MODELED GRAV-     979,907.0   (mgal)                       NAVD 88
 HY0688
 HY0688  VERT ORDER  -  SECOND    CLASS 0
 HY0688
 HY0688.The horizontal coordinates were scaled from a topographic map and have
 HY0688.an estimated accuracy of +/- 6 seconds.
 HY0688
 HY0688.The orthometric height was determined by differential leveling
 HY0688.and adjusted by the National Geodetic Survey in June 1991..
 HY0688
 HY0688.The geoid height was determined by GEOID03.
 HY0688
 HY0688.The dynamic height is computed by dividing the NAVD 88
 HY0688.geopotential number by the normal gravity value computed on the
 HY0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0688.degrees latitude (g = 980.6199 gals.).
 HY0688
 HY0688.The modeled gravity was interpolated from observed gravity values.
 HY0688
 HY0688;                    North         East    Units  Estimated Accuracy
 HY0688;SPC WV S     -   122,390.      495,680.      MT  (+/- 180 meters Scaled)
 HY0688
 HY0688                          SUPERSEDED SURVEY CONTROL
 HY0688
 HY0688  NGVD 29 (??/??/92)  189.610  (m)          622.08   (f) ADJ UNCH    2 0
 HY0688
 HY0688.Superseded values are not recommended for survey control.
 HY0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0688.See file dsdata.txt to determine how the superseded data were derived.
 HY0688
 HY0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC957172(NAD 83)
 HY0688_MARKER: DB = BENCH MARK DISK
 HY0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0688_SP_SET: ABUTMENT
 HY0688_STAMPING: C 148 1947
 HY0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0688
 HY0688  HISTORY     - Date     Condition        Report By
 HY0688  HISTORY     - 1947     MONUMENTED       CGS
 HY0688  HISTORY     - 1957     GOOD             NGS
 HY0688
 HY0688                          STATION DESCRIPTION
 HY0688
 HY0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0688'0.8 MI NE FROM WEWANTA.
 HY0688'ABOUT 0.75 MILE NORTHEAST ALONG STATE HIGHWAY 37 FROM THE ROAD
 HY0688'JUNCTION AT WEWANTA, ABOUT 1.1 MILES SOUTHWEST OF THE JUNCTION
 HY0688'OF STATE HIGHWAY 10, AT THE SOUTHWEST EDGE OF SMALL COMMUNITY
 HY0688'OF FOURTEENMILE CREEK, IN THE TOP OF THE NORTH END OF THE EAST
 HY0688'ABUTMENT OF A 40-FOOT CONCRETE BRIDGE OVER FOURTEENMILE CREEK,
 HY0688'18 FEET NORTH OF CENTER LINE OF HIGHWAY AND 1 FOOT BELOW LEVEL
 HY0688'OF HIGHWAY.  NOTE-- MARK IS REACHED FROM RANGER, LINCOLN COUNTY,
 HY0688'BY GOING ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE
 HY0688'SOUTH END OF HIGHWAY BRIDGE OVER GUYANDOT RIVER, THENCE 1.1
 HY0688'MILES SOUTHWEST ALONG STATE HIGHWAY 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0724 ***********************************************************************
 HY0724  DESIGNATION -  C 149
 HY0724  PID         -  HY0724
 HY0724  STATE/COUNTY-  WV/WAYNE
 HY0724  USGS QUAD   -  WAYNE (1987)
 HY0724
 HY0724                         *CURRENT SURVEY CONTROL
 HY0724  ___________________________________________________________________
 HY0724* NAD 83(1986)-  38 08 14.     (N)    082 27 50.     (W)     SCALED    
 HY0724* NAVD 88     -       197.055  (meters)     646.50   (feet)  ADJUSTED  
 HY0724  ___________________________________________________________________
 HY0724  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HY0724  DYNAMIC HT  -         196.916 (meters)     646.05  (feet)  COMP
 HY0724  MODELED GRAV-     979,920.4   (mgal)                       NAVD 88
 HY0724
 HY0724  VERT ORDER  -  SECOND    CLASS 0
 HY0724
 HY0724.The horizontal coordinates were scaled from a topographic map and have
 HY0724.an estimated accuracy of +/- 6 seconds.
 HY0724
 HY0724.The orthometric height was determined by differential leveling
 HY0724.and adjusted by the National Geodetic Survey in June 1991..
 HY0724
 HY0724.The geoid height was determined by GEOID03.
 HY0724
 HY0724.The dynamic height is computed by dividing the NAVD 88
 HY0724.geopotential number by the normal gravity value computed on the
 HY0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0724.degrees latitude (g = 980.6199 gals.).
 HY0724
 HY0724.The modeled gravity was interpolated from observed gravity values.
 HY0724
 HY0724;                    North         East    Units  Estimated Accuracy
 HY0724;SPC WV S     -   127,230.      471,680.      MT  (+/- 180 meters Scaled)
 HY0724
 HY0724                          SUPERSEDED SURVEY CONTROL
 HY0724
 HY0724  NGVD 29 (??/??/92)  197.269  (m)          647.21   (f) ADJ UNCH    2 0
 HY0724
 HY0724.Superseded values are not recommended for survey control.
 HY0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0724.See file dsdata.txt to determine how the superseded data were derived.
 HY0724
 HY0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC717220(NAD 83)
 HY0724_MARKER: DB = BENCH MARK DISK
 HY0724_SETTING: 66 = SET IN ROCK OUTCROP
 HY0724_SP_SET: ROCK CUT
 HY0724_STAMPING: C 149 1957
 HY0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0724+STABILITY: POSITION/ELEVATION WELL
 HY0724
 HY0724  HISTORY     - Date     Condition        Report By
 HY0724  HISTORY     - 1957     MONUMENTED       CGS
 HY0724
 HY0724                          STATION DESCRIPTION
 HY0724
 HY0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0724'1.4 MI N FROM GENOA.
 HY0724'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0724'GENOA, ABOUT 0.35 MILE SOUTH OF JUNCTION OF DEEPHOLE BRANCH ROAD
 HY0724'LEADING EAST, NEAR THE SOUTHWEST END OF A SHORT
 HY0724'NORTHEAST-SOUTHWEST TANGENT IN HIGHWAY BETWEEN TWO CURVES, SET
 HY0724'VERTICALLY IN THE NORTHWEST FACE OF A ROCK PROJECTION ABOUT 45
 HY0724'FEET LONG AND 3 FEET HIGH IN A CUT, 25 FEET SOUTHEAST OF CENTER
 HY0724'LINE OF HIGHWAY, 51 FEET SOUTH AND ACROSS HIGHWAY FROM POWER
 HY0724'POLE NO. 3502-17 AND ABOUT 4 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0699 ***********************************************************************
 HY0699  DESIGNATION -  C 150
 HY0699  PID         -  HY0699
 HY0699  STATE/COUNTY-  WV/LINCOLN
 HY0699  USGS QUAD   -  NESTLOW (1975)
 HY0699
 HY0699                         *CURRENT SURVEY CONTROL
 HY0699  ___________________________________________________________________
 HY0699* NAD 83(1986)-  38 10 48.     (N)    082 15 26.     (W)     SCALED    
 HY0699* NAVD 88     -       213.290  (meters)     699.77   (feet)  ADJUSTED  
 HY0699  ___________________________________________________________________
 HY0699  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY0699  DYNAMIC HT  -         213.137 (meters)     699.27  (feet)  COMP
 HY0699  MODELED GRAV-     979,908.2   (mgal)                       NAVD 88
 HY0699
 HY0699  VERT ORDER  -  SECOND    CLASS 0
 HY0699
 HY0699.The horizontal coordinates were scaled from a topographic map and have
 HY0699.an estimated accuracy of +/- 6 seconds.
 HY0699
 HY0699.The orthometric height was determined by differential leveling
 HY0699.and adjusted by the National Geodetic Survey in June 1991..
 HY0699
 HY0699.The geoid height was determined by GEOID03.
 HY0699
 HY0699.The dynamic height is computed by dividing the NAVD 88
 HY0699.geopotential number by the normal gravity value computed on the
 HY0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0699.degrees latitude (g = 980.6199 gals.).
 HY0699
 HY0699.The modeled gravity was interpolated from observed gravity values.
 HY0699
 HY0699;                    North         East    Units  Estimated Accuracy
 HY0699;SPC WV S     -   131,710.      489,860.      MT  (+/- 180 meters Scaled)
 HY0699
 HY0699                          SUPERSEDED SURVEY CONTROL
 HY0699
 HY0699  NGVD 29 (??/??/92)  213.492  (m)          700.43   (f) ADJ UNCH    2 0
 HY0699
 HY0699.Superseded values are not recommended for survey control.
 HY0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0699.See file dsdata.txt to determine how the superseded data were derived.
 HY0699
 HY0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC898265(NAD 83)
 HY0699_MARKER: DB = BENCH MARK DISK
 HY0699_SETTING: 66 = SET IN ROCK OUTCROP
 HY0699_SP_SET: ROCK CUT
 HY0699_STAMPING: C 150 1957
 HY0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0699+STABILITY: POSITION/ELEVATION WELL
 HY0699
 HY0699  HISTORY     - Date     Condition        Report By
 HY0699  HISTORY     - 1957     MONUMENTED       CGS
 HY0699
 HY0699                          STATION DESCRIPTION
 HY0699
 HY0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0699'6 MI SW FROM BRANCHLAND.
 HY0699'ABOUT 6.05 MILES SOUTHWEST ALONG A BLACK-TOP ROAD FROM THE GRADE
 HY0699'SCHOOL AT BRANCHLAND, DIRECTLY ACROSS ROAD FROM RED RIVER SCHOOL,
 HY0699'SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT, 15 FEET
 HY0699'NORTHWEST OF CENTER LINE OF ROAD, 54 FEET NORTHEAST OF SOUTHWEST
 HY0699'END OF ROCK PART OF CUT, 3 1/2 FEET ABOVE GROUND AND ABOUT 2 FEET
 HY0699'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2180 ***********************************************************************
 HX2180  DESIGNATION -  C 151
 HX2180  PID         -  HX2180
 HX2180  STATE/COUNTY-  WV/BOONE
 HX2180  USGS QUAD   -  JULIAN (1976)
 HX2180
 HX2180                         *CURRENT SURVEY CONTROL
 HX2180  ___________________________________________________________________
 HX2180* NAD 83(1986)-  38 09 52.     (N)    081 52 07.     (W)     SCALED    
 HX2180* NAVD 88     -       201.977  (meters)     662.65   (feet)  ADJUSTED  
 HX2180  ___________________________________________________________________
 HX2180  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HX2180  DYNAMIC HT  -         201.833 (meters)     662.18  (feet)  COMP
 HX2180  MODELED GRAV-     979,910.2   (mgal)                       NAVD 88
 HX2180
 HX2180  VERT ORDER  -  SECOND    CLASS 0
 HX2180
 HX2180.The horizontal coordinates were scaled from a topographic map and have
 HX2180.an estimated accuracy of +/- 6 seconds.
 HX2180
 HX2180.The orthometric height was determined by differential leveling
 HX2180.and adjusted by the National Geodetic Survey in June 1991..
 HX2180
 HX2180.The geoid height was determined by GEOID03.
 HX2180
 HX2180.The dynamic height is computed by dividing the NAVD 88
 HX2180.geopotential number by the normal gravity value computed on the
 HX2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2180.degrees latitude (g = 980.6199 gals.).
 HX2180
 HX2180.The modeled gravity was interpolated from observed gravity values.
 HX2180
 HX2180;                    North         East    Units  Estimated Accuracy
 HX2180;SPC WV S     -   129,600.      523,890.      MT  (+/- 180 meters Scaled)
 HX2180
 HX2180                          SUPERSEDED SURVEY CONTROL
 HX2180
 HX2180  NGVD 29 (??/??/92)  202.190  (m)          663.35   (f) ADJ UNCH    2 0
 HX2180
 HX2180.Superseded values are not recommended for survey control.
 HX2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2180.See file dsdata.txt to determine how the superseded data were derived.
 HX2180
 HX2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC239244(NAD 83)
 HX2180_MARKER: DB = BENCH MARK DISK
 HX2180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2180_SP_SET: ABUTMENT
 HX2180_STAMPING: C 151 1957
 HX2180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2180
 HX2180  HISTORY     - Date     Condition        Report By
 HX2180  HISTORY     - 1957     MONUMENTED       CGS
 HX2180  HISTORY     - 1973     GOOD             LOCENG
 HX2180
 HX2180                          STATION DESCRIPTION
 HX2180
 HX2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2180'1.2 MI NW FROM JULIAN.
 HX2180'ABOUT 1.15 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST
 HX2180'OFFICE AT JULIAN, 0.85 MILE NORTHWEST OF THE GRADE SCHOOL AT JULIAN,
 HX2180'12 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP
 HX2180'OF THE SOUTH AND OF THE EAST CONCRETE ABUTMENT OF AN 80 FOOT
 HX2180'STEEL BRIDGE ACROSS BIG HORSE CREEK, ABOUT LEVEL WITH THE ROAD.
 HX2180
 HX2180                          STATION RECOVERY (1973)
 HX2180
 HX2180'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0569 ***********************************************************************
 HY0569  DESIGNATION -  C 152
 HY0569  PID         -  HY0569
 HY0569  STATE/COUNTY-  WV/LINCOLN
 HY0569  USGS QUAD   -  BRANCHLAND (1987)
 HY0569
 HY0569                         *CURRENT SURVEY CONTROL
 HY0569  ___________________________________________________________________
 HY0569* NAD 83(1986)-  38 10 34.     (N)    082 07 44.     (W)     SCALED    
 HY0569* NAVD 88     -       261.493  (meters)     857.91   (feet)  ADJUSTED  
 HY0569  ___________________________________________________________________
 HY0569  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY0569  DYNAMIC HT  -         261.307 (meters)     857.30  (feet)  COMP
 HY0569  MODELED GRAV-     979,911.4   (mgal)                       NAVD 88
 HY0569
 HY0569  VERT ORDER  -  SECOND    CLASS 0
 HY0569
 HY0569.The horizontal coordinates were scaled from a topographic map and have
 HY0569.an estimated accuracy of +/- 6 seconds.
 HY0569
 HY0569.The orthometric height was determined by differential leveling
 HY0569.and adjusted by the National Geodetic Survey in June 1991..
 HY0569
 HY0569.The geoid height was determined by GEOID03.
 HY0569
 HY0569.The dynamic height is computed by dividing the NAVD 88
 HY0569.geopotential number by the normal gravity value computed on the
 HY0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0569.degrees latitude (g = 980.6199 gals.).
 HY0569
 HY0569.The modeled gravity was interpolated from observed gravity values.
 HY0569
 HY0569;                    North         East    Units  Estimated Accuracy
 HY0569;SPC WV S     -   131,140.      501,090.      MT  (+/- 180 meters Scaled)
 HY0569
 HY0569                          SUPERSEDED SURVEY CONTROL
 HY0569
 HY0569  NGVD 29 (??/??/92)  261.702  (m)          858.60   (f) ADJ UNCH    2 0
 HY0569
 HY0569.Superseded values are not recommended for survey control.
 HY0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0569.See file dsdata.txt to determine how the superseded data were derived.
 HY0569
 HY0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC011259(NAD 83)
 HY0569_MARKER: DB = BENCH MARK DISK
 HY0569_SETTING: 66 = SET IN ROCK OUTCROP
 HY0569_SP_SET: ROCK CUT
 HY0569_STAMPING: C 152 1957
 HY0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0569+STABILITY: POSITION/ELEVATION WELL
 HY0569
 HY0569  HISTORY     - Date     Condition        Report By
 HY0569  HISTORY     - 1957     MONUMENTED       CGS
 HY0569
 HY0569                          STATION DESCRIPTION
 HY0569
 HY0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0569'3.2 MI ENE FROM MIDKIFF.
 HY0569'ABOUT 3.2 MILE EAST-NORTHEAST ALONG GRAVEL ROAD FROM THE
 HY0569'CHESAPEAKE AND OHIO RAILWAY STATION AT MIDKIFF, 1.1 MILE
 HY0569'NORTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTH AT A SMALL
 HY0569'STORE AT KINDER, 0.45 MILE SOUTHWEST OF THE TOP OF THE BREAK IN
 HY0569'GRADE, 68 YARDS EAST OF A 15 INCH CORRUGATED PIPE CULVERT UNDER
 HY0569'ROAD, 59 YARDS WEST OF A 20 INCH PIPE CULVERT UNDER ROAD, SET
 HY0569'VERTICALLY 5 1/2 FEET ABOVE THE BOTTOM OF THE DITCH AND IN THE
 HY0569'NORTH FACE OF A LEANING LAYER OF ROCK IN ROCK CUT AND ABOUT
 HY0569'3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0563 ***********************************************************************
 HY0563  DESIGNATION -  C 153
 HY0563  PID         -  HY0563
 HY0563  STATE/COUNTY-  WV/LINCOLN
 HY0563  USGS QUAD   -  HAGER (1962)
 HY0563
 HY0563                         *CURRENT SURVEY CONTROL
 HY0563  ___________________________________________________________________
 HY0563* NAD 83(1986)-  38 08 59.     (N)    082 03 34.     (W)     SCALED    
 HY0563* NAVD 88     -       221.443  (meters)     726.52   (feet)  ADJUSTED  
 HY0563  ___________________________________________________________________
 HY0563  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HY0563  DYNAMIC HT  -         221.284 (meters)     726.00  (feet)  COMP
 HY0563  MODELED GRAV-     979,906.5   (mgal)                       NAVD 88
 HY0563
 HY0563  VERT ORDER  -  SECOND    CLASS 0
 HY0563
 HY0563.The horizontal coordinates were scaled from a topographic map and have
 HY0563.an estimated accuracy of +/- 6 seconds.
 HY0563
 HY0563.The orthometric height was determined by differential leveling
 HY0563.and adjusted by the National Geodetic Survey in June 1991..
 HY0563
 HY0563.The geoid height was determined by GEOID03.
 HY0563
 HY0563.The dynamic height is computed by dividing the NAVD 88
 HY0563.geopotential number by the normal gravity value computed on the
 HY0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0563.degrees latitude (g = 980.6199 gals.).
 HY0563
 HY0563.The modeled gravity was interpolated from observed gravity values.
 HY0563
 HY0563;                    North         East    Units  Estimated Accuracy
 HY0563;SPC WV S     -   128,140.      507,150.      MT  (+/- 180 meters Scaled)
 HY0563
 HY0563                          SUPERSEDED SURVEY CONTROL
 HY0563
 HY0563  NGVD 29 (??/??/92)  221.652  (m)          727.20   (f) ADJ UNCH    2 0
 HY0563
 HY0563.Superseded values are not recommended for survey control.
 HY0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0563.See file dsdata.txt to determine how the superseded data were derived.
 HY0563
 HY0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC071229(NAD 83)
 HY0563_MARKER: DB = BENCH MARK DISK
 HY0563_SETTING: 66 = SET IN ROCK OUTCROP
 HY0563_SP_SET: ROCK CUT
 HY0563_STAMPING: C 153 1957
 HY0563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0563+STABILITY: POSITION/ELEVATION WELL
 HY0563
 HY0563  HISTORY     - Date     Condition        Report By
 HY0563  HISTORY     - 1957     MONUMENTED       CGS
 HY0563
 HY0563                          STATION DESCRIPTION
 HY0563
 HY0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0563'1.8 MI NW FROM SPURLOCKVILLE.
 HY0563'ABOUT 1.8 MILE NORTHWEST ALONG A GRAVEL ROAD FOLLOWING MUD RIVER
 HY0563'FROM THE SCHOOL AT SPURLOCKVILLE, 91 YARDS NORTHEAST OF THE
 HY0563'NORTHWEST END OF BRIDGE ACROSS MUD CREEK, 69 FEET NORTHEAST OF
 HY0563'THE NORTH WEST END OF 18-INCH CONCRETE PIPE CULVERT UNDER THE
 HY0563'ROAD, 21 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, SET
 HY0563'VERTICALLY IN THE SOUTHEAST FACE OF A SMOOTH 2 1/2-FOOT HIGH
 HY0563'LAYER OF ROCK AT THE BOTTOM OF 18-FOOT HIGH CUT, ABOUT 2 FEET
 HY0563'ABOVE THE GROUND AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2204 ***********************************************************************
 HX2204  DESIGNATION -  C 154
 HX2204  PID         -  HX2204
 HX2204  STATE/COUNTY-  WV/LINCOLN
 HX2204  USGS QUAD   -  MUD (1976)
 HX2204
 HX2204                         *CURRENT SURVEY CONTROL
 HX2204  ___________________________________________________________________
 HX2204* NAD 83(1986)-  38 05 10.     (N)    081 58 11.     (W)     SCALED    
 HX2204* NAVD 88     -       248.293  (meters)     814.61   (feet)  ADJUSTED  
 HX2204  ___________________________________________________________________
 HX2204  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HX2204  DYNAMIC HT  -         248.114 (meters)     814.02  (feet)  COMP
 HX2204  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 HX2204
 HX2204  VERT ORDER  -  SECOND    CLASS 0
 HX2204
 HX2204.The horizontal coordinates were scaled from a topographic map and have
 HX2204.an estimated accuracy of +/- 6 seconds.
 HX2204
 HX2204.The orthometric height was determined by differential leveling
 HX2204.and adjusted by the National Geodetic Survey in June 1991..
 HX2204
 HX2204.The geoid height was determined by GEOID03.
 HX2204
 HX2204.The dynamic height is computed by dividing the NAVD 88
 HX2204.geopotential number by the normal gravity value computed on the
 HX2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2204.degrees latitude (g = 980.6199 gals.).
 HX2204
 HX2204.The modeled gravity was interpolated from observed gravity values.
 HX2204
 HX2204;                    North         East    Units  Estimated Accuracy
 HX2204;SPC WV S     -   120,990.      514,930.      MT  (+/- 180 meters Scaled)
 HX2204
 HX2204                          SUPERSEDED SURVEY CONTROL
 HX2204
 HX2204  NGVD 29 (??/??/92)  248.505  (m)          815.30   (f) ADJ UNCH    2 0
 HX2204
 HX2204.Superseded values are not recommended for survey control.
 HX2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2204.See file dsdata.txt to determine how the superseded data were derived.
 HX2204
 HX2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC149158(NAD 83)
 HX2204_MARKER: DB = BENCH MARK DISK
 HX2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2204_STAMPING: C 154 1957
 HX2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2204+STABILITY: SURFACE MOTION
 HX2204
 HX2204  HISTORY     - Date     Condition        Report By
 HX2204  HISTORY     - 1957     MONUMENTED       CGS
 HX2204
 HX2204                          STATION DESCRIPTION
 HX2204
 HX2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2204'1.4 MI SSE FROM MUD.
 HX2204'ABOUT 0.85 MILE SOUTHEAST ALONG DIRT ROAD FOLLOWING MUD RIVER
 HX2204'FROM THE STORE AND POST OFFICE AT MUD, THENCE 0.5 MILE SOUTH
 HX2204'ALONG DIRT ROAD FOLLOWING CONNELLY BRANCH, AT THE JUNCTION OF
 HX2204'AN UNUSED ROAD LEADING WEST THROUGH FORD ACROSS CONNELLY BRANCH,
 HX2204'96 YARDS SOUTHWEST OF THE JUNCTION OF A PATH LEADING EAST TO A
 HX2204'ONE ROOM HOUSE, 30 FEET NORTH OF THE CENTER OF THE JUNCTION OF
 HX2204'THE UNUSED ROAD LEADING WEST, 15 1/2 FEET NORTHWEST OF THE
 HX2204'CENTER LINE OF THE ROAD, ABOUT 2 FEET NORTH OF A CONCRETE
 HX2204'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 HX2204'INCHES, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0386 ***********************************************************************
 GY0386  DESIGNATION -  C 155
 GY0386  PID         -  GY0386
 GY0386  STATE/COUNTY-  WV/LOGAN
 GY0386  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0386
 GY0386                         *CURRENT SURVEY CONTROL
 GY0386  ___________________________________________________________________
 GY0386* NAD 83(1986)-  37 53 58.     (N)    082 07 06.     (W)     SCALED    
 GY0386* NAVD 88     -       305.252  (meters)    1001.48   (feet)  ADJUSTED  
 GY0386  ___________________________________________________________________
 GY0386  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GY0386  DYNAMIC HT  -         305.027 (meters)    1000.74  (feet)  COMP
 GY0386  MODELED GRAV-     979,882.7   (mgal)                       NAVD 88
 GY0386
 GY0386  VERT ORDER  -  SECOND    CLASS 0
 GY0386
 GY0386.The horizontal coordinates were scaled from a topographic map and have
 GY0386.an estimated accuracy of +/- 6 seconds.
 GY0386
 GY0386.The orthometric height was determined by differential leveling
 GY0386.and adjusted by the National Geodetic Survey in June 1991..
 GY0386
 GY0386.The geoid height was determined by GEOID03.
 GY0386
 GY0386.The dynamic height is computed by dividing the NAVD 88
 GY0386.geopotential number by the normal gravity value computed on the
 GY0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0386.degrees latitude (g = 980.6199 gals.).
 GY0386
 GY0386.The modeled gravity was interpolated from observed gravity values.
 GY0386
 GY0386;                    North         East    Units  Estimated Accuracy
 GY0386;SPC WV S     -   100,420.      501,650.      MT  (+/- 180 meters Scaled)
 GY0386
 GY0386                          SUPERSEDED SURVEY CONTROL
 GY0386
 GY0386  NGVD 29 (??/??/92)  305.463  (m)         1002.17   (f) ADJ UNCH    2 0
 GY0386
 GY0386.Superseded values are not recommended for survey control.
 GY0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0386.See file dsdata.txt to determine how the superseded data were derived.
 GY0386
 GY0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB016952(NAD 83)
 GY0386_MARKER: DB = BENCH MARK DISK
 GY0386_SETTING: 66 = SET IN ROCK OUTCROP
 GY0386_SP_SET: ROCK CUT
 GY0386_STAMPING: C 155 1957
 GY0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0386+STABILITY: POSITION/ELEVATION WELL
 GY0386
 GY0386  HISTORY     - Date     Condition        Report By
 GY0386  HISTORY     - 1957     MONUMENTED       CGS
 GY0386
 GY0386                          STATION DESCRIPTION
 GY0386
 GY0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0386'11.2 MI S FROM HART.
 GY0386'ABOUT 11.25 MILES SOUTH ALONG HART CREEK ROAD FROM THE HIGH
 GY0386'SCHOOL AT HART, ABOUT 0.8 MILE SOUTHEAST OF DALTON SCHOOL, ABOUT
 GY0386'1.2 MILES NORTHWEST OF TOP OF GRADE AND GAP, ABOUT 0.15 MILE
 GY0386'NORTHWEST AND DOWNHILL FROM A HAIRPIN TURN IN ROAD, 14 1/2 FEET
 GY0386'NORTHEAST OF CENTER LINE OF ROAD, 48 FEET EAST OF CENTER OF
 GY0386'BRIDGE JUNCTION OF A DRIVE SOUTHWEST TO A FARM HOUSE, SET
 GY0386'VERTICALLY IN THE SOUTHWEST FACE OF A DARK ROCK IN A 12-FOOT
 GY0386'HIGH ROCK CUT, 28 FEET NORTHWEST OF A PIPE LINE MARKER, AND
 GY0386'ABOUT 3 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM
 GY0386'MUD FORK BAPTIST CHURCH AT SHEGON, LOGAN COUNTY, BY GOING
 GY0386'ABOUT 2.4 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO
 GY0386'DINGESS, THENCE ABOUT 2.25 MILES NORTHEAST AND NORTHWEST ALONG
 GY0386'A ROAD LEADING TO THE TOP OF A GAP, THENCE ABOUT 2.0 MILES
 GY0386'NORTHWEST ALONG A ROAD LEADING DOWNHILL AND INTO HART CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0393 ***********************************************************************
 GY0393  DESIGNATION -  C 156
 GY0393  PID         -  GY0393
 GY0393  STATE/COUNTY-  WV/LOGAN
 GY0393  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0393
 GY0393                         *CURRENT SURVEY CONTROL
 GY0393  ___________________________________________________________________
 GY0393* NAD 83(1986)-  37 56 18.     (N)    082 03 42.     (W)     SCALED    
 GY0393* NAVD 88     -       200.949  (meters)     659.28   (feet)  ADJUSTED  
 GY0393  ___________________________________________________________________
 GY0393  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GY0393  DYNAMIC HT  -         200.802 (meters)     658.80  (feet)  COMP
 GY0393  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 GY0393
 GY0393  VERT ORDER  -  SECOND    CLASS 0
 GY0393
 GY0393.The horizontal coordinates were scaled from a topographic map and have
 GY0393.an estimated accuracy of +/- 6 seconds.
 GY0393
 GY0393.The orthometric height was determined by differential leveling
 GY0393.and adjusted by the National Geodetic Survey in June 1991..
 GY0393
 GY0393.The geoid height was determined by GEOID03.
 GY0393
 GY0393.The dynamic height is computed by dividing the NAVD 88
 GY0393.geopotential number by the normal gravity value computed on the
 GY0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0393.degrees latitude (g = 980.6199 gals.).
 GY0393
 GY0393.The modeled gravity was interpolated from observed gravity values.
 GY0393
 GY0393;                    North         East    Units  Estimated Accuracy
 GY0393;SPC WV S     -   104,680.      506,680.      MT  (+/- 180 meters Scaled)
 GY0393
 GY0393                          SUPERSEDED SURVEY CONTROL
 GY0393
 GY0393  NGVD 29 (??/??/92)  201.161  (m)          659.98   (f) ADJ UNCH    2 0
 GY0393
 GY0393.Superseded values are not recommended for survey control.
 GY0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0393.See file dsdata.txt to determine how the superseded data were derived.
 GY0393
 GY0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB067995(NAD 83)
 GY0393_MARKER: DB = BENCH MARK DISK
 GY0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0393_SP_SET: BRIDGE
 GY0393_STAMPING: C 156 1957
 GY0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0393
 GY0393  HISTORY     - Date     Condition        Report By
 GY0393  HISTORY     - 1957     MONUMENTED       CGS
 GY0393
 GY0393                          STATION DESCRIPTION
 GY0393
 GY0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0393'4.2 MI SW FROM CHAPMANVILLE.
 GY0393'ABOUT 4.15 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE HIGH
 GY0393'SCHOOL AT CHAPMANVILLE, ABOUT 0.95 MILE EAST OF THE TOP OF A
 GY0393'GRADE AND GAP, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 GY0393'SOUTH-SOUTHEAST, 18 FEET EAST OF CENTER LINE OF BLACK TOP ROAD,
 GY0393'23 FEET WEST-SOUTHWEST OF CENTER LINE OF GRAVEL ROAD, IN THE TOP
 GY0393'AND 3 FEET WEST OF EAST END OF CONCRETE BACK WALL OF THE NORTH
 GY0393'CONCRETE AND STONE ABUTMENT OF A 75-FOOT WOODEN DECK BRIDGE OVER
 GY0393'CRAWLEY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2212 ***********************************************************************
 HX2212  DESIGNATION -  C 157
 HX2212  PID         -  HX2212
 HX2212  STATE/COUNTY-  WV/BOONE
 HX2212  USGS QUAD   -  MADISON (1976)
 HX2212
 HX2212                         *CURRENT SURVEY CONTROL
 HX2212  ___________________________________________________________________
 HX2212* NAD 83(1986)-  38 01 06.     (N)    081 52 24.     (W)     SCALED    
 HX2212* NAVD 88     -       255.649  (meters)     838.74   (feet)  ADJUSTED  
 HX2212  ___________________________________________________________________
 HX2212  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HX2212  DYNAMIC HT  -         255.463 (meters)     838.13  (feet)  COMP
 HX2212  MODELED GRAV-     979,898.3   (mgal)                       NAVD 88
 HX2212
 HX2212  VERT ORDER  -  SECOND    CLASS 0
 HX2212
 HX2212.The horizontal coordinates were scaled from a topographic map and have
 HX2212.an estimated accuracy of +/- 6 seconds.
 HX2212
 HX2212.The orthometric height was determined by differential leveling
 HX2212.and adjusted by the National Geodetic Survey in June 1991..
 HX2212
 HX2212.The geoid height was determined by GEOID03.
 HX2212
 HX2212.The dynamic height is computed by dividing the NAVD 88
 HX2212.geopotential number by the normal gravity value computed on the
 HX2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2212.degrees latitude (g = 980.6199 gals.).
 HX2212
 HX2212.The modeled gravity was interpolated from observed gravity values.
 HX2212
 HX2212;                    North         East    Units  Estimated Accuracy
 HX2212;SPC WV S     -   113,380.      523,320.      MT  (+/- 180 meters Scaled)
 HX2212
 HX2212                          SUPERSEDED SURVEY CONTROL
 HX2212
 HX2212  NGVD 29 (??/??/92)  255.857  (m)          839.42   (f) ADJ UNCH    2 0
 HX2212
 HX2212.Superseded values are not recommended for survey control.
 HX2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2212.See file dsdata.txt to determine how the superseded data were derived.
 HX2212
 HX2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC233082(NAD 83)
 HX2212_MARKER: DB = BENCH MARK DISK
 HX2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2212_STAMPING: C 157 1957
 HX2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2212+STABILITY: SURFACE MOTION
 HX2212
 HX2212  HISTORY     - Date     Condition        Report By
 HX2212  HISTORY     - 1957     MONUMENTED       CGS
 HX2212
 HX2212                          STATION DESCRIPTION
 HX2212
 HX2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2212'6.1 MI SW FROM MADISON.
 HX2212'ABOUT 2.9 MILE SOUTH ALONG U.S. 119 FROM ITS JUNCTION WITH
 HX2212'STATE HIGHWAY 79 AT MADISON, THENCE 3.2 MILE SOUTHWEST ALONG
 HX2212'GRAVEL ROAD, 0.1 MILE EAST OF THE JUNCTION OF LOW GAP ROAD AND
 HX2212'TURTLE CREEK ROAD, 103 FEET EAST OF THE SOUTHEAST CORNER OF A
 HX2212'WOODEN DECKED BRIDGE ACROSS TURTLE CREEK, 7 FEET NORTHEAST OF
 HX2212'TELEPHONE POLE NUMBER 62-72, 10 FEET NORTH-NORTHEAST OF TRAIL
 HX2212'ROAD BYPASSING THE BRIDGE, 25 FEET SOUTH OF THE CENTER LINE
 HX2212'OF THE ROAD, 2 FEET EAST OF A CONCRETE WITNESS POST, SET IN THE
 HX2212'TOP OF A CONCRETE POST PROJECTING 4 INCHES, ABOUT 4 FEET BELOW
 HX2212'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2213 ***********************************************************************
 HX2213  DESIGNATION -  C 157 RESET 1971
 HX2213  PID         -  HX2213
 HX2213  STATE/COUNTY-  WV/BOONE
 HX2213  USGS QUAD   -  MADISON (1976)
 HX2213
 HX2213                         *CURRENT SURVEY CONTROL
 HX2213  ___________________________________________________________________
 HX2213* NAD 83(1986)-  38 01 06.     (N)    081 52 24.     (W)     SCALED    
 HX2213* NAVD 88     -       256.64   (+/-2cm)     842.0    (feet)  VERTCON   
 HX2213  ___________________________________________________________________
 HX2213  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HX2213
 HX2213  VERT ORDER  -  THIRD (See Below)
 HX2213
 HX2213.The horizontal coordinates were scaled from a topographic map and have
 HX2213.an estimated accuracy of +/- 6 seconds.
 HX2213
 HX2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2213.The vertical order pertains to the NGVD 29 superseded value.
 HX2213
 HX2213.The geoid height was determined by GEOID03.
 HX2213
 HX2213;                    North         East    Units  Estimated Accuracy
 HX2213;SPC WV S     -   113,380.      523,320.      MT  (+/- 180 meters Scaled)
 HX2213
 HX2213                          SUPERSEDED SURVEY CONTROL
 HX2213
 HX2213  NGVD 29 (09/25/03)  256.85   (m)          842.7    (f) RESET       3  
 HX2213
 HX2213.Superseded values are not recommended for survey control.
 HX2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2213.See file dsdata.txt to determine how the superseded data were derived.
 HX2213
 HX2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC233082(NAD 83)
 HX2213_MARKER: DB = BENCH MARK DISK
 HX2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2213_STAMPING: C 157 RESET 1971
 HX2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2213+STABILITY: SURFACE MOTION
 HX2213
 HX2213  HISTORY     - Date     Condition        Report By
 HX2213  HISTORY     - 1971     MONUMENTED       WVHD
 HX2213
 HX2213                          STATION DESCRIPTION
 HX2213
 HX2213'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1971
 HX2213'6.1 MI SW FROM MADISON.
 HX2213'ABOUT 2.9 MILES SOUTH ALONG U.S. HIGHWAY 119 FROM ITS JUNCTION
 HX2213'WITH STATE HIGHWAY 79 AT MADISON, THENCE 3.2 MILES SOUTHWEST
 HX2213'ALONG A GRAVEL ROAD, 0.1 MILE EAST OF THE JUNCTION OF LOW GAP
 HX2213'ROAD AND TURTLE CREEK ROAD, 278 FEET NORTH OF POWER LINE POLE
 HX2213'74/1, 15 FEET EAST OF A 12 INCH POPULAR TREE, 77 FEET WEST OF
 HX2213'TELEPHONE POLE 62/71, 22 FEET NORTH OF THE CENTER LINE OF THE
 HX2213'ROAD, 1.5 FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT 4.6 FEET BELOW
 HX2213'THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HX2213'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0207 ***********************************************************************
 GY0207  DESIGNATION -  C 158
 GY0207  PID         -  GY0207
 GY0207  STATE/COUNTY-  WV/MINGO
 GY0207  USGS QUAD   -  TRACE (1976)
 GY0207
 GY0207                         *CURRENT SURVEY CONTROL
 GY0207  ___________________________________________________________________
 GY0207* NAD 83(1986)-  37 53 13.     (N)    082 12 05.     (W)     SCALED    
 GY0207* NAVD 88     -       285.234  (meters)     935.81   (feet)  ADJUSTED  
 GY0207  ___________________________________________________________________
 GY0207  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GY0207  DYNAMIC HT  -         285.023 (meters)     935.11  (feet)  COMP
 GY0207  MODELED GRAV-     979,882.5   (mgal)                       NAVD 88
 GY0207
 GY0207  VERT ORDER  -  SECOND    CLASS 0
 GY0207
 GY0207.The horizontal coordinates were scaled from a topographic map and have
 GY0207.an estimated accuracy of +/- 6 seconds.
 GY0207
 GY0207.The orthometric height was determined by differential leveling
 GY0207.and adjusted by the National Geodetic Survey in June 1991..
 GY0207
 GY0207.The geoid height was determined by GEOID03.
 GY0207
 GY0207.The dynamic height is computed by dividing the NAVD 88
 GY0207.geopotential number by the normal gravity value computed on the
 GY0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0207.degrees latitude (g = 980.6199 gals.).
 GY0207
 GY0207.The modeled gravity was interpolated from observed gravity values.
 GY0207
 GY0207;                    North         East    Units  Estimated Accuracy
 GY0207;SPC WV S     -    99,130.      494,330.      MT  (+/- 180 meters Scaled)
 GY0207
 GY0207                          SUPERSEDED SURVEY CONTROL
 GY0207
 GY0207  NGVD 29 (??/??/92)  285.446  (m)          936.50   (f) ADJ UNCH    2 0
 GY0207
 GY0207.Superseded values are not recommended for survey control.
 GY0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0207.See file dsdata.txt to determine how the superseded data were derived.
 GY0207
 GY0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB943939(NAD 83)
 GY0207_MARKER: DB = BENCH MARK DISK
 GY0207_SETTING: 66 = SET IN ROCK OUTCROP
 GY0207_SP_SET: ROCK CUT
 GY0207_STAMPING: C 158 1957
 GY0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0207+STABILITY: POSITION/ELEVATION WELL
 GY0207
 GY0207  HISTORY     - Date     Condition        Report By
 GY0207  HISTORY     - 1957     MONUMENTED       CGS
 GY0207
 GY0207                          STATION DESCRIPTION
 GY0207
 GY0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0207'2 MI NW FROM DINGESS.
 GY0207'ABOUT 2.05 MILES NORTHWEST ALONG A GRAVEL ROAD FOLLOWING OLD
 GY0207'GRADE OF THE NORFOLK AND WESTERN RAILWAY FROM THE SCHOOL AT
 GY0207'DINGESS, ABOUT 56 YARDS WEST OF A 2-FOOT BOX CULVERT, ON THE
 GY0207'OUTSIDE OF A LONG CURVE, SET VERTICALLY IN THE NORTH FACE OF A
 GY0207'ROCK CUT, 19 FEET SOUTH OF CENTER LINE OF ROAD, 60 FEET EAST OF
 GY0207'WEST END OF CUT AND THE EDGE OF A BORROW PIT, 2 1/2 FEET ABOVE
 GY0207'GROUND AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0218 ***********************************************************************
 GY0218  DESIGNATION -  C 159
 GY0218  PID         -  GY0218
 GY0218  STATE/COUNTY-  WV/WAYNE
 GY0218  USGS QUAD   -  WILSONDALE (1981)
 GY0218
 GY0218                         *CURRENT SURVEY CONTROL
 GY0218  ___________________________________________________________________
 GY0218* NAD 83(1986)-  37 57 00.     (N)    082 18 56.     (W)     SCALED    
 GY0218* NAVD 88     -       235.827  (meters)     773.71   (feet)  ADJUSTED  
 GY0218  ___________________________________________________________________
 GY0218  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GY0218  DYNAMIC HT  -         235.654 (meters)     773.14  (feet)  COMP
 GY0218  MODELED GRAV-     979,888.8   (mgal)                       NAVD 88
 GY0218
 GY0218  VERT ORDER  -  SECOND    CLASS 0
 GY0218
 GY0218.The horizontal coordinates were scaled from a topographic map and have
 GY0218.an estimated accuracy of +/- 6 seconds.
 GY0218
 GY0218.The orthometric height was determined by differential leveling
 GY0218.and adjusted by the National Geodetic Survey in June 1991..
 GY0218
 GY0218.The geoid height was determined by GEOID03.
 GY0218
 GY0218.The dynamic height is computed by dividing the NAVD 88
 GY0218.geopotential number by the normal gravity value computed on the
 GY0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0218.degrees latitude (g = 980.6199 gals.).
 GY0218
 GY0218.The modeled gravity was interpolated from observed gravity values.
 GY0218
 GY0218;                    North         East    Units  Estimated Accuracy
 GY0218;SPC WV S     -   106,260.      484,390.      MT  (+/- 180 meters Scaled)
 GY0218
 GY0218                          SUPERSEDED SURVEY CONTROL
 GY0218
 GY0218  NGVD 29 (??/??/92)  236.040  (m)          774.41   (f) ADJ UNCH    2 0
 GY0218
 GY0218.Superseded values are not recommended for survey control.
 GY0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0218.See file dsdata.txt to determine how the superseded data were derived.
 GY0218
 GY0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC844010(NAD 83)
 GY0218_MARKER: DB = BENCH MARK DISK
 GY0218_SETTING: 66 = SET IN ROCK OUTCROP
 GY0218_SP_SET: ROCK CUT
 GY0218_STAMPING: C 159 1957
 GY0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0218+STABILITY: POSITION/ELEVATION WELL
 GY0218
 GY0218  HISTORY     - Date     Condition        Report By
 GY0218  HISTORY     - 1957     MONUMENTED       CGS
 GY0218
 GY0218                          STATION DESCRIPTION
 GY0218
 GY0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0218'1.1 MI SE FROM WILSONDALE.
 GY0218'ABOUT 1.1 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING OLD
 GY0218'GRADE OF THE NORFOLK AND WESTERN RAILWAY FROM THE POST OFFICE
 GY0218'AT WILSONDALE, ABOUT 0.95 MILE NORTHWEST OF THE FIRST BRIDGE
 GY0218'SOUTHEAST OF WILSONDALE, SET VERTICALLY IN THE SOUTH FACE AT
 GY0218'THE EAST END OF A LONG ROCK CUT, 14 FEET NORTH OF CENTER LINE
 GY0218'OF ROAD, 36 FEET WEST OF EAST END OF CUT, 2 1/2 FEET ABOVE
 GY0218'GROUND AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1998 ***********************************************************************
 HW1998  DESIGNATION -  C 16
 HW1998  PID         -  HW1998
 HW1998  STATE/COUNTY-  WV/POCAHONTAS
 HW1998  USGS QUAD   -  DURBIN (1995)
 HW1998
 HW1998                         *CURRENT SURVEY CONTROL
 HW1998  ___________________________________________________________________
 HW1998* NAD 83(1986)-  38 33 37.     (N)    079 50 42.     (W)     SCALED    
 HW1998* NAVD 88     -       994.242  (meters)    3261.94   (feet)  ADJUSTED  
 HW1998  ___________________________________________________________________
 HW1998  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 HW1998  DYNAMIC HT  -         993.431 (meters)    3259.28  (feet)  COMP
 HW1998  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 HW1998
 HW1998  VERT ORDER  -  SECOND    CLASS 0
 HW1998
 HW1998.The horizontal coordinates were scaled from a topographic map and have
 HW1998.an estimated accuracy of +/- 6 seconds.
 HW1998
 HW1998.The orthometric height was determined by differential leveling
 HW1998.and adjusted by the National Geodetic Survey in June 1991..
 HW1998
 HW1998.The geoid height was determined by GEOID03.
 HW1998
 HW1998.The dynamic height is computed by dividing the NAVD 88
 HW1998.geopotential number by the normal gravity value computed on the
 HW1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1998.degrees latitude (g = 980.6199 gals.).
 HW1998
 HW1998.The modeled gravity was interpolated from observed gravity values.
 HW1998
 HW1998;                    North         East    Units  Estimated Accuracy
 HW1998;SPC WV S     -   173,800.      700,660.      MT  (+/- 180 meters Scaled)
 HW1998
 HW1998                          SUPERSEDED SURVEY CONTROL
 HW1998
 HW1998  NGVD 29 (??/??/92)  994.302  (m)         3262.14   (f) ADJ UNCH    2 0
 HW1998
 HW1998.Superseded values are not recommended for survey control.
 HW1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1998.See file dsdata.txt to determine how the superseded data were derived.
 HW1998
 HW1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC006686(NAD 83)
 HW1998_MARKER: DB = BENCH MARK DISK
 HW1998_SETTING: 80 = SET IN A BOULDER
 HW1998_STAMPING: C 16 1934
 HW1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1998+STABILITY: SURFACE MOTION
 HW1998
 HW1998  HISTORY     - Date     Condition        Report By
 HW1998  HISTORY     - 1934     MONUMENTED       CGS
 HW1998  HISTORY     - 1962     GOOD             NGS
 HW1998
 HW1998                          STATION DESCRIPTION
 HW1998
 HW1998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1998'2.2 MI NW FROM DURBIN.
 HW1998'ABOUT 2.25 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 HW1998'OFFICE AT DURBIN, 0.3 MILE NORTHWEST OF FARM HOUSE ON TOP OF A
 HW1998'HILL, IN A PASTURE FIELD, 62 FEET EAST OF CENTER LINE OF
 HW1998'HIGHWAY, 38 FEET EAST OF A GATE LEADING INTO FIELD, ABOUT 4
 HW1998'FEET ABOVE LEVEL OF HIGHWAY, AND SET ON TOP OF A 12 FOOT
 HW1998'LONG-BY-6 FOOT WIDE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0743 ***********************************************************************
 HY0743  DESIGNATION -  C 160
 HY0743  PID         -  HY0743
 HY0743  STATE/COUNTY-  WV/WAYNE
 HY0743  USGS QUAD   -  KIAHSVILLE (1975)
 HY0743
 HY0743                         *CURRENT SURVEY CONTROL
 HY0743  ___________________________________________________________________
 HY0743* NAD 83(1986)-  38 01 37.     (N)    082 20 46.     (W)     SCALED    
 HY0743* NAVD 88     -       240.301  (meters)     788.39   (feet)  ADJUSTED  
 HY0743  ___________________________________________________________________
 HY0743  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY0743  DYNAMIC HT  -         240.126 (meters)     787.81  (feet)  COMP
 HY0743  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 HY0743
 HY0743  VERT ORDER  -  SECOND    CLASS 0
 HY0743
 HY0743.The horizontal coordinates were scaled from a topographic map and have
 HY0743.an estimated accuracy of +/- 6 seconds.
 HY0743
 HY0743.The orthometric height was determined by differential leveling
 HY0743.and adjusted by the National Geodetic Survey in June 1991..
 HY0743
 HY0743.The geoid height was determined by GEOID03.
 HY0743
 HY0743.The dynamic height is computed by dividing the NAVD 88
 HY0743.geopotential number by the normal gravity value computed on the
 HY0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0743.degrees latitude (g = 980.6199 gals.).
 HY0743
 HY0743.The modeled gravity was interpolated from observed gravity values.
 HY0743
 HY0743;                    North         East    Units  Estimated Accuracy
 HY0743;SPC WV S     -   114,840.      481,820.      MT  (+/- 180 meters Scaled)
 HY0743
 HY0743                          SUPERSEDED SURVEY CONTROL
 HY0743
 HY0743  NGVD 29 (??/??/92)  240.513  (m)          789.08   (f) ADJ UNCH    2 0
 HY0743
 HY0743.Superseded values are not recommended for survey control.
 HY0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0743.See file dsdata.txt to determine how the superseded data were derived.
 HY0743
 HY0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC818096(NAD 83)
 HY0743_MARKER: DB = BENCH MARK DISK
 HY0743_SETTING: 80 = SET IN A BOULDER
 HY0743_SP_SET: BOULDER
 HY0743_STAMPING: C 160 1957
 HY0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0743+STABILITY: SURFACE MOTION
 HY0743
 HY0743  HISTORY     - Date     Condition        Report By
 HY0743  HISTORY     - 1957     MONUMENTED       CGS
 HY0743
 HY0743                          STATION DESCRIPTION
 HY0743
 HY0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0743'6.5 MI E FROM DUNLOW.
 HY0743'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0743'DUNLOW, THENCE ABOUT 5.7 MILES SOUTHEAST AND EAST ALONG A ROAD
 HY0743'FOLLOWING BIG BRANCH AND LEADING INTO MILAM CREEK, ABOUT 50 YARDS
 HY0743'SOUTHEAST OF THE SOUTHEAST FACE OF A BARN, AT A POINT WHERE ROAD
 HY0743'ENTERS MILAM CREEK, SET VERTICALLY IN THE SOUTH FACE OF AN
 HY0743'EMBEDDED BOULDER ABOUT 35 FEET LONG AND 12 FEET HIGH, 28 FEET
 HY0743'NORTHWEST OF CENTER LINE OF ROAD, 15 FEET WEST OF EAST END OF
 HY0743'BOULDER, 2 1/2 FEET ABOVE GROUND AND ABOUT 4 1/2 FEET ABOVE
 HY0743'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0365 ***********************************************************************
 GY0365  DESIGNATION -  C 161
 GY0365  PID         -  GY0365
 GY0365  STATE/COUNTY-  WV/LINCOLN
 GY0365  USGS QUAD   -  WILSONDALE (1981)
 GY0365
 GY0365                         *CURRENT SURVEY CONTROL
 GY0365  ___________________________________________________________________
 GY0365* NAD 83(1986)-  37 57 53.     (N)    082 15 24.     (W)     SCALED    
 GY0365* NAVD 88     -       240.192  (meters)     788.03   (feet)  ADJUSTED  
 GY0365  ___________________________________________________________________
 GY0365  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GY0365  DYNAMIC HT  -         240.016 (meters)     787.45  (feet)  COMP
 GY0365  MODELED GRAV-     979,890.6   (mgal)                       NAVD 88
 GY0365
 GY0365  VERT ORDER  -  SECOND    CLASS 0
 GY0365
 GY0365.The horizontal coordinates were scaled from a topographic map and have
 GY0365.an estimated accuracy of +/- 6 seconds.
 GY0365
 GY0365.The orthometric height was determined by differential leveling
 GY0365.and adjusted by the National Geodetic Survey in June 1991..
 GY0365
 GY0365.The geoid height was determined by GEOID03.
 GY0365
 GY0365.The dynamic height is computed by dividing the NAVD 88
 GY0365.geopotential number by the normal gravity value computed on the
 GY0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0365.degrees latitude (g = 980.6199 gals.).
 GY0365
 GY0365.The modeled gravity was interpolated from observed gravity values.
 GY0365
 GY0365;                    North         East    Units  Estimated Accuracy
 GY0365;SPC WV S     -   107,820.      489,580.      MT  (+/- 180 meters Scaled)
 GY0365
 GY0365                          SUPERSEDED SURVEY CONTROL
 GY0365
 GY0365  NGVD 29 (??/??/92)  240.405  (m)          788.73   (f) ADJ UNCH    2 0
 GY0365
 GY0365.Superseded values are not recommended for survey control.
 GY0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0365.See file dsdata.txt to determine how the superseded data were derived.
 GY0365
 GY0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC896026(NAD 83)
 GY0365_MARKER: DB = BENCH MARK DISK
 GY0365_SETTING: 80 = SET IN A BOULDER
 GY0365_STAMPING: C 161 1957
 GY0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0365+STABILITY: SURFACE MOTION
 GY0365
 GY0365  HISTORY     - Date     Condition        Report By
 GY0365  HISTORY     - 1957     MONUMENTED       CGS
 GY0365
 GY0365                          STATION DESCRIPTION
 GY0365
 GY0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0365'3.7 MI N FROM BREEDEN.
 GY0365'ABOUT 0.9 MILE NORTHWEST ALONG A GRAVEL ROAD FOLLOWING OLD
 GY0365'GRADE OF THE NORFOLK AND WESTERN RAILWAY FROM JUNCTION OF ROAD
 GY0365'SOUTHWEST ALONG BREEDEN CREEK AT BREEDEN, THENCE ABOUT 2.2 MILES
 GY0365'NORTHEAST ALONG A ROUGH ROAD LEADING OVER MOUNTAIN, THENCE
 GY0365'ABOUT 0.6 MILE NORTHWEST ALONG A ROAD FOLLOWING EAST FORK OF
 GY0365'TWELVEPOLE CREEK, ABOUT 0.4 MILE SOUTHEAST OF JUNCTION OF A
 GY0365'ROAD LEADING NORTHEAST ALONG LAUREL BRANCH, SET IN THE TOP OF THE
 GY0365'SOUTHEAST CORNER OF AN EMBEDDED BOULDER ABOUT 10 BY 10 FEET AND
 GY0365'ABOUT 4 FEET HIGH, 14 FEET NORTH OF CENTER LINE OF ROAD, 3 1/2
 GY0365'FEET NORTHWEST OF SOUTHEAST CORNER OF BOULDER AND ABOUT 6 FEET
 GY0365'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2160 ***********************************************************************
 GX2160  DESIGNATION -  C 162
 GX2160  PID         -  GX2160
 GX2160  STATE/COUNTY-  WV/MINGO
 GX2160  USGS QUAD   -  MALLORY (1976)
 GX2160
 GX2160                         *CURRENT SURVEY CONTROL
 GX2160  ___________________________________________________________________
 GX2160* NAD 83(1986)-  37 38 43.     (N)    081 51 53.     (W)     SCALED    
 GX2160* NAVD 88     -       243.882  (meters)     800.14   (feet)  ADJUSTED  
 GX2160  ___________________________________________________________________
 GX2160  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GX2160  DYNAMIC HT  -         243.696 (meters)     799.53  (feet)  COMP
 GX2160  MODELED GRAV-     979,862.0   (mgal)                       NAVD 88
 GX2160
 GX2160  VERT ORDER  -  SECOND    CLASS 0
 GX2160
 GX2160.The horizontal coordinates were scaled from a topographic map and have
 GX2160.an estimated accuracy of +/- 6 seconds.
 GX2160
 GX2160.The orthometric height was determined by differential leveling
 GX2160.and adjusted by the National Geodetic Survey in June 1991..
 GX2160
 GX2160.The geoid height was determined by GEOID03.
 GX2160
 GX2160.The dynamic height is computed by dividing the NAVD 88
 GX2160.geopotential number by the normal gravity value computed on the
 GX2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2160.degrees latitude (g = 980.6199 gals.).
 GX2160
 GX2160.The modeled gravity was interpolated from observed gravity values.
 GX2160
 GX2160;                    North         East    Units  Estimated Accuracy
 GX2160;SPC WV S     -    71,970.      523,690.      MT  (+/- 180 meters Scaled)
 GX2160
 GX2160                          SUPERSEDED SURVEY CONTROL
 GX2160
 GX2160  NGVD 29 (??/??/92)  244.089  (m)          800.82   (f) ADJ UNCH    2 0
 GX2160
 GX2160.Superseded values are not recommended for survey control.
 GX2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2160.See file dsdata.txt to determine how the superseded data were derived.
 GX2160
 GX2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB237668(NAD 83)
 GX2160_MARKER: DB = BENCH MARK DISK
 GX2160_SETTING: 66 = SET IN ROCK OUTCROP
 GX2160_SP_SET: ROCK QUARRY
 GX2160_STAMPING: C 162 1957
 GX2160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2160+STABILITY: POSITION/ELEVATION WELL
 GX2160
 GX2160  HISTORY     - Date     Condition        Report By
 GX2160  HISTORY     - 1957     MONUMENTED       CGS
 GX2160  HISTORY     - 1963     GOOD             AEROS
 GX2160
 GX2160                          STATION DESCRIPTION
 GX2160
 GX2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2160'3.2 MI N FROM GILBERT.
 GX2160'ABOUT 3.2 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION
 GX2160'OF U.S. HIGHWAY 52 AT GILBERT, ABOUT 0.8 MILE NORTH OF HIGHWAY
 GX2160'BRIDGE OVER GUYANDOT RIVER AT TAMCLIFF, SET VERTICALLY IN THE
 GX2160'SOUTHEAST FACE OF ABANDONED ROCK QUARRY, 74 FEET NORTHWEST OF
 GX2160'CENTER LINE OF HIGHWAY, NEAR CENTER OF WALL OF QUARRY, AND ABOUT
 GX2160'2 FEET ABOVE GROUND AND HIGHWAY.
 GX2160
 GX2160                          STATION RECOVERY (1963)
 GX2160
 GX2160'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0276 ***********************************************************************
 GY0276  DESIGNATION -  C 163
 GY0276  PID         -  GY0276
 GY0276  STATE/COUNTY-  WV/MINGO
 GY0276  USGS QUAD   -  BARNABUS (1976)
 GY0276
 GY0276                         *CURRENT SURVEY CONTROL
 GY0276  ___________________________________________________________________
 GY0276* NAD 83(1986)-  37 40 02.     (N)    082 06 21.     (W)     SCALED    
 GY0276* NAVD 88     -       305.223  (meters)    1001.39   (feet)  ADJUSTED  
 GY0276  ___________________________________________________________________
 GY0276  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GY0276  DYNAMIC HT  -         304.993 (meters)    1000.63  (feet)  COMP
 GY0276  MODELED GRAV-     979,869.3   (mgal)                       NAVD 88
 GY0276
 GY0276  VERT ORDER  -  SECOND    CLASS 0
 GY0276
 GY0276.The horizontal coordinates were scaled from a topographic map and have
 GY0276.an estimated accuracy of +/- 6 seconds.
 GY0276
 GY0276.The orthometric height was determined by differential leveling
 GY0276.and adjusted by the National Geodetic Survey in June 1991..
 GY0276
 GY0276.The geoid height was determined by GEOID03.
 GY0276
 GY0276.The dynamic height is computed by dividing the NAVD 88
 GY0276.geopotential number by the normal gravity value computed on the
 GY0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0276.degrees latitude (g = 980.6199 gals.).
 GY0276
 GY0276.The modeled gravity was interpolated from observed gravity values.
 GY0276
 GY0276;                    North         East    Units  Estimated Accuracy
 GY0276;SPC WV S     -    74,640.      502,440.      MT  (+/- 180 meters Scaled)
 GY0276
 GY0276                          SUPERSEDED SURVEY CONTROL
 GY0276
 GY0276  NGVD 29 (??/??/92)  305.442  (m)         1002.10   (f) ADJ UNCH    2 0
 GY0276
 GY0276.Superseded values are not recommended for survey control.
 GY0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0276.See file dsdata.txt to determine how the superseded data were derived.
 GY0276
 GY0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB024694(NAD 83)
 GY0276_MARKER: DB = BENCH MARK DISK
 GY0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0276_SP_SET: CULVERT
 GY0276_STAMPING: C 163 1957
 GY0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0276
 GY0276  HISTORY     - Date     Condition        Report By
 GY0276  HISTORY     - 1957     MONUMENTED       CGS
 GY0276
 GY0276                          STATION DESCRIPTION
 GY0276
 GY0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0276'3.7 MI NE FROM TAYLORSVILLE.
 GY0276'ABOUT 3.7 MILES NORTHEAST ALONG U.S. HIGHWAYS 52 AND 119 FROM THE
 GY0276'JUNCTION OF RED JACKET ROAD AT TAYLORSVILLE, ABOUT 0.65 MILE
 GY0276'EAST OF THE POST OFFICE AT VARNEY, ABOUT 30 YARDS WEST OF
 GY0276'JUNCTION OF A PRIVATE DRIVE NORTH, IN THE TOP OF WEST END OF NORTH
 GY0276'CONCRETE HEAD WALL OF A CULVERT FOR A SMALL STREAM, 18 FEET NORTH
 GY0276'OF CENTER LINE OF HIGHWAY AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1135 ***********************************************************************
 GX1135  DESIGNATION -  C 164
 GX1135  PID         -  GX1135
 GX1135  STATE/COUNTY-  WV/WYOMING
 GX1135  USGS QUAD   -  RHODELL (1976)
 GX1135
 GX1135                         *CURRENT SURVEY CONTROL
 GX1135  ___________________________________________________________________
 GX1135* NAD 83(1986)-  37 34 31.     (N)    081 21 17.     (W)     SCALED    
 GX1135* NAVD 88     -       446.361  (meters)    1464.44   (feet)  ADJUSTED  
 GX1135  ___________________________________________________________________
 GX1135  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX1135  DYNAMIC HT  -         445.993 (meters)    1463.23  (feet)  COMP
 GX1135  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 GX1135
 GX1135  VERT ORDER  -  SECOND    CLASS 0
 GX1135
 GX1135.The horizontal coordinates were scaled from a topographic map and have
 GX1135.an estimated accuracy of +/- 6 seconds.
 GX1135
 GX1135.The orthometric height was determined by differential leveling
 GX1135.and adjusted by the National Geodetic Survey in June 1991..
 GX1135
 GX1135.The geoid height was determined by GEOID03.
 GX1135
 GX1135.The dynamic height is computed by dividing the NAVD 88
 GX1135.geopotential number by the normal gravity value computed on the
 GX1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1135.degrees latitude (g = 980.6199 gals.).
 GX1135
 GX1135.The modeled gravity was interpolated from observed gravity values.
 GX1135
 GX1135;                    North         East    Units  Estimated Accuracy
 GX1135;SPC WV S     -    63,910.      568,670.      MT  (+/- 180 meters Scaled)
 GX1135
 GX1135                          SUPERSEDED SURVEY CONTROL
 GX1135
 GX1135  NGVD 29 (??/??/92)  446.518  (m)         1464.95   (f) ADJ UNCH    2 0
 GX1135
 GX1135.Superseded values are not recommended for survey control.
 GX1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1135.See file dsdata.txt to determine how the superseded data were derived.
 GX1135
 GX1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB686587(NAD 83)
 GX1135_MARKER: DB = BENCH MARK DISK
 GX1135_SETTING: 66 = SET IN ROCK OUTCROP
 GX1135_SP_SET: ROCK CUT
 GX1135_STAMPING: C 164 1960
 GX1135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1135+STABILITY: POSITION/ELEVATION WELL
 GX1135
 GX1135  HISTORY     - Date     Condition        Report By
 GX1135  HISTORY     - 1960     MONUMENTED       CGS
 GX1135  HISTORY     - 1980     GOOD             LOCSUR
 GX1135
 GX1135                          STATION DESCRIPTION
 GX1135
 GX1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1135'2.8 MI E FROM MULLENS.
 GX1135'ABOUT 2.75 MILES EAST ALONG THE VIRGINIAN RAILWAY FROM THE
 GX1135'STATION AT MULLENS, NEAR THE CROSSING OF A POWER LINE WITH
 GX1135'STEEL TOWERS, SET VERTICALLY IN FACE OF ROCK CUT AT THE SOUTHEAST
 GX1135'END OF OUTCROP, 8 FEET WEST-NORTHWEST OF NEAR RAIL OF TRACK, 114
 GX1135'FEET SOUTHWEST OF CENTER OF CROSSING OF POWER LINE, 57 FEET
 GX1135'WEST-SOUTHWEST OF TELEPHONE POLE NO. 94, AND ABOUT 1/2 FOOT ABOVE
 GX1135'LEVEL OF TRACK.
 GX1135
 GX1135                          STATION RECOVERY (1980)
 GX1135
 GX1135'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0892 ***********************************************************************
 JX0892  DESIGNATION -  C 168
 JX0892  PID         -  JX0892
 JX0892  STATE/COUNTY-  WV/WOOD
 JX0892  USGS QUAD   -  VALLEY MILLS (1994)
 JX0892
 JX0892                         *CURRENT SURVEY CONTROL
 JX0892  ___________________________________________________________________
 JX0892* NAD 83(1986)-  39 20 45.     (N)    081 25 35.     (W)     SCALED    
 JX0892* NAVD 88     -       216.058  (meters)     708.85   (feet)  ADJUSTED  
 JX0892  ___________________________________________________________________
 JX0892  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JX0892  DYNAMIC HT  -         215.925 (meters)     708.41  (feet)  COMP
 JX0892  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 JX0892
 JX0892  VERT ORDER  -  SECOND    CLASS 0
 JX0892
 JX0892.This mark is at Wood Co Apt Gill Robb Wilson Fld Airport (PKB)
 JX0892
 JX0892.The horizontal coordinates were scaled from a topographic map and have
 JX0892.an estimated accuracy of +/- 6 seconds.
 JX0892
 JX0892.The orthometric height was determined by differential leveling
 JX0892.and adjusted by the National Geodetic Survey in June 1991..
 JX0892
 JX0892.The geoid height was determined by GEOID03.
 JX0892
 JX0892.The dynamic height is computed by dividing the NAVD 88
 JX0892.geopotential number by the normal gravity value computed on the
 JX0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0892.degrees latitude (g = 980.6199 gals.).
 JX0892
 JX0892.The modeled gravity was interpolated from observed gravity values.
 JX0892
 JX0892;                    North         East    Units  Estimated Accuracy
 JX0892;SPC WV N     -    95,680.      433,960.      MT  (+/- 180 meters Scaled)
 JX0892
 JX0892                          SUPERSEDED SURVEY CONTROL
 JX0892
 JX0892  NGVD 29 (??/??/92)  216.226  (m)          709.40   (f) ADJ UNCH    2 0
 JX0892
 JX0892.Superseded values are not recommended for survey control.
 JX0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0892.See file dsdata.txt to determine how the superseded data were derived.
 JX0892
 JX0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD632552(NAD 83)
 JX0892_MARKER: DB = BENCH MARK DISK
 JX0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0892_SP_SET: CULVERT
 JX0892_STAMPING: C 168 1962
 JX0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0892
 JX0892  HISTORY     - Date     Condition        Report By
 JX0892  HISTORY     - 1962     MONUMENTED       CGS
 JX0892  HISTORY     - 1967     GOOD             NGS
 JX0892  HISTORY     - 1983     GOOD             NGS
 JX0892
 JX0892                          STATION DESCRIPTION
 JX0892
 JX0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JX0892'3.7 MI W FROM WAVERLY.
 JX0892'FROM THE POST OFFICE IN WAVERLY, GO 0.2 MILE SOUTH ON A PAVED
 JX0892'ROAD, THEN 2.6 MILES WEST ON STATE HIGHWAY 2 TO THE T JUNCTION OF
 JX0892'STATE HIGHWAY 31, THEN GO 0.9 MILE NORTH ON STATE HIGHWAY 31 TO THE
 JX0892'T JUNCTION OF A PAVED ROAD LEADING WEST TO THE WOOD CO. AIRPORT.
 JX0892'THE BENCH MARK IS 65.3 FT. WEST OF THE CENTER LINE OF STATE
 JX0892'HIGHWAY 31, 28.3 FT. NORTH OF THE CENTER LINE OF THE PAVED
 JX0892'ROAD LEADING TO WOOD CO. AIRPORT, AND 1.5 FT. WEST OF THE EAST
 JX0892'EDGE OF THE NORTH CONCRETE HEADWALL OF A CULVERT UNDER THE
 JX0892'ROAD LEADING WEST TO THE AIRPORT.  THE DISK IS CEMENTED IN A DRILL
 JX0892'HOLE IN TOP OF THE HEADWALL OF THE CULVERT, AND IS ABOUT 6 FT.
 JX0892'BELOW THE LEVEL OF THE ROAD.
 JX0892
 JX0892                          STATION RECOVERY (1967)
 JX0892
 JX0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JX0892'RECOVERED IN GOOD CONDITION.
 JX0892
 JX0892                          STATION RECOVERY (1983)
 JX0892
 JX0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1425 ***********************************************************************
 HW1425  DESIGNATION -  C 17
 HW1425  PID         -  HW1425
 HW1425  STATE/COUNTY-  WV/PENDLETON
 HW1425  USGS QUAD   -  FRANKLIN (1995)
 HW1425
 HW1425                         *CURRENT SURVEY CONTROL
 HW1425  ___________________________________________________________________
 HW1425* NAD 83(1995)-  38 39 24.26976(N)    079 19 48.65307(W)     ADJUSTED  
 HW1425* NAVD 88     -       559.324  (meters)    1835.05   (feet)  ADJUSTED  
 HW1425  ___________________________________________________________________
 HW1425  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 HW1425  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HW1425  DYNAMIC HT  -         558.918 (meters)    1833.72  (feet)  COMP
 HW1425  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 HW1425
 HW1425  HORZ ORDER  -  SECOND
 HW1425  VERT ORDER  -  SECOND    CLASS 0
 HW1425
 HW1425.The horizontal coordinates were established by classical geodetic methods
 HW1425.and adjusted by the National Geodetic Survey in April 1998..
 HW1425
 HW1425.The orthometric height was determined by differential leveling
 HW1425.and adjusted by the National Geodetic Survey in June 1991..
 HW1425
 HW1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW1425
 HW1425.The geoid height was determined by GEOID03.
 HW1425
 HW1425.The dynamic height is computed by dividing the NAVD 88
 HW1425.geopotential number by the normal gravity value computed on the
 HW1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1425.degrees latitude (g = 980.6199 gals.).
 HW1425
 HW1425.The modeled gravity was interpolated from observed gravity values.
 HW1425
 HW1425;                    North         East     Units Scale Factor Converg.
 HW1425;SPC WV S     -   185,192.586   745,332.945   MT  0.99995958   +1 01 56.2
 HW1425;UTM  17      - 4,280,008.677   645,293.111   MT  0.99985996   +1 02 35.7
 HW1425
 HW1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW1425!SPC WV S     -   0.99991714  x   0.99995958  =   0.99987672
 HW1425!UTM  17      -   0.99991714  x   0.99985996  =   0.99977711
 HW1425
 HW1425                          SUPERSEDED SURVEY CONTROL
 HW1425
 HW1425  NAD 83(1995)-  38 39 24.27244(N)    079 19 48.65626(W) AD(       ) 2
 HW1425  NAD 83(1986)-  38 39 24.27336(N)    079 19 48.65939(W) AD(       ) 2
 HW1425  NAD 27      -  38 39 23.85630(N)    079 19 49.51920(W) AD(       ) 2
 HW1425  NGVD 29 (??/??/92)  559.445  (m)         1835.45   (f) ADJ UNCH    2 0
 HW1425
 HW1425.Superseded values are not recommended for survey control.
 HW1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1425.See file dsdata.txt to determine how the superseded data were derived.
 HW1425
 HW1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC4529380009(NAD 83)
 HW1425_MARKER: DB = BENCH MARK DISK
 HW1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1425_STAMPING: C 17 1934
 HW1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1425+STABILITY: SURFACE MOTION
 HW1425
 HW1425  HISTORY     - Date     Condition        Report By
 HW1425  HISTORY     - 1956     MONUMENTED       CGS
 HW1425  HISTORY     - 1956     GOOD             NGS
 HW1425
 HW1425                          STATION DESCRIPTION
 HW1425
 HW1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW1425'TO REACH, FROM THE U.S. POST OFFICE IN FRANKLIN, GO NORTH, ON U.S.
 HW1425'HIGHWAY 220, FOR 0.35 MILE
 HW1425'TO FORKS AND U.S. HIGHWAY 33, CONTINUE NORTHERLY, ON U.S. HIGHWAY 220
 HW1425'AND 33, FOR 0.55 MILE TO THE
 HW1425'JUNCTION OF U.S. HIGHWAY 33 AND 220, KEEP RIGHT, ON
 HW1425'U.S. HIGHWAY 220, FOR 0.15 MILE TO THE STATION.
 HW1425'
 HW1425'IT IS A U.S. COAST AND GEODETIC SURVEY BENCH
 HW1425'MARK, STAMPED C 17 1934, SET IN
 HW1425'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 HW1425'INCHES ON THE EAST SIDE AND 14 INCHES
 HW1425'ON THE WEST SIDE.  IT IS LOCATED 19.6 FEET EAST OF THE
 HW1425'CENTERLINE OF U.S. HIGHWAY 220 AND 8.8 FEET WEST
 HW1425'OF THE NORTH-SOUTH FENCELINE.
 HW1425
 HW1425                          STATION RECOVERY (1956)
 HW1425
 HW1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HW1425'1.4 MI N FROM FRANKLIN.
 HW1425'1.4 MILES NORTH ALONG U.S. HIGHWAY 220 FROM FRANKLIN, PENDLETON
 HW1425'COUNTY, 0.2 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 33, JUST
 HW1425'SOUTH OF A GATE, 7 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY,
 HW1425'1 FOOT WEST OF A FENCE LINE, AND 1 FOOT LOWER THAN THE HIGHWAY.
 HW1425'A STANDARD DISK, STAMPED C 17 1934 AND SET IN THE TOP OF A
 HW1425'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2604 ***********************************************************************
 HX2604  DESIGNATION -  C 175
 HX2604  PID         -  HX2604
 HX2604  STATE/COUNTY-  WV/MASON
 HX2604  USGS QUAD   -  NEW HAVEN (1994)
 HX2604
 HX2604                         *CURRENT SURVEY CONTROL
 HX2604  ___________________________________________________________________
 HX2604* NAD 83(1986)-  38 57 53.     (N)    081 55 39.     (W)     SCALED    
 HX2604* NAVD 88     -       180.842  (meters)     593.31   (feet)  ADJUSTED  
 HX2604  ___________________________________________________________________
 HX2604  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 HX2604  DYNAMIC HT  -         180.729 (meters)     592.94  (feet)  COMP
 HX2604  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 HX2604
 HX2604  VERT ORDER  -  FIRST     CLASS II
 HX2604
 HX2604.The horizontal coordinates were scaled from a topographic map and have
 HX2604.an estimated accuracy of +/- 6 seconds.
 HX2604
 HX2604.The orthometric height was determined by differential leveling
 HX2604.and adjusted by the National Geodetic Survey in June 1991..
 HX2604
 HX2604.The geoid height was determined by GEOID03.
 HX2604
 HX2604.The dynamic height is computed by dividing the NAVD 88
 HX2604.geopotential number by the normal gravity value computed on the
 HX2604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2604.degrees latitude (g = 980.6199 gals.).
 HX2604
 HX2604.The modeled gravity was interpolated from observed gravity values.
 HX2604
 HX2604;                    North         East    Units  Estimated Accuracy
 HX2604;SPC WV S     -   218,480.      519,610.      MT  (+/- 180 meters Scaled)
 HX2604
 HX2604                          SUPERSEDED SURVEY CONTROL
 HX2604
 HX2604  NGVD 29 (??/??/92)  181.040  (m)          593.96   (f) ADJ UNCH    1 2
 HX2604
 HX2604.Superseded values are not recommended for survey control.
 HX2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2604.See file dsdata.txt to determine how the superseded data were derived.
 HX2604
 HX2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD196132(NAD 83)
 HX2604_MARKER: DB = BENCH MARK DISK
 HX2604_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX2604_STAMPING: C 175 1958
 HX2604_MARK LOGO: CGS   
 HX2604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2604+STABILITY: SURFACE MOTION
 HX2604
 HX2604  HISTORY     - Date     Condition        Report By
 HX2604  HISTORY     - 1958     MONUMENTED       CGS
 HX2604  HISTORY     - 1976     GOOD             NGS
 HX2604  HISTORY     - 1984     GOOD             NGS
 HX2604
 HX2604                          STATION DESCRIPTION
 HX2604
 HX2604'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2604'AT GRAHAM.
 HX2604'AT GRAHAM, ALONG THE BALTIMORE AND OHIO RAILROAD, 230 FEET
 HX2604'SOUTHWEST OF CENTER OF CROSSING OF THE MAIN TRACK OF B. AND O. RR
 HX2604'AND A BLACK TOP ROAD LEADING NORTHEAST AND EAST TO PHILIP SPORN
 HX2604'POWER PLANT, 36 FEET NORTHEAST OF CENTER LINE OF U.S. HIGHWAY
 HX2604'33, 27 1/2 FEET NORTHWEST OF CENTER LINE OF BLACK TOP ROAD, IN
 HX2604'THE TOP OF THE NORTHWEST END OF NORTHEAST HEAD WALL OF A
 HX2604'24-INCH PIPE CULVERT UNDER HIGHWAY 33 AND ABOUT 1 FOOT BELOW LEVEL
 HX2604'OF HIGHWAY.
 HX2604
 HX2604                          STATION RECOVERY (1976)
 HX2604
 HX2604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2604'RECOVERED IN GOOD CONDITION.
 HX2604
 HX2604                          STATION RECOVERY (1984)
 HX2604
 HX2604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2425 ***********************************************************************
 GX2425  DESIGNATION -  C 176
 GX2425  PID         -  GX2425
 GX2425  STATE/COUNTY-  WV/MINGO
 GX2425  USGS QUAD   -  GILBERT (1977)
 GX2425
 GX2425                         *CURRENT SURVEY CONTROL
 GX2425  ___________________________________________________________________
 GX2425* NAD 83(1986)-  37 35 47.     (N)    081 50 59.     (W)     SCALED    
 GX2425* NAVD 88     -       265.286  (meters)     870.36   (feet)  ADJUSTED  
 GX2425  ___________________________________________________________________
 GX2425  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX2425  DYNAMIC HT  -         265.083 (meters)     869.69  (feet)  COMP
 GX2425  MODELED GRAV-     979,857.7   (mgal)                       NAVD 88
 GX2425
 GX2425  VERT ORDER  -  SECOND    CLASS 0
 GX2425
 GX2425.The horizontal coordinates were scaled from a topographic map and have
 GX2425.an estimated accuracy of +/- 6 seconds.
 GX2425
 GX2425.The orthometric height was determined by differential leveling
 GX2425.and adjusted by the National Geodetic Survey in June 1991..
 GX2425
 GX2425.The geoid height was determined by GEOID03.
 GX2425
 GX2425.The dynamic height is computed by dividing the NAVD 88
 GX2425.geopotential number by the normal gravity value computed on the
 GX2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2425.degrees latitude (g = 980.6199 gals.).
 GX2425
 GX2425.The modeled gravity was interpolated from observed gravity values.
 GX2425
 GX2425;                    North         East    Units  Estimated Accuracy
 GX2425;SPC WV S     -    66,540.      524,960.      MT  (+/- 180 meters Scaled)
 GX2425
 GX2425                          SUPERSEDED SURVEY CONTROL
 GX2425
 GX2425  NGVD 29 (??/??/92)  265.490  (m)          871.03   (f) ADJ UNCH    2 0
 GX2425
 GX2425.Superseded values are not recommended for survey control.
 GX2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2425.See file dsdata.txt to determine how the superseded data were derived.
 GX2425
 GX2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB249613(NAD 83)
 GX2425_MARKER: DB = BENCH MARK DISK
 GX2425_SETTING: 66 = SET IN ROCK OUTCROP
 GX2425_SP_SET: ROCK CUTS
 GX2425_STAMPING: C 176 1958
 GX2425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2425+STABILITY: POSITION/ELEVATION WELL
 GX2425
 GX2425  HISTORY     - Date     Condition        Report By
 GX2425  HISTORY     - 1958     MONUMENTED       CGS
 GX2425  HISTORY     - 1963     GOOD             AEROS
 GX2425
 GX2425                          STATION DESCRIPTION
 GX2425
 GX2425'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2425'3 MI SE FROM GILBERT.
 GX2425'ABOUT 2.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE
 GX2425'JUNCTION OF STATE HIGHWAY 80 AT GILBERT, 22 FEET NORTHEAST OF THE
 GX2425'CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE SOUTHWEST FACE
 GX2425'OF THE NORTHWEST ONE OF TWO ROCK CUTS, ABOUT 50 YARDS NORTHWEST
 GX2425'OF A 4-FOOT PIPE CULVERT IN A SMALL RAVINE THAT LEADS NORTHEAST
 GX2425'AWAY FROM THE HIGHWAY AND BETWEEN TWO LARGE ROCK CUTS, AND ABOUT
 GX2425'2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2425
 GX2425                          STATION RECOVERY (1963)
 GX2425
 GX2425'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2467 ***********************************************************************
 GX2467  DESIGNATION -  C 177
 GX2467  PID         -  GX2467
 GX2467  STATE/COUNTY-  WV/WYOMING
 GX2467  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2467
 GX2467                         *CURRENT SURVEY CONTROL
 GX2467  ___________________________________________________________________
 GX2467* NAD 83(1986)-  37 34 57.     (N)    081 42 43.     (W)     SCALED    
 GX2467* NAVD 88     -       347.993  (meters)    1141.71   (feet)  ADJUSTED  
 GX2467  ___________________________________________________________________
 GX2467  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX2467  DYNAMIC HT  -         347.720 (meters)    1140.81  (feet)  COMP
 GX2467  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 GX2467
 GX2467  VERT ORDER  -  SECOND    CLASS 0
 GX2467
 GX2467.The horizontal coordinates were scaled from a topographic map and have
 GX2467.an estimated accuracy of +/- 6 seconds.
 GX2467
 GX2467.The orthometric height was determined by differential leveling
 GX2467.and adjusted by the National Geodetic Survey in June 1991..
 GX2467
 GX2467.The geoid height was determined by GEOID03.
 GX2467
 GX2467.The dynamic height is computed by dividing the NAVD 88
 GX2467.geopotential number by the normal gravity value computed on the
 GX2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2467.degrees latitude (g = 980.6199 gals.).
 GX2467
 GX2467.The modeled gravity was interpolated from observed gravity values.
 GX2467
 GX2467;                    North         East    Units  Estimated Accuracy
 GX2467;SPC WV S     -    64,890.      537,120.      MT  (+/- 180 meters Scaled)
 GX2467
 GX2467                          SUPERSEDED SURVEY CONTROL
 GX2467
 GX2467  NGVD 29 (??/??/92)  348.178  (m)         1142.31   (f) ADJ UNCH    2 0
 GX2467
 GX2467.Superseded values are not recommended for survey control.
 GX2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2467.See file dsdata.txt to determine how the superseded data were derived.
 GX2467
 GX2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB371597(NAD 83)
 GX2467_MARKER: DB = BENCH MARK DISK
 GX2467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2467_SP_SET: ABUTMENT
 GX2467_STAMPING: C 177 1958
 GX2467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2467
 GX2467  HISTORY     - Date     Condition        Report By
 GX2467  HISTORY     - 1958     MONUMENTED       CGS
 GX2467  HISTORY     - 1963     GOOD             AEROS
 GX2467
 GX2467                          STATION DESCRIPTION
 GX2467
 GX2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2467'3 MI W FROM BAILEYVILLE.
 GX2467'ABOUT 2.95 MILES WEST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 GX2467'OVER GUYANDOT RIVER, ON THE VIRGINIAN RAILWAY, ABOUT 0.35 MILE
 GX2467'EAST OF MILE POST 29, IN THE TOP OF THE SOUTH END OF EAST ABUTMENT
 GX2467'OF RAILWAY BRIDGE OVER HORSE CREEK, 5 FEET SOUTH OF SOUTH RAIL
 GX2467'AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
 GX2467
 GX2467                          STATION RECOVERY (1963)
 GX2467
 GX2467'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2450 ***********************************************************************
 GX2450  DESIGNATION -  C 178
 GX2450  PID         -  GX2450
 GX2450  STATE/COUNTY-  WV/WYOMING
 GX2450  USGS QUAD   -  PINEVILLE (1976)
 GX2450
 GX2450                         *CURRENT SURVEY CONTROL
 GX2450  ___________________________________________________________________
 GX2450* NAD 83(1986)-  37 35 09.     (N)    081 33 37.     (W)     SCALED    
 GX2450* NAVD 88     -       384.577  (meters)    1261.73   (feet)  ADJUSTED  
 GX2450  ___________________________________________________________________
 GX2450  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX2450  DYNAMIC HT  -         384.271 (meters)    1260.73  (feet)  COMP
 GX2450  MODELED GRAV-     979,821.9   (mgal)                       NAVD 88
 GX2450
 GX2450  VERT ORDER  -  SECOND    CLASS 0
 GX2450
 GX2450.The horizontal coordinates were scaled from a topographic map and have
 GX2450.an estimated accuracy of +/- 6 seconds.
 GX2450
 GX2450.The orthometric height was determined by differential leveling
 GX2450.and adjusted by the National Geodetic Survey in June 1991..
 GX2450
 GX2450.The geoid height was determined by GEOID03.
 GX2450
 GX2450.The dynamic height is computed by dividing the NAVD 88
 GX2450.geopotential number by the normal gravity value computed on the
 GX2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2450.degrees latitude (g = 980.6199 gals.).
 GX2450
 GX2450.The modeled gravity was interpolated from observed gravity values.
 GX2450
 GX2450;                    North         East    Units  Estimated Accuracy
 GX2450;SPC WV S     -    65,170.      550,520.      MT  (+/- 180 meters Scaled)
 GX2450
 GX2450                          SUPERSEDED SURVEY CONTROL
 GX2450
 GX2450  NGVD 29 (??/??/92)  384.749  (m)         1262.30   (f) ADJ UNCH    2 0
 GX2450
 GX2450.Superseded values are not recommended for survey control.
 GX2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2450.See file dsdata.txt to determine how the superseded data were derived.
 GX2450
 GX2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB505600(NAD 83)
 GX2450_MARKER: DB = BENCH MARK DISK
 GX2450_SETTING: 66 = SET IN ROCK OUTCROP
 GX2450_SP_SET: CUT
 GX2450_STAMPING: C 178 1958
 GX2450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2450+STABILITY: POSITION/ELEVATION WELL
 GX2450
 GX2450  HISTORY     - Date     Condition        Report By
 GX2450  HISTORY     - 1958     MONUMENTED       CGS
 GX2450  HISTORY     - 1963     GOOD             AEROS
 GX2450  HISTORY     - 1980     GOOD             LOCSUR
 GX2450
 GX2450                          STATION DESCRIPTION
 GX2450
 GX2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2450'2.4 MI W FROM PINEVILLE.
 GX2450'ABOUT 2.4 MILES WEST ALONG A BLACK TOP ROAD TO BAILEYSVILLE FROM
 GX2450'THE COURTHOUSE AT PINEVILLE, ON THE OUTSIDE OF A LONG CURVE
 GX2450'WITH TANGENTS EXTENDING SOUTH AND WEST, AT THE JUNCTION OF A
 GX2450'NARROW ROUGH ROAD LEADING NORTH AND UPHILL, SET VERTICALLY IN
 GX2450'THE WEST FACE OF A ROCK CUT, 31 FEET NORTHEAST OF THE CENTER
 GX2450'LINE OF THE ROAD, 15 FEET EAST OF THE CENTER LINE OF THE ROAD
 GX2450'NORTH, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2450
 GX2450                          STATION RECOVERY (1963)
 GX2450
 GX2450'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2450'RECOVERED IN GOOD CONDITION.
 GX2450
 GX2450                          STATION RECOVERY (1980)
 GX2450
 GX2450'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1891 ***********************************************************************
 GX1891  DESIGNATION -  C 179
 GX1891  PID         -  GX1891
 GX1891  STATE/COUNTY-  WV/MCDOWELL
 GX1891  USGS QUAD   -  WAR (1977)
 GX1891
 GX1891                         *CURRENT SURVEY CONTROL
 GX1891  ___________________________________________________________________
 GX1891* NAD 83(1986)-  37 18 11.     (N)    081 41 22.     (W)     SCALED    
 GX1891* NAVD 88     -       412.843  (meters)    1354.47   (feet)  ADJUSTED  
 GX1891  ___________________________________________________________________
 GX1891  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX1891  DYNAMIC HT  -         412.498 (meters)    1353.34  (feet)  COMP
 GX1891  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 GX1891
 GX1891  VERT ORDER  -  SECOND    CLASS 0
 GX1891
 GX1891.The horizontal coordinates were scaled from a topographic map and have
 GX1891.an estimated accuracy of +/- 6 seconds.
 GX1891
 GX1891.The orthometric height was determined by differential leveling
 GX1891.and adjusted by the National Geodetic Survey in June 1991..
 GX1891
 GX1891.The geoid height was determined by GEOID03.
 GX1891
 GX1891.The dynamic height is computed by dividing the NAVD 88
 GX1891.geopotential number by the normal gravity value computed on the
 GX1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1891.degrees latitude (g = 980.6199 gals.).
 GX1891
 GX1891.The modeled gravity was interpolated from observed gravity values.
 GX1891
 GX1891;                    North         East    Units  Estimated Accuracy
 GX1891;SPC WV S     -    33,860.      538,870.      MT  (+/- 180 meters Scaled)
 GX1891
 GX1891                          SUPERSEDED SURVEY CONTROL
 GX1891
 GX1891  NGVD 29 (??/??/92)  413.004  (m)         1355.00   (f) ADJ UNCH    2 0
 GX1891
 GX1891.Superseded values are not recommended for survey control.
 GX1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1891.See file dsdata.txt to determine how the superseded data were derived.
 GX1891
 GX1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB389287(NAD 83)
 GX1891_MARKER: DB = BENCH MARK DISK
 GX1891_SETTING: 66 = SET IN ROCK OUTCROP
 GX1891_SP_SET: SET IN ROCK OUTCROP
 GX1891_STAMPING: C 179 1958
 GX1891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1891+STABILITY: POSITION/ELEVATION WELL
 GX1891
 GX1891  HISTORY     - Date     Condition        Report By
 GX1891  HISTORY     - 1958     MONUMENTED       CGS
 GX1891
 GX1891                          STATION DESCRIPTION
 GX1891
 GX1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1891'AT WAR.
 GX1891'AT WAR, ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM
 GX1891'THE POST OFFICE, 0.25 MILE NORTHWEST ALONG THE NORFOLK AND
 GX1891'WESTERN RAILWAY FROM THE STATION, AT THE CROSSING OF HIGHWAY
 GX1891'16, AT MILEPOST I 22, SET VERTICALLY IN THE WEST FACE OF A LARGE
 GX1891'ROCK CUT, 33 FEET EAST OF THE EAST RAIL FROM THE CENTER OF THE
 GX1891'CROSSING, 30 FEET NORTH OF THE SOUTHEAST END OF THE ROCK, AND
 GX1891'ABOUT 3 FEET ABOVE THE LEVEL OF THE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0323 ***********************************************************************
 JW0323  DESIGNATION -  C 18
 JW0323  PID         -  JW0323
 JW0323  STATE/COUNTY-  WV/HAMPSHIRE
 JW0323  USGS QUAD   -  SECTOR (1971)
 JW0323
 JW0323                         *CURRENT SURVEY CONTROL
 JW0323  ___________________________________________________________________
 JW0323* NAD 83(1986)-  39 13 39.     (N)    078 51 22.     (W)     SCALED    
 JW0323* NAVD 88     -       221.369  (meters)     726.27   (feet)  ADJUSTED  
 JW0323  ___________________________________________________________________
 JW0323  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JW0323  DYNAMIC HT  -         221.229 (meters)     725.82  (feet)  COMP
 JW0323  MODELED GRAV-     979,992.0   (mgal)                       NAVD 88
 JW0323
 JW0323  VERT ORDER  -  SECOND    CLASS 0
 JW0323
 JW0323.The horizontal coordinates were scaled from a topographic map and have
 JW0323.an estimated accuracy of +/- 6 seconds.
 JW0323
 JW0323.The orthometric height was determined by differential leveling
 JW0323.and adjusted by the National Geodetic Survey in June 1991..
 JW0323
 JW0323.The geoid height was determined by GEOID03.
 JW0323
 JW0323.The dynamic height is computed by dividing the NAVD 88
 JW0323.geopotential number by the normal gravity value computed on the
 JW0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0323.degrees latitude (g = 980.6199 gals.).
 JW0323
 JW0323.The modeled gravity was interpolated from observed gravity values.
 JW0323
 JW0323;                    North         East    Units  Estimated Accuracy
 JW0323;SPC WV N     -    80,960.      655,600.      MT  (+/- 180 meters Scaled)
 JW0323
 JW0323                          SUPERSEDED SURVEY CONTROL
 JW0323
 JW0323  NGVD 29 (??/??/92)  221.530  (m)          726.80   (f) ADJ UNCH    2 0
 JW0323
 JW0323.Superseded values are not recommended for survey control.
 JW0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0323.See file dsdata.txt to determine how the superseded data were derived.
 JW0323
 JW0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD850442(NAD 83)
 JW0323_MARKER: DB = BENCH MARK DISK
 JW0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0323_STAMPING: C 18 1934
 JW0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0323+STABILITY: SURFACE MOTION
 JW0323
 JW0323  HISTORY     - Date     Condition        Report By
 JW0323  HISTORY     - 1934     MONUMENTED       CGS
 JW0323  HISTORY     - 1948     GOOD             NGS
 JW0323
 JW0323                          STATION DESCRIPTION
 JW0323
 JW0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JW0323'8.9 MI S FROM VANDERLIP.
 JW0323'8.9 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0323'VANDERLIP (NEAR ROMNEY) HAMPSHIRE COUNTY, AT GLEBE, 218 FEET
 JW0323'SOUTH OF A DIRT ROAD CROSSING LEADING TO OLD BRIDGE ACROSS RIVER
 JW0323'(WASHED OUT), 100 FEET SOUTHEAST OF A FORMER STORE BUILDING, 12
 JW0323'FEET SOUTHWEST OF SWITCH STAND, AND 17 FEET WEST OF WEST RAIL,
 JW0323'IN TOP OF CONCRETE POST, A STANDARD DISK, STAMPED C 18 1934 2
 JW0323'FEET ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2200 ***********************************************************************
 GX2200  DESIGNATION -  C 180
 GX2200  PID         -  GX2200
 GX2200  STATE/COUNTY-  WV/WYOMING
 GX2200  USGS QUAD   -  OCEANA (1976)
 GX2200
 GX2200                         *CURRENT SURVEY CONTROL
 GX2200  ___________________________________________________________________
 GX2200* NAD 83(1986)-  37 41 57.     (N)    081 38 12.     (W)     SCALED    
 GX2200* NAVD 88     -       381.522  (meters)    1251.71   (feet)  ADJUSTED  
 GX2200  ___________________________________________________________________
 GX2200  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX2200  DYNAMIC HT  -         381.219 (meters)    1250.72  (feet)  COMP
 GX2200  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 GX2200
 GX2200  VERT ORDER  -  SECOND    CLASS 0
 GX2200
 GX2200.The horizontal coordinates were scaled from a topographic map and have
 GX2200.an estimated accuracy of +/- 6 seconds.
 GX2200
 GX2200.The orthometric height was determined by differential leveling
 GX2200.and adjusted by the National Geodetic Survey in June 1991..
 GX2200
 GX2200.The geoid height was determined by GEOID03.
 GX2200
 GX2200.The dynamic height is computed by dividing the NAVD 88
 GX2200.geopotential number by the normal gravity value computed on the
 GX2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2200.degrees latitude (g = 980.6199 gals.).
 GX2200
 GX2200.The modeled gravity was interpolated from observed gravity values.
 GX2200
 GX2200;                    North         East    Units  Estimated Accuracy
 GX2200;SPC WV S     -    77,790.      543,860.      MT  (+/- 180 meters Scaled)
 GX2200
 GX2200                          SUPERSEDED SURVEY CONTROL
 GX2200
 GX2200  NGVD 29 (??/??/92)  381.689  (m)         1252.26   (f) ADJ UNCH    2 0
 GX2200
 GX2200.Superseded values are not recommended for survey control.
 GX2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2200.See file dsdata.txt to determine how the superseded data were derived.
 GX2200
 GX2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB438726(NAD 83)
 GX2200_MARKER: DB = BENCH MARK DISK
 GX2200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2200_SP_SET: BRIDGE
 GX2200_STAMPING: C 180 1958
 GX2200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2200
 GX2200  HISTORY     - Date     Condition        Report By
 GX2200  HISTORY     - 1958     MONUMENTED       CGS
 GX2200  HISTORY     - 1963     GOOD             AEROS
 GX2200
 GX2200                          STATION DESCRIPTION
 GX2200
 GX2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2200'AT OCEANA.
 GX2200'AT OCEANA, ABOUT 0.15 MILE WEST ALONG STATE HIGHWAY 10 FROM THE
 GX2200'METHODIST CHURCH, IN THE TOP OF THE WING WALL AT THE NORTH CORNER
 GX2200'OF AN 18-FOOT CONCRETE BRIDGE OVER DRY BRANCH, 7 FEET NORTHEAST OF
 GX2200'NORTHEAST CURB OF HIGHWAY, 1 FOOT NORTHEAST OF NORTHWEST END OF
 GX2200'NORTHEAST GUARD RAIL AND ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY.
 GX2200
 GX2200                          STATION RECOVERY (1963)
 GX2200
 GX2200'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1199 ***********************************************************************
 GX1199  DESIGNATION -  C 181
 GX1199  PID         -  GX1199
 GX1199  STATE/COUNTY-  WV/WYOMING
 GX1199  USGS QUAD   -  MC GRAWS (1976)
 GX1199
 GX1199                         *CURRENT SURVEY CONTROL
 GX1199  ___________________________________________________________________
 GX1199* NAD 83(1986)-  37 44 27.     (N)    081 26 29.     (W)     SCALED    
 GX1199* NAVD 88     -       587.277  (meters)    1926.76   (feet)  ADJUSTED  
 GX1199  ___________________________________________________________________
 GX1199  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX1199  DYNAMIC HT  -         586.811 (meters)    1925.23  (feet)  COMP
 GX1199  MODELED GRAV-     979,816.6   (mgal)                       NAVD 88
 GX1199
 GX1199  VERT ORDER  -  SECOND    CLASS 0
 GX1199
 GX1199.The horizontal coordinates were scaled from a topographic map and have
 GX1199.an estimated accuracy of +/- 6 seconds.
 GX1199
 GX1199.The orthometric height was determined by differential leveling
 GX1199.and adjusted by the National Geodetic Survey in June 1991..
 GX1199
 GX1199.The geoid height was determined by GEOID03.
 GX1199
 GX1199.The dynamic height is computed by dividing the NAVD 88
 GX1199.geopotential number by the normal gravity value computed on the
 GX1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1199.degrees latitude (g = 980.6199 gals.).
 GX1199
 GX1199.The modeled gravity was interpolated from observed gravity values.
 GX1199
 GX1199;                    North         East    Units  Estimated Accuracy
 GX1199;SPC WV S     -    82,320.      561,100.      MT  (+/- 180 meters Scaled)
 GX1199
 GX1199                          SUPERSEDED SURVEY CONTROL
 GX1199
 GX1199  NGVD 29 (??/??/92)  587.446  (m)         1927.31   (f) ADJ UNCH    2 0
 GX1199
 GX1199.Superseded values are not recommended for survey control.
 GX1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1199.See file dsdata.txt to determine how the superseded data were derived.
 GX1199
 GX1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB611771(NAD 83)
 GX1199_MARKER: DB = BENCH MARK DISK
 GX1199_SETTING: 66 = SET IN ROCK OUTCROP
 GX1199_SP_SET: ROCK CUT
 GX1199_STAMPING: C 181 1958
 GX1199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1199+STABILITY: POSITION/ELEVATION WELL
 GX1199
 GX1199  HISTORY     - Date     Condition        Report By
 GX1199  HISTORY     - 1958     MONUMENTED       CGS
 GX1199
 GX1199                          STATION DESCRIPTION
 GX1199
 GX1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1199'7.5 MI NE FROM GLEN MORRISON.
 GX1199'ABOUT 7.5 MILES NORTHEAST ALONG A BLACK TOP ROAD TO GLEN DANIEL
 GX1199'FROM THE BRIDGE OVER LAUREL FORK CREEK AT GLEN MORRISON, ALSO
 GX1199'7.5 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX1199'AT GLEN DANIEL, RALEIGH COUNTY, 0.9 MILE NORTHEAST OF A SIDE
 GX1199'ROAD LEADING NORTHWEST, ON THE WEST SLOPE OF A HILL, ABOUT 107
 GX1199'YARDS EAST OF A 4-FOOT BOX CULVERT IN A RAVINE LEADING SOUTH
 GX1199'FROM THE ROAD, SET VERTICALLY IN THE NORTH FACE OF A LONG LOW
 GX1199'ROCK CUT, 13 FEET SOUTH OF CENTER LINE OF ROAD, AND ABOUT 2
 GX1199'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2096 ***********************************************************************
 GX2096  DESIGNATION -  C 182
 GX2096  PID         -  GX2096
 GX2096  STATE/COUNTY-  WV/MCDOWELL
 GX2096  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX2096
 GX2096                         *CURRENT SURVEY CONTROL
 GX2096  ___________________________________________________________________
 GX2096* NAD 83(1986)-  37 12 27.     (N)    081 33 27.     (W)     SCALED    
 GX2096* NAVD 88     -       543.554  (meters)    1783.31   (feet)  ADJUSTED  
 GX2096  ___________________________________________________________________
 GX2096  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GX2096  DYNAMIC HT  -         543.082 (meters)    1781.76  (feet)  COMP
 GX2096  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 GX2096
 GX2096  VERT ORDER  -  SECOND    CLASS 0
 GX2096
 GX2096.The horizontal coordinates were scaled from a topographic map and have
 GX2096.an estimated accuracy of +/- 6 seconds.
 GX2096
 GX2096.The orthometric height was determined by differential leveling
 GX2096.and adjusted by the National Geodetic Survey in June 1991..
 GX2096
 GX2096.The geoid height was determined by GEOID03.
 GX2096
 GX2096.The dynamic height is computed by dividing the NAVD 88
 GX2096.geopotential number by the normal gravity value computed on the
 GX2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2096.degrees latitude (g = 980.6199 gals.).
 GX2096
 GX2096.The modeled gravity was interpolated from observed gravity values.
 GX2096
 GX2096;                    North         East    Units  Estimated Accuracy
 GX2096;SPC WV S     -    23,180.      550,510.      MT  (+/- 180 meters Scaled)
 GX2096
 GX2096                          SUPERSEDED SURVEY CONTROL
 GX2096
 GX2096  NGVD 29 (??/??/92)  543.685  (m)         1783.74   (f) ADJ UNCH    2 0
 GX2096
 GX2096.Superseded values are not recommended for survey control.
 GX2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2096.See file dsdata.txt to determine how the superseded data were derived.
 GX2096
 GX2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB505180(NAD 83)
 GX2096_MARKER: DB = BENCH MARK DISK
 GX2096_SETTING: 66 = SET IN ROCK OUTCROP
 GX2096_SP_SET: ROCK CUT
 GX2096_STAMPING: C 182 1958
 GX2096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2096+STABILITY: POSITION/ELEVATION WELL
 GX2096
 GX2096  HISTORY     - Date     Condition        Report By
 GX2096  HISTORY     - 1958     MONUMENTED       CGS
 GX2096
 GX2096                          STATION DESCRIPTION
 GX2096
 GX2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2096'0.4 MI E FROM BISHOP.
 GX2096'0.45 MILE EAST ALONG A BLACK TOP ROAD LEADING TO POCAHONTAS FROM
 GX2096'THE JUNCTION OF STATE HIGHWAY 16 AT BISHOP, ON THE INSIDE OF A
 GX2096'CURVE WITH TANGENTS EXTENDING EAST AND NORTHWEST, ABOUT 29 YARDS
 GX2096'EAST OF THE NORTHEAST CORNER OF A 20-FOOT BRIDGE OVER HORSEPEN
 GX2096'CREEK, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, 32 FEET
 GX2096'NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET ABOVE THE GROUND,
 GX2096'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1209 ***********************************************************************
 GX1209  DESIGNATION -  C 183
 GX1209  PID         -  GX1209
 GX1209  STATE/COUNTY-  WV/RALEIGH
 GX1209  USGS QUAD   -  ECCLES (1989)
 GX1209
 GX1209                         *CURRENT SURVEY CONTROL
 GX1209  ___________________________________________________________________
 GX1209* NAD 83(1986)-  37 46 37.     (N)    081 21 20.     (W)     SCALED    
 GX1209* NAVD 88     -       577.470  (meters)    1894.58   (feet)  ADJUSTED  
 GX1209  ___________________________________________________________________
 GX1209  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX1209  DYNAMIC HT  -         577.007 (meters)    1893.06  (feet)  COMP
 GX1209  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 GX1209
 GX1209  VERT ORDER  -  SECOND    CLASS 0
 GX1209
 GX1209.The horizontal coordinates were scaled from a topographic map and have
 GX1209.an estimated accuracy of +/- 6 seconds.
 GX1209
 GX1209.The orthometric height was determined by differential leveling
 GX1209.and adjusted by the National Geodetic Survey in June 1991..
 GX1209
 GX1209.The geoid height was determined by GEOID03.
 GX1209
 GX1209.The dynamic height is computed by dividing the NAVD 88
 GX1209.geopotential number by the normal gravity value computed on the
 GX1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1209.degrees latitude (g = 980.6199 gals.).
 GX1209
 GX1209.The modeled gravity was interpolated from observed gravity values.
 GX1209
 GX1209;                    North         East    Units  Estimated Accuracy
 GX1209;SPC WV S     -    86,290.      568,680.      MT  (+/- 180 meters Scaled)
 GX1209
 GX1209                          SUPERSEDED SURVEY CONTROL
 GX1209
 GX1209  NGVD 29 (??/??/92)  577.640  (m)         1895.14   (f) ADJ UNCH    2 0
 GX1209
 GX1209.Superseded values are not recommended for survey control.
 GX1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1209.See file dsdata.txt to determine how the superseded data were derived.
 GX1209
 GX1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB686811(NAD 83)
 GX1209_MARKER: DB = BENCH MARK DISK
 GX1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1209_STAMPING: C 183 1958
 GX1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1209+STABILITY: SURFACE MOTION
 GX1209
 GX1209  HISTORY     - Date     Condition        Report By
 GX1209  HISTORY     - 1958     MONUMENTED       CGS
 GX1209  HISTORY     - 1960     GOOD             NGS
 GX1209
 GX1209                          STATION DESCRIPTION
 GX1209
 GX1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1209'0.8 MI W FROM GLEN DANIEL.
 GX1209'ABOUT 0.8 MILE WEST ALONG A BLACK TOP ROAD LEADING TO GLEN
 GX1209'MORRISON FROM THE JUNCTION WITH STATE HIGHWAY 3 AT GLEN DANIEL,
 GX1209'0.95 MILE EAST OF A 100-FOOT CONCRETE BRIDGE OVER MARSH FORK,
 GX1209'27 FEET NORTH-NORTHWEST OF THE CENTER LINE OF BLACK TOP ROAD,
 GX1209'26 1/2 FEET WEST-NORTHWEST OF THE CENTER LINE OF A NARROW ROAD
 GX1209'LEADING NORTH-NORTHWEST AND UPHILL TO A HOUSE, 30 FEET SOUTHWEST
 GX1209'OF A TELEPHONE POLE (NO. 29-1), 95 FEET EAST OF THE CENTER OF
 GX1209'JUNCTION OF ROAD LEADING SOUTH-SOUTHEAST AND ACROSS RAILROAD
 GX1209'TRACK, 66 1/2 FEET EAST OF THE NORTH END OF A 20-INCH CORRUGATED
 GX1209'METAL PIPE CULVERT UNDER THE BLACK TOP ROAD, 2.6 FEET NORTH-NORTHEAST
 GX1209'OF A STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF BLACK
 GX1209'TOP ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2050 ***********************************************************************
 GX2050  DESIGNATION -  C 184
 GX2050  PID         -  GX2050
 GX2050  STATE/COUNTY-  WV/MCDOWELL
 GX2050  USGS QUAD   -  GARY (1977)
 GX2050
 GX2050                         *CURRENT SURVEY CONTROL
 GX2050  ___________________________________________________________________
 GX2050* NAD 83(1986)-  37 16 41.     (N)    081 30 32.     (W)     SCALED    
 GX2050* NAVD 88     -       798.449  (meters)    2619.58   (feet)  ADJUSTED  
 GX2050  ___________________________________________________________________
 GX2050  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GX2050  DYNAMIC HT  -         797.760 (meters)    2617.32  (feet)  COMP
 GX2050  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 GX2050
 GX2050  VERT ORDER  -  SECOND    CLASS 0
 GX2050
 GX2050.The horizontal coordinates were scaled from a topographic map and have
 GX2050.an estimated accuracy of +/- 6 seconds.
 GX2050
 GX2050.The orthometric height was determined by differential leveling
 GX2050.and adjusted by the National Geodetic Survey in June 1991..
 GX2050
 GX2050.The geoid height was determined by GEOID03.
 GX2050
 GX2050.The dynamic height is computed by dividing the NAVD 88
 GX2050.geopotential number by the normal gravity value computed on the
 GX2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2050.degrees latitude (g = 980.6199 gals.).
 GX2050
 GX2050.The modeled gravity was interpolated from observed gravity values.
 GX2050
 GX2050;                    North         East    Units  Estimated Accuracy
 GX2050;SPC WV S     -    30,990.      554,870.      MT  (+/- 180 meters Scaled)
 GX2050
 GX2050                          SUPERSEDED SURVEY CONTROL
 GX2050
 GX2050  NGVD 29 (??/??/92)  798.590  (m)         2620.04   (f) ADJ UNCH    2 0
 GX2050
 GX2050.Superseded values are not recommended for survey control.
 GX2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2050.See file dsdata.txt to determine how the superseded data were derived.
 GX2050
 GX2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB548258(NAD 83)
 GX2050_MARKER: DB = BENCH MARK DISK
 GX2050_SETTING: 66 = SET IN ROCK OUTCROP
 GX2050_SP_SET: CUT
 GX2050_STAMPING: C 184 1958
 GX2050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2050+STABILITY: POSITION/ELEVATION WELL
 GX2050
 GX2050  HISTORY     - Date     Condition        Report By
 GX2050  HISTORY     - 1958     MONUMENTED       CGS
 GX2050
 GX2050                          STATION DESCRIPTION
 GX2050
 GX2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2050'8.3 MI NE FROM BISHOP.
 GX2050'4.1 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 GX2050'OF STATE HIGHWAY 16 AT BISHOP, THENCE 4.0 MILES NORTH ALONG A
 GX2050'GRADED ROAD, THENCE 0.2 MILE WEST ALONG A CONTOUR MINE ROAD, ALSO
 GX2050'ABOUT 6.2 MILES SOUTHEAST ALONG A MOUNTAIN ROAD FROM A MINE
 GX2050'RAILROAD OVERPASS AT FILBERT, ABOUT 50 YARDS EAST OF A Y JUNCTION
 GX2050'WITH ROADS LEADING EAST,SOUTHWEST AND NORTHWEST, SET VERTICALLY
 GX2050'IN THE SOUTH FACE OF A LONG ROCK CUT, 29 FEET NORTH OF THE CENTER
 GX2050'LINE OF THE ROAD, 3 FEET ABOVE THE GROUND, AND ABOUT 4 FEET
 GX2050'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2338 ***********************************************************************
 GX2338  DESIGNATION -  C 185
 GX2338  PID         -  GX2338
 GX2338  STATE/COUNTY-  WV/BOONE
 GX2338  USGS QUAD   -  WHARTON (1988)
 GX2338
 GX2338                         *CURRENT SURVEY CONTROL
 GX2338  ___________________________________________________________________
 GX2338* NAD 83(1986)-  37 58 11.     (N)    081 40 08.     (W)     SCALED    
 GX2338* NAVD 88     -       270.129  (meters)     886.25   (feet)  ADJUSTED  
 GX2338  ___________________________________________________________________
 GX2338  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GX2338  DYNAMIC HT  -         269.929 (meters)     885.59  (feet)  COMP
 GX2338  MODELED GRAV-     979,880.7   (mgal)                       NAVD 88
 GX2338
 GX2338  VERT ORDER  -  SECOND    CLASS 0
 GX2338
 GX2338.The horizontal coordinates were scaled from a topographic map and have
 GX2338.an estimated accuracy of +/- 6 seconds.
 GX2338
 GX2338.The orthometric height was determined by differential leveling
 GX2338.and adjusted by the National Geodetic Survey in June 1991..
 GX2338
 GX2338.The geoid height was determined by GEOID03.
 GX2338
 GX2338.The dynamic height is computed by dividing the NAVD 88
 GX2338.geopotential number by the normal gravity value computed on the
 GX2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2338.degrees latitude (g = 980.6199 gals.).
 GX2338
 GX2338.The modeled gravity was interpolated from observed gravity values.
 GX2338
 GX2338;                    North         East    Units  Estimated Accuracy
 GX2338;SPC WV S     -   107,840.      541,230.      MT  (+/- 180 meters Scaled)
 GX2338
 GX2338                          SUPERSEDED SURVEY CONTROL
 GX2338
 GX2338  NGVD 29 (??/??/92)  270.330  (m)          886.91   (f) ADJ UNCH    2 0
 GX2338
 GX2338.Superseded values are not recommended for survey control.
 GX2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2338.See file dsdata.txt to determine how the superseded data were derived.
 GX2338
 GX2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC412026(NAD 83)
 GX2338_MARKER: DB = BENCH MARK DISK
 GX2338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2338_SP_SET: ABUTMENT
 GX2338_STAMPING: C 185 1958
 GX2338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2338
 GX2338  HISTORY     - Date     Condition        Report By
 GX2338  HISTORY     - 1958     MONUMENTED       CGS
 GX2338
 GX2338                          STATION DESCRIPTION
 GX2338
 GX2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2338'2.8 MI E FROM VAN.
 GX2338'ABOUT 2.8 MILES EAST ALONG STATE HIGHWAY 78 FROM THE JUNCTION
 GX2338'OF STATE HIGHWAY 79 AT VAN, IN TOP OF THE SOUTHWEST END OF THE
 GX2338'NORTHWEST CONCRETE ABUTMENT OF CHESAPEAKE AND OHIO RAILWAY BRIDGE
 GX2338'27 OVER DUCK BROWN HOLLOW, 7 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 GX2338'RAIL, 55 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1
 GX2338'FOOT BELOW THE LEVEL OF THE TRACK, AND ABOUT 1 1/2 FEET BELOW
 GX2338'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2241 ***********************************************************************
 HX2241  DESIGNATION -  C 186
 HX2241  PID         -  HX2241
 HX2241  STATE/COUNTY-  WV/BOONE
 HX2241  USGS QUAD   -  MADISON (1976)
 HX2241
 HX2241                         *CURRENT SURVEY CONTROL
 HX2241  ___________________________________________________________________
 HX2241* NAD 83(1986)-  38 03 04.     (N)    081 48 14.     (W)     SCALED    
 HX2241* NAVD 88     -       216.366  (meters)     709.86   (feet)  ADJUSTED  
 HX2241  ___________________________________________________________________
 HX2241  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HX2241  DYNAMIC HT  -         216.209 (meters)     709.35  (feet)  COMP
 HX2241  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 HX2241
 HX2241  VERT ORDER  -  SECOND    CLASS 0
 HX2241
 HX2241.The horizontal coordinates were scaled from a topographic map and have
 HX2241.an estimated accuracy of +/- 6 seconds.
 HX2241
 HX2241.The orthometric height was determined by differential leveling
 HX2241.and adjusted by the National Geodetic Survey in June 1991..
 HX2241
 HX2241.The geoid height was determined by GEOID03.
 HX2241
 HX2241.The dynamic height is computed by dividing the NAVD 88
 HX2241.geopotential number by the normal gravity value computed on the
 HX2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2241.degrees latitude (g = 980.6199 gals.).
 HX2241
 HX2241.The modeled gravity was interpolated from observed gravity values.
 HX2241
 HX2241;                    North         East    Units  Estimated Accuracy
 HX2241;SPC WV S     -   116,970.      529,450.      MT  (+/- 180 meters Scaled)
 HX2241
 HX2241                          SUPERSEDED SURVEY CONTROL
 HX2241
 HX2241  NGVD 29 (??/??/92)  216.572  (m)          710.54   (f) ADJ UNCH    2 0
 HX2241
 HX2241.Superseded values are not recommended for survey control.
 HX2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2241.See file dsdata.txt to determine how the superseded data were derived.
 HX2241
 HX2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC294117(NAD 83)
 HX2241_MARKER: DB = BENCH MARK DISK
 HX2241_SETTING: 66 = SET IN ROCK OUTCROP
 HX2241_SP_SET: ROCK CUT
 HX2241_STAMPING: C 186 1958
 HX2241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2241+STABILITY: POSITION/ELEVATION WELL
 HX2241
 HX2241  HISTORY     - Date     Condition        Report By
 HX2241  HISTORY     - 1958     MONUMENTED       CGS
 HX2241  HISTORY     - 1973     GOOD             LOCENG
 HX2241
 HX2241                          STATION DESCRIPTION
 HX2241
 HX2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2241'1.4 MI SE FROM MADISON.
 HX2241'ABOUT 1.45 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE
 HX2241'JUNCTION OF U.S. HIGHWAY 119 AT MADISON, 0.45 MILE SOUTHEAST OF A
 HX2241'HIGHWAY CULVERT FOR WORKMAN BRANCH AND THE Y JUNCTION OF A ROAD
 HX2241'LEADING WEST TO JUNIOR HADDAD RECREATION CENTER, 0.1 MILE
 HX2241'NORTHEAST OF A CULVERT FOR A CREEK BRANCH FROM THE EAST, SET
 HX2241'VERTICALLY IN THE UNEVEN 6 1/2-FOOT HIGH FACE OF SOLID ROCK BELOW
 HX2241'LAYERED ROCK IN 25-FOOT HIGH ROCK CUT.  1 1/2 FEET ABOVE THE
 HX2241'GROUND, 40 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 39 FEET
 HX2241'SOUTH OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL
 HX2241'FOR A 20-INCH PIPE CULVERT UNDER THE HIGHWAY, AND ABOUT 5 FEET
 HX2241'ABOVE THE LEVEL OF THE HIGHWAY.
 HX2241
 HX2241                          STATION RECOVERY (1973)
 HX2241
 HX2241'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2241'MARK AT SOUTHERLY END OF CUT, SET SIGN 7.5 FT. SOUTH OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2166 ***********************************************************************
 HX2166  DESIGNATION -  C 187
 HX2166  PID         -  HX2166
 HX2166  STATE/COUNTY-  WV/BOONE
 HX2166  USGS QUAD   -  SYLVESTER (1976)
 HX2166
 HX2166                         *CURRENT SURVEY CONTROL
 HX2166  ___________________________________________________________________
 HX2166* NAD 83(1986)-  38 07 11.     (N)    081 37 06.     (W)     SCALED    
 HX2166* NAVD 88     -       213.545  (meters)     700.61   (feet)  ADJUSTED  
 HX2166  ___________________________________________________________________
 HX2166  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HX2166  DYNAMIC HT  -         213.392 (meters)     700.10  (feet)  COMP
 HX2166  MODELED GRAV-     979,908.8   (mgal)                       NAVD 88
 HX2166
 HX2166  VERT ORDER  -  SECOND    CLASS 0
 HX2166
 HX2166.The horizontal coordinates were scaled from a topographic map and have
 HX2166.an estimated accuracy of +/- 6 seconds.
 HX2166
 HX2166.The orthometric height was determined by differential leveling
 HX2166.and adjusted by the National Geodetic Survey in June 1991..
 HX2166
 HX2166.The geoid height was determined by GEOID03.
 HX2166
 HX2166.The dynamic height is computed by dividing the NAVD 88
 HX2166.geopotential number by the normal gravity value computed on the
 HX2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2166.degrees latitude (g = 980.6199 gals.).
 HX2166
 HX2166.The modeled gravity was interpolated from observed gravity values.
 HX2166
 HX2166;                    North         East    Units  Estimated Accuracy
 HX2166;SPC WV S     -   124,460.      545,780.      MT  (+/- 180 meters Scaled)
 HX2166
 HX2166                          SUPERSEDED SURVEY CONTROL
 HX2166
 HX2166  NGVD 29 (??/??/92)  213.749  (m)          701.27   (f) ADJ UNCH    2 0
 HX2166
 HX2166.Superseded values are not recommended for survey control.
 HX2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2166.See file dsdata.txt to determine how the superseded data were derived.
 HX2166
 HX2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC458192(NAD 83)
 HX2166_MARKER: DB = BENCH MARK DISK
 HX2166_SETTING: 66 = SET IN ROCK OUTCROP
 HX2166_SP_SET: ROCK CUT
 HX2166_STAMPING: C 187 1958
 HX2166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2166+STABILITY: POSITION/ELEVATION WELL
 HX2166
 HX2166  HISTORY     - Date     Condition        Report By
 HX2166  HISTORY     - 1958     MONUMENTED       CGS
 HX2166
 HX2166                          STATION DESCRIPTION
 HX2166
 HX2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2166'0.9 MI N FROM SETH.
 HX2166'ABOUT 0.9 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2166'FROM THE STATION AT SETH, ABOUT 41 YARDS NORTHEAST OF MILE POST
 HX2166'20, SET VERTICALLY IN THE SOUTHEAST FACE OF THE BOTTOM ROCK
 HX2166'OF A 24-FOOT HIGH ROCK CUT (THE ROCK PROJECTS ABOUT 1 FOOT OUT
 HX2166'OF THE CUT TOWARDS THE TRACK), 25 FEET NORTHWEST OF NORTHWEST
 HX2166'RAIL OF MAIN TRACK, 20 FEET WEST-NORTHWEST OF THE NORTHWEST END
 HX2166'OF A 20-INCH CORRUGATED PIPE CULVERT, 3 FEET ABOVE GROUND AND
 HX2166'ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2335 ***********************************************************************
 GX2335  DESIGNATION -  C 188
 GX2335  PID         -  GX2335
 GX2335  STATE/COUNTY-  WV/BOONE
 GX2335  USGS QUAD   -  WHARTON (1988)
 GX2335
 GX2335                         *CURRENT SURVEY CONTROL
 GX2335  ___________________________________________________________________
 GX2335* NAD 83(1986)-  37 58 00.     (N)    081 38 23.     (W)     SCALED    
 GX2335* NAVD 88     -       337.578  (meters)    1107.54   (feet)  ADJUSTED  
 GX2335  ___________________________________________________________________
 GX2335  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GX2335  DYNAMIC HT  -         337.327 (meters)    1106.71  (feet)  COMP
 GX2335  MODELED GRAV-     979,876.2   (mgal)                       NAVD 88
 GX2335
 GX2335  VERT ORDER  -  SECOND    CLASS 0
 GX2335
 GX2335.The horizontal coordinates were scaled from a topographic map and have
 GX2335.an estimated accuracy of +/- 6 seconds.
 GX2335
 GX2335.The orthometric height was determined by differential leveling
 GX2335.and adjusted by the National Geodetic Survey in June 1991..
 GX2335
 GX2335.The geoid height was determined by GEOID03.
 GX2335
 GX2335.The dynamic height is computed by dividing the NAVD 88
 GX2335.geopotential number by the normal gravity value computed on the
 GX2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2335.degrees latitude (g = 980.6199 gals.).
 GX2335
 GX2335.The modeled gravity was interpolated from observed gravity values.
 GX2335
 GX2335;                    North         East    Units  Estimated Accuracy
 GX2335;SPC WV S     -   107,480.      543,790.      MT  (+/- 180 meters Scaled)
 GX2335
 GX2335                          SUPERSEDED SURVEY CONTROL
 GX2335
 GX2335  NGVD 29 (??/??/92)  337.774  (m)         1108.18   (f) ADJ UNCH    2 0
 GX2335
 GX2335.Superseded values are not recommended for survey control.
 GX2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2335.See file dsdata.txt to determine how the superseded data were derived.
 GX2335
 GX2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC438023(NAD 83)
 GX2335_MARKER: DB = BENCH MARK DISK
 GX2335_SETTING: 66 = SET IN ROCK OUTCROP
 GX2335_SP_SET: ROCK CUT
 GX2335_STAMPING: C 188 1958
 GX2335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2335+STABILITY: POSITION/ELEVATION WELL
 GX2335
 GX2335  HISTORY     - Date     Condition        Report By
 GX2335  HISTORY     - 1958     MONUMENTED       CGS
 GX2335  HISTORY     - 1968     MARK NOT FOUND   USGS
 GX2335
 GX2335                          STATION DESCRIPTION
 GX2335
 GX2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2335'4.6 MI E FROM VAN.
 GX2335'ABOUT 4.65 MILES EAST ALONG STATE HIGHWAY 78 FROM THE JUNCTION
 GX2335'OF STATE HIGHWAY 79 AT VAN, 0.3 MILE EAST OF A CULVERT OVER
 GX2335'BROWNS BRANCH, 0.25 MILE EAST OF A CULVERT FOR A CREEK BRANCH
 GX2335'NORTH, SET VERTICALLY IN THE SOUTH FACE OF A 2-FOOT HIGH AND
 GX2335'6-FOOT WIDE SOFT SANDSTONE ROCK IMBEDDED IN CUT BANK, NORTH
 GX2335'OF THE CENTER LINE OF HIGHWAY (GRAVEL ROAD), 1 FOOT ABOVE THE
 GX2335'GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2335
 GX2335                          STATION RECOVERY (1968)
 GX2335
 GX2335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GX2335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2353 ***********************************************************************
 GX2353  DESIGNATION -  C 189
 GX2353  PID         -  GX2353
 GX2353  STATE/COUNTY-  WV/LOGAN
 GX2353  USGS QUAD   -  AMHERSTDALE (1989)
 GX2353
 GX2353                         *CURRENT SURVEY CONTROL
 GX2353  ___________________________________________________________________
 GX2353* NAD 83(1986)-  37 45 02.     (N)    081 52 04.     (W)     SCALED    
 GX2353* NAVD 88     -       231.280  (meters)     758.79   (feet)  ADJUSTED  
 GX2353  ___________________________________________________________________
 GX2353  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GX2353  DYNAMIC HT  -         231.107 (meters)     758.22  (feet)  COMP
 GX2353  MODELED GRAV-     979,877.6   (mgal)                       NAVD 88
 GX2353
 GX2353  VERT ORDER  -  SECOND    CLASS 0
 GX2353
 GX2353.The horizontal coordinates were scaled from a topographic map and have
 GX2353.an estimated accuracy of +/- 6 seconds.
 GX2353
 GX2353.The orthometric height was determined by differential leveling
 GX2353.and adjusted by the National Geodetic Survey in June 1991..
 GX2353
 GX2353.The geoid height was determined by GEOID03.
 GX2353
 GX2353.The dynamic height is computed by dividing the NAVD 88
 GX2353.geopotential number by the normal gravity value computed on the
 GX2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2353.degrees latitude (g = 980.6199 gals.).
 GX2353
 GX2353.The modeled gravity was interpolated from observed gravity values.
 GX2353
 GX2353;                    North         East    Units  Estimated Accuracy
 GX2353;SPC WV S     -    83,660.      523,530.      MT  (+/- 180 meters Scaled)
 GX2353
 GX2353                          SUPERSEDED SURVEY CONTROL
 GX2353
 GX2353  NGVD 29 (??/??/92)  231.492  (m)          759.49   (f) ADJ UNCH    2 0
 GX2353
 GX2353.Superseded values are not recommended for survey control.
 GX2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2353.See file dsdata.txt to determine how the superseded data were derived.
 GX2353
 GX2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB235784(NAD 83)
 GX2353_MARKER: DB = BENCH MARK DISK
 GX2353_SETTING: 66 = SET IN ROCK OUTCROP
 GX2353_SP_SET: ROCK CUT
 GX2353_STAMPING: C 189 1958
 GX2353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2353+STABILITY: POSITION/ELEVATION WELL
 GX2353
 GX2353  HISTORY     - Date     Condition        Report By
 GX2353  HISTORY     - 1958     MONUMENTED       CGS
 GX2353  HISTORY     - 1981     GOOD             LOCSUR
 GX2353
 GX2353                          STATION DESCRIPTION
 GX2353
 GX2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2353'0.7 MI NE FROM MAN.
 GX2353'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD TO AMHERSTDALE
 GX2353'FROM HIGHWAY 10 BRIDGE OVER BUFFALO CREEK AT MAN, SET VERTICALLY
 GX2353'IN THE EAST-SOUTHEAST FACE OF A 15-FOOT HIGH SOLID ROCK CUT,
 GX2353'5 FEET ABOVE THE GROUND, 22 FEET WEST-NORTHWEST OF THE CENTER
 GX2353'LINE OF THE ROAD (MAIN STREET), 75 FEET SOUTHWEST OF THE JUNCTION
 GX2353'OF BALL PARK STREET LEADING SOUTHEAST ACROSS A BRIDGE OVER
 GX2353'BUFFALO CREEK, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2353
 GX2353                          STATION RECOVERY (1981)
 GX2353
 GX2353'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 GX2353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0276 ***********************************************************************
 JW0276  DESIGNATION -  C 19
 JW0276  PID         -  JW0276
 JW0276  STATE/COUNTY-  WV/HAMPSHIRE
 JW0276  USGS QUAD   -  CAPON BRIDGE (1986)
 JW0276
 JW0276                         *CURRENT SURVEY CONTROL
 JW0276  ___________________________________________________________________
 JW0276* NAD 83(1986)-  39 17 18.     (N)    078 28 27.     (W)     SCALED    
 JW0276* NAVD 88     -       313.278  (meters)    1027.81   (feet)  ADJUSTED  
 JW0276  ___________________________________________________________________
 JW0276  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JW0276  DYNAMIC HT  -         313.078 (meters)    1027.16  (feet)  COMP
 JW0276  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 JW0276
 JW0276  VERT ORDER  -  SECOND    CLASS 0
 JW0276
 JW0276.The horizontal coordinates were scaled from a topographic map and have
 JW0276.an estimated accuracy of +/- 6 seconds.
 JW0276
 JW0276.The orthometric height was determined by differential leveling
 JW0276.and adjusted by the National Geodetic Survey in June 1991..
 JW0276
 JW0276.The geoid height was determined by GEOID03.
 JW0276
 JW0276.The dynamic height is computed by dividing the NAVD 88
 JW0276.geopotential number by the normal gravity value computed on the
 JW0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0276.degrees latitude (g = 980.6199 gals.).
 JW0276
 JW0276.The modeled gravity was interpolated from observed gravity values.
 JW0276
 JW0276;                    North         East    Units  Estimated Accuracy
 JW0276;SPC WV N     -    88,020.      688,500.      MT  (+/- 180 meters Scaled)
 JW0276
 JW0276                          SUPERSEDED SURVEY CONTROL
 JW0276
 JW0276  NGVD 29 (??/??/92)  313.438  (m)         1028.34   (f) ADJ UNCH    2 0
 JW0276
 JW0276.Superseded values are not recommended for survey control.
 JW0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0276.See file dsdata.txt to determine how the superseded data were derived.
 JW0276
 JW0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD178518(NAD 83)
 JW0276_MARKER: DB = BENCH MARK DISK
 JW0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0276_SP_SET: BRIDGE
 JW0276_STAMPING: C 19 1934
 JW0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0276
 JW0276  HISTORY     - Date     Condition        Report By
 JW0276  HISTORY     - 1934     MONUMENTED       CGS
 JW0276
 JW0276                          STATION DESCRIPTION
 JW0276
 JW0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0276'2.6 MI W FROM CAPON BRIDGE.
 JW0276'2.6 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE AT
 JW0276'CAPON BRIDGE, HAMPSHIRE COUNTY, AT THE BASE OF THE EAST SIDE OF
 JW0276'COOPER MOUNTAIN, ABOUT 0.2 MILE WEST OF A DIRT ROAD LEADING SOUTH,
 JW0276'ABOUT 100 YARDS SOUTH OF A FARMHOUSE, AT A CONCRETE BRIDGE OVER A
 JW0276'SMALL STREAM, IN THE TOP OF THE WEST END OF THE CURB AT THE BASE
 JW0276'OF THE NORTH PARAPET WALL, AND ABOUT 5 YARDS NORTH OF THE CENTER
 JW0276'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 19 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2125 ***********************************************************************
 GX2125  DESIGNATION -  C 190
 GX2125  PID         -  GX2125
 GX2125  STATE/COUNTY-  WV/BOONE
 GX2125  USGS QUAD   -  WHARTON (1988)
 GX2125
 GX2125                         *CURRENT SURVEY CONTROL
 GX2125  ___________________________________________________________________
 GX2125* NAD 83(1986)-  37 52 54.     (N)    081 38 57.     (W)     SCALED    
 GX2125* NAVD 88     -       317.889  (meters)    1042.94   (feet)  ADJUSTED  
 GX2125  ___________________________________________________________________
 GX2125  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GX2125  DYNAMIC HT  -         317.650 (meters)    1042.16  (feet)  COMP
 GX2125  MODELED GRAV-     979,870.3   (mgal)                       NAVD 88
 GX2125
 GX2125  VERT ORDER  -  SECOND    CLASS 0
 GX2125
 GX2125.The horizontal coordinates were scaled from a topographic map and have
 GX2125.an estimated accuracy of +/- 6 seconds.
 GX2125
 GX2125.The orthometric height was determined by differential leveling
 GX2125.and adjusted by the National Geodetic Survey in June 1991..
 GX2125
 GX2125.The geoid height was determined by GEOID03.
 GX2125
 GX2125.The dynamic height is computed by dividing the NAVD 88
 GX2125.geopotential number by the normal gravity value computed on the
 GX2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2125.degrees latitude (g = 980.6199 gals.).
 GX2125
 GX2125.The modeled gravity was interpolated from observed gravity values.
 GX2125
 GX2125;                    North         East    Units  Estimated Accuracy
 GX2125;SPC WV S     -    98,050.      542,900.      MT  (+/- 180 meters Scaled)
 GX2125
 GX2125                          SUPERSEDED SURVEY CONTROL
 GX2125
 GX2125  NGVD 29 (??/??/92)  318.082  (m)         1043.57   (f) ADJ UNCH    2 0
 GX2125
 GX2125.Superseded values are not recommended for survey control.
 GX2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2125.See file dsdata.txt to determine how the superseded data were derived.
 GX2125
 GX2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB429928(NAD 83)
 GX2125_MARKER: DB = BENCH MARK DISK
 GX2125_SETTING: 66 = SET IN ROCK OUTCROP
 GX2125_SP_SET: ROCK CUT
 GX2125_STAMPING: C 190 1958
 GX2125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2125+STABILITY: POSITION/ELEVATION WELL
 GX2125
 GX2125  HISTORY     - Date     Condition        Report By
 GX2125  HISTORY     - 1958     MONUMENTED       CGS
 GX2125  HISTORY     - 1973     GOOD             LOCENG
 GX2125
 GX2125                          STATION DESCRIPTION
 GX2125
 GX2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2125'1.3 MI NW FROM BALD KNOB.
 GX2125'ABOUT 1.3 MILES NORTHWEST ALONG STATE HIGHWAY 79 FROM THE BRIDGE
 GX2125'OVER JAMES BRANCH AT BALD KNOB, 0.3 MILE SOUTHEAST OF HIGHWAY
 GX2125'CULVERT FOR WORKMAN BRANCH, SET VERTICALLY IN THE SOUTHWEST
 GX2125'FACE OF 15-FOOT HIGH SMOOTH SOLID ROCK, 3 1/2 FEET ABOVE THE
 GX2125'GROUND, 21 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 20 1/2
 GX2125'FEET NORTHWEST OF A 20-INCH PIPE CULVERT UNDER THE HIGWAY, 0.05
 GX2125'MILE NORTHWEST OF A 20-INCH PIPE CULVERT UNDER THE HIGHWAY, 0.05
 GX2125'MILE NORTHWEST OF THE HIGHWAY MILE POST 12.  0.8 MILE NORTHEST OF
 GX2125'THE POST OFFICE AT BALD KNOB, AND ABOUT 3 FEET ABOVE THE
 GX2125'LEVEL OF THE HIGHWAY.
 GX2125
 GX2125                          STATION RECOVERY (1973)
 GX2125
 GX2125'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2125'165 FT. S.E. OF CULVERT UNDER HIGHWAY, 350 FT. S.E. OF HIGHWAY MILE
 GX2125'POST 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2310 ***********************************************************************
 GX2310  DESIGNATION -  C 191
 GX2310  PID         -  GX2310
 GX2310  STATE/COUNTY-  WV/LOGAN
 GX2310  USGS QUAD   -  AMHERSTDALE (1989)
 GX2310
 GX2310                         *CURRENT SURVEY CONTROL
 GX2310  ___________________________________________________________________
 GX2310* NAD 83(1986)-  37 48 09.     (N)    081 47 38.     (W)     SCALED    
 GX2310* NAVD 88     -       512.780  (meters)    1682.35   (feet)  ADJUSTED  
 GX2310  ___________________________________________________________________
 GX2310  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GX2310  DYNAMIC HT  -         512.401 (meters)    1681.10  (feet)  COMP
 GX2310  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 GX2310
 GX2310  VERT ORDER  -  SECOND    CLASS 0
 GX2310
 GX2310.The horizontal coordinates were scaled from a topographic map and have
 GX2310.an estimated accuracy of +/- 6 seconds.
 GX2310
 GX2310.The orthometric height was determined by differential leveling
 GX2310.and adjusted by the National Geodetic Survey in June 1991..
 GX2310
 GX2310.The geoid height was determined by GEOID03.
 GX2310
 GX2310.The dynamic height is computed by dividing the NAVD 88
 GX2310.geopotential number by the normal gravity value computed on the
 GX2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2310.degrees latitude (g = 980.6199 gals.).
 GX2310
 GX2310.The modeled gravity was interpolated from observed gravity values.
 GX2310
 GX2310;                    North         East    Units  Estimated Accuracy
 GX2310;SPC WV S     -    89,370.      530,090.      MT  (+/- 180 meters Scaled)
 GX2310
 GX2310                          SUPERSEDED SURVEY CONTROL
 GX2310
 GX2310  NGVD 29 (??/??/92)  512.983  (m)         1683.01   (f) ADJ UNCH    2 0
 GX2310
 GX2310.Superseded values are not recommended for survey control.
 GX2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2310.See file dsdata.txt to determine how the superseded data were derived.
 GX2310
 GX2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB301841(NAD 83)
 GX2310_MARKER: DB = BENCH MARK DISK
 GX2310_SETTING: 66 = SET IN ROCK OUTCROP
 GX2310_SP_SET: ROCK CUT
 GX2310_STAMPING: C 191 1958
 GX2310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2310+STABILITY: POSITION/ELEVATION WELL
 GX2310
 GX2310  HISTORY     - Date     Condition        Report By
 GX2310  HISTORY     - 1958     MONUMENTED       CGS
 GX2310
 GX2310                          STATION DESCRIPTION
 GX2310
 GX2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2310'3.3 MI NE FROM AMHERSTDALE.
 GX2310'ABOUT 3.3 MILES NORTHEAST ALONG A GRAVEL ROAD TO BLAIR FROM THE
 GX2310'BANK BUILDING AT AMHERSTDALE, 0.75 MILE NORTHEAST OF THE SUMMIT
 GX2310'OF A GRADE IN GAP WITH JUNCTION OF ROAD LEADING NORTHWEST, SET
 GX2310'VERTICALLY IN THE WEST FACE OF THE SOUTH HALF OF A 2 1/2-FOOT
 GX2310'HIGH AND 20-FOOT WIDE EXPOSED PART OF SLANTING LAYERS OF ROCK
 GX2310'IN CUT BANK, 5 FEET ABOVE THE BOTTOM OF A DITCH, 14 FEET EAST
 GX2310'OF THE CENTER LINE OF ROAD, 0.05 MILE SOUTHWEST OF A SHARP
 GX2310'CURVE IN ROAD AND A CULVERT FOR A SMALL CREEK BRANCH, AND ABOUT
 GX2310'4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0713 ***********************************************************************
 GX0713  DESIGNATION -  C 192
 GX0713  PID         -  GX0713
 GX0713  STATE/COUNTY-  WV/SUMMERS
 GX0713  USGS QUAD   -  TALCOTT (1968)
 GX0713
 GX0713                         *CURRENT SURVEY CONTROL
 GX0713  ___________________________________________________________________
 GX0713* NAD 83(1986)-  37 38 38.     (N)    080 47 15.     (W)     SCALED    
 GX0713* NAVD 88     -       460.421  (meters)    1510.56   (feet)  ADJUSTED  
 GX0713  ___________________________________________________________________
 GX0713  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX0713  DYNAMIC HT  -         460.040 (meters)    1509.31  (feet)  COMP
 GX0713  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 GX0713
 GX0713  VERT ORDER  -  FIRST     CLASS II
 GX0713
 GX0713.The horizontal coordinates were scaled from a topographic map and have
 GX0713.an estimated accuracy of +/- 6 seconds.
 GX0713
 GX0713.The orthometric height was determined by differential leveling
 GX0713.and adjusted by the National Geodetic Survey in June 1991..
 GX0713.WARNING-Repeat measurements at this control monument indicate possible
 GX0713.vertical movement.
 GX0713
 GX0713.The geoid height was determined by GEOID03.
 GX0713
 GX0713.The dynamic height is computed by dividing the NAVD 88
 GX0713.geopotential number by the normal gravity value computed on the
 GX0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0713.degrees latitude (g = 980.6199 gals.).
 GX0713
 GX0713.The modeled gravity was interpolated from observed gravity values.
 GX0713
 GX0713;                    North         East    Units  Estimated Accuracy
 GX0713;SPC WV S     -    71,490.      618,750.      MT  (+/- 180 meters Scaled)
 GX0713
 GX0713                          SUPERSEDED SURVEY CONTROL
 GX0713
 GX0713  NGVD 29 (??/??/92)  460.592  (m)         1511.13   (f) ADJ UNCH    1 2
 GX0713
 GX0713.Superseded values are not recommended for survey control.
 GX0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0713.See file dsdata.txt to determine how the superseded data were derived.
 GX0713
 GX0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB187663(NAD 83)
 GX0713_MARKER: DB = BENCH MARK DISK
 GX0713_SETTING: 39 = SET IN A TUNNEL
 GX0713_STAMPING: C 192 1958
 GX0713_MARK LOGO: CGS   
 GX0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0713
 GX0713  HISTORY     - Date     Condition        Report By
 GX0713  HISTORY     - 1958     MONUMENTED       CGS
 GX0713  HISTORY     - 1984     GOOD             NGS
 GX0713  HISTORY     - 1984     GOOD             NGS
 GX0713
 GX0713                          STATION DESCRIPTION
 GX0713
 GX0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0713'2 MI W FROM TALCOTT.
 GX0713'ABOUT 2.0 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0713'THE STATION AT TALCOTT, ABOUT 0.2 MILE WEST OF MILEPOST 349
 GX0713'(MILEPOST 349 IS INSIDE OF TUNNEL), AT THE WEST END OF THE SOUTH
 GX0713'OR EAST BOUND TUNNEL OF TWIN BIG BEND TUNNEL, 9 FEET NORTH OF
 GX0713'THE NORTH RAIL, SET VERTICALLY IN THE WEST FACE OF THE CONCRETE
 GX0713'TUNNEL HEAD, 4 FEET ABOVE THE GROUND, AND ABOUT 2 1/2 FEET ABOVE
 GX0713'THE LEVEL OF THE TRACK.
 GX0713
 GX0713                          STATION RECOVERY (1984)
 GX0713
 GX0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0713'RECOVERED IN GOOD CONDITION.
 GX0713
 GX0713                          STATION RECOVERY (1984)
 GX0713
 GX0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1875 ***********************************************************************
 GX1875  DESIGNATION -  C 193
 GX1875  PID         -  GX1875
 GX1875  STATE/COUNTY-  WV/MCDOWELL
 GX1875  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX1875
 GX1875                         *CURRENT SURVEY CONTROL
 GX1875  ___________________________________________________________________
 GX1875* NAD 83(1986)-  37 13 42.     (N)    081 35 34.     (W)     SCALED    
 GX1875* NAVD 88     -       522.473  (meters)    1714.15   (feet)  ADJUSTED  
 GX1875  ___________________________________________________________________
 GX1875  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GX1875  DYNAMIC HT  -         522.025 (meters)    1712.68  (feet)  COMP
 GX1875  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 GX1875
 GX1875  VERT ORDER  -  SECOND    CLASS 0
 GX1875
 GX1875.The horizontal coordinates were scaled from a topographic map and have
 GX1875.an estimated accuracy of +/- 6 seconds.
 GX1875
 GX1875.The orthometric height was determined by differential leveling
 GX1875.and adjusted by the National Geodetic Survey in June 1991..
 GX1875
 GX1875.The geoid height was determined by GEOID03.
 GX1875
 GX1875.The dynamic height is computed by dividing the NAVD 88
 GX1875.geopotential number by the normal gravity value computed on the
 GX1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1875.degrees latitude (g = 980.6199 gals.).
 GX1875
 GX1875.The modeled gravity was interpolated from observed gravity values.
 GX1875
 GX1875;                    North         East    Units  Estimated Accuracy
 GX1875;SPC WV S     -    25,510.      547,390.      MT  (+/- 180 meters Scaled)
 GX1875
 GX1875                          SUPERSEDED SURVEY CONTROL
 GX1875
 GX1875  NGVD 29 (??/??/92)  522.613  (m)         1714.61   (f) ADJ UNCH    2 0
 GX1875
 GX1875.Superseded values are not recommended for survey control.
 GX1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1875.See file dsdata.txt to determine how the superseded data were derived.
 GX1875
 GX1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB474203(NAD 83)
 GX1875_MARKER: DB = BENCH MARK DISK
 GX1875_SETTING: 66 = SET IN ROCK OUTCROP
 GX1875_SP_SET: SET IN ROCK OUTCROP
 GX1875_STAMPING: C 193 1958
 GX1875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1875+STABILITY: POSITION/ELEVATION WELL
 GX1875
 GX1875  HISTORY     - Date     Condition        Report By
 GX1875  HISTORY     - 1958     MONUMENTED       CGS
 GX1875
 GX1875                          STATION DESCRIPTION
 GX1875
 GX1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1875'1.4 MI SE FROM SQUIRE.
 GX1875'1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 GX1875'ROAD NORTHWEST TO CANEBRAKE AT SQUIRE, ON THE OUTSIDE AND NEAR
 GX1875'CENTER OF A CURVE WITH TANGENTS EXTENDING WEST AND SOUTH, SET
 GX1875'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CUT, 38 FEET NORTHEAST
 GX1875'OF CENTER LINE OF HIGHWAY, 89 FEET WEST OF CENTER LINE OF A
 GX1875'PRIVATE ROAD NORTHEAST, 28 FEET EAST OF A 10-INCH SYCAMORE TREE,
 GX1875'70 FEET NORTHWEST OF SOUTHEAST END OF ROCK AND ABOUT 1 FOOT ABOVE
 GX1875'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2087 ***********************************************************************
 GX2087  DESIGNATION -  C 194
 GX2087  PID         -  GX2087
 GX2087  STATE/COUNTY-  WV/MCDOWELL
 GX2087  USGS QUAD   -  GARY (1977)
 GX2087
 GX2087                         *CURRENT SURVEY CONTROL
 GX2087  ___________________________________________________________________
 GX2087* NAD 83(1986)-  37 21 23.     (N)    081 30 13.     (W)     SCALED    
 GX2087* NAVD 88     -       448.036  (meters)    1469.93   (feet)  ADJUSTED  
 GX2087  ___________________________________________________________________
 GX2087  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GX2087  DYNAMIC HT  -         447.655 (meters)    1468.68  (feet)  COMP
 GX2087  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 GX2087
 GX2087  VERT ORDER  -  SECOND    CLASS 0
 GX2087
 GX2087.The horizontal coordinates were scaled from a topographic map and have
 GX2087.an estimated accuracy of +/- 6 seconds.
 GX2087
 GX2087.The orthometric height was determined by differential leveling
 GX2087.and adjusted by the National Geodetic Survey in June 1991..
 GX2087
 GX2087.The geoid height was determined by GEOID03.
 GX2087
 GX2087.The dynamic height is computed by dividing the NAVD 88
 GX2087.geopotential number by the normal gravity value computed on the
 GX2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2087.degrees latitude (g = 980.6199 gals.).
 GX2087
 GX2087.The modeled gravity was interpolated from observed gravity values.
 GX2087
 GX2087;                    North         East    Units  Estimated Accuracy
 GX2087;SPC WV S     -    39,680.      555,380.      MT  (+/- 180 meters Scaled)
 GX2087
 GX2087                          SUPERSEDED SURVEY CONTROL
 GX2087
 GX2087  NGVD 29 (??/??/92)  448.181  (m)         1470.41   (f) ADJ UNCH    2 0
 GX2087
 GX2087.Superseded values are not recommended for survey control.
 GX2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2087.See file dsdata.txt to determine how the superseded data were derived.
 GX2087
 GX2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB554345(NAD 83)
 GX2087_MARKER: DB = BENCH MARK DISK
 GX2087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2087_SP_SET: BRIDGE
 GX2087_STAMPING: C 194 1958
 GX2087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2087
 GX2087  HISTORY     - Date     Condition        Report By
 GX2087  HISTORY     - 1958     MONUMENTED       CGS
 GX2087
 GX2087                          STATION DESCRIPTION
 GX2087
 GX2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2087'3.7 MI SE FROM GARY.
 GX2087'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF A
 GX2087'BLACK TOP ROAD LEADING SOUTH TO ELBERT AT GARY, AT THE CROSSING
 GX2087'OF THE NORFOLK AND WESTERN RAILWAY, IN THE SOUTH EDGE OF THORPE,
 GX2087'IN TOP OF THE WEST END OF THE NORTH ABUTMENT OR BRIDGE SEAT FOR
 GX2087'RAILWAY BRIDGE 2210 OVER TUG FORK, 8 FEET WEST OF THE WEST RAIL,
 GX2087'2 1/2 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE ABUTMENT, AND
 GX2087'ABOUT 4 FEET BELOW THE LEVEL OF THE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1681 ***********************************************************************
 GX1681  CBN         -  This is a Cooperative Base Network Control Station.
 GX1681  DESIGNATION -  C 195
 GX1681  PID         -  GX1681
 GX1681  STATE/COUNTY-  WV/MCDOWELL
 GX1681  USGS QUAD   -  WELCH (1976)
 GX1681
 GX1681                         *CURRENT SURVEY CONTROL
 GX1681  ___________________________________________________________________
 GX1681* NAD 83(1995)-  37 25 06.78623(N)    081 31 39.70549(W)     ADJUSTED  
 GX1681* NAVD 88     -       643.688  (meters)    2111.83   (feet)  ADJUSTED  
 GX1681  ___________________________________________________________________
 GX1681  X           -     747,321.717 (meters)                     COMP
 GX1681  Y           -  -5,017,034.765 (meters)                     COMP
 GX1681  Z           -   3,854,760.469 (meters)                     COMP
 GX1681  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 GX1681  ELLIP HEIGHT-         612.06  (meters)          (04/23/01) GPS OBS
 GX1681  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1681  DYNAMIC HT  -         643.159 (meters)    2110.10  (feet)  COMP
 GX1681  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GX1681
 GX1681  HORZ ORDER  -  A
 GX1681  VERT ORDER  -  SECOND    CLASS 0
 GX1681  ELLP ORDER  -  FOURTH    CLASS I
 GX1681
 GX1681.The horizontal coordinates were established by GPS observations
 GX1681.and adjusted by the National Geodetic Survey in April 2001..
 GX1681
 GX1681.The orthometric height was determined by differential leveling
 GX1681.and adjusted by the National Geodetic Survey in June 1991..
 GX1681.WARNING-GPS observations at this control monument resulted in a GPS
 GX1681.derived orthometric height which differed from the leveled height by
 GX1681.more than one decimeter (0.1 meter).
 GX1681
 GX1681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX1681
 GX1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1681
 GX1681.The ellipsoidal height was determined by GPS observations
 GX1681.and is referenced to NAD 83.
 GX1681
 GX1681.The geoid height was determined by GEOID03.
 GX1681
 GX1681.The dynamic height is computed by dividing the NAVD 88
 GX1681.geopotential number by the normal gravity value computed on the
 GX1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1681.degrees latitude (g = 980.6199 gals.).
 GX1681
 GX1681.The modeled gravity was interpolated from observed gravity values.
 GX1681
 GX1681;                    North         East     Units Scale Factor Converg.
 GX1681;SPC WV S     -    46,587.830   553,287.196   MT  1.00001434   -0 19 34.4
 GX1681;UTM  17      - 4,141,435.977   453,306.124   MT  0.99962686   -0 19 14.3
 GX1681
 GX1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1681!SPC WV S     -   0.99990396  x   1.00001434  =   0.99991830
 GX1681!UTM  17      -   0.99990396  x   0.99962686  =   0.99953086
 GX1681
 GX1681                          SUPERSEDED SURVEY CONTROL
 GX1681
 GX1681  NGVD 29 (??/??/92)  643.860  (m)         2112.40   (f) ADJ UNCH    2 0
 GX1681
 GX1681.Superseded values are not recommended for survey control.
 GX1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1681.See file dsdata.txt to determine how the superseded data were derived.
 GX1681
 GX1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB5330641436(NAD 83)
 GX1681_MARKER: DB = BENCH MARK DISK
 GX1681_SETTING: 66 = SET IN ROCK OUTCROP
 GX1681_SP_SET: SET IN ROCK OUTCROP
 GX1681_STAMPING: C 195 1958
 GX1681_MARK LOGO: CGS   
 GX1681_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX1681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1681+STABILITY: POSITION/ELEVATION WELL
 GX1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX1681+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2002
 GX1681
 GX1681  HISTORY     - Date     Condition        Report By
 GX1681  HISTORY     - 1958     MONUMENTED       CGS
 GX1681  HISTORY     - 20000323 GOOD             WVALS
 GX1681  HISTORY     - 20021210 GOOD             GREOMA
 GX1681
 GX1681                          STATION DESCRIPTION
 GX1681
 GX1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1681'3.2 MI W FROM KIMBALL.
 GX1681'0.95 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE NORFOLK AND
 GX1681'WESTERN RAILWAY STATION AT KIMBALL, THENCE ABOUT 1.45 MILE WEST
 GX1681'ALONG THE AIRPORT ROAD, THENCE ABOUT 0.75 MILE SOUTHWEST ALONG
 GX1681'A ROAD LEADING TO THE WELCH AIRPORT, AT THE WELCH AIRPORT,
 GX1681'ALONG THE SOUTH SIDE OF THE RUNWAY, 72 FEET NORTHWEST OF THE
 GX1681'NORTHWEST CORNER OF A LONG LOW HANGAR, 18 FEET SOUTH OF THE
 GX1681'SOUTH EDGE OF THE RUNWAY, IN TOP OF THE SOUTHWEST END OF A
 GX1681'FLAT ROCK OUTCROP 8-FEET LONG AND 3-FEET WIDE, 5 FEET EAST
 GX1681'OF THE PROLONGATION OF THE WEST SIDE OF THE HANGAR WITH
 GX1681'THE ROUND ROOF, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE RUNWAY.
 GX1681
 GX1681                          STATION RECOVERY (2000)
 GX1681
 GX1681'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (BLM)
 GX1681'THE STATION IS LOCATED ABOUT 4.9 KM (3.05 MI) EAST-SOUTHEAST OF
 GX1681'WELCH, 2.4 KM (1.5 MI) WEST-SOUTHWEST OF KIMBALL AND AT THE WELCH
 GX1681'AIRPORT.
 GX1681'
 GX1681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 52A
 GX1681'ON THE EAST SIDE OF WELCH, GO EASTERLY ON HIGHWAY 52 FOR 8.35 KM
 GX1681'(5.2 MI) TO A SIDEROAD LEFT (AIRPORT ROAD).  TURN LEFT AND GO
 GX1681'NORTHWEST ON THE AIRPORT ROAD FOR 2.25 KM (1.4 MI) TO THE TOP OF
 GX1681'THE RIDGE AND AN INTERSECTION.  TURN LEFT AND GO SOUTHWEST FOR
 GX1681'0.95 KM (0.6 MI) TO THE ENTRANCE GATE TO THE AIRPORT.  FOLLOW THE
 GX1681'ENTRANCE ROAD FOR 0.15 KM (0.1 MI) TO A STOP SIGN.  CROSS RUNWAY TO
 GX1681'THE HANGAR AREA AND PARK.
 GX1681'
 GX1681'THE STATION IS 43.3 M (142 FT) WEST OF THE HANGAR PARKING AREA, 12.8 M
 GX1681'(42 FT) SOUTH FROM THE SOUTHERLY EDGE OF THE RUNWAY AND IN THE
 GX1681'SOUTHEAST END OF A 1.8 M (6 FT) BY 0.6 M (2 FT) ROCK OUTCROP.
 GX1681
 GX1681                          STATION RECOVERY (2002)
 GX1681
 GX1681'RECOVERY NOTE BY GREENHORNE-OMARA 2002 (TDT)
 GX1681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2087 ***********************************************************************
 HX2087  DESIGNATION -  C 196
 HX2087  PID         -  HX2087
 HX2087  STATE/COUNTY-  WV/BOONE
 HX2087  USGS QUAD   -  MADISON (1976)
 HX2087
 HX2087                         *CURRENT SURVEY CONTROL
 HX2087  ___________________________________________________________________
 HX2087* NAD 83(1986)-  38 03 18.     (N)    081 49 40.     (W)     SCALED    
 HX2087* NAVD 88     -       215.540  (meters)     707.15   (feet)  ADJUSTED  
 HX2087  ___________________________________________________________________
 HX2087  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HX2087  DYNAMIC HT  -         215.384 (meters)     706.64  (feet)  COMP
 HX2087  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 HX2087
 HX2087  VERT ORDER  -  SECOND    CLASS 0
 HX2087
 HX2087.The horizontal coordinates were scaled from a topographic map and have
 HX2087.an estimated accuracy of +/- 6 seconds.
 HX2087
 HX2087.The orthometric height was determined by differential leveling
 HX2087.and adjusted by the National Geodetic Survey in June 1991..
 HX2087
 HX2087.The geoid height was determined by GEOID03.
 HX2087
 HX2087.The dynamic height is computed by dividing the NAVD 88
 HX2087.geopotential number by the normal gravity value computed on the
 HX2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2087.degrees latitude (g = 980.6199 gals.).
 HX2087
 HX2087.The modeled gravity was interpolated from observed gravity values.
 HX2087
 HX2087;                    North         East    Units  Estimated Accuracy
 HX2087;SPC WV S     -   117,420.      527,360.      MT  (+/- 180 meters Scaled)
 HX2087
 HX2087                          SUPERSEDED SURVEY CONTROL
 HX2087
 HX2087  NGVD 29 (??/??/92)  215.745  (m)          707.82   (f) ADJ UNCH    2 0
 HX2087
 HX2087.Superseded values are not recommended for survey control.
 HX2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2087.See file dsdata.txt to determine how the superseded data were derived.
 HX2087
 HX2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC273122(NAD 83)
 HX2087_MARKER: DB = BENCH MARK DISK
 HX2087_SETTING: 66 = SET IN ROCK OUTCROP
 HX2087_SP_SET: ROCK CUT
 HX2087_STAMPING: C 196 1958
 HX2087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2087+STABILITY: POSITION/ELEVATION WELL
 HX2087
 HX2087  HISTORY     - Date     Condition        Report By
 HX2087  HISTORY     - 1958     MONUMENTED       CGS
 HX2087  HISTORY     - 1973     POOR             LOCENG
 HX2087
 HX2087                          STATION DESCRIPTION
 HX2087
 HX2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2087'0.8 MI SW FROM MADISON.
 HX2087'ABOUT 0.75 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2087'FROM THE STATION AT MADISON, ABOUT 18 1/2 RAILS EAST OF MILEPOST
 HX2087'38, 8 FEET SOUTH OF THE SOUTH RAIL, SET VERTICALLY IN THE
 HX2087'NORTH FACE OF A ROCK CUT, ABOUT 7 1/2 RAILS WEST OF THE CROSSING
 HX2087'OF A GRADED ROAD, 18 FEET EAST OF THE HIGHEST POINT OF THE CUT,
 HX2087'1 1/2 FEET ABOVE THE GROUND, AND ABOUT 1/2 FOOT BELOW THE LEVEL
 HX2087'OF THE TRACK.
 HX2087
 HX2087                          STATION RECOVERY (1973)
 HX2087
 HX2087'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2087'DISK IS LOOSE FROM SOME ONE TRYING TO DISLODGE THE MARK 715 FT. EAST
 HX2087'OF M.P. 38, 300 FT. WEST OF ROAD XING, 150 FT. WEST OF HADDAD ST.
 HX2087'EXTENDED SOUTH TO RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1645 ***********************************************************************
 GX1645  DESIGNATION -  C 197
 GX1645  PID         -  GX1645
 GX1645  STATE/COUNTY-  WV/MCDOWELL
 GX1645  USGS QUAD   -  DAVY (1976)
 GX1645
 GX1645                         *CURRENT SURVEY CONTROL
 GX1645  ___________________________________________________________________
 GX1645* NAD 83(1986)-  37 27 18.     (N)    081 37 44.     (W)     SCALED    
 GX1645* NAVD 88     -       380.066  (meters)    1246.93   (feet)  ADJUSTED  
 GX1645  ___________________________________________________________________
 GX1645  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GX1645  DYNAMIC HT  -         379.755 (meters)    1245.91  (feet)  COMP
 GX1645  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 GX1645
 GX1645  VERT ORDER  -  SECOND    CLASS 0
 GX1645
 GX1645.The horizontal coordinates were scaled from a topographic map and have
 GX1645.an estimated accuracy of +/- 6 seconds.
 GX1645
 GX1645.The orthometric height was determined by differential leveling
 GX1645.and adjusted by the National Geodetic Survey in June 1991..
 GX1645
 GX1645.The geoid height was determined by GEOID03.
 GX1645
 GX1645.The dynamic height is computed by dividing the NAVD 88
 GX1645.geopotential number by the normal gravity value computed on the
 GX1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1645.degrees latitude (g = 980.6199 gals.).
 GX1645
 GX1645.The modeled gravity was interpolated from observed gravity values.
 GX1645
 GX1645;                    North         East    Units  Estimated Accuracy
 GX1645;SPC WV S     -    50,690.      544,360.      MT  (+/- 180 meters Scaled)
 GX1645
 GX1645                          SUPERSEDED SURVEY CONTROL
 GX1645
 GX1645  NGVD 29 (??/??/92)  380.236  (m)         1247.49   (f) ADJ UNCH    2 0
 GX1645
 GX1645.Superseded values are not recommended for survey control.
 GX1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1645.See file dsdata.txt to determine how the superseded data were derived.
 GX1645
 GX1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB443455(NAD 83)
 GX1645_MARKER: DB = BENCH MARK DISK
 GX1645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1645_SP_SET: TUNNEL
 GX1645_STAMPING: C 197 1958
 GX1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1645
 GX1645  HISTORY     - Date     Condition        Report By
 GX1645  HISTORY     - 1958     MONUMENTED       CGS
 GX1645
 GX1645                          STATION DESCRIPTION
 GX1645
 GX1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1645'2 MI SE FROM DAVY.
 GX1645'2.0 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1645'THE STATION AT DAVY, 4 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 GX1645'OF THE SOUTHWEST TRACK, SET VERTICALLY IN THE NORTHEAST FACE OF
 GX1645'THE SOUTHWEST WALL OF THE SECOND TUNNEL SOUTHEAST OF DAVY, 2 1/2
 GX1645'FEET SOUTHEAST OF THE NORTHWEST END OF THE TUNNEL, 2 1/2 FEET
 GX1645'ABOVE THE GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 GX1645'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1256 ***********************************************************************
 GX1256  DESIGNATION -  C 198
 GX1256  PID         -  GX1256
 GX1256  STATE/COUNTY-  WV/FAYETTE
 GX1256  USGS QUAD   -  THURMOND (1988)
 GX1256
 GX1256                         *CURRENT SURVEY CONTROL
 GX1256  ___________________________________________________________________
 GX1256* NAD 83(1986)-  37 57 25.     (N)    081 04 43.     (W)     SCALED    
 GX1256* NAVD 88     -       326.406  (meters)    1070.88   (feet)  ADJUSTED  
 GX1256  ___________________________________________________________________
 GX1256  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX1256  DYNAMIC HT  -         326.159 (meters)    1070.07  (feet)  COMP
 GX1256  MODELED GRAV-     979,863.6   (mgal)                       NAVD 88
 GX1256
 GX1256  VERT ORDER  -  FIRST     CLASS II
 GX1256
 GX1256.The horizontal coordinates were scaled from a topographic map and have
 GX1256.an estimated accuracy of +/- 6 seconds.
 GX1256
 GX1256.The orthometric height was determined by differential leveling
 GX1256.and adjusted by the National Geodetic Survey in June 1991..
 GX1256
 GX1256.The geoid height was determined by GEOID03.
 GX1256
 GX1256.The dynamic height is computed by dividing the NAVD 88
 GX1256.geopotential number by the normal gravity value computed on the
 GX1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1256.degrees latitude (g = 980.6199 gals.).
 GX1256
 GX1256.The modeled gravity was interpolated from observed gravity values.
 GX1256
 GX1256;                    North         East    Units  Estimated Accuracy
 GX1256;SPC WV S     -   106,210.      593,090.      MT  (+/- 180 meters Scaled)
 GX1256
 GX1256                          SUPERSEDED SURVEY CONTROL
 GX1256
 GX1256  NGVD 29 (??/??/92)  326.585  (m)         1071.47   (f) ADJ UNCH    1 2
 GX1256
 GX1256.Superseded values are not recommended for survey control.
 GX1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1256.See file dsdata.txt to determine how the superseded data were derived.
 GX1256
 GX1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC930010(NAD 83)
 GX1256_MARKER: DB = BENCH MARK DISK
 GX1256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1256_SP_SET: BRIDGE
 GX1256_STAMPING: C 198 1958
 GX1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX1256+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 GX1256
 GX1256  HISTORY     - Date     Condition        Report By
 GX1256  HISTORY     - 1958     MONUMENTED       CGS
 GX1256  HISTORY     - 20060310 GOOD             GREOMA
 GX1256
 GX1256                          STATION DESCRIPTION
 GX1256
 GX1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1256'AT THURMOND.
 GX1256'AT THURMOND, AT THE NORTH END OF THE CHESAPEAKE AND OHIO RAILWAY
 GX1256'(LOOP CREEK SUBDIVISION) STEEL BRIDGE NO. 01 ACROSS NEW RIVER,
 GX1256'IN TOP OF THE SOUTH END OF THE WEST RETAINING WALL OF NORTH
 GX1256'ABUTMENT, 1 FOOT NORTH OF THE SOUTH END OF RETAINING WALL, 3 FEET
 GX1256'WEST OF THE WEST RAIL OF LOOP CREEK SUBDIVISION TRACK, 2 FEET
 GX1256'NORTH OF THE NORTH END OF STEEL BRIDGE, 26 YARDS SOUTHWEST OF
 GX1256'THE SOUTHWEST FACE OF RAILWAY STATION, AND ABOUT 0.3 FOOT BELOW
 GX1256'THE LEVEL OF THE TRACK.
 GX1256
 GX1256                          STATION RECOVERY (2006)
 GX1256
 GX1256'RECOVERY NOTE BY GREENHORNE-OMARA 2006 (TDT)
 GX1256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0754 ***********************************************************************
 GX0754  DESIGNATION -  C 199
 GX0754  PID         -  GX0754
 GX0754  STATE/COUNTY-  WV/FAYETTE
 GX0754  USGS QUAD   -  MEADOW CREEK (1988)
 GX0754
 GX0754                         *CURRENT SURVEY CONTROL
 GX0754  ___________________________________________________________________
 GX0754* NAD 83(1986)-  37 50 01.     (N)    080 58 12.     (W)     SCALED    
 GX0754* NAVD 88     -       381.555  (meters)    1251.82   (feet)  ADJUSTED  
 GX0754  ___________________________________________________________________
 GX0754  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX0754  DYNAMIC HT  -         381.241 (meters)    1250.79  (feet)  COMP
 GX0754  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 GX0754
 GX0754  VERT ORDER  -  FIRST     CLASS II
 GX0754
 GX0754.The horizontal coordinates were scaled from a topographic map and have
 GX0754.an estimated accuracy of +/- 6 seconds.
 GX0754
 GX0754.The orthometric height was determined by differential leveling
 GX0754.and adjusted by the National Geodetic Survey in June 1991..
 GX0754
 GX0754.The geoid height was determined by GEOID03.
 GX0754
 GX0754.The dynamic height is computed by dividing the NAVD 88
 GX0754.geopotential number by the normal gravity value computed on the
 GX0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0754.degrees latitude (g = 980.6199 gals.).
 GX0754
 GX0754.The modeled gravity was interpolated from observed gravity values.
 GX0754
 GX0754;                    North         East    Units  Estimated Accuracy
 GX0754;SPC WV S     -    92,520.      602,640.      MT  (+/- 180 meters Scaled)
 GX0754
 GX0754                          SUPERSEDED SURVEY CONTROL
 GX0754
 GX0754  NGVD 29 (??/??/92)  381.718  (m)         1252.35   (f) ADJ UNCH    1 2
 GX0754
 GX0754.Superseded values are not recommended for survey control.
 GX0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0754.See file dsdata.txt to determine how the superseded data were derived.
 GX0754
 GX0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB026873(NAD 83)
 GX0754_MARKER: DB = BENCH MARK DISK
 GX0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0754_SP_SET: CULVERT
 GX0754_STAMPING: C 199 1958
 GX0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0754
 GX0754  HISTORY     - Date     Condition        Report By
 GX0754  HISTORY     - 1958     MONUMENTED       CGS
 GX0754
 GX0754                          STATION DESCRIPTION
 GX0754
 GX0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0754'3 MI NW FROM MEADOW CREEK.
 GX0754'ABOUT 3.0 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0754'FROM THE STATION AT MEADOW CREEK, 0.45 MILE EAST OF MILEPOST 373,
 GX0754'0.1 MILE WEST OF SWITCH AND WEST END OF A SIDING, AT THE WEST END
 GX0754'AND ACROSS THE TRACKS FROM CUT BANK ON SOUTH SIDE OF RAILROAD, 8
 GX0754'FEET NORTH OF THE NORTH RAIL, IN TOP OF THE EAST END OF THE NORTH
 GX0754'CONCRETE HEAD WALL OF A 4-FOOT CONCRETE CULVERT, AND ABOUT 1 1/2
 GX0754'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0221 ***********************************************************************
 JX0221  DESIGNATION -  C 2
 JX0221  PID         -  JX0221
 JX0221  STATE/COUNTY-  WV/BARBOUR
 JX0221  USGS QUAD   -  PHILIPPI (1977)
 JX0221
 JX0221                         *CURRENT SURVEY CONTROL
 JX0221  ___________________________________________________________________
 JX0221* NAD 83(1986)-  39 08 47.     (N)    080 02 26.     (W)     SCALED    
 JX0221* NAVD 88     -       400.045  (meters)    1312.48   (feet)  ADJUSTED  
 JX0221  ___________________________________________________________________
 JX0221  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JX0221  DYNAMIC HT  -         399.781 (meters)    1311.61  (feet)  COMP
 JX0221  MODELED GRAV-     979,955.6   (mgal)                       NAVD 88
 JX0221
 JX0221  VERT ORDER  -  FIRST     CLASS II
 JX0221
 JX0221.The horizontal coordinates were scaled from a topographic map and have
 JX0221.an estimated accuracy of +/- 6 seconds.
 JX0221
 JX0221.The orthometric height was determined by differential leveling
 JX0221.and adjusted by the National Geodetic Survey in June 1991..
 JX0221
 JX0221.The geoid height was determined by GEOID03.
 JX0221
 JX0221.The dynamic height is computed by dividing the NAVD 88
 JX0221.geopotential number by the normal gravity value computed on the
 JX0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0221.degrees latitude (g = 980.6199 gals.).
 JX0221
 JX0221.The modeled gravity was interpolated from observed gravity values.
 JX0221
 JX0221;                    North         East    Units  Estimated Accuracy
 JX0221;SPC WV N     -    71,900.      553,270.      MT  (+/- 180 meters Scaled)
 JX0221
 JX0221                          SUPERSEDED SURVEY CONTROL
 JX0221
 JX0221  NGVD 29 (??/??/92)  400.228  (m)         1313.08   (f) ADJ UNCH    1 2
 JX0221
 JX0221.Superseded values are not recommended for survey control.
 JX0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0221.See file dsdata.txt to determine how the superseded data were derived.
 JX0221
 JX0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND829334(NAD 83)
 JX0221_MARKER: DB = BENCH MARK DISK
 JX0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0221_SP_SET: BUILDING
 JX0221_STAMPING: C 2 1933
 JX0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0221
 JX0221  HISTORY     - Date     Condition        Report By
 JX0221  HISTORY     - 1933     MONUMENTED       CGS
 JX0221  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0221
 JX0221                          STATION DESCRIPTION
 JX0221
 JX0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0221'0.6 MI S FROM PHILIPPI.
 JX0221'0.6 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0221'STATION AT PHILIPPI, BARBOUR COUNTY, IN THE CENTER OF THE WEST
 JX0221'FACE OF MARSHALS MACHINE SHOP, 20 YARDS EAST OF THE CENTERLINE
 JX0221'OF THE MAIN TRACK, AND ABOUT 4 FEET ABOVE THE GROUND.  A STANDARD
 JX0221'DISK, STAMPED C 2 1933 AND SET VERTICALLY.
 JX0221
 JX0221                          STATION RECOVERY (1983)
 JX0221
 JX0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0221'NOT RECOVERED, THE MARK IS BELIEVED DESTROYED AS THE BUILDING HAS BEEN
 JX0221'TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1463 ***********************************************************************
 HW1463  DESIGNATION -  C 20
 HW1463  PID         -  HW1463
 HW1463  STATE/COUNTY-  WV/PENDLETON
 HW1463  USGS QUAD   -  FRANKLIN (1995)
 HW1463
 HW1463                         *CURRENT SURVEY CONTROL
 HW1463  ___________________________________________________________________
 HW1463* NAD 83(1986)-  38 38 33.     (N)    079 19 52.     (W)     SCALED    
 HW1463* NAVD 88     -       529.973  (meters)    1738.75   (feet)  ADJUSTED  
 HW1463  ___________________________________________________________________
 HW1463  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HW1463  DYNAMIC HT  -         529.587 (meters)    1737.49  (feet)  COMP
 HW1463  MODELED GRAV-     979,882.4   (mgal)                       NAVD 88
 HW1463
 HW1463  VERT ORDER  -  SECOND    CLASS 0
 HW1463
 HW1463.The horizontal coordinates were scaled from a topographic map and have
 HW1463.an estimated accuracy of +/- 6 seconds.
 HW1463
 HW1463.The orthometric height was determined by differential leveling
 HW1463.and adjusted by the National Geodetic Survey in June 1991..
 HW1463
 HW1463.The geoid height was determined by GEOID03.
 HW1463
 HW1463.The dynamic height is computed by dividing the NAVD 88
 HW1463.geopotential number by the normal gravity value computed on the
 HW1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1463.degrees latitude (g = 980.6199 gals.).
 HW1463
 HW1463.The modeled gravity was interpolated from observed gravity values.
 HW1463
 HW1463;                    North         East    Units  Estimated Accuracy
 HW1463;SPC WV S     -   183,610.      745,280.      MT  (+/- 180 meters Scaled)
 HW1463
 HW1463                          SUPERSEDED SURVEY CONTROL
 HW1463
 HW1463  NGVD 29 (??/??/92)  530.091  (m)         1739.14   (f) ADJ UNCH    2 0
 HW1463
 HW1463.Superseded values are not recommended for survey control.
 HW1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1463.See file dsdata.txt to determine how the superseded data were derived.
 HW1463
 HW1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC452784(NAD 83)
 HW1463_MARKER: DB = BENCH MARK DISK
 HW1463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1463_SP_SET: BUILDING
 HW1463_STAMPING: C 20 1934
 HW1463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1463
 HW1463  HISTORY     - Date     Condition        Report By
 HW1463  HISTORY     - 1934     MONUMENTED       CGS
 HW1463  HISTORY     - 1935     GOOD             NGS
 HW1463  HISTORY     - 1954     GOOD             USE
 HW1463
 HW1463                          STATION DESCRIPTION
 HW1463
 HW1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1463'AT FRANKLIN.
 HW1463'AT FRANKLIN, PENDLETON COUNTY, ON U.S. HIGHWAY 220, AT BOWMANS
 HW1463'STORE, IN THE EAST FACE OF THE STORE FACING THE HIGHWAY OR THE
 HW1463'MAIN STREET, 28-1/2 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 HW1463'STORE, 14 FEET SOUTH OF THE CENTER OF THE MAIN ENTRANCE TO THE
 HW1463'STORE, 27 FEET FROM THE CENTERLINE OF THE HIGHWAY, 5 FEET
 HW1463'HIGHER THAN THE SIDEWALK, AND SET VERTICALLY.
 HW1463
 HW1463                          STATION RECOVERY (1954)
 HW1463
 HW1463'RECOVERY NOTE BY US ENGINEERS 1954
 HW1463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0642 ***********************************************************************
 GX0642  DESIGNATION -  C 200 USGS
 GX0642  PID         -  GX0642
 GX0642  STATE/COUNTY-  WV/SUMMERS
 GX0642  USGS QUAD   -  TALCOTT (1968)
 GX0642
 GX0642                         *CURRENT SURVEY CONTROL
 GX0642  ___________________________________________________________________
 GX0642* NAD 83(1986)-  37 38 24.     (N)    080 48 18.     (W)     SCALED    
 GX0642* NAVD 88     -       432.466  (meters)    1418.85   (feet)  ADJUSTED  
 GX0642  ___________________________________________________________________
 GX0642  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX0642  DYNAMIC HT  -         432.106 (meters)    1417.67  (feet)  COMP
 GX0642  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GX0642
 GX0642  VERT ORDER  -  FIRST     CLASS II
 GX0642
 GX0642.The horizontal coordinates were scaled from a topographic map and have
 GX0642.an estimated accuracy of +/- 6 seconds.
 GX0642
 GX0642.The orthometric height was determined by differential leveling
 GX0642.and adjusted by the National Geodetic Survey in June 1991..
 GX0642
 GX0642.The geoid height was determined by GEOID03.
 GX0642
 GX0642.The dynamic height is computed by dividing the NAVD 88
 GX0642.geopotential number by the normal gravity value computed on the
 GX0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0642.degrees latitude (g = 980.6199 gals.).
 GX0642
 GX0642.The modeled gravity was interpolated from observed gravity values.
 GX0642
 GX0642;                    North         East    Units  Estimated Accuracy
 GX0642;SPC WV S     -    71,050.      617,210.      MT  (+/- 180 meters Scaled)
 GX0642
 GX0642                          SUPERSEDED SURVEY CONTROL
 GX0642
 GX0642  NGVD 29 (??/??/92)  432.627  (m)         1419.38   (f) ADJ UNCH    1 2
 GX0642
 GX0642.Superseded values are not recommended for survey control.
 GX0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0642.See file dsdata.txt to determine how the superseded data were derived.
 GX0642
 GX0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB172658(NAD 83)
 GX0642_MARKER: DD = SURVEY DISK
 GX0642_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX0642_STAMPING: C 200 1958
 GX0642_MARK LOGO: USGS  
 GX0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0642
 GX0642  HISTORY     - Date     Condition        Report By
 GX0642  HISTORY     - 1958     MONUMENTED       USGS
 GX0642  HISTORY     - 1984     GOOD             NGS
 GX0642  HISTORY     - 1984     GOOD             NGS
 GX0642
 GX0642                          STATION DESCRIPTION
 GX0642
 GX0642'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 GX0642'6.3 MI N FROM FOREST HILL.
 GX0642'ABOUT 6.3 MILES NORTH ALONG STATE HIGHWAY 12 FROM THE FOREST HILL
 GX0642'METHODIST CHURCH AT FOREST HILL, AT THE JUNCTION OF STATE
 GX0642'HIGHWAY 3 LEADING NORTHWEST TO HINTON, IN TOP OF THE NORTH
 GX0642'END OF THE LOWER PART OR BRIDGE SEAT OF THE WEST CONCRETE
 GX0642'ABUTMENT OF STEEL BRIDGE ACROSS GREENBRIER RIVER, 13 1/2 FEET
 GX0642'NORTH OF CENTER LINE OF BRIDGE FLOOR, AND ABOUT 4 1/2 BELOW
 GX0642'THE LEVEL OF THE BRIDGE FLOOR.  NOTE-- THIS MARK CAN BE REACHED
 GX0642'BY GOING ABOUT 0.9 MILE WEST ALONG A DIRT ROAD PARALLELING
 GX0642'THE CHESAPEAKE AND OHIO RAILWAY FROM CONTROL TOWER M W AT
 GX0642'HILLDALE, THENCE ABOUT 0.35 MILE SOUTH ALONG A BLACK TOP ROAD
 GX0642'ALONG THE EAST EDGE OF A GOLF COURSE TO THE JUNCTION OF STATE
 GX0642'HIGHWAY 3 AND 12, THENCE ABOUT 0.15 MILE WEST ALONG STATE
 GX0642'HIGHWAY 3 AND 12.
 GX0642
 GX0642                          STATION RECOVERY (1984)
 GX0642
 GX0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0642'RECOVERED IN GOOD CONDITION.
 GX0642
 GX0642                          STATION RECOVERY (1984)
 GX0642
 GX0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0662 ***********************************************************************
 GX0662  DESIGNATION -  C 201
 GX0662  PID         -  GX0662
 GX0662  STATE/COUNTY-  WV/SUMMERS
 GX0662  USGS QUAD   -  FOREST HILL (1976)
 GX0662
 GX0662                         *CURRENT SURVEY CONTROL
 GX0662  ___________________________________________________________________
 GX0662* NAD 83(1986)-  37 33 22.     (N)    080 48 02.     (W)     SCALED    
 GX0662* NAVD 88     -       503.163  (meters)    1650.79   (feet)  ADJUSTED  
 GX0662  ___________________________________________________________________
 GX0662  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0662  DYNAMIC HT  -         502.739 (meters)    1649.40  (feet)  COMP
 GX0662  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 GX0662
 GX0662  VERT ORDER  -  FIRST     CLASS II
 GX0662
 GX0662.The horizontal coordinates were scaled from a topographic map and have
 GX0662.an estimated accuracy of +/- 6 seconds.
 GX0662
 GX0662.The orthometric height was determined by differential leveling
 GX0662.and adjusted by the National Geodetic Survey in June 1991..
 GX0662
 GX0662.The geoid height was determined by GEOID03.
 GX0662
 GX0662.The dynamic height is computed by dividing the NAVD 88
 GX0662.geopotential number by the normal gravity value computed on the
 GX0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0662.degrees latitude (g = 980.6199 gals.).
 GX0662
 GX0662.The modeled gravity was interpolated from observed gravity values.
 GX0662
 GX0662;                    North         East    Units  Estimated Accuracy
 GX0662;SPC WV S     -    61,740.      617,620.      MT  (+/- 180 meters Scaled)
 GX0662
 GX0662                          SUPERSEDED SURVEY CONTROL
 GX0662
 GX0662  NGVD 29 (??/??/92)  503.327  (m)         1651.33   (f) ADJ UNCH    1 2
 GX0662
 GX0662.Superseded values are not recommended for survey control.
 GX0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0662.See file dsdata.txt to determine how the superseded data were derived.
 GX0662
 GX0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB176565(NAD 83)
 GX0662_MARKER: DB = BENCH MARK DISK
 GX0662_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX0662_STAMPING: C 201 1958
 GX0662_MARK LOGO: CGS   
 GX0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0662+STABILITY: SURFACE MOTION
 GX0662
 GX0662  HISTORY     - Date     Condition        Report By
 GX0662  HISTORY     - 1958     MONUMENTED       CGS
 GX0662  HISTORY     - 1984     GOOD             NGS
 GX0662
 GX0662                          STATION DESCRIPTION
 GX0662
 GX0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0662'1.2 MI SW FROM FOREST HILL.
 GX0662'ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 GX0662'FOREST HILL METHODIST CHURCH AT FOREST HILL, 0.6 MILE NORTH OF
 GX0662'CONCRETE BRIDGE OVER BRADSHAW CREEK, 0.55 MILE NORTH OF THE
 GX0662'JUNCTION OF ROAD 21-2 LEADING SOUTHWEST TO INDIAN MILLS, 93
 GX0662'YARDS NORTHEAST OF THE CENTER OF Y JUNCTION OF DIRT ROAD LEADING
 GX0662'NORTH, 18 FEET NORTHWEST OF CENTER LINE OF HIGHWAY AND AT OUTSIDE
 GX0662'OF A CURVE, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST
 GX0662'HEAD WALL OF A 14-FOOT CONCRETE CULVERT, AND ABOUT LEVEL WITH
 GX0662'THE HIGHWAY.
 GX0662
 GX0662                          STATION RECOVERY (1984)
 GX0662
 GX0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0685 ***********************************************************************
 GX0685  DESIGNATION -  C 202
 GX0685  PID         -  GX0685
 GX0685  STATE/COUNTY-  WV/MONROE
 GX0685  USGS QUAD   -  ALDERSON (1976)
 GX0685
 GX0685                         *CURRENT SURVEY CONTROL
 GX0685  ___________________________________________________________________
 GX0685* NAD 83(1986)-  37 43 09.     (N)    080 37 33.     (W)     SCALED    
 GX0685* NAVD 88     -       479.254  (meters)    1572.35   (feet)  ADJUSTED  
 GX0685  ___________________________________________________________________
 GX0685  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX0685  DYNAMIC HT  -         478.864 (meters)    1571.07  (feet)  COMP
 GX0685  MODELED GRAV-     979,800.2   (mgal)                       NAVD 88
 GX0685
 GX0685  VERT ORDER  -  FIRST     CLASS II
 GX0685
 GX0685.The horizontal coordinates were scaled from a topographic map and have
 GX0685.an estimated accuracy of +/- 6 seconds.
 GX0685
 GX0685.The orthometric height was determined by differential leveling
 GX0685.and adjusted by the National Geodetic Survey in June 1991..
 GX0685
 GX0685.The geoid height was determined by GEOID03.
 GX0685
 GX0685.The dynamic height is computed by dividing the NAVD 88
 GX0685.geopotential number by the normal gravity value computed on the
 GX0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0685.degrees latitude (g = 980.6199 gals.).
 GX0685
 GX0685.The modeled gravity was interpolated from observed gravity values.
 GX0685
 GX0685;                    North         East    Units  Estimated Accuracy
 GX0685;SPC WV S     -    79,890.      632,990.      MT  (+/- 180 meters Scaled)
 GX0685
 GX0685                          SUPERSEDED SURVEY CONTROL
 GX0685
 GX0685  NGVD 29 (??/??/92)  479.424  (m)         1572.91   (f) ADJ UNCH    1 2
 GX0685
 GX0685.Superseded values are not recommended for survey control.
 GX0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0685.See file dsdata.txt to determine how the superseded data were derived.
 GX0685
 GX0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB329747(NAD 83)
 GX0685_MARKER: DB = BENCH MARK DISK
 GX0685_SETTING: 66 = SET IN ROCK OUTCROP
 GX0685_SP_SET: ROCK CUT
 GX0685_STAMPING: C 202 1958
 GX0685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0685+STABILITY: POSITION/ELEVATION WELL
 GX0685
 GX0685  HISTORY     - Date     Condition        Report By
 GX0685  HISTORY     - 1958     MONUMENTED       CGS
 GX0685  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0685
 GX0685                          STATION DESCRIPTION
 GX0685
 GX0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0685'1 MI E FROM ALDERSON.
 GX0685'ABOUT 1.05 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0685'THE STATION AT ALDERSON, 0.2 MILE EAST OF MILEPOST 335, 11.9 FEET
 GX0685'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, SET
 GX0685'VERTICALLY IN THE ROUGH WATER WORN NORTHEAST FACE OF 8-FOOT HIGH
 GX0685'SOLID CLIFF OR OLD CUT, 4 FEET ABOVE THE GROUND, 130 YARDS
 GX0685'SOUTHEAST OF THE SOUTHEAST END OF A CURVE WITH TANGENTS EXTENDING
 GX0685'SOUTHEAST AND WEST, 27 1/2 FEET SOUTHEAST OF THE SOUTHWEST END
 GX0685'OF A 24-INCH PIPE CULVERT FOR A SMALL DRAIN, 90 YARDS NORTHWEST
 GX0685'OF THE SOUTHEAST END OF ROCK CUT, AND ABOUT 2 FEET ABOVE THE LEVEL
 GX0685'OF THE TRACK.
 GX0685
 GX0685                          STATION RECOVERY (1983)
 GX0685
 GX0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0685'NOT RECOVERED, MARK LOCATION IS INACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1876 ***********************************************************************
 HX1876  DESIGNATION -  C 203
 HX1876  PID         -  HX1876
 HX1876  STATE/COUNTY-  WV/FAYETTE
 HX1876  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1876
 HX1876                         *CURRENT SURVEY CONTROL
 HX1876  ___________________________________________________________________
 HX1876* NAD 83(1986)-  38 09 45.     (N)    081 12 25.     (W)     SCALED    
 HX1876* NAVD 88     -       208.532  (meters)     684.16   (feet)  ADJUSTED  
 HX1876  ___________________________________________________________________
 HX1876  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HX1876  DYNAMIC HT  -         208.384 (meters)     683.67  (feet)  COMP
 HX1876  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 HX1876
 HX1876  VERT ORDER  -  FIRST     CLASS II
 HX1876
 HX1876.The horizontal coordinates were scaled from a topographic map and have
 HX1876.an estimated accuracy of +/- 6 seconds.
 HX1876
 HX1876.The orthometric height was determined by differential leveling
 HX1876.and adjusted by the National Geodetic Survey in June 1991..
 HX1876
 HX1876.The geoid height was determined by GEOID03.
 HX1876
 HX1876.The dynamic height is computed by dividing the NAVD 88
 HX1876.geopotential number by the normal gravity value computed on the
 HX1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1876.degrees latitude (g = 980.6199 gals.).
 HX1876
 HX1876.The modeled gravity was interpolated from observed gravity values.
 HX1876
 HX1876;                    North         East    Units  Estimated Accuracy
 HX1876;SPC WV S     -   129,040.      581,870.      MT  (+/- 180 meters Scaled)
 HX1876
 HX1876                          SUPERSEDED SURVEY CONTROL
 HX1876
 HX1876  NGVD 29 (??/??/92)  208.722  (m)          684.78   (f) ADJ UNCH    1 2
 HX1876
 HX1876.Superseded values are not recommended for survey control.
 HX1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1876.See file dsdata.txt to determine how the superseded data were derived.
 HX1876
 HX1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC818238(NAD 83)
 HX1876_MARKER: DB = BENCH MARK DISK
 HX1876_SETTING: 66 = SET IN ROCK OUTCROP
 HX1876_SP_SET: ROCK
 HX1876_STAMPING: C 203 1959
 HX1876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1876+STABILITY: POSITION/ELEVATION WELL
 HX1876
 HX1876  HISTORY     - Date     Condition        Report By
 HX1876  HISTORY     - 1959     MONUMENTED       CGS
 HX1876
 HX1876                          STATION DESCRIPTION
 HX1876
 HX1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1876'0.5 MI SW FROM GAULEY BRIDGE.
 HX1876'ABOUT 0.5 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1876'FROM THE NORTHWEST END OF THE BRIDGE OVER GAULEY RIVER AT GAULEY
 HX1876'BRIDGE, ABOUT 1 1/2 RAILS EAST OF MILEPOST 162-30, 8 FEET NORTH
 HX1876'OF THE NORTH RAIL OF THE NORTH ONE OF THREE TRACKS, SET VERTICALLY
 HX1876'IN THE SOUTH FACE OF A ROCK 25-FEET LONG BY 4-FEET HIGH AT THE
 HX1876'HIGHEST POINT AND IS DIRECTLY BELOW THE EAST END OF A LARGE ROCK
 HX1876'BLUFF, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1863 ***********************************************************************
 HX1863  DESIGNATION -  C 204
 HX1863  PID         -  HX1863
 HX1863  STATE/COUNTY-  WV/FAYETTE
 HX1863  USGS QUAD   -  FAYETTEVILLE (1976)
 HX1863
 HX1863                         *CURRENT SURVEY CONTROL
 HX1863  ___________________________________________________________________
 HX1863* NAD 83(1986)-  38 05 56.     (N)    081 05 55.     (W)     SCALED    
 HX1863* NAVD 88     -       257.714  (meters)     845.52   (feet)  ADJUSTED  
 HX1863  ___________________________________________________________________
 HX1863  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 HX1863  DYNAMIC HT  -         257.517 (meters)     844.87  (feet)  COMP
 HX1863  MODELED GRAV-     979,859.6   (mgal)                       NAVD 88
 HX1863
 HX1863  VERT ORDER  -  FIRST     CLASS II
 HX1863
 HX1863.The horizontal coordinates were scaled from a topographic map and have
 HX1863.an estimated accuracy of +/- 6 seconds.
 HX1863
 HX1863.The orthometric height was determined by differential leveling
 HX1863.and adjusted by the National Geodetic Survey in June 1991..
 HX1863
 HX1863.The geoid height was determined by GEOID03.
 HX1863
 HX1863.The dynamic height is computed by dividing the NAVD 88
 HX1863.geopotential number by the normal gravity value computed on the
 HX1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1863.degrees latitude (g = 980.6199 gals.).
 HX1863
 HX1863.The modeled gravity was interpolated from observed gravity values.
 HX1863
 HX1863;                    North         East    Units  Estimated Accuracy
 HX1863;SPC WV S     -   121,970.      591,350.      MT  (+/- 180 meters Scaled)
 HX1863
 HX1863                          SUPERSEDED SURVEY CONTROL
 HX1863
 HX1863  NGVD 29 (??/??/92)  257.886  (m)          846.08   (f) ADJ UNCH    1 2
 HX1863
 HX1863.Superseded values are not recommended for survey control.
 HX1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1863.See file dsdata.txt to determine how the superseded data were derived.
 HX1863
 HX1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC913167(NAD 83)
 HX1863_MARKER: DB = BENCH MARK DISK
 HX1863_SETTING: 66 = SET IN ROCK OUTCROP
 HX1863_SP_SET: ROCK CUT
 HX1863_STAMPING: C 204 1959
 HX1863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1863+STABILITY: POSITION/ELEVATION WELL
 HX1863
 HX1863  HISTORY     - Date     Condition        Report By
 HX1863  HISTORY     - 1959     MONUMENTED       CGS
 HX1863
 HX1863                          STATION DESCRIPTION
 HX1863
 HX1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1863'2.8 MI NW FROM FAYETTE.
 HX1863'ABOUT 2.85 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1863'FROM THE STATION AT FAYETTE, 0.1 MILE NORTH OF MILEPOST 407,
 HX1863'ABOUT 7 RAILS NORTH OF THE SOUTH END OF A LONG CURVE WITH
 HX1863'TANGENTS EXTENDING SOUTH AND WEST, ON THE OUTSIDE OF CURVE,
 HX1863'11 FEET EAST OF THE EAST RAIL, SET VERTICALLY IN THE WEST FACE
 HX1863'OF A ROCK 25-FEET LONG BY 4-FEET HIGH THAT IS AT THE SOUTH END
 HX1863'OF A JAGGED ROCK CUT, 5 FEET NORTH OF THE SOUTH END OF THE
 HX1863'ROCK, 2 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1908 ***********************************************************************
 HX1908  DESIGNATION -  C 205
 HX1908  PID         -  HX1908
 HX1908  STATE/COUNTY-  WV/KANAWHA
 HX1908  USGS QUAD   -  CEDAR GROVE (1976)
 HX1908
 HX1908                         *CURRENT SURVEY CONTROL
 HX1908  ___________________________________________________________________
 HX1908* NAD 83(1986)-  38 12 13.     (N)    081 28 37.     (W)     SCALED    
 HX1908* NAVD 88     -       188.900  (meters)     619.75   (feet)  ADJUSTED  
 HX1908  ___________________________________________________________________
 HX1908  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HX1908  DYNAMIC HT  -         188.767 (meters)     619.31  (feet)  COMP
 HX1908  MODELED GRAV-     979,923.0   (mgal)                       NAVD 88
 HX1908
 HX1908  VERT ORDER  -  FIRST     CLASS II
 HX1908
 HX1908.The horizontal coordinates were scaled from a topographic map and have
 HX1908.an estimated accuracy of +/- 6 seconds.
 HX1908
 HX1908.The orthometric height was determined by differential leveling
 HX1908.and adjusted by the National Geodetic Survey in June 1991..
 HX1908
 HX1908.The geoid height was determined by GEOID03.
 HX1908
 HX1908.The dynamic height is computed by dividing the NAVD 88
 HX1908.geopotential number by the normal gravity value computed on the
 HX1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1908.degrees latitude (g = 980.6199 gals.).
 HX1908
 HX1908.The modeled gravity was interpolated from observed gravity values.
 HX1908
 HX1908;                    North         East    Units  Estimated Accuracy
 HX1908;SPC WV S     -   133,690.      558,230.      MT  (+/- 180 meters Scaled)
 HX1908
 HX1908                          SUPERSEDED SURVEY CONTROL
 HX1908
 HX1908  NGVD 29 (??/??/92)  189.094  (m)          620.39   (f) ADJ UNCH    1 2
 HX1908
 HX1908.Superseded values are not recommended for survey control.
 HX1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1908.See file dsdata.txt to determine how the superseded data were derived.
 HX1908
 HX1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC582285(NAD 83)
 HX1908_MARKER: DB = BENCH MARK DISK
 HX1908_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1908_SP_SET: BRIDGE
 HX1908_STAMPING: C 205 1959
 HX1908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX1908+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 HX1908
 HX1908  HISTORY     - Date     Condition        Report By
 HX1908  HISTORY     - 1959     MONUMENTED       CGS
 HX1908  HISTORY     - 19990813 GOOD             JCLS
 HX1908  HISTORY     - 20050513 GOOD             FRELAN
 HX1908
 HX1908                          STATION DESCRIPTION
 HX1908
 HX1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1908'2.8 MI W FROM CEDAR GROVE.
 HX1908'ABOUT 2.85 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX1908'THE STATION AT CEDAR GROVE, 0.45 MILE EAST OF MILEPOST 141, ABOUT
 HX1908'1 1/2 RAILS WEST OF THE WEST END OF THE VALLEY CAMP COAL COMPANY
 HX1908'TIPPLE, 7 1/2 FEET NORTH OF THE NORTH RAIL, IN TOP OF THE EAST
 HX1908'END OF THE NORTH CONCRETE HEAD WALL TO A 12-FOOT ROCK BRIDGE
 HX1908'OVER A SMALL STREAM, 1 1/2 FEET WEST OF THE EAST END OF THE
 HX1908'HEAD WALL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 HX1908
 HX1908                          STATION RECOVERY (1999)
 HX1908
 HX1908'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 HX1908'RECOVERED IN GOOD CONDITION.
 HX1908
 HX1908                          STATION RECOVERY (2005)
 HX1908
 HX1908'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 HX1908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1267 ***********************************************************************
 GX1267  DESIGNATION -  C 206
 GX1267  PID         -  GX1267
 GX1267  STATE/COUNTY-  WV/FAYETTE
 GX1267  USGS QUAD   -  THURMOND (1988)
 GX1267
 GX1267                         *CURRENT SURVEY CONTROL
 GX1267  ___________________________________________________________________
 GX1267* NAD 83(1986)-  37 59 39.     (N)    081 01 16.     (W)     SCALED    
 GX1267* NAVD 88     -       326.591  (meters)    1071.49   (feet)  ADJUSTED  
 GX1267  ___________________________________________________________________
 GX1267  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX1267  DYNAMIC HT  -         326.330 (meters)    1070.63  (feet)  COMP
 GX1267  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 GX1267
 GX1267  VERT ORDER  -  SECOND    CLASS 0
 GX1267
 GX1267.The horizontal coordinates were scaled from a topographic map and have
 GX1267.an estimated accuracy of +/- 6 seconds.
 GX1267
 GX1267.The orthometric height was determined by differential leveling
 GX1267.and adjusted by the National Geodetic Survey in June 1991..
 GX1267
 GX1267.The geoid height was determined by GEOID03.
 GX1267
 GX1267.The dynamic height is computed by dividing the NAVD 88
 GX1267.geopotential number by the normal gravity value computed on the
 GX1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1267.degrees latitude (g = 980.6199 gals.).
 GX1267
 GX1267.The modeled gravity was interpolated from observed gravity values.
 GX1267
 GX1267;                    North         East    Units  Estimated Accuracy
 GX1267;SPC WV S     -   110,340.      598,150.      MT  (+/- 180 meters Scaled)
 GX1267
 GX1267                          SUPERSEDED SURVEY CONTROL
 GX1267
 GX1267  NGVD 29 (??/??/92)  326.753  (m)         1072.02   (f) ADJ UNCH    2 0
 GX1267
 GX1267.Superseded values are not recommended for survey control.
 GX1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1267.See file dsdata.txt to determine how the superseded data were derived.
 GX1267
 GX1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC981051(NAD 83)
 GX1267_MARKER: DB = BENCH MARK DISK
 GX1267_SETTING: 66 = SET IN ROCK OUTCROP
 GX1267_SP_SET: ROCK
 GX1267_STAMPING: C 206 1961
 GX1267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1267+STABILITY: POSITION/ELEVATION WELL
 GX1267
 GX1267  HISTORY     - Date     Condition        Report By
 GX1267  HISTORY     - 1961     MONUMENTED       CGS
 GX1267
 GX1267                          STATION DESCRIPTION
 GX1267
 GX1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1267'AT SEWELL.
 GX1267'AT SEWELL, ABOUT 0.25 MILE SOUTHEAST ALONG A NARROW DIRT ROAD
 GX1267'FROM THE CHESAPEAKE AND OHIO RAILWAY STATION, AT THE ABANDONED TOWN
 GX1267'OF SEWELL, 75 YARDS NORTH OF A T ROAD JUNCTION, SET VERTICALLY
 GX1267'IN THE WEST FACE AND NEAR THE NORTHWEST CORNER OF A ROCK THAT
 GX1267'IS 35 FEET LONG-10 FEET HIGH AND 30 FEET WIDE, 7 FEET EAST OF THE
 GX1267'CENTER LINE OF THE ROAD, 5 FEET SOUTH OF THE NORTHWEST CORNER OF
 GX1267'THE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0768 ***********************************************************************
 GX0768  DESIGNATION -  C 207
 GX0768  PID         -  GX0768
 GX0768  STATE/COUNTY-  WV/FAYETTE
 GX0768  USGS QUAD   -  MEADOW CREEK (1988)
 GX0768
 GX0768                         *CURRENT SURVEY CONTROL
 GX0768  ___________________________________________________________________
 GX0768* NAD 83(1986)-  37 52 24.     (N)    080 58 28.     (W)     SCALED    
 GX0768* NAVD 88     -       618.079  (meters)    2027.81   (feet)  ADJUSTED  
 GX0768  ___________________________________________________________________
 GX0768  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX0768  DYNAMIC HT  -         617.572 (meters)    2026.15  (feet)  COMP
 GX0768  MODELED GRAV-     979,789.5   (mgal)                       NAVD 88
 GX0768
 GX0768  VERT ORDER  -  SECOND    CLASS 0
 GX0768
 GX0768.The horizontal coordinates were scaled from a topographic map and have
 GX0768.an estimated accuracy of +/- 6 seconds.
 GX0768
 GX0768.The orthometric height was determined by differential leveling
 GX0768.and adjusted by the National Geodetic Survey in June 1991..
 GX0768
 GX0768.The geoid height was determined by GEOID03.
 GX0768
 GX0768.The dynamic height is computed by dividing the NAVD 88
 GX0768.geopotential number by the normal gravity value computed on the
 GX0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0768.degrees latitude (g = 980.6199 gals.).
 GX0768
 GX0768.The modeled gravity was interpolated from observed gravity values.
 GX0768
 GX0768;                    North         East    Units  Estimated Accuracy
 GX0768;SPC WV S     -    96,930.      602,250.      MT  (+/- 180 meters Scaled)
 GX0768
 GX0768                          SUPERSEDED SURVEY CONTROL
 GX0768
 GX0768  NGVD 29 (??/??/92)  618.237  (m)         2028.33   (f) ADJ UNCH    2 0
 GX0768
 GX0768.Superseded values are not recommended for survey control.
 GX0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0768.See file dsdata.txt to determine how the superseded data were derived.
 GX0768
 GX0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB022917(NAD 83)
 GX0768_MARKER: DB = BENCH MARK DISK
 GX0768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0768_SP_SET: ABUTMENT
 GX0768_STAMPING: C 207 1961
 GX0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0768
 GX0768  HISTORY     - Date     Condition        Report By
 GX0768  HISTORY     - 1961     MONUMENTED       CGS
 GX0768
 GX0768                          STATION DESCRIPTION
 GX0768
 GX0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0768'1.9 MI SW FROM LAYLAND.
 GX0768'ABOUT 1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE CONCRETE
 GX0768'BLOCK CHURCH AT LAYLAND, ABOUT 0.75 MILE NORTHEAST OF THE
 GX0768'JUNCTION OF BACKUS ROAD LEADING EAST, SET ON TOP OF THE EAST END
 GX0768'OF THE NORTH CONCRETE ABUTMENT OF A 120 FOOT BRIDGE OVER LAUREL
 GX0768'CREEK, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET
 GX0768'WEST OF THE EAST END OF THE ABUTMENT AND 1/2 FOOT ABOVE THE LEVEL
 GX0768'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0801 ***********************************************************************
 GX0801  DESIGNATION -  C 208
 GX0801  PID         -  GX0801
 GX0801  STATE/COUNTY-  WV/SUMMERS
 GX0801  USGS QUAD   -  MEADOW CREEK (1988)
 GX0801
 GX0801                         *CURRENT SURVEY CONTROL
 GX0801  ___________________________________________________________________
 GX0801* NAD 83(1986)-  37 47 38.     (N)    080 52 33.     (W)     SCALED    
 GX0801* NAVD 88     -       436.267  (meters)    1431.32   (feet)  ADJUSTED  
 GX0801  ___________________________________________________________________
 GX0801  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0801  DYNAMIC HT  -         435.915 (meters)    1430.16  (feet)  COMP
 GX0801  MODELED GRAV-     979,810.6   (mgal)                       NAVD 88
 GX0801
 GX0801  VERT ORDER  -  SECOND    CLASS 0
 GX0801
 GX0801.The horizontal coordinates were scaled from a topographic map and have
 GX0801.an estimated accuracy of +/- 6 seconds.
 GX0801
 GX0801.The orthometric height was determined by differential leveling
 GX0801.and adjusted by the National Geodetic Survey in June 1991..
 GX0801
 GX0801.The geoid height was determined by GEOID03.
 GX0801
 GX0801.The dynamic height is computed by dividing the NAVD 88
 GX0801.geopotential number by the normal gravity value computed on the
 GX0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0801.degrees latitude (g = 980.6199 gals.).
 GX0801
 GX0801.The modeled gravity was interpolated from observed gravity values.
 GX0801
 GX0801;                    North         East    Units  Estimated Accuracy
 GX0801;SPC WV S     -    88,120.      610,940.      MT  (+/- 180 meters Scaled)
 GX0801
 GX0801                          SUPERSEDED SURVEY CONTROL
 GX0801
 GX0801  NGVD 29 (??/??/92)  436.438  (m)         1431.88   (f) ADJ UNCH    2 0
 GX0801
 GX0801.Superseded values are not recommended for survey control.
 GX0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0801.See file dsdata.txt to determine how the superseded data were derived.
 GX0801
 GX0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB109829(NAD 83)
 GX0801_MARKER: DB = BENCH MARK DISK
 GX0801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0801_SP_SET: CULVERT
 GX0801_STAMPING: C 208 1961
 GX0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0801
 GX0801  HISTORY     - Date     Condition        Report By
 GX0801  HISTORY     - 1961     MONUMENTED       CGS
 GX0801
 GX0801                          STATION DESCRIPTION
 GX0801
 GX0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0801'2.2 MI NE FROM SANDSTONE.
 GX0801'ABOUT 2.15 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0801'CHESAPEAKE AND OHIO RAILWAY STATION AT SANDSTONE, ABOUT 150
 GX0801'YARDS WEST OF A FOOR BRIDGE OVER LICK CREEK, AT THE OUTSIDE OF
 GX0801'A CURVE, SET ON THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 GX0801'CONCRETE HEADWALL OF A 5 FOOT CONCRETE BOX CULVERT UNDER THE
 GX0801'HIGHWAY, 21 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GX0801'1/2 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL AND
 GX0801'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0827 ***********************************************************************
 GX0827  DESIGNATION -  C 209
 GX0827  PID         -  GX0827
 GX0827  STATE/COUNTY-  WV/FAYETTE
 GX0827  USGS QUAD   -  RAINELLE (1976)
 GX0827
 GX0827                         *CURRENT SURVEY CONTROL
 GX0827  ___________________________________________________________________
 GX0827* NAD 83(1986)-  37 54 46.     (N)    080 49 23.     (W)     SCALED    
 GX0827* NAVD 88     -       759.025  (meters)    2490.23   (feet)  ADJUSTED  
 GX0827  ___________________________________________________________________
 GX0827  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX0827  DYNAMIC HT  -         758.381 (meters)    2488.12  (feet)  COMP
 GX0827  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 GX0827
 GX0827  VERT ORDER  -  SECOND    CLASS 0
 GX0827
 GX0827.The horizontal coordinates were scaled from a topographic map and have
 GX0827.an estimated accuracy of +/- 6 seconds.
 GX0827
 GX0827.The orthometric height was determined by differential leveling
 GX0827.and adjusted by the National Geodetic Survey in June 1991..
 GX0827
 GX0827.The geoid height was determined by GEOID03.
 GX0827
 GX0827.The dynamic height is computed by dividing the NAVD 88
 GX0827.geopotential number by the normal gravity value computed on the
 GX0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0827.degrees latitude (g = 980.6199 gals.).
 GX0827
 GX0827.The modeled gravity was interpolated from observed gravity values.
 GX0827
 GX0827;                    North         East    Units  Estimated Accuracy
 GX0827;SPC WV S     -   101,320.      615,560.      MT  (+/- 180 meters Scaled)
 GX0827
 GX0827                          SUPERSEDED SURVEY CONTROL
 GX0827
 GX0827  NGVD 29 (??/??/92)  759.161  (m)         2490.68   (f) ADJ UNCH    2 0
 GX0827
 GX0827.Superseded values are not recommended for survey control.
 GX0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0827.See file dsdata.txt to determine how the superseded data were derived.
 GX0827
 GX0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB155961(NAD 83)
 GX0827_MARKER: DB = BENCH MARK DISK
 GX0827_SETTING: 66 = SET IN ROCK OUTCROP
 GX0827_SP_SET: ROCK CUT
 GX0827_STAMPING: C 209 1961
 GX0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0827+STABILITY: POSITION/ELEVATION WELL
 GX0827
 GX0827  HISTORY     - Date     Condition        Report By
 GX0827  HISTORY     - 1961     MONUMENTED       CGS
 GX0827
 GX0827                          STATION DESCRIPTION
 GX0827
 GX0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0827'6 MI NE FROM MEADOW BRIDGE.
 GX0827'ABOUT 5.95 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0827'CHESAPEAKE AND OHIO RAILWAY STATION AT MEADOW BRIDGE, ABOUT 0.7
 GX0827'MILE SOUTH OF A 30 FOOT CONCRETE BRIDGE, ABOUT 75 YARDS NORTH OF
 GX0827'THE NORTH END OF A CURVE, SET ON THE TOP OF THE WEST CORNER OF A FLAT
 GX0827'ROCK, NEAR THE SOUTH END OF A CUT, 25 FEET EAST OF THE CENTER LINE
 GX0827'OF THE HIGHWAY, 30 FEET NORTH OF THE EAST END OF A 35 INCH PIPE
 GX0827'CULVERT UNDER THE HIGHWAY, 2 FEET EAST OF THE WEST CORNER OF THE
 GX0827'ROCK AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0492 ***********************************************************************
 JX0492  DESIGNATION -  C 21
 JX0492  PID         -  JX0492
 JX0492  STATE/COUNTY-  WV/MARSHALL
 JX0492  USGS QUAD   -  BUSINESSBURG (1976)
 JX0492
 JX0492                         *CURRENT SURVEY CONTROL
 JX0492  ___________________________________________________________________
 JX0492* NAD 83(1986)-  39 54 55.     (N)    080 47 33.     (W)     SCALED    
 JX0492* NAVD 88     -       196.703  (meters)     645.35   (feet)  POSTED    
 JX0492  ___________________________________________________________________
 JX0492  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JX0492  DYNAMIC HT  -         196.590 (meters)     644.98  (feet)  COMP
 JX0492  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 JX0492
 JX0492  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JX0492
 JX0492.The horizontal coordinates were scaled from a topographic map and have
 JX0492.an estimated accuracy of +/- 6 seconds.
 JX0492
 JX0492.The orthometric height was determined by differential leveling
 JX0492.and adjusted by the National Geodetic Survey in 1992..
 JX0492.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JX0492.rate of 4.1 thru 8.0 mm/km.
 JX0492
 JX0492.The geoid height was determined by GEOID03.
 JX0492
 JX0492.The dynamic height is computed by dividing the NAVD 88
 JX0492.geopotential number by the normal gravity value computed on the
 JX0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0492.degrees latitude (g = 980.6199 gals.).
 JX0492
 JX0492.The modeled gravity was interpolated from observed gravity values.
 JX0492
 JX0492;                    North         East    Units  Estimated Accuracy
 JX0492;SPC WV N     -   157,920.      489,500.      MT  (+/- 180 meters Scaled)
 JX0492
 JX0492                          SUPERSEDED SURVEY CONTROL
 JX0492
 JX0492  NGVD 29 (??/??/92)  196.842  (m)          645.81   (f) ADJ UNCH    1 2
 JX0492
 JX0492.Superseded values are not recommended for survey control.
 JX0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0492.See file dsdata.txt to determine how the superseded data were derived.
 JX0492
 JX0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE177183(NAD 83)
 JX0492_MARKER: DB = BENCH MARK DISK
 JX0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0492_STAMPING: C 21 1935
 JX0492_MARK LOGO: CGS   
 JX0492_PROJECTION: FLUSH
 JX0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0492+STABILITY: SURFACE MOTION
 JX0492
 JX0492  HISTORY     - Date     Condition        Report By
 JX0492  HISTORY     - 1935     MONUMENTED       CGS
 JX0492  HISTORY     - 1966     GOOD             LOCENG
 JX0492  HISTORY     - 1983     GOOD             NGS
 JX0492
 JX0492                          STATION DESCRIPTION
 JX0492
 JX0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0492'2.9 MI W FROM MOUNDSVILLE.
 JX0492'2.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0492'STATION AT MOUNDSVILLE, MARSHALL COUNTY, 150 FEET WEST OF A
 JX0492'PRIVATE ROAD CROSSING, 15 FEET EAST OF POLE 14+07, 15 FEET
 JX0492'NORTH OF THE NORTH RAIL OF THE TRACK, AND AT THE EDGE OF A
 JX0492'CULTIVATED FIELD.  A STANDARD DISK, STAMPED C 21 1935 AND SET
 JX0492'IN THE TOP OF A CONCRETE POST.
 JX0492
 JX0492                          STATION RECOVERY (1966)
 JX0492
 JX0492'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 JX0492'RECOVERED IN GOOD CONDITION.
 JX0492
 JX0492                          STATION RECOVERY (1983)
 JX0492
 JX0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0492'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.  NEW DESCRIPTION
 JX0492'FOLLOWS.  3.4 KM (2.1 MI) SOUTHWEST ALONG THE BALTIMORE AND OHIO
 JX0492'RAILROAD FROM THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER GRAVE
 JX0492'CREEK IN MOUNDSVILLE TO THE MARK ON THE RIGHT, ON PROPERTY OWNED BY
 JX0492'OLIN CHEMICAL CORPORATION, 4.57 METERS (15.0 FT) NORTH OF THE NORTH
 JX0492'RAIL, 4.57 METERS (15.0 FT) EAST OF A UTILITY POLE.  NOTE--MARK MAY
 JX0492'ALSO BE LOCATED BY CONTACTING MR. GRANT R. OFFENBERG, CONSTRUCTION
 JX0492'COORDINATOR/SUPERVISOR AT OLIN CHEMICALS GROUP AT 304-845-5670 EXT 244
 JX0492'OR 455.
 JX0492'THE MARK IS 0.61 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0854 ***********************************************************************
 GX0854  DESIGNATION -  C 211
 GX0854  PID         -  GX0854
 GX0854  STATE/COUNTY-  WV/SUMMERS
 GX0854  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0854
 GX0854                         *CURRENT SURVEY CONTROL
 GX0854  ___________________________________________________________________
 GX0854* NAD 83(1986)-  37 45 36.     (N)    080 46 43.     (W)     SCALED    
 GX0854* NAVD 88     -       773.228  (meters)    2536.83   (feet)  ADJUSTED  
 GX0854  ___________________________________________________________________
 GX0854  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX0854  DYNAMIC HT  -         772.569 (meters)    2534.67  (feet)  COMP
 GX0854  MODELED GRAV-     979,750.3   (mgal)                       NAVD 88
 GX0854
 GX0854  VERT ORDER  -  SECOND    CLASS 0
 GX0854
 GX0854.The horizontal coordinates were scaled from a topographic map and have
 GX0854.an estimated accuracy of +/- 6 seconds.
 GX0854
 GX0854.The orthometric height was determined by differential leveling
 GX0854.and adjusted by the National Geodetic Survey in June 1991..
 GX0854
 GX0854.The geoid height was determined by GEOID03.
 GX0854
 GX0854.The dynamic height is computed by dividing the NAVD 88
 GX0854.geopotential number by the normal gravity value computed on the
 GX0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0854.degrees latitude (g = 980.6199 gals.).
 GX0854
 GX0854.The modeled gravity was interpolated from observed gravity values.
 GX0854
 GX0854;                    North         East    Units  Estimated Accuracy
 GX0854;SPC WV S     -    84,370.      619,510.      MT  (+/- 180 meters Scaled)
 GX0854
 GX0854                          SUPERSEDED SURVEY CONTROL
 GX0854
 GX0854  NGVD 29 (??/??/92)  773.379  (m)         2537.33   (f) ADJ UNCH    2 0
 GX0854
 GX0854.Superseded values are not recommended for survey control.
 GX0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0854.See file dsdata.txt to determine how the superseded data were derived.
 GX0854
 GX0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB195792(NAD 83)
 GX0854_MARKER: DB = BENCH MARK DISK
 GX0854_SETTING: 66 = SET IN ROCK OUTCROP
 GX0854_SP_SET: ROCK CUT
 GX0854_STAMPING: C 211 1961
 GX0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0854+STABILITY: POSITION/ELEVATION WELL
 GX0854
 GX0854  HISTORY     - Date     Condition        Report By
 GX0854  HISTORY     - 1961     MONUMENTED       CGS
 GX0854
 GX0854                          STATION DESCRIPTION
 GX0854
 GX0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0854'7.9 MI SE FROM SANDSTONE.
 GX0854'0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE CHESAPEAKE AND
 GX0854'OHIO RAILWAY STATION AT SANDSTONE, THENCE 7.6 MILES SOUTHEAST
 GX0854'ALONG THE SANDSTONE-RAMP ROAD, ABOUT 0.45 MILE WEST OF THE
 GX0854'JUNCTION OF A SIDE ROAD LEADING NORTH, ON THE NORTHWEST SLOPE
 GX0854'OF A LONG CROOKED MOUNTAIN, SET VERTICALLY IN THE SOUTHWEST FACE
 GX0854'OF A ROCK CUT THAT IS ABOUT 20 FEET LONG AND 4 FEET HIGH AND
 GX0854'IS PART OF THE MOUNTAIN SIDE, 24 FEET NORTHEAST OF THE CENTER
 GX0854'LINE OF THE ROAD, 10 FEET NORTHEAST OF THE EAST END OF AN 18-INCH
 GX0854'PIPE CULVERT UNDER THE ROAD, 2 FEET ABOVE THE LEVEL OF THE GROUND
 GX0854'AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0873 ***********************************************************************
 GX0873  DESIGNATION -  C 212
 GX0873  PID         -  GX0873
 GX0873  STATE/COUNTY-  WV/SUMMERS
 GX0873  USGS QUAD   -  ALDERSON (1976)
 GX0873
 GX0873                         *CURRENT SURVEY CONTROL
 GX0873  ___________________________________________________________________
 GX0873* NAD 83(1986)-  37 43 54.     (N)    080 40 06.     (W)     SCALED    
 GX0873* NAVD 88     -       469.582  (meters)    1540.62   (feet)  ADJUSTED  
 GX0873  ___________________________________________________________________
 GX0873  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX0873  DYNAMIC HT  -         469.200 (meters)    1539.37  (feet)  COMP
 GX0873  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 GX0873
 GX0873  VERT ORDER  -  SECOND    CLASS 0
 GX0873
 GX0873.The horizontal coordinates were scaled from a topographic map and have
 GX0873.an estimated accuracy of +/- 6 seconds.
 GX0873
 GX0873.The orthometric height was determined by differential leveling
 GX0873.and adjusted by the National Geodetic Survey in June 1991..
 GX0873
 GX0873.The geoid height was determined by GEOID03.
 GX0873
 GX0873.The dynamic height is computed by dividing the NAVD 88
 GX0873.geopotential number by the normal gravity value computed on the
 GX0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0873.degrees latitude (g = 980.6199 gals.).
 GX0873
 GX0873.The modeled gravity was interpolated from observed gravity values.
 GX0873
 GX0873;                    North         East    Units  Estimated Accuracy
 GX0873;SPC WV S     -    81,260.      629,240.      MT  (+/- 180 meters Scaled)
 GX0873
 GX0873                          SUPERSEDED SURVEY CONTROL
 GX0873
 GX0873  NGVD 29 (??/??/92)  469.756  (m)         1541.19   (f) ADJ UNCH    2 0
 GX0873
 GX0873.Superseded values are not recommended for survey control.
 GX0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0873.See file dsdata.txt to determine how the superseded data were derived.
 GX0873
 GX0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB292760(NAD 83)
 GX0873_MARKER: DB = BENCH MARK DISK
 GX0873_SETTING: 66 = SET IN ROCK OUTCROP
 GX0873_SP_SET: ROCK CUT
 GX0873_STAMPING: C 212 1961
 GX0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0873+STABILITY: POSITION/ELEVATION WELL
 GX0873
 GX0873  HISTORY     - Date     Condition        Report By
 GX0873  HISTORY     - 1961     MONUMENTED       CGS
 GX0873
 GX0873                          STATION DESCRIPTION
 GX0873
 GX0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0873'1.6 MI W FROM ALDERSON.
 GX0873'1.65 MILES WEST ALONG STATE HIGHWAYS 3 AND 12 FROM THE NORTH END
 GX0873'OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, ABOUT 0.3 MILE WEST
 GX0873'OF THE GREENBRIER-SUMMERS COUNTY LINE, ABOUT 30 YARDS EAST OF THE
 GX0873'CENTER LINE OF THE JUNCTION OF THE HIGHWAYS AND BIG BRANCH ROAD,
 GX0873'SET VERTICALLY IN THE SOUTH FACE OF A LARGE ROCK CUT, 20 FEET
 GX0873'NORTH OF THE CENTER LINE OF THE HIGHWAYS, 2 1/2 FEET ABOVE THE
 GX0873'LEVEL OF THE GROUND AND HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0874 ***********************************************************************
 GX0874  DESIGNATION -  C 212 RESET 1973
 GX0874  PID         -  GX0874
 GX0874  STATE/COUNTY-  WV/SUMMERS
 GX0874  USGS QUAD   -  ALDERSON (1976)
 GX0874
 GX0874                         *CURRENT SURVEY CONTROL
 GX0874  ___________________________________________________________________
 GX0874* NAD 83(1986)-  37 43 53.     (N)    080 40 06.     (W)     SCALED    
 GX0874* NAVD 88     -       469.035  (meters)    1538.83   (feet)  ADJUSTED  
 GX0874  ___________________________________________________________________
 GX0874  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX0874  DYNAMIC HT  -         468.654 (meters)    1537.58  (feet)  COMP
 GX0874  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 GX0874
 GX0874  VERT ORDER  -  FIRST     CLASS II
 GX0874
 GX0874.The horizontal coordinates were scaled from a topographic map and have
 GX0874.an estimated accuracy of +/- 6 seconds.
 GX0874
 GX0874.The orthometric height was determined by differential leveling
 GX0874.and adjusted by the National Geodetic Survey in June 1991..
 GX0874
 GX0874.The geoid height was determined by GEOID03.
 GX0874
 GX0874.The dynamic height is computed by dividing the NAVD 88
 GX0874.geopotential number by the normal gravity value computed on the
 GX0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0874.degrees latitude (g = 980.6199 gals.).
 GX0874
 GX0874.The modeled gravity was interpolated from observed gravity values.
 GX0874
 GX0874;                    North         East    Units  Estimated Accuracy
 GX0874;SPC WV S     -    81,230.      629,240.      MT  (+/- 180 meters Scaled)
 GX0874
 GX0874                          SUPERSEDED SURVEY CONTROL
 GX0874
 GX0874.No superseded survey control is available for this station.
 GX0874
 GX0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB292760(NAD 83)
 GX0874_MARKER: DD = SURVEY DISK
 GX0874_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0874_SP_SET: UNSPECIFIED ROCK
 GX0874_STAMPING: C 212 RESET 1973
 GX0874_MARK LOGO: NGS   
 GX0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0874
 GX0874  HISTORY     - Date     Condition        Report By
 GX0874  HISTORY     - 1973     MONUMENTED       WVHD
 GX0874  HISTORY     - 1983     GOOD             NGS
 GX0874
 GX0874                          STATION DESCRIPTION
 GX0874
 GX0874'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1973
 GX0874'1.6 MI W FROM ALDERSON.
 GX0874'1.6 MILES WEST ALONG STATE HIGHWAYS 3 AND 12 FROM THE NORTH END
 GX0874'OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, ABOUT 0.3 MILE WEST
 GX0874'OF THE GREENBRIER-SUMMERS COUNTY LINE, ABOUT 37 YARDS EAST OF THE
 GX0874'CENTER LINE OF THE JUNCTION OF BIG BRANCH ROAD, SET VERTICALLY IN
 GX0874'THE SOUTH FACE OF A LARGE ROCK, 25 FEET NORTH OF THE CENTER LINE
 GX0874'OF THE HIGHWAYS AND 2 FEET ABOVE THE LEVEL OF THE GROUND.
 GX0874
 GX0874                          STATION RECOVERY (1983)
 GX0874
 GX0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0895 ***********************************************************************
 GX0895  DESIGNATION -  C 213
 GX0895  PID         -  GX0895
 GX0895  STATE/COUNTY-  WV/SUMMERS
 GX0895  USGS QUAD   -  DAWSON (1971)
 GX0895
 GX0895                         *CURRENT SURVEY CONTROL
 GX0895  ___________________________________________________________________
 GX0895* NAD 83(1986)-  37 46 04.     (N)    080 43 29.     (W)     SCALED    
 GX0895* NAVD 88     -      1064.322  (meters)    3491.86   (feet)  ADJUSTED  
 GX0895  ___________________________________________________________________
 GX0895  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX0895  DYNAMIC HT  -        1063.444 (meters)    3488.98  (feet)  COMP
 GX0895  MODELED GRAV-     979,765.5   (mgal)                       NAVD 88
 GX0895
 GX0895  VERT ORDER  -  SECOND    CLASS 0
 GX0895
 GX0895.The horizontal coordinates were scaled from a topographic map and have
 GX0895.an estimated accuracy of +/- 6 seconds.
 GX0895
 GX0895.The orthometric height was determined by differential leveling
 GX0895.and adjusted by the National Geodetic Survey in June 1991..
 GX0895
 GX0895.The geoid height was determined by GEOID03.
 GX0895
 GX0895.The dynamic height is computed by dividing the NAVD 88
 GX0895.geopotential number by the normal gravity value computed on the
 GX0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0895.degrees latitude (g = 980.6199 gals.).
 GX0895
 GX0895.The modeled gravity was interpolated from observed gravity values.
 GX0895
 GX0895;                    North         East    Units  Estimated Accuracy
 GX0895;SPC WV S     -    85,250.      624,250.      MT  (+/- 180 meters Scaled)
 GX0895
 GX0895                          SUPERSEDED SURVEY CONTROL
 GX0895
 GX0895  NGVD 29 (??/??/92) 1064.505  (m)         3492.46   (f) ADJ UNCH    2 0
 GX0895
 GX0895.Superseded values are not recommended for survey control.
 GX0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0895.See file dsdata.txt to determine how the superseded data were derived.
 GX0895
 GX0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB242800(NAD 83)
 GX0895_MARKER: DB = BENCH MARK DISK
 GX0895_SETTING: 66 = SET IN ROCK OUTCROP
 GX0895_SP_SET: ROCK LEDGE
 GX0895_STAMPING: C 213 1961
 GX0895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0895+STABILITY: POSITION/ELEVATION WELL
 GX0895
 GX0895  HISTORY     - Date     Condition        Report By
 GX0895  HISTORY     - 1961     MONUMENTED       CGS
 GX0895
 GX0895                          STATION DESCRIPTION
 GX0895
 GX0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0895'12.6 MI NW FROM ALDERSON.
 GX0895'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0895'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 5.75 MILES
 GX0895'WEST ALONG A BLACK TOP ROAD, THENCE 4.5 MILES NORTHEAST ALONG
 GX0895'A GRADED ROAD LEADING TO THE KEENEY MOUNTAIN FIRE TOWER, 0.55
 GX0895'MILE NORTHEAST OF A Y FORK, SET VERTICALLY IN THE NORTHWEST FACE
 GX0895'OF A LEDGE OF ROCK THAT IS 12 FEET LONG AND 2 1/2 FEET HIGH, 15
 GX0895'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHEAST
 GX0895'OF THE SOUTHWEST END OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF
 GX0895'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0994 ***********************************************************************
 GX0994  DESIGNATION -  C 214
 GX0994  PID         -  GX0994
 GX0994  STATE/COUNTY-  WV/SUMMERS
 GX0994  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0994
 GX0994                         *CURRENT SURVEY CONTROL
 GX0994  ___________________________________________________________________
 GX0994* NAD 83(1986)-  37 49 09.     (N)    080 45 43.     (W)     SCALED    
 GX0994* NAVD 88     -       844.897  (meters)    2771.97   (feet)  ADJUSTED  
 GX0994  ___________________________________________________________________
 GX0994  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX0994  DYNAMIC HT  -         844.195 (meters)    2769.66  (feet)  COMP
 GX0994  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GX0994
 GX0994  VERT ORDER  -  SECOND    CLASS 0
 GX0994
 GX0994.The horizontal coordinates were scaled from a topographic map and have
 GX0994.an estimated accuracy of +/- 6 seconds.
 GX0994
 GX0994.The orthometric height was determined by differential leveling
 GX0994.and adjusted by the National Geodetic Survey in June 1991..
 GX0994
 GX0994.The geoid height was determined by GEOID03.
 GX0994
 GX0994.The dynamic height is computed by dividing the NAVD 88
 GX0994.geopotential number by the normal gravity value computed on the
 GX0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0994.degrees latitude (g = 980.6199 gals.).
 GX0994
 GX0994.The modeled gravity was interpolated from observed gravity values.
 GX0994
 GX0994;                    North         East    Units  Estimated Accuracy
 GX0994;SPC WV S     -    90,950.      620,960.      MT  (+/- 180 meters Scaled)
 GX0994
 GX0994                          SUPERSEDED SURVEY CONTROL
 GX0994
 GX0994  NGVD 29 (??/??/92)  845.062  (m)         2772.51   (f) ADJ UNCH    2 0
 GX0994
 GX0994.Superseded values are not recommended for survey control.
 GX0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0994.See file dsdata.txt to determine how the superseded data were derived.
 GX0994
 GX0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB209857(NAD 83)
 GX0994_MARKER: DB = BENCH MARK DISK
 GX0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0994_STAMPING: C 214 1961
 GX0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0994+STABILITY: SURFACE MOTION
 GX0994
 GX0994  HISTORY     - Date     Condition        Report By
 GX0994  HISTORY     - 1961     MONUMENTED       CGS
 GX0994
 GX0994                          STATION DESCRIPTION
 GX0994
 GX0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0994'5.8 MI SE FROM ELTON.
 GX0994'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE CHURCH
 GX0994'OF CHRIST AT ELTON, THENCE 0.5 MILE SOUTHEAST ALONG A BLACK TOP
 GX0994'ROAD, THENCE 3.75 MILES EAST ALONG A GRADED ROAD, AT THE OUTSIDE
 GX0994'OF A SHARP CURVE, NEAR THE JUNCTION OF A PRIVATE DRIVE LEADING
 GX0994'TO A FARM HOUSE ON THE TOP OF A HILL, 13 FEET NORTH OF THE
 GX0994'CENTER LINE OF THE ROAD, 25 FEET NORTHWEST OF THE CENTER OF THE
 GX0994'JUNCTION, 2 1/2 FEET SOUTH OF A RAIL FENCE, 1.8 FEET EAST OF
 GX0994'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 GX0994'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 GX0994'GROUND.  NOTE-- THIS MARK MAY BE REACHED BY GOING 0.5 MILE WEST
 GX0994'ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT GRASSY MEADOWS,
 GX0994'THENCE 0.9 MILE SOUTH ALONG A GRADED ROAD, THENCE 2.3 MILES WEST
 GX0994'ALONG A ROUGH MOUNTAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1326 ***********************************************************************
 HX1326  DESIGNATION -  C 215
 HX1326  PID         -  HX1326
 HX1326  STATE/COUNTY-  WV/GREENBRIER
 HX1326  USGS QUAD   -  QUINWOOD (1995)
 HX1326
 HX1326                         *CURRENT SURVEY CONTROL
 HX1326  ___________________________________________________________________
 HX1326* NAD 83(1986)-  38 00 36.     (N)    080 39 43.     (W)     SCALED    
 HX1326* NAVD 88     -       780.254  (meters)    2559.88   (feet)  ADJUSTED  
 HX1326  ___________________________________________________________________
 HX1326  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX1326  DYNAMIC HT  -         779.592 (meters)    2557.71  (feet)  COMP
 HX1326  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 HX1326
 HX1326  VERT ORDER  -  SECOND    CLASS 0
 HX1326
 HX1326.The horizontal coordinates were scaled from a topographic map and have
 HX1326.an estimated accuracy of +/- 6 seconds.
 HX1326
 HX1326.The orthometric height was determined by differential leveling
 HX1326.and adjusted by the National Geodetic Survey in June 1991..
 HX1326
 HX1326.The geoid height was determined by GEOID03.
 HX1326
 HX1326.The dynamic height is computed by dividing the NAVD 88
 HX1326.geopotential number by the normal gravity value computed on the
 HX1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1326.degrees latitude (g = 980.6199 gals.).
 HX1326
 HX1326.The modeled gravity was interpolated from observed gravity values.
 HX1326
 HX1326;                    North         East    Units  Estimated Accuracy
 HX1326;SPC WV S     -   112,150.      629,690.      MT  (+/- 180 meters Scaled)
 HX1326
 HX1326                          SUPERSEDED SURVEY CONTROL
 HX1326
 HX1326  NGVD 29 (??/??/92)  780.379  (m)         2560.29   (f) ADJ UNCH    2 0
 HX1326
 HX1326.Superseded values are not recommended for survey control.
 HX1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1326.See file dsdata.txt to determine how the superseded data were derived.
 HX1326
 HX1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC296069(NAD 83)
 HX1326_MARKER: DB = BENCH MARK DISK
 HX1326_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1326_SP_SET: UNSPECIFIED ROCK
 HX1326_STAMPING: C 215 1961
 HX1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1326
 HX1326  HISTORY     - Date     Condition        Report By
 HX1326  HISTORY     - 1961     MONUMENTED       CGS
 HX1326
 HX1326                          STATION DESCRIPTION
 HX1326
 HX1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1326'3.6 MI N FROM RUPERT.
 HX1326'ABOUT 3.55 MILES NORTH ALONG A BLACK TOP ROAD FROM THE HIGH
 HX1326'SCHOOL BUILDING AT RUPERT, 0.7 MILE SOUTHWEST OF A 35 FOOT
 HX1326'BRIDGE OVER BROWN CREEK, ON THE SOUTH SLOPE OF A HILL, AT THE
 HX1326'SOUTH END OF A CURVE, SET VERTICALLY IN THE EAST FACE OF A ROCK
 HX1326'THAT IS 25 FEET LONG AND 6 FEET HIGH, 23 FEET WEST OF THE
 HX1326'CENTER LINE OF THE ROAD, 10 FEET NORTH OF THE SOUTHEAST CORNER
 HX1326'OF THE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1012 ***********************************************************************
 GX1012  DESIGNATION -  C 216
 GX1012  PID         -  GX1012
 GX1012  STATE/COUNTY-  WV/GREENBRIER
 GX1012  USGS QUAD   -  ASBURY (1979)
 GX1012
 GX1012                         *CURRENT SURVEY CONTROL
 GX1012  ___________________________________________________________________
 GX1012* NAD 83(1986)-  37 49 33.     (N)    080 30 59.     (W)     SCALED    
 GX1012* NAVD 88     -       785.230  (meters)    2576.21   (feet)  ADJUSTED  
 GX1012  ___________________________________________________________________
 GX1012  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX1012  DYNAMIC HT  -         784.583 (meters)    2574.09  (feet)  COMP
 GX1012  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 GX1012
 GX1012  VERT ORDER  -  SECOND    CLASS 0
 GX1012
 GX1012.The horizontal coordinates were scaled from a topographic map and have
 GX1012.an estimated accuracy of +/- 6 seconds.
 GX1012
 GX1012.The orthometric height was determined by differential leveling
 GX1012.and adjusted by the National Geodetic Survey in June 1991..
 GX1012
 GX1012.The geoid height was determined by GEOID03.
 GX1012
 GX1012.The dynamic height is computed by dividing the NAVD 88
 GX1012.geopotential number by the normal gravity value computed on the
 GX1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1012.degrees latitude (g = 980.6199 gals.).
 GX1012
 GX1012.The modeled gravity was interpolated from observed gravity values.
 GX1012
 GX1012;                    North         East    Units  Estimated Accuracy
 GX1012;SPC WV S     -    91,770.      642,570.      MT  (+/- 180 meters Scaled)
 GX1012
 GX1012                          SUPERSEDED SURVEY CONTROL
 GX1012
 GX1012  NGVD 29 (??/??/92)  785.390  (m)         2576.73   (f) ADJ UNCH    2 0
 GX1012
 GX1012.Superseded values are not recommended for survey control.
 GX1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1012.See file dsdata.txt to determine how the superseded data were derived.
 GX1012
 GX1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB425866(NAD 83)
 GX1012_MARKER: DB = BENCH MARK DISK
 GX1012_SETTING: 66 = SET IN ROCK OUTCROP
 GX1012_SP_SET: ROCK
 GX1012_STAMPING: C 216 1961
 GX1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1012+STABILITY: POSITION/ELEVATION WELL
 GX1012
 GX1012  HISTORY     - Date     Condition        Report By
 GX1012  HISTORY     - 1961     MONUMENTED       CGS
 GX1012
 GX1012                          STATION DESCRIPTION
 GX1012
 GX1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1012'5.4 MI W FROM LEWISBURG.
 GX1012'ABOUT 1.65 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX1012'OFFICE AT LEWISBURG, THENCE 3.75 MILES WEST ALONG COUNTY ROUTE
 GX1012'NO. 33, 110 YARDS EAST OF THE WOOD MEMORIAL CHAPEL, AT THE
 GX1012'JUNCTION OF A ROAD LEADING SOUTH, SET ON THE TOP OF A ROCK THAT
 GX1012'IS 15 FEET LONG AND 2 1/2 FEET HIGH, 30 FEET SOUTHEAST OF THE
 GX1012'CENTER OF THE JUNCTION, 18 FEET SOUTH OF THE CENTER LINE OF THE
 GX1012'ROAD LEADING EAST, 13 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GX1012'A SMALL ONE-STORY HOUSE WITH IMITATION BRICK SIDING, 1 FOOT SOUTH
 GX1012'OF THE NORTH EDGE OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE
 GX1012'ROAD.  NOTE-- MARK MAY BE REACHED FROM THE TOWN OF ASBURY BY
 GX1012'GOING 2.95 MILES NORTHEAST ALONG COUNTY ROAD NO. 33 FROM A T
 GX1012'ROAD JUNCTION IN THE CENTER OF THE SMALL TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1028 ***********************************************************************
 GX1028  DESIGNATION -  C 217
 GX1028  PID         -  GX1028
 GX1028  STATE/COUNTY-  WV/GREENBRIER
 GX1028  USGS QUAD   -  DAWSON (1971)
 GX1028
 GX1028                         *CURRENT SURVEY CONTROL
 GX1028  ___________________________________________________________________
 GX1028* NAD 83(1986)-  37 50 06.     (N)    080 38 40.     (W)     SCALED    
 GX1028* NAVD 88     -       547.124  (meters)    1795.02   (feet)  ADJUSTED  
 GX1028  ___________________________________________________________________
 GX1028  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GX1028  DYNAMIC HT  -         546.678 (meters)    1793.56  (feet)  COMP
 GX1028  MODELED GRAV-     979,796.7   (mgal)                       NAVD 88
 GX1028
 GX1028  VERT ORDER  -  SECOND    CLASS 0
 GX1028
 GX1028.The horizontal coordinates were scaled from a topographic map and have
 GX1028.an estimated accuracy of +/- 6 seconds.
 GX1028
 GX1028.The orthometric height was determined by differential leveling
 GX1028.and adjusted by the National Geodetic Survey in June 1991..
 GX1028
 GX1028.The geoid height was determined by GEOID03.
 GX1028
 GX1028.The dynamic height is computed by dividing the NAVD 88
 GX1028.geopotential number by the normal gravity value computed on the
 GX1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1028.degrees latitude (g = 980.6199 gals.).
 GX1028
 GX1028.The modeled gravity was interpolated from observed gravity values.
 GX1028
 GX1028;                    North         East    Units  Estimated Accuracy
 GX1028;SPC WV S     -    92,740.      631,300.      MT  (+/- 180 meters Scaled)
 GX1028
 GX1028                          SUPERSEDED SURVEY CONTROL
 GX1028
 GX1028  NGVD 29 (??/??/92)  547.283  (m)         1795.54   (f) ADJ UNCH    2 0
 GX1028
 GX1028.Superseded values are not recommended for survey control.
 GX1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1028.See file dsdata.txt to determine how the superseded data were derived.
 GX1028
 GX1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB312875(NAD 83)
 GX1028_MARKER: DB = BENCH MARK DISK
 GX1028_SETTING: 66 = SET IN ROCK OUTCROP
 GX1028_SP_SET: ROCK CUT
 GX1028_STAMPING: C 217 1961
 GX1028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1028+STABILITY: POSITION/ELEVATION WELL
 GX1028
 GX1028  HISTORY     - Date     Condition        Report By
 GX1028  HISTORY     - 1961     MONUMENTED       CGS
 GX1028
 GX1028                          STATION DESCRIPTION
 GX1028
 GX1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1028'1.1 MI NW FROM BLUE SULPHUR SPRINGS.
 GX1028'ABOUT 0.9 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE G.O.E.
 GX1028'MEMORIAL CHURCH AT BLUE SULPHUR SPRINGS, THENCE 0.2 MILE WEST
 GX1028'UPHILL ALONG A CROOKED GRADED MOUNTAIN ROAD, ON THE SOUTHEAST
 GX1028'SLOPE OF A MOUNTAIN, SET VERTICALLY IN THE EAST FACE OF A ROCK
 GX1028'THAT IS 6 FEET LONG AND 3 FEET HIGH AND IS PART OF AN 8-FOOT
 GX1028'HIGH CUT, 14 FEET EAST OF THE CENTER LINE OF THE ROAD AND 2 FEET
 GX1028'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1976 ***********************************************************************
 HX1976  DESIGNATION -  C 218
 HX1976  PID         -  HX1976
 HX1976  STATE/COUNTY-  WV/FAYETTE
 HX1976  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1976
 HX1976                         *CURRENT SURVEY CONTROL
 HX1976  ___________________________________________________________________
 HX1976* NAD 83(1986)-  38 13 21.     (N)    081 09 04.     (W)     SCALED    
 HX1976* NAVD 88     -       217.170  (meters)     712.50   (feet)  ADJUSTED  
 HX1976  ___________________________________________________________________
 HX1976  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HX1976  DYNAMIC HT  -         217.014 (meters)     711.99  (feet)  COMP
 HX1976  MODELED GRAV-     979,909.5   (mgal)                       NAVD 88
 HX1976
 HX1976  VERT ORDER  -  SECOND    CLASS 0
 HX1976
 HX1976.The horizontal coordinates were scaled from a topographic map and have
 HX1976.an estimated accuracy of +/- 6 seconds.
 HX1976
 HX1976.The orthometric height was determined by differential leveling
 HX1976.and adjusted by the National Geodetic Survey in June 1991..
 HX1976
 HX1976.The geoid height was determined by GEOID03.
 HX1976
 HX1976.The dynamic height is computed by dividing the NAVD 88
 HX1976.geopotential number by the normal gravity value computed on the
 HX1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1976.degrees latitude (g = 980.6199 gals.).
 HX1976
 HX1976.The modeled gravity was interpolated from observed gravity values.
 HX1976
 HX1976;                    North         East    Units  Estimated Accuracy
 HX1976;SPC WV S     -   135,690.      586,770.      MT  (+/- 180 meters Scaled)
 HX1976
 HX1976                          SUPERSEDED SURVEY CONTROL
 HX1976
 HX1976  NGVD 29 (??/??/92)  217.356  (m)          713.11   (f) ADJ UNCH    2 0
 HX1976
 HX1976.Superseded values are not recommended for survey control.
 HX1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1976.See file dsdata.txt to determine how the superseded data were derived.
 HX1976
 HX1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC867305(NAD 83)
 HX1976_MARKER: DB = BENCH MARK DISK
 HX1976_SETTING: 66 = SET IN ROCK OUTCROP
 HX1976_SP_SET: ROCK LEDGE
 HX1976_STAMPING: C 218 1961
 HX1976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1976+STABILITY: POSITION/ELEVATION WELL
 HX1976
 HX1976  HISTORY     - Date     Condition        Report By
 HX1976  HISTORY     - 1961     MONUMENTED       CGS
 HX1976
 HX1976                          STATION DESCRIPTION
 HX1976
 HX1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1976'0.4 MI SE FROM BEECH GLEN.
 HX1976'0.35 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SOUTHWEST END
 HX1976'OF THE CHESAPEAKE AND OHIO RAILWAY BRIDGE OVER THE GAULEY RIVER
 HX1976'AT BEECH GLEN, 0.2 MILE NORTHWEST OF THE COAL TIPPLES AT JODI,
 HX1976'110 YARDS SOUTHEAST OF THE CROSSING OF A BLACK TOP ROAD, ALONG
 HX1976'THE C AND O RAILWAY, SET ON TOP OF A 25-BY-3 FOOT ROCK LEDGE,
 HX1976'130 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A 50 FOOT WOODEN
 HX1976'BRIDGE OVER RICH CREEK, 8 FEET SOUTHEAST OF A SWITCH STAND, 8
 HX1976'FEET NORTHEAST OF THE NORTHEAST RAIL AND 1 FOOT ABOVE THE LEVEL
 HX1976'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2000 ***********************************************************************
 HX2000  DESIGNATION -  C 219
 HX2000  PID         -  HX2000
 HX2000  STATE/COUNTY-  WV/FAYETTE
 HX2000  USGS QUAD   -  ANSTED (1976)
 HX2000
 HX2000                         *CURRENT SURVEY CONTROL
 HX2000  ___________________________________________________________________
 HX2000* NAD 83(1986)-  38 07 44.     (N)    081 03 15.     (W)     SCALED    
 HX2000* NAVD 88     -       505.209  (meters)    1657.51   (feet)  ADJUSTED  
 HX2000  ___________________________________________________________________
 HX2000  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 HX2000  DYNAMIC HT  -         504.828 (meters)    1656.26  (feet)  COMP
 HX2000  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 HX2000
 HX2000  VERT ORDER  -  SECOND    CLASS 0
 HX2000
 HX2000.The horizontal coordinates were scaled from a topographic map and have
 HX2000.an estimated accuracy of +/- 6 seconds.
 HX2000
 HX2000.The orthometric height was determined by differential leveling
 HX2000.and adjusted by the National Geodetic Survey in June 1991..
 HX2000
 HX2000.The geoid height was determined by GEOID03.
 HX2000
 HX2000.The dynamic height is computed by dividing the NAVD 88
 HX2000.geopotential number by the normal gravity value computed on the
 HX2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2000.degrees latitude (g = 980.6199 gals.).
 HX2000
 HX2000.The modeled gravity was interpolated from observed gravity values.
 HX2000
 HX2000;                    North         East    Units  Estimated Accuracy
 HX2000;SPC WV S     -   125,300.      595,250.      MT  (+/- 180 meters Scaled)
 HX2000
 HX2000                          SUPERSEDED SURVEY CONTROL
 HX2000
 HX2000  NGVD 29 (??/??/92)  505.384  (m)         1658.08   (f) ADJ UNCH    2 0
 HX2000
 HX2000.Superseded values are not recommended for survey control.
 HX2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2000.See file dsdata.txt to determine how the superseded data were derived.
 HX2000
 HX2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC952201(NAD 83)
 HX2000_MARKER: DB = BENCH MARK DISK
 HX2000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2000_SP_SET: RAMP
 HX2000_STAMPING: C 219 1961
 HX2000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2000
 HX2000  HISTORY     - Date     Condition        Report By
 HX2000  HISTORY     - 1961     MONUMENTED       CGS
 HX2000
 HX2000                          STATION DESCRIPTION
 HX2000
 HX2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2000'2.9 MI SE FROM ANSTED.
 HX2000'ABOUT 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX2000'HIGH SCHOOL AT ANSTED, THENCE 0.2 MILE NORTH ALONG A NARROW
 HX2000'DIRT ROAD TO THE MASSEY AIRPORT, (AIRPORT OWNED BY MR. G.L.
 HX2000'MASSEY) SET ON TOP OF THE CONCRETE RAMP TO THE WEST ONE OF
 HX2000'TWO HANGERS, 42 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 HX2000'HANGER, 1 FOOT SOUTH OF THE NORTH END OF THE RAMP AND ABOUT
 HX2000'LEVEL WITH THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0503 ***********************************************************************
 JX0503  DESIGNATION -  C 22
 JX0503  PID         -  JX0503
 JX0503  STATE/COUNTY-  WV/MARSHALL
 JX0503  USGS QUAD   -  GLEN EASTON (1976)
 JX0503
 JX0503                         *CURRENT SURVEY CONTROL
 JX0503  ___________________________________________________________________
 JX0503* NAD 83(1986)-  39 51 29.     (N)    080 43 43.     (W)     SCALED    
 JX0503* NAVD 88     -       223.316  (meters)     732.66   (feet)  ADJUSTED  
 JX0503  ___________________________________________________________________
 JX0503  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JX0503  DYNAMIC HT  -         223.191 (meters)     732.25  (feet)  COMP
 JX0503  MODELED GRAV-     980,059.7   (mgal)                       NAVD 88
 JX0503
 JX0503  VERT ORDER  -  FIRST     CLASS II
 JX0503
 JX0503.The horizontal coordinates were scaled from a topographic map and have
 JX0503.an estimated accuracy of +/- 6 seconds.
 JX0503
 JX0503.The orthometric height was determined by differential leveling
 JX0503.and adjusted by the National Geodetic Survey in June 1991..
 JX0503
 JX0503.The geoid height was determined by GEOID03.
 JX0503
 JX0503.The dynamic height is computed by dividing the NAVD 88
 JX0503.geopotential number by the normal gravity value computed on the
 JX0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0503.degrees latitude (g = 980.6199 gals.).
 JX0503
 JX0503.The modeled gravity was interpolated from observed gravity values.
 JX0503
 JX0503;                    North         East    Units  Estimated Accuracy
 JX0503;SPC WV N     -   151,490.      494,880.      MT  (+/- 180 meters Scaled)
 JX0503
 JX0503                          SUPERSEDED SURVEY CONTROL
 JX0503
 JX0503  NGVD 29 (??/??/92)  223.465  (m)          733.15   (f) ADJ UNCH    1 2
 JX0503
 JX0503.Superseded values are not recommended for survey control.
 JX0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0503.See file dsdata.txt to determine how the superseded data were derived.
 JX0503
 JX0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE232120(NAD 83)
 JX0503_MARKER: DB = BENCH MARK DISK
 JX0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0503_SP_SET: BRIDGE
 JX0503_STAMPING: C 22 1935
 JX0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0503
 JX0503  HISTORY     - Date     Condition        Report By
 JX0503  HISTORY     - 1935     MONUMENTED       CGS
 JX0503
 JX0503                          STATION DESCRIPTION
 JX0503
 JX0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0503'1.9 MI N FROM ROSEBY ROCK.
 JX0503'1.9 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0503'STATION AT ROSEBY ROCK, MARSHALL COUNTY, ON THE SOUTHWEST SIDE
 JX0503'OF BIG GRAVE CREEK, ABOUT 180 FEET SOUTHWEST OF THE SOUTHWEST
 JX0503'RAIL, 60 FEET SOUTHEAST OF A SWINGING FOOT-BRIDGE, OPPOSITE
 JX0503'POLE 363+36, AT A CONCRETE BRIDGE OVER A SMALL CREEK EMPTYING
 JX0503'INTO BIG GRAVE CREEK, AND IN THE TOP OF THE EAST WING WALL OF THE
 JX0503'SOUTHEAST ABUTMENT.  A STANDARD DISK, STAMPED C 22 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1961 ***********************************************************************
 HX1961  DESIGNATION -  C 220
 HX1961  PID         -  HX1961
 HX1961  STATE/COUNTY-  WV/FAYETTE
 HX1961  USGS QUAD   -  ANSTED (1976)
 HX1961
 HX1961                         *CURRENT SURVEY CONTROL
 HX1961  ___________________________________________________________________
 HX1961* NAD 83(1986)-  38 12 12.     (N)    081 00 52.     (W)     SCALED    
 HX1961* NAVD 88     -       303.217  (meters)     994.80   (feet)  ADJUSTED  
 HX1961  ___________________________________________________________________
 HX1961  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HX1961  DYNAMIC HT  -         302.991 (meters)     994.06  (feet)  COMP
 HX1961  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 HX1961
 HX1961  VERT ORDER  -  SECOND    CLASS 0
 HX1961
 HX1961.The horizontal coordinates were scaled from a topographic map and have
 HX1961.an estimated accuracy of +/- 6 seconds.
 HX1961
 HX1961.The orthometric height was determined by differential leveling
 HX1961.and adjusted by the National Geodetic Survey in June 1991..
 HX1961
 HX1961.The geoid height was determined by GEOID03.
 HX1961
 HX1961.The dynamic height is computed by dividing the NAVD 88
 HX1961.geopotential number by the normal gravity value computed on the
 HX1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1961.degrees latitude (g = 980.6199 gals.).
 HX1961
 HX1961.The modeled gravity was interpolated from observed gravity values.
 HX1961
 HX1961;                    North         East    Units  Estimated Accuracy
 HX1961;SPC WV S     -   133,560.      598,740.      MT  (+/- 180 meters Scaled)
 HX1961
 HX1961                          SUPERSEDED SURVEY CONTROL
 HX1961
 HX1961  NGVD 29 (??/??/92)  303.393  (m)          995.38   (f) ADJ UNCH    2 0
 HX1961
 HX1961.Superseded values are not recommended for survey control.
 HX1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1961.See file dsdata.txt to determine how the superseded data were derived.
 HX1961
 HX1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC987283(NAD 83)
 HX1961_MARKER: DB = BENCH MARK DISK
 HX1961_SETTING: 66 = SET IN ROCK OUTCROP
 HX1961_SP_SET: RAZOR BACK ROCK
 HX1961_STAMPING: C 220 1961
 HX1961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1961+STABILITY: POSITION/ELEVATION WELL
 HX1961
 HX1961  HISTORY     - Date     Condition        Report By
 HX1961  HISTORY     - 1961     MONUMENTED       CGS
 HX1961
 HX1961                          STATION DESCRIPTION
 HX1961
 HX1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1961'11.1 MI NE FROM ANSTED.
 HX1961'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1961'HIGH SCHOOL AT ANSTED, THENCE 7.9 MILES NORTHEAST ALONG A BLACK
 HX1961'TOP ROAD, THENCE 1.8 MILES NORTHWEST ALONG THE OLD NOW ABANDONED
 HX1961'WOODS FERRY ROAD, ALONG THE SOUTH BANK OF THE GAULEY RIVER, ACROSS
 HX1961'THE RIVER FROM BENCH MARK 1006 (USGS) DESCRIBED, SET ON THE TOP OF
 HX1961'A LARGE RAZOR BACK LIKE ROCK THAT PROJECTS OUT INTO THE RIVER,
 HX1961'ABOUT 35 YARDS NORTHWEST OF THE NORTHWEST RAIL OF THE CHESAPEAKE
 HX1961'AND OHIO RAILWAY, 4 FEET NORTHWEST OF THE NORMAL WATER LINE OF THE
 HX1961'RIVER, 55 YARDS N. OF THE JUNCTION OF THE OLD ROAD AND THE RAILROAD,
 HX1961'30 FEET WEST OF THE EAST END OF THE ROCK AND 5 FEET ABOVE THE LEVEL
 HX1961'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1159 ***********************************************************************
 HX1159  DESIGNATION -  C 221
 HX1159  PID         -  HX1159
 HX1159  STATE/COUNTY-  WV/NICHOLAS
 HX1159  USGS QUAD   -  MOUNT NEBO (1976)
 HX1159
 HX1159                         *CURRENT SURVEY CONTROL
 HX1159  ___________________________________________________________________
 HX1159* NAD 83(1986)-  38 13 41.     (N)    080 51 14.     (W)     SCALED    
 HX1159* NAVD 88     -       474.790  (meters)    1557.71   (feet)  ADJUSTED  
 HX1159  ___________________________________________________________________
 HX1159  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HX1159  DYNAMIC HT  -         474.422 (meters)    1556.50  (feet)  COMP
 HX1159  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 HX1159
 HX1159  VERT ORDER  -  SECOND    CLASS 0
 HX1159
 HX1159.The horizontal coordinates were scaled from a topographic map and have
 HX1159.an estimated accuracy of +/- 6 seconds.
 HX1159
 HX1159.The orthometric height was determined by differential leveling
 HX1159.and adjusted by the National Geodetic Survey in June 1991..
 HX1159
 HX1159.The geoid height was determined by GEOID03.
 HX1159
 HX1159.The dynamic height is computed by dividing the NAVD 88
 HX1159.geopotential number by the normal gravity value computed on the
 HX1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1159.degrees latitude (g = 980.6199 gals.).
 HX1159
 HX1159.The modeled gravity was interpolated from observed gravity values.
 HX1159
 HX1159;                    North         East    Units  Estimated Accuracy
 HX1159;SPC WV S     -   136,310.      612,790.      MT  (+/- 180 meters Scaled)
 HX1159
 HX1159                          SUPERSEDED SURVEY CONTROL
 HX1159
 HX1159  NGVD 29 (??/??/92)  474.945  (m)         1558.22   (f) ADJ UNCH    2 0
 HX1159
 HX1159.Superseded values are not recommended for survey control.
 HX1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1159.See file dsdata.txt to determine how the superseded data were derived.
 HX1159
 HX1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC127311(NAD 83)
 HX1159_MARKER: DB = BENCH MARK DISK
 HX1159_SETTING: 66 = SET IN ROCK OUTCROP
 HX1159_SP_SET: ROCK CUT
 HX1159_STAMPING: C 221 1961
 HX1159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1159+STABILITY: POSITION/ELEVATION WELL
 HX1159
 HX1159  HISTORY     - Date     Condition        Report By
 HX1159  HISTORY     - 1961     MONUMENTED       CGS
 HX1159
 HX1159                          STATION DESCRIPTION
 HX1159
 HX1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1159'4.6 MI S FROM SUMMERSVILLE.
 HX1159'ABOUT 4.65 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1159'AT SUMMERSVILLE, 0.8 MILE SOUTH OF THE SOUTHEAST END OF THE LARGE
 HX1159'GAULEY RIVER BRIDGE, SET VERTICALLY IN THE WEST FACE OF A
 HX1159'40-BY-15 FOOT ROCK CUT, 25 FEET EAST OF THE CENTER LINE OF THE
 HX1159'HIGHWAY, 33 FEET SOUTH OF TELEPHONE POLE NO. 117, 63 FEET SOUTH
 HX1159'OF THE SOUTHWEST END OF A 30-INCH PIPE CULVERT UNDER THE HIGHWAY,
 HX1159'12 FEET NORTH OF THE SOUTH END OF THE ROCK AND 3 FEET ABOVE THE
 HX1159'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1184 ***********************************************************************
 HX1184  DESIGNATION -  C 222
 HX1184  PID         -  HX1184
 HX1184  STATE/COUNTY-  WV/FAYETTE
 HX1184  USGS QUAD   -  WINONA (1976)
 HX1184
 HX1184                         *CURRENT SURVEY CONTROL
 HX1184  ___________________________________________________________________
 HX1184* NAD 83(1986)-  38 04 14.     (N)    080 54 19.     (W)     SCALED    
 HX1184* NAVD 88     -       589.451  (meters)    1933.89   (feet)  ADJUSTED  
 HX1184  ___________________________________________________________________
 HX1184  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HX1184  DYNAMIC HT  -         588.985 (meters)    1932.36  (feet)  COMP
 HX1184  MODELED GRAV-     979,821.2   (mgal)                       NAVD 88
 HX1184
 HX1184  VERT ORDER  -  SECOND    CLASS 0
 HX1184
 HX1184.The horizontal coordinates were scaled from a topographic map and have
 HX1184.an estimated accuracy of +/- 6 seconds.
 HX1184
 HX1184.The orthometric height was determined by differential leveling
 HX1184.and adjusted by the National Geodetic Survey in June 1991..
 HX1184
 HX1184.The geoid height was determined by GEOID03.
 HX1184
 HX1184.The dynamic height is computed by dividing the NAVD 88
 HX1184.geopotential number by the normal gravity value computed on the
 HX1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1184.degrees latitude (g = 980.6199 gals.).
 HX1184
 HX1184.The modeled gravity was interpolated from observed gravity values.
 HX1184
 HX1184;                    North         East    Units  Estimated Accuracy
 HX1184;SPC WV S     -   118,820.      608,310.      MT  (+/- 180 meters Scaled)
 HX1184
 HX1184                          SUPERSEDED SURVEY CONTROL
 HX1184
 HX1184  NGVD 29 (??/??/92)  589.610  (m)         1934.41   (f) ADJ UNCH    2 0
 HX1184
 HX1184.Superseded values are not recommended for survey control.
 HX1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1184.See file dsdata.txt to determine how the superseded data were derived.
 HX1184
 HX1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC083136(NAD 83)
 HX1184_MARKER: DB = BENCH MARK DISK
 HX1184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1184_SP_SET: ABUTMENT
 HX1184_STAMPING: C 222 1961
 HX1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1184
 HX1184  HISTORY     - Date     Condition        Report By
 HX1184  HISTORY     - 1961     MONUMENTED       CGS
 HX1184
 HX1184                          STATION DESCRIPTION
 HX1184
 HX1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1184'3.8 MI SW FROM NALLEN.
 HX1184'ABOUT 3.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE CENTER
 HX1184'OF THE BRIDGE OVER MEADOW RIVER AT NALLEN, 0.25 MILE WEST OF THE
 HX1184'BRACKENS CREEK METHODIST CHURCH AND CEMETERY, NEAR THE JUNCTION
 HX1184'OF A GRADED ROAD LEADING NORTH, SET ON THE TOP OF THE THIRD STONE
 HX1184'STEP OF THE NORTH END OF THE WEST STONE ABUTMENT OF A 36 FOOT
 HX1184'LONG BRIDGE OVER BRACKENS CREEK, 20 FEET NORTH OF THE CENTER LINE
 HX1184'OF THE HIGHWAY, 112 FEET NORTHEAST OF THE CENTER OF THE CROSSING
 HX1184'OF THE CHESAPEAKE AND OHIO RAILWAY AND THE HIGHWAY, AND ABOUT 3
 HX1184'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1426 ***********************************************************************
 HX1426  DESIGNATION -  C 223
 HX1426  PID         -  HX1426
 HX1426  STATE/COUNTY-  WV/FAYETTE
 HX1426  USGS QUAD   -  WINONA (1976)
 HX1426
 HX1426                         *CURRENT SURVEY CONTROL
 HX1426  ___________________________________________________________________
 HX1426* NAD 83(1986)-  38 00 56.     (N)    080 54 18.     (W)     SCALED    
 HX1426* NAVD 88     -       799.431  (meters)    2622.80   (feet)  ADJUSTED  
 HX1426  ___________________________________________________________________
 HX1426  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HX1426  DYNAMIC HT  -         798.777 (meters)    2620.65  (feet)  COMP
 HX1426  MODELED GRAV-     979,783.8   (mgal)                       NAVD 88
 HX1426
 HX1426  VERT ORDER  -  SECOND    CLASS 0
 HX1426
 HX1426.The horizontal coordinates were scaled from a topographic map and have
 HX1426.an estimated accuracy of +/- 6 seconds.
 HX1426
 HX1426.The orthometric height was determined by differential leveling
 HX1426.and adjusted by the National Geodetic Survey in June 1991..
 HX1426
 HX1426.The geoid height was determined by GEOID03.
 HX1426
 HX1426.The dynamic height is computed by dividing the NAVD 88
 HX1426.geopotential number by the normal gravity value computed on the
 HX1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1426.degrees latitude (g = 980.6199 gals.).
 HX1426
 HX1426.The modeled gravity was interpolated from observed gravity values.
 HX1426
 HX1426;                    North         East    Units  Estimated Accuracy
 HX1426;SPC WV S     -   112,720.      608,340.      MT  (+/- 180 meters Scaled)
 HX1426
 HX1426                          SUPERSEDED SURVEY CONTROL
 HX1426
 HX1426  NGVD 29 (??/??/92)  799.582  (m)         2623.30   (f) ADJ UNCH    2 0
 HX1426
 HX1426.Superseded values are not recommended for survey control.
 HX1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1426.See file dsdata.txt to determine how the superseded data were derived.
 HX1426
 HX1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC083075(NAD 83)
 HX1426_MARKER: DB = BENCH MARK DISK
 HX1426_SETTING: 66 = SET IN ROCK OUTCROP
 HX1426_SP_SET: ROCK CUT
 HX1426_STAMPING: C 223 1961
 HX1426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1426+STABILITY: POSITION/ELEVATION WELL
 HX1426
 HX1426  HISTORY     - Date     Condition        Report By
 HX1426  HISTORY     - 1961     MONUMENTED       CGS
 HX1426
 HX1426                          STATION DESCRIPTION
 HX1426
 HX1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1426'5.5 MI SE FROM LOOKOUT.
 HX1426'ABOUT 5.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL
 HX1426'HIGH SCHOOL AT LOOKOUT, 0.6 MILE SOUTHEAST OF THE JUNCTION OF
 HX1426'U.S. HIGHWAY 60 AND U.S. HIGHWAY 19 LEADING SOUTH, SET
 HX1426'VERTICALLY IN THE SOUTH FACE OF A 4 BY-4-FOOT ROCK IN A LARGE
 HX1426'CUT THAT IS PART OF THE FIRST HILL SOUTHEAST OF THE JUNCTION,
 HX1426'AT THE SOUTHEAST END OF A LONG CURVE, 0.5 MILE NORTHWEST OF THE
 HX1426'MISSIONARY BAPTIST CHURCH AT HILTON VILLAGE, 21 FEET NORTHEAST
 HX1426'OF THE CENTER LINE OF THE HIGHWAY, 156 FEET SOUTHEAST OF POWER
 HX1426'LINE POLE NO. 567A 15, 240 FEET NORTHWEST OF THE APPROXIMATE
 HX1426'CENTER OF THE CREST OF A HILL, 90 FEET SOUTHEAST OF THE NORTHWEST
 HX1426'END OF THE CUT AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1441 ***********************************************************************
 HX1441  DESIGNATION -  C 224
 HX1441  PID         -  HX1441
 HX1441  STATE/COUNTY-  WV/FAYETTE
 HX1441  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1441
 HX1441                         *CURRENT SURVEY CONTROL
 HX1441  ___________________________________________________________________
 HX1441* NAD 83(1986)-  38 08 59.     (N)    080 55 37.     (W)     SCALED    
 HX1441* NAVD 88     -       504.037  (meters)    1653.66   (feet)  ADJUSTED  
 HX1441  ___________________________________________________________________
 HX1441  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HX1441  DYNAMIC HT  -         503.648 (meters)    1652.39  (feet)  COMP
 HX1441  MODELED GRAV-     979,841.5   (mgal)                       NAVD 88
 HX1441
 HX1441  VERT ORDER  -  SECOND    CLASS 0
 HX1441
 HX1441.The horizontal coordinates were scaled from a topographic map and have
 HX1441.an estimated accuracy of +/- 6 seconds.
 HX1441
 HX1441.The orthometric height was determined by differential leveling
 HX1441.and adjusted by the National Geodetic Survey in June 1991..
 HX1441
 HX1441.The geoid height was determined by GEOID03.
 HX1441
 HX1441.The dynamic height is computed by dividing the NAVD 88
 HX1441.geopotential number by the normal gravity value computed on the
 HX1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1441.degrees latitude (g = 980.6199 gals.).
 HX1441
 HX1441.The modeled gravity was interpolated from observed gravity values.
 HX1441
 HX1441;                    North         East    Units  Estimated Accuracy
 HX1441;SPC WV S     -   127,610.      606,400.      MT  (+/- 180 meters Scaled)
 HX1441
 HX1441                          SUPERSEDED SURVEY CONTROL
 HX1441
 HX1441  NGVD 29 (??/??/92)  504.202  (m)         1654.20   (f) ADJ UNCH    2 0
 HX1441
 HX1441.Superseded values are not recommended for survey control.
 HX1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1441.See file dsdata.txt to determine how the superseded data were derived.
 HX1441
 HX1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC064224(NAD 83)
 HX1441_MARKER: DB = BENCH MARK DISK
 HX1441_SETTING: 66 = SET IN ROCK OUTCROP
 HX1441_SP_SET: ROCK CUT
 HX1441_STAMPING: C 224 1961
 HX1441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1441+STABILITY: POSITION/ELEVATION WELL
 HX1441
 HX1441  HISTORY     - Date     Condition        Report By
 HX1441  HISTORY     - 1961     MONUMENTED       CGS
 HX1441
 HX1441                          STATION DESCRIPTION
 HX1441
 HX1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1441'6.7 MI NW FROM NALLEN.
 HX1441'ABOUT 6.7 MILES NORTHWEST ALONG THE NICHOLAS, FAYETTE AND
 HX1441'GREENBRIER RAILROAD FROM THE STATION AT NALLEN, 0.3 MILE SOUTHEAST
 HX1441'OF BRIDGE NO. 463 OVER ARROWWOOD CREEK, NEAR MILEPOST 46, AT
 HX1441'DEEGANS SIDING, SET VERTICALLY IN THE NORTHEAST FACE OF A
 HX1441'5-BY-4-FOOT ROCK, AT A SMALL CUT, 8 FEET SOUTHWEST OF THE
 HX1441'SOUTHWEST RAIL, 70 FEET NORTHWEST OF MILEPOST 46 AND 1 FOOT
 HX1441'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1106 ***********************************************************************
 HX1106  DESIGNATION -  C 225
 HX1106  PID         -  HX1106
 HX1106  STATE/COUNTY-  WV/NICHOLAS
 HX1106  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1106
 HX1106                         *CURRENT SURVEY CONTROL
 HX1106  ___________________________________________________________________
 HX1106* NAD 83(1986)-  38 18 26.     (N)    080 42 45.     (W)     SCALED    
 HX1106* NAVD 88     -       666.201  (meters)    2185.69   (feet)  ADJUSTED  
 HX1106  ___________________________________________________________________
 HX1106  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HX1106  DYNAMIC HT  -         665.680 (meters)    2183.99  (feet)  COMP
 HX1106  MODELED GRAV-     979,825.1   (mgal)                       NAVD 88
 HX1106
 HX1106  VERT ORDER  -  SECOND    CLASS 0
 HX1106
 HX1106.The horizontal coordinates were scaled from a topographic map and have
 HX1106.an estimated accuracy of +/- 6 seconds.
 HX1106
 HX1106.The orthometric height was determined by differential leveling
 HX1106.and adjusted by the National Geodetic Survey in June 1991..
 HX1106
 HX1106.The geoid height was determined by GEOID03.
 HX1106
 HX1106.The dynamic height is computed by dividing the NAVD 88
 HX1106.geopotential number by the normal gravity value computed on the
 HX1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1106.degrees latitude (g = 980.6199 gals.).
 HX1106
 HX1106.The modeled gravity was interpolated from observed gravity values.
 HX1106
 HX1106;                    North         East    Units  Estimated Accuracy
 HX1106;SPC WV S     -   145,130.      625,140.      MT  (+/- 180 meters Scaled)
 HX1106
 HX1106                          SUPERSEDED SURVEY CONTROL
 HX1106
 HX1106  NGVD 29 (??/??/92)  666.345  (m)         2186.17   (f) ADJ UNCH    2 0
 HX1106
 HX1106.Superseded values are not recommended for survey control.
 HX1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1106.See file dsdata.txt to determine how the superseded data were derived.
 HX1106
 HX1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC251399(NAD 83)
 HX1106_MARKER: DB = BENCH MARK DISK
 HX1106_SETTING: 66 = SET IN ROCK OUTCROP
 HX1106_SP_SET: ROCK OUTCROP
 HX1106_STAMPING: C 225 1961
 HX1106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1106+STABILITY: POSITION/ELEVATION WELL
 HX1106
 HX1106  HISTORY     - Date     Condition        Report By
 HX1106  HISTORY     - 1961     MONUMENTED       CGS
 HX1106
 HX1106                          STATION DESCRIPTION
 HX1106
 HX1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1106'6 MI SW FROM CRAIGSVILLE.
 HX1106'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 41 FROM THE JUNCTION
 HX1106'OF STATE HIGHWAY 20 AT CRAIGSVILLE, THENCE 4.05 MILES SOUTHWEST
 HX1106'ALONG A BLACK TOP ROAD, SET ON THE TOP OF A 13-BY-8 FEET OUTCROP
 HX1106'WHICH IS ON THE PROPERTY OF MR. BUSTER KEFFER, 48 FEET SOUTHEAST
 HX1106'OF THE CENTER LINE OF THE ROAD, 37 FEET SOUTHEAST OF THE CENTER
 HX1106'OF A WOODEN GATE AT PASTURE ENTRANCE, 87 FEET WEST OF THE
 HX1106'SOUTHWEST CORNER OF THE KEFFER RESIDENCE, 5 FEET WEST OF A FENCE
 HX1106'LINE, 6 FEET SOUTHEAST OF THE NORTHWEST END OF THE ROCK AND 1 FOOT
 HX1106'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1242 ***********************************************************************
 HX1242  DESIGNATION -  C 226
 HX1242  PID         -  HX1242
 HX1242  STATE/COUNTY-  WV/NICHOLAS
 HX1242  USGS QUAD   -  NETTIE (1995)
 HX1242
 HX1242                         *CURRENT SURVEY CONTROL
 HX1242  ___________________________________________________________________
 HX1242* NAD 83(1986)-  38 13 51.     (N)    080 42 00.     (W)     SCALED    
 HX1242* NAVD 88     -       831.882  (meters)    2729.27   (feet)  ADJUSTED  
 HX1242  ___________________________________________________________________
 HX1242  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HX1242  DYNAMIC HT  -         831.212 (meters)    2727.07  (feet)  COMP
 HX1242  MODELED GRAV-     979,795.7   (mgal)                       NAVD 88
 HX1242
 HX1242  VERT ORDER  -  SECOND    CLASS 0
 HX1242
 HX1242.The horizontal coordinates were scaled from a topographic map and have
 HX1242.an estimated accuracy of +/- 6 seconds.
 HX1242
 HX1242.The orthometric height was determined by differential leveling
 HX1242.and adjusted by the National Geodetic Survey in June 1991..
 HX1242
 HX1242.The geoid height was determined by GEOID03.
 HX1242
 HX1242.The dynamic height is computed by dividing the NAVD 88
 HX1242.geopotential number by the normal gravity value computed on the
 HX1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1242.degrees latitude (g = 980.6199 gals.).
 HX1242
 HX1242.The modeled gravity was interpolated from observed gravity values.
 HX1242
 HX1242;                    North         East    Units  Estimated Accuracy
 HX1242;SPC WV S     -   136,650.      626,270.      MT  (+/- 180 meters Scaled)
 HX1242
 HX1242                          SUPERSEDED SURVEY CONTROL
 HX1242
 HX1242  NGVD 29 (??/??/92)  832.019  (m)         2729.72   (f) ADJ UNCH    2 0
 HX1242
 HX1242.Superseded values are not recommended for survey control.
 HX1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1242.See file dsdata.txt to determine how the superseded data were derived.
 HX1242
 HX1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC262314(NAD 83)
 HX1242_MARKER: DB = BENCH MARK DISK
 HX1242_SETTING: 66 = SET IN ROCK OUTCROP
 HX1242_SP_SET: ROCK LEDGE
 HX1242_STAMPING: C 226 1961
 HX1242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1242+STABILITY: POSITION/ELEVATION WELL
 HX1242
 HX1242  HISTORY     - Date     Condition        Report By
 HX1242  HISTORY     - 1961     MONUMENTED       CGS
 HX1242  HISTORY     - 1984     GOOD             LOCSUR
 HX1242
 HX1242                          STATION DESCRIPTION
 HX1242
 HX1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1242'1 MI NW FROM NETTIE.
 HX1242'ABOUT 1.05 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE
 HX1242'JUNCTION OF STATE HIGHWAY 20 AT NETTIE, ABOUT 0.4 MILE SOUTHEAST
 HX1242'OF THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTH TO DEEPWELL,
 HX1242'SET VERTICALLY IN THE NORTH FACE OF A ROCK LEDGE THAT IS 36 FEET
 HX1242'LONG AND 3 FEET HIGH, NEAR THE JUNCTION OF A DIRT DRIVE LEADING
 HX1242'SOUTHWEST TO THE DOWNTAIN CHAPEL AND CEMETERY, 19 FEET SOUTH
 HX1242'OF THE CENTER LINE OF THE HIGHWAY, 147 FEET WEST OF THE CENTER
 HX1242'LINE OF THE DRIVE TO CHURCH, 17 FEET WEST OF THE EAST END OF
 HX1242'THE LEDGE AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX1242
 HX1242                          STATION RECOVERY (1984)
 HX1242
 HX1242'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 HX1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1119 ***********************************************************************
 HX1119  DESIGNATION -  C 227
 HX1119  PID         -  HX1119
 HX1119  STATE/COUNTY-  WV/NICHOLAS
 HX1119  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1119
 HX1119                         *CURRENT SURVEY CONTROL
 HX1119  ___________________________________________________________________
 HX1119* NAD 83(1986)-  38 15 55.     (N)    080 37 20.     (W)     SCALED    
 HX1119* NAVD 88     -       609.542  (meters)    1999.81   (feet)  ADJUSTED  
 HX1119  ___________________________________________________________________
 HX1119  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HX1119  DYNAMIC HT  -         609.059 (meters)    1998.22  (feet)  COMP
 HX1119  MODELED GRAV-     979,818.3   (mgal)                       NAVD 88
 HX1119
 HX1119  VERT ORDER  -  SECOND    CLASS 0
 HX1119
 HX1119.The horizontal coordinates were scaled from a topographic map and have
 HX1119.an estimated accuracy of +/- 6 seconds.
 HX1119
 HX1119.The orthometric height was determined by differential leveling
 HX1119.and adjusted by the National Geodetic Survey in June 1991..
 HX1119
 HX1119.The geoid height was determined by GEOID03.
 HX1119
 HX1119.The dynamic height is computed by dividing the NAVD 88
 HX1119.geopotential number by the normal gravity value computed on the
 HX1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1119.degrees latitude (g = 980.6199 gals.).
 HX1119
 HX1119.The modeled gravity was interpolated from observed gravity values.
 HX1119
 HX1119;                    North         East    Units  Estimated Accuracy
 HX1119;SPC WV S     -   140,500.      633,060.      MT  (+/- 180 meters Scaled)
 HX1119
 HX1119                          SUPERSEDED SURVEY CONTROL
 HX1119
 HX1119  NGVD 29 (??/??/92)  609.677  (m)         2000.25   (f) ADJ UNCH    2 0
 HX1119
 HX1119.Superseded values are not recommended for survey control.
 HX1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1119.See file dsdata.txt to determine how the superseded data were derived.
 HX1119
 HX1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC330353(NAD 83)
 HX1119_MARKER: DB = BENCH MARK DISK
 HX1119_SETTING: 80 = SET IN A BOULDER
 HX1119_SP_SET: BOULDER
 HX1119_STAMPING: D 227 1961
 HX1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1119+STABILITY: SURFACE MOTION
 HX1119
 HX1119  HISTORY     - Date     Condition        Report By
 HX1119  HISTORY     - 1961     MONUMENTED       CGS
 HX1119
 HX1119                          STATION DESCRIPTION
 HX1119
 HX1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1119'1.3 MI NW FROM HOLCOMB.
 HX1119'ABOUT 1.3 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 HX1119'NORTHWEST END OF THE HIGHWAY BRIDGE OVER CHERRY RIVER AT HOLCOMB,
 HX1119'0.45 MILE NORTHWEST OF AN OVERHEAD CONVEYOR BELT OVER THE
 HX1119'HIGHWAY TO THE SEWELL COAL COMPANY, SET VERTICALLY IN THE
 HX1119'NORTHEAST FACE OF A 20-BY-4-FOOT LEDGE OF ROCK THAT IS AT THE
 HX1119'OUTSIDE OF A SLIGHT CURVE, 24 FEET SOUTHWEST OF THE CENTER LINE
 HX1119'OF THE HIGHWAY, 59 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM
 HX1119'THE SOUTHWEST BANK OF THE CHERRY RIVER, 15 FEET NORTHWEST OF THE
 HX1119'SOUTHEAST END OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE
 HX1119'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1015 ***********************************************************************
 HX1015  DESIGNATION -  C 228
 HX1015  PID         -  HX1015
 HX1015  STATE/COUNTY-  WV/WEBSTER
 HX1015  USGS QUAD   -  COWEN (1995)
 HX1015
 HX1015                         *CURRENT SURVEY CONTROL
 HX1015  ___________________________________________________________________
 HX1015* NAD 83(1986)-  38 23 53.     (N)    080 33 53.     (W)     SCALED    
 HX1015* NAVD 88     -       679.346  (meters)    2228.82   (feet)  ADJUSTED  
 HX1015  ___________________________________________________________________
 HX1015  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX1015  DYNAMIC HT  -         678.829 (meters)    2227.12  (feet)  COMP
 HX1015  MODELED GRAV-     979,844.1   (mgal)                       NAVD 88
 HX1015
 HX1015  VERT ORDER  -  SECOND    CLASS 0
 HX1015
 HX1015.The horizontal coordinates were scaled from a topographic map and have
 HX1015.an estimated accuracy of +/- 6 seconds.
 HX1015
 HX1015.The orthometric height was determined by differential leveling
 HX1015.and adjusted by the National Geodetic Survey in June 1991..
 HX1015
 HX1015.The geoid height was determined by GEOID03.
 HX1015
 HX1015.The dynamic height is computed by dividing the NAVD 88
 HX1015.geopotential number by the normal gravity value computed on the
 HX1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1015.degrees latitude (g = 980.6199 gals.).
 HX1015
 HX1015.The modeled gravity was interpolated from observed gravity values.
 HX1015
 HX1015;                    North         East    Units  Estimated Accuracy
 HX1015;SPC WV S     -   155,260.      638,020.      MT  (+/- 180 meters Scaled)
 HX1015
 HX1015                          SUPERSEDED SURVEY CONTROL
 HX1015
 HX1015  NGVD 29 (??/??/92)  679.500  (m)         2229.33   (f) ADJ UNCH    2 0
 HX1015
 HX1015.Superseded values are not recommended for survey control.
 HX1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1015.See file dsdata.txt to determine how the superseded data were derived.
 HX1015
 HX1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC380500(NAD 83)
 HX1015_MARKER: DB = BENCH MARK DISK
 HX1015_SETTING: 66 = SET IN ROCK OUTCROP
 HX1015_SP_SET: ROCK LEDGE
 HX1015_STAMPING: C 228 1961
 HX1015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1015+STABILITY: POSITION/ELEVATION WELL
 HX1015
 HX1015  HISTORY     - Date     Condition        Report By
 HX1015  HISTORY     - 1961     MONUMENTED       CGS
 HX1015
 HX1015                          STATION DESCRIPTION
 HX1015
 HX1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1015'0.8 MI SW FROM COWEN.
 HX1015'ABOUT 0.85 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1015'FROM THE STATION AT COWEN, NEAR MILEAGE POLE NO. 118+12, 110
 HX1015'YARDS NORTH OF A NARROW GRADED ROAD CROSSING, 35 YARDS WEST OF
 HX1015'THE WEST RAIL, ALONG STATE HIGHWAY 20, SET ON THE TOP OF A ROCK
 HX1015'LEDGE, AT THE BASE OF A 20 FOOT HIGH CUT, 18 FEET WEST OF THE
 HX1015'CENTER LINE OF THE HIGHWAY, 6 FEET NORTH OF THE SOUTH END OF THE
 HX1015'LEDGE AND ABOUT LEVEL WITH THE HIGHWAY AND 10 FEET ABOVE THE
 HX1015'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1298 ***********************************************************************
 HX1298  DESIGNATION -  C 229
 HX1298  PID         -  HX1298
 HX1298  STATE/COUNTY-  WV/NICHOLAS
 HX1298  USGS QUAD   -  NETTIE (1995)
 HX1298
 HX1298                         *CURRENT SURVEY CONTROL
 HX1298  ___________________________________________________________________
 HX1298* NAD 83(1986)-  38 12 09.     (N)    080 41 04.     (W)     SCALED    
 HX1298* NAVD 88     -       827.604  (meters)    2715.23   (feet)  ADJUSTED  
 HX1298  ___________________________________________________________________
 HX1298  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX1298  DYNAMIC HT  -         826.932 (meters)    2713.03  (feet)  COMP
 HX1298  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 HX1298
 HX1298  VERT ORDER  -  SECOND    CLASS 0
 HX1298
 HX1298.The horizontal coordinates were scaled from a topographic map and have
 HX1298.an estimated accuracy of +/- 6 seconds.
 HX1298
 HX1298.The orthometric height was determined by differential leveling
 HX1298.and adjusted by the National Geodetic Survey in June 1991..
 HX1298
 HX1298.The geoid height was determined by GEOID03.
 HX1298
 HX1298.The dynamic height is computed by dividing the NAVD 88
 HX1298.geopotential number by the normal gravity value computed on the
 HX1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1298.degrees latitude (g = 980.6199 gals.).
 HX1298
 HX1298.The modeled gravity was interpolated from observed gravity values.
 HX1298
 HX1298;                    North         East    Units  Estimated Accuracy
 HX1298;SPC WV S     -   133,510.      627,640.      MT  (+/- 180 meters Scaled)
 HX1298
 HX1298                          SUPERSEDED SURVEY CONTROL
 HX1298
 HX1298  NGVD 29 (??/??/92)  827.739  (m)         2715.67   (f) ADJ UNCH    2 0
 HX1298
 HX1298.Superseded values are not recommended for survey control.
 HX1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1298.See file dsdata.txt to determine how the superseded data were derived.
 HX1298
 HX1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC276283(NAD 83)
 HX1298_MARKER: DB = BENCH MARK DISK
 HX1298_SETTING: 66 = SET IN ROCK OUTCROP
 HX1298_SP_SET: ROCK CUT
 HX1298_STAMPING: C 229 1961
 HX1298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1298+STABILITY: POSITION/ELEVATION WELL
 HX1298
 HX1298  HISTORY     - Date     Condition        Report By
 HX1298  HISTORY     - 1961     MONUMENTED       CGS
 HX1298
 HX1298                          STATION DESCRIPTION
 HX1298
 HX1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1298'1.9 MI S FROM NETTIE.
 HX1298'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 20 FROM ITS JUNCTION
 HX1298'WITH STATE HIGHWAY 39 AT NETTIE, 0.8 MILE NORTH OF THE JUNCTION
 HX1298'OF COUNTY ROAD NO. 18, 0.4 MILE NORTH OF THE ENTRANCE DRIVE
 HX1298'TO A CEMETERY ON THE WEST SIDE OF THE HIGHWAY, 50 YARDS SOUTH
 HX1298'AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF A 1 STORY HOUSE
 HX1298'WITH ASBESTOS SIDING, ON THE NORTHEAST SLOPE OF A SHORT HILL,
 HX1298'SET ON THE TOP OF A ROCK THAT IS 10 FEET LONG AND 2 FEET HIGH AND
 HX1298'IS PART OF A 10 FOOT HIGH CUT, 17 FEET SOUTHEAST OF THE CENTER
 HX1298'LINE OF THE HIGHWAY AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1048 ***********************************************************************
 GX1048  DESIGNATION -  C 230
 GX1048  PID         -  GX1048
 GX1048  STATE/COUNTY-  WV/GREENBRIER
 GX1048  USGS QUAD   -  ASBURY (1979)
 GX1048
 GX1048                         *CURRENT SURVEY CONTROL
 GX1048  ___________________________________________________________________
 GX1048* NAD 83(1986)-  37 51 43.     (N)    080 35 36.     (W)     SCALED    
 GX1048* NAVD 88     -       535.625  (meters)    1757.30   (feet)  ADJUSTED  
 GX1048  ___________________________________________________________________
 GX1048  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX1048  DYNAMIC HT  -         535.176 (meters)    1755.82  (feet)  COMP
 GX1048  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 GX1048
 GX1048  VERT ORDER  -  SECOND    CLASS 0
 GX1048
 GX1048.The horizontal coordinates were scaled from a topographic map and have
 GX1048.an estimated accuracy of +/- 6 seconds.
 GX1048
 GX1048.The orthometric height was determined by differential leveling
 GX1048.and adjusted by the National Geodetic Survey in June 1991..
 GX1048
 GX1048.The geoid height was determined by GEOID03.
 GX1048
 GX1048.The dynamic height is computed by dividing the NAVD 88
 GX1048.geopotential number by the normal gravity value computed on the
 GX1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1048.degrees latitude (g = 980.6199 gals.).
 GX1048
 GX1048.The modeled gravity was interpolated from observed gravity values.
 GX1048
 GX1048;                    North         East    Units  Estimated Accuracy
 GX1048;SPC WV S     -    95,740.      635,780.      MT  (+/- 180 meters Scaled)
 GX1048
 GX1048                          SUPERSEDED SURVEY CONTROL
 GX1048
 GX1048  NGVD 29 (??/??/92)  535.769  (m)         1757.77   (f) ADJ UNCH    2 0
 GX1048
 GX1048.Superseded values are not recommended for survey control.
 GX1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1048.See file dsdata.txt to determine how the superseded data were derived.
 GX1048
 GX1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB357905(NAD 83)
 GX1048_MARKER: DB = BENCH MARK DISK
 GX1048_SETTING: 66 = SET IN ROCK OUTCROP
 GX1048_SP_SET: ROCK
 GX1048_STAMPING: C 230 1961
 GX1048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1048+STABILITY: POSITION/ELEVATION WELL
 GX1048
 GX1048  HISTORY     - Date     Condition        Report By
 GX1048  HISTORY     - 1961     MONUMENTED       CGS
 GX1048
 GX1048                          STATION DESCRIPTION
 GX1048
 GX1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1048'4 MI SE FROM CLINTONVILLE.
 GX1048'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE METHODIST
 GX1048'CHURCH AT CLINTONVILLE, THENCE 2.45 MILES SOUTH ALONG A GRADED
 GX1048'ROAD, 0.55 MILE NORTH OF THE JUNCTION OF A DRIVE LEADING WEST
 GX1048'TO A FARM HOUSE AND TWO LARGE BARNS, 0.4 MILE SOUTH OF THE SOUTH
 GX1048'ONE OF TWO 15-FOOT WOODEN BRIDGES OVER A SMALL STREAM, 27 YARDS
 GX1048'NORTH OF A 2 FOOT WOODEN CULVERT AT A RAVINE, SET ON THE TOP OF
 GX1048'A ROCK THAT IS 4 FEET WIDE AND 2 FEET HIGH AND GOES BACK
 GX1048'INTO A HILLSIDE, 10 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GX1048'1 FOOT EAST OF THE WEST CORNER OF THE ROCK AND 3 FEET ABOVE
 GX1048'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0144 ***********************************************************************
 GX0144  DESIGNATION -  C 231
 GX0144  PID         -  GX0144
 GX0144  STATE/COUNTY-  WV/GREENBRIER
 GX0144  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0144
 GX0144                         *CURRENT SURVEY CONTROL
 GX0144  ___________________________________________________________________
 GX0144* NAD 83(1986)-  37 53 25.     (N)    080 26 26.     (W)     SCALED    
 GX0144* NAVD 88     -       652.208  (meters)    2139.79   (feet)  ADJUSTED  
 GX0144  ___________________________________________________________________
 GX0144  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX0144  DYNAMIC HT  -         651.666 (meters)    2138.01  (feet)  COMP
 GX0144  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 GX0144
 GX0144  VERT ORDER  -  SECOND    CLASS 0
 GX0144
 GX0144.The horizontal coordinates were scaled from a topographic map and have
 GX0144.an estimated accuracy of +/- 6 seconds.
 GX0144
 GX0144.The orthometric height was determined by differential leveling
 GX0144.and adjusted by the National Geodetic Survey in June 1991..
 GX0144
 GX0144.The geoid height was determined by GEOID03.
 GX0144
 GX0144.The dynamic height is computed by dividing the NAVD 88
 GX0144.geopotential number by the normal gravity value computed on the
 GX0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0144.degrees latitude (g = 980.6199 gals.).
 GX0144
 GX0144.The modeled gravity was interpolated from observed gravity values.
 GX0144
 GX0144;                    North         East    Units  Estimated Accuracy
 GX0144;SPC WV S     -    98,960.      649,210.      MT  (+/- 180 meters Scaled)
 GX0144
 GX0144                          SUPERSEDED SURVEY CONTROL
 GX0144
 GX0144  NGVD 29 (??/??/92)  652.359  (m)         2140.28   (f) ADJ UNCH    2 0
 GX0144
 GX0144.Superseded values are not recommended for survey control.
 GX0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0144.See file dsdata.txt to determine how the superseded data were derived.
 GX0144
 GX0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB491937(NAD 83)
 GX0144_MARKER: DB = BENCH MARK DISK
 GX0144_SETTING: 66 = SET IN ROCK OUTCROP
 GX0144_SP_SET: ROCK
 GX0144_STAMPING: C 231 1961
 GX0144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0144+STABILITY: POSITION/ELEVATION WELL
 GX0144
 GX0144  HISTORY     - Date     Condition        Report By
 GX0144  HISTORY     - 1961     MONUMENTED       CGS
 GX0144  HISTORY     - 1983     GOOD             NGS
 GX0144
 GX0144                          STATION DESCRIPTION
 GX0144
 GX0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0144'4.2 MI S FROM UNUS.
 GX0144'ABOUT 4.15 MILES SOUTH ALONG COUNTY ROAD NO. 19 FROM A T ROAD
 GX0144'JUNCTION AT UNUS, 0.25 MILE SOUTH OF THE JUNCTION OF A BLACK TOP
 GX0144'ROAD LEADING EAST TO U.S. HIGHWAY 219, 0.2 MILE NORTH OF THE
 GX0144'JUNCTION OF A SIDE ROAD LEADING SOUTH, SET VERTICALLY IN THE
 GX0144'WEST FACE OF A ROCK THAT IS ABOUT 30 FEET LONG-4 FEET HIGH AND
 GX0144'GOES BACK INTO A 30 FOOT HIGH HILL, 15 FEET EAST OF THE CENTER
 GX0144'LINE OF THE ROAD, 14 FEET SOUTH OF THE NORTH END OF THE ROCK AND
 GX0144'2 FEET ABOVE THE LEVEL OF THE ROAD.
 GX0144
 GX0144                          STATION RECOVERY (1983)
 GX0144
 GX0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0150 ***********************************************************************
 GX0150  DESIGNATION -  C 232
 GX0150  PID         -  GX0150
 GX0150  STATE/COUNTY-  WV/GREENBRIER
 GX0150  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0150
 GX0150                         *CURRENT SURVEY CONTROL
 GX0150  ___________________________________________________________________
 GX0150* NAD 83(1986)-  37 57 02.     (N)    080 26 56.     (W)     SCALED    
 GX0150* NAVD 88     -       731.701  (meters)    2400.59   (feet)  ADJUSTED  
 GX0150  ___________________________________________________________________
 GX0150  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX0150  DYNAMIC HT  -         731.102 (meters)    2398.62  (feet)  COMP
 GX0150  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 GX0150
 GX0150  VERT ORDER  -  SECOND    CLASS 0
 GX0150
 GX0150.The horizontal coordinates were scaled from a topographic map and have
 GX0150.an estimated accuracy of +/- 6 seconds.
 GX0150
 GX0150.The orthometric height was determined by differential leveling
 GX0150.and adjusted by the National Geodetic Survey in June 1991..
 GX0150
 GX0150.The geoid height was determined by GEOID03.
 GX0150
 GX0150.The dynamic height is computed by dividing the NAVD 88
 GX0150.geopotential number by the normal gravity value computed on the
 GX0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0150.degrees latitude (g = 980.6199 gals.).
 GX0150
 GX0150.The modeled gravity was interpolated from observed gravity values.
 GX0150
 GX0150;                    North         East    Units  Estimated Accuracy
 GX0150;SPC WV S     -   105,640.      648,430.      MT  (+/- 180 meters Scaled)
 GX0150
 GX0150                          SUPERSEDED SURVEY CONTROL
 GX0150
 GX0150  NGVD 29 (??/??/92)  731.861  (m)         2401.11   (f) ADJ UNCH    2 0
 GX0150
 GX0150.Superseded values are not recommended for survey control.
 GX0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0150.See file dsdata.txt to determine how the superseded data were derived.
 GX0150
 GX0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC484004(NAD 83)
 GX0150_MARKER: DB = BENCH MARK DISK
 GX0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0150_STAMPING: C 232 1961
 GX0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0150+STABILITY: SURFACE MOTION
 GX0150
 GX0150  HISTORY     - Date     Condition        Report By
 GX0150  HISTORY     - 1961     MONUMENTED       CGS
 GX0150  HISTORY     - 1983     GOOD             NGS
 GX0150
 GX0150                          STATION DESCRIPTION
 GX0150
 GX0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0150'3.8 MI SE FROM WILLIAMSBURG.
 GX0150'ABOUT 3.8 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM A T ROAD
 GX0150'JUNCTION AT WILLIAMSBURG, 0.5 MILE SOUTHEAST OF THE JUNCTION OF A
 GX0150'SIDE ROAD LEADING NORTHEAST, 0.15 MILE NORTHWEST OF A Y JUNCTION,
 GX0150'AT THE OUTSIDE OF A CURVE, NEAR THE JUNCTION OF A DRIVE EAST
 GX0150'THROUGH A METAL GATE TO AN OPEN PASTURE, 35 FEET SOUTHEAST OF
 GX0150'THE CENTER OF THE JUNCTION, 16 1/2 FEET SOUTH OF THE CENTER OF
 GX0150'THE DRIVE, 2 FEET NORTHWEST OF A FENCE LINE, 1.6 FEET SOUTHWEST
 GX0150'OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE ROAD AND
 GX0150'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 GX0150'LEVEL OF THE GROUND.
 GX0150
 GX0150                          STATION RECOVERY (1983)
 GX0150
 GX0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0959 ***********************************************************************
 GX0959  DESIGNATION -  C 233
 GX0959  PID         -  GX0959
 GX0959  STATE/COUNTY-  WV/GREENBRIER
 GX0959  USGS QUAD   -  CORNSTALK (1981)
 GX0959
 GX0959                         *CURRENT SURVEY CONTROL
 GX0959  ___________________________________________________________________
 GX0959* NAD 83(1986)-  37 55 51.     (N)    080 35 27.     (W)     SCALED    
 GX0959* NAVD 88     -       918.546  (meters)    3013.60   (feet)  ADJUSTED  
 GX0959  ___________________________________________________________________
 GX0959  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX0959  DYNAMIC HT  -         917.754 (meters)    3011.00  (feet)  COMP
 GX0959  MODELED GRAV-     979,734.7   (mgal)                       NAVD 88
 GX0959
 GX0959  VERT ORDER  -  SECOND    CLASS 0
 GX0959
 GX0959.The horizontal coordinates were scaled from a topographic map and have
 GX0959.an estimated accuracy of +/- 6 seconds.
 GX0959
 GX0959.The orthometric height was determined by differential leveling
 GX0959.and adjusted by the National Geodetic Survey in June 1991..
 GX0959
 GX0959.The geoid height was determined by GEOID03.
 GX0959
 GX0959.The dynamic height is computed by dividing the NAVD 88
 GX0959.geopotential number by the normal gravity value computed on the
 GX0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0959.degrees latitude (g = 980.6199 gals.).
 GX0959
 GX0959.The modeled gravity was interpolated from observed gravity values.
 GX0959
 GX0959;                    North         East    Units  Estimated Accuracy
 GX0959;SPC WV S     -   103,390.      635,970.      MT  (+/- 180 meters Scaled)
 GX0959
 GX0959                          SUPERSEDED SURVEY CONTROL
 GX0959
 GX0959  NGVD 29 (??/??/92)  918.675  (m)         3014.02   (f) ADJ UNCH    2 0
 GX0959
 GX0959.Superseded values are not recommended for survey control.
 GX0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0959.See file dsdata.txt to determine how the superseded data were derived.
 GX0959
 GX0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB359982(NAD 83)
 GX0959_MARKER: DB = BENCH MARK DISK
 GX0959_SETTING: 66 = SET IN ROCK OUTCROP
 GX0959_SP_SET: ROCK
 GX0959_STAMPING: C 233 1961
 GX0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0959+STABILITY: POSITION/ELEVATION WELL
 GX0959
 GX0959  HISTORY     - Date     Condition        Report By
 GX0959  HISTORY     - 1961     MONUMENTED       CGS
 GX0959  HISTORY     - 1965     GOOD             LOCENG
 GX0959
 GX0959                          STATION DESCRIPTION
 GX0959
 GX0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0959'2 MI NE FROM KIEFFER.
 GX0959'ABOUT 2.05 MILES NORTHEAST ALONG A GRADED ROAD FROM THE BEAVER
 GX0959'CREEK BAPTIST CHURCH AT KIEFFER, 5.65 MILES SOUTHWEST ALONG A
 GX0959'GRADED ROAD FROM THE POST OFFICE AT CORNSTALK, 40 YARDS NORTHWEST
 GX0959'OF THE CENTER OF A T ROAD JUNCTION, SET ON TOP OF THE EAST CORNER
 GX0959'OF A ROCK THAT IS 10 FEET LONG AND 1 1/2 FEET HIGH AT THE EAST
 GX0959'CORNER, 16 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2
 GX0959'FEET NORTHWEST OF THE EAST CORNER OF THE ROCK AND 4 FEET ABOVE
 GX0959'THE LEVEL OF THE ROAD.
 GX0959
 GX0959                          STATION RECOVERY (1965)
 GX0959
 GX0959'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 GX0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1285 ***********************************************************************
 HX1285  DESIGNATION -  C 234
 HX1285  PID         -  HX1285
 HX1285  STATE/COUNTY-  WV/NICHOLAS
 HX1285  USGS QUAD   -  QUINWOOD (1995)
 HX1285
 HX1285                         *CURRENT SURVEY CONTROL
 HX1285  ___________________________________________________________________
 HX1285* NAD 83(1986)-  38 05 44.     (N)    080 41 59.     (W)     SCALED    
 HX1285* NAVD 88     -       761.728  (meters)    2499.10   (feet)  ADJUSTED  
 HX1285  ___________________________________________________________________
 HX1285  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX1285  DYNAMIC HT  -         761.088 (meters)    2497.00  (feet)  COMP
 HX1285  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 HX1285
 HX1285  VERT ORDER  -  SECOND    CLASS 0
 HX1285
 HX1285.The horizontal coordinates were scaled from a topographic map and have
 HX1285.an estimated accuracy of +/- 6 seconds.
 HX1285
 HX1285.The orthometric height was determined by differential leveling
 HX1285.and adjusted by the National Geodetic Survey in June 1991..
 HX1285
 HX1285.The geoid height was determined by GEOID03.
 HX1285
 HX1285.The dynamic height is computed by dividing the NAVD 88
 HX1285.geopotential number by the normal gravity value computed on the
 HX1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1285.degrees latitude (g = 980.6199 gals.).
 HX1285
 HX1285.The modeled gravity was interpolated from observed gravity values.
 HX1285
 HX1285;                    North         East    Units  Estimated Accuracy
 HX1285;SPC WV S     -   121,640.      626,340.      MT  (+/- 180 meters Scaled)
 HX1285
 HX1285                          SUPERSEDED SURVEY CONTROL
 HX1285
 HX1285  NGVD 29 (??/??/92)  761.848  (m)         2499.50   (f) ADJ UNCH    2 0
 HX1285
 HX1285.Superseded values are not recommended for survey control.
 HX1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1285.See file dsdata.txt to determine how the superseded data were derived.
 HX1285
 HX1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC263164(NAD 83)
 HX1285_MARKER: DB = BENCH MARK DISK
 HX1285_SETTING: 66 = SET IN ROCK OUTCROP
 HX1285_SP_SET: ROCK CUT
 HX1285_STAMPING: C 234 1961
 HX1285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1285+STABILITY: POSITION/ELEVATION WELL
 HX1285
 HX1285  HISTORY     - Date     Condition        Report By
 HX1285  HISTORY     - 1961     MONUMENTED       CGS
 HX1285
 HX1285                          STATION DESCRIPTION
 HX1285
 HX1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1285'3 MI N FROM QUINWOOD.
 HX1285'ABOUT 2.95 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 HX1285'OF MAIN STREET AT QUINWOOD, 0.1 MILE SOUTH OF THE JUNCTION OF
 HX1285'SNOW HILL ROAD, ABOUT 65 FEET NORTHWEST AND ACROSS THE HIGHWAY
 HX1285'FROM THE WEST CORNER OF THE GREEN VALLEY BAPTIST CHURCH, SET
 HX1285'VERTICALLY IN THE EAST FACE OF A ROCK THAT IS 40 FEET LONG AND
 HX1285'4 FEET HIGH AND IS PART OF A 7 FOOT HIGH CUT BANK, 16 FEET
 HX1285'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET SOUTH OF
 HX1285'THE NORTH END OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE
 HX1285'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1830 ***********************************************************************
 HX1830  DESIGNATION -  C 235
 HX1830  PID         -  HX1830
 HX1830  STATE/COUNTY-  WV/NICHOLAS
 HX1830  USGS QUAD   -  ANSTED (1976)
 HX1830
 HX1830                         *CURRENT SURVEY CONTROL
 HX1830  ___________________________________________________________________
 HX1830* NAD 83(1986)-  38 14 51.     (N)    081 06 49.     (W)     SCALED    
 HX1830* NAVD 88     -       262.297  (meters)     860.55   (feet)  ADJUSTED  
 HX1830  ___________________________________________________________________
 HX1830  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HX1830  DYNAMIC HT  -         262.110 (meters)     859.94  (feet)  COMP
 HX1830  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 HX1830
 HX1830  VERT ORDER  -  SECOND    CLASS 0
 HX1830
 HX1830.The horizontal coordinates were scaled from a topographic map and have
 HX1830.an estimated accuracy of +/- 6 seconds.
 HX1830
 HX1830.The orthometric height was determined by differential leveling
 HX1830.and adjusted by the National Geodetic Survey in June 1991..
 HX1830
 HX1830.The geoid height was determined by GEOID03.
 HX1830
 HX1830.The dynamic height is computed by dividing the NAVD 88
 HX1830.geopotential number by the normal gravity value computed on the
 HX1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1830.degrees latitude (g = 980.6199 gals.).
 HX1830
 HX1830.The modeled gravity was interpolated from observed gravity values.
 HX1830
 HX1830;                    North         East    Units  Estimated Accuracy
 HX1830;SPC WV S     -   138,460.      590,060.      MT  (+/- 180 meters Scaled)
 HX1830
 HX1830                          SUPERSEDED SURVEY CONTROL
 HX1830
 HX1830  NGVD 29 (??/??/92)  262.480  (m)          861.15   (f) ADJ UNCH    2 0
 HX1830
 HX1830.Superseded values are not recommended for survey control.
 HX1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1830.See file dsdata.txt to determine how the superseded data were derived.
 HX1830
 HX1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC900332(NAD 83)
 HX1830_MARKER: DB = BENCH MARK DISK
 HX1830_SETTING: 80 = SET IN A BOULDER
 HX1830_SP_SET: BOULDER
 HX1830_STAMPING: C 235 1961
 HX1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1830+STABILITY: SURFACE MOTION
 HX1830
 HX1830  HISTORY     - Date     Condition        Report By
 HX1830  HISTORY     - 1961     MONUMENTED       CGS
 HX1830
 HX1830                          STATION DESCRIPTION
 HX1830
 HX1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1830'0.9 MI NE FROM SWISS.
 HX1830'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 39 FROM THE
 HX1830'MISSIONARY BAPTIST CHURCH AT SWISS, ABOUT 100 YARDS WEST OF
 HX1830'THE CENTER OF A CURVE, NEAR THE WEST END OF A LARGE ROCK CLIFF,
 HX1830'SET ON TOP OF A LARGE ROCK THAT IS 12 FEET LONG-2 1/2 FEET HIGH
 HX1830'AND COMES UP TO A SHARP POINT AT THE WEST END OF THE ROCK,
 HX1830'28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET WEST
 HX1830'OF THE WEST EDGE OF A 10-FOOT OVERHANG ON THE SOUTH FACE OF THE
 HX1830'CLIFF, 6 FEET EAST OF THE WEST EDGE OF THE ROCK AND 3 FEET ABOVE
 HX1830'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1360 ***********************************************************************
 HX1360  DESIGNATION -  C 236
 HX1360  PID         -  HX1360
 HX1360  STATE/COUNTY-  WV/NICHOLAS
 HX1360  USGS QUAD   -  MOUNT NEBO (1976)
 HX1360
 HX1360                         *CURRENT SURVEY CONTROL
 HX1360  ___________________________________________________________________
 HX1360* NAD 83(1986)-  38 09 16.     (N)    080 47 05.     (W)     SCALED    
 HX1360* NAVD 88     -       745.051  (meters)    2444.39   (feet)  ADJUSTED  
 HX1360  ___________________________________________________________________
 HX1360  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX1360  DYNAMIC HT  -         744.460 (meters)    2442.45  (feet)  COMP
 HX1360  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 HX1360
 HX1360  VERT ORDER  -  SECOND    CLASS 0
 HX1360
 HX1360.The horizontal coordinates were scaled from a topographic map and have
 HX1360.an estimated accuracy of +/- 6 seconds.
 HX1360
 HX1360.The orthometric height was determined by differential leveling
 HX1360.and adjusted by the National Geodetic Survey in June 1991..
 HX1360
 HX1360.The geoid height was determined by GEOID03.
 HX1360
 HX1360.The dynamic height is computed by dividing the NAVD 88
 HX1360.geopotential number by the normal gravity value computed on the
 HX1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1360.degrees latitude (g = 980.6199 gals.).
 HX1360
 HX1360.The modeled gravity was interpolated from observed gravity values.
 HX1360
 HX1360;                    North         East    Units  Estimated Accuracy
 HX1360;SPC WV S     -   128,150.      618,870.      MT  (+/- 180 meters Scaled)
 HX1360
 HX1360                          SUPERSEDED SURVEY CONTROL
 HX1360
 HX1360  NGVD 29 (??/??/92)  745.205  (m)         2444.89   (f) ADJ UNCH    2 0
 HX1360
 HX1360.Superseded values are not recommended for survey control.
 HX1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1360.See file dsdata.txt to determine how the superseded data were derived.
 HX1360
 HX1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC188229(NAD 83)
 HX1360_MARKER: DB = BENCH MARK DISK
 HX1360_SETTING: 80 = SET IN A BOULDER
 HX1360_SP_SET: BOULDER
 HX1360_STAMPING: C 236 1962
 HX1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1360+STABILITY: SURFACE MOTION
 HX1360
 HX1360  HISTORY     - Date     Condition        Report By
 HX1360  HISTORY     - 1962     MONUMENTED       CGS
 HX1360
 HX1360                          STATION DESCRIPTION
 HX1360
 HX1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1360'7.2 MI W FROM LEIVASY.
 HX1360'ABOUT 0.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX1360'OFFICE AT LEIVASY, THENCE ABOUT 6.9 MILES WEST ALONG A BLACK TOP
 HX1360'ROAD, ABOUT 0.15 MILES NORTHEAST OF A SMALL WHITE CHURCH AND
 HX1360'CEMETERY, ABOUT 120 YARDS NORTH OF THE JUNCTION OF A GRADED
 HX1360'ROAD LEADING EAST, SET ON TOP OF A LEDGE ABOUT 1 FOOT WIDE
 HX1360'BY 2 1/2 FEET LONG ON THE WEST FACE OF A BOULDER ABOUT 16 FEET
 HX1360'LONG PROJECTING 4 1/2 FEET WHICH IS PART OF A 15 FOOT HIGH CUT,
 HX1360'20 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF
 HX1360'THE NORTH END OF THE LEDGE, AND ABOUT 8 FEET ABOVE THE LEVEL OF
 HX1360'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1398 ***********************************************************************
 HX1398  DESIGNATION -  C 237
 HX1398  PID         -  HX1398
 HX1398  STATE/COUNTY-  WV/GREENBRIER
 HX1398  USGS QUAD   -  CORLISS (1976)
 HX1398
 HX1398                         *CURRENT SURVEY CONTROL
 HX1398  ___________________________________________________________________
 HX1398* NAD 83(1986)-  38 03 47.     (N)    080 50 36.     (W)     SCALED    
 HX1398* NAVD 88     -       868.547  (meters)    2849.56   (feet)  ADJUSTED  
 HX1398  ___________________________________________________________________
 HX1398  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX1398  DYNAMIC HT  -         867.855 (meters)    2847.29  (feet)  COMP
 HX1398  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 HX1398
 HX1398  VERT ORDER  -  SECOND    CLASS 0
 HX1398
 HX1398.The horizontal coordinates were scaled from a topographic map and have
 HX1398.an estimated accuracy of +/- 6 seconds.
 HX1398
 HX1398.The orthometric height was determined by differential leveling
 HX1398.and adjusted by the National Geodetic Survey in June 1991..
 HX1398
 HX1398.The geoid height was determined by GEOID03.
 HX1398
 HX1398.The dynamic height is computed by dividing the NAVD 88
 HX1398.geopotential number by the normal gravity value computed on the
 HX1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1398.degrees latitude (g = 980.6199 gals.).
 HX1398
 HX1398.The modeled gravity was interpolated from observed gravity values.
 HX1398
 HX1398;                    North         East    Units  Estimated Accuracy
 HX1398;SPC WV S     -   118,000.      613,750.      MT  (+/- 180 meters Scaled)
 HX1398
 HX1398                          SUPERSEDED SURVEY CONTROL
 HX1398
 HX1398  NGVD 29 (??/??/92)  868.712  (m)         2850.10   (f) ADJ UNCH    2 0
 HX1398
 HX1398.Superseded values are not recommended for survey control.
 HX1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1398.See file dsdata.txt to determine how the superseded data were derived.
 HX1398
 HX1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC137128(NAD 83)
 HX1398_MARKER: DB = BENCH MARK DISK
 HX1398_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1398_SP_SET: UNSPECIFIED ROCK
 HX1398_STAMPING: C 237 1962
 HX1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1398
 HX1398  HISTORY     - Date     Condition        Report By
 HX1398  HISTORY     - 1962     MONUMENTED       CGS
 HX1398
 HX1398                          STATION DESCRIPTION
 HX1398
 HX1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1398'3.8 MI NE FROM RUSSELLVILLE.
 HX1398'ABOUT 3.8 MILES NORTHEAST ALONG A BLACK TOP AND GRADED ROAD FROM
 HX1398'THE POST OFFICE AT RUSSELLVILLE, ON OUTSIDE AT THE NORTH END
 HX1398'OF A CURVE WITH TANGENTS EXTENDING WEST AND NORTHEAST, IN THE
 HX1398'NORTHWEST EDGE OF A OPEN PASTURE, SET ON TOP OF THE NORTHEAST
 HX1398'EDGE OF A ROCK ABOUT 16 FEET SQUARE PROJECTING 4 FEET, 25 FEET
 HX1398'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTHWEST OF THE
 HX1398'NORTHEAST EDGE OF THE ROCK, AND ABOUT 4 FEET ABOVE THE LEVEL
 HX1398'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1198 ***********************************************************************
 HX1198  DESIGNATION -  C 238
 HX1198  PID         -  HX1198
 HX1198  STATE/COUNTY-  WV/NICHOLAS
 HX1198  USGS QUAD   -  RICHWOOD (1995)
 HX1198
 HX1198                         *CURRENT SURVEY CONTROL
 HX1198  ___________________________________________________________________
 HX1198* NAD 83(1986)-  38 14 59.     (N)    080 31 40.     (W)     SCALED    
 HX1198* NAVD 88     -       820.404  (meters)    2691.61   (feet)  ADJUSTED  
 HX1198  ___________________________________________________________________
 HX1198  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX1198  DYNAMIC HT  -         819.758 (meters)    2689.49  (feet)  COMP
 HX1198  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 HX1198
 HX1198  VERT ORDER  -  SECOND    CLASS 0
 HX1198
 HX1198.The horizontal coordinates were scaled from a topographic map and have
 HX1198.an estimated accuracy of +/- 6 seconds.
 HX1198
 HX1198.The orthometric height was determined by differential leveling
 HX1198.and adjusted by the National Geodetic Survey in June 1991..
 HX1198
 HX1198.The geoid height was determined by GEOID03.
 HX1198
 HX1198.The dynamic height is computed by dividing the NAVD 88
 HX1198.geopotential number by the normal gravity value computed on the
 HX1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1198.degrees latitude (g = 980.6199 gals.).
 HX1198
 HX1198.The modeled gravity was interpolated from observed gravity values.
 HX1198
 HX1198;                    North         East    Units  Estimated Accuracy
 HX1198;SPC WV S     -   138,810.      641,330.      MT  (+/- 180 meters Scaled)
 HX1198
 HX1198                          SUPERSEDED SURVEY CONTROL
 HX1198
 HX1198  NGVD 29 (??/??/92)  820.551  (m)         2692.09   (f) ADJ UNCH    2 0
 HX1198
 HX1198.Superseded values are not recommended for survey control.
 HX1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1198.See file dsdata.txt to determine how the superseded data were derived.
 HX1198
 HX1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC413336(NAD 83)
 HX1198_MARKER: DB = BENCH MARK DISK
 HX1198_SETTING: 80 = SET IN A BOULDER
 HX1198_SP_SET: BOULDER
 HX1198_STAMPING: C 238 1962
 HX1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1198+STABILITY: SURFACE MOTION
 HX1198
 HX1198  HISTORY     - Date     Condition        Report By
 HX1198  HISTORY     - 1962     MONUMENTED       CGS
 HX1198
 HX1198                          STATION DESCRIPTION
 HX1198
 HX1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1198'2.2 MI N FROM RICHWOOD.
 HX1198'ABOUT 0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1198'OFFICE AT RICHWOOD, THENCE ABOUT 1.3 MILES NORTH ALONG COUNTY
 HX1198'ROAD 76 (A BLACK TOP ROAD), ON THE INSIDE AT THE SOUTHWEST END
 HX1198'OF CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, SET
 HX1198'VERTICALLY IN THE SOUTHEAST FACE OF A BOULDER ABOUT 90 FEET
 HX1198'LONG-BY-2 1/2 FEET HIGH AND PART OF A 20 FOOT HIGH CUT, 20 FEET
 HX1198'NORTHWEST OF CENTER LINE OF THE ROAD, 13 FEET SOUTHWEST OF THE
 HX1198'NORTHEAST END OF THE ROCK, AND ABOUT 5 FEET ABOVE THE LEVEL OF
 HX1198'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1310 ***********************************************************************
 HX1310  DESIGNATION -  C 239
 HX1310  PID         -  HX1310
 HX1310  STATE/COUNTY-  WV/NICHOLAS
 HX1310  USGS QUAD   -  RICHWOOD (1995)
 HX1310
 HX1310                         *CURRENT SURVEY CONTROL
 HX1310  ___________________________________________________________________
 HX1310* NAD 83(1986)-  38 12 18.     (N)    080 31 35.     (W)     SCALED    
 HX1310* NAVD 88     -       861.941  (meters)    2827.88   (feet)  ADJUSTED  
 HX1310  ___________________________________________________________________
 HX1310  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HX1310  DYNAMIC HT  -         861.250 (meters)    2825.62  (feet)  COMP
 HX1310  MODELED GRAV-     979,797.9   (mgal)                       NAVD 88
 HX1310
 HX1310  VERT ORDER  -  SECOND    CLASS 0
 HX1310
 HX1310.The horizontal coordinates were scaled from a topographic map and have
 HX1310.an estimated accuracy of +/- 6 seconds.
 HX1310
 HX1310.The orthometric height was determined by differential leveling
 HX1310.and adjusted by the National Geodetic Survey in June 1991..
 HX1310
 HX1310.The geoid height was determined by GEOID03.
 HX1310
 HX1310.The dynamic height is computed by dividing the NAVD 88
 HX1310.geopotential number by the normal gravity value computed on the
 HX1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1310.degrees latitude (g = 980.6199 gals.).
 HX1310
 HX1310.The modeled gravity was interpolated from observed gravity values.
 HX1310
 HX1310;                    North         East    Units  Estimated Accuracy
 HX1310;SPC WV S     -   133,850.      641,480.      MT  (+/- 180 meters Scaled)
 HX1310
 HX1310                          SUPERSEDED SURVEY CONTROL
 HX1310
 HX1310  NGVD 29 (??/??/92)  862.085  (m)         2828.36   (f) ADJ UNCH    2 0
 HX1310
 HX1310.Superseded values are not recommended for survey control.
 HX1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1310.See file dsdata.txt to determine how the superseded data were derived.
 HX1310
 HX1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC414286(NAD 83)
 HX1310_MARKER: DB = BENCH MARK DISK
 HX1310_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1310_SP_SET: UNSPECIFIED ROCK
 HX1310_STAMPING: C 239 1962
 HX1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1310
 HX1310  HISTORY     - Date     Condition        Report By
 HX1310  HISTORY     - 1962     MONUMENTED       CGS
 HX1310
 HX1310                          STATION DESCRIPTION
 HX1310
 HX1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1310'1.6 MI S FROM RICHWOOD.
 HX1310'ABOUT 1.6 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION
 HX1310'OF RIVERSIDE DRIVE AT RICHWOOD, ABOUT 0.75 MILES NORTH OF A 20
 HX1310'FOOT CONCRETE BRIDGE OVER LITTLE LAUREL CREEK, ABOUT 0.1 MILE
 HX1310'NORTHWEST OF THE NICHOLAS-GREENBRIER COUNTY LINE, ON THE OUTSIDE
 HX1310'OF A LONG CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, AT
 HX1310'THE JUNCTION OF A DRIVE LEADING NORTHEAST TO TWO SMALL HOUSES,
 HX1310'SET IN TOP OF A FLAT ROCK ABOUT 12-FEET LONG BY 8-FEET WIDE,
 HX1310'42 FEET NORTHEAST OF CENTER LINE OF THE ROAD, 57 FEET NORTHWEST
 HX1310'OF THE CENTER LINE OF THE DRIVE, 2 FEET SOUTH OF THE NORTH EDGE
 HX1310'OF THE ROCK, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0460 ***********************************************************************
 JX0460  DESIGNATION -  C 24
 JX0460  PID         -  JX0460
 JX0460  STATE/COUNTY-  WV/WETZEL
 JX0460  USGS QUAD   -  PORTERS FALLS (1976)
 JX0460
 JX0460                         *CURRENT SURVEY CONTROL
 JX0460  ___________________________________________________________________
 JX0460* NAD 83(1986)-  39 37 03.     (N)    080 50 50.     (W)     SCALED    
 JX0460* NAVD 88     -       192.242  (meters)     630.71   (feet)  ADJUSTED  
 JX0460  ___________________________________________________________________
 JX0460  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JX0460  DYNAMIC HT  -         192.132 (meters)     630.35  (feet)  COMP
 JX0460  MODELED GRAV-     980,049.9   (mgal)                       NAVD 88
 JX0460
 JX0460  VERT ORDER  -  SECOND    CLASS 0
 JX0460
 JX0460.The horizontal coordinates were scaled from a topographic map and have
 JX0460.an estimated accuracy of +/- 6 seconds.
 JX0460
 JX0460.The orthometric height was determined by differential leveling
 JX0460.and adjusted by the National Geodetic Survey in June 1991..
 JX0460
 JX0460.The geoid height was determined by GEOID03.
 JX0460
 JX0460.The dynamic height is computed by dividing the NAVD 88
 JX0460.geopotential number by the normal gravity value computed on the
 JX0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0460.degrees latitude (g = 980.6199 gals.).
 JX0460
 JX0460.The modeled gravity was interpolated from observed gravity values.
 JX0460
 JX0460;                    North         East    Units  Estimated Accuracy
 JX0460;SPC WV N     -   124,930.      484,330.      MT  (+/- 180 meters Scaled)
 JX0460
 JX0460                          SUPERSEDED SURVEY CONTROL
 JX0460
 JX0460  NGVD 29 (??/??/92)  192.398  (m)          631.23   (f) ADJ UNCH    2 0
 JX0460
 JX0460.Superseded values are not recommended for survey control.
 JX0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0460.See file dsdata.txt to determine how the superseded data were derived.
 JX0460
 JX0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND131853(NAD 83)
 JX0460_MARKER: DB = BENCH MARK DISK
 JX0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0460_STAMPING: C 24 1935
 JX0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0460+STABILITY: SURFACE MOTION
 JX0460
 JX0460  HISTORY     - Date     Condition        Report By
 JX0460  HISTORY     - 1935     MONUMENTED       CGS
 JX0460
 JX0460                          STATION DESCRIPTION
 JX0460
 JX0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0460'2.9 MI SE FROM NEW MARTINSVILLE.
 JX0460'2.9 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0460'THE STATION AT NEW MARTINSVILLE, WETZEL COUNTY, ABOUT 150 FEET
 JX0460'SOUTH OF THE SOUTH END OF A STATE HIGHWAY 20 BRIDGE OVER FISHING
 JX0460'CREEK, 10 FEET NORTHEAST OF THE NORTHWEST RAIL, AND 50 FEET
 JX0460'SOUTHEAST OF POLE 215.  A STANDARD DISK, STAMPED C 24 1935 AND
 JX0460'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0991 ***********************************************************************
 HX0991  DESIGNATION -  C 240
 HX0991  PID         -  HX0991
 HX0991  STATE/COUNTY-  WV/WEBSTER
 HX0991  USGS QUAD   -  COWEN (1995)
 HX0991
 HX0991                         *CURRENT SURVEY CONTROL
 HX0991  ___________________________________________________________________
 HX0991* NAD 83(1986)-  38 24 23.     (N)    080 30 57.     (W)     SCALED    
 HX0991* NAVD 88     -       707.154  (meters)    2320.05   (feet)  ADJUSTED  
 HX0991  ___________________________________________________________________
 HX0991  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX0991  DYNAMIC HT  -         706.612 (meters)    2318.28  (feet)  COMP
 HX0991  MODELED GRAV-     979,838.9   (mgal)                       NAVD 88
 HX0991
 HX0991  VERT ORDER  -  SECOND    CLASS 0
 HX0991
 HX0991.The horizontal coordinates were scaled from a topographic map and have
 HX0991.an estimated accuracy of +/- 6 seconds.
 HX0991
 HX0991.The orthometric height was determined by differential leveling
 HX0991.and adjusted by the National Geodetic Survey in June 1991..
 HX0991
 HX0991.The geoid height was determined by GEOID03.
 HX0991
 HX0991.The dynamic height is computed by dividing the NAVD 88
 HX0991.geopotential number by the normal gravity value computed on the
 HX0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0991.degrees latitude (g = 980.6199 gals.).
 HX0991
 HX0991.The modeled gravity was interpolated from observed gravity values.
 HX0991
 HX0991;                    North         East    Units  Estimated Accuracy
 HX0991;SPC WV S     -   156,210.      642,290.      MT  (+/- 180 meters Scaled)
 HX0991
 HX0991                          SUPERSEDED SURVEY CONTROL
 HX0991
 HX0991  NGVD 29 (??/??/92)  707.307  (m)         2320.56   (f) ADJ UNCH    2 0
 HX0991
 HX0991.Superseded values are not recommended for survey control.
 HX0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0991.See file dsdata.txt to determine how the superseded data were derived.
 HX0991
 HX0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC422510(NAD 83)
 HX0991_MARKER: DB = BENCH MARK DISK
 HX0991_SETTING: 66 = SET IN ROCK OUTCROP
 HX0991_SP_SET: ROCK CUT
 HX0991_STAMPING: C 240 1962
 HX0991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0991+STABILITY: POSITION/ELEVATION WELL
 HX0991
 HX0991  HISTORY     - Date     Condition        Report By
 HX0991  HISTORY     - 1962     MONUMENTED       CGS
 HX0991
 HX0991                          STATION DESCRIPTION
 HX0991
 HX0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0991'2.4 MI E FROM COWEN.
 HX0991'ABOUT 2.4 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 HX0991'BAPTIST CHURCH AT COWEN, ABOUT 1.4 MILES EAST OF BALTIMORE AND
 HX0991'OHIO RAILROAD UNDERPASS UNDER HIGHWAY, ABOUT 0.5 MILE EAST OF
 HX0991'JUNCTION OF EAST LEG OF WILLIAMS RIVER ROAD AND HIGHWAY, ON
 HX0991'THE INSIDE OF A CURVE WITH TANGENTS EXTENDING EAST AND NORTHWEST,
 HX0991'19 FEET NORTH OF CENTER LINE OF HIGHWAY, 1 FOOT ABOVE GROUND
 HX0991'LEVEL, 1 FOOT BELOW LEVEL OF HIGHWAY, AND SET VERTICALLY IN
 HX0991'SOUTH FACE OF 18 FOOT LONG-BY-2 1/2 FOOT HIGH ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0980 ***********************************************************************
 HX0980  DESIGNATION -  C 241
 HX0980  PID         -  HX0980
 HX0980  STATE/COUNTY-  WV/WEBSTER
 HX0980  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0980
 HX0980                         *CURRENT SURVEY CONTROL
 HX0980  ___________________________________________________________________
 HX0980* NAD 83(1986)-  38 19 40.     (N)    080 28 54.     (W)     SCALED    
 HX0980* NAVD 88     -       746.606  (meters)    2449.49   (feet)  ADJUSTED  
 HX0980  ___________________________________________________________________
 HX0980  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX0980  DYNAMIC HT  -         745.990 (meters)    2447.47  (feet)  COMP
 HX0980  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 HX0980
 HX0980  VERT ORDER  -  SECOND    CLASS 0
 HX0980
 HX0980.The horizontal coordinates were scaled from a topographic map and have
 HX0980.an estimated accuracy of +/- 6 seconds.
 HX0980
 HX0980.The orthometric height was determined by differential leveling
 HX0980.and adjusted by the National Geodetic Survey in June 1991..
 HX0980
 HX0980.The geoid height was determined by GEOID03.
 HX0980
 HX0980.The dynamic height is computed by dividing the NAVD 88
 HX0980.geopotential number by the normal gravity value computed on the
 HX0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0980.degrees latitude (g = 980.6199 gals.).
 HX0980
 HX0980.The modeled gravity was interpolated from observed gravity values.
 HX0980
 HX0980;                    North         East    Units  Estimated Accuracy
 HX0980;SPC WV S     -   147,500.      645,320.      MT  (+/- 180 meters Scaled)
 HX0980
 HX0980                          SUPERSEDED SURVEY CONTROL
 HX0980
 HX0980  NGVD 29 (??/??/92)  746.710  (m)         2449.83   (f) ADJ UNCH    2 0
 HX0980
 HX0980.Superseded values are not recommended for survey control.
 HX0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0980.See file dsdata.txt to determine how the superseded data were derived.
 HX0980
 HX0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC453423(NAD 83)
 HX0980_MARKER: DB = BENCH MARK DISK
 HX0980_SETTING: 80 = SET IN A BOULDER
 HX0980_SP_SET: BOULDER
 HX0980_STAMPING: C 241 1962
 HX0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0980+STABILITY: SURFACE MOTION
 HX0980
 HX0980  HISTORY     - Date     Condition        Report By
 HX0980  HISTORY     - 1962     MONUMENTED       CGS
 HX0980
 HX0980                          STATION DESCRIPTION
 HX0980
 HX0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0980'11.2 MI N FROM RICHWOOD.
 HX0980'0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 HX0980'AT RICHWOOD, THENCE ABOUT 2.4 MILES NORTH ALONG A COUNTY ROAD
 HX0980'76, THENCE 7.9 MILES NORTH ALONG FOREST SERVICE ROAD 76 (A
 HX0980'GRADED ROAD), IN THE NORTHEAST EDGE OF RICH HOLLOW, SET ON TOP
 HX0980'OF THE WEST CORNER OF A BOULDER ABOUT 22 BY 15 FEET WIDE
 HX0980'PROJECTING 3 1/2 FEET, 34 FEET NORTHWEST OF THE CENTER LINE OF
 HX0980'THE ROAD, 2 FEET SOUTHEAST OF THE WEST CORNER OF THE BOULDER, 1
 HX0980'FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE BOULDER, AND ABOUT
 HX0980'5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0811 ***********************************************************************
 HX0811  DESIGNATION -  C 242
 HX0811  PID         -  HX0811
 HX0811  STATE/COUNTY-  WV/POCAHONTAS
 HX0811  USGS QUAD   -  LOBELIA (1995)
 HX0811
 HX0811                         *CURRENT SURVEY CONTROL
 HX0811  ___________________________________________________________________
 HX0811* NAD 83(1986)-  38 14 56.     (N)    080 19 11.     (W)     SCALED    
 HX0811* NAVD 88     -       979.051  (meters)    3212.10   (feet)  ADJUSTED  
 HX0811  ___________________________________________________________________
 HX0811  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HX0811  DYNAMIC HT  -         978.218 (meters)    3209.37  (feet)  COMP
 HX0811  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 HX0811
 HX0811  VERT ORDER  -  SECOND    CLASS 0
 HX0811
 HX0811.The horizontal coordinates were scaled from a topographic map and have
 HX0811.an estimated accuracy of +/- 6 seconds.
 HX0811
 HX0811.The orthometric height was determined by differential leveling
 HX0811.and adjusted by the National Geodetic Survey in June 1991..
 HX0811
 HX0811.The geoid height was determined by GEOID03.
 HX0811
 HX0811.The dynamic height is computed by dividing the NAVD 88
 HX0811.geopotential number by the normal gravity value computed on the
 HX0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0811.degrees latitude (g = 980.6199 gals.).
 HX0811
 HX0811.The modeled gravity was interpolated from observed gravity values.
 HX0811
 HX0811;                    North         East    Units  Estimated Accuracy
 HX0811;SPC WV S     -   138,830.      659,540.      MT  (+/- 180 meters Scaled)
 HX0811
 HX0811                          SUPERSEDED SURVEY CONTROL
 HX0811
 HX0811  NGVD 29 (??/??/92)  979.122  (m)         3212.34   (f) ADJ UNCH    2 0
 HX0811
 HX0811.Superseded values are not recommended for survey control.
 HX0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0811.See file dsdata.txt to determine how the superseded data were derived.
 HX0811
 HX0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC595336(NAD 83)
 HX0811_MARKER: DB = BENCH MARK DISK
 HX0811_SETTING: 80 = SET IN A BOULDER
 HX0811_SP_SET: BOULDER
 HX0811_STAMPING: C 242 1962
 HX0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0811+STABILITY: SURFACE MOTION
 HX0811
 HX0811  HISTORY     - Date     Condition        Report By
 HX0811  HISTORY     - 1962     MONUMENTED       CGS
 HX0811
 HX0811                          STATION DESCRIPTION
 HX0811
 HX0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0811'13 MI NW FROM MILL POINT.
 HX0811'6.7 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX0811'U.S. HIGHWAY 219 AT MILL POINT, THENCE 6.3 MILES NORTHWEST ALONG
 HX0811'FOREST SERVICE ROAD 102, ABOUT 0.8 MILE SOUTHEAST OF A 60 FOOT
 HX0811'BRIDGE OVER THE NORTH FORK OF CRANBERRY RIVER, ABOUT 0.8 MILE
 HX0811'SOUTHEAST OF JUNCTION OF FOREST SERVICE ROAD 76, ON THE OUTSIDE
 HX0811'NEAR THE NORTH END OF A CURVE WITH TANGENTS EXTENDING NORTH AND
 HX0811'SOUTHEAST, SET ON TOP OF A ROCK THAT IS 25 FEET LONG, ON THE
 HX0811'EAST BANK OF CRANBERRY RIVER, 25 FEET WEST OF CENTER LINE OF
 HX0811'ROAD, 10 FEET SOUTH OF NORTH END OF ROCK, AND ABOUT LEVEL WITH
 HX0811'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0870 ***********************************************************************
 HX0870  DESIGNATION -  C 243
 HX0870  PID         -  HX0870
 HX0870  STATE/COUNTY-  WV/GREENBRIER
 HX0870  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0870
 HX0870                         *CURRENT SURVEY CONTROL
 HX0870  ___________________________________________________________________
 HX0870* NAD 83(1986)-  38 13 00.     (N)    080 25 38.     (W)     SCALED    
 HX0870* NAVD 88     -       905.531  (meters)    2970.90   (feet)  ADJUSTED  
 HX0870  ___________________________________________________________________
 HX0870  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HX0870  DYNAMIC HT  -         904.773 (meters)    2968.41  (feet)  COMP
 HX0870  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 HX0870
 HX0870  VERT ORDER  -  SECOND    CLASS 0
 HX0870
 HX0870.The horizontal coordinates were scaled from a topographic map and have
 HX0870.an estimated accuracy of +/- 6 seconds.
 HX0870
 HX0870.The orthometric height was determined by differential leveling
 HX0870.and adjusted by the National Geodetic Survey in June 1991..
 HX0870
 HX0870.The geoid height was determined by GEOID03.
 HX0870
 HX0870.The dynamic height is computed by dividing the NAVD 88
 HX0870.geopotential number by the normal gravity value computed on the
 HX0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0870.degrees latitude (g = 980.6199 gals.).
 HX0870
 HX0870.The modeled gravity was interpolated from observed gravity values.
 HX0870
 HX0870;                    North         East    Units  Estimated Accuracy
 HX0870;SPC WV S     -   135,190.      650,160.      MT  (+/- 180 meters Scaled)
 HX0870
 HX0870                          SUPERSEDED SURVEY CONTROL
 HX0870
 HX0870  NGVD 29 (??/??/92)  905.627  (m)         2971.21   (f) ADJ UNCH    2 0
 HX0870
 HX0870.Superseded values are not recommended for survey control.
 HX0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0870.See file dsdata.txt to determine how the superseded data were derived.
 HX0870
 HX0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC501300(NAD 83)
 HX0870_MARKER: DB = BENCH MARK DISK
 HX0870_SETTING: 66 = SET IN ROCK OUTCROP
 HX0870_SP_SET: ROCK LEDGE
 HX0870_STAMPING: C 243 1962
 HX0870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0870+STABILITY: POSITION/ELEVATION WELL
 HX0870
 HX0870  HISTORY     - Date     Condition        Report By
 HX0870  HISTORY     - 1962     MONUMENTED       CGS
 HX0870
 HX0870                          STATION DESCRIPTION
 HX0870
 HX0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0870'9.6 MI E FROM RICHWOOD.
 HX0870'9.6 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 HX0870'AT RICHWOOD, ON THE INSIDE NEAR THE NORTH END OF A CURVE WITH
 HX0870'TANGENTS EXTENDING TO THE NORTH AND WEST, SET VERTICALLY IN THE
 HX0870'SOUTHEAST FACE OF A ROCK LEDGE THAT IS ABOUT 15-FOOT LONG AND 3-FOT
 HX0870'HIGH WHICH IS A PART OF A LONG CUT, 24 1/2 FEET NORTHWEST OF THE
 HX0870'CENTER LINE OF THE HIGHWAY, 8 FEET SOUTHWEST OF THE NORTHEAST END
 HX0870'OF THE ROCK, ABOUT 1 FOOT ABOVE THE GROUND, AND ABOUT 5 FEET
 HX0870'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0661 ***********************************************************************
 HX0661  DESIGNATION -  C 244
 HX0661  PID         -  HX0661
 HX0661  STATE/COUNTY-  WV/WEBSTER
 HX0661  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0661
 HX0661                         *CURRENT SURVEY CONTROL
 HX0661  ___________________________________________________________________
 HX0661* NAD 83(1986)-  38 26 06.     (N)    080 25 10.     (W)     SCALED    
 HX0661* NAVD 88     -       693.443  (meters)    2275.07   (feet)  ADJUSTED  
 HX0661  ___________________________________________________________________
 HX0661  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX0661  DYNAMIC HT  -         692.909 (meters)    2273.32  (feet)  COMP
 HX0661  MODELED GRAV-     979,834.1   (mgal)                       NAVD 88
 HX0661
 HX0661  VERT ORDER  -  SECOND    CLASS 0
 HX0661
 HX0661.The horizontal coordinates were scaled from a topographic map and have
 HX0661.an estimated accuracy of +/- 6 seconds.
 HX0661
 HX0661.The orthometric height was determined by differential leveling
 HX0661.and adjusted by the National Geodetic Survey in June 1991..
 HX0661
 HX0661.The geoid height was determined by GEOID03.
 HX0661
 HX0661.The dynamic height is computed by dividing the NAVD 88
 HX0661.geopotential number by the normal gravity value computed on the
 HX0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0661.degrees latitude (g = 980.6199 gals.).
 HX0661
 HX0661.The modeled gravity was interpolated from observed gravity values.
 HX0661
 HX0661;                    North         East    Units  Estimated Accuracy
 HX0661;SPC WV S     -   159,430.      650,690.      MT  (+/- 180 meters Scaled)
 HX0661
 HX0661                          SUPERSEDED SURVEY CONTROL
 HX0661
 HX0661  NGVD 29 (??/??/92)  693.591  (m)         2275.56   (f) ADJ UNCH    2 0
 HX0661
 HX0661.Superseded values are not recommended for survey control.
 HX0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0661.See file dsdata.txt to determine how the superseded data were derived.
 HX0661
 HX0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC506542(NAD 83)
 HX0661_MARKER: DB = BENCH MARK DISK
 HX0661_SETTING: 66 = SET IN ROCK OUTCROP
 HX0661_SP_SET: ROCK CUT
 HX0661_STAMPING: C 244 1962
 HX0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0661+STABILITY: POSITION/ELEVATION WELL
 HX0661
 HX0661  HISTORY     - Date     Condition        Report By
 HX0661  HISTORY     - 1962     MONUMENTED       CGS
 HX0661
 HX0661                          STATION DESCRIPTION
 HX0661
 HX0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0661'1.4 MI SW FROM BOLAIR.
 HX0661'0.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0661'BOLAIR, THENCE 1.2 MILES SOUTHEAST ALONG GAULEY RIVER ROAD, ON
 HX0661'THE INSIDE AT THE EAST END OF A CURVE WITH TANGENTS EXTENDING TO
 HX0661'THE EAST AND NORTHWEST, ON THE TOP OF A LEDGE ABOUT 2 1/2-BY 1
 HX0661'FOOT WIDE, ON THE SOUTH FACE OF A ROCK CUT THAT IS ABOUT 30
 HX0661'FOOT LONG AND 3 FOOT HIGH, 13.1 FEET NORTH OF THE CENTER LINE OF
 HX0661'THE ROAD, 8 FEET EAST OF THE WEST END OF THE ROCK, 0.6 FOOT NORTH
 HX0661'OF THE SOUTH EDGE OF THE LEDGE, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX0661'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0607 ***********************************************************************
 HX0607  DESIGNATION -  C 245
 HX0607  PID         -  HX0607
 HX0607  STATE/COUNTY-  WV/POCAHONTAS
 HX0607  USGS QUAD   -  MARLINTON (1995)
 HX0607
 HX0607                         *CURRENT SURVEY CONTROL
 HX0607  ___________________________________________________________________
 HX0607* NAD 83(1986)-  38 14 43.     (N)    080 05 47.     (W)     SCALED    
 HX0607* NAVD 88     -       706.253  (meters)    2317.10   (feet)  ADJUSTED  
 HX0607  ___________________________________________________________________
 HX0607  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HX0607  DYNAMIC HT  -         705.686 (meters)    2315.24  (feet)  COMP
 HX0607  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 HX0607
 HX0607  VERT ORDER  -  FIRST     CLASS II
 HX0607
 HX0607.The horizontal coordinates were scaled from a topographic map and have
 HX0607.an estimated accuracy of +/- 6 seconds.
 HX0607
 HX0607.The orthometric height was determined by differential leveling
 HX0607.and adjusted by the National Geodetic Survey in June 1991..
 HX0607
 HX0607.The geoid height was determined by GEOID03.
 HX0607
 HX0607.The dynamic height is computed by dividing the NAVD 88
 HX0607.geopotential number by the normal gravity value computed on the
 HX0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0607.degrees latitude (g = 980.6199 gals.).
 HX0607
 HX0607.The modeled gravity was interpolated from observed gravity values.
 HX0607
 HX0607;                    North         East    Units  Estimated Accuracy
 HX0607;SPC WV S     -   138,600.      679,090.      MT  (+/- 180 meters Scaled)
 HX0607
 HX0607                          SUPERSEDED SURVEY CONTROL
 HX0607
 HX0607  NGVD 29 (??/??/92)  706.328  (m)         2317.34   (f) ADJ UNCH    1 2
 HX0607
 HX0607.Superseded values are not recommended for survey control.
 HX0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0607.See file dsdata.txt to determine how the superseded data were derived.
 HX0607
 HX0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC790334(NAD 83)
 HX0607_MARKER: DB = BENCH MARK DISK
 HX0607_SETTING: 66 = SET IN ROCK OUTCROP
 HX0607_SP_SET: ROCK CUT
 HX0607_STAMPING: C 245 1962
 HX0607_MARK LOGO: CGS   
 HX0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0607+STABILITY: POSITION/ELEVATION WELL
 HX0607
 HX0607  HISTORY     - Date     Condition        Report By
 HX0607  HISTORY     - 1962     MONUMENTED       CGS
 HX0607  HISTORY     - 1983     GOOD             NGS
 HX0607
 HX0607                          STATION DESCRIPTION
 HX0607
 HX0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0607'1.6 MI N FROM MARLINTON.
 HX0607'1.65 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTH WEST END OF
 HX0607'STATE HIGHWAY 39 BRIDGE OVER GREENBRIER RIVER AT MARLINTON,
 HX0607'ABOUT 0.5 MILES NORTH OF THE NORTH END OF U.S. HIGHWAY 219 BRIDGE
 HX0607'OVER STONY CREEK AT CAMPBELLTOWN, SET VERTICALLY IN THE SOUTHWEST
 HX0607'FACE OF A ROCK CUT, ABOUT 109 YARDS NORTH OF THE APPROXIMATE CENTER
 HX0607'LINE OF A SHARP CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST,
 HX0607'67 FEET NORTH OF THE EAST END OF A 30-INCH GALVANIZED PIPE
 HX0607'CULVERT UNDER THE HIGHWAY, 23 FEET EAST OF THE CENTER LINE OF THE
 HX0607'HIGHWAY, 24 FEET NORTH OF THE SOUTH END OF THE ROCK CUT, AND
 HX0607'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX0607
 HX0607                          STATION RECOVERY (1983)
 HX0607
 HX0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0751 ***********************************************************************
 HX0751  DESIGNATION -  C 246
 HX0751  PID         -  HX0751
 HX0751  STATE/COUNTY-  WV/WEBSTER
 HX0751  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0751
 HX0751                         *CURRENT SURVEY CONTROL
 HX0751  ___________________________________________________________________
 HX0751* NAD 83(1986)-  38 21 29.     (N)    080 25 18.     (W)     SCALED    
 HX0751* NAVD 88     -       697.484  (meters)    2288.33   (feet)  ADJUSTED  
 HX0751  ___________________________________________________________________
 HX0751  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HX0751  DYNAMIC HT  -         696.933 (meters)    2286.52  (feet)  COMP
 HX0751  MODELED GRAV-     979,815.6   (mgal)                       NAVD 88
 HX0751
 HX0751  VERT ORDER  -  SECOND    CLASS 0
 HX0751
 HX0751.The horizontal coordinates were scaled from a topographic map and have
 HX0751.an estimated accuracy of +/- 6 seconds.
 HX0751
 HX0751.The orthometric height was determined by differential leveling
 HX0751.and adjusted by the National Geodetic Survey in June 1991..
 HX0751
 HX0751.The geoid height was determined by GEOID03.
 HX0751
 HX0751.The dynamic height is computed by dividing the NAVD 88
 HX0751.geopotential number by the normal gravity value computed on the
 HX0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0751.degrees latitude (g = 980.6199 gals.).
 HX0751
 HX0751.The modeled gravity was interpolated from observed gravity values.
 HX0751
 HX0751;                    North         East    Units  Estimated Accuracy
 HX0751;SPC WV S     -   150,890.      650,550.      MT  (+/- 180 meters Scaled)
 HX0751
 HX0751                          SUPERSEDED SURVEY CONTROL
 HX0751
 HX0751  NGVD 29 (??/??/92)  697.610  (m)         2288.74   (f) ADJ UNCH    2 0
 HX0751
 HX0751.Superseded values are not recommended for survey control.
 HX0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0751.See file dsdata.txt to determine how the superseded data were derived.
 HX0751
 HX0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC505457(NAD 83)
 HX0751_MARKER: DB = BENCH MARK DISK
 HX0751_SETTING: 66 = SET IN ROCK OUTCROP
 HX0751_SP_SET: ROCK LEDGE
 HX0751_STAMPING: C 246 1962
 HX0751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0751+STABILITY: POSITION/ELEVATION WELL
 HX0751
 HX0751  HISTORY     - Date     Condition        Report By
 HX0751  HISTORY     - 1962     MONUMENTED       CGS
 HX0751
 HX0751                          STATION DESCRIPTION
 HX0751
 HX0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0751'3.1 MI SE FROM DYER.
 HX0751'3.1 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD FROM DYER METHODIST
 HX0751'CHURCH, SET VERTICALLY IN THE SOUTH FACE OF A ROCK LEDGE 15-FOOT
 HX0751'LONG BY 4 FOOT HIGH, AT THE JUNCTION OF ROAD AND BRIDGE SOUTHWEST
 HX0751'ACROSS WILLIAMS RIVER TO CRICHTON COAL TIPPLE, 21 FEET NORTHEAST
 HX0751'OF THE CENTER LINE OF THE ROAD, 47 FEET NORTH OF AND ACROSS THE
 HX0751'ROAD FROM THE NORTH CORNER OF BRIDGE ACROSS WILLIAMS RIVER, 1
 HX0751'FOOT WEST OF EAST END OF ROCK LEDGE, ABOUT 4 FEET ABOVE THE
 HX0751'LEVEL OF THE ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0779 ***********************************************************************
 HX0779  DESIGNATION -  C 247
 HX0779  PID         -  HX0779
 HX0779  STATE/COUNTY-  WV/POCAHONTAS
 HX0779  USGS QUAD   -  WOODROW (1995)
 HX0779
 HX0779                         *CURRENT SURVEY CONTROL
 HX0779  ___________________________________________________________________
 HX0779* NAD 83(1986)-  38 18 16.     (N)    080 11 28.     (W)     SCALED    
 HX0779* NAVD 88     -       939.909  (meters)    3083.68   (feet)  ADJUSTED  
 HX0779  ___________________________________________________________________
 HX0779  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HX0779  DYNAMIC HT  -         939.120 (meters)    3081.10  (feet)  COMP
 HX0779  MODELED GRAV-     979,756.2   (mgal)                       NAVD 88
 HX0779
 HX0779  VERT ORDER  -  SECOND    CLASS 0
 HX0779
 HX0779.The horizontal coordinates were scaled from a topographic map and have
 HX0779.an estimated accuracy of +/- 6 seconds.
 HX0779
 HX0779.The orthometric height was determined by differential leveling
 HX0779.and adjusted by the National Geodetic Survey in June 1991..
 HX0779
 HX0779.The geoid height was determined by GEOID03.
 HX0779
 HX0779.The dynamic height is computed by dividing the NAVD 88
 HX0779.geopotential number by the normal gravity value computed on the
 HX0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0779.degrees latitude (g = 980.6199 gals.).
 HX0779
 HX0779.The modeled gravity was interpolated from observed gravity values.
 HX0779
 HX0779;                    North         East    Units  Estimated Accuracy
 HX0779;SPC WV S     -   145,090.      670,750.      MT  (+/- 180 meters Scaled)
 HX0779
 HX0779                          SUPERSEDED SURVEY CONTROL
 HX0779
 HX0779  NGVD 29 (??/??/92)  939.971  (m)         3083.89   (f) ADJ UNCH    2 0
 HX0779
 HX0779.Superseded values are not recommended for survey control.
 HX0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0779.See file dsdata.txt to determine how the superseded data were derived.
 HX0779
 HX0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC707399(NAD 83)
 HX0779_MARKER: DB = BENCH MARK DISK
 HX0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0779_STAMPING: C 247 1962
 HX0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0779+STABILITY: SURFACE MOTION
 HX0779
 HX0779  HISTORY     - Date     Condition        Report By
 HX0779  HISTORY     - 1962     MONUMENTED       CGS
 HX0779
 HX0779                          STATION DESCRIPTION
 HX0779
 HX0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0779'2.6 MI NW FROM WOODROW.
 HX0779'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0779'GRADE SCHOOL, THENCE 1.2 MILES NORTHWEST ALONG U.S. FORESTRY ROAD
 HX0779'76, ABOUT 1.1 MILES SOUTHEAST OF THE EAST END OF A CONCRETE
 HX0779'BRIDGE OVER THE WILLIAMS RIVER AT THE ENTRANCE TO THE MONONGAHELA
 HX0779'NATIONAL FOREST, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING
 HX0779'TO THE NORTHWEST AND NORTHEAST, 21 FEET NORTHWEST OF THE CENTER
 HX0779'LINE OF THE ROAD, 60 FEET NORTHEAST OF THE NORTHWEST END OF A
 HX0779'4-FOOT GALVANIZED PIPE CULVERT UNDER THE ROAD, 9 1/2 FEET
 HX0779'NORTHEAST OF A TELEPHONE POLE, 1 1/2 FEET NORTHWEST OF THE RIGHT
 HX0779'OF WAY FENCE LINE, 1.5 FEET SOUTHWEST OF A STEEL WITNESS POST,
 HX0779'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HX0779'THAT PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0602 ***********************************************************************
 HX0602  DESIGNATION -  C 248
 HX0602  PID         -  HX0602
 HX0602  STATE/COUNTY-  WV/POCAHONTAS
 HX0602  USGS QUAD   -  MARLINTON (1995)
 HX0602
 HX0602                         *CURRENT SURVEY CONTROL
 HX0602  ___________________________________________________________________
 HX0602* NAD 83(1986)-  38 14 29.     (N)    080 04 41.     (W)     SCALED    
 HX0602* NAVD 88     -       726.035  (meters)    2382.00   (feet)  ADJUSTED  
 HX0602  ___________________________________________________________________
 HX0602  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX0602  DYNAMIC HT  -         725.448 (meters)    2380.07  (feet)  COMP
 HX0602  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 HX0602
 HX0602  VERT ORDER  -  SECOND    CLASS 0
 HX0602
 HX0602.The horizontal coordinates were scaled from a topographic map and have
 HX0602.an estimated accuracy of +/- 6 seconds.
 HX0602
 HX0602.The orthometric height was determined by differential leveling
 HX0602.and adjusted by the National Geodetic Survey in June 1991..
 HX0602
 HX0602.The geoid height was determined by GEOID03.
 HX0602
 HX0602.The dynamic height is computed by dividing the NAVD 88
 HX0602.geopotential number by the normal gravity value computed on the
 HX0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0602.degrees latitude (g = 980.6199 gals.).
 HX0602
 HX0602.The modeled gravity was interpolated from observed gravity values.
 HX0602
 HX0602;                    North         East    Units  Estimated Accuracy
 HX0602;SPC WV S     -   138,180.      680,700.      MT  (+/- 180 meters Scaled)
 HX0602
 HX0602                          SUPERSEDED SURVEY CONTROL
 HX0602
 HX0602  NGVD 29 (??/??/92)  726.111  (m)         2382.25   (f) ADJ UNCH    2 0
 HX0602
 HX0602.Superseded values are not recommended for survey control.
 HX0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0602.See file dsdata.txt to determine how the superseded data were derived.
 HX0602
 HX0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC806330(NAD 83)
 HX0602_MARKER: DB = BENCH MARK DISK
 HX0602_SETTING: 66 = SET IN ROCK OUTCROP
 HX0602_SP_SET: ROCK LEDGE
 HX0602_STAMPING: C 248 1962
 HX0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0602+STABILITY: POSITION/ELEVATION WELL
 HX0602
 HX0602  HISTORY     - Date     Condition        Report By
 HX0602  HISTORY     - 1962     MONUMENTED       CGS
 HX0602
 HX0602                          STATION DESCRIPTION
 HX0602
 HX0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0602'1.8 MI NE FROM MARLINTON.
 HX0602'0.95 MILE NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST END
 HX0602'OF STATE HIGHWAY 39 BRIDGE OVER GREENBRIER RIVER AT MARLINTON,
 HX0602'THENCE 0.85 MILE NORTHEAST ALONG A BLACK TOP ROAD, ABOUT 0.75
 HX0602'MILE NORTHEAST OF A CONCRETE BRIDGE OVER STONY CREEK, ABOUT
 HX0602'0.65 MILE NORTHEAST OF THE JUNCTION OF A BLACK TOP ROAD LEADING
 HX0602'EAST, SET VERTICALLY IN THE SOUTH FACE OF A ROCK LEDGE ABOUT
 HX0602'15-FOOT LONG AND 3-FOOT WIDE WHICH IS IN A CUT ABOUT 0.2 MILE
 HX0602'LONG, 18 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 36 FEET
 HX0602'NORTH OF AND ACROSS THE ROAD FROM A POWER POLE 35, 5 1/2 FEET WEST
 HX0602'OF THE EAST END OF THE ROCK LEDGE, 120 YARDS WEST OF THE EAST
 HX0602'END OF THE CUT, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND,
 HX0602'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0851 ***********************************************************************
 HX0851  DESIGNATION -  C 249
 HX0851  PID         -  HX0851
 HX0851  STATE/COUNTY-  WV/POCAHONTAS
 HX0851  USGS QUAD   -  HILLSBORO (1995)
 HX0851
 HX0851                         *CURRENT SURVEY CONTROL
 HX0851  ___________________________________________________________________
 HX0851* NAD 83(1986)-  38 11 31.     (N)    080 14 29.     (W)     SCALED    
 HX0851* NAVD 88     -      1011.013  (meters)    3316.97   (feet)  ADJUSTED  
 HX0851  ___________________________________________________________________
 HX0851  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX0851  DYNAMIC HT  -        1010.142 (meters)    3314.11  (feet)  COMP
 HX0851  MODELED GRAV-     979,732.9   (mgal)                       NAVD 88
 HX0851
 HX0851  VERT ORDER  -  SECOND    CLASS 0
 HX0851
 HX0851.The horizontal coordinates were scaled from a topographic map and have
 HX0851.an estimated accuracy of +/- 6 seconds.
 HX0851
 HX0851.The orthometric height was determined by differential leveling
 HX0851.and adjusted by the National Geodetic Survey in June 1991..
 HX0851
 HX0851.The geoid height was determined by GEOID03.
 HX0851
 HX0851.The dynamic height is computed by dividing the NAVD 88
 HX0851.geopotential number by the normal gravity value computed on the
 HX0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0851.degrees latitude (g = 980.6199 gals.).
 HX0851
 HX0851.The modeled gravity was interpolated from observed gravity values.
 HX0851
 HX0851;                    North         East    Units  Estimated Accuracy
 HX0851;SPC WV S     -   132,560.      666,450.      MT  (+/- 180 meters Scaled)
 HX0851
 HX0851                          SUPERSEDED SURVEY CONTROL
 HX0851
 HX0851  NGVD 29 (??/??/92) 1011.076  (m)         3317.17   (f) ADJ UNCH    2 0
 HX0851
 HX0851.Superseded values are not recommended for survey control.
 HX0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0851.See file dsdata.txt to determine how the superseded data were derived.
 HX0851
 HX0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC664273(NAD 83)
 HX0851_MARKER: DB = BENCH MARK DISK
 HX0851_SETTING: 66 = SET IN ROCK OUTCROP
 HX0851_SP_SET: ROCK CUT
 HX0851_STAMPING: C 249 1962
 HX0851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0851+STABILITY: POSITION/ELEVATION WELL
 HX0851
 HX0851  HISTORY     - Date     Condition        Report By
 HX0851  HISTORY     - 1962     MONUMENTED       CGS
 HX0851
 HX0851                          STATION DESCRIPTION
 HX0851
 HX0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0851'5 MI NW FROM MILL POINT.
 HX0851'5.05 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX0851'OF U.S. HIGHWAY 219 AT MILL POINT, ABOUT 1.05 MILES NORTHEAST
 HX0851'OF THE JUNCTION OF A U.S. FORESTRY ROAD LEADING NORTHWEST, ABOUT
 HX0851'0.25 MILE SOUTHWEST OF A POINT WHERE THE HIGHWAY MARKES A SHARP
 HX0851'CURVE, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK THAT IS ABOUT
 HX0851'6-FOOT LONG AND 7-FOOT HIGH WHICH IS IN A ROCK CUT THAT IS ABOUT
 HX0851'95 YARDS LONG, 23 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 HX0851'HIGHWAY, 24 1/2 FEET SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST
 HX0851'STONE HEAD WALL OF A PIPE CULVERT, 1.8 FEET NORTHEAST OF THE
 HX0851'SOUTHWEST EDGE OF THE ROCK, ABOUT 2 FEET ABOVE THE GROUND, AND
 HX0851'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2716 ***********************************************************************
 HX2716  DESIGNATION -  C 25
 HX2716  PID         -  HX2716
 HX2716  STATE/COUNTY-  WV/JACKSON
 HX2716  USGS QUAD   -  LIVERPOOL (1975)
 HX2716
 HX2716                         *CURRENT SURVEY CONTROL
 HX2716  ___________________________________________________________________
 HX2716* NAD 83(1986)-  38 53 40.     (N)    081 31 48.     (W)     SCALED    
 HX2716* NAVD 88     -       203.708  (meters)     668.33   (feet)  ADJUSTED  
 HX2716  ___________________________________________________________________
 HX2716  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HX2716  DYNAMIC HT  -         203.576 (meters)     667.90  (feet)  COMP
 HX2716  MODELED GRAV-     979,974.8   (mgal)                       NAVD 88
 HX2716
 HX2716  VERT ORDER  -  SECOND    CLASS 0
 HX2716
 HX2716.The horizontal coordinates were scaled from a topographic map and have
 HX2716.an estimated accuracy of +/- 6 seconds.
 HX2716
 HX2716.The orthometric height was determined by differential leveling
 HX2716.and adjusted by the National Geodetic Survey in June 1991..
 HX2716
 HX2716.The geoid height was determined by GEOID03.
 HX2716
 HX2716.The dynamic height is computed by dividing the NAVD 88
 HX2716.geopotential number by the normal gravity value computed on the
 HX2716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2716.degrees latitude (g = 980.6199 gals.).
 HX2716
 HX2716.The modeled gravity was interpolated from observed gravity values.
 HX2716
 HX2716;                    North         East    Units  Estimated Accuracy
 HX2716;SPC WV S     -   210,400.      554,020.      MT  (+/- 180 meters Scaled)
 HX2716
 HX2716                          SUPERSEDED SURVEY CONTROL
 HX2716
 HX2716  NGVD 29 (??/??/92)  203.872  (m)          668.87   (f) ADJ UNCH    2 0
 HX2716
 HX2716.Superseded values are not recommended for survey control.
 HX2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2716.See file dsdata.txt to determine how the superseded data were derived.
 HX2716
 HX2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD540051(NAD 83)
 HX2716_MARKER: DB = BENCH MARK DISK
 HX2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2716_STAMPING: C 25 1935
 HX2716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2716+STABILITY: SURFACE MOTION
 HX2716
 HX2716  HISTORY     - Date     Condition        Report By
 HX2716  HISTORY     - 1935     MONUMENTED       CGS
 HX2716  HISTORY     - 1956     GOOD             NGS
 HX2716
 HX2716                          STATION DESCRIPTION
 HX2716
 HX2716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2716'AT LIVERPOOL.
 HX2716'AT LIVERPOOL, ALONG THE BALTIMORE AND OHIO RAILROAD, AT A GRAVEL
 HX2716'ROAD CROSSING, 22.6 FEET SOUTH OF SOUTH RAIL, 103 1/2 FEET
 HX2716'WEST-SOUTHWEST AND ACROSS ROAD FROM STATION SIGN, 14 FEET
 HX2716'WEST-SOUTHWEST OF CENTER LINE OF GRAVEL ROAD, 3 1/2 FEET WEST OF
 HX2716'A FOOT PATH WHICH LEADS SOUTH ACROSS A FOOT BRIDGE TO POST OFFICE,
 HX2716'7 FEET NORTH OF NORTHWEST END OF FOOT BRIDGE, 27 1/2 FEET
 HX2716'SOUTH-SOUTHWEST OF CENTER OF CROSSING OF TRACK AND ROAD, 14 1/2
 HX2716'FEET SOUTHEAST OF TELEPHONE POLE NO. 16/35, 1 1/2 FEET EAST OF A
 HX2716'WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF TRACK
 HX2716'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0895 ***********************************************************************
 HX0895  DESIGNATION -  C 250
 HX0895  PID         -  HX0895
 HX0895  STATE/COUNTY-  WV/POCAHONTAS
 HX0895  USGS QUAD   -  DROOP (1995)
 HX0895
 HX0895                         *CURRENT SURVEY CONTROL
 HX0895  ___________________________________________________________________
 HX0895* NAD 83(1986)-  38 06 11.     (N)    080 20 16.     (W)     SCALED    
 HX0895* NAVD 88     -       818.255  (meters)    2684.56   (feet)  ADJUSTED  
 HX0895  ___________________________________________________________________
 HX0895  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX0895  DYNAMIC HT  -         817.563 (meters)    2682.29  (feet)  COMP
 HX0895  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 HX0895
 HX0895  VERT ORDER  -  SECOND    CLASS 0
 HX0895
 HX0895.The horizontal coordinates were scaled from a topographic map and have
 HX0895.an estimated accuracy of +/- 6 seconds.
 HX0895
 HX0895.The orthometric height was determined by differential leveling
 HX0895.and adjusted by the National Geodetic Survey in June 1991..
 HX0895
 HX0895.The geoid height was determined by GEOID03.
 HX0895
 HX0895.The dynamic height is computed by dividing the NAVD 88
 HX0895.geopotential number by the normal gravity value computed on the
 HX0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0895.degrees latitude (g = 980.6199 gals.).
 HX0895
 HX0895.The modeled gravity was interpolated from observed gravity values.
 HX0895
 HX0895;                    North         East    Units  Estimated Accuracy
 HX0895;SPC WV S     -   122,630.      658,080.      MT  (+/- 180 meters Scaled)
 HX0895
 HX0895                          SUPERSEDED SURVEY CONTROL
 HX0895
 HX0895  NGVD 29 (??/??/92)  818.345  (m)         2684.85   (f) ADJ UNCH    2 0
 HX0895
 HX0895.Superseded values are not recommended for survey control.
 HX0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0895.See file dsdata.txt to determine how the superseded data were derived.
 HX0895
 HX0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC580174(NAD 83)
 HX0895_MARKER: DB = BENCH MARK DISK
 HX0895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0895_SP_SET: BUILDING
 HX0895_STAMPING: C 250 1962
 HX0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0895
 HX0895  HISTORY     - Date     Condition        Report By
 HX0895  HISTORY     - 1962     MONUMENTED       CGS
 HX0895  HISTORY     - 1983     GOOD             NGS
 HX0895
 HX0895                          STATION DESCRIPTION
 HX0895
 HX0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0895'7.8 MI SW FROM LOBELIA.
 HX0895'4.15 MILES SOUTH ALONG BLACK TOP ROAD FROM THE JUNCTION OF A
 HX0895'GRADED ROAD AT LOBELIA, THENCE ABOUT 3.7 MILES SOUTHWEST BY
 HX0895'WEST ALONG BLACK TOP AND GRADED ROAD, ABOUT 0.65 MILES NORTHEAST
 HX0895'OF THE GREENBRIER COUNTY LINE SIGN, SET AT THE OLD ABANDONED
 HX0895'BOGGS RUN SCHOOL HOUSE, 29 FEET NORTHWEST OF THE CENTER LINE
 HX0895'OF THE ROAD, 106 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HX0895'OLD SCHOOL BUILDING, 38 FEET SOUTHEAST OF THE EDGE OF THE
 HX0895'SOUTHEAST BANK OF BOGGS RUN, 16 1/2 FEET NORTHWEST OF A
 HX0895'RIGHT-OF-WAY FENCE LINE, 3 1/2 FEET NORTHEAST OF A POWER POLE,
 HX0895'ABOUT 1.4 FEET SOUTHWEST OF A STEEL WITNESS POST, AND ABOUT 1
 HX0895'FOOT ABOVE THE LEVEL OF THE ROAD.
 HX0895
 HX0895                          STATION RECOVERY (1983)
 HX0895
 HX0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0914 ***********************************************************************
 HX0914  DESIGNATION -  C 251
 HX0914  PID         -  HX0914
 HX0914  STATE/COUNTY-  WV/POCAHONTAS
 HX0914  USGS QUAD   -  LOBELIA (1995)
 HX0914
 HX0914                         *CURRENT SURVEY CONTROL
 HX0914  ___________________________________________________________________
 HX0914* NAD 83(1986)-  38 09 27.     (N)    080 15 22.     (W)     SCALED    
 HX0914* NAVD 88     -       977.995  (meters)    3208.64   (feet)  ADJUSTED  
 HX0914  ___________________________________________________________________
 HX0914  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX0914  DYNAMIC HT  -         977.168 (meters)    3205.93  (feet)  COMP
 HX0914  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 HX0914
 HX0914  VERT ORDER  -  SECOND    CLASS 0
 HX0914
 HX0914.The horizontal coordinates were scaled from a topographic map and have
 HX0914.an estimated accuracy of +/- 6 seconds.
 HX0914
 HX0914.The orthometric height was determined by differential leveling
 HX0914.and adjusted by the National Geodetic Survey in June 1991..
 HX0914
 HX0914.The geoid height was determined by GEOID03.
 HX0914
 HX0914.The dynamic height is computed by dividing the NAVD 88
 HX0914.geopotential number by the normal gravity value computed on the
 HX0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0914.degrees latitude (g = 980.6199 gals.).
 HX0914
 HX0914.The modeled gravity was interpolated from observed gravity values.
 HX0914
 HX0914;                    North         East    Units  Estimated Accuracy
 HX0914;SPC WV S     -   128,730.      665,190.      MT  (+/- 180 meters Scaled)
 HX0914
 HX0914                          SUPERSEDED SURVEY CONTROL
 HX0914
 HX0914  NGVD 29 (??/??/92)  978.080  (m)         3208.92   (f) ADJ UNCH    2 0
 HX0914
 HX0914.Superseded values are not recommended for survey control.
 HX0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0914.See file dsdata.txt to determine how the superseded data were derived.
 HX0914
 HX0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC651235(NAD 83)
 HX0914_MARKER: DB = BENCH MARK DISK
 HX0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0914_STAMPING: C 251 1962
 HX0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0914+STABILITY: SURFACE MOTION
 HX0914
 HX0914  HISTORY     - Date     Condition        Report By
 HX0914  HISTORY     - 1962     MONUMENTED       CGS
 HX0914
 HX0914                          STATION DESCRIPTION
 HX0914
 HX0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0914'4.4 MI NE FROM LOBELIA.
 HX0914'3.65 MILES NORTHEAST ALONG BLACK TOP ROAD FROM THE JUNCTION OF
 HX0914'GRADED ROAD AT LOBELIA, THENCE ABOUT 0.7 MILES EAST AND WEST
 HX0914'ALONG GRADED ROAD, SET AT THE JUNCTION OF A DIM TRAIL ROAD
 HX0914'LEADING NORTH ON THE OUTSIDE OF A SHARP CURVE FORMING A SWITCH
 HX0914'BACK FROM SOUTH BACK TO SOUTH, 40 FEET NORTH OF THE CENTER LINE
 HX0914'OF THE GRADED ROAD, 13 1/2 FEET EAST OF THE CENTER LINE OF THE
 HX0914'DIM TRAIL ROAD, 30 1/2 FEET EAST BY NORTHEAST OF AND ACROSS THE
 HX0914'TRAIL ROAD FROM THE CENTER LINE OF A WOODEN GATE ACROSS ANOTHER
 HX0914'DIM TRAIL LEADING NORTHWEST TO A SMALL CLEARED OPEN AREA, 6.5
 HX0914'FEET NORTH OF A 12-INCH TRIANGULAR BLAZED OAK TREE, 1.7 FEET
 HX0914'SOUTH OF A STEEL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF
 HX0914'THE ROAD, AND IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 HX0914'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0928 ***********************************************************************
 HX0928  DESIGNATION -  C 252
 HX0928  PID         -  HX0928
 HX0928  STATE/COUNTY-  WV/POCAHONTAS
 HX0928  USGS QUAD   -  DROOP (1995)
 HX0928
 HX0928                         *CURRENT SURVEY CONTROL
 HX0928  ___________________________________________________________________
 HX0928* NAD 83(1986)-  38 05 32.     (N)    080 16 37.     (W)     SCALED    
 HX0928* NAVD 88     -       947.980  (meters)    3110.16   (feet)  ADJUSTED  
 HX0928  ___________________________________________________________________
 HX0928  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HX0928  DYNAMIC HT  -         947.177 (meters)    3107.53  (feet)  COMP
 HX0928  MODELED GRAV-     979,749.6   (mgal)                       NAVD 88
 HX0928
 HX0928  VERT ORDER  -  SECOND    CLASS 0
 HX0928
 HX0928.The horizontal coordinates were scaled from a topographic map and have
 HX0928.an estimated accuracy of +/- 6 seconds.
 HX0928
 HX0928.The orthometric height was determined by differential leveling
 HX0928.and adjusted by the National Geodetic Survey in June 1991..
 HX0928
 HX0928.The geoid height was determined by GEOID03.
 HX0928
 HX0928.The dynamic height is computed by dividing the NAVD 88
 HX0928.geopotential number by the normal gravity value computed on the
 HX0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0928.degrees latitude (g = 980.6199 gals.).
 HX0928
 HX0928.The modeled gravity was interpolated from observed gravity values.
 HX0928
 HX0928;                    North         East    Units  Estimated Accuracy
 HX0928;SPC WV S     -   121,470.      663,420.      MT  (+/- 180 meters Scaled)
 HX0928
 HX0928                          SUPERSEDED SURVEY CONTROL
 HX0928
 HX0928  NGVD 29 (??/??/92)  948.068  (m)         3110.45   (f) ADJ UNCH    2 0
 HX0928
 HX0928.Superseded values are not recommended for survey control.
 HX0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0928.See file dsdata.txt to determine how the superseded data were derived.
 HX0928
 HX0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC634162(NAD 83)
 HX0928_MARKER: DB = BENCH MARK DISK
 HX0928_SETTING: 80 = SET IN A BOULDER
 HX0928_SP_SET: BOULDER
 HX0928_STAMPING: C 252 1962
 HX0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0928+STABILITY: SURFACE MOTION
 HX0928
 HX0928  HISTORY     - Date     Condition        Report By
 HX0928  HISTORY     - 1962     MONUMENTED       CGS
 HX0928  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0928  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0928
 HX0928                          STATION DESCRIPTION
 HX0928
 HX0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0928'1.4 MI NE FROM DROOP.
 HX0928'1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 HX0928'AT DROOP, ABOUT 0.2 MILE SOUTHWEST OF THE MT. ZION METHODIST
 HX0928'CHURCH, SET ON TOP OF AN EMBEDDED BOULDER THAT IS ABOUT 5-BY
 HX0928'6-FOOT LONG THAT IS PROJECTING OUT OF THE GROUND, THE MARK IS
 HX0928'IN A PASTURE FIELD, AT THE SOUTHEAST CORNER OF THE ROCK, 91
 HX0928'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 82 1/2 FEET
 HX0928'NORTHEAST OF THE NORTH CORNER OF A CORN CRIB, 98 FEET SOUTHEAST
 HX0928'OF A POWER POLE 408, AND ABOUT 8 FEET BELOW THE LEVEL OF THE
 HX0928'HIGHWAY.
 HX0928
 HX0928                          STATION RECOVERY (1973)
 HX0928
 HX0928'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0928'MARK NOT FOUND.
 HX0928
 HX0928                          STATION RECOVERY (1983)
 HX0928
 HX0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0928'NOT RECOVERED, A THOROUGH SEARCH OF ALL BOULDERS IN AREA WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0650 ***********************************************************************
 HX0650  DESIGNATION -  C 253
 HX0650  PID         -  HX0650
 HX0650  STATE/COUNTY-  WV/POCAHONTAS
 HX0650  USGS QUAD   -  EDRAY (1995)
 HX0650
 HX0650                         *CURRENT SURVEY CONTROL
 HX0650  ___________________________________________________________________
 HX0650* NAD 83(1986)-  38 21 33.     (N)    080 01 17.     (W)     SCALED    
 HX0650* NAVD 88     -       769.259  (meters)    2523.81   (feet)  ADJUSTED  
 HX0650  ___________________________________________________________________
 HX0650  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HX0650  DYNAMIC HT  -         768.636 (meters)    2521.77  (feet)  COMP
 HX0650  MODELED GRAV-     979,792.5   (mgal)                       NAVD 88
 HX0650
 HX0650  VERT ORDER  -  SECOND    CLASS 0
 HX0650
 HX0650.The horizontal coordinates were scaled from a topographic map and have
 HX0650.an estimated accuracy of +/- 6 seconds.
 HX0650
 HX0650.The orthometric height was determined by differential leveling
 HX0650.and adjusted by the National Geodetic Survey in June 1991..
 HX0650
 HX0650.The geoid height was determined by GEOID03.
 HX0650
 HX0650.The dynamic height is computed by dividing the NAVD 88
 HX0650.geopotential number by the normal gravity value computed on the
 HX0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0650.degrees latitude (g = 980.6199 gals.).
 HX0650
 HX0650.The modeled gravity was interpolated from observed gravity values.
 HX0650
 HX0650;                    North         East    Units  Estimated Accuracy
 HX0650;SPC WV S     -   151,300.      685,530.      MT  (+/- 180 meters Scaled)
 HX0650
 HX0650                          SUPERSEDED SURVEY CONTROL
 HX0650
 HX0650  NGVD 29 (??/??/92)  769.324  (m)         2524.02   (f) ADJ UNCH    2 0
 HX0650
 HX0650.Superseded values are not recommended for survey control.
 HX0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0650.See file dsdata.txt to determine how the superseded data were derived.
 HX0650
 HX0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC855461(NAD 83)
 HX0650_MARKER: DB = BENCH MARK DISK
 HX0650_SETTING: 80 = SET IN A BOULDER
 HX0650_SP_SET: BOULDER
 HX0650_STAMPING: C 253 1962
 HX0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0650+STABILITY: SURFACE MOTION
 HX0650
 HX0650  HISTORY     - Date     Condition        Report By
 HX0650  HISTORY     - 1962     MONUMENTED       CGS
 HX0650
 HX0650                          STATION DESCRIPTION
 HX0650
 HX0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0650'4.3 MI NW FROM CLOVER LICK.
 HX0650'4.3 MILES WEST AND NORTHWEST ALONG A BLACK TOP AND GRAVEL ROAD
 HX0650'FROM THE POST OFFICE AT CLOVER LICK, 12 FEET EAST OF CENTER LINE
 HX0650'OF ROAD, ABOUT 3 FEET ABOVE LEVEL OF ROAD, 4 FEET SOUTH OF NORTH
 HX0650'END OF BOULDER, 1.5 FEET EAST OF WEST END OF BOULDER, AND SET
 HX0650'ON TOP OF A 5 FOOT LONG-BY-4 FOOT HIGH EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0063 ***********************************************************************
 HX0063  DESIGNATION -  C 254
 HX0063  PID         -  HX0063
 HX0063  STATE/COUNTY-  WV/RANDOLPH
 HX0063  USGS QUAD   -  VALLEY HEAD (1995)
 HX0063
 HX0063                         *CURRENT SURVEY CONTROL
 HX0063  ___________________________________________________________________
 HX0063* NAD 83(1986)-  38 37 19.     (N)    080 01 56.     (W)     SCALED    
 HX0063* NAVD 88     -       658.388  (meters)    2160.06   (feet)  ADJUSTED  
 HX0063  ___________________________________________________________________
 HX0063  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HX0063  DYNAMIC HT  -         657.886 (meters)    2158.41  (feet)  COMP
 HX0063  MODELED GRAV-     979,845.0   (mgal)                       NAVD 88
 HX0063
 HX0063  VERT ORDER  -  FIRST     CLASS II
 HX0063
 HX0063.The horizontal coordinates were scaled from a topographic map and have
 HX0063.an estimated accuracy of +/- 6 seconds.
 HX0063
 HX0063.The orthometric height was determined by differential leveling
 HX0063.and adjusted by the National Geodetic Survey in June 1991..
 HX0063
 HX0063.The geoid height was determined by GEOID03.
 HX0063
 HX0063.The dynamic height is computed by dividing the NAVD 88
 HX0063.geopotential number by the normal gravity value computed on the
 HX0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0063.degrees latitude (g = 980.6199 gals.).
 HX0063
 HX0063.The modeled gravity was interpolated from observed gravity values.
 HX0063
 HX0063;                    North         East    Units  Estimated Accuracy
 HX0063;SPC WV S     -   180,460.      684,270.      MT  (+/- 180 meters Scaled)
 HX0063
 HX0063                          SUPERSEDED SURVEY CONTROL
 HX0063
 HX0063  NGVD 29 (??/??/92)  658.527  (m)         2160.52   (f) ADJ UNCH    1 2
 HX0063
 HX0063.Superseded values are not recommended for survey control.
 HX0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0063.See file dsdata.txt to determine how the superseded data were derived.
 HX0063
 HX0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC842752(NAD 83)
 HX0063_MARKER: DB = BENCH MARK DISK
 HX0063_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX0063_STAMPING: C 254 1962
 HX0063_MARK LOGO: CGS   
 HX0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0063+STABILITY: SURFACE MOTION
 HX0063
 HX0063  HISTORY     - Date     Condition        Report By
 HX0063  HISTORY     - 1962     MONUMENTED       CGS
 HX0063  HISTORY     - 1983     GOOD             NGS
 HX0063
 HX0063                          STATION DESCRIPTION
 HX0063
 HX0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0063'5.4 MI NE FROM VALLEY HEAD.
 HX0063'ABOUT 5.4 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE
 HX0063'JUNCTION OF STATE HIGHWAY 15 AND U.S. HIGHWAY 219 AT VALLEY HEAD,
 HX0063'15 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, ABOUT 1 FOOT BELOW
 HX0063'LEVEL OF HIGHWAY, AND SET ON TOP OF NORTHWEST END OF SOUTHWEST
 HX0063'CONCRETE ABUTMENT OF 26 FOOT BRIDGE OVER CLAY RUN.
 HX0063
 HX0063                          STATION RECOVERY (1983)
 HX0063
 HX0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0677 ***********************************************************************
 HX0677  DESIGNATION -  C 255
 HX0677  PID         -  HX0677
 HX0677  STATE/COUNTY-  WV/WEBSTER
 HX0677  USGS QUAD   -  BERGOO (1995)
 HX0677
 HX0677                         *CURRENT SURVEY CONTROL
 HX0677  ___________________________________________________________________
 HX0677* NAD 83(1986)-  38 25 44.     (N)    080 16 04.     (W)     SCALED    
 HX0677* NAVD 88     -       823.983  (meters)    2703.35   (feet)  ADJUSTED  
 HX0677  ___________________________________________________________________
 HX0677  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HX0677  DYNAMIC HT  -         823.327 (meters)    2701.20  (feet)  COMP
 HX0677  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 HX0677
 HX0677  VERT ORDER  -  SECOND    CLASS 0
 HX0677
 HX0677.The horizontal coordinates were scaled from a topographic map and have
 HX0677.an estimated accuracy of +/- 6 seconds.
 HX0677
 HX0677.The orthometric height was determined by differential leveling
 HX0677.and adjusted by the National Geodetic Survey in June 1991..
 HX0677
 HX0677.The geoid height was determined by GEOID03.
 HX0677
 HX0677.The dynamic height is computed by dividing the NAVD 88
 HX0677.geopotential number by the normal gravity value computed on the
 HX0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0677.degrees latitude (g = 980.6199 gals.).
 HX0677
 HX0677.The modeled gravity was interpolated from observed gravity values.
 HX0677
 HX0677;                    North         East    Units  Estimated Accuracy
 HX0677;SPC WV S     -   158,840.      663,930.      MT  (+/- 180 meters Scaled)
 HX0677
 HX0677                          SUPERSEDED SURVEY CONTROL
 HX0677
 HX0677  NGVD 29 (??/??/92)  824.100  (m)         2703.73   (f) ADJ UNCH    2 0
 HX0677
 HX0677.Superseded values are not recommended for survey control.
 HX0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0677.See file dsdata.txt to determine how the superseded data were derived.
 HX0677
 HX0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC639536(NAD 83)
 HX0677_MARKER: DB = BENCH MARK DISK
 HX0677_SETTING: 66 = SET IN ROCK OUTCROP
 HX0677_SP_SET: ROCK BANK
 HX0677_STAMPING: C 255 1962
 HX0677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0677+STABILITY: POSITION/ELEVATION WELL
 HX0677
 HX0677  HISTORY     - Date     Condition        Report By
 HX0677  HISTORY     - 1962     MONUMENTED       CGS
 HX0677
 HX0677                          STATION DESCRIPTION
 HX0677
 HX0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0677'13.7 MI SE FROM BOLAIR.
 HX0677'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0677'BOLAIR, THENCE ABOUT 13.5 MILES SOUTHEAST ALONG GAULEY RIVER
 HX0677'ROAD, ABOUT 0.25 MILE WEST OF A LARGE COAL TIPPLE AND CLEANING
 HX0677'PLANT, SET VERTICALLY ON THE WEST SLOPE OF A HILL IN A V SHAPED
 HX0677'ROCK THAT IS ABOUT 3-FOOT HIGH AND IS PART OF A 4-FOOT BANK, AT
 HX0677'THE NORTHWEST CORNER OF THE ROCK, 16 FEET SOUTH OF THE CENTER
 HX0677'LINE OF THE ROAD, AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HX0677'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0528 ***********************************************************************
 HX0528  DESIGNATION -  C 256
 HX0528  PID         -  HX0528
 HX0528  STATE/COUNTY-  WV/WEBSTER
 HX0528  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0528
 HX0528                         *CURRENT SURVEY CONTROL
 HX0528  ___________________________________________________________________
 HX0528* NAD 83(1986)-  38 28 17.     (N)    080 24 01.     (W)     SCALED    
 HX0528* NAVD 88     -       461.580  (meters)    1514.37   (feet)  ADJUSTED  
 HX0528  ___________________________________________________________________
 HX0528  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HX0528  DYNAMIC HT  -         461.237 (meters)    1513.24  (feet)  COMP
 HX0528  MODELED GRAV-     979,871.6   (mgal)                       NAVD 88
 HX0528
 HX0528  VERT ORDER  -  SECOND    CLASS 0
 HX0528
 HX0528.The horizontal coordinates were scaled from a topographic map and have
 HX0528.an estimated accuracy of +/- 6 seconds.
 HX0528
 HX0528.The orthometric height was determined by differential leveling
 HX0528.and adjusted by the National Geodetic Survey in June 1991..
 HX0528
 HX0528.The geoid height was determined by GEOID03.
 HX0528
 HX0528.The dynamic height is computed by dividing the NAVD 88
 HX0528.geopotential number by the normal gravity value computed on the
 HX0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0528.degrees latitude (g = 980.6199 gals.).
 HX0528
 HX0528.The modeled gravity was interpolated from observed gravity values.
 HX0528
 HX0528;                    North         East    Units  Estimated Accuracy
 HX0528;SPC WV S     -   163,480.      652,330.      MT  (+/- 180 meters Scaled)
 HX0528
 HX0528                          SUPERSEDED SURVEY CONTROL
 HX0528
 HX0528  NGVD 29 (??/??/92)  461.746  (m)         1514.91   (f) ADJ UNCH    2 0
 HX0528
 HX0528.Superseded values are not recommended for survey control.
 HX0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0528.See file dsdata.txt to determine how the superseded data were derived.
 HX0528
 HX0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC523582(NAD 83)
 HX0528_MARKER: DB = BENCH MARK DISK
 HX0528_SETTING: 66 = SET IN ROCK OUTCROP
 HX0528_SP_SET: ROCK CUT
 HX0528_STAMPING: C 256 1962
 HX0528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0528+STABILITY: POSITION/ELEVATION WELL
 HX0528
 HX0528  HISTORY     - Date     Condition        Report By
 HX0528  HISTORY     - 1962     MONUMENTED       CGS
 HX0528
 HX0528                          STATION DESCRIPTION
 HX0528
 HX0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0528'0.8 MI SE FROM WEBSTER SPRINGS.
 HX0528'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE COURT HOUSE
 HX0528'AT WEBSTER SPRINGS, ABOUT 0.1 MILE NORTHWEST OF NORTHWEST EDGE
 HX0528'OF SMALL TOWN OF CHERRY FALLS, 17.5 FEET NORTHEAST OF CENTER
 HX0528'LINE OF HIGHWAY, 2 FEET ABOVE GROUND, ABOUT 2 FEET ABOVE HIGHWAY
 HX0528'LEVEL, 60 FEET NORTHWEST OF SOUTHEAST END OF CUT, AND SET
 HX0528'VERTICALLY IN SOUTHWEST FACE OF A ROCK CUT THAT IS ABOUT 45
 HX0528'YARDS LONG-BY-6 FOOT HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0021 ***********************************************************************
 HX0021  DESIGNATION -  C 257
 HX0021  PID         -  HX0021
 HX0021  STATE/COUNTY-  WV/WEBSTER
 HX0021  USGS QUAD   -  SAMP (1995)
 HX0021
 HX0021                         *CURRENT SURVEY CONTROL
 HX0021  ___________________________________________________________________
 HX0021* NAD 83(1986)-  38 33 02.     (N)    080 13 19.     (W)     SCALED    
 HX0021* NAVD 88     -      1072.796  (meters)    3519.66   (feet)  ADJUSTED  
 HX0021  ___________________________________________________________________
 HX0021  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HX0021  DYNAMIC HT  -        1071.916 (meters)    3516.78  (feet)  COMP
 HX0021  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 HX0021
 HX0021  VERT ORDER  -  SECOND    CLASS 0
 HX0021
 HX0021.The horizontal coordinates were scaled from a topographic map and have
 HX0021.an estimated accuracy of +/- 6 seconds.
 HX0021
 HX0021.The orthometric height was determined by differential leveling
 HX0021.and adjusted by the National Geodetic Survey in June 1991..
 HX0021
 HX0021.The geoid height was determined by GEOID03.
 HX0021
 HX0021.The dynamic height is computed by dividing the NAVD 88
 HX0021.geopotential number by the normal gravity value computed on the
 HX0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0021.degrees latitude (g = 980.6199 gals.).
 HX0021
 HX0021.The modeled gravity was interpolated from observed gravity values.
 HX0021
 HX0021;                    North         East    Units  Estimated Accuracy
 HX0021;SPC WV S     -   172,380.      667,820.      MT  (+/- 180 meters Scaled)
 HX0021
 HX0021                          SUPERSEDED SURVEY CONTROL
 HX0021
 HX0021  NGVD 29 (??/??/92) 1072.894  (m)         3519.99   (f) ADJ UNCH    2 0
 HX0021
 HX0021.Superseded values are not recommended for survey control.
 HX0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0021.See file dsdata.txt to determine how the superseded data were derived.
 HX0021
 HX0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC677671(NAD 83)
 HX0021_MARKER: DB = BENCH MARK DISK
 HX0021_SETTING: 66 = SET IN ROCK OUTCROP
 HX0021_SP_SET: ROCK CUT
 HX0021_STAMPING: C 257 1962
 HX0021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0021+STABILITY: POSITION/ELEVATION WELL
 HX0021
 HX0021  HISTORY     - Date     Condition        Report By
 HX0021  HISTORY     - 1962     MONUMENTED       CGS
 HX0021
 HX0021                          STATION DESCRIPTION
 HX0021
 HX0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0021'0.7 MI E FROM WANETA.
 HX0021'ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0021'AT WANETA, AT THE NORTH END OF A CURVE, 105 FEET SOUTH OF WEST
 HX0021'END OF A 24 INCH PIPE CULVERT, 21.8 FEET WEST OF CENTER LINE
 HX0021'OF HIGHWAY, ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY, AND SET ON TOP
 HX0021'OF A 5 FOOT LONG-BY-2 FOOT HIGH LEDGE THAT IS PART OF A ROCK
 HX0021'CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0181 ***********************************************************************
 HX0181  DESIGNATION -  C 259
 HX0181  PID         -  HX0181
 HX0181  STATE/COUNTY-  WV/WEBSTER
 HX0181  USGS QUAD   -  DIANA (1982)
 HX0181
 HX0181                         *CURRENT SURVEY CONTROL
 HX0181  ___________________________________________________________________
 HX0181* NAD 83(1986)-  38 34 42.     (N)    080 24 03.     (W)     SCALED    
 HX0181* NAVD 88     -       632.363  (meters)    2074.68   (feet)  ADJUSTED  
 HX0181  ___________________________________________________________________
 HX0181  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HX0181  DYNAMIC HT  -         631.899 (meters)    2073.16  (feet)  COMP
 HX0181  MODELED GRAV-     979,873.2   (mgal)                       NAVD 88
 HX0181
 HX0181  VERT ORDER  -  SECOND    CLASS 0
 HX0181
 HX0181.The horizontal coordinates were scaled from a topographic map and have
 HX0181.an estimated accuracy of +/- 6 seconds.
 HX0181
 HX0181.The orthometric height was determined by differential leveling
 HX0181.and adjusted by the National Geodetic Survey in June 1991..
 HX0181
 HX0181.The geoid height was determined by GEOID03.
 HX0181
 HX0181.The dynamic height is computed by dividing the NAVD 88
 HX0181.geopotential number by the normal gravity value computed on the
 HX0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0181.degrees latitude (g = 980.6199 gals.).
 HX0181
 HX0181.The modeled gravity was interpolated from observed gravity values.
 HX0181
 HX0181;                    North         East    Units  Estimated Accuracy
 HX0181;SPC WV S     -   175,350.      652,210.      MT  (+/- 180 meters Scaled)
 HX0181
 HX0181                          SUPERSEDED SURVEY CONTROL
 HX0181
 HX0181  NGVD 29 (??/??/92)  632.523  (m)         2075.20   (f) ADJ UNCH    2 0
 HX0181
 HX0181.Superseded values are not recommended for survey control.
 HX0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0181.See file dsdata.txt to determine how the superseded data were derived.
 HX0181
 HX0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC521701(NAD 83)
 HX0181_MARKER: DB = BENCH MARK DISK
 HX0181_SETTING: 66 = SET IN ROCK OUTCROP
 HX0181_SP_SET: ROCK CUT
 HX0181_STAMPING: C 259 1962
 HX0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0181+STABILITY: POSITION/ELEVATION WELL
 HX0181
 HX0181  HISTORY     - Date     Condition        Report By
 HX0181  HISTORY     - 1962     MONUMENTED       CGS
 HX0181
 HX0181                          STATION DESCRIPTION
 HX0181
 HX0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0181'4.2 MI NE FROM DIANA.
 HX0181'ABOUT 4.2 MILE EAST AND THEN NORTH ALONG STATE HIGHWAY 20 FROM
 HX0181'THE POST OFFICE AT DIANA, ON THE INSIDE OF A CURVE WITH THE
 HX0181'TANGENTS EXTENDING TO THE NORTHWEST AND SOUTH, SET VERTICALLY
 HX0181'IN THE EAST FACE OF A ROCK CUT, 17 1/2 FEET WEST OF THE CENTER
 HX0181'LINE OF THE HIGHWAY, 163 FEET SOUTH OF THE NORTH END OF THE
 HX0181'ROCK CUT, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1009 ***********************************************************************
 JX1009  DESIGNATION -  C 26
 JX1009  PID         -  JX1009
 JX1009  STATE/COUNTY-  WV/RITCHIE
 JX1009  USGS QUAD   -  HARRISVILLE (1975)
 JX1009
 JX1009                         *CURRENT SURVEY CONTROL
 JX1009  ___________________________________________________________________
 JX1009* NAD 83(1986)-  39 08 33.     (N)    081 02 48.     (W)     SCALED    
 JX1009* NAVD 88     -       232.953  (meters)     764.28   (feet)  ADJUSTED  
 JX1009  ___________________________________________________________________
 JX1009  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX1009  DYNAMIC HT  -         232.806 (meters)     763.80  (feet)  COMP
 JX1009  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 JX1009
 JX1009  VERT ORDER  -  SECOND    CLASS 0
 JX1009
 JX1009.The horizontal coordinates were scaled from a topographic map and have
 JX1009.an estimated accuracy of +/- 6 seconds.
 JX1009
 JX1009.The orthometric height was determined by differential leveling
 JX1009.and adjusted by the National Geodetic Survey in June 1991..
 JX1009
 JX1009.The geoid height was determined by GEOID03.
 JX1009
 JX1009.The dynamic height is computed by dividing the NAVD 88
 JX1009.geopotential number by the normal gravity value computed on the
 JX1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1009.degrees latitude (g = 980.6199 gals.).
 JX1009
 JX1009.The modeled gravity was interpolated from observed gravity values.
 JX1009
 JX1009;                    North         East    Units  Estimated Accuracy
 JX1009;SPC WV N     -    72,480.      466,300.      MT  (+/- 180 meters Scaled)
 JX1009
 JX1009                          SUPERSEDED SURVEY CONTROL
 JX1009
 JX1009  NGVD 29 (??/??/92)  233.124  (m)          764.84   (f) ADJ UNCH    2 0
 JX1009
 JX1009.Superseded values are not recommended for survey control.
 JX1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1009.See file dsdata.txt to determine how the superseded data were derived.
 JX1009
 JX1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD959325(NAD 83)
 JX1009_MARKER: DB = BENCH MARK DISK
 JX1009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1009_SP_SET: BRIDGE
 JX1009_STAMPING: C 26 1935
 JX1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1009
 JX1009  HISTORY     - Date     Condition        Report By
 JX1009  HISTORY     - 1935     MONUMENTED       CGS
 JX1009
 JX1009                          STATION DESCRIPTION
 JX1009
 JX1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX1009'5.3 MI S FROM HARRISVILLE.
 JX1009'5.3 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 JX1009'AT HARRISVILLE, RITCHIE COUNTY, AT WASHBURN, AT THE WEST END
 JX1009'OF A BRIDGE OVER INDIA CREEK, IN THE TOP OF A LIMESTONE ABUTMENT,
 JX1009'45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 12 FEET
 JX1009'NORTH OF THE CENTER OF THE JUNCTION OF THE FIVE FORK ROAD.  A
 JX1009'STANDARD DISK, STAMPED C 26 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1660 ***********************************************************************
 HX1660  DESIGNATION -  C 260
 HX1660  PID         -  HX1660
 HX1660  STATE/COUNTY-  WV/BRAXTON
 HX1660  USGS QUAD   -  NEWVILLE (1976)
 HX1660
 HX1660                         *CURRENT SURVEY CONTROL
 HX1660  ___________________________________________________________________
 HX1660* NAD 83(1986)-  38 39 52.     (N)    080 31 43.     (W)     SCALED    
 HX1660* NAVD 88     -       316.558  (meters)    1038.57   (feet)  ADJUSTED  
 HX1660  ___________________________________________________________________
 HX1660  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HX1660  DYNAMIC HT  -         316.343 (meters)    1037.87  (feet)  COMP
 HX1660  MODELED GRAV-     979,938.2   (mgal)                       NAVD 88
 HX1660
 HX1660  VERT ORDER  -  SECOND    CLASS 0
 HX1660
 HX1660.The horizontal coordinates were scaled from a topographic map and have
 HX1660.an estimated accuracy of +/- 6 seconds.
 HX1660
 HX1660.The orthometric height was determined by differential leveling
 HX1660.and adjusted by the National Geodetic Survey in June 1991..
 HX1660
 HX1660.The geoid height was determined by GEOID03.
 HX1660
 HX1660.The dynamic height is computed by dividing the NAVD 88
 HX1660.geopotential number by the normal gravity value computed on the
 HX1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1660.degrees latitude (g = 980.6199 gals.).
 HX1660
 HX1660.The modeled gravity was interpolated from observed gravity values.
 HX1660
 HX1660;                    North         East    Units  Estimated Accuracy
 HX1660;SPC WV S     -   184,840.      641,030.      MT  (+/- 180 meters Scaled)
 HX1660
 HX1660                          SUPERSEDED SURVEY CONTROL
 HX1660
 HX1660  NGVD 29 (??/??/92)  316.739  (m)         1039.17   (f) ADJ UNCH    2 0
 HX1660
 HX1660.Superseded values are not recommended for survey control.
 HX1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1660.See file dsdata.txt to determine how the superseded data were derived.
 HX1660
 HX1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC410796(NAD 83)
 HX1660_MARKER: DB = BENCH MARK DISK
 HX1660_SETTING: 66 = SET IN ROCK OUTCROP
 HX1660_SP_SET: EMBEDDED ROCK
 HX1660_STAMPING: C 260 1962
 HX1660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1660+STABILITY: POSITION/ELEVATION WELL
 HX1660
 HX1660  HISTORY     - Date     Condition        Report By
 HX1660  HISTORY     - 1962     MONUMENTED       CGS
 HX1660
 HX1660                          STATION DESCRIPTION
 HX1660
 HX1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1660'6 MI NW FROM GUARDIAN.
 HX1660'ABOUT 6.0 MILES NORTHWEST ALONG THE HOLLY RIVER ROAD THAT FOLLOWS
 HX1660'ALONG THE RIGHT FORK OF THE HOLLY RIVER FROM THE POST OFFICE AT
 HX1660'GUARDIAN, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX1660'TO THE SOUTHWEST AND SOUTHEAST, SET ON TOP OF A ROCK THAT IS
 HX1660'ABOUT 12-BY 21-FOOT LONG AND EMBEDDED IN THE GROUND, 34 FEET
 HX1660'SOUTH OF THE CENTER LINE OF THE ROAD, 4 FEET WEST OF THE EAST END
 HX1660'OF THE ROCK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0275 ***********************************************************************
 HX0275  DESIGNATION -  C 261
 HX0275  PID         -  HX0275
 HX0275  STATE/COUNTY-  WV/WEBSTER
 HX0275  USGS QUAD   -  SKELT (1982)
 HX0275
 HX0275                         *CURRENT SURVEY CONTROL
 HX0275  ___________________________________________________________________
 HX0275* NAD 83(1986)-  38 34 21.     (N)    080 17 44.     (W)     SCALED    
 HX0275* NAVD 88     -       755.108  (meters)    2477.38   (feet)  ADJUSTED  
 HX0275  ___________________________________________________________________
 HX0275  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX0275  DYNAMIC HT  -         754.502 (meters)    2475.40  (feet)  COMP
 HX0275  MODELED GRAV-     979,800.9   (mgal)                       NAVD 88
 HX0275
 HX0275  VERT ORDER  -  SECOND    CLASS 0
 HX0275
 HX0275.The horizontal coordinates were scaled from a topographic map and have
 HX0275.an estimated accuracy of +/- 6 seconds.
 HX0275
 HX0275.The orthometric height was determined by differential leveling
 HX0275.and adjusted by the National Geodetic Survey in June 1991..
 HX0275
 HX0275.The geoid height was determined by GEOID03.
 HX0275
 HX0275.The dynamic height is computed by dividing the NAVD 88
 HX0275.geopotential number by the normal gravity value computed on the
 HX0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0275.degrees latitude (g = 980.6199 gals.).
 HX0275
 HX0275.The modeled gravity was interpolated from observed gravity values.
 HX0275
 HX0275;                    North         East    Units  Estimated Accuracy
 HX0275;SPC WV S     -   174,770.      661,390.      MT  (+/- 180 meters Scaled)
 HX0275
 HX0275                          SUPERSEDED SURVEY CONTROL
 HX0275
 HX0275  NGVD 29 (??/??/92)  755.219  (m)         2477.75   (f) ADJ UNCH    2 0
 HX0275
 HX0275.Superseded values are not recommended for survey control.
 HX0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0275.See file dsdata.txt to determine how the superseded data were derived.
 HX0275
 HX0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC613695(NAD 83)
 HX0275_MARKER: DB = BENCH MARK DISK
 HX0275_SETTING: 80 = SET IN A BOULDER
 HX0275_SP_SET: BOULDER
 HX0275_STAMPING: C 261 1962
 HX0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0275+STABILITY: SURFACE MOTION
 HX0275
 HX0275  HISTORY     - Date     Condition        Report By
 HX0275  HISTORY     - 1962     MONUMENTED       CGS
 HX0275
 HX0275                          STATION DESCRIPTION
 HX0275
 HX0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0275'10 MI E FROM DIANA.
 HX0275'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0275'AT DIANA, THENCE ABOUT 7.75 MILES EAST AND THEN NORTHEAST ALONG
 HX0275'A GRAVEL ROAD THAT LEADS TO PICKENS, ON THE INSIDE OF A CURVE
 HX0275'WITH TANGENTS EXTENDING NORTHWEST AND SOUTHWEST, SET VERTICALLY
 HX0275'IN THE SOUTHEAST FACE OF A BOULDER THAT IS EMBEDDED IN THE ROAD
 HX0275'BANK, 13 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 19 FEET
 HX0275'NORTHEAST OF THE SOUTHWEST END OF THE BOULDER, AND ABOUT 2 FEET
 HX0275'ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK CAN ALSO
 HX0275'BE REACHED BY GOING ABOUT 8.9 MILES SOUTHWEST ALONG A GRAVEL
 HX0275'ROAD LEADING TO SKELT FROM THE POST OFFICE AT PICKENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0303 ***********************************************************************
 HX0303  DESIGNATION -  C 262
 HX0303  PID         -  HX0303
 HX0303  STATE/COUNTY-  WV/WEBSTER
 HX0303  USGS QUAD   -  GOSHEN (1987)
 HX0303
 HX0303                         *CURRENT SURVEY CONTROL
 HX0303  ___________________________________________________________________
 HX0303* NAD 83(1986)-  38 40 37.     (N)    080 18 49.     (W)     SCALED    
 HX0303* NAVD 88     -       733.727  (meters)    2407.24   (feet)  ADJUSTED  
 HX0303  ___________________________________________________________________
 HX0303  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HX0303  DYNAMIC HT  -         733.184 (meters)    2405.45  (feet)  COMP
 HX0303  MODELED GRAV-     979,863.3   (mgal)                       NAVD 88
 HX0303
 HX0303  VERT ORDER  -  SECOND    CLASS 0
 HX0303
 HX0303.The horizontal coordinates were scaled from a topographic map and have
 HX0303.an estimated accuracy of +/- 6 seconds.
 HX0303
 HX0303.The orthometric height was determined by differential leveling
 HX0303.and adjusted by the National Geodetic Survey in June 1991..
 HX0303
 HX0303.The geoid height was determined by GEOID03.
 HX0303
 HX0303.The dynamic height is computed by dividing the NAVD 88
 HX0303.geopotential number by the normal gravity value computed on the
 HX0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0303.degrees latitude (g = 980.6199 gals.).
 HX0303
 HX0303.The modeled gravity was interpolated from observed gravity values.
 HX0303
 HX0303;                    North         East    Units  Estimated Accuracy
 HX0303;SPC WV S     -   186,350.      659,730.      MT  (+/- 180 meters Scaled)
 HX0303
 HX0303                          SUPERSEDED SURVEY CONTROL
 HX0303
 HX0303  NGVD 29 (??/??/92)  733.882  (m)         2407.74   (f) ADJ UNCH    2 0
 HX0303
 HX0303.Superseded values are not recommended for survey control.
 HX0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0303.See file dsdata.txt to determine how the superseded data were derived.
 HX0303
 HX0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC597811(NAD 83)
 HX0303_MARKER: DB = BENCH MARK DISK
 HX0303_SETTING: 80 = SET IN A BOULDER
 HX0303_SP_SET: BOULDER
 HX0303_STAMPING: C 262 1962
 HX0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0303+STABILITY: SURFACE MOTION
 HX0303
 HX0303  HISTORY     - Date     Condition        Report By
 HX0303  HISTORY     - 1962     MONUMENTED       CGS
 HX0303
 HX0303                          STATION DESCRIPTION
 HX0303
 HX0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0303'7.9 MI NE FROM HACKER VALLEY.
 HX0303'ABOUT 3.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0303'OFFICE AT HACKER VALLEY, THENCE 1.8 MILE EAST ALONG COUNTY ROAD
 HX0303'20/4, THENCE ABOUT 3.1 MILES EAST ALONG COUNTY ROAD 2, ON THE
 HX0303'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING TO THE NORTH AND
 HX0303'NORTHWEST, SET ON TOP OF A ROCK THAT IS ABOUT 7-BY 15-FOOT
 HX0303'LONG, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 11 FEET
 HX0303'EAST OF THE CENTER LINE OF A TRAIL ROAD LEADING SOUTHEAST, 1 FOOT
 HX0303'EAST OF THE WEST EDGE OF THE ROCK, AND ABOUT 3 FEET ABOVE THE
 HX0303'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0245 ***********************************************************************
 HX0245  DESIGNATION -  C 263
 HX0245  PID         -  HX0245
 HX0245  STATE/COUNTY-  WV/WEBSTER
 HX0245  USGS QUAD   -  HACKER VALLEY (1967)
 HX0245
 HX0245                         *CURRENT SURVEY CONTROL
 HX0245  ___________________________________________________________________
 HX0245* NAD 83(1986)-  38 39 24.     (N)    080 26 12.     (W)     SCALED    
 HX0245* NAVD 88     -       471.338  (meters)    1546.38   (feet)  ADJUSTED  
 HX0245  ___________________________________________________________________
 HX0245  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 HX0245  DYNAMIC HT  -         471.012 (meters)    1545.31  (feet)  COMP
 HX0245  MODELED GRAV-     979,923.0   (mgal)                       NAVD 88
 HX0245
 HX0245  VERT ORDER  -  SECOND    CLASS 0
 HX0245
 HX0245.The horizontal coordinates were scaled from a topographic map and have
 HX0245.an estimated accuracy of +/- 6 seconds.
 HX0245
 HX0245.The orthometric height was determined by differential leveling
 HX0245.and adjusted by the National Geodetic Survey in June 1991..
 HX0245
 HX0245.The geoid height was determined by GEOID03.
 HX0245
 HX0245.The dynamic height is computed by dividing the NAVD 88
 HX0245.geopotential number by the normal gravity value computed on the
 HX0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0245.degrees latitude (g = 980.6199 gals.).
 HX0245
 HX0245.The modeled gravity was interpolated from observed gravity values.
 HX0245
 HX0245;                    North         East    Units  Estimated Accuracy
 HX0245;SPC WV S     -   184,020.      649,030.      MT  (+/- 180 meters Scaled)
 HX0245
 HX0245                          SUPERSEDED SURVEY CONTROL
 HX0245
 HX0245  NGVD 29 (??/??/92)  471.516  (m)         1546.97   (f) ADJ UNCH    2 0
 HX0245
 HX0245.Superseded values are not recommended for survey control.
 HX0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0245.See file dsdata.txt to determine how the superseded data were derived.
 HX0245
 HX0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC490788(NAD 83)
 HX0245_MARKER: DB = BENCH MARK DISK
 HX0245_SETTING: 66 = SET IN ROCK OUTCROP
 HX0245_SP_SET: ROCK
 HX0245_STAMPING: C 263 1962
 HX0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0245+STABILITY: POSITION/ELEVATION WELL
 HX0245
 HX0245  HISTORY     - Date     Condition        Report By
 HX0245  HISTORY     - 1962     MONUMENTED       CGS
 HX0245
 HX0245                          STATION DESCRIPTION
 HX0245
 HX0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0245'3.8 MI NW FROM HACKER VALLEY.
 HX0245'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0245'OFFICE AT HACKER VALLEY, THENCE 3.7 MILES NORTHWEST ALONG REPLETE
 HX0245'ROAD, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX0245'TO THE EAST AND NORTH, SET ON TOP OF A SMALL ROCK THAT IS ABOUT
 HX0245'4-BY 12-FOOT LONG AND IS EMBEDDED IN A SMALL STREAM, 42 FEET SOUTH
 HX0245'OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF THE NORTH END
 HX0245'OF THE ROCK, 29 FEET SOUTH OF A WOODEN FENCE, AND ABOUT 6 FEET
 HX0245'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1572 ***********************************************************************
 HX1572  DESIGNATION -  C 264
 HX1572  PID         -  HX1572
 HX1572  STATE/COUNTY-  WV/BRAXTON
 HX1572  USGS QUAD   -  NEWVILLE (1976)
 HX1572
 HX1572                         *CURRENT SURVEY CONTROL
 HX1572  ___________________________________________________________________
 HX1572* NAD 83(1986)-  38 37 30.     (N)    080 34 04.     (W)     SCALED    
 HX1572* NAVD 88     -       308.179  (meters)    1011.08   (feet)  ADJUSTED  
 HX1572  ___________________________________________________________________
 HX1572  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HX1572  DYNAMIC HT  -         307.967 (meters)    1010.39  (feet)  COMP
 HX1572  MODELED GRAV-     979,930.6   (mgal)                       NAVD 88
 HX1572
 HX1572  VERT ORDER  -  SECOND    CLASS 0
 HX1572
 HX1572.The horizontal coordinates were scaled from a topographic map and have
 HX1572.an estimated accuracy of +/- 6 seconds.
 HX1572
 HX1572.The orthometric height was determined by differential leveling
 HX1572.and adjusted by the National Geodetic Survey in June 1991..
 HX1572
 HX1572.The geoid height was determined by GEOID03.
 HX1572
 HX1572.The dynamic height is computed by dividing the NAVD 88
 HX1572.geopotential number by the normal gravity value computed on the
 HX1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1572.degrees latitude (g = 980.6199 gals.).
 HX1572
 HX1572.The modeled gravity was interpolated from observed gravity values.
 HX1572
 HX1572;                    North         East    Units  Estimated Accuracy
 HX1572;SPC WV S     -   180,450.      637,640.      MT  (+/- 180 meters Scaled)
 HX1572
 HX1572                          SUPERSEDED SURVEY CONTROL
 HX1572
 HX1572  NGVD 29 (??/??/92)  308.365  (m)         1011.69   (f) ADJ UNCH    2 0
 HX1572
 HX1572.Superseded values are not recommended for survey control.
 HX1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1572.See file dsdata.txt to determine how the superseded data were derived.
 HX1572
 HX1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC376752(NAD 83)
 HX1572_MARKER: DB = BENCH MARK DISK
 HX1572_SETTING: 80 = SET IN A BOULDER
 HX1572_SP_SET: BOULDER
 HX1572_STAMPING: C 264 1962
 HX1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1572+STABILITY: SURFACE MOTION
 HX1572
 HX1572  HISTORY     - Date     Condition        Report By
 HX1572  HISTORY     - 1962     MONUMENTED       CGS
 HX1572
 HX1572                          STATION DESCRIPTION
 HX1572
 HX1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1572'0.8 MI N FROM CENTRALIA.
 HX1572'ABOUT 0.75 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1572'FROM THE STATION AT CENTRALIA, 0.1 MILE SOUTHEAST OF POLE 95-20,
 HX1572'SET ON TOP OF A 5 FOOT LONG-BY-2 FOOT WIDE BOULDER, 0.4 FOOT
 HX1572'NORTHEAST OF SOUTHWEST EDGE OF BOULDER, 21 FEET NORTHEAST OF NORTHEAST
 HX1572'RAIL OF MAIN TRACK, AND IS ABOUT 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0659 ***********************************************************************
 HX0659  DESIGNATION -  C 265
 HX0659  PID         -  HX0659
 HX0659  STATE/COUNTY-  WV/POCAHONTAS
 HX0659  USGS QUAD   -  MINGO (1995)
 HX0659
 HX0659                         *CURRENT SURVEY CONTROL
 HX0659  ___________________________________________________________________
 HX0659* NAD 83(1986)-  38 27 25.     (N)    080 00 38.     (W)     SCALED    
 HX0659* NAVD 88     -      1155.809  (meters)    3792.02   (feet)  ADJUSTED  
 HX0659  ___________________________________________________________________
 HX0659  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 HX0659  DYNAMIC HT  -        1154.869 (meters)    3788.93  (feet)  COMP
 HX0659  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 HX0659
 HX0659  VERT ORDER  -  SECOND    CLASS 0
 HX0659
 HX0659.The horizontal coordinates were scaled from a topographic map and have
 HX0659.an estimated accuracy of +/- 6 seconds.
 HX0659
 HX0659.The orthometric height was determined by differential leveling
 HX0659.and adjusted by the National Geodetic Survey in June 1991..
 HX0659
 HX0659.The geoid height was determined by GEOID03.
 HX0659
 HX0659.The dynamic height is computed by dividing the NAVD 88
 HX0659.geopotential number by the normal gravity value computed on the
 HX0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0659.degrees latitude (g = 980.6199 gals.).
 HX0659
 HX0659.The modeled gravity was interpolated from observed gravity values.
 HX0659
 HX0659;                    North         East    Units  Estimated Accuracy
 HX0659;SPC WV S     -   162,170.      686,360.      MT  (+/- 180 meters Scaled)
 HX0659
 HX0659                          SUPERSEDED SURVEY CONTROL
 HX0659
 HX0659  NGVD 29 (??/??/92) 1155.883  (m)         3792.26   (f) ADJ UNCH    2 0
 HX0659
 HX0659.Superseded values are not recommended for survey control.
 HX0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0659.See file dsdata.txt to determine how the superseded data were derived.
 HX0659
 HX0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC863569(NAD 83)
 HX0659_MARKER: DB = BENCH MARK DISK
 HX0659_SETTING: 80 = SET IN A BOULDER
 HX0659_SP_SET: BOULDER
 HX0659_STAMPING: C 265 1962
 HX0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0659+STABILITY: SURFACE MOTION
 HX0659
 HX0659  HISTORY     - Date     Condition        Report By
 HX0659  HISTORY     - 1962     MONUMENTED       CGS
 HX0659
 HX0659                          STATION DESCRIPTION
 HX0659
 HX0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0659'1.8 MI E FROM MACE.
 HX0659'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 HX0659'AT MACE, THENCE 0.3 MILE SOUTHEAST ALONG A TRAIL LEADING TO THE
 HX0659'WESTERN MARYLAND RAILWAY, THENCE 1.1 MILES EAST ALONG THE
 HX0659'WESTERN MARYLAND RAILWAY, ABOUT 0.2 MILE SOUTHEAST OF MILEPOST
 HX0659'C 43, ON TOP OF A EMBEDDED BOULDER THAT IS 10-BY 8-FOOT WIDE, 19
 HX0659'FEET NORTHEAST OF THE NORTH RAIL, AND ABOUT 2 FEET BELOW THE
 HX0659'LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1873 ***********************************************************************
 HW1873  DESIGNATION -  C 266
 HW1873  PID         -  HW1873
 HW1873  STATE/COUNTY-  WV/POCAHONTAS
 HW1873  USGS QUAD   -  CASS (1995)
 HW1873
 HW1873                         *CURRENT SURVEY CONTROL
 HW1873  ___________________________________________________________________
 HW1873* NAD 83(1986)-  38 26 14.     (N)    079 57 38.     (W)     SCALED    
 HW1873* NAVD 88     -      1193.168  (meters)    3914.59   (feet)  ADJUSTED  
 HW1873  ___________________________________________________________________
 HW1873  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HW1873  DYNAMIC HT  -        1192.216 (meters)    3911.46  (feet)  COMP
 HW1873  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 HW1873
 HW1873  VERT ORDER  -  SECOND    CLASS 0
 HW1873
 HW1873.The horizontal coordinates were scaled from a topographic map and have
 HW1873.an estimated accuracy of +/- 6 seconds.
 HW1873
 HW1873.The orthometric height was determined by differential leveling
 HW1873.and adjusted by the National Geodetic Survey in June 1991..
 HW1873
 HW1873.The geoid height was determined by GEOID03.
 HW1873
 HW1873.The dynamic height is computed by dividing the NAVD 88
 HW1873.geopotential number by the normal gravity value computed on the
 HW1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1873.degrees latitude (g = 980.6199 gals.).
 HW1873
 HW1873.The modeled gravity was interpolated from observed gravity values.
 HW1873
 HW1873;                    North         East    Units  Estimated Accuracy
 HW1873;SPC WV S     -   160,030.      690,740.      MT  (+/- 180 meters Scaled)
 HW1873
 HW1873                          SUPERSEDED SURVEY CONTROL
 HW1873
 HW1873  NGVD 29 (??/??/92) 1193.257  (m)         3914.88   (f) ADJ UNCH    2 0
 HW1873
 HW1873.Superseded values are not recommended for survey control.
 HW1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1873.See file dsdata.txt to determine how the superseded data were derived.
 HW1873
 HW1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC907548(NAD 83)
 HW1873_MARKER: DB = BENCH MARK DISK
 HW1873_SETTING: 66 = SET IN ROCK OUTCROP
 HW1873_SP_SET: ROCK LEDGE
 HW1873_STAMPING: C 266 1962
 HW1873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1873+STABILITY: POSITION/ELEVATION WELL
 HW1873
 HW1873  HISTORY     - Date     Condition        Report By
 HW1873  HISTORY     - 1962     MONUMENTED       CGS
 HW1873
 HW1873                          STATION DESCRIPTION
 HW1873
 HW1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1873'7.2 MI NW FROM CASS.
 HW1873'ABOUT 7.2 MILES NORTH AND NORTHWEST ALONG THE CHEAT AND BALD
 HW1873'KNOB SCENIC RAILROAD FROM THE POST OFFICE AT CASS, SET VERTICALLY
 HW1873'IN THE SOUTHEAST FACE OF A 36 FOOT LONG-BY-8 FOOT HIGH ROCK
 HW1873'LEDGE, 10 FEET SOUTHWEST OF NORTHEAST END, 12 FEET NORTHWEST
 HW1873'OF NORTHWEST RAIL, AND ABOUT 4 1/2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1605 ***********************************************************************
 HX1605  DESIGNATION -  C 267
 HX1605  PID         -  HX1605
 HX1605  STATE/COUNTY-  WV/BRAXTON
 HX1605  USGS QUAD   -  ORLANDO (1989)
 HX1605
 HX1605                         *CURRENT SURVEY CONTROL
 HX1605  ___________________________________________________________________
 HX1605* NAD 83(1986)-  38 46 07.     (N)    080 36 58.     (W)     SCALED    
 HX1605* NAVD 88     -       245.470  (meters)     805.35   (feet)  ADJUSTED  
 HX1605  ___________________________________________________________________
 HX1605  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HX1605  DYNAMIC HT  -         245.309 (meters)     804.82  (feet)  COMP
 HX1605  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 HX1605
 HX1605  VERT ORDER  -  SECOND    CLASS 0
 HX1605
 HX1605.The horizontal coordinates were scaled from a topographic map and have
 HX1605.an estimated accuracy of +/- 6 seconds.
 HX1605
 HX1605.The orthometric height was determined by differential leveling
 HX1605.and adjusted by the National Geodetic Survey in June 1991..
 HX1605
 HX1605.The geoid height was determined by GEOID03.
 HX1605
 HX1605.The dynamic height is computed by dividing the NAVD 88
 HX1605.geopotential number by the normal gravity value computed on the
 HX1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1605.degrees latitude (g = 980.6199 gals.).
 HX1605
 HX1605.The modeled gravity was interpolated from observed gravity values.
 HX1605
 HX1605;                    North         East    Units  Estimated Accuracy
 HX1605;SPC WV S     -   196,370.      633,360.      MT  (+/- 180 meters Scaled)
 HX1605
 HX1605                          SUPERSEDED SURVEY CONTROL
 HX1605
 HX1605  NGVD 29 (??/??/92)  245.668  (m)          806.00   (f) ADJ UNCH    2 0
 HX1605
 HX1605.Superseded values are not recommended for survey control.
 HX1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1605.See file dsdata.txt to determine how the superseded data were derived.
 HX1605
 HX1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC333911(NAD 83)
 HX1605_MARKER: DB = BENCH MARK DISK
 HX1605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1605_SP_SET: ABUTMENT
 HX1605_STAMPING: C 267 1962
 HX1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1605
 HX1605  HISTORY     - Date     Condition        Report By
 HX1605  HISTORY     - 1962     MONUMENTED       CGS
 HX1605
 HX1605                          STATION DESCRIPTION
 HX1605
 HX1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1605'1.7 MI NE FROM HEATERS.
 HX1605'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1605'OFFICE AT HEATERS, SET ON TOP OF THE NORTHEAST END OF THE
 HX1605'NORTHWEST ABUTMENT OF A MASONRY BRIDGE OVER SALTLICK CREEK, 10
 HX1605'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET SOUTH OF THE
 HX1605'CENTER OF THE JUNCTION OF A BLACK TOP ROAD LEADING EAST TO
 HX1605'CORLEY, AND IS ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0146 ***********************************************************************
 HX0146  DESIGNATION -  C 268
 HX0146  PID         -  HX0146
 HX0146  STATE/COUNTY-  WV/LEWIS
 HX0146  USGS QUAD   -  ROANOKE (1989)
 HX0146
 HX0146                         *CURRENT SURVEY CONTROL
 HX0146  ___________________________________________________________________
 HX0146* NAD 83(1986)-  38 53 03.     (N)    080 28 36.     (W)     SCALED    
 HX0146* NAVD 88     -       329.214  (meters)    1080.10   (feet)  ADJUSTED  
 HX0146  ___________________________________________________________________
 HX0146  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HX0146  DYNAMIC HT  -         328.995 (meters)    1079.38  (feet)  COMP
 HX0146  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 HX0146
 HX0146  VERT ORDER  -  SECOND    CLASS 0
 HX0146
 HX0146.The horizontal coordinates were scaled from a topographic map and have
 HX0146.an estimated accuracy of +/- 6 seconds.
 HX0146
 HX0146.The orthometric height was determined by differential leveling
 HX0146.and adjusted by the National Geodetic Survey in June 1991..
 HX0146
 HX0146.The geoid height was determined by GEOID03.
 HX0146
 HX0146.The dynamic height is computed by dividing the NAVD 88
 HX0146.geopotential number by the normal gravity value computed on the
 HX0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0146.degrees latitude (g = 980.6199 gals.).
 HX0146
 HX0146.The modeled gravity was interpolated from observed gravity values.
 HX0146
 HX0146;                    North         East    Units  Estimated Accuracy
 HX0146;SPC WV S     -   209,260.      645,410.      MT  (+/- 180 meters Scaled)
 HX0146
 HX0146                          SUPERSEDED SURVEY CONTROL
 HX0146
 HX0146  NGVD 29 (??/??/92)  329.405  (m)         1080.72   (f) ADJ UNCH    2 0
 HX0146
 HX0146.Superseded values are not recommended for survey control.
 HX0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0146.See file dsdata.txt to determine how the superseded data were derived.
 HX0146
 HX0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND453040(NAD 83)
 HX0146_MARKER: DB = BENCH MARK DISK
 HX0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0146_SP_SET: ABUTMENT
 HX0146_STAMPING: C 268 1962
 HX0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0146
 HX0146  HISTORY     - Date     Condition        Report By
 HX0146  HISTORY     - 1962     MONUMENTED       CGS
 HX0146
 HX0146                          STATION DESCRIPTION
 HX0146
 HX0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0146'1.6 MI NW FROM WALKERSVILLE.
 HX0146'ABOUT 1.6 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0146'FROM THE STATION AT WALKERSVILLE, SET ON TOP OF THE SOUTH END
 HX0146'OF THE WEST ABUTMENT OF A BRIDGE OVER THE WEST FORK RIVER,
 HX0146'(BRIDGE 606) 5 1/2 FEET WEST OF THE WEST RAIL, AND ABOUT 1 1/2
 HX0146'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0202 ***********************************************************************
 HX0202  DESIGNATION -  C 269
 HX0202  PID         -  HX0202
 HX0202  STATE/COUNTY-  WV/WEBSTER
 HX0202  USGS QUAD   -  HACKER VALLEY (1967)
 HX0202
 HX0202                         *CURRENT SURVEY CONTROL
 HX0202  ___________________________________________________________________
 HX0202* NAD 83(1986)-  38 43 38.     (N)    080 23 31.     (W)     SCALED    
 HX0202* NAVD 88     -       391.226  (meters)    1283.55   (feet)  ADJUSTED  
 HX0202  ___________________________________________________________________
 HX0202  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HX0202  DYNAMIC HT  -         390.955 (meters)    1282.66  (feet)  COMP
 HX0202  MODELED GRAV-     979,923.8   (mgal)                       NAVD 88
 HX0202
 HX0202  VERT ORDER  -  SECOND    CLASS 0
 HX0202
 HX0202.The horizontal coordinates were scaled from a topographic map and have
 HX0202.an estimated accuracy of +/- 6 seconds.
 HX0202
 HX0202.The orthometric height was determined by differential leveling
 HX0202.and adjusted by the National Geodetic Survey in June 1991..
 HX0202
 HX0202.The geoid height was determined by GEOID03.
 HX0202
 HX0202.The dynamic height is computed by dividing the NAVD 88
 HX0202.geopotential number by the normal gravity value computed on the
 HX0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0202.degrees latitude (g = 980.6199 gals.).
 HX0202
 HX0202.The modeled gravity was interpolated from observed gravity values.
 HX0202
 HX0202;                    North         East    Units  Estimated Accuracy
 HX0202;SPC WV S     -   191,880.      652,870.      MT  (+/- 180 meters Scaled)
 HX0202
 HX0202                          SUPERSEDED SURVEY CONTROL
 HX0202
 HX0202  NGVD 29 (??/??/92)  391.400  (m)         1284.12   (f) ADJ UNCH    2 0
 HX0202
 HX0202.Superseded values are not recommended for survey control.
 HX0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0202.See file dsdata.txt to determine how the superseded data were derived.
 HX0202
 HX0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC528866(NAD 83)
 HX0202_MARKER: DB = BENCH MARK DISK
 HX0202_SETTING: 66 = SET IN ROCK OUTCROP
 HX0202_SP_SET: ROCK CUT
 HX0202_STAMPING: C 269 1962
 HX0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0202+STABILITY: POSITION/ELEVATION WELL
 HX0202
 HX0202  HISTORY     - Date     Condition        Report By
 HX0202  HISTORY     - 1962     MONUMENTED       CGS
 HX0202
 HX0202                          STATION DESCRIPTION
 HX0202
 HX0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0202'AT CLEVELAND.
 HX0202'AT CLEVELAND, ABOUT 0.1 MILE NORTHEAST ALONG STATE HIGHWAY
 HX0202'20 FROM THE POST OFFICE, SET VERTICALLY IN THE NORTHWEST FACE
 HX0202'OF A ROCK CUT THAT IS ABOUT 50 FEET LONG AND 12 FEET HIGH,
 HX0202'275 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF FLAT RUN
 HX0202'ROAD LEADING NORTHWEST, 22 FEET SOUTHEAST OF THE CENTER LINE OF
 HX0202'THE HIGHWAY, 60 FEET EAST OF THE EAST CORNER OF A GROCERY STORE
 HX0202'AND BAR, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0898 ***********************************************************************
 JW0898  DESIGNATION -  C 27
 JW0898  PID         -  JW0898
 JW0898  STATE/COUNTY-  WV/MONONGALIA
 JW0898  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0898
 JW0898                         *CURRENT SURVEY CONTROL
 JW0898  ___________________________________________________________________
 JW0898* NAD 83(1986)-  39 42 17.     (N)    079 55 55.     (W)     SCALED    
 JW0898* NAVD 88     -       249.774  (meters)     819.47   (feet)  ADJUSTED  
 JW0898  ___________________________________________________________________
 JW0898  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JW0898  DYNAMIC HT  -         249.627 (meters)     818.98  (feet)  COMP
 JW0898  MODELED GRAV-     980,029.2   (mgal)                       NAVD 88
 JW0898
 JW0898  VERT ORDER  -  FIRST     CLASS II
 JW0898
 JW0898.The horizontal coordinates were scaled from a topographic map and have
 JW0898.an estimated accuracy of +/- 6 seconds.
 JW0898
 JW0898.The orthometric height was determined by differential leveling
 JW0898.and adjusted by the National Geodetic Survey in June 1991..
 JW0898
 JW0898.The geoid height was determined by GEOID03.
 JW0898
 JW0898.The dynamic height is computed by dividing the NAVD 88
 JW0898.geopotential number by the normal gravity value computed on the
 JW0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0898.degrees latitude (g = 980.6199 gals.).
 JW0898
 JW0898.The modeled gravity was interpolated from observed gravity values.
 JW0898
 JW0898;                    North         East    Units  Estimated Accuracy
 JW0898;SPC WV N     -   133,830.      562,960.      MT  (+/- 180 meters Scaled)
 JW0898
 JW0898                          SUPERSEDED SURVEY CONTROL
 JW0898
 JW0898  NGVD 29 (??/??/92)  249.884  (m)          819.83   (f) ADJ UNCH    1 2
 JW0898
 JW0898.Superseded values are not recommended for survey control.
 JW0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0898.See file dsdata.txt to determine how the superseded data were derived.
 JW0898
 JW0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND915955(NAD 83)
 JW0898_MARKER: DB = BENCH MARK DISK
 JW0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0898_STAMPING: C 27 1935
 JW0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0898+STABILITY: SURFACE MOTION
 JW0898
 JW0898  HISTORY     - Date     Condition        Report By
 JW0898  HISTORY     - 1935     MONUMENTED       CGS
 JW0898  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0898
 JW0898                          STATION DESCRIPTION
 JW0898
 JW0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0898'2.4 MI NE FROM VAN VORHIS.
 JW0898'2.4 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0898'THE STATION AT VAN VORHIS, MONONGALIA COUNTY, AT HOARD, 850 FEET
 JW0898'SOUTH OF MILEAGE SIGNBOARD 94, 30 FEET SOUTHEAST OF THE CENTER
 JW0898'OF THE TRACK, 56 FEET NORTHEAST OF A CROSSING-WARNING SIGN, AND
 JW0898'1 FOOT NORTHWEST OF A FENCE LINE.  A STANDARD DISK, STAMPED
 JW0898'C 27 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JW0898
 JW0898                          STATION RECOVERY (1983)
 JW0898
 JW0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0898'NOT RECOVERED, INACCESSIBLE AND NOT SEARCHED FOR IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0210 ***********************************************************************
 HX0210  DESIGNATION -  C 270
 HX0210  PID         -  HX0210
 HX0210  STATE/COUNTY-  WV/UPSHUR
 HX0210  USGS QUAD   -  ROCK CAVE (1966)
 HX0210
 HX0210                         *CURRENT SURVEY CONTROL
 HX0210  ___________________________________________________________________
 HX0210* NAD 83(1986)-  38 45 54.     (N)    080 21 35.     (W)     SCALED    
 HX0210* NAVD 88     -       522.931  (meters)    1715.65   (feet)  ADJUSTED  
 HX0210  ___________________________________________________________________
 HX0210  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 HX0210  DYNAMIC HT  -         522.562 (meters)    1714.44  (feet)  COMP
 HX0210  MODELED GRAV-     979,906.2   (mgal)                       NAVD 88
 HX0210
 HX0210  VERT ORDER  -  SECOND    CLASS 0
 HX0210
 HX0210.The horizontal coordinates were scaled from a topographic map and have
 HX0210.an estimated accuracy of +/- 6 seconds.
 HX0210
 HX0210.The orthometric height was determined by differential leveling
 HX0210.and adjusted by the National Geodetic Survey in June 1991..
 HX0210
 HX0210.The geoid height was determined by GEOID03.
 HX0210
 HX0210.The dynamic height is computed by dividing the NAVD 88
 HX0210.geopotential number by the normal gravity value computed on the
 HX0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0210.degrees latitude (g = 980.6199 gals.).
 HX0210
 HX0210.The modeled gravity was interpolated from observed gravity values.
 HX0210
 HX0210;                    North         East    Units  Estimated Accuracy
 HX0210;SPC WV S     -   196,090.      655,650.      MT  (+/- 180 meters Scaled)
 HX0210
 HX0210                          SUPERSEDED SURVEY CONTROL
 HX0210
 HX0210  NGVD 29 (??/??/92)  523.105  (m)         1716.22   (f) ADJ UNCH    2 0
 HX0210
 HX0210.Superseded values are not recommended for survey control.
 HX0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0210.See file dsdata.txt to determine how the superseded data were derived.
 HX0210
 HX0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC556908(NAD 83)
 HX0210_MARKER: DB = BENCH MARK DISK
 HX0210_SETTING: 80 = SET IN A BOULDER
 HX0210_SP_SET: BOULDER
 HX0210_STAMPING: C 270 1962
 HX0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0210+STABILITY: SURFACE MOTION
 HX0210
 HX0210  HISTORY     - Date     Condition        Report By
 HX0210  HISTORY     - 1962     MONUMENTED       CGS
 HX0210
 HX0210                          STATION DESCRIPTION
 HX0210
 HX0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0210'1 MI SW FROM KANAWHA HEAD.
 HX0210'ABOUT 0.95 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE
 HX0210'POST OFFICE AT KANAWHA HEAD, SET ON TOP OF A LARGE ROCK THAT IS
 HX0210'ABOUT 24-BY 54-FOOT LONG AND 15 FOOT HIGH, SET AT THE WEST
 HX0210'CORNER OF A LAWN PRESENTLY OWNED BY A MR. REXROAD, 95 FEET
 HX0210'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 85 FEET SOUTH OF
 HX0210'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 5 FEET BELOW THE
 HX0210'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1471 ***********************************************************************
 HX1471  DESIGNATION -  C 271
 HX1471  PID         -  HX1471
 HX1471  STATE/COUNTY-  WV/LEWIS
 HX1471  USGS QUAD   -  PETERSON (1989)
 HX1471
 HX1471                         *CURRENT SURVEY CONTROL
 HX1471  ___________________________________________________________________
 HX1471* NAD 83(1986)-  38 53 16.     (N)    080 34 15.     (W)     SCALED    
 HX1471* NAVD 88     -       244.762  (meters)     803.02   (feet)  ADJUSTED  
 HX1471  ___________________________________________________________________
 HX1471  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HX1471  DYNAMIC HT  -         244.604 (meters)     802.50  (feet)  COMP
 HX1471  MODELED GRAV-     979,974.8   (mgal)                       NAVD 88
 HX1471
 HX1471  VERT ORDER  -  SECOND    CLASS 0
 HX1471
 HX1471.The horizontal coordinates were scaled from a topographic map and have
 HX1471.an estimated accuracy of +/- 6 seconds.
 HX1471
 HX1471.The orthometric height was determined by differential leveling
 HX1471.and adjusted by the National Geodetic Survey in June 1991..
 HX1471
 HX1471.The geoid height was determined by GEOID03.
 HX1471
 HX1471.The dynamic height is computed by dividing the NAVD 88
 HX1471.geopotential number by the normal gravity value computed on the
 HX1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1471.degrees latitude (g = 980.6199 gals.).
 HX1471
 HX1471.The modeled gravity was interpolated from observed gravity values.
 HX1471
 HX1471;                    North         East    Units  Estimated Accuracy
 HX1471;SPC WV S     -   209,620.      637,240.      MT  (+/- 180 meters Scaled)
 HX1471
 HX1471                          SUPERSEDED SURVEY CONTROL
 HX1471
 HX1471  NGVD 29 (??/??/92)  244.965  (m)          803.69   (f) ADJ UNCH    2 0
 HX1471
 HX1471.Superseded values are not recommended for survey control.
 HX1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1471.See file dsdata.txt to determine how the superseded data were derived.
 HX1471
 HX1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND372044(NAD 83)
 HX1471_MARKER: DB = BENCH MARK DISK
 HX1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1471_STAMPING: C 271 1962
 HX1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1471+STABILITY: SURFACE MOTION
 HX1471
 HX1471  HISTORY     - Date     Condition        Report By
 HX1471  HISTORY     - 1962     MONUMENTED       CGS
 HX1471
 HX1471                          STATION DESCRIPTION
 HX1471
 HX1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1471'2 MI NE FROM ORLANDO.
 HX1471'ABOUT 2.0 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX1471'OFFICE AT ORLANDO, ON THE OUTSIDE OF A SLIGHT CURVE WITH
 HX1471'TANGENTS SOUTHWEST AND SOUTHEAST, AT THE SOUTHEAST CORNER OF A
 HX1471'WOODS PASTURE FIELD, 26 FEET NORTH OF THE CENTER LINE OF THE
 HX1471'ROAD, 16 FEET NORTHEAST OF A 24-INCH PIPE CULVERT, 2 FEET SOUTH
 HX1471'OF A FENCE CORNER POST, 1 1/2 FEET EAST OF A STEEL WITNESS POST,
 HX1471'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND IS SET IN THE
 HX1471'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0360 ***********************************************************************
 HX0360  DESIGNATION -  C 272
 HX0360  PID         -  HX0360
 HX0360  STATE/COUNTY-  WV/UPSHUR
 HX0360  USGS QUAD   -  ALTON (1989)
 HX0360
 HX0360                         *CURRENT SURVEY CONTROL
 HX0360  ___________________________________________________________________
 HX0360* NAD 83(1986)-  38 46 35.     (N)    080 13 48.     (W)     SCALED    
 HX0360* NAVD 88     -       569.046  (meters)    1866.95   (feet)  ADJUSTED  
 HX0360  ___________________________________________________________________
 HX0360  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX0360  DYNAMIC HT  -         568.632 (meters)    1865.59  (feet)  COMP
 HX0360  MODELED GRAV-     979,881.0   (mgal)                       NAVD 88
 HX0360
 HX0360  VERT ORDER  -  SECOND    CLASS 0
 HX0360
 HX0360.The horizontal coordinates were scaled from a topographic map and have
 HX0360.an estimated accuracy of +/- 6 seconds.
 HX0360
 HX0360.The orthometric height was determined by differential leveling
 HX0360.and adjusted by the National Geodetic Survey in June 1991..
 HX0360
 HX0360.The geoid height was determined by GEOID03.
 HX0360
 HX0360.The dynamic height is computed by dividing the NAVD 88
 HX0360.geopotential number by the normal gravity value computed on the
 HX0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0360.degrees latitude (g = 980.6199 gals.).
 HX0360
 HX0360.The modeled gravity was interpolated from observed gravity values.
 HX0360
 HX0360;                    North         East    Units  Estimated Accuracy
 HX0360;SPC WV S     -   197,440.      666,910.      MT  (+/- 180 meters Scaled)
 HX0360
 HX0360                          SUPERSEDED SURVEY CONTROL
 HX0360
 HX0360  NGVD 29 (??/??/92)  569.201  (m)         1867.45   (f) ADJ UNCH    2 0
 HX0360
 HX0360.Superseded values are not recommended for survey control.
 HX0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0360.See file dsdata.txt to determine how the superseded data were derived.
 HX0360
 HX0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC668922(NAD 83)
 HX0360_MARKER: DB = BENCH MARK DISK
 HX0360_SETTING: 80 = SET IN A BOULDER
 HX0360_SP_SET: BOULDER
 HX0360_STAMPING: C 272 1962
 HX0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0360+STABILITY: SURFACE MOTION
 HX0360
 HX0360  HISTORY     - Date     Condition        Report By
 HX0360  HISTORY     - 1962     MONUMENTED       CGS
 HX0360  HISTORY     - 1974     MARK NOT FOUND   USGS
 HX0360
 HX0360                          STATION DESCRIPTION
 HX0360
 HX0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0360'2 MI N FROM SELBYVILLE.
 HX0360'ABOUT 2.05 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0360'FROM THE POST OFFICE AT SELBYVILLE, ON THE INSIDE OF A CURVE
 HX0360'WITH THE TANGENTS EXTENDING TO THE SOUTH AND NORTHEAST, SET ON
 HX0360'TOP OF AN EMBEDDED BOULDER THAT IS ABOUT 25-BY 34-FOOT LONG, 4
 HX0360'FEET NORTH OF THE SOUTH END OF THE BOULDER, 2 FEET WEST OF THE
 HX0360'EAST END OF THE BOULDER, 22 FEET NORTH OF THE NORTH RAIL, AND
 HX0360'ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK.  NOTE-- THIS BENCH
 HX0360'MARK CAN ALSO BE REACHED BY GOING ABOUT 1.0 MILE SOUTH ALONG
 HX0360'THE BALTIMORE AND OHIO RAILROAD FROM THE POST OFFICE AT ALEXANDER.
 HX0360
 HX0360                          STATION RECOVERY (1974)
 HX0360
 HX0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HX0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0319 ***********************************************************************
 HX0319  DESIGNATION -  C 273
 HX0319  PID         -  HX0319
 HX0319  STATE/COUNTY-  WV/UPSHUR
 HX0319  USGS QUAD   -  ROCK CAVE (1966)
 HX0319
 HX0319                         *CURRENT SURVEY CONTROL
 HX0319  ___________________________________________________________________
 HX0319* NAD 83(1986)-  38 48 09.     (N)    080 17 23.     (W)     SCALED    
 HX0319* NAVD 88     -       529.195  (meters)    1736.20   (feet)  ADJUSTED  
 HX0319  ___________________________________________________________________
 HX0319  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 HX0319  DYNAMIC HT  -         528.816 (meters)    1734.96  (feet)  COMP
 HX0319  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 HX0319
 HX0319  VERT ORDER  -  SECOND    CLASS 0
 HX0319
 HX0319.The horizontal coordinates were scaled from a topographic map and have
 HX0319.an estimated accuracy of +/- 6 seconds.
 HX0319
 HX0319.The orthometric height was determined by differential leveling
 HX0319.and adjusted by the National Geodetic Survey in June 1991..
 HX0319
 HX0319.The geoid height was determined by GEOID03.
 HX0319
 HX0319.The dynamic height is computed by dividing the NAVD 88
 HX0319.geopotential number by the normal gravity value computed on the
 HX0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0319.degrees latitude (g = 980.6199 gals.).
 HX0319
 HX0319.The modeled gravity was interpolated from observed gravity values.
 HX0319
 HX0319;                    North         East    Units  Estimated Accuracy
 HX0319;SPC WV S     -   200,300.      661,700.      MT  (+/- 180 meters Scaled)
 HX0319
 HX0319                          SUPERSEDED SURVEY CONTROL
 HX0319
 HX0319  NGVD 29 (??/??/92)  529.358  (m)         1736.74   (f) ADJ UNCH    2 0
 HX0319
 HX0319.Superseded values are not recommended for survey control.
 HX0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0319.See file dsdata.txt to determine how the superseded data were derived.
 HX0319
 HX0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC616951(NAD 83)
 HX0319_MARKER: DB = BENCH MARK DISK
 HX0319_SETTING: 80 = SET IN A BOULDER
 HX0319_SP_SET: BOULDER
 HX0319_STAMPING: C 273 1962
 HX0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0319+STABILITY: SURFACE MOTION
 HX0319
 HX0319  HISTORY     - Date     Condition        Report By
 HX0319  HISTORY     - 1962     MONUMENTED       CGS
 HX0319
 HX0319                          STATION DESCRIPTION
 HX0319
 HX0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0319'4.4 MI E FROM STILLMAN.
 HX0319'ABOUT 4.4 MILES EAST ALONG A GRAVEL ROAD FROM THE NORTH END OF A
 HX0319'CONCRETE BRIDGE OVER LITTLE KANAWHA RIVER AT STILLMAN, AT A
 HX0319'VILLAGE LOCALLY KNOWN AS HOLLY GROVE, 0.25 MILE NORTHWEST OF A
 HX0319'CHURCH ON THE NORTHEAST SIDE OF A GRAVEL ROAD, SET ON TOP OF AN
 HX0319'EMBEDDED ROCK THAT IS ABOUT 10-BY 6-FOOT WIDE AND 2-FOOT HIGH,
 HX0319'82 FEET NORTH OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 64
 HX0319'FEET WEST OF THE CENTER OF A T JUNCTION, 28 FEET NORTHWEST OF
 HX0319'THE CENTER LINE OF THE ROAD SOUTHWEST, 72 FEET WEST OF THE
 HX0319'WEST CORNER OF A CONCRETE BRIDGE OVER A SMALL STREAM, AND ABOUT
 HX0319'1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0453 ***********************************************************************
 HX0453  DESIGNATION -  C 274
 HX0453  PID         -  HX0453
 HX0453  STATE/COUNTY-  WV/UPSHUR
 HX0453  USGS QUAD   -  ALTON (1989)
 HX0453
 HX0453                         *CURRENT SURVEY CONTROL
 HX0453  ___________________________________________________________________
 HX0453* NAD 83(1986)-  38 50 23.     (N)    080 08 18.     (W)     SCALED    
 HX0453* NAVD 88     -       605.493  (meters)    1986.52   (feet)  ADJUSTED  
 HX0453  ___________________________________________________________________
 HX0453  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HX0453  DYNAMIC HT  -         605.069 (meters)    1985.13  (feet)  COMP
 HX0453  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 HX0453
 HX0453  VERT ORDER  -  SECOND    CLASS 0
 HX0453
 HX0453.The horizontal coordinates were scaled from a topographic map and have
 HX0453.an estimated accuracy of +/- 6 seconds.
 HX0453
 HX0453.The orthometric height was determined by differential leveling
 HX0453.and adjusted by the National Geodetic Survey in June 1991..
 HX0453
 HX0453.The geoid height was determined by GEOID03.
 HX0453
 HX0453.The dynamic height is computed by dividing the NAVD 88
 HX0453.geopotential number by the normal gravity value computed on the
 HX0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0453.degrees latitude (g = 980.6199 gals.).
 HX0453
 HX0453.The modeled gravity was interpolated from observed gravity values.
 HX0453
 HX0453;                    North         East    Units  Estimated Accuracy
 HX0453;SPC WV S     -   204,540.      674,810.      MT  (+/- 180 meters Scaled)
 HX0453
 HX0453                          SUPERSEDED SURVEY CONTROL
 HX0453
 HX0453  NGVD 29 (??/??/92)  605.664  (m)         1987.08   (f) ADJ UNCH    2 0
 HX0453
 HX0453.Superseded values are not recommended for survey control.
 HX0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0453.See file dsdata.txt to determine how the superseded data were derived.
 HX0453
 HX0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC747993(NAD 83)
 HX0453_MARKER: DB = BENCH MARK DISK
 HX0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0453_SP_SET: BRIDGE
 HX0453_STAMPING: C 274 1962
 HX0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0453
 HX0453  HISTORY     - Date     Condition        Report By
 HX0453  HISTORY     - 1962     MONUMENTED       CGS
 HX0453  HISTORY     - 1975     GOOD             BAKER
 HX0453
 HX0453                          STATION DESCRIPTION
 HX0453
 HX0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0453'5.3 MI N FROM HEMLOCK.
 HX0453'ABOUT 0.7 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX0453'AT HEMLOCK, THENCE ABOUT 4.6 MILES NORTH ALONG A GRAVEL ROAD,
 HX0453'0.1 MILE SOUTHWEST OF A Y ROAD JUNCTION, SET ON TOP OF THE
 HX0453'NORTHEAST CONCRETE WING WALL OF A BRIDGE OVER JENKS FORK, 2 FEET
 HX0453'SOUTHWEST OF THE NORTHEAST END OF THE WING WALL, 10 FEET EAST OF
 HX0453'THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT BELOW THE LEVEL
 HX0453'OF THE ROAD.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING
 HX0453'ABOUT 0.4 MILE WEST ALONG A BLACK TOP ROAD FROM THE HARMANY
 HX0453'METHODIST CHURCH, THENCE ABOUT 0.1 MILE SOUTHWEST ALONG A GRAVEL
 HX0453'ROAD.
 HX0453
 HX0453                          STATION RECOVERY (1975)
 HX0453
 HX0453'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 HX0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2076 ***********************************************************************
 HW2076  DESIGNATION -  C 275
 HW2076  PID         -  HW2076
 HW2076  STATE/COUNTY-  WV/RANDOLPH
 HW2076  USGS QUAD   -  BEVERLY WEST (1995)
 HW2076
 HW2076                         *CURRENT SURVEY CONTROL
 HW2076  ___________________________________________________________________
 HW2076* NAD 83(1986)-  38 46 59.     (N)    079 54 36.     (W)     SCALED    
 HW2076* NAVD 88     -       602.639  (meters)    1977.16   (feet)  ADJUSTED  
 HW2076  ___________________________________________________________________
 HW2076  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HW2076  DYNAMIC HT  -         602.199 (meters)    1975.71  (feet)  COMP
 HW2076  MODELED GRAV-     979,877.7   (mgal)                       NAVD 88
 HW2076
 HW2076  VERT ORDER  -  FIRST     CLASS II
 HW2076
 HW2076.The horizontal coordinates were scaled from a topographic map and have
 HW2076.an estimated accuracy of +/- 6 seconds.
 HW2076
 HW2076.The orthometric height was determined by differential leveling
 HW2076.and adjusted by the National Geodetic Survey in June 1991..
 HW2076
 HW2076.The geoid height was determined by GEOID03.
 HW2076
 HW2076.The dynamic height is computed by dividing the NAVD 88
 HW2076.geopotential number by the normal gravity value computed on the
 HW2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2076.degrees latitude (g = 980.6199 gals.).
 HW2076
 HW2076.The modeled gravity was interpolated from observed gravity values.
 HW2076
 HW2076;                    North         East    Units  Estimated Accuracy
 HW2076;SPC WV S     -   198,460.      694,710.      MT  (+/- 180 meters Scaled)
 HW2076
 HW2076                          SUPERSEDED SURVEY CONTROL
 HW2076
 HW2076  NGVD 29 (??/??/92)  602.794  (m)         1977.67   (f) ADJ UNCH    1 2
 HW2076
 HW2076.Superseded values are not recommended for survey control.
 HW2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2076.See file dsdata.txt to determine how the superseded data were derived.
 HW2076
 HW2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC946932(NAD 83)
 HW2076_MARKER: DB = BENCH MARK DISK
 HW2076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW2076_STAMPING: C 275 1962
 HW2076_MARK LOGO: CGS   
 HW2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2076+STABILITY: SURFACE MOTION
 HW2076
 HW2076  HISTORY     - Date     Condition        Report By
 HW2076  HISTORY     - 1962     MONUMENTED       CGS
 HW2076  HISTORY     - 1983     GOOD             NGS
 HW2076
 HW2076                          STATION DESCRIPTION
 HW2076
 HW2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2076'1.2 MI SW FROM DAILEY.
 HW2076'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2076'POST OFFICE AT DAILEY, SET ON TOP OF THE NORTH END OF THE WEST
 HW2076'ABUTMENT OF A 35-FOOT BRIDGE OVER SEA RUN, APPROXIMATELY
 HW2076'100 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL METAL
 HW2076'BUILDING OWNED BY THE ATLANTIC SEABOARD CORPORATION, 126 FEET
 HW2076'NORTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD LEADING
 HW2076'NORTH, 17 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HW2076'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- THIS
 HW2076'BENCH MARK DISK CAN ALSO BE REACHED BY GOING 1.4 MILES NORTH
 HW2076'ALONG U.S. HIGHWAY FROM THE POST OFFICE AT VALLEY BEND.
 HW2076
 HW2076                          STATION RECOVERY (1983)
 HW2076
 HW2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0421 ***********************************************************************
 HX0421  DESIGNATION -  C 276
 HX0421  PID         -  HX0421
 HX0421  STATE/COUNTY-  WV/RANDOLPH
 HX0421  USGS QUAD   -  ADOLPH (1995)
 HX0421
 HX0421                         *CURRENT SURVEY CONTROL
 HX0421  ___________________________________________________________________
 HX0421* NAD 83(1986)-  38 44 45.     (N)    080 03 20.     (W)     SCALED    
 HX0421* NAVD 88     -       737.216  (meters)    2418.68   (feet)  ADJUSTED  
 HX0421  ___________________________________________________________________
 HX0421  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX0421  DYNAMIC HT  -         736.662 (meters)    2416.87  (feet)  COMP
 HX0421  MODELED GRAV-     979,851.7   (mgal)                       NAVD 88
 HX0421
 HX0421  VERT ORDER  -  SECOND    CLASS 0
 HX0421
 HX0421.The horizontal coordinates were scaled from a topographic map and have
 HX0421.an estimated accuracy of +/- 6 seconds.
 HX0421
 HX0421.The orthometric height was determined by differential leveling
 HX0421.and adjusted by the National Geodetic Survey in June 1991..
 HX0421
 HX0421.The geoid height was determined by GEOID03.
 HX0421
 HX0421.The dynamic height is computed by dividing the NAVD 88
 HX0421.geopotential number by the normal gravity value computed on the
 HX0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0421.degrees latitude (g = 980.6199 gals.).
 HX0421
 HX0421.The modeled gravity was interpolated from observed gravity values.
 HX0421
 HX0421;                    North         East    Units  Estimated Accuracy
 HX0421;SPC WV S     -   194,190.      682,100.      MT  (+/- 180 meters Scaled)
 HX0421
 HX0421                          SUPERSEDED SURVEY CONTROL
 HX0421
 HX0421  NGVD 29 (??/??/92)  737.361  (m)         2419.16   (f) ADJ UNCH    2 0
 HX0421
 HX0421.Superseded values are not recommended for survey control.
 HX0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0421.See file dsdata.txt to determine how the superseded data were derived.
 HX0421
 HX0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC820889(NAD 83)
 HX0421_MARKER: DB = BENCH MARK DISK
 HX0421_SETTING: 80 = SET IN A BOULDER
 HX0421_SP_SET: BOULDER
 HX0421_STAMPING: C 276 1962
 HX0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0421+STABILITY: SURFACE MOTION
 HX0421
 HX0421  HISTORY     - Date     Condition        Report By
 HX0421  HISTORY     - 1962     MONUMENTED       CGS
 HX0421
 HX0421                          STATION DESCRIPTION
 HX0421
 HX0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0421'0.5 MI SW FROM ADOLPH.
 HX0421'ABOUT 0.5 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0421'SCHOOL AT ADOLPH, 0.4 MILE NORTHEAST OF A DIRT ROAD LEADING TO
 HX0421'THE NORTHWEST, SET ON TOP OF A ROCK THAT IS 3 1/2-BY 8-FOOT LONG
 HX0421'AND IS EMBEDDED IN THE GROUND, 32 FEET NORTH OF THE CENTER LINE
 HX0421'OF THE ROAD, 3 FEET NORTH OF THE SOUTH EDGE OF THE ROCK, AND ABOUT
 HX0421'8 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0378 ***********************************************************************
 HX0378  DESIGNATION -  C 277
 HX0378  PID         -  HX0378
 HX0378  STATE/COUNTY-  WV/RANDOLPH
 HX0378  USGS QUAD   -  ADOLPH (1995)
 HX0378
 HX0378                         *CURRENT SURVEY CONTROL
 HX0378  ___________________________________________________________________
 HX0378* NAD 83(1986)-  38 38 16.     (N)    080 01 36.     (W)     SCALED    
 HX0378* NAVD 88     -       753.625  (meters)    2472.52   (feet)  ADJUSTED  
 HX0378  ___________________________________________________________________
 HX0378  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HX0378  DYNAMIC HT  -         753.055 (meters)    2470.65  (feet)  COMP
 HX0378  MODELED GRAV-     979,846.2   (mgal)                       NAVD 88
 HX0378
 HX0378  VERT ORDER  -  SECOND    CLASS 0
 HX0378
 HX0378.The horizontal coordinates were scaled from a topographic map and have
 HX0378.an estimated accuracy of +/- 6 seconds.
 HX0378
 HX0378.The orthometric height was determined by differential leveling
 HX0378.and adjusted by the National Geodetic Survey in June 1991..
 HX0378
 HX0378.The geoid height was determined by GEOID03.
 HX0378
 HX0378.The dynamic height is computed by dividing the NAVD 88
 HX0378.geopotential number by the normal gravity value computed on the
 HX0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0378.degrees latitude (g = 980.6199 gals.).
 HX0378
 HX0378.The modeled gravity was interpolated from observed gravity values.
 HX0378
 HX0378;                    North         East    Units  Estimated Accuracy
 HX0378;SPC WV S     -   182,220.      684,740.      MT  (+/- 180 meters Scaled)
 HX0378
 HX0378                          SUPERSEDED SURVEY CONTROL
 HX0378
 HX0378  NGVD 29 (??/??/92)  753.772  (m)         2473.00   (f) ADJ UNCH    2 0
 HX0378
 HX0378.Superseded values are not recommended for survey control.
 HX0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0378.See file dsdata.txt to determine how the superseded data were derived.
 HX0378
 HX0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC847770(NAD 83)
 HX0378_MARKER: DB = BENCH MARK DISK
 HX0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0378_STAMPING: C 277 1962
 HX0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0378+STABILITY: SURFACE MOTION
 HX0378
 HX0378  HISTORY     - Date     Condition        Report By
 HX0378  HISTORY     - 1962     MONUMENTED       CGS
 HX0378
 HX0378                          STATION DESCRIPTION
 HX0378
 HX0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0378'7.9 MI SW FROM HUTTONSVILLE.
 HX0378'ABOUT 7.1 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST
 HX0378'OFFICE AT HUTTONSVILLE, THENCE ABOUT 0.8 MILES NORTHWEST ALONG
 HX0378'COUNTY ROAD 219/16 (GRAVEL), ON THE OUTSIDE OF A CURVE WITH
 HX0378'TANGENTS EXTENDING TO THE NORTH AND SOUTHWEST, 25 1/2 FEET EAST
 HX0378'OF THE CENTER LINE OF THE ROAD, 54 FEET SOUTHEAST OF A TELEPHONE
 HX0378'POLE, 2.7 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT 1-FOOT
 HX0378'ABOVE THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A CONCRETE
 HX0378'POST THAT PROJECTS ABOUT 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2126 ***********************************************************************
 HW2126  DESIGNATION -  C 278
 HW2126  PID         -  HW2126
 HW2126  STATE/COUNTY-  WV/RANDOLPH
 HW2126  USGS QUAD   -  BEVERLY WEST (1995)
 HW2126
 HW2126                         *CURRENT SURVEY CONTROL
 HW2126  ___________________________________________________________________
 HW2126* NAD 83(1986)-  38 48 47.     (N)    079 56 52.     (W)     SCALED    
 HW2126* NAVD 88     -      1031.904  (meters)    3385.51   (feet)  ADJUSTED  
 HW2126  ___________________________________________________________________
 HW2126  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HW2126  DYNAMIC HT  -        1031.160 (meters)    3383.06  (feet)  COMP
 HW2126  MODELED GRAV-     979,868.9   (mgal)                       NAVD 88
 HW2126
 HW2126  VERT ORDER  -  SECOND    CLASS 0
 HW2126
 HW2126.The horizontal coordinates were scaled from a topographic map and have
 HW2126.an estimated accuracy of +/- 6 seconds.
 HW2126
 HW2126.The orthometric height was determined by differential leveling
 HW2126.and adjusted by the National Geodetic Survey in June 1991..
 HW2126
 HW2126.The geoid height was determined by GEOID03.
 HW2126
 HW2126.The dynamic height is computed by dividing the NAVD 88
 HW2126.geopotential number by the normal gravity value computed on the
 HW2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2126.degrees latitude (g = 980.6199 gals.).
 HW2126
 HW2126.The modeled gravity was interpolated from observed gravity values.
 HW2126
 HW2126;                    North         East    Units  Estimated Accuracy
 HW2126;SPC WV S     -   201,750.      691,390.      MT  (+/- 180 meters Scaled)
 HW2126
 HW2126                          SUPERSEDED SURVEY CONTROL
 HW2126
 HW2126  NGVD 29 (??/??/92) 1032.079  (m)         3386.08   (f) ADJ UNCH    2 0
 HW2126
 HW2126.Superseded values are not recommended for survey control.
 HW2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2126.See file dsdata.txt to determine how the superseded data were derived.
 HW2126
 HW2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC913965(NAD 83)
 HW2126_MARKER: DB = BENCH MARK DISK
 HW2126_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2126_STAMPING: C 278 1962
 HW2126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2126
 HW2126  HISTORY     - Date     Condition        Report By
 HW2126  HISTORY     - 1962     MONUMENTED       CGS
 HW2126
 HW2126                          STATION DESCRIPTION
 HW2126
 HW2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2126'5.4 MI NW FROM VALLEY BEND.
 HW2126'ABOUT 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2126'POST OFFICE AT VALLEY BEND, THENCE 2.35 MILES NORTHWEST ALONG
 HW2126'A GRAVEL ROAD, THENCE ABOUT 2.15 MILES NORTH ALONG A WOODS ROAD,
 HW2126'SET ON TOP OF A ROCK THAT IS ABOUT 12-BY 26-FOOT LONG AND IS
 HW2126'EMBEDDED IN THE GROUND, 33 1/2 FEET SOUTHEAST OF THE CENTER LINE
 HW2126'OF THE ROAD, 1.7 FEET NORTH EAST OF THE SOUTHWEST EDGE OF THE
 HW2126'ROCK, AND ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2116 ***********************************************************************
 HW2116  DESIGNATION -  C 279
 HW2116  PID         -  HW2116
 HW2116  STATE/COUNTY-  WV/RANDOLPH
 HW2116  USGS QUAD   -  MILL CREEK (1995)
 HW2116
 HW2116                         *CURRENT SURVEY CONTROL
 HW2116  ___________________________________________________________________
 HW2116* NAD 83(1986)-  38 44 35.     (N)    079 54 59.     (W)     SCALED    
 HW2116* NAVD 88     -       648.111  (meters)    2126.34   (feet)  ADJUSTED  
 HW2116  ___________________________________________________________________
 HW2116  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HW2116  DYNAMIC HT  -         647.631 (meters)    2124.77  (feet)  COMP
 HW2116  MODELED GRAV-     979,865.6   (mgal)                       NAVD 88
 HW2116
 HW2116  VERT ORDER  -  SECOND    CLASS 0
 HW2116
 HW2116.The horizontal coordinates were scaled from a topographic map and have
 HW2116.an estimated accuracy of +/- 6 seconds.
 HW2116
 HW2116.The orthometric height was determined by differential leveling
 HW2116.and adjusted by the National Geodetic Survey in June 1991..
 HW2116
 HW2116.The geoid height was determined by GEOID03.
 HW2116
 HW2116.The dynamic height is computed by dividing the NAVD 88
 HW2116.geopotential number by the normal gravity value computed on the
 HW2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2116.degrees latitude (g = 980.6199 gals.).
 HW2116
 HW2116.The modeled gravity was interpolated from observed gravity values.
 HW2116
 HW2116;                    North         East    Units  Estimated Accuracy
 HW2116;SPC WV S     -   194,020.      694,200.      MT  (+/- 180 meters Scaled)
 HW2116
 HW2116                          SUPERSEDED SURVEY CONTROL
 HW2116
 HW2116  NGVD 29 (??/??/92)  648.256  (m)         2126.82   (f) ADJ UNCH    2 0
 HW2116
 HW2116.Superseded values are not recommended for survey control.
 HW2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2116.See file dsdata.txt to determine how the superseded data were derived.
 HW2116
 HW2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC941888(NAD 83)
 HW2116_MARKER: DB = BENCH MARK DISK
 HW2116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2116_SP_SET: BRIDGE
 HW2116_STAMPING: C 279 1962
 HW2116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2116
 HW2116  HISTORY     - Date     Condition        Report By
 HW2116  HISTORY     - 1962     MONUMENTED       CGS
 HW2116
 HW2116                          STATION DESCRIPTION
 HW2116
 HW2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2116'2.4 MI S FROM VALLEY BEND.
 HW2116'ABOUT 0.7 MILE SOUTH ALONG COUNTY ROAD 37 (BLACK TOP) FROM THE
 HW2116'POST OFFICE AT VALLY BEND, THENCE 0.6 MILE WEST AND THEN SOUTH
 HW2116'ALONG COUNTY ROAD 39 (BLACK TOP), THENCE ABOUT 1.1 MILE SOUTH
 HW2116'ALONG COUNTY ROAD 39/1 (GRAVEL), ON TOP OF WEST END OF THE SOUTHEAST
 HW2116'ABUTMENT OF A BRIDGE OVER SHAVERS FORK, 10 FEET SOUTHWEST OF THE
 HW2116'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0782 ***********************************************************************
 KY0782  DESIGNATION -  C 28
 KY0782  PID         -  KY0782
 KY0782  STATE/COUNTY-  WV/BROOKE
 KY0782  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0782
 KY0782                         *CURRENT SURVEY CONTROL
 KY0782  ___________________________________________________________________
 KY0782* NAD 83(1986)-  40 19 29.     (N)    080 35 52.     (W)     SCALED    
 KY0782* NAVD 88     -       205.822  (meters)     675.27   (feet)  ADJUSTED  
 KY0782  ___________________________________________________________________
 KY0782  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KY0782  DYNAMIC HT  -         205.714 (meters)     674.91  (feet)  COMP
 KY0782  MODELED GRAV-     980,096.1   (mgal)                       NAVD 88
 KY0782
 KY0782  VERT ORDER  -  FIRST     CLASS II
 KY0782
 KY0782.The horizontal coordinates were scaled from a topographic map and have
 KY0782.an estimated accuracy of +/- 6 seconds.
 KY0782
 KY0782.The orthometric height was determined by differential leveling
 KY0782.and adjusted by the National Geodetic Survey in June 1991..
 KY0782
 KY0782.The geoid height was determined by GEOID03.
 KY0782
 KY0782.The dynamic height is computed by dividing the NAVD 88
 KY0782.geopotential number by the normal gravity value computed on the
 KY0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0782.degrees latitude (g = 980.6199 gals.).
 KY0782
 KY0782.The modeled gravity was interpolated from observed gravity values.
 KY0782
 KY0782;                    North         East    Units  Estimated Accuracy
 KY0782;SPC WV N     -   203,160.      506,700.      MT  (+/- 180 meters Scaled)
 KY0782
 KY0782                          SUPERSEDED SURVEY CONTROL
 KY0782
 KY0782  NGVD 29 (??/??/92)  206.005  (m)          675.87   (f) ADJ UNCH    1 2
 KY0782
 KY0782.Superseded values are not recommended for survey control.
 KY0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0782.See file dsdata.txt to determine how the superseded data were derived.
 KY0782
 KY0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE341638(NAD 83)
 KY0782_MARKER: DB = BENCH MARK DISK
 KY0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0782_STAMPING: C 28 1935
 KY0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0782+STABILITY: SURFACE MOTION
 KY0782
 KY0782  HISTORY     - Date     Condition        Report By
 KY0782  HISTORY     - 1935     MONUMENTED       CGS
 KY0782  HISTORY     - 1936     GOOD             NGS
 KY0782  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0782
 KY0782                          STATION DESCRIPTION
 KY0782
 KY0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0782'4 MI N FROM FOLLANSBEE.
 KY0782'4.0 MILES NORTH OF THE SEVENTH STREET CROSSING AT WELLSBURG,
 KY0782'BROOKE COUNTY, 1.0 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD
 KY0782'FROM THE STATION AT FOLLANSBEE, 54 FEET NORTHWEST OF MILEPOST
 KY0782'4, 12 FEET NORTH OF A POLE, AND 27 FEET WEST OF THE CENTERLINE
 KY0782'OF THE TRACK.  A STANDARD DISK, STAMPED C 28 1935 AND SET IN THE
 KY0782'TOP OF A CONCRETE POST.
 KY0782
 KY0782                          STATION RECOVERY (1983)
 KY0782
 KY0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0782'NOT RECOVERED, A REPORT OF THE CITY MANAGER STATED THAT THE MARK WAS
 KY0782'DESTROYED WHEN THE SANITATION PLANT WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0476 ***********************************************************************
 HX0476  DESIGNATION -  C 280
 HX0476  PID         -  HX0476
 HX0476  STATE/COUNTY-  WV/RANDOLPH
 HX0476  USGS QUAD   -  CASSITY (1977)
 HX0476
 HX0476                         *CURRENT SURVEY CONTROL
 HX0476  ___________________________________________________________________
 HX0476* NAD 83(1986)-  38 51 44.     (N)    080 04 09.     (W)     SCALED    
 HX0476* NAVD 88     -       583.358  (meters)    1913.90   (feet)  ADJUSTED  
 HX0476  ___________________________________________________________________
 HX0476  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HX0476  DYNAMIC HT  -         582.939 (meters)    1912.53  (feet)  COMP
 HX0476  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 HX0476
 HX0476  VERT ORDER  -  SECOND    CLASS 0
 HX0476
 HX0476.The horizontal coordinates were scaled from a topographic map and have
 HX0476.an estimated accuracy of +/- 6 seconds.
 HX0476
 HX0476.The orthometric height was determined by differential leveling
 HX0476.and adjusted by the National Geodetic Survey in June 1991..
 HX0476
 HX0476.The geoid height was determined by GEOID03.
 HX0476
 HX0476.The dynamic height is computed by dividing the NAVD 88
 HX0476.geopotential number by the normal gravity value computed on the
 HX0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0476.degrees latitude (g = 980.6199 gals.).
 HX0476
 HX0476.The modeled gravity was interpolated from observed gravity values.
 HX0476
 HX0476;                    North         East    Units  Estimated Accuracy
 HX0476;SPC WV S     -   207,100.      680,790.      MT  (+/- 180 meters Scaled)
 HX0476
 HX0476                          SUPERSEDED SURVEY CONTROL
 HX0476
 HX0476  NGVD 29 (??/??/92)  583.517  (m)         1914.42   (f) ADJ UNCH    2 0
 HX0476
 HX0476.Superseded values are not recommended for survey control.
 HX0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0476.See file dsdata.txt to determine how the superseded data were derived.
 HX0476
 HX0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND807018(NAD 83)
 HX0476_MARKER: DB = BENCH MARK DISK
 HX0476_SETTING: 80 = SET IN A BOULDER
 HX0476_SP_SET: BOULDER
 HX0476_STAMPING: C 280 1962
 HX0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0476+STABILITY: SURFACE MOTION
 HX0476
 HX0476  HISTORY     - Date     Condition        Report By
 HX0476  HISTORY     - 1962     MONUMENTED       CGS
 HX0476
 HX0476                          STATION DESCRIPTION
 HX0476
 HX0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0476'6.6 MI SE FROM ELLAMORE.
 HX0476'ABOUT 5.15 MILES SOUTH ALONG A BLACK TOP ROAD AND GRAVEL ROAD
 HX0476'THAT FOLLOWS ALONG THE EAST SIDE OF THE MIDDLE FORK RIVER FROM
 HX0476'THE POST OFFICE AT ELLAMORE, THENCE ABOUT 1.4 MILES EAST AND THEN
 HX0476'SOUTHEAST ALONG A DIRT ROAD, SET ON TOP OF A LARGE BOULDER THAT
 HX0476'IS ABOUT 9-BY 24-FOOT LONG AND 4-FOOT HIGH, 2 FEET SOUTH OF THE
 HX0476'NORTH CORNER OF THE ROCK, 12 FEET EAST OF THE CENTER LINE OF THE
 HX0476'ROAD, 62 FEET EAST OF THE EAST RAIL OF THE MIDDLE FORK RAILROAD,
 HX0476'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS BENCH
 HX0476'MARK CAN ALSO BE REACHED BY GOING 3.8 MILES NORTHWEST ALONG THE
 HX0476'MIDDLE FORK RAILROAD FROM THE POST OFFICE AT CASSITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2019 ***********************************************************************
 HW2019  DESIGNATION -  C 281
 HW2019  PID         -  HW2019
 HW2019  STATE/COUNTY-  WV/RANDOLPH
 HW2019  USGS QUAD   -  JUNIOR (1976)
 HW2019
 HW2019                         *CURRENT SURVEY CONTROL
 HW2019  ___________________________________________________________________
 HW2019* NAD 83(1986)-  38 54 18.     (N)    079 58 36.     (W)     SCALED    
 HW2019* NAVD 88     -       684.265  (meters)    2244.96   (feet)  ADJUSTED  
 HW2019  ___________________________________________________________________
 HW2019  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HW2019  DYNAMIC HT  -         683.769 (meters)    2243.33  (feet)  COMP
 HW2019  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 HW2019
 HW2019  VERT ORDER  -  SECOND    CLASS 0
 HW2019
 HW2019.The horizontal coordinates were scaled from a topographic map and have
 HW2019.an estimated accuracy of +/- 6 seconds.
 HW2019
 HW2019.The orthometric height was determined by differential leveling
 HW2019.and adjusted by the National Geodetic Survey in June 1991..
 HW2019
 HW2019.The geoid height was determined by GEOID03.
 HW2019
 HW2019.The dynamic height is computed by dividing the NAVD 88
 HW2019.geopotential number by the normal gravity value computed on the
 HW2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2019.degrees latitude (g = 980.6199 gals.).
 HW2019
 HW2019.The modeled gravity was interpolated from observed gravity values.
 HW2019
 HW2019;                    North         East    Units  Estimated Accuracy
 HW2019;SPC WV S     -   211,930.      688,770.      MT  (+/- 180 meters Scaled)
 HW2019
 HW2019                          SUPERSEDED SURVEY CONTROL
 HW2019
 HW2019  NGVD 29 (??/??/92)  684.419  (m)         2245.46   (f) ADJ UNCH    2 0
 HW2019
 HW2019.Superseded values are not recommended for survey control.
 HW2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2019.See file dsdata.txt to determine how the superseded data were derived.
 HW2019
 HW2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND887067(NAD 83)
 HW2019_MARKER: DB = BENCH MARK DISK
 HW2019_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2019_STAMPING: C 281 1962
 HW2019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2019
 HW2019  HISTORY     - Date     Condition        Report By
 HW2019  HISTORY     - 1962     MONUMENTED       CGS
 HW2019
 HW2019                          STATION DESCRIPTION
 HW2019
 HW2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2019'2 MI S FROM NORTON.
 HW2019'ABOUT 2.0 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 HW2019'OFFICE AT NORTON, SET ON TOP OF A ROCK THAT IS ABOUT 6-BY 18-FOOT
 HW2019'LONG AND 2 FEET HIGH THAT IS EMBEDDED IN THE GROUND, 6 INCHES
 HW2019'WEST OF THE EAST END OF THE ROCK, 40 FEET WEST OF THE CENTER
 HW2019'LINE OF THE ROAD, 4 1/2 FEET WEST OF A 24-INCH OAK TREE, 67
 HW2019'FEET NORTHWEST OF A TELEPHONE POLE 658-64, AND IS ABOUT 4 FEET
 HW2019'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2103 ***********************************************************************
 HW2103  DESIGNATION -  C 282
 HW2103  PID         -  HW2103
 HW2103  STATE/COUNTY-  WV/RANDOLPH
 HW2103  USGS QUAD   -  WILDELL (1995)
 HW2103
 HW2103                         *CURRENT SURVEY CONTROL
 HW2103  ___________________________________________________________________
 HW2103* NAD 83(1986)-  38 40 46.     (N)    079 50 33.     (W)     SCALED    
 HW2103* NAVD 88     -      1055.914  (meters)    3464.28   (feet)  ADJUSTED  
 HW2103  ___________________________________________________________________
 HW2103  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HW2103  DYNAMIC HT  -        1055.085 (meters)    3461.56  (feet)  COMP
 HW2103  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 HW2103
 HW2103  VERT ORDER  -  SECOND    CLASS 0
 HW2103
 HW2103.The horizontal coordinates were scaled from a topographic map and have
 HW2103.an estimated accuracy of +/- 6 seconds.
 HW2103
 HW2103.The orthometric height was determined by differential leveling
 HW2103.and adjusted by the National Geodetic Survey in June 1991..
 HW2103
 HW2103.The geoid height was determined by GEOID03.
 HW2103
 HW2103.The dynamic height is computed by dividing the NAVD 88
 HW2103.geopotential number by the normal gravity value computed on the
 HW2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2103.degrees latitude (g = 980.6199 gals.).
 HW2103
 HW2103.The modeled gravity was interpolated from observed gravity values.
 HW2103
 HW2103;                    North         East    Units  Estimated Accuracy
 HW2103;SPC WV S     -   187,030.      700,720.      MT  (+/- 180 meters Scaled)
 HW2103
 HW2103                          SUPERSEDED SURVEY CONTROL
 HW2103
 HW2103  NGVD 29 (??/??/92) 1056.025  (m)         3464.64   (f) ADJ UNCH    2 0
 HW2103
 HW2103.Superseded values are not recommended for survey control.
 HW2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2103.See file dsdata.txt to determine how the superseded data were derived.
 HW2103
 HW2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC006818(NAD 83)
 HW2103_MARKER: DB = BENCH MARK DISK
 HW2103_SETTING: 80 = SET IN A BOULDER
 HW2103_STAMPING: C 282 1962
 HW2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2103+STABILITY: SURFACE MOTION
 HW2103
 HW2103  HISTORY     - Date     Condition        Report By
 HW2103  HISTORY     - 1962     MONUMENTED       CGS
 HW2103
 HW2103                          STATION DESCRIPTION
 HW2103
 HW2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2103'8.8 MI N FROM CHEAT BRIDGE.
 HW2103'ABOUT 8.15 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN MARYLAND
 HW2103'RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE,
 HW2103'THENCE 0.7 MILE NORTHEAST ALONG MONONGAHELA NATIONAL FOREST ROAD
 HW2103'49, SET VERTICALLY IN THE EAST FACE OF AN EMBEDDED ROCK BOULDER
 HW2103'THAT IS 16-BY 9-FOOT WIDE AND 6-FOOT HIGH, 12 FEET NORTHWEST OF
 HW2103'A CENTER LINE OF THE ROAD, ABOUT 0.1 MILE NORTH OF CROUCH RUN,
 HW2103'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0133 ***********************************************************************
 HX0133  DESIGNATION -  C 283
 HX0133  PID         -  HX0133
 HX0133  STATE/COUNTY-  WV/LEWIS
 HX0133  USGS QUAD   -  WALKERSVILLE (1976)
 HX0133
 HX0133                         *CURRENT SURVEY CONTROL
 HX0133  ___________________________________________________________________
 HX0133* NAD 83(1986)-  38 51 48.     (N)    080 23 31.     (W)     SCALED    
 HX0133* NAVD 88     -       396.481  (meters)    1300.79   (feet)  ADJUSTED  
 HX0133  ___________________________________________________________________
 HX0133  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HX0133  DYNAMIC HT  -         396.211 (meters)    1299.90  (feet)  COMP
 HX0133  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 HX0133
 HX0133  VERT ORDER  -  SECOND    CLASS 0
 HX0133
 HX0133.The horizontal coordinates were scaled from a topographic map and have
 HX0133.an estimated accuracy of +/- 6 seconds.
 HX0133
 HX0133.The orthometric height was determined by differential leveling
 HX0133.and adjusted by the National Geodetic Survey in June 1991..
 HX0133
 HX0133.The geoid height was determined by GEOID03.
 HX0133
 HX0133.The dynamic height is computed by dividing the NAVD 88
 HX0133.geopotential number by the normal gravity value computed on the
 HX0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0133.degrees latitude (g = 980.6199 gals.).
 HX0133
 HX0133.The modeled gravity was interpolated from observed gravity values.
 HX0133
 HX0133;                    North         East    Units  Estimated Accuracy
 HX0133;SPC WV S     -   206,990.      652,770.      MT  (+/- 180 meters Scaled)
 HX0133
 HX0133                          SUPERSEDED SURVEY CONTROL
 HX0133
 HX0133  NGVD 29 (??/??/92)  396.670  (m)         1301.41   (f) ADJ UNCH    2 0
 HX0133
 HX0133.Superseded values are not recommended for survey control.
 HX0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0133.See file dsdata.txt to determine how the superseded data were derived.
 HX0133
 HX0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND527017(NAD 83)
 HX0133_MARKER: DB = BENCH MARK DISK
 HX0133_SETTING: 66 = SET IN ROCK OUTCROP
 HX0133_SP_SET: ROCK LEDGE
 HX0133_STAMPING: C 283 1962
 HX0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0133+STABILITY: POSITION/ELEVATION WELL
 HX0133
 HX0133  HISTORY     - Date     Condition        Report By
 HX0133  HISTORY     - 1962     MONUMENTED       CGS
 HX0133
 HX0133                          STATION DESCRIPTION
 HX0133
 HX0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0133'2.7 MI W FROM FRENCHTON.
 HX0133'ABOUT 2.7 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0133'FROM THE STATION AT FRENCHTON, ABOUT 0.3 MILE EAST OF MILEPOST
 HX0133'55, SET ON TOP OF A ROCK LEDGE THAT IS ABOUT 23-FOOT LONG AND
 HX0133'3-FOOT HIGH, 10 1/2 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 HX0133'3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1398 ***********************************************************************
 GX1398  DESIGNATION -  C 284
 GX1398  PID         -  GX1398
 GX1398  STATE/COUNTY-  WV/MERCER
 GX1398  USGS QUAD   -  PRINCETON (1976)
 GX1398
 GX1398                         *CURRENT SURVEY CONTROL
 GX1398  ___________________________________________________________________
 GX1398* NAD 83(1986)-  37 19 09.     (N)    081 00 28.     (W)     SCALED    
 GX1398* NAVD 88     -       558.116  (meters)    1831.09   (feet)  ADJUSTED  
 GX1398  ___________________________________________________________________
 GX1398  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1398  DYNAMIC HT  -         557.619 (meters)    1829.45  (feet)  COMP
 GX1398  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 GX1398
 GX1398  VERT ORDER  -  FIRST     CLASS II
 GX1398
 GX1398.The horizontal coordinates were scaled from a topographic map and have
 GX1398.an estimated accuracy of +/- 6 seconds.
 GX1398
 GX1398.The orthometric height was determined by differential leveling
 GX1398.and adjusted by the National Geodetic Survey in June 1991..
 GX1398
 GX1398.The geoid height was determined by GEOID03.
 GX1398
 GX1398.The dynamic height is computed by dividing the NAVD 88
 GX1398.geopotential number by the normal gravity value computed on the
 GX1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1398.degrees latitude (g = 980.6199 gals.).
 GX1398
 GX1398.The modeled gravity was interpolated from observed gravity values.
 GX1398
 GX1398;                    North         East    Units  Estimated Accuracy
 GX1398;SPC WV S     -    35,420.      599,310.      MT  (+/- 180 meters Scaled)
 GX1398
 GX1398                          SUPERSEDED SURVEY CONTROL
 GX1398
 GX1398  NGVD 29 (??/??/92)  558.217  (m)         1831.42   (f) ADJ UNCH    1 2
 GX1398
 GX1398.Superseded values are not recommended for survey control.
 GX1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1398.See file dsdata.txt to determine how the superseded data were derived.
 GX1398
 GX1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB993302(NAD 83)
 GX1398_MARKER: DB = BENCH MARK DISK
 GX1398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1398_SP_SET: CONCRETE BLOCK
 GX1398_STAMPING: C 284 1965
 GX1398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1398
 GX1398  HISTORY     - Date     Condition        Report By
 GX1398  HISTORY     - 1965     MONUMENTED       CGS
 GX1398  HISTORY     - 1980     GOOD             LOCSUR
 GX1398  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1398
 GX1398                          STATION DESCRIPTION
 GX1398
 GX1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1398'3 MI W FROM OAKVALE.
 GX1398'ABOUT 3.0 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1398'FROM THE STATION AT OAKVALE, 5 1/2 RAILS EAST OF MILEPOST
 GX1398'N-350, SET IN THE TOP OF A 1 FOOT WIDE LEDGE AT THE BASE OF
 GX1398'CONCRETE BLOCK WHICH ONCE SUPPORTED A SIGNAL TOWER, 78 FEET
 GX1398'WEST OF SEMAPHORE NO. 3500S, 7.9 FEET SOUTH OF THE SOUTH RAIL
 GX1398'OF THE EAST-BOUND TRACK, 0.2 FOOT ABOVE THE GROUND AND ABOUT
 GX1398'1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GX1398
 GX1398                          STATION RECOVERY (1980)
 GX1398
 GX1398'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1398'RECOVERED IN GOOD CONDITION.
 GX1398
 GX1398                          STATION RECOVERY (1984)
 GX1398
 GX1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1398'NOT RECOVERED, INACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3934 ***********************************************************************
 JV3934  DESIGNATION -  C 285
 JV3934  PID         -  JV3934
 JV3934  STATE/COUNTY-  WV/JEFFERSON
 JV3934  USGS QUAD   -  HARPERS FERRY (1988)
 JV3934
 JV3934                         *CURRENT SURVEY CONTROL
 JV3934  ___________________________________________________________________
 JV3934* NAD 83(1986)-  39 19 18.4    (N)    077 44 40.0    (W)     HD_HELD2  
 JV3934* NAVD 88     -        97.053  (meters)     318.41   (feet)  ADJUSTED  
 JV3934  ___________________________________________________________________
 JV3934  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JV3934  DYNAMIC HT  -          96.996 (meters)     318.23  (feet)  COMP
 JV3934  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 JV3934
 JV3934  VERT ORDER  -  FIRST     CLASS II
 JV3934
 JV3934.The horizontal coordinates were established by autonomous hand held GPS
 JV3934.observations and have an estimated accuracy of +/- 10 meters.
 JV3934
 JV3934.The orthometric height was determined by differential leveling
 JV3934.and adjusted by the National Geodetic Survey in June 1991..
 JV3934
 JV3934.The geoid height was determined by GEOID03.
 JV3934
 JV3934.The dynamic height is computed by dividing the NAVD 88
 JV3934.geopotential number by the normal gravity value computed on the
 JV3934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3934.degrees latitude (g = 980.6199 gals.).
 JV3934
 JV3934.The modeled gravity was interpolated from observed gravity values.
 JV3934
 JV3934;                    North         East    Units  Estimated Accuracy
 JV3934;SPC WV N     -    92,710.      751,370.      MT  (+/- 10 meters HH2 GPS)
 JV3934
 JV3934                          SUPERSEDED SURVEY CONTROL
 JV3934
 JV3934.No superseded survey control is available for this station.
 JV3934
 JV3934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ6341656078(NAD 83)
 JV3934_MARKER: DB = BENCH MARK DISK
 JV3934_SETTING: 66 = SET IN ROCK OUTCROP
 JV3934_SP_SET: ROCK OUTCROP
 JV3934_STAMPING: C 285 1979
 JV3934_MARK LOGO: NGS   
 JV3934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3934+STABILITY: POSITION/ELEVATION WELL
 JV3934
 JV3934  HISTORY     - Date     Condition        Report By
 JV3934  HISTORY     - 1979     MONUMENTED       NGS
 JV3934  HISTORY     - 1983     GOOD             NGS
 JV3934
 JV3934                          STATION DESCRIPTION
 JV3934
 JV3934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3934'IN HARPERS FERRY.
 JV3934'IN HARPERS FERRY, SET AT NORTH SIDE OF THE ENTRANCE TO HARPERS FERRY
 JV3934'NATIONAL HISTORICAL PARK AT THE BASE OF A ROCK CUT, 93 FEET EAST OF A
 JV3934'STOP SIGN, 83 FEET NORTHWEST AND ACROSS THE ENTRANCE ROAD FROM
 JV3934'A SIGN, HARPERS FERRY NATIONAL HISTORICAL PARK, 63.5 FEET NORTH OF
 JV3934'THE CENTER OF THE JUNCTION OF THE ENTRANCE ROAD AND U.S. HIGHWAY
 JV3934'340.
 JV3934'THE MARK IS 1 FT  S FROM A WITNESS POST.
 JV3934
 JV3934                          STATION RECOVERY (1983)
 JV3934
 JV3934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV3934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1910 ***********************************************************************
 HW1910  DESIGNATION -  C 3
 HW1910  PID         -  HW1910
 HW1910  STATE/COUNTY-  WV/RANDOLPH
 HW1910  USGS QUAD   -  BOWDEN (1995)
 HW1910
 HW1910                         *CURRENT SURVEY CONTROL
 HW1910  ___________________________________________________________________
 HW1910* NAD 83(1986)-  38 53 05.     (N)    079 42 37.     (W)     SCALED    
 HW1910* NAVD 88     -       704.785  (meters)    2312.28   (feet)  ADJUSTED  
 HW1910  ___________________________________________________________________
 HW1910  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HW1910  DYNAMIC HT  -         704.249 (meters)    2310.52  (feet)  COMP
 HW1910  MODELED GRAV-     979,844.4   (mgal)                       NAVD 88
 HW1910
 HW1910  VERT ORDER  -  FIRST     CLASS II
 HW1910
 HW1910.The horizontal coordinates were scaled from a topographic map and have
 HW1910.an estimated accuracy of +/- 6 seconds.
 HW1910
 HW1910.The orthometric height was determined by differential leveling
 HW1910.and adjusted by the National Geodetic Survey in June 1991..
 HW1910
 HW1910.The geoid height was determined by GEOID03.
 HW1910
 HW1910.The dynamic height is computed by dividing the NAVD 88
 HW1910.geopotential number by the normal gravity value computed on the
 HW1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1910.degrees latitude (g = 980.6199 gals.).
 HW1910
 HW1910.The modeled gravity was interpolated from observed gravity values.
 HW1910
 HW1910;                    North         East    Units  Estimated Accuracy
 HW1910;SPC WV S     -   209,970.      711,900.      MT  (+/- 180 meters Scaled)
 HW1910
 HW1910                          SUPERSEDED SURVEY CONTROL
 HW1910
 HW1910  NGVD 29 (??/??/92)  704.906  (m)         2312.68   (f) ADJ UNCH    1 2
 HW1910
 HW1910.Superseded values are not recommended for survey control.
 HW1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1910.See file dsdata.txt to determine how the superseded data were derived.
 HW1910
 HW1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD118047(NAD 83)
 HW1910_MARKER: DB = BENCH MARK DISK
 HW1910_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1910_SP_SET: CULVERT
 HW1910_STAMPING: C 3 1933
 HW1910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1910
 HW1910  HISTORY     - Date     Condition        Report By
 HW1910  HISTORY     - 1933     MONUMENTED       CGS
 HW1910  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1910  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1910
 HW1910                          STATION DESCRIPTION
 HW1910
 HW1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW1910'13.1 MI SE FROM ELKINS.
 HW1910'13.1 MILES SOUTHEAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1910'STATION AT ELKINS, RANDOLPH COUNTY, 30 FEET NORTH OF THE STATION
 HW1910'AT WEESE, AT A STONE CULVERT, IN THE TOP OF THE SOUTHWEST CORNER
 HW1910'OF THE WEST COPING, 12 FEET WEST OF THE CENTERLINE OF THE TRACK,
 HW1910'AND ABOUT 6 INCHES LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 HW1910'C 3 1933.
 HW1910
 HW1910                          STATION RECOVERY (1983)
 HW1910
 HW1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1910'MARK NOT FOUND.
 HW1910
 HW1910                          STATION RECOVERY (1983)
 HW1910
 HW1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1496 ***********************************************************************
 GX1496  DESIGNATION -  C 30
 GX1496  PID         -  GX1496
 GX1496  STATE/COUNTY-  WV/MERCER
 GX1496  USGS QUAD   -  BLUEFIELD (1979)
 GX1496
 GX1496                         *CURRENT SURVEY CONTROL
 GX1496  ___________________________________________________________________
 GX1496* NAD 83(1986)-  37 15 02.     (N)    081 12 50.     (W)     SCALED    
 GX1496* NAVD 88     -       817.701  (meters)    2682.74   (feet)  ADJUSTED  
 GX1496  ___________________________________________________________________
 GX1496  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GX1496  DYNAMIC HT  -         816.969 (meters)    2680.34  (feet)  COMP
 GX1496  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 GX1496
 GX1496  VERT ORDER  -  FIRST     CLASS II
 GX1496
 GX1496.The horizontal coordinates were scaled from a topographic map and have
 GX1496.an estimated accuracy of +/- 6 seconds.
 GX1496
 GX1496.The orthometric height was determined by differential leveling
 GX1496.and adjusted by the National Geodetic Survey in June 1991..
 GX1496
 GX1496.The geoid height was determined by GEOID03.
 GX1496
 GX1496.The dynamic height is computed by dividing the NAVD 88
 GX1496.geopotential number by the normal gravity value computed on the
 GX1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1496.degrees latitude (g = 980.6199 gals.).
 GX1496
 GX1496.The modeled gravity was interpolated from observed gravity values.
 GX1496
 GX1496;                    North         East    Units  Estimated Accuracy
 GX1496;SPC WV S     -    27,830.      581,020.      MT  (+/- 180 meters Scaled)
 GX1496
 GX1496                          SUPERSEDED SURVEY CONTROL
 GX1496
 GX1496  NGVD 29 (??/??/92)  817.781  (m)         2683.00   (f) ADJ UNCH    1 2
 GX1496
 GX1496.Superseded values are not recommended for survey control.
 GX1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1496.See file dsdata.txt to determine how the superseded data were derived.
 GX1496
 GX1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB810226(NAD 83)
 GX1496_MARKER: DB = BENCH MARK DISK
 GX1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1496_STAMPING: C 30 1934
 GX1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1496+STABILITY: SURFACE MOTION
 GX1496
 GX1496  HISTORY     - Date     Condition        Report By
 GX1496  HISTORY     - 1934     MONUMENTED       CGS
 GX1496  HISTORY     - 1965     GOOD             NGS
 GX1496  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1496
 GX1496                          STATION DESCRIPTION
 GX1496
 GX1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1496'AT BLUEFIELD.
 GX1496'AT BLUEFIELD, ABOUT 1.7 MILES SOUTH ALONG U.S. HIGHWAYS 52
 GX1496'AND 21 FROM THE FEDERAL OFFICE BUILDING, NEAR THE INTERSECTION
 GX1496'OF WASHINGTON STREET AND CUMBERLAND DRIVE, 21 1/2 FEET NORTHWEST
 GX1496'OF THE CENTER LINE OF THE DRIVE, 1.2 FEET SOUTHWEST OF THE
 GX1496'SOUTHWEST CURB OF THE STREET, 1.4 FEET NORTHEAST OF A VERTICAL
 GX1496'PIPE ABOUT 4 1/2 FEET HIGH, 3.2 FEET NORTH OF A CONCRETE STREET
 GX1496'MARKER, ABOUT LEVEL WITH WASHINGTON STREET AND SET IN THE TOP
 GX1496'OF A CONCRETE POST ABOUT 0.3 FOOT UNDERGROUND.
 GX1496
 GX1496                          STATION RECOVERY (1984)
 GX1496
 GX1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1496'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0783 ***********************************************************************
 JW0783  DESIGNATION -  C 31
 JW0783  PID         -  JW0783
 JW0783  STATE/COUNTY-  WV/MINERAL
 JW0783  USGS QUAD   -  WESTERNPORT (1981)
 JW0783
 JW0783                         *CURRENT SURVEY CONTROL
 JW0783  ___________________________________________________________________
 JW0783* NAD 83(1986)-  39 28 40.     (N)    079 03 12.     (W)     SCALED    
 JW0783* NAVD 88     -       284.750  (meters)     934.22   (feet)  ADJUSTED  
 JW0783  ___________________________________________________________________
 JW0783  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JW0783  DYNAMIC HT  -         284.557 (meters)     933.58  (feet)  COMP
 JW0783  MODELED GRAV-     979,943.6   (mgal)                       NAVD 88
 JW0783
 JW0783  VERT ORDER  -  SECOND    CLASS 0
 JW0783
 JW0783.The horizontal coordinates were scaled from a topographic map and have
 JW0783.an estimated accuracy of +/- 6 seconds.
 JW0783
 JW0783.The orthometric height was determined by differential leveling
 JW0783.and adjusted by the National Geodetic Survey in June 1991..
 JW0783
 JW0783.The geoid height was determined by GEOID03.
 JW0783
 JW0783.The dynamic height is computed by dividing the NAVD 88
 JW0783.geopotential number by the normal gravity value computed on the
 JW0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0783.degrees latitude (g = 980.6199 gals.).
 JW0783
 JW0783.The modeled gravity was interpolated from observed gravity values.
 JW0783
 JW0783;                    North         East    Units  Estimated Accuracy
 JW0783;SPC WV N     -   108,650.      638,430.      MT  (+/- 180 meters Scaled)
 JW0783
 JW0783                          SUPERSEDED SURVEY CONTROL
 JW0783
 JW0783  NGVD 29 (??/??/92)  284.917  (m)          934.77   (f) ADJ UNCH    2 0
 JW0783
 JW0783.Superseded values are not recommended for survey control.
 JW0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0783.See file dsdata.txt to determine how the superseded data were derived.
 JW0783
 JW0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD674716(NAD 83)
 JW0783_MARKER: DB = BENCH MARK DISK
 JW0783_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW0783_STAMPING: C 31 1935
 JW0783_MARK LOGO: CGS   
 JW0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0783
 JW0783  HISTORY     - Date     Condition        Report By
 JW0783  HISTORY     - 1935     MONUMENTED       CGS
 JW0783  HISTORY     - 1939     GOOD             NGS
 JW0783  HISTORY     - 1983     GOOD             NGS
 JW0783
 JW0783                          STATION DESCRIPTION
 JW0783
 JW0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0783'0.8 MI E FROM WEST VIRGINIA CENTRAL JUNCTION.
 JW0783'0.8 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0783'STATION AT WEST VIRGINIA CENTRAL JUNCTION, MINERAL COUNTY, AT
 JW0783'PIEDMONT, 480 FEET NORTHEAST OF MILEPOST B 207-W 172, AT A
 JW0783'HIGHWAY OVERPASS, IN THE FACE OF THE EAST CONCRETE ABUTMENT, 15
 JW0783'FEET EAST OF THE CENTER LINE OF THE EAST TRACK, AND 3 FEET ABOVE
 JW0783'THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED C 31 1935 AND
 JW0783'SET VERTICALLY.
 JW0783
 JW0783                          STATION RECOVERY (1939)
 JW0783
 JW0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 JW0783'RECOVERED IN GOOD CONDITION.
 JW0783
 JW0783                          STATION RECOVERY (1983)
 JW0783
 JW0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0783'RECOVERED IN GOOD CONDITION, THE MARK IS INACCESSIBLE TO THE NEW LEVEL
 JW0783'LINE, NOT LEVELED TO IN 1983, NOTE--THE BRIDGE IS NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2955 ***********************************************************************
 KY2955  DESIGNATION -  C 312
 KY2955  PID         -  KY2955
 KY2955  STATE/COUNTY-  WV/HANCOCK
 KY2955  USGS QUAD   -  EAST LIVERPOOL SOUTH (1985)
 KY2955
 KY2955                         *CURRENT SURVEY CONTROL
 KY2955  ___________________________________________________________________
 KY2955* NAD 83(1986)-  40 36 55.     (N)    080 37 12.     (W)     SCALED    
 KY2955* NAVD 88     -       208.823  (meters)     685.11   (feet)  ADJUSTED  
 KY2955  ___________________________________________________________________
 KY2955  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KY2955  DYNAMIC HT  -         208.717 (meters)     684.77  (feet)  COMP
 KY2955  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 KY2955
 KY2955  VERT ORDER  -  FIRST     CLASS II
 KY2955
 KY2955.The horizontal coordinates were scaled from a topographic map and have
 KY2955.an estimated accuracy of +/- 6 seconds.
 KY2955
 KY2955.The orthometric height was determined by differential leveling
 KY2955.and adjusted by the National Geodetic Survey in June 1991..
 KY2955
 KY2955.The geoid height was determined by GEOID03.
 KY2955
 KY2955.The dynamic height is computed by dividing the NAVD 88
 KY2955.geopotential number by the normal gravity value computed on the
 KY2955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2955.degrees latitude (g = 980.6199 gals.).
 KY2955
 KY2955.The modeled gravity was interpolated from observed gravity values.
 KY2955
 KY2955;                    North         East    Units  Estimated Accuracy
 KY2955;SPC WV N     -   235,440.      505,220.      MT  (+/- 180 meters Scaled)
 KY2955
 KY2955                          SUPERSEDED SURVEY CONTROL
 KY2955
 KY2955.No superseded survey control is available for this station.
 KY2955
 KY2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE321961(NAD 83)
 KY2955_MARKER: DB = BENCH MARK DISK
 KY2955_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY2955_SP_SET: BRIDGE ABUTMENT
 KY2955_STAMPING: C 312 1983
 KY2955_MARK LOGO: NGS   
 KY2955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2955
 KY2955  HISTORY     - Date     Condition        Report By
 KY2955  HISTORY     - 1983     MONUMENTED       NGS
 KY2955
 KY2955                          STATION DESCRIPTION
 KY2955
 KY2955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2955'1.6 KM (1.0 MI) SW FROM NEWELL.
 KY2955'1.5 KM (0.95 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 KY2955'OF FIFTH STREET IN NEWELL TO THE JUNCTION OF A PAVED ROAD LEADING
 KY2955'SOUTHWEST, THENCE 0.08 KM (0.05 MI) SOUTHWEST ALONG THE PAVED ROAD TO
 KY2955'THE MARK ON THE RIGHT, IN THE TOP OF THE SECOND CAPSTONE OF THE
 KY2955'SOUTHWEST ABUTMENT OF A RAILROAD BRIDGE OVER A CREEK, 29.26 METERS
 KY2955'(96.0 FT) NORTH-NORTHEAST OF THE CENTER OF THE PAVED ROAD, 3.78 METERS
 KY2955'(12.4 FT) NORTHWEST OF THE NORTHWEST RAIL, 0.58 METER (1.9 FT)
 KY2955'NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT.
 KY2955'THE MARK IS 0.91 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1041 ***********************************************************************
 JW1041  DESIGNATION -  C 313
 JW1041  PID         -  JW1041
 JW1041  STATE/COUNTY-  WV/MONONGALIA
 JW1041  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1041
 JW1041                         *CURRENT SURVEY CONTROL
 JW1041  ___________________________________________________________________
 JW1041* NAD 83(1986)-  39 38 35.     (N)    079 55 49.     (W)     SCALED    
 JW1041* NAVD 88     -       378.800  (meters)    1242.78   (feet)  ADJUSTED  
 JW1041  ___________________________________________________________________
 JW1041  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JW1041  DYNAMIC HT  -         378.578 (meters)    1242.05  (feet)  COMP
 JW1041  MODELED GRAV-     980,028.2   (mgal)                       NAVD 88
 JW1041
 JW1041  VERT ORDER  -  FIRST     CLASS II
 JW1041
 JW1041.The horizontal coordinates were scaled from a topographic map and have
 JW1041.an estimated accuracy of +/- 6 seconds.
 JW1041
 JW1041.The orthometric height was determined by differential leveling
 JW1041.and adjusted by the National Geodetic Survey in April 1995..
 JW1041
 JW1041.The geoid height was determined by GEOID03.
 JW1041
 JW1041.The dynamic height is computed by dividing the NAVD 88
 JW1041.geopotential number by the normal gravity value computed on the
 JW1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1041.degrees latitude (g = 980.6199 gals.).
 JW1041
 JW1041.The modeled gravity was interpolated from observed gravity values.
 JW1041
 JW1041;                    North         East    Units  Estimated Accuracy
 JW1041;SPC WV N     -   126,990.      563,070.      MT  (+/- 180 meters Scaled)
 JW1041
 JW1041                          SUPERSEDED SURVEY CONTROL
 JW1041
 JW1041  NAVD 88 (06/15/91)  378.810  (m)         1242.81   (f) UNKNOWN     1 2
 JW1041
 JW1041.Superseded values are not recommended for survey control.
 JW1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1041.See file dsdata.txt to determine how the superseded data were derived.
 JW1041
 JW1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND917886(NAD 83)
 JW1041_MARKER: I = METAL ROD
 JW1041_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1041+WITH SETTING: INFORMATION.
 JW1041_SP_SET: METAL ROD DRIVEN INTO GROUND
 JW1041_STAMPING: C 313 1983
 JW1041_MARK LOGO: NGS   
 JW1041_PROJECTION: FLUSH
 JW1041_MAGNETIC: I = MARKER IS A STEEL ROD
 JW1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1041+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 JW1041_ROD/PIPE-DEPTH: 1.3  meters
 JW1041
 JW1041  HISTORY     - Date     Condition        Report By
 JW1041  HISTORY     - 1983     MONUMENTED       NGS
 JW1041  HISTORY     - 19930817 GOOD             NGS
 JW1041
 JW1041                          STATION DESCRIPTION
 JW1041
 JW1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1041'3.2 KM (2.0 MI) NE FROM MORGANTOWN.
 JW1041'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JW1041'3.2 KM (2.0 MI) NORTH ALONG U.S. HIGHWAY 119 FROM THE JUNCTION OF
 JW1041'STATE HIGHWAY 7 IN MORGANTOWN TO THE MARK ON THE LEFT, IN THE FRONT
 JW1041'LAWN OF THE NATIONAL GUARD ARMORY, 15.85 METERS (52.0 FT) NORTHWEST OF
 JW1041'THE CENTERLINE OF THE HIGHWAY, 0.46 METER (1.5 FT) SOUTHWEST OF THE
 JW1041'SOUTH CORNER OF THE CONCRETE BASE OF THE FLAGPOLE.  NOTE--SEVERAL
 JW1041'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 JW1041
 JW1041                          STATION RECOVERY (1993)
 JW1041
 JW1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JW1041'1.7 KM (1.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 857 FROM THE
 JW1041'JUNCTION OF INTERSTATE HIGHWAY 68 IN MORGANTOWN (EXIT 7), THENCE 2.1
 JW1041'KM (1.30 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 119, 15.6 M (51.2 FT)
 JW1041'NORTHWEST OF THE HIGHWAY CENTERLINE, 10.6 M (34.8 FT) SOUTHEAST OF
 JW1041'THE SOUTHEAST FACE OF THE NATIONAL GUARD ARMORY, 9.5 M (31.2 FT)
 JW1041'SOUTHWEST OF THE SOUTH CORNER OF THE SOUTHEAST WING OF THE ARMORY,
 JW1041'0.5 M (1.6 FT) SOUTHWEST OF THE SOUTH CORNER OF A FLAG POLE FOOTING,
 JW1041'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 JW1041'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 JW1041'REFUSAL AND ANCHORED, AT 1.3 METERS AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1721 ***********************************************************************
 JX1721  DESIGNATION -  C 314
 JX1721  PID         -  JX1721
 JX1721  STATE/COUNTY-  WV/WOOD
 JX1721  USGS QUAD   -  PARKERSBURG (1994)
 JX1721
 JX1721                         *CURRENT SURVEY CONTROL
 JX1721  ___________________________________________________________________
 JX1721* NAD 83(1986)-  39 16 41.     (N)    081 32 40.     (W)     SCALED    
 JX1721* NAVD 88     -       205.618  (meters)     674.60   (feet)  ADJUSTED  
 JX1721  ___________________________________________________________________
 JX1721  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JX1721  DYNAMIC HT  -         205.490 (meters)     674.18  (feet)  COMP
 JX1721  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 JX1721
 JX1721  VERT ORDER  -  FIRST     CLASS II
 JX1721
 JX1721.The horizontal coordinates were scaled from a topographic map and have
 JX1721.an estimated accuracy of +/- 6 seconds.
 JX1721
 JX1721.The orthometric height was determined by differential leveling
 JX1721.and adjusted by the National Geodetic Survey in June 1991..
 JX1721
 JX1721.The geoid height was determined by GEOID03.
 JX1721
 JX1721.The dynamic height is computed by dividing the NAVD 88
 JX1721.geopotential number by the normal gravity value computed on the
 JX1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1721.degrees latitude (g = 980.6199 gals.).
 JX1721
 JX1721.The modeled gravity was interpolated from observed gravity values.
 JX1721
 JX1721;                    North         East    Units  Estimated Accuracy
 JX1721;SPC WV N     -    88,380.      423,620.      MT  (+/- 180 meters Scaled)
 JX1721
 JX1721                          SUPERSEDED SURVEY CONTROL
 JX1721
 JX1721.No superseded survey control is available for this station.
 JX1721
 JX1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD530477(NAD 83)
 JX1721_MARKER: I = METAL ROD
 JX1721_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JX1721_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JX1721_STAMPING: C 314 1983
 JX1721_MARK LOGO: NGS   
 JX1721_PROJECTION: FLUSH
 JX1721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1721+STABILITY: POSITION/ELEVATION WELL
 JX1721_ROD/PIPE-DEPTH: 25.6 meters
 JX1721_SLEEVE-DEPTH  : 6.0 meters
 JX1721
 JX1721  HISTORY     - Date     Condition        Report By
 JX1721  HISTORY     - 1983     MONUMENTED       NGS
 JX1721  HISTORY     - 1983     GOOD             NGS
 JX1721  HISTORY     - 1984     GOOD             NGS
 JX1721
 JX1721                          STATION DESCRIPTION
 JX1721
 JX1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1721'IN PARKERSBURG.
 JX1721'IN PARKERSBURG, AT THE PARKERSBURG HIGH SCHOOL, AT THE JUNCTION OF
 JX1721'DUDLEY AND WASHINGTON AVENUES, ON THE SOUTHEAST SIDE  OF THE CONCRETE
 JX1721'BASE OF THE SOUTHWEST ONE OF TWO FLAGPOLES, 0.1 KM (0.05 MI) NORTHWEST
 JX1721'OF THE CENTERLINE OF DUDLEY AVENUE, 18.0 METERS (59.2 FT)
 JX1721'EAST-SOUTHEAST OF THE EAST CORNER OF THE BOTTOM CONCRETE STEP OF THE
 JX1721'FIRST ENTRANCE DOORS SOUTHWEST OF THE MAIN ENTRANCE OF THE SCHOOL,
 JX1721'3.60 METERS (11.9 FT) NORTHWEST OF THE SOUTHWEST CURBING AROUND THE
 JX1721'GRASSY LOT AROUND THE FLAGPOLE, 0.91 METER (3.0 FT) SOUTHEAST OF THE
 JX1721'SOUTHEAST FACE OF THE CONCRETE BASE OF THE FLAGPOLE (INSCRIBED
 JX1721'PRESENTED BY MAY CLASS OF 1926).
 JX1721'THE MARK IS 0.18 M ABOVE SIDEWALK.
 JX1721
 JX1721                          STATION RECOVERY (1983)
 JX1721
 JX1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1721'RECOVERED IN GOOD CONDITION.
 JX1721
 JX1721                          STATION RECOVERY (1984)
 JX1721
 JX1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1788 ***********************************************************************
 JX1788  DESIGNATION -  C 315
 JX1788  PID         -  JX1788
 JX1788  STATE/COUNTY-  WV/TAYLOR
 JX1788  USGS QUAD   -  GRAFTON (1976)
 JX1788
 JX1788                         *CURRENT SURVEY CONTROL
 JX1788  ___________________________________________________________________
 JX1788* NAD 83(1986)-  39 20 28.     (N)    080 01 28.     (W)     SCALED    
 JX1788* NAVD 88     -       316.588  (meters)    1038.67   (feet)  ADJUSTED  
 JX1788  ___________________________________________________________________
 JX1788  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JX1788  DYNAMIC HT  -         316.391 (meters)    1038.03  (feet)  COMP
 JX1788  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 JX1788
 JX1788  VERT ORDER  -  FIRST     CLASS II
 JX1788
 JX1788.The horizontal coordinates were scaled from a topographic map and have
 JX1788.an estimated accuracy of +/- 6 seconds.
 JX1788
 JX1788.The orthometric height was determined by differential leveling
 JX1788.and adjusted by the National Geodetic Survey in June 1991..
 JX1788
 JX1788.The geoid height was determined by GEOID03.
 JX1788
 JX1788.The dynamic height is computed by dividing the NAVD 88
 JX1788.geopotential number by the normal gravity value computed on the
 JX1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1788.degrees latitude (g = 980.6199 gals.).
 JX1788
 JX1788.The modeled gravity was interpolated from observed gravity values.
 JX1788
 JX1788;                    North         East    Units  Estimated Accuracy
 JX1788;SPC WV N     -    93,510.      554,790.      MT  (+/- 180 meters Scaled)
 JX1788
 JX1788                          SUPERSEDED SURVEY CONTROL
 JX1788
 JX1788.No superseded survey control is available for this station.
 JX1788
 JX1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND840550(NAD 83)
 JX1788_MARKER: DB = BENCH MARK DISK
 JX1788_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JX1788_SP_SET: BUILDING FOUNDATION
 JX1788_STAMPING: C 315 1983
 JX1788_MARK LOGO: NGS   
 JX1788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1788+STABILITY: POSITION/ELEVATION WELL
 JX1788
 JX1788  HISTORY     - Date     Condition        Report By
 JX1788  HISTORY     - 1983     MONUMENTED       NGS
 JX1788  HISTORY     - 1983     GOOD             NGS
 JX1788  HISTORY     - 1983     GOOD             NGS
 JX1788
 JX1788                          STATION DESCRIPTION
 JX1788
 JX1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1788'IN GRAFTON.
 JX1788'IN GRAFTON, AT THE POST OFFICE, AT THE JUNCTION OF WEST MAIN AND ST.
 JX1788'MARYS STREETS, ON THE EAST SIDE OF THE MAIN ENTRANCE, 6.85 METERS
 JX1788'(21.5 FT) SOUTH OF THE SOUTH CURB OF WEST MAIN STREET, 1.37 METERS
 JX1788'(4.5 FT) EAST OF THE CENTER OF THE EASTERLY SET OF ENTRANCE DOORS,
 JX1788'0.36 METER (1.2 FT) WEST OF THE WEST FACE OF THE STONE BASE OF THE
 JX1788'EAST STONE PILLAR FENCE RAIL OF THE ENTRANCE.
 JX1788'THE MARK IS 0.30 M ABOVE SIDEWALK.
 JX1788
 JX1788                          STATION RECOVERY (1983)
 JX1788
 JX1788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1788'RECOVERED IN GOOD CONDITION.
 JX1788
 JX1788                          STATION RECOVERY (1983)
 JX1788
 JX1788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1678 ***********************************************************************
 JX1678  DESIGNATION -  C 316
 JX1678  PID         -  JX1678
 JX1678  STATE/COUNTY-  WV/MARSHALL
 JX1678  USGS QUAD   -  BUSINESSBURG (1976)
 JX1678
 JX1678                         *CURRENT SURVEY CONTROL
 JX1678  ___________________________________________________________________
 JX1678* NAD 83(1986)-  39 54 31.     (N)    080 46 24.     (W)     SCALED    
 JX1678* NAVD 88     -       199.171  (meters)     653.45   (feet)  ADJUSTED  
 JX1678  ___________________________________________________________________
 JX1678  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JX1678  DYNAMIC HT  -         199.060 (meters)     653.08  (feet)  COMP
 JX1678  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 JX1678
 JX1678  VERT ORDER  -  FIRST     CLASS II
 JX1678
 JX1678.The horizontal coordinates were scaled from a topographic map and have
 JX1678.an estimated accuracy of +/- 6 seconds.
 JX1678
 JX1678.The orthometric height was determined by differential leveling
 JX1678.and adjusted by the National Geodetic Survey in June 1991..
 JX1678
 JX1678.The geoid height was determined by GEOID03.
 JX1678
 JX1678.The dynamic height is computed by dividing the NAVD 88
 JX1678.geopotential number by the normal gravity value computed on the
 JX1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1678.degrees latitude (g = 980.6199 gals.).
 JX1678
 JX1678.The modeled gravity was interpolated from observed gravity values.
 JX1678
 JX1678;                    North         East    Units  Estimated Accuracy
 JX1678;SPC WV N     -   157,150.      491,130.      MT  (+/- 180 meters Scaled)
 JX1678
 JX1678                          SUPERSEDED SURVEY CONTROL
 JX1678
 JX1678.No superseded survey control is available for this station.
 JX1678
 JX1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE193176(NAD 83)
 JX1678_MARKER: I = METAL ROD
 JX1678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1678_SP_SET: STAINLESS STEEL ROD
 JX1678_STAMPING: C 316 1983
 JX1678_MARK LOGO: NGS   
 JX1678_PROJECTION: FLUSH
 JX1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1678_ROD/PIPE-DEPTH: 3.7  meters
 JX1678
 JX1678  HISTORY     - Date     Condition        Report By
 JX1678  HISTORY     - 1983     MONUMENTED       NGS
 JX1678
 JX1678                          STATION DESCRIPTION
 JX1678
 JX1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1678'3.4 KM (2.1 MI) SW FROM MOUNDSVILLE.
 JX1678'3.4 KM (2.1 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 JX1678'IN MOUNDSVILLE TO THE MARK ON THE RIGHT AND ACROSS THE BALTIMORE AND
 JX1678'OHIO RAILROAD TRACKS AT RAILROAD MILE MARKER 13, 20.12 METERS
 JX1678'(66.0 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE
 JX1678'HIGHWAY, 5.73 METERS (18.8 FT) NORTHEAST OF THE NORTHEAST RAIL,
 JX1678'1.89 METERS (6.2 FT) NORTHEAST OF MILE MARKER 13, 0.58 METER (1.9 FT)
 JX1678'SOUTHEAST OF A VERTICAL RAILROAD TRACK PROJECTING 2.6 FT AND WITH A 13
 JX1678'PAINTED ON IT FACING THE HIGHWAY.
 JX1678'THE MARK IS 0.38 METERS  SW FROM A WITNESS POST.
 JX1678'THE MARK IS 0.46 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1099 ***********************************************************************
 JW1099  CBN         -  This is a Cooperative Base Network Control Station.
 JW1099  DESIGNATION -  C 317
 JW1099  PID         -  JW1099
 JW1099  STATE/COUNTY-  WV/TAYLOR
 JW1099  USGS QUAD   -  THORNTON (1976)
 JW1099
 JW1099                         *CURRENT SURVEY CONTROL
 JW1099  ___________________________________________________________________
 JW1099* NAD 83(1995)-  39 20 38.54394(N)    079 58 03.73841(W)     ADJUSTED  
 JW1099* NAVD 88     -       357.872  (meters)    1174.12   (feet)  ADJUSTED  
 JW1099  ___________________________________________________________________
 JW1099  X           -     860,468.802 (meters)                     COMP
 JW1099  Y           -  -4,863,927.890 (meters)                     COMP
 JW1099  Z           -   4,022,134.254 (meters)                     COMP
 JW1099  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 JW1099  ELLIP HEIGHT-         325.83  (meters)          (04/23/01) GPS OBS
 JW1099  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JW1099  DYNAMIC HT  -         357.647 (meters)    1173.38  (feet)  COMP
 JW1099  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 JW1099
 JW1099  HORZ ORDER  -  A
 JW1099  VERT ORDER  -  FIRST     CLASS II
 JW1099  ELLP ORDER  -  FOURTH    CLASS I
 JW1099
 JW1099.The horizontal coordinates were established by GPS observations
 JW1099.and adjusted by the National Geodetic Survey in April 2001..
 JW1099
 JW1099.The orthometric height was determined by differential leveling
 JW1099.and adjusted by the National Geodetic Survey in June 1991..
 JW1099
 JW1099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1099
 JW1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1099
 JW1099.The ellipsoidal height was determined by GPS observations
 JW1099.and is referenced to NAD 83.
 JW1099
 JW1099.The geoid height was determined by GEOID03.
 JW1099
 JW1099.The dynamic height is computed by dividing the NAVD 88
 JW1099.geopotential number by the normal gravity value computed on the
 JW1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1099.degrees latitude (g = 980.6199 gals.).
 JW1099
 JW1099.The modeled gravity was interpolated from observed gravity values.
 JW1099
 JW1099;                    North         East     Units Scale Factor Converg.
 JW1099;SPC WV N     -    93,807.502   559,683.413   MT  0.99995278   -0 17 53.8
 JW1099;UTM  17      - 4,355,464.264   588,954.680   MT  0.99969743   +0 39 16.2
 JW1099
 JW1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1099!SPC WV N     -   0.99994888  x   0.99995278  =   0.99990167
 JW1099!UTM  17      -   0.99994888  x   0.99969743  =   0.99964633
 JW1099
 JW1099                          SUPERSEDED SURVEY CONTROL
 JW1099
 JW1099  NAVD 88 (04/23/01)  357.87   (m)         1174.1    (f) LEVELING    3  
 JW1099
 JW1099.Superseded values are not recommended for survey control.
 JW1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1099.See file dsdata.txt to determine how the superseded data were derived.
 JW1099
 JW1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8895555464(NAD 83)
 JW1099_MARKER: DB = BENCH MARK DISK
 JW1099_SETTING: 66 = SET IN ROCK OUTCROP
 JW1099_SP_SET: ROCK OUTCROP
 JW1099_STAMPING: C 317 1983
 JW1099_MARK LOGO: NGS   
 JW1099_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1099+STABILITY: POSITION/ELEVATION WELL
 JW1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1099+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2000
 JW1099
 JW1099  HISTORY     - Date     Condition        Report By
 JW1099  HISTORY     - 1983     MONUMENTED       NGS
 JW1099  HISTORY     - 20000330 GOOD             WVALS
 JW1099
 JW1099                          STATION DESCRIPTION
 JW1099
 JW1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1099'3.5 KM (2.2 MI) EAST FROM GRAFTON.
 JW1099'3.5 KM (2.2 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION OF
 JW1099'STATE HIGHWAY 119 IN GRAFTON TO THE MARK ON THE LEFT, IN TOP OF THE
 JW1099'BASE OF A ROCK CUT, NEAR THE JUNCTION OF OLD U.S. HIGHWAY 50,
 JW1099'5.80 METERS (19.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JW1099'21.33 METERS (70.0 FT) SOUTHWEST OF THE CENTER OF THE JUNCTION OF OLD
 JW1099'HIGHWAY 50, 12.80 METERS (42.0 FT) SOUTHWEST OF A STOP SIGN.
 JW1099'THE MARK IS 0.40 METERS  NW FROM A WITNESS POST.
 JW1099'THE MARK IS 0.30 M ABOVE HIGHWAY.
 JW1099
 JW1099                          STATION RECOVERY (2000)
 JW1099
 JW1099'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (RLR)
 JW1099'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) EAST OF GRAFTON, 2.6 KM
 JW1099'(1.6 MI) SOUTHEAST OF BROWNLOW AND 2.25 KM (1.4 MI) WEST OF
 JW1099'THORNTON.
 JW1099'
 JW1099'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 119 AND 50
 JW1099'IN BLUEVILLE ON THE EAST SIDE OF GRAFTON, GO EAST ON HIGHWAY 50 FOR
 JW1099'3.4 KM (2.1 MI) TO THE JUNCTION OF OLD U.S. HIGHWAY 50 AND COUNTY
 JW1099'ROUTE 50/21 AND THE STATION ON THE LEFT IN THE TOP OF A ROCK
 JW1099'OUTCROP.
 JW1099'
 JW1099'THE STATION IS 21.3 M (70 FT) WEST OF THE JUNCTION, 17.2 M (56.5 FT)
 JW1099'NORTH-NORTHEAST OF POWER POLE, 6.1 M (20 FT) NORTH OF HIGHWAY 50
 JW1099'AND 6.1 M (20 FT) SOUTH OF OLD HIGHWAY 50 AND ROUTE 50/21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1750 ***********************************************************************
 JX1750  DESIGNATION -  C 319
 JX1750  PID         -  JX1750
 JX1750  STATE/COUNTY-  WV/RITCHIE
 JX1750  USGS QUAD   -  ELLENBORO (1975)
 JX1750
 JX1750                         *CURRENT SURVEY CONTROL
 JX1750  ___________________________________________________________________
 JX1750* NAD 83(1986)-  39 15 38.     (N)    081 03 46.     (W)     SCALED    
 JX1750* NAVD 88     -       249.607  (meters)     818.92   (feet)  ADJUSTED  
 JX1750  ___________________________________________________________________
 JX1750  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JX1750  DYNAMIC HT  -         249.451 (meters)     818.41  (feet)  COMP
 JX1750  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 JX1750
 JX1750  VERT ORDER  -  FIRST     CLASS II
 JX1750
 JX1750.The horizontal coordinates were scaled from a topographic map and have
 JX1750.an estimated accuracy of +/- 6 seconds.
 JX1750
 JX1750.The orthometric height was determined by differential leveling
 JX1750.and adjusted by the National Geodetic Survey in June 1991..
 JX1750
 JX1750.The geoid height was determined by GEOID03.
 JX1750
 JX1750.The dynamic height is computed by dividing the NAVD 88
 JX1750.geopotential number by the normal gravity value computed on the
 JX1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1750.degrees latitude (g = 980.6199 gals.).
 JX1750
 JX1750.The modeled gravity was interpolated from observed gravity values.
 JX1750
 JX1750;                    North         East    Units  Estimated Accuracy
 JX1750;SPC WV N     -    85,610.      465,130.      MT  (+/- 180 meters Scaled)
 JX1750
 JX1750                          SUPERSEDED SURVEY CONTROL
 JX1750
 JX1750.No superseded survey control is available for this station.
 JX1750
 JX1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD945456(NAD 83)
 JX1750_MARKER: DB = BENCH MARK DISK
 JX1750_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1750_SP_SET: ABUTMENT
 JX1750_STAMPING: C 319 1983
 JX1750_MARK LOGO: NGS   
 JX1750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1750+STABILITY: POSITION/ELEVATION WELL
 JX1750
 JX1750  HISTORY     - Date     Condition        Report By
 JX1750  HISTORY     - 1983     MONUMENTED       NGS
 JX1750
 JX1750                          STATION DESCRIPTION
 JX1750
 JX1750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1750'0.6 KM (0.4 MI) WEST FROM ELLENBORO.
 JX1750'0.6 KM (0.4 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1750'HIGHWAY 16 IN ELLENBORO TO THE MARK ON THE LEFT, IN THE SOUTHWEST
 JX1750'ABUTMENT OF A BRIDGE ON THE EASTBOUND LANE OVER THE RAILROAD,
 JX1750'7.6 METERS (25.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 JX1750'THE HIGHWAY.
 JX1750'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0705 ***********************************************************************
 JW0705  DESIGNATION -  C 32
 JW0705  PID         -  JW0705
 JW0705  STATE/COUNTY-  WV/GRANT
 JW0705  USGS QUAD   -  MAYSVILLE (1995)
 JW0705
 JW0705                         *CURRENT SURVEY CONTROL
 JW0705  ___________________________________________________________________
 JW0705* NAD 83(1986)-  39 04 07.     (N)    079 07 29.     (W)     SCALED    
 JW0705* NAVD 88     -       321.972  (meters)    1056.34   (feet)  ADJUSTED  
 JW0705  ___________________________________________________________________
 JW0705  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JW0705  DYNAMIC HT  -         321.763 (meters)    1055.65  (feet)  COMP
 JW0705  MODELED GRAV-     979,967.8   (mgal)                       NAVD 88
 JW0705
 JW0705  VERT ORDER  -  SECOND    CLASS 0
 JW0705
 JW0705.The horizontal coordinates were scaled from a topographic map and have
 JW0705.an estimated accuracy of +/- 6 seconds.
 JW0705
 JW0705.The orthometric height was determined by differential leveling
 JW0705.and adjusted by the National Geodetic Survey in June 1991..
 JW0705
 JW0705.The geoid height was determined by GEOID03.
 JW0705
 JW0705.The dynamic height is computed by dividing the NAVD 88
 JW0705.geopotential number by the normal gravity value computed on the
 JW0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0705.degrees latitude (g = 980.6199 gals.).
 JW0705
 JW0705.The modeled gravity was interpolated from observed gravity values.
 JW0705
 JW0705;                    North         East    Units  Estimated Accuracy
 JW0705;SPC WV N     -    63,190.      632,480.      MT  (+/- 180 meters Scaled)
 JW0705
 JW0705                          SUPERSEDED SURVEY CONTROL
 JW0705
 JW0705  NGVD 29 (??/??/92)  322.116  (m)         1056.81   (f) ADJ UNCH    2 0
 JW0705
 JW0705.Superseded values are not recommended for survey control.
 JW0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0705.See file dsdata.txt to determine how the superseded data were derived.
 JW0705
 JW0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD622260(NAD 83)
 JW0705_MARKER: DB = BENCH MARK DISK
 JW0705_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0705_SP_SET: BRIDGE
 JW0705_STAMPING: C 32 1935
 JW0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0705
 JW0705  HISTORY     - Date     Condition        Report By
 JW0705  HISTORY     - 1935     MONUMENTED       CGS
 JW0705  HISTORY     - 1954     GOOD             NGS
 JW0705
 JW0705                          STATION DESCRIPTION
 JW0705
 JW0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0705'6 MI NW FROM PETERSBURG.
 JW0705'ABOUT 6.0 MILES NORTHWEST ALONG STATE HIGHWAY 42 FROM THE GRANT
 JW0705'COUNTY BANK AT PETERSBURG, GRANT COUNTY, AT A BRIDGE OVER SOUTH
 JW0705'FORK OF LUNICE CREEK, IN THE TOP OF THE WEST END OF THE NORTH
 JW0705'CONCRETE PIER, 14 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 JW0705'ABOUT 2 FEET LOWER THAN THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED
 JW0705'C 32 1935.
 JW0705
 JW0705                          STATION RECOVERY (1954)
 JW0705
 JW0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1773 ***********************************************************************
 JX1773  DESIGNATION -  C 320
 JX1773  PID         -  JX1773
 JX1773  STATE/COUNTY-  WV/HARRISON
 JX1773  USGS QUAD   -  CLARKSBURG (1976)
 JX1773
 JX1773                         *CURRENT SURVEY CONTROL
 JX1773  ___________________________________________________________________
 JX1773* NAD 83(1986)-  39 16 53.     (N)    080 15 29.     (W)     SCALED    
 JX1773* NAVD 88     -       296.299  (meters)     972.11   (feet)  ADJUSTED  
 JX1773  ___________________________________________________________________
 JX1773  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JX1773  DYNAMIC HT  -         296.115 (meters)     971.50  (feet)  COMP
 JX1773  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 JX1773
 JX1773  VERT ORDER  -  FIRST     CLASS II
 JX1773
 JX1773.The horizontal coordinates were scaled from a topographic map and have
 JX1773.an estimated accuracy of +/- 6 seconds.
 JX1773
 JX1773.The orthometric height was determined by differential leveling
 JX1773.and adjusted by the National Geodetic Survey in June 1991..
 JX1773
 JX1773.The geoid height was determined by GEOID03.
 JX1773
 JX1773.The dynamic height is computed by dividing the NAVD 88
 JX1773.geopotential number by the normal gravity value computed on the
 JX1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1773.degrees latitude (g = 980.6199 gals.).
 JX1773
 JX1773.The modeled gravity was interpolated from observed gravity values.
 JX1773
 JX1773;                    North         East    Units  Estimated Accuracy
 JX1773;SPC WV N     -    87,020.      534,600.      MT  (+/- 180 meters Scaled)
 JX1773
 JX1773                          SUPERSEDED SURVEY CONTROL
 JX1773
 JX1773.No superseded survey control is available for this station.
 JX1773
 JX1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND639482(NAD 83)
 JX1773_MARKER: DB = BENCH MARK DISK
 JX1773_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1773_SP_SET: ABUTMENT
 JX1773_STAMPING: C 320 1983
 JX1773_MARK LOGO: NGS   
 JX1773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1773+STABILITY: POSITION/ELEVATION WELL
 JX1773
 JX1773  HISTORY     - Date     Condition        Report By
 JX1773  HISTORY     - 1983     MONUMENTED       NGS
 JX1773
 JX1773                          STATION DESCRIPTION
 JX1773
 JX1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1773'IN BRIDGEPORT.
 JX1773'IN BRIDGEPORT, IN THE SOUTHWEST ABUTMENT OF THE U.S. HIGHWAY 50
 JX1773'BRIDGE, ON BEDROCK, OVER DAVISSON RUN, 5.4 METERS (18.0 FT) SOUTHWEST
 JX1773'OF THE CENTERLINE OF THE HIGHWAY.
 JX1773'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1811 ***********************************************************************
 JX1811  DESIGNATION -  C 322
 JX1811  PID         -  JX1811
 JX1811  STATE/COUNTY-  WV/TAYLOR
 JX1811  USGS QUAD   -  GRAFTON (1976)
 JX1811
 JX1811                         *CURRENT SURVEY CONTROL
 JX1811  ___________________________________________________________________
 JX1811* NAD 83(1986)-  39 15 21.     (N)    080 03 20.     (W)     SCALED    
 JX1811* NAVD 88     -       378.730  (meters)    1242.55   (feet)  ADJUSTED  
 JX1811  ___________________________________________________________________
 JX1811  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JX1811  DYNAMIC HT  -         378.490 (meters)    1241.76  (feet)  COMP
 JX1811  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 JX1811
 JX1811  VERT ORDER  -  FIRST     CLASS II
 JX1811
 JX1811.The horizontal coordinates were scaled from a topographic map and have
 JX1811.an estimated accuracy of +/- 6 seconds.
 JX1811
 JX1811.The orthometric height was determined by differential leveling
 JX1811.and adjusted by the National Geodetic Survey in June 1991..
 JX1811
 JX1811.The geoid height was determined by GEOID03.
 JX1811
 JX1811.The dynamic height is computed by dividing the NAVD 88
 JX1811.geopotential number by the normal gravity value computed on the
 JX1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1811.degrees latitude (g = 980.6199 gals.).
 JX1811
 JX1811.The modeled gravity was interpolated from observed gravity values.
 JX1811
 JX1811;                    North         East    Units  Estimated Accuracy
 JX1811;SPC WV N     -    84,060.      552,050.      MT  (+/- 180 meters Scaled)
 JX1811
 JX1811                          SUPERSEDED SURVEY CONTROL
 JX1811
 JX1811.No superseded survey control is available for this station.
 JX1811
 JX1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND814455(NAD 83)
 JX1811_MARKER: DB = BENCH MARK DISK
 JX1811_SETTING: 66 = SET IN ROCK OUTCROP
 JX1811_SP_SET: ROCK OUTCROP
 JX1811_STAMPING: C 322 1983
 JX1811_MARK LOGO: NGS   
 JX1811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1811+STABILITY: POSITION/ELEVATION WELL
 JX1811
 JX1811  HISTORY     - Date     Condition        Report By
 JX1811  HISTORY     - 1983     MONUMENTED       NGS
 JX1811
 JX1811                          STATION DESCRIPTION
 JX1811
 JX1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1811'11.7 KM (7.25 MI) SOUTH FROM GRAFTON.
 JX1811'11.7 KM (7.25 MI) SOUTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE IN
 JX1811'GRAFTON TO THE MARK ON THE LEFT, NEAR THE SOUTH END OF A ROCK CUT,
 JX1811'10.36 METERS (34.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 JX1811'30.78 METERS (101.0 FT) SOUTHEAST AND ACROSS THE HIGHWAY OF UTILITY
 JX1811'POLE 1A-286.
 JX1811'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 JX1811'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1707 ***********************************************************************
 JX1707  DESIGNATION -  C 323
 JX1707  PID         -  JX1707
 JX1707  STATE/COUNTY-  WV/PLEASANTS
 JX1707  USGS QUAD   -  BELMONT (1994)
 JX1707
 JX1707                         *CURRENT SURVEY CONTROL
 JX1707  ___________________________________________________________________
 JX1707* NAD 83(1986)-  39 22 44.     (N)    081 15 53.     (W)     SCALED    
 JX1707* NAVD 88     -       192.417  (meters)     631.29   (feet)  ADJUSTED  
 JX1707  ___________________________________________________________________
 JX1707  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JX1707  DYNAMIC HT  -         192.300 (meters)     630.90  (feet)  COMP
 JX1707  MODELED GRAV-     980,017.4   (mgal)                       NAVD 88
 JX1707
 JX1707  VERT ORDER  -  FIRST     CLASS II
 JX1707
 JX1707.The horizontal coordinates were scaled from a topographic map and have
 JX1707.an estimated accuracy of +/- 6 seconds.
 JX1707
 JX1707.The orthometric height was determined by differential leveling
 JX1707.and adjusted by the National Geodetic Survey in June 1991..
 JX1707
 JX1707.The geoid height was determined by GEOID03.
 JX1707
 JX1707.The dynamic height is computed by dividing the NAVD 88
 JX1707.geopotential number by the normal gravity value computed on the
 JX1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1707.degrees latitude (g = 980.6199 gals.).
 JX1707
 JX1707.The modeled gravity was interpolated from observed gravity values.
 JX1707
 JX1707;                    North         East    Units  Estimated Accuracy
 JX1707;SPC WV N     -    99,070.      447,960.      MT  (+/- 180 meters Scaled)
 JX1707
 JX1707                          SUPERSEDED SURVEY CONTROL
 JX1707
 JX1707.No superseded survey control is available for this station.
 JX1707
 JX1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD772588(NAD 83)
 JX1707_MARKER: I = METAL ROD
 JX1707_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1707_SP_SET: STAINLESS STEEL ROD
 JX1707_STAMPING: C 323 1983
 JX1707_MARK LOGO: NGS   
 JX1707_PROJECTION: FLUSH
 JX1707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1707_ROD/PIPE-DEPTH: 23.6 meters
 JX1707
 JX1707  HISTORY     - Date     Condition        Report By
 JX1707  HISTORY     - 1983     MONUMENTED       NGS
 JX1707
 JX1707                          STATION DESCRIPTION
 JX1707
 JX1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1707'IN BELMONT.
 JX1707'IN BELMONT, ALONG STATE HIGHWAY 2, AT THE BELMONT SCHOOL SIGN,
 JX1707'28.77 METERS (94.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JX1707'17.07 METERS (56.0 FT) WEST OF THE CENTER OF THE DRIVEWAY TO THE
 JX1707'SCHOOL, 1.25 METERS (4.1 FT) EAST OF THE EAST LEG OF THE SIGN,
 JX1707'0.76 METER (2.5 FT) SOUTH OF A BRICK PLANTER.
 JX1707'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3200 ***********************************************************************
 HW3200  DESIGNATION -  C 324
 HW3200  PID         -  HW3200
 HW3200  STATE/COUNTY-  WV/RANDOLPH
 HW3200  USGS QUAD   -  JUNIOR (1976)
 HW3200
 HW3200                         *CURRENT SURVEY CONTROL
 HW3200  ___________________________________________________________________
 HW3200* NAD 83(1986)-  38 56 10.     (N)    079 55 05.     (W)     SCALED    
 HW3200* NAVD 88     -       585.441  (meters)    1920.73   (feet)  ADJUSTED  
 HW3200  ___________________________________________________________________
 HW3200  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HW3200  DYNAMIC HT  -         585.026 (meters)    1919.37  (feet)  COMP
 HW3200  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 HW3200
 HW3200  VERT ORDER  -  FIRST     CLASS II
 HW3200
 HW3200.The horizontal coordinates were scaled from a topographic map and have
 HW3200.an estimated accuracy of +/- 6 seconds.
 HW3200
 HW3200.The orthometric height was determined by differential leveling
 HW3200.and adjusted by the National Geodetic Survey in June 1991..
 HW3200
 HW3200.The geoid height was determined by GEOID03.
 HW3200
 HW3200.The dynamic height is computed by dividing the NAVD 88
 HW3200.geopotential number by the normal gravity value computed on the
 HW3200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3200.degrees latitude (g = 980.6199 gals.).
 HW3200
 HW3200.The modeled gravity was interpolated from observed gravity values.
 HW3200
 HW3200;                    North         East    Units  Estimated Accuracy
 HW3200;SPC WV S     -   215,440.      693,810.      MT  (+/- 180 meters Scaled)
 HW3200
 HW3200                          SUPERSEDED SURVEY CONTROL
 HW3200
 HW3200.No superseded survey control is available for this station.
 HW3200
 HW3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND937102(NAD 83)
 HW3200_MARKER: DB = BENCH MARK DISK
 HW3200_SETTING: 66 = SET IN ROCK OUTCROP
 HW3200_SP_SET: ROCK OUTCROP
 HW3200_STAMPING: C 324 1983
 HW3200_MARK LOGO: NGS   
 HW3200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3200+STABILITY: POSITION/ELEVATION WELL
 HW3200
 HW3200  HISTORY     - Date     Condition        Report By
 HW3200  HISTORY     - 1983     MONUMENTED       NGS
 HW3200
 HW3200                          STATION DESCRIPTION
 HW3200
 HW3200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3200'7.6 KM (4.7 MI) WEST FROM ELKINS.
 HW3200'7.6 KM (4.7 MI) WEST ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 HW3200'ELKINS TO A LARGE ROCK OUTCROP AND THE MARK ON THE LEFT, 11.73 METERS
 HW3200'(38.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.88 METERS
 HW3200'(16.0 FT) NORTH OF THE NORTH RAIL OF THE BALTIMORE AND OHIO RAILROAD,
 HW3200'2.29 METERS (7.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE ROCK.
 HW3200'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 HW3200'THE MARK IS 0.8 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3221 ***********************************************************************
 GX3221  DESIGNATION -  C 325
 GX3221  PID         -  GX3221
 GX3221  STATE/COUNTY-  WV/GREENBRIER
 GX3221  USGS QUAD   -  WILLIAMSBURG (1972)
 GX3221
 GX3221                         *CURRENT SURVEY CONTROL
 GX3221  ___________________________________________________________________
 GX3221* NAD 83(1986)-  37 54 07.     (N)    080 23 52.     (W)     SCALED    
 GX3221* NAVD 88     -       695.848  (meters)    2282.96   (feet)  ADJUSTED  
 GX3221  ___________________________________________________________________
 GX3221  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX3221  DYNAMIC HT  -         695.273 (meters)    2281.07  (feet)  COMP
 GX3221  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 GX3221
 GX3221  VERT ORDER  -  FIRST     CLASS II
 GX3221
 GX3221.The horizontal coordinates were scaled from a topographic map and have
 GX3221.an estimated accuracy of +/- 6 seconds.
 GX3221
 GX3221.The orthometric height was determined by differential leveling
 GX3221.and adjusted by the National Geodetic Survey in June 1991..
 GX3221
 GX3221.The geoid height was determined by GEOID03.
 GX3221
 GX3221.The dynamic height is computed by dividing the NAVD 88
 GX3221.geopotential number by the normal gravity value computed on the
 GX3221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3221.degrees latitude (g = 980.6199 gals.).
 GX3221
 GX3221.The modeled gravity was interpolated from observed gravity values.
 GX3221
 GX3221;                    North         East    Units  Estimated Accuracy
 GX3221;SPC WV S     -   100,280.      652,960.      MT  (+/- 180 meters Scaled)
 GX3221
 GX3221                          SUPERSEDED SURVEY CONTROL
 GX3221
 GX3221.No superseded survey control is available for this station.
 GX3221
 GX3221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB529951(NAD 83)
 GX3221_MARKER: DB = BENCH MARK DISK
 GX3221_SETTING: 66 = SET IN ROCK OUTCROP
 GX3221_SP_SET: ROCK OUTCROP
 GX3221_STAMPING: C 325 1983
 GX3221_MARK LOGO: NGS   
 GX3221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3221+STABILITY: POSITION/ELEVATION WELL
 GX3221
 GX3221  HISTORY     - Date     Condition        Report By
 GX3221  HISTORY     - 1983     MONUMENTED       NGS
 GX3221
 GX3221                          STATION DESCRIPTION
 GX3221
 GX3221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GX3221'3.2 KM (2.0 MI) SOUTH FROM FRANKFORD.
 GX3221'3.2 KM (2.0 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 GX3221'FRANKFORD TO THE MARK ON THE RIGHT, IN TOP OF A SMALL ROCK CUT,
 GX3221'7.32 METERS (24.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GX3221'8.38 METERS (27.1 FT) NORTHEAST OF UTILITY POLE 76, 3.38 METERS
 GX3221'(11.1 FT) NORTHEAST OF THE SOUTHWEST END OF THE ROCK CUT.
 GX3221'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1212 ***********************************************************************
 JW1212  DESIGNATION -  C 326
 JW1212  PID         -  JW1212
 JW1212  STATE/COUNTY-  WV/MORGAN
 JW1212  USGS QUAD   -  HANCOCK (1971)
 JW1212
 JW1212                         *CURRENT SURVEY CONTROL
 JW1212  ___________________________________________________________________
 JW1212* NAD 83(1986)-  39 38 34.     (N)    078 13 02.     (W)     SCALED    
 JW1212* NAVD 88     -       178.363  (meters)     585.18   (feet)  ADJUSTED  
 JW1212  ___________________________________________________________________
 JW1212  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JW1212  DYNAMIC HT  -         178.259 (meters)     584.84  (feet)  COMP
 JW1212  MODELED GRAV-     980,040.8   (mgal)                       NAVD 88
 JW1212
 JW1212  VERT ORDER  -  FIRST     CLASS II
 JW1212
 JW1212.The horizontal coordinates were scaled from a topographic map and have
 JW1212.an estimated accuracy of +/- 6 seconds.
 JW1212
 JW1212.The orthometric height was determined by differential leveling
 JW1212.and adjusted by the National Geodetic Survey in June 1991..
 JW1212
 JW1212.The geoid height was determined by GEOID03.
 JW1212
 JW1212.The dynamic height is computed by dividing the NAVD 88
 JW1212.geopotential number by the normal gravity value computed on the
 JW1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1212.degrees latitude (g = 980.6199 gals.).
 JW1212
 JW1212.The modeled gravity was interpolated from observed gravity values.
 JW1212
 JW1212;                    North         East    Units  Estimated Accuracy
 JW1212;SPC WV N     -   127,650.      710,100.      MT  (+/- 180 meters Scaled)
 JW1212
 JW1212                          SUPERSEDED SURVEY CONTROL
 JW1212
 JW1212.No superseded survey control is available for this station.
 JW1212
 JW1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD387918(NAD 83)
 JW1212_MARKER: I = METAL ROD
 JW1212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1212_SP_SET: STAINLESS STEEL ROD
 JW1212_STAMPING: C 326 1983
 JW1212_MARK LOGO: NGS   
 JW1212_PROJECTION: FLUSH
 JW1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1212_ROD/PIPE-DEPTH: 3.5  meters
 JW1212
 JW1212  HISTORY     - Date     Condition        Report By
 JW1212  HISTORY     - 1983     MONUMENTED       NGS
 JW1212
 JW1212                          STATION DESCRIPTION
 JW1212
 JW1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1212'2.0 KM (1.25 MI) NE FROM BERKELEY SPRINGS.
 JW1212'2.0 KM (1.25 MI) NORTHEAST ALONG U.S. HIGHWAY 522 FROM THE COUNTY
 JW1212'COURTHOUSE IN BERKELEY SPRINGS TO THE MARK ON THE RIGHT, AT THE
 JW1212'ENTRANCE OF THE BERKELEY SPRINGS WASTE WATER TREATMENT PLANT,
 JW1212'25.0 METERS (82.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 JW1212'2.28 METERS (7.5 FT) NORTHEAST OF THE CENTER OF THE PAVED ENTRANCE
 JW1212'ROAD OF THE PLANT, 0.54 METER (1.8 FT) NORTHWEST OF THE NORTHEAST
 JW1212'ENTRANCE GATE POST.
 JW1212'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 JW1212'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4121 ***********************************************************************
 JV4121  DESIGNATION -  C 327
 JV4121  PID         -  JV4121
 JV4121  STATE/COUNTY-  WV/JEFFERSON
 JV4121  USGS QUAD   -  CHARLES TOWN (1988)
 JV4121
 JV4121                         *CURRENT SURVEY CONTROL
 JV4121  ___________________________________________________________________
 JV4121* NAD 83(1986)-  39 18 00.     (N)    077 51 49.     (W)     SCALED    
 JV4121* NAVD 88     -       157.750  (meters)     517.55   (feet)  ADJUSTED  
 JV4121  ___________________________________________________________________
 JV4121  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JV4121  DYNAMIC HT  -         157.655 (meters)     517.24  (feet)  COMP
 JV4121  MODELED GRAV-     980,024.0   (mgal)                       NAVD 88
 JV4121
 JV4121  VERT ORDER  -  FIRST     CLASS II
 JV4121
 JV4121.The horizontal coordinates were scaled from a topographic map and have
 JV4121.an estimated accuracy of +/- 6 seconds.
 JV4121
 JV4121.The orthometric height was determined by differential leveling
 JV4121.and adjusted by the National Geodetic Survey in June 1991..
 JV4121
 JV4121.The geoid height was determined by GEOID03.
 JV4121
 JV4121.The dynamic height is computed by dividing the NAVD 88
 JV4121.geopotential number by the normal gravity value computed on the
 JV4121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4121.degrees latitude (g = 980.6199 gals.).
 JV4121
 JV4121.The modeled gravity was interpolated from observed gravity values.
 JV4121
 JV4121;                    North         East    Units  Estimated Accuracy
 JV4121;SPC WV N     -    90,100.      741,140.      MT  (+/- 180 meters Scaled)
 JV4121
 JV4121                          SUPERSEDED SURVEY CONTROL
 JV4121
 JV4121.No superseded survey control is available for this station.
 JV4121
 JV4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ530539(NAD 83)
 JV4121_MARKER: DB = BENCH MARK DISK
 JV4121_SETTING: 66 = SET IN ROCK OUTCROP
 JV4121_SP_SET: ROCK OUTCROP
 JV4121_STAMPING: C 327 1983
 JV4121_MARK LOGO: NGS   
 JV4121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4121+STABILITY: POSITION/ELEVATION WELL
 JV4121
 JV4121  HISTORY     - Date     Condition        Report By
 JV4121  HISTORY     - 1983     MONUMENTED       NGS
 JV4121
 JV4121                          STATION DESCRIPTION
 JV4121
 JV4121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4121'IN RANSON.
 JV4121'IN RANSON, 0.6 KM (0.4 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE CITY
 JV4121'HALL, AT THE REAR OF HOUSE NUMBER 317, IN THE NORTHEAST END OF AN
 JV4121'EXPOSED ROCK OUTCROP, 26.51 METERS (87.0 FT) WEST OF THE CENTERLINE OF
 JV4121'THE HIGHWAY, 4.0 METERS (13.0 FT) SOUTHWEST OF THE NORTHWEST CORNER OF
 JV4121'THE HOUSE, 0.76 METER (2.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 JV4121'THE BOTTOM ENTRANCE STEP OF THE REAR PORCH OF THE HOUSE.
 JV4121'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3207 ***********************************************************************
 GX3207  DESIGNATION -  C 328
 GX3207  PID         -  GX3207
 GX3207  STATE/COUNTY-  WV/SUMMERS
 GX3207  USGS QUAD   -  ALDERSON (1976)
 GX3207
 GX3207                         *CURRENT SURVEY CONTROL
 GX3207  ___________________________________________________________________
 GX3207* NAD 83(1986)-  37 41 40.     (N)    080 40 51.     (W)     SCALED    
 GX3207* NAVD 88     -       471.662  (meters)    1547.44   (feet)  ADJUSTED  
 GX3207  ___________________________________________________________________
 GX3207  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX3207  DYNAMIC HT  -         471.272 (meters)    1546.16  (feet)  COMP
 GX3207  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 GX3207
 GX3207  VERT ORDER  -  FIRST     CLASS II
 GX3207
 GX3207.The horizontal coordinates were scaled from a topographic map and have
 GX3207.an estimated accuracy of +/- 6 seconds.
 GX3207
 GX3207.The orthometric height was determined by differential leveling
 GX3207.and adjusted by the National Geodetic Survey in June 1991..
 GX3207
 GX3207.The geoid height was determined by GEOID03.
 GX3207
 GX3207.The dynamic height is computed by dividing the NAVD 88
 GX3207.geopotential number by the normal gravity value computed on the
 GX3207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3207.degrees latitude (g = 980.6199 gals.).
 GX3207
 GX3207.The modeled gravity was interpolated from observed gravity values.
 GX3207
 GX3207;                    North         East    Units  Estimated Accuracy
 GX3207;SPC WV S     -    77,120.      628,150.      MT  (+/- 180 meters Scaled)
 GX3207
 GX3207                          SUPERSEDED SURVEY CONTROL
 GX3207
 GX3207.No superseded survey control is available for this station.
 GX3207
 GX3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB281719(NAD 83)
 GX3207_MARKER: DB = BENCH MARK DISK
 GX3207_SETTING: 66 = SET IN ROCK OUTCROP
 GX3207_SP_SET: ROCK OUTCROP
 GX3207_STAMPING: C 328 1984
 GX3207_MARK LOGO: NGS   
 GX3207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3207+STABILITY: POSITION/ELEVATION WELL
 GX3207
 GX3207  HISTORY     - Date     Condition        Report By
 GX3207  HISTORY     - 1984     MONUMENTED       NGS
 GX3207
 GX3207                          STATION DESCRIPTION
 GX3207
 GX3207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3207'8.0 KM (5.0 MI) WEST FROM ALDERSON.
 GX3207'8.0 KM (5.0 MI) WEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF NORTH
 GX3207'MONROE STREET IN ALDERSON TO THE MARK ON THE LEFT, IN TOP OF A LARGE
 GX3207'ROCK OUTCROP, ACROSS THE HIGHWAY FROM UTILITY POLE LAB 11 289 8,
 GX3207'8.23 METERS (27.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GX3207'21.64 METERS (71.0 FT) SOUTHWEST OF THE SOUTHWEST END OF A WIRE CABLE
 GX3207'GUARD RAIL, 1.55 METERS (5.1 FT) SOUTHEAST OF THE NORTHWEST EDGE OF
 GX3207'THE ROCK.
 GX3207'THE MARK IS 0.75 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3248 ***********************************************************************
 GX3248  DESIGNATION -  C 329
 GX3248  PID         -  GX3248
 GX3248  STATE/COUNTY-  WV/MERCER
 GX3248  USGS QUAD   -  BLUEFIELD (1979)
 GX3248
 GX3248                         *CURRENT SURVEY CONTROL
 GX3248  ___________________________________________________________________
 GX3248* NAD 83(1986)-  37 17 41.     (N)    081 08 44.     (W)     SCALED    
 GX3248* NAVD 88     -       680.649  (meters)    2233.10   (feet)  ADJUSTED  
 GX3248  ___________________________________________________________________
 GX3248  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GX3248  DYNAMIC HT  -         680.044 (meters)    2231.11  (feet)  COMP
 GX3248  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 GX3248
 GX3248  VERT ORDER  -  FIRST     CLASS II
 GX3248
 GX3248.The horizontal coordinates were scaled from a topographic map and have
 GX3248.an estimated accuracy of +/- 6 seconds.
 GX3248
 GX3248.The orthometric height was determined by differential leveling
 GX3248.and adjusted by the National Geodetic Survey in June 1991..
 GX3248
 GX3248.The geoid height was determined by GEOID03.
 GX3248
 GX3248.The dynamic height is computed by dividing the NAVD 88
 GX3248.geopotential number by the normal gravity value computed on the
 GX3248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3248.degrees latitude (g = 980.6199 gals.).
 GX3248
 GX3248.The modeled gravity was interpolated from observed gravity values.
 GX3248
 GX3248;                    North         East    Units  Estimated Accuracy
 GX3248;SPC WV S     -    32,720.      587,090.      MT  (+/- 180 meters Scaled)
 GX3248
 GX3248                          SUPERSEDED SURVEY CONTROL
 GX3248
 GX3248.No superseded survey control is available for this station.
 GX3248
 GX3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB870275(NAD 83)
 GX3248_MARKER: DB = BENCH MARK DISK
 GX3248_SETTING: 66 = SET IN ROCK OUTCROP
 GX3248_SP_SET: ROCK OUTCROP
 GX3248_STAMPING: C 329 1984
 GX3248_MARK LOGO: NGS   
 GX3248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3248+STABILITY: POSITION/ELEVATION WELL
 GX3248
 GX3248  HISTORY     - Date     Condition        Report By
 GX3248  HISTORY     - 1984     MONUMENTED       NGS
 GX3248
 GX3248                          STATION DESCRIPTION
 GX3248
 GX3248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3248'8.1 KM (5.05 MI) EAST FROM BLUEFIELD.
 GX3248'0.3 KM (0.2 MI) NORTH ALONG BLAND STREET FROM THE POST OFFICE IN
 GX3248'BLUEFIELD, THENCE 4.8 KM (3.0 MI) EAST ALONG U.S. HIGHWAY 19, THENCE
 GX3248'3.0 KM (1.85 MI) EAST ALONG STATE HIGHWAY 112 TO THE MARK ON THE LEFT,
 GX3248'SET VERTICALLY NEAR THE EAST END OF A ROCK CUT, 5.18 METERS (17.0 FT)
 GX3248'NORTH OF THE CENTERLINE OF THE HIGHWAY, 54.25 METERS (178.0 FT) EAST
 GX3248'OF THE JUNCTION OF ADA ROAD, 19.51 METERS (64.0 FT) WEST OF THE EAST
 GX3248'END OF THE ROCK CUT.
 GX3248'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2169 ***********************************************************************
 HY2169  DESIGNATION -  C 330
 HY2169  PID         -  HY2169
 HY2169  STATE/COUNTY-  WV/MASON
 HY2169  USGS QUAD   -  CHESHIRE (1989)
 HY2169
 HY2169                         *CURRENT SURVEY CONTROL
 HY2169  ___________________________________________________________________
 HY2169* NAD 83(1986)-  38 53 48.     (N)    082 07 22.     (W)     SCALED    
 HY2169* NAVD 88     -       176.226  (meters)     578.17   (feet)  ADJUSTED  
 HY2169  ___________________________________________________________________
 HY2169  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HY2169  DYNAMIC HT  -         176.115 (meters)     577.80  (feet)  COMP
 HY2169  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 HY2169
 HY2169  VERT ORDER  -  FIRST     CLASS II
 HY2169
 HY2169.The horizontal coordinates were scaled from a topographic map and have
 HY2169.an estimated accuracy of +/- 6 seconds.
 HY2169
 HY2169.The orthometric height was determined by differential leveling
 HY2169.and adjusted by the National Geodetic Survey in June 1991..
 HY2169
 HY2169.The geoid height was determined by GEOID03.
 HY2169
 HY2169.The dynamic height is computed by dividing the NAVD 88
 HY2169.geopotential number by the normal gravity value computed on the
 HY2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2169.degrees latitude (g = 980.6199 gals.).
 HY2169
 HY2169.The modeled gravity was interpolated from observed gravity values.
 HY2169
 HY2169;                    North         East    Units  Estimated Accuracy
 HY2169;SPC WV S     -   211,110.      502,600.      MT  (+/- 180 meters Scaled)
 HY2169
 HY2169                          SUPERSEDED SURVEY CONTROL
 HY2169
 HY2169.No superseded survey control is available for this station.
 HY2169
 HY2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD026059(NAD 83)
 HY2169_MARKER: DB = BENCH MARK DISK
 HY2169_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HY2169_SP_SET: ABUTMENT
 HY2169_STAMPING: C 330 1984
 HY2169_MARK LOGO: NGS   
 HY2169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2169
 HY2169  HISTORY     - Date     Condition        Report By
 HY2169  HISTORY     - 1984     MONUMENTED       NGS
 HY2169
 HY2169                          STATION DESCRIPTION
 HY2169
 HY2169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2169'6.4 KM (4.0 MI) NNE FROM POINT PLEASANT.
 HY2169'6.4 KM (4.0 MI) NORTH-NORTHEAST ALONG STATE HIGHWAY 62 FROM THE CITY
 HY2169'MUNICIPAL BUILDING IN POINT PLEASANT TO THE MARK ON THE RIGHT, IN TOP
 HY2169'OF THE EAST END OF THE NORTH ABUTMENT OF THE HIGHWAY BRIDGE OVER OLD
 HY2169'TOWN CREEK, 5.80 METERS (19.0 FT) EAST OF THE CENTERLINE OF THE
 HY2169'HIGHWAY.
 HY2169'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1832 ***********************************************************************
 JX1832  DESIGNATION -  C 331
 JX1832  PID         -  JX1832
 JX1832  STATE/COUNTY-  WV/WOOD
 JX1832  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1832
 JX1832                         *CURRENT SURVEY CONTROL
 JX1832  ___________________________________________________________________
 JX1832* NAD 83(1986)-  39 14 48.     (N)    081 37 17.     (W)     SCALED    
 JX1832* NAVD 88     -       204.348  (meters)     670.43   (feet)  ADJUSTED  
 JX1832  ___________________________________________________________________
 JX1832  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1832  DYNAMIC HT  -         204.220 (meters)     670.01  (feet)  COMP
 JX1832  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 JX1832
 JX1832  VERT ORDER  -  FIRST     CLASS II
 JX1832
 JX1832.The horizontal coordinates were scaled from a topographic map and have
 JX1832.an estimated accuracy of +/- 6 seconds.
 JX1832
 JX1832.The orthometric height was determined by differential leveling
 JX1832.and adjusted by the National Geodetic Survey in June 1991..
 JX1832
 JX1832.The geoid height was determined by GEOID03.
 JX1832
 JX1832.The dynamic height is computed by dividing the NAVD 88
 JX1832.geopotential number by the normal gravity value computed on the
 JX1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1832.degrees latitude (g = 980.6199 gals.).
 JX1832
 JX1832.The modeled gravity was interpolated from observed gravity values.
 JX1832
 JX1832;                    North         East    Units  Estimated Accuracy
 JX1832;SPC WV N     -    85,060.      416,900.      MT  (+/- 180 meters Scaled)
 JX1832
 JX1832                          SUPERSEDED SURVEY CONTROL
 JX1832
 JX1832.No superseded survey control is available for this station.
 JX1832
 JX1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD463443(NAD 83)
 JX1832_MARKER: I = METAL ROD
 JX1832_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JX1832+WITH SETTING: INFORMATION.
 JX1832_SP_SET: SHALLOW SET METAL ROD
 JX1832_STAMPING: C 331 1984
 JX1832_MARK LOGO: NGS   
 JX1832_PROJECTION: FLUSH
 JX1832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1832_ROD/PIPE-DEPTH: 2.7  meters
 JX1832
 JX1832  HISTORY     - Date     Condition        Report By
 JX1832  HISTORY     - 1984     MONUMENTED       NGS
 JX1832
 JX1832                          STATION DESCRIPTION
 JX1832
 JX1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JX1832'1.7 KM (1.05 MI) NE FROM LUBECK.
 JX1832'1.7 KM (1.05 MI) NORTHEAST ALONG STATE HIGHWAY 68 FROM THE FIRE
 JX1832'DEPARTMENT IN LUBECK TO THE MARK ON THE LEFT, AT THE JUNCTION OF
 JX1832'WASHINGTON BOTTOM ROAD, 14.63 METERS (48.0 FT) NORTHWEST OF THE
 JX1832'CENTERLINE OF THE HIGHWAY, 11.90 METERS (39.0 FT) NORTHEAST OF THE
 JX1832'CENTERLINE OF WASHINGTON BOTTOM ROAD, 1.52 METERS (5.0 FT) EAST OF A
 JX1832'METAL PIPE SUPPORTING A COMMERATIVE PLAQUE (WASHINGTON BOTTOM),
 JX1832'0.30 METER (1.0 FT) NORTHEAST OF THE SOUTHEAST END OF A METAL GUARD
 JX1832'RAIL.
 JX1832'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 JX1832'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1758 ***********************************************************************
 JW1758  DESIGNATION -  C 334
 JW1758  PID         -  JW1758
 JW1758  STATE/COUNTY-  WV/PRESTON
 JW1758  USGS QUAD   -  BRANDONVILLE (1976)
 JW1758
 JW1758                         *CURRENT SURVEY CONTROL
 JW1758  ___________________________________________________________________
 JW1758* NAD 83(1986)-  39 39 27.     (N)    079 31 34.     (W)     SCALED    
 JW1758* NAVD 88     -       587.414  (meters)    1927.21   (feet)  ADJUSTED  
 JW1758  ___________________________________________________________________
 JW1758  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JW1758  DYNAMIC HT  -         587.041 (meters)    1925.98  (feet)  COMP
 JW1758  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 JW1758
 JW1758  VERT ORDER  -  FIRST     CLASS II
 JW1758
 JW1758.The horizontal coordinates were scaled from a topographic map and have
 JW1758.an estimated accuracy of +/- 6 seconds.
 JW1758
 JW1758.The orthometric height was determined by differential leveling
 JW1758.and adjusted by the National Geodetic Survey in April 1995..
 JW1758
 JW1758.The geoid height was determined by GEOID03.
 JW1758
 JW1758.The dynamic height is computed by dividing the NAVD 88
 JW1758.geopotential number by the normal gravity value computed on the
 JW1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1758.degrees latitude (g = 980.6199 gals.).
 JW1758
 JW1758.The modeled gravity was interpolated from observed gravity values.
 JW1758
 JW1758;                    North         East    Units  Estimated Accuracy
 JW1758;SPC WV N     -   128,500.      597,760.      MT  (+/- 180 meters Scaled)
 JW1758
 JW1758                          SUPERSEDED SURVEY CONTROL
 JW1758
 JW1758.No superseded survey control is available for this station.
 JW1758
 JW1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD264907(NAD 83)
 JW1758_MARKER: DV = VERTICAL CONTROL DISK
 JW1758_SETTING: 66 = SET IN ROCK OUTCROP
 JW1758_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1758_STAMPING: C 334 1993
 JW1758_MARK LOGO: NGS   
 JW1758_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1758+STABILITY: POSITION/ELEVATION WELL
 JW1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1758+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1758
 JW1758  HISTORY     - Date     Condition        Report By
 JW1758  HISTORY     - 1993     MONUMENTED       NGS
 JW1758
 JW1758                          STATION DESCRIPTION
 JW1758
 JW1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1758'10.5 KM (6.50 MI) WESTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1758'JUNCTION OF STATE HIGHWAY 42 IN FRIENDSVILLE, MARYLAND (EXIT 4), NEAR
 JW1758'THE CENTER OF A 3 BY 4-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 JW1758'77.0 M (252.6 FT) EAST OF THE WEST END OF A HIGHWAY CUT, 13.7 M (44.9
 JW1758'FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 5.6 M
 JW1758'(18.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A STORM DRAIN, 0.8 M
 JW1758'(2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF
 JW1758'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1782 ***********************************************************************
 JW1782  DESIGNATION -  C 335
 JW1782  PID         -  JW1782
 JW1782  STATE/COUNTY-  WV/MONONGALIA
 JW1782  USGS QUAD   -  LAKE LYNN (1976)
 JW1782
 JW1782                         *CURRENT SURVEY CONTROL
 JW1782  ___________________________________________________________________
 JW1782* NAD 83(1986)-  39 40 17.     (N)    079 51 01.     (W)     SCALED    
 JW1782* NAVD 88     -       320.370  (meters)    1051.08   (feet)  ADJUSTED  
 JW1782  ___________________________________________________________________
 JW1782  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JW1782  DYNAMIC HT  -         320.180 (meters)    1050.46  (feet)  COMP
 JW1782  MODELED GRAV-     980,024.7   (mgal)                       NAVD 88
 JW1782
 JW1782  VERT ORDER  -  FIRST     CLASS II
 JW1782
 JW1782.The horizontal coordinates were scaled from a topographic map and have
 JW1782.an estimated accuracy of +/- 6 seconds.
 JW1782
 JW1782.The orthometric height was determined by differential leveling
 JW1782.and adjusted by the National Geodetic Survey in April 1995..
 JW1782
 JW1782.The geoid height was determined by GEOID03.
 JW1782
 JW1782.The dynamic height is computed by dividing the NAVD 88
 JW1782.geopotential number by the normal gravity value computed on the
 JW1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1782.degrees latitude (g = 980.6199 gals.).
 JW1782
 JW1782.The modeled gravity was interpolated from observed gravity values.
 JW1782
 JW1782;                    North         East    Units  Estimated Accuracy
 JW1782;SPC WV N     -   130,100.      569,950.      MT  (+/- 180 meters Scaled)
 JW1782
 JW1782                          SUPERSEDED SURVEY CONTROL
 JW1782
 JW1782.No superseded survey control is available for this station.
 JW1782
 JW1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND986919(NAD 83)
 JW1782_MARKER: DV = VERTICAL CONTROL DISK
 JW1782_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1782_SP_SET: BRIDGE ABUTMENT
 JW1782_STAMPING: C 335 1993
 JW1782_MARK LOGO: NGS   
 JW1782_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1782+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1782
 JW1782  HISTORY     - Date     Condition        Report By
 JW1782  HISTORY     - 1993     MONUMENTED       NGS
 JW1782
 JW1782                          STATION DESCRIPTION
 JW1782
 JW1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1782'5.0 KM (3.10 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1782'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), SET VERTICALLY
 JW1782'IN THE NORTH FACE OF THE EAST CONCRETE ABUTMENT OF THE WESTBOUND
 JW1782'OVERPASS OF A ROAD (EXIT 10), 29.9 M (98.1 FT) SOUTHEAST OF THE
 JW1782'CENTER OF STATE HIGHWAY 857, 7.7 M (25.3 FT) NORTHEAST OF THE
 JW1782'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.4 M (1.3 FT) EAST
 JW1782'OF THE WEST END OF THE ABUTMENT, AND 0.4 M (1.3 FT) BELOW THE LEVEL
 JW1782'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1102 ***********************************************************************
 JX1102  DESIGNATION -  C 34
 JX1102  PID         -  JX1102
 JX1102  STATE/COUNTY-  WV/WOOD
 JX1102  USGS QUAD   -  PARKERSBURG (1994)
 JX1102
 JX1102                         *CURRENT SURVEY CONTROL
 JX1102  ___________________________________________________________________
 JX1102* NAD 83(1986)-  39 21 33.     (N)    081 30 25.     (W)     SCALED    
 JX1102* NAVD 88     -       183.511  (meters)     602.07   (feet)  ADJUSTED  
 JX1102  ___________________________________________________________________
 JX1102  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX1102  DYNAMIC HT  -         183.398 (meters)     601.70  (feet)  COMP
 JX1102  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 JX1102
 JX1102  VERT ORDER  -  SECOND    CLASS 0
 JX1102
 JX1102.The horizontal coordinates were scaled from a topographic map and have
 JX1102.an estimated accuracy of +/- 6 seconds.
 JX1102
 JX1102.The orthometric height was determined by differential leveling
 JX1102.and adjusted by the National Geodetic Survey in June 1991..
 JX1102
 JX1102.The geoid height was determined by GEOID03.
 JX1102
 JX1102.The dynamic height is computed by dividing the NAVD 88
 JX1102.geopotential number by the normal gravity value computed on the
 JX1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1102.degrees latitude (g = 980.6199 gals.).
 JX1102
 JX1102.The modeled gravity was interpolated from observed gravity values.
 JX1102
 JX1102;                    North         East    Units  Estimated Accuracy
 JX1102;SPC WV N     -    97,310.      427,050.      MT  (+/- 180 meters Scaled)
 JX1102
 JX1102                          SUPERSEDED SURVEY CONTROL
 JX1102
 JX1102  NGVD 29 (??/??/92)  183.688  (m)          602.65   (f) ADJ UNCH    2 0
 JX1102
 JX1102.Superseded values are not recommended for survey control.
 JX1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1102.See file dsdata.txt to determine how the superseded data were derived.
 JX1102
 JX1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD563567(NAD 83)
 JX1102_MARKER: DB = BENCH MARK DISK
 JX1102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1102_SP_SET: CULVERT
 JX1102_STAMPING: C 34 1934
 JX1102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1102
 JX1102  HISTORY     - Date     Condition        Report By
 JX1102  HISTORY     - 1934     MONUMENTED       CGS
 JX1102  HISTORY     - 1959     GOOD             NGS
 JX1102  HISTORY     - 1963     GOOD             NGS
 JX1102  HISTORY     - 1976     POOR             NGS
 JX1102
 JX1102                          STATION DESCRIPTION
 JX1102
 JX1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX1102'4.7 MI SW FROM WILLIAMSTOWN.
 JX1102'ABOUT 4.7 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1102'FROM THE STATION AT WILLIAMSTOWN, AT MILEPOST 85-178 ON THE
 JX1102'OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTHWEST AND
 JX1102'NORTHEAST 25 FEET SOUTH OF THE SOUTH RAIL, IN TOP OF THE
 JX1102'SOUTHEAST END OF A 12-FOOT CONCRETE BOX CULVERT, 16 FEET NORTHWEST
 JX1102'OF THE SOUTHEAST END OF THE CULVERT, (ALMOST IN THE CENTER OF THE
 JX1102'CULVERT), AND ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK.
 JX1102
 JX1102                          STATION RECOVERY (1963)
 JX1102
 JX1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1102'RECOVERED IN GOOD CONDITION.
 JX1102
 JX1102                          STATION RECOVERY (1976)
 JX1102
 JX1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1102'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0095 ***********************************************************************
 GY0095  DESIGNATION -  C 34
 GY0095  PID         -  GY0095
 GY0095  STATE/COUNTY-  WV/MINGO
 GY0095  USGS QUAD   -  WILLIAMSON (1992)
 GY0095
 GY0095                         *CURRENT SURVEY CONTROL
 GY0095  ___________________________________________________________________
 GY0095* NAD 83(1986)-  37 39 34.     (N)    082 15 03.     (W)     SCALED    
 GY0095* NAVD 88     -       203.916  (meters)     669.01   (feet)  ADJUSTED  
 GY0095  ___________________________________________________________________
 GY0095  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GY0095  DYNAMIC HT  -         203.764 (meters)     668.52  (feet)  COMP
 GY0095  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 GY0095
 GY0095  VERT ORDER  -  SECOND    CLASS 0
 GY0095
 GY0095.The horizontal coordinates were scaled from a topographic map and have
 GY0095.an estimated accuracy of +/- 6 seconds.
 GY0095
 GY0095.The orthometric height was determined by differential leveling
 GY0095.and adjusted by the National Geodetic Survey in June 1991..
 GY0095
 GY0095.The geoid height was determined by GEOID03.
 GY0095
 GY0095.The dynamic height is computed by dividing the NAVD 88
 GY0095.geopotential number by the normal gravity value computed on the
 GY0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0095.degrees latitude (g = 980.6199 gals.).
 GY0095
 GY0095.The modeled gravity was interpolated from observed gravity values.
 GY0095
 GY0095;                    North         East    Units  Estimated Accuracy
 GY0095;SPC WV S     -    73,940.      489,640.      MT  (+/- 180 meters Scaled)
 GY0095
 GY0095                          SUPERSEDED SURVEY CONTROL
 GY0095
 GY0095  NGVD 29 (??/??/92)  204.156  (m)          669.80   (f) ADJ UNCH    2 0
 GY0095
 GY0095.Superseded values are not recommended for survey control.
 GY0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0095.See file dsdata.txt to determine how the superseded data were derived.
 GY0095
 GY0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB896687(NAD 83)
 GY0095_MARKER: DB = BENCH MARK DISK
 GY0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0095_STAMPING: C 34 1935
 GY0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0095+STABILITY: SURFACE MOTION
 GY0095
 GY0095  HISTORY     - Date     Condition        Report By
 GY0095  HISTORY     - 1935     MONUMENTED       CGS
 GY0095  HISTORY     - 1935     GOOD             NGS
 GY0095  HISTORY     - 1976     GOOD             BAKER
 GY0095
 GY0095                          STATION DESCRIPTION
 GY0095
 GY0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0095'1.9 MI E FROM WILLIAMSON.
 GY0095'1.9 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0095'STATION AT WILLIAMSON, MINGO COUNTY, 50 YARDS NORTH OF SEMAPHORE
 GY0095'4674, AT THE SWITCH OF A SPUR TRACK LEADING TO THE CINDERELLA
 GY0095'COAL MINE IN 1935, 45 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 GY0095'WEST-BOUND TRACK, 69.5 FEET SOUTH OF THE CENTERLINE OF U.S.
 GY0095'HIGHWAY 52, AT THE DIVERGENCE OF THE HIGHWAY FROM THE RAILROAD,
 GY0095'AND 14.3 FEET NORTH OF A TELEPHONE POLE.  A STANDARD DISK,
 GY0095'STAMPED C 34 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY0095'6 INCHES ABOVE GROUND.
 GY0095
 GY0095                          STATION RECOVERY (1976)
 GY0095
 GY0095'RECOVERY NOTE BY M BAKER JR INCORPORATED 1976
 GY0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2240 ***********************************************************************
 GX2240  DESIGNATION -  C 35
 GX2240  PID         -  GX2240
 GX2240  STATE/COUNTY-  WV/LOGAN
 GX2240  USGS QUAD   -  LOGAN (1989)
 GX2240
 GX2240                         *CURRENT SURVEY CONTROL
 GX2240  ___________________________________________________________________
 GX2240* NAD 83(1986)-  37 45 33.     (N)    081 59 42.     (W)     SCALED    
 GX2240* NAVD 88     -       245.423  (meters)     805.19   (feet)  ADJUSTED  
 GX2240  ___________________________________________________________________
 GX2240  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GX2240  DYNAMIC HT  -         245.241 (meters)     804.59  (feet)  COMP
 GX2240  MODELED GRAV-     979,886.0   (mgal)                       NAVD 88
 GX2240
 GX2240  VERT ORDER  -  SECOND    CLASS 0
 GX2240
 GX2240.The horizontal coordinates were scaled from a topographic map and have
 GX2240.an estimated accuracy of +/- 6 seconds.
 GX2240
 GX2240.The orthometric height was determined by differential leveling
 GX2240.and adjusted by the National Geodetic Survey in June 1991..
 GX2240
 GX2240.The geoid height was determined by GEOID03.
 GX2240
 GX2240.The dynamic height is computed by dividing the NAVD 88
 GX2240.geopotential number by the normal gravity value computed on the
 GX2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2240.degrees latitude (g = 980.6199 gals.).
 GX2240
 GX2240.The modeled gravity was interpolated from observed gravity values.
 GX2240
 GX2240;                    North         East    Units  Estimated Accuracy
 GX2240;SPC WV S     -    84,730.      512,330.      MT  (+/- 180 meters Scaled)
 GX2240
 GX2240                          SUPERSEDED SURVEY CONTROL
 GX2240
 GX2240  NGVD 29 (??/??/92)  245.642  (m)          805.91   (f) ADJ UNCH    2 0
 GX2240
 GX2240.Superseded values are not recommended for survey control.
 GX2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2240.See file dsdata.txt to determine how the superseded data were derived.
 GX2240
 GX2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB123795(NAD 83)
 GX2240_MARKER: DB = BENCH MARK DISK
 GX2240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2240_SP_SET: BRIDGE
 GX2240_STAMPING: C 35 1935
 GX2240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2240
 GX2240  HISTORY     - Date     Condition        Report By
 GX2240  HISTORY     - 1935     MONUMENTED       CGS
 GX2240  HISTORY     - 1957     GOOD             NGS
 GX2240
 GX2240                          STATION DESCRIPTION
 GX2240
 GX2240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2240'0.4 MI N FROM OMAR.
 GX2240'ABOUT 0.35 MILE NORTH ALONG U.S. HIGHWAY 119 FROM THE HIGH SCHOOL
 GX2240'AT OMAR, IN THE TOP OF EAST END OF NORTH BRIDGE SEAT OF HIGHWAY
 GX2240'BRIDGE OVER ISLAND CREEK, 27 FEET EAST OF CENTER LINE OF HIGHWAY
 GX2240'AND ABOUT 2 1/2 FEET BELOW LEVEL OF HIGHWAY.  NOTE-- MARK
 GX2240'WAS RECOVERED IN APPARENT GOOD CONDITION, HOWEVER, IT IS PRESENTLY
 GX2240'UNDER A WALK-WAY ALONG EAST SIDE OF BRIDGE AND ONE WOULD HAVE TO
 GX2240'REMOVE WOODEN FLOORING TO LEVEL TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2293 ***********************************************************************
 GX2293  DESIGNATION -  C 36
 GX2293  PID         -  GX2293
 GX2293  STATE/COUNTY-  WV/BOONE
 GX2293  USGS QUAD   -  CLOTHIER (1989)
 GX2293
 GX2293                         *CURRENT SURVEY CONTROL
 GX2293  ___________________________________________________________________
 GX2293* NAD 83(1986)-  37 56 55.     (N)    081 48 57.     (W)     SCALED    
 GX2293* NAVD 88     -       245.552  (meters)     805.62   (feet)  ADJUSTED  
 GX2293  ___________________________________________________________________
 GX2293  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GX2293  DYNAMIC HT  -         245.372 (meters)     805.02  (feet)  COMP
 GX2293  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 GX2293
 GX2293  VERT ORDER  -  SECOND    CLASS 0
 GX2293
 GX2293.The horizontal coordinates were scaled from a topographic map and have
 GX2293.an estimated accuracy of +/- 6 seconds.
 GX2293
 GX2293.The orthometric height was determined by differential leveling
 GX2293.and adjusted by the National Geodetic Survey in June 1991..
 GX2293
 GX2293.The geoid height was determined by GEOID03.
 GX2293
 GX2293.The dynamic height is computed by dividing the NAVD 88
 GX2293.geopotential number by the normal gravity value computed on the
 GX2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2293.degrees latitude (g = 980.6199 gals.).
 GX2293
 GX2293.The modeled gravity was interpolated from observed gravity values.
 GX2293
 GX2293;                    North         East    Units  Estimated Accuracy
 GX2293;SPC WV S     -   105,600.      528,300.      MT  (+/- 180 meters Scaled)
 GX2293
 GX2293                          SUPERSEDED SURVEY CONTROL
 GX2293
 GX2293  NGVD 29 (??/??/92)  245.766  (m)          806.32   (f) ADJ UNCH    2 0
 GX2293
 GX2293.Superseded values are not recommended for survey control.
 GX2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2293.See file dsdata.txt to determine how the superseded data were derived.
 GX2293
 GX2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC283004(NAD 83)
 GX2293_MARKER: DB = BENCH MARK DISK
 GX2293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2293_SP_SET: CONCRETE BASE
 GX2293_STAMPING: C 36 1935
 GX2293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2293
 GX2293  HISTORY     - Date     Condition        Report By
 GX2293  HISTORY     - 1935     MONUMENTED       CGS
 GX2293  HISTORY     - 1958     GOOD             NGS
 GX2293  HISTORY     - 1973     GOOD             LOCENG
 GX2293
 GX2293                          STATION DESCRIPTION
 GX2293
 GX2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2293'AT CLOTHIER.
 GX2293'AT CLOTHIER, ABOUT 0.1 MILE NORTH ALONG THE CHESAPEAKE AND OHIO
 GX2293'RAILWAY FROM THE STATION, BETWEEN THE TRACK AND U.S. HIGHWAY 119,
 GX2293'IN TOP OF THE NORTHEAST CORNER OF A 9-BY 6-FOOT CONCRETE BASE
 GX2293'FOR A FORMER WATER SPOUT, 7 1/2 FEET EAST OF THE EAST RAIL OF
 GX2293'THE MAIN TRACK, 62 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 GX2293'1 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF THE BASE, AND ABOUT
 GX2293'1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 GX2293
 GX2293                          STATION RECOVERY (1973)
 GX2293
 GX2293'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2112 ***********************************************************************
 HX2112  DESIGNATION -  C 37
 HX2112  PID         -  HX2112
 HX2112  STATE/COUNTY-  WV/LINCOLN
 HX2112  USGS QUAD   -  JULIAN (1976)
 HX2112
 HX2112                         *CURRENT SURVEY CONTROL
 HX2112  ___________________________________________________________________
 HX2112* NAD 83(1986)-  38 13 19.     (N)    081 48 08.     (W)     SCALED    
 HX2112* NAVD 88     -       195.402  (meters)     641.08   (feet)  ADJUSTED  
 HX2112  ___________________________________________________________________
 HX2112  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HX2112  DYNAMIC HT  -         195.264 (meters)     640.63  (feet)  COMP
 HX2112  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 HX2112
 HX2112  VERT ORDER  -  SECOND    CLASS 0
 HX2112
 HX2112.The horizontal coordinates were scaled from a topographic map and have
 HX2112.an estimated accuracy of +/- 6 seconds.
 HX2112
 HX2112.The orthometric height was determined by differential leveling
 HX2112.and adjusted by the National Geodetic Survey in June 1991..
 HX2112
 HX2112.The geoid height was determined by GEOID03.
 HX2112
 HX2112.The dynamic height is computed by dividing the NAVD 88
 HX2112.geopotential number by the normal gravity value computed on the
 HX2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2112.degrees latitude (g = 980.6199 gals.).
 HX2112
 HX2112.The modeled gravity was interpolated from observed gravity values.
 HX2112
 HX2112;                    North         East    Units  Estimated Accuracy
 HX2112;SPC WV S     -   135,930.      529,760.      MT  (+/- 180 meters Scaled)
 HX2112
 HX2112                          SUPERSEDED SURVEY CONTROL
 HX2112
 HX2112  NGVD 29 (??/??/92)  195.610  (m)          641.76   (f) ADJ UNCH    2 0
 HX2112
 HX2112.Superseded values are not recommended for survey control.
 HX2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2112.See file dsdata.txt to determine how the superseded data were derived.
 HX2112
 HX2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC297307(NAD 83)
 HX2112_MARKER: DB = BENCH MARK DISK
 HX2112_SETTING: 66 = SET IN ROCK OUTCROP
 HX2112_SP_SET: ROCK CUT
 HX2112_STAMPING: C 37 1935
 HX2112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2112+STABILITY: POSITION/ELEVATION WELL
 HX2112
 HX2112  HISTORY     - Date     Condition        Report By
 HX2112  HISTORY     - 1935     MONUMENTED       CGS
 HX2112
 HX2112                          STATION DESCRIPTION
 HX2112
 HX2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2112'3.9 MI N FROM MC CORKLE.
 HX2112'3.9 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2112'STATION AT MC CORKLE, LINCOLN COUNTY, 21 RAILS SOUTH OF MILEPOST
 HX2112'SA 18, 10 RAILS SOUTH OF A LOG CABIN, 6 FEET WEST OF THE WEST
 HX2112'RAIL, IN THE WEST WALL OF A ROCK CUT, AND ABOUT 2 FEET ABOVE
 HX2112'THE TRACK.  A STANDARD DISK, STAMPED C 37 1935 AND SET
 HX2112'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0466 ***********************************************************************
 HY0466  DESIGNATION -  C 38
 HY0466  PID         -  HY0466
 HY0466  STATE/COUNTY-  WV/PUTNAM
 HY0466  USGS QUAD   -  HURRICANE (1989)
 HY0466
 HY0466                         *CURRENT SURVEY CONTROL
 HY0466  ___________________________________________________________________
 HY0466* NAD 83(1986)-  38 25 57.     (N)    082 01 12.     (W)     SCALED    
 HY0466* NAVD 88     -       209.246  (meters)     686.50   (feet)  ADJUSTED  
 HY0466  ___________________________________________________________________
 HY0466  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY0466  DYNAMIC HT  -         209.103 (meters)     686.03  (feet)  COMP
 HY0466  MODELED GRAV-     979,938.6   (mgal)                       NAVD 88
 HY0466
 HY0466  VERT ORDER  -  SECOND    CLASS 0
 HY0466
 HY0466.The horizontal coordinates were scaled from a topographic map and have
 HY0466.an estimated accuracy of +/- 6 seconds.
 HY0466
 HY0466.The orthometric height was determined by differential leveling
 HY0466.and adjusted by the National Geodetic Survey in June 1991..
 HY0466
 HY0466.The geoid height was determined by GEOID03.
 HY0466
 HY0466.The dynamic height is computed by dividing the NAVD 88
 HY0466.geopotential number by the normal gravity value computed on the
 HY0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0466.degrees latitude (g = 980.6199 gals.).
 HY0466
 HY0466.The modeled gravity was interpolated from observed gravity values.
 HY0466
 HY0466;                    North         East    Units  Estimated Accuracy
 HY0466;SPC WV S     -   159,480.      510,950.      MT  (+/- 180 meters Scaled)
 HY0466
 HY0466                          SUPERSEDED SURVEY CONTROL
 HY0466
 HY0466  NGVD 29 (??/??/92)  209.433  (m)          687.11   (f) ADJ UNCH    2 0
 HY0466
 HY0466.Superseded values are not recommended for survey control.
 HY0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0466.See file dsdata.txt to determine how the superseded data were derived.
 HY0466
 HY0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC109542(NAD 83)
 HY0466_MARKER: DB = BENCH MARK DISK
 HY0466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0466_SP_SET: ABUTMENT
 HY0466_STAMPING: C 38 1935
 HY0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0466
 HY0466  HISTORY     - Date     Condition        Report By
 HY0466  HISTORY     - 1935     MONUMENTED       CGS
 HY0466  HISTORY     - 1956     GOOD             NGS
 HY0466
 HY0466                          STATION DESCRIPTION
 HY0466
 HY0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0466'0.2 MI E FROM HURRICANE.
 HY0466'AT HURRICANE, ABOUT 0.25 MILE EAST ALONG THE CHESAPEAKE AND
 HY0466'OHIO RAILWAY FROM THE STATION, 44 YARDS EAST OF MILE POST 479,
 HY0466'5 FEET NORTH OF NORTH RAIL, SET VERTICALLY 1 FOOT ABOVE GROUND
 HY0466'IN THE SOUTH FACE OF THE NORTH STONE MASONRY ABUTMENT OF A ROAD
 HY0466'OVERPASS OVER TRACK, 3.4 FEET WEST OF EAST END OF ABUTMENT AND
 HY0466'ABOUT 1/3 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2142 ***********************************************************************
 HX2142  DESIGNATION -  C 39
 HX2142  PID         -  HX2142
 HX2142  STATE/COUNTY-  WV/BOONE
 HX2142  USGS QUAD   -  RACINE (1976)
 HX2142
 HX2142                         *CURRENT SURVEY CONTROL
 HX2142  ___________________________________________________________________
 HX2142* NAD 83(1986)-  38 12 05.     (N)    081 44 54.     (W)     SCALED    
 HX2142* NAVD 88     -       194.378  (meters)     637.72   (feet)  ADJUSTED  
 HX2142  ___________________________________________________________________
 HX2142  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HX2142  DYNAMIC HT  -         194.240 (meters)     637.27  (feet)  COMP
 HX2142  MODELED GRAV-     979,916.2   (mgal)                       NAVD 88
 HX2142
 HX2142  VERT ORDER  -  SECOND    CLASS 0
 HX2142
 HX2142.The horizontal coordinates were scaled from a topographic map and have
 HX2142.an estimated accuracy of +/- 6 seconds.
 HX2142
 HX2142.The orthometric height was determined by differential leveling
 HX2142.and adjusted by the National Geodetic Survey in June 1991..
 HX2142
 HX2142.The geoid height was determined by GEOID03.
 HX2142
 HX2142.The dynamic height is computed by dividing the NAVD 88
 HX2142.geopotential number by the normal gravity value computed on the
 HX2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2142.degrees latitude (g = 980.6199 gals.).
 HX2142
 HX2142.The modeled gravity was interpolated from observed gravity values.
 HX2142
 HX2142;                    North         East    Units  Estimated Accuracy
 HX2142;SPC WV S     -   133,610.      534,460.      MT  (+/- 180 meters Scaled)
 HX2142
 HX2142                          SUPERSEDED SURVEY CONTROL
 HX2142
 HX2142  NGVD 29 (??/??/92)  194.586  (m)          638.40   (f) ADJ UNCH    2 0
 HX2142
 HX2142.Superseded values are not recommended for survey control.
 HX2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2142.See file dsdata.txt to determine how the superseded data were derived.
 HX2142
 HX2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC344284(NAD 83)
 HX2142_MARKER: DB = BENCH MARK DISK
 HX2142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2142_SP_SET: FOUNDATION
 HX2142_STAMPING: C 39 1935
 HX2142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX2142+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2003
 HX2142
 HX2142  HISTORY     - Date     Condition        Report By
 HX2142  HISTORY     - 1935     MONUMENTED       CGS
 HX2142  HISTORY     - 20031003 GOOD             INDIV
 HX2142
 HX2142                          STATION DESCRIPTION
 HX2142
 HX2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2142'AT EMMONS.
 HX2142'AT EMMONS, ON THE CHESAPEAKE AND OHIO RAILWAY, 47 YARDS SOUTH OF
 HX2142'THE SOUTH RAIL, AT THE SCHOOL, IN THE SOUTH FOUNDATION OF THE
 HX2142'BUILDING, 2 FEET WEST OF THE SOUTHEAST CORNER, 24 FEET EAST OF THE
 HX2142'CENTER OF A DOOR, 13 FEET WEST OF A FENCE, 1 FOOT ABOVE THE
 HX2142'GROUND, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 HX2142'STAMPED C 39 1935 AND SET VERTICALLY.
 HX2142
 HX2142                          STATION RECOVERY (2003)
 HX2142
 HX2142'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 HX2142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0541 ***********************************************************************
 HX0541  DESIGNATION -  C 4
 HX0541  PID         -  HX0541
 HX0541  STATE/COUNTY-  WV/POCAHONTAS
 HX0541  USGS QUAD   -  MARLINTON (1995)
 HX0541
 HX0541                         *CURRENT SURVEY CONTROL
 HX0541  ___________________________________________________________________
 HX0541* NAD 83(1986)-  38 14 34.     (N)    080 03 04.     (W)     SCALED    
 HX0541* NAVD 88     -       662.709  (meters)    2174.24   (feet)  ADJUSTED  
 HX0541  ___________________________________________________________________
 HX0541  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HX0541  DYNAMIC HT  -         662.171 (meters)    2172.47  (feet)  COMP
 HX0541  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 HX0541
 HX0541  VERT ORDER  -  FIRST     CLASS II
 HX0541
 HX0541.The horizontal coordinates were scaled from a topographic map and have
 HX0541.an estimated accuracy of +/- 6 seconds.
 HX0541
 HX0541.The orthometric height was determined by differential leveling
 HX0541.and adjusted by the National Geodetic Survey in June 1991..
 HX0541
 HX0541.The geoid height was determined by GEOID03.
 HX0541
 HX0541.The dynamic height is computed by dividing the NAVD 88
 HX0541.geopotential number by the normal gravity value computed on the
 HX0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0541.degrees latitude (g = 980.6199 gals.).
 HX0541
 HX0541.The modeled gravity was interpolated from observed gravity values.
 HX0541
 HX0541;                    North         East    Units  Estimated Accuracy
 HX0541;SPC WV S     -   138,360.      683,060.      MT  (+/- 180 meters Scaled)
 HX0541
 HX0541                          SUPERSEDED SURVEY CONTROL
 HX0541
 HX0541  NGVD 29 (??/??/92)  662.780  (m)         2174.47   (f) ADJ UNCH    1 2
 HX0541
 HX0541.Superseded values are not recommended for survey control.
 HX0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0541.See file dsdata.txt to determine how the superseded data were derived.
 HX0541
 HX0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC830331(NAD 83)
 HX0541_MARKER: DB = BENCH MARK DISK
 HX0541_SETTING: 80 = SET IN A BOULDER
 HX0541_SP_SET: BOULDER
 HX0541_STAMPING: C 4 1933
 HX0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0541+STABILITY: SURFACE MOTION
 HX0541
 HX0541  HISTORY     - Date     Condition        Report By
 HX0541  HISTORY     - 1933     MONUMENTED       CGS
 HX0541  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0541
 HX0541                          STATION DESCRIPTION
 HX0541
 HX0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX0541'2.1 MI S FROM CLAWSON.
 HX0541'2.1 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX0541'STATION AT CLAWSON, POCAHONTAS COUNTY, 0.1 MILE NORTH OF MILEPOST
 HX0541'60, IN A WOODS, 40 YARDS EAST OF THE TRACK, IN THE TOP OF THE
 HX0541'LARGER OF TWO BOULDERS, AND ABOUT 2 FEET HIGHER THAN THE RAIL.
 HX0541'A STANDARD DISK, STAMPED C 4 1933.
 HX0541
 HX0541                          STATION RECOVERY (1983)
 HX0541
 HX0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2340 ***********************************************************************
 GX2340  DESIGNATION -  C 40
 GX2340  PID         -  GX2340
 GX2340  STATE/COUNTY-  WV/BOONE
 GX2340  USGS QUAD   -  WHITESVILLE (1988)
 GX2340
 GX2340                         *CURRENT SURVEY CONTROL
 GX2340  ___________________________________________________________________
 GX2340* NAD 83(1986)-  37 59 33.     (N)    081 32 38.     (W)     SCALED    
 GX2340* NAVD 88     -       244.920  (meters)     803.54   (feet)  ADJUSTED  
 GX2340  ___________________________________________________________________
 GX2340  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GX2340  DYNAMIC HT  -         244.739 (meters)     802.95  (feet)  COMP
 GX2340  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 GX2340
 GX2340  VERT ORDER  -  SECOND    CLASS 0
 GX2340
 GX2340.The horizontal coordinates were scaled from a topographic map and have
 GX2340.an estimated accuracy of +/- 6 seconds.
 GX2340
 GX2340.The orthometric height was determined by differential leveling
 GX2340.and adjusted by the National Geodetic Survey in June 1991..
 GX2340
 GX2340.The geoid height was determined by GEOID03.
 GX2340
 GX2340.The dynamic height is computed by dividing the NAVD 88
 GX2340.geopotential number by the normal gravity value computed on the
 GX2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2340.degrees latitude (g = 980.6199 gals.).
 GX2340
 GX2340.The modeled gravity was interpolated from observed gravity values.
 GX2340
 GX2340;                    North         East    Units  Estimated Accuracy
 GX2340;SPC WV S     -   110,300.      552,230.      MT  (+/- 180 meters Scaled)
 GX2340
 GX2340                          SUPERSEDED SURVEY CONTROL
 GX2340
 GX2340  NGVD 29 (??/??/92)  245.120  (m)          804.20   (f) ADJ UNCH    2 0
 GX2340
 GX2340.Superseded values are not recommended for survey control.
 GX2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2340.See file dsdata.txt to determine how the superseded data were derived.
 GX2340
 GX2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC522051(NAD 83)
 GX2340_MARKER: DB = BENCH MARK DISK
 GX2340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2340_SP_SET: ABUTMENT
 GX2340_STAMPING: C 40 1935
 GX2340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2340
 GX2340  HISTORY     - Date     Condition        Report By
 GX2340  HISTORY     - 1935     MONUMENTED       CGS
 GX2340  HISTORY     - 1958     GOOD             NGS
 GX2340
 GX2340                          STATION DESCRIPTION
 GX2340
 GX2340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2340'1 MI NW FROM WHITESVILLE.
 GX2340'ABOUT 1.05 MILES NORTHWEST THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX2340'THE STATION AT WHITESVILLE, 0.4 MILE NORTH OF MILE POST 34,
 GX2340'0.15 MILE SOUTH OF ELK RUN JUNCTION SIGN, IN TOP OF THE WEST
 GX2340'END OF THE LOWER PART OF BRIDGE SEAT OF THE NORTH CONCRETE
 GX2340'ABUTMENT FOR BRIDGE 336 OVER COAL RIVER, 18 FEET WEST OF THE
 GX2340'WEST RAIL, 0.9 FOOT EAST OF THE WEST END OF BRIDGE SEAT, 0.5
 GX2340'FOOT NORTH OF THE SOUTH END OF BRIDGE SEAT, AND ABOUT 7 FEET
 GX2340'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2177 ***********************************************************************
 HX2177  DESIGNATION -  C 40 X
 HX2177  PID         -  HX2177
 HX2177  STATE/COUNTY-  WV/BOONE
 HX2177  USGS QUAD   -  SYLVESTER (1976)
 HX2177
 HX2177                         *CURRENT SURVEY CONTROL
 HX2177  ___________________________________________________________________
 HX2177* NAD 83(1986)-  38 00 38.     (N)    081 33 43.     (W)     SCALED    
 HX2177* NAVD 88     -       240.560  (meters)     789.24   (feet)  ADJUSTED  
 HX2177  ___________________________________________________________________
 HX2177  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HX2177  DYNAMIC HT  -         240.384 (meters)     788.66  (feet)  COMP
 HX2177  MODELED GRAV-     979,891.3   (mgal)                       NAVD 88
 HX2177
 HX2177  VERT ORDER  -  SECOND    CLASS 0
 HX2177
 HX2177.The horizontal coordinates were scaled from a topographic map and have
 HX2177.an estimated accuracy of +/- 6 seconds.
 HX2177
 HX2177.The orthometric height was determined by differential leveling
 HX2177.and adjusted by the National Geodetic Survey in June 1991..
 HX2177
 HX2177.The geoid height was determined by GEOID03.
 HX2177
 HX2177.The dynamic height is computed by dividing the NAVD 88
 HX2177.geopotential number by the normal gravity value computed on the
 HX2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2177.degrees latitude (g = 980.6199 gals.).
 HX2177
 HX2177.The modeled gravity was interpolated from observed gravity values.
 HX2177
 HX2177;                    North         East    Units  Estimated Accuracy
 HX2177;SPC WV S     -   112,310.      550,650.      MT  (+/- 180 meters Scaled)
 HX2177
 HX2177                          SUPERSEDED SURVEY CONTROL
 HX2177
 HX2177  NGVD 29 (??/??/92)  240.762  (m)          789.90   (f) ADJ UNCH    2 0
 HX2177
 HX2177.Superseded values are not recommended for survey control.
 HX2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2177.See file dsdata.txt to determine how the superseded data were derived.
 HX2177
 HX2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC506071(NAD 83)
 HX2177_MARKER: DB = BENCH MARK DISK
 HX2177_SETTING: 66 = SET IN ROCK OUTCROP
 HX2177_SP_SET: ROCK OUTCROP
 HX2177_STAMPING: C 40 X 1935
 HX2177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2177+STABILITY: POSITION/ELEVATION WELL
 HX2177
 HX2177  HISTORY     - Date     Condition        Report By
 HX2177  HISTORY     - 1935     MONUMENTED       CGS
 HX2177  HISTORY     - 1973     GOOD             LOCENG
 HX2177  HISTORY     - 19890520 MARK NOT FOUND   LOCENG
 HX2177
 HX2177                          STATION DESCRIPTION
 HX2177
 HX2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2177'1.6 MI N FROM ELK RUN JUNCTION.
 HX2177'1.6 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2177'STATION AT ELK RUN JUNCTION, 18 RAILS NORTH OF MILEPOST S 32,
 HX2177'AT POLE 964, 10-1/2 FEET WEST OF THE WEST RAIL, IN THE FACE OF
 HX2177'A ROCK OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A
 HX2177'STANDARD DISK, STAMPED C 40 X 1935 AND SET VERTICALLY.
 HX2177
 HX2177                          STATION RECOVERY (1973)
 HX2177
 HX2177'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2177'RECOVERED IN GOOD CONDITION.
 HX2177
 HX2177                          STATION RECOVERY (1989)
 HX2177
 HX2177'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (JL)
 HX2177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1076 ***********************************************************************
 GX1076  DESIGNATION -  C 41
 GX1076  PID         -  GX1076
 GX1076  STATE/COUNTY-  WV/RALEIGH
 GX1076  USGS QUAD   -  BECKLEY (1989)
 GX1076
 GX1076                         *CURRENT SURVEY CONTROL
 GX1076  ___________________________________________________________________
 GX1076* NAD 83(1986)-  37 47 53.     (N)    081 13 57.     (W)     SCALED    
 GX1076* NAVD 88     -       756.245  (meters)    2481.11   (feet)  ADJUSTED  
 GX1076  ___________________________________________________________________
 GX1076  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX1076  DYNAMIC HT  -         755.630 (meters)    2479.10  (feet)  COMP
 GX1076  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 GX1076
 GX1076  VERT ORDER  -  SECOND    CLASS 0
 GX1076
 GX1076.The horizontal coordinates were scaled from a topographic map and have
 GX1076.an estimated accuracy of +/- 6 seconds.
 GX1076
 GX1076.The orthometric height was determined by differential leveling
 GX1076.and adjusted by the National Geodetic Survey in June 1991..
 GX1076
 GX1076.The geoid height was determined by GEOID03.
 GX1076
 GX1076.The dynamic height is computed by dividing the NAVD 88
 GX1076.geopotential number by the normal gravity value computed on the
 GX1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1076.degrees latitude (g = 980.6199 gals.).
 GX1076
 GX1076.The modeled gravity was interpolated from observed gravity values.
 GX1076
 GX1076;                    North         East    Units  Estimated Accuracy
 GX1076;SPC WV S     -    88,600.      579,520.      MT  (+/- 180 meters Scaled)
 GX1076
 GX1076                          SUPERSEDED SURVEY CONTROL
 GX1076
 GX1076  NGVD 29 (??/??/92)  756.404  (m)         2481.64   (f) ADJ UNCH    2 0
 GX1076
 GX1076.Superseded values are not recommended for survey control.
 GX1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1076.See file dsdata.txt to determine how the superseded data were derived.
 GX1076
 GX1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB795834(NAD 83)
 GX1076_MARKER: DB = BENCH MARK DISK
 GX1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1076_STAMPING: C 41 1935
 GX1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1076+STABILITY: SURFACE MOTION
 GX1076
 GX1076  HISTORY     - Date     Condition        Report By
 GX1076  HISTORY     - 1935     MONUMENTED       CGS
 GX1076  HISTORY     - 1960     GOOD             NGS
 GX1076
 GX1076                          STATION DESCRIPTION
 GX1076
 GX1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1076'3.5 MI NW FROM BECKLEY.
 GX1076'ABOUT 3.5 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST
 GX1076'OFFICE AT BECKLEY, ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 3
 GX1076'FROM THE OVERPASS OVER THE VIRGINIAN RAILWAY AT HARPER, AT THE T
 GX1076'JUNCTION OF A BLACK TOP ROAD CURVING SOUTH AND DOWNHILL TO MT.
 GX1076'TABOR BAPTIST CHURCH AND MT. TABOR CHRISTIAN HIGH SCHOOL, 44
 GX1076'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 1/2 FEET SOUTHEAST
 GX1076'OF THE CENTER LINE OF BLACK TOP ROAD, 11 FEET SOUTHWEST OF THE
 GX1076'CENTER LINE OF A DRIVEWAY TO A GREEN PAINTED ASBESTOS SIDING
 GX1076'ONE-STORY HOUSE, 44 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER
 GX1076'OF SAME HOUSE, 23 FEET NORTHEAST OF A 24-INCH LOCUST TREE, ABOUT
 GX1076'2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A
 GX1076'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0639 ***********************************************************************
 GX0639  DESIGNATION -  C 42
 GX0639  PID         -  GX0639
 GX0639  STATE/COUNTY-  WV/SUMMERS
 GX0639  USGS QUAD   -  HINTON (1976)
 GX0639
 GX0639                         *CURRENT SURVEY CONTROL
 GX0639  ___________________________________________________________________
 GX0639* NAD 83(1986)-  37 40 13.     (N)    080 53 47.     (W)     SCALED    
 GX0639* NAVD 88     -       436.850  (meters)    1433.23   (feet)  ADJUSTED  
 GX0639  ___________________________________________________________________
 GX0639  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0639  DYNAMIC HT  -         436.494 (meters)    1432.06  (feet)  COMP
 GX0639  MODELED GRAV-     979,802.2   (mgal)                       NAVD 88
 GX0639
 GX0639  VERT ORDER  -  SECOND    CLASS 0
 GX0639
 GX0639.The horizontal coordinates were scaled from a topographic map and have
 GX0639.an estimated accuracy of +/- 6 seconds.
 GX0639
 GX0639.The orthometric height was determined by differential leveling
 GX0639.and adjusted by the National Geodetic Survey in June 1991..
 GX0639
 GX0639.The geoid height was determined by GEOID03.
 GX0639
 GX0639.The dynamic height is computed by dividing the NAVD 88
 GX0639.geopotential number by the normal gravity value computed on the
 GX0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0639.degrees latitude (g = 980.6199 gals.).
 GX0639
 GX0639.The modeled gravity was interpolated from observed gravity values.
 GX0639
 GX0639;                    North         East    Units  Estimated Accuracy
 GX0639;SPC WV S     -    74,400.      609,140.      MT  (+/- 180 meters Scaled)
 GX0639
 GX0639                          SUPERSEDED SURVEY CONTROL
 GX0639
 GX0639  NGVD 29 (??/??/92)  437.033  (m)         1433.83   (f) ADJ UNCH    2 0
 GX0639
 GX0639.Superseded values are not recommended for survey control.
 GX0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0639.See file dsdata.txt to determine how the superseded data were derived.
 GX0639
 GX0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB091692(NAD 83)
 GX0639_MARKER: DB = BENCH MARK DISK
 GX0639_SETTING: 0 = UNSPECIFIED SETTING
 GX0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0639
 GX0639  HISTORY     - Date     Condition        Report By
 GX0639  HISTORY     - UNK      MONUMENTED       CGS
 GX0639  HISTORY     - 1960     MARK NOT FOUND   NGS
 GX0639
 GX0639                          STATION DESCRIPTION
 GX0639
 GX0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX0639'0.5 MI SW FROM HINTON.
 GX0639'ORIGINAL DESCRIPTION-- 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 3
 GX0639'FROM THE POST OFFICE AT HINTON, 0.1 MILE SOUTH OF A BRIDGE OVER
 GX0639'BLUESTONE RIVER, AT A HILLTOP, 21 FEET EAST OF THE CENTERLINE OF
 GX0639'THE HIGHWAY, 21 FEET NORTH OF POLE HJB 5, 10 FEET NORTH OF THE
 GX0639'NORTH END OF A GUARD RAIL, 4 FEET SOUTHWEST OF A POLE, AND ABOUT
 GX0639'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1145 ***********************************************************************
 GX1145  DESIGNATION -  C 43
 GX1145  PID         -  GX1145
 GX1145  STATE/COUNTY-  WV/RALEIGH
 GX1145  USGS QUAD   -  RHODELL (1976)
 GX1145
 GX1145                         *CURRENT SURVEY CONTROL
 GX1145  ___________________________________________________________________
 GX1145* NAD 83(1986)-  37 35 52.     (N)    081 19 18.     (W)     SCALED    
 GX1145* NAVD 88     -       481.356  (meters)    1579.25   (feet)  ADJUSTED  
 GX1145  ___________________________________________________________________
 GX1145  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1145  DYNAMIC HT  -         480.959 (meters)    1577.95  (feet)  COMP
 GX1145  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 GX1145
 GX1145  VERT ORDER  -  SECOND    CLASS 0
 GX1145
 GX1145.The horizontal coordinates were scaled from a topographic map and have
 GX1145.an estimated accuracy of +/- 6 seconds.
 GX1145
 GX1145.The orthometric height was determined by differential leveling
 GX1145.and adjusted by the National Geodetic Survey in June 1991..
 GX1145.WARNING-Repeat measurements at this control monument indicate possible
 GX1145.vertical movement.
 GX1145
 GX1145.The geoid height was determined by GEOID03.
 GX1145
 GX1145.The dynamic height is computed by dividing the NAVD 88
 GX1145.geopotential number by the normal gravity value computed on the
 GX1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1145.degrees latitude (g = 980.6199 gals.).
 GX1145
 GX1145.The modeled gravity was interpolated from observed gravity values.
 GX1145
 GX1145;                    North         East    Units  Estimated Accuracy
 GX1145;SPC WV S     -    66,400.      571,590.      MT  (+/- 180 meters Scaled)
 GX1145
 GX1145                          SUPERSEDED SURVEY CONTROL
 GX1145
 GX1145  NGVD 29 (??/??/92)  481.515  (m)         1579.77   (f) ADJ UNCH    2 0
 GX1145
 GX1145.Superseded values are not recommended for survey control.
 GX1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1145.See file dsdata.txt to determine how the superseded data were derived.
 GX1145
 GX1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB716612(NAD 83)
 GX1145_MARKER: DB = BENCH MARK DISK
 GX1145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1145_SP_SET: FOUNDATION
 GX1145_STAMPING: C 43 1935
 GX1145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1145
 GX1145  HISTORY     - Date     Condition        Report By
 GX1145  HISTORY     - 1935     MONUMENTED       CGS
 GX1145  HISTORY     - 1960     GOOD             NGS
 GX1145
 GX1145                          STATION DESCRIPTION
 GX1145
 GX1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1145'3 MI SW FROM HELEN.
 GX1145'ABOUT 3.0 MILES SOUTHWEST ALONG THE VIRGINIAN RAILWAY FROM
 GX1145'GENERAL STORE NO. 26 AT HELEN, AT AMIGO, SET IN THE TOP OF
 GX1145'NORTHWEST END OF ABANDONED CONCRETE FOUNDATION OF A FORMER WATER
 GX1145'TANK, 66 FEET EAST-SOUTHEAST AND ACROSS TRACK LEADING NORTH
 GX1145'FROM THE NORTH END OF EAST CONCRETE ABUTMENT OF CHESAPEAKE AND
 GX1145'OHIO RAILWAY BRIDGE OVER GUYANDOT RIVER, 60 FEET NORTH-NORTHEAST
 GX1145'AND ACROSS TRACK EAST FROM NORTHEAST CORNER OF AMIGO SMOKELESS
 GX1145'COAL COMPANY STORE NO. 3, 14 FEET SOUTH OF SOUTH RAIL OF TRACK
 GX1145'CURVING NORTH, 18 1/4 FEET NORTH OF NORTH RAIL OF TRACK LEADING
 GX1145'EAST AND ABOUT 2 FEET ABOVE LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2206 ***********************************************************************
 GX2206  DESIGNATION -  C 45
 GX2206  PID         -  GX2206
 GX2206  STATE/COUNTY-  WV/LOGAN
 GX2206  USGS QUAD   -  MALLORY (1976)
 GX2206
 GX2206                         *CURRENT SURVEY CONTROL
 GX2206  ___________________________________________________________________
 GX2206* NAD 83(1986)-  37 44 11.     (N)    081 45 39.     (W)     SCALED    
 GX2206* NAVD 88     -       289.818  (meters)     950.84   (feet)  ADJUSTED  
 GX2206  ___________________________________________________________________
 GX2206  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX2206  DYNAMIC HT  -         289.597 (meters)     950.12  (feet)  COMP
 GX2206  MODELED GRAV-     979,858.6   (mgal)                       NAVD 88
 GX2206
 GX2206  VERT ORDER  -  SECOND    CLASS 0
 GX2206
 GX2206.The horizontal coordinates were scaled from a topographic map and have
 GX2206.an estimated accuracy of +/- 6 seconds.
 GX2206
 GX2206.The orthometric height was determined by differential leveling
 GX2206.and adjusted by the National Geodetic Survey in June 1991..
 GX2206
 GX2206.The geoid height was determined by GEOID03.
 GX2206
 GX2206.The dynamic height is computed by dividing the NAVD 88
 GX2206.geopotential number by the normal gravity value computed on the
 GX2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2206.degrees latitude (g = 980.6199 gals.).
 GX2206
 GX2206.The modeled gravity was interpolated from observed gravity values.
 GX2206
 GX2206;                    North         East    Units  Estimated Accuracy
 GX2206;SPC WV S     -    82,010.      532,940.      MT  (+/- 180 meters Scaled)
 GX2206
 GX2206                          SUPERSEDED SURVEY CONTROL
 GX2206
 GX2206  NGVD 29 (??/??/92)  290.013  (m)          951.48   (f) ADJ UNCH    2 0
 GX2206
 GX2206.Superseded values are not recommended for survey control.
 GX2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2206.See file dsdata.txt to determine how the superseded data were derived.
 GX2206
 GX2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB329768(NAD 83)
 GX2206_MARKER: DB = BENCH MARK DISK
 GX2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2206_STAMPING: C 45 1935
 GX2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2206+STABILITY: SURFACE MOTION
 GX2206
 GX2206  HISTORY     - Date     Condition        Report By
 GX2206  HISTORY     - 1935     MONUMENTED       CGS
 GX2206  HISTORY     - 20030131 MARK NOT FOUND   INDIV
 GX2206
 GX2206                          STATION DESCRIPTION
 GX2206
 GX2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2206'4.9 MI E FROM MALLORY.
 GX2206'4.9 MILES EAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 GX2206'MALLORY, LOGAN COUNTY, 0.7 MILE SOUTH OF THE J.T. HARTESS STORE,
 GX2206'0.6 MILE SOUTHWEST OF THE WYOMING-LOGAN COUNTY LINE, 46 YARDS
 GX2206'SOUTHEAST OF THE SOUTHEAST CORNER OF THE LEON EDWARDS RESIDENCE,
 GX2206'9 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 6 INCHES
 GX2206'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 45 1935 AND
 GX2206'SET IN THE TOP OF A CONCRETE POST.
 GX2206
 GX2206                          STATION RECOVERY (2003)
 GX2206
 GX2206'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2206'BELIEVE HAS BEEN BURIED IN ROAD WIDENING PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0023 ***********************************************************************
 GY0023  DESIGNATION -  C 46
 GY0023  PID         -  GY0023
 GY0023  STATE/COUNTY-  WV/WAYNE
 GY0023  USGS QUAD   -  WEBB (1989)
 GY0023
 GY0023                         *CURRENT SURVEY CONTROL
 GY0023  ___________________________________________________________________
 GY0023* NAD 83(1986)-  37 55 24.     (N)    082 28 10.     (W)     SCALED    
 GY0023* NAVD 88     -       186.683  (meters)     612.48   (feet)  ADJUSTED  
 GY0023  ___________________________________________________________________
 GY0023  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 GY0023  DYNAMIC HT  -         186.547 (meters)     612.03  (feet)  COMP
 GY0023  MODELED GRAV-     979,896.6   (mgal)                       NAVD 88
 GY0023
 GY0023  VERT ORDER  -  SECOND    CLASS 0
 GY0023
 GY0023.The horizontal coordinates were scaled from a topographic map and have
 GY0023.an estimated accuracy of +/- 6 seconds.
 GY0023
 GY0023.The orthometric height was determined by differential leveling
 GY0023.and adjusted by the National Geodetic Survey in June 1991..
 GY0023
 GY0023.The geoid height was determined by GEOID03.
 GY0023
 GY0023.The dynamic height is computed by dividing the NAVD 88
 GY0023.geopotential number by the normal gravity value computed on the
 GY0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0023.degrees latitude (g = 980.6199 gals.).
 GY0023
 GY0023.The modeled gravity was interpolated from observed gravity values.
 GY0023
 GY0023;                    North         East    Units  Estimated Accuracy
 GY0023;SPC WV S     -   103,500.      470,820.      MT  (+/- 180 meters Scaled)
 GY0023
 GY0023                          SUPERSEDED SURVEY CONTROL
 GY0023
 GY0023  NGVD 29 (??/??/92)  186.904  (m)          613.20   (f) ADJ UNCH    2 0
 GY0023
 GY0023.Superseded values are not recommended for survey control.
 GY0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0023.See file dsdata.txt to determine how the superseded data were derived.
 GY0023
 GY0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB708983(NAD 83)
 GY0023_MARKER: DB = BENCH MARK DISK
 GY0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0023_STAMPING: C 46 1935
 GY0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0023+STABILITY: SURFACE MOTION
 GY0023
 GY0023  HISTORY     - Date     Condition        Report By
 GY0023  HISTORY     - 1935     MONUMENTED       CGS
 GY0023  HISTORY     - 1957     MARK NOT FOUND   NGS
 GY0023
 GY0023                          STATION DESCRIPTION
 GY0023
 GY0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0023'2 MI NW FROM CRUM.
 GY0023'2.0 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0023'THE STATION AT CRUM, ABOUT 200 YARDS NORTH OF THE NORTH END
 GY0023'OF TUNNEL 4, 6 RAILS SOUTHEAST OF SEMAPHORE S 134, AT A ROAD
 GY0023'CROSSING, 23 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 22 FEET
 GY0023'NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 2 FEET BELOW THE
 GY0023'LEVEL OF THE RAIL.  A STANDARD DISK, STAMPED C 46 1935 AND
 GY0023'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0106 ***********************************************************************
 GY0106  DESIGNATION -  C 47
 GY0106  PID         -  GY0106
 GY0106  STATE/COUNTY-  WV/MINGO
 GY0106  USGS QUAD   -  DELBARTON (1976)
 GY0106
 GY0106                         *CURRENT SURVEY CONTROL
 GY0106  ___________________________________________________________________
 GY0106* NAD 83(1986)-  37 37 38.     (N)    082 11 31.     (W)     SCALED    
 GY0106* NAVD 88     -       209.769  (meters)     688.22   (feet)  ADJUSTED  
 GY0106  ___________________________________________________________________
 GY0106  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GY0106  DYNAMIC HT  -         209.611 (meters)     687.70  (feet)  COMP
 GY0106  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 GY0106
 GY0106  VERT ORDER  -  SECOND    CLASS 0
 GY0106
 GY0106.The horizontal coordinates were scaled from a topographic map and have
 GY0106.an estimated accuracy of +/- 6 seconds.
 GY0106
 GY0106.The orthometric height was determined by differential leveling
 GY0106.and adjusted by the National Geodetic Survey in June 1991..
 GY0106
 GY0106.The geoid height was determined by GEOID03.
 GY0106
 GY0106.The dynamic height is computed by dividing the NAVD 88
 GY0106.geopotential number by the normal gravity value computed on the
 GY0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0106.degrees latitude (g = 980.6199 gals.).
 GY0106
 GY0106.The modeled gravity was interpolated from observed gravity values.
 GY0106
 GY0106;                    North         East    Units  Estimated Accuracy
 GY0106;SPC WV S     -    70,290.      494,790.      MT  (+/- 180 meters Scaled)
 GY0106
 GY0106                          SUPERSEDED SURVEY CONTROL
 GY0106
 GY0106  NGVD 29 (??/??/92)  210.008  (m)          689.00   (f) ADJ UNCH    2 0
 GY0106
 GY0106.Superseded values are not recommended for survey control.
 GY0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0106.See file dsdata.txt to determine how the superseded data were derived.
 GY0106
 GY0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB948651(NAD 83)
 GY0106_MARKER: DB = BENCH MARK DISK
 GY0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0106_STAMPING: C 47 1935
 GY0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0106+STABILITY: SURFACE MOTION
 GY0106
 GY0106  HISTORY     - Date     Condition        Report By
 GY0106  HISTORY     - 1935     MONUMENTED       CGS
 GY0106  HISTORY     - 1942     GOOD             NGS
 GY0106  HISTORY     - 1953     MARK NOT FOUND   NGS
 GY0106
 GY0106                          STATION DESCRIPTION
 GY0106
 GY0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GY0106'AT SPRIGG.
 GY0106'AT SPRIGG, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GY0106'ABOUT 275 YARDS SOUTHEAST OF THE STATION, 6 RAILS EAST OF A ROAD
 GY0106'CROSSING, 33 YARDS WEST OF THE NORTHWEST CORNER OF A SMALL
 GY0106'HOUSE, 25 FEET NORTH OF THE CENTERLINE OF A ROAD, 38.9 FEET
 GY0106'SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 GY0106'RAIL.  A STANDARD DISK, STAMPED C 47 1935 AND SET IN THE TOP OF
 GY0106'A CONCRETE POST FLUSH WITH THE GROUND.
 GY0106
 GY0106                          STATION RECOVERY (1953)
 GY0106
 GY0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GY0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2408 ***********************************************************************
 GX2408  DESIGNATION -  C 48
 GX2408  PID         -  GX2408
 GX2408  STATE/COUNTY-  WV/MINGO
 GX2408  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2408
 GX2408                         *CURRENT SURVEY CONTROL
 GX2408  ___________________________________________________________________
 GX2408* NAD 83(1986)-  37 32 39.     (N)    081 57 50.     (W)     SCALED    
 GX2408* NAVD 88     -       256.472  (meters)     841.44   (feet)  ADJUSTED  
 GX2408  ___________________________________________________________________
 GX2408  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX2408  DYNAMIC HT  -         256.274 (meters)     840.79  (feet)  COMP
 GX2408  MODELED GRAV-     979,853.2   (mgal)                       NAVD 88
 GX2408
 GX2408  VERT ORDER  -  SECOND    CLASS 0
 GX2408
 GX2408.The horizontal coordinates were scaled from a topographic map and have
 GX2408.an estimated accuracy of +/- 6 seconds.
 GX2408
 GX2408.The orthometric height was determined by differential leveling
 GX2408.and adjusted by the National Geodetic Survey in June 1991..
 GX2408
 GX2408.The geoid height was determined by GEOID03.
 GX2408
 GX2408.The dynamic height is computed by dividing the NAVD 88
 GX2408.geopotential number by the normal gravity value computed on the
 GX2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2408.degrees latitude (g = 980.6199 gals.).
 GX2408
 GX2408.The modeled gravity was interpolated from observed gravity values.
 GX2408
 GX2408;                    North         East    Units  Estimated Accuracy
 GX2408;SPC WV S     -    60,840.      514,820.      MT  (+/- 180 meters Scaled)
 GX2408
 GX2408                          SUPERSEDED SURVEY CONTROL
 GX2408
 GX2408  NGVD 29 (??/??/92)  256.684  (m)          842.14   (f) ADJ UNCH    2 0
 GX2408
 GX2408.Superseded values are not recommended for survey control.
 GX2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2408.See file dsdata.txt to determine how the superseded data were derived.
 GX2408
 GX2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB148556(NAD 83)
 GX2408_MARKER: DB = BENCH MARK DISK
 GX2408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2408_SP_SET: BRIDGE
 GX2408_STAMPING: C 48 1935
 GX2408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2408
 GX2408  HISTORY     - Date     Condition        Report By
 GX2408  HISTORY     - 1935     MONUMENTED       CGS
 GX2408  HISTORY     - 1957     GOOD             NGS
 GX2408
 GX2408                          STATION DESCRIPTION
 GX2408
 GX2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2408'AT WHARNCLIFFE.
 GX2408'AT WHARNCLIFFE, ALONG THE NORFOLK AND WESTERN RAILWAY, ABOUT
 GX2408'9 RAILS SOUTH OF SOUTH END OF STATION, SET IN THE TOP OF THE
 GX2408'WEST END OF NORTH ABUTMENT OF RAILWAY BRIDGE NO. 919 OVER BENS
 GX2408'CREEK, 6 FEET WEST OF WEST RAIL AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1636 ***********************************************************************
 GX1636  DESIGNATION -  C 49
 GX1636  PID         -  GX1636
 GX1636  STATE/COUNTY-  WV/MCDOWELL
 GX1636  USGS QUAD   -  DAVY (1976)
 GX1636
 GX1636                         *CURRENT SURVEY CONTROL
 GX1636  ___________________________________________________________________
 GX1636* NAD 83(1986)-  37 28 34.     (N)    081 39 10.     (W)     SCALED    
 GX1636* NAVD 88     -       366.758  (meters)    1203.27   (feet)  ADJUSTED  
 GX1636  ___________________________________________________________________
 GX1636  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX1636  DYNAMIC HT  -         366.461 (meters)    1202.30  (feet)  COMP
 GX1636  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 GX1636
 GX1636  VERT ORDER  -  SECOND    CLASS 0
 GX1636
 GX1636.The horizontal coordinates were scaled from a topographic map and have
 GX1636.an estimated accuracy of +/- 6 seconds.
 GX1636
 GX1636.The orthometric height was determined by differential leveling
 GX1636.and adjusted by the National Geodetic Survey in June 1991..
 GX1636
 GX1636.The geoid height was determined by GEOID03.
 GX1636
 GX1636.The dynamic height is computed by dividing the NAVD 88
 GX1636.geopotential number by the normal gravity value computed on the
 GX1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1636.degrees latitude (g = 980.6199 gals.).
 GX1636
 GX1636.The modeled gravity was interpolated from observed gravity values.
 GX1636
 GX1636;                    North         East    Units  Estimated Accuracy
 GX1636;SPC WV S     -    53,050.      542,260.      MT  (+/- 180 meters Scaled)
 GX1636
 GX1636                          SUPERSEDED SURVEY CONTROL
 GX1636
 GX1636  NGVD 29 (??/??/92)  366.931  (m)         1203.84   (f) ADJ UNCH    2 0
 GX1636
 GX1636.Superseded values are not recommended for survey control.
 GX1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1636.See file dsdata.txt to determine how the superseded data were derived.
 GX1636
 GX1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB422478(NAD 83)
 GX1636_MARKER: DB = BENCH MARK DISK
 GX1636_SETTING: 66 = SET IN ROCK OUTCROP
 GX1636_SP_SET: ROCK CUT
 GX1636_STAMPING: C 49 1935
 GX1636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1636+STABILITY: POSITION/ELEVATION WELL
 GX1636
 GX1636  HISTORY     - Date     Condition        Report By
 GX1636  HISTORY     - 1935     MONUMENTED       CGS
 GX1636  HISTORY     - 1958     GOOD             NGS
 GX1636
 GX1636                          STATION DESCRIPTION
 GX1636
 GX1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1636'AT DAVY.
 GX1636'AT DAVY, 0.15 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN
 GX1636'RAILWAY FROM THE STATION, DIRECTLY ACROSS THE TRACK FROM THE CITY
 GX1636'HALL, SET VERTICALLY IN THE SOUTHWEST FACE OF A LARGE ROCK CUT
 GX1636'NORTHEAST OF A SPUR TRACK LEADING NORTH, 8 FEET NORTHEAST OF THE
 GX1636'NORTHEAST RAIL OF THE SPUR TRACK, 60 FEET NORTHWEST OF THE
 GX1636'SOUTHEAST END OF THE CUT, AND ABOUT 15 FEET ABOVE THE LEVEL OF
 GX1636'THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2080 ***********************************************************************
 HX2080  DESIGNATION -  C 5
 HX2080  PID         -  HX2080
 HX2080  STATE/COUNTY-  WV/KANAWHA
 HX2080  USGS QUAD   -  CHARLESTON WEST (1976)
 HX2080
 HX2080                         *CURRENT SURVEY CONTROL
 HX2080  ___________________________________________________________________
 HX2080* NAD 83(1986)-  38 21 05.     (N)    081 37 35.     (W)     SCALED    
 HX2080* NAVD 88     -       182.488  (meters)     598.71   (feet)  ADJUSTED  
 HX2080  ___________________________________________________________________
 HX2080  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HX2080  DYNAMIC HT  -         182.361 (meters)     598.30  (feet)  COMP
 HX2080  MODELED GRAV-     979,929.2   (mgal)                       NAVD 88
 HX2080
 HX2080  VERT ORDER  -  FIRST     CLASS II
 HX2080
 HX2080.The horizontal coordinates were scaled from a topographic map and have
 HX2080.an estimated accuracy of +/- 6 seconds.
 HX2080
 HX2080.The orthometric height was determined by differential leveling
 HX2080.and adjusted by the National Geodetic Survey in June 1991..
 HX2080.WARNING-Repeat measurements at this control monument indicate possible
 HX2080.vertical movement.
 HX2080
 HX2080.The geoid height was determined by GEOID03.
 HX2080
 HX2080.The dynamic height is computed by dividing the NAVD 88
 HX2080.geopotential number by the normal gravity value computed on the
 HX2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2080.degrees latitude (g = 980.6199 gals.).
 HX2080
 HX2080.The modeled gravity was interpolated from observed gravity values.
 HX2080
 HX2080;                    North         East    Units  Estimated Accuracy
 HX2080;SPC WV S     -   150,170.      545,250.      MT  (+/- 180 meters Scaled)
 HX2080
 HX2080                          SUPERSEDED SURVEY CONTROL
 HX2080
 HX2080  NGVD 29 (??/??/92)  182.686  (m)          599.36   (f) ADJ UNCH    1 2
 HX2080
 HX2080.Superseded values are not recommended for survey control.
 HX2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2080.See file dsdata.txt to determine how the superseded data were derived.
 HX2080
 HX2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC452449(NAD 83)
 HX2080_MARKER: DB = BENCH MARK DISK
 HX2080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2080_SP_SET: FOUNDATION
 HX2080_STAMPING: C 5 1933
 HX2080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2080
 HX2080  HISTORY     - Date     Condition        Report By
 HX2080  HISTORY     - 1933     MONUMENTED       CGS
 HX2080  HISTORY     - 1959     GOOD             NGS
 HX2080
 HX2080                          STATION DESCRIPTION
 HX2080
 HX2080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX2080'AT CHARLESTON.
 HX2080'AT CHARLESTON, AT INTERSECTION OF BROAD STREET AND THE NEW YORK
 HX2080'CENTRAL RAILROAD, 18-1/2 FEET NORTHWEST OF NORTHWEST CURB OF
 HX2080'BROAD STREET, 49 FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTHWEST
 HX2080'TRACK, SET VERTICALLY IN THE NORTHEAST FACE OF CONCRETE FOUNDATION
 HX2080'OF N.Y.C.R.R. AND BALTIMORE AND OHIO FREIGHT STATION, 1 FOOT
 HX2080'NORTHWEST OF EAST CORNER OF FREIGHT STATION AND 1.3 FEET ABOVE
 HX2080'PAVED DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2784 ***********************************************************************
 HX2784  DESIGNATION -  C 5 RESET 1975
 HX2784  PID         -  HX2784
 HX2784  STATE/COUNTY-  WV/KANAWHA
 HX2784  USGS QUAD   -  CHARLESTON WEST (1976)
 HX2784
 HX2784                         *CURRENT SURVEY CONTROL
 HX2784  ___________________________________________________________________
 HX2784* NAD 83(1986)-  38 21 05.     (N)    081 37 35.     (W)     SCALED    
 HX2784* NAVD 88     -       182.37   (+/-2cm)     598.3    (feet)  VERTCON   
 HX2784  ___________________________________________________________________
 HX2784  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HX2784
 HX2784  VERT ORDER  -  THIRD (See Below)
 HX2784
 HX2784.The horizontal coordinates were scaled from a topographic map and have
 HX2784.an estimated accuracy of +/- 6 seconds.
 HX2784
 HX2784.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2784.The vertical order pertains to the NGVD 29 superseded value.
 HX2784
 HX2784.The geoid height was determined by GEOID03.
 HX2784
 HX2784;                    North         East    Units  Estimated Accuracy
 HX2784;SPC WV S     -   150,170.      545,250.      MT  (+/- 180 meters Scaled)
 HX2784
 HX2784                          SUPERSEDED SURVEY CONTROL
 HX2784
 HX2784  NGVD 29 (09/25/03)  182.57   (m)          599.0    (f) RESET       3  
 HX2784
 HX2784.Superseded values are not recommended for survey control.
 HX2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2784.See file dsdata.txt to determine how the superseded data were derived.
 HX2784
 HX2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC452449(NAD 83)
 HX2784_MARKER: DB = BENCH MARK DISK
 HX2784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2784_SP_SET: PIER
 HX2784_STAMPING: C 5 RESET 1975
 HX2784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2784
 HX2784  HISTORY     - Date     Condition        Report By
 HX2784  HISTORY     - 1975     MONUMENTED       WVHD
 HX2784
 HX2784                          STATION DESCRIPTION
 HX2784
 HX2784'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1975
 HX2784'IN CHARLESTON.
 HX2784'IN CHARLESTON, AT THE  INTERSECTION OF BROAD STREET AND THE PENN
 HX2784'CENTRAL RAILROAD, 4.0 FEET  WEST OF THE EAST END OF A BRIDGE PIER,
 HX2784'16.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 HX2784'TRACK, SET VERTICALLY IN THE NORTHEAST FACE OF THE PIER.
 HX2784'THE MARK IS 0.6 FT ABOVE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1311 ***********************************************************************
 GX1311  DESIGNATION -  C 50
 GX1311  PID         -  GX1311
 GX1311  STATE/COUNTY-  WV/MERCER
 GX1311  USGS QUAD   -  BRAMWELL (1979)
 GX1311
 GX1311                         *CURRENT SURVEY CONTROL
 GX1311  ___________________________________________________________________
 GX1311* NAD 83(1986)-  37 19 26.     (N)    081 19 38.     (W)     SCALED    
 GX1311* NAVD 88     -       705.296  (meters)    2313.96   (feet)  ADJUSTED  
 GX1311  ___________________________________________________________________
 GX1311  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX1311  DYNAMIC HT  -         704.669 (meters)    2311.90  (feet)  COMP
 GX1311  MODELED GRAV-     979,718.9   (mgal)                       NAVD 88
 GX1311
 GX1311  VERT ORDER  -  SECOND    CLASS 0
 GX1311
 GX1311.The horizontal coordinates were scaled from a topographic map and have
 GX1311.an estimated accuracy of +/- 6 seconds.
 GX1311
 GX1311.The orthometric height was determined by differential leveling
 GX1311.and adjusted by the National Geodetic Survey in June 1991..
 GX1311
 GX1311.The geoid height was determined by GEOID03.
 GX1311
 GX1311.The dynamic height is computed by dividing the NAVD 88
 GX1311.geopotential number by the normal gravity value computed on the
 GX1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1311.degrees latitude (g = 980.6199 gals.).
 GX1311
 GX1311.The modeled gravity was interpolated from observed gravity values.
 GX1311
 GX1311;                    North         East    Units  Estimated Accuracy
 GX1311;SPC WV S     -    36,000.      571,000.      MT  (+/- 180 meters Scaled)
 GX1311
 GX1311                          SUPERSEDED SURVEY CONTROL
 GX1311
 GX1311  NGVD 29 (??/??/92)  705.40   (m)         2314.3    (f) COMPUTED    2 0
 GX1311
 GX1311.Superseded values are not recommended for survey control.
 GX1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1311.See file dsdata.txt to determine how the superseded data were derived.
 GX1311
 GX1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB710308(NAD 83)
 GX1311_MARKER: DB = BENCH MARK DISK
 GX1311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1311_SP_SET: BRIDGE
 GX1311_STAMPING: C 50 1935
 GX1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1311
 GX1311  HISTORY     - Date     Condition        Report By
 GX1311  HISTORY     - 1935     MONUMENTED       CGS
 GX1311
 GX1311                          STATION DESCRIPTION
 GX1311
 GX1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1311'AT COOPER.
 GX1311'ALONG THE PORTS MOUTH TO BLUEFIELD BRANCH OF THE NORFOLK AND
 GX1311'WESTERN RAILROAD, 9 FT WEST OF TRACK, SET ON TOP OF WEST END OF
 GX1311'NORTH ABUTMENT OF RAILROAD BRIDGE 854 OVER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1312 ***********************************************************************
 GX1312  DESIGNATION -  C 50 RESET 1950
 GX1312  PID         -  GX1312
 GX1312  STATE/COUNTY-  WV/MERCER
 GX1312  USGS QUAD   -  BRAMWELL (1979)
 GX1312
 GX1312                         *CURRENT SURVEY CONTROL
 GX1312  ___________________________________________________________________
 GX1312* NAD 83(1986)-  37 19 26.     (N)    081 19 38.     (W)     SCALED    
 GX1312* NAVD 88     -       704.82   (meters)    2312.4    (feet)  RESET     
 GX1312  ___________________________________________________________________
 GX1312  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX1312
 GX1312  VERT ORDER  -  THIRD
 GX1312
 GX1312.The horizontal coordinates were scaled from a topographic map and have
 GX1312.an estimated accuracy of +/- 6 seconds.
 GX1312
 GX1312.The orthometric height was computed from unverified reset data.
 GX1312.No vertical observational check was made to the station.
 GX1312
 GX1312.The geoid height was determined by GEOID03.
 GX1312
 GX1312;                    North         East    Units  Estimated Accuracy
 GX1312;SPC WV S     -    36,000.      571,000.      MT  (+/- 180 meters Scaled)
 GX1312
 GX1312                          SUPERSEDED SURVEY CONTROL
 GX1312
 GX1312  NGVD 29 (??/??/??)  705.88   (m)         2315.9    (f) RESET       3  
 GX1312
 GX1312.Superseded values are not recommended for survey control.
 GX1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1312.See file dsdata.txt to determine how the superseded data were derived.
 GX1312
 GX1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB710308(NAD 83)
 GX1312_MARKER: DD = SURVEY DISK
 GX1312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1312_SP_SET: BRIDGE
 GX1312_STAMPING: C 50 RESET 1950
 GX1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1312
 GX1312  HISTORY     - Date     Condition        Report By
 GX1312  HISTORY     - 1950     MONUMENTED       NWRR
 GX1312
 GX1312                          STATION DESCRIPTION
 GX1312
 GX1312'DESCRIBED BY NORFOLK AND WESTERN RR 1950
 GX1312'0.7 MI W FROM BLUESTONE.
 GX1312'0.7 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1312'STATION AT BLUESTONE, AT COOPER, AT BRIDGE 854, IN THE TOP OF THE
 GX1312'BACK WALL OF THE NORTH ABUTMENT, AND 9.2 FEET NORTH OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0514 ***********************************************************************
 HY0514  DESIGNATION -  C 51
 HY0514  PID         -  HY0514
 HY0514  STATE/COUNTY-  WV/LINCOLN
 HY0514  USGS QUAD   -  BRANCHLAND (1987)
 HY0514
 HY0514                         *CURRENT SURVEY CONTROL
 HY0514  ___________________________________________________________________
 HY0514* NAD 83(1986)-  38 10 28.     (N)    082 10 39.     (W)     SCALED    
 HY0514* NAVD 88     -       180.862  (meters)     593.38   (feet)  ADJUSTED  
 HY0514  ___________________________________________________________________
 HY0514  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HY0514  DYNAMIC HT  -         180.733 (meters)     592.95  (feet)  COMP
 HY0514  MODELED GRAV-     979,911.2   (mgal)                       NAVD 88
 HY0514
 HY0514  VERT ORDER  -  SECOND    CLASS 0
 HY0514
 HY0514.The horizontal coordinates were scaled from a topographic map and have
 HY0514.an estimated accuracy of +/- 6 seconds.
 HY0514
 HY0514.The orthometric height was determined by differential leveling
 HY0514.and adjusted by the National Geodetic Survey in June 1991..
 HY0514
 HY0514.The geoid height was determined by GEOID03.
 HY0514
 HY0514.The dynamic height is computed by dividing the NAVD 88
 HY0514.geopotential number by the normal gravity value computed on the
 HY0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0514.degrees latitude (g = 980.6199 gals.).
 HY0514
 HY0514.The modeled gravity was interpolated from observed gravity values.
 HY0514
 HY0514;                    North         East    Units  Estimated Accuracy
 HY0514;SPC WV S     -   131,010.      496,830.      MT  (+/- 180 meters Scaled)
 HY0514
 HY0514                          SUPERSEDED SURVEY CONTROL
 HY0514
 HY0514  NGVD 29 (??/??/92)  181.07   (m)          594.1    (f) COMPUTED    2 0
 HY0514
 HY0514.Superseded values are not recommended for survey control.
 HY0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0514.See file dsdata.txt to determine how the superseded data were derived.
 HY0514
 HY0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC968258(NAD 83)
 HY0514_MARKER: DB = BENCH MARK DISK
 HY0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0514_SP_SET: PIER
 HY0514_STAMPING: C 51 1935
 HY0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0514
 HY0514  HISTORY     - Date     Condition        Report By
 HY0514  HISTORY     - 1935     MONUMENTED       CGS
 HY0514  HISTORY     - 1957     GOOD             NGS
 HY0514
 HY0514                          STATION DESCRIPTION
 HY0514
 HY0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0514'AT MIDKIFF.
 HY0514'ABOUT 90 YARDS SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY0514'THE STATION AT MIDKIFF, THENCE 68 YARDS WEST ALONG A PUBLIC
 HY0514'ROAD, 0.45 MILE SOUTH OF MILEPOLE 26, 12 FEET NORTH OF THE
 HY0514'CENTER LINE OF THE BRIDGE FLOOR, 1 1/2 FEET NORTH OF THE
 HY0514'NORTHEAST CORNER OF THE LARGEST STEEL SPAN, SET IN THE TOP
 HY0514'AND NORTH END OF THE EAST STONE MASONRY PIER OF STEEL BRIDGE
 HY0514'OVER GUYANDOT RIVER AND 4 FEET ABOVE THE LEVEL OF THE BRIDGE
 HY0514'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2268 ***********************************************************************
 GX2268  DESIGNATION -  C 52
 GX2268  PID         -  GX2268
 GX2268  STATE/COUNTY-  WV/LOGAN
 GX2268  USGS QUAD   -  LOGAN (1989)
 GX2268
 GX2268                         *CURRENT SURVEY CONTROL
 GX2268  ___________________________________________________________________
 GX2268* NAD 83(1986)-  37 51 11.     (N)    081 56 05.     (W)     SCALED    
 GX2268* NAVD 88     -       227.831  (meters)     747.48   (feet)  ADJUSTED  
 GX2268  ___________________________________________________________________
 GX2268  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GX2268  DYNAMIC HT  -         227.665 (meters)     746.93  (feet)  COMP
 GX2268  MODELED GRAV-     979,894.2   (mgal)                       NAVD 88
 GX2268
 GX2268  VERT ORDER  -  SECOND    CLASS 0
 GX2268
 GX2268.The horizontal coordinates were scaled from a topographic map and have
 GX2268.an estimated accuracy of +/- 6 seconds.
 GX2268
 GX2268.The orthometric height was determined by differential leveling
 GX2268.and adjusted by the National Geodetic Survey in June 1991..
 GX2268
 GX2268.The geoid height was determined by GEOID03.
 GX2268
 GX2268.The dynamic height is computed by dividing the NAVD 88
 GX2268.geopotential number by the normal gravity value computed on the
 GX2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2268.degrees latitude (g = 980.6199 gals.).
 GX2268
 GX2268.The modeled gravity was interpolated from observed gravity values.
 GX2268
 GX2268;                    North         East    Units  Estimated Accuracy
 GX2268;SPC WV S     -    95,090.      517,740.      MT  (+/- 180 meters Scaled)
 GX2268
 GX2268                          SUPERSEDED SURVEY CONTROL
 GX2268
 GX2268  NGVD 29 (??/??/92)  228.040  (m)          748.16   (f) ADJ UNCH    2 0
 GX2268
 GX2268.Superseded values are not recommended for survey control.
 GX2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2268.See file dsdata.txt to determine how the superseded data were derived.
 GX2268
 GX2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB177899(NAD 83)
 GX2268_MARKER: DB = BENCH MARK DISK
 GX2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2268_STAMPING: C 52 1935
 GX2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2268+STABILITY: SURFACE MOTION
 GX2268
 GX2268  HISTORY     - Date     Condition        Report By
 GX2268  HISTORY     - 1935     MONUMENTED       WVGS
 GX2268  HISTORY     - 1935     GOOD             NGS
 GX2268
 GX2268                          STATION DESCRIPTION
 GX2268
 GX2268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2268'1.6 MI W FROM ETHEL.
 GX2268'1.6 MILES WEST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE AT
 GX2268'ETHEL, LOGAN COUNTY, 0.3 MILE WEST OF RED CAMBELL, AT THE END
 GX2268'OF REX MINE CAMP, 87 YARDS WEST OF THE L.D. WIGGIN RESIDENCE, 27
 GX2268'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 GX2268'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED C 52 1935 AND SET
 GX2268'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1083 ***********************************************************************
 GX1083  DESIGNATION -  C 53
 GX1083  PID         -  GX1083
 GX1083  STATE/COUNTY-  WV/RALEIGH
 GX1083  USGS QUAD   -  BECKLEY (1989)
 GX1083
 GX1083                         *CURRENT SURVEY CONTROL
 GX1083  ___________________________________________________________________
 GX1083* NAD 83(1986)-  37 46 39.     (N)    081 11 20.     (W)     SCALED    
 GX1083* NAVD 88     -       738.142  (meters)    2421.72   (feet)  ADJUSTED  
 GX1083  ___________________________________________________________________
 GX1083  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1083  DYNAMIC HT  -         737.529 (meters)    2419.71  (feet)  COMP
 GX1083  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 GX1083
 GX1083  VERT ORDER  -  SECOND    CLASS 0
 GX1083
 GX1083.The horizontal coordinates were scaled from a topographic map and have
 GX1083.an estimated accuracy of +/- 6 seconds.
 GX1083
 GX1083.The orthometric height was determined by differential leveling
 GX1083.and adjusted by the National Geodetic Survey in June 1991..
 GX1083.WARNING-Repeat measurements at this control monument indicate possible
 GX1083.vertical movement.
 GX1083
 GX1083.The geoid height was determined by GEOID03.
 GX1083
 GX1083.The dynamic height is computed by dividing the NAVD 88
 GX1083.geopotential number by the normal gravity value computed on the
 GX1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1083.degrees latitude (g = 980.6199 gals.).
 GX1083
 GX1083.The modeled gravity was interpolated from observed gravity values.
 GX1083
 GX1083;                    North         East    Units  Estimated Accuracy
 GX1083;SPC WV S     -    86,310.      583,360.      MT  (+/- 180 meters Scaled)
 GX1083
 GX1083                          SUPERSEDED SURVEY CONTROL
 GX1083
 GX1083  NGVD 29 (??/??/92)  738.298  (m)         2422.23   (f) ADJ UNCH    2 0
 GX1083
 GX1083.Superseded values are not recommended for survey control.
 GX1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1083.See file dsdata.txt to determine how the superseded data were derived.
 GX1083
 GX1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB833811(NAD 83)
 GX1083_MARKER: DD = SURVEY DISK
 GX1083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1083_SP_SET: SIDEWALK
 GX1083_STAMPING: C 53 1935
 GX1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1083
 GX1083  HISTORY     - Date     Condition        Report By
 GX1083  HISTORY     - 1935     MONUMENTED       WVGS
 GX1083  HISTORY     - 1960     GOOD             NGS
 GX1083
 GX1083                          STATION DESCRIPTION
 GX1083
 GX1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1083'AT BECKLEY.
 GX1083'AT BECKLEY, AT THE INTERSECTION OF MAIN AND FAYETTE STREETS, 6.8
 GX1083'FEET WEST-SOUTHWEST OF THE WEST-SOUTHWEST CURB OF FAYETTE
 GX1083'STREET, 15.8 FEET SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST CURB OF
 GX1083'MAIN STREET, 2.4 FEET EAST OF THE NORTH CORNER OF BECKLEY NATIONAL
 GX1083'BANK, AND IN TOP OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1084 ***********************************************************************
 GX1084  DESIGNATION -  C 53 X
 GX1084  PID         -  GX1084
 GX1084  STATE/COUNTY-  WV/RALEIGH
 GX1084  USGS QUAD   -  BECKLEY (1989)
 GX1084
 GX1084                         *CURRENT SURVEY CONTROL
 GX1084  ___________________________________________________________________
 GX1084* NAD 83(1986)-  37 46 39.     (N)    081 11 21.     (W)     SCALED    
 GX1084* NAVD 88     -       739.177  (meters)    2425.12   (feet)  ADJUSTED  
 GX1084  ___________________________________________________________________
 GX1084  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1084  DYNAMIC HT  -         738.564 (meters)    2423.11  (feet)  COMP
 GX1084  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 GX1084
 GX1084  VERT ORDER  -  SECOND    CLASS 0
 GX1084
 GX1084.The horizontal coordinates were scaled from a topographic map and have
 GX1084.an estimated accuracy of +/- 6 seconds.
 GX1084
 GX1084.The orthometric height was determined by differential leveling
 GX1084.and adjusted by the National Geodetic Survey in June 1991..
 GX1084
 GX1084.The geoid height was determined by GEOID03.
 GX1084
 GX1084.The dynamic height is computed by dividing the NAVD 88
 GX1084.geopotential number by the normal gravity value computed on the
 GX1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1084.degrees latitude (g = 980.6199 gals.).
 GX1084
 GX1084.The modeled gravity was interpolated from observed gravity values.
 GX1084
 GX1084;                    North         East    Units  Estimated Accuracy
 GX1084;SPC WV S     -    86,310.      583,340.      MT  (+/- 180 meters Scaled)
 GX1084
 GX1084                          SUPERSEDED SURVEY CONTROL
 GX1084
 GX1084  NGVD 29 (??/??/92)  739.334  (m)         2425.63   (f) ADJ UNCH    2 0
 GX1084
 GX1084.Superseded values are not recommended for survey control.
 GX1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1084.See file dsdata.txt to determine how the superseded data were derived.
 GX1084
 GX1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB833811(NAD 83)
 GX1084_MARKER: DB = BENCH MARK DISK
 GX1084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1084_SP_SET: WATER TABLE
 GX1084_STAMPING: C 53 X
 GX1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1084
 GX1084  HISTORY     - Date     Condition        Report By
 GX1084  HISTORY     - UNK      MONUMENTED       CGS
 GX1084  HISTORY     - 1960     GOOD             NGS
 GX1084
 GX1084                          STATION DESCRIPTION
 GX1084
 GX1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1084'AT BECKLEY.
 GX1084'AT BECKLEY, IN THE SOUTHWEST ANGLE OF FAYETTE AND MAIN STREET,
 GX1084'IN THE TOP OF STONE WATER TABLE OF BUILDING FORMERLY OCCUPIED
 GX1084'BY BECKLEY NATIONAL BANK, 14 FEET SOUTH OF SOUTH CURB OF MAIN
 GX1084'STREET, 10 FEET WEST OF WEST CURB LINE OF FAYETTE, 2.4 FEET WEST
 GX1084'OF NORTHEAST CORNER OF BUILDING AND 3.2 FEET ABOVE LEVEL OF
 GX1084'SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0062 ***********************************************************************
 JX0062  DESIGNATION -  C 54
 JX0062  PID         -  JX0062
 JX0062  STATE/COUNTY-  WV/MARION
 JX0062  USGS QUAD   -  MANNINGTON (1976)
 JX0062
 JX0062                         *CURRENT SURVEY CONTROL
 JX0062  ___________________________________________________________________
 JX0062* NAD 83(1986)-  39 30 43.     (N)    080 17 21.     (W)     SCALED    
 JX0062* NAVD 88     -       291.102  (meters)     955.06   (feet)  ADJUSTED  
 JX0062  ___________________________________________________________________
 JX0062  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JX0062  DYNAMIC HT  -         290.929 (meters)     954.49  (feet)  COMP
 JX0062  MODELED GRAV-     980,024.4   (mgal)                       NAVD 88
 JX0062
 JX0062  VERT ORDER  -  FIRST     CLASS II
 JX0062
 JX0062.The horizontal coordinates were scaled from a topographic map and have
 JX0062.an estimated accuracy of +/- 6 seconds.
 JX0062
 JX0062.The orthometric height was determined by differential leveling
 JX0062.and adjusted by the National Geodetic Survey in June 1991..
 JX0062
 JX0062.The geoid height was determined by GEOID03.
 JX0062
 JX0062.The dynamic height is computed by dividing the NAVD 88
 JX0062.geopotential number by the normal gravity value computed on the
 JX0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0062.degrees latitude (g = 980.6199 gals.).
 JX0062
 JX0062.The modeled gravity was interpolated from observed gravity values.
 JX0062
 JX0062;                    North         East    Units  Estimated Accuracy
 JX0062;SPC WV N     -   112,640.      532,140.      MT  (+/- 180 meters Scaled)
 JX0062
 JX0062                          SUPERSEDED SURVEY CONTROL
 JX0062
 JX0062  NGVD 29 (??/??/92)  291.263  (m)          955.59   (f) ADJ UNCH    1 2
 JX0062
 JX0062.Superseded values are not recommended for survey control.
 JX0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0062.See file dsdata.txt to determine how the superseded data were derived.
 JX0062
 JX0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND611738(NAD 83)
 JX0062_MARKER: DB = BENCH MARK DISK
 JX0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0062_SP_SET: BRIDGE
 JX0062_STAMPING: C 54 1935
 JX0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0062
 JX0062  HISTORY     - Date     Condition        Report By
 JX0062  HISTORY     - 1935     MONUMENTED       CGS
 JX0062
 JX0062                          STATION DESCRIPTION
 JX0062
 JX0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0062'3.9 MI E FROM MANNINGTON.
 JX0062'3.9 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM ICES
 JX0062'MARKET AT MANNINGTON, MARION COUNTY, 0.1 MILE NORTHEAST OF A
 JX0062'SERVICE STATION, 40 FEET EAST OF POLE 315+25, AND IN THE TOP OF
 JX0062'THE SOUTHWEST RETAINING WALL OF THE WEST CONCRETE ABUTMENT OF A
 JX0062'BRIDGE.  A STANDARD DISK, STAMPED C 54 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0296 ***********************************************************************
 HY0296  DESIGNATION -  C 6
 HY0296  PID         -  HY0296
 HY0296  STATE/COUNTY-  WV/MASON
 HY0296  USGS QUAD   -  BEECH HILL (1975)
 HY0296
 HY0296                         *CURRENT SURVEY CONTROL
 HY0296  ___________________________________________________________________
 HY0296* NAD 83(1986)-  38 48 19.     (N)    082 03 10.     (W)     SCALED    
 HY0296* NAVD 88     -       172.497  (meters)     565.93   (feet)  ADJUSTED  
 HY0296  ___________________________________________________________________
 HY0296  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HY0296  DYNAMIC HT  -         172.387 (meters)     565.57  (feet)  COMP
 HY0296  MODELED GRAV-     979,985.3   (mgal)                       NAVD 88
 HY0296
 HY0296  VERT ORDER  -  FIRST     CLASS II
 HY0296
 HY0296.The horizontal coordinates were scaled from a topographic map and have
 HY0296.an estimated accuracy of +/- 6 seconds.
 HY0296
 HY0296.The orthometric height was determined by differential leveling
 HY0296.and adjusted by the National Geodetic Survey in June 1991..
 HY0296
 HY0296.The geoid height was determined by GEOID03.
 HY0296
 HY0296.The dynamic height is computed by dividing the NAVD 88
 HY0296.geopotential number by the normal gravity value computed on the
 HY0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0296.degrees latitude (g = 980.6199 gals.).
 HY0296
 HY0296.The modeled gravity was interpolated from observed gravity values.
 HY0296
 HY0296;                    North         East    Units  Estimated Accuracy
 HY0296;SPC WV S     -   200,890.      508,560.      MT  (+/- 180 meters Scaled)
 HY0296
 HY0296                          SUPERSEDED SURVEY CONTROL
 HY0296
 HY0296  NGVD 29 (??/??/92)  172.69   (m)          566.6    (f) COMPUTED    1 2
 HY0296
 HY0296.Superseded values are not recommended for survey control.
 HY0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0296.See file dsdata.txt to determine how the superseded data were derived.
 HY0296
 HY0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC085956(NAD 83)
 HY0296_MARKER: DB = BENCH MARK DISK
 HY0296_SETTING: 66 = SET IN ROCK OUTCROP
 HY0296_SP_SET: ROCK LEDGE
 HY0296_STAMPING: C 6 1933
 HY0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0296+STABILITY: POSITION/ELEVATION WELL
 HY0296
 HY0296  HISTORY     - Date     Condition        Report By
 HY0296  HISTORY     - 1933     MONUMENTED       CGS
 HY0296  HISTORY     - 1956     MARK NOT FOUND   NGS
 HY0296
 HY0296                          STATION DESCRIPTION
 HY0296
 HY0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0296'0.1 MI SE FROM BROSIA.
 HY0296'0.1 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 HY0296'STATION AT BROSIA, MASON COUNTY, 40 YARDS NORTHEAST OF THE
 HY0296'TRACK, 5 YARDS NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 25,
 HY0296'IN THE TOP OF A ROCK LEDGE, AND ABOUT ONE YARD LOWER THAN THE
 HY0296'TRACK.  A STANDARD DISK, STAMPED C 6 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1160 ***********************************************************************
 HW1160  DESIGNATION -  C 60
 HW1160  PID         -  HW1160
 HW1160  STATE/COUNTY-  WV/HARDY
 HW1160  USGS QUAD   -  BERGTON (1994)
 HW1160
 HW1160                         *CURRENT SURVEY CONTROL
 HW1160  ___________________________________________________________________
 HW1160* NAD 83(1986)-  38 50 18.     (N)    078 52 38.     (W)     SCALED    
 HW1160* NAVD 88     -       501.056  (meters)    1643.88   (feet)  ADJUSTED  
 HW1160  ___________________________________________________________________
 HW1160  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HW1160  DYNAMIC HT  -         500.702 (meters)    1642.72  (feet)  COMP
 HW1160  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 HW1160
 HW1160  VERT ORDER  -  SECOND    CLASS 0
 HW1160
 HW1160.The horizontal coordinates were scaled from a topographic map and have
 HW1160.an estimated accuracy of +/- 6 seconds.
 HW1160
 HW1160.The orthometric height was determined by differential leveling
 HW1160.and adjusted by the National Geodetic Survey in June 1991..
 HW1160
 HW1160.The geoid height was determined by GEOID03.
 HW1160
 HW1160.The dynamic height is computed by dividing the NAVD 88
 HW1160.geopotential number by the normal gravity value computed on the
 HW1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1160.degrees latitude (g = 980.6199 gals.).
 HW1160
 HW1160.The modeled gravity was interpolated from observed gravity values.
 HW1160
 HW1160;                    North         East    Units  Estimated Accuracy
 HW1160;SPC WV N     -    37,750.      654,070.      MT  (+/- 180 meters Scaled)
 HW1160
 HW1160                          SUPERSEDED SURVEY CONTROL
 HW1160
 HW1160  NGVD 29 (??/??/92)  501.188  (m)         1644.31   (f) ADJ UNCH    2 0
 HW1160
 HW1160.Superseded values are not recommended for survey control.
 HW1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1160.See file dsdata.txt to determine how the superseded data were derived.
 HW1160
 HW1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD842009(NAD 83)
 HW1160_MARKER: DB = BENCH MARK DISK
 HW1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1160_STAMPING: C 60 1935
 HW1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1160+STABILITY: SURFACE MOTION
 HW1160
 HW1160  HISTORY     - Date     Condition        Report By
 HW1160  HISTORY     - 1935     MONUMENTED       CGS
 HW1160  HISTORY     - 1962     GOOD             NGS
 HW1160
 HW1160                          STATION DESCRIPTION
 HW1160
 HW1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1160'2.5 MI S FROM MATHIAS.
 HW1160'2.5 MILES SOUTH ALONG FORMER STATE HIGHWAY 58 FROM THE LOST CREEK
 HW1160'BRIDGE AT MATHIAS, HARDY COUNTY, 90 FEET SOUTHEAST OF THE
 HW1160'GEORGE N. DISPANELL HOUSE, SOUTH OF A CURVE, AT THE NORTH END
 HW1160'OF A LONG TANGENT, 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 HW1160'18 FEET SOUTHWEST OF A MAIL BOX, AND 3 FEET EAST OF THE FENCE.
 HW1160'A STANDARD DISK, STAMPED C 60 1935 AND SET IN THE TOP OF A
 HW1160'CONCRETE POST.  THE PROPERTY OWNER IS NOW E.L. SHIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1840 ***********************************************************************
 HW1840  DESIGNATION -  C 61
 HW1840  PID         -  HW1840
 HW1840  STATE/COUNTY-  WV/POCAHONTAS
 HW1840  USGS QUAD   -  HIGHTOWN (1995)
 HW1840
 HW1840                         *CURRENT SURVEY CONTROL
 HW1840  ___________________________________________________________________
 HW1840* NAD 83(1986)-  38 29 18.     (N)    079 41 51.     (W)     SCALED    
 HW1840* NAVD 88     -      1158.949  (meters)    3802.32   (feet)  ADJUSTED  
 HW1840  ___________________________________________________________________
 HW1840  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HW1840  DYNAMIC HT  -        1157.947 (meters)    3799.03  (feet)  COMP
 HW1840  MODELED GRAV-     979,722.8   (mgal)                       NAVD 88
 HW1840
 HW1840  VERT ORDER  -  SECOND    CLASS 0
 HW1840
 HW1840.The horizontal coordinates were scaled from a topographic map and have
 HW1840.an estimated accuracy of +/- 6 seconds.
 HW1840
 HW1840.The orthometric height was determined by differential leveling
 HW1840.and adjusted by the National Geodetic Survey in June 1991..
 HW1840
 HW1840.The geoid height was determined by GEOID03.
 HW1840
 HW1840.The dynamic height is computed by dividing the NAVD 88
 HW1840.geopotential number by the normal gravity value computed on the
 HW1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1840.degrees latitude (g = 980.6199 gals.).
 HW1840
 HW1840.The modeled gravity was interpolated from observed gravity values.
 HW1840
 HW1840;                    North         East    Units  Estimated Accuracy
 HW1840;SPC WV S     -   165,990.      713,630.      MT  (+/- 180 meters Scaled)
 HW1840
 HW1840                          SUPERSEDED SURVEY CONTROL
 HW1840
 HW1840  NGVD 29 (??/??/92) 1158.961  (m)         3802.36   (f) ADJ UNCH    2 0
 HW1840
 HW1840.Superseded values are not recommended for survey control.
 HW1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1840.See file dsdata.txt to determine how the superseded data were derived.
 HW1840
 HW1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC135608(NAD 83)
 HW1840_MARKER: DB = BENCH MARK DISK
 HW1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1840_STAMPING: C 61 1935
 HW1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1840+STABILITY: SURFACE MOTION
 HW1840
 HW1840  HISTORY     - Date     Condition        Report By
 HW1840  HISTORY     - 1935     MONUMENTED       CGS
 HW1840  HISTORY     - 1966     GOOD             NGS
 HW1840
 HW1840                          STATION DESCRIPTION
 HW1840
 HW1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1840'8.7 MI SE FROM BARTOW.
 HW1840'8.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE CHESAPEAKE
 HW1840'AND OHIO RAILWAY STATION AT BARTOW, POCAHONTAS COUNTY, OPPOSITE
 HW1840'A LARGE GRADE CURVE, 75 FEET EAST OF THE CENTERLINE OF THE
 HW1840'HIGHWAY, 50 FEET NORTH OF THE NORTH END OF A LARGE CUT, 16
 HW1840'FEET NORTH OF THE NORTH END OF A GATE, 3 FEET WEST OF A RAIL
 HW1840'FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 HW1840
 HW1840                          STATION RECOVERY (1966)
 HW1840
 HW1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HW1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1720 ***********************************************************************
 HX1720  DESIGNATION -  C 7
 HX1720  PID         -  HX1720
 HX1720  STATE/COUNTY-  WV/ROANE
 HX1720  USGS QUAD   -  SPENCER (1986)
 HX1720
 HX1720                         *CURRENT SURVEY CONTROL
 HX1720  ___________________________________________________________________
 HX1720* NAD 83(1986)-  38 46 17.     (N)    081 21 50.     (W)     SCALED    
 HX1720* NAVD 88     -       225.527  (meters)     739.92   (feet)  ADJUSTED  
 HX1720  ___________________________________________________________________
 HX1720  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HX1720  DYNAMIC HT  -         225.376 (meters)     739.42  (feet)  COMP
 HX1720  MODELED GRAV-     979,953.2   (mgal)                       NAVD 88
 HX1720
 HX1720  VERT ORDER  -  SECOND    CLASS 0
 HX1720
 HX1720.The horizontal coordinates were scaled from a topographic map and have
 HX1720.an estimated accuracy of +/- 6 seconds.
 HX1720
 HX1720.The orthometric height was determined by differential leveling
 HX1720.and adjusted by the National Geodetic Survey in June 1991..
 HX1720
 HX1720.The geoid height was determined by GEOID03.
 HX1720
 HX1720.The dynamic height is computed by dividing the NAVD 88
 HX1720.geopotential number by the normal gravity value computed on the
 HX1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1720.degrees latitude (g = 980.6199 gals.).
 HX1720
 HX1720.The modeled gravity was interpolated from observed gravity values.
 HX1720
 HX1720;                    North         East    Units  Estimated Accuracy
 HX1720;SPC WV S     -   196,670.      568,380.      MT  (+/- 180 meters Scaled)
 HX1720
 HX1720                          SUPERSEDED SURVEY CONTROL
 HX1720
 HX1720  NGVD 29 (??/??/92)  225.691  (m)          740.45   (f) ADJ UNCH    2 0
 HX1720
 HX1720.Superseded values are not recommended for survey control.
 HX1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1720.See file dsdata.txt to determine how the superseded data were derived.
 HX1720
 HX1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC683914(NAD 83)
 HX1720_MARKER: DB = BENCH MARK DISK
 HX1720_SETTING: 66 = SET IN ROCK OUTCROP
 HX1720_SP_SET: ROCK LEDGE
 HX1720_STAMPING: C 7 1933
 HX1720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1720+STABILITY: POSITION/ELEVATION WELL
 HX1720
 HX1720  HISTORY     - Date     Condition        Report By
 HX1720  HISTORY     - 1933     MONUMENTED       CGS
 HX1720  HISTORY     - 1956     MARK NOT FOUND   NGS
 HX1720
 HX1720                          STATION DESCRIPTION
 HX1720
 HX1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1720'2.5 MI S FROM SPENCER.
 HX1720'2.5 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT
 HX1720'SPENCER, IN THE CENTER OF A 20-FOOT CUT ON THE WEST SIDE OF THE
 HX1720'HIGHWAY, 25 YARDS SOUTH OF A CONCRETE CULVERT, ACROSS THE HIGHWAY
 HX1720'FROM A 2-FOOT OAK TREE, IN THE TOP OF A LARGE ROCK LEDGE, AND 2
 HX1720'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 7 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0710 ***********************************************************************
 JW0710  DESIGNATION -  C 77
 JW0710  PID         -  JW0710
 JW0710  STATE/COUNTY-  WV/GRANT
 JW0710  USGS QUAD   -  MAYSVILLE (1995)
 JW0710
 JW0710                         *CURRENT SURVEY CONTROL
 JW0710  ___________________________________________________________________
 JW0710* NAD 83(1986)-  39 07 23.     (N)    079 10 37.     (W)     SCALED    
 JW0710* NAVD 88     -       417.683  (meters)    1370.35   (feet)  ADJUSTED  
 JW0710  ___________________________________________________________________
 JW0710  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JW0710  DYNAMIC HT  -         417.407 (meters)    1369.44  (feet)  COMP
 JW0710  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 JW0710
 JW0710  VERT ORDER  -  SECOND    CLASS 0
 JW0710
 JW0710.The horizontal coordinates were scaled from a topographic map and have
 JW0710.an estimated accuracy of +/- 6 seconds.
 JW0710
 JW0710.The orthometric height was determined by differential leveling
 JW0710.and adjusted by the National Geodetic Survey in June 1991..
 JW0710
 JW0710.The geoid height was determined by GEOID03.
 JW0710
 JW0710.The dynamic height is computed by dividing the NAVD 88
 JW0710.geopotential number by the normal gravity value computed on the
 JW0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0710.degrees latitude (g = 980.6199 gals.).
 JW0710
 JW0710.The modeled gravity was interpolated from observed gravity values.
 JW0710
 JW0710;                    North         East    Units  Estimated Accuracy
 JW0710;SPC WV N     -    69,220.      627,940.      MT  (+/- 180 meters Scaled)
 JW0710
 JW0710                          SUPERSEDED SURVEY CONTROL
 JW0710
 JW0710  NGVD 29 (??/??/92)  417.821  (m)         1370.80   (f) ADJ UNCH    2 0
 JW0710
 JW0710.Superseded values are not recommended for survey control.
 JW0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0710.See file dsdata.txt to determine how the superseded data were derived.
 JW0710
 JW0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD575320(NAD 83)
 JW0710_MARKER: DB = BENCH MARK DISK
 JW0710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0710_SP_SET: CULVERT
 JW0710_STAMPING: C 77 1941
 JW0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0710
 JW0710  HISTORY     - Date     Condition        Report By
 JW0710  HISTORY     - 1941     MONUMENTED       CGS
 JW0710  HISTORY     - 1954     GOOD             NGS
 JW0710
 JW0710                          STATION DESCRIPTION
 JW0710
 JW0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0710'11.2 MI NW FROM PETERSBURG.
 JW0710'ABOUT 11.2 MILES NORTHWEST ALONG STATE HIGHWAY 42 FROM THE GRANT
 JW0710'COUNTY BANK AT PETERSBURG, GRANT COUNTY, 39.0 FEET NORTHWEST OF
 JW0710'THE CENTER LINE OF A SIDE ROAD LEADING TO A CREEK, AT A CULVERT,
 JW0710'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD
 JW0710'WALL, 23.2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JW0710'AND 3.0 FEET NORTHWEST OF A WHITE WOODEN POST STENCILED U.S.B.M.
 JW0710'A STANDARD DISK, STAMPED C 77 1941.
 JW0710
 JW0710                          STATION RECOVERY (1954)
 JW0710
 JW0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3092 ***********************************************************************
 JV3092  DESIGNATION -  C 78
 JV3092  PID         -  JV3092
 JV3092  STATE/COUNTY-  WV/JEFFERSON
 JV3092  USGS QUAD   -  ROUND HILL (1981)
 JV3092
 JV3092                         *CURRENT SURVEY CONTROL
 JV3092  ___________________________________________________________________
 JV3092* NAD 83(1986)-  39 14 48.     (N)    077 47 41.     (W)     SCALED    
 JV3092* NAVD 88     -       155.125  (meters)     508.94   (feet)  ADJUSTED  
 JV3092  ___________________________________________________________________
 JV3092  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JV3092  DYNAMIC HT  -         155.032 (meters)     508.63  (feet)  COMP
 JV3092  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 JV3092
 JV3092  VERT ORDER  -  SECOND    CLASS 0
 JV3092
 JV3092.The horizontal coordinates were scaled from a topographic map and have
 JV3092.an estimated accuracy of +/- 6 seconds.
 JV3092
 JV3092.The orthometric height was determined by differential leveling
 JV3092.and adjusted by the National Geodetic Survey in June 1991..
 JV3092
 JV3092.The geoid height was determined by GEOID03.
 JV3092
 JV3092.The dynamic height is computed by dividing the NAVD 88
 JV3092.geopotential number by the normal gravity value computed on the
 JV3092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3092.degrees latitude (g = 980.6199 gals.).
 JV3092
 JV3092.The modeled gravity was interpolated from observed gravity values.
 JV3092
 JV3092;                    North         East    Units  Estimated Accuracy
 JV3092;SPC WV N     -    84,290.      747,190.      MT  (+/- 180 meters Scaled)
 JV3092
 JV3092                          SUPERSEDED SURVEY CONTROL
 JV3092
 JV3092  NGVD 29 (??/??/??)  155.330  (m)          509.61   (f) ADJUSTED    2 0
 JV3092
 JV3092.Superseded values are not recommended for survey control.
 JV3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3092.See file dsdata.txt to determine how the superseded data were derived.
 JV3092
 JV3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ588478(NAD 83)
 JV3092_MARKER: DB = BENCH MARK DISK
 JV3092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3092_SP_SET: CULVERT HEADWALL
 JV3092_STAMPING: C 78 1942
 JV3092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3092
 JV3092  HISTORY     - Date     Condition        Report By
 JV3092  HISTORY     - 1942     MONUMENTED       CGS
 JV3092  HISTORY     - 20031212 GOOD             GEOCAC
 JV3092
 JV3092                          STATION DESCRIPTION
 JV3092
 JV3092'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3092'5.1 MI SE FROM CHARLES TOWN.
 JV3092'ABOUT 5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST
 JV3092'OPFFICE AT CHARLES TOWN, JEFFERSON COUNTY, ABOUT 400 FEET SOUTH
 JV3092'OF A CHURCH, AT THE NORTHWEST END OF A CURVE FROM NORTHWEST
 JV3092'TO SOUTH, AT AN 18-INCH PIPE CULVERT, IN THE CENTER OF THE
 JV3092'SOUTHWEST HEAD WALL, 28 FEET NORTH OF A SMALL TREE USED AS A
 JV3092'FENCE CORNER POST, 16 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JV3092'HIGHWAY, AND ABOUT 10 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 JV3092'DISK, STAMPED C 78 1942.
 JV3092
 JV3092                          STATION RECOVERY (2003)
 JV3092
 JV3092'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 JV3092'CHURCH MENTIONED IN DESCRIPTION IS ACROSS THE HIGHWAY AND UPHILL FROM
 JV3092'THE STATION. THE CHURCH IS NOW KNOWN AS THE MURRILL HILL UNITED
 JV3092'METHODIST CHURCH. THE DISK IS MOUNTED ON A SMALL, UNOBTRUSIVE CONCRETE
 JV3092'STRUCTURE BELOW THE LEVEL OF THE ROAD, IN CONTRAST TO THE 1942
 JV3092'DESCRIPTION, WHICH DESCRIBES IT AS 10 FEET HIGHER THAN THE HIGHWAY.
 JV3092'THE CULVERT IS LOCATED AT A DIAMOND-SHAPED, RIGHT-T CAUTION SIGN.
 JV3092' 
 JV3092'CONSUMER-GRADE GARMIN ETREX HANDHELD GPS RECEIVER GIVES COORDINATES AS
 JV3092'N39D 14M 48.3S W 077D 47M 40.6S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0117 ***********************************************************************
 JX0117  DESIGNATION -  C 79
 JX0117  PID         -  JX0117
 JX0117  STATE/COUNTY-  WV/TAYLOR
 JX0117  USGS QUAD   -  GRAFTON (1976)
 JX0117
 JX0117                         *CURRENT SURVEY CONTROL
 JX0117  ___________________________________________________________________
 JX0117* NAD 83(1986)-  39 16 50.     (N)    080 04 02.     (W)     SCALED    
 JX0117* NAVD 88     -       332.792  (meters)    1091.84   (feet)  ADJUSTED  
 JX0117  ___________________________________________________________________
 JX0117  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JX0117  DYNAMIC HT  -         332.583 (meters)    1091.15  (feet)  COMP
 JX0117  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 JX0117
 JX0117  VERT ORDER  -  FIRST     CLASS II
 JX0117
 JX0117.The horizontal coordinates were scaled from a topographic map and have
 JX0117.an estimated accuracy of +/- 6 seconds.
 JX0117
 JX0117.The orthometric height was determined by differential leveling
 JX0117.and adjusted by the National Geodetic Survey in June 1991..
 JX0117
 JX0117.The geoid height was determined by GEOID03.
 JX0117
 JX0117.The dynamic height is computed by dividing the NAVD 88
 JX0117.geopotential number by the normal gravity value computed on the
 JX0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0117.degrees latitude (g = 980.6199 gals.).
 JX0117
 JX0117.The modeled gravity was interpolated from observed gravity values.
 JX0117
 JX0117;                    North         East    Units  Estimated Accuracy
 JX0117;SPC WV N     -    86,810.      551,060.      MT  (+/- 180 meters Scaled)
 JX0117
 JX0117                          SUPERSEDED SURVEY CONTROL
 JX0117
 JX0117  NGVD 29 (??/??/92)  332.978  (m)         1092.45   (f) ADJ UNCH    1 2
 JX0117
 JX0117.Superseded values are not recommended for survey control.
 JX0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0117.See file dsdata.txt to determine how the superseded data were derived.
 JX0117
 JX0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND804483(NAD 83)
 JX0117_MARKER: DB = BENCH MARK DISK
 JX0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0117_SP_SET: BRIDGE
 JX0117_STAMPING: C 79 1943
 JX0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0117
 JX0117  HISTORY     - Date     Condition        Report By
 JX0117  HISTORY     - 1943     MONUMENTED       CGS
 JX0117
 JX0117                          STATION DESCRIPTION
 JX0117
 JX0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0117'5.7 MI SW FROM GRAFTON.
 JX0117'5.7 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0117'THE STATION AT GRAFTON, TAYLOR COUNTY, AT A CONCRETE BRIDGE OVER
 JX0117'U.S. HIGHWAY 119, IN THE TOP OF THE SOUTHWEST END OF THE
 JX0117'NORTHWEST WALL, 10 FEET NORTHWEST OF THE CENTERLINE OF THE
 JX0117'NORTHWEST TRACK, AND 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD
 JX0117'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1676 ***********************************************************************
 HX1676  DESIGNATION -  C 8
 HX1676  PID         -  HX1676
 HX1676  STATE/COUNTY-  WV/ROANE
 HX1676  USGS QUAD   -  SPENCER (1986)
 HX1676
 HX1676                         *CURRENT SURVEY CONTROL
 HX1676  ___________________________________________________________________
 HX1676* NAD 83(1986)-  38 47 12.     (N)    081 16 02.     (W)     SCALED    
 HX1676* NAVD 88     -       234.017  (meters)     767.77   (feet)  ADJUSTED  
 HX1676  ___________________________________________________________________
 HX1676  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HX1676  DYNAMIC HT  -         233.864 (meters)     767.27  (feet)  COMP
 HX1676  MODELED GRAV-     979,968.5   (mgal)                       NAVD 88
 HX1676
 HX1676  VERT ORDER  -  SECOND    CLASS 0
 HX1676
 HX1676.The horizontal coordinates were scaled from a topographic map and have
 HX1676.an estimated accuracy of +/- 6 seconds.
 HX1676
 HX1676.The orthometric height was determined by differential leveling
 HX1676.and adjusted by the National Geodetic Survey in June 1991..
 HX1676
 HX1676.The geoid height was determined by GEOID03.
 HX1676
 HX1676.The dynamic height is computed by dividing the NAVD 88
 HX1676.geopotential number by the normal gravity value computed on the
 HX1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1676.degrees latitude (g = 980.6199 gals.).
 HX1676
 HX1676.The modeled gravity was interpolated from observed gravity values.
 HX1676
 HX1676;                    North         East    Units  Estimated Accuracy
 HX1676;SPC WV S     -   198,340.      576,780.      MT  (+/- 180 meters Scaled)
 HX1676
 HX1676                          SUPERSEDED SURVEY CONTROL
 HX1676
 HX1676  NGVD 29 (??/??/92)  234.186  (m)          768.33   (f) ADJ UNCH    2 0
 HX1676
 HX1676.Superseded values are not recommended for survey control.
 HX1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1676.See file dsdata.txt to determine how the superseded data were derived.
 HX1676
 HX1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC767931(NAD 83)
 HX1676_MARKER: DB = BENCH MARK DISK
 HX1676_SETTING: 66 = SET IN ROCK OUTCROP
 HX1676_SP_SET: ROCK OUTCROP
 HX1676_STAMPING: C 8 1933
 HX1676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1676+STABILITY: POSITION/ELEVATION WELL
 HX1676
 HX1676  HISTORY     - Date     Condition        Report By
 HX1676  HISTORY     - 1933     MONUMENTED       CGS
 HX1676
 HX1676                          STATION DESCRIPTION
 HX1676
 HX1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1676'5 MI E FROM SPENCER.
 HX1676'5.0 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE COURTHOUSE AT
 HX1676'SPENCER, ABOUT 100 YARDS WEST OF A SHARP CURVE, 12 YARDS NORTH
 HX1676'OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LARGE ROCK
 HX1676'OUTCROP, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 HX1676'C 8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0159 ***********************************************************************
 JX0159  DESIGNATION -  C 80
 JX0159  PID         -  JX0159
 JX0159  STATE/COUNTY-  WV/HARRISON
 JX0159  USGS QUAD   -  WOLF SUMMIT (1976)
 JX0159
 JX0159                         *CURRENT SURVEY CONTROL
 JX0159  ___________________________________________________________________
 JX0159* NAD 83(1986)-  39 17 35.     (N)    080 24 44.     (W)     SCALED    
 JX0159* NAVD 88     -       306.221  (meters)    1004.66   (feet)  ADJUSTED  
 JX0159  ___________________________________________________________________
 JX0159  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JX0159  DYNAMIC HT  -         306.028 (meters)    1004.03  (feet)  COMP
 JX0159  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JX0159
 JX0159  VERT ORDER  -  FIRST     CLASS II
 JX0159
 JX0159.The horizontal coordinates were scaled from a topographic map and have
 JX0159.an estimated accuracy of +/- 6 seconds.
 JX0159
 JX0159.The orthometric height was determined by differential leveling
 JX0159.and adjusted by the National Geodetic Survey in June 1991..
 JX0159
 JX0159.The geoid height was determined by GEOID03.
 JX0159
 JX0159.The dynamic height is computed by dividing the NAVD 88
 JX0159.geopotential number by the normal gravity value computed on the
 JX0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0159.degrees latitude (g = 980.6199 gals.).
 JX0159
 JX0159.The modeled gravity was interpolated from observed gravity values.
 JX0159
 JX0159;                    North         East    Units  Estimated Accuracy
 JX0159;SPC WV N     -    88,440.      521,310.      MT  (+/- 180 meters Scaled)
 JX0159
 JX0159                          SUPERSEDED SURVEY CONTROL
 JX0159
 JX0159  NGVD 29 (??/??/92)  306.408  (m)         1005.27   (f) ADJ UNCH    1 2
 JX0159
 JX0159.Superseded values are not recommended for survey control.
 JX0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0159.See file dsdata.txt to determine how the superseded data were derived.
 JX0159
 JX0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND506494(NAD 83)
 JX0159_MARKER: DB = BENCH MARK DISK
 JX0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0159_SP_SET: BRIDGE
 JX0159_STAMPING: C 80 1943
 JX0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0159
 JX0159  HISTORY     - Date     Condition        Report By
 JX0159  HISTORY     - 1943     MONUMENTED       CGS
 JX0159
 JX0159                          STATION DESCRIPTION
 JX0159
 JX0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0159'0.9 MI W FROM WILSONBURG.
 JX0159'0.9 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0159'STATION AT WILSONBURG, HARRISON COUNTY, AT BRIDGE 13, IN THE TOP
 JX0159'OF THE SOUTH END OF THE WEST ABUTMENT, 22 FEET SOUTH OF THE
 JX0159'CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE TRACK.  A
 JX0159'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0262 ***********************************************************************
 JX0262  DESIGNATION -  C 81
 JX0262  PID         -  JX0262
 JX0262  STATE/COUNTY-  WV/DODDRIDGE
 JX0262  USGS QUAD   -  SMITHBURG (1976)
 JX0262
 JX0262                         *CURRENT SURVEY CONTROL
 JX0262  ___________________________________________________________________
 JX0262* NAD 83(1986)-  39 17 37.     (N)    080 44 36.     (W)     SCALED    
 JX0262* NAVD 88     -       245.413  (meters)     805.16   (feet)  ADJUSTED  
 JX0262  ___________________________________________________________________
 JX0262  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JX0262  DYNAMIC HT  -         245.262 (meters)     804.66  (feet)  COMP
 JX0262  MODELED GRAV-     980,008.4   (mgal)                       NAVD 88
 JX0262
 JX0262  VERT ORDER  -  FIRST     CLASS II
 JX0262
 JX0262.The horizontal coordinates were scaled from a topographic map and have
 JX0262.an estimated accuracy of +/- 6 seconds.
 JX0262
 JX0262.The orthometric height was determined by differential leveling
 JX0262.and adjusted by the National Geodetic Survey in June 1991..
 JX0262
 JX0262.The geoid height was determined by GEOID03.
 JX0262
 JX0262.The dynamic height is computed by dividing the NAVD 88
 JX0262.geopotential number by the normal gravity value computed on the
 JX0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0262.degrees latitude (g = 980.6199 gals.).
 JX0262
 JX0262.The modeled gravity was interpolated from observed gravity values.
 JX0262
 JX0262;                    North         East    Units  Estimated Accuracy
 JX0262;SPC WV N     -    88,850.      492,750.      MT  (+/- 180 meters Scaled)
 JX0262
 JX0262                          SUPERSEDED SURVEY CONTROL
 JX0262
 JX0262  NGVD 29 (??/??/92)  245.570  (m)          805.67   (f) ADJ UNCH    1 2
 JX0262
 JX0262.Superseded values are not recommended for survey control.
 JX0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0262.See file dsdata.txt to determine how the superseded data were derived.
 JX0262
 JX0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND221493(NAD 83)
 JX0262_MARKER: DD = SURVEY DISK
 JX0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0262_SP_SET: BRIDGE
 JX0262_STAMPING: C 81 1943
 JX0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0262
 JX0262  HISTORY     - Date     Condition        Report By
 JX0262  HISTORY     - 1943     MONUMENTED       CGS
 JX0262  HISTORY     - 1957     MARK NOT FOUND   USGS
 JX0262
 JX0262                          STATION DESCRIPTION
 JX0262
 JX0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0262'0.5 MI W FROM SMITHBURG.
 JX0262'TO REACH FROM THE BALTIMORE AND OHIO RAILROAD STATION AT SMITHBURG,
 JX0262'PROCEED 0.5 MILE WEST ALONG THE RAILROAD TO SITE OF BENCH MARK.
 JX0262'BENCH MARK IS 65.0 FEET EAST OF MILEPOST NO. 327/10, 72.0 FEET
 JX0262'WEST OF THE WEST ENTRANCE TO TUNNEL NO. 5, 10.0 FEET NORTH OF
 JX0262'AND ABOUT 6.0 FEET ABOVE THE CENTERLINE OF THE TRACKS.  IT IS SET
 JX0262'HORIZONTALLY IN THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION
 JX0262'OF AN ABANDONED HIGHWAY BRIDGE.
 JX0262
 JX0262                          STATION RECOVERY (1957)
 JX0262
 JX0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JX0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0932 ***********************************************************************
 JX0932  DESIGNATION -  C 82
 JX0932  PID         -  JX0932
 JX0932  STATE/COUNTY-  WV/RITCHIE
 JX0932  USGS QUAD   -  ELLENBORO (1975)
 JX0932
 JX0932                         *CURRENT SURVEY CONTROL
 JX0932  ___________________________________________________________________
 JX0932* NAD 83(1986)-  39 15 13.     (N)    081 02 53.     (W)     SCALED    
 JX0932* NAVD 88     -       300.662  (meters)     986.42   (feet)  ADJUSTED  
 JX0932  ___________________________________________________________________
 JX0932  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JX0932  DYNAMIC HT  -         300.476 (meters)     985.81  (feet)  COMP
 JX0932  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 JX0932
 JX0932  VERT ORDER  -  FIRST     CLASS II
 JX0932
 JX0932.The horizontal coordinates were scaled from a topographic map and have
 JX0932.an estimated accuracy of +/- 6 seconds.
 JX0932
 JX0932.The orthometric height was determined by differential leveling
 JX0932.and adjusted by the National Geodetic Survey in June 1991..
 JX0932
 JX0932.The geoid height was determined by GEOID03.
 JX0932
 JX0932.The dynamic height is computed by dividing the NAVD 88
 JX0932.geopotential number by the normal gravity value computed on the
 JX0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0932.degrees latitude (g = 980.6199 gals.).
 JX0932
 JX0932.The modeled gravity was interpolated from observed gravity values.
 JX0932
 JX0932;                    North         East    Units  Estimated Accuracy
 JX0932;SPC WV N     -    84,820.      466,390.      MT  (+/- 180 meters Scaled)
 JX0932
 JX0932                          SUPERSEDED SURVEY CONTROL
 JX0932
 JX0932  NGVD 29 (??/??/92)  300.840  (m)          987.01   (f) ADJ UNCH    1 2
 JX0932
 JX0932.Superseded values are not recommended for survey control.
 JX0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0932.See file dsdata.txt to determine how the superseded data were derived.
 JX0932
 JX0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD958449(NAD 83)
 JX0932_MARKER: DB = BENCH MARK DISK
 JX0932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0932_SP_SET: CULVERT
 JX0932_STAMPING: C 82 1943
 JX0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0932
 JX0932  HISTORY     - Date     Condition        Report By
 JX0932  HISTORY     - 1943     MONUMENTED       CGS
 JX0932  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0932
 JX0932                          STATION DESCRIPTION
 JX0932
 JX0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0932'0.9 MI SE FROM ELLENBORO.
 JX0932'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE INTERSECTION
 JX0932'OF U.S. HIGHWAY 50 AT ELLENBORO, RITCHIE COUNTY, AT A CURVE
 JX0932'NEAR THE TOP OF A STEEP GADE, AT A CONCRETE CULVERT, IN THE
 JX0932'TOP OF THE SOUTH END OF THE WEST HEADWALL, 13.5 FEET WEST OF
 JX0932'THE CENTERLINE OF THE HIGHWAY, AND 1/2 FOOT HIGHER THAN THE
 JX0932'HIGHWAY.  A STANDARD DISK.
 JX0932
 JX0932                          STATION RECOVERY (1983)
 JX0932
 JX0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0932'NOT RECOVERED, THE HIGHWAY DEPARTMENT REPORTED THAT THEY HAD THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0968 ***********************************************************************
 JX0968  DESIGNATION -  C 83
 JX0968  PID         -  JX0968
 JX0968  STATE/COUNTY-  WV/WOOD
 JX0968  USGS QUAD   -  PETROLEUM (1987)
 JX0968
 JX0968                         *CURRENT SURVEY CONTROL
 JX0968  ___________________________________________________________________
 JX0968* NAD 83(1986)-  39 11 37.     (N)    081 21 10.     (W)     SCALED    
 JX0968* NAVD 88     -       205.518  (meters)     674.27   (feet)  ADJUSTED  
 JX0968  ___________________________________________________________________
 JX0968  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JX0968  DYNAMIC HT  -         205.390 (meters)     673.85  (feet)  COMP
 JX0968  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 JX0968
 JX0968  VERT ORDER  -  FIRST     CLASS II
 JX0968
 JX0968.The horizontal coordinates were scaled from a topographic map and have
 JX0968.an estimated accuracy of +/- 6 seconds.
 JX0968
 JX0968.The orthometric height was determined by differential leveling
 JX0968.and adjusted by the National Geodetic Survey in June 1991..
 JX0968
 JX0968.The geoid height was determined by GEOID03.
 JX0968
 JX0968.The dynamic height is computed by dividing the NAVD 88
 JX0968.geopotential number by the normal gravity value computed on the
 JX0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0968.degrees latitude (g = 980.6199 gals.).
 JX0968
 JX0968.The modeled gravity was interpolated from observed gravity values.
 JX0968
 JX0968;                    North         East    Units  Estimated Accuracy
 JX0968;SPC WV N     -    78,650.      439,960.      MT  (+/- 180 meters Scaled)
 JX0968
 JX0968                          SUPERSEDED SURVEY CONTROL
 JX0968
 JX0968  NGVD 29 (??/??/92)  205.699  (m)          674.86   (f) ADJ UNCH    1 2
 JX0968
 JX0968.Superseded values are not recommended for survey control.
 JX0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0968.See file dsdata.txt to determine how the superseded data were derived.
 JX0968
 JX0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD695383(NAD 83)
 JX0968_MARKER: DB = BENCH MARK DISK
 JX0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0968_SP_SET: SIGNAL BASE
 JX0968_STAMPING: C 83 1943
 JX0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0968
 JX0968  HISTORY     - Date     Condition        Report By
 JX0968  HISTORY     - 1943     MONUMENTED       CGS
 JX0968
 JX0968                          STATION DESCRIPTION
 JX0968
 JX0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0968'2 MI NE FROM WALKER.
 JX0968'2.0 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0968'THE STATION AT WALKER, WOOD COUNTY, 4 POLES WEST OF MILEPOST
 JX0968'P 17-B 367, AT SIGNAL E 367-05, IN THE TOP OF THE NORTHWEST
 JX0968'CORNER OF THE CONCRETE BASE, 10.5 FEET NORTH OF THE CENTERLINE
 JX0968'OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 JX0968'STAMPED C 83 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2621 ***********************************************************************
 HX2621  DESIGNATION -  C 84
 HX2621  PID         -  HX2621
 HX2621  STATE/COUNTY-  WV/JACKSON
 HX2621  USGS QUAD   -  RAVENSWOOD (1994)
 HX2621
 HX2621                         *CURRENT SURVEY CONTROL
 HX2621  ___________________________________________________________________
 HX2621* NAD 83(1986)-  38 56 00.     (N)    081 50 09.     (W)     SCALED    
 HX2621* NAVD 88     -       179.237  (meters)     588.05   (feet)  ADJUSTED  
 HX2621  ___________________________________________________________________
 HX2621  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 HX2621  DYNAMIC HT  -         179.122 (meters)     587.67  (feet)  COMP
 HX2621  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 HX2621
 HX2621  VERT ORDER  -  FIRST     CLASS II
 HX2621
 HX2621.The horizontal coordinates were scaled from a topographic map and have
 HX2621.an estimated accuracy of +/- 6 seconds.
 HX2621
 HX2621.The orthometric height was determined by differential leveling
 HX2621.and adjusted by the National Geodetic Survey in June 1991..
 HX2621
 HX2621.The geoid height was determined by GEOID03.
 HX2621
 HX2621.The dynamic height is computed by dividing the NAVD 88
 HX2621.geopotential number by the normal gravity value computed on the
 HX2621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2621.degrees latitude (g = 980.6199 gals.).
 HX2621
 HX2621.The modeled gravity was interpolated from observed gravity values.
 HX2621
 HX2621;                    North         East    Units  Estimated Accuracy
 HX2621;SPC WV S     -   214,920.      527,530.      MT  (+/- 180 meters Scaled)
 HX2621
 HX2621                          SUPERSEDED SURVEY CONTROL
 HX2621
 HX2621  NGVD 29 (??/??/92)  179.411  (m)          588.62   (f) ADJ UNCH    1 2
 HX2621
 HX2621.Superseded values are not recommended for survey control.
 HX2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2621.See file dsdata.txt to determine how the superseded data were derived.
 HX2621
 HX2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD275097(NAD 83)
 HX2621_MARKER: DB = BENCH MARK DISK
 HX2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2621_STAMPING: C 84 1943
 HX2621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2621+STABILITY: SURFACE MOTION
 HX2621
 HX2621  HISTORY     - Date     Condition        Report By
 HX2621  HISTORY     - 1943     MONUMENTED       CGS
 HX2621
 HX2621                          STATION DESCRIPTION
 HX2621
 HX2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HX2621'AT WILLOW GROVE.
 HX2621'AT WILLOW GROVE, 46.8 FEET SOUTH OF THE BALTIMORE AND OHIO
 HX2621'RAILROAD FLAG STATION, 50.5 FEET NORTH OF THE CENTER OF A
 HX2621'DIRT-ROAD CROSSING, 16.5 FEET WEST OF THE CENTERLINE OF THE
 HX2621'MAIN TRACK, 2.7 FEET SOUTH OF A POLE, 2 FEET NORTH OF A WHITE
 HX2621'WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 HX2621'STANDARD DISK, STAMPED C 84 1943 AND SET IN THE TOP OF A
 HX2621'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0416 ***********************************************************************
 HY0416  DESIGNATION -  C 85
 HY0416  PID         -  HY0416
 HY0416  STATE/COUNTY-  WV/MASON
 HY0416  USGS QUAD   -  ADDISON (1989)
 HY0416
 HY0416                         *CURRENT SURVEY CONTROL
 HY0416  ___________________________________________________________________
 HY0416* NAD 83(1986)-  38 53 15.     (N)    082 07 56.     (W)     SCALED    
 HY0416* NAVD 88     -       174.657  (meters)     573.02   (feet)  ADJUSTED  
 HY0416  ___________________________________________________________________
 HY0416  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HY0416  DYNAMIC HT  -         174.547 (meters)     572.66  (feet)  COMP
 HY0416  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 HY0416
 HY0416  VERT ORDER  -  FIRST     CLASS II
 HY0416
 HY0416.The horizontal coordinates were scaled from a topographic map and have
 HY0416.an estimated accuracy of +/- 6 seconds.
 HY0416
 HY0416.The orthometric height was determined by differential leveling
 HY0416.and adjusted by the National Geodetic Survey in June 1991..
 HY0416
 HY0416.The geoid height was determined by GEOID03.
 HY0416
 HY0416.The dynamic height is computed by dividing the NAVD 88
 HY0416.geopotential number by the normal gravity value computed on the
 HY0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0416.degrees latitude (g = 980.6199 gals.).
 HY0416
 HY0416.The modeled gravity was interpolated from observed gravity values.
 HY0416
 HY0416;                    North         East    Units  Estimated Accuracy
 HY0416;SPC WV S     -   210,100.      501,770.      MT  (+/- 180 meters Scaled)
 HY0416
 HY0416                          SUPERSEDED SURVEY CONTROL
 HY0416
 HY0416  NGVD 29 (??/??/92)  174.850  (m)          573.65   (f) ADJ UNCH    1 2
 HY0416
 HY0416.Superseded values are not recommended for survey control.
 HY0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0416.See file dsdata.txt to determine how the superseded data were derived.
 HY0416
 HY0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD018049(NAD 83)
 HY0416_MARKER: DB = BENCH MARK DISK
 HY0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0416_STAMPING: C 85 1943
 HY0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0416+STABILITY: SURFACE MOTION
 HY0416
 HY0416  HISTORY     - Date     Condition        Report By
 HY0416  HISTORY     - 1943     MONUMENTED       CGS
 HY0416
 HY0416                          STATION DESCRIPTION
 HY0416
 HY0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HY0416'1.6 MI S FROM YORK.
 HY0416'1.6 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HY0416'STATION AT YORK, MASON COUNTY, 1-1/2 POLES SOUTH OF POLE 169+10,
 HY0416'AT A SHALLOW CUT, 35 FEET EAST OF THE CENTERLINE OF THE TRACK,
 HY0416'2.3 FEET NORTH OF A T-FENCE CORNER, 1.8 FEET SOUTH OF A WHITE
 HY0416'WOODEN WITNESS POST, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE
 HY0416'TRACK.  A STANDARD DISK, STAMPED C 85 1943 AND SET IN THE TOP
 HY0416'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1595 ***********************************************************************
 GX1595  DESIGNATION -  C 86
 GX1595  PID         -  GX1595
 GX1595  STATE/COUNTY-  WV/MCDOWELL
 GX1595  USGS QUAD   -  PANTHER (1977)
 GX1595
 GX1595                         *CURRENT SURVEY CONTROL
 GX1595  ___________________________________________________________________
 GX1595* NAD 83(1986)-  37 29 05.     (N)    081 54 03.     (W)     SCALED    
 GX1595* NAVD 88     -       289.114  (meters)     948.53   (feet)  ADJUSTED  
 GX1595  ___________________________________________________________________
 GX1595  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX1595  DYNAMIC HT  -         288.884 (meters)     947.78  (feet)  COMP
 GX1595  MODELED GRAV-     979,827.3   (mgal)                       NAVD 88
 GX1595
 GX1595  VERT ORDER  -  SECOND    CLASS 0
 GX1595
 GX1595.The horizontal coordinates were scaled from a topographic map and have
 GX1595.an estimated accuracy of +/- 6 seconds.
 GX1595
 GX1595.The orthometric height was determined by differential leveling
 GX1595.and adjusted by the National Geodetic Survey in June 1991..
 GX1595
 GX1595.The geoid height was determined by GEOID03.
 GX1595
 GX1595.The dynamic height is computed by dividing the NAVD 88
 GX1595.geopotential number by the normal gravity value computed on the
 GX1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1595.degrees latitude (g = 980.6199 gals.).
 GX1595
 GX1595.The modeled gravity was interpolated from observed gravity values.
 GX1595
 GX1595;                    North         East    Units  Estimated Accuracy
 GX1595;SPC WV S     -    54,190.      520,330.      MT  (+/- 180 meters Scaled)
 GX1595
 GX1595                          SUPERSEDED SURVEY CONTROL
 GX1595
 GX1595  NGVD 29 (??/??/92)  289.317  (m)          949.20   (f) ADJ UNCH    2 0
 GX1595
 GX1595.Superseded values are not recommended for survey control.
 GX1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1595.See file dsdata.txt to determine how the superseded data were derived.
 GX1595
 GX1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB203490(NAD 83)
 GX1595_MARKER: DB = BENCH MARK DISK
 GX1595_SETTING: 66 = SET IN ROCK OUTCROP
 GX1595_SP_SET: SET IN ROCK OUTCROP
 GX1595_STAMPING: C 86 1952 949.201
 GX1595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1595+STABILITY: POSITION/ELEVATION WELL
 GX1595
 GX1595  HISTORY     - Date     Condition        Report By
 GX1595  HISTORY     - 1952     MONUMENTED       CGS
 GX1595  HISTORY     - 1956     GOOD             NGS
 GX1595  HISTORY     - 1963     GOOD             USGS
 GX1595
 GX1595                          STATION DESCRIPTION
 GX1595
 GX1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GX1595'0.2 MI NW FROM PANTHER.
 GX1595'0.25 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILROAD FROM
 GX1595'THE STATION AT PANTHER, 0.25 MILE SOUTHEAST OF MILE POST N 430,
 GX1595'SET IN THE TOP OF A SMALL ROCK LEDGE IN ROCK CUT, 12.5 FEET
 GX1595'NORTHEAST OF THE NORTHEAST RAIL OF NORTHWEST BOUND TRACK, 161.5
 GX1595'FEET SOUTHEAST OF SOUTHWEST END OF THE NORTHEAST CONCRETE HEAD
 GX1595'WALL OF A 24-INCH PIPE CULVERT, 72 FEET NORTH AND ACROSS TRACK
 GX1595'FROM A WHISTLE POST, ABOUT 45 YARDS NORTHWEST OF SOUTHEAST END
 GX1595'OF ROCK CUT, 1.5 FEET SOUTH AND 3 FEET BELOW A 12-INCH TRIANGLE
 GX1595'CHISELED IN FACE OF ROCK CUT, AND 2 FEET ABOVE LEVEL OF TRACK.
 GX1595
 GX1595                          STATION RECOVERY (1963)
 GX1595
 GX1595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GX1595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1095 ***********************************************************************
 GX1095  DESIGNATION -  C 87
 GX1095  PID         -  GX1095
 GX1095  STATE/COUNTY-  WV/RALEIGH
 GX1095  USGS QUAD   -  BECKLEY (1989)
 GX1095
 GX1095                         *CURRENT SURVEY CONTROL
 GX1095  ___________________________________________________________________
 GX1095* NAD 83(1986)-  37 45 33.     (N)    081 07 38.     (W)     SCALED    
 GX1095* NAVD 88     -       725.600  (meters)    2380.57   (feet)  ADJUSTED  
 GX1095  ___________________________________________________________________
 GX1095  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1095  DYNAMIC HT  -         724.984 (meters)    2378.55  (feet)  COMP
 GX1095  MODELED GRAV-     979,757.7   (mgal)                       NAVD 88
 GX1095
 GX1095  VERT ORDER  -  SECOND    CLASS 0
 GX1095
 GX1095.The horizontal coordinates were scaled from a topographic map and have
 GX1095.an estimated accuracy of +/- 6 seconds.
 GX1095
 GX1095.The orthometric height was determined by differential leveling
 GX1095.and adjusted by the National Geodetic Survey in June 1991..
 GX1095
 GX1095.The geoid height was determined by GEOID03.
 GX1095
 GX1095.The dynamic height is computed by dividing the NAVD 88
 GX1095.geopotential number by the normal gravity value computed on the
 GX1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1095.degrees latitude (g = 980.6199 gals.).
 GX1095
 GX1095.The modeled gravity was interpolated from observed gravity values.
 GX1095
 GX1095;                    North         East    Units  Estimated Accuracy
 GX1095;SPC WV S     -    84,270.      588,790.      MT  (+/- 180 meters Scaled)
 GX1095
 GX1095                          SUPERSEDED SURVEY CONTROL
 GX1095
 GX1095  NGVD 29 (??/??/92)  725.739  (m)         2381.03   (f) ADJ UNCH    2 0
 GX1095
 GX1095.Superseded values are not recommended for survey control.
 GX1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1095.See file dsdata.txt to determine how the superseded data were derived.
 GX1095
 GX1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB887791(NAD 83)
 GX1095_MARKER: DB = BENCH MARK DISK
 GX1095_SETTING: 66 = SET IN ROCK OUTCROP
 GX1095_SP_SET: ROCK CUT
 GX1095_STAMPING: C 87 1960
 GX1095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1095+STABILITY: POSITION/ELEVATION WELL
 GX1095
 GX1095  HISTORY     - Date     Condition        Report By
 GX1095  HISTORY     - 1960     MONUMENTED       CGS
 GX1095  HISTORY     - 1965     GOOD             NGS
 GX1095  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 GX1095
 GX1095                          STATION DESCRIPTION
 GX1095
 GX1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1095'1.5 MI NW FROM BEAVER.
 GX1095'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM SHADY SPRING
 GX1095'HIGH SCHOOL AT BEAVER, THENCE ABOUT 0.9 MILE NORTH-NORTHEAST
 GX1095'ALONG A BLACK TOP ROAD LEADING TO RALEIGH COUNTY MEMORIAL
 GX1095'AIRPORT, 0.9 MILE SOUTH-SOUTHWEST OF CLIFFTOP MISSIONARY BAPTIST
 GX1095'CHURCH, 0.45 MILE SOUTH-SOUTHWEST OF THE INTERSECTION OF OLD
 GX1095'GRANDVIEW ROAD LEADING EAST-WEST, 65 YARDS NORTH OF THE JUNCTION
 GX1095'OF A DRIVE CURVING SOUTHWEST AND UPHILL TO A HOUSE, 18 1/2 FEET
 GX1095'WEST-NORTHWEST OF THE CENTER LINE OF ROAD AND ON THE OUTSIDE OF
 GX1095'A CURVE, SET VERTICALLY IN THE SOUTHEAST FACE OF A SMOOTH ROUND
 GX1095'ROCK IN CUT, 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 GX1095'1 1/2 FEET ABOVE THE LEVEL OF ROAD.
 GX1095
 GX1095                          STATION RECOVERY (1965)
 GX1095
 GX1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX1095'RECOVERED IN GOOD CONDITION.
 GX1095
 GX1095                          STATION RECOVERY (1980)
 GX1095
 GX1095'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 GX1095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0313 ***********************************************************************
 JX0313  DESIGNATION -  C 9
 JX0313  PID         -  JX0313
 JX0313  STATE/COUNTY-  WV/LEWIS
 JX0313  USGS QUAD   -  CAMDEN (1976)
 JX0313
 JX0313                         *CURRENT SURVEY CONTROL
 JX0313  ___________________________________________________________________
 JX0313* NAD 83(1986)-  39 03 00.     (N)    080 36 47.     (W)     SCALED    
 JX0313* NAVD 88     -       278.864  (meters)     914.91   (feet)  ADJUSTED  
 JX0313  ___________________________________________________________________
 JX0313  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JX0313  DYNAMIC HT  -         278.683 (meters)     914.31  (feet)  COMP
 JX0313  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 JX0313
 JX0313  VERT ORDER  -  SECOND    CLASS 0
 JX0313
 JX0313.The horizontal coordinates were scaled from a topographic map and have
 JX0313.an estimated accuracy of +/- 6 seconds.
 JX0313
 JX0313.The orthometric height was determined by differential leveling
 JX0313.and adjusted by the National Geodetic Survey in June 1991..
 JX0313
 JX0313.The geoid height was determined by GEOID03.
 JX0313
 JX0313.The dynamic height is computed by dividing the NAVD 88
 JX0313.geopotential number by the normal gravity value computed on the
 JX0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0313.degrees latitude (g = 980.6199 gals.).
 JX0313
 JX0313.The modeled gravity was interpolated from observed gravity values.
 JX0313
 JX0313;                    North         East    Units  Estimated Accuracy
 JX0313;SPC WV S     -   227,610.      633,500.      MT  (+/- 180 meters Scaled)
 JX0313
 JX0313                          SUPERSEDED SURVEY CONTROL
 JX0313
 JX0313  NGVD 29 (??/??/92)  279.026  (m)          915.44   (f) ADJ UNCH    2 0
 JX0313
 JX0313.Superseded values are not recommended for survey control.
 JX0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0313.See file dsdata.txt to determine how the superseded data were derived.
 JX0313
 JX0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND334223(NAD 83)
 JX0313_MARKER: DB = BENCH MARK DISK
 JX0313_SETTING: 66 = SET IN ROCK OUTCROP
 JX0313_SP_SET: BOULDER
 JX0313_STAMPING: C 9 1933
 JX0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0313+STABILITY: POSITION/ELEVATION WELL
 JX0313
 JX0313  HISTORY     - Date     Condition        Report By
 JX0313  HISTORY     - 1933     MONUMENTED       CGS
 JX0313
 JX0313                          STATION DESCRIPTION
 JX0313
 JX0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0313'3 MI SW FROM CAMDEN.
 JX0313'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 33 FROM CAMDEN, LEWIS
 JX0313'COUNTY, 200 YARDS WEST OF A CONCRETE CULVERT, IN A SMALL APPLE
 JX0313'ORCHARD, 11 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, IN
 JX0313'THE TOP OF A LARGE FLAT BOULDER, AND 3 FEET LOWER THAN THE
 JX0313'HIGHWAY.  A STANDARD DISK, STAMPED C 9 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1070 ***********************************************************************
 JX1070  DESIGNATION -  C 91
 JX1070  PID         -  JX1070
 JX1070  STATE/COUNTY-  WV/WOOD
 JX1070  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1070
 JX1070                         *CURRENT SURVEY CONTROL
 JX1070  ___________________________________________________________________
 JX1070* NAD 83(1986)-  39 09 31.     (N)    081 30 02.     (W)     SCALED    
 JX1070* NAVD 88     -       191.999  (meters)     629.92   (feet)  ADJUSTED  
 JX1070  ___________________________________________________________________
 JX1070  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JX1070  DYNAMIC HT  -         191.878 (meters)     629.52  (feet)  COMP
 JX1070  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 JX1070
 JX1070  VERT ORDER  -  SECOND    CLASS 0
 JX1070
 JX1070.The horizontal coordinates were scaled from a topographic map and have
 JX1070.an estimated accuracy of +/- 6 seconds.
 JX1070
 JX1070.The orthometric height was determined by differential leveling
 JX1070.and adjusted by the National Geodetic Survey in June 1991..
 JX1070
 JX1070.The geoid height was determined by GEOID03.
 JX1070
 JX1070.The dynamic height is computed by dividing the NAVD 88
 JX1070.geopotential number by the normal gravity value computed on the
 JX1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1070.degrees latitude (g = 980.6199 gals.).
 JX1070
 JX1070.The modeled gravity was interpolated from observed gravity values.
 JX1070
 JX1070;                    North         East    Units  Estimated Accuracy
 JX1070;SPC WV N     -    75,040.      427,110.      MT  (+/- 180 meters Scaled)
 JX1070
 JX1070                          SUPERSEDED SURVEY CONTROL
 JX1070
 JX1070  NGVD 29 (??/??/92)  192.186  (m)          630.53   (f) ADJ UNCH    2 0
 JX1070
 JX1070.Superseded values are not recommended for survey control.
 JX1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1070.See file dsdata.txt to determine how the superseded data were derived.
 JX1070
 JX1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD567344(NAD 83)
 JX1070_MARKER: DB = BENCH MARK DISK
 JX1070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1070_SP_SET: BRIDGE
 JX1070_STAMPING: C 91 1956
 JX1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1070
 JX1070  HISTORY     - Date     Condition        Report By
 JX1070  HISTORY     - 1956     MONUMENTED       CGS
 JX1070
 JX1070                          STATION DESCRIPTION
 JX1070
 JX1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1070'AT CHESTERVILLE.
 JX1070'AT CHESTERVILLE, ABOUT 61 YARDS NORTHEAST ALONG A GRAVEL ROAD
 JX1070'LEADING TO STATE HIGHWAY 14 FROM THE JUNCTION OF
 JX1070'NORTHWEST-SOUTHEAST GRAVEL ROAD, ABOUT 38 YARDS NORTH OF VALLEY
 JX1070'CHAPEL CHURCH, IN THE TOP OF THE NORTH END OF THE SOUTH WING
 JX1070'WALL OF THE SOUTHWEST ABUTMENT OF A 45-FOOT CONCRETE BRIDGE OVER
 JX1070'LITTLE TYGART CREEK, 9 FEET SOUTHEAST OF CENTER LINE OF GRAVEL
 JX1070'ROAD, 0.2 FOOT SOUTHEAST OF CONCRETE BANISTER AND 0.3 FOOT ABOVE
 JX1070'BRIDGE FLOOR.  BRIDGE-- MARK IS REACHED FROM SLATE, WOOD COUNTY,
 JX1070'BY GOING ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM
 JX1070'THE BRIDGE OVER SLATE CREEK, THENCE ABOUT 1.05 MILES SOUTHWEST
 JX1070'ALONG A GRAVEL ROAD TO CHESTERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1217 ***********************************************************************
 JX1217  DESIGNATION -  C 92
 JX1217  PID         -  JX1217
 JX1217  STATE/COUNTY-  WV/WIRT
 JX1217  USGS QUAD   -  ROCKPORT (1975)
 JX1217
 JX1217                         *CURRENT SURVEY CONTROL
 JX1217  ___________________________________________________________________
 JX1217* NAD 83(1986)-  39 02 37.     (N)    081 33 14.     (W)     SCALED    
 JX1217* NAVD 88     -       319.895  (meters)    1049.52   (feet)  ADJUSTED  
 JX1217  ___________________________________________________________________
 JX1217  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JX1217  DYNAMIC HT  -         319.692 (meters)    1048.86  (feet)  COMP
 JX1217  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 JX1217
 JX1217  VERT ORDER  -  SECOND    CLASS 0
 JX1217
 JX1217.The horizontal coordinates were scaled from a topographic map and have
 JX1217.an estimated accuracy of +/- 6 seconds.
 JX1217
 JX1217.The orthometric height was determined by differential leveling
 JX1217.and adjusted by the National Geodetic Survey in June 1991..
 JX1217
 JX1217.The geoid height was determined by GEOID03.
 JX1217
 JX1217.The dynamic height is computed by dividing the NAVD 88
 JX1217.geopotential number by the normal gravity value computed on the
 JX1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1217.degrees latitude (g = 980.6199 gals.).
 JX1217
 JX1217.The modeled gravity was interpolated from observed gravity values.
 JX1217
 JX1217;                    North         East    Units  Estimated Accuracy
 JX1217;SPC WV N     -    62,380.      422,210.      MT  (+/- 180 meters Scaled)
 JX1217
 JX1217                          SUPERSEDED SURVEY CONTROL
 JX1217
 JX1217  NGVD 29 (??/??/92)  320.075  (m)         1050.11   (f) ADJ UNCH    2 0
 JX1217
 JX1217.Superseded values are not recommended for survey control.
 JX1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1217.See file dsdata.txt to determine how the superseded data were derived.
 JX1217
 JX1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD520217(NAD 83)
 JX1217_MARKER: DB = BENCH MARK DISK
 JX1217_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JX1217_SP_SET: UNSPECIFIED ROCK
 JX1217_STAMPING: C 92 1956
 JX1217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1217
 JX1217  HISTORY     - Date     Condition        Report By
 JX1217  HISTORY     - 1956     MONUMENTED       CGS
 JX1217
 JX1217                          STATION DESCRIPTION
 JX1217
 JX1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1217'2.6 MI S FROM ROCKPORT.
 JX1217'2.55 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1217'ROCKPORT, AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTHEAST
 JX1217'TO WINDY, 22 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 134
 JX1217'FEET SOUTHWEST OF CENTER OF JUNCTION OF ROAD TO WINDY, 106
 JX1217'FEET NORTHEAST OF NORTHEAST END OF THE SOUTHEAST CONCRETE
 JX1217'HEAD WALL OF A 15-INCH PIPE CULVERT UNDER HIGHWAY, SET VERTICALLY
 JX1217'IN THE 9-FOOT HIGH WEST FACE OF A SOLID ROCK IN A HIGHWAY
 JX1217'CUT AND 1 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2479 ***********************************************************************
 HX2479  DESIGNATION -  C 93
 HX2479  PID         -  HX2479
 HX2479  STATE/COUNTY-  WV/JACKSON
 HX2479  USGS QUAD   -  GAY (1987)
 HX2479
 HX2479                         *CURRENT SURVEY CONTROL
 HX2479  ___________________________________________________________________
 HX2479* NAD 83(1986)-  38 52 07.     (N)    081 32 30.     (W)     SCALED    
 HX2479* NAVD 88     -       284.590  (meters)     933.69   (feet)  ADJUSTED  
 HX2479  ___________________________________________________________________
 HX2479  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HX2479  DYNAMIC HT  -         284.405 (meters)     933.09  (feet)  COMP
 HX2479  MODELED GRAV-     979,972.2   (mgal)                       NAVD 88
 HX2479
 HX2479  VERT ORDER  -  SECOND    CLASS 0
 HX2479
 HX2479.The horizontal coordinates were scaled from a topographic map and have
 HX2479.an estimated accuracy of +/- 6 seconds.
 HX2479
 HX2479.The orthometric height was determined by differential leveling
 HX2479.and adjusted by the National Geodetic Survey in June 1991..
 HX2479
 HX2479.The geoid height was determined by GEOID03.
 HX2479
 HX2479.The dynamic height is computed by dividing the NAVD 88
 HX2479.geopotential number by the normal gravity value computed on the
 HX2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2479.degrees latitude (g = 980.6199 gals.).
 HX2479
 HX2479.The modeled gravity was interpolated from observed gravity values.
 HX2479
 HX2479;                    North         East    Units  Estimated Accuracy
 HX2479;SPC WV S     -   207,540.      552,990.      MT  (+/- 180 meters Scaled)
 HX2479
 HX2479                          SUPERSEDED SURVEY CONTROL
 HX2479
 HX2479  NGVD 29 (??/??/92)  284.753  (m)          934.23   (f) ADJ UNCH    2 0
 HX2479
 HX2479.Superseded values are not recommended for survey control.
 HX2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2479.See file dsdata.txt to determine how the superseded data were derived.
 HX2479
 HX2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD530023(NAD 83)
 HX2479_MARKER: DB = BENCH MARK DISK
 HX2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2479_STAMPING: C 93 1956
 HX2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2479+STABILITY: SURFACE MOTION
 HX2479
 HX2479  HISTORY     - Date     Condition        Report By
 HX2479  HISTORY     - 1956     MONUMENTED       CGS
 HX2479
 HX2479                          STATION DESCRIPTION
 HX2479
 HX2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2479'2.4 MI S FROM LIVERPOOL.
 HX2479'ABOUT 0.4 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE CROSSING
 HX2479'OF THE BALTIMORE AND OHIO RAILROAD AT LIVERPOOL, THENCE ABOUT
 HX2479'2.0 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD FOLLOWING
 HX2479'HARTLEY RUN, ABOUT 0.1 MILE SOUTH OF THE TOP OF A GRADE AND
 HX2479'JUNCTION OF A ROAD LEADING WEST AND UPHILL, ABOUT 0.4 MILE NORTH
 HX2479'OF A CURVE IN GRAVEL ROAD AND JUNCTION OF DIRT ROADS LEADING SOUTH
 HX2479'AND EAST, DIRECTLY EAST AND ACROSS ROAD FROM A LARGE UNPAINTED
 HX2479'BARN, ABOUT 51 YARDS SOUTH-SOUTHEAST AND ACROSS ROAD FROM A POWER
 HX2479'POLE WITH A TRANSFORMER AND A BRANCH LINE TO AN OLD BUILDING
 HX2479'(SCHOOL), 24 1/2 FEET EAST OF CENTER LINE OF ROAD, 49 FEET
 HX2479'NORTH-NORTHEAST OF EAST END OF A 15-INCH PIPE CULVERT UNDER ROAD,
 HX2479'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 HX2479'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HX2479'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1759 ***********************************************************************
 HX1759  DESIGNATION -  C 94
 HX1759  PID         -  HX1759
 HX1759  STATE/COUNTY-  WV/ROANE
 HX1759  USGS QUAD   -  WALTON (1976)
 HX1759
 HX1759                         *CURRENT SURVEY CONTROL
 HX1759  ___________________________________________________________________
 HX1759* NAD 83(1986)-  38 42 06.     (N)    081 28 59.     (W)     SCALED    
 HX1759* NAVD 88     -       223.932  (meters)     734.68   (feet)  ADJUSTED  
 HX1759  ___________________________________________________________________
 HX1759  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HX1759  DYNAMIC HT  -         223.782 (meters)     734.19  (feet)  COMP
 HX1759  MODELED GRAV-     979,953.1   (mgal)                       NAVD 88
 HX1759
 HX1759  VERT ORDER  -  SECOND    CLASS 0
 HX1759
 HX1759.The horizontal coordinates were scaled from a topographic map and have
 HX1759.an estimated accuracy of +/- 6 seconds.
 HX1759
 HX1759.The orthometric height was determined by differential leveling
 HX1759.and adjusted by the National Geodetic Survey in June 1991..
 HX1759
 HX1759.The geoid height was determined by GEOID03.
 HX1759
 HX1759.The dynamic height is computed by dividing the NAVD 88
 HX1759.geopotential number by the normal gravity value computed on the
 HX1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1759.degrees latitude (g = 980.6199 gals.).
 HX1759
 HX1759.The modeled gravity was interpolated from observed gravity values.
 HX1759
 HX1759;                    North         East    Units  Estimated Accuracy
 HX1759;SPC WV S     -   188,980.      557,980.      MT  (+/- 180 meters Scaled)
 HX1759
 HX1759                          SUPERSEDED SURVEY CONTROL
 HX1759
 HX1759  NGVD 29 (??/??/92)  224.104  (m)          735.25   (f) ADJ UNCH    2 0
 HX1759
 HX1759.Superseded values are not recommended for survey control.
 HX1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1759.See file dsdata.txt to determine how the superseded data were derived.
 HX1759
 HX1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC579837(NAD 83)
 HX1759_MARKER: DB = BENCH MARK DISK
 HX1759_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1759_SP_SET: BRIDGE
 HX1759_STAMPING: C 94 1956
 HX1759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1759
 HX1759  HISTORY     - Date     Condition        Report By
 HX1759  HISTORY     - 1956     MONUMENTED       CGS
 HX1759
 HX1759                          STATION DESCRIPTION
 HX1759
 HX1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1759'1.4 MI N FROM HARMONY.
 HX1759'ABOUT 1.4 MILES NORTH ALONG A ROAD FOLLOWING COX FORK FROM
 HX1759'CONCRETE BRIDGE OVER COX FORK AT HARMONY, AT THE NORTH END OF
 HX1759'BLACK TOP ROAD, ABOUT 0.1 MILE NORTH OF JUNCTION OF A ROAD
 HX1759'NORTHWEST INTO WOLFCAMP RUN, 13 FEET EAST OF CENTER LINE OF ROAD,
 HX1759'IN THE TOP OF NORTH END OF EAST CONCRETE HEAD WALL OF A 9-FOOT
 HX1759'CONCRETE AND STONE BRIDGE OVER A CREEK BRANCH AND ABOUT 1/2 FOOT
 HX1759'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1809 ***********************************************************************
 HX1809  DESIGNATION -  C 95
 HX1809  PID         -  HX1809
 HX1809  STATE/COUNTY-  WV/ROANE
 HX1809  USGS QUAD   -  KETTLE (1975)
 HX1809
 HX1809                         *CURRENT SURVEY CONTROL
 HX1809  ___________________________________________________________________
 HX1809* NAD 83(1986)-  38 34 43.     (N)    081 29 33.     (W)     SCALED    
 HX1809* NAVD 88     -       211.596  (meters)     694.21   (feet)  ADJUSTED  
 HX1809  ___________________________________________________________________
 HX1809  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HX1809  DYNAMIC HT  -         211.451 (meters)     693.74  (feet)  COMP
 HX1809  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 HX1809
 HX1809  VERT ORDER  -  SECOND    CLASS 0
 HX1809
 HX1809.The horizontal coordinates were scaled from a topographic map and have
 HX1809.an estimated accuracy of +/- 6 seconds.
 HX1809
 HX1809.The orthometric height was determined by differential leveling
 HX1809.and adjusted by the National Geodetic Survey in June 1991..
 HX1809
 HX1809.The geoid height was determined by GEOID03.
 HX1809
 HX1809.The dynamic height is computed by dividing the NAVD 88
 HX1809.geopotential number by the normal gravity value computed on the
 HX1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1809.degrees latitude (g = 980.6199 gals.).
 HX1809
 HX1809.The modeled gravity was interpolated from observed gravity values.
 HX1809
 HX1809;                    North         East    Units  Estimated Accuracy
 HX1809;SPC WV S     -   175,330.      557,090.      MT  (+/- 180 meters Scaled)
 HX1809
 HX1809                          SUPERSEDED SURVEY CONTROL
 HX1809
 HX1809  NGVD 29 (??/??/92)  211.771  (m)          694.79   (f) ADJ UNCH    2 0
 HX1809
 HX1809.Superseded values are not recommended for survey control.
 HX1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1809.See file dsdata.txt to determine how the superseded data were derived.
 HX1809
 HX1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC571701(NAD 83)
 HX1809_MARKER: DB = BENCH MARK DISK
 HX1809_SETTING: 80 = SET IN A BOULDER
 HX1809_SP_SET: BOULDER
 HX1809_STAMPING: C 95 1956
 HX1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1809+STABILITY: SURFACE MOTION
 HX1809
 HX1809  HISTORY     - Date     Condition        Report By
 HX1809  HISTORY     - 1956     MONUMENTED       CGS
 HX1809
 HX1809                          STATION DESCRIPTION
 HX1809
 HX1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1809'0.4 MI NW FROM KETTLE.
 HX1809'0.4 MILE NORTHWEST ALONG A DIRT ROAD FOLLOWING GREEN CREEK FROM
 HX1809'THE POST OFFICE AND STORE AT KETTLE, ABOUT 116 YARDS NORTHWEST OF
 HX1809'BOTTOM OF GRADE AND CROSSING OF A SMALL CREEK BRANCH, ABOUT 50
 HX1809'YARDS EAST OF THE TOP OF A GRADE, 24 FEET SOUTH OF CENTER LINE OF
 HX1809'ROAD, IN THE TOP OF THE HIGHEST POINT OF A 1 1/2-FOOT HIGH
 HX1809'7 BY 5-FOOT EXPOSED PART OF AN EMBEDDED BOULDER, ABOUT LEVEL
 HX1809'WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1954 ***********************************************************************
 HX1954  DESIGNATION -  C 96
 HX1954  PID         -  HX1954
 HX1954  STATE/COUNTY-  WV/KANAWHA
 HX1954  USGS QUAD   -  BLUE CREEK (1995)
 HX1954
 HX1954                         *CURRENT SURVEY CONTROL
 HX1954  ___________________________________________________________________
 HX1954* NAD 83(1986)-  38 28 02.     (N)    081 24 06.     (W)     SCALED    
 HX1954* NAVD 88     -       189.099  (meters)     620.40   (feet)  ADJUSTED  
 HX1954  ___________________________________________________________________
 HX1954  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HX1954  DYNAMIC HT  -         188.968 (meters)     619.97  (feet)  COMP
 HX1954  MODELED GRAV-     979,934.0   (mgal)                       NAVD 88
 HX1954
 HX1954  VERT ORDER  -  SECOND    CLASS 0
 HX1954
 HX1954.The horizontal coordinates were scaled from a topographic map and have
 HX1954.an estimated accuracy of +/- 6 seconds.
 HX1954
 HX1954.The orthometric height was determined by differential leveling
 HX1954.and adjusted by the National Geodetic Survey in June 1991..
 HX1954
 HX1954.The geoid height was determined by GEOID03.
 HX1954
 HX1954.The dynamic height is computed by dividing the NAVD 88
 HX1954.geopotential number by the normal gravity value computed on the
 HX1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1954.degrees latitude (g = 980.6199 gals.).
 HX1954
 HX1954.The modeled gravity was interpolated from observed gravity values.
 HX1954
 HX1954;                    North         East    Units  Estimated Accuracy
 HX1954;SPC WV S     -   162,920.      564,950.      MT  (+/- 180 meters Scaled)
 HX1954
 HX1954                          SUPERSEDED SURVEY CONTROL
 HX1954
 HX1954  NGVD 29 (??/??/92)  189.280  (m)          621.00   (f) ADJ UNCH    2 0
 HX1954
 HX1954.Superseded values are not recommended for survey control.
 HX1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1954.See file dsdata.txt to determine how the superseded data were derived.
 HX1954
 HX1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC649577(NAD 83)
 HX1954_MARKER: DB = BENCH MARK DISK
 HX1954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1954_SP_SET: BANISTER
 HX1954_STAMPING: C 96 1956
 HX1954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1954
 HX1954  HISTORY     - Date     Condition        Report By
 HX1954  HISTORY     - 1956     MONUMENTED       CGS
 HX1954
 HX1954                          STATION DESCRIPTION
 HX1954
 HX1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1954'AT FALLING ROCK.
 HX1954'AT FALLING ROCK, NORTHWEST AND ACROSS ELK RIVER FROM ELK REFINING
 HX1954'COMPANY, ABOUT 110 YARDS SOUTHEAST OF U.S. HIGHWAY 119, ABOUT 37
 HX1954'YARDS SOUTHWEST OF SOUTHWEST FENCE SURROUNDING SCHOOL YARD, AT A
 HX1954'SWINGING FOOT BRIDGE ACROSS ELK RIVER, IN THE TOP AND 2.7 FEET
 HX1954'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST BANISTER OF
 HX1954'CONCRETE ABUTMENT OF SWINGING BRIDGE AND ABOUT 2 FEET ABOVE LEVEL
 HX1954'OF FOOT BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2569 ***********************************************************************
 HX2569  DESIGNATION -  C 97
 HX2569  PID         -  HX2569
 HX2569  STATE/COUNTY-  WV/KANAWHA
 HX2569  USGS QUAD   -  SISSONVILLE (1958)
 HX2569
 HX2569                         *CURRENT SURVEY CONTROL
 HX2569  ___________________________________________________________________
 HX2569* NAD 83(1986)-  38 31 43.     (N)    081 37 50.     (W)     SCALED    
 HX2569* NAVD 88     -       191.771  (meters)     629.17   (feet)  ADJUSTED  
 HX2569  ___________________________________________________________________
 HX2569  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HX2569  DYNAMIC HT  -         191.640 (meters)     628.74  (feet)  COMP
 HX2569  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 HX2569
 HX2569  VERT ORDER  -  SECOND    CLASS 0
 HX2569
 HX2569.The horizontal coordinates were scaled from a topographic map and have
 HX2569.an estimated accuracy of +/- 6 seconds.
 HX2569
 HX2569.The orthometric height was determined by differential leveling
 HX2569.and adjusted by the National Geodetic Survey in June 1991..
 HX2569
 HX2569.The geoid height was determined by GEOID03.
 HX2569
 HX2569.The dynamic height is computed by dividing the NAVD 88
 HX2569.geopotential number by the normal gravity value computed on the
 HX2569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2569.degrees latitude (g = 980.6199 gals.).
 HX2569
 HX2569.The modeled gravity was interpolated from observed gravity values.
 HX2569
 HX2569;                    North         East    Units  Estimated Accuracy
 HX2569;SPC WV S     -   169,850.      545,020.      MT  (+/- 180 meters Scaled)
 HX2569
 HX2569                          SUPERSEDED SURVEY CONTROL
 HX2569
 HX2569  NGVD 29 (??/??/92)  191.956  (m)          629.78   (f) ADJ UNCH    2 0
 HX2569
 HX2569.Superseded values are not recommended for survey control.
 HX2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2569.See file dsdata.txt to determine how the superseded data were derived.
 HX2569
 HX2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC450646(NAD 83)
 HX2569_MARKER: DB = BENCH MARK DISK
 HX2569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2569_SP_SET: BUILDING
 HX2569_STAMPING: C 97 1956
 HX2569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2569
 HX2569  HISTORY     - Date     Condition        Report By
 HX2569  HISTORY     - 1956     MONUMENTED       CGS
 HX2569
 HX2569                          STATION DESCRIPTION
 HX2569
 HX2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2569'AT SISSONVILLE.
 HX2569'AT SISSONVILLE, ALONG U.S. HIGHWAY 21, AT THE HIGH SCHOOL, SET
 HX2569'VERTICALLY IN THE NORTH FACE OF TAN BRICK GYMNASIUM BUILDING, 74
 HX2569'FEET EAST OF CENTER LINE OF HIGHWAY, 12.7 FEET EAST OF NORTHWEST
 HX2569'CORNER OF BUILDING AND 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2269 ***********************************************************************
 HX2269  DESIGNATION -  C 98
 HX2269  PID         -  HX2269
 HX2269  STATE/COUNTY-  WV/PUTNAM
 HX2269  USGS QUAD   -  BANCROFT (1975)
 HX2269
 HX2269                         *CURRENT SURVEY CONTROL
 HX2269  ___________________________________________________________________
 HX2269* NAD 83(1986)-  38 30 37.     (N)    081 50 26.     (W)     SCALED    
 HX2269* NAVD 88     -       178.752  (meters)     586.46   (feet)  ADJUSTED  
 HX2269  ___________________________________________________________________
 HX2269  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HX2269  DYNAMIC HT  -         178.629 (meters)     586.05  (feet)  COMP
 HX2269  MODELED GRAV-     979,939.0   (mgal)                       NAVD 88
 HX2269
 HX2269  VERT ORDER  -  SECOND    CLASS 0
 HX2269
 HX2269.The horizontal coordinates were scaled from a topographic map and have
 HX2269.an estimated accuracy of +/- 6 seconds.
 HX2269
 HX2269.The orthometric height was determined by differential leveling
 HX2269.and adjusted by the National Geodetic Survey in June 1991..
 HX2269
 HX2269.The geoid height was determined by GEOID03.
 HX2269
 HX2269.The dynamic height is computed by dividing the NAVD 88
 HX2269.geopotential number by the normal gravity value computed on the
 HX2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2269.degrees latitude (g = 980.6199 gals.).
 HX2269
 HX2269.The modeled gravity was interpolated from observed gravity values.
 HX2269
 HX2269;                    North         East    Units  Estimated Accuracy
 HX2269;SPC WV S     -   167,960.      526,690.      MT  (+/- 180 meters Scaled)
 HX2269
 HX2269                          SUPERSEDED SURVEY CONTROL
 HX2269
 HX2269  NGVD 29 (??/??/92)  178.950  (m)          587.11   (f) ADJ UNCH    2 0
 HX2269
 HX2269.Superseded values are not recommended for survey control.
 HX2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2269.See file dsdata.txt to determine how the superseded data were derived.
 HX2269
 HX2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC267627(NAD 83)
 HX2269_MARKER: DB = BENCH MARK DISK
 HX2269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2269_SP_SET: CULVERT
 HX2269_STAMPING: C 98 1956
 HX2269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2269
 HX2269  HISTORY     - Date     Condition        Report By
 HX2269  HISTORY     - 1956     MONUMENTED       CGS
 HX2269
 HX2269                          STATION DESCRIPTION
 HX2269
 HX2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2269'AT BANCROFT.
 HX2269'AT BANCROFT, ABOUT 96 YARDS NORTHWEST ALONG THE NEW YORK CENTRAL
 HX2269'RAILROAD FROM ROAD CROSSING, ABOUT 100 YARDS NORTHWEST OF THE
 HX2269'POST OFFICE, SOUTH AND DIAGONALLY ACROSS U.S. HIGHWAY 35 FROM
 HX2269'THE TOWN HALL, 12 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 15 FEET
 HX2269'SOUTHWEST OF SOUTHWEST CURB OF HIGHWAY 35, IN THE TOP OF THE
 HX2269'SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 30-INCH PIPE
 HX2269'CULVERT UNDER A FILL BETWEEN TRACK AND HIGHWAY, AND ABOUT
 HX2269'1 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2526 ***********************************************************************
 HX2526  DESIGNATION -  C 99
 HX2526  PID         -  HX2526
 HX2526  STATE/COUNTY-  WV/JACKSON
 HX2526  USGS QUAD   -  KENNA (1975)
 HX2526
 HX2526                         *CURRENT SURVEY CONTROL
 HX2526  ___________________________________________________________________
 HX2526* NAD 83(1986)-  38 39 40.     (N)    081 37 42.     (W)     SCALED    
 HX2526* NAVD 88     -       318.986  (meters)    1046.54   (feet)  ADJUSTED  
 HX2526  ___________________________________________________________________
 HX2526  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HX2526  DYNAMIC HT  -         318.773 (meters)    1045.84  (feet)  COMP
 HX2526  MODELED GRAV-     979,952.0   (mgal)                       NAVD 88
 HX2526
 HX2526  VERT ORDER  -  SECOND    CLASS 0
 HX2526
 HX2526.The horizontal coordinates were scaled from a topographic map and have
 HX2526.an estimated accuracy of +/- 6 seconds.
 HX2526
 HX2526.The orthometric height was determined by differential leveling
 HX2526.and adjusted by the National Geodetic Survey in June 1991..
 HX2526
 HX2526.The geoid height was determined by GEOID03.
 HX2526
 HX2526.The dynamic height is computed by dividing the NAVD 88
 HX2526.geopotential number by the normal gravity value computed on the
 HX2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2526.degrees latitude (g = 980.6199 gals.).
 HX2526
 HX2526.The modeled gravity was interpolated from observed gravity values.
 HX2526
 HX2526;                    North         East    Units  Estimated Accuracy
 HX2526;SPC WV S     -   184,550.      545,310.      MT  (+/- 180 meters Scaled)
 HX2526
 HX2526                          SUPERSEDED SURVEY CONTROL
 HX2526
 HX2526  NGVD 29 (??/??/92)  319.164  (m)         1047.12   (f) ADJ UNCH    2 0
 HX2526
 HX2526.Superseded values are not recommended for survey control.
 HX2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2526.See file dsdata.txt to determine how the superseded data were derived.
 HX2526
 HX2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC453793(NAD 83)
 HX2526_MARKER: DB = BENCH MARK DISK
 HX2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2526_STAMPING: C 99 1956
 HX2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2526+STABILITY: SURFACE MOTION
 HX2526
 HX2526  HISTORY     - Date     Condition        Report By
 HX2526  HISTORY     - 1956     MONUMENTED       CGS
 HX2526
 HX2526                          STATION DESCRIPTION
 HX2526
 HX2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2526'2.6 MI SE FROM KENNA.
 HX2526'ABOUT 2.65 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO KENTUCK
 HX2526'FROM THE JUNCTION OF U.S. HIGHWAY 21 AT KENNA, AT THE Y JUNCTION
 HX2526'OF A ROAD SOUTH, 30 1/2 FEET SOUTHEAST OF CENTER LINE OF MAIN
 HX2526'ROAD, 11 1/2 FEET EAST OF CENTER LINE OF ROAD SOUTH, 1 1/2
 HX2526'FEET WEST OF A FENCE LINE, 49 FEET WEST-SOUTHWEST OF TELEPHONE
 HX2526'POLE NO. 226-55, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 HX2526'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 HX2526'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1286 ***********************************************************************
 JW1286  DESIGNATION -  CABIN
 JW1286  PID         -  JW1286
 JW1286  STATE/COUNTY-  WV/TUCKER
 JW1286  USGS QUAD   -  BLACKWATER FALLS (1995)
 JW1286
 JW1286                         *CURRENT SURVEY CONTROL
 JW1286  ___________________________________________________________________
 JW1286* NAD 83(1995)-  39 01 20.26719(N)    079 24 12.75452(W)     ADJUSTED  
 JW1286* NAVD 88     -      1303.9    (meters)    4278.     (feet)  VERTCON   
 JW1286  ___________________________________________________________________
 JW1286  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 JW1286  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 JW1286
 JW1286  HORZ ORDER  -  FIRST
 JW1286
 JW1286.The horizontal coordinates were established by classical geodetic methods
 JW1286.and adjusted by the National Geodetic Survey in April 1998..
 JW1286
 JW1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1286
 JW1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1286
 JW1286.The geoid height was determined by GEOID03.
 JW1286
 JW1286;                    North         East     Units Scale Factor Converg.
 JW1286;SPC WV N     -    57,988.410   608,353.071   MT  0.99999586   +0 03 41.5
 JW1286;SPC WV S     -   225,654.886   738,249.587   MT  1.00003257   +0 59 12.9
 JW1286;UTM  17      - 4,320,463.278   638,200.367   MT  0.99983518   +1 00 19.2
 JW1286
 JW1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1286!SPC WV N     -   0.99980029  x   0.99999586  =   0.99979615
 JW1286!SPC WV S     -   0.99980029  x   1.00003257  =   0.99983285
 JW1286!UTM  17      -   0.99980029  x   0.99983518  =   0.99963550
 JW1286
 JW1286:                Primary Azimuth Mark                     Grid Az
 JW1286:SPC WV N     -  BELL KNOB LOOKOUT TOWER                  109 27 16.1
 JW1286:SPC WV S     -  BELL KNOB LOOKOUT TOWER                  108 31 44.7
 JW1286:UTM  17      -  BELL KNOB LOOKOUT TOWER                  108 30 38.4
 JW1286
 JW1286|---------------------------------------------------------------------|
 JW1286| PID    Reference Object                     Distance      Geod. Az  |
 JW1286|                                                           dddmmss.s |
 JW1286| JW1524 BELL KNOB LOOKOUT TOWER             APPROX. 7.4 KM 1093057.6 |
 JW1286| CX3350 CABIN RM 1                           16.042 METERS 13352     |
 JW1286| CX3351 CABIN RM 2                           12.700 METERS 21411     |
 JW1286| CX3349 CABIN AZ MK                                        2713641.7 |
 JW1286| JW1284 CANAAN LOOKOUT TOWER                APPROX. 8.7 KM 3380026.6 |
 JW1286|---------------------------------------------------------------------|
 JW1286
 JW1286                          SUPERSEDED SURVEY CONTROL
 JW1286
 JW1286  NAD 83(1995)-  39 01 20.27598(N)    079 24 12.76522(W) AD(       ) 1
 JW1286  NAD 83(1986)-  39 01 20.27667(N)    079 24 12.76600(W) AD(       ) 1
 JW1286  NAD 27      -  39 01 19.88070(N)    079 24 13.59180(W) AD(       ) 1
 JW1286  NGVD 29 (07/19/86) 1304.0    (m)         4278.     (f) VERT ANG       
 JW1286
 JW1286.Superseded values are not recommended for survey control.
 JW1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1286.See file dsdata.txt to determine how the superseded data were derived.
 JW1286
 JW1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD3820020463(NAD 83)
 JW1286_MARKER: DS = TRIANGULATION STATION DISK
 JW1286_SETTING: 80 = SET IN A BOULDER
 JW1286_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 JW1286
 JW1286  HISTORY     - Date     Condition        Report By
 JW1286  HISTORY     - 1941     MONUMENTED       CGS
 JW1286  HISTORY     - 1956     GOOD             CGS
 JW1286
 JW1286                          STATION DESCRIPTION
 JW1286
 JW1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1286'STATION IS LOCATED ABOUT 14 MILES SE OF THE TOWN OF DAVIS, 4-1/2
 JW1286'MILES E OF BUENA CHURCH.  IT
 JW1286'IS ON THE HIGHEST POINT OF A PROMINENT ROUND TOP KNOB
 JW1286'ON CABIN MOUNTAIN (THE MOST
 JW1286'SOUTHERLY OF TWO KNOBS) AND IN THE
 JW1286'MONONGAHELA NATIONAL FOREST.  IT IS SET FLUSH
 JW1286'IN THE FLAT TOP OF
 JW1286'A BOULDER 2 BY 2 FEET IN AREA AND PROJECTING 4 INCHES, ABOUT 100
 JW1286'YARDS E OF
 JW1286'THE W SLOPE OF THE HILL, AT ABOUT THE APPROXIMATE CENTER
 JW1286'FROM THE N AND S SLOPES AND
 JW1286'ABOUT 0.5 MILE S OF A FOREST SERVICE
 JW1286'ROAD.  IT IS STAMPED CABIN 1941.
 JW1286'
 JW1286'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JW1286'DISKS WEDGED IN
 JW1286'DRILL HOLES IN BOULDERS.
 JW1286'
 JW1286'REFERENCE MARK NO. 1 IS SET FLUSH IN THE TOP OF A BOULDER
 JW1286'SLOPING TO THE W
 JW1286'AND PROJECTING 6 INCHES.  IT IS STAMPED CABIN
 JW1286'NO. 1 1941.
 JW1286'
 JW1286'REFERENCE MARK NO. 2 IS SET FLUSH IN THE FLAT TOP OF A BOULDER
 JW1286'1/2 BY 1 FOOT AND
 JW1286'PROJECTING 6 INCHES.  IT IS STAMPED CABIN NO. 2 1941.
 JW1286'
 JW1286'THE AZIMUTH MARK IS ON THE S SIDE OF THE ROAD LEADING TO THE
 JW1286'STATION, 0.3 MILE
 JW1286'E OF BUENA CHURCH AND STATE HIGHWAY 32.  IT IS
 JW1286'SET FLUSH IN THE TOP AND AT THE E
 JW1286'END OF A 2- BY 4-FOOT BOULDER
 JW1286'PROJECTING 1 FOOT, 42 FEET S OF THE CENTER OF THE
 JW1286'ROAD, 28 FEET
 JW1286'S OF A FENCE LINE AND OPPOSITE A FARM DRIVEWAY.  IT IS STAMPED
 JW1286'CABIN 1941.
 JW1286'
 JW1286'TO REACH THE STATION FROM THE DAVIS POST OFFICE GO SOUTHERLY
 JW1286'ON STATE HIGHWAY
 JW1286'32 FOR 9.3 MILES TO A SIDE ROAD LEFT AT BUENA
 JW1286'CHURCH AND SIGN TOP CABIN MOUNTAIN
 JW1286'5 MILES, TURN LEFT AND GO
 JW1286'EASTERLY FOR 3.5 MILES TO A GAP BETWEEN TWO KNOBS AND
 JW1286'SIGN L COAL
 JW1286'TRAIL 2 MILES.  THIS IS THE END OF TRUCK TRAVEL.  FROM HERE GO
 JW1286'SOUTHERLY UP HILL
 JW1286'FOR ABOUT 0.5 MILE TO THE TOP OF THE RIDGE, THEN
 JW1286'TURN RIGHT AND GO WESTERLY ON RIDGE
 JW1286'ABOUT 0.2 MILE TO HIGHEST POINT AND STATION.
 JW1286
 JW1286                          STATION RECOVERY (1956)
 JW1286
 JW1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1286'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 JW1286'A COMPLETE DESCRIPTION FOLLOWS.
 JW1286'
 JW1286'STATION IS LOCATED, AIRLINE, ABOUT 8-1/2 MILES SOUTH SOUTHEAST OF
 JW1286'DAVIS, 2-1/4 MILES EAST OF BUENA
 JW1286'CHURCH AND STATE HIGHWAY 32 AND ON THE HIGHEST POINT OF THE MOST
 JW1286'SOUTHERLY ONE OF TWO KNOBS ON CABIN
 JW1286'MOUNTAIN.
 JW1286'
 JW1286'STATION IS REACHED AS FOLLOWS, FROM THE JUNCTION OF U.S. HIGHWAY 33
 JW1286'AND STATE HIGHWAY 32 IN
 JW1286'HARMAN, GO NORTH ON STATE HIGHWAY 32 FOR 9.6 MILES TO A ROAD ON THE
 JW1286'RIGHT AT THE BUENA CHURCH, TURN
 JW1286'RIGHT, EAST, AND GO 0.3 MILE TO A HOUSE ON THE LEFT AND THE
 JW1286'AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT
 JW1286'AHEAD FOR 1.6 MILES TO A GATE, PASS THROUGH
 JW1286'THE GATE AND GO 0.05 MILE TO A ROAD ON THE LEFT, CONTINUE
 JW1286'STRAIGHT AHEAD FOR 1.0 MILES TO A
 JW1286'GATE, PASS THROUGH THE GATE AND CONTINUE FOR 0.6 MILE TO A CABIN ON
 JW1286'THE RIGHT AND A SIGN CABIN MTN TRAIL
 JW1286'AND THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHERLY ALONG A
 JW1286'TRACK ROAD FOR ABOUT 0.2 MILE TO A
 JW1286'TRAIL ON THE RIGHT AT SOME BLAZED TREES, TURN RIGHT
 JW1286'AND FOLLOW A DIM TRAIL AND BLAZED TREES SOUTHWEST AND
 JW1286'WEST FOR ABOUT 0.6 MILE TO THE
 JW1286'HIGHEST POINT AND THE STATION.  TIME OF PACK IS APPROXIMATELY 40
 JW1286'MINUTES.
 JW1286'
 JW1286'STATION MARK, STAMPED CABIN 1941, IS A STANDARD DISK CEMENTED IN A
 JW1286'DRILL HOLE IN A BOULDER 8
 JW1286'BY 10 INCHES AND PROJECTING 5 INCHES.
 JW1286'
 JW1286'REFERENCE MARK NUMBER 1, STAMPED CABIN NO 1 1941, IS A STANDARD DISK
 JW1286'CEMENTED IN A DRILL HOLE IN A
 JW1286'BOULDER 12 BY 15 INCHES, PROJECTING 6 INCHES AND IS ABOUT 2 FEET
 JW1286'LOWER THAN THE STATION.  IT IS
 JW1286'MARKED BY A SMALL CAIRN.
 JW1286'
 JW1286'REFERENCE MARK NUMBER 2, STAMPED CABIN NO 2 1941, IS A STANDARD DISK
 JW1286'CEMENTED IN A DRILL HOLE IN A
 JW1286'BOULDER 8 BY 12 INCHES, PROJECTING 3 INCHES AND IS ABOUT 1 FOOT LOWER
 JW1286'THAN THE STATION.  IT IS MARKED BY A
 JW1286'U SHAPED CAIRN.
 JW1286'
 JW1286'AZIMUTH MARK, STAMPED CABIN 1941, IS A STANDARD DISK CEMENTED IN A
 JW1286'DRILL HOLE IN A BOULDER 2 BY
 JW1286'3 FEET AND PROJECTING 1 FOOT.  IT IS IN A PASTURE OPPOSITE A FARM
 JW1286'DRIVE WAY, 42.0 FEET SOUTH OF THE
 JW1286'CENTERLINE OF THE ROAD, 28.0 FEET SOUTH OF A WIRE FENCE AND ABOUT
 JW1286'100 YARDS EAST OF WHERE THE ROAD TOPS THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3142 ***********************************************************************
 GY3142  DESIGNATION -  CABIN HILL
 GY3142  PID         -  GY3142
 GY3142  STATE/COUNTY-  WV/LOGAN
 GY3142  USGS QUAD   -  HOLDEN (1989)
 GY3142
 GY3142                         *CURRENT SURVEY CONTROL
 GY3142  ___________________________________________________________________
 GY3142* NAD 83(1995)-  37 50 56.75648(N)    082 05 19.09890(W)     ADJUSTED  
 GY3142* NAVD 88     -       562.0    (meters)    1844.     (feet)  VERTCON   
 GY3142  ___________________________________________________________________
 GY3142  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 GY3142  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GY3142
 GY3142  HORZ ORDER  -  THIRD
 GY3142
 GY3142.The horizontal coordinates were established by classical geodetic methods
 GY3142.and adjusted by the National Geodetic Survey in April 1998..
 GY3142
 GY3142.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3142
 GY3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3142
 GY3142.The geoid height was determined by GEOID03.
 GY3142
 GY3142;                    North         East     Units Scale Factor Converg.
 GY3142;SPC WV S     -    94,802.524   504,194.288   MT  0.99994271   -0 40 22.8
 GY3142;UTM  17      - 4,189,630.792   404,223.482   MT  0.99971298   -0 40 04.9
 GY3142
 GY3142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3142!SPC WV S     -   0.99991683  x   0.99994271  =   0.99985955
 GY3142!UTM  17      -   0.99991683  x   0.99971298  =   0.99962984
 GY3142
 GY3142|---------------------------------------------------------------------|
 GY3142| PID    Reference Object                     Distance      Geod. Az  |
 GY3142|                                                           dddmmss.s |
 GY3142| DB8908 CABIN HILL RM 1                       3.240 METERS 06546     |
 GY3142| DB8909 CABIN HILL RM 2                       3.530 METERS 32053     |
 GY3142| GY3140 LOMI                                APPROX. 5.6 KM 3300148.4 |
 GY3142|---------------------------------------------------------------------|
 GY3142
 GY3142                          SUPERSEDED SURVEY CONTROL
 GY3142
 GY3142  NAD 83(1995)-  37 50 56.75782(N)    082 05 19.09934(W) AD(       ) 3
 GY3142  NAD 83(1986)-  37 50 56.76397(N)    082 05 19.10448(W) AD(       ) 3
 GY3142  NAD 27      -  37 50 56.39840(N)    082 05 19.63250(W) AD(       ) 3
 GY3142  NGVD 29 (07/19/86)  562.2    (m)         1844.     (f) VERT ANG       
 GY3142
 GY3142.Superseded values are not recommended for survey control.
 GY3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3142.See file dsdata.txt to determine how the superseded data were derived.
 GY3142
 GY3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB0422389631(NAD 83)
 GY3142_MARKER: DS = TRIANGULATION STATION DISK
 GY3142_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3142_SP_SET: PREFABRICATED CONCRETE POST
 GY3142
 GY3142  HISTORY     - Date     Condition        Report By
 GY3142  HISTORY     - 1957     MONUMENTED       CGS
 GY3142
 GY3142                          STATION DESCRIPTION
 GY3142
 GY3142'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3142'THE STATION IS APPROXIMATELY 5-1/2 MILES WEST OF LOGAN, AND 3 MILES
 GY3142'NORTHWEST OF HOLDEN, AT THE HEAD OF CABIN CREEK ON A HILL LOCALLY
 GY3142'KNOWN AS CABIN HILL.
 GY3142'
 GY3142'TO REACH THE STATION FROM THE RAILROAD STATION IN HOLDEN, GO
 GY3142'NORTHERLY, CROSSING RAILROAD SPUR TRACK, UP MAIN HOLLOW ON PAVED
 GY3142'ROAD 2.0 MILES TO END OF PAVEMEMNT. CONTINUE NORTH ON GRAVEL ROAD 0.4
 GY3142'MILE TO CREEK FORD AND WOODEN BRIDGE. CROSS BRIDGE AND GO 0.3 MILE
 GY3142'TO T-INTERSECTION AT SMALL AIRPORT. TURN RIGHT, NORTHEASTERLY, 0.15
 GY3142'MILES TO FORK. TAKE RIGHT FORK 0.9 MILE TO SMALL CREEK CROSSING
 GY3142'AND OLD TIN SHED ON LEFT. KEEP STRAIGHT AHEAD ACROSS STREAM, PASSING
 GY3142'OLD MILL SITE ON THE RIGHT, 1.35 MILES TO POWER STATION ON LEFT.
 GY3142'CONTINUE UPHILL 0.1 MILE TO POWER STATION ON RIGHT AND END OF TRUCK
 GY3142'TRAVEL. FROM HERE PACK NORTHWEST UP POINT OF RIDGE TO HIGHEST POINT
 GY3142'OF RIDGE, AN ABANDONED FIRE TOWER SITE AND STATION.  ABOUT FORTY-FIVE
 GY3142'MINUTES PACK.
 GY3142'
 GY3142'THE STATION MARK IS A STANDARD DISK STAMPED CABIN HILL 1957, BRAZED
 GY3142'TO THE TOP OF A 3 INCH PIPE WHICH PROJECTS 5 INCHES. IT IS 13-1/2
 GY3142'FEET NORTHWEST OF THE CONCRETE FOUNDATION FOR THE SOUTHEAST LEG OF
 GY3142'OLD FIRE TOWER AND 14-1/2 FEET NORTHEAST OF THE SOUTHWEST LEG. NO
 GY3142'UNDERGROUND MARK WAS SET.
 GY3142'
 GY3142'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CABIN HILL NO 1 1957,
 GY3142'IS SET IN A DRILL HOLE IN THE TOP OF A CONCRERE PILLAR WHICH
 GY3142'PROJECTS 3 FEET. IT IS 18 FEET NORTH-NORTHEAST OF THE SOUTHEAST LEG.
 GY3142'
 GY3142'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CABIN HILL NO 2 1957,
 GY3142'IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE PILLAR WHICH
 GY3142'PROJECTS 3 FEET. IT IS 17 FEET NORTH-NORTHEAST OF THE SOUTHWEST LEG.
 GY3142'
 GY3142'NO AZIMUTH MARK WAS SET.
 GY3142'
 GY3142'HEIGHT OF LIGHT ABOVE STATION MARK 1.25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1398 ***********************************************************************
 JW1398  DESIGNATION -  CACAPON
 JW1398  PID         -  JW1398
 JW1398  STATE/COUNTY-  WV/MORGAN
 JW1398  USGS QUAD   -  GREAT CACAPON (1974)
 JW1398
 JW1398                         *CURRENT SURVEY CONTROL
 JW1398  ___________________________________________________________________
 JW1398* NAD 83(1995)-  39 32 09.19195(N)    078 18 39.96901(W)     ADJUSTED  
 JW1398* NAVD 88     -       673.2    (meters)    2209.     (feet)  VERTCON   
 JW1398  ___________________________________________________________________
 JW1398  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 JW1398  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JW1398
 JW1398  HORZ ORDER  -  FIRST
 JW1398
 JW1398.The horizontal coordinates were established by classical geodetic methods
 JW1398.and adjusted by the National Geodetic Survey in April 1998..
 JW1398
 JW1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1398
 JW1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1398
 JW1398.The geoid height was determined by GEOID03.
 JW1398
 JW1398;                    North         East     Units Scale Factor Converg.
 JW1398;SPC WV N     -   115,677.238   702,199.616   MT  0.99994197   +0 45 29.7
 JW1398;UTM  17      - 4,379,700.363   731,086.079   MT  1.00025752   +1 42 44.7
 JW1398
 JW1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1398!SPC WV N     -   0.99989968  x   0.99994197  =   0.99984166
 JW1398!UTM  17      -   0.99989968  x   1.00025752  =   1.00015718
 JW1398
 JW1398|---------------------------------------------------------------------|
 JW1398| PID    Reference Object                     Distance      Geod. Az  |
 JW1398|                                                           dddmmss.s |
 JW1398| CK6746 CACAPON RM 1                         16.480 METERS 03939     |
 JW1398| JW1384 DEVILS NOSE                         APPROX.19.1 KM 0603807.3 |
 JW1398| CK6747 CACAPON RM 2                         48.088 METERS 18626     |
 JW1398|---------------------------------------------------------------------|
 JW1398
 JW1398                          SUPERSEDED SURVEY CONTROL
 JW1398
 JW1398  NAD 83(1995)-  39 32 09.19196(N)    078 18 39.96899(W) AD(       ) 1
 JW1398  NAD 83(1995)-  39 32 09.19239(N)    078 18 39.97076(W) AD(       ) 1
 JW1398  NAD 83(1986)-  39 32 09.19291(N)    078 18 39.97579(W) AD(       ) 1
 JW1398  NAD 27      -  39 32 08.85100(N)    078 18 40.94500(W) AD(       ) 1
 JW1398  NGVD 29 (07/19/86)  673.4    (m)         2209.     (f) VERT ANG       
 JW1398
 JW1398.Superseded values are not recommended for survey control.
 JW1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1398.See file dsdata.txt to determine how the superseded data were derived.
 JW1398
 JW1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD3108679700(NAD 83)
 JW1398_MARKER: DS = TRIANGULATION STATION DISK
 JW1398_SETTING: 66 = SET IN ROCK OUTCROP
 JW1398
 JW1398  HISTORY     - Date     Condition        Report By
 JW1398  HISTORY     - 1927     MONUMENTED       CGS
 JW1398  HISTORY     - 1935     GOOD             CGS
 JW1398  HISTORY     - 1955     SEE DESCRIPTION  CGS
 JW1398
 JW1398                          STATION DESCRIPTION
 JW1398
 JW1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 JW1398'STATION IS ABOUT 8 MILES SW OF BERKELEY SPRINGS, AND 6 MILES S OF
 JW1398'GREAT CACAPON, ON THE SUMMIT OF
 JW1398'THE CACAPON MOUNTAIN.  THIS IS A LONG WOODED RIDGE
 JW1398'EXTENDING ALONG THE E SIDE OF
 JW1398'THE GREAT CACAPON RIVER.
 JW1398'
 JW1398'THE G.S. STATION, CAPON 2 IS ON THE SAME RIDGE, ABOUT 1/2
 JW1398'MILE S, BUT COULD NOT BE FOUND.
 JW1398'
 JW1398'MARKS ARE STANDARD BRONZE DISKS SET IN ROCKS.
 JW1398'
 JW1398'REACHED FROM THE BERKELEY SPRINGS-GREAT CACAPON HIGHWAY AT A
 JW1398'POINT ON THE
 JW1398'SUMMIT BETWEEN THESE PLACES.  FOLLOW OLD WOOD ROAD S
 JW1398'UP RIDGE OF CACAPON MOUNTAIN.
 JW1398'THE MAIN-TRAVELED ROAD BEARS RIGHT
 JW1398'TO A RED HOUSE AT A LARGE SPRING.  KEEP LEFT HAND
 JW1398'DIM ROAD LEADING
 JW1398'UP RIDGE TO STATION.  DISTANCE FROM HIGHWAY TO STATION IS ABOUT 7
 JW1398'MILES.  TRUCKS
 JW1398'WERE DRIVEN TO STATION.
 JW1398
 JW1398                          STATION RECOVERY (1935)
 JW1398
 JW1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 JW1398'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 JW1398'STATION IS LOCATED
 JW1398'4 METERS W OF THE ROAD, 16.50 METERS E OF A 16-INCH
 JW1398'RED OAK, 330 YARDS S OF A FORK IN THE
 JW1398'RIDGE ROAD.  MARK IS SET
 JW1398'FLUSH WITH THE GROUND.
 JW1398'
 JW1398'REFERENCE MARK NO. 1 IS LOCATED 16.480 METERS NE OF THE STATION,
 JW1398'18 FEET E OF ROAD.
 JW1398'MARK IS SET IN A LARGE FLAT ROCK.
 JW1398'
 JW1398'REFERENCE MARK NO. 2 IS LOCATED 157.77 FEET SE OF THE STATION,
 JW1398'15 FEET E OF THE
 JW1398'ROAD.  MARK IS SET IN A FLAT ROCK.
 JW1398'
 JW1398'TO REACH THE STATION FROM BERKELEY SPRINGS WEST VIRGINIA, GO
 JW1398'3 MILES W ON THE
 JW1398'BERKELEY SPRINGS-GREAT CACAPON ROAD TO A FORK.
 JW1398'BEAR LEFT ON DIRT ROAD AND GO 0.5
 JW1398'MILE TO T-ROAD, TURN LEFT AND GO
 JW1398'7 MILES TO THE STATION AFTER PASSING 3 OLD SAWDUST
 JW1398'PILES.
 JW1398'
 JW1398'A 64-FOOT TOWER CLEARED ALL LINES.  TRUCKS CAN BE DRIVEN
 JW1398'TO THE STATION.
 JW1398
 JW1398                          STATION RECOVERY (1955)
 JW1398
 JW1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 JW1398'THE STATION MARK WAS RECOVERED AND THE BOULDER IN WHICH IT WAS SET
 JW1398'WAS FOUND SOME DISTANCE FROM
 JW1398'WHAT WAS THOUGHT TO BE THE ORIGINAL LOCATION.  THE DISK WAS REMOVED
 JW1398'AND SENT TO THE WASHINGTON OFFICE.
 JW1398'A NEW STATION WAS ESTABLISHED (CAPAPON 2 1955)
 JW1398'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 JW1398'GOOD CONDITION.  AN ADDITIONAL REFERENCE
 JW1398'MARK (CACAPON 2 NO 3 1955) WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1397 ***********************************************************************
 JW1397  DESIGNATION -  CACAPON 2
 JW1397  PID         -  JW1397
 JW1397  STATE/COUNTY-  WV/MORGAN
 JW1397  USGS QUAD   -  GREAT CACAPON (1974)
 JW1397
 JW1397                         *CURRENT SURVEY CONTROL
 JW1397  ___________________________________________________________________
 JW1397* NAD 83(1995)-  39 32 09.26781(N)    078 18 39.95844(W)     ADJUSTED  
 JW1397* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 JW1397  ___________________________________________________________________
 JW1397  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 JW1397  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JW1397
 JW1397  HORZ ORDER  -  FIRST
 JW1397
 JW1397.The horizontal coordinates were established by classical geodetic methods
 JW1397.and adjusted by the National Geodetic Survey in April 1998..
 JW1397
 JW1397.The orthometric height was scaled from a topographic map.
 JW1397
 JW1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1397
 JW1397.The geoid height was determined by GEOID03.
 JW1397
 JW1397;                    North         East     Units Scale Factor Converg.
 JW1397;SPC WV N     -   115,679.581   702,199.838   MT  0.99994197   +0 45 29.7
 JW1397;SPC MD       -   208,311.038   287,287.947   MT  1.00001616   -0 49 22.4
 JW1397;SPC MD       -   683,433.80    942,543.87   sFT  1.00001616   -0 49 22.4
 JW1397;UTM  17      - 4,379,702.710   731,086.262   MT  1.00025752   +1 42 44.7
 JW1397
 JW1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1397!SPC WV N     -   0.99989990  x   0.99994197  =   0.99984188
 JW1397!SPC MD       -   0.99989990  x   1.00001616  =   0.99991606
 JW1397!UTM  17      -   0.99989990  x   1.00025752  =   1.00015739
 JW1397
 JW1397|---------------------------------------------------------------------|
 JW1397| PID    Reference Object                     Distance      Geod. Az  |
 JW1397|                                                           dddmmss.s |
 JW1397| CK6746 CACAPON RM 1                         14.578 METERS 04402     |
 JW1397| CK6747 CACAPON RM 2                         50.368 METERS 18637     |
 JW1397| CK6748 CACAPON 2 RM 3                       20.741 METERS 18649     |
 JW1397| JW1396 PITTSBURGH WASHINGTON AWY BN 8      APPROX. 0.7 KM 1963653.9 |
 JW1397| JW1401 TOWN                                APPROX.16.1 KM 3104128.5 |
 JW1397|---------------------------------------------------------------------|
 JW1397
 JW1397                          SUPERSEDED SURVEY CONTROL
 JW1397
 JW1397  NAD 83(1995)-  39 32 09.26792(N)    078 18 39.95858(W) AD(       ) 1
 JW1397  NAD 83(1995)-  39 32 09.26806(N)    078 18 39.95870(W) AD(       ) 1
 JW1397  NAD 83(1986)-  39 32 09.26947(N)    078 18 39.96599(W) AD(       ) 1
 JW1397  NAD 27      -  39 32 08.92600(N)    078 18 40.93800(W) AD(       ) 1
 JW1397
 JW1397.Superseded values are not recommended for survey control.
 JW1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1397.See file dsdata.txt to determine how the superseded data were derived.
 JW1397
 JW1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD3108679703(NAD 83)
 JW1397_MARKER: DS = TRIANGULATION STATION DISK
 JW1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1397_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1397
 JW1397  HISTORY     - Date     Condition        Report By
 JW1397  HISTORY     - 1955     MONUMENTED       CGS
 JW1397
 JW1397                          STATION DESCRIPTION
 JW1397
 JW1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 JW1397'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF BERKELY SPRINGS, 6
 JW1397'MILES SOUTH OF GREAT
 JW1397'CACAPON, ON THE SUMMIT OF CACAPON MOUNTAIN WHICH IS A LONG WOODED
 JW1397'RIDGE EXTENDING ALONG THE EAST SIDE
 JW1397'OF THE GREAT CACAPON RIVER AND IN CACAPON STATE PARK.  IT IS 5 FEET
 JW1397'EAST OF A 4 BY 4 INCH WHITE WITNESS
 JW1397'POST.
 JW1397'
 JW1397'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S. HIGHWAY 522 AND
 JW1397'STATE HIGHWAY 9 IN BERKELEY
 JW1397'SPRINGS, GO SOUTH ON HIGHWAY 522 FOR 9.0 MILES TO THE ENTRANCE OF
 JW1397'CACAPON STATE PARK, TURN RIGHT AND
 JW1397'GO WESTERLY ON THE PARK ROAD FOR 0.4 MILE TO A T-JUNCTION AT
 JW1397'THE PARK OFFICE, BEAR LEFT AND GO
 JW1397'SOUTHWESTERLY ON THE PARK ROAD, AS PER SIGNS CACAPON
 JW1397'MOUNTAIN FOR 4.8 MILES TO AN OVERLOOK ON THE CREST
 JW1397'OF THE RIDGE AND A TRACK ROAD
 JW1397'LEADING NORTH, GO NORTH ON THE TRACK ROAD FOR 4.4 MILES TO THE AIRWAY
 JW1397'BEACON, CONTINUE NORTHERLY ON A DIM
 JW1397'TRACK ROAD FOR 0.4 MILE TO THE STATION.
 JW1397'
 JW1397'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED CACAPON 2
 JW1397'1955.
 JW1397'
 JW1397'REFERENCE MARK 1 IS 49 FEET NORTHEAST OF THE WITNESS POST.  THE MARK
 JW1397'PROJECTS 8 INCHES, AND THE
 JW1397'DISK IS STAMPED CACAPON R M 1 1927.
 JW1397'
 JW1397'REFERENCE MARK 2 IS 168 FEET SOUTH OF THE WITNESS POST.  THE MARK IS
 JW1397'FLUSH WITH THE GROUND, AND THE
 JW1397'DISK IS STAMPED CACAPON R M 2 1927.
 JW1397'
 JW1397'REFERENCE MARK 3 IS 71 FEET SOUTH OF THE WITNESS POST.  THE MARK IS
 JW1397'FLUSH WITH THE GROUND, AND THE
 JW1397'DISK IS STAMPED CACAPON 2 NO 3 1955.
 JW1397'
 JW1397'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK BECAUSE OF
 JW1397'BRUSH AND TREES.
 JW1397'
 JW1397'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1307 ***********************************************************************
 JW1307  DESIGNATION -  CADDELL
 JW1307  PID         -  JW1307
 JW1307  STATE/COUNTY-  WV/PRESTON
 JW1307  USGS QUAD   -  TERRA ALTA (1976)
 JW1307
 JW1307                         *CURRENT SURVEY CONTROL
 JW1307  ___________________________________________________________________
 JW1307* NAD 83(1995)-  39 26 39.95723(N)    079 36 25.36797(W)     ADJUSTED  
 JW1307* NAVD 88     -       916.6    (meters)    3007.     (feet)  VERTCON   
 JW1307  ___________________________________________________________________
 JW1307  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 JW1307  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JW1307
 JW1307  HORZ ORDER  -  SECOND
 JW1307
 JW1307.The horizontal coordinates were established by classical geodetic methods
 JW1307.and adjusted by the National Geodetic Survey in April 1998..
 JW1307.No horizontal observational check was made to the station.
 JW1307
 JW1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1307
 JW1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1307
 JW1307.The geoid height was determined by GEOID03.
 JW1307
 JW1307;                    North         East     Units Scale Factor Converg.
 JW1307;SPC WV N     -   104,853.364   590,785.726   MT  0.99994574   -0 04 05.8
 JW1307;SPC MD       -   200,549.839   175,611.273   MT  0.99999903   -1 38 10.6
 JW1307;SPC MD       -   657,970.60    576,151.32   sFT  0.99999903   -1 38 10.6
 JW1307;UTM  17      - 4,367,023.420   619,862.366   MT  0.99977689   +0 53 06.3
 JW1307
 JW1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1307!SPC WV N     -   0.99986113  x   0.99994574  =   0.99980688
 JW1307!SPC MD       -   0.99986113  x   0.99999903  =   0.99986016
 JW1307!UTM  17      -   0.99986113  x   0.99977689  =   0.99963805
 JW1307
 JW1307                          SUPERSEDED SURVEY CONTROL
 JW1307
 JW1307  NAD 83(1995)-  39 26 39.95964(N)    079 36 25.37448(W) AD(       ) 2
 JW1307  NAD 83(1986)-  39 26 39.96397(N)    079 36 25.37617(W) AD(       ) 2
 JW1307  NAD 27      -  39 26 39.63505(N)    079 36 26.19760(W) AD(       ) 2
 JW1307  NGVD 29 (07/19/86)  916.8    (m)         3008.     (f) VERT ANG       
 JW1307
 JW1307.Superseded values are not recommended for survey control.
 JW1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1307.See file dsdata.txt to determine how the superseded data were derived.
 JW1307
 JW1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1986267023(NAD 83)
 JW1307_MARKER: DD = SURVEY DISK
 JW1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1307
 JW1307  HISTORY     - Date     Condition        Report By
 JW1307  HISTORY     - 1975     MONUMENTED       USGS
 JW1307
 JW1307                          STATION DESCRIPTION
 JW1307
 JW1307'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (JRS)
 JW1307'THE STATION IS ABOUT 4-1/2 MILES EAST-SOUTHEAST OF KINGWOOD, 4
 JW1307'MILES WEST OF TERRA ALTA, 1/2 MILE EAST-SOUTHEAST OF STATE
 JW1307'HIGHWAY 7, NEAR THE CADDELL LOOKOUT TOWER AND ON PROPERTY OF THE
 JW1307'WEST VIRGINIA STATE FOREST SERVICE, DEPARTMENT OF NATURAL WATER
 JW1307'RESOURSES.  PERMISSION WAS OBTAINED FROM LOWELL MCPHERSON
 JW1307'STATE DISTRICT FORESTER, HIS OFFICE IS AT 1020 FAIRMONT AVENUE
 JW1307'FAIRMONT, WEST VIRGINIA, TELEPHONE NUMBER 366-5880.
 JW1307'
 JW1307'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 JW1307'IN KINGWOOD, GO EAST ON STATE HIGHWAY 7 FOR 2.45 MILES TO A
 JW1307'CROSSROAD AT THE EAST END OF A BRIDGE OVER CHEAT RIVER, CONTINUE
 JW1307'EAST ON HIGHWAY 7 FOR 2.65 MILES TO A DIAGONAL CROSSROAD. TURN
 JW1307'SHARP RIGHT AND GO SOUTHWEST ON A GRAVELED ROAD FOR ABOUT 100
 JW1307'FEET TO A LOCKED CABLE ACROSS THE ROAD.  PASS THROUGH AND
 JW1307'CONTINUE SOUTHWESTERLY ON WINDING ROUGH ROAD FOR 1.2 MILES TO
 JW1307'THE TOP OF THE HILL, THE LOOKOUT TOWER AND THE STATION.
 JW1307'
 JW1307'CADDELL IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 JW1307'STAMPED---CADDELL 1956---, SET IN THE TOP OF A 6-INCH SQUARE
 JW1307'CONCRETE MONUMENT, THAT PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS
 JW1307'36.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE WOODEN
 JW1307'BUILDING, 34.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JW1307'SMALL CONCRETE BLOCK BUILDING AND 11.0 FEET NORTH OF THE
 JW1307'SOUTHEAST LEG OF THE LOOKOUT TOWER. THE MARK IS SET IN THE
 JW1307'CENTER OF THE BASE OF THE LOOKOUT TOWER.
 JW1307'
 JW1307'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK OF THE U.S.
 JW1307'GEOLOGICAL SURVEY, STAMPED---NO 1 1956---, CEMENTED IN A DRILL HOLE
 JW1307'IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND.  IT IS 27.0 FEET
 JW1307'WEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 16.5 FEET EAST
 JW1307'OF THE NORTHWEST CORNER OF THE WOODEN BUILDING, 14.0 FEET NORTH
 JW1307'OF THE NORTHEAST CORNER OF THE WOODEN BUILDING AND ABOUT 2 FEET
 JW1307'HIGHER THAN THE STATION.
 JW1307'
 JW1307'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK OF THE U.S.
 JW1307'GEOLOGICAL SURVEY, STAMPED---NO 2 1956---, CEMENTED IN A DRILL HOLE
 JW1307'IN A 6 X 15 FOOT BOULDER, THAT PROJECTS 15 INCHES ABOVE THE GROUND.
 JW1307'IT IS 22.5 FEET EAST-NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT
 JW1307'TOWER, 9.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SMALL
 JW1307'CONCRETE BUILDING AND ABOUT 4 FEET HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1306 ***********************************************************************
 JW1306  DESIGNATION -  CADDELL MTN LOT
 JW1306  PID         -  JW1306
 JW1306  STATE/COUNTY-  WV/PRESTON
 JW1306  USGS QUAD   -  TERRA ALTA (1976)
 JW1306
 JW1306                         *CURRENT SURVEY CONTROL
 JW1306  ___________________________________________________________________
 JW1306* NAD 83(1995)-  39 26 39.95453(N)    079 36 25.37299(W)     ADJUSTED  
 JW1306* NAVD 88     -                                                        
 JW1306  ___________________________________________________________________
 JW1306  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 JW1306  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JW1306
 JW1306  HORZ ORDER  -  THIRD
 JW1306
 JW1306.The horizontal coordinates were established by classical geodetic methods
 JW1306.and adjusted by the National Geodetic Survey in April 1998..
 JW1306.No horizontal observational check was made to the station.
 JW1306
 JW1306
 JW1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1306
 JW1306.The geoid height was determined by GEOID03.
 JW1306
 JW1306;                    North         East     Units Scale Factor Converg.
 JW1306;SPC WV N     -   104,853.281   590,785.606   MT  0.99994574   -0 04 05.8
 JW1306;SPC MD       -   200,549.760   175,611.151   MT  0.99999903   -1 38 10.6
 JW1306;SPC MD       -   657,970.34    576,150.92   sFT  0.99999903   -1 38 10.6
 JW1306;UTM  17      - 4,367,023.335   619,862.248   MT  0.99977689   +0 53 06.3
 JW1306
 JW1306                          SUPERSEDED SURVEY CONTROL
 JW1306
 JW1306  NAD 83(1995)-  39 26 39.95574(N)    079 36 25.37626(W) AD(       ) 4
 JW1306  NAD 83(1986)-  39 26 39.96225(N)    079 36 25.38365(W) AD(       ) 4
 JW1306  NAD 27      -  39 26 39.62894(N)    079 36 26.19318(W) AD(       ) 3
 JW1306
 JW1306.Superseded values are not recommended for survey control.
 JW1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1306.See file dsdata.txt to determine how the superseded data were derived.
 JW1306
 JW1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1986267023(NAD 83)
 JW1306_MARKER: 57 = LOOKOUT TOWER
 JW1306
 JW1306  HISTORY     - Date     Condition        Report By
 JW1306  HISTORY     - 1975     FIRST OBSERVED   NGS
 JW1306
 JW1306                          STATION DESCRIPTION
 JW1306
 JW1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 JW1306'THE STATION, CADDELL MOUNTAIN LOOKOUT TOWER, IS THE APEX OF THE
 JW1306'ROOF OF A CABIN ATOP A 4 LEGGED, SELF SUPPORTED, STEEL TOWER.
 JW1306'THE STRUCTURE HAS AN OVERALL HEIGHT OF ABOUT 75 FEET.
 JW1306'
 JW1306'THE STATION IS ABOUT 8 MILES NORTH-NORTHEAST OF ROWLESBURG,
 JW1306'4-1/2 MILES EAST-SOUTHEAST OF KINGWOOD, 3-1/2 MILES WEST OF
 JW1306'TERRA ALTA AND ON BRIERY MOUNTAIN.  IT IS THE PROPERTY OF THE
 JW1306'WEST VIRGINIA STATE FOREST SERVICE, DEPARTMENT OF NATURAL
 JW1306'RESOURCES.
 JW1306'
 JW1306'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 JW1306'IN KINGWOOD, GO EAST ON STATE HIGHWAY 7 FOR 2.45 MILES TO A
 JW1306'CROSSROAD AT THE EAST END OF A BRIDGE OVER CHEAT RIVER, CONTINUE
 JW1306'EAST ON HIGHWAY 7 FOR 2.65 MILES TO A DIAGONAL CROSSROAD. TURN
 JW1306'SHARP RIGHT AND GO SOUTHWEST ON A GRAVELED ROAD FOR ABOUT 100
 JW1306'FEET TO A LOCKED CABLE ACROSS THE ROAD.  PASS THROUGH AND
 JW1306'CONTINUE SOUTHWESTERLY ON WINDING ROUGH ROAD FOR 1.2 MILES TO
 JW1306'THE TOP OF THE HILL, THE LOOKOUT TOWER AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1305 ***********************************************************************
 JW1305  DESIGNATION -  CADDELL MTN WU MICROWAVE
 JW1305  PID         -  JW1305
 JW1305  STATE/COUNTY-  WV/PRESTON
 JW1305  USGS QUAD   -  TERRA ALTA (1976)
 JW1305
 JW1305                         *CURRENT SURVEY CONTROL
 JW1305  ___________________________________________________________________
 JW1305* NAD 83(1995)-  39 26 37.01007(N)    079 36 28.43027(W)     ADJUSTED  
 JW1305* NAVD 88     -                                                        
 JW1305  ___________________________________________________________________
 JW1305  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 JW1305  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JW1305
 JW1305  HORZ ORDER  -  THIRD
 JW1305
 JW1305.The horizontal coordinates were established by classical geodetic methods
 JW1305.and adjusted by the National Geodetic Survey in April 1998..
 JW1305
 JW1305
 JW1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1305
 JW1305.The geoid height was determined by GEOID03.
 JW1305
 JW1305;                    North         East     Units Scale Factor Converg.
 JW1305;SPC WV N     -   104,762.566   590,712.396   MT  0.99994578   -0 04 07.7
 JW1305;SPC MD       -   200,461.077   175,535.482   MT  0.99999889   -1 38 12.5
 JW1305;SPC MD       -   657,679.38    575,902.66   sFT  0.99999889   -1 38 12.5
 JW1305;UTM  17      - 4,366,931.430   619,790.570   MT  0.99977668   +0 53 04.3
 JW1305
 JW1305                          SUPERSEDED SURVEY CONTROL
 JW1305
 JW1305  NAD 83(1995)-  39 26 37.01206(N)    079 36 28.43684(W) AD(       ) 4
 JW1305  NAD 83(1986)-  39 26 37.01742(N)    079 36 28.43910(W) AD(       ) 4
 JW1305  NAD 27      -  39 26 36.68729(N)    079 36 29.26195(W) AD(       ) 3
 JW1305
 JW1305.Superseded values are not recommended for survey control.
 JW1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1305.See file dsdata.txt to determine how the superseded data were derived.
 JW1305
 JW1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1979166931(NAD 83)
 JW1305_MARKER: 44 = MICROWAVE MAST
 JW1305
 JW1305  HISTORY     - Date     Condition        Report By
 JW1305  HISTORY     - 1975     FIRST OBSERVED   NGS
 JW1305
 JW1305                          STATION DESCRIPTION
 JW1305
 JW1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 JW1305'THE STATION, CADDELL MOUNTAIN WESTERN UNION MICROWAVE, IS THE
 JW1305'LIGHT ATOP A TWIN TRIANGULAR STEEL, GUYED MAST THAT IS PAINTED
 JW1305'ALTERNATELY RED AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT
 JW1305'OF 360 FEET AND HAS FOUR REFLECTORS NEAR THE TOP.
 JW1305'
 JW1305'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF ROWLESBURG,
 JW1305'4-1/2 MILES EAST-SOUTHEAST OF KINGWOOD, 3-1/2 MILES WEST OF
 JW1305'TERRA ALTA AND ON THE SUMMIT OF BRIERY MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3008 ***********************************************************************
 HX3008  DESIGNATION -  CAIN
 HX3008  PID         -  HX3008
 HX3008  STATE/COUNTY-  WV/WIRT
 HX3008  USGS QUAD   -  REEDY (1975)
 HX3008
 HX3008                         *CURRENT SURVEY CONTROL
 HX3008  ___________________________________________________________________
 HX3008* NAD 83(1995)-  38 55 58.22891(N)    081 27 52.68474(W)     ADJUSTED  
 HX3008* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 HX3008  ___________________________________________________________________
 HX3008  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 HX3008  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HX3008
 HX3008  HORZ ORDER  -  SECOND
 HX3008
 HX3008.The horizontal coordinates were established by classical geodetic methods
 HX3008.and adjusted by the National Geodetic Survey in April 1998..
 HX3008
 HX3008.The orthometric height was scaled from a topographic map.
 HX3008
 HX3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3008
 HX3008.The geoid height was determined by GEOID03.
 HX3008
 HX3008;                    North         East     Units Scale Factor Converg.
 HX3008;SPC WV N     -    49,915.649   429,661.297   MT  1.00001338   -1 15 10.8
 HX3008;SPC WV S     -   214,634.091   559,712.078   MT  1.00001092   -0 17 14.0
 HX3008;UTM  17      - 4,309,426.574   459,728.371   MT  0.99961997   -0 17 31.1
 HX3008
 HX3008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3008!SPC WV N     -   0.99995277  x   1.00001338  =   0.99996615
 HX3008!SPC WV S     -   0.99995277  x   1.00001092  =   0.99996369
 HX3008!UTM  17      -   0.99995277  x   0.99961997  =   0.99957276
 HX3008
 HX3008:                Primary Azimuth Mark                     Grid Az
 HX3008:SPC WV N     -  CAIN AZ MK                               064 04 14.6
 HX3008:SPC WV S     -  CAIN AZ MK                               063 06 17.8
 HX3008:UTM  17      -  CAIN AZ MK                               063 06 34.9
 HX3008
 HX3008|---------------------------------------------------------------------|
 HX3008| PID    Reference Object                     Distance      Geod. Az  |
 HX3008|                                                           dddmmss.s |
 HX3008| DC3942 CAIN AZ MK                                         0624903.8 |
 HX3008| DC3943 CAIN RM 1                            15.277 METERS 16357     |
 HX3008| DC3944 CAIN RM 2                            17.102 METERS 26347     |
 HX3008|---------------------------------------------------------------------|
 HX3008
 HX3008                          SUPERSEDED SURVEY CONTROL
 HX3008
 HX3008  NAD 83(1986)-  38 55 58.23429(N)    081 27 52.69026(W) AD(       ) 2
 HX3008  NAD 27      -  38 55 57.93500(N)    081 27 53.25400(W) AD(       ) 2
 HX3008
 HX3008.Superseded values are not recommended for survey control.
 HX3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3008.See file dsdata.txt to determine how the superseded data were derived.
 HX3008
 HX3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5972809427(NAD 83)
 HX3008_MARKER: DS = TRIANGULATION STATION DISK
 HX3008_SETTING: 0 = UNSPECIFIED SETTING
 HX3008
 HX3008  HISTORY     - Date     Condition        Report By
 HX3008  HISTORY     - 1944     MONUMENTED       CGS
 HX3008
 HX3008                          STATION DESCRIPTION
 HX3008
 HX3008'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3008'STATION IS LOCATED APPROXIMATELY 4 MILES WNW OF REEDY, 3 MILES W OF
 HX3008'STATE HIGHWAY 14, ON THE
 HX3008'SHOULDER OF A RIDGE APPROXIMATELY 0.15 MILE SE OF
 HX3008'A HIGH PROMINENT TIMBERED
 HX3008'POINT, ON LAND OWNED BY MR. WHEELER
 HX3008'THERN.  THE MARK IS ON THE HIGHEST PART OF
 HX3008'THE SHOULDER, ABOUT
 HX3008'0.1 MILE N OF THE MOUNT PLEASANT CHURCH, 110 FEET N OF THE
 HX3008'CENTER LINE OF
 HX3008'A DIRT ROAD, AND 5 FEET NNE OF A WITNESS POST.  THE DISK
 HX3008'IS STAMPED CAIN 1944.
 HX3008'
 HX3008'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3008'DISKS SET IN CONCRETE.
 HX3008'CONCRETE.
 HX3008'
 HX3008'REFERENCE MARK 1 IS 65 FEET N OF THE CENTER LINE OF DIRT
 HX3008'ROAD.  IT IS
 HX3008'STAMPED CAIN NO 1 1944.
 HX3008'
 HX3008'REFERENCE MARK 2 IS 19 FEET SE OF A TRIANGULAR-BLAZED 16-INCH
 HX3008'OAK TREE.  IT IS
 HX3008'STAMPED CAIN NO 2 1944.
 HX3008'
 HX3008'AZIMUTH MARK IS 47 FEET W OF THE CENTER LINE OF DIRT ROAD,
 HX3008'32 FEET E OF THE
 HX3008'SE CORNER OF BARN, 3 FEET W OF WITNESS POST,
 HX3008'AND 1 FOOT S OF AN E-W FENCE LINE.
 HX3008'IT IS STAMPED CAIN 1944.
 HX3008'
 HX3008'TO REACH THE STATION FROM THE REEDY POST OFFICE, GO N ON
 HX3008'STATE HIGHWAY 14
 HX3008'FOR 1.55 MILES TO A T DIRT ROAD LEFT, TURN LEFT
 HX3008'ON DIRT ROAD AND GO FOR 1.5 MILES
 HX3008'TO A FORK, TAKE LEFT FORK AND
 HX3008'GO FOR 1.7 MILES TO A T-ROAD AND THE MOUNT PLEASANT
 HX3008'CHURCH ON
 HX3008'THE LEFT, TURN RIGHT AND CONTINUE FOR 0.05 MILE TO WHERE THE
 HX3008'ROAD TURNS RIGHT
 HX3008'AND THE STATION ON THE LEFT.
 HX3008'
 HX3008'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SE ON A DIRT
 HX3008'ROAD FOR 0.4 MILE
 HX3008'TO A FORK, TAKE LEFT FORK DOWN A STEEP HILL
 HX3008'FOR 0.25 MILE TO THE AZIMUTH MARK.
 HX3008'
 HX3008'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2122 ***********************************************************************
 JX2122  DESIGNATION -  CAIN
 JX2122  PID         -  JX2122
 JX2122  STATE/COUNTY-  WV/RITCHIE
 JX2122  USGS QUAD   -  HARRISVILLE (1975)
 JX2122
 JX2122                         *CURRENT SURVEY CONTROL
 JX2122  ___________________________________________________________________
 JX2122* NAD 83(1995)-  39 08 09.68023(N)    081 00 20.77691(W)     ADJUSTED  
 JX2122* NAVD 88     -       354.8    (meters)    1164.     (feet)  VERTCON   
 JX2122  ___________________________________________________________________
 JX2122  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 JX2122  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JX2122
 JX2122  HORZ ORDER  -  THIRD
 JX2122
 JX2122.The horizontal coordinates were established by classical geodetic methods
 JX2122.and adjusted by the National Geodetic Survey in April 1998..
 JX2122
 JX2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2122
 JX2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2122
 JX2122.The geoid height was determined by GEOID03.
 JX2122
 JX2122;                    North         East     Units Scale Factor Converg.
 JX2122;SPC WV N     -    71,700.261   469,819.639   MT  0.99997707   -0 57 37.2
 JX2122;UTM  17      - 4,331,871.315   499,501.206   MT  0.99960000   -0 00 13.1
 JX2122
 JX2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2122!SPC WV N     -   0.99994958  x   0.99997707  =   0.99992665
 JX2122!UTM  17      -   0.99994958  x   0.99960000  =   0.99954960
 JX2122
 JX2122|---------------------------------------------------------------------|
 JX2122| PID    Reference Object                     Distance      Geod. Az  |
 JX2122|                                                           dddmmss.s |
 JX2122| CF2693 CAIN RM 1                            17.472 METERS 17740     |
 JX2122| JX2121 KING KNOB                           APPROX. 4.4 KM 2580830.5 |
 JX2122| CF2694 CAIN RM 2                            17.715 METERS 26808     |
 JX2122|---------------------------------------------------------------------|
 JX2122
 JX2122                          SUPERSEDED SURVEY CONTROL
 JX2122
 JX2122  NAD 83(1986)-  39 08 09.68541(N)    081 00 20.78496(W) AD(       ) 3
 JX2122  NAD 27      -  39 08 09.38880(N)    081 00 21.39250(W) AD(       ) 3
 JX2122  NGVD 29 (07/19/86)  355.0    (m)         1165.     (f) VERT ANG       
 JX2122
 JX2122.Superseded values are not recommended for survey control.
 JX2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2122.See file dsdata.txt to determine how the superseded data were derived.
 JX2122
 JX2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9950131871(NAD 83)
 JX2122_MARKER: DS = TRIANGULATION STATION DISK
 JX2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2122
 JX2122  HISTORY     - Date     Condition        Report By
 JX2122  HISTORY     - 1956     MONUMENTED       CGS
 JX2122
 JX2122                          STATION DESCRIPTION
 JX2122
 JX2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX2122'THE STATION IS LOCATED ON THE SUMMIT OF A CLEARED PASTURE KNOLL AT
 JX2122'THE HEAD OF DAVEY CAIN RUN
 JX2122'ABOUT 6-1/2 MILES NORTHEAST OF SMITHVILLE, 4-1/2 MILES SOUTHWEST OF
 JX2122'PULLMAN AND 2-1/2 MILES EAST OF
 JX2122'WASHBURN POST OFFICE.  IT IS 32 FEET SOUTH OF A LARGE HICKORY TREE
 JX2122'AND 5-1/2 FEET SOUTHWEST OF WITNESS POST.
 JX2122'THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 JX2122'GROUND AND THE MARK IS STAMPED CAIN 1956.
 JX2122'
 JX2122'REFERENCE MARK NO. 1 IS 80 FEET EAST OF FENCE LINE.  THE MARK
 JX2122'PROJECTS ABOUT 2 INCHES AND
 JX2122'THE DISK IS STAMPED CAIN NO 1 1956.
 JX2122'
 JX2122'REFERENCE MARK NO. 2 IS 60 FEET EAST OF FENCE LINE.  THE MARK IS SET
 JX2122'FLUSH WITH THE SURFACE OF
 JX2122'THE GROUND AND THE DISK IS STAMPED CAIN NO 2 1956.
 JX2122'
 JX2122'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 47 AND 16 IN THE WEST
 JX2122'EDGE OF SMITHVILLE, GO NORTH ON
 JX2122'STATE HIGHWAY 16 FOR 6.5 MILES TO STEEL BRIDGE OVER INDIAN CREEK,
 JX2122'CONTINUE ON STATE HIGHWAY 16
 JX2122'FOR 0.6 MILE TO SIGN PULLMAN 6 AND SIDE ROAD RIGHT,
 JX2122'TURN RIGHT CROSSING STEEL BRIDGE AND PASSING
 JX2122'WASHBURN POST OFFICE ON LEFT AND GO 0.3
 JX2122'MILE TO SIDE ROAD RIGHT, TURN RIGHT CROSSING WOODEN BRIIDGE FOR
 JX2122'0.75 MILE TO FORKS, TAKE LEFT
 JX2122'FORK FOR 0.5 MILE TO FORKS, TAKE RIGHT FORK STRAIGHT AHEAD FOR 7 MILE
 JX2122'TO CREST OF DIVIDE, KEEP RIGHT
 JX2122'ON TRACK ROAD SOUTH ALONG RIDGE TO POLE GATE, PASS THROUGH
 JX2122'GATE AND CONTINUE ON TRACK ROAD FOR 0.25 MILE
 JX2122'TO A WIRE GATE, PASS THROUGH GATE AND
 JX2122'STATION IS IN CENTER OF CLEARED AREA AS DESCRIBED.
 JX2122'
 JX2122'NO SUITABLE PLACE WAS FOUND FOR AZIMUTH MARK.
 JX2122'
 JX2122'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1973 ***********************************************************************
 JX1973  DESIGNATION -  CAMERON RADIO STA KNJ 54 MAST
 JX1973  PID         -  JX1973
 JX1973  STATE/COUNTY-  WV/MARSHALL
 JX1973  USGS QUAD   -  CAMERON (1988)
 JX1973
 JX1973                         *CURRENT SURVEY CONTROL
 JX1973  ___________________________________________________________________
 JX1973* NAD 83(1995)-  39 52 24.87150(N)    080 35 11.03078(W)     ADJUSTED  
 JX1973* NAVD 88     -                                                        
 JX1973  ___________________________________________________________________
 JX1973  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 JX1973  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX1973
 JX1973  HORZ ORDER  -  THIRD
 JX1973
 JX1973.The horizontal coordinates were established by classical geodetic methods
 JX1973.and adjusted by the National Geodetic Survey in April 1998..
 JX1973
 JX1973
 JX1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1973
 JX1973.The geoid height was determined by GEOID03.
 JX1973
 JX1973;                    North         East     Units Scale Factor Converg.
 JX1973;SPC WV N     -   153,054.019   507,064.377   MT  0.99995005   -0 41 34.3
 JX1973;UTM  17      - 4,413,807.325   535,370.069   MT  0.99961540   +0 15 54.6
 JX1973
 JX1973                          SUPERSEDED SURVEY CONTROL
 JX1973
 JX1973  NAD 83(1986)-  39 52 24.87924(N)    080 35 11.03897(W) AD(       ) 4
 JX1973  NAD 27      -  39 52 24.59800(N)    080 35 11.75700(W) AD(       ) 3
 JX1973
 JX1973.Superseded values are not recommended for survey control.
 JX1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1973.See file dsdata.txt to determine how the superseded data were derived.
 JX1973
 JX1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE3537013807(NAD 83)
 JX1973_MARKER: 42 = RADIO/TV MAST
 JX1973
 JX1973  HISTORY     - Date     Condition        Report By
 JX1973  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX1973
 JX1973                          STATION DESCRIPTION
 JX1973
 JX1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1973'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS 3
 JX1973'LEGGED STEEL,
 JX1973'GUYED STRUCTURE, PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED
 JX1973'AND WHITE.  THERE ARE TWO FANS
 JX1973'AND A RED LIGHT AT THE TOP.  THE OVERALL HEIGHT OF THE
 JX1973'STRUCTURE IS ABOUT 100 FEET.
 JX1973'
 JX1973'LOCATED ABOUT 3-1/2 MILES NORTHWEST OF CAMERON IN THE SMALL
 JX1973'SETTLEMENT OF FORK RIDGE.
 JX1973'IT IS OWNED AND OPERATED BY THE COLUMBIA GAS SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3465 ***********************************************************************
 HW3465  DESIGNATION -  CAMP
 HW3465  PID         -  HW3465
 HW3465  STATE/COUNTY-  WV/GRANT
 HW3465  USGS QUAD   -  HOPEVILLE (1981)
 HW3465
 HW3465                         *CURRENT SURVEY CONTROL
 HW3465  ___________________________________________________________________
 HW3465* NAD 83(1995)-  38 56 28.79857(N)    079 18 15.74001(W)     ADJUSTED  
 HW3465* NAVD 88     -       472.0    (meters)    1549.     (feet)  VERTCON   
 HW3465  ___________________________________________________________________
 HW3465  LAPLACE CORR-          -8.44  (seconds)                    DEFLEC99
 HW3465  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HW3465
 HW3465  HORZ ORDER  -  THIRD
 HW3465
 HW3465.The horizontal coordinates were established by classical geodetic methods
 HW3465.and adjusted by the National Geodetic Survey in April 1998..
 HW3465
 HW3465.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3465
 HW3465.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3465
 HW3465.The geoid height was determined by GEOID03.
 HW3465
 HW3465;                    North         East     Units Scale Factor Converg.
 HW3465;SPC WV N     -    49,014.186   616,960.700   MT  1.00001161   +0 07 29.2
 HW3465;SPC WV S     -   216,820.536   747,001.050   MT  1.00001287   +1 02 53.6
 HW3465;UTM  17      - 4,311,633.209   646,953.109   MT  0.99986592   +1 03 57.4
 HW3465
 HW3465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3465!SPC WV N     -   0.99993085  x   1.00001161  =   0.99994246
 HW3465!SPC WV S     -   0.99993085  x   1.00001287  =   0.99994372
 HW3465!UTM  17      -   0.99993085  x   0.99986592  =   0.99979678
 HW3465
 HW3465:                Primary Azimuth Mark                     Grid Az
 HW3465:SPC WV N     -  CAMP AZ MK                               032 31 05.5
 HW3465:SPC WV S     -  CAMP AZ MK                               031 35 41.1
 HW3465:UTM  17      -  CAMP AZ MK                               031 34 37.3
 HW3465
 HW3465|---------------------------------------------------------------------|
 HW3465| PID    Reference Object                     Distance      Geod. Az  |
 HW3465|                                                           dddmmss.s |
 HW3465| DC3951 CAMP AZ MK                                         0323834.7 |
 HW3465| DC3952 CAMP RM 1                             3.435 METERS 04119     |
 HW3465| DC3953 CAMP RM 2                            11.672 METERS 30013     |
 HW3465|---------------------------------------------------------------------|
 HW3465
 HW3465                          SUPERSEDED SURVEY CONTROL
 HW3465
 HW3465  NAD 83(1995)-  38 56 28.80515(N)    079 18 15.74890(W) AD(       ) 3
 HW3465  NAD 83(1986)-  38 56 28.80637(N)    079 18 15.74971(W) AD(       ) 3
 HW3465  NAD 27      -  38 56 28.40740(N)    079 18 16.59310(W) AD(       ) 3
 HW3465  NGVD 29 (07/19/86)  472.1    (m)         1549.     (f) VERT ANG       
 HW3465
 HW3465.Superseded values are not recommended for survey control.
 HW3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3465.See file dsdata.txt to determine how the superseded data were derived.
 HW3465
 HW3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD4695311633(NAD 83)
 HW3465_MARKER: DS = TRIANGULATION STATION DISK
 HW3465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3465
 HW3465  HISTORY     - Date     Condition        Report By
 HW3465  HISTORY     - 1956     MONUMENTED       CGS
 HW3465
 HW3465                          STATION DESCRIPTION
 HW3465
 HW3465'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3465'THE STATION IS LOCATED AIRLINE, ABOUT 10-1/2 MILES WEST-SOUTHWEST OF
 HW3465'PETERSBURG, 8-1/2 MILES
 HW3465'NORTH-NORTHEAST OF MOUTH OF SENECA AND 2 MILES SOUTH-SOUTHWEST OF THE
 HW3465'FRED HARMAN GULF STATION AT THE
 HW3465'VICINITY OF HOPEVILLE.  IT IS ON A 10-FOOT BANK ON THE WEST
 HW3465'SIDE OF STATE HIGHWAYS 28 AND 4 AND WEST
 HW3465'ACROSS THE HIGHWAY FROM AN ABANDONED FOREST
 HW3465'SERVICE CAMP.
 HW3465'
 HW3465'THE STATION IS A STANDARD DISK STAMPED CAMP 1956 SET IN TOP OF A
 HW3465'10-INCH SQUARE CONCRETE
 HW3465'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 90 FEET
 HW3465'NORTHEAST OF A DILAPIDATED WATER
 HW3465'TANK, 60 FEET WEST OF THE CENTER LINE OF STATE HIGHWAYS 28 AND 4,
 HW3465'16.5 FEET NORTHWEST OF A LARGE OAK
 HW3465'TREE WITH A TRIANGULAR BLAZE AND 11.5 FEET WEST-NORTHWEST OF A WHITE
 HW3465'WITNESS POST.
 HW3465'
 HW3465'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CAMP NO 1 1956
 HW3465'SET IN A DRILL HOLE IN A
 HW3465'1.5 BY 2 FOOT BOULDER WHICH PROJECTS 10 INCHES ABOVE THE GROUND.  IT
 HW3465'IS 55 FEET WEST OF THE CENTER LINE
 HW3465'OF STATE HIGHWAYS 28 AND 4 AND IS 6 INCHES LOWER THAN
 HW3465'THE STATION.
 HW3465'
 HW3465'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CAMP NO 2 1956
 HW3465'SET IN A DRILL HOLE IN A
 HW3465'1.5 BY 2.5 FOOT BOULDER WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT
 HW3465'IS 28 FEET SOUTH OF THE CENTER LINE
 HW3465'OF AN EAST-WEST TRACK ROAD AND 2 FEET HIGHER THAN THE STATION.
 HW3465'
 HW3465'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CAMP 1956 SET IN A DRILL
 HW3465'HOLE IN A 1 BY 2 FOOT
 HW3465'BOULDER WHICH IS ABOUT FLUSH WITH THE GROUND.  IT IS 110 FEET EAST OF
 HW3465'THE CENTER LINE OF STATE HIGHWAYS
 HW3465'28 AND 4, 60 FEET EAST OF AN EAST-WEST FENCE LINE AND
 HW3465'18 FEET SOUTH AND 12 FEET SOUTHEAST OF TWO LONE
 HW3465'LOCUST TREES ON THE SOUTH SLOPE OF A HILL IN A PASTURE.
 HW3465'
 HW3465'TO REACH THE STATION FROM THE TRAFFIC LIGHT, WHICH IS 0.05 MILE WEST
 HW3465'OF THE POST OFFICE IN
 HW3465'PETERSBURG, GO NORTH AND WEST ON STATE HIGHWAYS 28 AND 4 FOR 10.4
 HW3465'MILES TO THE FRED HARMAN GULF
 HW3465'STATION ON THE RIGHT.  CONTINUE SOUTHERLY ON THE HIGHWAY FOR 2.0
 HW3465'MILES TO A FOREST SERVICE CAMP ON THE
 HW3465'LEFT AND REVERSE ROAD FORKS ON THE LEFT AND
 HW3465'RIGHT, AT THE SOUTH SIDE OF A HIGHWAY CUT.  TAKE THE
 HW3465'RIGHT FORK AND GO WEST FOR 0.05
 HW3465'MILE TO A REVERSE FORK ON THE RIGHT.  TURN SHARP RIGHT AND GO
 HW3465'EASTERLY FOR ABOUT 200 FEET TO A
 HW3465'LARGE OAK TREE WITH A TRIANGULAR BLAZE AND THE STATION AT THE WEST
 HW3465'EDGE OF A HIGHWAY CUT.
 HW3465'
 HW3465'TO REACH THE AZIMUTH MARK FROM APOINT ON THE HIGHWAY BELOW THE
 HW3465'STATION, GO NORTH ON
 HW3465'THE HIGHWAY FOR 0.25 MILE TO A CUT BANK ON THE RIGHT AND THE AZIMUTH
 HW3465'MARK IN A PASTURE.
 HW3465'
 HW3465'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2983 ***********************************************************************
 HX2983  DESIGNATION -  CAMPBELL USGS 1944
 HX2983  PID         -  HX2983
 HX2983  STATE/COUNTY-  WV/ROANE
 HX2983  USGS QUAD   -  KETTLE (1975)
 HX2983
 HX2983                         *CURRENT SURVEY CONTROL
 HX2983  ___________________________________________________________________
 HX2983* NAD 83(1995)-  38 33 38.68274(N)    081 23 18.47794(W)     ADJUSTED  
 HX2983* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 HX2983  ___________________________________________________________________
 HX2983  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 HX2983  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HX2983
 HX2983  HORZ ORDER  -  SECOND
 HX2983
 HX2983.The horizontal coordinates were established by classical geodetic methods
 HX2983.and adjusted by the National Geodetic Survey in April 1998..
 HX2983
 HX2983.The orthometric height was scaled from a topographic map.
 HX2983
 HX2983.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2983
 HX2983.The geoid height was determined by GEOID03.
 HX2983
 HX2983;                    North         East     Units Scale Factor Converg.
 HX2983;SPC WV S     -   173,298.431   566,143.395   MT  0.99994719   -0 14 24.5
 HX2983;UTM  17      - 4,268,105.364   466,154.992   MT  0.99961411   -0 14 31.7
 HX2983
 HX2983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2983!SPC WV S     -   0.99994310  x   0.99994719  =   0.99989029
 HX2983!UTM  17      -   0.99994310  x   0.99961411  =   0.99955723
 HX2983
 HX2983                          SUPERSEDED SURVEY CONTROL
 HX2983
 HX2983  NAD 83(1986)-  38 33 38.69035(N)    081 23 18.48462(W) AD(       ) 2
 HX2983  NAD 27      -  38 33 38.34600(N)    081 23 19.05200(W) AD(       ) 2
 HX2983
 HX2983.Superseded values are not recommended for survey control.
 HX2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2983.See file dsdata.txt to determine how the superseded data were derived.
 HX2983
 HX2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6615568105(NAD 83)
 HX2983_MARKER: V = STONE MONUMENT
 HX2983_SETTING: 0 = UNSPECIFIED SETTING
 HX2983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2983
 HX2983  HISTORY     - Date     Condition        Report By
 HX2983  HISTORY     - 1944     MONUMENTED       USGS
 HX2983
 HX2983                          STATION DESCRIPTION
 HX2983
 HX2983'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 HX2983'STATION IS LOCATED ABOUT 5-1/2 MILES DUE S OF THE VILLAGE OF WALTON,
 HX2983'ON A PROMINENT HILL
 HX2983'WITH A FEW SCATTERED TREES ON ITS SLOPE.  THE
 HX2983'TOP OF THE HILL IS BARE PASTURE
 HX2983'LAND.
 HX2983'
 HX2983'THE STONE POST IS IN POOR CONDITION.  THE MARK HAS BEEN
 HX2983'BROKEN A FEW
 HX2983'INCHES ABOVE THE GROUND AND THE DISK IS GONE.  THE
 HX2983'REMAINING STONE IS SOLID IN THE
 HX2983'GROUND AND APPARENTLY IN THE ORIGINAL
 HX2983'POSITION.
 HX2983'
 HX2983'TRIANGULATION STATION KERNS IS 4.676 METERS (15.34 FEET) DISTANT.
 HX2983'
 HX2983'TO REACH THE STATION FROM THE VILLAGE OF WALTON, GO S ON U.S.
 HX2983'HIGHWAY 119 FOR
 HX2983'3.3 MILES TO A FORK AND SERVICE STATION AT THE
 HX2983'TOP OF MT. WELCOME.  TAKE THE
 HX2983'RIGHT FORK (HARD SURFACED) AND GO
 HX2983'1.5 MILES TO A DIRT ROAD FORKING LEFT AT A
 HX2983'SCHOOL ON RIGHT,
 HX2983'TURN LEFT ON THE DIRT ROAD AND GO 0.55 MILE TO A THREE-POINT
 HX2983'FORKS.
 HX2983'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE, THEN TAKE RIGHT
 HX2983'FROK AND GO 1.8 MILES TO
 HX2983'THE HOME OF MR. CAMPBELL ON THE LEFT AND
 HX2983'THE END OF TRUCK TRAVEL.  FROM HERE PACK E
 HX2983'THROUGH A BOARD GATE,
 HX2983'THEN UPGRADE TO AN UNPAINTED BARN, THEN CONTINUE UP A STEEP
 HX2983'GRADE TO THE
 HX2983'TOP OF THE HILL AND STATION.  (TOTAL PACKING DISTANCE IS
 HX2983'0.15 MILE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1284 ***********************************************************************
 JW1284  DESIGNATION -  CANAAN LOOKOUT TOWER
 JW1284  PID         -  JW1284
 JW1284  STATE/COUNTY-  WV/TUCKER
 JW1284  USGS QUAD   -  BLACKWATER FALLS (1995)
 JW1284
 JW1284                         *CURRENT SURVEY CONTROL
 JW1284  ___________________________________________________________________
 JW1284* NAD 83(1995)-  39 05 43.20455(N)    079 26 29.04269(W)     ADJUSTED  
 JW1284* NAVD 88     -                                                        
 JW1284  ___________________________________________________________________
 JW1284  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JW1284  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 JW1284
 JW1284  HORZ ORDER  -  THIRD
 JW1284
 JW1284.The horizontal coordinates were established by classical geodetic methods
 JW1284.and adjusted by the National Geodetic Survey in April 1998..
 JW1284
 JW1284
 JW1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1284
 JW1284.The geoid height was determined by GEOID03.
 JW1284
 JW1284;                    North         East     Units Scale Factor Converg.
 JW1284;SPC WV N     -    66,093.942   605,069.339   MT  0.99998334   +0 02 14.5
 JW1284;SPC WV S     -   233,706.729   734,835.142   MT  1.00005206   +0 57 48.7
 JW1284;UTM  17      - 4,328,512.277   634,783.985   MT  0.99982369   +0 58 58.9
 JW1284
 JW1284                          SUPERSEDED SURVEY CONTROL
 JW1284
 JW1284  NAD 83(1995)-  39 05 43.21335(N)    079 26 29.05344(W) AD(       ) 4
 JW1284  NAD 83(1986)-  39 05 43.21416(N)    079 26 29.05430(W) AD(       ) 4
 JW1284  NAD 27      -  39 05 42.81800(N)    079 26 29.87100(W) AD(       ) 3
 JW1284
 JW1284.Superseded values are not recommended for survey control.
 JW1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1284.See file dsdata.txt to determine how the superseded data were derived.
 JW1284
 JW1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD3478428512(NAD 83)
 JW1284_MARKER: 57 = LOOKOUT TOWER
 JW1284
 JW1284  HISTORY     - Date     Condition        Report By
 JW1284  HISTORY     - 1941     FIRST OBSERVED   CGS
 JW1284
 JW1284                          STATION DESCRIPTION
 JW1284
 JW1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1284'THIS INTERSECTION STATION IS THE LOOKOUT TOWER ON TOP OF CANAAN
 JW1284'MOUNTAIN LOCATED
 JW1284'ABOUT 3 MILES SSE OF THE TOWN OF DAVIS, WEST VIRGINIA.  IT
 JW1284'IS A SQUARE, GLASS
 JW1284'ENCLOSED CABIN, ABOUT 20 FEET HIGH, WITH PYRAMIDAL
 JW1284'ROOF, RESTING ON THE GROUND.  THE
 JW1284'APEX OF THE ROOF WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3045 ***********************************************************************
 HX3045  DESIGNATION -  CAPITOL
 HX3045  PID         -  HX3045
 HX3045  STATE/COUNTY-  WV/KANAWHA
 HX3045  USGS QUAD   -  CHARLESTON EAST (1976)
 HX3045
 HX3045                         *CURRENT SURVEY CONTROL
 HX3045  ___________________________________________________________________
 HX3045* NAD 83(1995)-  38 20 10.24919(N)    081 36 44.14890(W)     ADJUSTED  
 HX3045* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 HX3045  ___________________________________________________________________
 HX3045  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 HX3045  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HX3045
 HX3045  HORZ ORDER  -  SECOND
 HX3045
 HX3045.The horizontal coordinates were established by classical geodetic methods
 HX3045.and adjusted by the National Geodetic Survey in April 1998..
 HX3045
 HX3045.The orthometric height was scaled from a topographic map.
 HX3045
 HX3045.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3045
 HX3045.The geoid height was determined by GEOID03.
 HX3045
 HX3045;                    North         East     Units Scale Factor Converg.
 HX3045;SPC WV S     -   148,478.029   546,473.984   MT  0.99992917   -0 22 42.6
 HX3045;UTM  17      - 4,243,293.336   446,490.978   MT  0.99963526   -0 22 47.2
 HX3045
 HX3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3045!SPC WV S     -   0.99997618  x   0.99992917  =   0.99990535
 HX3045!UTM  17      -   0.99997618  x   0.99963526  =   0.99961144
 HX3045
 HX3045|---------------------------------------------------------------------|
 HX3045| PID    Reference Object                     Distance      Geod. Az  |
 HX3045|                                                           dddmmss.s |
 HX3045| DC3954 CAPITOL RM 1                          5.770 METERS 08301     |
 HX3045| DC3955 CAPITOL RM 2                          4.203 METERS 26346     |
 HX3045| HX3087 CHARLESTON S HILLS MUN TANK         APPROX. 2.9 KM 2855000.8 |
 HX3045|---------------------------------------------------------------------|
 HX3045
 HX3045                          SUPERSEDED SURVEY CONTROL
 HX3045
 HX3045  NAD 83(1995)-  38 20 10.25670(N)    081 36 44.15411(W) AD(       ) 2
 HX3045  NAD 83(1986)-  38 20 10.25730(N)    081 36 44.15518(W) AD(       ) 2
 HX3045  NAD 27      -  38 20 09.90600(N)    081 36 44.71200(W) AD(       ) 2
 HX3045
 HX3045.Superseded values are not recommended for survey control.
 HX3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3045.See file dsdata.txt to determine how the superseded data were derived.
 HX3045
 HX3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4649143293(NAD 83)
 HX3045_MARKER: DS = TRIANGULATION STATION DISK
 HX3045_SETTING: 0 = UNSPECIFIED SETTING
 HX3045
 HX3045  HISTORY     - Date     Condition        Report By
 HX3045  HISTORY     - 1944     MONUMENTED       CGS
 HX3045  HISTORY     - 1956     MARK NOT FOUND   USGS
 HX3045  HISTORY     - 1957     MARK NOT FOUND   USGS
 HX3045  HISTORY     - 1973     MARK NOT FOUND   NGS
 HX3045
 HX3045                          STATION DESCRIPTION
 HX3045
 HX3045'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3045'STATION IS LOCATED
 HX3045'IN THE CITY OF
 HX3045'CHARLESTON, AT THE STATE CAPITOL.  MARK
 HX3045'IS SET FLUSH IN THE TILE WALK
 HX3045'BELOW THE BASE OF THE DOME AND IS
 HX3045'STAMPED CAPITOL 1944.
 HX3045'
 HX3045'REFERENCE MARK 1 IS SET FLUSH IN THE CONCRETE RAILING WHICH
 HX3045'SURROUNDS THE BASE
 HX3045'OF THE DOME.  IT IS STAMPED CAPITOL NO 1 1944.
 HX3045'
 HX3045'REFERENCE MARK 2 IS SET FLUSH IN THE CONCRETE RAILING WHICH
 HX3045'SURROUNDS THE BASE
 HX3045'OF THE DOME.  IT IS STAMPED CAPITOL NO 2 1944.
 HX3045'
 HX3045'AZIMUTH MARK FOR THIS STATION IS THE LOUDEN HEIGHTS WATER
 HX3045'TANK.
 HX3045'
 HX3045'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 HX3045
 HX3045                          STATION RECOVERY (1956)
 HX3045
 HX3045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HX3045'STATION DESTROYED.
 HX3045
 HX3045                          STATION RECOVERY (1957)
 HX3045
 HX3045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HX3045'STATION DESTROYED.  TABLET FOUND LYING ON WALK AT BASE OF CAPITOL
 HX3045'DOME.  TILE WALK DESCRIBED
 HX3045'HAS BEEN GRAVELED AND TARRED.
 HX3045'
 HX3045'REFERENCE MARKS ARE OKAY.
 HX3045
 HX3045                          STATION RECOVERY (1973)
 HX3045
 HX3045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 HX3045'THE STATION DISK WAS FOUND DESTROYED.  BOTH REFERENCE MARKS WERE
 HX3045'RECOVERED IN GOOD CONDITION.  AN ATTEMPT WAS MADE TO RE-ESTABLISH
 HX3045'THE STATION DISK.  THE DISTANCES TO THE REFERENCE MARKS WOULD NOT
 HX3045'AGREE WITH THE DIRECTIONS THEREFOR AT THIS DATE THE STATION COULD
 HX3045'NOT BE RESTABLISHED.
 HX3045'
 HX3045'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON CAPITOL DOME IN
 HX3045'CHARLESTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1977 ***********************************************************************
 JX1977  DESIGNATION -  CARNEY
 JX1977  PID         -  JX1977
 JX1977  STATE/COUNTY-  WV/MARSHALL
 JX1977  USGS QUAD   -  GLEN EASTON (1976)
 JX1977
 JX1977                         *CURRENT SURVEY CONTROL
 JX1977  ___________________________________________________________________
 JX1977* NAD 83(1995)-  39 49 54.86960(N)    080 43 16.56566(W)     ADJUSTED  
 JX1977* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 JX1977  ___________________________________________________________________
 JX1977  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 JX1977  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JX1977
 JX1977  HORZ ORDER  -  THIRD
 JX1977
 JX1977.The horizontal coordinates were established by classical geodetic methods
 JX1977.and adjusted by the National Geodetic Survey in April 1998..
 JX1977
 JX1977.The orthometric height was scaled from a topographic map.
 JX1977
 JX1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1977
 JX1977.The geoid height was determined by GEOID03.
 JX1977
 JX1977;                    North         East     Units Scale Factor Converg.
 JX1977;SPC WV N     -   148,576.483   495,464.670   MT  0.99994718   -0 46 44.0
 JX1977;UTM  17      - 4,409,138.107   523,850.713   MT  0.99960700   +0 10 42.7
 JX1977
 JX1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1977!SPC WV N     -   0.99993721  x   0.99994718  =   0.99988439
 JX1977!UTM  17      -   0.99993721  x   0.99960700  =   0.99954423
 JX1977
 JX1977:                Primary Azimuth Mark                     Grid Az
 JX1977:SPC WV N     -  LIMESTONE RAD STA KQB 273 MAST           018 09 03.9
 JX1977:UTM  17      -  LIMESTONE RAD STA KQB 273 MAST           017 11 37.2
 JX1977
 JX1977|---------------------------------------------------------------------|
 JX1977| PID    Reference Object                     Distance      Geod. Az  |
 JX1977|                                                           dddmmss.s |
 JX1977| JX1989 LIMESTONE RAD STA KQB 273 MAST      APPROX.13.0 KM 0172219.9 |
 JX1977| CX3380 CARNEY RM 1                          77.715 METERS 05000     |
 JX1977| CX3381 CARNEY RM 2                          93.058 METERS 17401     |
 JX1977| JX2061 CLARINGTON RADIO KHQ 38 TOWER       APPROX.15.1 KM 2515742.0 |
 JX1977| JX2057 SWITZER RADIO STA KQC 369 MAST      APPROX.13.2 KM 2722310.4 |
 JX1977| CX3379 CARNEY AZ MK                                       3035052.6 |
 JX1977|---------------------------------------------------------------------|
 JX1977
 JX1977                          SUPERSEDED SURVEY CONTROL
 JX1977
 JX1977  NAD 83(1986)-  39 49 54.87716(N)    080 43 16.57268(W) AD(       ) 3
 JX1977  NAD 27      -  39 49 54.59990(N)    080 43 17.26100(W) AD(       ) 3
 JX1977
 JX1977.Superseded values are not recommended for survey control.
 JX1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1977.See file dsdata.txt to determine how the superseded data were derived.
 JX1977
 JX1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2385109138(NAD 83)
 JX1977_MARKER: DS = TRIANGULATION STATION DISK
 JX1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1977_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1977
 JX1977  HISTORY     - Date     Condition        Report By
 JX1977  HISTORY     - 1963     MONUMENTED       CGS
 JX1977
 JX1977                          STATION DESCRIPTION
 JX1977
 JX1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1977'NO MEASUREMENT BETWEEN R.M.S BECAUSE OF DIFFERENCE IN ELEVATION.
 JX1977'
 JX1977'THE STATION IS LOCATED ON A HIGH ROUND TOP HILL THAT IS CULTIVATED,
 JX1977'ABOUT 8-1/4 MILES WEST OF
 JX1977'CAMERON, 6-1/4 MILES SOUTH OF MOUNDSVILLE AND IT IS 305 FEET NORTH OF
 JX1977'A FENCE CORNER, 145 FEET WEST OF
 JX1977'THE CENTERLINE OF A PAVED ROAD AND ON THE PROPERTY OF
 JX1977'RM. M.G. CARNERY.  THE MONUMENT IS UNDER-GROUND
 JX1977'18 INCHES AND THE DISK IS STAMPED CARNEY
 JX1977'1963.
 JX1977'
 JX1977'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 250, 2 AND
 JX1977'88 IN MOUNDSVILLE, GO SOUTH ON
 JX1977'HIGHWAY 2 FOR 1.15 MILES TO BRIDGE OVER GRAVE CREEK.  CONTINUE SOUTH
 JX1977'FOR 0.05 MILE TO RUPERTS RIDGE
 JX1977'ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.05 TO FORK.  TURN
 JX1977'LEFT ON LEFT FORK AND GO EASTERLY FOR 1.45 MILES
 JX1977'TO A SIDE ROAD RIGHT.  CONTINUE EASTERLY
 JX1977'ON PAVED ROAD FOR 1.05 MILE TO A SIDE ROAD RIGHT.  CONTINUE AHEAD
 JX1977'EASTERLY FOR 2.25 MILES TO A
 JX1977'FORK.  TURN LEFT AND GO EASTERLY FOR 0.9 MILE TO THE AZIMUTH MARK ON
 JX1977'THE LEFT.  CONTINUE EAST ON
 JX1977'PAVED ROAD FOR 1.5 MILES TO AN ENTRANCE TO A CULTIVATED FIELD.
 JX1977'THE STATION IS ABOUT 250 FEET WESTERLY AT
 JX1977'TOP OF HILL.
 JX1977'
 JX1977'REFERENCE MARK 1 IS 2 FEET SOUTH OF A TELEPHONE POLE, 32 FEET SOUTH
 JX1977'OF THE CENTERLINE OF THE PAVED
 JX1977'ROAD AND 8 FEET EAST OF THE EAST EDGE OF ROAD EMBANKMENT.  THE
 JX1977'MONUMENT PROJECTS 2 INCHES AND
 JX1977'THE DISK IS STAMPED CARNEY NO 1 1963.
 JX1977'
 JX1977'REFERENCE MARK 2 IS 2 FEET NORTHEAST OF WIRE FENCE AND WITNESS POST
 JX1977'AND 42 FEET NORTHWEST OF THE
 JX1977'CENTERLINE OF THE PAVED ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE
 JX1977'DISK IS STAMPED CARNEY NO 2 1963.
 JX1977'
 JX1977'THE AZIMUTH MARK IS 1 FOOT EAST OF A TELEPHONE POLE, 2 FEET EAST OF
 JX1977'WITNESS POST AND 18 FEET
 JX1977'NORTH OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT PROJECTS 2
 JX1977'INCHES AND THE DISK IS STAMPED
 JX1977'CARNEY 1963.
 JX1977'
 JX1977'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0073 ***********************************************************************
 HX0073  DESIGNATION -  CARR
 HX0073  PID         -  HX0073
 HX0073  STATE/COUNTY-  WV/RANDOLPH
 HX0073  USGS QUAD   -  ADOLPH (1995)
 HX0073
 HX0073                         *CURRENT SURVEY CONTROL
 HX0073  ___________________________________________________________________
 HX0073* NAD 83(1995)-  38 40 07.48782(N)    080 00 29.83115(W)     ADJUSTED  
 HX0073* NAVD 88     -       646.670  (meters)    2121.62   (feet)  ADJUSTED  
 HX0073  ___________________________________________________________________
 HX0073  X           -     865,250.228 (meters)                     COMP
 HX0073  Y           -  -4,911,231.277 (meters)                     COMP
 HX0073  Z           -   3,964,057.129 (meters)                     COMP
 HX0073  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 HX0073  ELLIP HEIGHT-         616.17  (meters)          (04/01/98) GPS OBS
 HX0073  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HX0073  DYNAMIC HT  -         646.186 (meters)    2120.03  (feet)  COMP
 HX0073  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 HX0073
 HX0073  HORZ ORDER  -  THIRD
 HX0073  VERT ORDER  -  FIRST     CLASS II
 HX0073  ELLP ORDER  -  FOURTH    CLASS I
 HX0073
 HX0073.The horizontal coordinates were established by classical geodetic methods
 HX0073.and adjusted by the National Geodetic Survey in April 1998..
 HX0073
 HX0073.The orthometric height was determined by differential leveling
 HX0073.and adjusted by the National Geodetic Survey in June 1991..
 HX0073.WARNING-Repeat measurements at this control monument indicate possible
 HX0073.vertical movement.
 HX0073
 HX0073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX0073
 HX0073.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX0073
 HX0073.The ellipsoidal height was determined by GPS observations
 HX0073.and is referenced to NAD 83.
 HX0073
 HX0073.The geoid height was determined by GEOID03.
 HX0073
 HX0073.The dynamic height is computed by dividing the NAVD 88
 HX0073.geopotential number by the normal gravity value computed on the
 HX0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0073.degrees latitude (g = 980.6199 gals.).
 HX0073
 HX0073.The modeled gravity was interpolated from observed gravity values.
 HX0073
 HX0073;                    North         East     Units Scale Factor Converg.
 HX0073;SPC WV S     -   185,677.692   686,302.723   MT  0.99996133   +0 36 47.1
 HX0073;UTM  17      - 4,280,484.627   586,274.139   MT  0.99969166   +0 37 10.8
 HX0073
 HX0073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX0073!SPC WV S     -   0.99990333  x   0.99996133  =   0.99986466
 HX0073!UTM  17      -   0.99990333  x   0.99969166  =   0.99959502
 HX0073
 HX0073:                Primary Azimuth Mark                     Grid Az
 HX0073:SPC WV S     -  CARR AZ MK                               169 46 56.8
 HX0073:UTM  17      -  CARR AZ MK                               169 46 33.1
 HX0073
 HX0073|---------------------------------------------------------------------|
 HX0073| PID    Reference Object                     Distance      Geod. Az  |
 HX0073|                                                           dddmmss.s |
 HX0073| HX0070 CARR AZ MK                                         1702343.9 |
 HX0073| HX0072 CARR RM 1                            10.677 METERS 21426     |
 HX0073| HX0074 CARR RM 2                            10.409 METERS 35500     |
 HX0073|---------------------------------------------------------------------|
 HX0073
 HX0073                          SUPERSEDED SURVEY CONTROL
 HX0073
 HX0073  ELLIP H (01/27/92)  616.20   (m)                       GP(       ) 4 1
 HX0073  NAD 83(1986)-  38 40 07.49478(N)    080 00 29.84724(W) AD(       ) 3
 HX0073  NAD 27      -  38 40 07.10070(N)    080 00 30.59710(W) AD(       ) 3
 HX0073  NGVD 29 (??/??/92)  646.818  (m)         2122.10   (f) ADJ UNCH    1 2
 HX0073
 HX0073.Superseded values are not recommended for survey control.
 HX0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0073.See file dsdata.txt to determine how the superseded data were derived.
 HX0073
 HX0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC8627480485(NAD 83)
 HX0073_MARKER: DS = TRIANGULATION STATION DISK
 HX0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0073_STAMPING: CARR 1957
 HX0073_MARK LOGO: CGS   
 HX0073_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0073+STABILITY: SURFACE MOTION
 HX0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX0073+SATELLITE: SATELLITE OBSERVATIONS - 1987
 HX0073
 HX0073  HISTORY     - Date     Condition        Report By
 HX0073  HISTORY     - 1957     MONUMENTED       CGS
 HX0073  HISTORY     - 1962     GOOD             CGS
 HX0073  HISTORY     - 1962     GOOD             NGS
 HX0073  HISTORY     - 1983     GOOD             NGS
 HX0073  HISTORY     - 1987     GOOD             NGS
 HX0073
 HX0073                          STATION DESCRIPTION
 HX0073
 HX0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HX0073'THE STATION IS APPROXIMATELY 8.5 MILES NORTH OF VALLEY HEAD, 3.5
 HX0073'MILES SOUTH-SOUTHWEST OF
 HX0073'HUTTONSVILLE ON THE WEST SIDE OF U. S. HIGHWAY 219 AND ON PROPERTY
 HX0073'OWNED BY MR. JOHN CARR.
 HX0073'
 HX0073'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 219 AND U. S. HIGHWAY 250
 HX0073'IN HUTTONSVILLE, GO
 HX0073'SOUTH-SOUTHWEST ON U. S. HIGHWAY 219 FOR 3.7 MILES TO A DRIVEWAY
 HX0073'RIGHT AT A GATE AND THE STATION ON  THE RIGHT.
 HX0073'
 HX0073'STATION MARKS ARE STANDARD DISKS STAMPED CARR 1957.  THE SURFACE DISK
 HX0073'IS SET IN A ROUND CONCRETE
 HX0073'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 70.3 FEET
 HX0073'NORTH OF THE NORTH EDGE OF A
 HX0073'CULVERT UNDER HIGHWAY, 23.2 FEET WEST OF THE CENTER LINE
 HX0073'OF U. S. HIGHWAY 219, 18 FEET NORTH OF THE
 HX0073'CENTER OF THE DRIVEWAY AND 3 FEET WEST OF
 HX0073'THE FENCE LINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HX0073'MASS OF CONCRETE 34 INCHES BELOW THE
 HX0073'SURFACE OF THE GROUND.
 HX0073'
 HX0073'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CARR NO 1 1957, IS SET
 HX0073'IN A SQUARE CONCRETE
 HX0073'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 47-1/2
 HX0073'FEET WEST OF THE CENTER LINE OF U.
 HX0073'S. HIGHWAY 219, 18 FEET NORTH OF THE NORTH BANK OF A
 HX0073'SMALL STREAM AND 12 FEET SOUTH OF THE CENTER OF A DRIVEWAY.
 HX0073'
 HX0073'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CARR NO 2 1957, IS SET
 HX0073'IN A SQUARE CONCRETE
 HX0073'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 53 FEET
 HX0073'NORTH OF THE CENTER OF A DRIVEWAY,
 HX0073'21 FEET WEST OF THE CENTER LINE OF U. S. HIGHWAY
 HX0073'219 AND 1-1/2 FEET WEST OF A FENCE LINE.
 HX0073'
 HX0073'AZIMUTH MARK IS A STANDARD DISK STAMPED CARR 1957, SET IN A SQUARE
 HX0073'CONCRETE POST WHICH
 HX0073'PROJECTS 6 INCHES.  IT IS 21 FEET WEST OF THE CENTER LINE OF U. S.
 HX0073'HIGHWAY 219, 15 FEET SOUTH OF THE
 HX0073'SOUTH END OF A CULVERT UNDER THE HIGHWAY AND 2 FEET EAST
 HX0073'OF A FENCE LINE.  A STANDARD WITNESS POST
 HX0073'WAS SET 2 FEET EAST OF THE MARK.
 HX0073'
 HX0073'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U. S. HIGHWAY
 HX0073'219 FOR 0.45 MILE TO THE
 HX0073'AZIMUTH MARK ON THE RIGHT.
 HX0073'
 HX0073'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
 HX0073
 HX0073                          STATION RECOVERY (1962)
 HX0073
 HX0073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 HX0073'ABOUT 3.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE JUNCTION
 HX0073'OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, AT THE CREST OF A
 HX0073'SMALL HILL, IN A FIELD OWNED BY MR. JOHN CARR, 24 FEET WEST OF
 HX0073'CENTER LINE OF HIGHWAY, 4 FEET WEST OF FENCE LINE, 5 FEET WEST OF A
 HX0073'STEEL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 HX0073'GROUND.
 HX0073'
 HX0073'CARR RM 1--35 FEET SOUTHWEST OF TRIANGULATION STATION CARR 1957
 HX0073'DESCRIBED, 45 FEET WEST OF CENTER LINE OF HIGHWAY, 36 FEET
 HX0073'NORTHEAST OF A 24 INCH WALNUT TREE, A REFERENCE MARK DISK, STAMPED
 HX0073'CARR NO 1 1957, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 HX0073'GROUND.
 HX0073'
 HX0073'CARR RM 2--34 FEET NORTH OF TRIANGULATION STATION CARR 1957
 HX0073'DESCRIBED, 22 FEET WEST OF CENTER LINE OF HIGHWAY, 1-1/2 FEET WEST
 HX0073'OF FENCE LINE, A REFERENCE MARK DISK, STAMPED CARR NO 2 1957, AND
 HX0073'SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 HX0073'
 HX0073'THE AZIMUTH MARK IS
 HX0073'ABOUT 3.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE JUNCTION
 HX0073'OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, ON THE OUTSIDE OF A
 HX0073'CURVE WITH TANGENTS EXTENDING NORTHEAST AND SOUTHEAST, 18 FEET WEST
 HX0073'OF CENTER LINE OF HIGHWAY, 15 FEET SOUTH OF A PIPE CULVERT, 2 FEET
 HX0073'EAST OF A FENCE, ABOUT 120 YARDS SOUTHWEST OF FARM HOUSE, 1.5
 HX0073'FEET SOUTHEAST OF A STEEL WITNESS POST, AND SET IN THE TOP OF A
 HX0073'CONCRETE POST PROJECTING 5 INCHES.
 HX0073'
 HX0073'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.55 MILES SOUTHWEST.
 HX0073
 HX0073                          STATION RECOVERY (1962)
 HX0073
 HX0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX0073'3.6 MI SW FROM HUTTONSVILLE.
 HX0073'ABOUT 3.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE
 HX0073'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, AT THE
 HX0073'CREST OF A SMALL HILL, IN A FIELD OWNED BY MR. JOHN CARR, 24 FEET
 HX0073'WEST OF CENTER LINE OF HIGHWAY, 4 FEET WEST OF FENCE LINE, 5
 HX0073'FEET WEST OF A STEEL WITNESS POST, AND SET IN THE TOP OF A
 HX0073'CONCRETE POST FLUSH WITH GROUND.
 HX0073
 HX0073                          STATION RECOVERY (1983)
 HX0073
 HX0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0073'RECOVERED IN GOOD CONDITION.
 HX0073
 HX0073                          STATION RECOVERY (1987)
 HX0073
 HX0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 HX0073'THE STATION WAS RECOVERED AT THIS DATE.
 HX0073'REFERENCE MARKS RECOVERED BUT NOT DESCRIBED.
 HX0073'
 HX0073'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 HX0073'SOUTHWEST OF HUTTONSVILLE, ON THE INSIDE OF A FENCE CORNER ALONG
 HX0073'THE HIGHWAY.
 HX0073'OWNERSHIP--UNKOWN.
 HX0073'
 HX0073'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 219 AND 250,
 HX0073'AND STATE HIGHWAYS 55 AND 92 IN HUTTONSVILLE, GO SOUTHWEST FOR 4.0
 HX0073'KM (2.5 MI) ON HIGHWAY 219 TO A PAVED ROAD ON THE LEFT (BECKYS
 HX0073'CREEK ROAD).
 HX0073'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 HX0073'1.7 KM (1.05 MI) ON HIGHWAY 219 TO A LOCKED METAL GATE ON THE RIGHT
 HX0073'AT AN INDENTATION IN THE FENCE LINE (LANE LEADS TO A WHITE FRAME
 HX0073'HOUSE AND A MAIL POUCH BARN), AND THE STATION ON THE RIGHT.
 HX0073'
 HX0073'THE STATION IS A STANDARD CGS DISK
 HX0073'STAMPED---CARR 1957---,
 HX0073'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HX0073'32 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 HX0073'7.3 METERS (24.0 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 HX0073'6.0 METERS (19.7 FT) NORTH FROM THE CENTER OF THE LANE,
 HX0073'5.5 METERS (18.0 FT) EAST-NORTHEAST FROM THE NORTH GATE POST,
 HX0073'1.7 METERS (5.6 FT) NORTHWEST FROM A FENCE CORNER POST, AND
 HX0073'1.8 METERS (5.9 FT) WEST FROM A METAL WITNESS POST.
 HX0073'
 HX0073'DESCRIBED BY G. R. HEID, TYPED BY C. L. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0070 ***********************************************************************
 HX0070  DESIGNATION -  CARR AZ MK
 HX0070  PID         -  HX0070
 HX0070  STATE/COUNTY-  WV/RANDOLPH
 HX0070  USGS QUAD   -  ADOLPH (1995)
 HX0070
 HX0070                         *CURRENT SURVEY CONTROL
 HX0070  ___________________________________________________________________
 HX0070* NAD 83(1986)-  38 39 42.     (N)    080 00 25.     (W)     SCALED    
 HX0070* NAVD 88     -       638.496  (meters)    2094.80   (feet)  ADJUSTED  
 HX0070  ___________________________________________________________________
 HX0070  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HX0070  DYNAMIC HT  -         638.016 (meters)    2093.22  (feet)  COMP
 HX0070  MODELED GRAV-     979,855.7   (mgal)                       NAVD 88
 HX0070
 HX0070  VERT ORDER  -  FIRST     CLASS II
 HX0070
 HX0070.The horizontal coordinates were scaled from a topographic map and have
 HX0070.an estimated accuracy of +/- 6 seconds.
 HX0070
 HX0070.The orthometric height was determined by differential leveling
 HX0070.and adjusted by the National Geodetic Survey in June 1991..
 HX0070
 HX0070.The geoid height was determined by GEOID03.
 HX0070
 HX0070.The dynamic height is computed by dividing the NAVD 88
 HX0070.geopotential number by the normal gravity value computed on the
 HX0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0070.degrees latitude (g = 980.6199 gals.).
 HX0070
 HX0070.The modeled gravity was interpolated from observed gravity values.
 HX0070
 HX0070;                    North         East    Units  Estimated Accuracy
 HX0070;SPC WV S     -   184,890.      686,430.      MT  (+/- 180 meters Scaled)
 HX0070
 HX0070                          SUPERSEDED SURVEY CONTROL
 HX0070
 HX0070  NGVD 29 (??/??/92)  638.638  (m)         2095.26   (f) ADJ UNCH    1 2
 HX0070
 HX0070.Superseded values are not recommended for survey control.
 HX0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0070.See file dsdata.txt to determine how the superseded data were derived.
 HX0070
 HX0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC863797(NAD 83)
 HX0070_MARKER: DZ = AZIMUTH MARK DISK
 HX0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0070_STAMPING: CARR 1957
 HX0070_MARK LOGO: CGS   
 HX0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0070+STABILITY: SURFACE MOTION
 HX0070
 HX0070  HISTORY     - Date     Condition        Report By
 HX0070  HISTORY     - 1957     MONUMENTED       CGS
 HX0070  HISTORY     - 1962     GOOD             NGS
 HX0070  HISTORY     - 1983     GOOD             NGS
 HX0070
 HX0070                          STATION DESCRIPTION
 HX0070
 HX0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0070'4 MI SW FROM HUTTONSVILLE.
 HX0070'ABOUT 3.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE
 HX0070'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, ON THE
 HX0070'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 HX0070'SOUTHEAST, 18 FEET WEST OF CENTER LINE OF HIGHWAY, 15 FEET
 HX0070'SOUTH OF A PIPE CULVERT, 2 FEET EAST OF A FENCE, ABOUT 120
 HX0070'YARDS SOUTHWEST OF FARM HOUSE, 1.5 FEET SOUTHEAST OF A STEEL
 HX0070'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX0070'5 INCHES.
 HX0070
 HX0070                          STATION RECOVERY (1983)
 HX0070
 HX0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0072 ***********************************************************************
 HX0072  DESIGNATION -  CARR RM 1
 HX0072  PID         -  HX0072
 HX0072  STATE/COUNTY-  WV/RANDOLPH
 HX0072  USGS QUAD   -  ADOLPH (1995)
 HX0072
 HX0072                         *CURRENT SURVEY CONTROL
 HX0072  ___________________________________________________________________
 HX0072* NAD 83(1986)-  38 40 07.     (N)    080 00 30.     (W)     SCALED    
 HX0072* NAVD 88     -       646.834  (meters)    2122.15   (feet)  ADJUSTED  
 HX0072  ___________________________________________________________________
 HX0072  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HX0072  DYNAMIC HT  -         646.350 (meters)    2120.57  (feet)  COMP
 HX0072  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 HX0072
 HX0072  VERT ORDER  -  SECOND    CLASS 0
 HX0072
 HX0072.The horizontal coordinates were scaled from a topographic map and have
 HX0072.an estimated accuracy of +/- 6 seconds.
 HX0072
 HX0072.The orthometric height was determined by differential leveling
 HX0072.and adjusted by the National Geodetic Survey in June 1991..
 HX0072
 HX0072.The geoid height was determined by GEOID03.
 HX0072
 HX0072.The dynamic height is computed by dividing the NAVD 88
 HX0072.geopotential number by the normal gravity value computed on the
 HX0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0072.degrees latitude (g = 980.6199 gals.).
 HX0072
 HX0072.The modeled gravity was interpolated from observed gravity values.
 HX0072
 HX0072;                    North         East    Units  Estimated Accuracy
 HX0072;SPC WV S     -   185,660.      686,300.      MT  (+/- 180 meters Scaled)
 HX0072
 HX0072                          SUPERSEDED SURVEY CONTROL
 HX0072
 HX0072  NGVD 29 (??/??/92)  646.979  (m)         2122.63   (f) ADJ UNCH    2 0
 HX0072
 HX0072.Superseded values are not recommended for survey control.
 HX0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0072.See file dsdata.txt to determine how the superseded data were derived.
 HX0072
 HX0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC862804(NAD 83)
 HX0072_MARKER: DR = REFERENCE MARK DISK
 HX0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0072_STAMPING: CARR NO 1 1957
 HX0072_MARK LOGO: CGS   
 HX0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0072+STABILITY: SURFACE MOTION
 HX0072
 HX0072  HISTORY     - Date     Condition        Report By
 HX0072  HISTORY     - 1957     MONUMENTED       CGS
 HX0072  HISTORY     - 1962     GOOD             NGS
 HX0072  HISTORY     - 1983     GOOD             NGS
 HX0072
 HX0072                          STATION DESCRIPTION
 HX0072
 HX0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0072'3.6 MI SW FROM HUTTONSVILLE.
 HX0072'ABOUT 3.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE
 HX0072'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, AT THE
 HX0072'CREST OF A SMALL HILL IN A FIELD OWNED BY MR. JOHN CARR, 35
 HX0072'FEET SOUTHWEST OF TRIANGULATION STATION CARR 1957 DESCRIBED,
 HX0072'45 FEET WEST OF CENTERLINE OF HIGHWAY, 36 FEET NORTHEAST OF A
 HX0072'24 INCH WALNUT TREE, AND SET IN THE TOP OF A CONCRETE POST
 HX0072'FLUSH WITH THE GROUND.
 HX0072
 HX0072                          STATION RECOVERY (1983)
 HX0072
 HX0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0072'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0074 ***********************************************************************
 HX0074  DESIGNATION -  CARR RM 2
 HX0074  PID         -  HX0074
 HX0074  STATE/COUNTY-  WV/RANDOLPH
 HX0074  USGS QUAD   -  ADOLPH (1995)
 HX0074
 HX0074                         *CURRENT SURVEY CONTROL
 HX0074  ___________________________________________________________________
 HX0074* NAD 83(1986)-  38 40 07.     (N)    080 00 30.     (W)     SCALED    
 HX0074* NAVD 88     -       646.967  (meters)    2122.59   (feet)  ADJUSTED  
 HX0074  ___________________________________________________________________
 HX0074  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HX0074  DYNAMIC HT  -         646.483 (meters)    2121.00  (feet)  COMP
 HX0074  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 HX0074
 HX0074  VERT ORDER  -  SECOND    CLASS 0
 HX0074
 HX0074.The horizontal coordinates were scaled from a topographic map and have
 HX0074.an estimated accuracy of +/- 6 seconds.
 HX0074
 HX0074.The orthometric height was determined by differential leveling
 HX0074.and adjusted by the National Geodetic Survey in June 1991..
 HX0074
 HX0074.The geoid height was determined by GEOID03.
 HX0074
 HX0074.The dynamic height is computed by dividing the NAVD 88
 HX0074.geopotential number by the normal gravity value computed on the
 HX0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0074.degrees latitude (g = 980.6199 gals.).
 HX0074
 HX0074.The modeled gravity was interpolated from observed gravity values.
 HX0074
 HX0074;                    North         East    Units  Estimated Accuracy
 HX0074;SPC WV S     -   185,660.      686,300.      MT  (+/- 180 meters Scaled)
 HX0074
 HX0074                          SUPERSEDED SURVEY CONTROL
 HX0074
 HX0074  NGVD 29 (??/??/92)  647.111  (m)         2123.06   (f) ADJ UNCH    2 0
 HX0074
 HX0074.Superseded values are not recommended for survey control.
 HX0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0074.See file dsdata.txt to determine how the superseded data were derived.
 HX0074
 HX0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC862804(NAD 83)
 HX0074_MARKER: DR = REFERENCE MARK DISK
 HX0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0074_STAMPING: CARR NO 2 1957
 HX0074_MARK LOGO: CGS   
 HX0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0074+STABILITY: SURFACE MOTION
 HX0074
 HX0074  HISTORY     - Date     Condition        Report By
 HX0074  HISTORY     - 1957     MONUMENTED       CGS
 HX0074  HISTORY     - 1962     GOOD             NGS
 HX0074  HISTORY     - 1983     GOOD             NGS
 HX0074
 HX0074                          STATION DESCRIPTION
 HX0074
 HX0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0074'3.6 MI SW FROM HUTTONSVILLE.
 HX0074'ABOUT 3.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE
 HX0074'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, AT THE
 HX0074'CREST OF A SMALL HILL, IN A FIELD OWNED BY MR. JOHN CARR, 34
 HX0074'FEET NORTH OF TRIANGULATION STATION CARR 1957 DESCRIBED, 22
 HX0074'FEET WEST OF CENTERLINE OF HIGHWAY, 1 1/2 FEET WEST OF FENCE
 HX0074'LINE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HX0074'GROUND.
 HX0074
 HX0074                          STATION RECOVERY (1983)
 HX0074
 HX0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0074'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1134 ***********************************************************************
 JX1134  DESIGNATION -  CARY
 JX1134  PID         -  JX1134
 JX1134  STATE/COUNTY-  WV/WOOD
 JX1134  USGS QUAD   -  LUBECK (1994)
 JX1134
 JX1134                         *CURRENT SURVEY CONTROL
 JX1134  ___________________________________________________________________
 JX1134* NAD 83(1986)-  39 12 08.     (N)    081 43 40.     (W)     SCALED    
 JX1134* NAVD 88     -       181.501  (meters)     595.47   (feet)  ADJUSTED  
 JX1134  ___________________________________________________________________
 JX1134  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JX1134  DYNAMIC HT  -         181.386 (meters)     595.10  (feet)  COMP
 JX1134  MODELED GRAV-     979,992.4   (mgal)                       NAVD 88
 JX1134
 JX1134  VERT ORDER  -  FIRST     CLASS II
 JX1134
 JX1134.The horizontal coordinates were scaled from a topographic map and have
 JX1134.an estimated accuracy of +/- 6 seconds.
 JX1134
 JX1134.The orthometric height was determined by differential leveling
 JX1134.and adjusted by the National Geodetic Survey in June 1991..
 JX1134
 JX1134.The geoid height was determined by GEOID03.
 JX1134
 JX1134.The dynamic height is computed by dividing the NAVD 88
 JX1134.geopotential number by the normal gravity value computed on the
 JX1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1134.degrees latitude (g = 980.6199 gals.).
 JX1134
 JX1134.The modeled gravity was interpolated from observed gravity values.
 JX1134
 JX1134;                    North         East    Units  Estimated Accuracy
 JX1134;SPC WV N     -    80,340.      407,590.      MT  (+/- 180 meters Scaled)
 JX1134
 JX1134                          SUPERSEDED SURVEY CONTROL
 JX1134
 JX1134  NGVD 29 (??/??/92)  181.688  (m)          596.09   (f) ADJ UNCH    1 2
 JX1134
 JX1134.Superseded values are not recommended for survey control.
 JX1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1134.See file dsdata.txt to determine how the superseded data were derived.
 JX1134
 JX1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD371394(NAD 83)
 JX1134_MARKER: DB = BENCH MARK DISK
 JX1134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1134_SP_SET: HEADWALL
 JX1134_STAMPING: CARY 1933
 JX1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1134
 JX1134  HISTORY     - Date     Condition        Report By
 JX1134  HISTORY     - 1933     MONUMENTED       CGS
 JX1134  HISTORY     - 1943     GOOD             NGS
 JX1134  HISTORY     - 1963     GOOD             NGS
 JX1134  HISTORY     - 1976     POOR             NGS
 JX1134
 JX1134                          STATION DESCRIPTION
 JX1134
 JX1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1134'6.3 MI N FROM BELLEVILLE.
 JX1134'6.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1134'STATION AT BELLEVILLE, WOOD COUNTY, AT NEW ENGLAND, OPPOSITE
 JX1134'THE SECOND POLE NORTH OF POLE 105+20, 73 YARDS NORTH OF A PRIVATE-ROAD
 JX1134'CROSSING, 31.3 FEET EAST OF THE CENTERLINE OF THE TRACK, AT A
 JX1134'ONE-FOOT CONCRETE-PIPE SEWER OUTLET LEADING NORTHWEST FROM THE
 JX1134'L.W. ZAHRNDT FARMHOUSE, IN THE TOP OF THE NORTH END OF THE
 JX1134'WEST HEADWALL, 4.9 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, ABOUT
 JX1134'3 FEET LOWER THAN THE TRACK, AND LEVEL WITH THE GROUND.  A STANDARD
 JX1134'DISK, STAMPED CARY 1933.
 JX1134
 JX1134                          STATION RECOVERY (1963)
 JX1134
 JX1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1134'RECOVERED IN GOOD CONDITION.
 JX1134
 JX1134                          STATION RECOVERY (1976)
 JX1134
 JX1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1134'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3438 ***********************************************************************
 HW3438  DESIGNATION -  CAVE
 HW3438  PID         -  HW3438
 HW3438  STATE/COUNTY-  WV/PENDLETON
 HW3438  USGS QUAD   -  PETERSBURG WEST (1995)
 HW3438
 HW3438                         *CURRENT SURVEY CONTROL
 HW3438  ___________________________________________________________________
 HW3438* NAD 83(1995)-  38 52 45.12908(N)    079 14 10.53515(W)     ADJUSTED  
 HW3438* NAVD 88     -       846.4    (meters)    2777.     (feet)  VERTCON   
 HW3438  ___________________________________________________________________
 HW3438  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 HW3438  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 HW3438
 HW3438  HORZ ORDER  -  THIRD
 HW3438
 HW3438.The horizontal coordinates were established by classical geodetic methods
 HW3438.and adjusted by the National Geodetic Survey in April 1998..
 HW3438
 HW3438.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3438
 HW3438.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3438
 HW3438.The geoid height was determined by GEOID03.
 HW3438
 HW3438;                    North         East     Units Scale Factor Converg.
 HW3438;SPC WV S     -   210,034.613   753,036.553   MT  0.99999912   +1 05 25.2
 HW3438;SPC WV N     -    42,131.856   622,886.205   MT  1.00002503   +0 10 05.5
 HW3438;UTM  17      - 4,304,849.987   652,989.886   MT  0.99988822   +1 06 26.2
 HW3438
 HW3438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3438!SPC WV S     -   0.99987216  x   0.99999912  =   0.99987128
 HW3438!SPC WV N     -   0.99987216  x   1.00002503  =   0.99989719
 HW3438!UTM  17      -   0.99987216  x   0.99988822  =   0.99976039
 HW3438
 HW3438|---------------------------------------------------------------------|
 HW3438| PID    Reference Object                     Distance      Geod. Az  |
 HW3438|                                                           dddmmss.s |
 HW3438| DC3957 CAVE RM 1                             6.751 METERS 05727     |
 HW3438| DC3958 CAVE RM 2                             7.120 METERS 19337     |
 HW3438| DC3956 CAVE AZ MK                                         2132055.9 |
 HW3438| HW3472 NORTH MOUNTAIN LOOKOUT TOWER        APPROX. 8.9 KM 2434523.8 |
 HW3438|---------------------------------------------------------------------|
 HW3438
 HW3438                          SUPERSEDED SURVEY CONTROL
 HW3438
 HW3438  NAD 83(1995)-  38 52 45.13371(N)    079 14 10.54591(W) AD(       ) 3
 HW3438  NAD 83(1986)-  38 52 45.13518(N)    079 14 10.54580(W) AD(       ) 3
 HW3438  NAD 27      -  38 52 44.73370(N)    079 14 11.40220(W) AD(       ) 3
 HW3438  NGVD 29 (07/19/86)  846.5    (m)         2777.     (f) VERT ANG       
 HW3438
 HW3438.Superseded values are not recommended for survey control.
 HW3438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3438.See file dsdata.txt to determine how the superseded data were derived.
 HW3438
 HW3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD5299004850(NAD 83)
 HW3438_MARKER: DS = TRIANGULATION STATION DISK
 HW3438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3438
 HW3438  HISTORY     - Date     Condition        Report By
 HW3438  HISTORY     - 1956     MONUMENTED       CGS
 HW3438
 HW3438                          STATION DESCRIPTION
 HW3438
 HW3438'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3438'THE STATION IS LOCATED AIRLINE, ABOUT 10 MILES SOUTHWEST OF
 HW3438'PETERSBURG 3 MILES NORTH OF
 HW3438'BRUSHY RUN AND 2-1/2 MILES SOUTHWEST OF LANDES.  IT IS ON THE HIGHEST
 HW3438'POINT ON CAVE MOUNTAIN WHICH IS BARE
 HW3438'ON TOP AND APPROXIMATELY ON THE PENDLETON-GRANT COUNTY LINE.
 HW3438'
 HW3438'THE STATION IS A STANDARD DISK STAMPED CAVE 1956 SET IN TOP OF A
 HW3438'10-INCH SQUARE CONCRETE
 HW3438'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 10 FEET SOUTH OF A
 HW3438'WHITE WITNESS POST.
 HW3438'
 HW3438'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CAVE NO 1 1956 SET
 HW3438'IN A DRILL HOLE IN THE TOP OF
 HW3438'A SMALL BOULDER WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS
 HW3438'ABOUT 2 FEET LOWER THAN THE STATION.
 HW3438'
 HW3438'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CAVE NO 2 1956 SET
 HW3438'IN A DRILL HOLE IN THE TOP OF
 HW3438'A SMALL BOULDER WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS
 HW3438'ABOUT 1.5 FEET LOWER THAN THE STATION.
 HW3438'
 HW3438'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CAVE 1956 SET IN A DRILL
 HW3438'HOLE IN THE TOP OF A SMALL
 HW3438'BOULDER WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS LOCATED IN A
 HW3438'WOODED AREA, 40 FEET SOUTH OF THE
 HW3438'NORTH EDGE OF THE WOODS AND A LARGE OAK TREE WITH A
 HW3438'TRIANGULAR BLAZE AND 30 FEET NORTH OF A BOARD GATE.
 HW3438'
 HW3438'TO REACH THE STATION FROM THE TRAFFIC LIGHT, WHICH IS 0.05 MILE WEST
 HW3438'OF THE POST OFFICE IN
 HW3438'PETERSBURG, GO SOUTHERLY ON U.S. HIGHWAY 220 FOR 08.7 MILES TO THE
 HW3438'LANDES STORE AND POST OFFICE ON
 HW3438'THE LEFT, CONTINUE SOUTH ON THE HIGHWAY FOR 2.45 MILES TO A
 HW3438'SMALL WHITE BUS SHELTER AND A GRADED ROAD
 HW3438'ON THE RIGHT.  TURN RIGHT, CROSS A CREEK
 HW3438'PASS THROUGH TWO GATES AND FOLLOW A GRADED ROAD WESTERLY UP
 HW3438'THE MOUNTAIN FOR 1.7 MILES TO A
 HW3438'CLEARING AND A SADDLE JUST NORTHWEST OF TWO LOG CABINS.  (FROM THIS
 HW3438'POINT A SMALL JEEP WITH 4-WHEEL
 HW3438'DRIVE IS NEEDED.) TURN LEFT ON AN OLD TRACK ROAD AND GO SOUTHWEST
 HW3438'UP HILL THROUGH A WOODED AREA AND
 HW3438'CONTINUE SOUTHWEST FOR 0.15 MILE THROUGH A
 HW3438'CLEARING TO THE TOP OF THE MOUNTAIN, A WHITE WITNESS
 HW3438'POST AND THE STATION.
 HW3438'
 HW3438'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST DOWN THE
 HW3438'SLOPE OF THE MOUNTAIN FOR
 HW3438'0.25 MILE TO A WOODED AREA, A LARGE OAK TREE WITH A TRIANGULAR BLAZE
 HW3438'AND THE AZIMUTH MARK.
 HW3438'
 HW3438'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1599 ***********************************************************************
 JW1599  SACS        -  This is a Secondary Airport Control Station.
 JW1599  DESIGNATION -  CBE A
 JW1599  PID         -  JW1599
 JW1599  STATE/COUNTY-  WV/MINERAL
 JW1599  USGS QUAD   -  CRESAPTOWN (1974)
 JW1599
 JW1599                         *CURRENT SURVEY CONTROL
 JW1599  ___________________________________________________________________
 JW1599* NAD 83(1995)-  39 37 21.31301(N)    078 45 17.85977(W)     ADJUSTED  
 JW1599* NAVD 88     -       235.26   (meters)     771.8    (feet)  GPS OBS   
 JW1599  ___________________________________________________________________
 JW1599  X           -     959,366.764 (meters)                     COMP
 JW1599  Y           -  -4,825,245.921 (meters)                     COMP
 JW1599  Z           -   4,045,925.463 (meters)                     COMP
 JW1599  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 JW1599  ELLIP HEIGHT-         202.47  (meters)          (10/04/01) GPS OBS
 JW1599  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JW1599
 JW1599  HORZ ORDER  -  FIRST
 JW1599  ELLP ORDER  -  FOURTH    CLASS II
 JW1599
 JW1599.This mark is at Greater Cumberland Regional Airport (CBE)
 JW1599
 JW1599.The horizontal coordinates were established by GPS observations
 JW1599.and adjusted by the National Geodetic Survey in April 1998..
 JW1599
 JW1599.The orthometric height was determined by GPS observations and a
 JW1599.high-resolution geoid model.
 JW1599
 JW1599.GPS derived orthometric heights for airport stations designated as
 JW1599.PACS or SACS are published to 2 decimal places.  This maintains
 JW1599.centimeter relative accuracy between the PACS and SACS.  It does
 JW1599.not indicate centimeter accuracy relative to other marks which are
 JW1599.part of the NAVD 88 network.
 JW1599
 JW1599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1599
 JW1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1599
 JW1599.The ellipsoidal height was determined by GPS observations
 JW1599.and is referenced to NAD 83.
 JW1599
 JW1599.The geoid height was determined by GEOID03.
 JW1599
 JW1599;                    North         East     Units Scale Factor Converg.
 JW1599;SPC WV N     -   124,891.691   663,966.104   MT  0.99994074   +0 28 30.6
 JW1599;SPC MD       -   218,573.981   249,319.360   MT  1.00003475   -1 06 05.3
 JW1599;SPC MD       -   717,104.80    817,975.27   sFT  1.00003475   -1 06 05.3
 JW1599;UTM  17      - 4,388,277.679   692,696.019   MT  1.00005717   +1 25 55.8
 JW1599
 JW1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1599!SPC WV N     -   0.99996824  x   0.99994074  =   0.99990898
 JW1599!SPC MD       -   0.99996824  x   1.00003475  =   1.00000299
 JW1599!UTM  17      -   0.99996824  x   1.00005717  =   1.00002540
 JW1599
 JW1599                          SUPERSEDED SURVEY CONTROL
 JW1599
 JW1599  ELLIP H (04/02/98)  202.54   (m)                       GP(       ) 4 2
 JW1599  NAD 83(1995)-  39 37 21.31300(N)    078 45 17.85971(W) AD(       ) 1
 JW1599  ELLIP H (11/30/95)  202.53   (m)                       GP(       ) 4 2
 JW1599  NAD 83(1995)-  39 37 21.31308(N)    078 45 17.86128(W) AD(       ) 2
 JW1599  ELLIP H (03/12/93)  202.44   (m)                       GP(       ) 4 2
 JW1599  NGVD 29 (03/12/93)  235.39   (m)          772.3    (f) LEVELING    3  
 JW1599
 JW1599.Superseded values are not recommended for survey control.
 JW1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1599.See file dsdata.txt to determine how the superseded data were derived.
 JW1599
 JW1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9269688278(NAD 83)
 JW1599_MARKER: DD = SURVEY DISK
 JW1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1599_SP_SET: CONCRETE POST
 JW1599_STAMPING: CBE A 1979
 JW1599_MARK LOGO: NOS   
 JW1599_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1599+STABILITY: SURFACE MOTION
 JW1599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1599+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 JW1599
 JW1599  HISTORY     - Date     Condition        Report By
 JW1599  HISTORY     - 1979     MONUMENTED       NOS
 JW1599  HISTORY     - 19920615 GOOD             NGS
 JW1599  HISTORY     - 19920721 GOOD
 JW1599  HISTORY     - 19940917 GOOD             NGS
 JW1599  HISTORY     - 19960815 GOOD             NGS
 JW1599  HISTORY     - 20040621 GOOD             INDIV
 JW1599
 JW1599                          STATION DESCRIPTION
 JW1599
 JW1599'DESCRIBED BY NATIONAL OCEAN SERVICE 1979
 JW1599'THE STATION IS LOCATED ABOUT 2.5 MILES (4.0 KM) SOUTH OF THE CITY OF
 JW1599'CUMBERLAND, MARYLAND, ON THE NORTHERN END OF THE CUMBERLAND MUNICIPAL
 JW1599'AIRPORT.
 JW1599'THE STATION IS A STANDARD NOS DISK STAMPED---CBE A 1979--- SET IN A
 JW1599'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE STATION
 JW1599'IS ON RANGE WITH THE SOUTHWEST EDGE OF THE TAXIWAY LEADING OUT TO THE
 JW1599'23 END.  IT IS 30.6 FEET (9.3 M) NORTHEAST OF THE TAXIWAY LIGHT NEAR
 JW1599'THE CENTER OF THE NORTHWEST PAVEMENT EDGE OF THE RUN-UP AREA, 26.4 FT
 JW1599'(8.0 M) WEST SOUTHWEST OF THE FIRST TAXIWAY LIGHT ON THE NORTHWEST
 JW1599'SIDE OF THE RUN-UP AREA, AND 15.8 FT (4.8 M) NORTHWEST OF THE
 JW1599'NORTHWEST EDGE OF THE RUN-UP PAVEMENT EDGE.  DESCRIBED BY A.L. GRIMES
 JW1599'III.
 JW1599
 JW1599                          STATION RECOVERY (1992)
 JW1599
 JW1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CSM)
 JW1599'THE STATION IS LOCATED ON THE NORTHERLY END OF THE AIRPORT NEAR RUNWAY
 JW1599'END 23.  IT IS ON RANGE WITH THE SW EDGE OF THE TAXIWAY LEADING OUT TO
 JW1599'END 23 AND 15.8 FT (4.8 M) NW OF THE NW EDGE OF THE RUN-UP PAVEMENT
 JW1599'EDGE, 26.4 FT (8.0 M) WSW OF THE FIRST TAXIWAY LIGHT ON THE NW SIDE OF
 JW1599'THE RUN-UP AREA, AND 30.6 FT (9.3 M) NE OF THE TAXIWAY LIGHT NEAR THE
 JW1599'CENTER OF THE NW PAVEMENT EDGE OF THE RUN-UP AREA. THE STATION IS
 JW1599'MARKED BY A NOS DISK SET IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 JW1599'WITH THE GROUND.  THE DISK IS STAMPED CBE A 1979.
 JW1599
 JW1599                          STATION RECOVERY (1992)
 JW1599
 JW1599'RECOVERED 1992
 JW1599'RECOVERED IN GOOD CONDITION.
 JW1599
 JW1599                          STATION RECOVERY (1994)
 JW1599
 JW1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 JW1599'THIS STATION IS LOCATED APPROXIMATELY 1.0 MI (1.6 KM) SOUTH OF
 JW1599'CUMBERLAND MARYLAND, IN THE TOWN OF WILEY FORD WEST VIRGINIA, ON THE
 JW1599'CUMBERLAND MUNICIPAL AIRPORT, NEAR THE RUNUP PAD AT THE END OF RUNWAY
 JW1599'23.  TO REACH THIS STATON FROM THE AIRPORT TERMINAL, ENTER THE GATE
 JW1599'AND ACCESS ROAD LOCATED 150 FT (45.7 M) NORTH OF THE TERMINAL
 JW1599'BUILDING, BEHIND AN ADJACENT HANGER.  PROCEED SOUTHEAST FOR 0.15 MI
 JW1599'(0.24 KM) ON THE ACCESS ROAD TO AN INTERSECTION WITH A TAXIWAY AT A
 JW1599'STOPSIGN.  TURN RIGHT (SOUTHEAST) AND CONTINUR FOR 0.5 MI (0.8 KM) TO
 JW1599'A PARALLEL TAXIWAY.  TURN LEFT (NORTHEAST) AND CONTINUE ON THE TAXIWAY
 JW1599'FOR 0.55 MI (0.89 KM) TO THE STATION LOCATED 15 FEET (4.6 M) FROM THE
 JW1599'NORTH EDGE OF THE RUNUP PAD.  THE STATION IS LOCATED 30.6 FT (9.3 M)
 JW1599'NORTHEAST OF THE CENTER TAXIWAY LIGHT ON THE NORTH SIDE OF THE RUN-UP
 JW1599'PAD.  15.4 FT (4.7 M) NORTHWEST OF THE NORTHERN EDGE OF THE RUN-UP
 JW1599'PAD.  26.3 FT (8.0 M) SOUTHWEST OF A TAXIWAY LIGHT. NOTE-AIRCRAFT ON
 JW1599'RUNUP PAD MAY INTERFIER WITH INSTRUMENTS SET UP ON THIS STATION.  FOR
 JW1599'SCCESS TO THIS STATION CONTACT - MR.  BRADLEY S. WHITED, AIRPORT
 JW1599'MANAGER.  ADDRESS - RT.  1 BOX 99, WILEY FORD, WEST VIRGINIA 26767.
 JW1599'PHONE - (304) 738-0002.  DESCRIBED BY KRN.
 JW1599
 JW1599                          STATION RECOVERY (1996)
 JW1599
 JW1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 JW1599'RECOVERED AS DESCRIBED.
 JW1599
 JW1599                          STATION RECOVERY (2004)
 JW1599
 JW1599'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BRF)
 JW1599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1600 ***********************************************************************
 JW1600  PACS        -  This is a Primary Airport Control Station.
 JW1600  DESIGNATION -  CBE B
 JW1600  PID         -  JW1600
 JW1600  STATE/COUNTY-  WV/MINERAL
 JW1600  USGS QUAD   -  CRESAPTOWN (1974)
 JW1600
 JW1600                         *CURRENT SURVEY CONTROL
 JW1600  ___________________________________________________________________
 JW1600* NAD 83(1995)-  39 36 49.21729(N)    078 45 48.57992(W)     ADJUSTED  
 JW1600* NAVD 88     -       221.00   (meters)     725.1    (feet)  GPS OBS   
 JW1600  ___________________________________________________________________
 JW1600  X           -     958,768.964 (meters)                     COMP
 JW1600  Y           -  -4,825,997.107 (meters)                     COMP
 JW1600  Z           -   4,045,153.851 (meters)                     COMP
 JW1600  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 JW1600  ELLIP HEIGHT-         188.22  (meters)          (09/26/01) GPS OBS
 JW1600  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JW1600
 JW1600  HORZ ORDER  -  B
 JW1600  ELLP ORDER  -  FOURTH    CLASS II
 JW1600
 JW1600.This mark is at Greater Cumberland Regional Airport (CBE)
 JW1600
 JW1600.The horizontal coordinates were established by GPS observations
 JW1600.and adjusted by the National Geodetic Survey in March 1998..
 JW1600
 JW1600.The orthometric height was determined by GPS observations and a
 JW1600.high-resolution geoid model.
 JW1600
 JW1600.GPS derived orthometric heights for airport stations designated as
 JW1600.PACS or SACS are published to 2 decimal places.  This maintains
 JW1600.centimeter relative accuracy between the PACS and SACS.  It does
 JW1600.not indicate centimeter accuracy relative to other marks which are
 JW1600.part of the NAVD 88 network.
 JW1600
 JW1600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1600
 JW1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1600
 JW1600.The ellipsoidal height was determined by GPS observations
 JW1600.and is referenced to NAD 83.
 JW1600
 JW1600.The geoid height was determined by GEOID03.
 JW1600
 JW1600;                    North         East     Units Scale Factor Converg.
 JW1600;SPC WV N     -   123,895.880   663,241.593   MT  0.99994076   +0 28 11.0
 JW1600;SPC MD       -   217,598.390   248,567.655   MT  1.00003273   -1 06 24.6
 JW1600;SPC MD       -   713,904.05    815,509.05   sFT  1.00003273   -1 06 24.6
 JW1600;UTM  17      - 4,387,269.793   691,988.158   MT  1.00005382   +1 25 35.2
 JW1600
 JW1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1600!SPC WV N     -   0.99997047  x   0.99994076  =   0.99991123
 JW1600!SPC MD       -   0.99997047  x   1.00003273  =   1.00000320
 JW1600!UTM  17      -   0.99997047  x   1.00005382  =   1.00002429
 JW1600
 JW1600                          SUPERSEDED SURVEY CONTROL
 JW1600
 JW1600  ELLIP H (03/24/98)  188.29   (m)                       GP(       ) 4 1
 JW1600  NAD 83(1995)-  39 36 49.21728(N)    078 45 48.57986(W) AD(       ) B
 JW1600  ELLIP H (11/22/95)  188.28   (m)                       GP(       ) 1 1
 JW1600  NAD 83(1995)-  39 36 49.21718(N)    078 45 48.58126(W) AD(       ) 2
 JW1600  ELLIP H (03/12/93)  188.17   (m)                       GP(       ) 4 2
 JW1600  NGVD 29 (03/12/93)  221.10   (m)          725.4    (f) LEVELING    3  
 JW1600
 JW1600.Superseded values are not recommended for survey control.
 JW1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1600.See file dsdata.txt to determine how the superseded data were derived.
 JW1600
 JW1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9198887270(NAD 83)
 JW1600_MARKER: DD = SURVEY DISK
 JW1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1600_SP_SET: CONCRETE POST
 JW1600_STAMPING: CBE B 1979
 JW1600_MARK LOGO: NOS   
 JW1600_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1600+STABILITY: SURFACE MOTION
 JW1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1600+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1997
 JW1600
 JW1600  HISTORY     - Date     Condition        Report By
 JW1600  HISTORY     - 1979     MONUMENTED       NOS
 JW1600  HISTORY     - 19890719 GOOD             NGS
 JW1600  HISTORY     - 19920615 GOOD             NGS
 JW1600  HISTORY     - 19920721 GOOD
 JW1600  HISTORY     - 19940917 GOOD             NGS
 JW1600  HISTORY     - 19960814 GOOD             NGS
 JW1600  HISTORY     - 19970121 GOOD             NGS
 JW1600
 JW1600                          STATION DESCRIPTION
 JW1600
 JW1600'DESCRIBED BY NATIONAL OCEAN SERVICE 1979
 JW1600'THE STATION IS ABOUT 2.5 MILES (4.0 KM) SOUTH OF THE CITY OF
 JW1600'CUMBERLAND, MARYLAND, ON THE SOUTH END AND NEAR THE INTERSECTION OF
 JW1600'RUNWAYS 5-23 AND 11-29 AT THE CUMBERLAND MUNICIPAL AIRPORT.
 JW1600'THE STATION IS A STANDARD NOS DISK STAMPED---CBE B 1979--- SET IN A
 JW1600'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE STATION
 JW1600'IS 130.3 FEET (39.7 M) SOUTH OF THE SECOND TAXIWAY LIGHT NORTH OF
 JW1600'RUNWAY 11-29, 96.4 FEET (29.4 M) NORTH OF THE NORTH EDGE OF RUNWAY
 JW1600'11-29, 63.7 FEET (19.4 M) NORTHEAST OF THE FIRST TAXIWAY LIGHT NORTH
 JW1600'OF RUNWAY 11-29 AND 48.7 EAST OF THE EAST EDGE OF THE TAXIWAY
 JW1600'NORTHWEST OF THE RUNWAY INTERSECTIONS AND ON LINE WITH THE HOLD BAR.
 JW1600'DESCRIBED BY A.L. GRIMES III.
 JW1600
 JW1600                          STATION RECOVERY (1989)
 JW1600
 JW1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JW1600'THE STATION IS LOCATED ON THE SOUTHERLY END OF THE AIRPORT NEAR THE
 JW1600'INTERSECTION OF RUNWAYS 5-23 AND 10-28.  IT IS 96.4 FT (29.4 M) N OF
 JW1600'THE N EDGE OF RUNWAY 10-28, 48.9 FT (14.9 M) E OF THE E EDGE OF THE
 JW1600'TAXIWAY NW OF THE RUNWAY INTERSECTION AND ON LINE WITH THE BAR HOLD,
 JW1600'63.7 FT (19.4 M) NE OF THE FIRST TAXIWAY LIGHT N OF 10-28, AND 130.3
 JW1600'FT (39.7 M) S OF THE SECOND TAXIWAY LIGHT N OF RUNWAY.  THE STATION IS
 JW1600'MARKED BY A NOS DISK SET IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 JW1600'WITH THE GROUND.  THE MARK IS STAMPED CBE B 1979.
 JW1600
 JW1600                          STATION RECOVERY (1992)
 JW1600
 JW1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CSM)
 JW1600'RECOVERED AS DESCRIBED AND POSITIONED BY GPS.
 JW1600
 JW1600                          STATION RECOVERY (1992)
 JW1600
 JW1600'RECOVERED 1992
 JW1600'RECOVERED IN GOOD CONDITION.
 JW1600
 JW1600                          STATION RECOVERY (1994)
 JW1600
 JW1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 JW1600'THIS STATION IS LOCATED APPROXIMATELY 1.0 MI (1.6 KM) SOUTH OF
 JW1600'CUMBERLAND MARYLAND, ON THE CUMBERLAND MUNICIPAL AIRPORT, IN THE TOWN
 JW1600'OF WILEY FORD IN THE STATE OF WEST VIRGINIA, NEAR THE CENTER OF THE
 JW1600'AIRPORT.  TO REACH THIS STATION FROM THE TERMINAL BUILDING, ENTER THE
 JW1600'GATE AND SERVICE ROAD LOCATED 150 FT (45.7 M) NORTH OF THE TERMINAL
 JW1600'BUILDING BEHIND AN ADJOINING HANGER.  PROCEED SOUTHEAST ON THE SERVICE
 JW1600'ROAD FOR 0.15 MI (0.24 KM) TO INTERSECTION OF A TAXIWAY AT A STOPSIGN.
 JW1600'TURN RIGHT (SOUTHWEST) AND CONTINUE STREIGHT ON A SOUTHWEST-NORTHEAST
 JW1600'TAXIWAY FOR 0.4 MI (0.6 KM) TO THE HOLD BAR FOR RUNWAY 11-29 AND THE
 JW1600'STATION ON THE LEFT ON A GRASS ISLAND.  THE STATION IS LOCATED 130.0
 JW1600'FT (39.6 M) SOUTH OF THE SECOND TAXIWAY LIGHT NORTHEAST OF THE
 JW1600'HOLDBAR.  107.2 FT (32.7 M) NORTHWEST OF A 3 FT (0.9 M) DIAMETER
 JW1600'CIRCULAR CONCRETE ELECTRIC COVER.  86.0 FT (26.2 M) NORTH-NORTHEAST OF
 JW1600'A RUNWAY LIGHT.  63.5 FT (19.4 M) SOUTHWEST OF THE FIRST TAXIWAY LIGHT
 JW1600'AT THE HOLDBAR.  48.0 FT (14.6 M) WEST-NORTHWEST OF THE SOUTHEAST EDGE
 JW1600'OF THE TAXIWAY.  FOR ACCESS TO THE AIRPORT, CONTACT MR.  BRADLEY S.
 JW1600'WHITED, AIRPORT MANAGER.  ADDRESS - RT.  1, BOX 99, WILEY FORD, WV
 JW1600'26767.  PHONE - (304) 738-0002.  DESCRIBED BY KRN.
 JW1600
 JW1600                          STATION RECOVERY (1996)
 JW1600
 JW1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 JW1600'RECOVERED AS DESCRIBED.  THIS STATION HAS BEEN DESIGNATED THE PACS FOR
 JW1600'THIS AIRPORT.
 JW1600
 JW1600                          STATION RECOVERY (1997)
 JW1600
 JW1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 JW1600'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THIS STATION
 JW1600'SELECTED AS A PACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1980 ***********************************************************************
 JX1980  DESIGNATION -  CENT
 JX1980  PID         -  JX1980
 JX1980  STATE/COUNTY-  WV/MARSHALL
 JX1980  USGS QUAD   -  GLEN EASTON (1976)
 JX1980
 JX1980                         *CURRENT SURVEY CONTROL
 JX1980  ___________________________________________________________________
 JX1980* NAD 83(1995)-  39 45 16.72861(N)    080 44 43.69200(W)     ADJUSTED  
 JX1980* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 JX1980  ___________________________________________________________________
 JX1980  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 JX1980  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX1980
 JX1980  HORZ ORDER  -  SECOND
 JX1980
 JX1980.The horizontal coordinates were established by classical geodetic methods
 JX1980.and adjusted by the National Geodetic Survey in April 1998..
 JX1980
 JX1980.The orthometric height was scaled from a topographic map.
 JX1980
 JX1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1980
 JX1980.The geoid height was determined by GEOID03.
 JX1980
 JX1980;                    North         East     Units Scale Factor Converg.
 JX1980;SPC WV N     -   140,027.836   493,274.317   MT  0.99994326   -0 47 39.6
 JX1980;UTM  17      - 4,400,556.967   521,804.178   MT  0.99960585   +0 09 46.0
 JX1980
 JX1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1980!SPC WV N     -   0.99993594  x   0.99994326  =   0.99987921
 JX1980!UTM  17      -   0.99993594  x   0.99960585  =   0.99954182
 JX1980
 JX1980|---------------------------------------------------------------------|
 JX1980| PID    Reference Object                     Distance      Geod. Az  |
 JX1980|                                                           dddmmss.s |
 JX1980| CX3387 CENT RM 1                            23.665 METERS 02310     |
 JX1980| CX3388 CENT RM 2                            21.055 METERS 09101     |
 JX1980| JX1979 CENT USGS 1963                        5.205 METERS 11753     |
 JX1980| JX1999 ST JOSEPH CATH CHURCH SPIRE         APPROX. 3.5 KM 1350323.1 |
 JX1980| JX2034 HANNIBAL ZION UN CH OF CHRIST       APPROX.16.2 KM 2400332.3 |
 JX1980| CX3386 CENT AZ MK                                         2435851.1 |
 JX1980| JX2061 CLARINGTON RADIO KHQ 38 TOWER       APPROX.12.9 KM 2873645.3 |
 JX1980| JX2057 SWITZER RADIO STA KQC 369 MAST      APPROX.14.4 KM 3092752.3 |
 JX1980|---------------------------------------------------------------------|
 JX1980
 JX1980                          SUPERSEDED SURVEY CONTROL
 JX1980
 JX1980  NAD 83(1986)-  39 45 16.73582(N)    080 44 43.69941(W) AD(       ) 2
 JX1980  NAD 27      -  39 45 16.45600(N)    080 44 44.37770(W) AD(       ) 2
 JX1980
 JX1980.Superseded values are not recommended for survey control.
 JX1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1980.See file dsdata.txt to determine how the superseded data were derived.
 JX1980
 JX1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2180400557(NAD 83)
 JX1980_MARKER: DS = TRIANGULATION STATION DISK
 JX1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1980_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1980
 JX1980  HISTORY     - Date     Condition        Report By
 JX1980  HISTORY     - 1963     MONUMENTED       CGS
 JX1980
 JX1980                          STATION DESCRIPTION
 JX1980
 JX1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1980'THE STATION IS LOCATED ON A GRASS COVERED HILL ABOUT 12 MILES SOUTH
 JX1980'OF MOUNDSVILLE, 5 MILES
 JX1980'NORTHEAST OF PROCTOR, 5 MILES SOUTHEAST OF GRAYSVILLE, 2-1/2 MILES
 JX1980'NORTH OF THE MARSHALL-WETZEL COUNTY
 JX1980'LINE AND ON THE PROPERTY OF MR. LEWIS GODDARD.  IT IS 62 FEET
 JX1980'WEST OF A WIRE FENCE, 70 FEET WEST OF A
 JX1980'WITNESS POST, 133 FEET NORTHWEST OF A 20 INCH
 JX1980'WILD CHERRY TREE AND 197 FEET NORTH OF A POWER POLE.  THE
 JX1980'MONUMENT IS 14 INCHES UNDERGROUND AND
 JX1980'THE DISK IS STAMPED CENT 1963.
 JX1980'
 JX1980'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 89 ABOUT 5 MILES
 JX1980'NORTH OF NEW MARTINSVILLE, GO
 JX1980'EASTERLY ON HIGHWAY 8. FOR 6 MILES TO A SIDE ROAD LEFT (COFFIELD
 JX1980'ROAD).  TURN LEFT AND GO
 JX1980'NORTH-NORTHWEST ON COFFIELD ROAD FOR 1.45 MILES TO A FORK.  TAKE THE
 JX1980'LEFT FORK AND GO NORTHERLY ON A
 JX1980'PAVED ROAD FOR 1.1 MILES TO A SIDE ROAD LEFT.  CONTINUE
 JX1980'NORTHERLY ON THE PAVED ROAD FOR 0.45 MILE TO THE
 JX1980'YOHO SCHOOL ON THE LEFT.  CONTINUE
 JX1980'NORTH ON THE PAVED ROAD FOR 0.15 MILE TO A FORK.  TAKE THE LEFT
 JX1980'FORK AND CONTINUE NORTH ON A
 JX1980'GRAVELED ROAD FOR 1.35 MILES TO THE AZIMUTH MARK ON THE LEFT.
 JX1980'CONTINUE NORTHERLY ON THE GRAVELED
 JX1980'ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY
 JX1980'ON A ROUGH DIRT ROAD FOR 0.6 MILE
 JX1980'TO THE HOME OF MR. GODDARD AND THE END OF THE ROAD.
 JX1980'FROM MR. GODDARDS HOUSE PACK EASTERLY UP HILL FOR
 JX1980'0.15 MILE TO THE STATION ON THE
 JX1980'HIGHEST POINT OF THE HILL.
 JX1980'
 JX1980'CENT (USGS) IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK SET IN THE
 JX1980'TOP OF A 8 BY 8 INCH CONCRETE
 JX1980'POST.  IT IS 53 FEET WEST OF THE WIRE FENCE, 56 FEET WEST OF THE
 JX1980'WITNESS POST, 117 FEET NORTHWEST OF
 JX1980'THE WILD CHERRY TREE AND 192 FEET NORTH OF THE POWER POLE.
 JX1980'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 JX1980'STAMPED CENT 1957.
 JX1980'
 JX1980'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET
 JX1980'IN THE TOP OF A 8 BY 8 INCH
 JX1980'CONCRETE POST.  IT IS 1 FOOT WEST OF THE WIRE FENCE, 8 FEET NORTHWEST
 JX1980'OF AN 8 INCH WILD CHERRY TREE AND 83
 JX1980'FEET NORTH OF THE WITNESS POST.  THE MONUMENT PROJECTS 3
 JX1980'INCHES AND THE DISK IS STAMPED NO 1 1957.
 JX1980'
 JX1980'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET
 JX1980'IN THE TOP OF A 8 BY 8 INCH
 JX1980'CONCRETE POST.  IT IS 1 FOOT SOUTHEAST OF THE WITNESS POST, 1 FOOT
 JX1980'WEST OF THE WIRE FENCE AND 82 FEET
 JX1980'NORTH OF THE 20 INCH WILD CHERRY TREE.  THE MONUMENT PROJECTS
 JX1980'4 INCHES AND THE DISK IS STAMPED NO 2 1957.
 JX1980'
 JX1980'THE AZIMUTH MARK IS 1 FOOT SOUTHEAST OF A WIRE FENCE, 2 FEET EAST OF
 JX1980'A WITNESS POST, 15 FEET
 JX1980'NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD AND 53 FEET NORTHWEST
 JX1980'OF THE NORTHWEST CORNER OF A BARN.
 JX1980'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 JX1980'CENT 1963.
 JX1980'
 JX1980'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1979 ***********************************************************************
 JX1979  DESIGNATION -  CENT USGS 1963
 JX1979  PID         -  JX1979
 JX1979  STATE/COUNTY-  WV/MARSHALL
 JX1979  USGS QUAD   -  GLEN EASTON (1976)
 JX1979
 JX1979                         *CURRENT SURVEY CONTROL
 JX1979  ___________________________________________________________________
 JX1979* NAD 83(1995)-  39 45 16.64968(N)    080 44 43.49873(W)     ADJUSTED  
 JX1979* NAVD 88     -       441.51   (+/-2cm)    1448.5    (feet)  VERTCON   
 JX1979  ___________________________________________________________________
 JX1979  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 JX1979  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX1979
 JX1979  HORZ ORDER  -  SECOND
 JX1979  VERT ORDER  -  THIRD ? (See Below)
 JX1979
 JX1979.The horizontal coordinates were established by classical geodetic methods
 JX1979.and adjusted by the National Geodetic Survey in April 1998..
 JX1979
 JX1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1979.The vertical order pertains to the NGVD 29 superseded value.
 JX1979
 JX1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1979
 JX1979.The geoid height was determined by GEOID03.
 JX1979
 JX1979;                    North         East     Units Scale Factor Converg.
 JX1979;SPC WV N     -   140,025.339   493,278.883   MT  0.99994325   -0 47 39.5
 JX1979;UTM  17      - 4,400,554.547   521,808.784   MT  0.99960586   +0 09 46.1
 JX1979
 JX1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1979!SPC WV N     -   0.99993600  x   0.99994325  =   0.99987925
 JX1979!UTM  17      -   0.99993600  x   0.99960586  =   0.99954188
 JX1979
 JX1979                          SUPERSEDED SURVEY CONTROL
 JX1979
 JX1979  NAD 83(1986)-  39 45 16.65689(N)    080 44 43.50615(W) AD(       ) 2
 JX1979  NAD 27      -  39 45 16.37710(N)    080 44 44.18450(W) AD(       ) 2
 JX1979  NGVD 29 (07/19/86)  441.66   (m)         1449.0    (f) LEVELING    3  
 JX1979
 JX1979.Superseded values are not recommended for survey control.
 JX1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1979.See file dsdata.txt to determine how the superseded data were derived.
 JX1979
 JX1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2180900555(NAD 83)
 JX1979_MARKER: DD = SURVEY DISK
 JX1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1979+STABILITY: SURFACE MOTION
 JX1979
 JX1979  HISTORY     - Date     Condition        Report By
 JX1979  HISTORY     - 1963     MONUMENTED       USGS
 JX1979
 JX1979                          STATION DESCRIPTION
 JX1979
 JX1979'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX1979'THE STATION IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK SET IN
 JX1979'THE TOP OF A 8 BY
 JX1979'8 INCH CONCRETE POST.  LOCATED ABOUT 12 MILES SOUTH OF MOUNDSVILLE,
 JX1979'ABOUT 5 MILES SOUTHEAST OF GRAYSVILLE, 2
 JX1979'1/2 MILES NORTH OF THE MARSHALL-WETZEL COUNTY LINE AND
 JX1979'ON THE PROPERTY OF MR. LEWIS GODDARD.  IT IS 53 FEET
 JX1979'WEST OF A WIRE FENCE, 56 FEET WEST OF A
 JX1979'WITNESS POST, 117 FEET NORTHWEST OF A 20 INCH WILD CHERRY TREE AND
 JX1979'192 FEET NORTH OF A POWER POLE.
 JX1979'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CENT 1957.
 JX1979'
 JX1979'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 89 ABOUT 5 MILES
 JX1979'NORTH OF NEW MARTINSVILLE, GO
 JX1979'EASTERLY ON HIGHWAY 89 FOR 6.0 MILES TO A SIDE ROAD LEFT (COFFIELD
 JX1979'ROAD).  TURN LEFT AND GO NORTH-NORTHWEST
 JX1979'ON COFFIELD ROAD FOR 1.45 MILES TO A FORK.  TAKE THE LEFT
 JX1979'FORK AND GO NORTHERLY ON A PAVED ROAD FOR 1.1 MILES
 JX1979'TO A SIDE ROAD LEFT.  CONTINUE NORTHERLY
 JX1979'ON THE PAVED ROAD FOR 0.45 MILE TO THE YOHO SCHOOL ON THE LEFT.
 JX1979'CONTINUE NORTH ON THE PAVED ROAD
 JX1979'FOR 0.15 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHERLY ON A
 JX1979'GRAVELED ROAD FOR 1.95 MILES TO A
 JX1979'SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY ON A ROUGH DIRT ROAD
 JX1979'FOR 0.6 MILE TO THE HOME OF MR. GODDARD AND
 JX1979'THE END OF THE ROAD.  FROM MR. GODDARDS HOUSE
 JX1979'PACK EASTERLY UP A STEEP HILL FOR 0.15 TO THE STATION ON THE
 JX1979'HIGHEST POINT OF THE HILL.
 JX1979'
 JX1979'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CENT THE
 JX1979'DISTANCE BEING 17.075 FEET AND
 JX1979'5.205 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1034 ***********************************************************************
 HX1034  DESIGNATION -  CH SQ
 HX1034  PID         -  HX1034
 HX1034  STATE/COUNTY-  WV/NICHOLAS
 HX1034  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1034
 HX1034                         *CURRENT SURVEY CONTROL
 HX1034  ___________________________________________________________________
 HX1034* NAD 83(1986)-  38 21 31.     (N)    080 36 37.     (W)     SCALED    
 HX1034* NAVD 88     -       616.295  (meters)    2021.96   (feet)  ADJUSTED  
 HX1034  ___________________________________________________________________
 HX1034  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX1034  DYNAMIC HT  -         615.824 (meters)    2020.42  (feet)  COMP
 HX1034  MODELED GRAV-     979,842.9   (mgal)                       NAVD 88
 HX1034
 HX1034  VERT ORDER  -  SECOND    CLASS 0
 HX1034
 HX1034.The horizontal coordinates were scaled from a topographic map and have
 HX1034.an estimated accuracy of +/- 6 seconds.
 HX1034
 HX1034.The orthometric height was determined by differential leveling
 HX1034.and adjusted by the National Geodetic Survey in June 1991..
 HX1034
 HX1034.The geoid height was determined by GEOID03.
 HX1034
 HX1034.The dynamic height is computed by dividing the NAVD 88
 HX1034.geopotential number by the normal gravity value computed on the
 HX1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1034.degrees latitude (g = 980.6199 gals.).
 HX1034
 HX1034.The modeled gravity was interpolated from observed gravity values.
 HX1034
 HX1034;                    North         East    Units  Estimated Accuracy
 HX1034;SPC WV S     -   150,860.      634,060.      MT  (+/- 180 meters Scaled)
 HX1034
 HX1034                          SUPERSEDED SURVEY CONTROL
 HX1034
 HX1034  NGVD 29 (??/??/92)  616.446  (m)         2022.46   (f) ADJ UNCH    2 0
 HX1034
 HX1034.Superseded values are not recommended for survey control.
 HX1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1034.See file dsdata.txt to determine how the superseded data were derived.
 HX1034
 HX1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC340456(NAD 83)
 HX1034_MARKER: Q = CHISELED SQUARE
 HX1034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1034_SP_SET: ABUTMENT
 HX1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1034
 HX1034  HISTORY     - Date     Condition        Report By
 HX1034  HISTORY     - UNK      MONUMENTED       USGS
 HX1034  HISTORY     - 1961     GOOD             NGS
 HX1034
 HX1034                          STATION DESCRIPTION
 HX1034
 HX1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1034'3.3 MI NE FROM CRAIGSVILLE.
 HX1034'ABOUT 3.3 MILES NORTHEAST ALONG STATE HIGHWAY 41 FROM THE JUNCTION
 HX1034'OF STATE HIGHWAY 20 AT CRAIGSVILLE, AT ALLINGDALE, SET ON TOP
 HX1034'OF THE SOUTHEAST END OF THE SOUTHWEST STONE ABUTMENT OF THE
 HX1034'BALTIMORE AND OHIO RAILROAD BRIDGE OVER STROUDS CREEK, 4 FEET
 HX1034'SOUTHEAST OF THE SOUTHEAST RAIL, 37 FEET EAST OF THE EAST CORNER
 HX1034'OF THE STATION AND 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1908 ***********************************************************************
 JX1908  DESIGNATION -  CHARITY
 JX1908  PID         -  JX1908
 JX1908  STATE/COUNTY-  WV/HARRISON
 JX1908  USGS QUAD   -  CENTURY (1976)
 JX1908
 JX1908                         *CURRENT SURVEY CONTROL
 JX1908  ___________________________________________________________________
 JX1908* NAD 83(1995)-  39 06 34.96440(N)    080 14 45.57592(W)     ADJUSTED  
 JX1908* NAVD 88     -       540.2    (meters)    1772.     (feet)  VERTCON   
 JX1908  ___________________________________________________________________
 JX1908  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 JX1908  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JX1908
 JX1908  HORZ ORDER  -  THIRD
 JX1908
 JX1908.The horizontal coordinates were established by classical geodetic methods
 JX1908.and adjusted by the National Geodetic Survey in April 1998..
 JX1908
 JX1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1908
 JX1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1908
 JX1908.The geoid height was determined by GEOID03.
 JX1908
 JX1908;                    North         East     Units Scale Factor Converg.
 JX1908;SPC WV N     -    67,956.326   535,479.162   MT  0.99998107   -0 28 32.8
 JX1908;SPC WV S     -   234,434.527   665,218.836   MT  1.00005609   +0 27 58.0
 JX1908;UTM  17      - 4,329,222.186   565,190.200   MT  0.99965233   +0 28 32.3
 JX1908
 JX1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1908!SPC WV N     -   0.99992029  x   0.99998107  =   0.99990136
 JX1908!SPC WV S     -   0.99992029  x   1.00005609  =   0.99997638
 JX1908!UTM  17      -   0.99992029  x   0.99965233  =   0.99957265
 JX1908
 JX1908:                Primary Azimuth Mark                     Grid Az
 JX1908:SPC WV N     -  CHARITY AZ MK                            027 47 42.2
 JX1908:SPC WV S     -  CHARITY AZ MK                            026 51 11.4
 JX1908:UTM  17      -  CHARITY AZ MK                            026 50 37.1
 JX1908
 JX1908|---------------------------------------------------------------------|
 JX1908| PID    Reference Object                     Distance      Geod. Az  |
 JX1908|                                                           dddmmss.s |
 JX1908| CX3404 CHARITY AZ MK                                      0271909.4 |
 JX1908| CX3405 CHARITY RM 1                         11.845 METERS 14934     |
 JX1908| CX3406 CHARITY RM 2                         14.466 METERS 33857     |
 JX1908|---------------------------------------------------------------------|
 JX1908
 JX1908                          SUPERSEDED SURVEY CONTROL
 JX1908
 JX1908  NAD 83(1986)-  39 06 34.96862(N)    080 14 45.58690(W) AD(       ) 3
 JX1908  NAD 27      -  39 06 34.62990(N)    080 14 46.28080(W) AD(       ) 3
 JX1908  NGVD 29 (07/19/86)  540.4    (m)         1773.     (f) VERT ANG       
 JX1908
 JX1908.Superseded values are not recommended for survey control.
 JX1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1908.See file dsdata.txt to determine how the superseded data were derived.
 JX1908
 JX1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6519029222(NAD 83)
 JX1908_MARKER: DS = TRIANGULATION STATION DISK
 JX1908_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JX1908_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JX1908
 JX1908  HISTORY     - Date     Condition        Report By
 JX1908  HISTORY     - 1956     MONUMENTED       CGS
 JX1908
 JX1908                          STATION DESCRIPTION
 JX1908
 JX1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 JX1908'THE STATION IS LOCATED 8 MILES NORTH NORTHWEST OF BUCKHANNON AND
 JX1908'ABOUT 4 MILES NORTHWEST OF
 JX1908'HODGESVILLE.  AT THE HEAD OF CHARITY FORK ON THE NORTH SIDE OF A HIGH
 JX1908'GRASSY KNOB.  IT IS 90-1/2 FEET
 JX1908'NORTH OF A 24 INCH OAK TREE, 5-1/2 FEET NORTH NORTHWEST OF A
 JX1908'WITNESS POST.  THE MARK PROJECTS 12 INCHES AND THE
 JX1908'DISK IS STAMPED CHARITY 1956.
 JX1908'
 JX1908'REFERENCE MARK NO. 1 IS 57 FEET NORTH NORTHEAST OF A 24 INCH OAK
 JX1908'TREE.  THE MARK PROJECTS 8
 JX1908'INCHES.  AND THE DISK IS STAMPED CHARITY NO 1 1956.
 JX1908'
 JX1908'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 JX1908'CHARITY NO 2 1956.
 JX1908'
 JX1908'AZIMUTH MARK IS 10 FEET EAST OF APPROXIMATE CENTER OF ROAD, 8 FEET
 JX1908'NORTHWEST OF POLE GATE,
 JX1908'5-1/2 FEET SOUTH OF LOCUST TREE, 2 FEET SOUTHWEST OF FENCELINE.  THE
 JX1908'MARK PROJECTS 8 INCHES.  AND THE DISK IS
 JX1908'STAMPED CHARITY 1956.
 JX1908'
 JX1908'TO REACH FROM THE COURT HOUSE IN BUCKHANNON, GO NORTH ON U.S. HIGHWAY
 JX1908'119 AND STATE HIGHWAY 20
 JX1908'FOR 6.9 MILES TO JUNCTION OF U.S. HIGHWAY 119 AND STATE HIGHWAY 20.
 JX1908'CONTINUE ON STATE 20 FOR 0.5 MILE
 JX1908'TO GRADED ROAD LEADING STRAIGHT AHEAD AND STATE
 JX1908'HIGHWAY 20 TURNS RIGHT.  GO STRAIGHT AHEAD
 JX1908'(WESTERLY) ON GRADED ROAD (PECKS RUN) FOR
 JX1908'0.7 MILE TO FORKS.  TAKE LEFT FORK AND CONTINUE ON MAIN
 JX1908'TRAVELED ROAD FOR 1.6 MILES TO A
 JX1908'LARGE WHITE TWO STORY HOUSE ON RIGHT, CONTINUE WESTERLY AND NORTH UP
 JX1908'HILL FOR 0.75 TO POINT WHERE
 JX1908'REA POWER-LINE CROSSES ROAD.  (STATION IS 0.1 MILE SOUTH OF HERE)
 JX1908'PACK SOUTHERLY UP GRASSY KNOLL TO
 JX1908'STATION AS DESCRIBED.
 JX1908'
 JX1908'TO REACH AZIMUTH MARK FROM REA POWERLINE, GO NORTHERLY FOR 0.2 MILE
 JX1908'TO SIDE ROAD RIGHT.
 JX1908'TURN RIGHT FOR 0.1 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 JX1908'
 JX1908'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1268 ***********************************************************************
 JW1268  DESIGNATION -  CHARLES
 JW1268  PID         -  JW1268
 JW1268  STATE/COUNTY-  WV/HARDY
 JW1268  USGS QUAD   -  RIG (1981)
 JW1268
 JW1268                         *CURRENT SURVEY CONTROL
 JW1268  ___________________________________________________________________
 JW1268* NAD 83(1995)-  39 02 17.16238(N)    079 05 22.87320(W)     ADJUSTED  
 JW1268* NAVD 88     -       832.0    (meters)    2730.     (feet)  VERTCON   
 JW1268  ___________________________________________________________________
 JW1268  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 JW1268  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JW1268
 JW1268  HORZ ORDER  -  FIRST
 JW1268
 JW1268.The horizontal coordinates were established by classical geodetic methods
 JW1268.and adjusted by the National Geodetic Survey in April 1998..
 JW1268
 JW1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1268
 JW1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1268
 JW1268.The geoid height was determined by GEOID03.
 JW1268
 JW1268;                    North         East     Units Scale Factor Converg.
 JW1268;SPC WV N     -    59,819.564   635,524.498   MT  0.99999301   +0 15 42.1
 JW1268;UTM  17      - 4,322,741.007   665,335.000   MT  0.99993660   +1 12 12.4
 JW1268
 JW1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1268!SPC WV N     -   0.99987449  x   0.99999301  =   0.99986750
 JW1268!UTM  17      -   0.99987449  x   0.99993660  =   0.99981110
 JW1268
 JW1268|---------------------------------------------------------------------|
 JW1268| PID    Reference Object                     Distance      Geod. Az  |
 JW1268|                                                           dddmmss.s |
 JW1268| CX3408 CHARLES RM 1                         22.714 METERS 03515     |
 JW1268| JW1269 FISHER RADIO STA WELD MAST          APPROX. 7.4 KM 0774849.4 |
 JW1268| HW3424 AIRWAY BEACON 31                    APPROX.16.9 KM 1112105.2 |
 JW1268| CX3409 CHARLES RM 2                         16.837 METERS 18606     |
 JW1268| HW3439 AIRWAY BCN 29 PETERSBURG APT        APPROX. 6.6 KM 2184540.0 |
 JW1268| CX3407 CHARLES AZ MK                                      2953359.6 |
 JW1268|---------------------------------------------------------------------|
 JW1268
 JW1268                          SUPERSEDED SURVEY CONTROL
 JW1268
 JW1268  NAD 83(1995)-  39 02 17.17046(N)    079 05 22.88207(W) AD(       ) 1
 JW1268  NAD 83(1986)-  39 02 17.17116(N)    079 05 22.88214(W) AD(       ) 1
 JW1268  NAD 27      -  39 02 16.77690(N)    079 05 23.76150(W) AD(       ) 1
 JW1268  NGVD 29 (07/19/86)  832.1    (m)         2730.     (f) VERT ANG       
 JW1268
 JW1268.Superseded values are not recommended for survey control.
 JW1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1268.See file dsdata.txt to determine how the superseded data were derived.
 JW1268
 JW1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6533522741(NAD 83)
 JW1268_MARKER: DS = TRIANGULATION STATION DISK
 JW1268_SETTING: 66 = SET IN ROCK OUTCROP
 JW1268
 JW1268  HISTORY     - Date     Condition        Report By
 JW1268  HISTORY     - 1941     MONUMENTED       CGS
 JW1268  HISTORY     - 1956     GOOD             CGS
 JW1268
 JW1268                          STATION DESCRIPTION
 JW1268
 JW1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1268'STATION IS ABOUT 4 MILES BY ROAD NE OF PETERSBURG, AT THE HIGHEST
 JW1268'POINT OF A PROMINENT
 JW1268'WOODED KNOB KNOWN AS CHARLES KNOB ON THE PATTERSON CREEK
 JW1268'MOUNTAINS.  IT IS ABOUT ON
 JW1268'THE HARDY-GRANT COUNTY LINE (UNMARKED),
 JW1268'17 FEET NW OF A 10-INCH OAK WITH A TRIANGULAR BLAZE.
 JW1268'
 JW1268'STATION MARK IS A STANDARD BRONZE DISK IN A DRILL HOLE, SET
 JW1268'FLUSH, IN THE TOP
 JW1268'OF A 1- BY 2-FOOT AREA OF OUTCROPPING BEDROCK
 JW1268'PROJECTING 6 INCHES AND STAMPED CHARLES 1941.
 JW1268'
 JW1268'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK IN A DRILL HOLE,
 JW1268'SET FLUSH IN THE
 JW1268'TOP OF A 1- BY 2-FOOT AREA OF OUTCROPPING BEDROCK
 JW1268'PROJECTING 6 INCHES AND IS STAMPED
 JW1268'CHARLES NO. 1 1941.
 JW1268'
 JW1268'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK IN A DRILL HOLE,
 JW1268'SET FLUSH, IN THE
 JW1268'TOP OF 1- BY 1-FOOT AREA OF OUTCROPPING BEDROCK
 JW1268'PROJECTING 6 INCHES AND IS STAMPED
 JW1268'CHARLES NO. 2 1941.
 JW1268'
 JW1268'AZIMUTH MARK IS A STANDARD DISK IN A DRILL HOLE, SET FLUSH
 JW1268'IN THE FLAT TOP
 JW1268'AND AT THE N END OF A CONCRETE CULVERT ABOUT 6
 JW1268'FEET LONG, AND 15 FEET E OF THE
 JW1268'CENTER LINE OF STATE HIGHWAY 42,
 JW1268'AND IS STAMPED CHARLES 1941.
 JW1268'
 JW1268'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY
 JW1268'220 AND STATE
 JW1268'HIGHWAY 28 IN PETERSBURG BY GOING N ON STATE HIGHWAY
 JW1268'28 FOR 0.8 MILE TO JUNCTION WITH
 JW1268'STATE HIGHWAY 42, GO NORTHEASTERLY
 JW1268'ON HIGHWAY 42 FOR 3.55 MILES TO A CULVERT AND MARK
 JW1268'ON THE RIGHT.
 JW1268'
 JW1268'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220
 JW1268'AND STATE HIGHWAY
 JW1268'28 IN PETERSBURG BY GOING NORTHEASTERLY ON COMBINED
 JW1268'HIGHWAYS 220 AND 28 FOR 0.8 MILE TO
 JW1268'A DIRT ROAD LEFT, ABOUT
 JW1268'50 YARDS E OF A BRIDGE CROSSING LUNICE CREEK.  LEAVE
 JW1268'HIGHWAY AND
 JW1268'FOLLOW DIRT ROAD UP HILL FOR 2.6 MILES TO A SIDE ROAD LEFT, TURN
 JW1268'LEFT AND GO 0.8
 JW1268'MILE TO AN APPLE ORCHARD ON THE RIGHT, ENTER
 JW1268'APPLE ORCHARD AND GO 0.3 MILE TO
 JW1268'THE NW CORNER, A FENCE CORNER AND
 JW1268'THE END OF TRUCK TRAVEL.  FROM HERE FOLLOW WOODS
 JW1268'TRAIL 0.5 MILE
 JW1268'NORTHWESTERLY TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 JW1268'
 JW1268'A 50-FOOT TOWER IS NEEDED TO SEE ALL LINES.
 JW1268
 JW1268                          STATION RECOVERY (1956)
 JW1268
 JW1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1268'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 JW1268'A ROAD HAS BEEN BUILT TO THE
 JW1268'STATION AND A FOUR WHEEL DRIVE TRUCK IS NEEDED.  A COMPLETE
 JW1268'DESCRIPTION FOLLOWS.
 JW1268'
 JW1268'STATION IS LOCATED, AIRLINE, ABOUT 3-1/2 MILES NORTHEAST OF
 JW1268'PETERSBURG AND ON THE HIGHEST
 JW1268'POINT OF A PROMINENT WOODED KNOB KNOWN AS CHARLES KNOB WHICH IS ON
 JW1268'THE PATTERSON CREEK MOUNTAINS.
 JW1268'
 JW1268'STATION IS REACHED AS FOLLOWS, FROM THE U.S. POST OFFICE IN
 JW1268'PETERSBURG, GO EAST ON U.S.
 JW1268'HIGHWAY 220 FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT JUST AFTER
 JW1268'CROSSING A BRIDGE, TURN LEFT ON A
 JW1268'DIRT ROAD AND GO 2.6 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND
 JW1268'GO 0.8 MILE TO AN ORCHARD ON THE
 JW1268'RIGHT, TURN LEFT, DOWN HILL, AND FOLLOW THE TRACK ROAD
 JW1268'WESTERLY AND THEN NORTHERLY FOR 1.0 MILE TO THE
 JW1268'TOP OF THE HILL AND THE STATION.
 JW1268'
 JW1268'STATION MARK, STAMPED CHARLES 1941, IS A STANDARD DISK CEMENTED IN A
 JW1268'DRILL HOLE ON OUTCROPPING
 JW1268'BEDROCK 8 BY 24 INCHES AND FLUSH WITH THE GROUND.  IT IS 125.0 FEET
 JW1268'NORTH OF A SMALL, CEMENT BLOCK, HOUSE
 JW1268'AND 18.2 FEET SOUTHWEST OF A WITNESS POST.
 JW1268'
 JW1268'REFERENCE MARK NUMBER 1, STAMPED CHARLES NO 1 1941, IS A STANDARD
 JW1268'DISK CEMENTED IN A DRILL
 JW1268'HOLE IN OUTCROPPING BEDROCK 10 BY 24 INCHES, PROJECTING 4 INCHES AND
 JW1268'IS 2 FEET LOWER THAN THE STATION.
 JW1268'IT IS 50.0 FEET SOUTH OF A WIRE FENCE AND 10.0 FEET SOUTHWEST
 JW1268'OF A 2 FOOT OAK TREE.
 JW1268'
 JW1268'REFERENCE MARK NUMBER 2, STAMPED CHARLES NO 2 1941, IS A STANDARD
 JW1268'DISK CEMENTED IN A DRILL
 JW1268'HOLE IN OUTCROPPING BEDROCK 10 BY 15 INCHES, PROJECTING 4 INCHES AND
 JW1268'IS 3 FEET LOWER THAN THE STATION.  IT
 JW1268'IS MARKED BY A SMALL CAIRN.
 JW1268'
 JW1268'AZIMUTH MARK, STAMPED CHARLES 1941, IS A STANDARD DISK CEMENTED IN A
 JW1268'DRILL HOLE IN THE NORTH END
 JW1268'OF A CONCRETE CULVERT WHICH IS ABOUT 6 FEET LONG.  IT IS ABOUT 1 FOOT
 JW1268'LOWER THAN THE CENTER OF THE
 JW1268'HIGHWAY, 15.0 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JW1268'HIGHWAY AND 3.0 FEET SOUTH OF THE END GUARD
 JW1268'POST.  TO REACH THE AZIMUTH MARK FROM THE
 JW1268'U.S. POST OFFICE IN PETERSBURG, GO NORTH ON STATE HIGHWAY 28
 JW1268'FOR 0.8 MILE TO THE JUNCTION WITH
 JW1268'STATE HIGHWAY 42, TURN RIGHT ON HIGHWAY 42 AND GO 3.5 MILES TO THE
 JW1268'CULVERT AND THE AZIMUTH MARK ON THE
 JW1268'RIGHT.  THIS IS 0.2 MILE SOUTH OF A HIGHWAY FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3047 ***********************************************************************
 HX3047  DESIGNATION -  CHARLESTON
 HX3047  PID         -  HX3047
 HX3047  STATE/COUNTY-  WV/KANAWHA
 HX3047  USGS QUAD   -  CHARLESTON EAST (1976)
 HX3047
 HX3047                         *CURRENT SURVEY CONTROL
 HX3047  ___________________________________________________________________
 HX3047* NAD 83(1995)-  38 21 04.11605(N)    081 36 30.57524(W)     ADJUSTED  
 HX3047* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 HX3047  ___________________________________________________________________
 HX3047  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 HX3047  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HX3047
 HX3047  HORZ ORDER  -  FIRST
 HX3047
 HX3047.The horizontal coordinates were established by classical geodetic methods
 HX3047.and adjusted by the National Geodetic Survey in April 1998..
 HX3047
 HX3047.The orthometric height was scaled from a topographic map.
 HX3047
 HX3047.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3047
 HX3047.The geoid height was determined by GEOID03.
 HX3047
 HX3047;                    North         East     Units Scale Factor Converg.
 HX3047;SPC WV S     -   150,136.645   546,814.509   MT  0.99992989   -0 22 34.2
 HX3047;UTM  17      - 4,244,951.455   446,831.441   MT  0.99963481   -0 22 39.2
 HX3047
 HX3047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3047!SPC WV S     -   0.99995139  x   0.99992989  =   0.99988128
 HX3047!UTM  17      -   0.99995139  x   0.99963481  =   0.99958622
 HX3047
 HX3047|---------------------------------------------------------------------|
 HX3047| PID    Reference Object                     Distance      Geod. Az  |
 HX3047|                                                           dddmmss.s |
 HX3047| DC3970 CHARLESTON RM 1                      13.075 METERS 11521     |
 HX3047| HX3044 CHARLESTON STATE CAPITOL DOME       APPROX. 1.7 KM 1912039.1 |
 HX3047| DC3969 CHARLESTON RM 3 AZIMUTH                            1981117.6 |
 HX3047| DC3971 CHARLESTON RM 2                      36.637 METERS 20930     |
 HX3047| HX3069 CHARLESTON LOUDEN HTS MUN TK        APPROX. 4.2 KM 2224747.5 |
 HX3047| HX3087 CHARLESTON S HILLS MUN TANK         APPROX. 3.3 KM 2545203.2 |
 HX3047|---------------------------------------------------------------------|
 HX3047
 HX3047                          SUPERSEDED SURVEY CONTROL
 HX3047
 HX3047  NAD 83(1995)-  38 21 04.12347(N)    081 36 30.58066(W) AD(       ) 1
 HX3047  NAD 83(1986)-  38 21 04.12415(N)    081 36 30.58153(W) AD(       ) 1
 HX3047  NAD 27      -  38 21 03.77400(N)    081 36 31.13700(W) AD(       ) 1
 HX3047
 HX3047.Superseded values are not recommended for survey control.
 HX3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3047.See file dsdata.txt to determine how the superseded data were derived.
 HX3047
 HX3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4683144951(NAD 83)
 HX3047_MARKER: DS = TRIANGULATION STATION DISK
 HX3047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3047_STAMPING: CHARLESTON 1933
 HX3047_MARK LOGO: CGS   
 HX3047_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HX3047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX3047+STABILITY: SURFACE MOTION
 HX3047
 HX3047  HISTORY     - Date     Condition        Report By
 HX3047  HISTORY     - 1933     MONUMENTED       CGS
 HX3047  HISTORY     - 1944     GOOD             CGS
 HX3047  HISTORY     - 1961     GOOD             CGS
 HX3047  HISTORY     - 1971     GOOD             NGS
 HX3047  HISTORY     - 1973     GOOD             NGS
 HX3047  HISTORY     - 1975     GOOD             NGS
 HX3047  HISTORY     - 1980     GOOD             LOCSUR
 HX3047  HISTORY     - 1982     GOOD             LOCENG
 HX3047  HISTORY     - 19920811 GOOD             USGS
 HX3047  HISTORY     - 20050915 GOOD             GEOCAC
 HX3047
 HX3047                          STATION DESCRIPTION
 HX3047
 HX3047'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 HX3047'STATION IS ON
 HX3047'CEMETERY HILL, ON
 HX3047'THE HIGHEST POINT OF THE HILL, IN THE NE CORNER
 HX3047'OF THE CEMETERY, AND ABOUT 100 YARDS
 HX3047'N OF A ROAD RUNNING AROUND
 HX3047'THE S SIDE OF THE HILL.
 HX3047'
 HX3047'SURFACE, UNDERGROUND, AND REFERENCE MARK 1 ARE BRONZE DISKS
 HX3047'SET IN CONCRETE.
 HX3047'REFERENCE MARK 2 IS A BRONZE DISK SET IN A
 HX3047'DRILL HOLE IN OUTCROPPING BEDROCK.
 HX3047'AZIMUTH MARK (R.M. 3) IS A
 HX3047'BRONZE DISK SET IN A DRILL HOLE IN A BOULDER.
 HX3047'
 HX3047'REFERENCE MARK 1 IS ON THE E SLOPE OF THE HILL.
 HX3047'
 HX3047'REFERENCE MARK 2 IS SW OF THE STATION, ON SLOPE OF HILL ALONG
 HX3047'TRAIL LEADING TO STATION.
 HX3047'
 HX3047'REFERENCE MARK 3 (AZ. MK.) IS ON THE N SLOPE OF THE HILL, IN
 HX3047'THE SW CORNER OF
 HX3047'THE CEMETERY, ABOUT 50 FEET FROM SUMMIT OF HILL,
 HX3047'ALONG FENCE LINE RUNNING ALONG SW
 HX3047'SIDE OF CEMETERY.  IT IS ABOUT
 HX3047'3 FEET N OF A LONE 6-INCH LOCUST TREE AND 40 FEET E
 HX3047'OF A LARGE
 HX3047'WHITE TOMBSTONE WITH THE NAME WITHROW.
 HX3047'
 HX3047'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 HX3047
 HX3047                          STATION RECOVERY (1944)
 HX3047
 HX3047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3047'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.
 HX3047'
 HX3047'STATION IS 17 FEET SW OF A SMALL WATER TANK.  THE DISK IS
 HX3047'STAMPED CHARLESTON
 HX3047'1933 AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 HX3047'
 HX3047'REFERENCE MARK 1 IS STAMPED CHARLESTON NO 1 1933.
 HX3047'
 HX3047'REFERENCE MARK 2 IS STAMPED CHARLESTON NO 2 1933.  IT IS
 HX3047'SET IN ROCK OUTCROP.
 HX3047'
 HX3047'AZIMUTH MARK IS IN A FENCE LINE ALONG THE SE SIDE OF THE
 HX3047'CEMETERY.  IT IS
 HX3047'STAMPED CHARLESTON NO 3 1933.
 HX3047'
 HX3047'TO REACH THE STATION FROM THE NW JCT, OF U.S. HIGHWAYS 119
 HX3047'AND 60 AND 21 AT
 HX3047'CHARLESTON, GO SE ON HIGHWAY 119 THROUGH THE
 HX3047'DOWNTOWN DISTRICT FOR 1.3 MILES.
 HX3047'TURN LEFT AT MILLERS TEXACO
 HX3047'SERVICE STATION, FOLLOW THIS STREET FOR 0.4 MILE TO
 HX3047'A T-INTERSECTION,
 HX3047'TURN RIGHT FOR 0.15 MILE, THEN TAKE THE LEFT FORK AND FOLLOW
 HX3047'A BRICK PAVEMENT
 HX3047'FOR 0.55 MILE TO A DIRT ROAD RIGHT JUST BEFORE
 HX3047'REACHING A STONE BUILDING WITH A
 HX3047'TILE ROOF.  TURN RIGHT AND KEEP
 HX3047'ALL LEFT FORKS FOR 0.35 MILE, THEN TURN SHARP RIGHT
 HX3047'ON A TRACK
 HX3047'ROAD WHICH CIRCLES TO THE LEFT AROUND THE HILL FOR 0.15 MILE TO
 HX3047'THE END OF TRUCK
 HX3047'TRAVEL.  PACK LEFT UP A BRUSHED-OUT TRAIL FOR
 HX3047'ABOUT 100 YARDS TO A WATER TANK AND STATION.
 HX3047'
 HX3047'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX3047
 HX3047                          STATION RECOVERY (1961)
 HX3047
 HX3047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 HX3047'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HX3047'CONDITION.  THE
 HX3047'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT RECOVERED THIS
 HX3047'DATE.
 HX3047
 HX3047                          STATION RECOVERY (1971)
 HX3047
 HX3047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
 HX3047'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE RMS AND AZIMUTH
 HX3047'MARK WERE NOT SEARCHED FOR.
 HX3047
 HX3047                          STATION RECOVERY (1973)
 HX3047
 HX3047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 HX3047'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 HX3047'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 HX3047'DUE TO THE THICK BRUSH AND TREES IN THE AREA OF THE STATION THE
 HX3047'ANGLE TO IT COULD NOT BE USED TO FIND IT.  IT IS BELIEVED THE MARK
 HX3047'IS STILL INTACT.  A SHORTER DISTANCE OF 0.168 METERS WAS NOTED TO
 HX3047'REFERENCE MARK ONE.  A LONGER DISTANCE OF 0.847 METERS WAS NOTED
 HX3047'TO REFERENCE MARK 2.  A DIFFERENCE OF 1 MINUTE AND 18 SECONDS IN
 HX3047'DIRECTION BETWEEN THE REFERENCE MARKS WERE NOTED.  THE 1944
 HX3047'OBSERVATIONS WERE USED FOR A CHECK.  THE REASON FOR THE GREAT
 HX3047'DIFFERENCES IS UNKNOWN, HOWEVER THE STATION SETS ON A HILL WHICH
 HX3047'IS ALSO OCCUPIED BY TWO LARGE WATER WATER TANKS AND THE AREA MAY
 HX3047'HAVE BEEN DISTURBED.
 HX3047'
 HX3047'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 HX3047'
 HX3047'THE STATION IS LOCATED ON A LOW HILL ABOUT 1 MILE NORTH-NORTHWEST
 HX3047'OF THE CAPITOL DOME IN CHARLESTON.  THE PROPERTY IS OWNED BY THE
 HX3047'CITY OF CHARLESTON.
 HX3047'
 HX3047'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 119, 60 AND 20 AT
 HX3047'WASHINGTON STREET AND MORRIS STREET IN CHARLESTON, GO NORTH ON
 HX3047'MORRIS STREET FOR 0.4 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO
 HX3047'EAST AND NORTH FOR 0.15 MILE TO A FORK.  KEEP LEFT AND CONTINUE
 HX3047'NORTH ON A PAVED STREET FOR 0.55 MILE TO A SIDE ROAD RIGHT AT A
 HX3047'LARGE CONCRETE BUILDING.  TURN RIGHT AND GO NORTHEAST ON A PAVED
 HX3047'ROAD THROUGH A CEMENTARY KEEPING LEFT AT ALL FORKS FOR 0.35
 HX3047'MILE TO A OFFSET CROSSROAD.  KEEP STRAIGHT AHEAD ON THE
 HX3047'PAVED ROAD FOR 0.05 MILE TO A FORK.  KEEP RIGHT AND GO NORTH UPHILL
 HX3047'ON A DIRT ROAD FOR 0.05 MILE TO A FORK.  KEEP RIGHT AND CONTINUE
 HX3047'NORTH UPHILL FOR 0.05 MILE TO A SMALL WATER TANK AND THE
 HX3047'STATION.
 HX3047'
 HX3047'THE STATION MARK IS A STANDARD DISK STAMPED CHARLESTON 1933, SET IN
 HX3047'THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 HX3047'IT IS 75 YARDS WEST-SOUTHWEST OF A LARGE WATER TANK 17 FEET
 HX3047'SOUTHWEST OF A SMALL WATER TANK AND 1 FOOT SOUTH OF A WITNESS POST.
 HX3047'
 HX3047'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHARLESTON NO 1 1933, SET
 HX3047'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1
 HX3047'INCH.  IT IS 44 FEET EAST-SOUTHEAST OF THE WITNESS POST AND 32
 HX3047'FEET SOUTH OF THE SMALL WATER TANK.
 HX3047'
 HX3047'REFERENCE MARK TWO IS A STANDARD DISK STAMPED CHARLESTON NO 2 1933,
 HX3047'CEMENTED IN A DRILL HOLE IN A OUTCROP OF BEDROCK WHICH IS 12 X 24
 HX3047'INCHES IN SIZE AND IT PROJECTS 4 INCHES.  IT IS 142 FEET SOUTHWEST
 HX3047'OF THE SMALL WATER TANK AND 126 FEET SOUTHWEST OF THE WITNESS
 HX3047'POST.
 HX3047'
 HX3047'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTH EDGE OF
 HX3047'CHARLESTON.
 HX3047
 HX3047                          STATION RECOVERY (1975)
 HX3047
 HX3047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AB)
 HX3047'THIS STATION WAS RECOVERED AS DESCRIBED IN C.L. NOVAK, 1973, RECOVERY
 HX3047'NOTE, TRIANGULATION STATION.
 HX3047'STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION.
 HX3047'
 HX3047'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH EDGE OF
 HX3047'CHARLESTON.
 HX3047
 HX3047                          STATION RECOVERY (1980)
 HX3047
 HX3047'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HX3047'CHARLESTON 1933 RECOVERED GOOD.
 HX3047
 HX3047                          STATION RECOVERY (1982)
 HX3047
 HX3047'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (RN)
 HX3047'CHARLESTON 1933 FOUND IN GOOD CONDITION AS DESCRIBED.
 HX3047'
 HX3047'AZIMUTH NOT FOUND.
 HX3047'
 HX3047'CAN DRIVE TO SITE NOW.  THERE IS A ROAD TO WATER TANK ABOUT 20 TO 30
 HX3047'FEET + OR - FROM MONUMENT.
 HX3047'
 HX3047'DISTANCE AND DIRECTION FROM NEAREST TOWN--STA. IS ON HIGHEST PT.
 HX3047'OF CEMETERY HILL, NE CORNER OF CEMETERY.
 HX3047
 HX3047                          STATION RECOVERY (1992)
 HX3047
 HX3047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (PWF)
 HX3047'TRIANGULATION STATION FOUND.  CONCRETE CRACKED 1/8 IN AND SHOULD BE
 HX3047'REPAIRED OR RESET.  RM1 SEARCHED FOR, BUT NOT FOUND.  BELIEVED TO
 HX3047'EXIST.  RM2 FOUND IN GOOD CONDITION.  RM3 (AZIMUTH) SEARCHED FOR, BUT
 HX3047'NOT FOUND.  BELIEVED DESTROYED.
 HX3047
 HX3047                          STATION RECOVERY (2005)
 HX3047
 HX3047'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HX3047'THE REFERENCE AND AZIMUTH MARKS NOT SEARCHED FOR THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3078 ***********************************************************************
 HX3078  DESIGNATION -  CHARLESTON ASTRONOMIC 1881
 HX3078  PID         -  HX3078
 HX3078  STATE/COUNTY-  WV/KANAWHA
 HX3078  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3078
 HX3078                         *CURRENT SURVEY CONTROL
 HX3078  ___________________________________________________________________
 HX3078* NAD 83(1995)-  38 21 02.38516(N)    081 37 58.85896(W)     ADJUSTED  
 HX3078* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 HX3078  ___________________________________________________________________
 HX3078  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 HX3078  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HX3078
 HX3078  HORZ ORDER  -  SECOND
 HX3078
 HX3078.The horizontal coordinates were established by classical geodetic methods
 HX3078.and adjusted by the National Geodetic Survey in April 1998..
 HX3078
 HX3078.The orthometric height was scaled from a topographic map.
 HX3078
 HX3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3078
 HX3078.The geoid height was determined by GEOID03.
 HX3078
 HX3078;                    North         East     Units Scale Factor Converg.
 HX3078;SPC WV S     -   150,097.636   544,670.716   MT  0.99992987   -0 23 28.8
 HX3078;UTM  17      - 4,244,912.511   444,688.277   MT  0.99963768   -0 23 34.0
 HX3078
 HX3078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3078!SPC WV S     -   0.99997681  x   0.99992987  =   0.99990669
 HX3078!UTM  17      -   0.99997681  x   0.99963768  =   0.99961450
 HX3078
 HX3078                          SUPERSEDED SURVEY CONTROL
 HX3078
 HX3078  NAD 83(1995)-  38 21 02.39247(N)    081 37 58.86447(W) AD(       ) 2
 HX3078  NAD 83(1986)-  38 21 02.39343(N)    081 37 58.86540(W) AD(       ) 2
 HX3078  NAD 27      -  38 21 02.04000(N)    081 37 59.43000(W) AD(       ) 2
 HX3078
 HX3078.Superseded values are not recommended for survey control.
 HX3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3078.See file dsdata.txt to determine how the superseded data were derived.
 HX3078
 HX3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4468844913(NAD 83)
 HX3078_MARKER: Z = SEE DESCRIPTION
 HX3078_SETTING: 0 = UNSPECIFIED SETTING
 HX3078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX3078
 HX3078  HISTORY     - Date     Condition        Report By
 HX3078  HISTORY     - 1881     MONUMENTED       CGS
 HX3078  HISTORY     - 1883     SEE DESCRIPTION  CGS
 HX3078  HISTORY     - 20050915 MARK NOT FOUND   GEOCAC
 HX3078
 HX3078                          STATION DESCRIPTION
 HX3078
 HX3078'DESCRIBED BY COAST AND GEODETIC SURVEY 1883
 HX3078'IN THE NORTHWESTERN PART OF THE STATEHOUSE GROUNDS AT
 HX3078'CHARLESTON.  THE
 HX3078'STATION IS MARKED BY A SANDSTONE PIER RESTING
 HX3078'ON A HEAVY MASONRY FOUNDATION.  IT
 HX3078'WAS LEARNED IN 1883 THAT THE
 HX3078'STATEHOUSE WAS REMODELED.  MEASUREMENTS WERE MADE TO
 HX3078'THE LOCATION
 HX3078'OF A PROPOSED NEW CUPOLA.  THE STATION IS 41.94 METERS WEST
 HX3078'AND 5.10 METERS
 HX3078'SOUTH OF THIS CUPOLA.
 HX3078
 HX3078                          STATION RECOVERY (2005)
 HX3078
 HX3078'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HX3078'THE STATEHOUSE BURNED IN 1921. THIS IS THE CURRENT LOCATION OF THE
 HX3078'17-STORY SUN TRUST BANK BUIDLING, AND THE STATION IS PRESUMED
 HX3078'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3104 ***********************************************************************
 HX3104  DESIGNATION -  CHARLESTON ATT MICROWAVE
 HX3104  PID         -  HX3104
 HX3104  STATE/COUNTY-  WV/KANAWHA
 HX3104  USGS QUAD   -  POCATALICO (1976)
 HX3104
 HX3104                         *CURRENT SURVEY CONTROL
 HX3104  ___________________________________________________________________
 HX3104* NAD 83(1995)-  38 24 01.74043(N)    081 44 19.25951(W)     ADJUSTED  
 HX3104* NAVD 88     -                                                        
 HX3104  ___________________________________________________________________
 HX3104  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 HX3104  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HX3104
 HX3104  HORZ ORDER  -  THIRD
 HX3104
 HX3104.The horizontal coordinates were established by classical geodetic methods
 HX3104.and adjusted by the National Geodetic Survey in April 1998..
 HX3104
 HX3104
 HX3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3104
 HX3104.The geoid height was determined by GEOID03.
 HX3104
 HX3104;                    North         East     Units Scale Factor Converg.
 HX3104;SPC WV S     -   155,695.726   535,479.081   MT  0.99993276   -0 27 23.9
 HX3104;UTM  17      - 4,250,509.285   435,499.457   MT  0.99965123   -0 27 31.9
 HX3104
 HX3104                          SUPERSEDED SURVEY CONTROL
 HX3104
 HX3104  NAD 83(1995)-  38 24 01.74669(N)    081 44 19.26505(W) AD(       ) 4
 HX3104  NAD 83(1986)-  38 24 01.74853(N)    081 44 19.26582(W) AD(       ) 4
 HX3104  NAD 27      -  38 24 01.41153(N)    081 44 19.80658(W) AD(       ) 3
 HX3104
 HX3104.Superseded values are not recommended for survey control.
 HX3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3104.See file dsdata.txt to determine how the superseded data were derived.
 HX3104
 HX3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3549950509(NAD 83)
 HX3104_MARKER: 45 = MICROWAVE TOWER
 HX3104
 HX3104  HISTORY     - Date     Condition        Report By
 HX3104  HISTORY     - 1976     FIRST OBSERVED   NGS
 HX3104
 HX3104                          STATION DESCRIPTION
 HX3104
 HX3104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3104'THE STATION, CHARLESTON AMERICAN TELEPHONE AND TELEGRAPH
 HX3104'MICROWAVE RELAY TOWER, IS A LIGHT ATOP A 4-LEGGED, SELF-SUPPORTING
 HX3104'TOWER THAT IS RED AND WHITE.  IT HAS SEVERAL REFLECTORS AT THE
 HX3104'TOP AND IS 334 FEET TALL.
 HX3104'
 HX3104'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 62 IN THE
 HX3104'WEST PART OF CHARLESTON, GO NORTHWEST ON HIGHWAY 62 FOR 3.0
 HX3104'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON A
 HX3104'GRAVELED ROAD FOR 0.4 MILE TO THE TOP OF THE HILL AND THE
 HX3104'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3065 ***********************************************************************
 HX3065  DESIGNATION -  CHARLESTON CITY POLICE MAST
 HX3065  PID         -  HX3065
 HX3065  STATE/COUNTY-  WV/KANAWHA
 HX3065  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3065
 HX3065                         *CURRENT SURVEY CONTROL
 HX3065  ___________________________________________________________________
 HX3065* NAD 83(1995)-  38 21 02.74573(N)    081 37 57.98142(W)     ADJUSTED  
 HX3065* NAVD 88     -                                                        
 HX3065  ___________________________________________________________________
 HX3065  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 HX3065  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HX3065
 HX3065  HORZ ORDER  -  THIRD
 HX3065
 HX3065.The horizontal coordinates were established by classical geodetic methods
 HX3065.and adjusted by the National Geodetic Survey in April 1998..
 HX3065
 HX3065
 HX3065.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3065
 HX3065.The geoid height was determined by GEOID03.
 HX3065
 HX3065;                    North         East     Units Scale Factor Converg.
 HX3065;SPC WV S     -   150,108.607   544,692.097   MT  0.99992988   -0 23 28.2
 HX3065;UTM  17      - 4,244,923.478   444,709.653   MT  0.99963765   -0 23 33.5
 HX3065
 HX3065                          SUPERSEDED SURVEY CONTROL
 HX3065
 HX3065  NAD 83(1995)-  38 21 02.75284(N)    081 37 57.98668(W) AD(       ) 4
 HX3065  NAD 83(1986)-  38 21 02.75380(N)    081 37 57.98783(W) AD(       ) 4
 HX3065  NAD 27      -  38 21 02.40500(N)    081 37 58.54300(W) AD(       ) 3
 HX3065
 HX3065.Superseded values are not recommended for survey control.
 HX3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3065.See file dsdata.txt to determine how the superseded data were derived.
 HX3065
 HX3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4471044923(NAD 83)
 HX3065_MARKER: 42 = RADIO/TV MAST
 HX3065
 HX3065  HISTORY     - Date     Condition        Report By
 HX3065  HISTORY     - 1944     FIRST OBSERVED   CGS
 HX3065  HISTORY     - 1958     GOOD             CGS
 HX3065  HISTORY     - 1973     GOOD             NGS
 HX3065
 HX3065                          STATION DESCRIPTION
 HX3065
 HX3065'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3065'STATION IS LOCATED ON THE ROOF OF THE 17-STORY KANAWHA
 HX3065'VALLEY BANK
 HX3065'LOCATED ON THE SE CORNER OF CAPITOL AND LEE STREETS
 HX3065'IN THE CITY OF CHARLESTON.  IT
 HX3065'IS A TRIANGULAR-SHAPED STEEL MAST
 HX3065'WITH A FLAGPOLE N THE TOP.
 HX3065'
 HX3065'THE POINT OBSERVED ON WAS THE POINT OF THE MAST.  IT IS OWNED
 HX3065'AND OPERATED BY
 HX3065'THE CHARLESTON CITY POLICE.
 HX3065
 HX3065                          STATION RECOVERY (1958)
 HX3065
 HX3065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3065'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 HX3065
 HX3065                          STATION RECOVERY (1973)
 HX3065
 HX3065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 HX3065'THE STATION WAS RECOVERED AS DESCRIBED BY F.N. IN 1944 AND FOUND TO
 HX3065'BE IN GOOD CONDITION.
 HX3065'
 HX3065'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN
 HX3065'CHARLESTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3068 ***********************************************************************
 HX3068  DESIGNATION -  CHARLESTON KANAWHA CC TK
 HX3068  PID         -  HX3068
 HX3068  STATE/COUNTY-  WV/KANAWHA
 HX3068  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3068
 HX3068                         *CURRENT SURVEY CONTROL
 HX3068  ___________________________________________________________________
 HX3068* NAD 83(1995)-  38 20 51.01256(N)    081 42 51.18951(W)     ADJUSTED  
 HX3068* NAVD 88     -                                                        
 HX3068  ___________________________________________________________________
 HX3068  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 HX3068  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HX3068
 HX3068  HORZ ORDER  -  THIRD
 HX3068
 HX3068.The horizontal coordinates were established by classical geodetic methods
 HX3068.and adjusted by the National Geodetic Survey in April 1998..
 HX3068
 HX3068
 HX3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3068
 HX3068.The geoid height was determined by GEOID03.
 HX3068
 HX3068;                    North         East     Units Scale Factor Converg.
 HX3068;SPC WV S     -   149,798.592   537,570.541   MT  0.99992971   -0 26 29.5
 HX3068;UTM  17      - 4,244,613.742   437,590.133   MT  0.99964797   -0 26 35.3
 HX3068
 HX3068                          SUPERSEDED SURVEY CONTROL
 HX3068
 HX3068  NAD 83(1995)-  38 20 51.01911(N)    081 42 51.19442(W) AD(       ) 4
 HX3068  NAD 83(1986)-  38 20 51.02070(N)    081 42 51.19590(W) AD(       ) 4
 HX3068  NAD 27      -  38 20 50.67800(N)    081 42 51.74500(W) AD(       ) 3
 HX3068
 HX3068.Superseded values are not recommended for survey control.
 HX3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3068.See file dsdata.txt to determine how the superseded data were derived.
 HX3068
 HX3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3759044614(NAD 83)
 HX3068_MARKER: 53 = ELEVATED TANK
 HX3068
 HX3068  HISTORY     - Date     Condition        Report By
 HX3068  HISTORY     - 1944     FIRST OBSERVED   CGS
 HX3068  HISTORY     - 1958     GOOD             CGS
 HX3068
 HX3068                          STATION DESCRIPTION
 HX3068
 HX3068'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3068'STATION IS LOCATED ABOUT 1.5 MILES SW OF
 HX3068'SOUTH CHARLESTON,
 HX3068'AT THE KANAWHA COUNTRY CLUB, ABOUT 50 FEET E OF
 HX3068'THE CLUBHOUSE.  THE TANK IS A
 HX3068'FOUR-LEGGED STEEL STRUCTURE PAINTED
 HX3068'LIGHT GRAY.  IT WAS ERECTED IN 1926 AND HAS A
 HX3068'CAPACITY OF 65,000 GALLONS.
 HX3068'GALLONS.
 HX3068'
 HX3068'OBSERVED.
 HX3068'
 HX3068'TO REACH THE STATION FROM THE KANAWHA RIVER BRIDGE, GO W ON
 HX3068'U.S. HIGHWAY 60
 HX3068'THROUGH SOUTH CHARLESTON FOR 3.2 MILES TO A SURFACED
 HX3068'ROAD LEFT.  TURN LEFT AND GO 0.5
 HX3068'MILE TO A RAILROAD CROSSING,
 HX3068'CROSS THE TRACKS, THEN TURN RIGHT FOR 0.1 MILE,
 HX3068'THEN TAKE
 HX3068'THE LEFT FORK FOR 1.0 MILE TO THE CLUBHOUSE AND STATION.
 HX3068
 HX3068                          STATION RECOVERY (1958)
 HX3068
 HX3068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3068'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED AND
 HX3068'FOUND TO BE IN GOOD CONDITION.
 HX3068'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3069 ***********************************************************************
 HX3069  DESIGNATION -  CHARLESTON LOUDEN HTS MUN TK
 HX3069  PID         -  HX3069
 HX3069  STATE/COUNTY-  WV/KANAWHA
 HX3069  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3069
 HX3069                         *CURRENT SURVEY CONTROL
 HX3069  ___________________________________________________________________
 HX3069* NAD 83(1995)-  38 19 23.13049(N)    081 38 29.24672(W)     ADJUSTED  
 HX3069* NAVD 88     -                                                        
 HX3069  ___________________________________________________________________
 HX3069  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 HX3069  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HX3069
 HX3069  HORZ ORDER  -  THIRD
 HX3069
 HX3069.The horizontal coordinates were established by classical geodetic methods
 HX3069.and adjusted by the National Geodetic Survey in April 1998..
 HX3069
 HX3069
 HX3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3069
 HX3069.The geoid height was determined by GEOID03.
 HX3069
 HX3069;                    North         East     Units Scale Factor Converg.
 HX3069;SPC WV S     -   147,042.567   543,911.752   MT  0.99992859   -0 23 47.6
 HX3069;UTM  17      - 4,241,858.349   443,929.462   MT  0.99963872   -0 23 52.0
 HX3069
 HX3069                          SUPERSEDED SURVEY CONTROL
 HX3069
 HX3069  NAD 83(1995)-  38 19 23.13784(N)    081 38 29.25156(W) AD(       ) 4
 HX3069  NAD 83(1986)-  38 19 23.13893(N)    081 38 29.25289(W) AD(       ) 4
 HX3069  NAD 27      -  38 19 22.78900(N)    081 38 29.80900(W) AD(       ) 3
 HX3069
 HX3069.Superseded values are not recommended for survey control.
 HX3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3069.See file dsdata.txt to determine how the superseded data were derived.
 HX3069
 HX3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4392941858(NAD 83)
 HX3069_MARKER: 51 = TANK
 HX3069
 HX3069  HISTORY     - Date     Condition        Report By
 HX3069  HISTORY     - 1944     FIRST OBSERVED   CGS
 HX3069  HISTORY     - 1975     GOOD             NGS
 HX3069
 HX3069                          STATION DESCRIPTION
 HX3069
 HX3069'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3069'STATION IS THE CONICAL-SHAPED WATER TANK ATOP A FOUR-LEGGED
 HX3069'STEEL STRUCTURE
 HX3069'ABOUT 60 FEET HIGH, BUILT IN 1923.  IT IS
 HX3069'PAINTED SILVER AND SUROUNDED BY A
 HX3069'WIRE FENCE.  THE LAND AND TANK
 HX3069'ARE OWNED BY THE WEST VIRGINIA WATER SERVICE
 HX3069'COMPANY.  THE POINT
 HX3069'OBSERVED ON WAS THE SMALL BALL ON TOP OF THE TANK.
 HX3069'
 HX3069'TO REACH FROM THE CHESAPEAKE AND OHIO RAILWAY DEPOT AND THE
 HX3069'BRIDGE OVER THE
 HX3069'KANAWHA RIVER IN THE CITY OF CHARLESTON, TURN LEFT
 HX3069'ON LOUDEN ROAD AND GO 1.2 MILES TO
 HX3069'A CONCRETE BRIDGE, CONTINUE
 HX3069'STRAIGHT AHEAD 0.6 MILE TO A T-INTERSECTION, TURN
 HX3069'LEFT AND GO 0.4
 HX3069'MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.25 MILE TO A TRACK
 HX3069'ROAD RIGHT, TURN
 HX3069'RIGHT ON TRACK ROAD AND KEEP RIGHT FORK FOR 0.15
 HX3069'MILE TO TOP OF THE HILL AND WATER TANK.
 HX3069
 HX3069                          STATION RECOVERY (1975)
 HX3069
 HX3069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (B)
 HX3069'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3058 ***********************************************************************
 HX3058  DESIGNATION -  CHARLESTON MAGNETIC
 HX3058  PID         -  HX3058
 HX3058  STATE/COUNTY-  WV/KANAWHA
 HX3058  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3058
 HX3058                         *CURRENT SURVEY CONTROL
 HX3058  ___________________________________________________________________
 HX3058* NAD 83(1995)-  38 21 13.74740(N)    081 37 34.90212(W)     ADJUSTED  
 HX3058* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 HX3058  ___________________________________________________________________
 HX3058  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 HX3058  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HX3058
 HX3058  HORZ ORDER  -  SECOND
 HX3058
 HX3058.The horizontal coordinates were established by classical geodetic methods
 HX3058.and adjusted by the National Geodetic Survey in April 1998..
 HX3058
 HX3058.The orthometric height was scaled from a topographic map.
 HX3058
 HX3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3058
 HX3058.The geoid height was determined by GEOID03.
 HX3058
 HX3058;                    North         East     Units Scale Factor Converg.
 HX3058;SPC WV S     -   150,443.997   545,254.732   MT  0.99993003   -0 23 14.0
 HX3058;UTM  17      - 4,245,258.756   445,272.130   MT  0.99963689   -0 23 19.2
 HX3058
 HX3058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3058!SPC WV S     -   0.99997446  x   0.99993003  =   0.99990449
 HX3058!UTM  17      -   0.99997446  x   0.99963689  =   0.99961136
 HX3058
 HX3058:                Primary Azimuth Mark                     Grid Az
 HX3058:SPC WV S     -  CHARLESTON MILLING CO TANK               162 19 46.7
 HX3058:UTM  17      -  CHARLESTON MILLING CO TANK               162 19 51.9
 HX3058
 HX3058|---------------------------------------------------------------------|
 HX3058| PID    Reference Object                     Distance      Geod. Az  |
 HX3058|                                                           dddmmss.s |
 HX3058| HX3053 CHARLESTON MILLING CO TANK          APPROX. 0.6 KM 1615632.7 |
 HX3058| DC3973 CHARLESTON MAGNETIC RM 1              9.855 METERS 16804     |
 HX3058| HX3069 CHARLESTON LOUDEN HTS MUN TK        APPROX. 3.7 KM 2010929.9 |
 HX3058| DC3972 CHARLESTON MAGNETIC AZ MK                          2185731.9 |
 HX3058| DC3974 CHARLESTON MAGNETIC RM 2              9.467 METERS 27717     |
 HX3058|---------------------------------------------------------------------|
 HX3058
 HX3058                          SUPERSEDED SURVEY CONTROL
 HX3058
 HX3058  NAD 83(1995)-  38 21 13.75467(N)    081 37 34.90745(W) AD(       ) 2
 HX3058  NAD 83(1986)-  38 21 13.75547(N)    081 37 34.90841(W) AD(       ) 2
 HX3058  NAD 27      -  38 21 13.40700(N)    081 37 35.46300(W) AD(       ) 2
 HX3058
 HX3058.Superseded values are not recommended for survey control.
 HX3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3058.See file dsdata.txt to determine how the superseded data were derived.
 HX3058
 HX3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4527245259(NAD 83)
 HX3058_MARKER: DM = MAGNETIC STATION DISK
 HX3058_SETTING: 0 = UNSPECIFIED SETTING
 HX3058
 HX3058  HISTORY     - Date     Condition        Report By
 HX3058  HISTORY     - 1944     MONUMENTED       CGS
 HX3058
 HX3058                          STATION DESCRIPTION
 HX3058
 HX3058'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3058'STATION IS LOCATED ON CAPITOL HILL, JUST E OF THE LINE OF CAPITOL
 HX3058'AVENUE
 HX3058'(PROLONGATION), AND OVERLOOKING DOWNTOWN CHARLESTON.  IT
 HX3058'IS ON THE FRONT LAWN OF
 HX3058'THE SAVAGE HOME LOCATED AT 146 SUNSET
 HX3058'DRIVE, 24 FEET W OF THE NW CORNER OF THE
 HX3058'HOUSE, 24 FEET E OF THE
 HX3058'E WALL OF SUNSET DRIVE, AND 26 FEET SSW OF THE N EDGE OF
 HX3058'THE SMALL
 HX3058'SIDEWALK AND THE DRIVEWAY.
 HX3058'
 HX3058'STATION MARK IS A BRONZE DISK SET IN A BROWNSTONE PROJECTING
 HX3058'10 INCHES ABOVE
 HX3058'THE GROUND.  THE TABLET IS NOT STAMPED.
 HX3058'
 HX3058'TO THE HOUSE.  THE
 HX3058'DISK IS STAMPED CHARLESTON MAGNETIC NO 1 1944.
 HX3058'1944.
 HX3058'
 HX3058'REFERENCE MARK 2 IS IN THE E CONCRETE WALL OF SUNSET DRIVE,
 HX3058'17 FEET S OF THE
 HX3058'CENTER LINE OF THE DRIVEWAY, AND 51 FEET N OF
 HX3058'THE N EDGE OF THE STEPS LEADING TO
 HX3058'THE HOUSE.  THE DISK IS STAMPED
 HX3058'CHARLESTON MAGNETIC NO 2 1944.
 HX3058'
 HX3058'AZIMUTH MARK IS ON THE SE CORNER OF SHREWSBURY AND LEWIS
 HX3058'STREETS IN
 HX3058'DOWNTOWN CHARLESTON.  IT IS SET IN THE SIDEWALK ONE
 HX3058'FOOT S OF THE S CURB OF
 HX3058'SHREWSBURY STREET AND 6 FEET E OF THE E
 HX3058'CURB OF LEWIS STREET.  THE DISK IS STAMPED
 HX3058'CHARLESTON MAGNETIC 1944.
 HX3058'
 HX3058'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3103 ***********************************************************************
 HX3103  DESIGNATION -  CHARLESTON RAD STA MAST WLAZ
 HX3103  PID         -  HX3103
 HX3103  STATE/COUNTY-  WV/KANAWHA
 HX3103  USGS QUAD   -  POCATALICO (1976)
 HX3103
 HX3103                         *CURRENT SURVEY CONTROL
 HX3103  ___________________________________________________________________
 HX3103* NAD 83(1995)-  38 22 35.20413(N)    081 42 09.13619(W)     ADJUSTED  
 HX3103* NAVD 88     -                                                        
 HX3103  ___________________________________________________________________
 HX3103  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 HX3103  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HX3103
 HX3103  HORZ ORDER  -  THIRD
 HX3103
 HX3103.The horizontal coordinates were established by classical geodetic methods
 HX3103.and adjusted by the National Geodetic Survey in April 1998..
 HX3103
 HX3103
 HX3103.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3103
 HX3103.The geoid height was determined by GEOID03.
 HX3103
 HX3103;                    North         East     Units Scale Factor Converg.
 HX3103;SPC WV S     -   153,003.142   538,615.943   MT  0.99993127   -0 26 03.5
 HX3103;UTM  17      - 4,247,817.352   438,635.335   MT  0.99964637   -0 26 10.2
 HX3103
 HX3103                          SUPERSEDED SURVEY CONTROL
 HX3103
 HX3103  NAD 83(1995)-  38 22 35.21031(N)    081 42 09.14190(W) AD(       ) 4
 HX3103  NAD 83(1986)-  38 22 35.21174(N)    081 42 09.14311(W) AD(       ) 4
 HX3103  NAD 27      -  38 22 34.87070(N)    081 42 09.68954(W) AD(       ) 3
 HX3103
 HX3103.Superseded values are not recommended for survey control.
 HX3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3103.See file dsdata.txt to determine how the superseded data were derived.
 HX3103
 HX3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3863547817(NAD 83)
 HX3103_MARKER: 42 = RADIO/TV MAST
 HX3103
 HX3103  HISTORY     - Date     Condition        Report By
 HX3103  HISTORY     - 1976     FIRST OBSERVED   NGS
 HX3103
 HX3103                          STATION DESCRIPTION
 HX3103
 HX3103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3103'THE STATION, CHRLESTON RADIO STATION WLAZ MAST, IS THE LIGHT
 HX3103'ATOP A TRIANGULAR STEEL, GUYED MAST, THAT IS PAINTED ORANGE AND
 HX3103'WHITE.  IT IS 288 FEET TALL AND IS 4 PACES WEST OF A TIN
 HX3103'BUILDING.
 HX3103'
 HX3103'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 62 AT
 HX3103'CHARLESTON, GO EAST ON HIGHWAY 25 FOR 0.15 MILE TO A SIDE ROAD
 HX3103'LEFT.  TURN LEFT AND FOLLOW NEASE DRIVE, UPHILL, FOR 0.2 MILE
 HX3103'TO A FORK.  KEEP RIGHT FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN
 HX3103'RIGHT AND GO UPHILL FOR 0.2 MILE TO THE TOP OF THE HILL AND
 HX3103'THE MAST.
 HX3103'
 HX3103'NOTE, IT WAS DETERMINED AT THE PROJECTS COMPLETION THAT THIS
 HX3103'MAST IS CHANGING OWNERSHIP TO THE WSCW RADIO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3087 ***********************************************************************
 HX3087  DESIGNATION -  CHARLESTON S HILLS MUN TANK
 HX3087  PID         -  HX3087
 HX3087  STATE/COUNTY-  WV/KANAWHA
 HX3087  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3087
 HX3087                         *CURRENT SURVEY CONTROL
 HX3087  ___________________________________________________________________
 HX3087* NAD 83(1995)-  38 20 36.32515(N)    081 38 40.96804(W)     ADJUSTED  
 HX3087* NAVD 88     -                                                        
 HX3087  ___________________________________________________________________
 HX3087  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 HX3087  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HX3087
 HX3087  HORZ ORDER  -  THIRD
 HX3087
 HX3087.The horizontal coordinates were established by classical geodetic methods
 HX3087.and adjusted by the National Geodetic Survey in April 1998..
 HX3087
 HX3087
 HX3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3087
 HX3087.The geoid height was determined by GEOID03.
 HX3087
 HX3087;                    North         East     Units Scale Factor Converg.
 HX3087;SPC WV S     -   149,301.220   543,642.761   MT  0.99992951   -0 23 54.8
 HX3087;UTM  17      - 4,244,116.353   443,660.601   MT  0.99963909   -0 23 59.9
 HX3087
 HX3087                          SUPERSEDED SURVEY CONTROL
 HX3087
 HX3087  NAD 83(1995)-  38 20 36.33235(N)    081 38 40.97312(W) AD(       ) 4
 HX3087  NAD 83(1986)-  38 20 36.33340(N)    081 38 40.97442(W) AD(       ) 4
 HX3087  NAD 27      -  38 20 35.98600(N)    081 38 41.53100(W) AD(       ) 3
 HX3087
 HX3087.Superseded values are not recommended for survey control.
 HX3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3087.See file dsdata.txt to determine how the superseded data were derived.
 HX3087
 HX3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4366144116(NAD 83)
 HX3087_MARKER: 53 = ELEVATED TANK
 HX3087
 HX3087  HISTORY     - Date     Condition        Report By
 HX3087  HISTORY     - 1944     FIRST OBSERVED   CGS
 HX3087  HISTORY     - 1961     GOOD             CGS
 HX3087  HISTORY     - 1975     GOOD             NGS
 HX3087
 HX3087                          STATION DESCRIPTION
 HX3087
 HX3087'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3087'STATION IS THE CONICAL WATER TANK ATOP A SIX-LEGGED STEEL
 HX3087'STRUCTURE ABOUT 90
 HX3087'FEET HIGH WITH ANOTHER TANK BETWEEN THE LEGS.
 HX3087'IT IS PAINTED SILVER AND SURROUNDED
 HX3087'BY A WIRE FENCE.  THE LAND
 HX3087'IS OWNED BY THE WEST VIRGINIA SERVICE COMPANY.  THE
 HX3087'POINT OBSERVED
 HX3087'ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
 HX3087'
 HX3087'TO REACH FROM THE CHESAPEAKE AND OHIO RAILWAY DEPOT AT THE SW
 HX3087'END OF THE BRIDGE
 HX3087'OVER THE KANAWHA RIVER IN CHARLESTON, GO W FOR
 HX3087'0.6 MILE TO KROGER STORE ON TOP OF
 HX3087'THE HILL, TURN RIGHT AND GO
 HX3087'0.15 MILE TO A T-INTERSECTION (CIRCLE ROAD), TURN
 HX3087'RIGHT AND GO
 HX3087'0.1 MILE TO FOOT OF THE HILL AND END OF TRUCK TRAVEL.  FROM HERE
 HX3087'GO N UP HILL
 HX3087'ABOUT 0.25 MILE TO THE TANK.
 HX3087
 HX3087                          STATION RECOVERY (1961)
 HX3087
 HX3087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 HX3087'THE STATION WAS RECOVERED AS DESCRIBED.  THE TANK WAS FOUND TO BE A 4
 HX3087'LEGGED STEEL STRUCTURE
 HX3087'APPROXIMATELY 90 FEET IN HEIGHT AND PAINTED SILVER.  THE SMALL
 HX3087'TANK, MENTIONED IN THE ORIGINAL
 HX3087'DESCRIPTION, NO LONGER EXISTS BUT THERE IS EVIDENCE
 HX3087'THAT THERE MAY HAVE BEEN ONE BELOW THE LARGER
 HX3087'TANK, WHICH IS THE STATION
 HX3087
 HX3087                          STATION RECOVERY (1975)
 HX3087
 HX3087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AB)
 HX3087'THIS STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3044 ***********************************************************************
 HX3044  DESIGNATION -  CHARLESTON STATE CAPITOL DOME
 HX3044  PID         -  HX3044
 HX3044  STATE/COUNTY-  WV/KANAWHA
 HX3044  USGS QUAD   -  CHARLESTON EAST (1976)
 HX3044
 HX3044                         *CURRENT SURVEY CONTROL
 HX3044  ___________________________________________________________________
 HX3044* NAD 83(1995)-  38 20 10.67725(N)    081 36 44.18683(W)     ADJUSTED  
 HX3044* NAVD 88     -                                                        
 HX3044  ___________________________________________________________________
 HX3044  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 HX3044  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HX3044
 HX3044  HORZ ORDER  -  THIRD
 HX3044
 HX3044.The horizontal coordinates were established by classical geodetic methods
 HX3044.and adjusted by the National Geodetic Survey in April 1998..
 HX3044
 HX3044
 HX3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3044
 HX3044.The geoid height was determined by GEOID03.
 HX3044
 HX3044;                    North         East     Units Scale Factor Converg.
 HX3044;SPC WV S     -   148,491.233   546,473.150   MT  0.99992918   -0 22 42.6
 HX3044;UTM  17      - 4,243,306.536   446,490.145   MT  0.99963526   -0 22 47.2
 HX3044
 HX3044                          SUPERSEDED SURVEY CONTROL
 HX3044
 HX3044  NAD 83(1995)-  38 20 10.68477(N)    081 36 44.19204(W) AD(       ) 4
 HX3044  NAD 83(1986)-  38 20 10.68557(N)    081 36 44.19328(W) AD(       ) 4
 HX3044  NAD 27      -  38 20 10.33500(N)    081 36 44.74000(W) AD(       ) 3
 HX3044
 HX3044.Superseded values are not recommended for survey control.
 HX3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3044.See file dsdata.txt to determine how the superseded data were derived.
 HX3044
 HX3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4649043307(NAD 83)
 HX3044_MARKER: 87 = DOME
 HX3044
 HX3044  HISTORY     - Date     Condition        Report By
 HX3044  HISTORY     - 1944     FIRST OBSERVED   CGS
 HX3044  HISTORY     - 1958     GOOD             CGS
 HX3044  HISTORY     - 1960     GOOD             CGS
 HX3044  HISTORY     - 1975     GOOD             NGS
 HX3044  HISTORY     - 20050915 GOOD             GEOCAC
 HX3044
 HX3044                          STATION DESCRIPTION
 HX3044
 HX3044'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3044'STATION IS LOCATED ON THE TOP OF THE DOME OF THE STATE CAPITOL.
 HX3044'
 HX3044'THE POINT OBSERVED WAS THE BASE OF THE ORNAMENTAL STAFF ON
 HX3044'THE TOP OF THE DOME.
 HX3044
 HX3044                          STATION RECOVERY (1958)
 HX3044
 HX3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3044'THE INTERSECTION STATION WAS RECOVERED IN EXCELLENT CONDITION.
 HX3044
 HX3044                          STATION RECOVERY (1960)
 HX3044
 HX3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 HX3044'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 HX3044'DESCRIPTION IS ADEQUATE AND COMPLETE.
 HX3044
 HX3044                          STATION RECOVERY (1975)
 HX3044
 HX3044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (B)
 HX3044'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HX3044'
 HX3044'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CHARLESTON.
 HX3044
 HX3044                          STATION RECOVERY (2005)
 HX3044
 HX3044'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HX3044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3584 ***********************************************************************
 HW3584  DESIGNATION -  CHEAT
 HW3584  PID         -  HW3584
 HW3584  STATE/COUNTY-  WV/RANDOLPH
 HW3584  USGS QUAD   -  MILL CREEK (1995)
 HW3584
 HW3584                         *CURRENT SURVEY CONTROL
 HW3584  ___________________________________________________________________
 HW3584* NAD 83(1995)-  38 41 09.80057(N)    079 53 38.72306(W)     ADJUSTED  
 HW3584* NAVD 88     -      1251.7    (meters)    4107.     (feet)  VERTCON   
 HW3584  ___________________________________________________________________
 HW3584  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 HW3584  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HW3584
 HW3584  HORZ ORDER  -  THIRD
 HW3584
 HW3584.The horizontal coordinates were established by classical geodetic methods
 HW3584.and adjusted by the National Geodetic Survey in April 1998..
 HW3584
 HW3584.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3584
 HW3584.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3584
 HW3584.The geoid height was determined by GEOID03.
 HW3584
 HW3584;                    North         East     Units Scale Factor Converg.
 HW3584;SPC WV S     -   187,711.413   696,217.184   MT  0.99996393   +0 41 01.2
 HW3584;UTM  17      - 4,282,519.050   596,185.770   MT  0.99971393   +0 41 28.7
 HW3584
 HW3584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3584!SPC WV S     -   0.99980843  x   0.99996393  =   0.99977237
 HW3584!UTM  17      -   0.99980843  x   0.99971393  =   0.99952242
 HW3584
 HW3584:                Primary Azimuth Mark                     Grid Az
 HW3584:SPC WV S     -  ELKINS PRESTON LUMBER TANK               006 14 39.4
 HW3584:UTM  17      -  ELKINS PRESTON LUMBER TANK               006 14 11.9
 HW3584
 HW3584|---------------------------------------------------------------------|
 HW3584| PID    Reference Object                     Distance      Geod. Az  |
 HW3584|                                                           dddmmss.s |
 HW3584| HW3587 ELKINS PRESTON LUMBER TANK          APPROX.26.5 KM 0065540.6 |
 HW3584| DC3976 CHEAT RM 1                           17.033 METERS 09713     |
 HW3584| DC3977 CHEAT RM 2                           24.176 METERS 18523     |
 HW3584| HW3580 BARTON                              APPROX. 8.3 KM 2015619.3 |
 HW3584| HW3599 DAILEY MOWER LUMBER CO TANK         APPROX.12.1 KM 3572640.2 |
 HW3584|---------------------------------------------------------------------|
 HW3584
 HW3584                          SUPERSEDED SURVEY CONTROL
 HW3584
 HW3584  NAD 83(1995)-  38 41 09.80814(N)    079 53 38.73421(W) AD(       ) 3
 HW3584  NAD 83(1986)-  38 41 09.80809(N)    079 53 38.73414(W) AD(       ) 3
 HW3584  NAD 27      -  38 41 09.40960(N)    079 53 39.49200(W) AD(       ) 3
 HW3584  NGVD 29 (07/19/86) 1251.8    (m)         4107.     (f) VERT ANG       
 HW3584
 HW3584.Superseded values are not recommended for survey control.
 HW3584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3584.See file dsdata.txt to determine how the superseded data were derived.
 HW3584
 HW3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9618682519(NAD 83)
 HW3584_MARKER: DS = TRIANGULATION STATION DISK
 HW3584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3584
 HW3584  HISTORY     - Date     Condition        Report By
 HW3584  HISTORY     - 1957     MONUMENTED       CGS
 HW3584
 HW3584                          STATION DESCRIPTION
 HW3584
 HW3584'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3584'THE STATION IS ABOUT 16-1/2 MILES SOUTH OF ELKINS, AND 5 MILES
 HW3584'EAST-SOUTHEAST OF
 HW3584'HUTTONSVILLE, ON A KNOB AT THE EASTERLY PART OF CHEAT MOUNTAIN, AND
 HW3584'IS ON PROPERTY OF THE
 HW3584'MONONGAHELA NATIONAL FOREST.
 HW3584'
 HW3584'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NOS. 219 AND 250, IN
 HW3584'HUTTONSVILLE, GO SOUTH AND
 HW3584'SOUTHEAST ON HIGHWAY 250 FOR 8.8 MILES TO SUMMIT OF MOUNTAIN GRADE
 HW3584'AND A SIDE ROAD ON THE LEFT.  TURN
 HW3584'LEFT, GO NORTHERLY ON GRAVELED ROAD FOR 4.2 MILES TO A ROAD FORK.
 HW3584'TAKE LEFT FORK, GO 1.35 MILES TO A WOODS
 HW3584'ROAD ON THE RIGHT, AT TRIANGULAR BLAZES ON THE
 HW3584'LEFT AND RIGHT.  (A 4-WHEEL DRIVE TRUCK IS NEEDED TO
 HW3584'CONTINUE TO STATION.) TURN RIGHT,
 HW3584'FOLLOW THE WOODS ROAD SOUTHERLY FOR 0.25 MILE TO A MEADOW.  TURN
 HW3584'RIGHT, GO WESTERLY ALONG THE EDGE OF
 HW3584'WOODS FOR 0.05 MILE TO WHERE A PHONE LINE ENTERS THE WOODS AT THE
 HW3584'WEST END OF MEADOW.  TURN RIGHT, GO
 HW3584'WEST PICKING WAY THROUGH WOODS FOR 0.2 MILE TO THE HIGHEST
 HW3584'PART OF HILL AND THE STATION.
 HW3584'
 HW3584'STATION MARKS ARE STANDARD DISKS STAMPED CHEAT 1957.  THE SURFACE
 HW3584'DISK IS SET IN A SQUARE
 HW3584'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 22 FEET EAST OF A
 HW3584'TRIANGULAR BLAZE ON THE EAST SIDE OF
 HW3584'A 10-INCH TREE, 19 FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZE ON
 HW3584'THE SOUTH SIDE OF A 10-INCH TREE, AND
 HW3584'14 FEET WEST OF A TRIANGULAR BLAZE ON THE EAST
 HW3584'SIDE OF A 6-INCH TREE.  A STANDARD WITNESS POST WAS SET
 HW3584'3 FEET WEST OF THE MARK.  THE
 HW3584'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 25 INCHES
 HW3584'BELOW THE SURFACE OF THE GROUND.
 HW3584'
 HW3584'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHEAT NO 1 1957, IS SET
 HW3584'IN A SQUARE CONCRETE POST
 HW3584'WHICH PROJECTS 6 INCHES.  IT IS 10 FEET SOUTH OF A TRIANGULAR BLAZE
 HW3584'ON THE SOUTH SIDE OF AN 8-INCH
 HW3584'TREE, AND IS ON THE EAST SLOPE OF HILL ABOUT 2 FEET LOWER
 HW3584'THAN STATION.
 HW3584'
 HW3584'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHEAT NO 2 1957, IS SET
 HW3584'IN A SQUARE CONCRETE POST
 HW3584'WHICH PROJECTS 6 INCHES.  IT IS 11 FEET SOUTH-SOUTHEAST OF A
 HW3584'TRIANGULAR BLAZE ON A 10-INCH
 HW3584'SPRUCE TREE, AND IS ON THE SOUTH SLOPE OF HILL ABOUT 1 FOOT LOWER
 HW3584'THAN STATION.
 HW3584'
 HW3584'NO AZIMUTH MARK WAS SET.
 HW3584'
 HW3584'HEIGHT OF LIGHT ABOVE STATION MARK 26.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1754 ***********************************************************************
 JW1754  CBN         -  This is a Cooperative Base Network Control Station.
 JW1754  DESIGNATION -  CHEAT
 JW1754  PID         -  JW1754
 JW1754  STATE/COUNTY-  WV/TUCKER
 JW1754  USGS QUAD   -  PARSONS (1995)
 JW1754
 JW1754                         *CURRENT SURVEY CONTROL
 JW1754  ___________________________________________________________________
 JW1754* NAD 83(1995)-  39 05 23.77406(N)    079 39 43.92384(W)     ADJUSTED  
 JW1754* NAVD 88     -       506.48   (meters)    1661.7    (feet)  LEVELING  
 JW1754  ___________________________________________________________________
 JW1754  X           -     889,612.902 (meters)                     COMP
 JW1754  Y           -  -4,876,932.555 (meters)                     COMP
 JW1754  Z           -   4,000,371.281 (meters)                     COMP
 JW1754  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 JW1754  ELLIP HEIGHT-         475.43  (meters)          (04/23/01) GPS OBS
 JW1754  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JW1754
 JW1754  HORZ ORDER  -  A
 JW1754  VERT ORDER  -  THIRD ?
 JW1754  ELLP ORDER  -  FOURTH    CLASS I
 JW1754
 JW1754.The horizontal coordinates were established by GPS observations
 JW1754.and adjusted by the National Geodetic Survey in April 2001..
 JW1754
 JW1754.The orthometric height was determined by differential leveling.
 JW1754.The vertical network tie was performed by a horz. field party for horz.
 JW1754.obs reductions. Reset procedures were used to establish the elevation.
 JW1754
 JW1754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1754
 JW1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1754
 JW1754.The ellipsoidal height was determined by GPS observations
 JW1754.and is referenced to NAD 83.
 JW1754
 JW1754.The geoid height was determined by GEOID03.
 JW1754
 JW1754;                    North         East     Units Scale Factor Converg.
 JW1754;SPC WV N     -    65,505.767   585,967.139   MT  0.99998421   -0 06 12.4
 JW1754;UTM  17      - 4,327,608.856   615,697.738   MT  0.99976482   +0 50 37.1
 JW1754
 JW1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1754!SPC WV N     -   0.99992541  x   0.99998421  =   0.99990962
 JW1754!UTM  17      -   0.99992541  x   0.99976482  =   0.99969025
 JW1754
 JW1754                          SUPERSEDED SURVEY CONTROL
 JW1754
 JW1754  NAD 83(1995)-  39 05 23.77647(N)    079 39 43.92501(W) AD(       ) 1
 JW1754  ELLIP H (04/01/98)  475.37   (m)                       GP(       ) 4 1
 JW1754  NAD 83(1995)-  39 05 23.78578(N)    079 39 43.93337(W) AD(       ) 1
 JW1754
 JW1754.Superseded values are not recommended for survey control.
 JW1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1754.See file dsdata.txt to determine how the superseded data were derived.
 JW1754
 JW1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1569827609(NAD 83)
 JW1754_MARKER: DD = SURVEY DISK
 JW1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1754_SP_SET: CONCRETE POST
 JW1754_STAMPING: CHEAT GPS 1992
 JW1754_MARK LOGO: USFS  
 JW1754_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1754+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2000
 JW1754
 JW1754  HISTORY     - Date     Condition        Report By
 JW1754  HISTORY     - 1992     MONUMENTED       USFS
 JW1754  HISTORY     - 20000329 GOOD             WVALS
 JW1754
 JW1754                          STATION DESCRIPTION
 JW1754
 JW1754'DESCRIBED BY US FOREST SERVICE 1992
 JW1754'LOCATED AT THE CHEAT RANGER STATION IN THE COUNTY OF TUCKER IN THE
 JW1754'STATE OF WEST VIRGINIA.
 JW1754'TO REACH - FROM PARSONS, WEST VIRGINIA PROCEED NORTH ON ROUTE 219 FOR
 JW1754'APPROXIMATELY 1 MI (1.6 KM) TO CHEAT RANGER STATION.
 JW1754'STATION IS A BRASS DISC IN A 10 IN X 10 IN CONCRETE MONUMENT NORTHEAST
 JW1754'OF THE RANGER STATION INSIDE A CHAIN LINK FENCE ENCLOSING WEATHER
 JW1754'MONITORING INSTRUMENTS.  STATION IS STAMPED CHEAT GPS 1992.
 JW1754
 JW1754                          STATION RECOVERY (2000)
 JW1754
 JW1754'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (TBF)
 JW1754'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1350 ***********************************************************************
 JW1350  DESIGNATION -  CHESTNUT
 JW1350  PID         -  JW1350
 JW1350  STATE/COUNTY-  WV/PRESTON
 JW1350  USGS QUAD   -  LAKE LYNN (1976)
 JW1350
 JW1350                         *CURRENT SURVEY CONTROL
 JW1350  ___________________________________________________________________
 JW1350* NAD 83(1995)-  39 41 43.80263(N)    079 45 45.95592(W)     ADJUSTED  
 JW1350* NAVD 88     -       792.3    (meters)    2599.     (feet)  VERTCON   
 JW1350  ___________________________________________________________________
 JW1350  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 JW1350  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JW1350
 JW1350  HORZ ORDER  -  FIRST
 JW1350
 JW1350.The horizontal coordinates were established by classical geodetic methods
 JW1350.and adjusted by the National Geodetic Survey in April 1998..
 JW1350
 JW1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1350
 JW1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1350
 JW1350.The geoid height was determined by GEOID03.
 JW1350
 JW1350;                    North         East     Units Scale Factor Converg.
 JW1350;SPC WV N     -   132,754.406   577,463.439   MT  0.99994148   -0 10 03.3
 JW1350;SPC PA S     -    42,180.882   427,368.233   MT  1.00004570   -1 18 21.1
 JW1350;SPC PA S     -   138,388.44  1,402,123.94   sFT  1.00004570   -1 18 21.1
 JW1350;UTM  17      - 4,394,693.259   606,079.101   MT  0.99973854   +0 47 25.1
 JW1350
 JW1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1350!SPC WV N     -   0.99988076  x   0.99994148  =   0.99982225
 JW1350!SPC PA S     -   0.99988076  x   1.00004570  =   0.99992645
 JW1350!UTM  17      -   0.99988076  x   0.99973854  =   0.99961933
 JW1350
 JW1350|---------------------------------------------------------------------|
 JW1350| PID    Reference Object                     Distance      Geod. Az  |
 JW1350|                                                           dddmmss.s |
 JW1350| CX5313 SAND SPRINGS RM 2                    14.741 METERS 00908     |
 JW1350| JW1256 FIKE                                APPROX.24.1 KM 0763352.1 |
 JW1350| JW1349 SAND SPRINGS                         15.649 METERS 13806     |
 JW1350| JW1353 RIDGEDALE ATT MICROWAVE             APPROX.23.1 KM 2124227.2 |
 JW1350| CX5312 SAND SPRINGS RM 1                    26.133 METERS 23054     |
 JW1350| JW1358 APT BCN MORGANTOWN APT              APPROX.14.7 KM 2472403.7 |
 JW1350|---------------------------------------------------------------------|
 JW1350
 JW1350                          SUPERSEDED SURVEY CONTROL
 JW1350
 JW1350  NAD 83(1986)-  39 41 43.80647(N)    079 45 45.96157(W) AD(       ) 1
 JW1350  NAD 27      -  39 41 43.52499(N)    079 45 46.76636(W) AD(       ) 1
 JW1350  NGVD 29 (02/08/94)  792.4    (m)         2600.     (f) GPS OBS        
 JW1350
 JW1350.Superseded values are not recommended for survey control.
 JW1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1350.See file dsdata.txt to determine how the superseded data were derived.
 JW1350
 JW1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD0607994693(NAD 83)
 JW1350_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JW1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1350_SP_SET: CONCRETE POST
 JW1350_STAMPING: CHESTNUT 1975
 JW1350_MARK LOGO: NGS   
 JW1350_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1350+STABILITY: SURFACE MOTION
 JW1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1350+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 JW1350
 JW1350  HISTORY     - Date     Condition        Report By
 JW1350  HISTORY     - 1975     MONUMENTED       NGS
 JW1350  HISTORY     - 1975     GOOD             NGS
 JW1350  HISTORY     - 19880710 GOOD
 JW1350  HISTORY     - 19890125 GOOD             HARTMN
 JW1350
 JW1350                          STATION DESCRIPTION
 JW1350
 JW1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1350'THE STATION IS ABOUT 3.5 MILES NORTH OF THE SMALL COMMUNITY OF
 JW1350'PISGAH, 7 MILES NORTHWEST OF BRUCETON MILLS, 11 MILES NORTHEAST OF
 JW1350'MORGANTOWN AND ON PROPERTY OF THE WEST VIRGINIA FOREST SERVICE.
 JW1350'PERMISSION WAS OBTAINED FROM LOWELL MCPHERSON, DEPARTMENT OF
 JW1350'NATURAL RESOURCES, DIVISION OF FORESTRY, PIEDMONT, WEST VIRGINIA
 JW1350'
 JW1350'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 48 AND
 JW1350'STATE HIGHWAYS 73 AND 12, ABOUT 8 MILES EAST OF MORGANTOWN,
 JW1350'GO NORTH ON STATE HIGHWAYS 12 AND 73 FOR 0.1 MILE TO THE
 JW1350'JUNCTION WITH STATE HIGHWAY 73 NORTH. TURN RIGHT AND GO EASTERLY
 JW1350'ON STATE HIGHWAY 73 FOR 0.5 MILE TO A SIDE ROAD LEFT. TURN LEFT
 JW1350'AND GO NORTHERLY ON SAND SPRINGS ROAD FOR 1.6 MILES TO WHERE THE
 JW1350'PAVED ROAD TURNS LEFT AND A GRADED GRAVEL ROAD CONTINUES NORTH.
 JW1350'CONTINUE NORTH ON A GRADED GRAVEL ROAD FOR 1.7 MILES TO A SIDE
 JW1350'ROAD RIGHT, A REVERSE FORK. TURN RIGHT AND GO EAST AND NORTH
 JW1350'FOR 0.3 MILE ALONG CHESTNUT RIDGE TO THE STATION NEAR A
 JW1350'LOOKOUT TOWER.
 JW1350'
 JW1350'THE STATION MARKS ARE STANDARD DISKS STAMPED---CHESTNUT 1975---, SET
 JW1350'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MOMUMENT THAT,
 JW1350'PROJECTS 1 INCH ABOVE THE GROUND. IT IS 15.5 FEET SOUTHWEST
 JW1350'OF THE APPROXIMATE CENTER OF A GRAVEL ROAD, 36.5 FEET NORTH
 JW1350'OF THE NORTHWEST LEG OF A LOOKOUT TOEWER AND 79.7 FEET SOUTH OF
 JW1350'THE SOUTHWEST CORNER OF A SMALL CABIN.
 JW1350'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 JW1350'36 INCHES BELOW THE GROUND.
 JW1350'
 JW1350'SAND SPRINGS USGS 1975 IS A STANDARD DISK OF THE U S GEOLOGICAL
 JW1350'SURVEY STAMPED---SAND SPRINGS 2600 1956---, SET IN THE TOP OF AN
 JW1350'8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 JW1350'THE GROUND. IT IS 15.7 FEET SOUTHEAST OF THE NORTHWEST LEG
 JW1350'OF THE LOOKOUT TOWER, 69.9 FEET SOUTH OF THE APPROXIMATE CENTER
 JW1350'OF THE GRAVEL ROAD AND 118.0 FEET SOUTH OF THE SOUTHWEST CORNER
 JW1350'OF THE CABIN.
 JW1350'
 JW1350'REFERENCE MARK 1 IS A STANDARD DISK OF THE U S GEOLOGICAL
 JW1350'SURVEY STAMPED---NO 1 1956---, SET IN THE TOP OF AN 8-INCH SQUARE
 JW1350'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 JW1350'IT IS 25.0 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVEL
 JW1350'ROAD, 88.8 FEET WEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER
 JW1350'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 JW1350'
 JW1350'REFERENCE MARK 2 IS A STANDARD DISK OF THE U S GEOLOGICAL
 JW1350'SURVEY STAMPED---NO 2 1956---, SET IN THE TOP OF AN 8-INCH SQUARE
 JW1350'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND.
 JW1350'IT IS 22.6 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVEL
 JW1350'ROAD, 31.3 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CABIN AND
 JW1350'IS ABOUT THE SAME ELEVATION AS THE STATION.
 JW1350'
 JW1350'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 JW1350'HEIGHT OF LIGHT ABOVE MARK 26.5 METERS.
 JW1350
 JW1350                          STATION RECOVERY (1975)
 JW1350
 JW1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JW1350'RECOVERED IN GOOD CONDITION.
 JW1350
 JW1350                          STATION RECOVERY (1988)
 JW1350
 JW1350'RECOVERED 1988
 JW1350'RECOVERED IN GOOD CONDITION.
 JW1350
 JW1350                          STATION RECOVERY (1989)
 JW1350
 JW1350'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1350'RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1418 ***********************************************************************
 JW1418  DESIGNATION -  CHESTNUT OAK USGS 1927
 JW1418  PID         -  JW1418
 JW1418  STATE/COUNTY-  WV/BERKELEY
 JW1418  USGS QUAD   -  TABLERS STATION (1979)
 JW1418
 JW1418                         *CURRENT SURVEY CONTROL
 JW1418  ___________________________________________________________________
 JW1418* NAD 83(1995)-  39 25 11.98913(N)    078 05 20.46842(W)     ADJUSTED  
 JW1418* NAVD 88     -       512.     (meters)    1680.     (feet)  SCALED    
 JW1418  ___________________________________________________________________
 JW1418  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 JW1418  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JW1418
 JW1418  HORZ ORDER  -  SECOND
 JW1418
 JW1418.The horizontal coordinates were established by classical geodetic methods
 JW1418.and adjusted by the National Geodetic Survey in April 1998..
 JW1418
 JW1418.The orthometric height was scaled from a topographic map.
 JW1418
 JW1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1418
 JW1418.The geoid height was determined by GEOID03.
 JW1418
 JW1418;                    North         East     Units Scale Factor Converg.
 JW1418;SPC WV N     -   103,089.175   721,490.902   MT  0.99994717   +0 53 59.6
 JW1418;UTM  17      - 4,367,429.984   750,591.052   MT  1.00037323   +1 50 58.0
 JW1418
 JW1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1418!SPC WV N     -   0.99992504  x   0.99994717  =   0.99987222
 JW1418!UTM  17      -   0.99992504  x   1.00037323  =   1.00029824
 JW1418
 JW1418                          SUPERSEDED SURVEY CONTROL
 JW1418
 JW1418  NAD 83(1995)-  39 25 11.98908(N)    078 05 20.46842(W) AD(       ) 2
 JW1418  NAD 83(1995)-  39 25 11.98924(N)    078 05 20.47131(W) AD(       ) 2
 JW1418  NAD 83(1986)-  39 25 11.98955(N)    078 05 20.47632(W) AD(       ) 2
 JW1418  NAD 27      -  39 25 11.63300(N)    078 05 21.47300(W) AD(       ) 2
 JW1418
 JW1418.Superseded values are not recommended for survey control.
 JW1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1418.See file dsdata.txt to determine how the superseded data were derived.
 JW1418
 JW1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD5059167430(NAD 83)
 JW1418
 JW1418  HISTORY     - Date     Condition        Report By
 JW1418  HISTORY     - 1927     FIRST OBSERVED   USGS
 JW1418
 JW1418                          STATION DESCRIPTION
 JW1418
 JW1418'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 JW1418'REACHED FROM MARTINSBURG BY MACADAMIZED ROAD TO ARDEN, THENCE
 JW1418'SW 1 MILE, KEEPING
 JW1418'RIGHT-HAND ROAD AFTER CROSSING BRIDGE.  KEEP
 JW1418'RIGHT-HAND FORK 0.3 MILE PAST BRIDGE.
 JW1418'KEEP RIGHT HAND AFTER CROSSING
 JW1418'FORK 1/2 MILE.  KEEP LEFT HAND 1/2 MILE TO TRINITY
 JW1418'CHURCH ON
 JW1418'RIGHT, THENCE STRAIGHT AHEAD 300 YARDS TO MR. LIGHTS PLACE AT END
 JW1418'OF ROAD.  MR.
 JW1418'LIGHT WILL GIVE DIRECTIONS FOR REACHING STATION.
 JW1418'AFTER PASSING THROUGH HIS PLACE,
 JW1418'FOLLOW LOG SKIDWAY, TURNING LEFT
 JW1418'NEAR TOP OF WOOD ROAD.  A ROCK CAIRN WAS BUILT ON
 JW1418'THE RIGHT HAND
 JW1418'SIDE OF ROAD ABOUT 1/4 MILE FROM FORK.  TURN RIGHT, THROUGH BRUSH,
 JW1418'150 YARDS TO
 JW1418'STATION.  CENTER OF CHESTNUT OAK WAS USED AS SIGNAL
 JW1418'BY U.S.G.S.  UNABLE TO FIND
 JW1418'U.S.G.S. MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0770 ***********************************************************************
 KY0770  DESIGNATION -  CHISELED CIRCLE 26
 KY0770  PID         -  KY0770
 KY0770  STATE/COUNTY-  WV/OHIO
 KY0770  USGS QUAD   -  WHEELING (1994)
 KY0770
 KY0770                         *CURRENT SURVEY CONTROL
 KY0770  ___________________________________________________________________
 KY0770* NAD 83(1986)-  40 04 40.     (N)    080 43 36.     (W)     SCALED    
 KY0770* NAVD 88     -       200.854  (meters)     658.97   (feet)  ADJUSTED  
 KY0770  ___________________________________________________________________
 KY0770  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0770  DYNAMIC HT  -         200.742 (meters)     658.60  (feet)  COMP
 KY0770  MODELED GRAV-     980,067.5   (mgal)                       NAVD 88
 KY0770
 KY0770  VERT ORDER  -  SECOND    CLASS 0
 KY0770
 KY0770.The horizontal coordinates were scaled from a topographic map and have
 KY0770.an estimated accuracy of +/- 6 seconds.
 KY0770
 KY0770.The orthometric height was determined by differential leveling
 KY0770.and adjusted by the National Geodetic Survey in June 1991..
 KY0770
 KY0770.The geoid height was determined by GEOID03.
 KY0770
 KY0770.The dynamic height is computed by dividing the NAVD 88
 KY0770.geopotential number by the normal gravity value computed on the
 KY0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0770.degrees latitude (g = 980.6199 gals.).
 KY0770
 KY0770.The modeled gravity was interpolated from observed gravity values.
 KY0770
 KY0770;                    North         East    Units  Estimated Accuracy
 KY0770;SPC WV N     -   175,880.      495,380.      MT  (+/- 180 meters Scaled)
 KY0770
 KY0770                          SUPERSEDED SURVEY CONTROL
 KY0770
 KY0770  NGVD 29 (??/??/92)  201.014  (m)          659.49   (f) ADJ UNCH    2 0
 KY0770
 KY0770.Superseded values are not recommended for survey control.
 KY0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0770.See file dsdata.txt to determine how the superseded data were derived.
 KY0770
 KY0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE233364(NAD 83)
 KY0770_MARKER: O = CHISELED CIRCLE
 KY0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0770_SP_SET: CON SLAB
 KY0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0770
 KY0770  HISTORY     - Date     Condition        Report By
 KY0770  HISTORY     - UNK      MONUMENTED       PRR
 KY0770  HISTORY     - 1957     GOOD             NGS
 KY0770  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0770
 KY0770                          STATION DESCRIPTION
 KY0770
 KY0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0770'AT WHEELING.
 KY0770'AT WHEELING, OHIO COUNTY, ON THE PENNSYLVANIA RAILROAD, 0.8 MILE
 KY0770'NORTHEAST OF THE FREIGHT STATION, 50 FEET NORTH OF THE CURB OF
 KY0770'FIFTH STREET, AND ON THE SOUTHEAST CORNER OF A SQUARE CONCRETE
 KY0770'SLAB.  A CHISELED CIRCLE.
 KY0770
 KY0770                          STATION RECOVERY (1983)
 KY0770
 KY0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0770'NOT RECOVERED, NO CONCRETE SLAB WAS FOUND, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0771 ***********************************************************************
 KY0771  DESIGNATION -  CHISELED CIRCLE 27
 KY0771  PID         -  KY0771
 KY0771  STATE/COUNTY-  WV/OHIO
 KY0771  USGS QUAD   -  WHEELING (1994)
 KY0771
 KY0771                         *CURRENT SURVEY CONTROL
 KY0771  ___________________________________________________________________
 KY0771* NAD 83(1986)-  40 05 09.     (N)    080 43 27.     (W)     SCALED    
 KY0771* NAVD 88     -       200.25   (+/-2cm)     657.0    (feet)  VERTCON   
 KY0771  ___________________________________________________________________
 KY0771  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0771
 KY0771  VERT ORDER  -  ? (See Below)
 KY0771
 KY0771.The horizontal coordinates were scaled from a topographic map and have
 KY0771.an estimated accuracy of +/- 6 seconds.
 KY0771
 KY0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0771.The vertical order pertains to the NGVD 29 superseded value.
 KY0771
 KY0771.The geoid height was determined by GEOID03.
 KY0771
 KY0771;                    North         East    Units  Estimated Accuracy
 KY0771;SPC WV N     -   176,770.      495,600.      MT  (+/- 180 meters Scaled)
 KY0771
 KY0771                          SUPERSEDED SURVEY CONTROL
 KY0771
 KY0771  NGVD 29 (??/??/92)  200.411  (m)          657.52   (f) ADJ UNCH    ?  
 KY0771
 KY0771.Superseded values are not recommended for survey control.
 KY0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0771.See file dsdata.txt to determine how the superseded data were derived.
 KY0771
 KY0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE235373(NAD 83)
 KY0771_MARKER: O = CHISELED CIRCLE
 KY0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0771_SP_SET: BASE
 KY0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0771
 KY0771  HISTORY     - Date     Condition        Report By
 KY0771  HISTORY     - UNK      MONUMENTED       PRR
 KY0771  HISTORY     - 1936     GOOD             NGS
 KY0771  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0771
 KY0771                          STATION DESCRIPTION
 KY0771
 KY0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0771'AT WHEELING.
 KY0771'AT WHEELING, OHIO COUNTY, ON THE PENNSYLVANIA RAILROAD, 1.4 MILES
 KY0771'NORTHEAST OF THE FREIGHT STATION, AND ON THE SOUTHWEST CORNER
 KY0771'OF THE CONCRETE BASE OF SIGNAL J 228.  A CHISELED CIRCLE.
 KY0771
 KY0771                          STATION RECOVERY (1983)
 KY0771
 KY0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0771'NOT RECOVERED, A CONCRETE BASE WAS FOUND WITH A CHISELED CROSS,
 KY0771'DESCRIPTION IS INADEQUATE TO DETERMINE IF THIS IS THE EXACT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0772 ***********************************************************************
 KY0772  DESIGNATION -  CHISELED CIRCLE 28
 KY0772  PID         -  KY0772
 KY0772  STATE/COUNTY-  WV/OHIO
 KY0772  USGS QUAD   -  WHEELING (1994)
 KY0772
 KY0772                         *CURRENT SURVEY CONTROL
 KY0772  ___________________________________________________________________
 KY0772* NAD 83(1986)-  40 05 38.     (N)    080 42 41.     (W)     SCALED    
 KY0772* NAVD 88     -       203.60   (+/-2cm)     668.0    (feet)  VERTCON   
 KY0772  ___________________________________________________________________
 KY0772  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0772
 KY0772  VERT ORDER  -  ? (See Below)
 KY0772
 KY0772.The horizontal coordinates were scaled from a topographic map and have
 KY0772.an estimated accuracy of +/- 6 seconds.
 KY0772
 KY0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0772.The vertical order pertains to the NGVD 29 superseded value.
 KY0772
 KY0772.The geoid height was determined by GEOID03.
 KY0772
 KY0772;                    North         East    Units  Estimated Accuracy
 KY0772;SPC WV N     -   177,650.      496,700.      MT  (+/- 180 meters Scaled)
 KY0772
 KY0772                          SUPERSEDED SURVEY CONTROL
 KY0772
 KY0772  NGVD 29 (??/??/92)  203.760  (m)          668.50   (f) ADJ UNCH    ?  
 KY0772
 KY0772.Superseded values are not recommended for survey control.
 KY0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0772.See file dsdata.txt to determine how the superseded data were derived.
 KY0772
 KY0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE246382(NAD 83)
 KY0772_MARKER: O = CHISELED CIRCLE
 KY0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0772_SP_SET: CULVERT
 KY0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0772
 KY0772  HISTORY     - Date     Condition        Report By
 KY0772  HISTORY     - UNK      MONUMENTED       PRR
 KY0772  HISTORY     - 1936     GOOD             NGS
 KY0772  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0772
 KY0772                          STATION DESCRIPTION
 KY0772
 KY0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0772'AT WHEELING.
 KY0772'AT WHEELING, OHIO COUNTY, ON THE PENNSYLVANIA RAILROAD, 2.3 MILES
 KY0772'NORTHEAST OF THE FREIGHT STATION, 5 FEET WEST OF THE CENTERLINE OF
 KY0772'THE TRACK, ON THE CONCRETE HEAD WALL OF THE GULF OIL COMPANY
 KY0772'DRIVEWAY CULVERT, 5 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY.
 KY0772'A CHISELED CIRCLE.
 KY0772
 KY0772                          STATION RECOVERY (1983)
 KY0772
 KY0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0772'NOT RECOVERED, NO CHISELED CIRCLE WAS FOUND ON THE CONCRETE HEADWALL,
 KY0772'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0777 ***********************************************************************
 KY0777  DESIGNATION -  CHISELED CIRCLE 31
 KY0777  PID         -  KY0777
 KY0777  STATE/COUNTY-  WV/OHIO
 KY0777  USGS QUAD   -  WHEELING (1994)
 KY0777
 KY0777                         *CURRENT SURVEY CONTROL
 KY0777  ___________________________________________________________________
 KY0777* NAD 83(1986)-  40 07 17.     (N)    080 42 13.     (W)     SCALED    
 KY0777* NAVD 88     -       203.06   (+/-2cm)     666.2    (feet)  VERTCON   
 KY0777  ___________________________________________________________________
 KY0777  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0777
 KY0777  VERT ORDER  -  ? (See Below)
 KY0777
 KY0777.The horizontal coordinates were scaled from a topographic map and have
 KY0777.an estimated accuracy of +/- 6 seconds.
 KY0777
 KY0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0777.The vertical order pertains to the NGVD 29 superseded value.
 KY0777
 KY0777.The geoid height was determined by GEOID03.
 KY0777
 KY0777;                    North         East    Units  Estimated Accuracy
 KY0777;SPC WV N     -   180,690.      497,410.      MT  (+/- 180 meters Scaled)
 KY0777
 KY0777                          SUPERSEDED SURVEY CONTROL
 KY0777
 KY0777  NGVD 29 (??/??/92)  203.235  (m)          666.78   (f) ADJ UNCH    ?  
 KY0777
 KY0777.Superseded values are not recommended for survey control.
 KY0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0777.See file dsdata.txt to determine how the superseded data were derived.
 KY0777
 KY0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE252412(NAD 83)
 KY0777_MARKER: O = CHISELED CIRCLE
 KY0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0777_SP_SET: BASE
 KY0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0777
 KY0777  HISTORY     - Date     Condition        Report By
 KY0777  HISTORY     - UNK      MONUMENTED       PRR
 KY0777  HISTORY     - 1936     GOOD             NGS
 KY0777  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0777
 KY0777                          STATION DESCRIPTION
 KY0777
 KY0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0777'4.4 MI N FROM WHEELING.
 KY0777'4.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FREIGHT
 KY0777'STATION AT WHEELING, OHIO COUNTY, 11 POLES NORTH OF THE STATION
 KY0777'AT WARWOOD, ABOUT 100 FEET SOUTH OF MILEPOST 18+20, AND IN THE
 KY0777'TOP OF THE NORTHEAST CORNER OF A CONCRETE SIGNAL BASE.  A
 KY0777'CHISELED CIRCLE.
 KY0777
 KY0777                          STATION RECOVERY (1983)
 KY0777
 KY0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0777'NOT RECOVERED, A SEARCH WAS MADE AND THE RAILRAOD HAS DESTROYED THE
 KY0777'SIGNAL BASE IN WHICH THE MARK WAS LOCATED, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0787 ***********************************************************************
 KY0787  DESIGNATION -  CHISELED CIRCLE 52
 KY0787  PID         -  KY0787
 KY0787  STATE/COUNTY-  WV/BROOKE
 KY0787  USGS QUAD   -  WEIRTON (1994)
 KY0787
 KY0787                         *CURRENT SURVEY CONTROL
 KY0787  ___________________________________________________________________
 KY0787* NAD 83(1986)-  40 23 13.     (N)    080 35 54.     (W)     SCALED    
 KY0787* NAVD 88     -       211.42   (+/-2cm)     693.6    (feet)  VERTCON   
 KY0787  ___________________________________________________________________
 KY0787  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KY0787
 KY0787  VERT ORDER  -  ? (See Below)
 KY0787
 KY0787.The horizontal coordinates were scaled from a topographic map and have
 KY0787.an estimated accuracy of +/- 6 seconds.
 KY0787
 KY0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0787.The vertical order pertains to the NGVD 29 superseded value.
 KY0787
 KY0787.The geoid height was determined by GEOID03.
 KY0787
 KY0787;                    North         East    Units  Estimated Accuracy
 KY0787;SPC WV N     -   210,060.      506,740.      MT  (+/- 180 meters Scaled)
 KY0787
 KY0787                          SUPERSEDED SURVEY CONTROL
 KY0787
 KY0787  NGVD 29 (??/??/92)  211.602  (m)          694.23   (f) ADJ UNCH    ?  
 KY0787
 KY0787.Superseded values are not recommended for survey control.
 KY0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0787.See file dsdata.txt to determine how the superseded data were derived.
 KY0787
 KY0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE340707(NAD 83)
 KY0787_MARKER: O = CHISELED CIRCLE
 KY0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0787_SP_SET: BASE
 KY0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0787
 KY0787  HISTORY     - Date     Condition        Report By
 KY0787  HISTORY     - UNK      MONUMENTED       PRR
 KY0787  HISTORY     - 1936     GOOD             NGS
 KY0787  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0787
 KY0787                          STATION DESCRIPTION
 KY0787
 KY0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0787'AT WEIRTON JCT..
 KY0787'AT WEIRTON JUNCTION, ABOUT 300 FEET NORTH OF THE PENNSYLVANIA
 KY0787'RAILROAD STATION TICKET OFFICE, ABOUT 400 FEET SOUTH OF THE
 KY0787'SWITCH TOWER, AND ON THE WEST EDGE OF THE CONCRETE BASE OF
 KY0787'AN ELECTRIC SIGNAL.  A CHISELED CIRCLE.
 KY0787
 KY0787                          STATION RECOVERY (1983)
 KY0787
 KY0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0787'NOT SEARCHED FOR, DESCRIPTION INADEQUATE TO RECOVER MARK, EXACT
 KY0787'LOCATION COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0509 ***********************************************************************
 JX0509  DESIGNATION -  CHISELED SQUARE
 JX0509  PID         -  JX0509
 JX0509  STATE/COUNTY-  WV/MARSHALL
 JX0509  USGS QUAD   -  GLEN EASTON (1976)
 JX0509
 JX0509                         *CURRENT SURVEY CONTROL
 JX0509  ___________________________________________________________________
 JX0509* NAD 83(1986)-  39 50 20.     (N)    080 39 23.     (W)     SCALED    
 JX0509* NAVD 88     -       282.96   (+/-2cm)     928.3    (feet)  VERTCON   
 JX0509  ___________________________________________________________________
 JX0509  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JX0509
 JX0509  VERT ORDER  -  ? (See Below)
 JX0509
 JX0509.The horizontal coordinates were scaled from a topographic map and have
 JX0509.an estimated accuracy of +/- 6 seconds.
 JX0509
 JX0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX0509.The vertical order pertains to the NGVD 29 superseded value.
 JX0509
 JX0509.The geoid height was determined by GEOID03.
 JX0509
 JX0509;                    North         East    Units  Estimated Accuracy
 JX0509;SPC WV N     -   149,280.      501,030.      MT  (+/- 180 meters Scaled)
 JX0509
 JX0509                          SUPERSEDED SURVEY CONTROL
 JX0509
 JX0509  NGVD 29 (??/??/92)  283.103  (m)          928.81   (f) ADJ UNCH    ?  
 JX0509
 JX0509.Superseded values are not recommended for survey control.
 JX0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0509.See file dsdata.txt to determine how the superseded data were derived.
 JX0509
 JX0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE293099(NAD 83)
 JX0509_MARKER: Q = CHISELED SQUARE
 JX0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0509_SP_SET: BRIDGE
 JX0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0509
 JX0509  HISTORY     - Date     Condition        Report By
 JX0509  HISTORY     - UNK      MONUMENTED       BORR
 JX0509  HISTORY     - 1935     GOOD             NGS
 JX0509
 JX0509                          STATION DESCRIPTION
 JX0509
 JX0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0509'0.9 MI NW FROM GLEN EASTON.
 JX0509'0.9 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0509'THE STATION AT GLEN EASTON, NEAR POLE 357+17, AND ON THE ABUTMENT
 JX0509'OF BRIDGE 141.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0765 ***********************************************************************
 KY0765  DESIGNATION -  CHISELED SQUARE
 KY0765  PID         -  KY0765
 KY0765  STATE/COUNTY-  WV/MARSHALL
 KY0765  USGS QUAD   -  WHEELING (1994)
 KY0765
 KY0765                         *CURRENT SURVEY CONTROL
 KY0765  ___________________________________________________________________
 KY0765* NAD 83(1986)-  40 00 34.     (N)    080 44 04.     (W)     SCALED    
 KY0765* NAVD 88     -       197.488  (meters)     647.93   (feet)  POSTED    
 KY0765  ___________________________________________________________________
 KY0765  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0765  DYNAMIC HT  -         197.380 (meters)     647.57  (feet)  COMP
 KY0765  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 KY0765
 KY0765  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KY0765
 KY0765.The horizontal coordinates were scaled from a topographic map and have
 KY0765.an estimated accuracy of +/- 6 seconds.
 KY0765
 KY0765.The orthometric height was determined by differential leveling
 KY0765.and adjusted by the National Geodetic Survey in 1992..
 KY0765.No vertical observational check was made to the station.
 KY0765.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KY0765.was located on a no-check spur therefore a value was not computed.
 KY0765
 KY0765.The geoid height was determined by GEOID03.
 KY0765
 KY0765.The dynamic height is computed by dividing the NAVD 88
 KY0765.geopotential number by the normal gravity value computed on the
 KY0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0765.degrees latitude (g = 980.6199 gals.).
 KY0765
 KY0765.The modeled gravity was interpolated from observed gravity values.
 KY0765
 KY0765;                    North         East    Units  Estimated Accuracy
 KY0765;SPC WV N     -   168,300.      494,610.      MT  (+/- 180 meters Scaled)
 KY0765
 KY0765                          SUPERSEDED SURVEY CONTROL
 KY0765
 KY0765  NGVD 29 (??/??/92)  197.65   (m)          648.5    (f) COMPUTED    1 2
 KY0765
 KY0765.Superseded values are not recommended for survey control.
 KY0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0765.See file dsdata.txt to determine how the superseded data were derived.
 KY0765
 KY0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE226288(NAD 83)
 KY0765_MARKER: Q = CHISELED SQUARE
 KY0765_SETTING: 0 = UNSPECIFIED SETTING
 KY0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0765
 KY0765  HISTORY     - Date     Condition        Report By
 KY0765  HISTORY     - UNK      MONUMENTED       BORR
 KY0765  HISTORY     - 1943     MARK NOT FOUND   NGS
 KY0765  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KY0765
 KY0765                          STATION DESCRIPTION
 KY0765
 KY0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KY0765'AT BENWOOD JUNCTION.
 KY0765'AT BENWOOD JUNCTION, MARSHALL COUNTY, AT THE BALTIMORE AND OHIO
 KY0765'RAILROAD STATION, 20 FEET FROM THE NORTHWEST CORNER OF THE WEST
 KY0765'PASSENGER LANDING.  A CHISELED SQUARE.
 KY0765
 KY0765                          STATION RECOVERY (2004)
 KY0765
 KY0765'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0784 ***********************************************************************
 KY0784  DESIGNATION -  CHISELED SQUARE
 KY0784  PID         -  KY0784
 KY0784  STATE/COUNTY-  WV/BROOKE
 KY0784  USGS QUAD   -  WEIRTON (1994)
 KY0784
 KY0784                         *CURRENT SURVEY CONTROL
 KY0784  ___________________________________________________________________
 KY0784* NAD 83(1986)-  40 22 42.     (N)    080 36 21.     (W)     SCALED    
 KY0784* NAVD 88     -       219.020  (meters)     718.57   (feet)  ADJUSTED  
 KY0784  ___________________________________________________________________
 KY0784  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KY0784  DYNAMIC HT  -         218.906 (meters)     718.19  (feet)  COMP
 KY0784  MODELED GRAV-     980,097.8   (mgal)                       NAVD 88
 KY0784
 KY0784  VERT ORDER  -  SECOND    CLASS 0
 KY0784
 KY0784.The horizontal coordinates were scaled from a topographic map and have
 KY0784.an estimated accuracy of +/- 6 seconds.
 KY0784
 KY0784.The orthometric height was determined by differential leveling
 KY0784.and adjusted by the National Geodetic Survey in June 1991..
 KY0784
 KY0784.The geoid height was determined by GEOID03.
 KY0784
 KY0784.The dynamic height is computed by dividing the NAVD 88
 KY0784.geopotential number by the normal gravity value computed on the
 KY0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0784.degrees latitude (g = 980.6199 gals.).
 KY0784
 KY0784.The modeled gravity was interpolated from observed gravity values.
 KY0784
 KY0784;                    North         East    Units  Estimated Accuracy
 KY0784;SPC WV N     -   209,120.      506,090.      MT  (+/- 180 meters Scaled)
 KY0784
 KY0784                          SUPERSEDED SURVEY CONTROL
 KY0784
 KY0784  NGVD 29 (??/??/92)  219.206  (m)          719.18   (f) ADJ UNCH    2 0
 KY0784
 KY0784.Superseded values are not recommended for survey control.
 KY0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0784.See file dsdata.txt to determine how the superseded data were derived.
 KY0784
 KY0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE334698(NAD 83)
 KY0784_MARKER: Q = CHISELED SQUARE
 KY0784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0784_SP_SET: BRIDGE
 KY0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0784
 KY0784  HISTORY     - Date     Condition        Report By
 KY0784  HISTORY     - UNK      MONUMENTED       PRR
 KY0784  HISTORY     - 1936     GOOD             NGS
 KY0784  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0784
 KY0784                          STATION DESCRIPTION
 KY0784
 KY0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0784'1.7 MI NE FROM STEUBENVILLE.
 KY0784'IN BROOKE COUNTY, WEST VIRGINIA, 1.7 MILES NORTHEAST ALONG THE
 KY0784'PENNSYLVANIA RAILROAD FROM THE COURTHOUSE AT STEUBENVILLE,
 KY0784'JEFFERSON COUNTY, OHIO, AT THE BRIDGE OVER OHIO RIVER, ON THE TOP
 KY0784'OF THE NORTHWEST SIDE OF THE NORTHEAST ABUTMENT, 9 FEET SOUTHWEST
 KY0784'OF THE NORTHEAST END OF THE ABUTMENT, 6 FEET NORTHWEST OF THE POST
 KY0784'NORTHWESTERLY RAIL, AND ABOUT 6 INCHES ABOVE THE TOP OF THE RAIL.
 KY0784'A CHISELED SQUARE, WITH THE CHISELED LETTERS BM.
 KY0784
 KY0784                          STATION RECOVERY (1983)
 KY0784
 KY0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0784'NOT RECOVERED, A NEW ABUTMENT HAS BEEN CONSTRUCTED AT THIS LOCATION.
 KY0784'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0805 ***********************************************************************
 JW0805  DESIGNATION -  CHISELED SQUARE
 JW0805  PID         -  JW0805
 JW0805  STATE/COUNTY-  WV/PRESTON
 JW0805  USGS QUAD   -  KINGWOOD (1976)
 JW0805
 JW0805                         *CURRENT SURVEY CONTROL
 JW0805  ___________________________________________________________________
 JW0805* NAD 83(1986)-  39 23 30.     (N)    079 43 44.     (W)     SCALED    
 JW0805* NAVD 88     -       561.630  (meters)    1842.61   (feet)  POSTED    
 JW0805  ___________________________________________________________________
 JW0805  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JW0805  DYNAMIC HT  -         561.270 (meters)    1841.43  (feet)  COMP
 JW0805  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 JW0805
 JW0805  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JW0805
 JW0805.The horizontal coordinates were scaled from a topographic map and have
 JW0805.an estimated accuracy of +/- 6 seconds.
 JW0805
 JW0805.The orthometric height was determined by differential leveling
 JW0805.and adjusted by the National Geodetic Survey in 1992..
 JW0805.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JW0805.rate of 1.1 thru 2.0 mm/km.
 JW0805
 JW0805.The geoid height was determined by GEOID03.
 JW0805
 JW0805.The dynamic height is computed by dividing the NAVD 88
 JW0805.geopotential number by the normal gravity value computed on the
 JW0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0805.degrees latitude (g = 980.6199 gals.).
 JW0805
 JW0805.The modeled gravity was interpolated from observed gravity values.
 JW0805
 JW0805;                    North         East    Units  Estimated Accuracy
 JW0805;SPC WV N     -    99,020.      580,280.      MT  (+/- 180 meters Scaled)
 JW0805
 JW0805                          SUPERSEDED SURVEY CONTROL
 JW0805
 JW0805  NGVD 29 (??/??/92)  561.821  (m)         1843.24   (f) ADJ UNCH    1 2
 JW0805
 JW0805.Superseded values are not recommended for survey control.
 JW0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0805.See file dsdata.txt to determine how the superseded data were derived.
 JW0805
 JW0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD094610(NAD 83)
 JW0805_MARKER: Q = CHISELED SQUARE
 JW0805_SETTING: 66 = SET IN ROCK OUTCROP
 JW0805_SP_SET: ROCK OUTCROP
 JW0805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0805+STABILITY: POSITION/ELEVATION WELL
 JW0805
 JW0805  HISTORY     - Date     Condition        Report By
 JW0805  HISTORY     - UNK      MONUMENTED       CGS
 JW0805  HISTORY     - 1935     GOOD             NGS
 JW0805  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0805
 JW0805                          STATION DESCRIPTION
 JW0805
 JW0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0805'1 MI SE FROM TUNNELTON.
 JW0805'1.0 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0805'THE STATION AT TUNNELTON, PRESTON COUNTY, 40 FEET EAST OF A ROAD
 JW0805'CROSSING BETWEEN OVERHEAD SIGNALS, 7 POLES WEST OF THE EAST
 JW0805'SIGNAL, OPPOSITE POLE 259+24, 17 FEET NORTH OF THE NORTH RAIL,
 JW0805'AND ON THE TOP OF A GRANITE OUTCROP.  A CHISELED SQUARE.
 JW0805
 JW0805                          STATION RECOVERY (1983)
 JW0805
 JW0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0744 ***********************************************************************
 JW0744  DESIGNATION -  CHISELED SQUARE
 JW0744  PID         -  JW0744
 JW0744  STATE/COUNTY-  WV/MINERAL
 JW0744  USGS QUAD   -  KITZMILLER (1981)
 JW0744
 JW0744                         *CURRENT SURVEY CONTROL
 JW0744  ___________________________________________________________________
 JW0744* NAD 83(1986)-  39 24 51.     (N)    079 08 59.     (W)     SCALED    
 JW0744* NAVD 88     -       420.581  (meters)    1379.86   (feet)  ADJUSTED  
 JW0744  ___________________________________________________________________
 JW0744  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JW0744  DYNAMIC HT  -         420.293 (meters)    1378.91  (feet)  COMP
 JW0744  MODELED GRAV-     979,931.3   (mgal)                       NAVD 88
 JW0744
 JW0744  VERT ORDER  -  SECOND    CLASS 0
 JW0744
 JW0744.The horizontal coordinates were scaled from a topographic map and have
 JW0744.an estimated accuracy of +/- 6 seconds.
 JW0744
 JW0744.The orthometric height was determined by differential leveling
 JW0744.and adjusted by the National Geodetic Survey in June 1991..
 JW0744
 JW0744.The geoid height was determined by GEOID03.
 JW0744
 JW0744.The dynamic height is computed by dividing the NAVD 88
 JW0744.geopotential number by the normal gravity value computed on the
 JW0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0744.degrees latitude (g = 980.6199 gals.).
 JW0744
 JW0744.The modeled gravity was interpolated from observed gravity values.
 JW0744
 JW0744;                    North         East    Units  Estimated Accuracy
 JW0744;SPC WV N     -   101,550.      630,160.      MT  (+/- 180 meters Scaled)
 JW0744
 JW0744                          SUPERSEDED SURVEY CONTROL
 JW0744
 JW0744  NGVD 29 (??/??/92)  420.741  (m)         1380.38   (f) ADJ UNCH    2 0
 JW0744
 JW0744.Superseded values are not recommended for survey control.
 JW0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0744.See file dsdata.txt to determine how the superseded data were derived.
 JW0744
 JW0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD592643(NAD 83)
 JW0744_MARKER: Q = CHISELED SQUARE
 JW0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0744_SP_SET: CULVERT
 JW0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0744
 JW0744  HISTORY     - Date     Condition        Report By
 JW0744  HISTORY     - UNK      MONUMENTED       DOD
 JW0744  HISTORY     - 1935     GOOD             NGS
 JW0744
 JW0744                          STATION DESCRIPTION
 JW0744
 JW0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0744'1.8 MI S FROM SHAW.
 JW0744'1.8 MILES SOUTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE STATION
 JW0744'AT SHAW, MINERAL COUNTY, AT A LARGE CONCRETE CULVERT, ON THE TOP
 JW0744'OF THE NORTHEAST CORNER OF THE NORTH ABUTMENT, AND 10 FEET NORTHEAST
 JW0744'OF THE CENTERLINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0734 ***********************************************************************
 JW0734  DESIGNATION -  CHISELED SQUARE
 JW0734  PID         -  JW0734
 JW0734  STATE/COUNTY-  WV/MINERAL
 JW0734  USGS QUAD   -  WESTERNPORT (1981)
 JW0734
 JW0734                         *CURRENT SURVEY CONTROL
 JW0734  ___________________________________________________________________
 JW0734* NAD 83(1986)-  39 28 22.     (N)    079 06 19.     (W)     SCALED    
 JW0734* NAVD 88     -       318.820  (meters)    1046.00   (feet)  ADJUSTED  
 JW0734  ___________________________________________________________________
 JW0734  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JW0734  DYNAMIC HT  -         318.603 (meters)    1045.28  (feet)  COMP
 JW0734  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 JW0734
 JW0734  VERT ORDER  -  SECOND    CLASS 0
 JW0734
 JW0734.The horizontal coordinates were scaled from a topographic map and have
 JW0734.an estimated accuracy of +/- 6 seconds.
 JW0734
 JW0734.The orthometric height was determined by differential leveling
 JW0734.and adjusted by the National Geodetic Survey in June 1991..
 JW0734
 JW0734.The geoid height was determined by GEOID03.
 JW0734
 JW0734.The dynamic height is computed by dividing the NAVD 88
 JW0734.geopotential number by the normal gravity value computed on the
 JW0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0734.degrees latitude (g = 980.6199 gals.).
 JW0734
 JW0734.The modeled gravity was interpolated from observed gravity values.
 JW0734
 JW0734;                    North         East    Units  Estimated Accuracy
 JW0734;SPC WV N     -   108,070.      633,960.      MT  (+/- 180 meters Scaled)
 JW0734
 JW0734                          SUPERSEDED SURVEY CONTROL
 JW0734
 JW0734  NGVD 29 (??/??/92)  318.987  (m)         1046.54   (f) ADJ UNCH    2 0
 JW0734
 JW0734.Superseded values are not recommended for survey control.
 JW0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0734.See file dsdata.txt to determine how the superseded data were derived.
 JW0734
 JW0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD629709(NAD 83)
 JW0734_MARKER: Q = CHISELED SQUARE
 JW0734_SETTING: 80 = SET IN A BOULDER
 JW0734_SP_SET: BOULDER
 JW0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0734+STABILITY: SURFACE MOTION
 JW0734
 JW0734  HISTORY     - Date     Condition        Report By
 JW0734  HISTORY     - UNK      MONUMENTED       USGS
 JW0734  HISTORY     - 1935     GOOD             NGS
 JW0734
 JW0734                          STATION DESCRIPTION
 JW0734
 JW0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0734'2.4 MI S FROM W VA CENTRAL JUNCTION.
 JW0734'2.4 MILES SOUTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE POTOMAC
 JW0734'RIVER BRIDGE AT WEST VIRGINIA CENTRAL JUNCTION, MINERAL COUNTY,
 JW0734'100 FEET NORTH OF THE WARNOCK ONE MILE SIGN, 9 FEET NORTHWEST
 JW0734'OF THE CENTERLINE OF THE TRACK, ON THE TOP OF A LARGE BOULDER,
 JW0734'AND 2 FEET ABOVE THE LEVEL OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1423 ***********************************************************************
 HW1423  DESIGNATION -  CHISELED SQUARE
 HW1423  PID         -  HW1423
 HW1423  STATE/COUNTY-  WV/PENDLETON
 HW1423  USGS QUAD   -  FRANKLIN (1995)
 HW1423
 HW1423                         *CURRENT SURVEY CONTROL
 HW1423  ___________________________________________________________________
 HW1423* NAD 83(1986)-  38 39 21.     (N)    079 20 00.     (W)     SCALED    
 HW1423* NAVD 88     -       545.727  (meters)    1790.44   (feet)  ADJUSTED  
 HW1423  ___________________________________________________________________
 HW1423  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HW1423  DYNAMIC HT  -         545.331 (meters)    1789.14  (feet)  COMP
 HW1423  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 HW1423
 HW1423  VERT ORDER  -  SECOND    CLASS 0
 HW1423
 HW1423.The horizontal coordinates were scaled from a topographic map and have
 HW1423.an estimated accuracy of +/- 6 seconds.
 HW1423
 HW1423.The orthometric height was determined by differential leveling
 HW1423.and adjusted by the National Geodetic Survey in June 1991..
 HW1423
 HW1423.The geoid height was determined by GEOID03.
 HW1423
 HW1423.The dynamic height is computed by dividing the NAVD 88
 HW1423.geopotential number by the normal gravity value computed on the
 HW1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1423.degrees latitude (g = 980.6199 gals.).
 HW1423
 HW1423.The modeled gravity was interpolated from observed gravity values.
 HW1423
 HW1423;                    North         East    Units  Estimated Accuracy
 HW1423;SPC WV S     -   185,090.      745,060.      MT  (+/- 180 meters Scaled)
 HW1423
 HW1423                          SUPERSEDED SURVEY CONTROL
 HW1423
 HW1423  NGVD 29 (??/??/92)  545.847  (m)         1790.83   (f) ADJ UNCH    2 0
 HW1423
 HW1423.Superseded values are not recommended for survey control.
 HW1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1423.See file dsdata.txt to determine how the superseded data were derived.
 HW1423
 HW1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC450799(NAD 83)
 HW1423_MARKER: Q = CHISELED SQUARE
 HW1423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1423_SP_SET: CULVERT
 HW1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1423
 HW1423  HISTORY     - Date     Condition        Report By
 HW1423  HISTORY     - UNK      MONUMENTED       CGS
 HW1423  HISTORY     - 1934     GOOD             NGS
 HW1423  HISTORY     - 1954     MARK NOT FOUND   USE
 HW1423
 HW1423                          STATION DESCRIPTION
 HW1423
 HW1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1423'1.2 MI N FROM FRANKLIN.
 HW1423'1.2 MILES NORTH ALONG U.S. HIGHWAY 33 FROM FRANKLIN, PENDLETON
 HW1423'COUNTY, AT THE JUNCTION OF U.S. HIGHWAY 220, 3 YARDS SOUTH OF A
 HW1423'FENCE LINE, 2 FEET WEST OF A PROJECT SIGN, AND ON THE TOP OF THE
 HW1423'NORTHEAST WINGWALL OF A CULVERT.  A CHISELED SQUARE.
 HW1423
 HW1423                          STATION RECOVERY (1954)
 HW1423
 HW1423'RECOVERY NOTE BY US ENGINEERS 1954
 HW1423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0792 ***********************************************************************
 KY0792  DESIGNATION -  CHISELED SQUARE 54
 KY0792  PID         -  KY0792
 KY0792  STATE/COUNTY-  WV/HANCOCK
 KY0792  USGS QUAD   -  WEIRTON (1994)
 KY0792
 KY0792                         *CURRENT SURVEY CONTROL
 KY0792  ___________________________________________________________________
 KY0792* NAD 83(1986)-  40 25 11.     (N)    080 35 47.     (W)     SCALED    
 KY0792* NAVD 88     -       220.51   (+/-2cm)     723.5    (feet)  VERTCON   
 KY0792  ___________________________________________________________________
 KY0792  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KY0792
 KY0792  VERT ORDER  -  ? (See Below)
 KY0792
 KY0792.The horizontal coordinates were scaled from a topographic map and have
 KY0792.an estimated accuracy of +/- 6 seconds.
 KY0792
 KY0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0792.The vertical order pertains to the NGVD 29 superseded value.
 KY0792
 KY0792.The geoid height was determined by GEOID03.
 KY0792
 KY0792;                    North         East    Units  Estimated Accuracy
 KY0792;SPC WV N     -   213,700.      506,950.      MT  (+/- 180 meters Scaled)
 KY0792
 KY0792                          SUPERSEDED SURVEY CONTROL
 KY0792
 KY0792  NGVD 29 (??/??/92)  220.688  (m)          724.04   (f) ADJ UNCH    ?  
 KY0792
 KY0792.Superseded values are not recommended for survey control.
 KY0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0792.See file dsdata.txt to determine how the superseded data were derived.
 KY0792
 KY0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE342744(NAD 83)
 KY0792_MARKER: Q = CHISELED SQUARE
 KY0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0792_SP_SET: BASE
 KY0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0792
 KY0792  HISTORY     - Date     Condition        Report By
 KY0792  HISTORY     - UNK      MONUMENTED       PRR
 KY0792  HISTORY     - 1936     GOOD             NGS
 KY0792  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0792
 KY0792                          STATION DESCRIPTION
 KY0792
 KY0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0792'0.6 MI N FROM WEIRTON.
 KY0792'0.6 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0792'AT WEIRTON, HANCOCK COUNTY, AT A STEEL PIPE LINE CROSSING, WEST
 KY0792'OF THE TRACKS, AND ON THE SOUTHEAST CORNER OF THE CONCRETE
 KY0792'BASE OF THE STEEL PIPE LINE.  A CHISELED SQUARE.
 KY0792
 KY0792                          STATION RECOVERY (1983)
 KY0792
 KY0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0792'NOT SEARCHED FOR, MARK IS LOCATED ON NATIONAL STEEL PROPERTY AND IS
 KY0792'INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0790 ***********************************************************************
 KY0790  DESIGNATION -  CHISELED SQUARE TBM 53
 KY0790  PID         -  KY0790
 KY0790  STATE/COUNTY-  WV/BROOKE
 KY0790  USGS QUAD   -  WEIRTON (1994)
 KY0790
 KY0790                         *CURRENT SURVEY CONTROL
 KY0790  ___________________________________________________________________
 KY0790* NAD 83(1986)-  40 24 36.     (N)    080 35 07.     (W)     SCALED    
 KY0790* NAVD 88     -       218.13   (+/-2cm)     715.6    (feet)  VERTCON   
 KY0790  ___________________________________________________________________
 KY0790  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KY0790
 KY0790  VERT ORDER  -  ? (See Below)
 KY0790
 KY0790.The horizontal coordinates were scaled from a topographic map and have
 KY0790.an estimated accuracy of +/- 6 seconds.
 KY0790
 KY0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0790.The vertical order pertains to the NGVD 29 superseded value.
 KY0790
 KY0790.The geoid height was determined by GEOID03.
 KY0790
 KY0790;                    North         East    Units  Estimated Accuracy
 KY0790;SPC WV N     -   212,610.      507,880.      MT  (+/- 180 meters Scaled)
 KY0790
 KY0790                          SUPERSEDED SURVEY CONTROL
 KY0790
 KY0790  NGVD 29 (??/??/92)  218.306  (m)          716.23   (f) ADJ UNCH    ?  
 KY0790
 KY0790.Superseded values are not recommended for survey control.
 KY0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0790.See file dsdata.txt to determine how the superseded data were derived.
 KY0790
 KY0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE351733(NAD 83)
 KY0790_MARKER: Q = CHISELED SQUARE
 KY0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0790_SP_SET: CULVERT
 KY0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0790
 KY0790  HISTORY     - Date     Condition        Report By
 KY0790  HISTORY     - UNK      MONUMENTED       PRR
 KY0790  HISTORY     - 1935     GOOD             NGS
 KY0790
 KY0790                          STATION DESCRIPTION
 KY0790
 KY0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY0790'0.3 MI S FROM WEIRTON.
 KY0790'ALONG PENNSYLVANIA RAILROAD, 6 INCH NORTH OF SOUTHEAST CORNER
 KY0790'OF EAST CONCRETE HEADWALL OF CULVERT, 200 FEET NORTH OF
 KY0790'NORTHWEST CORNER OF BRICK PLANT BUILDING OF GRASSELLI CHEMICAL
 KY0790'COMPANY, NEAR LOADING CRANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1852 ***********************************************************************
 JX1852  DESIGNATION -  CICERO
 JX1852  PID         -  JX1852
 JX1852  STATE/COUNTY-  WV/MARION
 JX1852  USGS QUAD   -  RIVESVILLE (1976)
 JX1852
 JX1852                         *CURRENT SURVEY CONTROL
 JX1852  ___________________________________________________________________
 JX1852* NAD 83(1995)-  39 34 14.15975(N)    080 06 28.82273(W)     ADJUSTED  
 JX1852* NAVD 88     -       398.0    (meters)    1306.     (feet)  VERTCON   
 JX1852  ___________________________________________________________________
 JX1852  X           -     845,814.833 (meters)                     COMP
 JX1852  Y           -  -4,850,302.081 (meters)                     COMP
 JX1852  Z           -   4,041,581.569 (meters)                     COMP
 JX1852  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 JX1852  ELLIP HEIGHT-         365.47  (meters)          (04/01/98) GPS OBS
 JX1852  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JX1852
 JX1852  HORZ ORDER  -  SECOND
 JX1852  ELLP ORDER  -  FOURTH    CLASS I
 JX1852
 JX1852.The horizontal coordinates were established by classical geodetic methods
 JX1852.and adjusted by the National Geodetic Survey in April 1998..
 JX1852
 JX1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1852
 JX1852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX1852
 JX1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1852
 JX1852.The ellipsoidal height was determined by GPS observations
 JX1852.and is referenced to NAD 83.
 JX1852
 JX1852.The geoid height was determined by GEOID03.
 JX1852
 JX1852;                    North         East     Units Scale Factor Converg.
 JX1852;SPC WV N     -   119,031.610   547,759.716   MT  0.99994121   -0 23 16.0
 JX1852;UTM  17      - 4,380,479.712   576,615.680   MT  0.99967227   +0 34 05.7
 JX1852
 JX1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1852!SPC WV N     -   0.99994267  x   0.99994121  =   0.99988388
 JX1852!UTM  17      -   0.99994267  x   0.99967227  =   0.99961495
 JX1852
 JX1852|---------------------------------------------------------------------|
 JX1852| PID    Reference Object                     Distance      Geod. Az  |
 JX1852|                                                           dddmmss.s |
 JX1852| CX3422 CICERO RM 1                          10.775 METERS 07430     |
 JX1852| JX1853 13 WVGS 1941                        236.308 METERS 10116     |
 JX1852| JX1854 NEILLY                              APPROX. 0.7 KM 1581009.7 |
 JX1852| CX3423 CICERO RM 2                           9.810 METERS 31409     |
 JX1852|---------------------------------------------------------------------|
 JX1852
 JX1852                          SUPERSEDED SURVEY CONTROL
 JX1852
 JX1852  ELLIP H (01/27/92)  365.40   (m)                       GP(       ) 4 1
 JX1852  NAD 83(1986)-  39 34 14.15668(N)    080 06 28.83195(W) AD(       ) 2
 JX1852  NAD 27      -  39 34 13.87040(N)    080 06 29.54980(W) AD(       ) 2
 JX1852  NGVD 29 (03/22/89)  398.1    (m)         1306.     (f) GPS OBS        
 JX1852
 JX1852.Superseded values are not recommended for survey control.
 JX1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1852.See file dsdata.txt to determine how the superseded data were derived.
 JX1852
 JX1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7661680480(NAD 83)
 JX1852_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JX1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1852_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1852_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1852+STABILITY: SURFACE MOTION
 JX1852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1852+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JX1852
 JX1852  HISTORY     - Date     Condition        Report By
 JX1852  HISTORY     - 1941     MONUMENTED       CGS
 JX1852  HISTORY     - 1987     GOOD             NGS
 JX1852
 JX1852                          STATION DESCRIPTION
 JX1852
 JX1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1852'THE STATION IS
 JX1852'ABOUT 3 MILES N OF
 JX1852'THE TOWN OF RIVESVILLE ON THE HIGHEST POINT OF
 JX1852'A LOW PASTURE HILL WHICH IS ABOUT 250
 JX1852'YARDS WNW OF THE LOCAL SUMMIT
 JX1852'OF U.S. HIGHWAY 19.  IT IS 34-1/2 FEET W OF A 4-INCH SQUARE
 JX1852'WITNESS POST, 30 FEET NW OF ONE FENCE, AND 18 FEET SW OF ANOTHER.
 JX1852'IT IS FLUSH WITH
 JX1852'THE GROUND, AND IS STAMPED CICERO 1941.
 JX1852'
 JX1852'SURFACE, UNDEROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JX1852'DISKS SET IN CONCRETE.
 JX1852'
 JX1852'REFERENCE MARK NO. 1 IS 2 FEET SW OF THE FENCE AND 10 FEET NW
 JX1852'OF THE FENCE
 JX1852'INTERSECTION.  IT IS FLUSH WITH THE GROUND AND IS
 JX1852'STAMPED CICERO 1941 NO. 1.
 JX1852'
 JX1852'REFERENCE MARK NO. 2 IS 68-1/2 FEET NW OF THE FENCE INTERSECTION
 JX1852'AND 2 FEET SW OF
 JX1852'THE FENCE.  IT IS FLUSH WITH THE GROUND
 JX1852'AND IS STAMPED CICERO 1941 NO. 2.
 JX1852'
 JX1852'NO AZIMUTH MARK WAS ESTABLISHED.  ALL STATIONS LISTED BELOW
 JX1852'ARE CLOSE AND
 JX1852'SERVE AS SUCH.
 JX1852'
 JX1852'TO REACH FROM THE POST OFFICE IN RIVESVILLE AT THE RIGHT-ANGLE
 JX1852'TURN IN U.S.
 JX1852'HIGHWAY 19, GO NORTHERLY ON U.S. HIGHWAY 19 FOR
 JX1852'3.1 MILES TO THE LOCAL SUMMIT
 JX1852'OF THE HIGHWAY AND TURN LEFT ONTO
 JX1852'TRACK ROAD UPHILL, THENCE MEANDER
 JX1852'WEST-NORTHWESTERLY 0.2 MILE TO
 JX1852'THE STATION ON THE LEFT.
 JX1852
 JX1852                          STATION RECOVERY (1987)
 JX1852
 JX1852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 JX1852'THE STATION WAS RECOVERED AT THIS DATE.
 JX1852'OTHER MARKS NOT SEARCHED FOR.
 JX1852'
 JX1852'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 JX1852'SOUTHWEST OF MORGANTOWN,
 JX1852'3.2 KM (2.0 MI) NORTH OF RIVESVILLE,
 JX1852'3.2 KM (2.0 MI) NORTHEAST OF GRANTSTOWN, AND
 JX1852'0.3 KM (0.2 MI) NORTHWEST OF STATE HIGHWAY 19 ON TOP OF A GRASSY
 JX1852'RIDGE.
 JX1852'OWNERSHIP--THOMAS DEWITT, ROUTE 2 BOX 90, RIVESVILLE, WV 26588.
 JX1852'MR. FRANK ZUKOWSKI SR., ROUTE 2 BOX 86, RIVESVILLE, WV 26588, OWNS
 JX1852'THE LAND WHICH IS CROSSED WHEN DRIVING TO THE STATION.  PHONE (304)
 JX1852'278-7374.
 JX1852'
 JX1852'TO REACH THE STATION FROM THE POST OFFICE IN RIVESVILLE ALONG STATE
 JX1852'HIGHWAY 19, GO NORTHEAST FOR 2.0 KM (1.25 MI) ON HIGHWAY 19 TO
 JX1852'PLEASANT V. ROAD ON THE LEFT.
 JX1852'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 JX1852'2.7 KM (1.65 MI) ON HIGHWAY 19 TO RIDGE FARMS ROAD ON THE LEFT.
 JX1852'CONTINUE UPHILL FOR 0.7 KM (0.45 MI) TO A PAVED DRIVE AND TRACK
 JX1852'ROAD ON THE LEFT AT THE SUMMIT OF HIGHWAY 19.
 JX1852'TURN LEFT AND GO NORTH FOR 0.3 KM (0.2 MI) ON THE TRACK ROAD,
 JX1852'UPHILL, PASSING TO THE EAST THEN NORTH SIDE OF A BRICK HOUSE (HOUSE
 JX1852'BELONGS TO THE ZUKOWSKIS), FOLLOWING THE TRACK ROAD TO THE WEST
 JX1852'ALONG AN OPEN RIDGE TO THE TOP OF THE HILL AND THE STATION ON THE
 JX1852'LEFT.
 JX1852'
 JX1852'THE STATION IS A STANDARD CGS DISK
 JX1852'STAMPED---CICERO 1941---,
 JX1852'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JX1852'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 JX1852'10.4 METERS (34.0 FT) WEST FROM A FIBERGLASS WITNESS POST IN THE
 JX1852'FENCE LINE, AND
 JX1852'5.8 METERS (19.0 FT) SOUTHWEST FROM THE BARBED WIRE FENCE.
 JX1852'
 JX1852'DESCRIBED BY C. L. SMITH, TYPED BY C. L. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2024 ***********************************************************************
 JX2024  DESIGNATION -  CIDER
 JX2024  PID         -  JX2024
 JX2024  STATE/COUNTY-  WV/TYLER
 JX2024  USGS QUAD   -  PORTERS FALLS (1976)
 JX2024
 JX2024                         *CURRENT SURVEY CONTROL
 JX2024  ___________________________________________________________________
 JX2024* NAD 83(1995)-  39 35 37.87737(N)    080 50 49.41271(W)     ADJUSTED  
 JX2024* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 JX2024  ___________________________________________________________________
 JX2024  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 JX2024  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JX2024
 JX2024  HORZ ORDER  -  THIRD
 JX2024
 JX2024.The horizontal coordinates were established by classical geodetic methods
 JX2024.and adjusted by the National Geodetic Survey in April 1998..
 JX2024
 JX2024.The orthometric height was scaled from a topographic map.
 JX2024
 JX2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2024
 JX2024.The geoid height was determined by GEOID03.
 JX2024
 JX2024;                    North         East     Units Scale Factor Converg.
 JX2024;SPC WV N     -   122,304.021   484,302.003   MT  0.99994090   -0 51 32.8
 JX2024;UTM  17      - 4,382,691.830   513,132.009   MT  0.99960212   +0 05 50.9
 JX2024
 JX2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2024!SPC WV N     -   0.99994002  x   0.99994090  =   0.99988093
 JX2024!UTM  17      -   0.99994002  x   0.99960212  =   0.99954217
 JX2024
 JX2024:                Primary Azimuth Mark                     Grid Az
 JX2024:SPC WV N     -  NEW MARTINSVILLE CABLE CO TWR            008 34 13.9
 JX2024:UTM  17      -  NEW MARTINSVILLE CABLE CO TWR            007 36 50.2
 JX2024
 JX2024|---------------------------------------------------------------------|
 JX2024| PID    Reference Object                     Distance      Geod. Az  |
 JX2024|                                                           dddmmss.s |
 JX2024| JX2019 NEW MARTINSVILLE CABLE CO TWR       APPROX. 7.1 KM 0074241.1 |
 JX2024| CX3425 CIDER RM 1                            8.081 METERS 08955     |
 JX2024| CX3426 CIDER RM 2                            6.420 METERS 18709     |
 JX2024| CX3424 CIDER AZ MK                                        3433405.6 |
 JX2024|---------------------------------------------------------------------|
 JX2024
 JX2024                          SUPERSEDED SURVEY CONTROL
 JX2024
 JX2024  NAD 83(1986)-  39 35 37.88318(N)    080 50 49.42069(W) AD(       ) 3
 JX2024  NAD 27      -  39 35 37.61720(N)    080 50 50.03410(W) AD(       ) 3
 JX2024
 JX2024.Superseded values are not recommended for survey control.
 JX2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2024.See file dsdata.txt to determine how the superseded data were derived.
 JX2024
 JX2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1313282692(NAD 83)
 JX2024_MARKER: DS = TRIANGULATION STATION DISK
 JX2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2024_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2024
 JX2024  HISTORY     - Date     Condition        Report By
 JX2024  HISTORY     - 1963     MONUMENTED       CGS
 JX2024
 JX2024                          STATION DESCRIPTION
 JX2024
 JX2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2024'THE STATION IS LOCATED ON THE SUMMIT OF ONE OF THE HIGH HILLS ON
 JX2024'MARTINSVILLE RIDGE, ABOUT
 JX2024'3-1/2 MILES SOUTH AND 3/4 MILE EAST OF THE CENTER OF NEW
 JX2024'MARTINSVILLE, ABOUT 3/4 MILE
 JX2024'SOUTHWEST OF FISHING CREEK, NEAR THE HEAD OF CIDER RUN AND ON THE
 JX2024'PROPERTY OF MR. JIM ANDERSON.  IT
 JX2024'IS 4 FEET SOUTHEAST OF A WITNESS POST AND 77 FEET
 JX2024'SOUTHWEST OF THE WEST ONE OF TWO LOCUST TREES.  IT
 JX2024'IS SET ON THE HIGHEST POINT OF THE
 JX2024'RIDGE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CIDER 1963.
 JX2024'
 JX2024'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 2, 7 AND
 JX2024'20 IN THE SOUTH EDGE OF NEW
 JX2024'MARTINSVILLE, GO SOUTH ON STATE HIGHWAY 2 FOR 0.25 MILE TO A CROSS
 JX2024'STREET, JUST SOUTH OF THE RAILROAD
 JX2024'TRACKS.  TURN LEFT AND GO EAST FOR 0.05 MILE TO A
 JX2024'T-STREET, TURN RIGHT AND GO SOUTH 0.05 MILE TO A
 JX2024'Y-FORK, KEEP THE LEFT FORK AND GO
 JX2024'SOUTHERLY UPHILL ON THE MAIN TRAVELED PAVED ROAD FOR 1.3 MILES TO
 JX2024'THE END OF THE SURFACED ROAD, CONTINUE
 JX2024'AHEAD ON THE GRAVELED ROAD FOR 0.75 MILE TO A RADIO MAST ON HILL
 JX2024'TO THE LEFT, CONTINUE AHEAD ON
 JX2024'THE GRAVELED ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON
 JX2024'THE RIGHT, CONTINUE ON MAIN GRAVELED ROAD FOR
 JX2024'0.55 MILE TO A HOUSE AND BARN ON THE LEFT,
 JX2024'(HOME OF MR. ANDERSON), CONTINUE AHEAD FOR 0.25 MILE TO A
 JX2024'T-FENCE CORNER WITH POLE BARS ON THE
 JX2024'LEFT AND RIGHT SIDE OF THE ROAD, TURN LEFT THROUGH THE POLE BARS AND
 JX2024'GO NORTH-NORTHWEST UP THE POINT OF THE
 JX2024'RIDGE FOR 0.1 MILE TO THE SUMMIT OF RIDGE AND THE STATION.
 JX2024'
 JX2024'REFERENCE MARK 1 IS 29 FEET EAST OF THE WITNESS POST AND 54 FEET
 JX2024'SOUTHWEST OF THE 8 INCH LOCUST
 JX2024'TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED CIDER
 JX2024'NO 1 1963.
 JX2024'
 JX2024'REFERENCE MARK 2 IS 9 FEET SOUTH OF THE WITNESS POST AND 24 FEET
 JX2024'SOUTHEAST OF THE CENTERLINE OF
 JX2024'A TRACK ROAD.  THE MONUMNET IS FLUSH AND THE DISK IS STAMPED CIDER NO
 JX2024'2 1963.
 JX2024'
 JX2024'THE AZIMUTH MARK IS 4 FEET WEST OF A WITNESS POST AND 18 INCH LONE
 JX2024'LOCUST TREE, 1 FOOT NORTH OF
 JX2024'A WIRE FENCE, 13 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD
 JX2024'AND SET ON ROAD RIGHT-OF-WAY.  THE
 JX2024'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JX2024'CIDER 1963.
 JX2024'
 JX2024'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2965 ***********************************************************************
 HX2965  DESIGNATION -  CINCINNATI WASH AWY BCN 18
 HX2965  PID         -  HX2965
 HX2965  STATE/COUNTY-  WV/CLAY
 HX2965  USGS QUAD   -  NEWTON (1975)
 HX2965
 HX2965                         *CURRENT SURVEY CONTROL
 HX2965  ___________________________________________________________________
 HX2965* NAD 83(1995)-  38 32 44.07381(N)    081 08 44.41928(W)     ADJUSTED  
 HX2965* NAVD 88     -                                                        
 HX2965  ___________________________________________________________________
 HX2965  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 HX2965  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HX2965
 HX2965  HORZ ORDER  -  THIRD
 HX2965
 HX2965.The horizontal coordinates were established by classical geodetic methods
 HX2965.and adjusted by the National Geodetic Survey in April 1998..
 HX2965
 HX2965
 HX2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2965
 HX2965.The geoid height was determined by GEOID03.
 HX2965
 HX2965;                    North         East     Units Scale Factor Converg.
 HX2965;SPC WV S     -   171,553.666   587,301.335   MT  0.99994549   -0 05 24.2
 HX2965;UTM  17      - 4,266,360.693   487,305.715   MT  0.99960198   -0 05 26.8
 HX2965
 HX2965                          SUPERSEDED SURVEY CONTROL
 HX2965
 HX2965  NAD 83(1986)-  38 32 44.08132(N)    081 08 44.42780(W) AD(       ) 4
 HX2965  NAD 27      -  38 32 43.73000(N)    081 08 45.00200(W) AD(       ) 3
 HX2965
 HX2965.Superseded values are not recommended for survey control.
 HX2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2965.See file dsdata.txt to determine how the superseded data were derived.
 HX2965
 HX2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC8730666361(NAD 83)
 HX2965_MARKER: 22 = AIRWAY BEACON
 HX2965
 HX2965  HISTORY     - Date     Condition        Report By
 HX2965  HISTORY     - 1944     FIRST OBSERVED   CGS
 HX2965
 HX2965                          STATION DESCRIPTION
 HX2965
 HX2965'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2965'STATION IS LOCATED ABOUT 15 MILES NE OF CLENDENIN AND ABOUT 1 MILE W
 HX2965'OF STATE HIGHWAY
 HX2965'36.  IT IS A STANDARD AIRWAY BEACON
 HX2965'PAINTED RED AND WHITE AND IS ABOUT
 HX2965'65 FEET HIGH.  THE POINT OBSERVED
 HX2965'ON WAS THE BEACON LIGHT.
 HX2965'
 HX2965'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4
 HX2965'AND 36 ABOUT 17
 HX2965'MILES E OF CLENDENIN, GO N ON HIGHWAY 36 FOR 5.7
 HX2965'MILES TO THE SOUTH PENN NATURAL
 HX2965'GAS COMPANY ON THE LEFT,
 HX2965'FROM HERE PACK W ABOUT 1 MILE TO HIGHEST POINT AND
 HX2965'BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3034 ***********************************************************************
 HX3034  DESIGNATION -  CINCINNATI WASH AWY BCN 17
 HX3034  PID         -  HX3034
 HX3034  STATE/COUNTY-  WV/KANAWHA
 HX3034  USGS QUAD   -  BLUE CREEK (1995)
 HX3034
 HX3034                         *CURRENT SURVEY CONTROL
 HX3034  ___________________________________________________________________
 HX3034* NAD 83(1995)-  38 28 15.68886(N)    081 26 01.25349(W)     ADJUSTED  
 HX3034* NAVD 88     -                                                        
 HX3034  ___________________________________________________________________
 HX3034  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 HX3034  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HX3034
 HX3034  HORZ ORDER  -  THIRD
 HX3034
 HX3034.The horizontal coordinates were established by classical geodetic methods
 HX3034.and adjusted by the National Geodetic Survey in April 1998..
 HX3034
 HX3034
 HX3034.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3034
 HX3034.The geoid height was determined by GEOID03.
 HX3034
 HX3034;                    North         East     Units Scale Factor Converg.
 HX3034;SPC WV S     -   163,357.051   562,156.089   MT  0.99993815   -0 16 05.2
 HX3034;UTM  17      - 4,258,167.362   462,168.666   MT  0.99961762   -0 16 11.3
 HX3034
 HX3034                          SUPERSEDED SURVEY CONTROL
 HX3034
 HX3034  NAD 83(1986)-  38 28 15.69709(N)    081 26 01.26033(W) AD(       ) 4
 HX3034  NAD 27      -  38 28 15.34400(N)    081 26 01.82700(W) AD(       ) 3
 HX3034
 HX3034.Superseded values are not recommended for survey control.
 HX3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3034.See file dsdata.txt to determine how the superseded data were derived.
 HX3034
 HX3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6216958167(NAD 83)
 HX3034_MARKER: 22 = AIRWAY BEACON
 HX3034
 HX3034  HISTORY     - Date     Condition        Report By
 HX3034  HISTORY     - 1944     FIRST OBSERVED   CGS
 HX3034
 HX3034                          STATION DESCRIPTION
 HX3034
 HX3034'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3034'STATION IS LOCATED ABOUT 10 MILES E OF CHARLESTON AND ABOUT 2
 HX3034'MILES W OF FALLING
 HX3034'ROCK.  IT IS A STANDARD AIRWAY BEACON PAINTED
 HX3034'RED AND WHITE AND IS ABOUT 65 FEET
 HX3034'HIGH.  THE POINT OBSERVED WAS
 HX3034'THE BEACON LIGHT.
 HX3034'
 HX3034'TO REACH THE STATION FROM THE KETSTONE REF. CO. IN FALLING
 HX3034'ROCK, GO W ON
 HX3034'STATE HIGHWAY 4 AND U.S. HIGHWAY 119 FOR 2.3 MILES,
 HX3034'FROM HERE PACK UP HILL (N) ABOUT
 HX3034'0.5 MILE TO THE HIGHEST POINT
 HX3034'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3132 ***********************************************************************
 HX3132  DESIGNATION -  CINCINNATI WASH AWY BCN 14
 HX3132  PID         -  HX3132
 HX3132  STATE/COUNTY-  WV/KANAWHA
 HX3132  USGS QUAD   -  SCOTT DEPOT (1989)
 HX3132
 HX3132                         *CURRENT SURVEY CONTROL
 HX3132  ___________________________________________________________________
 HX3132* NAD 83(1995)-  38 23 43.92039(N)    081 53 39.51455(W)     ADJUSTED  
 HX3132* NAVD 88     -                                                        
 HX3132  ___________________________________________________________________
 HX3132  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 HX3132  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HX3132
 HX3132  HORZ ORDER  -  THIRD
 HX3132
 HX3132.The horizontal coordinates were established by classical geodetic methods
 HX3132.and adjusted by the National Geodetic Survey in April 1998..
 HX3132
 HX3132
 HX3132.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3132
 HX3132.The geoid height was determined by GEOID03.
 HX3132
 HX3132;                    North         East     Units Scale Factor Converg.
 HX3132;SPC WV S     -   155,266.069   521,880.843   MT  0.99993244   -0 33 10.3
 HX3132;UTM  17      - 4,250,080.315   421,904.870   MT  0.99967511   -0 33 19.7
 HX3132
 HX3132                          SUPERSEDED SURVEY CONTROL
 HX3132
 HX3132  NAD 83(1995)-  38 23 43.92563(N)    081 53 39.51973(W) AD(       ) 4
 HX3132  NAD 83(1986)-  38 23 43.92821(N)    081 53 39.52066(W) AD(       ) 4
 HX3132  NAD 27      -  38 23 43.60000(N)    081 53 40.04700(W) AD(       ) 3
 HX3132
 HX3132.Superseded values are not recommended for survey control.
 HX3132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3132.See file dsdata.txt to determine how the superseded data were derived.
 HX3132
 HX3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2190550080(NAD 83)
 HX3132_MARKER: 22 = AIRWAY BEACON
 HX3132
 HX3132  HISTORY     - Date     Condition        Report By
 HX3132  HISTORY     - 1944     FIRST OBSERVED   CGS
 HX3132
 HX3132                          STATION DESCRIPTION
 HX3132
 HX3132'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3132'STATION IS LOCATED ABOUT 3 MILES W OF THE KANAWHA RIVER IN THE
 HX3132'TOWN OF SAINT
 HX3132'ALBANS, NEAR THE PUTNAM-KANAWHA COUNTY LINE.  IT IS
 HX3132'A STANDARD REVOLVING TYPE BEACON
 HX3132'WITH RED COURSE LIGHTS SHOWING
 HX3132'E AND W.  THE COURSE LIGHTS FLASH IN CODE THE
 HX3132'NUMBER FOUR (FOUR DOTS).
 HX3132'
 HX3132'THE POINT OBSERVED ON WAS THE REVOLVING LIGHT.
 HX3132'
 HX3132'TO REACH THE STATION FROM THE WESTERN UNION TELEGRAPH OFFICE
 HX3132'IN SAINT ALBANS,
 HX3132'GO W ON U.S. HIGHWAY 60 FOR ABOUT 3.5 MILES TO
 HX3132'THE BEACON ON A RIDGE ABOUT 1/2
 HX3132'MILE TO THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3462 ***********************************************************************
 HW3462  DESIGNATION -  CIRCLE
 HW3462  PID         -  HW3462
 HW3462  STATE/COUNTY-  WV/PENDLETON
 HW3462  USGS QUAD   -  CIRCLEVILLE (1995)
 HW3462
 HW3462                         *CURRENT SURVEY CONTROL
 HW3462  ___________________________________________________________________
 HW3462* NAD 83(1995)-  38 40 02.43928(N)    079 26 17.15542(W)     ADJUSTED  
 HW3462* NAVD 88     -      1310.7    (meters)    4300.     (feet)  VERTCON   
 HW3462  ___________________________________________________________________
 HW3462  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 HW3462  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HW3462
 HW3462  HORZ ORDER  -  SECOND
 HW3462
 HW3462.The horizontal coordinates were established by classical geodetic methods
 HW3462.and adjusted by the National Geodetic Survey in April 1998..
 HW3462
 HW3462.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3462
 HW3462.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3462
 HW3462.The geoid height was determined by GEOID03.
 HW3462
 HW3462;                    North         East     Units Scale Factor Converg.
 HW3462;SPC WV S     -   186,205.606   735,921.430   MT  0.99996112   +0 57 56.0
 HW3462;UTM  17      - 4,281,019.819   635,882.506   MT  0.99982738   +0 58 33.7
 HW3462
 HW3462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3462!SPC WV S     -   0.99979923  x   0.99996112  =   0.99976036
 HW3462!UTM  17      -   0.99979923  x   0.99982738  =   0.99962664
 HW3462
 HW3462|---------------------------------------------------------------------|
 HW3462| PID    Reference Object                     Distance      Geod. Az  |
 HW3462|                                                           dddmmss.s |
 HW3462| HW3463 CIRCLE LOOKOUT TOWER 1956            16.730 METERS 03543     |
 HW3462| DC3986 CIRCLE RM 1                          15.158 METERS 04403     |
 HW3462| DC3985 CIRCLE AZ MK                                       0990810.0 |
 HW3462| DC3987 CIRCLE RM 2                           3.901 METERS 17744     |
 HW3462|---------------------------------------------------------------------|
 HW3462
 HW3462                          SUPERSEDED SURVEY CONTROL
 HW3462
 HW3462  NAD 83(1995)-  38 40 02.44216(N)    079 26 17.16212(W) AD(       ) 2
 HW3462  NAD 83(1986)-  38 40 02.44328(N)    079 26 17.16443(W) AD(       ) 2
 HW3462  NAD 27      -  38 40 02.02760(N)    079 26 17.99890(W) AD(       ) 2
 HW3462  NGVD 29 (07/19/86) 1310.8    (m)         4301.     (f) VERT ANG       
 HW3462
 HW3462.Superseded values are not recommended for survey control.
 HW3462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3462.See file dsdata.txt to determine how the superseded data were derived.
 HW3462
 HW3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC3588381020(NAD 83)
 HW3462_MARKER: DS = TRIANGULATION STATION DISK
 HW3462_SETTING: 66 = SET IN ROCK OUTCROP
 HW3462
 HW3462  HISTORY     - Date     Condition        Report By
 HW3462  HISTORY     - 1956     MONUMENTED       CGS
 HW3462  HISTORY     - 1957     GOOD             CGS
 HW3462
 HW3462                          STATION DESCRIPTION
 HW3462
 HW3462'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3462'THE STATION IS LOCATED NEAR A LOOKOUT TOWER ON THE SUMMIT OF NORTH
 HW3462'FORK MOUNTAIN AIRLINE ABOUT 6
 HW3462'MILES WEST-NORTHWEST OF FRANKLIN, 3 MILES EAST OF CIRCLEVILLE, AND 11
 HW3462'MILES SOUTH-SOUTHWEST OF MOUTH OF SENECA.
 HW3462'
 HW3462'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN GO NORTH ON
 HW3462'U.S. HIGHWAY 220 FOR 0.85 MILE TO A
 HW3462'FORK.  TAKE THE LEFT FORK AND GO WEST ON U.S. HIGHWAY 33 FOR 4.2
 HW3462'MILES TO A SIDE ROAD ON THE LEFT
 HW3462'AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND GO WEST-SOUTHWEST
 HW3462'0.25 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 HW3462'GO SOUTHWEST 0.75 MILE TO A
 HW3462'FORK.  TAKE THE RIGHT FORK AND GO WEST 0.95 MILE TO A FORK.
 HW3462'TAKE THE RIGHT FORK AND GO WEST 1.2
 HW3462'MILES TO A CROSS ROAD ON THE TOP OF THE RIDGE.  TURN RIGHT AND GO
 HW3462'NORTH UP THE RIDGE 0.75 MILE TO THE
 HW3462'TOP OF THE MOUNTAIN, THE LOOKOUT TOWER, AND THE STATION.
 HW3462'
 HW3462'THE STATION MARK IS A STANDRD DISK STAMPED CIRCLE 1956 CEMENTED IN A
 HW3462'DRILL HOLE IN OUTCROPPING
 HW3462'BEDROCK THAT PROJECTS 4 FEET ABOVE THE GROUND.  IT IS 50 FEET
 HW3462'SOUTHWEST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.
 HW3462'
 HW3462'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CIRCLE NO 1 1956
 HW3462'CEMENTED IN A DRILL HOLE IN
 HW3462'THE TOP OF THE CONCRETE BASE OF THE SOUTHEAST LEG OF THE LOOKOUT
 HW3462'TOWER.  IT PROJECTS 18 INCHES
 HW3462'ABOVE THE GROUND AND IS 1 FOOT LOWER THAN THE STATION.
 HW3462'
 HW3462'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CIRCLE NO 2 1956
 HW3462'CEMENTED IN A DRILL HOLE IN
 HW3462'OUTCROPPING BEDROCK THAT PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 2
 HW3462'FEET LOWER THAN THE STATION.
 HW3462'
 HW3462'THE LOOKOUT TOWER IS A STEEL STRUCTURE 12 FEET WIDE AT THE BASE AND
 HW3462'35 FEET HIGH TO THE FLOOR OF
 HW3462'AN 8-FOOT SQUARE METAL BUILDING ON TOP.  IT IS BUILT ON GROUND THAT
 HW3462'IS ABOUT 2 FEET LOWER THAN THE STATION.
 HW3462'
 HW3462'THE AZIMUTH MARK IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 33 AND
 HW3462'IS A STANDARD DISK STAMPED
 HW3462'CIRCLE 1956 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 HW3462'PROJECTS 3 INCHES ABOVE THE
 HW3462'GROUND.  IT IS ABOUT 60 FEET NORTH OF THE INTERSECTION OF
 HW3462'THE CENTERLINES OF U.S. HIGHWAY 33 AND A SIDE
 HW3462'ROAD AND 30 FEET HIGHER THAN THE ROAD.
 HW3462
 HW3462                          STATION RECOVERY (1957)
 HW3462
 HW3462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3462'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 HW3462'AZIMUTH MARK WERE
 HW3462'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION
 HW3462'TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3463 ***********************************************************************
 HW3463  DESIGNATION -  CIRCLE LOOKOUT TOWER 1956
 HW3463  PID         -  HW3463
 HW3463  STATE/COUNTY-  WV/PENDLETON
 HW3463  USGS QUAD   -  CIRCLEVILLE (1995)
 HW3463
 HW3463                         *CURRENT SURVEY CONTROL
 HW3463  ___________________________________________________________________
 HW3463* NAD 83(1995)-  38 40 02.87976(N)    079 26 16.75139(W)     ADJUSTED  
 HW3463* NAVD 88     -                                                        
 HW3463  ___________________________________________________________________
 HW3463  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 HW3463  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HW3463
 HW3463  HORZ ORDER  -  THIRD
 HW3463
 HW3463.The horizontal coordinates were established by classical geodetic methods
 HW3463.and adjusted by the National Geodetic Survey in April 1998..
 HW3463
 HW3463
 HW3463.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3463
 HW3463.The geoid height was determined by GEOID03.
 HW3463
 HW3463;                    North         East     Units Scale Factor Converg.
 HW3463;SPC WV S     -   186,219.351   735,930.967   MT  0.99996114   +0 57 56.3
 HW3463;UTM  17      - 4,281,033.564   635,892.039   MT  0.99982741   +0 58 33.9
 HW3463
 HW3463                          SUPERSEDED SURVEY CONTROL
 HW3463
 HW3463  NAD 83(1995)-  38 40 02.88264(N)    079 26 16.75809(W) AD(       ) 4
 HW3463  NAD 83(1986)-  38 40 02.88376(N)    079 26 16.76041(W) AD(       ) 4
 HW3463  NAD 27      -  38 40 02.46800(N)    079 26 17.59500(W) AD(       ) 3
 HW3463
 HW3463.Superseded values are not recommended for survey control.
 HW3463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3463.See file dsdata.txt to determine how the superseded data were derived.
 HW3463
 HW3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC3589281034(NAD 83)
 HW3463_MARKER: 57 = LOOKOUT TOWER
 HW3463
 HW3463  HISTORY     - Date     Condition        Report By
 HW3463  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3463  HISTORY     - 1957     GOOD             CGS
 HW3463
 HW3463                          STATION DESCRIPTION
 HW3463
 HW3463'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3463'THE STATION IS LOCATED ON A HIGH POINT OF THE NORTH FORK
 HW3463'MOUNTAIN ABOUT 6
 HW3463'MILES WEST NORTHWEST OF FRANKLIN, AND 3 MILES EAST OF CIRCLEVILLE.
 HW3463'
 HW3463'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH AN 8 FOOT SQUARE
 HW3463'STEEL HOUSE ON TOP.  IT IS
 HW3463'ABOUT 45 FEET HIGH.  IT IS 54.89 FEET, 16.73 METERS NORTHEAST OF
 HW3463'TRIANGULATION STATION CIRCLE.  THE
 HW3463'CENTER OF THE TOWER WAS TRAVERSED TO.
 HW3463
 HW3463                          STATION RECOVERY (1957)
 HW3463
 HW3463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3463'STATION RECOVERED AS DESCRIBED.  DISTANCE TO LOOKOUT CHECKED AND
 HW3463'FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9283 ***********************************************************************
 AA9283  SACS        -  This is a Secondary Airport Control Station.
 AA9283  DESIGNATION -  CKB AP STA A
 AA9283  PID         -  AA9283
 AA9283  STATE/COUNTY-  WV/HARRISON
 AA9283  USGS QUAD   -  ROSEMONT (1976)
 AA9283
 AA9283                         *CURRENT SURVEY CONTROL
 AA9283  ___________________________________________________________________
 AA9283* NAD 83(1995)-  39 18 02.71584(N)    080 13 30.65827(W)     ADJUSTED  
 AA9283* NAVD 88     -       365.44   (meters)    1198.9    (feet)  GPS OBS   
 AA9283  ___________________________________________________________________
 AA9283  X           -     839,120.490 (meters)                     COMP
 AA9283  Y           -  -4,870,752.279 (meters)                     COMP
 AA9283  Z           -   4,018,421.038 (meters)                     COMP
 AA9283  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 AA9283  ELLIP HEIGHT-         333.06  (meters)          (10/04/01) GPS OBS
 AA9283  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 AA9283
 AA9283  HORZ ORDER  -  FIRST
 AA9283  ELLP ORDER  -  FOURTH    CLASS II
 AA9283
 AA9283.This mark is at Benedum Airport (CKB)
 AA9283
 AA9283.The horizontal coordinates were established by GPS observations
 AA9283.and adjusted by the National Geodetic Survey in November 1995..
 AA9283
 AA9283.The orthometric height was determined by GPS observations and a
 AA9283.high-resolution geoid model.
 AA9283
 AA9283.GPS derived orthometric heights for airport stations designated as
 AA9283.PACS or SACS are published to 2 decimal places.  This maintains
 AA9283.centimeter relative accuracy between the PACS and SACS.  It does
 AA9283.not indicate centimeter accuracy relative to other marks which are
 AA9283.part of the NAVD 88 network.
 AA9283
 AA9283.Photographs are available for this station.
 AA9283
 AA9283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9283
 AA9283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9283
 AA9283.The ellipsoidal height was determined by GPS observations
 AA9283.and is referenced to NAD 83.
 AA9283
 AA9283.The geoid height was determined by GEOID03.
 AA9283
 AA9283;                    North         East     Units Scale Factor Converg.
 AA9283;SPC WV N     -    89,149.595   537,450.214   MT  0.99995676   -0 27 45.0
 AA9283;UTM  17      - 4,350,438.615   566,808.222   MT  0.99965495   +0 29 26.8
 AA9283
 AA9283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9283!SPC WV N     -   0.99994775  x   0.99995676  =   0.99990451
 AA9283!UTM  17      -   0.99994775  x   0.99965495  =   0.99960272
 AA9283
 AA9283:                Primary Azimuth Mark                     Grid Az
 AA9283:SPC WV N     -  CKB ARP                                  212 34 38.7
 AA9283:UTM  17      -  CKB ARP                                  211 37 26.9
 AA9283
 AA9283|---------------------------------------------------------------------|
 AA9283| PID    Reference Object                     Distance      Geod. Az  |
 AA9283|                                                           dddmmss.s |
 AA9283| AA9282 CKB ARP                             APPROX. 0.7 KM 2120653.7 |
 AA9283|---------------------------------------------------------------------|
 AA9283
 AA9283                          SUPERSEDED SURVEY CONTROL
 AA9283
 AA9283  ELLIP H (11/30/95)  333.12   (m)                       GP(       ) 4 2
 AA9283
 AA9283.Superseded values are not recommended for survey control.
 AA9283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9283.See file dsdata.txt to determine how the superseded data were derived.
 AA9283
 AA9283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6680850439(NAD 83)
 AA9283_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9283_STAMPING: AP 1965 STA A
 AA9283_MARK LOGO: CGS   
 AA9283_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9283+STABILITY: SURFACE MOTION
 AA9283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9283+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1999
 AA9283
 AA9283  HISTORY     - Date     Condition        Report By
 AA9283  HISTORY     - 1965     MONUMENTED       CGS
 AA9283  HISTORY     - 19921125 GOOD             NGS
 AA9283  HISTORY     - 19940919 GOOD             NGS
 AA9283  HISTORY     - 19960729 GOOD             NGS
 AA9283  HISTORY     - 19991021 GOOD             NGS
 AA9283
 AA9283                          STATION DESCRIPTION
 AA9283
 AA9283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (SWA)
 AA9283'LOCATED ABOUT 1.5 MILES (2.4 KM) EAST OF BRIDGEPORT, AT BENEDUM
 AA9283'AIRPORT, AT THE NORTHEAST END OF RUNWAY 3-21, 175.0 FT (53.3 M)
 AA9283'SOUTHEAST OF THE CENTERLINE END OF RUNWAY 21, AND 90.6 FT (27.6 M)
 AA9283'SOUTHEAST OF THRESHOLD LIGHT NO 115.  A STANDARD TOPOGRAPHIC STATION
 AA9283'DISK STAMPED AP 1965 STA A IN TOP OF A CONCRETE MONUMENT ABOUT 0.5
 AA9283'FOOT (15.2 CM) BELOW THE GROUNDS SURFACE.
 AA9283
 AA9283                          STATION RECOVERY (1994)
 AA9283
 AA9283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9283'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF BRIDGEPORT, AT
 AA9283'THE BENEDUM AIRPORT ON THE SOUTHWEST SIDE OF TAXIWAY C.
 AA9283'OWNERSHIP--PUBLIC
 AA9283' 
 AA9283'TO REACH THE STATION FROM THE JJUNCTION OF INTERSTATE 79 AND WEST
 AA9283'VIRGINIA STATE HIGHWAY 73, PROCEED SOUTH FOR 3.15 MI (5.07 KM) TO
 AA9283'CROSSWIND DRIVE AND THE AIRPORT ENTRANCE.  TURN LEFT, EASTERLY, AND
 AA9283'PROCEED FOR 0.25 MI (0.40 KM) TO THE TERMINAL.  FROM THE TERMINAL,
 AA9283'PROCEED TO TAXIWAY A ACROSS THE APRON FROM THE TERMINAL AND PROCEED
 AA9283'NORTHEASTERLY FOR 0.45 MI (0.72 KM) ON TAXIWAY A TO THE END OF THE
 AA9283'TAXIWAY.  CROSS RUNWAY END 21 AND THE STATION STRIGHT AHEAD.
 AA9283' 
 AA9283'THE STATION IS 53.3 M (174.9 FT) SOUTHEAST OF CENTERLINE END RUNWAY
 AA9283'21, AND 27.6 M (90.6 FT) SOUTHEAST OF THRESHOLD LIGHT NO.  115.  THE
 AA9283'STATION IS A TOPOGRAPHIC STATION DISK IN A CONCRETE MONUMENT
 AA9283'APPROXIMATELY 15.2 CM BELOW THE SURFACE OF THE GROUND.
 AA9283' 
 AA9283'TO OBTAIN ACCESS TO THE STATION CONTACT MR.  JAMES R.  GRIFFITH,
 AA9283'AIRPORT MANAGER, 2000 AVIATION WAY, BRIDGEPORT, W.V.  26330, PHONE
 AA9283'(304) 842-3400.
 AA9283' 
 AA9283'DESCTIBED BY PDL.
 AA9283
 AA9283                          STATION RECOVERY (1996)
 AA9283
 AA9283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9283'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF BRIDGEPORT, AT
 AA9283'THE BENEDUM AIRPORT ON THE SOUTHWEST SIDE OF TAXIWAY C.
 AA9283'OWNERSHIP--PUBLIC TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AA9283'79 (SOUTHBOUND) AND WEST VIRGINIA STATE HIGHWAY 131 EXIT 125, PROCEED
 AA9283'SOUTH FOR 3.15 MI (5.07 KM) ON RT 131 TO CROSSWIND DRIVE AND THE
 AA9283'AIRPORT ENTRANCE.  TURN LEFT, EASTERLY, AND PROCEED FOR 0.25 MI (0.40
 AA9283'KM) TO THE TERMINAL.  FROM THE TERMINAL, PROCEED TO TAXIWAY A ACROSS
 AA9283'THE APRON FROM THE TERMINAL AND PROCEED NORTHEASTERLY FOR 0.45 MI
 AA9283'(0.72 KM) ON TAXIWAY A TO THE END OF THE TAXIWAY.  CROSS RUNWAY END 21
 AA9283'AND THE STATION STRIGHT AHEAD.  THE STATION IS 53.3 M (174.9 FT)
 AA9283'SOUTHEAST OF CENTERLINE END RUNWAY 21, AND 27.6 M (90.6 FT) SOUTHEAST
 AA9283'OF THRESHOLD LIGHT NO.  115.  THE STATION IS A TOPOGRAPHIC STATION
 AA9283'DISK IN A CONCRETE MONUMENT APPROXIMATELY 15.2 CM BELOW THE SURFACE OF
 AA9283'THE GROUND.  TO OBTAIN ACCESS TO THE STATION CONTACT MR.  JAMES R.
 AA9283'GRIFFITH, AIRPORT MANAGER, 2000 AVIATION WAY, BRIDGEPORT, W.V.  26330,
 AA9283'PHONE (304) 842-3400.  DESCTIBED BY PDL.
 AA9283
 AA9283                          STATION RECOVERY (1999)
 AA9283
 AA9283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AA9283'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  FROM THE TERMINAL
 AA9283'PROCEED NORTHEASTERLY FOR 0.45 M (1.48 FT) TO TAXIWAY F ON THE RIGHT.
 AA9283'TURN RIGHT AND GO EASTERLY ON TAXIWAY F CROSSING RUNWAY 3-21 TO THE
 AA9283'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9284 ***********************************************************************
 AA9284  SACS        -  This is a Secondary Airport Control Station.
 AA9284  DESIGNATION -  CKB AP STA B
 AA9284  PID         -  AA9284
 AA9284  STATE/COUNTY-  WV/HARRISON
 AA9284  USGS QUAD   -  ROSEMONT (1976)
 AA9284
 AA9284                         *CURRENT SURVEY CONTROL
 AA9284  ___________________________________________________________________
 AA9284* NAD 83(1995)-  39 17 15.34887(N)    080 13 56.32438(W)     ADJUSTED  
 AA9284* NAVD 88     -       359.49   (meters)    1179.4    (feet)  GPS OBS   
 AA9284  ___________________________________________________________________
 AA9284  X           -     838,670.576 (meters)                     COMP
 AA9284  Y           -  -4,871,763.856 (meters)                     COMP
 AA9284  Z           -   4,017,286.723 (meters)                     COMP
 AA9284  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 AA9284  ELLIP HEIGHT-         327.11  (meters)          (10/04/01) GPS OBS
 AA9284  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 AA9284
 AA9284  HORZ ORDER  -  FIRST
 AA9284  ELLP ORDER  -  FOURTH    CLASS II
 AA9284
 AA9284.This mark is at Benedum Airport (CKB)
 AA9284
 AA9284.The horizontal coordinates were established by GPS observations
 AA9284.and adjusted by the National Geodetic Survey in November 1995..
 AA9284
 AA9284.The orthometric height was determined by GPS observations and a
 AA9284.high-resolution geoid model.
 AA9284
 AA9284.GPS derived orthometric heights for airport stations designated as
 AA9284.PACS or SACS are published to 2 decimal places.  This maintains
 AA9284.centimeter relative accuracy between the PACS and SACS.  It does
 AA9284.not indicate centimeter accuracy relative to other marks which are
 AA9284.part of the NAVD 88 network.
 AA9284
 AA9284.Photographs are available for this station.
 AA9284
 AA9284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9284
 AA9284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9284
 AA9284.The ellipsoidal height was determined by GPS observations
 AA9284.and is referenced to NAD 83.
 AA9284
 AA9284.The geoid height was determined by GEOID03.
 AA9284
 AA9284;                    North         East     Units Scale Factor Converg.
 AA9284;SPC WV N     -    87,693.934   536,823.377   MT  0.99995808   -0 28 01.4
 AA9284;UTM  17      - 4,348,973.173   566,205.870   MT  0.99965397   +0 29 10.1
 AA9284
 AA9284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9284!SPC WV N     -   0.99994868  x   0.99995808  =   0.99990676
 AA9284!UTM  17      -   0.99994868  x   0.99965397  =   0.99960267
 AA9284
 AA9284:                Primary Azimuth Mark                     Grid Az
 AA9284:SPC WV N     -  CKB ARP                                  016 43 06.1
 AA9284:UTM  17      -  CKB ARP                                  015 45 54.6
 AA9284
 AA9284|---------------------------------------------------------------------|
 AA9284| PID    Reference Object                     Distance      Geod. Az  |
 AA9284|                                                           dddmmss.s |
 AA9284| AA9282 CKB ARP                             APPROX. 0.9 KM 0161504.7 |
 AA9284|---------------------------------------------------------------------|
 AA9284
 AA9284                          SUPERSEDED SURVEY CONTROL
 AA9284
 AA9284  ELLIP H (11/30/95)  327.17   (m)                       GP(       ) 4 2
 AA9284
 AA9284.Superseded values are not recommended for survey control.
 AA9284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9284.See file dsdata.txt to determine how the superseded data were derived.
 AA9284
 AA9284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6620648973(NAD 83)
 AA9284_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9284_STAMPING: AP 1965 STA B
 AA9284_MARK LOGO: CGS   
 AA9284_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9284+STABILITY: SURFACE MOTION
 AA9284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9284+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1999
 AA9284
 AA9284  HISTORY     - Date     Condition        Report By
 AA9284  HISTORY     - 1965     MONUMENTED       CGS
 AA9284  HISTORY     - 19921125 GOOD             NGS
 AA9284  HISTORY     - 19940919 GOOD             NGS
 AA9284  HISTORY     - 19960729 GOOD             NGS
 AA9284  HISTORY     - 19991021 GOOD             NGS
 AA9284
 AA9284                          STATION DESCRIPTION
 AA9284
 AA9284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (SWA)
 AA9284'LOCATED ABOUT 1.5 MILES (2.4 KM) EAST IF BRIDGEPORT, AT BENEDUM
 AA9284'AIRPORT, AT THE SOUTHWEST END OF RUNWAY 3-21, 175.0 FT (53.3 M)
 AA9284'SOUTHEAST OF THE CENTERLINE END OF RUNWAY 3, 206.1 FT (62.8 M)
 AA9284'SOUTHEAST OF THRESHOLD LIGHT 143, AND 90.5 FT (27.6 M) SOUTHEAST OF
 AA9284'THRESHOLD LIGHT 144.  A STANDARD TOPOGRAPHIC STATION DISK STAMPED AP
 AA9284'1965 STA B IN TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.
 AA9284
 AA9284                          STATION RECOVERY (1994)
 AA9284
 AA9284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9284'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF BRIDGEPORT, AT
 AA9284'THE BENEDUM AIRPORT ON THE SOUTHWEST SIDE OF TAXIWAY C.
 AA9284'OWNERSHIP--PUBLIC
 AA9284' 
 AA9284'TO REACH THE STATION FROM THE JJUNCTION OF INTERSTATE 79 AND WEST
 AA9284'VIRGINIA STATE HIGHWAY 73, PROCEED SOUTH FOR 3.15 MI (5.07 KM) TO
 AA9284'CROSSWIND DRIVE AND THE AIRPORT ENTRANCE.  TURN LEFT, EASTERLY, AND
 AA9284'PROCEED FOR 0.25 MI (0.40 KM) TO THE TERMINAL.  FROM THE TERMINAL,
 AA9284'PROCEED TO TAXIWAY A ACROSS THE APRON FROM THE TERMINAL AND PROCEED
 AA9284'SOUTHWESTERLY FOR 0.65 MI (1.05 KM) ON TAXIWAY A TO THE END OF THE
 AA9284'TAXIWAY.  CROSS RUNWAY END 3 AND THE STATION STRIGHT AHEAD.
 AA9284' 
 AA9284'THE STATION IS 62.8 M (206.0 FT) SOUTHWEST OF RUNWAY LIGHT NO.  143,
 AA9284'53.3 M (174.9 FT) SOUTHEAST OF CENTERLINE END RUNWAY 3, AND 27.6 M
 AA9284'(90.6 FT) SOUTHEAST OF THRESHOLD LIGHT NO.  144.  THE STATION IS A
 AA9284'TOPOGRAPHIC STATION DISK IN A CONCRETE MONUMENT FLUSH WITH THE
 AA9284'GROUND.
 AA9284' 
 AA9284'TO OBTAIN ACCESS TO THE STATION CONTACT MR.  JAMES R.  GRIFFITH,
 AA9284'AIRPORT MANAGER, 2000 AVIATION WAY, BRIDGEPORT, W.V.  26330, PHONE
 AA9284'(304) 842-3400.
 AA9284' 
 AA9284'DESCRIBED BY PDL.
 AA9284
 AA9284                          STATION RECOVERY (1996)
 AA9284
 AA9284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9284'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF BRIDGEPORT, AT
 AA9284'THE BENEDUM AIRPORT ON THE SOUTHWEST SIDE OF TAXIWAY C.
 AA9284'OWNERSHIP--PUBLIC TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AA9284'79 (SOUTHBOUND) AND WEST VIRGINIA STATE HIGHWAY 131 EXIT 125, PROCEED
 AA9284'SOUTH FOR 3.15 MI (5.07 KM) ON RT 131 TO CROSSWIND DRIVE AND THE
 AA9284'AIRPORT ENTRANCE.  TURN LEFT, EASTERLY, AND PROCEED FOR 0.25 MI (0.40
 AA9284'KM) TO THE TERMINAL.  FROM THE TERMINAL, PROCEED TO TAXIWAY A ACROSS
 AA9284'THE APRON FROM THE TERMINAL AND PROCEED SOUTHWESTERLY FOR 0.65 MI
 AA9284'(1.05 KM) ON TAXIWAY A TO THE END OF THE TAXIWAY.  CROSS RUNWAY END 3
 AA9284'AND THE STATION STRIGHT AHEAD.  THE STATION IS 62.8 M (206.0 FT)
 AA9284'SOUTHWEST OF RUNWAY LIGHT NO.  143, 53.3 M (174.9 FT) SOUTHEAST OF
 AA9284'CENTERLINE END RUNWAY 3, AND 27.6 M (90.6 FT) SOUTHEAST OF THRESHOLD
 AA9284'LIGHT NO.  144.  THE STATION IS A TOPOGRAPHIC STATION DISK IN A
 AA9284'CONCRETE MONUMENT FLUSH WITH THE GROUND.  TO OBTAIN ACCESS TO THE
 AA9284'STATION CONTACT MR.  JAMES R.  GRIFFITH, AIRPORT MANAGER, 2000
 AA9284'AVIATION WAY, BRIDGEPORT, W.V.  26330, PHONE (304) 842-3400.
 AA9284
 AA9284                          STATION RECOVERY (1999)
 AA9284
 AA9284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AA9284'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9282 ***********************************************************************
 AA9282  PACS        -  This is a Primary Airport Control Station.
 AA9282  DESIGNATION -  CKB ARP
 AA9282  PID         -  AA9282
 AA9282  STATE/COUNTY-  WV/HARRISON
 AA9282  USGS QUAD   -  ROSEMONT (1976)
 AA9282
 AA9282                         *CURRENT SURVEY CONTROL
 AA9282  ___________________________________________________________________
 AA9282* NAD 83(1995)-  39 17 44.46402(N)    080 13 45.40170(W)     ADJUSTED  
 AA9282* NAVD 88     -       359.43   (meters)    1179.2    (feet)  GPS OBS   
 AA9282  ___________________________________________________________________
 AA9282  X           -     838,832.049 (meters)                     COMP
 AA9282  Y           -  -4,871,159.008 (meters)                     COMP
 AA9282  Z           -   4,017,981.625 (meters)                     COMP
 AA9282  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 AA9282  ELLIP HEIGHT-         327.05  (meters)          (09/26/01) GPS OBS
 AA9282  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 AA9282
 AA9282  HORZ ORDER  -  B
 AA9282  ELLP ORDER  -  FOURTH    CLASS II
 AA9282
 AA9282.This mark is at Benedum Airport (CKB)
 AA9282
 AA9282.The horizontal coordinates were established by GPS observations
 AA9282.and adjusted by the National Geodetic Survey in November 1995..
 AA9282
 AA9282.The orthometric height was determined by GPS observations and a
 AA9282.high-resolution geoid model.
 AA9282
 AA9282.GPS derived orthometric heights for airport stations designated as
 AA9282.PACS or SACS are published to 2 decimal places.  This maintains
 AA9282.centimeter relative accuracy between the PACS and SACS.  It does
 AA9282.not indicate centimeter accuracy relative to other marks which are
 AA9282.part of the NAVD 88 network.
 AA9282
 AA9282.Photographs are available for this station.
 AA9282
 AA9282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9282
 AA9282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9282
 AA9282.The ellipsoidal height was determined by GPS observations
 AA9282.and is referenced to NAD 83.
 AA9282
 AA9282.The geoid height was determined by GEOID03.
 AA9282
 AA9282;                    North         East     Units Scale Factor Converg.
 AA9282;SPC WV N     -    88,589.625   537,092.409   MT  0.99995726   -0 27 54.4
 AA9282;UTM  17      - 4,349,872.942   566,459.888   MT  0.99965438   +0 29 17.3
 AA9282
 AA9282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9282!SPC WV N     -   0.99994869  x   0.99995726  =   0.99990595
 AA9282!UTM  17      -   0.99994869  x   0.99965438  =   0.99960309
 AA9282
 AA9282:                Primary Azimuth Mark                     Grid Az
 AA9282:SPC WV N     -  CKB AP STA A                             032 34 38.8
 AA9282:UTM  17      -  CKB AP STA A                             031 37 27.1
 AA9282
 AA9282|---------------------------------------------------------------------|
 AA9282| PID    Reference Object                     Distance      Geod. Az  |
 AA9282|                                                           dddmmss.s |
 AA9282| AA9283 CKB AP STA A                        APPROX. 0.7 KM 0320644.4 |
 AA9282| AA9284 CKB AP STA B                        APPROX. 0.9 KM 1961511.6 |
 AA9282|---------------------------------------------------------------------|
 AA9282
 AA9282                          SUPERSEDED SURVEY CONTROL
 AA9282
 AA9282  ELLIP H (11/22/95)  327.11   (m)                       GP(       ) 1 1
 AA9282
 AA9282.Superseded values are not recommended for survey control.
 AA9282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9282.See file dsdata.txt to determine how the superseded data were derived.
 AA9282
 AA9282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6646049873(NAD 83)
 AA9282_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9282_STAMPING: ARP 1965
 AA9282_MARK LOGO: CGS   
 AA9282_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9282+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1999
 AA9282
 AA9282  HISTORY     - Date     Condition        Report By
 AA9282  HISTORY     - 1965     MONUMENTED       CGS
 AA9282  HISTORY     - 19921125 GOOD             NGS
 AA9282  HISTORY     - 19940919 GOOD             NGS
 AA9282  HISTORY     - 19960729 GOOD             NGS
 AA9282  HISTORY     - 19991021 GOOD             NGS
 AA9282
 AA9282                          STATION DESCRIPTION
 AA9282
 AA9282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (SWA)
 AA9282'LOCATED ABOUT 1.5 MILES (2.4 KM) EAST OF BRIDGEPORT, AT BENEDUM
 AA9282'AIRPORT, ON THE SOUTHWEST SIDE OF THE CENTER TAXIWAY, 190.2 FT (58.0
 AA9282'M) NORTH OF RUNWAY LIGHT NO 166, THIS IS THE SECOND RUNWAY LIGHT
 AA9282'SOUTHWEST OF THE RUNWAY AND TAXIWAY INTERSECTION.  118.0 FT (36.0 M)
 AA9282'SOUTHWEST OF THE TAXIWAY LIGHT NO 343, AND 95.9 FT (29.2 M) NORTHWEST
 AA9282'OF RUNWAY LIGHT NO 167.  A STANDARD TOPOGRAPHIC STATION DISK STAMPED
 AA9282'ARP 1965 IN TOP OF A CONCRETE MONUMENT ABOUT 0.3 FOOT (9.1 CM) BELOW
 AA9282'THE GROUNDS SURFACE.
 AA9282
 AA9282                          STATION RECOVERY (1994)
 AA9282
 AA9282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9282'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF BRIDGEPORT, AT
 AA9282'THE BENEDUM AIRPORT ON THE SOUTHWEST SIDE OF TAXIWAY C.
 AA9282'OWNERSHIP--PUBLIC
 AA9282' 
 AA9282'TO REACH THE STATION FROM THE JJUNCTION OF INTERSTATE 79 AND WEST
 AA9282'VIRGINIA STATE HIGHWAY 73, PROCEED SOUTH FOR 3.15 MI (5.07 KM) TO
 AA9282'CROSSWIND DRIVE AND THE AIRPORT ENTRANCE.  TURN LEFT, EASTERLY, AND
 AA9282'PROCEED FOR 0.25 MI (0.40 KM) TO THE TERMINAL.  FROM THE TERMINAL,
 AA9282'PROCEED TO TAXIWAY C ACROSS THE APRON FROM THE TERMINAL AND PROCEED
 AA9282'EASTERLY FOR 0.05 MI (0.08 KM) ON TAXIWAY C AND THE STATION ON THE
 AA9282'RIGHT.
 AA9282' 
 AA9282'THE STATION IS 58.0 M (190.3 FT) NORTH OF RUNWAY LIGHT NO.  166, THIS
 AA9282'IS THE SECOND RUNWAY LIGHT SOUTHWEST OF THE RUNWAY AND TAXIWAY
 AA9282'INTERSECTION, 36.0 M (118.1 FT) SOUTHWEST OF TAXIWAY LIGHT NO.  343,
 AA9282'AND 29.2 M (95.8 FT) NORTHWEST OF RUNWAY LIGHT NO.  167.  THE STAION
 AA9282'IS A TOPOGRAPHIC STATION DISK IN A CONCRETE MONUMENT APPROXIMATELY 9.1
 AA9282'CM BELOW THE SURFACE OF THE GROUND.
 AA9282' 
 AA9282'TO OBTAIN ACCESS TO THE STATION CONTACT MR.  JAMES R.  GRIFFITH,
 AA9282'AIRPORT MANAGER, 2000 AVIATION WAY, BRIDGEPORT, W.V.  26330, PHONE
 AA9282'(304) 842-3400.
 AA9282' 
 AA9282'DESCRIBED BY PDL.
 AA9282
 AA9282                          STATION RECOVERY (1996)
 AA9282
 AA9282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9282'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF BRIDGEPORT, AT
 AA9282'THE BENEDUM AIRPORT ON THE SOUTHWEST SIDE OF TAXIWAY C.
 AA9282'OWNERSHIP--PUBLIC TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AA9282'79 (SOUTHBOUND) AND WEST VIRGINIA STATE HIGHWAY 131 EXIT 125, PROCEED
 AA9282'SOUTH FOR 3.15 MI (5.07 KM) ON RT.  131, TO CROSSWIND DRIVE AND THE
 AA9282'AIRPORT ENTRANCE.  TURN LEFT, EASTERLY, AND PROCEED FOR 0.25 MI (0.40
 AA9282'KM) TO THE TERMINAL.  FROM THE TERMINAL, PROCEED TO TAXIWAY C ACROSS
 AA9282'THE APRON FROM THE TERMINAL AND PROCEED EASTERLY FOR 0.05 MI (0.08 KM)
 AA9282'ON TAXIWAY C AND THE STATION ON THE RIGHT.  THE STATION IS 58.0 M
 AA9282'(190.3 FT) NORTH OF RUNWAY LIGHT NO.  166, THIS IS THE SECOND RUNWAY
 AA9282'LIGHT SOUTHWEST OF THE RUNWAY AND TAXIWAY INTERSECTION, 36.0 M (118.1
 AA9282'FT) SOUTHWEST OF TAXIWAY LIGHT NO.  343, AND 29.2 M (95.8 FT)
 AA9282'NORTHWEST OF RUNWAY LIGHT NO.  167.  THE STAION IS A TOPOGRAPHIC
 AA9282'STATION DISK IN A CONCRETE MONUMENT APPROXIMATELY 9.1 CM BELOW THE
 AA9282'SURFACE OF THE GROUND.  TO OBTAIN ACCESS TO THE STATION CONTACT MR.
 AA9282'JAMES R.  GRIFFITH, AIRPORT MANAGER, 2000 AVIATION WAY, BRIDGEPORT,
 AA9282'W.V.  26330, PHONE (304) 842-3400.
 AA9282
 AA9282                          STATION RECOVERY (1999)
 AA9282
 AA9282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AA9282'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1928 ***********************************************************************
 JX1928  DESIGNATION -  CLARKSBURG
 JX1928  PID         -  JX1928
 JX1928  STATE/COUNTY-  WV/HARRISON
 JX1928  USGS QUAD   -  CLARKSBURG (1976)
 JX1928
 JX1928                         *CURRENT SURVEY CONTROL
 JX1928  ___________________________________________________________________
 JX1928* NAD 83(1995)-  39 17 05.78015(N)    080 19 45.25666(W)     ADJUSTED  
 JX1928* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 JX1928  ___________________________________________________________________
 JX1928  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 JX1928  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JX1928
 JX1928  HORZ ORDER  -  FIRST
 JX1928
 JX1928.The horizontal coordinates were established by classical geodetic methods
 JX1928.and adjusted by the National Geodetic Survey in April 1998..
 JX1928
 JX1928.The orthometric height was scaled from a topographic map.
 JX1928
 JX1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1928
 JX1928.The geoid height was determined by GEOID03.
 JX1928
 JX1928;                    North         East     Units Scale Factor Converg.
 JX1928;SPC WV N     -    87,471.540   528,459.097   MT  0.99995835   -0 31 43.9
 JX1928;UTM  17      - 4,348,611.749   557,849.047   MT  0.99964120   +0 25 29.0
 JX1928
 JX1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1928!SPC WV N     -   0.99993580  x   0.99995835  =   0.99989415
 JX1928!UTM  17      -   0.99993580  x   0.99964120  =   0.99957702
 JX1928
 JX1928|---------------------------------------------------------------------|
 JX1928| PID    Reference Object                     Distance      Geod. Az  |
 JX1928|                                                           dddmmss.s |
 JX1928| CX3438 CLARKSBURG RM 1                      19.647 METERS 11036     |
 JX1928| JX1929 CLARKSBURG BLESSED TRINITY CH       APPROX. 0.9 KM 1493059.5 |
 JX1928| CX3437 CLARKSBURG AZ MK                                   1655522.3 |
 JX1928| CX3439 CLARKSBURG RM 2                      17.815 METERS 16949     |
 JX1928| JX1927 CLARKSBURG IMM CON CATH CH TWR      APPROX. 0.7 KM 2061902.2 |
 JX1928| JX1925 CLARKSBURG METH EPIS CH TWR         APPROX. 0.9 KM 2334133.8 |
 JX1928| JX1926 CLARKSBURG RADIO STA WBLK MAST      APPROX. 0.7 KM 2880254.9 |
 JX1928|---------------------------------------------------------------------|
 JX1928
 JX1928                          SUPERSEDED SURVEY CONTROL
 JX1928
 JX1928  NAD 83(1986)-  39 17 05.78345(N)    080 19 45.26634(W) AD(       ) 1
 JX1928  NAD 27      -  39 17 05.45810(N)    080 19 45.94590(W) AD(       ) 1
 JX1928
 JX1928.Superseded values are not recommended for survey control.
 JX1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1928.See file dsdata.txt to determine how the superseded data were derived.
 JX1928
 JX1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5784948612(NAD 83)
 JX1928_MARKER: DS = TRIANGULATION STATION DISK
 JX1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1928
 JX1928  HISTORY     - Date     Condition        Report By
 JX1928  HISTORY     - 1941     MONUMENTED       CGS
 JX1928  HISTORY     - 1956     GOOD             CGS
 JX1928  HISTORY     - 1965     GOOD             CGS
 JX1928  HISTORY     - 1967     GOOD             LOCENG
 JX1928
 JX1928                          STATION DESCRIPTION
 JX1928
 JX1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1928'THE STATION IS LOCATED 1 MILE NE BY ROAD FROM THE POST OFFICE IN THE
 JX1928'CITY OF CLARKSBURG, AT
 JX1928'THE NW SIDE OF A SMALL FLAT AREA ON THE HIGHEST
 JX1928'POINT OF A PASTURE HILL KNOWN
 JX1928'LOCALLY AS PINNICKINNICK HILL.  THE
 JX1928'PROPERTY IS OWNED BY A LAND COMPANY IN CHARGE OF
 JX1928'MR. MILLARD
 JX1928'SNYDER WHOSE OFFICE IS IN THE UNION NATIONAL BANK.  IT IS WITHIN
 JX1928'THE CITY LIMITS,
 JX1928'STAMPED CLARKSBURG 1941 AND PROJECTS 8 INCHES.
 JX1928'
 JX1928'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JX1928'DISKS SET IN CONCRETE.
 JX1928'
 JX1928'REFERENCE MARK NO. 1 IS STAMPED CLARKSBURG NO. 1 AND PROJECTS
 JX1928'8 INCHES.
 JX1928'
 JX1928'REFERENCE MARK NO. 2 IS STAMPED CLARKSBURG NO. 2 1941 AND
 JX1928'PROJECTS 4 INCHES.
 JX1928'
 JX1928'THE AZIMUTH MARK IS AT THE CORNER OF EAST MAIN AND HARRISON
 JX1928'STREETS.  THERE IS
 JX1928'A TRAFFIC LIGHT AT THIS INTERSECTION.  IT IS A
 JX1928'STANDARD AZIMUTH DISK SET FLUSH IN
 JX1928'THE S CURB OF EAST MAIN STREET,
 JX1928'20 FEET S OF THE CENTER OF EAST MAIN STREET AND 30.5
 JX1928'FEET S OF
 JX1928'THE CENTER OF HARRISON STREET.  IT IS STAMPED CLARKSBURG 1941.
 JX1928'
 JX1928'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 JX1928'AND STATE HIGHWAY
 JX1928'20 AT THE TRAFFIC LIGHT ON SOUTH OAK STREET, GO
 JX1928'E ON U.S. HIGHWAY 50 FOR 0.15 MILE,
 JX1928'THEN TURN LEFT, CROSSING A
 JX1928'RAILROAD BRIDGE AND GO 0.1 MILE, HERE JOG RIGHT FOR
 JX1928'ABOUT 25 YARDS
 JX1928'THEN CONTINUE N FOR 0.1 MILE TO THE END OF THE PAVEMENT.  TURN
 JX1928'RIGHT ON A CINDER
 JX1928'ROAD AND FOLLOW THE RIDGE TO THE HIGHEST POINT AND
 JX1928'THE STATION.
 JX1928'
 JX1928'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JX1928
 JX1928                          STATION RECOVERY (1956)
 JX1928
 JX1928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RMB)
 JX1928'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JX1928'CONDITION AS
 JX1928'ORIGINALLY DESCRIBED.  THE ORIGINAL TO REACH IS ADEQUATE.
 JX1928'
 JX1928'THE HILL UPON WHICH THE STATION IS LOCATED IS NOW OCCUPIED BY
 JX1928'TV STATION WBLK TOWER.
 JX1928
 JX1928                          STATION RECOVERY (1965)
 JX1928
 JX1928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WMR)
 JX1928'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 JX1928'
 JX1928'THE DESCRIPTION IS ADEQUATE FOR RECOVERY.  THE TOWER FOR RADIO AND
 JX1928'TV STATION WBOY IS LOCATED 21.52 FEET EAST OF THE STATION.
 JX1928
 JX1928                          STATION RECOVERY (1967)
 JX1928
 JX1928'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (AWS)
 JX1928'CLARKSBURG 1941 RECOVERED GOOD - DESC. ADEQUATE.
 JX1928'
 JX1928'AZ. MK. THIS MARK APPEARS TO HAVE BEEN RESET WHEN CURB WAS REPOURED
 JX1928'RECENTLY.
 JX1928'
 JX1928'MARK IS NO LONGER VISIBLE FROM STATION DUE TO GRADING OF HILL TOP
 JX1928'AND VERIFICATION OF AZIMUTH COULD NOT BE OBTAINED.  WOULD NOT
 JX1928'RECOMMEND FUTURE USE OF AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1929 ***********************************************************************
 JX1929  DESIGNATION -  CLARKSBURG BLESSED TRINITY CH
 JX1929  PID         -  JX1929
 JX1929  STATE/COUNTY-  WV/HARRISON
 JX1929  USGS QUAD   -  CLARKSBURG (1976)
 JX1929
 JX1929                         *CURRENT SURVEY CONTROL
 JX1929  ___________________________________________________________________
 JX1929* NAD 83(1995)-  39 16 41.35924(N)    080 19 26.76058(W)     ADJUSTED  
 JX1929* NAVD 88     -                                                        
 JX1929  ___________________________________________________________________
 JX1929  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 JX1929  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JX1929
 JX1929  HORZ ORDER  -  THIRD
 JX1929
 JX1929.The horizontal coordinates were established by classical geodetic methods
 JX1929.and adjusted by the National Geodetic Survey in April 1998..
 JX1929
 JX1929
 JX1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1929
 JX1929.The geoid height was determined by GEOID03.
 JX1929
 JX1929;                    North         East     Units Scale Factor Converg.
 JX1929;SPC WV N     -    86,714.405   528,895.430   MT  0.99995906   -0 31 32.1
 JX1929;UTM  17      - 4,347,862.218   558,297.777   MT  0.99964185   +0 25 40.5
 JX1929
 JX1929                          SUPERSEDED SURVEY CONTROL
 JX1929
 JX1929  NAD 83(1986)-  39 16 41.36270(N)    080 19 26.77063(W) AD(       ) 4
 JX1929  NAD 27      -  39 16 41.03700(N)    080 19 27.45100(W) AD(       ) 3
 JX1929
 JX1929.Superseded values are not recommended for survey control.
 JX1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1929.See file dsdata.txt to determine how the superseded data were derived.
 JX1929
 JX1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5829847862(NAD 83)
 JX1929_MARKER: 90 = CHURCH SPIRE
 JX1929
 JX1929  HISTORY     - Date     Condition        Report By
 JX1929  HISTORY     - 1941     FIRST OBSERVED   CGS
 JX1929  HISTORY     - 1958     GOOD             CGS
 JX1929
 JX1929                          STATION DESCRIPTION
 JX1929
 JX1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1929'THIS INTERSECTION STATION IS THE SPIRE OF THE
 JX1929'BLESSED TRINITY
 JX1929'CHURCH.  THE CHURCH IS A RED BRICK BUILDING WITH
 JX1929'A SPIRE ABOUT 75 FEET HIGH AND
 JX1929'LOCATED ON THE CORNER OF PHILIPPI
 JX1929'STREET AND MOORE AVENUE IN THE CITY OF CLARKSBURG.
 JX1929'
 JX1929'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE AT THE BASE
 JX1929'OF THE CROSS.
 JX1929
 JX1929                          STATION RECOVERY (1958)
 JX1929
 JX1929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 JX1929'THE SPIRE WHICH WAS OBSERVED UPON HAS BEEN REMOVED FROM THE
 JX1929'TOP OF THE BELFRY
 JX1929'TOWER UPON WHICH IT WAS SUPPORTED.  A CROSS
 JX1929'NOW OCCUPIES THE POSITION WHERE THE
 JX1929'SPIRE WAS IN THE CENTER OF
 JX1929'THE ROOF OF THE BELFRY TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1927 ***********************************************************************
 JX1927  DESIGNATION -  CLARKSBURG IMM CON CATH CH TWR
 JX1927  PID         -  JX1927
 JX1927  STATE/COUNTY-  WV/HARRISON
 JX1927  USGS QUAD   -  CLARKSBURG (1976)
 JX1927
 JX1927                         *CURRENT SURVEY CONTROL
 JX1927  ___________________________________________________________________
 JX1927* NAD 83(1995)-  39 16 46.01600(N)    080 19 57.83446(W)     ADJUSTED  
 JX1927* NAVD 88     -                                                        
 JX1927  ___________________________________________________________________
 JX1927  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 JX1927  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JX1927
 JX1927  HORZ ORDER  -  THIRD
 JX1927
 JX1927.The horizontal coordinates were established by classical geodetic methods
 JX1927.and adjusted by the National Geodetic Survey in April 1998..
 JX1927
 JX1927
 JX1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1927
 JX1927.The geoid height was determined by GEOID03.
 JX1927
 JX1927;                    North         East     Units Scale Factor Converg.
 JX1927;SPC WV N     -    86,864.870   528,152.033   MT  0.99995892   -0 31 51.9
 JX1927;UTM  17      - 4,348,000.248   557,552.216   MT  0.99964078   +0 25 20.9
 JX1927
 JX1927                          SUPERSEDED SURVEY CONTROL
 JX1927
 JX1927  NAD 83(1986)-  39 16 46.01950(N)    080 19 57.84449(W) AD(       ) 4
 JX1927  NAD 27      -  39 16 45.69400(N)    080 19 58.52400(W) AD(       ) 3
 JX1927
 JX1927.Superseded values are not recommended for survey control.
 JX1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1927.See file dsdata.txt to determine how the superseded data were derived.
 JX1927
 JX1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5755248000(NAD 83)
 JX1927_MARKER: 55 = TOWER
 JX1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1927+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 JX1927
 JX1927  HISTORY     - Date     Condition        Report By
 JX1927  HISTORY     - 1941     FIRST OBSERVED   CGS
 JX1927  HISTORY     - 1958     GOOD             CGS
 JX1927  HISTORY     - 1965     GOOD             CGS
 JX1927  HISTORY     - 20040522 GOOD             USPSQD
 JX1927
 JX1927                          STATION DESCRIPTION
 JX1927
 JX1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1927'THIS INTERSECTION STATION IS
 JX1927'THE BELL TOWER OF
 JX1927'THE IMMACULATE CONCEPTION CATHOLIC CHURCH.  THE
 JX1927'CHURCH IS A GRAY STONE BUILDING WITH
 JX1927'A BELL TOWER ABOUT 100 FEET
 JX1927'HIGH ON THE NE CORNER OF THE BUILDING.  IT IS LOCATED
 JX1927'ON THE SW
 JX1927'CORNER OF EAST PIKE AND CHURCH STREETS IN THE CITY OF CLARKSBURG.
 JX1927'
 JX1927'THE POINT OBSERVED UPON WAS THE APEX OF THE ROOF OF THE BELL
 JX1927'TOWER AT THE BASE
 JX1927'OF THE CROSS.
 JX1927
 JX1927                          STATION RECOVERY (1958)
 JX1927
 JX1927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 JX1927'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 JX1927'DESCRIBED IN THE
 JX1927'ORIGINAL DESCRIPTION.
 JX1927
 JX1927                          STATION RECOVERY (1965)
 JX1927
 JX1927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WMR)
 JX1927'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE FOR
 JX1927'RECOVERY.  THE BELL TOWER HAS A ROOF OF RED SLATE AND CONICAL IN
 JX1927'SHAPE.
 JX1927
 JX1927                          STATION RECOVERY (2004)
 JX1927
 JX1927'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX1927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1930 ***********************************************************************
 HX1930  DESIGNATION -  CLAY
 HX1930  PID         -  HX1930
 HX1930  STATE/COUNTY-  WV/CLAY
 HX1930  USGS QUAD   -  CLAY (1976)
 HX1930
 HX1930                         *CURRENT SURVEY CONTROL
 HX1930  ___________________________________________________________________
 HX1930* NAD 83(1986)-  38 27 42.     (N)    081 05 21.     (W)     SCALED    
 HX1930* NAVD 88     -       215.88   (meters)     708.3    (feet)  RESET     
 HX1930  ___________________________________________________________________
 HX1930  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HX1930
 HX1930  VERT ORDER  -  THIRD
 HX1930
 HX1930.The horizontal coordinates were scaled from a topographic map and have
 HX1930.an estimated accuracy of +/- 6 seconds.
 HX1930
 HX1930.The orthometric height was computed from unverified reset data.
 HX1930.No vertical observational check was made to the station.
 HX1930
 HX1930.The geoid height was determined by GEOID03.
 HX1930
 HX1930;                    North         East    Units  Estimated Accuracy
 HX1930;SPC WV S     -   162,230.      592,220.      MT  (+/- 180 meters Scaled)
 HX1930
 HX1930                          SUPERSEDED SURVEY CONTROL
 HX1930
 HX1930  NGVD 29 (09/25/03)  216.06   (m)          708.9    (f) RESET       3  
 HX1930
 HX1930.Superseded values are not recommended for survey control.
 HX1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1930.See file dsdata.txt to determine how the superseded data were derived.
 HX1930
 HX1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC922570(NAD 83)
 HX1930_MARKER: DB = BENCH MARK DISK
 HX1930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1930_SP_SET: DRILL HOLE
 HX1930_STAMPING: CLAY 1974
 HX1930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1930
 HX1930  HISTORY     - Date     Condition        Report By
 HX1930  HISTORY     - 1974     MONUMENTED       NGS
 HX1930
 HX1930                          STATION DESCRIPTION
 HX1930
 HX1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HX1930'AT CLAY.
 HX1930'THE MARK IS LOCATED AT THE INTERSECTION OF CHURCH STREET AND MAIN
 HX1930'STREET IN CLAY.  IT IS IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 HX1930'AND AT THE NORTHWEST CORNER OF THE CLAY COUNTY BANK.  IT IS
 HX1930'CEMENTED IN A DRILL HOLE IN THE SIDEWALK AND 1 FOOT SOUTH-SOUTHWEST
 HX1930'OF THE NORTHWEST CORNER OF THE BANK.  NOTE-- THE ELEVATION OF THIS
 HX1930'MARK WAS OBTAINED BY RUNNING A SPUR LINE FROM A 12 WHICH IS
 HX1930'LOCATED ABOUT 1/4 MILE SOUTHWEST OF CLAY.  THE DISK WAS STAMPED
 HX1930'CLAY 1974 AT THE REQUEST OF THE CLAY COUNTY BANK PRESIDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2512 ***********************************************************************
 AJ2512  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2512  DESIGNATION -  CLAY
 AJ2512  PID         -  AJ2512
 AJ2512  STATE/COUNTY-  WV/CLAY
 AJ2512  USGS QUAD   -  CLAY (1976)
 AJ2512
 AJ2512                         *CURRENT SURVEY CONTROL
 AJ2512  ___________________________________________________________________
 AJ2512* NAD 83(1995)-  38 29 01.98134(N)    081 00 47.21115(W)     ADJUSTED  
 AJ2512* NAVD 88     -       418.8    (meters)    1374.     (feet)  GPS OBS   
 AJ2512  ___________________________________________________________________
 AJ2512  X           -     780,961.575 (meters)                     COMP
 AJ2512  Y           -  -4,938,112.294 (meters)                     COMP
 AJ2512  Z           -   3,947,869.673 (meters)                     COMP
 AJ2512  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 AJ2512  ELLIP HEIGHT-         386.51  (meters)          (04/23/01) GPS OBS
 AJ2512  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 AJ2512
 AJ2512  HORZ ORDER  -  A
 AJ2512  ELLP ORDER  -  FOURTH    CLASS I
 AJ2512
 AJ2512.The horizontal coordinates were established by GPS observations
 AJ2512.and adjusted by the National Geodetic Survey in April 2001..
 AJ2512
 AJ2512.The orthometric height was determined by GPS observations and a
 AJ2512.high-resolution geoid model.
 AJ2512
 AJ2512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2512
 AJ2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2512
 AJ2512.The ellipsoidal height was determined by GPS observations
 AJ2512.and is referenced to NAD 83.
 AJ2512
 AJ2512.The geoid height was determined by GEOID03.
 AJ2512
 AJ2512;                    North         East     Units Scale Factor Converg.
 AJ2512;SPC WV S     -   164,695.927   598,855.826   MT  0.99993929   -0 00 29.2
 AJ2512;UTM  17      - 4,259,505.222   498,856.214   MT  0.99960002   -0 00 29.4
 AJ2512
 AJ2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2512!SPC WV S     -   0.99993936  x   0.99993929  =   0.99987865
 AJ2512!UTM  17      -   0.99993936  x   0.99960002  =   0.99953940
 AJ2512
 AJ2512                          SUPERSEDED SURVEY CONTROL
 AJ2512
 AJ2512.No superseded survey control is available for this station.
 AJ2512
 AJ2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC9885659505(NAD 83)
 AJ2512_MARKER: DB = BENCH MARK DISK
 AJ2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2512_MARK LOGO: USGS  
 AJ2512_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2512+STABILITY: SURFACE MOTION
 AJ2512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2512+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2000
 AJ2512
 AJ2512  HISTORY     - Date     Condition        Report By
 AJ2512  HISTORY     - UNK      MONUMENTED       USGS
 AJ2512  HISTORY     - 20000327 GOOD             WVALS
 AJ2512
 AJ2512                          STATION DESCRIPTION
 AJ2512
 AJ2512'DESCRIBED BY WV ASSOCIATION OF LAND SURVEYORS 2000 (BS)
 AJ2512'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) SOUTHWEST OF HARRISON,
 AJ2512'6.1 KM (3.8 MI) SOUTH-SOUTHEAST OF IVYDALE AND 5.8 KM (3.6 MI)
 AJ2512'EAST-NORTHEAST OF CLAY.
 AJ2512'
 AJ2512'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND
 AJ2512'COUNTY ROUTE 11 IN THE TOWN OF CLAY GO EASTERLY ON ROUTE 11 FOR
 AJ2512'6.4 KM (4.0 MI) TO THE JUNCTION OF COUNTY ROUTE 15
 AJ2512'(SWANDALE-CRESSMONT ROAD) AND THE STATION IN THE TRIANGULAR
 AJ2512'ISLAND IN THE MIDDLE OF THE JUNCTION.
 AJ2512'
 AJ2512'THE STATION IS 24.1 M (79.0 FT) SOUTH-SOUTHWEST OF THE NORTH
 AJ2512'CORNER OF THE ISLAND AND 9.45 M (31.0 FT) NORTH OF THE CENTER OF THE
 AJ2512'ROAD ALONG THE SOUTH SIDE OF THE ISLAND.  THE STAMPING ON THE DISK
 AJ2512'HAS BEEN DEFACED AND OBLITERATED BY MOWER BLADES PRIOR TO THE
 AJ2512'WVDH PLACING A 0.6 M (2.O FT) HIGH GALVANIZED GUARD POST WITH
 AJ2512'ORANGE REFLECTORS BESIDE THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3021 ***********************************************************************
 HX3021  DESIGNATION -  CLENDENIN
 HX3021  PID         -  HX3021
 HX3021  STATE/COUNTY-  WV/KANAWHA
 HX3021  USGS QUAD   -  CLENDENIN (1976)
 HX3021
 HX3021                         *CURRENT SURVEY CONTROL
 HX3021  ___________________________________________________________________
 HX3021* NAD 83(1995)-  38 29 26.11047(N)    081 20 55.41167(W)     ADJUSTED  
 HX3021* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 HX3021  ___________________________________________________________________
 HX3021  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 HX3021  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HX3021
 HX3021  HORZ ORDER  -  SECOND
 HX3021
 HX3021.The horizontal coordinates were established by classical geodetic methods
 HX3021.and adjusted by the National Geodetic Survey in April 1998..
 HX3021
 HX3021.The orthometric height was scaled from a topographic map.
 HX3021
 HX3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3021
 HX3021.The geoid height was determined by GEOID03.
 HX3021
 HX3021;                    North         East     Units Scale Factor Converg.
 HX3021;SPC WV S     -   165,497.054   569,577.654   MT  0.99993991   -0 12 56.1
 HX3021;UTM  17      - 4,260,306.465   469,587.881   MT  0.99961139   -0 13 01.4
 HX3021
 HX3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3021!SPC WV S     -   0.99997508  x   0.99993991  =   0.99991499
 HX3021!UTM  17      -   0.99997508  x   0.99961139  =   0.99958648
 HX3021
 HX3021:                Primary Azimuth Mark                     Grid Az
 HX3021:SPC WV S     -  CLENDENIN AZ MK                          242 35 31.9
 HX3021:UTM  17      -  CLENDENIN AZ MK                          242 35 37.2
 HX3021
 HX3021|---------------------------------------------------------------------|
 HX3021| PID    Reference Object                     Distance      Geod. Az  |
 HX3021|                                                           dddmmss.s |
 HX3021| DC3997 CLENDENIN AZ MK                                    2422235.8 |
 HX3021| DC3998 CLENDENIN RM 1                       39.328 METERS 24602     |
 HX3021| DC3999 CLENDENIN RM 2                       18.501 METERS 31803     |
 HX3021|---------------------------------------------------------------------|
 HX3021
 HX3021                          SUPERSEDED SURVEY CONTROL
 HX3021
 HX3021  NAD 83(1986)-  38 29 26.11838(N)    081 20 55.41883(W) AD(       ) 2
 HX3021  NAD 27      -  38 29 25.76600(N)    081 20 55.99200(W) AD(       ) 2
 HX3021
 HX3021.Superseded values are not recommended for survey control.
 HX3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3021.See file dsdata.txt to determine how the superseded data were derived.
 HX3021
 HX3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6958860306(NAD 83)
 HX3021_MARKER: DS = TRIANGULATION STATION DISK
 HX3021_SETTING: 0 = UNSPECIFIED SETTING
 HX3021
 HX3021  HISTORY     - Date     Condition        Report By
 HX3021  HISTORY     - 1944     MONUMENTED       CGS
 HX3021  HISTORY     - 1956     SEE DESCRIPTION  USGS
 HX3021
 HX3021                          STATION DESCRIPTION
 HX3021
 HX3021'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3021'STATION IS LOCATED
 HX3021'IN THE TOWN OF
 HX3021'CLENDENIN, ABOUT 100 YARDS E OF THE JUNCTION
 HX3021'OF U.S. HIGHWAY 11. AND STATE
 HX3021'HIGHWAY 4, AND ABOUT 50 YARDS E OF
 HX3021'THE BRIDGE OVER BIG SANDY CREEK.  IT IS 22 FEET
 HX3021'N OF THE CENTER
 HX3021'LINE OF STATE HIGHWAY 4, 4 FEET SSW OF THE SW POINT OF A ROCK
 HX3021'CLIFF, AND
 HX3021'27-1/2 FEET W OF A POLE.  THE DISK IS STAMPED
 HX3021'CLENDENIN 1944 AND IS FLUSH
 HX3021'WITH THE SURFACE OF THE GROUND.
 HX3021'
 HX3021'SURFACE, UNDERGROUND, REFERENCE MARK 2, AND AZIMUTH MARK
 HX3021'ARE BRONZE DISKS
 HX3021'SET IN CONCRETE.
 HX3021'
 HX3021'REFERENCE MARK 1 IS SET FLUSH IN THE TOP OF THE N RETAINING
 HX3021'WALL AT THE E END
 HX3021'OF THE BRIDGE.  IT IS STAMPED CLENDENIN NO 1 1944.
 HX3021'
 HX3021'REFERENCE MARK 2 IS 19.4 FEET SW OF THE W FACE OF THE CLIFF.
 HX3021'IT IS STAMPED
 HX3021'CLENDENIN NO 2 1944 AND PROJECTS ABOUT 4 INCHES.
 HX3021'
 HX3021'AZIMUTH MARK IS 0.35 MILE BY ROAD SW OF THE STATION, AT THE
 HX3021'E CORNER OF A
 HX3021'CONCRETE-BLOCK BUILDING ADJACENT TO A GULF SERVICE
 HX3021'STATION, AND 15-1/2 FEET NW OF
 HX3021'THE CENTER LINE OF U.S. HIGHWAY
 HX3021'119.  IT IS STAMPED CLENDENIN 1944 AND IS FLUSH
 HX3021'WITH THE SURFACE
 HX3021'OF THE GROUND.
 HX3021'
 HX3021'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HX3021
 HX3021                          STATION RECOVERY (1956)
 HX3021
 HX3021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HX3021'WATER COMPANY LAID NEW LINE LAST YEAR ALONG FACE OF CLIFF AT LOCATION
 HX3021'OF STATION AND
 HX3021'PROBABLY DESTROYED STATION AND REFERENCE MARK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3025 ***********************************************************************
 HX3025  DESIGNATION -  CLENDENIN UNITED GAS CO RADIO
 HX3025  PID         -  HX3025
 HX3025  STATE/COUNTY-  WV/KANAWHA
 HX3025  USGS QUAD   -  CLENDENIN (1976)
 HX3025
 HX3025                         *CURRENT SURVEY CONTROL
 HX3025  ___________________________________________________________________
 HX3025* NAD 83(1995)-  38 29 33.77581(N)    081 19 16.40026(W)     ADJUSTED  
 HX3025* NAVD 88     -                                                        
 HX3025  ___________________________________________________________________
 HX3025  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 HX3025  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HX3025
 HX3025  HORZ ORDER  -  THIRD
 HX3025
 HX3025.The horizontal coordinates were established by classical geodetic methods
 HX3025.and adjusted by the National Geodetic Survey in April 1998..
 HX3025
 HX3025
 HX3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3025
 HX3025.The geoid height was determined by GEOID03.
 HX3025
 HX3025;                    North         East     Units Scale Factor Converg.
 HX3025;SPC WV S     -   165,724.727   571,977.803   MT  0.99994011   -0 11 54.9
 HX3025;UTM  17      - 4,260,534.004   471,987.245   MT  0.99960966   -0 11 59.8
 HX3025
 HX3025                          SUPERSEDED SURVEY CONTROL
 HX3025
 HX3025  NAD 83(1986)-  38 29 33.78396(N)    081 19 16.40779(W) AD(       ) 4
 HX3025  NAD 27      -  38 29 33.43100(N)    081 19 16.98300(W) AD(       ) 3
 HX3025
 HX3025.Superseded values are not recommended for survey control.
 HX3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3025.See file dsdata.txt to determine how the superseded data were derived.
 HX3025
 HX3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7198760534(NAD 83)
 HX3025_MARKER: 42 = RADIO/TV MAST
 HX3025
 HX3025  HISTORY     - Date     Condition        Report By
 HX3025  HISTORY     - 1961     FIRST OBSERVED   CGS
 HX3025
 HX3025                          STATION DESCRIPTION
 HX3025
 HX3025'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0207 ***********************************************************************
 HX0207  DESIGNATION -  CLEVE
 HX0207  PID         -  HX0207
 HX0207  STATE/COUNTY-  WV/UPSHUR
 HX0207  USGS QUAD   -  ROCK CAVE (1966)
 HX0207
 HX0207                         *CURRENT SURVEY CONTROL
 HX0207  ___________________________________________________________________
 HX0207* NAD 83(1995)-  38 45 06.63365(N)    080 21 47.52381(W)     ADJUSTED  
 HX0207* NAVD 88     -       637.765  (meters)    2092.40   (feet)  ADJUSTED  
 HX0207  ___________________________________________________________________
 HX0207  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 HX0207  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX0207  DYNAMIC HT  -         637.319 (meters)    2090.94  (feet)  COMP
 HX0207  MODELED GRAV-     979,907.1   (mgal)                       NAVD 88
 HX0207
 HX0207  HORZ ORDER  -  SECOND
 HX0207  VERT ORDER  -  SECOND    CLASS 0
 HX0207
 HX0207.The horizontal coordinates were established by classical geodetic methods
 HX0207.and adjusted by the National Geodetic Survey in April 1998..
 HX0207
 HX0207.The orthometric height was determined by differential leveling
 HX0207.and adjusted by the National Geodetic Survey in June 1991..
 HX0207
 HX0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX0207
 HX0207.The geoid height was determined by GEOID03.
 HX0207
 HX0207.The dynamic height is computed by dividing the NAVD 88
 HX0207.geopotential number by the normal gravity value computed on the
 HX0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0207.degrees latitude (g = 980.6199 gals.).
 HX0207
 HX0207.The modeled gravity was interpolated from observed gravity values.
 HX0207
 HX0207;                    North         East     Units Scale Factor Converg.
 HX0207;SPC WV S     -   194,630.318   655,353.934   MT  0.99997463   +0 23 37.2
 HX0207;UTM  17      - 4,289,431.367   555,333.881   MT  0.99963770   +0 23 55.0
 HX0207
 HX0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX0207!SPC WV S     -   0.99990490  x   0.99997463  =   0.99987953
 HX0207!UTM  17      -   0.99990490  x   0.99963770  =   0.99954263
 HX0207
 HX0207|---------------------------------------------------------------------|
 HX0207| PID    Reference Object                     Distance      Geod. Az  |
 HX0207|                                                           dddmmss.s |
 HX0207| HX0206 CLEVE RM 1                           25.550 METERS 10509     |
 HX0207| HX0205 CLEVE AZ MK                                        1742243.2 |
 HX0207| HX0208 CLEVE RM 2                           25.110 METERS 28030     |
 HX0207|---------------------------------------------------------------------|
 HX0207
 HX0207                          SUPERSEDED SURVEY CONTROL
 HX0207
 HX0207  NAD 83(1986)-  38 45 06.63922(N)    080 21 47.53498(W) AD(       ) 2
 HX0207  NAD 27      -  38 45 06.26920(N)    080 21 48.23640(W) AD(       ) 2
 HX0207  NGVD 29 (??/??/92)  637.943  (m)         2092.98   (f) ADJ UNCH    2 0
 HX0207
 HX0207.Superseded values are not recommended for survey control.
 HX0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0207.See file dsdata.txt to determine how the superseded data were derived.
 HX0207
 HX0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC5533489431(NAD 83)
 HX0207_MARKER: DS = TRIANGULATION STATION DISK
 HX0207_SETTING: 66 = SET IN ROCK OUTCROP
 HX0207_SP_SET: EMBEDDED ROCK
 HX0207_STAMPING: CLEVE 1956
 HX0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0207+STABILITY: POSITION/ELEVATION WELL
 HX0207
 HX0207  HISTORY     - Date     Condition        Report By
 HX0207  HISTORY     - 1956     MONUMENTED       CGS
 HX0207  HISTORY     - 1961     GOOD             CGS
 HX0207  HISTORY     - 1962     GOOD             NGS
 HX0207  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 HX0207
 HX0207                          STATION DESCRIPTION
 HX0207
 HX0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX0207'STATION IS LOCATED AT THE NORTH END OF CLEVELAND COMPRESSOR STATION
 HX0207'AREA, ABOUT 1/2 MILE NORTH OF
 HX0207'THE HIGHEST POINT OF CLEVELAND MOUNTAIN, ABOUT 2-1/2 MILES NORTH OF
 HX0207'THE VILLAGE OF CLEVELAND, AND ABOUT 18.0
 HX0207'MILES SOUTH-SOUTHWEST OF BUCKHANNON.  STATION IS 64
 HX0207'FEET WEST OF POWERLINE POLE AND 17 FEET SOUTH
 HX0207'OF WITNESS POST.  THE MARK IS 12 INCHES
 HX0207'BELOW THE SURFACE AND THE DISK IS STAMPED CLEVE 1956.
 HX0207'
 HX0207'REFERENCE MARK NO. 1 IS 39 FEET SOUTHEAST OF POWERLINE POLE.  THE
 HX0207'MARK IS SET FLUSH AND THE DISK
 HX0207'IS STAMPED CLEVE NO 1 1956.
 HX0207'
 HX0207'REFERENCE MARK NO. 2 IS 88 FEET WEST-SOUTHWEST OF WITNESS POST AND 33
 HX0207'FEET SOUTH OF NORTH EDGE OF
 HX0207'CLEARING.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED CLEVE NO 2
 HX0207'1956.
 HX0207'
 HX0207'AZIMUTH MARK IS 30 FEET EAST OF APPROXIMATE CENTERLINE OF STATE
 HX0207'HIGHWAY NO. 20, 21 FEET
 HX0207'SOUTH OF A 16 INCH OAK TREE AND 2-1/2 FEET NORTH OF WITNESS POST.
 HX0207'THE MARK PROJECTS 4 INCHES AND THE DISK
 HX0207'IS STAMPED CLEVE 1956.
 HX0207'
 HX0207'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 4 AND 20 WHICH IS
 HX0207'ABOUT 12.0 MILES SOUTH-SOUTHWEST
 HX0207'OF BUCKHANNON, GO SOUTH ON STATE HIGHWAY NO. 20 FOR 6.35 MILES TO
 HX0207'KANAWHA HEAD POST OFFICE.
 HX0207'CONTINUE SOUTHERLY ON STATE HIGHWAY NO. 20 FOR 2.7 MILES TO
 HX0207'DRIVEWAY RIGHT AT CLEVELAND COMPRESSOR
 HX0207'STATION.  (CONTINUE SOUTHERLY ON STATE HIGHWAY
 HX0207'NO. 20 FOR 0.1 MILE TO AZIMUTH MARK ON LEFT (EAST) SIDE
 HX0207'OF HIGHWAY).  TURN RIGHT AND GO
 HX0207'NORTHERLY ON GRAVEL ROAD FOR 0.15 MILE TO METAL BUILDING ON LEFT AT
 HX0207'CLEVELAND COMPRESSOR STATION.  CONTINUE
 HX0207'NORTH FOR 0.05 MILE TO BLADED ROAD LEFT.  TURN LEFT AND GO
 HX0207'NORTHWEST THENCE NORTH THENCE EAST TO
 HX0207'TOP OF HILL AND STATION AS DESCRIBED.
 HX0207'*
 HX0207'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HX0207
 HX0207                          STATION RECOVERY (1961)
 HX0207
 HX0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX0207'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 HX0207'CONDITION.  THE
 HX0207'DESCRIPTION OF HOW TO REACH THE STATION IS ADEQUATE.  A SLIGHT
 HX0207'DIFFERENCE WAS NOTED IN
 HX0207'THE MEASUREMENT DISTANCE TO REFERENCE MARK NUMBER 1.  A DIFFERENCE
 HX0207'OF 4 MINUTES IN THE DIRECTION
 HX0207'TO REFERENCE MARK NUMBER 1 WAS FOUND.
 HX0207
 HX0207                          STATION RECOVERY (1962)
 HX0207
 HX0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX0207'3.4 MI NE FROM CLEVELAND.
 HX0207'ABOUT 3.05 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 HX0207'POST OFFICE AT CLEVELAND, THENCE 0.25 MILE NORTH ALONG A BLACK
 HX0207'TOP ROAD THAT LEADS TO A NATURAL GAS COMPRESSOR STATION, THENCE
 HX0207'0.1 MILE NORTH ALONG A TRAIL THAT LEADS TO THE SUMMIT OF THE
 HX0207'HILL, 64 FEET WEST OF A POWER POLE, 2 FEET EAST OF A STEEL
 HX0207'WITNESS POST, SET IN THE TOP OF AN EMBEDDED ROCK THAT IS ABOUT
 HX0207'1 1/2 FEET BELOW THE LEVEL OF THE GROUND.
 HX0207
 HX0207                          STATION RECOVERY (1989)
 HX0207
 HX0207'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (JP)
 HX0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0205 ***********************************************************************
 HX0205  DESIGNATION -  CLEVE AZ MK
 HX0205  PID         -  HX0205
 HX0205  STATE/COUNTY-  WV/UPSHUR
 HX0205  USGS QUAD   -  GOSHEN (1987)
 HX0205
 HX0205                         *CURRENT SURVEY CONTROL
 HX0205  ___________________________________________________________________
 HX0205* NAD 83(1986)-  38 44 45.     (N)    080 21 44.     (W)     SCALED    
 HX0205* NAVD 88     -       643.499  (meters)    2111.21   (feet)  ADJUSTED  
 HX0205  ___________________________________________________________________
 HX0205  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 HX0205  DYNAMIC HT  -         643.048 (meters)    2109.73  (feet)  COMP
 HX0205  MODELED GRAV-     979,906.2   (mgal)                       NAVD 88
 HX0205
 HX0205  VERT ORDER  -  SECOND    CLASS 0
 HX0205
 HX0205.The horizontal coordinates were scaled from a topographic map and have
 HX0205.an estimated accuracy of +/- 6 seconds.
 HX0205
 HX0205.The orthometric height was determined by differential leveling
 HX0205.and adjusted by the National Geodetic Survey in June 1991..
 HX0205
 HX0205.The geoid height was determined by GEOID03.
 HX0205
 HX0205.The dynamic height is computed by dividing the NAVD 88
 HX0205.geopotential number by the normal gravity value computed on the
 HX0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0205.degrees latitude (g = 980.6199 gals.).
 HX0205
 HX0205.The modeled gravity was interpolated from observed gravity values.
 HX0205
 HX0205;                    North         East    Units  Estimated Accuracy
 HX0205;SPC WV S     -   193,960.      655,440.      MT  (+/- 180 meters Scaled)
 HX0205
 HX0205                          SUPERSEDED SURVEY CONTROL
 HX0205
 HX0205  NGVD 29 (??/??/92)  643.676  (m)         2111.79   (f) ADJ UNCH    2 0
 HX0205
 HX0205.Superseded values are not recommended for survey control.
 HX0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0205.See file dsdata.txt to determine how the superseded data were derived.
 HX0205
 HX0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC554887(NAD 83)
 HX0205_MARKER: DZ = AZIMUTH MARK DISK
 HX0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0205_STAMPING: CLEVE 1956
 HX0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0205+STABILITY: SURFACE MOTION
 HX0205
 HX0205  HISTORY     - Date     Condition        Report By
 HX0205  HISTORY     - 1956     MONUMENTED       CGS
 HX0205  HISTORY     - 1962     GOOD             NGS
 HX0205
 HX0205                          STATION DESCRIPTION
 HX0205
 HX0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0205'3 MI NE FROM CLEVELAND.
 HX0205'ABOUT 3.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0205'OFFICE AT CLEVELAND, ABOUT 0.05 MILE SOUTH OF A BLACK TOP ROAD
 HX0205'LEADING WEST, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS
 HX0205'EXTENDING NORTH AND WEST, 86 FEET NORTHEAST OF A WOODS ROAD
 HX0205'LEADING SOUTHEAST, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HX0205'HIGHWAY, AND IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3
 HX0205'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0206 ***********************************************************************
 HX0206  DESIGNATION -  CLEVE RM 1
 HX0206  PID         -  HX0206
 HX0206  STATE/COUNTY-  WV/UPSHUR
 HX0206  USGS QUAD   -  ROCK CAVE (1966)
 HX0206
 HX0206                         *CURRENT SURVEY CONTROL
 HX0206  ___________________________________________________________________
 HX0206* NAD 83(1986)-  38 45 06.     (N)    080 21 47.     (W)     SCALED    
 HX0206* NAVD 88     -       637.916  (meters)    2092.90   (feet)  ADJUSTED  
 HX0206  ___________________________________________________________________
 HX0206  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX0206  DYNAMIC HT  -         637.470 (meters)    2091.43  (feet)  COMP
 HX0206  MODELED GRAV-     979,907.1   (mgal)                       NAVD 88
 HX0206
 HX0206  VERT ORDER  -  SECOND    CLASS 0
 HX0206
 HX0206.The horizontal coordinates were scaled from a topographic map and have
 HX0206.an estimated accuracy of +/- 6 seconds.
 HX0206
 HX0206.The orthometric height was determined by differential leveling
 HX0206.and adjusted by the National Geodetic Survey in June 1991..
 HX0206
 HX0206.The geoid height was determined by GEOID03.
 HX0206
 HX0206.The dynamic height is computed by dividing the NAVD 88
 HX0206.geopotential number by the normal gravity value computed on the
 HX0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0206.degrees latitude (g = 980.6199 gals.).
 HX0206
 HX0206.The modeled gravity was interpolated from observed gravity values.
 HX0206
 HX0206;                    North         East    Units  Estimated Accuracy
 HX0206;SPC WV S     -   194,610.      655,370.      MT  (+/- 180 meters Scaled)
 HX0206
 HX0206                          SUPERSEDED SURVEY CONTROL
 HX0206
 HX0206  NGVD 29 (??/??/92)  638.094  (m)         2093.48   (f) ADJ UNCH    2 0
 HX0206
 HX0206.Superseded values are not recommended for survey control.
 HX0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0206.See file dsdata.txt to determine how the superseded data were derived.
 HX0206
 HX0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC553894(NAD 83)
 HX0206_MARKER: DR = REFERENCE MARK DISK
 HX0206_SETTING: 66 = SET IN ROCK OUTCROP
 HX0206_SP_SET: ROCK OUTCROP
 HX0206_STAMPING: CLEVE NO 1
 HX0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0206+STABILITY: POSITION/ELEVATION WELL
 HX0206
 HX0206  HISTORY     - Date     Condition        Report By
 HX0206  HISTORY     - 1956     MONUMENTED       CGS
 HX0206  HISTORY     - 1962     GOOD             NGS
 HX0206
 HX0206                          STATION DESCRIPTION
 HX0206
 HX0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0206'3.4 MI NE FROM CLEVELAND.
 HX0206'ABOUT 3.05 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0206'OFFICE AT CLEVELAND, THENCE 0.25 MILES NORTH ALONG A BLACK TOP
 HX0206'ROAD LEADING TO A NATURAL GAS COMPRESSOR STATION, THENCE 0.1
 HX0206'MILE NORTH ALONG A TRAIL THAT LEADS TO THE SUMMIT OF A HILL, 83.7
 HX0206'FEET EAST OF CLEVE, 39 FEET SOUTHEAST OF A POWER POLE, 26 1/2
 HX0206'FEET NORTHWEST OF GAS VALVE 1243, ABOUT 77 YARDS NORTH OF THE
 HX0206'NORTH CORNER OF A CONCRETE CURB AROUND A GROUP OF LARGE GAS
 HX0206'TANKS AND SET IN THE TOP OF A FLAT ROCK OUTCROP THAT IS ABOUT
 HX0206'6 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0208 ***********************************************************************
 HX0208  DESIGNATION -  CLEVE RM 2
 HX0208  PID         -  HX0208
 HX0208  STATE/COUNTY-  WV/UPSHUR
 HX0208  USGS QUAD   -  ROCK CAVE (1966)
 HX0208
 HX0208                         *CURRENT SURVEY CONTROL
 HX0208  ___________________________________________________________________
 HX0208* NAD 83(1986)-  38 45 06.     (N)    080 21 47.     (W)     SCALED    
 HX0208* NAVD 88     -       637.464  (meters)    2091.41   (feet)  ADJUSTED  
 HX0208  ___________________________________________________________________
 HX0208  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX0208  DYNAMIC HT  -         637.019 (meters)    2089.95  (feet)  COMP
 HX0208  MODELED GRAV-     979,907.1   (mgal)                       NAVD 88
 HX0208
 HX0208  VERT ORDER  -  SECOND    CLASS 0
 HX0208
 HX0208.The horizontal coordinates were scaled from a topographic map and have
 HX0208.an estimated accuracy of +/- 6 seconds.
 HX0208
 HX0208.The orthometric height was determined by differential leveling
 HX0208.and adjusted by the National Geodetic Survey in June 1991..
 HX0208
 HX0208.The geoid height was determined by GEOID03.
 HX0208
 HX0208.The dynamic height is computed by dividing the NAVD 88
 HX0208.geopotential number by the normal gravity value computed on the
 HX0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0208.degrees latitude (g = 980.6199 gals.).
 HX0208
 HX0208.The modeled gravity was interpolated from observed gravity values.
 HX0208
 HX0208;                    North         East    Units  Estimated Accuracy
 HX0208;SPC WV S     -   194,610.      655,370.      MT  (+/- 180 meters Scaled)
 HX0208
 HX0208                          SUPERSEDED SURVEY CONTROL
 HX0208
 HX0208  NGVD 29 (??/??/92)  637.642  (m)         2092.00   (f) ADJ UNCH    2 0
 HX0208
 HX0208.Superseded values are not recommended for survey control.
 HX0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0208.See file dsdata.txt to determine how the superseded data were derived.
 HX0208
 HX0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC553894(NAD 83)
 HX0208_MARKER: DR = REFERENCE MARK DISK
 HX0208_SETTING: 66 = SET IN ROCK OUTCROP
 HX0208_SP_SET: ROCK OUTCROP
 HX0208_STAMPING: CLEVE NO 2
 HX0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0208+STABILITY: POSITION/ELEVATION WELL
 HX0208
 HX0208  HISTORY     - Date     Condition        Report By
 HX0208  HISTORY     - 1956     MONUMENTED       CGS
 HX0208  HISTORY     - 1962     GOOD             NGS
 HX0208
 HX0208                          STATION DESCRIPTION
 HX0208
 HX0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0208'3.4 MI NE FROM CLEVELAND.
 HX0208'ABOUT 3.05 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0208'OFFICE AT CLEVELAND, THENCE 0.25 MILE NORTH ALONG A BLACK TOP
 HX0208'ROAD LEADING TO A NATURAL GAS COMPRESSOR STATION, THENCE 0.1
 HX0208'MILE NORTH ALONG A TRAIL THAT LEADS TO THE SUMMIT OF A HILL, 83.3
 HX0208'FEET WEST OF CLEVE, AND SET IN THE TOP OF A FLAT ROCK OUTCROP
 HX0208'THAT IS ABOUT 6 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2866 ***********************************************************************
 HX2866  DESIGNATION -  CLOVER
 HX2866  PID         -  HX2866
 HX2866  STATE/COUNTY-  WV/LEWIS
 HX2866  USGS QUAD   -  WALKERSVILLE (1976)
 HX2866
 HX2866                         *CURRENT SURVEY CONTROL
 HX2866  ___________________________________________________________________
 HX2866* NAD 83(1995)-  38 52 09.44510(N)    080 29 58.74847(W)     ADJUSTED  
 HX2866* NAVD 88     -       465.4    (meters)    1527.     (feet)  VERTCON   
 HX2866  ___________________________________________________________________
 HX2866  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 HX2866  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HX2866
 HX2866  HORZ ORDER  -  THIRD
 HX2866
 HX2866.The horizontal coordinates were established by classical geodetic methods
 HX2866.and adjusted by the National Geodetic Survey in April 1998..
 HX2866
 HX2866.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2866
 HX2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2866
 HX2866.The geoid height was determined by GEOID03.
 HX2866
 HX2866;                    North         East     Units Scale Factor Converg.
 HX2866;SPC WV S     -   207,595.256   643,422.611   MT  0.99999704   +0 18 33.5
 HX2866;UTM  17      - 4,302,390.688   543,405.700   MT  0.99962320   +0 18 50.4
 HX2866
 HX2866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2866!SPC WV S     -   0.99993203  x   0.99999704  =   0.99992907
 HX2866!UTM  17      -   0.99993203  x   0.99962320  =   0.99955525
 HX2866
 HX2866:                Primary Azimuth Mark                     Grid Az
 HX2866:SPC WV S     -  CLOVER AZ MK                             062 02 59.4
 HX2866:UTM  17      -  CLOVER AZ MK                             062 02 42.5
 HX2866
 HX2866|---------------------------------------------------------------------|
 HX2866| PID    Reference Object                     Distance      Geod. Az  |
 HX2866|                                                           dddmmss.s |
 HX2866| HX0145 CLOVER AZ MK                                       0622132.9 |
 HX2866| DC4004 CLOVER RM 2                          18.487 METERS 22016     |
 HX2866| DC4003 CLOVER RM 1                          18.626 METERS 35822     |
 HX2866|---------------------------------------------------------------------|
 HX2866
 HX2866                          SUPERSEDED SURVEY CONTROL
 HX2866
 HX2866  NAD 83(1986)-  38 52 09.45062(N)    080 29 58.75902(W) AD(       ) 3
 HX2866  NAD 27      -  38 52 09.09830(N)    080 29 59.43860(W) AD(       ) 3
 HX2866  NGVD 29 (07/19/86)  465.6    (m)         1528.     (f) VERT ANG       
 HX2866
 HX2866.Superseded values are not recommended for survey control.
 HX2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2866.See file dsdata.txt to determine how the superseded data were derived.
 HX2866
 HX2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4340602391(NAD 83)
 HX2866_MARKER: DS = TRIANGULATION STATION DISK
 HX2866_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX2866_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX2866
 HX2866  HISTORY     - Date     Condition        Report By
 HX2866  HISTORY     - 1956     MONUMENTED       CGS
 HX2866  HISTORY     - 1962     GOOD             CGS
 HX2866
 HX2866                          STATION DESCRIPTION
 HX2866
 HX2866'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX2866'THE STATION IS LOCATED ON A TIMBER COVERED KNOB, THAT IS ABOUT 12
 HX2866'MILES SOUTH OF WESTON AND 2
 HX2866'MILES WEST OF WALKERSVILLE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 HX2866'DISK IS STAMPED CLOVER 1956.
 HX2866'
 HX2866'REFERENCE MARK NO. 1 PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 HX2866'CLOVER NO 1 1956.
 HX2866'
 HX2866'REFERENCE MARK NO. 2 PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 HX2866'CLOVER NO 2 1956.
 HX2866'
 HX2866'AZIMUTH MARK IS 22 FEET SOUTH OF THE APPROXIMATE CENTER OF A SURFACED
 HX2866'ROAD, 3 FEET EAST OF A
 HX2866'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 6 INCHES
 HX2866'AND THE DISK IS STAMPED CLOVER 1956.
 HX2866'
 HX2866'TO REACH FROM THE POST OFFICE IN WALKERSVILLE, GO WESTERLY ON SURFACE
 HX2866'ROAD FOR 0.5 MILE TO THE
 HX2866'AZIMUTH MARK ON THE LEFT AT ROAD FORK.  TURN RIGHT AND GO WESTERLY ON
 HX2866'GRAVELED ROAD FOR 0.2 MILE TO THE
 HX2866'SETTLEMENT OF EMMART.  CONTINUE WESTERLY ON GRAVELED
 HX2866'ROAD FOR 1.25 MILES TO A COVERED BRIDGE.  CONTINUE
 HX2866'ON GRAVELED ROAD FOR 0.1 MILE TO
 HX2866'A SIDE ROAD LEFT, TURN LEFT (EASTERLY) FOR 0.5 MILE TO RAILROAD
 HX2866'TRACKS, CROSS TRACKS AND GO 1.2
 HX2866'MILES TO THE SUMMIT OF A HILL AND A DIM WOODS ROAD ON THE LEFT AT A
 HX2866'TRIANGLE BLAZED OAK TREE.  TURN
 HX2866'SHARP LEFT ON DIM WOODS ROAD FOR 0.1 MILE TO THE STATION ON
 HX2866'THE LEFT AT THE HIGHEST POINT OF THE HILL.
 HX2866'
 HX2866'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 HX2866
 HX2866                          STATION RECOVERY (1962)
 HX2866
 HX2866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 HX2866'THE STATION AND THE AZIMUTH MARK WERE RECOVERED.
 HX2866'
 HX2866'THE AZIMUTH MARK IS
 HX2866'ABOUT 1.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2866'THE STATION AT WALKERSVILLE, 240 FEET NORTHEAST OF THE NORTHEAST
 HX2866'RAIL, 25 FEET SOUTHWEST OF THE CENTER LINE OF A BLACK TOP ROAD THAT
 HX2866'FOLLOWS ALONG THE RAILROAD AT THIS POINT, 12 FEET SOUTH OF A
 HX2866'TELEPHONE POLE 38, 3 FEET EAST OF A WOODEN WITNESS POST, ABOUT 8
 HX2866'FEET ABOVE THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A
 HX2866'4-INCH CONCRETE FILLED PIPE THAT IS PROJECTING ABOUT 8-INCHES.
 HX2866'
 HX2866'DISTANCE AND DIRECTION FROM NEAREST TOWN 1.2 MILES NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0145 ***********************************************************************
 HX0145  DESIGNATION -  CLOVER AZ MK
 HX0145  PID         -  HX0145
 HX0145  STATE/COUNTY-  WV/LEWIS
 HX0145  USGS QUAD   -  ROANOKE (1989)
 HX0145
 HX0145                         *CURRENT SURVEY CONTROL
 HX0145  ___________________________________________________________________
 HX0145* NAD 83(1986)-  38 52 48.     (N)    080 28 25.     (W)     SCALED    
 HX0145* NAVD 88     -       338.095  (meters)    1109.23   (feet)  ADJUSTED  
 HX0145  ___________________________________________________________________
 HX0145  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HX0145  DYNAMIC HT  -         337.870 (meters)    1108.50  (feet)  COMP
 HX0145  MODELED GRAV-     979,951.4   (mgal)                       NAVD 88
 HX0145
 HX0145  VERT ORDER  -  SECOND    CLASS 0
 HX0145
 HX0145.The horizontal coordinates were scaled from a topographic map and have
 HX0145.an estimated accuracy of +/- 6 seconds.
 HX0145
 HX0145.The orthometric height was determined by differential leveling
 HX0145.and adjusted by the National Geodetic Survey in June 1991..
 HX0145
 HX0145.The geoid height was determined by GEOID03.
 HX0145
 HX0145.The dynamic height is computed by dividing the NAVD 88
 HX0145.geopotential number by the normal gravity value computed on the
 HX0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0145.degrees latitude (g = 980.6199 gals.).
 HX0145
 HX0145.The modeled gravity was interpolated from observed gravity values.
 HX0145
 HX0145;                    North         East    Units  Estimated Accuracy
 HX0145;SPC WV S     -   208,800.      645,680.      MT  (+/- 180 meters Scaled)
 HX0145
 HX0145                          SUPERSEDED SURVEY CONTROL
 HX0145
 HX0145  NGVD 29 (??/??/92)  338.29   (m)         1109.9    (f) COMPUTED    2 0
 HX0145
 HX0145.Superseded values are not recommended for survey control.
 HX0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0145.See file dsdata.txt to determine how the superseded data were derived.
 HX0145
 HX0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND456035(NAD 83)
 HX0145_MARKER: DZ = AZIMUTH MARK DISK
 HX0145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX0145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX0145_STAMPING: CLOVER 1956
 HX0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0145
 HX0145  HISTORY     - Date     Condition        Report By
 HX0145  HISTORY     - 1956     MONUMENTED       CGS
 HX0145  HISTORY     - 1962     GOOD             NGS
 HX0145
 HX0145                          STATION DESCRIPTION
 HX0145
 HX0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0145'1.2 MI NW FROM WALKERSVILLE.
 HX0145'ABOUT 1.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0145'FROM THE STATION AT WALKERSVILLE, 240 FEET NORTHEAST OF THE
 HX0145'NORTHEAST RAIL, 25 FEET SOUTHWEST OF THE CENTER LINE OF A
 HX0145'BLACK TOP ROAD THAT FOLLOWS ALONG THE RAILROAD AT THIS POINT,
 HX0145'12 FEET SOUTH OF A TELEPHONE POLE 38, 3 FEET EAST OF A WOODEN
 HX0145'WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD, AND
 HX0145'IS SET IN THE TOP OF A 4-INCH CONCRETE FILLED PIPE THAT IS
 HX0145'PROJECTING ABOUT 8-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3126 ***********************************************************************
 HX3126  DESIGNATION -  COAL RESET
 HX3126  PID         -  HX3126
 HX3126  STATE/COUNTY-  WV/KANAWHA
 HX3126  USGS QUAD   -  ALUM CREEK (1971)
 HX3126
 HX3126                         *CURRENT SURVEY CONTROL
 HX3126  ___________________________________________________________________
 HX3126* NAD 83(1995)-  38 21 26.66528(N)    081 49 30.26954(W)     ADJUSTED  
 HX3126* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 HX3126  ___________________________________________________________________
 HX3126  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 HX3126  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HX3126
 HX3126  HORZ ORDER  -  FIRST
 HX3126
 HX3126.The horizontal coordinates were established by classical geodetic methods
 HX3126.and adjusted by the National Geodetic Survey in April 1998..
 HX3126
 HX3126.The orthometric height was scaled from a topographic map.
 HX3126
 HX3126.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3126
 HX3126.The geoid height was determined by GEOID03.
 HX3126
 HX3126;                    North         East     Units Scale Factor Converg.
 HX3126;SPC WV S     -   150,978.260   527,890.751   MT  0.99993022   -0 30 36.2
 HX3126;UTM  17      - 4,245,793.389   427,913.033   MT  0.99966400   -0 30 43.3
 HX3126
 HX3126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3126!SPC WV S     -   0.99995221  x   0.99993022  =   0.99988243
 HX3126!UTM  17      -   0.99995221  x   0.99966400  =   0.99961622
 HX3126
 HX3126|---------------------------------------------------------------------|
 HX3126| PID    Reference Object                     Distance      Geod. Az  |
 HX3126|                                                           dddmmss.s |
 HX3126| DC4006 COAL RM 4                            22.555 METERS 00736     |
 HX3126| DC4005 COAL AZ MK                                         0825716.8 |
 HX3126| DC4007 COAL RM 5                            14.000 METERS 22143     |
 HX3126|---------------------------------------------------------------------|
 HX3126
 HX3126                          SUPERSEDED SURVEY CONTROL
 HX3126
 HX3126  NAD 83(1995)-  38 21 26.67106(N)    081 49 30.27450(W) AD(       ) 1
 HX3126  NAD 83(1986)-  38 21 26.67311(N)    081 49 30.27573(W) AD(       ) 1
 HX3126  NAD 27      -  38 21 26.33800(N)    081 49 30.81200(W) AD(       ) 1
 HX3126
 HX3126.Superseded values are not recommended for survey control.
 HX3126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3126.See file dsdata.txt to determine how the superseded data were derived.
 HX3126
 HX3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2791345793(NAD 83)
 HX3126_MARKER: N = NAIL
 HX3126_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX3126_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX3126
 HX3126  HISTORY     - Date     Condition        Report By
 HX3126  HISTORY     - 1893     MONUMENTED       CGS
 HX3126  HISTORY     - 1939     POOR             CGS
 HX3126  HISTORY     - 1944     SEE DESCRIPTION  CGS
 HX3126  HISTORY     - 1957     SEE DESCRIPTION  USGS
 HX3126
 HX3126                          STATION DESCRIPTION
 HX3126
 HX3126'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (WBF)
 HX3126'ON A SHARP ROCKY
 HX3126'POINT, THE HIGHEST
 HX3126'POINT OF THE RIDGE KNOWN AS INDIAN CREEK
 HX3126'HILLS, ABOUT 2 MILES S OF ST. ALBANS.
 HX3126'THE STATION IS ON LAND BELONGING TO MR. VICKERS.
 HX3126'
 HX3126'STATION IS MARKED BY A NAIL SET IN CONCRETE AT THE CENTER
 HX3126'OF THE TOP OF A
 HX3126'TILE 6 INCHES IN DIAMETER AND 2 FEET LONG.  THE
 HX3126'TILE IS FILLED WITH CONCRETE AND
 HX3126'IS SET FLUSH WITH THE SURFACE
 HX3126'OF THE GROUND.  THE UNDERGROUND MARK IS AN
 HX3126'EARTHENWARE PYRAMID
 HX3126'SET ABOUT 3 FEET BELOW THE SURFACE.
 HX3126'
 HX3126'THERE ARE THREE REFERENCE MARKS, EACH CONSISTING OF A 1-INCH
 HX3126'DRILL HOLE 6
 HX3126'INCHES DEEP IN SOLID BEDROCK.  THEY ARE AT THE FOLLOWING
 HX3126'DISTANCES AND BEARINGS FROM THE
 HX3126'STATION- 5.35 METERS, S 03 DEG 38 MIN W,
 HX3126'2.93 METERS, N16 DEG 26 MIN W
 HX3126'3.96 METERS, N32 DEG 20 MIN E, RESPECTIVELY.
 HX3126
 HX3126                          STATION RECOVERY (1939)
 HX3126
 HX3126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (AAA)
 HX3126'ORIGINAL STATION FOUND BY DIGGING DOWN ABOUT
 HX3126'8 INCHES.  N AND S
 HX3126'REFERENCES FOUND AS DESCRIBED.  THE ORIGINAL
 HX3126'STATION, A 6-INCH TILE FILLED WITH
 HX3126'CONCRETE, HAD BEEN BROKEN OFF
 HX3126'BY VANDALS.
 HX3126
 HX3126                          STATION RECOVERY (1944)
 HX3126
 HX3126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3126'STATION MARK WAS FOUND BROKEN AND REPLACED BY A
 HX3126'BRONZE STATION
 HX3126'DISK.  THE REFERENCE MARKS WERE FOUND IN VERY BAD
 HX3126'CONDITION.  TWO NEW REFERENCE
 HX3126'MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.
 HX3126'STATION DISK IS STAMPED COAL 1893 1944.
 HX3126'
 HX3126'STATION IS LOCATED ON A SHARP ROCKY POINT OF A RIDGE, ABOUT
 HX3126'2 MILES S OF SAINT
 HX3126'ALBANS, ABOUT 10 MILES WSW OF CHARLESTON, ON
 HX3126'LAND OWNED BY D.A. WALDON.  IT IS 9
 HX3126'FEET SE OF A 10-INCH WALNUT
 HX3126'TREE AND 27 FEET S OF A FENCE.
 HX3126'
 HX3126'REFERENCE MARK 4 IS 47 FEET N OF FENCE.  THE DISK IS STAMPED
 HX3126'COAL NO 4 1944.
 HX3126'
 HX3126'REFERENCE MARK 5 IS STAMPED COAL NO 5 1944.
 HX3126'
 HX3126'AZIMUTH MARK IS 8 FEET SW OF A WITNESS POST AND 18 FEET W OF
 HX3126'THE N GATEPOST.
 HX3126'THE DISK IS STAMPED COAL 1944.
 HX3126'
 HX3126'TO REACH THE STATION FROM A POINT IN ST. ALBANS ON
 HX3126'STATE HIGHWAY 60
 HX3126'AT THE BRIDGE OVER THE KANAWHA RIVER, GO S ON
 HX3126'HIGHWAY 60 FOR 0.6 MILE TO WHERE
 HX3126'HIGHWAY 60 TURNS RIGHT AND A SURFACED
 HX3126'ROAD IS STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD
 HX3126'FOR 0.3
 HX3126'MILE TO A FORK, TAKE RIGHT FORK AND GO 0.9 MILE TO THE END OF
 HX3126'SURFACED ROAD,
 HX3126'CONTINUE ON MAIN ROAD FOR 1.6 MILES TO A PRIVATE ROAD
 HX3126'RIGHT AND A BOARD GATE,
 HX3126'TURN RIGHT ON PRIVATE ROAD FOR 0.3 MILE
 HX3126'TO THE CRAIG HOUSE, CONTINUE THROUGH BARN
 HX3126'LOT, KEEPING LEFT FORK
 HX3126'JUST BEYOND BARN, AND GO 0.15 MILE TO THE AZIMUTH MARK ON
 HX3126'THE RIGHT,
 HX3126'IN BEDROCK, NEAR A GATE.  CONTINUE STRAIGHT AHEAD ON FARM
 HX3126'ROAD FOR 0.35 MILE TO A
 HX3126'FOOT PATH UP HILL AND END OF TRUCK TRAVEL.
 HX3126'TAKE FOOT PATH UP STEEP HILL AND FOLLOW
 HX3126'RIDGE ABOUT 0.3 MILE TO
 HX3126'HIGHEST POINT AND STATION.
 HX3126'
 HX3126'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 HX3126
 HX3126                          STATION RECOVERY (1957)
 HX3126
 HX3126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HX3126'THE BRONZE TABLET WAS REMOVED BUT A BROKEN PIPE REMAINS.  THIS
 HX3126'PROBABLY WAS THE STATION.
 HX3126'TWO DRILL HOLES IN ROCK WERE ALSO FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2015 ***********************************************************************
 JX2015  DESIGNATION -  COCHRAN
 JX2015  PID         -  JX2015
 JX2015  STATE/COUNTY-  WV/WETZEL
 JX2015  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2015
 JX2015                         *CURRENT SURVEY CONTROL
 JX2015  ___________________________________________________________________
 JX2015* NAD 83(1995)-  39 40 08.97663(N)    080 51 33.43979(W)     ADJUSTED  
 JX2015* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 JX2015  ___________________________________________________________________
 JX2015  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 JX2015  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX2015
 JX2015  HORZ ORDER  -  THIRD
 JX2015
 JX2015.The horizontal coordinates were established by classical geodetic methods
 JX2015.and adjusted by the National Geodetic Survey in April 1998..
 JX2015
 JX2015.The orthometric height was scaled from a topographic map.
 JX2015
 JX2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2015
 JX2015.The geoid height was determined by GEOID03.
 JX2015
 JX2015;                    North         East     Units Scale Factor Converg.
 JX2015;SPC WV N     -   130,679.360   483,378.172   MT  0.99994102   -0 52 00.9
 JX2015;SPC OH S     -   186,579.344   740,765.437   MT  0.99994823   +1 02 27.8
 JX2015;UTM  17      - 4,391,047.745   512,068.830   MT  0.99960179   +0 05 23.4
 JX2015
 JX2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2015!SPC WV N     -   0.99997329  x   0.99994102  =   0.99991431
 JX2015!SPC OH S     -   0.99997329  x   0.99994823  =   0.99992152
 JX2015!UTM  17      -   0.99997329  x   0.99960179  =   0.99957509
 JX2015
 JX2015|---------------------------------------------------------------------|
 JX2015| PID    Reference Object                     Distance      Geod. Az  |
 JX2015|                                                           dddmmss.s |
 JX2015| CX3445 COCHRAN RM 1                         30.651 METERS 10435     |
 JX2015| JX2012 NEW MARTINSVILLE RAD WETZ TWR       APPROX. 1.2 KM 1791643.6 |
 JX2015| JX2016 NEW MARTINSVILLE VIK GLASS TK       APPROX. 1.9 KM 1795252.3 |
 JX2015| JX2004 NEW MARTINSVILLE CTHSE TWR          APPROX. 3.2 KM 1901939.1 |
 JX2015| JX2013 NEW MARTINSVILLE BRIDGE E LT        APPROX. 1.1 KM 1934956.3 |
 JX2015| JX2005 NEW MARTINSVILLE BRIDGE W LT        APPROX. 1.2 KM 2040622.0 |
 JX2015| JX2008 LEGION                              APPROX. 0.7 KM 2472123.2 |
 JX2015| CX3446 COCHRAN RM 2                         30.398 METERS 33754     |
 JX2015|---------------------------------------------------------------------|
 JX2015
 JX2015                          SUPERSEDED SURVEY CONTROL
 JX2015
 JX2015  NAD 83(1986)-  39 40 08.98341(N)    080 51 33.44766(W) AD(       ) 3
 JX2015  NAD 27      -  39 40 08.70840(N)    080 51 34.08500(W) AD(       ) 3
 JX2015
 JX2015.Superseded values are not recommended for survey control.
 JX2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2015.See file dsdata.txt to determine how the superseded data were derived.
 JX2015
 JX2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1206991048(NAD 83)
 JX2015_MARKER: DS = TRIANGULATION STATION DISK
 JX2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2015
 JX2015  HISTORY     - Date     Condition        Report By
 JX2015  HISTORY     - 1963     MONUMENTED       CGS
 JX2015
 JX2015                          STATION DESCRIPTION
 JX2015
 JX2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2015'THE STATION IS ABOUT 2 MILES NORTH OF NEW MARTINSVILLE AND 0.8 MILE
 JX2015'NORTH OF THE NEW
 JX2015'MARTINSVILLE, OHIO RIVER BRIDGE.  IT IS 80 FEET SOUTHWEST OF THE
 JX2015'SOUTHWEST CORNER OF A FRAME
 JX2015'BUILDING, 25 FEET NORTH OF A WIRE FENCE, 73 FEET SOUTHWEST OF A LARGE
 JX2015'CEDAR TREE, 40 FEET NORTH OF THE
 JX2015'NORTHWEST CORNER OF THE WILLIAMS CEMETERY AND 36 FEET SOUTHEAST
 JX2015'OF AN ORANGE AND WHITE PIPE LINE MARKER.  THE
 JX2015'MONUMENT IS FLUSH AND THE DISK IS
 JX2015'STAMPED COCHRAN 1963.
 JX2015'
 JX2015'TO REACH THE STATION FROM THE OVERPASS OF THE JUNCTION OF STATE
 JX2015'HIGHWAYS 2 AND 7 AT THE NORTH
 JX2015'EDGE OF NEW MARTINSVILLE, GO NORTH ON STATE HIGHWAY 2 FOR 0.85 MILE
 JX2015'TO THE FAT BOY DRIVE-IN ON THE
 JX2015'LEFT AND A SIDE ROAD LEFT, TURN LEFT PASSING TO THE NORTH
 JX2015'SIDE OF THE DRIVE-IN AND GO WEST FOR 0.05 MILE
 JX2015'TO A CROSSROAD, TURN LEFT AND GO SOUTH
 JX2015'PASSING THE EAST SIDE OF THE TRAILER PARK FOR 0.15 MILE TO THE
 JX2015'NORTH END OF THE CEMETERY AND A DIM
 JX2015'ROAD TO THE RIGHT, TURN RIGHT FOR 0.05 MILE TO THE NORTHWEST CORNER
 JX2015'OF THE CEMETERY AND THE STATION
 JX2015'AS DESCRIBED.
 JX2015'
 JX2015'REFERENCE MARK 1 IS 30 FEET NORTH OF THE CENTERLINE OF THE DIM ROAD,
 JX2015'86 FEET SOUTH OF THE
 JX2015'SOUTHEAST CORNER OF A FRAME BUILDING, 2 FEET WEST OF A WITNESS POST
 JX2015'AND 1 FOOT NORTH OF THE WIRE
 JX2015'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED COCHRAN
 JX2015'NO 1 1963.
 JX2015'
 JX2015'REFERENCE MARK 2 IS 75 FEET WEST OF THE NORTHWEST CORNER OF A FRAME
 JX2015'BUILDING, 44 FEET NORTHEAST
 JX2015'OF A 10 INCH OAK TREE AND 58 FEET EAST OF THE LARGE CEDAR TREE.  THE
 JX2015'MONUMENT IS FLUSH AND THE DISK IS
 JX2015'STAMPED COCHRAN NO 2 1963.
 JX2015'
 JX2015'NOTE- STATION LEGION USED AS AZIMUTH.
 JX2015'ON THE PROPERTY OF
 JX2015'MRS. LILLIAN COCHRAN.
 JX2015'
 JX2015'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3456 ***********************************************************************
 HW3456  DESIGNATION -  COLIC
 HW3456  PID         -  HW3456
 HW3456  STATE/COUNTY-  WV/PENDLETON
 HW3456  USGS QUAD   -  FRANKLIN (1995)
 HW3456
 HW3456                         *CURRENT SURVEY CONTROL
 HW3456  ___________________________________________________________________
 HW3456* NAD 83(1995)-  38 39 26.15358(N)    079 21 47.36533(W)     ADJUSTED  
 HW3456* NAVD 88     -       860.2    (meters)    2822.     (feet)  VERTCON   
 HW3456  ___________________________________________________________________
 HW3456  LAPLACE CORR-          -6.45  (seconds)                    DEFLEC99
 HW3456  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HW3456
 HW3456  HORZ ORDER  -  THIRD
 HW3456
 HW3456.The horizontal coordinates were established by classical geodetic methods
 HW3456.and adjusted by the National Geodetic Survey in April 1998..
 HW3456
 HW3456.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3456
 HW3456.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3456
 HW3456.The geoid height was determined by GEOID03.
 HW3456
 HW3456;                    North         East     Units Scale Factor Converg.
 HW3456;SPC WV S     -   185,199.466   742,462.182   MT  0.99995966   +1 00 42.8
 HW3456;UTM  17      - 4,280,015.012   642,422.646   MT  0.99984979   +1 01 21.5
 HW3456
 HW3456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3456!SPC WV S     -   0.99986993  x   0.99995966  =   0.99982959
 HW3456!UTM  17      -   0.99986993  x   0.99984979  =   0.99971974
 HW3456
 HW3456:                Primary Azimuth Mark                     Grid Az
 HW3456:SPC WV S     -  COLIC AZ MK                              028 44 58.3
 HW3456:UTM  17      -  COLIC AZ MK                              028 44 19.6
 HW3456
 HW3456|---------------------------------------------------------------------|
 HW3456| PID    Reference Object                     Distance      Geod. Az  |
 HW3456|                                                           dddmmss.s |
 HW3456| DC4009 COLIC AZ MK                                        0294541.1 |
 HW3456| HW3457 FRANKLIN CO COURTHOUSE BELFRY       APPROX. 2.5 KM 1002555.4 |
 HW3456| DC4010 COLIC RM 1                           16.511 METERS 22231     |
 HW3456| DC4011 COLIC RM 2                           14.786 METERS 33254     |
 HW3456|---------------------------------------------------------------------|
 HW3456
 HW3456                          SUPERSEDED SURVEY CONTROL
 HW3456
 HW3456  NAD 83(1995)-  38 39 26.15621(N)    079 21 47.36951(W) AD(       ) 3
 HW3456  NAD 83(1986)-  38 39 26.15722(N)    079 21 47.37238(W) AD(       ) 3
 HW3456  NAD 27      -  38 39 25.74100(N)    079 21 48.22880(W) AD(       ) 3
 HW3456  NGVD 29 (07/19/86)  860.3    (m)         2823.     (f) VERT ANG       
 HW3456
 HW3456.Superseded values are not recommended for survey control.
 HW3456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3456.See file dsdata.txt to determine how the superseded data were derived.
 HW3456
 HW3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC4242380015(NAD 83)
 HW3456_MARKER: DS = TRIANGULATION STATION DISK
 HW3456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3456
 HW3456  HISTORY     - Date     Condition        Report By
 HW3456  HISTORY     - 1956     MONUMENTED       CGS
 HW3456
 HW3456                          STATION DESCRIPTION
 HW3456
 HW3456'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3456'THE STATION IS LOCATED AIRLINE, ABOUT 2 MILES NORTH-NORTHWEST OF THE
 HW3456'CENTER OF FRANKLIN, 1/2
 HW3456'MILE NORTH OF U.S. HIGHWAY 33 AND NEAR THE SOUTH END OF COLIC
 HW3456'MOUNTAIN.
 HW3456'
 HW3456'THE STATION IS A STANDARD DISK STAMPED COLIC 1956 SET IN THE TOP OF A
 HW3456'10-INCH SQUARE CONCRETE
 HW3456'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 35 FEET WEST OF A
 HW3456'NORTH-SOUTH WIRE FENCE, 12 FEET
 HW3456'WEST OF THE CENTER LINE OF A TRACK ROAD, 11 FEET
 HW3456'NORTH-NORTHEAST OF A WHITE WITNESS POST AND NEAR
 HW3456'THE NORTH EDGE OF A WOODED AREA.
 HW3456'
 HW3456'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED COLIC NO 1 1956
 HW3456'SET IN TOP OF A 10-INCH
 HW3456'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 HW3456'IT IS 9 FEET WEST-NORTHWEST OF THE
 HW3456'CENTER LINE OF A TRACK ROAD AND 3 FEET LOWER THAN THE STATION.
 HW3456'
 HW3456'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED COLIC NO 2 1956
 HW3456'SET IN TOP OF A 10-INCH
 HW3456'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 HW3456'IT IS 1.5 FEET LOWER THAN THE STATION.
 HW3456'
 HW3456'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COLIC 1956 SET IN A DRILL
 HW3456'HOLE NEAR THE WEST EDGE OF A
 HW3456'6 BY 10 FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT.  IT IS 73 FEET
 HW3456'SOUTHWEST OF THE SOUTHWEST CORNER OF
 HW3456'A SMALL WOODEN BARN, 23 FEET SOUTH OF THE CENTER
 HW3456'OF A BOARD GATE AND 3 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 HW3456'
 HW3456'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN, GO NORTH ON
 HW3456'U.S. HIGHWAY 220 FOR 0.35
 HW3456'MILE TO THE JUNCTION OF U.S. HIGHWAY 33, CONTINUE NORTH ON U.S.
 HW3456'HIGHWAYS 220 AND 33 FOR 0.55 MILE
 HW3456'TO WHERE U.S. HIGHWAY 33 TURNS LEFT.  TURN LEFT AND GO
 HW3456'WESTERLY ON U.S. HIGHWAY 33 FOR 2.25 MILES
 HW3456'TO A ROAD TO THE RIGHT AND A SIGN ON THE
 HW3456'LEFT, BUFFALO HILL RD.  TURN RIGHT AND GO NORTHERLY ON
 HW3456'BUFFALO HILL ROAD FOR 1.3
 HW3456'MILES TO THE SUMMIT OF THE GRADE AND A SIDE ROAD JUST PAST TWO
 HW3456'HOUSES, ONE ON THE RIGHT AND
 HW3456'ONE ON THE LEFT.  TURN RIGHT ON THE SIDE ROAD AND GO ABOUT 50 FEET TO
 HW3456'A ROAD FORK, TAKE THE RIGHT FORK
 HW3456'AND GO EAST-SOUTHEAST UP THE SIDE OF A MOUNTAIN FOR 0.35
 HW3456'MILE TO A GATE.  PASS THROUGH THE GATE AND
 HW3456'GO SOUTHEAST FOR ABOUT 80 FEET TO A SECOND
 HW3456'GATE IN AN EAST-WEST FENCE LINE.  PASS THROUGH THE GATE AND
 HW3456'GO SOUTH ON A TRACK ROAD FOR 0.1
 HW3456'MILE TO A BARN AND THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH ON
 HW3456'THE TRACK ROAD FOR 0.2 MILE TO A
 HW3456'GATE.  PASS THROUGH THE GATE AND GO SOUTHERLY ON A TRACK ROAD
 HW3456'FOR 0.2 MILE TO THE STATION ON THE RIGHT,
 HW3456'JUST AFTER ENTERING A WOODED AREA.
 HW3456'
 HW3456'HEIGHT OF LIGHT ABOVE STATION MARK 22.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3567 ***********************************************************************
 HW3567  DESIGNATION -  COLLAR
 HW3567  PID         -  HW3567
 HW3567  STATE/COUNTY-  WV/PENDLETON
 HW3567  USGS QUAD   -  SPRUCE KNOB (1995)
 HW3567
 HW3567                         *CURRENT SURVEY CONTROL
 HW3567  ___________________________________________________________________
 HW3567* NAD 83(1995)-  38 37 57.53269(N)    079 36 42.42540(W)     ADJUSTED  
 HW3567* NAVD 88     -      1273.0    (meters)    4177.     (feet)  VERTCON   
 HW3567  ___________________________________________________________________
 HW3567  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 HW3567  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HW3567
 HW3567  HORZ ORDER  -  SECOND
 HW3567
 HW3567.The horizontal coordinates were established by classical geodetic methods
 HW3567.and adjusted by the National Geodetic Survey in April 1998..
 HW3567
 HW3567.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3567
 HW3567.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3567
 HW3567.The geoid height was determined by GEOID03.
 HW3567
 HW3567;                    North         East     Units Scale Factor Converg.
 HW3567;SPC WV S     -   182,114.051   720,865.620   MT  0.99995621   +0 51 29.5
 HW3567;SPC VA N     - 2,107,808.689 3,403,201.420   MT  0.99994842   -0 41 38.0
 HW3567;SPC VA N     - 6,915,369.01 11,165,336.66   sFT  0.99994842   -0 41 38.0
 HW3567;UTM  17      - 4,276,926.398   620,829.717   MT  0.99977979   +0 52 00.5
 HW3567
 HW3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3567!SPC WV S     -   0.99980508  x   0.99995621  =   0.99976130
 HW3567!SPC VA N     -   0.99980508  x   0.99994842  =   0.99975351
 HW3567!UTM  17      -   0.99980508  x   0.99977979  =   0.99958491
 HW3567
 HW3567:                Primary Azimuth Mark                     Grid Az
 HW3567:SPC WV S     -  GATEWOOD LOOKOUT HOUSE                   013 32 24.9
 HW3567:SPC VA N     -  GATEWOOD LOOKOUT HOUSE                   015 05 32.4
 HW3567:UTM  17      -  GATEWOOD LOOKOUT HOUSE                   013 31 53.9
 HW3567
 HW3567|---------------------------------------------------------------------|
 HW3567| PID    Reference Object                     Distance      Geod. Az  |
 HW3567|                                                           dddmmss.s |
 HW3567| HW3568 GATEWOOD LOOKOUT HOUSE              APPROX. 9.8 KM 0142354.4 |
 HW3567| DC4013 COLLAR RM 1                           9.894 METERS 04752     |
 HW3567| DC4012 COLLAR AZ MK                                       1913838.9 |
 HW3567| DC4014 COLLAR RM 2                          10.323 METERS 29829     |
 HW3567|---------------------------------------------------------------------|
 HW3567
 HW3567                          SUPERSEDED SURVEY CONTROL
 HW3567
 HW3567  NAD 83(1995)-  38 37 57.53608(N)    079 36 42.43274(W) AD(       ) 2
 HW3567  NAD 83(1986)-  38 37 57.53700(N)    079 36 42.43485(W) AD(       ) 2
 HW3567  NAD 27      -  38 37 57.12170(N)    079 36 43.24990(W) AD(       ) 2
 HW3567  NGVD 29 (07/19/86) 1273.1    (m)         4177.     (f) VERT ANG       
 HW3567
 HW3567.Superseded values are not recommended for survey control.
 HW3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3567.See file dsdata.txt to determine how the superseded data were derived.
 HW3567
 HW3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC2083076926(NAD 83)
 HW3567_MARKER: DS = TRIANGULATION STATION DISK
 HW3567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3567
 HW3567  HISTORY     - Date     Condition        Report By
 HW3567  HISTORY     - 1957     MONUMENTED       CGS
 HW3567
 HW3567                          STATION DESCRIPTION
 HW3567
 HW3567'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3567'THE STATION IS ABOUT 13.0 MILES NORTHEAST OF DURBIN, 7.0 MILES
 HW3567'WEST-SOUTHWEST OF
 HW3567'CIRCLEVILLE, AND 5.0 MILES WEST OF CHERRY GROVE, ON A BARREN TOPPED
 HW3567'HILL ON THE NORTHERN PART OF ELK
 HW3567'MOUNTAIN, AND ON PROPERTY OWNED BY MR. ROY HEDRICK.
 HW3567'
 HW3567'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF CHERRY GROVE, GO
 HW3567'SOUTH ON STATE HIGHWAY 28
 HW3567'FOR 7.45 MILES TO A SIDE ROAD ON THE RIGHT AT THE
 HW3567'POCAHONTAS-PENDLETON COUNTY LINE.
 HW3567'TURN RIGHT, GO NORTHERLY FOR 0.1 MILE TO A SIDE ROAD ON THE RIGHT.
 HW3567'TURN RIGHT, GO EAST, UP HILL, ON
 HW3567'ROAD ALONG FENCE LINE FOR 0.4 MILE TO A GATE.  PASS THROUGH GATE
 HW3567'AND GO NORTHERLY ON A TRACK ROAD ALONG
 HW3567'TOP OF RIDGE FOR 0.15 MILE TO WHERE THE ROAD
 HW3567'BEARS TO THE RIGHT ABOUT 0.05 MILE BEFORE REACHING TOP OF
 HW3567'HILL.  TURN RIGHT, GO NORTH ALONG
 HW3567'SIDE OF RIDGE FOR 0.15 MILE TO A GATE.  PASS THROUGH GATE AND
 HW3567'CONTINUE ALONG THE TOP OF RIDGE FOR
 HW3567'0.85 MILE TO THE AZIMUTH MARK JUST AFTER PASSING OVER TOP OF HILL.
 HW3567'CONTINUE NORTHERLY ALONG THE TOP OF
 HW3567'RIDGE FOR 0.3 MILE TO THE HIGHEST PART OF RIDGE
 HW3567'AND THE STATION.
 HW3567'
 HW3567'STATION MARKS ARE STANDARD DISKS STAMPED COLLAR 1957.  THE SURFACE
 HW3567'DISK IS SET IN A SQUARE
 HW3567'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS ABOUT 55 FEET WEST OF
 HW3567'THE EAST RIM OF THE RIDGE AND 8
 HW3567'FEET EAST OF A TRACK ROAD.  A STANDARD WITNESS POST WAS
 HW3567'SET 4 FEET WEST OF THE MARK.  THE UNDERGROUND
 HW3567'DISK IS SET IN AN IRREGULAR MASS OF
 HW3567'CONCRETE 24 INCHES BELOW THE SURFACE OF THE GROUND.
 HW3567'
 HW3567'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COLLAR NO 1 1957, IS
 HW3567'SET IN A SQUARE CONCRETE
 HW3567'POST WHICH PROJECTS 2 INCHES.  IT IS ON THE TOP OF RIDGE ABOUT THE
 HW3567'SAME ELEVATION AS THE STATION MARK.
 HW3567'
 HW3567'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COLLAR NO 2 1957, IS
 HW3567'SET IN A SQUARE CONCRETE
 HW3567'POST WHICH PROJECTS 2 INCHES.  IT IS ON THE WESTERLY SLOPE OF RIDGE
 HW3567'AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 HW3567'
 HW3567'AZIMUTH MARK, A STANDARD DISK STAMPED COLLAR 1957, IS SET IN A SQUARE
 HW3567'CONCRETE POST WHICH
 HW3567'PROJECTS 2 INCHES.  IT IS 89 FEET EAST OF A TRIANGULAR BLAZE ON THE
 HW3567'SOUTH SIDE OF A TREE AND 14 FEET
 HW3567'SOUTHEAST OF THE CENTER OF A TRACK ROAD.  A STANDARD WITNESS
 HW3567'POST WAS SET 1-1/2 FEET SOUTHWEST OF THE MARK.
 HW3567'
 HW3567'HEIGHT OF LIGHT ABOVE STATION MARK - 1.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3202 ***********************************************************************
 KY3202  DESIGNATION -  COLUMBUS PHILADELPH AWY BN 12
 KY3202  PID         -  KY3202
 KY3202  STATE/COUNTY-  WV/OHIO
 KY3202  USGS QUAD   -  TILTONSVILLE (1985)
 KY3202
 KY3202                         *CURRENT SURVEY CONTROL
 KY3202  ___________________________________________________________________
 KY3202* NAD 83(1995)-  40 08 29.89747(N)    080 40 40.25743(W)     ADJUSTED  
 KY3202* NAVD 88     -                                                        
 KY3202  ___________________________________________________________________
 KY3202  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 KY3202  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY3202
 KY3202  HORZ ORDER  -  THIRD
 KY3202
 KY3202.This mark is at Wheeling Ohio County Airport (HLG)
 KY3202
 KY3202.The horizontal coordinates were established by classical geodetic methods
 KY3202.and adjusted by the National Geodetic Survey in April 1998..
 KY3202
 KY3202
 KY3202.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3202
 KY3202.The geoid height was determined by GEOID03.
 KY3202
 KY3202;                    North         East     Units Scale Factor Converg.
 KY3202;SPC WV N     -   182,913.262   499,631.792   MT  0.99998118   -0 45 04.3
 KY3202;SPC OH N     -    54,367.267   755,277.873   MT  1.00006865   +1 11 49.4
 KY3202;SPC OH S     -   239,326.664   755,271.578   MT  1.00002323   +1 09 22.3
 KY3202;UTM  17      - 4,443,527.600   527,441.813   MT  0.99960927   +0 12 27.7
 KY3202
 KY3202                          SUPERSEDED SURVEY CONTROL
 KY3202
 KY3202  NAD 83(1986)-  40 08 29.90312(N)    080 40 40.26442(W) AD(       ) 4
 KY3202  NAD 27      -  40 08 29.65200(N)    080 40 40.99200(W) AD(       ) 3
 KY3202
 KY3202.Superseded values are not recommended for survey control.
 KY3202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3202.See file dsdata.txt to determine how the superseded data were derived.
 KY3202
 KY3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2744243528(NAD 83)
 KY3202_MARKER: 22 = AIRWAY BEACON
 KY3202
 KY3202  HISTORY     - Date     Condition        Report By
 KY3202  HISTORY     - 1933     FIRST OBSERVED   CGS
 KY3202  HISTORY     - 1945     SEE DESCRIPTION  CAB
 KY3202  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KY3202
 KY3202                          STATION DESCRIPTION
 KY3202
 KY3202'DESCRIBED BY CIVIL AERONAUTICS BOARD 1945 (CML)
 KY3202'LETTER OF C.M. LAMPLE, ASSISTANT DIRECTOR OF FEDERAL AIRWAYS,
 KY3202'C.A.A., 11/8/45-
 KY3202'
 KY3202'THE FOLLOWING CHANGES HAVE BEEN MADE IN THE BEACON NUMBERS-
 KY3202'COLUMBUS - PHILA. AIRWAY, NO. 13, 1933 NOW NO. 12.
 KY3202'COLUMBUS - PHILA. AIRWAY, NO. 12, 1933 NOW REMOVED.
 KY3202
 KY3202                          STATION RECOVERY (2004)
 KY3202
 KY3202'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY3202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1272 ***********************************************************************
 JW1272  DESIGNATION -  CONWAY
 JW1272  PID         -  JW1272
 JW1272  STATE/COUNTY-  WV/HARDY
 JW1272  USGS QUAD   -  RIG (1981)
 JW1272
 JW1272                         *CURRENT SURVEY CONTROL
 JW1272  ___________________________________________________________________
 JW1272* NAD 83(1995)-  39 00 50.49685(N)    079 00 07.93403(W)     ADJUSTED  
 JW1272* NAVD 88     -       299.52   (+/-2cm)     982.7    (feet)  VERTCON   
 JW1272  ___________________________________________________________________
 JW1272  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 JW1272  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JW1272
 JW1272  HORZ ORDER  -  THIRD
 JW1272  VERT ORDER  -  THIRD ? (See Below)
 JW1272
 JW1272.The horizontal coordinates were established by classical geodetic methods
 JW1272.and adjusted by the National Geodetic Survey in April 1998..
 JW1272
 JW1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1272.The vertical order pertains to the NGVD 29 superseded value.
 JW1272
 JW1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1272
 JW1272.The geoid height was determined by GEOID03.
 JW1272
 JW1272;                    North         East     Units Scale Factor Converg.
 JW1272;SPC WV N     -    57,185.327   643,113.437   MT  0.99999738   +0 19 02.9
 JW1272;UTM  17      - 4,320,231.881   672,965.857   MT  0.99996839   +1 15 28.6
 JW1272
 JW1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1272!SPC WV N     -   0.99995805  x   0.99999738  =   0.99995543
 JW1272!UTM  17      -   0.99995805  x   0.99996839  =   0.99992644
 JW1272
 JW1272|---------------------------------------------------------------------|
 JW1272| PID    Reference Object                     Distance      Geod. Az  |
 JW1272|                                                           dddmmss.s |
 JW1272| JW1271 POWERLINE POLE NO RM 656 1956         2.033 METERS 00308     |
 JW1272| CX3471 CONWAY AZ MK                                       1700223.8 |
 JW1272| CX3472 CONWAY RM 1                          13.852 METERS 18008     |
 JW1272| CX4338 CONWAY RM 2                          13.243 METERS 27418     |
 JW1272| JW1269 FISHER RADIO STA WELD MAST          APPROX. 4.3 KM 3560325.8 |
 JW1272|---------------------------------------------------------------------|
 JW1272
 JW1272                          SUPERSEDED SURVEY CONTROL
 JW1272
 JW1272  NAD 83(1995)-  39 00 50.50379(N)    079 00 07.94083(W) AD(       ) 3
 JW1272  NAD 83(1986)-  39 00 50.50437(N)    079 00 07.94037(W) AD(       ) 3
 JW1272  NAD 27      -  39 00 50.11010(N)    079 00 08.82990(W) AD(       ) 3
 JW1272  NGVD 29 (07/19/86)  299.67   (m)          983.2    (f) LEVELING    3  
 JW1272
 JW1272.Superseded values are not recommended for survey control.
 JW1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1272.See file dsdata.txt to determine how the superseded data were derived.
 JW1272
 JW1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD7296620232(NAD 83)
 JW1272_MARKER: DS = TRIANGULATION STATION DISK
 JW1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1272
 JW1272  HISTORY     - Date     Condition        Report By
 JW1272  HISTORY     - 1956     MONUMENTED       CGS
 JW1272
 JW1272                          STATION DESCRIPTION
 JW1272
 JW1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFH)
 JW1272'THE STATION IS LOCATED AIRLINE, ABOUT 7 MILES EAST-NORTHEAST OF
 JW1272'PETERSBURG, 4 MILES
 JW1272'SOUTH-SOUTHWEST OF MOOREFIELD AND 0.1 MILE WEST OF U.S. HIGHWAY 220.
 JW1272'IT IS AT THE NORTH END OF A LOW
 JW1272'BENCH WHICH OVERLOOKS THE RIVER VALLEY TO THE WEST, DIRECTLY
 JW1272'BELOW A POWERLINE OF THE POTOMAC EDISON
 JW1272'COMPANY AND ON PASTURE LAND THAT IS OWNED BY
 JW1272'MR. C. W. SCOTT OF DURGON.
 JW1272'
 JW1272'THE STATION IS A STANDARD DISK STAMPED CONWAY 1956 SET IN TOP OF A
 JW1272'10-INCH SQUARE CONCRETE
 JW1272'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 100 YARDS WEST OF THE
 JW1272'HIGHEST POINT OF THE HILL, 6.670
 JW1272'FEET SOUTH OF POWERLINE POLE NO. RM 656 WHICH WAS
 JW1272'SELECTED FOR PHOTOGRAMMETRY CONTROL AND 5.5 FEET
 JW1272'SOUTH OF A WHITE WITNESS POST.
 JW1272'
 JW1272'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CONWAY NO 1 1956
 JW1272'SET IN TOP OF A 10-INCH
 JW1272'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS
 JW1272'DIRECTLY BELOW THE POWERLINE AND
 JW1272'ABOUT THE SAME LEVEL AS THE STATION.
 JW1272'
 JW1272'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CONWAY NO 2 1956
 JW1272'SET IN TOP OF A 10-INCH
 JW1272'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS ABOUT
 JW1272'1 FOOT BELOW THE LEVEL OF THE STATION.
 JW1272'
 JW1272'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CONWAY 1956 SET IN TOP OF
 JW1272'A 10-INCH SQUARE CONCRETE
 JW1272'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 50 FEET
 JW1272'NORTHEAST OF THE EAST CORNER OF
 JW1272'PETES CAFE, 40 FEET NORTHWEST OF THE CENTER LINE OF
 JW1272'U.S. HIGHWAY 220, 19 FEET NORTHWEST OF A BOARD
 JW1272'GATE, 3 FEET NORTHWEST OF A POWERLINE
 JW1272'POLE AND 1 FOOT NORTHEAST OF A NORTHWEST-SOUTHEAST FENCE LINE.
 JW1272'
 JW1272'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S.
 JW1272'HIGHWAY 220 AND STATE
 JW1272'HIGHWAY 55 IN MOOREFIELD, GO SOUTHERLY ON U.S. HIGHWAY 220 FOR 4.5
 JW1272'MILES TO A GATE AT THE
 JW1272'SOUTHWEST CORNER OF A PASTURE ON THE RIGHT, JUST NORTHEAST OF PETES
 JW1272'CAFE.  TURN RIGHT PASSING THROUGH
 JW1272'THE GATE TO THE AZIMUTH MARK ON THE LEFT, JUST NORTH
 JW1272'OF A POWERLINE POLE, THEN GO NORTHERLY THROUGH THE
 JW1272'PASTURE FOR 0.45 MILE TO A WHITE
 JW1272'WITNESS POST AND THE STATION DIRECTLY BELOW A POWERLINE.
 JW1272'
 JW1272'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2941 ***********************************************************************
 HX2941  DESIGNATION -  COON
 HX2941  PID         -  HX2941
 HX2941  STATE/COUNTY-  WV/BRAXTON
 HX2941  USGS QUAD   -  HEROLD (1976)
 HX2941
 HX2941                         *CURRENT SURVEY CONTROL
 HX2941  ___________________________________________________________________
 HX2941* NAD 83(1995)-  38 36 53.56863(N)    080 46 49.41944(W)     ADJUSTED  
 HX2941* NAVD 88     -       553.9    (meters)    1817.     (feet)  VERTCON   
 HX2941  ___________________________________________________________________
 HX2941  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 HX2941  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HX2941
 HX2941  HORZ ORDER  -  SECOND
 HX2941
 HX2941.The horizontal coordinates were established by classical geodetic methods
 HX2941.and adjusted by the National Geodetic Survey in April 1998..
 HX2941
 HX2941.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2941
 HX2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2941
 HX2941.The geoid height was determined by GEOID03.
 HX2941
 HX2941;                    North         East     Units Scale Factor Converg.
 HX2941;SPC WV S     -   179,259.233   619,125.447   MT  0.99995383   +0 08 08.7
 HX2941;UTM  17      - 4,274,063.701   519,118.708   MT  0.99960450   +0 08 13.4
 HX2941
 HX2941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2941!SPC WV S     -   0.99991814  x   0.99995383  =   0.99987198
 HX2941!UTM  17      -   0.99991814  x   0.99960450  =   0.99952267
 HX2941
 HX2941|---------------------------------------------------------------------|
 HX2941| PID    Reference Object                     Distance      Geod. Az  |
 HX2941|                                                           dddmmss.s |
 HX2941| DC4019 COON RM 1                            10.670 METERS 22543     |
 HX2941| DC4018 COON AZ MK                                         2294708.6 |
 HX2941| DC4020 COON RM 2                            17.950 METERS 33217     |
 HX2941|---------------------------------------------------------------------|
 HX2941
 HX2941                          SUPERSEDED SURVEY CONTROL
 HX2941
 HX2941  NAD 83(1986)-  38 36 53.57526(N)    080 46 49.42945(W) AD(       ) 2
 HX2941  NAD 27      -  38 36 53.21590(N)    080 46 50.07140(W) AD(       ) 2
 HX2941  NGVD 29 (07/19/86)  554.1    (m)         1818.     (f) VERT ANG       
 HX2941
 HX2941.Superseded values are not recommended for survey control.
 HX2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2941.See file dsdata.txt to determine how the superseded data were derived.
 HX2941
 HX2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC1911974064(NAD 83)
 HX2941_MARKER: DS = TRIANGULATION STATION DISK
 HX2941_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX2941_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX2941
 HX2941  HISTORY     - Date     Condition        Report By
 HX2941  HISTORY     - 1961     MONUMENTED       CGS
 HX2941
 HX2941                          STATION DESCRIPTION
 HX2941
 HX2941'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2941'STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT HILL LOCALLY
 HX2941'KNOWN AS COON
 HX2941'KNOB, ABOUT 4 MILES SOUTH OF GASSAWAY, ABOUT 5 MILES SOUTHWEST
 HX2941'OF SUTTON AND ABOUT 5 MILES
 HX2941'EAST-SOUTHEAST OF FRAMETOWN.  STATION, A
 HX2941'STANDARD DISK SET IN CONCRETE IN THE TOP OF A
 HX2941'4 INCH ORANGEBURG PIPE AND
 HX2941'STAMPED COON 1961 IS 17-1/2 FEET SOUTHEAST OF AN OAK TREE WITH
 HX2941'TRIANGLE BLAZE AND WITNESS
 HX2941'SIGN, 21-1/2 FEET SOUTH OF A 40 INCH TREE STUMP WHICH IS ABOUT 8
 HX2941'FEET HIGH AND 14-1/2 FEET WEST
 HX2941'OF A 12 INCH OAK TREE.  THE MARK PROJECTS 8
 HX2941'
 HX2941'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF FRAMETOWN, GO
 HX2941'SOUTHEASTERLY ON
 HX2941'SURFACED ROAD FOR 3.2 MILES TO CROSSROADS.  CONTINUE STRAIGHT
 HX2941'AHEAD ON SURFACED
 HX2941'ROAD FOR 0.75 MILE TO SIDE ROAD LEFT AT SIGN DIATTER
 HX2941'RUN.  TURN LEFT AND GO NORTHEASTERLY
 HX2941'ON DIRT ROAD FOR 1.6 MILES TO AN
 HX2941'OLD BARN ON LEFT AND AZIMUTH MARK AS DESCRIBED.
 HX2941'CONTINUE NORTHEASTERLY ON
 HX2941'DIRT ROAD FOR 0.45 MILE TO DIM SIDE ROAD LEFT AT BREAK IN FENCE AND
 HX2941'END OF TRUCK TRAVEL.
 HX2941'PACK NORTHERLY ALONG RIDGE THROUGH WOODS AND MEADOW FOR
 HX2941'ABOUT 0.4 MILE TO TOP OF HILL AND
 HX2941'STATION AS DESCRIBED.
 HX2941'
 HX2941'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED FLUSH IN A DRILLHOLE
 HX2941'IN OUTCROPPING ROCK
 HX2941'AND STAMPED COON NO 1 1961 IS 40 FEET SOUTH OF AN OAK TREE
 HX2941'WITH TRIANGLE BLAZE AND WITNESS
 HX2941'SIGN AND 13 FEET SOUTHEAST OF AN 18 INCH OAK TREE.
 HX2941'
 HX2941'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED FLUSH IN A DRILLHOLE
 HX2941'IN OUTCROPPING
 HX2941'ROCK AND STAMPED COON NO 2 1961 IS 42-1/2 FEET NORTHWEST OF
 HX2941'AN OAK TREE WITH TRIANGLE BLAZE
 HX2941'AND WITNESS SIGN AND 7-1/2 FEET SOUTHEAST OF
 HX2941'A 12 INCH OAK TREE.
 HX2941'
 HX2941'AZIMUTH MARK, A STANDARD DISK SET IN A 12 X 12 INCH CONCRETE MONUMENT
 HX2941'AND STAMPED COON
 HX2941'1961 IS 13 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 HX2941'ROAD, 4 FEET NORTHEAST OF A 36 INCH
 HX2941'OAK TREE, 3 FEET NORTHEAST OF FENCE
 HX2941'CORNER, 16 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HX2941'BARN AND 3.5 FEET
 HX2941'NORTH OF METAL WITNESS POST WITH SIGN.  THE MARK PROJECTS 6 INCHES.
 HX2941'
 HX2941'COON (USGS) IS A ONE INCH HOLE IN THE TOP OF AN 8 X 8 INCH SANDSTONE
 HX2941'MONUMENT WHICH IS
 HX2941'BROKEN AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2942 ***********************************************************************
 HX2942  DESIGNATION -  COON USGS 1961
 HX2942  PID         -  HX2942
 HX2942  STATE/COUNTY-  WV/BRAXTON
 HX2942  USGS QUAD   -  HEROLD (1976)
 HX2942
 HX2942                         *CURRENT SURVEY CONTROL
 HX2942  ___________________________________________________________________
 HX2942* NAD 83(1995)-  38 36 53.63775(N)    080 46 49.44095(W)     ADJUSTED  
 HX2942* NAVD 88     -       554.     (meters)    1818.     (feet)  SCALED    
 HX2942  ___________________________________________________________________
 HX2942  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 HX2942  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HX2942
 HX2942  HORZ ORDER  -  SECOND
 HX2942
 HX2942.The horizontal coordinates were established by classical geodetic methods
 HX2942.and adjusted by the National Geodetic Survey in April 1998..
 HX2942
 HX2942.The orthometric height was scaled from a topographic map.
 HX2942
 HX2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2942
 HX2942.The geoid height was determined by GEOID03.
 HX2942
 HX2942;                    North         East     Units Scale Factor Converg.
 HX2942;SPC WV S     -   179,261.363   619,124.921   MT  0.99995383   +0 08 08.7
 HX2942;UTM  17      - 4,274,065.831   519,118.182   MT  0.99960450   +0 08 13.4
 HX2942
 HX2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2942!SPC WV S     -   0.99991816  x   0.99995383  =   0.99987199
 HX2942!UTM  17      -   0.99991816  x   0.99960450  =   0.99952269
 HX2942
 HX2942                          SUPERSEDED SURVEY CONTROL
 HX2942
 HX2942  NAD 83(1986)-  38 36 53.64438(N)    080 46 49.45097(W) AD(       ) 2
 HX2942  NAD 27      -  38 36 53.28500(N)    080 46 50.09300(W) AD(       ) 2
 HX2942
 HX2942.Superseded values are not recommended for survey control.
 HX2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2942.See file dsdata.txt to determine how the superseded data were derived.
 HX2942
 HX2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC1911874066(NAD 83)
 HX2942_MARKER: H = DRILL HOLE
 HX2942_SETTING: 0 = UNSPECIFIED SETTING
 HX2942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2942
 HX2942  HISTORY     - Date     Condition        Report By
 HX2942  HISTORY     - 1961     MONUMENTED       USGS
 HX2942
 HX2942                          STATION DESCRIPTION
 HX2942
 HX2942'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HX2942'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF FRAMETOWN, GO
 HX2942'SOUTHEASTERLY ON
 HX2942'SURFACED ROAD FOR 3.2 MILES TO CROSSROADS.  CONTINUE STRAIGHT
 HX2942'AHEAD ON SURFACED
 HX2942'ROAD FOR 0.75 MILE TO SIDE ROAD LEFT AT SIGN DIATTER
 HX2942'RUN.  TURN LEFT AND GO NORTHEASTERLY
 HX2942'ON DIRT ROAD FOR 1.6 MILES TO AN
 HX2942'OLD BARN ON LEFT AND AZIMUTH MARK AS DESCRIBED.
 HX2942'CONTINUE NORTHEASTERLY ON
 HX2942'DIRT ROAD FOR 0.45 MILE TO DIM SIDE ROAD LEFT AT BREAK IN FENCE AND
 HX2942'END OF TRUCK TRAVEL.
 HX2942'PACK NORTHERLY ALONG RIDGE THROUGH WOODS AND MEADOW FOR
 HX2942'ABOUT 0.4 MILE TO TOP OF HILL AND
 HX2942'STATION AS DESCRIBED.
 HX2942'
 HX2942'COON (USGS) IS A ONE INCH HOLE IN THE TOP OF AN 8 X 8 INCH SANDSTONE
 HX2942'MONUMENT WHICH IS
 HX2942'BROKEN AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1351 ***********************************************************************
 JW1351  DESIGNATION -  COOPERS ROCK ATT MICROWAVE
 JW1351  PID         -  JW1351
 JW1351  STATE/COUNTY-  WV/PRESTON
 JW1351  USGS QUAD   -  LAKE LYNN (1976)
 JW1351
 JW1351                         *CURRENT SURVEY CONTROL
 JW1351  ___________________________________________________________________
 JW1351* NAD 83(1995)-  39 39 38.51408(N)    079 46 10.21145(W)     ADJUSTED  
 JW1351* NAVD 88     -                                                        
 JW1351  ___________________________________________________________________
 JW1351  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 JW1351  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JW1351
 JW1351  HORZ ORDER  -  THIRD
 JW1351
 JW1351.The horizontal coordinates were established by classical geodetic methods
 JW1351.and adjusted by the National Geodetic Survey in April 1998..
 JW1351.No horizontal observational check was made to the station.
 JW1351
 JW1351
 JW1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1351
 JW1351.The geoid height was determined by GEOID03.
 JW1351
 JW1351;                    North         East     Units Scale Factor Converg.
 JW1351;SPC WV N     -   128,892.309   576,873.983   MT  0.99994092   -0 10 18.8
 JW1351;UTM  17      - 4,390,822.637   605,554.380   MT  0.99973717   +0 47 07.5
 JW1351
 JW1351                          SUPERSEDED SURVEY CONTROL
 JW1351
 JW1351  NAD 83(1986)-  39 39 38.51853(N)    079 46 10.21803(W) AD(       ) 4
 JW1351  NAD 27      -  39 39 38.23737(N)    079 46 11.01885(W) AD(       ) 3
 JW1351
 JW1351.Superseded values are not recommended for survey control.
 JW1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1351.See file dsdata.txt to determine how the superseded data were derived.
 JW1351
 JW1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD0555490823(NAD 83)
 JW1351_MARKER: 45 = MICROWAVE TOWER
 JW1351
 JW1351  HISTORY     - Date     Condition        Report By
 JW1351  HISTORY     - 1975     FIRST OBSERVED   NGS
 JW1351
 JW1351                          STATION DESCRIPTION
 JW1351
 JW1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 JW1351'THE STATION, COOPERS ROCK AMERICAN TELEPHONE AND TELEGRAPH
 JW1351'COMPANY MICROWAVE TOWER, IS THE TOP CENTER OF A FOUR LEGGED
 JW1351'STEEL STRUCTURE, PAINTED GRAY, HAS FOUR LARGE REFLECTORS AT THE
 JW1351'TOP AND HAS AN OVERALL HEIGHT OF ABOUT 140 FEET.
 JW1351'
 JW1351'THE STATION IS LOCATED ABOUT 10.5 MILES EAST-NORTHEAST OF
 JW1351'MORGANTOWN, 7 MILES WEST OF BRUCETON MILLS, 0.75 MILES EAST OF
 JW1351'THE PRESTON-MONONGALIA COUNTY LINE, 0.5 MILE NORTH OF A PAVED
 JW1351'COUNTY ROAD AND IS IN THE COOPERS ROCK STATE FOREST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1127 ***********************************************************************
 JX1127  DESIGNATION -  COPPER PLUG
 JX1127  PID         -  JX1127
 JX1127  STATE/COUNTY-  WV/WOOD
 JX1127  USGS QUAD   -  LUBECK (1994)
 JX1127
 JX1127                         *CURRENT SURVEY CONTROL
 JX1127  ___________________________________________________________________
 JX1127* NAD 83(1986)-  39 09 03.     (N)    081 44 22.     (W)     SCALED    
 JX1127* NAVD 88     -       178.960  (meters)     587.14   (feet)  ADJUSTED  
 JX1127  ___________________________________________________________________
 JX1127  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JX1127  DYNAMIC HT  -         178.846 (meters)     586.76  (feet)  COMP
 JX1127  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JX1127
 JX1127  VERT ORDER  -  FIRST     CLASS II
 JX1127
 JX1127.The horizontal coordinates were scaled from a topographic map and have
 JX1127.an estimated accuracy of +/- 6 seconds.
 JX1127
 JX1127.The orthometric height was determined by differential leveling
 JX1127.and adjusted by the National Geodetic Survey in June 1991..
 JX1127
 JX1127.The geoid height was determined by GEOID03.
 JX1127
 JX1127.The dynamic height is computed by dividing the NAVD 88
 JX1127.geopotential number by the normal gravity value computed on the
 JX1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1127.degrees latitude (g = 980.6199 gals.).
 JX1127
 JX1127.The modeled gravity was interpolated from observed gravity values.
 JX1127
 JX1127;                    North         East    Units  Estimated Accuracy
 JX1127;SPC WV N     -    74,670.      406,440.      MT  (+/- 180 meters Scaled)
 JX1127
 JX1127                          SUPERSEDED SURVEY CONTROL
 JX1127
 JX1127  NGVD 29 (??/??/92)  179.139  (m)          587.73   (f) ADJ UNCH    1 2
 JX1127
 JX1127.Superseded values are not recommended for survey control.
 JX1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1127.See file dsdata.txt to determine how the superseded data were derived.
 JX1127
 JX1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD361337(NAD 83)
 JX1127_MARKER: Z = SEE DESCRIPTION
 JX1127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1127_SP_SET: BRIDGE
 JX1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1127
 JX1127  HISTORY     - Date     Condition        Report By
 JX1127  HISTORY     - UNK      MONUMENTED       CGS
 JX1127  HISTORY     - 1956     GOOD             NGS
 JX1127  HISTORY     - 1963     GOOD             NGS
 JX1127
 JX1127                          STATION DESCRIPTION
 JX1127
 JX1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1127'2 MI N FROM BELLEVILLE.
 JX1127'2.0 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1127'THE STATION AT BELLEVILLE, AT BRIDGE NO. 109.7 OVER LEE CREEK,
 JX1127'A COPPER PLUG MARKED BY CHISELED LETTERS B M IN THE TOP OF THE
 JX1127'WEST END OF THE SOUTH CONCRETE PIER OF BRIDGE, 8.5 FEET WEST
 JX1127'OF CENTER LINE OF TRACK, 1.3 FEET EAST OF WEST END OF PIER AND
 JX1127'ABOUT 10 FEET BELOW LEVEL OF TRACK.
 JX1127
 JX1127                          STATION RECOVERY (1963)
 JX1127
 JX1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1829 ***********************************************************************
 JW1829  DESIGNATION -  CORNER 19=MR 101 LB
 JW1829  PID         -  JW1829
 JW1829  STATE/COUNTY-  WV/MONONGALIA
 JW1829  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1829
 JW1829                         *CURRENT SURVEY CONTROL
 JW1829  ___________________________________________________________________
 JW1829* NAD 83(1986)-  39 37 27.     (N)    079 58 01.     (W)     SCALED    
 JW1829* NAVD 88     -       251.879  (meters)     826.37   (feet)  ADJUSTED  
 JW1829  ___________________________________________________________________
 JW1829  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JW1829  DYNAMIC HT  -         251.729 (meters)     825.88  (feet)  COMP
 JW1829  MODELED GRAV-     980,025.8   (mgal)                       NAVD 88
 JW1829
 JW1829  VERT ORDER  -  SECOND    CLASS I
 JW1829
 JW1829.The horizontal coordinates were scaled from a topographic map and have
 JW1829.an estimated accuracy of +/- 6 seconds.
 JW1829
 JW1829.The orthometric height was determined by differential leveling
 JW1829.and adjusted by the National Geodetic Survey in September 1994..
 JW1829
 JW1829.The geoid height was determined by GEOID03.
 JW1829
 JW1829.The dynamic height is computed by dividing the NAVD 88
 JW1829.geopotential number by the normal gravity value computed on the
 JW1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1829.degrees latitude (g = 980.6199 gals.).
 JW1829
 JW1829.The modeled gravity was interpolated from observed gravity values.
 JW1829
 JW1829;                    North         East    Units  Estimated Accuracy
 JW1829;SPC WV N     -   124,910.      559,910.      MT  (+/- 180 meters Scaled)
 JW1829
 JW1829                          SUPERSEDED SURVEY CONTROL
 JW1829
 JW1829.No superseded survey control is available for this station.
 JW1829
 JW1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND886865(NAD 83)
 JW1829_MARKER: DU = BOUNDARY MARKER
 JW1829_SETTING: 0 = UNSPECIFIED SETTING
 JW1829_SP_SET: UNSPECIFIED SHALLOW
 JW1829_STAMPING: CORNER 19 1985
 JW1829_MARK LOGO: USE   
 JW1829_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JW1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1829
 JW1829  HISTORY     - Date     Condition        Report By
 JW1829  HISTORY     - 1985     MONUMENTED       USE
 JW1829  HISTORY     - 19890710 GOOD             HARTMN
 JW1829
 JW1829                          STATION DESCRIPTION
 JW1829
 JW1829'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1829'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 101.6, AT THE
 JW1829'MORGANTOWN LOCK AND DAM.  ON THE NORTHERLY PROPERTY LINE OF THE
 JW1829'GOVERNMENT PROPERTY.  NEAR THE NORTH CORNER OF AN ASPHALT PARKING
 JW1829'AREA, ABOUT 30 FT (9.1 MT) NORTHEAST ALONG THE RAILROAD TRACKS FROM
 JW1829'THE GRADE CROSSING OF THE ACCESS ROAD.  A STANDARD USE ALUMINUM
 JW1829'MONUMENT SET TO A DEPTH OF 3 FT (0.9 MT) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2903 ***********************************************************************
 HX2903  DESIGNATION -  COTTLE
 HX2903  PID         -  HX2903
 HX2903  STATE/COUNTY-  WV/NICHOLAS
 HX2903  USGS QUAD   -  CRAIGSVILLE (1995)
 HX2903
 HX2903                         *CURRENT SURVEY CONTROL
 HX2903  ___________________________________________________________________
 HX2903* NAD 83(1995)-  38 21 35.71099(N)    080 38 49.81698(W)     ADJUSTED  
 HX2903* NAVD 88     -       930.4    (meters)    3052.     (feet)  VERTCON   
 HX2903  ___________________________________________________________________
 HX2903  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 HX2903  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HX2903
 HX2903  HORZ ORDER  -  SECOND
 HX2903
 HX2903.The horizontal coordinates were established by classical geodetic methods
 HX2903.and adjusted by the National Geodetic Survey in April 1998..
 HX2903
 HX2903.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2903
 HX2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2903
 HX2903.The geoid height was determined by GEOID03.
 HX2903
 HX2903;                    North         East     Units Scale Factor Converg.
 HX2903;SPC WV S     -   150,994.884   630,835.511   MT  0.99993035   +0 13 05.2
 HX2903;UTM  17      - 4,245,808.990   530,825.443   MT  0.99961170   +0 13 08.3
 HX2903
 HX2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2903!SPC WV S     -   0.99985893  x   0.99993035  =   0.99978929
 HX2903!UTM  17      -   0.99985893  x   0.99961170  =   0.99947068
 HX2903
 HX2903|---------------------------------------------------------------------|
 HX2903| PID    Reference Object                     Distance      Geod. Az  |
 HX2903|                                                           dddmmss.s |
 HX2903| DC4021 COTTLE RM 1                          20.363 METERS 16748     |
 HX2903| HX2911 NETTIE ATT MICROWAVE MAST           APPROX.15.6 KM 1943243.8 |
 HX2903| DC4022 COTTLE RM 2                          16.393 METERS 27831     |
 HX2903| HX2915 LITTLE                              APPROX.12.3 KM 2925126.0 |
 HX2903| HX2906 COTTLE LOOKOUT TOWER                  9.696 METERS 35107     |
 HX2903| HX2907 COTTLE USGS 1961                      9.894 METERS 35608     |
 HX2903|---------------------------------------------------------------------|
 HX2903
 HX2903                          SUPERSEDED SURVEY CONTROL
 HX2903
 HX2903  NAD 83(1986)-  38 21 35.71868(N)    080 38 49.82935(W) AD(       ) 2
 HX2903  NAD 27      -  38 21 35.32370(N)    080 38 50.49940(W) AD(       ) 2
 HX2903  NGVD 29 (07/19/86)  930.5    (m)         3053.     (f) VERT ANG       
 HX2903
 HX2903.Superseded values are not recommended for survey control.
 HX2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2903.See file dsdata.txt to determine how the superseded data were derived.
 HX2903
 HX2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC3082545809(NAD 83)
 HX2903_MARKER: DS = TRIANGULATION STATION DISK
 HX2903_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX2903_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX2903
 HX2903  HISTORY     - Date     Condition        Report By
 HX2903  HISTORY     - 1961     MONUMENTED       CGS
 HX2903
 HX2903                          STATION DESCRIPTION
 HX2903
 HX2903'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2903'STATION IS LOCATED ON A PROMINENT KNOB LOCALLY KNOWN AS COTTLE KNOB
 HX2903'AND AT THE SITE OF
 HX2903'THE COTTLE KNOB LOOKOUT TOWER WHICH IS ABOUT 13.0 MILES
 HX2903'NORTHEAST OF SUMMERSVILLE, ABOUT 15
 HX2903'MILES SOUTHWEST OF WEBSTER SPRINGS AND
 HX2903'ABOUT 2.0 MILES WEST OF THE VILLAGE OF COTTLE.
 HX2903'STATION, A STANDARD DISK
 HX2903'SET IN CONCRETE IN THE TOP OF A 4 INCH ORANGEBURG PIPE AND STAMPED
 HX2903'COTTLE 1961 IS 23 FEET
 HX2903'SOUTHWEST OF THE SOUTHEAST LEG OF LOOKOUT TOWER AND 25 FEET
 HX2903'SOUTHEAST OF THE SOUTHWEST LEG OF
 HX2903'LOOKOUT TOWER.  THE MARK PROJECTS 6 INCHES.
 HX2903'
 HX2903'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 19 AND STATE HIGHWAY
 HX2903'NO.  43 IN THE
 HX2903'VILLAGE OF MUDDLETY WHICH IS ABOUT 8 MILES NORTH OF SUMMERSVILLE,
 HX2903'GO EAST ON STATE HIGHWAY NO.
 HX2903'43 FOR 6.3 MILES TO JUNCTION OF STATE HIGHWAY
 HX2903'NO. 41.  CONTINUE EASTERLY ON STATE HIGHWAY NO.
 HX2903'41 FOR 5.7 MILES TO FORKS
 HX2903'AT JUNCTION OF STATE HIGHWAY NO. 20.  TAKE LEFT FORK AND GO
 HX2903'EASTERLY ON STATE
 HX2903'HIGHWAY NO. 20 FOR 2.05 MILES TO SIDE ROAD LEFT AT POINT EXPRESS
 HX2903'BUILDING ON LEFT IN THE
 HX2903'VILLAGE OF COTTLE.  TURN LEFT AND GO NORTHERLY
 HX2903'ON DIRT ROAD FOR 0.9 MILE TO FORK AT BOARD
 HX2903'GATE.  TAKE LEFT FORK, PASS
 HX2903'THROUGH GATE AND GO 0.2 MILE TO BOARD GATE AT WEST SIDE OF
 HX2903'BARN.  PASS THROUGH
 HX2903'GATE AND CONTINUE NORTHWESTERLY ON LOGGING ROAD FOR 0.8 MILE TO
 HX2903'COTTLE KNOB LOOKOUT TOWER
 HX2903'AT SUMMIT OF KNOB AND STATION AS DESCRIBED.
 HX2903'
 HX2903'REFERENCE MARK NO. 1, A STANDARD DISK SET IN CONCRETE IN THE TOP OF
 HX2903'A 4 INCH
 HX2903'ORANGEBURG PIPE AND STAMPED COTTLE NO 1 1961 IS 25-1/2 FEET SOUTHWEST
 HX2903'OF AN OAK TREE, 11-1/2 FEET
 HX2903'EAST OF APPROXIMATE CENTERLINE OF ROAD AND
 HX2903'18-1/2 FEET NORTHWEST OF A 12 INCH OAK TREE.
 HX2903'THE MARK PROJECTS 12 INCHES.
 HX2903'
 HX2903'REFERENCE MARK NO. 2, A STANDARD DISK SET IN CONCRETE IN THE TOP OF A
 HX2903'4 INCH ORANGEBURG
 HX2903'PIPE AND STAMPED COTTLE NO 2 1961 IS 10 FEET SOUTHWEST
 HX2903'OF AN 18 INCH OAK TREE AND 7-1/2
 HX2903'FEET NORTH OF A 24 INCH OAK TREE.  THE MARK
 HX2903'PROJECTS 6 INCHES.
 HX2903'
 HX2903'U.S.G.S. B.M. IS A 1 INCH ROD SET IN THE TOP OF AN 8 INCH SANDSTONE
 HX2903'MONUMENT AND IS
 HX2903'UNDER THE LOOKOUT TOWER.
 HX2903'
 HX2903'A TRAVERSE CONNECTION WAS MADE TO (USGS) BM AND THE DISTANCE IS SHOWN
 HX2903'ABOVE.
 HX2903'
 HX2903'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 HX2903'
 HX2903'HEIGHT OF LIGHT ABOVE STATION MARK 21.91 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2906 ***********************************************************************
 HX2906  DESIGNATION -  COTTLE LOOKOUT TOWER
 HX2906  PID         -  HX2906
 HX2906  STATE/COUNTY-  WV/NICHOLAS
 HX2906  USGS QUAD   -  CRAIGSVILLE (1995)
 HX2906
 HX2906                         *CURRENT SURVEY CONTROL
 HX2906  ___________________________________________________________________
 HX2906* NAD 83(1995)-  38 21 36.02167(N)    080 38 49.87865(W)     ADJUSTED  
 HX2906* NAVD 88     -                                                        
 HX2906  ___________________________________________________________________
 HX2906  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 HX2906  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HX2906
 HX2906  HORZ ORDER  -  THIRD
 HX2906
 HX2906.The horizontal coordinates were established by classical geodetic methods
 HX2906.and adjusted by the National Geodetic Survey in April 1998..
 HX2906
 HX2906
 HX2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2906
 HX2906.The geoid height was determined by GEOID03.
 HX2906
 HX2906;                    North         East     Units Scale Factor Converg.
 HX2906;SPC WV S     -   151,004.458   630,833.977   MT  0.99993036   +0 13 05.2
 HX2906;UTM  17      - 4,245,818.560   530,823.910   MT  0.99961170   +0 13 08.2
 HX2906
 HX2906                          SUPERSEDED SURVEY CONTROL
 HX2906
 HX2906  NAD 83(1986)-  38 21 36.02942(N)    080 38 49.89033(W) AD(       ) 4
 HX2906  NAD 27      -  38 21 35.63400(N)    080 38 50.56100(W) AD(       ) 3
 HX2906
 HX2906.Superseded values are not recommended for survey control.
 HX2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2906.See file dsdata.txt to determine how the superseded data were derived.
 HX2906
 HX2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC3082445819(NAD 83)
 HX2906_MARKER: 57 = LOOKOUT TOWER
 HX2906
 HX2906  HISTORY     - Date     Condition        Report By
 HX2906  HISTORY     - 1961     FIRST OBSERVED   CGS
 HX2906
 HX2906                          STATION DESCRIPTION
 HX2906
 HX2906'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2906'COTTLE KNOB LOOKOUT TOWER IS LOCATED ON A PROMINENT
 HX2906'KNOB, LOCALLY
 HX2906'KNOWN AS COTTLE KNOB WHICH IS ABOUT 13 MILES NORTHEAST
 HX2906'OF SUMMERSVILLE, ABOUT 15 MILES
 HX2906'SOUTHWEST OF WEBSTER SPRINGS AND ABOUT 2
 HX2906'MILES WEST OF THE VILLAGE OF COTTLE.  IT IS A
 HX2906'STEEL TOWER ABOUT 40 FEET
 HX2906'HIGH AND HAS A WOOD CABIN ON TOP OF TOWER.
 HX2906'
 HX2906'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION COTTLE TO
 HX2906'A TEMPORARY POINT
 HX2906'AT THE CENTER OF LOOKOUT TOWER AND THE DISTANCE IS 31.80
 HX2906'FEET OR 9.695 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2907 ***********************************************************************
 HX2907  DESIGNATION -  COTTLE USGS 1961
 HX2907  PID         -  HX2907
 HX2907  STATE/COUNTY-  WV/NICHOLAS
 HX2907  USGS QUAD   -  CRAIGSVILLE (1995)
 HX2907
 HX2907                         *CURRENT SURVEY CONTROL
 HX2907  ___________________________________________________________________
 HX2907* NAD 83(1995)-  38 21 36.03114(N)    080 38 49.84444(W)     ADJUSTED  
 HX2907* NAVD 88     -       928.     (meters)    3045.     (feet)  SCALED    
 HX2907  ___________________________________________________________________
 HX2907  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 HX2907  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HX2907
 HX2907  HORZ ORDER  -  SECOND
 HX2907
 HX2907.The horizontal coordinates were established by classical geodetic methods
 HX2907.and adjusted by the National Geodetic Survey in April 1998..
 HX2907
 HX2907.The orthometric height was scaled from a topographic map.
 HX2907
 HX2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2907
 HX2907.The geoid height was determined by GEOID03.
 HX2907
 HX2907;                    North         East     Units Scale Factor Converg.
 HX2907;SPC WV S     -   151,004.753   630,834.807   MT  0.99993036   +0 13 05.2
 HX2907;UTM  17      - 4,245,818.855   530,824.739   MT  0.99961170   +0 13 08.3
 HX2907
 HX2907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2907!SPC WV S     -   0.99985932  x   0.99993036  =   0.99978969
 HX2907!UTM  17      -   0.99985932  x   0.99961170  =   0.99947107
 HX2907
 HX2907                          SUPERSEDED SURVEY CONTROL
 HX2907
 HX2907  NAD 83(1986)-  38 21 36.03882(N)    080 38 49.85681(W) AD(       ) 2
 HX2907  NAD 27      -  38 21 35.64380(N)    080 38 50.52690(W) AD(       ) 2
 HX2907
 HX2907.Superseded values are not recommended for survey control.
 HX2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2907.See file dsdata.txt to determine how the superseded data were derived.
 HX2907
 HX2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC3082545819(NAD 83)
 HX2907_MARKER: I = METAL ROD
 HX2907_SETTING: 0 = UNSPECIFIED SETTING
 HX2907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2907
 HX2907  HISTORY     - Date     Condition        Report By
 HX2907  HISTORY     - 1961     MONUMENTED       USGS
 HX2907
 HX2907                          STATION DESCRIPTION
 HX2907
 HX2907'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (SCM)
 HX2907'STATION IS LOCATED ON A PROMINENT KNOB LOCALLY KNOWN
 HX2907'AS COTTLE KNOB AND
 HX2907'UNDER THE COTTLE KNOB LOOKOUT TOWER WHICH IS ABOUT
 HX2907'13 MILES NORTHEAST OF SUMMERSVILLE.
 HX2907'STATION IS A 1 INCH ROD SET IN THE
 HX2907'TOP OF AN 8 INCH SANDSTONE MONUMENT WHICH PROJECTS
 HX2907'ABOUT 6 INCHES.
 HX2907'
 HX2907'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION COTTLE AND
 HX2907'THE DISTANCE IS
 HX2907'32.46 FEET OR 9.894 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1766 ***********************************************************************
 HX1766  DESIGNATION -  COUNT
 HX1766  PID         -  HX1766
 HX1766  STATE/COUNTY-  WV/ROANE
 HX1766  USGS QUAD   -  WALTON (1976)
 HX1766
 HX1766                         *CURRENT SURVEY CONTROL
 HX1766  ___________________________________________________________________
 HX1766* NAD 83(1995)-  38 41 40.32186(N)    081 26 15.14290(W)     ADJUSTED  
 HX1766* NAVD 88     -       351.417  (meters)    1152.94   (feet)  ADJUSTED  
 HX1766  ___________________________________________________________________
 HX1766  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 HX1766  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HX1766  DYNAMIC HT  -         351.183 (meters)    1152.17  (feet)  COMP
 HX1766  MODELED GRAV-     979,951.2   (mgal)                       NAVD 88
 HX1766
 HX1766  HORZ ORDER  -  SECOND
 HX1766  VERT ORDER  -  SECOND    CLASS 0
 HX1766
 HX1766.The horizontal coordinates were established by classical geodetic methods
 HX1766.and adjusted by the National Geodetic Survey in April 1998..
 HX1766
 HX1766.The orthometric height was determined by differential leveling
 HX1766.and adjusted by the National Geodetic Survey in June 1991..
 HX1766
 HX1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1766
 HX1766.The geoid height was determined by GEOID03.
 HX1766
 HX1766.The dynamic height is computed by dividing the NAVD 88
 HX1766.geopotential number by the normal gravity value computed on the
 HX1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1766.degrees latitude (g = 980.6199 gals.).
 HX1766
 HX1766.The modeled gravity was interpolated from observed gravity values.
 HX1766
 HX1766;                    North         East     Units Scale Factor Converg.
 HX1766;SPC WV S     -   188,168.328   561,936.544   MT  0.99996523   -0 16 13.7
 HX1766;UTM  17      - 4,282,970.393   461,950.223   MT  0.99961783   -0 16 24.7
 HX1766
 HX1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1766!SPC WV S     -   0.99995011  x   0.99996523  =   0.99991535
 HX1766!UTM  17      -   0.99995011  x   0.99961783  =   0.99956796
 HX1766
 HX1766|---------------------------------------------------------------------|
 HX1766| PID    Reference Object                     Distance      Geod. Az  |
 HX1766|                                                           dddmmss.s |
 HX1766| HX1765 COUNT RM 1                            9.144 METERS 12120     |
 HX1766| HX1770 COUNTS AZ MK                                       2632910.4 |
 HX1766| HX1767 COUNT RM 2                           32.321 METERS 30934     |
 HX1766|---------------------------------------------------------------------|
 HX1766
 HX1766                          SUPERSEDED SURVEY CONTROL
 HX1766
 HX1766  NAD 83(1986)-  38 41 40.32867(N)    081 26 15.14906(W) AD(       ) 2
 HX1766  NAD 27      -  38 41 40.00100(N)    081 26 15.70900(W) AD(       ) 2
 HX1766  NGVD 29 (??/??/92)  351.586  (m)         1153.50   (f) ADJ UNCH    2 0
 HX1766
 HX1766.Superseded values are not recommended for survey control.
 HX1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1766.See file dsdata.txt to determine how the superseded data were derived.
 HX1766
 HX1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6195082970(NAD 83)
 HX1766_MARKER: DS = TRIANGULATION STATION DISK
 HX1766_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX1766_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX1766_STAMPING: COUNT 1944
 HX1766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1766
 HX1766  HISTORY     - Date     Condition        Report By
 HX1766  HISTORY     - 1944     MONUMENTED       CGS
 HX1766  HISTORY     - 1956     GOOD             NGS
 HX1766  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX1766
 HX1766                          STATION DESCRIPTION
 HX1766
 HX1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX1766'STATION IS LOCATED
 HX1766'ABOUT 2 MILES SW
 HX1766'OF GANDEEVILLE, 1/4 MILE E OF THE COUNTSVILLE
 HX1766'POST OFFICE, ON THE SUMMIT OF A
 HX1766'HILL OWNED BY ELVA SUMMERFIELD.
 HX1766'IT IS 11 FEET S OF A TRIANGULAR BLAZE ON AN
 HX1766'18-INCH LOCUST TREE
 HX1766'AND 7 FEET E OF A WITNESS POST.  THE DISK IS STAMPED COUNT
 HX1766'1944.  IT
 HX1766'IS A BRONZE STATION DISK SET IN CONCRETE AT THE CENTER
 HX1766'OF THE TOP OF A TILE.
 HX1766'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 HX1766'
 HX1766'REFERENCE MARK 1 IS 31 FEET S OF TRIANGULAR BLAZE ON 18-INCH
 HX1766'LOCUST TREE.  IT
 HX1766'IS A BRONZE REFERENCE DISK SET IN CONCRETE AT
 HX1766'THE CENTER OF THE TOP OF A TILE AND
 HX1766'IS STAMPED COUNT NO 1 1944.
 HX1766'
 HX1766'REFERENCE MARK 2 IS 10 FEET SE OF 18-INCH LOCUST TREE AND
 HX1766'39 FEET SW OF A
 HX1766'FENCE.  IT IS A BRONZE REFERENCE DISK SET IN
 HX1766'BEDROCK AND IS STAMPED COUNT NO 2 1944.
 HX1766'
 HX1766'AZIMUTH MARK IS ON THE E SLOPE OF A HILL AND ON THE N SIDE
 HX1766'OF THE SURFACED
 HX1766'ROAD.  IT IS 75 FEET N OF THE CENTER LINE OF THE
 HX1766'ROAD, 38 FEET N OF THE FENCE, AND
 HX1766'11 FEET E OF A WITNESS POST.
 HX1766'IT IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 HX1766'OUTCROPPING
 HX1766'BEDROCK.  STAMPED COUNT 1944.
 HX1766'
 HX1766'TO REACH THE STATION FROM THE SQUARE IN SPENCER, GO S ON
 HX1766'U.S. HIGHWAY 119
 HX1766'FOR 8.7 MILES TO THE GANDEEVILLE POST OFFICE ON
 HX1766'THE RIGHT, CONTINUE STRAIGHT AHEAD
 HX1766'FOR 0.1 MILE TO A SURFACED
 HX1766'ROAD RIGHT, TURN RIGHT AND GO 2.75 MILES TO A NARROW
 HX1766'GRAVEL ROAD
 HX1766'LEFT AND A LARGE WHITE HOUSE ON THE RIGHT.* TURN LEFT AND GO
 HX1766'0.2 MILE TO AN OLD
 HX1766'ROAD LEADING SHARP LEFT AT THE TOP OF THE
 HX1766'RIDGE, TURN SHARP LEFT AND KEEP LEFT
 HX1766'FORK THROUGH BOARD GATE
 HX1766'AND GO 0.2 MILE TO AN OLD BARN ON THE RIGHT AND END OF TRUCK
 HX1766'TRAVEL.  FROM HERE PACK NW UP HILL ABOUT 150 YARDS TO TOP OF THE
 HX1766'RIDGE AND STATION.
 HX1766'
 HX1766'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE ON SURFACED
 HX1766'ROAD FOR 0.6 MILE
 HX1766'TO A DIRT FORK RIGHT, CONTINUE 0.05 MILE
 HX1766'TO AZIMUTH MARK ON THE RIGHT, ON THE
 HX1766'E SLOPE OF THE HILL.
 HX1766'
 HX1766'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HX1766
 HX1766                          STATION RECOVERY (1956)
 HX1766
 HX1766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HX1766'3.2 MI SW FROM GANDEEVILLE.
 HX1766'ABOUT 2.7 MILES WEST AND SOUTHWEST ALONG A BLACK TOP ROAD LEADING
 HX1766'TO HARMONY FROM THE JUNCTION OF STATE HIGHWAY 14 AT GANDEEVILLE,
 HX1766'THENCE ABOUT 0.2 MILE EAST AND SOUTHEAST ALONG A GRADED ROAD TO
 HX1766'A CINDER BLOCK HOUSE, THENCE ABOUT 0.25 MILE NORTHEAST AND NORTH
 HX1766'ALONG A STEEP ROUGH ROAD TO A BARN, THENCE ABOUT 0.1 MILE EAST
 HX1766'ACROSS A PASTURE TO THE TOP OF A HIGH KNOB, ON THE TOP AND NEAR
 HX1766'CENTER OF KNOB, 106 1/2 FEET SOUTHEAST OF RM NO. 2, 30 FEET
 HX1766'NORTHWEST OF RM NO. 1, AND IS A DISK SET ON TOP OF A CONCRETE
 HX1766'FILLED IRON PIPE PROJECTING 3 INCHES.
 HX1766
 HX1766                          STATION RECOVERY (1983)
 HX1766
 HX1766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 HX1766'AN EXTENSIVE SEARCH WAS MADE FOR THIS STATION WITH NO RESULTS.  ALL
 HX1766'TREES OF ANY SIZE HAVE BEEN REMOVED IN THE AREA WHERE THE STATION IS
 HX1766'SUPPOSED TO BE AND THE AREA IS NOW FARMED.  THE RMS AND AZIMUTH
 HX1766'MARK WERE SEARCHED FOR BUT NOT RECOVERED.
 HX1766'
 HX1766'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHWEST
 HX1766'OF GANDEEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1765 ***********************************************************************
 HX1765  DESIGNATION -  COUNT RM 1
 HX1765  PID         -  HX1765
 HX1765  STATE/COUNTY-  WV/ROANE
 HX1765  USGS QUAD   -  WALTON (1976)
 HX1765
 HX1765                         *CURRENT SURVEY CONTROL
 HX1765  ___________________________________________________________________
 HX1765* NAD 83(1986)-  38 41 40.     (N)    081 26 14.     (W)     SCALED    
 HX1765* NAVD 88     -       350.632  (meters)    1150.37   (feet)  ADJUSTED  
 HX1765  ___________________________________________________________________
 HX1765  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HX1765  DYNAMIC HT  -         350.398 (meters)    1149.60  (feet)  COMP
 HX1765  MODELED GRAV-     979,951.2   (mgal)                       NAVD 88
 HX1765
 HX1765  VERT ORDER  -  SECOND    CLASS 0
 HX1765
 HX1765.The horizontal coordinates were scaled from a topographic map and have
 HX1765.an estimated accuracy of +/- 6 seconds.
 HX1765
 HX1765.The orthometric height was determined by differential leveling
 HX1765.and adjusted by the National Geodetic Survey in June 1991..
 HX1765
 HX1765.The geoid height was determined by GEOID03.
 HX1765
 HX1765.The dynamic height is computed by dividing the NAVD 88
 HX1765.geopotential number by the normal gravity value computed on the
 HX1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1765.degrees latitude (g = 980.6199 gals.).
 HX1765
 HX1765.The modeled gravity was interpolated from observed gravity values.
 HX1765
 HX1765;                    North         East    Units  Estimated Accuracy
 HX1765;SPC WV S     -   188,160.      561,960.      MT  (+/- 180 meters Scaled)
 HX1765
 HX1765                          SUPERSEDED SURVEY CONTROL
 HX1765
 HX1765  NGVD 29 (??/??/92)  350.800  (m)         1150.92   (f) ADJ UNCH    2 0
 HX1765
 HX1765.Superseded values are not recommended for survey control.
 HX1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1765.See file dsdata.txt to determine how the superseded data were derived.
 HX1765
 HX1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC619829(NAD 83)
 HX1765_MARKER: DR = REFERENCE MARK DISK
 HX1765_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX1765_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX1765_STAMPING: COUNT NO 1 1944
 HX1765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1765
 HX1765  HISTORY     - Date     Condition        Report By
 HX1765  HISTORY     - 1944     MONUMENTED       CGS
 HX1765  HISTORY     - 1956     GOOD             NGS
 HX1765
 HX1765                          STATION DESCRIPTION
 HX1765
 HX1765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1765'3.2 MI SW FROM GANDEEVILLE.
 HX1765'ABOUT 2.7 MILES WEST AND SOUTHWEST ALONG A BLACK TOP ROAD LEADING
 HX1765'TO HARMONY FROM THE JUNCTION OF STATE HIGHWAY 14 AT GANDEEVILLE,
 HX1765'THENCE ABOUT 0.2 MILE EAST AND SOUTHEAST ALONG A GRADED ROAD,
 HX1765'THENCE ABOUT 0.25 MILE NORTHEAST AND NORTH ALONG A STEEP ROUGH
 HX1765'ROAD TO A BARN, THENCE ABOUT 0.1 MILE EAST ACROSS A PASTURE
 HX1765'TO THE TOP OF A HIGH KNOLL, 30 FEET SOUTHEAST OF STATION MARK
 HX1765'AND CENTER OF KNOLL, 136 FEET SOUTHEAST OF RM NO. 2, ABOUT 3
 HX1765'FEET BELOW TOP OF KNOLL AND IS A DISK ON THE TOP OF A CONCRETE
 HX1765'FILLED IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1767 ***********************************************************************
 HX1767  DESIGNATION -  COUNT RM 2
 HX1767  PID         -  HX1767
 HX1767  STATE/COUNTY-  WV/ROANE
 HX1767  USGS QUAD   -  WALTON (1976)
 HX1767
 HX1767                         *CURRENT SURVEY CONTROL
 HX1767  ___________________________________________________________________
 HX1767* NAD 83(1986)-  38 41 40.     (N)    081 26 14.     (W)     SCALED    
 HX1767* NAVD 88     -       347.562  (meters)    1140.29   (feet)  ADJUSTED  
 HX1767  ___________________________________________________________________
 HX1767  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HX1767  DYNAMIC HT  -         347.330 (meters)    1139.53  (feet)  COMP
 HX1767  MODELED GRAV-     979,951.2   (mgal)                       NAVD 88
 HX1767
 HX1767  VERT ORDER  -  SECOND    CLASS 0
 HX1767
 HX1767.The horizontal coordinates were scaled from a topographic map and have
 HX1767.an estimated accuracy of +/- 6 seconds.
 HX1767
 HX1767.The orthometric height was determined by differential leveling
 HX1767.and adjusted by the National Geodetic Survey in June 1991..
 HX1767
 HX1767.The geoid height was determined by GEOID03.
 HX1767
 HX1767.The dynamic height is computed by dividing the NAVD 88
 HX1767.geopotential number by the normal gravity value computed on the
 HX1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1767.degrees latitude (g = 980.6199 gals.).
 HX1767
 HX1767.The modeled gravity was interpolated from observed gravity values.
 HX1767
 HX1767;                    North         East    Units  Estimated Accuracy
 HX1767;SPC WV S     -   188,160.      561,960.      MT  (+/- 180 meters Scaled)
 HX1767
 HX1767                          SUPERSEDED SURVEY CONTROL
 HX1767
 HX1767  NGVD 29 (??/??/92)  347.731  (m)         1140.85   (f) ADJ UNCH    2 0
 HX1767
 HX1767.Superseded values are not recommended for survey control.
 HX1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1767.See file dsdata.txt to determine how the superseded data were derived.
 HX1767
 HX1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC619829(NAD 83)
 HX1767_MARKER: DR = REFERENCE MARK DISK
 HX1767_SETTING: 66 = SET IN ROCK OUTCROP
 HX1767_SP_SET: ROCK MASS
 HX1767_STAMPING: COUNT NO 2 1944
 HX1767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1767+STABILITY: POSITION/ELEVATION WELL
 HX1767
 HX1767  HISTORY     - Date     Condition        Report By
 HX1767  HISTORY     - 1944     MONUMENTED       CGS
 HX1767  HISTORY     - 1956     GOOD             NGS
 HX1767
 HX1767                          STATION DESCRIPTION
 HX1767
 HX1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1767'3.2 MI SW FROM GANDEEVILLE.
 HX1767'ABOUT 2.7 MILES WEST AND SOUTHWEST ALONG A BLACK TOP ROAD LEADING
 HX1767'TO HARMONY FROM THE JUNCTION OF STATE HIGHWAY 14 AT GANDEEVILLE,
 HX1767'THENCE ABOUT 0.2 MILE EAST AND SOUTHEAST ALONG A GRADED ROAD TO A
 HX1767'CINDER BLOCK HOUSE, THENCE ABOUT 0.25 MILE NORTHEAST AND NORTH
 HX1767'ALONG A STEEP ROUGH ROAD TO A BARN, THENCE ABOUT 0.1 MILE EAST
 HX1767'ACROSS A PASTURE TO THE TOP OF A HIGH KNOLL, 106 1/2 FEET
 HX1767'NORTHWEST OF THE STATION MARK, 136 FEET NORTHWEST OF RM NO. 1, IN
 HX1767'THE TOP OF THE 1 BY 1-FOOT EXPOSED SURFACE OF A ROCK WHICH IS
 HX1767'SURROUNDED BY SEVERAL SLIGHTLY LARGER ROCKS AND ABOUT 10 FEET
 HX1767'BELOW LEVEL OF TOP OF KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1770 ***********************************************************************
 HX1770  DESIGNATION -  COUNTS AZ MK
 HX1770  PID         -  HX1770
 HX1770  STATE/COUNTY-  WV/ROANE
 HX1770  USGS QUAD   -  WALTON (1976)
 HX1770
 HX1770                         *CURRENT SURVEY CONTROL
 HX1770  ___________________________________________________________________
 HX1770* NAD 83(1986)-  38 41 34.     (N)    081 27 13.     (W)     SCALED    
 HX1770* NAVD 88     -       256.676  (meters)     842.11   (feet)  ADJUSTED  
 HX1770  ___________________________________________________________________
 HX1770  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HX1770  DYNAMIC HT  -         256.504 (meters)     841.55  (feet)  COMP
 HX1770  MODELED GRAV-     979,951.2   (mgal)                       NAVD 88
 HX1770
 HX1770  VERT ORDER  -  SECOND    CLASS 0
 HX1770
 HX1770.The horizontal coordinates were scaled from a topographic map and have
 HX1770.an estimated accuracy of +/- 6 seconds.
 HX1770
 HX1770.The orthometric height was determined by differential leveling
 HX1770.and adjusted by the National Geodetic Survey in June 1991..
 HX1770
 HX1770.The geoid height was determined by GEOID03.
 HX1770
 HX1770.The dynamic height is computed by dividing the NAVD 88
 HX1770.geopotential number by the normal gravity value computed on the
 HX1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1770.degrees latitude (g = 980.6199 gals.).
 HX1770
 HX1770.The modeled gravity was interpolated from observed gravity values.
 HX1770
 HX1770;                    North         East    Units  Estimated Accuracy
 HX1770;SPC WV S     -   187,980.      560,540.      MT  (+/- 180 meters Scaled)
 HX1770
 HX1770                          SUPERSEDED SURVEY CONTROL
 HX1770
 HX1770  NGVD 29 (??/??/92)  256.846  (m)          842.67   (f) ADJ UNCH    2 0
 HX1770
 HX1770.Superseded values are not recommended for survey control.
 HX1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1770.See file dsdata.txt to determine how the superseded data were derived.
 HX1770
 HX1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC605827(NAD 83)
 HX1770_MARKER: DZ = AZIMUTH MARK DISK
 HX1770_SETTING: 66 = SET IN ROCK OUTCROP
 HX1770_SP_SET: ROCK OUTCROP
 HX1770_STAMPING: COUNTS 1944
 HX1770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1770+STABILITY: POSITION/ELEVATION WELL
 HX1770
 HX1770  HISTORY     - Date     Condition        Report By
 HX1770  HISTORY     - 1944     MONUMENTED       CGS
 HX1770  HISTORY     - 1956     GOOD             NGS
 HX1770
 HX1770                          STATION DESCRIPTION
 HX1770
 HX1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1770'3.4 MI SW FROM GANDEEVILLE.
 HX1770'ABOUT 3.4 MILES WEST AND SOUTHWEST ALONG A BLACK TOP ROAD LEADING
 HX1770'TO HARMONY FROM THE JUNCTION OF STATE HIGHWAY 14 AT GANDEEVILLE,
 HX1770'ABOUT 109 YARDS SOUTHWEST OF JUNCTION OF A GRADED ROAD NORTHWEST,
 HX1770'65 YARDS SOUTHWEST OF A LARGE CORRUGATED PIPE CULVERT FOR PIGEON
 HX1770'RUN, ABOUT 75 FEET NORTHWEST OF CENTER LINE OF ROAD, 38 FEET
 HX1770'NORTHWEST OF A FENCE LINE, IN THE TOP OF A ROCK OUTCROP ON THE
 HX1770'NORTHEAST STEEP SLOPE OF A HILL SIDE PASTURE, (OUTCROP IS ABOUT
 HX1770'6 BY 2 BY 2 FEET HIGH AND IS ROUNDED AND MORE PROMINENT THAN
 HX1770'SURROUNDING OUTCROPS), 31 FEET SOUTH-SOUTHWEST OF A 24-INCH
 HX1770'MAPLE TREE AND ABOUT 30 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2993 ***********************************************************************
 HX2993  DESIGNATION -  CRAIG USGS 1944
 HX2993  PID         -  HX2993
 HX2993  STATE/COUNTY-  WV/ROANE
 HX2993  USGS QUAD   -  SPENCER (1986)
 HX2993
 HX2993                         *CURRENT SURVEY CONTROL
 HX2993  ___________________________________________________________________
 HX2993* NAD 83(1995)-  38 50 01.12185(N)    081 18 46.15377(W)     ADJUSTED  
 HX2993* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 HX2993  ___________________________________________________________________
 HX2993  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 HX2993  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX2993
 HX2993  HORZ ORDER  -  SECOND
 HX2993
 HX2993.The horizontal coordinates were established by classical geodetic methods
 HX2993.and adjusted by the National Geodetic Survey in April 1998..
 HX2993
 HX2993.The orthometric height was scaled from a topographic map.
 HX2993
 HX2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2993
 HX2993.The geoid height was determined by GEOID03.
 HX2993
 HX2993;                    North         East     Units Scale Factor Converg.
 HX2993;SPC WV S     -   203,566.826   572,838.475   MT  0.99998979   -0 11 36.2
 HX2993;SPC WV N     -    38,628.776   442,599.897   MT  1.00003561   -1 09 22.2
 HX2993;UTM  17      - 4,298,362.726   472,848.981   MT  0.99960908   -0 11 46.2
 HX2993
 HX2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2993!SPC WV S     -   0.99994770  x   0.99998979  =   0.99993749
 HX2993!SPC WV N     -   0.99994770  x   1.00003561  =   0.99998331
 HX2993!UTM  17      -   0.99994770  x   0.99960908  =   0.99955680
 HX2993
 HX2993                          SUPERSEDED SURVEY CONTROL
 HX2993
 HX2993  NAD 83(1986)-  38 50 01.12771(N)    081 18 46.16033(W) AD(       ) 2
 HX2993  NAD 27      -  38 50 00.81600(N)    081 18 46.73000(W) AD(       ) 2
 HX2993
 HX2993.Superseded values are not recommended for survey control.
 HX2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2993.See file dsdata.txt to determine how the superseded data were derived.
 HX2993
 HX2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7284998363(NAD 83)
 HX2993_MARKER: DD = SURVEY DISK
 HX2993_SETTING: 0 = UNSPECIFIED SETTING
 HX2993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2993
 HX2993  HISTORY     - Date     Condition        Report By
 HX2993  HISTORY     - 1944     MONUMENTED       USGS
 HX2993
 HX2993                          STATION DESCRIPTION
 HX2993
 HX2993'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 HX2993'STATION IS LOCATED IN THE TANNER BURIAL GROUND, ABOUT 5 MILES BY ROAD
 HX2993'FROM SPENCER.  IT IS 48
 HX2993'FEET E OF W FENCE LINE, 39 FEET W OF E FENCE
 HX2993'LINE, AND 101 FEET N OF S FENCE LINE.
 HX2993'
 HX2993'STATION IS MARKED BY A BRONZE U.S. GEOLOGICAL SURVEY DISK
 HX2993'SET IN THE TOP OF
 HX2993'A SANDSTONE POST PROJECTING ABOUT 10 INCHES
 HX2993'ABOVE THE GROUND.  IT IS NOT
 HX2993'STAMPED.
 HX2993'
 HX2993'TRIANGULATION STATION TANNER IS 36.857 METERS DISTANT.
 HX2993'
 HX2993'TO REACH THE STATION FROM THE COURTHOUSE IN SPENCER, GO E
 HX2993'ON U.S. HIGHWAY 33
 HX2993'FOR 0.9 MILE TO A REVERSE FORK LEFT, TURN
 HX2993'SHARP LEFT AND GO 0.1 MILE TO A
 HX2993'SURFACED T-ROAD RIGHT, TURN
 HX2993'RIGHT AND GO 1.4 MILES TO A FORK ON TOP OF RIDGE,
 HX2993'TAKE LEFT FORK
 HX2993'AND GO 1.3 MILES TO ANOTHER FORK, TAKE LEFT FORK AND GO 1.15
 HX2993'MILES TO TRACK
 HX2993'ROAD RIGHT AT A SHEET-METAL BUILDING, TURN RIGHT
 HX2993'ON TRACK ROAD AND GO 0.15 MILE TO
 HX2993'CEMETERY ON THE RIGHT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1270 ***********************************************************************
 JW1270  DESIGNATION -  CRANBERRY
 JW1270  PID         -  JW1270
 JW1270  STATE/COUNTY-  WV/HARDY
 JW1270  USGS QUAD   -  RIG (1981)
 JW1270
 JW1270                         *CURRENT SURVEY CONTROL
 JW1270  ___________________________________________________________________
 JW1270* NAD 83(1995)-  39 06 43.77002(N)    079 00 11.55384(W)     ADJUSTED  
 JW1270* NAVD 88     -       515.6    (meters)    1692.     (feet)  VERTCON   
 JW1270  ___________________________________________________________________
 JW1270  LAPLACE CORR-          -6.92  (seconds)                    DEFLEC99
 JW1270  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JW1270
 JW1270  HORZ ORDER  -  THIRD
 JW1270
 JW1270.The horizontal coordinates were established by classical geodetic methods
 JW1270.and adjusted by the National Geodetic Survey in April 1998..
 JW1270
 JW1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1270
 JW1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1270
 JW1270.The geoid height was determined by GEOID03.
 JW1270
 JW1270;                    North         East     Units Scale Factor Converg.
 JW1270;SPC WV N     -    68,078.783   642,966.110   MT  0.99998069   +0 19 00.6
 JW1270;UTM  17      - 4,331,121.214   672,639.504   MT  0.99996700   +1 15 35.9
 JW1270
 JW1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1270!SPC WV N     -   0.99992416  x   0.99998069  =   0.99990485
 JW1270!UTM  17      -   0.99992416  x   0.99996700  =   0.99989116
 JW1270
 JW1270|---------------------------------------------------------------------|
 JW1270| PID    Reference Object                     Distance      Geod. Az  |
 JW1270|                                                           dddmmss.s |
 JW1270| CX4354 CRANBERRY RM 1                        9.433 METERS 01523     |
 JW1270| JW1460 ORNDORFF                            APPROX.12.7 KM 0843747.9 |
 JW1270| CX4355 CRANBERRY RM 2                        6.202 METERS 10738     |
 JW1270| CX4353 CRANBERRY AZ MK                                    1541217.7 |
 JW1270|---------------------------------------------------------------------|
 JW1270
 JW1270                          SUPERSEDED SURVEY CONTROL
 JW1270
 JW1270  NAD 83(1995)-  39 06 43.77711(N)    079 00 11.56137(W) AD(       ) 3
 JW1270  NAD 83(1986)-  39 06 43.77777(N)    079 00 11.56154(W) AD(       ) 3
 JW1270  NAD 27      -  39 06 43.38100(N)    079 00 12.46240(W) AD(       ) 3
 JW1270  NGVD 29 (07/19/86)  515.7    (m)         1692.     (f) VERT ANG       
 JW1270
 JW1270.Superseded values are not recommended for survey control.
 JW1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1270.See file dsdata.txt to determine how the superseded data were derived.
 JW1270
 JW1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD7264031121(NAD 83)
 JW1270_MARKER: DS = TRIANGULATION STATION DISK
 JW1270_SETTING: 80 = SET IN A BOULDER
 JW1270_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1270
 JW1270  HISTORY     - Date     Condition        Report By
 JW1270  HISTORY     - 1956     MONUMENTED       CGS
 JW1270
 JW1270                          STATION DESCRIPTION
 JW1270
 JW1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1270'THE STATION IS LOCATED ON THE WEST SIDE OF A GRAVELED ROAD ON THE
 JW1270'SUMMIT OF A RIDGE ABOUT 4
 JW1270'MILES AIRLINE NORTHWEST OF MOOREFIELD, 10 MILES AIRLINE NORTHEAST OF
 JW1270'PETERSBURG, AND 12 MILES AIRLINE
 JW1270'WEST-NORTHWEST OF NEEDMORE.
 JW1270'
 JW1270'TO REACH THE STATION FROM THE POST OFFICE IN MOOREFIELD GO SOUTH AND
 JW1270'SOUTHWEST ON U.S. HIGHWAY 220
 JW1270'FOR 1.2 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AS PER SIGN
 JW1270'KESSEL 4 AND GO WEST 1.3 MILES TO A
 JW1270'FORK.  TAKE THE LEFT FORK AND GO 0.2 MILE TO A
 JW1270'CROSS ROAD.  TURN RIGHT AND GO NORTHWEST 2.7 MILES TO
 JW1270'A FORK IN THE CENTER OF THE
 JW1270'VILLAGE OF KESSEL.  TURN RIGHT AND GO NORTH 2.4 MILES TO A FORK.
 JW1270'TAKE THE RIGHT FORK AND GO
 JW1270'NORTHWEST AND SOUTH 1.2 MILES TO THE SUMMIT OF A RIDGE AND THE
 JW1270'STATION ON THE RIGHT.
 JW1270'
 JW1270'THE STATION MARK IS A STANDARD DISK STAMPED CRANBERRY 1956 CEMENTED
 JW1270'IN A DRILL HOLE IN THE TOP
 JW1270'OF A BOULDER THAT PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 32 FEET
 JW1270'SOUTHWEST OF A WITNESS POST, 26
 JW1270'FEET WEST OF A FENCE LINE, AND 42 FEET WEST OF THE
 JW1270'CENTERLINE OF THE ROAD.
 JW1270'
 JW1270'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CRANBERRY NO 1
 JW1270'1956 CEMENTED IN A DRILL
 JW1270'HOLE IN THE TOP OF A BOULDER THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 JW1270'IT IS 12 FEET WEST OF A FENCE LINE,
 JW1270'29 FEET WEST OF THE CENTERLINE OF THE ROAD, 14 FEET
 JW1270'NORTHWEST OF A WITNESS POST, AND 1 FOOT LOWER
 JW1270'THAN THE STATION.
 JW1270'
 JW1270'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CRANBERRY NO 2
 JW1270'1956 CEMENTED IN A DRILL
 JW1270'HOLE IN THE TOP OF A BOULDER THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 JW1270'IT IS 8 FEET WEST OF A FENCE LINE,
 JW1270'25 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 2 FEET
 JW1270'LOWER THAN THE STATION.
 JW1270'
 JW1270'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRANBERRY 1956 CEMENTED
 JW1270'IN A DRILL HOLE IN THE TOP
 JW1270'OF OUTCROPPING BEDROCK THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT
 JW1270'IS 4 FEET NORTHWEST OF A 2-FOOT
 JW1270'CAIRN, 39 FEET EAST OF THE CENTERLINE OF THE ROAD, 24
 JW1270'FEET EAST OF A FENCE LINE, AND 40 FEET
 JW1270'SOUTHEAST OF THE SOUTH POST OF A BOARD GATE.
 JW1270'
 JW1270'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH 0.15 MILE TO A
 JW1270'BOARD GATE ON THE LEFT, A
 JW1270'SIDE ROAD ON THE RIGHT, AND THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3170 ***********************************************************************
 HX3170  DESIGNATION -  CRANBERRY
 HX3170  PID         -  HX3170
 HX3170  STATE/COUNTY-  WV/POCAHONTAS
 HX3170  USGS QUAD   -  LOBELIA (1995)
 HX3170
 HX3170                         *CURRENT SURVEY CONTROL
 HX3170  ___________________________________________________________________
 HX3170* NAD 83(1995)-  38 11 00.82254(N)    080 15 11.08092(W)     ADJUSTED  
 HX3170* NAVD 88     -      1094.86   (meters)    3592.1    (feet)  LEVELING  
 HX3170  ___________________________________________________________________
 HX3170  X           -     849,986.547 (meters)                     COMP
 HX3170  Y           -  -4,948,223.016 (meters)                     COMP
 HX3170  Z           -   3,922,137.450 (meters)                     COMP
 HX3170  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 HX3170  ELLIP HEIGHT-        1064.18  (meters)          (10/04/01) GPS OBS
 HX3170  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HX3170
 HX3170  HORZ ORDER  -  FIRST
 HX3170  VERT ORDER  -  THIRD ?
 HX3170  ELLP ORDER  -  FOURTH    CLASS II
 HX3170
 HX3170.The horizontal coordinates were established by GPS observations
 HX3170.and adjusted by the National Geodetic Survey in April 1998..
 HX3170
 HX3170.The orthometric height was determined by differential leveling.
 HX3170.The vertical network tie was performed by a horz. field party for horz.
 HX3170.obs reductions. Reset procedures were used to establish the elevation.
 HX3170
 HX3170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX3170
 HX3170.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3170
 HX3170.The ellipsoidal height was determined by GPS observations
 HX3170.and is referenced to NAD 83.
 HX3170
 HX3170.The geoid height was determined by GEOID03.
 HX3170
 HX3170;                    North         East     Units Scale Factor Converg.
 HX3170;SPC WV S     -   131,625.270   665,434.559   MT  0.99992568   +0 27 42.3
 HX3170;UTM  17      - 4,226,445.492   565,414.397   MT  0.99965270   +0 27 42.3
 HX3170
 HX3170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3170!SPC WV S     -   0.99983305  x   0.99992568  =   0.99975874
 HX3170!UTM  17      -   0.99983305  x   0.99965270  =   0.99948580
 HX3170
 HX3170                          SUPERSEDED SURVEY CONTROL
 HX3170
 HX3170  ELLIP H (04/01/98) 1064.27   (m)                       GP(       ) 4 1
 HX3170  NAD 83(1986)-  38 11 00.82755(N)    080 15 11.09713(W) AD(       ) 1
 HX3170
 HX3170.Superseded values are not recommended for survey control.
 HX3170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3170.See file dsdata.txt to determine how the superseded data were derived.
 HX3170
 HX3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC6541426445(NAD 83)
 HX3170_MARKER: DD = SURVEY DISK
 HX3170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3170_SP_SET: CONCRETE POST
 HX3170_STAMPING: CRANBERRY GPS 1992
 HX3170_MARK LOGO: USFS  
 HX3170_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX3170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX3170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX3170+SATELLITE: SATELLITE OBSERVATIONS - 1992
 HX3170
 HX3170  HISTORY     - Date     Condition        Report By
 HX3170  HISTORY     - 1992     MONUMENTED       USFS
 HX3170
 HX3170                          STATION DESCRIPTION
 HX3170
 HX3170'DESCRIBED BY US FOREST SERVICE 1992
 HX3170'LOCATED AT CRANBERRY MOUNTAIN VISITOR CENTER IN THE COUNTY OF
 HX3170'POCAHONTAS IN THE STATE OF WEST VIRGINIA.
 HX3170'TO REACH - FROM THE INTERSECTION OF ROUTE 39, 55 AND 219 AT MILL
 HX3170'POINT, WEST VIRGINIA, PROCEED WEST ON ROUTE 39, 55 FOR APPROXIMATELY
 HX3170'6 MI (9.7 KM) TO CRANBERRY MOUNTAIN VISITOR CENTER OF THE
 HX3170'MONONGAHELA NATIONAL FOREST.  STATION IS APPROXIMATELY 40 FT
 HX3170'(12.2 MT) NORTHWEST OF THE VISITOR CENTER.
 HX3170'STATION IS A BRASS DISC IN A 10 IN X 10 IN CONCRETE MONUMENT STAMPED
 HX3170'CRANBERRY GPS 1992.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3421 ***********************************************************************
 HW3421  DESIGNATION -  CRANNY CROW LOOKOUT TOWER 1956
 HW3421  PID         -  HW3421
 HW3421  STATE/COUNTY-  WV/HARDY
 HW3421  USGS QUAD   -  LOST RIVER STATE PARK (1994)
 HW3421
 HW3421                         *CURRENT SURVEY CONTROL
 HW3421  ___________________________________________________________________
 HW3421* NAD 83(1995)-  38 54 50.68078(N)    078 53 42.66106(W)     ADJUSTED  
 HW3421* NAVD 88     -                                                        
 HW3421  ___________________________________________________________________
 HW3421  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 HW3421  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HW3421
 HW3421  HORZ ORDER  -  THIRD
 HW3421
 HW3421.The horizontal coordinates were established by classical geodetic methods
 HW3421.and adjusted by the National Geodetic Survey in April 1998..
 HW3421
 HW3421
 HW3421.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3421
 HW3421.The geoid height was determined by GEOID03.
 HW3421
 HW3421;                    North         East     Units Scale Factor Converg.
 HW3421;SPC WV N     -    46,146.573   652,456.889   MT  1.00001735   +0 23 08.6
 HW3421;SPC VA N     - 2,138,536.714 3,465,726.716   MT  0.99996175   -0 14 47.9
 HW3421;SPC VA N     - 7,016,182.54 11,370,471.73   sFT  0.99996175   -0 14 47.9
 HW3421;UTM  17      - 4,309,347.866   682,488.717   MT  1.00001009   +1 19 21.1
 HW3421
 HW3421                          SUPERSEDED SURVEY CONTROL
 HW3421
 HW3421  NAD 83(1995)-  38 54 50.68143(N)    078 53 42.66391(W) AD(       ) 4
 HW3421  NAD 83(1986)-  38 54 50.68325(N)    078 53 42.66673(W) AD(       ) 4
 HW3421  NAD 27      -  38 54 50.28500(N)    078 53 43.57800(W) AD(       ) 3
 HW3421
 HW3421.Superseded values are not recommended for survey control.
 HW3421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3421.See file dsdata.txt to determine how the superseded data were derived.
 HW3421
 HW3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD8248909348(NAD 83)
 HW3421_MARKER: 57 = LOOKOUT TOWER
 HW3421
 HW3421  HISTORY     - Date     Condition        Report By
 HW3421  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3421  HISTORY     - 1964     GOOD             USGS
 HW3421
 HW3421                          STATION DESCRIPTION
 HW3421
 HW3421'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3421'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF PETERSBURGS,
 HW3421'10-1/2 MILES SOUTH
 HW3421'SOUTHEAST OF MOOREFIELD, 3-1/2 MILES WEST OF LOST CITY, 3 MILES NORTH
 HW3421'NORTHWEST OF MATHIAS IN THE LOST RIVER STATE PARK
 HW3421'
 HW3421'THE LOOKOUT IS A FOUR LEGGED STEEL STRUCTURE WITH AN 8 FOOT SQUARE
 HW3421'HOUSE ON TOP.  IT IS ABOUT 60
 HW3421'FEET HIGH.  IT IS 47.186 FEET, 14.382 METERS NORTHEAST OF
 HW3421'TRIANGULATION STATION LOST.  THE CENTER
 HW3421'OF THE TOWER WAS TRAVERSED TO.
 HW3421
 HW3421                          STATION RECOVERY (1964)
 HW3421
 HW3421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HW3421'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3040 ***********************************************************************
 HX3040  DESIGNATION -  CREED
 HX3040  PID         -  HX3040
 HX3040  STATE/COUNTY-  WV/KANAWHA
 HX3040  USGS QUAD   -  BIG CHIMNEY (1976)
 HX3040
 HX3040                         *CURRENT SURVEY CONTROL
 HX3040  ___________________________________________________________________
 HX3040* NAD 83(1995)-  38 24 16.84329(N)    081 33 35.29825(W)     ADJUSTED  
 HX3040* NAVD 88     -       352.3    (meters)    1156.     (feet)  VERTCON   
 HX3040  ___________________________________________________________________
 HX3040  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 HX3040  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HX3040
 HX3040  HORZ ORDER  -  SECOND
 HX3040
 HX3040.The horizontal coordinates were established by classical geodetic methods
 HX3040.and adjusted by the National Geodetic Survey in April 1998..
 HX3040
 HX3040.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3040
 HX3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3040
 HX3040.The geoid height was determined by GEOID03.
 HX3040
 HX3040;                    North         East     Units Scale Factor Converg.
 HX3040;SPC WV S     -   156,051.926   551,105.937   MT  0.99993304   -0 20 45.8
 HX3040;UTM  17      - 4,250,864.849   451,121.745   MT  0.99962942   -0 20 52.0
 HX3040
 HX3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3040!SPC WV S     -   0.99994991  x   0.99993304  =   0.99988295
 HX3040!UTM  17      -   0.99994991  x   0.99962942  =   0.99957935
 HX3040
 HX3040:                Primary Azimuth Mark                     Grid Az
 HX3040:SPC WV S     -  MARTIN 1881                              217 06 22.5
 HX3040:UTM  17      -  MARTIN 1881                              217 06 28.7
 HX3040
 HX3040|---------------------------------------------------------------------|
 HX3040| PID    Reference Object                     Distance      Geod. Az  |
 HX3040|                                                           dddmmss.s |
 HX3040| HX3048 MARTIN 1881                         APPROX. 6.6 KM 2164536.7 |
 HX3040|---------------------------------------------------------------------|
 HX3040
 HX3040                          SUPERSEDED SURVEY CONTROL
 HX3040
 HX3040  NAD 83(1995)-  38 24 16.85071(N)    081 33 35.30460(W) AD(       ) 2
 HX3040  NAD 83(1986)-  38 24 16.85132(N)    081 33 35.30494(W) AD(       ) 2
 HX3040  NAD 27      -  38 24 16.50100(N)    081 33 35.85900(W) AD(       ) 2
 HX3040  NGVD 29 (07/19/86)  352.5    (m)         1156.     (f) VERT ANG       
 HX3040
 HX3040.Superseded values are not recommended for survey control.
 HX3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3040.See file dsdata.txt to determine how the superseded data were derived.
 HX3040
 HX3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5112250865(NAD 83)
 HX3040_MARKER: H = DRILL HOLE
 HX3040_SETTING: 80 = SET IN A BOULDER
 HX3040_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HX3040
 HX3040  HISTORY     - Date     Condition        Report By
 HX3040  HISTORY     - 1881     MONUMENTED       CGS
 HX3040  HISTORY     - 1939     SEE DESCRIPTION  CGS
 HX3040  HISTORY     - 1944     SEE DESCRIPTION  CGS
 HX3040  HISTORY     - 1961     GOOD             CGS
 HX3040  HISTORY     - 1970     GOOD             LOCENG
 HX3040
 HX3040                          STATION DESCRIPTION
 HX3040
 HX3040'DESCRIBED BY COAST AND GEODETIC SURVEY 1881 (ATM)
 HX3040'ON THE W POINT OF A HILL KNOWN AS COOPERS HILL ABOUT 11 MILES FROM
 HX3040'CHARLESTON AND 1-1/4 MILES
 HX3040'FROM THE MOUTH OF COOPERS CREEK, ON LAND BELONGING
 HX3040'TO THE BLISS MERRILL ESTATE.
 HX3040'
 HX3040'STATION IS MARKED BY A 1-INCH DRILL HOLE 4 INCHES DEEP IN
 HX3040'A LARGE ROCK, ONE
 HX3040'OF A GROUP OF ROCKS.
 HX3040'
 HX3040'THREE OTHER DRILL HOLES 1 INCH IN DIAMETER AND 3 INCHES
 HX3040'DEEP ARE IN ROCKS
 HX3040'AT THE FOLLOWING DISTANCES ANDBEARINGSS FROM
 HX3040'THE STATION- 3.70 METERS, N 38 DEG 47 MIN W,
 HX3040'N, 1.93 METERS,S 24 DEG 27 MIN E,
 HX3040'1.52 METERS, 52 DEG 29 MIN, RESPECTIVELY.
 HX3040
 HX3040                          STATION RECOVERY (1939)
 HX3040
 HX3040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (AAA)
 HX3040'ORIGINAL STATION FOUND AS DESCRIBED.  SOME
 HX3040'OF THE REFERENCE
 HX3040'MARKS HAVE BEEN TORN OUT BY VANDALS BREAKING THE
 HX3040'CORNERS OF THE ROCKS THAT THE MARKS
 HX3040'WERE IN.
 HX3040
 HX3040                          STATION RECOVERY (1944)
 HX3040
 HX3040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3040'STATION IS LOCATED ABOUT 5-1/2 MILES NE OF
 HX3040'CHARLESTON, 13
 HX3040'MILES SW OF CLENDENIN, ABOUT 3/4 MILE N OF THE
 HX3040'VILLAGE OF CREED, ON THE HIGHEST
 HX3040'POINT OF THE W EDGE OF A TIMBERED
 HX3040'RIDGE, ON LAND OWNED BY WALTER CREED, 13 FEET S OF
 HX3040'A TRIANGULAR
 HX3040'BLAZE ON A 14-INCH OAK TREE, AND 31 FEET W OF A 14-INCH OAK TREE
 HX3040'WITH TRIANGULAR
 HX3040'BLAZE.  IT IS MARKED BY A NUMBER OF BOULDERS.
 HX3040'
 HX3040'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED,
 HX3040'BRONZE DISKS WERE
 HX3040'SET, AND REFERENCE MARK 4 WAS ESTABLISHED
 HX3040'AND OCCUPIED.  STATION DISK IS
 HX3040'STAMPED CREED 1881 1944
 HX3040'
 HX3040'REFERENCE MARK IS 11.83 FEET SE OF THE STATION, 7 FEET SW OF
 HX3040'A TRIANGULAR BLAZE
 HX3040'ON A 14-INCH OAK TREE.  DISK IS STAMPED CREED
 HX3040'R.M. 1881 1944
 HX3040'
 HX3040'REFERENCE MARK IS 6.45 FEET SW OF THE STATION, 20 FEET S OF
 HX3040'A TRIANGULAR BLAZE
 HX3040'ON A 14-INCH OAK TREE, AND 29 FEET W OF A TRIANGULAR
 HX3040'BLAZE ON A 14-INCH OAK TREE.  DISK IS
 HX3040'STAMPED CREED R.M.
 HX3040'1881 1944.
 HX3040'
 HX3040'EDITORS NOTE- NEITHER OF THE DISTANCES OF THE ABOVE REFERENCE
 HX3040'MARKS AGREES WITH
 HX3040'THE ORIGINAL 1881 DISTANCES OF THE DRILL
 HX3040'HOLES IN ROCKS OR WITH THE DISTANCES
 HX3040'AS COMPUTED (2 SIDES, INCLUDED
 HX3040'ANGLE) FROM THE TABLE OF OBSERVATIONS IN THE
 HX3040'DESCRIPTION OF CREED
 HX3040'R.M. 4, BELOW.
 HX3040'
 HX3040'CREED R.M. 4 IS 14.08 FEET N OF THE STATION.  FOR DESCRIPTION
 HX3040'SEE BELOW.
 HX3040'
 HX3040'TO REACH THE STATION FROM THE NW JCT. OF U.S. HIGHWAYS 21 AND
 HX3040'119 AT CHARLESTON,
 HX3040'GO NE ON HIGHWAY 119 FOR 5.2 MILES TO A
 HX3040'DIRT ROAD LEFT, TAKE LEFT FORK UP
 HX3040'HILL 0.75 MILE TO THE TOP OF THE
 HX3040'RIDGE AND WOODS ROAD RIGHT, TURN RIGHT ON WOODS ROAD
 HX3040'AND FOLLOW
 HX3040'TRACK ROAD FOR 1.3 MILES TO A POLE GATE AND END OF TRUCK TRAVEL.
 HX3040'PACK N UP STEEP
 HX3040'GRADE ABOUT 200 YARDS TO THE HIGHEST POINT AND
 HX3040'STATION IN A NUMBER OF LARGE
 HX3040'BOULDERS.
 HX3040
 HX3040                          STATION RECOVERY (1961)
 HX3040
 HX3040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 HX3040'THE STATION WAS RECOVERED AS DESCRIBED BY F.N. IN 1944 AND FOUND TO
 HX3040'BE IN GOOD CONDITION.
 HX3040'THE 1944 DESCRIPTION PROVED TO BE ADEQUATE FOR FUTURE RECOVERY.
 HX3040'THE REFERENCE MARKS WERE NOT
 HX3040'SEARCHED FOR THIS DATE.
 HX3040
 HX3040                          STATION RECOVERY (1970)
 HX3040
 HX3040'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (LC)
 HX3040'CREED 1881 1944 STA AND RM RECOVERED GOOD.  RM 4 IS E OF STA INSTEAD
 HX3040'OF N 11.83 RM IS NW OF STA INSTEAD OF SE.  6.45 RM IS S OF STA
 HX3040'INSTEAD OF SW.
 HX3040'
 HX3040'CREED RM 4 1944 ALL POINTS REC. GOOD.  STA IS E OF STA CREED INSTEAD
 HX3040'OF W RMS ARE NW AND SW OF STA INSTEAD OF SW AND S RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3039 ***********************************************************************
 HX3039  DESIGNATION -  CREED RM 4
 HX3039  PID         -  HX3039
 HX3039  STATE/COUNTY-  WV/KANAWHA
 HX3039  USGS QUAD   -  BIG CHIMNEY (1976)
 HX3039
 HX3039                         *CURRENT SURVEY CONTROL
 HX3039  ___________________________________________________________________
 HX3039* NAD 83(1995)-  38 24 16.90111(N)    081 33 35.13742(W)     ADJUSTED  
 HX3039* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 HX3039  ___________________________________________________________________
 HX3039  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 HX3039  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HX3039
 HX3039  HORZ ORDER  -  FIRST
 HX3039
 HX3039.The horizontal coordinates were established by classical geodetic methods
 HX3039.and adjusted by the National Geodetic Survey in April 1998..
 HX3039
 HX3039.The orthometric height was scaled from a topographic map.
 HX3039
 HX3039.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3039
 HX3039.The geoid height was determined by GEOID03.
 HX3039
 HX3039;                    North         East     Units Scale Factor Converg.
 HX3039;SPC WV S     -   156,053.685   551,109.850   MT  0.99993304   -0 20 45.7
 HX3039;UTM  17      - 4,250,866.607   451,125.657   MT  0.99962942   -0 20 51.9
 HX3039
 HX3039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3039!SPC WV S     -   0.99995077  x   0.99993304  =   0.99988382
 HX3039!UTM  17      -   0.99995077  x   0.99962942  =   0.99958021
 HX3039
 HX3039|---------------------------------------------------------------------|
 HX3039| PID    Reference Object                     Distance      Geod. Az  |
 HX3039|                                                           dddmmss.s |
 HX3039| DC4025 CREED RM NW                           4.734 METERS 09926     |
 HX3039| HX3038 MILLIKEN                            APPROX. 1.7 KM 1230025.6 |
 HX3039| DC4026 CREED RM SW                           6.255 METERS 22053     |
 HX3039| HX3040 CREED                                 4.290 METERS 24527     |
 HX3039|---------------------------------------------------------------------|
 HX3039
 HX3039                          SUPERSEDED SURVEY CONTROL
 HX3039
 HX3039  NAD 83(1995)-  38 24 16.90853(N)    081 33 35.14376(W) AD(       ) 1
 HX3039  NAD 83(1986)-  38 24 16.90920(N)    081 33 35.14393(W) AD(       ) 1
 HX3039  NAD 27      -  38 24 16.55800(N)    081 33 35.69800(W) AD(       ) 1
 HX3039
 HX3039.Superseded values are not recommended for survey control.
 HX3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3039.See file dsdata.txt to determine how the superseded data were derived.
 HX3039
 HX3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5112650867(NAD 83)
 HX3039_MARKER: DS = TRIANGULATION STATION DISK
 HX3039_SETTING: 0 = UNSPECIFIED SETTING
 HX3039
 HX3039  HISTORY     - Date     Condition        Report By
 HX3039  HISTORY     - 1944     MONUMENTED       CGS
 HX3039  HISTORY     - 1970     GOOD             LOCENG
 HX3039
 HX3039                          STATION DESCRIPTION
 HX3039
 HX3039'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3039'STATION IS LOCATED ABOUT 5-1/2 MILES NE OF CHARLESTON, 13 MILES SW OF
 HX3039'CLENDENIN, AND ABOUT 3/4 MILE
 HX3039'N OF CREED.  IT IS ON THE HIGHEST POINT OF THE
 HX3039'W END OF A TIMBERED RIDGE MARKED BY A
 HX3039'NUMBER OF LARGE OUTCROPPING
 HX3039'BOULDERS.  THE LAND IS OWNED BY MR. WALTER CREED.  IT IS
 HX3039'14.08 FEET
 HX3039'N OF STATION CREED, 16 FEET SE OF A TRIANGULAR BLAZE ON A 14-INCH
 HX3039'OAK TREE, AND 18.5 FEET
 HX3039'NW OF A TRIANGULAR BLAZE ON A 14-INCH
 HX3039'OAK TREE.
 HX3039'
 HX3039'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AT THE
 HX3039'CENTER OF THE TOP
 HX3039'OF A TILE.  UNDERGROUND MARK IS A BRONZE DISK
 HX3039'SET IN CONCRETE.  DISK IS STAMPED
 HX3039'CREED R M 4 1944.
 HX3039'
 HX3039'REFERENCE MARK IS SW OF STATION AND 7 FEET SW OF A TRIANGULAR
 HX3039'BLAZE ON A 14-INCH
 HX3039'OAK TREE.  IT IS A BRONZE REFERENCE DISK
 HX3039'SET IN A DRILL HOLE IN OUTCROPPING
 HX3039'BEDROCK AND IS STAMPED CREED
 HX3039'1881 1944.
 HX3039'
 HX3039'REFERENCE MARK IS S OF STATION, 20 FEET S OF A TRIANGULAR
 HX3039'BLAZE ON A 14-INCH
 HX3039'TREE, AND 29 FEET W OF A TRIANGULAR BLAZE ON A
 HX3039'14-INCH OAK TREE.  IT IS A BRONZE
 HX3039'REFERENCE DISK SET IN A DRILL
 HX3039'HOLE IN OUTCROPPING BEDROCK AND IS STAMPED CREED
 HX3039'1881 1944.
 HX3039'
 HX3039'STATION CREED IS 13 FEET S OF A TRIANGULAR BLAZE ON A 14-INCH
 HX3039'OAK TREE AND 31
 HX3039'FEET W OF A TRIANGULAR BLAZE ON A 14-INCH OAK TREE.
 HX3039'THE DISK IS STAMPED CREED 1881
 HX3039'1944.
 HX3039'
 HX3039'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HX3039
 HX3039                          STATION RECOVERY (1970)
 HX3039
 HX3039'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (LC)
 HX3039'THE STATION RECOVERED IN GOOD CONDITION.  IT IS E OF STA CREED INSTEAD
 HX3039'OF N 11.83 RM IS NW OF STA INSTEAD OF SE.  6.45 RM IS S OF STA
 HX3039'INSTEAD OF SW.
 HX3039'
 HX3039'CREED RM 4 1944 ALL POINTS REC. GOOD.  STA IS E OF STA CREED INSTEAD
 HX3039'OF W RMS ARE NW AND SW OF STA INSTEAD OF SW AND S RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2051 ***********************************************************************
 JX2051  DESIGNATION -  CRESAP KAMMER POWER CO W STACK
 JX2051  PID         -  JX2051
 JX2051  STATE/COUNTY-  WV/MARSHALL
 JX2051  USGS QUAD   -  POWHATAN POINT (1984)
 JX2051
 JX2051                         *CURRENT SURVEY CONTROL
 JX2051  ___________________________________________________________________
 JX2051* NAD 83(1995)-  39 50 44.87344(N)    080 49 10.72324(W)     ADJUSTED  
 JX2051* NAVD 88     -                                                        
 JX2051  ___________________________________________________________________
 JX2051  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 JX2051  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JX2051
 JX2051  HORZ ORDER  -  THIRD
 JX2051
 JX2051.The horizontal coordinates were established by classical geodetic methods
 JX2051.and adjusted by the National Geodetic Survey in April 1998..
 JX2051
 JX2051
 JX2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2051
 JX2051.The geoid height was determined by GEOID03.
 JX2051
 JX2051;                    North         East     Units Scale Factor Converg.
 JX2051;SPC WV N     -   150,237.542   487,067.246   MT  0.99994808   -0 50 29.9
 JX2051;SPC OH S     -   206,249.774   743,801.351   MT  0.99996828   +1 03 58.4
 JX2051;UTM  17      - 4,410,658.113   515,429.597   MT  0.99960293   +0 06 56.0
 JX2051
 JX2051                          SUPERSEDED SURVEY CONTROL
 JX2051
 JX2051  NAD 83(1986)-  39 50 44.88168(N)    080 49 10.73020(W) AD(       ) 4
 JX2051  NAD 27      -  39 50 44.61000(N)    080 49 11.40600(W) AD(       ) 3
 JX2051
 JX2051.Superseded values are not recommended for survey control.
 JX2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2051.See file dsdata.txt to determine how the superseded data were derived.
 JX2051
 JX2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE1543010658(NAD 83)
 JX2051_MARKER: 63 = STACK
 JX2051
 JX2051  HISTORY     - Date     Condition        Report By
 JX2051  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2051
 JX2051                          STATION DESCRIPTION
 JX2051
 JX2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JX2051'THE STATION IS THE CENTER OF THE TOP OF THE WEST ONE OF TWO
 JX2051'STACKS LOCATED ON
 JX2051'THE EAST BANK OF THE OHIO RIVER ABOUT 8 MILES SOUTH OF MOUNDSVILLE.
 JX2051'IT IS THE EAST ONE OF TWO TALL GREY
 JX2051'CONCRETE STACKS WITH A DISK ANTENNA NEAR ITS TOP.  ITS
 JX2051'OVERALL HEIGHT IS 602 FEET.  IT IS OWNED BY THE
 JX2051'AMERICAN ELECTRIC POWER CO.
 JX2051'
 JX2051'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 250 AND STATE HIGHWAY 2 IN
 JX2051'MOUNDSVILLE, GO SOUTH ON STATE
 JX2051'HIGHWAY 2 FOR 8.8 MILES TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND
 JX2051'GO WEST ON THE PAVED ROAD FOR 0.2 MILE
 JX2051'TO THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2052 ***********************************************************************
 JX2052  DESIGNATION -  CRESAP KAMMER POWER CO E STACK
 JX2052  PID         -  JX2052
 JX2052  STATE/COUNTY-  WV/MARSHALL
 JX2052  USGS QUAD   -  POWHATAN POINT (1984)
 JX2052
 JX2052                         *CURRENT SURVEY CONTROL
 JX2052  ___________________________________________________________________
 JX2052* NAD 83(1995)-  39 50 43.81428(N)    080 49 09.07468(W)     ADJUSTED  
 JX2052* NAVD 88     -                                                        
 JX2052  ___________________________________________________________________
 JX2052  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 JX2052  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JX2052
 JX2052  HORZ ORDER  -  THIRD
 JX2052
 JX2052.The horizontal coordinates were established by classical geodetic methods
 JX2052.and adjusted by the National Geodetic Survey in April 1998..
 JX2052
 JX2052
 JX2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2052
 JX2052.The geoid height was determined by GEOID03.
 JX2052
 JX2052;                    North         East     Units Scale Factor Converg.
 JX2052;SPC WV N     -   150,204.305   487,105.953   MT  0.99994806   -0 50 28.8
 JX2052;SPC OH S     -   206,217.843   743,841.144   MT  0.99996824   +1 03 59.4
 JX2052;UTM  17      - 4,410,625.538   515,468.840   MT  0.99960295   +0 06 57.1
 JX2052
 JX2052                          SUPERSEDED SURVEY CONTROL
 JX2052
 JX2052  NAD 83(1986)-  39 50 43.82223(N)    080 49 09.08132(W) AD(       ) 4
 JX2052  NAD 27      -  39 50 43.54200(N)    080 49 09.74400(W) AD(       ) 3
 JX2052
 JX2052.Superseded values are not recommended for survey control.
 JX2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2052.See file dsdata.txt to determine how the superseded data were derived.
 JX2052
 JX2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE1546910626(NAD 83)
 JX2052_MARKER: 63 = STACK
 JX2052
 JX2052  HISTORY     - Date     Condition        Report By
 JX2052  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2052
 JX2052                          STATION DESCRIPTION
 JX2052
 JX2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2052'THE STATION IS THE CENTER OF THE TOP OF THE EAST ONE OF TWO
 JX2052'STACKS LOCATED ON
 JX2052'THE EAST BANK OF THE OHIO RIVER ABOUT 8 MILES SOUTH OF MOUNDSVILLE.
 JX2052'IT IS THE EAST ONE OF TWO TALL GREY
 JX2052'CONCRETE STACKS WITH A DISK ANTENNA NEAR ITS TOP.  ITS
 JX2052'OVERALL HEIGHT IS 602 FEET.  IT IS OWNED BY THE
 JX2052'AMERICAN ELECTRIC POWER CO.
 JX2052'
 JX2052'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 250 AND STATE HIGHWAY 2 IN
 JX2052'MOUNDSVILLE, GO SOUTH ON STATE
 JX2052'HIGHWAY 2 FOR 8.8 MILES TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND
 JX2052'GO WEST ON THE PAVED ROAD FOR 0.2 MILE
 JX2052'TO THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2959 ***********************************************************************
 HX2959  DESIGNATION -  CRESTON 2
 HX2959  PID         -  HX2959
 HX2959  STATE/COUNTY-  WV/CALHOUN
 HX2959  USGS QUAD   -  ANNAMORIAH (1975)
 HX2959
 HX2959                         *CURRENT SURVEY CONTROL
 HX2959  ___________________________________________________________________
 HX2959* NAD 83(1995)-  38 56 46.82835(N)    081 14 39.65092(W)     ADJUSTED  
 HX2959* NAVD 88     -       317.5    (meters)    1042.     (feet)  VERTCON   
 HX2959  ___________________________________________________________________
 HX2959  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 HX2959  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HX2959
 HX2959  HORZ ORDER  -  THIRD
 HX2959
 HX2959.The horizontal coordinates were established by classical geodetic methods
 HX2959.and adjusted by the National Geodetic Survey in April 1998..
 HX2959
 HX2959.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2959
 HX2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2959
 HX2959.The geoid height was determined by GEOID03.
 HX2959
 HX2959;                    North         East     Units Scale Factor Converg.
 HX2959;SPC WV S     -   216,059.724   578,816.806   MT  1.00001403   -0 09 03.8
 HX2959;SPC WV N     -    51,019.792   448,787.288   MT  1.00001058   -1 06 45.0
 HX2959;UTM  17      - 4,310,850.418   478,825.538   MT  0.99960552   -0 09 12.9
 HX2959
 HX2959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2959!SPC WV S     -   0.99995545  x   1.00001403  =   0.99996948
 HX2959!SPC WV N     -   0.99995545  x   1.00001058  =   0.99996603
 HX2959!UTM  17      -   0.99995545  x   0.99960552  =   0.99956099
 HX2959
 HX2959:                Primary Azimuth Mark                     Grid Az
 HX2959:SPC WV S     -  CRESTON 2 AZ MK                          061 52 36.5
 HX2959:SPC WV N     -  CRESTON 2 AZ MK                          062 50 17.7
 HX2959:UTM  17      -  CRESTON 2 AZ MK                          061 52 45.6
 HX2959
 HX2959|---------------------------------------------------------------------|
 HX2959| PID    Reference Object                     Distance      Geod. Az  |
 HX2959|                                                           dddmmss.s |
 HX2959| DC4033 CRESTON 2 AZ MK                                    0614332.7 |
 HX2959| DC4034 CRESTON 2 RM 1                       12.012 METERS 08805     |
 HX2959| DC4035 CRESTON 2 RM 2                       11.298 METERS 20330     |
 HX2959|---------------------------------------------------------------------|
 HX2959
 HX2959                          SUPERSEDED SURVEY CONTROL
 HX2959
 HX2959  NAD 83(1986)-  38 56 46.83384(N)    081 14 39.65776(W) AD(       ) 3
 HX2959  NAD 27      -  38 56 46.53760(N)    081 14 40.23230(W) AD(       ) 3
 HX2959  NGVD 29 (07/19/86)  317.7    (m)         1042.     (f) VERT ANG       
 HX2959
 HX2959.Superseded values are not recommended for survey control.
 HX2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2959.See file dsdata.txt to determine how the superseded data were derived.
 HX2959
 HX2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7882610850(NAD 83)
 HX2959_MARKER: DS = TRIANGULATION STATION DISK
 HX2959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2959
 HX2959  HISTORY     - Date     Condition        Report By
 HX2959  HISTORY     - 1956     MONUMENTED       CGS
 HX2959
 HX2959                          STATION DESCRIPTION
 HX2959
 HX2959'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2959'STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF ELIZABETH AND 8-1/2
 HX2959'MILES WEST NORTHWEST OF GRANTSVILLE
 HX2959'ON A LOW HILL AT THE HOME OF MR. T. J. HEADLEY.  STATION IS 27 FEET
 HX2959'NORTH OF THE NORTHWEST CORNER OF
 HX2959'HOUSE AND 26 FEET EAST OF THE EDGE OF EMBANKMENT.  THE
 HX2959'MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HX2959'STAMPED CRESTON 2 1956.
 HX2959'
 HX2959'REFERENCE MARK NO. 1 IS 28 FEET NORTHEAST OF NORTHEAST CORNER OF
 HX2959'PORCH.  THE MARK IS FLUSH WITH
 HX2959'THE GROUND AND THE DISK IS STAMPED CRESTON 2 NO 1 1956.
 HX2959'
 HX2959'REFERENCE MARK NO. 2 IS 15 FEET WEST OF THE NORTHWEST CORNER OF HOUSE
 HX2959'AND AT THE EDGE OF
 HX2959'EMBANKMENT.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HX2959'STAMPED CRESTON 2 NO 2 1956.
 HX2959'
 HX2959'AZIMUTH MARK IS 55 FEET WEST OF POLE GATE, 42 FEET SOUTH OF WOODS
 HX2959'ROAD, AND 10 FEET NORTH OF WOODS
 HX2959'ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HX2959'CRESTON 2 1956.
 HX2959'
 HX2959'TO REACH STATION FROM THE FERRY CROSSING AT CRESTON GO EASTERLY ON
 HX2959'STATE ROUTE 5 FOR 1.75 MILES
 HX2959'TO HOUSE AND STATION ON HILL ON THE LEFT AS DESCRIBED.  TO REACH
 HX2959'AZIMUTH MARK FROM STATION GO
 HX2959'NORTHWEST FROM STATION ABOUT 50 YARDS TO A POOR CLAY ROAD RIGHT.
 HX2959'TURN RIGHT AND GO NORTHEASTERLY ON CLAY
 HX2959'ROAD, PASSING OIL WELL, FOR 0.3 MILE TO FORKS
 HX2959'AND AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 HX2959'
 HX2959'STATION IS ON THE SAME HILL THAT STATION CRESTON 1944 WAS LOCATED.
 HX2959'THE STATION MARK AND
 HX2959'REFERENCE MARKS WERE DESTROYED WHEN THE HILL WAS GRADED OFF PRIOR TO
 HX2959'BUILDING HOUSE.
 HX2959'
 HX2959'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3133 ***********************************************************************
 HX3133  DESIGNATION -  CREWS
 HX3133  PID         -  HX3133
 HX3133  STATE/COUNTY-  WV/WIRT
 HX3133  USGS QUAD   -  LIVERPOOL (1975)
 HX3133
 HX3133                         *CURRENT SURVEY CONTROL
 HX3133  ___________________________________________________________________
 HX3133* NAD 83(1995)-  38 55 00.15860(N)    081 30 09.73319(W)     ADJUSTED  
 HX3133* NAVD 88     -       363.1    (meters)    1191.     (feet)  VERTCON   
 HX3133  ___________________________________________________________________
 HX3133  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 HX3133  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HX3133
 HX3133  HORZ ORDER  -  FIRST
 HX3133
 HX3133.The horizontal coordinates were established by classical geodetic methods
 HX3133.and adjusted by the National Geodetic Survey in April 1998..
 HX3133
 HX3133.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3133
 HX3133.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3133
 HX3133.The geoid height was determined by GEOID03.
 HX3133
 HX3133;                    North         East     Units Scale Factor Converg.
 HX3133;SPC WV N     -    48,198.220   426,321.243   MT  1.00001679   -1 16 38.2
 HX3133;SPC WV S     -   212,860.599   556,401.477   MT  1.00000728   -0 18 38.8
 HX3133;UTM  17      - 4,307,654.052   456,418.901   MT  0.99962339   -0 18 56.9
 HX3133
 HX3133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3133!SPC WV N     -   0.99994834  x   1.00001679  =   0.99996512
 HX3133!SPC WV S     -   0.99994834  x   1.00000728  =   0.99995562
 HX3133!UTM  17      -   0.99994834  x   0.99962339  =   0.99957175
 HX3133
 HX3133|---------------------------------------------------------------------|
 HX3133| PID    Reference Object                     Distance      Geod. Az  |
 HX3133|                                                           dddmmss.s |
 HX3133| HX3134 WEED USGS 1944                        5.614 METERS 06850     |
 HX3133| HX3004 BEECH                               APPROX. 5.4 KM 1561810.4 |
 HX3133| DC4037 CREWS RM 1                           24.856 METERS 17301     |
 HX3133| DC4039 CREWS RM 3                           50.377 METERS 24628     |
 HX3133| DC4038 CREWS RM 2                           50.460 METERS 24629     |
 HX3133| DC4036 CREWS AZ MK                                        3173412.2 |
 HX3133|---------------------------------------------------------------------|
 HX3133
 HX3133                          SUPERSEDED SURVEY CONTROL
 HX3133
 HX3133  NAD 83(1995)-  38 55 00.16396(N)    081 30 09.73868(W) AD(       ) 1
 HX3133  NAD 83(1986)-  38 55 00.16399(N)    081 30 09.73852(W) AD(       ) 1
 HX3133  NAD 27      -  38 54 59.86300(N)    081 30 10.30000(W) AD(       ) 1
 HX3133  NGVD 29 (07/19/86)  363.3    (m)         1192.     (f) VERT ANG       
 HX3133
 HX3133.Superseded values are not recommended for survey control.
 HX3133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3133.See file dsdata.txt to determine how the superseded data were derived.
 HX3133
 HX3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5641907654(NAD 83)
 HX3133_MARKER: DS = TRIANGULATION STATION DISK
 HX3133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3133
 HX3133  HISTORY     - Date     Condition        Report By
 HX3133  HISTORY     - 1944     MONUMENTED       CGS
 HX3133  HISTORY     - 1974     GOOD             THOMAS
 HX3133  HISTORY     - 1976     GOOD             NGS
 HX3133
 HX3133                          STATION DESCRIPTION
 HX3133
 HX3133'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3133'STATION IS LOCATED
 HX3133'ABOUT 6 MILES WNW
 HX3133'OF THE SMALL VILLAGE OF REEDY, ON LAND OWNED
 HX3133'BY L.L. CREWS WHO LIVES ABOUT 150
 HX3133'YARDS W OF THE STATION.  IT IS
 HX3133'LOCATED ON THE HIGHEST GROUND IN AN OLD APPLE
 HX3133'ORCHARD AND 18.42
 HX3133'FEET SW OF STATION WEED (U.S.G.S.).  SURFACE STATION MARK IS 9
 HX3133'INCHES BELOW
 HX3133'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CREWS 1944.
 HX3133'
 HX3133'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 HX3133'BRONZE DISKS SET IN CONCRETE.
 HX3133'
 HX3133'REFERENCE MARK 1 IS ABOUT 4 FEET LOWER IN ELEVATION THAN
 HX3133'THE STATION MARK.
 HX3133'IT IS STAMPED CREWS NO 1 1944 AND PROJECTS
 HX3133'ABOUT 2 INCHES ABOVE THE GROUND.
 HX3133'
 HX3133'REFERENCE MARK 2 IS 1 FOOT N OF A HOG-WIRE FENCE AND ABOUT
 HX3133'5 FEET LOWER IN
 HX3133'ELEVATION THAN THE STATION MARK.  IT IS STAMPED
 HX3133'CREWS NO 2 1944 AND PROJECTS ABOUT 3 INCHES.
 HX3133'
 HX3133'AZIMUTH MARK IS IN PASTURE LAND, 16 FEET N OF THE APPROXIMATE
 HX3133'CENTER LINE OF A
 HX3133'TRACK ROAD, AND 3 FEET N OF A WITNESS
 HX3133'POST.  IT IS STAMPED CREWS 1944 AND
 HX3133'PROJECTS ABOUT 2 INCHES
 HX3133'ABOVE THE GROUND.
 HX3133'
 HX3133'TO REACH THE STATION FROM THE SMALL VILLAGE OF REEDY ON
 HX3133'STATE HIGHWAY 14,
 HX3133'GO W ON SANDYVILLE ROAD FOR 3.2 MILES TO THE
 HX3133'END OF HARD-SURFACED ROAD, CONTINUE
 HX3133'W FOR 0.3 MILE TO A T-ROAD
 HX3133'RIGHT AND SCHOOLHOUSE ON THE RIGHT, HERE TURN RIGHT
 HX3133'AND GO 1.8
 HX3133'MILES TO A Y-INTERSECTION AT THE TOP OF THE RIDGE, THENCE TURN
 HX3133'SHARP LEFT AND GO
 HX3133'1.15 MILES TO THE L.L. CREWS PRIVATE FARM DRIVEWAY.*
 HX3133'HERE TURN LEFT INTO DRIVEWAY AND GO
 HX3133'0.1 MILE, THENCE LEFT
 HX3133'INTO OLD APPLE ORCHARD TO HIGHEST POINT AND STATION.
 HX3133'
 HX3133'*TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE CREWS
 HX3133'FARM DRIVEWAY, GO
 HX3133'W ON DIRT ROAD DOWNHILL FOR 0.15 MILE TO A
 HX3133'POLE GATE ON THE RIGHT, PASS THROUGH
 HX3133'GATE AND GO W FOR 0.05
 HX3133'MILE TO THE MARK ON THE RIGHT.
 HX3133'
 HX3133'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HX3133
 HX3133                          STATION RECOVERY (1974)
 HX3133
 HX3133'RECOVERY NOTE BY THOMAS ENG AND SURV 1974 (LRC)
 HX3133'CREWS RECOVERED GOOD AS DESCRIBED.
 HX3133'
 HX3133'R.M. 1 RECOVERED GOOD AS DESCRIBED.
 HX3133'
 HX3133'R.M. 2 SEE NOTE.
 HX3133'
 HX3133'AZ. MK. NOT FOUND.
 HX3133'
 HX3133'R.M. NO. 2 HAS THE TOP BROKEN OFF AND THE DISK REMOVED.
 HX3133'
 HX3133'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WNW OF REEDY.
 HX3133
 HX3133                          STATION RECOVERY (1976)
 HX3133
 HX3133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3133'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 HX3133'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND WITH
 HX3133'THE DISK MISSING, REFERENCE MARK 3 WAS CEMENTED IN THE CONCRETE
 HX3133'POST THAT REMAINED. A DIFFERENCE OF 0.021 METER LONGER
 HX3133'MEASUREMENT WAS NOTED TO REFERENCE MARK 1 AND THE DIRECTION
 HX3133'CHECKED FAVORABLY.  THE AZIMUTH MARK IS NO LONGER VISIBLE FROM
 HX3133'THE GROUND OR THE TOP OF THE TOWER.
 HX3133'
 HX3133'DUE TO CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 HX3133'
 HX3133'THE STATION IS ABOUT 6 MILES WEST-NORTHWEST OF REEDY ON PROPERTY
 HX3133'OWNED BY MR. ERNEST CREWS OF PARKERSBURG, WEST VIRGINIA, PHONE
 HX3133'NUMBER 304-422-0817.
 HX3133'
 HX3133'TO REACH THE STATION FROM THE POST OFFICE IN REEDY,GO WESTERLY
 HX3133'ON A PAVED ROAD FOR 3.35 MILES TO A GRAVELED SIDE ROAD RIGHT,
 HX3133'JUST BEFORE REACHING A SMALL BRIDGE.  TURN RIGHT AND GO NORTHERLY
 HX3133'ON GRAVELED, MAIN TRAVELED, ROAD FOR 1.8 MILES TO A REVERSE FORK
 HX3133'LEFT.  TURN SHARP LEFT AND GO SOUTHWESTERLY UP HILL FOR 0.75
 HX3133'MILE TO A FORK AND AN OLD HOUSE ON THE LEFT.  KEEP RIGHT FORK
 HX3133'AND GO 0.35 MILE TO A SIDE ROAD LEFT INTO AN OPEN FIELD.  TURN
 HX3133'LEFT AND GO SOUTHEASTERLY ACROSS THE FIELD FOR 0.1 MILE TO THE
 HX3133'STATION NEAR THE SOUTH EDGE OF THE FIELD.
 HX3133'
 HX3133'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWESTERLY TO
 HX3133'THE ROAD, TURN LEFT AND GO WEST ON DIRT ROAD FOR 0.15 MILE TO
 HX3133'A POLE GATE ON THE RIGHT, PASS THROUGH THE GATE AND GO WEST FOR
 HX3133'0.05 MILE TO THE MARK ON THE RIGHT.
 HX3133'
 HX3133'STATION MARK IS A STANDARD DISK STAMPED---CREWS 1944---, SET IN THE
 HX3133'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 HX3133'THE GROUND SURFACE.  IT IS 1 FOOT NORTHWEST OF A METAL WITNESS
 HX3133'POST.
 HX3133'
 HX3133'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---CREWS NO 1 1944---,
 HX3133'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 HX3133'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 49 FEET SOUTH OF THE
 HX3133'SOUTH EDGE OF THE CLEARED AREA AND 23.4 FEET SOUTH OF A 6-INCH
 HX3133'PINE TREE.  ABOUT 3 FEET LOWER THAN STATION.
 HX3133'
 HX3133'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---CREWS 1944 NO 3
 HX3133'1976---, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 HX3133'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 41 FEET SOUTH OF AN
 HX3133'18-INCH TREE AND IS ABOUT 5 FEET LOWER THAN THE STATION.
 HX3133'
 HX3133'AZIMUTH MARK IS A STANDARD DISK STAMPED---CREWS 1944---, SET IN THE
 HX3133'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HX3133'2 INCHES.
 HX3133'
 HX3133'HEIGHT OF LIGHT ABOVE MARK WAS 26.6 METERS.
 HX3133'NO MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 3 DUE TO DIFFICULT
 HX3133'TERRAIN.
 HX3133'
 HX3133'WEED USGS 1944 WAS FOUND WITH THE TOP OF THE MONUMENT MISSING.
 HX3133'NO EVIDENCE OF THE DISK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1299 ***********************************************************************
 GX1299  DESIGNATION -  CROZER LAND ASSN
 GX1299  PID         -  GX1299
 GX1299  STATE/COUNTY-  WV/MCDOWELL
 GX1299  USGS QUAD   -  KEYSTONE (1976)
 GX1299
 GX1299                         *CURRENT SURVEY CONTROL
 GX1299  ___________________________________________________________________
 GX1299* NAD 83(1986)-  37 23 14.     (N)    081 24 25.     (W)     SCALED    
 GX1299* NAVD 88     -       585.15   (+/-2cm)    1919.8    (feet)  VERTCON   
 GX1299  ___________________________________________________________________
 GX1299  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GX1299
 GX1299  VERT ORDER  -  ? (See Below)
 GX1299
 GX1299.The horizontal coordinates were scaled from a topographic map and have
 GX1299.an estimated accuracy of +/- 6 seconds.
 GX1299
 GX1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX1299.The vertical order pertains to the NGVD 29 superseded value.
 GX1299
 GX1299.The geoid height was determined by GEOID03.
 GX1299
 GX1299;                    North         East    Units  Estimated Accuracy
 GX1299;SPC WV S     -    43,060.      563,960.      MT  (+/- 180 meters Scaled)
 GX1299
 GX1299                          SUPERSEDED SURVEY CONTROL
 GX1299
 GX1299  NGVD 29 (??/??/92)  585.270  (m)         1920.17   (f) ADJ UNCH    ?  
 GX1299
 GX1299.Superseded values are not recommended for survey control.
 GX1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1299.See file dsdata.txt to determine how the superseded data were derived.
 GX1299
 GX1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB639379(NAD 83)
 GX1299_MARKER: DD = SURVEY DISK
 GX1299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1299_SP_SET: BUILDING
 GX1299_STAMPING: CROZER LAND ASSN 1935
 GX1299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1299
 GX1299  HISTORY     - Date     Condition        Report By
 GX1299  HISTORY     - 1935     MONUMENTED       LOCSUR
 GX1299  HISTORY     - 1958     GOOD             NGS
 GX1299
 GX1299                          STATION DESCRIPTION
 GX1299
 GX1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1299'1.5 MI S FROM UPLAND.
 GX1299'ABOUT 1.5 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1299'FROM THE ELKHORN DISTRICT HIGH SCHOOL AT UPLAND, AT THE CROZER
 GX1299'LAND ASSN. OFFICE AND STORE, SET IN THE TOP OF THE SMALL PORCH AT
 GX1299'THE OFFICE ENTRANCE ON THE RAILROAD SIDE OF THE BUILDING, 25
 GX1299'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 2 FEET NORTHEAST
 GX1299'OF THE EAST EDGE OF THE OFFICE DOOR, 1/2 FOOT WEST OF THE EAST
 GX1299'EDGE OF THE PORCH, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2956 ***********************************************************************
 HX2956  DESIGNATION -  CRUMMIS
 HX2956  PID         -  HX2956
 HX2956  STATE/COUNTY-  WV/CALHOUN
 HX2956  USGS QUAD   -  MILLSTONE (1965)
 HX2956
 HX2956                         *CURRENT SURVEY CONTROL
 HX2956  ___________________________________________________________________
 HX2956* NAD 83(1995)-  38 46 22.93302(N)    081 03 55.42367(W)     ADJUSTED  
 HX2956* NAVD 88     -       438.2    (meters)    1438.     (feet)  VERTCON   
 HX2956  ___________________________________________________________________
 HX2956  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 HX2956  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HX2956
 HX2956  HORZ ORDER  -  SECOND
 HX2956
 HX2956.The horizontal coordinates were established by classical geodetic methods
 HX2956.and adjusted by the National Geodetic Survey in April 1998..
 HX2956
 HX2956.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2956
 HX2956.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2956
 HX2956.The geoid height was determined by GEOID03.
 HX2956
 HX2956;                    North         East     Units Scale Factor Converg.
 HX2956;SPC WV S     -   196,794.901   594,317.096   MT  0.99997836   -0 02 25.5
 HX2956;UTM  17      - 4,291,592.771   494,319.246   MT  0.99960040   -0 02 27.4
 HX2956
 HX2956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2956!SPC WV S     -   0.99993643  x   0.99997836  =   0.99991479
 HX2956!UTM  17      -   0.99993643  x   0.99960040  =   0.99953686
 HX2956
 HX2956|---------------------------------------------------------------------|
 HX2956| PID    Reference Object                     Distance      Geod. Az  |
 HX2956|                                                           dddmmss.s |
 HX2956| DC4042 CRUMMIS RM 1                         17.667 METERS 11924     |
 HX2956| DC4043 CRUMMIS RM 2                         19.828 METERS 32152     |
 HX2956| DC4041 CRUMMIS AZ MK                                      3430106.5 |
 HX2956|---------------------------------------------------------------------|
 HX2956
 HX2956                          SUPERSEDED SURVEY CONTROL
 HX2956
 HX2956  NAD 83(1986)-  38 46 22.93919(N)    081 03 55.43181(W) AD(       ) 2
 HX2956  NAD 27      -  38 46 22.60970(N)    081 03 56.03040(W) AD(       ) 2
 HX2956  NGVD 29 (07/19/86)  438.4    (m)         1438.     (f) VERT ANG       
 HX2956
 HX2956.Superseded values are not recommended for survey control.
 HX2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2956.See file dsdata.txt to determine how the superseded data were derived.
 HX2956
 HX2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC9431991593(NAD 83)
 HX2956_MARKER: DS = TRIANGULATION STATION DISK
 HX2956_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX2956_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX2956
 HX2956  HISTORY     - Date     Condition        Report By
 HX2956  HISTORY     - 1956     MONUMENTED       CGS
 HX2956  HISTORY     - 1960     GOOD             LOCENG
 HX2956  HISTORY     - 1961     GOOD             CGS
 HX2956
 HX2956                          STATION DESCRIPTION
 HX2956
 HX2956'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2956'THE STATION IS LOCATED ON A HIGH TIMBERED COVERED HILL, THAT IS
 HX2956'LOCATED ABOUT 11 MILES SOUTH
 HX2956'OF GRANTSVILLE AND 2 MILES SOUTH OF SAND RIDGE, POST OFFICE.  IT IS 2
 HX2956'FEET SOUTH OF A WITNESS POST AND 13
 HX2956'FEET SOUTHWEST OF AN OLD RAIL FENCE.  THE MARK PROJECTS
 HX2956'ABOUT 12 INCHES AND THE DISK IS STAMPED CRUMMIS
 HX2956'1956.
 HX2956'
 HX2956'REFERENCE MARK NO. 1 IS 8 FEET SOUTHWEST OF AN OLD RAIL FENCE.  THE
 HX2956'MARK PROJECTS ABOUT 12 INCHES
 HX2956'AND THE DISK IS STAMPED CRUMMIS NO 1 1956.
 HX2956'
 HX2956'REFERENCE MARK NO. 2 IS 9 FEET NORTH OF AN OLD RAIL FENCE.  THE MARK
 HX2956'PROJECTS ABOUT 12 INCHES
 HX2956'AND THE DISK IS STAMPED CRUMMIS NO 2 1956.
 HX2956'
 HX2956'AZIMUTH MARK IS 11 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVEL
 HX2956'ROAD, 11 FEET EAST OF THE
 HX2956'APPROXIMATE CENTER OF A DRIVEWAY AND WOODEN BRIDGE AND 1 FOOT WEST OF
 HX2956'A WITNESS POST.  THE MARK
 HX2956'PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED CRUMMIS
 HX2956'1956.
 HX2956'
 HX2956'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 33 AND 119 AND
 HX2956'STATE HIGHWAY 16 THAT IS ABOUT
 HX2956'15 MILES EAST OF SPENCER.  GO SOUTH ON STATE HIGHWAY 16 FOR 2.0
 HX2956'MILES TO A SIDE ROAD LEFT, TURN
 HX2956'LEFT AND GO EASTERLY ON GRAVEL ROAD FOR 0.6 MILE TO
 HX2956'A T INTERSECTION.  (TURN LEFT AND GO EASTERLY ON
 HX2956'GRAVEL ROAD FOR 1.65 MILES TO A
 HX2956'WOODEN BRIDGE ON RIGHT AND AZIMUTH MARK AT THE NORTHEAST CORNER OF
 HX2956'BRIDGE.) TURN RIGHT AT T
 HX2956'INTERSECTION AND GO SOUTHERLY ON MAIN TRAVEL ROAD FOR 2.25 MILES TO A
 HX2956'DRIVEWAY ON LEFT, TURN LEFT ON
 HX2956'DRIVEWAY AND GO EASTERLY FOR 0.05 MILE TO HOUSE, KEEP TO
 HX2956'THE RIGHT OF HOUSE AND PASS THROUGH WIRE
 HX2956'GATE AND GO NORTH AND THEN EASTERLY ON BULLDOZED
 HX2956'ROAD TO WIRE GATE AT TOP OF HILL, PASS THROUGH WIRE GATE
 HX2956'AND CONTINUE EASTERLY ON
 HX2956'BULLDOZED ROAD FOR 0.5 MILE TO A GAS-WELL SITE ON RIGHT AND END OF
 HX2956'TRUCK TRAVEL.  FROM HERE PACK
 HX2956'NORTHERLY UP HILL TO A FENCE, TURN LEFT AND FOLLOW FENCE TO AN OLD
 HX2956'RAIL FENCE RUNNING NORTHERLY,
 HX2956'FOLLOW OLD RAIL FENCE NORTH TO TOP OF HILL AND STATION
 HX2956'ON LEFT OR WEST SIDE OF RAIL FENCE.
 HX2956'
 HX2956'HEIGHT OF LIGHT ABOVE STATION MARK 17.91 METERS.
 HX2956
 HX2956                          STATION RECOVERY (1960)
 HX2956
 HX2956'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (PEB)
 HX2956'RECOVERED BY HOPE NAT GAS CO
 HX2956'
 HX2956'STATION STAMPED CRUMMIS 1956 FOUND IN
 HX2956'EXCELLENT CONDITION.  THE GAS WELL REFERRED TO
 HX2956'IN DESCRIPTION IS HOPE NATURAL GAS CO WELL NO 10010.
 HX2956
 HX2956                          STATION RECOVERY (1961)
 HX2956
 HX2956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2956'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HX2956'CONDITION.  A CHECK WAS
 HX2956'MADE OF THE DISTANCE AND DIRECTION TO THE MARKS AND
 HX2956'FOUND TO BE CORRECT.
 HX2956'
 HX2956'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1047 ***********************************************************************
 JX1047  DESIGNATION -  CULL
 JX1047  PID         -  JX1047
 JX1047  STATE/COUNTY-  WV/PLEASANTS
 JX1047  USGS QUAD   -  ELLENBORO (1975)
 JX1047
 JX1047                         *CURRENT SURVEY CONTROL
 JX1047  ___________________________________________________________________
 JX1047* NAD 83(1995)-  39 20 15.37425(N)    081 04 31.82741(W)     ADJUSTED  
 JX1047* NAVD 88     -       367.747  (meters)    1206.52   (feet)  ADJUSTED  
 JX1047  ___________________________________________________________________
 JX1047  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 JX1047  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JX1047  DYNAMIC HT  -         367.522 (meters)    1205.78  (feet)  COMP
 JX1047  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 JX1047
 JX1047  HORZ ORDER  -  FIRST
 JX1047  VERT ORDER  -  SECOND    CLASS 0
 JX1047
 JX1047.The horizontal coordinates were established by classical geodetic methods
 JX1047.and adjusted by the National Geodetic Survey in April 1998..
 JX1047
 JX1047.The orthometric height was determined by differential leveling
 JX1047.and adjusted by the National Geodetic Survey in June 1991..
 JX1047
 JX1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1047
 JX1047.The geoid height was determined by GEOID03.
 JX1047
 JX1047.The dynamic height is computed by dividing the NAVD 88
 JX1047.geopotential number by the normal gravity value computed on the
 JX1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1047.degrees latitude (g = 980.6199 gals.).
 JX1047
 JX1047.The modeled gravity was interpolated from observed gravity values.
 JX1047
 JX1047;                    North         East     Units Scale Factor Converg.
 JX1047;SPC WV N     -    94,179.008   464,183.692   MT  0.99995334   -1 00 17.3
 JX1047;SPC OH S     -   149,460.233   722,797.173   MT  0.99993624   +0 54 13.9
 JX1047;UTM  17      - 4,354,244.663   493,492.848   MT  0.99960052   -0 02 52.3
 JX1047
 JX1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1047!SPC WV N     -   0.99994760  x   0.99995334  =   0.99990094
 JX1047!SPC OH S     -   0.99994760  x   0.99993624  =   0.99988384
 JX1047!UTM  17      -   0.99994760  x   0.99960052  =   0.99954814
 JX1047
 JX1047|---------------------------------------------------------------------|
 JX1047| PID    Reference Object                     Distance      Geod. Az  |
 JX1047|                                                           dddmmss.s |
 JX1047| CC9816 CULL RM 1                            35.720 METERS 03142     |
 JX1047| CC9815 CULL AZ MK                                         0404216.2 |
 JX1047| JX2109 PLEASANTS RADIO KQN 31 N MAST       APPROX.10.5 KM 2500538.9 |
 JX1047| JX2107 MC CULLOUGH USGS 1944                 1.273 METERS 27522     |
 JX1047|---------------------------------------------------------------------|
 JX1047
 JX1047                          SUPERSEDED SURVEY CONTROL
 JX1047
 JX1047  NAD 83(1986)-  39 20 15.37919(N)    081 04 31.83535(W) AD(       ) 1
 JX1047  NAD 27      -  39 20 15.10520(N)    081 04 32.43750(W) AD(       ) 1
 JX1047  NGVD 29 (??/??/92)  367.914  (m)         1207.06   (f) ADJ UNCH    2 0
 JX1047
 JX1047.Superseded values are not recommended for survey control.
 JX1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1047.See file dsdata.txt to determine how the superseded data were derived.
 JX1047
 JX1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9349354245(NAD 83)
 JX1047_MARKER: DS = TRIANGULATION STATION DISK
 JX1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1047_STAMPING: CULL 1944
 JX1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1047+STABILITY: SURFACE MOTION
 JX1047
 JX1047  HISTORY     - Date     Condition        Report By
 JX1047  HISTORY     - 1944     MONUMENTED       CGS
 JX1047  HISTORY     - 1957     GOOD             NGS
 JX1047  HISTORY     - 1963     GOOD             CGS
 JX1047
 JX1047                          STATION DESCRIPTION
 JX1047
 JX1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1047'STATION IS LOCATED ABOUT 9 MILES NW OF PENNSBORO, ON A CLEARED HILL
 JX1047'OWNED BY WILLIAM
 JX1047'MCCULLOUGH WHO LIVES ABOUT 500 FEET W OF THE STATION.  IT IS 13
 JX1047'FEET N OF A WOODEN WITNESS
 JX1047'POST.  THE DISK IS STAMPED CULL 1944
 JX1047'AND PROJECTS ABOUT 2 INCHES.
 JX1047'
 JX1047'SURFACE, UNDERGROUND, REFERENCE MARK 1, AND AZIMUTH MARK
 JX1047'ARE BRONZE DISKS
 JX1047'SET IN CONCRETE.
 JX1047'
 JX1047'REFERENCE MARK 1 IS 118.39 FEET (SLOPE DISTANCE) NE OF THE
 JX1047'STATION, 2 FEET S
 JX1047'OF AN OLD BOARD FENCE, AND ABOUT 15 FEET LOWER
 JX1047'IN ELEVATION THAN THE STATION MARK.
 JX1047'IT IS STAMPED CULL NO 1
 JX1047'1944 AND PROJECTS ABOUT 3 INCHES.
 JX1047'
 JX1047'REFERENCE MARK 2 (MCCULLOUGH (U.S.G.S.) IS 4.20 FEET W OF
 JX1047'THE STATION.  THE
 JX1047'DISK IS A U.S. GEOLOGICAL SURVEY STANDARD DISK
 JX1047'SET IN A DRILL HOLE IN A LIMESTONE
 JX1047'POST THAT IS 8 INCHES SQUARE
 JX1047'AND PROJECTS 12 INCHES.  THE DISK IS NOT STAMPED.
 JX1047'
 JX1047'AZIMUTH MARK IS NE OF THE STATION, 13 FEET S OF AN 18-INCH
 JX1047'OAK TREE, ABOUT
 JX1047'150 YARDS NNW OF AN OLD UNPAINTED BARN, 3 FEET W
 JX1047'OF A N-S FENCELINE, AND 2.5 FEET S
 JX1047'OF A WOODEN WITNESS POST.
 JX1047'IT IS STAMPED CULL 1944 AND PROJECTS ABOUT 2 INCHES.
 JX1047'
 JX1047'TO REACH THE STATION FROM ST. MARYS POST OFFICE, GO N AND E
 JX1047'ON U.S. HIGHWAY 50
 JX1047'N FOR 9.65 MILES TO A CROSS ROAD AT THE PLEASANT-RITCHIE
 JX1047'COUNTY LINE, HERE TURN LEFT ON A
 JX1047'GRAVELED ROAD AND GO 1.1
 JX1047'MILES TO A DIRT T-ROAD LEFT, HERE TURN LEFT AND GO
 JX1047'0.5 MILE TO A
 JX1047'POLE GATE ON THE RIGHT, PASS THROUGH GATE AND GO 0.2 MILE TO THE
 JX1047'FOOT OF THE
 JX1047'RIDGE.* HERE TURN SHARP LEFT UP HILL AND GO 0.05 MILE
 JX1047'TO ANOTHER POLE GATE, PASS
 JX1047'THROUGH GATE AND CONTINUE ON FOR ABOUT
 JX1047'125 FEET TO THE SUMMIT OF THE HILL AND
 JX1047'STATION.
 JX1047'
 JX1047'*TO REACH THE AZIMUTH MARK FROM THE FOOT OF THE RIDGE, CONTINUE
 JX1047'N ON A TRACK ROAD
 JX1047'FOR 0.15 MILE TO THE OLD UNPAINTED BARN
 JX1047'ON THE RIGHT, CONTINUE N FOR ABOUT
 JX1047'150 FEET TO A N-S FENCELINE,
 JX1047'HERE TURN RIGHT ALONG THE W SIDE OF FENCE FOR ABOUT
 JX1047'80 YARDS
 JX1047'TO THE MARK ON THE RIGHT.
 JX1047'
 JX1047'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JX1047
 JX1047                          STATION RECOVERY (1957)
 JX1047
 JX1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 JX1047'3.2 MI NE FROM FINCH.
 JX1047'ABOUT 1.4 MILES NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 50 FROM
 JX1047'MT. OLIVET METHODIST CHURCH AT FINCH, THENCE ABOUT 1.1 MILES
 JX1047'NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.5 MILE NORTHEAST
 JX1047'AND NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.1 MILE NORTH ACROSS
 JX1047'A FIELD TO THE TOP OF A HIGH HILL AND IN A SMALL CULTIVATED
 JX1047'FIELD, ABOUT 0.15 MILE EAST-NORTHEAST OF AN ABANDONED FARM HOUSE,
 JX1047'ABOUT 28 YARDS SOUTH OF A LONE 24-INCH APPLE TREE, ABOUT 28 YARDS
 JX1047'EAST-NORTHEAST OF A LINE 7-INCH PINE TREE, 4 1/4 FEET EAST OF
 JX1047'BM (USGS) AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 JX1047'THE GROUND.
 JX1047
 JX1047                          STATION RECOVERY (1963)
 JX1047
 JX1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1047'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JX1047'DIRECTION TO REFERENCE MARK 1 WAS 3
 JX1047'MINUTES AND 16 SECONDS LOWER THAN THE PREVIOUS MEASUREMENT AND THE
 JX1047'DISTANCE WAS 1.20 FEET SHORTER.
 JX1047'THE DIRECTION TO REFERENCE MARK 2 CHECKED BUT THE DISTANCE
 JX1047'WAS 0.04 OF A FOOT SHORTER.  THE DISTANCE TO THE
 JX1047'AZIMUTH MARK CHECKED BUT THE DIRECTION
 JX1047'WAS FOUND TO BE 39.4 SECONDS HIGHER THAN THE PREVIOUS MEASUREMENT.
 JX1047'DUE TO CHANGES A NEW
 JX1047'DESCRIPTION FOLLOWS.
 JX1047'
 JX1047'THE STATION IS ABOUT 8 MILES SOUTHEAST OF ST. MARYS, 9 MILES
 JX1047'NORTHWEST OF PENNSBORO AND ON
 JX1047'THE PROPERTY OF THE WILLIAM MCCULLOUGH ESTATE.  IT IS 4 FEET EAST OF
 JX1047'A WITNESS POST AND 93 FEET
 JX1047'NORTHEAST OF A 14 INCH PINE TREE.  THE MONUMENT PROJECTS 1 INCH AND
 JX1047'THE DISK IS STAMPED CULL 1944.
 JX1047'
 JX1047'TO REACH FROM THE JUNCTION OF U.S. ALTERNATE HIGHWAY 50 AND STATE
 JX1047'HIGHWAYS 2 AND 16 IN THE NORTH
 JX1047'EDGE OF ST. MARYS, GO EASTERLY ON U.S. ALTERNATE HIGHWAY 50 AND STATE
 JX1047'HIGHWAY 16 FOR 8.65 MILES TO A
 JX1047'CROSSROAD AT THE RITCHIE-PLEASANTS COUNTY LINE.  TURN LEFT
 JX1047'AND GO EAST-NORTHEAST ON A GRAVELED ROAD
 JX1047'FOR 1.15 MILES TO A SIDE ROAD LEFT AND BENCH
 JX1047'MARK Q 131 ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON A
 JX1047'GRAVELED ROAD FOR 0.55 MILE TO A
 JX1047'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON A ROUGH DIRT ROAD
 JX1047'FOR 0.15 MILE TO A DIM TRACK ROAD
 JX1047'LEFT LEADING UP A HILL.* TURN LEFT AND GO NORTH UP STEEP HILL ON THE
 JX1047'DIM TRACK ROAD FOR 0.15 MILE TO
 JX1047'THE TOP OF THE HILL AND THE STATION.
 JX1047'
 JX1047'*TO REACH THE AZIMUTH FROM THIS POINT CONTINUE NORTHEAST ON THE DIRT
 JX1047'ROAD FOR 0.15 MILE TO THE
 JX1047'AZIMUTH MARK ON THE RIGHT.
 JX1047'
 JX1047'REFERENCE MARK 1 IS 8 FEET SOUTH OF A WIRE FENCE, 11 FEET EAST OF A
 JX1047'12 INCH ASH TREE AND 117
 JX1047'FEET NORTHEAST OF THE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 JX1047'AND THE DISK IS STAMPED CULL NO 1
 JX1047'1944.
 JX1047'
 JX1047'MCCULLOUGH (USGS) R.M. 2 IS A U.S. GEOLOGICAL SURVEY STATION MARK
 JX1047'DISK, NOT STAMPED, SET IN THE TOP
 JX1047'OF AN 8 BY 8 INCH CONCRETE POST, AND PROJECTING 12 INCHES.  IT IS 3
 JX1047'FEET SOUTH OF THE WITNESS POST AND
 JX1047'90 FEET NORTHEAST OF A 14 INCH PINE TREE.
 JX1047'
 JX1047'BENCH MARK Q 131 IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 JX1047'SET IN THE TOP OF A 12 INCH
 JX1047'CONCRETE POST PROJECTING 1 INCH.  IT IS 1 FOOT NORTH OF A WIRE FENCE,
 JX1047'1 FOOT NORTH OF A WITNESS POST AND 47
 JX1047'FEET NORTHWEST OF A T-ROAD INTERSECTION.  THE DISK IS
 JX1047'STAMPED Q 131 1957.
 JX1047'
 JX1047'THE AZIMUTH MARK IS 1 FOOT WEST OF A WITNESS POST, 12 FEET SOUTH OF A
 JX1047'30 INCH OAK TREE, 97 FEET
 JX1047'NORTHEAST OF A 10 INCH PINE TREE AND 164 FEET NORTHEAST OF THE
 JX1047'CENTERLINE OF THE TRACK ROAD.  THE
 JX1047'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED CULL 1944.
 JX1047'
 JX1047'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1971 ***********************************************************************
 JX1971  DESIGNATION -  CULLEY
 JX1971  PID         -  JX1971
 JX1971  STATE/COUNTY-  WV/MARSHALL
 JX1971  USGS QUAD   -  CAMERON (1988)
 JX1971
 JX1971                         *CURRENT SURVEY CONTROL
 JX1971  ___________________________________________________________________
 JX1971* NAD 83(1995)-  39 48 17.10667(N)    080 33 05.04940(W)     ADJUSTED  
 JX1971* NAVD 88     -       483.     (meters)    1585.     (feet)  SCALED    
 JX1971  ___________________________________________________________________
 JX1971  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 JX1971  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JX1971
 JX1971  HORZ ORDER  -  SECOND
 JX1971
 JX1971.The horizontal coordinates were established by classical geodetic methods
 JX1971.and adjusted by the National Geodetic Survey in April 1998..
 JX1971
 JX1971.The orthometric height was scaled from a topographic map.
 JX1971
 JX1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1971
 JX1971.The geoid height was determined by GEOID03.
 JX1971
 JX1971;                    North         East     Units Scale Factor Converg.
 JX1971;SPC WV N     -   145,377.737   509,968.437   MT  0.99994559   -0 40 14.0
 JX1971;SPC PA S     -    56,148.903   360,132.293   MT  1.00002259   -1 49 03.1
 JX1971;SPC PA S     -   184,215.19  1,181,534.03   sFT  1.00002259   -1 49 03.1
 JX1971;UTM  17      - 4,406,183.189   538,401.048   MT  0.99961815   +0 17 13.9
 JX1971
 JX1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1971!SPC WV N     -   0.99992948  x   0.99994559  =   0.99987508
 JX1971!SPC PA S     -   0.99992948  x   1.00002259  =   0.99995207
 JX1971!UTM  17      -   0.99992948  x   0.99961815  =   0.99954766
 JX1971
 JX1971:                Primary Azimuth Mark                     Grid Az
 JX1971:SPC WV N     -  CULLEY AZ MK                             032 06 21.7
 JX1971:SPC PA S     -  CULLEY AZ MK                             033 15 10.8
 JX1971:UTM  17      -  CULLEY AZ MK                             031 08 53.8
 JX1971
 JX1971|---------------------------------------------------------------------|
 JX1971| PID    Reference Object                     Distance      Geod. Az  |
 JX1971|                                                           dddmmss.s |
 JX1971| CX4365 CULLEY AZ MK                                       0312607.7 |
 JX1971| JX1970 HANNA COAL CO MARK NEAR CULLEY        4.024 METERS 04630     |
 JX1971| CX4366 CULLEY RM 1                          18.771 METERS 29529     |
 JX1971|---------------------------------------------------------------------|
 JX1971
 JX1971                          SUPERSEDED SURVEY CONTROL
 JX1971
 JX1971  NAD 83(1986)-  39 48 17.11337(N)    080 33 05.05732(W) AD(       ) 2
 JX1971  NAD 27      -  39 48 16.83070(N)    080 33 05.78850(W) AD(       ) 2
 JX1971
 JX1971.Superseded values are not recommended for survey control.
 JX1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1971.See file dsdata.txt to determine how the superseded data were derived.
 JX1971
 JX1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE3840106183(NAD 83)
 JX1971_MARKER: DS = TRIANGULATION STATION DISK
 JX1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1971_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1971
 JX1971  HISTORY     - Date     Condition        Report By
 JX1971  HISTORY     - 1963     MONUMENTED       CGS
 JX1971
 JX1971                          STATION DESCRIPTION
 JX1971
 JX1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1971'NO MEASUREMENT BETWEEN RMS BECAUSE OF DIFFERENCE IN ELEVATION.
 JX1971'
 JX1971'THE STATION IS LOCATED ON A HIGH ROUND TOP HILL KNOWN AS CULLEY HILL.
 JX1971'IT IS 1-1/2 MILES SOUTH
 JX1971'SOUTHEAST OF CAMERON, ABOUT 1-1/2 MILES WEST OF THE PENNSYLVANIA-WEST
 JX1971'VIRGINIA STATE LINE, 300 FEET EAST OF
 JX1971'US HIGHWAY 250 AND ON THE PROPERTY OF MR. WILLIAM MATHEWS.
 JX1971'IT IS 54 FEET EAST OF THE WEST SLOPE OF THE
 JX1971'HILL AND 47 FEET SOUTH OF THE
 JX1971'NORTH SLOPE OF THE HILL.  THE MONUMENT PROJECTS 3 INCHES AND
 JX1971'THE DISK IS STAMPED CULLEY 1963.
 JX1971'
 JX1971'TO REACH THE STATION FROM THE ROAD ROAD DEPOT IN CAMERON, GO
 JX1971'SOUTHEASTERLY ON US HIGHWAY
 JX1971'250 FOR 1.85 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 JX1971'SOUTHERLY 0.85 MILE TO A LARGE
 JX1971'WHITE HOUSE ON THE RIGHT.  CONTINUE SOUTHERLY FOR 0.2 MILE TO THE
 JX1971'STATION ON THE LEFT.
 JX1971'
 JX1971'HANNA COAL CO. MARK IS A 1 INCH STEEL PIN SET IN THE TOP OF A 6 INCH
 JX1971'SQUARE CONCRETE POST THAT
 JX1971'PROJECTS 6 INCHES AND WAS ESTABLISHED BY HANNA COAL COMPANY SURVEY.
 JX1971'IT IS 34 FEET SOUTH OF THE NORTH
 JX1971'SLOPE OF THE HILL, 54 FEET EAST OF THE WEST SLOPE OF THE HILL.
 JX1971'
 JX1971'REFERENCE MARK 1 IS SET IN OUTCROPPING BEDROCK ON THE WEST SLOPE OF
 JX1971'THE HILL.  IT IS FLUSH AND THE
 JX1971'DISK IS STAMPED CULLEY NO 1 1963.
 JX1971'
 JX1971'THE AZIMUTH MARK IS 159 FEET SOUTHEAST OF THE CENTERLINE OF US
 JX1971'HIGHWAY 250, 2 FEET SOUTHEAST
 JX1971'OF A POWERLINE POLE AND A WITNESS POST.  THE DISK IS A STANDARD USGS
 JX1971'STATION MARK DISK SET IN THE TOP OF
 JX1971'AN 8 INCH CONCRETE POST THAT PROJECTS 8 INCHES.  THE DISK
 JX1971'IS STAMPED POWER POLE 1957.
 JX1971'
 JX1971'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1507 ***********************************************************************
 JW1507  DESIGNATION -  CUMBERLAND MUNICIPAL APT BCN 1
 JW1507  PID         -  JW1507
 JW1507  STATE/COUNTY-  WV/MINERAL
 JW1507  USGS QUAD   -  CRESAPTOWN (1974)
 JW1507
 JW1507                         *CURRENT SURVEY CONTROL
 JW1507  ___________________________________________________________________
 JW1507* NAD 83(1995)-  39 37 06.71361(N)    078 46 18.55244(W)     ADJUSTED  
 JW1507* NAVD 88     -                                                        
 JW1507  ___________________________________________________________________
 JW1507  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 JW1507  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JW1507
 JW1507  HORZ ORDER  -  THIRD
 JW1507
 JW1507.This mark is at Greater Cumberland Regional Airport (CBE)
 JW1507
 JW1507.The horizontal coordinates were established by classical geodetic methods
 JW1507.and adjusted by the National Geodetic Survey in April 1998..
 JW1507
 JW1507
 JW1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1507
 JW1507.The geoid height was determined by GEOID03.
 JW1507
 JW1507;                    North         East     Units Scale Factor Converg.
 JW1507;SPC WV N     -   124,429.605   662,522.332   MT  0.99994075   +0 27 51.9
 JW1507;SPC MD       -   218,151.752   247,863.285   MT  1.00003383   -1 06 43.4
 JW1507;SPC MD       -   715,719.54    813,198.13   sFT  1.00003383   -1 06 43.4
 JW1507;UTM  17      - 4,387,791.491   691,260.003   MT  1.00005039   +1 25 16.6
 JW1507
 JW1507                          SUPERSEDED SURVEY CONTROL
 JW1507
 JW1507  NAD 83(1995)-  39 37 06.71407(N)    078 46 18.55322(W) AD(       ) 4
 JW1507  NAD 83(1986)-  39 37 06.71720(N)    078 46 18.55952(W) AD(       ) 4
 JW1507  NAD 27      -  39 37 06.40100(N)    078 46 19.49500(W) AD(       ) 3
 JW1507
 JW1507.Superseded values are not recommended for survey control.
 JW1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1507.See file dsdata.txt to determine how the superseded data were derived.
 JW1507
 JW1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9126087791(NAD 83)
 JW1507_MARKER: 21 = AIRPORT BEACON
 JW1507
 JW1507  HISTORY     - Date     Condition        Report By
 JW1507  HISTORY     - 1955     FIRST OBSERVED   CGS
 JW1507  HISTORY     - 1979     GOOD             NGS
 JW1507  HISTORY     - 19890615 GOOD             NGS
 JW1507
 JW1507                          STATION DESCRIPTION
 JW1507
 JW1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 JW1507'THE STATION IS ABOUT 2-1/2 MILES SOUTH OF THE CENTER OF CUMBERLAND
 JW1507'AND 0.25 MILE NORTHWEST OF
 JW1507'THE NORTHWEST EDGE OF THE AIRPORT.  IT IS A FOUR-LEGGED STEEL TOWER
 JW1507'WITH A REVOLVING LIGHT AT ITS
 JW1507'TOP, AND ABOUT 60 FEET HIGH.  THE POINT OBSERVED WAS
 JW1507'THE CENTER OF THE LIGHT.
 JW1507
 JW1507                          STATION RECOVERY (1979)
 JW1507
 JW1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (EEE)
 JW1507'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JW1507'
 JW1507'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CUMBERLAND
 JW1507'MUNICIPAL AIRPORT.
 JW1507
 JW1507                          STATION RECOVERY (1989)
 JW1507
 JW1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JW1507'THE STATION IS ABOUT 2.5 MILES (4.0 KM) SOUTH FROM THE CENTER OF
 JW1507'CUMBERLAND AND 0.25 MILES (0.40 KM) NORTHWEST FROM THE NORTHWEST EDGE
 JW1507'OF THE AIRPORT.  IT IT IS A FOUR-LEGGED STEEL TOWER WITH A STANDARD
 JW1507'GREEN AND WHITE LIGHT AT THE TOP, AND ABOUT 60 FT (18.3 M) HIGH.  THE
 JW1507'POINT OBSERVED WAS THE CENTER OF THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3145 ***********************************************************************
 HX3145  DESIGNATION -  CUSTER
 HX3145  PID         -  HX3145
 HX3145  STATE/COUNTY-  WV/PUTNAM
 HX3145  USGS QUAD   -  WINFIELD (1989)
 HX3145
 HX3145                         *CURRENT SURVEY CONTROL
 HX3145  ___________________________________________________________________
 HX3145* NAD 83(1995)-  38 35 21.58888(N)    081 58 40.36202(W)     ADJUSTED  
 HX3145* NAVD 88     -       299.6    (meters)     983.     (feet)  VERTCON   
 HX3145  ___________________________________________________________________
 HX3145  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 HX3145  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX3145
 HX3145  HORZ ORDER  -  FIRST
 HX3145
 HX3145.The horizontal coordinates were established by classical geodetic methods
 HX3145.and adjusted by the National Geodetic Survey in April 1998..
 HX3145
 HX3145.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3145
 HX3145.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3145
 HX3145.The geoid height was determined by GEOID03.
 HX3145
 HX3145;                    North         East     Units Scale Factor Converg.
 HX3145;SPC WV S     -   176,849.893   514,808.217   MT  0.99995059   -0 36 16.3
 HX3145;UTM  17      - 4,271,659.055   414,835.578   MT  0.99968932   -0 36 35.9
 HX3145
 HX3145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3145!SPC WV S     -   0.99995825  x   0.99995059  =   0.99990884
 HX3145!UTM  17      -   0.99995825  x   0.99968932  =   0.99964758
 HX3145
 HX3145:                Primary Azimuth Mark                     Grid Az
 HX3145:SPC WV S     -  DOUGLASS                                 013 42 06.2
 HX3145:UTM  17      -  DOUGLASS                                 013 42 25.8
 HX3145
 HX3145|---------------------------------------------------------------------|
 HX3145| PID    Reference Object                     Distance      Geod. Az  |
 HX3145|                                                           dddmmss.s |
 HX3145| HX3146 DOUGLASS                            APPROX.12.1 KM 0130549.9 |
 HX3145| DC4045 CUSTER RM 1                          23.723 METERS 07042     |
 HX3145| DC4046 CUSTER RM 2                          28.229 METERS 19252     |
 HX3145|---------------------------------------------------------------------|
 HX3145
 HX3145                          SUPERSEDED SURVEY CONTROL
 HX3145
 HX3145  NAD 83(1995)-  38 35 21.59371(N)    081 58 40.36916(W) AD(       ) 1
 HX3145  NAD 83(1986)-  38 35 21.59588(N)    081 58 40.36980(W) AD(       ) 1
 HX3145  NAD 27      -  38 35 21.28361(N)    081 58 40.87229(W) AD(       ) 1
 HX3145  NGVD 29 (07/19/86)  299.8    (m)          984.     (f) VERT ANG       
 HX3145
 HX3145.Superseded values are not recommended for survey control.
 HX3145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3145.See file dsdata.txt to determine how the superseded data were derived.
 HX3145
 HX3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC1483671659(NAD 83)
 HX3145_MARKER: DD = SURVEY DISK
 HX3145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3145_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HX3145
 HX3145  HISTORY     - Date     Condition        Report By
 HX3145  HISTORY     - 1976     MONUMENTED       NGS
 HX3145
 HX3145                          STATION DESCRIPTION
 HX3145
 HX3145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3145'THE STATION IS ABOUT 6 MILES NORTHWEST OF WINFIELD, 2 MILES
 HX3145'SOUTH OF BUFFALO, 1-1/4 MILES NORTHEAST OF THE KANAWHA RIVER,
 HX3145'ON WHAT IS LOCALLY KNOWN AS CUSTER RIDGE AND ON PROPERTY OF
 HX3145'MR. CHARLES RAYNES OF BUFFALO, WEST VIRGINIA.
 HX3145'
 HX3145'TO REACH THE STATION FROM THE POST OFFICE IN BUFFALO, GO SOUTH
 HX3145'ON STATE HIGHWAY 2 FOR 1.55 MILES TO A SIDE ROAD LEFT.  TURN
 HX3145'LEFT AND GO EASTERLY ON CUSTER RIDGE ROAD FOR 1.55 MILES TO
 HX3145'A FORK AND THE STATION ON THE RIGHT.
 HX3145'
 HX3145'STATION MARKS ARE STANDARD DISK STAMPED---CUSTER 1976---.
 HX3145'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HX3145'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 HX3145'IT IS 51 FEET WEST OF THE ROAD FORK, 37 FEET NORTH OF A
 HX3145'36-INCH WALNUT TREE AND 30 FEET SOUTH OF A 36-INCH
 HX3145'COTTONWOOD TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HX3145'MASS OF CONCRETE 36 INCHES BELOW THE GROUND.
 HX3145'
 HX3145'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---CUSTER NO 1
 HX3145'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HX3145'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 HX3145'36 FEET NORTHEAST OF THE ROAD FORK AND 1 FOOT NORTH OF A
 HX3145'METAL WITNESS POST.  ABOUT SAME ELEVATION AS STATION.
 HX3145'
 HX3145'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---CUSTER NO 2
 HX3145'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HX3145'MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS
 HX3145'113 FEET SOUTH-SOUTHWEST OF THE ROAD FORK, 60 FEET SOUTH
 HX3145'OF A 36-INCH WALNUT TREE AND 1.2 FEET WEST OF A METAL
 HX3145'WITNESS POST.  ABOUT THE SAME ELEVATION AS STATION.
 HX3145'
 HX3145'HEIGHT OF LIGHT ABOVE THE MARK IS 26.2 METERS.
 HX3145'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 HX3145'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO BRUSH AND
 HX3145'DIFFICULT TERRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3009 ***********************************************************************
 HX3009  DESIGNATION -  CUT
 HX3009  PID         -  HX3009
 HX3009  STATE/COUNTY-  WV/WIRT
 HX3009  USGS QUAD   -  REEDY (1975)
 HX3009
 HX3009                         *CURRENT SURVEY CONTROL
 HX3009  ___________________________________________________________________
 HX3009* NAD 83(1995)-  38 59 02.96478(N)    081 24 01.00313(W)     ADJUSTED  
 HX3009* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 HX3009  ___________________________________________________________________
 HX3009  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 HX3009  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HX3009
 HX3009  HORZ ORDER  -  SECOND
 HX3009
 HX3009.The horizontal coordinates were established by classical geodetic methods
 HX3009.and adjusted by the National Geodetic Survey in April 1998..
 HX3009
 HX3009.The orthometric height was scaled from a topographic map.
 HX3009
 HX3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3009
 HX3009.The geoid height was determined by GEOID03.
 HX3009
 HX3009;                    North         East     Units Scale Factor Converg.
 HX3009;SPC WV N     -    55,491.172   435,360.769   MT  1.00000303   -1 12 43.0
 HX3009;SPC WV S     -   220,304.873   565,316.878   MT  1.00002304   -0 14 50.8
 HX3009;UTM  17      - 4,315,094.644   465,331.382   MT  0.99961480   -0 15 06.6
 HX3009
 HX3009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3009!SPC WV N     -   0.99997160  x   1.00000303  =   0.99997463
 HX3009!SPC WV S     -   0.99997160  x   1.00002304  =   0.99999464
 HX3009!UTM  17      -   0.99997160  x   0.99961480  =   0.99958641
 HX3009
 HX3009:                Primary Azimuth Mark                     Grid Az
 HX3009:SPC WV N     -  CUT AZ MK                                023 19 13.3
 HX3009:SPC WV S     -  CUT AZ MK                                022 21 21.1
 HX3009:UTM  17      -  CUT AZ MK                                022 21 36.9
 HX3009
 HX3009|---------------------------------------------------------------------|
 HX3009| PID    Reference Object                     Distance      Geod. Az  |
 HX3009|                                                           dddmmss.s |
 HX3009| DC4047 CUT AZ MK                                          0220630.3 |
 HX3009| DC4048 CUT RM 1                             26.048 METERS 15404     |
 HX3009| DC4049 CUT RM 2                             27.908 METERS 27153     |
 HX3009|---------------------------------------------------------------------|
 HX3009
 HX3009                          SUPERSEDED SURVEY CONTROL
 HX3009
 HX3009  NAD 83(1986)-  38 59 02.97011(N)    081 24 01.00958(W) AD(       ) 2
 HX3009  NAD 27      -  38 59 02.67700(N)    081 24 01.57800(W) AD(       ) 2
 HX3009
 HX3009.Superseded values are not recommended for survey control.
 HX3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3009.See file dsdata.txt to determine how the superseded data were derived.
 HX3009
 HX3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6533115095(NAD 83)
 HX3009_MARKER: DS = TRIANGULATION STATION DISK
 HX3009_SETTING: 0 = UNSPECIFIED SETTING
 HX3009
 HX3009  HISTORY     - Date     Condition        Report By
 HX3009  HISTORY     - 1944     MONUMENTED       CGS
 HX3009
 HX3009                          STATION DESCRIPTION
 HX3009
 HX3009'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3009'STATION IS LOCATED ABOUT 6 MILES N OF THE VILLAGE OF REEDY, ON A
 HX3009'RIDGE, AT THE W SIDE OF STATE HIGHWAY
 HX3009'14 WHERE IT PASSES THROUGH A DEEP CUT.  IT IS ON
 HX3009'STATE HIGHWAY PROPERTY, 0.1 MILE
 HX3009'S OF REEDY CREEK, 76 FEET W OF
 HX3009'THE W RIM OF THE HIGHWAY CUT, 50 FEET SE OF DOUBLE
 HX3009'POWER-TRANSMISSION
 HX3009'LINE POLES WHICH ARE ON THE S BLUFF OF REEDY CREEK, AND
 HX3009'7 FEET E OF A
 HX3009'WITNESS POST.  THE DISK IS STAMPED CUT 1944 AND
 HX3009'PROJECTS ABOUT 2 INCHES ABOVE
 HX3009'THE GROUND.
 HX3009'
 HX3009'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3009'DISKS SET IN CONCRETE.
 HX3009'
 HX3009'REFERENCE MARK 1 IS 2 FEET W OF THE W RIM OF THE ROAD CUT
 HX3009'AND ABOUT 4 FEET
 HX3009'LOWER IN ELEVATION THAN THE STATION MARK.  IT
 HX3009'IS STAMPED CUT NO 1 1944 AND
 HX3009'PROJECTS ABOUT 5 INCHES ABOVE THE
 HX3009'GROUND.
 HX3009'
 HX3009'REFERENCE MARK 2 IS 20 FEET S OF A WELL-DEFINED BLUFF ON
 HX3009'THE S SIDE OF
 HX3009'REEDY CREEK.  IT IS STAMPED CUT NO 2 1944 AND
 HX3009'PROJECTS ABOUT 6 INCHES ABOVE
 HX3009'THE GROUND.
 HX3009'
 HX3009'AZIMUTH MARK IS 25 FEET E OF STATE HIGHWAY 14, 15 FEET N OF
 HX3009'A DRIVEWAY, AND 3
 HX3009'FEET S OF A WITNESS POST.  IT IS STAMPED CUT
 HX3009'1944 AND PROJECTS ABOUT 5 INCHES
 HX3009'ABOVE THE GROUND.
 HX3009'
 HX3009'TO REACH THE STATION FROM THE BRIDGE IN THE VILLAGE OF
 HX3009'REEDY, GO W ON
 HX3009'STATE HIGHWAY 14 FOR 9.6 MILES TO A SHARP CURVE
 HX3009'TO THE RIGHT AND THE END OF THE
 HX3009'GUARDRAIL ON THE LEFT.* TURN
 HX3009'LEFT, THEN RIGHT, ALONG THE EDGE OF THE BRUSH FOR
 HX3009'ABOUT 0.1 MILE
 HX3009'TO THE TOP OF THE RIDGE AND STATION.
 HX3009'
 HX3009'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE IN A N
 HX3009'DIRECTION ON STATE
 HX3009'HIGHWAY 14 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 HX3009'
 HX3009'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0654 ***********************************************************************
 HX0654  CBN         -  This is a Cooperative Base Network Control Station.
 HX0654  DESIGNATION -  D 1
 HX0654  PID         -  HX0654
 HX0654  STATE/COUNTY-  WV/POCAHONTAS
 HX0654  USGS QUAD   -  MINGO (1995)
 HX0654
 HX0654                         *CURRENT SURVEY CONTROL
 HX0654  ___________________________________________________________________
 HX0654* NAD 83(1995)-  38 23 01.68713(N)    080 02 05.85620(W)     ADJUSTED  
 HX0654* NAVD 88     -      1067.721  (meters)    3503.01   (feet)  ADJUSTED  
 HX0654  ___________________________________________________________________
 HX0654  X           -     866,430.551 (meters)                     COMP
 HX0654  Y           -  -4,931,365.173 (meters)                     COMP
 HX0654  Z           -   3,939,570.790 (meters)                     COMP
 HX0654  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 HX0654  ELLIP HEIGHT-        1037.22  (meters)          (04/23/01) GPS OBS
 HX0654  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HX0654  DYNAMIC HT  -        1066.819 (meters)    3500.06  (feet)  COMP
 HX0654  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 HX0654
 HX0654  HORZ ORDER  -  A
 HX0654  VERT ORDER  -  SECOND    CLASS 0
 HX0654  ELLP ORDER  -  FOURTH    CLASS I
 HX0654
 HX0654.The horizontal coordinates were established by GPS observations
 HX0654.and adjusted by the National Geodetic Survey in April 2001..
 HX0654
 HX0654.The orthometric height was determined by differential leveling
 HX0654.and adjusted by the National Geodetic Survey in June 1991..
 HX0654
 HX0654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX0654
 HX0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX0654
 HX0654.The ellipsoidal height was determined by GPS observations
 HX0654.and is referenced to NAD 83.
 HX0654
 HX0654.The geoid height was determined by GEOID03.
 HX0654
 HX0654.The dynamic height is computed by dividing the NAVD 88
 HX0654.geopotential number by the normal gravity value computed on the
 HX0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0654.degrees latitude (g = 980.6199 gals.).
 HX0654
 HX0654.The modeled gravity was interpolated from observed gravity values.
 HX0654
 HX0654;                    North         East     Units Scale Factor Converg.
 HX0654;SPC WV S     -   154,025.964   684,310.892   MT  0.99993171   +0 35 47.7
 HX0654;UTM  17      - 4,248,840.808   584,285.369   MT  0.99968749   +0 35 57.3
 HX0654
 HX0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX0654!SPC WV S     -   0.99983728  x   0.99993171  =   0.99976900
 HX0654!UTM  17      -   0.99983728  x   0.99968749  =   0.99952482
 HX0654
 HX0654                          SUPERSEDED SURVEY CONTROL
 HX0654
 HX0654  NAVD 88 (04/23/01) 1067.72   (m)         3503.0    (f) LEVELING    3  
 HX0654  NGVD 29 (??/??/92) 1067.758  (m)         3503.14   (f) ADJ UNCH    2 0
 HX0654
 HX0654.Superseded values are not recommended for survey control.
 HX0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0654.See file dsdata.txt to determine how the superseded data were derived.
 HX0654
 HX0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC8428548841(NAD 83)
 HX0654_MARKER: DD = SURVEY DISK
 HX0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0654_STAMPING: W VA D 1
 HX0654_MARK LOGO: USGS  
 HX0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0654+STABILITY: SURFACE MOTION
 HX0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX0654+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2000
 HX0654
 HX0654  HISTORY     - Date     Condition        Report By
 HX0654  HISTORY     - 1962     MONUMENTED       USGS
 HX0654  HISTORY     - 1962     GOOD             NGS
 HX0654  HISTORY     - 20000323 GOOD             WVHD
 HX0654
 HX0654                          STATION DESCRIPTION
 HX0654
 HX0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0654'3.1 MI S FROM LINWOOD.
 HX0654'3.1 MILES SOUTHEAST AND SOUTH ALONG A GRAVEL ROAD FROM THE
 HX0654'JUNCTION OF U.S. HIGHWAY 219 AT LINWOOD, AT THE SUMMIT OF CLOVER
 HX0654'LICK MOUNTAIN, ON PROPERTY PRESENTLY OWNED BY O.A. BELL, 109
 HX0654'FEET NORTHWEST OF A SHARP CURVE AT SUMMIT OF MOUNTAIN, 45 1/2
 HX0654'FEET SOUTHEAST OF A LONE 1 1/2 FOOT ASH TREE WITH LETTERS BM
 HX0654'PAINTED ON IT, 26 FEET SOUTHEAST OF CENTER OF GATE TO PASTURE,
 HX0654'27 FEET SOUTHWEST OF CENTER LINE OF ROAD, ABOUT 3 FEET ABOVE
 HX0654'LEVEL OF ROAD, 1.2 FEET NORTHWEST OF A STEEL WITNESS POST, AND
 HX0654'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HX0654
 HX0654                          STATION RECOVERY (2000)
 HX0654
 HX0654'RECOVERY NOTE BY WEST VIRGINIA HIGHWAY DEPARTMENT 2000 (TL)
 HX0654'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) WEST-SOUTHWEST OF
 HX0654'CASS, 8.5 KM (5.3 MI) EAST-SOUTHEAST OF SLATYFORK AND 4.2 KM (2.6 MI)
 HX0654'SOUTH-SOUTHEAST OF LINWOOD.
 HX0654'
 HX0654'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 219 AND
 HX0654'STATE HIGHWAY 66 IN LINWOOD, GO SOUTHEAST ON HIGHWAY 66 FOR 3.85
 HX0654'KM (2.4 MI) TO THE JUNCTION OF COUNTY ROUTE 9 (CLOVER LICK ROAD) ON
 HX0654'THE RIGHT.  TURN RIGHT AND GO SOUTH ON ROUTE 9 FOR 1.4 KM (0.9 MI) TO
 HX0654'THE TOP OF MOUNTAIN AND THE SNOWSHOE BICYCLE TRAIL NAMED TURKEY
 HX0654'TROT AND THE STATION ON THE LEFT.
 HX0654'
 HX0654'THE STATION IS 8.2 M (27 FT) SOUTHWEST OF THE CENTELINE OF ROAD, 7.9
 HX0654'M (26 FT) SOUTHEAST OF CENTER OF CABLE GATE TO PASTURE, 0.9 M (3 FT)
 HX0654'ABOVE LEVEL OF THE ROAD, 0.4 M (1.2 FT) NORTHWEST OF A METAL
 HX0654'WITNESS POST AND PROJECTING 7.5 CM (0.25 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2909 ***********************************************************************
 JV2909  DESIGNATION -  D 1
 JV2909  PID         -  JV2909
 JV2909  STATE/COUNTY-  WV/JEFFERSON
 JV2909  USGS QUAD   -  CHARLES TOWN (1988)
 JV2909
 JV2909                         *CURRENT SURVEY CONTROL
 JV2909  ___________________________________________________________________
 JV2909* NAD 83(1986)-  39 17 30.     (N)    077 52 11.     (W)     SCALED    
 JV2909* NAVD 88     -       151.601  (meters)     497.38   (feet)  ADJUSTED  
 JV2909  ___________________________________________________________________
 JV2909  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JV2909  DYNAMIC HT  -         151.510 (meters)     497.08  (feet)  COMP
 JV2909  MODELED GRAV-     980,022.5   (mgal)                       NAVD 88
 JV2909
 JV2909  VERT ORDER  -  FIRST     CLASS II
 JV2909
 JV2909.The horizontal coordinates were scaled from a topographic map and have
 JV2909.an estimated accuracy of +/- 6 seconds.
 JV2909
 JV2909.The orthometric height was determined by differential leveling
 JV2909.and adjusted by the National Geodetic Survey in June 1991..
 JV2909
 JV2909.The geoid height was determined by GEOID03.
 JV2909
 JV2909.The dynamic height is computed by dividing the NAVD 88
 JV2909.geopotential number by the normal gravity value computed on the
 JV2909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2909.degrees latitude (g = 980.6199 gals.).
 JV2909
 JV2909.The modeled gravity was interpolated from observed gravity values.
 JV2909
 JV2909;                    North         East    Units  Estimated Accuracy
 JV2909;SPC WV N     -    89,160.      740,630.      MT  (+/- 180 meters Scaled)
 JV2909
 JV2909                          SUPERSEDED SURVEY CONTROL
 JV2909
 JV2909  NGVD 29 (??/??/??)  151.774  (m)          497.95   (f) ADJUSTED    1 2
 JV2909
 JV2909.Superseded values are not recommended for survey control.
 JV2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2909.See file dsdata.txt to determine how the superseded data were derived.
 JV2909
 JV2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ525530(NAD 83)
 JV2909_MARKER: DB = BENCH MARK DISK
 JV2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2909_STAMPING: 497.945 D 1 1929
 JV2909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2909+STABILITY: SURFACE MOTION
 JV2909
 JV2909  HISTORY     - Date     Condition        Report By
 JV2909  HISTORY     - 1929     MONUMENTED       CGS
 JV2909  HISTORY     - 1934     GOOD             CGS
 JV2909  HISTORY     - 1983     MARK NOT FOUND   NGS
 JV2909
 JV2909                          STATION DESCRIPTION
 JV2909
 JV2909'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JV2909'0.6 MI W FROM CHARLES TOWN.
 JV2909'0.6 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JV2909'STATION AT CHARLES TOWN, JEFFERSON COUNTY, AT THE CROSSING
 JV2909'OF THE NORFOLK AND WESTERN RAILWAY, 54 FEET WEST OF THE CENTERLINE
 JV2909'OF THE N. AND W. RY. TRACK, 14 FEET SOUTH OF THE CENTERLINE OF
 JV2909'THE B. AND O. R.R. TRACK, 19 FEET WEST OF A FENCE CORNER, AND 1
 JV2909'FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 JV2909'497.945 D 1 1929 AND SET IN THE TOP OF A CONCRETE POST.
 JV2909
 JV2909                          STATION RECOVERY (1934)
 JV2909
 JV2909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JV2909'RECOVERED IN GOOD CONDITION.
 JV2909
 JV2909                          STATION RECOVERY (1983)
 JV2909
 JV2909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2909'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0210 ***********************************************************************
 JX0210  DESIGNATION -  D 10
 JX0210  PID         -  JX0210
 JX0210  STATE/COUNTY-  WV/LEWIS
 JX0210  USGS QUAD   -  WESTON (1977)
 JX0210
 JX0210                         *CURRENT SURVEY CONTROL
 JX0210  ___________________________________________________________________
 JX0210* NAD 83(1986)-  39 01 02.     (N)    080 28 33.     (W)     SCALED    
 JX0210* NAVD 88     -       312.592  (meters)    1025.56   (feet)  ADJUSTED  
 JX0210  ___________________________________________________________________
 JX0210  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JX0210  DYNAMIC HT  -         312.389 (meters)    1024.90  (feet)  COMP
 JX0210  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 JX0210
 JX0210  VERT ORDER  -  SECOND    CLASS 0
 JX0210
 JX0210.The horizontal coordinates were scaled from a topographic map and have
 JX0210.an estimated accuracy of +/- 6 seconds.
 JX0210
 JX0210.The orthometric height was determined by differential leveling
 JX0210.and adjusted by the National Geodetic Survey in June 1991..
 JX0210
 JX0210.The geoid height was determined by GEOID03.
 JX0210
 JX0210.The dynamic height is computed by dividing the NAVD 88
 JX0210.geopotential number by the normal gravity value computed on the
 JX0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0210.degrees latitude (g = 980.6199 gals.).
 JX0210
 JX0210.The modeled gravity was interpolated from observed gravity values.
 JX0210
 JX0210;                    North         East    Units  Estimated Accuracy
 JX0210;SPC WV S     -   224,030.      645,400.      MT  (+/- 180 meters Scaled)
 JX0210
 JX0210                          SUPERSEDED SURVEY CONTROL
 JX0210
 JX0210  NGVD 29 (??/??/92)  312.759  (m)         1026.11   (f) ADJ UNCH    2 0
 JX0210
 JX0210.Superseded values are not recommended for survey control.
 JX0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0210.See file dsdata.txt to determine how the superseded data were derived.
 JX0210
 JX0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND453188(NAD 83)
 JX0210_MARKER: DB = BENCH MARK DISK
 JX0210_SETTING: 0 = UNSPECIFIED SETTING
 JX0210_STAMPING: D 10 1933
 JX0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0210
 JX0210  HISTORY     - Date     Condition        Report By
 JX0210  HISTORY     - 1933     MONUMENTED       CGS
 JX0210
 JX0210                          STATION DESCRIPTION
 JX0210
 JX0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0210'1.8 MI S FROM WESTON.
 JX0210'1.8 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0210'STATION AT WESTON, LEWIS COUNTY, 0.9 MILE NORTH OF MILEPOST
 JX0210'C 28, WHERE WEST FORK RIVER, U.S. HIGHWAY 19, AND THE RAILROAD
 JX0210'PARALLEL EACH OTHER AT AN ABRUPT TURN, 4 YARDS EAST OF THE
 JX0210'CENTERLINE OF THE TRACK, AND 3 FEET HIGHER THAN THE TRACK.  A
 JX0210'STANDARD DISK, STAMPED D 10 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1259 ***********************************************************************
 JX1259  DESIGNATION -  D 100
 JX1259  PID         -  JX1259
 JX1259  STATE/COUNTY-  WV/WOOD
 JX1259  USGS QUAD   -  LUBECK (1994)
 JX1259
 JX1259                         *CURRENT SURVEY CONTROL
 JX1259  ___________________________________________________________________
 JX1259* NAD 83(1986)-  39 13 26.     (N)    081 40 51.     (W)     SCALED    
 JX1259* NAVD 88     -       194.659  (meters)     638.64   (feet)  ADJUSTED  
 JX1259  ___________________________________________________________________
 JX1259  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JX1259  DYNAMIC HT  -         194.536 (meters)     638.24  (feet)  COMP
 JX1259  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JX1259
 JX1259  VERT ORDER  -  SECOND    CLASS 0
 JX1259
 JX1259.The horizontal coordinates were scaled from a topographic map and have
 JX1259.an estimated accuracy of +/- 6 seconds.
 JX1259
 JX1259.The orthometric height was determined by differential leveling
 JX1259.and adjusted by the National Geodetic Survey in June 1991..
 JX1259
 JX1259.The geoid height was determined by GEOID03.
 JX1259
 JX1259.The dynamic height is computed by dividing the NAVD 88
 JX1259.geopotential number by the normal gravity value computed on the
 JX1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1259.degrees latitude (g = 980.6199 gals.).
 JX1259
 JX1259.The modeled gravity was interpolated from observed gravity values.
 JX1259
 JX1259;                    North         East    Units  Estimated Accuracy
 JX1259;SPC WV N     -    82,650.      411,700.      MT  (+/- 180 meters Scaled)
 JX1259
 JX1259                          SUPERSEDED SURVEY CONTROL
 JX1259
 JX1259  NGVD 29 (??/??/92)  194.848  (m)          639.26   (f) ADJ UNCH    2 0
 JX1259
 JX1259.Superseded values are not recommended for survey control.
 JX1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1259.See file dsdata.txt to determine how the superseded data were derived.
 JX1259
 JX1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD412418(NAD 83)
 JX1259_MARKER: DB = BENCH MARK DISK
 JX1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1259_STAMPING: D 100 1956
 JX1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1259+STABILITY: SURFACE MOTION
 JX1259
 JX1259  HISTORY     - Date     Condition        Report By
 JX1259  HISTORY     - 1956     MONUMENTED       CGS
 JX1259  HISTORY     - 1963     GOOD             NGS
 JX1259  HISTORY     - 1976     GOOD             NGS
 JX1259  HISTORY     - 1984     GOOD             NGS
 JX1259
 JX1259                          STATION DESCRIPTION
 JX1259
 JX1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1259'2.8 MI NE FROM NEW ENGLAND.
 JX1259'1.95 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE BAPTIST CHURCH
 JX1259'AT NEW ENGLAND, THENCE ABOUT 0.8 MILE NORTH ALONG A BLACK TOP
 JX1259'ROAD, 20 FEET SOUTHEAST OF CENTER LINE OF BLACK TOP ROAD, 86 FEET
 JX1259'SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF ROAD AND A PRIVATE ROAD
 JX1259'NORTHWEST TO W.R. BIGELOW RESIDENCE, 33 FEET EAST OF CENTER OF
 JX1259'JUNCTION OF ROAD AND A PRIVATE ROAD SOUTHEAST TO A FARM HOUSE, 25
 JX1259'FEET NORTHEAST OF CENTER LINE OF PRIVATE ROAD SOUTHEAST, 1/2
 JX1259'FOOT NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE
 JX1259'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JX1259'TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- MARK IS
 JX1259'REACHED FROM THE BALTIMORE AND OHIO RAILROAD STATION AT
 JX1259'BELLEVILLE BY GOING ABOUT 9.2 MILES NORTH ALONG THE TRACK, THENCE
 JX1259'ABOUT 0.35 MILE EAST ACROSS PROPERTY OF MR. W.R. BIGELOW TO
 JX1259'BLACK TOP ROAD AND MARK AS DESCRIBED ABOVE.
 JX1259
 JX1259                          STATION RECOVERY (1963)
 JX1259
 JX1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1259'RECOVERED IN GOOD CONDITION.
 JX1259
 JX1259                          STATION RECOVERY (1976)
 JX1259
 JX1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1259'RECOVERED IN GOOD CONDITION.
 JX1259
 JX1259                          STATION RECOVERY (1984)
 JX1259
 JX1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1121 ***********************************************************************
 JX1121  DESIGNATION -  D 101
 JX1121  PID         -  JX1121
 JX1121  STATE/COUNTY-  WV/JACKSON
 JX1121  USGS QUAD   -  PORTLAND (1994)
 JX1121
 JX1121                         *CURRENT SURVEY CONTROL
 JX1121  ___________________________________________________________________
 JX1121* NAD 83(1986)-  39 04 30.     (N)    081 46 36.     (W)     SCALED    
 JX1121* NAVD 88     -       183.951  (meters)     603.51   (feet)  ADJUSTED  
 JX1121  ___________________________________________________________________
 JX1121  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1121  DYNAMIC HT  -         183.833 (meters)     603.13  (feet)  COMP
 JX1121  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 JX1121
 JX1121  VERT ORDER  -  SECOND    CLASS 0
 JX1121
 JX1121.The horizontal coordinates were scaled from a topographic map and have
 JX1121.an estimated accuracy of +/- 6 seconds.
 JX1121
 JX1121.The orthometric height was determined by differential leveling
 JX1121.and adjusted by the National Geodetic Survey in June 1991..
 JX1121
 JX1121.The geoid height was determined by GEOID03.
 JX1121
 JX1121.The dynamic height is computed by dividing the NAVD 88
 JX1121.geopotential number by the normal gravity value computed on the
 JX1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1121.degrees latitude (g = 980.6199 gals.).
 JX1121
 JX1121.The modeled gravity was interpolated from observed gravity values.
 JX1121
 JX1121;                    North         East    Units  Estimated Accuracy
 JX1121;SPC WV S     -   230,600.      532,790.      MT  (+/- 180 meters Scaled)
 JX1121
 JX1121                          SUPERSEDED SURVEY CONTROL
 JX1121
 JX1121  NGVD 29 (??/??/92)  184.129  (m)          604.10   (f) ADJ UNCH    2 0
 JX1121
 JX1121.Superseded values are not recommended for survey control.
 JX1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1121.See file dsdata.txt to determine how the superseded data were derived.
 JX1121
 JX1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD328253(NAD 83)
 JX1121_MARKER: DB = BENCH MARK DISK
 JX1121_SETTING: 66 = SET IN ROCK OUTCROP
 JX1121_SP_SET: ROCK LEDGE
 JX1121_STAMPING: D 101 1956
 JX1121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1121+STABILITY: POSITION/ELEVATION WELL
 JX1121
 JX1121  HISTORY     - Date     Condition        Report By
 JX1121  HISTORY     - 1956     MONUMENTED       CGS
 JX1121  HISTORY     - 1984     MARK NOT FOUND   NGS
 JX1121
 JX1121                          STATION DESCRIPTION
 JX1121
 JX1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1121'4.4 MI SW FROM BELLEVILLE.
 JX1121'4.4 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1121'THE STATION AT BELLEVILLE, ABOUT 1.6 MILES EAST OF THE POST OFFICE
 JX1121'AT MURRAYVILLE, ABOUT 6 TELEPHONE POLES WEST OF MILE POST 116,
 JX1121'IN THE TOP OF AN OUTCROPPING SANDSTONE LEDGE, 5 3/4 FEET SOUTH
 JX1121'OF SOUTH RAIL, 509 FEET WEST OF RAILROAD SIGN POST NEPTUNE 311
 JX1121'FEET WEST OF WEST END OF SOUTH CONCRETE HEAD WALL OF A RAILROAD
 JX1121'CULVERT, 75 FEET WEST OF A TRIANGULAR BLAZED 10-INCH ELM TREE,
 JX1121'1/2 FOOT NORTH OF A 2 1/2 BY 2 3/4 INCH SQUARE CUT, 1/2 FOOT
 JX1121'SOUTH OF NORTH EDGE OF LEDGE AND ABOUT 1 FOOT BELOW LEVEL OF
 JX1121'TRACK.
 JX1121
 JX1121                          STATION RECOVERY (1984)
 JX1121
 JX1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1121'NOT RECOVERED, THE SHOULDER OF THE RAILROAD HAS BEEN ELEVATED WITH
 JX1121'CRUSHED ROCK, BELIEVED COVERED OVER WITH 0.6 METER (2 FT) OF CRUSHED
 JX1121'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1293 ***********************************************************************
 JX1293  DESIGNATION -  D 102
 JX1293  PID         -  JX1293
 JX1293  STATE/COUNTY-  WV/WOOD
 JX1293  USGS QUAD   -  POND CREEK (1994)
 JX1293
 JX1293                         *CURRENT SURVEY CONTROL
 JX1293  ___________________________________________________________________
 JX1293* NAD 83(1986)-  39 04 14.     (N)    081 37 33.     (W)     SCALED    
 JX1293* NAVD 88     -       206.236  (meters)     676.63   (feet)  ADJUSTED  
 JX1293  ___________________________________________________________________
 JX1293  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JX1293  DYNAMIC HT  -         206.106 (meters)     676.20  (feet)  COMP
 JX1293  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 JX1293
 JX1293  VERT ORDER  -  SECOND    CLASS 0
 JX1293
 JX1293.The horizontal coordinates were scaled from a topographic map and have
 JX1293.an estimated accuracy of +/- 6 seconds.
 JX1293
 JX1293.The orthometric height was determined by differential leveling
 JX1293.and adjusted by the National Geodetic Survey in June 1991..
 JX1293
 JX1293.The geoid height was determined by GEOID03.
 JX1293
 JX1293.The dynamic height is computed by dividing the NAVD 88
 JX1293.geopotential number by the normal gravity value computed on the
 JX1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1293.degrees latitude (g = 980.6199 gals.).
 JX1293
 JX1293.The modeled gravity was interpolated from observed gravity values.
 JX1293
 JX1293;                    North         East    Units  Estimated Accuracy
 JX1293;SPC WV N     -    65,520.      416,050.      MT  (+/- 180 meters Scaled)
 JX1293
 JX1293                          SUPERSEDED SURVEY CONTROL
 JX1293
 JX1293  NGVD 29 (??/??/92)  206.399  (m)          677.16   (f) ADJ UNCH    2 0
 JX1293
 JX1293.Superseded values are not recommended for survey control.
 JX1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1293.See file dsdata.txt to determine how the superseded data were derived.
 JX1293
 JX1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD458247(NAD 83)
 JX1293_MARKER: DB = BENCH MARK DISK
 JX1293_SETTING: 66 = SET IN ROCK OUTCROP
 JX1293_SP_SET: ROCK LEDGE
 JX1293_STAMPING: D 102 1956
 JX1293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1293+STABILITY: POSITION/ELEVATION WELL
 JX1293
 JX1293  HISTORY     - Date     Condition        Report By
 JX1293  HISTORY     - 1956     MONUMENTED       CGS
 JX1293
 JX1293                          STATION DESCRIPTION
 JX1293
 JX1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1293'6.6 MI W FROM ROCKPORT.
 JX1293'0.15 MILE SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1293'ROCKPORT, THENCE ABOUT 5.7 MILES SOUTHWEST AND WEST ALONG A
 JX1293'GRAVEL ROAD LEADING TO BELLEVILLE, THENCE ABOUT 0.7 MILE
 JX1293'NORTHEAST ALONG A ROAD WHICH FOLLOWS BEAR RUN, SET IN THE TOP OF
 JX1293'A TRIANGULAR PORJECTION AT THE BOTTOM OF A SANDSTONE LEDGE ABOUT
 JX1293'10 BY 6 FEET AND ABOUT 4 FEET HIGH, 18 FEET NORTHWEST OF
 JX1293'CENTER LINE OF ROAD, 51 FEET WEST AND ACROSS ROAD FROM A POWER
 JX1293'POLE, 28 FEET NORTHEAST OF A FENCE CORNER, 6 3/4 FEET
 JX1293'NORTHWEST OF A FENCE LINE, 2 1/2 FEET SOUTHWEST OF CENTER OF A
 JX1293'LONE 28-INCH HICKORY TREE WHICH IS GROWING OUT OF THE NORTHEAST
 JX1293'EDGE OF OUTCROP, ABOUT 3 FEET BELOW TOP OF LEDGE, ABOUT 4 FEET
 JX1293'ABOVE LEVEL OF ROAD AND ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2674 ***********************************************************************
 HX2674  DESIGNATION -  D 103
 HX2674  PID         -  HX2674
 HX2674  STATE/COUNTY-  WV/JACKSON
 HX2674  USGS QUAD   -  SANDYVILLE (1988)
 HX2674
 HX2674                         *CURRENT SURVEY CONTROL
 HX2674  ___________________________________________________________________
 HX2674* NAD 83(1986)-  38 54 54.     (N)    081 39 29.     (W)     SCALED    
 HX2674* NAVD 88     -       186.514  (meters)     611.92   (feet)  ADJUSTED  
 HX2674  ___________________________________________________________________
 HX2674  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HX2674  DYNAMIC HT  -         186.394 (meters)     611.53  (feet)  COMP
 HX2674  MODELED GRAV-     979,978.6   (mgal)                       NAVD 88
 HX2674
 HX2674  VERT ORDER  -  SECOND    CLASS 0
 HX2674
 HX2674.The horizontal coordinates were scaled from a topographic map and have
 HX2674.an estimated accuracy of +/- 6 seconds.
 HX2674
 HX2674.The orthometric height was determined by differential leveling
 HX2674.and adjusted by the National Geodetic Survey in June 1991..
 HX2674
 HX2674.The geoid height was determined by GEOID03.
 HX2674
 HX2674.The dynamic height is computed by dividing the NAVD 88
 HX2674.geopotential number by the normal gravity value computed on the
 HX2674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2674.degrees latitude (g = 980.6199 gals.).
 HX2674
 HX2674.The modeled gravity was interpolated from observed gravity values.
 HX2674
 HX2674;                    North         East    Units  Estimated Accuracy
 HX2674;SPC WV S     -   212,760.      542,930.      MT  (+/- 180 meters Scaled)
 HX2674
 HX2674                          SUPERSEDED SURVEY CONTROL
 HX2674
 HX2674  NGVD 29 (??/??/92)  186.684  (m)          612.48   (f) ADJ UNCH    2 0
 HX2674
 HX2674.Superseded values are not recommended for survey control.
 HX2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2674.See file dsdata.txt to determine how the superseded data were derived.
 HX2674
 HX2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD429075(NAD 83)
 HX2674_MARKER: DB = BENCH MARK DISK
 HX2674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2674_SP_SET: CULVERT
 HX2674_STAMPING: D 103 1956
 HX2674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2674
 HX2674  HISTORY     - Date     Condition        Report By
 HX2674  HISTORY     - 1956     MONUMENTED       CGS
 HX2674  HISTORY     - 1976     GOOD             NGS
 HX2674
 HX2674                          STATION DESCRIPTION
 HX2674
 HX2674'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2674'0.5 MI N FROM NEW ERA.
 HX2674'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 21 FROM THE GILMORE HIGH
 HX2674'SCHOOL AT NEW ERA, IN THE TOP OF THE SOUTHWEST END OF NORTHWEST
 HX2674'HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY, 27
 HX2674'FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 251 FEET SOUTHWEST OF
 HX2674'CENTER LINE OF A DRIVE NORTHWEST TO A STUCCO HOUSE, 1/2 FOOT
 HX2674'NORTHEAST OF SOUTHWEST END OF HEAD WALL AND ABOUT 3 1/2 FEET
 HX2674'BELOW LEVEL OF HIGHWAY.
 HX2674
 HX2674                          STATION RECOVERY (1976)
 HX2674
 HX2674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2337 ***********************************************************************
 HX2337  DESIGNATION -  D 104
 HX2337  PID         -  HX2337
 HX2337  STATE/COUNTY-  WV/MASON
 HX2337  USGS QUAD   -  NEW HAVEN (1994)
 HX2337
 HX2337                         *CURRENT SURVEY CONTROL
 HX2337  ___________________________________________________________________
 HX2337* NAD 83(1986)-  38 55 33.     (N)    081 56 33.     (W)     SCALED    
 HX2337* NAVD 88     -       179.525  (meters)     588.99   (feet)  ADJUSTED  
 HX2337  ___________________________________________________________________
 HX2337  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HX2337  DYNAMIC HT  -         179.411 (meters)     588.62  (feet)  COMP
 HX2337  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 HX2337
 HX2337  VERT ORDER  -  SECOND    CLASS 0
 HX2337
 HX2337.The horizontal coordinates were scaled from a topographic map and have
 HX2337.an estimated accuracy of +/- 6 seconds.
 HX2337
 HX2337.The orthometric height was determined by differential leveling
 HX2337.and adjusted by the National Geodetic Survey in June 1991..
 HX2337
 HX2337.The geoid height was determined by GEOID03.
 HX2337
 HX2337.The dynamic height is computed by dividing the NAVD 88
 HX2337.geopotential number by the normal gravity value computed on the
 HX2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2337.degrees latitude (g = 980.6199 gals.).
 HX2337
 HX2337.The modeled gravity was interpolated from observed gravity values.
 HX2337
 HX2337;                    North         East    Units  Estimated Accuracy
 HX2337;SPC WV S     -   214,170.      518,270.      MT  (+/- 180 meters Scaled)
 HX2337
 HX2337                          SUPERSEDED SURVEY CONTROL
 HX2337
 HX2337  NGVD 29 (??/??/92)  179.724  (m)          589.64   (f) ADJ UNCH    2 0
 HX2337
 HX2337.Superseded values are not recommended for survey control.
 HX2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2337.See file dsdata.txt to determine how the superseded data were derived.
 HX2337
 HX2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD183089(NAD 83)
 HX2337_MARKER: DB = BENCH MARK DISK
 HX2337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2337_SP_SET: BRIDGE SEAT
 HX2337_STAMPING: D 104 1956
 HX2337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2337
 HX2337  HISTORY     - Date     Condition        Report By
 HX2337  HISTORY     - 1956     MONUMENTED       CGS
 HX2337  HISTORY     - 1976     GOOD             NGS
 HX2337  HISTORY     - 1984     GOOD             NGS
 HX2337
 HX2337                          STATION DESCRIPTION
 HX2337
 HX2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2337'4.6 MI NW FROM LETART.
 HX2337'ABOUT 2.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2337'THE STATION AT LETART, THENCE ABOUT 2.0 MILES WEST ALONG A GRAVEL
 HX2337'ROAD, ABOUT 1.8 MILE WEST OF INTERSECTION OF U.S. HIGHWAY 33 AT
 HX2337'PLACE LOCALLY KNOWN AS LONGDALE, ABOUT 0.4 MILE EAST OF CROSSING
 HX2337'OF A HEAVY STEEL POWER TRANSMISSION LINE, ABOUT 1.05 MILE EAST OF
 HX2337'VERNON E.U.B. CHURCH, IN THE TOP OF SOUTH END OF BRIDGE SEAT OF
 HX2337'WEST STONE ABUTMENT OF STEEL BIRDER BRIDGE OVER WEST CREEK, 9 FEET
 HX2337'SOUTH OF CENTER LINE OF ROAD, 1/2 FOOT NORTH OF SOUTH END OF
 HX2337'BRIDGE SEAT, 1 FOOT SOUTH OF SOUTH EDGE OF STEEL GIRDER PLATE
 HX2337'AND 1 FOOT BELOW LEVEL OF ROAD.
 HX2337
 HX2337                          STATION RECOVERY (1976)
 HX2337
 HX2337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2337'RECOVERED IN GOOD CONDITION.
 HX2337
 HX2337                          STATION RECOVERY (1984)
 HX2337
 HX2337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2554 ***********************************************************************
 HX2554  DESIGNATION -  D 105
 HX2554  PID         -  HX2554
 HX2554  STATE/COUNTY-  WV/JACKSON
 HX2554  USGS QUAD   -  SISSONVILLE (1958)
 HX2554
 HX2554                         *CURRENT SURVEY CONTROL
 HX2554  ___________________________________________________________________
 HX2554* NAD 83(1986)-  38 37 22.     (N)    081 40 51.     (W)     SCALED    
 HX2554* NAVD 88     -       257.909  (meters)     846.16   (feet)  ADJUSTED  
 HX2554  ___________________________________________________________________
 HX2554  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HX2554  DYNAMIC HT  -         257.734 (meters)     845.58  (feet)  COMP
 HX2554  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 HX2554
 HX2554  VERT ORDER  -  SECOND    CLASS 0
 HX2554
 HX2554.The horizontal coordinates were scaled from a topographic map and have
 HX2554.an estimated accuracy of +/- 6 seconds.
 HX2554
 HX2554.The orthometric height was determined by differential leveling
 HX2554.and adjusted by the National Geodetic Survey in June 1991..
 HX2554
 HX2554.The geoid height was determined by GEOID03.
 HX2554
 HX2554.The dynamic height is computed by dividing the NAVD 88
 HX2554.geopotential number by the normal gravity value computed on the
 HX2554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2554.degrees latitude (g = 980.6199 gals.).
 HX2554
 HX2554.The modeled gravity was interpolated from observed gravity values.
 HX2554
 HX2554;                    North         East    Units  Estimated Accuracy
 HX2554;SPC WV S     -   180,330.      540,710.      MT  (+/- 180 meters Scaled)
 HX2554
 HX2554                          SUPERSEDED SURVEY CONTROL
 HX2554
 HX2554  NGVD 29 (??/??/92)  258.093  (m)          846.76   (f) ADJ UNCH    2 0
 HX2554
 HX2554.Superseded values are not recommended for survey control.
 HX2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2554.See file dsdata.txt to determine how the superseded data were derived.
 HX2554
 HX2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC407751(NAD 83)
 HX2554_MARKER: DB = BENCH MARK DISK
 HX2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2554_STAMPING: D 105 1956
 HX2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2554+STABILITY: SURFACE MOTION
 HX2554
 HX2554  HISTORY     - Date     Condition        Report By
 HX2554  HISTORY     - 1956     MONUMENTED       CGS
 HX2554
 HX2554                          STATION DESCRIPTION
 HX2554
 HX2554'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2554'4.4 MI S FROM KENNA.
 HX2554'ABOUT 3.8 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION
 HX2554'OF A ROAD EAST TO KENTUCK AT KENNA AT A POINT 0.45 MILE NORTH
 HX2554'OF WATTS CHAPEL METHODIST CHURCH, THENCE ABOUT 0.55 MILE
 HX2554'SOUTHWEST ALONG A DIRT ROAD, ABOUT 0.6 MILE NORTHEAST OF ROCK
 HX2554'SPRINGS METHODIST CHURCH, ABOUT 0.1 MILE SOUTHWEST OF THE TOP
 HX2554'OF A GRADE, 29 FEET SOUTHEAST OF CENTER LINE OF ROAD AND ON THE
 HX2554'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND WEST,
 HX2554'77 FEET NORTH-NORTHEAST OF EAST CORNER OF A FARM HOUSE, 83
 HX2554'FEET NORTHEAST OF NORTH CORNER OF SAME HOUSE, 2 FEET NORTHWEST
 HX2554'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD
 HX2554'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2501 ***********************************************************************
 HX2501  DESIGNATION -  D 106
 HX2501  PID         -  HX2501
 HX2501  STATE/COUNTY-  WV/JACKSON
 HX2501  USGS QUAD   -  KENTUCK (1975)
 HX2501
 HX2501                         *CURRENT SURVEY CONTROL
 HX2501  ___________________________________________________________________
 HX2501* NAD 83(1986)-  38 44 35.     (N)    081 36 54.     (W)     SCALED    
 HX2501* NAVD 88     -       271.100  (meters)     889.43   (feet)  ADJUSTED  
 HX2501  ___________________________________________________________________
 HX2501  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HX2501  DYNAMIC HT  -         270.920 (meters)     888.84  (feet)  COMP
 HX2501  MODELED GRAV-     979,960.5   (mgal)                       NAVD 88
 HX2501
 HX2501  VERT ORDER  -  SECOND    CLASS 0
 HX2501
 HX2501.The horizontal coordinates were scaled from a topographic map and have
 HX2501.an estimated accuracy of +/- 6 seconds.
 HX2501
 HX2501.The orthometric height was determined by differential leveling
 HX2501.and adjusted by the National Geodetic Survey in June 1991..
 HX2501
 HX2501.The geoid height was determined by GEOID03.
 HX2501
 HX2501.The dynamic height is computed by dividing the NAVD 88
 HX2501.geopotential number by the normal gravity value computed on the
 HX2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2501.degrees latitude (g = 980.6199 gals.).
 HX2501
 HX2501.The modeled gravity was interpolated from observed gravity values.
 HX2501
 HX2501;                    North         East    Units  Estimated Accuracy
 HX2501;SPC WV S     -   193,640.      546,530.      MT  (+/- 180 meters Scaled)
 HX2501
 HX2501                          SUPERSEDED SURVEY CONTROL
 HX2501
 HX2501  NGVD 29 (??/??/92)  271.275  (m)          890.01   (f) ADJ UNCH    2 0
 HX2501
 HX2501.Superseded values are not recommended for survey control.
 HX2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2501.See file dsdata.txt to determine how the superseded data were derived.
 HX2501
 HX2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC465884(NAD 83)
 HX2501_MARKER: DB = BENCH MARK DISK
 HX2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2501_STAMPING: D 106 1956
 HX2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2501+STABILITY: SURFACE MOTION
 HX2501
 HX2501  HISTORY     - Date     Condition        Report By
 HX2501  HISTORY     - 1956     MONUMENTED       CGS
 HX2501
 HX2501                          STATION DESCRIPTION
 HX2501
 HX2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2501'0.6 MI E FROM STATTS MILLS.
 HX2501'ABOUT 0.65 MILE EAST ALONG A GRAVEL ROAD LEADING TO HARMONY
 HX2501'FROM THE POST OFFICE AT STATTS MILLS, ABOUT 0.7 MILE EAST OF
 HX2501'COVERED BRIDGE OVER TUG FORK, 20 FEET NORTH-NORTHEAST OF CENTER
 HX2501'LINE OF ROAD AND ON THE OUTSIDE OF A CURVE IN ROAD, 126 FEET
 HX2501'NORTHWEST OF THE TOP OF A GRADE, 74 FEET NORTH-NORTHWEST AND
 HX2501'ACROSS ROAD FROM THE NORTH CORNER OF THE NORTHWEST PILLAR OF
 HX2501'STONE PILLARS AT THE NORTHWEST ONE OF TWO ENTRANCES TO A LARGE
 HX2501'2-STORY HOUSE, 30 FEET SOUTH OF POWER POLE NO. 886-A-748-7889
 HX2501'WITH A BRANCH LINE, 1 1/2 FEET NORTH-NORTHEAST OF A BOARD FENCE,
 HX2501'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 HX2501'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2369 ***********************************************************************
 HX2369  DESIGNATION -  D 107
 HX2369  PID         -  HX2369
 HX2369  STATE/COUNTY-  WV/JACKSON
 HX2369  USGS QUAD   -  KENNA (1975)
 HX2369
 HX2369                         *CURRENT SURVEY CONTROL
 HX2369  ___________________________________________________________________
 HX2369* NAD 83(1986)-  38 44 30.     (N)    081 44 19.     (W)     SCALED    
 HX2369* NAVD 88     -       193.679  (meters)     635.43   (feet)  ADJUSTED  
 HX2369  ___________________________________________________________________
 HX2369  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HX2369  DYNAMIC HT  -         193.551 (meters)     635.01  (feet)  COMP
 HX2369  MODELED GRAV-     979,962.6   (mgal)                       NAVD 88
 HX2369
 HX2369  VERT ORDER  -  SECOND    CLASS 0
 HX2369
 HX2369.The horizontal coordinates were scaled from a topographic map and have
 HX2369.an estimated accuracy of +/- 6 seconds.
 HX2369
 HX2369.The orthometric height was determined by differential leveling
 HX2369.and adjusted by the National Geodetic Survey in June 1991..
 HX2369
 HX2369.The geoid height was determined by GEOID03.
 HX2369
 HX2369.The dynamic height is computed by dividing the NAVD 88
 HX2369.geopotential number by the normal gravity value computed on the
 HX2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2369.degrees latitude (g = 980.6199 gals.).
 HX2369
 HX2369.The modeled gravity was interpolated from observed gravity values.
 HX2369
 HX2369;                    North         East    Units  Estimated Accuracy
 HX2369;SPC WV S     -   193,570.      535,790.      MT  (+/- 180 meters Scaled)
 HX2369
 HX2369                          SUPERSEDED SURVEY CONTROL
 HX2369
 HX2369  NGVD 29 (??/??/92)  193.861  (m)          636.03   (f) ADJ UNCH    2 0
 HX2369
 HX2369.Superseded values are not recommended for survey control.
 HX2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2369.See file dsdata.txt to determine how the superseded data were derived.
 HX2369
 HX2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC358883(NAD 83)
 HX2369_MARKER: DB = BENCH MARK DISK
 HX2369_SETTING: 66 = SET IN ROCK OUTCROP
 HX2369_SP_SET: ROCK CUT
 HX2369_STAMPING: D 107 1956
 HX2369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2369+STABILITY: POSITION/ELEVATION WELL
 HX2369
 HX2369  HISTORY     - Date     Condition        Report By
 HX2369  HISTORY     - 1956     MONUMENTED       CGS
 HX2369
 HX2369                          STATION DESCRIPTION
 HX2369
 HX2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2369'0.8 MI N FROM GIVEN.
 HX2369'ABOUT 0.75 MILE NORTH ALONG A GRAVEL ROAD FROM PARCHMENT CHAPEL
 HX2369'AT GIVEN, ABOUT 0.7 MILE SOUTH OF BRIDGE OVER PARCHMENT CREEK,
 HX2369'16 FEET NORTHEAST OF CENTER LINE OF ROAD AND ON THE INSIDE OF A
 HX2369'CURVE WITH TANGENTS EXTENDING SOUTHEAST AND NORTH, SET VERTICALLY
 HX2369'IN THE SOUTHWEST FACE OF A 4 1/2-FOOT HIGH AND 30-FOOT WIDE SOLID
 HX2369'ROCK IN A CUT, 10 FEET NORTHWEST OF NORTHEAST END OF A 24-INCH
 HX2369'CONCRETE PIPE CULVERT UNDER ROAD AND 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2352 ***********************************************************************
 HX2352  DESIGNATION -  D 108
 HX2352  PID         -  HX2352
 HX2352  STATE/COUNTY-  WV/JACKSON
 HX2352  USGS QUAD   -  RAVENSWOOD (1994)
 HX2352
 HX2352                         *CURRENT SURVEY CONTROL
 HX2352  ___________________________________________________________________
 HX2352* NAD 83(1986)-  38 53 10.     (N)    081 50 37.     (W)     SCALED    
 HX2352* NAVD 88     -       181.203  (meters)     594.50   (feet)  ADJUSTED  
 HX2352  ___________________________________________________________________
 HX2352  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HX2352  DYNAMIC HT  -         181.087 (meters)     594.12  (feet)  COMP
 HX2352  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 HX2352
 HX2352  VERT ORDER  -  FIRST     CLASS II
 HX2352
 HX2352.The horizontal coordinates were scaled from a topographic map and have
 HX2352.an estimated accuracy of +/- 6 seconds.
 HX2352
 HX2352.The orthometric height was determined by differential leveling
 HX2352.and adjusted by the National Geodetic Survey in June 1991..
 HX2352
 HX2352.The geoid height was determined by GEOID03.
 HX2352
 HX2352.The dynamic height is computed by dividing the NAVD 88
 HX2352.geopotential number by the normal gravity value computed on the
 HX2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2352.degrees latitude (g = 980.6199 gals.).
 HX2352
 HX2352.The modeled gravity was interpolated from observed gravity values.
 HX2352
 HX2352;                    North         East    Units  Estimated Accuracy
 HX2352;SPC WV S     -   209,680.      526,810.      MT  (+/- 180 meters Scaled)
 HX2352
 HX2352                          SUPERSEDED SURVEY CONTROL
 HX2352
 HX2352  NGVD 29 (??/??/92)  181.380  (m)          595.08   (f) ADJ UNCH    1 2
 HX2352
 HX2352.Superseded values are not recommended for survey control.
 HX2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2352.See file dsdata.txt to determine how the superseded data were derived.
 HX2352
 HX2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD268044(NAD 83)
 HX2352_MARKER: DB = BENCH MARK DISK
 HX2352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2352_SP_SET: BRIDGE SIDEWALK
 HX2352_STAMPING: D 108 1956
 HX2352_MARK LOGO: CGS   
 HX2352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2352
 HX2352  HISTORY     - Date     Condition        Report By
 HX2352  HISTORY     - 1956     MONUMENTED       CGS
 HX2352  HISTORY     - 1984     GOOD             NGS
 HX2352  HISTORY     - 1984     GOOD             NGS
 HX2352
 HX2352                          STATION DESCRIPTION
 HX2352
 HX2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2352'0.8 MI NE FROM MILLWOOD.
 HX2352'ABOUT 0.3 MILE SOUTHEAST ALONG RIPLEY SPUR OF THE BALTIMORE
 HX2352'AND OHIO RAILROAD FROM THE STATION AT MILLWOOD, THENCE ABOUT 0.55
 HX2352'MILE NORTHEAST ALONG STATE HIGHWAY 2, ABOUT 0.25 MILE WEST OF
 HX2352'JUNCTION OF A GRAVEL ROAD SOUTHEAST TO COTTAGEVILLE, IN THE TOP
 HX2352'OF BRIDGE SIDE WALK AT EAST END OF HIGHWAY BRIDGE OVER MILL CREEK,
 HX2352'16 FEET SOUTH OF CENTER LINE OF BRIDGE, 30 FEET WEST OF EAST END
 HX2352'OF CONCRETE AND STEEL BANISTER, 1 FOOT NORTH OF BANISTER AND 3/4
 HX2352'FEET ABOVE LEVEL OF BRIDGE FLOOR.
 HX2352
 HX2352                          STATION RECOVERY (1984)
 HX2352
 HX2352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2352'RECOVERED IN GOOD CONDITION.
 HX2352
 HX2352                          STATION RECOVERY (1984)
 HX2352
 HX2352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0790 ***********************************************************************
 HY0790  DESIGNATION -  D 109
 HY0790  PID         -  HY0790
 HY0790  STATE/COUNTY-  WV/WAYNE
 HY0790  USGS QUAD   -  CATLETTSBURG (1985)
 HY0790
 HY0790                         *CURRENT SURVEY CONTROL
 HY0790  ___________________________________________________________________
 HY0790* NAD 83(1986)-  38 23 42.     (N)    082 32 13.     (W)     SCALED    
 HY0790* NAVD 88     -       169.513  (meters)     556.14   (feet)  ADJUSTED  
 HY0790  ___________________________________________________________________
 HY0790  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HY0790  DYNAMIC HT  -         169.398 (meters)     555.77  (feet)  COMP
 HY0790  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 HY0790
 HY0790  VERT ORDER  -  FIRST     CLASS II
 HY0790
 HY0790.The horizontal coordinates were scaled from a topographic map and have
 HY0790.an estimated accuracy of +/- 6 seconds.
 HY0790
 HY0790.The orthometric height was determined by differential leveling
 HY0790.and adjusted by the National Geodetic Survey in June 1991..
 HY0790
 HY0790.The geoid height was determined by GEOID03.
 HY0790
 HY0790.The dynamic height is computed by dividing the NAVD 88
 HY0790.geopotential number by the normal gravity value computed on the
 HY0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0790.degrees latitude (g = 980.6199 gals.).
 HY0790
 HY0790.The modeled gravity was interpolated from observed gravity values.
 HY0790
 HY0790;                    North         East    Units  Estimated Accuracy
 HY0790;SPC WV S     -   155,940.      465,750.      MT  (+/- 180 meters Scaled)
 HY0790
 HY0790                          SUPERSEDED SURVEY CONTROL
 HY0790
 HY0790  NGVD 29 (??/??/92)  169.688  (m)          556.72   (f) ADJ UNCH    1 2
 HY0790
 HY0790.Superseded values are not recommended for survey control.
 HY0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0790.See file dsdata.txt to determine how the superseded data were derived.
 HY0790
 HY0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC657507(NAD 83)
 HY0790_MARKER: DB = BENCH MARK DISK
 HY0790_SETTING: 66 = SET IN ROCK OUTCROP
 HY0790_SP_SET: ROCK CUT
 HY0790_STAMPING: D 109 1956
 HY0790_MARK LOGO: CGS   
 HY0790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0790+STABILITY: POSITION/ELEVATION WELL
 HY0790
 HY0790  HISTORY     - Date     Condition        Report By
 HY0790  HISTORY     - 1956     MONUMENTED       CGS
 HY0790  HISTORY     - 1984     GOOD             NGS
 HY0790
 HY0790                          STATION DESCRIPTION
 HY0790
 HY0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0790'0.8 MI E FROM CEREDO.
 HY0790'ABOUT 0.8 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY0790'THE CROSSING OF MAIN STREET AT CEREDO, ABOUT 0.5 MILE EAST OF
 HY0790'MILE POST 510, 237 YARDS WEST OF SIGNAL BRIDGE NO. 509+4 - 509+3,
 HY0790'11 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, 65 YARDS WEST OF
 HY0790'EAST END OF A CUT, SET VERTICALLY IN THE FACE OF A 2-FOOT HIGH,
 HY0790'7 FOOT WIDE ROCK AT BOTTOM OF A ROCK CUT, 2.6 FEET WEST OF EAST
 HY0790'END OF ROCK AND ABOUT 1 FOOT BELOW LEVEL OF TRACKS.
 HY0790
 HY0790                          STATION RECOVERY (1984)
 HY0790
 HY0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1512 ***********************************************************************
 HX1512  DESIGNATION -  D 11
 HX1512  PID         -  HX1512
 HX1512  STATE/COUNTY-  WV/BRAXTON
 HX1512  USGS QUAD   -  GASSAWAY (1976)
 HX1512
 HX1512                         *CURRENT SURVEY CONTROL
 HX1512  ___________________________________________________________________
 HX1512* NAD 83(1986)-  38 39 43.     (N)    080 45 28.     (W)     SCALED    
 HX1512* NAVD 88     -       253.444  (meters)     831.51   (feet)  ADJUSTED  
 HX1512  ___________________________________________________________________
 HX1512  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HX1512  DYNAMIC HT  -         253.273 (meters)     830.95  (feet)  COMP
 HX1512  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 HX1512
 HX1512  VERT ORDER  -  SECOND    CLASS 0
 HX1512
 HX1512.The horizontal coordinates were scaled from a topographic map and have
 HX1512.an estimated accuracy of +/- 6 seconds.
 HX1512
 HX1512.The orthometric height was determined by differential leveling
 HX1512.and adjusted by the National Geodetic Survey in June 1991..
 HX1512
 HX1512.The geoid height was determined by GEOID03.
 HX1512
 HX1512.The dynamic height is computed by dividing the NAVD 88
 HX1512.geopotential number by the normal gravity value computed on the
 HX1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1512.degrees latitude (g = 980.6199 gals.).
 HX1512
 HX1512.The modeled gravity was interpolated from observed gravity values.
 HX1512
 HX1512;                    North         East    Units  Estimated Accuracy
 HX1512;SPC WV S     -   184,490.      621,080.      MT  (+/- 180 meters Scaled)
 HX1512
 HX1512                          SUPERSEDED SURVEY CONTROL
 HX1512
 HX1512  NGVD 29 (??/??/92)  253.628  (m)          832.11   (f) ADJ UNCH    2 0
 HX1512
 HX1512.Superseded values are not recommended for survey control.
 HX1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1512.See file dsdata.txt to determine how the superseded data were derived.
 HX1512
 HX1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC210792(NAD 83)
 HX1512_MARKER: DB = BENCH MARK DISK
 HX1512_SETTING: 66 = SET IN ROCK OUTCROP
 HX1512_SP_SET: ROCK OUTCROP
 HX1512_STAMPING: D 11 1933
 HX1512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1512+STABILITY: POSITION/ELEVATION WELL
 HX1512
 HX1512  HISTORY     - Date     Condition        Report By
 HX1512  HISTORY     - 1933     MONUMENTED       CGS
 HX1512  HISTORY     - 1948     GOOD             NGS
 HX1512
 HX1512                          STATION DESCRIPTION
 HX1512
 HX1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HX1512'2.5 MI E FROM GASSAWAY.
 HX1512'2.5 MILES EAST ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 HX1512'GASSAWAY, BRAXTON COUNTY, 30 YARDS WEST OF A CONCRETE CULVERT,
 HX1512'18 YARDS EAST OF ANOTHER CONCRETE CULVERT, AT THE CENTER OF A
 HX1512'LONG CURVE, IN THE FACE OF A LARGE ROCK OUTCROP, AT THE BASE OF
 HX1512'A 30-FOOT CUT, 8 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HX1512'AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D
 HX1512'11 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2343 ***********************************************************************
 HX2343  DESIGNATION -  D 110
 HX2343  PID         -  HX2343
 HX2343  STATE/COUNTY-  WV/MASON
 HX2343  USGS QUAD   -  MOUNT ALTO (1994)
 HX2343
 HX2343                         *CURRENT SURVEY CONTROL
 HX2343  ___________________________________________________________________
 HX2343* NAD 83(1986)-  38 50 34.     (N)    081 54 47.     (W)     SCALED    
 HX2343* NAVD 88     -       234.103  (meters)     768.05   (feet)  ADJUSTED  
 HX2343  ___________________________________________________________________
 HX2343  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HX2343  DYNAMIC HT  -         233.951 (meters)     767.55  (feet)  COMP
 HX2343  MODELED GRAV-     979,975.3   (mgal)                       NAVD 88
 HX2343
 HX2343  VERT ORDER  -  SECOND    CLASS 0
 HX2343
 HX2343.The horizontal coordinates were scaled from a topographic map and have
 HX2343.an estimated accuracy of +/- 6 seconds.
 HX2343
 HX2343.The orthometric height was determined by differential leveling
 HX2343.and adjusted by the National Geodetic Survey in June 1991..
 HX2343
 HX2343.The geoid height was determined by GEOID03.
 HX2343
 HX2343.The dynamic height is computed by dividing the NAVD 88
 HX2343.geopotential number by the normal gravity value computed on the
 HX2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2343.degrees latitude (g = 980.6199 gals.).
 HX2343
 HX2343.The modeled gravity was interpolated from observed gravity values.
 HX2343
 HX2343;                    North         East    Units  Estimated Accuracy
 HX2343;SPC WV S     -   204,930.      520,730.      MT  (+/- 180 meters Scaled)
 HX2343
 HX2343                          SUPERSEDED SURVEY CONTROL
 HX2343
 HX2343  NGVD 29 (??/??/92)  234.283  (m)          768.64   (f) ADJ UNCH    2 0
 HX2343
 HX2343.Superseded values are not recommended for survey control.
 HX2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2343.See file dsdata.txt to determine how the superseded data were derived.
 HX2343
 HX2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC207997(NAD 83)
 HX2343_MARKER: DB = BENCH MARK DISK
 HX2343_SETTING: 66 = SET IN ROCK OUTCROP
 HX2343_SP_SET: ROCK CUT
 HX2343_STAMPING: D 110 1956
 HX2343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2343+STABILITY: POSITION/ELEVATION WELL
 HX2343
 HX2343  HISTORY     - Date     Condition        Report By
 HX2343  HISTORY     - 1956     MONUMENTED       CGS
 HX2343
 HX2343                          STATION DESCRIPTION
 HX2343
 HX2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2343'2.4 MI SW FROM MT ALTO.
 HX2343'ABOUT 2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 HX2343'OF U.S. HIGHWAY 33 AT MT. ALTO, ABOUT 0.6 MILE NORTHEAST OF JUNCTION
 HX2343'OF STATE HIGHWAY 87 LEADING SOUTHEAST, LOCATED ON THE NORTHEAST
 HX2343'SLOPE OF A LONG GRADE, AT THE NORTHEAST END OF A ROCK QUARRY
 HX2343'WHICH IS ON SOUTHEAST SIDE OF HIGHWAY, SET VERTICALLY IN FACE OF A
 HX2343'ROCK CUT, 33 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 7 FEET
 HX2343'SOUTH OF SOUTHEAST END OF RIGHT ANGLE SHAPED SOUTHEAST CONCRETE
 HX2343'HEAD WALL OF A 24-INCH PIPE CULVERT UNDER HIGHWAY, 10 FEET NORTHEAST
 HX2343'OF NORTHEAST END OF ROCK QUARRY AND ABOUT 2 FEET ABOVE LEVEL OF
 HX2343'HIGHWAY.  NOTE-- MARK IS ABOUT 6.35 MILES EAST AND NORTHEAST
 HX2343'ALONG STATE HIGHWAY 2 FROM THE CROSSROADS AT FLATROCK, MASON COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2333 ***********************************************************************
 HX2333  DESIGNATION -  D 111
 HX2333  PID         -  HX2333
 HX2333  STATE/COUNTY-  WV/MASON
 HX2333  USGS QUAD   -  MOUNT ALTO (1994)
 HX2333
 HX2333                         *CURRENT SURVEY CONTROL
 HX2333  ___________________________________________________________________
 HX2333* NAD 83(1986)-  38 50 29.     (N)    081 59 04.     (W)     SCALED    
 HX2333* NAVD 88     -       204.407  (meters)     670.63   (feet)  ADJUSTED  
 HX2333  ___________________________________________________________________
 HX2333  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HX2333  DYNAMIC HT  -         204.276 (meters)     670.20  (feet)  COMP
 HX2333  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 HX2333
 HX2333  VERT ORDER  -  SECOND    CLASS 0
 HX2333
 HX2333.The horizontal coordinates were scaled from a topographic map and have
 HX2333.an estimated accuracy of +/- 6 seconds.
 HX2333
 HX2333.The orthometric height was determined by differential leveling
 HX2333.and adjusted by the National Geodetic Survey in June 1991..
 HX2333
 HX2333.The geoid height was determined by GEOID03.
 HX2333
 HX2333.The dynamic height is computed by dividing the NAVD 88
 HX2333.geopotential number by the normal gravity value computed on the
 HX2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2333.degrees latitude (g = 980.6199 gals.).
 HX2333
 HX2333.The modeled gravity was interpolated from observed gravity values.
 HX2333
 HX2333;                    North         East    Units  Estimated Accuracy
 HX2333;SPC WV S     -   204,840.      514,530.      MT  (+/- 180 meters Scaled)
 HX2333
 HX2333                          SUPERSEDED SURVEY CONTROL
 HX2333
 HX2333  NGVD 29 (??/??/92)  204.598  (m)          671.25   (f) ADJ UNCH    2 0
 HX2333
 HX2333.Superseded values are not recommended for survey control.
 HX2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2333.See file dsdata.txt to determine how the superseded data were derived.
 HX2333
 HX2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC145996(NAD 83)
 HX2333_MARKER: DB = BENCH MARK DISK
 HX2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2333_STAMPING: D 111 1956
 HX2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2333+STABILITY: SURFACE MOTION
 HX2333
 HX2333  HISTORY     - Date     Condition        Report By
 HX2333  HISTORY     - 1956     MONUMENTED       CGS
 HX2333  HISTORY     - 1984     GOOD             NGS
 HX2333
 HX2333                          STATION DESCRIPTION
 HX2333
 HX2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2333'2 MI E FROM FLATROCK.
 HX2333'ABOUT 1.95 MILES EAST ALONG STATE HIGHWAY 2 FROM THE ROAD CROSSING
 HX2333'AT FLATROCK, ABOUT 0.55 MILE EAST OF JUNCTION OF A ROAD SOUTHEAST
 HX2333'TO MT. ZION EUB CHURCH, ABOUT 0.5 MILE WEST OF JUNCTION OF A ROAD
 HX2333'NORTH, 28 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY, 88 FEET
 HX2333'SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF A WHITE FRAME HOUSE,
 HX2333'13 FEET WEST OF CENTER LINE OF DRIVE, 22 FEET WEST-NORTHWEST OF A
 HX2333'TELEPHONE POLE, 1 1/2 FEET SOUTH OF SOUTHEAST CORNER OF LAWN FENCE,
 HX2333'ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 HX2333'CONCRETE POST PROJECTING 3 INCHES.
 HX2333
 HX2333                          STATION RECOVERY (1984)
 HX2333
 HX2333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0273 ***********************************************************************
 HY0273  DESIGNATION -  D 112
 HY0273  PID         -  HY0273
 HY0273  STATE/COUNTY-  WV/MASON
 HY0273  USGS QUAD   -  APPLE GROVE (1987)
 HY0273
 HY0273                         *CURRENT SURVEY CONTROL
 HY0273  ___________________________________________________________________
 HY0273* NAD 83(1986)-  38 44 24.     (N)    082 08 48.     (W)     SCALED    
 HY0273* NAVD 88     -       178.424  (meters)     585.38   (feet)  ADJUSTED  
 HY0273  ___________________________________________________________________
 HY0273  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HY0273  DYNAMIC HT  -         178.310 (meters)     585.01  (feet)  COMP
 HY0273  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 HY0273
 HY0273  VERT ORDER  -  FIRST     CLASS II
 HY0273
 HY0273.The horizontal coordinates were scaled from a topographic map and have
 HY0273.an estimated accuracy of +/- 6 seconds.
 HY0273
 HY0273.The orthometric height was determined by differential leveling
 HY0273.and adjusted by the National Geodetic Survey in June 1991..
 HY0273
 HY0273.The geoid height was determined by GEOID03.
 HY0273
 HY0273.The dynamic height is computed by dividing the NAVD 88
 HY0273.geopotential number by the normal gravity value computed on the
 HY0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0273.degrees latitude (g = 980.6199 gals.).
 HY0273
 HY0273.The modeled gravity was interpolated from observed gravity values.
 HY0273
 HY0273;                    North         East    Units  Estimated Accuracy
 HY0273;SPC WV S     -   193,740.      500,310.      MT  (+/- 180 meters Scaled)
 HY0273
 HY0273                          SUPERSEDED SURVEY CONTROL
 HY0273
 HY0273  NGVD 29 (??/??/92)  178.607  (m)          585.98   (f) ADJ UNCH    1 2
 HY0273
 HY0273.Superseded values are not recommended for survey control.
 HY0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0273.See file dsdata.txt to determine how the superseded data were derived.
 HY0273
 HY0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC003885(NAD 83)
 HY0273_MARKER: DB = BENCH MARK DISK
 HY0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0273_STAMPING: D 112 1956
 HY0273_MARK LOGO: CGS   
 HY0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0273+STABILITY: SURFACE MOTION
 HY0273
 HY0273  HISTORY     - Date     Condition        Report By
 HY0273  HISTORY     - 1956     MONUMENTED       CGS
 HY0273  HISTORY     - 1984     GOOD             NGS
 HY0273
 HY0273                          STATION DESCRIPTION
 HY0273
 HY0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0273'4 MI SE FROM BEALE.
 HY0273'1.6 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE SCHOOL AT BEALE,
 HY0273'THENCE ABOUT 2.35 MILES EAST ALONG A GRAVEL ROAD LEADING TO
 HY0273'ARLEE, ABOUT 0.2 MILE SOUTHEAST OF A DIM CROSSROAD, ABOUT 0.35
 HY0273'MILE WEST OF ROAD SOUTHEAST, 27 FEET SOUTH-SOUTHWEST OF CENTER
 HY0273'LINE OF ROAD, 56 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF A
 HY0273'2-STORY FRAME HOUSE, 15 FEET EAST-SOUTHEAST OF A 28-INCH CATALPA
 HY0273'TREE IN A FENCE LINE, 18 FEET WEST-NORTHWEST OF A 26-INCH
 HY0273'CATALPA TREE IN A FENCE LINE, 1 FOOT NORTH-NORTHEAST OF A FENCE
 HY0273'LINE, 2 FEET EAST-SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 HY0273'ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 HY0273'CONCRTE POST PROJECTING 4 INCHES.
 HY0273
 HY0273                          STATION RECOVERY (1984)
 HY0273
 HY0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2413 ***********************************************************************
 HX2413  DESIGNATION -  D 113
 HX2413  PID         -  HX2413
 HX2413  STATE/COUNTY-  WV/PUTNAM
 HX2413  USGS QUAD   -  ELMWOOD (1975)
 HX2413
 HX2413                         *CURRENT SURVEY CONTROL
 HX2413  ___________________________________________________________________
 HX2413* NAD 83(1986)-  38 39 32.     (N)    081 49 07.     (W)     SCALED    
 HX2413* NAVD 88     -       285.429  (meters)     936.45   (feet)  ADJUSTED  
 HX2413  ___________________________________________________________________
 HX2413  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HX2413  DYNAMIC HT  -         285.239 (meters)     935.82  (feet)  COMP
 HX2413  MODELED GRAV-     979,954.5   (mgal)                       NAVD 88
 HX2413
 HX2413  VERT ORDER  -  SECOND    CLASS 0
 HX2413
 HX2413.The horizontal coordinates were scaled from a topographic map and have
 HX2413.an estimated accuracy of +/- 6 seconds.
 HX2413
 HX2413.The orthometric height was determined by differential leveling
 HX2413.and adjusted by the National Geodetic Survey in June 1991..
 HX2413
 HX2413.The geoid height was determined by GEOID03.
 HX2413
 HX2413.The dynamic height is computed by dividing the NAVD 88
 HX2413.geopotential number by the normal gravity value computed on the
 HX2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2413.degrees latitude (g = 980.6199 gals.).
 HX2413
 HX2413.The modeled gravity was interpolated from observed gravity values.
 HX2413
 HX2413;                    North         East    Units  Estimated Accuracy
 HX2413;SPC WV S     -   184,440.      528,750.      MT  (+/- 180 meters Scaled)
 HX2413
 HX2413                          SUPERSEDED SURVEY CONTROL
 HX2413
 HX2413  NGVD 29 (??/??/92)  285.620  (m)          937.07   (f) ADJ UNCH    2 0
 HX2413
 HX2413.Superseded values are not recommended for survey control.
 HX2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2413.See file dsdata.txt to determine how the superseded data were derived.
 HX2413
 HX2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC287792(NAD 83)
 HX2413_MARKER: DB = BENCH MARK DISK
 HX2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2413_STAMPING: D 113 1956
 HX2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2413+STABILITY: SURFACE MOTION
 HX2413
 HX2413  HISTORY     - Date     Condition        Report By
 HX2413  HISTORY     - 1956     MONUMENTED       CGS
 HX2413
 HX2413                          STATION DESCRIPTION
 HX2413
 HX2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2413'7.4 MI N FROM PARADISE.
 HX2413'ABOUT 7.35 MILES NORTH AONG A GRAVEL ROAD FROM THE JUNCTION
 HX2413'OF STATE HIGHWAY 34 AND STORES AT PUTNAM, ABOUT 0.55 MILE
 HX2413'NORTHWEST OF JUNCTION OF A ROAD NORTHEAST, AT THE JUNCTION OF A DIRT
 HX2413'ROAD LEADING NORTH, 20 FEET NORTHWEST OF CENTER LINE OF GRAVEL ROAD,
 HX2413'41 FEET WEST OF CENTER OF JUNCTION OF GRAVEL ROAD AND DIRT ROAD NORTH,
 HX2413'28 FEET NORTHEAST OF A 12-INCH HICKORY TREE IN A FENCE LINE, 7 FEET
 HX2413'SOUTHWEST OF A 12-INCH HICKORY TREE IN A FENCE LINE, 1 1/2 FEET
 HX2413'SOUTHEAST OF A FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 HX2413'POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 HX2413'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- MARK IS ABOUT 11.1
 HX2413'MILES EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S. HIGHWAY 35
 HX2413'AND NORTH END OF HIGHWAY BRIDGE OVER EIGHTEEN MILE CREEK AT
 HX2413'ROBERTSBURG, PUTNAM COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0285 ***********************************************************************
 HY0285  DESIGNATION -  D 114
 HY0285  PID         -  HY0285
 HY0285  STATE/COUNTY-  WV/MASON
 HY0285  USGS QUAD   -  BEECH HILL (1975)
 HY0285
 HY0285                         *CURRENT SURVEY CONTROL
 HY0285  ___________________________________________________________________
 HY0285* NAD 83(1986)-  38 47 20.     (N)    082 03 32.     (W)     SCALED    
 HY0285* NAVD 88     -       173.718  (meters)     569.94   (feet)  ADJUSTED  
 HY0285  ___________________________________________________________________
 HY0285  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HY0285  DYNAMIC HT  -         173.607 (meters)     569.58  (feet)  COMP
 HY0285  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 HY0285
 HY0285  VERT ORDER  -  SECOND    CLASS 0
 HY0285
 HY0285.The horizontal coordinates were scaled from a topographic map and have
 HY0285.an estimated accuracy of +/- 6 seconds.
 HY0285
 HY0285.The orthometric height was determined by differential leveling
 HY0285.and adjusted by the National Geodetic Survey in June 1991..
 HY0285
 HY0285.The geoid height was determined by GEOID03.
 HY0285
 HY0285.The dynamic height is computed by dividing the NAVD 88
 HY0285.geopotential number by the normal gravity value computed on the
 HY0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0285.degrees latitude (g = 980.6199 gals.).
 HY0285
 HY0285.The modeled gravity was interpolated from observed gravity values.
 HY0285
 HY0285;                    North         East    Units  Estimated Accuracy
 HY0285;SPC WV S     -   199,080.      508,000.      MT  (+/- 180 meters Scaled)
 HY0285
 HY0285                          SUPERSEDED SURVEY CONTROL
 HY0285
 HY0285  NGVD 29 (??/??/92)  173.912  (m)          570.58   (f) ADJ UNCH    2 0
 HY0285
 HY0285.Superseded values are not recommended for survey control.
 HY0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0285.See file dsdata.txt to determine how the superseded data were derived.
 HY0285
 HY0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC080938(NAD 83)
 HY0285_MARKER: DB = BENCH MARK DISK
 HY0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0285_STAMPING: D 114 1956
 HY0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0285+STABILITY: SURFACE MOTION
 HY0285
 HY0285  HISTORY     - Date     Condition        Report By
 HY0285  HISTORY     - 1956     MONUMENTED       CGS
 HY0285
 HY0285                          STATION DESCRIPTION
 HY0285
 HY0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0285'AT COUCH.
 HY0285'AT COUCH, ALONG STATE HIGHWAY 17, AT THE JUNCTION OF A ROAD
 HY0285'LEADING NORTHEAST TO KANAWAH RIVER AND A GRAVEL ROAD LEADING
 HY0285'SOUTHWEST TO ARLEE VIA FIVEMILE SCHOOL, 38 1/2 FEET NORTHEAST OF
 HY0285'CENTER LINE OF HIGHWAY 17, 24 FEET NORTHWEST OF CENTER LINE OF
 HY0285'ROAD NORTHEAST TO RIVER, 47 1/2 FEET NORTHWEST AND ACROSS ROAD
 HY0285'NORTHEAST FROM WEST CORNER OF A WHITE FRAME HOUSE, 45 FEET
 HY0285'EAST-NORTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND ROAD SOUTHWEST,
 HY0285'5 1/2 FEET NORTHEAST OF A LONE 9-INCH BLACK LOCUST TREE, 7 1/4
 HY0285'FEET SOUTHEAST OF A 2-INCH IRON PIPE PROJECTING 20 INCHES,
 HY0285'2 FEET NORTHEAST OF A WHITE WODEN WITNESS POST, ABOUT 4 FEET
 HY0285'BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HY0285'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0262 ***********************************************************************
 HY0262  DESIGNATION -  D 115
 HY0262  PID         -  HY0262
 HY0262  STATE/COUNTY-  WV/MASON
 HY0262  USGS QUAD   -  ARLEE (1975)
 HY0262
 HY0262                         *CURRENT SURVEY CONTROL
 HY0262  ___________________________________________________________________
 HY0262* NAD 83(1986)-  38 41 18.     (N)    082 04 19.     (W)     SCALED    
 HY0262* NAVD 88     -       290.964  (meters)     954.60   (feet)  ADJUSTED  
 HY0262  ___________________________________________________________________
 HY0262  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HY0262  DYNAMIC HT  -         290.777 (meters)     953.99  (feet)  COMP
 HY0262  MODELED GRAV-     979,975.1   (mgal)                       NAVD 88
 HY0262
 HY0262  VERT ORDER  -  SECOND    CLASS 0
 HY0262
 HY0262.The horizontal coordinates were scaled from a topographic map and have
 HY0262.an estimated accuracy of +/- 6 seconds.
 HY0262
 HY0262.The orthometric height was determined by differential leveling
 HY0262.and adjusted by the National Geodetic Survey in June 1991..
 HY0262
 HY0262.The geoid height was determined by GEOID03.
 HY0262
 HY0262.The dynamic height is computed by dividing the NAVD 88
 HY0262.geopotential number by the normal gravity value computed on the
 HY0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0262.degrees latitude (g = 980.6199 gals.).
 HY0262
 HY0262.The modeled gravity was interpolated from observed gravity values.
 HY0262
 HY0262;                    North         East    Units  Estimated Accuracy
 HY0262;SPC WV S     -   187,930.      506,740.      MT  (+/- 180 meters Scaled)
 HY0262
 HY0262                          SUPERSEDED SURVEY CONTROL
 HY0262
 HY0262  NGVD 29 (??/??/92)  291.149  (m)          955.21   (f) ADJ UNCH    2 0
 HY0262
 HY0262.Superseded values are not recommended for survey control.
 HY0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0262.See file dsdata.txt to determine how the superseded data were derived.
 HY0262
 HY0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC067827(NAD 83)
 HY0262_MARKER: DB = BENCH MARK DISK
 HY0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0262_STAMPING: D 115 1956
 HY0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0262+STABILITY: SURFACE MOTION
 HY0262
 HY0262  HISTORY     - Date     Condition        Report By
 HY0262  HISTORY     - 1956     MONUMENTED       CGS
 HY0262
 HY0262                          STATION DESCRIPTION
 HY0262
 HY0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0262'4.9 MI SE FROM ARLEE.
 HY0262'2.5 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 HY0262'AND J.H. CAUDILL STORE AT ARLEE, THENCE ABOUT 2.4 MILES SOUTHEAST
 HY0262'AND SOUTH ALONG A GRAVEL AND DIRT ROAD, ABOUT 0.35 MILE SOUTH OF
 HY0262'JUNCTION OF ROAD EAST, ABOUT 0.5 MILE SOUTHEAST AND SOUTH OF
 HY0262'JUNCTION OF A ROAD NORTHWEST, 16 FEET EAST OF CENTER LINE OF ROAD,
 HY0262'80 FEET SOUTH-SOUTHEAST AND ACROSS ROAD FROM POWER POLE NO. AEP
 HY0262'50/A 100/923 B -2, WITH A TRANSFORMER, 58 FEET WEST-SOUTHWEST
 HY0262'OF SOUTHWEST CORNER OF A WHITE FRAME HOUSE, 42 FEET NORTH-NORTHEAST
 HY0262'OF A 6-INCH MAPLE TREE, 2 FEET NORTHWEST OF WHITE WOODEN WITNESS
 HY0262'POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 HY0262'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0041 ***********************************************************************
 HY0041  DESIGNATION -  D 116
 HY0041  PID         -  HY0041
 HY0041  STATE/COUNTY-  WV/CABELL
 HY0041  USGS QUAD   -  GLENWOOD (1990)
 HY0041
 HY0041                         *CURRENT SURVEY CONTROL
 HY0041  ___________________________________________________________________
 HY0041* NAD 83(1986)-  38 35 00.     (N)    082 13 43.     (W)     SCALED    
 HY0041* NAVD 88     -       169.333  (meters)     555.55   (feet)  ADJUSTED  
 HY0041  ___________________________________________________________________
 HY0041  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HY0041  DYNAMIC HT  -         169.222 (meters)     555.19  (feet)  COMP
 HY0041  MODELED GRAV-     979,971.3   (mgal)                       NAVD 88
 HY0041
 HY0041  VERT ORDER  -  FIRST     CLASS II
 HY0041
 HY0041.The horizontal coordinates were scaled from a topographic map and have
 HY0041.an estimated accuracy of +/- 6 seconds.
 HY0041
 HY0041.The orthometric height was determined by differential leveling
 HY0041.and adjusted by the National Geodetic Survey in June 1991..
 HY0041
 HY0041.The geoid height was determined by GEOID03.
 HY0041
 HY0041.The dynamic height is computed by dividing the NAVD 88
 HY0041.geopotential number by the normal gravity value computed on the
 HY0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0041.degrees latitude (g = 980.6199 gals.).
 HY0041
 HY0041.The modeled gravity was interpolated from observed gravity values.
 HY0041
 HY0041;                    North         East    Units  Estimated Accuracy
 HY0041;SPC WV S     -   176,440.      492,960.      MT  (+/- 180 meters Scaled)
 HY0041
 HY0041                          SUPERSEDED SURVEY CONTROL
 HY0041
 HY0041  NGVD 29 (??/??/92)  169.522  (m)          556.17   (f) ADJ UNCH    1 2
 HY0041
 HY0041.Superseded values are not recommended for survey control.
 HY0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0041.See file dsdata.txt to determine how the superseded data were derived.
 HY0041
 HY0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC929712(NAD 83)
 HY0041_MARKER: DB = BENCH MARK DISK
 HY0041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY0041_STAMPING: D 116 1956
 HY0041_MARK LOGO: CGS   
 HY0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0041+STABILITY: SURFACE MOTION
 HY0041
 HY0041  HISTORY     - Date     Condition        Report By
 HY0041  HISTORY     - 1956     MONUMENTED       CGS
 HY0041  HISTORY     - 1984     GOOD             NGS
 HY0041
 HY0041                          STATION DESCRIPTION
 HY0041
 HY0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0041'2.5 MI SW FROM GLENWOOD.
 HY0041'ABOUT 2.5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY0041'FROM THE ROAD CROSSING AT GLENWOOD, ABOUT 1.05 MILES WEST OF THE
 HY0041'MASON-CABELL COUNTY LINE, ABOUT 84 YARDS WEST ALONG STATE HIGHWAY
 HY0041'2 FROM THE JUNCTION OF HIGHWAY AND ROAD SOUTH TO SPURLOCK CREEK
 HY0041'AND UNION RIDGE, IN THE TOP AND 5 FEET WEST OF EAST END OF THE
 HY0041'NORTH CONCRETE HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER
 HY0041'HIGHWAY, 16 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY, ABOUT 15
 HY0041'YARDS SOUTH OF THE B. AND O. RR TRACK AND ABOUT LEVEL WITH HIGHWAY.
 HY0041
 HY0041                          STATION RECOVERY (1984)
 HY0041
 HY0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0041'RECOVERED IN GOOD CONDITION, MARK IS ALONG OLD HIGHWAY WHICH PARALLELS
 HY0041'NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0216 ***********************************************************************
 HY0216  DESIGNATION -  D 117
 HY0216  PID         -  HY0216
 HY0216  STATE/COUNTY-  WV/CABELL
 HY0216  USGS QUAD   -  GLENWOOD (1990)
 HY0216
 HY0216                         *CURRENT SURVEY CONTROL
 HY0216  ___________________________________________________________________
 HY0216* NAD 83(1986)-  38 30 36.     (N)    082 13 11.     (W)     SCALED    
 HY0216* NAVD 88     -       308.006  (meters)    1010.52   (feet)  ADJUSTED  
 HY0216  ___________________________________________________________________
 HY0216  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY0216  DYNAMIC HT  -         307.803 (meters)    1009.85  (feet)  COMP
 HY0216  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 HY0216
 HY0216  VERT ORDER  -  SECOND    CLASS 0
 HY0216
 HY0216.The horizontal coordinates were scaled from a topographic map and have
 HY0216.an estimated accuracy of +/- 6 seconds.
 HY0216
 HY0216.The orthometric height was determined by differential leveling
 HY0216.and adjusted by the National Geodetic Survey in June 1991..
 HY0216
 HY0216.The geoid height was determined by GEOID03.
 HY0216
 HY0216.The dynamic height is computed by dividing the NAVD 88
 HY0216.geopotential number by the normal gravity value computed on the
 HY0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0216.degrees latitude (g = 980.6199 gals.).
 HY0216
 HY0216.The modeled gravity was interpolated from observed gravity values.
 HY0216
 HY0216;                    North         East    Units  Estimated Accuracy
 HY0216;SPC WV S     -   168,300.      493,620.      MT  (+/- 180 meters Scaled)
 HY0216
 HY0216                          SUPERSEDED SURVEY CONTROL
 HY0216
 HY0216  NGVD 29 (??/??/92)  308.191  (m)         1011.12   (f) ADJ UNCH    2 0
 HY0216
 HY0216.Superseded values are not recommended for survey control.
 HY0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0216.See file dsdata.txt to determine how the superseded data were derived.
 HY0216
 HY0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC936631(NAD 83)
 HY0216_MARKER: DB = BENCH MARK DISK
 HY0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0216_SP_SET: TOWER BASE
 HY0216_STAMPING: D 117 1956
 HY0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0216
 HY0216  HISTORY     - Date     Condition        Report By
 HY0216  HISTORY     - 1956     MONUMENTED       CGS
 HY0216
 HY0216                          STATION DESCRIPTION
 HY0216
 HY0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0216'7.9 MI NW FROM YATES.
 HY0216'0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM CROSSING OF CHESAPEAKE
 HY0216'AND OHIO RAILWAY AT YATES, THENCE ABOUT 1.45 MILES WEST ALONG A
 HY0216'GRAVEL AND BLACK TOP ROAD, THENCE ABOUT 5.35 MILES NORTH ALONG A
 HY0216'BLACK TOP ROAD, THENCE ABOUT 0.75 MILE NORTHEAST AND EAST ALONG
 HY0216'A BLACK TOP ROAD, IN THE TOP AND 1.6 FEET SOUTHWEST OF CENTER
 HY0216'OF NORTHEAST EDGE OF CONCRETE BASE OF TELEVISION TOWER WSAZ AND
 HY0216'2 FEET ABOVE GROUND.  NOTE-- HEIGHT OF STEEL TOWER BASE IS SAID
 HY0216'TO BE 1067 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0023 ***********************************************************************
 HY0023  DESIGNATION -  D 118
 HY0023  PID         -  HY0023
 HY0023  STATE/COUNTY-  WV/MASON
 HY0023  USGS QUAD   -  APPLE GROVE (1987)
 HY0023
 HY0023                         *CURRENT SURVEY CONTROL
 HY0023  ___________________________________________________________________
 HY0023* NAD 83(1986)-  38 43 52.     (N)    082 10 48.     (W)     SCALED    
 HY0023* NAVD 88     -       170.854  (meters)     560.54   (feet)  ADJUSTED  
 HY0023  ___________________________________________________________________
 HY0023  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HY0023  DYNAMIC HT  -         170.744 (meters)     560.18  (feet)  COMP
 HY0023  MODELED GRAV-     979,982.6   (mgal)                       NAVD 88
 HY0023
 HY0023  VERT ORDER  -  FIRST     CLASS II
 HY0023
 HY0023.The horizontal coordinates were scaled from a topographic map and have
 HY0023.an estimated accuracy of +/- 6 seconds.
 HY0023
 HY0023.The orthometric height was determined by differential leveling
 HY0023.and adjusted by the National Geodetic Survey in June 1991..
 HY0023
 HY0023.The geoid height was determined by GEOID03.
 HY0023
 HY0023.The dynamic height is computed by dividing the NAVD 88
 HY0023.geopotential number by the normal gravity value computed on the
 HY0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0023.degrees latitude (g = 980.6199 gals.).
 HY0023
 HY0023.The modeled gravity was interpolated from observed gravity values.
 HY0023
 HY0023;                    North         East    Units  Estimated Accuracy
 HY0023;SPC WV S     -   192,790.      497,400.      MT  (+/- 180 meters Scaled)
 HY0023
 HY0023                          SUPERSEDED SURVEY CONTROL
 HY0023
 HY0023  NGVD 29 (??/??/92)  171.049  (m)          561.18   (f) ADJ UNCH    1 2
 HY0023
 HY0023.Superseded values are not recommended for survey control.
 HY0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0023.See file dsdata.txt to determine how the superseded data were derived.
 HY0023
 HY0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC974875(NAD 83)
 HY0023_MARKER: DB = BENCH MARK DISK
 HY0023_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HY0023_STAMPING: D 118 1956
 HY0023_MARK LOGO: CGS   
 HY0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0023
 HY0023  HISTORY     - Date     Condition        Report By
 HY0023  HISTORY     - 1956     MONUMENTED       CGS
 HY0023  HISTORY     - 1976     GOOD             NGS
 HY0023  HISTORY     - 1984     GOOD             NGS
 HY0023
 HY0023                          STATION DESCRIPTION
 HY0023
 HY0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0023'2.6 MI S FROM BEALE.
 HY0023'ABOUT 2.6 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0023'THE SCHOOL AT BEALE, IN THE TOP OF THE WEST END OF THE SOUTH
 HY0023'CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 1823 OVER CRAB CREEK,
 HY0023'8 1/4 FEET WEST OF WEST RAIL, 1/2 FOOT EAST OF WEST END OF
 HY0023'ABUTMENT, 37 FEET NORTH OF TELEPHONE POLE NO. 182+20 AND ABOUT
 HY0023'1 FOOT BELOW LEVEL OF TRACK.
 HY0023
 HY0023                          STATION RECOVERY (1976)
 HY0023
 HY0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0023'RECOVERED IN GOOD CONDITION.
 HY0023
 HY0023                          STATION RECOVERY (1984)
 HY0023
 HY0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0243 ***********************************************************************
 HY0243  DESIGNATION -  D 119
 HY0243  PID         -  HY0243
 HY0243  STATE/COUNTY-  WV/PUTNAM
 HY0243  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0243
 HY0243                         *CURRENT SURVEY CONTROL
 HY0243  ___________________________________________________________________
 HY0243* NAD 83(1986)-  38 33 16.     (N)    082 00 22.     (W)     SCALED    
 HY0243* NAVD 88     -       175.621  (meters)     576.18   (feet)  POSTED    
 HY0243  ___________________________________________________________________
 HY0243  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HY0243  DYNAMIC HT  -         175.500 (meters)     575.79  (feet)  COMP
 HY0243  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 HY0243
 HY0243  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0243
 HY0243.The horizontal coordinates were scaled from a topographic map and have
 HY0243.an estimated accuracy of +/- 6 seconds.
 HY0243
 HY0243.The orthometric height was determined by differential leveling
 HY0243.and adjusted by the National Geodetic Survey in 1992..
 HY0243.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0243.rate of 2.1 thru 3.0 mm/km.
 HY0243
 HY0243.The geoid height was determined by GEOID03.
 HY0243
 HY0243.The dynamic height is computed by dividing the NAVD 88
 HY0243.geopotential number by the normal gravity value computed on the
 HY0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0243.degrees latitude (g = 980.6199 gals.).
 HY0243
 HY0243.The modeled gravity was interpolated from observed gravity values.
 HY0243
 HY0243;                    North         East    Units  Estimated Accuracy
 HY0243;SPC WV S     -   173,000.      512,310.      MT  (+/- 180 meters Scaled)
 HY0243
 HY0243                          SUPERSEDED SURVEY CONTROL
 HY0243
 HY0243  NGVD 29 (??/??/92)  175.780  (m)          576.70   (f) ADJ UNCH    2 0
 HY0243
 HY0243.Superseded values are not recommended for survey control.
 HY0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0243.See file dsdata.txt to determine how the superseded data were derived.
 HY0243
 HY0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC123678(NAD 83)
 HY0243_MARKER: DB = BENCH MARK DISK
 HY0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0243_SP_SET: CULVERT
 HY0243_STAMPING: D 119 1956
 HY0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0243
 HY0243  HISTORY     - Date     Condition        Report By
 HY0243  HISTORY     - 1956     MONUMENTED       CGS
 HY0243
 HY0243                          STATION DESCRIPTION
 HY0243
 HY0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0243'2.2 MI SW FROM FRAZIERS BOTTOM.
 HY0243'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 17 FROM THE CHURCH OF
 HY0243'GOD AT FRAZIERS BOTTOM, THENCE ABOUT 1.75 MILES SOUTHWEST ALONG
 HY0243'A GRAVEL ROAD LEADING TO MT. OLIVE, ABOUT 0.35 MILES NORTHEAST OF
 HY0243'A BRIDGE OVER A CREEK, IN THE TOP OF THE NORTHEAST END OF NORTHEAST
 HY0243'WING WALL OF A 6-FOOT STONE BOX CULVERT UNDER ROAD, 15 FEET
 HY0243'NORTH OF CENTER LINE OF ROAD, 69 1/2 FEET SOUTHWEST OF SOUTHWEST
 HY0243'CORNER OF A WHITE FRAME HOUSE, 8 1/2 FEET WEST-SOUTHWEST OF A
 HY0243'FENCE CORNER AND ABOUT 3 1/2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1935 ***********************************************************************
 HX1935  DESIGNATION -  D 12
 HX1935  PID         -  HX1935
 HX1935  STATE/COUNTY-  WV/CLAY
 HX1935  USGS QUAD   -  ELKHURST (1976)
 HX1935
 HX1935                         *CURRENT SURVEY CONTROL
 HX1935  ___________________________________________________________________
 HX1935* NAD 83(1986)-  38 26 30.     (N)    081 09 46.     (W)     SCALED    
 HX1935* NAVD 88     -       209.088  (meters)     685.98   (feet)  ADJUSTED  
 HX1935  ___________________________________________________________________
 HX1935  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HX1935  DYNAMIC HT  -         208.945 (meters)     685.51  (feet)  COMP
 HX1935  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 HX1935
 HX1935  VERT ORDER  -  SECOND    CLASS 0
 HX1935
 HX1935.The horizontal coordinates were scaled from a topographic map and have
 HX1935.an estimated accuracy of +/- 6 seconds.
 HX1935
 HX1935.The orthometric height was determined by differential leveling
 HX1935.and adjusted by the National Geodetic Survey in June 1991..
 HX1935
 HX1935.The geoid height was determined by GEOID03.
 HX1935
 HX1935.The dynamic height is computed by dividing the NAVD 88
 HX1935.geopotential number by the normal gravity value computed on the
 HX1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1935.degrees latitude (g = 980.6199 gals.).
 HX1935
 HX1935.The modeled gravity was interpolated from observed gravity values.
 HX1935
 HX1935;                    North         East    Units  Estimated Accuracy
 HX1935;SPC WV S     -   160,020.      585,790.      MT  (+/- 180 meters Scaled)
 HX1935
 HX1935                          SUPERSEDED SURVEY CONTROL
 HX1935
 HX1935  NGVD 29 (??/??/92)  209.271  (m)          686.58   (f) ADJ UNCH    2 0
 HX1935
 HX1935.Superseded values are not recommended for survey control.
 HX1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1935.See file dsdata.txt to determine how the superseded data were derived.
 HX1935
 HX1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC857548(NAD 83)
 HX1935_MARKER: R = RIVET
 HX1935_SETTING: 66 = SET IN ROCK OUTCROP
 HX1935_SP_SET: ROCK BLUFF
 HX1935_STAMPING: D12 1933
 HX1935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1935+STABILITY: POSITION/ELEVATION WELL
 HX1935
 HX1935  HISTORY     - Date     Condition        Report By
 HX1935  HISTORY     - 1933     MONUMENTED       CGS
 HX1935  HISTORY     - 1948     GOOD             NGS
 HX1935
 HX1935                          STATION DESCRIPTION
 HX1935
 HX1935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HX1935'0.9 MI E FROM DORFEE.
 HX1935'0.9 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1935'STATION AT DORFEE, IN THE FACE OF A ROCK BLUFF ON THE OUTSIDE OF A
 HX1935'LONG CURVE, 3 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3
 HX1935'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED D 12 1933 AND
 HX1935'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0891 ***********************************************************************
 KY0891  DESIGNATION -  D 120
 KY0891  PID         -  KY0891
 KY0891  STATE/COUNTY-  WV/BROOKE
 KY0891  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0891
 KY0891                         *CURRENT SURVEY CONTROL
 KY0891  ___________________________________________________________________
 KY0891* NAD 83(1986)-  40 18 09.     (N)    080 32 48.     (W)     SCALED    
 KY0891* NAVD 88     -       218.256  (meters)     716.06   (feet)  ADJUSTED  
 KY0891  ___________________________________________________________________
 KY0891  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KY0891  DYNAMIC HT  -         218.139 (meters)     715.68  (feet)  COMP
 KY0891  MODELED GRAV-     980,086.9   (mgal)                       NAVD 88
 KY0891
 KY0891  VERT ORDER  -  SECOND    CLASS 0
 KY0891
 KY0891.The horizontal coordinates were scaled from a topographic map and have
 KY0891.an estimated accuracy of +/- 6 seconds.
 KY0891
 KY0891.The orthometric height was determined by differential leveling
 KY0891.and adjusted by the National Geodetic Survey in June 1991..
 KY0891
 KY0891.The geoid height was determined by GEOID03.
 KY0891
 KY0891.The dynamic height is computed by dividing the NAVD 88
 KY0891.geopotential number by the normal gravity value computed on the
 KY0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0891.degrees latitude (g = 980.6199 gals.).
 KY0891
 KY0891.The modeled gravity was interpolated from observed gravity values.
 KY0891
 KY0891;                    North         East    Units  Estimated Accuracy
 KY0891;SPC WV N     -   200,640.      511,020.      MT  (+/- 180 meters Scaled)
 KY0891
 KY0891                          SUPERSEDED SURVEY CONTROL
 KY0891
 KY0891  NGVD 29 (??/??/92)  218.441  (m)          716.67   (f) ADJ UNCH    2 0
 KY0891
 KY0891.Superseded values are not recommended for survey control.
 KY0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0891.See file dsdata.txt to determine how the superseded data were derived.
 KY0891
 KY0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE385614(NAD 83)
 KY0891_MARKER: DB = BENCH MARK DISK
 KY0891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0891_SP_SET: BRIDGE WALL
 KY0891_STAMPING: D 120 1957
 KY0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0891
 KY0891  HISTORY     - Date     Condition        Report By
 KY0891  HISTORY     - 1957     MONUMENTED       CGS
 KY0891
 KY0891                          STATION DESCRIPTION
 KY0891
 KY0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0891'1.8 MI NW FROM VIRGINVILLE.
 KY0891'ABOUT 1.75 MILES NORTHWEST AND WEST ALONG A GRAVEL AND BLACK
 KY0891'TOP ROAD FROM THE POST OFFICE AT VIRGINVILLE, ABOUT 130 YARDS
 KY0891'WEST OF JUNCTION OF PROCTOR ROAD LEADING SOUTH, IN THE TOP OF
 KY0891'NORTHWEST END OF CONCRETE WING WALL AT NORTHWEST CORNER OF
 KY0891'15-FOOT CONCRETE BRIDGE OVER MOUTH OF NORTH PROCTOR RUN, 15
 KY0891'FEET NORTH OF CENTER LINE OF ROAD AND 2 FEET BELOW LEVEL OF
 KY0891'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0936 ***********************************************************************
 KY0936  DESIGNATION -  D 121
 KY0936  PID         -  KY0936
 KY0936  STATE/COUNTY-  WV/BROOKE
 KY0936  USGS QUAD   -  TILTONSVILLE (1985)
 KY0936
 KY0936                         *CURRENT SURVEY CONTROL
 KY0936  ___________________________________________________________________
 KY0936* NAD 83(1986)-  40 11 05.     (N)    080 39 19.     (W)     SCALED    
 KY0936* NAVD 88     -       281.923  (meters)     924.94   (feet)  ADJUSTED  
 KY0936  ___________________________________________________________________
 KY0936  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY0936  DYNAMIC HT  -         281.773 (meters)     924.45  (feet)  COMP
 KY0936  MODELED GRAV-     980,086.4   (mgal)                       NAVD 88
 KY0936
 KY0936  VERT ORDER  -  SECOND    CLASS 0
 KY0936
 KY0936.The horizontal coordinates were scaled from a topographic map and have
 KY0936.an estimated accuracy of +/- 6 seconds.
 KY0936
 KY0936.The orthometric height was determined by differential leveling
 KY0936.and adjusted by the National Geodetic Survey in June 1991..
 KY0936
 KY0936.The geoid height was determined by GEOID03.
 KY0936
 KY0936.The dynamic height is computed by dividing the NAVD 88
 KY0936.geopotential number by the normal gravity value computed on the
 KY0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0936.degrees latitude (g = 980.6199 gals.).
 KY0936
 KY0936.The modeled gravity was interpolated from observed gravity values.
 KY0936
 KY0936;                    North         East    Units  Estimated Accuracy
 KY0936;SPC WV N     -   187,670.      501,620.      MT  (+/- 180 meters Scaled)
 KY0936
 KY0936                          SUPERSEDED SURVEY CONTROL
 KY0936
 KY0936  NGVD 29 (??/??/92)  282.113  (m)          925.57   (f) ADJ UNCH    2 0
 KY0936
 KY0936.Superseded values are not recommended for survey control.
 KY0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0936.See file dsdata.txt to determine how the superseded data were derived.
 KY0936
 KY0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE293483(NAD 83)
 KY0936_MARKER: DB = BENCH MARK DISK
 KY0936_SETTING: 66 = SET IN ROCK OUTCROP
 KY0936_SP_SET: ROCK CUT
 KY0936_STAMPING: D 121 1957
 KY0936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0936+STABILITY: POSITION/ELEVATION WELL
 KY0936
 KY0936  HISTORY     - Date     Condition        Report By
 KY0936  HISTORY     - 1957     MONUMENTED       CGS
 KY0936
 KY0936                          STATION DESCRIPTION
 KY0936
 KY0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0936'1.4 MI E FROM SHORT CREEK.
 KY0936'ABOUT 0.9 MILE EAST ALONG SHORT CREEK ROAD FROM THE JUNCTION OF
 KY0936'STATE HIGHWAY 2 AT SHORT CREEK, THENCE ABOUT 0.5 MILE NORTHEAST
 KY0936'AND EAST ALONG A BLACK TOP ROAD LEADING TO OHIO COUNTY AIRPORT,
 KY0936'ABOUT 195 YARDS EAST OF CROSSING OF A POWER TRANSMISSION LINE,
 KY0936'23 FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 7 1/2 FEET
 KY0936'SOUTH-SOUTHWEST OF CENTER OF A CATCH BASIN, SET VERTICALLY IN THE
 KY0936'NORTH-NORTHEAST FACE OF A 3-FOOT HIGH AND 6-FOOT WIDE ROUGH
 KY0936'ROCK IN A CUT BANK, AND ABOUT 2 FEET ABOVE GROUND AND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0989 ***********************************************************************
 KY0989  DESIGNATION -  D 122
 KY0989  PID         -  KY0989
 KY0989  STATE/COUNTY-  WV/OHIO
 KY0989  USGS QUAD   -  VALLEY GROVE (1981)
 KY0989
 KY0989                         *CURRENT SURVEY CONTROL
 KY0989  ___________________________________________________________________
 KY0989* NAD 83(1986)-  40 04 02.     (N)    080 32 19.     (W)     SCALED    
 KY0989* NAVD 88     -       377.729  (meters)    1239.27   (feet)  ADJUSTED  
 KY0989  ___________________________________________________________________
 KY0989  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KY0989  DYNAMIC HT  -         377.513 (meters)    1238.56  (feet)  COMP
 KY0989  MODELED GRAV-     980,040.6   (mgal)                       NAVD 88
 KY0989
 KY0989  VERT ORDER  -  SECOND    CLASS 0
 KY0989
 KY0989.The horizontal coordinates were scaled from a topographic map and have
 KY0989.an estimated accuracy of +/- 6 seconds.
 KY0989
 KY0989.The orthometric height was determined by differential leveling
 KY0989.and adjusted by the National Geodetic Survey in June 1991..
 KY0989
 KY0989.The geoid height was determined by GEOID03.
 KY0989
 KY0989.The dynamic height is computed by dividing the NAVD 88
 KY0989.geopotential number by the normal gravity value computed on the
 KY0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0989.degrees latitude (g = 980.6199 gals.).
 KY0989
 KY0989.The modeled gravity was interpolated from observed gravity values.
 KY0989
 KY0989;                    North         East    Units  Estimated Accuracy
 KY0989;SPC WV N     -   174,510.      511,400.      MT  (+/- 180 meters Scaled)
 KY0989
 KY0989                          SUPERSEDED SURVEY CONTROL
 KY0989
 KY0989  NGVD 29 (??/??/92)  377.874  (m)         1239.74   (f) ADJ UNCH    2 0
 KY0989
 KY0989.Superseded values are not recommended for survey control.
 KY0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0989.See file dsdata.txt to determine how the superseded data were derived.
 KY0989
 KY0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE393353(NAD 83)
 KY0989_MARKER: DB = BENCH MARK DISK
 KY0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0989_STAMPING: D 122 1957
 KY0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0989+STABILITY: SURFACE MOTION
 KY0989
 KY0989  HISTORY     - Date     Condition        Report By
 KY0989  HISTORY     - 1957     MONUMENTED       CGS
 KY0989
 KY0989                          STATION DESCRIPTION
 KY0989
 KY0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0989'2.4 MI SE FROM VALLEY GROVE.
 KY0989'ABOUT 2.35 MILES SOUTHEAST ALONG STOOLFIRE ROAD FROM THE JUNCTION
 KY0989'OF U.S. HIGHWAY 40 AT VALLEY GROVE, ABOUT 0.8 MILE NORTHWEST OF
 KY0989'JUNCTION OF MIDDLE CREEK ROAD, 0.2 MILE NORTH TOP OF A GRADE, 88
 KY0989'YARDS SOUTH OF THE TOP OF A GRADE, 29 FEET WEST OF CENTER LINE OF
 KY0989'ROAD, 17 FEET SOUTHWEST OF A 30-INCH CATALPA TREE, 14 FEET NORTHWEST
 KY0989'OF A 14-INCH MAPLE TREE, 2 FEET EAST OF A FENCE LINE, 45 FEET NORTH
 KY0989'OF CENTER OF A PASTURE GATE, 84 1/2 FEET NORTHWEST AND ACROSS ROAD
 KY0989'FROM NORTHWEST CORNER OF A LARGE 2-STORY FARM HOUSE, 2 FEET SOUTH
 KY0989'OF A CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND
 KY0989'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0911 ***********************************************************************
 KY0911  DESIGNATION -  D 123
 KY0911  PID         -  KY0911
 KY0911  STATE/COUNTY-  WV/OHIO
 KY0911  USGS QUAD   -  VALLEY GROVE (1981)
 KY0911
 KY0911                         *CURRENT SURVEY CONTROL
 KY0911  ___________________________________________________________________
 KY0911* NAD 83(1986)-  40 01 22.     (N)    080 32 01.     (W)     SCALED    
 KY0911* NAVD 88     -       332.625  (meters)    1091.29   (feet)  ADJUSTED  
 KY0911  ___________________________________________________________________
 KY0911  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KY0911  DYNAMIC HT  -         332.429 (meters)    1090.64  (feet)  COMP
 KY0911  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 KY0911
 KY0911  VERT ORDER  -  SECOND    CLASS 0
 KY0911
 KY0911.The horizontal coordinates were scaled from a topographic map and have
 KY0911.an estimated accuracy of +/- 6 seconds.
 KY0911
 KY0911.The orthometric height was determined by differential leveling
 KY0911.and adjusted by the National Geodetic Survey in June 1991..
 KY0911
 KY0911.The geoid height was determined by GEOID03.
 KY0911
 KY0911.The dynamic height is computed by dividing the NAVD 88
 KY0911.geopotential number by the normal gravity value computed on the
 KY0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0911.degrees latitude (g = 980.6199 gals.).
 KY0911
 KY0911.The modeled gravity was interpolated from observed gravity values.
 KY0911
 KY0911;                    North         East    Units  Estimated Accuracy
 KY0911;SPC WV N     -   169,570.      511,770.      MT  (+/- 180 meters Scaled)
 KY0911
 KY0911                          SUPERSEDED SURVEY CONTROL
 KY0911
 KY0911  NGVD 29 (??/??/92)  332.766  (m)         1091.75   (f) ADJ UNCH    2 0
 KY0911
 KY0911.Superseded values are not recommended for survey control.
 KY0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0911.See file dsdata.txt to determine how the superseded data were derived.
 KY0911
 KY0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE397303(NAD 83)
 KY0911_MARKER: DB = BENCH MARK DISK
 KY0911_SETTING: 80 = SET IN A BOULDER
 KY0911_SP_SET: BOULDER
 KY0911_STAMPING: D 123 1957
 KY0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0911+STABILITY: SURFACE MOTION
 KY0911
 KY0911  HISTORY     - Date     Condition        Report By
 KY0911  HISTORY     - 1957     MONUMENTED       CGS
 KY0911
 KY0911                          STATION DESCRIPTION
 KY0911
 KY0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0911'0.8 MI NW FROM DALLAS.
 KY0911'ABOUT 0.75 MILE NORTHWEST ALONG DALLAS PIKE FROM THE JUNCTION
 KY0911'OF DALLAS-LIMESTONE ROAD AT DALLAS, 99 YARDS SOUTH OF A BRIDGE
 KY0911'OVER GILLESPIE RUN, 28 1/2 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 KY0911'4 FEET WEST AND INSIDE A FENCE CORNER, 32 FEET SOUTHEAST OF
 KY0911'TELEPHONE POLE NO. 91-175, IN THE TOP OF THE HIGHEST POINT OF
 KY0911'A 4 BY 6-FOOT BOULDER PROJECTING 1 1/2 FEET, 4 1/2 FEET WEST OF AN
 KY0911'8-INCH WHITE OAK TREE, AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0763 ***********************************************************************
 JX0763  DESIGNATION -  D 125
 JX0763  PID         -  JX0763
 JX0763  STATE/COUNTY-  WV/MARSHALL
 JX0763  USGS QUAD   -  MAJORSVILLE (1988)
 JX0763
 JX0763                         *CURRENT SURVEY CONTROL
 JX0763  ___________________________________________________________________
 JX0763* NAD 83(1986)-  39 54 36.     (N)    080 31 53.     (W)     SCALED    
 JX0763* NAVD 88     -       413.190  (meters)    1355.61   (feet)  ADJUSTED  
 JX0763  ___________________________________________________________________
 JX0763  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JX0763  DYNAMIC HT  -         412.950 (meters)    1354.82  (feet)  COMP
 JX0763  MODELED GRAV-     980,033.0   (mgal)                       NAVD 88
 JX0763
 JX0763  VERT ORDER  -  SECOND    CLASS 0
 JX0763
 JX0763.The horizontal coordinates were scaled from a topographic map and have
 JX0763.an estimated accuracy of +/- 6 seconds.
 JX0763
 JX0763.The orthometric height was determined by differential leveling
 JX0763.and adjusted by the National Geodetic Survey in June 1991..
 JX0763
 JX0763.The geoid height was determined by GEOID03.
 JX0763
 JX0763.The dynamic height is computed by dividing the NAVD 88
 JX0763.geopotential number by the normal gravity value computed on the
 JX0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0763.degrees latitude (g = 980.6199 gals.).
 JX0763
 JX0763.The modeled gravity was interpolated from observed gravity values.
 JX0763
 JX0763;                    North         East    Units  Estimated Accuracy
 JX0763;SPC WV N     -   157,040.      511,820.      MT  (+/- 180 meters Scaled)
 JX0763
 JX0763                          SUPERSEDED SURVEY CONTROL
 JX0763
 JX0763  NGVD 29 (??/??/92)  413.329  (m)         1356.06   (f) ADJ UNCH    2 0
 JX0763
 JX0763.Superseded values are not recommended for survey control.
 JX0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0763.See file dsdata.txt to determine how the superseded data were derived.
 JX0763
 JX0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE400178(NAD 83)
 JX0763_MARKER: DB = BENCH MARK DISK
 JX0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0763_STAMPING: D 125 1957
 JX0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0763+STABILITY: SURFACE MOTION
 JX0763
 JX0763  HISTORY     - Date     Condition        Report By
 JX0763  HISTORY     - 1957     MONUMENTED       CGS
 JX0763
 JX0763                          STATION DESCRIPTION
 JX0763
 JX0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0763'3 MI N FROM ROCKLICK.
 JX0763'ABOUT 2.95 MILES NORTH ALONG A ROAD LEADING TO CALIS FROM THE
 JX0763'JUNCTION OF STATE HIGHWAY 89 AT ROCKLICK, ABOUT 2.55 MILES SOUTH
 JX0763'OF THE CHURCH AND CEMETERY AT CALIS, IN THE JUNCTION OF TRIANGLE
 JX0763'OF A ROAD LEADING EAST TO VICTORY SCHOOL, 19 FEET NORTHWEST OF
 JX0763'CENTER LINE OF ROAD ON SOUTHEAST SIDE OF TRIANGLE, 21 1/2 FEET
 JX0763'EAST OF CENTER LINE OF GRAVEL ROAD, 19 1/2 FEET SOUTHWEST OF
 JX0763'CENTER LINE OF ROAD ON NORTHEAST SIDE OF TRIANGLE, 2 1/2 FEET
 JX0763'SOUTH OF A 4-H CLUB SIGN POST, 42 FEET NORTH AND ACROSS ROAD FROM
 JX0763'A 24-INCH MAPLE TREE WITH A CIRCULAR BLAZE, ABOUT 1 FOOT ABOVE
 JX0763'LEVEL OF MAIN ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX0763'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0599 ***********************************************************************
 JX0599  DESIGNATION -  D 126
 JX0599  PID         -  JX0599
 JX0599  STATE/COUNTY-  WV/WETZEL
 JX0599  USGS QUAD   -  LITTLETON (1976)
 JX0599
 JX0599                         *CURRENT SURVEY CONTROL
 JX0599  ___________________________________________________________________
 JX0599* NAD 83(1986)-  39 40 48.     (N)    080 31 21.     (W)     SCALED    
 JX0599* NAVD 88     -       308.262  (meters)    1011.36   (feet)  ADJUSTED  
 JX0599  ___________________________________________________________________
 JX0599  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JX0599  DYNAMIC HT  -         308.082 (meters)    1010.77  (feet)  COMP
 JX0599  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 JX0599
 JX0599  VERT ORDER  -  SECOND    CLASS 0
 JX0599
 JX0599.The horizontal coordinates were scaled from a topographic map and have
 JX0599.an estimated accuracy of +/- 6 seconds.
 JX0599
 JX0599.The orthometric height was determined by differential leveling
 JX0599.and adjusted by the National Geodetic Survey in June 1991..
 JX0599
 JX0599.The geoid height was determined by GEOID03.
 JX0599
 JX0599.The dynamic height is computed by dividing the NAVD 88
 JX0599.geopotential number by the normal gravity value computed on the
 JX0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0599.degrees latitude (g = 980.6199 gals.).
 JX0599
 JX0599.The modeled gravity was interpolated from observed gravity values.
 JX0599
 JX0599;                    North         East    Units  Estimated Accuracy
 JX0599;SPC WV N     -   131,500.      512,290.      MT  (+/- 180 meters Scaled)
 JX0599
 JX0599                          SUPERSEDED SURVEY CONTROL
 JX0599
 JX0599  NGVD 29 (??/??/92)  308.412  (m)         1011.85   (f) ADJ UNCH    2 0
 JX0599
 JX0599.Superseded values are not recommended for survey control.
 JX0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0599.See file dsdata.txt to determine how the superseded data were derived.
 JX0599
 JX0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND409923(NAD 83)
 JX0599_MARKER: DB = BENCH MARK DISK
 JX0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0599_SP_SET: CULVERT
 JX0599_STAMPING: D 126 1957
 JX0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0599
 JX0599  HISTORY     - Date     Condition        Report By
 JX0599  HISTORY     - 1957     MONUMENTED       CGS
 JX0599
 JX0599                          STATION DESCRIPTION
 JX0599
 JX0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0599'3.8 MI SW FROM LITTLETON.
 JX0599'ABOUT 1.15 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 JX0599'OFFICE AT LITTLETON, THENCE ABOUT 2.65 MILES WEST AND SOUTH ALONG
 JX0599'COUNTY ROAD NO. 9 FOLLOWING SUGAR RUN, IN THE TOP OF THE NORTH
 JX0599'END OF EAST HEAD WALL OF A 4-FOOT CONCRETE CULVERT UNDER ROAD,
 JX0599'11 FEET EAST OF CENTER LINE OF ROAD, 1 FOOT SOUTH OF NORTH END
 JX0599'OF HEAD WALL AND 1 FOOT ABOVE LEVEL OF HIGHWAY.  NOTE-- MARK
 JX0599'IS REACHED FROM UNIONTOWN, WETZEL COUNTY, BY GOING ABOUT 3.2
 JX0599'MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AND
 JX0599'ROAD JUNCTION, THENCE ABOUT 2.1 MILES NORTH ALONG COUNTY ROAD
 JX0599'NO. 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0700 ***********************************************************************
 JX0700  DESIGNATION -  D 127
 JX0700  PID         -  JX0700
 JX0700  STATE/COUNTY-  WV/MARSHALL
 JX0700  USGS QUAD   -  CAMERON (1988)
 JX0700
 JX0700                         *CURRENT SURVEY CONTROL
 JX0700  ___________________________________________________________________
 JX0700* NAD 83(1986)-  39 45 24.     (N)    080 36 40.     (W)     SCALED    
 JX0700* NAVD 88     -       245.088  (meters)     804.09   (feet)  ADJUSTED  
 JX0700  ___________________________________________________________________
 JX0700  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JX0700  DYNAMIC HT  -         244.945 (meters)     803.62  (feet)  COMP
 JX0700  MODELED GRAV-     980,040.0   (mgal)                       NAVD 88
 JX0700
 JX0700  VERT ORDER  -  SECOND    CLASS 0
 JX0700
 JX0700.The horizontal coordinates were scaled from a topographic map and have
 JX0700.an estimated accuracy of +/- 6 seconds.
 JX0700
 JX0700.The orthometric height was determined by differential leveling
 JX0700.and adjusted by the National Geodetic Survey in June 1991..
 JX0700
 JX0700.The geoid height was determined by GEOID03.
 JX0700
 JX0700.The dynamic height is computed by dividing the NAVD 88
 JX0700.geopotential number by the normal gravity value computed on the
 JX0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0700.degrees latitude (g = 980.6199 gals.).
 JX0700
 JX0700.The modeled gravity was interpolated from observed gravity values.
 JX0700
 JX0700;                    North         East    Units  Estimated Accuracy
 JX0700;SPC WV N     -   140,100.      504,790.      MT  (+/- 180 meters Scaled)
 JX0700
 JX0700                          SUPERSEDED SURVEY CONTROL
 JX0700
 JX0700  NGVD 29 (??/??/92)  245.225  (m)          804.54   (f) ADJ UNCH    2 0
 JX0700
 JX0700.Superseded values are not recommended for survey control.
 JX0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0700.See file dsdata.txt to determine how the superseded data were derived.
 JX0700
 JX0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE333008(NAD 83)
 JX0700_MARKER: DB = BENCH MARK DISK
 JX0700_SETTING: 66 = SET IN ROCK OUTCROP
 JX0700_SP_SET: ROCK OUTCROP
 JX0700_STAMPING: D 127 1957
 JX0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0700+STABILITY: POSITION/ELEVATION WELL
 JX0700
 JX0700  HISTORY     - Date     Condition        Report By
 JX0700  HISTORY     - 1957     MONUMENTED       CGS
 JX0700
 JX0700                          STATION DESCRIPTION
 JX0700
 JX0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0700'2.8 MI E FROM ADALINE.
 JX0700'ABOUT 2.8 MILES EAST ALONG A ROAD FOLLOWING FISH CREEK FROM
 JX0700'THE SCHOOL AT ADALINE, ABOUT 0.35 MILE EAST OF A CEMETERY, ABOUT
 JX0700'0.75 MILE NORTHWEST OF A ROAD JUNCTION AND A SIDE ROAD BRIDGE
 JX0700'OVER FISH CREEK, 23 FEET SOUTHEAST OF CENTER LINE OF ROAD, SET
 JX0700'IN THE TOP OF A ROCK OUTCROP, 30 FEET NORTH OF NORTH CORNER OF
 JX0700'A 7 BY 9 FOOT TIN BUILDING OF GAS COMPANY AT A POINT WHERE PIPE
 JX0700'LINE GOES UNDER ROAD, 53 FEET NORTHEAST OF THE NORTHEAST MOST
 JX0700'OF FOUR MAN HOLES TO REACH GAS LINE, 6 INCHES NORTH OF SOUTH
 JX0700'EDGE OF ROCK OUTCROP AND ABOUT 3 1/2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0564 ***********************************************************************
 JX0564  DESIGNATION -  D 128
 JX0564  PID         -  JX0564
 JX0564  STATE/COUNTY-  WV/MARSHALL
 JX0564  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0564
 JX0564                         *CURRENT SURVEY CONTROL
 JX0564  ___________________________________________________________________
 JX0564* NAD 83(1986)-  39 44 05.     (N)    080 46 43.     (W)     SCALED    
 JX0564* NAVD 88     -       378.833  (meters)    1242.89   (feet)  ADJUSTED  
 JX0564  ___________________________________________________________________
 JX0564  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX0564  DYNAMIC HT  -         378.621 (meters)    1242.19  (feet)  COMP
 JX0564  MODELED GRAV-     980,055.0   (mgal)                       NAVD 88
 JX0564
 JX0564  VERT ORDER  -  SECOND    CLASS 0
 JX0564
 JX0564.The horizontal coordinates were scaled from a topographic map and have
 JX0564.an estimated accuracy of +/- 6 seconds.
 JX0564
 JX0564.The orthometric height was determined by differential leveling
 JX0564.and adjusted by the National Geodetic Survey in June 1991..
 JX0564
 JX0564.The geoid height was determined by GEOID03.
 JX0564
 JX0564.The dynamic height is computed by dividing the NAVD 88
 JX0564.geopotential number by the normal gravity value computed on the
 JX0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0564.degrees latitude (g = 980.6199 gals.).
 JX0564
 JX0564.The modeled gravity was interpolated from observed gravity values.
 JX0564
 JX0564;                    North         East    Units  Estimated Accuracy
 JX0564;SPC WV N     -   137,860.      490,400.      MT  (+/- 180 meters Scaled)
 JX0564
 JX0564                          SUPERSEDED SURVEY CONTROL
 JX0564
 JX0564  NGVD 29 (??/??/92)  379.001  (m)         1243.44   (f) ADJ UNCH    2 0
 JX0564
 JX0564.Superseded values are not recommended for survey control.
 JX0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0564.See file dsdata.txt to determine how the superseded data were derived.
 JX0564
 JX0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND189983(NAD 83)
 JX0564_MARKER: DB = BENCH MARK DISK
 JX0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0564_STAMPING: D 128 1957
 JX0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0564+STABILITY: SURFACE MOTION
 JX0564
 JX0564  HISTORY     - Date     Condition        Report By
 JX0564  HISTORY     - 1957     MONUMENTED       CGS
 JX0564  HISTORY     - 1986     GOOD             NGS
 JX0564
 JX0564                          STATION DESCRIPTION
 JX0564
 JX0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0564'0.8 MI SE FROM FAIRVIEW.
 JX0564'ABOUT 0.8 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 JX0564'AND CROSSROAD AT FAIRVIEW, ABOUT 1.0 MILE NORTHWEST OF A CONCRETE
 JX0564'BLOCK SCHOOL, NEAR THE BOTTOM OF GRADES, ABOUT MIDWAY BETWEEN
 JX0564'TWO GRADES WITH HOUSES ON TOP OF EACH GRADE, 21 FEET SOUTHWEST
 JX0564'OF CENTER LINE OF ROAD, 71 FEET SOUTHEAST OF CENTER LINE OF
 JX0564'A GATE AND A ROAD TO A FIELD, 116 FEET NORTHEAST OF JUNCTION
 JX0564'POWER POLE NO. 27-661, 58 FEET SOUTHWEST AND ACROSS ROAD FROM
 JX0564'POWER POLE NO. 27-1414, 1.3 FEET NORTHEAST OF A FENCE LINE, 2
 JX0564'FEET SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE
 JX0564'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JX0564
 JX0564                          STATION RECOVERY (1986)
 JX0564
 JX0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JX0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0444 ***********************************************************************
 JX0444  DESIGNATION -  D 129
 JX0444  PID         -  JX0444
 JX0444  STATE/COUNTY-  WV/WETZEL
 JX0444  USGS QUAD   -  PINE GROVE (1976)
 JX0444
 JX0444                         *CURRENT SURVEY CONTROL
 JX0444  ___________________________________________________________________
 JX0444* NAD 83(1986)-  39 33 43.     (N)    080 40 38.     (W)     SCALED    
 JX0444* NAVD 88     -       218.899  (meters)     718.17   (feet)  ADJUSTED  
 JX0444  ___________________________________________________________________
 JX0444  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0444  DYNAMIC HT  -         218.771 (meters)     717.75  (feet)  COMP
 JX0444  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 JX0444
 JX0444  VERT ORDER  -  SECOND    CLASS 0
 JX0444
 JX0444.The horizontal coordinates were scaled from a topographic map and have
 JX0444.an estimated accuracy of +/- 6 seconds.
 JX0444
 JX0444.The orthometric height was determined by differential leveling
 JX0444.and adjusted by the National Geodetic Survey in June 1991..
 JX0444
 JX0444.The geoid height was determined by GEOID03.
 JX0444
 JX0444.The dynamic height is computed by dividing the NAVD 88
 JX0444.geopotential number by the normal gravity value computed on the
 JX0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0444.degrees latitude (g = 980.6199 gals.).
 JX0444
 JX0444.The modeled gravity was interpolated from observed gravity values.
 JX0444
 JX0444;                    North         East    Units  Estimated Accuracy
 JX0444;SPC WV N     -   118,560.      498,840.      MT  (+/- 180 meters Scaled)
 JX0444
 JX0444                          SUPERSEDED SURVEY CONTROL
 JX0444
 JX0444  NGVD 29 (??/??/92)  219.061  (m)          718.70   (f) ADJ UNCH    2 0
 JX0444
 JX0444.Superseded values are not recommended for survey control.
 JX0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0444.See file dsdata.txt to determine how the superseded data were derived.
 JX0444
 JX0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND277791(NAD 83)
 JX0444_MARKER: DB = BENCH MARK DISK
 JX0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0444_SP_SET: BRIDGE
 JX0444_STAMPING: D 129 1957
 JX0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0444
 JX0444  HISTORY     - Date     Condition        Report By
 JX0444  HISTORY     - 1957     MONUMENTED       CGS
 JX0444
 JX0444                          STATION DESCRIPTION
 JX0444
 JX0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0444'0.2 MI SE FROM PINE GROVE.
 JX0444'AT PINE GROVE, ABOUT 0.15 MILE SOUTHEAST ALONG THE BALTIMORE
 JX0444'AND OHIO RAILROAD FROM THE STATION, NEAR MILEAGE POLE NO. 17+31,
 JX0444'IN THE TOP OF THE EAST END OF SOUTH ABUTMENT OF RAILROAD BRIDGE
 JX0444'NO. 130, 9 FEET EAST OF EAST RAIL AND ABOUT 1 1/2 FEET BELOW LEVEL
 JX0444'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0577 ***********************************************************************
 JX0577  DESIGNATION -  D 130
 JX0577  PID         -  JX0577
 JX0577  STATE/COUNTY-  WV/WETZEL
 JX0577  USGS QUAD   -  WILEYVILLE (1976)
 JX0577
 JX0577                         *CURRENT SURVEY CONTROL
 JX0577  ___________________________________________________________________
 JX0577* NAD 83(1986)-  39 38 58.     (N)    080 44 47.     (W)     SCALED    
 JX0577* NAVD 88     -       413.107  (meters)    1355.34   (feet)  ADJUSTED  
 JX0577  ___________________________________________________________________
 JX0577  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JX0577  DYNAMIC HT  -         412.867 (meters)    1354.55  (feet)  COMP
 JX0577  MODELED GRAV-     980,031.7   (mgal)                       NAVD 88
 JX0577
 JX0577  VERT ORDER  -  SECOND    CLASS 0
 JX0577
 JX0577.The horizontal coordinates were scaled from a topographic map and have
 JX0577.an estimated accuracy of +/- 6 seconds.
 JX0577
 JX0577.The orthometric height was determined by differential leveling
 JX0577.and adjusted by the National Geodetic Survey in June 1991..
 JX0577
 JX0577.The geoid height was determined by GEOID03.
 JX0577
 JX0577.The dynamic height is computed by dividing the NAVD 88
 JX0577.geopotential number by the normal gravity value computed on the
 JX0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0577.degrees latitude (g = 980.6199 gals.).
 JX0577
 JX0577.The modeled gravity was interpolated from observed gravity values.
 JX0577
 JX0577;                    North         East    Units  Estimated Accuracy
 JX0577;SPC WV N     -   128,350.      493,030.      MT  (+/- 180 meters Scaled)
 JX0577
 JX0577                          SUPERSEDED SURVEY CONTROL
 JX0577
 JX0577  NGVD 29 (??/??/92)  413.264  (m)         1355.85   (f) ADJ UNCH    2 0
 JX0577
 JX0577.Superseded values are not recommended for survey control.
 JX0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0577.See file dsdata.txt to determine how the superseded data were derived.
 JX0577
 JX0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND217888(NAD 83)
 JX0577_MARKER: DB = BENCH MARK DISK
 JX0577_SETTING: 66 = SET IN ROCK OUTCROP
 JX0577_SP_SET: ROCK CUT
 JX0577_STAMPING: D 130 1957
 JX0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0577+STABILITY: POSITION/ELEVATION WELL
 JX0577
 JX0577  HISTORY     - Date     Condition        Report By
 JX0577  HISTORY     - 1957     MONUMENTED       CGS
 JX0577
 JX0577                          STATION DESCRIPTION
 JX0577
 JX0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0577'3.3 MI SW FROM NEWDALE.
 JX0577'ABOUT 3.3 MILES SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO NEW
 JX0577'MARTINSVILLE FROM THE JUNCTION OF STATE HIGHWAY 89 AT NEWDALE,
 JX0577'ABOUT 0.2 MILE NORTHEAST OF FRIENDSHIP CHURCH AND SCHOOL AND
 JX0577'JUNCTION OF A ROAD SOUTH, SET VERTICALLY IN THE SOUTH FACE AND
 JX0577'NEAR THE WEST END OF A LONG ROCK CUT, 18 FEET NORTH OF CENTER LINE
 JX0577'OF ROAD, 215 FEET WEST OF CENTER OF JUNCTION OF A DRIVE LEADING
 JX0577'NORTH TO A 2-STORY YELLOW FRAME HOUSE, 1 1/2 FEET ABOVE GROUND
 JX0577'AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0870 ***********************************************************************
 JX0870  DESIGNATION -  D 131
 JX0870  PID         -  JX0870
 JX0870  STATE/COUNTY-  WV/PLEASANTS
 JX0870  USGS QUAD   -  RAVEN ROCK (1994)
 JX0870
 JX0870                         *CURRENT SURVEY CONTROL
 JX0870  ___________________________________________________________________
 JX0870* NAD 83(1986)-  39 26 35.     (N)    081 07 33.     (W)     SCALED    
 JX0870* NAVD 88     -       193.701  (meters)     635.50   (feet)  ADJUSTED  
 JX0870  ___________________________________________________________________
 JX0870  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JX0870  DYNAMIC HT  -         193.585 (meters)     635.12  (feet)  COMP
 JX0870  MODELED GRAV-     980,025.1   (mgal)                       NAVD 88
 JX0870
 JX0870  VERT ORDER  -  FIRST     CLASS II
 JX0870
 JX0870.The horizontal coordinates were scaled from a topographic map and have
 JX0870.an estimated accuracy of +/- 6 seconds.
 JX0870
 JX0870.The orthometric height was determined by differential leveling
 JX0870.and adjusted by the National Geodetic Survey in June 1991..
 JX0870
 JX0870.The geoid height was determined by GEOID03.
 JX0870
 JX0870.The dynamic height is computed by dividing the NAVD 88
 JX0870.geopotential number by the normal gravity value computed on the
 JX0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0870.degrees latitude (g = 980.6199 gals.).
 JX0870
 JX0870.The modeled gravity was interpolated from observed gravity values.
 JX0870
 JX0870;                    North         East    Units  Estimated Accuracy
 JX0870;SPC WV N     -   105,960.      460,060.      MT  (+/- 180 meters Scaled)
 JX0870
 JX0870                          SUPERSEDED SURVEY CONTROL
 JX0870
 JX0870  NGVD 29 (??/??/92)  193.874  (m)          636.07   (f) ADJ UNCH    1 2
 JX0870
 JX0870.Superseded values are not recommended for survey control.
 JX0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0870.See file dsdata.txt to determine how the superseded data were derived.
 JX0870
 JX0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD891659(NAD 83)
 JX0870_MARKER: DB = BENCH MARK DISK
 JX0870_SETTING: 66 = SET IN ROCK OUTCROP
 JX0870_SP_SET: ROCK LEDGE
 JX0870_STAMPING: D 131 1957
 JX0870_MARK LOGO: CGS   
 JX0870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0870+STABILITY: POSITION/ELEVATION WELL
 JX0870
 JX0870  HISTORY     - Date     Condition        Report By
 JX0870  HISTORY     - 1957     MONUMENTED       CGS
 JX0870  HISTORY     - 1983     GOOD             NGS
 JX0870
 JX0870                          STATION DESCRIPTION
 JX0870
 JX0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0870'1.9 MI SW FROM BENS RUN.
 JX0870'ABOUT 1.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0870'FROM THE JUNCTION OF STATE HIGHWAY 2 AND BENS RUN ROAD AT BENS
 JX0870'RUN, IN THE TOP OF AN OUTCROPPING SANDSTONE LEDGE ABOUT 8 BY 6
 JX0870'FEET AND ABOUT 5 FEET HIGH, 53 FEET SOUTHEAST OF CENTER LINE OF
 JX0870'STATE HIGHWAY 2, 262 FEET NORTHEAST OF NORTHEAST END OF SOUTHEAST
 JX0870'HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT OVER RIGGS RUN ON
 JX0870'HIGHWAY 2, 23 FEET SOUTHEAST OF A FENCE LINE, 57 FEET SOUTHWEST
 JX0870'OF A 30-INCH ELM TREE, 2 3/4 FEET SOUTHEAST AND 1 1/2 FEET
 JX0870'ABOVE THE TOP POINT OF A 14-INCH TRIANGLE CHISELED IN FACE OF
 JX0870'LEDGE AND ABOUT 5 FEET ABOVE LEVEL OF HIGHWAY.
 JX0870
 JX0870                          STATION RECOVERY (1983)
 JX0870
 JX0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0870'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE WITH
 JX0870'THE FOLLOWING CORRECTIONS.  DELETE--23 FEET SOUTHEAST OF A FENCE LINE.
 JX0870'THE MARK IS 2.74 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0883 ***********************************************************************
 JX0883  DESIGNATION -  D 132
 JX0883  PID         -  JX0883
 JX0883  STATE/COUNTY-  WV/PLEASANTS
 JX0883  USGS QUAD   -  BELMONT (1994)
 JX0883
 JX0883                         *CURRENT SURVEY CONTROL
 JX0883  ___________________________________________________________________
 JX0883* NAD 83(1986)-  39 22 55.     (N)    081 15 29.     (W)     SCALED    
 JX0883* NAVD 88     -       190.787  (meters)     625.94   (feet)  ADJUSTED  
 JX0883  ___________________________________________________________________
 JX0883  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JX0883  DYNAMIC HT  -         190.672 (meters)     625.56  (feet)  COMP
 JX0883  MODELED GRAV-     980,017.7   (mgal)                       NAVD 88
 JX0883
 JX0883  VERT ORDER  -  SECOND    CLASS 0
 JX0883
 JX0883.The horizontal coordinates were scaled from a topographic map and have
 JX0883.an estimated accuracy of +/- 6 seconds.
 JX0883
 JX0883.The orthometric height was determined by differential leveling
 JX0883.and adjusted by the National Geodetic Survey in June 1991..
 JX0883
 JX0883.The geoid height was determined by GEOID03.
 JX0883
 JX0883.The dynamic height is computed by dividing the NAVD 88
 JX0883.geopotential number by the normal gravity value computed on the
 JX0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0883.degrees latitude (g = 980.6199 gals.).
 JX0883
 JX0883.The modeled gravity was interpolated from observed gravity values.
 JX0883
 JX0883;                    North         East    Units  Estimated Accuracy
 JX0883;SPC WV N     -    99,390.      448,550.      MT  (+/- 180 meters Scaled)
 JX0883
 JX0883                          SUPERSEDED SURVEY CONTROL
 JX0883
 JX0883  NGVD 29 (??/??/92)  190.948  (m)          626.47   (f) ADJ UNCH    2 0
 JX0883
 JX0883.Superseded values are not recommended for survey control.
 JX0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0883.See file dsdata.txt to determine how the superseded data were derived.
 JX0883
 JX0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD777591(NAD 83)
 JX0883_MARKER: DB = BENCH MARK DISK
 JX0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0883_STAMPING: D 132 1957
 JX0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0883+STABILITY: SURFACE MOTION
 JX0883
 JX0883  HISTORY     - Date     Condition        Report By
 JX0883  HISTORY     - 1957     MONUMENTED       CGS
 JX0883  HISTORY     - 1963     GOOD             NGS
 JX0883  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0883
 JX0883                          STATION DESCRIPTION
 JX0883
 JX0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0883'AT BELMONT.
 JX0883'AT BELMONT, AT THE JUNCTION OF STATE HIGHWAY 2 AND MAIN STREET,
 JX0883'34 FEET SOUTHEAST OF CENTER LINE OF STATE HIGHWAY 2, 96 FEET
 JX0883'SOUTHEAST AND ACROSS HIGHWAY FROM SOUTHEAST RAIL OF BALTIMORE
 JX0883'AND OHIO RAILROAD, 103 FEET NORTHWEST OF WEST CORNER OF GABLES
 JX0883'TOURIST HOME, 36 FEET SOUTHEAST OF CENTER OF JUNCTION OF
 JX0883'HIGHWAY AND MAIN STREET, 16 FEET EAST OF CENTER LINE OF MAIN
 JX0883'STREET, 4 FEET EAST OF A POWER AND STREET LIGHT POLE, 3 FEET
 JX0883'SOUTHEAST OF SOUTHEAST CORNER OF A 2-FOOT CONCRETE CATCH
 JX0883'BASIN, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2
 JX0883'FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JX0883'POST PROJECTING 3 INCHES.
 JX0883
 JX0883                          STATION RECOVERY (1963)
 JX0883
 JX0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0883'RECOVERED IN GOOD CONDITION.
 JX0883
 JX0883                          STATION RECOVERY (1983)
 JX0883
 JX0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0883'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK BEING
 JX0883'FOUND, THE MARK LOCATION HAS BEEN GRADED AND MARK POSSIBLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0914 ***********************************************************************
 JX0914  DESIGNATION -  D 133
 JX0914  PID         -  JX0914
 JX0914  STATE/COUNTY-  WV/RITCHIE
 JX0914  USGS QUAD   -  CAIRO (1986)
 JX0914
 JX0914                         *CURRENT SURVEY CONTROL
 JX0914  ___________________________________________________________________
 JX0914* NAD 83(1986)-  39 14 26.     (N)    081 11 51.     (W)     SCALED    
 JX0914* NAVD 88     -       253.987  (meters)     833.29   (feet)  ADJUSTED  
 JX0914  ___________________________________________________________________
 JX0914  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JX0914  DYNAMIC HT  -         253.831 (meters)     832.78  (feet)  COMP
 JX0914  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 JX0914
 JX0914  VERT ORDER  -  SECOND    CLASS 0
 JX0914
 JX0914.The horizontal coordinates were scaled from a topographic map and have
 JX0914.an estimated accuracy of +/- 6 seconds.
 JX0914
 JX0914.The orthometric height was determined by differential leveling
 JX0914.and adjusted by the National Geodetic Survey in June 1991..
 JX0914
 JX0914.The geoid height was determined by GEOID03.
 JX0914
 JX0914.The dynamic height is computed by dividing the NAVD 88
 JX0914.geopotential number by the normal gravity value computed on the
 JX0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0914.degrees latitude (g = 980.6199 gals.).
 JX0914
 JX0914.The modeled gravity was interpolated from observed gravity values.
 JX0914
 JX0914;                    North         East    Units  Estimated Accuracy
 JX0914;SPC WV N     -    83,600.      453,470.      MT  (+/- 180 meters Scaled)
 JX0914
 JX0914                          SUPERSEDED SURVEY CONTROL
 JX0914
 JX0914  NGVD 29 (??/??/92)  254.164  (m)          833.87   (f) ADJ UNCH    2 0
 JX0914
 JX0914.Superseded values are not recommended for survey control.
 JX0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0914.See file dsdata.txt to determine how the superseded data were derived.
 JX0914
 JX0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD829434(NAD 83)
 JX0914_MARKER: DB = BENCH MARK DISK
 JX0914_SETTING: 66 = SET IN ROCK OUTCROP
 JX0914_SP_SET: ROCK CUT
 JX0914_STAMPING: D 133 1957
 JX0914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0914+STABILITY: POSITION/ELEVATION WELL
 JX0914
 JX0914  HISTORY     - Date     Condition        Report By
 JX0914  HISTORY     - 1957     MONUMENTED       CGS
 JX0914  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0914
 JX0914                          STATION DESCRIPTION
 JX0914
 JX0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0914'1.6 MI SE FROM NUTTER FARM.
 JX0914'ABOUT 1.65 MILES SOUTHEAST ALONG STATE HIGHWAY 31 FROM THE
 JX0914'JUNCTION OF U.S. HIGHWAY 50 AT NUTTER FARM, ON THE WEST SLOPE
 JX0914'OF A GRADE, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 JX0914'SOUTHWEST AND EAST, 42 FEET NORTH-NORTHWEST OF CENTER LINE OF
 JX0914'HIGHWAY, 108 FEET WEST OF WEST END OF NORTH HEAD WALL OFA 4-FOOT
 JX0914'CONCRETE BOX CULVERT UNDER HIGHWAY, 55 FEET WEST OF TELEPHONE
 JX0914'POLE NO. 56, SET VERTICLALY IN THE FACE OF A ROCK CUT AND 4 FEET
 JX0914'ABOVE LEVEL OF HIGHWAY.
 JX0914
 JX0914                          STATION RECOVERY (1983)
 JX0914
 JX0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0914'NOT RECOVERED, ONLY THE HOLE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1030 ***********************************************************************
 JX1030  DESIGNATION -  D 134
 JX1030  PID         -  JX1030
 JX1030  STATE/COUNTY-  WV/PLEASANTS
 JX1030  USGS QUAD   -  SCHULTZ (1975)
 JX1030
 JX1030                         *CURRENT SURVEY CONTROL
 JX1030  ___________________________________________________________________
 JX1030* NAD 83(1986)-  39 21 06.     (N)    081 08 12.     (W)     SCALED    
 JX1030* NAVD 88     -       318.163  (meters)    1043.84   (feet)  ADJUSTED  
 JX1030  ___________________________________________________________________
 JX1030  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JX1030  DYNAMIC HT  -         317.965 (meters)    1043.19  (feet)  COMP
 JX1030  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JX1030
 JX1030  VERT ORDER  -  SECOND    CLASS 0
 JX1030
 JX1030.The horizontal coordinates were scaled from a topographic map and have
 JX1030.an estimated accuracy of +/- 6 seconds.
 JX1030
 JX1030.The orthometric height was determined by differential leveling
 JX1030.and adjusted by the National Geodetic Survey in June 1991..
 JX1030
 JX1030.The geoid height was determined by GEOID03.
 JX1030
 JX1030.The dynamic height is computed by dividing the NAVD 88
 JX1030.geopotential number by the normal gravity value computed on the
 JX1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1030.degrees latitude (g = 980.6199 gals.).
 JX1030
 JX1030.The modeled gravity was interpolated from observed gravity values.
 JX1030
 JX1030;                    North         East    Units  Estimated Accuracy
 JX1030;SPC WV N     -    95,830.      458,940.      MT  (+/- 180 meters Scaled)
 JX1030
 JX1030                          SUPERSEDED SURVEY CONTROL
 JX1030
 JX1030  NGVD 29 (??/??/92)  318.322  (m)         1044.36   (f) ADJ UNCH    2 0
 JX1030
 JX1030.Superseded values are not recommended for survey control.
 JX1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1030.See file dsdata.txt to determine how the superseded data were derived.
 JX1030
 JX1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD882558(NAD 83)
 JX1030_MARKER: DB = BENCH MARK DISK
 JX1030_SETTING: 66 = SET IN ROCK OUTCROP
 JX1030_SP_SET: ROCK CUT
 JX1030_STAMPING: D 134 1957
 JX1030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1030+STABILITY: POSITION/ELEVATION WELL
 JX1030
 JX1030  HISTORY     - Date     Condition        Report By
 JX1030  HISTORY     - 1957     MONUMENTED       CGS
 JX1030
 JX1030                          STATION DESCRIPTION
 JX1030
 JX1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1030'4.4 MI NW FROM FINCH.
 JX1030'ABOUT 4.4 MILES NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 50 FROM
 JX1030'THE MT. OLIVET METHODIST CHURCH AND CEMETERY AT FINCH, ABOUT
 JX1030'0.85 MILE SOUTHEAST OF CLOVERDALE CHURCH AND CEMETERY, ON A GRADE
 JX1030'DECENDING NORTHWEST, SET VERTICALLY IN FACE OF A ROCK CUT, 26
 JX1030'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 185 FEET NORTHWEST OF
 JX1030'CENTER OF A CROSSROADS, 62 FEET WEST OF CENTER OF JUNCTION OF
 JX1030'HIGHWAY AND A GRAVEL ROAD NORTH, 56 FEET NORTHWEST OF NORTHWEST
 JX1030'END OF SOUTHWEST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT
 JX1030'UNDER HIGHWAY AND 3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0383 ***********************************************************************
 JX0383  DESIGNATION -  D 135
 JX0383  PID         -  JX0383
 JX0383  STATE/COUNTY-  WV/TYLER
 JX0383  USGS QUAD   -  SHIRLEY (1989)
 JX0383
 JX0383                         *CURRENT SURVEY CONTROL
 JX0383  ___________________________________________________________________
 JX0383* NAD 83(1986)-  39 24 48.     (N)    080 47 31.     (W)     SCALED    
 JX0383* NAVD 88     -       220.485  (meters)     723.37   (feet)  ADJUSTED  
 JX0383  ___________________________________________________________________
 JX0383  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JX0383  DYNAMIC HT  -         220.353 (meters)     722.94  (feet)  COMP
 JX0383  MODELED GRAV-     980,022.3   (mgal)                       NAVD 88
 JX0383
 JX0383  VERT ORDER  -  SECOND    CLASS 0
 JX0383
 JX0383.The horizontal coordinates were scaled from a topographic map and have
 JX0383.an estimated accuracy of +/- 6 seconds.
 JX0383
 JX0383.The orthometric height was determined by differential leveling
 JX0383.and adjusted by the National Geodetic Survey in June 1991..
 JX0383
 JX0383.The geoid height was determined by GEOID03.
 JX0383
 JX0383.The dynamic height is computed by dividing the NAVD 88
 JX0383.geopotential number by the normal gravity value computed on the
 JX0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0383.degrees latitude (g = 980.6199 gals.).
 JX0383
 JX0383.The modeled gravity was interpolated from observed gravity values.
 JX0383
 JX0383;                    North         East    Units  Estimated Accuracy
 JX0383;SPC WV N     -   102,200.      488,750.      MT  (+/- 180 meters Scaled)
 JX0383
 JX0383                          SUPERSEDED SURVEY CONTROL
 JX0383
 JX0383  NGVD 29 (??/??/92)  220.648  (m)          723.91   (f) ADJ UNCH    2 0
 JX0383
 JX0383.Superseded values are not recommended for survey control.
 JX0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0383.See file dsdata.txt to determine how the superseded data were derived.
 JX0383
 JX0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND179626(NAD 83)
 JX0383_MARKER: DB = BENCH MARK DISK
 JX0383_SETTING: 66 = SET IN ROCK OUTCROP
 JX0383_SP_SET: LEDGE
 JX0383_STAMPING: D 135 1957
 JX0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0383+STABILITY: POSITION/ELEVATION WELL
 JX0383
 JX0383  HISTORY     - Date     Condition        Report By
 JX0383  HISTORY     - 1957     MONUMENTED       CGS
 JX0383
 JX0383                          STATION DESCRIPTION
 JX0383
 JX0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0383'2.8 MI NW FROM SHIRLEY.
 JX0383'ABOUT 2.75 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE
 JX0383'POST OFFICE AT SHIRLEY, ABOUT 3.6 MILES SOUTHEAST OF THE JUNCTION
 JX0383'OF STATE HIGHWAY 18 AT TYLER, ABOUT 0.35 MILE NORTHWEST OF
 JX0383'BRIDGE OVER LABELL RUN, IN THE TOP OF AN OUTCROPPING ROCK
 JX0383'LEDGE ABOUT 12 BY 7 FEET, 19 1/2 FEET NORTHEAST OF CENTER LINE
 JX0383'OF HIGHWAY, 65 FEET SOUTHEAST OF NORTHEAST END OF A 24-INCH PIPE
 JX0383'CULVERT UNDER HIGHWAY, 8 1/2 FEET NORTHWEST AND 2 FEET BELOW
 JX0383'A 12-INCH TRIANGLE CUT IN FACE OF LEDGE AND ABOUT 3 1/2 FEET
 JX0383'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0582 ***********************************************************************
 JX0582  DESIGNATION -  D 136
 JX0582  PID         -  JX0582
 JX0582  STATE/COUNTY-  WV/TYLER
 JX0582  USGS QUAD   -  PADEN CITY (1994)
 JX0582
 JX0582                         *CURRENT SURVEY CONTROL
 JX0582  ___________________________________________________________________
 JX0582* NAD 83(1986)-  39 33 11.     (N)    080 58 45.     (W)     SCALED    
 JX0582* NAVD 88     -       308.134  (meters)    1010.94   (feet)  ADJUSTED  
 JX0582  ___________________________________________________________________
 JX0582  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX0582  DYNAMIC HT  -         307.955 (meters)    1010.35  (feet)  COMP
 JX0582  MODELED GRAV-     980,037.0   (mgal)                       NAVD 88
 JX0582
 JX0582  VERT ORDER  -  SECOND    CLASS 0
 JX0582
 JX0582.The horizontal coordinates were scaled from a topographic map and have
 JX0582.an estimated accuracy of +/- 6 seconds.
 JX0582
 JX0582.The orthometric height was determined by differential leveling
 JX0582.and adjusted by the National Geodetic Survey in June 1991..
 JX0582
 JX0582.The geoid height was determined by GEOID03.
 JX0582
 JX0582.The dynamic height is computed by dividing the NAVD 88
 JX0582.geopotential number by the normal gravity value computed on the
 JX0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0582.degrees latitude (g = 980.6199 gals.).
 JX0582
 JX0582.The modeled gravity was interpolated from observed gravity values.
 JX0582
 JX0582;                    North         East    Units  Estimated Accuracy
 JX0582;SPC WV N     -   117,950.      472,880.      MT  (+/- 180 meters Scaled)
 JX0582
 JX0582                          SUPERSEDED SURVEY CONTROL
 JX0582
 JX0582  NGVD 29 (??/??/92)  308.292  (m)         1011.45   (f) ADJ UNCH    2 0
 JX0582
 JX0582.Superseded values are not recommended for survey control.
 JX0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0582.See file dsdata.txt to determine how the superseded data were derived.
 JX0582
 JX0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND017781(NAD 83)
 JX0582_MARKER: DB = BENCH MARK DISK
 JX0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0582_STAMPING: D 136 1957
 JX0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0582+STABILITY: SURFACE MOTION
 JX0582
 JX0582  HISTORY     - Date     Condition        Report By
 JX0582  HISTORY     - 1957     MONUMENTED       CGS
 JX0582  HISTORY     - 1983     GOOD             NGS
 JX0582
 JX0582                          STATION DESCRIPTION
 JX0582
 JX0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0582'1.8 MI SE FROM SISTERVILLE.
 JX0582'ABOUT 1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE POST
 JX0582'OFFICE AT SISTERVILLE, AT THE JUNCTION OF A SIDE ROAD SOUTHWEST,
 JX0582'DIRECTLY ACROSS HIGHWAY FROM A LARGE CEMETERY, 41 FEET SOUTHWEST
 JX0582'OF CENTER LINE OF HIGHWAY, 20 FEET NORTHWEST OF CENTER LINE OF
 JX0582'ROAD SOUTHWEST, 82 FEET WEST OF CENTER OF JUNCTION OF DRIVE TO
 JX0582'CEMETERY, 50 FEET NORTH AND ACROSS ROAD SOUTHWEST FROM POWER POLE
 JX0582'NO. 167-4, 1 FOOT EAST OF A FENCE LINE, 2 FEET SOUTH OF A CONCRETE
 JX0582'WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 JX0582'CONCRETE POST PROJECTING 2 INCHES.
 JX0582
 JX0582                          STATION RECOVERY (1983)
 JX0582
 JX0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0423 ***********************************************************************
 JX0423  DESIGNATION -  D 137
 JX0423  PID         -  JX0423
 JX0423  STATE/COUNTY-  WV/TYLER
 JX0423  USGS QUAD   -  CENTER POINT (1976)
 JX0423
 JX0423                         *CURRENT SURVEY CONTROL
 JX0423  ___________________________________________________________________
 JX0423* NAD 83(1986)-  39 29 05.     (N)    080 44 46.     (W)     SCALED    
 JX0423* NAVD 88     -       366.506  (meters)    1202.45   (feet)  ADJUSTED  
 JX0423  ___________________________________________________________________
 JX0423  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JX0423  DYNAMIC HT  -         366.292 (meters)    1201.74  (feet)  COMP
 JX0423  MODELED GRAV-     980,032.8   (mgal)                       NAVD 88
 JX0423
 JX0423  VERT ORDER  -  SECOND    CLASS 0
 JX0423
 JX0423.The horizontal coordinates were scaled from a topographic map and have
 JX0423.an estimated accuracy of +/- 6 seconds.
 JX0423
 JX0423.The orthometric height was determined by differential leveling
 JX0423.and adjusted by the National Geodetic Survey in June 1991..
 JX0423
 JX0423.The geoid height was determined by GEOID03.
 JX0423
 JX0423.The dynamic height is computed by dividing the NAVD 88
 JX0423.geopotential number by the normal gravity value computed on the
 JX0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0423.degrees latitude (g = 980.6199 gals.).
 JX0423
 JX0423.The modeled gravity was interpolated from observed gravity values.
 JX0423
 JX0423;                    North         East    Units  Estimated Accuracy
 JX0423;SPC WV N     -   110,060.      492,800.      MT  (+/- 180 meters Scaled)
 JX0423
 JX0423                          SUPERSEDED SURVEY CONTROL
 JX0423
 JX0423  NGVD 29 (??/??/92)  366.670  (m)         1202.98   (f) ADJ UNCH    2 0
 JX0423
 JX0423.Superseded values are not recommended for survey control.
 JX0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0423.See file dsdata.txt to determine how the superseded data were derived.
 JX0423
 JX0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND218706(NAD 83)
 JX0423_MARKER: DB = BENCH MARK DISK
 JX0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0423_STAMPING: D 137 1957
 JX0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0423+STABILITY: SURFACE MOTION
 JX0423
 JX0423  HISTORY     - Date     Condition        Report By
 JX0423  HISTORY     - 1957     MONUMENTED       CGS
 JX0423
 JX0423                          STATION DESCRIPTION
 JX0423
 JX0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0423'2.5 MI SW FROM ATWOOD.
 JX0423'ABOUT 1.6 MILES SOUTH ALONG A ROAD WHICH ROUGHLY FOLLOWS THE
 JX0423'WETZEL-TYLER COUNTY LINE FROM JUNCTION OF CROW RUN ROAD AT ATWOOD,
 JX0423'THENCE ABOUT 0.9 MILE SOUTHWEST ALONG A ROAD LEADING TO LINK AND
 JX0423'INTO BIG RUN, ABOUT 0.25 MILE NORTHEAST OF ROAD JUNCTION AT LINK,
 JX0423'15 FEET NORTHWEST OF CENTER LINE OF ROAD, NEAR BOTTOM OF GRADE AND
 JX0423'NEAR TOP OF RIDGE, 1 FOOT SOUTHEAST OF A FENCE LINE, 48 FEET
 JX0423'SOUTHWEST OF A 16-INCH RED OAK TREE WITH A WIRE GAP FASTENED
 JX0423'TO TREE, 15 FEET WEST OF CENTER LINE OF AN ABANDONED ROAD LEADING
 JX0423'NORTH, 2 FEET SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT LEVEL
 JX0423'WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JX0423'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0481 ***********************************************************************
 JX0481  DESIGNATION -  D 138
 JX0481  PID         -  JX0481
 JX0481  STATE/COUNTY-  WV/MARSHALL
 JX0481  USGS QUAD   -  POWHATAN POINT (1984)
 JX0481
 JX0481                         *CURRENT SURVEY CONTROL
 JX0481  ___________________________________________________________________
 JX0481* NAD 83(1986)-  39 49 00.     (N)    080 48 49.     (W)     SCALED    
 JX0481* NAVD 88     -       196.195  (meters)     643.68   (feet)  ADJUSTED  
 JX0481  ___________________________________________________________________
 JX0481  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JX0481  DYNAMIC HT  -         196.086 (meters)     643.33  (feet)  COMP
 JX0481  MODELED GRAV-     980,066.6   (mgal)                       NAVD 88
 JX0481
 JX0481  VERT ORDER  -  FIRST     CLASS II
 JX0481
 JX0481.The horizontal coordinates were scaled from a topographic map and have
 JX0481.an estimated accuracy of +/- 6 seconds.
 JX0481
 JX0481.The orthometric height was determined by differential leveling
 JX0481.and adjusted by the National Geodetic Survey in June 1991..
 JX0481
 JX0481.The geoid height was determined by GEOID03.
 JX0481
 JX0481.The dynamic height is computed by dividing the NAVD 88
 JX0481.geopotential number by the normal gravity value computed on the
 JX0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0481.degrees latitude (g = 980.6199 gals.).
 JX0481
 JX0481.The modeled gravity was interpolated from observed gravity values.
 JX0481
 JX0481;                    North         East    Units  Estimated Accuracy
 JX0481;SPC WV N     -   147,000.      487,540.      MT  (+/- 180 meters Scaled)
 JX0481
 JX0481                          SUPERSEDED SURVEY CONTROL
 JX0481
 JX0481  NGVD 29 (??/??/92)  196.379  (m)          644.29   (f) ADJ UNCH    1 2
 JX0481
 JX0481.Superseded values are not recommended for survey control.
 JX0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0481.See file dsdata.txt to determine how the superseded data were derived.
 JX0481
 JX0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE159074(NAD 83)
 JX0481_MARKER: DB = BENCH MARK DISK
 JX0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0481_SP_SET: TOWER CON BASE
 JX0481_STAMPING: D 138 1957
 JX0481_MARK LOGO: CGS   
 JX0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0481
 JX0481  HISTORY     - Date     Condition        Report By
 JX0481  HISTORY     - 1957     MONUMENTED       CGS
 JX0481  HISTORY     - 1983     GOOD             NGS
 JX0481
 JX0481                          STATION DESCRIPTION
 JX0481
 JX0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0481'0.6 MI N FROM WOODLANDS.
 JX0481'ABOUT 0.6 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0481'THE BRIDGE OVER FISH CREEK AT WOODLANDS, NEAR MILEAGE POLE NO.
 JX0481'22+21, AT CAPTINA SIDING, AT A POSER TRANSMISSION LINE CROSSING,
 JX0481'SET VERTICALLY IN THE CONCRETE BASE OF THE SOUTHWEST LEG OF STEEL
 JX0481'TOWER OF POWER TRANSMISSION LINE, 96 FEET EAST AND ACROSS STATE
 JX0481'HIGHWAY 2 FROM THE EAST RAIL, 36 FEET EAST OF CENTER LINE OF
 JX0481'HIGHWAY AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 JX0481
 JX0481                          STATION RECOVERY (1983)
 JX0481
 JX0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0481'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE EXCEPT
 JX0481'THAT THE HIGHWAY MENTIONED HAS BEEN ABANDONED AND THE PRESENT STATE
 JX0481'HIGHWAY 2 IS EAST OF THE STEEL TOWER OF POWER TRANSMISSION LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1832 ***********************************************************************
 HX1832  DESIGNATION -  D 14
 HX1832  PID         -  HX1832
 HX1832  STATE/COUNTY-  WV/NICHOLAS
 HX1832  USGS QUAD   -  ANSTED (1976)
 HX1832
 HX1832                         *CURRENT SURVEY CONTROL
 HX1832  ___________________________________________________________________
 HX1832* NAD 83(1986)-  38 14 43.     (N)    081 07 20.     (W)     SCALED    
 HX1832* NAVD 88     -       242.155  (meters)     794.47   (feet)  ADJUSTED  
 HX1832  ___________________________________________________________________
 HX1832  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX1832  DYNAMIC HT  -         241.981 (meters)     793.90  (feet)  COMP
 HX1832  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
 HX1832
 HX1832  VERT ORDER  -  SECOND    CLASS 0
 HX1832
 HX1832.The horizontal coordinates were scaled from a topographic map and have
 HX1832.an estimated accuracy of +/- 6 seconds.
 HX1832
 HX1832.The orthometric height was determined by differential leveling
 HX1832.and adjusted by the National Geodetic Survey in June 1991..
 HX1832
 HX1832.The geoid height was determined by GEOID03.
 HX1832
 HX1832.The dynamic height is computed by dividing the NAVD 88
 HX1832.geopotential number by the normal gravity value computed on the
 HX1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1832.degrees latitude (g = 980.6199 gals.).
 HX1832
 HX1832.The modeled gravity was interpolated from observed gravity values.
 HX1832
 HX1832;                    North         East    Units  Estimated Accuracy
 HX1832;SPC WV S     -   138,220.      589,300.      MT  (+/- 180 meters Scaled)
 HX1832
 HX1832                          SUPERSEDED SURVEY CONTROL
 HX1832
 HX1832  NGVD 29 (??/??/92)  242.337  (m)          795.07   (f) ADJ UNCH    2 0
 HX1832
 HX1832.Superseded values are not recommended for survey control.
 HX1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1832.See file dsdata.txt to determine how the superseded data were derived.
 HX1832
 HX1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC893330(NAD 83)
 HX1832_MARKER: DB = BENCH MARK DISK
 HX1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1832_STAMPING: D 14 1934
 HX1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1832+STABILITY: SURFACE MOTION
 HX1832
 HX1832  HISTORY     - Date     Condition        Report By
 HX1832  HISTORY     - 1934     MONUMENTED       CGS
 HX1832  HISTORY     - 1961     GOOD             NGS
 HX1832
 HX1832                          STATION DESCRIPTION
 HX1832
 HX1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1832'0.4 MI NE FROM SWISS.
 HX1832'ABOUT 0.35 MILE NORTHEAST ALONG STATE HIGHWAY 39 FROM THE
 HX1832'MISSIONARY BAPTIST CHURCH AT SWISS, AT THE SOUTH END OF A
 HX1832'CURVE, AT A POINT WHERE A TELEPHONE LINE CROSSES OVER THE HIGHWAY,
 HX1832'IN THE PARKING AREA FOR TWO RESIDENCE, 22 FEET WEST OF THE
 HX1832'CENTER LINE OF THE HIGHWAY, 75 FEET SOUTH OF THE 1ST TELEPHONE
 HX1832'POLE ON THE WEST SIDE OF THE HIGHWAY AT THE LOCATION, 27 FEET
 HX1832'NORTHEAST OF THE NORTHEAST CORNER OF THE EAST ONE OF TWO SMALL
 HX1832'UNPAINTED HOUSES, 24 FEET EAST OF THE SOUTHEAST END OF A BRICK
 HX1832'WALL FOR THE NORTH ONE OF THE HOUSES, SET IN THE TOP OF A CONCRETE
 HX1832'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND 1 FOOT
 HX1832'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK APPEARS SOLID BUT
 HX1832'IS SUBJECT TO BEING DRIVEN OVER BY AUTOMOBILE THAT PARKS IN
 HX1832'THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0448 ***********************************************************************
 JX0448  DESIGNATION -  D 140
 JX0448  PID         -  JX0448
 JX0448  STATE/COUNTY-  WV/WETZEL
 JX0448  USGS QUAD   -  PINE GROVE (1976)
 JX0448
 JX0448                         *CURRENT SURVEY CONTROL
 JX0448  ___________________________________________________________________
 JX0448* NAD 83(1986)-  39 33 47.     (N)    080 43 34.     (W)     SCALED    
 JX0448* NAVD 88     -       209.380  (meters)     686.94   (feet)  ADJUSTED  
 JX0448  ___________________________________________________________________
 JX0448  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JX0448  DYNAMIC HT  -         209.257 (meters)     686.54  (feet)  COMP
 JX0448  MODELED GRAV-     980,036.5   (mgal)                       NAVD 88
 JX0448
 JX0448  VERT ORDER  -  SECOND    CLASS 0
 JX0448
 JX0448.The horizontal coordinates were scaled from a topographic map and have
 JX0448.an estimated accuracy of +/- 6 seconds.
 JX0448
 JX0448.The orthometric height was determined by differential leveling
 JX0448.and adjusted by the National Geodetic Survey in June 1991..
 JX0448
 JX0448.The geoid height was determined by GEOID03.
 JX0448
 JX0448.The dynamic height is computed by dividing the NAVD 88
 JX0448.geopotential number by the normal gravity value computed on the
 JX0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0448.degrees latitude (g = 980.6199 gals.).
 JX0448
 JX0448.The modeled gravity was interpolated from observed gravity values.
 JX0448
 JX0448;                    North         East    Units  Estimated Accuracy
 JX0448;SPC WV N     -   118,740.      494,640.      MT  (+/- 180 meters Scaled)
 JX0448
 JX0448                          SUPERSEDED SURVEY CONTROL
 JX0448
 JX0448  NGVD 29 (??/??/92)  209.542  (m)          687.47   (f) ADJ UNCH    2 0
 JX0448
 JX0448.Superseded values are not recommended for survey control.
 JX0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0448.See file dsdata.txt to determine how the superseded data were derived.
 JX0448
 JX0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND235792(NAD 83)
 JX0448_MARKER: DB = BENCH MARK DISK
 JX0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0448_SP_SET: BRIDGE
 JX0448_STAMPING: D 140 1957
 JX0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0448
 JX0448  HISTORY     - Date     Condition        Report By
 JX0448  HISTORY     - 1957     MONUMENTED       CGS
 JX0448
 JX0448                          STATION DESCRIPTION
 JX0448
 JX0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0448'0.6 MI SE FROM READER.
 JX0448'ABOUT 0.65 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0448'FROM THE STATION AT READER, AT THE CROSSING OF A DIRT ROAD (CROW
 JX0448'RUN ROAD), NEAR MILEAGE POLE NO. 14+15, IN THE TOP OF THE SECOND
 JX0448'STEP DOWN FROM TOP OF THE NORTHWEST WING WALL AT NORTH END OF
 JX0448'WEST ABUTMENT OF RAILROAD BRIDGE NO. 145, 14 FEET NORTH OF NORTH
 JX0448'RAIL, 36 FEET NORTHEAST OF CENTER OF CROSSING AND 2 1/2 FEET
 JX0448'BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0302 ***********************************************************************
 JX0302  DESIGNATION -  D 141
 JX0302  PID         -  JX0302
 JX0302  STATE/COUNTY-  WV/TYLER
 JX0302  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0302
 JX0302                         *CURRENT SURVEY CONTROL
 JX0302  ___________________________________________________________________
 JX0302* NAD 83(1986)-  39 24 00.     (N)    080 58 39.     (W)     SCALED    
 JX0302* NAVD 88     -       257.774  (meters)     845.71   (feet)  ADJUSTED  
 JX0302  ___________________________________________________________________
 JX0302  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JX0302  DYNAMIC HT  -         257.619 (meters)     845.21  (feet)  COMP
 JX0302  MODELED GRAV-     980,017.0   (mgal)                       NAVD 88
 JX0302
 JX0302  VERT ORDER  -  SECOND    CLASS 0
 JX0302
 JX0302.The horizontal coordinates were scaled from a topographic map and have
 JX0302.an estimated accuracy of +/- 6 seconds.
 JX0302
 JX0302.The orthometric height was determined by differential leveling
 JX0302.and adjusted by the National Geodetic Survey in June 1991..
 JX0302
 JX0302.The geoid height was determined by GEOID03.
 JX0302
 JX0302.The dynamic height is computed by dividing the NAVD 88
 JX0302.geopotential number by the normal gravity value computed on the
 JX0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0302.degrees latitude (g = 980.6199 gals.).
 JX0302
 JX0302.The modeled gravity was interpolated from observed gravity values.
 JX0302
 JX0302;                    North         East    Units  Estimated Accuracy
 JX0302;SPC WV N     -   100,960.      472,750.      MT  (+/- 180 meters Scaled)
 JX0302
 JX0302                          SUPERSEDED SURVEY CONTROL
 JX0302
 JX0302  NGVD 29 (??/??/92)  257.944  (m)          846.27   (f) ADJ UNCH    2 0
 JX0302
 JX0302.Superseded values are not recommended for survey control.
 JX0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0302.See file dsdata.txt to determine how the superseded data were derived.
 JX0302
 JX0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND019611(NAD 83)
 JX0302_MARKER: DB = BENCH MARK DISK
 JX0302_SETTING: 66 = SET IN ROCK OUTCROP
 JX0302_SP_SET: CUT
 JX0302_STAMPING: D 141 1957
 JX0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0302+STABILITY: POSITION/ELEVATION WELL
 JX0302
 JX0302  HISTORY     - Date     Condition        Report By
 JX0302  HISTORY     - 1957     MONUMENTED       CGS
 JX0302
 JX0302                          STATION DESCRIPTION
 JX0302
 JX0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0302'1 MI S FROM WICK.
 JX0302'ABOUT 1.05 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO MC KIM FROM
 JX0302'THE POST OFFICE AND ROAD JUNCTION AT WICK, ABOUT 0.15 MILE
 JX0302'NORTHEAST OF JUNCTION OF A ROAD LEADING SOUTHWEST ALONG WALNUT
 JX0302'RUN, 21 FEET NORTHWEST OF CENTER LINE OF ROAD, 92 FEET WEST AND
 JX0302'ACROSS ROAD FROM A LONE 8-INCH APPLE TREE, SET VERTICALLY IN FACE
 JX0302'OF A ROCK CUT AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0342 ***********************************************************************
 JX0342  DESIGNATION -  D 142
 JX0342  PID         -  JX0342
 JX0342  STATE/COUNTY-  WV/TYLER
 JX0342  USGS QUAD   -  SHIRLEY (1989)
 JX0342
 JX0342                         *CURRENT SURVEY CONTROL
 JX0342  ___________________________________________________________________
 JX0342* NAD 83(1986)-  39 22 42.     (N)    080 52 06.     (W)     SCALED    
 JX0342* NAVD 88     -       219.576  (meters)     720.39   (feet)  ADJUSTED  
 JX0342  ___________________________________________________________________
 JX0342  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JX0342  DYNAMIC HT  -         219.442 (meters)     719.95  (feet)  COMP
 JX0342  MODELED GRAV-     980,014.8   (mgal)                       NAVD 88
 JX0342
 JX0342  VERT ORDER  -  SECOND    CLASS 0
 JX0342
 JX0342.The horizontal coordinates were scaled from a topographic map and have
 JX0342.an estimated accuracy of +/- 6 seconds.
 JX0342
 JX0342.The orthometric height was determined by differential leveling
 JX0342.and adjusted by the National Geodetic Survey in June 1991..
 JX0342
 JX0342.The geoid height was determined by GEOID03.
 JX0342
 JX0342.The dynamic height is computed by dividing the NAVD 88
 JX0342.geopotential number by the normal gravity value computed on the
 JX0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0342.degrees latitude (g = 980.6199 gals.).
 JX0342
 JX0342.The modeled gravity was interpolated from observed gravity values.
 JX0342
 JX0342;                    North         East    Units  Estimated Accuracy
 JX0342;SPC WV N     -    98,410.      482,110.      MT  (+/- 180 meters Scaled)
 JX0342
 JX0342                          SUPERSEDED SURVEY CONTROL
 JX0342
 JX0342  NGVD 29 (??/??/92)  219.742  (m)          720.94   (f) ADJ UNCH    2 0
 JX0342
 JX0342.Superseded values are not recommended for survey control.
 JX0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0342.See file dsdata.txt to determine how the superseded data were derived.
 JX0342
 JX0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND113587(NAD 83)
 JX0342_MARKER: DB = BENCH MARK DISK
 JX0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0342_SP_SET: BRIDGE
 JX0342_STAMPING: D 142 1957
 JX0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0342
 JX0342  HISTORY     - Date     Condition        Report By
 JX0342  HISTORY     - 1957     MONUMENTED       CGS
 JX0342
 JX0342                          STATION DESCRIPTION
 JX0342
 JX0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0342'5.1 MI SW FROM TYLER.
 JX0342'ABOUT 5.1 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE
 JX0342'JUNCTION OF STATE HIGHWAY 23 AT TYLER, IN THE TOP OF EAST WING
 JX0342'WALL OF A 24-FOOT CONCRETE BRIDGE OVER BIG RUN, 29 FEET NORTHEAST
 JX0342'OF CENTER LINE OF HIGHWAY 18 AT THE CENTER OF JUNCTION OF EAST
 JX0342'POINT OF TRIANGLE FORMED BY STATE HIGHWAY 74 LEADING SOUTHWEST
 JX0342'AND ABOUT 5 FEET BELOW LEVEL OF HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0325 ***********************************************************************
 GY0325  DESIGNATION -  D 143
 GY0325  PID         -  GY0325
 GY0325  STATE/COUNTY-  WV/MINGO
 GY0325  USGS QUAD   -  MYRTLE (1976)
 GY0325
 GY0325                         *CURRENT SURVEY CONTROL
 GY0325  ___________________________________________________________________
 GY0325* NAD 83(1986)-  37 45 00.     (N)    082 13 20.     (W)     SCALED    
 GY0325* NAVD 88     -       208.156  (meters)     682.93   (feet)  ADJUSTED  
 GY0325  ___________________________________________________________________
 GY0325  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GY0325  DYNAMIC HT  -         208.004 (meters)     682.43  (feet)  COMP
 GY0325  MODELED GRAV-     979,890.4   (mgal)                       NAVD 88
 GY0325
 GY0325  VERT ORDER  -  SECOND    CLASS 0
 GY0325
 GY0325.The horizontal coordinates were scaled from a topographic map and have
 GY0325.an estimated accuracy of +/- 6 seconds.
 GY0325
 GY0325.The orthometric height was determined by differential leveling
 GY0325.and adjusted by the National Geodetic Survey in June 1991..
 GY0325
 GY0325.The geoid height was determined by GEOID03.
 GY0325
 GY0325.The dynamic height is computed by dividing the NAVD 88
 GY0325.geopotential number by the normal gravity value computed on the
 GY0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0325.degrees latitude (g = 980.6199 gals.).
 GY0325
 GY0325.The modeled gravity was interpolated from observed gravity values.
 GY0325
 GY0325;                    North         East    Units  Estimated Accuracy
 GY0325;SPC WV S     -    83,950.      492,290.      MT  (+/- 180 meters Scaled)
 GY0325
 GY0325                          SUPERSEDED SURVEY CONTROL
 GY0325
 GY0325  NGVD 29 (??/??/92)  208.380  (m)          683.66   (f) ADJ UNCH    2 0
 GY0325
 GY0325.Superseded values are not recommended for survey control.
 GY0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0325.See file dsdata.txt to determine how the superseded data were derived.
 GY0325
 GY0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB923787(NAD 83)
 GY0325_MARKER: DB = BENCH MARK DISK
 GY0325_SETTING: 66 = SET IN ROCK OUTCROP
 GY0325_SP_SET: ROCK CUT
 GY0325_STAMPING: D 143 1957
 GY0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0325+STABILITY: POSITION/ELEVATION WELL
 GY0325
 GY0325  HISTORY     - Date     Condition        Report By
 GY0325  HISTORY     - 1957     MONUMENTED       CGS
 GY0325  HISTORY     - 1960     MARK NOT FOUND   USGS
 GY0325
 GY0325                          STATION DESCRIPTION
 GY0325
 GY0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0325'2.5 MI SE FROM BELO.
 GY0325'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 65 S FROM THE
 GY0325'JUNCTION OF STATE HIGHWAY 65 AT BELO, SET VERTICALLY IN FACE OF
 GY0325'A SMOOTH ROCK CUT, 27 1/2 FEET WEST OF CENTER LINE OF HIGHWAY, 82
 GY0325'FEET SOUTH OF WEST END OF A 1 1/2-FOOT STONE CULVERT, 4 3/4 FEET
 GY0325'SOUTH AND 2 1/2 FEET BELOW A 12-INCH TRIANGLE CHISELED IN FACE
 GY0325'OF LEDGE AND 5 FEET ABOVE LEVEL OF HIGHWAY.
 GY0325
 GY0325                          STATION RECOVERY (1960)
 GY0325
 GY0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GY0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0235 ***********************************************************************
 GY0235  DESIGNATION -  D 144
 GY0235  PID         -  GY0235
 GY0235  STATE/COUNTY-  WV/LOGAN
 GY0235  USGS QUAD   -  HOLDEN (1989)
 GY0235
 GY0235                         *CURRENT SURVEY CONTROL
 GY0235  ___________________________________________________________________
 GY0235* NAD 83(1986)-  37 47 48.     (N)    082 05 47.     (W)     SCALED    
 GY0235* NAVD 88     -       334.555  (meters)    1097.62   (feet)  ADJUSTED  
 GY0235  ___________________________________________________________________
 GY0235  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GY0235  DYNAMIC HT  -         334.309 (meters)    1096.81  (feet)  COMP
 GY0235  MODELED GRAV-     979,885.8   (mgal)                       NAVD 88
 GY0235
 GY0235  VERT ORDER  -  SECOND    CLASS 0
 GY0235
 GY0235.The horizontal coordinates were scaled from a topographic map and have
 GY0235.an estimated accuracy of +/- 6 seconds.
 GY0235
 GY0235.The orthometric height was determined by differential leveling
 GY0235.and adjusted by the National Geodetic Survey in June 1991..
 GY0235
 GY0235.The geoid height was determined by GEOID03.
 GY0235
 GY0235.The dynamic height is computed by dividing the NAVD 88
 GY0235.geopotential number by the normal gravity value computed on the
 GY0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0235.degrees latitude (g = 980.6199 gals.).
 GY0235
 GY0235.The modeled gravity was interpolated from observed gravity values.
 GY0235
 GY0235;                    North         East    Units  Estimated Accuracy
 GY0235;SPC WV S     -    88,990.      503,440.      MT  (+/- 180 meters Scaled)
 GY0235
 GY0235                          SUPERSEDED SURVEY CONTROL
 GY0235
 GY0235  NGVD 29 (??/??/92)  334.769  (m)         1098.32   (f) ADJ UNCH    2 0
 GY0235
 GY0235.Superseded values are not recommended for survey control.
 GY0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0235.See file dsdata.txt to determine how the superseded data were derived.
 GY0235
 GY0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB034838(NAD 83)
 GY0235_MARKER: DB = BENCH MARK DISK
 GY0235_SETTING: 66 = SET IN ROCK OUTCROP
 GY0235_SP_SET: OUTCROPPING
 GY0235_STAMPING: D 144 1957
 GY0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0235+STABILITY: POSITION/ELEVATION WELL
 GY0235
 GY0235  HISTORY     - Date     Condition        Report By
 GY0235  HISTORY     - 1957     MONUMENTED       CGS
 GY0235
 GY0235                          STATION DESCRIPTION
 GY0235
 GY0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0235'2.8 MI SW FROM HOLDEN.
 GY0235'ABOUT 2.85 MILES SOUTHWEST ALONG STATE HIGHWAY 65 FROM CENTRAL
 GY0235'SCHOOL AT HOLDEN, ABOUT 0.85 MILE NORTHEAST OF JUNCTION OF A
 GY0235'PAVED ROAD SOUTH TO MINE NO. 22, IN THE TOP OF AN OUTCROPPING
 GY0235'LEDGE OF A ROCK CUT, 18 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 GY0235'ABOUT 0.1 MILE SOUTHWEST OF A 48-INCH CONCRETE PIPE CULVERT WITH
 GY0235'BRICK HEAD WALL UNDER HIGHWAY, 3 3/4 FEET NORTHEAST AND 1 1/2
 GY0235'FEET BELOW A 12-INCH TRIANGLE CUT IN FACE OF LEDGE, AND 2 1/2 FEET
 GY0235'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0375 ***********************************************************************
 GY0375  DESIGNATION -  D 145
 GY0375  PID         -  GY0375
 GY0375  STATE/COUNTY-  WV/LOGAN
 GY0375  USGS QUAD   -  TRACE (1976)
 GY0375
 GY0375                         *CURRENT SURVEY CONTROL
 GY0375  ___________________________________________________________________
 GY0375* NAD 83(1986)-  37 57 55.     (N)    082 10 12.     (W)     SCALED    
 GY0375* NAVD 88     -       216.433  (meters)     710.08   (feet)  ADJUSTED  
 GY0375  ___________________________________________________________________
 GY0375  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GY0375  DYNAMIC HT  -         216.274 (meters)     709.56  (feet)  COMP
 GY0375  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 GY0375
 GY0375  VERT ORDER  -  SECOND    CLASS 0
 GY0375
 GY0375.The horizontal coordinates were scaled from a topographic map and have
 GY0375.an estimated accuracy of +/- 6 seconds.
 GY0375
 GY0375.The orthometric height was determined by differential leveling
 GY0375.and adjusted by the National Geodetic Survey in June 1991..
 GY0375
 GY0375.The geoid height was determined by GEOID03.
 GY0375
 GY0375.The dynamic height is computed by dividing the NAVD 88
 GY0375.geopotential number by the normal gravity value computed on the
 GY0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0375.degrees latitude (g = 980.6199 gals.).
 GY0375
 GY0375.The modeled gravity was interpolated from observed gravity values.
 GY0375
 GY0375;                    North         East    Units  Estimated Accuracy
 GY0375;SPC WV S     -   107,780.      497,200.      MT  (+/- 180 meters Scaled)
 GY0375
 GY0375                          SUPERSEDED SURVEY CONTROL
 GY0375
 GY0375  NGVD 29 (??/??/92)  216.646  (m)          710.78   (f) ADJ UNCH    2 0
 GY0375
 GY0375.Superseded values are not recommended for survey control.
 GY0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0375.See file dsdata.txt to determine how the superseded data were derived.
 GY0375
 GY0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC972026(NAD 83)
 GY0375_MARKER: DB = BENCH MARK DISK
 GY0375_SETTING: 66 = SET IN ROCK OUTCROP
 GY0375_SP_SET: ROCK LEDGE
 GY0375_STAMPING: D 145 1957
 GY0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0375+STABILITY: POSITION/ELEVATION WELL
 GY0375
 GY0375  HISTORY     - Date     Condition        Report By
 GY0375  HISTORY     - 1957     MONUMENTED       CGS
 GY0375
 GY0375                          STATION DESCRIPTION
 GY0375
 GY0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0375'6.8 MI SW FROM HART.
 GY0375'ABOUT 5.3 MILES SOUTH ALONG HART CREEK ROAD FROM THE HIGH
 GY0375'SCHOOL AT HART, THENCE ABOUT 1.45 MILES WEST ALONG TRACE FORK
 GY0375'ROAD, ABOUT 0.2 MILE NORTHWEST OF A SAW MILL SITE, ABOUT 47
 GY0375'YARDS NORTH OF JUNCTION OF A DRIVE SOUTHWEST TO A WHITE FRAME
 GY0375'HOUSE, IN THE TOP OF THE SOUTHWEST EDGE OF TOP LEDGE OF A
 GY0375'LAYERED ROCK LEDGE, 60 FEET SOUTHEAST OF CENTER LINE OF ROAD,
 GY0375'1/2 FEET SOUTHEAST OF EDGE OF LEDGE AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0967 ***********************************************************************
 HY0967  DESIGNATION -  D 146
 HY0967  PID         -  HY0967
 HY0967  STATE/COUNTY-  WV/WAYNE
 HY0967  USGS QUAD   -  PRICHARD (1989)
 HY0967
 HY0967                         *CURRENT SURVEY CONTROL
 HY0967  ___________________________________________________________________
 HY0967* NAD 83(1986)-  38 08 28.     (N)    082 34 06.     (W)     SCALED    
 HY0967* NAVD 88     -       201.238  (meters)     660.23   (feet)  ADJUSTED  
 HY0967  ___________________________________________________________________
 HY0967  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HY0967  DYNAMIC HT  -         201.098 (meters)     659.77  (feet)  COMP
 HY0967  MODELED GRAV-     979,926.3   (mgal)                       NAVD 88
 HY0967
 HY0967  VERT ORDER  -  SECOND    CLASS 0
 HY0967
 HY0967.The horizontal coordinates were scaled from a topographic map and have
 HY0967.an estimated accuracy of +/- 6 seconds.
 HY0967
 HY0967.The orthometric height was determined by differential leveling
 HY0967.and adjusted by the National Geodetic Survey in June 1991..
 HY0967
 HY0967.The geoid height was determined by GEOID03.
 HY0967
 HY0967.The dynamic height is computed by dividing the NAVD 88
 HY0967.geopotential number by the normal gravity value computed on the
 HY0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0967.degrees latitude (g = 980.6199 gals.).
 HY0967
 HY0967.The modeled gravity was interpolated from observed gravity values.
 HY0967
 HY0967;                    North         East    Units  Estimated Accuracy
 HY0967;SPC WV S     -   127,810.      462,530.      MT  (+/- 180 meters Scaled)
 HY0967
 HY0967                          SUPERSEDED SURVEY CONTROL
 HY0967
 HY0967  NGVD 29 (??/??/92)  201.454  (m)          660.94   (f) ADJ UNCH    2 0
 HY0967
 HY0967.Superseded values are not recommended for survey control.
 HY0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0967.See file dsdata.txt to determine how the superseded data were derived.
 HY0967
 HY0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC625226(NAD 83)
 HY0967_MARKER: DB = BENCH MARK DISK
 HY0967_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0967_SP_SET: BRIDGE GUARD RAIL BASE
 HY0967_STAMPING: D 146 1957
 HY0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0967
 HY0967  HISTORY     - Date     Condition        Report By
 HY0967  HISTORY     - 1957     MONUMENTED       CGS
 HY0967
 HY0967                          STATION DESCRIPTION
 HY0967
 HY0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0967'2.7 MI NE FROM FORT GAY.
 HY0967'ABOUT 2.7 MILES NORTHEAST ALONG STATE HIGHWAY 37 FROM THE SCHOOL
 HY0967'AT FORT GAY, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 HY0967'SOUTHEAST AND SOUTHWEST, AT THE JUNCTION OF A ROAD NORTHWEST,
 HY0967'IN THE TOP OF THE NORTHEAST END OF NORTHWEST CONCRETE BASE OF
 HY0967'GUARD RAIL OF A 25-FOOT BRIDGE OVER HURRICANE CREEK, 14 FEET
 HY0967'NORTHWEST OF CENTER LINE OF HIGHWAY.  119 FEET SOUTHWEST OF CENTER
 HY0967'LINE OF ROAD NORTHWEST, 2 1/2 FEET SOUTHWEST OF NORTHEAST END
 HY0967'OF BASE AND 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0669 ***********************************************************************
 HY0669  DESIGNATION -  D 147
 HY0669  PID         -  HY0669
 HY0669  STATE/COUNTY-  WV/WAYNE
 HY0669  USGS QUAD   -  WAYNE (1987)
 HY0669
 HY0669                         *CURRENT SURVEY CONTROL
 HY0669  ___________________________________________________________________
 HY0669* NAD 83(1986)-  38 09 01.     (N)    082 23 14.     (W)     SCALED    
 HY0669* NAVD 88     -       193.426  (meters)     634.60   (feet)  ADJUSTED  
 HY0669  ___________________________________________________________________
 HY0669  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY0669  DYNAMIC HT  -         193.288 (meters)     634.15  (feet)  COMP
 HY0669  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 HY0669
 HY0669  VERT ORDER  -  SECOND    CLASS 0
 HY0669
 HY0669.The horizontal coordinates were scaled from a topographic map and have
 HY0669.an estimated accuracy of +/- 6 seconds.
 HY0669
 HY0669.The orthometric height was determined by differential leveling
 HY0669.and adjusted by the National Geodetic Survey in June 1991..
 HY0669
 HY0669.The geoid height was determined by GEOID03.
 HY0669
 HY0669.The dynamic height is computed by dividing the NAVD 88
 HY0669.geopotential number by the normal gravity value computed on the
 HY0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0669.degrees latitude (g = 980.6199 gals.).
 HY0669
 HY0669.The modeled gravity was interpolated from observed gravity values.
 HY0669
 HY0669;                    North         East    Units  Estimated Accuracy
 HY0669;SPC WV S     -   128,580.      478,420.      MT  (+/- 180 meters Scaled)
 HY0669
 HY0669                          SUPERSEDED SURVEY CONTROL
 HY0669
 HY0669  NGVD 29 (??/??/92)  193.638  (m)          635.29   (f) ADJ UNCH    2 0
 HY0669
 HY0669.Superseded values are not recommended for survey control.
 HY0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0669.See file dsdata.txt to determine how the superseded data were derived.
 HY0669
 HY0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC784233(NAD 83)
 HY0669_MARKER: DB = BENCH MARK DISK
 HY0669_SETTING: 66 = SET IN ROCK OUTCROP
 HY0669_SP_SET: ROCK CUT
 HY0669_STAMPING: D 147 1957
 HY0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0669+STABILITY: POSITION/ELEVATION WELL
 HY0669
 HY0669  HISTORY     - Date     Condition        Report By
 HY0669  HISTORY     - 1957     MONUMENTED       CGS
 HY0669
 HY0669                          STATION DESCRIPTION
 HY0669
 HY0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0669'2 MI SE FROM EAST LYNN.
 HY0669'ABOUT 2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM JUNCTION
 HY0669'OF BLACK-TOP ROAD EAST AT EAST LYNN, ON THE OUTSIDE OF A LONG
 HY0669'CURVE WITH TANGENTS EXTENDING SOUTH AND EAST, SET VERTICALLY
 HY0669'IN THE SOUTHEAST FACE OF A LARGE ROCK CUT, 28 FEET NORTHWEST
 HY0669'OF CENTER LINE OF HIGHWAY, 218 FEET NORTHEAST OF SOUTHWEST END
 HY0669'OF CUT AND THE CENTER OF A DRIVE NORTHWEST TO A HOUSE, ABOUT
 HY0669'1 FOOT ABOVE GROUND AND 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 HY0669'NOTE-- MARK IS 2.05 MILES NORTH ALONG STATE HIGHWAY 37 FROM
 HY0669'BRIDGE OVER EAST FORK OF TWELVEPOLE CREEK AT STILTNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0689 ***********************************************************************
 HY0689  DESIGNATION -  D 148
 HY0689  PID         -  HY0689
 HY0689  STATE/COUNTY-  WV/LINCOLN
 HY0689  USGS QUAD   -  RANGER (1976)
 HY0689
 HY0689                         *CURRENT SURVEY CONTROL
 HY0689  ___________________________________________________________________
 HY0689* NAD 83(1986)-  38 06 12.     (N)    082 10 37.     (W)     SCALED    
 HY0689* NAVD 88     -       185.023  (meters)     607.03   (feet)  ADJUSTED  
 HY0689  ___________________________________________________________________
 HY0689  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY0689  DYNAMIC HT  -         184.890 (meters)     606.59  (feet)  COMP
 HY0689  MODELED GRAV-     979,907.4   (mgal)                       NAVD 88
 HY0689
 HY0689  VERT ORDER  -  SECOND    CLASS 0
 HY0689
 HY0689.The horizontal coordinates were scaled from a topographic map and have
 HY0689.an estimated accuracy of +/- 6 seconds.
 HY0689
 HY0689.The orthometric height was determined by differential leveling
 HY0689.and adjusted by the National Geodetic Survey in June 1991..
 HY0689
 HY0689.The geoid height was determined by GEOID03.
 HY0689
 HY0689.The dynamic height is computed by dividing the NAVD 88
 HY0689.geopotential number by the normal gravity value computed on the
 HY0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0689.degrees latitude (g = 980.6199 gals.).
 HY0689
 HY0689.The modeled gravity was interpolated from observed gravity values.
 HY0689
 HY0689;                    North         East    Units  Estimated Accuracy
 HY0689;SPC WV S     -   123,110.      496,780.      MT  (+/- 180 meters Scaled)
 HY0689
 HY0689                          SUPERSEDED SURVEY CONTROL
 HY0689
 HY0689  NGVD 29 (??/??/92)  185.236  (m)          607.73   (f) ADJ UNCH    2 0
 HY0689
 HY0689.Superseded values are not recommended for survey control.
 HY0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0689.See file dsdata.txt to determine how the superseded data were derived.
 HY0689
 HY0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC968179(NAD 83)
 HY0689_MARKER: DB = BENCH MARK DISK
 HY0689_SETTING: 66 = SET IN ROCK OUTCROP
 HY0689_SP_SET: ROCK CUT
 HY0689_STAMPING: D 148 1957
 HY0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0689+STABILITY: POSITION/ELEVATION WELL
 HY0689
 HY0689  HISTORY     - Date     Condition        Report By
 HY0689  HISTORY     - 1957     MONUMENTED       CGS
 HY0689
 HY0689                          STATION DESCRIPTION
 HY0689
 HY0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0689'1.5 MI S FROM RANGER.
 HY0689'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE SOUTH END
 HY0689'OF HIGHWAY BRIDGE OVER GUYANDOT RIVER AT RANGER, AT THE JUNCTION
 HY0689'OF STATE HIGHWAY 37, IN THE TOP OF A LEDGE NEAR THE NORTHWEST
 HY0689'END OF A ROCK CUT, AT A POINT WHERE CUT IS ABOUT 4 FEET HIGH,
 HY0689'18 FEET NORTHEAST OF CENTER LINE OF HIGHWAY 10, 35 FEET EAST OF
 HY0689'CENTER OF JUNCTION OF THE SOUTH LEG OF HIGHWAY 37 AND IS ABOUT
 HY0689'IN THE EXTENDED CENTER LINE OF THE SOUTH LEG OF HIGHWAY 37, 0.7
 HY0689'FOOT NORTHEAST OF SOUTHWEST EDGE OF LEDGE, 18 FEET SOUTHEAST OF
 HY0689'NORTHWEST END OF ROCK CUT AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY
 HY0689'10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0725 ***********************************************************************
 HY0725  DESIGNATION -  D 149
 HY0725  PID         -  HY0725
 HY0725  STATE/COUNTY-  WV/WAYNE
 HY0725  USGS QUAD   -  WAYNE (1987)
 HY0725
 HY0725                         *CURRENT SURVEY CONTROL
 HY0725  ___________________________________________________________________
 HY0725* NAD 83(1986)-  38 08 31.     (N)    082 27 57.     (W)     SCALED    
 HY0725* NAVD 88     -       195.481  (meters)     641.34   (feet)  ADJUSTED  
 HY0725  ___________________________________________________________________
 HY0725  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HY0725  DYNAMIC HT  -         195.344 (meters)     640.89  (feet)  COMP
 HY0725  MODELED GRAV-     979,921.1   (mgal)                       NAVD 88
 HY0725
 HY0725  VERT ORDER  -  SECOND    CLASS 0
 HY0725
 HY0725.The horizontal coordinates were scaled from a topographic map and have
 HY0725.an estimated accuracy of +/- 6 seconds.
 HY0725
 HY0725.The orthometric height was determined by differential leveling
 HY0725.and adjusted by the National Geodetic Survey in June 1991..
 HY0725
 HY0725.The geoid height was determined by GEOID03.
 HY0725
 HY0725.The dynamic height is computed by dividing the NAVD 88
 HY0725.geopotential number by the normal gravity value computed on the
 HY0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0725.degrees latitude (g = 980.6199 gals.).
 HY0725
 HY0725.The modeled gravity was interpolated from observed gravity values.
 HY0725
 HY0725;                    North         East    Units  Estimated Accuracy
 HY0725;SPC WV S     -   127,760.      471,520.      MT  (+/- 180 meters Scaled)
 HY0725
 HY0725                          SUPERSEDED SURVEY CONTROL
 HY0725
 HY0725  NGVD 29 (??/??/92)  195.695  (m)          642.04   (f) ADJ UNCH    2 0
 HY0725
 HY0725.Superseded values are not recommended for survey control.
 HY0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0725.See file dsdata.txt to determine how the superseded data were derived.
 HY0725
 HY0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC715225(NAD 83)
 HY0725_MARKER: DB = BENCH MARK DISK
 HY0725_SETTING: 66 = SET IN ROCK OUTCROP
 HY0725_SP_SET: ROCK CUT
 HY0725_STAMPING: D 149 1957
 HY0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0725+STABILITY: POSITION/ELEVATION WELL
 HY0725
 HY0725  HISTORY     - Date     Condition        Report By
 HY0725  HISTORY     - 1957     MONUMENTED       CGS
 HY0725
 HY0725                          STATION DESCRIPTION
 HY0725
 HY0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0725'2 MI N FROM GENOA.
 HY0725'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0725'GENOA, 0.25 MILE NORTH OF DEEPHOLE BRANCH ROAD LEADING EAST,
 HY0725'ABOUT 90 YARDS SOUTH OF THE JUNCTION OF A DRIVE EAST TO A
 HY0725'1-STORY WHITE FRAME HOUSE, ABOUT 55 YARDS NORTH OF A CURVE WITH
 HY0725'TANGENTS EXTENDING NORTH AND SOUTHEAST, SET IN THE TOP OF A
 HY0725'NARROW LEDGE ON THE WEST FACE OF A ROCK CUT, 27 FEET EAST OF
 HY0725'CENTER LINE OF HIGHWAY, 69 FEET SOUTH OF NORTH END OF CUT, 1 1/2
 HY0725'FEET BELOW A 6-INCH TRIANGLE CHISELED IN FACE OF ROCK AND 4 FEET
 HY0725'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0018 ***********************************************************************
 HX0018  DESIGNATION -  D 15
 HX0018  PID         -  HX0018
 HX0018  STATE/COUNTY-  WV/WEBSTER
 HX0018  USGS QUAD   -  SAMP (1995)
 HX0018
 HX0018                         *CURRENT SURVEY CONTROL
 HX0018  ___________________________________________________________________
 HX0018* NAD 83(1986)-  38 32 32.     (N)    080 14 54.     (W)     SCALED    
 HX0018* NAVD 88     -       997.911  (meters)    3273.98   (feet)  ADJUSTED  
 HX0018  ___________________________________________________________________
 HX0018  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HX0018  DYNAMIC HT  -         997.096 (meters)    3271.31  (feet)  COMP
 HX0018  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 HX0018
 HX0018  VERT ORDER  -  SECOND    CLASS 0
 HX0018
 HX0018.The horizontal coordinates were scaled from a topographic map and have
 HX0018.an estimated accuracy of +/- 6 seconds.
 HX0018
 HX0018.The orthometric height was determined by differential leveling
 HX0018.and adjusted by the National Geodetic Survey in June 1991..
 HX0018
 HX0018.The geoid height was determined by GEOID03.
 HX0018
 HX0018.The dynamic height is computed by dividing the NAVD 88
 HX0018.geopotential number by the normal gravity value computed on the
 HX0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0018.degrees latitude (g = 980.6199 gals.).
 HX0018
 HX0018.The modeled gravity was interpolated from observed gravity values.
 HX0018
 HX0018;                    North         East    Units  Estimated Accuracy
 HX0018;SPC WV S     -   171,440.      665,530.      MT  (+/- 180 meters Scaled)
 HX0018
 HX0018                          SUPERSEDED SURVEY CONTROL
 HX0018
 HX0018  NGVD 29 (??/??/92)  998.022  (m)         3274.34   (f) ADJ UNCH    2 0
 HX0018
 HX0018.Superseded values are not recommended for survey control.
 HX0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0018.See file dsdata.txt to determine how the superseded data were derived.
 HX0018
 HX0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC655662(NAD 83)
 HX0018_MARKER: DB = BENCH MARK DISK
 HX0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0018_STAMPING: D 15 1934
 HX0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0018+STABILITY: SURFACE MOTION
 HX0018
 HX0018  HISTORY     - Date     Condition        Report By
 HX0018  HISTORY     - 1934     MONUMENTED       CGS
 HX0018  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0018
 HX0018                          STATION DESCRIPTION
 HX0018
 HX0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0018'14.4 MI NE FROM WEBSTER SPRINGS.
 HX0018'14.4 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM WEBSTER SPRINGS,
 HX0018'ABOUT 285 YARDS NORTHEAST OF THE JACOB HOGAN GRAY HOUSE, 8 YARDS
 HX0018'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AT A FENCE, AND ABOUT
 HX0018'1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 15 1934
 HX0018'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0698 ***********************************************************************
 HY0698  DESIGNATION -  D 150
 HY0698  PID         -  HY0698
 HY0698  STATE/COUNTY-  WV/LINCOLN
 HY0698  USGS QUAD   -  BRANCHLAND (1987)
 HY0698
 HY0698                         *CURRENT SURVEY CONTROL
 HY0698  ___________________________________________________________________
 HY0698* NAD 83(1986)-  38 10 48.     (N)    082 14 25.     (W)     SCALED    
 HY0698* NAVD 88     -       200.025  (meters)     656.25   (feet)  ADJUSTED  
 HY0698  ___________________________________________________________________
 HY0698  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HY0698  DYNAMIC HT  -         199.882 (meters)     655.78  (feet)  COMP
 HY0698  MODELED GRAV-     979,909.3   (mgal)                       NAVD 88
 HY0698
 HY0698  VERT ORDER  -  SECOND    CLASS 0
 HY0698
 HY0698.The horizontal coordinates were scaled from a topographic map and have
 HY0698.an estimated accuracy of +/- 6 seconds.
 HY0698
 HY0698.The orthometric height was determined by differential leveling
 HY0698.and adjusted by the National Geodetic Survey in June 1991..
 HY0698
 HY0698.The geoid height was determined by GEOID03.
 HY0698
 HY0698.The dynamic height is computed by dividing the NAVD 88
 HY0698.geopotential number by the normal gravity value computed on the
 HY0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0698.degrees latitude (g = 980.6199 gals.).
 HY0698
 HY0698.The modeled gravity was interpolated from observed gravity values.
 HY0698
 HY0698;                    North         East    Units  Estimated Accuracy
 HY0698;SPC WV S     -   131,690.      491,340.      MT  (+/- 180 meters Scaled)
 HY0698
 HY0698                          SUPERSEDED SURVEY CONTROL
 HY0698
 HY0698  NGVD 29 (??/??/92)  200.230  (m)          656.92   (f) ADJ UNCH    2 0
 HY0698
 HY0698.Superseded values are not recommended for survey control.
 HY0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0698.See file dsdata.txt to determine how the superseded data were derived.
 HY0698
 HY0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC913265(NAD 83)
 HY0698_MARKER: DB = BENCH MARK DISK
 HY0698_SETTING: 66 = SET IN ROCK OUTCROP
 HY0698_SP_SET: ROCK CUT
 HY0698_STAMPING: D 150 1957
 HY0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0698+STABILITY: POSITION/ELEVATION WELL
 HY0698
 HY0698  HISTORY     - Date     Condition        Report By
 HY0698  HISTORY     - 1957     MONUMENTED       CGS
 HY0698
 HY0698                          STATION DESCRIPTION
 HY0698
 HY0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0698'5 MI SW FROM BRANCHLAND.
 HY0698'ABOUT 5.05 MILES SOUTHWEST ALONG A BLACK-TOP ROAD FROM THE
 HY0698'GRADE SCHOOL AT BRANCHLAND, 0.35 MILE WEST OF JUNCTION OF A
 HY0698'ROAD SOUTH, 1.0 MILE EAST OF RED RIVER SCHOOL, ON THE OUTSIDE
 HY0698'AND AT THE EAST END OF A CURVE WITH TANGENTS EXTENDING EAST AND
 HY0698'SOUTHWEST, SET VERTICALLY IN THE SOUTH FACE OF A ROCK IN A LONG
 HY0698'ROCK CUT, 16 FEET NORTH OF CENTER LINE OF ROAD, 54 FEET WEST OF
 HY0698'EAST END OF ROCK CUT, 2 1/2 FEET ABOVE GROUND AND ABOUT 2 FEET
 HY0698'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2181 ***********************************************************************
 HX2181  DESIGNATION -  D 151
 HX2181  PID         -  HX2181
 HX2181  STATE/COUNTY-  WV/BOONE
 HX2181  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2181
 HX2181                         *CURRENT SURVEY CONTROL
 HX2181  ___________________________________________________________________
 HX2181* NAD 83(1986)-  38 10 05.     (N)    081 53 13.     (W)     SCALED    
 HX2181* NAVD 88     -       214.337  (meters)     703.20   (feet)  ADJUSTED  
 HX2181  ___________________________________________________________________
 HX2181  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HX2181  DYNAMIC HT  -         214.183 (meters)     702.70  (feet)  COMP
 HX2181  MODELED GRAV-     979,909.5   (mgal)                       NAVD 88
 HX2181
 HX2181  VERT ORDER  -  SECOND    CLASS 0
 HX2181
 HX2181.The horizontal coordinates were scaled from a topographic map and have
 HX2181.an estimated accuracy of +/- 6 seconds.
 HX2181
 HX2181.The orthometric height was determined by differential leveling
 HX2181.and adjusted by the National Geodetic Survey in June 1991..
 HX2181
 HX2181.The geoid height was determined by GEOID03.
 HX2181
 HX2181.The dynamic height is computed by dividing the NAVD 88
 HX2181.geopotential number by the normal gravity value computed on the
 HX2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2181.degrees latitude (g = 980.6199 gals.).
 HX2181
 HX2181.The modeled gravity was interpolated from observed gravity values.
 HX2181
 HX2181;                    North         East    Units  Estimated Accuracy
 HX2181;SPC WV S     -   130,010.      522,280.      MT  (+/- 180 meters Scaled)
 HX2181
 HX2181                          SUPERSEDED SURVEY CONTROL
 HX2181
 HX2181  NGVD 29 (??/??/92)  214.548  (m)          703.90   (f) ADJ UNCH    2 0
 HX2181
 HX2181.Superseded values are not recommended for survey control.
 HX2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2181.See file dsdata.txt to determine how the superseded data were derived.
 HX2181
 HX2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC223248(NAD 83)
 HX2181_MARKER: DB = BENCH MARK DISK
 HX2181_SETTING: 66 = SET IN ROCK OUTCROP
 HX2181_SP_SET: ROCK CUT
 HX2181_STAMPING: D 151 1957
 HX2181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2181+STABILITY: POSITION/ELEVATION WELL
 HX2181
 HX2181  HISTORY     - Date     Condition        Report By
 HX2181  HISTORY     - 1957     MONUMENTED       CGS
 HX2181
 HX2181                          STATION DESCRIPTION
 HX2181
 HX2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2181'2.2 MI NW FROM JULIAN.
 HX2181'ABOUT 2.2 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST
 HX2181'OFFICE AT JULIAN, 0.4 MILE SOUTHEAST OF THE BOONE-LINCOLN COUNTY
 HX2181'LINE, 0.1 MILE EAST OF THE TOP OF THE GRADE, 5 FEET WEST OF THE
 HX2181'NORTHWEST END OF PIPE CULVERT WITH A RIGHT ANGLE HEADWALL, 65
 HX2181'FEET WEST OF AND ACROSS THE ROAD FROM POWER POLE NUMBER 375-05,
 HX2181'19 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY
 HX2181'IN THE SOUTHEAST FACE OF A 9 FOOT, HIGH SMOOTH FACE OF SOLID
 HX2181'ROCK IN CUT, ABOUT 5 FEET ABOVE THE BOTTOM OF THE DITCH AND 1 1/2
 HX2181'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0570 ***********************************************************************
 HY0570  DESIGNATION -  D 152
 HY0570  PID         -  HY0570
 HY0570  STATE/COUNTY-  WV/LINCOLN
 HY0570  USGS QUAD   -  HAGER (1962)
 HY0570
 HY0570                         *CURRENT SURVEY CONTROL
 HY0570  ___________________________________________________________________
 HY0570* NAD 83(1986)-  38 10 46.     (N)    082 06 52.     (W)     SCALED    
 HY0570* NAVD 88     -       224.710  (meters)     737.24   (feet)  ADJUSTED  
 HY0570  ___________________________________________________________________
 HY0570  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY0570  DYNAMIC HT  -         224.550 (meters)     736.71  (feet)  COMP
 HY0570  MODELED GRAV-     979,911.4   (mgal)                       NAVD 88
 HY0570
 HY0570  VERT ORDER  -  SECOND    CLASS 0
 HY0570
 HY0570.The horizontal coordinates were scaled from a topographic map and have
 HY0570.an estimated accuracy of +/- 6 seconds.
 HY0570
 HY0570.The orthometric height was determined by differential leveling
 HY0570.and adjusted by the National Geodetic Survey in June 1991..
 HY0570
 HY0570.The geoid height was determined by GEOID03.
 HY0570
 HY0570.The dynamic height is computed by dividing the NAVD 88
 HY0570.geopotential number by the normal gravity value computed on the
 HY0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0570.degrees latitude (g = 980.6199 gals.).
 HY0570
 HY0570.The modeled gravity was interpolated from observed gravity values.
 HY0570
 HY0570;                    North         East    Units  Estimated Accuracy
 HY0570;SPC WV S     -   131,490.      502,360.      MT  (+/- 180 meters Scaled)
 HY0570
 HY0570                          SUPERSEDED SURVEY CONTROL
 HY0570
 HY0570  NGVD 29 (??/??/92)  224.918  (m)          737.92   (f) ADJ UNCH    2 0
 HY0570
 HY0570.Superseded values are not recommended for survey control.
 HY0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0570.See file dsdata.txt to determine how the superseded data were derived.
 HY0570
 HY0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC023263(NAD 83)
 HY0570_MARKER: DB = BENCH MARK DISK
 HY0570_SETTING: 66 = SET IN ROCK OUTCROP
 HY0570_SP_SET: ROCK CUT
 HY0570_STAMPING: D 152 1957
 HY0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0570+STABILITY: POSITION/ELEVATION WELL
 HY0570
 HY0570  HISTORY     - Date     Condition        Report By
 HY0570  HISTORY     - 1957     MONUMENTED       CGS
 HY0570
 HY0570                          STATION DESCRIPTION
 HY0570
 HY0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0570'4.2 MI ENE FROM MIDKIFF.
 HY0570'ABOUT 4.2 MILES EAST NORTHEAST ALONG GRAVEL ROAD FROM THE
 HY0570'CHESAPEAKE AND OHIO RAILWAY STATION AT MIDKIFF, 0.75 MILE
 HY0570'SOUTHWEST OF A TAN BRICK ONE STORY SCHOOL (FEZ SCHOOL), 0.55
 HY0570'MILE NORTHEAST OF THE TOP IN BREAK IN THE GRADE, 83 YARDS NORTH
 HY0570'OF A WOODEN PLANK BRIDGE FOR CREEK BRANCH UNDER A HAIRPIN TURN IN
 HY0570'ROAD, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, 82 FEET
 HY0570'NORTHEAST OF AND ACROSS THE ROAD FROM POWER POLE 3119-19, 112
 HY0570'FEET SOUTHEAST OF AND ACROSS THE ROAD FROM POWER POLE 3119-18,
 HY0570'SET VERTICALLY 2 FEET ABOVE THE GROUND IN THE WEST FACE OF A VINE
 HY0570'COVERED ROCK AT A 15 FOOT HIGH CUT AND ABOUT 1 1/2 FEET ABOVE
 HY0570'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0562 ***********************************************************************
 HY0562  DESIGNATION -  D 153
 HY0562  PID         -  HY0562
 HY0562  STATE/COUNTY-  WV/LINCOLN
 HY0562  USGS QUAD   -  HAGER (1962)
 HY0562
 HY0562                         *CURRENT SURVEY CONTROL
 HY0562  ___________________________________________________________________
 HY0562* NAD 83(1986)-  38 08 39.     (N)    082 03 16.     (W)     SCALED    
 HY0562* NAVD 88     -       226.840  (meters)     744.22   (feet)  ADJUSTED  
 HY0562  ___________________________________________________________________
 HY0562  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 HY0562  DYNAMIC HT  -         226.677 (meters)     743.69  (feet)  COMP
 HY0562  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 HY0562
 HY0562  VERT ORDER  -  SECOND    CLASS 0
 HY0562
 HY0562.The horizontal coordinates were scaled from a topographic map and have
 HY0562.an estimated accuracy of +/- 6 seconds.
 HY0562
 HY0562.The orthometric height was determined by differential leveling
 HY0562.and adjusted by the National Geodetic Survey in June 1991..
 HY0562
 HY0562.The geoid height was determined by GEOID03.
 HY0562
 HY0562.The dynamic height is computed by dividing the NAVD 88
 HY0562.geopotential number by the normal gravity value computed on the
 HY0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0562.degrees latitude (g = 980.6199 gals.).
 HY0562
 HY0562.The modeled gravity was interpolated from observed gravity values.
 HY0562
 HY0562;                    North         East    Units  Estimated Accuracy
 HY0562;SPC WV S     -   127,520.      507,580.      MT  (+/- 180 meters Scaled)
 HY0562
 HY0562                          SUPERSEDED SURVEY CONTROL
 HY0562
 HY0562  NGVD 29 (??/??/92)  227.050  (m)          744.91   (f) ADJ UNCH    2 0
 HY0562
 HY0562.Superseded values are not recommended for survey control.
 HY0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0562.See file dsdata.txt to determine how the superseded data were derived.
 HY0562
 HY0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC076223(NAD 83)
 HY0562_MARKER: DB = BENCH MARK DISK
 HY0562_SETTING: 66 = SET IN ROCK OUTCROP
 HY0562_SP_SET: ROCK CLIFF
 HY0562_STAMPING: D 153 1957
 HY0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0562+STABILITY: POSITION/ELEVATION WELL
 HY0562
 HY0562  HISTORY     - Date     Condition        Report By
 HY0562  HISTORY     - 1957     MONUMENTED       CGS
 HY0562
 HY0562                          STATION DESCRIPTION
 HY0562
 HY0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0562'1.1 MI NW FROM SPURLOCKVILLE.
 HY0562'ABOUT 1.1 MILE NORTHWEST ALONG GRAVEL ROAD FOLLOWING MUD RIVER
 HY0562'FROM THE SCHOOL AT SPURLOCKVILLE, 53 FEET NORTHEAST OF THE
 HY0562'JUNCTION OF A SMALL ROAD LEADING SOUTHWEST INTO A CREEK FORK,
 HY0562'11 1/2 FEET NORTHWEST OF 15-INCH CORRUGATED PIPE CULVERT UNDER
 HY0562'THE ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD AT THE
 HY0562'INSIDE OF A CURVE WITH TANGENTS TO THE NORTHWEST AND THE
 HY0562'NORTHEAST, SET VERTICALLY IN THE SOUTH FACE OF A 10-FOOT HIGH
 HY0562'CLIFF OF SOLID ROCK, ABOUT 2 1/2 FEET ABOVE THE GROUND AND 3 FEET
 HY0562'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2205 ***********************************************************************
 HX2205  DESIGNATION -  D 154
 HX2205  PID         -  HX2205
 HX2205  STATE/COUNTY-  WV/LINCOLN
 HX2205  USGS QUAD   -  MUD (1976)
 HX2205
 HX2205                         *CURRENT SURVEY CONTROL
 HX2205  ___________________________________________________________________
 HX2205* NAD 83(1986)-  38 05 29.     (N)    081 58 06.     (W)     SCALED    
 HX2205* NAVD 88     -       251.066  (meters)     823.71   (feet)  ADJUSTED  
 HX2205  ___________________________________________________________________
 HX2205  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HX2205  DYNAMIC HT  -         250.885 (meters)     823.11  (feet)  COMP
 HX2205  MODELED GRAV-     979,903.0   (mgal)                       NAVD 88
 HX2205
 HX2205  VERT ORDER  -  SECOND    CLASS 0
 HX2205
 HX2205.The horizontal coordinates were scaled from a topographic map and have
 HX2205.an estimated accuracy of +/- 6 seconds.
 HX2205
 HX2205.The orthometric height was determined by differential leveling
 HX2205.and adjusted by the National Geodetic Survey in June 1991..
 HX2205
 HX2205.The geoid height was determined by GEOID03.
 HX2205
 HX2205.The dynamic height is computed by dividing the NAVD 88
 HX2205.geopotential number by the normal gravity value computed on the
 HX2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2205.degrees latitude (g = 980.6199 gals.).
 HX2205
 HX2205.The modeled gravity was interpolated from observed gravity values.
 HX2205
 HX2205;                    North         East    Units  Estimated Accuracy
 HX2205;SPC WV S     -   121,580.      515,060.      MT  (+/- 180 meters Scaled)
 HX2205
 HX2205                          SUPERSEDED SURVEY CONTROL
 HX2205
 HX2205  NGVD 29 (??/??/92)  251.278  (m)          824.40   (f) ADJ UNCH    2 0
 HX2205
 HX2205.Superseded values are not recommended for survey control.
 HX2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2205.See file dsdata.txt to determine how the superseded data were derived.
 HX2205
 HX2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC150163(NAD 83)
 HX2205_MARKER: DB = BENCH MARK DISK
 HX2205_SETTING: 66 = SET IN ROCK OUTCROP
 HX2205_SP_SET: ROCK CUT
 HX2205_STAMPING: D 154 1957
 HX2205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2205+STABILITY: POSITION/ELEVATION WELL
 HX2205
 HX2205  HISTORY     - Date     Condition        Report By
 HX2205  HISTORY     - 1957     MONUMENTED       CGS
 HX2205
 HX2205                          STATION DESCRIPTION
 HX2205
 HX2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2205'0.8 MI SE FROM MUD.
 HX2205'ABOUT 0.75 MILE SOUTHEAST ALONG DIRT ROAD FOLLOWING MUD RIVER
 HX2205'FROM THE POST OFFICE AND STORE AT MUD, 0.1 MILE WEST OF THE
 HX2205'JUNCTION OF ROAD LEADING SOUTH AND UPSTREAM ALONG CONNELLY
 HX2205'BRANCH, 104 YARDS SOUTH OF WOODEN PLANK IRON BRIDGE ACROSS MUD
 HX2205'RIVER, 13 FEET WEST OF THE CENTER LINE OF THE ROAD, SET
 HX2205'VERTICALLY IN THE EAST FACE OF A 2 1/2-FOOT HIGH LAYER OF ROCK,
 HX2205'10 YARDS NORTH OF THE SOUTH END OF ROCKY PART OF THE CUT, ABOUT
 HX2205'5 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0385 ***********************************************************************
 GY0385  DESIGNATION -  D 155
 GY0385  PID         -  GY0385
 GY0385  STATE/COUNTY-  WV/LOGAN
 GY0385  USGS QUAD   -  TRACE (1976)
 GY0385
 GY0385                         *CURRENT SURVEY CONTROL
 GY0385  ___________________________________________________________________
 GY0385* NAD 83(1986)-  37 54 23.     (N)    082 07 46.     (W)     SCALED    
 GY0385* NAVD 88     -       266.947  (meters)     875.81   (feet)  ADJUSTED  
 GY0385  ___________________________________________________________________
 GY0385  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GY0385  DYNAMIC HT  -         266.749 (meters)     875.16  (feet)  COMP
 GY0385  MODELED GRAV-     979,883.0   (mgal)                       NAVD 88
 GY0385
 GY0385  VERT ORDER  -  SECOND    CLASS 0
 GY0385
 GY0385.The horizontal coordinates were scaled from a topographic map and have
 GY0385.an estimated accuracy of +/- 6 seconds.
 GY0385
 GY0385.The orthometric height was determined by differential leveling
 GY0385.and adjusted by the National Geodetic Survey in June 1991..
 GY0385
 GY0385.The geoid height was determined by GEOID03.
 GY0385
 GY0385.The dynamic height is computed by dividing the NAVD 88
 GY0385.geopotential number by the normal gravity value computed on the
 GY0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0385.degrees latitude (g = 980.6199 gals.).
 GY0385
 GY0385.The modeled gravity was interpolated from observed gravity values.
 GY0385
 GY0385;                    North         East    Units  Estimated Accuracy
 GY0385;SPC WV S     -   101,200.      500,680.      MT  (+/- 180 meters Scaled)
 GY0385
 GY0385                          SUPERSEDED SURVEY CONTROL
 GY0385
 GY0385  NGVD 29 (??/??/92)  267.157  (m)          876.50   (f) ADJ UNCH    2 0
 GY0385
 GY0385.Superseded values are not recommended for survey control.
 GY0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0385.See file dsdata.txt to determine how the superseded data were derived.
 GY0385
 GY0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB007960(NAD 83)
 GY0385_MARKER: DB = BENCH MARK DISK
 GY0385_SETTING: 80 = SET IN A BOULDER
 GY0385_STAMPING: D 155 1957
 GY0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0385+STABILITY: SURFACE MOTION
 GY0385
 GY0385  HISTORY     - Date     Condition        Report By
 GY0385  HISTORY     - 1957     MONUMENTED       CGS
 GY0385
 GY0385                          STATION DESCRIPTION
 GY0385
 GY0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0385'10.4 MI S FROM HART.
 GY0385'ABOUT 10.45 MILES SOUTH ALONG HART CREEK ROAD FROM THE HIGH
 GY0385'SCHOOL AT HART, AT DALTON SCHOOL, 60 FEET SOUTH OF CENTER LINE
 GY0385'OF ROAD, 12 1/2 FEET WEST OF SOUTHWEST CORNER OF SCHOOL BUILDING,
 GY0385'IN THE TOP OF THE LOW NORTHWEST CORNER OF A 3-FOOT HIGH, 10 BY
 GY0385'8-FOOT EMBEDDED BOULDER, ABOUT 1/2 FOOT ABOVE GROUND AND ABOUT
 GY0385'6 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0392 ***********************************************************************
 GY0392  DESIGNATION -  D 156
 GY0392  PID         -  GY0392
 GY0392  STATE/COUNTY-  WV/LOGAN
 GY0392  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0392
 GY0392                         *CURRENT SURVEY CONTROL
 GY0392  ___________________________________________________________________
 GY0392* NAD 83(1986)-  37 57 13.     (N)    082 03 21.     (W)     SCALED    
 GY0392* NAVD 88     -       194.566  (meters)     638.34   (feet)  ADJUSTED  
 GY0392  ___________________________________________________________________
 GY0392  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GY0392  DYNAMIC HT  -         194.424 (meters)     637.87  (feet)  COMP
 GY0392  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 GY0392
 GY0392  VERT ORDER  -  SECOND    CLASS 0
 GY0392
 GY0392.The horizontal coordinates were scaled from a topographic map and have
 GY0392.an estimated accuracy of +/- 6 seconds.
 GY0392
 GY0392.The orthometric height was determined by differential leveling
 GY0392.and adjusted by the National Geodetic Survey in June 1991..
 GY0392
 GY0392.The geoid height was determined by GEOID03.
 GY0392
 GY0392.The dynamic height is computed by dividing the NAVD 88
 GY0392.geopotential number by the normal gravity value computed on the
 GY0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0392.degrees latitude (g = 980.6199 gals.).
 GY0392
 GY0392.The modeled gravity was interpolated from observed gravity values.
 GY0392
 GY0392;                    North         East    Units  Estimated Accuracy
 GY0392;SPC WV S     -   106,370.      507,210.      MT  (+/- 180 meters Scaled)
 GY0392
 GY0392                          SUPERSEDED SURVEY CONTROL
 GY0392
 GY0392  NGVD 29 (??/??/92)  194.778  (m)          639.03   (f) ADJ UNCH    2 0
 GY0392
 GY0392.Superseded values are not recommended for survey control.
 GY0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0392.See file dsdata.txt to determine how the superseded data were derived.
 GY0392
 GY0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC072011(NAD 83)
 GY0392_MARKER: DB = BENCH MARK DISK
 GY0392_SETTING: 80 = SET IN A BOULDER
 GY0392_STAMPING: D 156 1957
 GY0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0392+STABILITY: SURFACE MOTION
 GY0392
 GY0392  HISTORY     - Date     Condition        Report By
 GY0392  HISTORY     - 1957     MONUMENTED       CGS
 GY0392
 GY0392                          STATION DESCRIPTION
 GY0392
 GY0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0392'3 MI SW FROM CHAPMANVILLE.
 GY0392'ABOUT 3.0 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE HIGH
 GY0392'SCHOOL AT CHAPMANVILLE, ABOUT 65 YARDS NORTH OF JUNCTION OF A
 GY0392'ROAD LEADING WEST ALONG PIT FORK, ABOUT 1.15 MILES NORTH OF A
 GY0392'75-FOOT WOODEN DECK BRIDGE OVER CRAWLEY CREEK, 25 FEET EAST OF
 GY0392'CENTER LINE OF BLACK TOP ROAD, 117 FEET NORTH OF NORTHWEST CORNER
 GY0392'OF CRAWLEY CREEK FREEWILL BAPTIST CHURCH, SET VERTICALLY IN
 GY0392'THE WEST FACE OF A 4-FOOT HIGH AND 8 FEET WIDE EXPOSED PART
 GY0392'OF AN EMBEDDED BOULDER PROJECTING OUT OF HILL SIDE, 2 FEET ABOVE
 GY0392'LEVEL OF ROAD AND ABOUT 3 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2211 ***********************************************************************
 HX2211  DESIGNATION -  D 157
 HX2211  PID         -  HX2211
 HX2211  STATE/COUNTY-  WV/BOONE
 HX2211  USGS QUAD   -  MADISON (1976)
 HX2211
 HX2211                         *CURRENT SURVEY CONTROL
 HX2211  ___________________________________________________________________
 HX2211* NAD 83(1986)-  38 00 51.     (N)    081 51 41.     (W)     SCALED    
 HX2211* NAVD 88     -       295.060  (meters)     968.04   (feet)  ADJUSTED  
 HX2211  ___________________________________________________________________
 HX2211  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HX2211  DYNAMIC HT  -         294.847 (meters)     967.34  (feet)  COMP
 HX2211  MODELED GRAV-     979,897.9   (mgal)                       NAVD 88
 HX2211
 HX2211  VERT ORDER  -  SECOND    CLASS 0
 HX2211
 HX2211.The horizontal coordinates were scaled from a topographic map and have
 HX2211.an estimated accuracy of +/- 6 seconds.
 HX2211
 HX2211.The orthometric height was determined by differential leveling
 HX2211.and adjusted by the National Geodetic Survey in June 1991..
 HX2211
 HX2211.The geoid height was determined by GEOID03.
 HX2211
 HX2211.The dynamic height is computed by dividing the NAVD 88
 HX2211.geopotential number by the normal gravity value computed on the
 HX2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2211.degrees latitude (g = 980.6199 gals.).
 HX2211
 HX2211.The modeled gravity was interpolated from observed gravity values.
 HX2211
 HX2211;                    North         East    Units  Estimated Accuracy
 HX2211;SPC WV S     -   112,910.      524,360.      MT  (+/- 180 meters Scaled)
 HX2211
 HX2211                          SUPERSEDED SURVEY CONTROL
 HX2211
 HX2211  NGVD 29 (??/??/92)  295.267  (m)          968.72   (f) ADJ UNCH    2 0
 HX2211
 HX2211.Superseded values are not recommended for survey control.
 HX2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2211.See file dsdata.txt to determine how the superseded data were derived.
 HX2211
 HX2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC243077(NAD 83)
 HX2211_MARKER: DB = BENCH MARK DISK
 HX2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2211_STAMPING: D 157 1957
 HX2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2211+STABILITY: SURFACE MOTION
 HX2211
 HX2211  HISTORY     - Date     Condition        Report By
 HX2211  HISTORY     - 1957     MONUMENTED       CGS
 HX2211
 HX2211                          STATION DESCRIPTION
 HX2211
 HX2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2211'5.3 MI SW FROM MADISON.
 HX2211'ABOUT 2.9 MILE SOUTH ALONG U.S. 119 FROM ITS JUNCTION WITH
 HX2211'STATE HIGHWAY 79 AT MADISON, THENCE 2.4 SOUTHWEST ALONG GRAVEL
 HX2211'ROAD, 0.15 MILE WEST OF THE TOP OF THE GRADE AND GAP, 0.1 MILE
 HX2211'EAST OF AN UNUSED SCHOOL HOUSE, DIRECTLY ACROSS THE ROAD FROM A
 HX2211'GATE IN FENCE LINE, 7 FEET SOUTH OF FENCE LINE AND AT THE EAST
 HX2211'END OF A CUT, 17 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HX2211'2 FEET EAST OF A CONCRETE WITNESS POST, SET IN THE TOP OF A
 HX2211'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0208 ***********************************************************************
 GY0208  DESIGNATION -  D 158
 GY0208  PID         -  GY0208
 GY0208  STATE/COUNTY-  WV/MINGO
 GY0208  USGS QUAD   -  TRACE (1976)
 GY0208
 GY0208                         *CURRENT SURVEY CONTROL
 GY0208  ___________________________________________________________________
 GY0208* NAD 83(1986)-  37 53 40.     (N)    082 12 49.     (W)     SCALED    
 GY0208* NAVD 88     -       276.131  (meters)     905.94   (feet)  ADJUSTED  
 GY0208  ___________________________________________________________________
 GY0208  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GY0208  DYNAMIC HT  -         275.927 (meters)     905.27  (feet)  COMP
 GY0208  MODELED GRAV-     979,884.1   (mgal)                       NAVD 88
 GY0208
 GY0208  VERT ORDER  -  SECOND    CLASS 0
 GY0208
 GY0208.The horizontal coordinates were scaled from a topographic map and have
 GY0208.an estimated accuracy of +/- 6 seconds.
 GY0208
 GY0208.The orthometric height was determined by differential leveling
 GY0208.and adjusted by the National Geodetic Survey in June 1991..
 GY0208
 GY0208.The geoid height was determined by GEOID03.
 GY0208
 GY0208.The dynamic height is computed by dividing the NAVD 88
 GY0208.geopotential number by the normal gravity value computed on the
 GY0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0208.degrees latitude (g = 980.6199 gals.).
 GY0208
 GY0208.The modeled gravity was interpolated from observed gravity values.
 GY0208
 GY0208;                    North         East    Units  Estimated Accuracy
 GY0208;SPC WV S     -    99,970.      493,260.      MT  (+/- 180 meters Scaled)
 GY0208
 GY0208                          SUPERSEDED SURVEY CONTROL
 GY0208
 GY0208  NGVD 29 (??/??/92)  276.343  (m)          906.64   (f) ADJ UNCH    2 0
 GY0208
 GY0208.Superseded values are not recommended for survey control.
 GY0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0208.See file dsdata.txt to determine how the superseded data were derived.
 GY0208
 GY0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB932947(NAD 83)
 GY0208_MARKER: DB = BENCH MARK DISK
 GY0208_SETTING: 66 = SET IN ROCK OUTCROP
 GY0208_SP_SET: ROCK CUT
 GY0208_STAMPING: D 158 1957
 GY0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0208+STABILITY: POSITION/ELEVATION WELL
 GY0208
 GY0208  HISTORY     - Date     Condition        Report By
 GY0208  HISTORY     - 1957     MONUMENTED       CGS
 GY0208
 GY0208                          STATION DESCRIPTION
 GY0208
 GY0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0208'3 MI NW FROM DINGESS.
 GY0208'ABOUT 3.05 MILES NORTHWEST ALONG A GRAVEL ROAD FOLLOWING OLD
 GY0208'GRADE OF NORFOLK AND WESTERN RAILWAY FROM THE SCHOOL AT DINGESS,
 GY0208'ABOUT 0.6 MILE SOUTHEAST OF A 90-FOOT BRIDGE OVER WEST FORK
 GY0208'OF TWELVEPOLE CREEK, ON THE INSIDE AND NEAR CENTER OF A CURVE,
 GY0208'SET VERTICALLY IN THE NORTH FACE OF A ROCK IN A LARGE CUT AND
 GY0208'UNDER THE WEST EDGE OF SLIGHT OVERHANG OF A HIGHER LAYER OF
 GY0208'ROCK, 22 FEET SOUTH OF CENTER LINE OF ROAD, 1 FOOT ABOVE GROUND
 GY0208'AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0219 ***********************************************************************
 GY0219  DESIGNATION -  D 159
 GY0219  PID         -  GY0219
 GY0219  STATE/COUNTY-  WV/WAYNE
 GY0219  USGS QUAD   -  WILSONDALE (1981)
 GY0219
 GY0219                         *CURRENT SURVEY CONTROL
 GY0219  ___________________________________________________________________
 GY0219* NAD 83(1986)-  37 57 17.     (N)    082 19 38.     (W)     SCALED    
 GY0219* NAVD 88     -       233.373  (meters)     765.66   (feet)  ADJUSTED  
 GY0219  ___________________________________________________________________
 GY0219  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 GY0219  DYNAMIC HT  -         233.201 (meters)     765.09  (feet)  COMP
 GY0219  MODELED GRAV-     979,888.7   (mgal)                       NAVD 88
 GY0219
 GY0219  VERT ORDER  -  SECOND    CLASS 0
 GY0219
 GY0219.The horizontal coordinates were scaled from a topographic map and have
 GY0219.an estimated accuracy of +/- 6 seconds.
 GY0219
 GY0219.The orthometric height was determined by differential leveling
 GY0219.and adjusted by the National Geodetic Survey in June 1991..
 GY0219
 GY0219.The geoid height was determined by GEOID03.
 GY0219
 GY0219.The dynamic height is computed by dividing the NAVD 88
 GY0219.geopotential number by the normal gravity value computed on the
 GY0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0219.degrees latitude (g = 980.6199 gals.).
 GY0219
 GY0219.The modeled gravity was interpolated from observed gravity values.
 GY0219
 GY0219;                    North         East    Units  Estimated Accuracy
 GY0219;SPC WV S     -   106,800.      483,370.      MT  (+/- 180 meters Scaled)
 GY0219
 GY0219                          SUPERSEDED SURVEY CONTROL
 GY0219
 GY0219  NGVD 29 (??/??/92)  233.586  (m)          766.36   (f) ADJ UNCH    2 0
 GY0219
 GY0219.Superseded values are not recommended for survey control.
 GY0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0219.See file dsdata.txt to determine how the superseded data were derived.
 GY0219
 GY0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC833016(NAD 83)
 GY0219_MARKER: DB = BENCH MARK DISK
 GY0219_SETTING: 66 = SET IN ROCK OUTCROP
 GY0219_SP_SET: ROCK
 GY0219_STAMPING: D 159 1957
 GY0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0219+STABILITY: POSITION/ELEVATION WELL
 GY0219
 GY0219  HISTORY     - Date     Condition        Report By
 GY0219  HISTORY     - 1957     MONUMENTED       CGS
 GY0219
 GY0219                          STATION DESCRIPTION
 GY0219
 GY0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0219'0.2 MI SE FROM WILSONDALE.
 GY0219'ABOUT 0.25 MILE SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING OLD
 GY0219'GRADE OF NORFOLK AND WESTERN RAILWAY FROM THE POST OFFICE AT
 GY0219'WILSONDALE, ABOUT 50 YARDS EAST OF THE JUNCTION OF A DRIVE
 GY0219'SOUTH TO THREE SMALL HOUSES, SET VERTICALLY IN THE SOUTH FACE
 GY0219'OF A PROJECTION OF ROCK ABOUT 18 FEET LONG AND 12 FEET HIGH
 GY0219'IN A HILL SIDE, 14 FEET NORTH OF CENTER LINE OF ROAD, 6 FEET
 GY0219'EAST OF WEST END OF ROCK PROJECTION, 3 FEET ABOVE GROUND AND
 GY0219'ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1946 ***********************************************************************
 HW1946  DESIGNATION -  D 16
 HW1946  PID         -  HW1946
 HW1946  STATE/COUNTY-  WV/RANDOLPH
 HW1946  USGS QUAD   -  BOWDEN (1995)
 HW1946
 HW1946                         *CURRENT SURVEY CONTROL
 HW1946  ___________________________________________________________________
 HW1946* NAD 83(1986)-  38 55 04.     (N)    079 39 59.     (W)     SCALED    
 HW1946* NAVD 88     -       920.816  (meters)    3021.04   (feet)  ADJUSTED  
 HW1946  ___________________________________________________________________
 HW1946  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HW1946  DYNAMIC HT  -         920.113 (meters)    3018.74  (feet)  COMP
 HW1946  MODELED GRAV-     979,831.8   (mgal)                       NAVD 88
 HW1946
 HW1946  VERT ORDER  -  SECOND    CLASS 0
 HW1946
 HW1946.The horizontal coordinates were scaled from a topographic map and have
 HW1946.an estimated accuracy of +/- 6 seconds.
 HW1946
 HW1946.The orthometric height was determined by differential leveling
 HW1946.and adjusted by the National Geodetic Survey in June 1991..
 HW1946
 HW1946.The geoid height was determined by GEOID03.
 HW1946
 HW1946.The dynamic height is computed by dividing the NAVD 88
 HW1946.geopotential number by the normal gravity value computed on the
 HW1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1946.degrees latitude (g = 980.6199 gals.).
 HW1946
 HW1946.The modeled gravity was interpolated from observed gravity values.
 HW1946
 HW1946;                    North         East    Units  Estimated Accuracy
 HW1946;SPC WV S     -   213,690.      715,660.      MT  (+/- 180 meters Scaled)
 HW1946
 HW1946                          SUPERSEDED SURVEY CONTROL
 HW1946
 HW1946  NGVD 29 (??/??/92)  920.948  (m)         3021.48   (f) ADJ UNCH    2 0
 HW1946
 HW1946.Superseded values are not recommended for survey control.
 HW1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1946.See file dsdata.txt to determine how the superseded data were derived.
 HW1946
 HW1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD156084(NAD 83)
 HW1946_MARKER: DB = BENCH MARK DISK
 HW1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1946_STAMPING: D 16 1934
 HW1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1946+STABILITY: SURFACE MOTION
 HW1946
 HW1946  HISTORY     - Date     Condition        Report By
 HW1946  HISTORY     - 1934     MONUMENTED       CGS
 HW1946
 HW1946                          STATION DESCRIPTION
 HW1946
 HW1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1946'2 MI W FROM EVANWOOD.
 HW1946'2.0 MILES WEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HW1946'EVENWOOD, RANDOLPH COUNTY, ON THE TOP OF A MOUNTAIN, 10 YARDS
 HW1946'WEST OF THE ENTRANCE TO ROOSEVELT PARK, 10 YARDS WEST OF THE
 HW1946'CENTERLINE OF A DRIVEWAY, AND 20 YARDS NORTH OF THE CENTERLINE
 HW1946'OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 16 1934 AND SET IN
 HW1946'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0744 ***********************************************************************
 HY0744  DESIGNATION -  D 160
 HY0744  PID         -  HY0744
 HY0744  STATE/COUNTY-  WV/WAYNE
 HY0744  USGS QUAD   -  KIAHSVILLE (1975)
 HY0744
 HY0744                         *CURRENT SURVEY CONTROL
 HY0744  ___________________________________________________________________
 HY0744* NAD 83(1986)-  38 01 57.     (N)    082 20 03.     (W)     SCALED    
 HY0744* NAVD 88     -       230.235  (meters)     755.36   (feet)  ADJUSTED  
 HY0744  ___________________________________________________________________
 HY0744  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HY0744  DYNAMIC HT  -         230.068 (meters)     754.81  (feet)  COMP
 HY0744  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 HY0744
 HY0744  VERT ORDER  -  SECOND    CLASS 0
 HY0744
 HY0744.The horizontal coordinates were scaled from a topographic map and have
 HY0744.an estimated accuracy of +/- 6 seconds.
 HY0744
 HY0744.The orthometric height was determined by differential leveling
 HY0744.and adjusted by the National Geodetic Survey in June 1991..
 HY0744
 HY0744.The geoid height was determined by GEOID03.
 HY0744
 HY0744.The dynamic height is computed by dividing the NAVD 88
 HY0744.geopotential number by the normal gravity value computed on the
 HY0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0744.degrees latitude (g = 980.6199 gals.).
 HY0744
 HY0744.The modeled gravity was interpolated from observed gravity values.
 HY0744
 HY0744;                    North         East    Units  Estimated Accuracy
 HY0744;SPC WV S     -   115,440.      482,880.      MT  (+/- 180 meters Scaled)
 HY0744
 HY0744                          SUPERSEDED SURVEY CONTROL
 HY0744
 HY0744  NGVD 29 (??/??/92)  230.447  (m)          756.06   (f) ADJ UNCH    2 0
 HY0744
 HY0744.Superseded values are not recommended for survey control.
 HY0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0744.See file dsdata.txt to determine how the superseded data were derived.
 HY0744
 HY0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC829102(NAD 83)
 HY0744_MARKER: DB = BENCH MARK DISK
 HY0744_SETTING: 80 = SET IN A BOULDER
 HY0744_SP_SET: BOULDER
 HY0744_STAMPING: D 160 1957
 HY0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0744+STABILITY: SURFACE MOTION
 HY0744
 HY0744  HISTORY     - Date     Condition        Report By
 HY0744  HISTORY     - 1957     MONUMENTED       CGS
 HY0744
 HY0744                          STATION DESCRIPTION
 HY0744
 HY0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0744'7.3 MI E FROM DUNLOW.
 HY0744'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0744'DUNLOW, THENCE ABOUT 6.5 MILES SOUTHEAST AND EAST ALONG A ROAD
 HY0744'FOLLOWING BIG BRANCH AND LEADING INTO MILAM CREEK, ABOUT 0.5
 HY0744'MILE SOUTHWEST OF A NARROW ROAD LEADING EAST, ABOUT 80 YARDS
 HY0744'NORTHEAST OF AN UPAINTED FRAME HOUSE, IN THE TOP OF THE SOUTH
 HY0744'CORNER OF AN EMBEDDED BOULDER ABOUT 25 FEET SQUARE AND SLOPING
 HY0744'TO THE SOUTHEAST, 15 FEET NORTHWEST OF CENTER LINE OF ROAD, 4
 HY0744'FEET NORTH OF SOUTH CORNER AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.
 HY0744'NOTE-- MARK IS REACHED FROM THE CHURCH, SCHOOL AND ROAD JUNCTION
 HY0744'AT COVE GAP, BY GOING ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY
 HY0744'37, THENCE ABOUT 5.85 MILES SOUTH ALONG A ROAD FOLLOWING EAST
 HY0744'FORK OF TWELVEPOLE CREEK, THENCE ABOUT 2.35 MILES SOUTHWEST
 HY0744'ALONG A ROAD FOLLOWING MILAM CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0364 ***********************************************************************
 GY0364  DESIGNATION -  D 161
 GY0364  PID         -  GY0364
 GY0364  STATE/COUNTY-  WV/MINGO
 GY0364  USGS QUAD   -  WILSONDALE (1981)
 GY0364
 GY0364                         *CURRENT SURVEY CONTROL
 GY0364  ___________________________________________________________________
 GY0364* NAD 83(1986)-  37 57 18.     (N)    082 15 22.     (W)     SCALED    
 GY0364* NAVD 88     -       243.184  (meters)     797.85   (feet)  ADJUSTED  
 GY0364  ___________________________________________________________________
 GY0364  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GY0364  DYNAMIC HT  -         243.005 (meters)     797.26  (feet)  COMP
 GY0364  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 GY0364
 GY0364  VERT ORDER  -  SECOND    CLASS 0
 GY0364
 GY0364.The horizontal coordinates were scaled from a topographic map and have
 GY0364.an estimated accuracy of +/- 6 seconds.
 GY0364
 GY0364.The orthometric height was determined by differential leveling
 GY0364.and adjusted by the National Geodetic Survey in June 1991..
 GY0364
 GY0364.The geoid height was determined by GEOID03.
 GY0364
 GY0364.The dynamic height is computed by dividing the NAVD 88
 GY0364.geopotential number by the normal gravity value computed on the
 GY0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0364.degrees latitude (g = 980.6199 gals.).
 GY0364
 GY0364.The modeled gravity was interpolated from observed gravity values.
 GY0364
 GY0364;                    North         East    Units  Estimated Accuracy
 GY0364;SPC WV S     -   106,740.      489,620.      MT  (+/- 180 meters Scaled)
 GY0364
 GY0364                          SUPERSEDED SURVEY CONTROL
 GY0364
 GY0364  NGVD 29 (??/??/92)  243.397  (m)          798.54   (f) ADJ UNCH    2 0
 GY0364
 GY0364.Superseded values are not recommended for survey control.
 GY0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0364.See file dsdata.txt to determine how the superseded data were derived.
 GY0364
 GY0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC896015(NAD 83)
 GY0364_MARKER: DB = BENCH MARK DISK
 GY0364_SETTING: 66 = SET IN ROCK OUTCROP
 GY0364_SP_SET: ROCK CLIFF
 GY0364_STAMPING: D 161 1957
 GY0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0364+STABILITY: POSITION/ELEVATION WELL
 GY0364
 GY0364  HISTORY     - Date     Condition        Report By
 GY0364  HISTORY     - 1957     MONUMENTED       CGS
 GY0364
 GY0364                          STATION DESCRIPTION
 GY0364
 GY0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0364'2.9 MI N FROM BREEDEN.
 GY0364'ABOUT 0.9 MILE NORTHWEST ALONG A GRAVEL ROAD FOLLOWING THE OLD
 GY0364'GRADE OF NORFOLK AND WESTERN RAILWAY FROM THE JUNCTION OF ROAD
 GY0364'SOUTHWEST ALONG BREEDEN CREEK AT BREEDEN, THENCE ABOUT 2.0 MILES
 GY0364'NORTHEAST ALONG A ROUGH ROAD LEADING OVER MOUNTAIN INTO EAST
 GY0364'FORK OF TWELVEPOLE CREEK, ABOUT 0.2 MILE SOUTH OF JUNCTION OF
 GY0364'ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK, ON THE OUTSIDE OF
 GY0364'A CURVE WITH TANGENTS EXTENDING NORTH AND WEST, SET VERTICALLY
 GY0364'IN THE WEST FACE OF A CURVED ROCK CLIFF, 27 FEET SOUTHEAST OF
 GY0364'CENTER LINE OF ROAD, 11 FEET SOUTH OF NORTH END OF ROCK CLIFF
 GY0364'AND ABOUT 6 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2159 ***********************************************************************
 GX2159  DESIGNATION -  D 162
 GX2159  PID         -  GX2159
 GX2159  STATE/COUNTY-  WV/MINGO
 GX2159  USGS QUAD   -  MALLORY (1976)
 GX2159
 GX2159                         *CURRENT SURVEY CONTROL
 GX2159  ___________________________________________________________________
 GX2159* NAD 83(1986)-  37 39 13.     (N)    081 51 08.     (W)     SCALED    
 GX2159* NAVD 88     -       246.322  (meters)     808.14   (feet)  ADJUSTED  
 GX2159  ___________________________________________________________________
 GX2159  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GX2159  DYNAMIC HT  -         246.134 (meters)     807.52  (feet)  COMP
 GX2159  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 GX2159
 GX2159  VERT ORDER  -  SECOND    CLASS 0
 GX2159
 GX2159.The horizontal coordinates were scaled from a topographic map and have
 GX2159.an estimated accuracy of +/- 6 seconds.
 GX2159
 GX2159.The orthometric height was determined by differential leveling
 GX2159.and adjusted by the National Geodetic Survey in June 1991..
 GX2159
 GX2159.The geoid height was determined by GEOID03.
 GX2159
 GX2159.The dynamic height is computed by dividing the NAVD 88
 GX2159.geopotential number by the normal gravity value computed on the
 GX2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2159.degrees latitude (g = 980.6199 gals.).
 GX2159
 GX2159.The modeled gravity was interpolated from observed gravity values.
 GX2159
 GX2159;                    North         East    Units  Estimated Accuracy
 GX2159;SPC WV S     -    72,890.      524,800.      MT  (+/- 180 meters Scaled)
 GX2159
 GX2159                          SUPERSEDED SURVEY CONTROL
 GX2159
 GX2159  NGVD 29 (??/??/92)  246.529  (m)          808.82   (f) ADJ UNCH    2 0
 GX2159
 GX2159.Superseded values are not recommended for survey control.
 GX2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2159.See file dsdata.txt to determine how the superseded data were derived.
 GX2159
 GX2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB248677(NAD 83)
 GX2159_MARKER: DB = BENCH MARK DISK
 GX2159_SETTING: 66 = SET IN ROCK OUTCROP
 GX2159_SP_SET: ROCK CUT
 GX2159_STAMPING: D 162 1957
 GX2159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2159+STABILITY: POSITION/ELEVATION WELL
 GX2159
 GX2159  HISTORY     - Date     Condition        Report By
 GX2159  HISTORY     - 1957     MONUMENTED       CGS
 GX2159  HISTORY     - 1963     GOOD             AEROS
 GX2159
 GX2159                          STATION DESCRIPTION
 GX2159
 GX2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2159'4.2 MI N FROM GILBERT.
 GX2159'ABOUT 4.2 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION
 GX2159'OF U.S. HIGHWAY 52 AT GILBERT, ON THE INSIDE AND NEAR THE CENTER
 GX2159'OF A LONG CURVE WITH TANGENTS EXTENDING SOUTH AND WEST, NEAR A
 GX2159'TELEPHONE LINE CROSSING, SET VERTICALLY IN THE NORTHEAST FACE OF
 GX2159'A ROCK IN A CUT, 19 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 GX2159'60 FEET SOUTH AND ACROSS HIGHWAY FROM TELEPHONE POLE NO. 83-208
 GX2159'AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF HIGHWAY.
 GX2159
 GX2159                          STATION RECOVERY (1963)
 GX2159
 GX2159'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0798 ***********************************************************************
 KY0798  DESIGNATION -  D 163
 KY0798  PID         -  KY0798
 KY0798  STATE/COUNTY-  WV/BROOKE
 KY0798  USGS QUAD   -  WEIRTON (1994)
 KY0798
 KY0798                         *CURRENT SURVEY CONTROL
 KY0798  ___________________________________________________________________
 KY0798* NAD 83(1986)-  40 23 54.     (N)    080 34 24.     (W)     SCALED    
 KY0798* NAVD 88     -       218.055  (meters)     715.40   (feet)  ADJUSTED  
 KY0798  ___________________________________________________________________
 KY0798  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KY0798  DYNAMIC HT  -         217.940 (meters)     715.02  (feet)  COMP
 KY0798  MODELED GRAV-     980,097.3   (mgal)                       NAVD 88
 KY0798
 KY0798  VERT ORDER  -  FIRST     CLASS II
 KY0798
 KY0798.The horizontal coordinates were scaled from a topographic map and have
 KY0798.an estimated accuracy of +/- 6 seconds.
 KY0798
 KY0798.The orthometric height was determined by differential leveling
 KY0798.and adjusted by the National Geodetic Survey in June 1991..
 KY0798
 KY0798.The geoid height was determined by GEOID03.
 KY0798
 KY0798.The dynamic height is computed by dividing the NAVD 88
 KY0798.geopotential number by the normal gravity value computed on the
 KY0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0798.degrees latitude (g = 980.6199 gals.).
 KY0798
 KY0798.The modeled gravity was interpolated from observed gravity values.
 KY0798
 KY0798;                    North         East    Units  Estimated Accuracy
 KY0798;SPC WV N     -   211,300.      508,880.      MT  (+/- 180 meters Scaled)
 KY0798
 KY0798                          SUPERSEDED SURVEY CONTROL
 KY0798
 KY0798  NGVD 29 (??/??/92)  218.230  (m)          715.98   (f) ADJ UNCH    1 2
 KY0798
 KY0798.Superseded values are not recommended for survey control.
 KY0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0798.See file dsdata.txt to determine how the superseded data were derived.
 KY0798
 KY0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE362720(NAD 83)
 KY0798_MARKER: DB = BENCH MARK DISK
 KY0798_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0798_SP_SET: OVERPASS
 KY0798_STAMPING: D 163 1960
 KY0798_MARK LOGO: CGS   
 KY0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0798
 KY0798  HISTORY     - Date     Condition        Report By
 KY0798  HISTORY     - 1960     MONUMENTED       CGS
 KY0798  HISTORY     - 1983     GOOD             NGS
 KY0798
 KY0798                          STATION DESCRIPTION
 KY0798
 KY0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0798'3.8 MI W FROM COLLIER.
 KY0798'ABOUT 3.75 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0798'OVERPASS NO. 35-54 OVER A ROAD AND CREEK AT COLLIER, 0.8 MILE
 KY0798'EAST OF THE JUNCTION OF PITTSBURG AND WEIRTON TRACKS AT HOLIDAY
 KY0798'COVE, 10 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 KY0798'TRACK, IN TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 KY0798'HEAD WALL OF A NARROW STONE ARCH OVERPASS (NO. 39-28) FOR
 KY0798'PENNSYLVANIA RAILROAD OVER A ROAD, AND ABOUT 2 FEET BELOW THE
 KY0798'LEVEL OF THE TRACK.  THIS MARK CAN BE REACHED BY GOING ABOUT
 KY0798'1.75 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0798'STATION AT WEIRTON, HANCOCK COUNTY.
 KY0798
 KY0798                          STATION RECOVERY (1983)
 KY0798
 KY0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1138 ***********************************************************************
 GX1138  DESIGNATION -  D 164
 GX1138  PID         -  GX1138
 GX1138  STATE/COUNTY-  WV/WYOMING
 GX1138  USGS QUAD   -  RHODELL (1976)
 GX1138
 GX1138                         *CURRENT SURVEY CONTROL
 GX1138  ___________________________________________________________________
 GX1138* NAD 83(1986)-  37 35 13.     (N)    081 20 37.     (W)     SCALED    
 GX1138* NAVD 88     -       458.226  (meters)    1503.36   (feet)  ADJUSTED  
 GX1138  ___________________________________________________________________
 GX1138  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX1138  DYNAMIC HT  -         457.849 (meters)    1502.13  (feet)  COMP
 GX1138  MODELED GRAV-     979,793.0   (mgal)                       NAVD 88
 GX1138
 GX1138  VERT ORDER  -  SECOND    CLASS 0
 GX1138
 GX1138.The horizontal coordinates were scaled from a topographic map and have
 GX1138.an estimated accuracy of +/- 6 seconds.
 GX1138
 GX1138.The orthometric height was determined by differential leveling
 GX1138.and adjusted by the National Geodetic Survey in June 1991..
 GX1138
 GX1138.The geoid height was determined by GEOID03.
 GX1138
 GX1138.The dynamic height is computed by dividing the NAVD 88
 GX1138.geopotential number by the normal gravity value computed on the
 GX1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1138.degrees latitude (g = 980.6199 gals.).
 GX1138
 GX1138.The modeled gravity was interpolated from observed gravity values.
 GX1138
 GX1138;                    North         East    Units  Estimated Accuracy
 GX1138;SPC WV S     -    65,200.      569,650.      MT  (+/- 180 meters Scaled)
 GX1138
 GX1138                          SUPERSEDED SURVEY CONTROL
 GX1138
 GX1138  NGVD 29 (??/??/92)  458.383  (m)         1503.88   (f) ADJ UNCH    2 0
 GX1138
 GX1138.Superseded values are not recommended for survey control.
 GX1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1138.See file dsdata.txt to determine how the superseded data were derived.
 GX1138
 GX1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB696600(NAD 83)
 GX1138_MARKER: DB = BENCH MARK DISK
 GX1138_SETTING: 66 = SET IN ROCK OUTCROP
 GX1138_SP_SET: ROCK CUT
 GX1138_STAMPING: D 164 1960
 GX1138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1138+STABILITY: POSITION/ELEVATION WELL
 GX1138
 GX1138  HISTORY     - Date     Condition        Report By
 GX1138  HISTORY     - 1960     MONUMENTED       CGS
 GX1138  HISTORY     - 1980     GOOD             LOCSUR
 GX1138
 GX1138                          STATION DESCRIPTION
 GX1138
 GX1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1138'0.8 MI NW FROM IROQUOIS.
 GX1138'ABOUT 0.8 MILE NORTHWEST ALONG THE VIRGINIAN RAILWAY FROM THE COAL
 GX1138'COMPANY STORE AT IROQUOIS, ABOUT 0.15 MILE EAST OF MILE POST 4,
 GX1138'ABOUT 0.5 MILE EAST OF ALLEN JUNCTION, 8 1/2 RAILS EAST OF A
 GX1138'CONCRETE WHISTLE POST, SET VERTICALLY IN FACE OF A ROCK CUT, 6 1/2
 GX1138'FEET NORTH OF NORTH RAIL, 47 FEET WEST-SOUTHWEST AND ACROSS
 GX1138'TRACK FROM A TELEPHONE POLE, ABOUT 3 FEET ABOVE GROUND AND 2 FEET
 GX1138'ABOVE LEVEL OF TRACK.
 GX1138
 GX1138                          STATION RECOVERY (1980)
 GX1138
 GX1138'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0893 ***********************************************************************
 JX0893  DESIGNATION -  D 168
 JX0893  PID         -  JX0893
 JX0893  STATE/COUNTY-  WV/WOOD
 JX0893  USGS QUAD   -  VALLEY MILLS (1994)
 JX0893
 JX0893                         *CURRENT SURVEY CONTROL
 JX0893  ___________________________________________________________________
 JX0893* NAD 83(1986)-  39 20 45.     (N)    081 26 05.     (W)     SCALED    
 JX0893* NAVD 88     -       254.879  (meters)     836.22   (feet)  ADJUSTED  
 JX0893  ___________________________________________________________________
 JX0893  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX0893  DYNAMIC HT  -         254.722 (meters)     835.70  (feet)  COMP
 JX0893  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 JX0893
 JX0893  VERT ORDER  -  SECOND    CLASS 0
 JX0893
 JX0893.This mark is at Wood Co Apt Gill Robb Wilson Fld Airport (PKB)
 JX0893
 JX0893.The horizontal coordinates were scaled from a topographic map and have
 JX0893.an estimated accuracy of +/- 6 seconds.
 JX0893
 JX0893.The orthometric height was determined by differential leveling
 JX0893.and adjusted by the National Geodetic Survey in June 1991..
 JX0893
 JX0893.The geoid height was determined by GEOID03.
 JX0893
 JX0893.The dynamic height is computed by dividing the NAVD 88
 JX0893.geopotential number by the normal gravity value computed on the
 JX0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0893.degrees latitude (g = 980.6199 gals.).
 JX0893
 JX0893.The modeled gravity was interpolated from observed gravity values.
 JX0893
 JX0893;                    North         East    Units  Estimated Accuracy
 JX0893;SPC WV N     -    95,700.      433,240.      MT  (+/- 180 meters Scaled)
 JX0893
 JX0893                          SUPERSEDED SURVEY CONTROL
 JX0893
 JX0893  NGVD 29 (??/??/92)  255.047  (m)          836.77   (f) ADJ UNCH    2 0
 JX0893
 JX0893.Superseded values are not recommended for survey control.
 JX0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0893.See file dsdata.txt to determine how the superseded data were derived.
 JX0893
 JX0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD625552(NAD 83)
 JX0893_MARKER: DB = BENCH MARK DISK
 JX0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0893_SP_SET: CONCRETE RAMP
 JX0893_STAMPING: D 168 1962
 JX0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0893
 JX0893  HISTORY     - Date     Condition        Report By
 JX0893  HISTORY     - 1962     MONUMENTED       CGS
 JX0893  HISTORY     - 1967     GOOD             NGS
 JX0893  HISTORY     - 1983     GOOD             NGS
 JX0893
 JX0893                          STATION DESCRIPTION
 JX0893
 JX0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JX0893'4.2 MI NW FROM WAVERLY.
 JX0893'FROM THE POST OFFICE IN WAVERLY, GO 0.2 MILE SOUTH ON A PAVED
 JX0893'ROAD, THEN 2.6 MILES WEST ON STATE HIGHWAY 2 TO THE T JUNCTION
 JX0893'OF STATE HIGHWAY 31, THEN GO 0.9 MILE NORTH ON STATE HIGHWAY 31
 JX0893'TO THE T JUNCTION OF A PAVED ROAD LEADING WEST TO THE WOOD CO.
 JX0893'AIRPORT, THEN GO 0.5 MILE WEST ON THE PAVED ROAD TO THE AIRPORT.
 JX0893'THE BENCH MARK IS LOCATED AT THE WOOD CO. AIRPORT, 2.7 FT. WEST
 JX0893'OF THE SOUTHEAST CORNER OF THE MAIN HANGER, AND 0.9 FT. SOUTH
 JX0893'OF THE SOUTH WALL OF THE HANGER.  THE DISK IS CEMENTED IN A DRILL
 JX0893'HOLE IN TOP OF THE CONCRETE RAMP.
 JX0893
 JX0893                          STATION RECOVERY (1967)
 JX0893
 JX0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JX0893'RECOVERED IN GOOD CONDITION.
 JX0893
 JX0893                          STATION RECOVERY (1983)
 JX0893
 JX0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1427 ***********************************************************************
 HW1427  DESIGNATION -  D 17
 HW1427  PID         -  HW1427
 HW1427  STATE/COUNTY-  WV/PENDLETON
 HW1427  USGS QUAD   -  FRANKLIN (1995)
 HW1427
 HW1427                         *CURRENT SURVEY CONTROL
 HW1427  ___________________________________________________________________
 HW1427* NAD 83(1986)-  38 41 12.     (N)    079 19 14.     (W)     SCALED    
 HW1427* NAVD 88     -       502.841  (meters)    1649.74   (feet)  ADJUSTED  
 HW1427  ___________________________________________________________________
 HW1427  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HW1427  DYNAMIC HT  -         502.478 (meters)    1648.55  (feet)  COMP
 HW1427  MODELED GRAV-     979,891.5   (mgal)                       NAVD 88
 HW1427
 HW1427  VERT ORDER  -  SECOND    CLASS 0
 HW1427
 HW1427.The horizontal coordinates were scaled from a topographic map and have
 HW1427.an estimated accuracy of +/- 6 seconds.
 HW1427
 HW1427.The orthometric height was determined by differential leveling
 HW1427.and adjusted by the National Geodetic Survey in June 1991..
 HW1427
 HW1427.The geoid height was determined by GEOID03.
 HW1427
 HW1427.The dynamic height is computed by dividing the NAVD 88
 HW1427.geopotential number by the normal gravity value computed on the
 HW1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1427.degrees latitude (g = 980.6199 gals.).
 HW1427
 HW1427.The modeled gravity was interpolated from observed gravity values.
 HW1427
 HW1427;                    North         East    Units  Estimated Accuracy
 HW1427;SPC WV S     -   188,530.      746,110.      MT  (+/- 180 meters Scaled)
 HW1427
 HW1427                          SUPERSEDED SURVEY CONTROL
 HW1427
 HW1427  NGVD 29 (??/??/92)  502.962  (m)         1650.13   (f) ADJ UNCH    2 0
 HW1427
 HW1427.Superseded values are not recommended for survey control.
 HW1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1427.See file dsdata.txt to determine how the superseded data were derived.
 HW1427
 HW1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC460833(NAD 83)
 HW1427_MARKER: DB = BENCH MARK DISK
 HW1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1427_STAMPING: D 17 1934
 HW1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1427+STABILITY: SURFACE MOTION
 HW1427
 HW1427  HISTORY     - Date     Condition        Report By
 HW1427  HISTORY     - 1934     MONUMENTED       CGS
 HW1427  HISTORY     - 1969     MARK NOT FOUND   USGS
 HW1427
 HW1427                          STATION DESCRIPTION
 HW1427
 HW1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1427'3.5 MI N FROM FRANKLIN.
 HW1427'3.5 MILES NORTH ALONG U.S. HIGHWAY 220 FROM FRANKLIN, PENDLETON
 HW1427'COUNTY, 2.5 MILES SOUTH OF THE POST OFFICE AT RUDDLE, 1,300 FEET
 HW1427'NORTHEAST OF THE HOME OF JOHN WARNER, AT A FENCE CORNER TOWARDS
 HW1427'THE SOUTH CENTERLINE, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 HW1427'DISK, STAMPED D 17 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HW1427
 HW1427                          STATION RECOVERY (1969)
 HW1427
 HW1427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HW1427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2426 ***********************************************************************
 GX2426  DESIGNATION -  D 176
 GX2426  PID         -  GX2426
 GX2426  STATE/COUNTY-  WV/MINGO
 GX2426  USGS QUAD   -  GILBERT (1977)
 GX2426
 GX2426                         *CURRENT SURVEY CONTROL
 GX2426  ___________________________________________________________________
 GX2426* NAD 83(1986)-  37 35 20.     (N)    081 50 03.     (W)     SCALED    
 GX2426* NAVD 88     -       270.491  (meters)     887.44   (feet)  ADJUSTED  
 GX2426  ___________________________________________________________________
 GX2426  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX2426  DYNAMIC HT  -         270.284 (meters)     886.76  (feet)  COMP
 GX2426  MODELED GRAV-     979,855.3   (mgal)                       NAVD 88
 GX2426
 GX2426  VERT ORDER  -  SECOND    CLASS 0
 GX2426
 GX2426.The horizontal coordinates were scaled from a topographic map and have
 GX2426.an estimated accuracy of +/- 6 seconds.
 GX2426
 GX2426.The orthometric height was determined by differential leveling
 GX2426.and adjusted by the National Geodetic Survey in June 1991..
 GX2426
 GX2426.The geoid height was determined by GEOID03.
 GX2426
 GX2426.The dynamic height is computed by dividing the NAVD 88
 GX2426.geopotential number by the normal gravity value computed on the
 GX2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2426.degrees latitude (g = 980.6199 gals.).
 GX2426
 GX2426.The modeled gravity was interpolated from observed gravity values.
 GX2426
 GX2426;                    North         East    Units  Estimated Accuracy
 GX2426;SPC WV S     -    65,690.      526,330.      MT  (+/- 180 meters Scaled)
 GX2426
 GX2426                          SUPERSEDED SURVEY CONTROL
 GX2426
 GX2426  NGVD 29 (??/??/92)  270.695  (m)          888.11   (f) ADJ UNCH    2 0
 GX2426
 GX2426.Superseded values are not recommended for survey control.
 GX2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2426.See file dsdata.txt to determine how the superseded data were derived.
 GX2426
 GX2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB263605(NAD 83)
 GX2426_MARKER: DB = BENCH MARK DISK
 GX2426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2426_SP_SET: BRIDGE
 GX2426_STAMPING: D 176 1958
 GX2426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2426
 GX2426  HISTORY     - Date     Condition        Report By
 GX2426  HISTORY     - 1958     MONUMENTED       CGS
 GX2426  HISTORY     - 1963     GOOD             AEROS
 GX2426
 GX2426                          STATION DESCRIPTION
 GX2426
 GX2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2426'4 MI SE FROM GILBERT.
 GX2426'ABOUT 4.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE
 GX2426'JUNCTION OF STATE HIGHWAY 80 AT GILBERT, AT THE EAST EDGE OF
 GX2426'JUSTICE, 13 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 GX2426'TOP OF THE SOUTH END OF THE WEST ABUTMENT FOR HIGHWAY BRIDGE OVER
 GX2426'GUYANDOT RIVER, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GX2426
 GX2426                          STATION RECOVERY (1963)
 GX2426
 GX2426'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2029 ***********************************************************************
 GX2029  DESIGNATION -  D 177
 GX2029  PID         -  GX2029
 GX2029  STATE/COUNTY-  WV/MCDOWELL
 GX2029  USGS QUAD   -  DAVY (1976)
 GX2029
 GX2029                         *CURRENT SURVEY CONTROL
 GX2029  ___________________________________________________________________
 GX2029* NAD 83(1986)-  37 29 19.     (N)    081 39 05.     (W)     SCALED    
 GX2029* NAVD 88     -       408.837  (meters)    1341.33   (feet)  ADJUSTED  
 GX2029  ___________________________________________________________________
 GX2029  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX2029  DYNAMIC HT  -         408.508 (meters)    1340.25  (feet)  COMP
 GX2029  MODELED GRAV-     979,813.9   (mgal)                       NAVD 88
 GX2029
 GX2029  VERT ORDER  -  SECOND    CLASS 0
 GX2029
 GX2029.The horizontal coordinates were scaled from a topographic map and have
 GX2029.an estimated accuracy of +/- 6 seconds.
 GX2029
 GX2029.The orthometric height was determined by differential leveling
 GX2029.and adjusted by the National Geodetic Survey in June 1991..
 GX2029
 GX2029.The geoid height was determined by GEOID03.
 GX2029
 GX2029.The dynamic height is computed by dividing the NAVD 88
 GX2029.geopotential number by the normal gravity value computed on the
 GX2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2029.degrees latitude (g = 980.6199 gals.).
 GX2029
 GX2029.The modeled gravity was interpolated from observed gravity values.
 GX2029
 GX2029;                    North         East    Units  Estimated Accuracy
 GX2029;SPC WV S     -    54,430.      542,390.      MT  (+/- 180 meters Scaled)
 GX2029
 GX2029                          SUPERSEDED SURVEY CONTROL
 GX2029
 GX2029  NGVD 29 (??/??/92)  409.011  (m)         1341.90   (f) ADJ UNCH    2 0
 GX2029
 GX2029.Superseded values are not recommended for survey control.
 GX2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2029.See file dsdata.txt to determine how the superseded data were derived.
 GX2029
 GX2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB424492(NAD 83)
 GX2029_MARKER: DB = BENCH MARK DISK
 GX2029_SETTING: 66 = SET IN ROCK OUTCROP
 GX2029_SP_SET: OUTCROP
 GX2029_STAMPING: D 177 1958
 GX2029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2029+STABILITY: POSITION/ELEVATION WELL
 GX2029
 GX2029  HISTORY     - Date     Condition        Report By
 GX2029  HISTORY     - 1958     MONUMENTED       CGS
 GX2029
 GX2029                          STATION DESCRIPTION
 GX2029
 GX2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2029'0.9 MI N FROM DAVY.
 GX2029'0.9 MILE NORTH ALONG A BLACK TOP ROAD TO BAILEYSVILLE FROM THE
 GX2029'SCHOOL AT DAVY, 0.7 MILE NORTH OF THE JUNCTION OF A ROAD LEADING
 GX2029'NORTHEAST, ABOUT 93 YARDS SOUTHWEST OF A DRIVE SOUTHEAST TO TWO
 GX2029'SMALL HOUSES, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GX2029'NORTH AND SOUTHWEST, IN THE TOP OF A NARROW LEDGE ON THE
 GX2029'NORTHWEST FACE OF A ROCK CUT, 21 FEET SOUTHEAST OF THE CENTER
 GX2029'LINE OF THE ROAD, 168 FEET NORTHEAST OF THE SOUTHWEST END OF
 GX2029'THE ROCK CUT, 1/2 FOOT SOUTHEAST OF AND ABOVE A 6-INCH TRIANGLE
 GX2029'CUT IN FACE OF ROCK, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE
 GX2029'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2451 ***********************************************************************
 GX2451  DESIGNATION -  D 178
 GX2451  PID         -  GX2451
 GX2451  STATE/COUNTY-  WV/WYOMING
 GX2451  USGS QUAD   -  PINEVILLE (1976)
 GX2451
 GX2451                         *CURRENT SURVEY CONTROL
 GX2451  ___________________________________________________________________
 GX2451* NAD 83(1986)-  37 35 03.     (N)    081 34 00.     (W)     SCALED    
 GX2451* NAVD 88     -       377.480  (meters)    1238.45   (feet)  ADJUSTED  
 GX2451  ___________________________________________________________________
 GX2451  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX2451  DYNAMIC HT  -         377.179 (meters)    1237.46  (feet)  COMP
 GX2451  MODELED GRAV-     979,822.0   (mgal)                       NAVD 88
 GX2451
 GX2451  VERT ORDER  -  SECOND    CLASS 0
 GX2451
 GX2451.The horizontal coordinates were scaled from a topographic map and have
 GX2451.an estimated accuracy of +/- 6 seconds.
 GX2451
 GX2451.The orthometric height was determined by differential leveling
 GX2451.and adjusted by the National Geodetic Survey in June 1991..
 GX2451
 GX2451.The geoid height was determined by GEOID03.
 GX2451
 GX2451.The dynamic height is computed by dividing the NAVD 88
 GX2451.geopotential number by the normal gravity value computed on the
 GX2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2451.degrees latitude (g = 980.6199 gals.).
 GX2451
 GX2451.The modeled gravity was interpolated from observed gravity values.
 GX2451
 GX2451;                    North         East    Units  Estimated Accuracy
 GX2451;SPC WV S     -    64,990.      549,950.      MT  (+/- 180 meters Scaled)
 GX2451
 GX2451                          SUPERSEDED SURVEY CONTROL
 GX2451
 GX2451  NGVD 29 (??/??/92)  377.651  (m)         1239.01   (f) ADJ UNCH    2 0
 GX2451
 GX2451.Superseded values are not recommended for survey control.
 GX2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2451.See file dsdata.txt to determine how the superseded data were derived.
 GX2451
 GX2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB499598(NAD 83)
 GX2451_MARKER: DB = BENCH MARK DISK
 GX2451_SETTING: 66 = SET IN ROCK OUTCROP
 GX2451_SP_SET: LEDGE
 GX2451_STAMPING: D 178 1958
 GX2451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2451+STABILITY: POSITION/ELEVATION WELL
 GX2451
 GX2451  HISTORY     - Date     Condition        Report By
 GX2451  HISTORY     - 1958     MONUMENTED       CGS
 GX2451  HISTORY     - 1963     GOOD             AEROS
 GX2451  HISTORY     - 1980     GOOD             LOCSUR
 GX2451
 GX2451                          STATION DESCRIPTION
 GX2451
 GX2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2451'2.8 MI W FROM PINEVILLE.
 GX2451'ABOUT 2.8 MILES WEST ALONG A BLACK TOP ROAD TO BAILEYSVILLE FROM
 GX2451'THE COURTHOUSE AT PINEVILLE, 0.4 MILE SOUTHWEST OF A NARROW ROAD
 GX2451'LEADING NORTH AND UPHILL, 19 FEET NORTHWEST OF THE CENTER LINE
 GX2451'OF THE ROAD, SET IN A CHISELED SHELF ON THE SOUTHEAST SIDE OF A
 GX2451'SLOPING ROCK 10-FOOT LONG AND 2 1/2-FOOT HIGH PROJECTING FROM
 GX2451'THE SIDE OF THE MOUNTAIN, 34 FEET NORTHEAST OF THE NORTHWEST END OF
 GX2451'A 24-INCH PIPE CULVERT WITH A CONCRETE HEAD WALL, AND ABOUT 1
 GX2451'FOOT ABOVE THE LEVEL OF THE ROAD.
 GX2451
 GX2451                          STATION RECOVERY (1963)
 GX2451
 GX2451'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2451'RECOVERED IN GOOD CONDITION.
 GX2451
 GX2451                          STATION RECOVERY (1980)
 GX2451
 GX2451'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1892 ***********************************************************************
 GX1892  DESIGNATION -  D 179
 GX1892  PID         -  GX1892
 GX1892  STATE/COUNTY-  WV/MCDOWELL
 GX1892  USGS QUAD   -  WAR (1977)
 GX1892
 GX1892                         *CURRENT SURVEY CONTROL
 GX1892  ___________________________________________________________________
 GX1892* NAD 83(1986)-  37 18 48.     (N)    081 41 45.     (W)     SCALED    
 GX1892* NAVD 88     -       408.659  (meters)    1340.74   (feet)  ADJUSTED  
 GX1892  ___________________________________________________________________
 GX1892  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX1892  DYNAMIC HT  -         408.318 (meters)    1339.62  (feet)  COMP
 GX1892  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 GX1892
 GX1892  VERT ORDER  -  SECOND    CLASS 0
 GX1892
 GX1892.The horizontal coordinates were scaled from a topographic map and have
 GX1892.an estimated accuracy of +/- 6 seconds.
 GX1892
 GX1892.The orthometric height was determined by differential leveling
 GX1892.and adjusted by the National Geodetic Survey in June 1991..
 GX1892
 GX1892.The geoid height was determined by GEOID03.
 GX1892
 GX1892.The dynamic height is computed by dividing the NAVD 88
 GX1892.geopotential number by the normal gravity value computed on the
 GX1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1892.degrees latitude (g = 980.6199 gals.).
 GX1892
 GX1892.The modeled gravity was interpolated from observed gravity values.
 GX1892
 GX1892;                    North         East    Units  Estimated Accuracy
 GX1892;SPC WV S     -    35,010.      538,320.      MT  (+/- 180 meters Scaled)
 GX1892
 GX1892                          SUPERSEDED SURVEY CONTROL
 GX1892
 GX1892  NGVD 29 (??/??/92)  408.821  (m)         1341.27   (f) ADJ UNCH    2 0
 GX1892
 GX1892.Superseded values are not recommended for survey control.
 GX1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1892.See file dsdata.txt to determine how the superseded data were derived.
 GX1892
 GX1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB383298(NAD 83)
 GX1892_MARKER: DB = BENCH MARK DISK
 GX1892_SETTING: 66 = SET IN ROCK OUTCROP
 GX1892_SP_SET: SET IN ROCK OUTCROP
 GX1892_STAMPING: D 179 1958
 GX1892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1892+STABILITY: POSITION/ELEVATION WELL
 GX1892
 GX1892  HISTORY     - Date     Condition        Report By
 GX1892  HISTORY     - 1958     MONUMENTED       CGS
 GX1892
 GX1892                          STATION DESCRIPTION
 GX1892
 GX1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1892'1.1 MI NW FROM WAR.
 GX1892'1.1 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1892'THE STATION AT WAR, ALSO ABOUT 0.6 MILE SOUTH ALONG THE NORFOLK
 GX1892'AND WESTERN RAILWAY FROM THE RAILWAY OVERPASS OVER STATE HIGHWAY
 GX1892'83 AT SUSANNA, 0.15 MILE SOUTHEAST OF MILEPOST I 21, 3 RAILS
 GX1892'SOUTHEAST OF THE NORTHWEST END OF A SIDING, SET VERTICALLY IN THE
 GX1892'SOUTHWEST FACE OF A LARGE ROCK CUT, 23 FEET NORTHEAST AND ACROSS
 GX1892'THE SIDE TRACK FROM THE NORTHEAST RAIL OF THE MAIN TRACK, UNDER
 GX1892'THE SOUTHEAST EDGE OF THE HIGHEST PART OF THE CUT, AND ABOUT
 GX1892'3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0325 ***********************************************************************
 JW0325  DESIGNATION -  D 18
 JW0325  PID         -  JW0325
 JW0325  STATE/COUNTY-  WV/HAMPSHIRE
 JW0325  USGS QUAD   -  SECTOR (1971)
 JW0325
 JW0325                         *CURRENT SURVEY CONTROL
 JW0325  ___________________________________________________________________
 JW0325* NAD 83(1986)-  39 14 57.     (N)    078 50 32.     (W)     SCALED    
 JW0325* NAVD 88     -       222.874  (meters)     731.21   (feet)  ADJUSTED  
 JW0325  ___________________________________________________________________
 JW0325  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JW0325  DYNAMIC HT  -         222.734 (meters)     730.75  (feet)  COMP
 JW0325  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 JW0325
 JW0325  VERT ORDER  -  SECOND    CLASS 0
 JW0325
 JW0325.The horizontal coordinates were scaled from a topographic map and have
 JW0325.an estimated accuracy of +/- 6 seconds.
 JW0325
 JW0325.The orthometric height was determined by differential leveling
 JW0325.and adjusted by the National Geodetic Survey in June 1991..
 JW0325
 JW0325.The geoid height was determined by GEOID03.
 JW0325
 JW0325.The dynamic height is computed by dividing the NAVD 88
 JW0325.geopotential number by the normal gravity value computed on the
 JW0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0325.degrees latitude (g = 980.6199 gals.).
 JW0325
 JW0325.The modeled gravity was interpolated from observed gravity values.
 JW0325
 JW0325;                    North         East    Units  Estimated Accuracy
 JW0325;SPC WV N     -    83,380.      656,780.      MT  (+/- 180 meters Scaled)
 JW0325
 JW0325                          SUPERSEDED SURVEY CONTROL
 JW0325
 JW0325  NGVD 29 (??/??/92)  223.036  (m)          731.74   (f) ADJ UNCH    2 0
 JW0325
 JW0325.Superseded values are not recommended for survey control.
 JW0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0325.See file dsdata.txt to determine how the superseded data were derived.
 JW0325
 JW0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD861466(NAD 83)
 JW0325_MARKER: DB = BENCH MARK DISK
 JW0325_SETTING: 66 = SET IN ROCK OUTCROP
 JW0325_SP_SET: CLIFF
 JW0325_STAMPING: D 18 1934
 JW0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0325+STABILITY: POSITION/ELEVATION WELL
 JW0325
 JW0325  HISTORY     - Date     Condition        Report By
 JW0325  HISTORY     - 1934     MONUMENTED       CGS
 JW0325
 JW0325                          STATION DESCRIPTION
 JW0325
 JW0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0325'6.9 MI S FROM VANDERLIP.
 JW0325'6.9 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0325'VANDERLIP, HAMPSHIRE COUNTY, 1.7 MILES NORTH OF GLEBE, IN THE
 JW0325'FACE OF A ROCK CLIFF, 4 YARDS WEST OF THE CENTERLINE OF THE TRACK,
 JW0325'AND 4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED D 18
 JW0325'1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2197 ***********************************************************************
 GX2197  DESIGNATION -  D 180
 GX2197  PID         -  GX2197
 GX2197  STATE/COUNTY-  WV/WYOMING
 GX2197  USGS QUAD   -  OCEANA (1976)
 GX2197
 GX2197                         *CURRENT SURVEY CONTROL
 GX2197  ___________________________________________________________________
 GX2197* NAD 83(1986)-  37 41 33.     (N)    081 38 00.     (W)     SCALED    
 GX2197* NAVD 88     -       386.082  (meters)    1266.67   (feet)  ADJUSTED  
 GX2197  ___________________________________________________________________
 GX2197  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX2197  DYNAMIC HT  -         385.775 (meters)    1265.66  (feet)  COMP
 GX2197  MODELED GRAV-     979,824.5   (mgal)                       NAVD 88
 GX2197
 GX2197  VERT ORDER  -  SECOND    CLASS 0
 GX2197
 GX2197.The horizontal coordinates were scaled from a topographic map and have
 GX2197.an estimated accuracy of +/- 6 seconds.
 GX2197
 GX2197.The orthometric height was determined by differential leveling
 GX2197.and adjusted by the National Geodetic Survey in June 1991..
 GX2197
 GX2197.The geoid height was determined by GEOID03.
 GX2197
 GX2197.The dynamic height is computed by dividing the NAVD 88
 GX2197.geopotential number by the normal gravity value computed on the
 GX2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2197.degrees latitude (g = 980.6199 gals.).
 GX2197
 GX2197.The modeled gravity was interpolated from observed gravity values.
 GX2197
 GX2197;                    North         East    Units  Estimated Accuracy
 GX2197;SPC WV S     -    77,050.      544,140.      MT  (+/- 180 meters Scaled)
 GX2197
 GX2197                          SUPERSEDED SURVEY CONTROL
 GX2197
 GX2197  NGVD 29 (??/??/92)  386.248  (m)         1267.22   (f) ADJ UNCH    2 0
 GX2197
 GX2197.Superseded values are not recommended for survey control.
 GX2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2197.See file dsdata.txt to determine how the superseded data were derived.
 GX2197
 GX2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB441718(NAD 83)
 GX2197_MARKER: DB = BENCH MARK DISK
 GX2197_SETTING: 66 = SET IN ROCK OUTCROP
 GX2197_SP_SET: ROCK CUT
 GX2197_STAMPING: D 180 1958
 GX2197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2197+STABILITY: POSITION/ELEVATION WELL
 GX2197
 GX2197  HISTORY     - Date     Condition        Report By
 GX2197  HISTORY     - 1958     MONUMENTED       CGS
 GX2197  HISTORY     - 1963     GOOD             AEROS
 GX2197
 GX2197                          STATION DESCRIPTION
 GX2197
 GX2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2197'0.4 MI SE FROM OCEANA.
 GX2197'ABOUT 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE
 GX2197'METHODIST CHURCH AT OCEANA, NEAR THE FIRE STATION, ON THE INSIDE
 GX2197'OF A CURVE, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK
 GX2197'CUT, 29 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 103 FEET EAST
 GX2197'AND ACROSS HIGHWAY FROM EAST CORNER OF FIRE STATION, 12 FEET
 GX2197'SOUTHEAST OF NORTHWEST END OF ROCK CUT, AND ABOUT 5 FEET ABOVE
 GX2197'LEVEL OF HIGHWAY.
 GX2197
 GX2197                          STATION RECOVERY (1963)
 GX2197
 GX2197'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1201 ***********************************************************************
 GX1201  DESIGNATION -  D 181
 GX1201  PID         -  GX1201
 GX1201  STATE/COUNTY-  WV/WYOMING
 GX1201  USGS QUAD   -  MC GRAWS (1976)
 GX1201
 GX1201                         *CURRENT SURVEY CONTROL
 GX1201  ___________________________________________________________________
 GX1201* NAD 83(1986)-  37 44 42.     (N)    081 25 44.     (W)     SCALED    
 GX1201* NAVD 88     -       672.995  (meters)    2207.98   (feet)  ADJUSTED  
 GX1201  ___________________________________________________________________
 GX1201  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX1201  DYNAMIC HT  -         672.464 (meters)    2206.24  (feet)  COMP
 GX1201  MODELED GRAV-     979,816.4   (mgal)                       NAVD 88
 GX1201
 GX1201  VERT ORDER  -  SECOND    CLASS 0
 GX1201
 GX1201.The horizontal coordinates were scaled from a topographic map and have
 GX1201.an estimated accuracy of +/- 6 seconds.
 GX1201
 GX1201.The orthometric height was determined by differential leveling
 GX1201.and adjusted by the National Geodetic Survey in June 1991..
 GX1201
 GX1201.The geoid height was determined by GEOID03.
 GX1201
 GX1201.The dynamic height is computed by dividing the NAVD 88
 GX1201.geopotential number by the normal gravity value computed on the
 GX1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1201.degrees latitude (g = 980.6199 gals.).
 GX1201
 GX1201.The modeled gravity was interpolated from observed gravity values.
 GX1201
 GX1201;                    North         East    Units  Estimated Accuracy
 GX1201;SPC WV S     -    82,770.      562,200.      MT  (+/- 180 meters Scaled)
 GX1201
 GX1201                          SUPERSEDED SURVEY CONTROL
 GX1201
 GX1201  NGVD 29 (??/??/92)  673.168  (m)         2208.55   (f) ADJ UNCH    2 0
 GX1201
 GX1201.Superseded values are not recommended for survey control.
 GX1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1201.See file dsdata.txt to determine how the superseded data were derived.
 GX1201
 GX1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB622776(NAD 83)
 GX1201_MARKER: DB = BENCH MARK DISK
 GX1201_SETTING: 66 = SET IN ROCK OUTCROP
 GX1201_SP_SET: ROCK
 GX1201_STAMPING: D 181 1958
 GX1201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1201+STABILITY: POSITION/ELEVATION WELL
 GX1201
 GX1201  HISTORY     - Date     Condition        Report By
 GX1201  HISTORY     - 1958     MONUMENTED       CGS
 GX1201
 GX1201                          STATION DESCRIPTION
 GX1201
 GX1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1201'6.5 MI SW FROM GLEN DANIEL.
 GX1201'ABOUT 6.5 MILES SOUTHWEST ALONG A BLACK TOP ROAD TO GLEN MORRISON
 GX1201'FROM THE POST OFFICE AT GLEN DANIEL, 0.45 MILE SOUTHWEST OF THE
 GX1201'WYOMING-RALEIGH COUNTY LINE, ON THE WEST SLOPE OF A HILL, ABOUT
 GX1201'130 YARDS NORTHWEST OF THE CENTER OF A RAVINE AND THE CENTER OF
 GX1201'A CURVE WITH TANGENTS EXTENDING NORTHEAST AND NORTHWEST, SET
 GX1201'VERTICALLY IN THE NORTH FACE OF A V SHAPED ROCK THAT IS PART OF
 GX1201'A ROCK CUT, 16 FEET SOUTH OF CENTER LINE OF ROAD, 7 FEET EAST OF
 GX1201'THE SOUTH END OF A 18-INCH PIPE CULVERT, AND ABOUT 2 1/2 FEET
 GX1201'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1330 ***********************************************************************
 GX1330  DESIGNATION -  D 182
 GX1330  PID         -  GX1330
 GX1330  STATE/COUNTY-  WV/MCDOWELL
 GX1330  USGS QUAD   -  KEYSTONE (1976)
 GX1330
 GX1330                         *CURRENT SURVEY CONTROL
 GX1330  ___________________________________________________________________
 GX1330* NAD 83(1986)-  37 23 04.     (N)    081 24 56.     (W)     SCALED    
 GX1330* NAVD 88     -       596.545  (meters)    1957.16   (feet)  ADJUSTED  
 GX1330  ___________________________________________________________________
 GX1330  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GX1330  DYNAMIC HT  -         596.028 (meters)    1955.47  (feet)  COMP
 GX1330  MODELED GRAV-     979,744.6   (mgal)                       NAVD 88
 GX1330
 GX1330  VERT ORDER  -  SECOND    CLASS 0
 GX1330
 GX1330.The horizontal coordinates were scaled from a topographic map and have
 GX1330.an estimated accuracy of +/- 6 seconds.
 GX1330
 GX1330.The orthometric height was determined by differential leveling
 GX1330.and adjusted by the National Geodetic Survey in June 1991..
 GX1330
 GX1330.The geoid height was determined by GEOID03.
 GX1330
 GX1330.The dynamic height is computed by dividing the NAVD 88
 GX1330.geopotential number by the normal gravity value computed on the
 GX1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1330.degrees latitude (g = 980.6199 gals.).
 GX1330
 GX1330.The modeled gravity was interpolated from observed gravity values.
 GX1330
 GX1330;                    North         East    Units  Estimated Accuracy
 GX1330;SPC WV S     -    42,750.      563,200.      MT  (+/- 180 meters Scaled)
 GX1330
 GX1330                          SUPERSEDED SURVEY CONTROL
 GX1330
 GX1330  NGVD 29 (??/??/92)  596.675  (m)         1957.59   (f) ADJ UNCH    2 0
 GX1330
 GX1330.Superseded values are not recommended for survey control.
 GX1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1330.See file dsdata.txt to determine how the superseded data were derived.
 GX1330
 GX1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB632376(NAD 83)
 GX1330_MARKER: DB = BENCH MARK DISK
 GX1330_SETTING: 66 = SET IN ROCK OUTCROP
 GX1330_SP_SET: ROCK CUT
 GX1330_STAMPING: D 182 1958
 GX1330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1330+STABILITY: POSITION/ELEVATION WELL
 GX1330
 GX1330  HISTORY     - Date     Condition        Report By
 GX1330  HISTORY     - 1958     MONUMENTED       CGS
 GX1330
 GX1330                          STATION DESCRIPTION
 GX1330
 GX1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1330'1 MI S FROM UPLAND.
 GX1330'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE ELKHORN
 GX1330'DISTRICT HIGH SCHOOL AT UPLAND, AT THE JUNCTION OF A BLACK TOP
 GX1330'ROAD LEADING SOUTHWEST TO GARY, SET VERTICALLY IN THE NORTH
 GX1330'FACE OF A HUGE ROCK CUT, 129 FEET WEST OF THE CENTER OF THE
 GX1330'JUNCTION, 16 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 GX1330'TO GARY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1208 ***********************************************************************
 GX1208  DESIGNATION -  D 183
 GX1208  PID         -  GX1208
 GX1208  STATE/COUNTY-  WV/RALEIGH
 GX1208  USGS QUAD   -  ECCLES (1989)
 GX1208
 GX1208                         *CURRENT SURVEY CONTROL
 GX1208  ___________________________________________________________________
 GX1208* NAD 83(1986)-  37 46 45.     (N)    081 22 17.     (W)     SCALED    
 GX1208* NAVD 88     -       575.230  (meters)    1887.23   (feet)  ADJUSTED  
 GX1208  ___________________________________________________________________
 GX1208  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX1208  DYNAMIC HT  -         574.771 (meters)    1885.73  (feet)  COMP
 GX1208  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 GX1208
 GX1208  VERT ORDER  -  SECOND    CLASS 0
 GX1208
 GX1208.The horizontal coordinates were scaled from a topographic map and have
 GX1208.an estimated accuracy of +/- 6 seconds.
 GX1208
 GX1208.The orthometric height was determined by differential leveling
 GX1208.and adjusted by the National Geodetic Survey in June 1991..
 GX1208
 GX1208.The geoid height was determined by GEOID03.
 GX1208
 GX1208.The dynamic height is computed by dividing the NAVD 88
 GX1208.geopotential number by the normal gravity value computed on the
 GX1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1208.degrees latitude (g = 980.6199 gals.).
 GX1208
 GX1208.The modeled gravity was interpolated from observed gravity values.
 GX1208
 GX1208;                    North         East    Units  Estimated Accuracy
 GX1208;SPC WV S     -    86,540.      567,280.      MT  (+/- 180 meters Scaled)
 GX1208
 GX1208                          SUPERSEDED SURVEY CONTROL
 GX1208
 GX1208  NGVD 29 (??/??/92)  575.402  (m)         1887.80   (f) ADJ UNCH    2 0
 GX1208
 GX1208.Superseded values are not recommended for survey control.
 GX1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1208.See file dsdata.txt to determine how the superseded data were derived.
 GX1208
 GX1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB672813(NAD 83)
 GX1208_MARKER: DB = BENCH MARK DISK
 GX1208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1208_SP_SET: BRIDGE
 GX1208_STAMPING: D 183 1958
 GX1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1208
 GX1208  HISTORY     - Date     Condition        Report By
 GX1208  HISTORY     - 1958     MONUMENTED       CGS
 GX1208
 GX1208                          STATION DESCRIPTION
 GX1208
 GX1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1208'1.8 MI W FROM GLEN DANIEL.
 GX1208'ABOUT 1.75 MILES WEST ALONG A BLACK TOP ROAD TO GLEN MORRISON
 GX1208'FROM THE POST OFFICE AT GLEN DANIEL, IN TOP OF THE WING WALL AT
 GX1208'THE SOUTHEAST CORNER OF A 100-FOOT CONCRETE BRIDGE OVER MARSH
 GX1208'FORK, 9 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET
 GX1208'EAST OF THE EAST END OF THE SOUTH GUARD RAIL, AND ABOUT LEVEL
 GX1208'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3172 ***********************************************************************
 GX3172  DESIGNATION -  D 183 RESET 1977
 GX3172  PID         -  GX3172
 GX3172  STATE/COUNTY-  WV/RALEIGH
 GX3172  USGS QUAD   -  ECCLES (1989)
 GX3172
 GX3172                         *CURRENT SURVEY CONTROL
 GX3172  ___________________________________________________________________
 GX3172* NAD 83(1986)-  37 46 45.     (N)    081 22 17.     (W)     SCALED    
 GX3172* NAVD 88     -       577.44   (+/-2cm)    1894.5    (feet)  VERTCON   
 GX3172  ___________________________________________________________________
 GX3172  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX3172
 GX3172  VERT ORDER  -  THIRD (See Below)
 GX3172
 GX3172.The horizontal coordinates were scaled from a topographic map and have
 GX3172.an estimated accuracy of +/- 6 seconds.
 GX3172
 GX3172.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3172.The vertical order pertains to the NGVD 29 superseded value.
 GX3172
 GX3172.The geoid height was determined by GEOID03.
 GX3172
 GX3172;                    North         East    Units  Estimated Accuracy
 GX3172;SPC WV S     -    86,540.      567,280.      MT  (+/- 180 meters Scaled)
 GX3172
 GX3172                          SUPERSEDED SURVEY CONTROL
 GX3172
 GX3172  NGVD 29 (09/25/03)  577.62   (m)         1895.1    (f) RESET       3  
 GX3172
 GX3172.Superseded values are not recommended for survey control.
 GX3172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3172.See file dsdata.txt to determine how the superseded data were derived.
 GX3172
 GX3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB672813(NAD 83)
 GX3172_MARKER: DB = BENCH MARK DISK
 GX3172_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX3172_SP_SET: HEADWALL
 GX3172_STAMPING: D 183 RESET 1977
 GX3172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3172+STABILITY: SURFACE MOTION
 GX3172
 GX3172  HISTORY     - Date     Condition        Report By
 GX3172  HISTORY     - 1977     MONUMENTED       WVHD
 GX3172
 GX3172                          STATION DESCRIPTION
 GX3172
 GX3172'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1977
 GX3172'1.75 MI WEST FROM GLENDANIEL.
 GX3172'1.75 MILES WEST ALONG BLACK TOP TO GLEN MORRISON FROM THE POST
 GX3172'OFFICE IN GLENDANIEL IN THE TOP OF END POST BRIDGE NO. 2910 IN
 GX3172'SOUTHEAST CORNER, 100 FOOT BRIDGE OVER MARSH FORK, 22 FEET SOUTH
 GX3172'OF CENTERLINE OF ROAD.
 GX3172'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2049 ***********************************************************************
 GX2049  DESIGNATION -  D 184
 GX2049  PID         -  GX2049
 GX2049  STATE/COUNTY-  WV/MCDOWELL
 GX2049  USGS QUAD   -  GARY (1977)
 GX2049
 GX2049                         *CURRENT SURVEY CONTROL
 GX2049  ___________________________________________________________________
 GX2049* NAD 83(1986)-  37 17 04.     (N)    081 30 45.     (W)     SCALED    
 GX2049* NAVD 88     -       770.116  (meters)    2526.62   (feet)  ADJUSTED  
 GX2049  ___________________________________________________________________
 GX2049  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GX2049  DYNAMIC HT  -         769.453 (meters)    2524.45  (feet)  COMP
 GX2049  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 GX2049
 GX2049  VERT ORDER  -  SECOND    CLASS 0
 GX2049
 GX2049.The horizontal coordinates were scaled from a topographic map and have
 GX2049.an estimated accuracy of +/- 6 seconds.
 GX2049
 GX2049.The orthometric height was determined by differential leveling
 GX2049.and adjusted by the National Geodetic Survey in June 1991..
 GX2049
 GX2049.The geoid height was determined by GEOID03.
 GX2049
 GX2049.The dynamic height is computed by dividing the NAVD 88
 GX2049.geopotential number by the normal gravity value computed on the
 GX2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2049.degrees latitude (g = 980.6199 gals.).
 GX2049
 GX2049.The modeled gravity was interpolated from observed gravity values.
 GX2049
 GX2049;                    North         East    Units  Estimated Accuracy
 GX2049;SPC WV S     -    31,700.      554,550.      MT  (+/- 180 meters Scaled)
 GX2049
 GX2049                          SUPERSEDED SURVEY CONTROL
 GX2049
 GX2049  NGVD 29 (??/??/92)  770.258  (m)         2527.09   (f) ADJ UNCH    2 0
 GX2049
 GX2049.Superseded values are not recommended for survey control.
 GX2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2049.See file dsdata.txt to determine how the superseded data were derived.
 GX2049
 GX2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB545265(NAD 83)
 GX2049_MARKER: DB = BENCH MARK DISK
 GX2049_SETTING: 66 = SET IN ROCK OUTCROP
 GX2049_SP_SET: CUT
 GX2049_STAMPING: D 184 1958
 GX2049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2049+STABILITY: POSITION/ELEVATION WELL
 GX2049
 GX2049  HISTORY     - Date     Condition        Report By
 GX2049  HISTORY     - 1958     MONUMENTED       CGS
 GX2049
 GX2049                          STATION DESCRIPTION
 GX2049
 GX2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2049'5.1 MI SE FROM FILBERT.
 GX2049'5.1 MILES SOUTHEAST ALONG A MOUNTAIN ROAD FROM A MINE RAILROAD
 GX2049'OVERPASS AT FILBERT, AT THE NORTH END OF A CONTOUR MINE, ON THE
 GX2049'NORTH SLOPE OF A SHORT STEEP HILL LEADING DOWN FROM THE MINE,
 GX2049'SET VERTICALLY IN THE WEST FACE OF A ROCK CUT, 17 FEET EAST OF
 GX2049'THE CENTER LINE OF ROAD, 55 FEET NORTH OF THE SOUTH END OF THE
 GX2049'CUT, ABOUT 50 YARDS SOUTH OF THE SOUTHEAST END OF A NARROW RIDGE
 GX2049'THAT IS ABOUT THE SAME WIDTH AS THE ROAD, AT THE HEAD OF TWO
 GX2049'DEEP CANYONS, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2339 ***********************************************************************
 GX2339  DESIGNATION -  D 185
 GX2339  PID         -  GX2339
 GX2339  STATE/COUNTY-  WV/BOONE
 GX2339  USGS QUAD   -  WHARTON (1988)
 GX2339
 GX2339                         *CURRENT SURVEY CONTROL
 GX2339  ___________________________________________________________________
 GX2339* NAD 83(1986)-  37 58 15.     (N)    081 41 00.     (W)     SCALED    
 GX2339* NAVD 88     -       262.795  (meters)     862.19   (feet)  ADJUSTED  
 GX2339  ___________________________________________________________________
 GX2339  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GX2339  DYNAMIC HT  -         262.602 (meters)     861.55  (feet)  COMP
 GX2339  MODELED GRAV-     979,886.4   (mgal)                       NAVD 88
 GX2339
 GX2339  VERT ORDER  -  SECOND    CLASS 0
 GX2339
 GX2339.The horizontal coordinates were scaled from a topographic map and have
 GX2339.an estimated accuracy of +/- 6 seconds.
 GX2339
 GX2339.The orthometric height was determined by differential leveling
 GX2339.and adjusted by the National Geodetic Survey in June 1991..
 GX2339
 GX2339.The geoid height was determined by GEOID03.
 GX2339
 GX2339.The dynamic height is computed by dividing the NAVD 88
 GX2339.geopotential number by the normal gravity value computed on the
 GX2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2339.degrees latitude (g = 980.6199 gals.).
 GX2339
 GX2339.The modeled gravity was interpolated from observed gravity values.
 GX2339
 GX2339;                    North         East    Units  Estimated Accuracy
 GX2339;SPC WV S     -   107,970.      539,960.      MT  (+/- 180 meters Scaled)
 GX2339
 GX2339                          SUPERSEDED SURVEY CONTROL
 GX2339
 GX2339  NGVD 29 (??/??/92)  262.998  (m)          862.85   (f) ADJ UNCH    2 0
 GX2339
 GX2339.Superseded values are not recommended for survey control.
 GX2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2339.See file dsdata.txt to determine how the superseded data were derived.
 GX2339
 GX2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC399027(NAD 83)
 GX2339_MARKER: DB = BENCH MARK DISK
 GX2339_SETTING: 66 = SET IN ROCK OUTCROP
 GX2339_SP_SET: ROCK CUT
 GX2339_STAMPING: D 185 1958
 GX2339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2339+STABILITY: POSITION/ELEVATION WELL
 GX2339
 GX2339  HISTORY     - Date     Condition        Report By
 GX2339  HISTORY     - 1958     MONUMENTED       CGS
 GX2339
 GX2339                          STATION DESCRIPTION
 GX2339
 GX2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2339'2 MI E FROM VAN.
 GX2339'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 78 FROM THE JUNCTION
 GX2339'OF STATE HIGHWAY 79 AT VAN, 1.05 MILES SOUTHEAST ALONG THE
 GX2339'HIGHWAY FROM THE JUNCTION OF A BLACK TOP ROAD LEADING NORTH TO
 GX2339'PRENTER AND THE CONFLUENCE OF WEST FORK AND WHITES BRANCH AT
 GX2339'GORDON, 86 YARDS WEST OF THE CROSSING OF THE CHESAPEAKE AND OHIO
 GX2339'RAILWAY, 173 YARDS WEST OF C. AND O. RAILWAY MILE POST 2, SET
 GX2339'VERTICALLY IN THE SOUTH FACE OF A SHALE ROCK CUT, 5 FEET ABOVE
 GX2339'THE BOTTOM OF A DITCH, 15 1/2 FEET NORTH OF THE NORTH RAIL,
 GX2339'81 1/2 FEET NORTH OF AND ACROSS THE TRACK FROM THE CENTER LINE
 GX2339'OF THE HIGHWAY, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 GX2339'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2242 ***********************************************************************
 HX2242  DESIGNATION -  D 186
 HX2242  PID         -  HX2242
 HX2242  STATE/COUNTY-  WV/BOONE
 HX2242  USGS QUAD   -  MADISON (1976)
 HX2242
 HX2242                         *CURRENT SURVEY CONTROL
 HX2242  ___________________________________________________________________
 HX2242* NAD 83(1986)-  38 02 32.     (N)    081 48 23.     (W)     SCALED    
 HX2242* NAVD 88     -       229.121  (meters)     751.71   (feet)  ADJUSTED  
 HX2242  ___________________________________________________________________
 HX2242  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HX2242  DYNAMIC HT  -         228.955 (meters)     751.16  (feet)  COMP
 HX2242  MODELED GRAV-     979,900.0   (mgal)                       NAVD 88
 HX2242
 HX2242  VERT ORDER  -  SECOND    CLASS 0
 HX2242
 HX2242.The horizontal coordinates were scaled from a topographic map and have
 HX2242.an estimated accuracy of +/- 6 seconds.
 HX2242
 HX2242.The orthometric height was determined by differential leveling
 HX2242.and adjusted by the National Geodetic Survey in June 1991..
 HX2242
 HX2242.The geoid height was determined by GEOID03.
 HX2242
 HX2242.The dynamic height is computed by dividing the NAVD 88
 HX2242.geopotential number by the normal gravity value computed on the
 HX2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2242.degrees latitude (g = 980.6199 gals.).
 HX2242
 HX2242.The modeled gravity was interpolated from observed gravity values.
 HX2242
 HX2242;                    North         East    Units  Estimated Accuracy
 HX2242;SPC WV S     -   115,980.      529,220.      MT  (+/- 180 meters Scaled)
 HX2242
 HX2242                          SUPERSEDED SURVEY CONTROL
 HX2242
 HX2242  NGVD 29 (??/??/92)  229.327  (m)          752.38   (f) ADJ UNCH    2 0
 HX2242
 HX2242.Superseded values are not recommended for survey control.
 HX2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2242.See file dsdata.txt to determine how the superseded data were derived.
 HX2242
 HX2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC292108(NAD 83)
 HX2242_MARKER: DB = BENCH MARK DISK
 HX2242_SETTING: 66 = SET IN ROCK OUTCROP
 HX2242_SP_SET: ROCK CUT
 HX2242_STAMPING: D 186 1958
 HX2242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2242+STABILITY: POSITION/ELEVATION WELL
 HX2242
 HX2242  HISTORY     - Date     Condition        Report By
 HX2242  HISTORY     - 1958     MONUMENTED       CGS
 HX2242  HISTORY     - 1973     GOOD             LOCENG
 HX2242
 HX2242                          STATION DESCRIPTION
 HX2242
 HX2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2242'2.2 MI SE FROM MADISON.
 HX2242'ABOUT 2.15 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE
 HX2242'JUNCTION OF U.S. HIGHWAY 119 AT MADISON, 158 YARDS SOUTHEAST
 HX2242'OF THE Y JUNCTION OF DRIVE SOUTH TO HOPE NATURAL GAS CO. MADISON
 HX2242'STATION, SET VERTICALLY IN THE SOUTHWEST FACE OF A 6 1/2-FOOT
 HX2242'HIGH ROCK AT THE BOTTOM OF A 18-FOOT HIGH CUT, 21 FEET
 HX2242'NORTHEAST OF CENTER LINE OF HIGHWAY AND ON THE INSIDE OF A CURVE,
 HX2242'18 FEET NORTHWEST OF A PIPE LINE CROSSING, 87 1/2 FEET NORTHWEST
 HX2242'OF AND ACROSS THE HIGHWAY FROM TELEPHONE CABLE AND POWER LINE
 HX2242'POLE NO. 64 545-C-26, 2 FEET ABOVE THE GROUND, AND ABOUT 1 1/2
 HX2242'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX2242
 HX2242                          STATION RECOVERY (1973)
 HX2242
 HX2242'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2242'GAS LINE XING HIGHWAY AT SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2167 ***********************************************************************
 HX2167  DESIGNATION -  D 187
 HX2167  PID         -  HX2167
 HX2167  STATE/COUNTY-  WV/BOONE
 HX2167  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2167
 HX2167                         *CURRENT SURVEY CONTROL
 HX2167  ___________________________________________________________________
 HX2167* NAD 83(1986)-  38 06 32.     (N)    081 37 29.     (W)     SCALED    
 HX2167* NAVD 88     -       213.677  (meters)     701.04   (feet)  ADJUSTED  
 HX2167  ___________________________________________________________________
 HX2167  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HX2167  DYNAMIC HT  -         213.522 (meters)     700.53  (feet)  COMP
 HX2167  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 HX2167
 HX2167  VERT ORDER  -  SECOND    CLASS 0
 HX2167
 HX2167.The horizontal coordinates were scaled from a topographic map and have
 HX2167.an estimated accuracy of +/- 6 seconds.
 HX2167
 HX2167.The orthometric height was determined by differential leveling
 HX2167.and adjusted by the National Geodetic Survey in June 1991..
 HX2167
 HX2167.The geoid height was determined by GEOID03.
 HX2167
 HX2167.The dynamic height is computed by dividing the NAVD 88
 HX2167.geopotential number by the normal gravity value computed on the
 HX2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2167.degrees latitude (g = 980.6199 gals.).
 HX2167
 HX2167.The modeled gravity was interpolated from observed gravity values.
 HX2167
 HX2167;                    North         East    Units  Estimated Accuracy
 HX2167;SPC WV S     -   123,260.      545,220.      MT  (+/- 180 meters Scaled)
 HX2167
 HX2167                          SUPERSEDED SURVEY CONTROL
 HX2167
 HX2167  NGVD 29 (??/??/92)  213.880  (m)          701.70   (f) ADJ UNCH    2 0
 HX2167
 HX2167.Superseded values are not recommended for survey control.
 HX2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2167.See file dsdata.txt to determine how the superseded data were derived.
 HX2167
 HX2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC452180(NAD 83)
 HX2167_MARKER: DB = BENCH MARK DISK
 HX2167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2167_SP_SET: BRIDGE
 HX2167_STAMPING: D 187 1958
 HX2167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2167
 HX2167  HISTORY     - Date     Condition        Report By
 HX2167  HISTORY     - 1958     MONUMENTED       CGS
 HX2167
 HX2167                          STATION DESCRIPTION
 HX2167
 HX2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2167'AT SETH.
 HX2167'AT SETH, ABOUT 0.15 MILE NORTH ALONG THE CHESAPEAKE AND OHIO
 HX2167'RAILWAY FROM THE STATION, ABOUT 0.25 MILE NORTH OF MILE POST
 HX2167'21, IN THE TOP OF NORTH END OF EAST HEAD WALL OF AN 8-FOOT
 HX2167'CONCRETE BRIDGE FOR A CREEK BRANCH, 6 1/2 FEET EAST OF EAST
 HX2167'RAIL OF A SIDE TRACK, 19 1/2 FEET EAST OF EAST RAIL OF MAIN
 HX2167'TRACK AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2334 ***********************************************************************
 GX2334  DESIGNATION -  D 188
 GX2334  PID         -  GX2334
 GX2334  STATE/COUNTY-  WV/BOONE
 GX2334  USGS QUAD   -  WHARTON (1988)
 GX2334
 GX2334                         *CURRENT SURVEY CONTROL
 GX2334  ___________________________________________________________________
 GX2334* NAD 83(1986)-  37 57 54.     (N)    081 38 00.     (W)     SCALED    
 GX2334* NAVD 88     -       367.111  (meters)    1204.43   (feet)  ADJUSTED  
 GX2334  ___________________________________________________________________
 GX2334  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GX2334  DYNAMIC HT  -         366.838 (meters)    1203.53  (feet)  COMP
 GX2334  MODELED GRAV-     979,876.3   (mgal)                       NAVD 88
 GX2334
 GX2334  VERT ORDER  -  SECOND    CLASS 0
 GX2334
 GX2334.The horizontal coordinates were scaled from a topographic map and have
 GX2334.an estimated accuracy of +/- 6 seconds.
 GX2334
 GX2334.The orthometric height was determined by differential leveling
 GX2334.and adjusted by the National Geodetic Survey in June 1991..
 GX2334
 GX2334.The geoid height was determined by GEOID03.
 GX2334
 GX2334.The dynamic height is computed by dividing the NAVD 88
 GX2334.geopotential number by the normal gravity value computed on the
 GX2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2334.degrees latitude (g = 980.6199 gals.).
 GX2334
 GX2334.The modeled gravity was interpolated from observed gravity values.
 GX2334
 GX2334;                    North         East    Units  Estimated Accuracy
 GX2334;SPC WV S     -   107,290.      544,350.      MT  (+/- 180 meters Scaled)
 GX2334
 GX2334                          SUPERSEDED SURVEY CONTROL
 GX2334
 GX2334  NGVD 29 (??/??/92)  367.308  (m)         1205.08   (f) ADJ UNCH    2 0
 GX2334
 GX2334.Superseded values are not recommended for survey control.
 GX2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2334.See file dsdata.txt to determine how the superseded data were derived.
 GX2334
 GX2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC443021(NAD 83)
 GX2334_MARKER: DB = BENCH MARK DISK
 GX2334_SETTING: 66 = SET IN ROCK OUTCROP
 GX2334_SP_SET: ROCK CUT
 GX2334_STAMPING: D 188 1958
 GX2334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2334+STABILITY: POSITION/ELEVATION WELL
 GX2334
 GX2334  HISTORY     - Date     Condition        Report By
 GX2334  HISTORY     - 1958     MONUMENTED       CGS
 GX2334
 GX2334                          STATION DESCRIPTION
 GX2334
 GX2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2334'5 MI E FROM VAN.
 GX2334'ABOUT 5.05 MILES EAST ALONG STATE HIGHWAY 78 FROM THE JUNCTION
 GX2334'OF STATE HIGHWAY 79 AT VAN, 0.25 MILE EAST-SOUTHEAST OF A LARGE
 GX2334'SQUARE BOULDER ALONG THE NORTH SIDE OF THE HIGHWAY, SET VERTICALLY
 GX2334'IN THE SOUTHWEST FACE OF A 2 1/2-FOOT HIGH LAYER OF ROCK IN
 GX2334'9-FOOT HIGH CUT BANK, 14 FEET NORTHEAST OF THE CENTER LINE OF THE
 GX2334'HIGHWAY (GRAVEL ROAD), 10 YARDS NORTHWEST OF THE NORTHWEST END
 GX2334'OF THE EXPOSED PART OF 10-FOOT HIGH UNDER CUT LAYER OF SOLID ROCK
 GX2334'IN CUT, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2354 ***********************************************************************
 GX2354  DESIGNATION -  D 189
 GX2354  PID         -  GX2354
 GX2354  STATE/COUNTY-  WV/LOGAN
 GX2354  USGS QUAD   -  AMHERSTDALE (1989)
 GX2354
 GX2354                         *CURRENT SURVEY CONTROL
 GX2354  ___________________________________________________________________
 GX2354* NAD 83(1986)-  37 45 21.     (N)    081 51 36.     (W)     SCALED    
 GX2354* NAVD 88     -       234.485  (meters)     769.31   (feet)  ADJUSTED  
 GX2354  ___________________________________________________________________
 GX2354  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GX2354  DYNAMIC HT  -         234.310 (meters)     768.73  (feet)  COMP
 GX2354  MODELED GRAV-     979,877.9   (mgal)                       NAVD 88
 GX2354
 GX2354  VERT ORDER  -  SECOND    CLASS 0
 GX2354
 GX2354.The horizontal coordinates were scaled from a topographic map and have
 GX2354.an estimated accuracy of +/- 6 seconds.
 GX2354
 GX2354.The orthometric height was determined by differential leveling
 GX2354.and adjusted by the National Geodetic Survey in June 1991..
 GX2354
 GX2354.The geoid height was determined by GEOID03.
 GX2354
 GX2354.The dynamic height is computed by dividing the NAVD 88
 GX2354.geopotential number by the normal gravity value computed on the
 GX2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2354.degrees latitude (g = 980.6199 gals.).
 GX2354
 GX2354.The modeled gravity was interpolated from observed gravity values.
 GX2354
 GX2354;                    North         East    Units  Estimated Accuracy
 GX2354;SPC WV S     -    84,240.      524,220.      MT  (+/- 180 meters Scaled)
 GX2354
 GX2354                          SUPERSEDED SURVEY CONTROL
 GX2354
 GX2354  NGVD 29 (??/??/92)  234.697  (m)          770.00   (f) ADJ UNCH    2 0
 GX2354
 GX2354.Superseded values are not recommended for survey control.
 GX2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2354.See file dsdata.txt to determine how the superseded data were derived.
 GX2354
 GX2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB242790(NAD 83)
 GX2354_MARKER: DB = BENCH MARK DISK
 GX2354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2354_SP_SET: BRIDGE
 GX2354_STAMPING: D 189 1958
 GX2354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2354
 GX2354  HISTORY     - Date     Condition        Report By
 GX2354  HISTORY     - 1958     MONUMENTED       CGS
 GX2354
 GX2354                          STATION DESCRIPTION
 GX2354
 GX2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2354'1.2 MI NE FROM MAN.
 GX2354'ABOUT 1.25 MILES NORTHEAST ALONG A BLACK TOP ROAD TO AMHERSTDALE
 GX2354'FROM HIGHWAY 10 BRIDGE OVER BUFFALO CREEK AT MAN, 40 FEET
 GX2354'SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN TOP OF THE EAST
 GX2354'END OF THE LOWER PART OR BRIDGE SEAT OF THE NORTH CONCRETE
 GX2354'ABUTMENT OF CHESAPEAKE AND OHIO SPUR BRIDGE OVER BUFFALO CREEK
 GX2354'AND ACROSS BLACK TOP ROAD, 4 FEET EAST OF THE EAST RAIL, AND
 GX2354'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK AND ROAD.  ALSO
 GX2354'0.15 MILE SOUTHWEST OF THE POST OFFICE AT KISTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0278 ***********************************************************************
 JW0278  DESIGNATION -  D 19 RESET 1958
 JW0278  PID         -  JW0278
 JW0278  STATE/COUNTY-  WV/HAMPSHIRE
 JW0278  USGS QUAD   -  CAPON BRIDGE (1986)
 JW0278
 JW0278                         *CURRENT SURVEY CONTROL
 JW0278  ___________________________________________________________________
 JW0278* NAD 83(1986)-  39 18 08.     (N)    078 26 31.     (W)     SCALED    
 JW0278* NAVD 88     -       287.71   (+/-2cm)     943.9    (feet)  VERTCON   
 JW0278  ___________________________________________________________________
 JW0278  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JW0278
 JW0278  VERT ORDER  -  THIRD (See Below)
 JW0278
 JW0278.The horizontal coordinates were scaled from a topographic map and have
 JW0278.an estimated accuracy of +/- 6 seconds.
 JW0278
 JW0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW0278.The vertical order pertains to the NGVD 29 superseded value.
 JW0278
 JW0278.The geoid height was determined by GEOID03.
 JW0278
 JW0278;                    North         East    Units  Estimated Accuracy
 JW0278;SPC WV N     -    89,600.      691,260.      MT  (+/- 180 meters Scaled)
 JW0278
 JW0278                          SUPERSEDED SURVEY CONTROL
 JW0278
 JW0278  NGVD 29 (??/??/??)  287.87   (m)          944.5    (f) RESET       3  
 JW0278
 JW0278.Superseded values are not recommended for survey control.
 JW0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0278.See file dsdata.txt to determine how the superseded data were derived.
 JW0278
 JW0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD205534(NAD 83)
 JW0278_MARKER: DB = BENCH MARK DISK
 JW0278_SETTING: 0 = UNSPECIFIED SETTING
 JW0278_STAMPING: D 19 RESET 1958
 JW0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0278
 JW0278  HISTORY     - Date     Condition        Report By
 JW0278  HISTORY     - 1958     MONUMENTED       CGS
 JW0278
 JW0278                          STATION DESCRIPTION
 JW0278
 JW0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JW0278'0.5 MI W FROM CAPON BRIDGE.
 JW0278'0.5 MILE WEST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE AT
 JW0278'CAPON BRIDGE, HAMPSHIRE COUNTY, 60.90 FEET NORTH OF A CONCRETE
 JW0278'BLOCK BUILDING, 20 INCHES EAST OF A 3 INCH LOCUS TREE AND ON THE
 JW0278'LINE BETWEEN RUTH SCHAFFENAKER AND JOHN WATRING PROPERTY.  A
 JW0278'STANDARD DISK, STAMPED D 19 RESET 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2138 ***********************************************************************
 GX2138  DESIGNATION -  D 190
 GX2138  PID         -  GX2138
 GX2138  STATE/COUNTY-  WV/BOONE
 GX2138  USGS QUAD   -  PILOT KNOB (1989)
 GX2138
 GX2138                         *CURRENT SURVEY CONTROL
 GX2138  ___________________________________________________________________
 GX2138* NAD 83(1986)-  37 46 32.     (N)    081 34 01.     (W)     SCALED    
 GX2138* NAVD 88     -       697.257  (meters)    2287.58   (feet)  ADJUSTED  
 GX2138  ___________________________________________________________________
 GX2138  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX2138  DYNAMIC HT  -         696.711 (meters)    2285.79  (feet)  COMP
 GX2138  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 GX2138
 GX2138  VERT ORDER  -  SECOND    CLASS 0
 GX2138
 GX2138.The horizontal coordinates were scaled from a topographic map and have
 GX2138.an estimated accuracy of +/- 6 seconds.
 GX2138
 GX2138.The orthometric height was determined by differential leveling
 GX2138.and adjusted by the National Geodetic Survey in June 1991..
 GX2138
 GX2138.The geoid height was determined by GEOID03.
 GX2138
 GX2138.The dynamic height is computed by dividing the NAVD 88
 GX2138.geopotential number by the normal gravity value computed on the
 GX2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2138.degrees latitude (g = 980.6199 gals.).
 GX2138
 GX2138.The modeled gravity was interpolated from observed gravity values.
 GX2138
 GX2138;                    North         East    Units  Estimated Accuracy
 GX2138;SPC WV S     -    86,230.      550,060.      MT  (+/- 180 meters Scaled)
 GX2138
 GX2138                          SUPERSEDED SURVEY CONTROL
 GX2138
 GX2138  NGVD 29 (??/??/92)  697.424  (m)         2288.13   (f) ADJ UNCH    2 0
 GX2138
 GX2138.Superseded values are not recommended for survey control.
 GX2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2138.See file dsdata.txt to determine how the superseded data were derived.
 GX2138
 GX2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB500810(NAD 83)
 GX2138_MARKER: DB = BENCH MARK DISK
 GX2138_SETTING: 66 = SET IN ROCK OUTCROP
 GX2138_SP_SET: ROCK LEDGE
 GX2138_STAMPING: D 190 1958
 GX2138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2138+STABILITY: POSITION/ELEVATION WELL
 GX2138
 GX2138  HISTORY     - Date     Condition        Report By
 GX2138  HISTORY     - 1958     MONUMENTED       CGS
 GX2138
 GX2138                          STATION DESCRIPTION
 GX2138
 GX2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2138'9 MI SE FROM BALD KNOB.
 GX2138'ABOUT 6.2 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE BRIDGE
 GX2138'OVER JAMES BRANCH AT BALD KNOB, THENCE 2.85 MILES SOUTHEAST ALONG
 GX2138'A ROUGH ROAD FOLLOWING SKIN FORK AND LEADING ACROSS WALNUT GAP,
 GX2138'0.95 MILE NORTH OF THE SUMMIT OF WALNUT GAP, SET VERTICALLY IN
 GX2138'THE SOUTH FACE OF A 2 1/2-FOOT HIGH LAYER OF ROCK IN A 15-FOOT
 GX2138'HIGH ROCK CUT, 10 FEET NORTH OF CENTER LINE OF ROAD, 40 YARDS
 GX2138'WEST AND DOWNHILL FROM THE CENTER OF A HAIRPIN CURVE, 36 YARDS
 GX2138'EAST OF A BREAK IN THE GRADE, AND ABOUT 5 1/2 FEET ABOVE THE
 GX2138'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2309 ***********************************************************************
 GX2309  DESIGNATION -  D 191
 GX2309  PID         -  GX2309
 GX2309  STATE/COUNTY-  WV/LOGAN
 GX2309  USGS QUAD   -  AMHERSTDALE (1989)
 GX2309
 GX2309                         *CURRENT SURVEY CONTROL
 GX2309  ___________________________________________________________________
 GX2309* NAD 83(1986)-  37 49 07.     (N)    081 47 35.     (W)     SCALED    
 GX2309* NAVD 88     -       422.469  (meters)    1386.05   (feet)  ADJUSTED  
 GX2309  ___________________________________________________________________
 GX2309  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GX2309  DYNAMIC HT  -         422.157 (meters)    1385.03  (feet)  COMP
 GX2309  MODELED GRAV-     979,876.1   (mgal)                       NAVD 88
 GX2309
 GX2309  VERT ORDER  -  SECOND    CLASS 0
 GX2309
 GX2309.The horizontal coordinates were scaled from a topographic map and have
 GX2309.an estimated accuracy of +/- 6 seconds.
 GX2309
 GX2309.The orthometric height was determined by differential leveling
 GX2309.and adjusted by the National Geodetic Survey in June 1991..
 GX2309
 GX2309.The geoid height was determined by GEOID03.
 GX2309
 GX2309.The dynamic height is computed by dividing the NAVD 88
 GX2309.geopotential number by the normal gravity value computed on the
 GX2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2309.degrees latitude (g = 980.6199 gals.).
 GX2309
 GX2309.The modeled gravity was interpolated from observed gravity values.
 GX2309
 GX2309;                    North         East    Units  Estimated Accuracy
 GX2309;SPC WV S     -    91,160.      530,180.      MT  (+/- 180 meters Scaled)
 GX2309
 GX2309                          SUPERSEDED SURVEY CONTROL
 GX2309
 GX2309  NGVD 29 (??/??/92)  422.668  (m)         1386.70   (f) ADJ UNCH    2 0
 GX2309
 GX2309.Superseded values are not recommended for survey control.
 GX2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2309.See file dsdata.txt to determine how the superseded data were derived.
 GX2309
 GX2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB302859(NAD 83)
 GX2309_MARKER: DB = BENCH MARK DISK
 GX2309_SETTING: 80 = SET IN A BOULDER
 GX2309_SP_SET: BOULDER
 GX2309_STAMPING: D 191 1958
 GX2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2309+STABILITY: SURFACE MOTION
 GX2309
 GX2309  HISTORY     - Date     Condition        Report By
 GX2309  HISTORY     - 1958     MONUMENTED       CGS
 GX2309
 GX2309                          STATION DESCRIPTION
 GX2309
 GX2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2309'4.4 MI NE FROM AMHERSTDALE.
 GX2309'ABOUT 4.4 MILES NORTHEAST ALONG A GRAVEL ROAD TO BLAIR FROM THE
 GX2309'BANK BUILDING AT AMHERSTDALE, 1.85 MILES NORTHEAST OF THE SUMMIT
 GX2309'OF A GRADE IN GAP AND THE JUNCTION OF A ROAD LEADING NORTHWEST,
 GX2309'120 YARDS NORTHWEST OF THE CONFLUENCE OF BRUSHY FORK AND PERRY
 GX2309'FORK, SET VERTICALLY IN THE SOUTHWEST FACE OF A 15-BY 2 1/2- BY
 GX2309'7-FOOT HIGH BOULDER IN THE SOUTHWEST BANK OF BRUSHY FORK, 1/2
 GX2309'FOOT BELOW THE TOP OF BOULDER, 29 FEET NORTHEAST OF THE CENTER
 GX2309'LINE OF ROAD, 18 FEET NORTHWEST OF A 24-INCH BEECH TREE, 4.8
 GX2309'FEET NORTHWEST OF THE SOUTHEAST END OF THE BOULDER, AND ABOUT
 GX2309'5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0715 ***********************************************************************
 GX0715  DESIGNATION -  D 192
 GX0715  PID         -  GX0715
 GX0715  STATE/COUNTY-  WV/SUMMERS
 GX0715  USGS QUAD   -  TALCOTT (1968)
 GX0715
 GX0715                         *CURRENT SURVEY CONTROL
 GX0715  ___________________________________________________________________
 GX0715* NAD 83(1986)-  37 38 30.     (N)    080 48 01.     (W)     SCALED    
 GX0715* NAVD 88     -       457.433  (meters)    1500.76   (feet)  ADJUSTED  
 GX0715  ___________________________________________________________________
 GX0715  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX0715  DYNAMIC HT  -         457.053 (meters)    1499.51  (feet)  COMP
 GX0715  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 GX0715
 GX0715  VERT ORDER  -  FIRST     CLASS II
 GX0715
 GX0715.The horizontal coordinates were scaled from a topographic map and have
 GX0715.an estimated accuracy of +/- 6 seconds.
 GX0715
 GX0715.The orthometric height was determined by differential leveling
 GX0715.and adjusted by the National Geodetic Survey in June 1991..
 GX0715
 GX0715.The geoid height was determined by GEOID03.
 GX0715
 GX0715.The dynamic height is computed by dividing the NAVD 88
 GX0715.geopotential number by the normal gravity value computed on the
 GX0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0715.degrees latitude (g = 980.6199 gals.).
 GX0715
 GX0715.The modeled gravity was interpolated from observed gravity values.
 GX0715
 GX0715;                    North         East    Units  Estimated Accuracy
 GX0715;SPC WV S     -    71,240.      617,630.      MT  (+/- 180 meters Scaled)
 GX0715
 GX0715                          SUPERSEDED SURVEY CONTROL
 GX0715
 GX0715  NGVD 29 (??/??/92)  457.595  (m)         1501.29   (f) ADJ UNCH    1 2
 GX0715
 GX0715.Superseded values are not recommended for survey control.
 GX0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0715.See file dsdata.txt to determine how the superseded data were derived.
 GX0715
 GX0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB176660(NAD 83)
 GX0715_MARKER: DB = BENCH MARK DISK
 GX0715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0715_SP_SET: TUNNEL
 GX0715_STAMPING: D 192 1958
 GX0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0715
 GX0715  HISTORY     - Date     Condition        Report By
 GX0715  HISTORY     - 1958     MONUMENTED       CGS
 GX0715  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0715
 GX0715                          STATION DESCRIPTION
 GX0715
 GX0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0715'2.8 MI W FROM TALCOTT.
 GX0715'ABOUT 2.8 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0715'FROM THE STATION AT TALCOTT, 0.55 MILE WEST OF SIGNAL TOWER MW
 GX0715'AT HILLDALE, 10 YARDS WEST OF MILEPOST 350, 8.8 FEET SOUTH OF
 GX0715'THE SOUTH RAIL OF THE SOUTH TRACK, SET VERTICALLY IN THE EAST
 GX0715'FACE OF THE EAST CONCRETE TUNNEL HEAD OF DOUBLE TRACK TUNNEL
 GX0715'LITTLE BEND, 1.9 FEET SOUTH OF INSIDE EDGE OF TUNNEL, 5 1/2 FEET
 GX0715'ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 GX0715
 GX0715                          STATION RECOVERY (1984)
 GX0715
 GX0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0715'NOT RECOVERED, THE TUNNEL IS NO LONGER IN USE AND HAS BEEN BLOCKED OFF
 GX0715'BY A DIRT SLIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1876 ***********************************************************************
 GX1876  DESIGNATION -  D 193
 GX1876  PID         -  GX1876
 GX1876  STATE/COUNTY-  WV/MCDOWELL
 GX1876  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX1876
 GX1876                         *CURRENT SURVEY CONTROL
 GX1876  ___________________________________________________________________
 GX1876* NAD 83(1986)-  37 13 50.     (N)    081 36 13.     (W)     SCALED    
 GX1876* NAVD 88     -       516.596  (meters)    1694.87   (feet)  ADJUSTED  
 GX1876  ___________________________________________________________________
 GX1876  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GX1876  DYNAMIC HT  -         516.153 (meters)    1693.41  (feet)  COMP
 GX1876  MODELED GRAV-     979,756.8   (mgal)                       NAVD 88
 GX1876
 GX1876  VERT ORDER  -  SECOND    CLASS 0
 GX1876
 GX1876.The horizontal coordinates were scaled from a topographic map and have
 GX1876.an estimated accuracy of +/- 6 seconds.
 GX1876
 GX1876.The orthometric height was determined by differential leveling
 GX1876.and adjusted by the National Geodetic Survey in June 1991..
 GX1876
 GX1876.The geoid height was determined by GEOID03.
 GX1876
 GX1876.The dynamic height is computed by dividing the NAVD 88
 GX1876.geopotential number by the normal gravity value computed on the
 GX1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1876.degrees latitude (g = 980.6199 gals.).
 GX1876
 GX1876.The modeled gravity was interpolated from observed gravity values.
 GX1876
 GX1876;                    North         East    Units  Estimated Accuracy
 GX1876;SPC WV S     -    25,760.      546,430.      MT  (+/- 180 meters Scaled)
 GX1876
 GX1876                          SUPERSEDED SURVEY CONTROL
 GX1876
 GX1876  NGVD 29 (??/??/92)  516.737  (m)         1695.33   (f) ADJ UNCH    2 0
 GX1876
 GX1876.Superseded values are not recommended for survey control.
 GX1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1876.See file dsdata.txt to determine how the superseded data were derived.
 GX1876
 GX1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB464206(NAD 83)
 GX1876_MARKER: DB = BENCH MARK DISK
 GX1876_SETTING: 66 = SET IN ROCK OUTCROP
 GX1876_SP_SET: SET IN ROCK OUTCROP
 GX1876_STAMPING: D 193 1958
 GX1876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1876+STABILITY: POSITION/ELEVATION WELL
 GX1876
 GX1876  HISTORY     - Date     Condition        Report By
 GX1876  HISTORY     - 1958     MONUMENTED       CGS
 GX1876
 GX1876                          STATION DESCRIPTION
 GX1876
 GX1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1876'0.6 MI SE FROM SQUIRE.
 GX1876'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 GX1876'ROAD LEADING NORTHWEST TO CANEBRAKE AT SQUIRE, ON THE OUTSIDE OF
 GX1876'A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST, 19 FEET
 GX1876'EAST OF CENTER LINE OF HIGHWAY, SET VERTICALLY IN THE WEST FACE
 GX1876'AND AT THE SOUTH END OF A ROCK CUT, 84 FEET SOUTHEAST OF THE
 GX1876'SOUTHEAST CORNER OF A FRAME GARAGE, AND ABOUT 3 FEET ABOVE THE
 GX1876'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2088 ***********************************************************************
 GX2088  DESIGNATION -  D 194
 GX2088  PID         -  GX2088
 GX2088  STATE/COUNTY-  WV/MCDOWELL
 GX2088  USGS QUAD   -  GARY (1977)
 GX2088
 GX2088                         *CURRENT SURVEY CONTROL
 GX2088  ___________________________________________________________________
 GX2088* NAD 83(1986)-  37 21 56.     (N)    081 30 31.     (W)     SCALED    
 GX2088* NAVD 88     -       444.707  (meters)    1459.01   (feet)  ADJUSTED  
 GX2088  ___________________________________________________________________
 GX2088  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX2088  DYNAMIC HT  -         444.331 (meters)    1457.78  (feet)  COMP
 GX2088  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 GX2088
 GX2088  VERT ORDER  -  SECOND    CLASS 0
 GX2088
 GX2088.The horizontal coordinates were scaled from a topographic map and have
 GX2088.an estimated accuracy of +/- 6 seconds.
 GX2088
 GX2088.The orthometric height was determined by differential leveling
 GX2088.and adjusted by the National Geodetic Survey in June 1991..
 GX2088
 GX2088.The geoid height was determined by GEOID03.
 GX2088
 GX2088.The dynamic height is computed by dividing the NAVD 88
 GX2088.geopotential number by the normal gravity value computed on the
 GX2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2088.degrees latitude (g = 980.6199 gals.).
 GX2088
 GX2088.The modeled gravity was interpolated from observed gravity values.
 GX2088
 GX2088;                    North         East    Units  Estimated Accuracy
 GX2088;SPC WV S     -    40,700.      554,940.      MT  (+/- 180 meters Scaled)
 GX2088
 GX2088                          SUPERSEDED SURVEY CONTROL
 GX2088
 GX2088  NGVD 29 (??/??/92)  444.855  (m)         1459.50   (f) ADJ UNCH    2 0
 GX2088
 GX2088.Superseded values are not recommended for survey control.
 GX2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2088.See file dsdata.txt to determine how the superseded data were derived.
 GX2088
 GX2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB549355(NAD 83)
 GX2088_MARKER: DB = BENCH MARK DISK
 GX2088_SETTING: 66 = SET IN ROCK OUTCROP
 GX2088_SP_SET: OUTCROP
 GX2088_STAMPING: D 194 1958
 GX2088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2088+STABILITY: POSITION/ELEVATION WELL
 GX2088
 GX2088  HISTORY     - Date     Condition        Report By
 GX2088  HISTORY     - 1958     MONUMENTED       CGS
 GX2088
 GX2088                          STATION DESCRIPTION
 GX2088
 GX2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2088'2.8 MI E FROM GARY.
 GX2088'2.85 MILES EAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF A
 GX2088'BLACK TOP ROAD LEADING SOUTH TO ELBERT AT GARY, AT THORPE, 0.1
 GX2088'MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE POST
 GX2088'OFFICE, SET VERTICALLY IN THE WEST FACE OF A 15-BY 4-FOOT HIGH
 GX2088'SLOPING ROCK THAT IS PART OF A CUT, 7 FEET EAST OF THE EAST RAIL
 GX2088'OF THE MAIN TRACK, 60 FEET NORTHEAST AND ACROSS THE TRACK FROM THE
 GX2088'CENTER LINE OF THE HIGHWAY AND THE CENTER OF A CURVE WITH
 GX2088'TANGENTS EXTENDING SOUTH AND WEST, AND 1 FOOT ABOVE THE LEVEL
 GX2088'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1682 ***********************************************************************
 GX1682  DESIGNATION -  D 195
 GX1682  PID         -  GX1682
 GX1682  STATE/COUNTY-  WV/MCDOWELL
 GX1682  USGS QUAD   -  WELCH (1976)
 GX1682
 GX1682                         *CURRENT SURVEY CONTROL
 GX1682  ___________________________________________________________________
 GX1682* NAD 83(1995)-  37 25 06.46980(N)    081 31 35.46188(W)     ADJUSTED  
 GX1682* NAVD 88     -       645.787  (meters)    2118.72   (feet)  ADJUSTED  
 GX1682  ___________________________________________________________________
 GX1682  X           -     747,426.079 (meters)                     COMP
 GX1682  Y           -  -5,017,027.067 (meters)                     COMP
 GX1682  Z           -   3,854,754.124 (meters)                     COMP
 GX1682  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 GX1682  ELLIP HEIGHT-         614.37  (meters)          (04/01/98) GPS OBS
 GX1682  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1682  DYNAMIC HT  -         645.256 (meters)    2116.98  (feet)  COMP
 GX1682  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 GX1682
 GX1682  HORZ ORDER  -  THIRD
 GX1682  VERT ORDER  -  SECOND    CLASS 0
 GX1682  ELLP ORDER  -  FOURTH    CLASS I
 GX1682
 GX1682.The horizontal coordinates were established by GPS observations
 GX1682.and adjusted by the National Geodetic Survey in April 1998..
 GX1682
 GX1682.The orthometric height was determined by differential leveling
 GX1682.and adjusted by the National Geodetic Survey in June 1991..
 GX1682
 GX1682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX1682
 GX1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1682
 GX1682.The ellipsoidal height was determined by GPS observations
 GX1682.and is referenced to NAD 83.
 GX1682
 GX1682.The geoid height was determined by GEOID03.
 GX1682
 GX1682.The dynamic height is computed by dividing the NAVD 88
 GX1682.geopotential number by the normal gravity value computed on the
 GX1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1682.degrees latitude (g = 980.6199 gals.).
 GX1682
 GX1682.The modeled gravity was interpolated from observed gravity values.
 GX1682
 GX1682;                    North         East     Units Scale Factor Converg.
 GX1682;SPC WV S     -    46,577.482   553,391.488   MT  1.00001436   -0 19 31.8
 GX1682;UTM  17      - 4,141,425.642   453,410.377   MT  0.99962674   -0 19 11.8
 GX1682
 GX1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1682!SPC WV S     -   0.99990360  x   1.00001436  =   0.99991796
 GX1682!UTM  17      -   0.99990360  x   0.99962674  =   0.99953038
 GX1682
 GX1682                          SUPERSEDED SURVEY CONTROL
 GX1682
 GX1682  NAD 83(1995)-  37 25 06.47846(N)    081 31 35.47561(W) AD(       ) 3
 GX1682  NAD 83(1995)-  37 25 06.48056(N)    081 31 35.47855(W) AD(       ) 3
 GX1682  NAD 83(1995)-  37 25 06.48122(N)    081 31 35.47856(W) AD(       ) 3
 GX1682  NAD 83(1986)-  37 25 06.48134(N)    081 31 35.48076(W) AD(       ) 3
 GX1682  NAD 27      -  37 25 06.05262(N)    081 31 36.04047(W) AD(       ) 3
 GX1682  NGVD 29 (??/??/92)  645.959  (m)         2119.28   (f) ADJ UNCH    2 0
 GX1682
 GX1682.Superseded values are not recommended for survey control.
 GX1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1682.See file dsdata.txt to determine how the superseded data were derived.
 GX1682
 GX1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB5341041426(NAD 83)
 GX1682_MARKER: DB = BENCH MARK DISK
 GX1682_SETTING: 66 = SET IN ROCK OUTCROP
 GX1682_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GX1682_STAMPING: D 195 1958
 GX1682_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX1682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1682+STABILITY: POSITION/ELEVATION WELL
 GX1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX1682+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1988
 GX1682
 GX1682  HISTORY     - Date     Condition        Report By
 GX1682  HISTORY     - 1958     MONUMENTED       CGS
 GX1682  HISTORY     - 1987     GOOD             NGS
 GX1682  HISTORY     - 19880518 GOOD
 GX1682  HISTORY     - 20021120 MARK NOT FOUND   INDIV
 GX1682
 GX1682                          STATION DESCRIPTION
 GX1682
 GX1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1682'3.2 MI W FROM KIMBALL.
 GX1682'0.95 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE NORFOLK AND
 GX1682'WESTERN RAILWAY STATION AT KIMBALL, THENCE ABOUT 1.45 MILES
 GX1682'WEST ALONG THE AIRPORT ROAD, THENCE ABOUT 0.75 MILE SOUTHWEST
 GX1682'ALONG A ROAD LEADING TO THE WELCH AIRPORT, AT THE WELCH AIRPORT,
 GX1682'ALONG THE SOUTH SIDE OF THE RUNWAY, 126 FEET NORTHWEST OF THE
 GX1682'NORTHWEST CORNER OF A CONCRETE BLOCK HANGAR, 114 FEET NORTHEAST
 GX1682'OF THE NORTHEAST CORNER OF A LOW LONG HANGAR, 78 FEET SOUTHWEST
 GX1682'OF THE SOUTHEAST CORNER OF THE RUNWAY, 18 FEET SOUTH OF THE SOUTH
 GX1682'EDGE OF THE RUNWAY, IN TOP OF A ROUNDED ROCK OUTCROP, AND ABOUT 3
 GX1682'FEET ABOVE THE LEVEL OF THE RUNWAY.
 GX1682
 GX1682                          STATION RECOVERY (1987)
 GX1682
 GX1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 GX1682'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 GX1682'EAST-SOUTHEAST OF WELCH,
 GX1682'2.0 KM (1.2 MI) SOUTHWEST OF KIMBALL, AT THE WELCH MUNICIPAL
 GX1682'AIRPORT, BETWEEN A SMALL HANGAR AND THE SINGLE RUNWAY.
 GX1682'OWNERSHIP--WELCH AIRPORT AUTHORITY, WELCH CITY HALL, WELCH, WV 24801.
 GX1682'
 GX1682'TO REACH THE STATION FROM THE KIMBALL TOWN HALL AND FIRE DEPARTMENT
 GX1682'BUILDING NEAR THE WEST END OF TOWN, GO WEST FOR
 GX1682'0.8 KM (0.5 MI) ON US HIGHWAY 52 TO A ROAD ON THE LEFT CROSSING A
 GX1682'BRIDGE.
 GX1682'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.2 KM (0.1 MI) ON HIGHWAY
 GX1682'52 TO A GRAVEL ROAD ON THE RIGHT LEADING UPHILL.  BEAR RIGHT,
 GX1682'UPHILL, FOR 2.3 KM (1.4 MI) ON THE WINDING ROAD TO A CROSSROAD AT
 GX1682'THE TOP OF THE LONG GRADE.
 GX1682'TURN LEFT AND GO SOUTHWEST FOR 1.1 KM (0.7 MI) ON THE NARROW ROAD
 GX1682'TO ITS END AT THE AIRPORT GATE.  PASS THROUGH THE GATE FOR 0.2 KM
 GX1682'(0.15 MI) ON THE PAVEMENT ACROSS THE RUNWAY TO THE TAXIWAY ALONG THE
 GX1682'HANGARS.
 GX1682'TURN LEFT AND GO EAST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY TO THE
 GX1682'STATION ON THE LEFT IN THE GRASS STRIP ON THE SOUTH SIDE OF THE
 GX1682'RUNWAY.
 GX1682'
 GX1682'THE STATION IS A STANDARD NGS DISK
 GX1682'STAMPED---D 195 1958---,
 GX1682'SET INTO A DRILL HOLE IN A 0.5 BY 1.0 METER LONG FLUSH BEDROCK.
 GX1682'LOCATED
 GX1682'38.9 METERS (127.6 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 GX1682'CINDER BLOCK HANGAR (AT PHONE BOOTH),
 GX1682'33.6 METERS (110.2 FT) EAST-NORTHEAST FROM A UTILITY POLE AT THE
 GX1682'NORTHEAST CORNER OF A HANGAR,
 GX1682'15.4 METERS (50.5 FT) SOUTH FROM THE SOUTH EDGE OF THE RUNWAY,
 GX1682'12.5 METERS (41.0 FT) WEST FROM THE WEST EDGE OF A RAMP TO THE END
 GX1682'OF THE RUNWAY, AND
 GX1682'8.7 METERS (28.5 FT) NORTH FROM THE NORTH EDGE OF THE NARROW
 GX1682'TAXIWAY.
 GX1682'
 GX1682'DESCRIBED BY G. R. HEID, TYPED BY C. L. SMITH.
 GX1682
 GX1682                          STATION RECOVERY (1988)
 GX1682
 GX1682'RECOVERED 1988
 GX1682'RECOVERED IN GOOD CONDITION.
 GX1682
 GX1682                          STATION RECOVERY (2002)
 GX1682
 GX1682'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 GX1682'RAIL ROAD SPIKE THERE NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2086 ***********************************************************************
 HX2086  DESIGNATION -  D 196
 HX2086  PID         -  HX2086
 HX2086  STATE/COUNTY-  WV/BOONE
 HX2086  USGS QUAD   -  MADISON (1976)
 HX2086
 HX2086                         *CURRENT SURVEY CONTROL
 HX2086  ___________________________________________________________________
 HX2086* NAD 83(1986)-  38 02 58.     (N)    081 49 41.     (W)     SCALED    
 HX2086* NAVD 88     -       217.877  (meters)     714.82   (feet)  ADJUSTED  
 HX2086  ___________________________________________________________________
 HX2086  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HX2086  DYNAMIC HT  -         217.720 (meters)     714.30  (feet)  COMP
 HX2086  MODELED GRAV-     979,903.0   (mgal)                       NAVD 88
 HX2086
 HX2086  VERT ORDER  -  SECOND    CLASS 0
 HX2086
 HX2086.The horizontal coordinates were scaled from a topographic map and have
 HX2086.an estimated accuracy of +/- 6 seconds.
 HX2086
 HX2086.The orthometric height was determined by differential leveling
 HX2086.and adjusted by the National Geodetic Survey in June 1991..
 HX2086
 HX2086.The geoid height was determined by GEOID03.
 HX2086
 HX2086.The dynamic height is computed by dividing the NAVD 88
 HX2086.geopotential number by the normal gravity value computed on the
 HX2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2086.degrees latitude (g = 980.6199 gals.).
 HX2086
 HX2086.The modeled gravity was interpolated from observed gravity values.
 HX2086
 HX2086;                    North         East    Units  Estimated Accuracy
 HX2086;SPC WV S     -   116,800.      527,330.      MT  (+/- 180 meters Scaled)
 HX2086
 HX2086                          SUPERSEDED SURVEY CONTROL
 HX2086
 HX2086  NGVD 29 (??/??/92)  218.083  (m)          715.49   (f) ADJ UNCH    2 0
 HX2086
 HX2086.Superseded values are not recommended for survey control.
 HX2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2086.See file dsdata.txt to determine how the superseded data were derived.
 HX2086
 HX2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC273116(NAD 83)
 HX2086_MARKER: DB = BENCH MARK DISK
 HX2086_SETTING: 66 = SET IN ROCK OUTCROP
 HX2086_SP_SET: ROCK CUT
 HX2086_STAMPING: D 196 1958
 HX2086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2086+STABILITY: POSITION/ELEVATION WELL
 HX2086
 HX2086  HISTORY     - Date     Condition        Report By
 HX2086  HISTORY     - 1958     MONUMENTED       CGS
 HX2086
 HX2086                          STATION DESCRIPTION
 HX2086
 HX2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2086'1.8 MI SW FROM MADISON.
 HX2086'ABOUT 1.75 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2086'FROM THE STATION AT MADISON, ABOUT 19 RAILS NORTH OF MILEPOST
 HX2086'39, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING
 HX2086'NORTHWEST AND SOUTHWEST, 6 FEET EAST OF THE EAST RAIL, SET
 HX2086'VERTICALLY IN THE WEST FACE OF A LONG LOW ROCK CUT, 82 FEET NORTH
 HX2086'OF THE SOUTH END OF THE ROCK, 3 FEET ABOVE THE GROUND, AND
 HX2086'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1647 ***********************************************************************
 GX1647  DESIGNATION -  D 197
 GX1647  PID         -  GX1647
 GX1647  STATE/COUNTY-  WV/MCDOWELL
 GX1647  USGS QUAD   -  WELCH (1976)
 GX1647
 GX1647                         *CURRENT SURVEY CONTROL
 GX1647  ___________________________________________________________________
 GX1647* NAD 83(1986)-  37 27 34.     (N)    081 37 08.     (W)     SCALED    
 GX1647* NAVD 88     -       384.055  (meters)    1260.02   (feet)  ADJUSTED  
 GX1647  ___________________________________________________________________
 GX1647  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GX1647  DYNAMIC HT  -         383.742 (meters)    1258.99  (feet)  COMP
 GX1647  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 GX1647
 GX1647  VERT ORDER  -  SECOND    CLASS 0
 GX1647
 GX1647.The horizontal coordinates were scaled from a topographic map and have
 GX1647.an estimated accuracy of +/- 6 seconds.
 GX1647
 GX1647.The orthometric height was determined by differential leveling
 GX1647.and adjusted by the National Geodetic Survey in June 1991..
 GX1647
 GX1647.The geoid height was determined by GEOID03.
 GX1647
 GX1647.The dynamic height is computed by dividing the NAVD 88
 GX1647.geopotential number by the normal gravity value computed on the
 GX1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1647.degrees latitude (g = 980.6199 gals.).
 GX1647
 GX1647.The modeled gravity was interpolated from observed gravity values.
 GX1647
 GX1647;                    North         East    Units  Estimated Accuracy
 GX1647;SPC WV S     -    51,180.      545,250.      MT  (+/- 180 meters Scaled)
 GX1647
 GX1647                          SUPERSEDED SURVEY CONTROL
 GX1647
 GX1647  NGVD 29 (??/??/92)  384.225  (m)         1260.58   (f) ADJ UNCH    2 0
 GX1647
 GX1647.Superseded values are not recommended for survey control.
 GX1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1647.See file dsdata.txt to determine how the superseded data were derived.
 GX1647
 GX1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB452460(NAD 83)
 GX1647_MARKER: DB = BENCH MARK DISK
 GX1647_SETTING: 66 = SET IN ROCK OUTCROP
 GX1647_SP_SET: SET IN ROCK OUTCROP
 GX1647_STAMPING: D 197 1958
 GX1647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1647+STABILITY: POSITION/ELEVATION WELL
 GX1647
 GX1647  HISTORY     - Date     Condition        Report By
 GX1647  HISTORY     - 1958     MONUMENTED       CGS
 GX1647
 GX1647                          STATION DESCRIPTION
 GX1647
 GX1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1647'2.8 MI SE FROM DAVY.
 GX1647'2.8 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1647'THE STATION AT DAVY, ABOUT 5 RAILS WEST OF THE WEST END OF BRIDGE
 GX1647'898 A OVER TUG FORK, 10 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 GX1647'TRACK, SET VERTICALLY IN THE NORTH FACE OF A LARGE ROCK CUT, AND
 GX1647'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1255 ***********************************************************************
 GX1255  DESIGNATION -  D 198
 GX1255  PID         -  GX1255
 GX1255  STATE/COUNTY-  WV/FAYETTE
 GX1255  USGS QUAD   -  THURMOND (1988)
 GX1255
 GX1255                         *CURRENT SURVEY CONTROL
 GX1255  ___________________________________________________________________
 GX1255* NAD 83(1986)-  37 57 11.     (N)    081 04 17.     (W)     SCALED    
 GX1255* NAVD 88     -       327.659  (meters)    1074.99   (feet)  ADJUSTED  
 GX1255  ___________________________________________________________________
 GX1255  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX1255  DYNAMIC HT  -         327.410 (meters)    1074.18  (feet)  COMP
 GX1255  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 GX1255
 GX1255  VERT ORDER  -  FIRST     CLASS II
 GX1255
 GX1255.The horizontal coordinates were scaled from a topographic map and have
 GX1255.an estimated accuracy of +/- 6 seconds.
 GX1255
 GX1255.The orthometric height was determined by differential leveling
 GX1255.and adjusted by the National Geodetic Survey in June 1991..
 GX1255
 GX1255.The geoid height was determined by GEOID03.
 GX1255
 GX1255.The dynamic height is computed by dividing the NAVD 88
 GX1255.geopotential number by the normal gravity value computed on the
 GX1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1255.degrees latitude (g = 980.6199 gals.).
 GX1255
 GX1255.The modeled gravity was interpolated from observed gravity values.
 GX1255
 GX1255;                    North         East    Units  Estimated Accuracy
 GX1255;SPC WV S     -   105,780.      593,730.      MT  (+/- 180 meters Scaled)
 GX1255
 GX1255                          SUPERSEDED SURVEY CONTROL
 GX1255
 GX1255  NGVD 29 (??/??/92)  327.837  (m)         1075.58   (f) ADJ UNCH    1 2
 GX1255
 GX1255.Superseded values are not recommended for survey control.
 GX1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1255.See file dsdata.txt to determine how the superseded data were derived.
 GX1255
 GX1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC937006(NAD 83)
 GX1255_MARKER: DB = BENCH MARK DISK
 GX1255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1255_SP_SET: CULVERT
 GX1255_STAMPING: D 198 1958
 GX1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1255
 GX1255  HISTORY     - Date     Condition        Report By
 GX1255  HISTORY     - 1958     MONUMENTED       CGS
 GX1255
 GX1255                          STATION DESCRIPTION
 GX1255
 GX1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1255'0.5 MI SE FROM THURMOND.
 GX1255'ABOUT 0.5 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1255'FROM THE STATION AT THURMOND, 0.35 MILE NORTHWEST OF MILEPOST
 GX1255'390, 7.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 GX1255'TRACK, IN TOP OF AND 2.2 FEET NORTHWEST OF THE SOUTHEAST END OF
 GX1255'THE NORTHEAST HEAD WALL OF AN ARCHED 8-FOOT CONCRETE CULVERT FOR
 GX1255'A CREEK BRANCH, ON THE OUTSIDE OF A CURVE AND 10 RAILS NORTHWEST
 GX1255'OF THE SOUTH END OF CURVE, AND ABOUT 3 FEET BELOW THE LEVEL OF
 GX1255'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0753 ***********************************************************************
 GX0753  DESIGNATION -  D 199
 GX0753  PID         -  GX0753
 GX0753  STATE/COUNTY-  WV/FAYETTE
 GX0753  USGS QUAD   -  MEADOW CREEK (1988)
 GX0753
 GX0753                         *CURRENT SURVEY CONTROL
 GX0753  ___________________________________________________________________
 GX0753* NAD 83(1986)-  37 49 52.     (N)    080 57 40.     (W)     SCALED    
 GX0753* NAVD 88     -       383.994  (meters)    1259.82   (feet)  ADJUSTED  
 GX0753  ___________________________________________________________________
 GX0753  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX0753  DYNAMIC HT  -         383.678 (meters)    1258.78  (feet)  COMP
 GX0753  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 GX0753
 GX0753  VERT ORDER  -  FIRST     CLASS II
 GX0753
 GX0753.The horizontal coordinates were scaled from a topographic map and have
 GX0753.an estimated accuracy of +/- 6 seconds.
 GX0753
 GX0753.The orthometric height was determined by differential leveling
 GX0753.and adjusted by the National Geodetic Survey in June 1991..
 GX0753
 GX0753.The geoid height was determined by GEOID03.
 GX0753
 GX0753.The dynamic height is computed by dividing the NAVD 88
 GX0753.geopotential number by the normal gravity value computed on the
 GX0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0753.degrees latitude (g = 980.6199 gals.).
 GX0753
 GX0753.The modeled gravity was interpolated from observed gravity values.
 GX0753
 GX0753;                    North         East    Units  Estimated Accuracy
 GX0753;SPC WV S     -    92,240.      603,420.      MT  (+/- 180 meters Scaled)
 GX0753
 GX0753                          SUPERSEDED SURVEY CONTROL
 GX0753
 GX0753  NGVD 29 (??/??/92)  384.157  (m)         1260.36   (f) ADJ UNCH    1 2
 GX0753
 GX0753.Superseded values are not recommended for survey control.
 GX0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0753.See file dsdata.txt to determine how the superseded data were derived.
 GX0753
 GX0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB034870(NAD 83)
 GX0753_MARKER: DB = BENCH MARK DISK
 GX0753_SETTING: 66 = SET IN ROCK OUTCROP
 GX0753_SP_SET: ROCK CUT
 GX0753_STAMPING: D 199 1958
 GX0753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0753+STABILITY: POSITION/ELEVATION WELL
 GX0753
 GX0753  HISTORY     - Date     Condition        Report By
 GX0753  HISTORY     - 1958     MONUMENTED       CGS
 GX0753
 GX0753                          STATION DESCRIPTION
 GX0753
 GX0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0753'2.4 MI NW FROM MEADOW CREEK.
 GX0753'ABOUT 2.4 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0753'FROM THE STATION AT MEADOW CREEK, 152 YARDS SOUTHEAST OF MILEPOST
 GX0753'372, 13 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, SET VERTICALLY
 GX0753'IN THE SOUTH FACE OF A 12-FOOT HIGH JUMBLED LAYERED ROCK CLIFF,
 GX0753'4 1/2 FEET ABOVE THE BOTTOM OF DITCH, 78 YARDS NORTHWEST OF THE
 GX0753'NORTHWEST END OF A CURVE, 90 YARDS SOUTHEAST OF THE NORTHWEST END
 GX0753'OF ROCK CUT, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0222 ***********************************************************************
 JX0222  DESIGNATION -  D 2
 JX0222  PID         -  JX0222
 JX0222  STATE/COUNTY-  WV/BARBOUR
 JX0222  USGS QUAD   -  PHILIPPI (1977)
 JX0222
 JX0222                         *CURRENT SURVEY CONTROL
 JX0222  ___________________________________________________________________
 JX0222* NAD 83(1986)-  39 07 47.     (N)    080 03 06.     (W)     SCALED    
 JX0222* NAVD 88     -       401.327  (meters)    1316.69   (feet)  ADJUSTED  
 JX0222  ___________________________________________________________________
 JX0222  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JX0222  DYNAMIC HT  -         401.054 (meters)    1315.79  (feet)  COMP
 JX0222  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 JX0222
 JX0222  VERT ORDER  -  FIRST     CLASS II
 JX0222
 JX0222.The horizontal coordinates were scaled from a topographic map and have
 JX0222.an estimated accuracy of +/- 6 seconds.
 JX0222
 JX0222.The orthometric height was determined by differential leveling
 JX0222.and adjusted by the National Geodetic Survey in June 1991..
 JX0222
 JX0222.The geoid height was determined by GEOID03.
 JX0222
 JX0222.The dynamic height is computed by dividing the NAVD 88
 JX0222.geopotential number by the normal gravity value computed on the
 JX0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0222.degrees latitude (g = 980.6199 gals.).
 JX0222
 JX0222.The modeled gravity was interpolated from observed gravity values.
 JX0222
 JX0222;                    North         East    Units  Estimated Accuracy
 JX0222;SPC WV N     -    70,060.      552,300.      MT  (+/- 180 meters Scaled)
 JX0222
 JX0222                          SUPERSEDED SURVEY CONTROL
 JX0222
 JX0222  NGVD 29 (??/??/92)  401.503  (m)         1317.26   (f) ADJ UNCH    1 2
 JX0222
 JX0222.Superseded values are not recommended for survey control.
 JX0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0222.See file dsdata.txt to determine how the superseded data were derived.
 JX0222
 JX0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND819316(NAD 83)
 JX0222_MARKER: DB = BENCH MARK DISK
 JX0222_SETTING: 66 = SET IN ROCK OUTCROP
 JX0222_SP_SET: OUTCROP
 JX0222_STAMPING: D 2 1933
 JX0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0222+STABILITY: POSITION/ELEVATION WELL
 JX0222
 JX0222  HISTORY     - Date     Condition        Report By
 JX0222  HISTORY     - 1933     MONUMENTED       CGS
 JX0222
 JX0222                          STATION DESCRIPTION
 JX0222
 JX0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0222'2.9 MI SW FROM PHILIPPI.
 JX0222'2.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0222'STATION AT PHILIPPI, BARBOUR COUNTY, 0.2 MILE SOUTH OF MILEPOST
 JX0222'G 27, 200 YARDS SOUTH OF A LARGE FRAME HOUSE, 6 YARDS EAST OF THE
 JX0222'CENTERLINE OF THE TRACK, IN THE TOP OF A LARGE ROCK OUTCROP, AND
 JX0222'ABOUT 2 FEET HIGHER THAN THE BASE OF THE RAIL.  A STANDARD DISK,
 JX0222'STAMPED D 2 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0107 ***********************************************************************
 HX0107  DESIGNATION -  D 20
 HX0107  PID         -  HX0107
 HX0107  STATE/COUNTY-  WV/UPSHUR
 HX0107  USGS QUAD   -  BUCKHANNON (1989)
 HX0107
 HX0107                         *CURRENT SURVEY CONTROL
 HX0107  ___________________________________________________________________
 HX0107* NAD 83(1986)-  38 54 12.     (N)    080 12 40.     (W)     SCALED    
 HX0107* NAVD 88     -       465.661  (meters)    1527.76   (feet)  ADJUSTED  
 HX0107  ___________________________________________________________________
 HX0107  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HX0107  DYNAMIC HT  -         465.345 (meters)    1526.72  (feet)  COMP
 HX0107  MODELED GRAV-     979,932.9   (mgal)                       NAVD 88
 HX0107
 HX0107  VERT ORDER  -  SECOND    CLASS 0
 HX0107
 HX0107.The horizontal coordinates were scaled from a topographic map and have
 HX0107.an estimated accuracy of +/- 6 seconds.
 HX0107
 HX0107.The orthometric height was determined by differential leveling
 HX0107.and adjusted by the National Geodetic Survey in June 1991..
 HX0107
 HX0107.The geoid height was determined by GEOID03.
 HX0107
 HX0107.The dynamic height is computed by dividing the NAVD 88
 HX0107.geopotential number by the normal gravity value computed on the
 HX0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0107.degrees latitude (g = 980.6199 gals.).
 HX0107
 HX0107.The modeled gravity was interpolated from observed gravity values.
 HX0107
 HX0107;                    North         East    Units  Estimated Accuracy
 HX0107;SPC WV S     -   211,550.      668,430.      MT  (+/- 180 meters Scaled)
 HX0107
 HX0107                          SUPERSEDED SURVEY CONTROL
 HX0107
 HX0107  NGVD 29 (??/??/92)  465.838  (m)         1528.34   (f) ADJ UNCH    2 0
 HX0107
 HX0107.Superseded values are not recommended for survey control.
 HX0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0107.See file dsdata.txt to determine how the superseded data were derived.
 HX0107
 HX0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND684063(NAD 83)
 HX0107_MARKER: DB = BENCH MARK DISK
 HX0107_SETTING: 80 = SET IN A BOULDER
 HX0107_SP_SET: BOULDER
 HX0107_STAMPING: D 20 1935
 HX0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0107+STABILITY: SURFACE MOTION
 HX0107
 HX0107  HISTORY     - Date     Condition        Report By
 HX0107  HISTORY     - 1935     MONUMENTED       CGS
 HX0107  HISTORY     - 1962     GOOD             NGS
 HX0107
 HX0107                          STATION DESCRIPTION
 HX0107
 HX0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0107'4.8 MI E FROM ADRIAN.
 HX0107'ABOUT 1.65 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0107'FROM THE CROSSING OF STATE HIGHWAYS 20 AND 4 AT ADRIAN, THENCE
 HX0107'ABOUT 3.1 MILES EAST ALONG AN ABANDONED RAILROAD, SET ON TOP OF
 HX0107'AN EMBEDDED BOULDER THAT IS ABOUT 4-BY 4-FOOT LONG, 12 FEET
 HX0107'NORTHEAST OF THE CENTER LINE OF THE OLD ROADBED, 120 FEET
 HX0107'NORTHWEST OF A CUT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HX0107'ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0730 ***********************************************************************
 GX0730  DESIGNATION -  D 200
 GX0730  PID         -  GX0730
 GX0730  STATE/COUNTY-  WV/SUMMERS
 GX0730  USGS QUAD   -  HINTON (1976)
 GX0730
 GX0730                         *CURRENT SURVEY CONTROL
 GX0730  ___________________________________________________________________
 GX0730* NAD 83(1986)-  37 40 39.     (N)    080 53 05.     (W)     SCALED    
 GX0730* NAVD 88     -       429.783  (meters)    1410.05   (feet)  ADJUSTED  
 GX0730  ___________________________________________________________________
 GX0730  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0730  DYNAMIC HT  -         429.434 (meters)    1408.90  (feet)  COMP
 GX0730  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 GX0730
 GX0730  VERT ORDER  -  FIRST     CLASS II
 GX0730
 GX0730.The horizontal coordinates were scaled from a topographic map and have
 GX0730.an estimated accuracy of +/- 6 seconds.
 GX0730
 GX0730.The orthometric height was determined by differential leveling
 GX0730.and adjusted by the National Geodetic Survey in June 1991..
 GX0730
 GX0730.The geoid height was determined by GEOID03.
 GX0730
 GX0730.The dynamic height is computed by dividing the NAVD 88
 GX0730.geopotential number by the normal gravity value computed on the
 GX0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0730.degrees latitude (g = 980.6199 gals.).
 GX0730
 GX0730.The modeled gravity was interpolated from observed gravity values.
 GX0730
 GX0730;                    North         East    Units  Estimated Accuracy
 GX0730;SPC WV S     -    75,200.      610,170.      MT  (+/- 180 meters Scaled)
 GX0730
 GX0730                          SUPERSEDED SURVEY CONTROL
 GX0730
 GX0730  NGVD 29 (??/??/92)  429.954  (m)         1410.61   (f) ADJ UNCH    1 2
 GX0730
 GX0730.Superseded values are not recommended for survey control.
 GX0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0730.See file dsdata.txt to determine how the superseded data were derived.
 GX0730
 GX0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB101700(NAD 83)
 GX0730_MARKER: DB = BENCH MARK DISK
 GX0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0730_SP_SET: CULVERT
 GX0730_STAMPING: D 200 1958
 GX0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0730
 GX0730  HISTORY     - Date     Condition        Report By
 GX0730  HISTORY     - 1958     MONUMENTED       CGS
 GX0730
 GX0730                          STATION DESCRIPTION
 GX0730
 GX0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0730'AT HINTON.
 GX0730'AT HINTON, 0.1 MILE NORTHEAST ALONG FREIGHT SPUR TRACK OF FROM
 GX0730'THE CHESAPEAKE AND OHIO RAILWAY FREIGHT HOUSE, ABOUT 30 YARDS
 GX0730'EAST OF ROUNDHOUSE AND LEVEL WITH THE ROOF, 9 FEET NORTHWEST
 GX0730'OF THE NORTHWEST RAIL OF THE FREIGHT SPUR TRACK, ABOUT 20 YARDS
 GX0730'WEST OF AND ACROSS THE FREIGHT SPUR TRACK FROM A RAILROAD WATER
 GX0730'TOWER WITH FOUR FOUNDATIONS, ABOUT 50 YARDS SOUTHWEST OF AND
 GX0730'ACROSS THE FREIGHT SPUR TRACK FROM A LARGE RAILROAD WATER
 GX0730'TOWER ON CIRCULAR FOUNDATIONS, IN TOP OF THE SOUTHWEST END OF
 GX0730'THE NORTHWEST HEAD WALL (WITH PIPE BANISTER) OF A 4-FOOT CONCRETE
 GX0730'CULVERT UNDER FREIGHT SPUR TRACK, AT JOINT OF HEAD WALL AND
 GX0730'WEST WING WALL, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0661 ***********************************************************************
 GX0661  DESIGNATION -  D 201
 GX0661  PID         -  GX0661
 GX0661  STATE/COUNTY-  WV/SUMMERS
 GX0661  USGS QUAD   -  FOREST HILL (1976)
 GX0661
 GX0661                         *CURRENT SURVEY CONTROL
 GX0661  ___________________________________________________________________
 GX0661* NAD 83(1986)-  37 33 38.     (N)    080 47 36.     (W)     SCALED    
 GX0661* NAVD 88     -       548.280  (meters)    1798.82   (feet)  ADJUSTED  
 GX0661  ___________________________________________________________________
 GX0661  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX0661  DYNAMIC HT  -         547.819 (meters)    1797.30  (feet)  COMP
 GX0661  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GX0661
 GX0661  VERT ORDER  -  FIRST     CLASS II
 GX0661
 GX0661.The horizontal coordinates were scaled from a topographic map and have
 GX0661.an estimated accuracy of +/- 6 seconds.
 GX0661
 GX0661.The orthometric height was determined by differential leveling
 GX0661.and adjusted by the National Geodetic Survey in June 1991..
 GX0661
 GX0661.The geoid height was determined by GEOID03.
 GX0661
 GX0661.The dynamic height is computed by dividing the NAVD 88
 GX0661.geopotential number by the normal gravity value computed on the
 GX0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0661.degrees latitude (g = 980.6199 gals.).
 GX0661
 GX0661.The modeled gravity was interpolated from observed gravity values.
 GX0661
 GX0661;                    North         East    Units  Estimated Accuracy
 GX0661;SPC WV S     -    62,240.      618,260.      MT  (+/- 180 meters Scaled)
 GX0661
 GX0661                          SUPERSEDED SURVEY CONTROL
 GX0661
 GX0661  NGVD 29 (??/??/92)  548.442  (m)         1799.35   (f) ADJ UNCH    1 2
 GX0661
 GX0661.Superseded values are not recommended for survey control.
 GX0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0661.See file dsdata.txt to determine how the superseded data were derived.
 GX0661
 GX0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB182570(NAD 83)
 GX0661_MARKER: DB = BENCH MARK DISK
 GX0661_SETTING: 66 = SET IN ROCK OUTCROP
 GX0661_SP_SET: ROCK OUTCROP
 GX0661_STAMPING: D 201 1958
 GX0661_MARK LOGO: CGS   
 GX0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0661+STABILITY: POSITION/ELEVATION WELL
 GX0661
 GX0661  HISTORY     - Date     Condition        Report By
 GX0661  HISTORY     - 1958     MONUMENTED       CGS
 GX0661  HISTORY     - 1984     GOOD             NGS
 GX0661
 GX0661                          STATION DESCRIPTION
 GX0661
 GX0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0661'0.7 MI SW FROM FOREST HILL.
 GX0661'ABOUT 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE FOREST
 GX0661'HILL METHODIST CHURCH AT FOREST HILL, 0.5 MILE SOUTH OF THE Y
 GX0661'JUNCTION OF A ROAD LEADING SOUTHEAST TO GREENVILLE, 92 1/2 FEET
 GX0661'EAST OF CENTER LINE OF HIGHWAY (SLOPE MEASUREMENT), SET
 GX0661'VERTICALLY IN THE WEST FACE AND NEAR THE CENTER OF A 5-FOOT
 GX0661'HIGH AND 18-FOOT LONG OUTCROP, 1 1/2 FEET ABOVE THE GROUND, 57 1/2
 GX0661'FEET EAST OF A WIRE FENCE, 127 YARDS SOUTH OF A DRIVE WEST
 GX0661'TO LOWES ROLLING HILL FARM, ABOUT 25 YARDS NORTHEAST OF A
 GX0661'HIGHWAY ROUTE SIGN, 5 FEET NORTH OF A POINT WHERE OUTCROP ANGLES
 GX0661'SOUTHEAST, AND ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX0661'NOTE-- THIS OUTCROP IS THE LARGEST ONE OF THREE OUTCROPS PROJECTING
 GX0661'FROM HILLSIDE.
 GX0661
 GX0661                          STATION RECOVERY (1984)
 GX0661
 GX0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0684 ***********************************************************************
 GX0684  DESIGNATION -  D 202
 GX0684  PID         -  GX0684
 GX0684  STATE/COUNTY-  WV/MONROE
 GX0684  USGS QUAD   -  FORT SPRING (1971)
 GX0684
 GX0684                         *CURRENT SURVEY CONTROL
 GX0684  ___________________________________________________________________
 GX0684* NAD 83(1986)-  37 42 55.     (N)    080 37 03.     (W)     SCALED    
 GX0684* NAVD 88     -       480.546  (meters)    1576.59   (feet)  ADJUSTED  
 GX0684  ___________________________________________________________________
 GX0684  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX0684  DYNAMIC HT  -         480.154 (meters)    1575.31  (feet)  COMP
 GX0684  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GX0684
 GX0684  VERT ORDER  -  FIRST     CLASS II
 GX0684
 GX0684.The horizontal coordinates were scaled from a topographic map and have
 GX0684.an estimated accuracy of +/- 6 seconds.
 GX0684
 GX0684.The orthometric height was determined by differential leveling
 GX0684.and adjusted by the National Geodetic Survey in June 1991..
 GX0684
 GX0684.The geoid height was determined by GEOID03.
 GX0684
 GX0684.The dynamic height is computed by dividing the NAVD 88
 GX0684.geopotential number by the normal gravity value computed on the
 GX0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0684.degrees latitude (g = 980.6199 gals.).
 GX0684
 GX0684.The modeled gravity was interpolated from observed gravity values.
 GX0684
 GX0684;                    North         East    Units  Estimated Accuracy
 GX0684;SPC WV S     -    79,460.      633,720.      MT  (+/- 180 meters Scaled)
 GX0684
 GX0684                          SUPERSEDED SURVEY CONTROL
 GX0684
 GX0684  NGVD 29 (??/??/92)  480.714  (m)         1577.14   (f) ADJ UNCH    1 2
 GX0684
 GX0684.Superseded values are not recommended for survey control.
 GX0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0684.See file dsdata.txt to determine how the superseded data were derived.
 GX0684
 GX0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB337742(NAD 83)
 GX0684_MARKER: DB = BENCH MARK DISK
 GX0684_SETTING: 66 = SET IN ROCK OUTCROP
 GX0684_SP_SET: ROCK CUT
 GX0684_STAMPING: D 202 1958
 GX0684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0684+STABILITY: POSITION/ELEVATION WELL
 GX0684
 GX0684  HISTORY     - Date     Condition        Report By
 GX0684  HISTORY     - 1958     MONUMENTED       CGS
 GX0684  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0684
 GX0684                          STATION DESCRIPTION
 GX0684
 GX0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0684'1.6 MI E FROM ALDERSON.
 GX0684'ABOUT 1.6 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0684'THE STATION AT ALDERSON, 0.2 MILE WEST OF MILEPOST 334, 11.3 FEET
 GX0684'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK AND AT OUTSIDE OF
 GX0684'CURVE, SET VERTICALLY IN THE NORTH FACE OF 6 1/2-FOOT HIGH SOLID
 GX0684'ROCK AT THE BOTTOM OF 10-FOOT HIGH CUT, 4 FEET ABOVE THE BOTTOM
 GX0684'OF DITCH, 37 YARDS WEST OF THE EAST END OF CUT, 10 YARDS EAST OF
 GX0684'A SPRING AND THE SOUTH END OF A 20-INCH PIPE CULVERT, AND ABOUT 1
 GX0684'FOOT ABOVE THE LEVEL OF THE TRACK.
 GX0684
 GX0684                          STATION RECOVERY (1983)
 GX0684
 GX0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0684'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0684'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1874 ***********************************************************************
 HX1874  DESIGNATION -  D 203
 HX1874  PID         -  HX1874
 HX1874  STATE/COUNTY-  WV/FAYETTE
 HX1874  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1874
 HX1874                         *CURRENT SURVEY CONTROL
 HX1874  ___________________________________________________________________
 HX1874* NAD 83(1986)-  38 09 14.     (N)    081 10 48.     (W)     SCALED    
 HX1874* NAVD 88     -       213.639  (meters)     700.91   (feet)  ADJUSTED  
 HX1874  ___________________________________________________________________
 HX1874  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HX1874  DYNAMIC HT  -         213.484 (meters)     700.41  (feet)  COMP
 HX1874  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 HX1874
 HX1874  VERT ORDER  -  FIRST     CLASS II
 HX1874
 HX1874.The horizontal coordinates were scaled from a topographic map and have
 HX1874.an estimated accuracy of +/- 6 seconds.
 HX1874
 HX1874.The orthometric height was determined by differential leveling
 HX1874.and adjusted by the National Geodetic Survey in June 1991..
 HX1874
 HX1874.The geoid height was determined by GEOID03.
 HX1874
 HX1874.The dynamic height is computed by dividing the NAVD 88
 HX1874.geopotential number by the normal gravity value computed on the
 HX1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1874.degrees latitude (g = 980.6199 gals.).
 HX1874
 HX1874.The modeled gravity was interpolated from observed gravity values.
 HX1874
 HX1874;                    North         East    Units  Estimated Accuracy
 HX1874;SPC WV S     -   128,080.      584,220.      MT  (+/- 180 meters Scaled)
 HX1874
 HX1874                          SUPERSEDED SURVEY CONTROL
 HX1874
 HX1874  NGVD 29 (??/??/92)  213.824  (m)          701.52   (f) ADJ UNCH    1 2
 HX1874
 HX1874.Superseded values are not recommended for survey control.
 HX1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1874.See file dsdata.txt to determine how the superseded data were derived.
 HX1874
 HX1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC842229(NAD 83)
 HX1874_MARKER: DB = BENCH MARK DISK
 HX1874_SETTING: 80 = SET IN A BOULDER
 HX1874_SP_SET: BOULDER
 HX1874_STAMPING: D 203 1959
 HX1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1874+STABILITY: SURFACE MOTION
 HX1874
 HX1874  HISTORY     - Date     Condition        Report By
 HX1874  HISTORY     - 1959     MONUMENTED       CGS
 HX1874  HISTORY     - 1961     GOOD             NGS
 HX1874
 HX1874                          STATION DESCRIPTION
 HX1874
 HX1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1874'1 MI SE FROM GAULEY BRIDGE.
 HX1874'ABOUT 1.0 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1874'FROM THE SOUTHEAST END OF THE BRIDGE OVER GAULEY RIVER AT GAULEY
 HX1874'BRIDGE, ALSO ABOUT 0.3 MILE NORTH OF THE STATION AT GAULEY,
 HX1874'0.15 MILE NORTH OF THE NORTH END OF THE BRIDGE OVER NEW RIVER,
 HX1874'ABOUT 125 YARDS SOUTHEAST OF THE CROSSING OF U.S. HIGHWAYS 21 AND
 HX1874'60, 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 97 FEET
 HX1874'NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST RAIL,
 HX1874'22 FEET NORTH OF THE NORTHEAST CORNER OF A 12-FOOT CONCRETE BRIDGE
 HX1874'OVER CANE BRANCH, IN TOP OF A HUGE BOULDER ALONG THE NORTH BANK
 HX1874'OF CANE BRANCH, 1/2 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE
 HX1874'BOULDER, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX1874
 HX1874                          STATION RECOVERY (1961)
 HX1874
 HX1874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HX1874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1862 ***********************************************************************
 HX1862  DESIGNATION -  D 204
 HX1862  PID         -  HX1862
 HX1862  STATE/COUNTY-  WV/FAYETTE
 HX1862  USGS QUAD   -  FAYETTEVILLE (1976)
 HX1862
 HX1862                         *CURRENT SURVEY CONTROL
 HX1862  ___________________________________________________________________
 HX1862* NAD 83(1986)-  38 05 18.     (N)    081 05 25.     (W)     SCALED    
 HX1862* NAVD 88     -       263.785  (meters)     865.43   (feet)  ADJUSTED  
 HX1862  ___________________________________________________________________
 HX1862  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX1862  DYNAMIC HT  -         263.581 (meters)     864.77  (feet)  COMP
 HX1862  MODELED GRAV-     979,851.5   (mgal)                       NAVD 88
 HX1862
 HX1862  VERT ORDER  -  FIRST     CLASS II
 HX1862
 HX1862.The horizontal coordinates were scaled from a topographic map and have
 HX1862.an estimated accuracy of +/- 6 seconds.
 HX1862
 HX1862.The orthometric height was determined by differential leveling
 HX1862.and adjusted by the National Geodetic Survey in June 1991..
 HX1862
 HX1862.The geoid height was determined by GEOID03.
 HX1862
 HX1862.The dynamic height is computed by dividing the NAVD 88
 HX1862.geopotential number by the normal gravity value computed on the
 HX1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1862.degrees latitude (g = 980.6199 gals.).
 HX1862
 HX1862.The modeled gravity was interpolated from observed gravity values.
 HX1862
 HX1862;                    North         East    Units  Estimated Accuracy
 HX1862;SPC WV S     -   120,800.      592,080.      MT  (+/- 180 meters Scaled)
 HX1862
 HX1862                          SUPERSEDED SURVEY CONTROL
 HX1862
 HX1862  NGVD 29 (??/??/92)  263.955  (m)          865.99   (f) ADJ UNCH    1 2
 HX1862
 HX1862.Superseded values are not recommended for survey control.
 HX1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1862.See file dsdata.txt to determine how the superseded data were derived.
 HX1862
 HX1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC920156(NAD 83)
 HX1862_MARKER: DB = BENCH MARK DISK
 HX1862_SETTING: 80 = SET IN A BOULDER
 HX1862_SP_SET: BOULDER
 HX1862_STAMPING: D 204 1959
 HX1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1862+STABILITY: SURFACE MOTION
 HX1862
 HX1862  HISTORY     - Date     Condition        Report By
 HX1862  HISTORY     - 1959     MONUMENTED       CGS
 HX1862
 HX1862                          STATION DESCRIPTION
 HX1862
 HX1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1862'1.8 MI NW FROM FAYETTE.
 HX1862'ABOUT 1.8 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1862'FROM THE STATION AT FAYETTE, 0.15 MILE NORTHWEST OF A LARGE
 HX1862'COAL TIPPLE NORTHEAST OF THE TRACK, ABOUT 10 3/4 RAILS NORTHWEST
 HX1862'OF MILEPOST 406, 31 FEET NORTHEAST OF THE NORTHEAST RAIL, SET
 HX1862'VERTICALLY IN THE WEST FACE OF A 25-FEET LONG BY 15-FEET HIGH
 HX1862'BOULDER, THE SOUTHEAST ONE OF TWO BOULDERS IN THE MOUNTAIN SIDE
 HX1862'NORTHEAST OF THE TRACK, 6 1/2 FEET NORTH OF THE SOUTHWEST CORNER
 HX1862'OF BOULDER, 2 1/2 FEET ABOVE THE GROUND, AND ABOUT 1 FOOT ABOVE
 HX1862'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1909 ***********************************************************************
 HX1909  DESIGNATION -  D 205
 HX1909  PID         -  HX1909
 HX1909  STATE/COUNTY-  WV/KANAWHA
 HX1909  USGS QUAD   -  CEDAR GROVE (1976)
 HX1909
 HX1909                         *CURRENT SURVEY CONTROL
 HX1909  ___________________________________________________________________
 HX1909* NAD 83(1986)-  38 11 57.     (N)    081 29 31.     (W)     SCALED    
 HX1909* NAVD 88     -       189.854  (meters)     622.88   (feet)  ADJUSTED  
 HX1909  ___________________________________________________________________
 HX1909  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HX1909  DYNAMIC HT  -         189.720 (meters)     622.44  (feet)  COMP
 HX1909  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 HX1909
 HX1909  VERT ORDER  -  FIRST     CLASS II
 HX1909
 HX1909.The horizontal coordinates were scaled from a topographic map and have
 HX1909.an estimated accuracy of +/- 6 seconds.
 HX1909
 HX1909.The orthometric height was determined by differential leveling
 HX1909.and adjusted by the National Geodetic Survey in June 1991..
 HX1909
 HX1909.The geoid height was determined by GEOID03.
 HX1909
 HX1909.The dynamic height is computed by dividing the NAVD 88
 HX1909.geopotential number by the normal gravity value computed on the
 HX1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1909.degrees latitude (g = 980.6199 gals.).
 HX1909
 HX1909.The modeled gravity was interpolated from observed gravity values.
 HX1909
 HX1909;                    North         East    Units  Estimated Accuracy
 HX1909;SPC WV S     -   133,210.      556,910.      MT  (+/- 180 meters Scaled)
 HX1909
 HX1909                          SUPERSEDED SURVEY CONTROL
 HX1909
 HX1909  NGVD 29 (??/??/92)  190.049  (m)          623.52   (f) ADJ UNCH    1 2
 HX1909
 HX1909.Superseded values are not recommended for survey control.
 HX1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1909.See file dsdata.txt to determine how the superseded data were derived.
 HX1909
 HX1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC569280(NAD 83)
 HX1909_MARKER: DB = BENCH MARK DISK
 HX1909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1909_SP_SET: PIER
 HX1909_STAMPING: D 205 1959
 HX1909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1909
 HX1909  HISTORY     - Date     Condition        Report By
 HX1909  HISTORY     - 1959     MONUMENTED       CGS
 HX1909  HISTORY     - 20050703 MARK NOT FOUND   GEOCAC
 HX1909
 HX1909                          STATION DESCRIPTION
 HX1909
 HX1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1909'3.7 MI W FROM CEDAR GROVE.
 HX1909'ABOUT 3.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX1909'THE STATION AT CEDAR GROVE, 0.4 MILE WEST OF MILEPOST 141, 42
 HX1909'FEET SOUTH OF THE SOUTH RAIL, IN TOP OF THE SOUTHEAST CORNER OF
 HX1909'THE CONCRETE BASE OF THE WEST LEG OF THE FIRST STEEL PIER SOUTH
 HX1909'OF THE TRACK UNDER THE KANAWHA RIVER BRIDGE CROSSING TO CHELYAN,
 HX1909'1 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STEEL POST,
 HX1909'1/2 FOOT NORTHWEST OF THE SOUTHEAST CORNER OF THE BASE, AND
 HX1909'ABOUT 12 FEET BELOW THE LEVEL OF THE TRACK.
 HX1909
 HX1909                          STATION RECOVERY (2005)
 HX1909
 HX1909'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 HX1909'BRIDGE THAT IS REFFERENCED IN THE DOCUMENTED HISTORY AS THE LOCATION
 HX1909'OF THIS MARK WAS DESTROYED AFTER A REPLACEMENT HAD BEEN CONSTRUCTED.
 HX1909'UNSURE OF THE DATE THE BRIDGE WAS DEMOLISHED BUT THINK IT WAS IN THE
 HX1909'EARLY 1990'S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1268 ***********************************************************************
 GX1268  DESIGNATION -  D 206
 GX1268  PID         -  GX1268
 GX1268  STATE/COUNTY-  WV/FAYETTE
 GX1268  USGS QUAD   -  THURMOND (1988)
 GX1268
 GX1268                         *CURRENT SURVEY CONTROL
 GX1268  ___________________________________________________________________
 GX1268* NAD 83(1986)-  37 59 24.     (N)    081 01 17.     (W)     SCALED    
 GX1268* NAVD 88     -       393.949  (meters)    1292.48   (feet)  ADJUSTED  
 GX1268  ___________________________________________________________________
 GX1268  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX1268  DYNAMIC HT  -         393.636 (meters)    1291.45  (feet)  COMP
 GX1268  MODELED GRAV-     979,822.5   (mgal)                       NAVD 88
 GX1268
 GX1268  VERT ORDER  -  SECOND    CLASS 0
 GX1268
 GX1268.The horizontal coordinates were scaled from a topographic map and have
 GX1268.an estimated accuracy of +/- 6 seconds.
 GX1268
 GX1268.The orthometric height was determined by differential leveling
 GX1268.and adjusted by the National Geodetic Survey in June 1991..
 GX1268
 GX1268.The geoid height was determined by GEOID03.
 GX1268
 GX1268.The dynamic height is computed by dividing the NAVD 88
 GX1268.geopotential number by the normal gravity value computed on the
 GX1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1268.degrees latitude (g = 980.6199 gals.).
 GX1268
 GX1268.The modeled gravity was interpolated from observed gravity values.
 GX1268
 GX1268;                    North         East    Units  Estimated Accuracy
 GX1268;SPC WV S     -   109,880.      598,120.      MT  (+/- 180 meters Scaled)
 GX1268
 GX1268                          SUPERSEDED SURVEY CONTROL
 GX1268
 GX1268  NGVD 29 (??/??/92)  394.114  (m)         1293.02   (f) ADJ UNCH    2 0
 GX1268
 GX1268.Superseded values are not recommended for survey control.
 GX1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1268.See file dsdata.txt to determine how the superseded data were derived.
 GX1268
 GX1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC981047(NAD 83)
 GX1268_MARKER: DB = BENCH MARK DISK
 GX1268_SETTING: 66 = SET IN ROCK OUTCROP
 GX1268_SP_SET: ROCK CUT
 GX1268_STAMPING: D 206 1961
 GX1268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1268+STABILITY: POSITION/ELEVATION WELL
 GX1268
 GX1268  HISTORY     - Date     Condition        Report By
 GX1268  HISTORY     - 1961     MONUMENTED       CGS
 GX1268
 GX1268                          STATION DESCRIPTION
 GX1268
 GX1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1268'0.6 MI SE FROM SEWELL.
 GX1268'ABOUT 0.65 MILE SOUTHEAST ALONG A ROUGH MOUNTAIN ROAD FROM THE
 GX1268'CHESAPEAKE AND OHIO RAILWAY STATION AT SEWELL, ABOUT 0.2 MILE
 GX1268'SOUTHEAST OF A SIDE ROAD LEADING NORTH, SET VERTICALLY IN THE
 GX1268'EAST FACE AND NEAR THE CENTER OF A LONG LOW ROCK CUT, 19 FEET EAST
 GX1268'OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET ABOVE THE LEVEL OF THE
 GX1268'GROUND AND UNDER A SLIGHT OVERHANG AND 3 FEET ABOVE THE LEVEL OF
 GX1268'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0769 ***********************************************************************
 GX0769  DESIGNATION -  D 207
 GX0769  PID         -  GX0769
 GX0769  STATE/COUNTY-  WV/FAYETTE
 GX0769  USGS QUAD   -  DANESE (1987)
 GX0769
 GX0769                         *CURRENT SURVEY CONTROL
 GX0769  ___________________________________________________________________
 GX0769* NAD 83(1986)-  37 52 34.     (N)    080 58 27.     (W)     SCALED    
 GX0769* NAVD 88     -       637.334  (meters)    2090.99   (feet)  ADJUSTED  
 GX0769  ___________________________________________________________________
 GX0769  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX0769  DYNAMIC HT  -         636.812 (meters)    2089.27  (feet)  COMP
 GX0769  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 GX0769
 GX0769  VERT ORDER  -  SECOND    CLASS 0
 GX0769
 GX0769.The horizontal coordinates were scaled from a topographic map and have
 GX0769.an estimated accuracy of +/- 6 seconds.
 GX0769
 GX0769.The orthometric height was determined by differential leveling
 GX0769.and adjusted by the National Geodetic Survey in June 1991..
 GX0769
 GX0769.The geoid height was determined by GEOID03.
 GX0769
 GX0769.The dynamic height is computed by dividing the NAVD 88
 GX0769.geopotential number by the normal gravity value computed on the
 GX0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0769.degrees latitude (g = 980.6199 gals.).
 GX0769
 GX0769.The modeled gravity was interpolated from observed gravity values.
 GX0769
 GX0769;                    North         East    Units  Estimated Accuracy
 GX0769;SPC WV S     -    97,240.      602,270.      MT  (+/- 180 meters Scaled)
 GX0769
 GX0769                          SUPERSEDED SURVEY CONTROL
 GX0769
 GX0769  NGVD 29 (??/??/92)  637.492  (m)         2091.51   (f) ADJ UNCH    2 0
 GX0769
 GX0769.Superseded values are not recommended for survey control.
 GX0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0769.See file dsdata.txt to determine how the superseded data were derived.
 GX0769
 GX0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB022920(NAD 83)
 GX0769_MARKER: DB = BENCH MARK DISK
 GX0769_SETTING: 66 = SET IN ROCK OUTCROP
 GX0769_SP_SET: ROCK CUT
 GX0769_STAMPING: D 207 1961
 GX0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0769+STABILITY: POSITION/ELEVATION WELL
 GX0769
 GX0769  HISTORY     - Date     Condition        Report By
 GX0769  HISTORY     - 1961     MONUMENTED       CGS
 GX0769
 GX0769                          STATION DESCRIPTION
 GX0769
 GX0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0769'1.8 MI SW FROM LAYLAND.
 GX0769'ABOUT 1.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE CONCRETE
 GX0769'BLOCK CHURCH AT LAYLAND, 0.15 MILE NORTH OF THE NORTH END OF A 120
 GX0769'FOOT LONG BRIDGE OVER LAUREL CREEK, ABOUT 50 YARDS WEST AND
 GX0769'ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF A LARGE COAL
 GX0769'TIPPLE, SET VERTICALLY IN THE EAST FACE OF A LARGE ROCK CUT,
 GX0769'18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, DIRECTLY UNDER A
 GX0769'2 FOOT OVERHANG OF THE TOP OF THE CUT WHICH IS ABOUT 10 FEET ABOVE
 GX0769'THE MARK AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0802 ***********************************************************************
 GX0802  DESIGNATION -  D 208
 GX0802  PID         -  GX0802
 GX0802  STATE/COUNTY-  WV/SUMMERS
 GX0802  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0802
 GX0802                         *CURRENT SURVEY CONTROL
 GX0802  ___________________________________________________________________
 GX0802* NAD 83(1986)-  37 47 46.     (N)    080 51 48.     (W)     SCALED    
 GX0802* NAVD 88     -       447.651  (meters)    1468.67   (feet)  ADJUSTED  
 GX0802  ___________________________________________________________________
 GX0802  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0802  DYNAMIC HT  -         447.289 (meters)    1467.48  (feet)  COMP
 GX0802  MODELED GRAV-     979,808.3   (mgal)                       NAVD 88
 GX0802
 GX0802  VERT ORDER  -  SECOND    CLASS 0
 GX0802
 GX0802.The horizontal coordinates were scaled from a topographic map and have
 GX0802.an estimated accuracy of +/- 6 seconds.
 GX0802
 GX0802.The orthometric height was determined by differential leveling
 GX0802.and adjusted by the National Geodetic Survey in June 1991..
 GX0802
 GX0802.The geoid height was determined by GEOID03.
 GX0802
 GX0802.The dynamic height is computed by dividing the NAVD 88
 GX0802.geopotential number by the normal gravity value computed on the
 GX0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0802.degrees latitude (g = 980.6199 gals.).
 GX0802
 GX0802.The modeled gravity was interpolated from observed gravity values.
 GX0802
 GX0802;                    North         East    Units  Estimated Accuracy
 GX0802;SPC WV S     -    88,370.      612,040.      MT  (+/- 180 meters Scaled)
 GX0802
 GX0802                          SUPERSEDED SURVEY CONTROL
 GX0802
 GX0802  NGVD 29 (??/??/92)  447.822  (m)         1469.23   (f) ADJ UNCH    2 0
 GX0802
 GX0802.Superseded values are not recommended for survey control.
 GX0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0802.See file dsdata.txt to determine how the superseded data were derived.
 GX0802
 GX0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB120832(NAD 83)
 GX0802_MARKER: DB = BENCH MARK DISK
 GX0802_SETTING: 66 = SET IN ROCK OUTCROP
 GX0802_SP_SET: ROCK CUT
 GX0802_STAMPING: D 208 1961
 GX0802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0802+STABILITY: POSITION/ELEVATION WELL
 GX0802
 GX0802  HISTORY     - Date     Condition        Report By
 GX0802  HISTORY     - 1961     MONUMENTED       CGS
 GX0802
 GX0802                          STATION DESCRIPTION
 GX0802
 GX0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0802'3 MI NE FROM SANDSTONE.
 GX0802'ABOUT 2.95 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0802'CHESAPEAKE AND OHIO RAILWAY STATION AT SANDSTONE, AT THE OUTSIDE
 GX0802'OF A CURVE, SET VERTICALLY IN THE SOUTH FACE AND NEAR THE EAST
 GX0802'END OF A LONG ROCK CUT, NEAR THE JUNCTION OF A DRIVEWAY LEADING
 GX0802'TO A 2 STORY BRICK HOUSE, 22 FEET NORTH OF THE CENTER LINE OF
 GX0802'THE HIGHWAY, 30 FEET NORTHEAST OF THE CENTER OF THE JUNCTION,
 GX0802'27 FEET WEST OF THE NORTH END OF A 24-INCH PIPE CULVERT UNDER
 GX0802'THE HIGHWAY, 2 FEET ABOVE THE LEVEL OF THE GROUND AND 3 1/2
 GX0802'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0828 ***********************************************************************
 GX0828  DESIGNATION -  D 209
 GX0828  PID         -  GX0828
 GX0828  STATE/COUNTY-  WV/FAYETTE
 GX0828  USGS QUAD   -  RAINELLE (1976)
 GX0828
 GX0828                         *CURRENT SURVEY CONTROL
 GX0828  ___________________________________________________________________
 GX0828* NAD 83(1986)-  37 55 15.     (N)    080 49 47.     (W)     SCALED    
 GX0828* NAVD 88     -       751.018  (meters)    2463.96   (feet)  ADJUSTED  
 GX0828  ___________________________________________________________________
 GX0828  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX0828  DYNAMIC HT  -         750.381 (meters)    2461.88  (feet)  COMP
 GX0828  MODELED GRAV-     979,756.5   (mgal)                       NAVD 88
 GX0828
 GX0828  VERT ORDER  -  SECOND    CLASS 0
 GX0828
 GX0828.The horizontal coordinates were scaled from a topographic map and have
 GX0828.an estimated accuracy of +/- 6 seconds.
 GX0828
 GX0828.The orthometric height was determined by differential leveling
 GX0828.and adjusted by the National Geodetic Survey in June 1991..
 GX0828
 GX0828.The geoid height was determined by GEOID03.
 GX0828
 GX0828.The dynamic height is computed by dividing the NAVD 88
 GX0828.geopotential number by the normal gravity value computed on the
 GX0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0828.degrees latitude (g = 980.6199 gals.).
 GX0828
 GX0828.The modeled gravity was interpolated from observed gravity values.
 GX0828
 GX0828;                    North         East    Units  Estimated Accuracy
 GX0828;SPC WV S     -   102,220.      614,970.      MT  (+/- 180 meters Scaled)
 GX0828
 GX0828                          SUPERSEDED SURVEY CONTROL
 GX0828
 GX0828  NGVD 29 (??/??/92)  751.154  (m)         2464.41   (f) ADJ UNCH    2 0
 GX0828
 GX0828.Superseded values are not recommended for survey control.
 GX0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0828.See file dsdata.txt to determine how the superseded data were derived.
 GX0828
 GX0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB149970(NAD 83)
 GX0828_MARKER: DB = BENCH MARK DISK
 GX0828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0828_SP_SET: BRIDGE
 GX0828_STAMPING: D 209 1961
 GX0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0828
 GX0828  HISTORY     - Date     Condition        Report By
 GX0828  HISTORY     - 1961     MONUMENTED       CGS
 GX0828
 GX0828                          STATION DESCRIPTION
 GX0828
 GX0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0828'4.8 MI SW FROM RAINELLE.
 GX0828'ABOUT 4.75 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM ITS
 GX0828'JUNCTION WITH U.S. HIGHWAY 60 AT RAINELLE, ABOUT 6.65 MILES
 GX0828'NORTHEAST OF THE CHESAPEAKE AND OHIO RAILWAY STATION AT MEADOW
 GX0828'BRIDGE, AT BELLWOOD, SET ON TOP OF THE CONCRETE GUARD RAIL BASE
 GX0828'AND NEAR THE WEST CORNER OF A 30 FOOT CONCRETE BRIDGE OVER A SMALL
 GX0828'CREEK, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2
 GX0828'FEET SOUTHEAST OF THE NORTHWEST END OF THE GUARDRAIL AND 1/2-FOOT
 GX0828'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0491 ***********************************************************************
 JX0491  DESIGNATION -  D 21
 JX0491  PID         -  JX0491
 JX0491  STATE/COUNTY-  WV/MARSHALL
 JX0491  USGS QUAD   -  BUSINESSBURG (1976)
 JX0491
 JX0491                         *CURRENT SURVEY CONTROL
 JX0491  ___________________________________________________________________
 JX0491* NAD 83(1986)-  39 53 23.     (N)    080 47 36.     (W)     SCALED    
 JX0491* NAVD 88     -       197.324  (meters)     647.39   (feet)  ADJUSTED  
 JX0491  ___________________________________________________________________
 JX0491  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JX0491  DYNAMIC HT  -         197.214 (meters)     647.03  (feet)  COMP
 JX0491  MODELED GRAV-     980,065.0   (mgal)                       NAVD 88
 JX0491
 JX0491  VERT ORDER  -  FIRST     CLASS II
 JX0491
 JX0491.The horizontal coordinates were scaled from a topographic map and have
 JX0491.an estimated accuracy of +/- 6 seconds.
 JX0491
 JX0491.The orthometric height was determined by differential leveling
 JX0491.and adjusted by the National Geodetic Survey in June 1991..
 JX0491
 JX0491.The geoid height was determined by GEOID03.
 JX0491
 JX0491.The dynamic height is computed by dividing the NAVD 88
 JX0491.geopotential number by the normal gravity value computed on the
 JX0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0491.degrees latitude (g = 980.6199 gals.).
 JX0491
 JX0491.The modeled gravity was interpolated from observed gravity values.
 JX0491
 JX0491;                    North         East    Units  Estimated Accuracy
 JX0491;SPC WV N     -   155,080.      489,390.      MT  (+/- 180 meters Scaled)
 JX0491
 JX0491                          SUPERSEDED SURVEY CONTROL
 JX0491
 JX0491  NGVD 29 (??/??/92)  197.447  (m)          647.79   (f) ADJ UNCH    1 2
 JX0491
 JX0491.Superseded values are not recommended for survey control.
 JX0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0491.See file dsdata.txt to determine how the superseded data were derived.
 JX0491
 JX0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE176155(NAD 83)
 JX0491_MARKER: DB = BENCH MARK DISK
 JX0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0491_STAMPING: D 21 1935
 JX0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0491+STABILITY: SURFACE MOTION
 JX0491
 JX0491  HISTORY     - Date     Condition        Report By
 JX0491  HISTORY     - 1935     MONUMENTED       CGS
 JX0491  HISTORY     - 1957     GOOD             NGS
 JX0491  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0491
 JX0491                          STATION DESCRIPTION
 JX0491
 JX0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0491'6.8 MI N FROM WOODLANDS.
 JX0491'ABOUT 6.8 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0491'THE BRIDGE OVER FISH CREEK, ABOUT 5.4 MILES SOUTHWEST OF THE
 JX0491'STATION AT MOUNDSVILLE, NEAR MILEAGE POLE NO. 16+16, AT A
 JX0491'RAILROAD SIDING AT MC KEEFREY, AT THE NORTHWEST CORNER OF YARD OF
 JX0491'A RED BRICK RESIDENCE, 33 FEET EAST OF EAST RAIL OF MAIN TRACK,
 JX0491'117 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE, 62 1/2 FEET
 JX0491'SOUTHEAST AND ACROSS TRACK FROM POLE NO. 16+16, 6 FEET NORTHWEST
 JX0491'OF A 36-INCH ELM TREE, 1 1/2 FEET SOUTHEAST OF A CONCRETE WITNESS
 JX0491'POST, ABOUT 2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A
 JX0491'CONCRETE POST PROJECTING 1 INCH.
 JX0491
 JX0491                          STATION RECOVERY (1983)
 JX0491
 JX0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0491'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK BEING
 JX0491'FOUND, THE RED BRICK RESIDENCE HAS BEEN ABANDONED FOR SEVERAL YEARS
 JX0491'AND THE COMPLETE AREA IS NOW DENSE UNDERBRUSH.  COULD NOT OBTAIN EXACT
 JX0491'MEASUREMENTS IN ORDER TO RECOVER MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0839 ***********************************************************************
 GX0839  DESIGNATION -  D 210
 GX0839  PID         -  GX0839
 GX0839  STATE/COUNTY-  WV/GREENBRIER
 GX0839  USGS QUAD   -  RAINELLE (1976)
 GX0839
 GX0839                         *CURRENT SURVEY CONTROL
 GX0839  ___________________________________________________________________
 GX0839* NAD 83(1986)-  37 58 26.     (N)    080 45 29.     (W)     SCALED    
 GX0839* NAVD 88     -       732.302  (meters)    2402.56   (feet)  ADJUSTED  
 GX0839  ___________________________________________________________________
 GX0839  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GX0839  DYNAMIC HT  -         731.694 (meters)    2400.57  (feet)  COMP
 GX0839  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 GX0839
 GX0839  VERT ORDER  -  SECOND    CLASS 0
 GX0839
 GX0839.The horizontal coordinates were scaled from a topographic map and have
 GX0839.an estimated accuracy of +/- 6 seconds.
 GX0839
 GX0839.The orthometric height was determined by differential leveling
 GX0839.and adjusted by the National Geodetic Survey in June 1991..
 GX0839
 GX0839.The geoid height was determined by GEOID03.
 GX0839
 GX0839.The dynamic height is computed by dividing the NAVD 88
 GX0839.geopotential number by the normal gravity value computed on the
 GX0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0839.degrees latitude (g = 980.6199 gals.).
 GX0839
 GX0839.The modeled gravity was interpolated from observed gravity values.
 GX0839
 GX0839;                    North         East    Units  Estimated Accuracy
 GX0839;SPC WV S     -   108,120.      621,260.      MT  (+/- 180 meters Scaled)
 GX0839
 GX0839                          SUPERSEDED SURVEY CONTROL
 GX0839
 GX0839  NGVD 29 (??/??/92)  732.446  (m)         2403.03   (f) ADJ UNCH    2 0
 GX0839
 GX0839.Superseded values are not recommended for survey control.
 GX0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0839.See file dsdata.txt to determine how the superseded data were derived.
 GX0839
 GX0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC212029(NAD 83)
 GX0839_MARKER: DB = BENCH MARK DISK
 GX0839_SETTING: 66 = SET IN ROCK OUTCROP
 GX0839_SP_SET: ROCK LEDGE
 GX0839_STAMPING: D 210 1961
 GX0839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0839+STABILITY: POSITION/ELEVATION WELL
 GX0839
 GX0839  HISTORY     - Date     Condition        Report By
 GX0839  HISTORY     - 1961     MONUMENTED       CGS
 GX0839
 GX0839                          STATION DESCRIPTION
 GX0839
 GX0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0839'0.4 MI NE FROM EAST RAINELLE.
 GX0839'ABOUT 0.45 MILE NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0839'OFFICE AT EAST RAINELLE, NEAR THE EAST END OF THE TOWN, AT THE
 GX0839'OUTSIDE OF A CURVE, AT THE JUNCTION OF A NARROW ROAD LEADING
 GX0839'SOUTHEAST, SET ON THE TOP OF THE WEST CORNER OF A ROCK LEDGE THAT
 GX0839'PROJECTS OUT OF A HIGH BANK, 29 FEET SOUTHEAST OF THE CENTER LINE
 GX0839'OF THE HIGHWAY, 3 1/2 FEET NORTHEAST OF THE NORTHEAST END OF A 24
 GX0839'INCH PIPE CULVERT UNDER THE ROAD AND HIGHWAY, 1 FOOT EAST OF THE
 GX0839'WEST CORNER OF THE ROCK, 1 FOOT ABOVE THE LEVEL OF THE HEADWALL
 GX0839'OF THE CULVERT AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0855 ***********************************************************************
 GX0855  DESIGNATION -  D 211
 GX0855  PID         -  GX0855
 GX0855  STATE/COUNTY-  WV/SUMMERS
 GX0855  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0855
 GX0855                         *CURRENT SURVEY CONTROL
 GX0855  ___________________________________________________________________
 GX0855* NAD 83(1986)-  37 45 38.     (N)    080 46 21.     (W)     SCALED    
 GX0855* NAVD 88     -       844.845  (meters)    2771.80   (feet)  ADJUSTED  
 GX0855  ___________________________________________________________________
 GX0855  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX0855  DYNAMIC HT  -         844.124 (meters)    2769.43  (feet)  COMP
 GX0855  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 GX0855
 GX0855  VERT ORDER  -  SECOND    CLASS 0
 GX0855
 GX0855.The horizontal coordinates were scaled from a topographic map and have
 GX0855.an estimated accuracy of +/- 6 seconds.
 GX0855
 GX0855.The orthometric height was determined by differential leveling
 GX0855.and adjusted by the National Geodetic Survey in June 1991..
 GX0855
 GX0855.The geoid height was determined by GEOID03.
 GX0855
 GX0855.The dynamic height is computed by dividing the NAVD 88
 GX0855.geopotential number by the normal gravity value computed on the
 GX0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0855.degrees latitude (g = 980.6199 gals.).
 GX0855
 GX0855.The modeled gravity was interpolated from observed gravity values.
 GX0855
 GX0855;                    North         East    Units  Estimated Accuracy
 GX0855;SPC WV S     -    84,440.      620,050.      MT  (+/- 180 meters Scaled)
 GX0855
 GX0855                          SUPERSEDED SURVEY CONTROL
 GX0855
 GX0855  NGVD 29 (??/??/92)  844.999  (m)         2772.30   (f) ADJ UNCH    2 0
 GX0855
 GX0855.Superseded values are not recommended for survey control.
 GX0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0855.See file dsdata.txt to determine how the superseded data were derived.
 GX0855
 GX0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB200792(NAD 83)
 GX0855_MARKER: DB = BENCH MARK DISK
 GX0855_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0855_SP_SET: UNSPECIFIED ROCK
 GX0855_STAMPING: D 211 1961
 GX0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0855
 GX0855  HISTORY     - Date     Condition        Report By
 GX0855  HISTORY     - 1961     MONUMENTED       CGS
 GX0855
 GX0855                          STATION DESCRIPTION
 GX0855
 GX0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0855'8.4 MI SE FROM SANDSTONE.
 GX0855'0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE CHESAPEAKE AND
 GX0855'OHIO RAILWAY STATION AT SANDSTONE, THENCE 8.05 MILES SOUTHEAST
 GX0855'ALONG THE SANDSTONE-RAMP ROAD, ABOUT 0.7 MILE NORTH OF THE
 GX0855'LIVELY SCHOOL, ON THE NORTHWEST SLOPE OF A MOUNTAIN, AT THE
 GX0855'OUTSIDE OF A LONG CURVE, NEAR THE JUNCTION OF A GRADED ROAD
 GX0855'LEADING NORTHWEST, SET ON THE TOP OF A ROCK THAT IS 10 FEET
 GX0855'LONG AND 4 FEET WIDE, 52 FEET NORTHWEST OF THE CENTER OF THE
 GX0855'JUNCTION, 12 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD
 GX0855'LEADING NORTHWEST, ABOUT LEVEL WITH THE JUNCTION AND 2 FEET
 GX0855'ABOVE THE LEVEL OF THE ROAD LEADING NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0872 ***********************************************************************
 GX0872  DESIGNATION -  D 212
 GX0872  PID         -  GX0872
 GX0872  STATE/COUNTY-  WV/SUMMERS
 GX0872  USGS QUAD   -  ALDERSON (1976)
 GX0872
 GX0872                         *CURRENT SURVEY CONTROL
 GX0872  ___________________________________________________________________
 GX0872* NAD 83(1986)-  37 43 40.     (N)    080 40 36.     (W)     SCALED    
 GX0872* NAVD 88     -       471.724  (meters)    1547.65   (feet)  ADJUSTED  
 GX0872  ___________________________________________________________________
 GX0872  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX0872  DYNAMIC HT  -         471.339 (meters)    1546.38  (feet)  COMP
 GX0872  MODELED GRAV-     979,798.2   (mgal)                       NAVD 88
 GX0872
 GX0872  VERT ORDER  -  FIRST     CLASS II
 GX0872
 GX0872.The horizontal coordinates were scaled from a topographic map and have
 GX0872.an estimated accuracy of +/- 6 seconds.
 GX0872
 GX0872.The orthometric height was determined by differential leveling
 GX0872.and adjusted by the National Geodetic Survey in June 1991..
 GX0872
 GX0872.The geoid height was determined by GEOID03.
 GX0872
 GX0872.The dynamic height is computed by dividing the NAVD 88
 GX0872.geopotential number by the normal gravity value computed on the
 GX0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0872.degrees latitude (g = 980.6199 gals.).
 GX0872
 GX0872.The modeled gravity was interpolated from observed gravity values.
 GX0872
 GX0872;                    North         East    Units  Estimated Accuracy
 GX0872;SPC WV S     -    80,830.      628,500.      MT  (+/- 180 meters Scaled)
 GX0872
 GX0872                          SUPERSEDED SURVEY CONTROL
 GX0872
 GX0872  NGVD 29 (??/??/92)  471.899  (m)         1548.22   (f) ADJ UNCH    1 2
 GX0872
 GX0872.Superseded values are not recommended for survey control.
 GX0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0872.See file dsdata.txt to determine how the superseded data were derived.
 GX0872
 GX0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB284756(NAD 83)
 GX0872_MARKER: DB = BENCH MARK DISK
 GX0872_SETTING: 66 = SET IN ROCK OUTCROP
 GX0872_SP_SET: ROCK CUT
 GX0872_STAMPING: D 212 1961
 GX0872_MARK LOGO: CGS   
 GX0872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0872+STABILITY: POSITION/ELEVATION WELL
 GX0872
 GX0872  HISTORY     - Date     Condition        Report By
 GX0872  HISTORY     - 1961     MONUMENTED       CGS
 GX0872  HISTORY     - 1983     GOOD             NGS
 GX0872
 GX0872                          STATION DESCRIPTION
 GX0872
 GX0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0872'2.4 MI W FROM ALDERSON.
 GX0872'ABOUT 2.35 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0872'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE ABOUT 100
 GX0872'YARDS WEST ALONG A BLACK TOP ROAD, ON THE OUTSIDE OF A CURVE, SET
 GX0872'VERTICALLY IN THE SOUTH FACE OF A ROCK CUT THAT IS ABOUT 5 FEET
 GX0872'HIGH, 50 YARDS SOUTHEAST OF THE NORTHWEST PART OF THE ROCK CUT,
 GX0872'17 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET ABOVE
 GX0872'THE LEVEL OF THE GROUND AND 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 GX0872
 GX0872                          STATION RECOVERY (1983)
 GX0872
 GX0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0896 ***********************************************************************
 GX0896  DESIGNATION -  D 213
 GX0896  PID         -  GX0896
 GX0896  STATE/COUNTY-  WV/SUMMERS
 GX0896  USGS QUAD   -  DAWSON (1971)
 GX0896
 GX0896                         *CURRENT SURVEY CONTROL
 GX0896  ___________________________________________________________________
 GX0896* NAD 83(1986)-  37 46 08.     (N)    080 43 19.     (W)     SCALED    
 GX0896* NAVD 88     -      1093.675  (meters)    3588.17   (feet)  ADJUSTED  
 GX0896  ___________________________________________________________________
 GX0896  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GX0896  DYNAMIC HT  -        1092.775 (meters)    3585.21  (feet)  COMP
 GX0896  MODELED GRAV-     979,767.0   (mgal)                       NAVD 88
 GX0896
 GX0896  VERT ORDER  -  SECOND    CLASS 0
 GX0896
 GX0896.The horizontal coordinates were scaled from a topographic map and have
 GX0896.an estimated accuracy of +/- 6 seconds.
 GX0896
 GX0896.The orthometric height was determined by differential leveling
 GX0896.and adjusted by the National Geodetic Survey in June 1991..
 GX0896
 GX0896.The geoid height was determined by GEOID03.
 GX0896
 GX0896.The dynamic height is computed by dividing the NAVD 88
 GX0896.geopotential number by the normal gravity value computed on the
 GX0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0896.degrees latitude (g = 980.6199 gals.).
 GX0896
 GX0896.The modeled gravity was interpolated from observed gravity values.
 GX0896
 GX0896;                    North         East    Units  Estimated Accuracy
 GX0896;SPC WV S     -    85,370.      624,500.      MT  (+/- 180 meters Scaled)
 GX0896
 GX0896                          SUPERSEDED SURVEY CONTROL
 GX0896
 GX0896  NGVD 29 (??/??/92) 1093.862  (m)         3588.78   (f) ADJ UNCH    2 0
 GX0896
 GX0896.Superseded values are not recommended for survey control.
 GX0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0896.See file dsdata.txt to determine how the superseded data were derived.
 GX0896
 GX0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB244802(NAD 83)
 GX0896_MARKER: DB = BENCH MARK DISK
 GX0896_SETTING: 66 = SET IN ROCK OUTCROP
 GX0896_SP_SET: ROCK LEDGE
 GX0896_STAMPING: D 213 1961
 GX0896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0896+STABILITY: POSITION/ELEVATION WELL
 GX0896
 GX0896  HISTORY     - Date     Condition        Report By
 GX0896  HISTORY     - 1961     MONUMENTED       CGS
 GX0896
 GX0896                          STATION DESCRIPTION
 GX0896
 GX0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0896'12.8 MI NW FROM ALDERSON.
 GX0896'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0896'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 5.75 MILES
 GX0896'WEST ALONG A BLACK TOP ROAD, THENCE 4.7 MILES NORTH ALONG A
 GX0896'GRADED ROAD LEADING TO THE KEENEY MOUNTAIN FIRE TOWER, 1.05 MILES
 GX0896'SOUTHWEST OF THE TOWER, SET VERTICALLY IN THE NORTHWEST FACE OF
 GX0896'A LEDGE OF ROCK, LEDGE IS 20 FEET LONG AND 4 1/2 FEET HIGH, 12
 GX0896'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 9 1/2 FEET NORTHEAST
 GX0896'OF THE SOUTHWEST END OF THE ROCK, AND 2 FEET ABOVE THE LEVEL OF
 GX0896'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0910 ***********************************************************************
 GX0910  DESIGNATION -  D 214
 GX0910  PID         -  GX0910
 GX0910  STATE/COUNTY-  WV/GREENBRIER
 GX0910  USGS QUAD   -  DAWSON (1971)
 GX0910
 GX0910                         *CURRENT SURVEY CONTROL
 GX0910  ___________________________________________________________________
 GX0910* NAD 83(1986)-  37 50 39.     (N)    080 42 02.     (W)     SCALED    
 GX0910* NAVD 88     -       745.506  (meters)    2445.88   (feet)  ADJUSTED  
 GX0910  ___________________________________________________________________
 GX0910  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX0910  DYNAMIC HT  -         744.876 (meters)    2443.81  (feet)  COMP
 GX0910  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 GX0910
 GX0910  VERT ORDER  -  SECOND    CLASS 0
 GX0910
 GX0910.The horizontal coordinates were scaled from a topographic map and have
 GX0910.an estimated accuracy of +/- 6 seconds.
 GX0910
 GX0910.The orthometric height was determined by differential leveling
 GX0910.and adjusted by the National Geodetic Survey in June 1991..
 GX0910
 GX0910.The geoid height was determined by GEOID03.
 GX0910
 GX0910.The dynamic height is computed by dividing the NAVD 88
 GX0910.geopotential number by the normal gravity value computed on the
 GX0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0910.degrees latitude (g = 980.6199 gals.).
 GX0910
 GX0910.The modeled gravity was interpolated from observed gravity values.
 GX0910
 GX0910;                    North         East    Units  Estimated Accuracy
 GX0910;SPC WV S     -    93,740.      626,360.      MT  (+/- 180 meters Scaled)
 GX0910
 GX0910                          SUPERSEDED SURVEY CONTROL
 GX0910
 GX0910  NGVD 29 (??/??/92)  745.653  (m)         2446.36   (f) ADJ UNCH    2 0
 GX0910
 GX0910.Superseded values are not recommended for survey control.
 GX0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0910.See file dsdata.txt to determine how the superseded data were derived.
 GX0910
 GX0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB263885(NAD 83)
 GX0910_MARKER: DB = BENCH MARK DISK
 GX0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0910_STAMPING: D 214 1961
 GX0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0910+STABILITY: SURFACE MOTION
 GX0910
 GX0910  HISTORY     - Date     Condition        Report By
 GX0910  HISTORY     - 1961     MONUMENTED       CGS
 GX0910
 GX0910                          STATION DESCRIPTION
 GX0910
 GX0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0910'1.4 MI S FROM DAWSON.
 GX0910'ABOUT 1.4 MILES SOUTH ALONG A BLACK TOP ROAD FROM A T ROAD
 GX0910'JUNCTION AT DAWSON, ABOUT 73 YARDS WEST OF THE SOUTHWEST CORNER
 GX0910'OF THE OLD THOMPSON SCHOOL BUILDING, AT A ROAD JUNCTION, 42
 GX0910'FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 18 FEET NORTH
 GX0910'OF THE CENTER LINE OF A GRADED ROAD, 10 FEET EAST OF THE SOUTHEAST
 GX0910'CORNER OF A TWO-CAR GARAGE AND TOOL SHED, 2 FEET EAST OF A
 GX0910'POWER LINE JUNCTION POLE, 1 1/2 FEET WEST OF A STEEL METAL
 GX0910'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN
 GX0910'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 GX0910'OF THE GROUND.  NOTE-- MARK MAY BE REACHED BY FOLLOWING A BLACK
 GX0910'TOP ROAD FOR 1.9 MILES FROM THE POST OFFICE AT GRASSY MEADOWS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1327 ***********************************************************************
 HX1327  DESIGNATION -  D 215
 HX1327  PID         -  HX1327
 HX1327  STATE/COUNTY-  WV/GREENBRIER
 HX1327  USGS QUAD   -  QUINWOOD (1995)
 HX1327
 HX1327                         *CURRENT SURVEY CONTROL
 HX1327  ___________________________________________________________________
 HX1327* NAD 83(1986)-  38 01 05.     (N)    080 39 21.     (W)     SCALED    
 HX1327* NAVD 88     -       788.563  (meters)    2587.14   (feet)  ADJUSTED  
 HX1327  ___________________________________________________________________
 HX1327  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HX1327  DYNAMIC HT  -         787.893 (meters)    2584.95  (feet)  COMP
 HX1327  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 HX1327
 HX1327  VERT ORDER  -  SECOND    CLASS 0
 HX1327
 HX1327.The horizontal coordinates were scaled from a topographic map and have
 HX1327.an estimated accuracy of +/- 6 seconds.
 HX1327
 HX1327.The orthometric height was determined by differential leveling
 HX1327.and adjusted by the National Geodetic Survey in June 1991..
 HX1327
 HX1327.The geoid height was determined by GEOID03.
 HX1327
 HX1327.The dynamic height is computed by dividing the NAVD 88
 HX1327.geopotential number by the normal gravity value computed on the
 HX1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1327.degrees latitude (g = 980.6199 gals.).
 HX1327
 HX1327.The modeled gravity was interpolated from observed gravity values.
 HX1327
 HX1327;                    North         East    Units  Estimated Accuracy
 HX1327;SPC WV S     -   113,050.      630,220.      MT  (+/- 180 meters Scaled)
 HX1327
 HX1327                          SUPERSEDED SURVEY CONTROL
 HX1327
 HX1327  NGVD 29 (??/??/92)  788.687  (m)         2587.55   (f) ADJ UNCH    2 0
 HX1327
 HX1327.Superseded values are not recommended for survey control.
 HX1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1327.See file dsdata.txt to determine how the superseded data were derived.
 HX1327
 HX1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC302078(NAD 83)
 HX1327_MARKER: DB = BENCH MARK DISK
 HX1327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1327_SP_SET: ABUTMENT
 HX1327_STAMPING: D 215 1961
 HX1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1327
 HX1327  HISTORY     - Date     Condition        Report By
 HX1327  HISTORY     - 1961     MONUMENTED       CGS
 HX1327
 HX1327                          STATION DESCRIPTION
 HX1327
 HX1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1327'4.2 MI N FROM RUPERT.
 HX1327'ABOUT 4.25 MILES NORTH ALONG A BLACK TOP ROAD FROM THE HIGH
 HX1327'SCHOOL BUILDING AT RUPERT, AT A 35 FOOT BRIDGE OVER BROWN CREEK,
 HX1327'SET ON THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT
 HX1327'OF THE CHESAPEAKE AND OHIO RAILWAY BRIDGE NO. 47 OVER BROWN
 HX1327'CREEK, 27 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 6 FEET
 HX1327'NORTH OF THE NORTH RAIL AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1013 ***********************************************************************
 GX1013  DESIGNATION -  D 216
 GX1013  PID         -  GX1013
 GX1013  STATE/COUNTY-  WV/GREENBRIER
 GX1013  USGS QUAD   -  ASBURY (1979)
 GX1013
 GX1013                         *CURRENT SURVEY CONTROL
 GX1013  ___________________________________________________________________
 GX1013* NAD 83(1986)-  37 49 40.     (N)    080 31 56.     (W)     SCALED    
 GX1013* NAVD 88     -       764.869  (meters)    2509.41   (feet)  ADJUSTED  
 GX1013  ___________________________________________________________________
 GX1013  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX1013  DYNAMIC HT  -         764.237 (meters)    2507.33  (feet)  COMP
 GX1013  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 GX1013
 GX1013  VERT ORDER  -  SECOND    CLASS 0
 GX1013
 GX1013.The horizontal coordinates were scaled from a topographic map and have
 GX1013.an estimated accuracy of +/- 6 seconds.
 GX1013
 GX1013.The orthometric height was determined by differential leveling
 GX1013.and adjusted by the National Geodetic Survey in June 1991..
 GX1013
 GX1013.The geoid height was determined by GEOID03.
 GX1013
 GX1013.The dynamic height is computed by dividing the NAVD 88
 GX1013.geopotential number by the normal gravity value computed on the
 GX1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1013.degrees latitude (g = 980.6199 gals.).
 GX1013
 GX1013.The modeled gravity was interpolated from observed gravity values.
 GX1013
 GX1013;                    North         East    Units  Estimated Accuracy
 GX1013;SPC WV S     -    91,980.      641,180.      MT  (+/- 180 meters Scaled)
 GX1013
 GX1013                          SUPERSEDED SURVEY CONTROL
 GX1013
 GX1013  NGVD 29 (??/??/92)  765.027  (m)         2509.93   (f) ADJ UNCH    2 0
 GX1013
 GX1013.Superseded values are not recommended for survey control.
 GX1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1013.See file dsdata.txt to determine how the superseded data were derived.
 GX1013
 GX1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB411868(NAD 83)
 GX1013_MARKER: DB = BENCH MARK DISK
 GX1013_SETTING: 66 = SET IN ROCK OUTCROP
 GX1013_SP_SET: ROCK
 GX1013_STAMPING: D 216 1961
 GX1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1013+STABILITY: POSITION/ELEVATION WELL
 GX1013
 GX1013  HISTORY     - Date     Condition        Report By
 GX1013  HISTORY     - 1961     MONUMENTED       CGS
 GX1013
 GX1013                          STATION DESCRIPTION
 GX1013
 GX1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1013'2 MI NW FROM ASBURY.
 GX1013'ABOUT 2.05 MILES NORTHEAST ALONG COUNTY ROAD NO. 33 FROM A
 GX1013'ROAD JUNCTION AT ASBURY, 0.85 MILE WEST OF THE WOOD MEMORIAL
 GX1013'CHURCH, NEAR THE JUNCTION OF A GRADED ROAD, SET ON THE TOP OF
 GX1013'THE NORTH CORNER OF A ROCK THAT PROJECTS OF A 4 FOOT HIGH BANK,
 GX1013'30 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 12 FEET SOUTH
 GX1013'OF THE CENTER LINE OF THE COUNTY ROAD, 1 FOOT SOUTH OF THE NORTH
 GX1013'CORNER OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1029 ***********************************************************************
 GX1029  DESIGNATION -  D 217
 GX1029  PID         -  GX1029
 GX1029  STATE/COUNTY-  WV/GREENBRIER
 GX1029  USGS QUAD   -  DAWSON (1971)
 GX1029
 GX1029                         *CURRENT SURVEY CONTROL
 GX1029  ___________________________________________________________________
 GX1029* NAD 83(1986)-  37 50 20.     (N)    080 38 46.     (W)     SCALED    
 GX1029* NAVD 88     -       616.228  (meters)    2021.74   (feet)  ADJUSTED  
 GX1029  ___________________________________________________________________
 GX1029  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX1029  DYNAMIC HT  -         615.720 (meters)    2020.07  (feet)  COMP
 GX1029  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 GX1029
 GX1029  VERT ORDER  -  SECOND    CLASS 0
 GX1029
 GX1029.The horizontal coordinates were scaled from a topographic map and have
 GX1029.an estimated accuracy of +/- 6 seconds.
 GX1029
 GX1029.The orthometric height was determined by differential leveling
 GX1029.and adjusted by the National Geodetic Survey in June 1991..
 GX1029
 GX1029.The geoid height was determined by GEOID03.
 GX1029
 GX1029.The dynamic height is computed by dividing the NAVD 88
 GX1029.geopotential number by the normal gravity value computed on the
 GX1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1029.degrees latitude (g = 980.6199 gals.).
 GX1029
 GX1029.The modeled gravity was interpolated from observed gravity values.
 GX1029
 GX1029;                    North         East    Units  Estimated Accuracy
 GX1029;SPC WV S     -    93,170.      631,150.      MT  (+/- 180 meters Scaled)
 GX1029
 GX1029                          SUPERSEDED SURVEY CONTROL
 GX1029
 GX1029  NGVD 29 (??/??/92)  616.384  (m)         2022.25   (f) ADJ UNCH    2 0
 GX1029
 GX1029.Superseded values are not recommended for survey control.
 GX1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1029.See file dsdata.txt to determine how the superseded data were derived.
 GX1029
 GX1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB311879(NAD 83)
 GX1029_MARKER: DB = BENCH MARK DISK
 GX1029_SETTING: 66 = SET IN ROCK OUTCROP
 GX1029_SP_SET: ROCK CUT
 GX1029_STAMPING: D 217 1961
 GX1029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1029+STABILITY: POSITION/ELEVATION WELL
 GX1029
 GX1029  HISTORY     - Date     Condition        Report By
 GX1029  HISTORY     - 1961     MONUMENTED       CGS
 GX1029
 GX1029                          STATION DESCRIPTION
 GX1029
 GX1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1029'1.6 MI NW FROM BLUE SULPHUR SPRINGS.
 GX1029'ABOUT 0.9 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE G.O.E.
 GX1029'MEMORIAL CHURCH AT BLUE SULPHUR SPRINGS, THENCE 0.7 MILE
 GX1029'NORTHWESTERLY ALONG A GRADED ROAD, ON THE SOUTHEAST SLOPE OF A
 GX1029'MOUNTAIN, AT THE INSIDE OF A CURVE, SET VERTICALLY IN THE WEST
 GX1029'FACE OF A TRIANGULAR SHAPED ROCK THAT IS 4 FEET LONG AND HIGH AND
 GX1029'IS PART OF A SHALEY ROCK CUT, 13 FEET NORTHEAST OF THE CENTER
 GX1029'LINE OF THE ROAD, 1 FOOT NORTH OF THE SOUTH CORNER OF THE ROCK
 GX1029'AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1977 ***********************************************************************
 HX1977  DESIGNATION -  D 218
 HX1977  PID         -  HX1977
 HX1977  STATE/COUNTY-  WV/FAYETTE
 HX1977  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1977
 HX1977                         *CURRENT SURVEY CONTROL
 HX1977  ___________________________________________________________________
 HX1977* NAD 83(1986)-  38 12 43.     (N)    081 08 26.     (W)     SCALED    
 HX1977* NAVD 88     -       241.211  (meters)     791.37   (feet)  ADJUSTED  
 HX1977  ___________________________________________________________________
 HX1977  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HX1977  DYNAMIC HT  -         241.038 (meters)     790.81  (feet)  COMP
 HX1977  MODELED GRAV-     979,907.0   (mgal)                       NAVD 88
 HX1977
 HX1977  VERT ORDER  -  SECOND    CLASS 0
 HX1977
 HX1977.The horizontal coordinates were scaled from a topographic map and have
 HX1977.an estimated accuracy of +/- 6 seconds.
 HX1977
 HX1977.The orthometric height was determined by differential leveling
 HX1977.and adjusted by the National Geodetic Survey in June 1991..
 HX1977
 HX1977.The geoid height was determined by GEOID03.
 HX1977
 HX1977.The dynamic height is computed by dividing the NAVD 88
 HX1977.geopotential number by the normal gravity value computed on the
 HX1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1977.degrees latitude (g = 980.6199 gals.).
 HX1977
 HX1977.The modeled gravity was interpolated from observed gravity values.
 HX1977
 HX1977;                    North         East    Units  Estimated Accuracy
 HX1977;SPC WV S     -   134,520.      587,690.      MT  (+/- 180 meters Scaled)
 HX1977
 HX1977                          SUPERSEDED SURVEY CONTROL
 HX1977
 HX1977  NGVD 29 (??/??/92)  241.396  (m)          791.98   (f) ADJ UNCH    2 0
 HX1977
 HX1977.Superseded values are not recommended for survey control.
 HX1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1977.See file dsdata.txt to determine how the superseded data were derived.
 HX1977
 HX1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC876293(NAD 83)
 HX1977_MARKER: DB = BENCH MARK DISK
 HX1977_SETTING: 66 = SET IN ROCK OUTCROP
 HX1977_SP_SET: ROCK LEDGE
 HX1977_STAMPING: D 218 1961
 HX1977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1977+STABILITY: POSITION/ELEVATION WELL
 HX1977
 HX1977  HISTORY     - Date     Condition        Report By
 HX1977  HISTORY     - 1961     MONUMENTED       CGS
 HX1977
 HX1977                          STATION DESCRIPTION
 HX1977
 HX1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1977'1.3 MI SE FROM BEECH GLEN.
 HX1977'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SOUTHWEST
 HX1977'END OF THE CHESAPEAKE AND OHIO RAILWAY BRIDGE OVER GAULEY RIVER
 HX1977'AT BEECH GLEN, 0.75 MILE SOUTHEAST OF THE COAL TIPPLES AT JODI,
 HX1977'NEAR THE CROSSING OF THE C AND O RAILWAY, SET ON THE TOP OF A
 HX1977'15-BY-20 FOOT ROCK THAT PROJECTS 4 FEET OUT OF THE GROUND, 20 FEET
 HX1977'NORTHEAST OF THE CENTER LINE OF THE ROAD, 15 FEET NORTH OF THE
 HX1977'NORTH CORNER OF A 25 FOOT WOODEN BRIDGE OVER RICH CREEK, 12 FEET
 HX1977'NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK AND 4 FEET ABOVE THE
 HX1977'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1999 ***********************************************************************
 HX1999  DESIGNATION -  D 219
 HX1999  PID         -  HX1999
 HX1999  STATE/COUNTY-  WV/FAYETTE
 HX1999  USGS QUAD   -  ANSTED (1976)
 HX1999
 HX1999                         *CURRENT SURVEY CONTROL
 HX1999  ___________________________________________________________________
 HX1999* NAD 83(1986)-  38 07 39.     (N)    081 03 15.     (W)     SCALED    
 HX1999* NAVD 88     -       482.254  (meters)    1582.19   (feet)  ADJUSTED  
 HX1999  ___________________________________________________________________
 HX1999  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX1999  DYNAMIC HT  -         481.890 (meters)    1581.00  (feet)  COMP
 HX1999  MODELED GRAV-     979,859.1   (mgal)                       NAVD 88
 HX1999
 HX1999  VERT ORDER  -  SECOND    CLASS 0
 HX1999
 HX1999.The horizontal coordinates were scaled from a topographic map and have
 HX1999.an estimated accuracy of +/- 6 seconds.
 HX1999
 HX1999.The orthometric height was determined by differential leveling
 HX1999.and adjusted by the National Geodetic Survey in June 1991..
 HX1999
 HX1999.The geoid height was determined by GEOID03.
 HX1999
 HX1999.The dynamic height is computed by dividing the NAVD 88
 HX1999.geopotential number by the normal gravity value computed on the
 HX1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1999.degrees latitude (g = 980.6199 gals.).
 HX1999
 HX1999.The modeled gravity was interpolated from observed gravity values.
 HX1999
 HX1999;                    North         East    Units  Estimated Accuracy
 HX1999;SPC WV S     -   125,140.      595,250.      MT  (+/- 180 meters Scaled)
 HX1999
 HX1999                          SUPERSEDED SURVEY CONTROL
 HX1999
 HX1999  NGVD 29 (??/??/92)  482.429  (m)         1582.77   (f) ADJ UNCH    2 0
 HX1999
 HX1999.Superseded values are not recommended for survey control.
 HX1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1999.See file dsdata.txt to determine how the superseded data were derived.
 HX1999
 HX1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC952199(NAD 83)
 HX1999_MARKER: DB = BENCH MARK DISK
 HX1999_SETTING: 66 = SET IN ROCK OUTCROP
 HX1999_SP_SET: ROCK OUTCROP
 HX1999_STAMPING: D 219 1961
 HX1999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1999+STABILITY: POSITION/ELEVATION WELL
 HX1999
 HX1999  HISTORY     - Date     Condition        Report By
 HX1999  HISTORY     - 1961     MONUMENTED       CGS
 HX1999
 HX1999                          STATION DESCRIPTION
 HX1999
 HX1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1999'2.7 MI SE FROM ANSTED.
 HX1999'ABOUT 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1999'HIGH SCHOOL AT ANSTED, 0.2 MILE EAST OF THE MOUNTAIN TERRACE
 HX1999'RESTAURANT AND TRUCK STOP, ON TOP OF A 3-BY-2 FOOT OUTCROP IN AN
 HX1999'OPEN GRASS LOT IN FRONT OF A WHITE FRAME HOUSE, 38 FEET SOUTH OF
 HX1999'THE CENTER LINE OF THE HIGHWAY, 115 FEET SOUTHEAST OF THE CENTER
 HX1999'LINE OF AN ENTRANCE DRIVE TO THE MASSEY AIRPORT, 14 FEET SOUTHEAST
 HX1999'OF POWER LINE POLE NO.419D26, 238 1/2 FEET WEST OF BENCH MARK B
 HX1999'219 AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0504 ***********************************************************************
 JX0504  DESIGNATION -  D 22
 JX0504  PID         -  JX0504
 JX0504  STATE/COUNTY-  WV/MARSHALL
 JX0504  USGS QUAD   -  GLEN EASTON (1976)
 JX0504
 JX0504                         *CURRENT SURVEY CONTROL
 JX0504  ___________________________________________________________________
 JX0504* NAD 83(1986)-  39 50 27.     (N)    080 42 36.     (W)     SCALED    
 JX0504* NAVD 88     -       236.592  (meters)     776.22   (feet)  ADJUSTED  
 JX0504  ___________________________________________________________________
 JX0504  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JX0504  DYNAMIC HT  -         236.458 (meters)     775.78  (feet)  COMP
 JX0504  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 JX0504
 JX0504  VERT ORDER  -  FIRST     CLASS II
 JX0504
 JX0504.The horizontal coordinates were scaled from a topographic map and have
 JX0504.an estimated accuracy of +/- 6 seconds.
 JX0504
 JX0504.The orthometric height was determined by differential leveling
 JX0504.and adjusted by the National Geodetic Survey in June 1991..
 JX0504
 JX0504.The geoid height was determined by GEOID03.
 JX0504
 JX0504.The dynamic height is computed by dividing the NAVD 88
 JX0504.geopotential number by the normal gravity value computed on the
 JX0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0504.degrees latitude (g = 980.6199 gals.).
 JX0504
 JX0504.The modeled gravity was interpolated from observed gravity values.
 JX0504
 JX0504;                    North         East    Units  Estimated Accuracy
 JX0504;SPC WV N     -   149,550.      496,440.      MT  (+/- 180 meters Scaled)
 JX0504
 JX0504                          SUPERSEDED SURVEY CONTROL
 JX0504
 JX0504  NGVD 29 (??/??/92)  236.739  (m)          776.70   (f) ADJ UNCH    1 2
 JX0504
 JX0504.Superseded values are not recommended for survey control.
 JX0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0504.See file dsdata.txt to determine how the superseded data were derived.
 JX0504
 JX0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE248101(NAD 83)
 JX0504_MARKER: DB = BENCH MARK DISK
 JX0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0504_STAMPING: D 22 1935
 JX0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0504+STABILITY: SURFACE MOTION
 JX0504
 JX0504  HISTORY     - Date     Condition        Report By
 JX0504  HISTORY     - 1935     MONUMENTED       CGS
 JX0504
 JX0504                          STATION DESCRIPTION
 JX0504
 JX0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0504'AT ROSEBY ROCK.
 JX0504'AT ROSEBY ROCK, MARSHALL COUNTY, ABOUT 285 FEET WEST OF THE
 JX0504'BALTIMORE AND OHIO RAILROAD STATION, 87 FEET EAST OF THE POST
 JX0504'OFFICE AND STORE, 36 FEET SOUTH OF THE SOUTH RAIL OF THE
 JX0504'MAIN TRACK, AND MIDWAY BETWEEN POLES 362+3 AND 362+4.  A
 JX0504'STANDARD DISK, STAMPED D 22 1935 AND SET IN THE TOP OF A CONCRETE
 JX0504'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1962 ***********************************************************************
 HX1962  DESIGNATION -  D 220
 HX1962  PID         -  HX1962
 HX1962  STATE/COUNTY-  WV/FAYETTE
 HX1962  USGS QUAD   -  ANSTED (1976)
 HX1962
 HX1962                         *CURRENT SURVEY CONTROL
 HX1962  ___________________________________________________________________
 HX1962* NAD 83(1986)-  38 12 02.     (N)    081 00 46.     (W)     SCALED    
 HX1962* NAVD 88     -       367.212  (meters)    1204.76   (feet)  ADJUSTED  
 HX1962  ___________________________________________________________________
 HX1962  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 HX1962  DYNAMIC HT  -         366.939 (meters)    1203.87  (feet)  COMP
 HX1962  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 HX1962
 HX1962  VERT ORDER  -  SECOND    CLASS 0
 HX1962
 HX1962.The horizontal coordinates were scaled from a topographic map and have
 HX1962.an estimated accuracy of +/- 6 seconds.
 HX1962
 HX1962.The orthometric height was determined by differential leveling
 HX1962.and adjusted by the National Geodetic Survey in June 1991..
 HX1962
 HX1962.The geoid height was determined by GEOID03.
 HX1962
 HX1962.The dynamic height is computed by dividing the NAVD 88
 HX1962.geopotential number by the normal gravity value computed on the
 HX1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1962.degrees latitude (g = 980.6199 gals.).
 HX1962
 HX1962.The modeled gravity was interpolated from observed gravity values.
 HX1962
 HX1962;                    North         East    Units  Estimated Accuracy
 HX1962;SPC WV S     -   133,250.      598,880.      MT  (+/- 180 meters Scaled)
 HX1962
 HX1962                          SUPERSEDED SURVEY CONTROL
 HX1962
 HX1962  NGVD 29 (??/??/92)  367.389  (m)         1205.34   (f) ADJ UNCH    2 0
 HX1962
 HX1962.Superseded values are not recommended for survey control.
 HX1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1962.See file dsdata.txt to determine how the superseded data were derived.
 HX1962
 HX1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC988280(NAD 83)
 HX1962_MARKER: DB = BENCH MARK DISK
 HX1962_SETTING: 66 = SET IN ROCK OUTCROP
 HX1962_SP_SET: ROCK BLUFF
 HX1962_STAMPING: D 220 1961
 HX1962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1962+STABILITY: POSITION/ELEVATION WELL
 HX1962
 HX1962  HISTORY     - Date     Condition        Report By
 HX1962  HISTORY     - 1961     MONUMENTED       CGS
 HX1962
 HX1962                          STATION DESCRIPTION
 HX1962
 HX1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1962'10.8 MI NE FROM ANSTED.
 HX1962'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1962'HIGH SCHOOL AT ANSTED, THENCE 7.9 MILES NORTHEAST ALONG A BLACK
 HX1962'TOP ROAD, THENCE 1.5 MILES NORTHWEST ALONG THE OLD ABANDONED WOODS
 HX1962'FERRY ROAD, SET VERTICALLY IN THE NORTH FACE OF A LARGE ROCK BLUFF
 HX1962'THAT OVERLOOKS THE RIVER, 12 FEET SOUTH OF THE CENTER LINE OF THE
 HX1962'ROAD, 75 FEET WEST OF THE EAST END OF THE BLUFF AND 4 FEET ABOVE
 HX1962'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1160 ***********************************************************************
 HX1160  DESIGNATION -  D 221
 HX1160  PID         -  HX1160
 HX1160  STATE/COUNTY-  WV/NICHOLAS
 HX1160  USGS QUAD   -  MOUNT NEBO (1976)
 HX1160
 HX1160                         *CURRENT SURVEY CONTROL
 HX1160  ___________________________________________________________________
 HX1160* NAD 83(1986)-  38 13 02.     (N)    080 51 30.     (W)     SCALED    
 HX1160* NAVD 88     -       525.805  (meters)    1725.08   (feet)  ADJUSTED  
 HX1160  ___________________________________________________________________
 HX1160  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 HX1160  DYNAMIC HT  -         525.398 (meters)    1723.74  (feet)  COMP
 HX1160  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 HX1160
 HX1160  VERT ORDER  -  SECOND    CLASS 0
 HX1160
 HX1160.The horizontal coordinates were scaled from a topographic map and have
 HX1160.an estimated accuracy of +/- 6 seconds.
 HX1160
 HX1160.The orthometric height was determined by differential leveling
 HX1160.and adjusted by the National Geodetic Survey in June 1991..
 HX1160
 HX1160.The geoid height was determined by GEOID03.
 HX1160
 HX1160.The dynamic height is computed by dividing the NAVD 88
 HX1160.geopotential number by the normal gravity value computed on the
 HX1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1160.degrees latitude (g = 980.6199 gals.).
 HX1160
 HX1160.The modeled gravity was interpolated from observed gravity values.
 HX1160
 HX1160;                    North         East    Units  Estimated Accuracy
 HX1160;SPC WV S     -   135,110.      612,410.      MT  (+/- 180 meters Scaled)
 HX1160
 HX1160                          SUPERSEDED SURVEY CONTROL
 HX1160
 HX1160  NGVD 29 (??/??/92)  525.962  (m)         1725.59   (f) ADJ UNCH    2 0
 HX1160
 HX1160.Superseded values are not recommended for survey control.
 HX1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1160.See file dsdata.txt to determine how the superseded data were derived.
 HX1160
 HX1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC124299(NAD 83)
 HX1160_MARKER: DB = BENCH MARK DISK
 HX1160_SETTING: 66 = SET IN ROCK OUTCROP
 HX1160_SP_SET: ROCK CUT
 HX1160_STAMPING: D 221 1961
 HX1160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1160+STABILITY: POSITION/ELEVATION WELL
 HX1160
 HX1160  HISTORY     - Date     Condition        Report By
 HX1160  HISTORY     - 1961     MONUMENTED       CGS
 HX1160
 HX1160                          STATION DESCRIPTION
 HX1160
 HX1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1160'5.4 MI S FROM SUMMERSVILLE.
 HX1160'ABOUT 5.45 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1160'AT SUMMERSVILLE, SET VERTICALLY IN THE NORTHWEST FACE OF A LONG
 HX1160'LARGE ROCK CUT, AT THE INSIDE OF A SHARP CURVE, ON A LONG HILL,
 HX1160'AT A POINT OVERLOOKING THE GAULEY RIVER AND A POINT WHERE THE
 HX1160'HIGHWAY AND THE RIVER SEPARATES, 26 FEET SOUTHEAST OF THE CENTER
 HX1160'LINE OF THE HIGHWAY, 100 YARDS NORTHEAST OF THE APPROXIMATE CENTER
 HX1160'OF THE CURVE AND 2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1185 ***********************************************************************
 HX1185  DESIGNATION -  D 222
 HX1185  PID         -  HX1185
 HX1185  STATE/COUNTY-  WV/FAYETTE
 HX1185  USGS QUAD   -  WINONA (1976)
 HX1185
 HX1185                         *CURRENT SURVEY CONTROL
 HX1185  ___________________________________________________________________
 HX1185* NAD 83(1986)-  38 04 06.     (N)    080 54 36.     (W)     SCALED    
 HX1185* NAVD 88     -       586.495  (meters)    1924.19   (feet)  ADJUSTED  
 HX1185  ___________________________________________________________________
 HX1185  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HX1185  DYNAMIC HT  -         586.031 (meters)    1922.67  (feet)  COMP
 HX1185  MODELED GRAV-     979,819.8   (mgal)                       NAVD 88
 HX1185
 HX1185  VERT ORDER  -  SECOND    CLASS 0
 HX1185
 HX1185.The horizontal coordinates were scaled from a topographic map and have
 HX1185.an estimated accuracy of +/- 6 seconds.
 HX1185
 HX1185.The orthometric height was determined by differential leveling
 HX1185.and adjusted by the National Geodetic Survey in June 1991..
 HX1185
 HX1185.The geoid height was determined by GEOID03.
 HX1185
 HX1185.The dynamic height is computed by dividing the NAVD 88
 HX1185.geopotential number by the normal gravity value computed on the
 HX1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1185.degrees latitude (g = 980.6199 gals.).
 HX1185
 HX1185.The modeled gravity was interpolated from observed gravity values.
 HX1185
 HX1185;                    North         East    Units  Estimated Accuracy
 HX1185;SPC WV S     -   118,580.      607,900.      MT  (+/- 180 meters Scaled)
 HX1185
 HX1185                          SUPERSEDED SURVEY CONTROL
 HX1185
 HX1185  NGVD 29 (??/??/92)  586.654  (m)         1924.71   (f) ADJ UNCH    2 0
 HX1185
 HX1185.Superseded values are not recommended for survey control.
 HX1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1185.See file dsdata.txt to determine how the superseded data were derived.
 HX1185
 HX1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC078134(NAD 83)
 HX1185_MARKER: DB = BENCH MARK DISK
 HX1185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1185_SP_SET: CULVERT
 HX1185_STAMPING: D 222 1961
 HX1185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1185
 HX1185  HISTORY     - Date     Condition        Report By
 HX1185  HISTORY     - 1961     MONUMENTED       CGS
 HX1185
 HX1185                          STATION DESCRIPTION
 HX1185
 HX1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1185'4.2 MI SW FROM NALLEN.
 HX1185'ABOUT 4.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE CENTER
 HX1185'OF THE BRIDGE OVER MEADOW RIVER AT NALLEN, ABOUT 1.65 MILES
 HX1185'NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 60 AND U.S. HIGHWAY 19,
 HX1185'0.3 MILE WEST OF THE CROSSING OF THE C AND O RAILWAY, ON TOP
 HX1185'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A
 HX1185'10-FOOT BOX CULVERT UNDER THE HIGHWAY, 17 FEET SOUTHEAST OF THE
 HX1185'CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTHWEST OF THE NORTHEAST
 HX1185'END OF THE HEADWALL AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1427 ***********************************************************************
 HX1427  DESIGNATION -  D 223
 HX1427  PID         -  HX1427
 HX1427  STATE/COUNTY-  WV/FAYETTE
 HX1427  USGS QUAD   -  WINONA (1976)
 HX1427
 HX1427                         *CURRENT SURVEY CONTROL
 HX1427  ___________________________________________________________________
 HX1427* NAD 83(1986)-  38 00 42.     (N)    080 53 05.     (W)     SCALED    
 HX1427* NAVD 88     -       861.673  (meters)    2827.01   (feet)  ADJUSTED  
 HX1427  ___________________________________________________________________
 HX1427  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HX1427  DYNAMIC HT  -         860.963 (meters)    2824.68  (feet)  COMP
 HX1427  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 HX1427
 HX1427  VERT ORDER  -  SECOND    CLASS 0
 HX1427
 HX1427.The horizontal coordinates were scaled from a topographic map and have
 HX1427.an estimated accuracy of +/- 6 seconds.
 HX1427
 HX1427.The orthometric height was determined by differential leveling
 HX1427.and adjusted by the National Geodetic Survey in June 1991..
 HX1427
 HX1427.The geoid height was determined by GEOID03.
 HX1427
 HX1427.The dynamic height is computed by dividing the NAVD 88
 HX1427.geopotential number by the normal gravity value computed on the
 HX1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1427.degrees latitude (g = 980.6199 gals.).
 HX1427
 HX1427.The modeled gravity was interpolated from observed gravity values.
 HX1427
 HX1427;                    North         East    Units  Estimated Accuracy
 HX1427;SPC WV S     -   112,290.      610,120.      MT  (+/- 180 meters Scaled)
 HX1427
 HX1427                          SUPERSEDED SURVEY CONTROL
 HX1427
 HX1427  NGVD 29 (??/??/92)  861.823  (m)         2827.50   (f) ADJ UNCH    2 0
 HX1427
 HX1427.Superseded values are not recommended for survey control.
 HX1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1427.See file dsdata.txt to determine how the superseded data were derived.
 HX1427
 HX1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC101071(NAD 83)
 HX1427_MARKER: DB = BENCH MARK DISK
 HX1427_SETTING: 66 = SET IN ROCK OUTCROP
 HX1427_SP_SET: ROCK CUT
 HX1427_STAMPING: D 223 1961
 HX1427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1427+STABILITY: POSITION/ELEVATION WELL
 HX1427
 HX1427  HISTORY     - Date     Condition        Report By
 HX1427  HISTORY     - 1961     MONUMENTED       CGS
 HX1427
 HX1427                          STATION DESCRIPTION
 HX1427
 HX1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1427'6.6 MI SE FROM LOOKOUT.
 HX1427'ABOUT 6.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 HX1427'NUTTALL HIGH SCHOOL AT LOOKOUT, 0.65 MILE SOUTHEAST OF THE
 HX1427'MISSIONARY BAPTIST CHURCH AT HILTON VILLAGE, ABOUT 0.55 MILE
 HX1427'NORTHWEST OF THE JUNCTION OF RAVENSEYE ROAD LEADING SOUTHWEST,
 HX1427'156 YARDS WEST OF THE SOUTHWEST CORNER OF THE WOODLAWN STORE
 HX1427'AND SERVICE STATION, SET VERTICALLY IN THE NORTHWEST FACE OF A
 HX1427'LARGE ROCK CUT, NEAR THE WEST END OF A CURVE, 18 FEET SOUTH OF
 HX1427'THE CENTER LINE OF THE HIGHWAY, 18 FEET EAST OF THE WEST END OF
 HX1427'THE ROCK CUT AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1442 ***********************************************************************
 HX1442  DESIGNATION -  D 224
 HX1442  PID         -  HX1442
 HX1442  STATE/COUNTY-  WV/FAYETTE
 HX1442  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1442
 HX1442                         *CURRENT SURVEY CONTROL
 HX1442  ___________________________________________________________________
 HX1442* NAD 83(1986)-  38 08 32.     (N)    080 54 45.     (W)     SCALED    
 HX1442* NAVD 88     -       520.211  (meters)    1706.73   (feet)  ADJUSTED  
 HX1442  ___________________________________________________________________
 HX1442  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 HX1442  DYNAMIC HT  -         519.809 (meters)    1705.41  (feet)  COMP
 HX1442  MODELED GRAV-     979,838.9   (mgal)                       NAVD 88
 HX1442
 HX1442  VERT ORDER  -  SECOND    CLASS 0
 HX1442
 HX1442.The horizontal coordinates were scaled from a topographic map and have
 HX1442.an estimated accuracy of +/- 6 seconds.
 HX1442
 HX1442.The orthometric height was determined by differential leveling
 HX1442.and adjusted by the National Geodetic Survey in June 1991..
 HX1442
 HX1442.The geoid height was determined by GEOID03.
 HX1442
 HX1442.The dynamic height is computed by dividing the NAVD 88
 HX1442.geopotential number by the normal gravity value computed on the
 HX1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1442.degrees latitude (g = 980.6199 gals.).
 HX1442
 HX1442.The modeled gravity was interpolated from observed gravity values.
 HX1442
 HX1442;                    North         East    Units  Estimated Accuracy
 HX1442;SPC WV S     -   126,780.      607,670.      MT  (+/- 180 meters Scaled)
 HX1442
 HX1442                          SUPERSEDED SURVEY CONTROL
 HX1442
 HX1442  NGVD 29 (??/??/92)  520.375  (m)         1707.26   (f) ADJ UNCH    2 0
 HX1442
 HX1442.Superseded values are not recommended for survey control.
 HX1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1442.See file dsdata.txt to determine how the superseded data were derived.
 HX1442
 HX1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC076215(NAD 83)
 HX1442_MARKER: DB = BENCH MARK DISK
 HX1442_SETTING: 80 = SET IN A BOULDER
 HX1442_SP_SET: BOULDER
 HX1442_STAMPING: D 224 1961
 HX1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1442+STABILITY: SURFACE MOTION
 HX1442
 HX1442  HISTORY     - Date     Condition        Report By
 HX1442  HISTORY     - 1961     MONUMENTED       CGS
 HX1442
 HX1442                          STATION DESCRIPTION
 HX1442
 HX1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1442'5.6 MI NW FROM NALLEN.
 HX1442'ABOUT 5.65 MILES NORTHWEST ALONG THE NICHOLAS, FAYETTE AND
 HX1442'GREENBRIER RAILROAD FROM THE STATION AT NALLEN, 0.55 MILE
 HX1442'SOUTHEAST OF THE SOUTHEAST END OF DEEGANS SIDING, 12 RAILS
 HX1442'NORTHEAST OF MILEPOST 45, NEAR THE NORTHWEST END OF A CURVE, SET
 HX1442'VERTICALLY IN THE NORTHWEST FACE OF A 6-BY-20-FOOT BOULDER, 19
 HX1442'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 64 FEET SOUTH AND ACROSS
 HX1442'THE TRACK FROM THE 3RD TELEGRAPH POLE NORTHEAST OF THE MILEPOST,
 HX1442'1.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK AND 1 FOOT
 HX1442'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1107 ***********************************************************************
 HX1107  DESIGNATION -  D 225
 HX1107  PID         -  HX1107
 HX1107  STATE/COUNTY-  WV/NICHOLAS
 HX1107  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1107
 HX1107                         *CURRENT SURVEY CONTROL
 HX1107  ___________________________________________________________________
 HX1107* NAD 83(1986)-  38 18 33.     (N)    080 41 53.     (W)     SCALED    
 HX1107* NAVD 88     -       689.935  (meters)    2263.56   (feet)  ADJUSTED  
 HX1107  ___________________________________________________________________
 HX1107  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HX1107  DYNAMIC HT  -         689.395 (meters)    2261.79  (feet)  COMP
 HX1107  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 HX1107
 HX1107  VERT ORDER  -  SECOND    CLASS 0
 HX1107
 HX1107.The horizontal coordinates were scaled from a topographic map and have
 HX1107.an estimated accuracy of +/- 6 seconds.
 HX1107
 HX1107.The orthometric height was determined by differential leveling
 HX1107.and adjusted by the National Geodetic Survey in June 1991..
 HX1107
 HX1107.The geoid height was determined by GEOID03.
 HX1107
 HX1107.The dynamic height is computed by dividing the NAVD 88
 HX1107.geopotential number by the normal gravity value computed on the
 HX1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1107.degrees latitude (g = 980.6199 gals.).
 HX1107
 HX1107.The modeled gravity was interpolated from observed gravity values.
 HX1107
 HX1107;                    North         East    Units  Estimated Accuracy
 HX1107;SPC WV S     -   145,350.      626,410.      MT  (+/- 180 meters Scaled)
 HX1107
 HX1107                          SUPERSEDED SURVEY CONTROL
 HX1107
 HX1107  NGVD 29 (??/??/92)  690.077  (m)         2264.03   (f) ADJ UNCH    2 0
 HX1107
 HX1107.Superseded values are not recommended for survey control.
 HX1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1107.See file dsdata.txt to determine how the superseded data were derived.
 HX1107
 HX1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC263401(NAD 83)
 HX1107_MARKER: DB = BENCH MARK DISK
 HX1107_SETTING: 66 = SET IN ROCK OUTCROP
 HX1107_SP_SET: ROCK LEDGE
 HX1107_STAMPING: D 225 1961
 HX1107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1107+STABILITY: POSITION/ELEVATION WELL
 HX1107
 HX1107  HISTORY     - Date     Condition        Report By
 HX1107  HISTORY     - 1961     MONUMENTED       CGS
 HX1107
 HX1107                          STATION DESCRIPTION
 HX1107
 HX1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1107'5.2 MI SW FROM CRAIGSVILLE.
 HX1107'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 41 FROM THE JUNCTION
 HX1107'OF STATE HIGHWAY 20 AT CRAIGSVILLE, THENCE 3.2 MILES SOUTHWEST
 HX1107'ALONG A BLACK TOP ROAD, SET ON THE TOP OF A LOW FLAT LEDGE OF
 HX1107'ROCK THAT IS 20 FEET LONG AND 3 FEET WIDE, NEAR THE JUNCTION OF A
 HX1107'DRIVE LEADING NORTH TO A ONE STORY LOG HOUSE, AT THE OUTSIDE OF A
 HX1107'CURVE, 13 FEET NORTH OF THE CENTER LINE OF THE ROAD, 30 FEET
 HX1107'EAST OF THE CENTER OF THE JUNCTION, 12 FEET SOUTHWEST OF A LONE
 HX1107'30-INCH OAK TREE, 3 FEET SOUTHEAST OF THE NORTHWEST END OF
 HX1107'THE ROCK LEDGE AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1243 ***********************************************************************
 HX1243  DESIGNATION -  D 226
 HX1243  PID         -  HX1243
 HX1243  STATE/COUNTY-  WV/NICHOLAS
 HX1243  USGS QUAD   -  NETTIE (1995)
 HX1243
 HX1243                         *CURRENT SURVEY CONTROL
 HX1243  ___________________________________________________________________
 HX1243* NAD 83(1986)-  38 13 31.     (N)    080 41 29.     (W)     SCALED    
 HX1243* NAVD 88     -       826.839  (meters)    2712.72   (feet)  ADJUSTED  
 HX1243  ___________________________________________________________________
 HX1243  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HX1243  DYNAMIC HT  -         826.169 (meters)    2710.52  (feet)  COMP
 HX1243  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 HX1243
 HX1243  VERT ORDER  -  SECOND    CLASS 0
 HX1243
 HX1243.The horizontal coordinates were scaled from a topographic map and have
 HX1243.an estimated accuracy of +/- 6 seconds.
 HX1243
 HX1243.The orthometric height was determined by differential leveling
 HX1243.and adjusted by the National Geodetic Survey in June 1991..
 HX1243
 HX1243.The geoid height was determined by GEOID03.
 HX1243
 HX1243.The dynamic height is computed by dividing the NAVD 88
 HX1243.geopotential number by the normal gravity value computed on the
 HX1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1243.degrees latitude (g = 980.6199 gals.).
 HX1243
 HX1243.The modeled gravity was interpolated from observed gravity values.
 HX1243
 HX1243;                    North         East    Units  Estimated Accuracy
 HX1243;SPC WV S     -   136,040.      627,020.      MT  (+/- 180 meters Scaled)
 HX1243
 HX1243                          SUPERSEDED SURVEY CONTROL
 HX1243
 HX1243  NGVD 29 (??/??/92)  826.973  (m)         2713.16   (f) ADJ UNCH    2 0
 HX1243
 HX1243.Superseded values are not recommended for survey control.
 HX1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1243.See file dsdata.txt to determine how the superseded data were derived.
 HX1243
 HX1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC270308(NAD 83)
 HX1243_MARKER: DB = BENCH MARK DISK
 HX1243_SETTING: 66 = SET IN ROCK OUTCROP
 HX1243_SP_SET: ROCK OUTCROP
 HX1243_STAMPING: D 226 1961
 HX1243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1243+STABILITY: POSITION/ELEVATION WELL
 HX1243
 HX1243  HISTORY     - Date     Condition        Report By
 HX1243  HISTORY     - 1961     MONUMENTED       CGS
 HX1243
 HX1243                          STATION DESCRIPTION
 HX1243
 HX1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1243'0.4 MI NW FROM NETTIE.
 HX1243'ABOUT 0.4 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX1243'OF STATE HIGHWAY 20 AT NETTIE, SET ON THE TOP OF A LARGE OUTCROP
 HX1243'THAT IS 15 FEET WIDE AND 30 FEET LONG, NEAR THE JUNCTION OF
 HX1243'A NARROW DIRT ROAD LEADING SOUTHWEST, 21 FEET NORTHEAST OF THE
 HX1243'CENTER LINE OF THE HIGHWAY, 182 FEET SOUTHEAST OF THE CENTER OF
 HX1243'THE JUNCTION OF THE HIGHWAY AND THE DIRT ROAD, 75 FEET NORTH
 HX1243'AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NO. 179-6, 6 FEET
 HX1243'NORTHEAST OF THE SOUTHWEST END OF THE ROCK, ABOUT 0.25 MILE
 HX1243'NORTHWEST OF THE MT. ZION BAPTIST CHURCH, 18 FEET SOUTHEAST OF
 HX1243'THE NORTHWEST END OF THE ROCK AND 4 FEET ABOVE THE LEVEL OF
 HX1243'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1120 ***********************************************************************
 HX1120  DESIGNATION -  D 227
 HX1120  PID         -  HX1120
 HX1120  STATE/COUNTY-  WV/NICHOLAS
 HX1120  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1120
 HX1120                         *CURRENT SURVEY CONTROL
 HX1120  ___________________________________________________________________
 HX1120* NAD 83(1986)-  38 15 34.     (N)    080 36 47.     (W)     SCALED    
 HX1120* NAVD 88     -       614.004  (meters)    2014.44   (feet)  ADJUSTED  
 HX1120  ___________________________________________________________________
 HX1120  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HX1120  DYNAMIC HT  -         613.519 (meters)    2012.85  (feet)  COMP
 HX1120  MODELED GRAV-     979,819.0   (mgal)                       NAVD 88
 HX1120
 HX1120  VERT ORDER  -  SECOND    CLASS 0
 HX1120
 HX1120.The horizontal coordinates were scaled from a topographic map and have
 HX1120.an estimated accuracy of +/- 6 seconds.
 HX1120
 HX1120.The orthometric height was determined by differential leveling
 HX1120.and adjusted by the National Geodetic Survey in June 1991..
 HX1120
 HX1120.The geoid height was determined by GEOID03.
 HX1120
 HX1120.The dynamic height is computed by dividing the NAVD 88
 HX1120.geopotential number by the normal gravity value computed on the
 HX1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1120.degrees latitude (g = 980.6199 gals.).
 HX1120
 HX1120.The modeled gravity was interpolated from observed gravity values.
 HX1120
 HX1120;                    North         East    Units  Estimated Accuracy
 HX1120;SPC WV S     -   139,860.      633,860.      MT  (+/- 180 meters Scaled)
 HX1120
 HX1120                          SUPERSEDED SURVEY CONTROL
 HX1120
 HX1120  NGVD 29 (??/??/92)  614.142  (m)         2014.90   (f) ADJ UNCH    2 0
 HX1120
 HX1120.Superseded values are not recommended for survey control.
 HX1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1120.See file dsdata.txt to determine how the superseded data were derived.
 HX1120
 HX1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC338346(NAD 83)
 HX1120_MARKER: DB = BENCH MARK DISK
 HX1120_SETTING: 80 = SET IN A BOULDER
 HX1120_SP_SET: BOULDER
 HX1120_STAMPING: D 227 1961
 HX1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1120+STABILITY: SURFACE MOTION
 HX1120
 HX1120  HISTORY     - Date     Condition        Report By
 HX1120  HISTORY     - 1961     MONUMENTED       CGS
 HX1120
 HX1120                          STATION DESCRIPTION
 HX1120
 HX1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1120'0.6 MI NW FROM HOLCOMB.
 HX1120'ABOUT 0.65 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 HX1120'NORTHWEST END OF THE HIGHWAY BRIDGE OVER CHERRY RIVER AT HOLCOMB,
 HX1120'0.2 MILE SOUTHEAST OF AN OVERHEAD CONVEYOR BELT TO THE SEWELL
 HX1120'COAL COMPANY, 0.5 MILE NORTHWEST OF THE HOLCOMB BAPTIST CHURCH,
 HX1120'SET VERTICALLY IN THE NORTHEAST FACE OF A 12-BY-6-FOOT BOULDER,
 HX1120'26 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12 1/2
 HX1120'FEET SOUTH OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 HX1120'HEADWALL OF A 24 INCH PIPE CULVERT UNDER THE HIGHWAY, 7 1/2
 HX1120'FEET NORTHWEST OF TELEPHONE POLE NO. 182, 2 1/2 FEET NORTHWEST
 HX1120'OF THE SOUTHEAST END OF THE ROCK, AND ABOUT 3 FEET ABOVE THE
 HX1120'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1094 ***********************************************************************
 HX1094  DESIGNATION -  D 228
 HX1094  PID         -  HX1094
 HX1094  STATE/COUNTY-  WV/NICHOLAS
 HX1094  USGS QUAD   -  GILBOA (1976)
 HX1094
 HX1094                         *CURRENT SURVEY CONTROL
 HX1094  ___________________________________________________________________
 HX1094* NAD 83(1986)-  38 16 25.     (N)    080 59 01.     (W)     SCALED    
 HX1094* NAVD 88     -       356.298  (meters)    1168.95   (feet)  ADJUSTED  
 HX1094  ___________________________________________________________________
 HX1094  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HX1094  DYNAMIC HT  -         356.041 (meters)    1168.11  (feet)  COMP
 HX1094  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 HX1094
 HX1094  VERT ORDER  -  SECOND    CLASS 0
 HX1094
 HX1094.The horizontal coordinates were scaled from a topographic map and have
 HX1094.an estimated accuracy of +/- 6 seconds.
 HX1094
 HX1094.The orthometric height was determined by differential leveling
 HX1094.and adjusted by the National Geodetic Survey in June 1991..
 HX1094
 HX1094.The geoid height was determined by GEOID03.
 HX1094
 HX1094.The dynamic height is computed by dividing the NAVD 88
 HX1094.geopotential number by the normal gravity value computed on the
 HX1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1094.degrees latitude (g = 980.6199 gals.).
 HX1094
 HX1094.The modeled gravity was interpolated from observed gravity values.
 HX1094
 HX1094;                    North         East    Units  Estimated Accuracy
 HX1094;SPC WV S     -   141,360.      601,430.      MT  (+/- 180 meters Scaled)
 HX1094
 HX1094                          SUPERSEDED SURVEY CONTROL
 HX1094
 HX1094  NGVD 29 (??/??/92)  356.478  (m)         1169.54   (f) ADJ UNCH    2 0
 HX1094
 HX1094.Superseded values are not recommended for survey control.
 HX1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1094.See file dsdata.txt to determine how the superseded data were derived.
 HX1094
 HX1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC014361(NAD 83)
 HX1094_MARKER: DB = BENCH MARK DISK
 HX1094_SETTING: 66 = SET IN ROCK OUTCROP
 HX1094_SP_SET: ROCK CUT
 HX1094_STAMPING: D 228 1961
 HX1094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1094+STABILITY: POSITION/ELEVATION WELL
 HX1094
 HX1094  HISTORY     - Date     Condition        Report By
 HX1094  HISTORY     - 1961     MONUMENTED       CGS
 HX1094
 HX1094                          STATION DESCRIPTION
 HX1094
 HX1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1094'0.9 MI NE FROM DRENNEN.
 HX1094'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1094'OFFICE AT DRENNEN, 0.45 MILE SOUTHWEST OF THE JERRY FORK ROAD,
 HX1094'AT THE OUTSIDE OF A CURVE, IN THE WEST FACE AND SET VERTICALLY
 HX1094'IN A ROCK THAT IS 6-BY-4-FOOT AND IS AT THE BASE OF AN 8 FOOT
 HX1094'HIGH CUT, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 20
 HX1094'YARDS NORTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND
 HX1094'A NARROW PRIVATE ROAD LEADING SOUTH, 3 1/2 FEET ABOVE THE LEVEL
 HX1094'OF THE GROUND AND HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1299 ***********************************************************************
 HX1299  DESIGNATION -  D 229
 HX1299  PID         -  HX1299
 HX1299  STATE/COUNTY-  WV/NICHOLAS
 HX1299  USGS QUAD   -  NETTIE (1995)
 HX1299
 HX1299                         *CURRENT SURVEY CONTROL
 HX1299  ___________________________________________________________________
 HX1299* NAD 83(1986)-  38 12 25.     (N)    080 40 57.     (W)     SCALED    
 HX1299* NAVD 88     -       811.107  (meters)    2661.11   (feet)  ADJUSTED  
 HX1299  ___________________________________________________________________
 HX1299  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX1299  DYNAMIC HT  -         810.447 (meters)    2658.94  (feet)  COMP
 HX1299  MODELED GRAV-     979,787.1   (mgal)                       NAVD 88
 HX1299
 HX1299  VERT ORDER  -  SECOND    CLASS 0
 HX1299
 HX1299.The horizontal coordinates were scaled from a topographic map and have
 HX1299.an estimated accuracy of +/- 6 seconds.
 HX1299
 HX1299.The orthometric height was determined by differential leveling
 HX1299.and adjusted by the National Geodetic Survey in June 1991..
 HX1299
 HX1299.The geoid height was determined by GEOID03.
 HX1299
 HX1299.The dynamic height is computed by dividing the NAVD 88
 HX1299.geopotential number by the normal gravity value computed on the
 HX1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1299.degrees latitude (g = 980.6199 gals.).
 HX1299
 HX1299.The modeled gravity was interpolated from observed gravity values.
 HX1299
 HX1299;                    North         East    Units  Estimated Accuracy
 HX1299;SPC WV S     -   134,010.      627,810.      MT  (+/- 180 meters Scaled)
 HX1299
 HX1299                          SUPERSEDED SURVEY CONTROL
 HX1299
 HX1299  NGVD 29 (??/??/92)  811.239  (m)         2661.54   (f) ADJ UNCH    2 0
 HX1299
 HX1299.Superseded values are not recommended for survey control.
 HX1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1299.See file dsdata.txt to determine how the superseded data were derived.
 HX1299
 HX1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC277288(NAD 83)
 HX1299_MARKER: DB = BENCH MARK DISK
 HX1299_SETTING: 66 = SET IN ROCK OUTCROP
 HX1299_SP_SET: ROCK CUT
 HX1299_STAMPING: D 229 1961
 HX1299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1299+STABILITY: POSITION/ELEVATION WELL
 HX1299
 HX1299  HISTORY     - Date     Condition        Report By
 HX1299  HISTORY     - 1961     MONUMENTED       CGS
 HX1299
 HX1299                          STATION DESCRIPTION
 HX1299
 HX1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1299'1.6 MI S FROM NETTIE.
 HX1299'ABOUT 1.55 MILES SOUTH ALONG STATE HIGHWAY 20 FROM ITS JUNCTION
 HX1299'OF STATE HIGHWAY 39 AT NETTIE, 0.55 MILE SOUTH OF A DRIVE
 HX1299'LEADING TO A CEMETERY ON THE EAST SIDE OF THE HIGHWAY, AT THE
 HX1299'SOUTH END OF A CURVE, SET VERTICALLY IN THE EAST FACE OF A ROCK
 HX1299'CUT, (CUT IS ABOUT 75 YARDS LONG AND 10 FEET HIGH), 19 FEET WEST
 HX1299'OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET ABOVE THE LEVEL OF
 HX1299'THE GROUND AND THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0097 ***********************************************************************
 JX0097  DESIGNATION -  D 23
 JX0097  PID         -  JX0097
 JX0097  STATE/COUNTY-  WV/HARRISON
 JX0097  USGS QUAD   -  CLARKSBURG (1976)
 JX0097
 JX0097                         *CURRENT SURVEY CONTROL
 JX0097  ___________________________________________________________________
 JX0097* NAD 83(1986)-  39 20 29.     (N)    080 19 41.     (W)     SCALED    
 JX0097* NAVD 88     -       307.168  (meters)    1007.77   (feet)  ADJUSTED  
 JX0097  ___________________________________________________________________
 JX0097  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JX0097  DYNAMIC HT  -         306.976 (meters)    1007.14  (feet)  COMP
 JX0097  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JX0097
 JX0097  VERT ORDER  -  SECOND    CLASS 0
 JX0097
 JX0097.The horizontal coordinates were scaled from a topographic map and have
 JX0097.an estimated accuracy of +/- 6 seconds.
 JX0097
 JX0097.The orthometric height was determined by differential leveling
 JX0097.and adjusted by the National Geodetic Survey in June 1991..
 JX0097
 JX0097.The geoid height was determined by GEOID03.
 JX0097
 JX0097.The dynamic height is computed by dividing the NAVD 88
 JX0097.geopotential number by the normal gravity value computed on the
 JX0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0097.degrees latitude (g = 980.6199 gals.).
 JX0097
 JX0097.The modeled gravity was interpolated from observed gravity values.
 JX0097
 JX0097;                    North         East    Units  Estimated Accuracy
 JX0097;SPC WV N     -    93,740.      528,620.      MT  (+/- 180 meters Scaled)
 JX0097
 JX0097                          SUPERSEDED SURVEY CONTROL
 JX0097
 JX0097  NGVD 29 (??/??/92)  307.348  (m)         1008.36   (f) ADJ UNCH    2 0
 JX0097
 JX0097.Superseded values are not recommended for survey control.
 JX0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0097.See file dsdata.txt to determine how the superseded data were derived.
 JX0097
 JX0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND579548(NAD 83)
 JX0097_MARKER: DB = BENCH MARK DISK
 JX0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0097_STAMPING: D 23 1935
 JX0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0097+STABILITY: SURFACE MOTION
 JX0097
 JX0097  HISTORY     - Date     Condition        Report By
 JX0097  HISTORY     - 1935     MONUMENTED       CGS
 JX0097  HISTORY     - 1956     MARK NOT FOUND   USGS
 JX0097
 JX0097                          STATION DESCRIPTION
 JX0097
 JX0097'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JX0097'3.6 MI S FROM LUMBERPORT.
 JX0097'3.6 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0097'STATION AT LUMBERPORT, HARRISON COUNTY, AT ERIE, 40 FEET WEST
 JX0097'AND 72 FEET NORTH OF THE NORTHWEST CORNER OF THE GENERAL STORE, 60
 JX0097'FEET NORTHWEST OF POLE 52/20, AND 25 FEET WEST OF THE WEST RAIL
 JX0097'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED D 23 1935 AND SET IN
 JX0097'THE TOP OF A CONCRETE POST.  THIS MARK WAS ALSO SEARCHED FOR BUT
 JX0097'NOT RECOVERED IN MAY 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1049 ***********************************************************************
 GX1049  DESIGNATION -  D 230
 GX1049  PID         -  GX1049
 GX1049  STATE/COUNTY-  WV/GREENBRIER
 GX1049  USGS QUAD   -  ASBURY (1979)
 GX1049
 GX1049                         *CURRENT SURVEY CONTROL
 GX1049  ___________________________________________________________________
 GX1049* NAD 83(1986)-  37 52 25.     (N)    080 35 47.     (W)     SCALED    
 GX1049* NAVD 88     -       602.678  (meters)    1977.29   (feet)  ADJUSTED  
 GX1049  ___________________________________________________________________
 GX1049  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX1049  DYNAMIC HT  -         602.170 (meters)    1975.62  (feet)  COMP
 GX1049  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 GX1049
 GX1049  VERT ORDER  -  SECOND    CLASS 0
 GX1049
 GX1049.The horizontal coordinates were scaled from a topographic map and have
 GX1049.an estimated accuracy of +/- 6 seconds.
 GX1049
 GX1049.The orthometric height was determined by differential leveling
 GX1049.and adjusted by the National Geodetic Survey in June 1991..
 GX1049
 GX1049.The geoid height was determined by GEOID03.
 GX1049
 GX1049.The dynamic height is computed by dividing the NAVD 88
 GX1049.geopotential number by the normal gravity value computed on the
 GX1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1049.degrees latitude (g = 980.6199 gals.).
 GX1049
 GX1049.The modeled gravity was interpolated from observed gravity values.
 GX1049
 GX1049;                    North         East    Units  Estimated Accuracy
 GX1049;SPC WV S     -    97,040.      635,510.      MT  (+/- 180 meters Scaled)
 GX1049
 GX1049                          SUPERSEDED SURVEY CONTROL
 GX1049
 GX1049  NGVD 29 (??/??/92)  602.822  (m)         1977.76   (f) ADJ UNCH    2 0
 GX1049
 GX1049.Superseded values are not recommended for survey control.
 GX1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1049.See file dsdata.txt to determine how the superseded data were derived.
 GX1049
 GX1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB354918(NAD 83)
 GX1049_MARKER: DB = BENCH MARK DISK
 GX1049_SETTING: 66 = SET IN ROCK OUTCROP
 GX1049_SP_SET: ROCK CUT
 GX1049_STAMPING: D 230 1961
 GX1049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1049+STABILITY: POSITION/ELEVATION WELL
 GX1049
 GX1049  HISTORY     - Date     Condition        Report By
 GX1049  HISTORY     - 1961     MONUMENTED       CGS
 GX1049
 GX1049                          STATION DESCRIPTION
 GX1049
 GX1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1049'3 MI E FROM CLINTONVILLE.
 GX1049'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE METHODIST
 GX1049'CHURCH AT CLINTONVILLE, THENCE 1.45 MILES SOUTH ALONG A GRADED
 GX1049'ROAD, 0.25 MILE SOUTH OF THE JUNCTION OF A SIDE ROAD LEADING
 GX1049'NORTHWEST, 0.15 MILE NORTH OF A 15 FOOT WOODEN BRIDGE OVER
 GX1049'MUDDY CREEK, ON THE SOUTH SLOPE OF A STEEP HILL, AT THE INSIDE
 GX1049'OF A SHARP CURVE, SET ON THE TOP OF THE WEST CORNER OF A ROCK
 GX1049'THAT IS 5 FEET LONG AND 2 FEET HIGH AND IS PART OF AN 8 FOOT
 GX1049'HIGH CUT, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 4
 GX1049'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0143 ***********************************************************************
 GX0143  DESIGNATION -  D 231
 GX0143  PID         -  GX0143
 GX0143  STATE/COUNTY-  WV/GREENBRIER
 GX0143  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0143
 GX0143                         *CURRENT SURVEY CONTROL
 GX0143  ___________________________________________________________________
 GX0143* NAD 83(1986)-  37 53 52.     (N)    080 26 18.     (W)     SCALED    
 GX0143* NAVD 88     -       680.514  (meters)    2232.65   (feet)  ADJUSTED  
 GX0143  ___________________________________________________________________
 GX0143  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX0143  DYNAMIC HT  -         679.950 (meters)    2230.80  (feet)  COMP
 GX0143  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 GX0143
 GX0143  VERT ORDER  -  SECOND    CLASS 0
 GX0143
 GX0143.The horizontal coordinates were scaled from a topographic map and have
 GX0143.an estimated accuracy of +/- 6 seconds.
 GX0143
 GX0143.The orthometric height was determined by differential leveling
 GX0143.and adjusted by the National Geodetic Survey in June 1991..
 GX0143
 GX0143.The geoid height was determined by GEOID03.
 GX0143
 GX0143.The dynamic height is computed by dividing the NAVD 88
 GX0143.geopotential number by the normal gravity value computed on the
 GX0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0143.degrees latitude (g = 980.6199 gals.).
 GX0143
 GX0143.The modeled gravity was interpolated from observed gravity values.
 GX0143
 GX0143;                    North         East    Units  Estimated Accuracy
 GX0143;SPC WV S     -    99,790.      649,400.      MT  (+/- 180 meters Scaled)
 GX0143
 GX0143                          SUPERSEDED SURVEY CONTROL
 GX0143
 GX0143  NGVD 29 (??/??/92)  680.666  (m)         2233.15   (f) ADJ UNCH    2 0
 GX0143
 GX0143.Superseded values are not recommended for survey control.
 GX0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0143.See file dsdata.txt to determine how the superseded data were derived.
 GX0143
 GX0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB493946(NAD 83)
 GX0143_MARKER: DB = BENCH MARK DISK
 GX0143_SETTING: 66 = SET IN ROCK OUTCROP
 GX0143_SP_SET: ROCK
 GX0143_STAMPING: D 231 1961
 GX0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0143+STABILITY: POSITION/ELEVATION WELL
 GX0143
 GX0143  HISTORY     - Date     Condition        Report By
 GX0143  HISTORY     - 1961     MONUMENTED       CGS
 GX0143
 GX0143                          STATION DESCRIPTION
 GX0143
 GX0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0143'3.6 MI S FROM UNUS.
 GX0143'ABOUT 3.55 MILES SOUTH ALONG COUNTY ROAD NO. 19 (A BLACK TOP ROAD)
 GX0143'FROM A T ROAD JUNCTION AT UNUS, 0.35 MILE NORTH OF THE JUNCTION
 GX0143'OF A BLACK TOP ROAD LEADING EAST TO U.S. HIGHWAY 219, ON THE
 GX0143'SOUTH SLOPE OF A LONG CROOKED HILL, SET VERTICALLY IN THE EAST
 GX0143'FACE OF A ROCK THAT IS 45 FEET LONG-3 FEET HIGH AND IS AT THE
 GX0143'BASE OF A 12 FOOT HIGH CUT, 12 FEET WEST OF THE CENTER LINE OF
 GX0143'THE ROAD, 6 FEET NORTH OF THE SOUTH END OF THE ROCK AND 2 FEET
 GX0143'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0957 ***********************************************************************
 HX0957  DESIGNATION -  D 232
 HX0957  PID         -  HX0957
 HX0957  STATE/COUNTY-  WV/GREENBRIER
 HX0957  USGS QUAD   -  TROUT (1995)
 HX0957
 HX0957                         *CURRENT SURVEY CONTROL
 HX0957  ___________________________________________________________________
 HX0957* NAD 83(1986)-  38 00 25.     (N)    080 27 43.     (W)     SCALED    
 HX0957* NAVD 88     -       668.316  (meters)    2192.63   (feet)  ADJUSTED  
 HX0957  ___________________________________________________________________
 HX0957  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX0957  DYNAMIC HT  -         667.769 (meters)    2190.84  (feet)  COMP
 HX0957  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 HX0957
 HX0957  VERT ORDER  -  SECOND    CLASS 0
 HX0957
 HX0957.The horizontal coordinates were scaled from a topographic map and have
 HX0957.an estimated accuracy of +/- 6 seconds.
 HX0957
 HX0957.The orthometric height was determined by differential leveling
 HX0957.and adjusted by the National Geodetic Survey in June 1991..
 HX0957
 HX0957.The geoid height was determined by GEOID03.
 HX0957
 HX0957.The dynamic height is computed by dividing the NAVD 88
 HX0957.geopotential number by the normal gravity value computed on the
 HX0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0957.degrees latitude (g = 980.6199 gals.).
 HX0957
 HX0957.The modeled gravity was interpolated from observed gravity values.
 HX0957
 HX0957;                    North         East    Units  Estimated Accuracy
 HX0957;SPC WV S     -   111,900.      647,250.      MT  (+/- 180 meters Scaled)
 HX0957
 HX0957                          SUPERSEDED SURVEY CONTROL
 HX0957
 HX0957  NGVD 29 (??/??/92)  668.460  (m)         2193.11   (f) ADJ UNCH    2 0
 HX0957
 HX0957.Superseded values are not recommended for survey control.
 HX0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0957.See file dsdata.txt to determine how the superseded data were derived.
 HX0957
 HX0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC472067(NAD 83)
 HX0957_MARKER: DB = BENCH MARK DISK
 HX0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0957_STAMPING: D 232 1961
 HX0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0957+STABILITY: SURFACE MOTION
 HX0957
 HX0957  HISTORY     - Date     Condition        Report By
 HX0957  HISTORY     - 1961     MONUMENTED       CGS
 HX0957
 HX0957                          STATION DESCRIPTION
 HX0957
 HX0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0957'2.1 MI SW FROM FRIARS HILL.
 HX0957'2.1 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX0957'AT FRIARS HILL, ABOUT 0.8 MILE SOUTH OF THE FIRST BAPTIST CHURCH
 HX0957'AND THE POST OFFICE AT TROUT, AT A BLACK TOP ROAD INTERSECTION, 67
 HX0957'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 37 FEET EAST
 HX0957'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 22 FEET NORTHWEST
 HX0957'OF THE CENTER LINE OF THE ROAD LEADING NORTHEAST TO FRIARS HILL,
 HX0957'21 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET EAST OF A FENCE
 HX0957'LINE, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, 1 FOOT ABOVE
 HX0957'THE LEVEL OF THE ROAD LEADING NORTHEAST, SET IN THE TOP OF A
 HX0957'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0958 ***********************************************************************
 GX0958  DESIGNATION -  D 233
 GX0958  PID         -  GX0958
 GX0958  STATE/COUNTY-  WV/GREENBRIER
 GX0958  USGS QUAD   -  CORNSTALK (1981)
 GX0958
 GX0958                         *CURRENT SURVEY CONTROL
 GX0958  ___________________________________________________________________
 GX0958* NAD 83(1986)-  37 56 23.     (N)    080 35 01.     (W)     SCALED    
 GX0958* NAVD 88     -       893.766  (meters)    2932.30   (feet)  ADJUSTED  
 GX0958  ___________________________________________________________________
 GX0958  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX0958  DYNAMIC HT  -         892.994 (meters)    2929.76  (feet)  COMP
 GX0958  MODELED GRAV-     979,735.4   (mgal)                       NAVD 88
 GX0958
 GX0958  VERT ORDER  -  SECOND    CLASS 0
 GX0958
 GX0958.The horizontal coordinates were scaled from a topographic map and have
 GX0958.an estimated accuracy of +/- 6 seconds.
 GX0958
 GX0958.The orthometric height was determined by differential leveling
 GX0958.and adjusted by the National Geodetic Survey in June 1991..
 GX0958
 GX0958.The geoid height was determined by GEOID03.
 GX0958
 GX0958.The dynamic height is computed by dividing the NAVD 88
 GX0958.geopotential number by the normal gravity value computed on the
 GX0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0958.degrees latitude (g = 980.6199 gals.).
 GX0958
 GX0958.The modeled gravity was interpolated from observed gravity values.
 GX0958
 GX0958;                    North         East    Units  Estimated Accuracy
 GX0958;SPC WV S     -   104,380.      636,600.      MT  (+/- 180 meters Scaled)
 GX0958
 GX0958                          SUPERSEDED SURVEY CONTROL
 GX0958
 GX0958  NGVD 29 (??/??/92)  893.894  (m)         2932.72   (f) ADJ UNCH    2 0
 GX0958
 GX0958.Superseded values are not recommended for survey control.
 GX0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0958.See file dsdata.txt to determine how the superseded data were derived.
 GX0958
 GX0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB365992(NAD 83)
 GX0958_MARKER: DB = BENCH MARK DISK
 GX0958_SETTING: 66 = SET IN ROCK OUTCROP
 GX0958_SP_SET: ROCK
 GX0958_STAMPING: D 233 1961
 GX0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0958+STABILITY: POSITION/ELEVATION WELL
 GX0958
 GX0958  HISTORY     - Date     Condition        Report By
 GX0958  HISTORY     - 1961     MONUMENTED       CGS
 GX0958
 GX0958                          STATION DESCRIPTION
 GX0958
 GX0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0958'4.8 MI SW FROM CORNSTALK.
 GX0958'ABOUT 4.8 MILES SOUTHWEST ALONG A GRADED ROAD FROM THE POST
 GX0958'OFFICE AT CORNSTALK, 0.8 MILE NORTHEAST OF A T ROAD JUNCTION,
 GX0958'0.1 MILE NORTH OF A Y JUNCTION, ON THE NORTHEAST SLOPE OF A
 GX0958'SHORT STEEP HILL, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 GX0958'ROCK THAT IS ABOUT 4 FEET LONG AND 1 FOOT HIGH AND IS AT THE
 GX0958'BASE OF A SHALEY LEDGE, 18 FEET NORTHWEST OF THE CENTER LINE OF
 GX0958'THE ROAD, 4 FEET SOUTHWEST OF THE NORTHEAST END OF THE LEDGE AND
 GX0958'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1286 ***********************************************************************
 HX1286  DESIGNATION -  D 234
 HX1286  PID         -  HX1286
 HX1286  STATE/COUNTY-  WV/NICHOLAS
 HX1286  USGS QUAD   -  QUINWOOD (1995)
 HX1286
 HX1286                         *CURRENT SURVEY CONTROL
 HX1286  ___________________________________________________________________
 HX1286* NAD 83(1986)-  38 06 08.     (N)    080 41 24.     (W)     SCALED    
 HX1286* NAVD 88     -       809.687  (meters)    2656.45   (feet)  ADJUSTED  
 HX1286  ___________________________________________________________________
 HX1286  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX1286  DYNAMIC HT  -         809.011 (meters)    2654.23  (feet)  COMP
 HX1286  MODELED GRAV-     979,766.3   (mgal)                       NAVD 88
 HX1286
 HX1286  VERT ORDER  -  SECOND    CLASS 0
 HX1286
 HX1286.The horizontal coordinates were scaled from a topographic map and have
 HX1286.an estimated accuracy of +/- 6 seconds.
 HX1286
 HX1286.The orthometric height was determined by differential leveling
 HX1286.and adjusted by the National Geodetic Survey in June 1991..
 HX1286
 HX1286.The geoid height was determined by GEOID03.
 HX1286
 HX1286.The dynamic height is computed by dividing the NAVD 88
 HX1286.geopotential number by the normal gravity value computed on the
 HX1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1286.degrees latitude (g = 980.6199 gals.).
 HX1286
 HX1286.The modeled gravity was interpolated from observed gravity values.
 HX1286
 HX1286;                    North         East    Units  Estimated Accuracy
 HX1286;SPC WV S     -   122,380.      627,190.      MT  (+/- 180 meters Scaled)
 HX1286
 HX1286                          SUPERSEDED SURVEY CONTROL
 HX1286
 HX1286  NGVD 29 (??/??/92)  809.813  (m)         2656.86   (f) ADJ UNCH    2 0
 HX1286
 HX1286.Superseded values are not recommended for survey control.
 HX1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1286.See file dsdata.txt to determine how the superseded data were derived.
 HX1286
 HX1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC271172(NAD 83)
 HX1286_MARKER: DB = BENCH MARK DISK
 HX1286_SETTING: 66 = SET IN ROCK OUTCROP
 HX1286_SP_SET: ROCK CUT
 HX1286_STAMPING: D 234 1961
 HX1286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1286+STABILITY: POSITION/ELEVATION WELL
 HX1286
 HX1286  HISTORY     - Date     Condition        Report By
 HX1286  HISTORY     - 1961     MONUMENTED       CGS
 HX1286
 HX1286                          STATION DESCRIPTION
 HX1286
 HX1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1286'3.8 MI N FROM QUINWOOD.
 HX1286'ABOUT 3.75 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 HX1286'OF MAIN STREET AT QUINWOOD, ABOUT 0.7 MILE NORTH OF THE JUNCTION
 HX1286'OF SNOW HILL ROAD, ABOUT 0.65 MILES NORTH OF A 35 FOOT CONCRETE
 HX1286'BRIDGE OVER HOMINY CREEK, 0.05 MILE SOUTHWEST OF THE JUNCTION OF
 HX1286'A ROAD LEADING TO A LARGE COAL TIPPLE, ON THE SOUTHWEST SLOPE
 HX1286'OF A LONG HILL, SET IN THE TOP OF A NARROW LEDGE OF ROCK NEAR
 HX1286'THE SOUTHEAST FACE OF A SHALEY CUT, 17 FEET NORTHWEST OF THE
 HX1286'CENTER LINE OF THE ROAD, 43 FEET SOUTHWEST OF THE NORTHEAST END
 HX1286'OF THE ROCK LEDGE AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1831 ***********************************************************************
 HX1831  DESIGNATION -  D 235
 HX1831  PID         -  HX1831
 HX1831  STATE/COUNTY-  WV/NICHOLAS
 HX1831  USGS QUAD   -  ANSTED (1976)
 HX1831
 HX1831                         *CURRENT SURVEY CONTROL
 HX1831  ___________________________________________________________________
 HX1831* NAD 83(1986)-  38 14 49.     (N)    081 07 12.     (W)     SCALED    
 HX1831* NAVD 88     -       250.043  (meters)     820.35   (feet)  ADJUSTED  
 HX1831  ___________________________________________________________________
 HX1831  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX1831  DYNAMIC HT  -         249.863 (meters)     819.76  (feet)  COMP
 HX1831  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 HX1831
 HX1831  VERT ORDER  -  SECOND    CLASS 0
 HX1831
 HX1831.The horizontal coordinates were scaled from a topographic map and have
 HX1831.an estimated accuracy of +/- 6 seconds.
 HX1831
 HX1831.The orthometric height was determined by differential leveling
 HX1831.and adjusted by the National Geodetic Survey in June 1991..
 HX1831
 HX1831.The geoid height was determined by GEOID03.
 HX1831
 HX1831.The dynamic height is computed by dividing the NAVD 88
 HX1831.geopotential number by the normal gravity value computed on the
 HX1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1831.degrees latitude (g = 980.6199 gals.).
 HX1831
 HX1831.The modeled gravity was interpolated from observed gravity values.
 HX1831
 HX1831;                    North         East    Units  Estimated Accuracy
 HX1831;SPC WV S     -   138,400.      589,500.      MT  (+/- 180 meters Scaled)
 HX1831
 HX1831                          SUPERSEDED SURVEY CONTROL
 HX1831
 HX1831  NGVD 29 (??/??/92)  250.225  (m)          820.95   (f) ADJ UNCH    2 0
 HX1831
 HX1831.Superseded values are not recommended for survey control.
 HX1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1831.See file dsdata.txt to determine how the superseded data were derived.
 HX1831
 HX1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC895332(NAD 83)
 HX1831_MARKER: DB = BENCH MARK DISK
 HX1831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1831_SP_SET: CULVERT
 HX1831_STAMPING: D 235 1961
 HX1831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1831
 HX1831  HISTORY     - Date     Condition        Report By
 HX1831  HISTORY     - 1961     MONUMENTED       CGS
 HX1831
 HX1831                          STATION DESCRIPTION
 HX1831
 HX1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1831'0.6 MI NE FROM SWISS.
 HX1831'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 39 FROM THE
 HX1831'MISSIONARY BAPTIST CHURCH AT SWISS, SET ON TOP OF THE NORTHEAST
 HX1831'END OF THE SOUTHEAST CONCRETE HEADWALL OF AN 8-FOOT CONCRETE
 HX1831'BOX CULVERT UNDER THE HIGHWAY, 19 FEET SOUTHEAST OF THE CENTER
 HX1831'LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF THE NORTHEAST END OF
 HX1831'THE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1362 ***********************************************************************
 HX1362  DESIGNATION -  D 236
 HX1362  PID         -  HX1362
 HX1362  STATE/COUNTY-  WV/NICHOLAS
 HX1362  USGS QUAD   -  MOUNT NEBO (1976)
 HX1362
 HX1362                         *CURRENT SURVEY CONTROL
 HX1362  ___________________________________________________________________
 HX1362* NAD 83(1986)-  38 09 12.     (N)    080 47 28.     (W)     SCALED    
 HX1362* NAVD 88     -       794.274  (meters)    2605.88   (feet)  ADJUSTED  
 HX1362  ___________________________________________________________________
 HX1362  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HX1362  DYNAMIC HT  -         793.647 (meters)    2603.82  (feet)  COMP
 HX1362  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 HX1362
 HX1362  VERT ORDER  -  SECOND    CLASS 0
 HX1362
 HX1362.The horizontal coordinates were scaled from a topographic map and have
 HX1362.an estimated accuracy of +/- 6 seconds.
 HX1362
 HX1362.The orthometric height was determined by differential leveling
 HX1362.and adjusted by the National Geodetic Survey in June 1991..
 HX1362
 HX1362.The geoid height was determined by GEOID03.
 HX1362
 HX1362.The dynamic height is computed by dividing the NAVD 88
 HX1362.geopotential number by the normal gravity value computed on the
 HX1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1362.degrees latitude (g = 980.6199 gals.).
 HX1362
 HX1362.The modeled gravity was interpolated from observed gravity values.
 HX1362
 HX1362;                    North         East    Units  Estimated Accuracy
 HX1362;SPC WV S     -   128,030.      618,310.      MT  (+/- 180 meters Scaled)
 HX1362
 HX1362                          SUPERSEDED SURVEY CONTROL
 HX1362
 HX1362  NGVD 29 (??/??/92)  794.433  (m)         2606.40   (f) ADJ UNCH    2 0
 HX1362
 HX1362.Superseded values are not recommended for survey control.
 HX1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1362.See file dsdata.txt to determine how the superseded data were derived.
 HX1362
 HX1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC183228(NAD 83)
 HX1362_MARKER: DB = BENCH MARK DISK
 HX1362_SETTING: 66 = SET IN ROCK OUTCROP
 HX1362_SP_SET: ROCK CUT
 HX1362_STAMPING: D 236 1962
 HX1362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1362+STABILITY: POSITION/ELEVATION WELL
 HX1362
 HX1362  HISTORY     - Date     Condition        Report By
 HX1362  HISTORY     - 1962     MONUMENTED       CGS
 HX1362
 HX1362                          STATION DESCRIPTION
 HX1362
 HX1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1362'7.9 MI W FROM LEIVASY.
 HX1362'ABOUT 0.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX1362'AT LEIVASY, THENCE ABOUT 7.6 MILES WEST ALONG A BLACK TOP ROAD,
 HX1362'ABOUT 0.3 MILES NORTHWEST OF THE JUNCTION OF A GRADED SIDE ROAD
 HX1362'LEADING SOUTH, ON THE SOUTHEAST SLOPE OF A HILL, ON THE OUTSIDE
 HX1362'AT THE NORTHWEST END OF A CURVE WITH TANGENTS EXTENDING SOUTH
 HX1362'AND NORTHWEST, SET ON TOP OF THE NORTHWEST END OF A ROCK CUT
 HX1362'ABOUT 50 FEET LONG PROJECTING 4 1/2 FEET, 16 FEET NORTHEAST
 HX1362'OF THE CENTER LINE OF THE ROAD, 0.5 FEET NORTHEAST OF THE
 HX1362'SOUTHWEST EDGE OF THE ROCK, AND ABOUT 4 FEET ABOVE THE LEVEL OF
 HX1362'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1399 ***********************************************************************
 HX1399  DESIGNATION -  D 237
 HX1399  PID         -  HX1399
 HX1399  STATE/COUNTY-  WV/GREENBRIER
 HX1399  USGS QUAD   -  CORLISS (1976)
 HX1399
 HX1399                         *CURRENT SURVEY CONTROL
 HX1399  ___________________________________________________________________
 HX1399* NAD 83(1986)-  38 04 07.     (N)    080 50 18.     (W)     SCALED    
 HX1399* NAVD 88     -       879.255  (meters)    2884.69   (feet)  ADJUSTED  
 HX1399  ___________________________________________________________________
 HX1399  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX1399  DYNAMIC HT  -         878.556 (meters)    2882.40  (feet)  COMP
 HX1399  MODELED GRAV-     979,803.1   (mgal)                       NAVD 88
 HX1399
 HX1399  VERT ORDER  -  SECOND    CLASS 0
 HX1399
 HX1399.The horizontal coordinates were scaled from a topographic map and have
 HX1399.an estimated accuracy of +/- 6 seconds.
 HX1399
 HX1399.The orthometric height was determined by differential leveling
 HX1399.and adjusted by the National Geodetic Survey in June 1991..
 HX1399
 HX1399.The geoid height was determined by GEOID03.
 HX1399
 HX1399.The dynamic height is computed by dividing the NAVD 88
 HX1399.geopotential number by the normal gravity value computed on the
 HX1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1399.degrees latitude (g = 980.6199 gals.).
 HX1399
 HX1399.The modeled gravity was interpolated from observed gravity values.
 HX1399
 HX1399;                    North         East    Units  Estimated Accuracy
 HX1399;SPC WV S     -   118,620.      614,190.      MT  (+/- 180 meters Scaled)
 HX1399
 HX1399                          SUPERSEDED SURVEY CONTROL
 HX1399
 HX1399  NGVD 29 (??/??/92)  879.422  (m)         2885.24   (f) ADJ UNCH    2 0
 HX1399
 HX1399.Superseded values are not recommended for survey control.
 HX1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1399.See file dsdata.txt to determine how the superseded data were derived.
 HX1399
 HX1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC141134(NAD 83)
 HX1399_MARKER: DB = BENCH MARK DISK
 HX1399_SETTING: 80 = SET IN A BOULDER
 HX1399_SP_SET: BOULDER
 HX1399_STAMPING: D 237 1962
 HX1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1399+STABILITY: SURFACE MOTION
 HX1399
 HX1399  HISTORY     - Date     Condition        Report By
 HX1399  HISTORY     - 1962     MONUMENTED       CGS
 HX1399
 HX1399                          STATION DESCRIPTION
 HX1399
 HX1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1399'4.3 MI NE FROM RUSSELLVILLE.
 HX1399'ABOUT 4.3 MILES NORTHEAST ALONG A BLACK TOP AND GRADED ROAD
 HX1399'FROM THE POST OFFICE AT RUSSELLVILLE, AT THE FOOT OF A SHORT
 HX1399'HILL ON THE NORTHEAST SLOPE, SET ON TOP OF A FLAT BOULDER ABOUT
 HX1399'28 FEET LONG BY 21 FEET WIDE AT THE SOUTHEAST END, PROJECTING
 HX1399'3 FEET BY 2 1/2 FEET WIDE AT THE NORTHWEST END, 42 FEET SOUTHEAST
 HX1399'OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTHEAST OF THE NORTHWEST
 HX1399'END OF THE ROCK, 4.5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE
 HX1399'ROCK, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1199 ***********************************************************************
 HX1199  DESIGNATION -  D 238
 HX1199  PID         -  HX1199
 HX1199  STATE/COUNTY-  WV/NICHOLAS
 HX1199  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1199
 HX1199                         *CURRENT SURVEY CONTROL
 HX1199  ___________________________________________________________________
 HX1199* NAD 83(1986)-  38 15 27.     (N)    080 31 15.     (W)     SCALED    
 HX1199* NAVD 88     -       899.608  (meters)    2951.46   (feet)  ADJUSTED  
 HX1199  ___________________________________________________________________
 HX1199  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX1199  DYNAMIC HT  -         898.900 (meters)    2949.14  (feet)  COMP
 HX1199  MODELED GRAV-     979,810.1   (mgal)                       NAVD 88
 HX1199
 HX1199  VERT ORDER  -  SECOND    CLASS 0
 HX1199
 HX1199.The horizontal coordinates were scaled from a topographic map and have
 HX1199.an estimated accuracy of +/- 6 seconds.
 HX1199
 HX1199.The orthometric height was determined by differential leveling
 HX1199.and adjusted by the National Geodetic Survey in June 1991..
 HX1199
 HX1199.The geoid height was determined by GEOID03.
 HX1199
 HX1199.The dynamic height is computed by dividing the NAVD 88
 HX1199.geopotential number by the normal gravity value computed on the
 HX1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1199.degrees latitude (g = 980.6199 gals.).
 HX1199
 HX1199.The modeled gravity was interpolated from observed gravity values.
 HX1199
 HX1199;                    North         East    Units  Estimated Accuracy
 HX1199;SPC WV S     -   139,680.      641,940.      MT  (+/- 180 meters Scaled)
 HX1199
 HX1199                          SUPERSEDED SURVEY CONTROL
 HX1199
 HX1199  NGVD 29 (??/??/92)  899.758  (m)         2951.96   (f) ADJ UNCH    2 0
 HX1199
 HX1199.Superseded values are not recommended for survey control.
 HX1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1199.See file dsdata.txt to determine how the superseded data were derived.
 HX1199
 HX1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC419344(NAD 83)
 HX1199_MARKER: DB = BENCH MARK DISK
 HX1199_SETTING: 66 = SET IN ROCK OUTCROP
 HX1199_SP_SET: ROCK CUT
 HX1199_STAMPING: D 238 1962
 HX1199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1199+STABILITY: POSITION/ELEVATION WELL
 HX1199
 HX1199  HISTORY     - Date     Condition        Report By
 HX1199  HISTORY     - 1962     MONUMENTED       CGS
 HX1199
 HX1199                          STATION DESCRIPTION
 HX1199
 HX1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1199'3 MI N FROM RICHWOOD.
 HX1199'ABOUT 0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1199'OFFICE AT RICHWOOD, THENCE 2.1 MILES NORTH ALONG COUNTY ROAD 76
 HX1199'(A BLACK TOP ROAD), ON THE INSIDE OF A SHORT CURVE WITH TANGENTS
 HX1199'EXTENDING NORTH AND SOUTHWEST, SET VERTICALLY IN THE EAST FACE
 HX1199'OF A ROCK CUT ABOUT 30 YARDS LONG-BY-15 FEET HIGH AT THE HIGHEST
 HX1199'POINT AND CURVING WITH THE ROAD, 14 FEET WEST OF CENTER LINE OF
 HX1199'THE ROAD, ABOUT 25 FEET SOUTH OF THE NORTH END OF THE ROCK,
 HX1199'ABOUT 0.3 MILE SOUTHWEST OF A GRADED ROAD INTERSECTION, AND ABOUT
 HX1199'1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1312 ***********************************************************************
 HX1312  DESIGNATION -  D 239
 HX1312  PID         -  HX1312
 HX1312  STATE/COUNTY-  WV/NICHOLAS
 HX1312  USGS QUAD   -  RICHWOOD (1995)
 HX1312
 HX1312                         *CURRENT SURVEY CONTROL
 HX1312  ___________________________________________________________________
 HX1312* NAD 83(1986)-  38 13 02.     (N)    080 32 15.     (W)     SCALED    
 HX1312* NAVD 88     -       728.374  (meters)    2389.67   (feet)  ADJUSTED  
 HX1312  ___________________________________________________________________
 HX1312  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX1312  DYNAMIC HT  -         727.795 (meters)    2387.77  (feet)  COMP
 HX1312  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 HX1312
 HX1312  VERT ORDER  -  SECOND    CLASS 0
 HX1312
 HX1312.The horizontal coordinates were scaled from a topographic map and have
 HX1312.an estimated accuracy of +/- 6 seconds.
 HX1312
 HX1312.The orthometric height was determined by differential leveling
 HX1312.and adjusted by the National Geodetic Survey in June 1991..
 HX1312
 HX1312.The geoid height was determined by GEOID03.
 HX1312
 HX1312.The dynamic height is computed by dividing the NAVD 88
 HX1312.geopotential number by the normal gravity value computed on the
 HX1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1312.degrees latitude (g = 980.6199 gals.).
 HX1312
 HX1312.The modeled gravity was interpolated from observed gravity values.
 HX1312
 HX1312;                    North         East    Units  Estimated Accuracy
 HX1312;SPC WV S     -   135,200.      640,500.      MT  (+/- 180 meters Scaled)
 HX1312
 HX1312                          SUPERSEDED SURVEY CONTROL
 HX1312
 HX1312  NGVD 29 (??/??/92)  728.515  (m)         2390.14   (f) ADJ UNCH    2 0
 HX1312
 HX1312.Superseded values are not recommended for survey control.
 HX1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1312.See file dsdata.txt to determine how the superseded data were derived.
 HX1312
 HX1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC404300(NAD 83)
 HX1312_MARKER: DB = BENCH MARK DISK
 HX1312_SETTING: 66 = SET IN ROCK OUTCROP
 HX1312_SP_SET: ROCK CLIFF
 HX1312_STAMPING: D 239 1962
 HX1312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1312+STABILITY: POSITION/ELEVATION WELL
 HX1312
 HX1312  HISTORY     - Date     Condition        Report By
 HX1312  HISTORY     - 1962     MONUMENTED       CGS
 HX1312
 HX1312                          STATION DESCRIPTION
 HX1312
 HX1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1312'0.5 MI S FROM RICHWOOD.
 HX1312'ABOUT 0.5 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION
 HX1312'OF RIVERSIDE DRIVE AT RICHWOOD, ON THE STEEP SLOPE OF THE
 HX1312'MOUNTAIN, SET ON TOP OF A SLOPING LEDGE ON THE WEST FACE OF A
 HX1312'ROCK CLIFF ABOUT 15 FEET LONG BY 12 FEET HIGH AND IS PART OF A
 HX1312'18 FOOT BANK ON THE EAST SIDE OF THE ROAD, 16 1/2 FEET EAST OF
 HX1312'CENTER LINE OF ROAD, ABOUT 115 FEET NORTH OF CONCRETE BOX
 HX1312'AROUND A SPRING IN THE BANK EAST OF THE ROAD, AND ABOUT 7 FEET
 HX1312'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0468 ***********************************************************************
 JX0468  DESIGNATION -  D 24
 JX0468  PID         -  JX0468
 JX0468  STATE/COUNTY-  WV/WETZEL
 JX0468  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0468
 JX0468                         *CURRENT SURVEY CONTROL
 JX0468  ___________________________________________________________________
 JX0468* NAD 83(1986)-  39 38 31.     (N)    080 51 40.     (W)     SCALED    
 JX0468* NAVD 88     -       193.173  (meters)     633.77   (feet)  ADJUSTED  
 JX0468  ___________________________________________________________________
 JX0468  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX0468  DYNAMIC HT  -         193.063 (meters)     633.41  (feet)  COMP
 JX0468  MODELED GRAV-     980,055.3   (mgal)                       NAVD 88
 JX0468
 JX0468  VERT ORDER  -  SECOND    CLASS 0
 JX0468
 JX0468.The horizontal coordinates were scaled from a topographic map and have
 JX0468.an estimated accuracy of +/- 6 seconds.
 JX0468
 JX0468.The orthometric height was determined by differential leveling
 JX0468.and adjusted by the National Geodetic Survey in June 1991..
 JX0468
 JX0468.The geoid height was determined by GEOID03.
 JX0468
 JX0468.The dynamic height is computed by dividing the NAVD 88
 JX0468.geopotential number by the normal gravity value computed on the
 JX0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0468.degrees latitude (g = 980.6199 gals.).
 JX0468
 JX0468.The modeled gravity was interpolated from observed gravity values.
 JX0468
 JX0468;                    North         East    Units  Estimated Accuracy
 JX0468;SPC WV N     -   127,660.      483,180.      MT  (+/- 180 meters Scaled)
 JX0468
 JX0468                          SUPERSEDED SURVEY CONTROL
 JX0468
 JX0468  NGVD 29 (??/??/92)  193.327  (m)          634.27   (f) ADJ UNCH    2 0
 JX0468
 JX0468.Superseded values are not recommended for survey control.
 JX0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0468.See file dsdata.txt to determine how the superseded data were derived.
 JX0468
 JX0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND119880(NAD 83)
 JX0468_MARKER: DB = BENCH MARK DISK
 JX0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0468_STAMPING: D 24 1935
 JX0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0468+STABILITY: SURFACE MOTION
 JX0468
 JX0468  HISTORY     - Date     Condition        Report By
 JX0468  HISTORY     - 1935     MONUMENTED       CGS
 JX0468  HISTORY     - 1957     GOOD             NGS
 JX0468  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0468
 JX0468                          STATION DESCRIPTION
 JX0468
 JX0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0468'AT NEW MARTINSVILLE.
 JX0468'AT NEW MARTINSVILLE, IN THE NORTHEAST CORNER OF A SMALL PARK
 JX0468'AT THE BALTIMORE AND OHIO RAILROAD STATION, 51 FEET SOUTHEAST OF
 JX0468'THE SOUTHEAST CORNER OF THE RAILWAY EXPRESS AGENCY OFFICE,
 JX0468'16 1/2 FEET WEST OF WEST RAIL OF WEST TRACK, 27 1/2 FEET SOUTH
 JX0468'OF MILEAGE POLE NO. 37+20 (THE FIRST POLE SOUTH OF STATION),
 JX0468'ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A
 JX0468'CONCRETE POST PROJECTING 2 INCHES.
 JX0468
 JX0468                          STATION RECOVERY (1983)
 JX0468
 JX0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0468'NOT RECOVERED, NO EVIDENCE OF MARK WAS FOUND AFTER A THOROUGH SEARCH
 JX0468'WAS MADE, SEVERAL REFERENCE POINTS NO LONGER EXIST, DESCRIPTION IS
 JX0468'INADEQUATE TO RECOVER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0992 ***********************************************************************
 HX0992  DESIGNATION -  D 240
 HX0992  PID         -  HX0992
 HX0992  STATE/COUNTY-  WV/WEBSTER
 HX0992  USGS QUAD   -  COWEN (1995)
 HX0992
 HX0992                         *CURRENT SURVEY CONTROL
 HX0992  ___________________________________________________________________
 HX0992* NAD 83(1986)-  38 24 30.     (N)    080 30 14.     (W)     SCALED    
 HX0992* NAVD 88     -       701.409  (meters)    2301.21   (feet)  ADJUSTED  
 HX0992  ___________________________________________________________________
 HX0992  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HX0992  DYNAMIC HT  -         700.871 (meters)    2299.44  (feet)  COMP
 HX0992  MODELED GRAV-     979,838.8   (mgal)                       NAVD 88
 HX0992
 HX0992  VERT ORDER  -  SECOND    CLASS 0
 HX0992
 HX0992.The horizontal coordinates were scaled from a topographic map and have
 HX0992.an estimated accuracy of +/- 6 seconds.
 HX0992
 HX0992.The orthometric height was determined by differential leveling
 HX0992.and adjusted by the National Geodetic Survey in June 1991..
 HX0992
 HX0992.The geoid height was determined by GEOID03.
 HX0992
 HX0992.The dynamic height is computed by dividing the NAVD 88
 HX0992.geopotential number by the normal gravity value computed on the
 HX0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0992.degrees latitude (g = 980.6199 gals.).
 HX0992
 HX0992.The modeled gravity was interpolated from observed gravity values.
 HX0992
 HX0992;                    North         East    Units  Estimated Accuracy
 HX0992;SPC WV S     -   156,430.      643,330.      MT  (+/- 180 meters Scaled)
 HX0992
 HX0992                          SUPERSEDED SURVEY CONTROL
 HX0992
 HX0992  NGVD 29 (??/??/92)  701.562  (m)         2301.71   (f) ADJ UNCH    2 0
 HX0992
 HX0992.Superseded values are not recommended for survey control.
 HX0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0992.See file dsdata.txt to determine how the superseded data were derived.
 HX0992
 HX0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC433512(NAD 83)
 HX0992_MARKER: DB = BENCH MARK DISK
 HX0992_SETTING: 66 = SET IN ROCK OUTCROP
 HX0992_SP_SET: ROCK CUT
 HX0992_STAMPING: D 240 1962
 HX0992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0992+STABILITY: POSITION/ELEVATION WELL
 HX0992
 HX0992  HISTORY     - Date     Condition        Report By
 HX0992  HISTORY     - 1962     MONUMENTED       CGS
 HX0992
 HX0992                          STATION DESCRIPTION
 HX0992
 HX0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0992'3.1 MI E FROM COWEN.
 HX0992'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 HX0992'BAPTIST CHURCH AT COWEN, AT THE VERY SMALL TOWN OF UPPER GLADE,
 HX0992'ABOUT 0.1 MILE SOUTHWEST ACROSS A OPEN FIELD FROM UPPER GLADE
 HX0992'GRADE SCHOOL, 111 FEET SOUTHEAST OF NORTHWEST END OF CUT, 19.5
 HX0992'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, ABOUT LEVEL WITH
 HX0992'HIGHWAY, AND SET ON TOP OF A 2 FOOT LONG-BY-1/2 FOOT WIDE LEDGE
 HX0992'ON THE NORTHEAST FACE OF A 240 FEET LONG-BY-10 FOOT HIGH CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0981 ***********************************************************************
 HX0981  DESIGNATION -  D 241
 HX0981  PID         -  HX0981
 HX0981  STATE/COUNTY-  WV/WEBSTER
 HX0981  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0981
 HX0981                         *CURRENT SURVEY CONTROL
 HX0981  ___________________________________________________________________
 HX0981* NAD 83(1986)-  38 20 00.     (N)    080 28 37.     (W)     SCALED    
 HX0981* NAVD 88     -       752.867  (meters)    2470.03   (feet)  ADJUSTED  
 HX0981  ___________________________________________________________________
 HX0981  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX0981  DYNAMIC HT  -         752.246 (meters)    2467.99  (feet)  COMP
 HX0981  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 HX0981
 HX0981  VERT ORDER  -  SECOND    CLASS 0
 HX0981
 HX0981.The horizontal coordinates were scaled from a topographic map and have
 HX0981.an estimated accuracy of +/- 6 seconds.
 HX0981
 HX0981.The orthometric height was determined by differential leveling
 HX0981.and adjusted by the National Geodetic Survey in June 1991..
 HX0981
 HX0981.The geoid height was determined by GEOID03.
 HX0981
 HX0981.The dynamic height is computed by dividing the NAVD 88
 HX0981.geopotential number by the normal gravity value computed on the
 HX0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0981.degrees latitude (g = 980.6199 gals.).
 HX0981
 HX0981.The modeled gravity was interpolated from observed gravity values.
 HX0981
 HX0981;                    North         East    Units  Estimated Accuracy
 HX0981;SPC WV S     -   148,110.      645,730.      MT  (+/- 180 meters Scaled)
 HX0981
 HX0981                          SUPERSEDED SURVEY CONTROL
 HX0981
 HX0981  NGVD 29 (??/??/92)  752.971  (m)         2470.37   (f) ADJ UNCH    2 0
 HX0981
 HX0981.Superseded values are not recommended for survey control.
 HX0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0981.See file dsdata.txt to determine how the superseded data were derived.
 HX0981
 HX0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC457429(NAD 83)
 HX0981_MARKER: DB = BENCH MARK DISK
 HX0981_SETTING: 80 = SET IN A BOULDER
 HX0981_SP_SET: BOULDER
 HX0981_STAMPING: D 241 1962
 HX0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0981+STABILITY: SURFACE MOTION
 HX0981
 HX0981  HISTORY     - Date     Condition        Report By
 HX0981  HISTORY     - 1962     MONUMENTED       CGS
 HX0981
 HX0981                          STATION DESCRIPTION
 HX0981
 HX0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0981'11.6 MI N FROM RICHWOOD.
 HX0981'0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 HX0981'AT RICHWOOD, THENCE ABOUT 2.4 MILES NORTH ALONG COUNTY ROAD 76,
 HX0981'THENCE ABOUT 8.3 MILES NORTH ALONG THE GRADED FOREST SERVICE
 HX0981'ROAD 76, ABOUT 0.8 MILES SOUTHWEST OF THE JUNCTION WITH FOREST
 HX0981'SERVICE ROAD 101, SET ON TOP OF THE NORTHEAST CORNER OF A BOULDER
 HX0981'ABOUT 55 BY 20 FEET WIDE NEAR THE CENTER, PROJECTING 7 FEET AT
 HX0981'THE EAST END AND 2 1/2 FEET AT THE WEST END, 48 FEET SOUTHEAST
 HX0981'OF THE CENTER LINE OF THE ROAD, 3.4 FEET SOUTHWEST OF THE
 HX0981'NORTHEAST CORNER OF THE ROCK, 1.6 FEET WEST OF THE EAST END OF
 HX0981'THE BOULDER, ABOUT 0.25 MILES SOUTHWEST OF ALDRICH BRANCH, AND
 HX0981'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0810 ***********************************************************************
 HX0810  DESIGNATION -  D 242
 HX0810  PID         -  HX0810
 HX0810  STATE/COUNTY-  WV/POCAHONTAS
 HX0810  USGS QUAD   -  LOBELIA (1995)
 HX0810
 HX0810                         *CURRENT SURVEY CONTROL
 HX0810  ___________________________________________________________________
 HX0810* NAD 83(1986)-  38 14 41.     (N)    080 18 40.     (W)     SCALED    
 HX0810* NAVD 88     -       995.542  (meters)    3266.21   (feet)  ADJUSTED  
 HX0810  ___________________________________________________________________
 HX0810  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HX0810  DYNAMIC HT  -         994.692 (meters)    3263.42  (feet)  COMP
 HX0810  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 HX0810
 HX0810  VERT ORDER  -  SECOND    CLASS 0
 HX0810
 HX0810.The horizontal coordinates were scaled from a topographic map and have
 HX0810.an estimated accuracy of +/- 6 seconds.
 HX0810
 HX0810.The orthometric height was determined by differential leveling
 HX0810.and adjusted by the National Geodetic Survey in June 1991..
 HX0810
 HX0810.The geoid height was determined by GEOID03.
 HX0810
 HX0810.The dynamic height is computed by dividing the NAVD 88
 HX0810.geopotential number by the normal gravity value computed on the
 HX0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0810.degrees latitude (g = 980.6199 gals.).
 HX0810
 HX0810.The modeled gravity was interpolated from observed gravity values.
 HX0810
 HX0810;                    North         East    Units  Estimated Accuracy
 HX0810;SPC WV S     -   138,370.      660,300.      MT  (+/- 180 meters Scaled)
 HX0810
 HX0810                          SUPERSEDED SURVEY CONTROL
 HX0810
 HX0810  NGVD 29 (??/??/92)  995.611  (m)         3266.43   (f) ADJ UNCH    2 0
 HX0810
 HX0810.Superseded values are not recommended for survey control.
 HX0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0810.See file dsdata.txt to determine how the superseded data were derived.
 HX0810
 HX0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC602331(NAD 83)
 HX0810_MARKER: DB = BENCH MARK DISK
 HX0810_SETTING: 66 = SET IN ROCK OUTCROP
 HX0810_SP_SET: PROJECTING ROCK
 HX0810_STAMPING: D242 1962
 HX0810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0810+STABILITY: POSITION/ELEVATION WELL
 HX0810
 HX0810  HISTORY     - Date     Condition        Report By
 HX0810  HISTORY     - 1962     MONUMENTED       CGS
 HX0810
 HX0810                          STATION DESCRIPTION
 HX0810
 HX0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0810'12.4 MI NW FROM MILL POINT.
 HX0810'6.7 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX0810'U.S. HIGHWAY 219 AT MILL POINT, THENCE 5.7 MILES NORTHWEST ALONG
 HX0810'FOREST SERVICE ROAD 102, ABOUT 0.15 MILES NORTHWEST OF LOST RUN,
 HX0810'SET IN THE TOP OF THE SOUTH CORNER OF A TRIANGULAR ROCK THAT
 HX0810'IS ABOUT 3.5 FEET HIGH AT THE SOUTH CORNER PROJECTING OUT OF THE
 HX0810'MOUNTAIN SIDE, 29 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HX0810'1 FOOT NORTH OF THE SOUTH CORNER OF THE ROCK, AND ABOUT 10 FEET
 HX0810'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0871 ***********************************************************************
 HX0871  DESIGNATION -  D 243
 HX0871  PID         -  HX0871
 HX0871  STATE/COUNTY-  WV/GREENBRIER
 HX0871  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0871
 HX0871                         *CURRENT SURVEY CONTROL
 HX0871  ___________________________________________________________________
 HX0871* NAD 83(1986)-  38 12 58.     (N)    080 26 14.     (W)     SCALED    
 HX0871* NAVD 88     -       884.929  (meters)    2903.30   (feet)  ADJUSTED  
 HX0871  ___________________________________________________________________
 HX0871  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HX0871  DYNAMIC HT  -         884.193 (meters)    2900.89  (feet)  COMP
 HX0871  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 HX0871
 HX0871  VERT ORDER  -  SECOND    CLASS 0
 HX0871
 HX0871.The horizontal coordinates were scaled from a topographic map and have
 HX0871.an estimated accuracy of +/- 6 seconds.
 HX0871
 HX0871.The orthometric height was determined by differential leveling
 HX0871.and adjusted by the National Geodetic Survey in June 1991..
 HX0871
 HX0871.The geoid height was determined by GEOID03.
 HX0871
 HX0871.The dynamic height is computed by dividing the NAVD 88
 HX0871.geopotential number by the normal gravity value computed on the
 HX0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0871.degrees latitude (g = 980.6199 gals.).
 HX0871
 HX0871.The modeled gravity was interpolated from observed gravity values.
 HX0871
 HX0871;                    North         East    Units  Estimated Accuracy
 HX0871;SPC WV S     -   135,120.      649,280.      MT  (+/- 180 meters Scaled)
 HX0871
 HX0871                          SUPERSEDED SURVEY CONTROL
 HX0871
 HX0871  NGVD 29 (??/??/92)  885.030  (m)         2903.64   (f) ADJ UNCH    2 0
 HX0871
 HX0871.Superseded values are not recommended for survey control.
 HX0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0871.See file dsdata.txt to determine how the superseded data were derived.
 HX0871
 HX0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC492299(NAD 83)
 HX0871_MARKER: DB = BENCH MARK DISK
 HX0871_SETTING: 66 = SET IN ROCK OUTCROP
 HX0871_SP_SET: ROCK CUT
 HX0871_STAMPING: D 243 1962
 HX0871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0871+STABILITY: POSITION/ELEVATION WELL
 HX0871
 HX0871  HISTORY     - Date     Condition        Report By
 HX0871  HISTORY     - 1962     MONUMENTED       CGS
 HX0871
 HX0871                          STATION DESCRIPTION
 HX0871
 HX0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0871'9 MI E FROM RICHWOOD.
 HX0871'9.0 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 HX0871'RICHWOOD, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING TO THE
 HX0871'NORTH AND EAST, AT THE CONFLUENCE OF THE NORTH FORK OF THE CHERRY
 HX0871'RIVER AND TEN MILE BRANCH, SET VERTICALLY IN THE SOUTHWEST FACE
 HX0871'OF A ROCK THAT IS ABOUT 30-FOOT BY 3 1/2-FOOT HIGH WHICH IS A
 HX0871'PART OF A LARGE CUT, 16 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 HX0871'THE HIGHWAY, 10 FEET SOUTHEAST OF THE NORTHWEST END OF THE ROCK,
 HX0871'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0662 ***********************************************************************
 HX0662  DESIGNATION -  D 244
 HX0662  PID         -  HX0662
 HX0662  STATE/COUNTY-  WV/WEBSTER
 HX0662  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0662
 HX0662                         *CURRENT SURVEY CONTROL
 HX0662  ___________________________________________________________________
 HX0662* NAD 83(1986)-  38 26 03.     (N)    080 24 09.     (W)     SCALED    
 HX0662* NAVD 88     -       697.530  (meters)    2288.48   (feet)  ADJUSTED  
 HX0662  ___________________________________________________________________
 HX0662  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX0662  DYNAMIC HT  -         696.991 (meters)    2286.71  (feet)  COMP
 HX0662  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 HX0662
 HX0662  VERT ORDER  -  SECOND    CLASS 0
 HX0662
 HX0662.The horizontal coordinates were scaled from a topographic map and have
 HX0662.an estimated accuracy of +/- 6 seconds.
 HX0662
 HX0662.The orthometric height was determined by differential leveling
 HX0662.and adjusted by the National Geodetic Survey in June 1991..
 HX0662
 HX0662.The geoid height was determined by GEOID03.
 HX0662
 HX0662.The dynamic height is computed by dividing the NAVD 88
 HX0662.geopotential number by the normal gravity value computed on the
 HX0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0662.degrees latitude (g = 980.6199 gals.).
 HX0662
 HX0662.The modeled gravity was interpolated from observed gravity values.
 HX0662
 HX0662;                    North         East    Units  Estimated Accuracy
 HX0662;SPC WV S     -   159,350.      652,170.      MT  (+/- 180 meters Scaled)
 HX0662
 HX0662                          SUPERSEDED SURVEY CONTROL
 HX0662
 HX0662  NGVD 29 (??/??/92)  697.675  (m)         2288.96   (f) ADJ UNCH    2 0
 HX0662
 HX0662.Superseded values are not recommended for survey control.
 HX0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0662.See file dsdata.txt to determine how the superseded data were derived.
 HX0662
 HX0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC521541(NAD 83)
 HX0662_MARKER: DB = BENCH MARK DISK
 HX0662_SETTING: 66 = SET IN ROCK OUTCROP
 HX0662_SP_SET: SLOPING ROCK
 HX0662_STAMPING: D 244 1962
 HX0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0662+STABILITY: POSITION/ELEVATION WELL
 HX0662
 HX0662  HISTORY     - Date     Condition        Report By
 HX0662  HISTORY     - 1962     MONUMENTED       CGS
 HX0662
 HX0662                          STATION DESCRIPTION
 HX0662
 HX0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0662'2.5 MI SE FROM BOLAIR.
 HX0662'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0662'BOLAIR, THENCE 2.3 MILES SOUTHEAST ALONG GAULEY RIVER ROAD, ABOUT
 HX0662'0.1 MILE SOUTHEAST OF BEAVER RUN, ON THE TOP OF A ROCK THAT IS
 HX0662'ABOUT 10-BY 8 FOOT WIDE AND SLOPES TO THE SOUTHWEST, 33 FEET
 HX0662'NORTHEAST OF THE CENTER LINE OF THE ROAD, 3.8 FEET NORTH OF THE
 HX0662'SOUTH EDGE OF THE ROCK, 3.1 FEET WEST OF THE EAST END OF THE
 HX0662'ROCK, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0608 ***********************************************************************
 HX0608  DESIGNATION -  D 245
 HX0608  PID         -  HX0608
 HX0608  STATE/COUNTY-  WV/POCAHONTAS
 HX0608  USGS QUAD   -  EDRAY (1995)
 HX0608
 HX0608                         *CURRENT SURVEY CONTROL
 HX0608  ___________________________________________________________________
 HX0608* NAD 83(1986)-  38 15 10.     (N)    080 05 45.     (W)     SCALED    
 HX0608* NAVD 88     -       742.591  (meters)    2436.32   (feet)  ADJUSTED  
 HX0608  ___________________________________________________________________
 HX0608  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HX0608  DYNAMIC HT  -         741.996 (meters)    2434.37  (feet)  COMP
 HX0608  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 HX0608
 HX0608  VERT ORDER  -  FIRST     CLASS II
 HX0608
 HX0608.The horizontal coordinates were scaled from a topographic map and have
 HX0608.an estimated accuracy of +/- 6 seconds.
 HX0608
 HX0608.The orthometric height was determined by differential leveling
 HX0608.and adjusted by the National Geodetic Survey in June 1991..
 HX0608
 HX0608.The geoid height was determined by GEOID03.
 HX0608
 HX0608.The dynamic height is computed by dividing the NAVD 88
 HX0608.geopotential number by the normal gravity value computed on the
 HX0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0608.degrees latitude (g = 980.6199 gals.).
 HX0608
 HX0608.The modeled gravity was interpolated from observed gravity values.
 HX0608
 HX0608;                    North         East    Units  Estimated Accuracy
 HX0608;SPC WV S     -   139,430.      679,140.      MT  (+/- 180 meters Scaled)
 HX0608
 HX0608                          SUPERSEDED SURVEY CONTROL
 HX0608
 HX0608  NGVD 29 (??/??/92)  742.670  (m)         2436.58   (f) ADJ UNCH    1 2
 HX0608
 HX0608.Superseded values are not recommended for survey control.
 HX0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0608.See file dsdata.txt to determine how the superseded data were derived.
 HX0608
 HX0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC791342(NAD 83)
 HX0608_MARKER: DB = BENCH MARK DISK
 HX0608_SETTING: 66 = SET IN ROCK OUTCROP
 HX0608_SP_SET: ROCK CUT
 HX0608_STAMPING: D 245 1962
 HX0608_MARK LOGO: CGS   
 HX0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0608+STABILITY: POSITION/ELEVATION WELL
 HX0608
 HX0608  HISTORY     - Date     Condition        Report By
 HX0608  HISTORY     - 1962     MONUMENTED       CGS
 HX0608  HISTORY     - 1983     GOOD             NGS
 HX0608
 HX0608                          STATION DESCRIPTION
 HX0608
 HX0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0608'2.2 MI N FROM MARLINTON.
 HX0608'2.15 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST
 HX0608'END OF THE STATE HIGHWAY 39 BRIDGE OVER GREENBRIER RIVER AT
 HX0608'MARLINTON, ABOUT 1.0 MILE NORTH OF THE NORTH END OF THE U.S.
 HX0608'HIGHWAY BRIDGE OVER STONY CREEK AT CAMPBELLTOWN, ABOUT 1.0
 HX0608'MILE SOUTH OF THE JUNCTION OF A BLACK TOP ROAD LEADING TO WOODROW,
 HX0608'ABOUT 0.25 MILE SOUTH OF THE JUNCTION OF A GRADED ROAD LEADING
 HX0608'SOUTHEAST, SET VERTICALLY IN THE EAST FACE OF A ROCK CUT ABOUT 30
 HX0608'YARDS LONG IN A LONG DEEP DIRT CUT, 91 YARDS SOUTH OF THE NORTH END
 HX0608'OF THE EARTH PORTION OF THE CUT, 19 FEET WEST OF THE CENTER
 HX0608'LINE OF THE HIGHWAY, 127 FEET SOUTH OF THE SOUTH END OF THE
 HX0608'WEST CONCRETE HEAD WALL OF A 30-INCH PIPE CULVERT, AND ABOUT 4
 HX0608'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX0608
 HX0608                          STATION RECOVERY (1983)
 HX0608
 HX0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0752 ***********************************************************************
 HX0752  DESIGNATION -  D 246
 HX0752  PID         -  HX0752
 HX0752  STATE/COUNTY-  WV/WEBSTER
 HX0752  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0752
 HX0752                         *CURRENT SURVEY CONTROL
 HX0752  ___________________________________________________________________
 HX0752* NAD 83(1986)-  38 21 15.     (N)    080 24 39.     (W)     SCALED    
 HX0752* NAVD 88     -       706.653  (meters)    2318.41   (feet)  ADJUSTED  
 HX0752  ___________________________________________________________________
 HX0752  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HX0752  DYNAMIC HT  -         706.096 (meters)    2316.58  (feet)  COMP
 HX0752  MODELED GRAV-     979,817.5   (mgal)                       NAVD 88
 HX0752
 HX0752  VERT ORDER  -  SECOND    CLASS 0
 HX0752
 HX0752.The horizontal coordinates were scaled from a topographic map and have
 HX0752.an estimated accuracy of +/- 6 seconds.
 HX0752
 HX0752.The orthometric height was determined by differential leveling
 HX0752.and adjusted by the National Geodetic Survey in June 1991..
 HX0752
 HX0752.The geoid height was determined by GEOID03.
 HX0752
 HX0752.The dynamic height is computed by dividing the NAVD 88
 HX0752.geopotential number by the normal gravity value computed on the
 HX0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0752.degrees latitude (g = 980.6199 gals.).
 HX0752
 HX0752.The modeled gravity was interpolated from observed gravity values.
 HX0752
 HX0752;                    North         East    Units  Estimated Accuracy
 HX0752;SPC WV S     -   150,460.      651,490.      MT  (+/- 180 meters Scaled)
 HX0752
 HX0752                          SUPERSEDED SURVEY CONTROL
 HX0752
 HX0752  NGVD 29 (??/??/92)  706.781  (m)         2318.83   (f) ADJ UNCH    2 0
 HX0752
 HX0752.Superseded values are not recommended for survey control.
 HX0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0752.See file dsdata.txt to determine how the superseded data were derived.
 HX0752
 HX0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC514452(NAD 83)
 HX0752_MARKER: DB = BENCH MARK DISK
 HX0752_SETTING: 66 = SET IN ROCK OUTCROP
 HX0752_SP_SET: ROCK OUTCROP
 HX0752_STAMPING: D 246 1962
 HX0752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0752+STABILITY: POSITION/ELEVATION WELL
 HX0752
 HX0752  HISTORY     - Date     Condition        Report By
 HX0752  HISTORY     - 1962     MONUMENTED       CGS
 HX0752
 HX0752                          STATION DESCRIPTION
 HX0752
 HX0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0752'3.8 MI SE FROM DYER.
 HX0752'3.8 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD (BLACK TOP AND GRADED)
 HX0752'FROM THE METHODIST CHURCH AT DYER, ABOUT 0.7 MILE SOUTHEAST OF
 HX0752'THE JUNCTION OF ROAD AND BRIDGE SOUTHWEST ACROSS WILLIAMS RIVER
 HX0752'TO THE CRICHTON COAL TIPPLE, ABOUT 0.7 MILE SOUTHEAST OF A POINT
 HX0752'WHERE BLACK TOP ENDS AND DIRT ROAD CONTINUES, SET ON TOP OF A
 HX0752'6-FOOT BY 4-FOOT OUTCROP WHERE LAUREL RUN CROSSES THE ROAD,
 HX0752'50 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 56 1/2 FEET
 HX0752'NORTH OF THE CENTER OF THE NORTHEAST END OF A 8-FOOT GALVANIZED
 HX0752'PIPE CULVERT FOR LAUREL RUN, 2 FEET SOUTHWEST OF THE NORTHEAST
 HX0752'END OF THE ROCK OUTCROP, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 HX0752'GROUND, AND ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0780 ***********************************************************************
 HX0780  DESIGNATION -  D 247
 HX0780  PID         -  HX0780
 HX0780  STATE/COUNTY-  WV/POCAHONTAS
 HX0780  USGS QUAD   -  WOODROW (1995)
 HX0780
 HX0780                         *CURRENT SURVEY CONTROL
 HX0780  ___________________________________________________________________
 HX0780* NAD 83(1986)-  38 18 21.     (N)    080 12 08.     (W)     SCALED    
 HX0780* NAVD 88     -       924.923  (meters)    3034.52   (feet)  ADJUSTED  
 HX0780  ___________________________________________________________________
 HX0780  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HX0780  DYNAMIC HT  -         924.147 (meters)    3031.97  (feet)  COMP
 HX0780  MODELED GRAV-     979,757.3   (mgal)                       NAVD 88
 HX0780
 HX0780  VERT ORDER  -  SECOND    CLASS 0
 HX0780
 HX0780.The horizontal coordinates were scaled from a topographic map and have
 HX0780.an estimated accuracy of +/- 6 seconds.
 HX0780
 HX0780.The orthometric height was determined by differential leveling
 HX0780.and adjusted by the National Geodetic Survey in June 1991..
 HX0780
 HX0780.The geoid height was determined by GEOID03.
 HX0780
 HX0780.The dynamic height is computed by dividing the NAVD 88
 HX0780.geopotential number by the normal gravity value computed on the
 HX0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0780.degrees latitude (g = 980.6199 gals.).
 HX0780
 HX0780.The modeled gravity was interpolated from observed gravity values.
 HX0780
 HX0780;                    North         East    Units  Estimated Accuracy
 HX0780;SPC WV S     -   145,230.      669,770.      MT  (+/- 180 meters Scaled)
 HX0780
 HX0780                          SUPERSEDED SURVEY CONTROL
 HX0780
 HX0780  NGVD 29 (??/??/92)  924.986  (m)         3034.72   (f) ADJ UNCH    2 0
 HX0780
 HX0780.Superseded values are not recommended for survey control.
 HX0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0780.See file dsdata.txt to determine how the superseded data were derived.
 HX0780
 HX0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC697400(NAD 83)
 HX0780_MARKER: DB = BENCH MARK DISK
 HX0780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0780_SP_SET: ABUTMENT
 HX0780_STAMPING: D 247 1962
 HX0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0780
 HX0780  HISTORY     - Date     Condition        Report By
 HX0780  HISTORY     - 1962     MONUMENTED       CGS
 HX0780
 HX0780                          STATION DESCRIPTION
 HX0780
 HX0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0780'3.6 MI NW FROM WOODROW.
 HX0780'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0780'GRADE SCHOOL, THENCE 2.3 MILES NORTHWEST, ALONG U.S. FORESTRY
 HX0780'ROAD 76, ON TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 HX0780'THE CONCRETE BRIDGE OVER THE WILLIAMS RIVER AT THE ENTRANCE TO
 HX0780'THE MONONGAHELA NATIONAL FOREST, 9 1/2 SOUTH OF THE CENTER LINE
 HX0780'OF THE ROAD, 1.1 FEET NORTH OF THE SOUTH END OF THE ABUTMENT,
 HX0780'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0603 ***********************************************************************
 HX0603  DESIGNATION -  D 248
 HX0603  PID         -  HX0603
 HX0603  STATE/COUNTY-  WV/POCAHONTAS
 HX0603  USGS QUAD   -  MARLINTON (1995)
 HX0603
 HX0603                         *CURRENT SURVEY CONTROL
 HX0603  ___________________________________________________________________
 HX0603* NAD 83(1986)-  38 14 24.     (N)    080 04 28.     (W)     SCALED    
 HX0603* NAVD 88     -       756.356  (meters)    2481.48   (feet)  ADJUSTED  
 HX0603  ___________________________________________________________________
 HX0603  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX0603  DYNAMIC HT  -         755.745 (meters)    2479.47  (feet)  COMP
 HX0603  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 HX0603
 HX0603  VERT ORDER  -  SECOND    CLASS 0
 HX0603
 HX0603.The horizontal coordinates were scaled from a topographic map and have
 HX0603.an estimated accuracy of +/- 6 seconds.
 HX0603
 HX0603.The orthometric height was determined by differential leveling
 HX0603.and adjusted by the National Geodetic Survey in June 1991..
 HX0603
 HX0603.The geoid height was determined by GEOID03.
 HX0603
 HX0603.The dynamic height is computed by dividing the NAVD 88
 HX0603.geopotential number by the normal gravity value computed on the
 HX0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0603.degrees latitude (g = 980.6199 gals.).
 HX0603
 HX0603.The modeled gravity was interpolated from observed gravity values.
 HX0603
 HX0603;                    North         East    Units  Estimated Accuracy
 HX0603;SPC WV S     -   138,030.      681,020.      MT  (+/- 180 meters Scaled)
 HX0603
 HX0603                          SUPERSEDED SURVEY CONTROL
 HX0603
 HX0603  NGVD 29 (??/??/92)  756.434  (m)         2481.73   (f) ADJ UNCH    2 0
 HX0603
 HX0603.Superseded values are not recommended for survey control.
 HX0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0603.See file dsdata.txt to determine how the superseded data were derived.
 HX0603
 HX0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC809328(NAD 83)
 HX0603_MARKER: DB = BENCH MARK DISK
 HX0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0603_STAMPING: D 248 1962
 HX0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0603+STABILITY: SURFACE MOTION
 HX0603
 HX0603  HISTORY     - Date     Condition        Report By
 HX0603  HISTORY     - 1962     MONUMENTED       CGS
 HX0603
 HX0603                          STATION DESCRIPTION
 HX0603
 HX0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0603'2.1 MI NE FROM MARLINTON.
 HX0603'0.95 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST END
 HX0603'OF STATE HIGHWAY 39 BRIDGE OVER GREENBRIER RIVER AT MARLINGTON,
 HX0603'THENCE 1.0 MILE NORTHEAST ALONG A BLACK TOP ROAD, THENCE 0.15 MILE
 HX0603'SOUTH THROUGH A LOCKED GATE ALONG A PRIVATE DRIVE LEADING TO
 HX0603'RALPH BURNS AIRPORT, 43 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 HX0603'A DRIVE LEADING TO THE HANGAR, 36 FEET SOUTHEAST OF THE CENTER
 HX0603'LINE OF A DRIVE LEADING TO A SMALL WHITE WOODEN FRAME HOUSE, 58
 HX0603'FEET SOUTHEAST AND ACROSS THE DRIVE FROM THE SOUTH CORNER OF THE
 HX0603'SMALL HOUSE, 14 FEET EAST OF THE NORTHEAST CORNER OF A SMALL 10-BY
 HX0603'10-FOOT OUT BUILDING WITH RED BRICK SIDING, 284 1/2 FEET NORTHWEST
 HX0603'OF THE NORTH CORNER OF THE CONCRETE BLOCK HANGAR, 3 1/2 FEET
 HX0603'SOUTHEAST OF A POWER POLE, 1.3 FEET NORTHWEST OF A STEEL WITNESS
 HX0603'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE DRIVE, AND SET IN THE
 HX0603'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0852 ***********************************************************************
 HX0852  DESIGNATION -  D 249
 HX0852  PID         -  HX0852
 HX0852  STATE/COUNTY-  WV/POCAHONTAS
 HX0852  USGS QUAD   -  HILLSBORO (1995)
 HX0852
 HX0852                         *CURRENT SURVEY CONTROL
 HX0852  ___________________________________________________________________
 HX0852* NAD 83(1986)-  38 11 16.     (N)    080 14 44.     (W)     SCALED    
 HX0852* NAVD 88     -      1043.991  (meters)    3425.16   (feet)  ADJUSTED  
 HX0852  ___________________________________________________________________
 HX0852  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HX0852  DYNAMIC HT  -        1043.090 (meters)    3422.20  (feet)  COMP
 HX0852  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 HX0852
 HX0852  VERT ORDER  -  SECOND    CLASS 0
 HX0852
 HX0852.The horizontal coordinates were scaled from a topographic map and have
 HX0852.an estimated accuracy of +/- 6 seconds.
 HX0852
 HX0852.The orthometric height was determined by differential leveling
 HX0852.and adjusted by the National Geodetic Survey in June 1991..
 HX0852
 HX0852.The geoid height was determined by GEOID03.
 HX0852
 HX0852.The dynamic height is computed by dividing the NAVD 88
 HX0852.geopotential number by the normal gravity value computed on the
 HX0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0852.degrees latitude (g = 980.6199 gals.).
 HX0852
 HX0852.The modeled gravity was interpolated from observed gravity values.
 HX0852
 HX0852;                    North         East    Units  Estimated Accuracy
 HX0852;SPC WV S     -   132,100.      666,090.      MT  (+/- 180 meters Scaled)
 HX0852
 HX0852                          SUPERSEDED SURVEY CONTROL
 HX0852
 HX0852  NGVD 29 (??/??/92) 1044.055  (m)         3425.37   (f) ADJ UNCH    2 0
 HX0852
 HX0852.Superseded values are not recommended for survey control.
 HX0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0852.See file dsdata.txt to determine how the superseded data were derived.
 HX0852
 HX0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC660269(NAD 83)
 HX0852_MARKER: DB = BENCH MARK DISK
 HX0852_SETTING: 66 = SET IN ROCK OUTCROP
 HX0852_SP_SET: ROCK CUT
 HX0852_STAMPING: D 249 1962
 HX0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0852+STABILITY: POSITION/ELEVATION WELL
 HX0852
 HX0852  HISTORY     - Date     Condition        Report By
 HX0852  HISTORY     - 1962     MONUMENTED       CGS
 HX0852
 HX0852                          STATION DESCRIPTION
 HX0852
 HX0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0852'5.4 MI NW FROM MILL POINT.
 HX0852'5.45 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX0852'OF U.S. HIGHWAY 219 AT MILL POINT, ABOUT 0.65 MILE NORTHEAST
 HX0852'OF THE JUNCTION OF A U.S. FORESTRY ROAD LEADING NORTHWEST, SET
 HX0852'VERTICALLY IN THE SOUTH FACE OF A LARGE ROCK THAT IS ABOUT 20-FOOT
 HX0852'LONG BY 15-FOOT HIGH WHICH IS A PART OF A LONG DEEP CUT, 27 1/2
 HX0852'FEET NORTH OF THE CENTER OF THE HIGHWAY, 6 FEET NORTHEAST OF THE
 HX0852'WEST END OF THE NORTH STONE HEAD WALL OF A PIPE CULVERT UNDER
 HX0852'THE HIGHWAY, AND ABOUT 3 1/2 FEET ABOVE THE GROUND, AND ABOUT
 HX0852'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0896 ***********************************************************************
 HX0896  DESIGNATION -  D 250
 HX0896  PID         -  HX0896
 HX0896  STATE/COUNTY-  WV/POCAHONTAS
 HX0896  USGS QUAD   -  DROOP (1995)
 HX0896
 HX0896                         *CURRENT SURVEY CONTROL
 HX0896  ___________________________________________________________________
 HX0896* NAD 83(1986)-  38 06 16.     (N)    080 20 02.     (W)     SCALED    
 HX0896* NAVD 88     -       876.493  (meters)    2875.63   (feet)  ADJUSTED  
 HX0896  ___________________________________________________________________
 HX0896  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX0896  DYNAMIC HT  -         875.747 (meters)    2873.18  (feet)  COMP
 HX0896  MODELED GRAV-     979,748.3   (mgal)                       NAVD 88
 HX0896
 HX0896  VERT ORDER  -  SECOND    CLASS 0
 HX0896
 HX0896.The horizontal coordinates were scaled from a topographic map and have
 HX0896.an estimated accuracy of +/- 6 seconds.
 HX0896
 HX0896.The orthometric height was determined by differential leveling
 HX0896.and adjusted by the National Geodetic Survey in June 1991..
 HX0896
 HX0896.The geoid height was determined by GEOID03.
 HX0896
 HX0896.The dynamic height is computed by dividing the NAVD 88
 HX0896.geopotential number by the normal gravity value computed on the
 HX0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0896.degrees latitude (g = 980.6199 gals.).
 HX0896
 HX0896.The modeled gravity was interpolated from observed gravity values.
 HX0896
 HX0896;                    North         East    Units  Estimated Accuracy
 HX0896;SPC WV S     -   122,790.      658,420.      MT  (+/- 180 meters Scaled)
 HX0896
 HX0896                          SUPERSEDED SURVEY CONTROL
 HX0896
 HX0896  NGVD 29 (??/??/92)  876.579  (m)         2875.91   (f) ADJ UNCH    2 0
 HX0896
 HX0896.Superseded values are not recommended for survey control.
 HX0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0896.See file dsdata.txt to determine how the superseded data were derived.
 HX0896
 HX0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC584176(NAD 83)
 HX0896_MARKER: DB = BENCH MARK DISK
 HX0896_SETTING: 66 = SET IN ROCK OUTCROP
 HX0896_SP_SET: ROCK LEDGE
 HX0896_STAMPING: D 250 1962
 HX0896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0896+STABILITY: POSITION/ELEVATION WELL
 HX0896
 HX0896  HISTORY     - Date     Condition        Report By
 HX0896  HISTORY     - 1962     MONUMENTED       CGS
 HX0896  HISTORY     - 1983     GOOD             NGS
 HX0896
 HX0896                          STATION DESCRIPTION
 HX0896
 HX0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0896'7.6 MI SW FROM LOBELIA.
 HX0896'4.15 MILES SOUTH ALONG BLACK TOP ROAD FROM THE JUNCTION OF A
 HX0896'GRADED ROAD AT LOBELIA, THENCE ABOUT 3.4 MILES SOUTHWEST BY
 HX0896'WEST ALONG BLACK TOP AND GRADED ROAD, ABOUT 0.55 MILES NORTHWEST
 HX0896'OF THE JUNCTION OF A GRADED ROAD LEADING SOUTH, ABOUT 115 YARDS
 HX0896'SOUTH OF A POINT WHERE THE ROAD MAKES A SWITCH BACK FROM
 HX0896'SOUTHWEST TO SOUTHWEST, ABOUT 105 YARDS NORTH OF THE APPROXIMATE
 HX0896'CENTER LINE OF A SHARP CURVE NORTH BY EAST, SET VERTICALLY ON
 HX0896'THE WEST FACE OF A LONG ROCK LEDGE ABOUT 100 FEET LONG BY 2
 HX0896'FEET WIDE, 12 FEET EAST OF THE CENTER LINE OF THE ROAD, 44 FEET
 HX0896'NORTH OF THE SOUTH END OF THE ROCK, AND ABOUT 3 FEET ABOVE THE
 HX0896'LEVEL OF THE ROAD.
 HX0896
 HX0896                          STATION RECOVERY (1983)
 HX0896
 HX0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0915 ***********************************************************************
 HX0915  DESIGNATION -  D 251
 HX0915  PID         -  HX0915
 HX0915  STATE/COUNTY-  WV/POCAHONTAS
 HX0915  USGS QUAD   -  LOBELIA (1995)
 HX0915
 HX0915                         *CURRENT SURVEY CONTROL
 HX0915  ___________________________________________________________________
 HX0915* NAD 83(1986)-  38 09 38.     (N)    080 15 33.     (W)     SCALED    
 HX0915* NAVD 88     -      1091.676  (meters)    3581.61   (feet)  ADJUSTED  
 HX0915  ___________________________________________________________________
 HX0915  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HX0915  DYNAMIC HT  -        1090.754 (meters)    3578.58  (feet)  COMP
 HX0915  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 HX0915
 HX0915  VERT ORDER  -  SECOND    CLASS 0
 HX0915
 HX0915.The horizontal coordinates were scaled from a topographic map and have
 HX0915.an estimated accuracy of +/- 6 seconds.
 HX0915
 HX0915.The orthometric height was determined by differential leveling
 HX0915.and adjusted by the National Geodetic Survey in June 1991..
 HX0915
 HX0915.The geoid height was determined by GEOID03.
 HX0915
 HX0915.The dynamic height is computed by dividing the NAVD 88
 HX0915.geopotential number by the normal gravity value computed on the
 HX0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0915.degrees latitude (g = 980.6199 gals.).
 HX0915
 HX0915.The modeled gravity was interpolated from observed gravity values.
 HX0915
 HX0915;                    North         East    Units  Estimated Accuracy
 HX0915;SPC WV S     -   129,070.      664,920.      MT  (+/- 180 meters Scaled)
 HX0915
 HX0915                          SUPERSEDED SURVEY CONTROL
 HX0915
 HX0915  NGVD 29 (??/??/92) 1091.764  (m)         3581.90   (f) ADJ UNCH    2 0
 HX0915
 HX0915.Superseded values are not recommended for survey control.
 HX0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0915.See file dsdata.txt to determine how the superseded data were derived.
 HX0915
 HX0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC649238(NAD 83)
 HX0915_MARKER: DB = BENCH MARK DISK
 HX0915_SETTING: 66 = SET IN ROCK OUTCROP
 HX0915_SP_SET: ROCK CLIFF
 HX0915_STAMPING: D 251 1962
 HX0915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0915+STABILITY: POSITION/ELEVATION WELL
 HX0915
 HX0915  HISTORY     - Date     Condition        Report By
 HX0915  HISTORY     - 1962     MONUMENTED       CGS
 HX0915
 HX0915                          STATION DESCRIPTION
 HX0915
 HX0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0915'5.2 MI NE FROM LOBELIA.
 HX0915'3.65 MILES NORTHEAST ALONG BLACK TOP ROAD FROM THE JUNCTION OF
 HX0915'A GRADED ROAD AT LOBELIA, THENCE ABOUT 1.5 MILES EAST AND
 HX0915'NORTHWEST ALONG GRADED ROAD, ABOUT 0.4 MILES SOUTHWEST OF THE
 HX0915'JUNCTION OF A DIRT ROAD LEADING NORTH AT A POINT WHERE THE
 HX0915'GRADED ROAD TURNS WEST ABOUT 75 YARDS NORTH OF THE APPROXIMATE
 HX0915'CENTER LINE OF A SHARP CURVE NORTH BY EAST, ABOUT 120 YARDS SOUTH
 HX0915'OF THE APPROXIMATE CENTER LINE OF A SHARP CURVE SOUTH BY EAST,
 HX0915'SET VERTICALLY ON THE EAST FACE OF A LARGE ROCK CLIFF FACING THE
 HX0915'WEST OVERLOOKING A LARGE DEEP WOODED VALLEY, 46 FEET WEST OF THE
 HX0915'CENTER LINE OF THE ROAD, 4 1/2 FEET SOUTH OF THE NORTH END OF THE
 HX0915'ROCK CLIFF, AND ABOUT 1 1/2 FEET ABOVE THE GROUND LEVEL AND 4
 HX0915'FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0929 ***********************************************************************
 HX0929  DESIGNATION -  D 252
 HX0929  PID         -  HX0929
 HX0929  STATE/COUNTY-  WV/POCAHONTAS
 HX0929  USGS QUAD   -  DROOP (1995)
 HX0929
 HX0929                         *CURRENT SURVEY CONTROL
 HX0929  ___________________________________________________________________
 HX0929* NAD 83(1986)-  38 05 56.     (N)    080 16 39.     (W)     SCALED    
 HX0929* NAVD 88     -       940.123  (meters)    3084.39   (feet)  ADJUSTED  
 HX0929  ___________________________________________________________________
 HX0929  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX0929  DYNAMIC HT  -         939.324 (meters)    3081.77  (feet)  COMP
 HX0929  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 HX0929
 HX0929  VERT ORDER  -  FIRST     CLASS II
 HX0929
 HX0929.The horizontal coordinates were scaled from a topographic map and have
 HX0929.an estimated accuracy of +/- 6 seconds.
 HX0929
 HX0929.The orthometric height was determined by differential leveling
 HX0929.and adjusted by the National Geodetic Survey in June 1991..
 HX0929
 HX0929.The geoid height was determined by GEOID03.
 HX0929
 HX0929.The dynamic height is computed by dividing the NAVD 88
 HX0929.geopotential number by the normal gravity value computed on the
 HX0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0929.degrees latitude (g = 980.6199 gals.).
 HX0929
 HX0929.The modeled gravity was interpolated from observed gravity values.
 HX0929
 HX0929;                    North         East    Units  Estimated Accuracy
 HX0929;SPC WV S     -   122,210.      663,370.      MT  (+/- 180 meters Scaled)
 HX0929
 HX0929                          SUPERSEDED SURVEY CONTROL
 HX0929
 HX0929  NGVD 29 (??/??/92)  940.204  (m)         3084.65   (f) ADJ UNCH    1 2
 HX0929
 HX0929.Superseded values are not recommended for survey control.
 HX0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0929.See file dsdata.txt to determine how the superseded data were derived.
 HX0929
 HX0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC633170(NAD 83)
 HX0929_MARKER: DB = BENCH MARK DISK
 HX0929_SETTING: 66 = SET IN ROCK OUTCROP
 HX0929_SP_SET: ROCK CLIFF
 HX0929_STAMPING: D 252 1962
 HX0929_MARK LOGO: CGS   
 HX0929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0929+STABILITY: POSITION/ELEVATION WELL
 HX0929
 HX0929  HISTORY     - Date     Condition        Report By
 HX0929  HISTORY     - 1962     MONUMENTED       CGS
 HX0929  HISTORY     - 1983     GOOD             NGS
 HX0929
 HX0929                          STATION DESCRIPTION
 HX0929
 HX0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0929'2 MI NE FROM DROOP.
 HX0929'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 HX0929'AT DROOP, THENCE ABOUT 0.1 MILE WEST ALONG A BLACK TOP ROAD,
 HX0929'ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING TO THE SOUTH
 HX0929'AND NORTHEAST, SET ON TOP OF A LARGE ROCK THAT A PART OF A LONG
 HX0929'ROCK CLIFF 42 FEET SOUTHWEST OF THE NORTHEAST END OF THE CLIFF, 2
 HX0929'FEET SOUTHEAST OF THE NORTHWEST END, 24 FEET SOUTHEAST OF THE
 HX0929'CENTER LINE OF THE ROAD, 2 FEET ABOVE THE GROUND, AND ABOUT
 HX0929'2 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0929
 HX0929                          STATION RECOVERY (1983)
 HX0929
 HX0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0651 ***********************************************************************
 HX0651  DESIGNATION -  D 253
 HX0651  PID         -  HX0651
 HX0651  STATE/COUNTY-  WV/POCAHONTAS
 HX0651  USGS QUAD   -  EDRAY (1995)
 HX0651
 HX0651                         *CURRENT SURVEY CONTROL
 HX0651  ___________________________________________________________________
 HX0651* NAD 83(1986)-  38 21 58.     (N)    080 01 49.     (W)     SCALED    
 HX0651* NAVD 88     -       800.783  (meters)    2627.24   (feet)  ADJUSTED  
 HX0651  ___________________________________________________________________
 HX0651  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HX0651  DYNAMIC HT  -         800.133 (meters)    2625.10  (feet)  COMP
 HX0651  MODELED GRAV-     979,790.3   (mgal)                       NAVD 88
 HX0651
 HX0651  VERT ORDER  -  SECOND    CLASS 0
 HX0651
 HX0651.The horizontal coordinates were scaled from a topographic map and have
 HX0651.an estimated accuracy of +/- 6 seconds.
 HX0651
 HX0651.The orthometric height was determined by differential leveling
 HX0651.and adjusted by the National Geodetic Survey in June 1991..
 HX0651
 HX0651.The geoid height was determined by GEOID03.
 HX0651
 HX0651.The dynamic height is computed by dividing the NAVD 88
 HX0651.geopotential number by the normal gravity value computed on the
 HX0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0651.degrees latitude (g = 980.6199 gals.).
 HX0651
 HX0651.The modeled gravity was interpolated from observed gravity values.
 HX0651
 HX0651;                    North         East    Units  Estimated Accuracy
 HX0651;SPC WV S     -   152,070.      684,740.      MT  (+/- 180 meters Scaled)
 HX0651
 HX0651                          SUPERSEDED SURVEY CONTROL
 HX0651
 HX0651  NGVD 29 (??/??/92)  800.846  (m)         2627.44   (f) ADJ UNCH    2 0
 HX0651
 HX0651.Superseded values are not recommended for survey control.
 HX0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0651.See file dsdata.txt to determine how the superseded data were derived.
 HX0651
 HX0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC847468(NAD 83)
 HX0651_MARKER: DB = BENCH MARK DISK
 HX0651_SETTING: 80 = SET IN A BOULDER
 HX0651_SP_SET: BOULDER
 HX0651_STAMPING: D 253 1962
 HX0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0651+STABILITY: SURFACE MOTION
 HX0651
 HX0651  HISTORY     - Date     Condition        Report By
 HX0651  HISTORY     - 1962     MONUMENTED       CGS
 HX0651
 HX0651                          STATION DESCRIPTION
 HX0651
 HX0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0651'5 MI NW FROM CLOVER LICK.
 HX0651'5.05 MILES WEST AND NORTHWEST ALONG A BLACK TOP AND GRAVEL ROAD
 HX0651'FROM THE POST OFFICE AT CLOVER LICK, 13 1/2 FEET EAST OF CENTER
 HX0651'LINE OF ROAD, ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD, 244 FEET
 HX0651'SOUTH OF A WALNUT TREE IN A FENCE ROW, 1 FOOT NORTH OF SOUTH END
 HX0651'OF BOULDER, 1 FOOT ABOVE GROUND, AND SET VERTICALLY IN THE WEST
 HX0651'FACE OF A 14 FOOT LONG-BY-4 FOOT HIGH EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0064 ***********************************************************************
 HX0064  DESIGNATION -  D 254
 HX0064  PID         -  HX0064
 HX0064  STATE/COUNTY-  WV/RANDOLPH
 HX0064  USGS QUAD   -  ADOLPH (1995)
 HX0064
 HX0064                         *CURRENT SURVEY CONTROL
 HX0064  ___________________________________________________________________
 HX0064* NAD 83(1986)-  38 37 56.     (N)    080 01 24.     (W)     SCALED    
 HX0064* NAVD 88     -       653.509  (meters)    2144.05   (feet)  ADJUSTED  
 HX0064  ___________________________________________________________________
 HX0064  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HX0064  DYNAMIC HT  -         653.013 (meters)    2142.43  (feet)  COMP
 HX0064  MODELED GRAV-     979,846.8   (mgal)                       NAVD 88
 HX0064
 HX0064  VERT ORDER  -  FIRST     CLASS II
 HX0064
 HX0064.The horizontal coordinates were scaled from a topographic map and have
 HX0064.an estimated accuracy of +/- 6 seconds.
 HX0064
 HX0064.The orthometric height was determined by differential leveling
 HX0064.and adjusted by the National Geodetic Survey in June 1991..
 HX0064
 HX0064.The geoid height was determined by GEOID03.
 HX0064
 HX0064.The dynamic height is computed by dividing the NAVD 88
 HX0064.geopotential number by the normal gravity value computed on the
 HX0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0064.degrees latitude (g = 980.6199 gals.).
 HX0064
 HX0064.The modeled gravity was interpolated from observed gravity values.
 HX0064
 HX0064;                    North         East    Units  Estimated Accuracy
 HX0064;SPC WV S     -   181,610.      685,040.      MT  (+/- 180 meters Scaled)
 HX0064
 HX0064                          SUPERSEDED SURVEY CONTROL
 HX0064
 HX0064  NGVD 29 (??/??/92)  653.649  (m)         2144.51   (f) ADJ UNCH    1 2
 HX0064
 HX0064.Superseded values are not recommended for survey control.
 HX0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0064.See file dsdata.txt to determine how the superseded data were derived.
 HX0064
 HX0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC850764(NAD 83)
 HX0064_MARKER: DB = BENCH MARK DISK
 HX0064_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX0064_STAMPING: D 254 1962
 HX0064_MARK LOGO: CGS   
 HX0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0064+STABILITY: SURFACE MOTION
 HX0064
 HX0064  HISTORY     - Date     Condition        Report By
 HX0064  HISTORY     - 1962     MONUMENTED       CGS
 HX0064  HISTORY     - 1983     GOOD             NGS
 HX0064
 HX0064                          STATION DESCRIPTION
 HX0064
 HX0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0064'6.2 MI NE FROM VALLEY HEAD.
 HX0064'ABOUT 6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE
 HX0064'JUNCTION OF STATE HIGHWAY 15 AND U.S. HIGHWAY 219 AT VALLEY HEAD,
 HX0064'13.5 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, ABOUT 108 YARDS
 HX0064'SOUTHWEST OF ROAD LEADING TO KUMBRABOW STATE FOREST, 75 FEET
 HX0064'SOUTHWEST OF DRIVEWAY TO HAMILTONS TOURIST CABINS, ABOUT 1 FOOT
 HX0064'BELOW LEVEL OF HIGHWAY, AND SET ON TOP OF NORTHWEST END OF
 HX0064'NORTHEAST ABUTMENT OF A 32 FOOT CONCRETE BRIDGE OVER HAMILTON
 HX0064'RUN.
 HX0064
 HX0064                          STATION RECOVERY (1983)
 HX0064
 HX0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0678 ***********************************************************************
 HX0678  DESIGNATION -  D 255
 HX0678  PID         -  HX0678
 HX0678  STATE/COUNTY-  WV/WEBSTER
 HX0678  USGS QUAD   -  BERGOO (1995)
 HX0678
 HX0678                         *CURRENT SURVEY CONTROL
 HX0678  ___________________________________________________________________
 HX0678* NAD 83(1986)-  38 25 29.     (N)    080 15 21.     (W)     SCALED    
 HX0678* NAVD 88     -       833.188  (meters)    2733.55   (feet)  ADJUSTED  
 HX0678  ___________________________________________________________________
 HX0678  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0678  DYNAMIC HT  -         832.522 (meters)    2731.37  (feet)  COMP
 HX0678  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 HX0678
 HX0678  VERT ORDER  -  SECOND    CLASS 0
 HX0678
 HX0678.The horizontal coordinates were scaled from a topographic map and have
 HX0678.an estimated accuracy of +/- 6 seconds.
 HX0678
 HX0678.The orthometric height was determined by differential leveling
 HX0678.and adjusted by the National Geodetic Survey in June 1991..
 HX0678
 HX0678.The geoid height was determined by GEOID03.
 HX0678
 HX0678.The dynamic height is computed by dividing the NAVD 88
 HX0678.geopotential number by the normal gravity value computed on the
 HX0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0678.degrees latitude (g = 980.6199 gals.).
 HX0678
 HX0678.The modeled gravity was interpolated from observed gravity values.
 HX0678
 HX0678;                    North         East    Units  Estimated Accuracy
 HX0678;SPC WV S     -   158,390.      664,980.      MT  (+/- 180 meters Scaled)
 HX0678
 HX0678                          SUPERSEDED SURVEY CONTROL
 HX0678
 HX0678  NGVD 29 (??/??/92)  833.301  (m)         2733.92   (f) ADJ UNCH    2 0
 HX0678
 HX0678.Superseded values are not recommended for survey control.
 HX0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0678.See file dsdata.txt to determine how the superseded data were derived.
 HX0678
 HX0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC649532(NAD 83)
 HX0678_MARKER: DB = BENCH MARK DISK
 HX0678_SETTING: 66 = SET IN ROCK OUTCROP
 HX0678_SP_SET: ROCK BANK
 HX0678_STAMPING: D 255 1962
 HX0678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0678+STABILITY: POSITION/ELEVATION WELL
 HX0678
 HX0678  HISTORY     - Date     Condition        Report By
 HX0678  HISTORY     - 1962     MONUMENTED       CGS
 HX0678
 HX0678                          STATION DESCRIPTION
 HX0678
 HX0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0678'14.4 MI SE FROM BOLAIR.
 HX0678'0.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0678'BOLAIR, THENCE ABOUT 14.2 MILES SOUTHEAST ALONG GAULEY RIVER
 HX0678'ROAD, ABOUT 0.45 MILES EAST OF A LARGE COAL TIPPLE AND CLEANING
 HX0678'PLANT, ABOUT 0.55 MILES NORTHWEST OF A 50-FOOT BRIDGE OVER THE
 HX0678'GAULEY RIVER, ON TOP OF THE NORTHWEST EDGE OF A ROCK THAT IS
 HX0678'ABOUT 15-BY 7-FOOT WIDE AND 2 1/2-FOOT HIGH WHICH IS LOCATED OF
 HX0678'THE EAST BANK OF A DEEP RAVINE, 56 FEET SOUTH OF THE CENTER LINE
 HX0678'OF THE ROAD, 61.5 FEET SOUTHEAST OF THE SOUTH END OF A 36-INCH
 HX0678'PIPE CULVERT, 0.9 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 HX0678'ROCK, AND IS ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0530 ***********************************************************************
 HX0530  DESIGNATION -  D 256
 HX0530  PID         -  HX0530
 HX0530  STATE/COUNTY-  WV/WEBSTER
 HX0530  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0530
 HX0530                         *CURRENT SURVEY CONTROL
 HX0530  ___________________________________________________________________
 HX0530* NAD 83(1986)-  38 27 53.     (N)    080 23 06.     (W)     SCALED    
 HX0530* NAVD 88     -       470.510  (meters)    1543.66   (feet)  ADJUSTED  
 HX0530  ___________________________________________________________________
 HX0530  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX0530  DYNAMIC HT  -         470.162 (meters)    1542.52  (feet)  COMP
 HX0530  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 HX0530
 HX0530  VERT ORDER  -  SECOND    CLASS 0
 HX0530
 HX0530.The horizontal coordinates were scaled from a topographic map and have
 HX0530.an estimated accuracy of +/- 6 seconds.
 HX0530
 HX0530.The orthometric height was determined by differential leveling
 HX0530.and adjusted by the National Geodetic Survey in June 1991..
 HX0530
 HX0530.The geoid height was determined by GEOID03.
 HX0530
 HX0530.The dynamic height is computed by dividing the NAVD 88
 HX0530.geopotential number by the normal gravity value computed on the
 HX0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0530.degrees latitude (g = 980.6199 gals.).
 HX0530
 HX0530.The modeled gravity was interpolated from observed gravity values.
 HX0530
 HX0530;                    North         East    Units  Estimated Accuracy
 HX0530;SPC WV S     -   162,750.      653,670.      MT  (+/- 180 meters Scaled)
 HX0530
 HX0530                          SUPERSEDED SURVEY CONTROL
 HX0530
 HX0530  NGVD 29 (??/??/92)  470.678  (m)         1544.22   (f) ADJ UNCH    2 0
 HX0530
 HX0530.Superseded values are not recommended for survey control.
 HX0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0530.See file dsdata.txt to determine how the superseded data were derived.
 HX0530
 HX0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC536575(NAD 83)
 HX0530_MARKER: DB = BENCH MARK DISK
 HX0530_SETTING: 66 = SET IN ROCK OUTCROP
 HX0530_SP_SET: ROCK CUT
 HX0530_STAMPING: D 256 1962
 HX0530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0530+STABILITY: POSITION/ELEVATION WELL
 HX0530
 HX0530  HISTORY     - Date     Condition        Report By
 HX0530  HISTORY     - 1962     MONUMENTED       CGS
 HX0530
 HX0530                          STATION DESCRIPTION
 HX0530
 HX0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0530'1.9 MI SE FROM WEBSTER SPRINGS.
 HX0530'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE COURT HOUSE
 HX0530'AT WEBSTER SPRINGS, 0.3 MILE NORTHWEST OF JUNCTION OF BLACK TOP
 HX0530'ROAD LEADING EAST TO PARCOAL, AT THE SOUTHEAST END OF A CURVE
 HX0530'WITH TANGENTS EXTENDING WEST AND SOUTHEAST, 20 FEET NORTHEAST
 HX0530'OF CENTER LINE OF HIGHWAY, 3 FEET ABOVE THE HIGHWAY LEVEL, 5
 HX0530'FEET NORTHWEST OF SOUTHEAST END OF CUT, 1 FOOT ABOVE GROUND, AND
 HX0530'SET VERTICALLY IN THE SOUTHWEST FACE OF A 20 FOOT LONG-BY-7 FOOT
 HX0530'HIGH ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0024 ***********************************************************************
 HX0024  DESIGNATION -  D 257
 HX0024  PID         -  HX0024
 HX0024  STATE/COUNTY-  WV/WEBSTER
 HX0024  USGS QUAD   -  SAMP (1995)
 HX0024
 HX0024                         *CURRENT SURVEY CONTROL
 HX0024  ___________________________________________________________________
 HX0024* NAD 83(1986)-  38 33 09.     (N)    080 13 07.     (W)     SCALED    
 HX0024* NAVD 88     -      1073.668  (meters)    3522.53   (feet)  ADJUSTED  
 HX0024  ___________________________________________________________________
 HX0024  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HX0024  DYNAMIC HT  -        1072.786 (meters)    3519.63  (feet)  COMP
 HX0024  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 HX0024
 HX0024  VERT ORDER  -  SECOND    CLASS 0
 HX0024
 HX0024.The horizontal coordinates were scaled from a topographic map and have
 HX0024.an estimated accuracy of +/- 6 seconds.
 HX0024
 HX0024.The orthometric height was determined by differential leveling
 HX0024.and adjusted by the National Geodetic Survey in June 1991..
 HX0024
 HX0024.The geoid height was determined by GEOID03.
 HX0024
 HX0024.The dynamic height is computed by dividing the NAVD 88
 HX0024.geopotential number by the normal gravity value computed on the
 HX0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0024.degrees latitude (g = 980.6199 gals.).
 HX0024
 HX0024.The modeled gravity was interpolated from observed gravity values.
 HX0024
 HX0024;                    North         East    Units  Estimated Accuracy
 HX0024;SPC WV S     -   172,600.      668,110.      MT  (+/- 180 meters Scaled)
 HX0024
 HX0024                          SUPERSEDED SURVEY CONTROL
 HX0024
 HX0024  NGVD 29 (??/??/92) 1073.764  (m)         3522.84   (f) ADJ UNCH    2 0
 HX0024
 HX0024.Superseded values are not recommended for survey control.
 HX0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0024.See file dsdata.txt to determine how the superseded data were derived.
 HX0024
 HX0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC680674(NAD 83)
 HX0024_MARKER: DB = BENCH MARK DISK
 HX0024_SETTING: 80 = SET IN A BOULDER
 HX0024_SP_SET: BOULDER
 HX0024_STAMPING: D 257 1962
 HX0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0024+STABILITY: SURFACE MOTION
 HX0024
 HX0024  HISTORY     - Date     Condition        Report By
 HX0024  HISTORY     - 1962     MONUMENTED       CGS
 HX0024
 HX0024                          STATION DESCRIPTION
 HX0024
 HX0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0024'1.1 MI E FROM WANETA.
 HX0024'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0024'AT WANETA, ABOUT 0.1 MILE EAST OF JUNCTION OF DRIVEWAY TO LEE
 HX0024'A. HAMRICK ROADSIDE PARK, 19 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 HX0024'ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY, 0.8 FOOT SOUTHEAST OF
 HX0024'NORTHWEST CORNER OF BOULDER, AND SET ON TOP OF A 10 FOOT LONG-BY-2
 HX0024'FOOT HIGH EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0488 ***********************************************************************
 HX0488  DESIGNATION -  D 258
 HX0488  PID         -  HX0488
 HX0488  STATE/COUNTY-  WV/RANDOLPH
 HX0488  USGS QUAD   -  SAMP (1995)
 HX0488
 HX0488                         *CURRENT SURVEY CONTROL
 HX0488  ___________________________________________________________________
 HX0488* NAD 83(1986)-  38 31 35.     (N)    080 08 50.     (W)     SCALED    
 HX0488* NAVD 88     -       702.870  (meters)    2306.00   (feet)  ADJUSTED  
 HX0488  ___________________________________________________________________
 HX0488  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0488  DYNAMIC HT  -         702.281 (meters)    2304.07  (feet)  COMP
 HX0488  MODELED GRAV-     979,767.1   (mgal)                       NAVD 88
 HX0488
 HX0488  VERT ORDER  -  SECOND    CLASS 0
 HX0488
 HX0488.The horizontal coordinates were scaled from a topographic map and have
 HX0488.an estimated accuracy of +/- 6 seconds.
 HX0488
 HX0488.The orthometric height was determined by differential leveling
 HX0488.and adjusted by the National Geodetic Survey in June 1991..
 HX0488
 HX0488.The geoid height was determined by GEOID03.
 HX0488
 HX0488.The dynamic height is computed by dividing the NAVD 88
 HX0488.geopotential number by the normal gravity value computed on the
 HX0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0488.degrees latitude (g = 980.6199 gals.).
 HX0488
 HX0488.The modeled gravity was interpolated from observed gravity values.
 HX0488
 HX0488;                    North         East    Units  Estimated Accuracy
 HX0488;SPC WV S     -   169,760.      674,360.      MT  (+/- 180 meters Scaled)
 HX0488
 HX0488                          SUPERSEDED SURVEY CONTROL
 HX0488
 HX0488  NGVD 29 (??/??/92)  702.944  (m)         2306.24   (f) ADJ UNCH    2 0
 HX0488
 HX0488.Superseded values are not recommended for survey control.
 HX0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0488.See file dsdata.txt to determine how the superseded data were derived.
 HX0488
 HX0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC743645(NAD 83)
 HX0488_MARKER: DB = BENCH MARK DISK
 HX0488_SETTING: 66 = SET IN ROCK OUTCROP
 HX0488_SP_SET: ROCK PROJECTION
 HX0488_STAMPING: D 258 1962
 HX0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0488+STABILITY: POSITION/ELEVATION WELL
 HX0488
 HX0488  HISTORY     - Date     Condition        Report By
 HX0488  HISTORY     - 1962     MONUMENTED       CGS
 HX0488
 HX0488                          STATION DESCRIPTION
 HX0488
 HX0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0488'6.1 MI S FROM MONTERVILLE.
 HX0488'ABOUT 1.3 MILE EAST ALONG STATE HIGHWAY 15 FROM THE MONTERVILLE
 HX0488'SCHOOL, THENCE 4.8 MILES SOUTHWEST ALONG VALLEY FORK ROAD, ON
 HX0488'THE OUTSIDE OF THE NORTHWEST END OF A CURVE WITH THE TANGENTS
 HX0488'EXTENDING SOUTH AND NORTHWEST, SET VERTICALLY IN THE SOUTHWEST
 HX0488'FACE OF A ROCK THAT IS ABOUT 15-FOOT LONG AND 4-FOOT HIGH AND
 HX0488'PROJECTS OUT FROM THE HILL SIDE, 15 FEET NORTHEAST OF THE
 HX0488'CENTER LINE OF THE ROAD, 3.8 FEET NORTH OF THE SOUTH CORNER OF
 HX0488'THE ROCK, (0.8 MILE SOUTH OF A Y ROAD JUNCTION), 2 FEET ABOVE
 HX0488'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0182 ***********************************************************************
 HX0182  DESIGNATION -  D 259
 HX0182  PID         -  HX0182
 HX0182  STATE/COUNTY-  WV/WEBSTER
 HX0182  USGS QUAD   -  DIANA (1982)
 HX0182
 HX0182                         *CURRENT SURVEY CONTROL
 HX0182  ___________________________________________________________________
 HX0182* NAD 83(1986)-  38 34 54.     (N)    080 23 41.     (W)     SCALED    
 HX0182* NAVD 88     -       690.559  (meters)    2265.61   (feet)  ADJUSTED  
 HX0182  ___________________________________________________________________
 HX0182  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HX0182  DYNAMIC HT  -         690.052 (meters)    2263.95  (feet)  COMP
 HX0182  MODELED GRAV-     979,870.8   (mgal)                       NAVD 88
 HX0182
 HX0182  VERT ORDER  -  SECOND    CLASS 0
 HX0182
 HX0182.The horizontal coordinates were scaled from a topographic map and have
 HX0182.an estimated accuracy of +/- 6 seconds.
 HX0182
 HX0182.The orthometric height was determined by differential leveling
 HX0182.and adjusted by the National Geodetic Survey in June 1991..
 HX0182
 HX0182.The geoid height was determined by GEOID03.
 HX0182
 HX0182.The dynamic height is computed by dividing the NAVD 88
 HX0182.geopotential number by the normal gravity value computed on the
 HX0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0182.degrees latitude (g = 980.6199 gals.).
 HX0182
 HX0182.The modeled gravity was interpolated from observed gravity values.
 HX0182
 HX0182;                    North         East    Units  Estimated Accuracy
 HX0182;SPC WV S     -   175,720.      652,740.      MT  (+/- 180 meters Scaled)
 HX0182
 HX0182                          SUPERSEDED SURVEY CONTROL
 HX0182
 HX0182  NGVD 29 (??/??/92)  690.721  (m)         2266.14   (f) ADJ UNCH    2 0
 HX0182
 HX0182.Superseded values are not recommended for survey control.
 HX0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0182.See file dsdata.txt to determine how the superseded data were derived.
 HX0182
 HX0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC527705(NAD 83)
 HX0182_MARKER: DB = BENCH MARK DISK
 HX0182_SETTING: 66 = SET IN ROCK OUTCROP
 HX0182_SP_SET: ROCK CUT
 HX0182_STAMPING: D 259 1962
 HX0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0182+STABILITY: POSITION/ELEVATION WELL
 HX0182
 HX0182  HISTORY     - Date     Condition        Report By
 HX0182  HISTORY     - 1962     MONUMENTED       CGS
 HX0182
 HX0182                          STATION DESCRIPTION
 HX0182
 HX0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0182'4.9 MI NE FROM DIANA.
 HX0182'ABOUT 4.9 MILES EAST AND THEN NORTH ALONG STATE HIGHWAY 20 FROM
 HX0182'THE POST OFFICE AT DIANA, ON THE INSIDE OF A CURVE WITH THE
 HX0182'TANGENTS EXTENDING NORTHWEST AND SOUTHWEST, SET VERTICALLY IN THE
 HX0182'EAST FACE OF A ROCK CUT, 20 FEET WEST OF THE CENTER LINE OF
 HX0182'THE HIGHWAY, 11 1/2 FEET NORTH OF THE NORTH EDGE OF THE WEST
 HX0182'END OF A 24-INCH PIPE CULVERT HEAD WALL, AND ABOUT 2 FEET ABOVE
 HX0182'THE LEVEL OF THE HIGHWAY.  NOTE-- THIS BENCH MARK CAN ALSO BE
 HX0182'REACHED BY GOING SOUTH ALONG STATE HIGHWAY 20 FOR 5.2 MILES FROM THE
 HX0182'POST OFFICE AT HACKER VALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1010 ***********************************************************************
 JX1010  DESIGNATION -  D 26
 JX1010  PID         -  JX1010
 JX1010  STATE/COUNTY-  WV/RITCHIE
 JX1010  USGS QUAD   -  HARRISVILLE (1975)
 JX1010
 JX1010                         *CURRENT SURVEY CONTROL
 JX1010  ___________________________________________________________________
 JX1010* NAD 83(1986)-  39 10 10.     (N)    081 02 41.     (W)     SCALED    
 JX1010* NAVD 88     -       255.759  (meters)     839.10   (feet)  ADJUSTED  
 JX1010  ___________________________________________________________________
 JX1010  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JX1010  DYNAMIC HT  -         255.598 (meters)     838.57  (feet)  COMP
 JX1010  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JX1010
 JX1010  VERT ORDER  -  SECOND    CLASS 0
 JX1010
 JX1010.The horizontal coordinates were scaled from a topographic map and have
 JX1010.an estimated accuracy of +/- 6 seconds.
 JX1010
 JX1010.The orthometric height was determined by differential leveling
 JX1010.and adjusted by the National Geodetic Survey in June 1991..
 JX1010
 JX1010.The geoid height was determined by GEOID03.
 JX1010
 JX1010.The dynamic height is computed by dividing the NAVD 88
 JX1010.geopotential number by the normal gravity value computed on the
 JX1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1010.degrees latitude (g = 980.6199 gals.).
 JX1010
 JX1010.The modeled gravity was interpolated from observed gravity values.
 JX1010
 JX1010;                    North         East    Units  Estimated Accuracy
 JX1010;SPC WV N     -    75,470.      466,520.      MT  (+/- 180 meters Scaled)
 JX1010
 JX1010                          SUPERSEDED SURVEY CONTROL
 JX1010
 JX1010  NGVD 29 (??/??/92)  255.929  (m)          839.66   (f) ADJ UNCH    2 0
 JX1010
 JX1010.Superseded values are not recommended for survey control.
 JX1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1010.See file dsdata.txt to determine how the superseded data were derived.
 JX1010
 JX1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD961355(NAD 83)
 JX1010_MARKER: DB = BENCH MARK DISK
 JX1010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1010_SP_SET: CULVERT
 JX1010_STAMPING: D 26 1935
 JX1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1010
 JX1010  HISTORY     - Date     Condition        Report By
 JX1010  HISTORY     - 1935     MONUMENTED       CGS
 JX1010
 JX1010                          STATION DESCRIPTION
 JX1010
 JX1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX1010'3.3 MI S FROM HARRISVILLE.
 JX1010'3.3 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 JX1010'AT HARRISVILLE, RITCHIE COUNTY, IN THE TOP OF THE CENTER OF A
 JX1010'CULVERT OVER A SMALL DITCH, 60 FEET EAST OF A FORK OF THE DITCH,
 JX1010'AND 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 JX1010'DISK, STAMPED D 26 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0274 ***********************************************************************
 HX0274  DESIGNATION -  D 261
 HX0274  PID         -  HX0274
 HX0274  STATE/COUNTY-  WV/WEBSTER
 HX0274  USGS QUAD   -  SKELT (1982)
 HX0274
 HX0274                         *CURRENT SURVEY CONTROL
 HX0274  ___________________________________________________________________
 HX0274* NAD 83(1986)-  38 34 12.     (N)    080 18 21.     (W)     SCALED    
 HX0274* NAVD 88     -       622.024  (meters)    2040.76   (feet)  ADJUSTED  
 HX0274  ___________________________________________________________________
 HX0274  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX0274  DYNAMIC HT  -         621.522 (meters)    2039.11  (feet)  COMP
 HX0274  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 HX0274
 HX0274  VERT ORDER  -  SECOND    CLASS 0
 HX0274
 HX0274.The horizontal coordinates were scaled from a topographic map and have
 HX0274.an estimated accuracy of +/- 6 seconds.
 HX0274
 HX0274.The orthometric height was determined by differential leveling
 HX0274.and adjusted by the National Geodetic Survey in June 1991..
 HX0274
 HX0274.The geoid height was determined by GEOID03.
 HX0274
 HX0274.The dynamic height is computed by dividing the NAVD 88
 HX0274.geopotential number by the normal gravity value computed on the
 HX0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0274.degrees latitude (g = 980.6199 gals.).
 HX0274
 HX0274.The modeled gravity was interpolated from observed gravity values.
 HX0274
 HX0274;                    North         East    Units  Estimated Accuracy
 HX0274;SPC WV S     -   174,480.      660,490.      MT  (+/- 180 meters Scaled)
 HX0274
 HX0274                          SUPERSEDED SURVEY CONTROL
 HX0274
 HX0274  NGVD 29 (??/??/92)  622.128  (m)         2041.10   (f) ADJ UNCH    2 0
 HX0274
 HX0274.Superseded values are not recommended for survey control.
 HX0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0274.See file dsdata.txt to determine how the superseded data were derived.
 HX0274
 HX0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC604692(NAD 83)
 HX0274_MARKER: DB = BENCH MARK DISK
 HX0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0274_SP_SET: ABUTMENT
 HX0274_STAMPING: D 261 1962
 HX0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0274
 HX0274  HISTORY     - Date     Condition        Report By
 HX0274  HISTORY     - 1962     MONUMENTED       CGS
 HX0274
 HX0274                          STATION DESCRIPTION
 HX0274
 HX0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0274'9.2 MI E FROM DIANA.
 HX0274'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0274'AT DIANA, THENCE ABOUT 7.05 MILES EAST ALONG A GRAVEL ROAD THAT
 HX0274'LEADS EAST AND THEN NORTHEAST TO PICKENS, SET ON TOP OF THE NORTH
 HX0274'END OF THE WEST ABUTMENT OF A 42-FOOT BRIDGE OVER THE LITTLE
 HX0274'SUGAR CREEK, 9 FEET NORTH OF THE CENTER LINE OF THE ROAD, 68
 HX0274'FEET EAST OF THE CENTER LINE OF A NARROW DIRT ROAD, 1.1 FEET
 HX0274'SOUTH OF THE NORTH END OF THE ABUTMENT, AND ABOUT 2 FEET BELOW
 HX0274'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0304 ***********************************************************************
 HX0304  DESIGNATION -  D 262
 HX0304  PID         -  HX0304
 HX0304  STATE/COUNTY-  WV/WEBSTER
 HX0304  USGS QUAD   -  GOSHEN (1987)
 HX0304
 HX0304                         *CURRENT SURVEY CONTROL
 HX0304  ___________________________________________________________________
 HX0304* NAD 83(1986)-  38 40 53.     (N)    080 19 31.     (W)     SCALED    
 HX0304* NAVD 88     -       704.936  (meters)    2312.78   (feet)  ADJUSTED  
 HX0304  ___________________________________________________________________
 HX0304  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 HX0304  DYNAMIC HT  -         704.421 (meters)    2311.09  (feet)  COMP
 HX0304  MODELED GRAV-     979,873.1   (mgal)                       NAVD 88
 HX0304
 HX0304  VERT ORDER  -  SECOND    CLASS 0
 HX0304
 HX0304.The horizontal coordinates were scaled from a topographic map and have
 HX0304.an estimated accuracy of +/- 6 seconds.
 HX0304
 HX0304.The orthometric height was determined by differential leveling
 HX0304.and adjusted by the National Geodetic Survey in June 1991..
 HX0304
 HX0304.The geoid height was determined by GEOID03.
 HX0304
 HX0304.The dynamic height is computed by dividing the NAVD 88
 HX0304.geopotential number by the normal gravity value computed on the
 HX0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0304.degrees latitude (g = 980.6199 gals.).
 HX0304
 HX0304.The modeled gravity was interpolated from observed gravity values.
 HX0304
 HX0304;                    North         East    Units  Estimated Accuracy
 HX0304;SPC WV S     -   186,830.      658,710.      MT  (+/- 180 meters Scaled)
 HX0304
 HX0304                          SUPERSEDED SURVEY CONTROL
 HX0304
 HX0304  NGVD 29 (??/??/92)  705.097  (m)         2313.31   (f) ADJ UNCH    2 0
 HX0304
 HX0304.Superseded values are not recommended for survey control.
 HX0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0304.See file dsdata.txt to determine how the superseded data were derived.
 HX0304
 HX0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC586816(NAD 83)
 HX0304_MARKER: DB = BENCH MARK DISK
 HX0304_SETTING: 66 = SET IN ROCK OUTCROP
 HX0304_SP_SET: ROCK PROJECTION
 HX0304_STAMPING: D 262 1962
 HX0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0304+STABILITY: POSITION/ELEVATION WELL
 HX0304
 HX0304  HISTORY     - Date     Condition        Report By
 HX0304  HISTORY     - 1962     MONUMENTED       CGS
 HX0304
 HX0304                          STATION DESCRIPTION
 HX0304
 HX0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0304'7 MI NE FROM HACKER VALLEY.
 HX0304'ABOUT 3.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0304'OFFICE AT HACKER VALLEY, THENCE ABOUT 1.8 MILES EAST ALONG
 HX0304'COUNTY ROAD 20/4, THENCE ABOUT 2.2 MILES EAST ALONG COUNTY ROAD
 HX0304'2, SET VERTICALLY IN THE SOUTH FACE OF A ROCK THAT IS ABOUT 5
 HX0304'FEET LONG AND 5 FEET HIGH AND PROJECTS OUT OF THE ROAD BANK, 7
 HX0304'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF THE
 HX0304'EAST EDGE OF THE ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HX0304'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0246 ***********************************************************************
 HX0246  DESIGNATION -  D 263
 HX0246  PID         -  HX0246
 HX0246  STATE/COUNTY-  WV/WEBSTER
 HX0246  USGS QUAD   -  HACKER VALLEY (1967)
 HX0246
 HX0246                         *CURRENT SURVEY CONTROL
 HX0246  ___________________________________________________________________
 HX0246* NAD 83(1986)-  38 39 10.     (N)    080 25 39.     (W)     SCALED    
 HX0246* NAVD 88     -       470.334  (meters)    1543.09   (feet)  ADJUSTED  
 HX0246  ___________________________________________________________________
 HX0246  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HX0246  DYNAMIC HT  -         470.007 (meters)    1542.01  (feet)  COMP
 HX0246  MODELED GRAV-     979,919.2   (mgal)                       NAVD 88
 HX0246
 HX0246  VERT ORDER  -  SECOND    CLASS 0
 HX0246
 HX0246.The horizontal coordinates were scaled from a topographic map and have
 HX0246.an estimated accuracy of +/- 6 seconds.
 HX0246
 HX0246.The orthometric height was determined by differential leveling
 HX0246.and adjusted by the National Geodetic Survey in June 1991..
 HX0246
 HX0246.The geoid height was determined by GEOID03.
 HX0246
 HX0246.The dynamic height is computed by dividing the NAVD 88
 HX0246.geopotential number by the normal gravity value computed on the
 HX0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0246.degrees latitude (g = 980.6199 gals.).
 HX0246
 HX0246.The modeled gravity was interpolated from observed gravity values.
 HX0246
 HX0246;                    North         East    Units  Estimated Accuracy
 HX0246;SPC WV S     -   183,600.      649,830.      MT  (+/- 180 meters Scaled)
 HX0246
 HX0246                          SUPERSEDED SURVEY CONTROL
 HX0246
 HX0246  NGVD 29 (??/??/92)  470.510  (m)         1543.66   (f) ADJ UNCH    2 0
 HX0246
 HX0246.Superseded values are not recommended for survey control.
 HX0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0246.See file dsdata.txt to determine how the superseded data were derived.
 HX0246
 HX0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC498784(NAD 83)
 HX0246_MARKER: DB = BENCH MARK DISK
 HX0246_SETTING: 66 = SET IN ROCK OUTCROP
 HX0246_SP_SET: ROCK PROJECTION
 HX0246_STAMPING: D 263 1962
 HX0246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0246+STABILITY: POSITION/ELEVATION WELL
 HX0246
 HX0246  HISTORY     - Date     Condition        Report By
 HX0246  HISTORY     - 1962     MONUMENTED       CGS
 HX0246
 HX0246                          STATION DESCRIPTION
 HX0246
 HX0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0246'3.2 MI NW FROM HACKER VALLEY.
 HX0246'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0246'OFFICE AT HACKER VALLEY, THENCE ABOUT 3.1 MILES NORTHWEST ALONG
 HX0246'REPLETE ROAD, SET ON TOP OF A ROCK THAT IS ABOUT 4-BY 10-FOOT
 HX0246'LONG AND PROJECTS OUT OF THE ROAD BANK, 51 FEET SOUTH OF THE CENTER
 HX0246'LINE OF THE ROAD, 2.9 FEET WEST OF THE EAST END OF THE ROCK,
 HX0246'23 FEET SOUTH OF A WOODEN GATE, 28 FEET SOUTH OF THE CENTER
 HX0246'LINE OF A PRIVATE DRIVE, ABOUT 100 YARDS EAST OF A SMALL FRAME
 HX0246'HOUSE, 100 YARDS NORTHEAST OF A BROWN SHINGLED HOUSE, AND ABOUT 5
 HX0246'FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1013 ***********************************************************************
 HX1013  DESIGNATION -  D 264
 HX1013  PID         -  HX1013
 HX1013  STATE/COUNTY-  WV/WEBSTER
 HX1013  USGS QUAD   -  COWEN (1995)
 HX1013
 HX1013                         *CURRENT SURVEY CONTROL
 HX1013  ___________________________________________________________________
 HX1013* NAD 83(1986)-  38 25 29.     (N)    080 33 09.     (W)     SCALED    
 HX1013* NAVD 88     -       682.659  (meters)    2239.69   (feet)  ADJUSTED  
 HX1013  ___________________________________________________________________
 HX1013  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HX1013  DYNAMIC HT  -         682.143 (meters)    2238.00  (feet)  COMP
 HX1013  MODELED GRAV-     979,849.1   (mgal)                       NAVD 88
 HX1013
 HX1013  VERT ORDER  -  SECOND    CLASS 0
 HX1013
 HX1013.The horizontal coordinates were scaled from a topographic map and have
 HX1013.an estimated accuracy of +/- 6 seconds.
 HX1013
 HX1013.The orthometric height was determined by differential leveling
 HX1013.and adjusted by the National Geodetic Survey in June 1991..
 HX1013
 HX1013.The geoid height was determined by GEOID03.
 HX1013
 HX1013.The dynamic height is computed by dividing the NAVD 88
 HX1013.geopotential number by the normal gravity value computed on the
 HX1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1013.degrees latitude (g = 980.6199 gals.).
 HX1013
 HX1013.The modeled gravity was interpolated from observed gravity values.
 HX1013
 HX1013;                    North         East    Units  Estimated Accuracy
 HX1013;SPC WV S     -   158,220.      639,080.      MT  (+/- 180 meters Scaled)
 HX1013
 HX1013                          SUPERSEDED SURVEY CONTROL
 HX1013
 HX1013  NGVD 29 (??/??/92)  682.815  (m)         2240.20   (f) ADJ UNCH    2 0
 HX1013
 HX1013.Superseded values are not recommended for survey control.
 HX1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1013.See file dsdata.txt to determine how the superseded data were derived.
 HX1013
 HX1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC390530(NAD 83)
 HX1013_MARKER: DB = BENCH MARK DISK
 HX1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1013_SP_SET: CEMENT MAN HOLE
 HX1013_STAMPING: D 264 1962
 HX1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1013
 HX1013  HISTORY     - Date     Condition        Report By
 HX1013  HISTORY     - 1962     MONUMENTED       CGS
 HX1013
 HX1013                          STATION DESCRIPTION
 HX1013
 HX1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1013'1 MI NE FROM COWEN.
 HX1013'ABOUT 1.0 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1013'FROM THE STATION AT COWEN, ABOUT 80 YARDS NORTH OF BALTIMORE
 HX1013'AND OHIO RAILROAD YARD OFFICE, 33.5 FEET SOUTHEAST AND ACROSS
 HX1013'ROAD FROM TELEPHONE POLE 3671, 18 FEET EAST OF CENTER LINE OF
 HX1013'DIRT ROAD, 18 FEET WEST OF WEST RAIL, 1 FOOT BELOW LEVEL OF
 HX1013'TRACK, AND SET ON TOP OF SOUTHEAST END OF A 5 FOOT-BY-5 FOOT
 HX1013'CEMENT MAN HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1872 ***********************************************************************
 HW1872  DESIGNATION -  D 266
 HW1872  PID         -  HW1872
 HW1872  STATE/COUNTY-  WV/POCAHONTAS
 HW1872  USGS QUAD   -  CASS (1995)
 HW1872
 HW1872                         *CURRENT SURVEY CONTROL
 HW1872  ___________________________________________________________________
 HW1872* NAD 83(1986)-  38 25 51.     (N)    079 57 35.     (W)     SCALED    
 HW1872* NAVD 88     -      1158.139  (meters)    3799.66   (feet)  ADJUSTED  
 HW1872  ___________________________________________________________________
 HW1872  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HW1872  DYNAMIC HT  -        1157.214 (meters)    3796.63  (feet)  COMP
 HW1872  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 HW1872
 HW1872  VERT ORDER  -  SECOND    CLASS 0
 HW1872
 HW1872.The horizontal coordinates were scaled from a topographic map and have
 HW1872.an estimated accuracy of +/- 6 seconds.
 HW1872
 HW1872.The orthometric height was determined by differential leveling
 HW1872.and adjusted by the National Geodetic Survey in June 1991..
 HW1872
 HW1872.The geoid height was determined by GEOID03.
 HW1872
 HW1872.The dynamic height is computed by dividing the NAVD 88
 HW1872.geopotential number by the normal gravity value computed on the
 HW1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1872.degrees latitude (g = 980.6199 gals.).
 HW1872
 HW1872.The modeled gravity was interpolated from observed gravity values.
 HW1872
 HW1872;                    North         East    Units  Estimated Accuracy
 HW1872;SPC WV S     -   159,320.      690,830.      MT  (+/- 180 meters Scaled)
 HW1872
 HW1872                          SUPERSEDED SURVEY CONTROL
 HW1872
 HW1872  NGVD 29 (??/??/92) 1158.227  (m)         3799.95   (f) ADJ UNCH    2 0
 HW1872
 HW1872.Superseded values are not recommended for survey control.
 HW1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1872.See file dsdata.txt to determine how the superseded data were derived.
 HW1872
 HW1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC907541(NAD 83)
 HW1872_MARKER: DB = BENCH MARK DISK
 HW1872_SETTING: 80 = SET IN A BOULDER
 HW1872_STAMPING: D 266 1962
 HW1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1872+STABILITY: SURFACE MOTION
 HW1872
 HW1872  HISTORY     - Date     Condition        Report By
 HW1872  HISTORY     - 1962     MONUMENTED       CGS
 HW1872
 HW1872                          STATION DESCRIPTION
 HW1872
 HW1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1872'6.4 MI NW FROM CASS.
 HW1872'ABOUT 6.4 MILES NORTH AND NORTHWEST ALONG THE CHEAT AND BALD
 HW1872'KNOB SCENIC RAILROAD FROM THE POST OFFICE AT CASS, SET VERTICALLY
 HW1872'IN THE EAST FACE OF A 12 FOOT LONG-BY-8 FOOT WIDE-BY-4 FOOT
 HW1872'HIGH EMBEDDED BOULDER, 3 FEET SOUTH OF NORTH END, 2 FEET
 HW1872'ABOVE GROUND, 25 FEET WEST OF WEST RAIL, AND ABOUT 2 1/2 FEET
 HW1872'ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1606 ***********************************************************************
 HX1606  DESIGNATION -  D 267
 HX1606  PID         -  HX1606
 HX1606  STATE/COUNTY-  WV/BRAXTON
 HX1606  USGS QUAD   -  ORLANDO (1989)
 HX1606
 HX1606                         *CURRENT SURVEY CONTROL
 HX1606  ___________________________________________________________________
 HX1606* NAD 83(1986)-  38 46 47.     (N)    080 36 46.     (W)     SCALED    
 HX1606* NAVD 88     -       265.300  (meters)     870.41   (feet)  ADJUSTED  
 HX1606  ___________________________________________________________________
 HX1606  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HX1606  DYNAMIC HT  -         265.126 (meters)     869.83  (feet)  COMP
 HX1606  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 HX1606
 HX1606  VERT ORDER  -  SECOND    CLASS 0
 HX1606
 HX1606.The horizontal coordinates were scaled from a topographic map and have
 HX1606.an estimated accuracy of +/- 6 seconds.
 HX1606
 HX1606.The orthometric height was determined by differential leveling
 HX1606.and adjusted by the National Geodetic Survey in June 1991..
 HX1606
 HX1606.The geoid height was determined by GEOID03.
 HX1606
 HX1606.The dynamic height is computed by dividing the NAVD 88
 HX1606.geopotential number by the normal gravity value computed on the
 HX1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1606.degrees latitude (g = 980.6199 gals.).
 HX1606
 HX1606.The modeled gravity was interpolated from observed gravity values.
 HX1606
 HX1606;                    North         East    Units  Estimated Accuracy
 HX1606;SPC WV S     -   197,610.      633,650.      MT  (+/- 180 meters Scaled)
 HX1606
 HX1606                          SUPERSEDED SURVEY CONTROL
 HX1606
 HX1606  NGVD 29 (??/??/92)  265.498  (m)          871.05   (f) ADJ UNCH    2 0
 HX1606
 HX1606.Superseded values are not recommended for survey control.
 HX1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1606.See file dsdata.txt to determine how the superseded data were derived.
 HX1606
 HX1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC336924(NAD 83)
 HX1606_MARKER: DB = BENCH MARK DISK
 HX1606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1606_SP_SET: ABUTMENT
 HX1606_STAMPING: D 267 1962
 HX1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1606
 HX1606  HISTORY     - Date     Condition        Report By
 HX1606  HISTORY     - 1962     MONUMENTED       CGS
 HX1606
 HX1606                          STATION DESCRIPTION
 HX1606
 HX1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1606'2.5 MI NE FROM HEATERS.
 HX1606'ABOUT 2.5 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1606'OFFICE AT HEATERS, ON THE OUTSIDE OF A CURVE, SET ON TOP OF THE
 HX1606'NORTH END OF THE EAST ABUTMENT OF A 8-FOOT BOX CULVERT, 108
 HX1606'FEET NORTH OF A PRIVATE DRIVE TO A FARM HOUSE, 18 FEET EAST OF
 HX1606'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT BELOW THE LEVEL
 HX1606'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0137 ***********************************************************************
 HX0137  DESIGNATION -  D 268
 HX0137  PID         -  HX0137
 HX0137  STATE/COUNTY-  WV/LEWIS
 HX0137  USGS QUAD   -  WALKERSVILLE (1976)
 HX0137
 HX0137                         *CURRENT SURVEY CONTROL
 HX0137  ___________________________________________________________________
 HX0137* NAD 83(1986)-  38 52 23.     (N)    080 26 58.     (W)     SCALED    
 HX0137* NAVD 88     -       330.998  (meters)    1085.95   (feet)  ADJUSTED  
 HX0137  ___________________________________________________________________
 HX0137  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HX0137  DYNAMIC HT  -         330.775 (meters)    1085.22  (feet)  COMP
 HX0137  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 HX0137
 HX0137  VERT ORDER  -  SECOND    CLASS 0
 HX0137
 HX0137.The horizontal coordinates were scaled from a topographic map and have
 HX0137.an estimated accuracy of +/- 6 seconds.
 HX0137
 HX0137.The orthometric height was determined by differential leveling
 HX0137.and adjusted by the National Geodetic Survey in June 1991..
 HX0137
 HX0137.The geoid height was determined by GEOID03.
 HX0137
 HX0137.The dynamic height is computed by dividing the NAVD 88
 HX0137.geopotential number by the normal gravity value computed on the
 HX0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0137.degrees latitude (g = 980.6199 gals.).
 HX0137
 HX0137.The modeled gravity was interpolated from observed gravity values.
 HX0137
 HX0137;                    North         East    Units  Estimated Accuracy
 HX0137;SPC WV S     -   208,040.      647,780.      MT  (+/- 180 meters Scaled)
 HX0137
 HX0137                          SUPERSEDED SURVEY CONTROL
 HX0137
 HX0137  NGVD 29 (??/??/92)  331.190  (m)         1086.58   (f) ADJ UNCH    2 0
 HX0137
 HX0137.Superseded values are not recommended for survey control.
 HX0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0137.See file dsdata.txt to determine how the superseded data were derived.
 HX0137
 HX0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND477028(NAD 83)
 HX0137_MARKER: DB = BENCH MARK DISK
 HX0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0137_SP_SET: BRIDGE
 HX0137_STAMPING: D 268 1962
 HX0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0137
 HX0137  HISTORY     - Date     Condition        Report By
 HX0137  HISTORY     - 1962     MONUMENTED       CGS
 HX0137
 HX0137                          STATION DESCRIPTION
 HX0137
 HX0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0137'0.7 MI E FROM WALKERSVILLE.
 HX0137'ABOUT 0.7 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX0137'THE STATION AT WALKERSVILLE, SET ON TOP OF SOUTHEAST END OF THE
 HX0137'SOUTHWEST END OF A CONCRETE HIGHWAY BRIDGE OVER THE WEST FORK
 HX0137'RIVER, 139 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 12 FEET SOUTHEAST
 HX0137'OF THE CENTER LINE OF U.S. HIGHWAY 19, AND ABOUT 5 FEET BELOW
 HX0137'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0201 ***********************************************************************
 HX0201  DESIGNATION -  D 269
 HX0201  PID         -  HX0201
 HX0201  STATE/COUNTY-  WV/WEBSTER
 HX0201  USGS QUAD   -  HACKER VALLEY (1967)
 HX0201
 HX0201                         *CURRENT SURVEY CONTROL
 HX0201  ___________________________________________________________________
 HX0201* NAD 83(1986)-  38 43 40.     (N)    080 24 13.     (W)     SCALED    
 HX0201* NAVD 88     -       384.473  (meters)    1261.39   (feet)  ADJUSTED  
 HX0201  ___________________________________________________________________
 HX0201  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HX0201  DYNAMIC HT  -         384.208 (meters)    1260.52  (feet)  COMP
 HX0201  MODELED GRAV-     979,926.9   (mgal)                       NAVD 88
 HX0201
 HX0201  VERT ORDER  -  SECOND    CLASS 0
 HX0201
 HX0201.The horizontal coordinates were scaled from a topographic map and have
 HX0201.an estimated accuracy of +/- 6 seconds.
 HX0201
 HX0201.The orthometric height was determined by differential leveling
 HX0201.and adjusted by the National Geodetic Survey in June 1991..
 HX0201
 HX0201.The geoid height was determined by GEOID03.
 HX0201
 HX0201.The dynamic height is computed by dividing the NAVD 88
 HX0201.geopotential number by the normal gravity value computed on the
 HX0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0201.degrees latitude (g = 980.6199 gals.).
 HX0201
 HX0201.The modeled gravity was interpolated from observed gravity values.
 HX0201
 HX0201;                    North         East    Units  Estimated Accuracy
 HX0201;SPC WV S     -   191,940.      651,860.      MT  (+/- 180 meters Scaled)
 HX0201
 HX0201                          SUPERSEDED SURVEY CONTROL
 HX0201
 HX0201  NGVD 29 (??/??/92)  384.648  (m)         1261.97   (f) ADJ UNCH    2 0
 HX0201
 HX0201.Superseded values are not recommended for survey control.
 HX0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0201.See file dsdata.txt to determine how the superseded data were derived.
 HX0201
 HX0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC518867(NAD 83)
 HX0201_MARKER: DB = BENCH MARK DISK
 HX0201_SETTING: 66 = SET IN ROCK OUTCROP
 HX0201_SP_SET: ROCK CUT
 HX0201_STAMPING: D 269 1962
 HX0201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0201+STABILITY: POSITION/ELEVATION WELL
 HX0201
 HX0201  HISTORY     - Date     Condition        Report By
 HX0201  HISTORY     - 1962     MONUMENTED       CGS
 HX0201
 HX0201                          STATION DESCRIPTION
 HX0201
 HX0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0201'0.8 MI S FROM CLEVELAND.
 HX0201'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0201'AT CLEVELAND, SET VERTICALY IN THE NORTHWEST FACE OF A ROCK
 HX0201'CUT THAT IS ABOUT 285 FEET LONG AND 15 FEET HIGH, 192 FEET
 HX0201'SOUTHWEST OF A PRIVATE ROAD THAT LEADS SOUTH TO A FARM HOUSE,
 HX0201'28 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 52 FEET
 HX0201'SOUTH OF A TELEPHONE POLE 356, AND ABOUT 4 FEET ABOVE THE
 HX0201'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0211 ***********************************************************************
 HX0211  DESIGNATION -  D 270
 HX0211  PID         -  HX0211
 HX0211  STATE/COUNTY-  WV/UPSHUR
 HX0211  USGS QUAD   -  ROCK CAVE (1966)
 HX0211
 HX0211                         *CURRENT SURVEY CONTROL
 HX0211  ___________________________________________________________________
 HX0211* NAD 83(1986)-  38 46 11.     (N)    080 21 01.     (W)     SCALED    
 HX0211* NAVD 88     -       525.682  (meters)    1724.67   (feet)  ADJUSTED  
 HX0211  ___________________________________________________________________
 HX0211  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HX0211  DYNAMIC HT  -         525.310 (meters)    1723.45  (feet)  COMP
 HX0211  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 HX0211
 HX0211  VERT ORDER  -  SECOND    CLASS 0
 HX0211
 HX0211.The horizontal coordinates were scaled from a topographic map and have
 HX0211.an estimated accuracy of +/- 6 seconds.
 HX0211
 HX0211.The orthometric height was determined by differential leveling
 HX0211.and adjusted by the National Geodetic Survey in June 1991..
 HX0211
 HX0211.The geoid height was determined by GEOID03.
 HX0211
 HX0211.The dynamic height is computed by dividing the NAVD 88
 HX0211.geopotential number by the normal gravity value computed on the
 HX0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0211.degrees latitude (g = 980.6199 gals.).
 HX0211
 HX0211.The modeled gravity was interpolated from observed gravity values.
 HX0211
 HX0211;                    North         East    Units  Estimated Accuracy
 HX0211;SPC WV S     -   196,620.      656,460.      MT  (+/- 180 meters Scaled)
 HX0211
 HX0211                          SUPERSEDED SURVEY CONTROL
 HX0211
 HX0211  NGVD 29 (??/??/92)  525.854  (m)         1725.24   (f) ADJ UNCH    2 0
 HX0211
 HX0211.Superseded values are not recommended for survey control.
 HX0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0211.See file dsdata.txt to determine how the superseded data were derived.
 HX0211
 HX0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC564914(NAD 83)
 HX0211_MARKER: DB = BENCH MARK DISK
 HX0211_SETTING: 66 = SET IN ROCK OUTCROP
 HX0211_SP_SET: ROCK OUTCROP
 HX0211_STAMPING: D 270 1962
 HX0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0211+STABILITY: POSITION/ELEVATION WELL
 HX0211
 HX0211  HISTORY     - Date     Condition        Report By
 HX0211  HISTORY     - 1962     MONUMENTED       CGS
 HX0211
 HX0211                          STATION DESCRIPTION
 HX0211
 HX0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0211'AT KANAWHA HEAD.
 HX0211'AT KANAWHA HEAD, ABOUT 0.05 MILE SOUTHWEST ALONG STATE HIGHWAY
 HX0211'20 FROM THE POST OFFICE, SET ON TOP OF A ROCK OUTCROP THAT IS
 HX0211'ABOUT 8 FEET WIDE AND 2 FEET HIGH, 147 FEET NORTHEAST OF A DRIVE
 HX0211'LEADING TO OAK GROVE CEMETERY, 28 FEET NORTHWEST OF THE CENTER
 HX0211'LINE OF THE HIGHWAY, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HX0211'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1472 ***********************************************************************
 HX1472  DESIGNATION -  D 271
 HX1472  PID         -  HX1472
 HX1472  STATE/COUNTY-  WV/LEWIS
 HX1472  USGS QUAD   -  PETERSON (1989)
 HX1472
 HX1472                         *CURRENT SURVEY CONTROL
 HX1472  ___________________________________________________________________
 HX1472* NAD 83(1986)-  38 52 38.     (N)    080 34 37.     (W)     SCALED    
 HX1472* NAVD 88     -       241.260  (meters)     791.53   (feet)  ADJUSTED  
 HX1472  ___________________________________________________________________
 HX1472  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HX1472  DYNAMIC HT  -         241.104 (meters)     791.02  (feet)  COMP
 HX1472  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 HX1472
 HX1472  VERT ORDER  -  SECOND    CLASS 0
 HX1472
 HX1472.The horizontal coordinates were scaled from a topographic map and have
 HX1472.an estimated accuracy of +/- 6 seconds.
 HX1472
 HX1472.The orthometric height was determined by differential leveling
 HX1472.and adjusted by the National Geodetic Survey in June 1991..
 HX1472
 HX1472.The geoid height was determined by GEOID03.
 HX1472
 HX1472.The dynamic height is computed by dividing the NAVD 88
 HX1472.geopotential number by the normal gravity value computed on the
 HX1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1472.degrees latitude (g = 980.6199 gals.).
 HX1472
 HX1472.The modeled gravity was interpolated from observed gravity values.
 HX1472
 HX1472;                    North         East    Units  Estimated Accuracy
 HX1472;SPC WV S     -   208,440.      636,710.      MT  (+/- 180 meters Scaled)
 HX1472
 HX1472                          SUPERSEDED SURVEY CONTROL
 HX1472
 HX1472  NGVD 29 (??/??/92)  241.461  (m)          792.19   (f) ADJ UNCH    2 0
 HX1472
 HX1472.Superseded values are not recommended for survey control.
 HX1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1472.See file dsdata.txt to determine how the superseded data were derived.
 HX1472
 HX1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND366032(NAD 83)
 HX1472_MARKER: DB = BENCH MARK DISK
 HX1472_SETTING: 66 = SET IN ROCK OUTCROP
 HX1472_SP_SET: EMBEDDED ROCK
 HX1472_STAMPING: D 271 1962
 HX1472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1472+STABILITY: POSITION/ELEVATION WELL
 HX1472
 HX1472  HISTORY     - Date     Condition        Report By
 HX1472  HISTORY     - 1962     MONUMENTED       CGS
 HX1472
 HX1472                          STATION DESCRIPTION
 HX1472
 HX1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1472'1.1 MI NE FROM ORLANDO.
 HX1472'ABOUT 1.1 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX1472'OFFICE AT ORLANDO, SET ON THE PROPERTY PRESENTLY OWNED BY MR.
 HX1472'STUTLER, SET ON TOP OF AN EMBEDDED ROCK THAT IS ABOUT 10-BY
 HX1472'75-FOOT LONG, AT THE SOUTHEAST END OF THE BOULDER, 65 FEET EAST
 HX1472'OF A FARM-HOUSE, 69 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HX1472'14 FEET EAST OF A SMALL SHED, AND ABOUT 3 FEET ABOVE THE LEVEL
 HX1472'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0361 ***********************************************************************
 HX0361  DESIGNATION -  D 272
 HX0361  PID         -  HX0361
 HX0361  STATE/COUNTY-  WV/UPSHUR
 HX0361  USGS QUAD   -  ALTON (1989)
 HX0361
 HX0361                         *CURRENT SURVEY CONTROL
 HX0361  ___________________________________________________________________
 HX0361* NAD 83(1986)-  38 46 54.     (N)    080 13 43.     (W)     SCALED    
 HX0361* NAVD 88     -       564.703  (meters)    1852.70   (feet)  ADJUSTED  
 HX0361  ___________________________________________________________________
 HX0361  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HX0361  DYNAMIC HT  -         564.293 (meters)    1851.35  (feet)  COMP
 HX0361  MODELED GRAV-     979,883.7   (mgal)                       NAVD 88
 HX0361
 HX0361  VERT ORDER  -  SECOND    CLASS 0
 HX0361
 HX0361.The horizontal coordinates were scaled from a topographic map and have
 HX0361.an estimated accuracy of +/- 6 seconds.
 HX0361
 HX0361.The orthometric height was determined by differential leveling
 HX0361.and adjusted by the National Geodetic Survey in June 1991..
 HX0361
 HX0361.The geoid height was determined by GEOID03.
 HX0361
 HX0361.The dynamic height is computed by dividing the NAVD 88
 HX0361.geopotential number by the normal gravity value computed on the
 HX0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0361.degrees latitude (g = 980.6199 gals.).
 HX0361
 HX0361.The modeled gravity was interpolated from observed gravity values.
 HX0361
 HX0361;                    North         East    Units  Estimated Accuracy
 HX0361;SPC WV S     -   198,030.      667,030.      MT  (+/- 180 meters Scaled)
 HX0361
 HX0361                          SUPERSEDED SURVEY CONTROL
 HX0361
 HX0361  NGVD 29 (??/??/92)  564.860  (m)         1853.21   (f) ADJ UNCH    2 0
 HX0361
 HX0361.Superseded values are not recommended for survey control.
 HX0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0361.See file dsdata.txt to determine how the superseded data were derived.
 HX0361
 HX0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC670928(NAD 83)
 HX0361_MARKER: DB = BENCH MARK DISK
 HX0361_SETTING: 80 = SET IN A BOULDER
 HX0361_SP_SET: BOULDER
 HX0361_STAMPING: D 272 1962
 HX0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0361+STABILITY: SURFACE MOTION
 HX0361
 HX0361  HISTORY     - Date     Condition        Report By
 HX0361  HISTORY     - 1962     MONUMENTED       CGS
 HX0361
 HX0361                          STATION DESCRIPTION
 HX0361
 HX0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0361'0.4 MI S FROM ALEXANDER.
 HX0361'ABOUT 0.4 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0361'FROM THE POST OFFICE AT ALEXANDER, AT THE SOUTHEAST CORNER OF A
 HX0361'LAWN, SET ON TOP OF AN EMBEDDED BOULDER THAT IS ABOUT 9-BY
 HX0361'12-FOOT LONG, 56 FEET EAST OF THE SOUTHEAST END OF A HOUSE, 28
 HX0361'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 4 FEET WEST OF
 HX0361'A FENCE LINE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0309 ***********************************************************************
 HX0309  DESIGNATION -  D 273
 HX0309  PID         -  HX0309
 HX0309  STATE/COUNTY-  WV/UPSHUR
 HX0309  USGS QUAD   -  ALTON (1989)
 HX0309
 HX0309                         *CURRENT SURVEY CONTROL
 HX0309  ___________________________________________________________________
 HX0309* NAD 83(1986)-  38 47 13.     (N)    080 14 00.     (W)     SCALED    
 HX0309* NAVD 88     -       599.455  (meters)    1966.71   (feet)  ADJUSTED  
 HX0309  ___________________________________________________________________
 HX0309  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 HX0309  DYNAMIC HT  -         599.022 (meters)    1965.29  (feet)  COMP
 HX0309  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 HX0309
 HX0309  VERT ORDER  -  SECOND    CLASS 0
 HX0309
 HX0309.The horizontal coordinates were scaled from a topographic map and have
 HX0309.an estimated accuracy of +/- 6 seconds.
 HX0309
 HX0309.The orthometric height was determined by differential leveling
 HX0309.and adjusted by the National Geodetic Survey in June 1991..
 HX0309
 HX0309.The geoid height was determined by GEOID03.
 HX0309
 HX0309.The dynamic height is computed by dividing the NAVD 88
 HX0309.geopotential number by the normal gravity value computed on the
 HX0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0309.degrees latitude (g = 980.6199 gals.).
 HX0309
 HX0309.The modeled gravity was interpolated from observed gravity values.
 HX0309
 HX0309;                    North         East    Units  Estimated Accuracy
 HX0309;SPC WV S     -   198,610.      666,610.      MT  (+/- 180 meters Scaled)
 HX0309
 HX0309                          SUPERSEDED SURVEY CONTROL
 HX0309
 HX0309  NGVD 29 (??/??/92)  599.612  (m)         1967.23   (f) ADJ UNCH    2 0
 HX0309
 HX0309.Superseded values are not recommended for survey control.
 HX0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0309.See file dsdata.txt to determine how the superseded data were derived.
 HX0309
 HX0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC665934(NAD 83)
 HX0309_MARKER: DB = BENCH MARK DISK
 HX0309_SETTING: 80 = SET IN A BOULDER
 HX0309_SP_SET: BOULDER
 HX0309_STAMPING: D 273 1962
 HX0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0309+STABILITY: SURFACE MOTION
 HX0309
 HX0309  HISTORY     - Date     Condition        Report By
 HX0309  HISTORY     - 1962     MONUMENTED       CGS
 HX0309
 HX0309                          STATION DESCRIPTION
 HX0309
 HX0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0309'0.7 MI NW FROM ALEXANDER.
 HX0309'ABOUT 0.7 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HX0309'OFFICE AT ALEXANDER, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HX0309'EXTENDING TO THE SOUTHEAST AND NORTHWEST, SET VERTICALLY IN
 HX0309'THE SOUTHWEST FACE OF A ROCK THAT IS 30 FEET LONG AND 6-FOOT
 HX0309'HIGH, AT THE SOUTHEAST END OF THE ROCK, 14 FEET NORTHEAST OF THE
 HX0309'CENTER LINE OF THE BLACK TOP ROAD, AND ABOUT LEVEL WITH THE
 HX0309'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0452 ***********************************************************************
 HX0452  DESIGNATION -  D 274
 HX0452  PID         -  HX0452
 HX0452  STATE/COUNTY-  WV/UPSHUR
 HX0452  USGS QUAD   -  ALTON (1989)
 HX0452
 HX0452                         *CURRENT SURVEY CONTROL
 HX0452  ___________________________________________________________________
 HX0452* NAD 83(1986)-  38 49 51.     (N)    080 08 19.     (W)     SCALED    
 HX0452* NAVD 88     -       727.368  (meters)    2386.37   (feet)  ADJUSTED  
 HX0452  ___________________________________________________________________
 HX0452  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HX0452  DYNAMIC HT  -         726.860 (meters)    2384.71  (feet)  COMP
 HX0452  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 HX0452
 HX0452  VERT ORDER  -  SECOND    CLASS 0
 HX0452
 HX0452.The horizontal coordinates were scaled from a topographic map and have
 HX0452.an estimated accuracy of +/- 6 seconds.
 HX0452
 HX0452.The orthometric height was determined by differential leveling
 HX0452.and adjusted by the National Geodetic Survey in June 1991..
 HX0452
 HX0452.The geoid height was determined by GEOID03.
 HX0452
 HX0452.The dynamic height is computed by dividing the NAVD 88
 HX0452.geopotential number by the normal gravity value computed on the
 HX0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0452.degrees latitude (g = 980.6199 gals.).
 HX0452
 HX0452.The modeled gravity was interpolated from observed gravity values.
 HX0452
 HX0452;                    North         East    Units  Estimated Accuracy
 HX0452;SPC WV S     -   203,560.      674,790.      MT  (+/- 180 meters Scaled)
 HX0452
 HX0452                          SUPERSEDED SURVEY CONTROL
 HX0452
 HX0452  NGVD 29 (??/??/92)  727.541  (m)         2386.94   (f) ADJ UNCH    2 0
 HX0452
 HX0452.Superseded values are not recommended for survey control.
 HX0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0452.See file dsdata.txt to determine how the superseded data were derived.
 HX0452
 HX0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC747983(NAD 83)
 HX0452_MARKER: DB = BENCH MARK DISK
 HX0452_SETTING: 66 = SET IN ROCK OUTCROP
 HX0452_SP_SET: ROCK LEDGE
 HX0452_STAMPING: D 274 1962
 HX0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0452+STABILITY: POSITION/ELEVATION WELL
 HX0452
 HX0452  HISTORY     - Date     Condition        Report By
 HX0452  HISTORY     - 1962     MONUMENTED       CGS
 HX0452  HISTORY     - 1975     GOOD             BAKER
 HX0452
 HX0452                          STATION DESCRIPTION
 HX0452
 HX0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0452'4.5 MI N FROM HEMLOCK.
 HX0452'ABOUT 0.7 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX0452'AT HEMLOCK, THENCE ABOUT 3.8 MILES NORTH ALONG A GRAVEL ROAD,
 HX0452'SET VERTICALLY IN THE WEST FACE OF A ROCK LEDGE THAT IS ABOUT
 HX0452'125 FEET LONG AND 5-FOOT HIGH, 48 FEET SOUTH OF THE NORTH END
 HX0452'OF THE LEDGE, 24 FEET EAST OF THE CENTER LINE OF THE ROAD, 135
 HX0452'FEET SOUTH OF A PRIVATE ROAD LEADING EAST, AND ABOUT 4 FEET ABOVE
 HX0452'THE LEVEL OF THE ROAD.
 HX0452
 HX0452                          STATION RECOVERY (1975)
 HX0452
 HX0452'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 HX0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2077 ***********************************************************************
 HW2077  DESIGNATION -  D 275
 HW2077  PID         -  HW2077
 HW2077  STATE/COUNTY-  WV/RANDOLPH
 HW2077  USGS QUAD   -  BEVERLY WEST (1995)
 HW2077
 HW2077                         *CURRENT SURVEY CONTROL
 HW2077  ___________________________________________________________________
 HW2077* NAD 83(1986)-  38 46 22.     (N)    079 55 21.     (W)     SCALED    
 HW2077* NAVD 88     -       612.410  (meters)    2009.22   (feet)  ADJUSTED  
 HW2077  ___________________________________________________________________
 HW2077  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HW2077  DYNAMIC HT  -         611.963 (meters)    2007.75  (feet)  COMP
 HW2077  MODELED GRAV-     979,877.8   (mgal)                       NAVD 88
 HW2077
 HW2077  VERT ORDER  -  FIRST     CLASS II
 HW2077
 HW2077.The horizontal coordinates were scaled from a topographic map and have
 HW2077.an estimated accuracy of +/- 6 seconds.
 HW2077
 HW2077.The orthometric height was determined by differential leveling
 HW2077.and adjusted by the National Geodetic Survey in June 1991..
 HW2077
 HW2077.The geoid height was determined by GEOID03.
 HW2077
 HW2077.The dynamic height is computed by dividing the NAVD 88
 HW2077.geopotential number by the normal gravity value computed on the
 HW2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2077.degrees latitude (g = 980.6199 gals.).
 HW2077
 HW2077.The modeled gravity was interpolated from observed gravity values.
 HW2077
 HW2077;                    North         East    Units  Estimated Accuracy
 HW2077;SPC WV S     -   197,310.      693,630.      MT  (+/- 180 meters Scaled)
 HW2077
 HW2077                          SUPERSEDED SURVEY CONTROL
 HW2077
 HW2077  NGVD 29 (??/??/92)  612.563  (m)         2009.72   (f) ADJ UNCH    1 2
 HW2077
 HW2077.Superseded values are not recommended for survey control.
 HW2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2077.See file dsdata.txt to determine how the superseded data were derived.
 HW2077
 HW2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC936921(NAD 83)
 HW2077_MARKER: DB = BENCH MARK DISK
 HW2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2077_STAMPING: D 275 1962
 HW2077_MARK LOGO: CGS   
 HW2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2077+STABILITY: SURFACE MOTION
 HW2077
 HW2077  HISTORY     - Date     Condition        Report By
 HW2077  HISTORY     - 1962     MONUMENTED       CGS
 HW2077  HISTORY     - 1983     GOOD             NGS
 HW2077
 HW2077                          STATION DESCRIPTION
 HW2077
 HW2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2077'0.4 MI NE FROM VALLEY BEND.
 HW2077'ABOUT 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2077'POST OFFICE AT VALLEY BEND, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 HW2077'NORTH, 28 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HW2077'36 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH,
 HW2077'5.5 FEET NORTHWEST OF A TELEPHONE POLE, 54 FEET NORTHEAST OF
 HW2077'THE CENTER OF THE JUNCTION, 2.4 FEET EAST OF A STEEL WITNESS
 HW2077'POST, AND SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 HW2077'ABOUT 3-INCHES.
 HW2077
 HW2077                          STATION RECOVERY (1983)
 HW2077
 HW2077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0422 ***********************************************************************
 HX0422  DESIGNATION -  D 276
 HX0422  PID         -  HX0422
 HX0422  STATE/COUNTY-  WV/RANDOLPH
 HX0422  USGS QUAD   -  ADOLPH (1995)
 HX0422
 HX0422                         *CURRENT SURVEY CONTROL
 HX0422  ___________________________________________________________________
 HX0422* NAD 83(1986)-  38 44 07.     (N)    080 04 13.     (W)     SCALED    
 HX0422* NAVD 88     -       773.146  (meters)    2536.56   (feet)  ADJUSTED  
 HX0422  ___________________________________________________________________
 HX0422  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HX0422  DYNAMIC HT  -         772.560 (meters)    2534.64  (feet)  COMP
 HX0422  MODELED GRAV-     979,843.9   (mgal)                       NAVD 88
 HX0422
 HX0422  VERT ORDER  -  SECOND    CLASS 0
 HX0422
 HX0422.The horizontal coordinates were scaled from a topographic map and have
 HX0422.an estimated accuracy of +/- 6 seconds.
 HX0422
 HX0422.The orthometric height was determined by differential leveling
 HX0422.and adjusted by the National Geodetic Survey in June 1991..
 HX0422
 HX0422.The geoid height was determined by GEOID03.
 HX0422
 HX0422.The dynamic height is computed by dividing the NAVD 88
 HX0422.geopotential number by the normal gravity value computed on the
 HX0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0422.degrees latitude (g = 980.6199 gals.).
 HX0422
 HX0422.The modeled gravity was interpolated from observed gravity values.
 HX0422
 HX0422;                    North         East    Units  Estimated Accuracy
 HX0422;SPC WV S     -   193,010.      680,830.      MT  (+/- 180 meters Scaled)
 HX0422
 HX0422                          SUPERSEDED SURVEY CONTROL
 HX0422
 HX0422  NGVD 29 (??/??/92)  773.288  (m)         2537.03   (f) ADJ UNCH    2 0
 HX0422
 HX0422.Superseded values are not recommended for survey control.
 HX0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0422.See file dsdata.txt to determine how the superseded data were derived.
 HX0422
 HX0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC808878(NAD 83)
 HX0422_MARKER: DB = BENCH MARK DISK
 HX0422_SETTING: 66 = SET IN ROCK OUTCROP
 HX0422_SP_SET: ROCK PROJECTION
 HX0422_STAMPING: D 276 1962
 HX0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0422+STABILITY: POSITION/ELEVATION WELL
 HX0422
 HX0422  HISTORY     - Date     Condition        Report By
 HX0422  HISTORY     - 1962     MONUMENTED       CGS
 HX0422
 HX0422                          STATION DESCRIPTION
 HX0422
 HX0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0422'1.7 MI SW FROM ADOLPH.
 HX0422'ABOUT 1.7 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0422'SCHOOL AT ADOLPH, 0.2 MILE SOUTHWEST OF A SAWMILL, SET ON TOP
 HX0422'OF A ROCK THAT IS ABOUT 6-FOOT LONG AND PROJECTS OUT OF THE ROAD
 HX0422'BANK, 18 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.6 FOOT
 HX0422'WEST OF THE EAST EDGE OF THE ROCK, AND ABOUT 1-FOOT ABOVE THE
 HX0422'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0379 ***********************************************************************
 HX0379  DESIGNATION -  D 277
 HX0379  PID         -  HX0379
 HX0379  STATE/COUNTY-  WV/RANDOLPH
 HX0379  USGS QUAD   -  ADOLPH (1995)
 HX0379
 HX0379                         *CURRENT SURVEY CONTROL
 HX0379  ___________________________________________________________________
 HX0379* NAD 83(1986)-  38 38 41.     (N)    080 02 22.     (W)     SCALED    
 HX0379* NAVD 88     -       900.287  (meters)    2953.69   (feet)  ADJUSTED  
 HX0379  ___________________________________________________________________
 HX0379  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HX0379  DYNAMIC HT  -         899.607 (meters)    2951.46  (feet)  COMP
 HX0379  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 HX0379
 HX0379  VERT ORDER  -  SECOND    CLASS 0
 HX0379
 HX0379.The horizontal coordinates were scaled from a topographic map and have
 HX0379.an estimated accuracy of +/- 6 seconds.
 HX0379
 HX0379.The orthometric height was determined by differential leveling
 HX0379.and adjusted by the National Geodetic Survey in June 1991..
 HX0379
 HX0379.The geoid height was determined by GEOID03.
 HX0379
 HX0379.The dynamic height is computed by dividing the NAVD 88
 HX0379.geopotential number by the normal gravity value computed on the
 HX0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0379.degrees latitude (g = 980.6199 gals.).
 HX0379
 HX0379.The modeled gravity was interpolated from observed gravity values.
 HX0379
 HX0379;                    North         East    Units  Estimated Accuracy
 HX0379;SPC WV S     -   182,980.      683,620.      MT  (+/- 180 meters Scaled)
 HX0379
 HX0379                          SUPERSEDED SURVEY CONTROL
 HX0379
 HX0379  NGVD 29 (??/??/92)  900.442  (m)         2954.20   (f) ADJ UNCH    2 0
 HX0379
 HX0379.Superseded values are not recommended for survey control.
 HX0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0379.See file dsdata.txt to determine how the superseded data were derived.
 HX0379
 HX0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC835777(NAD 83)
 HX0379_MARKER: DB = BENCH MARK DISK
 HX0379_SETTING: 80 = SET IN A BOULDER
 HX0379_SP_SET: BOULDER
 HX0379_STAMPING: D 277 1962
 HX0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0379+STABILITY: SURFACE MOTION
 HX0379
 HX0379  HISTORY     - Date     Condition        Report By
 HX0379  HISTORY     - 1962     MONUMENTED       CGS
 HX0379
 HX0379                          STATION DESCRIPTION
 HX0379
 HX0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0379'9.1 MI SW FROM HUTTONSVILLE.
 HX0379'ABOUT 7.1 MILE SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST
 HX0379'OFFICE AT HUTTONSVILLE, THENCE 2.0 MILES NORTHWEST ALONG COUNTY
 HX0379'ROAD 219/16 (GRAVEL), ON THE INSIDE OF A CURVE WITH TANGENTS
 HX0379'EXTENDING TO THE NORTH AND SOUTHWEST, ON TOP OF A ROCK THAT IS
 HX0379'ABOUT 13-BY 4 1/2-FOOT WIDE AND IS EMBEDDED IN THE GROUND, 14
 HX0379'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTHEAST
 HX0379'OF THE SOUTHWEST EDGE OF THE ROCK, AND IS ABOUT 1-FOOT ABOVE
 HX0379'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2127 ***********************************************************************
 HW2127  DESIGNATION -  D 278
 HW2127  PID         -  HW2127
 HW2127  STATE/COUNTY-  WV/RANDOLPH
 HW2127  USGS QUAD   -  BEVERLY WEST (1995)
 HW2127
 HW2127                         *CURRENT SURVEY CONTROL
 HW2127  ___________________________________________________________________
 HW2127* NAD 83(1986)-  38 49 05.     (N)    079 56 58.     (W)     SCALED    
 HW2127* NAVD 88     -      1006.224  (meters)    3301.25   (feet)  ADJUSTED  
 HW2127  ___________________________________________________________________
 HW2127  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HW2127  DYNAMIC HT  -        1005.496 (meters)    3298.86  (feet)  COMP
 HW2127  MODELED GRAV-     979,867.4   (mgal)                       NAVD 88
 HW2127
 HW2127  VERT ORDER  -  SECOND    CLASS 0
 HW2127
 HW2127.The horizontal coordinates were scaled from a topographic map and have
 HW2127.an estimated accuracy of +/- 6 seconds.
 HW2127
 HW2127.The orthometric height was determined by differential leveling
 HW2127.and adjusted by the National Geodetic Survey in June 1991..
 HW2127
 HW2127.The geoid height was determined by GEOID03.
 HW2127
 HW2127.The dynamic height is computed by dividing the NAVD 88
 HW2127.geopotential number by the normal gravity value computed on the
 HW2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2127.degrees latitude (g = 980.6199 gals.).
 HW2127
 HW2127.The modeled gravity was interpolated from observed gravity values.
 HW2127
 HW2127;                    North         East    Units  Estimated Accuracy
 HW2127;SPC WV S     -   202,310.      691,240.      MT  (+/- 180 meters Scaled)
 HW2127
 HW2127                          SUPERSEDED SURVEY CONTROL
 HW2127
 HW2127  NGVD 29 (??/??/92) 1006.395  (m)         3301.81   (f) ADJ UNCH    2 0
 HW2127
 HW2127.Superseded values are not recommended for survey control.
 HW2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2127.See file dsdata.txt to determine how the superseded data were derived.
 HW2127
 HW2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC912971(NAD 83)
 HW2127_MARKER: DB = BENCH MARK DISK
 HW2127_SETTING: 80 = SET IN A BOULDER
 HW2127_STAMPING: D 278 1962
 HW2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2127+STABILITY: SURFACE MOTION
 HW2127
 HW2127  HISTORY     - Date     Condition        Report By
 HW2127  HISTORY     - 1962     MONUMENTED       CGS
 HW2127
 HW2127                          STATION DESCRIPTION
 HW2127
 HW2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2127'5.8 MI NW FROM VALLEY BEND.
 HW2127'ABOUT 0.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 AND 250 FROM
 HW2127'THE POST OFFICE AT VALLEY BEND, THENCE ABOUT 2.35 MILES
 HW2127'NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 2.55 MILES NORTH
 HW2127'ALONG A WOODS ROAD, 0.15 MILE SOUTH OF A ROAD JUNCTION, SET ON
 HW2127'TOP OF A LARGE BOULDER THAT IS ABOUT 12-BY 13-FOOT LONG AND IS
 HW2127'EMBEDDED IN THE GROUND, 11.5 FEET EAST OF THE CENTER LINE OF THE
 HW2127'ROAD, 1 FOOT EAST OF THE WEST EDGE OF THE ROCK, AND IS ABOUT 3
 HW2127'FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK CAN ALSO
 HW2127'BE REACHED BY GOING 3.4 MILES NORTHEAST ALONG A BLACK TOP
 HW2127'ROAD FROM THE POST OFFICE AT CASSITY, THENCE ABOUT 3.3 MILES
 HW2127'SOUTHEAST ALONG A WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2115 ***********************************************************************
 HW2115  DESIGNATION -  D 279
 HW2115  PID         -  HW2115
 HW2115  STATE/COUNTY-  WV/RANDOLPH
 HW2115  USGS QUAD   -  MILL CREEK (1995)
 HW2115
 HW2115                         *CURRENT SURVEY CONTROL
 HW2115  ___________________________________________________________________
 HW2115* NAD 83(1986)-  38 44 00.     (N)    079 54 42.     (W)     SCALED    
 HW2115* NAVD 88     -       680.895  (meters)    2233.90   (feet)  ADJUSTED  
 HW2115  ___________________________________________________________________
 HW2115  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HW2115  DYNAMIC HT  -         680.386 (meters)    2232.23  (feet)  COMP
 HW2115  MODELED GRAV-     979,859.1   (mgal)                       NAVD 88
 HW2115
 HW2115  VERT ORDER  -  SECOND    CLASS 0
 HW2115
 HW2115.The horizontal coordinates were scaled from a topographic map and have
 HW2115.an estimated accuracy of +/- 6 seconds.
 HW2115
 HW2115.The orthometric height was determined by differential leveling
 HW2115.and adjusted by the National Geodetic Survey in June 1991..
 HW2115
 HW2115.The geoid height was determined by GEOID03.
 HW2115
 HW2115.The dynamic height is computed by dividing the NAVD 88
 HW2115.geopotential number by the normal gravity value computed on the
 HW2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2115.degrees latitude (g = 980.6199 gals.).
 HW2115
 HW2115.The modeled gravity was interpolated from observed gravity values.
 HW2115
 HW2115;                    North         East    Units  Estimated Accuracy
 HW2115;SPC WV S     -   192,940.      694,630.      MT  (+/- 180 meters Scaled)
 HW2115
 HW2115                          SUPERSEDED SURVEY CONTROL
 HW2115
 HW2115  NGVD 29 (??/??/92)  681.036  (m)         2234.37   (f) ADJ UNCH    2 0
 HW2115
 HW2115.Superseded values are not recommended for survey control.
 HW2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2115.See file dsdata.txt to determine how the superseded data were derived.
 HW2115
 HW2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC945877(NAD 83)
 HW2115_MARKER: DB = BENCH MARK DISK
 HW2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2115_STAMPING: D 279 1962
 HW2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2115+STABILITY: SURFACE MOTION
 HW2115
 HW2115  HISTORY     - Date     Condition        Report By
 HW2115  HISTORY     - 1962     MONUMENTED       CGS
 HW2115
 HW2115                          STATION DESCRIPTION
 HW2115
 HW2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2115'3.4 MI S FROM VALLEY BEND.
 HW2115'ABOUT 0.7 MILE SOUTH ALONG COUNTY ROAD 37 (BLACK TOP) FROM THE
 HW2115'POST OFFICE AT VALLY BEND, THENCE ABOUT 0.6 MILE WEST AND THEN
 HW2115'SOUTH ALONG COUNTY ROAD 39 (BLACK TOP), THENCE 2.1 MILES SOUTH
 HW2115'ALONG COUNTY ROAD 39/1 (GRAVEL), 0.4 MILE SOUTHEAST OF SHAVERS
 HW2115'RUN SCHOOL, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVEL
 HW2115'ROAD, 13 FEET SOUTHEAST OF A DIM ROAD LEADING SOUTHWEST INTO
 HW2115'WHAT FORMELY WAS AN APPLE ORCHARD, 10 FEET SOUTH OF A 12-INCH
 HW2115'PIPE CULVERT, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 HW2115'IN THE TOP OF A CONCRETE POST THAT IS PROJECTING ABOUT 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0885 ***********************************************************************
 KY0885  DESIGNATION -  D 28
 KY0885  PID         -  KY0885
 KY0885  STATE/COUNTY-  WV/BROOKE
 KY0885  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0885
 KY0885                         *CURRENT SURVEY CONTROL
 KY0885  ___________________________________________________________________
 KY0885* NAD 83(1986)-  40 17 43.     (N)    080 36 29.     (W)     SCALED    
 KY0885* NAVD 88     -       204.064  (meters)     669.50   (feet)  ADJUSTED  
 KY0885  ___________________________________________________________________
 KY0885  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KY0885  DYNAMIC HT  -         203.956 (meters)     669.15  (feet)  COMP
 KY0885  MODELED GRAV-     980,096.3   (mgal)                       NAVD 88
 KY0885
 KY0885  VERT ORDER  -  FIRST     CLASS II
 KY0885
 KY0885.The horizontal coordinates were scaled from a topographic map and have
 KY0885.an estimated accuracy of +/- 6 seconds.
 KY0885
 KY0885.The orthometric height was determined by differential leveling
 KY0885.and adjusted by the National Geodetic Survey in June 1991..
 KY0885
 KY0885.The geoid height was determined by GEOID03.
 KY0885
 KY0885.The dynamic height is computed by dividing the NAVD 88
 KY0885.geopotential number by the normal gravity value computed on the
 KY0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0885.degrees latitude (g = 980.6199 gals.).
 KY0885
 KY0885.The modeled gravity was interpolated from observed gravity values.
 KY0885
 KY0885;                    North         East    Units  Estimated Accuracy
 KY0885;SPC WV N     -   199,900.      505,790.      MT  (+/- 180 meters Scaled)
 KY0885
 KY0885                          SUPERSEDED SURVEY CONTROL
 KY0885
 KY0885  NGVD 29 (??/??/92)  204.25   (m)          670.1    (f) COMPUTED    1 2
 KY0885
 KY0885.Superseded values are not recommended for survey control.
 KY0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0885.See file dsdata.txt to determine how the superseded data were derived.
 KY0885
 KY0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE333606(NAD 83)
 KY0885_MARKER: DB = BENCH MARK DISK
 KY0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0885_STAMPING: D 28 1935
 KY0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0885+STABILITY: SURFACE MOTION
 KY0885
 KY0885  HISTORY     - Date     Condition        Report By
 KY0885  HISTORY     - 1935     MONUMENTED       CGS
 KY0885  HISTORY     - 1957     MARK NOT FOUND   NGS
 KY0885
 KY0885                          STATION DESCRIPTION
 KY0885
 KY0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0885'1.8 MI N FROM WELLSBURG.
 KY0885'1.8 MILES NORTH OF SEVENTH STREET AT WELLSBURG, ABOUT 936 FEET
 KY0885'SOUTH OF MILEPOST 6, 27 FEET EAST OF THE CENTERLINE OF THE
 KY0885'PENNSYLVANIA RAILROAD, 54 FEET WEST OF THE CENTERLINE OF STATE
 KY0885'HIGHWAY 2, AND 4 FEET BELOW THE LEVEL OF THE HIGHWAY.  A
 KY0885'STANDARD DISK, STAMPED D 28 1935 AND SET IN THE TOP OF A CONCRETE
 KY0885'POST.  NOTE-- TWO MEN SPENT APPROXIMATELY 4 HOURS PROBING AND
 KY0885'DIGGING BUT NO MARK OR REMAINS OF MARK WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0477 ***********************************************************************
 HX0477  DESIGNATION -  D 280
 HX0477  PID         -  HX0477
 HX0477  STATE/COUNTY-  WV/RANDOLPH
 HX0477  USGS QUAD   -  CASSITY (1977)
 HX0477
 HX0477                         *CURRENT SURVEY CONTROL
 HX0477  ___________________________________________________________________
 HX0477* NAD 83(1986)-  38 51 21.     (N)    080 03 44.     (W)     SCALED    
 HX0477* NAVD 88     -       591.602  (meters)    1940.95   (feet)  ADJUSTED  
 HX0477  ___________________________________________________________________
 HX0477  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HX0477  DYNAMIC HT  -         591.176 (meters)    1939.55  (feet)  COMP
 HX0477  MODELED GRAV-     979,887.9   (mgal)                       NAVD 88
 HX0477
 HX0477  VERT ORDER  -  SECOND    CLASS 0
 HX0477
 HX0477.The horizontal coordinates were scaled from a topographic map and have
 HX0477.an estimated accuracy of +/- 6 seconds.
 HX0477
 HX0477.The orthometric height was determined by differential leveling
 HX0477.and adjusted by the National Geodetic Survey in June 1991..
 HX0477
 HX0477.The geoid height was determined by GEOID03.
 HX0477
 HX0477.The dynamic height is computed by dividing the NAVD 88
 HX0477.geopotential number by the normal gravity value computed on the
 HX0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0477.degrees latitude (g = 980.6199 gals.).
 HX0477
 HX0477.The modeled gravity was interpolated from observed gravity values.
 HX0477
 HX0477;                    North         East    Units  Estimated Accuracy
 HX0477;SPC WV S     -   206,400.      681,400.      MT  (+/- 180 meters Scaled)
 HX0477
 HX0477                          SUPERSEDED SURVEY CONTROL
 HX0477
 HX0477  NGVD 29 (??/??/92)  591.760  (m)         1941.47   (f) ADJ UNCH    2 0
 HX0477
 HX0477.Superseded values are not recommended for survey control.
 HX0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0477.See file dsdata.txt to determine how the superseded data were derived.
 HX0477
 HX0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND813011(NAD 83)
 HX0477_MARKER: DB = BENCH MARK DISK
 HX0477_SETTING: 66 = SET IN ROCK OUTCROP
 HX0477_SP_SET: ROCK LEDGE
 HX0477_STAMPING: D 280 1962
 HX0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0477+STABILITY: POSITION/ELEVATION WELL
 HX0477
 HX0477  HISTORY     - Date     Condition        Report By
 HX0477  HISTORY     - 1962     MONUMENTED       CGS
 HX0477
 HX0477                          STATION DESCRIPTION
 HX0477
 HX0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0477'3.1 MI NW FROM CASSITY.
 HX0477'ABOUT 3.1 MILES NORTHWEST ALONG THE MIDDLE FORK RAILROAD FROM THE
 HX0477'POST OFFICE AT CASSITY, SET VERTICALLY IN THE WEST FACE OF A
 HX0477'ROCK LEDGE THAT IS 60-FOOT LONG AND 4 1/2 FEET HIGH, 20 FEET
 HX0477'NORTH OF THE SOUTH END OF THE ROCK, 6 FEET EAST OF THE EAST
 HX0477'RAIL, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2018 ***********************************************************************
 HW2018  DESIGNATION -  D 281
 HW2018  PID         -  HW2018
 HW2018  STATE/COUNTY-  WV/RANDOLPH
 HW2018  USGS QUAD   -  JUNIOR (1976)
 HW2018
 HW2018                         *CURRENT SURVEY CONTROL
 HW2018  ___________________________________________________________________
 HW2018* NAD 83(1986)-  38 55 14.     (N)    079 58 22.     (W)     SCALED    
 HW2018* NAVD 88     -       649.370  (meters)    2130.47   (feet)  ADJUSTED  
 HW2018  ___________________________________________________________________
 HW2018  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HW2018  DYNAMIC HT  -         648.905 (meters)    2128.95  (feet)  COMP
 HW2018  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 HW2018
 HW2018  VERT ORDER  -  FIRST     CLASS II
 HW2018
 HW2018.The horizontal coordinates were scaled from a topographic map and have
 HW2018.an estimated accuracy of +/- 6 seconds.
 HW2018
 HW2018.The orthometric height was determined by differential leveling
 HW2018.and adjusted by the National Geodetic Survey in June 1991..
 HW2018
 HW2018.The geoid height was determined by GEOID03.
 HW2018
 HW2018.The dynamic height is computed by dividing the NAVD 88
 HW2018.geopotential number by the normal gravity value computed on the
 HW2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2018.degrees latitude (g = 980.6199 gals.).
 HW2018
 HW2018.The modeled gravity was interpolated from observed gravity values.
 HW2018
 HW2018;                    North         East    Units  Estimated Accuracy
 HW2018;SPC WV S     -   213,660.      689,080.      MT  (+/- 180 meters Scaled)
 HW2018
 HW2018                          SUPERSEDED SURVEY CONTROL
 HW2018
 HW2018  NGVD 29 (??/??/92)  649.529  (m)         2131.00   (f) ADJ UNCH    1 2
 HW2018
 HW2018.Superseded values are not recommended for survey control.
 HW2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2018.See file dsdata.txt to determine how the superseded data were derived.
 HW2018
 HW2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND890084(NAD 83)
 HW2018_MARKER: DB = BENCH MARK DISK
 HW2018_SETTING: 80 = SET IN A BOULDER
 HW2018_STAMPING: D 281 1962
 HW2018_MARK LOGO: CGS   
 HW2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2018+STABILITY: SURFACE MOTION
 HW2018
 HW2018  HISTORY     - Date     Condition        Report By
 HW2018  HISTORY     - 1962     MONUMENTED       CGS
 HW2018  HISTORY     - 1983     GOOD             NGS
 HW2018
 HW2018                          STATION DESCRIPTION
 HW2018
 HW2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2018'0.9 MI S FROM NORTON.
 HW2018'ABOUT 0.9 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 HW2018'OFFICE AT NORTON, SET ON TOP OF THE NORTHEAST CORNER OF A LARGE
 HW2018'FLAT BOULDER THAT IS ABOUT 8-BY 13 1/2-FOOT LONG AND 1 1/2 FEET
 HW2018'HIGH, 46 FEET WEST OF THE CENTER LINE OF THE ROAD, 30 FEET WEST
 HW2018'OF A 16-INCH CONCRETE PIPE CULVERT, 60 FEET SOUTH OF A TELEPHONE
 HW2018'POLE 658-35, AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
 HW2018
 HW2018                          STATION RECOVERY (1983)
 HW2018
 HW2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2104 ***********************************************************************
 HW2104  DESIGNATION -  D 282
 HW2104  PID         -  HW2104
 HW2104  STATE/COUNTY-  WV/RANDOLPH
 HW2104  USGS QUAD   -  WILDELL (1995)
 HW2104
 HW2104                         *CURRENT SURVEY CONTROL
 HW2104  ___________________________________________________________________
 HW2104* NAD 83(1986)-  38 40 49.     (N)    079 51 27.     (W)     SCALED    
 HW2104* NAVD 88     -      1101.535  (meters)    3613.95   (feet)  ADJUSTED  
 HW2104  ___________________________________________________________________
 HW2104  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HW2104  DYNAMIC HT  -        1100.673 (meters)    3611.12  (feet)  COMP
 HW2104  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 HW2104
 HW2104  VERT ORDER  -  SECOND    CLASS 0
 HW2104
 HW2104.The horizontal coordinates were scaled from a topographic map and have
 HW2104.an estimated accuracy of +/- 6 seconds.
 HW2104
 HW2104.The orthometric height was determined by differential leveling
 HW2104.and adjusted by the National Geodetic Survey in June 1991..
 HW2104
 HW2104.The geoid height was determined by GEOID03.
 HW2104
 HW2104.The dynamic height is computed by dividing the NAVD 88
 HW2104.geopotential number by the normal gravity value computed on the
 HW2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2104.degrees latitude (g = 980.6199 gals.).
 HW2104
 HW2104.The modeled gravity was interpolated from observed gravity values.
 HW2104
 HW2104;                    North         East    Units  Estimated Accuracy
 HW2104;SPC WV S     -   187,110.      699,410.      MT  (+/- 180 meters Scaled)
 HW2104
 HW2104                          SUPERSEDED SURVEY CONTROL
 HW2104
 HW2104  NGVD 29 (??/??/92) 1101.652  (m)         3614.34   (f) ADJ UNCH    2 0
 HW2104
 HW2104.Superseded values are not recommended for survey control.
 HW2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2104.See file dsdata.txt to determine how the superseded data were derived.
 HW2104
 HW2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC993819(NAD 83)
 HW2104_MARKER: DB = BENCH MARK DISK
 HW2104_SETTING: 80 = SET IN A BOULDER
 HW2104_STAMPING: D 282 1962
 HW2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2104+STABILITY: SURFACE MOTION
 HW2104
 HW2104  HISTORY     - Date     Condition        Report By
 HW2104  HISTORY     - 1962     MONUMENTED       CGS
 HW2104
 HW2104                          STATION DESCRIPTION
 HW2104
 HW2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2104'9.8 MI N FROM CHEAT BRIDGE.
 HW2104'ABOUT 8.15 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN
 HW2104'MARYLAND RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT
 HW2104'BRIDGE, THENCE 1.7 MILES NORTHEAST ALONG MONONGAHELA NATIONAL
 HW2104'FOREST ROAD 49, SET VERTICALLY IN THE SOUTH FACE OF AN EMBEDDED
 HW2104'ROCK BOULDER THAT IS ABOUT 13-BY 20-FOOT LONG AND 4 1/2 FEET
 HW2104'HIGH, AT THE SOUTHEAST END OF THE ROCK, 87 FEET NORTHEAST OF THE
 HW2104'CENTER LINE OF THE ROAD, 185 FEET NORTHWEST OF TWO 24-INCH PIPE
 HW2104'CULVERTS UNDER THE ROAD, AND ABOUT 6 FEET ABOVE THE LEVEL OF
 HW2104'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0125 ***********************************************************************
 HX0125  DESIGNATION -  D 283
 HX0125  PID         -  HX0125
 HX0125  STATE/COUNTY-  WV/UPSHUR
 HX0125  USGS QUAD   -  ADRIAN (1979)
 HX0125
 HX0125                         *CURRENT SURVEY CONTROL
 HX0125  ___________________________________________________________________
 HX0125* NAD 83(1986)-  38 53 28.     (N)    080 20 46.     (W)     SCALED    
 HX0125* NAVD 88     -       465.299  (meters)    1526.57   (feet)  ADJUSTED  
 HX0125  ___________________________________________________________________
 HX0125  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HX0125  DYNAMIC HT  -         464.984 (meters)    1525.54  (feet)  COMP
 HX0125  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 HX0125
 HX0125  VERT ORDER  -  SECOND    CLASS 0
 HX0125
 HX0125.The horizontal coordinates were scaled from a topographic map and have
 HX0125.an estimated accuracy of +/- 6 seconds.
 HX0125
 HX0125.The orthometric height was determined by differential leveling
 HX0125.and adjusted by the National Geodetic Survey in June 1991..
 HX0125
 HX0125.The geoid height was determined by GEOID03.
 HX0125
 HX0125.The dynamic height is computed by dividing the NAVD 88
 HX0125.geopotential number by the normal gravity value computed on the
 HX0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0125.degrees latitude (g = 980.6199 gals.).
 HX0125
 HX0125.The modeled gravity was interpolated from observed gravity values.
 HX0125
 HX0125;                    North         East    Units  Estimated Accuracy
 HX0125;SPC WV S     -   210,100.      656,730.      MT  (+/- 180 meters Scaled)
 HX0125
 HX0125                          SUPERSEDED SURVEY CONTROL
 HX0125
 HX0125  NGVD 29 (??/??/92)  465.484  (m)         1527.18   (f) ADJ UNCH    2 0
 HX0125
 HX0125.Superseded values are not recommended for survey control.
 HX0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0125.See file dsdata.txt to determine how the superseded data were derived.
 HX0125
 HX0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND567048(NAD 83)
 HX0125_MARKER: DB = BENCH MARK DISK
 HX0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0125_SP_SET: TUNNEL
 HX0125_STAMPING: D 283 1962
 HX0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0125
 HX0125  HISTORY     - Date     Condition        Report By
 HX0125  HISTORY     - 1962     MONUMENTED       CGS
 HX0125
 HX0125                          STATION DESCRIPTION
 HX0125
 HX0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0125'1.8 MI NE FROM FRENCHTON.
 HX0125'ABOUT 1.8 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0125'FROM THE STATION AT FRENCHTON, SET VERTICALLY IN THE NORTHEAST
 HX0125'FACE OF THE SOUTHEAST WALL AT THE NORTHEAST END OF A BRICK
 HX0125'TUNNEL, 4 1/2 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 HX0125'SOUTHEAST WALL, 10 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 HX0125'ABOUT 2 FEET ABOVE THE GROUND, AND ABOUT 1 1/2 FEET ABOVE THE
 HX0125'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1400 ***********************************************************************
 GX1400  DESIGNATION -  D 284
 GX1400  PID         -  GX1400
 GX1400  STATE/COUNTY-  WV/MERCER
 GX1400  USGS QUAD   -  PRINCETON (1976)
 GX1400
 GX1400                         *CURRENT SURVEY CONTROL
 GX1400  ___________________________________________________________________
 GX1400* NAD 83(1986)-  37 18 49.     (N)    081 01 29.     (W)     SCALED    
 GX1400* NAVD 88     -       572.005  (meters)    1876.65   (feet)  ADJUSTED  
 GX1400  ___________________________________________________________________
 GX1400  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1400  DYNAMIC HT  -         571.490 (meters)    1874.96  (feet)  COMP
 GX1400  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 GX1400
 GX1400  VERT ORDER  -  FIRST     CLASS II
 GX1400
 GX1400.The horizontal coordinates were scaled from a topographic map and have
 GX1400.an estimated accuracy of +/- 6 seconds.
 GX1400
 GX1400.The orthometric height was determined by differential leveling
 GX1400.and adjusted by the National Geodetic Survey in June 1991..
 GX1400
 GX1400.The geoid height was determined by GEOID03.
 GX1400
 GX1400.The dynamic height is computed by dividing the NAVD 88
 GX1400.geopotential number by the normal gravity value computed on the
 GX1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1400.degrees latitude (g = 980.6199 gals.).
 GX1400
 GX1400.The modeled gravity was interpolated from observed gravity values.
 GX1400
 GX1400;                    North         East    Units  Estimated Accuracy
 GX1400;SPC WV S     -    34,810.      597,810.      MT  (+/- 180 meters Scaled)
 GX1400
 GX1400                          SUPERSEDED SURVEY CONTROL
 GX1400
 GX1400  NGVD 29 (??/??/92)  572.100  (m)         1876.96   (f) ADJ UNCH    1 2
 GX1400
 GX1400.Superseded values are not recommended for survey control.
 GX1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1400.See file dsdata.txt to determine how the superseded data were derived.
 GX1400
 GX1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB978296(NAD 83)
 GX1400_MARKER: DB = BENCH MARK DISK
 GX1400_SETTING: 66 = SET IN ROCK OUTCROP
 GX1400_SP_SET: ROCK CUT
 GX1400_STAMPING: D 284 1965
 GX1400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1400+STABILITY: POSITION/ELEVATION WELL
 GX1400
 GX1400  HISTORY     - Date     Condition        Report By
 GX1400  HISTORY     - 1965     MONUMENTED       CGS
 GX1400  HISTORY     - 1980     GOOD             LOCSUR
 GX1400  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1400
 GX1400                          STATION DESCRIPTION
 GX1400
 GX1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1400'4.1 MI W FROM OAKVALE.
 GX1400'ABOUT 4.1 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1400'THE STATION AT OAKVALE, ABOUT 0.2 MILE EAST OF THE UNDERPASS
 GX1400'CROSSING OF STATE HIGHWAY 12, 0.1 MILE EAST OF A GRAVELED
 GX1400'ROAD CROSSING, 4 1/2 RAILS WEST OF MILEPOST N-351, SET IN THE
 GX1400'TOP OF THE EAST END OF A ROCK CUT THAT IS ABOUT 50 FEET LONG
 GX1400'AND 5 FEET HIGH, 14.4 FEET SOUTH OF THE SOUTH RAIL OF THE
 GX1400'EAST-BOUND TRACK, 5 FEET WEST OF THE EAST END OF THE ROCK AND
 GX1400'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 GX1400
 GX1400                          STATION RECOVERY (1980)
 GX1400
 GX1400'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1400'RECOVERED IN GOOD CONDITION.
 GX1400
 GX1400                          STATION RECOVERY (1984)
 GX1400
 GX1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1400'NOT RECOVERED, THE ROCK CUT HAS BEEN CUT BACK AND THE MARK IS ASSUMED
 GX1400'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1913 ***********************************************************************
 HW1913  DESIGNATION -  D 3 RESET 1945
 HW1913  PID         -  HW1913
 HW1913  STATE/COUNTY-  WV/RANDOLPH
 HW1913  USGS QUAD   -  GLADY (1995)
 HW1913
 HW1913                         *CURRENT SURVEY CONTROL
 HW1913  ___________________________________________________________________
 HW1913* NAD 83(1986)-  38 51 12.     (N)    079 43 49.     (W)     SCALED    
 HW1913* NAVD 88     -       590.51   (meters)    1937.4    (feet)  RESET     
 HW1913  ___________________________________________________________________
 HW1913  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HW1913
 HW1913  VERT ORDER  -  THIRD
 HW1913
 HW1913.The horizontal coordinates were scaled from a topographic map and have
 HW1913.an estimated accuracy of +/- 6 seconds.
 HW1913
 HW1913.The orthometric height was computed from unverified reset data.
 HW1913.No vertical observational check was made to the station.
 HW1913
 HW1913.The geoid height was determined by GEOID03.
 HW1913
 HW1913;                    North         East    Units  Estimated Accuracy
 HW1913;SPC WV S     -   206,460.      710,210.      MT  (+/- 180 meters Scaled)
 HW1913
 HW1913                          SUPERSEDED SURVEY CONTROL
 HW1913
 HW1913  NGVD 29 (??/??/??)  735.55   (m)         2413.2    (f) RESET       3  
 HW1913
 HW1913.Superseded values are not recommended for survey control.
 HW1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1913.See file dsdata.txt to determine how the superseded data were derived.
 HW1913
 HW1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD101012(NAD 83)
 HW1913_MARKER: DB = BENCH MARK DISK
 HW1913_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1913_SP_SET: BRIDGE
 HW1913_STAMPING: D 3 RESET 1945
 HW1913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1913
 HW1913  HISTORY     - Date     Condition        Report By
 HW1913  HISTORY     - 1945     MONUMENTED       WMRR
 HW1913  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1913
 HW1913                          STATION DESCRIPTION
 HW1913
 HW1913'DESCRIBED BY WESTERN MARYLAND RAILROAD 1945
 HW1913'AT FLINT.
 HW1913'AT FLINT, RANDOLPH COUNTY, ON THE WESTERN MARYLAND RAILWAY, AT
 HW1913'BRIDGE 154 OVER UPPER LICK RUN, IN THE TOP OF THE NORTHWEST WING
 HW1913'WALL, AND 7.6 FEET FROM THE CENTERLINE OF THE TRACK.  A STANDARD
 HW1913'DISK, STAMPED D 3 RESET 1945.
 HW1913
 HW1913                          STATION RECOVERY (1983)
 HW1913
 HW1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1507 ***********************************************************************
 GX1507  DESIGNATION -  D 30
 GX1507  PID         -  GX1507
 GX1507  STATE/COUNTY-  WV/MERCER
 GX1507  USGS QUAD   -  BLUEFIELD (1979)
 GX1507
 GX1507                         *CURRENT SURVEY CONTROL
 GX1507  ___________________________________________________________________
 GX1507* NAD 83(1986)-  37 15 30.     (N)    081 13 09.     (W)     SCALED    
 GX1507* NAVD 88     -       760.000  (meters)    2493.43   (feet)  ADJUSTED  
 GX1507  ___________________________________________________________________
 GX1507  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GX1507  DYNAMIC HT  -         759.316 (meters)    2491.19  (feet)  COMP
 GX1507  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 GX1507
 GX1507  VERT ORDER  -  FIRST     CLASS II
 GX1507
 GX1507.The horizontal coordinates were scaled from a topographic map and have
 GX1507.an estimated accuracy of +/- 6 seconds.
 GX1507
 GX1507.The orthometric height was determined by differential leveling
 GX1507.and adjusted by the National Geodetic Survey in June 1991..
 GX1507
 GX1507.The geoid height was determined by GEOID03.
 GX1507
 GX1507.The dynamic height is computed by dividing the NAVD 88
 GX1507.geopotential number by the normal gravity value computed on the
 GX1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1507.degrees latitude (g = 980.6199 gals.).
 GX1507
 GX1507.The modeled gravity was interpolated from observed gravity values.
 GX1507
 GX1507;                    North         East    Units  Estimated Accuracy
 GX1507;SPC WV S     -    28,700.      580,560.      MT  (+/- 180 meters Scaled)
 GX1507
 GX1507                          SUPERSEDED SURVEY CONTROL
 GX1507
 GX1507  NGVD 29 (??/??/92)  760.073  (m)         2493.67   (f) ADJ UNCH    1 2
 GX1507
 GX1507.Superseded values are not recommended for survey control.
 GX1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1507.See file dsdata.txt to determine how the superseded data were derived.
 GX1507
 GX1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB805235(NAD 83)
 GX1507_MARKER: DB = BENCH MARK DISK
 GX1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1507_STAMPING: D 30 1934
 GX1507_MARK LOGO: CGS   
 GX1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1507+STABILITY: SURFACE MOTION
 GX1507
 GX1507  HISTORY     - Date     Condition        Report By
 GX1507  HISTORY     - 1934     MONUMENTED       CGS
 GX1507  HISTORY     - 1965     GOOD             NGS
 GX1507  HISTORY     - 1984     GOOD             NGS
 GX1507
 GX1507                          STATION DESCRIPTION
 GX1507
 GX1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1507'AT BLUEFIELD.
 GX1507'AT BLUEFIELD, ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAYS 52 AND 21
 GX1507'FROM THE FEDERAL OFFICE BUILDING, ABOUT 29 YARDS WEST OF THE
 GX1507'JUNCTION OF BLAND STREET (U.S. HIGHWAYS 52 AND 21) AND LEWIS
 GX1507'STREET, IN THE EAST CORNER OF THE LAWN OF THE ST. LUKES HOSPITAL,
 GX1507'26.7 FEET SOUTHEAST OF THE EAST CORNER OF THE HOSPITAL BUILDING,
 GX1507'13 FEET SOUTHWEST OF THE SOUTHWEST CURB OF BLAND STREET, 0.6 FOOT
 GX1507'NORTHWEST OF THE NORTHWEST FACE OF A STONE WALL, ABOUT 1 FOOT
 GX1507'ABOVE THE LEVEL OF THE STREET AND IN THE TOP OF A CONCRETE POST
 GX1507'PROJECTING 0.4 FOOT.
 GX1507
 GX1507                          STATION RECOVERY (1984)
 GX1507
 GX1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0739 ***********************************************************************
 JW0739  DESIGNATION -  D 31
 JW0739  PID         -  JW0739
 JW0739  STATE/COUNTY-  WV/MINERAL
 JW0739  USGS QUAD   -  WESTERNPORT (1981)
 JW0739
 JW0739                         *CURRENT SURVEY CONTROL
 JW0739  ___________________________________________________________________
 JW0739* NAD 83(1986)-  39 26 29.     (N)    079 06 52.     (W)     SCALED    
 JW0739* NAVD 88     -       359.598  (meters)    1179.78   (feet)  ADJUSTED  
 JW0739  ___________________________________________________________________
 JW0739  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JW0739  DYNAMIC HT  -         359.353 (meters)    1178.98  (feet)  COMP
 JW0739  MODELED GRAV-     979,937.3   (mgal)                       NAVD 88
 JW0739
 JW0739  VERT ORDER  -  SECOND    CLASS 0
 JW0739
 JW0739.The horizontal coordinates were scaled from a topographic map and have
 JW0739.an estimated accuracy of +/- 6 seconds.
 JW0739
 JW0739.The orthometric height was determined by differential leveling
 JW0739.and adjusted by the National Geodetic Survey in June 1991..
 JW0739
 JW0739.The geoid height was determined by GEOID03.
 JW0739
 JW0739.The dynamic height is computed by dividing the NAVD 88
 JW0739.geopotential number by the normal gravity value computed on the
 JW0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0739.degrees latitude (g = 980.6199 gals.).
 JW0739
 JW0739.The modeled gravity was interpolated from observed gravity values.
 JW0739
 JW0739;                    North         East    Units  Estimated Accuracy
 JW0739;SPC WV N     -   104,580.      633,190.      MT  (+/- 180 meters Scaled)
 JW0739
 JW0739                          SUPERSEDED SURVEY CONTROL
 JW0739
 JW0739  NGVD 29 (??/??/92)  359.763  (m)         1180.32   (f) ADJ UNCH    2 0
 JW0739
 JW0739.Superseded values are not recommended for survey control.
 JW0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0739.See file dsdata.txt to determine how the superseded data were derived.
 JW0739
 JW0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD622674(NAD 83)
 JW0739_MARKER: DB = BENCH MARK DISK
 JW0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0739_STAMPING: D 31 1935
 JW0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0739+STABILITY: SURFACE MOTION
 JW0739
 JW0739  HISTORY     - Date     Condition        Report By
 JW0739  HISTORY     - 1935     MONUMENTED       CGS
 JW0739
 JW0739                          STATION DESCRIPTION
 JW0739
 JW0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0739'AT BARNUM.
 JW0739'AT BARNUM, MINERAL COUNTY, ON THE WESTERN MARYLAND RAILWAY, 42
 JW0739'FEET NORTH OF THE NORTH SIDE OF THE STATION, AT A ROAD CROSSING,
 JW0739'24 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 24 FEET EAST OF THE
 JW0739'CENTERLINE OF THE MAIN TRACK, AND 2 FEET LOWER THAN THE TRACK.
 JW0739'A STANDARD DISK, STAMPED D 31 1935 AND SET IN THE TOP OF A CONCRETE
 JW0739'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2956 ***********************************************************************
 KY2956  DESIGNATION -  D 312
 KY2956  PID         -  KY2956
 KY2956  STATE/COUNTY-  WV/HANCOCK
 KY2956  USGS QUAD   -  WELLSVILLE (1994)
 KY2956
 KY2956                         *CURRENT SURVEY CONTROL
 KY2956  ___________________________________________________________________
 KY2956* NAD 83(1986)-  40 36 13.     (N)    080 38 16.     (W)     SCALED    
 KY2956* NAVD 88     -       208.548  (meters)     684.21   (feet)  ADJUSTED  
 KY2956  ___________________________________________________________________
 KY2956  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KY2956  DYNAMIC HT  -         208.442 (meters)     683.86  (feet)  COMP
 KY2956  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 KY2956
 KY2956  VERT ORDER  -  FIRST     CLASS II
 KY2956
 KY2956.The horizontal coordinates were scaled from a topographic map and have
 KY2956.an estimated accuracy of +/- 6 seconds.
 KY2956
 KY2956.The orthometric height was determined by differential leveling
 KY2956.and adjusted by the National Geodetic Survey in June 1991..
 KY2956
 KY2956.The geoid height was determined by GEOID03.
 KY2956
 KY2956.The dynamic height is computed by dividing the NAVD 88
 KY2956.geopotential number by the normal gravity value computed on the
 KY2956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2956.degrees latitude (g = 980.6199 gals.).
 KY2956
 KY2956.The modeled gravity was interpolated from observed gravity values.
 KY2956
 KY2956;                    North         East    Units  Estimated Accuracy
 KY2956;SPC WV N     -   234,170.      503,700.      MT  (+/- 180 meters Scaled)
 KY2956
 KY2956                          SUPERSEDED SURVEY CONTROL
 KY2956
 KY2956.No superseded survey control is available for this station.
 KY2956
 KY2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE306948(NAD 83)
 KY2956_MARKER: I = METAL ROD
 KY2956_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KY2956+WITH SETTING: INFORMATION.
 KY2956_SP_SET: SHALLOW SET METAL ROD
 KY2956_STAMPING: D 312 1983
 KY2956_MARK LOGO: NGS   
 KY2956_PROJECTION: FLUSH
 KY2956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2956_ROD/PIPE-DEPTH: 2.3  meters
 KY2956
 KY2956  HISTORY     - Date     Condition        Report By
 KY2956  HISTORY     - 1983     MONUMENTED       NGS
 KY2956
 KY2956                          STATION DESCRIPTION
 KY2956
 KY2956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2956'3.7 KM (2.3 MI) SW FROM NEWELL.
 KY2956'3.7 KM (2.3 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 KY2956'OF FIFTH STREET IN NEWELL TO THE JUNCTION OF A GRAVEL ROAD LEADING
 KY2956'INTO THE MIDWAY TRAILER COURT AND THE MARK ON THE RIGHT, 27.80 METERS
 KY2956'(91.2 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 KY2956'17.59 METERS (57.7 FT) NORTH-NORTHWEST OF THE SOUTH-SOUTHWEST RAIL,
 KY2956'8.84 METERS (29.0 FT) SOUTHWEST OF THE CENTER OF THE DRIVE, 0.49 METER
 KY2956'(1.6 FT) NORTHEAST OF UTILITY POLE 9050-112.  NOTE--SEVERAL ATTEMPTS
 KY2956'WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 KY2956'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1042 ***********************************************************************
 JW1042  DESIGNATION -  D 313
 JW1042  PID         -  JW1042
 JW1042  STATE/COUNTY-  WV/MONONGALIA
 JW1042  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1042
 JW1042                         *CURRENT SURVEY CONTROL
 JW1042  ___________________________________________________________________
 JW1042* NAD 83(1986)-  39 39 09.     (N)    079 54 45.     (W)     SCALED    
 JW1042* NAVD 88     -       316.803  (meters)    1039.38   (feet)  ADJUSTED  
 JW1042  ___________________________________________________________________
 JW1042  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JW1042  DYNAMIC HT  -         316.614 (meters)    1038.76  (feet)  COMP
 JW1042  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 JW1042
 JW1042  VERT ORDER  -  FIRST     CLASS II
 JW1042
 JW1042.The horizontal coordinates were scaled from a topographic map and have
 JW1042.an estimated accuracy of +/- 6 seconds.
 JW1042
 JW1042.The orthometric height was determined by differential leveling
 JW1042.and adjusted by the National Geodetic Survey in June 1991..
 JW1042
 JW1042.The geoid height was determined by GEOID03.
 JW1042
 JW1042.The dynamic height is computed by dividing the NAVD 88
 JW1042.geopotential number by the normal gravity value computed on the
 JW1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1042.degrees latitude (g = 980.6199 gals.).
 JW1042
 JW1042.The modeled gravity was interpolated from observed gravity values.
 JW1042
 JW1042;                    North         East    Units  Estimated Accuracy
 JW1042;SPC WV N     -   128,030.      564,600.      MT  (+/- 180 meters Scaled)
 JW1042
 JW1042                          SUPERSEDED SURVEY CONTROL
 JW1042
 JW1042.No superseded survey control is available for this station.
 JW1042
 JW1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND932897(NAD 83)
 JW1042_MARKER: DV = VERTICAL CONTROL DISK
 JW1042_SETTING: 66 = SET IN ROCK OUTCROP
 JW1042_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1042_STAMPING: D 313 1983
 JW1042_MARK LOGO: NGS   
 JW1042_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1042+STABILITY: POSITION/ELEVATION WELL
 JW1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1042+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 JW1042
 JW1042  HISTORY     - Date     Condition        Report By
 JW1042  HISTORY     - 1983     MONUMENTED       NGS
 JW1042  HISTORY     - 19930817 GOOD             NGS
 JW1042
 JW1042                          STATION DESCRIPTION
 JW1042
 JW1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1042'5.1 KM (3.2 MI) NORTH FROM MORGANTOWN.
 JW1042'THE MARK IS 1.0 M ABOVE HIGHWAY.
 JW1042'5.1 KM (3.2 MI) NORTH ALONG U.S. HIGHWAY 119 FROM THE JUNCTION OF
 JW1042'STATE HIGHWAY 7 IN MORGANTOWN TO THE JUNCTION OF STATE HIGHWAY 857 AND
 JW1042'THE MARK ON THE RIGHT, 53.49 METERS (175.5 FT) SOUTHEAST OF THE
 JW1042'EXTENDED CENTERLINE OF HIGHWAY 119, 13.11 METERS (43.0 FT) NORTHEAST
 JW1042'OF THE CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY 857.
 JW1042
 JW1042                          STATION RECOVERY (1993)
 JW1042
 JW1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JW1042'1.7 KM (1.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 857 FROM THE
 JW1042'JUNCTION OF INTERSTATE HIGHWAY 68 IN MORGANTOWN (EXIT 7), NEAR THE
 JW1042'SOUTH END OF A 2 BY 5-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 JW1042'53.1 M (174.2 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF U.S.
 JW1042'HIGHWAY 119, 13.1 M (43.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 JW1042'NORTHBOUND LANES OF THE HIGHWAY, AND 0.6 M (2.0 FT) ABOVE THE LEVEL
 JW1042'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1722 ***********************************************************************
 JX1722  DESIGNATION -  D 314
 JX1722  PID         -  JX1722
 JX1722  STATE/COUNTY-  WV/WOOD
 JX1722  USGS QUAD   -  PARKERSBURG (1994)
 JX1722
 JX1722                         *CURRENT SURVEY CONTROL
 JX1722  ___________________________________________________________________
 JX1722* NAD 83(1986)-  39 16 27.     (N)    081 33 13.     (W)     SCALED    
 JX1722* NAVD 88     -       198.526  (meters)     651.33   (feet)  ADJUSTED  
 JX1722  ___________________________________________________________________
 JX1722  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JX1722  DYNAMIC HT  -         198.402 (meters)     650.92  (feet)  COMP
 JX1722  MODELED GRAV-     980,001.1   (mgal)                       NAVD 88
 JX1722
 JX1722  VERT ORDER  -  FIRST     CLASS II
 JX1722
 JX1722.The horizontal coordinates were scaled from a topographic map and have
 JX1722.an estimated accuracy of +/- 6 seconds.
 JX1722
 JX1722.The orthometric height was determined by differential leveling
 JX1722.and adjusted by the National Geodetic Survey in June 1991..
 JX1722
 JX1722.The geoid height was determined by GEOID03.
 JX1722
 JX1722.The dynamic height is computed by dividing the NAVD 88
 JX1722.geopotential number by the normal gravity value computed on the
 JX1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1722.degrees latitude (g = 980.6199 gals.).
 JX1722
 JX1722.The modeled gravity was interpolated from observed gravity values.
 JX1722
 JX1722;                    North         East    Units  Estimated Accuracy
 JX1722;SPC WV N     -    87,970.      422,810.      MT  (+/- 180 meters Scaled)
 JX1722
 JX1722                          SUPERSEDED SURVEY CONTROL
 JX1722
 JX1722.No superseded survey control is available for this station.
 JX1722
 JX1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD522473(NAD 83)
 JX1722_MARKER: I = METAL ROD
 JX1722_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JX1722_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JX1722_STAMPING: D 314 1983
 JX1722_MARK LOGO: NGS   
 JX1722_PROJECTION: FLUSH
 JX1722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1722+STABILITY: POSITION/ELEVATION WELL
 JX1722_ROD/PIPE-DEPTH: 24.3 meters
 JX1722_SLEEVE-DEPTH  : 6.0 meters
 JX1722
 JX1722  HISTORY     - Date     Condition        Report By
 JX1722  HISTORY     - 1983     MONUMENTED       NGS
 JX1722  HISTORY     - 1983     GOOD             NGS
 JX1722  HISTORY     - 1984     GOOD             NGS
 JX1722
 JX1722                          STATION DESCRIPTION
 JX1722
 JX1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1722'IN PARKERSBURG.
 JX1722'IN PARKERSBURG, AT THE PRESBYTERIAN CHURCH, LOCATED AT THE END OF
 JX1722'JULIANA STREET, AT THE SOUTHWEST CORNER OF THE CHURCH, 2.8 METERS
 JX1722'(9.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 19.9 METERS
 JX1722'(65.5 FT) WEST-NORTHWEST OF THE CENTER OF THE MAIN ENTRANCE OF THE
 JX1722'CHURCH.
 JX1722'THE MARK IS ABOVE LEVEL WITH GROUND.
 JX1722
 JX1722                          STATION RECOVERY (1983)
 JX1722
 JX1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1722'RECOVERED IN GOOD CONDITION.
 JX1722
 JX1722                          STATION RECOVERY (1984)
 JX1722
 JX1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1789 ***********************************************************************
 JX1789  DESIGNATION -  D 315
 JX1789  PID         -  JX1789
 JX1789  STATE/COUNTY-  WV/TAYLOR
 JX1789  USGS QUAD   -  GRAFTON (1976)
 JX1789
 JX1789                         *CURRENT SURVEY CONTROL
 JX1789  ___________________________________________________________________
 JX1789* NAD 83(1986)-  39 21 24.     (N)    080 03 17.     (W)     SCALED    
 JX1789* NAVD 88     -       325.463  (meters)    1067.79   (feet)  ADJUSTED  
 JX1789  ___________________________________________________________________
 JX1789  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JX1789  DYNAMIC HT  -         325.258 (meters)    1067.12  (feet)  COMP
 JX1789  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JX1789
 JX1789  VERT ORDER  -  FIRST     CLASS II
 JX1789
 JX1789.The horizontal coordinates were scaled from a topographic map and have
 JX1789.an estimated accuracy of +/- 6 seconds.
 JX1789
 JX1789.The orthometric height was determined by differential leveling
 JX1789.and adjusted by the National Geodetic Survey in June 1991..
 JX1789
 JX1789.The geoid height was determined by GEOID03.
 JX1789
 JX1789.The dynamic height is computed by dividing the NAVD 88
 JX1789.geopotential number by the normal gravity value computed on the
 JX1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1789.degrees latitude (g = 980.6199 gals.).
 JX1789
 JX1789.The modeled gravity was interpolated from observed gravity values.
 JX1789
 JX1789;                    North         East    Units  Estimated Accuracy
 JX1789;SPC WV N     -    95,250.      552,190.      MT  (+/- 180 meters Scaled)
 JX1789
 JX1789                          SUPERSEDED SURVEY CONTROL
 JX1789
 JX1789.No superseded survey control is available for this station.
 JX1789
 JX1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND814567(NAD 83)
 JX1789_MARKER: DB = BENCH MARK DISK
 JX1789_SETTING: 66 = SET IN ROCK OUTCROP
 JX1789_SP_SET: ROCK OUTCROP
 JX1789_STAMPING: D 315 1983
 JX1789_MARK LOGO: NGS   
 JX1789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1789+STABILITY: POSITION/ELEVATION WELL
 JX1789
 JX1789  HISTORY     - Date     Condition        Report By
 JX1789  HISTORY     - 1983     MONUMENTED       NGS
 JX1789
 JX1789                          STATION DESCRIPTION
 JX1789
 JX1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1789'2.0 KM (1.25 MI) NORTH FROM GRAFTON.
 JX1789'2.0 KM (1.25 MI) NORTH ALONG STATE HIGHWAY 310 FROM THE JUNCTION U.S.
 JX1789'HIGHWAY 50 IN GRAFTON TO THE MARK ON THE RIGHT, AT A POWER LINE
 JX1789'CROSSING, NEAR THE WEST END OF A 19- BY 11-FOOT ROCK OUTCROP,
 JX1789'23.30 METERS (76.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 JX1789'13.41 METERS (44.0 FT) NORTHEAST OF A 15-INCH OAK TREE, 0.30 METER
 JX1789'(1.0 FT) EAST OF THE WEST END OF THE OUTCROP.
 JX1789'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 JX1789'THE MARK IS 1.82 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1679 ***********************************************************************
 JX1679  DESIGNATION -  D 316
 JX1679  PID         -  JX1679
 JX1679  STATE/COUNTY-  WV/MARSHALL
 JX1679  USGS QUAD   -  BUSINESSBURG (1976)
 JX1679
 JX1679                         *CURRENT SURVEY CONTROL
 JX1679  ___________________________________________________________________
 JX1679* NAD 83(1986)-  39 54 35.     (N)    080 47 51.     (W)     SCALED    
 JX1679* NAVD 88     -       212.213  (meters)     696.24   (feet)  ADJUSTED  
 JX1679  ___________________________________________________________________
 JX1679  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JX1679  DYNAMIC HT  -         212.094 (meters)     695.85  (feet)  COMP
 JX1679  MODELED GRAV-     980,063.9   (mgal)                       NAVD 88
 JX1679
 JX1679  VERT ORDER  -  FIRST     CLASS II
 JX1679
 JX1679.The horizontal coordinates were scaled from a topographic map and have
 JX1679.an estimated accuracy of +/- 6 seconds.
 JX1679
 JX1679.The orthometric height was determined by differential leveling
 JX1679.and adjusted by the National Geodetic Survey in June 1991..
 JX1679
 JX1679.The geoid height was determined by GEOID03.
 JX1679
 JX1679.The dynamic height is computed by dividing the NAVD 88
 JX1679.geopotential number by the normal gravity value computed on the
 JX1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1679.degrees latitude (g = 980.6199 gals.).
 JX1679
 JX1679.The modeled gravity was interpolated from observed gravity values.
 JX1679
 JX1679;                    North         East    Units  Estimated Accuracy
 JX1679;SPC WV N     -   157,310.      489,070.      MT  (+/- 180 meters Scaled)
 JX1679
 JX1679                          SUPERSEDED SURVEY CONTROL
 JX1679
 JX1679.No superseded survey control is available for this station.
 JX1679
 JX1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE173177(NAD 83)
 JX1679_MARKER: I = METAL ROD
 JX1679_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1679_SP_SET: STAINLESS STEEL ROD
 JX1679_STAMPING: D 316 1983
 JX1679_MARK LOGO: NGS   
 JX1679_PROJECTION: FLUSH
 JX1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1679_ROD/PIPE-DEPTH: 9.7  meters
 JX1679
 JX1679  HISTORY     - Date     Condition        Report By
 JX1679  HISTORY     - 1983     MONUMENTED       NGS
 JX1679
 JX1679                          STATION DESCRIPTION
 JX1679
 JX1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1679'5.8 KM (3.6 MI) SW FROM MOUNDSVILLE.
 JX1679'5.8 KM (3.6 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 JX1679'IN MOUNDSVILLE TO THE MARK ON THE RIGHT, ON PROPERTY OWNED BY OLIN
 JX1679'CHEMICALS GROUP, 37.64 METERS (123.5 FT) NORTHWEST OF THE CENTERLINE
 JX1679'OF THE SOUTHBOUND LANE OF THE HIGHWAY, 3.26 METERS (10.7 FT)
 JX1679'NORTH-NORTHEAST OF THE EAST STEEL I-BEAM LEG OF A SIGN (OLIN CHEMICALS
 JX1679'GROUP).
 JX1679'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1100 ***********************************************************************
 JW1100  DESIGNATION -  D 317
 JW1100  PID         -  JW1100
 JW1100  STATE/COUNTY-  WV/TAYLOR
 JW1100  USGS QUAD   -  THORNTON (1976)
 JW1100
 JW1100                         *CURRENT SURVEY CONTROL
 JW1100  ___________________________________________________________________
 JW1100* NAD 83(1986)-  39 20 40.     (N)    079 56 29.     (W)     SCALED    
 JW1100* NAVD 88     -       326.931  (meters)    1072.61   (feet)  ADJUSTED  
 JW1100  ___________________________________________________________________
 JW1100  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JW1100  DYNAMIC HT  -         326.728 (meters)    1071.94  (feet)  COMP
 JW1100  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 JW1100
 JW1100  VERT ORDER  -  FIRST     CLASS II
 JW1100
 JW1100.The horizontal coordinates were scaled from a topographic map and have
 JW1100.an estimated accuracy of +/- 6 seconds.
 JW1100
 JW1100.The orthometric height was determined by differential leveling
 JW1100.and adjusted by the National Geodetic Survey in June 1991..
 JW1100
 JW1100.The geoid height was determined by GEOID03.
 JW1100
 JW1100.The dynamic height is computed by dividing the NAVD 88
 JW1100.geopotential number by the normal gravity value computed on the
 JW1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1100.degrees latitude (g = 980.6199 gals.).
 JW1100
 JW1100.The modeled gravity was interpolated from observed gravity values.
 JW1100
 JW1100;                    North         East    Units  Estimated Accuracy
 JW1100;SPC WV N     -    93,840.      561,950.      MT  (+/- 180 meters Scaled)
 JW1100
 JW1100                          SUPERSEDED SURVEY CONTROL
 JW1100
 JW1100.No superseded survey control is available for this station.
 JW1100
 JW1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND912555(NAD 83)
 JW1100_MARKER: DB = BENCH MARK DISK
 JW1100_SETTING: 66 = SET IN ROCK OUTCROP
 JW1100_SP_SET: ROCK OUTCROP
 JW1100_STAMPING: D 317 1983
 JW1100_MARK LOGO: NGS   
 JW1100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1100+STABILITY: POSITION/ELEVATION WELL
 JW1100
 JW1100  HISTORY     - Date     Condition        Report By
 JW1100  HISTORY     - 1983     MONUMENTED       NGS
 JW1100
 JW1100                          STATION DESCRIPTION
 JW1100
 JW1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1100'6.1 KM (3.8 MI) EAST FROM GRAFTON.
 JW1100'6.1 KM (3.8 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION OF
 JW1100'STATE HIGHWAY 119 IN GRAFTON TO THE MARK ON THE RIGHT, IN TOP OF THE
 JW1100'BASE OF A MASSIVE ROCK CUT, 14.32 METERS (47.0 FT) SOUTH OF THE
 JW1100'CENTERLINE OF THE HIGHWAY, 73.37 METERS (244.0 FT) WEST OF THE EAST
 JW1100'END OF THE ROCK CUT, 79.90 METERS (262.0 FT) EAST OF THE WEST END OF
 JW1100'THE HIGHWAY BRIDGE OVER THREE FORK CREEK.
 JW1100'THE MARK IS 0.24 METERS  W FROM A WITNESS POST.
 JW1100'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1751 ***********************************************************************
 JX1751  DESIGNATION -  D 319
 JX1751  PID         -  JX1751
 JX1751  STATE/COUNTY-  WV/RITCHIE
 JX1751  USGS QUAD   -  PENNSBORO (1987)
 JX1751
 JX1751                         *CURRENT SURVEY CONTROL
 JX1751  ___________________________________________________________________
 JX1751* NAD 83(1986)-  39 16 05.     (N)    080 56 38.     (W)     SCALED    
 JX1751* NAVD 88     -       319.173  (meters)    1047.15   (feet)  ADJUSTED  
 JX1751  ___________________________________________________________________
 JX1751  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JX1751  DYNAMIC HT  -         318.975 (meters)    1046.50  (feet)  COMP
 JX1751  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 JX1751
 JX1751  VERT ORDER  -  FIRST     CLASS II
 JX1751
 JX1751.The horizontal coordinates were scaled from a topographic map and have
 JX1751.an estimated accuracy of +/- 6 seconds.
 JX1751
 JX1751.The orthometric height was determined by differential leveling
 JX1751.and adjusted by the National Geodetic Survey in June 1991..
 JX1751
 JX1751.The geoid height was determined by GEOID03.
 JX1751
 JX1751.The dynamic height is computed by dividing the NAVD 88
 JX1751.geopotential number by the normal gravity value computed on the
 JX1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1751.degrees latitude (g = 980.6199 gals.).
 JX1751
 JX1751.The modeled gravity was interpolated from observed gravity values.
 JX1751
 JX1751;                    North         East    Units  Estimated Accuracy
 JX1751;SPC WV N     -    86,270.      475,410.      MT  (+/- 180 meters Scaled)
 JX1751
 JX1751                          SUPERSEDED SURVEY CONTROL
 JX1751
 JX1751.No superseded survey control is available for this station.
 JX1751
 JX1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND048465(NAD 83)
 JX1751_MARKER: DB = BENCH MARK DISK
 JX1751_SETTING: 66 = SET IN ROCK OUTCROP
 JX1751_SP_SET: ROCK OUTCROP
 JX1751_STAMPING: D 319 1983
 JX1751_MARK LOGO: NGS   
 JX1751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1751+STABILITY: POSITION/ELEVATION WELL
 JX1751
 JX1751  HISTORY     - Date     Condition        Report By
 JX1751  HISTORY     - 1983     MONUMENTED       NGS
 JX1751
 JX1751                          STATION DESCRIPTION
 JX1751
 JX1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1751'1.3 KM (0.8 MI) EAST FROM PENNSBORO.
 JX1751'1.3 KM (0.8 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1751'HIGHWAY 74 IN PENNSBORO TO THE MARK ON THE RIGHT, AT THE TOP OF A
 JX1751'HILL, 13.1 METERS (43.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 JX1751'EASTBOUND LANE OF THE HIGHWAY.
 JX1751'THE MARK IS 16.1 METERS  E FROM A WITNESS POST.
 JX1751'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0707 ***********************************************************************
 JW0707  DESIGNATION -  D 32
 JW0707  PID         -  JW0707
 JW0707  STATE/COUNTY-  WV/GRANT
 JW0707  USGS QUAD   -  MAYSVILLE (1995)
 JW0707
 JW0707                         *CURRENT SURVEY CONTROL
 JW0707  ___________________________________________________________________
 JW0707* NAD 83(1986)-  39 05 33.     (N)    079 08 27.     (W)     SCALED    
 JW0707* NAVD 88     -       361.217  (meters)    1185.09   (feet)  ADJUSTED  
 JW0707  ___________________________________________________________________
 JW0707  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JW0707  DYNAMIC HT  -         360.982 (meters)    1184.32  (feet)  COMP
 JW0707  MODELED GRAV-     979,965.6   (mgal)                       NAVD 88
 JW0707
 JW0707  VERT ORDER  -  SECOND    CLASS 0
 JW0707
 JW0707.The horizontal coordinates were scaled from a topographic map and have
 JW0707.an estimated accuracy of +/- 6 seconds.
 JW0707
 JW0707.The orthometric height was determined by differential leveling
 JW0707.and adjusted by the National Geodetic Survey in June 1991..
 JW0707
 JW0707.The geoid height was determined by GEOID03.
 JW0707
 JW0707.The dynamic height is computed by dividing the NAVD 88
 JW0707.geopotential number by the normal gravity value computed on the
 JW0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0707.degrees latitude (g = 980.6199 gals.).
 JW0707
 JW0707.The modeled gravity was interpolated from observed gravity values.
 JW0707
 JW0707;                    North         East    Units  Estimated Accuracy
 JW0707;SPC WV N     -    65,840.      631,070.      MT  (+/- 180 meters Scaled)
 JW0707
 JW0707                          SUPERSEDED SURVEY CONTROL
 JW0707
 JW0707  NGVD 29 (??/??/92)  361.360  (m)         1185.56   (f) ADJ UNCH    2 0
 JW0707
 JW0707.Superseded values are not recommended for survey control.
 JW0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0707.See file dsdata.txt to determine how the superseded data were derived.
 JW0707
 JW0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD607286(NAD 83)
 JW0707_MARKER: DB = BENCH MARK DISK
 JW0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0707_STAMPING: D 32 1935
 JW0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0707+STABILITY: SURFACE MOTION
 JW0707
 JW0707  HISTORY     - Date     Condition        Report By
 JW0707  HISTORY     - 1935     MONUMENTED       CGS
 JW0707  HISTORY     - 1954     GOOD             NGS
 JW0707
 JW0707                          STATION DESCRIPTION
 JW0707
 JW0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0707'8 MI NW FROM PETERSBURG.
 JW0707'ABOUT 8.0 MILES NORTHWEST ALONG STATE HIGHWAY 42 FROM THE GRANT
 JW0707'COUNTY BANK AT PETERSBURG, GRANT COUNTY, AT THE SOUTH END OF A
 JW0707'REVERSE CURVE, 54.6 FEET NORTHEAST OF THE CENTER LINE OF THE
 JW0707'HIGHWAY, 11.1 FEET SOUTH OF A LARGE HICKORY TREE, NEAR A SMALL
 JW0707'WOODEN GATE LEADING TO A FIELD, 2 FEET SOUTHWEST OF A FENCE, AND
 JW0707'1.0 FOOT NORTH OF A WHITE WOODEN POST STENCILED U.S.B.M.  A
 JW0707'STANDARD DISK, STAMPED D 32 1935 AND SET IN THE TOP OF A CONCRETE
 JW0707'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 JW0707
 JW0707                          STATION RECOVERY (1954)
 JW0707
 JW0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1774 ***********************************************************************
 JX1774  DESIGNATION -  D 320
 JX1774  PID         -  JX1774
 JX1774  STATE/COUNTY-  WV/HARRISON
 JX1774  USGS QUAD   -  ROSEMONT (1976)
 JX1774
 JX1774                         *CURRENT SURVEY CONTROL
 JX1774  ___________________________________________________________________
 JX1774* NAD 83(1986)-  39 17 07.     (N)    080 14 10.     (W)     SCALED    
 JX1774* NAVD 88     -       334.792  (meters)    1098.40   (feet)  ADJUSTED  
 JX1774  ___________________________________________________________________
 JX1774  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JX1774  DYNAMIC HT  -         334.584 (meters)    1097.71  (feet)  COMP
 JX1774  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 JX1774
 JX1774  VERT ORDER  -  FIRST     CLASS II
 JX1774
 JX1774.The horizontal coordinates were scaled from a topographic map and have
 JX1774.an estimated accuracy of +/- 6 seconds.
 JX1774
 JX1774.The orthometric height was determined by differential leveling
 JX1774.and adjusted by the National Geodetic Survey in June 1991..
 JX1774
 JX1774.The geoid height was determined by GEOID03.
 JX1774
 JX1774.The dynamic height is computed by dividing the NAVD 88
 JX1774.geopotential number by the normal gravity value computed on the
 JX1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1774.degrees latitude (g = 980.6199 gals.).
 JX1774
 JX1774.The modeled gravity was interpolated from observed gravity values.
 JX1774
 JX1774;                    North         East    Units  Estimated Accuracy
 JX1774;SPC WV N     -    87,440.      536,490.      MT  (+/- 180 meters Scaled)
 JX1774
 JX1774                          SUPERSEDED SURVEY CONTROL
 JX1774
 JX1774.No superseded survey control is available for this station.
 JX1774
 JX1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND658487(NAD 83)
 JX1774_MARKER: DB = BENCH MARK DISK
 JX1774_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JX1774_SP_SET: UNSPECIFIED ROCK
 JX1774_STAMPING: D 320 1983
 JX1774_MARK LOGO: NGS   
 JX1774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1774
 JX1774  HISTORY     - Date     Condition        Report By
 JX1774  HISTORY     - 1983     MONUMENTED       NGS
 JX1774
 JX1774                          STATION DESCRIPTION
 JX1774
 JX1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1774'1.8 KM (1.1 MI) EAST FROM BRIDGEPORT.
 JX1774'1.8 KM (1.1 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE BRIDGEPORT BANK IN
 JX1774'BRIDGEPORT TO THE MARK ON THE LEFT, 8.84 METERS (29.0 FT) NORTH OF THE
 JX1774'CENTERLINE OF THE HIGHWAY.
 JX1774'THE MARK IS 0.91 METERS  E FROM A WITNESS POST.
 JX1774'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1812 ***********************************************************************
 JX1812  DESIGNATION -  D 322
 JX1812  PID         -  JX1812
 JX1812  STATE/COUNTY-  WV/TAYLOR
 JX1812  USGS QUAD   -  PHILIPPI (1977)
 JX1812
 JX1812                         *CURRENT SURVEY CONTROL
 JX1812  ___________________________________________________________________
 JX1812* NAD 83(1986)-  39 14 48.     (N)    080 03 06.     (W)     SCALED    
 JX1812* NAVD 88     -       352.114  (meters)    1155.23   (feet)  ADJUSTED  
 JX1812  ___________________________________________________________________
 JX1812  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JX1812  DYNAMIC HT  -         351.889 (meters)    1154.49  (feet)  COMP
 JX1812  MODELED GRAV-     979,978.3   (mgal)                       NAVD 88
 JX1812
 JX1812  VERT ORDER  -  FIRST     CLASS II
 JX1812
 JX1812.The horizontal coordinates were scaled from a topographic map and have
 JX1812.an estimated accuracy of +/- 6 seconds.
 JX1812
 JX1812.The orthometric height was determined by differential leveling
 JX1812.and adjusted by the National Geodetic Survey in June 1991..
 JX1812
 JX1812.The geoid height was determined by GEOID03.
 JX1812
 JX1812.The dynamic height is computed by dividing the NAVD 88
 JX1812.geopotential number by the normal gravity value computed on the
 JX1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1812.degrees latitude (g = 980.6199 gals.).
 JX1812
 JX1812.The modeled gravity was interpolated from observed gravity values.
 JX1812
 JX1812;                    North         East    Units  Estimated Accuracy
 JX1812;SPC WV N     -    83,040.      552,380.      MT  (+/- 180 meters Scaled)
 JX1812
 JX1812                          SUPERSEDED SURVEY CONTROL
 JX1812
 JX1812.No superseded survey control is available for this station.
 JX1812
 JX1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND818445(NAD 83)
 JX1812_MARKER: I = METAL ROD
 JX1812_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1812_SP_SET: STAINLESS STEEL ROD
 JX1812_STAMPING: D 322 1983
 JX1812_MARK LOGO: NGS   
 JX1812_PROJECTION: FLUSH
 JX1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1812_ROD/PIPE-DEPTH: 3.8  meters
 JX1812
 JX1812  HISTORY     - Date     Condition        Report By
 JX1812  HISTORY     - 1983     MONUMENTED       NGS
 JX1812
 JX1812                          STATION DESCRIPTION
 JX1812
 JX1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1812'12.9 KM (8.0 MI) SOUTH FROM GRAFTON.
 JX1812'12.9 KM (8.0 MI) SOUTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE IN
 JX1812'GRAFTON TO A PAVED ROAD AND THE MARK ON THE LEFT, ALSO 0.6 KM (0.4 MI)
 JX1812'NORTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN PHILIPPI, THENCE
 JX1812'11.7 KM (7.2 MI) NORTH ALONG U.S. HIGHWAYS 119 AND 250, 8.53 METERS
 JX1812'(28.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25.30 METERS
 JX1812'(83.0 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD, 0.85 METER (2.8 FT)
 JX1812'NORTH OF THE SOUTHWEST LEG OF A SIGN FOR PLEASANT CREEK, A PUBLIC
 JX1812'HUNTING AND FISHING AREA.
 JX1812'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1708 ***********************************************************************
 JX1708  DESIGNATION -  D 323
 JX1708  PID         -  JX1708
 JX1708  STATE/COUNTY-  WV/PLEASANTS
 JX1708  USGS QUAD   -  WILLOW ISLAND (1994)
 JX1708
 JX1708                         *CURRENT SURVEY CONTROL
 JX1708  ___________________________________________________________________
 JX1708* NAD 83(1986)-  39 21 12.     (N)    081 19 23.     (W)     SCALED    
 JX1708* NAVD 88     -       186.748  (meters)     612.69   (feet)  ADJUSTED  
 JX1708  ___________________________________________________________________
 JX1708  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JX1708  DYNAMIC HT  -         186.634 (meters)     612.32  (feet)  COMP
 JX1708  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 JX1708
 JX1708  VERT ORDER  -  FIRST     CLASS II
 JX1708
 JX1708.The horizontal coordinates were scaled from a topographic map and have
 JX1708.an estimated accuracy of +/- 6 seconds.
 JX1708
 JX1708.The orthometric height was determined by differential leveling
 JX1708.and adjusted by the National Geodetic Survey in June 1991..
 JX1708
 JX1708.The geoid height was determined by GEOID03.
 JX1708
 JX1708.The dynamic height is computed by dividing the NAVD 88
 JX1708.geopotential number by the normal gravity value computed on the
 JX1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1708.degrees latitude (g = 980.6199 gals.).
 JX1708
 JX1708.The modeled gravity was interpolated from observed gravity values.
 JX1708
 JX1708;                    North         East    Units  Estimated Accuracy
 JX1708;SPC WV N     -    96,330.      442,880.      MT  (+/- 180 meters Scaled)
 JX1708
 JX1708                          SUPERSEDED SURVEY CONTROL
 JX1708
 JX1708.No superseded survey control is available for this station.
 JX1708
 JX1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD721560(NAD 83)
 JX1708_MARKER: I = METAL ROD
 JX1708_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1708_SP_SET: STAINLESS STEEL ROD
 JX1708_STAMPING: D 323 1983
 JX1708_MARK LOGO: NGS   
 JX1708_PROJECTION: FLUSH
 JX1708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1708_ROD/PIPE-DEPTH: 17.3 meters
 JX1708
 JX1708  HISTORY     - Date     Condition        Report By
 JX1708  HISTORY     - 1983     MONUMENTED       NGS
 JX1708
 JX1708                          STATION DESCRIPTION
 JX1708
 JX1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1708'1.8 KM (1.15 MI) SW FROM WILLOW ISLAND.
 JX1708'1.4 KM (0.9 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 JX1708'IN WILLOW ISLAND TO THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST TO
 JX1708'WILLOW ISLAND LOCKS AND DAM, THENCE 0.4 KM (0.25 MI) NORTHWEST ALONG
 JX1708'THE GRAVEL ROAD AND ACROSS THE BALTIMORE AND OHIO RAILROAD TRACKS TO
 JX1708'THE MARK ON THE RIGHT, 10.06 METERS (33.0 FT) NORTHEAST OF THE CENTER
 JX1708'OF THE GRAVEL ROAD, 1.74 METERS (5.7 FT) SOUTHWEST OF THE SOUTHWEST
 JX1708'FACE OF A SIGNAL CONTROL BOX, 3.66 METERS (12.0 FT) NORTH-NORTHWEST OF
 JX1708'THE NORTHWEST RAIL.
 JX1708'THE MARK IS 0.52 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3201 ***********************************************************************
 HW3201  DESIGNATION -  D 324
 HW3201  PID         -  HW3201
 HW3201  STATE/COUNTY-  WV/RANDOLPH
 HW3201  USGS QUAD   -  JUNIOR (1976)
 HW3201
 HW3201                         *CURRENT SURVEY CONTROL
 HW3201  ___________________________________________________________________
 HW3201* NAD 83(1986)-  38 56 06.     (N)    079 53 34.     (W)     SCALED    
 HW3201* NAVD 88     -       583.775  (meters)    1915.27   (feet)  ADJUSTED  
 HW3201  ___________________________________________________________________
 HW3201  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HW3201  DYNAMIC HT  -         583.360 (meters)    1913.91  (feet)  COMP
 HW3201  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 HW3201
 HW3201  VERT ORDER  -  FIRST     CLASS II
 HW3201
 HW3201.The horizontal coordinates were scaled from a topographic map and have
 HW3201.an estimated accuracy of +/- 6 seconds.
 HW3201
 HW3201.The orthometric height was determined by differential leveling
 HW3201.and adjusted by the National Geodetic Survey in June 1991..
 HW3201
 HW3201.The geoid height was determined by GEOID03.
 HW3201
 HW3201.The dynamic height is computed by dividing the NAVD 88
 HW3201.geopotential number by the normal gravity value computed on the
 HW3201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3201.degrees latitude (g = 980.6199 gals.).
 HW3201
 HW3201.The modeled gravity was interpolated from observed gravity values.
 HW3201
 HW3201;                    North         East    Units  Estimated Accuracy
 HW3201;SPC WV S     -   215,350.      696,000.      MT  (+/- 180 meters Scaled)
 HW3201
 HW3201                          SUPERSEDED SURVEY CONTROL
 HW3201
 HW3201.No superseded survey control is available for this station.
 HW3201
 HW3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND959101(NAD 83)
 HW3201_MARKER: DB = BENCH MARK DISK
 HW3201_SETTING: 66 = SET IN ROCK OUTCROP
 HW3201_SP_SET: ROCK OUTCROP
 HW3201_STAMPING: D 324 1983
 HW3201_MARK LOGO: NGS   
 HW3201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3201+STABILITY: POSITION/ELEVATION WELL
 HW3201
 HW3201  HISTORY     - Date     Condition        Report By
 HW3201  HISTORY     - 1983     MONUMENTED       NGS
 HW3201
 HW3201                          STATION DESCRIPTION
 HW3201
 HW3201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3201'4.9 KM (3.05 MI) WEST FROM ELKINS.
 HW3201'4.9 KM (3.05 MI) WEST ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 HW3201'ELKINS TO THE MARK ON THE RIGHT, SET IN TOP OF A LEDGE NEAR THE
 HW3201'NORTHEAST END OF A LARGE CUT ROCK, 8.23 METERS (27.0 FT) NORTHWEST OF
 HW3201'THE CENTERLINE OF THE HIGHWAY, 31.39 METERS (103.0 FT) SOUTHWEST OF
 HW3201'THE NORTHEAST END OF THE CUT ROCK, 0.18 METER (0.6 FT) NORTHWEST OF
 HW3201'THE SOUTHEAST EDGE OF THE LEDGE.
 HW3201'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 HW3201'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3222 ***********************************************************************
 GX3222  DESIGNATION -  D 325
 GX3222  PID         -  GX3222
 GX3222  STATE/COUNTY-  WV/GREENBRIER
 GX3222  USGS QUAD   -  WILLIAMSBURG (1972)
 GX3222
 GX3222                         *CURRENT SURVEY CONTROL
 GX3222  ___________________________________________________________________
 GX3222* NAD 83(1986)-  37 53 01.     (N)    080 24 50.     (W)     SCALED    
 GX3222* NAVD 88     -       692.958  (meters)    2273.48   (feet)  ADJUSTED  
 GX3222  ___________________________________________________________________
 GX3222  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX3222  DYNAMIC HT  -         692.379 (meters)    2271.58  (feet)  COMP
 GX3222  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GX3222
 GX3222  VERT ORDER  -  FIRST     CLASS II
 GX3222
 GX3222.The horizontal coordinates were scaled from a topographic map and have
 GX3222.an estimated accuracy of +/- 6 seconds.
 GX3222
 GX3222.The orthometric height was determined by differential leveling
 GX3222.and adjusted by the National Geodetic Survey in June 1991..
 GX3222
 GX3222.The geoid height was determined by GEOID03.
 GX3222
 GX3222.The dynamic height is computed by dividing the NAVD 88
 GX3222.geopotential number by the normal gravity value computed on the
 GX3222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3222.degrees latitude (g = 980.6199 gals.).
 GX3222
 GX3222.The modeled gravity was interpolated from observed gravity values.
 GX3222
 GX3222;                    North         East    Units  Estimated Accuracy
 GX3222;SPC WV S     -    98,230.      651,560.      MT  (+/- 180 meters Scaled)
 GX3222
 GX3222                          SUPERSEDED SURVEY CONTROL
 GX3222
 GX3222.No superseded survey control is available for this station.
 GX3222
 GX3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB515930(NAD 83)
 GX3222_MARKER: DB = BENCH MARK DISK
 GX3222_SETTING: 66 = SET IN ROCK OUTCROP
 GX3222_SP_SET: ROCK OUTCROP
 GX3222_STAMPING: D 325 1983
 GX3222_MARK LOGO: NGS   
 GX3222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3222+STABILITY: POSITION/ELEVATION WELL
 GX3222
 GX3222  HISTORY     - Date     Condition        Report By
 GX3222  HISTORY     - 1983     MONUMENTED       NGS
 GX3222
 GX3222                          STATION DESCRIPTION
 GX3222
 GX3222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GX3222'5.8 KM (3.6 MI) SOUTH FROM FRANKFORD.
 GX3222'5.8 KM (3.6 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 GX3222'FRANKFORD TO THE MARK ON THE RIGHT, IN A SMALL ROCK LEDGE NEAR A
 GX3222'SUBSTATION, 41.15 METERS (135.0 FT) WEST OF THE CENTERLINE OF THE
 GX3222'HIGHWAY, 10.52 METERS (34.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GX3222'CHAINLINK FENCE AROUND THE SUBSTATION, 5.03 METERS (16.5 FT) EAST OF
 GX3222'THE SOUTH WOOD GATE POST FOR A METAL GATE.
 GX3222'THE MARK IS 0.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1214 ***********************************************************************
 JW1214  DESIGNATION -  D 326
 JW1214  PID         -  JW1214
 JW1214  STATE/COUNTY-  WV/MORGAN
 JW1214  USGS QUAD   -  STOTLERS CROSSROADS (1998)
 JW1214
 JW1214                         *CURRENT SURVEY CONTROL
 JW1214  ___________________________________________________________________
 JW1214* NAD 83(1986)-  39 37 06.     (N)    078 12 58.     (W)     SCALED    
 JW1214* NAVD 88     -       218.148  (meters)     715.71   (feet)  ADJUSTED  
 JW1214  ___________________________________________________________________
 JW1214  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JW1214  DYNAMIC HT  -         218.021 (meters)     715.29  (feet)  COMP
 JW1214  MODELED GRAV-     980,037.4   (mgal)                       NAVD 88
 JW1214
 JW1214  VERT ORDER  -  FIRST     CLASS II
 JW1214
 JW1214.The horizontal coordinates were scaled from a topographic map and have
 JW1214.an estimated accuracy of +/- 6 seconds.
 JW1214
 JW1214.The orthometric height was determined by differential leveling
 JW1214.and adjusted by the National Geodetic Survey in June 1991..
 JW1214
 JW1214.The geoid height was determined by GEOID03.
 JW1214
 JW1214.The dynamic height is computed by dividing the NAVD 88
 JW1214.geopotential number by the normal gravity value computed on the
 JW1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1214.degrees latitude (g = 980.6199 gals.).
 JW1214
 JW1214.The modeled gravity was interpolated from observed gravity values.
 JW1214
 JW1214;                    North         East    Units  Estimated Accuracy
 JW1214;SPC WV N     -   124,940.      710,230.      MT  (+/- 180 meters Scaled)
 JW1214
 JW1214                          SUPERSEDED SURVEY CONTROL
 JW1214
 JW1214.No superseded survey control is available for this station.
 JW1214
 JW1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD389891(NAD 83)
 JW1214_MARKER: I = METAL ROD
 JW1214_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1214_SP_SET: STAINLESS STEEL ROD
 JW1214_STAMPING: D 326 1983
 JW1214_MARK LOGO: NGS   
 JW1214_PROJECTION: FLUSH
 JW1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1214_ROD/PIPE-DEPTH: 4.3  meters
 JW1214
 JW1214  HISTORY     - Date     Condition        Report By
 JW1214  HISTORY     - 1983     MONUMENTED       NGS
 JW1214
 JW1214                          STATION DESCRIPTION
 JW1214
 JW1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1214'1.8 KM (1.1 MI) EAST FROM BERKELEY SPRINGS.
 JW1214'0.4 KM (0.25 MI) SOUTH ALONG U.S. HIGHWAY 522 FROM THE COURTHOUSE IN
 JW1214'BERKELEY SPRINGS, THENCE 1.4 KM (0.85 MI) EAST ALONG STATE HIGHWAY 9
 JW1214'TO THE MARK ON THE RIGHT, ON THE NORTHEAST SIDE OF THE PROPERTY OF
 JW1214'YOST BUILDING SUPPLY COMPANY, 6.6 METERS (21.5 FT) SOUTHWEST OF THE
 JW1214'CENTERLINE OF THE HIGHWAY, 5.33 METERS (17.5 FT) NORTH-NORTHWEST OF
 JW1214'THE WEST CORNER POST OF A CHAINLINK FENCE, 0.91 METER (3.0 FT) SOUTH
 JW1214'OF A HIGHWAY SIGN (30 MPH), 0.61 METER (2.0 FT) SOUTHWEST OF POWER
 JW1214'POLE 279-1.
 JW1214'THE MARK IS 0.91 METERS  S FROM A WITNESS POST.
 JW1214'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4120 ***********************************************************************
 JV4120  DESIGNATION -  D 327
 JV4120  PID         -  JV4120
 JV4120  STATE/COUNTY-  WV/JEFFERSON
 JV4120  USGS QUAD   -  CHARLES TOWN (1988)
 JV4120
 JV4120                         *CURRENT SURVEY CONTROL
 JV4120  ___________________________________________________________________
 JV4120* NAD 83(1986)-  39 19 05.     (N)    077 51 42.     (W)     SCALED    
 JV4120* NAVD 88     -       171.349  (meters)     562.17   (feet)  ADJUSTED  
 JV4120  ___________________________________________________________________
 JV4120  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JV4120  DYNAMIC HT  -         171.246 (meters)     561.83  (feet)  COMP
 JV4120  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 JV4120
 JV4120  VERT ORDER  -  FIRST     CLASS II
 JV4120
 JV4120.The horizontal coordinates were scaled from a topographic map and have
 JV4120.an estimated accuracy of +/- 6 seconds.
 JV4120
 JV4120.The orthometric height was determined by differential leveling
 JV4120.and adjusted by the National Geodetic Survey in June 1991..
 JV4120
 JV4120.The geoid height was determined by GEOID03.
 JV4120
 JV4120.The dynamic height is computed by dividing the NAVD 88
 JV4120.geopotential number by the normal gravity value computed on the
 JV4120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4120.degrees latitude (g = 980.6199 gals.).
 JV4120
 JV4120.The modeled gravity was interpolated from observed gravity values.
 JV4120
 JV4120;                    North         East    Units  Estimated Accuracy
 JV4120;SPC WV N     -    92,110.      741,270.      MT  (+/- 180 meters Scaled)
 JV4120
 JV4120                          SUPERSEDED SURVEY CONTROL
 JV4120
 JV4120.No superseded survey control is available for this station.
 JV4120
 JV4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ532559(NAD 83)
 JV4120_MARKER: I = METAL ROD
 JV4120_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV4120_SP_SET: STAINLESS STEEL ROD
 JV4120_STAMPING: D 327 1983
 JV4120_MARK LOGO: NGS   
 JV4120_PROJECTION: FLUSH
 JV4120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV4120_ROD/PIPE-DEPTH: 4.9  meters
 JV4120
 JV4120  HISTORY     - Date     Condition        Report By
 JV4120  HISTORY     - 1983     MONUMENTED       NGS
 JV4120
 JV4120                          STATION DESCRIPTION
 JV4120
 JV4120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4120'2.7 KM (1.7 MI) NORTH FROM RANSON.
 JV4120'2.7 KM (1.7 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE CITY HALL IN
 JV4120'RANSON TO THE MARK ON THE RIGHT, NEAR THE NORTHWEST CORNER OF THE WEST
 JV4120'FRAME ADDITION OF A 2-STORY BRICK HOUSE OWNED BY WILLARD LLOYD,
 JV4120'24.23 METERS (79.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 JV4120'3.20 METERS (10.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK
 JV4120'HOUSE, 2.43 METERS (8.0 FT) NORTH OF THE NORTHWEST CORNER OF THE FRAME
 JV4120'ADDITION OF THE HOUSE.
 JV4120'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3206 ***********************************************************************
 GX3206  DESIGNATION -  D 328
 GX3206  PID         -  GX3206
 GX3206  STATE/COUNTY-  WV/SUMMERS
 GX3206  USGS QUAD   -  ALDERSON (1976)
 GX3206
 GX3206                         *CURRENT SURVEY CONTROL
 GX3206  ___________________________________________________________________
 GX3206* NAD 83(1986)-  37 42 29.     (N)    080 40 15.     (W)     SCALED    
 GX3206* NAVD 88     -       466.669  (meters)    1531.06   (feet)  ADJUSTED  
 GX3206  ___________________________________________________________________
 GX3206  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX3206  DYNAMIC HT  -         466.287 (meters)    1529.81  (feet)  COMP
 GX3206  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 GX3206
 GX3206  VERT ORDER  -  FIRST     CLASS II
 GX3206
 GX3206.The horizontal coordinates were scaled from a topographic map and have
 GX3206.an estimated accuracy of +/- 6 seconds.
 GX3206
 GX3206.The orthometric height was determined by differential leveling
 GX3206.and adjusted by the National Geodetic Survey in June 1991..
 GX3206
 GX3206.The geoid height was determined by GEOID03.
 GX3206
 GX3206.The dynamic height is computed by dividing the NAVD 88
 GX3206.geopotential number by the normal gravity value computed on the
 GX3206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3206.degrees latitude (g = 980.6199 gals.).
 GX3206
 GX3206.The modeled gravity was interpolated from observed gravity values.
 GX3206
 GX3206;                    North         East    Units  Estimated Accuracy
 GX3206;SPC WV S     -    78,640.      629,030.      MT  (+/- 180 meters Scaled)
 GX3206
 GX3206                          SUPERSEDED SURVEY CONTROL
 GX3206
 GX3206.No superseded survey control is available for this station.
 GX3206
 GX3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB290734(NAD 83)
 GX3206_MARKER: I = METAL ROD
 GX3206_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GX3206_SP_SET: STAINLESS STEEL ROD
 GX3206_STAMPING: D 328 1984
 GX3206_MARK LOGO: NGS   
 GX3206_PROJECTION: FLUSH
 GX3206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3206_ROD/PIPE-DEPTH: 8.5  meters
 GX3206
 GX3206  HISTORY     - Date     Condition        Report By
 GX3206  HISTORY     - 1984     MONUMENTED       NGS
 GX3206
 GX3206                          STATION DESCRIPTION
 GX3206
 GX3206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3206'5.8 KM (3.6 MI) WEST FROM ALDERSON.
 GX3206'5.8 KM (3.6 MI) WEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF NORTH
 GX3206'MONROE STREET IN ALDERSON TO THE MARK ON THE LEFT, 4.72 METERS
 GX3206'(15.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 17.04 METERS
 GX3206'(55.9 FT) NORTH OF HIGHWAY MILE MARKER 27, 0.82 METER (2.7 FT)
 GX3206'SOUTHEAST OF THE NORTH END OF A WIRE CABLE GUARD RAIL, 0.76 METER
 GX3206'(2.5 FT) NORTH OF UTILITY POLE LA 17 RD.
 GX3206'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3249 ***********************************************************************
 GX3249  DESIGNATION -  D 329
 GX3249  PID         -  GX3249
 GX3249  STATE/COUNTY-  WV/MERCER
 GX3249  USGS QUAD   -  BLUEFIELD (1979)
 GX3249
 GX3249                         *CURRENT SURVEY CONTROL
 GX3249  ___________________________________________________________________
 GX3249* NAD 83(1986)-  37 17 02.     (N)    081 10 04.     (W)     SCALED    
 GX3249* NAVD 88     -       698.600  (meters)    2291.99   (feet)  ADJUSTED  
 GX3249  ___________________________________________________________________
 GX3249  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GX3249  DYNAMIC HT  -         697.975 (meters)    2289.94  (feet)  COMP
 GX3249  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 GX3249
 GX3249  VERT ORDER  -  FIRST     CLASS II
 GX3249
 GX3249.The horizontal coordinates were scaled from a topographic map and have
 GX3249.an estimated accuracy of +/- 6 seconds.
 GX3249
 GX3249.The orthometric height was determined by differential leveling
 GX3249.and adjusted by the National Geodetic Survey in June 1991..
 GX3249
 GX3249.The geoid height was determined by GEOID03.
 GX3249
 GX3249.The dynamic height is computed by dividing the NAVD 88
 GX3249.geopotential number by the normal gravity value computed on the
 GX3249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3249.degrees latitude (g = 980.6199 gals.).
 GX3249
 GX3249.The modeled gravity was interpolated from observed gravity values.
 GX3249
 GX3249;                    North         East    Units  Estimated Accuracy
 GX3249;SPC WV S     -    31,520.      585,120.      MT  (+/- 180 meters Scaled)
 GX3249
 GX3249                          SUPERSEDED SURVEY CONTROL
 GX3249
 GX3249.No superseded survey control is available for this station.
 GX3249
 GX3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB851263(NAD 83)
 GX3249_MARKER: DB = BENCH MARK DISK
 GX3249_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX3249_SP_SET: PIER
 GX3249_STAMPING: D 329 1984
 GX3249_MARK LOGO: NGS   
 GX3249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3249
 GX3249  HISTORY     - Date     Condition        Report By
 GX3249  HISTORY     - 1984     MONUMENTED       NGS
 GX3249
 GX3249                          STATION DESCRIPTION
 GX3249
 GX3249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3249'5.6 KM (3.5 MI) EAST FROM BLUEFIELD.
 GX3249'0.3 KM (0.2 MI) NORTH ALONG BLAND STREET FROM THE POST OFFICE IN
 GX3249'BLUEFIELD, THENCE 4.8 KM (3.0 MI) EAST ALONG U.S. HIGHWAY 19, THENCE
 GX3249'0.5 KM (0.3 MI) EAST ALONG STATE HIGHWAY 112 TO THE MARK ON THE LEFT,
 GX3249'SET VERTICALLY IN THE WEST PIER OF THE EAST BOUND LANE OF THE U.S.
 GX3249'HIGHWAY 460 OVERPASS, 10.36 METERS (34.0 FT) NORTH OF THE CENTERLINE
 GX3249'OF THE HIGHWAY, 0.85 METER (2.8 FT) EAST OF THE WEST EDGE OF THE
 GX3249'PIER.
 GX3249'THE MARK IS 1.4 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0791 ***********************************************************************
 JW0791  DESIGNATION -  D 33
 JW0791  PID         -  JW0791
 JW0791  STATE/COUNTY-  WV/PRESTON
 JW0791  USGS QUAD   -  TERRA ALTA (1976)
 JW0791
 JW0791                         *CURRENT SURVEY CONTROL
 JW0791  ___________________________________________________________________
 JW0791* NAD 83(1986)-  39 26 04.     (N)    079 34 50.     (W)     SCALED    
 JW0791* NAVD 88     -       682.034  (meters)    2237.64   (feet)  ADJUSTED  
 JW0791  ___________________________________________________________________
 JW0791  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JW0791  DYNAMIC HT  -         681.568 (meters)    2236.11  (feet)  COMP
 JW0791  MODELED GRAV-     979,921.5   (mgal)                       NAVD 88
 JW0791
 JW0791  VERT ORDER  -  FIRST     CLASS II
 JW0791
 JW0791.The horizontal coordinates were scaled from a topographic map and have
 JW0791.an estimated accuracy of +/- 6 seconds.
 JW0791
 JW0791.The orthometric height was determined by differential leveling
 JW0791.and adjusted by the National Geodetic Survey in June 1991..
 JW0791
 JW0791.The geoid height was determined by GEOID03.
 JW0791
 JW0791.The dynamic height is computed by dividing the NAVD 88
 JW0791.geopotential number by the normal gravity value computed on the
 JW0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0791.degrees latitude (g = 980.6199 gals.).
 JW0791
 JW0791.The modeled gravity was interpolated from observed gravity values.
 JW0791
 JW0791;                    North         East    Units  Estimated Accuracy
 JW0791;SPC WV N     -   103,740.      593,070.      MT  (+/- 180 meters Scaled)
 JW0791
 JW0791                          SUPERSEDED SURVEY CONTROL
 JW0791
 JW0791  NGVD 29 (??/??/92)  682.182  (m)         2238.13   (f) ADJ UNCH    1 2
 JW0791
 JW0791.Superseded values are not recommended for survey control.
 JW0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0791.See file dsdata.txt to determine how the superseded data were derived.
 JW0791
 JW0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD221659(NAD 83)
 JW0791_MARKER: DB = BENCH MARK DISK
 JW0791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0791_SP_SET: SIGNAL TOWER
 JW0791_STAMPING: D 33 1935
 JW0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0791
 JW0791  HISTORY     - Date     Condition        Report By
 JW0791  HISTORY     - 1935     MONUMENTED       CGS
 JW0791
 JW0791                          STATION DESCRIPTION
 JW0791
 JW0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0791'4.7 MI SW FROM HOPEMONT.
 JW0791'4.7 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0791'THE STATION AT HOPEMONT, PRESTON COUNTY, 105 FEET SOUTH OF POLE
 JW0791'245+10, 9 FEET WEST OF THE CENTERLINE OF THE WEST TRACK, AT
 JW0791'OVERHEAD STEEL SIGNAL TOWER 245/3, IN THE CENTER OF THE TOP OF THE
 JW0791'WEST CONCRETE BASE, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 JW0791'DISK, STAMPED D 33 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2170 ***********************************************************************
 HY2170  DESIGNATION -  D 330
 HY2170  PID         -  HY2170
 HY2170  STATE/COUNTY-  WV/MASON
 HY2170  USGS QUAD   -  CHESHIRE (1989)
 HY2170
 HY2170                         *CURRENT SURVEY CONTROL
 HY2170  ___________________________________________________________________
 HY2170* NAD 83(1986)-  38 54 37.     (N)    082 06 59.     (W)     SCALED    
 HY2170* NAVD 88     -       180.966  (meters)     593.72   (feet)  ADJUSTED  
 HY2170  ___________________________________________________________________
 HY2170  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HY2170  DYNAMIC HT  -         180.852 (meters)     593.35  (feet)  COMP
 HY2170  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 HY2170
 HY2170  VERT ORDER  -  FIRST     CLASS II
 HY2170
 HY2170.The horizontal coordinates were scaled from a topographic map and have
 HY2170.an estimated accuracy of +/- 6 seconds.
 HY2170
 HY2170.The orthometric height was determined by differential leveling
 HY2170.and adjusted by the National Geodetic Survey in June 1991..
 HY2170
 HY2170.The geoid height was determined by GEOID03.
 HY2170
 HY2170.The dynamic height is computed by dividing the NAVD 88
 HY2170.geopotential number by the normal gravity value computed on the
 HY2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2170.degrees latitude (g = 980.6199 gals.).
 HY2170
 HY2170.The modeled gravity was interpolated from observed gravity values.
 HY2170
 HY2170;                    North         East    Units  Estimated Accuracy
 HY2170;SPC WV S     -   212,610.      503,170.      MT  (+/- 180 meters Scaled)
 HY2170
 HY2170                          SUPERSEDED SURVEY CONTROL
 HY2170
 HY2170.No superseded survey control is available for this station.
 HY2170
 HY2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD032074(NAD 83)
 HY2170_MARKER: I = METAL ROD
 HY2170_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HY2170_SP_SET: STAINLESS STEEL ROD
 HY2170_STAMPING: D 330 1984
 HY2170_MARK LOGO: NGS   
 HY2170_PROJECTION: FLUSH
 HY2170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2170_ROD/PIPE-DEPTH: 24.4 meters
 HY2170
 HY2170  HISTORY     - Date     Condition        Report By
 HY2170  HISTORY     - 1984     MONUMENTED       NGS
 HY2170
 HY2170                          STATION DESCRIPTION
 HY2170
 HY2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2170'8.0 KM (5.0 MI) NNE FROM POINT PLEASANT.
 HY2170'8.0 KM (5.0 MI) NORTH-NORTHEAST ALONG STATE HIGHWAY 62 FROM THE CITY
 HY2170'MUNICIPAL BUILDING IN POINT PLEASANT TO THE MARK ON THE RIGHT, AT THE
 HY2170'NATIONAL GUARD ARMORY, ON THE NORTHWEST SIDE OF THE CIRCULAR CONCRETE
 HY2170'BASE OF THE FLAG POLE, 52.42 METERS (172.0 FT) SOUTHEAST OF THE
 HY2170'CENTERLINE OF THE HIGHWAY, 3.80 METERS (12.4 FT) SOUTHWEST OF THE
 HY2170'SOUTHWEST EDGE OF THE SIDEWALK OF THE MAIN ENTRANCE TO THE BUILDING,
 HY2170'1.90 METERS (6.2 FT) NORTHWEST OF THE FLAG POLE.
 HY2170'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1831 ***********************************************************************
 JX1831  DESIGNATION -  D 331
 JX1831  PID         -  JX1831
 JX1831  STATE/COUNTY-  WV/WOOD
 JX1831  USGS QUAD   -  LUBECK (1994)
 JX1831
 JX1831                         *CURRENT SURVEY CONTROL
 JX1831  ___________________________________________________________________
 JX1831* NAD 83(1986)-  39 14 05.     (N)    081 37 55.     (W)     SCALED    
 JX1831* NAVD 88     -       226.846  (meters)     744.24   (feet)  ADJUSTED  
 JX1831  ___________________________________________________________________
 JX1831  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JX1831  DYNAMIC HT  -         226.704 (meters)     743.78  (feet)  COMP
 JX1831  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 JX1831
 JX1831  VERT ORDER  -  FIRST     CLASS II
 JX1831
 JX1831.The horizontal coordinates were scaled from a topographic map and have
 JX1831.an estimated accuracy of +/- 6 seconds.
 JX1831
 JX1831.The orthometric height was determined by differential leveling
 JX1831.and adjusted by the National Geodetic Survey in June 1991..
 JX1831
 JX1831.The geoid height was determined by GEOID03.
 JX1831
 JX1831.The dynamic height is computed by dividing the NAVD 88
 JX1831.geopotential number by the normal gravity value computed on the
 JX1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1831.degrees latitude (g = 980.6199 gals.).
 JX1831
 JX1831.The modeled gravity was interpolated from observed gravity values.
 JX1831
 JX1831;                    North         East    Units  Estimated Accuracy
 JX1831;SPC WV N     -    83,750.      415,950.      MT  (+/- 180 meters Scaled)
 JX1831
 JX1831                          SUPERSEDED SURVEY CONTROL
 JX1831
 JX1831.No superseded survey control is available for this station.
 JX1831
 JX1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD454430(NAD 83)
 JX1831_MARKER: I = METAL ROD
 JX1831_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1831_SP_SET: STAINLESS STEEL ROD
 JX1831_STAMPING: D 331 1984
 JX1831_MARK LOGO: NGS   
 JX1831_PROJECTION: FLUSH
 JX1831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1831_ROD/PIPE-DEPTH: 3.4  meters
 JX1831
 JX1831  HISTORY     - Date     Condition        Report By
 JX1831  HISTORY     - 1984     MONUMENTED       NGS
 JX1831
 JX1831                          STATION DESCRIPTION
 JX1831
 JX1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JX1831'IN LUBECK.
 JX1831'IN LUBECK, AT THE LUBECK FIRE DEPARTMENT, ALONG HIGHWAY 68, 27.43
 JX1831'METERS (90.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.20
 JX1831'METERS (13.8 FT) SOUTH OF THE SOUTH CORNER OF THE ENGINE HOUSE,
 JX1831'0.54 METER (1.8 FT) SOUTHWEST OF THE FLAG POLE.
 JX1831'THE MARK IS 1.52 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1759 ***********************************************************************
 JW1759  DESIGNATION -  D 334
 JW1759  PID         -  JW1759
 JW1759  STATE/COUNTY-  WV/PRESTON
 JW1759  USGS QUAD   -  BRANDONVILLE (1976)
 JW1759
 JW1759                         *CURRENT SURVEY CONTROL
 JW1759  ___________________________________________________________________
 JW1759* NAD 83(1986)-  39 39 25.     (N)    079 32 50.     (W)     SCALED    
 JW1759* NAVD 88     -       570.054  (meters)    1870.25   (feet)  ADJUSTED  
 JW1759  ___________________________________________________________________
 JW1759  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JW1759  DYNAMIC HT  -         569.695 (meters)    1869.07  (feet)  COMP
 JW1759  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 JW1759
 JW1759  VERT ORDER  -  FIRST     CLASS II
 JW1759
 JW1759.The horizontal coordinates were scaled from a topographic map and have
 JW1759.an estimated accuracy of +/- 6 seconds.
 JW1759
 JW1759.The orthometric height was determined by differential leveling
 JW1759.and adjusted by the National Geodetic Survey in April 1995..
 JW1759
 JW1759.The geoid height was determined by GEOID03.
 JW1759
 JW1759.The dynamic height is computed by dividing the NAVD 88
 JW1759.geopotential number by the normal gravity value computed on the
 JW1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1759.degrees latitude (g = 980.6199 gals.).
 JW1759
 JW1759.The modeled gravity was interpolated from observed gravity values.
 JW1759
 JW1759;                    North         East    Units  Estimated Accuracy
 JW1759;SPC WV N     -   128,440.      595,950.      MT  (+/- 180 meters Scaled)
 JW1759
 JW1759                          SUPERSEDED SURVEY CONTROL
 JW1759
 JW1759.No superseded survey control is available for this station.
 JW1759
 JW1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD246906(NAD 83)
 JW1759_MARKER: I = METAL ROD
 JW1759_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1759_SP_SET: STAINLESS STEEL ROD
 JW1759_STAMPING: D 334 1993
 JW1759_MARK LOGO: NGS   
 JW1759_PROJECTION: FLUSH
 JW1759_MAGNETIC: I = MARKER IS A STEEL ROD
 JW1759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1759+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1759_ROD/PIPE-DEPTH: 4.0  meters
 JW1759
 JW1759  HISTORY     - Date     Condition        Report By
 JW1759  HISTORY     - 1993     MONUMENTED       NGS
 JW1759
 JW1759                          STATION DESCRIPTION
 JW1759
 JW1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1759'12.4 KM (7.70 MI) WESTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1759'JUNCTION OF STATE HIGHWAY 42 IN FRIENDSVILLE, MARYLAND (EXIT 4), 29.4
 JW1759'M (96.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 JW1759'HIGHWAY, 27.7 M (90.9 FT) NORTHEAST OF THE NORTH END OF A CULVERT,
 JW1759'2.3 M (7.5 FT) EAST OF A FENCE CORNER, 1.2 M (3.9 FT) ABOVE THE LEVEL
 JW1759'OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND THE
 JW1759'MOST EASTERLY OF 3 BRACED FENCE POSTS.  NOTE--ACCESS TO THE DATUM
 JW1759'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1783 ***********************************************************************
 JW1783  DESIGNATION -  D 335
 JW1783  PID         -  JW1783
 JW1783  STATE/COUNTY-  WV/MONONGALIA
 JW1783  USGS QUAD   -  LAKE LYNN (1976)
 JW1783
 JW1783                         *CURRENT SURVEY CONTROL
 JW1783  ___________________________________________________________________
 JW1783* NAD 83(1986)-  39 40 14.     (N)    079 51 30.     (W)     SCALED    
 JW1783* NAVD 88     -       281.326  (meters)     922.98   (feet)  ADJUSTED  
 JW1783  ___________________________________________________________________
 JW1783  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JW1783  DYNAMIC HT  -         281.161 (meters)     922.44  (feet)  COMP
 JW1783  MODELED GRAV-     980,031.3   (mgal)                       NAVD 88
 JW1783
 JW1783  VERT ORDER  -  FIRST     CLASS II
 JW1783
 JW1783.The horizontal coordinates were scaled from a topographic map and have
 JW1783.an estimated accuracy of +/- 6 seconds.
 JW1783
 JW1783.The orthometric height was determined by differential leveling
 JW1783.and adjusted by the National Geodetic Survey in April 1995..
 JW1783
 JW1783.The geoid height was determined by GEOID03.
 JW1783
 JW1783.The dynamic height is computed by dividing the NAVD 88
 JW1783.geopotential number by the normal gravity value computed on the
 JW1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1783.degrees latitude (g = 980.6199 gals.).
 JW1783
 JW1783.The modeled gravity was interpolated from observed gravity values.
 JW1783
 JW1783;                    North         East    Units  Estimated Accuracy
 JW1783;SPC WV N     -   130,010.      569,260.      MT  (+/- 180 meters Scaled)
 JW1783
 JW1783                          SUPERSEDED SURVEY CONTROL
 JW1783
 JW1783.No superseded survey control is available for this station.
 JW1783
 JW1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND979918(NAD 83)
 JW1783_MARKER: DV = VERTICAL CONTROL DISK
 JW1783_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1783_SP_SET: BRIDGE ABUTMENT
 JW1783_STAMPING: D 335 1993
 JW1783_MARK LOGO: NGS   
 JW1783_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1783+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1783
 JW1783  HISTORY     - Date     Condition        Report By
 JW1783  HISTORY     - 1993     MONUMENTED       NGS
 JW1783
 JW1783                          STATION DESCRIPTION
 JW1783
 JW1783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1783'4.1 KM (2.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1783'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), IN TOP OF AND
 JW1783'1.3 M (4.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT
 JW1783'OF THE WESTBOUND HIGHWAY BRIDGE SPANNING CHEAT LAKE, AND 6.7 M (22.0
 JW1783'FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF
 JW1783'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1103 ***********************************************************************
 JX1103  DESIGNATION -  D 34
 JX1103  PID         -  JX1103
 JX1103  STATE/COUNTY-  WV/WOOD
 JX1103  USGS QUAD   -  PARKERSBURG (1994)
 JX1103
 JX1103                         *CURRENT SURVEY CONTROL
 JX1103  ___________________________________________________________________
 JX1103* NAD 83(1986)-  39 20 19.     (N)    081 33 00.     (W)     SCALED    
 JX1103* NAVD 88     -       185.062  (meters)     607.16   (feet)  ADJUSTED  
 JX1103  ___________________________________________________________________
 JX1103  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JX1103  DYNAMIC HT  -         184.948 (meters)     606.78  (feet)  COMP
 JX1103  MODELED GRAV-     980,006.5   (mgal)                       NAVD 88
 JX1103
 JX1103  VERT ORDER  -  SECOND    CLASS 0
 JX1103
 JX1103.The horizontal coordinates were scaled from a topographic map and have
 JX1103.an estimated accuracy of +/- 6 seconds.
 JX1103
 JX1103.The orthometric height was determined by differential leveling
 JX1103.and adjusted by the National Geodetic Survey in June 1991..
 JX1103
 JX1103.The geoid height was determined by GEOID03.
 JX1103
 JX1103.The dynamic height is computed by dividing the NAVD 88
 JX1103.geopotential number by the normal gravity value computed on the
 JX1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1103.degrees latitude (g = 980.6199 gals.).
 JX1103
 JX1103.The modeled gravity was interpolated from observed gravity values.
 JX1103
 JX1103;                    North         East    Units  Estimated Accuracy
 JX1103;SPC WV N     -    95,120.      423,290.      MT  (+/- 180 meters Scaled)
 JX1103
 JX1103                          SUPERSEDED SURVEY CONTROL
 JX1103
 JX1103  NGVD 29 (??/??/92)  185.242  (m)          607.75   (f) ADJ UNCH    2 0
 JX1103
 JX1103.Superseded values are not recommended for survey control.
 JX1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1103.See file dsdata.txt to determine how the superseded data were derived.
 JX1103
 JX1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD526544(NAD 83)
 JX1103_MARKER: DB = BENCH MARK DISK
 JX1103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1103_SP_SET: OVERPASS
 JX1103_STAMPING: D 34 1934
 JX1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1103
 JX1103  HISTORY     - Date     Condition        Report By
 JX1103  HISTORY     - 1934     MONUMENTED       CGS
 JX1103  HISTORY     - 1963     GOOD             NGS
 JX1103  HISTORY     - 1976     GOOD             NGS
 JX1103
 JX1103                          STATION DESCRIPTION
 JX1103
 JX1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX1103'AT VIENNA.
 JX1103'AT VIENNA, WOOD COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JX1103'1-1/2 POLES SOUTHWEST OF POLE 88+20, AT A PRIVATE-ROAD OVERPASS
 JX1103'885, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST SIDE, 7
 JX1103'FEET NORTHWEST OF THE NORTHWEST RAIL, AND ONE FOOT BELOW THE
 JX1103'TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 34 1934.
 JX1103
 JX1103                          STATION RECOVERY (1963)
 JX1103
 JX1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1103'RECOVERED IN GOOD CONDITION.
 JX1103
 JX1103                          STATION RECOVERY (1976)
 JX1103
 JX1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0254 ***********************************************************************
 GY0254  DESIGNATION -  D 34
 GY0254  PID         -  GY0254
 GY0254  STATE/COUNTY-  WV/MINGO
 GY0254  USGS QUAD   -  WILLIAMSON (1992)
 GY0254
 GY0254                         *CURRENT SURVEY CONTROL
 GY0254  ___________________________________________________________________
 GY0254* NAD 83(1986)-  37 39 49.     (N)    082 15 01.     (W)     SCALED    
 GY0254* NAVD 88     -       203.590  (meters)     667.94   (feet)  ADJUSTED  
 GY0254  ___________________________________________________________________
 GY0254  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GY0254  DYNAMIC HT  -         203.439 (meters)     667.45  (feet)  COMP
 GY0254  MODELED GRAV-     979,881.9   (mgal)                       NAVD 88
 GY0254
 GY0254  VERT ORDER  -  SECOND    CLASS 0
 GY0254
 GY0254.The horizontal coordinates were scaled from a topographic map and have
 GY0254.an estimated accuracy of +/- 6 seconds.
 GY0254
 GY0254.The orthometric height was determined by differential leveling
 GY0254.and adjusted by the National Geodetic Survey in June 1991..
 GY0254
 GY0254.The geoid height was determined by GEOID03.
 GY0254
 GY0254.The dynamic height is computed by dividing the NAVD 88
 GY0254.geopotential number by the normal gravity value computed on the
 GY0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0254.degrees latitude (g = 980.6199 gals.).
 GY0254
 GY0254.The modeled gravity was interpolated from observed gravity values.
 GY0254
 GY0254;                    North         East    Units  Estimated Accuracy
 GY0254;SPC WV S     -    74,400.      489,690.      MT  (+/- 180 meters Scaled)
 GY0254
 GY0254                          SUPERSEDED SURVEY CONTROL
 GY0254
 GY0254  NGVD 29 (??/??/92)  203.832  (m)          668.74   (f) ADJ UNCH    2 0
 GY0254
 GY0254.Superseded values are not recommended for survey control.
 GY0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0254.See file dsdata.txt to determine how the superseded data were derived.
 GY0254
 GY0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB897692(NAD 83)
 GY0254_MARKER: DB = BENCH MARK DISK
 GY0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0254_STAMPING: D 34 1935
 GY0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0254+STABILITY: SURFACE MOTION
 GY0254
 GY0254  HISTORY     - Date     Condition        Report By
 GY0254  HISTORY     - 1935     MONUMENTED       CGS
 GY0254
 GY0254                          STATION DESCRIPTION
 GY0254
 GY0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0254'2.2 MI E FROM WILLIAMSON.
 GY0254'2.2 MILES EAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE AT
 GY0254'WILLIAMSON, MINGO COUNTY, AT THE JUNCTION OF STATE HIGHWAY 49,
 GY0254'0.2 MILE NORTH OF THE NORFOLK AND WESTERN RAILWAY MAIN LINE, 2
 GY0254'RAILS NORTH OF THE CROSSING OF THE CINDERELLA BRANCH OF THE
 GY0254'NORFOLK AND WESTERN RAILWAY, 14-1/2 FEET WEST OF THE WEST RAIL,
 GY0254'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED D 34 1935 AND
 GY0254'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2241 ***********************************************************************
 GX2241  DESIGNATION -  D 35
 GX2241  PID         -  GX2241
 GX2241  STATE/COUNTY-  WV/LOGAN
 GX2241  USGS QUAD   -  LOGAN (1989)
 GX2241
 GX2241                         *CURRENT SURVEY CONTROL
 GX2241  ___________________________________________________________________
 GX2241* NAD 83(1986)-  37 46 55.     (N)    081 59 22.     (W)     SCALED    
 GX2241* NAVD 88     -       232.331  (meters)     762.24   (feet)  ADJUSTED  
 GX2241  ___________________________________________________________________
 GX2241  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GX2241  DYNAMIC HT  -         232.161 (meters)     761.68  (feet)  COMP
 GX2241  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 GX2241
 GX2241  VERT ORDER  -  SECOND    CLASS 0
 GX2241
 GX2241.The horizontal coordinates were scaled from a topographic map and have
 GX2241.an estimated accuracy of +/- 6 seconds.
 GX2241
 GX2241.The orthometric height was determined by differential leveling
 GX2241.and adjusted by the National Geodetic Survey in June 1991..
 GX2241
 GX2241.The geoid height was determined by GEOID03.
 GX2241
 GX2241.The dynamic height is computed by dividing the NAVD 88
 GX2241.geopotential number by the normal gravity value computed on the
 GX2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2241.degrees latitude (g = 980.6199 gals.).
 GX2241
 GX2241.The modeled gravity was interpolated from observed gravity values.
 GX2241
 GX2241;                    North         East    Units  Estimated Accuracy
 GX2241;SPC WV S     -    87,250.      512,840.      MT  (+/- 180 meters Scaled)
 GX2241
 GX2241                          SUPERSEDED SURVEY CONTROL
 GX2241
 GX2241  NGVD 29 (??/??/92)  232.551  (m)          762.96   (f) ADJ UNCH    2 0
 GX2241
 GX2241.Superseded values are not recommended for survey control.
 GX2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2241.See file dsdata.txt to determine how the superseded data were derived.
 GX2241
 GX2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB128820(NAD 83)
 GX2241_MARKER: DB = BENCH MARK DISK
 GX2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2241_STAMPING: D 35 1935
 GX2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2241+STABILITY: SURFACE MOTION
 GX2241
 GX2241  HISTORY     - Date     Condition        Report By
 GX2241  HISTORY     - 1935     MONUMENTED       CGS
 GX2241
 GX2241                          STATION DESCRIPTION
 GX2241
 GX2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2241'AT MICCO.
 GX2241'AT MICCO, LOGAN COUNTY, ON U.S. HIGHWAY 119, 0.2 MILE NORTH OF
 GX2241'AN OVERHEAD RUNWAY OF THE OMAR COAL CO., 60 YARDS SOUTH OF THE
 GX2241'CHESAPEAKE AND OHIO RAILWAY MILEPOST MJ 6, 55 YARDS SOUTH OF THE
 GX2241'SOUTHEAST CORNER OF THE JUNIOR MERCHANTILE CO. STORE, 48 FEET
 GX2241'EAST OF THE EAST RAIL OF THE MAIN TRACK, 25 FEET WEST OF THE
 GX2241'CENTERLINE OF THE HIGHWAY, 3 FEET NORTHWEST OF A TELEPHONE POLE,
 GX2241'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED D 35 1935
 GX2241'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2295 ***********************************************************************
 GX2295  DESIGNATION -  D 36
 GX2295  PID         -  GX2295
 GX2295  STATE/COUNTY-  WV/BOONE
 GX2295  USGS QUAD   -  CLOTHIER (1989)
 GX2295
 GX2295                         *CURRENT SURVEY CONTROL
 GX2295  ___________________________________________________________________
 GX2295* NAD 83(1986)-  37 58 20.     (N)    081 49 22.     (W)     SCALED    
 GX2295* NAVD 88     -       239.558  (meters)     785.95   (feet)  ADJUSTED  
 GX2295  ___________________________________________________________________
 GX2295  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GX2295  DYNAMIC HT  -         239.383 (meters)     785.38  (feet)  COMP
 GX2295  MODELED GRAV-     979,893.1   (mgal)                       NAVD 88
 GX2295
 GX2295  VERT ORDER  -  SECOND    CLASS 0
 GX2295
 GX2295.The horizontal coordinates were scaled from a topographic map and have
 GX2295.an estimated accuracy of +/- 6 seconds.
 GX2295
 GX2295.The orthometric height was determined by differential leveling
 GX2295.and adjusted by the National Geodetic Survey in June 1991..
 GX2295
 GX2295.The geoid height was determined by GEOID03.
 GX2295
 GX2295.The dynamic height is computed by dividing the NAVD 88
 GX2295.geopotential number by the normal gravity value computed on the
 GX2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2295.degrees latitude (g = 980.6199 gals.).
 GX2295
 GX2295.The modeled gravity was interpolated from observed gravity values.
 GX2295
 GX2295;                    North         East    Units  Estimated Accuracy
 GX2295;SPC WV S     -   108,230.      527,710.      MT  (+/- 180 meters Scaled)
 GX2295
 GX2295                          SUPERSEDED SURVEY CONTROL
 GX2295
 GX2295  NGVD 29 (??/??/92)  239.767  (m)          786.64   (f) ADJ UNCH    2 0
 GX2295
 GX2295.Superseded values are not recommended for survey control.
 GX2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2295.See file dsdata.txt to determine how the superseded data were derived.
 GX2295
 GX2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC277030(NAD 83)
 GX2295_MARKER: DB = BENCH MARK DISK
 GX2295_SETTING: 66 = SET IN ROCK OUTCROP
 GX2295_SP_SET: ROCK CUT
 GX2295_STAMPING: D 36 1935
 GX2295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2295+STABILITY: POSITION/ELEVATION WELL
 GX2295
 GX2295  HISTORY     - Date     Condition        Report By
 GX2295  HISTORY     - 1935     MONUMENTED       CGS
 GX2295  HISTORY     - 1957     GOOD             NGS
 GX2295  HISTORY     - 1958     GOOD             NGS
 GX2295  HISTORY     - 1973     GOOD             LOCENG
 GX2295
 GX2295                          STATION DESCRIPTION
 GX2295
 GX2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2295'AT JEFFERY.
 GX2295'ALONG THE CHESAPEAKE AND OHIO RAILWAY AT JEFFERY, 129 YARDS
 GX2295'NORTHEAST OF THE STATION SIGN JEFFERY, 103 YARDS NORTHEAST OF
 GX2295'THE CROSSING OF HEWETT ROAD (BLACKTOP), 87 FEET SOUTHWEST OF A
 GX2295'SMALL PUBLIC ROAD CROSSING, 13 1/2 FEET NORTHWEST OF THE NORTHWEST
 GX2295'RAIL, SET VERTICALLY IN THE SOUTHEAST FACE OF A 5 1/2 FOOT
 GX2295'LAYER OF ROCK AT THE BOTTOM OF A 12 FOOT HIGH CUT, ABOUT 2 1/2
 GX2295'FEET ABOVE THE GROUND AND 2 FEET ABOVE THE LEVEL OF THE TOP
 GX2295'OF THE RAIL.
 GX2295
 GX2295                          STATION RECOVERY (1958)
 GX2295
 GX2295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GX2295'RECOVERED IN GOOD CONDITION.
 GX2295
 GX2295                          STATION RECOVERY (1973)
 GX2295
 GX2295'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2113 ***********************************************************************
 HX2113  DESIGNATION -  D 37
 HX2113  PID         -  HX2113
 HX2113  STATE/COUNTY-  WV/KANAWHA
 HX2113  USGS QUAD   -  JULIAN (1976)
 HX2113
 HX2113                         *CURRENT SURVEY CONTROL
 HX2113  ___________________________________________________________________
 HX2113* NAD 83(1986)-  38 14 45.     (N)    081 48 21.     (W)     SCALED    
 HX2113* NAVD 88     -       193.427  (meters)     634.60   (feet)  ADJUSTED  
 HX2113  ___________________________________________________________________
 HX2113  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HX2113  DYNAMIC HT  -         193.291 (meters)     634.16  (feet)  COMP
 HX2113  MODELED GRAV-     979,920.4   (mgal)                       NAVD 88
 HX2113
 HX2113  VERT ORDER  -  SECOND    CLASS 0
 HX2113
 HX2113.The horizontal coordinates were scaled from a topographic map and have
 HX2113.an estimated accuracy of +/- 6 seconds.
 HX2113
 HX2113.The orthometric height was determined by differential leveling
 HX2113.and adjusted by the National Geodetic Survey in June 1991..
 HX2113
 HX2113.The geoid height was determined by GEOID03.
 HX2113
 HX2113.The dynamic height is computed by dividing the NAVD 88
 HX2113.geopotential number by the normal gravity value computed on the
 HX2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2113.degrees latitude (g = 980.6199 gals.).
 HX2113
 HX2113.The modeled gravity was interpolated from observed gravity values.
 HX2113
 HX2113;                    North         East    Units  Estimated Accuracy
 HX2113;SPC WV S     -   138,580.      529,470.      MT  (+/- 180 meters Scaled)
 HX2113
 HX2113                          SUPERSEDED SURVEY CONTROL
 HX2113
 HX2113  NGVD 29 (??/??/92)  193.636  (m)          635.29   (f) ADJ UNCH    2 0
 HX2113
 HX2113.Superseded values are not recommended for survey control.
 HX2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2113.See file dsdata.txt to determine how the superseded data were derived.
 HX2113
 HX2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC294333(NAD 83)
 HX2113_MARKER: DB = BENCH MARK DISK
 HX2113_SETTING: 66 = SET IN ROCK OUTCROP
 HX2113_SP_SET: ROCK OUTCROP
 HX2113_STAMPING: D 37 1935
 HX2113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2113+STABILITY: POSITION/ELEVATION WELL
 HX2113
 HX2113  HISTORY     - Date     Condition        Report By
 HX2113  HISTORY     - 1935     MONUMENTED       CGS
 HX2113  HISTORY     - 1957     MARK NOT FOUND   USGS
 HX2113  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 HX2113
 HX2113                          STATION DESCRIPTION
 HX2113
 HX2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2113'0.6 MI S FROM SPROUL.
 HX2113'0.6 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2113'STATION AT SPROUL, KANAWHA COUNTY, 12 RAILS SOUTH OF A DEPUE
 HX2113'YARD-LIMIT SIGN, 5 RAILS NORTH OF MILEPOST SA 16, IN THE TOP OF A
 HX2113'ROCK OUTCROP, 5-1/2 FEET EAST OF THE EAST RAIL, AND ABOUT ONE
 HX2113'FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED D 37 1935.
 HX2113
 HX2113                          STATION RECOVERY (1957)
 HX2113
 HX2113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HX2113'MARK NOT FOUND.
 HX2113
 HX2113                          STATION RECOVERY (1973)
 HX2113
 HX2113'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0467 ***********************************************************************
 HY0467  DESIGNATION -  D 38
 HY0467  PID         -  HY0467
 HY0467  STATE/COUNTY-  WV/PUTNAM
 HY0467  USGS QUAD   -  HURRICANE (1989)
 HY0467
 HY0467                         *CURRENT SURVEY CONTROL
 HY0467  ___________________________________________________________________
 HY0467* NAD 83(1986)-  38 25 55.     (N)    082 01 28.     (W)     SCALED    
 HY0467* NAVD 88     -       210.066  (meters)     689.19   (feet)  ADJUSTED  
 HY0467  ___________________________________________________________________
 HY0467  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY0467  DYNAMIC HT  -         209.922 (meters)     688.72  (feet)  COMP
 HY0467  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 HY0467
 HY0467  VERT ORDER  -  SECOND    CLASS 0
 HY0467
 HY0467.The horizontal coordinates were scaled from a topographic map and have
 HY0467.an estimated accuracy of +/- 6 seconds.
 HY0467
 HY0467.The orthometric height was determined by differential leveling
 HY0467.and adjusted by the National Geodetic Survey in June 1991..
 HY0467.WARNING-Repeat measurements at this control monument indicate possible
 HY0467.vertical movement.
 HY0467
 HY0467.The geoid height was determined by GEOID03.
 HY0467
 HY0467.The dynamic height is computed by dividing the NAVD 88
 HY0467.geopotential number by the normal gravity value computed on the
 HY0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0467.degrees latitude (g = 980.6199 gals.).
 HY0467
 HY0467.The modeled gravity was interpolated from observed gravity values.
 HY0467
 HY0467;                    North         East    Units  Estimated Accuracy
 HY0467;SPC WV S     -   159,430.      510,560.      MT  (+/- 180 meters Scaled)
 HY0467
 HY0467                          SUPERSEDED SURVEY CONTROL
 HY0467
 HY0467  NGVD 29 (??/??/92)  210.253  (m)          689.81   (f) ADJ UNCH    2 0
 HY0467
 HY0467.Superseded values are not recommended for survey control.
 HY0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0467.See file dsdata.txt to determine how the superseded data were derived.
 HY0467
 HY0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC105542(NAD 83)
 HY0467_MARKER: DB = BENCH MARK DISK
 HY0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0467_STAMPING: D 38 1935
 HY0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0467+STABILITY: SURFACE MOTION
 HY0467
 HY0467  HISTORY     - Date     Condition        Report By
 HY0467  HISTORY     - 1935     MONUMENTED       CGS
 HY0467  HISTORY     - 1956     GOOD             NGS
 HY0467
 HY0467                          STATION DESCRIPTION
 HY0467
 HY0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0467'AT HURRICANE.
 HY0467'AT HURRICANE, ALONG THE CHESAPEAKE AND OHIO RAILWAY, 62 1/2
 HY0467'FEET EAST OF THE NORTHEAST CORNER OF STATION, 60 1/2 FEET
 HY0467'EAST-NORTHEAST OF SOUTHEAST CORNER OF STATION, 34 1/2 FEET
 HY0467'SOUTH OF SOUTH RAIL OF SOUTH TRACK, 18 1/2 FEET NORTHEAST OF
 HY0467'POWER POLE NO. 723/98, IN THE CENTER AND ABOUT 15 FEET WEST OF
 HY0467'EAST END OF RAILROAD PARK, 16 FEET EAST OF A FIRE HYDRANT, 1 FOOT
 HY0467'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF
 HY0467'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2143 ***********************************************************************
 HX2143  DESIGNATION -  D 39
 HX2143  PID         -  HX2143
 HX2143  STATE/COUNTY-  WV/BOONE
 HX2143  USGS QUAD   -  RACINE (1976)
 HX2143
 HX2143                         *CURRENT SURVEY CONTROL
 HX2143  ___________________________________________________________________
 HX2143* NAD 83(1986)-  38 11 56.     (N)    081 43 14.     (W)     SCALED    
 HX2143* NAVD 88     -       196.828  (meters)     645.76   (feet)  ADJUSTED  
 HX2143  ___________________________________________________________________
 HX2143  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HX2143  DYNAMIC HT  -         196.688 (meters)     645.30  (feet)  COMP
 HX2143  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 HX2143
 HX2143  VERT ORDER  -  SECOND    CLASS 0
 HX2143
 HX2143.The horizontal coordinates were scaled from a topographic map and have
 HX2143.an estimated accuracy of +/- 6 seconds.
 HX2143
 HX2143.The orthometric height was determined by differential leveling
 HX2143.and adjusted by the National Geodetic Survey in June 1991..
 HX2143
 HX2143.The geoid height was determined by GEOID03.
 HX2143
 HX2143.The dynamic height is computed by dividing the NAVD 88
 HX2143.geopotential number by the normal gravity value computed on the
 HX2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2143.degrees latitude (g = 980.6199 gals.).
 HX2143
 HX2143.The modeled gravity was interpolated from observed gravity values.
 HX2143
 HX2143;                    North         East    Units  Estimated Accuracy
 HX2143;SPC WV S     -   133,310.      536,890.      MT  (+/- 180 meters Scaled)
 HX2143
 HX2143                          SUPERSEDED SURVEY CONTROL
 HX2143
 HX2143  NGVD 29 (??/??/92)  197.035  (m)          646.44   (f) ADJ UNCH    2 0
 HX2143
 HX2143.Superseded values are not recommended for survey control.
 HX2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2143.See file dsdata.txt to determine how the superseded data were derived.
 HX2143
 HX2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC369281(NAD 83)
 HX2143_MARKER: DB = BENCH MARK DISK
 HX2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2143_STAMPING: D 39 1935
 HX2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2143+STABILITY: SURFACE MOTION
 HX2143
 HX2143  HISTORY     - Date     Condition        Report By
 HX2143  HISTORY     - 1935     MONUMENTED       CGS
 HX2143
 HX2143                          STATION DESCRIPTION
 HX2143
 HX2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2143'1.8 MI N FROM ASHFORD.
 HX2143'1.8 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2143'STATION AT ASHFORD, 0.2 MILE SOUTH OF MILEPOST S 7, 0.1 MILE NORTH
 HX2143'OF THE NORTH END OF BRIDGE 73, 55 YARDS SOUTHEAST OF A WHISTLE
 HX2143'SIGNAL, 15 FEET EAST OF THE EAST RAIL, 26 YARDS EAST OF AND ACROSS
 HX2143'THE TRACK FROM A FENCE LINE, 23 YARDS WEST OF THE CENTERLINE
 HX2143'OF A DIRT ROAD, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 HX2143'DISK, STAMPED D 39 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0548 ***********************************************************************
 HX0548  DESIGNATION -  D 4
 HX0548  PID         -  HX0548
 HX0548  STATE/COUNTY-  WV/POCAHONTAS
 HX0548  USGS QUAD   -  MARLINTON (1995)
 HX0548
 HX0548                         *CURRENT SURVEY CONTROL
 HX0548  ___________________________________________________________________
 HX0548* NAD 83(1986)-  38 13 04.     (N)    080 05 49.     (W)     SCALED    
 HX0548* NAVD 88     -       647.803  (meters)    2125.33   (feet)  ADJUSTED  
 HX0548  ___________________________________________________________________
 HX0548  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX0548  DYNAMIC HT  -         647.284 (meters)    2123.63  (feet)  COMP
 HX0548  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 HX0548
 HX0548  VERT ORDER  -  FIRST     CLASS II
 HX0548
 HX0548.The horizontal coordinates were scaled from a topographic map and have
 HX0548.an estimated accuracy of +/- 6 seconds.
 HX0548
 HX0548.The orthometric height was determined by differential leveling
 HX0548.and adjusted by the National Geodetic Survey in June 1991..
 HX0548
 HX0548.The geoid height was determined by GEOID03.
 HX0548
 HX0548.The dynamic height is computed by dividing the NAVD 88
 HX0548.geopotential number by the normal gravity value computed on the
 HX0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0548.degrees latitude (g = 980.6199 gals.).
 HX0548
 HX0548.The modeled gravity was interpolated from observed gravity values.
 HX0548
 HX0548;                    North         East    Units  Estimated Accuracy
 HX0548;SPC WV S     -   135,550.      679,080.      MT  (+/- 180 meters Scaled)
 HX0548
 HX0548                          SUPERSEDED SURVEY CONTROL
 HX0548
 HX0548  NGVD 29 (??/??/92)  647.882  (m)         2125.59   (f) ADJ UNCH    1 2
 HX0548
 HX0548.Superseded values are not recommended for survey control.
 HX0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0548.See file dsdata.txt to determine how the superseded data were derived.
 HX0548
 HX0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC790303(NAD 83)
 HX0548_MARKER: DB = BENCH MARK DISK
 HX0548_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HX0548_STAMPING: D 4 1933
 HX0548_MARK LOGO: CGS   
 HX0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX0548+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 HX0548
 HX0548  HISTORY     - Date     Condition        Report By
 HX0548  HISTORY     - 1933     MONUMENTED       CGS
 HX0548  HISTORY     - 1983     GOOD             NGS
 HX0548  HISTORY     - 20050806 GOOD             GEOCAC
 HX0548
 HX0548                          STATION DESCRIPTION
 HX0548
 HX0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX0548'0.4 MI S FROM MARLINTON.
 HX0548'0.4 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX0548'STATION AT MARLINTON, POCAHONTAS COUNTY, 0.3 MILE SOUTH OF
 HX0548'MILEPOST 56, AT BRIDGE 55.7, IN THE TOP OF THE SOUTH END OF THE
 HX0548'WEST BRIDGE SEAT, 5 YARDS WEST OF THE WEST RAIL, AND ABOUT 7
 HX0548'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED D 4 1933.
 HX0548
 HX0548                          STATION RECOVERY (1983)
 HX0548
 HX0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0548'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO IN 1983 DUE TO NEW
 HX0548'LINE ROUTE.
 HX0548
 HX0548                          STATION RECOVERY (2005)
 HX0548
 HX0548'RECOVERY NOTE BY GEOCACHING 2005 (KAG)
 HX0548'THE RAIL HAS BEEN PULLED AND THE THROUGHWAY IS NOW THE GREENBRIAR
 HX0548'RIVER TRAIL. THE DISK ITSELF IS IN GOOD CONDITION BUT DID NOT HAVE THE
 HX0548'EQUIPMENT NECESSARY TO CONFIRM THE NGS'S 1983 ASSERTION THAT THE MARK
 HX0548'WAS OUT OF LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2341 ***********************************************************************
 GX2341  DESIGNATION -  D 40
 GX2341  PID         -  GX2341
 GX2341  STATE/COUNTY-  WV/BOONE
 GX2341  USGS QUAD   -  WHITESVILLE (1988)
 GX2341
 GX2341                         *CURRENT SURVEY CONTROL
 GX2341  ___________________________________________________________________
 GX2341* NAD 83(1986)-  37 59 26.     (N)    081 32 35.     (W)     SCALED    
 GX2341* NAVD 88     -       247.445  (meters)     811.83   (feet)  ADJUSTED  
 GX2341  ___________________________________________________________________
 GX2341  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GX2341  DYNAMIC HT  -         247.262 (meters)     811.23  (feet)  COMP
 GX2341  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 GX2341
 GX2341  VERT ORDER  -  SECOND    CLASS 0
 GX2341
 GX2341.The horizontal coordinates were scaled from a topographic map and have
 GX2341.an estimated accuracy of +/- 6 seconds.
 GX2341
 GX2341.The orthometric height was determined by differential leveling
 GX2341.and adjusted by the National Geodetic Survey in June 1991..
 GX2341
 GX2341.The geoid height was determined by GEOID03.
 GX2341
 GX2341.The dynamic height is computed by dividing the NAVD 88
 GX2341.geopotential number by the normal gravity value computed on the
 GX2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2341.degrees latitude (g = 980.6199 gals.).
 GX2341
 GX2341.The modeled gravity was interpolated from observed gravity values.
 GX2341
 GX2341;                    North         East    Units  Estimated Accuracy
 GX2341;SPC WV S     -   110,080.      552,300.      MT  (+/- 180 meters Scaled)
 GX2341
 GX2341                          SUPERSEDED SURVEY CONTROL
 GX2341
 GX2341  NGVD 29 (??/??/92)  247.644  (m)          812.48   (f) ADJ UNCH    2 0
 GX2341
 GX2341.Superseded values are not recommended for survey control.
 GX2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2341.See file dsdata.txt to determine how the superseded data were derived.
 GX2341
 GX2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC523049(NAD 83)
 GX2341_MARKER: DB = BENCH MARK DISK
 GX2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2341_STAMPING: D 40 1935
 GX2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2341+STABILITY: SURFACE MOTION
 GX2341
 GX2341  HISTORY     - Date     Condition        Report By
 GX2341  HISTORY     - 1935     MONUMENTED       CGS
 GX2341  HISTORY     - 1958     GOOD             NGS
 GX2341  HISTORY     - 1973     GOOD             LOCENG
 GX2341
 GX2341                          STATION DESCRIPTION
 GX2341
 GX2341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2341'0.9 MI NW FROM WHITESVILLE.
 GX2341'ABOUT 0.9 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX2341'FROM THE STATION AT WHITESVILLE, 0.3 MILE NORTH OF MILE POST
 GX2341'34, 0.25 MILE SOUTH OF ELK RUN JUNCTION SIGN, 135 YARDS SOUTH
 GX2341'OF THE SOUTH END OF BRIDGE 336 OVER COAL RIVER, 61 FEET EAST OF
 GX2341'THE EAST RAIL OF THE MAIN TRACK, 6.8 FEET SOUTHEAST OF THE SOUTHEA
 GX2341'RAIL OF SPUR TRACK, 22 FEET NORTH OF THE NORTHWEST CORNER OF
 GX2341'HOUSE NO. 16, AND 3.3 FEET EAST OF BEING IN LINE WITH THE WEST
 GX2341'FACE, 31 FEET EAST OF A STEEL WITNESS POST, ABOUT 4 FEET BELOW
 GX2341'THE LEVEL OF THE MAIN TRACK, AND SET IN THE TOP OF A CONCRETE
 GX2341'POST PROJECTING 3 INCHES.
 GX2341
 GX2341                          STATION RECOVERY (1973)
 GX2341
 GX2341'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2341'SPUR RAIL NOW GONE, MARK IS 23 FT. EAST OF A GAS VENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3175 ***********************************************************************
 GX3175  DESIGNATION -  D 41 RESET 1977
 GX3175  PID         -  GX3175
 GX3175  STATE/COUNTY-  WV/RALEIGH
 GX3175  USGS QUAD   -  BECKLEY (1989)
 GX3175
 GX3175                         *CURRENT SURVEY CONTROL
 GX3175  ___________________________________________________________________
 GX3175* NAD 83(1986)-  37 47 16.     (N)    081 12 13.     (W)     SCALED    
 GX3175* NAVD 88     -       766.92   (+/-2cm)    2516.1    (feet)  VERTCON   
 GX3175  ___________________________________________________________________
 GX3175  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX3175
 GX3175  VERT ORDER  -  THIRD (See Below)
 GX3175
 GX3175.The horizontal coordinates were scaled from a topographic map and have
 GX3175.an estimated accuracy of +/- 6 seconds.
 GX3175
 GX3175.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3175.The vertical order pertains to the NGVD 29 superseded value.
 GX3175
 GX3175.The geoid height was determined by GEOID03.
 GX3175
 GX3175;                    North         East    Units  Estimated Accuracy
 GX3175;SPC WV S     -    87,450.      582,070.      MT  (+/- 180 meters Scaled)
 GX3175
 GX3175                          SUPERSEDED SURVEY CONTROL
 GX3175
 GX3175  NGVD 29 (09/25/03)  767.08   (m)         2516.7    (f) RESET       3  
 GX3175
 GX3175.Superseded values are not recommended for survey control.
 GX3175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3175.See file dsdata.txt to determine how the superseded data were derived.
 GX3175
 GX3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB820822(NAD 83)
 GX3175_MARKER: DB = BENCH MARK DISK
 GX3175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX3175_SP_SET: BUILDING
 GX3175_STAMPING: D 41 RESET 1977
 GX3175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3175
 GX3175  HISTORY     - Date     Condition        Report By
 GX3175  HISTORY     - 1977     MONUMENTED       NGS
 GX3175
 GX3175                          STATION DESCRIPTION
 GX3175
 GX3175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GX3175'1.0 MI NW FROM BECKLEY.
 GX3175'0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH
 GX3175'THE WEST VIRGINIA TURNPIKE AT BECKLEY EXIT, 100 YARDS SOUTH OF A
 GX3175'A AND P MARKET, 100 YARDS WEST OF THE BECKLEY GENERAL HOSPITAL,
 GX3175'48 FEET SOUTHWEST OF THE CENTER STATE HIGHWAY 3, 20 FEET SOUTHEAST
 GX3175'OF THE CENTER OF A PAVED ROAD, 9 FEET NORTHEAST OF A POWERLINE POLE
 GX3175'NUMBERED 824A453, 4 FEET NORTHWEST OF A CURB ALONG THE NORTHWEST
 GX3175'SIDE OF A ENTRANCE TO A BURGER SHEF RESTAURANT, 4 FEET SOUTHEAST
 GX3175'OF THE WEST CORNER OF THE CONCRETE BUILDING, 3.3 FEET NORTHWEST OF
 GX3175'THE SOUTH CORNER OF THE BUILDING, IN THE WEST EDGE OF THE 8-FOOT
 GX3175'SQUARE CONCRETE ROOF OF THE BUILDING WHICH IS OWNED BY THE BURGER
 GX3175'SHEF.
 GX3175'THE MARK IS 2 FT ABOVE STATE HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0641 ***********************************************************************
 GX0641  DESIGNATION -  D 42
 GX0641  PID         -  GX0641
 GX0641  STATE/COUNTY-  WV/SUMMERS
 GX0641  USGS QUAD   -  HINTON (1976)
 GX0641
 GX0641                         *CURRENT SURVEY CONTROL
 GX0641  ___________________________________________________________________
 GX0641* NAD 83(1986)-  37 40 30.     (N)    080 53 33.     (W)     SCALED    
 GX0641* NAVD 88     -       442.456  (meters)    1451.62   (feet)  ADJUSTED  
 GX0641  ___________________________________________________________________
 GX0641  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0641  DYNAMIC HT  -         442.097 (meters)    1450.45  (feet)  COMP
 GX0641  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 GX0641
 GX0641  VERT ORDER  -  FIRST     CLASS II
 GX0641
 GX0641.The horizontal coordinates were scaled from a topographic map and have
 GX0641.an estimated accuracy of +/- 6 seconds.
 GX0641
 GX0641.The orthometric height was determined by differential leveling
 GX0641.and adjusted by the National Geodetic Survey in June 1991..
 GX0641
 GX0641.The geoid height was determined by GEOID03.
 GX0641
 GX0641.The dynamic height is computed by dividing the NAVD 88
 GX0641.geopotential number by the normal gravity value computed on the
 GX0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0641.degrees latitude (g = 980.6199 gals.).
 GX0641
 GX0641.The modeled gravity was interpolated from observed gravity values.
 GX0641
 GX0641;                    North         East    Units  Estimated Accuracy
 GX0641;SPC WV S     -    74,920.      609,480.      MT  (+/- 180 meters Scaled)
 GX0641
 GX0641                          SUPERSEDED SURVEY CONTROL
 GX0641
 GX0641  NGVD 29 (??/??/92)  442.628  (m)         1452.19   (f) ADJ UNCH    1 2
 GX0641
 GX0641.Superseded values are not recommended for survey control.
 GX0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0641.See file dsdata.txt to determine how the superseded data were derived.
 GX0641
 GX0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB094697(NAD 83)
 GX0641_MARKER: DB = BENCH MARK DISK
 GX0641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0641_SP_SET: BUILDING
 GX0641_STAMPING: D 42 1935
 GX0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0641
 GX0641  HISTORY     - Date     Condition        Report By
 GX0641  HISTORY     - 1935     MONUMENTED       CGS
 GX0641  HISTORY     - 1960     GOOD             NGS
 GX0641
 GX0641                          STATION DESCRIPTION
 GX0641
 GX0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX0641'AT HINTON.
 GX0641'AT HINTON, AT THE INTERSECTION OF TEMPLE STREET AND SECOND
 GX0641'AVENUE, SET VERTICALLY IN THE NORTHWEST FACE OF BLACK GLASS
 GX0641'COVERED PART OF THREE STORY BRICK BUILDING (FORMERLY BANK BUILDING
 GX0641'AND NOW OCCUPIED BY STORES AND ELKS HALL), 12.8 FEET SOUTHEAST
 GX0641'OF SOUTHEAST CURB OF THE STREET, 17 1/2 FEET SOUTHWEST OF SOUTHWEST
 GX0641'CURB OF THE AVENUE, 42 1/2 FEET NORTHEAST OF WEST CORNER OF
 GX0641'BUILDING AND 3.3 FEET ABOVE LEVEL OF SIDE WALK.  NOTE-- ACCESS
 GX0641'TO MARK IS THRU A HOLE CUT IN THE BLACK GLASS COVERING BRICK
 GX0641'WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1147 ***********************************************************************
 GX1147  DESIGNATION -  D 43
 GX1147  PID         -  GX1147
 GX1147  STATE/COUNTY-  WV/RALEIGH
 GX1147  USGS QUAD   -  RHODELL (1976)
 GX1147
 GX1147                         *CURRENT SURVEY CONTROL
 GX1147  ___________________________________________________________________
 GX1147* NAD 83(1986)-  37 37 06.     (N)    081 18 59.     (W)     SCALED    
 GX1147* NAVD 88     -       494.898  (meters)    1623.68   (feet)  ADJUSTED  
 GX1147  ___________________________________________________________________
 GX1147  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1147  DYNAMIC HT  -         494.493 (meters)    1622.35  (feet)  COMP
 GX1147  MODELED GRAV-     979,797.0   (mgal)                       NAVD 88
 GX1147
 GX1147  VERT ORDER  -  SECOND    CLASS 0
 GX1147
 GX1147.The horizontal coordinates were scaled from a topographic map and have
 GX1147.an estimated accuracy of +/- 6 seconds.
 GX1147
 GX1147.The orthometric height was determined by differential leveling
 GX1147.and adjusted by the National Geodetic Survey in June 1991..
 GX1147
 GX1147.The geoid height was determined by GEOID03.
 GX1147
 GX1147.The dynamic height is computed by dividing the NAVD 88
 GX1147.geopotential number by the normal gravity value computed on the
 GX1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1147.degrees latitude (g = 980.6199 gals.).
 GX1147
 GX1147.The modeled gravity was interpolated from observed gravity values.
 GX1147
 GX1147;                    North         East    Units  Estimated Accuracy
 GX1147;SPC WV S     -    68,680.      572,070.      MT  (+/- 180 meters Scaled)
 GX1147
 GX1147                          SUPERSEDED SURVEY CONTROL
 GX1147
 GX1147  NGVD 29 (??/??/92)  495.05   (m)         1624.2    (f) COMPUTED    2 0
 GX1147
 GX1147.Superseded values are not recommended for survey control.
 GX1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1147.See file dsdata.txt to determine how the superseded data were derived.
 GX1147
 GX1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB720635(NAD 83)
 GX1147_MARKER: DB = BENCH MARK DISK
 GX1147_SETTING: 66 = SET IN ROCK OUTCROP
 GX1147_SP_SET: ROCK OUTCROP
 GX1147_STAMPING: D 43 1935
 GX1147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1147+STABILITY: POSITION/ELEVATION WELL
 GX1147
 GX1147  HISTORY     - Date     Condition        Report By
 GX1147  HISTORY     - 1935     MONUMENTED       CGS
 GX1147  HISTORY     - 1960     MARK NOT FOUND   NGS
 GX1147
 GX1147                          STATION DESCRIPTION
 GX1147
 GX1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1147'1.4 MI S FROM HELEN.
 GX1147'1.4 MILES SOUTH ALONG THE VIRGINIAN RAILWAY FROM THE STATION AT
 GX1147'HELEN, 15 RAILS NORTH OF MILEPOST 9, 15.6 FEET WEST OF THE WEST
 GX1147'RAIL, IN A ROCK OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 GX1147'A STANDARD DISK, STAMPED D 43 1935 AND SET VERTICALLY.  NOTE--
 GX1147'IT APPEARS THAT SOME ROCK HAS BEEN REMOVED FROM DESCRIBED AREA
 GX1147'AND THE MARK POSSIBLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2027 ***********************************************************************
 GX2027  DESIGNATION -  D 44
 GX2027  PID         -  GX2027
 GX2027  STATE/COUNTY-  WV/MCDOWELL
 GX2027  USGS QUAD   -  WELCH (1976)
 GX2027
 GX2027                         *CURRENT SURVEY CONTROL
 GX2027  ___________________________________________________________________
 GX2027* NAD 83(1986)-  37 28 06.     (N)    081 32 28.     (W)     SCALED    
 GX2027* NAVD 88     -       535.847  (meters)    1758.02   (feet)  ADJUSTED  
 GX2027  ___________________________________________________________________
 GX2027  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX2027  DYNAMIC HT  -         535.411 (meters)    1756.59  (feet)  COMP
 GX2027  MODELED GRAV-     979,799.7   (mgal)                       NAVD 88
 GX2027
 GX2027  VERT ORDER  -  SECOND    CLASS 0
 GX2027
 GX2027.The horizontal coordinates were scaled from a topographic map and have
 GX2027.an estimated accuracy of +/- 6 seconds.
 GX2027
 GX2027.The orthometric height was determined by differential leveling
 GX2027.and adjusted by the National Geodetic Survey in June 1991..
 GX2027
 GX2027.The geoid height was determined by GEOID03.
 GX2027
 GX2027.The dynamic height is computed by dividing the NAVD 88
 GX2027.geopotential number by the normal gravity value computed on the
 GX2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2027.degrees latitude (g = 980.6199 gals.).
 GX2027
 GX2027.The modeled gravity was interpolated from observed gravity values.
 GX2027
 GX2027;                    North         East    Units  Estimated Accuracy
 GX2027;SPC WV S     -    52,120.      552,130.      MT  (+/- 180 meters Scaled)
 GX2027
 GX2027                          SUPERSEDED SURVEY CONTROL
 GX2027
 GX2027  NGVD 29 (??/??/92)  536.019  (m)         1758.59   (f) ADJ UNCH    2 0
 GX2027
 GX2027.Superseded values are not recommended for survey control.
 GX2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2027.See file dsdata.txt to determine how the superseded data were derived.
 GX2027
 GX2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB521469(NAD 83)
 GX2027_MARKER: DB = BENCH MARK DISK
 GX2027_SETTING: 66 = SET IN ROCK OUTCROP
 GX2027_SP_SET: ROCK CUT
 GX2027_STAMPING: D 44 1935
 GX2027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2027+STABILITY: POSITION/ELEVATION WELL
 GX2027
 GX2027  HISTORY     - Date     Condition        Report By
 GX2027  HISTORY     - 1935     MONUMENTED       CGS
 GX2027  HISTORY     - 1958     GOOD             NGS
 GX2027
 GX2027                          STATION DESCRIPTION
 GX2027
 GX2027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2027'4.9 MI N FROM WELCH.
 GX2027'4.9 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 GX2027'WELCH, ABOUT 2.5 MILES NORTH OF THE WELCH ELEMENTARY SCHOOL,
 GX2027'0.15 MILE SOUTH OF A CONCRETE BLOCK CHURCH ON THE WEST SIDE OF
 GX2027'THE HIGHWAY, ABOUT 1.5 MILES SOUTH OF THE MCDOWELL  - WYOMING
 GX2027'COUNTY LINE, ABOUT 132 YARDS SOUTH OF A GAS WELL THAT IS DRILLED
 GX2027'IN THE CENTER LINE OF THE FORMER HIGHWAY, 30 FEET EAST OF THE
 GX2027'CENTER LINE OF THE FORMER HIGHWAY, SET VERTICALLY IN THE WEST
 GX2027'FACE OF A ROCK 4-FOOT LONG AND 1 1/2-FOOT HIGH THAT IS PART OF
 GX2027'A ROCK CLIFF, 57 FEET NORTHEAST AND ACROSS THE OLD HIGHWAY FROM
 GX2027'POWER LINE POLE 48-24, 45 FEET SOUTH OF THE CENTER LINE OF A
 GX2027'SMALL RAVINE THAT LEADS EAST AWAY FROM THE HIGHWAY, 1/2 FOOT ABOVE THE
 GX2027'GROUND AND ABOUT 50 FEET ABOVE THE NEW HIGHWAY.  NOTE-- THE
 GX2027'OLD HIGHWAY GRADE IS ON EAST SIDE OF PRESENT HIGHWAY AND MARK
 GX2027'IS ALMOST DIRECTLY ACROSS NEW AND OLD HIGHWAY FROM KOUNTRY
 GX2027'KITCHEN CAFE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2207 ***********************************************************************
 GX2207  DESIGNATION -  D 45
 GX2207  PID         -  GX2207
 GX2207  STATE/COUNTY-  WV/LOGAN
 GX2207  USGS QUAD   -  MALLORY (1976)
 GX2207
 GX2207                         *CURRENT SURVEY CONTROL
 GX2207  ___________________________________________________________________
 GX2207* NAD 83(1986)-  37 43 50.     (N)    081 47 53.     (W)     SCALED    
 GX2207* NAVD 88     -       264.544  (meters)     867.92   (feet)  ADJUSTED  
 GX2207  ___________________________________________________________________
 GX2207  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX2207  DYNAMIC HT  -         264.344 (meters)     867.27  (feet)  COMP
 GX2207  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 GX2207
 GX2207  VERT ORDER  -  SECOND    CLASS 0
 GX2207
 GX2207.The horizontal coordinates were scaled from a topographic map and have
 GX2207.an estimated accuracy of +/- 6 seconds.
 GX2207
 GX2207.The orthometric height was determined by differential leveling
 GX2207.and adjusted by the National Geodetic Survey in June 1991..
 GX2207
 GX2207.The geoid height was determined by GEOID03.
 GX2207
 GX2207.The dynamic height is computed by dividing the NAVD 88
 GX2207.geopotential number by the normal gravity value computed on the
 GX2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2207.degrees latitude (g = 980.6199 gals.).
 GX2207
 GX2207.The modeled gravity was interpolated from observed gravity values.
 GX2207
 GX2207;                    North         East    Units  Estimated Accuracy
 GX2207;SPC WV S     -    81,390.      529,650.      MT  (+/- 180 meters Scaled)
 GX2207
 GX2207                          SUPERSEDED SURVEY CONTROL
 GX2207
 GX2207  NGVD 29 (??/??/92)  264.743  (m)          868.58   (f) ADJ UNCH    2 0
 GX2207
 GX2207.Superseded values are not recommended for survey control.
 GX2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2207.See file dsdata.txt to determine how the superseded data were derived.
 GX2207
 GX2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB296762(NAD 83)
 GX2207_MARKER: DB = BENCH MARK DISK
 GX2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2207_STAMPING: D 45 1935
 GX2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2207+STABILITY: SURFACE MOTION
 GX2207
 GX2207  HISTORY     - Date     Condition        Report By
 GX2207  HISTORY     - 1935     MONUMENTED       CGS
 GX2207  HISTORY     - 1957     GOOD             NGS
 GX2207  HISTORY     - 20030131 MARK NOT FOUND   INDIV
 GX2207
 GX2207                          STATION DESCRIPTION
 GX2207
 GX2207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2207'2.8 MI E FROM MALLORY.
 GX2207'2.8 MILES EAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 GX2207'MALLORY, LOGAN COUNTY, 0.15 MILE EAST OF A BRIDGE OVER HUFF CREEK,
 GX2207'12 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 3 FEET
 GX2207'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 45 1935 AND
 GX2207'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN
 GX2207'FEBRUARY 1954 THAT THE MARK IS IN GOOD CONDITION, BUT VANCES STORE
 GX2207'IS BUILT OVER IT.
 GX2207
 GX2207                          STATION RECOVERY (2003)
 GX2207
 GX2207'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2207'LOCAL SAID VANCE'S STORE BULDOZED YEARS AGO DIFFERENT BUILDINGS THERE
 GX2207'NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0110 ***********************************************************************
 GY0110  DESIGNATION -  D 47
 GY0110  PID         -  GY0110
 GY0110  STATE/COUNTY-  WV/MINGO
 GY0110  USGS QUAD   -  MATEWAN (1992)
 GY0110
 GY0110                         *CURRENT SURVEY CONTROL
 GY0110  ___________________________________________________________________
 GY0110* NAD 83(1986)-  37 37 23.     (N)    082 09 56.     (W)     SCALED    
 GY0110* NAVD 88     -       213.385  (meters)     700.08   (feet)  ADJUSTED  
 GY0110  ___________________________________________________________________
 GY0110  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GY0110  DYNAMIC HT  -         213.226 (meters)     699.56  (feet)  COMP
 GY0110  MODELED GRAV-     979,877.1   (mgal)                       NAVD 88
 GY0110
 GY0110  VERT ORDER  -  SECOND    CLASS 0
 GY0110
 GY0110.The horizontal coordinates were scaled from a topographic map and have
 GY0110.an estimated accuracy of +/- 6 seconds.
 GY0110
 GY0110.The orthometric height was determined by differential leveling
 GY0110.and adjusted by the National Geodetic Survey in June 1991..
 GY0110
 GY0110.The geoid height was determined by GEOID03.
 GY0110
 GY0110.The dynamic height is computed by dividing the NAVD 88
 GY0110.geopotential number by the normal gravity value computed on the
 GY0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0110.degrees latitude (g = 980.6199 gals.).
 GY0110
 GY0110.The modeled gravity was interpolated from observed gravity values.
 GY0110
 GY0110;                    North         East    Units  Estimated Accuracy
 GY0110;SPC WV S     -    69,800.      497,110.      MT  (+/- 180 meters Scaled)
 GY0110
 GY0110                          SUPERSEDED SURVEY CONTROL
 GY0110
 GY0110  NGVD 29 (??/??/92)  213.614  (m)          700.83   (f) ADJ UNCH    2 0
 GY0110
 GY0110.Superseded values are not recommended for survey control.
 GY0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0110.See file dsdata.txt to determine how the superseded data were derived.
 GY0110
 GY0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB971646(NAD 83)
 GY0110_MARKER: DB = BENCH MARK DISK
 GY0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0110_SP_SET: BUILDING
 GY0110_STAMPING: D 47 1935
 GY0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0110+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 GY0110
 GY0110  HISTORY     - Date     Condition        Report By
 GY0110  HISTORY     - 1935     MONUMENTED       CGS
 GY0110  HISTORY     - 1957     GOOD             NGS
 GY0110  HISTORY     - 20050914 GOOD             GEOCAC
 GY0110
 GY0110                          STATION DESCRIPTION
 GY0110
 GY0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0110'AT MATEWAN.
 GY0110'AT MATEWAN, ALONG THE NORFOLK AND WESTERN RAILWAY, ABOUT 73
 GY0110'YARDS SOUTHWEST AND ACROSS TRACK FROM THE STATION, SET VERTICALLY
 GY0110'IN THE NORTH FACE AND AT THE NORTHWEST CORNER OF A LARGE BRICK
 GY0110'BUILDING (THE SOUTH PART OF BUILDING IS POST OFFICE), 40 FEET
 GY0110'SOUTH OF SOUTH RAIL, 2 FEET EAST OF NORTHWEST CORNER OF BUILDING
 GY0110'AND 3 1/2 FEET ABOVE SIDE WALK.
 GY0110
 GY0110                          STATION RECOVERY (2005)
 GY0110
 GY0110'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 GY0110'AT MATEWAN, SET VERTICALLY IN THE NORTH FACE AND AT THE NORTHWEST
 GY0110'CORNER OF A LARGE BRICK BUILDING (THE SOUTH PART OF BUILDING IS THE
 GY0110'FORMER POST OFFICE), 40 FEET SOUTH OF SOUTH RAIL OF THE NORFOLK
 GY0110'SOUTHERN RAILWAY, 2 FEET EAST OF NORTHWEST CORNER OF BUILDING AND 3
 GY0110'1/2 FEET ABOVE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0109 ***********************************************************************
 GY0109  DESIGNATION -  D 47 X
 GY0109  PID         -  GY0109
 GY0109  STATE/COUNTY-  WV/MINGO
 GY0109  USGS QUAD   -  MATEWAN (1992)
 GY0109
 GY0109                         *CURRENT SURVEY CONTROL
 GY0109  ___________________________________________________________________
 GY0109* NAD 83(1986)-  37 37 12.     (N)    082 10 38.     (W)     SCALED    
 GY0109* NAVD 88     -       213.377  (meters)     700.05   (feet)  ADJUSTED  
 GY0109  ___________________________________________________________________
 GY0109  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GY0109  DYNAMIC HT  -         213.216 (meters)     699.53  (feet)  COMP
 GY0109  MODELED GRAV-     979,873.8   (mgal)                       NAVD 88
 GY0109
 GY0109  VERT ORDER  -  SECOND    CLASS 0
 GY0109
 GY0109.The horizontal coordinates were scaled from a topographic map and have
 GY0109.an estimated accuracy of +/- 6 seconds.
 GY0109
 GY0109.The orthometric height was determined by differential leveling
 GY0109.and adjusted by the National Geodetic Survey in June 1991..
 GY0109
 GY0109.The geoid height was determined by GEOID03.
 GY0109
 GY0109.The dynamic height is computed by dividing the NAVD 88
 GY0109.geopotential number by the normal gravity value computed on the
 GY0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0109.degrees latitude (g = 980.6199 gals.).
 GY0109
 GY0109.The modeled gravity was interpolated from observed gravity values.
 GY0109
 GY0109;                    North         East    Units  Estimated Accuracy
 GY0109;SPC WV S     -    69,470.      496,080.      MT  (+/- 180 meters Scaled)
 GY0109
 GY0109                          SUPERSEDED SURVEY CONTROL
 GY0109
 GY0109  NGVD 29 (??/??/92)  213.612  (m)          700.83   (f) ADJ UNCH    2 0
 GY0109
 GY0109.Superseded values are not recommended for survey control.
 GY0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0109.See file dsdata.txt to determine how the superseded data were derived.
 GY0109
 GY0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB961643(NAD 83)
 GY0109_MARKER: DB = BENCH MARK DISK
 GY0109_SETTING: 66 = SET IN ROCK OUTCROP
 GY0109_SP_SET: ROCK LEDGE
 GY0109_STAMPING: D 47 X 1957
 GY0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0109+STABILITY: POSITION/ELEVATION WELL
 GY0109
 GY0109  HISTORY     - Date     Condition        Report By
 GY0109  HISTORY     - 1957     MONUMENTED       CGS
 GY0109  HISTORY     - 20060309 MARK NOT FOUND   JCLS
 GY0109
 GY0109                          STATION DESCRIPTION
 GY0109
 GY0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0109'0.8 MI NW FROM MATEWAN.
 GY0109'ABOUT 0.75 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0109'FROM THE STATION AT MATEWAN, ON THE INSIDE OF A CURVE WITH
 GY0109'TANGENTS EXTENDING NORTHWEST AND NORTHEAST, SET IN THE TOP OF
 GY0109'A SMALL LEDGE ON THE SOUTH FACE OF AN IRREGULAR ROCK CUT, 10 FEET
 GY0109'NORTH OF NORTH RAIL, 12 FEET SOUTHEAST OF A TELEPHONE POLE, 111
 GY0109'FEET WEST OF A RAILWAY WARNING SIGN, 3 FEET ABOVE GROUND AND ABOUT
 GY0109'LEVEL WITH TRACK.
 GY0109
 GY0109                          STATION RECOVERY (2006)
 GY0109
 GY0109'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 GY0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2410 ***********************************************************************
 GX2410  DESIGNATION -  D 48
 GX2410  PID         -  GX2410
 GX2410  STATE/COUNTY-  WV/MINGO
 GX2410  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2410
 GX2410                         *CURRENT SURVEY CONTROL
 GX2410  ___________________________________________________________________
 GX2410* NAD 83(1986)-  37 32 40.     (N)    081 57 51.     (W)     SCALED    
 GX2410* NAVD 88     -       256.219  (meters)     840.61   (feet)  ADJUSTED  
 GX2410  ___________________________________________________________________
 GX2410  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX2410  DYNAMIC HT  -         256.021 (meters)     839.96  (feet)  COMP
 GX2410  MODELED GRAV-     979,853.1   (mgal)                       NAVD 88
 GX2410
 GX2410  VERT ORDER  -  SECOND    CLASS 0
 GX2410
 GX2410.The horizontal coordinates were scaled from a topographic map and have
 GX2410.an estimated accuracy of +/- 6 seconds.
 GX2410
 GX2410.The orthometric height was determined by differential leveling
 GX2410.and adjusted by the National Geodetic Survey in June 1991..
 GX2410
 GX2410.The geoid height was determined by GEOID03.
 GX2410
 GX2410.The dynamic height is computed by dividing the NAVD 88
 GX2410.geopotential number by the normal gravity value computed on the
 GX2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2410.degrees latitude (g = 980.6199 gals.).
 GX2410
 GX2410.The modeled gravity was interpolated from observed gravity values.
 GX2410
 GX2410;                    North         East    Units  Estimated Accuracy
 GX2410;SPC WV S     -    60,870.      514,800.      MT  (+/- 180 meters Scaled)
 GX2410
 GX2410                          SUPERSEDED SURVEY CONTROL
 GX2410
 GX2410  NGVD 29 (??/??/92)  256.43   (m)          841.3    (f) COMPUTED    2 0
 GX2410
 GX2410.Superseded values are not recommended for survey control.
 GX2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2410.See file dsdata.txt to determine how the superseded data were derived.
 GX2410
 GX2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB148557(NAD 83)
 GX2410_MARKER: DB = BENCH MARK DISK
 GX2410_SETTING: 66 = SET IN ROCK OUTCROP
 GX2410_SP_SET: ROCK LEDGE
 GX2410_STAMPING: D 48 1935
 GX2410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2410+STABILITY: POSITION/ELEVATION WELL
 GX2410
 GX2410  HISTORY     - Date     Condition        Report By
 GX2410  HISTORY     - 1935     MONUMENTED       CGS
 GX2410  HISTORY     - 1957     MARK NOT FOUND   NGS
 GX2410
 GX2410                          STATION DESCRIPTION
 GX2410
 GX2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2410'AT WHARNCLIFFE.
 GX2410'AT WHARNCLIFFE, ON THE NORFOLK AND WESTERN RAILWAY, 11 RAILS
 GX2410'SOUTH OF THE STATION, 2 RAILS SOUTH OF BRIDGE 919, AT THE NORTH
 GX2410'END OF A LARGE ROCK CLIFF, IN THE TOP OF A ROCK LEDGE, 22.4 FEET
 GX2410'EAST OF THE EAST RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GX2410'RAIL.  A STANDARD DISK, STAMPED D 48 1935.  NOTE-- THERE HAS
 GX2410'BEEN SOME GRADING DONE IN VICINITY AND IT IS PROBABLE THAT THE
 GX2410'MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1637 ***********************************************************************
 GX1637  DESIGNATION -  D 49
 GX1637  PID         -  GX1637
 GX1637  STATE/COUNTY-  WV/MCDOWELL
 GX1637  USGS QUAD   -  DAVY (1976)
 GX1637
 GX1637                         *CURRENT SURVEY CONTROL
 GX1637  ___________________________________________________________________
 GX1637* NAD 83(1986)-  37 28 25.     (N)    081 38 54.     (W)     SCALED    
 GX1637* NAVD 88     -       364.404  (meters)    1195.55   (feet)  ADJUSTED  
 GX1637  ___________________________________________________________________
 GX1637  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX1637  DYNAMIC HT  -         364.109 (meters)    1194.58  (feet)  COMP
 GX1637  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 GX1637
 GX1637  VERT ORDER  -  SECOND    CLASS 0
 GX1637
 GX1637.The horizontal coordinates were scaled from a topographic map and have
 GX1637.an estimated accuracy of +/- 6 seconds.
 GX1637
 GX1637.The orthometric height was determined by differential leveling
 GX1637.and adjusted by the National Geodetic Survey in June 1991..
 GX1637
 GX1637.The geoid height was determined by GEOID03.
 GX1637
 GX1637.The dynamic height is computed by dividing the NAVD 88
 GX1637.geopotential number by the normal gravity value computed on the
 GX1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1637.degrees latitude (g = 980.6199 gals.).
 GX1637
 GX1637.The modeled gravity was interpolated from observed gravity values.
 GX1637
 GX1637;                    North         East    Units  Estimated Accuracy
 GX1637;SPC WV S     -    52,770.      542,650.      MT  (+/- 180 meters Scaled)
 GX1637
 GX1637                          SUPERSEDED SURVEY CONTROL
 GX1637
 GX1637  NGVD 29 (??/??/92)  364.577  (m)         1196.12   (f) ADJ UNCH    2 0
 GX1637
 GX1637.Superseded values are not recommended for survey control.
 GX1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1637.See file dsdata.txt to determine how the superseded data were derived.
 GX1637
 GX1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB426476(NAD 83)
 GX1637_MARKER: DB = BENCH MARK DISK
 GX1637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1637_SP_SET: ABUTMENT
 GX1637_STAMPING: D 49 1935
 GX1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1637
 GX1637  HISTORY     - Date     Condition        Report By
 GX1637  HISTORY     - 1935     MONUMENTED       CGS
 GX1637  HISTORY     - 1958     GOOD             NGS
 GX1637
 GX1637                          STATION DESCRIPTION
 GX1637
 GX1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1637'AT DAVY.
 GX1637'AT DAVY, 0.15 MILE EAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1637'FROM THE STATION, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT
 GX1637'OF RAILROAD BRIDGE 900 OVER TUG FORK RIVER, 6 FEET NORTH OF THE
 GX1637'NORTH RAIL OF THE NORTH TRACK, AND ABOUT 2 1/2 FEET BELOW THE
 GX1637'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2018 ***********************************************************************
 HX2018  DESIGNATION -  D 5
 HX2018  PID         -  HX2018
 HX2018  STATE/COUNTY-  WV/KANAWHA
 HX2018  USGS QUAD   -  CHARLESTON WEST (1976)
 HX2018
 HX2018                         *CURRENT SURVEY CONTROL
 HX2018  ___________________________________________________________________
 HX2018* NAD 83(1986)-  38 21 31.     (N)    081 37 49.     (W)     SCALED    
 HX2018* NAVD 88     -       183.662  (meters)     602.56   (feet)  ADJUSTED  
 HX2018  ___________________________________________________________________
 HX2018  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HX2018  DYNAMIC HT  -         183.534 (meters)     602.14  (feet)  COMP
 HX2018  MODELED GRAV-     979,927.9   (mgal)                       NAVD 88
 HX2018
 HX2018  VERT ORDER  -  FIRST     CLASS II
 HX2018
 HX2018.The horizontal coordinates were scaled from a topographic map and have
 HX2018.an estimated accuracy of +/- 6 seconds.
 HX2018
 HX2018.The orthometric height was determined by differential leveling
 HX2018.and adjusted by the National Geodetic Survey in June 1991..
 HX2018
 HX2018.The geoid height was determined by GEOID03.
 HX2018
 HX2018.The dynamic height is computed by dividing the NAVD 88
 HX2018.geopotential number by the normal gravity value computed on the
 HX2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2018.degrees latitude (g = 980.6199 gals.).
 HX2018
 HX2018.The modeled gravity was interpolated from observed gravity values.
 HX2018
 HX2018;                    North         East    Units  Estimated Accuracy
 HX2018;SPC WV S     -   150,980.      544,920.      MT  (+/- 180 meters Scaled)
 HX2018
 HX2018                          SUPERSEDED SURVEY CONTROL
 HX2018
 HX2018  NGVD 29 (??/??/92)  183.860  (m)          603.21   (f) ADJ UNCH    1 2
 HX2018
 HX2018.Superseded values are not recommended for survey control.
 HX2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2018.See file dsdata.txt to determine how the superseded data were derived.
 HX2018
 HX2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC449457(NAD 83)
 HX2018_MARKER: DB = BENCH MARK DISK
 HX2018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2018_SP_SET: ABUTMENT
 HX2018_STAMPING: D 5 1933
 HX2018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2018
 HX2018  HISTORY     - Date     Condition        Report By
 HX2018  HISTORY     - 1933     MONUMENTED       CGS
 HX2018  HISTORY     - 1959     GOOD             NGS
 HX2018  HISTORY     - 1961     GOOD             NGS
 HX2018
 HX2018                          STATION DESCRIPTION
 HX2018
 HX2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX2018'AT CHARLESTON.
 HX2018'AT CHARLESTON, ABOUT 0.5 MILE NORTHWEST ALONG THE NEW YORK
 HX2018'CENTRAL RAILROAD FROM THE STATION, 9 FEET WEST OF THE WEST RAIL,
 HX2018'IN TOP OF THE WET END OF THE NORTH ABUTMENT TO BRIDGE NO. 125.6
 HX2018'OVER ELK RIVER, 1 1/2 FEET EAST OF THE WEST END OF THE ABUTMENT,
 HX2018'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 HX2018
 HX2018                          STATION RECOVERY (1961)
 HX2018
 HX2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HX2018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1314 ***********************************************************************
 GX1314  DESIGNATION -  D 50
 GX1314  PID         -  GX1314
 GX1314  STATE/COUNTY-  WV/MERCER
 GX1314  USGS QUAD   -  BRAMWELL (1979)
 GX1314
 GX1314                         *CURRENT SURVEY CONTROL
 GX1314  ___________________________________________________________________
 GX1314* NAD 83(1986)-  37 19 16.     (N)    081 19 34.     (W)     SCALED    
 GX1314* NAVD 88     -       703.910  (meters)    2309.41   (feet)  ADJUSTED  
 GX1314  ___________________________________________________________________
 GX1314  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX1314  DYNAMIC HT  -         703.285 (meters)    2307.36  (feet)  COMP
 GX1314  MODELED GRAV-     979,719.3   (mgal)                       NAVD 88
 GX1314
 GX1314  VERT ORDER  -  SECOND    CLASS 0
 GX1314
 GX1314.The horizontal coordinates were scaled from a topographic map and have
 GX1314.an estimated accuracy of +/- 6 seconds.
 GX1314
 GX1314.The orthometric height was determined by differential leveling
 GX1314.and adjusted by the National Geodetic Survey in June 1991..
 GX1314
 GX1314.The geoid height was determined by GEOID03.
 GX1314
 GX1314.The dynamic height is computed by dividing the NAVD 88
 GX1314.geopotential number by the normal gravity value computed on the
 GX1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1314.degrees latitude (g = 980.6199 gals.).
 GX1314
 GX1314.The modeled gravity was interpolated from observed gravity values.
 GX1314
 GX1314;                    North         East    Units  Estimated Accuracy
 GX1314;SPC WV S     -    35,690.      571,090.      MT  (+/- 180 meters Scaled)
 GX1314
 GX1314                          SUPERSEDED SURVEY CONTROL
 GX1314
 GX1314  NGVD 29 (??/??/92)  704.020  (m)         2309.77   (f) ADJ UNCH    2 0
 GX1314
 GX1314.Superseded values are not recommended for survey control.
 GX1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1314.See file dsdata.txt to determine how the superseded data were derived.
 GX1314
 GX1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB711305(NAD 83)
 GX1314_MARKER: DB = BENCH MARK DISK
 GX1314_SETTING: 0 = UNSPECIFIED SETTING
 GX1314_STAMPING: D 50 1935
 GX1314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1314
 GX1314  HISTORY     - Date     Condition        Report By
 GX1314  HISTORY     - 1935     MONUMENTED       CGS
 GX1314
 GX1314                          STATION DESCRIPTION
 GX1314
 GX1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1314'0.5 MI W FROM BLUESTONE.
 GX1314'0.5 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1314'STATION AT BLUESTONE, MERCER COUNTY, AT COOPER, 21 RAILS SOUTH
 GX1314'OF BRIDGE 854, IN THE EAST WALL OF A TUNNEL, 3 FEET SOUTH OF THE
 GX1314'NORTH END OF THE TUNNEL, AND EAST OF THE WEST-BOUND TRACK.  A
 GX1314'STANDARD DISK, STAMPED D 50 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0516 ***********************************************************************
 HY0516  DESIGNATION -  D 51
 HY0516  PID         -  HY0516
 HY0516  STATE/COUNTY-  WV/LINCOLN
 HY0516  USGS QUAD   -  BRANCHLAND (1987)
 HY0516
 HY0516                         *CURRENT SURVEY CONTROL
 HY0516  ___________________________________________________________________
 HY0516* NAD 83(1986)-  38 11 58.     (N)    082 11 19.     (W)     SCALED    
 HY0516* NAVD 88     -       184.875  (meters)     606.54   (feet)  ADJUSTED  
 HY0516  ___________________________________________________________________
 HY0516  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY0516  DYNAMIC HT  -         184.743 (meters)     606.11  (feet)  COMP
 HY0516  MODELED GRAV-     979,913.5   (mgal)                       NAVD 88
 HY0516
 HY0516  VERT ORDER  -  SECOND    CLASS 0
 HY0516
 HY0516.The horizontal coordinates were scaled from a topographic map and have
 HY0516.an estimated accuracy of +/- 6 seconds.
 HY0516
 HY0516.The orthometric height was determined by differential leveling
 HY0516.and adjusted by the National Geodetic Survey in June 1991..
 HY0516
 HY0516.The geoid height was determined by GEOID03.
 HY0516
 HY0516.The dynamic height is computed by dividing the NAVD 88
 HY0516.geopotential number by the normal gravity value computed on the
 HY0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0516.degrees latitude (g = 980.6199 gals.).
 HY0516
 HY0516.The modeled gravity was interpolated from observed gravity values.
 HY0516
 HY0516;                    North         East    Units  Estimated Accuracy
 HY0516;SPC WV S     -   133,790.      495,900.      MT  (+/- 180 meters Scaled)
 HY0516
 HY0516                          SUPERSEDED SURVEY CONTROL
 HY0516
 HY0516  NGVD 29 (??/??/92)  185.07   (m)          607.2    (f) COMPUTED    2 0
 HY0516
 HY0516.Superseded values are not recommended for survey control.
 HY0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0516.See file dsdata.txt to determine how the superseded data were derived.
 HY0516
 HY0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC959286(NAD 83)
 HY0516_MARKER: DB = BENCH MARK DISK
 HY0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0516_STAMPING: D 51 1935
 HY0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0516+STABILITY: SURFACE MOTION
 HY0516
 HY0516  HISTORY     - Date     Condition        Report By
 HY0516  HISTORY     - 1935     MONUMENTED       CGS
 HY0516  HISTORY     - 1957     MARK NOT FOUND   NGS
 HY0516
 HY0516                          STATION DESCRIPTION
 HY0516
 HY0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0516'AT HUBBALL.
 HY0516'AT HUBBALL, LINCOLN COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 HY0516'0.3 MILE NORTH OF MILEPOST B 25, 28 RAILS SOUTH OF THE
 HY0516'STATION, 48 YARDS SOUTH OF A WHISTLE POST, ABOUT 125 FEET
 HY0516'NORTHEAST OF A COAL ELEVATOR, 25 FEET EAST OF THE EAST RAIL,
 HY0516'41 FEET WEST OF A NORTHWEST FENCE CORNER, AND ABOUT 1 FOOT
 HY0516'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED D 51 1935 AND
 HY0516'SET IN THE TOP OF A CONCRETE POST.  NOTE-- A THOROUGH SEARCH
 HY0516'WAS MADE FOR THE MARK, BELIEVED TO HAVE BEEN REMOVED WHEN A
 HY0516'SIDING WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2270 ***********************************************************************
 GX2270  DESIGNATION -  D 52
 GX2270  PID         -  GX2270
 GX2270  STATE/COUNTY-  WV/LOGAN
 GX2270  USGS QUAD   -  LOGAN (1989)
 GX2270
 GX2270                         *CURRENT SURVEY CONTROL
 GX2270  ___________________________________________________________________
 GX2270* NAD 83(1986)-  37 51 57.     (N)    081 54 52.     (W)     SCALED    
 GX2270* NAVD 88     -       248.254  (meters)     814.48   (feet)  ADJUSTED  
 GX2270  ___________________________________________________________________
 GX2270  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GX2270  DYNAMIC HT  -         248.072 (meters)     813.88  (feet)  COMP
 GX2270  MODELED GRAV-     979,892.2   (mgal)                       NAVD 88
 GX2270
 GX2270  VERT ORDER  -  SECOND    CLASS 0
 GX2270
 GX2270.The horizontal coordinates were scaled from a topographic map and have
 GX2270.an estimated accuracy of +/- 6 seconds.
 GX2270
 GX2270.The orthometric height was determined by differential leveling
 GX2270.and adjusted by the National Geodetic Survey in June 1991..
 GX2270
 GX2270.The geoid height was determined by GEOID03.
 GX2270
 GX2270.The dynamic height is computed by dividing the NAVD 88
 GX2270.geopotential number by the normal gravity value computed on the
 GX2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2270.degrees latitude (g = 980.6199 gals.).
 GX2270
 GX2270.The modeled gravity was interpolated from observed gravity values.
 GX2270
 GX2270;                    North         East    Units  Estimated Accuracy
 GX2270;SPC WV S     -    96,490.      519,540.      MT  (+/- 180 meters Scaled)
 GX2270
 GX2270                          SUPERSEDED SURVEY CONTROL
 GX2270
 GX2270  NGVD 29 (??/??/92)  248.454  (m)          815.14   (f) ADJ UNCH    2 0
 GX2270
 GX2270.Superseded values are not recommended for survey control.
 GX2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2270.See file dsdata.txt to determine how the superseded data were derived.
 GX2270
 GX2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB195913(NAD 83)
 GX2270_MARKER: DD = SURVEY DISK
 GX2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2270_STAMPING: D 52 1935
 GX2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2270+STABILITY: SURFACE MOTION
 GX2270
 GX2270  HISTORY     - Date     Condition        Report By
 GX2270  HISTORY     - 1935     MONUMENTED       WVGS
 GX2270  HISTORY     - 1935     GOOD             NGS
 GX2270
 GX2270                          STATION DESCRIPTION
 GX2270
 GX2270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2270'AT ETHEL.
 GX2270'AT ETHEL, LOGAN COUNTY, ON U.S. HIGHWAY 119, 0.2 MILE WEST OF
 GX2270'THE POST OFFICE, 60 YARDS WEST OF A CHESAPEAKE AND OHIO RAILWAY
 GX2270'SPUR TRACK, 24 YARDS NORTH OF THE NORTH RAIL, 16 YARDS SOUTH
 GX2270'OF THE CENTERLINE OF THE HGHWAY, 24 YARDS NORTHEAST OF THE
 GX2270'NORTHEAST CORNER OF A POWER COMPANY SUB-STATION, AND LEVEL WITH
 GX2270'THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED D 52 1935
 GX2270'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0064 ***********************************************************************
 JX0064  DESIGNATION -  D 54
 JX0064  PID         -  JX0064
 JX0064  STATE/COUNTY-  WV/MARION
 JX0064  USGS QUAD   -  MANNINGTON (1976)
 JX0064
 JX0064                         *CURRENT SURVEY CONTROL
 JX0064  ___________________________________________________________________
 JX0064* NAD 83(1995)-  39 30 49.02886(N)    080 15 29.98464(W)     ADJUSTED  
 JX0064* NAVD 88     -       286.158  (meters)     938.84   (feet)  ADJUSTED  
 JX0064  ___________________________________________________________________
 JX0064  X           -     833,753.435 (meters)                     COMP
 JX0064  Y           -  -4,856,388.896 (meters)                     COMP
 JX0064  Z           -   4,036,631.241 (meters)                     COMP
 JX0064  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 JX0064  ELLIP HEIGHT-         253.18  (meters)          (04/01/98) GPS OBS
 JX0064  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JX0064  DYNAMIC HT  -         285.988 (meters)     938.28  (feet)  COMP
 JX0064  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 JX0064
 JX0064  HORZ ORDER  -  THIRD
 JX0064  VERT ORDER  -  FIRST     CLASS II
 JX0064  ELLP ORDER  -  FOURTH    CLASS I
 JX0064
 JX0064.The horizontal coordinates were established by GPS observations
 JX0064.and adjusted by the National Geodetic Survey in April 1998..
 JX0064
 JX0064.The orthometric height was determined by differential leveling
 JX0064.and adjusted by the National Geodetic Survey in June 1991..
 JX0064
 JX0064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX0064
 JX0064.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX0064
 JX0064.The ellipsoidal height was determined by GPS observations
 JX0064.and is referenced to NAD 83.
 JX0064
 JX0064.The geoid height was determined by GEOID03.
 JX0064
 JX0064.The dynamic height is computed by dividing the NAVD 88
 JX0064.geopotential number by the normal gravity value computed on the
 JX0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0064.degrees latitude (g = 980.6199 gals.).
 JX0064
 JX0064.The modeled gravity was interpolated from observed gravity values.
 JX0064
 JX0064;                    North         East     Units Scale Factor Converg.
 JX0064;SPC WV N     -   112,804.079   534,790.770   MT  0.99994265   -0 29 01.1
 JX0064;UTM  17      - 4,374,038.529   563,756.032   MT  0.99965005   +0 28 18.9
 JX0064
 JX0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX0064!SPC WV N     -   0.99996028  x   0.99994265  =   0.99990293
 JX0064!UTM  17      -   0.99996028  x   0.99965005  =   0.99961034
 JX0064
 JX0064                          SUPERSEDED SURVEY CONTROL
 JX0064
 JX0064  ELLIP H (01/27/92)  253.15   (m)                       GP(       ) 4 1
 JX0064  NAD 83(1986)-  39 30 49.02890(N)    080 15 29.97973(W) AD(       ) 3
 JX0064  NAD 27      -  39 30 48.75308(N)    080 15 30.71244(W) AD(       ) 3
 JX0064  NGVD 29 (??/??/92)  286.320  (m)          939.37   (f) ADJ UNCH    1 2
 JX0064
 JX0064.Superseded values are not recommended for survey control.
 JX0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0064.See file dsdata.txt to determine how the superseded data were derived.
 JX0064
 JX0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6375674039(NAD 83)
 JX0064_MARKER: DB = BENCH MARK DISK
 JX0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0064_STAMPING: D 54 1935
 JX0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0064+STABILITY: SURFACE MOTION
 JX0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX0064+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2005
 JX0064
 JX0064  HISTORY     - Date     Condition        Report By
 JX0064  HISTORY     - 1935     MONUMENTED       CGS
 JX0064  HISTORY     - 1987     GOOD             NGS
 JX0064  HISTORY     - 20051111 GOOD             INDIV
 JX0064
 JX0064                          STATION DESCRIPTION
 JX0064
 JX0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0064'0.5 MI W FROM FARMINGTON.
 JX0064'0.5 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0064'STATION AT FARMINGTON, MARION COUNTY, 66 FEET NORTH OF POLE
 JX0064'313+22, 33 FEET EAST OF THE RAILROAD WATER TANK NORTH OF THE
 JX0064'TRACK, 25 FEET WEST OF A FARM ROAD, AND 18 FEET NORTH OF THE NORTH
 JX0064'RAIL.  A STANDARD DISK, STAMPED D 54 1935 AND SET IN THE TOP OF A
 JX0064'CONCRETE POST.
 JX0064
 JX0064                          STATION RECOVERY (1987)
 JX0064
 JX0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 JX0064'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI)
 JX0064'NORTH-NORTHWEST OF CLARKSBURG,
 JX0064'16.0 KM (10.0 MI) EAST-NORTHEAST OF FAIRMONT,
 JX0064'0.8 KM (0.5 MI) WEST OF FARMINGTON, ALONG THE BALTIMORE AND OHIO
 JX0064'RAILWAY.
 JX0064'OWNERSHIP--THELMA WORKMAN, ROUTE 1, FARMINGTON, WV 26571.
 JX0064'
 JX0064'TO REACH THE STATION FROM THE POST OFFICE IN THE CENTER OF
 JX0064'FARMINGTON, ON STATE HIGHWAY 218, GO NORTH FOR
 JX0064'0.1 KM (0.05 MI) ON HIGHWAY 218 TO A PAVED ROAD ON THE LEFT.
 JX0064'TURN LEFT AND GO WEST FOR 0.4 KM (0.25 MI) ON THE PAVED ROAD TO A
 JX0064'PAVED ROAD ON THE LEFT, (SWEARINGEN ROAD).
 JX0064'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.3 KM (0.2 MI) ON THE
 JX0064'PAVED ROAD TO A DIRT ROAD ON THE RIGHT LEADING UPHILL, (LAUREL
 JX0064'ROAD).
 JX0064'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.1 KM (0.05 MI) ON THE
 JX0064'PAVED ROAD TO A GRAVEL PARKING AREA ON THE LEFT WITH A CHAIN ACROSS
 JX0064'THE ENTRANCE.
 JX0064'TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON A DIM GRASS LANE ON
 JX0064'THE WEST EDGE OF A LARGE LAWN UNTIL REACHING THE RAILROAD TRACKS
 JX0064'AND THE STATION ON THE RIGHT.
 JX0064'
 JX0064'THE STATION IS A STANDARD CGS DISK
 JX0064'STAMPED---D 54 1935---,
 JX0064'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JX0064'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 JX0064'19.2 METERS (63.0 FT) SOUTH FROM A TELEPHONE POLE 9035/1964,
 JX0064'14.0 METERS (46.0 FT) WEST FROM THE CENTER OF THE DIM GRASS LANE,
 JX0064'4.7 METERS (15.5 FT) NORTH-NORTHEAST FROM THE NORTH RAIL OF THE
 JX0064'RAILROAD TRACKS,
 JX0064'4.6 METERS (15.0 FT) SOUTHWEST FROM A TELEPHONE POLE A5-27, AND
 JX0064'0.5 METERS (1.6 FT) EAST FROM A FIBERGLASS WITNESS POST.
 JX0064'
 JX0064'DESCRIBED BY B. L. LAMBERT, TYPED BY C. L. SMITH.
 JX0064
 JX0064                          STATION RECOVERY (2005)
 JX0064
 JX0064'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (PAT)
 JX0064'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0301 ***********************************************************************
 HY0301  DESIGNATION -  D 6
 HY0301  PID         -  HY0301
 HY0301  STATE/COUNTY-  WV/MASON
 HY0301  USGS QUAD   -  BEECH HILL (1975)
 HY0301
 HY0301                         *CURRENT SURVEY CONTROL
 HY0301  ___________________________________________________________________
 HY0301* NAD 83(1986)-  38 50 06.     (N)    082 06 54.     (W)     SCALED    
 HY0301* NAVD 88     -       180.620  (meters)     592.58   (feet)  ADJUSTED  
 HY0301  ___________________________________________________________________
 HY0301  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HY0301  DYNAMIC HT  -         180.505 (meters)     592.21  (feet)  COMP
 HY0301  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 HY0301
 HY0301  VERT ORDER  -  FIRST     CLASS II
 HY0301
 HY0301.The horizontal coordinates were scaled from a topographic map and have
 HY0301.an estimated accuracy of +/- 6 seconds.
 HY0301
 HY0301.The orthometric height was determined by differential leveling
 HY0301.and adjusted by the National Geodetic Survey in June 1991..
 HY0301
 HY0301.The geoid height was determined by GEOID03.
 HY0301
 HY0301.The dynamic height is computed by dividing the NAVD 88
 HY0301.geopotential number by the normal gravity value computed on the
 HY0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0301.degrees latitude (g = 980.6199 gals.).
 HY0301
 HY0301.The modeled gravity was interpolated from observed gravity values.
 HY0301
 HY0301;                    North         East    Units  Estimated Accuracy
 HY0301;SPC WV S     -   204,250.      503,190.      MT  (+/- 180 meters Scaled)
 HY0301
 HY0301                          SUPERSEDED SURVEY CONTROL
 HY0301
 HY0301  NGVD 29 (??/??/92)  180.81   (m)          593.2    (f) COMPUTED    1 2
 HY0301
 HY0301.Superseded values are not recommended for survey control.
 HY0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0301.See file dsdata.txt to determine how the superseded data were derived.
 HY0301
 HY0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC032990(NAD 83)
 HY0301_MARKER: DB = BENCH MARK DISK
 HY0301_SETTING: 80 = SET IN A BOULDER
 HY0301_SP_SET: BOULDER
 HY0301_STAMPING: D 6 1933
 HY0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0301+STABILITY: SURFACE MOTION
 HY0301
 HY0301  HISTORY     - Date     Condition        Report By
 HY0301  HISTORY     - 1933     MONUMENTED       CGS
 HY0301  HISTORY     - 1956     MARK NOT FOUND   NGS
 HY0301
 HY0301                          STATION DESCRIPTION
 HY0301
 HY0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0301'1.1 MI SE FROM POINT PLEASANT.
 HY0301'1.1 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HY0301'FROM THE STATION AT POINT PLEASANT, MASON COUNTY, 0.3 MILE
 HY0301'SOUTHEAST OF MILEPOST COR 70, 5 YARDS NORTHEAST OF THE CENTERLINE
 HY0301'OF THE TRACK, IN THE TOP OF A LARGE BOULDER, AND ABOUT 3 FEET
 HY0301'ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED D 6 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1161 ***********************************************************************
 HW1161  DESIGNATION -  D 60
 HW1161  PID         -  HW1161
 HW1161  STATE/COUNTY-  WV/HARDY
 HW1161  USGS QUAD   -  ORKNEY SPRINGS (1994)
 HW1161
 HW1161                         *CURRENT SURVEY CONTROL
 HW1161  ___________________________________________________________________
 HW1161* NAD 83(1986)-  38 51 44.     (N)    078 52 11.     (W)     SCALED    
 HW1161* NAVD 88     -       481.896  (meters)    1581.02   (feet)  ADJUSTED  
 HW1161  ___________________________________________________________________
 HW1161  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HW1161  DYNAMIC HT  -         481.558 (meters)    1579.91  (feet)  COMP
 HW1161  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 HW1161
 HW1161  VERT ORDER  -  SECOND    CLASS 0
 HW1161
 HW1161.The horizontal coordinates were scaled from a topographic map and have
 HW1161.an estimated accuracy of +/- 6 seconds.
 HW1161
 HW1161.The orthometric height was determined by differential leveling
 HW1161.and adjusted by the National Geodetic Survey in June 1991..
 HW1161
 HW1161.The geoid height was determined by GEOID03.
 HW1161
 HW1161.The dynamic height is computed by dividing the NAVD 88
 HW1161.geopotential number by the normal gravity value computed on the
 HW1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1161.degrees latitude (g = 980.6199 gals.).
 HW1161
 HW1161.The modeled gravity was interpolated from observed gravity values.
 HW1161
 HW1161;                    North         East    Units  Estimated Accuracy
 HW1161;SPC WV N     -    40,410.      654,710.      MT  (+/- 180 meters Scaled)
 HW1161
 HW1161                          SUPERSEDED SURVEY CONTROL
 HW1161
 HW1161  NGVD 29 (??/??/92)  482.031  (m)         1581.46   (f) ADJ UNCH    2 0
 HW1161
 HW1161.Superseded values are not recommended for survey control.
 HW1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1161.See file dsdata.txt to determine how the superseded data were derived.
 HW1161
 HW1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD848036(NAD 83)
 HW1161_MARKER: DB = BENCH MARK DISK
 HW1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1161_STAMPING: D 60 1935
 HW1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1161+STABILITY: SURFACE MOTION
 HW1161
 HW1161  HISTORY     - Date     Condition        Report By
 HW1161  HISTORY     - 1935     MONUMENTED       CGS
 HW1161  HISTORY     - 1962     GOOD             NGS
 HW1161
 HW1161                          STATION DESCRIPTION
 HW1161
 HW1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1161'1.1 MI S FROM MATHIAS.
 HW1161'1.1 MILES SOUTH ALONG FORMER STATE HIGHWAY 58 FROM THE LOST
 HW1161'CREEK BRIDGE AT MATHIAS, HARDY COUNTY, 120 FEET NORTHWEST OF
 HW1161'THE G.S. MATHIAS HOUSE, 40 FEET NORTH OF THE NORTH END OF A
 HW1161'FILL, AT THE JUNCTION OF A ROAD LEADING TO THE MATHIAS HOUSE,
 HW1161'30 FEET EST OF THE CENTERLINE OF THE HIGHWAY, 27 FEET NORTH OF
 HW1161'THE CENTERLINE OF THE ROAD, AND AT A FENCE CORNER.  A STANDARD
 HW1161'DISK, STAMPED D 60 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1721 ***********************************************************************
 HX1721  DESIGNATION -  D 7
 HX1721  PID         -  HX1721
 HX1721  STATE/COUNTY-  WV/ROANE
 HX1721  USGS QUAD   -  LOONEYVILLE (1976)
 HX1721
 HX1721                         *CURRENT SURVEY CONTROL
 HX1721  ___________________________________________________________________
 HX1721* NAD 83(1986)-  38 44 51.     (N)    081 22 26.     (W)     SCALED    
 HX1721* NAVD 88     -       235.323  (meters)     772.06   (feet)  ADJUSTED  
 HX1721  ___________________________________________________________________
 HX1721  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HX1721  DYNAMIC HT  -         235.166 (meters)     771.54  (feet)  COMP
 HX1721  MODELED GRAV-     979,952.9   (mgal)                       NAVD 88
 HX1721
 HX1721  VERT ORDER  -  SECOND    CLASS 0
 HX1721
 HX1721.The horizontal coordinates were scaled from a topographic map and have
 HX1721.an estimated accuracy of +/- 6 seconds.
 HX1721
 HX1721.The orthometric height was determined by differential leveling
 HX1721.and adjusted by the National Geodetic Survey in June 1991..
 HX1721
 HX1721.The geoid height was determined by GEOID03.
 HX1721
 HX1721.The dynamic height is computed by dividing the NAVD 88
 HX1721.geopotential number by the normal gravity value computed on the
 HX1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1721.degrees latitude (g = 980.6199 gals.).
 HX1721
 HX1721.The modeled gravity was interpolated from observed gravity values.
 HX1721
 HX1721;                    North         East    Units  Estimated Accuracy
 HX1721;SPC WV S     -   194,020.      567,500.      MT  (+/- 180 meters Scaled)
 HX1721
 HX1721                          SUPERSEDED SURVEY CONTROL
 HX1721
 HX1721  NGVD 29 (??/??/92)  235.490  (m)          772.60   (f) ADJ UNCH    2 0
 HX1721
 HX1721.Superseded values are not recommended for survey control.
 HX1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1721.See file dsdata.txt to determine how the superseded data were derived.
 HX1721
 HX1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC675888(NAD 83)
 HX1721_MARKER: DB = BENCH MARK DISK
 HX1721_SETTING: 66 = SET IN ROCK OUTCROP
 HX1721_SP_SET: ROCK LEDGE
 HX1721_STAMPING: D 7 1933
 HX1721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1721+STABILITY: POSITION/ELEVATION WELL
 HX1721
 HX1721  HISTORY     - Date     Condition        Report By
 HX1721  HISTORY     - 1933     MONUMENTED       CGS
 HX1721  HISTORY     - 1935     GOOD             NGS
 HX1721
 HX1721                          STATION DESCRIPTION
 HX1721
 HX1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX1721'4.6 MI S FROM SPENCER.
 HX1721'4.6 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT
 HX1721'SPENCER, ABOUT 105 YARDS SOUTHWEST OF THE SOUTHWEST END OF A
 HX1721'CONCRETE ARCH BRIDGE OVER A SMALL STREAM, 63 YARDS NORTHEAST
 HX1721'OF THE NORTHEAST END OF ANOTHER CONCRETE BRIDGE, ABOUT 11 YARDS
 HX1721'NORTHEAST OF A SMALL CONCRETE CULVERT, 5 YARDS SOUTHEAST OF THE
 HX1721'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A ROCK LEDGE, AND LEVEL
 HX1721'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED D 7 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1205 ***********************************************************************
 JX1205  DESIGNATION -  D 76
 JX1205  PID         -  JX1205
 JX1205  STATE/COUNTY-  WV/WOOD
 JX1205  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1205
 JX1205                         *CURRENT SURVEY CONTROL
 JX1205  ___________________________________________________________________
 JX1205* NAD 83(1986)-  39 11 25.     (N)    081 31 55.     (W)     SCALED    
 JX1205* NAVD 88     -       202.917  (meters)     665.74   (feet)  ADJUSTED  
 JX1205  ___________________________________________________________________
 JX1205  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1205  DYNAMIC HT  -         202.790 (meters)     665.32  (feet)  COMP
 JX1205  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 JX1205
 JX1205  VERT ORDER  -  SECOND    CLASS 0
 JX1205
 JX1205.The horizontal coordinates were scaled from a topographic map and have
 JX1205.an estimated accuracy of +/- 6 seconds.
 JX1205
 JX1205.The orthometric height was determined by differential leveling
 JX1205.and adjusted by the National Geodetic Survey in June 1991..
 JX1205.WARNING-Repeat measurements at this control monument indicate possible
 JX1205.vertical movement.
 JX1205
 JX1205.The geoid height was determined by GEOID03.
 JX1205
 JX1205.The dynamic height is computed by dividing the NAVD 88
 JX1205.geopotential number by the normal gravity value computed on the
 JX1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1205.degrees latitude (g = 980.6199 gals.).
 JX1205
 JX1205.The modeled gravity was interpolated from observed gravity values.
 JX1205
 JX1205;                    North         East    Units  Estimated Accuracy
 JX1205;SPC WV N     -    78,620.      424,470.      MT  (+/- 180 meters Scaled)
 JX1205
 JX1205                          SUPERSEDED SURVEY CONTROL
 JX1205
 JX1205  NGVD 29 (??/??/92)  203.096  (m)          666.32   (f) ADJ UNCH    2 0
 JX1205
 JX1205.Superseded values are not recommended for survey control.
 JX1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1205.See file dsdata.txt to determine how the superseded data were derived.
 JX1205
 JX1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD540380(NAD 83)
 JX1205_MARKER: DB = BENCH MARK DISK
 JX1205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1205_SP_SET: BUILDING
 JX1205_STAMPING: D 76 1941
 JX1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1205
 JX1205  HISTORY     - Date     Condition        Report By
 JX1205  HISTORY     - 1941     MONUMENTED       CGS
 JX1205  HISTORY     - 1956     GOOD             NGS
 JX1205  HISTORY     - 1963     GOOD             NGS
 JX1205
 JX1205                          STATION DESCRIPTION
 JX1205
 JX1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1205'AT MINERAL WELLS.
 JX1205'AT MINERAL WELLS, ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 21
 JX1205'FROM THE POST OFFICE, ON THE OUTSIDE AND AT THE NORTH END OF A
 JX1205'CURVE IN HIGHWAY WITH TANGENTS EXTENDING NORTH AND SOUTHEAST,
 JX1205'SET IN THE TOP OF A CONCRETE RETAINING WALL ALONG EAST SIDE
 JX1205'OF LAWN OF A TWO-STORY FRAME HOUSE, 22 FEET WEST OF CENTER LINE
 JX1205'OF HIGHWAY 21, 23 FEET NORTHWEST OF CENTER OF JUNCTION OF
 JX1205'HIGHWAY AND A ROAD LEADING SOUTHWEST, 150 FEET NORTH AND ACROSS
 JX1205'ROAD SOUTHWEST FROM NORTHWEST CORNER OF SMITHS GROCERY STORE,
 JX1205'3 FEET SOUTH OF SOUTH EDGE OF CONCRETE STEPS LEADING UP BANK
 JX1205'TO HOUSE, 4 FEET NORTHWEST OF AN ANGLE IN RETAINING WALL AND
 JX1205'ABOUT 3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 JX1205
 JX1205                          STATION RECOVERY (1963)
 JX1205
 JX1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0713 ***********************************************************************
 JW0713  DESIGNATION -  D 77
 JW0713  PID         -  JW0713
 JW0713  STATE/COUNTY-  WV/GRANT
 JW0713  USGS QUAD   -  GREENLAND GAP (1981)
 JW0713
 JW0713                         *CURRENT SURVEY CONTROL
 JW0713  ___________________________________________________________________
 JW0713* NAD 83(1986)-  39 09 27.     (N)    079 11 50.     (W)     SCALED    
 JW0713* NAVD 88     -       556.814  (meters)    1826.81   (feet)  ADJUSTED  
 JW0713  ___________________________________________________________________
 JW0713  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JW0713  DYNAMIC HT  -         556.435 (meters)    1825.57  (feet)  COMP
 JW0713  MODELED GRAV-     979,928.7   (mgal)                       NAVD 88
 JW0713
 JW0713  VERT ORDER  -  SECOND    CLASS 0
 JW0713
 JW0713.The horizontal coordinates were scaled from a topographic map and have
 JW0713.an estimated accuracy of +/- 6 seconds.
 JW0713
 JW0713.The orthometric height was determined by differential leveling
 JW0713.and adjusted by the National Geodetic Survey in June 1991..
 JW0713
 JW0713.The geoid height was determined by GEOID03.
 JW0713
 JW0713.The dynamic height is computed by dividing the NAVD 88
 JW0713.geopotential number by the normal gravity value computed on the
 JW0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0713.degrees latitude (g = 980.6199 gals.).
 JW0713
 JW0713.The modeled gravity was interpolated from observed gravity values.
 JW0713
 JW0713;                    North         East    Units  Estimated Accuracy
 JW0713;SPC WV N     -    73,040.      626,170.      MT  (+/- 180 meters Scaled)
 JW0713
 JW0713                          SUPERSEDED SURVEY CONTROL
 JW0713
 JW0713  NGVD 29 (??/??/92)  556.943  (m)         1827.24   (f) ADJ UNCH    2 0
 JW0713
 JW0713.Superseded values are not recommended for survey control.
 JW0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0713.See file dsdata.txt to determine how the superseded data were derived.
 JW0713
 JW0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD557358(NAD 83)
 JW0713_MARKER: DB = BENCH MARK DISK
 JW0713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0713_SP_SET: CULVERT
 JW0713_STAMPING: D 77 1941
 JW0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0713
 JW0713  HISTORY     - Date     Condition        Report By
 JW0713  HISTORY     - 1941     MONUMENTED       CGS
 JW0713  HISTORY     - 1954     GOOD             NGS
 JW0713
 JW0713                          STATION DESCRIPTION
 JW0713
 JW0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0713'11.3 MI SE FROM MOUNT STORM.
 JW0713'ABOUT 11.3 MILES SOUTHEAST ALONG STATE HIGHWAY 42 FROM THE
 JW0713'JUNCTION WITH U.S. HIGHWAY 50 AT MOUNT STORM, GRANT COUNTY, 32.8
 JW0713'FEET SOUTH OF THE SOUTH LINE OF A FARMHOUSE, AT A CULVERT, IN THE
 JW0713'TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL, 17.0 FEET
 JW0713'WEST OF THE CENTER LINE OF THE HIGHWAY, AND 2.8 FEET NORTH OF
 JW0713'A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED
 JW0713'D 77 1941.
 JW0713
 JW0713                          STATION RECOVERY (1954)
 JW0713
 JW0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3091 ***********************************************************************
 JV3091  DESIGNATION -  D 78
 JV3091  PID         -  JV3091
 JV3091  STATE/COUNTY-  WV/JEFFERSON
 JV3091  USGS QUAD   -  CHARLES TOWN (1988)
 JV3091
 JV3091                         *CURRENT SURVEY CONTROL
 JV3091  ___________________________________________________________________
 JV3091* NAD 83(1986)-  39 15 12.     (N)    077 48 56.     (W)     SCALED    
 JV3091* NAVD 88     -       108.341  (meters)     355.45   (feet)  ADJUSTED  
 JV3091  ___________________________________________________________________
 JV3091  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JV3091  DYNAMIC HT  -         108.277 (meters)     355.24  (feet)  COMP
 JV3091  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 JV3091
 JV3091  VERT ORDER  -  SECOND    CLASS 0
 JV3091
 JV3091.The horizontal coordinates were scaled from a topographic map and have
 JV3091.an estimated accuracy of +/- 6 seconds.
 JV3091
 JV3091.The orthometric height was determined by differential leveling
 JV3091.and adjusted by the National Geodetic Survey in June 1991..
 JV3091
 JV3091.The geoid height was determined by GEOID03.
 JV3091
 JV3091.The dynamic height is computed by dividing the NAVD 88
 JV3091.geopotential number by the normal gravity value computed on the
 JV3091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3091.degrees latitude (g = 980.6199 gals.).
 JV3091
 JV3091.The modeled gravity was interpolated from observed gravity values.
 JV3091
 JV3091;                    North         East    Units  Estimated Accuracy
 JV3091;SPC WV N     -    85,000.      745,380.      MT  (+/- 180 meters Scaled)
 JV3091
 JV3091                          SUPERSEDED SURVEY CONTROL
 JV3091
 JV3091  NGVD 29 (??/??/??)  108.547  (m)          356.12   (f) ADJUSTED    2 0
 JV3091
 JV3091.Superseded values are not recommended for survey control.
 JV3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3091.See file dsdata.txt to determine how the superseded data were derived.
 JV3091
 JV3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ570486(NAD 83)
 JV3091_MARKER: DB = BENCH MARK DISK
 JV3091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3091_SP_SET: BRIDGE ABUTMENT
 JV3091_STAMPING: D 78 1942
 JV3091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3091
 JV3091  HISTORY     - Date     Condition        Report By
 JV3091  HISTORY     - 1942     MONUMENTED       CGS
 JV3091
 JV3091                          STATION DESCRIPTION
 JV3091
 JV3091'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3091'3.7 MI SE FROM CHARLES TOWN.
 JV3091'ABOUT 3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST
 JV3091'OFFICE AT CHARLES TOWN, JEFFERSON COUNTY, AT A STEEL BRIDGE OVER
 JV3091'SHENANDOAH RIVER, IN THE EAST WING WALL OF THE SOUTHEAST ABUTMENT,
 JV3091'AND 14.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A
 JV3091'STANDARD DISK, STAMPED D 78 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0118 ***********************************************************************
 JX0118  DESIGNATION -  D 79
 JX0118  PID         -  JX0118
 JX0118  STATE/COUNTY-  WV/TAYLOR
 JX0118  USGS QUAD   -  GRAFTON (1976)
 JX0118
 JX0118                         *CURRENT SURVEY CONTROL
 JX0118  ___________________________________________________________________
 JX0118* NAD 83(1986)-  39 16 47.     (N)    080 04 49.     (W)     SCALED    
 JX0118* NAVD 88     -       345.271  (meters)    1132.78   (feet)  ADJUSTED  
 JX0118  ___________________________________________________________________
 JX0118  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JX0118  DYNAMIC HT  -         345.054 (meters)    1132.06  (feet)  COMP
 JX0118  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JX0118
 JX0118  VERT ORDER  -  FIRST     CLASS II
 JX0118
 JX0118.The horizontal coordinates were scaled from a topographic map and have
 JX0118.an estimated accuracy of +/- 6 seconds.
 JX0118
 JX0118.The orthometric height was determined by differential leveling
 JX0118.and adjusted by the National Geodetic Survey in June 1991..
 JX0118
 JX0118.The geoid height was determined by GEOID03.
 JX0118
 JX0118.The dynamic height is computed by dividing the NAVD 88
 JX0118.geopotential number by the normal gravity value computed on the
 JX0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0118.degrees latitude (g = 980.6199 gals.).
 JX0118
 JX0118.The modeled gravity was interpolated from observed gravity values.
 JX0118
 JX0118;                    North         East    Units  Estimated Accuracy
 JX0118;SPC WV N     -    86,720.      549,930.      MT  (+/- 180 meters Scaled)
 JX0118
 JX0118                          SUPERSEDED SURVEY CONTROL
 JX0118
 JX0118  NGVD 29 (??/??/92)  345.455  (m)         1133.38   (f) ADJ UNCH    1 2
 JX0118
 JX0118.Superseded values are not recommended for survey control.
 JX0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0118.See file dsdata.txt to determine how the superseded data were derived.
 JX0118
 JX0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND793482(NAD 83)
 JX0118_MARKER: DB = BENCH MARK DISK
 JX0118_SETTING: 66 = SET IN ROCK OUTCROP
 JX0118_SP_SET: OUTCROP
 JX0118_STAMPING: D 79 1943
 JX0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0118+STABILITY: POSITION/ELEVATION WELL
 JX0118
 JX0118  HISTORY     - Date     Condition        Report By
 JX0118  HISTORY     - 1943     MONUMENTED       CGS
 JX0118
 JX0118                          STATION DESCRIPTION
 JX0118
 JX0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0118'6.5 MI SW FROM GRAFTON.
 JX0118'6.5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0118'THE STATION AT GRAFTON, TAYLOR COUNTY, AT THE NORTHEAST END OF
 JX0118'A DEEP CUT, 3-1/2 POLES SOUTHWEST OF POLE 286+10, 14 FEET
 JX0118'SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST TRACK, IN THE TOP
 JX0118'OF A ROCK OUTCROP, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 JX0118'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1678 ***********************************************************************
 HX1678  DESIGNATION -  D 8
 HX1678  PID         -  HX1678
 HX1678  STATE/COUNTY-  WV/ROANE
 HX1678  USGS QUAD   -  ARNOLDSBURG (1965)
 HX1678
 HX1678                         *CURRENT SURVEY CONTROL
 HX1678  ___________________________________________________________________
 HX1678* NAD 83(1986)-  38 48 07.     (N)    081 14 09.     (W)     SCALED    
 HX1678* NAVD 88     -       217.172  (meters)     712.51   (feet)  ADJUSTED  
 HX1678  ___________________________________________________________________
 HX1678  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HX1678  DYNAMIC HT  -         217.029 (meters)     712.04  (feet)  COMP
 HX1678  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 HX1678
 HX1678  VERT ORDER  -  SECOND    CLASS 0
 HX1678
 HX1678.The horizontal coordinates were scaled from a topographic map and have
 HX1678.an estimated accuracy of +/- 6 seconds.
 HX1678
 HX1678.The orthometric height was determined by differential leveling
 HX1678.and adjusted by the National Geodetic Survey in June 1991..
 HX1678
 HX1678.The geoid height was determined by GEOID03.
 HX1678
 HX1678.The dynamic height is computed by dividing the NAVD 88
 HX1678.geopotential number by the normal gravity value computed on the
 HX1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1678.degrees latitude (g = 980.6199 gals.).
 HX1678
 HX1678.The modeled gravity was interpolated from observed gravity values.
 HX1678
 HX1678;                    North         East    Units  Estimated Accuracy
 HX1678;SPC WV S     -   200,030.      579,510.      MT  (+/- 180 meters Scaled)
 HX1678
 HX1678                          SUPERSEDED SURVEY CONTROL
 HX1678
 HX1678  NGVD 29 (??/??/92)  217.341  (m)          713.06   (f) ADJ UNCH    2 0
 HX1678
 HX1678.Superseded values are not recommended for survey control.
 HX1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1678.See file dsdata.txt to determine how the superseded data were derived.
 HX1678
 HX1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC795948(NAD 83)
 HX1678_MARKER: DB = BENCH MARK DISK
 HX1678_SETTING: 66 = SET IN ROCK OUTCROP
 HX1678_SP_SET: ROCK OUTCROP
 HX1678_STAMPING: D 8 1933
 HX1678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1678+STABILITY: POSITION/ELEVATION WELL
 HX1678
 HX1678  HISTORY     - Date     Condition        Report By
 HX1678  HISTORY     - 1933     MONUMENTED       CGS
 HX1678
 HX1678                          STATION DESCRIPTION
 HX1678
 HX1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1678'6.5 MI W FROM ARNOLDSBURG.
 HX1678'IN ROANE COUNTY, 6.5 MILES WEST ALONG STATE HIGHWAY 5 FROM THE
 HX1678'POST OFFICE AT ARNOLDSBURG, CALHOUN COUNTY, 35 YARDS EAST OF A
 HX1678'CONCRETE CULVERT OVER A SMALL STREAM, 14 YARDS EAST OF THE EAST
 HX1678'END OF THE E.M. PURSLEY CHICKEN HOUSE, 15 YARDS NORTH OF THE
 HX1678'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LARGE ROCK OUTCROP,
 HX1678'AND 5 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D
 HX1678'8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0160 ***********************************************************************
 JX0160  DESIGNATION -  D 80
 JX0160  PID         -  JX0160
 JX0160  STATE/COUNTY-  WV/HARRISON
 JX0160  USGS QUAD   -  WOLF SUMMIT (1976)
 JX0160
 JX0160                         *CURRENT SURVEY CONTROL
 JX0160  ___________________________________________________________________
 JX0160* NAD 83(1986)-  39 17 18.     (N)    080 25 40.     (W)     SCALED    
 JX0160* NAVD 88     -       320.319  (meters)    1050.91   (feet)  ADJUSTED  
 JX0160  ___________________________________________________________________
 JX0160  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JX0160  DYNAMIC HT  -         320.117 (meters)    1050.25  (feet)  COMP
 JX0160  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 JX0160
 JX0160  VERT ORDER  -  FIRST     CLASS II
 JX0160
 JX0160.The horizontal coordinates were scaled from a topographic map and have
 JX0160.an estimated accuracy of +/- 6 seconds.
 JX0160
 JX0160.The orthometric height was determined by differential leveling
 JX0160.and adjusted by the National Geodetic Survey in June 1991..
 JX0160
 JX0160.The geoid height was determined by GEOID03.
 JX0160
 JX0160.The dynamic height is computed by dividing the NAVD 88
 JX0160.geopotential number by the normal gravity value computed on the
 JX0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0160.degrees latitude (g = 980.6199 gals.).
 JX0160
 JX0160.The modeled gravity was interpolated from observed gravity values.
 JX0160
 JX0160;                    North         East    Units  Estimated Accuracy
 JX0160;SPC WV N     -    87,930.      519,960.      MT  (+/- 180 meters Scaled)
 JX0160
 JX0160                          SUPERSEDED SURVEY CONTROL
 JX0160
 JX0160  NGVD 29 (??/??/92)  320.502  (m)         1051.51   (f) ADJ UNCH    1 2
 JX0160
 JX0160.Superseded values are not recommended for survey control.
 JX0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0160.See file dsdata.txt to determine how the superseded data were derived.
 JX0160
 JX0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND493489(NAD 83)
 JX0160_MARKER: DB = BENCH MARK DISK
 JX0160_SETTING: 66 = SET IN ROCK OUTCROP
 JX0160_SP_SET: BOULDER
 JX0160_STAMPING: D 80 1943
 JX0160_MARK LOGO: CGS   
 JX0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0160+STABILITY: POSITION/ELEVATION WELL
 JX0160
 JX0160  HISTORY     - Date     Condition        Report By
 JX0160  HISTORY     - 1943     MONUMENTED       CGS
 JX0160  HISTORY     - 1983     GOOD             NGS
 JX0160
 JX0160                          STATION DESCRIPTION
 JX0160
 JX0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0160'1.9 MI W FROM WILSONBURG.
 JX0160'1.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0160'STATION AT WILSONBURG, HARRISON COUNTY, 0.1 MILE EAST OF MILEPOST
 JX0160'P 77-B 307, 220 FEET WEST OF A DIRT ROAD CROSSING, 80 FEET SOUTH
 JX0160'OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A LARGE SANDSTONE
 JX0160'BOULDER, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK.
 JX0160
 JX0160                          STATION RECOVERY (1983)
 JX0160
 JX0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0160'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  13.4 KM
 JX0160'(8.3 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF 79 AT THE
 JX0160'EAST EDGE OF CLARKSBURG, THENCE 0.5 KM (0.35 MI) NORTH ALONG A GRAVEL
 JX0160'ROAD TO THE RAILROAD TRACKS AND THE MARK ON THE LEFT, 67.0 METERS
 JX0160'(220.0 FT) WEST OF A ROAD CROSSING, 24.3 METERS (80.0 FT) SOUTH OF THE
 JX0160'CENTER OF THE RAILROAD.
 JX0160'THE MARK IS 1.2 M BELOW RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0934 ***********************************************************************
 JX0934  DESIGNATION -  D 82
 JX0934  PID         -  JX0934
 JX0934  STATE/COUNTY-  WV/RITCHIE
 JX0934  USGS QUAD   -  ELLENBORO (1975)
 JX0934
 JX0934                         *CURRENT SURVEY CONTROL
 JX0934  ___________________________________________________________________
 JX0934* NAD 83(1986)-  39 15 32.     (N)    081 04 22.     (W)     SCALED    
 JX0934* NAVD 88     -       237.133  (meters)     777.99   (feet)  ADJUSTED  
 JX0934  ___________________________________________________________________
 JX0934  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JX0934  DYNAMIC HT  -         236.985 (meters)     777.51  (feet)  COMP
 JX0934  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 JX0934
 JX0934  VERT ORDER  -  FIRST     CLASS II
 JX0934
 JX0934.The horizontal coordinates were scaled from a topographic map and have
 JX0934.an estimated accuracy of +/- 6 seconds.
 JX0934
 JX0934.The orthometric height was determined by differential leveling
 JX0934.and adjusted by the National Geodetic Survey in June 1991..
 JX0934
 JX0934.The geoid height was determined by GEOID03.
 JX0934
 JX0934.The dynamic height is computed by dividing the NAVD 88
 JX0934.geopotential number by the normal gravity value computed on the
 JX0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0934.degrees latitude (g = 980.6199 gals.).
 JX0934
 JX0934.The modeled gravity was interpolated from observed gravity values.
 JX0934
 JX0934;                    North         East    Units  Estimated Accuracy
 JX0934;SPC WV N     -    85,440.      464,270.      MT  (+/- 180 meters Scaled)
 JX0934
 JX0934                          SUPERSEDED SURVEY CONTROL
 JX0934
 JX0934  NGVD 29 (??/??/92)  237.307  (m)          778.56   (f) ADJ UNCH    1 2
 JX0934
 JX0934.Superseded values are not recommended for survey control.
 JX0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0934.See file dsdata.txt to determine how the superseded data were derived.
 JX0934
 JX0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD937455(NAD 83)
 JX0934_MARKER: DB = BENCH MARK DISK
 JX0934_SETTING: 66 = SET IN ROCK OUTCROP
 JX0934_SP_SET: ROCK OUTCROP
 JX0934_STAMPING: D 82 1943
 JX0934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0934+STABILITY: POSITION/ELEVATION WELL
 JX0934
 JX0934  HISTORY     - Date     Condition        Report By
 JX0934  HISTORY     - 1943     MONUMENTED       CGS
 JX0934  HISTORY     - 1960     GOOD             NGS
 JX0934
 JX0934                          STATION DESCRIPTION
 JX0934
 JX0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JX0934'1 MI W FROM ELLENBORO.
 JX0934'1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0934'STATION AT ELLENBORO, RITCHIE COUNTY, 150 FEET WEST OF A
 JX0934'DIRT-ROAD CROSSING, 9 FEET EAST OF THE SECOND POLE WEST OF
 JX0934'POLE 348+10, 14 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN
 JX0934'THE FACE OF A ROCK OUTCROP, AND ABOUT 2-1/2 FEET ABOVE THE
 JX0934'LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED D 82 1943 AND
 JX0934'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0969 ***********************************************************************
 JX0969  DESIGNATION -  D 83
 JX0969  PID         -  JX0969
 JX0969  STATE/COUNTY-  WV/WOOD
 JX0969  USGS QUAD   -  PETROLEUM (1987)
 JX0969
 JX0969                         *CURRENT SURVEY CONTROL
 JX0969  ___________________________________________________________________
 JX0969* NAD 83(1986)-  39 11 12.     (N)    081 22 02.     (W)     SCALED    
 JX0969* NAVD 88     -       194.393  (meters)     637.77   (feet)  ADJUSTED  
 JX0969  ___________________________________________________________________
 JX0969  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JX0969  DYNAMIC HT  -         194.272 (meters)     637.37  (feet)  COMP
 JX0969  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 JX0969
 JX0969  VERT ORDER  -  FIRST     CLASS II
 JX0969
 JX0969.The horizontal coordinates were scaled from a topographic map and have
 JX0969.an estimated accuracy of +/- 6 seconds.
 JX0969
 JX0969.The orthometric height was determined by differential leveling
 JX0969.and adjusted by the National Geodetic Survey in June 1991..
 JX0969
 JX0969.The geoid height was determined by GEOID03.
 JX0969
 JX0969.The dynamic height is computed by dividing the NAVD 88
 JX0969.geopotential number by the normal gravity value computed on the
 JX0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0969.degrees latitude (g = 980.6199 gals.).
 JX0969
 JX0969.The modeled gravity was interpolated from observed gravity values.
 JX0969
 JX0969;                    North         East    Units  Estimated Accuracy
 JX0969;SPC WV N     -    77,910.      438,690.      MT  (+/- 180 meters Scaled)
 JX0969
 JX0969                          SUPERSEDED SURVEY CONTROL
 JX0969
 JX0969  NGVD 29 (??/??/92)  194.575  (m)          638.37   (f) ADJ UNCH    1 2
 JX0969
 JX0969.Superseded values are not recommended for survey control.
 JX0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0969.See file dsdata.txt to determine how the superseded data were derived.
 JX0969
 JX0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD682375(NAD 83)
 JX0969_MARKER: DB = BENCH MARK DISK
 JX0969_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0969_SP_SET: SIGNAL BASE
 JX0969_STAMPING: D 83 1943
 JX0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0969
 JX0969  HISTORY     - Date     Condition        Report By
 JX0969  HISTORY     - 1943     MONUMENTED       CGS
 JX0969
 JX0969                          STATION DESCRIPTION
 JX0969
 JX0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0969'1 MI NE FROM WALKER.
 JX0969'1.0 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0969'THE STATION AT WALKER, WOOD COUNTY, 35 FEET SOUTHWEST OF THE
 JX0969'THIRD POLE SOUTHWEST OF MILEPOST P 16-B 368, IN THE TOP OF THE
 JX0969'WEST CORNER OF THE CONCRETE BASE OF A SIGNAL, 10 FEET SOUTHEAST
 JX0969'OF THE CENTERLINE OF THE TRACK, AND ONE FOOT ABOVE THE LEVEL OF
 JX0969'THE TRACK.  A STANDARD DISK, STAMPED D 83 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2619 ***********************************************************************
 HX2619  DESIGNATION -  D 84
 HX2619  PID         -  HX2619
 HX2619  STATE/COUNTY-  WV/JACKSON
 HX2619  USGS QUAD   -  RAVENSWOOD (1994)
 HX2619
 HX2619                         *CURRENT SURVEY CONTROL
 HX2619  ___________________________________________________________________
 HX2619* NAD 83(1986)-  38 54 21.     (N)    081 50 28.     (W)     SCALED    
 HX2619* NAVD 88     -       178.064  (meters)     584.20   (feet)  ADJUSTED  
 HX2619  ___________________________________________________________________
 HX2619  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 HX2619  DYNAMIC HT  -         177.950 (meters)     583.82  (feet)  COMP
 HX2619  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 HX2619
 HX2619  VERT ORDER  -  FIRST     CLASS II
 HX2619
 HX2619.The horizontal coordinates were scaled from a topographic map and have
 HX2619.an estimated accuracy of +/- 6 seconds.
 HX2619
 HX2619.The orthometric height was determined by differential leveling
 HX2619.and adjusted by the National Geodetic Survey in June 1991..
 HX2619
 HX2619.The geoid height was determined by GEOID03.
 HX2619
 HX2619.The dynamic height is computed by dividing the NAVD 88
 HX2619.geopotential number by the normal gravity value computed on the
 HX2619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2619.degrees latitude (g = 980.6199 gals.).
 HX2619
 HX2619.The modeled gravity was interpolated from observed gravity values.
 HX2619
 HX2619;                    North         East    Units  Estimated Accuracy
 HX2619;SPC WV S     -   211,870.      527,040.      MT  (+/- 180 meters Scaled)
 HX2619
 HX2619                          SUPERSEDED SURVEY CONTROL
 HX2619
 HX2619  NGVD 29 (??/??/92)  178.240  (m)          584.78   (f) ADJ UNCH    1 2
 HX2619
 HX2619.Superseded values are not recommended for survey control.
 HX2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2619.See file dsdata.txt to determine how the superseded data were derived.
 HX2619
 HX2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD270066(NAD 83)
 HX2619_MARKER: DB = BENCH MARK DISK
 HX2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2619_STAMPING: D 84 1943
 HX2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2619+STABILITY: SURFACE MOTION
 HX2619
 HX2619  HISTORY     - Date     Condition        Report By
 HX2619  HISTORY     - 1943     MONUMENTED       CGS
 HX2619  HISTORY     - 1984     MARK NOT FOUND   NGS
 HX2619
 HX2619                          STATION DESCRIPTION
 HX2619
 HX2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HX2619'2.1 MI S FROM WILLOW GROVE.
 HX2619'2.1 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2619'WILLOW GROVE, 72 FEET NORTHEAST ACROSS THE TRACK FROM THE
 HX2619'THIRD POLE NORTH OF POLE 137+10, AT A PRIVATE DIRT-ROAD CROSSING,
 HX2619'45 FEET EAST OF THE CENTERLINE OF THE TRACK, 10-1/2 FEET NORTH OF
 HX2619'THE CENTERLINE OF THE ROAD, 4.5 FEET WEST OF A FENCE CORNER, IN
 HX2619'LINE WITH AN EAST-AND-WEST FENCE, 1.7 FEET NORTH OF A WHITE
 HX2619'WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 HX2619'A STANDARD DISK, STAMPED D 84 1943 AND SET IN THE TOP OF A
 HX2619'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 HX2619
 HX2619                          STATION RECOVERY (1984)
 HX2619
 HX2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2619'NOT RECOVERED, A REPORT FROM A FARMER STATES THE MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0415 ***********************************************************************
 HY0415  DESIGNATION -  D 85
 HY0415  PID         -  HY0415
 HY0415  STATE/COUNTY-  WV/MASON
 HY0415  USGS QUAD   -  ADDISON (1989)
 HY0415
 HY0415                         *CURRENT SURVEY CONTROL
 HY0415  ___________________________________________________________________
 HY0415* NAD 83(1986)-  38 52 41.     (N)    082 07 51.     (W)     SCALED    
 HY0415* NAVD 88     -       177.394  (meters)     582.00   (feet)  ADJUSTED  
 HY0415  ___________________________________________________________________
 HY0415  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HY0415  DYNAMIC HT  -         177.282 (meters)     581.63  (feet)  COMP
 HY0415  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 HY0415
 HY0415  VERT ORDER  -  FIRST     CLASS II
 HY0415
 HY0415.The horizontal coordinates were scaled from a topographic map and have
 HY0415.an estimated accuracy of +/- 6 seconds.
 HY0415
 HY0415.The orthometric height was determined by differential leveling
 HY0415.and adjusted by the National Geodetic Survey in June 1991..
 HY0415
 HY0415.The geoid height was determined by GEOID03.
 HY0415
 HY0415.The dynamic height is computed by dividing the NAVD 88
 HY0415.geopotential number by the normal gravity value computed on the
 HY0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0415.degrees latitude (g = 980.6199 gals.).
 HY0415
 HY0415.The modeled gravity was interpolated from observed gravity values.
 HY0415
 HY0415;                    North         East    Units  Estimated Accuracy
 HY0415;SPC WV S     -   209,050.      501,880.      MT  (+/- 180 meters Scaled)
 HY0415
 HY0415                          SUPERSEDED SURVEY CONTROL
 HY0415
 HY0415  NGVD 29 (??/??/92)  177.587  (m)          582.63   (f) ADJ UNCH    1 2
 HY0415
 HY0415.Superseded values are not recommended for survey control.
 HY0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0415.See file dsdata.txt to determine how the superseded data were derived.
 HY0415
 HY0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD019038(NAD 83)
 HY0415_MARKER: DB = BENCH MARK DISK
 HY0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0415_STAMPING: D 85 1943
 HY0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0415+STABILITY: SURFACE MOTION
 HY0415
 HY0415  HISTORY     - Date     Condition        Report By
 HY0415  HISTORY     - 1943     MONUMENTED       CGS
 HY0415
 HY0415                          STATION DESCRIPTION
 HY0415
 HY0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HY0415'2 MI N FROM POINT PLEASANT.
 HY0415'2.0 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HY0415'HIGH SCHOOL AT POINT PLEASANT, MASON COUNTY, 1-1/2 POLES NORTH
 HY0415'OF A PRIVATE ROAD CROSSING, AT A SHALLOW CUT, 50.3 FEET EAST
 HY0415'ACROSS THE TRACK FROM POLE 170+1, 30.7 FEET EAST OF THE
 HY0415'CENTERLINE OF THE TRACK, 2.1 FEET SOUTH OF A WHITE WOODEN
 HY0415'WITNESS POST, 0.6 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND
 HY0415'ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK,
 HY0415'STAMPED D 85 1943 AND SET IN THE TOP OF A CONCRETE POST
 HY0415'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1592 ***********************************************************************
 GX1592  DESIGNATION -  D 86
 GX1592  PID         -  GX1592
 GX1592  STATE/COUNTY-  WV/MCDOWELL
 GX1592  USGS QUAD   -  PANTHER (1977)
 GX1592
 GX1592                         *CURRENT SURVEY CONTROL
 GX1592  ___________________________________________________________________
 GX1592* NAD 83(1986)-  37 28 54.     (N)    081 53 54.     (W)     SCALED    
 GX1592* NAVD 88     -       286.296  (meters)     939.29   (feet)  ADJUSTED  
 GX1592  ___________________________________________________________________
 GX1592  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX1592  DYNAMIC HT  -         286.067 (meters)     938.54  (feet)  COMP
 GX1592  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 GX1592
 GX1592  VERT ORDER  -  SECOND    CLASS 0
 GX1592
 GX1592.The horizontal coordinates were scaled from a topographic map and have
 GX1592.an estimated accuracy of +/- 6 seconds.
 GX1592
 GX1592.The orthometric height was determined by differential leveling
 GX1592.and adjusted by the National Geodetic Survey in June 1991..
 GX1592
 GX1592.The geoid height was determined by GEOID03.
 GX1592
 GX1592.The dynamic height is computed by dividing the NAVD 88
 GX1592.geopotential number by the normal gravity value computed on the
 GX1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1592.degrees latitude (g = 980.6199 gals.).
 GX1592
 GX1592.The modeled gravity was interpolated from observed gravity values.
 GX1592
 GX1592;                    North         East    Units  Estimated Accuracy
 GX1592;SPC WV S     -    53,850.      520,550.      MT  (+/- 180 meters Scaled)
 GX1592
 GX1592                          SUPERSEDED SURVEY CONTROL
 GX1592
 GX1592  NGVD 29 (??/??/92)  286.498  (m)          939.95   (f) ADJ UNCH    2 0
 GX1592
 GX1592.Superseded values are not recommended for survey control.
 GX1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1592.See file dsdata.txt to determine how the superseded data were derived.
 GX1592
 GX1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB205486(NAD 83)
 GX1592_MARKER: DB = BENCH MARK DISK
 GX1592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1592_SP_SET: ABUTMENT
 GX1592_STAMPING: D 86 1952 939.952
 GX1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1592
 GX1592  HISTORY     - Date     Condition        Report By
 GX1592  HISTORY     - 1952     MONUMENTED       CGS
 GX1592  HISTORY     - 1956     GOOD             NGS
 GX1592  HISTORY     - 1963     GOOD             USGS
 GX1592
 GX1592                          STATION DESCRIPTION
 GX1592
 GX1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GX1592'0.2 MI SW FROM PANTHER.
 GX1592'0.15 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE NORFOLK AND
 GX1592'WESTERN RAILROAD STATION AT PANTHER, 0.1 MILE SOUTHWEST OF
 GX1592'BRIDGE OVER TUG FORK, SET IN THE TOP OF THE NORTHWEST END OF THE
 GX1592'SOUTHWEST ABUTMENT OF A 115-FOOT BRIDGE OVER PANTHER CREEK, 16
 GX1592'FEET NORTHWEST OF CENTER OF ROAD AND ABOUT 1 FOOT ABOVE LEVEL OF
 GX1592'ROAD.
 GX1592
 GX1592                          STATION RECOVERY (1963)
 GX1592
 GX1592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GX1592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1093 ***********************************************************************
 GX1093  DESIGNATION -  D 87
 GX1093  PID         -  GX1093
 GX1093  STATE/COUNTY-  WV/RALEIGH
 GX1093  USGS QUAD   -  BECKLEY (1989)
 GX1093
 GX1093                         *CURRENT SURVEY CONTROL
 GX1093  ___________________________________________________________________
 GX1093* NAD 83(1986)-  37 45 03.     (N)    081 07 58.     (W)     SCALED    
 GX1093* NAVD 88     -       661.165  (meters)    2169.17   (feet)  ADJUSTED  
 GX1093  ___________________________________________________________________
 GX1093  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX1093  DYNAMIC HT  -         660.601 (meters)    2167.32  (feet)  COMP
 GX1093  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 GX1093
 GX1093  VERT ORDER  -  SECOND    CLASS 0
 GX1093
 GX1093.The horizontal coordinates were scaled from a topographic map and have
 GX1093.an estimated accuracy of +/- 6 seconds.
 GX1093
 GX1093.The orthometric height was determined by differential leveling
 GX1093.and adjusted by the National Geodetic Survey in June 1991..
 GX1093
 GX1093.The geoid height was determined by GEOID03.
 GX1093
 GX1093.The dynamic height is computed by dividing the NAVD 88
 GX1093.geopotential number by the normal gravity value computed on the
 GX1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1093.degrees latitude (g = 980.6199 gals.).
 GX1093
 GX1093.The modeled gravity was interpolated from observed gravity values.
 GX1093
 GX1093;                    North         East    Units  Estimated Accuracy
 GX1093;SPC WV S     -    83,340.      588,300.      MT  (+/- 180 meters Scaled)
 GX1093
 GX1093                          SUPERSEDED SURVEY CONTROL
 GX1093
 GX1093  NGVD 29 (??/??/92)  661.302  (m)         2169.62   (f) ADJ UNCH    2 0
 GX1093
 GX1093.Superseded values are not recommended for survey control.
 GX1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1093.See file dsdata.txt to determine how the superseded data were derived.
 GX1093
 GX1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB883781(NAD 83)
 GX1093_MARKER: DB = BENCH MARK DISK
 GX1093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1093_SP_SET: BRIDGE
 GX1093_STAMPING: D 87 1960
 GX1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1093
 GX1093  HISTORY     - Date     Condition        Report By
 GX1093  HISTORY     - 1960     MONUMENTED       CGS
 GX1093  HISTORY     - 1965     GOOD             NGS
 GX1093  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 GX1093
 GX1093                          STATION DESCRIPTION
 GX1093
 GX1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1093'0.8 MI NW FROM BEAVER.
 GX1093'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM SHADY SPRING
 GX1093'HIGH SCHOOL AT BEAVER, THENCE ABOUT 0.15 MILE NORTH-NORTHEAST
 GX1093'ALONG A BLACK TOP ROAD TO RALEIGH COUNTY MEMORIAL AIRPORT,
 GX1093'32 FEET SOUTHEAST OF THE CENTER LINE OF ROAD, 23 FEET SOUTHWEST
 GX1093'OF THE CENTER LINE OF A SMALL ROAD ALONG THE NORTHEAST BANK
 GX1093'OF CREEK, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 GX1093'ABUTMENT OF NORTHEAST ARCH OF TWO CORRUGATED METAL ARCHES
 GX1093'FORMING BRIDGE OVER LITTLE BEAVER CREEK, AND ABOUT 8 FEET BELOW
 GX1093'THE LEVEL OF AIRPORT ROAD.
 GX1093
 GX1093                          STATION RECOVERY (1965)
 GX1093
 GX1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX1093'RECOVERED IN GOOD CONDITION.
 GX1093
 GX1093                          STATION RECOVERY (1980)
 GX1093
 GX1093'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 GX1093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0314 ***********************************************************************
 JX0314  DESIGNATION -  D 9
 JX0314  PID         -  JX0314
 JX0314  STATE/COUNTY-  WV/LEWIS
 JX0314  USGS QUAD   -  CAMDEN (1976)
 JX0314
 JX0314                         *CURRENT SURVEY CONTROL
 JX0314  ___________________________________________________________________
 JX0314* NAD 83(1986)-  39 03 13.     (N)    080 34 31.     (W)     SCALED    
 JX0314* NAVD 88     -       355.647  (meters)    1166.82   (feet)  ADJUSTED  
 JX0314  ___________________________________________________________________
 JX0314  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JX0314  DYNAMIC HT  -         355.418 (meters)    1166.07  (feet)  COMP
 JX0314  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 JX0314
 JX0314  VERT ORDER  -  SECOND    CLASS 0
 JX0314
 JX0314.The horizontal coordinates were scaled from a topographic map and have
 JX0314.an estimated accuracy of +/- 6 seconds.
 JX0314
 JX0314.The orthometric height was determined by differential leveling
 JX0314.and adjusted by the National Geodetic Survey in June 1991..
 JX0314
 JX0314.The geoid height was determined by GEOID03.
 JX0314
 JX0314.The dynamic height is computed by dividing the NAVD 88
 JX0314.geopotential number by the normal gravity value computed on the
 JX0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0314.degrees latitude (g = 980.6199 gals.).
 JX0314
 JX0314.The modeled gravity was interpolated from observed gravity values.
 JX0314
 JX0314;                    North         East    Units  Estimated Accuracy
 JX0314;SPC WV S     -   228,030.      636,770.      MT  (+/- 180 meters Scaled)
 JX0314
 JX0314                          SUPERSEDED SURVEY CONTROL
 JX0314
 JX0314  NGVD 29 (??/??/92)  355.816  (m)         1167.37   (f) ADJ UNCH    2 0
 JX0314
 JX0314.Superseded values are not recommended for survey control.
 JX0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0314.See file dsdata.txt to determine how the superseded data were derived.
 JX0314
 JX0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND367228(NAD 83)
 JX0314_MARKER: DB = BENCH MARK DISK
 JX0314_SETTING: 66 = SET IN ROCK OUTCROP
 JX0314_SP_SET: OUTCROP
 JX0314_STAMPING: D 9 1933
 JX0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0314+STABILITY: POSITION/ELEVATION WELL
 JX0314
 JX0314  HISTORY     - Date     Condition        Report By
 JX0314  HISTORY     - 1933     MONUMENTED       CGS
 JX0314
 JX0314                          STATION DESCRIPTION
 JX0314
 JX0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0314'0.5 MI SW FROM CAMDEN.
 JX0314'0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 JX0314'AT CAMDEN, LEWIS COUNTY, 120 YARDS WEST OF THE SUMMIT OF CAMDEN
 JX0314'HILL, 6 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP
 JX0314'OF A LARGE ROCK OUTCROP, AND 3 FEET HIGHER THAN THE HIGHWAY.  A
 JX0314'STANDARD DISK, STAMPED D 9 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1071 ***********************************************************************
 JX1071  DESIGNATION -  D 91
 JX1071  PID         -  JX1071
 JX1071  STATE/COUNTY-  WV/WOOD
 JX1071  USGS QUAD   -  KANAWHA (1989)
 JX1071
 JX1071                         *CURRENT SURVEY CONTROL
 JX1071  ___________________________________________________________________
 JX1071* NAD 83(1986)-  39 08 51.     (N)    081 29 45.     (W)     SCALED    
 JX1071* NAVD 88     -       200.063  (meters)     656.37   (feet)  ADJUSTED  
 JX1071  ___________________________________________________________________
 JX1071  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JX1071  DYNAMIC HT  -         199.938 (meters)     655.96  (feet)  COMP
 JX1071  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 JX1071
 JX1071  VERT ORDER  -  SECOND    CLASS 0
 JX1071
 JX1071.The horizontal coordinates were scaled from a topographic map and have
 JX1071.an estimated accuracy of +/- 6 seconds.
 JX1071
 JX1071.The orthometric height was determined by differential leveling
 JX1071.and adjusted by the National Geodetic Survey in June 1991..
 JX1071
 JX1071.The geoid height was determined by GEOID03.
 JX1071
 JX1071.The dynamic height is computed by dividing the NAVD 88
 JX1071.geopotential number by the normal gravity value computed on the
 JX1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1071.degrees latitude (g = 980.6199 gals.).
 JX1071
 JX1071.The modeled gravity was interpolated from observed gravity values.
 JX1071
 JX1071;                    North         East    Units  Estimated Accuracy
 JX1071;SPC WV N     -    73,800.      427,490.      MT  (+/- 180 meters Scaled)
 JX1071
 JX1071                          SUPERSEDED SURVEY CONTROL
 JX1071
 JX1071  NGVD 29 (??/??/92)  200.250  (m)          656.99   (f) ADJ UNCH    2 0
 JX1071
 JX1071.Superseded values are not recommended for survey control.
 JX1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1071.See file dsdata.txt to determine how the superseded data were derived.
 JX1071
 JX1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD571332(NAD 83)
 JX1071_MARKER: DB = BENCH MARK DISK
 JX1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1071_STAMPING: D 91 1956
 JX1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1071+STABILITY: SURFACE MOTION
 JX1071
 JX1071  HISTORY     - Date     Condition        Report By
 JX1071  HISTORY     - 1956     MONUMENTED       CGS
 JX1071
 JX1071                          STATION DESCRIPTION
 JX1071
 JX1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1071'0.9 MI S FROM CHESTERVILLE.
 JX1071'0.9 MILE SOUTH ALONG A GRAVEL ROAD FROM VALLEY CHAPEL CHURCH AT
 JX1071'CHESTERVILLE, ABOUT 0.3 MILE SOUTH OF A WOODEN DECK BRIDGE OVER
 JX1071'LITTLE TYGART CREEK, ABOUT 63 YARDS NORTH OF A PIPE CULVERT UNDER
 JX1071'ROAD FROM A CREEK BRANCH, 26 FEET WEST-NORTHWEST OF CENTER LINE
 JX1071'OF ROAD, 11 1/2 FEET SOUTH OF CENTER LINE OF A SMALL ROAD
 JX1071'LEADING WEST AND UPHILL INTO A SMALL VALLEY, 3 1/2 FEET NORTHEAST
 JX1071'OF A POWER POLE, 2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 JX1071'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1226 ***********************************************************************
 JX1226  DESIGNATION -  D 92
 JX1226  PID         -  JX1226
 JX1226  STATE/COUNTY-  WV/WIRT
 JX1226  USGS QUAD   -  ROCKPORT (1975)
 JX1226
 JX1226                         *CURRENT SURVEY CONTROL
 JX1226  ___________________________________________________________________
 JX1226* NAD 83(1986)-  39 02 27.     (N)    081 32 28.     (W)     SCALED    
 JX1226* NAVD 88     -       248.615  (meters)     815.66   (feet)  ADJUSTED  
 JX1226  ___________________________________________________________________
 JX1226  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JX1226  DYNAMIC HT  -         248.457 (meters)     815.15  (feet)  COMP
 JX1226  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
 JX1226
 JX1226  VERT ORDER  -  SECOND    CLASS 0
 JX1226
 JX1226.The horizontal coordinates were scaled from a topographic map and have
 JX1226.an estimated accuracy of +/- 6 seconds.
 JX1226
 JX1226.The orthometric height was determined by differential leveling
 JX1226.and adjusted by the National Geodetic Survey in June 1991..
 JX1226
 JX1226.The geoid height was determined by GEOID03.
 JX1226
 JX1226.The dynamic height is computed by dividing the NAVD 88
 JX1226.geopotential number by the normal gravity value computed on the
 JX1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1226.degrees latitude (g = 980.6199 gals.).
 JX1226
 JX1226.The modeled gravity was interpolated from observed gravity values.
 JX1226
 JX1226;                    North         East    Units  Estimated Accuracy
 JX1226;SPC WV N     -    62,050.      423,300.      MT  (+/- 180 meters Scaled)
 JX1226
 JX1226                          SUPERSEDED SURVEY CONTROL
 JX1226
 JX1226  NGVD 29 (??/??/92)  248.794  (m)          816.25   (f) ADJ UNCH    2 0
 JX1226
 JX1226.Superseded values are not recommended for survey control.
 JX1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1226.See file dsdata.txt to determine how the superseded data were derived.
 JX1226
 JX1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD531214(NAD 83)
 JX1226_MARKER: DB = BENCH MARK DISK
 JX1226_SETTING: 66 = SET IN ROCK OUTCROP
 JX1226_SP_SET: ROCK CUT
 JX1226_STAMPING: D 92 1956
 JX1226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1226+STABILITY: POSITION/ELEVATION WELL
 JX1226
 JX1226  HISTORY     - Date     Condition        Report By
 JX1226  HISTORY     - 1956     MONUMENTED       CGS
 JX1226
 JX1226                          STATION DESCRIPTION
 JX1226
 JX1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1226'9.7 MI W FROM ELIZABETH.
 JX1226'0.75 MILE WEST ALONG STATE HIGHWAY 14 FROM THE COURT HOUSE
 JX1226'AT ELIZABETH, THENCE ABOUT 8.95 MILES SOUTHWEST AND WEST ALONG
 JX1226'A BLACK TOP AND GRAVEL ROAD FOLLOWING TUCKER CREEK, ABOUT 0.35
 JX1226'MILE EAST OF A CULVERT AT BOTTOM OF STEEP HILL, ABOUT 0.2 MILE
 JX1226'WEST OF JUNCTION OF A TRAIL SOUTHEAST TO A FARM, 13 1/2
 JX1226'FEET NORTH OF CENTER LINE OF ROAD, 56 FEET EAST OF NORTH END
 JX1226'OF A 10-INCH PIPE CULVERT UNDER ROAD, 57 FEET WEST OF NORTH
 JX1226'END OF A 15-INCH PIPE CULVERT AND MOUTH OF A SMALL HOLLOW, SET
 JX1226'VERTICALLY ABOUT 1/2 FOOT ABOVE GROUND IN THE SOUTH FACE OF A
 JX1226'2-FOOT HIGH LAYERED ROCK IN CUT AND ABOUT 3 FEET ABOVE LEVEL
 JX1226'OF ROAD.  NOTE-- MARK MAY BE REACHED FROM THE SCHOOL AT ROCKPORT
 JX1226'BY GOING ABOUT 2.55 MILES SOUTH ALONG U.S. HIGHWAY 21, THENCE
 JX1226'ABOUT 0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD LEADING TO WINDY,
 JX1226'THENCE ABOUT 0.3 MILE EAST ALONG A WINDING DIM DIRT ROAD TO
 JX1226'TUCKER CREEK, THENCE ABOUT 0.35 MILE EAST ALONG A ROAD FOLLOWING
 JX1226'TUCKER CREEK.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE
 JX1226'AND ROAD JUNCTION AT WINDY BY GOING ABOUT 2.0 MILES NORTHWEST
 JX1226'ALONG A GRAVEL ROAD, THENCE ABOUT 0.3 MILE EAST ALONG A WINDING
 JX1226'DIM DIRT ROAD TO TUCKER CREEK, THENCE ABOUT 0.35 MILE EAST
 JX1226'ALONG A ROAD FOLLOWING TUCKER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2480 ***********************************************************************
 HX2480  DESIGNATION -  D 93
 HX2480  PID         -  HX2480
 HX2480  STATE/COUNTY-  WV/JACKSON
 HX2480  USGS QUAD   -  GAY (1987)
 HX2480
 HX2480                         *CURRENT SURVEY CONTROL
 HX2480  ___________________________________________________________________
 HX2480* NAD 83(1986)-  38 51 24.     (N)    081 32 51.     (W)     SCALED    
 HX2480* NAVD 88     -       259.140  (meters)     850.20   (feet)  ADJUSTED  
 HX2480  ___________________________________________________________________
 HX2480  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HX2480  DYNAMIC HT  -         258.972 (meters)     849.64  (feet)  COMP
 HX2480  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 HX2480
 HX2480  VERT ORDER  -  SECOND    CLASS 0
 HX2480
 HX2480.The horizontal coordinates were scaled from a topographic map and have
 HX2480.an estimated accuracy of +/- 6 seconds.
 HX2480
 HX2480.The orthometric height was determined by differential leveling
 HX2480.and adjusted by the National Geodetic Survey in June 1991..
 HX2480
 HX2480.The geoid height was determined by GEOID03.
 HX2480
 HX2480.The dynamic height is computed by dividing the NAVD 88
 HX2480.geopotential number by the normal gravity value computed on the
 HX2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2480.degrees latitude (g = 980.6199 gals.).
 HX2480
 HX2480.The modeled gravity was interpolated from observed gravity values.
 HX2480
 HX2480;                    North         East    Units  Estimated Accuracy
 HX2480;SPC WV S     -   206,220.      552,480.      MT  (+/- 180 meters Scaled)
 HX2480
 HX2480                          SUPERSEDED SURVEY CONTROL
 HX2480
 HX2480  NGVD 29 (??/??/92)  259.304  (m)          850.73   (f) ADJ UNCH    2 0
 HX2480
 HX2480.Superseded values are not recommended for survey control.
 HX2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2480.See file dsdata.txt to determine how the superseded data were derived.
 HX2480
 HX2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD524010(NAD 83)
 HX2480_MARKER: DB = BENCH MARK DISK
 HX2480_SETTING: 66 = SET IN ROCK OUTCROP
 HX2480_SP_SET: ROCK CUT
 HX2480_STAMPING: D 93 1956
 HX2480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2480+STABILITY: POSITION/ELEVATION WELL
 HX2480
 HX2480  HISTORY     - Date     Condition        Report By
 HX2480  HISTORY     - 1956     MONUMENTED       CGS
 HX2480
 HX2480                          STATION DESCRIPTION
 HX2480
 HX2480'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2480'3.4 MI S FROM LIVERPOOL.
 HX2480'ABOUT 0.4 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE CROSSING
 HX2480'OF THE BALTIMORE AND OHIO RAILROAD AT LIVERPOOL, THENCE ABOUT 2.4
 HX2480'MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD FOLLOWING HARTLEY
 HX2480'RUN, THENCE ABOUT 0.65 MILE SOUTH ALONG A DIRT ROAD LEADING INTO
 HX2480'MITCHELL RUN, ABOUT 215 YARDS NORTHWEST OF A POINT WHERE DIRT
 HX2480'ROAD LEAVES MITCHELL RUN AND GOES STEEP UPHILL, ABOUT 1.1 MILES
 HX2480'NORTH ALONG DIRT ROAD FOLLOWING MITCHELL RUN FROM JUNCTION OF
 HX2480'ROAD FOLLOWING LITTLE CREEK, 9 1/2 FEET NORTHEAST OF CENTER LINE
 HX2480'OF ROAD AND ON THE INSIDE OF A SHORT STEEP CURVE IN DIRT ROAD,
 HX2480'SET VERTICALLY IN THE SOUTHWEST FACE OF AN IRREGULAR LAYERED ROCK
 HX2480'CUT, ABOUT 2 1/2 FEET ABOVE BOTTOM OF DITCH AND ABOUT 1/2 FOOT
 HX2480'ABOVE LEVEL OF ROAD.  NOTE-- MARK MAY BE REACHED FROM MARSHALL,
 HX2480'JACKSON COUNTY, BY GOING ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY
 HX2480'33, FROM HIGHWAY BRIDGE OVER BUFFALO CREEK, THENCE ABOUT 2.05
 HX2480'MILES NORTHEAST ALONG A GRAVEL ROAD FOLLOWING LITTLE CREEK, THENCE
 HX2480'ABOUT 1.1 MILES NORTH ALONG A DIRT ROAD FOLLOWING MITCHELL RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1761 ***********************************************************************
 HX1761  DESIGNATION -  D 94
 HX1761  PID         -  HX1761
 HX1761  STATE/COUNTY-  WV/ROANE
 HX1761  USGS QUAD   -  WALTON (1976)
 HX1761
 HX1761                         *CURRENT SURVEY CONTROL
 HX1761  ___________________________________________________________________
 HX1761* NAD 83(1986)-  38 41 41.     (N)    081 28 48.     (W)     SCALED    
 HX1761* NAVD 88     -       243.082  (meters)     797.51   (feet)  ADJUSTED  
 HX1761  ___________________________________________________________________
 HX1761  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX1761  DYNAMIC HT  -         242.919 (meters)     796.98  (feet)  COMP
 HX1761  MODELED GRAV-     979,952.2   (mgal)                       NAVD 88
 HX1761
 HX1761  VERT ORDER  -  SECOND    CLASS 0
 HX1761
 HX1761.The horizontal coordinates were scaled from a topographic map and have
 HX1761.an estimated accuracy of +/- 6 seconds.
 HX1761
 HX1761.The orthometric height was determined by differential leveling
 HX1761.and adjusted by the National Geodetic Survey in June 1991..
 HX1761
 HX1761.The geoid height was determined by GEOID03.
 HX1761
 HX1761.The dynamic height is computed by dividing the NAVD 88
 HX1761.geopotential number by the normal gravity value computed on the
 HX1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1761.degrees latitude (g = 980.6199 gals.).
 HX1761
 HX1761.The modeled gravity was interpolated from observed gravity values.
 HX1761
 HX1761;                    North         East    Units  Estimated Accuracy
 HX1761;SPC WV S     -   188,210.      558,240.      MT  (+/- 180 meters Scaled)
 HX1761
 HX1761                          SUPERSEDED SURVEY CONTROL
 HX1761
 HX1761  NGVD 29 (??/??/92)  243.253  (m)          798.07   (f) ADJ UNCH    2 0
 HX1761
 HX1761.Superseded values are not recommended for survey control.
 HX1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1761.See file dsdata.txt to determine how the superseded data were derived.
 HX1761
 HX1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC582830(NAD 83)
 HX1761_MARKER: DB = BENCH MARK DISK
 HX1761_SETTING: 66 = SET IN ROCK OUTCROP
 HX1761_SP_SET: BANK ROCK
 HX1761_STAMPING: D 94 1956
 HX1761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1761+STABILITY: POSITION/ELEVATION WELL
 HX1761
 HX1761  HISTORY     - Date     Condition        Report By
 HX1761  HISTORY     - 1956     MONUMENTED       CGS
 HX1761
 HX1761                          STATION DESCRIPTION
 HX1761
 HX1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1761'0.7 MI N FROM HARMONY.
 HX1761'ABOUT 0.7 MILE NORTH ALONG A ROAD FOLLOWING COX FARM FROM CONCRETE
 HX1761'BRIDGE OVER COX FORK AT HARMONY, ABOUT 0.6 MILE SOUTH OF JUNCTION
 HX1761'OF ROAD NORTHWEST INTO WOLFCAMP RUN, 16 1/2 FEET EAST-SOUTHEAST
 HX1761'OF CENTER LINE OF ROAD, 174 FEET SOUTH-SOUTHWEST OF EAST END
 HX1761'OF A CORRUGATED PIPE CULVERT UNDER ROAD AND A SHARP CURVE IN
 HX1761'ROAD, 86 FEET SOUTH AND ACROSS ROAD FROM SOUTH CORNER OF A RED CAR
 HX1761'SHED, 88 FEET SOUTH OF CENTER OF JUNCTION OF ROAD AND A TRAIL
 HX1761'LEADING EAST AND DOWNHILL TO A 2-STORY FARM HOUSE, SET VERTICALLY
 HX1761'IN THE 1-FOOT HIGH EXPOSED FACE OF A LAYER OF ROCK IN A CUT BANK
 HX1761'AND ABOUT 4 1/2 FEET ABOVE BOTTOM OF ROAD DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2556 ***********************************************************************
 HX2556  DESIGNATION -  D 95
 HX2556  PID         -  HX2556
 HX2556  STATE/COUNTY-  WV/KANAWHA
 HX2556  USGS QUAD   -  ROMANCE (1975)
 HX2556
 HX2556                         *CURRENT SURVEY CONTROL
 HX2556  ___________________________________________________________________
 HX2556* NAD 83(1986)-  38 34 37.     (N)    081 30 25.     (W)     SCALED    
 HX2556* NAVD 88     -       208.609  (meters)     684.41   (feet)  ADJUSTED  
 HX2556  ___________________________________________________________________
 HX2556  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HX2556  DYNAMIC HT  -         208.467 (meters)     683.95  (feet)  COMP
 HX2556  MODELED GRAV-     979,942.5   (mgal)                       NAVD 88
 HX2556
 HX2556  VERT ORDER  -  SECOND    CLASS 0
 HX2556
 HX2556.The horizontal coordinates were scaled from a topographic map and have
 HX2556.an estimated accuracy of +/- 6 seconds.
 HX2556
 HX2556.The orthometric height was determined by differential leveling
 HX2556.and adjusted by the National Geodetic Survey in June 1991..
 HX2556
 HX2556.The geoid height was determined by GEOID03.
 HX2556
 HX2556.The dynamic height is computed by dividing the NAVD 88
 HX2556.geopotential number by the normal gravity value computed on the
 HX2556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2556.degrees latitude (g = 980.6199 gals.).
 HX2556
 HX2556.The modeled gravity was interpolated from observed gravity values.
 HX2556
 HX2556;                    North         East    Units  Estimated Accuracy
 HX2556;SPC WV S     -   175,150.      555,830.      MT  (+/- 180 meters Scaled)
 HX2556
 HX2556                          SUPERSEDED SURVEY CONTROL
 HX2556
 HX2556  NGVD 29 (??/??/92)  208.785  (m)          684.99   (f) ADJ UNCH    2 0
 HX2556
 HX2556.Superseded values are not recommended for survey control.
 HX2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2556.See file dsdata.txt to determine how the superseded data were derived.
 HX2556
 HX2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC558699(NAD 83)
 HX2556_MARKER: DB = BENCH MARK DISK
 HX2556_SETTING: 80 = SET IN A BOULDER
 HX2556_SP_SET: BOULDER
 HX2556_STAMPING: D 95 1956
 HX2556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2556+STABILITY: SURFACE MOTION
 HX2556
 HX2556  HISTORY     - Date     Condition        Report By
 HX2556  HISTORY     - 1956     MONUMENTED       CGS
 HX2556
 HX2556                          STATION DESCRIPTION
 HX2556
 HX2556'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2556'1.4 MI NW FROM KETTLE.
 HX2556'ABOUT 1.35 MILES NORTHWEST ALONG A ROAD FOLLOWING GREEN CREEK
 HX2556'FROM THE POST OFFICE AND STORE AT KETTLE, ABOUT 0.35 MILE WEST
 HX2556'OF CROSSING OF A CREEK BRANCH AND A FARM HOUSE WHICH ARE NEAR
 HX2556'THE KANAWAH-ROANE COUNTY LINE, ABOUT 0.8 MILE SOUTHEAST OF FORD
 HX2556'ACROSS POCATALICO RIVER, ABOUT 0.15 MILE WEST OF A DRIVE SOUTH
 HX2556'TO A FARM HOUSE, 14 FEET SOUTH-SOUTHEAST OF CENTER LINE OF ROAD,
 HX2556'IN THE TOP AND 6 INCHES NORTHEAST OF SOUTHWEST CORNER OF A LARGE
 HX2556'BOULDER WHICH IS EMBEDDED PARTLTY UNDER ROAD AND ABOUT 1 FOOT
 HX2556'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1794 ***********************************************************************
 HX1794  DESIGNATION -  D 96
 HX1794  PID         -  HX1794
 HX1794  STATE/COUNTY-  WV/KANAWHA
 HX1794  USGS QUAD   -  KETTLE (1975)
 HX1794
 HX1794                         *CURRENT SURVEY CONTROL
 HX1794  ___________________________________________________________________
 HX1794* NAD 83(1986)-  38 30 49.     (N)    081 26 12.     (W)     SCALED    
 HX1794* NAVD 88     -       239.831  (meters)     786.85   (feet)  ADJUSTED  
 HX1794  ___________________________________________________________________
 HX1794  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HX1794  DYNAMIC HT  -         239.666 (meters)     786.30  (feet)  COMP
 HX1794  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 HX1794
 HX1794  VERT ORDER  -  SECOND    CLASS 0
 HX1794
 HX1794.The horizontal coordinates were scaled from a topographic map and have
 HX1794.an estimated accuracy of +/- 6 seconds.
 HX1794
 HX1794.The orthometric height was determined by differential leveling
 HX1794.and adjusted by the National Geodetic Survey in June 1991..
 HX1794
 HX1794.The geoid height was determined by GEOID03.
 HX1794
 HX1794.The dynamic height is computed by dividing the NAVD 88
 HX1794.geopotential number by the normal gravity value computed on the
 HX1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1794.degrees latitude (g = 980.6199 gals.).
 HX1794
 HX1794.The modeled gravity was interpolated from observed gravity values.
 HX1794
 HX1794;                    North         East    Units  Estimated Accuracy
 HX1794;SPC WV S     -   168,090.      561,920.      MT  (+/- 180 meters Scaled)
 HX1794
 HX1794                          SUPERSEDED SURVEY CONTROL
 HX1794
 HX1794  NGVD 29 (??/??/92)  240.008  (m)          787.43   (f) ADJ UNCH    2 0
 HX1794
 HX1794.Superseded values are not recommended for survey control.
 HX1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1794.See file dsdata.txt to determine how the superseded data were derived.
 HX1794
 HX1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC619628(NAD 83)
 HX1794_MARKER: DB = BENCH MARK DISK
 HX1794_SETTING: 80 = SET IN A BOULDER
 HX1794_SP_SET: BOULDER
 HX1794_STAMPING: D 96 1956
 HX1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1794+STABILITY: SURFACE MOTION
 HX1794
 HX1794  HISTORY     - Date     Condition        Report By
 HX1794  HISTORY     - 1956     MONUMENTED       CGS
 HX1794
 HX1794                          STATION DESCRIPTION
 HX1794
 HX1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1794'2.8 MI E FROM FRAME.
 HX1794'ABOUT 1.85 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX1794'OFFICE AND STORE AT FRAME, THENCE ABOUT 0.4 MILE EAST ALONG A ROUGH
 HX1794'ROCKY ROAD, THENCE ABOUT 0.6 MILE EAST AND SOUTHEAST ALONG A DIRT
 HX1794'ROAD FOLLOWING BIG FORK, AT THE TOP OF A LOW GRADE, 20 1/2 FEET
 HX1794'NORTH-NORTHWEST OF CENTER LINE OF ROAD AND TOP OF GRADE, SET
 HX1794'VERTICALLY ABOUT 2 FEET ABOVE GROUND IN THE SOUTH FACE OF A 3-FOOT
 HX1794'HIGH EMBEDDED BOULDER WHICH IS THE LARGEST OF A GROUP OF BOULDERS,
 HX1794'2 1/2 FEET EAST OF A CORNER OF BOULDER POINTING TOWARDS ROAD
 HX1794'AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2570 ***********************************************************************
 HX2570  DESIGNATION -  D 97
 HX2570  PID         -  HX2570
 HX2570  STATE/COUNTY-  WV/KANAWHA
 HX2570  USGS QUAD   -  SISSONVILLE (1958)
 HX2570
 HX2570                         *CURRENT SURVEY CONTROL
 HX2570  ___________________________________________________________________
 HX2570* NAD 83(1986)-  38 31 34.     (N)    081 37 50.     (W)     SCALED    
 HX2570* NAVD 88     -       191.323  (meters)     627.70   (feet)  ADJUSTED  
 HX2570  ___________________________________________________________________
 HX2570  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HX2570  DYNAMIC HT  -         191.192 (meters)     627.27  (feet)  COMP
 HX2570  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 HX2570
 HX2570  VERT ORDER  -  SECOND    CLASS 0
 HX2570
 HX2570.The horizontal coordinates were scaled from a topographic map and have
 HX2570.an estimated accuracy of +/- 6 seconds.
 HX2570
 HX2570.The orthometric height was determined by differential leveling
 HX2570.and adjusted by the National Geodetic Survey in June 1991..
 HX2570
 HX2570.The geoid height was determined by GEOID03.
 HX2570
 HX2570.The dynamic height is computed by dividing the NAVD 88
 HX2570.geopotential number by the normal gravity value computed on the
 HX2570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2570.degrees latitude (g = 980.6199 gals.).
 HX2570
 HX2570.The modeled gravity was interpolated from observed gravity values.
 HX2570
 HX2570;                    North         East    Units  Estimated Accuracy
 HX2570;SPC WV S     -   169,570.      545,020.      MT  (+/- 180 meters Scaled)
 HX2570
 HX2570                          SUPERSEDED SURVEY CONTROL
 HX2570
 HX2570  NGVD 29 (??/??/92)  191.508  (m)          628.31   (f) ADJ UNCH    2 0
 HX2570
 HX2570.Superseded values are not recommended for survey control.
 HX2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2570.See file dsdata.txt to determine how the superseded data were derived.
 HX2570
 HX2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC450643(NAD 83)
 HX2570_MARKER: DB = BENCH MARK DISK
 HX2570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2570_SP_SET: ABUTMENT WING WALL
 HX2570_STAMPING: D 97 1956
 HX2570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2570
 HX2570  HISTORY     - Date     Condition        Report By
 HX2570  HISTORY     - 1956     MONUMENTED       CGS
 HX2570
 HX2570                          STATION DESCRIPTION
 HX2570
 HX2570'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2570'AT SISSONVILLE.
 HX2570'AT SISSONVILLE, ABOUT 0.15 MILE SOUTH ALONG U.S. HIGHWAY 21
 HX2570'FROM THE HIGH SCHOOL, IN THE TOP OF THE FIRST STEP DOWN FROM THE
 HX2570'TOP OF THE NORTHWEST STONE MASONRY WING WALL OF NORTH ABUTMENT
 HX2570'OF HIGHWAY BRIDGE OVER POCATALICO RIVER, 16 FEET WEST OF CENTER
 HX2570'LINE OF HIGHWAY, 9 FEET EAST OF SHAFT OF A RIVER GAGE AND 1/2
 HX2570'FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2268 ***********************************************************************
 HX2268  DESIGNATION -  D 98
 HX2268  PID         -  HX2268
 HX2268  STATE/COUNTY-  WV/PUTNAM
 HX2268  USGS QUAD   -  BANCROFT (1975)
 HX2268
 HX2268                         *CURRENT SURVEY CONTROL
 HX2268  ___________________________________________________________________
 HX2268* NAD 83(1986)-  38 30 00.     (N)    081 50 07.     (W)     SCALED    
 HX2268* NAVD 88     -       176.859  (meters)     580.24   (feet)  ADJUSTED  
 HX2268  ___________________________________________________________________
 HX2268  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HX2268  DYNAMIC HT  -         176.738 (meters)     579.85  (feet)  COMP
 HX2268  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 HX2268
 HX2268  VERT ORDER  -  SECOND    CLASS 0
 HX2268
 HX2268.The horizontal coordinates were scaled from a topographic map and have
 HX2268.an estimated accuracy of +/- 6 seconds.
 HX2268
 HX2268.The orthometric height was determined by differential leveling
 HX2268.and adjusted by the National Geodetic Survey in June 1991..
 HX2268
 HX2268.The geoid height was determined by GEOID03.
 HX2268
 HX2268.The dynamic height is computed by dividing the NAVD 88
 HX2268.geopotential number by the normal gravity value computed on the
 HX2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2268.degrees latitude (g = 980.6199 gals.).
 HX2268
 HX2268.The modeled gravity was interpolated from observed gravity values.
 HX2268
 HX2268;                    North         East    Units  Estimated Accuracy
 HX2268;SPC WV S     -   166,810.      527,140.      MT  (+/- 180 meters Scaled)
 HX2268
 HX2268                          SUPERSEDED SURVEY CONTROL
 HX2268
 HX2268  NGVD 29 (??/??/92)  177.057  (m)          580.89   (f) ADJ UNCH    2 0
 HX2268
 HX2268.Superseded values are not recommended for survey control.
 HX2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2268.See file dsdata.txt to determine how the superseded data were derived.
 HX2268
 HX2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC271616(NAD 83)
 HX2268_MARKER: DB = BENCH MARK DISK
 HX2268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2268_SP_SET: CULVERT
 HX2268_STAMPING: D 98 1956
 HX2268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2268
 HX2268  HISTORY     - Date     Condition        Report By
 HX2268  HISTORY     - 1956     MONUMENTED       CGS
 HX2268
 HX2268                          STATION DESCRIPTION
 HX2268
 HX2268'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2268'0.8 MI SE FROM BANCROFT.
 HX2268'ABOUT 0.8 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2268'FROM THE ROAD CROSSING AT BANCROFT, 58 YARDS SOUTHEAST OF
 HX2268'MILE POST COR 105, 45 FEET NORTH-NORTHEAST OF CENTER OF CROSSING
 HX2268'OF A ROAD AND TRACK, 34 1/2 FEET NORTHEAST OF NORTHEAST RAIL,
 HX2268'25 FEET SOUTHWEST OF CENTER LINE OF U.S. HIGHWAY 35, 24 FEET
 HX2268'NORTHWEST OF CENTER LINE OF ROAD SOUTHWEST, IN THE TOP OF THE
 HX2268'SOUTH CORNER OF HEAD WALL AND WING WALL ASSEMBLY OF A SKEW
 HX2268'18-INCH PIPE CULVERT UNDER HIGHWAY, 5 1/2 FEET BELOW LEVEL OF
 HX2268'TRACK AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2525 ***********************************************************************
 HX2525  DESIGNATION -  D 99
 HX2525  PID         -  HX2525
 HX2525  STATE/COUNTY-  WV/JACKSON
 HX2525  USGS QUAD   -  KENTUCK (1975)
 HX2525
 HX2525                         *CURRENT SURVEY CONTROL
 HX2525  ___________________________________________________________________
 HX2525* NAD 83(1986)-  38 39 27.     (N)    081 36 45.     (W)     SCALED    
 HX2525* NAVD 88     -       247.167  (meters)     810.91   (feet)  ADJUSTED  
 HX2525  ___________________________________________________________________
 HX2525  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HX2525  DYNAMIC HT  -         247.001 (meters)     810.37  (feet)  COMP
 HX2525  MODELED GRAV-     979,951.8   (mgal)                       NAVD 88
 HX2525
 HX2525  VERT ORDER  -  SECOND    CLASS 0
 HX2525
 HX2525.The horizontal coordinates were scaled from a topographic map and have
 HX2525.an estimated accuracy of +/- 6 seconds.
 HX2525
 HX2525.The orthometric height was determined by differential leveling
 HX2525.and adjusted by the National Geodetic Survey in June 1991..
 HX2525
 HX2525.The geoid height was determined by GEOID03.
 HX2525
 HX2525.The dynamic height is computed by dividing the NAVD 88
 HX2525.geopotential number by the normal gravity value computed on the
 HX2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2525.degrees latitude (g = 980.6199 gals.).
 HX2525
 HX2525.The modeled gravity was interpolated from observed gravity values.
 HX2525
 HX2525;                    North         East    Units  Estimated Accuracy
 HX2525;SPC WV S     -   184,140.      546,690.      MT  (+/- 180 meters Scaled)
 HX2525
 HX2525                          SUPERSEDED SURVEY CONTROL
 HX2525
 HX2525  NGVD 29 (??/??/92)  247.345  (m)          811.50   (f) ADJ UNCH    2 0
 HX2525
 HX2525.Superseded values are not recommended for survey control.
 HX2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2525.See file dsdata.txt to determine how the superseded data were derived.
 HX2525
 HX2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC467789(NAD 83)
 HX2525_MARKER: DB = BENCH MARK DISK
 HX2525_SETTING: 66 = SET IN ROCK OUTCROP
 HX2525_SP_SET: ROCK CUT
 HX2525_STAMPING: D 99 1956
 HX2525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2525+STABILITY: POSITION/ELEVATION WELL
 HX2525
 HX2525  HISTORY     - Date     Condition        Report By
 HX2525  HISTORY     - 1956     MONUMENTED       CGS
 HX2525
 HX2525                          STATION DESCRIPTION
 HX2525
 HX2525'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2525'1.8 MI W FROM KENTUCK.
 HX2525'ABOUT 1.75 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD LEADING
 HX2525'TO KENNA FROM GOSHEN BAPTIST CHURCH AT KENTUCK, ABOUT 3.7 MILES
 HX2525'SOUTHEAST ALONG A GRAVEL ROAD LEADING TO KENTUCK FROM JUNCTION
 HX2525'OF U.S. HIGHWAY 21 AT KENNA, ABOUT 82 YARDS SOUTHEAST OF JUNCTION
 HX2525'OF A DRIVE NORTHEAST TO A FARM HOUSE WITH CINDER BLOCK PORCH,
 HX2525'SET VERTICALLY IN THE SOUTHWEST FACE OF A 4 1/2-FOOT THICK
 HX2525'LAYER OF ROCK IN A 7-FOOT HIGH ROCK CUT, 40 YARDS SOUTHEAST OF
 HX2525'NORTHWEST END OF CUT, 11 FEET NORTHEAST OF CENTER LINE OF ROAD
 HX2525'AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3599 ***********************************************************************
 HW3599  DESIGNATION -  DAILEY MOWER LUMBER CO TANK
 HW3599  PID         -  HW3599
 HW3599  STATE/COUNTY-  WV/RANDOLPH
 HW3599  USGS QUAD   -  BEVERLY WEST (1995)
 HW3599
 HW3599                         *CURRENT SURVEY CONTROL
 HW3599  ___________________________________________________________________
 HW3599* NAD 83(1995)-  38 47 40.35073(N)    079 54 00.99608(W)     ADJUSTED  
 HW3599* NAVD 88     -                                                        
 HW3599  ___________________________________________________________________
 HW3599  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 HW3599  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HW3599
 HW3599  HORZ ORDER  -  THIRD
 HW3599
 HW3599.The horizontal coordinates were established by classical geodetic methods
 HW3599.and adjusted by the National Geodetic Survey in April 1998..
 HW3599
 HW3599
 HW3599.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3599
 HW3599.The geoid height was determined by GEOID03.
 HW3599
 HW3599;                    North         East     Units Scale Factor Converg.
 HW3599;SPC WV S     -   199,746.938   695,536.038   MT  0.99998229   +0 40 47.4
 HW3599;UTM  17      - 4,294,551.350   595,503.030   MT  0.99971231   +0 41 20.6
 HW3599
 HW3599                          SUPERSEDED SURVEY CONTROL
 HW3599
 HW3599  NAD 83(1995)-  38 47 40.35689(N)    079 54 01.00850(W) AD(       ) 4
 HW3599  NAD 83(1986)-  38 47 40.35803(N)    079 54 01.00923(W) AD(       ) 4
 HW3599  NAD 27      -  38 47 39.96800(N)    079 54 01.75600(W) AD(       ) 3
 HW3599
 HW3599.Superseded values are not recommended for survey control.
 HW3599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3599.See file dsdata.txt to determine how the superseded data were derived.
 HW3599
 HW3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9550394551(NAD 83)
 HW3599_MARKER: 51 = TANK
 HW3599
 HW3599  HISTORY     - Date     Condition        Report By
 HW3599  HISTORY     - 1957     FIRST OBSERVED   CGS
 HW3599
 HW3599                          STATION DESCRIPTION
 HW3599
 HW3599'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3599'THE STATION IS THE BALL ATOP THE WATER TANK AT THE MOWER
 HW3599'LUMBER COMPANY
 HW3599'MILL WHICH IS LOCATED IN THE VILLAGE OF DAILEY.  THE TANK IS A
 HW3599'4-LEGGED STEEL STRUCTURE ABOUT 100
 HW3599'FEET IN HEIGHT.  IT HAS THE LETTERS MOWER LUMBER COMPANY ON
 HW3599'THE WESTERLY SIDE OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0356 ***********************************************************************
 HX0356  DESIGNATION -  DALE
 HX0356  PID         -  HX0356
 HX0356  STATE/COUNTY-  WV/UPSHUR
 HX0356  USGS QUAD   -  ROCK CAVE (1966)
 HX0356
 HX0356                         *CURRENT SURVEY CONTROL
 HX0356  ___________________________________________________________________
 HX0356* NAD 83(1995)-  38 45 26.45163(N)    080 15 27.55566(W)     ADJUSTED  
 HX0356* NAVD 88     -       734.557  (meters)    2409.96   (feet)  ADJUSTED  
 HX0356  ___________________________________________________________________
 HX0356  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 HX0356  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX0356  DYNAMIC HT  -         734.019 (meters)    2408.19  (feet)  COMP
 HX0356  MODELED GRAV-     979,870.7   (mgal)                       NAVD 88
 HX0356
 HX0356  HORZ ORDER  -  THIRD
 HX0356  VERT ORDER  -  SECOND    CLASS 0
 HX0356
 HX0356.The horizontal coordinates were established by classical geodetic methods
 HX0356.and adjusted by the National Geodetic Survey in April 1998..
 HX0356
 HX0356.The orthometric height was determined by differential leveling
 HX0356.and adjusted by the National Geodetic Survey in June 1991..
 HX0356
 HX0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX0356
 HX0356.The geoid height was determined by GEOID03.
 HX0356
 HX0356.The dynamic height is computed by dividing the NAVD 88
 HX0356.geopotential number by the normal gravity value computed on the
 HX0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0356.degrees latitude (g = 980.6199 gals.).
 HX0356
 HX0356.The modeled gravity was interpolated from observed gravity values.
 HX0356
 HX0356;                    North         East     Units Scale Factor Converg.
 HX0356;SPC WV S     -   195,309.658   664,523.535   MT  0.99997559   +0 27 32.1
 HX0356;UTM  17      - 4,290,111.344   564,500.385   MT  0.99965123   +0 27 53.1
 HX0356
 HX0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX0356!SPC WV S     -   0.99988967  x   0.99997559  =   0.99986526
 HX0356!UTM  17      -   0.99988967  x   0.99965123  =   0.99954094
 HX0356
 HX0356|---------------------------------------------------------------------|
 HX0356| PID    Reference Object                     Distance      Geod. Az  |
 HX0356|                                                           dddmmss.s |
 HX0356| HX0355 DALE RM 1                            23.775 METERS 06909     |
 HX0356| HX0357 DALE AZ MK                                         2994755.5 |
 HX0356| DC4051 DALE RM 2                            27.334 METERS 33720     |
 HX0356|---------------------------------------------------------------------|
 HX0356
 HX0356                          SUPERSEDED SURVEY CONTROL
 HX0356
 HX0356  NAD 83(1986)-  38 45 26.45706(N)    080 15 27.56702(W) AD(       ) 3
 HX0356  NAD 27      -  38 45 26.07770(N)    080 15 28.28100(W) AD(       ) 3
 HX0356  NGVD 29 (??/??/92)  734.716  (m)         2410.48   (f) ADJ UNCH    2 0
 HX0356
 HX0356.Superseded values are not recommended for survey control.
 HX0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0356.See file dsdata.txt to determine how the superseded data were derived.
 HX0356
 HX0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC6450090111(NAD 83)
 HX0356_MARKER: DS = TRIANGULATION STATION DISK
 HX0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0356_STAMPING: DALE 1956
 HX0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0356+STABILITY: SURFACE MOTION
 HX0356
 HX0356  HISTORY     - Date     Condition        Report By
 HX0356  HISTORY     - 1956     MONUMENTED       CGS
 HX0356  HISTORY     - 1962     GOOD             NGS
 HX0356
 HX0356                          STATION DESCRIPTION
 HX0356
 HX0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX0356'THE STATION IS LOCATED ABOUT 17 MILES SOUTH OF BUCKHANNON AND 10
 HX0356'MILES SOUTH OF FRENCH CREEK.
 HX0356'IT IS 6 FEET NORTHEAST OF A WITNESS POST AND 37 FEET SOUTHWEST OF
 HX0356'THE APPROXIMATE CENTER OF A
 HX0356'SURFACE ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 HX0356'IS STAMPED DALE 1956.
 HX0356'
 HX0356'REFERENCE MARK NO. 1 IS 18 FEET NORTH NORTHEAST OF THE APPROXIMATE
 HX0356'CENTER OF A SURFACE ROAD
 HX0356'AND 14 FEET EAST SOUTHEAST OF THE SOUTHWEST CORNER OF CEMETERY.  THE
 HX0356'MARK PROJECTS ABOUT 2 INCHES
 HX0356'AND THE DISK IS STAMPED DALE NO 1 1956.
 HX0356'
 HX0356'REFERENCE MARK NO. 2 IS 4 FEET SOUTH OF A PURE OIL SIGN, 24 FEET EAST
 HX0356'OF THE APPROXIMATE CENTER
 HX0356'OF A SURFACE ROAD AND 45 FEET SOUTH OF THE SOUTHWEST CORNER OF
 HX0356'A GROCERY STORE.  THE MARK PROJECTS
 HX0356'ABOUT 3 INCHES AND THE DISK IS STAMPED DALE NO 2 1956.
 HX0356'
 HX0356'CORNER, 7 FEET NORTHEAST
 HX0356'OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 1 FOOT SOUTH OF A
 HX0356'FENCE.  THE MARK PROJECTS ABOUT 2
 HX0356'INCHES AND THE DISK IS STAMPED DALE 1956.
 HX0356'
 HX0356'TO REACH THE STATION FROM THE STOP LIGHT AT THE JUNCTION OF US
 HX0356'HIGHWAY 119 AND STATE
 HX0356'HIGHWAY 20 AND 4 IN BUCKHANNON.  GO SOUTH ON STATE HIGHWAY 20 AND 4
 HX0356'FOR 11.75 MILES TO A SIDE ROAD
 HX0356'LEFT AT THE STATE FARM PARK.  TURN LEFT AND GO EASTERLY ON
 HX0356'ALEXANDER ROAD FOR 6.85 MILES TO SAW
 HX0356'MILL.  CONTINUE EASTERLY ON ALEXANDER ROAD FOR
 HX0356'2.35 MILES TO FORK.  KEEP RIGHT FORK AND GO
 HX0356'SOUTHEASTERLY ON SURFACE ROAD FOR 2.75 MILES
 HX0356'TO STATION ON RIGHT AND A GROCERY STORE ON EACH SIDE OF THE
 HX0356'ROAD.  TO REACH
 HX0356'THE AZIMUTH MARK FROM THE STATION, GO NORTH ON SURFACE ROAD FOR 0.15
 HX0356'MILE TO A DRIVE-WAY ON RIGHT,
 HX0356'TURN RIGHT PASSING THROUGH FARM YARD AND GO NORTHERLY ON TRACK
 HX0356'ROAD FOR 0.2 MILE TO AZIMUTH MARK ON RIGHT.
 HX0356'
 HX0356'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HX0356
 HX0356                          STATION RECOVERY (1962)
 HX0356
 HX0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX0356'1.3 MI W FROM SELBYVILLE.
 HX0356'ABOUT 1.3 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX0356'AT SELBYVILLE, AT THE PLEASENT DALE METHODIST CHURCH, 126 FEET
 HX0356'SOUTH OF AN AMERICAN SERVICE STATION AND STORE, 150 YARDS WEST
 HX0356'OF THE CHURCH BUILDING, 37 FEET SOUTHWEST OF THE CENTER LINE OF
 HX0356'THE ROAD, 1 FOOT NORTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL
 HX0356'WITH THE ROAD, AND IS SET IN THE TOP OF A CONCRETE POST THAT
 HX0356'PROJECTS ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0357 ***********************************************************************
 HX0357  DESIGNATION -  DALE AZ MK
 HX0357  PID         -  HX0357
 HX0357  STATE/COUNTY-  WV/UPSHUR
 HX0357  USGS QUAD   -  ROCK CAVE (1966)
 HX0357
 HX0357                         *CURRENT SURVEY CONTROL
 HX0357  ___________________________________________________________________
 HX0357* NAD 83(1986)-  38 45 40.     (N)    080 15 19.     (W)     SCALED    
 HX0357* NAVD 88     -       727.857  (meters)    2387.98   (feet)  ADJUSTED  
 HX0357  ___________________________________________________________________
 HX0357  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX0357  DYNAMIC HT  -         727.326 (meters)    2386.24  (feet)  COMP
 HX0357  MODELED GRAV-     979,872.8   (mgal)                       NAVD 88
 HX0357
 HX0357  VERT ORDER  -  SECOND    CLASS 0
 HX0357
 HX0357.The horizontal coordinates were scaled from a topographic map and have
 HX0357.an estimated accuracy of +/- 6 seconds.
 HX0357
 HX0357.The orthometric height was determined by differential leveling
 HX0357.and adjusted by the National Geodetic Survey in June 1991..
 HX0357
 HX0357.The geoid height was determined by GEOID03.
 HX0357
 HX0357.The dynamic height is computed by dividing the NAVD 88
 HX0357.geopotential number by the normal gravity value computed on the
 HX0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0357.degrees latitude (g = 980.6199 gals.).
 HX0357
 HX0357.The modeled gravity was interpolated from observed gravity values.
 HX0357
 HX0357;                    North         East    Units  Estimated Accuracy
 HX0357;SPC WV S     -   195,730.      664,730.      MT  (+/- 180 meters Scaled)
 HX0357
 HX0357                          SUPERSEDED SURVEY CONTROL
 HX0357
 HX0357  NGVD 29 (??/??/92)  728.016  (m)         2388.50   (f) ADJ UNCH    2 0
 HX0357
 HX0357.Superseded values are not recommended for survey control.
 HX0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0357.See file dsdata.txt to determine how the superseded data were derived.
 HX0357
 HX0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC647905(NAD 83)
 HX0357_MARKER: DZ = AZIMUTH MARK DISK
 HX0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0357_STAMPING: DALE 1956
 HX0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0357+STABILITY: SURFACE MOTION
 HX0357
 HX0357  HISTORY     - Date     Condition        Report By
 HX0357  HISTORY     - 1956     MONUMENTED       CGS
 HX0357  HISTORY     - 1962     GOOD             NGS
 HX0357
 HX0357                          STATION DESCRIPTION
 HX0357
 HX0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0357'1.6 MI NW FROM SELBYVILLE.
 HX0357'ABOUT 1.45 MILES WEST AND THEN NORTHWEST ALONG A BLACK TOP ROAD
 HX0357'FROM THE POST OFFICE AT SELBYVILLE, THENCE 0.2 MILE NORTH ALONG
 HX0357'A TRAIL ROAD THAT LEADS TO THE SUMMIT OF A SMALL MOUNTAIN, SET IN
 HX0357'THE MIDDLE OF A MEADOW, ABOUT 120 YARDS WEST OF A WOODEN FRAME
 HX0357'BUILDING, 45 FEET SOUTHEAST OF A FENCE CORNER POST OF FENCES
 HX0357'LEADING EAST AND NORTH, 16 FEET SOUTHEAST OF A 24-INCH SPRUCE
 HX0357'TREE, 5 FEET WEST OF A WOODEN WITNESS POST, AND IS SET IN THE
 HX0357'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0355 ***********************************************************************
 HX0355  DESIGNATION -  DALE RM 1
 HX0355  PID         -  HX0355
 HX0355  STATE/COUNTY-  WV/UPSHUR
 HX0355  USGS QUAD   -  ROCK CAVE (1966)
 HX0355
 HX0355                         *CURRENT SURVEY CONTROL
 HX0355  ___________________________________________________________________
 HX0355* NAD 83(1986)-  38 45 26.     (N)    080 15 27.     (W)     SCALED    
 HX0355* NAVD 88     -       734.212  (meters)    2408.83   (feet)  ADJUSTED  
 HX0355  ___________________________________________________________________
 HX0355  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX0355  DYNAMIC HT  -         733.675 (meters)    2407.07  (feet)  COMP
 HX0355  MODELED GRAV-     979,870.7   (mgal)                       NAVD 88
 HX0355
 HX0355  VERT ORDER  -  SECOND    CLASS 0
 HX0355
 HX0355.The horizontal coordinates were scaled from a topographic map and have
 HX0355.an estimated accuracy of +/- 6 seconds.
 HX0355
 HX0355.The orthometric height was determined by differential leveling
 HX0355.and adjusted by the National Geodetic Survey in June 1991..
 HX0355
 HX0355.The geoid height was determined by GEOID03.
 HX0355
 HX0355.The dynamic height is computed by dividing the NAVD 88
 HX0355.geopotential number by the normal gravity value computed on the
 HX0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0355.degrees latitude (g = 980.6199 gals.).
 HX0355
 HX0355.The modeled gravity was interpolated from observed gravity values.
 HX0355
 HX0355;                    North         East    Units  Estimated Accuracy
 HX0355;SPC WV S     -   195,300.      664,540.      MT  (+/- 180 meters Scaled)
 HX0355
 HX0355                          SUPERSEDED SURVEY CONTROL
 HX0355
 HX0355  NGVD 29 (??/??/92)  734.371  (m)         2409.35   (f) ADJ UNCH    2 0
 HX0355
 HX0355.Superseded values are not recommended for survey control.
 HX0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0355.See file dsdata.txt to determine how the superseded data were derived.
 HX0355
 HX0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC645900(NAD 83)
 HX0355_MARKER: DR = REFERENCE MARK DISK
 HX0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0355_STAMPING: DALE NO 1 1956
 HX0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0355+STABILITY: SURFACE MOTION
 HX0355
 HX0355  HISTORY     - Date     Condition        Report By
 HX0355  HISTORY     - 1956     MONUMENTED       CGS
 HX0355  HISTORY     - 1962     GOOD             NGS
 HX0355
 HX0355                          STATION DESCRIPTION
 HX0355
 HX0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0355'1.3 MI W FROM SELBYVILLE.
 HX0355'ABOUT 1.3 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX0355'AT SELBYVILLE, AT THE PLEASENT DALE METHODIST CHURCH, 78 FEET
 HX0355'EAST OF THE STATION MARK, 9 FEET SOUTH OF THE CENTERLINE OF THE
 HX0355'DRIVE LEADING TO A CEMETERY, 125 YARDS WEST OF THE PLEASENT DALE
 HX0355'METHODIST CHURCH, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 HX0355'OF A CONCRETE POST THAT PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3173 ***********************************************************************
 HX3173  DESIGNATION -  DANA RESET
 HX3173  PID         -  HX3173
 HX3173  STATE/COUNTY-  WV/KANAWHA
 HX3173  USGS QUAD   -  CHARLESTON EAST (1976)
 HX3173
 HX3173                         *CURRENT SURVEY CONTROL
 HX3173  ___________________________________________________________________
 HX3173* NAD 83(1986)-  38 18 35.     (N)    081 33 24.     (W)     SCALED    
 HX3173* NAVD 88     -       195.26   (meters)     640.6    (feet)  RESET     
 HX3173  ___________________________________________________________________
 HX3173  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 HX3173
 HX3173  VERT ORDER  -  THIRD
 HX3173
 HX3173.The horizontal coordinates were scaled from a topographic map and have
 HX3173.an estimated accuracy of +/- 6 seconds.
 HX3173
 HX3173.The orthometric height was computed from unverified reset data.
 HX3173.No vertical observational check was made to the station.
 HX3173
 HX3173.The geoid height was determined by GEOID03.
 HX3173
 HX3173;                    North         East    Units  Estimated Accuracy
 HX3173;SPC WV S     -   145,510.      551,320.      MT  (+/- 180 meters Scaled)
 HX3173
 HX3173                          SUPERSEDED SURVEY CONTROL
 HX3173
 HX3173  NGVD 29 (09/25/03)  195.46   (m)          641.3    (f) RESET       3  
 HX3173
 HX3173.Superseded values are not recommended for survey control.
 HX3173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3173.See file dsdata.txt to determine how the superseded data were derived.
 HX3173
 HX3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC513403(NAD 83)
 HX3173_MARKER: DV = VERTICAL CONTROL DISK
 HX3173_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HX3173_SP_SET: BRIDGE ABUTMENT
 HX3173_STAMPING: DANA RESET 1991
 HX3173_MARK LOGO: NGS   
 HX3173_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX3173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX3173
 HX3173  HISTORY     - Date     Condition        Report By
 HX3173  HISTORY     - 1991     MONUMENTED       WVHD
 HX3173
 HX3173                          STATION DESCRIPTION
 HX3173
 HX3173'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1991
 HX3173'5.0 MILES (8.0 KM) SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX3173'THE STATION IN CHARLESTON, ALSO 5.25 MILES (8.45 KM) NORTHWEST ALONG
 HX3173'THE NYCRR FROM THE STATION IN BELLE, IN SOUTHWEST CORNER OF CONCRETE
 HX3173'PEDESTAL IN THE SOUTH BRIDGE ABUTMENT ALONG US ROUTE 60 AND JUNCTION
 HX3173'OF COUNTY ROUTE 73 (CAMPBELLS CREEK DRIVE) BEING 48 FEET (14.6 M)
 HX3173'WEST OF CENTERLINE OF US ROUTE 60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2276 ***********************************************************************
 HY2276  DESIGNATION -  DAVIS 1883
 HY2276  PID         -  HY2276
 HY2276  STATE/COUNTY-  WV/CABELL
 HY2276  USGS QUAD   -  WINSLOW (1989)
 HY2276
 HY2276                         *CURRENT SURVEY CONTROL
 HY2276  ___________________________________________________________________
 HY2276* NAD 83(1995)-  38 21 06.30507(N)    082 21 12.06109(W)     ADJUSTED  
 HY2276* NAVD 88     -       322.2    (meters)    1057.     (feet)  VERTCON   
 HY2276  ___________________________________________________________________
 HY2276  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 HY2276  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HY2276
 HY2276  HORZ ORDER  -  FIRST
 HY2276
 HY2276.The horizontal coordinates were established by classical geodetic methods
 HY2276.and adjusted by the National Geodetic Survey in April 1998..
 HY2276
 HY2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2276
 HY2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2276
 HY2276.The geoid height was determined by GEOID03.
 HY2276
 HY2276;                    North         East     Units Scale Factor Converg.
 HY2276;SPC WV S     -   150,893.166   481,714.423   MT  0.99992993   -0 50 11.9
 HY2276;SPC OH S     -    39,060.908   612,820.073   MT  1.00009687   +0 05 35.0
 HY2276;UTM  17      - 4,245,710.402   381,746.692   MT  0.99977221   -0 50 23.4
 HY2276
 HY2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2276!SPC WV S     -   0.99995464  x   0.99992993  =   0.99988457
 HY2276!SPC OH S     -   0.99995464  x   1.00009687  =   1.00005150
 HY2276!UTM  17      -   0.99995464  x   0.99977221  =   0.99972686
 HY2276
 HY2276:                Primary Azimuth Mark                     Grid Az
 HY2276:SPC WV S     -  GEBHART RESET                            024 45 51.0
 HY2276:SPC OH S     -  GEBHART RESET                            023 50 04.1
 HY2276:UTM  17      -  GEBHART RESET                            024 46 02.5
 HY2276
 HY2276|---------------------------------------------------------------------|
 HY2276| PID    Reference Object                     Distance      Geod. Az  |
 HY2276|                                                           dddmmss.s |
 HY2276| HY2229 GEBHART RESET                       APPROX.21.6 KM 0235539.1 |
 HY2276|---------------------------------------------------------------------|
 HY2276
 HY2276                          SUPERSEDED SURVEY CONTROL
 HY2276
 HY2276  NAD 83(1995)-  38 21 06.30718(N)    082 21 12.06286(W) AD(       ) 1
 HY2276  NAD 83(1986)-  38 21 06.31189(N)    082 21 12.06542(W) AD(       ) 1
 HY2276  NAD 27      -  38 21 06.00200(N)    082 21 12.53700(W) AD(       ) 1
 HY2276  NGVD 29 (07/19/86)  322.4    (m)         1058.     (f) VERT ANG       
 HY2276
 HY2276.Superseded values are not recommended for survey control.
 HY2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2276.See file dsdata.txt to determine how the superseded data were derived.
 HY2276
 HY2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC8174745710(NAD 83)
 HY2276_MARKER: S = SPIKE
 HY2276_SETTING: 0 = UNSPECIFIED SETTING
 HY2276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2276
 HY2276  HISTORY     - Date     Condition        Report By
 HY2276  HISTORY     - 1883     MONUMENTED       CGS
 HY2276  HISTORY     - 1934     SEE DESCRIPTION  CGS
 HY2276
 HY2276                          STATION DESCRIPTION
 HY2276
 HY2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (ATM)
 HY2276'ABOUT 9 MILES BY ROAD FROM HUNTINGTON ON THE RIDGE FORMING THE DIVIDE
 HY2276'BETWEEN DAVIS CREEK AND FOUR MILE CREEK.  THE STATION IS MARKED BY A
 HY2276'SPIKE IN THE TOP OF A CONCRETE POST 1 FOOT SQUARE AND ABOUT 3 FEET
 HY2276'LONG, WHICH PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 HY2276'IS ALSO MARKED BY AN EARTHENWARE PYRAMID 3 FEET BELOW THE GROUND.
 HY2276'THE REFERENCE MARKS ARE FOUR CONCRETE PIERS AT THE FOLLOWING
 HY2276'DISTANCES AND DIRECTIONS FROM THE STATION-- 1.86 METERS NORTH, 1.86
 HY2276'METERS EAST, 1.88 METERS SOUTH, AND 1.88 METERS WEST.  A LARGE PINE
 HY2276'TREE MARKED WITH A CROSS AND A SPIKE IS 7.97 METERS NEARLY NORTH OF
 HY2276'THE STATION AND AN OAK TREE MARKED WITH A SPIKE IS 4.75 METERS
 HY2276'NORTHWEST.  THE MARKED PINE TREE, THE NORTH AND SOUTH REFERENCE MARK,
 HY2276'AND THE STATION ARE IN RANGE.
 HY2276
 HY2276                          STATION RECOVERY (1934)
 HY2276
 HY2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HY2276'STATION WAS NOT RECOVERED.  A LONG SEARCH AND LOCAL INFORMATION DID
 HY2276'NOT REVEAL THE MARKS.  A NEW STATION, DAVIS 2, WAS ESTABLISHED ON
 HY2276'THE SAME HILL TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2275 ***********************************************************************
 HY2275  DESIGNATION -  DAVIS 2
 HY2275  PID         -  HY2275
 HY2275  STATE/COUNTY-  WV/CABELL
 HY2275  USGS QUAD   -  WINSLOW (1989)
 HY2275
 HY2275                         *CURRENT SURVEY CONTROL
 HY2275  ___________________________________________________________________
 HY2275* NAD 83(1995)-  38 21 03.24568(N)    082 21 12.48682(W)     ADJUSTED  
 HY2275* NAVD 88     -       327.69   (+/-2cm)    1075.1    (feet)  VERTCON   
 HY2275  ___________________________________________________________________
 HY2275  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 HY2275  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HY2275
 HY2275  HORZ ORDER  -  SECOND
 HY2275  VERT ORDER  -  THIRD ? (See Below)
 HY2275
 HY2275.The horizontal coordinates were established by classical geodetic methods
 HY2275.and adjusted by the National Geodetic Survey in April 1998..
 HY2275
 HY2275.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2275.The vertical order pertains to the NGVD 29 superseded value.
 HY2275
 HY2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2275
 HY2275.The geoid height was determined by GEOID03.
 HY2275
 HY2275;                    North         East     Units Scale Factor Converg.
 HY2275;SPC WV S     -   150,799.000   481,702.710   MT  0.99992988   -0 50 12.1
 HY2275;SPC KY1Z     - 1,229,319.847 1,796,814.997   MT  0.99993916   +2 05 07.2
 HY2275;SPC KY1Z     - 4,033,193.53  5,895,050.54   sFT  0.99993916   +2 05 07.2
 HY2275;SPC KY N     -    96,154.010   665,762.502   MT  0.99996413   +1 10 47.2
 HY2275;SPC KY N     -   315,465.28  2,184,255.81   sFT  0.99996413   +1 10 47.2
 HY2275;UTM  17      - 4,245,616.252   381,734.976   MT  0.99977225   -0 50 23.6
 HY2275
 HY2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2275!SPC WV S     -   0.99995378  x   0.99992988  =   0.99988366
 HY2275!SPC KY1Z     -   0.99995378  x   0.99993916  =   0.99989294
 HY2275!SPC KY N     -   0.99995378  x   0.99996413  =   0.99991791
 HY2275!UTM  17      -   0.99995378  x   0.99977225  =   0.99972604
 HY2275
 HY2275|---------------------------------------------------------------------|
 HY2275| PID    Reference Object                     Distance      Geod. Az  |
 HY2275|                                                           dddmmss.s |
 HY2275| DB9173 DAVIS 2 RM 2                         20.687 METERS 01404     |
 HY2275| HY2273 BARBOURSVILLE ATT MICROWAVE         APPROX.16.4 KM 0312121.5 |
 HY2275| HY2216 BARKERS RIDGE TV STA WSAZ MAST      APPROX.21.2 KM 0332908.7 |
 HY2275| HY2217 BARKERS RIDGE TV STA WHTN MAST      APPROX.21.3 KM 0360929.8 |
 HY2275| DB9172 DAVIS 2 RM 1                         21.554 METERS 13618     |
 HY2275| DB9171 DAVIS 2 AZ MK RESET                                1892116.8 |
 HY2275| DB9170 DAVIS 2 AZ MK                                      1971632.2 |
 HY2275| HY2278 HUNTINGTON UNITED FUEL RADIO        APPROX.10.7 KM 2762554.2 |
 HY2275| HY2279 HUNTINGTON RAD STA WHTN TWR         APPROX.11.6 KM 2935134.2 |
 HY2275| HY2280 HUNTINGTON TV STATION WHTN TWR      APPROX. 7.6 KM 3034031.3 |
 HY2275|---------------------------------------------------------------------|
 HY2275
 HY2275                          SUPERSEDED SURVEY CONTROL
 HY2275
 HY2275  NAD 83(1995)-  38 21 03.24774(N)    082 21 12.48813(W) AD(       ) 2
 HY2275  NAD 83(1986)-  38 21 03.25268(N)    082 21 12.49062(W) AD(       ) 2
 HY2275  NAD 27      -  38 21 02.95200(N)    082 21 12.94800(W) AD(       ) 2
 HY2275  NGVD 29 (07/19/86)  327.87   (m)         1075.7    (f) LEVELING    3  
 HY2275
 HY2275.Superseded values are not recommended for survey control.
 HY2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2275.See file dsdata.txt to determine how the superseded data were derived.
 HY2275
 HY2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC8173545616(NAD 83)
 HY2275_MARKER: DS = TRIANGULATION STATION DISK
 HY2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2275
 HY2275  HISTORY     - Date     Condition        Report By
 HY2275  HISTORY     - 1934     MONUMENTED       CGS
 HY2275  HISTORY     - 1952     GOOD             CGS
 HY2275  HISTORY     - 1955     GOOD             USGS
 HY2275  HISTORY     - 1957     GOOD             CGS
 HY2275  HISTORY     - 1976     GOOD             NGS
 HY2275  HISTORY     - 20021204 GOOD             INDIV
 HY2275
 HY2275                          STATION DESCRIPTION
 HY2275
 HY2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HY2275'STATION IS ON WHAT IS NOW KNOWN AS THE PINNACLE ON THE THORNLEY PLACE
 HY2275'WHICH IS HIGH GROUND AT THE HEADS OF FOUR POLE CREEK AND DAVIS
 HY2275'CREEK, ABOUT 6-1/2 MILES SOUTHEAST OF THE CENTER OF HUNTINGTON AND 5
 HY2275'MILES SOUTHWEST OF BARBOURVILLE.
 HY2275'
 HY2275'TO REACH FROM HUNTINGTON, TAKE FOURTH AVENUE EAST TO SIXTEENTH STREET
 HY2275'AND TURN RIGHT, SOUTH, ON SIXTEENTH STREET (STATE HIGHWAY 10) AND
 HY2275'FOLLOW STATE HIGHWAY 10 FOR 5.1 MILES OR 0.3 MILES BEYOND W.M.
 HY2275'TOPPINGS STORE, AND TURN RIGHT OFF FROM STATE HIGHWAY 10 ONTO PAVED
 HY2275'ROAD UP GRAPEVINE BRANCH.  KEEP THIS STRAIGHT ROAD 1.45 MILES AND
 HY2275'KEEP MAIN LEFT FORK, CONTINUE 0.55 MILE AND KEEP STRAIGHT AHEAD AT A
 HY2275'PAVED RIGHT FORK, CONTINUE 1.5 MILES OR 0.15 MILES BEYOND A GULF GAS
 HY2275'STATION AND TWO HOUSES ON RIGHT, AND TURN LEFT INTO LANE LEADING TO
 HY2275'SONNY WELLS HOUSE (LOG CABIN ON RIGHT HERE).  STATION IS ABOUT
 HY2275'TWENTY MINUTES WALK AND 3/4 MILE FROM HERE.  IN DRY WEATHER ONE
 HY2275'MAY DRIVE TO STATION BY FOLLOWING FARM ROAD THAT PASSES BY WELLS
 HY2275'HOUSE.
 HY2275'
 HY2275'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HY2275'DISKS SET AS DESCRIBED.
 HY2275'
 HY2275'STATION DAVIS 2 IS 21.2 FEET SOUTH SOUTHWEST OF A 4 INCH PINE TREE
 HY2275'AND ABOUT 48 FEET NORTHEAST OF AN 18 INCH PINE TREE WITH WIRE FENCE
 HY2275'IMBEDDED IN IT.
 HY2275'
 HY2275'REFERENCE MARK NO.1 IS EAST SOUTHEAST OF THE STATION, 6 FEET NORTH
 HY2275'NORTHWEST OF A 20 INCH OAK TREE, 10 FEET EAST NORTHEAST OF DIM FIELD
 HY2275'ROAD, AND 20 FEET EAST SOUTHEAST OF A 12 INCH OAK TREE.
 HY2275'
 HY2275'REFERENCE MARK NO.2 IS NORTH OF THE STATION ON THE EAST SIDE OF FIELD
 HY2275'ROAD, 6 FEET WEST OF 4 INCH TWIN OAK TREES.
 HY2275'
 HY2275'AZIMUTH MARK IS SOUTHWEST OF THE STATION IN A FORMERLY CULTIVATED
 HY2275'FIELD SET IN A ROCK OUTCROP, ABOUT 57 FEET SOUTH SOUTHWEST OF DIM
 HY2275'FARM ROAD, ABOUT 40 FEET EAST NORTHEAST OF WIRE FENCE, AND ABOUT 0.1
 HY2275'MILE NORTH OF BARN.
 HY2275'
 HY2275'A 50 FOOT TOWER IS REQUIRED.
 HY2275
 HY2275                          STATION RECOVERY (1952)
 HY2275
 HY2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RWN)
 HY2275'THE AZIMUTH MARK SET IN ROCK IS BROKEN OFF LEDGE OF OUTCROP.  THE
 HY2275'ROCK IS FAIRLY SMALL AND INFORMATION AVAILABLE IS THAT IT HAS BEEN
 HY2275'MOVED A NUMBER OF TIMES.
 HY2275
 HY2275                          STATION RECOVERY (1955)
 HY2275
 HY2275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 HY2275'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HY2275'AZIMUTH MARK APPEARS TO HAVE BEEN DISTURBED, THE BOULDER APPARENTLY
 HY2275'HAVING WASHED DOWNHILL.
 HY2275'
 HY2275'SONNY WELLS STILL OWNS AND LIVES ON THE PLACE.  JEEP MAY BE READILY
 HY2275'DRIVEN TO FOOT OF HILL JUST BEYOND BARS, ABOUT 100 YARDS S OF
 HY2275'STATION.
 HY2275
 HY2275                          STATION RECOVERY (1957)
 HY2275
 HY2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2275'THE STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED AND
 HY2275'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE
 HY2275'DESTROYED.  A NEW AZIMUTH MARK WAS SET.
 HY2275'
 HY2275'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS--THE STATION IS ON THE
 HY2275'HIGHEST PART OF A TIMBER COVERED HILL AT THE HEADS OF FOUR POLE CREEK
 HY2275'AND DAVIS CREEK, ABOUT 6-1/2 MILES SOUTHEAST OF HUNTINGTON AND 5
 HY2275'MILES SOUTHWEST OF BARBOURSVILLE.
 HY2275'
 HY2275'TO REACH FROM FIFTH AVENUE AND SIXTEENTH STREET (ALTERNATE STATE
 HY2275'HIGHWAY 10 ) IN HUNTINGTON, GO SOUTH ON ALTERNATE HIGHWAY 10 FOR 4.75
 HY2275'MILES TO A T ROAD JUNCTION.  TURN RIGHT, CONTINUE ON HIGHWAY 10 FOR
 HY2275'0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AS PER SIGN 9 BOWEN, GO
 HY2275'SOUTHERLY ON A PAVED ROAD FOR 0.75 MILE TO A SIDE ROAD LEFT.  KEEP
 HY2275'STRAIGHT AHEAD FOR 0.75 MILE TO THE FOUR POLE ROAD ON THE RIGHT.
 HY2275'KEEP STRAIGHT AHEAD FOR 0.5 MILE TO THE PRICE CREEK ROAD ON THE
 HY2275'RIGHT, KEEP STRAIGHT AHEAD FOR 1.5 MILES TO THE TOP OF GRADE AND
 HY2275'DRIVEWAY ON THE LEFT.  TURN LEFT AND FOLLOW DRIVEWAY FOR 0.1 MILE
 HY2275'TO MR. WELLS HOUSE.  PASS TO THE LEFT OF HOUSE AND CONTINUE ON TRACK
 HY2275'ROAD THROUGH OPEN FIELDS AND WOODS FOR 0.65 MILE TO AZIMUTH MARK ON
 HY2275'THE LEFT.  CONTINUE ON TRACK ROAD FOR 0.3 MILE TO A POLE GATE.  PASS
 HY2275'THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 0.4 MILE TO A GATE.
 HY2275'KEEP TO THE LEFT ALONG THE FENCE LINE, UP HILL, FOR 0.35 MILE TO
 HY2275'HIGHEST PART OF HILL AND THE STATION.  NOTE--IN WET WEATHER IT WILL
 HY2275'BE ABOUT A 1 HOUR PACK FROM MR. WELLS HOUSE TO STATION.
 HY2275'
 HY2275'STATION MARK IS A STANDARD DISK STAMPED DAVIS 2 1076 1934, SET IN A
 HY2275'ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 48 FEET
 HY2275'NORTHEAST OF THE FENCE LINE AND 25 FEET SOUTH OF A TREE WHICH HAS BM
 HY2275'1075 788 PAINTED ON THE SOUTH SIDE.
 HY2275'
 HY2275'REFERENCE MARK NO.1, A STANDARD DISK STAMPED DAVIS NO 1 NO 1 1934 IS
 HY2275'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 6 FEET
 HY2275'NORTH NORTHWEST OF A 20 INCH OAK TREE, AND 2 FEET NORTH OF THE
 HY2275'FENCE LINE.
 HY2275'
 HY2275'REFERENCE MARK NO.2, A STANDARD DISK STAMPED DAVIS NO 2 1072 NO 2
 HY2275'1934, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 HY2275'6 FEET WEST OF A 4 INCH TWIN OAK TREE.
 HY2275'
 HY2275'AZIMUTH MARK, A STANDARD DISK STAMPED DAVIS 2 1934 RESET 1957, IS
 HY2275'CEMENTED IN A DRILL HOLE IN THE TOP OF AN IRREGULAR SHAPED BOULDER
 HY2275'WHICH PROJECTS ABOUT 2 FEET ON THE EAST SIDE.  IT IS ON THE WEST SIDE
 HY2275'OF AN OPEN FIELD NEAR THE WOODS LINE, 82 FEET WEST OF THE TRACK ROAD
 HY2275'AND 14 FEET NORTH OF A TRIANGULAR BLAZE ON A 6 INCH PINE TREE.
 HY2275'
 HY2275'NOTE--A 64 FT TOWER WAS USED.
 HY2275
 HY2275                          STATION RECOVERY (1976)
 HY2275
 HY2275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2275'THE STATION, REFERENCE MARK 1, 2 AND THE AZIMUTH WERE RECOVERED
 HY2275'AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 HY2275'TO REFERENCE MARK 1 AND 2 CHECKED THE 1957 DATA ADEQUATELY,
 HY2275'HOWEVER THE AZIMUTH MARK MISSED THE 1957 OBSERVATIONS BY 43
 HY2275'SECONDS, THE PLUMB OF THE LIGHT AT THE MARK WAS CHECKED AFTER
 HY2275'THE OBSERVATIONS AND WAS FOUND TO STILL BE GOOD.  DUE TO
 HY2275'CHANGES IN THE TO REACH A NEW DESCRIPTION FOLLOWS.
 HY2275'
 HY2275'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF BARBOURVILLE,
 HY2275'6-1/2 MILES SOUTHEAST OF HUNTINGTON ON PROPERTY OWNED BY
 HY2275'MILTON WELLS WHO LIVES ABOUT 1/2 MILE SOUTH OF THE STATION.
 HY2275'
 HY2275'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 HY2275'64 AND STATE HIGHWAY 10, 16TH STREET EXIT, AT THE SOUTHEAST
 HY2275'EDGE OF HUNTINGTON GO SOUTHEAST ON HIGHWAY 10 FOR 1.45 MILES TO
 HY2275'A T-ROAD.  TURN RIGHT AND CONTINUE SOUTHEAST ON SURFACED ROAD
 HY2275'FOR 2.0 MILES TO PRICES CREEK ROAD ON THE RIGHT.  KEEP LEFT
 HY2275'AND CONTINUE SOUTHEAST ON A SURFACED ROAD FOR 1.4 MILES TO
 HY2275'BOWEN RIDGE ROAD ON THE RIGHT.  CONTINUE SOUTHEAST ON THE
 HY2275'SURFACED ROAD FOR ABOUT 100 FEET TO A DRIVEWAY ON THE LEFT.
 HY2275'(TO REACH THE AZIMUTH FROM THIS POINT CONTINUE SOUTHEAST FOR
 HY2275'0.1 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTH
 HY2275'FOR 0.05 MILE TO MISTER WELLS HOUSE ON THE RIGHT.
 HY2275'CONTINUE ON TRACK ROAD GOING NORTH, EAST, SOUTH, EAST AND
 HY2275'NORTH FOR O.6 MILE TO THE MARK ON THE LEFT AT THE WEST
 HY2275'EDGE OF A FIELD.) TURN SHARP LEFT AND GO NORTHWEST AND
 HY2275'NORTH ON A GRAVELED AND TRACK ROAD FOR 0.25 MILE TO A
 HY2275'LOCKED GATE.  PASS THROUGH GATE AND GO NORTHEAST ON TRACK
 HY2275'ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN SHARP RIGHT
 HY2275'AND GO SOUTHEAST UPHILL ON TRACK ROAD FOR 0.05 MILE TO THE
 HY2275'TOP OF A RIDGE AND T-ROAD.  TURN SHARP LEFT AND GO NORTHEAST ON
 HY2275'A TRACK ROAD FOR 0.25 MILE TO A GATE.  CONTINUE NORTHEAST
 HY2275'ON TOP OF RIDGE ON TRACK ROAD FOR 0.1 MILE TO THE TOP OF THE
 HY2275'OF HILL A GATE AND THE STATION ON THE LEFT ABOUT 50 FEET
 HY2275'NORTH OF TRACK ROAD.
 HY2275'
 HY2275'STATION MARK IS A STANDARD DISK STAMPED---DAVIS NO 2 1076
 HY2275'1934---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HY2275'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 76.5 FEET WEST
 HY2275'OF A FENCE CORNER AND 3 FEET NORTH OF A METAL WITNESS POST.
 HY2275'THE UNDERGROUND DISK WAS NOT INSPECTED AT THIS TIME.
 HY2275'
 HY2275'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---DAVIS NO 2 NO 1
 HY2275'1934---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HY2275'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 6 FEET
 HY2275'NORTHWEST OF THE FENCE CORNER, 2 FEET SOUTHWEST OF A WITNESS
 HY2275'POST AND ABOUT 1 FOOT BELOW THE STATION.
 HY2275'
 HY2275'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---DAVIS NO 2 1072
 HY2275'NO 2 1934---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HY2275'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 10
 HY2275'FEET WEST OF A NORTHWEST-SOUTHEAST FENCE LINE, 1.5 FEET
 HY2275'SOUTHEAST OF A WITNESS POST AND ABOUT 1 FOOT BELOW THE STATION.
 HY2275'
 HY2275'AZIMUTH MARK IS A STANDARD DISK STAMPED---DAVIS 2 1934 RESET
 HY2275'1957---, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS
 HY2275'FLUSH WITH THE GROUND.  IT IS 11 FEET SOUTH-SOUTHEAST OF AN
 HY2275'8-INCH PINE TREE AND 14 FEET NORTHEAST OF A 12-INCH PINE TREE.
 HY2275'
 HY2275'HEIGHT OF THE LIGHT ABOVE THE MARK IS 22.0 METERS.
 HY2275'NO MEASUREMENTS BETWEEN REFERENCE MARKS DUE TO TREES.
 HY2275'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THIS TIME.
 HY2275
 HY2275                          STATION RECOVERY (2002)
 HY2275
 HY2275'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 HY2275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0884 ***********************************************************************
 KY0884  DESIGNATION -  DD 28
 KY0884  PID         -  KY0884
 KY0884  STATE/COUNTY-  WV/BROOKE
 KY0884  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0884
 KY0884                         *CURRENT SURVEY CONTROL
 KY0884  ___________________________________________________________________
 KY0884* NAD 83(1986)-  40 16 49.     (N)    080 36 39.     (W)     SCALED    
 KY0884* NAVD 88     -       203.046  (meters)     666.16   (feet)  ADJUSTED  
 KY0884  ___________________________________________________________________
 KY0884  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY0884  DYNAMIC HT  -         202.939 (meters)     665.81  (feet)  COMP
 KY0884  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 KY0884
 KY0884  VERT ORDER  -  FIRST     CLASS II
 KY0884
 KY0884.The horizontal coordinates were scaled from a topographic map and have
 KY0884.an estimated accuracy of +/- 6 seconds.
 KY0884
 KY0884.The orthometric height was determined by differential leveling
 KY0884.and adjusted by the National Geodetic Survey in June 1991..
 KY0884
 KY0884.The geoid height was determined by GEOID03.
 KY0884
 KY0884.The dynamic height is computed by dividing the NAVD 88
 KY0884.geopotential number by the normal gravity value computed on the
 KY0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0884.degrees latitude (g = 980.6199 gals.).
 KY0884
 KY0884.The modeled gravity was interpolated from observed gravity values.
 KY0884
 KY0884;                    North         East    Units  Estimated Accuracy
 KY0884;SPC WV N     -   198,230.      505,530.      MT  (+/- 180 meters Scaled)
 KY0884
 KY0884                          SUPERSEDED SURVEY CONTROL
 KY0884
 KY0884  NGVD 29 (??/??/92)  203.230  (m)          666.76   (f) ADJ UNCH    1 2
 KY0884
 KY0884.Superseded values are not recommended for survey control.
 KY0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0884.See file dsdata.txt to determine how the superseded data were derived.
 KY0884
 KY0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE330589(NAD 83)
 KY0884_MARKER: DD = SURVEY DISK
 KY0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0884_SP_SET: POST
 KY0884_STAMPING: MERIDIAN MARK DD 28
 KY0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0884+STABILITY: SURFACE MOTION
 KY0884
 KY0884  HISTORY     - Date     Condition        Report By
 KY0884  HISTORY     - UNK      MONUMENTED       USGS
 KY0884  HISTORY     - 1957     GOOD             NGS
 KY0884  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0884
 KY0884                          STATION DESCRIPTION
 KY0884
 KY0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0884'AT WELLSBURG.
 KY0884'AT WELLSBURG, ABOUT 0.8 MILE NORTH OF SEVENTH STREET, AT
 KY0884'INTERSECTION OF MAIN STREET AND SEVENTEENTH STREET, 28.8 FEET
 KY0884'EAST OF EAST CURB OF MAIN STREET, 14.8 FEET NORTH OF NORTH
 KY0884'CURB OF 17TH STREET, 10.5 FEET SOUTHEAST OF SOUTHEAST CURB OF A
 KY0884'DIAGONAL CONCRETE WALK, IN THE SOUTHWEST CORNER OF CITY PARK
 KY0884'AND SET IN THE TOP OF A STONE POST PROJECTING 1 INCH.
 KY0884
 KY0884                          STATION RECOVERY (1983)
 KY0884
 KY0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0884'NOT RECOVERED, THE CONCRETE POST WAS FOUND WITH ONLY THE STEM OF THE
 KY0884'DISK IN PLACE, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2859 ***********************************************************************
 HX2859  DESIGNATION -  DEGARMO
 HX2859  PID         -  HX2859
 HX2859  STATE/COUNTY-  WV/WEBSTER
 HX2859  USGS QUAD   -  GOSHEN (1987)
 HX2859
 HX2859                         *CURRENT SURVEY CONTROL
 HX2859  ___________________________________________________________________
 HX2859* NAD 83(1995)-  38 41 35.39561(N)    080 16 50.50218(W)     ADJUSTED  
 HX2859* NAVD 88     -       855.9    (meters)    2808.     (feet)  VERTCON   
 HX2859  ___________________________________________________________________
 HX2859  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 HX2859  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HX2859
 HX2859  HORZ ORDER  -  SECOND
 HX2859
 HX2859.The horizontal coordinates were established by classical geodetic methods
 HX2859.and adjusted by the National Geodetic Survey in April 1998..
 HX2859
 HX2859.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2859
 HX2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2859
 HX2859.The geoid height was determined by GEOID03.
 HX2859
 HX2859;                    North         East     Units Scale Factor Converg.
 HX2859;SPC WV S     -   188,169.409   662,576.208   MT  0.99996502   +0 26 40.8
 HX2859;UTM  17      - 4,282,973.199   562,554.357   MT  0.99964819   +0 26 58.9
 HX2859
 HX2859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2859!SPC WV S     -   0.99987062  x   0.99996502  =   0.99983564
 HX2859!UTM  17      -   0.99987062  x   0.99964819  =   0.99951886
 HX2859
 HX2859|---------------------------------------------------------------------|
 HX2859| PID    Reference Object                     Distance      Geod. Az  |
 HX2859|                                                           dddmmss.s |
 HX2859| DC4064 DEGARMO RM 1                         23.058 METERS 01947     |
 HX2859| HX2857 WINKLER RM 3                        APPROX.12.8 KM 1354237.4 |
 HX2859| DC4065 DEGARMO RM 2                         24.682 METERS 22416     |
 HX2859|---------------------------------------------------------------------|
 HX2859
 HX2859                          SUPERSEDED SURVEY CONTROL
 HX2859
 HX2859  NAD 83(1986)-  38 41 35.40120(N)    080 16 50.51367(W) AD(       ) 2
 HX2859  NAD 27      -  38 41 35.02230(N)    080 16 51.22910(W) AD(       ) 2
 HX2859  NGVD 29 (07/19/86)  856.0    (m)         2808.     (f) VERT ANG       
 HX2859
 HX2859.Superseded values are not recommended for survey control.
 HX2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2859.See file dsdata.txt to determine how the superseded data were derived.
 HX2859
 HX2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC6255482973(NAD 83)
 HX2859_MARKER: DD = SURVEY DISK
 HX2859_SETTING: 0 = UNSPECIFIED SETTING
 HX2859
 HX2859  HISTORY     - Date     Condition        Report By
 HX2859  HISTORY     - 1956     MONUMENTED       USGS
 HX2859  HISTORY     - 1961     GOOD             CGS
 HX2859
 HX2859                          STATION DESCRIPTION
 HX2859
 HX2859'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (HDR)
 HX2859'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF PICKENS NEAR THE
 HX2859'CORNER OF RANDOLPH, UPSHUR AND
 HX2859'WEBSTER COUNTIES ON A LOW TIMBERED HILL NEAR THE REMAINS OF THE OLD
 HX2859'DEGARMO HOME AND CEMETERY.  STATION
 HX2859'IS 65 FEET WEST OF THE SOUTHWEST CORNER OF CEMETERY FENCE
 HX2859'AND 8 FEET SOUTH OF WITNESS POST.  THE MARK IS
 HX2859'A STANDARD U.S. GEOLOGICAL SURVEY DISK
 HX2859'SET IN A STONE WHICH PROJECTS ABOUT 6 INCHES AND THE DISK IS
 HX2859'STAMPED W VA.
 HX2859'
 HX2859'REFERENCE MARK NO. 1 IS AT THE END OF A CLEARED LINE.  THE MARK
 HX2859'PROJECTS ABOUT 8 INCHES AND
 HX2859'THE DISK IS STAMPED DEGARMO NO 1 1956.
 HX2859'
 HX2859'REFERENCE MARK NO. 2 PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 HX2859'DEGARMO NO 2 1956.
 HX2859'
 HX2859'TO REACH STATION FROM THE RAILROAD DEPOT IN PICKENS GO SOUTH FOR 0.2
 HX2859'MILE.  TURN RIGHT ACROSS
 HX2859'BRIDGE FOR 0.05 MILE TO T INTERSECTION.  TURN RIGHT AND FOLLOW MAIN
 HX2859'ROAD FOR 2.7 MILES TO CROSSROADS.  TURN RIGHT UP
 HX2859'HILL FOR 1.0 MILE TO CHURCH AND CEMETERY.  BEAR LEFT ON MAIN ROAD FOR
 HX2859'0.1 MILE TO FORKS.  KEEP RIGHT FORK FOR 1.0 MILE TO
 HX2859'AN OLD WOODS ROAD RIGHT.  TURN RIGHT AND FOLLOW
 HX2859'MAIN TRAVELED ROAD FOR 2.3 MILES TO FORKS AND TRIANGLE BLAZED
 HX2859'TREES ON BOTH SIDES OF ROAD.  TURN LEFT
 HX2859'OFF ROAD AND FOLLOW CLEARED ROAD FOR 0.05 MILE TO CEMETERY AND
 HX2859'STATION AS DESCRIBED.
 HX2859'
 HX2859'A FOUR WHEEL DRIVE VEHICLE IS NECESSARY TO DRIVE ABOUT THE LAST MILE
 HX2859'TO STATION.
 HX2859'
 HX2859'NO AVAILABLE LOCATION FOR AN AZIMUTH MARK DUE TO HEAVY GROWTH OF
 HX2859'TREES.
 HX2859'
 HX2859'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HX2859
 HX2859                          STATION RECOVERY (1961)
 HX2859
 HX2859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2859'STATION WAS RECOVERED, DESCRIPTIONS AND ALL MARKS FOUND AS DESCRIBED
 HX2859'IN 1956.  A CHECK
 HX2859'WAS MADE FOR THE DISTANCE AND DIRECTION TO THE MARKS AND
 HX2859'WERE FOUND TO BE CORRECT.
 HX2859'
 HX2859'OBSERVATIONS WERE TAKEN FROM A 77 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3456 ***********************************************************************
 GX3456  DESIGNATION -  DEHUE
 GX3456  PID         -  GX3456
 GX3456  STATE/COUNTY-  WV/LOGAN
 GX3456  USGS QUAD   -  LOGAN (1989)
 GX3456
 GX3456                         *CURRENT SURVEY CONTROL
 GX3456  ___________________________________________________________________
 GX3456* NAD 83(1995)-  37 46 39.78070(N)    081 52 56.95452(W)     ADJUSTED  
 GX3456* NAVD 88     -       695.1    (meters)    2281.     (feet)  VERTCON   
 GX3456  ___________________________________________________________________
 GX3456  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 GX3456  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GX3456
 GX3456  HORZ ORDER  -  SECOND
 GX3456
 GX3456.The horizontal coordinates were established by classical geodetic methods
 GX3456.and adjusted by the National Geodetic Survey in April 1998..
 GX3456
 GX3456.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3456
 GX3456.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3456
 GX3456.The geoid height was determined by GEOID03.
 GX3456
 GX3456;                    North         East     Units Scale Factor Converg.
 GX3456;SPC WV S     -    86,687.467   522,260.593   MT  0.99995072   -0 32 44.0
 GX3456;UTM  17      - 4,181,519.361   422,285.911   MT  0.99967439   -0 32 26.3
 GX3456
 GX3456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3456!SPC WV S     -   0.99989589  x   0.99995072  =   0.99984662
 GX3456!UTM  17      -   0.99989589  x   0.99967439  =   0.99957032
 GX3456
 GX3456|---------------------------------------------------------------------|
 GX3456| PID    Reference Object                     Distance      Geod. Az  |
 GX3456|                                                           dddmmss.s |
 GX3456| DC4066 DEHUE RM 1                            4.203 METERS 03123     |
 GX3456| DC4067 DEHUE RM 2                            3.577 METERS 12244     |
 GX3456| GX3464 DEHUE 2 1974 RM 4                   APPROX. 1.6 KM 3330505.5 |
 GX3456| GX3463 DEHUE 2                             APPROX. 1.7 KM 3365444.2 |
 GX3456|---------------------------------------------------------------------|
 GX3456
 GX3456                          SUPERSEDED SURVEY CONTROL
 GX3456
 GX3456  NAD 83(1995)-  37 46 39.78238(N)    081 52 56.95448(W) AD(       ) 2
 GX3456  NAD 83(1986)-  37 46 39.78865(N)    081 52 56.96059(W) AD(       ) 2
 GX3456  NAD 27      -  37 46 39.40400(N)    081 52 57.53040(W) AD(       ) 2
 GX3456  NGVD 29 (07/19/86)  695.3    (m)         2281.     (f) VERT ANG       
 GX3456
 GX3456.Superseded values are not recommended for survey control.
 GX3456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3456.See file dsdata.txt to determine how the superseded data were derived.
 GX3456
 GX3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB2228681519(NAD 83)
 GX3456_MARKER: DS = TRIANGULATION STATION DISK
 GX3456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3456
 GX3456  HISTORY     - Date     Condition        Report By
 GX3456  HISTORY     - 1957     MONUMENTED       CGS
 GX3456  HISTORY     - 1974     SEE DESCRIPTION  NGS
 GX3456
 GX3456                          STATION DESCRIPTION
 GX3456
 GX3456'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3456'STATION IS ON THE SUMMIT OF A HIGH WOODED HILL APPROXIMATELY 7 MILES
 GX3456'SOUTHWEST OF LOGAN, 3 MILES SOUTH-SOUTHEAST OF THE DEHUE POST
 GX3456'OFFICE, 2.5 MILES NORTH OF MAN AND ON LAND OWNED BY THE YOUNGSTOWN
 GX3456'MINING CO.
 GX3456'
 GX3456'TO REACH FROM MAN, 11 MILES SOUTHEAST OF LOGAN, AT A SIDE ROAD AND
 GX3456'SIGNS LORADO 13, AMHERSTDALE 5, TURN LEFT, EAST OFF OF U.S. HIGHWAY
 GX3456'10 AND GO 1.35 MILES TO THE KISTLER POST OFFICE AND A GROCERY SUPER
 GX3456'MARKET ON THE LEFT, TURN LEFT, NORTH AND GO ALONG THE EAST SIDE
 GX3456'OF SUPER MARKET, CROSS TRACKS, FOR 0.15 MILE TO A FORK, TAKE THE LEFT
 GX3456'FORK UP HILL FOR 0.05 MILE WHERE THE ROAD JUNCTIONS MANY TIMES,
 GX3456'TURN SHARP RIGHT AND GO UP HILL FOR 0.2 MILE TO A FORK, TAKE THE
 GX3456'RIGHT FORK DOWN GRADE FOR 0.05 MILE TO A STREAM AND POWER LINE POLE,
 GX3456'TURN RIGHT, CROSS STREAM, AND GO UP HILL FOR 0.05 MILE TO A REVERSE
 GX3456'Y, TURN SHARP LEFT, UP HILL, FOR 0.35 MILE TO A REVERSE Y. CONTINUE
 GX3456'STRAIGHT AHEAD FOR 0.25 MILE TO A FORK, TAKE THE LEFT FORK, CROSS
 GX3456'STREAM AND GO 0.45 MILE TO A FORK, (GAS DRILLING RIG ON THE LEFT.)
 GX3456'AND THE END OF TRUCK TRAVEL FOR A TWO WHEEL DRIVE. TAKE THE
 GX3456'RIGHT FORK UP STEEP BLADED ROAD FOR 0.65 MILES TO A FORK, TAKE THE
 GX3456'RIGHT FORK AND GO 0.2 MILE TO A REVERSE Y, TURN SHARP LEFT UP HILL
 GX3456'AND FOLLOW PIPE LINE ROAD FOR 0.35 MILE TO A TRACK ROAD ON THE
 GX3456'LEFT AND TWO TRIANGULAR BLAZED TREES ON THE LEFT, TURN LEFT AND
 GX3456'FOLLOW DIM TRACK ROAD AROUND THE NORTH SIDE OF MOUNTAINS FOR 1.6
 GX3456'MILES TO A DIM ROAD ON THE LEFT AND A TRIANGULAR BLAZE ON A 3-FOOT
 GX3456'TREE ON THE RIGHT, TURN SHARP LEFT AND FOLLOW DIM TRACK ROAD
 GX3456'EASTERLY FOR 0.1 MILE TO TOP OF HILL AND THE STATION ON THE HIGHEST
 GX3456'POINT.
 GX3456'
 GX3456'STATION MARKS ARE STANDARD DISKS STAMPED DEHUE 1957. THE SURFACE DISK
 GX3456'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 GX3456'OF THE GROUND. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 GX3456'CONCRETE 20 INCHES BELOW THE SURFACE OF THE GROUND.
 GX3456'
 GX3456'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DEHUE NO. 1 1957, IS
 GX3456'BRAZED ON THE TOP OF A 2-1/2 INCH PIPE WHICH PROJECTS 6
 GX3456'INCHES. IT IS APPROXIMATELY 1 FOOT LOWER IN ELEVATION THAN THE
 GX3456'STATION.
 GX3456'
 GX3456'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DEHUE NO. 2 1957, IS
 GX3456'BRAZED ON THE TOP OF A 2-1/2 INCH PIPE WHICH PROJECTS 12 INCHES.
 GX3456
 GX3456                          STATION RECOVERY (1974)
 GX3456
 GX3456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GX3456'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GX3456'DISTANCE TO THE REFERENCE MARKS CHECKED AS DID THE DIRECTION BETWEEN
 GX3456'THEM.  THE ENTIRE TOP OF THE HILL IS BEING GRADED OFF FOR STRIP
 GX3456'MINING AND THE MARKS WERE DESTROYED AFTER A NEW STATION DEHUE 2 1974
 GX3456'WAS ESTABLISHED.
 GX3456'
 GX3456'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 GX3456'NORTH OF MAN.  HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3463 ***********************************************************************
 GX3463  DESIGNATION -  DEHUE 2
 GX3463  PID         -  GX3463
 GX3463  STATE/COUNTY-  WV/LOGAN
 GX3463  USGS QUAD   -  LOGAN (1989)
 GX3463
 GX3463                         *CURRENT SURVEY CONTROL
 GX3463  ___________________________________________________________________
 GX3463* NAD 83(1995)-  37 47 30.14916(N)    081 53 24.01146(W)     ADJUSTED  
 GX3463* NAVD 88     -       570.     (meters)    1870.     (feet)  VERTCON   
 GX3463  ___________________________________________________________________
 GX3463  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 GX3463  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GX3463
 GX3463  HORZ ORDER  -  THIRD
 GX3463
 GX3463.The horizontal coordinates were established by classical geodetic methods
 GX3463.and adjusted by the National Geodetic Survey in April 1998..
 GX3463.No horizontal observational check was made to the station.
 GX3463
 GX3463.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3463
 GX3463.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3463
 GX3463.The geoid height was determined by GEOID03.
 GX3463
 GX3463;                    North         East     Units Scale Factor Converg.
 GX3463;SPC WV S     -    88,246.570   521,613.447   MT  0.99994903   -0 33 00.7
 GX3463;UTM  17      - 4,183,077.980   421,638.811   MT  0.99967563   -0 32 43.5
 GX3463
 GX3463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3463!SPC WV S     -   0.99991556  x   0.99994903  =   0.99986459
 GX3463!UTM  17      -   0.99991556  x   0.99967563  =   0.99959121
 GX3463
 GX3463|---------------------------------------------------------------------|
 GX3463| PID    Reference Object                     Distance      Geod. Az  |
 GX3463|                                                           dddmmss.s |
 GX3463| GX3464 DEHUE 2 1974 RM 4                   123.844 METERS 21834     |
 GX3463| DC4069 DEHUE 2 RM 5                                       2364446.0 |
 GX3463| DC4068 DEHUE 2 RM 3                                       27348     |
 GX3463|---------------------------------------------------------------------|
 GX3463
 GX3463                          SUPERSEDED SURVEY CONTROL
 GX3463
 GX3463  NAD 83(1995)-  37 47 30.15081(N)    081 53 24.01156(W) AD(       ) 3
 GX3463  NAD 83(1986)-  37 47 30.15687(N)    081 53 24.01832(W) AD(       ) 3
 GX3463  NAD 27      -  37 47 29.77311(N)    081 53 24.58724(W) AD(       ) 3
 GX3463  NGVD 29 (07/19/86)  570.     (m)         1870.     (f) VERT ANG       
 GX3463
 GX3463.Superseded values are not recommended for survey control.
 GX3463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3463.See file dsdata.txt to determine how the superseded data were derived.
 GX3463
 GX3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB2163983078(NAD 83)
 GX3463_MARKER: DS = TRIANGULATION STATION DISK
 GX3463_SETTING: 66 = SET IN ROCK OUTCROP
 GX3463
 GX3463  HISTORY     - Date     Condition        Report By
 GX3463  HISTORY     - 1974     MONUMENTED       NGS
 GX3463
 GX3463                          STATION DESCRIPTION
 GX3463
 GX3463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GX3463'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF MAN, ABOUT 200 FEET
 GX3463'WEST OF THE EAST END OF A RIDGE, ABOUT IN THE CENTER OF THE RIDGE
 GX3463'AND EAST OF THE EAST EDGE OF STRIP AREA AND 33 FEET WEST OF A 10
 GX3463'INCH HICKORY TREE.  THE DISK IS SET IN A DRILL HOLE IN
 GX3463'OUTCROPPING BEDROCK.
 GX3463'
 GX3463'TO REACH THE STATION FROM THE BRIDGE AT MAN, GO SOUTH 0.9 MILE ON
 GX3463'STATE HIGHWAY 10 TO A ROAD LEFT.  TURN LEFT AND GO EASTERLY FOR 0.5
 GX3463'MILE TO MINES AND ROAD LEFT UPHILL.  TURN LEFT AND FOLLOW ROAD
 GX3463'UPHILL FOR 2.3 MILES TO A MINE.  KEEP TO THE RIGHT AND FOLLOW STRIP
 GX3463'BENCH EASTERLY FOR 1.7 MILES TO THE EXTREME EAST EDGE OF STRIP
 GX3463'AREA AND THE STATION.
 GX3463'
 GX3463'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DEHUE 2 NO
 GX3463'3 1974 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, ON THE NORTH
 GX3463'EDGE OF THE RIDGE, 1 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF
 GX3463'THE ROCK AND 1 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK.
 GX3463'
 GX3463'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DEHUE 2 NO 4 1974 SET
 GX3463'IN A DRILL HOLE IN OUTCROPPING BEDROCK, 35 FEET SOUTH OF THE NORTH
 GX3463'EDGE OF THE RIDGE AND 44 FEET EAST OF THE CENTERLINE OF ROAD AROUND
 GX3463'NORTHEAST SIDE OF STRIP AREA.
 GX3463'
 GX3463'REFERENCE MARK 5 IS A STANDARD DISK STAMPED DEHUE 2 NO 5 AZ 1974,
 GX3463'SET IN DRILL HOLE IN THE NORTH FACE OF SANDSTONE WALL OF A STRIP
 GX3463'AREA ABOUT 4 FEET ABOVE GROUND LEVEL AND 15 FEET SOUTH OF THE
 GX3463'CENTERLINE OF ROAD AROUND STRIP MINE.
 GX3463'
 GX3463'TO REACH REFERENCE MARK 5 FROM THE STATION, FOLLOW STRIP ROAD
 GX3463'SOUTHWESTERLY FOR 0.25 MILE TO MARK ON THE LEFT.
 GX3463'
 GX3463'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3162 ***********************************************************************
 GY3162  DESIGNATION -  DEN
 GY3162  PID         -  GY3162
 GY3162  STATE/COUNTY-  WV/MINGO
 GY3162  USGS QUAD   -  NAUGATUCK (1975)
 GY3162
 GY3162                         *CURRENT SURVEY CONTROL
 GY3162  ___________________________________________________________________
 GY3162* NAD 83(1995)-  37 47 03.08169(N)    082 18 29.46753(W)     ADJUSTED  
 GY3162* NAVD 88     -       472.3    (meters)    1550.     (feet)  VERTCON   
 GY3162  ___________________________________________________________________
 GY3162  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 GY3162  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GY3162
 GY3162  HORZ ORDER  -  THIRD
 GY3162
 GY3162.The horizontal coordinates were established by classical geodetic methods
 GY3162.and adjusted by the National Geodetic Survey in April 1998..
 GY3162
 GY3162.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3162
 GY3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3162
 GY3162.The geoid height was determined by GEOID03.
 GY3162
 GY3162;                    North         East     Units Scale Factor Converg.
 GY3162;SPC WV S     -    87,848.938   484,772.547   MT  0.99994993   -0 48 31.4
 GY3162;SPC KY1Z     - 1,166,609.195 1,803,089.647   MT  0.99990623   +2 06 47.3
 GY3162;SPC KY1Z     - 3,827,450.33  5,915,636.62   sFT  0.99990623   +2 06 47.3
 GY3162;SPC KY S     -   666,533.456   803,112.519   MT  0.99997618   +2 05 14.4
 GY3162;SPC KY S     - 2,186,785.18  2,634,878.32   sFT  0.99997618   +2 05 14.4
 GY3162;UTM  17      - 4,182,676.621   384,806.527   MT  0.99976344   -0 48 05.8
 GY3162
 GY3162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3162!SPC WV S     -   0.99993092  x   0.99994993  =   0.99988085
 GY3162!SPC KY1Z     -   0.99993092  x   0.99990623  =   0.99983716
 GY3162!SPC KY S     -   0.99993092  x   0.99997618  =   0.99990710
 GY3162!UTM  17      -   0.99993092  x   0.99976344  =   0.99969438
 GY3162
 GY3162|---------------------------------------------------------------------|
 GY3162| PID    Reference Object                     Distance      Geod. Az  |
 GY3162|                                                           dddmmss.s |
 GY3162| DB9186 DEN RM 1                              3.660 METERS 08240     |
 GY3162| DB9187 DEN RM 2                              3.310 METERS 20834     |
 GY3162| DB9185 DEN AZ MK                                          2973742.8 |
 GY3162|---------------------------------------------------------------------|
 GY3162
 GY3162                          SUPERSEDED SURVEY CONTROL
 GY3162
 GY3162  NAD 83(1995)-  37 47 03.08214(N)    082 18 29.46780(W) AD(       ) 3
 GY3162  NAD 83(1986)-  37 47 03.08867(N)    082 18 29.47263(W) AD(       ) 3
 GY3162  NAD 27      -  37 47 02.73610(N)    082 18 29.96500(W) AD(       ) 3
 GY3162  NGVD 29 (07/19/86)  472.5    (m)         1550.     (f) VERT ANG       
 GY3162
 GY3162.Superseded values are not recommended for survey control.
 GY3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3162.See file dsdata.txt to determine how the superseded data were derived.
 GY3162
 GY3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB8480782677(NAD 83)
 GY3162_MARKER: DS = TRIANGULATION STATION DISK
 GY3162_SETTING: 80 = SET IN A BOULDER
 GY3162_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GY3162
 GY3162  HISTORY     - Date     Condition        Report By
 GY3162  HISTORY     - 1957     MONUMENTED       CGS
 GY3162
 GY3162                          STATION DESCRIPTION
 GY3162
 GY3162'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3162'THE STATION IS APPROXIMATELY 2.5 MILES EAST OF NAUGHATUCK, 1.5 MILES
 GY3162'WEST-SOUTHWEST OF LENORE ON PROPERTY OWNED BY MRS.  L. CRANK.
 GY3162'
 GY3162'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 AND STATE
 GY3162'HIGHWAY 65 IN NAUGHATUCK, GO SOUTH ON U. S. HIGHWAY 52 FOR 0.1 MILE
 GY3162'TO A SIDE ROAD LEFT, JUST AFTER CROSSING A BRIDGE, TURN LEFT ON DIRT
 GY3162'ROAD FOR 0.45 MILE TO A FORK JUST AFTER CROSSING A SMALL CREEK,
 GY3162'TAKE RIGHT FORK 0.2 MILE TO A FORK, TAKE LEFT FORK 0.9 MILE TO A
 GY3162'TRAIL ON THE RIGHT AND A POINT WHERE A POWER LINE CROSSES THE ROAD,
 GY3162'CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.3 MILE TO A FORK AND THE
 GY3162'AZIMUTH MARK ON THE LEFT, TAKE RIGHT FORK 0.55 MILE TO A HOUSE ON
 GY3162'THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO THE END OF THE
 GY3162'ROAD, JUST AFTER PASSING A GAS WELL ON THE RIGHT, AND THE END OF
 GY3162'TRUCK TRAVEL. PACK LEFT ALONG OLD GAS LINE FOR ABOUT 0.3 MILES TO A
 GY3162'POINT JUST AFTER CLIMBING A SHORT, STEEP HILL, TURN RIGHT, THROUGH
 GY3162'THICK UNDERBRUSH, UP HILL FOR ABOUT 100 YARDS TO A LARGE FLAT
 GY3162'BOULDER ON THE HIGHEST POINT AND THE STATION.
 GY3162'
 GY3162'STATION MARK IS A STANDARD DISK STAMPED DEN 1957. THE DISK IS
 GY3162'CEMENTED IN A DRILL HOLE IN A LARGE FLAT BOULDER. IT IS 8 FEET SOUTH
 GY3162'OF THE NORTHEDGE OF THE LARGE BOULDER AND 4 FEET EAST OF HE WEST EDGE
 GY3162'OF THE BOULDER.
 GY3162'
 GY3162'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DEN NO 1 1957, IS
 GY3162'CEMENTED IN A DRILL HOLE IN A LARGE FLAT BOULDER. IT IS 5 FEET NORTH
 GY3162'OF THE SOUTH POINT OF THE BOULDER AND 3 FEET WEST OF THE EAST EDGE
 GY3162'OF THE BOULDER.
 GY3162'
 GY3162'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DEN NO 2 1957, IS
 GY3162'CEMENTED IN A DRILL HOLE IN A LARGE FLAT BOULDER. IT IS 2 FEET NORTH
 GY3162'OF THE SOUTH EDGE OF THE BOULDER AND 1 FOOT EAST OF THE WEST EDGE OF
 GY3162'THE BOULDER.
 GY3162'
 GY3162'AZIMUTH MARK IS A STANDARD DISK STAMPED DEN 1957, CEMENTED IN A DRILL
 GY3162'HOLE IN A BOULDER WHICH IS ABOUT 2 FEET SQUARE AND IS FLUSH ON THE
 GY3162'NORTH SIDE AND PROJECTS 1 FOOT ON THE SOUTH SIDE. IT IS 43 FEET NORTH
 GY3162'OF THE CENTER OF A DIRT ROAD, 38 FEET WEST-NORTHWEST OF THE CENTER
 GY3162'OF THE DIRT ROAD LEADING LEFT AND 18 FEET SOUTH OF A 2 INCH PIPE
 GY3162'LINE. THE MARK IS ABOUT 20 FEET HIGHER THAN THE ROAD. A STANDARD
 GY3162'WITNESS POST WAS SET 31 FEET SOUTH OF THE MARK.
 GY3162'
 GY3162'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3028 ***********************************************************************
 HX3028  DESIGNATION -  DESERT
 HX3028  PID         -  HX3028
 HX3028  STATE/COUNTY-  WV/KANAWHA
 HX3028  USGS QUAD   -  QUICK (1976)
 HX3028
 HX3028                         *CURRENT SURVEY CONTROL
 HX3028  ___________________________________________________________________
 HX3028* NAD 83(1995)-  38 17 22.49501(N)    081 22 32.67955(W)     ADJUSTED  
 HX3028* NAVD 88     -       496.5    (meters)    1629.     (feet)  VERTCON   
 HX3028  ___________________________________________________________________
 HX3028  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 HX3028  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HX3028
 HX3028  HORZ ORDER  -  FIRST
 HX3028
 HX3028.The horizontal coordinates were established by classical geodetic methods
 HX3028.and adjusted by the National Geodetic Survey in April 1998..
 HX3028
 HX3028.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3028
 HX3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3028
 HX3028.The geoid height was determined by GEOID03.
 HX3028
 HX3028;                    North         East     Units Scale Factor Converg.
 HX3028;SPC WV S     -   143,195.699   567,130.128   MT  0.99992735   -0 13 56.2
 HX3028;UTM  17      - 4,238,012.296   467,140.743   MT  0.99961330   -0 13 58.2
 HX3028
 HX3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3028!SPC WV S     -   0.99992719  x   0.99992735  =   0.99985454
 HX3028!UTM  17      -   0.99992719  x   0.99961330  =   0.99954052
 HX3028
 HX3028:                Primary Azimuth Mark                     Grid Az
 HX3028:SPC WV S     -  BIG KNOB                                 017 28 49.2
 HX3028:UTM  17      -  BIG KNOB                                 017 28 51.2
 HX3028
 HX3028|---------------------------------------------------------------------|
 HX3028| PID    Reference Object                     Distance      Geod. Az  |
 HX3028|                                                           dddmmss.s |
 HX3028| HX3024 BIG KNOB                            APPROX.17.2 KM 0171453.0 |
 HX3028| HX3022 GLEN ATT RELAY TOWER                APPROX.14.7 KM 0440032.8 |
 HX3028| DC3237 DESERT AZ MK                                       0493223.9 |
 HX3028| DC3238 DESERT RM 1                          22.810 METERS 07903     |
 HX3028| DC3239 DESERT RM 3                          21.680 METERS 18200     |
 HX3028| HX3027 PUTNEY USGS 1944                     10.972 METERS 20541     |
 HX3028|---------------------------------------------------------------------|
 HX3028
 HX3028                          SUPERSEDED SURVEY CONTROL
 HX3028
 HX3028  NAD 83(1986)-  38 17 22.50376(N)    081 22 32.68655(W) AD(       ) 1
 HX3028  NAD 27      -  38 17 22.13300(N)    081 22 33.27200(W) AD(       ) 1
 HX3028  NGVD 29 (07/19/86)  496.7    (m)         1630.     (f) VERT ANG       
 HX3028
 HX3028.Superseded values are not recommended for survey control.
 HX3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3028.See file dsdata.txt to determine how the superseded data were derived.
 HX3028
 HX3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6714138012(NAD 83)
 HX3028_MARKER: DS = TRIANGULATION STATION DISK
 HX3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3028
 HX3028  HISTORY     - Date     Condition        Report By
 HX3028  HISTORY     - 1944     MONUMENTED       CGS
 HX3028  HISTORY     - 1961     GOOD             CGS
 HX3028  HISTORY     - 19890216 GOOD             LOCENG
 HX3028
 HX3028                          STATION DESCRIPTION
 HX3028
 HX3028'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3028'STATION IS LOCATED
 HX3028'ABOUT 9 MILES BY
 HX3028'ROAD NE OF THE TOWN OF CEDAR GROVE AND 1 MILE E
 HX3028'OF PUTNEY.  IT IS SITUATED AT THE
 HX3028'SITE OF THE MT. DESERT FIRE
 HX3028'TOWER WHICH IS ON THE HIGHEST POINT OF PUTNEY RIDGE,
 HX3028'29 FEET ESE
 HX3028'OF THE CENTER LINE OF THE ROAD, 16 FEET ESE OF A 10-INCH HICKORY
 HX3028'TREE, 15 FEET WNW
 HX3028'OF A 12-INCH HICKORY TREE, AND ABOUT 75 FEET N
 HX3028'OF THE WARDENS HOUSE.  THE DISK IS
 HX3028'STAMPED DESERT 1944 AND
 HX3028'PROJECTS ABOUT 4 INCHES.
 HX3028'
 HX3028'SURFACE, UNDERGROUND, REFERENCE MARK 1, AND AZIMUTH MARK ARE
 HX3028'BRONZE DISKS SET IN CONCRETE.
 HX3028'
 HX3028'REFERENCE MARK 1 IS ON THE E SLOPE OF THE RIDGE AND 3.5 FEET
 HX3028'W OF AN 8-INCH
 HX3028'HICKORY TREE.  IT IS STAMPED DESERT NO 1 1944
 HX3028'AND PROJECTS ABOUT 4 INCHES.
 HX3028'
 HX3028'PUTNEY (U.S.G.S.) (R.M. 2) IS CENTERED UNDER THE FIRE TOWER.
 HX3028'IT IS A STANDARD
 HX3028'U.S. GEOLOGICAL SURVEY DISK SET FLUSH IN THE TOP
 HX3028'OF A STONE POST THAT PROJECTS ABOUT 8 INCHES.
 HX3028'
 HX3028'AZIMUTH MARK IS 9 FEET SE OF THE CENTER LINE OF THE ROAD AND
 HX3028'ABOUT 125 FEET ENE
 HX3028'OF A POWER-TRANSMISSION LINE POLE.  IT IS NEAR
 HX3028'A 4- BY 4-INCH WHITE WOODEN WITNESS
 HX3028'POST.  IT IS STAMPED DESERT
 HX3028'1944 AND PROJECTS ABOUT 4 INCHES.
 HX3028'
 HX3028'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 HX3028'21 AND A CONCRETE
 HX3028'ROAD IN CEDAR GROVE, TURN LEFT ON THE CONCRETE
 HX3028'ROAD AND GO 4.75 MILES TO SHEDDS
 HX3028'BRICK STORE ON THE LEFT.  CONTINUE
 HX3028'STRAIGHT AHEAD FOR 0.1 MILE TO A DIRT ROAD SHARP LEFT.
 HX3028'(PUTNEY MINE ROAD), TURN LEFT AND FOLLOW MAIN ROAD FOR 3.65 MILES
 HX3028'TO A T-ROAD AT
 HX3028'THE CREST OF PUTNEY RIDGE AND A FARMHOUSE ON THE
 HX3028'RIGHT, TURN LEFT AND GO 0.4 MILE
 HX3028'TO THE AZIMUTH MARK ON THE LEFT.
 HX3028'CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO THE HIGHEST
 HX3028'POINT AND THE STATION.
 HX3028'
 HX3028'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HX3028
 HX3028                          STATION RECOVERY (1961)
 HX3028
 HX3028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX3028'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HX3028'FOUND TO BE IN
 HX3028'GOOD CONDITION.  THE AZIMUTH MARK IS NO LONGER VISIBLE FROM
 HX3028'THE GROUND.  THE GEOLOGICAL
 HX3028'STATION PUTNEY (REFERENCE MARK NO. 2) WAS NOT
 HX3028'OBSERVED AT THIS TIME, DUE TO CHANGING OF
 HX3028'STEPS ON THE FIRE TOWER.  A CHECK
 HX3028'WAS MADE AND THE DISTANCE WAS FOUND TO BE CORRECT.  A
 HX3028'COMPLETE NEW
 HX3028'DESCRIPTION FOLLOWS-
 HX3028'
 HX3028'STATION IS LOCATED ON A TIMBERED RIDGE NEAR THE MT. DESERT FIRE
 HX3028'TOWER, THAT IS
 HX3028'LOCALLY KNOWN AS PUTNEY RIDGE.  STATION IS 10.35 MILES FROM THE
 HX3028'CITY HALL IN THE TOWN OF
 HX3028'GLASGOW AND ABOUT 1 MILE EAST OF THE VILLAGE OF
 HX3028'PUTNEY.  STATION IS 30.0 FEET EAST OF THE
 HX3028'APPROXIMATE CENTER OF DIRT ROAD,
 HX3028'16.0 FEET EAST OF A HICKORY TREE, 3.0 FEET SOUTHEAST OF
 HX3028'METAL WITNESS POST WITH
 HX3028'SIGN, 15.0 FEET WEST OF A 12 INCH HICKORY TREE AND 11, FEET NORTH OF
 HX3028'FIRE WARDENS CABIN.
 HX3028'STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE
 HX3028'TOP OF A 12 BY 12 INCH CONCRETE
 HX3028'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 HX3028'GROUND AND THE DISK IS STAMPED DESERT 1944.
 HX3028'
 HX3028'TO REACH THE STATION FROM THE CITY HALL OF GLASGOW (AT THE JUNCTION
 HX3028'OF 3RD STREET AND
 HX3028'US HIGHWAYS NO. 60 AND 21), GO WEST ON US HIGHWAY NO. 60
 HX3028'FOR 0.45 MILE TO A SIDE ROAD RIGHT,
 HX3028'TURN RIGHT (OLD HIGHWAY) AND GO NORTHERLY
 HX3028'FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT CROSSING
 HX3028'RAILROAD AND GO
 HX3028'NORTHWESTERLY FOR 4.65 MILES TO FORKS.  TAKE RIGHT FORK STRAIGHT
 HX3028'AHEAD AND GO NORTH FOR 0.2
 HX3028'MILE TO A SIDE ROAD LEFT.  TURN SHARP LEFT AND GO NORTHERLY FOR
 HX3028'0.9 MILE TO A FORK, TAKE RIGHT
 HX3028'FORK CROSSING STREAM AND GO NORTH FOR 0.75
 HX3028'MILE TO SIDE ROAD RIGHT.  TURN SHARP RIGHT ON
 HX3028'NEWLY CLEARED ROAD AND GO UP
 HX3028'AND AROUND STEEP HILL FOR 1.0 MILE TO FORKS, TAKE LEFT FORK AND
 HX3028'CONTINUE UP HILL FOR
 HX3028'1.05 MILES TO FORK.  TAKE LEFT FORK AND GO SOUTHWESTERLY FOR 0.7
 HX3028'MILE TO THE AZIMUTH MARK ON
 HX3028'THE LEFT, CONTINUE SOUTHERLY UP HILL FOR 0.45
 HX3028'MILE TO STATION AS DESCRIBED.
 HX3028'
 HX3028'AZIMUTH MARK IS 122 FEET EAST OF METAL POWERLINE TOWER, 8.0 FEET
 HX3028'NORTHEAST OF THE
 HX3028'APPROXIMATE CENTER OF DIRT ROAD AND 2.0 FEET NORTHWEST OF METAL
 HX3028'WITNESS POST WITH SIGN.
 HX3028'IT IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP
 HX3028'OF A 12 BY 12 INCH CONCRETE MONUMENT THAT
 HX3028'PROJECTS 4 INCHES ABOVE THE SURFACE
 HX3028'OF THE GROUND AND THE DISK IS STAMPED DESERT 1944.
 HX3028'
 HX3028'REFERENCE MARK NO. 1 IS 3.5 FEET WEST OF A 12 INCH HICKORY TREE.  IT
 HX3028'IS MARKED BY A
 HX3028'STANDARD DISK CEMENTED IN THE TOP OF A 12 BY 12 INCH CONCRETE
 HX3028'MONUMENT THAT PROJECTS 4
 HX3028'INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK
 HX3028'IS STAMPED DESERT NO 1 1944.
 HX3028'
 HX3028'REFERENCE MARK NO. 3 IS 8.0 FEET SOUTHEAST OF A 12 INCH HICKORY TREE,
 HX3028'48.0 FEET EAST OF
 HX3028'THE APPROXIMATE CENTER OF DIRT ROAD AND 55.0 FEET NORTH OF
 HX3028'THE NORTHEAST CORNER OF THE CABIN.
 HX3028'IT IS MARKED BY A STANDARD DISK CEMENTED
 HX3028'IN THE TOP OF A 4 INCH ORANGEBURG PIPE THAT PROJECTS
 HX3028'24 INCHES ABOVE THE
 HX3028'SURFACE OF THE GROUND AND THE DISK IS STAMPED DESERT NO 3 1944.
 HX3028
 HX3028                          STATION RECOVERY (1989)
 HX3028
 HX3028'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (DDE)
 HX3028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2970 ***********************************************************************
 HX2970  DESIGNATION -  DESERT KNOB
 HX2970  PID         -  HX2970
 HX2970  STATE/COUNTY-  WV/CALHOUN
 HX2970  USGS QUAD   -  TARIFF (1975)
 HX2970
 HX2970                         *CURRENT SURVEY CONTROL
 HX2970  ___________________________________________________________________
 HX2970* NAD 83(1995)-  38 44 32.96256(N)    081 09 59.48519(W)     ADJUSTED  
 HX2970* NAVD 88     -       408.7    (meters)    1341.     (feet)  VERTCON   
 HX2970  ___________________________________________________________________
 HX2970  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 HX2970  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HX2970
 HX2970  HORZ ORDER  -  SECOND
 HX2970
 HX2970.The horizontal coordinates were established by classical geodetic methods
 HX2970.and adjusted by the National Geodetic Survey in April 1998..
 HX2970
 HX2970.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2970
 HX2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2970
 HX2970.The geoid height was determined by GEOID03.
 HX2970
 HX2970;                    North         East     Units Scale Factor Converg.
 HX2970;SPC WV S     -   193,414.896   585,522.910   MT  0.99997303   -0 06 10.6
 HX2970;UTM  17      - 4,288,214.170   485,528.299   MT  0.99960258   -0 06 15.2
 HX2970
 HX2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2970!SPC WV S     -   0.99994107  x   0.99997303  =   0.99991411
 HX2970!UTM  17      -   0.99994107  x   0.99960258  =   0.99954368
 HX2970
 HX2970:                Primary Azimuth Mark                     Grid Az
 HX2970:SPC WV S     -  DESERT KNOB AZ MK                        001 26 19.7
 HX2970:UTM  17      -  DESERT KNOB AZ MK                        001 26 24.3
 HX2970
 HX2970|---------------------------------------------------------------------|
 HX2970| PID    Reference Object                     Distance      Geod. Az  |
 HX2970|                                                           dddmmss.s |
 HX2970| DC3240 DESERT KNOB AZ MK                                  0012009.1 |
 HX2970| DC3241 DESERT KNOB RM 1                     14.441 METERS 03907     |
 HX2970|---------------------------------------------------------------------|
 HX2970
 HX2970                          SUPERSEDED SURVEY CONTROL
 HX2970
 HX2970  NAD 83(1986)-  38 44 32.96895(N)    081 09 59.49285(W) AD(       ) 2
 HX2970  NAD 27      -  38 44 32.64100(N)    081 10 00.08270(W) AD(       ) 2
 HX2970  NGVD 29 (07/19/86)  408.9    (m)         1342.     (f) VERT ANG       
 HX2970
 HX2970.Superseded values are not recommended for survey control.
 HX2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2970.See file dsdata.txt to determine how the superseded data were derived.
 HX2970
 HX2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC8552888214(NAD 83)
 HX2970_MARKER: DS = TRIANGULATION STATION DISK
 HX2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2970
 HX2970  HISTORY     - Date     Condition        Report By
 HX2970  HISTORY     - 1956     MONUMENTED       CGS
 HX2970  HISTORY     - 1961     GOOD             CGS
 HX2970
 HX2970                          STATION DESCRIPTION
 HX2970
 HX2970'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2970'STATION IS LOCATED ABOUT 13 MILES SOUTH SOUTHWEST OF GRANTSVILLE AND
 HX2970'10-1/2 MILES SOUTHEAST OF SPENCER ON A
 HX2970'PROMINENT CLEARED HILL KNOWN LOCALLY AS DESERT KNOB.  STATION IS
 HX2970'28 FEET NORTHEAST OF RADIO MAST,
 HX2970'25 FEET EAST OF NORTH CORNER OF FENCE, 15 FEET SOUTHEAST
 HX2970'OF EDGE OF ROAD CUT, 14 FEET SOUTHEAST OF UTILITY
 HX2970'POLE AND 4 FEET SOUTHEAST OF
 HX2970'WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 HX2970'STAMPED DESERT KNOB 1956.
 HX2970'
 HX2970'REFERENCE MARK NO. 1 IS 6 FEET SOUTHEAST OF UTILITY POLE.  THE MARK
 HX2970'PROJECTS ABOUT 6 INCHES AND THE
 HX2970'DISK IS STAMPED DESERT KNOB NO 1 1956.
 HX2970'
 HX2970'STATION DESERT OF THE U.S. GEOLOGICAL SURVEY WAS USED AS REFERENCE
 HX2970'MARK NO. 2.  THE MARK IS A
 HX2970'STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A SANDSTONE
 HX2970'POST WHICH PROJECTS ABOUT 4 INCHES
 HX2970'AND THE DISK HAS NO STAMPING.  THE MARK WAS TOO CLOSE TO FOCUS
 HX2970'ON SO A TRANSIT WAS USED AND THE PLATE
 HX2970'READ TO DEGREES AND MINUTES ONLY.
 HX2970'
 HX2970'AZIMUTH MARK IS 41 FEET NORTH OF CEMETERY FENCE CORNER, 24 FEET WEST
 HX2970'OF THE APPROXIMATE CENTER OF GRAVEL
 HX2970'ROAD, 3 FEET SOUTH OF WITNESS POST AND 0.5 FOOT EAST OF FENCE.
 HX2970'THE MARK PROJECTS ABOUT 3 INCHES
 HX2970'AND THE DISK IS STAMPED DESERT KNOB 1956.
 HX2970'
 HX2970'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 33 AND 119 AND STATE
 HX2970'HIGHWAY 14 JUST SOUTH OF THE POST
 HX2970'OFFICE IN SPENCER, GO EAST ON U.S. HIGHWAY 33 AND 119 FOR 11.6 MILES
 HX2970'TO A SIDE ROAD RIGHT AT SUMMIT OF
 HX2970'HILL AND SIGN BEECH 3.  TURN RIGHT AND GO SOUTHERLY FOR 2.8
 HX2970'MILES TO FORK.  TAKE RIGHT FORK FOR 1.2 MILES
 HX2970'TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 HX2970'CONTINUE FOR 0.15 MILE TO SIDE ROAD RIGHT.  TURN SHARP RIGHT AND
 HX2970'GO DOWN HILL PASSING TO THE RIGHT OF
 HX2970'HOUSE AND GO 0.1 MILE TO WIRE GATE ON LEFT NEAR SITE OF OLD SAW MILL.
 HX2970'PASS THROUGH GATE AND FOLLOW GRADED
 HX2970'ROAD FOR 0.1 MILE TO GATE.  PASS THROUGH GATE AND GO 0.15
 HX2970'MILE TO WIRE GATE.  PASS THROUGH GATE AND
 HX2970'CONTINUE FOR 0.9 MILE TO TOP OF HILL AND
 HX2970'STATION ON RIGHT AS DESCRIBED.
 HX2970'
 HX2970'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HX2970
 HX2970                          STATION RECOVERY (1961)
 HX2970
 HX2970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2970'STATION WAS RECOVERED AS DESCRIBED IN 1956 DESCRIPTIONS AND ALL MARKS
 HX2970'FOUND IN GOOD
 HX2970'CONDITION.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO
 HX2970'THE MARKS AND WAS FOUND TO BE
 HX2970'CORRECT.
 HX2970'
 HX2970'OBSERVATIONS TAKEN FROM A 74 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2971 ***********************************************************************
 HX2971  DESIGNATION -  DESERT KNOB CARBIDE CHEM RAD
 HX2971  PID         -  HX2971
 HX2971  STATE/COUNTY-  WV/CALHOUN
 HX2971  USGS QUAD   -  TARIFF (1975)
 HX2971
 HX2971                         *CURRENT SURVEY CONTROL
 HX2971  ___________________________________________________________________
 HX2971* NAD 83(1995)-  38 44 32.82148(N)    081 09 59.82201(W)     ADJUSTED  
 HX2971* NAVD 88     -                                                        
 HX2971  ___________________________________________________________________
 HX2971  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 HX2971  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HX2971
 HX2971  HORZ ORDER  -  THIRD
 HX2971
 HX2971.The horizontal coordinates were established by classical geodetic methods
 HX2971.and adjusted by the National Geodetic Survey in April 1998..
 HX2971
 HX2971
 HX2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2971
 HX2971.The geoid height was determined by GEOID03.
 HX2971
 HX2971;                    North         East     Units Scale Factor Converg.
 HX2971;SPC WV S     -   193,410.561   585,514.769   MT  0.99997302   -0 06 10.8
 HX2971;UTM  17      - 4,288,209.837   485,520.160   MT  0.99960258   -0 06 15.4
 HX2971
 HX2971                          SUPERSEDED SURVEY CONTROL
 HX2971
 HX2971  NAD 83(1986)-  38 44 32.82809(N)    081 09 59.82999(W) AD(       ) 4
 HX2971  NAD 27      -  38 44 32.49300(N)    081 10 00.40800(W) AD(       ) 3
 HX2971
 HX2971.Superseded values are not recommended for survey control.
 HX2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2971.See file dsdata.txt to determine how the superseded data were derived.
 HX2971
 HX2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC8552088210(NAD 83)
 HX2971_MARKER: 42 = RADIO/TV MAST
 HX2971
 HX2971  HISTORY     - Date     Condition        Report By
 HX2971  HISTORY     - 1956     FIRST OBSERVED   CGS
 HX2971  HISTORY     - 1961     GOOD             CGS
 HX2971
 HX2971                          STATION DESCRIPTION
 HX2971
 HX2971'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2971'STATION IS LOCATED ABOUT 13 MILES SOUTH SOUTHWEST OF GRANTSVILLE
 HX2971'AND ABOUT 10-1/2
 HX2971'MILES SOUTHEAST OF SPENCER ON A PROMINENT CLEARED HILL KNOWN LOCALLY
 HX2971'AS DESERT KNOB.  STATION IS OF STEEL
 HX2971'CONSTRUCTION, ABOUT 100 FEET HIGH AND PAINTED RED AND
 HX2971'WHITE.  THE POINT INTERSECTED WAS THE TOP OF MAST.
 HX2971'
 HX2971'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND 119 AND
 HX2971'STATE HIGHWAY 14, JUST SOUTH OF
 HX2971'THE POST OFFICE IN SPENCER, GO EAST ON U.S. HIGHWAY 33 AND 119 FOR
 HX2971'11.6 MILES TO A SIDE ROAD RIGHT AT
 HX2971'SUMMIT OF HILL AND SIGN BEECH 3.  TURN RIGHT AND GO SOUTHERLY
 HX2971'FOR 2.8 MILES TO FORKS.  TAKE RIGHT FORK FOR
 HX2971'1.35 MILES TO A SIDE ROAD RIGHT.  TURN
 HX2971'SHARP RIGHT AND GO DOWN HILL PASSING TO THE RIGHT OF HOUSE AND
 HX2971'GO 0.1 MILE TO WIRE GATE ON LEFT
 HX2971'NEAR SITE OF OLD SAW MILL.  PASS THROUGH GATE AND FOLLOW GRADED ROAD
 HX2971'1.15 MILES, PASSING THROUGH TWO WIRE
 HX2971'GATES, TO TOP OF HILL AND STATION ON RIGHT AS DESCRIBED.
 HX2971
 HX2971                          STATION RECOVERY (1961)
 HX2971
 HX2971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2971'STATION WAS RECOVERED AS DESCRIBED IN 1956 AND IN
 HX2971'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2972 ***********************************************************************
 HX2972  DESIGNATION -  DESERT USGS 1956
 HX2972  PID         -  HX2972
 HX2972  STATE/COUNTY-  WV/CALHOUN
 HX2972  USGS QUAD   -  TARIFF (1975)
 HX2972
 HX2972                         *CURRENT SURVEY CONTROL
 HX2972  ___________________________________________________________________
 HX2972* NAD 83(1995)-  38 44 32.98707(N)    081 09 59.58030(W)     ADJUSTED  
 HX2972* NAVD 88     -       409.     (meters)    1342.     (feet)  SCALED    
 HX2972  ___________________________________________________________________
 HX2972  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 HX2972  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HX2972
 HX2972  HORZ ORDER  -  SECOND
 HX2972
 HX2972.The horizontal coordinates were established by classical geodetic methods
 HX2972.and adjusted by the National Geodetic Survey in April 1998..
 HX2972
 HX2972.The orthometric height was scaled from a topographic map.
 HX2972
 HX2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2972
 HX2972.The geoid height was determined by GEOID03.
 HX2972
 HX2972;                    North         East     Units Scale Factor Converg.
 HX2972;SPC WV S     -   193,415.656   585,520.615   MT  0.99997303   -0 06 10.7
 HX2972;UTM  17      - 4,288,214.930   485,526.004   MT  0.99960258   -0 06 15.2
 HX2972
 HX2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2972!SPC WV S     -   0.99994106  x   0.99997303  =   0.99991409
 HX2972!UTM  17      -   0.99994106  x   0.99960258  =   0.99954366
 HX2972
 HX2972                          SUPERSEDED SURVEY CONTROL
 HX2972
 HX2972  NAD 83(1986)-  38 44 32.99345(N)    081 09 59.58796(W) AD(       ) 2
 HX2972  NAD 27      -  38 44 32.66550(N)    081 10 00.17780(W) AD(       ) 2
 HX2972
 HX2972.Superseded values are not recommended for survey control.
 HX2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2972.See file dsdata.txt to determine how the superseded data were derived.
 HX2972
 HX2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC8552688215(NAD 83)
 HX2972_MARKER: DD = SURVEY DISK
 HX2972_SETTING: 0 = UNSPECIFIED SETTING
 HX2972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2972
 HX2972  HISTORY     - Date     Condition        Report By
 HX2972  HISTORY     - 1956     MONUMENTED       USGS
 HX2972
 HX2972                          STATION DESCRIPTION
 HX2972
 HX2972'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 HX2972'MARK NO. 2.  THE MARK IS A
 HX2972'STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A SANDSTONE
 HX2972'POST WHICH PROJECTS ABOUT 4 INCHES
 HX2972'AND THE DISK HAS NO STAMPING.  THE MARK WAS TOO CLOSE TO FOCUS
 HX2972'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 33 AND 119 AND STATE
 HX2972'HIGHWAY 14 JUST SOUTH OF THE POST
 HX2972'OFFICE IN SPENCER, GO EAST ON U.S. HIGHWAY 33 AND 119 FOR 11.6 MILES
 HX2972'TO A SIDE ROAD RIGHT AT SUMMIT OF
 HX2972'HILL AND SIGN BEECH 3.  TURN RIGHT AND GO SOUTHERLY FOR 2.8
 HX2972'MILES TO FORK.  TAKE RIGHT FORK FOR 1.2 MILES
 HX2972'TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 HX2972'CONTINUE FOR 0.15 MILE TO SIDE ROAD RIGHT.  TURN SHARP RIGHT AND
 HX2972'GO DOWN HILL PASSING TO THE RIGHT OF
 HX2972'HOUSE AND GO 0.1 MILE TO WIRE GATE ON LEFT NEAR SITE OF OLD SAW MILL.
 HX2972'PASS THROUGH GATE AND FOLLOW GRADED
 HX2972'ROAD FOR 0.1 MILE TO GATE.  PASS THROUGH GATE AND GO 0.15
 HX2972'MILE TO WIRE GATE.  PASS THROUGH GATE AND
 HX2972'CONTINUE FOR 0.9 MILE TO TOP OF HILL AND
 HX2972'STATION ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1384 ***********************************************************************
 JW1384  DESIGNATION -  DEVILS NOSE
 JW1384  PID         -  JW1384
 JW1384  STATE/COUNTY-  WV/MORGAN
 JW1384  USGS QUAD   -  BIG POOL (1998)
 JW1384
 JW1384                         *CURRENT SURVEY CONTROL
 JW1384  ___________________________________________________________________
 JW1384* NAD 83(1995)-  39 37 12.30485(N)    078 07 02.05477(W)     ADJUSTED  
 JW1384* NAVD 88     -       471.     (meters)    1545.     (feet)  SCALED    
 JW1384  ___________________________________________________________________
 JW1384  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 JW1384  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JW1384
 JW1384  HORZ ORDER  -  FIRST
 JW1384
 JW1384.The horizontal coordinates were established by classical geodetic methods
 JW1384.and adjusted by the National Geodetic Survey in April 1998..
 JW1384
 JW1384.The orthometric height was scaled from a topographic map.
 JW1384
 JW1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1384
 JW1384.The geoid height was determined by GEOID03.
 JW1384
 JW1384;                    North         East     Units Scale Factor Converg.
 JW1384;SPC WV N     -   125,262.319   718,719.485   MT  0.99994075   +0 52 54.8
 JW1384;SPC MD       -   217,434.784   304,067.280   MT  1.00003418   -0 42 04.4
 JW1384;SPC MD       -   713,367.29    997,594.07   sFT  1.00003418   -0 42 04.4
 JW1384;UTM  17      - 4,389,563.246   747,449.728   MT  1.00035393   +1 50 21.3
 JW1384
 JW1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1384!SPC WV N     -   0.99993149  x   0.99994075  =   0.99987224
 JW1384!SPC MD       -   0.99993149  x   1.00003418  =   0.99996567
 JW1384!UTM  17      -   0.99993149  x   1.00035393  =   1.00028539
 JW1384
 JW1384|---------------------------------------------------------------------|
 JW1384| PID    Reference Object                     Distance      Geod. Az  |
 JW1384|                                                           dddmmss.s |
 JW1384| CJ9647 DEVILS NOSE RM 1                     16.638 METERS 02003     |
 JW1384| JW1396 PITTSBURGH WASHINGTON AWY BN 8      APPROX.19.6 KM 2392553.8 |
 JW1384| CJ9648 DEVILS NOSE RM 2                     13.524 METERS 24711     |
 JW1384| JW1387 FLINT                               APPROX.11.7 KM 3204756.2 |
 JW1384|---------------------------------------------------------------------|
 JW1384
 JW1384                          SUPERSEDED SURVEY CONTROL
 JW1384
 JW1384  NAD 83(1995)-  39 37 12.30474(N)    078 07 02.05527(W) AD(       ) 1
 JW1384  NAD 83(1995)-  39 37 12.30489(N)    078 07 02.05546(W) AD(       ) 1
 JW1384  NAD 83(1986)-  39 37 12.30520(N)    078 07 02.06083(W) AD(       ) 1
 JW1384  NAD 27      -  39 37 11.96000(N)    078 07 03.04900(W) AD(       ) 1
 JW1384
 JW1384.Superseded values are not recommended for survey control.
 JW1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1384.See file dsdata.txt to determine how the superseded data were derived.
 JW1384
 JW1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4745089563(NAD 83)
 JW1384_MARKER: DS = TRIANGULATION STATION DISK
 JW1384_SETTING: 80 = SET IN A BOULDER
 JW1384_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JW1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1384+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2005
 JW1384
 JW1384  HISTORY     - Date     Condition        Report By
 JW1384  HISTORY     - 1935     MONUMENTED       CGS
 JW1384  HISTORY     - 1955     GOOD             CGS
 JW1384  HISTORY     - 20050522 GOOD             GEOCAC
 JW1384
 JW1384                          STATION DESCRIPTION
 JW1384
 JW1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JW1384'THIS IS A FIRST ORDER STATION LOCATED ON THE N END OF SLEEPY CREEK
 JW1384'MOUNTAIN 150 YARDS S OF
 JW1384'THE N END OF THE MOUNTAIN, 22 FEET E OF THE TOP OF
 JW1384'THE BLUFF.  MARK IS A STANDARD
 JW1384'BRONZE DISK SET IN A LARGE OBLONG
 JW1384'BOULDER 10 FEET LONG, 4 FEET WIDE AND PROJECTS 3 FEET.
 JW1384'
 JW1384'REFERENCE MARK NO. 1 IS LOCATED 16.603 METERS NW OF THE
 JW1384'STATION.  IT IS A
 JW1384'STANDARD BRONZE DISK SET IN A LARGE BOULDER THAT
 JW1384'EXTENDS E FROM THE W EDGE OF THE TOP
 JW1384'OF THE BLUFF FOR 8 FEET.
 JW1384'
 JW1384'REFERENCE MARK NO. 2 IS LOCATED 13.520 METERS SW OF THE
 JW1384'STATION, 9 FEET E
 JW1384'OF THE EDGE OF THE BLUFF.  MARK IS A STANDARD
 JW1384'BRONZE DISK IN A LARGE BOULDER.
 JW1384'
 JW1384'TO REACH STATION FROM HEGESVILLE WEST VIRGINIA GO NW ON PAVED
 JW1384'HIGHWAY 9 (OR THE
 JW1384'BERKELEY SPRINGS ROAD) FOR 9.7 MILES TO A DENSE
 JW1384'GROVE OF HEMLOCK AND PINE AND A CAMP
 JW1384'ON THE S SIDE OF THE ROAD
 JW1384'(AT PRESENT A LUMBER CAMP).  TURN LEFT INTO THE CAMP
 JW1384'AND FOLLOW
 JW1384'THE ROAD THROUGH THE CAMP TO A FORK AT THE S EDGE OF CAMP.  TURN
 JW1384'RIGHT AND GO 0.2
 JW1384'MILE TO A FORD ACROSS SLEEPY CREEK, CROSS THE
 JW1384'CREEK AND GO 100 FEET TO A T-TRAIL
 JW1384'LEFT.  LEAVE THE TRUCK HERE
 JW1384'AND FOLLOW UP THE MOUNTAIN, TAKING ALL LEFT TURNS AND
 JW1384'FOLLOW THE
 JW1384'BLAZES.  THERE IS A GOOD WALKING TRAIL UP TO THE SECOND POWERLINE.
 JW1384'FROM THERE THE
 JW1384'TRAIL IS DIM BUT CAN BE FOLLOWED BY STAYING
 JW1384'ON THE RIDGE ALL THE WAY UP.
 JW1384'
 JW1384'A 16-FOOT TOWER WAS USED AND LINES WERE ALL CLEARED BY
 JW1384'CHOPPING THE TOPS FROM THE TREES.
 JW1384
 JW1384                          STATION RECOVERY (1955)
 JW1384
 JW1384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 JW1384'THE STATION AND THE TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 JW1384'CONDITION.  A DISCREPANCY WAS NOTED
 JW1384'ON THE MEASUREMENT TO REFERENCE MARK 1.  THE ORIGINAL DESCRIPTION TO
 JW1384'REACH THE STATION IS NOT
 JW1384'ADEQUATE.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS-
 JW1384'
 JW1384'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 522 AND 9 IN
 JW1384'BERKELEY SPRINGS.  GO SOUTHEASTERLY
 JW1384'ON STATE HIGHWAY 9 FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 JW1384'RIGHT AND FOLLOW A MACADAM ROAD FOR
 JW1384'3.5 MILES TO A STONE BRIDGE, CROSS BRIDGE AND FOLLOW THE
 JW1384'MAIN GRAVEL ROAD FOR 0.3 MILE TO A ROAD FORK,
 JW1384'CONTINUE ON THE RIGHT FORK FOR 1.35 MILES
 JW1384'TO ANOTHER ROAD FORK, TURN LEFT AND GO 1 MILE TO A ROAD FORK AND
 JW1384'SIGN FIRE TOWER 2 MILES.  CONTINUE ON
 JW1384'THE LEFT ROAD CROSSING CATTLE GUARD AND UP HILL ON NARROW ROAD FOR
 JW1384'0.85 MILE TO A FORK ON TOP OF RIDGE,
 JW1384'(RIGHT FORK GOES TO FIRE TOWER) TURN LEFT (NORTH) AND FOLLOW A
 JW1384'TRAIL FOR APPROXIMATELY 5 MILES TO THE END OF
 JW1384'THE TRAIL AND THE STATION.  NOTE- A FOUR-WHEEL
 JW1384'DRIVE TRUCK IS NEEDED FOR THE LAST 5 MILES.
 JW1384'
 JW1384'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 14 METERS.
 JW1384
 JW1384                          STATION RECOVERY (2005)
 JW1384
 JW1384'RECOVERY NOTE BY GEOCACHING 2005 (MHB)
 JW1384'STATION MARK AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1113 ***********************************************************************
 JX1113  DESIGNATION -  DILLON
 JX1113  PID         -  JX1113
 JX1113  STATE/COUNTY-  WV/JACKSON
 JX1113  USGS QUAD   -  PORTLAND (1994)
 JX1113
 JX1113                         *CURRENT SURVEY CONTROL
 JX1113  ___________________________________________________________________
 JX1113* NAD 83(1986)-  39 03 04.     (N)    081 47 46.     (W)     SCALED    
 JX1113* NAVD 88     -       182.678  (meters)     599.34   (feet)  ADJUSTED  
 JX1113  ___________________________________________________________________
 JX1113  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JX1113  DYNAMIC HT  -         182.561 (meters)     598.95  (feet)  COMP
 JX1113  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 JX1113
 JX1113  VERT ORDER  -  FIRST     CLASS II
 JX1113
 JX1113.The horizontal coordinates were scaled from a topographic map and have
 JX1113.an estimated accuracy of +/- 6 seconds.
 JX1113
 JX1113.The orthometric height was determined by differential leveling
 JX1113.and adjusted by the National Geodetic Survey in June 1991..
 JX1113.WARNING-Repeat measurements at this control monument indicate possible
 JX1113.vertical movement.
 JX1113
 JX1113.The geoid height was determined by GEOID03.
 JX1113
 JX1113.The dynamic height is computed by dividing the NAVD 88
 JX1113.geopotential number by the normal gravity value computed on the
 JX1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1113.degrees latitude (g = 980.6199 gals.).
 JX1113
 JX1113.The modeled gravity was interpolated from observed gravity values.
 JX1113
 JX1113;                    North         East    Units  Estimated Accuracy
 JX1113;SPC WV S     -   227,960.      531,080.      MT  (+/- 180 meters Scaled)
 JX1113
 JX1113                          SUPERSEDED SURVEY CONTROL
 JX1113
 JX1113  NGVD 29 (??/??/92)  182.862  (m)          599.94   (f) ADJ UNCH    1 2
 JX1113
 JX1113.Superseded values are not recommended for survey control.
 JX1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1113.See file dsdata.txt to determine how the superseded data were derived.
 JX1113
 JX1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD311227(NAD 83)
 JX1113_MARKER: DB = BENCH MARK DISK
 JX1113_SETTING: 66 = SET IN ROCK OUTCROP
 JX1113_SP_SET: ROCK CUT
 JX1113_STAMPING: DILLON 1933
 JX1113_MARK LOGO: CGS   
 JX1113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1113+STABILITY: POSITION/ELEVATION WELL
 JX1113
 JX1113  HISTORY     - Date     Condition        Report By
 JX1113  HISTORY     - 1933     MONUMENTED       CGS
 JX1113  HISTORY     - 1943     GOOD             NGS
 JX1113  HISTORY     - 1976     GOOD             NGS
 JX1113  HISTORY     - 1984     GOOD             NGS
 JX1113
 JX1113                          STATION DESCRIPTION
 JX1113
 JX1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1113'0.6 MI NW FROM POLK.
 JX1113'0.6 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1113'STATION AT POLK, JACKSON COUNTY, 39 YARDS NORTH ACROSS THE
 JX1113'TRACK AND GRAVEL ROAD FROM THE STATION SIGN AT BREWSTER, 67
 JX1113'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 26.6 FEET NORTH
 JX1113'OF A BRACED POLE, IN THE SOUTHWEST FACE OF A ROCK CUT, AND ABOUT
 JX1113'4 FEET ABOVE THE LEVEL OF THE GROUND.  A STANDARD DISK, STAMPED
 JX1113'DILLION 1933 AND SET VERTICALLY.
 JX1113
 JX1113                          STATION RECOVERY (1976)
 JX1113
 JX1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1113'RECOVERED IN GOOD CONDITION.
 JX1113
 JX1113                          STATION RECOVERY (1984)
 JX1113
 JX1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1918 ***********************************************************************
 JX1918  DESIGNATION -  DIXIE RESET
 JX1918  PID         -  JX1918
 JX1918  STATE/COUNTY-  WV/HARRISON
 JX1918  USGS QUAD   -  SHINNSTON (1977)
 JX1918
 JX1918                         *CURRENT SURVEY CONTROL
 JX1918  ___________________________________________________________________
 JX1918* NAD 83(1995)-  39 24 20.61049(N)    080 19 09.62929(W)     ADJUSTED  
 JX1918* NAVD 88     -       471.9    (meters)    1548.     (feet)  VERTCON   
 JX1918  ___________________________________________________________________
 JX1918  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 JX1918  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JX1918
 JX1918  HORZ ORDER  -  FIRST
 JX1918
 JX1918.The horizontal coordinates were established by classical geodetic methods
 JX1918.and adjusted by the National Geodetic Survey in April 1998..
 JX1918
 JX1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1918
 JX1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1918
 JX1918.The geoid height was determined by GEOID03.
 JX1918
 JX1918;                    North         East     Units Scale Factor Converg.
 JX1918;SPC WV N     -   100,872.452   529,435.169   MT  0.99994809   -0 31 21.2
 JX1918;UTM  17      - 4,362,022.882   558,601.601   MT  0.99964228   +0 25 55.6
 JX1918
 JX1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1918!SPC WV N     -   0.99993110  x   0.99994809  =   0.99987919
 JX1918!UTM  17      -   0.99993110  x   0.99964228  =   0.99957340
 JX1918
 JX1918|---------------------------------------------------------------------|
 JX1918| PID    Reference Object                     Distance      Geod. Az  |
 JX1918|                                                           dddmmss.s |
 JX1918| CX4412 DIXIE RM 4                           14.811 METERS 00123     |
 JX1918| JX1900 GASTON RESET                        APPROX.14.4 KM 0522343.7 |
 JX1918| CX4408 DIXIE AZ MK                                        1544856.5 |
 JX1918| CX4411 DIXIE RM 3                           17.592 METERS 22455     |
 JX1918| CX4409 DIXIE RM 1                            5.470 METERS 22500     |
 JX1918| CX4410 DIXIE RM 2                            6.745 METERS 32011     |
 JX1918|---------------------------------------------------------------------|
 JX1918
 JX1918                          SUPERSEDED SURVEY CONTROL
 JX1918
 JX1918  NAD 83(1986)-  39 24 20.61250(N)    080 19 09.63688(W) AD(       ) 1
 JX1918  NAD 27      -  39 24 20.29710(N)    080 19 10.32240(W) AD(       ) 1
 JX1918  NGVD 29 (02/08/94)  472.1    (m)         1549.     (f) GPS OBS        
 JX1918
 JX1918.Superseded values are not recommended for survey control.
 JX1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1918.See file dsdata.txt to determine how the superseded data were derived.
 JX1918
 JX1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5860262023(NAD 83)
 JX1918_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JX1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1918_SP_SET: CONCRETE POST
 JX1918_STAMPING: DIXIE 1941 1971
 JX1918_MARK LOGO: NGS   
 JX1918_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1918+STABILITY: SURFACE MOTION
 JX1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1918+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 JX1918
 JX1918  HISTORY     - Date     Condition        Report By
 JX1918  HISTORY     - 1971     MONUMENTED       NGS
 JX1918  HISTORY     - 1975     GOOD             NGS
 JX1918  HISTORY     - 1975     GOOD             NGS
 JX1918  HISTORY     - 19820615 GOOD             NGS
 JX1918  HISTORY     - 19890125 GOOD             HARTMN
 JX1918
 JX1918                          STATION DESCRIPTION
 JX1918
 JX1918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JX1918'THE SURFACE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 JX1918'NO. 2 WERE DESTROYED WHEN THE TOP OF THE HILL WAS REMOVED TO MAKE
 JX1918'SITE FOR A PROPOSED TV ANTENNA.  THE UNDERGROUND MARK TO THE STATION
 JX1918'WAS RECOVERED AND APPEARED NOT TO HAVE BEEN DISTURBED.  THE
 JX1918'POSITION WAS HELD, THE SUBSURFACE MARK LOWERED AND A NEW SURFACE
 JX1918'MARK ESTABLISHED BY HOLDING THE POSITION OF THE UNDERGROUND MARK.
 JX1918'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  THERE WAS NO AZIMUTH
 JX1918'MARK SET FOR THIS STATION IN 1941, STATIONS SHINNSTON AND
 JX1918'ROBINSON WERE TO BE USED FOR AZIMUTH MARKS.  HOWEVER, THE TREE
 JX1918'GROWTH SINCE THAT TIME WILL NOT ALLOW VISIBILITY BETWEEN THESE
 JX1918'STATIONS FROM A GROUND SETUP.  A NEW AZIMUTH MARK WAS SET AND AN
 JX1918'ATTEMPT WILL BE MADE LATER AFTER THE LEAVES ARE OFF THE TREES
 JX1918'TO TIE IT TO THE EXISTING STATIONS OF THE NET.
 JX1918'
 JX1918'A COMPLETE AND NEW DESCRIPTION TO THE STATIONS FOLLOWS--THE STATION
 JX1918'IS LOCATED ON THE SUMMIT AND NEAR THE SOUTH END OF A SHORT RIDGE
 JX1918'THAT IS BARE AT THE TOP, ABOUT 2.0 MILES NORTHWEST OF THE CENTER OF
 JX1918'SHINNSTON, 43 FEET NORTH OF THE CENTERLINE OF A CLEARED
 JX1918'PIPELINE AND ON EXTENDED LINE WITH THE NORTHEAST EDGE OF CLEARED
 JX1918'RIGHT-OF-WAY FOR PIPELINE TO THE SOUTHEAST, AND 2 FEET EAST OF A
 JX1918'METAL WITNESS POST AND SIGN.  THE SUBSURFMARK IS 2.8 FEET BELOW
 JX1918'SURFACE OF GROUND.  THE SURFACE STATION MARK IS A CONCRETE
 JX1918'MONUMENT 16-INCHES IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE
 JX1918'GROUND SURFACE.  THE DISK IS STAMPED, DIXIE 1941 1971.
 JX1918'
 JX1918'REFERENCE MARK NO. 3, AND STAMPED DIXIE NO 3 1941 1971, IS ON THE
 JX1918'SOUTH END OF A SHORT RIDGE THAT IS JUST NORTH OF A CLEARED
 JX1918'RIGHT-OF-WAY FOR A PIPELINE.  IT IS 20 FEET SOUTH OF A METAL
 JX1918'WITNESS POST AND SIGN, ABOUT 1.5 FEET BELOW ELEVATION OF THE
 JX1918'STATION AND IS SET FLUSH WITH THE SURFACE OF GROUND.
 JX1918'
 JX1918'REFERENCE MARK NO. 4, AND STAMPED DIXIE NO 4 1941 1971, IS AT THE
 JX1918'WEST EDGE OF SLOPE OF HILL, ABOUT 1 FOOT BELOW ELEVATION OF THE
 JX1918'STATION, 9 FEET WEST OF A METAL WITNESS POST AND SIGN, AND IS
 JX1918'FLUSH WITH SURFACE OF GROUND.
 JX1918'
 JX1918'THE AZIMUTH MARK IS 0.15 MILE SOUTHEAST OF THE STATION, AT THE
 JX1918'SOUTHWEST EDGE OF PIPELINE CLEARING, 25 FEET SOUTHWEST OF CENTERLINE
 JX1918'OF A TRACK ROAD, 20 FEET SOUTHEAST OF AN OLD APPLE TREE, 16 FEET
 JX1918'NORTHEAST OF ANOTHER APPLE TREE, ABOUT 85 FEET NORTHWEST OF BEND
 JX1918'IN PIPELINE CLEARING AND WHERE HILL STARTS STEEP DESENT, AND 1
 JX1918'FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN.  THE DISK IS
 JX1918'STAMPED, DIXIE 1941 1971 AND PROJECTS ABOUT 2 INCHES.
 JX1918'
 JX1918'TO REACH THE STATION FROM THE HIGH SCHOOL AT THE NORTH END OF PIKE
 JX1918'STREET IN SHINNSTON.  GO NORTHWEST ON U.S. HIGHWAY 19, OVER STEEL
 JX1918'BRIDGE, FOR 0.15 MILE TO A T-INTERSECTION AT NORTHWEST END OF
 JX1918'BRIDGE, TURN LEFT AND GO SOUTHWEST ON ROAD ALONG NORTHWEST SIDE OF
 JX1918'RIVER FOR 0.65 MILE TO A DIM ROAD RIGHT AT LOCKED CABLE GATE ACROSS
 JX1918'ROAD, TURN RIGHT THROUGH CABLE GATE, AND GO NORTH ON BLADED ROAD
 JX1918'FOR 0.25 MILE TO A DIM WOODS ROAD LEFT WHERE MAIN ROAD TURNS SHARP
 JX1918'TO RIGHT, KEEP LEFT INTO WOODS ON DIM ROAD AND FOLLOW NORTHWEST
 JX1918'AND NORTHEAST FOR 0.35 MILE (THE LAST 0.15 MILE IS VERY STEEP) TO
 JX1918'TOP OF RIDGE AND PIPELINE CLEARING, TURN LEFT AND FOLLOW TRACK
 JX1918'ROAD NORTHERLY ALONG CENTER OF CLEARING FOR 0.65 MILE TO AZIMUTH
 JX1918'MARK ON THE LEFT, WHERE ROAD CURVES TO LEFT, CONTINUE AHEAD UPHILL
 JX1918'ON ROAD THROUGH CLEARING FOR 0.15 MILE TO SUMMIT OF GRADE AND
 JX1918'STATION ON THE RIGHT.
 JX1918'
 JX1918'KEY FOR LOCKED CABLE GATE MAY BE OBTAINED FROM THE HOPE GAS CO. IN
 JX1918'CLARKSBURG, W. VA.
 JX1918'
 JX1918'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHWEST
 JX1918'OF SHINNSTON.
 JX1918
 JX1918                          STATION RECOVERY (1975)
 JX1918
 JX1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX1918'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED.  REFERENCE
 JX1918'MARKS 1 AND 2 WERE DESTROYED BY CONSTRUCTION IN THE AREA.
 JX1918'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  THERE WAS NO AVAILABLE
 JX1918'DATA TO CHECK THE DIRECTION TO THE AZIMUTH MARK.  FOLLOWING IS A
 JX1918'NEW DESCRIPTION.
 JX1918'
 JX1918'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF WORTHINGTON, 1-1/2
 JX1918'MILES NORTHWEST OF SHINNSTON, ON TOP OF A BARE KNOLL AND ON
 JX1918'PROPERTY OF THE MONONGAHELA POWER COMPANY AND VAN B. LUCUS OF
 JX1918'CLARKSBURG, LEWEY WEBNER OF THE HARRISON PLANT GAVE PERMISSION
 JX1918'FOR THE MONONGAHELA POWER COMPANY AND VAN B.
 JX1918'LUCUS GAVE PERMISSION FOR HIS PART.
 JX1918'
 JX1918'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19
 JX1918'AND HARRISON ROAD IN THE NORTHWEST EDGE OF SHINNSTON, GO SOUTHWEST
 JX1918'ON HARRISON ROAD FOR 0.85 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 JX1918'AND GO NORTHEAST ON A GRAVELED ROAD FOR 0.2 MILE TO A FORK.  TAKE
 JX1918'THE LEFT FORK, UPHILL AND CONTINUE NORTHEAST ON A DIRT ROAD FOR
 JX1918'0.45 MILE TO A PIPELINE T-ROAD AND A SIGN 522 ON THE RIGHT.
 JX1918'TURN LEFT AND GO WEST ON A GRADED ROAD FOR 0.65 MILE TO THE
 JX1918'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE GRADED ROAD
 JX1918'FOR 0.1 MILE TO THE TOP OF THE HILL AND THE STATION ON THE
 JX1918'RIGHT.
 JX1918'
 JX1918'STATION MARK IS A STANDARD DISK, STAMPED---DIXIE 1941---, SET IN THE
 JX1918'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 JX1918'WITH THE GROUND.  IT IS 12.0 FEET NORTH OF THE CENTER OF THE
 JX1918'GRADED ROAD AND 2.2 FEET SOUTHEAST OF A WITNESS POST.
 JX1918'
 JX1918'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---DIXIE 1941 1975---,
 JX1918'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 JX1918'FLUSH WITH THE GROUND.  IT IS 43.0 FEET SOUTH OF THE CENTER OF
 JX1918'THE GRADED ROAD, 1.7 FEET NORTHEAST OF A WITNESS POST AND ABOUT
 JX1918'8 FEET LOWER THAN THE STATION.
 JX1918'
 JX1918'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---DIXIE 1941 1975---,
 JX1918'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 JX1918'IS FLUSH WITH THE GROUND.  IT IS 64.0 FEET NORTH OF THE CENTER OF
 JX1918'THE GRADED ROAD, 48.7 FEET NORTHEAST OF THE WITNESS POST AT THE
 JX1918'STATION MARK AND ABOUT 1 FOOT LOWER THAN THE STATION.
 JX1918'
 JX1918'AZIMUTH MARK IS A STANDARD DISK, STAMPED---DIXIE 1941---, SET IN THE
 JX1918'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1
 JX1918'INCH ABOVE THE GROUND.  IT IS 27.0 FEET SOUTH OF THE CENTER OF A
 JX1918'GRADED ROAD AND 1.0 FOOT WEST OF A WITNESS POST.
 JX1918'
 JX1918'HEIGHT OF LIGHT ABOVE STATION MARK 17.6 METERS.
 JX1918'
 JX1918'REFERENCE MARK 3 TO REFERENCE MARK 4 WAS NOT MEASURED DUE TO
 JX1918'DIFFERENCE OF ELEVATION.
 JX1918
 JX1918                          STATION RECOVERY (1975)
 JX1918
 JX1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JX1918'RECOVERED IN GOOD CONDITION.
 JX1918
 JX1918                          STATION RECOVERY (1982)
 JX1918
 JX1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JX1918'THE STATION MARK, THE AZIMUTH MARK AND REFERENCE MARK 4 WERE RECOVERED
 JX1918'AND FOUND IN GOOD CONDITION AS DESCRIBED IN THE MOST RECENT
 JX1918'INFORMATION AVAILABLE.  REFERENCE MARK 3 WAS RECOVERED AND FOUND IN
 JX1918'GOOD CONDITION BUT IT LOOKS LIKE IT HAS BEEN RESET TO THE SW SIDE OF
 JX1918'THE PIPELINE ROAD.  A LONGER DISTANCE OF 36.58 FEET (11.15 M) OR
 JX1918'11.146 METERS (36.568 FT) WAS NOTED TO IT AND A DIFFERENCE OF 33
 JX1918'DEGREES 38 MINUTES AND 54 SECONDS IN DIRECTION WAS NOTED.  REFERENCE
 JX1918'MARK 3 IS NOW 7.6 METERS (24.9 FT) SW OF THE CENTER OF THE PIPELINE
 JX1918'ROAD, 1.5 METERS (4.9 FT) NE OF THE NE EDGE OF THE WOODED AREA AND 0.9
 JX1918'METERS (3.0 FT) NW OF A WITNESS POST.  IT IS A STANDARD REFERENCE MARK
 JX1918'DISK STAMPED --DIXIE NO 3 1941 1971-- AND IT IS SET IN THE TOP OF A 25
 JX1918'CM ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE.
 JX1918
 JX1918                          STATION RECOVERY (1989)
 JX1918
 JX1918'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX1918'THE STATION AND RM NO. 4 WERE RECOVERED IN GOOD CONDITION.  BROKEN
 JX1918'CONCRETE WAS FOUND AT THE LOCATION OF RM NO. 3 AND IT WAS NOT FOUND.
 JX1918'A THOROUGH SEARCH WAS NOT MADE.  NO SEARCH WAS MADE FOR THE AZIMUTH
 JX1918'MARK.
 JX1918'THE DIRT AND GRADED ROADS MENTIONED IN THE 1975 DESCRIPTION WERE NOT
 JX1918'FOUND.
 JX1918'THE STATION WAS RECOVERED BY ENTERING THE AREA OF THE MONONGAHELA
 JX1918'POWER COMPANIES FLY ASH DUMP AND PROCEEDING OVER VARIOUS HAUL ROADS
 JX1918'TO A POINT IN THE VICINITY OF THE STATION.  THE STATION IS AT THE
 JX1918'APPROXIMATE HIGH POINT OF THE HILL AND IS ON A GAS LINE CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3474 ***********************************************************************
 HW3474  DESIGNATION -  DOLLY
 HW3474  PID         -  HW3474
 HW3474  STATE/COUNTY-  WV/PENDLETON
 HW3474  USGS QUAD   -  ONEGO (1995)
 HW3474
 HW3474                         *CURRENT SURVEY CONTROL
 HW3474  ___________________________________________________________________
 HW3474* NAD 83(1995)-  38 52 04.89563(N)    079 22 34.84741(W)     ADJUSTED  
 HW3474* NAVD 88     -       872.7    (meters)    2863.     (feet)  VERTCON   
 HW3474  ___________________________________________________________________
 HW3474  LAPLACE CORR-          -7.46  (seconds)                    DEFLEC99
 HW3474  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HW3474
 HW3474  HORZ ORDER  -  THIRD
 HW3474
 HW3474.The horizontal coordinates were established by classical geodetic methods
 HW3474.and adjusted by the National Geodetic Survey in April 1998..
 HW3474
 HW3474.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3474
 HW3474.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3474
 HW3474.The geoid height was determined by GEOID03.
 HW3474
 HW3474;                    North         East     Units Scale Factor Converg.
 HW3474;SPC WV S     -   208,572.003   740,904.511   MT  0.99999677   +1 00 13.4
 HW3474;SPC WV N     -    40,864.938   610,731.820   MT  1.00002757   +0 04 43.9
 HW3474;UTM  17      - 4,303,384.155   640,859.857   MT  0.99984433   +1 01 08.6
 HW3474
 HW3474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3474!SPC WV S     -   0.99986796  x   0.99999677  =   0.99986473
 HW3474!SPC WV N     -   0.99986796  x   1.00002757  =   0.99989553
 HW3474!UTM  17      -   0.99986796  x   0.99984433  =   0.99971231
 HW3474
 HW3474|---------------------------------------------------------------------|
 HW3474| PID    Reference Object                     Distance      Geod. Az  |
 HW3474|                                                           dddmmss.s |
 HW3474| DC3270 DOLLY RM 2                            3.964 METERS 00540     |
 HW3474| DC3269 DOLLY RM 1                            3.895 METERS 07724     |
 HW3474| DC3268 DOLLY AZ MK                                        2800111.2 |
 HW3474|---------------------------------------------------------------------|
 HW3474
 HW3474                          SUPERSEDED SURVEY CONTROL
 HW3474
 HW3474  NAD 83(1995)-  38 52 04.90085(N)    079 22 34.85782(W) AD(       ) 3
 HW3474  NAD 83(1986)-  38 52 04.90238(N)    079 22 34.85843(W) AD(       ) 3
 HW3474  NAD 27      -  38 52 04.50120(N)    079 22 35.69320(W) AD(       ) 3
 HW3474  NGVD 29 (07/19/86)  872.8    (m)         2864.     (f) VERT ANG       
 HW3474
 HW3474.Superseded values are not recommended for survey control.
 HW3474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3474.See file dsdata.txt to determine how the superseded data were derived.
 HW3474
 HW3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD4086003384(NAD 83)
 HW3474_MARKER: DS = TRIANGULATION STATION DISK
 HW3474_SETTING: 80 = SET IN A BOULDER
 HW3474_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3474
 HW3474  HISTORY     - Date     Condition        Report By
 HW3474  HISTORY     - 1956     MONUMENTED       CGS
 HW3474
 HW3474                          STATION DESCRIPTION
 HW3474
 HW3474'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3474'THE STATION IS LOCATED AIRLINE, ABOUT 16 MILES SOUTHWEST OF
 HW3474'PETERSBURG AND ABOUT 2 MILES
 HW3474'NORTH OF THE POST OFFICE IN MOUTH OF SENECA, ON THE HIGHEST POINT OF
 HW3474'A LOW WOODED HILL.
 HW3474'
 HW3474'THE STATION IS A STANDARD DISK STAMPED DOLLY 1956 SET IN A DRILL HOLE
 HW3474'IN A LARGE BOULDER WHICH
 HW3474'PROJECTS ABOUT 16 INCHES ABOVE THE GROUND.  IT IS 16 FEET SOUTHWEST
 HW3474'OF A SMALL OAK TREE WITH A TRIANGULAR BLAZE.
 HW3474'
 HW3474'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DOLLY NO 1 1956
 HW3474'SET IN A DRILL HOLE IN A LARGE
 HW3474'BOULDER WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT 4
 HW3474'FEET LOWER THAN THE STATION.
 HW3474'
 HW3474'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DOLLY NO 2 1956
 HW3474'SET IN A DRILL HOLE IN A LARGE
 HW3474'BOULDER WHICH PROJECTS ABOUT 16 INCHES ABOVE THE GROUND AND IS ABOUT
 HW3474'2 FEET LOWER THAN THE STATION.
 HW3474'
 HW3474'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOLLY 1956 SET IN TOP OF
 HW3474'A 10-INCH SQUARE CONCRETE
 HW3474'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 4
 HW3474'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE BARN.
 HW3474'
 HW3474'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL AT THE
 HW3474'ABANDONED WHITE FARM HOUSE, GO
 HW3474'NORTHWESTERLY ON THE TRACK ROAD FOR 0.15 MILE TO A LARGE BARN AND THE
 HW3474'AZIMUTH MARK.
 HW3474'
 HW3474'TO REACH THE STATION FROM THE POST OFFICE IN MOUTH OF SENECA, GO WEST
 HW3474'ON US HIGHWAY 33 FOR 2.5 MILES
 HW3474'TO A SIDE ROAD, RIGHT, JUST AFTER PASSING OVER THE BRIDGE CROSSING
 HW3474'SENECA CREEK.  TURN SHARP RIGHT OFF
 HW3474'THE HIGHWAY AND GO EAST AND NORTH ON THE DIRT SIDE
 HW3474'ROAD FOR 1.3 MILES TO THE HOME OF MRS. BERDIE DOLLY ON
 HW3474'THE RIGHT, SOUTH SIDE, CONTINUE
 HW3474'EAST AND NORTH ON THE DIRT ROAD FOR 1.0 MILE, TAKE THE RIGHT FORK
 HW3474'STRAIGHT AHEAD, NORTHEASTERLY FOR 1.25 MILE
 HW3474'TO A LARGE WHITE ABANDONED FARM HOUSE ON THE RIGHT, TURN RIGHT
 HW3474'INTO THE YARD AND GO
 HW3474'NORTHEASTERLY FOR ABOUT 70 FEET TO A FENCE LINE, CROSS OVER, FIND
 HW3474'TRAIL AND GO NORTHEASTERLY ON THE TRAIL
 HW3474'FOR ABOUT 0.5 MILE.  AT THIS POINT THE TRAIL GOES
 HW3474'DOWNHILL, TURN RIGHT OFF THE TRAIL AND GO
 HW3474'SOUTHWESTERLY FOR ABOUT 150 FEET TO THE HIGHEST
 HW3474'POINT OF THE HILL, A SMALL OAK TREE WITH A TRIANGULAR BLAZE
 HW3474'AND THE STATION.
 HW3474'
 HW3474'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3049 ***********************************************************************
 HX3049  DESIGNATION -  DONLEY
 HX3049  PID         -  HX3049
 HX3049  STATE/COUNTY-  WV/KANAWHA
 HX3049  USGS QUAD   -  CHARLESTON EAST (1976)
 HX3049
 HX3049                         *CURRENT SURVEY CONTROL
 HX3049  ___________________________________________________________________
 HX3049* NAD 83(1995)-  38 17 55.18471(N)    081 34 33.18704(W)     ADJUSTED  
 HX3049* NAVD 88     -       422.     (meters)    1385.     (feet)  SCALED    
 HX3049  ___________________________________________________________________
 HX3049  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 HX3049  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HX3049
 HX3049  HORZ ORDER  -  SECOND
 HX3049
 HX3049.The horizontal coordinates were established by classical geodetic methods
 HX3049.and adjusted by the National Geodetic Survey in April 1998..
 HX3049
 HX3049.The orthometric height was scaled from a topographic map.
 HX3049
 HX3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3049
 HX3049.The geoid height was determined by GEOID03.
 HX3049
 HX3049;                    North         East     Units Scale Factor Converg.
 HX3049;SPC WV S     -   144,293.441   549,628.372   MT  0.99992766   -0 21 21.6
 HX3049;UTM  17      - 4,239,109.923   449,644.356   MT  0.99963123   -0 21 24.9
 HX3049
 HX3049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3049!SPC WV S     -   0.99993897  x   0.99992766  =   0.99986663
 HX3049!UTM  17      -   0.99993897  x   0.99963123  =   0.99957022
 HX3049
 HX3049|---------------------------------------------------------------------|
 HX3049| PID    Reference Object                     Distance      Geod. Az  |
 HX3049|                                                           dddmmss.s |
 HX3049| DC3271 DONLEY RM 1                           7.913 METERS 02048     |
 HX3049| HX3052 REED                                APPROX. 2.2 KM 0411717.9 |
 HX3049| DC3272 DONLEY RM 2                           7.681 METERS 29241     |
 HX3049|---------------------------------------------------------------------|
 HX3049
 HX3049                          SUPERSEDED SURVEY CONTROL
 HX3049
 HX3049  NAD 83(1995)-  38 17 55.19297(N)    081 34 33.19221(W) AD(       ) 2
 HX3049  NAD 83(1986)-  38 17 55.19304(N)    081 34 33.19333(W) AD(       ) 2
 HX3049  NAD 27      -  38 17 54.83700(N)    081 34 33.75800(W) AD(       ) 2
 HX3049
 HX3049.Superseded values are not recommended for survey control.
 HX3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3049.See file dsdata.txt to determine how the superseded data were derived.
 HX3049
 HX3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4964439110(NAD 83)
 HX3049_MARKER: DS = TRIANGULATION STATION DISK
 HX3049_SETTING: 0 = UNSPECIFIED SETTING
 HX3049
 HX3049  HISTORY     - Date     Condition        Report By
 HX3049  HISTORY     - 1944     MONUMENTED       CGS
 HX3049
 HX3049                          STATION DESCRIPTION
 HX3049
 HX3049'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3049'STATION IS LOCATED
 HX3049'ON THE HIGHEST
 HX3049'POINT OF A TIMBERED RIDGE BETWEEN DONLEY BRANCH
 HX3049'AND THE KANAWHA RIVER, ABOUT
 HX3049'5-1/2 MILES SE OF CHARLESTON.  PROPERTY
 HX3049'IS OWNED BY MR. DICKERSON OF CHARLESTON.
 HX3049'STATIION IS SITUATED
 HX3049'IN A SMALL CLEARED AREA NEAR THE NW END OF THE RIDGE.
 HX3049'
 HX3049'STATION MARK IS A BRONZE STATION DISK SET IN AN IRON PIPE
 HX3049'WHICH PROJECTS
 HX3049'ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 HX3049'UNDERGROUND MARK IS A BRONZE DISK
 HX3049'SET IN CONCRETE.  THE DISK IS
 HX3049'STAMPED DONLEY 1944.
 HX3049'
 HX3049'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN AN IRON
 HX3049'PIPE WHICH
 HX3049'PROJECTS ABOUT 14 INCHES ABOVE THE GROUND.  IT IS
 HX3049'STAMPED DONLEY NO 1 1944.
 HX3049'
 HX3049'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN AN IRON
 HX3049'PIPE, NEAR THE NE
 HX3049'SLOPE OF THE RIDGE, AND PROJECTS ABOUT 14 INCHES
 HX3049'ABOVE THE SURFACE OF THE GROUND.  IT
 HX3049'IS STAMPED DONLEY NO 2 1944.
 HX3049'
 HX3049'STATION REED WAS USED FOR THE AZIMUTH MARK.  IT IS LOCATED
 HX3049'3 MILES E OF THE
 HX3049'JUNCTION OF U.S. HIGHWAYS 119 AND 60, AT A CROSS
 HX3049'ROAD, ON THE N SIDE OF U.S. HIGHWAY 60.
 HX3049'
 HX3049'TO REACH THE STATION FROM THE SE JCT. OF U.S. HIGHWAYS 119
 HX3049'AND 60 AND 21 AT
 HX3049'CHARLESTON, GO S (ACROSS THE KANAWHA RIVER
 HX3049'BRIDGE) ON U.S. HIGHWAY 119 FOR 1.9
 HX3049'MILES TO FIFTIETH STREET IN
 HX3049'KANAWHA CITY.  TURN RIGHT FOR 0.2 MILE, THEN LEFT AT A
 HX3049'T-INTERSECTION
 HX3049'JUST AFTER CROSSING RAILROAD TRACKS AND GO 0.15 MILE TO
 HX3049'A T-ROAD RIGHT.
 HX3049'TURN RIGHT AND FOLLOW THE MAIN-TRAVELED ROAD
 HX3049'FOR 1.15 MILES TO A FORKS, TAKE THE
 HX3049'RIGHT FORK FOR 0.45 MILE TO
 HX3049'THE TOP OF THE RIDGE AND A T-INTERSECTION.  TURN SHARP
 HX3049'LEFT AND
 HX3049'PROCEED 0.25 MILE TO CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR
 HX3049'0.15 MILE TO A
 HX3049'TRACK ROAD LEFT, TURN LEFT ON THE TRACK ROAD AND
 HX3049'FOLLOW ALONG THE RIDGE FOR 0.15
 HX3049'MILE, THEN TAKE THE LEFT FORK
 HX3049'UPGRADE FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.
 HX3049'PACK SE FOR
 HX3049'ABOUT 50 YARDS TO A CLEARED RIGHT-OF-WAY, TURN RIGHT AND FOLLOW
 HX3049'THE RIGHT-OF-WAY
 HX3049'FOR ABOUT 30 YARDS DOWN A STEEP HILL TO A FOOT
 HX3049'TRAIL LEADING LEFT.  TURN LEFT AND
 HX3049'FOLLOW THE FOOT TRAIL FOR 1.0
 HX3049'MILE TO A TRAIL FORKS AT A BLAZE ON A DEAD OAK TREE.
 HX3049'TURN SHARP
 HX3049'LEFT ON A FOOT TRAIL AND GO ABOUT 100 YARDS TO A BLAZED TRAIL
 HX3049'LEFT.  FOLLOW THIS
 HX3049'BLAZED TRAIL UP A STEEP SLOPE FOR ABOUT 150
 HX3049'YARDS TO THE TOP OF THE RIDGE AND THE STATION.
 HX3049'
 HX3049'AN 18-FOOT POLE TOWER MADE OF NATIVE TIMBER WAS USED BY
 HX3049'THIS PARTY.
 HX3049'
 HX3049'HEIGHT OF LIGHT ABOVE STATION MARK - 8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1355 ***********************************************************************
 JW1355  DESIGNATION -  DORSEY
 JW1355  PID         -  JW1355
 JW1355  STATE/COUNTY-  WV/MONONGALIA
 JW1355  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1355
 JW1355                         *CURRENT SURVEY CONTROL
 JW1355  ___________________________________________________________________
 JW1355* NAD 83(1995)-  39 35 52.39635(N)    079 57 32.72600(W)     ADJUSTED  
 JW1355* NAVD 88     -       437.9    (meters)    1437.     (feet)  VERTCON   
 JW1355  ___________________________________________________________________
 JW1355  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 JW1355  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JW1355
 JW1355  HORZ ORDER  -  FIRST
 JW1355
 JW1355.The horizontal coordinates were established by classical geodetic methods
 JW1355.and adjusted by the National Geodetic Survey in April 1998..
 JW1355
 JW1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1355
 JW1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1355
 JW1355.The geoid height was determined by GEOID03.
 JW1355
 JW1355;                    North         East     Units Scale Factor Converg.
 JW1355;SPC WV N     -   121,985.091   560,570.004   MT  0.99994086   -0 17 34.1
 JW1355;UTM  17      - 4,383,645.740   589,371.631   MT  0.99969834   +0 39 48.7
 JW1355
 JW1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1355!SPC WV N     -   0.99993640  x   0.99994086  =   0.99987727
 JW1355!UTM  17      -   0.99993640  x   0.99969834  =   0.99963476
 JW1355
 JW1355:                Primary Azimuth Mark                     Grid Az
 JW1355:SPC WV N     -  APT BCN MORGANTOWN APT                   032 28 01.7
 JW1355:UTM  17      -  APT BCN MORGANTOWN APT                   031 30 38.9
 JW1355
 JW1355|---------------------------------------------------------------------|
 JW1355| PID    Reference Object                     Distance      Geod. Az  |
 JW1355|                                                           dddmmss.s |
 JW1355| JW1358 APT BCN MORGANTOWN APT              APPROX. 6.1 KM 0321027.6 |
 JW1355| JW1348 MORGANTOWN WWVU TV MAST             APPROX.20.1 KM 0571005.5 |
 JW1355| JW1353 RIDGEDALE ATT MICROWAVE             APPROX. 9.7 KM 1530403.7 |
 JW1355| CW9719 DORSEY RM 1                           4.121 METERS 17224     |
 JW1355| CW9718 DORSEY AZ MK                                       1725859.3 |
 JW1355| CW9720 DORSEY RM 2                           5.511 METERS 24039     |
 JW1355| JW1359 MORGANTOWN WVU TANK                 APPROX. 5.3 KM 3522453.0 |
 JW1355|---------------------------------------------------------------------|
 JW1355
 JW1355                          SUPERSEDED SURVEY CONTROL
 JW1355
 JW1355  NAD 83(1986)-  39 35 52.40202(N)    079 57 32.73349(W) AD(       ) 1
 JW1355  NAD 27      -  39 35 52.10548(N)    079 57 33.50044(W) AD(       ) 1
 JW1355  NGVD 29 (07/19/86)  438.0    (m)         1437.     (f) VERT ANG       
 JW1355
 JW1355.Superseded values are not recommended for survey control.
 JW1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1355.See file dsdata.txt to determine how the superseded data were derived.
 JW1355
 JW1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8937283646(NAD 83)
 JW1355_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JW1355_SETTING: 80 = SET IN A BOULDER
 JW1355_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1355_MARK LOGO: NGS   
 JW1355_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JW1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1355
 JW1355  HISTORY     - Date     Condition        Report By
 JW1355  HISTORY     - 1975     MONUMENTED       NGS
 JW1355  HISTORY     - 1975     GOOD             NGS
 JW1355  HISTORY     - 19890125 SEE DESCRIPTION  HARTMN
 JW1355
 JW1355                          STATION DESCRIPTION
 JW1355
 JW1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1355'THE STATION IS ABOUT 2.25 MILES SOUTH OF DOWNTOWN MORGANTOWN
 JW1355'AND ATOP A PROMINENT HILL LOCALLY KNOWN AS DORSEY KNOB. IT IS
 JW1355'ON PROPERTY OWNED BY O.B. FAWLEY JR. WHO LIVES NEAR THE STATION
 JW1355'ON THE EAST SLOPE OF THE HILL. TELEPHONE NUMBER 292-2296.
 JW1355'
 JW1355'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 48 AND
 JW1355'119, ABOUT 2.5 MILES SOUTH OF MORGANTOWN, GO NORTHERLY ON U.S.
 JW1355'HIGHWAY 119 FOR 0.2 MILE TO A SERVICE ROAD LEFT . TO REACH THE
 JW1355'AZIMUTH MARK FROM THIS POINT TURN LEFT AND GO WESTERLY ON THE
 JW1355'SERVICE ROAD FOR 0.3 MILE TO THE TOP OF A HILL, A RAMADA INN
 JW1355'AND THE AZIMUTH MARK NEAR THE ENTRANCE AND AT THE NORTHERNMOST
 JW1355'COLUMN OF THE PORCH. TO REACH THE STATION FROM THE ENTRANCE TO
 JW1355'THE SERVICE ROAD, CONTINUE NORTHERLY ON U.S. HIGHWAY 119 FOR
 JW1355'0.3 MILE TO THE END OF THE FREEWAY, CONTINUE NORTH ON U.S.
 JW1355'119 FOR 0.4 MILE TO A SIDE ROAD RIGHT.TURN RIGHT AND GO NORTH
 JW1355'ON A GRAVEL DRIVE FOR 0.3 MILE TO MR. FAWLEYS HOUSE AND THE
 JW1355'END OF TRUCK TRAVEL. FROM THE HOUSE PACK SOUTHWESTERLY FOR
 JW1355'ABOUT 15 MINUTES TO THE TOP OF THE HILL AND THE STATION.
 JW1355'
 JW1355'STATION MARK IS A STANDARD DISK, STAMPED---DORSEY 1975---,
 JW1355'CEMENTED IN A DRILL HOLE IN A 12 BY 8 BY 5 FOOT BOULDER.
 JW1355'
 JW1355'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---DORSEY NO 1 1975---,
 JW1355'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS ABOUT
 JW1355'1 FOOT LOWER THAN THE STATION.
 JW1355'
 JW1355'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---DORSEY NO 2 1975---,
 JW1355'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK. IT IS ABOUT
 JW1355'4 FEET LOWER THAN THE STATION.
 JW1355'
 JW1355'AZIMUTH MARK IS A STANDARD DISK, STAMPED---DORSEY AZ 1975---,
 JW1355'CEMENTED IN A DRILL HOLE IN THE CONCRETE APRON NEAR THE
 JW1355'ENTRANCE TO THE INN. IT IS 1.7 FEET EAST OF THE WEST EDGE OF A
 JW1355'SIDEWALK, 1.9 FEET WEST OF THE NORTHERN MOST COLUMN AND 8.3
 JW1355'FEET SOUTH OF THE NORTH EDGE OF A CURB.
 JW1355'
 JW1355'THERE ARE NO PROMINENT FEATURES TO MEASURE FROM THE REFERENCE
 JW1355'MARKS OR THE STATION.
 JW1355'HEIGHT OF LIGHT ABOVE THE STATION MARK, 1.5 METERS.
 JW1355
 JW1355                          STATION RECOVERY (1975)
 JW1355
 JW1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JW1355'RECOVERED IN GOOD CONDITION.
 JW1355
 JW1355                          STATION RECOVERY (1989)
 JW1355
 JW1355'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1355'NO SEARCH MADE.  PERMISSION TO VISIT STATION DENIED BY OWNER/OCCUPANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3146 ***********************************************************************
 HX3146  DESIGNATION -  DOUGLASS
 HX3146  PID         -  HX3146
 HX3146  STATE/COUNTY-  WV/MASON
 HX3146  USGS QUAD   -  ROBERTSBURG (1987)
 HX3146
 HX3146                         *CURRENT SURVEY CONTROL
 HX3146  ___________________________________________________________________
 HX3146* NAD 83(1995)-  38 41 44.02485(N)    081 56 46.82310(W)     ADJUSTED  
 HX3146* NAVD 88     -       260.1    (meters)     853.     (feet)  VERTCON   
 HX3146  ___________________________________________________________________
 HX3146  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 HX3146  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HX3146
 HX3146  HORZ ORDER  -  FIRST
 HX3146
 HX3146.The horizontal coordinates were established by classical geodetic methods
 HX3146.and adjusted by the National Geodetic Survey in April 1998..
 HX3146
 HX3146.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3146
 HX3146.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3146
 HX3146.The geoid height was determined by GEOID03.
 HX3146
 HX3146;                    North         East     Units Scale Factor Converg.
 HX3146;SPC WV S     -   188,612.954   517,676.134   MT  0.99996539   -0 35 06.1
 HX3146;UTM  17      - 4,283,418.620   417,703.959   MT  0.99968340   -0 35 30.0
 HX3146
 HX3146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3146!SPC WV S     -   0.99996447  x   0.99996539  =   0.99992986
 HX3146!UTM  17      -   0.99996447  x   0.99968340  =   0.99964788
 HX3146
 HX3146|---------------------------------------------------------------------|
 HX3146| PID    Reference Object                     Distance      Geod. Az  |
 HX3146|                                                           dddmmss.s |
 HX3146| DC3273 DOUGLASS RM 1                        14.045 METERS 00808     |
 HX3146| DC3274 DOUGLASS RM 2                        17.334 METERS 09210     |
 HX3146| HX3145 CUSTER                              APPROX.12.1 KM 1930700.8 |
 HX3146|---------------------------------------------------------------------|
 HX3146
 HX3146                          SUPERSEDED SURVEY CONTROL
 HX3146
 HX3146  NAD 83(1995)-  38 41 44.02973(N)    081 56 46.83061(W) AD(       ) 1
 HX3146  NAD 83(1986)-  38 41 44.03189(N)    081 56 46.83126(W) AD(       ) 1
 HX3146  NAD 27      -  38 41 43.72692(N)    081 56 47.33510(W) AD(       ) 1
 HX3146  NGVD 29 (07/19/86)  260.3    (m)          854.     (f) VERT ANG       
 HX3146
 HX3146.Superseded values are not recommended for survey control.
 HX3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3146.See file dsdata.txt to determine how the superseded data were derived.
 HX3146
 HX3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC1770483419(NAD 83)
 HX3146_MARKER: DD = SURVEY DISK
 HX3146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3146_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HX3146
 HX3146  HISTORY     - Date     Condition        Report By
 HX3146  HISTORY     - 1976     MONUMENTED       NGS
 HX3146
 HX3146                          STATION DESCRIPTION
 HX3146
 HX3146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3146'THE STATION IS ABOUT 4 MILES SOUTH OF LEON, 2-1/2 MILES
 HX3146'NORTH OF ROBERTSBURG, 1/4 MILE EAST OF STATE HIGHWAY 62
 HX3146'AND ON PROPERTY OF MR. GUS R. DOUGLASS, LEON, WEST VIRGINIA,
 HX3146'TELEPHONE NUMBER 304-458-1721, WHO LIVES 1/2 MILE SOUTH OF
 HX3146'THE STATION.
 HX3146'
 HX3146'TO REACH THE STATION FROM THE POST OFFICE IN LEON, GO SOUTH
 HX3146'ON STATE HIGHWAY 62 FOR 2.75 MILES TO A SIDE ROAD LEFT.
 HX3146'CONTINUE SOUTH ON HIGHWAY 62 FOR 1.5 MILES TO A CROSSROADS.
 HX3146'TURN LEFT, PASSING THROUGH A GATE, GO EAST FOR 0.1 MILE TO A
 HX3146'FORK AND A HOUSE ON THE LEFT.  KEEP RIGHT FORK UP HILL ON
 HX3146'A TRACK ROAD FOR 0.15 MILE TO A T-ROAD.  TURN LEFT, PASS
 HX3146'THROUGH A GATE AND GO NORTH AND NORTHWEST ALONG TOP OF RIDGE
 HX3146'FOR 0.3 MILE TO HIGHEST PART OF HILL AND STATION.
 HX3146'
 HX3146'STATION MARKS ARE STANDARD DISKS STAMPED---DOUGLASS 1976---.
 HX3146'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HX3146'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 HX3146'19 FEET NORTHWEST OF A TRIPLE-TRUNKED CEDAR TREE.
 HX3146'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HX3146'36 INCHES BELOW THE GROUND SURFACE.
 HX3146'
 HX3146'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---DOUGLASS NO 1
 HX3146'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HX3146'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 HX3146'63.4 FEET NORTH OF THE TREE.  ABOUT 8 FEET LOWER THAN
 HX3146'STATION.
 HX3146'
 HX3146'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---DOUGLASS NO 2
 HX3146'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HX3146'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 53 FEET
 HX3146'NORTHEAST OF THE TREE.  ABOUT 7 FEET LOWER THAN STATION.
 HX3146'
 HX3146'HEIGHT OF LIGHT ABOVE THE MARK IS 18.3 METERS.
 HX3146'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2009 ***********************************************************************
 JX2009  DESIGNATION -  DRY RUN
 JX2009  PID         -  JX2009
 JX2009  STATE/COUNTY-  WV/WETZEL
 JX2009  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2009
 JX2009                         *CURRENT SURVEY CONTROL
 JX2009  ___________________________________________________________________
 JX2009* NAD 83(1995)-  39 43 13.41191(N)    080 49 21.96290(W)     ADJUSTED  
 JX2009* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 JX2009  ___________________________________________________________________
 JX2009  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 JX2009  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JX2009
 JX2009  HORZ ORDER  -  THIRD
 JX2009
 JX2009.The horizontal coordinates were established by classical geodetic methods
 JX2009.and adjusted by the National Geodetic Survey in April 1998..
 JX2009
 JX2009.The orthometric height was scaled from a topographic map.
 JX2009
 JX2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2009
 JX2009.The geoid height was determined by GEOID03.
 JX2009
 JX2009;                    North         East     Units Scale Factor Converg.
 JX2009;SPC WV N     -   136,319.866   486,595.082   MT  0.99994209   -0 50 37.1
 JX2009;SPC OH S     -   192,323.877   743,792.800   MT  0.99995306   +1 03 51.3
 JX2009;UTM  17      - 4,396,739.251   515,190.044   MT  0.99960284   +0 06 47.7
 JX2009
 JX2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2009!SPC WV N     -   0.99997423  x   0.99994209  =   0.99991632
 JX2009!SPC OH S     -   0.99997423  x   0.99995306  =   0.99992729
 JX2009!UTM  17      -   0.99997423  x   0.99960284  =   0.99957708
 JX2009
 JX2009|---------------------------------------------------------------------|
 JX2009| PID    Reference Object                     Distance      Geod. Az  |
 JX2009|                                                           dddmmss.s |
 JX2009| CW9725 DRY RUN RM 1                         11.921 METERS 07134     |
 JX2009| JX2018 BUCK HILL BOT ORMET ALUM STK        APPROX. 2.2 KM 2211900.2 |
 JX2009| JX2006 BUTLER                              APPROX. 5.3 KM 2323203.3 |
 JX2009| JX1686 DRY RUN RM 2                         23.270 METERS 30553     |
 JX2009| JX2020 WELLS BOTTOM MOBAY CHEM CO TK       APPROX. 1.0 KM 3271417.7 |
 JX2009|---------------------------------------------------------------------|
 JX2009
 JX2009                          SUPERSEDED SURVEY CONTROL
 JX2009
 JX2009  NAD 83(1986)-  39 43 13.41888(N)    080 49 21.97044(W) AD(       ) 3
 JX2009  NAD 27      -  39 43 13.15030(N)    080 49 22.61830(W) AD(       ) 3
 JX2009
 JX2009.Superseded values are not recommended for survey control.
 JX2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2009.See file dsdata.txt to determine how the superseded data were derived.
 JX2009
 JX2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1519096739(NAD 83)
 JX2009_MARKER: DS = TRIANGULATION STATION DISK
 JX2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2009_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2009
 JX2009  HISTORY     - Date     Condition        Report By
 JX2009  HISTORY     - 1963     MONUMENTED       CGS
 JX2009
 JX2009                          STATION DESCRIPTION
 JX2009
 JX2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2009'NO MEASUREMENT BETWEEN RMS, HOUSE ON LINE.
 JX2009'
 JX2009'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF NEW MARTINSVILLE, ABOUT
 JX2009'1/2 MILE NORTH OF THE POST
 JX2009'OFFICE IN SMALL SETTLEMENT OF PROCTOR AND ABOUT 1/4 MILE EAST OF
 JX2009'THE EAST BANK OF THE OHIO IVER.  IT
 JX2009'IS 63 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 JX2009'2, 17 FEET NORTHWEST OF A GRAVELED ROAD AND 16 FEET
 JX2009'SOUTH OF THE SOUTHWEST CORNER
 JX2009'OF A HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DRY RUN
 JX2009'1963.
 JX2009'
 JX2009'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER THE OHIO
 JX2009'RIVER IN NEW MARTINSVILLE,
 JX2009'GO NORTH ON STATE HIGHWAY 2 FOR 4.45 MILES TO A SIDE ROAD RIGHT.
 JX2009'STATE HIGHWAY 89.  CONTINUE NORTH
 JX2009'ON HIGHWAY 2 FOR 0.75 MILE TO THE STATION ON RIGHT.
 JX2009'
 JX2009'REFERENCE MARK 1 IS 20 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JX2009'HOUSE, 15 FEET NORTHWEST OF
 JX2009'THE CENTERLINE OF A GRAVELED ROAD, 102 FEET EAST OF THE CENTERLINE
 JX2009'OF STATE HIGHWAY 2 AND 61 FEET WEST
 JX2009'OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT
 JX2009'IS FLUSH AND THE DISK IS STAMPED DRY RUN NO 1 1963.
 JX2009'
 JX2009'REFERENCE MARK 2 IS 24 FEET EAST OF THE CENTERLINE OF HIGHWAY 2, 50
 JX2009'FEET NORTHWEST OF THE NORTHWEST
 JX2009'CORNER OF THE HOUSE AND 8 FEET SOUTHWEST OF AN 18 INCH PINE
 JX2009'TREE.  THE DISK IS CEMENTED IN A
 JX2009'DRILLED HOLE IN THE BASE OF MASON-DIXON LINE HISTORICAL
 JX2009'MARKER.  THE BASE PROJECTS ABOUT 14 INCHES.  THE
 JX2009'DISK IS SET FLUSH AND IS STAMPED
 JX2009'DRY RUN NO 2 1963.
 JX2009'
 JX2009'STATION BUTLER WAS USED AS AN AZIMUTH POINT.
 JX2009'
 JX2009'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1686 ***********************************************************************
 JX1686  DESIGNATION -  DRY RUN RM 2
 JX1686  PID         -  JX1686
 JX1686  STATE/COUNTY-  WV/WETZEL
 JX1686  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX1686
 JX1686                         *CURRENT SURVEY CONTROL
 JX1686  ___________________________________________________________________
 JX1686* NAD 83(1986)-  39 43 14.     (N)    080 49 21.     (W)     SCALED    
 JX1686* NAVD 88     -       195.354  (meters)     640.92   (feet)  ADJUSTED  
 JX1686  ___________________________________________________________________
 JX1686  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JX1686  DYNAMIC HT  -         195.245 (meters)     640.57  (feet)  COMP
 JX1686  MODELED GRAV-     980,060.6   (mgal)                       NAVD 88
 JX1686
 JX1686  VERT ORDER  -  FIRST     CLASS II
 JX1686
 JX1686.The horizontal coordinates were scaled from a topographic map and have
 JX1686.an estimated accuracy of +/- 6 seconds.
 JX1686
 JX1686.The orthometric height was determined by differential leveling
 JX1686.and adjusted by the National Geodetic Survey in June 1991..
 JX1686
 JX1686.The geoid height was determined by GEOID03.
 JX1686
 JX1686.The dynamic height is computed by dividing the NAVD 88
 JX1686.geopotential number by the normal gravity value computed on the
 JX1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1686.degrees latitude (g = 980.6199 gals.).
 JX1686
 JX1686.The modeled gravity was interpolated from observed gravity values.
 JX1686
 JX1686;                    North         East    Units  Estimated Accuracy
 JX1686;SPC WV N     -   136,340.      486,620.      MT  (+/- 180 meters Scaled)
 JX1686
 JX1686                          SUPERSEDED SURVEY CONTROL
 JX1686
 JX1686.No superseded survey control is available for this station.
 JX1686
 JX1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND152967(NAD 83)
 JX1686_MARKER: DR = REFERENCE MARK DISK
 JX1686_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JX1686_SP_SET: BASE OF HISTORICAL MARKER
 JX1686_STAMPING: DRY RUN NO 2 1963
 JX1686_MARK LOGO: CGS   
 JX1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1686+STABILITY: SURFACE MOTION
 JX1686
 JX1686  HISTORY     - Date     Condition        Report By
 JX1686  HISTORY     - 1963     MONUMENTED       CGS
 JX1686  HISTORY     - 1983     GOOD             NGS
 JX1686
 JX1686                          STATION DESCRIPTION
 JX1686
 JX1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1686'1.4 KM (0.9 MI) NORTH FROM PROCTOR.
 JX1686'1.4 KM (0.9 MI) NORTH ALONG STATE HIGHWAY 2 FROM THE POST OFFICE IN
 JX1686'PROCTOR TO THE MARK ON THE RIGHT, IN THE BASE OF A MASON-DIXON LINE
 JX1686'HISTORICAL MARKER, 7.32 METERS (24.0 FT) EAST OF THE CENTERLINE OF THE
 JX1686'HIGHWAY, 15.24 METERS (50.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 JX1686'HOUSE, 2.44 METERS (8.0 FT) SOUTHWEST OF A 22-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2259 ***********************************************************************
 HY2259  DESIGNATION -  DUDLEY
 HY2259  PID         -  HY2259
 HY2259  STATE/COUNTY-  WV/CABELL
 HY2259  USGS QUAD   -  MILTON (1989)
 HY2259
 HY2259                         *CURRENT SURVEY CONTROL
 HY2259  ___________________________________________________________________
 HY2259* NAD 83(1995)-  38 28 27.17584(N)    082 11 08.83069(W)     ADJUSTED  
 HY2259* NAVD 88     -       310.0    (meters)    1017.     (feet)  VERTCON   
 HY2259  ___________________________________________________________________
 HY2259  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 HY2259  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY2259
 HY2259  HORZ ORDER  -  THIRD
 HY2259
 HY2259.The horizontal coordinates were established by classical geodetic methods
 HY2259.and adjusted by the National Geodetic Survey in April 1998..
 HY2259
 HY2259.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2259
 HY2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2259
 HY2259.The geoid height was determined by GEOID03.
 HY2259
 HY2259;                    North         East     Units Scale Factor Converg.
 HY2259;SPC WV S     -   164,284.581   496,532.910   MT  0.99993843   -0 43 59.0
 HY2259;UTM  17      - 4,259,098.334   396,563.420   MT  0.99973176   -0 44 16.1
 HY2259
 HY2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2259!SPC WV S     -   0.99995658  x   0.99993843  =   0.99989502
 HY2259!UTM  17      -   0.99995658  x   0.99973176  =   0.99968835
 HY2259
 HY2259|---------------------------------------------------------------------|
 HY2259| PID    Reference Object                     Distance      Geod. Az  |
 HY2259|                                                           dddmmss.s |
 HY2259| DB9224 DUDLEY RM 1                          13.634 METERS 01354     |
 HY2259| DB9223 DUDLEY AZ MK                                       0174710.8 |
 HY2259| DB9225 DUDLEY RM 2                          15.552 METERS 25527     |
 HY2259| HY2273 BARBOURSVILLE ATT MICROWAVE         APPROX. 6.1 KM 2731931.6 |
 HY2259| HY2216 BARKERS RIDGE TV STA WSAZ MAST      APPROX. 4.9 KM 3234103.4 |
 HY2259| HY2217 BARKERS RIDGE TV STA WHTN MAST      APPROX. 4.1 KM 3295520.5 |
 HY2259|---------------------------------------------------------------------|
 HY2259
 HY2259                          SUPERSEDED SURVEY CONTROL
 HY2259
 HY2259  NAD 83(1995)-  38 28 27.17793(N)    082 11 08.83294(W) AD(       ) 3
 HY2259  NAD 83(1986)-  38 28 27.18231(N)    082 11 08.83468(W) AD(       ) 3
 HY2259  NAD 27      -  38 28 26.87590(N)    082 11 09.32370(W) AD(       ) 3
 HY2259  NGVD 29 (07/19/86)  310.2    (m)         1018.     (f) VERT ANG       
 HY2259
 HY2259.Superseded values are not recommended for survey control.
 HY2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2259.See file dsdata.txt to determine how the superseded data were derived.
 HY2259
 HY2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9656359098(NAD 83)
 HY2259_MARKER: DS = TRIANGULATION STATION DISK
 HY2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2259_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2259
 HY2259  HISTORY     - Date     Condition        Report By
 HY2259  HISTORY     - 1957     MONUMENTED       CGS
 HY2259
 HY2259                          STATION DESCRIPTION
 HY2259
 HY2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2259'STATION IS APPROXIMATELY 7 MILES NORTHEAST OF BARBOURSVILLE, 4 MILES
 HY2259'NORTHWEST OF MILTON, 3 MILES SOUTHWEST OF DUDLEY GAP AND ON LAND
 HY2259'OWNED BY MR. HAYES BLAKE.
 HY2259'
 HY2259'TO REACH FROM THE POST OFFICE IN MILTON, TURN LEFT AND GO NORTH FOR
 HY2259'0.15 MILE TO MASON STREET, TURN RIGHT FOR 0.05 MILE TO GLENWOOD
 HY2259'AVENUE, TURN LEFT ON GLENWOOD AVENUE AND GO 3.6 MILES TO A FORK, TAKE
 HY2259'THE RIGHT FORK AND CONTINUE ON THE BLACKTOP ROAD FOR 1.7 MILES TO A
 HY2259'CROSSROAD, TURN LEFT AND GO 2.5 MILES ON BLACKTOP ROAD TO A SIDE
 HY2259'ROAD ON THE LEFT, (WHITE HOUSE ON RIGHT WITH A RED ROOF) TURN LEFT
 HY2259'ON GRAVEL ROAD AND GO 0.8 MILE TO A FORK AND A SMALL HOUSE IN THE
 HY2259'SOUTHWEST ANGLE OF ROAD, TAKE THE RIGHT FORK AND GO 1.25 MILE TO THE
 HY2259'AZIMUTH MARK ON THE RIGHT.  CONTINUE ON GRAVEL ROAD FOR 0.35 MILE TO
 HY2259'AN ABANDONED HOUSE ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON GRAVEL
 HY2259'ROAD FOR 0.3 MILE TO A TRIANGLE BLAZE ON A PINE TREE AND A TRACK ROAD
 HY2259'ON THE LEFT, AND THE END OF TRUCK TRAVEL.  TURN LEFT AND PACK
 HY2259'EASTERLY FOR APPROXIMATELY 50 YARDS TO A FENCE CORNER AND THE STATION
 HY2259'ON THE HIGHEST POINT.
 HY2259'
 HY2259'STATION MARKS ARE STANDARD DISKS STAMPED DUDLEY 1957.  THE SURFACE
 HY2259'DISK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 HY2259'13 FEET WEST SOUTHWEST OF A 12 INCH PINE TREE WITH A TRIANGLE BLAZE
 HY2259'ON THE WEST SIDE AND 9.5 FEET NORTH OF A 18 INCH TREE WITH A TRIANGLE
 HY2259'BLAZE ON THE NORTHWEST SIDE WHICH IS USED FOR A FENCE CORNER.  A
 HY2259'STANDARD WITNESS POST WAS SET 2 FEET SOUTHEAST OF THE MARK.  THE
 HY2259'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES
 HY2259'BELOW THE SURFACE OF THE GROUND.
 HY2259'
 HY2259'REFERENCE MARK NO.1, A STANDARD DISK STAMPED DUDLEY NO 1 1957, IS SET
 HY2259'IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 HY2259'APPROXIMATELY 4 FEET LOWER IN ELEVATION THAN THE STATION.
 HY2259'
 HY2259'REFERENCE MARK NO.2, A STANDARD DISK STAMPED DUDLEY NO 2 1957, IS SET
 HY2259'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 9 FEET
 HY2259'SOUTH OF THE CENTER OF A TRACK ROAD AND APPROXIMATELY 6 FEET LOWER IN
 HY2259'ELEVATION THAN THE STATION.
 HY2259'
 HY2259'AZIMUTH MARK, A STANDARD DISK STAMPED DUDLEY 1957, IS SET IN A ROUND
 HY2259'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 0.05 MILE NORTH OF A
 HY2259'HOUSE ON THE EAST SIDE OF ROAD AND 11.5 FEET WEST NORTHWEST OF THE
 HY2259'CENTER OF A GRAVEL ROAD.  A STANDARD WITNESS POST WAS SET 2 FEET EAST
 HY2259'OF THE MARK.
 HY2259'
 HY2259'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2926 ***********************************************************************
 HX2926  DESIGNATION -  DUMPLING
 HX2926  PID         -  HX2926
 HX2926  STATE/COUNTY-  WV/GILMER
 HX2926  USGS QUAD   -  GILMER (1976)
 HX2926
 HX2926                         *CURRENT SURVEY CONTROL
 HX2926  ___________________________________________________________________
 HX2926* NAD 83(1995)-  38 53 33.30233(N)    080 38 02.26092(W)     ADJUSTED  
 HX2926* NAVD 88     -       451.0    (meters)    1480.     (feet)  VERTCON   
 HX2926  ___________________________________________________________________
 HX2926  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 HX2926  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HX2926
 HX2926  HORZ ORDER  -  THIRD
 HX2926
 HX2926.The horizontal coordinates were established by classical geodetic methods
 HX2926.and adjusted by the National Geodetic Survey in April 1998..
 HX2926
 HX2926.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2926
 HX2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2926
 HX2926.The geoid height was determined by GEOID03.
 HX2926
 HX2926;                    North         East     Units Scale Factor Converg.
 HX2926;SPC WV S     -   210,126.660   631,756.478   MT  1.00000198   +0 13 34.6
 HX2926;UTM  17      - 4,304,920.287   531,743.842   MT  0.99961241   +0 13 47.4
 HX2926
 HX2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2926!SPC WV S     -   0.99993433  x   1.00000198  =   0.99993631
 HX2926!UTM  17      -   0.99993433  x   0.99961241  =   0.99954677
 HX2926
 HX2926:                Primary Azimuth Mark                     Grid Az
 HX2926:SPC WV S     -  DUMPLING AZ MK                           162 17 25.3
 HX2926:UTM  17      -  DUMPLING AZ MK                           162 17 12.5
 HX2926
 HX2926|---------------------------------------------------------------------|
 HX2926| PID    Reference Object                     Distance      Geod. Az  |
 HX2926|                                                           dddmmss.s |
 HX2926| DC3284 DUMPLING AZ MK                                     1623059.9 |
 HX2926| HX2927 AIRWAY BEACON 22                    APPROX.21.4 KM 1653052.3 |
 HX2926| DC3286 DUMPLING RM 2                        15.521 METERS 19748     |
 HX2926| DC3285 DUMPLING RM 1                        19.184 METERS 35959     |
 HX2926|---------------------------------------------------------------------|
 HX2926
 HX2926                          SUPERSEDED SURVEY CONTROL
 HX2926
 HX2926  NAD 83(1986)-  38 53 33.30783(N)    080 38 02.27092(W) AD(       ) 3
 HX2926  NAD 27      -  38 53 32.96790(N)    080 38 02.93100(W) AD(       ) 3
 HX2926  NGVD 29 (07/19/86)  451.2    (m)         1480.     (f) VERT ANG       
 HX2926
 HX2926.Superseded values are not recommended for survey control.
 HX2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2926.See file dsdata.txt to determine how the superseded data were derived.
 HX2926
 HX2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND3174404920(NAD 83)
 HX2926_MARKER: DS = TRIANGULATION STATION DISK
 HX2926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2926
 HX2926  HISTORY     - Date     Condition        Report By
 HX2926  HISTORY     - 1956     MONUMENTED       CGS
 HX2926
 HX2926                          STATION DESCRIPTION
 HX2926
 HX2926'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2926'STATION IS LOCATED ABOUT 11-1/2 MILES EAST SOUTHEAST OF GLENVILLE, 8
 HX2926'MILES WEST SOUTHWEST OF ROANOKE AND 2
 HX2926'1/4 MILES NORTH NORTHEAST OF BURNSVILLE ON A WOODED HILL AND ON THE
 HX2926'APPROXIMATE GILMER-BRAXTON COUNTY LINE.
 HX2926'STATION IS 12 FEET NORTH OF A SMALL TREE WITH TRIANGLE
 HX2926'BLAZE AND 7 FEET WEST OF WITNESS POST.  THE
 HX2926'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 HX2926'STAMPED DUMPLING 1956.
 HX2926'
 HX2926'REFERENCE MARK NO. 1 IS 3 FEET NORTHEAST OF A TWIN TREE.  THE MARK
 HX2926'PROJECTS ABOUT 8 INCHES AND THE
 HX2926'DISK IS STAMPED DUMPLING NO 1 1956.
 HX2926'
 HX2926'REFERENCE MARK NO. 2 PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 HX2926'DUMPLING NO 2 1956.
 HX2926'
 HX2926'AZIMUTH MARK IS 15 FEET EAST OF THE APPROXIMATE CENTER OF GRAVEL ROAD
 HX2926'AND 7 FEET WEST OF WITNESS POST.
 HX2926'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DUMPLING
 HX2926'1956.
 HX2926'
 HX2926'TO REACH FROM THE TRAFFIC SIGNAL IN THE CENTER OF BURNSVILLE GO NORTH
 HX2926'ON STATE ROUTE 5 FOR 0.5 MILE TO
 HX2926'A SIDE ROAD RIGHT JUST AFTER CROSSING A CONCRETE BRIDGE.  TURN RIGHT
 HX2926'AND GO 0.2 MILE ON BLACKTOP ROAD TO
 HX2926'A GRAVEL ROAD LEFT.  TURN LEFT ACROSS RAILROAD TRACKS
 HX2926'AND FOLLOW MAIN DIRT ROAD FOR 2.05 MILES TO THE
 HX2926'AZIMUTH MARK ON RIGHT AS DESCRIBED.
 HX2926'CONTINUE FOR 0.55 MILE TO OLD BARN ON LEFT.  CONTINUE AROUND BARN
 HX2926'ON MAIN ROAD FOR 0.55 MILE TO SUMMIT
 HX2926'OF RIDGE AND TRIANGLE BLAZE ON OAK TREE ON LEFT.  TURN SHARP LEFT ON
 HX2926'WOODS ROAD FOR 0.1 MILE TO THE
 HX2926'HIGHEST POINT ON LEFT AND STATION AS DESCRIBED.  IN DRY
 HX2926'WEATHER ANY TYPE VEHICLE CAN BE DRIVEN TO
 HX2926'STATION.
 HX2926'
 HX2926'THE AZIMUTH MARK IS NOT V.G.
 HX2926'
 HX2926'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3070 ***********************************************************************
 HX3070  DESIGNATION -  DUNBAR
 HX3070  PID         -  HX3070
 HX3070  STATE/COUNTY-  WV/KANAWHA
 HX3070  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3070
 HX3070                         *CURRENT SURVEY CONTROL
 HX3070  ___________________________________________________________________
 HX3070* NAD 83(1995)-  38 21 36.47042(N)    081 44 06.32587(W)     ADJUSTED  
 HX3070* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 HX3070  ___________________________________________________________________
 HX3070  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 HX3070  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HX3070
 HX3070  HORZ ORDER  -  SECOND
 HX3070
 HX3070.The horizontal coordinates were established by classical geodetic methods
 HX3070.and adjusted by the National Geodetic Survey in April 1998..
 HX3070
 HX3070.The orthometric height was scaled from a topographic map.
 HX3070
 HX3070.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3070
 HX3070.The geoid height was determined by GEOID03.
 HX3070
 HX3070;                    North         East     Units Scale Factor Converg.
 HX3070;SPC WV S     -   151,214.371   535,757.356   MT  0.99993036   -0 27 15.9
 HX3070;UTM  17      - 4,246,029.177   435,777.498   MT  0.99965079   -0 27 22.4
 HX3070
 HX3070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3070!SPC WV S     -   0.99997699  x   0.99993036  =   0.99990735
 HX3070!UTM  17      -   0.99997699  x   0.99965079  =   0.99962779
 HX3070
 HX3070:                Primary Azimuth Mark                     Grid Az
 HX3070:SPC WV S     -  DUNBAR MUNICIPAL STANDPIPE               009 36 23.6
 HX3070:UTM  17      -  DUNBAR MUNICIPAL STANDPIPE               009 36 30.1
 HX3070
 HX3070|---------------------------------------------------------------------|
 HX3070| PID    Reference Object                     Distance      Geod. Az  |
 HX3070|                                                           dddmmss.s |
 HX3070| HX3071 DUNBAR MUNICIPAL STANDPIPE          442.707 METERS 0090907.7 |
 HX3070| HX3093 DUNBAR AZ MK 2                      297.725 METERS 07018     |
 HX3070| DC3287 DUNBAR RM 1                          21.215 METERS 07516     |
 HX3070| HX3092 DUNBAR AZ MK                        APPROX. 0.7 KM 0805743.5 |
 HX3070| HX3067 S CHARLESTON ST POLICE MAST         APPROX. 1.8 KM 1061859.3 |
 HX3070| HX3068 CHARLESTON KANAWHA CC TK            APPROX. 2.3 KM 1273144.9 |
 HX3070| DC3288 DUNBAR RM 2                          13.900 METERS 17351     |
 HX3070| DC3289 DUNBAR RM 3                           9.570 METERS 25055     |
 HX3070| DC3290 DUNBAR RM 4                          20.245 METERS 34738     |
 HX3070|---------------------------------------------------------------------|
 HX3070
 HX3070                          SUPERSEDED SURVEY CONTROL
 HX3070
 HX3070  NAD 83(1995)-  38 21 36.47683(N)    081 44 06.33096(W) AD(       ) 2
 HX3070  NAD 83(1986)-  38 21 36.47833(N)    081 44 06.33208(W) AD(       ) 2
 HX3070  NAD 27      -  38 21 36.13800(N)    081 44 06.87700(W) AD(       ) 2
 HX3070
 HX3070.Superseded values are not recommended for survey control.
 HX3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3070.See file dsdata.txt to determine how the superseded data were derived.
 HX3070
 HX3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3577746029(NAD 83)
 HX3070_MARKER: DS = TRIANGULATION STATION DISK
 HX3070_SETTING: 0 = UNSPECIFIED SETTING
 HX3070
 HX3070  HISTORY     - Date     Condition        Report By
 HX3070  HISTORY     - 1944     MONUMENTED       CGS
 HX3070  HISTORY     - 1958     SEE DESCRIPTION  USGS
 HX3070
 HX3070                          STATION DESCRIPTION
 HX3070
 HX3070'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3070'STATION IS LOCATED
 HX3070'ABOUT 0.1 MILE E
 HX3070'OF THE RAILROAD STATION IN THE CITY OF DUNBAR,
 HX3070'ON THE S SIDE OF DUNBAR AVENUE
 HX3070'(STATE HIGHWAY 25), IN FRONT OF
 HX3070'THE CHARLESTON TRANSIT COMPANY GARAGE.  LAND
 HX3070'OWNED BY THE CHARLESTON
 HX3070'TRANSIT COMPANY.  STATION IS 57 FEET NW OF THE NW CORNER OF
 HX3070'THE BRICK
 HX3070'GARAGE, 15.5 FEET SE OF THE NE CORNER OF A FENCE, AND
 HX3070'68 FEET W OF
 HX3070'POWER-TRANSMISSION LINE POLE NO. 163B179.  MARK IS
 HX3070'STAMPED DUNBAR 1944 AND IS SET
 HX3070'ABOUT 6 INCHES BELOW GROUND.
 HX3070'
 HX3070'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 HX3070'REFERENCE MARK 2
 HX3070'IS A BRONZE DISK SET IN CONCRETE AT THE
 HX3070'CENTER OF THE TOP OF A TILE.
 HX3070'
 HX3070'REFERENCE MARK 1 IS IN THE SIDEWALK, 3 INCHES N OF THE S
 HX3070'EDGE.  IT IS
 HX3070'STAMPED DUNBAR NO 1 1944.
 HX3070'
 HX3070'REFERENCE MARK 2 IS ONE FOOT E OF THE W PROPERTY FENCE OF
 HX3070'THE CHARLESTON
 HX3070'TRANSIT COMPANY, 30.5 FEET W OF THE NW CORNER OF
 HX3070'THE GARAGE, AND 59.5 FEET S OF
 HX3070'THE NE CORNER OF THE FENCE.  IT
 HX3070'IS STAMPED DUNBAR NO 2 1944.
 HX3070'
 HX3070'AZIMUTH MARK IS IN THE S CURB OF DUNBAR AVENUE, 46 FEET E OF
 HX3070'THE NE CORNER OF
 HX3070'THIRD STREET.  IT IS STAMPED DUNBAR 1944.
 HX3070'
 HX3070'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 HX3070
 HX3070                          STATION RECOVERY (1958)
 HX3070
 HX3070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HX3070'STATION NOT FOUND BUT BELIEVED COVERED OVER WITH FILL.
 HX3070'REFERENCE MARK 2
 HX3070'IS OKAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3071 ***********************************************************************
 HX3071  DESIGNATION -  DUNBAR MUNICIPAL STANDPIPE
 HX3071  PID         -  HX3071
 HX3071  STATE/COUNTY-  WV/KANAWHA
 HX3071  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3071
 HX3071                         *CURRENT SURVEY CONTROL
 HX3071  ___________________________________________________________________
 HX3071* NAD 83(1995)-  38 21 50.64526(N)    081 44 03.42535(W)     ADJUSTED  
 HX3071* NAVD 88     -                                                        
 HX3071  ___________________________________________________________________
 HX3071  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 HX3071  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HX3071
 HX3071  HORZ ORDER  -  THIRD
 HX3071
 HX3071.The horizontal coordinates were established by classical geodetic methods
 HX3071.and adjusted by the National Geodetic Survey in April 1998..
 HX3071
 HX3071
 HX3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3071
 HX3071.The geoid height was determined by GEOID03.
 HX3071
 HX3071;                    North         East     Units Scale Factor Converg.
 HX3071;SPC WV S     -   151,650.839   535,831.230   MT  0.99993057   -0 27 14.2
 HX3071;UTM  17      - 4,246,465.521   435,851.366   MT  0.99965068   -0 27 20.7
 HX3071
 HX3071                          SUPERSEDED SURVEY CONTROL
 HX3071
 HX3071  NAD 83(1995)-  38 21 50.65164(N)    081 44 03.43050(W) AD(       ) 4
 HX3071  NAD 83(1986)-  38 21 50.65343(N)    081 44 03.43159(W) AD(       ) 4
 HX3071  NAD 27      -  38 21 50.31500(N)    081 44 03.97600(W) AD(       ) 3
 HX3071
 HX3071.Superseded values are not recommended for survey control.
 HX3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3071.See file dsdata.txt to determine how the superseded data were derived.
 HX3071
 HX3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3585146466(NAD 83)
 HX3071_MARKER: 52 = STANDPIPE TANK
 HX3071
 HX3071  HISTORY     - Date     Condition        Report By
 HX3071  HISTORY     - 1944     FIRST OBSERVED   CGS
 HX3071  HISTORY     - 1958     GOOD             CGS
 HX3071
 HX3071                          STATION DESCRIPTION
 HX3071
 HX3071'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3071'STATION IS LOCATED ON A HIGH HILL IN THE NE SECTION OF DUNBAR.
 HX3071'IT IS A SMALL
 HX3071'STANDPIPE OF STEEL CONSTRUCTION PAINTED SILVER.
 HX3071'
 HX3071'THE POINT OBSERVED ON WAS THE CENTER OF THE TOP OF THE
 HX3071'STANDPIPE.
 HX3071'
 HX3071'TO REACH FROM THE RAILROAD STATION IN DUNBAR, GO E ON STATE
 HX3071'HIGHWAY 25 FOR 0.1
 HX3071'MILE AND END OF TRUCK TRAVEL.  FROM HERE GO N
 HX3071'UP STEEP HILL ABOUT 0.3 MILE TO
 HX3071'STANDPIPE.
 HX3071
 HX3071                          STATION RECOVERY (1958)
 HX3071
 HX3071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3071'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED AND
 HX3071'FOUND IN GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2950 ***********************************************************************
 HX2950  DESIGNATION -  DUSK
 HX2950  PID         -  HX2950
 HX2950  STATE/COUNTY-  WV/GILMER
 HX2950  USGS QUAD   -  GLENVILLE (1976)
 HX2950
 HX2950                         *CURRENT SURVEY CONTROL
 HX2950  ___________________________________________________________________
 HX2950* NAD 83(1995)-  38 53 26.71971(N)    080 45 16.92705(W)     ADJUSTED  
 HX2950* NAVD 88     -       417.6    (meters)    1370.     (feet)  VERTCON   
 HX2950  ___________________________________________________________________
 HX2950  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 HX2950  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HX2950
 HX2950  HORZ ORDER  -  THIRD
 HX2950
 HX2950.The horizontal coordinates were established by classical geodetic methods
 HX2950.and adjusted by the National Geodetic Survey in April 1998..
 HX2950
 HX2950.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2950
 HX2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2950
 HX2950.The geoid height was determined by GEOID03.
 HX2950
 HX2950;                    North         East     Units Scale Factor Converg.
 HX2950;SPC WV S     -   209,889.125   621,281.933   MT  1.00000159   +0 09 05.9
 HX2950;UTM  17      - 4,304,682.305   521,273.425   MT  0.99960557   +0 09 14.4
 HX2950
 HX2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2950!SPC WV S     -   0.99993961  x   1.00000159  =   0.99994120
 HX2950!UTM  17      -   0.99993961  x   0.99960557  =   0.99954520
 HX2950
 HX2950|---------------------------------------------------------------------|
 HX2950| PID    Reference Object                     Distance      Geod. Az  |
 HX2950|                                                           dddmmss.s |
 HX2950| DC3294 DUSK RM 1                            11.150 METERS 13300     |
 HX2950| DC3293 DUSK AZ MK                                         3141009.8 |
 HX2950| DC3295 DUSK RM 2                            14.811 METERS 32516     |
 HX2950|---------------------------------------------------------------------|
 HX2950
 HX2950                          SUPERSEDED SURVEY CONTROL
 HX2950
 HX2950  NAD 83(1986)-  38 53 26.72537(N)    080 45 16.93636(W) AD(       ) 3
 HX2950  NAD 27      -  38 53 26.38920(N)    080 45 17.57140(W) AD(       ) 3
 HX2950  NGVD 29 (07/19/86)  417.8    (m)         1371.     (f) VERT ANG       
 HX2950
 HX2950.Superseded values are not recommended for survey control.
 HX2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2950.See file dsdata.txt to determine how the superseded data were derived.
 HX2950
 HX2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2127304682(NAD 83)
 HX2950_MARKER: DS = TRIANGULATION STATION DISK
 HX2950_SETTING: 66 = SET IN ROCK OUTCROP
 HX2950
 HX2950  HISTORY     - Date     Condition        Report By
 HX2950  HISTORY     - 1956     MONUMENTED       CGS
 HX2950
 HX2950                          STATION DESCRIPTION
 HX2950
 HX2950'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2950'STATION IS LOCATED ON A HIGH HILL ABOUT 6 MILES WEST NORTHWEST OF
 HX2950'BURNSVILLE AND 5-1/2 MILES
 HX2950'SOUTHEAST OF GLENVILLE ON PROPERTY OWNED BY MR. CHARLEY THOMPSON.
 HX2950'STATION IS 17 FEET NORTH NORTHWEST OF
 HX2950'WITNESS POST, 10 FEET NORTHEAST OF FENCE AND TRIANGLE BLAZED
 HX2950'OAK TREE AND 9 FEET EAST OF A LARGE, LONE
 HX2950'PINE TREE.  THE DISK IS CEMENTED FLUSH IN A
 HX2950'DRILL HOLE IN THE ROCK AND THE DISK IS STAMPED DUSK 1956.
 HX2950'
 HX2950'REFERENCE MARK NO. 1 IS 4 FEET NORTHEAST OF FENCE.  THE MARK IS
 HX2950'CEMENTED FLUSH IN A DRILL HOLE
 HX2950'IN THE ROCK AND THE DISK IS STAMPED DUSK NO 1 1956.
 HX2950'
 HX2950'REFERENCE MARK NO. 2 IS 24 FEET NORTHEAST OF FENCE.  THE MARK
 HX2950'PROJECTS ABOUT 10 INCHES AND
 HX2950'THE DISK IS STAMPED DUSK NO 2 1956.
 HX2950'
 HX2950'AZIMUTH MARK IS 49 FEET NORTH OF THE NORTHEAST CORNER OF AN OLD BARN
 HX2950'AND 3 FEET SOUTHEAST OF
 HX2950'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND DISK IS STAMPED
 HX2950'DUSK 1956.
 HX2950'
 HX2950'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND 119 AND
 HX2950'STATE HIGHWAY 5 IN THE
 HX2950'NORTHEAST EDGE OF GLENVILLE GO SOUTHEASTERLY ON STATE HIGHWAY 5 FOR
 HX2950'5.5 MILES TO THE SAND FORK POST
 HX2950'OFFICE.  CONTINUE ON STATE HIGHWAY 5 FOR 2.5 MILES TO A SIDE ROAD
 HX2950'RIGHT.  TURN RIGHT CROSSING BRIDGE
 HX2950'AND FOLLOW MAIN ROAD FOR 0.8 MILE TO A SIDE ROAD
 HX2950'RIGHT.  TURN RIGHT ACROSS WOODEN BRIDGE FOR 0.45 MILE
 HX2950'TO A SIDE ROAD LEFT JUST BEFORE
 HX2950'REACHING HOUSE ON LEFT.  TURN LEFT UP CREEK BED ROAD FOR 0.05 MILE TO
 HX2950'GATE.  PASS THROUGH GATE AND
 HX2950'CONTINUE FOR 0.15 MILE TO ANOTHER GATE.  PASS THROUGH GATE AND
 HX2950'CONTINUE FOR 0.1 MILE TO THE HOME OF
 HX2950'MR. THOMPSON.  PASS TO LEFT OF HOUSE ON OLD ROAD FOR
 HX2950'ABOUT 0.25 MILE TO ANOTHER HOUSE AND ETT.
 HX2950'PACK STRAIGHT AHEAD UP HILL FOR ABOUT 0.2
 HX2950'MILE TO OLD BARN AND AND AZIMUTH AS DESCRIBED.  PACK
 HX2950'SOUTHEAST ALONG THE TOP OF RIDGE
 HX2950'FOR ABOUT 0.3 MILE TO THE HIGHEST POINT ON RIDGE AND STATION AS
 HX2950'DESCRIBED.
 HX2950'
 HX2950'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3099 ***********************************************************************
 HX3099  DESIGNATION -  DUTCH
 HX3099  PID         -  HX3099
 HX3099  STATE/COUNTY-  WV/KANAWHA
 HX3099  USGS QUAD   -  POCATALICO (1976)
 HX3099
 HX3099                         *CURRENT SURVEY CONTROL
 HX3099  ___________________________________________________________________
 HX3099* NAD 83(1995)-  38 23 41.58412(N)    081 44 23.49862(W)     ADJUSTED  
 HX3099* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 HX3099  ___________________________________________________________________
 HX3099  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 HX3099  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HX3099
 HX3099  HORZ ORDER  -  FIRST
 HX3099
 HX3099.The horizontal coordinates were established by classical geodetic methods
 HX3099.and adjusted by the National Geodetic Survey in April 1998..
 HX3099
 HX3099.The orthometric height was scaled from a topographic map.
 HX3099
 HX3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3099
 HX3099.The geoid height was determined by GEOID03.
 HX3099
 HX3099;                    North         East     Units Scale Factor Converg.
 HX3099;SPC WV S     -   155,075.099   535,371.270   MT  0.99993240   -0 27 26.6
 HX3099;UTM  17      - 4,249,888.837   435,391.653   MT  0.99965141   -0 27 34.3
 HX3099
 HX3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3099!SPC WV S     -   0.99995315  x   0.99993240  =   0.99988555
 HX3099!UTM  17      -   0.99995315  x   0.99965141  =   0.99960458
 HX3099
 HX3099|---------------------------------------------------------------------|
 HX3099| PID    Reference Object                     Distance      Geod. Az  |
 HX3099|                                                           dddmmss.s |
 HX3099| HX3100 HOLLOW                              298.663 METERS 02934     |
 HX3099| HX3097 FALLS                               APPROX. 4.2 KM 1051634.3 |
 HX3099| HX3112 WEST VA STATE COLLEGE TANK          APPROX. 3.0 KM 2322707.8 |
 HX3099| DC3297 DUTCH RM 2                           18.967 METERS 23323     |
 HX3099| DC3296 DUTCH RM 1                           18.421 METERS 31200     |
 HX3099| HX3098 HOLLOW 1944 AZ MK                   254.559 METERS 35115     |
 HX3099|---------------------------------------------------------------------|
 HX3099
 HX3099                          SUPERSEDED SURVEY CONTROL
 HX3099
 HX3099  NAD 83(1995)-  38 23 41.59039(N)    081 44 23.50407(W) AD(       ) 1
 HX3099  NAD 83(1986)-  38 23 41.59200(N)    081 44 23.50492(W) AD(       ) 1
 HX3099  NAD 27      -  38 23 41.25400(N)    081 44 24.04600(W) AD(       ) 1
 HX3099
 HX3099.Superseded values are not recommended for survey control.
 HX3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3099.See file dsdata.txt to determine how the superseded data were derived.
 HX3099
 HX3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3539249889(NAD 83)
 HX3099_MARKER: DS = TRIANGULATION STATION DISK
 HX3099_SETTING: 0 = UNSPECIFIED SETTING
 HX3099
 HX3099  HISTORY     - Date     Condition        Report By
 HX3099  HISTORY     - 1944     MONUMENTED       CGS
 HX3099
 HX3099                          STATION DESCRIPTION
 HX3099
 HX3099'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3099'STATION IS LOCATED ON
 HX3099'A HIGH, PARTLY
 HX3099'WOODED HILL ABOUT 6 MILES W OF THE CITY OF CHARLESTON,
 HX3099'AT THE HEAD OF DUTCH HOLLOW, AND
 HX3099'ON LAND OWNED BY B.V. CHILDERS.
 HX3099'IT IS 28.5 FEET S OF A TRIANGULAR BLAZE ON A
 HX3099'10-INCH OAK TREE,
 HX3099'33.5 FEET NE OF A TRIANGULAR BLAZE ON A 11-INCH OAK TREE, 31
 HX3099'FEET E OF A
 HX3099'10-INCH OAK TREE, AND 3.5 FEET E OF A WITNESS POST.  THE
 HX3099'DISK IS STAMPED DUTCH 1944.
 HX3099'
 HX3099'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 HX3099'SET IN CONCRETE.
 HX3099'
 HX3099'REFERENCE MARK 1 IS 44 FEET NE OF A TRIANGULAR BLAZE ON 10-
 HX3099'INCH OAK TREE.  IT
 HX3099'IS STAMPED DUTCH NO 1 1944.
 HX3099'
 HX3099'REFERENCE MARK 2 IS 35 FEET NW OF A TRIANGULAR BLAZE ON 10-
 HX3099'INCH OAK TREE.  IT
 HX3099'IS STAMPED DUTCH NO 2 1944.
 HX3099'
 HX3099'STATION HOLLOW WAS USED AS AN AZIMUTH MARK.
 HX3099'
 HX3099'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 21
 HX3099'AND 35 IN WEST
 HX3099'CHARLESTON, GO W ON HIGHWAY 35 FOR 2.55 MILES TO
 HX3099'JUNCTION WITH STATE HIGHWAY 25,
 HX3099'CONTINUE ON HIGHWAY 35 FOR 1.75
 HX3099'MILES TO ROCKY FORK ROAD, CONTINUE ON HIGHWAY 35
 HX3099'FOR 1.15 MILES
 HX3099'TO TOP OF RIDGE AND A DIRT ROAD SHARP LEFT.* TURN SHARP LEFT AND
 HX3099'GO ABOUT 50
 HX3099'YARDS TO A GATE ON THE RIGHT, GO THROUGH GATE UPGRADE
 HX3099'AND FOLLOW DIM ROAD AROUND THE
 HX3099'N SIDE OF THE HILL ABOUT 0.4 MILE
 HX3099'TO A FORK LEFT UP A STEEP GRADE, TAKE LEFT FORK
 HX3099'TO THE TOP OF THE
 HX3099'GRADE, TURN SHARP LEFT AND FOLLOW THE RIDGE AND PIPE LINE UP HILL
 HX3099'ABOUT 0.3 MILE
 HX3099'TO HIGHEST POINT AND STATION.
 HX3099'
 HX3099'*TO REACH STATION HOLLOW FROM THIS POINT, CONTINUE ON HIGHWAY
 HX3099'35 FOR 0.1 MILE TO
 HX3099'STATION ON THE RIGHT.
 HX3099'
 HX3099'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1452 ***********************************************************************
 JW1452  DESIGNATION -  DUTCH
 JW1452  PID         -  JW1452
 JW1452  STATE/COUNTY-  WV/HARDY
 JW1452  USGS QUAD   -  RIO (1970)
 JW1452
 JW1452                         *CURRENT SURVEY CONTROL
 JW1452  ___________________________________________________________________
 JW1452* NAD 83(1995)-  39 07 36.42639(N)    078 38 22.63773(W)     ADJUSTED  
 JW1452* NAVD 88     -       638.9    (meters)    2096.     (feet)  VERTCON   
 JW1452  ___________________________________________________________________
 JW1452  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 JW1452  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JW1452
 JW1452  HORZ ORDER  -  THIRD
 JW1452
 JW1452.The horizontal coordinates were established by classical geodetic methods
 JW1452.and adjusted by the National Geodetic Survey in April 1998..
 JW1452
 JW1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1452
 JW1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1452
 JW1452.The geoid height was determined by GEOID03.
 JW1452
 JW1452;                    North         East     Units Scale Factor Converg.
 JW1452;SPC WV N     -    69,940.031   674,395.552   MT  0.99997845   +0 32 55.4
 JW1452;UTM  17      - 4,333,499.159   704,035.919   MT  1.00011263   +1 29 24.0
 JW1452
 JW1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1452!SPC WV N     -   0.99990493  x   0.99997845  =   0.99988339
 JW1452!UTM  17      -   0.99990493  x   1.00011263  =   1.00001755
 JW1452
 JW1452|---------------------------------------------------------------------|
 JW1452| PID    Reference Object                     Distance      Geod. Az  |
 JW1452|                                                           dddmmss.s |
 JW1452| JW1453 FLAT RIDGE WESTERLY CAIRN 1956       59.527 METERS 03015     |
 JW1452| JW1450 SHORT                               APPROX. 9.5 KM 2494758.4 |
 JW1452| CJ9710 DUTCH RM 1                           22.492 METERS 26201     |
 JW1452| CJ9711 DUTCH RM 2                           24.990 METERS 34810     |
 JW1452|---------------------------------------------------------------------|
 JW1452
 JW1452                          SUPERSEDED SURVEY CONTROL
 JW1452
 JW1452  NAD 83(1995)-  39 07 36.43006(N)    078 38 22.63637(W) AD(       ) 3
 JW1452  NAD 83(1995)-  39 07 36.43020(N)    078 38 22.64123(W) AD(       ) 3
 JW1452  NAD 83(1986)-  39 07 36.43057(N)    078 38 22.64072(W) AD(       ) 3
 JW1452  NAD 27      -  39 07 36.04920(N)    078 38 23.59550(W) AD(       ) 3
 JW1452  NGVD 29 (07/19/86)  639.0    (m)         2096.     (f) VERT ANG       
 JW1452
 JW1452.Superseded values are not recommended for survey control.
 JW1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1452.See file dsdata.txt to determine how the superseded data were derived.
 JW1452
 JW1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD0403633499(NAD 83)
 JW1452_MARKER: DS = TRIANGULATION STATION DISK
 JW1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1452
 JW1452  HISTORY     - Date     Condition        Report By
 JW1452  HISTORY     - 1956     MONUMENTED       CGS
 JW1452
 JW1452                          STATION DESCRIPTION
 JW1452
 JW1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1452'STATION IS LOCATED, AIRLINE, ABOUT 8-1/4 MILES NORTHEAST OF BAKER, 4
 JW1452'1/4 MILES NORTHWEST OF
 JW1452'WARDENSVILLE, 1-3/4 MILES SOUTHEAST OF RIO AND IS AT THE SOUTHWEST
 JW1452'END OF FLAT RIDGE WHICH IS THE
 JW1452'HIGHEST TIMBERED MOUNTAIN IN THE IMMEDIATE VICINITY.
 JW1452'
 JW1452'STATION IS REACHED AS FOLLOWS, FROM THE JUNCTION OF STATE HIGHWAYS 55
 JW1452'AND 259 AT BAKER, GO
 JW1452'NORTHEAST ON STATE HIGHWAY 55 FOR 1.7 MILES TO A PAVED ROAD ON THE
 JW1452'LEFT, TURN LEFT, NORTH, AND GO 5.4
 JW1452'MILES TO A SIDE ROAD ON THE RIGHT AND CHICKEN HOUSES ON
 JW1452'THE LEFT, TURN RIGHT AND GO 0.5 MILES TO A
 JW1452'FORK, TAKE THE RIGHT FORK, MAIN ROAD, AND
 JW1452'GO EASTERLY FOR 1.8 MILES TO A SIDE ROAD ON THE RIGHT AT THE
 JW1452'CREST OF THE RIDGE, CONTINUE
 JW1452'STRAIGHT AHEAD, EAST FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT, TURN
 JW1452'LEFT, NORTHERLY, ON A TRACK
 JW1452'ROAD AND GO 0.6 MILE TO THE SUMMIT OF THE MOUNTAIN AND THE
 JW1452'STATION ON THE RIGHT.
 JW1452'
 JW1452'STATION MARK, STAMPED DUTCH 1956, IS A STANDARD DISK SET IN THE TOP
 JW1452'OF A 10 INCH SQUARE
 JW1452'CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 120.0 FEET SOUTH OF THE
 JW1452'CENTERLINE OF THE ROAD AND 32.0
 JW1452'FEET SOUTH OF A WITNESS POST.
 JW1452'
 JW1452'REFERENCE MARK NUMBER 1, STAMPED DUTCH NO 1 1956, IS A STANDARD DISK
 JW1452'SET IN THE TOP OF A 10
 JW1452'INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES AND IS AT THE SAME
 JW1452'ELEVATION AS THE STATION.
 JW1452'
 JW1452'REFERENCE MARK NUMBER 2, STAMPED DUTCH NO 2 1956, IS A STANDARD DISK
 JW1452'SET IN THE TOP OF A 10
 JW1452'INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES AND IS AT THE SAME
 JW1452'ELEVATION AS THE STATION.  IT IS
 JW1452'35.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 JW1452'
 JW1452'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK DUE TO HIGH TIMBER.
 JW1452'HALF MOON LOOKOUT HOUSE
 JW1452'WILL SERVE AS AN AZIMUTH MARK.
 JW1452'
 JW1452'CAIRN IS ABOUT 4 FEET IN HEIGHT AND 4 FEET IN DIAMETER.  IT IS THE
 JW1452'MOST WESTERLY ONE OF FOUR
 JW1452'CAIRNS AND IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 JW1452'
 JW1452'HEIGHT OF LIGHT ABOVE STATION MARK 2.73 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2911 ***********************************************************************
 JV2911  DESIGNATION -  E 1
 JV2911  PID         -  JV2911
 JV2911  STATE/COUNTY-  WV/JEFFERSON
 JV2911  USGS QUAD   -  CHARLES TOWN (1988)
 JV2911
 JV2911                         *CURRENT SURVEY CONTROL
 JV2911  ___________________________________________________________________
 JV2911* NAD 83(1986)-  39 17 09.     (N)    077 52 20.     (W)     SCALED    
 JV2911* NAVD 88     -       159.377  (meters)     522.89   (feet)  ADJUSTED  
 JV2911  ___________________________________________________________________
 JV2911  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JV2911  DYNAMIC HT  -         159.281 (meters)     522.57  (feet)  COMP
 JV2911  MODELED GRAV-     980,021.9   (mgal)                       NAVD 88
 JV2911
 JV2911  VERT ORDER  -  FIRST     CLASS II
 JV2911
 JV2911.The horizontal coordinates were scaled from a topographic map and have
 JV2911.an estimated accuracy of +/- 6 seconds.
 JV2911
 JV2911.The orthometric height was determined by differential leveling
 JV2911.and adjusted by the National Geodetic Survey in June 1991..
 JV2911
 JV2911.The geoid height was determined by GEOID03.
 JV2911
 JV2911.The dynamic height is computed by dividing the NAVD 88
 JV2911.geopotential number by the normal gravity value computed on the
 JV2911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2911.degrees latitude (g = 980.6199 gals.).
 JV2911
 JV2911.The modeled gravity was interpolated from observed gravity values.
 JV2911
 JV2911;                    North         East    Units  Estimated Accuracy
 JV2911;SPC WV N     -    88,510.      740,430.      MT  (+/- 180 meters Scaled)
 JV2911
 JV2911                          SUPERSEDED SURVEY CONTROL
 JV2911
 JV2911  NGVD 29 (??/??/??)  159.563  (m)          523.50   (f) ADJUSTED    1 2
 JV2911
 JV2911.Superseded values are not recommended for survey control.
 JV2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2911.See file dsdata.txt to determine how the superseded data were derived.
 JV2911
 JV2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ522524(NAD 83)
 JV2911_MARKER: DB = BENCH MARK DISK
 JV2911_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JV2911+WITH SETTING: PAVEMENT
 JV2911_STAMPING: 523.486 E 1 1929
 JV2911_MARK LOGO: CGS   
 JV2911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2911+STABILITY: SURFACE MOTION
 JV2911
 JV2911  HISTORY     - Date     Condition        Report By
 JV2911  HISTORY     - 1929     MONUMENTED       CGS
 JV2911  HISTORY     - 1955     GOOD             USGS
 JV2911  HISTORY     - 1974     MARK NOT FOUND   USGS
 JV2911  HISTORY     - 1983     GOOD             NGS
 JV2911
 JV2911                          STATION DESCRIPTION
 JV2911
 JV2911'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JV2911'AT CHARLES TOWN.
 JV2911'AT CHARLES TOWN, JEFFERSON COUNTY, AT THE NORFOLK AND WESTERN
 JV2911'RAILWAY STATION, 1/2 FOOT WEST OF THE WEST WALL, 2 FEET NORTH
 JV2911'OF THE ENTRANCE TO THE WHITE WAITING ROOM, 34 FEET EAST OF THE
 JV2911'CENTERLINE OF THE MAIN TRACK, AND 1 FOOT HIGHER THAN THE RAIL,
 JV2911'IN THE CONCRETE PLATFORM.  A STANDARD DISK, STAMPED 523.486 E 1 1929.
 JV2911
 JV2911                          STATION RECOVERY (1955)
 JV2911
 JV2911'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JV2911'RECOVERED IN GOOD CONDITION.
 JV2911
 JV2911                          STATION RECOVERY (1974)
 JV2911
 JV2911'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JV2911'MARK NOT FOUND.
 JV2911
 JV2911                          STATION RECOVERY (1983)
 JV2911
 JV2911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0212 ***********************************************************************
 JX0212  DESIGNATION -  E 10
 JX0212  PID         -  JX0212
 JX0212  STATE/COUNTY-  WV/LEWIS
 JX0212  USGS QUAD   -  CAMDEN (1976)
 JX0212
 JX0212                         *CURRENT SURVEY CONTROL
 JX0212  ___________________________________________________________________
 JX0212* NAD 83(1986)-  39 00 07.     (N)    080 30 02.     (W)     SCALED    
 JX0212* NAVD 88     -       314.937  (meters)    1033.26   (feet)  ADJUSTED  
 JX0212  ___________________________________________________________________
 JX0212  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JX0212  DYNAMIC HT  -         314.731 (meters)    1032.58  (feet)  COMP
 JX0212  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 JX0212
 JX0212  VERT ORDER  -  SECOND    CLASS 0
 JX0212
 JX0212.The horizontal coordinates were scaled from a topographic map and have
 JX0212.an estimated accuracy of +/- 6 seconds.
 JX0212
 JX0212.The orthometric height was determined by differential leveling
 JX0212.and adjusted by the National Geodetic Survey in June 1991..
 JX0212
 JX0212.The geoid height was determined by GEOID03.
 JX0212
 JX0212.The dynamic height is computed by dividing the NAVD 88
 JX0212.geopotential number by the normal gravity value computed on the
 JX0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0212.degrees latitude (g = 980.6199 gals.).
 JX0212
 JX0212.The modeled gravity was interpolated from observed gravity values.
 JX0212
 JX0212;                    North         East    Units  Estimated Accuracy
 JX0212;SPC WV S     -   222,320.      643,270.      MT  (+/- 180 meters Scaled)
 JX0212
 JX0212                          SUPERSEDED SURVEY CONTROL
 JX0212
 JX0212  NGVD 29 (??/??/92)  315.102  (m)         1033.80   (f) ADJ UNCH    2 0
 JX0212
 JX0212.Superseded values are not recommended for survey control.
 JX0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0212.See file dsdata.txt to determine how the superseded data were derived.
 JX0212
 JX0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND432171(NAD 83)
 JX0212_MARKER: DB = BENCH MARK DISK
 JX0212_SETTING: 66 = SET IN ROCK OUTCROP
 JX0212_SP_SET: CUT
 JX0212_STAMPING: E 10 1933
 JX0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0212+STABILITY: POSITION/ELEVATION WELL
 JX0212
 JX0212  HISTORY     - Date     Condition        Report By
 JX0212  HISTORY     - 1933     MONUMENTED       CGS
 JX0212
 JX0212                          STATION DESCRIPTION
 JX0212
 JX0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0212'4 MI S FROM WESTON.
 JX0212'4 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0212'STATION AT WESTON, LEWIS COUNTY, 0.3 MILE NORTH OF MILEPOST C
 JX0212'29, AT AN ABRUPT BEND IN WEST FORK RIVER PARALLELING THE TRACK,
 JX0212'IN THE FACE OF A ROCK CUT, 3 YARDS NORTH OF THE CENTERLINE OF
 JX0212'THE TRACK, AND 2 FEET HIGHER THEN THE TRACK.  A STANDARD DISK,
 JX0212'STAMPED E 10 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1260 ***********************************************************************
 JX1260  DESIGNATION -  E 100
 JX1260  PID         -  JX1260
 JX1260  STATE/COUNTY-  WV/WOOD
 JX1260  USGS QUAD   -  LUBECK (1994)
 JX1260
 JX1260                         *CURRENT SURVEY CONTROL
 JX1260  ___________________________________________________________________
 JX1260* NAD 83(1986)-  39 12 55.     (N)    081 40 52.     (W)     SCALED    
 JX1260* NAVD 88     -       263.665  (meters)     865.04   (feet)  ADJUSTED  
 JX1260  ___________________________________________________________________
 JX1260  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1260  DYNAMIC HT  -         263.500 (meters)     864.50  (feet)  COMP
 JX1260  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 JX1260
 JX1260  VERT ORDER  -  SECOND    CLASS 0
 JX1260
 JX1260.The horizontal coordinates were scaled from a topographic map and have
 JX1260.an estimated accuracy of +/- 6 seconds.
 JX1260
 JX1260.The orthometric height was determined by differential leveling
 JX1260.and adjusted by the National Geodetic Survey in June 1991..
 JX1260
 JX1260.The geoid height was determined by GEOID03.
 JX1260
 JX1260.The dynamic height is computed by dividing the NAVD 88
 JX1260.geopotential number by the normal gravity value computed on the
 JX1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1260.degrees latitude (g = 980.6199 gals.).
 JX1260
 JX1260.The modeled gravity was interpolated from observed gravity values.
 JX1260
 JX1260;                    North         East    Units  Estimated Accuracy
 JX1260;SPC WV N     -    81,690.      411,660.      MT  (+/- 180 meters Scaled)
 JX1260
 JX1260                          SUPERSEDED SURVEY CONTROL
 JX1260
 JX1260  NGVD 29 (??/??/92)  263.856  (m)          865.67   (f) ADJ UNCH    2 0
 JX1260
 JX1260.Superseded values are not recommended for survey control.
 JX1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1260.See file dsdata.txt to determine how the superseded data were derived.
 JX1260
 JX1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD412408(NAD 83)
 JX1260_MARKER: DB = BENCH MARK DISK
 JX1260_SETTING: 66 = SET IN ROCK OUTCROP
 JX1260_SP_SET: ROCK CUT
 JX1260_STAMPING: E 100 1956
 JX1260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1260+STABILITY: POSITION/ELEVATION WELL
 JX1260
 JX1260  HISTORY     - Date     Condition        Report By
 JX1260  HISTORY     - 1956     MONUMENTED       CGS
 JX1260  HISTORY     - 1963     GOOD             NGS
 JX1260  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1260  HISTORY     - 1984     GOOD             NGS
 JX1260
 JX1260                          STATION DESCRIPTION
 JX1260
 JX1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1260'2 MI NE FROM NEW ENGLAND.
 JX1260'1.95 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE BAPTIST CHURCH
 JX1260'AT NEW ENGLAND, THENCE ABOUT 0.1 MILE NORTH ALONG A BLACK TOP
 JX1260'ROAD, NEAR THE TOP OF A LONG GRADE DECENDING NORTHWEST, SET IN
 JX1260'THE TOP OF A TRIANGULAR PROJECTION OF ROCK AT THE BOTTOM OF ROCK
 JX1260'CUT, 25 FEET EAST-NORTHEAST OF CENTER LINE OF BLACK TOP ROAD,
 JX1260'14 FEET SOUTHEAST OF CENTER LINE OF A DIM ROAD NORTHEAST, 6 1/4
 JX1260'FEET EAST OF SOUTH END OF A 30-INCH CONCRETE PIPE CULVERT UNDER
 JX1260'DIM ROAD, AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
 JX1260
 JX1260                          STATION RECOVERY (1963)
 JX1260
 JX1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1260'RECOVERED IN GOOD CONDITION.
 JX1260
 JX1260                          STATION RECOVERY (1976)
 JX1260
 JX1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1260'MARK NOT FOUND.
 JX1260
 JX1260                          STATION RECOVERY (1984)
 JX1260
 JX1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1122 ***********************************************************************
 JX1122  DESIGNATION -  E 101
 JX1122  PID         -  JX1122
 JX1122  STATE/COUNTY-  WV/JACKSON
 JX1122  USGS QUAD   -  PORTLAND (1994)
 JX1122
 JX1122                         *CURRENT SURVEY CONTROL
 JX1122  ___________________________________________________________________
 JX1122* NAD 83(1986)-  39 05 03.     (N)    081 45 12.     (W)     SCALED    
 JX1122* NAVD 88     -       182.177  (meters)     597.69   (feet)  ADJUSTED  
 JX1122  ___________________________________________________________________
 JX1122  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JX1122  DYNAMIC HT  -         182.061 (meters)     597.31  (feet)  COMP
 JX1122  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 JX1122
 JX1122  VERT ORDER  -  FIRST     CLASS II
 JX1122
 JX1122.The horizontal coordinates were scaled from a topographic map and have
 JX1122.an estimated accuracy of +/- 6 seconds.
 JX1122
 JX1122.The orthometric height was determined by differential leveling
 JX1122.and adjusted by the National Geodetic Survey in June 1991..
 JX1122.WARNING-Repeat measurements at this control monument indicate possible
 JX1122.vertical movement.
 JX1122
 JX1122.The geoid height was determined by GEOID03.
 JX1122
 JX1122.The dynamic height is computed by dividing the NAVD 88
 JX1122.geopotential number by the normal gravity value computed on the
 JX1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1122.degrees latitude (g = 980.6199 gals.).
 JX1122
 JX1122.The modeled gravity was interpolated from observed gravity values.
 JX1122
 JX1122;                    North         East    Units  Estimated Accuracy
 JX1122;SPC WV S     -   231,600.      534,820.      MT  (+/- 180 meters Scaled)
 JX1122
 JX1122                          SUPERSEDED SURVEY CONTROL
 JX1122
 JX1122  NGVD 29 (??/??/92)  182.438  (m)          598.55   (f) ADJ UNCH    1 2
 JX1122
 JX1122.Superseded values are not recommended for survey control.
 JX1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1122.See file dsdata.txt to determine how the superseded data were derived.
 JX1122
 JX1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD348263(NAD 83)
 JX1122_MARKER: DB = BENCH MARK DISK
 JX1122_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1122_STAMPING: E 101 1956
 JX1122_MARK LOGO: CGS   
 JX1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1122+STABILITY: SURFACE MOTION
 JX1122
 JX1122  HISTORY     - Date     Condition        Report By
 JX1122  HISTORY     - 1956     MONUMENTED       CGS
 JX1122  HISTORY     - 1963     GOOD             NGS
 JX1122  HISTORY     - 1984     GOOD             NGS
 JX1122
 JX1122                          STATION DESCRIPTION
 JX1122
 JX1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1122'3 MI S FROM BELLEVILLE.
 JX1122'3.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1122'STATION AT BELLEVILLE, 17 1/2 FEET SOUTHEAST OF SOUTHEAST
 JX1122'RAIL, 42 FEET NORTHWEST OF CENTER LINE OF STATE HIGHWAY 2,
 JX1122'197 FEET NORTH AND ACROSS HIGHWAY FROM THE NORTH CORNER OF A
 JX1122'2-STORY FRAME HOUSE, 289 FEET SOUTHWEST OF RAILROAD SIGN POST
 JX1122'LONE CEDAR, 37 1/2 FEET EAST-SOUTHEAST AND ACROSS TRACK FROM
 JX1122'TELEPHONE POLE NO. 114/33, IN THE TOP OF THE WEST CORNER OF
 JX1122'CONCRETE WALL OF A 2-FOOT SQUARE CATCH BASIN AND ABOUT 3 FEET
 JX1122'BELOW LEVEL OF TRACK.
 JX1122
 JX1122                          STATION RECOVERY (1963)
 JX1122
 JX1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1122'RECOVERED IN GOOD CONDITION.
 JX1122
 JX1122                          STATION RECOVERY (1984)
 JX1122
 JX1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1292 ***********************************************************************
 JX1292  DESIGNATION -  E 102
 JX1292  PID         -  JX1292
 JX1292  STATE/COUNTY-  WV/WOOD
 JX1292  USGS QUAD   -  POND CREEK (1994)
 JX1292
 JX1292                         *CURRENT SURVEY CONTROL
 JX1292  ___________________________________________________________________
 JX1292* NAD 83(1986)-  39 03 56.     (N)    081 38 23.     (W)     SCALED    
 JX1292* NAVD 88     -       194.092  (meters)     636.78   (feet)  ADJUSTED  
 JX1292  ___________________________________________________________________
 JX1292  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JX1292  DYNAMIC HT  -         193.969 (meters)     636.38  (feet)  COMP
 JX1292  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 JX1292
 JX1292  VERT ORDER  -  SECOND    CLASS 0
 JX1292
 JX1292.The horizontal coordinates were scaled from a topographic map and have
 JX1292.an estimated accuracy of +/- 6 seconds.
 JX1292
 JX1292.The orthometric height was determined by differential leveling
 JX1292.and adjusted by the National Geodetic Survey in June 1991..
 JX1292
 JX1292.The geoid height was determined by GEOID03.
 JX1292
 JX1292.The dynamic height is computed by dividing the NAVD 88
 JX1292.geopotential number by the normal gravity value computed on the
 JX1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1292.degrees latitude (g = 980.6199 gals.).
 JX1292
 JX1292.The modeled gravity was interpolated from observed gravity values.
 JX1292
 JX1292;                    North         East    Units  Estimated Accuracy
 JX1292;SPC WV N     -    64,990.      414,830.      MT  (+/- 180 meters Scaled)
 JX1292
 JX1292                          SUPERSEDED SURVEY CONTROL
 JX1292
 JX1292  NGVD 29 (??/??/92)  194.256  (m)          637.32   (f) ADJ UNCH    2 0
 JX1292
 JX1292.Superseded values are not recommended for survey control.
 JX1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1292.See file dsdata.txt to determine how the superseded data were derived.
 JX1292
 JX1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD446242(NAD 83)
 JX1292_MARKER: DB = BENCH MARK DISK
 JX1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1292_STAMPING: E 102 1956
 JX1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1292+STABILITY: SURFACE MOTION
 JX1292
 JX1292  HISTORY     - Date     Condition        Report By
 JX1292  HISTORY     - 1956     MONUMENTED       CGS
 JX1292
 JX1292                          STATION DESCRIPTION
 JX1292
 JX1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1292'6.2 MI SW FROM ROCKPORT.
 JX1292'0.15 MILE SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1292'ROCKPORT, THENCE ABOUT 6.05 MILES SOUTHWEST AND WEST ALONG A
 JX1292'GRAVEL ROAD LEADING TO BELLEVILLE, ABOUT 0.35 MILE WEST OF
 JX1292'JUNCTION OF A ROAD LEADING NORTHEAST ALONG BEAR RUN, ABOUT 0.6
 JX1292'MILE EAST OF JUNCTION OF A NARROW GRAVEL ROAD LEADING
 JX1292'SOUTHEAST 42 FEET NORTH-NORTHEAST OF CENTER LINE OF ROAD, 115
 JX1292'FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF PORCH OF A 2-STORY
 JX1292'FRAME HOUSE, 37 FEET NORTHEAST OF EAST CORNER OF A 14-FOOT
 JX1292'WOODEN BRIDGE UNDER ROAD, 2 1/2 FEET NORTHWEST OF A 4-INCH
 JX1292'ELM TREE WHICH IS IN A FENCE CORNER, 2 FEET NORTH OF A WHITE
 JX1292'WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD AND
 JX1292'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2704 ***********************************************************************
 HX2704  DESIGNATION -  E 103
 HX2704  PID         -  HX2704
 HX2704  STATE/COUNTY-  WV/JACKSON
 HX2704  USGS QUAD   -  SANDYVILLE (1988)
 HX2704
 HX2704                         *CURRENT SURVEY CONTROL
 HX2704  ___________________________________________________________________
 HX2704* NAD 83(1986)-  38 54 36.     (N)    081 39 49.     (W)     SCALED    
 HX2704* NAVD 88     -       186.800  (meters)     612.86   (feet)  ADJUSTED  
 HX2704  ___________________________________________________________________
 HX2704  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HX2704  DYNAMIC HT  -         186.679 (meters)     612.46  (feet)  COMP
 HX2704  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 HX2704
 HX2704  VERT ORDER  -  SECOND    CLASS 0
 HX2704
 HX2704.The horizontal coordinates were scaled from a topographic map and have
 HX2704.an estimated accuracy of +/- 6 seconds.
 HX2704
 HX2704.The orthometric height was determined by differential leveling
 HX2704.and adjusted by the National Geodetic Survey in June 1991..
 HX2704
 HX2704.The geoid height was determined by GEOID03.
 HX2704
 HX2704.The dynamic height is computed by dividing the NAVD 88
 HX2704.geopotential number by the normal gravity value computed on the
 HX2704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2704.degrees latitude (g = 980.6199 gals.).
 HX2704
 HX2704.The modeled gravity was interpolated from observed gravity values.
 HX2704
 HX2704;                    North         East    Units  Estimated Accuracy
 HX2704;SPC WV S     -   212,200.      542,440.      MT  (+/- 180 meters Scaled)
 HX2704
 HX2704                          SUPERSEDED SURVEY CONTROL
 HX2704
 HX2704  NGVD 29 (??/??/92)  186.969  (m)          613.41   (f) ADJ UNCH    2 0
 HX2704
 HX2704.Superseded values are not recommended for survey control.
 HX2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2704.See file dsdata.txt to determine how the superseded data were derived.
 HX2704
 HX2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD424069(NAD 83)
 HX2704_MARKER: DB = BENCH MARK DISK
 HX2704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2704_SP_SET: BUILDING
 HX2704_STAMPING: E 103 1956
 HX2704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2704
 HX2704  HISTORY     - Date     Condition        Report By
 HX2704  HISTORY     - 1956     MONUMENTED       CGS
 HX2704  HISTORY     - 1976     GOOD             NGS
 HX2704
 HX2704                          STATION DESCRIPTION
 HX2704
 HX2704'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2704'AT NEW ERA.
 HX2704'AT NEW ERA, SET VERTICALLY IN THE SOUTHWEST FACE OF GILMORE HIGH
 HX2704'SCHOOL AUDITORIUM, 103 FEET NORTHWEST OF CENTER LINE OF U.S. HIGHWAY
 HX2704'21, 90 FEET NORTHEAST OF NORTHEAST RAIL OF BALTIMORE AND OHIO
 HX2704'RAILROAD, 19 1/2 FEET NORTHWEST OF SOUTH CORNER OF BUILDING AND
 HX2704'3 FEET ABOVE GROUND.
 HX2704
 HX2704                          STATION RECOVERY (1976)
 HX2704
 HX2704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2336 ***********************************************************************
 HX2336  DESIGNATION -  E 104
 HX2336  PID         -  HX2336
 HX2336  STATE/COUNTY-  WV/MASON
 HX2336  USGS QUAD   -  NEW HAVEN (1994)
 HX2336
 HX2336                         *CURRENT SURVEY CONTROL
 HX2336  ___________________________________________________________________
 HX2336* NAD 83(1986)-  38 55 33.     (N)    081 57 36.     (W)     SCALED    
 HX2336* NAVD 88     -       210.664  (meters)     691.15   (feet)  ADJUSTED  
 HX2336  ___________________________________________________________________
 HX2336  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HX2336  DYNAMIC HT  -         210.531 (meters)     690.72  (feet)  COMP
 HX2336  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 HX2336
 HX2336  VERT ORDER  -  SECOND    CLASS 0
 HX2336
 HX2336.The horizontal coordinates were scaled from a topographic map and have
 HX2336.an estimated accuracy of +/- 6 seconds.
 HX2336
 HX2336.The orthometric height was determined by differential leveling
 HX2336.and adjusted by the National Geodetic Survey in June 1991..
 HX2336
 HX2336.The geoid height was determined by GEOID03.
 HX2336
 HX2336.The dynamic height is computed by dividing the NAVD 88
 HX2336.geopotential number by the normal gravity value computed on the
 HX2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2336.degrees latitude (g = 980.6199 gals.).
 HX2336
 HX2336.The modeled gravity was interpolated from observed gravity values.
 HX2336
 HX2336;                    North         East    Units  Estimated Accuracy
 HX2336;SPC WV S     -   214,190.      516,750.      MT  (+/- 180 meters Scaled)
 HX2336
 HX2336                          SUPERSEDED SURVEY CONTROL
 HX2336
 HX2336  NGVD 29 (??/??/92)  210.862  (m)          691.80   (f) ADJ UNCH    2 0
 HX2336
 HX2336.Superseded values are not recommended for survey control.
 HX2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2336.See file dsdata.txt to determine how the superseded data were derived.
 HX2336
 HX2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD167089(NAD 83)
 HX2336_MARKER: DB = BENCH MARK DISK
 HX2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2336_STAMPING: E 104 1956
 HX2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2336+STABILITY: SURFACE MOTION
 HX2336
 HX2336  HISTORY     - Date     Condition        Report By
 HX2336  HISTORY     - 1956     MONUMENTED       CGS
 HX2336  HISTORY     - 1976     GOOD             NGS
 HX2336  HISTORY     - 1984     GOOD             NGS
 HX2336
 HX2336                          STATION DESCRIPTION
 HX2336
 HX2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2336'5.6 MI NW FROM LETART.
 HX2336'ABOUT 2.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2336'THE STATION AT LETART, THENCE ABOUT 3.05 MILES WEST ALONG A GRAVEL
 HX2336'ROAD, AT VERNON E.U.B. CHURCH, AT JUNCTION OF A GRAVEL ROAD
 HX2336'NORTH, 45 FEET SOUTHWEST OF CENTER LINE OF ROAD, 136 FEET EAST
 HX2336'OF NORTHEAST CORNER OF CHURCH BUILDING, 67 FEET SOUTH-SOUTHWEST OF
 HX2336'CENTER OF JUNCTION OF ROADS, 42 FEET NORTH OF CENTER LINE OF
 HX2336'DRIVE TO CHURCH, 32 FEET NORTHWEST OF POWER POLE NO. 661D17/3720,
 HX2336'38 FEET SOUTHEAST OF A 24-INCH MAPLE TREE, ABOUT 6 FEET ABOVE
 HX2336'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX2336'1 INCH.
 HX2336
 HX2336                          STATION RECOVERY (1976)
 HX2336
 HX2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2336'RECOVERED IN GOOD CONDITION.
 HX2336
 HX2336                          STATION RECOVERY (1984)
 HX2336
 HX2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2391 ***********************************************************************
 HX2391  DESIGNATION -  E 105
 HX2391  PID         -  HX2391
 HX2391  STATE/COUNTY-  WV/JACKSON
 HX2391  USGS QUAD   -  SISSONVILLE (1958)
 HX2391
 HX2391                         *CURRENT SURVEY CONTROL
 HX2391  ___________________________________________________________________
 HX2391* NAD 83(1986)-  38 36 10.     (N)    081 38 55.     (W)     SCALED    
 HX2391* NAVD 88     -       198.720  (meters)     651.97   (feet)  ADJUSTED  
 HX2391  ___________________________________________________________________
 HX2391  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX2391  DYNAMIC HT  -         198.585 (meters)     651.52  (feet)  COMP
 HX2391  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 HX2391
 HX2391  VERT ORDER  -  SECOND    CLASS 0
 HX2391
 HX2391.The horizontal coordinates were scaled from a topographic map and have
 HX2391.an estimated accuracy of +/- 6 seconds.
 HX2391
 HX2391.The orthometric height was determined by differential leveling
 HX2391.and adjusted by the National Geodetic Survey in June 1991..
 HX2391
 HX2391.The geoid height was determined by GEOID03.
 HX2391
 HX2391.The dynamic height is computed by dividing the NAVD 88
 HX2391.geopotential number by the normal gravity value computed on the
 HX2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2391.degrees latitude (g = 980.6199 gals.).
 HX2391
 HX2391.The modeled gravity was interpolated from observed gravity values.
 HX2391
 HX2391;                    North         East    Units  Estimated Accuracy
 HX2391;SPC WV S     -   178,090.      543,500.      MT  (+/- 180 meters Scaled)
 HX2391
 HX2391                          SUPERSEDED SURVEY CONTROL
 HX2391
 HX2391  NGVD 29 (??/??/92)  198.904  (m)          652.57   (f) ADJ UNCH    2 0
 HX2391
 HX2391.Superseded values are not recommended for survey control.
 HX2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2391.See file dsdata.txt to determine how the superseded data were derived.
 HX2391
 HX2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC435728(NAD 83)
 HX2391_MARKER: DB = BENCH MARK DISK
 HX2391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2391_SP_SET: CATCH BASIN
 HX2391_STAMPING: E 105 1956
 HX2391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2391
 HX2391  HISTORY     - Date     Condition        Report By
 HX2391  HISTORY     - 1956     MONUMENTED       CGS
 HX2391
 HX2391                          STATION DESCRIPTION
 HX2391
 HX2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2391'6.4 MI S FROM KENNA.
 HX2391'ABOUT 6.4 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION
 HX2391'OF ROAD EAST TO KENTUCK AT KENNA, ABOUT 6.65 MILES NORTH ALONG
 HX2391'HIGHWAY 21 FROM THE HIGH SCHOOL AT SISSONVILLE, ABOUT 0.7
 HX2391'MILE SOUTH OF JUNCTION OF A GRAVEL ROAD WEST INTO DOG FORK,
 HX2391'82 YARDS SOUTH-SOUTHEAST OF A FOOT BRIDGE WEST TO A FARM HOUSE,
 HX2391'16 1/2 FEET EAST OF CENTER LINE OF HIGHWAY, AT ABOUT RIGHT ANGLE
 HX2391'ACROSS HIGHWAY FROM A STEEP GABLED FARM HOUSE, IN THE TOP OF
 HX2391'SOUTH END OF THE EAST WALL OF A STONE MASONRY CATCH BASIN FOR A
 HX2391'15-INCH PIPE CULVERT UNDER HIGHWAY AND ABOUT 1 1/2 FEET BELOW
 HX2391'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2502 ***********************************************************************
 HX2502  DESIGNATION -  E 106
 HX2502  PID         -  HX2502
 HX2502  STATE/COUNTY-  WV/JACKSON
 HX2502  USGS QUAD   -  KENNA (1975)
 HX2502
 HX2502                         *CURRENT SURVEY CONTROL
 HX2502  ___________________________________________________________________
 HX2502* NAD 83(1986)-  38 44 37.     (N)    081 37 34.     (W)     SCALED    
 HX2502* NAVD 88     -       196.090  (meters)     643.34   (feet)  ADJUSTED  
 HX2502  ___________________________________________________________________
 HX2502  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HX2502  DYNAMIC HT  -         195.960 (meters)     642.91  (feet)  COMP
 HX2502  MODELED GRAV-     979,960.8   (mgal)                       NAVD 88
 HX2502
 HX2502  VERT ORDER  -  SECOND    CLASS 0
 HX2502
 HX2502.The horizontal coordinates were scaled from a topographic map and have
 HX2502.an estimated accuracy of +/- 6 seconds.
 HX2502
 HX2502.The orthometric height was determined by differential leveling
 HX2502.and adjusted by the National Geodetic Survey in June 1991..
 HX2502
 HX2502.The geoid height was determined by GEOID03.
 HX2502
 HX2502.The dynamic height is computed by dividing the NAVD 88
 HX2502.geopotential number by the normal gravity value computed on the
 HX2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2502.degrees latitude (g = 980.6199 gals.).
 HX2502
 HX2502.The modeled gravity was interpolated from observed gravity values.
 HX2502
 HX2502;                    North         East    Units  Estimated Accuracy
 HX2502;SPC WV S     -   193,710.      545,570.      MT  (+/- 180 meters Scaled)
 HX2502
 HX2502                          SUPERSEDED SURVEY CONTROL
 HX2502
 HX2502  NGVD 29 (??/??/92)  196.267  (m)          643.92   (f) ADJ UNCH    2 0
 HX2502
 HX2502.Superseded values are not recommended for survey control.
 HX2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2502.See file dsdata.txt to determine how the superseded data were derived.
 HX2502
 HX2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC455885(NAD 83)
 HX2502_MARKER: DB = BENCH MARK DISK
 HX2502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2502_SP_SET: CULVERT
 HX2502_STAMPING: E 106 1956
 HX2502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2502
 HX2502  HISTORY     - Date     Condition        Report By
 HX2502  HISTORY     - 1956     MONUMENTED       CGS
 HX2502
 HX2502                          STATION DESCRIPTION
 HX2502
 HX2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2502'AT STATTS MILL.
 HX2502'AT STATTS MILLS, ABOUT 0.15 MILE NORTHWEST ALONG A GRAVEL ROAD
 HX2502'FROM THE POST OFFICE, ABOUT 0.1 MILE NORTH OF COVERED BRIDGE
 HX2502'OVER TUG FORK, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 HX2502'CONCRETE HEAD WALL OF AN 8-FOOT CONCRETE AND STONE CULVERT UNDER
 HX2502'ROAD, 12 FEET SOUTHEAST OF CENTER LINE OF ROAD AND ON THE OUTSIDE
 HX2502'OF SHARP CURVE IN ROAD AND ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD.
 HX2502'NOTE-- THE SPELLING OF TOWN OF STATTS MILLS IS SHOWN ON USGS
 HX2502'QUADRANGLE SHEET AND ON COUNTY MAPS AS STAATS MILLS WHEREAS
 HX2502'THE SPELLING ON HIGHWAY SIGNS, POST OFFICE, STORE ETC. IS
 HX2502'STATTS MILLS.  THE POSTMASTER AT STATTS MILLS WAS CONTACTED AND
 HX2502'HE STATED THAT THE TOWN WAS ORIGINALLY NAMED STAATS MILLS, BUT
 HX2502'WAS CHANGED TO STATTS MILLS SOME YEARS AGO DUE TO MIX-UP IN
 HX2502'MAIL BEING SENT TO ANOTHER POST OFFICE OF SIMILAR NAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2459 ***********************************************************************
 HX2459  DESIGNATION -  E 107
 HX2459  PID         -  HX2459
 HX2459  STATE/COUNTY-  WV/JACKSON
 HX2459  USGS QUAD   -  RIPLEY (1975)
 HX2459
 HX2459                         *CURRENT SURVEY CONTROL
 HX2459  ___________________________________________________________________
 HX2459* NAD 83(1986)-  38 47 34.     (N)    081 44 41.     (W)     SCALED    
 HX2459* NAVD 88     -       225.645  (meters)     740.30   (feet)  ADJUSTED  
 HX2459  ___________________________________________________________________
 HX2459  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HX2459  DYNAMIC HT  -         225.497 (meters)     739.82  (feet)  COMP
 HX2459  MODELED GRAV-     979,966.0   (mgal)                       NAVD 88
 HX2459
 HX2459  VERT ORDER  -  SECOND    CLASS 0
 HX2459
 HX2459.The horizontal coordinates were scaled from a topographic map and have
 HX2459.an estimated accuracy of +/- 6 seconds.
 HX2459
 HX2459.The orthometric height was determined by differential leveling
 HX2459.and adjusted by the National Geodetic Survey in June 1991..
 HX2459
 HX2459.The geoid height was determined by GEOID03.
 HX2459
 HX2459.The dynamic height is computed by dividing the NAVD 88
 HX2459.geopotential number by the normal gravity value computed on the
 HX2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2459.degrees latitude (g = 980.6199 gals.).
 HX2459
 HX2459.The modeled gravity was interpolated from observed gravity values.
 HX2459
 HX2459;                    North         East    Units  Estimated Accuracy
 HX2459;SPC WV S     -   199,240.      535,300.      MT  (+/- 180 meters Scaled)
 HX2459
 HX2459                          SUPERSEDED SURVEY CONTROL
 HX2459
 HX2459  NGVD 29 (??/??/92)  225.825  (m)          740.89   (f) ADJ UNCH    2 0
 HX2459
 HX2459.Superseded values are not recommended for survey control.
 HX2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2459.See file dsdata.txt to determine how the superseded data were derived.
 HX2459
 HX2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC353940(NAD 83)
 HX2459_MARKER: DB = BENCH MARK DISK
 HX2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2459_STAMPING: E 107 1956
 HX2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2459+STABILITY: SURFACE MOTION
 HX2459
 HX2459  HISTORY     - Date     Condition        Report By
 HX2459  HISTORY     - 1956     MONUMENTED       CGS
 HX2459
 HX2459                          STATION DESCRIPTION
 HX2459
 HX2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2459'3.6 MI SW FROM RIPLEY.
 HX2459'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HX2459'RIPLEY, THENCE ABOUT 3.1 MILES SOUTH AND SOUTHWEST ALONG A NARROW
 HX2459'GRAVEL ROAD, ABOUT 0.9 MILE NORTHEAST OF JUNCTION OF GIVEN-EVANS
 HX2459'GRAVEL ROAD AND BRIDGE OVER GRASS RUN, ABOUT 0.4 MILE NORTH OF FORD
 HX2459'ACROSS GRASS RUN, ABOUT 84 YARDS SOUTHEAST OF CENTER OF JUNCTION
 HX2459'OF A ROAD SOUTHWEST TO MT. MORIAH CHURCH AND CEMETERY, 11 1/2
 HX2459'FEET SOUTHWEST OF CENTER LINE OF ROAD, 1 FOOT NORTHEAST OF A
 HX2459'FENCE LINE, 63 1/2 FEET SOUTHEAST OF A FENCE CORNER, 21 1/2
 HX2459'FEET SOUTHEAST OF A 6-INCH CEDAR TREE, 122 FEET NORTHWEST OF
 HX2459'POWER POLE NO. 48-7727 811 B 14, 2 FEET SOUTHEAST OF A WHITE
 HX2459'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN TH TOP OF
 HX2459'A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS REACHED FROM
 HX2459'EVANS, JACKSON COUNTY BY GOING ABOUT 0.7 MIE SOUTHWEST ALONG
 HX2459'STATE HIGHWAY 87 FROM THE JUNCTION OF U.S. HIGHWAY 33, THENCE
 HX2459'ABOUT 3.9 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO GIVEN,
 HX2459'THENCE ABOUT 0.9 MILE NORTHEAST ALONG A NARROW GRAVEL ROAD
 HX2459'LEADING TO RIPLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0789 ***********************************************************************
 HY0789  DESIGNATION -  E 109
 HY0789  PID         -  HY0789
 HY0789  STATE/COUNTY-  WV/WAYNE
 HY0789  USGS QUAD   -  CATLETTSBURG (1985)
 HY0789
 HY0789                         *CURRENT SURVEY CONTROL
 HY0789  ___________________________________________________________________
 HY0789* NAD 83(1986)-  38 23 47.     (N)    082 31 34.     (W)     SCALED    
 HY0789* NAVD 88     -       168.606  (meters)     553.17   (feet)  ADJUSTED  
 HY0789  ___________________________________________________________________
 HY0789  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HY0789  DYNAMIC HT  -         168.491 (meters)     552.79  (feet)  COMP
 HY0789  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 HY0789
 HY0789  VERT ORDER  -  FIRST     CLASS II
 HY0789
 HY0789.The horizontal coordinates were scaled from a topographic map and have
 HY0789.an estimated accuracy of +/- 6 seconds.
 HY0789
 HY0789.The orthometric height was determined by differential leveling
 HY0789.and adjusted by the National Geodetic Survey in June 1991..
 HY0789.WARNING-Repeat measurements at this control monument indicate possible
 HY0789.vertical movement.
 HY0789
 HY0789.The geoid height was determined by GEOID03.
 HY0789
 HY0789.The dynamic height is computed by dividing the NAVD 88
 HY0789.geopotential number by the normal gravity value computed on the
 HY0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0789.degrees latitude (g = 980.6199 gals.).
 HY0789
 HY0789.The modeled gravity was interpolated from observed gravity values.
 HY0789
 HY0789;                    North         East    Units  Estimated Accuracy
 HY0789;SPC WV S     -   156,080.      466,700.      MT  (+/- 180 meters Scaled)
 HY0789
 HY0789                          SUPERSEDED SURVEY CONTROL
 HY0789
 HY0789  NGVD 29 (??/??/92)  168.788  (m)          553.77   (f) ADJ UNCH    1 2
 HY0789
 HY0789.Superseded values are not recommended for survey control.
 HY0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0789.See file dsdata.txt to determine how the superseded data were derived.
 HY0789
 HY0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC667508(NAD 83)
 HY0789_MARKER: DB = BENCH MARK DISK
 HY0789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0789_SP_SET: FLOOD WALL GATE ABUTMENT
 HY0789_STAMPING: E 109 1956
 HY0789_MARK LOGO: CGS   
 HY0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0789
 HY0789  HISTORY     - Date     Condition        Report By
 HY0789  HISTORY     - 1956     MONUMENTED       CGS
 HY0789  HISTORY     - 1984     GOOD             NGS
 HY0789
 HY0789                          STATION DESCRIPTION
 HY0789
 HY0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0789'1.4 MI E FROM CEREDO.
 HY0789'ABOUT 1.4 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY0789'THE CROSSING OF MAIN STREET AT CEREDO, ABOUT 145 YARDS EAST OF
 HY0789'MILE POST 509, AT CROSSING OF NORTH-SOUTH FLOOD WALL, 79 FEET
 HY0789'NORTH OF NORTH RAIL OF NORTH RAIL, 21 FEET NORTH OF CENTER LINE
 HY0789'OF PIEDMONT ROAD (OLD HIGHWAY 60), SET VERTICALLY IN THE WEST
 HY0789'FACE OF GATE ABUTMENT OF FLOOD WALL, 2 FEET ABOVE GROUND AND
 HY0789'ABOUT 2 FEET ABOVE LEVEL OF OLD HIGHWAY.
 HY0789
 HY0789                          STATION RECOVERY (1984)
 HY0789
 HY0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1513 ***********************************************************************
 HX1513  DESIGNATION -  E 11
 HX1513  PID         -  HX1513
 HX1513  STATE/COUNTY-  WV/BRAXTON
 HX1513  USGS QUAD   -  GASSAWAY (1976)
 HX1513
 HX1513                         *CURRENT SURVEY CONTROL
 HX1513  ___________________________________________________________________
 HX1513* NAD 83(1986)-  38 40 26.     (N)    080 45 58.     (W)     SCALED    
 HX1513* NAVD 88     -       254.764  (meters)     835.84   (feet)  ADJUSTED  
 HX1513  ___________________________________________________________________
 HX1513  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HX1513  DYNAMIC HT  -         254.592 (meters)     835.27  (feet)  COMP
 HX1513  MODELED GRAV-     979,946.5   (mgal)                       NAVD 88
 HX1513
 HX1513  VERT ORDER  -  SECOND    CLASS 0
 HX1513
 HX1513.The horizontal coordinates were scaled from a topographic map and have
 HX1513.an estimated accuracy of +/- 6 seconds.
 HX1513
 HX1513.The orthometric height was determined by differential leveling
 HX1513.and adjusted by the National Geodetic Survey in June 1991..
 HX1513
 HX1513.The geoid height was determined by GEOID03.
 HX1513
 HX1513.The dynamic height is computed by dividing the NAVD 88
 HX1513.geopotential number by the normal gravity value computed on the
 HX1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1513.degrees latitude (g = 980.6199 gals.).
 HX1513
 HX1513.The modeled gravity was interpolated from observed gravity values.
 HX1513
 HX1513;                    North         East    Units  Estimated Accuracy
 HX1513;SPC WV S     -   185,810.      620,350.      MT  (+/- 180 meters Scaled)
 HX1513
 HX1513                          SUPERSEDED SURVEY CONTROL
 HX1513
 HX1513  NGVD 29 (??/??/92)  254.948  (m)          836.44   (f) ADJ UNCH    2 0
 HX1513
 HX1513.Superseded values are not recommended for survey control.
 HX1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1513.See file dsdata.txt to determine how the superseded data were derived.
 HX1513
 HX1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC203806(NAD 83)
 HX1513_MARKER: DB = BENCH MARK DISK
 HX1513_SETTING: 66 = SET IN ROCK OUTCROP
 HX1513_SP_SET: ROCK OUTCROP
 HX1513_STAMPING: E 11 1933
 HX1513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1513+STABILITY: POSITION/ELEVATION WELL
 HX1513
 HX1513  HISTORY     - Date     Condition        Report By
 HX1513  HISTORY     - 1933     MONUMENTED       CGS
 HX1513  HISTORY     - 1965     MARK NOT FOUND   NGS
 HX1513
 HX1513                          STATION DESCRIPTION
 HX1513
 HX1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1513'0.4 MI N FROM GASSAWAY.
 HX1513'0.4 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 HX1513'GASSAWAY, BRAXTON COUNTY, 630 YARDS EAST OF THE BRIDGE OVER ELK RIVER,
 HX1513'AT THE WEST END OF A LONG SHALLOW CURVE, IN THE TOP OF A LEDGE OF
 HX1513'A LARGE ROCK OUTCROP, 6 YARDS NORTH OF THE CENTERLINE OF THE
 HX1513'HIGHWAY, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 HX1513'STAMPED E 11 1933.
 HX1513
 HX1513                          STATION RECOVERY (1965)
 HX1513
 HX1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HX1513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2326 ***********************************************************************
 HX2326  DESIGNATION -  E 110
 HX2326  PID         -  HX2326
 HX2326  STATE/COUNTY-  WV/MASON
 HX2326  USGS QUAD   -  MOUNT ALTO (1994)
 HX2326
 HX2326                         *CURRENT SURVEY CONTROL
 HX2326  ___________________________________________________________________
 HX2326* NAD 83(1986)-  38 50 19.     (N)    081 55 24.     (W)     SCALED    
 HX2326* NAVD 88     -       280.721  (meters)     921.00   (feet)  ADJUSTED  
 HX2326  ___________________________________________________________________
 HX2326  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HX2326  DYNAMIC HT  -         280.540 (meters)     920.40  (feet)  COMP
 HX2326  MODELED GRAV-     979,975.8   (mgal)                       NAVD 88
 HX2326
 HX2326  VERT ORDER  -  SECOND    CLASS 0
 HX2326
 HX2326.The horizontal coordinates were scaled from a topographic map and have
 HX2326.an estimated accuracy of +/- 6 seconds.
 HX2326
 HX2326.The orthometric height was determined by differential leveling
 HX2326.and adjusted by the National Geodetic Survey in June 1991..
 HX2326
 HX2326.The geoid height was determined by GEOID03.
 HX2326
 HX2326.The dynamic height is computed by dividing the NAVD 88
 HX2326.geopotential number by the normal gravity value computed on the
 HX2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2326.degrees latitude (g = 980.6199 gals.).
 HX2326
 HX2326.The modeled gravity was interpolated from observed gravity values.
 HX2326
 HX2326;                    North         East    Units  Estimated Accuracy
 HX2326;SPC WV S     -   204,470.      519,840.      MT  (+/- 180 meters Scaled)
 HX2326
 HX2326                          SUPERSEDED SURVEY CONTROL
 HX2326
 HX2326  NGVD 29 (??/??/92)  280.902  (m)          921.59   (f) ADJ UNCH    2 0
 HX2326
 HX2326.Superseded values are not recommended for survey control.
 HX2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2326.See file dsdata.txt to determine how the superseded data were derived.
 HX2326
 HX2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC198992(NAD 83)
 HX2326_MARKER: DB = BENCH MARK DISK
 HX2326_SETTING: 66 = SET IN ROCK OUTCROP
 HX2326_SP_SET: ROCK OUTCROP
 HX2326_STAMPING: E 110 1956
 HX2326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2326+STABILITY: POSITION/ELEVATION WELL
 HX2326
 HX2326  HISTORY     - Date     Condition        Report By
 HX2326  HISTORY     - 1956     MONUMENTED       CGS
 HX2326  HISTORY     - 1984     GOOD             NGS
 HX2326
 HX2326                          STATION DESCRIPTION
 HX2326
 HX2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2326'5.8 MI E FROM FLATROCK.
 HX2326'ABOUT 5.75 MILES EAST ALONG STATE HIGHWAY 2 FROM THE CROSSROADS
 HX2326'AT FLATROCK, NEAR THE WEST POINT OF JUNCTION TRIANGLE OF JUNCTION
 HX2326'OF STATE HIGHWAY 87, SET IN THE TOP OF LARGE OUTCROPPING LEDGE OF
 HX2326'A ROCK CUT, 34 FEET NORTH-NORTHEAST OF CENTER LINE OF HIGHWAY 2,
 HX2326'36 FEET NORTHEAST AND ACROSS HIGHWAY 2 FROM CENTER LINE OF HIGHWAY
 HX2326'87 LEADING SOUTHEAST, 41 FEET NORTHWEST OF NORTHWEST END OF
 HX2326'NORTHEAST HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER HIGHWAY 2,
 HX2326'3/4 FEET NORTH AND ABOUT 1/3 FOOT ABOVE TOP OF A 12-INCH TRIANGLE
 HX2326'CHISELED IN FACE OF LEDGE AND ABOUT 2 1/2 FEET ABOVE LEVEL OF
 HX2326'HIGHWAY 2.
 HX2326
 HX2326                          STATION RECOVERY (1984)
 HX2326
 HX2326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2325 ***********************************************************************
 HX2325  DESIGNATION -  E 111
 HX2325  PID         -  HX2325
 HX2325  STATE/COUNTY-  WV/MASON
 HX2325  USGS QUAD   -  MOUNT ALTO (1994)
 HX2325
 HX2325                         *CURRENT SURVEY CONTROL
 HX2325  ___________________________________________________________________
 HX2325* NAD 83(1986)-  38 49 34.     (N)    081 54 58.     (W)     SCALED    
 HX2325* NAVD 88     -       282.692  (meters)     927.47   (feet)  ADJUSTED  
 HX2325  ___________________________________________________________________
 HX2325  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HX2325  DYNAMIC HT  -         282.509 (meters)     926.86  (feet)  COMP
 HX2325  MODELED GRAV-     979,972.1   (mgal)                       NAVD 88
 HX2325
 HX2325  VERT ORDER  -  SECOND    CLASS 0
 HX2325
 HX2325.The horizontal coordinates were scaled from a topographic map and have
 HX2325.an estimated accuracy of +/- 6 seconds.
 HX2325
 HX2325.The orthometric height was determined by differential leveling
 HX2325.and adjusted by the National Geodetic Survey in June 1991..
 HX2325
 HX2325.The geoid height was determined by GEOID03.
 HX2325
 HX2325.The dynamic height is computed by dividing the NAVD 88
 HX2325.geopotential number by the normal gravity value computed on the
 HX2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2325.degrees latitude (g = 980.6199 gals.).
 HX2325
 HX2325.The modeled gravity was interpolated from observed gravity values.
 HX2325
 HX2325;                    North         East    Units  Estimated Accuracy
 HX2325;SPC WV S     -   203,080.      520,450.      MT  (+/- 180 meters Scaled)
 HX2325
 HX2325                          SUPERSEDED SURVEY CONTROL
 HX2325
 HX2325  NGVD 29 (??/??/92)  282.874  (m)          928.06   (f) ADJ UNCH    2 0
 HX2325
 HX2325.Superseded values are not recommended for survey control.
 HX2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2325.See file dsdata.txt to determine how the superseded data were derived.
 HX2325
 HX2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC204978(NAD 83)
 HX2325_MARKER: DB = BENCH MARK DISK
 HX2325_SETTING: 66 = SET IN ROCK OUTCROP
 HX2325_SP_SET: ROCK CUT
 HX2325_STAMPING: E 111 1956
 HX2325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2325+STABILITY: POSITION/ELEVATION WELL
 HX2325
 HX2325  HISTORY     - Date     Condition        Report By
 HX2325  HISTORY     - 1956     MONUMENTED       CGS
 HX2325
 HX2325                          STATION DESCRIPTION
 HX2325
 HX2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2325'6.8 MI SE FROM FLATROCK.
 HX2325'ABOUT 5.75 MILES EAST ALONG STATE HIGHWAY 2 FROM THE CROSSROADS AT
 HX2325'FLATROCK, THENCE ABOUT 1.05 MILES SOUTHEAST ALONG STATE HIGHWAY 87,
 HX2325'ABOUT 0.15 MILE SOUTH OF JORDANS GROCERY, 19 FEET EAST OF CENTER
 HX2325'LINE OF HIGHWAY, SET VERTICALLY IN WEST FACE OF A ROCK CUT, 335
 HX2325'FEET NORTH OF CENTER OF JUNCTION OF HIGHWAY AND A DRIVE SOUTHEAST
 HX2325'TO A HOUSE, 203 FEET NORTH-NORTHEAST OF A POWER POLE WITH A
 HX2325'TRANSFORMER AND BRANCH LINE EAST, 57 FEET SOUTH OF NORTH END OF CUT,
 HX2325'16 FEET NORTHWEST AND BELOW POWER POLE NO. 47-8159/ 78 3A 13,
 HX2325'AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0274 ***********************************************************************
 HY0274  DESIGNATION -  E 112
 HY0274  PID         -  HY0274
 HY0274  STATE/COUNTY-  WV/MASON
 HY0274  USGS QUAD   -  APPLE GROVE (1987)
 HY0274
 HY0274                         *CURRENT SURVEY CONTROL
 HY0274  ___________________________________________________________________
 HY0274* NAD 83(1986)-  38 44 19.     (N)    082 07 46.     (W)     SCALED    
 HY0274* NAVD 88     -       185.168  (meters)     607.51   (feet)  ADJUSTED  
 HY0274  ___________________________________________________________________
 HY0274  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HY0274  DYNAMIC HT  -         185.049 (meters)     607.11  (feet)  COMP
 HY0274  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 HY0274
 HY0274  VERT ORDER  -  SECOND    CLASS 0
 HY0274
 HY0274.The horizontal coordinates were scaled from a topographic map and have
 HY0274.an estimated accuracy of +/- 6 seconds.
 HY0274
 HY0274.The orthometric height was determined by differential leveling
 HY0274.and adjusted by the National Geodetic Survey in June 1991..
 HY0274
 HY0274.The geoid height was determined by GEOID03.
 HY0274
 HY0274.The dynamic height is computed by dividing the NAVD 88
 HY0274.geopotential number by the normal gravity value computed on the
 HY0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0274.degrees latitude (g = 980.6199 gals.).
 HY0274
 HY0274.The modeled gravity was interpolated from observed gravity values.
 HY0274
 HY0274;                    North         East    Units  Estimated Accuracy
 HY0274;SPC WV S     -   193,570.      501,810.      MT  (+/- 180 meters Scaled)
 HY0274
 HY0274                          SUPERSEDED SURVEY CONTROL
 HY0274
 HY0274  NGVD 29 (??/??/92)  185.352  (m)          608.11   (f) ADJ UNCH    2 0
 HY0274
 HY0274.Superseded values are not recommended for survey control.
 HY0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0274.See file dsdata.txt to determine how the superseded data were derived.
 HY0274
 HY0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC018883(NAD 83)
 HY0274_MARKER: DB = BENCH MARK DISK
 HY0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0274_STAMPING: E 112 1956
 HY0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0274+STABILITY: SURFACE MOTION
 HY0274
 HY0274  HISTORY     - Date     Condition        Report By
 HY0274  HISTORY     - 1956     MONUMENTED       CGS
 HY0274
 HY0274                          STATION DESCRIPTION
 HY0274
 HY0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0274'4.9 MI SE FROM BEALE.
 HY0274'1.6 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE SCHOOL AT
 HY0274'BEALE, THENCE ABOUT 3.3 MILES EAST ALONG A GRAVEL ROAD LEADING
 HY0274'TO ARLEE, ABOUT 2.0 MILES WEST ALONG A GRAVEL ROAD FROM ROAD
 HY0274'JUNCTION AND J.H. CAUDILL STORE AT ARLEE, ABOUT 0.1 MILE
 HY0274'NORTHWEST OF MOHR BROTHERS GROCERY STORE, ABOUT 0.7 MILE WEST OF
 HY0274'ZION BAPTIST CHURCH, 19 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 HY0274'42 1/2 FEET NORTHEAST OF EAST CORNER OF OGDEN STEVENS RESIDENCE,
 HY0274'30 1/2 FEET SOUTHEAST OF SOUTHEAST SIDE OF A CONCRETE WALK TO
 HY0274'HOUSE, 63 FEET SOUTHEAST OF CENTER LINE OF DRIVE WAY, 1 FOOT
 HY0274'SOUTHEAST OF EAST CORNER OF LAWN FENCE, 1 1/2 FEET SOUTH OF A
 HY0274'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND
 HY0274'SET IN THE TOP OF A CONCRETE POST PROJETING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2438 ***********************************************************************
 HX2438  DESIGNATION -  E 113
 HX2438  PID         -  HX2438
 HX2438  STATE/COUNTY-  WV/PUTNAM
 HX2438  USGS QUAD   -  ELMWOOD (1975)
 HX2438
 HX2438                         *CURRENT SURVEY CONTROL
 HX2438  ___________________________________________________________________
 HX2438* NAD 83(1986)-  38 39 26.     (N)    081 49 59.     (W)     SCALED    
 HX2438* NAVD 88     -       305.804  (meters)    1003.29   (feet)  ADJUSTED  
 HX2438  ___________________________________________________________________
 HX2438  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HX2438  DYNAMIC HT  -         305.601 (meters)    1002.63  (feet)  COMP
 HX2438  MODELED GRAV-     979,955.7   (mgal)                       NAVD 88
 HX2438
 HX2438  VERT ORDER  -  SECOND    CLASS 0
 HX2438
 HX2438.The horizontal coordinates were scaled from a topographic map and have
 HX2438.an estimated accuracy of +/- 6 seconds.
 HX2438
 HX2438.The orthometric height was determined by differential leveling
 HX2438.and adjusted by the National Geodetic Survey in June 1991..
 HX2438
 HX2438.The geoid height was determined by GEOID03.
 HX2438
 HX2438.The dynamic height is computed by dividing the NAVD 88
 HX2438.geopotential number by the normal gravity value computed on the
 HX2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2438.degrees latitude (g = 980.6199 gals.).
 HX2438
 HX2438.The modeled gravity was interpolated from observed gravity values.
 HX2438
 HX2438;                    North         East    Units  Estimated Accuracy
 HX2438;SPC WV S     -   184,260.      527,490.      MT  (+/- 180 meters Scaled)
 HX2438
 HX2438                          SUPERSEDED SURVEY CONTROL
 HX2438
 HX2438  NGVD 29 (??/??/92)  305.996  (m)         1003.92   (f) ADJ UNCH    2 0
 HX2438
 HX2438.Superseded values are not recommended for survey control.
 HX2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2438.See file dsdata.txt to determine how the superseded data were derived.
 HX2438
 HX2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC275790(NAD 83)
 HX2438_MARKER: DB = BENCH MARK DISK
 HX2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2438_STAMPING: E 113 1956
 HX2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2438+STABILITY: SURFACE MOTION
 HX2438
 HX2438  HISTORY     - Date     Condition        Report By
 HX2438  HISTORY     - 1956     MONUMENTED       CGS
 HX2438
 HX2438                          STATION DESCRIPTION
 HX2438
 HX2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2438'10 MI E FROM ROBERTSBURG.
 HX2438'ABOUT 10.0 MILES EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HX2438'U.S. HIGHWAY 35 AND NORTH END OF HIGHWAY BRIDGE OVER EIGHTEENMILE
 HX2438'CREEK AT ROBERTSBURG, ABOUT 1.1 MILES WEST OF JUNCTION OF A DIRT ROAD
 HX2438'NORTH, 31 FEET SOUTHEAST OF CENTER LINE OF ROAD, 124 FEET
 HX2438'NORTH-NORTHEAST OF NORTHEAST CORNER OF A 1-STORY WHITE FRAME
 HX2438'HOUSE OWNED BY J.E. COLEMAN, 93 FEET NORTH OF POWER POLE NO.
 HX2438'46-7618/977-A-19 WITH A TRANSFORMER, 68 FEET NORTHWEST AND
 HX2438'ACROSS A DRIVE FROM NORTHWEST CORNER OF A GARAGE, 17 FEET WEST
 HX2438'OF CENTER LINE OF DRIVE, ABOUT 5 FEET ABOVE LEVEL OF ROAD AND
 HX2438'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- MARK
 HX2438'MAY BE REACHED FROM PARADISE, PUTNAM COUNTY, BY GOING ABOUT 7.35
 HX2438'MILES NORTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE HIGHWAY
 HX2438'34 AND STORES, THENCE ABOUT 1.1 MILES WEST ALONG A GRAVEL ROAD
 HX2438'LEADING TO ROBERTSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0286 ***********************************************************************
 HY0286  DESIGNATION -  E 114
 HY0286  PID         -  HY0286
 HY0286  STATE/COUNTY-  WV/MASON
 HY0286  USGS QUAD   -  BEECH HILL (1975)
 HY0286
 HY0286                         *CURRENT SURVEY CONTROL
 HY0286  ___________________________________________________________________
 HY0286* NAD 83(1986)-  38 46 41.     (N)    082 03 53.     (W)     SCALED    
 HY0286* NAVD 88     -       172.343  (meters)     565.43   (feet)  ADJUSTED  
 HY0286  ___________________________________________________________________
 HY0286  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HY0286  DYNAMIC HT  -         172.233 (meters)     565.07  (feet)  COMP
 HY0286  MODELED GRAV-     979,983.6   (mgal)                       NAVD 88
 HY0286
 HY0286  VERT ORDER  -  SECOND    CLASS 0
 HY0286
 HY0286.The horizontal coordinates were scaled from a topographic map and have
 HY0286.an estimated accuracy of +/- 6 seconds.
 HY0286
 HY0286.The orthometric height was determined by differential leveling
 HY0286.and adjusted by the National Geodetic Survey in June 1991..
 HY0286
 HY0286.The geoid height was determined by GEOID03.
 HY0286
 HY0286.The dynamic height is computed by dividing the NAVD 88
 HY0286.geopotential number by the normal gravity value computed on the
 HY0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0286.degrees latitude (g = 980.6199 gals.).
 HY0286
 HY0286.The modeled gravity was interpolated from observed gravity values.
 HY0286
 HY0286;                    North         East    Units  Estimated Accuracy
 HY0286;SPC WV S     -   197,880.      507,480.      MT  (+/- 180 meters Scaled)
 HY0286
 HY0286                          SUPERSEDED SURVEY CONTROL
 HY0286
 HY0286  NGVD 29 (??/??/92)  172.536  (m)          566.06   (f) ADJ UNCH    2 0
 HY0286
 HY0286.Superseded values are not recommended for survey control.
 HY0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0286.See file dsdata.txt to determine how the superseded data were derived.
 HY0286
 HY0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC075926(NAD 83)
 HY0286_MARKER: DB = BENCH MARK DISK
 HY0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0286_SP_SET: BRIDGE SEAT
 HY0286_STAMPING: E 114 1956
 HY0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0286
 HY0286  HISTORY     - Date     Condition        Report By
 HY0286  HISTORY     - 1956     MONUMENTED       CGS
 HY0286
 HY0286                          STATION DESCRIPTION
 HY0286
 HY0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0286'1 MI SW FROM COUCH.
 HY0286'ABOUT 0.95 MILE SOUTHWEST ALONG A GRAVEL ROAD LEADING TO ARLEE
 HY0286'FROM THE INTERSECTION OF STATE HIGHWAY 17 AT COUCH, ABOUT 0.75
 HY0286'MILE SOUTH OF CONCORD CHURCH AND CEMETERY, ABOUT 0.1 MILE
 HY0286'SOUTH OF THE JUNCTION OF A GRAVEL ROAD WEST FOLLWING FIVEMILE
 HY0286'CREEK, IN THE TOP OF THE EAST END OF THE BRIDGE SEAT OF SOUTH
 HY0286'CONCRETE ABUTMENT OF A 27-FOOT CONCRETE AND STEEL BRIDGE OVER
 HY0286'UPPER FIVEMILE CREEK, 8 FEET EAST OF CENTER LINE OF ROAD AND
 HY0286'1 3/4 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0261 ***********************************************************************
 HY0261  DESIGNATION -  E 115
 HY0261  PID         -  HY0261
 HY0261  STATE/COUNTY-  WV/MASON
 HY0261  USGS QUAD   -  ARLEE (1975)
 HY0261
 HY0261                         *CURRENT SURVEY CONTROL
 HY0261  ___________________________________________________________________
 HY0261* NAD 83(1986)-  38 40 35.     (N)    082 04 26.     (W)     SCALED    
 HY0261* NAVD 88     -       283.175  (meters)     929.05   (feet)  ADJUSTED  
 HY0261  ___________________________________________________________________
 HY0261  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HY0261  DYNAMIC HT  -         282.992 (meters)     928.45  (feet)  COMP
 HY0261  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 HY0261
 HY0261  VERT ORDER  -  SECOND    CLASS 0
 HY0261
 HY0261.The horizontal coordinates were scaled from a topographic map and have
 HY0261.an estimated accuracy of +/- 6 seconds.
 HY0261
 HY0261.The orthometric height was determined by differential leveling
 HY0261.and adjusted by the National Geodetic Survey in June 1991..
 HY0261
 HY0261.The geoid height was determined by GEOID03.
 HY0261
 HY0261.The dynamic height is computed by dividing the NAVD 88
 HY0261.geopotential number by the normal gravity value computed on the
 HY0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0261.degrees latitude (g = 980.6199 gals.).
 HY0261
 HY0261.The modeled gravity was interpolated from observed gravity values.
 HY0261
 HY0261;                    North         East    Units  Estimated Accuracy
 HY0261;SPC WV S     -   186,610.      506,560.      MT  (+/- 180 meters Scaled)
 HY0261
 HY0261                          SUPERSEDED SURVEY CONTROL
 HY0261
 HY0261  NGVD 29 (??/??/92)  283.358  (m)          929.65   (f) ADJ UNCH    2 0
 HY0261
 HY0261.Superseded values are not recommended for survey control.
 HY0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0261.See file dsdata.txt to determine how the superseded data were derived.
 HY0261
 HY0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC065814(NAD 83)
 HY0261_MARKER: DB = BENCH MARK DISK
 HY0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0261_STAMPING: E 115 1956
 HY0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0261+STABILITY: SURFACE MOTION
 HY0261
 HY0261  HISTORY     - Date     Condition        Report By
 HY0261  HISTORY     - 1956     MONUMENTED       CGS
 HY0261
 HY0261                          STATION DESCRIPTION
 HY0261
 HY0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0261'5.8 MI SE FROM ARLEE.
 HY0261'2.5 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 HY0261'AND J.H. CAUDILL STORE AT ARLEE, THENCE ABOUT 3.35 MILES SOUTHEAST
 HY0261'AND SOUTH ALONG A GRAVEL AND DIRT ROAD, ABOUT 0.1 MILE SOUTHEAST
 HY0261'OF JUNCTION OF A ROAD WEST, 23 FEET EAST OF CENTER LINE OF ROAD,
 HY0261'121 FEET NORTHWEST OF NORTHWEST CORNER OF LESLIE FOOCE RESIDENCE,
 HY0261'50 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF LAWN FENCE, 3 FEET
 HY0261'SOUTHEAST OF POWER POLE NO. 49/8282/947-B-18 WITH A TRANSFORMER,
 HY0261'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 HY0261'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HY0261'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0042 ***********************************************************************
 HY0042  DESIGNATION -  E 116
 HY0042  PID         -  HY0042
 HY0042  STATE/COUNTY-  WV/CABELL
 HY0042  USGS QUAD   -  GLENWOOD (1990)
 HY0042
 HY0042                         *CURRENT SURVEY CONTROL
 HY0042  ___________________________________________________________________
 HY0042* NAD 83(1986)-  38 35 08.     (N)    082 14 19.     (W)     SCALED    
 HY0042* NAVD 88     -       172.316  (meters)     565.34   (feet)  ADJUSTED  
 HY0042  ___________________________________________________________________
 HY0042  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HY0042  DYNAMIC HT  -         172.204 (meters)     564.97  (feet)  COMP
 HY0042  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 HY0042
 HY0042  VERT ORDER  -  FIRST     CLASS II
 HY0042
 HY0042.The horizontal coordinates were scaled from a topographic map and have
 HY0042.an estimated accuracy of +/- 6 seconds.
 HY0042
 HY0042.The orthometric height was determined by differential leveling
 HY0042.and adjusted by the National Geodetic Survey in June 1991..
 HY0042
 HY0042.The geoid height was determined by GEOID03.
 HY0042
 HY0042.The dynamic height is computed by dividing the NAVD 88
 HY0042.geopotential number by the normal gravity value computed on the
 HY0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0042.degrees latitude (g = 980.6199 gals.).
 HY0042
 HY0042.The modeled gravity was interpolated from observed gravity values.
 HY0042
 HY0042;                    North         East    Units  Estimated Accuracy
 HY0042;SPC WV S     -   176,700.      492,090.      MT  (+/- 180 meters Scaled)
 HY0042
 HY0042                          SUPERSEDED SURVEY CONTROL
 HY0042
 HY0042  NGVD 29 (??/??/92)  172.504  (m)          565.96   (f) ADJ UNCH    1 2
 HY0042
 HY0042.Superseded values are not recommended for survey control.
 HY0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0042.See file dsdata.txt to determine how the superseded data were derived.
 HY0042
 HY0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC921715(NAD 83)
 HY0042_MARKER: DB = BENCH MARK DISK
 HY0042_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY0042_STAMPING: E 116 1956
 HY0042_MARK LOGO: CGS   
 HY0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0042+STABILITY: SURFACE MOTION
 HY0042
 HY0042  HISTORY     - Date     Condition        Report By
 HY0042  HISTORY     - 1956     MONUMENTED       CGS
 HY0042  HISTORY     - 1984     GOOD             NGS
 HY0042
 HY0042                          STATION DESCRIPTION
 HY0042
 HY0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0042'3.1 MI SW FROM GLENWOOD.
 HY0042'ABOUT 3.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY0042'FROM THE ROAD CROSSING AT GLENWOOD, ABOUT 0.65 MILE WEST ALONG
 HY0042'STATE HIGHWAY 2 FROM JUNCTION OF HIGHWAY AND ROAD SOUTH TO SPURLOCK
 HY0042'CREEK AND UNION RIDGE, IN THE TOP AND 19 FEET WEST OF EAST END
 HY0042'OF THE NORTH HEAD WALL OF AN 8-FOOT CONCRETE CULVERT UNDER STATE
 HY0042'HIGHWAY 2, 32 FEET SOUTH OF SOUTH RAIL OF TRACK, 18 FEET NORTH OF
 HY0042'CENTER LINE OF HIGHWAY, ABOUT 7 FEET ABOVE LEVEL OF TRACK AND
 HY0042'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 HY0042
 HY0042                          STATION RECOVERY (1984)
 HY0042
 HY0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0042'RECOVERED IN GOOD CONDITION, DUE TO MARK LOCATION IS WAS NOT LEVELED
 HY0042'TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0217 ***********************************************************************
 HY0217  DESIGNATION -  E 117
 HY0217  PID         -  HY0217
 HY0217  STATE/COUNTY-  WV/CABELL
 HY0217  USGS QUAD   -  GLENWOOD (1990)
 HY0217
 HY0217                         *CURRENT SURVEY CONTROL
 HY0217  ___________________________________________________________________
 HY0217* NAD 83(1986)-  38 30 31.     (N)    082 13 49.     (W)     SCALED    
 HY0217* NAVD 88     -       285.813  (meters)     937.70   (feet)  ADJUSTED  
 HY0217  ___________________________________________________________________
 HY0217  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HY0217  DYNAMIC HT  -         285.624 (meters)     937.08  (feet)  COMP
 HY0217  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 HY0217
 HY0217  VERT ORDER  -  SECOND    CLASS 0
 HY0217
 HY0217.The horizontal coordinates were scaled from a topographic map and have
 HY0217.an estimated accuracy of +/- 6 seconds.
 HY0217
 HY0217.The orthometric height was determined by differential leveling
 HY0217.and adjusted by the National Geodetic Survey in June 1991..
 HY0217
 HY0217.The geoid height was determined by GEOID03.
 HY0217
 HY0217.The dynamic height is computed by dividing the NAVD 88
 HY0217.geopotential number by the normal gravity value computed on the
 HY0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0217.degrees latitude (g = 980.6199 gals.).
 HY0217
 HY0217.The modeled gravity was interpolated from observed gravity values.
 HY0217
 HY0217;                    North         East    Units  Estimated Accuracy
 HY0217;SPC WV S     -   168,150.      492,700.      MT  (+/- 180 meters Scaled)
 HY0217
 HY0217                          SUPERSEDED SURVEY CONTROL
 HY0217
 HY0217  NGVD 29 (??/??/92)  285.998  (m)          938.31   (f) ADJ UNCH    2 0
 HY0217
 HY0217.Superseded values are not recommended for survey control.
 HY0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0217.See file dsdata.txt to determine how the superseded data were derived.
 HY0217
 HY0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC927629(NAD 83)
 HY0217_MARKER: DB = BENCH MARK DISK
 HY0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0217_STAMPING: E 117 1956
 HY0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0217+STABILITY: SURFACE MOTION
 HY0217
 HY0217  HISTORY     - Date     Condition        Report By
 HY0217  HISTORY     - 1956     MONUMENTED       CGS
 HY0217
 HY0217                          STATION DESCRIPTION
 HY0217
 HY0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0217'7.1 MI NW FROM YATES.
 HY0217'0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM CROSSING OF THE
 HY0217'CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 1.45 MILES WEST
 HY0217'ALONG A GRAVEL AND BLACK TOP ROAD, THENCE ABOUT 5.3 MILES NORTH
 HY0217'ALONG A BLACK-TOP ROAD, ABOUT 0.15 MILE NORTH OF CENTRAL SCHOOL,
 HY0217'ABOUT 65 YARDS NORTHEAST OF THE BOTTOM OF GRADES AND JUNCTION
 HY0217'OF SEVENMILE CREEK ROAD LEADING NORTH AND DOWNHILL, ABOUT 93
 HY0217'YARDS SOUTHWEST OF CENTER OF JUNCTION OF BLACK-TOP ROADS LEADING
 HY0217'NORTHEAST AND NORTHWEST, 21 FEET SOUTHEAST OF CENTER LINE OF
 HY0217'ROAD, 77 FEET SOUTHWEST OF WEST CORNER OF HOUSE NO. 8721, 4 FEET
 HY0217'NORTHEAST OF POWER POLE NO. 9613-28, 110-147, 35 FEET NORTH OF
 HY0217'NORTHEAST CORNER OF A HOUSE WITH GREEN AND BROWN ASBESTOS SIDING,
 HY0217'ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 HY0217'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0025 ***********************************************************************
 HY0025  DESIGNATION -  E 118
 HY0025  PID         -  HY0025
 HY0025  STATE/COUNTY-  WV/MASON
 HY0025  USGS QUAD   -  APPLE GROVE (1987)
 HY0025
 HY0025                         *CURRENT SURVEY CONTROL
 HY0025  ___________________________________________________________________
 HY0025* NAD 83(1986)-  38 42 00.     (N)    082 10 38.     (W)     SCALED    
 HY0025* NAVD 88     -       169.852  (meters)     557.26   (feet)  ADJUSTED  
 HY0025  ___________________________________________________________________
 HY0025  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HY0025  DYNAMIC HT  -         169.742 (meters)     556.90  (feet)  COMP
 HY0025  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 HY0025
 HY0025  VERT ORDER  -  FIRST     CLASS II
 HY0025
 HY0025.The horizontal coordinates were scaled from a topographic map and have
 HY0025.an estimated accuracy of +/- 6 seconds.
 HY0025
 HY0025.The orthometric height was determined by differential leveling
 HY0025.and adjusted by the National Geodetic Survey in June 1991..
 HY0025
 HY0025.The geoid height was determined by GEOID03.
 HY0025
 HY0025.The dynamic height is computed by dividing the NAVD 88
 HY0025.geopotential number by the normal gravity value computed on the
 HY0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0025.degrees latitude (g = 980.6199 gals.).
 HY0025
 HY0025.The modeled gravity was interpolated from observed gravity values.
 HY0025
 HY0025;                    North         East    Units  Estimated Accuracy
 HY0025;SPC WV S     -   189,340.      497,600.      MT  (+/- 180 meters Scaled)
 HY0025
 HY0025                          SUPERSEDED SURVEY CONTROL
 HY0025
 HY0025  NGVD 29 (??/??/92)  170.046  (m)          557.89   (f) ADJ UNCH    1 2
 HY0025
 HY0025.Superseded values are not recommended for survey control.
 HY0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0025.See file dsdata.txt to determine how the superseded data were derived.
 HY0025
 HY0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC976841(NAD 83)
 HY0025_MARKER: DB = BENCH MARK DISK
 HY0025_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY0025_STAMPING: E 118 1956
 HY0025_MARK LOGO: CGS   
 HY0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0025+STABILITY: SURFACE MOTION
 HY0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0025+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2004
 HY0025
 HY0025  HISTORY     - Date     Condition        Report By
 HY0025  HISTORY     - 1956     MONUMENTED       CGS
 HY0025  HISTORY     - 1976     GOOD             NGS
 HY0025  HISTORY     - 1984     GOOD             NGS
 HY0025  HISTORY     - 20040113 GOOD             JCLS
 HY0025
 HY0025                          STATION DESCRIPTION
 HY0025
 HY0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0025'0.8 MI N FROM HOGSETT.
 HY0025'ABOUT 0.8 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0025'THE STORE AND POSTOFFICE AT HOGSETT, IN THE TOP OF THE SOUTH END
 HY0025'OF WEST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER STATE
 HY0025'HIGHWAY 2, 36 FEET EAST OF EAST RAIL, 19 FEET WEST OF CENTER
 HY0025'LINE OF HIGHWAY, 61 FEET EAST AND ACROSS TRACK FROM TELEPHONE
 HY0025'POLE NO. 184+26, 1 FOOT NORTH OF SOUTH END OF HEAD WALL, 27
 HY0025'FEET SOUTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND ROAD EAST,
 HY0025'ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND SET IN A DRILL HOLE.
 HY0025
 HY0025                          STATION RECOVERY (1976)
 HY0025
 HY0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0025'RECOVERED IN GOOD CONDITION.
 HY0025
 HY0025                          STATION RECOVERY (1984)
 HY0025
 HY0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0025'RECOVERED IN GOOD CONDITION.
 HY0025
 HY0025                          STATION RECOVERY (2004)
 HY0025
 HY0025'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 HY0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0242 ***********************************************************************
 HY0242  DESIGNATION -  E 119
 HY0242  PID         -  HY0242
 HY0242  STATE/COUNTY-  WV/PUTNAM
 HY0242  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0242
 HY0242                         *CURRENT SURVEY CONTROL
 HY0242  ___________________________________________________________________
 HY0242* NAD 83(1986)-  38 32 56.     (N)    082 01 10.     (W)     SCALED    
 HY0242* NAVD 88     -       180.996  (meters)     593.82   (feet)  POSTED    
 HY0242  ___________________________________________________________________
 HY0242  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HY0242  DYNAMIC HT  -         180.870 (meters)     593.40  (feet)  COMP
 HY0242  MODELED GRAV-     979,951.8   (mgal)                       NAVD 88
 HY0242
 HY0242  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0242
 HY0242.The horizontal coordinates were scaled from a topographic map and have
 HY0242.an estimated accuracy of +/- 6 seconds.
 HY0242
 HY0242.The orthometric height was determined by differential leveling
 HY0242.and adjusted by the National Geodetic Survey in 1992..
 HY0242.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0242.rate of 2.1 thru 3.0 mm/km.
 HY0242
 HY0242.The geoid height was determined by GEOID03.
 HY0242
 HY0242.The dynamic height is computed by dividing the NAVD 88
 HY0242.geopotential number by the normal gravity value computed on the
 HY0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0242.degrees latitude (g = 980.6199 gals.).
 HY0242
 HY0242.The modeled gravity was interpolated from observed gravity values.
 HY0242
 HY0242;                    North         East    Units  Estimated Accuracy
 HY0242;SPC WV S     -   172,400.      511,140.      MT  (+/- 180 meters Scaled)
 HY0242
 HY0242                          SUPERSEDED SURVEY CONTROL
 HY0242
 HY0242  NGVD 29 (??/??/92)  181.157  (m)          594.35   (f) ADJ UNCH    2 0
 HY0242
 HY0242.Superseded values are not recommended for survey control.
 HY0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0242.See file dsdata.txt to determine how the superseded data were derived.
 HY0242
 HY0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC111672(NAD 83)
 HY0242_MARKER: DB = BENCH MARK DISK
 HY0242_SETTING: 66 = SET IN ROCK OUTCROP
 HY0242_SP_SET: ROCK LEDGE
 HY0242_STAMPING: E 119 1956
 HY0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0242+STABILITY: POSITION/ELEVATION WELL
 HY0242
 HY0242  HISTORY     - Date     Condition        Report By
 HY0242  HISTORY     - 1956     MONUMENTED       CGS
 HY0242
 HY0242                          STATION DESCRIPTION
 HY0242
 HY0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0242'3 MI SW FROM FRAZIERS BOTTOM.
 HY0242'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 17 FROM CHURCH OF GOD
 HY0242'AT FRAZIERS BOTTOM, THENCE ABOUT 2.6 MILES SOUTHWEST ALONG A
 HY0242'GRAVEL ROAD LEADING TO MT. OLIVE, ABOUT 1.1 MILES NORTHEAST OF
 HY0242'WALDO, ABOUT 0.5 MILE SOUTHWEST OF A BRIDGE OVER A CREEK, IN THE
 HY0242'TOP OF AN OUTCROPPING ROCK LEDGE, 13 1/2 FEET NORTHWEST OF CENTER
 HY0242'LINE OF ROAD, 189 FEET NORTHEAST OF NORTHWEST END OF A 30-INCH
 HY0242'METAL PIPE CULVERT UNDER ROAD, 56 FEET WEST AND ACROSS ROAD FROM
 HY0242'A TRIANGULAR BLAZED 24-INCH ELM TREE, 1/2 FOOT NORTH-NORTHWEST
 HY0242'AND ABOUT 1/2 FOOT ABOVE A 12-INCH TRIANGLE CHISELED IN FACE OF
 HY0242'LEDGE AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1936 ***********************************************************************
 HX1936  DESIGNATION -  E 12
 HX1936  PID         -  HX1936
 HX1936  STATE/COUNTY-  WV/CLAY
 HX1936  USGS QUAD   -  ELKHURST (1976)
 HX1936
 HX1936                         *CURRENT SURVEY CONTROL
 HX1936  ___________________________________________________________________
 HX1936* NAD 83(1986)-  38 26 03.     (N)    081 10 22.     (W)     SCALED    
 HX1936* NAVD 88     -       207.807  (meters)     681.78   (feet)  ADJUSTED  
 HX1936  ___________________________________________________________________
 HX1936  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HX1936  DYNAMIC HT  -         207.665 (meters)     681.31  (feet)  COMP
 HX1936  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 HX1936
 HX1936  VERT ORDER  -  SECOND    CLASS 0
 HX1936
 HX1936.The horizontal coordinates were scaled from a topographic map and have
 HX1936.an estimated accuracy of +/- 6 seconds.
 HX1936
 HX1936.The orthometric height was determined by differential leveling
 HX1936.and adjusted by the National Geodetic Survey in June 1991..
 HX1936
 HX1936.The geoid height was determined by GEOID03.
 HX1936
 HX1936.The dynamic height is computed by dividing the NAVD 88
 HX1936.geopotential number by the normal gravity value computed on the
 HX1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1936.degrees latitude (g = 980.6199 gals.).
 HX1936
 HX1936.The modeled gravity was interpolated from observed gravity values.
 HX1936
 HX1936;                    North         East    Units  Estimated Accuracy
 HX1936;SPC WV S     -   159,190.      584,920.      MT  (+/- 180 meters Scaled)
 HX1936
 HX1936                          SUPERSEDED SURVEY CONTROL
 HX1936
 HX1936  NGVD 29 (??/??/92)  207.990  (m)          682.38   (f) ADJ UNCH    2 0
 HX1936
 HX1936.Superseded values are not recommended for survey control.
 HX1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1936.See file dsdata.txt to determine how the superseded data were derived.
 HX1936
 HX1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC849540(NAD 83)
 HX1936_MARKER: DB = BENCH MARK DISK
 HX1936_SETTING: 66 = SET IN ROCK OUTCROP
 HX1936_SP_SET: ROCK LEDGE
 HX1936_STAMPING: E 12 1933
 HX1936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1936+STABILITY: POSITION/ELEVATION WELL
 HX1936
 HX1936  HISTORY     - Date     Condition        Report By
 HX1936  HISTORY     - 1933     MONUMENTED       CGS
 HX1936
 HX1936                          STATION DESCRIPTION
 HX1936
 HX1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1936'0.9 MI W FROM DORFEE.
 HX1936'0.9 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1936'STATION AT DORFEE, 49.5 RAILS EAST OF THE POST OFFICE, 2 RAILS EAST
 HX1936'OF POLE 4120, AT THE EAST END OF A SHORT TANGENT BETWEEN TWO
 HX1936'CURVES, IN THE TOP OF A ROCK LEDGE AT THE BASE OF A CLIFF, 6 YARDS
 HX1936'SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET HIGHER THAN THE
 HX1936'TRACK.  A STANDARD DISK, STAMPED E 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0892 ***********************************************************************
 KY0892  DESIGNATION -  E 120
 KY0892  PID         -  KY0892
 KY0892  STATE/COUNTY-  WV/BROOKE
 KY0892  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0892
 KY0892                         *CURRENT SURVEY CONTROL
 KY0892  ___________________________________________________________________
 KY0892* NAD 83(1986)-  40 17 57.     (N)    080 32 04.     (W)     SCALED    
 KY0892* NAVD 88     -       225.148  (meters)     738.67   (feet)  ADJUSTED  
 KY0892  ___________________________________________________________________
 KY0892  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY0892  DYNAMIC HT  -         225.027 (meters)     738.28  (feet)  COMP
 KY0892  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 KY0892
 KY0892  VERT ORDER  -  SECOND    CLASS 0
 KY0892
 KY0892.The horizontal coordinates were scaled from a topographic map and have
 KY0892.an estimated accuracy of +/- 6 seconds.
 KY0892
 KY0892.The orthometric height was determined by differential leveling
 KY0892.and adjusted by the National Geodetic Survey in June 1991..
 KY0892
 KY0892.The geoid height was determined by GEOID03.
 KY0892
 KY0892.The dynamic height is computed by dividing the NAVD 88
 KY0892.geopotential number by the normal gravity value computed on the
 KY0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0892.degrees latitude (g = 980.6199 gals.).
 KY0892
 KY0892.The modeled gravity was interpolated from observed gravity values.
 KY0892
 KY0892;                    North         East    Units  Estimated Accuracy
 KY0892;SPC WV N     -   200,250.      512,050.      MT  (+/- 180 meters Scaled)
 KY0892
 KY0892                          SUPERSEDED SURVEY CONTROL
 KY0892
 KY0892  NGVD 29 (??/??/92)  225.330  (m)          739.27   (f) ADJ UNCH    2 0
 KY0892
 KY0892.Superseded values are not recommended for survey control.
 KY0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0892.See file dsdata.txt to determine how the superseded data were derived.
 KY0892
 KY0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE395610(NAD 83)
 KY0892_MARKER: DB = BENCH MARK DISK
 KY0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0892_STAMPING: E 120 1957
 KY0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0892+STABILITY: SURFACE MOTION
 KY0892
 KY0892  HISTORY     - Date     Condition        Report By
 KY0892  HISTORY     - 1957     MONUMENTED       CGS
 KY0892
 KY0892                          STATION DESCRIPTION
 KY0892
 KY0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0892'0.9 MI NW FROM VIRGINVILLE.
 KY0892'ABOUT 0.9 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE POST
 KY0892'OFFICE AT VIRGINVILLE, ABOUT 0.15 MILE SOUTHWEST OF SCOTT RUN
 KY0892'SCHOOL BUILDING (NOW USED AS A RESIDENCE), 206 FEET EAST OF
 KY0892'CENTER OF JUNCTION OF A ROAD LEADING NORTHEAST AND UPHILL TO
 KY0892'MINES, 20 1/2 FEET NORTH OF CENTER LINE OF ROAD, 1 1/2 FEET WEST
 KY0892'OF A FENCE CORNER, 2 FEET WEST OF A CONCRETE WITNESS POST,
 KY0892'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 KY0892'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB7508 ***********************************************************************
 AB7508  DESIGNATION -  E 121 RESET
 AB7508  PID         -  AB7508
 AB7508  STATE/COUNTY-  WV/BROOKE
 AB7508  USGS QUAD   -  TILTONSVILLE (1985)
 AB7508
 AB7508                         *CURRENT SURVEY CONTROL
 AB7508  ___________________________________________________________________
 AB7508* NAD 83(1986)-  40 10 47.     (N)    080 39 50.     (W)     SCALED    
 AB7508* NAVD 88     -       211.07   (meters)     692.5    (feet)  RESET     
 AB7508  ___________________________________________________________________
 AB7508  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 AB7508
 AB7508  VERT ORDER  -  THIRD
 AB7508
 AB7508.The horizontal coordinates were scaled from a topographic map and have
 AB7508.an estimated accuracy of +/- 6 seconds.
 AB7508
 AB7508.The orthometric height was computed from unverified reset data.
 AB7508
 AB7508.The geoid height was determined by GEOID03.
 AB7508
 AB7508;                    North         East    Units  Estimated Accuracy
 AB7508;SPC WV N     -   187,130.      500,880.      MT  (+/- 180 meters Scaled)
 AB7508
 AB7508                          SUPERSEDED SURVEY CONTROL
 AB7508
 AB7508.No superseded survey control is available for this station.
 AB7508
 AB7508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE286477(NAD 83)
 AB7508_MARKER: DV = VERTICAL CONTROL DISK
 AB7508_SETTING: 80 = SET IN A BOULDER
 AB7508_STAMPING: E 121 RESET 1994
 AB7508_MARK LOGO: NGS   
 AB7508_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7508+STABILITY: SURFACE MOTION
 AB7508
 AB7508  HISTORY     - Date     Condition        Report By
 AB7508  HISTORY     - 1994     MONUMENTED       LOCENG
 AB7508
 AB7508                          STATION DESCRIPTION
 AB7508
 AB7508'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (WKM)
 AB7508'0.9 MILES (1.4 KM) EAST AND SOUTHEAST ALONG SHORT CREEK ROAD FROM THE
 AB7508'JUNCTION OF STATE HIGHWAY 2 IN SHORT CREEK, 0.25 MILES (0.40 KM) SOUTH
 AB7508'OF THE OHIO-BROOKE COUNTY LINE, 0.3 MILES (0.5 KM) SOUTH OF JUNCTION
 AB7508'OF BLACK TOP ROAD NORTHEAST TO OHIO COUNTY AIRPORT, 17 FEET (5.2 M)
 AB7508'WEST-NORTHWEST OF CENTERLINE OF ROAD, IN THE EAST-SOUTHEAST FACE OF A
 AB7508'12-FOOT ROCK CUT, ABOUT 4 FEET (1.2 M) ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0988 ***********************************************************************
 KY0988  DESIGNATION -  E 122
 KY0988  PID         -  KY0988
 KY0988  STATE/COUNTY-  WV/OHIO
 KY0988  USGS QUAD   -  VALLEY GROVE (1981)
 KY0988
 KY0988                         *CURRENT SURVEY CONTROL
 KY0988  ___________________________________________________________________
 KY0988* NAD 83(1986)-  40 04 50.     (N)    080 32 43.     (W)     SCALED    
 KY0988* NAVD 88     -       359.930  (meters)    1180.87   (feet)  ADJUSTED  
 KY0988  ___________________________________________________________________
 KY0988  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY0988  DYNAMIC HT  -         359.724 (meters)    1180.19  (feet)  COMP
 KY0988  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 KY0988
 KY0988  VERT ORDER  -  SECOND    CLASS 0
 KY0988
 KY0988.The horizontal coordinates were scaled from a topographic map and have
 KY0988.an estimated accuracy of +/- 6 seconds.
 KY0988
 KY0988.The orthometric height was determined by differential leveling
 KY0988.and adjusted by the National Geodetic Survey in June 1991..
 KY0988
 KY0988.The geoid height was determined by GEOID03.
 KY0988
 KY0988.The dynamic height is computed by dividing the NAVD 88
 KY0988.geopotential number by the normal gravity value computed on the
 KY0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0988.degrees latitude (g = 980.6199 gals.).
 KY0988
 KY0988.The modeled gravity was interpolated from observed gravity values.
 KY0988
 KY0988;                    North         East    Units  Estimated Accuracy
 KY0988;SPC WV N     -   175,990.      510,850.      MT  (+/- 180 meters Scaled)
 KY0988
 KY0988                          SUPERSEDED SURVEY CONTROL
 KY0988
 KY0988  NGVD 29 (??/??/92)  360.075  (m)         1181.35   (f) ADJ UNCH    2 0
 KY0988
 KY0988.Superseded values are not recommended for survey control.
 KY0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0988.See file dsdata.txt to determine how the superseded data were derived.
 KY0988
 KY0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE387367(NAD 83)
 KY0988_MARKER: DB = BENCH MARK DISK
 KY0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0988_STAMPING: E 122 1957
 KY0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0988+STABILITY: SURFACE MOTION
 KY0988
 KY0988  HISTORY     - Date     Condition        Report By
 KY0988  HISTORY     - 1957     MONUMENTED       CGS
 KY0988
 KY0988                          STATION DESCRIPTION
 KY0988
 KY0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0988'1.4 MI SE FROM VALLEY GROVE.
 KY0988'ABOUT 1.35 MILES SOUTHEAST ALONG STOOLFIRE ROAD FROM THE JUNCTION
 KY0988'OF U.S. HIGHWAY 40 AT VALLEY GROVE, 0.3 MILE NORTHWEST OF JUNCTION
 KY0988'OF SAMPLE ROAD LEADING SOUTHWEST, AT THE BOTTOM OF GRADES, 17 FEET
 KY0988'WEST OF CENTER LINE OF ROAD, 1 FOOT EAST OF A FENCE LINE, 20 FEET
 KY0988'SOUTH OF A FENCE CORNER, 72 FEET NORTH OF SOUTHWEST END OF A 30-INCH
 KY0988'PIPE CULVERT UNDER ROAD, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 KY0988'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0910 ***********************************************************************
 KY0910  DESIGNATION -  E 123
 KY0910  PID         -  KY0910
 KY0910  STATE/COUNTY-  WV/OHIO
 KY0910  USGS QUAD   -  VALLEY GROVE (1981)
 KY0910
 KY0910                         *CURRENT SURVEY CONTROL
 KY0910  ___________________________________________________________________
 KY0910* NAD 83(1986)-  40 01 03.     (N)    080 31 50.     (W)     SCALED    
 KY0910* NAVD 88     -       421.120  (meters)    1381.62   (feet)  ADJUSTED  
 KY0910  ___________________________________________________________________
 KY0910  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KY0910  DYNAMIC HT  -         420.873 (meters)    1380.81  (feet)  COMP
 KY0910  MODELED GRAV-     980,026.0   (mgal)                       NAVD 88
 KY0910
 KY0910  VERT ORDER  -  SECOND    CLASS 0
 KY0910
 KY0910.The horizontal coordinates were scaled from a topographic map and have
 KY0910.an estimated accuracy of +/- 6 seconds.
 KY0910
 KY0910.The orthometric height was determined by differential leveling
 KY0910.and adjusted by the National Geodetic Survey in June 1991..
 KY0910
 KY0910.The geoid height was determined by GEOID03.
 KY0910
 KY0910.The dynamic height is computed by dividing the NAVD 88
 KY0910.geopotential number by the normal gravity value computed on the
 KY0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0910.degrees latitude (g = 980.6199 gals.).
 KY0910
 KY0910.The modeled gravity was interpolated from observed gravity values.
 KY0910
 KY0910;                    North         East    Units  Estimated Accuracy
 KY0910;SPC WV N     -   168,980.      512,020.      MT  (+/- 180 meters Scaled)
 KY0910
 KY0910                          SUPERSEDED SURVEY CONTROL
 KY0910
 KY0910  NGVD 29 (??/??/92)  421.260  (m)         1382.08   (f) ADJ UNCH    2 0
 KY0910
 KY0910.Superseded values are not recommended for survey control.
 KY0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0910.See file dsdata.txt to determine how the superseded data were derived.
 KY0910
 KY0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE400298(NAD 83)
 KY0910_MARKER: DB = BENCH MARK DISK
 KY0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0910_STAMPING: E 123 1957
 KY0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0910+STABILITY: SURFACE MOTION
 KY0910
 KY0910  HISTORY     - Date     Condition        Report By
 KY0910  HISTORY     - 1957     MONUMENTED       CGS
 KY0910
 KY0910                          STATION DESCRIPTION
 KY0910
 KY0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0910'0.2 MI W FROM DALLAS.
 KY0910'ABOUT 0.2 MILE WEST ALONG DALLAS-LIMESTONE ROAD FROM THE JUNCTION
 KY0910'OF DALLAS PIKE AT DALLAS, 16 FEET NORTH OF CENTER LINE OF ROAD,
 KY0910'64 FEET NORTHEAST AND ACROSS ROAD FROM NORTHWEST CORNER OF A
 KY0910'CONCRETE BLOCK SERVICE STATION BUILDING, 73 FEET NORTHWEST AND
 KY0910'ACROSS ROAD FROM THE NORTHEAST CORNER OF ADDITION TO SERVICE
 KY0910'STATION BUILDING, 4 FEET NORTHWEST OF A BOARD FENCE, 2 FEET
 KY0910'NORTHWEST OF POWER LINE BRACE POLE NO. 18-2711, ABOUT 1 FOOT ABOVE
 KY0910'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KY0910'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0753 ***********************************************************************
 JX0753  DESIGNATION -  E 124
 JX0753  PID         -  JX0753
 JX0753  STATE/COUNTY-  WV/MARSHALL
 JX0753  USGS QUAD   -  CAMERON (1988)
 JX0753
 JX0753                         *CURRENT SURVEY CONTROL
 JX0753  ___________________________________________________________________
 JX0753* NAD 83(1986)-  39 52 29.     (N)    080 32 34.     (W)     SCALED    
 JX0753* NAVD 88     -       424.376  (meters)    1392.31   (feet)  ADJUSTED  
 JX0753  ___________________________________________________________________
 JX0753  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JX0753  DYNAMIC HT  -         424.130 (meters)    1391.50  (feet)  COMP
 JX0753  MODELED GRAV-     980,035.3   (mgal)                       NAVD 88
 JX0753
 JX0753  VERT ORDER  -  SECOND    CLASS 0
 JX0753
 JX0753.The horizontal coordinates were scaled from a topographic map and have
 JX0753.an estimated accuracy of +/- 6 seconds.
 JX0753
 JX0753.The orthometric height was determined by differential leveling
 JX0753.and adjusted by the National Geodetic Survey in June 1991..
 JX0753
 JX0753.The geoid height was determined by GEOID03.
 JX0753
 JX0753.The dynamic height is computed by dividing the NAVD 88
 JX0753.geopotential number by the normal gravity value computed on the
 JX0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0753.degrees latitude (g = 980.6199 gals.).
 JX0753
 JX0753.The modeled gravity was interpolated from observed gravity values.
 JX0753
 JX0753;                    North         East    Units  Estimated Accuracy
 JX0753;SPC WV N     -   153,140.      510,800.      MT  (+/- 180 meters Scaled)
 JX0753
 JX0753                          SUPERSEDED SURVEY CONTROL
 JX0753
 JX0753  NGVD 29 (??/??/92)  424.514  (m)         1392.76   (f) ADJ UNCH    2 0
 JX0753
 JX0753.Superseded values are not recommended for survey control.
 JX0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0753.See file dsdata.txt to determine how the superseded data were derived.
 JX0753
 JX0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE391139(NAD 83)
 JX0753_MARKER: DB = BENCH MARK DISK
 JX0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0753_STAMPING: E 124 1957
 JX0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0753+STABILITY: SURFACE MOTION
 JX0753
 JX0753  HISTORY     - Date     Condition        Report By
 JX0753  HISTORY     - 1957     MONUMENTED       CGS
 JX0753
 JX0753                          STATION DESCRIPTION
 JX0753
 JX0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0753'1 MI W FROM ROCKLICK.
 JX0753'ABOUT 1.05 MILES WEST ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 JX0753'OF GRAVEL ROAD SOUTH AT ROCKLICK, ABOUT 0.65 MILE EAST OF JUNCTION
 JX0753'OF U.S. HIGHWAY 250, ABOUT 0.75 MILE WEST OF JUNCTION OF A ROAD
 JX0753'LEADING NORTH TO CALIS, NEAR THE CENTER PART OF A LONG HORSE-SHOE
 JX0753'CURVE IN HIGHWAY, 39 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY AND
 JX0753'ON INSIDE OF CURVE, 1 FOOT NORTHWEST OF A FENCE LINE, 2 FEET
 JX0753'NORTHEAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND
 JX0753'SET IN THE TOP OF A CONCRETE OST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0762 ***********************************************************************
 JX0762  DESIGNATION -  E 125
 JX0762  PID         -  JX0762
 JX0762  STATE/COUNTY-  WV/MARSHALL
 JX0762  USGS QUAD   -  MAJORSVILLE (1988)
 JX0762
 JX0762                         *CURRENT SURVEY CONTROL
 JX0762  ___________________________________________________________________
 JX0762* NAD 83(1986)-  39 53 46.     (N)    080 32 07.     (W)     SCALED    
 JX0762* NAVD 88     -       414.958  (meters)    1361.41   (feet)  ADJUSTED  
 JX0762  ___________________________________________________________________
 JX0762  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JX0762  DYNAMIC HT  -         414.718 (meters)    1360.62  (feet)  COMP
 JX0762  MODELED GRAV-     980,034.0   (mgal)                       NAVD 88
 JX0762
 JX0762  VERT ORDER  -  SECOND    CLASS 0
 JX0762
 JX0762.The horizontal coordinates were scaled from a topographic map and have
 JX0762.an estimated accuracy of +/- 6 seconds.
 JX0762
 JX0762.The orthometric height was determined by differential leveling
 JX0762.and adjusted by the National Geodetic Survey in June 1991..
 JX0762
 JX0762.The geoid height was determined by GEOID03.
 JX0762
 JX0762.The dynamic height is computed by dividing the NAVD 88
 JX0762.geopotential number by the normal gravity value computed on the
 JX0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0762.degrees latitude (g = 980.6199 gals.).
 JX0762
 JX0762.The modeled gravity was interpolated from observed gravity values.
 JX0762
 JX0762;                    North         East    Units  Estimated Accuracy
 JX0762;SPC WV N     -   155,500.      511,470.      MT  (+/- 180 meters Scaled)
 JX0762
 JX0762                          SUPERSEDED SURVEY CONTROL
 JX0762
 JX0762  NGVD 29 (??/??/92)  415.097  (m)         1361.86   (f) ADJ UNCH    2 0
 JX0762
 JX0762.Superseded values are not recommended for survey control.
 JX0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0762.See file dsdata.txt to determine how the superseded data were derived.
 JX0762
 JX0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE397163(NAD 83)
 JX0762_MARKER: DB = BENCH MARK DISK
 JX0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0762_STAMPING: E 125 1957
 JX0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0762+STABILITY: SURFACE MOTION
 JX0762
 JX0762  HISTORY     - Date     Condition        Report By
 JX0762  HISTORY     - 1957     MONUMENTED       CGS
 JX0762
 JX0762                          STATION DESCRIPTION
 JX0762
 JX0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0762'1.8 MI N FROM ROCKLICK.
 JX0762'ABOUT 1.8 MILES NORTH ALONG A GRAVEL ROAD LEADING TO CALIS FROM
 JX0762'THE JUNCTION OF STATE HIGHWAY 89 AT ROCKLICK, 0.5 MILE NORTH OF
 JX0762'JUNCTION OF A GRAVEL ROAD LEADING WEST TO WOLF RUN ROAD, 0.65
 JX0762'MILE SOUTH OF JUNCTION OF A ROAD WEST TO WOLF RUN ROAD, NEAR THE
 JX0762'NORTH END OF A CUT, 19 FEET EAST OF CENTER LINE OF ROAD, 69
 JX0762'FEET SOUTH OF CENTER OF A GATE INTO A PASTURE, 1 FOOT WEST OF
 JX0762'A FENCE LINE, 2 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT
 JX0762'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX0762'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0600 ***********************************************************************
 JX0600  DESIGNATION -  E 126
 JX0600  PID         -  JX0600
 JX0600  STATE/COUNTY-  WV/WETZEL
 JX0600  USGS QUAD   -  LITTLETON (1976)
 JX0600
 JX0600                         *CURRENT SURVEY CONTROL
 JX0600  ___________________________________________________________________
 JX0600* NAD 83(1986)-  39 39 57.     (N)    080 31 27.     (W)     SCALED    
 JX0600* NAVD 88     -       324.090  (meters)    1063.29   (feet)  ADJUSTED  
 JX0600  ___________________________________________________________________
 JX0600  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JX0600  DYNAMIC HT  -         323.901 (meters)    1062.67  (feet)  COMP
 JX0600  MODELED GRAV-     980,032.7   (mgal)                       NAVD 88
 JX0600
 JX0600  VERT ORDER  -  SECOND    CLASS 0
 JX0600
 JX0600.The horizontal coordinates were scaled from a topographic map and have
 JX0600.an estimated accuracy of +/- 6 seconds.
 JX0600
 JX0600.The orthometric height was determined by differential leveling
 JX0600.and adjusted by the National Geodetic Survey in June 1991..
 JX0600
 JX0600.The geoid height was determined by GEOID03.
 JX0600
 JX0600.The dynamic height is computed by dividing the NAVD 88
 JX0600.geopotential number by the normal gravity value computed on the
 JX0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0600.degrees latitude (g = 980.6199 gals.).
 JX0600
 JX0600.The modeled gravity was interpolated from observed gravity values.
 JX0600
 JX0600;                    North         East    Units  Estimated Accuracy
 JX0600;SPC WV N     -   129,930.      512,130.      MT  (+/- 180 meters Scaled)
 JX0600
 JX0600                          SUPERSEDED SURVEY CONTROL
 JX0600
 JX0600  NGVD 29 (??/??/92)  324.239  (m)         1063.77   (f) ADJ UNCH    2 0
 JX0600
 JX0600.Superseded values are not recommended for survey control.
 JX0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0600.See file dsdata.txt to determine how the superseded data were derived.
 JX0600
 JX0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND408907(NAD 83)
 JX0600_MARKER: DB = BENCH MARK DISK
 JX0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0600_SP_SET: CULVERT
 JX0600_STAMPING: E 126 1957
 JX0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0600
 JX0600  HISTORY     - Date     Condition        Report By
 JX0600  HISTORY     - 1957     MONUMENTED       CGS
 JX0600
 JX0600                          STATION DESCRIPTION
 JX0600
 JX0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0600'4.2 MI NE FROM UNIONTOWN.
 JX0600'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE
 JX0600'POST OFFICE AND ROAD JUNCTION AT UNIONTOWN, THENCE ABOUT 1.0
 JX0600'MILE NORTH ALONG COUNTY ROAD NO. 9, IN THE TOP OF THE NORTH
 JX0600'END OF EAST HEAD WALL OF A 5-FOOT CONCRETE CULVERT UNDER ROAD,
 JX0600'10 FEET EAST OF CENTER LINE OF ROAD, 86 FEET SOUTH-SOUTHWEST OF
 JX0600'SOUTHWEST CORNER OF A 2-STORY FRAME HOUSE AND 1 FOOT ABOVE LEVEL
 JX0600'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0701 ***********************************************************************
 JX0701  DESIGNATION -  E 127
 JX0701  PID         -  JX0701
 JX0701  STATE/COUNTY-  WV/MARSHALL
 JX0701  USGS QUAD   -  CAMERON (1988)
 JX0701
 JX0701                         *CURRENT SURVEY CONTROL
 JX0701  ___________________________________________________________________
 JX0701* NAD 83(1986)-  39 45 41.     (N)    080 37 17.     (W)     SCALED    
 JX0701* NAVD 88     -       234.587  (meters)     769.64   (feet)  ADJUSTED  
 JX0701  ___________________________________________________________________
 JX0701  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JX0701  DYNAMIC HT  -         234.450 (meters)     769.19  (feet)  COMP
 JX0701  MODELED GRAV-     980,041.0   (mgal)                       NAVD 88
 JX0701
 JX0701  VERT ORDER  -  SECOND    CLASS 0
 JX0701
 JX0701.The horizontal coordinates were scaled from a topographic map and have
 JX0701.an estimated accuracy of +/- 6 seconds.
 JX0701
 JX0701.The orthometric height was determined by differential leveling
 JX0701.and adjusted by the National Geodetic Survey in June 1991..
 JX0701
 JX0701.The geoid height was determined by GEOID03.
 JX0701
 JX0701.The dynamic height is computed by dividing the NAVD 88
 JX0701.geopotential number by the normal gravity value computed on the
 JX0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0701.degrees latitude (g = 980.6199 gals.).
 JX0701
 JX0701.The modeled gravity was interpolated from observed gravity values.
 JX0701
 JX0701;                    North         East    Units  Estimated Accuracy
 JX0701;SPC WV N     -   140,640.      503,920.      MT  (+/- 180 meters Scaled)
 JX0701
 JX0701                          SUPERSEDED SURVEY CONTROL
 JX0701
 JX0701  NGVD 29 (??/??/92)  234.724  (m)          770.09   (f) ADJ UNCH    2 0
 JX0701
 JX0701.Superseded values are not recommended for survey control.
 JX0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0701.See file dsdata.txt to determine how the superseded data were derived.
 JX0701
 JX0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE324013(NAD 83)
 JX0701_MARKER: DB = BENCH MARK DISK
 JX0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0701_STAMPING: E 127 1957
 JX0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0701+STABILITY: SURFACE MOTION
 JX0701
 JX0701  HISTORY     - Date     Condition        Report By
 JX0701  HISTORY     - 1957     MONUMENTED       CGS
 JX0701
 JX0701                          STATION DESCRIPTION
 JX0701
 JX0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0701'2 MI E FROM ADALINE.
 JX0701'ABOUT 1.95 MILES EAST ALONG A GRAVEL ROAD FOLLOWING FISH CREEK
 JX0701'FROM THE SCHOOL AT ADALINE, ABOUT 0.5 MILE WEST OF A CEMETERY,
 JX0701'19 FEET SOUTHWEST OF CENTER LINE OF ROAD, SET BETWEEN ROAD AND
 JX0701'CREEK BANK, 61 FEET WEST AND ACROSS ROAD FROM WEST CORNER OF
 JX0701'PORCH OF A HOUSE, 11 FEET SOUTHEAST OF CENTER LINE OF A ROAD
 JX0701'ACROSS CREEK, 17 FEET NORTHWEST OF SOUTHWEST END OF A PIPE
 JX0701'CULVERT UNDER ROAD, 2.4 FEET SOUTHWEST OF POWER POLE NO. 34-1769,
 JX0701'ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 JX0701'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0565 ***********************************************************************
 JX0565  DESIGNATION -  E 128
 JX0565  PID         -  JX0565
 JX0565  STATE/COUNTY-  WV/MARSHALL
 JX0565  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0565
 JX0565                         *CURRENT SURVEY CONTROL
 JX0565  ___________________________________________________________________
 JX0565* NAD 83(1986)-  39 44 23.     (N)    080 47 20.     (W)     SCALED    
 JX0565* NAVD 88     -       416.416  (meters)    1366.19   (feet)  ADJUSTED  
 JX0565  ___________________________________________________________________
 JX0565  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JX0565  DYNAMIC HT  -         416.185 (meters)    1365.43  (feet)  COMP
 JX0565  MODELED GRAV-     980,057.4   (mgal)                       NAVD 88
 JX0565
 JX0565  VERT ORDER  -  SECOND    CLASS 0
 JX0565
 JX0565.The horizontal coordinates were scaled from a topographic map and have
 JX0565.an estimated accuracy of +/- 6 seconds.
 JX0565
 JX0565.The orthometric height was determined by differential leveling
 JX0565.and adjusted by the National Geodetic Survey in June 1991..
 JX0565
 JX0565.The geoid height was determined by GEOID03.
 JX0565
 JX0565.The dynamic height is computed by dividing the NAVD 88
 JX0565.geopotential number by the normal gravity value computed on the
 JX0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0565.degrees latitude (g = 980.6199 gals.).
 JX0565
 JX0565.The modeled gravity was interpolated from observed gravity values.
 JX0565
 JX0565;                    North         East    Units  Estimated Accuracy
 JX0565;SPC WV N     -   138,420.      489,530.      MT  (+/- 180 meters Scaled)
 JX0565
 JX0565                          SUPERSEDED SURVEY CONTROL
 JX0565
 JX0565  NGVD 29 (??/??/92)  416.586  (m)         1366.75   (f) ADJ UNCH    2 0
 JX0565
 JX0565.Superseded values are not recommended for survey control.
 JX0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0565.See file dsdata.txt to determine how the superseded data were derived.
 JX0565
 JX0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND180988(NAD 83)
 JX0565_MARKER: DB = BENCH MARK DISK
 JX0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0565_STAMPING: E 128 1957
 JX0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0565+STABILITY: SURFACE MOTION
 JX0565
 JX0565  HISTORY     - Date     Condition        Report By
 JX0565  HISTORY     - 1957     MONUMENTED       CGS
 JX0565  HISTORY     - 1983     GOOD             NGS
 JX0565
 JX0565                          STATION DESCRIPTION
 JX0565
 JX0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0565'AT FAIRVIEW.
 JX0565'AT FAIRVIEW, AT THE SCHOOL AND CROSSROAD, 76 FEET NORTHEAST OF
 JX0565'CENTER LINE OF BLACK TOP ROAD, 26 FEET SOUTH OF CENTER LINE OF
 JX0565'GRAVEL ROAD EAST, 2 FEET NORTH OF NORTH FACE OF SCHOOL BUILDING,
 JX0565'2.9 FEET NORTHEAST OF NORTHWEST CORNER OF SCHOOL, 76 FEET WEST
 JX0565'OF A POWER POLE WITH A TRANSFORMER, ABOUT 3 FEET ABOVE LEVEL OF
 JX0565'GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JX0565'INCHES.
 JX0565
 JX0565                          STATION RECOVERY (1983)
 JX0565
 JX0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1022 ***********************************************************************
 HX1022  DESIGNATION -  E 13
 HX1022  PID         -  HX1022
 HX1022  STATE/COUNTY-  WV/WEBSTER
 HX1022  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1022
 HX1022                         *CURRENT SURVEY CONTROL
 HX1022  ___________________________________________________________________
 HX1022* NAD 83(1986)-  38 22 03.     (N)    080 33 19.     (W)     SCALED    
 HX1022* NAVD 88     -       635.474  (meters)    2084.88   (feet)  ADJUSTED  
 HX1022  ___________________________________________________________________
 HX1022  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX1022  DYNAMIC HT  -         634.982 (meters)    2083.27  (feet)  COMP
 HX1022  MODELED GRAV-     979,834.5   (mgal)                       NAVD 88
 HX1022
 HX1022  VERT ORDER  -  SECOND    CLASS 0
 HX1022
 HX1022.The horizontal coordinates were scaled from a topographic map and have
 HX1022.an estimated accuracy of +/- 6 seconds.
 HX1022
 HX1022.The orthometric height was determined by differential leveling
 HX1022.and adjusted by the National Geodetic Survey in June 1991..
 HX1022
 HX1022.The geoid height was determined by GEOID03.
 HX1022
 HX1022.The dynamic height is computed by dividing the NAVD 88
 HX1022.geopotential number by the normal gravity value computed on the
 HX1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1022.degrees latitude (g = 980.6199 gals.).
 HX1022
 HX1022.The modeled gravity was interpolated from observed gravity values.
 HX1022
 HX1022;                    North         East    Units  Estimated Accuracy
 HX1022;SPC WV S     -   151,870.      638,860.      MT  (+/- 180 meters Scaled)
 HX1022
 HX1022                          SUPERSEDED SURVEY CONTROL
 HX1022
 HX1022  NGVD 29 (??/??/92)  635.622  (m)         2085.37   (f) ADJ UNCH    2 0
 HX1022
 HX1022.Superseded values are not recommended for survey control.
 HX1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1022.See file dsdata.txt to determine how the superseded data were derived.
 HX1022
 HX1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC388466(NAD 83)
 HX1022_MARKER: DB = BENCH MARK DISK
 HX1022_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1022_SP_SET: UNSPECIFIED ROCK
 HX1022_STAMPING: E 13 1933
 HX1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1022
 HX1022  HISTORY     - Date     Condition        Report By
 HX1022  HISTORY     - 1933     MONUMENTED       CGS
 HX1022  HISTORY     - 1961     GOOD             NGS
 HX1022
 HX1022                          STATION DESCRIPTION
 HX1022
 HX1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1022'3.2 MI E FROM CAMDEN ON GAULEY.
 HX1022'ABOUT 3.25 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1022'FROM THE BRIDGE OVER COON CREEK AT CAMDEN ON GAULEY, ABOUT 5.05
 HX1022'MILES SOUTHWEST OF THE BALTIMORE AND OHIO RAILROAD STATION AT
 HX1022'COWEN, AT THE OUTSIDE OF A LONG CURVE, 24 YARDS NORTH AND ACROSS
 HX1022'THE TRACK FROM MILEAGE POLE NO. 122+18, SET ON THE TOP AND ABOUT
 HX1022'IN THE CENTER OF A FLAT ROCK THAT IS 13 FEET LONG AND 10 FEET
 HX1022'WIDE, 36 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 1/2 FEET ABOVE
 HX1022'THE LEVEL OF THE GROUND AND 6 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0576 ***********************************************************************
 JX0576  DESIGNATION -  E 130
 JX0576  PID         -  JX0576
 JX0576  STATE/COUNTY-  WV/WETZEL
 JX0576  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0576
 JX0576                         *CURRENT SURVEY CONTROL
 JX0576  ___________________________________________________________________
 JX0576* NAD 83(1986)-  39 39 06.     (N)    080 45 31.     (W)     SCALED    
 JX0576* NAVD 88     -       397.365  (meters)    1303.69   (feet)  ADJUSTED  
 JX0576  ___________________________________________________________________
 JX0576  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JX0576  DYNAMIC HT  -         397.135 (meters)    1302.93  (feet)  COMP
 JX0576  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 JX0576
 JX0576  VERT ORDER  -  SECOND    CLASS 0
 JX0576
 JX0576.The horizontal coordinates were scaled from a topographic map and have
 JX0576.an estimated accuracy of +/- 6 seconds.
 JX0576
 JX0576.The orthometric height was determined by differential leveling
 JX0576.and adjusted by the National Geodetic Survey in June 1991..
 JX0576
 JX0576.The geoid height was determined by GEOID03.
 JX0576
 JX0576.The dynamic height is computed by dividing the NAVD 88
 JX0576.geopotential number by the normal gravity value computed on the
 JX0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0576.degrees latitude (g = 980.6199 gals.).
 JX0576
 JX0576.The modeled gravity was interpolated from observed gravity values.
 JX0576
 JX0576;                    North         East    Units  Estimated Accuracy
 JX0576;SPC WV N     -   128,610.      491,990.      MT  (+/- 180 meters Scaled)
 JX0576
 JX0576                          SUPERSEDED SURVEY CONTROL
 JX0576
 JX0576  NGVD 29 (??/??/92)  397.522  (m)         1304.20   (f) ADJ UNCH    2 0
 JX0576
 JX0576.Superseded values are not recommended for survey control.
 JX0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0576.See file dsdata.txt to determine how the superseded data were derived.
 JX0576
 JX0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND207891(NAD 83)
 JX0576_MARKER: DB = BENCH MARK DISK
 JX0576_SETTING: 66 = SET IN ROCK OUTCROP
 JX0576_SP_SET: ROCK CUT
 JX0576_STAMPING: E 130 1957
 JX0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0576+STABILITY: POSITION/ELEVATION WELL
 JX0576
 JX0576  HISTORY     - Date     Condition        Report By
 JX0576  HISTORY     - 1957     MONUMENTED       CGS
 JX0576  HISTORY     - 1983     GOOD             NGS
 JX0576
 JX0576                          STATION DESCRIPTION
 JX0576
 JX0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0576'6.6 MI NE FROM NEW MARTINSVILLE.
 JX0576'ABOUT 6.6 MILES EAST AND NORTHEAST ALONG A BLACK TOP ROAD
 JX0576'FOLLOWING DOOLIN RUN AND LEADING TO NEWDALE FROM THE JUNCTION OF
 JX0576'STATE HIGHWAYS 2 AND 7 AT NEW MARTINSVILLE, ABOUT 0.95 MILE EAST
 JX0576'OF A JOGGED CROSSROAD (BLACK TOP ROAD SOUTH AND GRAVEL ROAD
 JX0576'NORTH, ABOUT 4.25 MILES SOUTHWEST ALONG BLACK TOP ROAD FROM
 JX0576'THE JUNCTION OF STATE HIGHWAY 89 AT NEWDALE, ABOUT 100 YARDS
 JX0576'SOUTHEAST OF A LARGE TWO-STORY WHITE FRAME HOUSE, ON THE OUTSIDE
 JX0576'OF A LONG CURVE WITH TANGENTS EXTENDING SOUTH AND WEST, SET
 JX0576'VERTICALLY IN THE SOUTHWEST FACE OF A PROJECTION OF ROCK IN A CUT,
 JX0576'13 FEET NORTHEAST OF CENTER LINE OF ROAD, 1 FOOT ABOVE GROUND
 JX0576'AND 2 FEET ABOVE LEVEL OF ROAD.
 JX0576
 JX0576                          STATION RECOVERY (1983)
 JX0576
 JX0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1066 ***********************************************************************
 JX1066  DESIGNATION -  E 131
 JX1066  PID         -  JX1066
 JX1066  STATE/COUNTY-  WV/PLEASANTS
 JX1066  USGS QUAD   -  BENS RUN (1994)
 JX1066
 JX1066                         *CURRENT SURVEY CONTROL
 JX1066  ___________________________________________________________________
 JX1066* NAD 83(1986)-  39 27 27.     (N)    081 05 39.     (W)     SCALED    
 JX1066* NAVD 88     -       199.256  (meters)     653.73   (feet)  ADJUSTED  
 JX1066  ___________________________________________________________________
 JX1066  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JX1066  DYNAMIC HT  -         199.138 (meters)     653.34  (feet)  COMP
 JX1066  MODELED GRAV-     980,027.7   (mgal)                       NAVD 88
 JX1066
 JX1066  VERT ORDER  -  SECOND    CLASS 0
 JX1066
 JX1066.The horizontal coordinates were scaled from a topographic map and have
 JX1066.an estimated accuracy of +/- 6 seconds.
 JX1066
 JX1066.The orthometric height was determined by differential leveling
 JX1066.and adjusted by the National Geodetic Survey in June 1991..
 JX1066
 JX1066.The geoid height was determined by GEOID03.
 JX1066
 JX1066.The dynamic height is computed by dividing the NAVD 88
 JX1066.geopotential number by the normal gravity value computed on the
 JX1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1066.degrees latitude (g = 980.6199 gals.).
 JX1066
 JX1066.The modeled gravity was interpolated from observed gravity values.
 JX1066
 JX1066;                    North         East    Units  Estimated Accuracy
 JX1066;SPC WV N     -   107,520.      462,810.      MT  (+/- 180 meters Scaled)
 JX1066
 JX1066                          SUPERSEDED SURVEY CONTROL
 JX1066
 JX1066  NGVD 29 (??/??/92)  199.432  (m)          654.30   (f) ADJ UNCH    2 0
 JX1066
 JX1066.Superseded values are not recommended for survey control.
 JX1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1066.See file dsdata.txt to determine how the superseded data were derived.
 JX1066
 JX1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD918675(NAD 83)
 JX1066_MARKER: DB = BENCH MARK DISK
 JX1066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1066_SP_SET: BRIDGE
 JX1066_STAMPING: E 131 1957
 JX1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1066
 JX1066  HISTORY     - Date     Condition        Report By
 JX1066  HISTORY     - 1957     MONUMENTED       CGS
 JX1066
 JX1066                          STATION DESCRIPTION
 JX1066
 JX1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1066'1 MI SE FROM BENS RUN.
 JX1066'ABOUT 1.0 MILE SOUTHEAST ALONG BENS RUN ROAD FROM THE JUNCTION
 JX1066'OF STATE HIGHWAY 2 AT BENS RUN, AT THE PLEASANTS-TYLER COUNTY
 JX1066'LINE, IN THE TOP OF SOUTHEAST END OF SOUTHWEST RAILING OF A
 JX1066'40-FOOT CONCRETE BRIDGE OVER BENS RUN, 10 1/2 FEET SOUTHWEST OF
 JX1066'CENTER LINE OF ROAD, 41 FEET WEST OF CENTER OF JUNCTION OF ROAD
 JX1066'LEADING NORTHEAST AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0895 ***********************************************************************
 JX0895  DESIGNATION -  E 132
 JX0895  PID         -  JX0895
 JX0895  STATE/COUNTY-  WV/PLEASANTS
 JX0895  USGS QUAD   -  BELMONT (1994)
 JX0895
 JX0895                         *CURRENT SURVEY CONTROL
 JX0895  ___________________________________________________________________
 JX0895* NAD 83(1986)-  39 22 41.     (N)    081 15 28.     (W)     SCALED    
 JX0895* NAVD 88     -       188.501  (meters)     618.44   (feet)  ADJUSTED  
 JX0895  ___________________________________________________________________
 JX0895  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JX0895  DYNAMIC HT  -         188.386 (meters)     618.06  (feet)  COMP
 JX0895  MODELED GRAV-     980,017.5   (mgal)                       NAVD 88
 JX0895
 JX0895  VERT ORDER  -  SECOND    CLASS 0
 JX0895
 JX0895.The horizontal coordinates were scaled from a topographic map and have
 JX0895.an estimated accuracy of +/- 6 seconds.
 JX0895
 JX0895.The orthometric height was determined by differential leveling
 JX0895.and adjusted by the National Geodetic Survey in June 1991..
 JX0895
 JX0895.The geoid height was determined by GEOID03.
 JX0895
 JX0895.The dynamic height is computed by dividing the NAVD 88
 JX0895.geopotential number by the normal gravity value computed on the
 JX0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0895.degrees latitude (g = 980.6199 gals.).
 JX0895
 JX0895.The modeled gravity was interpolated from observed gravity values.
 JX0895
 JX0895;                    North         East    Units  Estimated Accuracy
 JX0895;SPC WV N     -    98,960.      448,560.      MT  (+/- 180 meters Scaled)
 JX0895
 JX0895                          SUPERSEDED SURVEY CONTROL
 JX0895
 JX0895  NGVD 29 (??/??/92)  188.661  (m)          618.97   (f) ADJ UNCH    2 0
 JX0895
 JX0895.Superseded values are not recommended for survey control.
 JX0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0895.See file dsdata.txt to determine how the superseded data were derived.
 JX0895
 JX0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD777587(NAD 83)
 JX0895_MARKER: DB = BENCH MARK DISK
 JX0895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0895_SP_SET: CULVERT
 JX0895_STAMPING: E 132 1957
 JX0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0895
 JX0895  HISTORY     - Date     Condition        Report By
 JX0895  HISTORY     - 1957     MONUMENTED       CGS
 JX0895  HISTORY     - 1963     GOOD             NGS
 JX0895  HISTORY     - 1983     GOOD             NGS
 JX0895
 JX0895                          STATION DESCRIPTION
 JX0895
 JX0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0895'AT BELMONT.
 JX0895'AT BELMONT, ABOUT 0.15 MILE SOUTHEAST AONG STREET FROM THE
 JX0895'BAPTIST CHURCH, IN THE TOP OF THE SOUTHEAST WING WALL OF A
 JX0895'6-FOOT CONCRETE ARCHED CULVERT UNDER ROAD, 12 FEET SOUTH OF
 JX0895'CENTER LINE OF ROAD, 84 FEET SOUTHWEST AND ACROSS ROAD FROM
 JX0895'THE SOUTHEAST CORNER OF A 10-FOOT WOODEN BRIDGE, ON A RIGHT
 JX0895'ANGLE TURN IN ROAD WITH TANGENTS EXTENDING EAST AND NORTH, 24
 JX0895'FEET SOUTHWEST OF AND ACROSS ROAD FROM TELEPHONE POLE NO. 2870,
 JX0895'1/2 FOOT SOUTH OF HEAD WALL AND 1 FOOT BELOW LEVEL OF ROAD.
 JX0895
 JX0895                          STATION RECOVERY (1963)
 JX0895
 JX0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0895'RECOVERED IN GOOD CONDITION.
 JX0895
 JX0895                          STATION RECOVERY (1983)
 JX0895
 JX0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0913 ***********************************************************************
 JX0913  DESIGNATION -  E 133
 JX0913  PID         -  JX0913
 JX0913  STATE/COUNTY-  WV/RITCHIE
 JX0913  USGS QUAD   -  CAIRO (1986)
 JX0913
 JX0913                         *CURRENT SURVEY CONTROL
 JX0913  ___________________________________________________________________
 JX0913* NAD 83(1986)-  39 14 22.     (N)    081 12 56.     (W)     SCALED    
 JX0913* NAVD 88     -       224.815  (meters)     737.58   (feet)  ADJUSTED  
 JX0913  ___________________________________________________________________
 JX0913  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JX0913  DYNAMIC HT  -         224.676 (meters)     737.12  (feet)  COMP
 JX0913  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 JX0913
 JX0913  VERT ORDER  -  SECOND    CLASS 0
 JX0913
 JX0913.The horizontal coordinates were scaled from a topographic map and have
 JX0913.an estimated accuracy of +/- 6 seconds.
 JX0913
 JX0913.The orthometric height was determined by differential leveling
 JX0913.and adjusted by the National Geodetic Survey in June 1991..
 JX0913
 JX0913.The geoid height was determined by GEOID03.
 JX0913
 JX0913.The dynamic height is computed by dividing the NAVD 88
 JX0913.geopotential number by the normal gravity value computed on the
 JX0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0913.degrees latitude (g = 980.6199 gals.).
 JX0913
 JX0913.The modeled gravity was interpolated from observed gravity values.
 JX0913
 JX0913;                    North         East    Units  Estimated Accuracy
 JX0913;SPC WV N     -    83,510.      451,900.      MT  (+/- 180 meters Scaled)
 JX0913
 JX0913                          SUPERSEDED SURVEY CONTROL
 JX0913
 JX0913  NGVD 29 (??/??/92)  224.992  (m)          738.16   (f) ADJ UNCH    2 0
 JX0913
 JX0913.Superseded values are not recommended for survey control.
 JX0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0913.See file dsdata.txt to determine how the superseded data were derived.
 JX0913
 JX0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD813433(NAD 83)
 JX0913_MARKER: DB = BENCH MARK DISK
 JX0913_SETTING: 66 = SET IN ROCK OUTCROP
 JX0913_SP_SET: ROCK LEDGE
 JX0913_STAMPING: E 133 1957
 JX0913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0913+STABILITY: POSITION/ELEVATION WELL
 JX0913
 JX0913  HISTORY     - Date     Condition        Report By
 JX0913  HISTORY     - 1957     MONUMENTED       CGS
 JX0913  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0913
 JX0913                          STATION DESCRIPTION
 JX0913
 JX0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0913'0.6 MI SE FROM NUTTER FARM.
 JX0913'ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION
 JX0913'OF U.S. HIGHWAY 50 AT NUTTER FARM, ABOUT 0.1 MILE WEST OF A
 JX0913'HIGHWAY BRIDGE OVER NUTTER FORK, IN THE TOP OF AN OUTCROPPING
 JX0913'SANDSTONE LEDGE ON LEFT BANK OF STREAM, 113 FEET SOUTH OF
 JX0913'CENTER LINE OF HIGHWAY, 161 FEET SOUTH AND ACROSS HIGHWAY FROM
 JX0913'THE SOUTHEAST CORNER OF RESIDENCE OF DENVER DUCKWORTH, 17 FEET
 JX0913'EAST OF A POWER POLE WITH TRANSFORMER, 7 FEET WEST OF A 12-INCH
 JX0913'TRIANGLE CHISELED IN FACE OF LEDGE AND ABOUT 3 FEET BELOW LEVEL
 JX0913'OF HIGHWAY.
 JX0913
 JX0913                          STATION RECOVERY (1983)
 JX0913
 JX0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0913'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0874 ***********************************************************************
 JX0874  DESIGNATION -  E 134
 JX0874  PID         -  JX0874
 JX0874  STATE/COUNTY-  WV/PLEASANTS
 JX0874  USGS QUAD   -  RAVEN ROCK (1994)
 JX0874
 JX0874                         *CURRENT SURVEY CONTROL
 JX0874  ___________________________________________________________________
 JX0874* NAD 83(1986)-  39 25 41.     (N)    081 10 42.     (W)     SCALED    
 JX0874* NAVD 88     -       189.384  (meters)     621.34   (feet)  ADJUSTED  
 JX0874  ___________________________________________________________________
 JX0874  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JX0874  DYNAMIC HT  -         189.271 (meters)     620.97  (feet)  COMP
 JX0874  MODELED GRAV-     980,026.0   (mgal)                       NAVD 88
 JX0874
 JX0874  VERT ORDER  -  FIRST     CLASS II
 JX0874
 JX0874.The horizontal coordinates were scaled from a topographic map and have
 JX0874.an estimated accuracy of +/- 6 seconds.
 JX0874
 JX0874.The orthometric height was determined by differential leveling
 JX0874.and adjusted by the National Geodetic Survey in June 1991..
 JX0874
 JX0874.The geoid height was determined by GEOID03.
 JX0874
 JX0874.The dynamic height is computed by dividing the NAVD 88
 JX0874.geopotential number by the normal gravity value computed on the
 JX0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0874.degrees latitude (g = 980.6199 gals.).
 JX0874
 JX0874.The modeled gravity was interpolated from observed gravity values.
 JX0874
 JX0874;                    North         East    Units  Estimated Accuracy
 JX0874;SPC WV N     -   104,380.      455,510.      MT  (+/- 180 meters Scaled)
 JX0874
 JX0874                          SUPERSEDED SURVEY CONTROL
 JX0874
 JX0874  NGVD 29 (??/??/92)  189.556  (m)          621.90   (f) ADJ UNCH    1 2
 JX0874
 JX0874.Superseded values are not recommended for survey control.
 JX0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0874.See file dsdata.txt to determine how the superseded data were derived.
 JX0874
 JX0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD846642(NAD 83)
 JX0874_MARKER: DB = BENCH MARK DISK
 JX0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0874_STAMPING: E 134 1957
 JX0874_MARK LOGO: CGS   
 JX0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0874+STABILITY: SURFACE MOTION
 JX0874
 JX0874  HISTORY     - Date     Condition        Report By
 JX0874  HISTORY     - 1957     MONUMENTED       CGS
 JX0874  HISTORY     - 1983     GOOD             NGS
 JX0874
 JX0874                          STATION DESCRIPTION
 JX0874
 JX0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0874'2.7 MI NE FROM ST MARYS.
 JX0874'ABOUT 2.7 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0874'FROM THE STATION AT ST. MARYS, ABOUT 160 YARDS SOUTHWEST OF
 JX0874'RAILROAD TRESTLE NO. 610, 19.8 FEET SOUTHEAST OF SOUTHEAST RAIL,
 JX0874'195 FEET WEST OF WEST CORNER OF TWO-STORY BRICK RESIDENCE OF
 JX0874'MR. ELGIN ADKNS, 35 FEET EAST OF CENTER OF CROSSING OF A PRIVATE
 JX0874'FARM ROAD, 9 FEET EAST-SOUTHEAST OF TELEPHONE POLE NO. 61+10, 1 1/2
 JX0874'FEET NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A CONCRETE
 JX0874'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP
 JX0874'OF A CONCRETE POST PROJECTING 3 INCHES.
 JX0874
 JX0874                          STATION RECOVERY (1983)
 JX0874
 JX0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0874'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE WITH
 JX0874'THE FOLLOWING CORRECTIONS.  DELETE--1-1/2 FEET NORTHWEST OF A FENCE
 JX0874'LINE.  ADD--THE MARK IS NOW FLUSH WITH THE GROUND AND 0.30 METER
 JX0874'(1.0 FT) BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0384 ***********************************************************************
 JX0384  DESIGNATION -  E 135
 JX0384  PID         -  JX0384
 JX0384  STATE/COUNTY-  WV/TYLER
 JX0384  USGS QUAD   -  SHIRLEY (1989)
 JX0384
 JX0384                         *CURRENT SURVEY CONTROL
 JX0384  ___________________________________________________________________
 JX0384* NAD 83(1986)-  39 24 53.     (N)    080 48 21.     (W)     SCALED    
 JX0384* NAVD 88     -       244.133  (meters)     800.96   (feet)  ADJUSTED  
 JX0384  ___________________________________________________________________
 JX0384  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JX0384  DYNAMIC HT  -         243.987 (meters)     800.48  (feet)  COMP
 JX0384  MODELED GRAV-     980,020.2   (mgal)                       NAVD 88
 JX0384
 JX0384  VERT ORDER  -  SECOND    CLASS 0
 JX0384
 JX0384.The horizontal coordinates were scaled from a topographic map and have
 JX0384.an estimated accuracy of +/- 6 seconds.
 JX0384
 JX0384.The orthometric height was determined by differential leveling
 JX0384.and adjusted by the National Geodetic Survey in June 1991..
 JX0384
 JX0384.The geoid height was determined by GEOID03.
 JX0384
 JX0384.The dynamic height is computed by dividing the NAVD 88
 JX0384.geopotential number by the normal gravity value computed on the
 JX0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0384.degrees latitude (g = 980.6199 gals.).
 JX0384
 JX0384.The modeled gravity was interpolated from observed gravity values.
 JX0384
 JX0384;                    North         East    Units  Estimated Accuracy
 JX0384;SPC WV N     -   102,370.      487,550.      MT  (+/- 180 meters Scaled)
 JX0384
 JX0384                          SUPERSEDED SURVEY CONTROL
 JX0384
 JX0384  NGVD 29 (??/??/92)  244.296  (m)          801.49   (f) ADJ UNCH    2 0
 JX0384
 JX0384.Superseded values are not recommended for survey control.
 JX0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0384.See file dsdata.txt to determine how the superseded data were derived.
 JX0384
 JX0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND167628(NAD 83)
 JX0384_MARKER: DB = BENCH MARK DISK
 JX0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0384_STAMPING: E 135 1957
 JX0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0384+STABILITY: SURFACE MOTION
 JX0384
 JX0384  HISTORY     - Date     Condition        Report By
 JX0384  HISTORY     - 1957     MONUMENTED       CGS
 JX0384
 JX0384                          STATION DESCRIPTION
 JX0384
 JX0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0384'2.6 MI SE FROM TYLER.
 JX0384'ABOUT 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE
 JX0384'JUNCTION OF STATE HIGHWAY 18 AT TYLER, 92 FEET SOUTHWEST OF
 JX0384'CENTER LINE OF HIGHWAY, 103 FEET WEST-SOUTHWEST OF CENTER OF
 JX0384'JUNCTION OF HIGHWAY AND A DIRT ROAD WEST, 88 FEET EAST-SOUTHEAST
 JX0384'OF SOUTHEAST CORNER OF PHILIP SMITH RESIDENCE, 15 FEET NORTH
 JX0384'OF CENTER LINE OF ROAD WEST, 6 FEET WEST OF A TELEPHONE POLE,
 JX0384'1 FOOT NORTH OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE
 JX0384'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0583 ***********************************************************************
 JX0583  DESIGNATION -  E 136
 JX0583  PID         -  JX0583
 JX0583  STATE/COUNTY-  WV/TYLER
 JX0583  USGS QUAD   -  PADEN CITY (1994)
 JX0583
 JX0583                         *CURRENT SURVEY CONTROL
 JX0583  ___________________________________________________________________
 JX0583* NAD 83(1986)-  39 32 46.     (N)    080 58 18.     (W)     SCALED    
 JX0583* NAVD 88     -       252.491  (meters)     828.38   (feet)  ADJUSTED  
 JX0583  ___________________________________________________________________
 JX0583  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JX0583  DYNAMIC HT  -         252.343 (meters)     827.90  (feet)  COMP
 JX0583  MODELED GRAV-     980,036.1   (mgal)                       NAVD 88
 JX0583
 JX0583  VERT ORDER  -  SECOND    CLASS 0
 JX0583
 JX0583.The horizontal coordinates were scaled from a topographic map and have
 JX0583.an estimated accuracy of +/- 6 seconds.
 JX0583
 JX0583.The orthometric height was determined by differential leveling
 JX0583.and adjusted by the National Geodetic Survey in June 1991..
 JX0583
 JX0583.The geoid height was determined by GEOID03.
 JX0583
 JX0583.The dynamic height is computed by dividing the NAVD 88
 JX0583.geopotential number by the normal gravity value computed on the
 JX0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0583.degrees latitude (g = 980.6199 gals.).
 JX0583
 JX0583.The modeled gravity was interpolated from observed gravity values.
 JX0583
 JX0583;                    North         East    Units  Estimated Accuracy
 JX0583;SPC WV N     -   117,170.      473,510.      MT  (+/- 180 meters Scaled)
 JX0583
 JX0583                          SUPERSEDED SURVEY CONTROL
 JX0583
 JX0583  NGVD 29 (??/??/92)  252.647  (m)          828.89   (f) ADJ UNCH    2 0
 JX0583
 JX0583.Superseded values are not recommended for survey control.
 JX0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0583.See file dsdata.txt to determine how the superseded data were derived.
 JX0583
 JX0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND024773(NAD 83)
 JX0583_MARKER: DB = BENCH MARK DISK
 JX0583_SETTING: 66 = SET IN ROCK OUTCROP
 JX0583_SP_SET: ROCK LEDGE
 JX0583_STAMPING: E 136 1957
 JX0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0583+STABILITY: POSITION/ELEVATION WELL
 JX0583
 JX0583  HISTORY     - Date     Condition        Report By
 JX0583  HISTORY     - 1957     MONUMENTED       CGS
 JX0583  HISTORY     - 1983     GOOD             NGS
 JX0583
 JX0583                          STATION DESCRIPTION
 JX0583
 JX0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0583'2.5 MI SE FROM SISTERVILLE.
 JX0583'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE POST
 JX0583'OFFICE AT SISTERVILLE, AT THE JUNCTION OF A GRAVEL ROAD EAST,
 JX0583'SET VERTICALLY IN FACE OF A ROCK LEDGE, 18 FEET EAST-NORTHEAST
 JX0583'OF CENTER LINE OF HIGHWAY, 171 FEET SOUTHEAST OF SOUTHEAST CORNER
 JX0583'OF A CONCRETE BRIDGE OVER PURSLEY CREEK, 70 FEET NORTHEAST AND
 JX0583'ACROSS HIGHWAY FROM A 24-INCH WALNUT TREE, 191 FEET NORTH OF
 JX0583'CENTER LINE OF GRAVEL ROAD, AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.
 JX0583
 JX0583                          STATION RECOVERY (1983)
 JX0583
 JX0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0424 ***********************************************************************
 JX0424  DESIGNATION -  E 137
 JX0424  PID         -  JX0424
 JX0424  STATE/COUNTY-  WV/TYLER
 JX0424  USGS QUAD   -  SHIRLEY (1989)
 JX0424
 JX0424                         *CURRENT SURVEY CONTROL
 JX0424  ___________________________________________________________________
 JX0424* NAD 83(1986)-  39 28 51.     (N)    080 45 05.     (W)     SCALED    
 JX0424* NAVD 88     -       333.038  (meters)    1092.64   (feet)  ADJUSTED  
 JX0424  ___________________________________________________________________
 JX0424  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JX0424  DYNAMIC HT  -         332.844 (meters)    1092.01  (feet)  COMP
 JX0424  MODELED GRAV-     980,032.4   (mgal)                       NAVD 88
 JX0424
 JX0424  VERT ORDER  -  SECOND    CLASS 0
 JX0424
 JX0424.The horizontal coordinates were scaled from a topographic map and have
 JX0424.an estimated accuracy of +/- 6 seconds.
 JX0424
 JX0424.The orthometric height was determined by differential leveling
 JX0424.and adjusted by the National Geodetic Survey in June 1991..
 JX0424
 JX0424.The geoid height was determined by GEOID03.
 JX0424
 JX0424.The dynamic height is computed by dividing the NAVD 88
 JX0424.geopotential number by the normal gravity value computed on the
 JX0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0424.degrees latitude (g = 980.6199 gals.).
 JX0424
 JX0424.The modeled gravity was interpolated from observed gravity values.
 JX0424
 JX0424;                    North         East    Units  Estimated Accuracy
 JX0424;SPC WV N     -   109,640.      492,340.      MT  (+/- 180 meters Scaled)
 JX0424
 JX0424                          SUPERSEDED SURVEY CONTROL
 JX0424
 JX0424  NGVD 29 (??/??/92)  333.202  (m)         1093.18   (f) ADJ UNCH    2 0
 JX0424
 JX0424.Superseded values are not recommended for survey control.
 JX0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0424.See file dsdata.txt to determine how the superseded data were derived.
 JX0424
 JX0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND213701(NAD 83)
 JX0424_MARKER: DB = BENCH MARK DISK
 JX0424_SETTING: 66 = SET IN ROCK OUTCROP
 JX0424_SP_SET: CUT
 JX0424_STAMPING: E 137 1957
 JX0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0424+STABILITY: POSITION/ELEVATION WELL
 JX0424
 JX0424  HISTORY     - Date     Condition        Report By
 JX0424  HISTORY     - 1957     MONUMENTED       CGS
 JX0424
 JX0424                          STATION DESCRIPTION
 JX0424
 JX0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0424'3 MI SW FROM ATWOOD.
 JX0424'ABOUT 1.6 MILES SOUTH ALONG A ROAD WHICH ROUGHLY FOLLOWS THE
 JX0424'WETZEL-TYLER COUNTY LINE FROM THE JUNCTION OF CROW RUN ROAD AT
 JX0424'ATWOOD, THENCE ABOUT 1.35 MILES SOUTHWEST ALONG A ROAD LEADING VIA
 JX0424'LINK INTO BIG RUN, ABOUT 0.2 MILE SOUTHWEST OF ROAD JUNCTION AT
 JX0424'LINK, AT THE JUNCTION OF A ROAD LEADING SOUTH AND UPHILL TO WELL
 JX0424'NO. 6103 AND JUNCTION OF A SMALLER ROAD LEADING EAST AND DOWNHILL,
 JX0424'13 FEET NORTH OF CENTER LINE OF BIG RUN ROAD (GRAVEL), 37 FEET
 JX0424'NORTH-NORTHEAST OF CENTER OF JUNCTION OF ROADS, 30 FEET NORTHWEST
 JX0424'AND ACROSS ROAD FROM A 16-INCH WHITE OAK TREE, SET VERTICALLY IN
 JX0424'THE SOUTH FACE OF A SMALL PROJECTION OF ROCK AT EAST END OF A
 JX0424'ROCK CUT, ON THE INSIDE OF A CURVE IN ROAD AND ABOUT LEVEL WITH
 JX0424'ROAD.  NOTE-- MARK IS REACHED FROM BLUE, TYLER COUNTY, BY GOING
 JX0424'ABOUT 1.0 MILE EAST ALONG INDIAN CREEK ROAD FROM THE JUNCTION OF
 JX0424'STATE HIGHWAY 18, THENCE ABOUT 5.0 MILES NORTHEAST ALONG BIG RUN
 JX0424'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0483 ***********************************************************************
 JX0483  DESIGNATION -  E 138
 JX0483  PID         -  JX0483
 JX0483  STATE/COUNTY-  WV/MARSHALL
 JX0483  USGS QUAD   -  POWHATAN POINT (1984)
 JX0483
 JX0483                         *CURRENT SURVEY CONTROL
 JX0483  ___________________________________________________________________
 JX0483* NAD 83(1986)-  39 49 46.     (N)    080 49 09.     (W)     SCALED    
 JX0483* NAVD 88     -       195.412  (meters)     641.11   (feet)  POSTED    
 JX0483  ___________________________________________________________________
 JX0483  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JX0483  DYNAMIC HT  -         195.300 (meters)     640.75  (feet)  COMP
 JX0483  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 JX0483
 JX0483  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JX0483
 JX0483.The horizontal coordinates were scaled from a topographic map and have
 JX0483.an estimated accuracy of +/- 6 seconds.
 JX0483
 JX0483.The orthometric height was determined by differential leveling
 JX0483.and adjusted by the National Geodetic Survey in 1992..
 JX0483.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JX0483.rate of 4.1 thru 8.0 mm/km.
 JX0483
 JX0483.The geoid height was determined by GEOID03.
 JX0483
 JX0483.The dynamic height is computed by dividing the NAVD 88
 JX0483.geopotential number by the normal gravity value computed on the
 JX0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0483.degrees latitude (g = 980.6199 gals.).
 JX0483
 JX0483.The modeled gravity was interpolated from observed gravity values.
 JX0483
 JX0483;                    North         East    Units  Estimated Accuracy
 JX0483;SPC WV N     -   148,420.      487,080.      MT  (+/- 180 meters Scaled)
 JX0483
 JX0483                          SUPERSEDED SURVEY CONTROL
 JX0483
 JX0483  NGVD 29 (??/??/92)  195.586  (m)          641.69   (f) ADJ UNCH    2 0
 JX0483
 JX0483.Superseded values are not recommended for survey control.
 JX0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0483.See file dsdata.txt to determine how the superseded data were derived.
 JX0483
 JX0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE154088(NAD 83)
 JX0483_MARKER: DB = BENCH MARK DISK
 JX0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0483_SP_SET: CATCH BASIN
 JX0483_STAMPING: E 138 1957
 JX0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0483
 JX0483  HISTORY     - Date     Condition        Report By
 JX0483  HISTORY     - 1957     MONUMENTED       CGS
 JX0483  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0483  HISTORY     - 1986     MARK NOT FOUND   USGS
 JX0483
 JX0483                          STATION DESCRIPTION
 JX0483
 JX0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0483'1.6 MI N FROM WOODLANDS.
 JX0483'ABOUT 1.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0483'THE BRIDGE OVER FISH CREEK AT WOODLANDS, ABOUT 0.1 MILE WEST OF A
 JX0483'ROADSIDE PARK WHICH IS BETWEEN THE TRACK AND STATE HIGHWAY 2 AND
 JX0483'IS ALONG HIGHWAY 2, ABOUT MIDWAY BETWEEN MILEAGE POLES 21+22 AND
 JX0483'21+23, IN THE TOP OF THE NORTHEAST CORNER OF A 3 BY 3-FOOT CONCRETE
 JX0483'CATCH BASIN, 45 FEET EAST OF EAST RAIL OF MAIN TRACK, 16 FEET
 JX0483'EAST OF EAST RAIL OF A SPUR TRACK AND ABOUT LEVEL WITH MAIN TRACK.
 JX0483
 JX0483                          STATION RECOVERY (1983)
 JX0483
 JX0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0483'NOT RECVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF MARK
 JX0483'BEING FOUND, THE HIGHWAY HAS BEEN RELOCATED IN THIS AREA AND THE
 JX0483'ROADSIDE PARK NO LONGER EXISTS, DESCRIPTION IS INADEQUATE TO RECOVER
 JX0483'MARK.
 JX0483
 JX0483                          STATION RECOVERY (1986)
 JX0483
 JX0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DAC)
 JX0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0651 ***********************************************************************
 JX0651  DESIGNATION -  E 139
 JX0651  PID         -  JX0651
 JX0651  STATE/COUNTY-  WV/TYLER
 JX0651  USGS QUAD   -  PORTERS FALLS (1976)
 JX0651
 JX0651                         *CURRENT SURVEY CONTROL
 JX0651  ___________________________________________________________________
 JX0651* NAD 83(1986)-  39 32 42.     (N)    080 49 44.     (W)     SCALED    
 JX0651* NAVD 88     -       264.393  (meters)     867.43   (feet)  ADJUSTED  
 JX0651  ___________________________________________________________________
 JX0651  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JX0651  DYNAMIC HT  -         264.239 (meters)     866.92  (feet)  COMP
 JX0651  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 JX0651
 JX0651  VERT ORDER  -  SECOND    CLASS 0
 JX0651
 JX0651.The horizontal coordinates were scaled from a topographic map and have
 JX0651.an estimated accuracy of +/- 6 seconds.
 JX0651
 JX0651.The orthometric height was determined by differential leveling
 JX0651.and adjusted by the National Geodetic Survey in June 1991..
 JX0651
 JX0651.The geoid height was determined by GEOID03.
 JX0651
 JX0651.The dynamic height is computed by dividing the NAVD 88
 JX0651.geopotential number by the normal gravity value computed on the
 JX0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0651.degrees latitude (g = 980.6199 gals.).
 JX0651
 JX0651.The modeled gravity was interpolated from observed gravity values.
 JX0651
 JX0651;                    North         East    Units  Estimated Accuracy
 JX0651;SPC WV N     -   116,860.      485,780.      MT  (+/- 180 meters Scaled)
 JX0651
 JX0651                          SUPERSEDED SURVEY CONTROL
 JX0651
 JX0651  NGVD 29 (??/??/92)  264.555  (m)          867.96   (f) ADJ UNCH    2 0
 JX0651
 JX0651.Superseded values are not recommended for survey control.
 JX0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0651.See file dsdata.txt to determine how the superseded data were derived.
 JX0651
 JX0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND147772(NAD 83)
 JX0651_MARKER: DB = BENCH MARK DISK
 JX0651_SETTING: 66 = SET IN ROCK OUTCROP
 JX0651_SP_SET: ROCK LEDGE
 JX0651_STAMPING: E 139 1957
 JX0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0651+STABILITY: POSITION/ELEVATION WELL
 JX0651
 JX0651  HISTORY     - Date     Condition        Report By
 JX0651  HISTORY     - 1957     MONUMENTED       CGS
 JX0651
 JX0651                          STATION DESCRIPTION
 JX0651
 JX0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0651'4.1 MI S FROM MINNIE.
 JX0651'ABOUT 1.7 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 JX0651'BALTIMORE AND OHIO RAILROAD AT MINNIE, THENCE ABOUT 1.4 MILES
 JX0651'SOUTH ALONG AN OLD ABANDONED ROAD TO BM H 139 (*), THENCE ABOUT
 JX0651'0.2 MILE WEST ALONG A GRAVEL ROAD FOLLOWING THE WETZEL-TYLER
 JX0651'COUNTY LINE, THENCE ABOUT 0.8 MILE SOUTH ALONG AN OLD ROAD LEADING
 JX0651'INTO BIG RUN, AT A GROUP OF OLD ABANDONED FARM BUILDINGS, IN THE
 JX0651'TOP OF A SMALL LEDGE ON THE WEST SLOPE OF A ROCK OUTCROP, NEAR THE
 JX0651'SOUTH EDGE OF A SMALL FIELD, 27 FEET EAST OF BIG RUN, 95 FEET
 JX0651'EAST AND ACROSS RUN FROM NORTHEAST CORNER OF HOUSE, 39 FEET
 JX0651'NORTHEAST OF A 10-INCH WALNUT TREE AND 2 FEET ABOVE GROUND.
 JX0651'NOTE-- SEE DESCRIPTION OF H 139 FOR DESCRIPTION ON HOW TO REACH
 JX0651'MARK FROM NEW MARTINSVILLE.  NOTE-- MARK IS ABOUT 3.25 MILES
 JX0651'EAST ALONG ELK CREEK ROAD FROM THE CHURCH AND CEMETERY AT KIDWELL,
 JX0651'THENCE ABOUT 2.15 MILES NORTHEAST ALONG BIG RUN ROAD AND OLD
 JX0651'ABANDONED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1833 ***********************************************************************
 HX1833  DESIGNATION -  E 14
 HX1833  PID         -  HX1833
 HX1833  STATE/COUNTY-  WV/NICHOLAS
 HX1833  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1833
 HX1833                         *CURRENT SURVEY CONTROL
 HX1833  ___________________________________________________________________
 HX1833* NAD 83(1986)-  38 13 37.     (N)    081 09 13.     (W)     SCALED    
 HX1833* NAVD 88     -       217.485  (meters)     713.53   (feet)  ADJUSTED  
 HX1833  ___________________________________________________________________
 HX1833  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HX1833  DYNAMIC HT  -         217.330 (meters)     713.02  (feet)  COMP
 HX1833  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 HX1833
 HX1833  VERT ORDER  -  SECOND    CLASS 0
 HX1833
 HX1833.The horizontal coordinates were scaled from a topographic map and have
 HX1833.an estimated accuracy of +/- 6 seconds.
 HX1833
 HX1833.The orthometric height was determined by differential leveling
 HX1833.and adjusted by the National Geodetic Survey in June 1991..
 HX1833
 HX1833.The geoid height was determined by GEOID03.
 HX1833
 HX1833.The dynamic height is computed by dividing the NAVD 88
 HX1833.geopotential number by the normal gravity value computed on the
 HX1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1833.degrees latitude (g = 980.6199 gals.).
 HX1833
 HX1833.The modeled gravity was interpolated from observed gravity values.
 HX1833
 HX1833;                    North         East    Units  Estimated Accuracy
 HX1833;SPC WV S     -   136,190.      586,550.      MT  (+/- 180 meters Scaled)
 HX1833
 HX1833                          SUPERSEDED SURVEY CONTROL
 HX1833
 HX1833  NGVD 29 (??/??/92)  217.67   (m)          714.1    (f) COMPUTED    2 0
 HX1833
 HX1833.Superseded values are not recommended for survey control.
 HX1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1833.See file dsdata.txt to determine how the superseded data were derived.
 HX1833
 HX1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC865310(NAD 83)
 HX1833_MARKER: DB = BENCH MARK DISK
 HX1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1833_STAMPING: E 14 1934
 HX1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1833+STABILITY: SURFACE MOTION
 HX1833
 HX1833  HISTORY     - Date     Condition        Report By
 HX1833  HISTORY     - 1934     MONUMENTED       CGS
 HX1833  HISTORY     - 1961     MARK NOT FOUND   NGS
 HX1833
 HX1833                          STATION DESCRIPTION
 HX1833
 HX1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HX1833'8.5 MI E FROM GAULEY BRIDGE.
 HX1833'8.5 MILES EAST ALONG U.S. HIGHWAY NO. 19, 2.50 MILES EAST OF
 HX1833'THE N.Y.C.R.R. STATION AT BELVA, 35 YARDS SOUTH-WEST OF STANDARD
 HX1833'OIL FILLING STATION, 25 YARDS SOUTH OF CENTER LINE OF HIGHWAY,
 HX1833'A CONCRETE POST 2 YARDS BELOW THE LEVEL OF THE HIGHWAY AND
 HX1833'SIX INCHES ABOVE THE LEVEL OF THE GROUND.
 HX1833
 HX1833                          STATION RECOVERY (1961)
 HX1833
 HX1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HX1833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0447 ***********************************************************************
 JX0447  DESIGNATION -  E 140
 JX0447  PID         -  JX0447
 JX0447  STATE/COUNTY-  WV/WETZEL
 JX0447  USGS QUAD   -  PINE GROVE (1976)
 JX0447
 JX0447                         *CURRENT SURVEY CONTROL
 JX0447  ___________________________________________________________________
 JX0447* NAD 83(1986)-  39 33 43.     (N)    080 42 17.     (W)     SCALED    
 JX0447* NAVD 88     -       210.480  (meters)     690.55   (feet)  ADJUSTED  
 JX0447  ___________________________________________________________________
 JX0447  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JX0447  DYNAMIC HT  -         210.356 (meters)     690.14  (feet)  COMP
 JX0447  MODELED GRAV-     980,036.7   (mgal)                       NAVD 88
 JX0447
 JX0447  VERT ORDER  -  SECOND    CLASS 0
 JX0447
 JX0447.The horizontal coordinates were scaled from a topographic map and have
 JX0447.an estimated accuracy of +/- 6 seconds.
 JX0447
 JX0447.The orthometric height was determined by differential leveling
 JX0447.and adjusted by the National Geodetic Survey in June 1991..
 JX0447
 JX0447.The geoid height was determined by GEOID03.
 JX0447
 JX0447.The dynamic height is computed by dividing the NAVD 88
 JX0447.geopotential number by the normal gravity value computed on the
 JX0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0447.degrees latitude (g = 980.6199 gals.).
 JX0447
 JX0447.The modeled gravity was interpolated from observed gravity values.
 JX0447
 JX0447;                    North         East    Units  Estimated Accuracy
 JX0447;SPC WV N     -   118,590.      496,480.      MT  (+/- 180 meters Scaled)
 JX0447
 JX0447                          SUPERSEDED SURVEY CONTROL
 JX0447
 JX0447  NGVD 29 (??/??/92)  210.642  (m)          691.08   (f) ADJ UNCH    2 0
 JX0447
 JX0447.Superseded values are not recommended for survey control.
 JX0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0447.See file dsdata.txt to determine how the superseded data were derived.
 JX0447
 JX0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND253791(NAD 83)
 JX0447_MARKER: DB = BENCH MARK DISK
 JX0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0447_SP_SET: BRIDGE
 JX0447_STAMPING: E 140 1957
 JX0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0447
 JX0447  HISTORY     - Date     Condition        Report By
 JX0447  HISTORY     - 1957     MONUMENTED       CGS
 JX0447
 JX0447                          STATION DESCRIPTION
 JX0447
 JX0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0447'2 MI SE FROM READER.
 JX0447'ABOUT 2.05 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0447'FROM THE STATION AT READER, NEAR MILEAGE POLE NO. 15+27, IN THE
 JX0447'TOP OF WEST END OF BRIDGE SEAT OF SOUTH ABUTMENT OF RAILROAD
 JX0447'BRIDGE NO. 159, 15 FEET WEST OF WEST RAIL, 1 1/2 FEET EAST OF WEST
 JX0447'END OF BRIDGE SEAT AND 6 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1058 ***********************************************************************
 JX1058  DESIGNATION -  E 141
 JX1058  PID         -  JX1058
 JX1058  STATE/COUNTY-  WV/PLEASANTS
 JX1058  USGS QUAD   -  BENS RUN (1994)
 JX1058
 JX1058                         *CURRENT SURVEY CONTROL
 JX1058  ___________________________________________________________________
 JX1058* NAD 83(1986)-  39 23 49.     (N)    081 01 01.     (W)     SCALED    
 JX1058* NAVD 88     -       305.034  (meters)    1000.77   (feet)  ADJUSTED  
 JX1058  ___________________________________________________________________
 JX1058  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JX1058  DYNAMIC HT  -         304.851 (meters)    1000.17  (feet)  COMP
 JX1058  MODELED GRAV-     980,017.5   (mgal)                       NAVD 88
 JX1058
 JX1058  VERT ORDER  -  SECOND    CLASS 0
 JX1058
 JX1058.The horizontal coordinates were scaled from a topographic map and have
 JX1058.an estimated accuracy of +/- 6 seconds.
 JX1058
 JX1058.The orthometric height was determined by differential leveling
 JX1058.and adjusted by the National Geodetic Survey in June 1991..
 JX1058
 JX1058.The geoid height was determined by GEOID03.
 JX1058
 JX1058.The dynamic height is computed by dividing the NAVD 88
 JX1058.geopotential number by the normal gravity value computed on the
 JX1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1058.degrees latitude (g = 980.6199 gals.).
 JX1058
 JX1058.The modeled gravity was interpolated from observed gravity values.
 JX1058
 JX1058;                    North         East    Units  Estimated Accuracy
 JX1058;SPC WV N     -   100,680.      469,340.      MT  (+/- 180 meters Scaled)
 JX1058
 JX1058                          SUPERSEDED SURVEY CONTROL
 JX1058
 JX1058  NGVD 29 (??/??/92)  305.205  (m)         1001.33   (f) ADJ UNCH    2 0
 JX1058
 JX1058.Superseded values are not recommended for survey control.
 JX1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1058.See file dsdata.txt to determine how the superseded data were derived.
 JX1058
 JX1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD985608(NAD 83)
 JX1058_MARKER: DB = BENCH MARK DISK
 JX1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1058_STAMPING: E 141 1957
 JX1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1058+STABILITY: SURFACE MOTION
 JX1058
 JX1058  HISTORY     - Date     Condition        Report By
 JX1058  HISTORY     - 1957     MONUMENTED       CGS
 JX1058
 JX1058                          STATION DESCRIPTION
 JX1058
 JX1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1058'1.2 MI SW FROM MEADVILLE.
 JX1058'ABOUT 1.25 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO HEBRON
 JX1058'FROM THE JUNCTION OF BLACK TOP ROAD AT MEADVILLE, 24 FEET
 JX1058'WEST-NORTHWEST OF CENTER LINE OF ROAD, 34 FEET WEST-NORTHWEST AND
 JX1058'ACROSS ROAD FROM THE SOUTH ONE OF TWO 24-INCH WILD CHERRY TREES,
 JX1058'23 FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED 26-INCH HICKORY
 JX1058'TREE, 8 FEET NORTHWEST OF CENTER LINE OF AN ABANDONED WOODS ROAD
 JX1058'LEADING WEST ALONG TOP OF RIDGE, 2 FEET NORTHEAST OF A CONCRETE
 JX1058'WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN
 JX1058'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0343 ***********************************************************************
 JX0343  DESIGNATION -  E 142
 JX0343  PID         -  JX0343
 JX0343  STATE/COUNTY-  WV/TYLER
 JX0343  USGS QUAD   -  WEST UNION (1987)
 JX0343
 JX0343                         *CURRENT SURVEY CONTROL
 JX0343  ___________________________________________________________________
 JX0343* NAD 83(1986)-  39 22 26.     (N)    080 51 27.     (W)     SCALED    
 JX0343* NAVD 88     -       223.535  (meters)     733.38   (feet)  ADJUSTED  
 JX0343  ___________________________________________________________________
 JX0343  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JX0343  DYNAMIC HT  -         223.400 (meters)     732.94  (feet)  COMP
 JX0343  MODELED GRAV-     980,016.0   (mgal)                       NAVD 88
 JX0343
 JX0343  VERT ORDER  -  SECOND    CLASS 0
 JX0343
 JX0343.The horizontal coordinates were scaled from a topographic map and have
 JX0343.an estimated accuracy of +/- 6 seconds.
 JX0343
 JX0343.The orthometric height was determined by differential leveling
 JX0343.and adjusted by the National Geodetic Survey in June 1991..
 JX0343
 JX0343.The geoid height was determined by GEOID03.
 JX0343
 JX0343.The dynamic height is computed by dividing the NAVD 88
 JX0343.geopotential number by the normal gravity value computed on the
 JX0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0343.degrees latitude (g = 980.6199 gals.).
 JX0343
 JX0343.The modeled gravity was interpolated from observed gravity values.
 JX0343
 JX0343;                    North         East    Units  Estimated Accuracy
 JX0343;SPC WV N     -    97,900.      483,040.      MT  (+/- 180 meters Scaled)
 JX0343
 JX0343                          SUPERSEDED SURVEY CONTROL
 JX0343
 JX0343  NGVD 29 (??/??/92)  223.702  (m)          733.93   (f) ADJ UNCH    2 0
 JX0343
 JX0343.Superseded values are not recommended for survey control.
 JX0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0343.See file dsdata.txt to determine how the superseded data were derived.
 JX0343
 JX0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND122582(NAD 83)
 JX0343_MARKER: DB = BENCH MARK DISK
 JX0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0343_SP_SET: BRIDGE
 JX0343_STAMPING: E 142 1957
 JX0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0343
 JX0343  HISTORY     - Date     Condition        Report By
 JX0343  HISTORY     - 1957     MONUMENTED       CGS
 JX0343
 JX0343                          STATION DESCRIPTION
 JX0343
 JX0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0343'5.8 MI SW FROM TYLER.
 JX0343'ABOUT 5.8 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE
 JX0343'JUNCTION OF STATE HIGHWAY 23 AT TYLER, ABOUT 0.7 MILE SOUTHEAST
 JX0343'OF JUNCTION OF STATE HIGHWAY 74 LEADING SOUTHWEST, IN THE TOP
 JX0343'OF EAST WING WALL OF HIGHWAY BRIDGE OVER MIDDLE ISLAND CREEK,
 JX0343'12 FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND 1/2 FOOT
 JX0343'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0326 ***********************************************************************
 GY0326  DESIGNATION -  E 143
 GY0326  PID         -  GY0326
 GY0326  STATE/COUNTY-  WV/MINGO
 GY0326  USGS QUAD   -  MYRTLE (1976)
 GY0326
 GY0326                         *CURRENT SURVEY CONTROL
 GY0326  ___________________________________________________________________
 GY0326* NAD 83(1986)-  37 45 36.     (N)    082 13 38.     (W)     SCALED    
 GY0326* NAVD 88     -       210.597  (meters)     690.93   (feet)  ADJUSTED  
 GY0326  ___________________________________________________________________
 GY0326  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GY0326  DYNAMIC HT  -         210.443 (meters)     690.43  (feet)  COMP
 GY0326  MODELED GRAV-     979,890.7   (mgal)                       NAVD 88
 GY0326
 GY0326  VERT ORDER  -  SECOND    CLASS 0
 GY0326
 GY0326.The horizontal coordinates were scaled from a topographic map and have
 GY0326.an estimated accuracy of +/- 6 seconds.
 GY0326
 GY0326.The orthometric height was determined by differential leveling
 GY0326.and adjusted by the National Geodetic Survey in June 1991..
 GY0326
 GY0326.The geoid height was determined by GEOID03.
 GY0326
 GY0326.The dynamic height is computed by dividing the NAVD 88
 GY0326.geopotential number by the normal gravity value computed on the
 GY0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0326.degrees latitude (g = 980.6199 gals.).
 GY0326
 GY0326.The modeled gravity was interpolated from observed gravity values.
 GY0326
 GY0326;                    North         East    Units  Estimated Accuracy
 GY0326;SPC WV S     -    85,070.      491,870.      MT  (+/- 180 meters Scaled)
 GY0326
 GY0326                          SUPERSEDED SURVEY CONTROL
 GY0326
 GY0326  NGVD 29 (??/??/92)  210.820  (m)          691.67   (f) ADJ UNCH    2 0
 GY0326
 GY0326.Superseded values are not recommended for survey control.
 GY0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0326.See file dsdata.txt to determine how the superseded data were derived.
 GY0326
 GY0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB919798(NAD 83)
 GY0326_MARKER: DB = BENCH MARK DISK
 GY0326_SETTING: 66 = SET IN ROCK OUTCROP
 GY0326_SP_SET: ROCK LEDGE
 GY0326_STAMPING: E 143 1957
 GY0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0326+STABILITY: POSITION/ELEVATION WELL
 GY0326
 GY0326  HISTORY     - Date     Condition        Report By
 GY0326  HISTORY     - 1957     MONUMENTED       CGS
 GY0326
 GY0326                          STATION DESCRIPTION
 GY0326
 GY0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0326'1.4 MI SE FROM BELO.
 GY0326'ABOUT 1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 65 S FROM THE
 GY0326'JUNCTION OF STATE HIGHWAY 65 AT BELO, ABOUT 0.15 MILE SOUTHWEST
 GY0326'OF CANEY CHURCH OF CHRIST, SET VERTICALLY IN FACE OF A ROCK LEDGE
 GY0326'IN A CUT, 24 1/2 FEET WEST-SOUTHWEST OF CENTER LINE OF HIGHWAY,
 GY0326'165 FEET SOUTH AND ACROSS HIGHWAY FROM POWER POLE NO. 847-24/L-4-2,
 GY0326'249 FEET SOUTHEAST OF SOUTHWEST END OF A FOOT BRIDGE OVER PIGEON
 GY0326'CREEK AND LEADING TO CANEY, 10 FEET NORTHWEST OF SOUTHEAST END OF
 GY0326'LEDGE AND ABOUT 5 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0234 ***********************************************************************
 GY0234  DESIGNATION -  E 144
 GY0234  PID         -  GY0234
 GY0234  STATE/COUNTY-  WV/LOGAN
 GY0234  USGS QUAD   -  HOLDEN (1989)
 GY0234
 GY0234                         *CURRENT SURVEY CONTROL
 GY0234  ___________________________________________________________________
 GY0234* NAD 83(1986)-  37 48 22.     (N)    082 04 41.     (W)     SCALED    
 GY0234* NAVD 88     -       270.160  (meters)     886.35   (feet)  ADJUSTED  
 GY0234  ___________________________________________________________________
 GY0234  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GY0234  DYNAMIC HT  -         269.961 (meters)     885.70  (feet)  COMP
 GY0234  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 GY0234
 GY0234  VERT ORDER  -  SECOND    CLASS 0
 GY0234
 GY0234.The horizontal coordinates were scaled from a topographic map and have
 GY0234.an estimated accuracy of +/- 6 seconds.
 GY0234
 GY0234.The orthometric height was determined by differential leveling
 GY0234.and adjusted by the National Geodetic Survey in June 1991..
 GY0234
 GY0234.The geoid height was determined by GEOID03.
 GY0234
 GY0234.The dynamic height is computed by dividing the NAVD 88
 GY0234.geopotential number by the normal gravity value computed on the
 GY0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0234.degrees latitude (g = 980.6199 gals.).
 GY0234
 GY0234.The modeled gravity was interpolated from observed gravity values.
 GY0234
 GY0234;                    North         East    Units  Estimated Accuracy
 GY0234;SPC WV S     -    90,020.      505,070.      MT  (+/- 180 meters Scaled)
 GY0234
 GY0234                          SUPERSEDED SURVEY CONTROL
 GY0234
 GY0234  NGVD 29 (??/??/92)  270.375  (m)          887.06   (f) ADJ UNCH    2 0
 GY0234
 GY0234.Superseded values are not recommended for survey control.
 GY0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0234.See file dsdata.txt to determine how the superseded data were derived.
 GY0234
 GY0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB051848(NAD 83)
 GY0234_MARKER: DB = BENCH MARK DISK
 GY0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0234_SP_SET: BRIDGE
 GY0234_STAMPING: E 144 1957
 GY0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0234
 GY0234  HISTORY     - Date     Condition        Report By
 GY0234  HISTORY     - 1957     MONUMENTED       CGS
 GY0234
 GY0234                          STATION DESCRIPTION
 GY0234
 GY0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0234'1.6 MI SW FROM HOLDEN.
 GY0234'ABOUT 1.65 MILES SOUTHWEST ALONG STATE HIGHWAY 65 FROM THE CENTRAL
 GY0234'SCHOOL AT HOLDEN, ABOUT 0.35 MILE SOUTHWEST OF MINE NO. 21
 GY0234'FREEWILL BAPTIST CHURCH, SET VERTICALLY IN THE SOUTH FACE OF
 GY0234'SOUTHEAST CONCRETE WING WALL OF AN 8-FOOT ARCH CONCRETE RAILROAD
 GY0234'BRIDGE OVER BIG BRANCH, 41 1/2 FEET NORTH-NORTHWEST OF CENTER
 GY0234'LINE OF HIGHWAY, 26 FEET NORTHWEST OF NORTHEAST CORNER OF WEST
 GY0234'STONE ABUTMENT OF HIGHWAY BRIDGE OVER TRACK FORK, 7 FEET NORTHWEST
 GY0234'OF SOUTHEAST END OF WING WALL AND 1 1/2 FEET BELOW LEVEL OF
 GY0234'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0374 ***********************************************************************
 GY0374  DESIGNATION -  E 145
 GY0374  PID         -  GY0374
 GY0374  STATE/COUNTY-  WV/LOGAN
 GY0374  USGS QUAD   -  TRACE (1976)
 GY0374
 GY0374                         *CURRENT SURVEY CONTROL
 GY0374  ___________________________________________________________________
 GY0374* NAD 83(1986)-  37 58 05.     (N)    082 09 07.     (W)     SCALED    
 GY0374* NAVD 88     -       198.447  (meters)     651.07   (feet)  ADJUSTED  
 GY0374  ___________________________________________________________________
 GY0374  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GY0374  DYNAMIC HT  -         198.301 (meters)     650.59  (feet)  COMP
 GY0374  MODELED GRAV-     979,892.5   (mgal)                       NAVD 88
 GY0374
 GY0374  VERT ORDER  -  SECOND    CLASS 0
 GY0374
 GY0374.The horizontal coordinates were scaled from a topographic map and have
 GY0374.an estimated accuracy of +/- 6 seconds.
 GY0374
 GY0374.The orthometric height was determined by differential leveling
 GY0374.and adjusted by the National Geodetic Survey in June 1991..
 GY0374
 GY0374.The geoid height was determined by GEOID03.
 GY0374
 GY0374.The dynamic height is computed by dividing the NAVD 88
 GY0374.geopotential number by the normal gravity value computed on the
 GY0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0374.degrees latitude (g = 980.6199 gals.).
 GY0374
 GY0374.The modeled gravity was interpolated from observed gravity values.
 GY0374
 GY0374;                    North         East    Units  Estimated Accuracy
 GY0374;SPC WV S     -   108,070.      498,790.      MT  (+/- 180 meters Scaled)
 GY0374
 GY0374                          SUPERSEDED SURVEY CONTROL
 GY0374
 GY0374  NGVD 29 (??/??/92)  198.661  (m)          651.77   (f) ADJ UNCH    2 0
 GY0374
 GY0374.Superseded values are not recommended for survey control.
 GY0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0374.See file dsdata.txt to determine how the superseded data were derived.
 GY0374
 GY0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC988028(NAD 83)
 GY0374_MARKER: DB = BENCH MARK DISK
 GY0374_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY0374_STAMPING: E 145 1957
 GY0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0374
 GY0374  HISTORY     - Date     Condition        Report By
 GY0374  HISTORY     - 1957     MONUMENTED       CGS
 GY0374
 GY0374                          STATION DESCRIPTION
 GY0374
 GY0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0374'5.6 MI SW FROM HART.
 GY0374'ABOUT 5.3 MILES SOUTH ALONG HART CREEK ROAD FROM THE HIGH SCHOOL
 GY0374'AT HART, THENCE ABOUT 0.3 MILE WEST ALONG TRACE FORK ROAD, ON
 GY0374'THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND
 GY0374'SOUTHWEST, IN THE TOP OF THE SOUTHWEST CORNER OF A PROJECTION
 GY0374'OF ROCK PROJECTING OUT OF NORTH BANK OF A SMALL CREEK, 46 FEET
 GY0374'NORTHWEST AND ACROSS CREEK FROM CENTER LINE OF ROAD, 21 FEET
 GY0374'NORTH OF CENTER LINE OF A PRIVATE DRIVE LEADING WEST, 17 FEET
 GY0374'NORTHEAST OF A 12-INCH MAPLE TREE WHICH IS IN A FENCE LINE
 GY0374'AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0968 ***********************************************************************
 HY0968  DESIGNATION -  E 146
 HY0968  PID         -  HY0968
 HY0968  STATE/COUNTY-  WV/WAYNE
 HY0968  USGS QUAD   -  PRICHARD (1989)
 HY0968
 HY0968                         *CURRENT SURVEY CONTROL
 HY0968  ___________________________________________________________________
 HY0968* NAD 83(1986)-  38 08 09.     (N)    082 33 19.     (W)     SCALED    
 HY0968* NAVD 88     -       214.577  (meters)     703.99   (feet)  ADJUSTED  
 HY0968  ___________________________________________________________________
 HY0968  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HY0968  DYNAMIC HT  -         214.427 (meters)     703.50  (feet)  COMP
 HY0968  MODELED GRAV-     979,926.0   (mgal)                       NAVD 88
 HY0968
 HY0968  VERT ORDER  -  SECOND    CLASS 0
 HY0968
 HY0968.The horizontal coordinates were scaled from a topographic map and have
 HY0968.an estimated accuracy of +/- 6 seconds.
 HY0968
 HY0968.The orthometric height was determined by differential leveling
 HY0968.and adjusted by the National Geodetic Survey in June 1991..
 HY0968
 HY0968.The geoid height was determined by GEOID03.
 HY0968
 HY0968.The dynamic height is computed by dividing the NAVD 88
 HY0968.geopotential number by the normal gravity value computed on the
 HY0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0968.degrees latitude (g = 980.6199 gals.).
 HY0968
 HY0968.The modeled gravity was interpolated from observed gravity values.
 HY0968
 HY0968;                    North         East    Units  Estimated Accuracy
 HY0968;SPC WV S     -   127,210.      463,670.      MT  (+/- 180 meters Scaled)
 HY0968
 HY0968                          SUPERSEDED SURVEY CONTROL
 HY0968
 HY0968  NGVD 29 (??/??/92)  214.793  (m)          704.70   (f) ADJ UNCH    2 0
 HY0968
 HY0968.Superseded values are not recommended for survey control.
 HY0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0968.See file dsdata.txt to determine how the superseded data were derived.
 HY0968
 HY0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC636220(NAD 83)
 HY0968_MARKER: DB = BENCH MARK DISK
 HY0968_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0968_SP_SET: BRIDGE RAILING BASE
 HY0968_STAMPING: E 146 1957
 HY0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0968
 HY0968  HISTORY     - Date     Condition        Report By
 HY0968  HISTORY     - 1957     MONUMENTED       CGS
 HY0968
 HY0968                          STATION DESCRIPTION
 HY0968
 HY0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0968'3.7 MI NE FROM FORT GAY.
 HY0968'ABOUT 3.7 MILES NORTHEAST ALONG STATE HIGHWAY 37 FROM THE SCHOOL
 HY0968'AT FORT GAY, AT THE JUNCTION OF A DRIVE EAST TO A SCHOOL WHICH
 HY0968'IS ON SOUTH SIDE OF HIGHWAY, IN THE TOP OF THE EAST END OF THE
 HY0968'CONCRETE BASE OF THE NORTH RAILING OF A 30-FOOT BRIDGE OVER
 HY0968'HURRICANE CREEK, 12 FEET NORTH OF CENTER OF JUNCTION OF HIGHWAY
 HY0968'AND DRIVE, 2 FEET WEST OF EAST END OF BASE AND ABOUT 1 FOOT
 HY0968'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0670 ***********************************************************************
 HY0670  DESIGNATION -  E 147
 HY0670  PID         -  HY0670
 HY0670  STATE/COUNTY-  WV/WAYNE
 HY0670  USGS QUAD   -  WAYNE (1987)
 HY0670
 HY0670                         *CURRENT SURVEY CONTROL
 HY0670  ___________________________________________________________________
 HY0670* NAD 83(1986)-  38 08 39.     (N)    082 23 10.     (W)     SCALED    
 HY0670* NAVD 88     -       195.378  (meters)     641.00   (feet)  ADJUSTED  
 HY0670  ___________________________________________________________________
 HY0670  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HY0670  DYNAMIC HT  -         195.239 (meters)     640.55  (feet)  COMP
 HY0670  MODELED GRAV-     979,913.2   (mgal)                       NAVD 88
 HY0670
 HY0670  VERT ORDER  -  SECOND    CLASS 0
 HY0670
 HY0670.The horizontal coordinates were scaled from a topographic map and have
 HY0670.an estimated accuracy of +/- 6 seconds.
 HY0670
 HY0670.The orthometric height was determined by differential leveling
 HY0670.and adjusted by the National Geodetic Survey in June 1991..
 HY0670
 HY0670.The geoid height was determined by GEOID03.
 HY0670
 HY0670.The dynamic height is computed by dividing the NAVD 88
 HY0670.geopotential number by the normal gravity value computed on the
 HY0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0670.degrees latitude (g = 980.6199 gals.).
 HY0670
 HY0670.The modeled gravity was interpolated from observed gravity values.
 HY0670
 HY0670;                    North         East    Units  Estimated Accuracy
 HY0670;SPC WV S     -   127,900.      478,510.      MT  (+/- 180 meters Scaled)
 HY0670
 HY0670                          SUPERSEDED SURVEY CONTROL
 HY0670
 HY0670  NGVD 29 (??/??/92)  195.590  (m)          641.70   (f) ADJ UNCH    2 0
 HY0670
 HY0670.Superseded values are not recommended for survey control.
 HY0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0670.See file dsdata.txt to determine how the superseded data were derived.
 HY0670
 HY0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC785227(NAD 83)
 HY0670_MARKER: DB = BENCH MARK DISK
 HY0670_SETTING: 66 = SET IN ROCK OUTCROP
 HY0670_SP_SET: ROCK CUT
 HY0670_STAMPING: E 147 1957
 HY0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0670+STABILITY: POSITION/ELEVATION WELL
 HY0670
 HY0670  HISTORY     - Date     Condition        Report By
 HY0670  HISTORY     - 1957     MONUMENTED       CGS
 HY0670
 HY0670                          STATION DESCRIPTION
 HY0670
 HY0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0670'1.2 MI N FROM STILTNER.
 HY0670'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE BRIDGE
 HY0670'OVER EAST FORK OF TWELVEPOLE CREEK AT STILNER, SET VERTICALLY
 HY0670'IN THE SOUTHEAST FACE AT ABOUT THE CENTER OF THE SOUTHWEST ONE
 HY0670'OF TWO CUTS SEPARATED BY A RAVINE, 24 FEET NORTHWEST OF CENTER
 HY0670'LINE OF HIGHWAY, 138 FEET SOUTHWEST OF THE NORTHWEST END OF A
 HY0670'24-INCH PIPE CULVERT WHICH IS IN CENTER OF RAVINE AND ABOUT 2 1/2
 HY0670'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0690 ***********************************************************************
 HY0690  DESIGNATION -  E 148
 HY0690  PID         -  HY0690
 HY0690  STATE/COUNTY-  WV/LINCOLN
 HY0690  USGS QUAD   -  RANGER (1976)
 HY0690
 HY0690                         *CURRENT SURVEY CONTROL
 HY0690  ___________________________________________________________________
 HY0690* NAD 83(1986)-  38 06 50.     (N)    082 10 55.     (W)     SCALED    
 HY0690* NAVD 88     -       182.646  (meters)     599.23   (feet)  ADJUSTED  
 HY0690  ___________________________________________________________________
 HY0690  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HY0690  DYNAMIC HT  -         182.515 (meters)     598.80  (feet)  COMP
 HY0690  MODELED GRAV-     979,907.7   (mgal)                       NAVD 88
 HY0690
 HY0690  VERT ORDER  -  SECOND    CLASS 0
 HY0690
 HY0690.The horizontal coordinates were scaled from a topographic map and have
 HY0690.an estimated accuracy of +/- 6 seconds.
 HY0690
 HY0690.The orthometric height was determined by differential leveling
 HY0690.and adjusted by the National Geodetic Survey in June 1991..
 HY0690
 HY0690.The geoid height was determined by GEOID03.
 HY0690
 HY0690.The dynamic height is computed by dividing the NAVD 88
 HY0690.geopotential number by the normal gravity value computed on the
 HY0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0690.degrees latitude (g = 980.6199 gals.).
 HY0690
 HY0690.The modeled gravity was interpolated from observed gravity values.
 HY0690
 HY0690;                    North         East    Units  Estimated Accuracy
 HY0690;SPC WV S     -   124,290.      496,360.      MT  (+/- 180 meters Scaled)
 HY0690
 HY0690                          SUPERSEDED SURVEY CONTROL
 HY0690
 HY0690  NGVD 29 (??/??/92)  182.860  (m)          599.93   (f) ADJ UNCH    2 0
 HY0690
 HY0690.Superseded values are not recommended for survey control.
 HY0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0690.See file dsdata.txt to determine how the superseded data were derived.
 HY0690
 HY0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC963191(NAD 83)
 HY0690_MARKER: DB = BENCH MARK DISK
 HY0690_SETTING: 66 = SET IN ROCK OUTCROP
 HY0690_SP_SET: ROCK CUT
 HY0690_STAMPING: E 148 1957
 HY0690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0690+STABILITY: POSITION/ELEVATION WELL
 HY0690
 HY0690  HISTORY     - Date     Condition        Report By
 HY0690  HISTORY     - 1957     MONUMENTED       CGS
 HY0690
 HY0690                          STATION DESCRIPTION
 HY0690
 HY0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0690'0.6 MI S FROM RANGER.
 HY0690'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 10 FROM THE SOUTH END
 HY0690'OF HIGHWAY BRIDGE OVER GUYANDOT RIVER, ABOUT 75 YARDS NORTHEAST OF
 HY0690'THE NORTH END OF A 75-FOOT BRIDGE OVER FOURTEENMILE CREEK, IN
 HY0690'THE TOP OF A NARROW LEDGE ON THE SOUTHEAST FACE OF A LARGE
 HY0690'SLOPING ROCK CUT, 16 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 HY0690'96 FEET SOUTHWEST OF CENTER LINE OF A DRIVE NORTHWEST TO A
 HY0690'HOUSE AND THE NORTHEAST END OF CUT, 1 1/2 FEET NORTH AND ABOUT A
 HY0690'6-INCH ARROW CHISELED IN FACE OF LEDGE AND 4 FEET ABOVE
 HY0690'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0723 ***********************************************************************
 HY0723  DESIGNATION -  E 149
 HY0723  PID         -  HY0723
 HY0723  STATE/COUNTY-  WV/WAYNE
 HY0723  USGS QUAD   -  WAYNE (1987)
 HY0723
 HY0723                         *CURRENT SURVEY CONTROL
 HY0723  ___________________________________________________________________
 HY0723* NAD 83(1986)-  38 07 47.     (N)    082 28 08.     (W)     SCALED    
 HY0723* NAVD 88     -       195.539  (meters)     641.53   (feet)  ADJUSTED  
 HY0723  ___________________________________________________________________
 HY0723  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HY0723  DYNAMIC HT  -         195.401 (meters)     641.08  (feet)  COMP
 HY0723  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 HY0723
 HY0723  VERT ORDER  -  SECOND    CLASS 0
 HY0723
 HY0723.The horizontal coordinates were scaled from a topographic map and have
 HY0723.an estimated accuracy of +/- 6 seconds.
 HY0723
 HY0723.The orthometric height was determined by differential leveling
 HY0723.and adjusted by the National Geodetic Survey in June 1991..
 HY0723
 HY0723.The geoid height was determined by GEOID03.
 HY0723
 HY0723.The dynamic height is computed by dividing the NAVD 88
 HY0723.geopotential number by the normal gravity value computed on the
 HY0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0723.degrees latitude (g = 980.6199 gals.).
 HY0723
 HY0723.The modeled gravity was interpolated from observed gravity values.
 HY0723
 HY0723;                    North         East    Units  Estimated Accuracy
 HY0723;SPC WV S     -   126,410.      471,230.      MT  (+/- 180 meters Scaled)
 HY0723
 HY0723                          SUPERSEDED SURVEY CONTROL
 HY0723
 HY0723  NGVD 29 (??/??/92)  195.753  (m)          642.23   (f) ADJ UNCH    2 0
 HY0723
 HY0723.Superseded values are not recommended for survey control.
 HY0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0723.See file dsdata.txt to determine how the superseded data were derived.
 HY0723
 HY0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC712212(NAD 83)
 HY0723_MARKER: DB = BENCH MARK DISK
 HY0723_SETTING: 66 = SET IN ROCK OUTCROP
 HY0723_SP_SET: ROCK CUT
 HY0723_STAMPING: E 149 1957
 HY0723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0723+STABILITY: POSITION/ELEVATION WELL
 HY0723
 HY0723  HISTORY     - Date     Condition        Report By
 HY0723  HISTORY     - 1957     MONUMENTED       CGS
 HY0723
 HY0723                          STATION DESCRIPTION
 HY0723
 HY0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0723'0.6 MI N FROM GENOA.
 HY0723'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0723'GENOA, 0.4 MILE NORTHWEST OF JUNCTION OF A SIDE ROAD LEADING
 HY0723'SOUTH OVER A BRIDGE OVER WEST FORK OF TWELVEPOLE CREEK, ABOUT
 HY0723'180 YARDS EAST OF A SHARP CURVE IN HIGHWAY WITH TANGENTS
 HY0723'EXTENDING EAST AND NORTHEAST, SET VERTICALLY IN THE SOUTH FACE
 HY0723'OF A LARGE ROCK CUT, 22 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY,
 HY0723'2 1/2 FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0697 ***********************************************************************
 HY0697  DESIGNATION -  E 150
 HY0697  PID         -  HY0697
 HY0697  STATE/COUNTY-  WV/LINCOLN
 HY0697  USGS QUAD   -  BRANCHLAND (1987)
 HY0697
 HY0697                         *CURRENT SURVEY CONTROL
 HY0697  ___________________________________________________________________
 HY0697* NAD 83(1986)-  38 10 57.     (N)    082 13 26.     (W)     SCALED    
 HY0697* NAVD 88     -       188.490  (meters)     618.40   (feet)  ADJUSTED  
 HY0697  ___________________________________________________________________
 HY0697  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HY0697  DYNAMIC HT  -         188.356 (meters)     617.96  (feet)  COMP
 HY0697  MODELED GRAV-     979,910.4   (mgal)                       NAVD 88
 HY0697
 HY0697  VERT ORDER  -  SECOND    CLASS 0
 HY0697
 HY0697.The horizontal coordinates were scaled from a topographic map and have
 HY0697.an estimated accuracy of +/- 6 seconds.
 HY0697
 HY0697.The orthometric height was determined by differential leveling
 HY0697.and adjusted by the National Geodetic Survey in June 1991..
 HY0697
 HY0697.The geoid height was determined by GEOID03.
 HY0697
 HY0697.The dynamic height is computed by dividing the NAVD 88
 HY0697.geopotential number by the normal gravity value computed on the
 HY0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0697.degrees latitude (g = 980.6199 gals.).
 HY0697
 HY0697.The modeled gravity was interpolated from observed gravity values.
 HY0697
 HY0697;                    North         East    Units  Estimated Accuracy
 HY0697;SPC WV S     -   131,950.      492,780.      MT  (+/- 180 meters Scaled)
 HY0697
 HY0697                          SUPERSEDED SURVEY CONTROL
 HY0697
 HY0697  NGVD 29 (??/??/92)  188.696  (m)          619.08   (f) ADJ UNCH    2 0
 HY0697
 HY0697.Superseded values are not recommended for survey control.
 HY0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0697.See file dsdata.txt to determine how the superseded data were derived.
 HY0697
 HY0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC928267(NAD 83)
 HY0697_MARKER: DB = BENCH MARK DISK
 HY0697_SETTING: 66 = SET IN ROCK OUTCROP
 HY0697_SP_SET: ROCK CUT
 HY0697_STAMPING: E 150 1957
 HY0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0697+STABILITY: POSITION/ELEVATION WELL
 HY0697
 HY0697  HISTORY     - Date     Condition        Report By
 HY0697  HISTORY     - 1957     MONUMENTED       CGS
 HY0697
 HY0697                          STATION DESCRIPTION
 HY0697
 HY0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0697'3.9 MI SW FROM BRANCHLAND.
 HY0697'ABOUT 3.9 MILES SOUTHWEST ALONG A BLACK-TOP ROAD FROM THE
 HY0697'GRADE SCHOOL AT BRANCHLAND, ABOUT 0.8 MILE NORTHEAST OF
 HY0697'JUNCTION OF A ROAD SOUTH, ON THE INSIDE OF A CURVE WITH
 HY0697'TANGENTS EXTENDING SOUTHWEST AND NORTH, SET VERTICALLY IN THE
 HY0697'SOUTHEAST FACE OF A LARGE ROCK CUT, 17 FEET NORTHWEST OF
 HY0697'CENTER LINE OF ROAD, 84 FEET NORTHEAST OF SOUTHWEST END OF
 HY0697'ROCK PART OF CUT, 5 1/2 FEET ABOVE GROUND AND ABOUT 5 FEET
 HY0697'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2182 ***********************************************************************
 HX2182  DESIGNATION -  E 151
 HX2182  PID         -  HX2182
 HX2182  STATE/COUNTY-  WV/LINCOLN
 HX2182  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2182
 HX2182                         *CURRENT SURVEY CONTROL
 HX2182  ___________________________________________________________________
 HX2182* NAD 83(1986)-  38 09 41.     (N)    081 53 30.     (W)     SCALED    
 HX2182* NAVD 88     -       208.671  (meters)     684.61   (feet)  ADJUSTED  
 HX2182  ___________________________________________________________________
 HX2182  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HX2182  DYNAMIC HT  -         208.522 (meters)     684.13  (feet)  COMP
 HX2182  MODELED GRAV-     979,908.6   (mgal)                       NAVD 88
 HX2182
 HX2182  VERT ORDER  -  SECOND    CLASS 0
 HX2182
 HX2182.The horizontal coordinates were scaled from a topographic map and have
 HX2182.an estimated accuracy of +/- 6 seconds.
 HX2182
 HX2182.The orthometric height was determined by differential leveling
 HX2182.and adjusted by the National Geodetic Survey in June 1991..
 HX2182
 HX2182.The geoid height was determined by GEOID03.
 HX2182
 HX2182.The dynamic height is computed by dividing the NAVD 88
 HX2182.geopotential number by the normal gravity value computed on the
 HX2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2182.degrees latitude (g = 980.6199 gals.).
 HX2182
 HX2182.The modeled gravity was interpolated from observed gravity values.
 HX2182
 HX2182;                    North         East    Units  Estimated Accuracy
 HX2182;SPC WV S     -   129,280.      521,860.      MT  (+/- 180 meters Scaled)
 HX2182
 HX2182                          SUPERSEDED SURVEY CONTROL
 HX2182
 HX2182  NGVD 29 (??/??/92)  208.882  (m)          685.31   (f) ADJ UNCH    2 0
 HX2182
 HX2182.Superseded values are not recommended for survey control.
 HX2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2182.See file dsdata.txt to determine how the superseded data were derived.
 HX2182
 HX2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC218240(NAD 83)
 HX2182_MARKER: DB = BENCH MARK DISK
 HX2182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2182_SP_SET: ABUTMENT
 HX2182_STAMPING: E 151 1957
 HX2182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2182
 HX2182  HISTORY     - Date     Condition        Report By
 HX2182  HISTORY     - 1957     MONUMENTED       CGS
 HX2182
 HX2182                          STATION DESCRIPTION
 HX2182
 HX2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2182'2.8 MI W FROM JULIAN.
 HX2182'ABOUT 2.8 MILES WEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 HX2182'AT JULIAN, 0.2 MILE SOUTHWEST OF THE BOONE-LINCOLN COUNTY LINE,
 HX2182'100 YARDS NORTHEAST OF THE WOODVILLE POST OFFICE AND ESSO
 HX2182'SERVICE STATION, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 HX2182'1/2 FOOT SOUTHEAST OF CONCRETE BANISTER, SET IN THE TOP OF
 HX2182'THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF 18 FOOT CONCRETE
 HX2182'BRIDGE ACROSS LAUREL FORK AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0571 ***********************************************************************
 HY0571  DESIGNATION -  E 152
 HY0571  PID         -  HY0571
 HY0571  STATE/COUNTY-  WV/LINCOLN
 HY0571  USGS QUAD   -  HAGER (1962)
 HY0571
 HY0571                         *CURRENT SURVEY CONTROL
 HY0571  ___________________________________________________________________
 HY0571* NAD 83(1986)-  38 11 18.     (N)    082 06 10.     (W)     SCALED    
 HY0571* NAVD 88     -       207.654  (meters)     681.28   (feet)  ADJUSTED  
 HY0571  ___________________________________________________________________
 HY0571  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HY0571  DYNAMIC HT  -         207.506 (meters)     680.79  (feet)  COMP
 HY0571  MODELED GRAV-     979,912.0   (mgal)                       NAVD 88
 HY0571
 HY0571  VERT ORDER  -  SECOND    CLASS 0
 HY0571
 HY0571.The horizontal coordinates were scaled from a topographic map and have
 HY0571.an estimated accuracy of +/- 6 seconds.
 HY0571
 HY0571.The orthometric height was determined by differential leveling
 HY0571.and adjusted by the National Geodetic Survey in June 1991..
 HY0571
 HY0571.The geoid height was determined by GEOID03.
 HY0571
 HY0571.The dynamic height is computed by dividing the NAVD 88
 HY0571.geopotential number by the normal gravity value computed on the
 HY0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0571.degrees latitude (g = 980.6199 gals.).
 HY0571
 HY0571.The modeled gravity was interpolated from observed gravity values.
 HY0571
 HY0571;                    North         East    Units  Estimated Accuracy
 HY0571;SPC WV S     -   132,470.      503,400.      MT  (+/- 180 meters Scaled)
 HY0571
 HY0571                          SUPERSEDED SURVEY CONTROL
 HY0571
 HY0571  NGVD 29 (??/??/92)  207.863  (m)          681.96   (f) ADJ UNCH    2 0
 HY0571
 HY0571.Superseded values are not recommended for survey control.
 HY0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0571.See file dsdata.txt to determine how the superseded data were derived.
 HY0571
 HY0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC034272(NAD 83)
 HY0571_MARKER: DB = BENCH MARK DISK
 HY0571_SETTING: 66 = SET IN ROCK OUTCROP
 HY0571_SP_SET: ROCK CUT
 HY0571_STAMPING: E 152 1957
 HY0571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0571+STABILITY: POSITION/ELEVATION WELL
 HY0571
 HY0571  HISTORY     - Date     Condition        Report By
 HY0571  HISTORY     - 1957     MONUMENTED       CGS
 HY0571
 HY0571                          STATION DESCRIPTION
 HY0571
 HY0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0571'5.3 MI ENE FROM MIDKIFF.
 HY0571'ABOUT 5.3 MILES EAST NORTHEAST ALONG GRAVEL ROAD FROM THE
 HY0571'CHESAPEAKE AND OHIO RAILWAY STATION AT MIDKIFF, AT THE JUNCTION
 HY0571'OF BLACKTOP ROAD FOLLOWING MUD RIVER, 0.3 MILE NORTHEAST OF
 HY0571'FEZ SCHOOL, 30.0 FEET NORTHEAST OF BLACKTOP ROAD, 50 FEET NORTH
 HY0571'OF THE CENTER LINE OF THE JUNCTION OF BLACKTOP ROAD FOLLOWING
 HY0571'MUD RIVER AND GRAVEL ROAD LEADING SOUTHWEST ACROSS STEEL BRIDGE
 HY0571'OVER MUD RIVER UPSTREAM ALONG FEZ CREEK, SET VERTICALLY 3 FEET
 HY0571'ABOVE THE GROUND IN THE SOUTHWEST FACE OF A 20 FOOT HIGH SOLID
 HY0571'ROCK CUT AND 2 1/2 FEET ABOVE THE LEVEL OF THE BLACKTOP ROAD.
 HY0571'NOTE-- TO REACH FROM THE POST OFFICE AND STORE AT MYRA, GO SOUTH
 HY0571'FOR 3.2 MILE ALONG BLACKTOP ROAD TO T-JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0561 ***********************************************************************
 HY0561  DESIGNATION -  E 153
 HY0561  PID         -  HY0561
 HY0561  STATE/COUNTY-  WV/LINCOLN
 HY0561  USGS QUAD   -  HAGER (1962)
 HY0561
 HY0561                         *CURRENT SURVEY CONTROL
 HY0561  ___________________________________________________________________
 HY0561* NAD 83(1986)-  38 08 29.     (N)    082 02 41.     (W)     SCALED    
 HY0561* NAVD 88     -       222.866  (meters)     731.19   (feet)  ADJUSTED  
 HY0561  ___________________________________________________________________
 HY0561  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HY0561  DYNAMIC HT  -         222.706 (meters)     730.66  (feet)  COMP
 HY0561  MODELED GRAV-     979,905.2   (mgal)                       NAVD 88
 HY0561
 HY0561  VERT ORDER  -  SECOND    CLASS 0
 HY0561
 HY0561.The horizontal coordinates were scaled from a topographic map and have
 HY0561.an estimated accuracy of +/- 6 seconds.
 HY0561
 HY0561.The orthometric height was determined by differential leveling
 HY0561.and adjusted by the National Geodetic Survey in June 1991..
 HY0561
 HY0561.The geoid height was determined by GEOID03.
 HY0561
 HY0561.The dynamic height is computed by dividing the NAVD 88
 HY0561.geopotential number by the normal gravity value computed on the
 HY0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0561.degrees latitude (g = 980.6199 gals.).
 HY0561
 HY0561.The modeled gravity was interpolated from observed gravity values.
 HY0561
 HY0561;                    North         East    Units  Estimated Accuracy
 HY0561;SPC WV S     -   127,200.      508,430.      MT  (+/- 180 meters Scaled)
 HY0561
 HY0561                          SUPERSEDED SURVEY CONTROL
 HY0561
 HY0561  NGVD 29 (??/??/92)  223.076  (m)          731.88   (f) ADJ UNCH    2 0
 HY0561
 HY0561.Superseded values are not recommended for survey control.
 HY0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0561.See file dsdata.txt to determine how the superseded data were derived.
 HY0561
 HY0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC084220(NAD 83)
 HY0561_MARKER: DB = BENCH MARK DISK
 HY0561_SETTING: 66 = SET IN ROCK OUTCROP
 HY0561_SP_SET: ROCK CUT
 HY0561_STAMPING: E 153 1957
 HY0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0561+STABILITY: POSITION/ELEVATION WELL
 HY0561
 HY0561  HISTORY     - Date     Condition        Report By
 HY0561  HISTORY     - 1957     MONUMENTED       CGS
 HY0561
 HY0561                          STATION DESCRIPTION
 HY0561
 HY0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0561'0.3 MI NW FROM SPURLOCKVILLE.
 HY0561'ABOUT 0.3 MILE NORTHWEST ALONG GRAVEL ROAD FOLLOWING MUD RIVER
 HY0561'FROM THE SCHOOL AT SPURLOCKVILLE, 72 YARDS NORTHWEST OF THE
 HY0561'NORTHEAST END OF A 15-INCH PIPE CULVERT UNDER THE ROAD AND AT
 HY0561'THE SOUTHEAST END OF A CUT AT THE BOTTOM OF THE GRADE, 88 FEET
 HY0561'NORTHWEST OF AND ACROSS THE ROAD FROM POWER POLE NUMBER 419 C 9,
 HY0561'15 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY
 HY0561'IN THE SOUTHWEST FACE OF ROCK IN AN 8 FEET HIGH ROCK CUT, ABOUT
 HY0561'2 FEET ABOVE THE GROUND AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2206 ***********************************************************************
 HX2206  DESIGNATION -  E 154
 HX2206  PID         -  HX2206
 HX2206  STATE/COUNTY-  WV/LINCOLN
 HX2206  USGS QUAD   -  MUD (1976)
 HX2206
 HX2206                         *CURRENT SURVEY CONTROL
 HX2206  ___________________________________________________________________
 HX2206* NAD 83(1986)-  38 05 42.     (N)    081 58 47.     (W)     SCALED    
 HX2206* NAVD 88     -       244.394  (meters)     801.82   (feet)  ADJUSTED  
 HX2206  ___________________________________________________________________
 HX2206  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HX2206  DYNAMIC HT  -         244.218 (meters)     801.24  (feet)  COMP
 HX2206  MODELED GRAV-     979,903.2   (mgal)                       NAVD 88
 HX2206
 HX2206  VERT ORDER  -  SECOND    CLASS 0
 HX2206
 HX2206.The horizontal coordinates were scaled from a topographic map and have
 HX2206.an estimated accuracy of +/- 6 seconds.
 HX2206
 HX2206.The orthometric height was determined by differential leveling
 HX2206.and adjusted by the National Geodetic Survey in June 1991..
 HX2206
 HX2206.The geoid height was determined by GEOID03.
 HX2206
 HX2206.The dynamic height is computed by dividing the NAVD 88
 HX2206.geopotential number by the normal gravity value computed on the
 HX2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2206.degrees latitude (g = 980.6199 gals.).
 HX2206
 HX2206.The modeled gravity was interpolated from observed gravity values.
 HX2206
 HX2206;                    North         East    Units  Estimated Accuracy
 HX2206;SPC WV S     -   121,990.      514,070.      MT  (+/- 180 meters Scaled)
 HX2206
 HX2206                          SUPERSEDED SURVEY CONTROL
 HX2206
 HX2206  NGVD 29 (??/??/92)  244.606  (m)          802.51   (f) ADJ UNCH    2 0
 HX2206
 HX2206.Superseded values are not recommended for survey control.
 HX2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2206.See file dsdata.txt to determine how the superseded data were derived.
 HX2206
 HX2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC140168(NAD 83)
 HX2206_MARKER: DB = BENCH MARK DISK
 HX2206_SETTING: 66 = SET IN ROCK OUTCROP
 HX2206_SP_SET: ROCK CUT
 HX2206_STAMPING: E 154 1957
 HX2206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2206+STABILITY: POSITION/ELEVATION WELL
 HX2206
 HX2206  HISTORY     - Date     Condition        Report By
 HX2206  HISTORY     - 1957     MONUMENTED       CGS
 HX2206
 HX2206                          STATION DESCRIPTION
 HX2206
 HX2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2206'0.1 MI N FROM MUD.
 HX2206'ABOUT 0.1 MILE NORTH ALONG DIRT ROAD FOLLOWING MUD RIVER FROM
 HX2206'THE POST OFFICE AND STORE AT MUD, 57 YARDS WEST OF THE JUNCTION
 HX2206'OF DRIVE NORTHEAST TO A HOUSE, 87 FEET WEST OF THE NORTH END
 HX2206'OF A 15-INCH CONCRETE PIPE CULVERT UNDER THE ROAD, 11 FEET NORTH
 HX2206'OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE SOUTH
 HX2206'FACE OF A 5-FOOT HIGH ROCK AT THE EAST END OF THE ROCKY PART OF
 HX2206'THE CUT, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0384 ***********************************************************************
 GY0384  DESIGNATION -  E 155
 GY0384  PID         -  GY0384
 GY0384  STATE/COUNTY-  WV/LOGAN
 GY0384  USGS QUAD   -  TRACE (1976)
 GY0384
 GY0384                         *CURRENT SURVEY CONTROL
 GY0384  ___________________________________________________________________
 GY0384* NAD 83(1986)-  37 54 41.     (N)    082 08 08.     (W)     SCALED    
 GY0384* NAVD 88     -       249.010  (meters)     816.96   (feet)  ADJUSTED  
 GY0384  ___________________________________________________________________
 GY0384  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GY0384  DYNAMIC HT  -         248.826 (meters)     816.36  (feet)  COMP
 GY0384  MODELED GRAV-     979,883.4   (mgal)                       NAVD 88
 GY0384
 GY0384  VERT ORDER  -  SECOND    CLASS 0
 GY0384
 GY0384.The horizontal coordinates were scaled from a topographic map and have
 GY0384.an estimated accuracy of +/- 6 seconds.
 GY0384
 GY0384.The orthometric height was determined by differential leveling
 GY0384.and adjusted by the National Geodetic Survey in June 1991..
 GY0384
 GY0384.The geoid height was determined by GEOID03.
 GY0384
 GY0384.The dynamic height is computed by dividing the NAVD 88
 GY0384.geopotential number by the normal gravity value computed on the
 GY0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0384.degrees latitude (g = 980.6199 gals.).
 GY0384
 GY0384.The modeled gravity was interpolated from observed gravity values.
 GY0384
 GY0384;                    North         East    Units  Estimated Accuracy
 GY0384;SPC WV S     -   101,770.      500,150.      MT  (+/- 180 meters Scaled)
 GY0384
 GY0384                          SUPERSEDED SURVEY CONTROL
 GY0384
 GY0384  NGVD 29 (??/??/92)  249.221  (m)          817.65   (f) ADJ UNCH    2 0
 GY0384
 GY0384.Superseded values are not recommended for survey control.
 GY0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0384.See file dsdata.txt to determine how the superseded data were derived.
 GY0384
 GY0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB001965(NAD 83)
 GY0384_MARKER: DB = BENCH MARK DISK
 GY0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0384_SP_SET: CULVERT
 GY0384_STAMPING: E 155 1957
 GY0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0384
 GY0384  HISTORY     - Date     Condition        Report By
 GY0384  HISTORY     - 1957     MONUMENTED       CGS
 GY0384
 GY0384                          STATION DESCRIPTION
 GY0384
 GY0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0384'9.9 MI S FROM HART.
 GY0384'ABOUT 9.9 MILES SOUTH ALONG HART CREEK ROAD FROM THE HIGH SCHOOL
 GY0384'AT HART, ABOUT 153 YARDS EAST OF JUNCTION OF A ROAD LEADING
 GY0384'WEST INTO BRIER BRANCH, ABOUT 0.55 MILE NORTHWEST OF DALTON
 GY0384'SCHOOL, NEAR A CHURCH BUILDING, 27 FEET NORTHEAST OF CENTER LINE
 GY0384'OF ROAD, IN THE TOP OF THE NORTHWEST END OF NORTHEAST CONCRETE
 GY0384'HEAD WALL OF A 50-INCH PIPE CULVERT WITH CONCRETE WING WALLS FOR
 GY0384'TOMLIN HOLLOW, AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0391 ***********************************************************************
 GY0391  DESIGNATION -  E 156
 GY0391  PID         -  GY0391
 GY0391  STATE/COUNTY-  WV/LOGAN
 GY0391  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0391
 GY0391                         *CURRENT SURVEY CONTROL
 GY0391  ___________________________________________________________________
 GY0391* NAD 83(1986)-  37 57 28.     (N)    082 02 57.     (W)     SCALED    
 GY0391* NAVD 88     -       197.262  (meters)     647.18   (feet)  ADJUSTED  
 GY0391  ___________________________________________________________________
 GY0391  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GY0391  DYNAMIC HT  -         197.118 (meters)     646.71  (feet)  COMP
 GY0391  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 GY0391
 GY0391  VERT ORDER  -  SECOND    CLASS 0
 GY0391
 GY0391.The horizontal coordinates were scaled from a topographic map and have
 GY0391.an estimated accuracy of +/- 6 seconds.
 GY0391
 GY0391.The orthometric height was determined by differential leveling
 GY0391.and adjusted by the National Geodetic Survey in June 1991..
 GY0391
 GY0391.The geoid height was determined by GEOID03.
 GY0391
 GY0391.The dynamic height is computed by dividing the NAVD 88
 GY0391.geopotential number by the normal gravity value computed on the
 GY0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0391.degrees latitude (g = 980.6199 gals.).
 GY0391
 GY0391.The modeled gravity was interpolated from observed gravity values.
 GY0391
 GY0391;                    North         East    Units  Estimated Accuracy
 GY0391;SPC WV S     -   106,820.      507,800.      MT  (+/- 180 meters Scaled)
 GY0391
 GY0391                          SUPERSEDED SURVEY CONTROL
 GY0391
 GY0391  NGVD 29 (??/??/92)  197.474  (m)          647.88   (f) ADJ UNCH    2 0
 GY0391
 GY0391.Superseded values are not recommended for survey control.
 GY0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0391.See file dsdata.txt to determine how the superseded data were derived.
 GY0391
 GY0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC078016(NAD 83)
 GY0391_MARKER: DB = BENCH MARK DISK
 GY0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0391_SP_SET: CULVERT
 GY0391_STAMPING: E 156 1957
 GY0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0391
 GY0391  HISTORY     - Date     Condition        Report By
 GY0391  HISTORY     - 1957     MONUMENTED       CGS
 GY0391
 GY0391                          STATION DESCRIPTION
 GY0391
 GY0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0391'2.5 MI SW FROM CHAPMANVILLE.
 GY0391'ABOUT 2.5 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE HIGH
 GY0391'SCHOOL AT CHAPMANVILLE, ABOUT 0.5 MILE NORTHEAST OF CRAWLEY
 GY0391'CREEK FREEWILL BAPTIST CHURCH, ABOUT 80 YARDS SOUTHWEST OF
 GY0391'STRIKER SCHOOL, IN THE TOP OF THE NORTHEAST END OF SOUTHEAST
 GY0391'CONCRETE HEAD WALL OF A 6-FOOT CONCRETE AND STONE CULVERT FOR
 GY0391'SLICKROCK BRANCH AND 15 FEET SOUTHEAST OF CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2210 ***********************************************************************
 HX2210  DESIGNATION -  E 157
 HX2210  PID         -  HX2210
 HX2210  STATE/COUNTY-  WV/BOONE
 HX2210  USGS QUAD   -  MADISON (1976)
 HX2210
 HX2210                         *CURRENT SURVEY CONTROL
 HX2210  ___________________________________________________________________
 HX2210* NAD 83(1986)-  38 01 10.     (N)    081 50 55.     (W)     SCALED    
 HX2210* NAVD 88     -       265.840  (meters)     872.18   (feet)  ADJUSTED  
 HX2210  ___________________________________________________________________
 HX2210  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HX2210  DYNAMIC HT  -         265.648 (meters)     871.55  (feet)  COMP
 HX2210  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 HX2210
 HX2210  VERT ORDER  -  SECOND    CLASS 0
 HX2210
 HX2210.The horizontal coordinates were scaled from a topographic map and have
 HX2210.an estimated accuracy of +/- 6 seconds.
 HX2210
 HX2210.The orthometric height was determined by differential leveling
 HX2210.and adjusted by the National Geodetic Survey in June 1991..
 HX2210
 HX2210.The geoid height was determined by GEOID03.
 HX2210
 HX2210.The dynamic height is computed by dividing the NAVD 88
 HX2210.geopotential number by the normal gravity value computed on the
 HX2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2210.degrees latitude (g = 980.6199 gals.).
 HX2210
 HX2210.The modeled gravity was interpolated from observed gravity values.
 HX2210
 HX2210;                    North         East    Units  Estimated Accuracy
 HX2210;SPC WV S     -   113,490.      525,490.      MT  (+/- 180 meters Scaled)
 HX2210
 HX2210                          SUPERSEDED SURVEY CONTROL
 HX2210
 HX2210  NGVD 29 (??/??/92)  266.047  (m)          872.86   (f) ADJ UNCH    2 0
 HX2210
 HX2210.Superseded values are not recommended for survey control.
 HX2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2210.See file dsdata.txt to determine how the superseded data were derived.
 HX2210
 HX2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC255083(NAD 83)
 HX2210_MARKER: DB = BENCH MARK DISK
 HX2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2210_STAMPING: E 157 1957
 HX2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2210+STABILITY: SURFACE MOTION
 HX2210
 HX2210  HISTORY     - Date     Condition        Report By
 HX2210  HISTORY     - 1957     MONUMENTED       CGS
 HX2210
 HX2210                          STATION DESCRIPTION
 HX2210
 HX2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2210'4.5 MI SSE FROM MADISON.
 HX2210'ABOUT 2.9 MILE SOUTH ALONG U.S. 119 FROM ITS JUNCTION WITH STATE
 HX2210'HIGHWAY 79 AT MADISON, THENCE 1.6 MILE SOUTH ALONG GRAVEL ROAD,
 HX2210'22 YARDS SOUTHEAST OF THE TOP OF A SMALL GRADE, 39 FEET SOUTHEAST
 HX2210'OF AND ACROSS THE ROAD FROM TELEPHONE POLE NUMBER 62-30 WITH A
 HX2210'BRACE POLE, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET
 HX2210'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, ABOUT 2
 HX2210'FEET NORTHEAST OF A CONCRETE WITNESS POST AND 1 FOOT ABOVE THE
 HX2210'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0209 ***********************************************************************
 GY0209  DESIGNATION -  E 158
 GY0209  PID         -  GY0209
 GY0209  STATE/COUNTY-  WV/MINGO
 GY0209  USGS QUAD   -  TRACE (1976)
 GY0209
 GY0209                         *CURRENT SURVEY CONTROL
 GY0209  ___________________________________________________________________
 GY0209* NAD 83(1986)-  37 53 38.     (N)    082 13 22.     (W)     SCALED    
 GY0209* NAVD 88     -       271.719  (meters)     891.46   (feet)  ADJUSTED  
 GY0209  ___________________________________________________________________
 GY0209  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GY0209  DYNAMIC HT  -         271.519 (meters)     890.81  (feet)  COMP
 GY0209  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 GY0209
 GY0209  VERT ORDER  -  SECOND    CLASS 0
 GY0209
 GY0209.The horizontal coordinates were scaled from a topographic map and have
 GY0209.an estimated accuracy of +/- 6 seconds.
 GY0209
 GY0209.The orthometric height was determined by differential leveling
 GY0209.and adjusted by the National Geodetic Survey in June 1991..
 GY0209
 GY0209.The geoid height was determined by GEOID03.
 GY0209
 GY0209.The dynamic height is computed by dividing the NAVD 88
 GY0209.geopotential number by the normal gravity value computed on the
 GY0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0209.degrees latitude (g = 980.6199 gals.).
 GY0209
 GY0209.The modeled gravity was interpolated from observed gravity values.
 GY0209
 GY0209;                    North         East    Units  Estimated Accuracy
 GY0209;SPC WV S     -    99,920.      492,460.      MT  (+/- 180 meters Scaled)
 GY0209
 GY0209                          SUPERSEDED SURVEY CONTROL
 GY0209
 GY0209  NGVD 29 (??/??/92)  271.932  (m)          892.16   (f) ADJ UNCH    2 0
 GY0209
 GY0209.Superseded values are not recommended for survey control.
 GY0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0209.See file dsdata.txt to determine how the superseded data were derived.
 GY0209
 GY0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB924947(NAD 83)
 GY0209_MARKER: DB = BENCH MARK DISK
 GY0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0209_SP_SET: BRIDGE
 GY0209_STAMPING: E 158 1957
 GY0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0209
 GY0209  HISTORY     - Date     Condition        Report By
 GY0209  HISTORY     - 1957     MONUMENTED       CGS
 GY0209
 GY0209                          STATION DESCRIPTION
 GY0209
 GY0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0209'3.6 MI NW FROM DINGESS.
 GY0209'ABOUT 3.65 MILES NORTHWEST ALONG A GRAVEL ROAD FOLLOWING OLD
 GY0209'GRADE OF NORFOLK AND WESTERN RAILWAY FROM THE SCHOOL AT DINGESS,
 GY0209'IN THE TOP OF THE SOUTH END OF WEST ABUTMENT OF A 90-FOOT
 GY0209'BRIDGE OVER WEST FORK OF TWELVEPOLE CREEK (THE FIRST BRIDGE
 GY0209'NORTHWEST OF DINGESS), 14 FEET SOUTHEAST OF CENTER LINE OF
 GY0209'ROAD, 7 FEET SOUTH OF NORTHWEST END OF STEEL GUARD RAIL ALONG
 GY0209'SOUTHEAST SIDE OF BRIDGE AND 3 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0220 ***********************************************************************
 GY0220  DESIGNATION -  E 159
 GY0220  PID         -  GY0220
 GY0220  STATE/COUNTY-  WV/WAYNE
 GY0220  USGS QUAD   -  WILSONDALE (1981)
 GY0220
 GY0220                         *CURRENT SURVEY CONTROL
 GY0220  ___________________________________________________________________
 GY0220* NAD 83(1986)-  37 57 25.     (N)    082 20 16.     (W)     SCALED    
 GY0220* NAVD 88     -       231.265  (meters)     758.74   (feet)  ADJUSTED  
 GY0220  ___________________________________________________________________
 GY0220  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 GY0220  DYNAMIC HT  -         231.096 (meters)     758.19  (feet)  COMP
 GY0220  MODELED GRAV-     979,889.9   (mgal)                       NAVD 88
 GY0220
 GY0220  VERT ORDER  -  SECOND    CLASS 0
 GY0220
 GY0220.The horizontal coordinates were scaled from a topographic map and have
 GY0220.an estimated accuracy of +/- 6 seconds.
 GY0220
 GY0220.The orthometric height was determined by differential leveling
 GY0220.and adjusted by the National Geodetic Survey in June 1991..
 GY0220
 GY0220.The geoid height was determined by GEOID03.
 GY0220
 GY0220.The dynamic height is computed by dividing the NAVD 88
 GY0220.geopotential number by the normal gravity value computed on the
 GY0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0220.degrees latitude (g = 980.6199 gals.).
 GY0220
 GY0220.The modeled gravity was interpolated from observed gravity values.
 GY0220
 GY0220;                    North         East    Units  Estimated Accuracy
 GY0220;SPC WV S     -   107,060.      482,440.      MT  (+/- 180 meters Scaled)
 GY0220
 GY0220                          SUPERSEDED SURVEY CONTROL
 GY0220
 GY0220  NGVD 29 (??/??/92)  231.479  (m)          759.44   (f) ADJ UNCH    2 0
 GY0220
 GY0220.Superseded values are not recommended for survey control.
 GY0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0220.See file dsdata.txt to determine how the superseded data were derived.
 GY0220
 GY0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC824018(NAD 83)
 GY0220_MARKER: DB = BENCH MARK DISK
 GY0220_SETTING: 66 = SET IN ROCK OUTCROP
 GY0220_SP_SET: ROCK CUT
 GY0220_STAMPING: E 159 1957
 GY0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0220+STABILITY: POSITION/ELEVATION WELL
 GY0220
 GY0220  HISTORY     - Date     Condition        Report By
 GY0220  HISTORY     - 1957     MONUMENTED       CGS
 GY0220
 GY0220                          STATION DESCRIPTION
 GY0220
 GY0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0220'0.6 MI NW FROM WILSONDALE.
 GY0220'ABOUT 0.6 MILE NORTHWEST ALONG A GRAVEL ROAD FOLLOWING OLD
 GY0220'GRADE OF NORFOLK AND WESTERN RAILWAY FROM THE POST OFFICE AT
 GY0220'WILSONDALE, ABOUT 96 YARDS EAST OF THE JUNCTION OF A ROAD
 GY0220'LEADING SOUTH ALONG TURKEY CREEK, SET VERTICALLY IN THE SOUTH
 GY0220'FACE OF AN OFFSET ABOUT 8 BY 4 FEET ON THE FACE OF A ROCK CUT,
 GY0220'22 FEET NORTH OF CENTER LINE OF ROAD, 63 FEET EAST OF WEST END OF
 GY0220'ROCK CUT, 1 1/2 FEET ABOVE GROUND AND ABOUT 3 1/2 FEET ABOVE
 GY0220'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1948 ***********************************************************************
 HW1948  DESIGNATION -  E 16
 HW1948  PID         -  HW1948
 HW1948  STATE/COUNTY-  WV/RANDOLPH
 HW1948  USGS QUAD   -  BOWDEN (1995)
 HW1948
 HW1948                         *CURRENT SURVEY CONTROL
 HW1948  ___________________________________________________________________
 HW1948* NAD 83(1986)-  38 53 38.     (N)    079 38 36.     (W)     SCALED    
 HW1948* NAVD 88     -       804.630  (meters)    2639.86   (feet)  ADJUSTED  
 HW1948  ___________________________________________________________________
 HW1948  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HW1948  DYNAMIC HT  -         804.023 (meters)    2637.87  (feet)  COMP
 HW1948  MODELED GRAV-     979,846.2   (mgal)                       NAVD 88
 HW1948
 HW1948  VERT ORDER  -  SECOND    CLASS 0
 HW1948
 HW1948.The horizontal coordinates were scaled from a topographic map and have
 HW1948.an estimated accuracy of +/- 6 seconds.
 HW1948
 HW1948.The orthometric height was determined by differential leveling
 HW1948.and adjusted by the National Geodetic Survey in June 1991..
 HW1948
 HW1948.The geoid height was determined by GEOID03.
 HW1948
 HW1948.The dynamic height is computed by dividing the NAVD 88
 HW1948.geopotential number by the normal gravity value computed on the
 HW1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1948.degrees latitude (g = 980.6199 gals.).
 HW1948
 HW1948.The modeled gravity was interpolated from observed gravity values.
 HW1948
 HW1948;                    North         East    Units  Estimated Accuracy
 HW1948;SPC WV S     -   211,070.      717,700.      MT  (+/- 180 meters Scaled)
 HW1948
 HW1948                          SUPERSEDED SURVEY CONTROL
 HW1948
 HW1948  NGVD 29 (??/??/92)  804.762  (m)         2640.29   (f) ADJ UNCH    2 0
 HW1948
 HW1948.Superseded values are not recommended for survey control.
 HW1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1948.See file dsdata.txt to determine how the superseded data were derived.
 HW1948
 HW1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD176058(NAD 83)
 HW1948_MARKER: DB = BENCH MARK DISK
 HW1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1948_STAMPING: E 16 1934
 HW1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1948+STABILITY: SURFACE MOTION
 HW1948
 HW1948  HISTORY     - Date     Condition        Report By
 HW1948  HISTORY     - 1934     MONUMENTED       CGS
 HW1948
 HW1948                          STATION DESCRIPTION
 HW1948
 HW1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1948'0.3 MI E FROM EVENWOOD.
 HW1948'0.3 MILE EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HW1948'EVENWOOD, RANDOLPH COUNTY, 100 YARDS NORTHWEST OF A NEW BRIDGE,
 HW1948'40 YARDS WEST OF THE JUNCTION WITH AN OLD ROAD, 40 YARDS WEST OF
 HW1948'THE CENTERLINE OF THE HIGHWAY, AND 6 YARDS NORTH OF THE CENTERLINE
 HW1948'OF THE OLD ROAD.  A STANDARD DISK, STAMPED E 16 1934 AND SET IN
 HW1948'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0745 ***********************************************************************
 HY0745  DESIGNATION -  E 160
 HY0745  PID         -  HY0745
 HY0745  STATE/COUNTY-  WV/WAYNE
 HY0745  USGS QUAD   -  KIAHSVILLE (1975)
 HY0745
 HY0745                         *CURRENT SURVEY CONTROL
 HY0745  ___________________________________________________________________
 HY0745* NAD 83(1986)-  38 02 21.     (N)    082 19 29.     (W)     SCALED    
 HY0745* NAVD 88     -       221.768  (meters)     727.58   (feet)  ADJUSTED  
 HY0745  ___________________________________________________________________
 HY0745  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HY0745  DYNAMIC HT  -         221.607 (meters)     727.06  (feet)  COMP
 HY0745  MODELED GRAV-     979,898.2   (mgal)                       NAVD 88
 HY0745
 HY0745  VERT ORDER  -  SECOND    CLASS 0
 HY0745
 HY0745.The horizontal coordinates were scaled from a topographic map and have
 HY0745.an estimated accuracy of +/- 6 seconds.
 HY0745
 HY0745.The orthometric height was determined by differential leveling
 HY0745.and adjusted by the National Geodetic Survey in June 1991..
 HY0745
 HY0745.The geoid height was determined by GEOID03.
 HY0745
 HY0745.The dynamic height is computed by dividing the NAVD 88
 HY0745.geopotential number by the normal gravity value computed on the
 HY0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0745.degrees latitude (g = 980.6199 gals.).
 HY0745
 HY0745.The modeled gravity was interpolated from observed gravity values.
 HY0745
 HY0745;                    North         East    Units  Estimated Accuracy
 HY0745;SPC WV S     -   116,170.      483,720.      MT  (+/- 180 meters Scaled)
 HY0745
 HY0745                          SUPERSEDED SURVEY CONTROL
 HY0745
 HY0745  NGVD 29 (??/??/92)  221.980  (m)          728.28   (f) ADJ UNCH    2 0
 HY0745
 HY0745.Superseded values are not recommended for survey control.
 HY0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0745.See file dsdata.txt to determine how the superseded data were derived.
 HY0745
 HY0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC837109(NAD 83)
 HY0745_MARKER: DB = BENCH MARK DISK
 HY0745_SETTING: 80 = SET IN A BOULDER
 HY0745_SP_SET: ROCK OUTCROP
 HY0745_STAMPING: E 160 1957
 HY0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0745+STABILITY: SURFACE MOTION
 HY0745
 HY0745  HISTORY     - Date     Condition        Report By
 HY0745  HISTORY     - 1957     MONUMENTED       CGS
 HY0745
 HY0745                          STATION DESCRIPTION
 HY0745
 HY0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0745'11.4 MI SW FROM COVE GAP.
 HY0745'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0745'SCHOOL AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 5.85 MILES
 HY0745'SOUTH ALONG A ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 HY0745'THENCE ABOUT 1.5 MILES SOUTHWEST ALONG A ROAD FOLLOWING MILAM
 HY0745'CREEK, ABOUT 0.3 MILE SOUTHWEST OF MILAM SCHOOL, ABOUT 0.35
 HY0745'MILE NORTHEAST OF A SIDE ROAD EAST, IN THE TOP AND AT ABOUT
 HY0745'CENTER OF THE NORTH EDGE OF A 20 BY 2 FOOT HIGH ROCK OUTCROP,
 HY0745'16 FEET EAST OF CENTER LINE OF ROAD, 1 1/2 FEET NORTH OF NORTH
 HY0745'EDGE OF OUTCROP AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0363 ***********************************************************************
 GY0363  DESIGNATION -  E 161
 GY0363  PID         -  GY0363
 GY0363  STATE/COUNTY-  WV/MINGO
 GY0363  USGS QUAD   -  WILSONDALE (1981)
 GY0363
 GY0363                         *CURRENT SURVEY CONTROL
 GY0363  ___________________________________________________________________
 GY0363* NAD 83(1986)-  37 56 39.     (N)    082 16 02.     (W)     SCALED    
 GY0363* NAVD 88     -       359.461  (meters)    1179.33   (feet)  ADJUSTED  
 GY0363  ___________________________________________________________________
 GY0363  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GY0363  DYNAMIC HT  -         359.199 (meters)    1178.47  (feet)  COMP
 GY0363  MODELED GRAV-     979,889.0   (mgal)                       NAVD 88
 GY0363
 GY0363  VERT ORDER  -  SECOND    CLASS 0
 GY0363
 GY0363.The horizontal coordinates were scaled from a topographic map and have
 GY0363.an estimated accuracy of +/- 6 seconds.
 GY0363
 GY0363.The orthometric height was determined by differential leveling
 GY0363.and adjusted by the National Geodetic Survey in June 1991..
 GY0363
 GY0363.The geoid height was determined by GEOID03.
 GY0363
 GY0363.The dynamic height is computed by dividing the NAVD 88
 GY0363.geopotential number by the normal gravity value computed on the
 GY0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0363.degrees latitude (g = 980.6199 gals.).
 GY0363
 GY0363.The modeled gravity was interpolated from observed gravity values.
 GY0363
 GY0363;                    North         East    Units  Estimated Accuracy
 GY0363;SPC WV S     -   105,550.      488,620.      MT  (+/- 180 meters Scaled)
 GY0363
 GY0363                          SUPERSEDED SURVEY CONTROL
 GY0363
 GY0363  NGVD 29 (??/??/92)  359.677  (m)         1180.04   (f) ADJ UNCH    2 0
 GY0363
 GY0363.Superseded values are not recommended for survey control.
 GY0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0363.See file dsdata.txt to determine how the superseded data were derived.
 GY0363
 GY0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC886003(NAD 83)
 GY0363_MARKER: DB = BENCH MARK DISK
 GY0363_SETTING: 66 = SET IN ROCK OUTCROP
 GY0363_SP_SET: ROCK CLIFF
 GY0363_STAMPING: E 161 1957
 GY0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0363+STABILITY: POSITION/ELEVATION WELL
 GY0363
 GY0363  HISTORY     - Date     Condition        Report By
 GY0363  HISTORY     - 1957     MONUMENTED       CGS
 GY0363
 GY0363                          STATION DESCRIPTION
 GY0363
 GY0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0363'1.7 MI N FROM BREEDEN.
 GY0363'ABOUT 0.9 MILE NORTHWEST ALONG A GRAVEL ROAD FOLLOWING OLD GRADE
 GY0363'OF THE NORFOLK AND WESTERN RAILWAY FROM THE JUNCTION OF ROAD
 GY0363'LEADING SOUTHWEST ALONG BREEDEN CREEK AT BREEDEN, THENCE ABOUT
 GY0363'0.8 MILE NORTHEAST ALONG A ROAD LEADING OVER MOUNTAIN INTO EAST
 GY0363'FORK OF TWELVEPOLE CREEK, NEAR THE TOP OF MOUNTAIN, NEAR A
 GY0363'HOUSE, AT A SMALL CEMETERY, SET IN THE TOP OF THE EAST END OF
 GY0363'A LONG ROCK CLIFF, 37 FEET SOUTHEAST OF CENTER LINE OF ROAD,
 GY0363'36 FEET SOUTHWEST OF WEST CORNER OF CEMETERY, 2 1/2 FEET NORTHWEST
 GY0363'OF SOUTHEAST CORNER OF ROCK CLIFF AND ABOUT 7 FEET BELOW LEVEL
 GY0363'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2158 ***********************************************************************
 GX2158  DESIGNATION -  E 162
 GX2158  PID         -  GX2158
 GX2158  STATE/COUNTY-  WV/MINGO
 GX2158  USGS QUAD   -  MALLORY (1976)
 GX2158
 GX2158                         *CURRENT SURVEY CONTROL
 GX2158  ___________________________________________________________________
 GX2158* NAD 83(1986)-  37 39 39.     (N)    081 51 55.     (W)     SCALED    
 GX2158* NAVD 88     -       238.786  (meters)     783.42   (feet)  ADJUSTED  
 GX2158  ___________________________________________________________________
 GX2158  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GX2158  DYNAMIC HT  -         238.604 (meters)     782.82  (feet)  COMP
 GX2158  MODELED GRAV-     979,863.0   (mgal)                       NAVD 88
 GX2158
 GX2158  VERT ORDER  -  SECOND    CLASS 0
 GX2158
 GX2158.The horizontal coordinates were scaled from a topographic map and have
 GX2158.an estimated accuracy of +/- 6 seconds.
 GX2158
 GX2158.The orthometric height was determined by differential leveling
 GX2158.and adjusted by the National Geodetic Survey in June 1991..
 GX2158
 GX2158.The geoid height was determined by GEOID03.
 GX2158
 GX2158.The dynamic height is computed by dividing the NAVD 88
 GX2158.geopotential number by the normal gravity value computed on the
 GX2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2158.degrees latitude (g = 980.6199 gals.).
 GX2158
 GX2158.The modeled gravity was interpolated from observed gravity values.
 GX2158
 GX2158;                    North         East    Units  Estimated Accuracy
 GX2158;SPC WV S     -    73,700.      523,660.      MT  (+/- 180 meters Scaled)
 GX2158
 GX2158                          SUPERSEDED SURVEY CONTROL
 GX2158
 GX2158  NGVD 29 (??/??/92)  238.993  (m)          784.10   (f) ADJ UNCH    2 0
 GX2158
 GX2158.Superseded values are not recommended for survey control.
 GX2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2158.See file dsdata.txt to determine how the superseded data were derived.
 GX2158
 GX2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB236685(NAD 83)
 GX2158_MARKER: DB = BENCH MARK DISK
 GX2158_SETTING: 66 = SET IN ROCK OUTCROP
 GX2158_SP_SET: ROCK CUT
 GX2158_STAMPING: E 162 1957
 GX2158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2158+STABILITY: POSITION/ELEVATION WELL
 GX2158
 GX2158  HISTORY     - Date     Condition        Report By
 GX2158  HISTORY     - 1957     MONUMENTED       CGS
 GX2158  HISTORY     - 1963     GOOD             AEROS
 GX2158
 GX2158                          STATION DESCRIPTION
 GX2158
 GX2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2158'5.2 MI N FROM GILBERT.
 GX2158'ABOUT 5.15 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION
 GX2158'OF U.S. HIGHWAY 52 AT GILBERT, ABOUT 1.1 MILES SOUTHWEST OF
 GX2158'BRIDGE OVER GUYANDOT RIVER AT VERNER, ABOUT 38 YARDS SOUTH OF
 GX2158'JUNCTION OF A NARROW ROAD LEADING WEST ALONG SYLVIA BRANCH, SET
 GX2158'VERTICALLY IN THE EAST FACE OF A LONG LOW ROCK CUT, 23 FEET WEST
 GX2158'OF CENTER LINE OF HIGHWAY, 90 FEET SOUTH OF NORTH END OF CUT,
 GX2158'3 1/2 FEET ABOVE GROUND AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF
 GX2158'HIGHWAY.
 GX2158
 GX2158                          STATION RECOVERY (1963)
 GX2158
 GX2158'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0801 ***********************************************************************
 KY0801  DESIGNATION -  E 163
 KY0801  PID         -  KY0801
 KY0801  STATE/COUNTY-  WV/BROOKE
 KY0801  USGS QUAD   -  WEIRTON (1994)
 KY0801
 KY0801                         *CURRENT SURVEY CONTROL
 KY0801  ___________________________________________________________________
 KY0801* NAD 83(1986)-  40 22 43.     (N)    080 33 30.     (W)     SCALED    
 KY0801* NAVD 88     -       234.091  (meters)     768.01   (feet)  ADJUSTED  
 KY0801  ___________________________________________________________________
 KY0801  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KY0801  DYNAMIC HT  -         233.968 (meters)     767.61  (feet)  COMP
 KY0801  MODELED GRAV-     980,093.9   (mgal)                       NAVD 88
 KY0801
 KY0801  VERT ORDER  -  SECOND    CLASS 0
 KY0801
 KY0801.The horizontal coordinates were scaled from a topographic map and have
 KY0801.an estimated accuracy of +/- 6 seconds.
 KY0801
 KY0801.The orthometric height was determined by differential leveling
 KY0801.and adjusted by the National Geodetic Survey in June 1991..
 KY0801
 KY0801.The geoid height was determined by GEOID03.
 KY0801
 KY0801.The dynamic height is computed by dividing the NAVD 88
 KY0801.geopotential number by the normal gravity value computed on the
 KY0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0801.degrees latitude (g = 980.6199 gals.).
 KY0801
 KY0801.The modeled gravity was interpolated from observed gravity values.
 KY0801
 KY0801;                    North         East    Units  Estimated Accuracy
 KY0801;SPC WV N     -   209,100.      510,130.      MT  (+/- 180 meters Scaled)
 KY0801
 KY0801                          SUPERSEDED SURVEY CONTROL
 KY0801
 KY0801  NGVD 29 (??/??/92)  234.262  (m)          768.57   (f) ADJ UNCH    2 0
 KY0801
 KY0801.Superseded values are not recommended for survey control.
 KY0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0801.See file dsdata.txt to determine how the superseded data were derived.
 KY0801
 KY0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE374698(NAD 83)
 KY0801_MARKER: DJ = TIDAL STATION DISK
 KY0801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0801_SP_SET: BRIDGE
 KY0801_STAMPING: E 163 1960
 KY0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0801
 KY0801  HISTORY     - Date     Condition        Report By
 KY0801  HISTORY     - 1960     MONUMENTED       CGS
 KY0801
 KY0801                          STATION DESCRIPTION
 KY0801
 KY0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0801'2.2 MI W FROM COLLIER.
 KY0801'ABOUT 2.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0801'OVERPASS 35-54 OVER A ROAD AND CREEK AT COLLIER, 12 1/2 FEET
 KY0801'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, IN
 KY0801'TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL OF RAILROAD
 KY0801'CONCRETE BRIDGE NO. 37-74 ACROSS A CREEK BRANCH, 2.3 FEET
 KY0801'NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL, AND ABOUT 1 1/2
 KY0801'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1134 ***********************************************************************
 GX1134  DESIGNATION -  E 164
 GX1134  PID         -  GX1134
 GX1134  STATE/COUNTY-  WV/WYOMING
 GX1134  USGS QUAD   -  RHODELL (1976)
 GX1134
 GX1134                         *CURRENT SURVEY CONTROL
 GX1134  ___________________________________________________________________
 GX1134* NAD 83(1986)-  37 34 13.     (N)    081 21 53.     (W)     SCALED    
 GX1134* NAVD 88     -       439.890  (meters)    1443.21   (feet)  ADJUSTED  
 GX1134  ___________________________________________________________________
 GX1134  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX1134  DYNAMIC HT  -         439.528 (meters)    1442.02  (feet)  COMP
 GX1134  MODELED GRAV-     979,792.5   (mgal)                       NAVD 88
 GX1134
 GX1134  VERT ORDER  -  SECOND    CLASS 0
 GX1134
 GX1134.The horizontal coordinates were scaled from a topographic map and have
 GX1134.an estimated accuracy of +/- 6 seconds.
 GX1134
 GX1134.The orthometric height was determined by differential leveling
 GX1134.and adjusted by the National Geodetic Survey in June 1991..
 GX1134
 GX1134.The geoid height was determined by GEOID03.
 GX1134
 GX1134.The dynamic height is computed by dividing the NAVD 88
 GX1134.geopotential number by the normal gravity value computed on the
 GX1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1134.degrees latitude (g = 980.6199 gals.).
 GX1134
 GX1134.The modeled gravity was interpolated from observed gravity values.
 GX1134
 GX1134;                    North         East    Units  Estimated Accuracy
 GX1134;SPC WV S     -    63,360.      567,780.      MT  (+/- 180 meters Scaled)
 GX1134
 GX1134                          SUPERSEDED SURVEY CONTROL
 GX1134
 GX1134  NGVD 29 (??/??/92)  440.047  (m)         1443.72   (f) ADJ UNCH    2 0
 GX1134
 GX1134.Superseded values are not recommended for survey control.
 GX1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1134.See file dsdata.txt to determine how the superseded data were derived.
 GX1134
 GX1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB677582(NAD 83)
 GX1134_MARKER: DB = BENCH MARK DISK
 GX1134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1134_SP_SET: FOUNDATION
 GX1134_STAMPING: E 164 1960
 GX1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1134
 GX1134  HISTORY     - Date     Condition        Report By
 GX1134  HISTORY     - 1960     MONUMENTED       CGS
 GX1134  HISTORY     - 20030202 MARK NOT FOUND   INDIV
 GX1134
 GX1134                          STATION DESCRIPTION
 GX1134
 GX1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1134'1.8 MI E FROM MULLENS.
 GX1134'ABOUT 1.85 MILES EAST AND SOUTHEAST ALONG THE VIRGINIAN RAILWAY
 GX1134'FROM THE STATION AT MULLENS, ABOUT 5 RAILS EAST OF A LARGE
 GX1134'ABANDONED COAL TIPPLE, SET IN THE TOP OF THE WEST SIDE OF AN
 GX1134'ABANDONED CONCRETE FOUNDATION, 53 FEET SOUTH OF SOUTH RAIL OF MAIN
 GX1134'TRACK, 137 FEET NORTH OF CENTER LINE OF STATE HIGHWAY 16, 65 FEET
 GX1134'EAST-NORTHEAST OF POWER POLE NO. 1060-355, AND SET IN A DRILL HOLE.
 GX1134
 GX1134                          STATION RECOVERY (2003)
 GX1134
 GX1134'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX1134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1428 ***********************************************************************
 HW1428  DESIGNATION -  E 17
 HW1428  PID         -  HW1428
 HW1428  STATE/COUNTY-  WV/PENDLETON
 HW1428  USGS QUAD   -  FRANKLIN (1995)
 HW1428
 HW1428                         *CURRENT SURVEY CONTROL
 HW1428  ___________________________________________________________________
 HW1428* NAD 83(1986)-  38 42 45.     (N)    079 18 30.     (W)     SCALED    
 HW1428* NAVD 88     -       468.021  (meters)    1535.50   (feet)  ADJUSTED  
 HW1428  ___________________________________________________________________
 HW1428  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HW1428  DYNAMIC HT  -         467.687 (meters)    1534.40  (feet)  COMP
 HW1428  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 HW1428
 HW1428  VERT ORDER  -  SECOND    CLASS 0
 HW1428
 HW1428.The horizontal coordinates were scaled from a topographic map and have
 HW1428.an estimated accuracy of +/- 6 seconds.
 HW1428
 HW1428.The orthometric height was determined by differential leveling
 HW1428.and adjusted by the National Geodetic Survey in June 1991..
 HW1428
 HW1428.The geoid height was determined by GEOID03.
 HW1428
 HW1428.The dynamic height is computed by dividing the NAVD 88
 HW1428.geopotential number by the normal gravity value computed on the
 HW1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1428.degrees latitude (g = 980.6199 gals.).
 HW1428
 HW1428.The modeled gravity was interpolated from observed gravity values.
 HW1428
 HW1428;                    North         East    Units  Estimated Accuracy
 HW1428;SPC WV S     -   191,420.      747,120.      MT  (+/- 180 meters Scaled)
 HW1428
 HW1428                          SUPERSEDED SURVEY CONTROL
 HW1428
 HW1428  NGVD 29 (??/??/92)  468.145  (m)         1535.91   (f) ADJ UNCH    2 0
 HW1428
 HW1428.Superseded values are not recommended for survey control.
 HW1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1428.See file dsdata.txt to determine how the superseded data were derived.
 HW1428
 HW1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC470862(NAD 83)
 HW1428_MARKER: DB = BENCH MARK DISK
 HW1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1428_STAMPING: E 17 1934
 HW1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1428+STABILITY: SURFACE MOTION
 HW1428
 HW1428  HISTORY     - Date     Condition        Report By
 HW1428  HISTORY     - 1934     MONUMENTED       CGS
 HW1428  HISTORY     - 1969     MARK NOT FOUND   USGS
 HW1428
 HW1428                          STATION DESCRIPTION
 HW1428
 HW1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1428'5.8 MI N FROM FRANKLIN.
 HW1428'5.8 MILES NORTH ALONG U.S. HIGHWAY 220 FROM FRANKLIN, PENDLETON
 HW1428'COUNTY, 0.2 MILE EAST OF THE POST OFFICE AT RUDDLE, 750 FEET
 HW1428'WEST OF THE HOME OF W.B. SIMMONS, 6 YARDS SOUTH OF THE CENTERLINE
 HW1428'OF THE HIGHWAY, 1 FOOT INSIDE OF A FENCE LINE, AND LEVEL WITH THE
 HW1428'HIGHWAY.  A STANDARD DISK, STAMPED E 17 1934 AND SET IN THE TOP
 HW1428'OF A CONCRETE POST.
 HW1428
 HW1428                          STATION RECOVERY (1969)
 HW1428
 HW1428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HW1428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2157 ***********************************************************************
 HX2157  DESIGNATION -  E 175
 HX2157  PID         -  HX2157
 HX2157  STATE/COUNTY-  WV/BOONE
 HX2157  USGS QUAD   -  RACINE (1976)
 HX2157
 HX2157                         *CURRENT SURVEY CONTROL
 HX2157  ___________________________________________________________________
 HX2157* NAD 83(1986)-  38 08 01.     (N)    081 39 45.     (W)     SCALED    
 HX2157* NAVD 88     -       206.993  (meters)     679.11   (feet)  ADJUSTED  
 HX2157  ___________________________________________________________________
 HX2157  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HX2157  DYNAMIC HT  -         206.842 (meters)     678.61  (feet)  COMP
 HX2157  MODELED GRAV-     979,895.3   (mgal)                       NAVD 88
 HX2157
 HX2157  VERT ORDER  -  SECOND    CLASS 0
 HX2157
 HX2157.The horizontal coordinates were scaled from a topographic map and have
 HX2157.an estimated accuracy of +/- 6 seconds.
 HX2157
 HX2157.The orthometric height was determined by differential leveling
 HX2157.and adjusted by the National Geodetic Survey in June 1991..
 HX2157
 HX2157.The geoid height was determined by GEOID03.
 HX2157
 HX2157.The dynamic height is computed by dividing the NAVD 88
 HX2157.geopotential number by the normal gravity value computed on the
 HX2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2157.degrees latitude (g = 980.6199 gals.).
 HX2157
 HX2157.The modeled gravity was interpolated from observed gravity values.
 HX2157
 HX2157;                    North         East    Units  Estimated Accuracy
 HX2157;SPC WV S     -   126,030.      541,920.      MT  (+/- 180 meters Scaled)
 HX2157
 HX2157                          SUPERSEDED SURVEY CONTROL
 HX2157
 HX2157  NGVD 29 (??/??/92)  207.203  (m)          679.80   (f) ADJ UNCH    2 0
 HX2157
 HX2157.Superseded values are not recommended for survey control.
 HX2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2157.See file dsdata.txt to determine how the superseded data were derived.
 HX2157
 HX2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC419208(NAD 83)
 HX2157_MARKER: DB = BENCH MARK DISK
 HX2157_SETTING: 66 = SET IN ROCK OUTCROP
 HX2157_SP_SET: ROCK CUT
 HX2157_STAMPING: E 175 1958
 HX2157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2157+STABILITY: POSITION/ELEVATION WELL
 HX2157
 HX2157  HISTORY     - Date     Condition        Report By
 HX2157  HISTORY     - 1958     MONUMENTED       CGS
 HX2157  HISTORY     - 1973     GOOD             LOCENG
 HX2157
 HX2157                          STATION DESCRIPTION
 HX2157
 HX2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2157'0.7 MI S FROM RACINE.
 HX2157'ABOUT 0.7 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX2157'THE FLAG STATION AT RACINE, ALSO 1.0 MILE EAST ALONG THE RAILWAY
 HX2157'FROM THE CROSSING OF U.S. HIGHWAY 119 AT PEYTONA, 7.6 FEET EAST OF
 HX2157'MILE POST 15, 0.15 MILE SOUTHWEST OF BRIDGE 153 OVER A CREEK BRANCH
 HX2157'AND ROAD, SET VERTICALLY IN THE NORTHWEST FACE OF A 2-FOOT HIGH
 HX2157'LAYER OF ROCK IN A 22-FOOT HIGH ROCK CUT, 2 FEET ABOVE THE GROUND,
 HX2157'15.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND ON THE OUTSIDE OF A
 HX2157'CURVE, 62 1/2 FEET NORTHEAST OF THE SOUTHEAST END OF A 15-INCH
 HX2157'CAST IRON CULVERT UNDER THE TRACK, AND ABOUT 1 1/2 FEET ABOVE THE
 HX2157'LEVEL OF TRACK.
 HX2157
 HX2157                          STATION RECOVERY (1973)
 HX2157
 HX2157'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2427 ***********************************************************************
 GX2427  DESIGNATION -  E 176
 GX2427  PID         -  GX2427
 GX2427  STATE/COUNTY-  WV/WYOMING
 GX2427  USGS QUAD   -  GILBERT (1977)
 GX2427
 GX2427                         *CURRENT SURVEY CONTROL
 GX2427  ___________________________________________________________________
 GX2427* NAD 83(1986)-  37 35 34.     (N)    081 49 40.     (W)     SCALED    
 GX2427* NAVD 88     -       283.980  (meters)     931.69   (feet)  ADJUSTED  
 GX2427  ___________________________________________________________________
 GX2427  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX2427  DYNAMIC HT  -         283.762 (meters)     930.98  (feet)  COMP
 GX2427  MODELED GRAV-     979,855.3   (mgal)                       NAVD 88
 GX2427
 GX2427  VERT ORDER  -  SECOND    CLASS 0
 GX2427
 GX2427.The horizontal coordinates were scaled from a topographic map and have
 GX2427.an estimated accuracy of +/- 6 seconds.
 GX2427
 GX2427.The orthometric height was determined by differential leveling
 GX2427.and adjusted by the National Geodetic Survey in June 1991..
 GX2427
 GX2427.The geoid height was determined by GEOID03.
 GX2427
 GX2427.The dynamic height is computed by dividing the NAVD 88
 GX2427.geopotential number by the normal gravity value computed on the
 GX2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2427.degrees latitude (g = 980.6199 gals.).
 GX2427
 GX2427.The modeled gravity was interpolated from observed gravity values.
 GX2427
 GX2427;                    North         East    Units  Estimated Accuracy
 GX2427;SPC WV S     -    66,120.      526,900.      MT  (+/- 180 meters Scaled)
 GX2427
 GX2427                          SUPERSEDED SURVEY CONTROL
 GX2427
 GX2427  NGVD 29 (??/??/92)  284.181  (m)          932.35   (f) ADJ UNCH    2 0
 GX2427
 GX2427.Superseded values are not recommended for survey control.
 GX2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2427.See file dsdata.txt to determine how the superseded data were derived.
 GX2427
 GX2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB269609(NAD 83)
 GX2427_MARKER: DB = BENCH MARK DISK
 GX2427_SETTING: 66 = SET IN ROCK OUTCROP
 GX2427_SP_SET: ROCK CUT
 GX2427_STAMPING: E 176 1958
 GX2427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2427+STABILITY: POSITION/ELEVATION WELL
 GX2427
 GX2427  HISTORY     - Date     Condition        Report By
 GX2427  HISTORY     - 1958     MONUMENTED       CGS
 GX2427  HISTORY     - 1963     GOOD             AEROS
 GX2427
 GX2427                          STATION DESCRIPTION
 GX2427
 GX2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2427'4.9 MI SE FROM GILBERT.
 GX2427'ABOUT 4.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION
 GX2427'OF STATE HIGHWAY 80 AT GILBERT, 0.8 MILE NORTHEAST OF THE EAST
 GX2427'END OF THE BRIDGE OVER GUYANDOT RIVER, 18 FEET NORTHWEST OF THE
 GX2427'CENTER LINE OF THE HIGHWAY, ABOUT 66 YARDS SOUTHWEST OF THE WEST
 GX2427'CORNER OF A 75-FOOT BRIDGE OVER LITTLE HUFF CREEK, SET IN THE TOP
 GX2427'OF A 3-CORNERED LEDGE ON THE SOUTHEAST FACE OF A ROCK CUT
 GX2427'NORTHWEST OF THE HIGHWAY, 1/2 FOOT NORTHWEST OF THE SOUTHEAST
 GX2427'EDGE OF THE LEDGE, 2 FEET SOUTHWEST OF A 6-INCH TRIANGULAR CUT
 GX2427'IN THE FACE OF THE CUT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GX2427'HIGHWAY.
 GX2427
 GX2427                          STATION RECOVERY (1963)
 GX2427
 GX2427'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2439 ***********************************************************************
 GX2439  DESIGNATION -  E 177
 GX2439  PID         -  GX2439
 GX2439  STATE/COUNTY-  WV/MCDOWELL
 GX2439  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2439
 GX2439                         *CURRENT SURVEY CONTROL
 GX2439  ___________________________________________________________________
 GX2439* NAD 83(1986)-  37 30 07.     (N)    081 38 45.     (W)     SCALED    
 GX2439* NAVD 88     -       462.390  (meters)    1517.02   (feet)  ADJUSTED  
 GX2439  ___________________________________________________________________
 GX2439  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX2439  DYNAMIC HT  -         462.021 (meters)    1515.81  (feet)  COMP
 GX2439  MODELED GRAV-     979,817.5   (mgal)                       NAVD 88
 GX2439
 GX2439  VERT ORDER  -  SECOND    CLASS 0
 GX2439
 GX2439.The horizontal coordinates were scaled from a topographic map and have
 GX2439.an estimated accuracy of +/- 6 seconds.
 GX2439
 GX2439.The orthometric height was determined by differential leveling
 GX2439.and adjusted by the National Geodetic Survey in June 1991..
 GX2439
 GX2439.The geoid height was determined by GEOID03.
 GX2439
 GX2439.The dynamic height is computed by dividing the NAVD 88
 GX2439.geopotential number by the normal gravity value computed on the
 GX2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2439.degrees latitude (g = 980.6199 gals.).
 GX2439
 GX2439.The modeled gravity was interpolated from observed gravity values.
 GX2439
 GX2439;                    North         East    Units  Estimated Accuracy
 GX2439;SPC WV S     -    55,910.      542,890.      MT  (+/- 180 meters Scaled)
 GX2439
 GX2439                          SUPERSEDED SURVEY CONTROL
 GX2439
 GX2439  NGVD 29 (??/??/92)  462.564  (m)         1517.60   (f) ADJ UNCH    2 0
 GX2439
 GX2439.Superseded values are not recommended for survey control.
 GX2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2439.See file dsdata.txt to determine how the superseded data were derived.
 GX2439
 GX2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB429507(NAD 83)
 GX2439_MARKER: DB = BENCH MARK DISK
 GX2439_SETTING: 66 = SET IN ROCK OUTCROP
 GX2439_SP_SET: ROCK CUT
 GX2439_STAMPING: E 177 1958
 GX2439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2439+STABILITY: POSITION/ELEVATION WELL
 GX2439
 GX2439  HISTORY     - Date     Condition        Report By
 GX2439  HISTORY     - 1958     MONUMENTED       CGS
 GX2439  HISTORY     - 1963     GOOD             AEROS
 GX2439
 GX2439                          STATION DESCRIPTION
 GX2439
 GX2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2439'2 MI N FROM DAVY.
 GX2439'ABOUT 1.95 MILES NORTH ALONG A BLACK TOP ROAD TO BAILEYSVILLE
 GX2439'FROM THE SCHOOL AT DAVY, ON THE SOUTH SLOPE OF A LONG HILL, ON THE
 GX2439'INSIDE AND AT THE SOUTH END OF A CURVE WITH TANGENTS EXTENDING
 GX2439'NORTHEAST AND SOUTH, SET VERTICALLY IN THE WEST FACE OF A LARGE
 GX2439'ROCK CUT, 34 FEET EAST OF CENTER LINE OF ROAD, 57 FEET NORTH
 GX2439'OF THE SOUTH END OF THE CUT, 2 1/2 FEET ABOVE THE GROUND, AND
 GX2439'ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2439
 GX2439                          STATION RECOVERY (1963)
 GX2439
 GX2439'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2452 ***********************************************************************
 GX2452  DESIGNATION -  E 178
 GX2452  PID         -  GX2452
 GX2452  STATE/COUNTY-  WV/WYOMING
 GX2452  USGS QUAD   -  PINEVILLE (1976)
 GX2452
 GX2452                         *CURRENT SURVEY CONTROL
 GX2452  ___________________________________________________________________
 GX2452* NAD 83(1986)-  37 34 56.     (N)    081 34 37.     (W)     SCALED    
 GX2452* NAVD 88     -       378.114  (meters)    1240.53   (feet)  ADJUSTED  
 GX2452  ___________________________________________________________________
 GX2452  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX2452  DYNAMIC HT  -         377.813 (meters)    1239.54  (feet)  COMP
 GX2452  MODELED GRAV-     979,822.2   (mgal)                       NAVD 88
 GX2452
 GX2452  VERT ORDER  -  SECOND    CLASS 0
 GX2452
 GX2452.The horizontal coordinates were scaled from a topographic map and have
 GX2452.an estimated accuracy of +/- 6 seconds.
 GX2452
 GX2452.The orthometric height was determined by differential leveling
 GX2452.and adjusted by the National Geodetic Survey in June 1991..
 GX2452
 GX2452.The geoid height was determined by GEOID03.
 GX2452
 GX2452.The dynamic height is computed by dividing the NAVD 88
 GX2452.geopotential number by the normal gravity value computed on the
 GX2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2452.degrees latitude (g = 980.6199 gals.).
 GX2452
 GX2452.The modeled gravity was interpolated from observed gravity values.
 GX2452
 GX2452;                    North         East    Units  Estimated Accuracy
 GX2452;SPC WV S     -    64,780.      549,040.      MT  (+/- 180 meters Scaled)
 GX2452
 GX2452                          SUPERSEDED SURVEY CONTROL
 GX2452
 GX2452  NGVD 29 (??/??/92)  378.286  (m)         1241.09   (f) ADJ UNCH    2 0
 GX2452
 GX2452.Superseded values are not recommended for survey control.
 GX2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2452.See file dsdata.txt to determine how the superseded data were derived.
 GX2452
 GX2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB490596(NAD 83)
 GX2452_MARKER: DB = BENCH MARK DISK
 GX2452_SETTING: 66 = SET IN ROCK OUTCROP
 GX2452_SP_SET: CUT
 GX2452_STAMPING: E 178 1958
 GX2452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2452+STABILITY: POSITION/ELEVATION WELL
 GX2452
 GX2452  HISTORY     - Date     Condition        Report By
 GX2452  HISTORY     - 1958     MONUMENTED       CGS
 GX2452  HISTORY     - 1963     GOOD             AEROS
 GX2452  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 GX2452
 GX2452                          STATION DESCRIPTION
 GX2452
 GX2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2452'3.8 MI W FROM PINEVILLE.
 GX2452'ABOUT 3.8 MILES WEST ALONG A BLACK TOP ROAD TO BAILEYSVILLE
 GX2452'FROM THE COURTHOUSE AT PINEVILLE, ON THE OUTSIDE OF A LONG CURVE
 GX2452'WITH TANGENTS EXTENDING SOUTHWEST AND SOUTHEAST, ON THE EAST
 GX2452'SLOPE OF A HILL, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 GX2452'SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, 12 FEET EAST
 GX2452'OF THE WEST END OF THE CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 GX2452'THE ROAD.
 GX2452
 GX2452                          STATION RECOVERY (1963)
 GX2452
 GX2452'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2452'RECOVERED IN GOOD CONDITION.
 GX2452
 GX2452                          STATION RECOVERY (1980)
 GX2452
 GX2452'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1893 ***********************************************************************
 GX1893  DESIGNATION -  E 179
 GX1893  PID         -  GX1893
 GX1893  STATE/COUNTY-  WV/MCDOWELL
 GX1893  USGS QUAD   -  WAR (1977)
 GX1893
 GX1893                         *CURRENT SURVEY CONTROL
 GX1893  ___________________________________________________________________
 GX1893* NAD 83(1986)-  37 19 14.     (N)    081 41 42.     (W)     SCALED    
 GX1893* NAVD 88     -       406.832  (meters)    1334.75   (feet)  ADJUSTED  
 GX1893  ___________________________________________________________________
 GX1893  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1893  DYNAMIC HT  -         406.493 (meters)    1333.64  (feet)  COMP
 GX1893  MODELED GRAV-     979,785.1   (mgal)                       NAVD 88
 GX1893
 GX1893  VERT ORDER  -  SECOND    CLASS 0
 GX1893
 GX1893.The horizontal coordinates were scaled from a topographic map and have
 GX1893.an estimated accuracy of +/- 6 seconds.
 GX1893
 GX1893.The orthometric height was determined by differential leveling
 GX1893.and adjusted by the National Geodetic Survey in June 1991..
 GX1893
 GX1893.The geoid height was determined by GEOID03.
 GX1893
 GX1893.The dynamic height is computed by dividing the NAVD 88
 GX1893.geopotential number by the normal gravity value computed on the
 GX1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1893.degrees latitude (g = 980.6199 gals.).
 GX1893
 GX1893.The modeled gravity was interpolated from observed gravity values.
 GX1893
 GX1893;                    North         East    Units  Estimated Accuracy
 GX1893;SPC WV S     -    35,810.      538,400.      MT  (+/- 180 meters Scaled)
 GX1893
 GX1893                          SUPERSEDED SURVEY CONTROL
 GX1893
 GX1893  NGVD 29 (??/??/92)  406.996  (m)         1335.29   (f) ADJ UNCH    2 0
 GX1893
 GX1893.Superseded values are not recommended for survey control.
 GX1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1893.See file dsdata.txt to determine how the superseded data were derived.
 GX1893
 GX1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB384306(NAD 83)
 GX1893_MARKER: DB = BENCH MARK DISK
 GX1893_SETTING: 66 = SET IN ROCK OUTCROP
 GX1893_SP_SET: SET IN ROCK OUTCROP
 GX1893_STAMPING: E 179 1958
 GX1893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1893+STABILITY: POSITION/ELEVATION WELL
 GX1893
 GX1893  HISTORY     - Date     Condition        Report By
 GX1893  HISTORY     - 1958     MONUMENTED       CGS
 GX1893  HISTORY     - 1975     GOOD             BAKER
 GX1893
 GX1893                          STATION DESCRIPTION
 GX1893
 GX1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1893'AT SUSANNA.
 GX1893'AT SUSANNA, ABOUT 6 1/2 RAILS SOUTH OF THE SOUTH EDGE OF THE
 GX1893'NORFOLK AND WESTERN RAILWAY OVERPASS OVER STATE HIGHWAY 83,
 GX1893'(NO. 2279), SET VERTICALLY IN THE NORTHWEST FACE OF A SLOPING
 GX1893'V SHAPED ROCK THAT IS PART OF A LARGE ROCK CUT, 24 FEET EAST
 GX1893'OF THE EAST RAIL, 15 FEET NORTHEAST OF THE NORTHEAST CORNER
 GX1893'OF THE CONCRETE BASE FOR RAILWAY SIGNAL 74 R S, AND ABOUT 1 FOOT
 GX1893'ABOVE THE LEVEL OF THE TRACK.
 GX1893
 GX1893                          STATION RECOVERY (1975)
 GX1893
 GX1893'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 GX1893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0329 ***********************************************************************
 JW0329  DESIGNATION -  E 18
 JW0329  PID         -  JW0329
 JW0329  STATE/COUNTY-  WV/HAMPSHIRE
 JW0329  USGS QUAD   -  ROMNEY (1979)
 JW0329
 JW0329                         *CURRENT SURVEY CONTROL
 JW0329  ___________________________________________________________________
 JW0329* NAD 83(1986)-  39 18 33.     (N)    078 48 07.     (W)     SCALED    
 JW0329* NAVD 88     -       212.107  (meters)     695.89   (feet)  ADJUSTED  
 JW0329  ___________________________________________________________________
 JW0329  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JW0329  DYNAMIC HT  -         211.975 (meters)     695.45  (feet)  COMP
 JW0329  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 JW0329
 JW0329  VERT ORDER  -  SECOND    CLASS 0
 JW0329
 JW0329.The horizontal coordinates were scaled from a topographic map and have
 JW0329.an estimated accuracy of +/- 6 seconds.
 JW0329
 JW0329.The orthometric height was determined by differential leveling
 JW0329.and adjusted by the National Geodetic Survey in June 1991..
 JW0329
 JW0329.The geoid height was determined by GEOID03.
 JW0329
 JW0329.The dynamic height is computed by dividing the NAVD 88
 JW0329.geopotential number by the normal gravity value computed on the
 JW0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0329.degrees latitude (g = 980.6199 gals.).
 JW0329
 JW0329.The modeled gravity was interpolated from observed gravity values.
 JW0329
 JW0329;                    North         East    Units  Estimated Accuracy
 JW0329;SPC WV N     -    90,070.      660,200.      MT  (+/- 180 meters Scaled)
 JW0329
 JW0329                          SUPERSEDED SURVEY CONTROL
 JW0329
 JW0329  NGVD 29 (??/??/92)  212.272  (m)          696.43   (f) ADJ UNCH    2 0
 JW0329
 JW0329.Superseded values are not recommended for survey control.
 JW0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0329.See file dsdata.txt to determine how the superseded data were derived.
 JW0329
 JW0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD895533(NAD 83)
 JW0329_MARKER: DB = BENCH MARK DISK
 JW0329_SETTING: 66 = SET IN ROCK OUTCROP
 JW0329_SP_SET: CLIFF
 JW0329_STAMPING: E 18 1934
 JW0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0329+STABILITY: POSITION/ELEVATION WELL
 JW0329
 JW0329  HISTORY     - Date     Condition        Report By
 JW0329  HISTORY     - 1934     MONUMENTED       CGS
 JW0329  HISTORY     - 1972     MARK NOT FOUND   USGS
 JW0329
 JW0329                          STATION DESCRIPTION
 JW0329
 JW0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0329'2.2 MI S FROM VANDERLIP.
 JW0329'2.2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0329'VANDERLIP, HAMPSHIRE COUNTY, 2.2 MILES SOUTHWEST OF THE WEST
 JW0329'ROMNEY STATION, IN THE EAST FACE OF A LARGE ROCK CLIFF, 6 YARDS
 JW0329'WEST OF THE CENTERLINE OF THE TRACK, AND 4 FEET HIGHER THAN THE
 JW0329'TRACK.  A STANDARD DISK, STAMPED E 18 1934 AND SET VERTICALLY.
 JW0329
 JW0329                          STATION RECOVERY (1972)
 JW0329
 JW0329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JW0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2196 ***********************************************************************
 GX2196  DESIGNATION -  E 180
 GX2196  PID         -  GX2196
 GX2196  STATE/COUNTY-  WV/WYOMING
 GX2196  USGS QUAD   -  MATHENY (1976)
 GX2196
 GX2196                         *CURRENT SURVEY CONTROL
 GX2196  ___________________________________________________________________
 GX2196* NAD 83(1986)-  37 41 31.     (N)    081 37 25.     (W)     SCALED    
 GX2196* NAVD 88     -       386.687  (meters)    1268.66   (feet)  ADJUSTED  
 GX2196  ___________________________________________________________________
 GX2196  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX2196  DYNAMIC HT  -         386.379 (meters)    1267.65  (feet)  COMP
 GX2196  MODELED GRAV-     979,823.0   (mgal)                       NAVD 88
 GX2196
 GX2196  VERT ORDER  -  SECOND    CLASS 0
 GX2196
 GX2196.The horizontal coordinates were scaled from a topographic map and have
 GX2196.an estimated accuracy of +/- 6 seconds.
 GX2196
 GX2196.The orthometric height was determined by differential leveling
 GX2196.and adjusted by the National Geodetic Survey in June 1991..
 GX2196
 GX2196.The geoid height was determined by GEOID03.
 GX2196
 GX2196.The dynamic height is computed by dividing the NAVD 88
 GX2196.geopotential number by the normal gravity value computed on the
 GX2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2196.degrees latitude (g = 980.6199 gals.).
 GX2196
 GX2196.The modeled gravity was interpolated from observed gravity values.
 GX2196
 GX2196;                    North         East    Units  Estimated Accuracy
 GX2196;SPC WV S     -    76,980.      545,000.      MT  (+/- 180 meters Scaled)
 GX2196
 GX2196                          SUPERSEDED SURVEY CONTROL
 GX2196
 GX2196  NGVD 29 (??/??/92)  386.851  (m)         1269.19   (f) ADJ UNCH    2 0
 GX2196
 GX2196.Superseded values are not recommended for survey control.
 GX2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2196.See file dsdata.txt to determine how the superseded data were derived.
 GX2196
 GX2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB450718(NAD 83)
 GX2196_MARKER: DB = BENCH MARK DISK
 GX2196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2196_SP_SET: BRIDGE
 GX2196_STAMPING: E 180 1958
 GX2196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2196
 GX2196  HISTORY     - Date     Condition        Report By
 GX2196  HISTORY     - 1958     MONUMENTED       CGS
 GX2196  HISTORY     - 1963     GOOD             AEROS
 GX2196
 GX2196                          STATION DESCRIPTION
 GX2196
 GX2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2196'0.9 MI SE FROM OCEANA.
 GX2196'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE METHODIST
 GX2196'CHURCH AT OCEANA, AT THE JUNCTION OF A BLACK TOP ROAD NORTH
 GX2196'TO KOPPERSTON, IN THE TOP OF THE WING WALL AT THE NORTHWEST
 GX2196'CORNER OF A 65-FOOT BRIDGE OVER CLEAR FORK, 17 FEET NORTH OF
 GX2196'CENTER LINE OF HIGHWAY, 1 1/2 FEET NORTHWEST OF NORTHWEST
 GX2196'CORNER OF WEST END OF NORTH GUARD RAIL AND 1 1/2 FEET ABOVE
 GX2196'LEVEL OF HIGHWAY.
 GX2196
 GX2196                          STATION RECOVERY (1963)
 GX2196
 GX2196'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1211 ***********************************************************************
 GX1211  DESIGNATION -  E 181
 GX1211  PID         -  GX1211
 GX1211  STATE/COUNTY-  WV/WYOMING
 GX1211  USGS QUAD   -  MULLENS (1976)
 GX1211
 GX1211                         *CURRENT SURVEY CONTROL
 GX1211  ___________________________________________________________________
 GX1211* NAD 83(1986)-  37 34 18.     (N)    081 24 02.     (W)     SCALED    
 GX1211* NAVD 88     -       428.744  (meters)    1406.64   (feet)  ADJUSTED  
 GX1211  ___________________________________________________________________
 GX1211  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX1211  DYNAMIC HT  -         428.394 (meters)    1405.49  (feet)  COMP
 GX1211  MODELED GRAV-     979,800.7   (mgal)                       NAVD 88
 GX1211
 GX1211  VERT ORDER  -  SECOND    CLASS 0
 GX1211
 GX1211.The horizontal coordinates were scaled from a topographic map and have
 GX1211.an estimated accuracy of +/- 6 seconds.
 GX1211
 GX1211.The orthometric height was determined by differential leveling
 GX1211.and adjusted by the National Geodetic Survey in June 1991..
 GX1211
 GX1211.The geoid height was determined by GEOID03.
 GX1211
 GX1211.The dynamic height is computed by dividing the NAVD 88
 GX1211.geopotential number by the normal gravity value computed on the
 GX1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1211.degrees latitude (g = 980.6199 gals.).
 GX1211
 GX1211.The modeled gravity was interpolated from observed gravity values.
 GX1211
 GX1211;                    North         East    Units  Estimated Accuracy
 GX1211;SPC WV S     -    63,530.      564,620.      MT  (+/- 180 meters Scaled)
 GX1211
 GX1211                          SUPERSEDED SURVEY CONTROL
 GX1211
 GX1211  NGVD 29 (??/??/92)  428.902  (m)         1407.16   (f) ADJ UNCH    2 0
 GX1211
 GX1211.Superseded values are not recommended for survey control.
 GX1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1211.See file dsdata.txt to determine how the superseded data were derived.
 GX1211
 GX1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB646583(NAD 83)
 GX1211_MARKER: DB = BENCH MARK DISK
 GX1211_SETTING: 66 = SET IN ROCK OUTCROP
 GX1211_SP_SET: ROCK CUT
 GX1211_STAMPING: E 181 1958
 GX1211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1211+STABILITY: POSITION/ELEVATION WELL
 GX1211
 GX1211  HISTORY     - Date     Condition        Report By
 GX1211  HISTORY     - 1958     MONUMENTED       CGS
 GX1211
 GX1211                          STATION DESCRIPTION
 GX1211
 GX1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1211'1.6 MI SW FROM MULLENS.
 GX1211'ABOUT 1.6 MILES SOUTHWEST ALONG THE VIRGINIAN RAILWAY FROM THE
 GX1211'STATION AT MULLENS, IN THE WEST EDGE OF MULLENS, IN THE RAILROAD
 GX1211'YARDS, SET VERTICALLY IN THE NORTH FACE OF A LARGE ROCK CUT, 15
 GX1211'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 12 FEET EAST
 GX1211'OF POWER LINE POLE W 1202 N, 2 1/2 FEET ABOVE THE GROUND, AND
 GX1211'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1331 ***********************************************************************
 GX1331  DESIGNATION -  E 182
 GX1331  PID         -  GX1331
 GX1331  STATE/COUNTY-  WV/MCDOWELL
 GX1331  USGS QUAD   -  KEYSTONE (1976)
 GX1331
 GX1331                         *CURRENT SURVEY CONTROL
 GX1331  ___________________________________________________________________
 GX1331* NAD 83(1986)-  37 22 34.     (N)    081 25 12.     (W)     SCALED    
 GX1331* NAVD 88     -       646.317  (meters)    2120.46   (feet)  ADJUSTED  
 GX1331  ___________________________________________________________________
 GX1331  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GX1331  DYNAMIC HT  -         645.758 (meters)    2118.62  (feet)  COMP
 GX1331  MODELED GRAV-     979,744.1   (mgal)                       NAVD 88
 GX1331
 GX1331  VERT ORDER  -  SECOND    CLASS 0
 GX1331
 GX1331.The horizontal coordinates were scaled from a topographic map and have
 GX1331.an estimated accuracy of +/- 6 seconds.
 GX1331
 GX1331.The orthometric height was determined by differential leveling
 GX1331.and adjusted by the National Geodetic Survey in June 1991..
 GX1331
 GX1331.The geoid height was determined by GEOID03.
 GX1331
 GX1331.The dynamic height is computed by dividing the NAVD 88
 GX1331.geopotential number by the normal gravity value computed on the
 GX1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1331.degrees latitude (g = 980.6199 gals.).
 GX1331
 GX1331.The modeled gravity was interpolated from observed gravity values.
 GX1331
 GX1331;                    North         East    Units  Estimated Accuracy
 GX1331;SPC WV S     -    41,830.      562,800.      MT  (+/- 180 meters Scaled)
 GX1331
 GX1331                          SUPERSEDED SURVEY CONTROL
 GX1331
 GX1331  NGVD 29 (??/??/92)  646.449  (m)         2120.89   (f) ADJ UNCH    2 0
 GX1331
 GX1331.Superseded values are not recommended for survey control.
 GX1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1331.See file dsdata.txt to determine how the superseded data were derived.
 GX1331
 GX1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB628366(NAD 83)
 GX1331_MARKER: DB = BENCH MARK DISK
 GX1331_SETTING: 66 = SET IN ROCK OUTCROP
 GX1331_SP_SET: ROCK CUT
 GX1331_STAMPING: E 182 1958
 GX1331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1331+STABILITY: POSITION/ELEVATION WELL
 GX1331
 GX1331  HISTORY     - Date     Condition        Report By
 GX1331  HISTORY     - 1958     MONUMENTED       CGS
 GX1331
 GX1331                          STATION DESCRIPTION
 GX1331
 GX1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1331'1.8 MI S FROM UPLAND.
 GX1331'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE ELKHORN
 GX1331'DISTRICT HIGH SCHOOL AT UPLAND, THENCE 0.8 MILE SOUTHWEST ALONG
 GX1331'A BLACK TOP ROAD TO GARY, ON THE NORTH SLOPE OF A LONG CROOKED
 GX1331'GRADE, ON THE OUTSIDE AND AT THE SOUTHEAST END OF A SHARP CURVE
 GX1331'WITH TANGENTS EXTENDING SOUTHEAST AND NORTHEAST, SET VERTICALLY
 GX1331'IN THE NORTHEAST FACE OF A ROCK CUT, 18 FEET SOUTHWEST OF CENTER
 GX1331'LINE OF ROAD, 10 FEET SOUTHEAST OF THE NORTHWEST END OF THE CUT,
 GX1331'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1207 ***********************************************************************
 GX1207  DESIGNATION -  E 183
 GX1207  PID         -  GX1207
 GX1207  STATE/COUNTY-  WV/RALEIGH
 GX1207  USGS QUAD   -  ARNETT (1989)
 GX1207
 GX1207                         *CURRENT SURVEY CONTROL
 GX1207  ___________________________________________________________________
 GX1207* NAD 83(1986)-  37 46 19.     (N)    081 22 54.     (W)     SCALED    
 GX1207* NAVD 88     -       579.557  (meters)    1901.43   (feet)  ADJUSTED  
 GX1207  ___________________________________________________________________
 GX1207  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX1207  DYNAMIC HT  -         579.095 (meters)    1899.91  (feet)  COMP
 GX1207  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 GX1207
 GX1207  VERT ORDER  -  SECOND    CLASS 0
 GX1207
 GX1207.The horizontal coordinates were scaled from a topographic map and have
 GX1207.an estimated accuracy of +/- 6 seconds.
 GX1207
 GX1207.The orthometric height was determined by differential leveling
 GX1207.and adjusted by the National Geodetic Survey in June 1991..
 GX1207
 GX1207.The geoid height was determined by GEOID03.
 GX1207
 GX1207.The dynamic height is computed by dividing the NAVD 88
 GX1207.geopotential number by the normal gravity value computed on the
 GX1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1207.degrees latitude (g = 980.6199 gals.).
 GX1207
 GX1207.The modeled gravity was interpolated from observed gravity values.
 GX1207
 GX1207;                    North         East    Units  Estimated Accuracy
 GX1207;SPC WV S     -    85,750.      566,380.      MT  (+/- 180 meters Scaled)
 GX1207
 GX1207                          SUPERSEDED SURVEY CONTROL
 GX1207
 GX1207  NGVD 29 (??/??/92)  579.729  (m)         1901.99   (f) ADJ UNCH    2 0
 GX1207
 GX1207.Superseded values are not recommended for survey control.
 GX1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1207.See file dsdata.txt to determine how the superseded data were derived.
 GX1207
 GX1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB663805(NAD 83)
 GX1207_MARKER: DB = BENCH MARK DISK
 GX1207_SETTING: 0 = UNSPECIFIED SETTING
 GX1207_STAMPING: E 183 1958
 GX1207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1207
 GX1207  HISTORY     - Date     Condition        Report By
 GX1207  HISTORY     - 1958     MONUMENTED       CGS
 GX1207
 GX1207                          STATION DESCRIPTION
 GX1207
 GX1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1207'2.6 MI SW FROM GLEN DANIEL.
 GX1207'ABOUT 2.55 MILES SOUTHWEST ALONG A BLACK TOP ROAD TO GLEN MORRISON
 GX1207'FROM THE POST OFFICE AT GLEN DANIEL, 0.8 MILE WEST OF A BRIDGE
 GX1207'OVER MARSH FORK, ON THE OUTSIDE AND AT THE NORTHEAST END OF A
 GX1207'CURVE WITH TANGENTS EXTENDING WEST AND NORTHEAST, 24 FEET SOUTHEAST
 GX1207'OF CENTER LINE OF ROAD, 21 FEET NORTHEAST OF THE CENTER LINE OF
 GX1207'A DRIVE LEADING NORTHWEST BETWEEN TWO WHITE HOUSES, 41 1/2 FEET
 GX1207'NORTHEAST OF A TELEPHONE POLE, 2 1/2 FEET WEST OF A T FENCE
 GX1207'CORNER, 2 FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH
 GX1207'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2048 ***********************************************************************
 GX2048  DESIGNATION -  E 184
 GX2048  PID         -  GX2048
 GX2048  STATE/COUNTY-  WV/MCDOWELL
 GX2048  USGS QUAD   -  GARY (1977)
 GX2048
 GX2048                         *CURRENT SURVEY CONTROL
 GX2048  ___________________________________________________________________
 GX2048* NAD 83(1986)-  37 17 30.     (N)    081 30 59.     (W)     SCALED    
 GX2048* NAVD 88     -       832.827  (meters)    2732.37   (feet)  ADJUSTED  
 GX2048  ___________________________________________________________________
 GX2048  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GX2048  DYNAMIC HT  -         832.117 (meters)    2730.04  (feet)  COMP
 GX2048  MODELED GRAV-     979,748.0   (mgal)                       NAVD 88
 GX2048
 GX2048  VERT ORDER  -  SECOND    CLASS 0
 GX2048
 GX2048.The horizontal coordinates were scaled from a topographic map and have
 GX2048.an estimated accuracy of +/- 6 seconds.
 GX2048
 GX2048.The orthometric height was determined by differential leveling
 GX2048.and adjusted by the National Geodetic Survey in June 1991..
 GX2048
 GX2048.The geoid height was determined by GEOID03.
 GX2048
 GX2048.The dynamic height is computed by dividing the NAVD 88
 GX2048.geopotential number by the normal gravity value computed on the
 GX2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2048.degrees latitude (g = 980.6199 gals.).
 GX2048
 GX2048.The modeled gravity was interpolated from observed gravity values.
 GX2048
 GX2048;                    North         East    Units  Estimated Accuracy
 GX2048;SPC WV S     -    32,500.      554,210.      MT  (+/- 180 meters Scaled)
 GX2048
 GX2048                          SUPERSEDED SURVEY CONTROL
 GX2048
 GX2048  NGVD 29 (??/??/92)  832.978  (m)         2732.86   (f) ADJ UNCH    2 0
 GX2048
 GX2048.Superseded values are not recommended for survey control.
 GX2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2048.See file dsdata.txt to determine how the superseded data were derived.
 GX2048
 GX2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB542273(NAD 83)
 GX2048_MARKER: DB = BENCH MARK DISK
 GX2048_SETTING: 66 = SET IN ROCK OUTCROP
 GX2048_SP_SET: CUT
 GX2048_STAMPING: E 184 1958
 GX2048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2048+STABILITY: POSITION/ELEVATION WELL
 GX2048
 GX2048  HISTORY     - Date     Condition        Report By
 GX2048  HISTORY     - 1958     MONUMENTED       CGS
 GX2048
 GX2048                          STATION DESCRIPTION
 GX2048
 GX2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2048'4.5 MI SE FROM FILBERT.
 GX2048'4.5 MILES SOUTHEAST ALONG A MOUNTAIN ROAD FROM A MINE RAILROAD
 GX2048'OVERPASS AT FILBERT, 0.35 MILE SOUTHEAST OF A SIDE ROAD LEADING
 GX2048'SOUTH, ON THE INSIDE OF AND AT THE SOUTH END OF A CURVE WITH
 GX2048'TANGENTS EXTENDING SOUTH AND WEST, SET VERTICALLY IN THE EAST FACE
 GX2048'OF A LARGE ROCK CUT, 23 FEET WEST OF THE CENTER LINE OF ROAD,
 GX2048'54 FEET SOUTH OF THE FIRST TELEPHONE POLE SOUTH OF THE ROAD
 GX2048'(TELEPHONE LINE CROSSES THE ROAD AT THE WEST END OF THE CURVE),
 GX2048'AND ABOUT 4 FEET ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2319 ***********************************************************************
 GX2319  DESIGNATION -  E 185
 GX2319  PID         -  GX2319
 GX2319  STATE/COUNTY-  WV/BOONE
 GX2319  USGS QUAD   -  WHARTON (1988)
 GX2319
 GX2319                         *CURRENT SURVEY CONTROL
 GX2319  ___________________________________________________________________
 GX2319* NAD 83(1986)-  37 58 35.     (N)    081 41 59.     (W)     SCALED    
 GX2319* NAVD 88     -       254.500  (meters)     834.97   (feet)  ADJUSTED  
 GX2319  ___________________________________________________________________
 GX2319  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GX2319  DYNAMIC HT  -         254.315 (meters)     834.37  (feet)  COMP
 GX2319  MODELED GRAV-     979,893.8   (mgal)                       NAVD 88
 GX2319
 GX2319  VERT ORDER  -  SECOND    CLASS 0
 GX2319
 GX2319.The horizontal coordinates were scaled from a topographic map and have
 GX2319.an estimated accuracy of +/- 6 seconds.
 GX2319
 GX2319.The orthometric height was determined by differential leveling
 GX2319.and adjusted by the National Geodetic Survey in June 1991..
 GX2319
 GX2319.The geoid height was determined by GEOID03.
 GX2319
 GX2319.The dynamic height is computed by dividing the NAVD 88
 GX2319.geopotential number by the normal gravity value computed on the
 GX2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2319.degrees latitude (g = 980.6199 gals.).
 GX2319
 GX2319.The modeled gravity was interpolated from observed gravity values.
 GX2319
 GX2319;                    North         East    Units  Estimated Accuracy
 GX2319;SPC WV S     -   108,600.      538,530.      MT  (+/- 180 meters Scaled)
 GX2319
 GX2319                          SUPERSEDED SURVEY CONTROL
 GX2319
 GX2319  NGVD 29 (??/??/92)  254.706  (m)          835.65   (f) ADJ UNCH    2 0
 GX2319
 GX2319.Superseded values are not recommended for survey control.
 GX2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2319.See file dsdata.txt to determine how the superseded data were derived.
 GX2319
 GX2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC385034(NAD 83)
 GX2319_MARKER: DB = BENCH MARK DISK
 GX2319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2319_SP_SET: ABUTMENT
 GX2319_STAMPING: E 185 1958
 GX2319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2319
 GX2319  HISTORY     - Date     Condition        Report By
 GX2319  HISTORY     - 1958     MONUMENTED       CGS
 GX2319
 GX2319                          STATION DESCRIPTION
 GX2319
 GX2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2319'1 MI E FROM VAN.
 GX2319'ABOUT 0.95 MILE EAST AND NORTH ALONG STATE HIGHWAY 78 FROM THE
 GX2319'JUNCTION OF STATE HIGHWAY 79 AT VAN, 193 YARDS WEST OF THE
 GX2319'CHESAPEAKE AND OHIO RAILWAY MILE POST 1, 7 FEET SOUTHEAST OF THE
 GX2319'SOUTH-RAIL OF THE RAILWAY TRACK, 122 FEET SOUTHEAST OF THE
 GX2319'CENTER LINE OF THE HIGHWAY, IN TOP OF THE SOUTHEAST END OF THE
 GX2319'SOUTHWEST CONCRETE ABUTMENT OF C AND O RAILWAY BRIDGE 09 OVER
 GX2319'WHITES BRANCH, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2243 ***********************************************************************
 HX2243  DESIGNATION -  E 186
 HX2243  PID         -  HX2243
 HX2243  STATE/COUNTY-  WV/BOONE
 HX2243  USGS QUAD   -  MADISON (1976)
 HX2243
 HX2243                         *CURRENT SURVEY CONTROL
 HX2243  ___________________________________________________________________
 HX2243* NAD 83(1986)-  38 02 31.     (N)    081 47 46.     (W)     SCALED    
 HX2243* NAVD 88     -       219.270  (meters)     719.39   (feet)  ADJUSTED  
 HX2243  ___________________________________________________________________
 HX2243  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HX2243  DYNAMIC HT  -         219.111 (meters)     718.87  (feet)  COMP
 HX2243  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 HX2243
 HX2243  VERT ORDER  -  SECOND    CLASS 0
 HX2243
 HX2243.The horizontal coordinates were scaled from a topographic map and have
 HX2243.an estimated accuracy of +/- 6 seconds.
 HX2243
 HX2243.The orthometric height was determined by differential leveling
 HX2243.and adjusted by the National Geodetic Survey in June 1991..
 HX2243
 HX2243.The geoid height was determined by GEOID03.
 HX2243
 HX2243.The dynamic height is computed by dividing the NAVD 88
 HX2243.geopotential number by the normal gravity value computed on the
 HX2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2243.degrees latitude (g = 980.6199 gals.).
 HX2243
 HX2243.The modeled gravity was interpolated from observed gravity values.
 HX2243
 HX2243;                    North         East    Units  Estimated Accuracy
 HX2243;SPC WV S     -   115,940.      530,120.      MT  (+/- 180 meters Scaled)
 HX2243
 HX2243                          SUPERSEDED SURVEY CONTROL
 HX2243
 HX2243  NGVD 29 (??/??/92)  219.476  (m)          720.06   (f) ADJ UNCH    2 0
 HX2243
 HX2243.Superseded values are not recommended for survey control.
 HX2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2243.See file dsdata.txt to determine how the superseded data were derived.
 HX2243
 HX2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC301107(NAD 83)
 HX2243_MARKER: DB = BENCH MARK DISK
 HX2243_SETTING: 66 = SET IN ROCK OUTCROP
 HX2243_SP_SET: ROCK CUT
 HX2243_STAMPING: E 186 1958
 HX2243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2243+STABILITY: POSITION/ELEVATION WELL
 HX2243
 HX2243  HISTORY     - Date     Condition        Report By
 HX2243  HISTORY     - 1958     MONUMENTED       CGS
 HX2243  HISTORY     - 1973     GOOD             LOCENG
 HX2243
 HX2243                          STATION DESCRIPTION
 HX2243
 HX2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2243'2.8 MI SE FROM MADISON.
 HX2243'ABOUT 2.75 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE
 HX2243'JUNCTION OF U.S. HIGHWAY 119 AT MADISON, SET VERTICALLY IN THE
 HX2243'RECEDING SOUTH FACE OF A 15-FOOT HIGH CLIFF OR OLD CUT, 23 1/2
 HX2243'FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 122 FEET NORTHWEST
 HX2243'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL FOR A
 HX2243'36-INCH PIPE CULVERT UNDER THE HIGHWAY, ACROSS THE HIGHWAY
 HX2243'FROM AND BETWEEN TELEPHONE CABLE AND POWER LINE POLE NO. 78
 HX2243'545-C-21, AND THE NORTHEAST END OF A SWINGING FOOT BRIDGE ACROSS
 HX2243'POND FORK, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX2243
 HX2243                          STATION RECOVERY (1973)
 HX2243
 HX2243'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2243'50 FT. WESTERLY OF LINE EXTENDED NORTHERLY OF FOOT BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2164 ***********************************************************************
 HX2164  DESIGNATION -  E 187
 HX2164  PID         -  HX2164
 HX2164  STATE/COUNTY-  WV/BOONE
 HX2164  USGS QUAD   -  RACINE (1976)
 HX2164
 HX2164                         *CURRENT SURVEY CONTROL
 HX2164  ___________________________________________________________________
 HX2164* NAD 83(1986)-  38 07 51.     (N)    081 37 40.     (W)     SCALED    
 HX2164* NAVD 88     -       211.315  (meters)     693.29   (feet)  ADJUSTED  
 HX2164  ___________________________________________________________________
 HX2164  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HX2164  DYNAMIC HT  -         211.163 (meters)     692.79  (feet)  COMP
 HX2164  MODELED GRAV-     979,905.9   (mgal)                       NAVD 88
 HX2164
 HX2164  VERT ORDER  -  SECOND    CLASS 0
 HX2164
 HX2164.The horizontal coordinates were scaled from a topographic map and have
 HX2164.an estimated accuracy of +/- 6 seconds.
 HX2164
 HX2164.The orthometric height was determined by differential leveling
 HX2164.and adjusted by the National Geodetic Survey in June 1991..
 HX2164
 HX2164.The geoid height was determined by GEOID03.
 HX2164
 HX2164.The dynamic height is computed by dividing the NAVD 88
 HX2164.geopotential number by the normal gravity value computed on the
 HX2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2164.degrees latitude (g = 980.6199 gals.).
 HX2164
 HX2164.The modeled gravity was interpolated from observed gravity values.
 HX2164
 HX2164;                    North         East    Units  Estimated Accuracy
 HX2164;SPC WV S     -   125,700.      544,960.      MT  (+/- 180 meters Scaled)
 HX2164
 HX2164                          SUPERSEDED SURVEY CONTROL
 HX2164
 HX2164  NGVD 29 (??/??/92)  211.521  (m)          693.97   (f) ADJ UNCH    2 0
 HX2164
 HX2164.Superseded values are not recommended for survey control.
 HX2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2164.See file dsdata.txt to determine how the superseded data were derived.
 HX2164
 HX2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC449205(NAD 83)
 HX2164_MARKER: DB = BENCH MARK DISK
 HX2164_SETTING: 66 = SET IN ROCK OUTCROP
 HX2164_SP_SET: ROCK
 HX2164_STAMPING: E 187 1958
 HX2164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2164+STABILITY: POSITION/ELEVATION WELL
 HX2164
 HX2164  HISTORY     - Date     Condition        Report By
 HX2164  HISTORY     - 1958     MONUMENTED       CGS
 HX2164
 HX2164                          STATION DESCRIPTION
 HX2164
 HX2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2164'2.4 MI N FROM SETH.
 HX2164'ABOUT 2.45 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2164'FROM THE STATION AT SETH, 0.4 MILE SOUTHEAST OF MILE POST 18,
 HX2164'0.35 MILE SOUTHEAST OF A BRICK BUILDING AT SHARLOW AND A FOOT
 HX2164'BRIDGE OVER COAL RIVER, SET VERTICALLY IN THE NORTH FACE OF A
 HX2164'6 1/2-FOOT HIGH LAYER OF ROCK AT THE BOTTOM OF A HILLSIDE, 5 FEET
 HX2164'ABOVE THE BOTTOM OF A DITCH, 14 FEET SOUTH OF THE SOUTH RAIL
 HX2164'AND ON THE OUTSIDE OF A CURVE, 20 FEET WEST OF THE EAST END OF
 HX2164'THE ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2333 ***********************************************************************
 GX2333  DESIGNATION -  E 188
 GX2333  PID         -  GX2333
 GX2333  STATE/COUNTY-  WV/BOONE
 GX2333  USGS QUAD   -  WHARTON (1988)
 GX2333
 GX2333                         *CURRENT SURVEY CONTROL
 GX2333  ___________________________________________________________________
 GX2333* NAD 83(1986)-  37 57 11.     (N)    081 37 39.     (W)     SCALED    
 GX2333* NAVD 88     -       423.423  (meters)    1389.18   (feet)  ADJUSTED  
 GX2333  ___________________________________________________________________
 GX2333  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GX2333  DYNAMIC HT  -         423.110 (meters)    1388.15  (feet)  COMP
 GX2333  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 GX2333
 GX2333  VERT ORDER  -  SECOND    CLASS 0
 GX2333
 GX2333.The horizontal coordinates were scaled from a topographic map and have
 GX2333.an estimated accuracy of +/- 6 seconds.
 GX2333
 GX2333.The orthometric height was determined by differential leveling
 GX2333.and adjusted by the National Geodetic Survey in June 1991..
 GX2333
 GX2333.The geoid height was determined by GEOID03.
 GX2333
 GX2333.The dynamic height is computed by dividing the NAVD 88
 GX2333.geopotential number by the normal gravity value computed on the
 GX2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2333.degrees latitude (g = 980.6199 gals.).
 GX2333
 GX2333.The modeled gravity was interpolated from observed gravity values.
 GX2333
 GX2333;                    North         East    Units  Estimated Accuracy
 GX2333;SPC WV S     -   105,960.      544,850.      MT  (+/- 180 meters Scaled)
 GX2333
 GX2333                          SUPERSEDED SURVEY CONTROL
 GX2333
 GX2333  NGVD 29 (??/??/92)  423.620  (m)         1389.83   (f) ADJ UNCH    2 0
 GX2333
 GX2333.Superseded values are not recommended for survey control.
 GX2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2333.See file dsdata.txt to determine how the superseded data were derived.
 GX2333
 GX2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC448007(NAD 83)
 GX2333_MARKER: DB = BENCH MARK DISK
 GX2333_SETTING: 80 = SET IN A BOULDER
 GX2333_SP_SET: BOULDER
 GX2333_STAMPING: E 188 1958
 GX2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2333+STABILITY: SURFACE MOTION
 GX2333
 GX2333  HISTORY     - Date     Condition        Report By
 GX2333  HISTORY     - 1958     MONUMENTED       CGS
 GX2333
 GX2333                          STATION DESCRIPTION
 GX2333
 GX2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2333'6 MI SE FROM VAN.
 GX2333'ABOUT 6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE
 GX2333'JUNCTION OF STATE HIGHWAY 79 AT VAN, 52 YARDS NORTHWEST OF
 GX2333'HIGHWAY MILE POST 6, SET VERTICALLY IN THE NORTHEAST FACE OF A
 GX2333'3 1/2-FOOT HIGH 9-BY 9-FOOT BOULDER ON SOUTHWEST SIDE OF BROWNS
 GX2333'BRANCH, 2 FEET ABOVE THE GROUND, 32 FEET SOUTHWEST OF AND
 GX2333'ACROSS THE BRANCH FROM THE CENTER LINE OF THE HIGHWAY (GRAVEL ROAD),
 GX2333'82 YARDS NORTHWEST OF A FORD ACROSS BROWNS BRANCH, 95 YARDS
 GX2333'NORTHWEST OF A LOG BRIDGE ACROSS THE BRANCH, 0.3 MILE NORTHWEST
 GX2333'OF THE JUNCTION OF A ROAD TO MINE VENTILATION BUILDING AND
 GX2333'RAILROAD, 0.15 MILE NORTHWEST OF THE Y JUNCTION OF A MINE ROAD
 GX2333'LEADING SOUTHEAST, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 GX2333'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2355 ***********************************************************************
 GX2355  DESIGNATION -  E 189
 GX2355  PID         -  GX2355
 GX2355  STATE/COUNTY-  WV/LOGAN
 GX2355  USGS QUAD   -  AMHERSTDALE (1989)
 GX2355
 GX2355                         *CURRENT SURVEY CONTROL
 GX2355  ___________________________________________________________________
 GX2355* NAD 83(1986)-  37 45 26.     (N)    081 51 22.     (W)     SCALED    
 GX2355* NAVD 88     -       237.141  (meters)     778.02   (feet)  ADJUSTED  
 GX2355  ___________________________________________________________________
 GX2355  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GX2355  DYNAMIC HT  -         236.964 (meters)     777.44  (feet)  COMP
 GX2355  MODELED GRAV-     979,877.8   (mgal)                       NAVD 88
 GX2355
 GX2355  VERT ORDER  -  SECOND    CLASS 0
 GX2355
 GX2355.The horizontal coordinates were scaled from a topographic map and have
 GX2355.an estimated accuracy of +/- 6 seconds.
 GX2355
 GX2355.The orthometric height was determined by differential leveling
 GX2355.and adjusted by the National Geodetic Survey in June 1991..
 GX2355
 GX2355.The geoid height was determined by GEOID03.
 GX2355
 GX2355.The dynamic height is computed by dividing the NAVD 88
 GX2355.geopotential number by the normal gravity value computed on the
 GX2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2355.degrees latitude (g = 980.6199 gals.).
 GX2355
 GX2355.The modeled gravity was interpolated from observed gravity values.
 GX2355
 GX2355;                    North         East    Units  Estimated Accuracy
 GX2355;SPC WV S     -    84,390.      524,560.      MT  (+/- 180 meters Scaled)
 GX2355
 GX2355                          SUPERSEDED SURVEY CONTROL
 GX2355
 GX2355  NGVD 29 (??/??/92)  237.352  (m)          778.71   (f) ADJ UNCH    2 0
 GX2355
 GX2355.Superseded values are not recommended for survey control.
 GX2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2355.See file dsdata.txt to determine how the superseded data were derived.
 GX2355
 GX2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB245792(NAD 83)
 GX2355_MARKER: DB = BENCH MARK DISK
 GX2355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2355_SP_SET: BRIDGE
 GX2355_STAMPING: E 189 1958
 GX2355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2355
 GX2355  HISTORY     - Date     Condition        Report By
 GX2355  HISTORY     - 1958     MONUMENTED       CGS
 GX2355
 GX2355                          STATION DESCRIPTION
 GX2355
 GX2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2355'1.5 MI NE FROM MAN.
 GX2355'ABOUT 1.5 MILES NORTHEAST ALONG A BLACK TOP ROAD TO AMHERSTDALE
 GX2355'FROM HIGHWAY 10 BRIDGE OVER BUFFALO CREEK AT MAN, 0.25 MILE
 GX2355'NORTHEAST OF THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY SPUR
 GX2355'TRACK, 0.1 MILE NORTHEAST OF THE POST OFFICE AT KISTLER, IN TOP
 GX2355'OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL FOR A 12-FOOT
 GX2355'CONCRETE CULVERT OR BRIDGE OVER MOUTH OF CREEK BRANCH LEADING
 GX2355'NORTHWEST, 14 FEET SOUTHEAST OF THE CENTER LINE OF ROAD, AND ABOUT
 GX2355'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0280 ***********************************************************************
 JW0280  DESIGNATION -  E 19
 JW0280  PID         -  JW0280
 JW0280  STATE/COUNTY-  WV/HAMPSHIRE
 JW0280  USGS QUAD   -  CAPON BRIDGE (1986)
 JW0280
 JW0280                         *CURRENT SURVEY CONTROL
 JW0280  ___________________________________________________________________
 JW0280* NAD 83(1986)-  39 18 06.     (N)    078 24 56.     (W)     SCALED    
 JW0280* NAVD 88     -       280.500  (meters)     920.27   (feet)  ADJUSTED  
 JW0280  ___________________________________________________________________
 JW0280  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JW0280  DYNAMIC HT  -         280.321 (meters)     919.69  (feet)  COMP
 JW0280  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 JW0280
 JW0280  VERT ORDER  -  SECOND    CLASS 0
 JW0280
 JW0280.The horizontal coordinates were scaled from a topographic map and have
 JW0280.an estimated accuracy of +/- 6 seconds.
 JW0280
 JW0280.The orthometric height was determined by differential leveling
 JW0280.and adjusted by the National Geodetic Survey in June 1991..
 JW0280
 JW0280.The geoid height was determined by GEOID03.
 JW0280
 JW0280.The dynamic height is computed by dividing the NAVD 88
 JW0280.geopotential number by the normal gravity value computed on the
 JW0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0280.degrees latitude (g = 980.6199 gals.).
 JW0280
 JW0280.The modeled gravity was interpolated from observed gravity values.
 JW0280
 JW0280;                    North         East    Units  Estimated Accuracy
 JW0280;SPC WV N     -    89,560.      693,540.      MT  (+/- 180 meters Scaled)
 JW0280
 JW0280                          SUPERSEDED SURVEY CONTROL
 JW0280
 JW0280  NGVD 29 (??/??/92)  280.657  (m)          920.79   (f) ADJ UNCH    2 0
 JW0280
 JW0280.Superseded values are not recommended for survey control.
 JW0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0280.See file dsdata.txt to determine how the superseded data were derived.
 JW0280
 JW0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD228534(NAD 83)
 JW0280_MARKER: DB = BENCH MARK DISK
 JW0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0280_SP_SET: BRIDGE
 JW0280_STAMPING: E 19 1934
 JW0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0280
 JW0280  HISTORY     - Date     Condition        Report By
 JW0280  HISTORY     - 1934     MONUMENTED       CGS
 JW0280  HISTORY     - 1963     GOOD             NGS
 JW0280
 JW0280                          STATION DESCRIPTION
 JW0280
 JW0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0280'1.3 MI E FROM CAPON BRIDGE.
 JW0280'IN HAMPSHIRE COUNTY, WEST VIRGINIA, ABOUT 1.3 MILES EAST ALONG
 JW0280'U.S. HIGHWAY 50 FROM THE POST OFFICE AT CAPON BRIDGE, HAMPSHIRE
 JW0280'COUNTY, WEST VIRGINIA, ABOUT 6.1 MILES WEST OF THE WINCHESTER AND
 JW0280'WESTERN RAILROAD STATION AT GORE, FREDERICK COUNTY, VIRGINIA, AT
 JW0280'THE CONCRETE BRIDGE OVER MILL BRANCH, IN THE TOP OF THE WEST END
 JW0280'OF THE CURBING AT THE BASE OF THE NORTH PARAPET WALL, ABOUT 5
 JW0280'YARDS NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 6 INCHES
 JW0280'HIGHER THAN THE GRADE.  A STANDARD DISK, STAMPED E 19 1934.
 JW0280
 JW0280                          STATION RECOVERY (1963)
 JW0280
 JW0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JW0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2139 ***********************************************************************
 GX2139  DESIGNATION -  E 190
 GX2139  PID         -  GX2139
 GX2139  STATE/COUNTY-  WV/BOONE
 GX2139  USGS QUAD   -  PILOT KNOB (1989)
 GX2139
 GX2139                         *CURRENT SURVEY CONTROL
 GX2139  ___________________________________________________________________
 GX2139* NAD 83(1986)-  37 46 21.     (N)    081 34 00.     (W)     SCALED    
 GX2139* NAVD 88     -       760.440  (meters)    2494.88   (feet)  ADJUSTED  
 GX2139  ___________________________________________________________________
 GX2139  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX2139  DYNAMIC HT  -         759.846 (meters)    2492.93  (feet)  COMP
 GX2139  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 GX2139
 GX2139  VERT ORDER  -  SECOND    CLASS 0
 GX2139
 GX2139.The horizontal coordinates were scaled from a topographic map and have
 GX2139.an estimated accuracy of +/- 6 seconds.
 GX2139
 GX2139.The orthometric height was determined by differential leveling
 GX2139.and adjusted by the National Geodetic Survey in June 1991..
 GX2139
 GX2139.The geoid height was determined by GEOID03.
 GX2139
 GX2139.The dynamic height is computed by dividing the NAVD 88
 GX2139.geopotential number by the normal gravity value computed on the
 GX2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2139.degrees latitude (g = 980.6199 gals.).
 GX2139
 GX2139.The modeled gravity was interpolated from observed gravity values.
 GX2139
 GX2139;                    North         East    Units  Estimated Accuracy
 GX2139;SPC WV S     -    85,890.      550,080.      MT  (+/- 180 meters Scaled)
 GX2139
 GX2139                          SUPERSEDED SURVEY CONTROL
 GX2139
 GX2139  NGVD 29 (??/??/92)  760.611  (m)         2495.44   (f) ADJ UNCH    2 0
 GX2139
 GX2139.Superseded values are not recommended for survey control.
 GX2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2139.See file dsdata.txt to determine how the superseded data were derived.
 GX2139
 GX2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB500807(NAD 83)
 GX2139_MARKER: DB = BENCH MARK DISK
 GX2139_SETTING: 66 = SET IN ROCK OUTCROP
 GX2139_SP_SET: HIGH ROCK
 GX2139_STAMPING: E 190 1958
 GX2139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2139+STABILITY: POSITION/ELEVATION WELL
 GX2139
 GX2139  HISTORY     - Date     Condition        Report By
 GX2139  HISTORY     - 1958     MONUMENTED       CGS
 GX2139
 GX2139                          STATION DESCRIPTION
 GX2139
 GX2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2139'9.5 MI SE FROM BALD KNOB.
 GX2139'ABOUT 6.2 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE BRIDGE
 GX2139'OVER JAMES BRANCH AT BALD KNOB, THENCE 3.3 MILES SOUTHEAST ALONG
 GX2139'A ROUGH ROAD FOLLOWING SKIN FORK AND LEADING ACROSS WALNUT GAP,
 GX2139'0.5 MILE NORTH OF THE SUMMIT OF WALNUT GAP, SET VERTICALLY IN THE
 GX2139'NORTHWEST FACE OF A 3-FOOT HIGH ROCK, 1 1/2 FEET ABOVE THE
 GX2139'GROUND, 12 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND ON
 GX2139'THE OUTSIDE OF THE UPPER HALF OF A SHARP CURVE, AND ABOUT 2 1/2
 GX2139'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2308 ***********************************************************************
 GX2308  DESIGNATION -  E 191
 GX2308  PID         -  GX2308
 GX2308  STATE/COUNTY-  WV/LOGAN
 GX2308  USGS QUAD   -  AMHERSTDALE (1989)
 GX2308
 GX2308                         *CURRENT SURVEY CONTROL
 GX2308  ___________________________________________________________________
 GX2308* NAD 83(1986)-  37 49 52.     (N)    081 47 42.     (W)     SCALED    
 GX2308* NAVD 88     -       385.188  (meters)    1263.74   (feet)  ADJUSTED  
 GX2308  ___________________________________________________________________
 GX2308  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GX2308  DYNAMIC HT  -         384.903 (meters)    1262.80  (feet)  COMP
 GX2308  MODELED GRAV-     979,878.0   (mgal)                       NAVD 88
 GX2308
 GX2308  VERT ORDER  -  SECOND    CLASS 0
 GX2308
 GX2308.The horizontal coordinates were scaled from a topographic map and have
 GX2308.an estimated accuracy of +/- 6 seconds.
 GX2308
 GX2308.The orthometric height was determined by differential leveling
 GX2308.and adjusted by the National Geodetic Survey in June 1991..
 GX2308
 GX2308.The geoid height was determined by GEOID03.
 GX2308
 GX2308.The dynamic height is computed by dividing the NAVD 88
 GX2308.geopotential number by the normal gravity value computed on the
 GX2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2308.degrees latitude (g = 980.6199 gals.).
 GX2308
 GX2308.The modeled gravity was interpolated from observed gravity values.
 GX2308
 GX2308;                    North         East    Units  Estimated Accuracy
 GX2308;SPC WV S     -    92,540.      530,020.      MT  (+/- 180 meters Scaled)
 GX2308
 GX2308                          SUPERSEDED SURVEY CONTROL
 GX2308
 GX2308  NGVD 29 (??/??/92)  385.387  (m)         1264.39   (f) ADJ UNCH    2 0
 GX2308
 GX2308.Superseded values are not recommended for survey control.
 GX2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2308.See file dsdata.txt to determine how the superseded data were derived.
 GX2308
 GX2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB300873(NAD 83)
 GX2308_MARKER: DB = BENCH MARK DISK
 GX2308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2308_SP_SET: FOUNDATION
 GX2308_STAMPING: E 191 1958
 GX2308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2308
 GX2308  HISTORY     - Date     Condition        Report By
 GX2308  HISTORY     - 1958     MONUMENTED       CGS
 GX2308
 GX2308                          STATION DESCRIPTION
 GX2308
 GX2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2308'5.4 MI NE FROM AMHERSTDALE.
 GX2308'ABOUT 5.45 MILES NORTHEAST ALONG A GRAVEL ROAD TO BLAIR FROM THE
 GX2308'BANK BUILDING AT AMHERSTDALE, 2.9 MILES NORTHEAST OF THE SUMMIT
 GX2308'OF GRADE IN GAP AND THE JUNCTION OF A ROAD LEADING NORTHWEST,
 GX2308'SET VERTICALLY IN THE NORTHEAST FACE OF CONCRETE FOUNDATION
 GX2308'FOR CONCRETE BLOCK BUILDING HOUSING TRANSFORMER AND MOTOR,
 GX2308'1 1/2 FEET ABOVE THE GROUND, 23 1/2 FEET SOUTHWEST OF THE
 GX2308'CENTER LINE OF THE ROAD, 200 YARDS NORTHWEST OF THE CONFLUENCE
 GX2308'OF BRUSH FORK AND SANDY FORK, 1 1/2 FEET SOUTHEAST OF THE NORTH
 GX2308'CORNER OF THE BUILDING, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 GX2308'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0717 ***********************************************************************
 GX0717  DESIGNATION -  E 192
 GX0717  PID         -  GX0717
 GX0717  STATE/COUNTY-  WV/SUMMERS
 GX0717  USGS QUAD   -  TALCOTT (1968)
 GX0717
 GX0717                         *CURRENT SURVEY CONTROL
 GX0717  ___________________________________________________________________
 GX0717* NAD 83(1986)-  37 39 19.     (N)    080 48 53.     (W)     SCALED    
 GX0717* NAVD 88     -       451.779  (meters)    1482.21   (feet)  ADJUSTED  
 GX0717  ___________________________________________________________________
 GX0717  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX0717  DYNAMIC HT  -         451.402 (meters)    1480.97  (feet)  COMP
 GX0717  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 GX0717
 GX0717  VERT ORDER  -  FIRST     CLASS II
 GX0717
 GX0717.The horizontal coordinates were scaled from a topographic map and have
 GX0717.an estimated accuracy of +/- 6 seconds.
 GX0717
 GX0717.The orthometric height was determined by differential leveling
 GX0717.and adjusted by the National Geodetic Survey in June 1991..
 GX0717
 GX0717.The geoid height was determined by GEOID03.
 GX0717
 GX0717.The dynamic height is computed by dividing the NAVD 88
 GX0717.geopotential number by the normal gravity value computed on the
 GX0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0717.degrees latitude (g = 980.6199 gals.).
 GX0717
 GX0717.The modeled gravity was interpolated from observed gravity values.
 GX0717
 GX0717;                    North         East    Units  Estimated Accuracy
 GX0717;SPC WV S     -    72,750.      616,350.      MT  (+/- 180 meters Scaled)
 GX0717
 GX0717                          SUPERSEDED SURVEY CONTROL
 GX0717
 GX0717  NGVD 29 (??/??/92)  451.940  (m)         1482.74   (f) ADJ UNCH    1 2
 GX0717
 GX0717.Superseded values are not recommended for survey control.
 GX0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0717.See file dsdata.txt to determine how the superseded data were derived.
 GX0717
 GX0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB163675(NAD 83)
 GX0717_MARKER: DB = BENCH MARK DISK
 GX0717_SETTING: 80 = SET IN A BOULDER
 GX0717_SP_SET: BOULDER
 GX0717_STAMPING: E 192 1958
 GX0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0717+STABILITY: SURFACE MOTION
 GX0717
 GX0717  HISTORY     - Date     Condition        Report By
 GX0717  HISTORY     - 1958     MONUMENTED       CGS
 GX0717  HISTORY     - 1961     GOOD             NGS
 GX0717
 GX0717                          STATION DESCRIPTION
 GX0717
 GX0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0717'4.2 MI W FROM TALCOTT.
 GX0717'ABOUT 4.15 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0717'FROM THE STATION AT TALCOTT, 42 RAILS (546 YARDS) WEST OF MILEPOST
 GX0717'351, 364 YARDS EAST OF SIGNAL 3516, 0.4 MILE WEST OF A LOW
 GX0717'RAILROAD OVERPASS OVER A SMALL ROAD LEADING NORTH UP POWLEY
 GX0717'CREEK, 0.28 MILE EAST OF THE CROSSING OF A ROAD LEADING NORTHWEST
 GX0717'TO A HOUSE, AT THE EAST SIDE OF A HOLLOW, 77 FEET NORTHEAST OF
 GX0717'THE NORTHEAST RAIL OF THE NORTHEAST TRACK, IN TOP OF A 10-BY 4-BY
 GX0717'2 1/2-FOOT HIGH EXPOSED PART OF A BOULDER ON TOP OF A CLIFF
 GX0717'FACING WEST, 3 1/2 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 GX0717'BOULDER, 1 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF BOULDER
 GX0717'(BOULDER IS SLANTING TO THE SOUTH), 77 FEET NORTH FROM A POINT
 GX0717'THAT IS 56 YARDS EAST ALONG THE NORTH RAIL FROM A WHISTLE POST,
 GX0717'AND ABOUT 10 FEET ABOVE THE LEVEL OF THE TRACK.
 GX0717
 GX0717                          STATION RECOVERY (1961)
 GX0717
 GX0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GX0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1878 ***********************************************************************
 GX1878  DESIGNATION -  E 193
 GX1878  PID         -  GX1878
 GX1878  STATE/COUNTY-  WV/MCDOWELL
 GX1878  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX1878
 GX1878                         *CURRENT SURVEY CONTROL
 GX1878  ___________________________________________________________________
 GX1878* NAD 83(1986)-  37 14 33.     (N)    081 37 19.     (W)     SCALED    
 GX1878* NAVD 88     -       587.040  (meters)    1925.98   (feet)  ADJUSTED  
 GX1878  ___________________________________________________________________
 GX1878  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GX1878  DYNAMIC HT  -         586.531 (meters)    1924.31  (feet)  COMP
 GX1878  MODELED GRAV-     979,744.6   (mgal)                       NAVD 88
 GX1878
 GX1878  VERT ORDER  -  SECOND    CLASS 0
 GX1878
 GX1878.The horizontal coordinates were scaled from a topographic map and have
 GX1878.an estimated accuracy of +/- 6 seconds.
 GX1878
 GX1878.The orthometric height was determined by differential leveling
 GX1878.and adjusted by the National Geodetic Survey in June 1991..
 GX1878
 GX1878.The geoid height was determined by GEOID03.
 GX1878
 GX1878.The dynamic height is computed by dividing the NAVD 88
 GX1878.geopotential number by the normal gravity value computed on the
 GX1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1878.degrees latitude (g = 980.6199 gals.).
 GX1878
 GX1878.The modeled gravity was interpolated from observed gravity values.
 GX1878
 GX1878;                    North         East    Units  Estimated Accuracy
 GX1878;SPC WV S     -    27,100.      544,810.      MT  (+/- 180 meters Scaled)
 GX1878
 GX1878                          SUPERSEDED SURVEY CONTROL
 GX1878
 GX1878  NGVD 29 (??/??/92)  587.179  (m)         1926.44   (f) ADJ UNCH    2 0
 GX1878
 GX1878.Superseded values are not recommended for survey control.
 GX1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1878.See file dsdata.txt to determine how the superseded data were derived.
 GX1878
 GX1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB448219(NAD 83)
 GX1878_MARKER: DB = BENCH MARK DISK
 GX1878_SETTING: 66 = SET IN ROCK OUTCROP
 GX1878_SP_SET: SET IN ROCK OUTCROP
 GX1878_STAMPING: E 193 1958
 GX1878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1878+STABILITY: POSITION/ELEVATION WELL
 GX1878
 GX1878  HISTORY     - Date     Condition        Report By
 GX1878  HISTORY     - 1958     MONUMENTED       CGS
 GX1878
 GX1878                          STATION DESCRIPTION
 GX1878
 GX1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1878'0.8 MI NW FROM SQUIRE.
 GX1878'0.8 MILE NORTHWEST ALONG A BLACK TOP ROAD LEADING TO CANEBRAKE
 GX1878'FROM THE JUNCTION OF STATE HIGHWAY 16 AT SQUIRE, ABOUT 1.3 MILES
 GX1878'SOUTHEAST OF THE POST OFFICE AT CANEBRAKE, ON THE OUTSIDE AND AT
 GX1878'THE SOUTH END OF A SHARP CURVE WITH TANGENTS EXTENDING SOUTH AND
 GX1878'WEST, NEAR THE TOP OF A GRADE, ABOUT 95 YARDS NORTH OF JUNCTION
 GX1878'OF A DIRT ROAD WEST, ABOUT 70 YARDS SOUTH OF A DIRT ROAD EAST, SET
 GX1878'VERTICALLY IN THE WEST FACE OF AN 18-FOOT LONG AND 4-FOOT HIGH
 GX1878'ROCK PROJECTION IN A CUT BANK, 26 FEET EAST OF CENTER LINE OF ROAD
 GX1878'AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2089 ***********************************************************************
 GX2089  DESIGNATION -  E 194
 GX2089  PID         -  GX2089
 GX2089  STATE/COUNTY-  WV/MCDOWELL
 GX2089  USGS QUAD   -  GARY (1977)
 GX2089
 GX2089                         *CURRENT SURVEY CONTROL
 GX2089  ___________________________________________________________________
 GX2089* NAD 83(1986)-  37 22 09.     (N)    081 31 08.     (W)     SCALED    
 GX2089* NAVD 88     -       437.228  (meters)    1434.47   (feet)  ADJUSTED  
 GX2089  ___________________________________________________________________
 GX2089  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX2089  DYNAMIC HT  -         436.860 (meters)    1433.26  (feet)  COMP
 GX2089  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 GX2089
 GX2089  VERT ORDER  -  SECOND    CLASS 0
 GX2089
 GX2089.The horizontal coordinates were scaled from a topographic map and have
 GX2089.an estimated accuracy of +/- 6 seconds.
 GX2089
 GX2089.The orthometric height was determined by differential leveling
 GX2089.and adjusted by the National Geodetic Survey in June 1991..
 GX2089
 GX2089.The geoid height was determined by GEOID03.
 GX2089
 GX2089.The dynamic height is computed by dividing the NAVD 88
 GX2089.geopotential number by the normal gravity value computed on the
 GX2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2089.degrees latitude (g = 980.6199 gals.).
 GX2089
 GX2089.The modeled gravity was interpolated from observed gravity values.
 GX2089
 GX2089;                    North         East    Units  Estimated Accuracy
 GX2089;SPC WV S     -    41,100.      554,040.      MT  (+/- 180 meters Scaled)
 GX2089
 GX2089                          SUPERSEDED SURVEY CONTROL
 GX2089
 GX2089  NGVD 29 (??/??/92)  437.378  (m)         1434.96   (f) ADJ UNCH    2 0
 GX2089
 GX2089.Superseded values are not recommended for survey control.
 GX2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2089.See file dsdata.txt to determine how the superseded data were derived.
 GX2089
 GX2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB540359(NAD 83)
 GX2089_MARKER: DB = BENCH MARK DISK
 GX2089_SETTING: 66 = SET IN ROCK OUTCROP
 GX2089_SP_SET: ROCK CUT
 GX2089_STAMPING: E 194 1958
 GX2089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2089+STABILITY: POSITION/ELEVATION WELL
 GX2089
 GX2089  HISTORY     - Date     Condition        Report By
 GX2089  HISTORY     - 1958     MONUMENTED       CGS
 GX2089
 GX2089                          STATION DESCRIPTION
 GX2089
 GX2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2089'2.2 MI E FROM GARY.
 GX2089'2.15 MILES EAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF A
 GX2089'BLACK TOP ROAD LEADING SOUTH TO ELBERT AT GARY, ON THE OUTSIDE
 GX2089'OF A LONG CURVE WITH TANGENTS EXTENDING EAST AND SOUTHWEST, SET
 GX2089'VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT, 15 FEET NORTHWEST
 GX2089'OF THE CENTER LINE OF THE HIGHWAY, 51 FEET WEST AND ACROSS THE
 GX2089'HIGHWAY FROM THE NORTHWEST END OF A STEEL FOOT BRIDGE OVER TUG
 GX2089'FORK, 186 FEET NORTHEAST OF THE SOUTHWEST END OF THE CUT, AND
 GX2089'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2079 ***********************************************************************
 GX2079  DESIGNATION -  E 195
 GX2079  PID         -  GX2079
 GX2079  STATE/COUNTY-  WV/MCDOWELL
 GX2079  USGS QUAD   -  WAR (1977)
 GX2079
 GX2079                         *CURRENT SURVEY CONTROL
 GX2079  ___________________________________________________________________
 GX2079* NAD 83(1986)-  37 22 15.     (N)    081 38 20.     (W)     SCALED    
 GX2079* NAVD 88     -       469.656  (meters)    1540.86   (feet)  ADJUSTED  
 GX2079  ___________________________________________________________________
 GX2079  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX2079  DYNAMIC HT  -         469.264 (meters)    1539.58  (feet)  COMP
 GX2079  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 GX2079
 GX2079  VERT ORDER  -  SECOND    CLASS 0
 GX2079
 GX2079.The horizontal coordinates were scaled from a topographic map and have
 GX2079.an estimated accuracy of +/- 6 seconds.
 GX2079
 GX2079.The orthometric height was determined by differential leveling
 GX2079.and adjusted by the National Geodetic Survey in June 1991..
 GX2079
 GX2079.The geoid height was determined by GEOID03.
 GX2079
 GX2079.The dynamic height is computed by dividing the NAVD 88
 GX2079.geopotential number by the normal gravity value computed on the
 GX2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2079.degrees latitude (g = 980.6199 gals.).
 GX2079
 GX2079.The modeled gravity was interpolated from observed gravity values.
 GX2079
 GX2079;                    North         East    Units  Estimated Accuracy
 GX2079;SPC WV S     -    41,350.      543,410.      MT  (+/- 180 meters Scaled)
 GX2079
 GX2079                          SUPERSEDED SURVEY CONTROL
 GX2079
 GX2079  NGVD 29 (??/??/92)  469.818  (m)         1541.39   (f) ADJ UNCH    2 0
 GX2079
 GX2079.Superseded values are not recommended for survey control.
 GX2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2079.See file dsdata.txt to determine how the superseded data were derived.
 GX2079
 GX2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB434362(NAD 83)
 GX2079_MARKER: DB = BENCH MARK DISK
 GX2079_SETTING: 66 = SET IN ROCK OUTCROP
 GX2079_SP_SET: CUT
 GX2079_STAMPING: E 195 1958
 GX2079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2079+STABILITY: POSITION/ELEVATION WELL
 GX2079
 GX2079  HISTORY     - Date     Condition        Report By
 GX2079  HISTORY     - 1958     MONUMENTED       CGS
 GX2079  HISTORY     - 1968     MARK NOT FOUND   USGS
 GX2079  HISTORY     - 20021120 MARK NOT FOUND   INDIV
 GX2079
 GX2079                          STATION DESCRIPTION
 GX2079
 GX2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2079'5.4 MI NE FROM SUSANNA.
 GX2079'5.4 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 GX2079'STATE HIGHWAY 83 AT SUSANNA, 0.55 MILE SOUTH OF A T ROAD JUNCTION,
 GX2079'AT SIX, ABOUT 116 YARDS NORTHWEST AND ACROSS THE HIGHWAY FROM THE
 GX2079'POST OFFICE, SET VERTICALLY IN THE NORTHEAST FACE OF A LARGE ROCK
 GX2079'CUT, 89 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2
 GX2079'FEET ABOVE THE GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GX2079'HIGHWAY.  NOTE-- THIS MARK MAY BE REACHED BY GOING ABOUT 2.15
 GX2079'MILES SOUTH ALONG STATE HIGHWAY 16 AND U.S. HIGHWAY 52 FROM THE
 GX2079'CROSSING OF THE NORFOLK AND WESTERN RAILWAY AT WELCH, THENCE
 GX2079'ABOUT 5.45 MILES SOUTHWEST ALONG STATE HIGHWAY 16.
 GX2079
 GX2079                          STATION RECOVERY (1968)
 GX2079
 GX2079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GX2079'MARK NOT FOUND.
 GX2079
 GX2079                          STATION RECOVERY (2002)
 GX2079
 GX2079'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 GX2079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2081 ***********************************************************************
 HX2081  DESIGNATION -  E 196
 HX2081  PID         -  HX2081
 HX2081  STATE/COUNTY-  WV/BOONE
 HX2081  USGS QUAD   -  MADISON (1976)
 HX2081
 HX2081                         *CURRENT SURVEY CONTROL
 HX2081  ___________________________________________________________________
 HX2081* NAD 83(1986)-  38 00 28.     (N)    081 49 06.     (W)     SCALED    
 HX2081* NAVD 88     -       228.150  (meters)     748.52   (feet)  ADJUSTED  
 HX2081  ___________________________________________________________________
 HX2081  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HX2081  DYNAMIC HT  -         227.984 (meters)     747.98  (feet)  COMP
 HX2081  MODELED GRAV-     979,896.6   (mgal)                       NAVD 88
 HX2081
 HX2081  VERT ORDER  -  SECOND    CLASS 0
 HX2081
 HX2081.The horizontal coordinates were scaled from a topographic map and have
 HX2081.an estimated accuracy of +/- 6 seconds.
 HX2081
 HX2081.The orthometric height was determined by differential leveling
 HX2081.and adjusted by the National Geodetic Survey in June 1991..
 HX2081
 HX2081.The geoid height was determined by GEOID03.
 HX2081
 HX2081.The dynamic height is computed by dividing the NAVD 88
 HX2081.geopotential number by the normal gravity value computed on the
 HX2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2081.degrees latitude (g = 980.6199 gals.).
 HX2081
 HX2081.The modeled gravity was interpolated from observed gravity values.
 HX2081
 HX2081;                    North         East    Units  Estimated Accuracy
 HX2081;SPC WV S     -   112,170.      528,140.      MT  (+/- 180 meters Scaled)
 HX2081
 HX2081                          SUPERSEDED SURVEY CONTROL
 HX2081
 HX2081  NGVD 29 (??/??/92)  228.358  (m)          749.20   (f) ADJ UNCH    2 0
 HX2081
 HX2081.Superseded values are not recommended for survey control.
 HX2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2081.See file dsdata.txt to determine how the superseded data were derived.
 HX2081
 HX2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC281069(NAD 83)
 HX2081_MARKER: DB = BENCH MARK DISK
 HX2081_SETTING: 66 = SET IN ROCK OUTCROP
 HX2081_SP_SET: ROCK CUT
 HX2081_STAMPING: E 196 1958
 HX2081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2081+STABILITY: POSITION/ELEVATION WELL
 HX2081
 HX2081  HISTORY     - Date     Condition        Report By
 HX2081  HISTORY     - 1958     MONUMENTED       CGS
 HX2081  HISTORY     - 1973     GOOD             LOCENG
 HX2081
 HX2081                          STATION DESCRIPTION
 HX2081
 HX2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2081'1.2 MI N FROM GREENVIEW.
 HX2081'ABOUT 1.2 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX2081'THE METHODIST CHURCH AT GREENVIEW, 0.2 MILE SOUTH OF THE
 HX2081'CROSSING OF A GRADED ROAD, ABOUT 14 RAILS NORTH OF MILEPOST 43,
 HX2081'ON THE OUTSIDE AND AT THE NORTH END OF A CURVE WITH TANGENTS
 HX2081'EXTENDING NORTH AND SOUTHEAST, 25 FEET WEST AND ACROSS A SIDE
 HX2081'TRACK FROM THE WEST RAIL OF THE MAIN TRACK, SET VERTICALLY IN
 HX2081'THE EAST FACE OF A ROCK CUT, 13 FEET WEST OF THE WEST RAIL OF
 HX2081'THE SIDE TRACK, 12 FEET NORTH OF THE SOUTH END OF THE ROCK, AND
 HX2081'ABOUT LEVEL WITH THE TRACK.
 HX2081
 HX2081                          STATION RECOVERY (1973)
 HX2081
 HX2081'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2081'950 FT. SOUTH ALONG THE TRACK FROM ROAD XING, 40 FT. S.W. OF
 HX2081'TELEGRAPH POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1274 ***********************************************************************
 GX1274  DESIGNATION -  E 197
 GX1274  PID         -  GX1274
 GX1274  STATE/COUNTY-  WV/MCDOWELL
 GX1274  USGS QUAD   -  KEYSTONE (1976)
 GX1274
 GX1274                         *CURRENT SURVEY CONTROL
 GX1274  ___________________________________________________________________
 GX1274* NAD 83(1986)-  37 25 08.     (N)    081 29 52.     (W)     SCALED    
 GX1274* NAVD 88     -       459.041  (meters)    1506.04   (feet)  ADJUSTED  
 GX1274  ___________________________________________________________________
 GX1274  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1274  DYNAMIC HT  -         458.657 (meters)    1504.78  (feet)  COMP
 GX1274  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GX1274
 GX1274  VERT ORDER  -  SECOND    CLASS 0
 GX1274
 GX1274.The horizontal coordinates were scaled from a topographic map and have
 GX1274.an estimated accuracy of +/- 6 seconds.
 GX1274
 GX1274.The orthometric height was determined by differential leveling
 GX1274.and adjusted by the National Geodetic Survey in June 1991..
 GX1274
 GX1274.The geoid height was determined by GEOID03.
 GX1274
 GX1274.The dynamic height is computed by dividing the NAVD 88
 GX1274.geopotential number by the normal gravity value computed on the
 GX1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1274.degrees latitude (g = 980.6199 gals.).
 GX1274
 GX1274.The modeled gravity was interpolated from observed gravity values.
 GX1274
 GX1274;                    North         East    Units  Estimated Accuracy
 GX1274;SPC WV S     -    46,610.      555,940.      MT  (+/- 180 meters Scaled)
 GX1274
 GX1274                          SUPERSEDED SURVEY CONTROL
 GX1274
 GX1274  NGVD 29 (??/??/92)  459.202  (m)         1506.57   (f) ADJ UNCH    2 0
 GX1274
 GX1274.Superseded values are not recommended for survey control.
 GX1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1274.See file dsdata.txt to determine how the superseded data were derived.
 GX1274
 GX1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB559414(NAD 83)
 GX1274_MARKER: DB = BENCH MARK DISK
 GX1274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1274_SP_SET: BRIDGE
 GX1274_STAMPING: E 197 1958
 GX1274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1274
 GX1274  HISTORY     - Date     Condition        Report By
 GX1274  HISTORY     - 1958     MONUMENTED       CGS
 GX1274
 GX1274                          STATION DESCRIPTION
 GX1274
 GX1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1274'0.6 MI SE FROM KIMBALL.
 GX1274'ABOUT 0.6 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1274'FROM THE STATION AT KIMBALL, ABOUT 8 1/2 RAILS SOUTHEAST OF THE
 GX1274'SOUTHEAST END OF A LARGE COAL TIPPLE ALONG THE SOUTHWEST SIDE OF
 GX1274'THE TRACKS, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 GX1274'SOUTHWEST TRACK THAT PASSES UNDER THE TIPPLE, IN TOP OF THE
 GX1274'WINGWALL AT THE SOUTH CORNER OF A 18-FOOT BRIDGE OVER A SMALL
 GX1274'STREAM, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0752 ***********************************************************************
 GX0752  DESIGNATION -  E 199
 GX0752  PID         -  GX0752
 GX0752  STATE/COUNTY-  WV/FAYETTE
 GX0752  USGS QUAD   -  MEADOW CREEK (1988)
 GX0752
 GX0752                         *CURRENT SURVEY CONTROL
 GX0752  ___________________________________________________________________
 GX0752* NAD 83(1986)-  37 49 28.     (N)    080 57 05.     (W)     SCALED    
 GX0752* NAVD 88     -       383.622  (meters)    1258.60   (feet)  ADJUSTED  
 GX0752  ___________________________________________________________________
 GX0752  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX0752  DYNAMIC HT  -         383.306 (meters)    1257.56  (feet)  COMP
 GX0752  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 GX0752
 GX0752  VERT ORDER  -  FIRST     CLASS II
 GX0752
 GX0752.The horizontal coordinates were scaled from a topographic map and have
 GX0752.an estimated accuracy of +/- 6 seconds.
 GX0752
 GX0752.The orthometric height was determined by differential leveling
 GX0752.and adjusted by the National Geodetic Survey in June 1991..
 GX0752
 GX0752.The geoid height was determined by GEOID03.
 GX0752
 GX0752.The dynamic height is computed by dividing the NAVD 88
 GX0752.geopotential number by the normal gravity value computed on the
 GX0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0752.degrees latitude (g = 980.6199 gals.).
 GX0752
 GX0752.The modeled gravity was interpolated from observed gravity values.
 GX0752
 GX0752;                    North         East    Units  Estimated Accuracy
 GX0752;SPC WV S     -    91,510.      604,280.      MT  (+/- 180 meters Scaled)
 GX0752
 GX0752                          SUPERSEDED SURVEY CONTROL
 GX0752
 GX0752  NGVD 29 (??/??/92)  383.785  (m)         1259.13   (f) ADJ UNCH    1 2
 GX0752
 GX0752.Superseded values are not recommended for survey control.
 GX0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0752.See file dsdata.txt to determine how the superseded data were derived.
 GX0752
 GX0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB042863(NAD 83)
 GX0752_MARKER: DB = BENCH MARK DISK
 GX0752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0752_SP_SET: CULVERT
 GX0752_STAMPING: E 199 1958
 GX0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0752
 GX0752  HISTORY     - Date     Condition        Report By
 GX0752  HISTORY     - 1958     MONUMENTED       CGS
 GX0752
 GX0752                          STATION DESCRIPTION
 GX0752
 GX0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0752'1.8 MI NW FROM MEADOW CREEK.
 GX0752'ABOUT 1.8 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0752'FROM THE STATION AT MEADOW CREEK, 0.3 MILE NORTHWEST OF MILEPOST
 GX0752'371, 0.5 MILE NORTHWEST OF THE FAYETTE - SUMMERS COUNTY LINE,
 GX0752'7.8 FEET NORTHEAST OF THE NORTHEAST RAIL, IN TOP OF THE NORTHWEST
 GX0752'END OF THE NORTHEAST CONCRETE HEAD WALL OF A 10-FOOT ARCHED
 GX0752'CONCRETE CULVERT, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 GX0752'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0223 ***********************************************************************
 JX0223  DESIGNATION -  E 2
 JX0223  PID         -  JX0223
 JX0223  STATE/COUNTY-  WV/BARBOUR
 JX0223  USGS QUAD   -  AUDRA (1977)
 JX0223
 JX0223                         *CURRENT SURVEY CONTROL
 JX0223  ___________________________________________________________________
 JX0223* NAD 83(1986)-  39 06 29.     (N)    080 03 59.     (W)     SCALED    
 JX0223* NAVD 88     -       403.913  (meters)    1325.17   (feet)  ADJUSTED  
 JX0223  ___________________________________________________________________
 JX0223  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JX0223  DYNAMIC HT  -         403.639 (meters)    1324.27  (feet)  COMP
 JX0223  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 JX0223
 JX0223  VERT ORDER  -  FIRST     CLASS II
 JX0223
 JX0223.The horizontal coordinates were scaled from a topographic map and have
 JX0223.an estimated accuracy of +/- 6 seconds.
 JX0223
 JX0223.The orthometric height was determined by differential leveling
 JX0223.and adjusted by the National Geodetic Survey in June 1991..
 JX0223
 JX0223.The geoid height was determined by GEOID03.
 JX0223
 JX0223.The dynamic height is computed by dividing the NAVD 88
 JX0223.geopotential number by the normal gravity value computed on the
 JX0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0223.degrees latitude (g = 980.6199 gals.).
 JX0223
 JX0223.The modeled gravity was interpolated from observed gravity values.
 JX0223
 JX0223;                    North         East    Units  Estimated Accuracy
 JX0223;SPC WV N     -    67,660.      551,010.      MT  (+/- 180 meters Scaled)
 JX0223
 JX0223                          SUPERSEDED SURVEY CONTROL
 JX0223
 JX0223  NGVD 29 (??/??/92)  404.089  (m)         1325.75   (f) ADJ UNCH    1 2
 JX0223
 JX0223.Superseded values are not recommended for survey control.
 JX0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0223.See file dsdata.txt to determine how the superseded data were derived.
 JX0223
 JX0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND807291(NAD 83)
 JX0223_MARKER: DB = BENCH MARK DISK
 JX0223_SETTING: 66 = SET IN ROCK OUTCROP
 JX0223_SP_SET: OUTCROP
 JX0223_STAMPING: E 2 1933
 JX0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0223+STABILITY: POSITION/ELEVATION WELL
 JX0223
 JX0223  HISTORY     - Date     Condition        Report By
 JX0223  HISTORY     - 1933     MONUMENTED       CGS
 JX0223  HISTORY     - 1957     MARK NOT FOUND   NGS
 JX0223
 JX0223                          STATION DESCRIPTION
 JX0223
 JX0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0223'4.8 MI SW FROM PHILIPPI.
 JX0223'4.8 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0223'STATION AT PHILIPPI, BARBOUR COUNTY, 0.6 MILE NORTH OF TYGART
 JX0223'JUNCTION, 80 YARDS NORTH OF MILEPOST G 29, 10 YARDS WEST OF THE
 JX0223'CENTERLINE OF A SIDETRACK, IN THE TOP OF A LARGE ROCK OUTCROP,
 JX0223'AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 JX0223'STAMPED E 2 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0114 ***********************************************************************
 HX0114  DESIGNATION -  E 20
 HX0114  PID         -  HX0114
 HX0114  STATE/COUNTY-  WV/UPSHUR
 HX0114  USGS QUAD   -  ADRIAN (1979)
 HX0114
 HX0114                         *CURRENT SURVEY CONTROL
 HX0114  ___________________________________________________________________
 HX0114* NAD 83(1986)-  38 54 15.     (N)    080 15 59.     (W)     SCALED    
 HX0114* NAVD 88     -       436.531  (meters)    1432.19   (feet)  POSTED    
 HX0114  ___________________________________________________________________
 HX0114  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HX0114  DYNAMIC HT  -         436.230 (meters)    1431.20  (feet)  COMP
 HX0114  MODELED GRAV-     979,930.6   (mgal)                       NAVD 88
 HX0114
 HX0114  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HX0114
 HX0114.The horizontal coordinates were scaled from a topographic map and have
 HX0114.an estimated accuracy of +/- 6 seconds.
 HX0114
 HX0114.The orthometric height was determined by differential leveling
 HX0114.and adjusted by the National Geodetic Survey in 1992..
 HX0114.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HX0114.rate of 3.1 thru 4.0 mm/km.
 HX0114
 HX0114.The geoid height was determined by GEOID03.
 HX0114
 HX0114.The dynamic height is computed by dividing the NAVD 88
 HX0114.geopotential number by the normal gravity value computed on the
 HX0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0114.degrees latitude (g = 980.6199 gals.).
 HX0114
 HX0114.The modeled gravity was interpolated from observed gravity values.
 HX0114
 HX0114;                    North         East    Units  Estimated Accuracy
 HX0114;SPC WV S     -   211,600.      663,640.      MT  (+/- 180 meters Scaled)
 HX0114
 HX0114                          SUPERSEDED SURVEY CONTROL
 HX0114
 HX0114  NGVD 29 (??/??/92)  436.728  (m)         1432.83   (f) ADJ UNCH    2 0
 HX0114
 HX0114.Superseded values are not recommended for survey control.
 HX0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0114.See file dsdata.txt to determine how the superseded data were derived.
 HX0114
 HX0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND636063(NAD 83)
 HX0114_MARKER: DB = BENCH MARK DISK
 HX0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0114_SP_SET: RETAINING WALL
 HX0114_STAMPING: E 20 1935
 HX0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0114
 HX0114  HISTORY     - Date     Condition        Report By
 HX0114  HISTORY     - 1935     MONUMENTED       CGS
 HX0114  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0114
 HX0114                          STATION DESCRIPTION
 HX0114
 HX0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0114'0.4 MI E FROM ADRIAN.
 HX0114'0.4 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX0114'STATION AT ADRIAN, UPSHUR COUNTY, ABOUT 159 FEET EAST OF POLE
 HX0114'142+05, ABOUT 123 FEET EAST OF A SWITCH STAND, NEAR AN OLD
 HX0114'ABANDONED LOADING TIPPLE, IN THE TOP OF THE EAST END OF A
 HX0114'CONCRETE RETAINING WALL, 12 FEET NORTH OF THE CENTERLINE OF THE
 HX0114'TRACK, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 HX0114'STAMPED E 20 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0405 ***********************************************************************
 GX0405  DESIGNATION -  E 200
 GX0405  PID         -  GX0405
 GX0405  STATE/COUNTY-  WV/MONROE
 GX0405  USGS QUAD   -  PETERSTOWN (1984)
 GX0405
 GX0405                         *CURRENT SURVEY CONTROL
 GX0405  ___________________________________________________________________
 GX0405* NAD 83(1986)-  37 23 48.     (N)    080 47 50.     (W)     SCALED    
 GX0405* NAVD 88     -       494.904  (meters)    1623.70   (feet)  POSTED    
 GX0405  ___________________________________________________________________
 GX0405  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0405  DYNAMIC HT  -         494.480 (meters)    1622.31  (feet)  COMP
 GX0405  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GX0405
 GX0405  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GX0405
 GX0405.The horizontal coordinates were scaled from a topographic map and have
 GX0405.an estimated accuracy of +/- 6 seconds.
 GX0405
 GX0405.The orthometric height was determined by differential leveling
 GX0405.and adjusted by the National Geodetic Survey in 1992..
 GX0405.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GX0405.rate of 2.1 thru 3.0 mm/km.
 GX0405
 GX0405.The geoid height was determined by GEOID03.
 GX0405
 GX0405.The dynamic height is computed by dividing the NAVD 88
 GX0405.geopotential number by the normal gravity value computed on the
 GX0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0405.degrees latitude (g = 980.6199 gals.).
 GX0405
 GX0405.The modeled gravity was interpolated from observed gravity values.
 GX0405
 GX0405;                    North         East    Units  Estimated Accuracy
 GX0405;SPC WV S     -    44,050.      617,960.      MT  (+/- 180 meters Scaled)
 GX0405
 GX0405                          SUPERSEDED SURVEY CONTROL
 GX0405
 GX0405  NGVD 29 (??/??/92)  495.043  (m)         1624.15   (f) ADJ UNCH    1 2
 GX0405
 GX0405.Superseded values are not recommended for survey control.
 GX0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0405.See file dsdata.txt to determine how the superseded data were derived.
 GX0405
 GX0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB179388(NAD 83)
 GX0405_MARKER: DB = BENCH MARK DISK
 GX0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0405_SP_SET: ABUTMENT
 GX0405_STAMPING: E 200 1958
 GX0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0405
 GX0405  HISTORY     - Date     Condition        Report By
 GX0405  HISTORY     - 1958     MONUMENTED       CGS
 GX0405  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0405
 GX0405                          STATION DESCRIPTION
 GX0405
 GX0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0405'AT PETERSTOWN.
 GX0405'AT PETERSTOWN, 0.1 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY
 GX0405'219 AND STATE HIGHWAY 12, 13 1/2 FEET SOUTH OF THE CENTER LINE
 GX0405'OF U.S. HIGHWAY 219, IN TOP OF THE SOUTHWEST END OF THE WEST
 GX0405'ABUTMENT OF 60-FOOT HIGHWAY BRIDGE ACROSS RICH CREEK, 1/2 FOOT
 GX0405'SOUTH OF THE CONCRETE BANISTER, AND ABOUT LEVEL WITH THE HIGHWAY.
 GX0405
 GX0405                          STATION RECOVERY (1984)
 GX0405
 GX0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0405'NOT RECOVERED, MARK BELIEVED COVERED BY WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0659 ***********************************************************************
 GX0659  DESIGNATION -  E 201
 GX0659  PID         -  GX0659
 GX0659  STATE/COUNTY-  WV/SUMMERS
 GX0659  USGS QUAD   -  FOREST HILL (1976)
 GX0659
 GX0659                         *CURRENT SURVEY CONTROL
 GX0659  ___________________________________________________________________
 GX0659* NAD 83(1986)-  37 34 49.     (N)    080 47 24.     (W)     SCALED    
 GX0659* NAVD 88     -       542.723  (meters)    1780.58   (feet)  ADJUSTED  
 GX0659  ___________________________________________________________________
 GX0659  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0659  DYNAMIC HT  -         542.266 (meters)    1779.08  (feet)  COMP
 GX0659  MODELED GRAV-     979,771.7   (mgal)                       NAVD 88
 GX0659
 GX0659  VERT ORDER  -  FIRST     CLASS II
 GX0659
 GX0659.The horizontal coordinates were scaled from a topographic map and have
 GX0659.an estimated accuracy of +/- 6 seconds.
 GX0659
 GX0659.The orthometric height was determined by differential leveling
 GX0659.and adjusted by the National Geodetic Survey in June 1991..
 GX0659
 GX0659.The geoid height was determined by GEOID03.
 GX0659
 GX0659.The dynamic height is computed by dividing the NAVD 88
 GX0659.geopotential number by the normal gravity value computed on the
 GX0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0659.degrees latitude (g = 980.6199 gals.).
 GX0659
 GX0659.The modeled gravity was interpolated from observed gravity values.
 GX0659
 GX0659;                    North         East    Units  Estimated Accuracy
 GX0659;SPC WV S     -    64,430.      618,550.      MT  (+/- 180 meters Scaled)
 GX0659
 GX0659                          SUPERSEDED SURVEY CONTROL
 GX0659
 GX0659  NGVD 29 (??/??/92)  542.885  (m)         1781.12   (f) ADJ UNCH    1 2
 GX0659
 GX0659.Superseded values are not recommended for survey control.
 GX0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0659.See file dsdata.txt to determine how the superseded data were derived.
 GX0659
 GX0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB185592(NAD 83)
 GX0659_MARKER: DB = BENCH MARK DISK
 GX0659_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX0659_STAMPING: E 201 1958
 GX0659_MARK LOGO: CGS   
 GX0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0659+STABILITY: SURFACE MOTION
 GX0659
 GX0659  HISTORY     - Date     Condition        Report By
 GX0659  HISTORY     - 1958     MONUMENTED       CGS
 GX0659  HISTORY     - 1984     GOOD             NGS
 GX0659
 GX0659                          STATION DESCRIPTION
 GX0659
 GX0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0659'0.8 MI N FROM FOREST HILL.
 GX0659'ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY 12 FROM THE FOREST
 GX0659'HILL METHODIST CHURCH AT FOREST HILL, 60 FEET NORTHWEST OF
 GX0659'THE CENTER OF Y JUNCTION OF BLACK TOP ROAD 20 LEADING SOUTHEAST
 GX0659'AND UPHILL TO MARIE, 17 FEET WEST OF CENTER LINE OF HIGHWAY,
 GX0659'IN TOP OF THE SOUTH END OF THE WEST HEAD WALL OF 8-FOOT CONCRETE
 GX0659'CULVERT UNDER THE HIGHWAY FOR SPRUCE RUN, AND ABOUT 1 FOOT
 GX0659'BELOW THE LEVEL OF THE HIGHWAY.
 GX0659
 GX0659                          STATION RECOVERY (1984)
 GX0659
 GX0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0683 ***********************************************************************
 GX0683  DESIGNATION -  E 202
 GX0683  PID         -  GX0683
 GX0683  STATE/COUNTY-  WV/GREENBRIER
 GX0683  USGS QUAD   -  FORT SPRING (1971)
 GX0683
 GX0683                         *CURRENT SURVEY CONTROL
 GX0683  ___________________________________________________________________
 GX0683* NAD 83(1986)-  37 43 17.     (N)    080 36 16.     (W)     SCALED    
 GX0683* NAVD 88     -       483.631  (meters)    1586.71   (feet)  ADJUSTED  
 GX0683  ___________________________________________________________________
 GX0683  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX0683  DYNAMIC HT  -         483.236 (meters)    1585.42  (feet)  COMP
 GX0683  MODELED GRAV-     979,798.8   (mgal)                       NAVD 88
 GX0683
 GX0683  VERT ORDER  -  FIRST     CLASS II
 GX0683
 GX0683.The horizontal coordinates were scaled from a topographic map and have
 GX0683.an estimated accuracy of +/- 6 seconds.
 GX0683
 GX0683.The orthometric height was determined by differential leveling
 GX0683.and adjusted by the National Geodetic Survey in June 1991..
 GX0683
 GX0683.The geoid height was determined by GEOID03.
 GX0683
 GX0683.The dynamic height is computed by dividing the NAVD 88
 GX0683.geopotential number by the normal gravity value computed on the
 GX0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0683.degrees latitude (g = 980.6199 gals.).
 GX0683
 GX0683.The modeled gravity was interpolated from observed gravity values.
 GX0683
 GX0683;                    North         East    Units  Estimated Accuracy
 GX0683;SPC WV S     -    80,140.      634,870.      MT  (+/- 180 meters Scaled)
 GX0683
 GX0683                          SUPERSEDED SURVEY CONTROL
 GX0683
 GX0683  NGVD 29 (??/??/92)  483.798  (m)         1587.26   (f) ADJ UNCH    1 2
 GX0683
 GX0683.Superseded values are not recommended for survey control.
 GX0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0683.See file dsdata.txt to determine how the superseded data were derived.
 GX0683
 GX0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB348749(NAD 83)
 GX0683_MARKER: DB = BENCH MARK DISK
 GX0683_SETTING: 66 = SET IN ROCK OUTCROP
 GX0683_SP_SET: ROCK CUT
 GX0683_STAMPING: E 202 1958
 GX0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0683+STABILITY: POSITION/ELEVATION WELL
 GX0683
 GX0683  HISTORY     - Date     Condition        Report By
 GX0683  HISTORY     - 1958     MONUMENTED       CGS
 GX0683  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0683
 GX0683                          STATION DESCRIPTION
 GX0683
 GX0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0683'2.5 MI E FROM ALDERSON.
 GX0683'ABOUT 2.5 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0683'THE STATION AT ALDERSON, 0.3 MILE SOUTHWEST OF MILEPOST 333,
 GX0683'41 1/2 FEET SOUTH OF THE SOUTH RAIL AND AT OUTSIDE OF A CURVE,
 GX0683'SET VERTICALLY IN THE NORTH FACE OF A 25-FOOT HIGH ROCK CUT, 4
 GX0683'FEET ABOVE THE GROUND, 70 YARDS EAST OF THE WEST END OF CUT AND
 GX0683'THE WEST END OF A ROCK FALL WARNING FENCE ALONG THE RAILWAY,
 GX0683'58 1/2 FEET EAST OF THE TRIGGER SECTION OF WARNING FENCE, AND
 GX0683'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 GX0683
 GX0683                          STATION RECOVERY (1983)
 GX0683
 GX0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0683'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0683'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1880 ***********************************************************************
 HX1880  DESIGNATION -  E 203
 HX1880  PID         -  HX1880
 HX1880  STATE/COUNTY-  WV/FAYETTE
 HX1880  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1880
 HX1880                         *CURRENT SURVEY CONTROL
 HX1880  ___________________________________________________________________
 HX1880* NAD 83(1986)-  38 07 54.     (N)    081 13 15.     (W)     SCALED    
 HX1880* NAVD 88     -       202.490  (meters)     664.34   (feet)  ADJUSTED  
 HX1880  ___________________________________________________________________
 HX1880  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HX1880  DYNAMIC HT  -         202.344 (meters)     663.86  (feet)  COMP
 HX1880  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 HX1880
 HX1880  VERT ORDER  -  FIRST     CLASS II
 HX1880
 HX1880.The horizontal coordinates were scaled from a topographic map and have
 HX1880.an estimated accuracy of +/- 6 seconds.
 HX1880
 HX1880.The orthometric height was determined by differential leveling
 HX1880.and adjusted by the National Geodetic Survey in June 1991..
 HX1880
 HX1880.The geoid height was determined by GEOID03.
 HX1880
 HX1880.The dynamic height is computed by dividing the NAVD 88
 HX1880.geopotential number by the normal gravity value computed on the
 HX1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1880.degrees latitude (g = 980.6199 gals.).
 HX1880
 HX1880.The modeled gravity was interpolated from observed gravity values.
 HX1880
 HX1880;                    North         East    Units  Estimated Accuracy
 HX1880;SPC WV S     -   125,630.      580,640.      MT  (+/- 180 meters Scaled)
 HX1880
 HX1880                          SUPERSEDED SURVEY CONTROL
 HX1880
 HX1880  NGVD 29 (??/??/92)  202.677  (m)          664.95   (f) ADJ UNCH    1 2
 HX1880
 HX1880.Superseded values are not recommended for survey control.
 HX1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1880.See file dsdata.txt to determine how the superseded data were derived.
 HX1880
 HX1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC806204(NAD 83)
 HX1880_MARKER: DB = BENCH MARK DISK
 HX1880_SETTING: 66 = SET IN ROCK OUTCROP
 HX1880_SP_SET: ROCK CUT
 HX1880_STAMPING: E 203 1959
 HX1880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1880+STABILITY: POSITION/ELEVATION WELL
 HX1880
 HX1880  HISTORY     - Date     Condition        Report By
 HX1880  HISTORY     - 1959     MONUMENTED       CGS
 HX1880
 HX1880                          STATION DESCRIPTION
 HX1880
 HX1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1880'3.6 MI SE FROM ALLOY.
 HX1880'ABOUT 3.6 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1880'FROM THE STATION AT ALLOY, ALSO ABOUT 3.0 MILES SOUTHWEST ALONG
 HX1880'THE N. Y. C. RR. FROM THE NORTHWEST END OF THE BRIDGE OVER
 HX1880'GAULEY RIVER AT GAULEY BRIDGE, 0.2 MILE NORTH OF MILEPOST 160,
 HX1880'0.6 MILE SOUTH OF THE WEST END OF A CURVE WITH TANGENTS EXTENDING
 HX1880'SOUTH AND NORTHEAST, 62 FEET WEST OF AND ACROSS U.S. HIGHWAYS 21
 HX1880'AND 60 FROM THE WEST RAIL, SET VERTICALLY IN THE EAST FACE OF A
 HX1880'HUGH ROCK CUT ALONG THE WEST SIDE OF THE HIGHWAY, 26 FEET WEST
 HX1880'OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTHWEST OF THE WEST
 HX1880'END OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, AND ABOUT 3
 HX1880'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1861 ***********************************************************************
 HX1861  DESIGNATION -  E 204
 HX1861  PID         -  HX1861
 HX1861  STATE/COUNTY-  WV/FAYETTE
 HX1861  USGS QUAD   -  FAYETTEVILLE (1976)
 HX1861
 HX1861                         *CURRENT SURVEY CONTROL
 HX1861  ___________________________________________________________________
 HX1861* NAD 83(1986)-  38 04 34.     (N)    081 05 03.     (W)     SCALED    
 HX1861* NAVD 88     -       266.343  (meters)     873.83   (feet)  ADJUSTED  
 HX1861  ___________________________________________________________________
 HX1861  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 HX1861  DYNAMIC HT  -         266.135 (meters)     873.14  (feet)  COMP
 HX1861  MODELED GRAV-     979,843.9   (mgal)                       NAVD 88
 HX1861
 HX1861  VERT ORDER  -  FIRST     CLASS II
 HX1861
 HX1861.The horizontal coordinates were scaled from a topographic map and have
 HX1861.an estimated accuracy of +/- 6 seconds.
 HX1861
 HX1861.The orthometric height was determined by differential leveling
 HX1861.and adjusted by the National Geodetic Survey in June 1991..
 HX1861
 HX1861.The geoid height was determined by GEOID03.
 HX1861
 HX1861.The dynamic height is computed by dividing the NAVD 88
 HX1861.geopotential number by the normal gravity value computed on the
 HX1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1861.degrees latitude (g = 980.6199 gals.).
 HX1861
 HX1861.The modeled gravity was interpolated from observed gravity values.
 HX1861
 HX1861;                    North         East    Units  Estimated Accuracy
 HX1861;SPC WV S     -   119,440.      592,620.      MT  (+/- 180 meters Scaled)
 HX1861
 HX1861                          SUPERSEDED SURVEY CONTROL
 HX1861
 HX1861  NGVD 29 (??/??/92)  266.510  (m)          874.37   (f) ADJ UNCH    1 2
 HX1861
 HX1861.Superseded values are not recommended for survey control.
 HX1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1861.See file dsdata.txt to determine how the superseded data were derived.
 HX1861
 HX1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC926142(NAD 83)
 HX1861_MARKER: DB = BENCH MARK DISK
 HX1861_SETTING: 80 = SET IN A BOULDER
 HX1861_SP_SET: BOULDER
 HX1861_STAMPING: E 204 1959
 HX1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1861+STABILITY: SURFACE MOTION
 HX1861
 HX1861  HISTORY     - Date     Condition        Report By
 HX1861  HISTORY     - 1959     MONUMENTED       CGS
 HX1861  HISTORY     - 1961     GOOD             NGS
 HX1861
 HX1861                          STATION DESCRIPTION
 HX1861
 HX1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1861'0.8 MI NW FROM FAYETTE.
 HX1861'ABOUT 0.8 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1861'FROM THE STATION AT FAYETTE, ABOUT 12 1/4 RAILS NORTH OF MILEPOST
 HX1861'405, ABOUT 15 YARDS NORTH OF THE NORTH WALL OF AN OLD ABANDONED
 HX1861'ROCK HOUSE THAT IS BETWEEN THE TRACK AND THE RIVER, 35 FEET
 HX1861'WEST OF THE WEST RAIL, IN TOP OF THE EAST END OF A LARGE FLAT
 HX1861'WEDGE SHAPED BOULDER 25-FEET LONG BY 10-FEET HIGH WHICH IS
 HX1861'BETWEEN THE TRACK AND THE RIVER, 3 FEET WEST OF THE EAST END
 HX1861'OF THE BOULDER, 1 1/2 FEET NORTHWEST OF THE SOUTHEAST EDGE OF
 HX1861'THE BOULDER, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 HX1861
 HX1861                          STATION RECOVERY (1961)
 HX1861
 HX1861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HX1861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1910 ***********************************************************************
 HX1910  DESIGNATION -  E 205
 HX1910  PID         -  HX1910
 HX1910  STATE/COUNTY-  WV/KANAWHA
 HX1910  USGS QUAD   -  BELLE (1977)
 HX1910
 HX1910                         *CURRENT SURVEY CONTROL
 HX1910  ___________________________________________________________________
 HX1910* NAD 83(1986)-  38 12 10.     (N)    081 30 11.     (W)     SCALED    
 HX1910* NAVD 88     -       189.082  (meters)     620.35   (feet)  ADJUSTED  
 HX1910  ___________________________________________________________________
 HX1910  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HX1910  DYNAMIC HT  -         188.949 (meters)     619.91  (feet)  COMP
 HX1910  MODELED GRAV-     979,922.0   (mgal)                       NAVD 88
 HX1910
 HX1910  VERT ORDER  -  FIRST     CLASS II
 HX1910
 HX1910.The horizontal coordinates were scaled from a topographic map and have
 HX1910.an estimated accuracy of +/- 6 seconds.
 HX1910
 HX1910.The orthometric height was determined by differential leveling
 HX1910.and adjusted by the National Geodetic Survey in June 1991..
 HX1910
 HX1910.The geoid height was determined by GEOID03.
 HX1910
 HX1910.The dynamic height is computed by dividing the NAVD 88
 HX1910.geopotential number by the normal gravity value computed on the
 HX1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1910.degrees latitude (g = 980.6199 gals.).
 HX1910
 HX1910.The modeled gravity was interpolated from observed gravity values.
 HX1910
 HX1910;                    North         East    Units  Estimated Accuracy
 HX1910;SPC WV S     -   133,610.      555,940.      MT  (+/- 180 meters Scaled)
 HX1910
 HX1910                          SUPERSEDED SURVEY CONTROL
 HX1910
 HX1910  NGVD 29 (??/??/92)  189.277  (m)          620.99   (f) ADJ UNCH    1 2
 HX1910
 HX1910.Superseded values are not recommended for survey control.
 HX1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1910.See file dsdata.txt to determine how the superseded data were derived.
 HX1910
 HX1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC559284(NAD 83)
 HX1910_MARKER: DB = BENCH MARK DISK
 HX1910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1910_SP_SET: ABUTMENT
 HX1910_STAMPING: E 205 1959
 HX1910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX1910+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 HX1910
 HX1910  HISTORY     - Date     Condition        Report By
 HX1910  HISTORY     - 1959     MONUMENTED       CGS
 HX1910  HISTORY     - 20050513 GOOD             FRELAN
 HX1910
 HX1910                          STATION DESCRIPTION
 HX1910
 HX1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1910'3.4 MI SE FROM BELLE.
 HX1910'ABOUT 3.35 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1910'FROM THE STATION AT BELLE, ALSO ABOUT 4.35 MILES WEST ALONG THE
 HX1910'N.Y.C. RR. FROM THE STATION AT CEDAR GROVE, ABOUT 14 RAILS WEST
 HX1910'OF MILEPOST 140, AT THE EAST END OF THE DICKINSON YARDS, 12
 HX1910'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, IN TOP OF THE
 HX1910'NORTH END OF THE EAST ABUTMENT (BRIDGE SEAT) TO THE BRIDGE OVER
 HX1910'CARROLL BRANCH, 8 1/2 FEET SOUTH OF THE NORTH END OF THE
 HX1910'ABUTMENT, 1/2 FOOT EAST OF THE WEST EDGE OF THE ABUTMENT, AND
 HX1910'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 HX1910
 HX1910                          STATION RECOVERY (2005)
 HX1910
 HX1910'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 HX1910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1269 ***********************************************************************
 GX1269  DESIGNATION -  E 206
 GX1269  PID         -  GX1269
 GX1269  STATE/COUNTY-  WV/FAYETTE
 GX1269  USGS QUAD   -  THURMOND (1988)
 GX1269
 GX1269                         *CURRENT SURVEY CONTROL
 GX1269  ___________________________________________________________________
 GX1269* NAD 83(1986)-  37 58 58.     (N)    081 01 03.     (W)     SCALED    
 GX1269* NAVD 88     -       533.628  (meters)    1750.74   (feet)  ADJUSTED  
 GX1269  ___________________________________________________________________
 GX1269  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX1269  DYNAMIC HT  -         533.205 (meters)    1749.36  (feet)  COMP
 GX1269  MODELED GRAV-     979,821.1   (mgal)                       NAVD 88
 GX1269
 GX1269  VERT ORDER  -  SECOND    CLASS 0
 GX1269
 GX1269.The horizontal coordinates were scaled from a topographic map and have
 GX1269.an estimated accuracy of +/- 6 seconds.
 GX1269
 GX1269.The orthometric height was determined by differential leveling
 GX1269.and adjusted by the National Geodetic Survey in June 1991..
 GX1269
 GX1269.The geoid height was determined by GEOID03.
 GX1269
 GX1269.The dynamic height is computed by dividing the NAVD 88
 GX1269.geopotential number by the normal gravity value computed on the
 GX1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1269.degrees latitude (g = 980.6199 gals.).
 GX1269
 GX1269.The modeled gravity was interpolated from observed gravity values.
 GX1269
 GX1269;                    North         East    Units  Estimated Accuracy
 GX1269;SPC WV S     -   109,080.      598,460.      MT  (+/- 180 meters Scaled)
 GX1269
 GX1269                          SUPERSEDED SURVEY CONTROL
 GX1269
 GX1269  NGVD 29 (??/??/92)  533.797  (m)         1751.30   (f) ADJ UNCH    2 0
 GX1269
 GX1269.Superseded values are not recommended for survey control.
 GX1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1269.See file dsdata.txt to determine how the superseded data were derived.
 GX1269
 GX1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC984039(NAD 83)
 GX1269_MARKER: DB = BENCH MARK DISK
 GX1269_SETTING: 66 = SET IN ROCK OUTCROP
 GX1269_SP_SET: ROCK
 GX1269_STAMPING: E 206 1961
 GX1269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1269+STABILITY: POSITION/ELEVATION WELL
 GX1269
 GX1269  HISTORY     - Date     Condition        Report By
 GX1269  HISTORY     - 1961     MONUMENTED       CGS
 GX1269
 GX1269                          STATION DESCRIPTION
 GX1269
 GX1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1269'1.4 MI SE FROM SEWELL.
 GX1269'ABOUT 1.4 MILES SOUTHEAST ALONG A ROUGH MOUNTAIN ROAD FROM THE
 GX1269'CHESAPEAKE AND OHIO RAILWAY STATION AT SEWELL, ON THE WEST SLOPE
 GX1269'OF THE MOUNTAIN, NEAR THE TOP OF A SHORT STRETCH OF THE ROAD
 GX1269'THAT IS VERY ROCKY AND STEEP, ABOUT 40 YARDS WEST OF A 1 1/2 STORY
 GX1269'WHITE HOUSE THAT IS NOW ABANDONED, SET ON TOP OF THE NORTH EDGE
 GX1269'OF A ROCK THAT IS 12 FEET LONG AND 6 FEET HIGH, 13 FEET SOUTH OF
 GX1269'THE CENTER LINE OF THE ROAD, 5 FEET EAST OF THE NORTHWEST CORNER
 GX1269'OF THE ROCK, 1 FOOT SOUTH OF THE NORTH EDGE OF THE ROCK AND 6 FEET
 GX1269'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0770 ***********************************************************************
 GX0770  DESIGNATION -  E 207
 GX0770  PID         -  GX0770
 GX0770  STATE/COUNTY-  WV/FAYETTE
 GX0770  USGS QUAD   -  DANESE (1987)
 GX0770
 GX0770                         *CURRENT SURVEY CONTROL
 GX0770  ___________________________________________________________________
 GX0770* NAD 83(1986)-  37 53 09.     (N)    080 58 19.     (W)     SCALED    
 GX0770* NAVD 88     -       718.778  (meters)    2358.19   (feet)  ADJUSTED  
 GX0770  ___________________________________________________________________
 GX0770  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX0770  DYNAMIC HT  -         718.192 (meters)    2356.27  (feet)  COMP
 GX0770  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 GX0770
 GX0770  VERT ORDER  -  SECOND    CLASS 0
 GX0770
 GX0770.The horizontal coordinates were scaled from a topographic map and have
 GX0770.an estimated accuracy of +/- 6 seconds.
 GX0770
 GX0770.The orthometric height was determined by differential leveling
 GX0770.and adjusted by the National Geodetic Survey in June 1991..
 GX0770
 GX0770.The geoid height was determined by GEOID03.
 GX0770
 GX0770.The dynamic height is computed by dividing the NAVD 88
 GX0770.geopotential number by the normal gravity value computed on the
 GX0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0770.degrees latitude (g = 980.6199 gals.).
 GX0770
 GX0770.The modeled gravity was interpolated from observed gravity values.
 GX0770
 GX0770;                    North         East    Units  Estimated Accuracy
 GX0770;SPC WV S     -    98,320.      602,470.      MT  (+/- 180 meters Scaled)
 GX0770
 GX0770                          SUPERSEDED SURVEY CONTROL
 GX0770
 GX0770  NGVD 29 (??/??/92)  718.941  (m)         2358.73   (f) ADJ UNCH    2 0
 GX0770
 GX0770.Superseded values are not recommended for survey control.
 GX0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0770.See file dsdata.txt to determine how the superseded data were derived.
 GX0770
 GX0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB024931(NAD 83)
 GX0770_MARKER: DB = BENCH MARK DISK
 GX0770_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0770_SP_SET: UNSPECIFIED ROCK
 GX0770_STAMPING: E 207 1961
 GX0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0770
 GX0770  HISTORY     - Date     Condition        Report By
 GX0770  HISTORY     - 1961     MONUMENTED       CGS
 GX0770
 GX0770                          STATION DESCRIPTION
 GX0770
 GX0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0770'1 MI SW FROM LAYLAND.
 GX0770'ABOUT 1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE CONCRETE
 GX0770'BLOCK CHURCH AT LAYLAND, ABOUT 0.2 MILE NORTHEAST OF A 25 FOOT
 GX0770'CONCRETE BRIDGE OVER A SMALL STREAM, SET ON THE TOP OF THE NORTH
 GX0770'CORNER OF A ROCK THAT IS ABOUT 20 FEET LONG AND 3 1/2 FEET HIGH,
 GX0770'36 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET
 GX0770'SOUTHWEST OF THE NORTHEAST END OF THE ROCK, 3 1/2 FEET SOUTHEAST
 GX0770'OF THE NORTHWEST EDGE OF THE ROCK AND 4 FEET ABOVE THE LEVEL OF
 GX0770'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0803 ***********************************************************************
 GX0803  DESIGNATION -  E 208
 GX0803  PID         -  GX0803
 GX0803  STATE/COUNTY-  WV/SUMMERS
 GX0803  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0803
 GX0803                         *CURRENT SURVEY CONTROL
 GX0803  ___________________________________________________________________
 GX0803* NAD 83(1986)-  37 47 47.     (N)    080 51 09.     (W)     SCALED    
 GX0803* NAVD 88     -       451.594  (meters)    1481.60   (feet)  ADJUSTED  
 GX0803  ___________________________________________________________________
 GX0803  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0803  DYNAMIC HT  -         451.229 (meters)    1480.41  (feet)  COMP
 GX0803  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GX0803
 GX0803  VERT ORDER  -  SECOND    CLASS 0
 GX0803
 GX0803.The horizontal coordinates were scaled from a topographic map and have
 GX0803.an estimated accuracy of +/- 6 seconds.
 GX0803
 GX0803.The orthometric height was determined by differential leveling
 GX0803.and adjusted by the National Geodetic Survey in June 1991..
 GX0803
 GX0803.The geoid height was determined by GEOID03.
 GX0803
 GX0803.The dynamic height is computed by dividing the NAVD 88
 GX0803.geopotential number by the normal gravity value computed on the
 GX0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0803.degrees latitude (g = 980.6199 gals.).
 GX0803
 GX0803.The modeled gravity was interpolated from observed gravity values.
 GX0803
 GX0803;                    North         East    Units  Estimated Accuracy
 GX0803;SPC WV S     -    88,400.      612,990.      MT  (+/- 180 meters Scaled)
 GX0803
 GX0803                          SUPERSEDED SURVEY CONTROL
 GX0803
 GX0803  NGVD 29 (??/??/92)  451.764  (m)         1482.16   (f) ADJ UNCH    2 0
 GX0803
 GX0803.Superseded values are not recommended for survey control.
 GX0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0803.See file dsdata.txt to determine how the superseded data were derived.
 GX0803
 GX0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB129832(NAD 83)
 GX0803_MARKER: DB = BENCH MARK DISK
 GX0803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0803_SP_SET: CULVERT
 GX0803_STAMPING: E 208 1961
 GX0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0803
 GX0803  HISTORY     - Date     Condition        Report By
 GX0803  HISTORY     - 1961     MONUMENTED       CGS
 GX0803
 GX0803                          STATION DESCRIPTION
 GX0803
 GX0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0803'3.6 MI NE FROM SANDSTONE.
 GX0803'ABOUT 3.6 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0803'CHESAPEAKE AND OHIO RAILWAY STATION AT SANDSTONE, ABOUT IN THE
 GX0803'CENTER OF A STRAIGHT STRETCH OF HIGHWAY, SET VERTICALLY IN THE
 GX0803'SOUTHEAST FACE OF A ROCK CUT, 19 FEET NORTHWEST OF THE CENTER
 GX0803'LINE OF THE HIGHWAY, 8 FEET WEST OF THE NORTHWEST END OF A 24
 GX0803'INCH PIPE CULVERT UNDER THE HIGHWAY, AND ABOUT 4 FEET ABOVE THE
 GX0803'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0829 ***********************************************************************
 GX0829  DESIGNATION -  E 209
 GX0829  PID         -  GX0829
 GX0829  STATE/COUNTY-  WV/FAYETTE
 GX0829  USGS QUAD   -  RAINELLE (1976)
 GX0829
 GX0829                         *CURRENT SURVEY CONTROL
 GX0829  ___________________________________________________________________
 GX0829* NAD 83(1986)-  37 55 54.     (N)    080 49 31.     (W)     SCALED    
 GX0829* NAVD 88     -       759.790  (meters)    2492.74   (feet)  ADJUSTED  
 GX0829  ___________________________________________________________________
 GX0829  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX0829  DYNAMIC HT  -         759.147 (meters)    2490.63  (feet)  COMP
 GX0829  MODELED GRAV-     979,757.9   (mgal)                       NAVD 88
 GX0829
 GX0829  VERT ORDER  -  SECOND    CLASS 0
 GX0829
 GX0829.The horizontal coordinates were scaled from a topographic map and have
 GX0829.an estimated accuracy of +/- 6 seconds.
 GX0829
 GX0829.The orthometric height was determined by differential leveling
 GX0829.and adjusted by the National Geodetic Survey in June 1991..
 GX0829
 GX0829.The geoid height was determined by GEOID03.
 GX0829
 GX0829.The dynamic height is computed by dividing the NAVD 88
 GX0829.geopotential number by the normal gravity value computed on the
 GX0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0829.degrees latitude (g = 980.6199 gals.).
 GX0829
 GX0829.The modeled gravity was interpolated from observed gravity values.
 GX0829
 GX0829;                    North         East    Units  Estimated Accuracy
 GX0829;SPC WV S     -   103,420.      615,360.      MT  (+/- 180 meters Scaled)
 GX0829
 GX0829                          SUPERSEDED SURVEY CONTROL
 GX0829
 GX0829  NGVD 29 (??/??/92)  759.925  (m)         2493.19   (f) ADJ UNCH    2 0
 GX0829
 GX0829.Superseded values are not recommended for survey control.
 GX0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0829.See file dsdata.txt to determine how the superseded data were derived.
 GX0829
 GX0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB153982(NAD 83)
 GX0829_MARKER: DB = BENCH MARK DISK
 GX0829_SETTING: 66 = SET IN ROCK OUTCROP
 GX0829_SP_SET: ROCK CUT
 GX0829_STAMPING: E 209 1961
 GX0829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0829+STABILITY: POSITION/ELEVATION WELL
 GX0829
 GX0829  HISTORY     - Date     Condition        Report By
 GX0829  HISTORY     - 1961     MONUMENTED       CGS
 GX0829
 GX0829                          STATION DESCRIPTION
 GX0829
 GX0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0829'3.8 MI SW FROM RAINELLE.
 GX0829'ABOUT 3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM ITS
 GX0829'JUNCTION WITH U.S. HIGHWAY 60 AT RAINELLE, ABOUT 0.95 MILE NORTH
 GX0829'OF A 30 FOOT CONCRETE BRIDGE OVER A SMALL STREAM, AT A ROCK CUT,
 GX0829'SET VERTICALLY IN THE SOUTH FACE OF A ROCK THAT PROJECTS 3 1/2
 GX0829'FEET ABOVE THE LEVEL OF THE GROUND, 20 FEET NORTHWEST OF THE
 GX0829'CENTER LINE OF THE HIGHWAY, 70 FEET SOUTHWEST OF THE NORTHEAST
 GX0829'END OF THE CUT, AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0840 ***********************************************************************
 GX0840  DESIGNATION -  E 210
 GX0840  PID         -  GX0840
 GX0840  STATE/COUNTY-  WV/GREENBRIER
 GX0840  USGS QUAD   -  RAINELLE (1976)
 GX0840
 GX0840                         *CURRENT SURVEY CONTROL
 GX0840  ___________________________________________________________________
 GX0840* NAD 83(1986)-  37 59 09.     (N)    080 45 00.     (W)     SCALED    
 GX0840* NAVD 88     -       731.834  (meters)    2401.03   (feet)  ADJUSTED  
 GX0840  ___________________________________________________________________
 GX0840  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX0840  DYNAMIC HT  -         731.229 (meters)    2399.04  (feet)  COMP
 GX0840  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 GX0840
 GX0840  VERT ORDER  -  SECOND    CLASS 0
 GX0840
 GX0840.The horizontal coordinates were scaled from a topographic map and have
 GX0840.an estimated accuracy of +/- 6 seconds.
 GX0840
 GX0840.The orthometric height was determined by differential leveling
 GX0840.and adjusted by the National Geodetic Survey in June 1991..
 GX0840
 GX0840.The geoid height was determined by GEOID03.
 GX0840
 GX0840.The dynamic height is computed by dividing the NAVD 88
 GX0840.geopotential number by the normal gravity value computed on the
 GX0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0840.degrees latitude (g = 980.6199 gals.).
 GX0840
 GX0840.The modeled gravity was interpolated from observed gravity values.
 GX0840
 GX0840;                    North         East    Units  Estimated Accuracy
 GX0840;SPC WV S     -   109,450.      621,960.      MT  (+/- 180 meters Scaled)
 GX0840
 GX0840                          SUPERSEDED SURVEY CONTROL
 GX0840
 GX0840  NGVD 29 (??/??/92)  731.978  (m)         2401.50   (f) ADJ UNCH    2 0
 GX0840
 GX0840.Superseded values are not recommended for survey control.
 GX0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0840.See file dsdata.txt to determine how the superseded data were derived.
 GX0840
 GX0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC219042(NAD 83)
 GX0840_MARKER: DB = BENCH MARK DISK
 GX0840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0840_SP_SET: ABUTMENT
 GX0840_STAMPING: E 210 1961
 GX0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0840
 GX0840  HISTORY     - Date     Condition        Report By
 GX0840  HISTORY     - 1961     MONUMENTED       CGS
 GX0840
 GX0840                          STATION DESCRIPTION
 GX0840
 GX0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0840'1.4 MI NE FROM EAST RAINELLE.
 GX0840'ABOUT 1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0840'OFFICE AT EAST RAINELLE, ABOUT 0.35 MILE SOUTHWEST OF THE POST
 GX0840'OFFICE AT MC ROSS, SET ON TOP OF THE NORTHWEST END OF THE SOUTHWEST
 GX0840'CONCRETE ABUTMENT OF THE 215 FOOT LONG BRIDGE OVER MEADOW RIVER,
 GX0840'18 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST
 GX0840'OF THE WEST CORNER OF THE NORTHWEST CONCRETE GUARDRAIL AND 1 FOOT
 GX0840'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0856 ***********************************************************************
 GX0856  DESIGNATION -  E 211
 GX0856  PID         -  GX0856
 GX0856  STATE/COUNTY-  WV/SUMMERS
 GX0856  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0856
 GX0856                         *CURRENT SURVEY CONTROL
 GX0856  ___________________________________________________________________
 GX0856* NAD 83(1986)-  37 45 13.     (N)    080 46 11.     (W)     SCALED    
 GX0856* NAVD 88     -       877.481  (meters)    2878.87   (feet)  ADJUSTED  
 GX0856  ___________________________________________________________________
 GX0856  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX0856  DYNAMIC HT  -         876.726 (meters)    2876.39  (feet)  COMP
 GX0856  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 GX0856
 GX0856  VERT ORDER  -  SECOND    CLASS 0
 GX0856
 GX0856.The horizontal coordinates were scaled from a topographic map and have
 GX0856.an estimated accuracy of +/- 6 seconds.
 GX0856
 GX0856.The orthometric height was determined by differential leveling
 GX0856.and adjusted by the National Geodetic Survey in June 1991..
 GX0856
 GX0856.The geoid height was determined by GEOID03.
 GX0856
 GX0856.The dynamic height is computed by dividing the NAVD 88
 GX0856.geopotential number by the normal gravity value computed on the
 GX0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0856.degrees latitude (g = 980.6199 gals.).
 GX0856
 GX0856.The modeled gravity was interpolated from observed gravity values.
 GX0856
 GX0856;                    North         East    Units  Estimated Accuracy
 GX0856;SPC WV S     -    83,670.      620,290.      MT  (+/- 180 meters Scaled)
 GX0856
 GX0856                          SUPERSEDED SURVEY CONTROL
 GX0856
 GX0856  NGVD 29 (??/??/92)  877.631  (m)         2879.36   (f) ADJ UNCH    2 0
 GX0856
 GX0856.Superseded values are not recommended for survey control.
 GX0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0856.See file dsdata.txt to determine how the superseded data were derived.
 GX0856
 GX0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB202785(NAD 83)
 GX0856_MARKER: DB = BENCH MARK DISK
 GX0856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0856_SP_SET: FOUNDATION
 GX0856_STAMPING: E 211 1961
 GX0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0856
 GX0856  HISTORY     - Date     Condition        Report By
 GX0856  HISTORY     - 1961     MONUMENTED       CGS
 GX0856
 GX0856                          STATION DESCRIPTION
 GX0856
 GX0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0856'9 MI SE FROM SANDSTONE.
 GX0856'0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE CHESAPEAKE AND
 GX0856'OHIO RAILWAY STATION AT SANDSTONE, THENCE 8.75 MILES SOUTHEAST
 GX0856'ALONG THE SANDSTONE-RAMP ROAD, AT THE LIVELY SCHOOL, SET ON TOP
 GX0856'OF THE CONCRETE FOUNDATION WHERE IT PROJECTS OUT AT THE EAST
 GX0856'CORNER OF THE BUILDING, 66 FEET NORTHWEST OF THE CENTER LINE OF
 GX0856'THE ROAD, 0.3 FOOT NORTHEAST OF THE EAST CORNER OF THE BUILDING
 GX0856'AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0871 ***********************************************************************
 GX0871  DESIGNATION -  E 212
 GX0871  PID         -  GX0871
 GX0871  STATE/COUNTY-  WV/SUMMERS
 GX0871  USGS QUAD   -  ALDERSON (1976)
 GX0871
 GX0871                         *CURRENT SURVEY CONTROL
 GX0871  ___________________________________________________________________
 GX0871* NAD 83(1986)-  37 43 35.     (N)    080 41 09.     (W)     SCALED    
 GX0871* NAVD 88     -       485.343  (meters)    1592.33   (feet)  ADJUSTED  
 GX0871  ___________________________________________________________________
 GX0871  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX0871  DYNAMIC HT  -         484.944 (meters)    1591.02  (feet)  COMP
 GX0871  MODELED GRAV-     979,793.0   (mgal)                       NAVD 88
 GX0871
 GX0871  VERT ORDER  -  SECOND    CLASS 0
 GX0871
 GX0871.The horizontal coordinates were scaled from a topographic map and have
 GX0871.an estimated accuracy of +/- 6 seconds.
 GX0871
 GX0871.The orthometric height was determined by differential leveling
 GX0871.and adjusted by the National Geodetic Survey in June 1991..
 GX0871
 GX0871.The geoid height was determined by GEOID03.
 GX0871
 GX0871.The dynamic height is computed by dividing the NAVD 88
 GX0871.geopotential number by the normal gravity value computed on the
 GX0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0871.degrees latitude (g = 980.6199 gals.).
 GX0871
 GX0871.The modeled gravity was interpolated from observed gravity values.
 GX0871
 GX0871;                    North         East    Units  Estimated Accuracy
 GX0871;SPC WV S     -    80,670.      627,700.      MT  (+/- 180 meters Scaled)
 GX0871
 GX0871                          SUPERSEDED SURVEY CONTROL
 GX0871
 GX0871  NGVD 29 (??/??/92)  485.514  (m)         1592.89   (f) ADJ UNCH    2 0
 GX0871
 GX0871.Superseded values are not recommended for survey control.
 GX0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0871.See file dsdata.txt to determine how the superseded data were derived.
 GX0871
 GX0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB276755(NAD 83)
 GX0871_MARKER: DB = BENCH MARK DISK
 GX0871_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0871_SP_SET: UNSPECIFIED ROCK
 GX0871_STAMPING: E 212 1961
 GX0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0871
 GX0871  HISTORY     - Date     Condition        Report By
 GX0871  HISTORY     - 1961     MONUMENTED       CGS
 GX0871
 GX0871                          STATION DESCRIPTION
 GX0871
 GX0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0871'2.9 MI W FROM ALDERSON.
 GX0871'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0871'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 0.6 MILE
 GX0871'WEST ALONG A BLACK TOP ROAD, ABOUT 0.8 MILE EAST OF A Y JUNCTION,
 GX0871'SET IN THE TOP OF A LARGE ROCK THAT REACHES ACROSS GRIFFITH CREEK
 GX0871'AND FORMS A 5 FOOT HIGH WATER FALL, 30 FEET SOUTH OF THE CENTER
 GX0871'LINE OF THE ROAD, 40 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVE
 GX0871'LEADING NORTH TO A TWO-STORY WHITE HOUSE, 2 FEET SOUTHWEST OF THE
 GX0871'NORTHEAST FACE OF THE ROCK AND 1 1/2 FEET BELOW THE LEVEL OF THE
 GX0871'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0980 ***********************************************************************
 GX0980  DESIGNATION -  E 213
 GX0980  PID         -  GX0980
 GX0980  STATE/COUNTY-  WV/FAYETTE
 GX0980  USGS QUAD   -  RAINELLE (1976)
 GX0980
 GX0980                         *CURRENT SURVEY CONTROL
 GX0980  ___________________________________________________________________
 GX0980* NAD 83(1986)-  37 52 47.     (N)    080 48 14.     (W)     SCALED    
 GX0980* NAVD 88     -       832.654  (meters)    2731.80   (feet)  ADJUSTED  
 GX0980  ___________________________________________________________________
 GX0980  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX0980  DYNAMIC HT  -         831.948 (meters)    2729.48  (feet)  COMP
 GX0980  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 GX0980
 GX0980  VERT ORDER  -  SECOND    CLASS 0
 GX0980
 GX0980.The horizontal coordinates were scaled from a topographic map and have
 GX0980.an estimated accuracy of +/- 6 seconds.
 GX0980
 GX0980.The orthometric height was determined by differential leveling
 GX0980.and adjusted by the National Geodetic Survey in June 1991..
 GX0980
 GX0980.The geoid height was determined by GEOID03.
 GX0980
 GX0980.The dynamic height is computed by dividing the NAVD 88
 GX0980.geopotential number by the normal gravity value computed on the
 GX0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0980.degrees latitude (g = 980.6199 gals.).
 GX0980
 GX0980.The modeled gravity was interpolated from observed gravity values.
 GX0980
 GX0980;                    North         East    Units  Estimated Accuracy
 GX0980;SPC WV S     -    97,660.      617,250.      MT  (+/- 180 meters Scaled)
 GX0980
 GX0980                          SUPERSEDED SURVEY CONTROL
 GX0980
 GX0980  NGVD 29 (??/??/92)  832.793  (m)         2732.26   (f) ADJ UNCH    2 0
 GX0980
 GX0980.Superseded values are not recommended for survey control.
 GX0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0980.See file dsdata.txt to determine how the superseded data were derived.
 GX0980
 GX0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB172924(NAD 83)
 GX0980_MARKER: DB = BENCH MARK DISK
 GX0980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0980_SP_SET: BRIDGE
 GX0980_STAMPING: E 213 1961
 GX0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0980
 GX0980  HISTORY     - Date     Condition        Report By
 GX0980  HISTORY     - 1961     MONUMENTED       CGS
 GX0980
 GX0980                          STATION DESCRIPTION
 GX0980
 GX0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0980'0.2 MI E FROM SPRINGDALE.
 GX0980'ABOUT 0.25 MILE EAST ALONG A BLACK TOP ROAD FROM ITS JUNCTION
 GX0980'WITH STATE HIGHWAY 20 AT SPRINGDALE, SET ON THE TOP OF THE NORTH
 GX0980'END OF THE EAST ABUTMENT OF A 15-FOOT BRIDGE OVER A STREAM, 11
 GX0980'FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.3 FOOT SOUTH OF THE
 GX0980'NORTH END OF THE ABUTMENT AND 1 1/2 FEET BELOW THE LEVEL OF THE
 GX0980'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0911 ***********************************************************************
 GX0911  DESIGNATION -  E 214
 GX0911  PID         -  GX0911
 GX0911  STATE/COUNTY-  WV/GREENBRIER
 GX0911  USGS QUAD   -  DAWSON (1971)
 GX0911
 GX0911                         *CURRENT SURVEY CONTROL
 GX0911  ___________________________________________________________________
 GX0911* NAD 83(1986)-  37 51 06.     (N)    080 42 42.     (W)     SCALED    
 GX0911* NAVD 88     -       740.608  (meters)    2429.81   (feet)  ADJUSTED  
 GX0911  ___________________________________________________________________
 GX0911  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GX0911  DYNAMIC HT  -         739.981 (meters)    2427.75  (feet)  COMP
 GX0911  MODELED GRAV-     979,758.3   (mgal)                       NAVD 88
 GX0911
 GX0911  VERT ORDER  -  SECOND    CLASS 0
 GX0911
 GX0911.The horizontal coordinates were scaled from a topographic map and have
 GX0911.an estimated accuracy of +/- 6 seconds.
 GX0911
 GX0911.The orthometric height was determined by differential leveling
 GX0911.and adjusted by the National Geodetic Survey in June 1991..
 GX0911
 GX0911.The geoid height was determined by GEOID03.
 GX0911
 GX0911.The dynamic height is computed by dividing the NAVD 88
 GX0911.geopotential number by the normal gravity value computed on the
 GX0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0911.degrees latitude (g = 980.6199 gals.).
 GX0911
 GX0911.The modeled gravity was interpolated from observed gravity values.
 GX0911
 GX0911;                    North         East    Units  Estimated Accuracy
 GX0911;SPC WV S     -    94,560.      625,370.      MT  (+/- 180 meters Scaled)
 GX0911
 GX0911                          SUPERSEDED SURVEY CONTROL
 GX0911
 GX0911  NGVD 29 (??/??/92)  740.754  (m)         2430.29   (f) ADJ UNCH    2 0
 GX0911
 GX0911.Superseded values are not recommended for survey control.
 GX0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0911.See file dsdata.txt to determine how the superseded data were derived.
 GX0911
 GX0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB253893(NAD 83)
 GX0911_MARKER: DB = BENCH MARK DISK
 GX0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0911_STAMPING: E 214 1961
 GX0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0911+STABILITY: SURFACE MOTION
 GX0911
 GX0911  HISTORY     - Date     Condition        Report By
 GX0911  HISTORY     - 1961     MONUMENTED       CGS
 GX0911  HISTORY     - 1965     GOOD             LOCENG
 GX0911
 GX0911                          STATION DESCRIPTION
 GX0911
 GX0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0911'0.4 MI S FROM DAWSON.
 GX0911'ABOUT 0.4 MILE SOUTH ALONG A BLACK TOP ROAD FROM A T ROAD
 GX0911'JUNCTION AT DAWSON, 0.1 MILE SOUTHWEST OF THE DAWSON METHODIST
 GX0911'CHURCH, AT THE INSIDE OF A LONG CURVE, 22 FEET SOUTHEAST OF
 GX0911'THE CENTER LINE OF THE ROAD, 6 1/2 FEET NORTHWEST OF A FENCE
 GX0911'LINE, 3 FEET NORTHEAST OF A POWER LINE POLE, 1.4 FEET SOUTHWEST
 GX0911'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 GX0911'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 GX0911'OF THE GROUND.
 GX0911
 GX0911                          STATION RECOVERY (1965)
 GX0911
 GX0911'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 GX0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1328 ***********************************************************************
 HX1328  DESIGNATION -  E 215
 HX1328  PID         -  HX1328
 HX1328  STATE/COUNTY-  WV/GREENBRIER
 HX1328  USGS QUAD   -  QUINWOOD (1995)
 HX1328
 HX1328                         *CURRENT SURVEY CONTROL
 HX1328  ___________________________________________________________________
 HX1328* NAD 83(1986)-  38 01 06.     (N)    080 38 34.     (W)     SCALED    
 HX1328* NAVD 88     -       805.034  (meters)    2641.18   (feet)  ADJUSTED  
 HX1328  ___________________________________________________________________
 HX1328  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX1328  DYNAMIC HT  -         804.348 (meters)    2638.93  (feet)  COMP
 HX1328  MODELED GRAV-     979,750.3   (mgal)                       NAVD 88
 HX1328
 HX1328  VERT ORDER  -  SECOND    CLASS 0
 HX1328
 HX1328.The horizontal coordinates were scaled from a topographic map and have
 HX1328.an estimated accuracy of +/- 6 seconds.
 HX1328
 HX1328.The orthometric height was determined by differential leveling
 HX1328.and adjusted by the National Geodetic Survey in June 1991..
 HX1328
 HX1328.The geoid height was determined by GEOID03.
 HX1328
 HX1328.The dynamic height is computed by dividing the NAVD 88
 HX1328.geopotential number by the normal gravity value computed on the
 HX1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1328.degrees latitude (g = 980.6199 gals.).
 HX1328
 HX1328.The modeled gravity was interpolated from observed gravity values.
 HX1328
 HX1328;                    North         East    Units  Estimated Accuracy
 HX1328;SPC WV S     -   113,080.      631,370.      MT  (+/- 180 meters Scaled)
 HX1328
 HX1328                          SUPERSEDED SURVEY CONTROL
 HX1328
 HX1328  NGVD 29 (??/??/92)  805.157  (m)         2641.59   (f) ADJ UNCH    2 0
 HX1328
 HX1328.Superseded values are not recommended for survey control.
 HX1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1328.See file dsdata.txt to determine how the superseded data were derived.
 HX1328
 HX1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC313079(NAD 83)
 HX1328_MARKER: DB = BENCH MARK DISK
 HX1328_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1328_SP_SET: UNSPECIFIED ROCK
 HX1328_STAMPING: E 215 1961
 HX1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1328
 HX1328  HISTORY     - Date     Condition        Report By
 HX1328  HISTORY     - 1961     MONUMENTED       CGS
 HX1328
 HX1328                          STATION DESCRIPTION
 HX1328
 HX1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1328'5 MI N FROM RUPERT.
 HX1328'ABOUT 5.05 MILES NORTH ALONG A BLACK TOP ROAD FROM THE HIGH
 HX1328'SCHOOL BUILDING AT RUPERT, ABOUT 0.8 MILE EAST OF A 35 FOOT
 HX1328'BRIDGE OVER BROWN CREEK, 0.6 MILE SOUTHWEST OF THE POST OFFICE
 HX1328'AT THE SMALL TOWN OF ANJEAN, NEAR THE CROSSING OF THE CHESAPEAKE
 HX1328'AND OHIO RAILWAY, DIRECTLY EAST AND ACROSS THE ROAD FROM A
 HX1328'RAILROAD WATER TANK, SET ON THE TOP OF A ROCK THAT IS 15 FEET
 HX1328'LONG AND 5 FEET HIGH, 54 FEET NORTH OF THE CENTER LINE OF THE
 HX1328'ROAD CROSSING THE TRACK, 24 FEET NORTHEAST OF THE CENTER LINE
 HX1328'OF THE ROAD AND 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1014 ***********************************************************************
 GX1014  DESIGNATION -  E 216
 GX1014  PID         -  GX1014
 GX1014  STATE/COUNTY-  WV/GREENBRIER
 GX1014  USGS QUAD   -  ASBURY (1979)
 GX1014
 GX1014                         *CURRENT SURVEY CONTROL
 GX1014  ___________________________________________________________________
 GX1014* NAD 83(1986)-  37 49 29.     (N)    080 32 29.     (W)     SCALED    
 GX1014* NAVD 88     -       687.547  (meters)    2255.73   (feet)  ADJUSTED  
 GX1014  ___________________________________________________________________
 GX1014  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX1014  DYNAMIC HT  -         686.977 (meters)    2253.86  (feet)  COMP
 GX1014  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 GX1014
 GX1014  VERT ORDER  -  SECOND    CLASS 0
 GX1014
 GX1014.The horizontal coordinates were scaled from a topographic map and have
 GX1014.an estimated accuracy of +/- 6 seconds.
 GX1014
 GX1014.The orthometric height was determined by differential leveling
 GX1014.and adjusted by the National Geodetic Survey in June 1991..
 GX1014
 GX1014.The geoid height was determined by GEOID03.
 GX1014
 GX1014.The dynamic height is computed by dividing the NAVD 88
 GX1014.geopotential number by the normal gravity value computed on the
 GX1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1014.degrees latitude (g = 980.6199 gals.).
 GX1014
 GX1014.The modeled gravity was interpolated from observed gravity values.
 GX1014
 GX1014;                    North         East    Units  Estimated Accuracy
 GX1014;SPC WV S     -    91,630.      640,370.      MT  (+/- 180 meters Scaled)
 GX1014
 GX1014                          SUPERSEDED SURVEY CONTROL
 GX1014
 GX1014  NGVD 29 (??/??/92)  687.699  (m)         2256.23   (f) ADJ UNCH    2 0
 GX1014
 GX1014.Superseded values are not recommended for survey control.
 GX1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1014.See file dsdata.txt to determine how the superseded data were derived.
 GX1014
 GX1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB403864(NAD 83)
 GX1014_MARKER: DB = BENCH MARK DISK
 GX1014_SETTING: 66 = SET IN ROCK OUTCROP
 GX1014_SP_SET: ROCK LEDGE
 GX1014_STAMPING: E 216 1961
 GX1014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1014+STABILITY: POSITION/ELEVATION WELL
 GX1014
 GX1014  HISTORY     - Date     Condition        Report By
 GX1014  HISTORY     - 1961     MONUMENTED       CGS
 GX1014
 GX1014                          STATION DESCRIPTION
 GX1014
 GX1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1014'1.4 MI NE FROM ASBURY.
 GX1014'ABOUT 1.45 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM A T
 GX1014'ROAD JUNCTION AT ASBURY, 0.6 MILE NORTHEAST OF THE JUNCTION OF
 GX1014'A NARROW ROAD LEADING EAST, ON THE SOUTHWEST SLOPE OF A MOUNTAIN,
 GX1014'SET VERTICALLY IN THE SOUTH FACE OF A ROCK LEDGE THAT IS 8
 GX1014'FEET LONG AND 2 FEET HIGH, 12 FEET NORTH OF THE CENTER LINE OF
 GX1014'THE ROAD, 27 FEET WEST OF THE SOUTH CORNER OF A TRIANGULAR SHAPED
 GX1014'ROCK THAT OVERHANGS OVER A CUT, 1 FOOT ABOVE THE GROUND AND THE
 GX1014'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1030 ***********************************************************************
 GX1030  DESIGNATION -  E 217
 GX1030  PID         -  GX1030
 GX1030  STATE/COUNTY-  WV/GREENBRIER
 GX1030  USGS QUAD   -  DAWSON (1971)
 GX1030
 GX1030                         *CURRENT SURVEY CONTROL
 GX1030  ___________________________________________________________________
 GX1030* NAD 83(1986)-  37 50 21.     (N)    080 39 02.     (W)     SCALED    
 GX1030* NAVD 88     -       673.031  (meters)    2208.10   (feet)  ADJUSTED  
 GX1030  ___________________________________________________________________
 GX1030  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX1030  DYNAMIC HT  -         672.472 (meters)    2206.27  (feet)  COMP
 GX1030  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 GX1030
 GX1030  VERT ORDER  -  SECOND    CLASS 0
 GX1030
 GX1030.The horizontal coordinates were scaled from a topographic map and have
 GX1030.an estimated accuracy of +/- 6 seconds.
 GX1030
 GX1030.The orthometric height was determined by differential leveling
 GX1030.and adjusted by the National Geodetic Survey in June 1991..
 GX1030
 GX1030.The geoid height was determined by GEOID03.
 GX1030
 GX1030.The dynamic height is computed by dividing the NAVD 88
 GX1030.geopotential number by the normal gravity value computed on the
 GX1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1030.degrees latitude (g = 980.6199 gals.).
 GX1030
 GX1030.The modeled gravity was interpolated from observed gravity values.
 GX1030
 GX1030;                    North         East    Units  Estimated Accuracy
 GX1030;SPC WV S     -    93,200.      630,760.      MT  (+/- 180 meters Scaled)
 GX1030
 GX1030                          SUPERSEDED SURVEY CONTROL
 GX1030
 GX1030  NGVD 29 (??/??/92)  673.185  (m)         2208.61   (f) ADJ UNCH    2 0
 GX1030
 GX1030.Superseded values are not recommended for survey control.
 GX1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1030.See file dsdata.txt to determine how the superseded data were derived.
 GX1030
 GX1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB307880(NAD 83)
 GX1030_MARKER: DB = BENCH MARK DISK
 GX1030_SETTING: 66 = SET IN ROCK OUTCROP
 GX1030_SP_SET: ROCK CUT
 GX1030_STAMPING: E 217 1961
 GX1030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1030+STABILITY: POSITION/ELEVATION WELL
 GX1030
 GX1030  HISTORY     - Date     Condition        Report By
 GX1030  HISTORY     - 1961     MONUMENTED       CGS
 GX1030
 GX1030                          STATION DESCRIPTION
 GX1030
 GX1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1030'2 MI NW FROM BLUE SULPHUR SPRINGS.
 GX1030'ABOUT 0.9 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE G.O.E.
 GX1030'MEMORIAL CHURCH AT BLUE SULPHUR SPRINGS, THENCE 1.1 MILES
 GX1030'NORTHWESTERLY ALONG A GRADED MOUNTAIN ROAD, AT THE INSIDE OF A
 GX1030'SHARP CURVE, ON THE SOUTHEAST SLOPE OF THE MOUNTAIN, SET
 GX1030'VERTICALLY IN THE SOUTH FACE OF A 2 FOOT HIGH LEDGE OF ROCK THAT
 GX1030'IS PART OF A 10-FOOT HIGH CUT, 18 FEET NORTH OF THE CENTER LINE
 GX1030'OF THE ROAD, 15 FEET EAST OF THE WEST END OF THE ROCK PART OF THE
 GX1030'CUT AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1978 ***********************************************************************
 HX1978  DESIGNATION -  E 218
 HX1978  PID         -  HX1978
 HX1978  STATE/COUNTY-  WV/FAYETTE
 HX1978  USGS QUAD   -  ANSTED (1976)
 HX1978
 HX1978                         *CURRENT SURVEY CONTROL
 HX1978  ___________________________________________________________________
 HX1978* NAD 83(1986)-  38 12 23.     (N)    081 07 25.     (W)     SCALED    
 HX1978* NAVD 88     -       272.795  (meters)     894.99   (feet)  ADJUSTED  
 HX1978  ___________________________________________________________________
 HX1978  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HX1978  DYNAMIC HT  -         272.599 (meters)     894.35  (feet)  COMP
 HX1978  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 HX1978
 HX1978  VERT ORDER  -  SECOND    CLASS 0
 HX1978
 HX1978.The horizontal coordinates were scaled from a topographic map and have
 HX1978.an estimated accuracy of +/- 6 seconds.
 HX1978
 HX1978.The orthometric height was determined by differential leveling
 HX1978.and adjusted by the National Geodetic Survey in June 1991..
 HX1978
 HX1978.The geoid height was determined by GEOID03.
 HX1978
 HX1978.The dynamic height is computed by dividing the NAVD 88
 HX1978.geopotential number by the normal gravity value computed on the
 HX1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1978.degrees latitude (g = 980.6199 gals.).
 HX1978
 HX1978.The modeled gravity was interpolated from observed gravity values.
 HX1978
 HX1978;                    North         East    Units  Estimated Accuracy
 HX1978;SPC WV S     -   133,900.      589,170.      MT  (+/- 180 meters Scaled)
 HX1978
 HX1978                          SUPERSEDED SURVEY CONTROL
 HX1978
 HX1978  NGVD 29 (??/??/92)  272.979  (m)          895.60   (f) ADJ UNCH    2 0
 HX1978
 HX1978.Superseded values are not recommended for survey control.
 HX1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1978.See file dsdata.txt to determine how the superseded data were derived.
 HX1978
 HX1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC891287(NAD 83)
 HX1978_MARKER: DB = BENCH MARK DISK
 HX1978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1978_SP_SET: ABUTMENT
 HX1978_STAMPING: E 218 1961
 HX1978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1978
 HX1978  HISTORY     - Date     Condition        Report By
 HX1978  HISTORY     - 1961     MONUMENTED       CGS
 HX1978
 HX1978                          STATION DESCRIPTION
 HX1978
 HX1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1978'2.4 MI SE FROM BEECH GLEN.
 HX1978'ABOUT 2.35 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SOUTHWEST
 HX1978'END OF THE CHESAPEAKE AND OHIO RAILWAY BRIDGE OVER THE GAULEY
 HX1978'RIVER AT BEECH GLEN, 0.85 MILE SOUTHEAST OF THE JUNCTION OF A
 HX1978'GRADED ROAD LEADING UP BRIDGE FORK, SET ON TOP OF THE NORTHEAST
 HX1978'END OF THE SOUTHEAST ABUTMENT OF THE C AND O RAILWAY BRIDGE OVER
 HX1978'SUGARCAMP BRANCH, 6 FEET NORTHEAST OF THE NORTHEAST RAIL, 93 FEET
 HX1978'SOUTHWEST AND ACROSS RICH CREEK FROM THE CENTER LINE OF THE ROAD,
 HX1978'2 FEET SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT AND 1 FOOT
 HX1978'BELOW THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2002 ***********************************************************************
 HX2002  DESIGNATION -  E 219
 HX2002  PID         -  HX2002
 HX2002  STATE/COUNTY-  WV/FAYETTE
 HX2002  USGS QUAD   -  ANSTED (1976)
 HX2002
 HX2002                         *CURRENT SURVEY CONTROL
 HX2002  ___________________________________________________________________
 HX2002* NAD 83(1986)-  38 07 44.     (N)    081 02 45.     (W)     SCALED    
 HX2002* NAVD 88     -       490.993  (meters)    1610.87   (feet)  ADJUSTED  
 HX2002  ___________________________________________________________________
 HX2002  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 HX2002  DYNAMIC HT  -         490.620 (meters)    1609.64  (feet)  COMP
 HX2002  MODELED GRAV-     979,854.7   (mgal)                       NAVD 88
 HX2002
 HX2002  VERT ORDER  -  SECOND    CLASS 0
 HX2002
 HX2002.The horizontal coordinates were scaled from a topographic map and have
 HX2002.an estimated accuracy of +/- 6 seconds.
 HX2002
 HX2002.The orthometric height was determined by differential leveling
 HX2002.and adjusted by the National Geodetic Survey in June 1991..
 HX2002
 HX2002.The geoid height was determined by GEOID03.
 HX2002
 HX2002.The dynamic height is computed by dividing the NAVD 88
 HX2002.geopotential number by the normal gravity value computed on the
 HX2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2002.degrees latitude (g = 980.6199 gals.).
 HX2002
 HX2002.The modeled gravity was interpolated from observed gravity values.
 HX2002
 HX2002;                    North         East    Units  Estimated Accuracy
 HX2002;SPC WV S     -   125,290.      595,980.      MT  (+/- 180 meters Scaled)
 HX2002
 HX2002                          SUPERSEDED SURVEY CONTROL
 HX2002
 HX2002  NGVD 29 (??/??/92)  491.166  (m)         1611.43   (f) ADJ UNCH    2 0
 HX2002
 HX2002.Superseded values are not recommended for survey control.
 HX2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2002.See file dsdata.txt to determine how the superseded data were derived.
 HX2002
 HX2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC959201(NAD 83)
 HX2002_MARKER: DB = BENCH MARK DISK
 HX2002_SETTING: 66 = SET IN ROCK OUTCROP
 HX2002_SP_SET: ROCK CUT
 HX2002_STAMPING: E 219 1961
 HX2002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2002+STABILITY: POSITION/ELEVATION WELL
 HX2002
 HX2002  HISTORY     - Date     Condition        Report By
 HX2002  HISTORY     - 1961     MONUMENTED       CGS
 HX2002
 HX2002                          STATION DESCRIPTION
 HX2002
 HX2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2002'3.2 MI SE FROM ANSTED.
 HX2002'ABOUT 3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX2002'HIGH SCHOOL AT ANSTED, SET VERTICALLY IN THE SOUTH FACE OF A
 HX2002'ROCK CUT NEAR THE MT. COVE MISSIONARY BAPTIST CHURCH, 24 FEET
 HX2002'NORTH OF THE CENTER LINE OF THE HIGHWAY, 61 FEET SOUTHWEST OF
 HX2002'THE SOUTHWEST CORNER OF THE CHURCH, 40 FEET EAST OF THE DRIVE
 HX2002'LEADING TO THE CHURCH, AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0506 ***********************************************************************
 JX0506  DESIGNATION -  E 22
 JX0506  PID         -  JX0506
 JX0506  STATE/COUNTY-  WV/MARSHALL
 JX0506  USGS QUAD   -  GLEN EASTON (1976)
 JX0506
 JX0506                         *CURRENT SURVEY CONTROL
 JX0506  ___________________________________________________________________
 JX0506* NAD 83(1986)-  39 50 48.     (N)    080 41 12.     (W)     SCALED    
 JX0506* NAVD 88     -       257.832  (meters)     845.90   (feet)  ADJUSTED  
 JX0506  ___________________________________________________________________
 JX0506  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX0506  DYNAMIC HT  -         257.685 (meters)     845.42  (feet)  COMP
 JX0506  MODELED GRAV-     980,050.5   (mgal)                       NAVD 88
 JX0506
 JX0506  VERT ORDER  -  FIRST     CLASS II
 JX0506
 JX0506.The horizontal coordinates were scaled from a topographic map and have
 JX0506.an estimated accuracy of +/- 6 seconds.
 JX0506
 JX0506.The orthometric height was determined by differential leveling
 JX0506.and adjusted by the National Geodetic Survey in June 1991..
 JX0506
 JX0506.The geoid height was determined by GEOID03.
 JX0506
 JX0506.The dynamic height is computed by dividing the NAVD 88
 JX0506.geopotential number by the normal gravity value computed on the
 JX0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0506.degrees latitude (g = 980.6199 gals.).
 JX0506
 JX0506.The modeled gravity was interpolated from observed gravity values.
 JX0506
 JX0506;                    North         East    Units  Estimated Accuracy
 JX0506;SPC WV N     -   150,180.      498,450.      MT  (+/- 180 meters Scaled)
 JX0506
 JX0506                          SUPERSEDED SURVEY CONTROL
 JX0506
 JX0506  NGVD 29 (??/??/92)  257.974  (m)          846.37   (f) ADJ UNCH    1 2
 JX0506
 JX0506.Superseded values are not recommended for survey control.
 JX0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0506.See file dsdata.txt to determine how the superseded data were derived.
 JX0506
 JX0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE268107(NAD 83)
 JX0506_MARKER: DB = BENCH MARK DISK
 JX0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0506_SP_SET: WALL
 JX0506_STAMPING: E 22 1935
 JX0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0506
 JX0506  HISTORY     - Date     Condition        Report By
 JX0506  HISTORY     - 1935     MONUMENTED       CGS
 JX0506
 JX0506                          STATION DESCRIPTION
 JX0506
 JX0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0506'1.8 MI SE FROM ROSEBY ROCK.
 JX0506'1.8 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0506'THE STATION AT ROSEBY ROCK, MARSHALL COUNTY, NEAR POLE 360+15,
 JX0506'AT THE WEST END OF A RAILROAD TUNNEL, IN THE CENTER OF THE
 JX0506'FACE OF THE NORTH CONCRETE WING WALL, 10 FEET NORTH OF THE
 JX0506'NORTH RAIL, AND ABOUT 3-1/2 FEET HIGHER THAN THE GROUND.  A
 JX0506'STANDARD DISK, STAMPED E 22 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1963 ***********************************************************************
 HX1963  DESIGNATION -  E 220
 HX1963  PID         -  HX1963
 HX1963  STATE/COUNTY-  WV/FAYETTE
 HX1963  USGS QUAD   -  ANSTED (1976)
 HX1963
 HX1963                         *CURRENT SURVEY CONTROL
 HX1963  ___________________________________________________________________
 HX1963* NAD 83(1986)-  38 11 45.     (N)    081 00 44.     (W)     SCALED    
 HX1963* NAVD 88     -       443.516  (meters)    1455.10   (feet)  ADJUSTED  
 HX1963  ___________________________________________________________________
 HX1963  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HX1963  DYNAMIC HT  -         443.187 (meters)    1454.02  (feet)  COMP
 HX1963  MODELED GRAV-     979,872.3   (mgal)                       NAVD 88
 HX1963
 HX1963  VERT ORDER  -  SECOND    CLASS 0
 HX1963
 HX1963.The horizontal coordinates were scaled from a topographic map and have
 HX1963.an estimated accuracy of +/- 6 seconds.
 HX1963
 HX1963.The orthometric height was determined by differential leveling
 HX1963.and adjusted by the National Geodetic Survey in June 1991..
 HX1963
 HX1963.The geoid height was determined by GEOID03.
 HX1963
 HX1963.The dynamic height is computed by dividing the NAVD 88
 HX1963.geopotential number by the normal gravity value computed on the
 HX1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1963.degrees latitude (g = 980.6199 gals.).
 HX1963
 HX1963.The modeled gravity was interpolated from observed gravity values.
 HX1963
 HX1963;                    North         East    Units  Estimated Accuracy
 HX1963;SPC WV S     -   132,720.      598,930.      MT  (+/- 180 meters Scaled)
 HX1963
 HX1963                          SUPERSEDED SURVEY CONTROL
 HX1963
 HX1963  NGVD 29 (??/??/92)  443.695  (m)         1455.69   (f) ADJ UNCH    2 0
 HX1963
 HX1963.Superseded values are not recommended for survey control.
 HX1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1963.See file dsdata.txt to determine how the superseded data were derived.
 HX1963
 HX1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC989275(NAD 83)
 HX1963_MARKER: DB = BENCH MARK DISK
 HX1963_SETTING: 66 = SET IN ROCK OUTCROP
 HX1963_SP_SET: ROCK OUTCROP
 HX1963_STAMPING: E 220 1961
 HX1963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1963+STABILITY: POSITION/ELEVATION WELL
 HX1963
 HX1963  HISTORY     - Date     Condition        Report By
 HX1963  HISTORY     - 1961     MONUMENTED       CGS
 HX1963
 HX1963                          STATION DESCRIPTION
 HX1963
 HX1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1963'10.1 MI NE FROM ANSTED.
 HX1963'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1963'HIGH SCHOOL AT ANSTED, THENCE 7.9 MILES NORTHEAST ALONG A BLACK
 HX1963'TOP ROAD, THENCE 0.8 MILE NORTHWEST ALONG THE OLD ABANDONED WOODS
 HX1963'FERRY ROAD, SET ON THE TOP OF A LARGE FLAT ROCK OUTCROP, NEAR THE
 HX1963'JUNCTION OF A DRIVE LEADING SOUTH-SOUTHWEST, 10 FEET SOUTHWEST
 HX1963'OF THE CENTER LINE OF THE WOODS FERRY ROAD, 13 FEET NORTHEAST OF A
 HX1963'ROCK FENCE, 26 FEET SOUTHEAST OF THE CENTER OF A WOODEN GATE IN THE
 HX1963'DRIVEWAY LEADING TO A RED WOODEN FRAME HOUSE, AND ABOUT LEVEL WITH
 HX1963'THE ROAD AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1161 ***********************************************************************
 HX1161  DESIGNATION -  E 221
 HX1161  PID         -  HX1161
 HX1161  STATE/COUNTY-  WV/NICHOLAS
 HX1161  USGS QUAD   -  MOUNT NEBO (1976)
 HX1161
 HX1161                         *CURRENT SURVEY CONTROL
 HX1161  ___________________________________________________________________
 HX1161* NAD 83(1986)-  38 12 43.     (N)    080 51 16.     (W)     SCALED    
 HX1161* NAVD 88     -       585.508  (meters)    1920.95   (feet)  ADJUSTED  
 HX1161  ___________________________________________________________________
 HX1161  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HX1161  DYNAMIC HT  -         585.054 (meters)    1919.46  (feet)  COMP
 HX1161  MODELED GRAV-     979,835.3   (mgal)                       NAVD 88
 HX1161
 HX1161  VERT ORDER  -  SECOND    CLASS 0
 HX1161
 HX1161.The horizontal coordinates were scaled from a topographic map and have
 HX1161.an estimated accuracy of +/- 6 seconds.
 HX1161
 HX1161.The orthometric height was determined by differential leveling
 HX1161.and adjusted by the National Geodetic Survey in June 1991..
 HX1161
 HX1161.The geoid height was determined by GEOID03.
 HX1161
 HX1161.The dynamic height is computed by dividing the NAVD 88
 HX1161.geopotential number by the normal gravity value computed on the
 HX1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1161.degrees latitude (g = 980.6199 gals.).
 HX1161
 HX1161.The modeled gravity was interpolated from observed gravity values.
 HX1161
 HX1161;                    North         East    Units  Estimated Accuracy
 HX1161;SPC WV S     -   134,520.      612,750.      MT  (+/- 180 meters Scaled)
 HX1161
 HX1161                          SUPERSEDED SURVEY CONTROL
 HX1161
 HX1161  NGVD 29 (??/??/92)  585.667  (m)         1921.48   (f) ADJ UNCH    2 0
 HX1161
 HX1161.Superseded values are not recommended for survey control.
 HX1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1161.See file dsdata.txt to determine how the superseded data were derived.
 HX1161
 HX1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC127293(NAD 83)
 HX1161_MARKER: DB = BENCH MARK DISK
 HX1161_SETTING: 66 = SET IN ROCK OUTCROP
 HX1161_SP_SET: ROCK CUT
 HX1161_STAMPING: E 221 1961
 HX1161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1161+STABILITY: POSITION/ELEVATION WELL
 HX1161
 HX1161  HISTORY     - Date     Condition        Report By
 HX1161  HISTORY     - 1961     MONUMENTED       CGS
 HX1161
 HX1161                          STATION DESCRIPTION
 HX1161
 HX1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1161'6 MI S FROM SUMMERSVILLE.
 HX1161'ABOUT 5.95 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1161'AT SUMMERSVILLE, ABOUT 0.25 MILE NORTH OF THE GRADE SCHOOL AT
 HX1161'MT. NEBO, SET VERTICALLY IN THE EAST FACE OF A ROCK CUT OF A ROCK
 HX1161'CUT THAT IS ABOUT 70 YARDS LONG AND ON A STEEP HILL, 11 FEET WEST
 HX1161'OF THE CENTER LINE OF THE HIGHWAY, 42 FEET NORTH OF THE SOUTH
 HX1161'END OF THE ROCK CUT, 180 FEET SOUTH OF THE SOUTH END OF THE WEST
 HX1161'HEADWALL OF A 30-INCH PIPE CULVERT UNDER THE HIGHWAY AND 1 FOOT
 HX1161'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1186 ***********************************************************************
 HX1186  DESIGNATION -  E 222
 HX1186  PID         -  HX1186
 HX1186  STATE/COUNTY-  WV/FAYETTE
 HX1186  USGS QUAD   -  WINONA (1976)
 HX1186
 HX1186                         *CURRENT SURVEY CONTROL
 HX1186  ___________________________________________________________________
 HX1186* NAD 83(1986)-  38 03 42.     (N)    080 55 07.     (W)     SCALED    
 HX1186* NAVD 88     -       599.119  (meters)    1965.61   (feet)  ADJUSTED  
 HX1186  ___________________________________________________________________
 HX1186  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HX1186  DYNAMIC HT  -         598.643 (meters)    1964.05  (feet)  COMP
 HX1186  MODELED GRAV-     979,816.6   (mgal)                       NAVD 88
 HX1186
 HX1186  VERT ORDER  -  SECOND    CLASS 0
 HX1186
 HX1186.The horizontal coordinates were scaled from a topographic map and have
 HX1186.an estimated accuracy of +/- 6 seconds.
 HX1186
 HX1186.The orthometric height was determined by differential leveling
 HX1186.and adjusted by the National Geodetic Survey in June 1991..
 HX1186
 HX1186.The geoid height was determined by GEOID03.
 HX1186
 HX1186.The dynamic height is computed by dividing the NAVD 88
 HX1186.geopotential number by the normal gravity value computed on the
 HX1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1186.degrees latitude (g = 980.6199 gals.).
 HX1186
 HX1186.The modeled gravity was interpolated from observed gravity values.
 HX1186
 HX1186;                    North         East    Units  Estimated Accuracy
 HX1186;SPC WV S     -   117,840.      607,140.      MT  (+/- 180 meters Scaled)
 HX1186
 HX1186                          SUPERSEDED SURVEY CONTROL
 HX1186
 HX1186  NGVD 29 (??/??/92)  599.277  (m)         1966.13   (f) ADJ UNCH    2 0
 HX1186
 HX1186.Superseded values are not recommended for survey control.
 HX1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1186.See file dsdata.txt to determine how the superseded data were derived.
 HX1186
 HX1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC071126(NAD 83)
 HX1186_MARKER: DB = BENCH MARK DISK
 HX1186_SETTING: 66 = SET IN ROCK OUTCROP
 HX1186_SP_SET: ROCK OUTCROP
 HX1186_STAMPING: E 222 1961
 HX1186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1186+STABILITY: POSITION/ELEVATION WELL
 HX1186
 HX1186  HISTORY     - Date     Condition        Report By
 HX1186  HISTORY     - 1961     MONUMENTED       CGS
 HX1186
 HX1186                          STATION DESCRIPTION
 HX1186
 HX1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1186'4.8 MI SW FROM NALLEN.
 HX1186'ABOUT 4.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE CENTER
 HX1186'OF THE MEADOW RIVER BRIDGE AT NALLEN, 0.95 MILE NORTHEAST OF
 HX1186'THE JUNCTION OF U.S. HIGHWAY 60, SET ON THE TOP OF A 10-BY-4
 HX1186'FOOT OUTCROP THAT IS IN A SMALL OPEN PASTURE BETWEEN THE HIGHWAY
 HX1186'AND BRACKENS CREEK, 114 FEET NORTHWEST OF THE CENTER LINE OF THE
 HX1186'HIGHWAY, 57 FEET EAST OF THE EAST BANK OF BRACKENS CREEK, 96 FEET
 HX1186'NORTHWEST OF POWER LINE POLE NO. 494D10, 2 FEET WEST OF THE EAST
 HX1186'END OF THE OUTCROP AND 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1130 ***********************************************************************
 HX1130  DESIGNATION -  E 223
 HX1130  PID         -  HX1130
 HX1130  STATE/COUNTY-  WV/NICHOLAS
 HX1130  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1130
 HX1130                         *CURRENT SURVEY CONTROL
 HX1130  ___________________________________________________________________
 HX1130* NAD 83(1986)-  38 13 51.     (N)    080 59 01.     (W)     SCALED    
 HX1130* NAVD 88     -       443.134  (meters)    1453.85   (feet)  ADJUSTED  
 HX1130  ___________________________________________________________________
 HX1130  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 HX1130  DYNAMIC HT  -         442.811 (meters)    1452.79  (feet)  COMP
 HX1130  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 HX1130
 HX1130  VERT ORDER  -  SECOND    CLASS 0
 HX1130
 HX1130.The horizontal coordinates were scaled from a topographic map and have
 HX1130.an estimated accuracy of +/- 6 seconds.
 HX1130
 HX1130.The orthometric height was determined by differential leveling
 HX1130.and adjusted by the National Geodetic Survey in June 1991..
 HX1130
 HX1130.The geoid height was determined by GEOID03.
 HX1130
 HX1130.The dynamic height is computed by dividing the NAVD 88
 HX1130.geopotential number by the normal gravity value computed on the
 HX1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1130.degrees latitude (g = 980.6199 gals.).
 HX1130
 HX1130.The modeled gravity was interpolated from observed gravity values.
 HX1130
 HX1130;                    North         East    Units  Estimated Accuracy
 HX1130;SPC WV S     -   136,610.      601,440.      MT  (+/- 180 meters Scaled)
 HX1130
 HX1130                          SUPERSEDED SURVEY CONTROL
 HX1130
 HX1130  NGVD 29 (??/??/92)  443.315  (m)         1454.44   (f) ADJ UNCH    2 0
 HX1130
 HX1130.Superseded values are not recommended for survey control.
 HX1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1130.See file dsdata.txt to determine how the superseded data were derived.
 HX1130
 HX1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC014314(NAD 83)
 HX1130_MARKER: DB = BENCH MARK DISK
 HX1130_SETTING: 66 = SET IN ROCK OUTCROP
 HX1130_SP_SET: ROCK OUTCROP
 HX1130_STAMPING: E 223 1961
 HX1130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1130+STABILITY: POSITION/ELEVATION WELL
 HX1130
 HX1130  HISTORY     - Date     Condition        Report By
 HX1130  HISTORY     - 1961     MONUMENTED       CGS
 HX1130
 HX1130                          STATION DESCRIPTION
 HX1130
 HX1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1130'3.8 MI SE FROM DRENNEN.
 HX1130'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HX1130'OF STATE HIGHWAY 39 AT DRENNEN, THENCE 2.15 MILES SOUTH ALONG
 HX1130'A GRADED ROAD, THENCE 0.4 MILE EAST ALONG A NARROW WOODS ROAD,
 HX1130'NEAR THE OLD BACKUS SCHOOL HOUSE, SET ON THE TOP OF THE NORTH
 HX1130'END OF A LARGE FLAT OUTCROP THAT EXTENDS ALL THE WAY ACROSS THE
 HX1130'ROAD, 28 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 81 FEET
 HX1130'NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF THE
 HX1130'SCHOOL BUILDING, 85 FEET NORTHEAST AND ACROSS THE ROAD FROM
 HX1130'THE SCHOOL WELL PUMP, 4 FEET SOUTHEAST OF THE NORTHWEST EDGE OF
 HX1130'THE ROCK AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1443 ***********************************************************************
 HX1443  DESIGNATION -  E 224
 HX1443  PID         -  HX1443
 HX1443  STATE/COUNTY-  WV/FAYETTE
 HX1443  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1443
 HX1443                         *CURRENT SURVEY CONTROL
 HX1443  ___________________________________________________________________
 HX1443* NAD 83(1986)-  38 07 57.     (N)    080 54 39.     (W)     SCALED    
 HX1443* NAVD 88     -       531.143  (meters)    1742.59   (feet)  ADJUSTED  
 HX1443  ___________________________________________________________________
 HX1443  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HX1443  DYNAMIC HT  -         530.730 (meters)    1741.24  (feet)  COMP
 HX1443  MODELED GRAV-     979,836.5   (mgal)                       NAVD 88
 HX1443
 HX1443  VERT ORDER  -  SECOND    CLASS 0
 HX1443
 HX1443.The horizontal coordinates were scaled from a topographic map and have
 HX1443.an estimated accuracy of +/- 6 seconds.
 HX1443
 HX1443.The orthometric height was determined by differential leveling
 HX1443.and adjusted by the National Geodetic Survey in June 1991..
 HX1443
 HX1443.The geoid height was determined by GEOID03.
 HX1443
 HX1443.The dynamic height is computed by dividing the NAVD 88
 HX1443.geopotential number by the normal gravity value computed on the
 HX1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1443.degrees latitude (g = 980.6199 gals.).
 HX1443
 HX1443.The modeled gravity was interpolated from observed gravity values.
 HX1443
 HX1443;                    North         East    Units  Estimated Accuracy
 HX1443;SPC WV S     -   125,700.      607,820.      MT  (+/- 180 meters Scaled)
 HX1443
 HX1443                          SUPERSEDED SURVEY CONTROL
 HX1443
 HX1443  NGVD 29 (??/??/92)  531.305  (m)         1743.12   (f) ADJ UNCH    2 0
 HX1443
 HX1443.Superseded values are not recommended for survey control.
 HX1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1443.See file dsdata.txt to determine how the superseded data were derived.
 HX1443
 HX1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC078205(NAD 83)
 HX1443_MARKER: DB = BENCH MARK DISK
 HX1443_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1443_SP_SET: UNSPECIFIED ROCK
 HX1443_STAMPING: E 224 1961
 HX1443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1443
 HX1443  HISTORY     - Date     Condition        Report By
 HX1443  HISTORY     - 1961     MONUMENTED       CGS
 HX1443
 HX1443                          STATION DESCRIPTION
 HX1443
 HX1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1443'4.7 MI NW FROM NALLEN.
 HX1443'ABOUT 4.7 MILES NORTHWEST ALONG THE NICHOLAS, GREENBRIER AND
 HX1443'FAYETTE RAILROAD FROM THE STATION AT NALLEN, 0.2 MILE NORTHWEST
 HX1443'OF A 30 FOOT BRIDGE (BRIDGE NO. 437 OVER GLADE CREEK), AT A 40
 HX1443'FOOT LONG CUT, SET VERTICALLY IN THE WEST FACE OF A 10-BY-5 FOOT
 HX1443'ROCK, AT THE INSIDE OF A CURVE, 9 FEET EAST OF THE EAST RAIL,
 HX1443'64 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILEPOST 44, 12 FEET
 HX1443'NORTH OF THE SOUTH END OF THE CUT, 3 1/2 FEET SOUTH OF THE NORTH
 HX1443'END OF THE ROCK AND 1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1108 ***********************************************************************
 HX1108  DESIGNATION -  E 225
 HX1108  PID         -  HX1108
 HX1108  STATE/COUNTY-  WV/NICHOLAS
 HX1108  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1108
 HX1108                         *CURRENT SURVEY CONTROL
 HX1108  ___________________________________________________________________
 HX1108* NAD 83(1986)-  38 18 53.     (N)    080 41 18.     (W)     SCALED    
 HX1108* NAVD 88     -       689.732  (meters)    2262.90   (feet)  ADJUSTED  
 HX1108  ___________________________________________________________________
 HX1108  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 HX1108  DYNAMIC HT  -         689.193 (meters)    2261.13  (feet)  COMP
 HX1108  MODELED GRAV-     979,823.8   (mgal)                       NAVD 88
 HX1108
 HX1108  VERT ORDER  -  SECOND    CLASS 0
 HX1108
 HX1108.The horizontal coordinates were scaled from a topographic map and have
 HX1108.an estimated accuracy of +/- 6 seconds.
 HX1108
 HX1108.The orthometric height was determined by differential leveling
 HX1108.and adjusted by the National Geodetic Survey in June 1991..
 HX1108
 HX1108.The geoid height was determined by GEOID03.
 HX1108
 HX1108.The dynamic height is computed by dividing the NAVD 88
 HX1108.geopotential number by the normal gravity value computed on the
 HX1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1108.degrees latitude (g = 980.6199 gals.).
 HX1108
 HX1108.The modeled gravity was interpolated from observed gravity values.
 HX1108
 HX1108;                    North         East    Units  Estimated Accuracy
 HX1108;SPC WV S     -   145,970.      627,260.      MT  (+/- 180 meters Scaled)
 HX1108
 HX1108                          SUPERSEDED SURVEY CONTROL
 HX1108
 HX1108  NGVD 29 (??/??/92)  689.875  (m)         2263.36   (f) ADJ UNCH    2 0
 HX1108
 HX1108.Superseded values are not recommended for survey control.
 HX1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1108.See file dsdata.txt to determine how the superseded data were derived.
 HX1108
 HX1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC272407(NAD 83)
 HX1108_MARKER: DB = BENCH MARK DISK
 HX1108_SETTING: 66 = SET IN ROCK OUTCROP
 HX1108_SP_SET: ROCK LEDGE
 HX1108_STAMPING: E 225 1961
 HX1108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1108+STABILITY: POSITION/ELEVATION WELL
 HX1108
 HX1108  HISTORY     - Date     Condition        Report By
 HX1108  HISTORY     - 1961     MONUMENTED       CGS
 HX1108
 HX1108                          STATION DESCRIPTION
 HX1108
 HX1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1108'4.5 MI SW FROM CRAIGSVILLE.
 HX1108'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 41 FROM THE JUNCTION
 HX1108'OF STATE HIGHWAY 20 AT CRAIGSVILLE, THENCE 2.5 MILES SOUTHWEST
 HX1108'ALONG A BLACK TOP ROAD, 1.3 MILES SOUTHWEST OF THE ALDERSON
 HX1108'MISSIONARY BAPTIST CHURCH AND CEMETERY, 89 YARDS SOUTHWEST OF
 HX1108'THE SOUTHWEST CORNER OF A 20-FOOT WOODEN BRIDGE OVER GRANNY
 HX1108'RUN, SET ON THE TOP OF A LOW LONG ROCK LEDGE, 21 FEET SOUTHEAST
 HX1108'OF THE CENTER LINE OF THE ROAD, 27 FEET SOUTHWEST OF TELEPHONE
 HX1108'POLE NO. 41422, 4 FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK
 HX1108'AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1245 ***********************************************************************
 HX1245  DESIGNATION -  E 226
 HX1245  PID         -  HX1245
 HX1245  STATE/COUNTY-  WV/NICHOLAS
 HX1245  USGS QUAD   -  NETTIE (1995)
 HX1245
 HX1245                         *CURRENT SURVEY CONTROL
 HX1245  ___________________________________________________________________
 HX1245* NAD 83(1986)-  38 13 27.     (N)    080 41 05.     (W)     SCALED    
 HX1245* NAVD 88     -       837.217  (meters)    2746.77   (feet)  ADJUSTED  
 HX1245  ___________________________________________________________________
 HX1245  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX1245  DYNAMIC HT  -         836.536 (meters)    2744.54  (feet)  COMP
 HX1245  MODELED GRAV-     979,787.1   (mgal)                       NAVD 88
 HX1245
 HX1245  VERT ORDER  -  SECOND    CLASS 0
 HX1245
 HX1245.The horizontal coordinates were scaled from a topographic map and have
 HX1245.an estimated accuracy of +/- 6 seconds.
 HX1245
 HX1245.The orthometric height was determined by differential leveling
 HX1245.and adjusted by the National Geodetic Survey in June 1991..
 HX1245
 HX1245.The geoid height was determined by GEOID03.
 HX1245
 HX1245.The dynamic height is computed by dividing the NAVD 88
 HX1245.geopotential number by the normal gravity value computed on the
 HX1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1245.degrees latitude (g = 980.6199 gals.).
 HX1245
 HX1245.The modeled gravity was interpolated from observed gravity values.
 HX1245
 HX1245;                    North         East    Units  Estimated Accuracy
 HX1245;SPC WV S     -   135,920.      627,610.      MT  (+/- 180 meters Scaled)
 HX1245
 HX1245                          SUPERSEDED SURVEY CONTROL
 HX1245
 HX1245  NGVD 29 (??/??/92)  837.348  (m)         2747.20   (f) ADJ UNCH    2 0
 HX1245
 HX1245.Superseded values are not recommended for survey control.
 HX1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1245.See file dsdata.txt to determine how the superseded data were derived.
 HX1245
 HX1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC275307(NAD 83)
 HX1245_MARKER: DB = BENCH MARK DISK
 HX1245_SETTING: 66 = SET IN ROCK OUTCROP
 HX1245_SP_SET: ROCK OUTCROP
 HX1245_STAMPING: E 226 1961
 HX1245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1245+STABILITY: POSITION/ELEVATION WELL
 HX1245
 HX1245  HISTORY     - Date     Condition        Report By
 HX1245  HISTORY     - 1961     MONUMENTED       CGS
 HX1245
 HX1245                          STATION DESCRIPTION
 HX1245
 HX1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1245'AT NETTIE.
 HX1245'AT NETTIE, ABOUT 130 YARDS EAST ALONG STATE HIGHWAY 39 FROM THE
 HX1245'JUNCTION OF STATE HIGHWAY 20 AT NETTIE, SET IN THE TOP OF A
 HX1245'LONG FLAT OUTCROP THAT IS 40 FEET LONG AND 3 FEET WIDE, 19 FEET
 HX1245'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET WEST OF THE EAST
 HX1245'END OF THE ROCK, 1 FOOT SOUTH OF THE NORTH EDGE OF THE ROCK AND 1
 HX1245'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1121 ***********************************************************************
 HX1121  DESIGNATION -  E 227
 HX1121  PID         -  HX1121
 HX1121  STATE/COUNTY-  WV/NICHOLAS
 HX1121  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1121
 HX1121                         *CURRENT SURVEY CONTROL
 HX1121  ___________________________________________________________________
 HX1121* NAD 83(1986)-  38 15 23.     (N)    080 36 04.     (W)     SCALED    
 HX1121* NAVD 88     -       620.404  (meters)    2035.44   (feet)  ADJUSTED  
 HX1121  ___________________________________________________________________
 HX1121  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX1121  DYNAMIC HT  -         619.917 (meters)    2033.84  (feet)  COMP
 HX1121  MODELED GRAV-     979,823.5   (mgal)                       NAVD 88
 HX1121
 HX1121  VERT ORDER  -  SECOND    CLASS 0
 HX1121
 HX1121.The horizontal coordinates were scaled from a topographic map and have
 HX1121.an estimated accuracy of +/- 6 seconds.
 HX1121
 HX1121.The orthometric height was determined by differential leveling
 HX1121.and adjusted by the National Geodetic Survey in June 1991..
 HX1121
 HX1121.The geoid height was determined by GEOID03.
 HX1121
 HX1121.The dynamic height is computed by dividing the NAVD 88
 HX1121.geopotential number by the normal gravity value computed on the
 HX1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1121.degrees latitude (g = 980.6199 gals.).
 HX1121
 HX1121.The modeled gravity was interpolated from observed gravity values.
 HX1121
 HX1121;                    North         East    Units  Estimated Accuracy
 HX1121;SPC WV S     -   139,520.      634,910.      MT  (+/- 180 meters Scaled)
 HX1121
 HX1121                          SUPERSEDED SURVEY CONTROL
 HX1121
 HX1121  NGVD 29 (??/??/92)  620.545  (m)         2035.90   (f) ADJ UNCH    2 0
 HX1121
 HX1121.Superseded values are not recommended for survey control.
 HX1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1121.See file dsdata.txt to determine how the superseded data were derived.
 HX1121
 HX1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC348343(NAD 83)
 HX1121_MARKER: DB = BENCH MARK DISK
 HX1121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1121_SP_SET: ABUTMENT
 HX1121_STAMPING: E 227 1961
 HX1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1121
 HX1121  HISTORY     - Date     Condition        Report By
 HX1121  HISTORY     - 1961     MONUMENTED       CGS
 HX1121
 HX1121                          STATION DESCRIPTION
 HX1121
 HX1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1121'AT HOLCOMB.
 HX1121'AT HOLCOMB, SET ON TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 HX1121'CONCRETE ABUTMENT OF THE STATE HIGHWAY 20 BRIDGE OVER CHERRY
 HX1121'RIVER, 10 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HX1121'3 1/2 FEET NORTH OF THE SOUTH END OF THE ABUTMENT AND 1/2 FOOT
 HX1121'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1093 ***********************************************************************
 HX1093  DESIGNATION -  E 228
 HX1093  PID         -  HX1093
 HX1093  STATE/COUNTY-  WV/NICHOLAS
 HX1093  USGS QUAD   -  GILBOA (1976)
 HX1093
 HX1093                         *CURRENT SURVEY CONTROL
 HX1093  ___________________________________________________________________
 HX1093* NAD 83(1986)-  38 16 45.     (N)    080 58 32.     (W)     SCALED    
 HX1093* NAVD 88     -       355.023  (meters)    1164.77   (feet)  ADJUSTED  
 HX1093  ___________________________________________________________________
 HX1093  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HX1093  DYNAMIC HT  -         354.767 (meters)    1163.93  (feet)  COMP
 HX1093  MODELED GRAV-     979,898.3   (mgal)                       NAVD 88
 HX1093
 HX1093  VERT ORDER  -  SECOND    CLASS 0
 HX1093
 HX1093.The horizontal coordinates were scaled from a topographic map and have
 HX1093.an estimated accuracy of +/- 6 seconds.
 HX1093
 HX1093.The orthometric height was determined by differential leveling
 HX1093.and adjusted by the National Geodetic Survey in June 1991..
 HX1093
 HX1093.The geoid height was determined by GEOID03.
 HX1093
 HX1093.The dynamic height is computed by dividing the NAVD 88
 HX1093.geopotential number by the normal gravity value computed on the
 HX1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1093.degrees latitude (g = 980.6199 gals.).
 HX1093
 HX1093.The modeled gravity was interpolated from observed gravity values.
 HX1093
 HX1093;                    North         East    Units  Estimated Accuracy
 HX1093;SPC WV S     -   141,970.      602,140.      MT  (+/- 180 meters Scaled)
 HX1093
 HX1093                          SUPERSEDED SURVEY CONTROL
 HX1093
 HX1093  NGVD 29 (??/??/92)  355.201  (m)         1165.36   (f) ADJ UNCH    2 0
 HX1093
 HX1093.Superseded values are not recommended for survey control.
 HX1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1093.See file dsdata.txt to determine how the superseded data were derived.
 HX1093
 HX1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC021367(NAD 83)
 HX1093_MARKER: DB = BENCH MARK DISK
 HX1093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1093_SP_SET: PIER
 HX1093_STAMPING: E 228 1961
 HX1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1093
 HX1093  HISTORY     - Date     Condition        Report By
 HX1093  HISTORY     - 1961     MONUMENTED       CGS
 HX1093
 HX1093                          STATION DESCRIPTION
 HX1093
 HX1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1093'1.6 MI NE FROM DRENNEN.
 HX1093'ABOUT 1.6 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1093'OFFICE AT DRENNEN, 0.5 MILE SOUTHWEST OF THE SALEM BAPTIST
 HX1093'CHURCH, 0.25 MILE EAST OF THE JUNCTION OF JERRY FORK ROAD, SET
 HX1093'VERTICALLY IN THE WEST FACE OF THE FIRST PIER SOUTHEAST OF THE
 HX1093'HIGHWAY AND UNDER A RAILROAD OVERPASS OVER THE HIGHWAY, 27 FEET
 HX1093'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF THE
 HX1093'NORTHWEST CORNER OF THE PIER AND 3 FEET ABOVE THE LEVEL OF THE
 HX1093'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1300 ***********************************************************************
 HX1300  DESIGNATION -  E 229
 HX1300  PID         -  HX1300
 HX1300  STATE/COUNTY-  WV/NICHOLAS
 HX1300  USGS QUAD   -  NETTIE (1995)
 HX1300
 HX1300                         *CURRENT SURVEY CONTROL
 HX1300  ___________________________________________________________________
 HX1300* NAD 83(1986)-  38 13 04.     (N)    080 41 10.     (W)     SCALED    
 HX1300* NAVD 88     -       842.232  (meters)    2763.22   (feet)  ADJUSTED  
 HX1300  ___________________________________________________________________
 HX1300  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX1300  DYNAMIC HT  -         841.548 (meters)    2760.98  (feet)  COMP
 HX1300  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 HX1300
 HX1300  VERT ORDER  -  SECOND    CLASS 0
 HX1300
 HX1300.The horizontal coordinates were scaled from a topographic map and have
 HX1300.an estimated accuracy of +/- 6 seconds.
 HX1300
 HX1300.The orthometric height was determined by differential leveling
 HX1300.and adjusted by the National Geodetic Survey in June 1991..
 HX1300
 HX1300.The geoid height was determined by GEOID03.
 HX1300
 HX1300.The dynamic height is computed by dividing the NAVD 88
 HX1300.geopotential number by the normal gravity value computed on the
 HX1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1300.degrees latitude (g = 980.6199 gals.).
 HX1300
 HX1300.The modeled gravity was interpolated from observed gravity values.
 HX1300
 HX1300;                    North         East    Units  Estimated Accuracy
 HX1300;SPC WV S     -   135,210.      627,490.      MT  (+/- 180 meters Scaled)
 HX1300
 HX1300                          SUPERSEDED SURVEY CONTROL
 HX1300
 HX1300  NGVD 29 (??/??/92)  842.364  (m)         2763.66   (f) ADJ UNCH    2 0
 HX1300
 HX1300.Superseded values are not recommended for survey control.
 HX1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1300.See file dsdata.txt to determine how the superseded data were derived.
 HX1300
 HX1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC274300(NAD 83)
 HX1300_MARKER: DB = BENCH MARK DISK
 HX1300_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1300_SP_SET: UNSPECIFIED ROCK
 HX1300_STAMPING: E 229 1961
 HX1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1300
 HX1300  HISTORY     - Date     Condition        Report By
 HX1300  HISTORY     - 1961     MONUMENTED       CGS
 HX1300  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 HX1300
 HX1300                          STATION DESCRIPTION
 HX1300
 HX1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1300'0.4 MI S FROM NETTIE.
 HX1300'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 20 FROM ITS JUNCTION
 HX1300'WITH STATE HIGHWAY 39 AT NETTIE, 0.1 MILE SOUTH OF THE NETTIE
 HX1300'GRADED SCHOOL, 0.55 MILE NORTHWEST OF A CEMETERY ON THE EAST SIDE
 HX1300'OF THE HIGHWAY, ON THE TOP OF A LARGE ROCK THAT IS ABOUT 40 FEET
 HX1300'LONG AND 8 FEET HIGH, 75 YARDS SOUTHEAST AND ACROSS THE HIGHWAY
 HX1300'FROM THE SOUTHEAST CORNER OF THE GROVES DEPT. STORE, 24 FEET
 HX1300'EAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET EAST OF THE WEST
 HX1300'EDGE OF THE ROCK AND 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX1300
 HX1300                          STATION RECOVERY (1984)
 HX1300
 HX1300'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 HX1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0098 ***********************************************************************
 JX0098  DESIGNATION -  E 23
 JX0098  PID         -  JX0098
 JX0098  STATE/COUNTY-  WV/HARRISON
 JX0098  USGS QUAD   -  CLARKSBURG (1976)
 JX0098
 JX0098                         *CURRENT SURVEY CONTROL
 JX0098  ___________________________________________________________________
 JX0098* NAD 83(1986)-  39 21 36.     (N)    080 19 02.     (W)     SCALED    
 JX0098* NAVD 88     -       301.902  (meters)     990.49   (feet)  ADJUSTED  
 JX0098  ___________________________________________________________________
 JX0098  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JX0098  DYNAMIC HT  -         301.716 (meters)     989.88  (feet)  COMP
 JX0098  MODELED GRAV-     980,001.7   (mgal)                       NAVD 88
 JX0098
 JX0098  VERT ORDER  -  SECOND    CLASS 0
 JX0098
 JX0098.The horizontal coordinates were scaled from a topographic map and have
 JX0098.an estimated accuracy of +/- 6 seconds.
 JX0098
 JX0098.The orthometric height was determined by differential leveling
 JX0098.and adjusted by the National Geodetic Survey in June 1991..
 JX0098
 JX0098.The geoid height was determined by GEOID03.
 JX0098
 JX0098.The dynamic height is computed by dividing the NAVD 88
 JX0098.geopotential number by the normal gravity value computed on the
 JX0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0098.degrees latitude (g = 980.6199 gals.).
 JX0098
 JX0098.The modeled gravity was interpolated from observed gravity values.
 JX0098
 JX0098;                    North         East    Units  Estimated Accuracy
 JX0098;SPC WV N     -    95,800.      529,570.      MT  (+/- 180 meters Scaled)
 JX0098
 JX0098                          SUPERSEDED SURVEY CONTROL
 JX0098
 JX0098  NGVD 29 (??/??/92)  302.082  (m)          991.08   (f) ADJ UNCH    2 0
 JX0098
 JX0098.Superseded values are not recommended for survey control.
 JX0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0098.See file dsdata.txt to determine how the superseded data were derived.
 JX0098
 JX0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND588569(NAD 83)
 JX0098_MARKER: DB = BENCH MARK DISK
 JX0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0098_STAMPING: E 23 1935
 JX0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0098+STABILITY: SURFACE MOTION
 JX0098
 JX0098  HISTORY     - Date     Condition        Report By
 JX0098  HISTORY     - 1935     MONUMENTED       CGS
 JX0098  HISTORY     - 1956     POOR             USGS
 JX0098
 JX0098                          STATION DESCRIPTION
 JX0098
 JX0098'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JX0098'2 MI S FROM LUMBERPORT.
 JX0098'2.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0098'STATION AT LUMBERPORT, HARRISON COUNTY, 75 FEET WEST OF THE
 JX0098'JUNCTION OF U.S. HIGHWAY 19 AND STATE HIGHWAY 20, 30 FEET SOUTH
 JX0098'OF POLE 51/01, AND 20 FEET EAST OF THE EAST RAIL.  A STANDARD
 JX0098'DISK, STAMPED E 23 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1050 ***********************************************************************
 GX1050  DESIGNATION -  E 230
 GX1050  PID         -  GX1050
 GX1050  STATE/COUNTY-  WV/GREENBRIER
 GX1050  USGS QUAD   -  CORNSTALK (1981)
 GX1050
 GX1050                         *CURRENT SURVEY CONTROL
 GX1050  ___________________________________________________________________
 GX1050* NAD 83(1986)-  37 52 37.     (N)    080 35 29.     (W)     SCALED    
 GX1050* NAVD 88     -       637.363  (meters)    2091.08   (feet)  ADJUSTED  
 GX1050  ___________________________________________________________________
 GX1050  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX1050  DYNAMIC HT  -         636.825 (meters)    2089.32  (feet)  COMP
 GX1050  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GX1050
 GX1050  VERT ORDER  -  SECOND    CLASS 0
 GX1050
 GX1050.The horizontal coordinates were scaled from a topographic map and have
 GX1050.an estimated accuracy of +/- 6 seconds.
 GX1050
 GX1050.The orthometric height was determined by differential leveling
 GX1050.and adjusted by the National Geodetic Survey in June 1991..
 GX1050
 GX1050.The geoid height was determined by GEOID03.
 GX1050
 GX1050.The dynamic height is computed by dividing the NAVD 88
 GX1050.geopotential number by the normal gravity value computed on the
 GX1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1050.degrees latitude (g = 980.6199 gals.).
 GX1050
 GX1050.The modeled gravity was interpolated from observed gravity values.
 GX1050
 GX1050;                    North         East    Units  Estimated Accuracy
 GX1050;SPC WV S     -    97,410.      635,950.      MT  (+/- 180 meters Scaled)
 GX1050
 GX1050                          SUPERSEDED SURVEY CONTROL
 GX1050
 GX1050  NGVD 29 (??/??/92)  637.507  (m)         2091.55   (f) ADJ UNCH    2 0
 GX1050
 GX1050.Superseded values are not recommended for survey control.
 GX1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1050.See file dsdata.txt to determine how the superseded data were derived.
 GX1050
 GX1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB359922(NAD 83)
 GX1050_MARKER: DB = BENCH MARK DISK
 GX1050_SETTING: 66 = SET IN ROCK OUTCROP
 GX1050_SP_SET: ROCK LEDGE
 GX1050_STAMPING: E 230 1961
 GX1050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1050+STABILITY: POSITION/ELEVATION WELL
 GX1050
 GX1050  HISTORY     - Date     Condition        Report By
 GX1050  HISTORY     - 1961     MONUMENTED       CGS
 GX1050
 GX1050                          STATION DESCRIPTION
 GX1050
 GX1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1050'2.6 MI SE FROM CLINTONVILLE.
 GX1050'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE METHODIST
 GX1050'CHURCH AT CLINTONVILLE, THENCE 1.05 MILES SOUTH ALONG A GRADED
 GX1050'ROAD, 0.15 MILE NORTH OF THE JUNCTION OF A ROAD LEADING NORTHWEST,
 GX1050'35 YARDS SOUTHWEST OF THE WEST CORNER OF A SMALL WOODEN BRIDGE
 GX1050'OVER MUDDY CREEK, AT THE INSIDE OF A CURVE, ON THE NORTH SLOPE
 GX1050'OF A SHORT HILL, SET ON THE TOP OF A FLAT LEDGE OF ROCK, 16
 GX1050'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHEAST
 GX1050'OF THE SOUTHWEST END OF THE ROCK, 4 FEET NORTHWEST OF THE SOUTHEAST
 GX1050'EDGE OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0142 ***********************************************************************
 GX0142  DESIGNATION -  E 231
 GX0142  PID         -  GX0142
 GX0142  STATE/COUNTY-  WV/GREENBRIER
 GX0142  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0142
 GX0142                         *CURRENT SURVEY CONTROL
 GX0142  ___________________________________________________________________
 GX0142* NAD 83(1986)-  37 54 26.     (N)    080 26 04.     (W)     SCALED    
 GX0142* NAVD 88     -       693.935  (meters)    2276.69   (feet)  ADJUSTED  
 GX0142  ___________________________________________________________________
 GX0142  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX0142  DYNAMIC HT  -         693.361 (meters)    2274.80  (feet)  COMP
 GX0142  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 GX0142
 GX0142  VERT ORDER  -  SECOND    CLASS 0
 GX0142
 GX0142.The horizontal coordinates were scaled from a topographic map and have
 GX0142.an estimated accuracy of +/- 6 seconds.
 GX0142
 GX0142.The orthometric height was determined by differential leveling
 GX0142.and adjusted by the National Geodetic Survey in June 1991..
 GX0142
 GX0142.The geoid height was determined by GEOID03.
 GX0142
 GX0142.The dynamic height is computed by dividing the NAVD 88
 GX0142.geopotential number by the normal gravity value computed on the
 GX0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0142.degrees latitude (g = 980.6199 gals.).
 GX0142
 GX0142.The modeled gravity was interpolated from observed gravity values.
 GX0142
 GX0142;                    North         East    Units  Estimated Accuracy
 GX0142;SPC WV S     -   100,840.      649,730.      MT  (+/- 180 meters Scaled)
 GX0142
 GX0142                          SUPERSEDED SURVEY CONTROL
 GX0142
 GX0142  NGVD 29 (??/??/92)  694.089  (m)         2277.19   (f) ADJ UNCH    2 0
 GX0142
 GX0142.Superseded values are not recommended for survey control.
 GX0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0142.See file dsdata.txt to determine how the superseded data were derived.
 GX0142
 GX0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB497956(NAD 83)
 GX0142_MARKER: DB = BENCH MARK DISK
 GX0142_SETTING: 66 = SET IN ROCK OUTCROP
 GX0142_SP_SET: ROCK
 GX0142_STAMPING: E 231 1961
 GX0142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0142+STABILITY: POSITION/ELEVATION WELL
 GX0142
 GX0142  HISTORY     - Date     Condition        Report By
 GX0142  HISTORY     - 1961     MONUMENTED       CGS
 GX0142  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0142
 GX0142                          STATION DESCRIPTION
 GX0142
 GX0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0142'2.8 MI S FROM UNUS.
 GX0142'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD NO. 19, (A BLACK TOP
 GX0142'ROAD) FROM A T ROAD JUNCTION AT UNUS, 1.1 MILES NORTH OF A BLACK
 GX0142'TOP ROAD JUNCTION (BLACK TOP ROAD LEADING EAST TO U.S. HIGHWAY
 GX0142'219), 0.25 MILE NORTH OF THE JUNCTION OF A GRADED ROAD LEADING
 GX0142'WEST, 0.1 MILE SOUTH OF A LARGE TWO-STORY WHITE HOUSE, ON THE
 GX0142'NORTH SLOPE OF A HILL, SET IN THE TOP OF A LARGE ROCK THAT IS 40
 GX0142'FEET LONG AND 10 FEET WIDE WHICH IS LOCATED AT THE BOTTOM OF A
 GX0142'VERY SMALL STREAM, 46 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GX0142'15 FEET WEST OF THE EAST END OF THE ROCK, 2 FEET NORTH OF THE
 GX0142'SOUTH EDGE OF THE ROCK AND 4 FEET BELOW THE LEVEL OF THE ROAD.
 GX0142
 GX0142                          STATION RECOVERY (1983)
 GX0142
 GX0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0956 ***********************************************************************
 HX0956  DESIGNATION -  E 232
 HX0956  PID         -  HX0956
 HX0956  STATE/COUNTY-  WV/GREENBRIER
 HX0956  USGS QUAD   -  TROUT (1995)
 HX0956
 HX0956                         *CURRENT SURVEY CONTROL
 HX0956  ___________________________________________________________________
 HX0956* NAD 83(1986)-  38 00 38.     (N)    080 27 30.     (W)     SCALED    
 HX0956* NAVD 88     -       678.464  (meters)    2225.93   (feet)  ADJUSTED  
 HX0956  ___________________________________________________________________
 HX0956  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HX0956  DYNAMIC HT  -         677.908 (meters)    2224.10  (feet)  COMP
 HX0956  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 HX0956
 HX0956  VERT ORDER  -  SECOND    CLASS 0
 HX0956
 HX0956.The horizontal coordinates were scaled from a topographic map and have
 HX0956.an estimated accuracy of +/- 6 seconds.
 HX0956
 HX0956.The orthometric height was determined by differential leveling
 HX0956.and adjusted by the National Geodetic Survey in June 1991..
 HX0956
 HX0956.The geoid height was determined by GEOID03.
 HX0956
 HX0956.The dynamic height is computed by dividing the NAVD 88
 HX0956.geopotential number by the normal gravity value computed on the
 HX0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0956.degrees latitude (g = 980.6199 gals.).
 HX0956
 HX0956.The modeled gravity was interpolated from observed gravity values.
 HX0956
 HX0956;                    North         East    Units  Estimated Accuracy
 HX0956;SPC WV S     -   112,300.      647,570.      MT  (+/- 180 meters Scaled)
 HX0956
 HX0956                          SUPERSEDED SURVEY CONTROL
 HX0956
 HX0956  NGVD 29 (??/??/92)  678.606  (m)         2226.39   (f) ADJ UNCH    2 0
 HX0956
 HX0956.Superseded values are not recommended for survey control.
 HX0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0956.See file dsdata.txt to determine how the superseded data were derived.
 HX0956
 HX0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC475071(NAD 83)
 HX0956_MARKER: DB = BENCH MARK DISK
 HX0956_SETTING: 66 = SET IN ROCK OUTCROP
 HX0956_SP_SET: ROCK CUT
 HX0956_STAMPING: E 232 1961
 HX0956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0956+STABILITY: POSITION/ELEVATION WELL
 HX0956
 HX0956  HISTORY     - Date     Condition        Report By
 HX0956  HISTORY     - 1961     MONUMENTED       CGS
 HX0956
 HX0956                          STATION DESCRIPTION
 HX0956
 HX0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0956'1.8 MI SW FROM FRIARS HILL.
 HX0956'1.75 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX0956'AT FRIARS HILL, 0.35 MILE NORTHEAST OF A BLACK TOP ROAD
 HX0956'INTERSECTION, ON THE SOUTHWEST SLOPE OF A HILL, SET VERTICALLY IN
 HX0956'THE NORTHWEST FACE OF A ROCK CUT THAT IS ABOUT 75 YARDS LONG AND
 HX0956'40 FEET HIGH, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 HX0956'45 FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK AND 3 FEET
 HX0956'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0957 ***********************************************************************
 GX0957  DESIGNATION -  E 233
 GX0957  PID         -  GX0957
 GX0957  STATE/COUNTY-  WV/GREENBRIER
 GX0957  USGS QUAD   -  CORNSTALK (1981)
 GX0957
 GX0957                         *CURRENT SURVEY CONTROL
 GX0957  ___________________________________________________________________
 GX0957* NAD 83(1986)-  37 56 31.     (N)    080 34 27.     (W)     SCALED    
 GX0957* NAVD 88     -       948.204  (meters)    3110.90   (feet)  ADJUSTED  
 GX0957  ___________________________________________________________________
 GX0957  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX0957  DYNAMIC HT  -         947.385 (meters)    3108.21  (feet)  COMP
 GX0957  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 GX0957
 GX0957  VERT ORDER  -  SECOND    CLASS 0
 GX0957
 GX0957.The horizontal coordinates were scaled from a topographic map and have
 GX0957.an estimated accuracy of +/- 6 seconds.
 GX0957
 GX0957.The orthometric height was determined by differential leveling
 GX0957.and adjusted by the National Geodetic Survey in June 1991..
 GX0957
 GX0957.The geoid height was determined by GEOID03.
 GX0957
 GX0957.The dynamic height is computed by dividing the NAVD 88
 GX0957.geopotential number by the normal gravity value computed on the
 GX0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0957.degrees latitude (g = 980.6199 gals.).
 GX0957
 GX0957.The modeled gravity was interpolated from observed gravity values.
 GX0957
 GX0957;                    North         East    Units  Estimated Accuracy
 GX0957;SPC WV S     -   104,630.      637,430.      MT  (+/- 180 meters Scaled)
 GX0957
 GX0957                          SUPERSEDED SURVEY CONTROL
 GX0957
 GX0957  NGVD 29 (??/??/92)  948.334  (m)         3111.33   (f) ADJ UNCH    2 0
 GX0957
 GX0957.Superseded values are not recommended for survey control.
 GX0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0957.See file dsdata.txt to determine how the superseded data were derived.
 GX0957
 GX0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB374994(NAD 83)
 GX0957_MARKER: DB = BENCH MARK DISK
 GX0957_SETTING: 66 = SET IN ROCK OUTCROP
 GX0957_SP_SET: ROCK
 GX0957_STAMPING: E 233 1961
 GX0957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0957+STABILITY: POSITION/ELEVATION WELL
 GX0957
 GX0957  HISTORY     - Date     Condition        Report By
 GX0957  HISTORY     - 1961     MONUMENTED       CGS
 GX0957
 GX0957                          STATION DESCRIPTION
 GX0957
 GX0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0957'4 MI SW FROM CORNSTALK.
 GX0957'ABOUT 4.05 MILES SOUTHWEST ALONG A GRADED ROAD FROM THE POST OFFICE
 GX0957'AT CORNSTALK, NEAR THE JUNCTION OF THE SOUTH ONE OF TWO DRIVES
 GX0957'LEADING TO A LARGE TWO STORY HOUSE, SET ON THE TOP OF THE NORTH
 GX0957'END OF A ROCK THAT IS ABOUT 4 FEET LONG AND 1 FOOT HIGH, 21
 GX0957'FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET NORTHEAST OF
 GX0957'THE CENTER LINE OF THE DRIVE, AND 4 FEET ABOVE THE LEVEL OF THE
 GX0957'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1287 ***********************************************************************
 HX1287  DESIGNATION -  E 234
 HX1287  PID         -  HX1287
 HX1287  STATE/COUNTY-  WV/NICHOLAS
 HX1287  USGS QUAD   -  QUINWOOD (1995)
 HX1287
 HX1287                         *CURRENT SURVEY CONTROL
 HX1287  ___________________________________________________________________
 HX1287* NAD 83(1986)-  38 06 27.     (N)    080 41 10.     (W)     SCALED    
 HX1287* NAVD 88     -       849.032  (meters)    2785.53   (feet)  ADJUSTED  
 HX1287  ___________________________________________________________________
 HX1287  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX1287  DYNAMIC HT  -         848.326 (meters)    2783.22  (feet)  COMP
 HX1287  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 HX1287
 HX1287  VERT ORDER  -  SECOND    CLASS 0
 HX1287
 HX1287.The horizontal coordinates were scaled from a topographic map and have
 HX1287.an estimated accuracy of +/- 6 seconds.
 HX1287
 HX1287.The orthometric height was determined by differential leveling
 HX1287.and adjusted by the National Geodetic Survey in June 1991..
 HX1287
 HX1287.The geoid height was determined by GEOID03.
 HX1287
 HX1287.The dynamic height is computed by dividing the NAVD 88
 HX1287.geopotential number by the normal gravity value computed on the
 HX1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1287.degrees latitude (g = 980.6199 gals.).
 HX1287
 HX1287.The modeled gravity was interpolated from observed gravity values.
 HX1287
 HX1287;                    North         East    Units  Estimated Accuracy
 HX1287;SPC WV S     -   122,970.      627,530.      MT  (+/- 180 meters Scaled)
 HX1287
 HX1287                          SUPERSEDED SURVEY CONTROL
 HX1287
 HX1287  NGVD 29 (??/??/92)  849.162  (m)         2785.96   (f) ADJ UNCH    2 0
 HX1287
 HX1287.Superseded values are not recommended for survey control.
 HX1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1287.See file dsdata.txt to determine how the superseded data were derived.
 HX1287
 HX1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC275177(NAD 83)
 HX1287_MARKER: DB = BENCH MARK DISK
 HX1287_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1287_SP_SET: UNSPECIFIED ROCK
 HX1287_STAMPING: E 234 1961
 HX1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1287
 HX1287  HISTORY     - Date     Condition        Report By
 HX1287  HISTORY     - 1961     MONUMENTED       CGS
 HX1287
 HX1287                          STATION DESCRIPTION
 HX1287
 HX1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1287'4.2 MI N FROM QUINWOOD.
 HX1287'ABOUT 4.2 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 HX1287'OF MAIN STREET AT QUINWOOD, 0.65 MILE SOUTH OF THE GRADE SCHOOL
 HX1287'AT CARL, 0.4 MILE NORTH OF THE JUNCTION OF A ROAD LEADING
 HX1287'NORTHEAST TO A LARGE COAL TIPPLE, ON THE SOUTH SLOPE OF A
 HX1287'SHORT HILL, SET VERTICALLY IN THE EAST FACE OF A ROCK THAT IS
 HX1287'20 FEET LONG AND 3 FEET HIGH, 18 FEET WEST OF THE CENTER LINE OF
 HX1287'THE HIGHWAY, 9 FEET NORTH OF THE SOUTH END OF THE ROCK AND 2
 HX1287'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1834 ***********************************************************************
 HX1834  DESIGNATION -  E 235
 HX1834  PID         -  HX1834
 HX1834  STATE/COUNTY-  WV/NICHOLAS
 HX1834  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1834
 HX1834                         *CURRENT SURVEY CONTROL
 HX1834  ___________________________________________________________________
 HX1834* NAD 83(1986)-  38 14 18.     (N)    081 07 34.     (W)     SCALED    
 HX1834* NAVD 88     -       227.220  (meters)     745.47   (feet)  ADJUSTED  
 HX1834  ___________________________________________________________________
 HX1834  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX1834  DYNAMIC HT  -         227.058 (meters)     744.94  (feet)  COMP
 HX1834  MODELED GRAV-     979,907.8   (mgal)                       NAVD 88
 HX1834
 HX1834  VERT ORDER  -  SECOND    CLASS 0
 HX1834
 HX1834.The horizontal coordinates were scaled from a topographic map and have
 HX1834.an estimated accuracy of +/- 6 seconds.
 HX1834
 HX1834.The orthometric height was determined by differential leveling
 HX1834.and adjusted by the National Geodetic Survey in June 1991..
 HX1834
 HX1834.The geoid height was determined by GEOID03.
 HX1834
 HX1834.The dynamic height is computed by dividing the NAVD 88
 HX1834.geopotential number by the normal gravity value computed on the
 HX1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1834.degrees latitude (g = 980.6199 gals.).
 HX1834
 HX1834.The modeled gravity was interpolated from observed gravity values.
 HX1834
 HX1834;                    North         East    Units  Estimated Accuracy
 HX1834;SPC WV S     -   137,450.      588,960.      MT  (+/- 180 meters Scaled)
 HX1834
 HX1834                          SUPERSEDED SURVEY CONTROL
 HX1834
 HX1834  NGVD 29 (??/??/92)  227.404  (m)          746.07   (f) ADJ UNCH    2 0
 HX1834
 HX1834.Superseded values are not recommended for survey control.
 HX1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1834.See file dsdata.txt to determine how the superseded data were derived.
 HX1834
 HX1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC889322(NAD 83)
 HX1834_MARKER: DB = BENCH MARK DISK
 HX1834_SETTING: 66 = SET IN ROCK OUTCROP
 HX1834_SP_SET: ROCK CUT
 HX1834_STAMPING: E 235 1961
 HX1834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1834+STABILITY: POSITION/ELEVATION WELL
 HX1834
 HX1834  HISTORY     - Date     Condition        Report By
 HX1834  HISTORY     - 1961     MONUMENTED       CGS
 HX1834
 HX1834                          STATION DESCRIPTION
 HX1834
 HX1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1834'0.2 MI SW FROM SWISS.
 HX1834'ABOUT 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE
 HX1834'MISSIONARY BAPTIST CHURCH AT SWISS, ABOUT 26 YARDS SOUTHWEST
 HX1834'OF THE WEST CORNER OF THE 2 ND CONCRETE BRIDGE SOUTHWEST OF THE
 HX1834'CHURCH OVER LITTLE ELK CREEK, SET VERTICALLY IN THE SOUTHEAST
 HX1834'FACE OF A ROCK CUT, 18 FEET NORTHWEST OF THE CENTER LINE OF THE
 HX1834'HIGHWAY, 2 FEET ABOVE THE LEVEL OF THE GROUND AND 3 FEET ABOVE
 HX1834'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1363 ***********************************************************************
 HX1363  DESIGNATION -  E 236
 HX1363  PID         -  HX1363
 HX1363  STATE/COUNTY-  WV/NICHOLAS
 HX1363  USGS QUAD   -  MOUNT NEBO (1976)
 HX1363
 HX1363                         *CURRENT SURVEY CONTROL
 HX1363  ___________________________________________________________________
 HX1363* NAD 83(1986)-  38 09 31.     (N)    080 47 42.     (W)     SCALED    
 HX1363* NAVD 88     -       765.016  (meters)    2509.89   (feet)  ADJUSTED  
 HX1363  ___________________________________________________________________
 HX1363  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HX1363  DYNAMIC HT  -         764.413 (meters)    2507.91  (feet)  COMP
 HX1363  MODELED GRAV-     979,814.6   (mgal)                       NAVD 88
 HX1363
 HX1363  VERT ORDER  -  SECOND    CLASS 0
 HX1363
 HX1363.The horizontal coordinates were scaled from a topographic map and have
 HX1363.an estimated accuracy of +/- 6 seconds.
 HX1363
 HX1363.The orthometric height was determined by differential leveling
 HX1363.and adjusted by the National Geodetic Survey in June 1991..
 HX1363
 HX1363.The geoid height was determined by GEOID03.
 HX1363
 HX1363.The dynamic height is computed by dividing the NAVD 88
 HX1363.geopotential number by the normal gravity value computed on the
 HX1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1363.degrees latitude (g = 980.6199 gals.).
 HX1363
 HX1363.The modeled gravity was interpolated from observed gravity values.
 HX1363
 HX1363;                    North         East    Units  Estimated Accuracy
 HX1363;SPC WV S     -   128,610.      617,970.      MT  (+/- 180 meters Scaled)
 HX1363
 HX1363                          SUPERSEDED SURVEY CONTROL
 HX1363
 HX1363  NGVD 29 (??/??/92)  765.174  (m)         2510.41   (f) ADJ UNCH    2 0
 HX1363
 HX1363.Superseded values are not recommended for survey control.
 HX1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1363.See file dsdata.txt to determine how the superseded data were derived.
 HX1363
 HX1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC179234(NAD 83)
 HX1363_MARKER: DB = BENCH MARK DISK
 HX1363_SETTING: 80 = SET IN A BOULDER
 HX1363_SP_SET: BOULDER
 HX1363_STAMPING: E 236 1962
 HX1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1363+STABILITY: SURFACE MOTION
 HX1363
 HX1363  HISTORY     - Date     Condition        Report By
 HX1363  HISTORY     - 1962     MONUMENTED       CGS
 HX1363
 HX1363                          STATION DESCRIPTION
 HX1363
 HX1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1363'8.5 MI W FROM LEIVASY.
 HX1363'ABOUT 0.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM POST OFFICE
 HX1363'AT LEIVASY, THENCE ABOUT 8.2 MILES WEST ALONG A BLACK TOP ROAD,
 HX1363'ABOUT 1 MILE EAST OF THE JUNCTION OF A GRADED ROAD NORTH, ON THE
 HX1363'INSIDE AT THE NORTHWEST END OF A CURVE WITH TANGENTS EXTENDING
 HX1363'EAST AND NORTHWEST, AT A POINT WHERE A POWER LINE CROSSES THE
 HX1363'ROAD, SET ON TOP OF A SLOPING BOULDER ABOUT 12 FEET SQUARE, 24.5
 HX1363'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTH OF THE
 HX1363'NORTH CORNER OF THE BOULDER, AND ABOUT 4 FEET ABOVE THE LEVEL
 HX1363'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1400 ***********************************************************************
 HX1400  DESIGNATION -  E 237
 HX1400  PID         -  HX1400
 HX1400  STATE/COUNTY-  WV/GREENBRIER
 HX1400  USGS QUAD   -  CORLISS (1976)
 HX1400
 HX1400                         *CURRENT SURVEY CONTROL
 HX1400  ___________________________________________________________________
 HX1400* NAD 83(1986)-  38 04 31.     (N)    080 49 37.     (W)     SCALED    
 HX1400* NAVD 88     -       879.000  (meters)    2883.85   (feet)  ADJUSTED  
 HX1400  ___________________________________________________________________
 HX1400  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HX1400  DYNAMIC HT  -         878.301 (meters)    2881.56  (feet)  COMP
 HX1400  MODELED GRAV-     979,802.5   (mgal)                       NAVD 88
 HX1400
 HX1400  VERT ORDER  -  SECOND    CLASS 0
 HX1400
 HX1400.The horizontal coordinates were scaled from a topographic map and have
 HX1400.an estimated accuracy of +/- 6 seconds.
 HX1400
 HX1400.The orthometric height was determined by differential leveling
 HX1400.and adjusted by the National Geodetic Survey in June 1991..
 HX1400
 HX1400.The geoid height was determined by GEOID03.
 HX1400
 HX1400.The dynamic height is computed by dividing the NAVD 88
 HX1400.geopotential number by the normal gravity value computed on the
 HX1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1400.degrees latitude (g = 980.6199 gals.).
 HX1400
 HX1400.The modeled gravity was interpolated from observed gravity values.
 HX1400
 HX1400;                    North         East    Units  Estimated Accuracy
 HX1400;SPC WV S     -   119,360.      615,180.      MT  (+/- 180 meters Scaled)
 HX1400
 HX1400                          SUPERSEDED SURVEY CONTROL
 HX1400
 HX1400  NGVD 29 (??/??/92)  879.166  (m)         2884.40   (f) ADJ UNCH    2 0
 HX1400
 HX1400.Superseded values are not recommended for survey control.
 HX1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1400.See file dsdata.txt to determine how the superseded data were derived.
 HX1400
 HX1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC151141(NAD 83)
 HX1400_MARKER: DB = BENCH MARK DISK
 HX1400_SETTING: 80 = SET IN A BOULDER
 HX1400_SP_SET: BOULDER
 HX1400_STAMPING: E 237 1962
 HX1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1400+STABILITY: SURFACE MOTION
 HX1400
 HX1400  HISTORY     - Date     Condition        Report By
 HX1400  HISTORY     - 1962     MONUMENTED       CGS
 HX1400
 HX1400                          STATION DESCRIPTION
 HX1400
 HX1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1400'5.2 MI NE FROM RUSSELLVILLE.
 HX1400'ABOUT 5.2 MILES NORTHEAST ALONG A BLACK TOP AND GRADED ROAD FROM
 HX1400'THE POST OFFICE AT RUSSELLVILLE, ON INSIDE OF THE SOUTHWEST END
 HX1400'OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, SET ON
 HX1400'TOP OF THE SOUTHWEST END OF A BOULDER SLOPING BACK INTO THE
 HX1400'HILLSIDE, ABOUT 21 FEET LONG PROJECTING 2 1/2 FEET, 24 FEET
 HX1400'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST
 HX1400'OF THE SOUTHWEST END OF THE BOULDER, 1.5 FEET NORTHWEST OF THE
 HX1400'SOUTHEAST EDGE OF BOULDER, AND ABOUT 8 FEET ABOVE THE LEVEL
 HX1400'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1244 ***********************************************************************
 HX1244  DESIGNATION -  E 238
 HX1244  PID         -  HX1244
 HX1244  STATE/COUNTY-  WV/NICHOLAS
 HX1244  USGS QUAD   -  NETTIE (1995)
 HX1244
 HX1244                         *CURRENT SURVEY CONTROL
 HX1244  ___________________________________________________________________
 HX1244* NAD 83(1986)-  38 13 27.     (N)    080 41 30.     (W)     SCALED    
 HX1244* NAVD 88     -       823.573  (meters)    2702.01   (feet)  ADJUSTED  
 HX1244  ___________________________________________________________________
 HX1244  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HX1244  DYNAMIC HT  -         822.905 (meters)    2699.81  (feet)  COMP
 HX1244  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 HX1244
 HX1244  VERT ORDER  -  SECOND    CLASS 0
 HX1244
 HX1244.The horizontal coordinates were scaled from a topographic map and have
 HX1244.an estimated accuracy of +/- 6 seconds.
 HX1244
 HX1244.The orthometric height was determined by differential leveling
 HX1244.and adjusted by the National Geodetic Survey in June 1991..
 HX1244
 HX1244.The geoid height was determined by GEOID03.
 HX1244
 HX1244.The dynamic height is computed by dividing the NAVD 88
 HX1244.geopotential number by the normal gravity value computed on the
 HX1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1244.degrees latitude (g = 980.6199 gals.).
 HX1244
 HX1244.The modeled gravity was interpolated from observed gravity values.
 HX1244
 HX1244;                    North         East    Units  Estimated Accuracy
 HX1244;SPC WV S     -   135,910.      627,000.      MT  (+/- 180 meters Scaled)
 HX1244
 HX1244                          SUPERSEDED SURVEY CONTROL
 HX1244
 HX1244  NGVD 29 (??/??/92)  823.707  (m)         2702.45   (f) ADJ UNCH    2 0
 HX1244
 HX1244.Superseded values are not recommended for survey control.
 HX1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1244.See file dsdata.txt to determine how the superseded data were derived.
 HX1244
 HX1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC269307(NAD 83)
 HX1244_MARKER: DB = BENCH MARK DISK
 HX1244_SETTING: 80 = SET IN A BOULDER
 HX1244_SP_SET: BOULDER
 HX1244_STAMPING: E 238 1962
 HX1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1244+STABILITY: SURFACE MOTION
 HX1244
 HX1244  HISTORY     - Date     Condition        Report By
 HX1244  HISTORY     - 1962     MONUMENTED       CGS
 HX1244
 HX1244                          STATION DESCRIPTION
 HX1244
 HX1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1244'0.3 MI W FROM NETTIE.
 HX1244'ABOUT 0.3 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX1244'WITH STATE HIGHWAY 20 AT NETTIE, ABOUT 100 YARDS SOUTHWEST OF THE
 HX1244'HIGHWAY, AT A LARGE TELEPHONE CO. RELAY TOWER, SET ON TOP OF A
 HX1244'BOULDER ABOUT 18 BY 12 FEET WIDE AND PART OF A 10 FOOT HIGH
 HX1244'CUT MADE TO MAKE ROOM FOR THE TOWER, 30 FEET NORTH OF THE EAST
 HX1244'CORNER OF THE STEEL FENCE AROUND THE TOWER, AND ABOUT 25 FEET
 HX1244'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1313 ***********************************************************************
 HX1313  DESIGNATION -  E 239
 HX1313  PID         -  HX1313
 HX1313  STATE/COUNTY-  WV/NICHOLAS
 HX1313  USGS QUAD   -  RICHWOOD (1995)
 HX1313
 HX1313                         *CURRENT SURVEY CONTROL
 HX1313  ___________________________________________________________________
 HX1313* NAD 83(1986)-  38 13 13.     (N)    080 32 08.     (W)     SCALED    
 HX1313* NAVD 88     -       691.038  (meters)    2267.18   (feet)  ADJUSTED  
 HX1313  ___________________________________________________________________
 HX1313  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HX1313  DYNAMIC HT  -         690.488 (meters)    2265.38  (feet)  COMP
 HX1313  MODELED GRAV-     979,810.6   (mgal)                       NAVD 88
 HX1313
 HX1313  VERT ORDER  -  SECOND    CLASS 0
 HX1313
 HX1313.The horizontal coordinates were scaled from a topographic map and have
 HX1313.an estimated accuracy of +/- 6 seconds.
 HX1313
 HX1313.The orthometric height was determined by differential leveling
 HX1313.and adjusted by the National Geodetic Survey in June 1991..
 HX1313
 HX1313.The geoid height was determined by GEOID03.
 HX1313
 HX1313.The dynamic height is computed by dividing the NAVD 88
 HX1313.geopotential number by the normal gravity value computed on the
 HX1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1313.degrees latitude (g = 980.6199 gals.).
 HX1313
 HX1313.The modeled gravity was interpolated from observed gravity values.
 HX1313
 HX1313;                    North         East    Units  Estimated Accuracy
 HX1313;SPC WV S     -   135,540.      640,670.      MT  (+/- 180 meters Scaled)
 HX1313
 HX1313                          SUPERSEDED SURVEY CONTROL
 HX1313
 HX1313  NGVD 29 (??/??/92)  691.177  (m)         2267.64   (f) ADJ UNCH    2 0
 HX1313
 HX1313.Superseded values are not recommended for survey control.
 HX1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1313.See file dsdata.txt to determine how the superseded data were derived.
 HX1313
 HX1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC406303(NAD 83)
 HX1313_MARKER: DB = BENCH MARK DISK
 HX1313_SETTING: 66 = SET IN ROCK OUTCROP
 HX1313_SP_SET: ROCK CUT
 HX1313_STAMPING: E 239 1962
 HX1313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1313+STABILITY: POSITION/ELEVATION WELL
 HX1313
 HX1313  HISTORY     - Date     Condition        Report By
 HX1313  HISTORY     - 1962     MONUMENTED       CGS
 HX1313
 HX1313                          STATION DESCRIPTION
 HX1313
 HX1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1313'AT RICHWOOD.
 HX1313'AT RICHWOOD ABOUT 0.2 MILES SOUTH ALONG GREENBRIER ROAD FROM
 HX1313'THE JUNCTION OF RIVERSIDE DRIVE, ON STEEP SLOPE OF MOUNTAIN, SET
 HX1313'VERTICALLY IN NORTHWEST FACE OF A LARGE ROCK CUT, 19 FEET
 HX1313'SOUTHEAST OF CENTER LINE OF THE ROAD, 10 FEET EAST OF THE NORTH
 HX1313'CORNER OF A 6 FOOT OFF-SET IN THE CUT TOWARD THE ROAD, ABOUT
 HX1313'10 FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK, ABOUT 1 FOOT
 HX1313'ABOVE THE GROUND, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE
 HX1313'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0497 ***********************************************************************
 HX0497  DESIGNATION -  E 240
 HX0497  PID         -  HX0497
 HX0497  STATE/COUNTY-  WV/WEBSTER
 HX0497  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0497
 HX0497                         *CURRENT SURVEY CONTROL
 HX0497  ___________________________________________________________________
 HX0497* NAD 83(1986)-  38 24 00.     (N)    080 29 34.     (W)     SCALED    
 HX0497* NAVD 88     -       678.647  (meters)    2226.53   (feet)  ADJUSTED  
 HX0497  ___________________________________________________________________
 HX0497  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX0497  DYNAMIC HT  -         678.124 (meters)    2224.81  (feet)  COMP
 HX0497  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 HX0497
 HX0497  VERT ORDER  -  SECOND    CLASS 0
 HX0497
 HX0497.The horizontal coordinates were scaled from a topographic map and have
 HX0497.an estimated accuracy of +/- 6 seconds.
 HX0497
 HX0497.The orthometric height was determined by differential leveling
 HX0497.and adjusted by the National Geodetic Survey in June 1991..
 HX0497
 HX0497.The geoid height was determined by GEOID03.
 HX0497
 HX0497.The dynamic height is computed by dividing the NAVD 88
 HX0497.geopotential number by the normal gravity value computed on the
 HX0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0497.degrees latitude (g = 980.6199 gals.).
 HX0497
 HX0497.The modeled gravity was interpolated from observed gravity values.
 HX0497
 HX0497;                    North         East    Units  Estimated Accuracy
 HX0497;SPC WV S     -   155,510.      644,300.      MT  (+/- 180 meters Scaled)
 HX0497
 HX0497                          SUPERSEDED SURVEY CONTROL
 HX0497
 HX0497  NGVD 29 (??/??/92)  678.798  (m)         2227.02   (f) ADJ UNCH    2 0
 HX0497
 HX0497.Superseded values are not recommended for survey control.
 HX0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0497.See file dsdata.txt to determine how the superseded data were derived.
 HX0497
 HX0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC442503(NAD 83)
 HX0497_MARKER: DB = BENCH MARK DISK
 HX0497_SETTING: 80 = SET IN A BOULDER
 HX0497_SP_SET: BOULDER
 HX0497_STAMPING: E 240 1962
 HX0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0497+STABILITY: SURFACE MOTION
 HX0497
 HX0497  HISTORY     - Date     Condition        Report By
 HX0497  HISTORY     - 1962     MONUMENTED       CGS
 HX0497
 HX0497                          STATION DESCRIPTION
 HX0497
 HX0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0497'4.1 MI E FROM COWEN.
 HX0497'4.1 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST BAPTIST
 HX0497'CHURCH AT COWEN, ABOUT 80 YARDS WEST AND ACROSS HIGHWAY FROM WEST
 HX0497'END OF STEEL FENCE (CYCLONE) SURROUNDING CAMP CAESER 4-H CAMP,
 HX0497'32 FEET SOUTH OF CENTER LINE OF HIGHWAY, AND SET ON TOP OF
 HX0497'SOUTHWET CORNER OF A 20 FOOT LONG-BY-8 FEET HIGH EMBEDDED BOULDER
 HX0497'THAT SLOPES BACK UNDER THE HIGHWAY, AND IS ABOUT 2 FEET BELOW
 HX0497'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0835 ***********************************************************************
 HX0835  DESIGNATION -  E 241
 HX0835  PID         -  HX0835
 HX0835  STATE/COUNTY-  WV/WEBSTER
 HX0835  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0835
 HX0835                         *CURRENT SURVEY CONTROL
 HX0835  ___________________________________________________________________
 HX0835* NAD 83(1986)-  38 20 30.     (N)    080 29 00.     (W)     SCALED    
 HX0835* NAVD 88     -       948.494  (meters)    3111.85   (feet)  ADJUSTED  
 HX0835  ___________________________________________________________________
 HX0835  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HX0835  DYNAMIC HT  -         947.714 (meters)    3109.29  (feet)  COMP
 HX0835  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 HX0835
 HX0835  VERT ORDER  -  SECOND    CLASS 0
 HX0835
 HX0835.The horizontal coordinates were scaled from a topographic map and have
 HX0835.an estimated accuracy of +/- 6 seconds.
 HX0835
 HX0835.The orthometric height was determined by differential leveling
 HX0835.and adjusted by the National Geodetic Survey in June 1991..
 HX0835
 HX0835.The geoid height was determined by GEOID03.
 HX0835
 HX0835.The dynamic height is computed by dividing the NAVD 88
 HX0835.geopotential number by the normal gravity value computed on the
 HX0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0835.degrees latitude (g = 980.6199 gals.).
 HX0835
 HX0835.The modeled gravity was interpolated from observed gravity values.
 HX0835
 HX0835;                    North         East    Units  Estimated Accuracy
 HX0835;SPC WV S     -   149,040.      645,170.      MT  (+/- 180 meters Scaled)
 HX0835
 HX0835                          SUPERSEDED SURVEY CONTROL
 HX0835
 HX0835  NGVD 29 (??/??/92)  948.609  (m)         3112.23   (f) ADJ UNCH    2 0
 HX0835
 HX0835.Superseded values are not recommended for survey control.
 HX0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0835.See file dsdata.txt to determine how the superseded data were derived.
 HX0835
 HX0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC451438(NAD 83)
 HX0835_MARKER: DB = BENCH MARK DISK
 HX0835_SETTING: 80 = SET IN A BOULDER
 HX0835_SP_SET: BOULDER
 HX0835_STAMPING: E 241 1962
 HX0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0835+STABILITY: SURFACE MOTION
 HX0835
 HX0835  HISTORY     - Date     Condition        Report By
 HX0835  HISTORY     - 1962     MONUMENTED       CGS
 HX0835
 HX0835                          STATION DESCRIPTION
 HX0835
 HX0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0835'3.6 MI SE FROM DYER.
 HX0835'3.6 MILES SW AND SE ALONG FOREST SERVICE ROAD 101 FROM THE
 HX0835'FOOTBRIDGE OVER WILLIAMS RIVER AT DYER, ABOUT 0.4 MILES EAST
 HX0835'OF THE JUNCTION OF FOREST SERVICE ROAD 80, ABOUT 0.2 MILES
 HX0835'SOUTHWEST OF THE ROAD EAST TO THE RED OAK FIRE TOWER, ON THE
 HX0835'OUTSIDE OF A LONG CURVE WITH THE TANGENTS EXTENDING TO THE
 HX0835'WEST AND NORTHEAST, SET IN THE TOP OF THE WEST CORNER OF A ROCK
 HX0835'THAT IS ABOUT 35 FEET LONG, 3.5 FEET HIGH, 31 FEET SOUTHEAST OF
 HX0835'THE CENTER LINE OF THE ROAD, 1.2 FEET EAST OF THE WEST CORNER
 HX0835'OF THE ROCK, AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0809 ***********************************************************************
 HX0809  DESIGNATION -  E 242
 HX0809  PID         -  HX0809
 HX0809  STATE/COUNTY-  WV/POCAHONTAS
 HX0809  USGS QUAD   -  LOBELIA (1995)
 HX0809
 HX0809                         *CURRENT SURVEY CONTROL
 HX0809  ___________________________________________________________________
 HX0809* NAD 83(1986)-  38 14 06.     (N)    080 18 05.     (W)     SCALED    
 HX0809* NAVD 88     -      1012.887  (meters)    3323.11   (feet)  ADJUSTED  
 HX0809  ___________________________________________________________________
 HX0809  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HX0809  DYNAMIC HT  -        1012.019 (meters)    3320.27  (feet)  COMP
 HX0809  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 HX0809
 HX0809  VERT ORDER  -  SECOND    CLASS 0
 HX0809
 HX0809.The horizontal coordinates were scaled from a topographic map and have
 HX0809.an estimated accuracy of +/- 6 seconds.
 HX0809
 HX0809.The orthometric height was determined by differential leveling
 HX0809.and adjusted by the National Geodetic Survey in June 1991..
 HX0809
 HX0809.The geoid height was determined by GEOID03.
 HX0809
 HX0809.The dynamic height is computed by dividing the NAVD 88
 HX0809.geopotential number by the normal gravity value computed on the
 HX0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0809.degrees latitude (g = 980.6199 gals.).
 HX0809
 HX0809.The modeled gravity was interpolated from observed gravity values.
 HX0809
 HX0809;                    North         East    Units  Estimated Accuracy
 HX0809;SPC WV S     -   137,300.      661,160.      MT  (+/- 180 meters Scaled)
 HX0809
 HX0809                          SUPERSEDED SURVEY CONTROL
 HX0809
 HX0809  NGVD 29 (??/??/92) 1012.953  (m)         3323.33   (f) ADJ UNCH    2 0
 HX0809
 HX0809.Superseded values are not recommended for survey control.
 HX0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0809.See file dsdata.txt to determine how the superseded data were derived.
 HX0809
 HX0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC611321(NAD 83)
 HX0809_MARKER: DB = BENCH MARK DISK
 HX0809_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0809_SP_SET: ABUTMENT
 HX0809_STAMPING: E 242 1962
 HX0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0809
 HX0809  HISTORY     - Date     Condition        Report By
 HX0809  HISTORY     - 1962     MONUMENTED       CGS
 HX0809
 HX0809                          STATION DESCRIPTION
 HX0809
 HX0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0809'11.5 MI NW FROM MILL POINT.
 HX0809'6.7 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX0809'U.S. HIGHWAY 219 AT MILL POINT, THENCE 4.8 MILES NORTHWEST ALONG
 HX0809'FOREST SERVICE ROAD 102, SET IN THE TOP OF THE SOUTHWEST
 HX0809'END OF THE SOUTHEAST CONCRETE ABUTMENT TO A 55 FOOT STEEL BRIDGE
 HX0809'WITH A WOOD FLOOR OVER THE SOUTH FORK OF THE CRANBERRY RIVER,
 HX0809'9.5 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 HX0809'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0872 ***********************************************************************
 HX0872  DESIGNATION -  E 243
 HX0872  PID         -  HX0872
 HX0872  STATE/COUNTY-  WV/GREENBRIER
 HX0872  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0872
 HX0872                         *CURRENT SURVEY CONTROL
 HX0872  ___________________________________________________________________
 HX0872* NAD 83(1986)-  38 13 31.     (N)    080 26 50.     (W)     SCALED    
 HX0872* NAVD 88     -       860.338  (meters)    2822.63   (feet)  ADJUSTED  
 HX0872  ___________________________________________________________________
 HX0872  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HX0872  DYNAMIC HT  -         859.629 (meters)    2820.30  (feet)  COMP
 HX0872  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 HX0872
 HX0872  VERT ORDER  -  SECOND    CLASS 0
 HX0872
 HX0872.The horizontal coordinates were scaled from a topographic map and have
 HX0872.an estimated accuracy of +/- 6 seconds.
 HX0872
 HX0872.The orthometric height was determined by differential leveling
 HX0872.and adjusted by the National Geodetic Survey in June 1991..
 HX0872
 HX0872.The geoid height was determined by GEOID03.
 HX0872
 HX0872.The dynamic height is computed by dividing the NAVD 88
 HX0872.geopotential number by the normal gravity value computed on the
 HX0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0872.degrees latitude (g = 980.6199 gals.).
 HX0872
 HX0872.The modeled gravity was interpolated from observed gravity values.
 HX0872
 HX0872;                    North         East    Units  Estimated Accuracy
 HX0872;SPC WV S     -   136,140.      648,400.      MT  (+/- 180 meters Scaled)
 HX0872
 HX0872                          SUPERSEDED SURVEY CONTROL
 HX0872
 HX0872  NGVD 29 (??/??/92)  860.447  (m)         2822.98   (f) ADJ UNCH    2 0
 HX0872
 HX0872.Superseded values are not recommended for survey control.
 HX0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0872.See file dsdata.txt to determine how the superseded data were derived.
 HX0872
 HX0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC483309(NAD 83)
 HX0872_MARKER: DB = BENCH MARK DISK
 HX0872_SETTING: 80 = SET IN A BOULDER
 HX0872_SP_SET: BOULDER
 HX0872_STAMPING: E 243 1962
 HX0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0872+STABILITY: SURFACE MOTION
 HX0872
 HX0872  HISTORY     - Date     Condition        Report By
 HX0872  HISTORY     - 1962     MONUMENTED       CGS
 HX0872
 HX0872                          STATION DESCRIPTION
 HX0872
 HX0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0872'8.1 MI E FROM RICHWOOD.
 HX0872'8.1 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 HX0872'RICHWOOD, ABOUT 0.4 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD
 HX0872'LEADING EAST TO SUMMIT LAKE, ON THE INSIDE OF A SHARP CURVE WITH
 HX0872'THE TANGENTS EXTENDING TO THE SOUTHEAST AND NORTHEAST, SET ON
 HX0872'TOP OF THE WEST CORNER OF A TRIANGULAR SHAPED ROCK THAT HAS 10-FOOT
 HX0872'SIDES AND IS ABOUT 4-FOOT HIGH, 20 FEET EAST OF THE CENTER LINE
 HX0872'OF THE HIGHWAY, 1 FOOT EAST OF THE WEST CORNER OF THE ROCK, AND
 HX0872'IS ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0663 ***********************************************************************
 HX0663  DESIGNATION -  E 244
 HX0663  PID         -  HX0663
 HX0663  STATE/COUNTY-  WV/WEBSTER
 HX0663  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0663
 HX0663                         *CURRENT SURVEY CONTROL
 HX0663  ___________________________________________________________________
 HX0663* NAD 83(1986)-  38 25 33.     (N)    080 24 06.     (W)     SCALED    
 HX0663* NAVD 88     -       699.580  (meters)    2295.21   (feet)  ADJUSTED  
 HX0663  ___________________________________________________________________
 HX0663  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX0663  DYNAMIC HT  -         699.037 (meters)    2293.42  (feet)  COMP
 HX0663  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 HX0663
 HX0663  VERT ORDER  -  SECOND    CLASS 0
 HX0663
 HX0663.The horizontal coordinates were scaled from a topographic map and have
 HX0663.an estimated accuracy of +/- 6 seconds.
 HX0663
 HX0663.The orthometric height was determined by differential leveling
 HX0663.and adjusted by the National Geodetic Survey in June 1991..
 HX0663
 HX0663.The geoid height was determined by GEOID03.
 HX0663
 HX0663.The dynamic height is computed by dividing the NAVD 88
 HX0663.geopotential number by the normal gravity value computed on the
 HX0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0663.degrees latitude (g = 980.6199 gals.).
 HX0663
 HX0663.The modeled gravity was interpolated from observed gravity values.
 HX0663
 HX0663;                    North         East    Units  Estimated Accuracy
 HX0663;SPC WV S     -   158,420.      652,240.      MT  (+/- 180 meters Scaled)
 HX0663
 HX0663                          SUPERSEDED SURVEY CONTROL
 HX0663
 HX0663  NGVD 29 (??/??/92)  699.723  (m)         2295.67   (f) ADJ UNCH    2 0
 HX0663
 HX0663.Superseded values are not recommended for survey control.
 HX0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0663.See file dsdata.txt to determine how the superseded data were derived.
 HX0663
 HX0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC522532(NAD 83)
 HX0663_MARKER: DB = BENCH MARK DISK
 HX0663_SETTING: 66 = SET IN ROCK OUTCROP
 HX0663_SP_SET: SLOPING ROCK
 HX0663_STAMPING: E 244 1962
 HX0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0663+STABILITY: POSITION/ELEVATION WELL
 HX0663
 HX0663  HISTORY     - Date     Condition        Report By
 HX0663  HISTORY     - 1962     MONUMENTED       CGS
 HX0663
 HX0663                          STATION DESCRIPTION
 HX0663
 HX0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0663'3.1 MI SE FROM BOLAIR.
 HX0663'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0663'BOLAIR, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG GAULEY RIVER ROAD,
 HX0663'ABOUT 0.3 MILE NORTHWEST OF A SMALL CEMETERY, ABOUT 42 YARDS
 HX0663'SOUTH OF THE CENTER OF THE JUNCTION OF A NARROW GRADED ROAD
 HX0663'LEADING SOUTHWEST TO A BRIDGE OVER THE GAULEY RIVER, SET ON THE
 HX0663'SLOPING SOUTHWEST FACE OF A ROCK THAT IS ABOUT 15-BY 10 FOOT WIDE
 HX0663'AT THE GROUND LEVEL AND SLOPES UP ON BOTH SIDES TO A SHARP POINT,
 HX0663'37.6 FEET EAST OF THE CENTER LINE OF THE ROAD, 5.1 FEET NORTHWEST
 HX0663'OF THE SOUTHEAST END OF THE ROCK, AND ABOUT 12 FEET ABOVE THE
 HX0663'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0610 ***********************************************************************
 HX0610  DESIGNATION -  E 245
 HX0610  PID         -  HX0610
 HX0610  STATE/COUNTY-  WV/POCAHONTAS
 HX0610  USGS QUAD   -  EDRAY (1995)
 HX0610
 HX0610                         *CURRENT SURVEY CONTROL
 HX0610  ___________________________________________________________________
 HX0610* NAD 83(1986)-  38 16 24.     (N)    080 05 36.     (W)     SCALED    
 HX0610* NAVD 88     -       779.533  (meters)    2557.52   (feet)  ADJUSTED  
 HX0610  ___________________________________________________________________
 HX0610  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HX0610  DYNAMIC HT  -         778.906 (meters)    2555.46  (feet)  COMP
 HX0610  MODELED GRAV-     979,797.7   (mgal)                       NAVD 88
 HX0610
 HX0610  VERT ORDER  -  FIRST     CLASS II
 HX0610
 HX0610.The horizontal coordinates were scaled from a topographic map and have
 HX0610.an estimated accuracy of +/- 6 seconds.
 HX0610
 HX0610.The orthometric height was determined by differential leveling
 HX0610.and adjusted by the National Geodetic Survey in June 1991..
 HX0610.WARNING-Repeat measurements at this control monument indicate possible
 HX0610.vertical movement.
 HX0610
 HX0610.The geoid height was determined by GEOID03.
 HX0610
 HX0610.The dynamic height is computed by dividing the NAVD 88
 HX0610.geopotential number by the normal gravity value computed on the
 HX0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0610.degrees latitude (g = 980.6199 gals.).
 HX0610
 HX0610.The modeled gravity was interpolated from observed gravity values.
 HX0610
 HX0610;                    North         East    Units  Estimated Accuracy
 HX0610;SPC WV S     -   141,710.      679,330.      MT  (+/- 180 meters Scaled)
 HX0610
 HX0610                          SUPERSEDED SURVEY CONTROL
 HX0610
 HX0610  NGVD 29 (??/??/92)  779.627  (m)         2557.83   (f) ADJ UNCH    1 2
 HX0610
 HX0610.Superseded values are not recommended for survey control.
 HX0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0610.See file dsdata.txt to determine how the superseded data were derived.
 HX0610
 HX0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC793365(NAD 83)
 HX0610_MARKER: DB = BENCH MARK DISK
 HX0610_SETTING: 66 = SET IN ROCK OUTCROP
 HX0610_SP_SET: ROCK CUT
 HX0610_STAMPING: E 245 1962
 HX0610_MARK LOGO: CGS   
 HX0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0610+STABILITY: POSITION/ELEVATION WELL
 HX0610
 HX0610  HISTORY     - Date     Condition        Report By
 HX0610  HISTORY     - 1962     MONUMENTED       CGS
 HX0610  HISTORY     - 1983     GOOD             NGS
 HX0610
 HX0610                          STATION DESCRIPTION
 HX0610
 HX0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0610'3.6 MI N FROM MARLINTON.
 HX0610'3.55 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST
 HX0610'END OF STATE HIGHWAY 39 BRIDGE OVER GREENBRIER RIVER AT MARLINTON,
 HX0610'ABOUT 0.4 MILE NORTH OF THE JUNCTION OF A BLACK TOP ROAD
 HX0610'LEADING WEST TO WOODROW, SET VERTICALLY IN THE NORTH FACE OF
 HX0610'A LARGE ROCK CUT ABOUT 0.2 MILE LONG, ON THE INSIDE OF A LONG
 HX0610'CURVE AT EDRAY, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX0610'HIGHWAY, 250 FEET NORTHWEST OF THE NORTHWEST END OF THE SOUTHWEST
 HX0610'CONCRETE HEAD WALL TO A 30-INCH PIPE CULVERT UNDER THE HIGHWAY,
 HX0610'112 YARDS NORTHWEST OF THE SOUTHEAST END OF THE CUT AT A POINT
 HX0610'WHERE A LARGE ROCK HOME SITS ON THE SOUTHWEST BANK OF THE CUT,
 HX0610'ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 4 FEET
 HX0610'ABOVE THE LEVEL OF THE HIGHWAY.
 HX0610
 HX0610                          STATION RECOVERY (1983)
 HX0610
 HX0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0754 ***********************************************************************
 HX0754  DESIGNATION -  E 246 RESET 1963
 HX0754  PID         -  HX0754
 HX0754  STATE/COUNTY-  WV/WEBSTER
 HX0754  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0754
 HX0754                         *CURRENT SURVEY CONTROL
 HX0754  ___________________________________________________________________
 HX0754* NAD 83(1986)-  38 20 51.     (N)    080 24 05.     (W)     SCALED    
 HX0754* NAVD 88     -       705.78   (+/-2cm)    2315.5    (feet)  VERTCON   
 HX0754  ___________________________________________________________________
 HX0754  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX0754
 HX0754  VERT ORDER  -  THIRD (See Below)
 HX0754
 HX0754.The horizontal coordinates were scaled from a topographic map and have
 HX0754.an estimated accuracy of +/- 6 seconds.
 HX0754
 HX0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX0754.The vertical order pertains to the NGVD 29 superseded value.
 HX0754
 HX0754.The geoid height was determined by GEOID03.
 HX0754
 HX0754;                    North         East    Units  Estimated Accuracy
 HX0754;SPC WV S     -   149,730.      652,320.      MT  (+/- 180 meters Scaled)
 HX0754
 HX0754                          SUPERSEDED SURVEY CONTROL
 HX0754
 HX0754  NGVD 29 (09/25/03)  705.91   (m)         2316.0    (f) RESET       3  
 HX0754
 HX0754.Superseded values are not recommended for survey control.
 HX0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0754.See file dsdata.txt to determine how the superseded data were derived.
 HX0754
 HX0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC523445(NAD 83)
 HX0754_MARKER: DB = BENCH MARK DISK
 HX0754_SETTING: 80 = SET IN A BOULDER
 HX0754_SP_SET: BOULDER
 HX0754_STAMPING: E 246 RESET 1963
 HX0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0754+STABILITY: SURFACE MOTION
 HX0754
 HX0754  HISTORY     - Date     Condition        Report By
 HX0754  HISTORY     - 1963     MONUMENTED       USFS
 HX0754
 HX0754                          STATION DESCRIPTION
 HX0754
 HX0754'DESCRIBED BY US FOREST SERVICE 1963
 HX0754'4.6 MI SE FROM DYER.
 HX0754'4.55 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD (BLACK TOP AND
 HX0754'GRADED) FROM THE METHODIST CHURCH AT DYER, ABOUT 0.75 MILES
 HX0754'SOUTHEAST OF AN 8-FOOT PIPE CULVERT FOR SAWYER RUN, ABOUT 0.5
 HX0754'MILE WEST OF A DOUBLE 10-FOOT PIPE CULVERT FOR WHITE OAK RUN,
 HX0754'ABOUT 0.8 MILE WEST OF THE LOCKED GATE, AND SET VERTICALLY IN
 HX0754'THE SOUTHWEST FACE OF A SOLID ROCK BOULDER ABOUT 8 FT-LONG AND
 HX0754'4-FOOT WIDE AND ABOUT 58 FEET FROM NEW CENTERLINE OF ROAD UNDER
 HX0754'CONSTRUCTION, AND 1 1/2 FEET ABOVE GROUND LEVEL AND ABOUT 8 FEET
 HX0754'ABOVE GRADE NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0781 ***********************************************************************
 HX0781  DESIGNATION -  E 247
 HX0781  PID         -  HX0781
 HX0781  STATE/COUNTY-  WV/POCAHONTAS
 HX0781  USGS QUAD   -  WOODROW (1995)
 HX0781
 HX0781                         *CURRENT SURVEY CONTROL
 HX0781  ___________________________________________________________________
 HX0781* NAD 83(1986)-  38 18 00.     (N)    080 12 19.     (W)     SCALED    
 HX0781* NAVD 88     -       930.056  (meters)    3051.36   (feet)  ADJUSTED  
 HX0781  ___________________________________________________________________
 HX0781  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HX0781  DYNAMIC HT  -         929.275 (meters)    3048.80  (feet)  COMP
 HX0781  MODELED GRAV-     979,756.4   (mgal)                       NAVD 88
 HX0781
 HX0781  VERT ORDER  -  SECOND    CLASS 0
 HX0781
 HX0781.The horizontal coordinates were scaled from a topographic map and have
 HX0781.an estimated accuracy of +/- 6 seconds.
 HX0781
 HX0781.The orthometric height was determined by differential leveling
 HX0781.and adjusted by the National Geodetic Survey in June 1991..
 HX0781
 HX0781.The geoid height was determined by GEOID03.
 HX0781
 HX0781.The dynamic height is computed by dividing the NAVD 88
 HX0781.geopotential number by the normal gravity value computed on the
 HX0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0781.degrees latitude (g = 980.6199 gals.).
 HX0781
 HX0781.The modeled gravity was interpolated from observed gravity values.
 HX0781
 HX0781;                    North         East    Units  Estimated Accuracy
 HX0781;SPC WV S     -   144,580.      669,510.      MT  (+/- 180 meters Scaled)
 HX0781
 HX0781                          SUPERSEDED SURVEY CONTROL
 HX0781
 HX0781  NGVD 29 (??/??/92)  930.121  (m)         3051.57   (f) ADJ UNCH    2 0
 HX0781
 HX0781.Superseded values are not recommended for survey control.
 HX0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0781.See file dsdata.txt to determine how the superseded data were derived.
 HX0781
 HX0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC694394(NAD 83)
 HX0781_MARKER: DB = BENCH MARK DISK
 HX0781_SETTING: 66 = SET IN ROCK OUTCROP
 HX0781_SP_SET: ROCK LEDGE
 HX0781_STAMPING: E 247 1962
 HX0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0781+STABILITY: POSITION/ELEVATION WELL
 HX0781
 HX0781  HISTORY     - Date     Condition        Report By
 HX0781  HISTORY     - 1962     MONUMENTED       CGS
 HX0781
 HX0781                          STATION DESCRIPTION
 HX0781
 HX0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0781'4.1 MI NW FROM WOODROW.
 HX0781'1.35 NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW GRADE
 HX0781'SCHOOL, THENCE 2.75 MILES NORTHWEST ALONG U.S. FORESTRY ROAD
 HX0781'76, ABOUT 0.45 MILE SOUTH OF THE WEST END OF A CONCRETE BRIDGE
 HX0781'OVER THE WILLIAMS RIVER AT THE ENTRANCE TO THE MONONGAHELA
 HX0781'NATIONAL FOREST, AT THE JUNCTION OF U.S. FORESTRY ROAD 216
 HX0781'LEADING SOUTH ALONG THE WILLIAMS RIVER, SET VERTICALLY IN THE
 HX0781'SOUTHEAST FACE OF A ROCK LEDGE ABOUT 12-BY 16-FOOT WIDE IN A
 HX0781'SMALL ROCK CUT ABOUT 30 YARDS LONG, 17 1/2 FEET NORTHWEST OF THE
 HX0781'CENTER LINE OF THE ROAD, 53 FEET WEST OF THE CENTER OF THE
 HX0781'JUNCTION, 5 FEET NORTHEAST OF THE SOUTHWEST END OF THE VISIBLE
 HX0781'PORTION OF THE ROCK LEDGE, 1 1/2 FEET ABOVE THE GROUND, AND
 HX0781'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0604 ***********************************************************************
 HX0604  DESIGNATION -  E 248
 HX0604  PID         -  HX0604
 HX0604  STATE/COUNTY-  WV/POCAHONTAS
 HX0604  USGS QUAD   -  MARLINTON (1995)
 HX0604
 HX0604                         *CURRENT SURVEY CONTROL
 HX0604  ___________________________________________________________________
 HX0604* NAD 83(1986)-  38 14 22.     (N)    080 04 25.     (W)     SCALED    
 HX0604* NAVD 88     -       757.386  (meters)    2484.86   (feet)  ADJUSTED  
 HX0604  ___________________________________________________________________
 HX0604  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX0604  DYNAMIC HT  -         756.774 (meters)    2482.85  (feet)  COMP
 HX0604  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 HX0604
 HX0604  VERT ORDER  -  SECOND    CLASS 0
 HX0604
 HX0604.The horizontal coordinates were scaled from a topographic map and have
 HX0604.an estimated accuracy of +/- 6 seconds.
 HX0604
 HX0604.The orthometric height was determined by differential leveling
 HX0604.and adjusted by the National Geodetic Survey in June 1991..
 HX0604
 HX0604.The geoid height was determined by GEOID03.
 HX0604
 HX0604.The dynamic height is computed by dividing the NAVD 88
 HX0604.geopotential number by the normal gravity value computed on the
 HX0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0604.degrees latitude (g = 980.6199 gals.).
 HX0604
 HX0604.The modeled gravity was interpolated from observed gravity values.
 HX0604
 HX0604;                    North         East    Units  Estimated Accuracy
 HX0604;SPC WV S     -   137,970.      681,090.      MT  (+/- 180 meters Scaled)
 HX0604
 HX0604                          SUPERSEDED SURVEY CONTROL
 HX0604
 HX0604  NGVD 29 (??/??/92)  757.464  (m)         2485.11   (f) ADJ UNCH    2 0
 HX0604
 HX0604.Superseded values are not recommended for survey control.
 HX0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0604.See file dsdata.txt to determine how the superseded data were derived.
 HX0604
 HX0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC810327(NAD 83)
 HX0604_MARKER: DB = BENCH MARK DISK
 HX0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0604_STAMPING: E 248 1962
 HX0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0604+STABILITY: SURFACE MOTION
 HX0604
 HX0604  HISTORY     - Date     Condition        Report By
 HX0604  HISTORY     - 1962     MONUMENTED       CGS
 HX0604
 HX0604                          STATION DESCRIPTION
 HX0604
 HX0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0604'2.2 MI NE FROM MARLINTON.
 HX0604'0.95 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST
 HX0604'END OF STATE HIGHWAY 39 BRIDGE OVER GREENBRIER RIVER AT MARLINTON,
 HX0604'THENCE 1.0 MILE NORTHEAST ALONG A BLACK TOP ROAD, THENCE 0.2 MILE
 HX0604'SOUTH THROUGH A LOCKED GATE ALONG A PRIVATE DRIVE LEADING TO
 HX0604'RALPH BURNS AIRPORT, 55 1/2 FEET EAST OF THE CENTER LINE OF
 HX0604'THE DRIVE TO THE HANGAR, 33 1/2 FEET NORTHWEST OF THE NORTH
 HX0604'CORNER OF THE HANGAR, 57 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 HX0604'A WOODEN GATE IN A NORTHWEST AND SOUTHEAST FENCE LINE, 1 1/2
 HX0604'FEET SOUTHWEST OF THE FENCE LINE, 253 FEET SOUTHEAST OF AND ACROSS
 HX0604'THE DRIVE FROM BENCH MARK D 248, 1.8 FEET SOUTHEAST OF A STEEL
 HX0604'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE DRIVE, AND
 HX0604'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0853 ***********************************************************************
 HX0853  DESIGNATION -  E 249
 HX0853  PID         -  HX0853
 HX0853  STATE/COUNTY-  WV/POCAHONTAS
 HX0853  USGS QUAD   -  LOBELIA (1995)
 HX0853
 HX0853                         *CURRENT SURVEY CONTROL
 HX0853  ___________________________________________________________________
 HX0853* NAD 83(1986)-  38 11 01.     (N)    080 15 12.     (W)     SCALED    
 HX0853* NAVD 88     -      1089.863  (meters)    3575.66   (feet)  ADJUSTED  
 HX0853  ___________________________________________________________________
 HX0853  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HX0853  DYNAMIC HT  -        1088.923 (meters)    3572.57  (feet)  COMP
 HX0853  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 HX0853
 HX0853  VERT ORDER  -  SECOND    CLASS 0
 HX0853
 HX0853.The horizontal coordinates were scaled from a topographic map and have
 HX0853.an estimated accuracy of +/- 6 seconds.
 HX0853
 HX0853.The orthometric height was determined by differential leveling
 HX0853.and adjusted by the National Geodetic Survey in June 1991..
 HX0853
 HX0853.The geoid height was determined by GEOID03.
 HX0853
 HX0853.The dynamic height is computed by dividing the NAVD 88
 HX0853.geopotential number by the normal gravity value computed on the
 HX0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0853.degrees latitude (g = 980.6199 gals.).
 HX0853
 HX0853.The modeled gravity was interpolated from observed gravity values.
 HX0853
 HX0853;                    North         East    Units  Estimated Accuracy
 HX0853;SPC WV S     -   131,630.      665,410.      MT  (+/- 180 meters Scaled)
 HX0853
 HX0853                          SUPERSEDED SURVEY CONTROL
 HX0853
 HX0853  NGVD 29 (??/??/92) 1089.930  (m)         3575.88   (f) ADJ UNCH    2 0
 HX0853
 HX0853.Superseded values are not recommended for survey control.
 HX0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0853.See file dsdata.txt to determine how the superseded data were derived.
 HX0853
 HX0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC653264(NAD 83)
 HX0853_MARKER: DB = BENCH MARK DISK
 HX0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0853_STAMPING: E 249 1962
 HX0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0853+STABILITY: SURFACE MOTION
 HX0853
 HX0853  HISTORY     - Date     Condition        Report By
 HX0853  HISTORY     - 1962     MONUMENTED       CGS
 HX0853
 HX0853                          STATION DESCRIPTION
 HX0853
 HX0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0853'6.1 MI NW FROM MILL POINT.
 HX0853'6.1 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX0853'OF U.S. HIGHWAY 219 AT MILL CREEK, AT THE JUNCTION OF A U.S. FORESRY
 HX0853'ROAD LEADING NORTHWEST, 47 FEET SOUTHEAST OF THE CENTER LINE OF
 HX0853'THE HIGHWAY, 84 1/2 FEET SOUTH OF THE CENTER OF THE JUNCTION, 74
 HX0853'FEET EAST OF THE CENTER LINE OF A NARROW WOODS ROAD LEADING SOUTH,
 HX0853'15 FEET EAST OF A 30-INCH ASH TREE WHICH BRANCHES OFF INTO FIVE
 HX0853'TRUNKS ABOUT 1 FOOT ABOVE THE GROUND, 1.4 FEET SOUTHWEST OF A STEEL
 HX0853'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 HX0853'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2711 ***********************************************************************
 HX2711  DESIGNATION -  E 25
 HX2711  PID         -  HX2711
 HX2711  STATE/COUNTY-  WV/JACKSON
 HX2711  USGS QUAD   -  LIVERPOOL (1975)
 HX2711
 HX2711                         *CURRENT SURVEY CONTROL
 HX2711  ___________________________________________________________________
 HX2711* NAD 83(1986)-  38 53 59.     (N)    081 35 44.     (W)     SCALED    
 HX2711* NAVD 88     -       188.867  (meters)     619.64   (feet)  ADJUSTED  
 HX2711  ___________________________________________________________________
 HX2711  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HX2711  DYNAMIC HT  -         188.744 (meters)     619.24  (feet)  COMP
 HX2711  MODELED GRAV-     979,976.1   (mgal)                       NAVD 88
 HX2711
 HX2711  VERT ORDER  -  SECOND    CLASS 0
 HX2711
 HX2711.The horizontal coordinates were scaled from a topographic map and have
 HX2711.an estimated accuracy of +/- 6 seconds.
 HX2711
 HX2711.The orthometric height was determined by differential leveling
 HX2711.and adjusted by the National Geodetic Survey in June 1991..
 HX2711
 HX2711.The geoid height was determined by GEOID03.
 HX2711
 HX2711.The dynamic height is computed by dividing the NAVD 88
 HX2711.geopotential number by the normal gravity value computed on the
 HX2711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2711.degrees latitude (g = 980.6199 gals.).
 HX2711
 HX2711.The modeled gravity was interpolated from observed gravity values.
 HX2711
 HX2711;                    North         East    Units  Estimated Accuracy
 HX2711;SPC WV S     -   211,020.      548,340.      MT  (+/- 180 meters Scaled)
 HX2711
 HX2711                          SUPERSEDED SURVEY CONTROL
 HX2711
 HX2711  NGVD 29 (??/??/92)  189.034  (m)          620.19   (f) ADJ UNCH    2 0
 HX2711
 HX2711.Superseded values are not recommended for survey control.
 HX2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2711.See file dsdata.txt to determine how the superseded data were derived.
 HX2711
 HX2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD483058(NAD 83)
 HX2711_MARKER: DB = BENCH MARK DISK
 HX2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2711_STAMPING: E 25 1935
 HX2711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2711+STABILITY: SURFACE MOTION
 HX2711
 HX2711  HISTORY     - Date     Condition        Report By
 HX2711  HISTORY     - 1935     MONUMENTED       CGS
 HX2711  HISTORY     - 1956     GOOD             NGS
 HX2711  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX2711
 HX2711                          STATION DESCRIPTION
 HX2711
 HX2711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2711'4.2 MI W FROM LIVERPOOL.
 HX2711'ABOUT 4.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2711'THE ROAD CROSSING AT LIVERPOOL, ABOUT 0.1 MILE SOUTH-SOUTHEAST
 HX2711'OF MEADOWDALE SCHOOL, 11 FEET SOUTHEAST OF SOUTHEAST RAIL, 27 FEET
 HX2711'EAST OF CENTER OF A GRAVEL ROAD CROSSING, 36 FEET SOUTHWEST OF
 HX2711'TELEPHONE POLE NO. 12+27, 25 FEET EAST-NORTHEAST OF CENTER LINE
 HX2711'OF ROAD, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP
 HX2711'OF A CONCRETE POST PROJECTING 6 INCHES.
 HX2711
 HX2711                          STATION RECOVERY (1976)
 HX2711
 HX2711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0898 ***********************************************************************
 HX0898  DESIGNATION -  E 250
 HX0898  PID         -  HX0898
 HX0898  STATE/COUNTY-  WV/POCAHONTAS
 HX0898  USGS QUAD   -  DROOP (1995)
 HX0898
 HX0898                         *CURRENT SURVEY CONTROL
 HX0898  ___________________________________________________________________
 HX0898* NAD 83(1986)-  38 06 04.     (N)    080 19 34.     (W)     SCALED    
 HX0898* NAVD 88     -       985.112  (meters)    3231.99   (feet)  ADJUSTED  
 HX0898  ___________________________________________________________________
 HX0898  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX0898  DYNAMIC HT  -         984.264 (meters)    3229.21  (feet)  COMP
 HX0898  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 HX0898
 HX0898  VERT ORDER  -  SECOND    CLASS 0
 HX0898
 HX0898.The horizontal coordinates were scaled from a topographic map and have
 HX0898.an estimated accuracy of +/- 6 seconds.
 HX0898
 HX0898.The orthometric height was determined by differential leveling
 HX0898.and adjusted by the National Geodetic Survey in June 1991..
 HX0898
 HX0898.The geoid height was determined by GEOID03.
 HX0898
 HX0898.The dynamic height is computed by dividing the NAVD 88
 HX0898.geopotential number by the normal gravity value computed on the
 HX0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0898.degrees latitude (g = 980.6199 gals.).
 HX0898
 HX0898.The modeled gravity was interpolated from observed gravity values.
 HX0898
 HX0898;                    North         East    Units  Estimated Accuracy
 HX0898;SPC WV S     -   122,430.      659,100.      MT  (+/- 180 meters Scaled)
 HX0898
 HX0898                          SUPERSEDED SURVEY CONTROL
 HX0898
 HX0898  NGVD 29 (??/??/92)  985.187  (m)         3232.23   (f) ADJ UNCH    2 0
 HX0898
 HX0898.Superseded values are not recommended for survey control.
 HX0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0898.See file dsdata.txt to determine how the superseded data were derived.
 HX0898
 HX0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC590172(NAD 83)
 HX0898_MARKER: DB = BENCH MARK DISK
 HX0898_SETTING: 66 = SET IN ROCK OUTCROP
 HX0898_SP_SET: ROCK CUT
 HX0898_STAMPING: E 250 1962
 HX0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0898+STABILITY: POSITION/ELEVATION WELL
 HX0898
 HX0898  HISTORY     - Date     Condition        Report By
 HX0898  HISTORY     - 1962     MONUMENTED       CGS
 HX0898  HISTORY     - 1983     GOOD             NGS
 HX0898
 HX0898                          STATION DESCRIPTION
 HX0898
 HX0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0898'6.4 MI SW FROM LOBELIA.
 HX0898'4.15 MILES SOUTH ALONG BLACK TOP ROAD FROM THE GRADED ROAD
 HX0898'JUNCTION AT LOBELIA, THENCE ABOUT 2.3 MILES SOUTHWEST AND WEST
 HX0898'ALONG A BLACK TOP AND GRADED ROAD LEADING SOUTH, ABOUT 130 YARDS
 HX0898'EAST OF THE JUNCTION OF A PRIVATE DRIVE TO A WOODEN FRAME FARM
 HX0898'HOUSE ON TOP OF THE MOUNTAIN, SET VERTICALLY ON THE SOUTHEAST
 HX0898'FACE OF A LARGE ROCK CUT ABOUT 85 YARDS LONG DIRECTLY UNDER A
 HX0898'OVERHEAD POWER LINE CROSSING RUNNING NORTHWEST BY SOUTHEAST,
 HX0898'19 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 71 1/2 FEET
 HX0898'EAST OF THE WEST END OF THE ROCK CUT, AND ABOUT 3 FEET ABOVE THE
 HX0898'LEVEL OF THE ROAD.
 HX0898
 HX0898                          STATION RECOVERY (1983)
 HX0898
 HX0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0916 ***********************************************************************
 HX0916  DESIGNATION -  E 251
 HX0916  PID         -  HX0916
 HX0916  STATE/COUNTY-  WV/POCAHONTAS
 HX0916  USGS QUAD   -  LOBELIA (1995)
 HX0916
 HX0916                         *CURRENT SURVEY CONTROL
 HX0916  ___________________________________________________________________
 HX0916* NAD 83(1986)-  38 09 59.     (N)    080 15 17.     (W)     SCALED    
 HX0916* NAVD 88     -      1161.934  (meters)    3812.11   (feet)  ADJUSTED  
 HX0916  ___________________________________________________________________
 HX0916  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HX0916  DYNAMIC HT  -        1160.954 (meters)    3808.90  (feet)  COMP
 HX0916  MODELED GRAV-     979,743.8   (mgal)                       NAVD 88
 HX0916
 HX0916  VERT ORDER  -  SECOND    CLASS 0
 HX0916
 HX0916.The horizontal coordinates were scaled from a topographic map and have
 HX0916.an estimated accuracy of +/- 6 seconds.
 HX0916
 HX0916.The orthometric height was determined by differential leveling
 HX0916.and adjusted by the National Geodetic Survey in June 1991..
 HX0916
 HX0916.The geoid height was determined by GEOID03.
 HX0916
 HX0916.The dynamic height is computed by dividing the NAVD 88
 HX0916.geopotential number by the normal gravity value computed on the
 HX0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0916.degrees latitude (g = 980.6199 gals.).
 HX0916
 HX0916.The modeled gravity was interpolated from observed gravity values.
 HX0916
 HX0916;                    North         East    Units  Estimated Accuracy
 HX0916;SPC WV S     -   129,720.      665,310.      MT  (+/- 180 meters Scaled)
 HX0916
 HX0916                          SUPERSEDED SURVEY CONTROL
 HX0916
 HX0916  NGVD 29 (??/??/92) 1162.026  (m)         3812.41   (f) ADJ UNCH    2 0
 HX0916
 HX0916.Superseded values are not recommended for survey control.
 HX0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0916.See file dsdata.txt to determine how the superseded data were derived.
 HX0916
 HX0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC652245(NAD 83)
 HX0916_MARKER: DB = BENCH MARK DISK
 HX0916_SETTING: 0 = UNSPECIFIED SETTING
 HX0916_STAMPING: E 251 1962
 HX0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0916
 HX0916  HISTORY     - Date     Condition        Report By
 HX0916  HISTORY     - 1962     MONUMENTED       CGS
 HX0916
 HX0916                          STATION DESCRIPTION
 HX0916
 HX0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0916'5.7 MI NE FROM LOBELIA.
 HX0916'3.65 MILES NORTHEAST ALONG BLACK TOP ROAD FROM THE JUNCTION OF
 HX0916'GRADED ROAD AT LOBELIA, THENCE ABOUT 1.9 MILES EAST AND NORTH
 HX0916'ALONG GRADED ROAD, THENCE ABOUT 0.15 MILES NORTH ALONG NARROW
 HX0916'DIRT ROAD, SET AT THE JUNCTION OF A DIM WOODS ROAD LEADING
 HX0916'NORTHEAST AT A POINT WHERE THE DIRT ROAD CONTINUES NORTH AS A
 HX0916'VERY DIM TRAIL, 24 1/2 FEET EAST OF THE CENTER LINE OF DIRT ROAD,
 HX0916'42 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE JUNCTION OF
 HX0916'TRAIL NORTHEAST, 16 FEET NORTHWEST OF THE CENTER LINE OF THE
 HX0916'TRAIL NORTHEAST, 5 1/2 FEET SOUTH OF A 10-INCH TRIANGULAR BLAZED
 HX0916'MAPLE TREE, 5 FOOT EAST OF AN OLD WOODEN POLE FENCE LINE, 1.5
 HX0916'FEET SOUTH BY SOUTHEAST OF A STEEL WITNESS POST, AND ABOUT
 HX0916'1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0930 ***********************************************************************
 HX0930  DESIGNATION -  E 252
 HX0930  PID         -  HX0930
 HX0930  STATE/COUNTY-  WV/POCAHONTAS
 HX0930  USGS QUAD   -  DROOP (1995)
 HX0930
 HX0930                         *CURRENT SURVEY CONTROL
 HX0930  ___________________________________________________________________
 HX0930* NAD 83(1986)-  38 05 34.     (N)    080 17 00.     (W)     SCALED    
 HX0930* NAVD 88     -       866.583  (meters)    2843.11   (feet)  ADJUSTED  
 HX0930  ___________________________________________________________________
 HX0930  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX0930  DYNAMIC HT  -         865.849 (meters)    2840.71  (feet)  COMP
 HX0930  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 HX0930
 HX0930  VERT ORDER  -  SECOND    CLASS 0
 HX0930
 HX0930.The horizontal coordinates were scaled from a topographic map and have
 HX0930.an estimated accuracy of +/- 6 seconds.
 HX0930
 HX0930.The orthometric height was determined by differential leveling
 HX0930.and adjusted by the National Geodetic Survey in June 1991..
 HX0930
 HX0930.The geoid height was determined by GEOID03.
 HX0930
 HX0930.The dynamic height is computed by dividing the NAVD 88
 HX0930.geopotential number by the normal gravity value computed on the
 HX0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0930.degrees latitude (g = 980.6199 gals.).
 HX0930
 HX0930.The modeled gravity was interpolated from observed gravity values.
 HX0930
 HX0930;                    North         East    Units  Estimated Accuracy
 HX0930;SPC WV S     -   121,530.      662,860.      MT  (+/- 180 meters Scaled)
 HX0930
 HX0930                          SUPERSEDED SURVEY CONTROL
 HX0930
 HX0930  NGVD 29 (??/??/92)  866.667  (m)         2843.39   (f) ADJ UNCH    2 0
 HX0930
 HX0930.Superseded values are not recommended for survey control.
 HX0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0930.See file dsdata.txt to determine how the superseded data were derived.
 HX0930
 HX0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC628163(NAD 83)
 HX0930_MARKER: DB = BENCH MARK DISK
 HX0930_SETTING: 66 = SET IN ROCK OUTCROP
 HX0930_SP_SET: ROCK CUT
 HX0930_STAMPING: E 252 1962
 HX0930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0930+STABILITY: POSITION/ELEVATION WELL
 HX0930
 HX0930  HISTORY     - Date     Condition        Report By
 HX0930  HISTORY     - 1962     MONUMENTED       CGS
 HX0930  HISTORY     - 1983     GOOD             NGS
 HX0930
 HX0930                          STATION DESCRIPTION
 HX0930
 HX0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0930'2.6 MI N FROM DROOP.
 HX0930'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 HX0930'AT DROOP, THENCE ABOUT 0.7 MILE WEST ALONG A BLACK TOP ROAD, ON THE
 HX0930'INSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND SOUTHEAST,
 HX0930'SET ON TOP OF THE SOUTHWEST END OF A ROCK THAT IS A PART OF A
 HX0930'LARGE CUT, 8 INCHES NORTH OF THE SOUTH END OF THE ROCK, 46 FEET
 HX0930'SOUTH OF A PIPE CULVERT, 11 FEET EAST OF THE CENTER LINE OF
 HX0930'THE ROAD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0930
 HX0930                          STATION RECOVERY (1983)
 HX0930
 HX0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0652 ***********************************************************************
 HX0652  DESIGNATION -  E 253
 HX0652  PID         -  HX0652
 HX0652  STATE/COUNTY-  WV/POCAHONTAS
 HX0652  USGS QUAD   -  EDRAY (1995)
 HX0652
 HX0652                         *CURRENT SURVEY CONTROL
 HX0652  ___________________________________________________________________
 HX0652* NAD 83(1986)-  38 22 20.     (N)    080 01 50.     (W)     SCALED    
 HX0652* NAVD 88     -       845.833  (meters)    2775.04   (feet)  ADJUSTED  
 HX0652  ___________________________________________________________________
 HX0652  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0652  DYNAMIC HT  -         845.136 (meters)    2772.75  (feet)  COMP
 HX0652  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 HX0652
 HX0652  VERT ORDER  -  SECOND    CLASS 0
 HX0652
 HX0652.The horizontal coordinates were scaled from a topographic map and have
 HX0652.an estimated accuracy of +/- 6 seconds.
 HX0652
 HX0652.The orthometric height was determined by differential leveling
 HX0652.and adjusted by the National Geodetic Survey in June 1991..
 HX0652
 HX0652.The geoid height was determined by GEOID03.
 HX0652
 HX0652.The dynamic height is computed by dividing the NAVD 88
 HX0652.geopotential number by the normal gravity value computed on the
 HX0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0652.degrees latitude (g = 980.6199 gals.).
 HX0652
 HX0652.The modeled gravity was interpolated from observed gravity values.
 HX0652
 HX0652;                    North         East    Units  Estimated Accuracy
 HX0652;SPC WV S     -   152,750.      684,710.      MT  (+/- 180 meters Scaled)
 HX0652
 HX0652                          SUPERSEDED SURVEY CONTROL
 HX0652
 HX0652  NGVD 29 (??/??/92)  845.887  (m)         2775.21   (f) ADJ UNCH    2 0
 HX0652
 HX0652.Superseded values are not recommended for survey control.
 HX0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0652.See file dsdata.txt to determine how the superseded data were derived.
 HX0652
 HX0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC846475(NAD 83)
 HX0652_MARKER: DB = BENCH MARK DISK
 HX0652_SETTING: 66 = SET IN ROCK OUTCROP
 HX0652_SP_SET: ROCK CUT
 HX0652_STAMPING: E 253 1962
 HX0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0652+STABILITY: POSITION/ELEVATION WELL
 HX0652
 HX0652  HISTORY     - Date     Condition        Report By
 HX0652  HISTORY     - 1962     MONUMENTED       CGS
 HX0652
 HX0652                          STATION DESCRIPTION
 HX0652
 HX0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0652'5.4 MI NW FROM CLOVER LICK.
 HX0652'5.45 MILES WEST AND NORTHWEST ALONG A BLACK TOP AND GRAVEL ROAD
 HX0652'FROM THE POST OFFICE AT CLOVER LICK, 12 FEET EAST OF CENTER
 HX0652'LINE OF ROAD, ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD, 18 FEET
 HX0652'NORTH OF SOUTH END OF CUT, 67 YARDS SOUTH OF A BOARD GATE, AND
 HX0652'SET VERTICALLY IN THE WEST FACE OF A 36 FOOT LONG-BY-12 FOOT
 HX0652'HIGH ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0066 ***********************************************************************
 HX0066  DESIGNATION -  E 254
 HX0066  PID         -  HX0066
 HX0066  STATE/COUNTY-  WV/RANDOLPH
 HX0066  USGS QUAD   -  ADOLPH (1995)
 HX0066
 HX0066                         *CURRENT SURVEY CONTROL
 HX0066  ___________________________________________________________________
 HX0066* NAD 83(1986)-  38 38 11.     (N)    080 00 56.     (W)     SCALED    
 HX0066* NAVD 88     -       648.246  (meters)    2126.79   (feet)  ADJUSTED  
 HX0066  ___________________________________________________________________
 HX0066  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HX0066  DYNAMIC HT  -         647.754 (meters)    2125.17  (feet)  COMP
 HX0066  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 HX0066
 HX0066  VERT ORDER  -  FIRST     CLASS II
 HX0066
 HX0066.The horizontal coordinates were scaled from a topographic map and have
 HX0066.an estimated accuracy of +/- 6 seconds.
 HX0066
 HX0066.The orthometric height was determined by differential leveling
 HX0066.and adjusted by the National Geodetic Survey in June 1991..
 HX0066
 HX0066.The geoid height was determined by GEOID03.
 HX0066
 HX0066.The dynamic height is computed by dividing the NAVD 88
 HX0066.geopotential number by the normal gravity value computed on the
 HX0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0066.degrees latitude (g = 980.6199 gals.).
 HX0066
 HX0066.The modeled gravity was interpolated from observed gravity values.
 HX0066
 HX0066;                    North         East    Units  Estimated Accuracy
 HX0066;SPC WV S     -   182,080.      685,710.      MT  (+/- 180 meters Scaled)
 HX0066
 HX0066                          SUPERSEDED SURVEY CONTROL
 HX0066
 HX0066  NGVD 29 (??/??/92)  648.388  (m)         2127.25   (f) ADJ UNCH    1 2
 HX0066
 HX0066.Superseded values are not recommended for survey control.
 HX0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0066.See file dsdata.txt to determine how the superseded data were derived.
 HX0066
 HX0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC856768(NAD 83)
 HX0066_MARKER: DB = BENCH MARK DISK
 HX0066_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX0066_STAMPING: E 254 1962
 HX0066_MARK LOGO: CGS   
 HX0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0066+STABILITY: SURFACE MOTION
 HX0066
 HX0066  HISTORY     - Date     Condition        Report By
 HX0066  HISTORY     - 1962     MONUMENTED       CGS
 HX0066  HISTORY     - 1983     GOOD             NGS
 HX0066
 HX0066                          STATION DESCRIPTION
 HX0066
 HX0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0066'6 MI SW FROM HUTTONSVILLE.
 HX0066'ABOUT 6.05 SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE JUNCTION
 HX0066'OF U.S. HIGHWAY 219 AND 250 AT HUTTONSVILLE, ABOUT 6.75 MILES
 HX0066'NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF STATE
 HX0066'HIGHWAY 15 AND U.S. HIGHWAY 219 AT VALLEY HEAD, 13 FEET NORTHWEST
 HX0066'OF CENTER LINE OF HIGHWAY, 18 FEET WEST OF CENTER OF DRIVEWAY
 HX0066'TO BRICK HOUSE, 250 FEET SOUTH OF ELKWATER SCHOOL, ABOUT 1
 HX0066'FOOT BELOW LEVEL OF HIGHWAY, AND SET ON TOP OF NORTHEAST END
 HX0066'OF NORTHWEST HEAD WALL OF A 6 FOOT CONCRETE BOX CULVERT.
 HX0066
 HX0066                          STATION RECOVERY (1983)
 HX0066
 HX0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0679 ***********************************************************************
 HX0679  DESIGNATION -  E 255
 HX0679  PID         -  HX0679
 HX0679  STATE/COUNTY-  WV/WEBSTER
 HX0679  USGS QUAD   -  SHARP KNOB (1995)
 HX0679
 HX0679                         *CURRENT SURVEY CONTROL
 HX0679  ___________________________________________________________________
 HX0679* NAD 83(1986)-  38 25 24.     (N)    080 14 47.     (W)     SCALED    
 HX0679* NAVD 88     -       839.539  (meters)    2754.39   (feet)  ADJUSTED  
 HX0679  ___________________________________________________________________
 HX0679  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HX0679  DYNAMIC HT  -         838.865 (meters)    2752.18  (feet)  COMP
 HX0679  MODELED GRAV-     979,797.3   (mgal)                       NAVD 88
 HX0679
 HX0679  VERT ORDER  -  SECOND    CLASS 0
 HX0679
 HX0679.The horizontal coordinates were scaled from a topographic map and have
 HX0679.an estimated accuracy of +/- 6 seconds.
 HX0679
 HX0679.The orthometric height was determined by differential leveling
 HX0679.and adjusted by the National Geodetic Survey in June 1991..
 HX0679
 HX0679.The geoid height was determined by GEOID03.
 HX0679
 HX0679.The dynamic height is computed by dividing the NAVD 88
 HX0679.geopotential number by the normal gravity value computed on the
 HX0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0679.degrees latitude (g = 980.6199 gals.).
 HX0679
 HX0679.The modeled gravity was interpolated from observed gravity values.
 HX0679
 HX0679;                    North         East    Units  Estimated Accuracy
 HX0679;SPC WV S     -   158,240.      665,800.      MT  (+/- 180 meters Scaled)
 HX0679
 HX0679                          SUPERSEDED SURVEY CONTROL
 HX0679
 HX0679  NGVD 29 (??/??/92)  839.651  (m)         2754.76   (f) ADJ UNCH    2 0
 HX0679
 HX0679.Superseded values are not recommended for survey control.
 HX0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0679.See file dsdata.txt to determine how the superseded data were derived.
 HX0679
 HX0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC657530(NAD 83)
 HX0679_MARKER: DB = BENCH MARK DISK
 HX0679_SETTING: 66 = SET IN ROCK OUTCROP
 HX0679_SP_SET: ROCK CUT
 HX0679_STAMPING: E 255 1962
 HX0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0679+STABILITY: POSITION/ELEVATION WELL
 HX0679
 HX0679  HISTORY     - Date     Condition        Report By
 HX0679  HISTORY     - 1962     MONUMENTED       CGS
 HX0679
 HX0679                          STATION DESCRIPTION
 HX0679
 HX0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0679'15 MI SE FROM BOLAIR.
 HX0679'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0679'BOLAIR, THENCE ABOUT 14.8 MILES SOUTHEAST ALONG GAULEY RIVER
 HX0679'ROAD, ABOUT 75 YARDS SOUTHEAST OF THE SOUTHEAST END OF A 50-FOOT
 HX0679'BRIDGE OVER THE GAULEY RIVER, ON TOP OF THE SOUTHWEST EDGE OF A
 HX0679'ROCK CUT THAT IS ABOUT 50-FOOT LONG AND 4-FOOT HIGH, 18 1/2
 HX0679'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 7 FEET NORTHWEST
 HX0679'OF THE SOUTHEAST END OF THE ROCK, 0.9 FOOT NORTHEAST OF THE
 HX0679'SOUTHWEST EDGE OF THE ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL
 HX0679'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0532 ***********************************************************************
 HX0532  DESIGNATION -  E 256
 HX0532  PID         -  HX0532
 HX0532  STATE/COUNTY-  WV/WEBSTER
 HX0532  USGS QUAD   -  BERGOO (1995)
 HX0532
 HX0532                         *CURRENT SURVEY CONTROL
 HX0532  ___________________________________________________________________
 HX0532* NAD 83(1986)-  38 27 39.     (N)    080 22 21.     (W)     SCALED    
 HX0532* NAVD 88     -       535.266  (meters)    1756.12   (feet)  ADJUSTED  
 HX0532  ___________________________________________________________________
 HX0532  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX0532  DYNAMIC HT  -         534.862 (meters)    1754.79  (feet)  COMP
 HX0532  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 HX0532
 HX0532  VERT ORDER  -  SECOND    CLASS 0
 HX0532
 HX0532.The horizontal coordinates were scaled from a topographic map and have
 HX0532.an estimated accuracy of +/- 6 seconds.
 HX0532
 HX0532.The orthometric height was determined by differential leveling
 HX0532.and adjusted by the National Geodetic Survey in June 1991..
 HX0532
 HX0532.The geoid height was determined by GEOID03.
 HX0532
 HX0532.The dynamic height is computed by dividing the NAVD 88
 HX0532.geopotential number by the normal gravity value computed on the
 HX0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0532.degrees latitude (g = 980.6199 gals.).
 HX0532
 HX0532.The modeled gravity was interpolated from observed gravity values.
 HX0532
 HX0532;                    North         East    Units  Estimated Accuracy
 HX0532;SPC WV S     -   162,320.      654,760.      MT  (+/- 180 meters Scaled)
 HX0532
 HX0532                          SUPERSEDED SURVEY CONTROL
 HX0532
 HX0532  NGVD 29 (??/??/92)  535.425  (m)         1756.64   (f) ADJ UNCH    2 0
 HX0532
 HX0532.Superseded values are not recommended for survey control.
 HX0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0532.See file dsdata.txt to determine how the superseded data were derived.
 HX0532
 HX0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC547571(NAD 83)
 HX0532_MARKER: DB = BENCH MARK DISK
 HX0532_SETTING: 66 = SET IN ROCK OUTCROP
 HX0532_SP_SET: ROCK LEDGE
 HX0532_STAMPING: E 256 1962
 HX0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0532+STABILITY: POSITION/ELEVATION WELL
 HX0532
 HX0532  HISTORY     - Date     Condition        Report By
 HX0532  HISTORY     - 1962     MONUMENTED       CGS
 HX0532
 HX0532                          STATION DESCRIPTION
 HX0532
 HX0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0532'2.7 MI SE FROM WEBSTER SPRINGS.
 HX0532'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE COURT HOUSE
 HX0532'AT WEBSTER SPRINGS, ABOUT 0.5 MILE EAST OF JUNCTION OF BLACK
 HX0532'TOP ROAD TO PARCOAL, ABOUT 0.65 MILE SOUTHWEST OF BLACK TOP
 HX0532'ROAD LEADING EAST TO CURTIN, AT ABOUT THE CENTER OF A LONG -S-
 HX0532'CURVE WITH TANGENTS EXTENDING WEST AND NORTHEAST, 20 FEET
 HX0532'NORTHEAST OF CENTER LINE OF HIGHWAY, 2 1/2 FEET ABOVE HIGHWAY
 HX0532'LEVEL, 24.5 FEET NORTHWEST OF NORTHEAST END OF 24 INCH PIPE
 HX0532'CULVERT, AND SET VERTICALLY IN SOUTHWEST FACE OF A 20 FOOT
 HX0532'LONG-BY-2 1/2 FOOT HIGH ROCK LEDGE THAT IS PART OF A 20 FOOT
 HX0532'HIGH ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0025 ***********************************************************************
 HX0025  DESIGNATION -  E 257
 HX0025  PID         -  HX0025
 HX0025  STATE/COUNTY-  WV/WEBSTER
 HX0025  USGS QUAD   -  SAMP (1995)
 HX0025
 HX0025                         *CURRENT SURVEY CONTROL
 HX0025  ___________________________________________________________________
 HX0025* NAD 83(1986)-  38 32 44.     (N)    080 12 16.     (W)     SCALED    
 HX0025* NAVD 88     -      1096.645  (meters)    3597.91   (feet)  ADJUSTED  
 HX0025  ___________________________________________________________________
 HX0025  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HX0025  DYNAMIC HT  -        1095.735 (meters)    3594.92  (feet)  COMP
 HX0025  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 HX0025
 HX0025  VERT ORDER  -  SECOND    CLASS 0
 HX0025
 HX0025.The horizontal coordinates were scaled from a topographic map and have
 HX0025.an estimated accuracy of +/- 6 seconds.
 HX0025
 HX0025.The orthometric height was determined by differential leveling
 HX0025.and adjusted by the National Geodetic Survey in June 1991..
 HX0025
 HX0025.The geoid height was determined by GEOID03.
 HX0025
 HX0025.The dynamic height is computed by dividing the NAVD 88
 HX0025.geopotential number by the normal gravity value computed on the
 HX0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0025.degrees latitude (g = 980.6199 gals.).
 HX0025
 HX0025.The modeled gravity was interpolated from observed gravity values.
 HX0025
 HX0025;                    North         East    Units  Estimated Accuracy
 HX0025;SPC WV S     -   171,840.      669,350.      MT  (+/- 180 meters Scaled)
 HX0025
 HX0025                          SUPERSEDED SURVEY CONTROL
 HX0025
 HX0025  NGVD 29 (??/??/92) 1096.732  (m)         3598.19   (f) ADJ UNCH    2 0
 HX0025
 HX0025.Superseded values are not recommended for survey control.
 HX0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0025.See file dsdata.txt to determine how the superseded data were derived.
 HX0025
 HX0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC693666(NAD 83)
 HX0025_MARKER: DB = BENCH MARK DISK
 HX0025_SETTING: 80 = SET IN A BOULDER
 HX0025_SP_SET: BOULDER
 HX0025_STAMPING: E 257 1962
 HX0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0025+STABILITY: SURFACE MOTION
 HX0025
 HX0025  HISTORY     - Date     Condition        Report By
 HX0025  HISTORY     - 1962     MONUMENTED       CGS
 HX0025
 HX0025                          STATION DESCRIPTION
 HX0025
 HX0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0025'2.1 MI E FROM WANETA.
 HX0025'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0025'AT WANETA, ABOUT 0.6 MILE WEST OF WEBSTER-RANDOLPH COUNTY LINE,
 HX0025'29 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, ABOUT 4 FEET ABOVE
 HX0025'LEVEL OF HIGHWAY, 70 FEET WEST AND ACROSS HIGHWAY FROM POWER
 HX0025'POLE WITH TWO GUY WIRES, AND SET ON TOP OF A EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0486 ***********************************************************************
 HX0486  DESIGNATION -  E 258
 HX0486  PID         -  HX0486
 HX0486  STATE/COUNTY-  WV/RANDOLPH
 HX0486  USGS QUAD   -  SAMP (1995)
 HX0486
 HX0486                         *CURRENT SURVEY CONTROL
 HX0486  ___________________________________________________________________
 HX0486* NAD 83(1986)-  38 32 19.     (N)    080 08 04.     (W)     SCALED    
 HX0486* NAVD 88     -       725.859  (meters)    2381.42   (feet)  ADJUSTED  
 HX0486  ___________________________________________________________________
 HX0486  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0486  DYNAMIC HT  -         725.248 (meters)    2379.42  (feet)  COMP
 HX0486  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 HX0486
 HX0486  VERT ORDER  -  SECOND    CLASS 0
 HX0486
 HX0486.The horizontal coordinates were scaled from a topographic map and have
 HX0486.an estimated accuracy of +/- 6 seconds.
 HX0486
 HX0486.The orthometric height was determined by differential leveling
 HX0486.and adjusted by the National Geodetic Survey in June 1991..
 HX0486
 HX0486.The geoid height was determined by GEOID03.
 HX0486
 HX0486.The dynamic height is computed by dividing the NAVD 88
 HX0486.geopotential number by the normal gravity value computed on the
 HX0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0486.degrees latitude (g = 980.6199 gals.).
 HX0486
 HX0486.The modeled gravity was interpolated from observed gravity values.
 HX0486
 HX0486;                    North         East    Units  Estimated Accuracy
 HX0486;SPC WV S     -   171,120.      675,460.      MT  (+/- 180 meters Scaled)
 HX0486
 HX0486                          SUPERSEDED SURVEY CONTROL
 HX0486
 HX0486  NGVD 29 (??/??/92)  725.929  (m)         2381.65   (f) ADJ UNCH    2 0
 HX0486
 HX0486.Superseded values are not recommended for survey control.
 HX0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0486.See file dsdata.txt to determine how the superseded data were derived.
 HX0486
 HX0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC754659(NAD 83)
 HX0486_MARKER: DB = BENCH MARK DISK
 HX0486_SETTING: 66 = SET IN ROCK OUTCROP
 HX0486_SP_SET: ROCK LEDGE
 HX0486_STAMPING: E 258 1962
 HX0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0486+STABILITY: POSITION/ELEVATION WELL
 HX0486
 HX0486  HISTORY     - Date     Condition        Report By
 HX0486  HISTORY     - 1962     MONUMENTED       CGS
 HX0486
 HX0486                          STATION DESCRIPTION
 HX0486
 HX0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0486'4.7 MI S FROM MONTERVILLE.
 HX0486'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 15 FROM THE MONTERVILLE
 HX0486'SCHOOL, THENCE ABOUT 3.4 MILES SOUTHWEST ALONG THE VALLEY FORK
 HX0486'ROAD, 0.1 MILES WEST OF A CONCRETE BRIDGE THAT IS 30-FOOT LONG
 HX0486'OVER VALLEY FORK CREEK, SET VERTICALLY IN THE NORTH FACE OF A
 HX0486'ROCK LEDGE THAT IS AT THE BOTTOM OF A MOUNTAIN, 80 1/2 FEET
 HX0486'SOUTH OF THE CENTER LINE OF THE ROAD, 125 FEET SOUTH OF AND
 HX0486'ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A ASHLAND STATION
 HX0486'AND STORE, 2 1/2 FEET ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE
 HX0486'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0187 ***********************************************************************
 HX0187  DESIGNATION -  E 259
 HX0187  PID         -  HX0187
 HX0187  STATE/COUNTY-  WV/WEBSTER
 HX0187  USGS QUAD   -  DIANA (1982)
 HX0187
 HX0187                         *CURRENT SURVEY CONTROL
 HX0187  ___________________________________________________________________
 HX0187* NAD 83(1986)-  38 35 36.     (N)    080 23 32.     (W)     SCALED    
 HX0187* NAVD 88     -       759.956  (meters)    2493.29   (feet)  ADJUSTED  
 HX0187  ___________________________________________________________________
 HX0187  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HX0187  DYNAMIC HT  -         759.405 (meters)    2491.48  (feet)  COMP
 HX0187  MODELED GRAV-     979,876.7   (mgal)                       NAVD 88
 HX0187
 HX0187  VERT ORDER  -  SECOND    CLASS 0
 HX0187
 HX0187.The horizontal coordinates were scaled from a topographic map and have
 HX0187.an estimated accuracy of +/- 6 seconds.
 HX0187
 HX0187.The orthometric height was determined by differential leveling
 HX0187.and adjusted by the National Geodetic Survey in June 1991..
 HX0187
 HX0187.The geoid height was determined by GEOID03.
 HX0187
 HX0187.The dynamic height is computed by dividing the NAVD 88
 HX0187.geopotential number by the normal gravity value computed on the
 HX0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0187.degrees latitude (g = 980.6199 gals.).
 HX0187
 HX0187.The modeled gravity was interpolated from observed gravity values.
 HX0187
 HX0187;                    North         East    Units  Estimated Accuracy
 HX0187;SPC WV S     -   177,020.      652,950.      MT  (+/- 180 meters Scaled)
 HX0187
 HX0187                          SUPERSEDED SURVEY CONTROL
 HX0187
 HX0187  NGVD 29 (??/??/92)  760.127  (m)         2493.85   (f) ADJ UNCH    2 0
 HX0187
 HX0187.Superseded values are not recommended for survey control.
 HX0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0187.See file dsdata.txt to determine how the superseded data were derived.
 HX0187
 HX0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC529718(NAD 83)
 HX0187_MARKER: DB = BENCH MARK DISK
 HX0187_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0187_SP_SET: UNSPECIFIED ROCK
 HX0187_STAMPING: E 259 1962
 HX0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0187
 HX0187  HISTORY     - Date     Condition        Report By
 HX0187  HISTORY     - 1962     MONUMENTED       CGS
 HX0187
 HX0187                          STATION DESCRIPTION
 HX0187
 HX0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0187'4.2 MI S FROM HACKER VALLEY.
 HX0187'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX0187'OFFICE AT HACKER VALLEY, ON THE INSIDE OF A CURVE WITH THE
 HX0187'TANGENTS EXTENDING TO THE NORTHWEST AND SOUTH, SET VERTICALLY
 HX0187'IN THE EAST FACE OF A ROCK THAT IS 15 FEET LONG AND 3 FEET
 HX0187'HIGH, 20 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET
 HX0187'NORTH OF THE SOUTH END OF THE ROCK, AND ABOUT LEVEL WITH THE
 HX0187'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1011 ***********************************************************************
 JX1011  DESIGNATION -  E 26
 JX1011  PID         -  JX1011
 JX1011  STATE/COUNTY-  WV/RITCHIE
 JX1011  USGS QUAD   -  HARRISVILLE (1975)
 JX1011
 JX1011                         *CURRENT SURVEY CONTROL
 JX1011  ___________________________________________________________________
 JX1011* NAD 83(1986)-  39 11 48.     (N)    081 02 23.     (W)     SCALED    
 JX1011* NAVD 88     -       248.841  (meters)     816.41   (feet)  ADJUSTED  
 JX1011  ___________________________________________________________________
 JX1011  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JX1011  DYNAMIC HT  -         248.684 (meters)     815.89  (feet)  COMP
 JX1011  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 JX1011
 JX1011  VERT ORDER  -  SECOND    CLASS 0
 JX1011
 JX1011.The horizontal coordinates were scaled from a topographic map and have
 JX1011.an estimated accuracy of +/- 6 seconds.
 JX1011
 JX1011.The orthometric height was determined by differential leveling
 JX1011.and adjusted by the National Geodetic Survey in June 1991..
 JX1011
 JX1011.The geoid height was determined by GEOID03.
 JX1011
 JX1011.The dynamic height is computed by dividing the NAVD 88
 JX1011.geopotential number by the normal gravity value computed on the
 JX1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1011.degrees latitude (g = 980.6199 gals.).
 JX1011
 JX1011.The modeled gravity was interpolated from observed gravity values.
 JX1011
 JX1011;                    North         East    Units  Estimated Accuracy
 JX1011;SPC WV N     -    78,480.      467,000.      MT  (+/- 180 meters Scaled)
 JX1011
 JX1011                          SUPERSEDED SURVEY CONTROL
 JX1011
 JX1011  NGVD 29 (??/??/92)  249.011  (m)          816.96   (f) ADJ UNCH    2 0
 JX1011
 JX1011.Superseded values are not recommended for survey control.
 JX1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1011.See file dsdata.txt to determine how the superseded data were derived.
 JX1011
 JX1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD965386(NAD 83)
 JX1011_MARKER: DB = BENCH MARK DISK
 JX1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1011_STAMPING: E 26 1935
 JX1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1011+STABILITY: SURFACE MOTION
 JX1011
 JX1011  HISTORY     - Date     Condition        Report By
 JX1011  HISTORY     - 1935     MONUMENTED       CGS
 JX1011
 JX1011                          STATION DESCRIPTION
 JX1011
 JX1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX1011'1.2 MI S FROM HARRISVILLE.
 JX1011'1.2 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 JX1011'AT HARRISVILLE, RITCHIE COUNTY, 37 FEET SOUTH OF THE SOUTHEAST
 JX1011'END OF A CONCRETE BRIDGE, 30 FEET EAST OF THE CENTERLINE OF THE
 JX1011'HIGHWAY, AND AT THE NORTH END OF A CUT.  A STANDARD DISK,
 JX1011'STAMPED E 26 1935 AND SET IN THE TOP OF A CONCRETE POST.,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1658 ***********************************************************************
 HX1658  DESIGNATION -  E 260
 HX1658  PID         -  HX1658
 HX1658  STATE/COUNTY-  WV/BRAXTON
 HX1658  USGS QUAD   -  NEWVILLE (1976)
 HX1658
 HX1658                         *CURRENT SURVEY CONTROL
 HX1658  ___________________________________________________________________
 HX1658* NAD 83(1986)-  38 40 21.     (N)    080 32 32.     (W)     SCALED    
 HX1658* NAVD 88     -       306.398  (meters)    1005.24   (feet)  ADJUSTED  
 HX1658  ___________________________________________________________________
 HX1658  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HX1658  DYNAMIC HT  -         306.189 (meters)    1004.56  (feet)  COMP
 HX1658  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 HX1658
 HX1658  VERT ORDER  -  SECOND    CLASS 0
 HX1658
 HX1658.The horizontal coordinates were scaled from a topographic map and have
 HX1658.an estimated accuracy of +/- 6 seconds.
 HX1658
 HX1658.The orthometric height was determined by differential leveling
 HX1658.and adjusted by the National Geodetic Survey in June 1991..
 HX1658
 HX1658.The geoid height was determined by GEOID03.
 HX1658
 HX1658.The dynamic height is computed by dividing the NAVD 88
 HX1658.geopotential number by the normal gravity value computed on the
 HX1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1658.degrees latitude (g = 980.6199 gals.).
 HX1658
 HX1658.The modeled gravity was interpolated from observed gravity values.
 HX1658
 HX1658;                    North         East    Units  Estimated Accuracy
 HX1658;SPC WV S     -   185,730.      639,840.      MT  (+/- 180 meters Scaled)
 HX1658
 HX1658                          SUPERSEDED SURVEY CONTROL
 HX1658
 HX1658  NGVD 29 (??/??/92)  306.579  (m)         1005.83   (f) ADJ UNCH    2 0
 HX1658
 HX1658.Superseded values are not recommended for survey control.
 HX1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1658.See file dsdata.txt to determine how the superseded data were derived.
 HX1658
 HX1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC398805(NAD 83)
 HX1658_MARKER: DB = BENCH MARK DISK
 HX1658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1658_SP_SET: BRIDGE
 HX1658_STAMPING: E 260 1962
 HX1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1658
 HX1658  HISTORY     - Date     Condition        Report By
 HX1658  HISTORY     - 1962     MONUMENTED       CGS
 HX1658
 HX1658                          STATION DESCRIPTION
 HX1658
 HX1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1658'7.4 MI NW FROM GUARDIAN.
 HX1658'ABOUT 7.4 MILES NORTHWEST ALONG THE HOLLY RIVER ROAD THAT FOLLOWS
 HX1658'ALONG THE RIGHT FORK OF THE HOLLY RIVER FROM THE POST OFFICE AT
 HX1658'GUARDIAN, SET ON TOP OF THE NORTH END OF THE WEST HEAD WALL OF A
 HX1658'369-FOOT CONCRETE BRIDGE OVER THE RIGHT FORK OF THE HOLLY RIVER,
 HX1658'6 FEET SOUTH OF THE NORTH END OF THE ABUTMENT, 12 FEET NORTHWEST
 HX1658'OF THE CENTER LINE OF THE ROAD, AND IS ABOUT 1/2-FOOT ABOVE THE
 HX1658'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0273 ***********************************************************************
 HX0273  DESIGNATION -  E 261
 HX0273  PID         -  HX0273
 HX0273  STATE/COUNTY-  WV/WEBSTER
 HX0273  USGS QUAD   -  SKELT (1982)
 HX0273
 HX0273                         *CURRENT SURVEY CONTROL
 HX0273  ___________________________________________________________________
 HX0273* NAD 83(1986)-  38 33 51.     (N)    080 19 17.     (W)     SCALED    
 HX0273* NAVD 88     -       603.725  (meters)    1980.72   (feet)  ADJUSTED  
 HX0273  ___________________________________________________________________
 HX0273  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HX0273  DYNAMIC HT  -         603.240 (meters)    1979.13  (feet)  COMP
 HX0273  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 HX0273
 HX0273  VERT ORDER  -  SECOND    CLASS 0
 HX0273
 HX0273.The horizontal coordinates were scaled from a topographic map and have
 HX0273.an estimated accuracy of +/- 6 seconds.
 HX0273
 HX0273.The orthometric height was determined by differential leveling
 HX0273.and adjusted by the National Geodetic Survey in June 1991..
 HX0273
 HX0273.The geoid height was determined by GEOID03.
 HX0273
 HX0273.The dynamic height is computed by dividing the NAVD 88
 HX0273.geopotential number by the normal gravity value computed on the
 HX0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0273.degrees latitude (g = 980.6199 gals.).
 HX0273
 HX0273.The modeled gravity was interpolated from observed gravity values.
 HX0273
 HX0273;                    North         East    Units  Estimated Accuracy
 HX0273;SPC WV S     -   173,820.      659,140.      MT  (+/- 180 meters Scaled)
 HX0273
 HX0273                          SUPERSEDED SURVEY CONTROL
 HX0273
 HX0273  NGVD 29 (??/??/92)  603.830  (m)         1981.07   (f) ADJ UNCH    2 0
 HX0273
 HX0273.Superseded values are not recommended for survey control.
 HX0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0273.See file dsdata.txt to determine how the superseded data were derived.
 HX0273
 HX0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC591686(NAD 83)
 HX0273_MARKER: DB = BENCH MARK DISK
 HX0273_SETTING: 80 = SET IN A BOULDER
 HX0273_SP_SET: BOULDER
 HX0273_STAMPING: E 261 1962
 HX0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0273+STABILITY: SURFACE MOTION
 HX0273
 HX0273  HISTORY     - Date     Condition        Report By
 HX0273  HISTORY     - 1962     MONUMENTED       CGS
 HX0273
 HX0273                          STATION DESCRIPTION
 HX0273
 HX0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0273'8.2 MI E FROM DIANA.
 HX0273'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0273'AT DIANA, THENCE ABOUT 5.95 MILES EAST ALONG A GRAVEL ROAD THAT
 HX0273'LEADS EAST AND THEN NORTHEAST TO PICKENS, ON THE OUTSIDE OF A
 HX0273'CURVE WITH THE TANGENTS EXTENDING SOUTHWEST AND EAST, SET ON TOP OF A
 HX0273'ROCK BOULDER THAT IS ABOUT 4-BY 9-FOOT LONG, 67 FEET NORTH OF THE
 HX0273'CENTER LINE OF THE ROAD, 0.7 FOOT EAST OF THE WEST END OF THE
 HX0273'ROCK, 127 FEET WEST OF THE NORTHWEST CORNER OF A WOODEN BARN,
 HX0273'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0305 ***********************************************************************
 HX0305  DESIGNATION -  E 262
 HX0305  PID         -  HX0305
 HX0305  STATE/COUNTY-  WV/WEBSTER
 HX0305  USGS QUAD   -  GOSHEN (1987)
 HX0305
 HX0305                         *CURRENT SURVEY CONTROL
 HX0305  ___________________________________________________________________
 HX0305* NAD 83(1986)-  38 40 51.     (N)    080 20 06.     (W)     SCALED    
 HX0305* NAVD 88     -       719.765  (meters)    2361.43   (feet)  ADJUSTED  
 HX0305  ___________________________________________________________________
 HX0305  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HX0305  DYNAMIC HT  -         719.245 (meters)    2359.72  (feet)  COMP
 HX0305  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 HX0305
 HX0305  VERT ORDER  -  SECOND    CLASS 0
 HX0305
 HX0305.The horizontal coordinates were scaled from a topographic map and have
 HX0305.an estimated accuracy of +/- 6 seconds.
 HX0305
 HX0305.The orthometric height was determined by differential leveling
 HX0305.and adjusted by the National Geodetic Survey in June 1991..
 HX0305
 HX0305.The geoid height was determined by GEOID03.
 HX0305
 HX0305.The dynamic height is computed by dividing the NAVD 88
 HX0305.geopotential number by the normal gravity value computed on the
 HX0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0305.degrees latitude (g = 980.6199 gals.).
 HX0305
 HX0305.The modeled gravity was interpolated from observed gravity values.
 HX0305
 HX0305;                    North         East    Units  Estimated Accuracy
 HX0305;SPC WV S     -   186,770.      657,860.      MT  (+/- 180 meters Scaled)
 HX0305
 HX0305                          SUPERSEDED SURVEY CONTROL
 HX0305
 HX0305  NGVD 29 (??/??/92)  719.933  (m)         2361.98   (f) ADJ UNCH    2 0
 HX0305
 HX0305.Superseded values are not recommended for survey control.
 HX0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0305.See file dsdata.txt to determine how the superseded data were derived.
 HX0305
 HX0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC578815(NAD 83)
 HX0305_MARKER: DB = BENCH MARK DISK
 HX0305_SETTING: 80 = SET IN A BOULDER
 HX0305_SP_SET: BOULDER
 HX0305_STAMPING: E 262 1962
 HX0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0305+STABILITY: SURFACE MOTION
 HX0305
 HX0305  HISTORY     - Date     Condition        Report By
 HX0305  HISTORY     - 1962     MONUMENTED       CGS
 HX0305
 HX0305                          STATION DESCRIPTION
 HX0305
 HX0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0305'5.8 MI NE FROM HACKER VALLEY.
 HX0305'ABOUT 3.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 HX0305'POST OFFICE AT HACKER VALLEY, THENCE ABOUT 1.8 MILE EAST ALONG
 HX0305'COUNTY ROAD 20/4, THENCE ABOUT 1.0 MILE EAST ALONG COUNTY ROAD
 HX0305'2, SET ON TOP OF A ROCK THAT IS ABOUT 10-BY 20-FOOT LONG, 149
 HX0305'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET NORTH OF THE
 HX0305'SOUTH EDGE OF THE ROCK, AND ABOUT 12 FEET BELOW THE LEVEL OF THE
 HX0305'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0236 ***********************************************************************
 HX0236  DESIGNATION -  E 263
 HX0236  PID         -  HX0236
 HX0236  STATE/COUNTY-  WV/WEBSTER
 HX0236  USGS QUAD   -  HACKER VALLEY (1967)
 HX0236
 HX0236                         *CURRENT SURVEY CONTROL
 HX0236  ___________________________________________________________________
 HX0236* NAD 83(1986)-  38 39 29.     (N)    080 24 59.     (W)     SCALED    
 HX0236* NAVD 88     -       495.837  (meters)    1626.76   (feet)  ADJUSTED  
 HX0236  ___________________________________________________________________
 HX0236  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HX0236  DYNAMIC HT  -         495.492 (meters)    1625.63  (feet)  COMP
 HX0236  MODELED GRAV-     979,916.7   (mgal)                       NAVD 88
 HX0236
 HX0236  VERT ORDER  -  SECOND    CLASS 0
 HX0236
 HX0236.The horizontal coordinates were scaled from a topographic map and have
 HX0236.an estimated accuracy of +/- 6 seconds.
 HX0236
 HX0236.The orthometric height was determined by differential leveling
 HX0236.and adjusted by the National Geodetic Survey in June 1991..
 HX0236
 HX0236.The geoid height was determined by GEOID03.
 HX0236
 HX0236.The dynamic height is computed by dividing the NAVD 88
 HX0236.geopotential number by the normal gravity value computed on the
 HX0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0236.degrees latitude (g = 980.6199 gals.).
 HX0236
 HX0236.The modeled gravity was interpolated from observed gravity values.
 HX0236
 HX0236;                    North         East    Units  Estimated Accuracy
 HX0236;SPC WV S     -   184,190.      650,800.      MT  (+/- 180 meters Scaled)
 HX0236
 HX0236                          SUPERSEDED SURVEY CONTROL
 HX0236
 HX0236  NGVD 29 (??/??/92)  496.012  (m)         1627.33   (f) ADJ UNCH    2 0
 HX0236
 HX0236.Superseded values are not recommended for survey control.
 HX0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0236.See file dsdata.txt to determine how the superseded data were derived.
 HX0236
 HX0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC507789(NAD 83)
 HX0236_MARKER: DB = BENCH MARK DISK
 HX0236_SETTING: 66 = SET IN ROCK OUTCROP
 HX0236_SP_SET: ROCK PROJECTION
 HX0236_STAMPING: E 263 1962
 HX0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0236+STABILITY: POSITION/ELEVATION WELL
 HX0236
 HX0236  HISTORY     - Date     Condition        Report By
 HX0236  HISTORY     - 1962     MONUMENTED       CGS
 HX0236
 HX0236                          STATION DESCRIPTION
 HX0236
 HX0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0236'2.5 MI NW FROM HACKER VALLEY.
 HX0236'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0236'OFFICE AT HACKER VALLEY, THENCE 2.4 MILES NORTHWEST ALONG REPLETE
 HX0236'ROAD, SET ON TOP OF A ROCK THAT IS ABOUT 48-FOOT LONG AND
 HX0236'PROJECTS OUT OF THE ROAD BANK, 9 1/2 FEET NORTHWEST OF THE
 HX0236'CENTER LINE OF THE ROAD, 90 FEET NORTH OF THE NORTHWEST CORNER
 HX0236'OF A SMALL FRAME CHURCH, 70 FEET SOUTHWEST OF THE CENTER OF THE
 HX0236'Y ROAD JUNCTION, 28 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 HX0236'ROCK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1881 ***********************************************************************
 HW1881  DESIGNATION -  E 265
 HW1881  PID         -  HW1881
 HW1881  STATE/COUNTY-  WV/POCAHONTAS
 HW1881  USGS QUAD   -  CASS (1995)
 HW1881
 HW1881                         *CURRENT SURVEY CONTROL
 HW1881  ___________________________________________________________________
 HW1881* NAD 83(1986)-  38 27 45.     (N)    079 58 27.     (W)     SCALED    
 HW1881* NAVD 88     -      1219.361  (meters)    4000.52   (feet)  ADJUSTED  
 HW1881  ___________________________________________________________________
 HW1881  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HW1881  DYNAMIC HT  -        1218.386 (meters)    3997.32  (feet)  COMP
 HW1881  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 HW1881
 HW1881  VERT ORDER  -  SECOND    CLASS 0
 HW1881
 HW1881.The horizontal coordinates were scaled from a topographic map and have
 HW1881.an estimated accuracy of +/- 6 seconds.
 HW1881
 HW1881.The orthometric height was determined by differential leveling
 HW1881.and adjusted by the National Geodetic Survey in June 1991..
 HW1881
 HW1881.The geoid height was determined by GEOID03.
 HW1881
 HW1881.The dynamic height is computed by dividing the NAVD 88
 HW1881.geopotential number by the normal gravity value computed on the
 HW1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1881.degrees latitude (g = 980.6199 gals.).
 HW1881
 HW1881.The modeled gravity was interpolated from observed gravity values.
 HW1881
 HW1881;                    North         East    Units  Estimated Accuracy
 HW1881;SPC WV S     -   162,820.      689,530.      MT  (+/- 180 meters Scaled)
 HW1881
 HW1881                          SUPERSEDED SURVEY CONTROL
 HW1881
 HW1881  NGVD 29 (??/??/92) 1219.447  (m)         4000.80   (f) ADJ UNCH    2 0
 HW1881
 HW1881.Superseded values are not recommended for survey control.
 HW1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1881.See file dsdata.txt to determine how the superseded data were derived.
 HW1881
 HW1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC894576(NAD 83)
 HW1881_MARKER: DB = BENCH MARK DISK
 HW1881_SETTING: 80 = SET IN A BOULDER
 HW1881_STAMPING: E 265 1962
 HW1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1881+STABILITY: SURFACE MOTION
 HW1881
 HW1881  HISTORY     - Date     Condition        Report By
 HW1881  HISTORY     - 1962     MONUMENTED       CGS
 HW1881
 HW1881                          STATION DESCRIPTION
 HW1881
 HW1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1881'3.8 MI NE FROM MACE.
 HW1881'ABOUT 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE POST
 HW1881'OFFICE AT MACE, THENCE 0.3 MILE SOUTHEAST ALONG A TRAIL LEADING
 HW1881'TO THE WESTERN MARYLAND RAILWAY, THENCE 3.15 MILES EAST ALONG THE
 HW1881'WESTERN MARYLAND RAILWAY, 0.1 MILE EAST OF MILEPOST C 41, ON
 HW1881'TOP OF A EMBEDDED BOULDER THAT IS 4-BY 5-FOOT LONG THAT PROJECTS
 HW1881'OUT FROM THE BANK, 100 YARDS EAST OF THE EAST END OF THE CUT, 18
 HW1881'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 5 FEET ABOVE THE LEVEL
 HW1881'OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1871 ***********************************************************************
 HW1871  DESIGNATION -  E 266
 HW1871  PID         -  HW1871
 HW1871  STATE/COUNTY-  WV/POCAHONTAS
 HW1871  USGS QUAD   -  CASS (1995)
 HW1871
 HW1871                         *CURRENT SURVEY CONTROL
 HW1871  ___________________________________________________________________
 HW1871* NAD 83(1986)-  38 25 03.     (N)    079 57 20.     (W)     SCALED    
 HW1871* NAVD 88     -      1081.256  (meters)    3547.42   (feet)  ADJUSTED  
 HW1871  ___________________________________________________________________
 HW1871  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HW1871  DYNAMIC HT  -        1080.393 (meters)    3544.59  (feet)  COMP
 HW1871  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 HW1871
 HW1871  VERT ORDER  -  SECOND    CLASS 0
 HW1871
 HW1871.The horizontal coordinates were scaled from a topographic map and have
 HW1871.an estimated accuracy of +/- 6 seconds.
 HW1871
 HW1871.The orthometric height was determined by differential leveling
 HW1871.and adjusted by the National Geodetic Survey in June 1991..
 HW1871
 HW1871.The geoid height was determined by GEOID03.
 HW1871
 HW1871.The dynamic height is computed by dividing the NAVD 88
 HW1871.geopotential number by the normal gravity value computed on the
 HW1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1871.degrees latitude (g = 980.6199 gals.).
 HW1871
 HW1871.The modeled gravity was interpolated from observed gravity values.
 HW1871
 HW1871;                    North         East    Units  Estimated Accuracy
 HW1871;SPC WV S     -   157,840.      691,210.      MT  (+/- 180 meters Scaled)
 HW1871
 HW1871                          SUPERSEDED SURVEY CONTROL
 HW1871
 HW1871  NGVD 29 (??/??/92) 1081.342  (m)         3547.70   (f) ADJ UNCH    2 0
 HW1871
 HW1871.Superseded values are not recommended for survey control.
 HW1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1871.See file dsdata.txt to determine how the superseded data were derived.
 HW1871
 HW1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC911526(NAD 83)
 HW1871_MARKER: DB = BENCH MARK DISK
 HW1871_SETTING: 80 = SET IN A BOULDER
 HW1871_STAMPING: E 266 1962
 HW1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1871+STABILITY: SURFACE MOTION
 HW1871
 HW1871  HISTORY     - Date     Condition        Report By
 HW1871  HISTORY     - 1962     MONUMENTED       CGS
 HW1871
 HW1871                          STATION DESCRIPTION
 HW1871
 HW1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1871'5.4 MI NW FROM CASS.
 HW1871'ABOUT 5.4 MILES NORTH AND NORTHWEST ALONG THE CHEAT AND BALD
 HW1871'KNOB SCENIC RAILROAD FROM THE POST OFFICE AT CASS, SET ON TOP
 HW1871'OF A 8 FOOT LONG-BY-4 FOOT WIDE-BY-3 FOOT HIGH EMBEDDED BOULDER,
 HW1871'3 FEET SOUTHWEST OF NORTHEAST CORNER, 16 FEET NORTHWEST OF
 HW1871'NORTHWEST RAIL, AND ABOUT 2 1/2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1611 ***********************************************************************
 HX1611  DESIGNATION -  E 267
 HX1611  PID         -  HX1611
 HX1611  STATE/COUNTY-  WV/BRAXTON
 HX1611  USGS QUAD   -  ORLANDO (1989)
 HX1611
 HX1611                         *CURRENT SURVEY CONTROL
 HX1611  ___________________________________________________________________
 HX1611* NAD 83(1986)-  38 47 15.     (N)    080 35 56.     (W)     SCALED    
 HX1611* NAVD 88     -       286.627  (meters)     940.38   (feet)  ADJUSTED  
 HX1611  ___________________________________________________________________
 HX1611  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HX1611  DYNAMIC HT  -         286.440 (meters)     939.76  (feet)  COMP
 HX1611  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 HX1611
 HX1611  VERT ORDER  -  SECOND    CLASS 0
 HX1611
 HX1611.The horizontal coordinates were scaled from a topographic map and have
 HX1611.an estimated accuracy of +/- 6 seconds.
 HX1611
 HX1611.The orthometric height was determined by differential leveling
 HX1611.and adjusted by the National Geodetic Survey in June 1991..
 HX1611
 HX1611.The geoid height was determined by GEOID03.
 HX1611
 HX1611.The dynamic height is computed by dividing the NAVD 88
 HX1611.geopotential number by the normal gravity value computed on the
 HX1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1611.degrees latitude (g = 980.6199 gals.).
 HX1611
 HX1611.The modeled gravity was interpolated from observed gravity values.
 HX1611
 HX1611;                    North         East    Units  Estimated Accuracy
 HX1611;SPC WV S     -   198,470.      634,850.      MT  (+/- 180 meters Scaled)
 HX1611
 HX1611                          SUPERSEDED SURVEY CONTROL
 HX1611
 HX1611  NGVD 29 (??/??/92)  286.825  (m)          941.02   (f) ADJ UNCH    2 0
 HX1611
 HX1611.Superseded values are not recommended for survey control.
 HX1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1611.See file dsdata.txt to determine how the superseded data were derived.
 HX1611
 HX1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC348932(NAD 83)
 HX1611_MARKER: DB = BENCH MARK DISK
 HX1611_SETTING: 66 = SET IN ROCK OUTCROP
 HX1611_SP_SET: ROCK CUT
 HX1611_STAMPING: E 267 1962
 HX1611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1611+STABILITY: POSITION/ELEVATION WELL
 HX1611
 HX1611  HISTORY     - Date     Condition        Report By
 HX1611  HISTORY     - 1962     MONUMENTED       CGS
 HX1611
 HX1611                          STATION DESCRIPTION
 HX1611
 HX1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1611'3.6 MI NE FROM HEATERS.
 HX1611'ABOUT 3.6 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1611'OFFICE AT HEATERS, SET VERTICALY IN THE SOUTH FACE OF A ROCK
 HX1611'CUT THAT IS ABOUT 305 FEET LONG AND 20 FEET HIGH AT THE POINT
 HX1611'WHERE THE MARK IS SET, 60 FEET EAST OF THE WEST END OF THE CUT,
 HX1611'24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 1/2
 HX1611'FEET ABOVE THE GROUND LEVEL, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL
 HX1611'OF THE HIGHWAY.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY
 HX1611'GOING ABOUT 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE
 HX1611'POST OFFICE AT NAPIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0136 ***********************************************************************
 HX0136  DESIGNATION -  E 268
 HX0136  PID         -  HX0136
 HX0136  STATE/COUNTY-  WV/LEWIS
 HX0136  USGS QUAD   -  WALKERSVILLE (1976)
 HX0136
 HX0136                         *CURRENT SURVEY CONTROL
 HX0136  ___________________________________________________________________
 HX0136* NAD 83(1986)-  38 52 05.     (N)    080 26 07.     (W)     SCALED    
 HX0136* NAVD 88     -       338.322  (meters)    1109.98   (feet)  ADJUSTED  
 HX0136  ___________________________________________________________________
 HX0136  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HX0136  DYNAMIC HT  -         338.093 (meters)    1109.23  (feet)  COMP
 HX0136  MODELED GRAV-     979,944.3   (mgal)                       NAVD 88
 HX0136
 HX0136  VERT ORDER  -  SECOND    CLASS 0
 HX0136
 HX0136.The horizontal coordinates were scaled from a topographic map and have
 HX0136.an estimated accuracy of +/- 6 seconds.
 HX0136
 HX0136.The orthometric height was determined by differential leveling
 HX0136.and adjusted by the National Geodetic Survey in June 1991..
 HX0136
 HX0136.The geoid height was determined by GEOID03.
 HX0136
 HX0136.The dynamic height is computed by dividing the NAVD 88
 HX0136.geopotential number by the normal gravity value computed on the
 HX0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0136.degrees latitude (g = 980.6199 gals.).
 HX0136
 HX0136.The modeled gravity was interpolated from observed gravity values.
 HX0136
 HX0136;                    North         East    Units  Estimated Accuracy
 HX0136;SPC WV S     -   207,490.      649,010.      MT  (+/- 180 meters Scaled)
 HX0136
 HX0136                          SUPERSEDED SURVEY CONTROL
 HX0136
 HX0136  NGVD 29 (??/??/92)  338.513  (m)         1110.60   (f) ADJ UNCH    2 0
 HX0136
 HX0136.Superseded values are not recommended for survey control.
 HX0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0136.See file dsdata.txt to determine how the superseded data were derived.
 HX0136
 HX0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND489022(NAD 83)
 HX0136_MARKER: DB = BENCH MARK DISK
 HX0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0136_SP_SET: ABUTMENT
 HX0136_STAMPING: E 268 1962
 HX0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0136
 HX0136  HISTORY     - Date     Condition        Report By
 HX0136  HISTORY     - 1962     MONUMENTED       CGS
 HX0136
 HX0136                          STATION DESCRIPTION
 HX0136
 HX0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0136'1.7 MI E FROM WALKERSVILLE.
 HX0136'ABOUT 1.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX0136'THE STATION AT WALKERSVILLE, 0.3 MILE SOUTHEAST OF A SMALL
 HX0136'COMMUNITY OF CRAWFORD, SET ON TOP OF THE NORTHEAST END OF THE
 HX0136'NORTHWEST ABUTMENT (BRIDGE SEAT) OF A BRIDGE OVER WEST FORK
 HX0136'RIVER, 12 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 10
 HX0136'RAILS NORTHWEST OF A FARM ROAD CROSSING, AND ABOUT 6 FEET BELOW
 HX0136'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0200 ***********************************************************************
 HX0200  DESIGNATION -  E 269
 HX0200  PID         -  HX0200
 HX0200  STATE/COUNTY-  WV/WEBSTER
 HX0200  USGS QUAD   -  HACKER VALLEY (1967)
 HX0200
 HX0200                         *CURRENT SURVEY CONTROL
 HX0200  ___________________________________________________________________
 HX0200* NAD 83(1986)-  38 42 56.     (N)    080 24 14.     (W)     SCALED    
 HX0200* NAVD 88     -       414.955  (meters)    1361.40   (feet)  ADJUSTED  
 HX0200  ___________________________________________________________________
 HX0200  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HX0200  DYNAMIC HT  -         414.669 (meters)    1360.46  (feet)  COMP
 HX0200  MODELED GRAV-     979,925.3   (mgal)                       NAVD 88
 HX0200
 HX0200  VERT ORDER  -  SECOND    CLASS 0
 HX0200
 HX0200.The horizontal coordinates were scaled from a topographic map and have
 HX0200.an estimated accuracy of +/- 6 seconds.
 HX0200
 HX0200.The orthometric height was determined by differential leveling
 HX0200.and adjusted by the National Geodetic Survey in June 1991..
 HX0200
 HX0200.The geoid height was determined by GEOID03.
 HX0200
 HX0200.The dynamic height is computed by dividing the NAVD 88
 HX0200.geopotential number by the normal gravity value computed on the
 HX0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0200.degrees latitude (g = 980.6199 gals.).
 HX0200
 HX0200.The modeled gravity was interpolated from observed gravity values.
 HX0200
 HX0200;                    North         East    Units  Estimated Accuracy
 HX0200;SPC WV S     -   190,580.      651,840.      MT  (+/- 180 meters Scaled)
 HX0200
 HX0200                          SUPERSEDED SURVEY CONTROL
 HX0200
 HX0200  NGVD 29 (??/??/92)  415.131  (m)         1361.98   (f) ADJ UNCH    2 0
 HX0200
 HX0200.Superseded values are not recommended for survey control.
 HX0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0200.See file dsdata.txt to determine how the superseded data were derived.
 HX0200
 HX0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC518853(NAD 83)
 HX0200_MARKER: DB = BENCH MARK DISK
 HX0200_SETTING: 66 = SET IN ROCK OUTCROP
 HX0200_SP_SET: ROCK CLIFF
 HX0200_STAMPING: E 269 1962
 HX0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0200+STABILITY: POSITION/ELEVATION WELL
 HX0200
 HX0200  HISTORY     - Date     Condition        Report By
 HX0200  HISTORY     - 1962     MONUMENTED       CGS
 HX0200
 HX0200                          STATION DESCRIPTION
 HX0200
 HX0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0200'1.8 MI S FROM CLEVELAND.
 HX0200'ABOUT 1.8 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0200'AT CLEVELAND, 0.5 MILE SOUTHEAST OF A GRAVEL ROAD LEADING
 HX0200'NORTHWEST, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK
 HX0200'CLIFF THAT IS ABOUT 109 FEET LONG AND 25 FEET HIGH, 52 FEET
 HX0200'NORTHEAST OF A POWER POLE 100/335, 22 FEET NORTHEAST OF THE
 HX0200'CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET ABOVE THE LEVEL
 HX0200'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0818 ***********************************************************************
 JW0818  DESIGNATION -  E 27
 JW0818  PID         -  JW0818
 JW0818  STATE/COUNTY-  WV/TAYLOR
 JW0818  USGS QUAD   -  THORNTON (1976)
 JW0818
 JW0818                         *CURRENT SURVEY CONTROL
 JW0818  ___________________________________________________________________
 JW0818* NAD 83(1986)-  39 19 57.     (N)    079 58 00.     (W)     SCALED    
 JW0818* NAVD 88     -       316.048  (meters)    1036.90   (feet)  POSTED    
 JW0818  ___________________________________________________________________
 JW0818  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JW0818  DYNAMIC HT  -         315.850 (meters)    1036.25  (feet)  COMP
 JW0818  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 JW0818
 JW0818  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JW0818
 JW0818.The horizontal coordinates were scaled from a topographic map and have
 JW0818.an estimated accuracy of +/- 6 seconds.
 JW0818
 JW0818.The orthometric height was determined by differential leveling
 JW0818.and adjusted by the National Geodetic Survey in 1992..
 JW0818.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JW0818.rate of 1.1 thru 2.0 mm/km.
 JW0818
 JW0818.The geoid height was determined by GEOID03.
 JW0818
 JW0818.The dynamic height is computed by dividing the NAVD 88
 JW0818.geopotential number by the normal gravity value computed on the
 JW0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0818.degrees latitude (g = 980.6199 gals.).
 JW0818
 JW0818.The modeled gravity was interpolated from observed gravity values.
 JW0818
 JW0818;                    North         East    Units  Estimated Accuracy
 JW0818;SPC WV N     -    92,530.      559,770.      MT  (+/- 180 meters Scaled)
 JW0818
 JW0818                          SUPERSEDED SURVEY CONTROL
 JW0818
 JW0818  NGVD 29 (??/??/92)  316.243  (m)         1037.54   (f) ADJ UNCH    1 2
 JW0818
 JW0818.Superseded values are not recommended for survey control.
 JW0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0818.See file dsdata.txt to determine how the superseded data were derived.
 JW0818
 JW0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND890541(NAD 83)
 JW0818_MARKER: DB = BENCH MARK DISK
 JW0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0818_SP_SET: BLOCK SIGNAL
 JW0818_STAMPING: E 27 1935
 JW0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0818
 JW0818  HISTORY     - Date     Condition        Report By
 JW0818  HISTORY     - 1935     MONUMENTED       CGS
 JW0818  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0818
 JW0818                          STATION DESCRIPTION
 JW0818
 JW0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0818'2 MI W FROM THORNTON.
 JW0818'2.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0818'STATION AT THORNTON, TAYLOR COUNTY, IN THE TOP OF THE NORTH CORNER
 JW0818'OF THE CONCRETE BASE OF BLOCK SIGNAL 2766, AND 6 FEET SOUTHWEST
 JW0818'OF THE SOUTHWEST RAIL.  A STANDARD DISK, STAMPED E 27 1935.
 JW0818
 JW0818                          STATION RECOVERY (1983)
 JW0818
 JW0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0212 ***********************************************************************
 HX0212  DESIGNATION -  E 270
 HX0212  PID         -  HX0212
 HX0212  STATE/COUNTY-  WV/UPSHUR
 HX0212  USGS QUAD   -  ROCK CAVE (1966)
 HX0212
 HX0212                         *CURRENT SURVEY CONTROL
 HX0212  ___________________________________________________________________
 HX0212* NAD 83(1986)-  38 46 36.     (N)    080 20 42.     (W)     SCALED    
 HX0212* NAVD 88     -       514.310  (meters)    1687.37   (feet)  ADJUSTED  
 HX0212  ___________________________________________________________________
 HX0212  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HX0212  DYNAMIC HT  -         513.944 (meters)    1686.16  (feet)  COMP
 HX0212  MODELED GRAV-     979,900.8   (mgal)                       NAVD 88
 HX0212
 HX0212  VERT ORDER  -  SECOND    CLASS 0
 HX0212
 HX0212.The horizontal coordinates were scaled from a topographic map and have
 HX0212.an estimated accuracy of +/- 6 seconds.
 HX0212
 HX0212.The orthometric height was determined by differential leveling
 HX0212.and adjusted by the National Geodetic Survey in June 1991..
 HX0212
 HX0212.The geoid height was determined by GEOID03.
 HX0212
 HX0212.The dynamic height is computed by dividing the NAVD 88
 HX0212.geopotential number by the normal gravity value computed on the
 HX0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0212.degrees latitude (g = 980.6199 gals.).
 HX0212
 HX0212.The modeled gravity was interpolated from observed gravity values.
 HX0212
 HX0212;                    North         East    Units  Estimated Accuracy
 HX0212;SPC WV S     -   197,400.      656,920.      MT  (+/- 180 meters Scaled)
 HX0212
 HX0212                          SUPERSEDED SURVEY CONTROL
 HX0212
 HX0212  NGVD 29 (??/??/92)  514.480  (m)         1687.92   (f) ADJ UNCH    2 0
 HX0212
 HX0212.Superseded values are not recommended for survey control.
 HX0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0212.See file dsdata.txt to determine how the superseded data were derived.
 HX0212
 HX0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC568921(NAD 83)
 HX0212_MARKER: DB = BENCH MARK DISK
 HX0212_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0212_SP_SET: UNSPECIFIED ROCK
 HX0212_STAMPING: E 270 1962
 HX0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0212
 HX0212  HISTORY     - Date     Condition        Report By
 HX0212  HISTORY     - 1962     MONUMENTED       CGS
 HX0212
 HX0212                          STATION DESCRIPTION
 HX0212
 HX0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0212'0.4 MI N FROM KANAWHA HEAD.
 HX0212'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX0212'OFFICE AT KANAWHA HEAD, ON THE OUTSIDE OF A CURVE WITH THE
 HX0212'TANGENTS EXTENDING TO THE SOUTHWEST AND NORTHWEST, SET ON TOP
 HX0212'OF A ROCK IS ABOUT 19-BY 20-FOOT LONG AND 4 FOOT HIGH, 56 FEET
 HX0212'NORTH OF AN OAK TREE WITH THREE TRUNKS, 22 1/2 FEET EAST OF
 HX0212'THE CENTER LINE OF THE HIGHWAY, 61 FEET SOUTH OF AN OLD SHED,
 HX0212'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS
 HX0212'BENCH MARK IS ABOUT 0.2 MILE NORTH OF THE KANAWHA HEAD GRADE
 HX0212'SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1476 ***********************************************************************
 HX1476  DESIGNATION -  E 271
 HX1476  PID         -  HX1476
 HX1476  STATE/COUNTY-  WV/BRAXTON
 HX1476  USGS QUAD   -  ORLANDO (1989)
 HX1476
 HX1476                         *CURRENT SURVEY CONTROL
 HX1476  ___________________________________________________________________
 HX1476* NAD 83(1986)-  38 52 08.     (N)    080 36 24.     (W)     SCALED    
 HX1476* NAVD 88     -       236.237  (meters)     775.05   (feet)  ADJUSTED  
 HX1476  ___________________________________________________________________
 HX1476  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HX1476  DYNAMIC HT  -         236.085 (meters)     774.56  (feet)  COMP
 HX1476  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 HX1476
 HX1476  VERT ORDER  -  SECOND    CLASS 0
 HX1476
 HX1476.The horizontal coordinates were scaled from a topographic map and have
 HX1476.an estimated accuracy of +/- 6 seconds.
 HX1476
 HX1476.The orthometric height was determined by differential leveling
 HX1476.and adjusted by the National Geodetic Survey in June 1991..
 HX1476
 HX1476.The geoid height was determined by GEOID03.
 HX1476
 HX1476.The dynamic height is computed by dividing the NAVD 88
 HX1476.geopotential number by the normal gravity value computed on the
 HX1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1476.degrees latitude (g = 980.6199 gals.).
 HX1476
 HX1476.The modeled gravity was interpolated from observed gravity values.
 HX1476
 HX1476;                    North         East    Units  Estimated Accuracy
 HX1476;SPC WV S     -   207,510.      634,140.      MT  (+/- 180 meters Scaled)
 HX1476
 HX1476                          SUPERSEDED SURVEY CONTROL
 HX1476
 HX1476  NGVD 29 (??/??/92)  236.438  (m)          775.71   (f) ADJ UNCH    2 0
 HX1476
 HX1476.Superseded values are not recommended for survey control.
 HX1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1476.See file dsdata.txt to determine how the superseded data were derived.
 HX1476
 HX1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND341023(NAD 83)
 HX1476_MARKER: DB = BENCH MARK DISK
 HX1476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1476_SP_SET: ABUTMENT
 HX1476_STAMPING: E 271 1962
 HX1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1476
 HX1476  HISTORY     - Date     Condition        Report By
 HX1476  HISTORY     - 1962     MONUMENTED       CGS
 HX1476
 HX1476                          STATION DESCRIPTION
 HX1476
 HX1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1476'0.8 MI W FROM ORLANDO.
 HX1476'ABOUT 0.8 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1476'THE POST OFFICE AT ORLANDO, SET ON TOP OF THE NORTHWEST ABUTMENT
 HX1476'OF AN ABANDONED RAILROAD BRIDGE OVER OIL CREEK, 7 FEET SOUTHWEST
 HX1476'OF THE NORTHEAST END OF THE ABUTMENT, 21 FEET SOUTHEAST OF THE
 HX1476'CENTER LINE OF A TRAIL ROAD, 210 FEET SOUTHWEST OF THE SOUTHWEST
 HX1476'RAIL, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0362 ***********************************************************************
 HX0362  DESIGNATION -  E 272
 HX0362  PID         -  HX0362
 HX0362  STATE/COUNTY-  WV/UPSHUR
 HX0362  USGS QUAD   -  ALTON (1989)
 HX0362
 HX0362                         *CURRENT SURVEY CONTROL
 HX0362  ___________________________________________________________________
 HX0362* NAD 83(1986)-  38 46 59.     (N)    080 13 20.     (W)     SCALED    
 HX0362* NAVD 88     -       563.489  (meters)    1848.71   (feet)  ADJUSTED  
 HX0362  ___________________________________________________________________
 HX0362  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX0362  DYNAMIC HT  -         563.080 (meters)    1847.37  (feet)  COMP
 HX0362  MODELED GRAV-     979,884.5   (mgal)                       NAVD 88
 HX0362
 HX0362  VERT ORDER  -  SECOND    CLASS 0
 HX0362
 HX0362.The horizontal coordinates were scaled from a topographic map and have
 HX0362.an estimated accuracy of +/- 6 seconds.
 HX0362
 HX0362.The orthometric height was determined by differential leveling
 HX0362.and adjusted by the National Geodetic Survey in June 1991..
 HX0362
 HX0362.The geoid height was determined by GEOID03.
 HX0362
 HX0362.The dynamic height is computed by dividing the NAVD 88
 HX0362.geopotential number by the normal gravity value computed on the
 HX0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0362.degrees latitude (g = 980.6199 gals.).
 HX0362
 HX0362.The modeled gravity was interpolated from observed gravity values.
 HX0362
 HX0362;                    North         East    Units  Estimated Accuracy
 HX0362;SPC WV S     -   198,190.      667,580.      MT  (+/- 180 meters Scaled)
 HX0362
 HX0362                          SUPERSEDED SURVEY CONTROL
 HX0362
 HX0362  NGVD 29 (??/??/92)  563.645  (m)         1849.23   (f) ADJ UNCH    2 0
 HX0362
 HX0362.Superseded values are not recommended for survey control.
 HX0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0362.See file dsdata.txt to determine how the superseded data were derived.
 HX0362
 HX0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC675929(NAD 83)
 HX0362_MARKER: DB = BENCH MARK DISK
 HX0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0362_SP_SET: ABUTMENT
 HX0362_STAMPING: E 272 1962
 HX0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0362
 HX0362  HISTORY     - Date     Condition        Report By
 HX0362  HISTORY     - 1962     MONUMENTED       CGS
 HX0362
 HX0362                          STATION DESCRIPTION
 HX0362
 HX0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0362'AT ALEXANDER.
 HX0362'AT ALEXANDER, SET ON TOP OF THE NORTHWEST CONCRETE ABUTMENT OF
 HX0362'A BRIDGE OVER THE BUCKHANNON RIVER, 85 FEET SOUTHEAST OF THE
 HX0362'SOUTHEAST CORNER OF THE POST OFFICE BUILDING, 11 FEET NORTHEAST OF
 HX0362'THE CENTER LINE OF A BLACK TOP ROAD, 47 FEET SOUTHWEST OF A
 HX0362'RAILROAD BRIDGE, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0310 ***********************************************************************
 HX0310  DESIGNATION -  E 273
 HX0310  PID         -  HX0310
 HX0310  STATE/COUNTY-  WV/UPSHUR
 HX0310  USGS QUAD   -  ALTON (1989)
 HX0310
 HX0310                         *CURRENT SURVEY CONTROL
 HX0310  ___________________________________________________________________
 HX0310* NAD 83(1986)-  38 47 07.     (N)    080 14 43.     (W)     SCALED    
 HX0310* NAVD 88     -       660.511  (meters)    2167.03   (feet)  ADJUSTED  
 HX0310  ___________________________________________________________________
 HX0310  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HX0310  DYNAMIC HT  -         660.035 (meters)    2165.46  (feet)  COMP
 HX0310  MODELED GRAV-     979,885.2   (mgal)                       NAVD 88
 HX0310
 HX0310  VERT ORDER  -  SECOND    CLASS 0
 HX0310
 HX0310.The horizontal coordinates were scaled from a topographic map and have
 HX0310.an estimated accuracy of +/- 6 seconds.
 HX0310
 HX0310.The orthometric height was determined by differential leveling
 HX0310.and adjusted by the National Geodetic Survey in June 1991..
 HX0310
 HX0310.The geoid height was determined by GEOID03.
 HX0310
 HX0310.The dynamic height is computed by dividing the NAVD 88
 HX0310.geopotential number by the normal gravity value computed on the
 HX0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0310.degrees latitude (g = 980.6199 gals.).
 HX0310
 HX0310.The modeled gravity was interpolated from observed gravity values.
 HX0310
 HX0310;                    North         East    Units  Estimated Accuracy
 HX0310;SPC WV S     -   198,420.      665,570.      MT  (+/- 180 meters Scaled)
 HX0310
 HX0310                          SUPERSEDED SURVEY CONTROL
 HX0310
 HX0310  NGVD 29 (??/??/92)  660.669  (m)         2167.54   (f) ADJ UNCH    2 0
 HX0310
 HX0310.Superseded values are not recommended for survey control.
 HX0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0310.See file dsdata.txt to determine how the superseded data were derived.
 HX0310
 HX0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC655932(NAD 83)
 HX0310_MARKER: DB = BENCH MARK DISK
 HX0310_SETTING: 66 = SET IN ROCK OUTCROP
 HX0310_SP_SET: ROCK LEDGE
 HX0310_STAMPING: E 273 1962
 HX0310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0310+STABILITY: POSITION/ELEVATION WELL
 HX0310
 HX0310  HISTORY     - Date     Condition        Report By
 HX0310  HISTORY     - 1962     MONUMENTED       CGS
 HX0310
 HX0310                          STATION DESCRIPTION
 HX0310
 HX0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0310'1.4 MI NW FROM ALEXANDER.
 HX0310'ABOUT 1.4 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HX0310'OFFICE AT ALEXANDER, 0.5 MILES NORTHEAST OF A Y JUNCTION OF TWO
 HX0310'BLACK TOP ROADS, ON THE EAST SLOPE OF A SMALL HILL, ON TOP OF
 HX0310'A ROCK LEDGE THAT IS 27-FOOT LONG AND 5-FOOT HIGH, 10 FEET WEST
 HX0310'OF THE EAST END OF THE ROCK, 25 FEET NORTH OF THE CENTER LINE OF
 HX0310'THE BLACK TOP ROAD, AND IS ABOUT 4 FEET ABOVE THE LEVEL OF THE
 HX0310'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0395 ***********************************************************************
 HX0395  DESIGNATION -  E 274
 HX0395  PID         -  HX0395
 HX0395  STATE/COUNTY-  WV/UPSHUR
 HX0395  USGS QUAD   -  ALTON (1989)
 HX0395
 HX0395                         *CURRENT SURVEY CONTROL
 HX0395  ___________________________________________________________________
 HX0395* NAD 83(1986)-  38 50 20.     (N)    080 07 44.     (W)     SCALED    
 HX0395* NAVD 88     -       635.732  (meters)    2085.73   (feet)  ADJUSTED  
 HX0395  ___________________________________________________________________
 HX0395  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HX0395  DYNAMIC HT  -         635.286 (meters)    2084.27  (feet)  COMP
 HX0395  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 HX0395
 HX0395  VERT ORDER  -  SECOND    CLASS 0
 HX0395
 HX0395.The horizontal coordinates were scaled from a topographic map and have
 HX0395.an estimated accuracy of +/- 6 seconds.
 HX0395
 HX0395.The orthometric height was determined by differential leveling
 HX0395.and adjusted by the National Geodetic Survey in June 1991..
 HX0395
 HX0395.The geoid height was determined by GEOID03.
 HX0395
 HX0395.The dynamic height is computed by dividing the NAVD 88
 HX0395.geopotential number by the normal gravity value computed on the
 HX0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0395.degrees latitude (g = 980.6199 gals.).
 HX0395
 HX0395.The modeled gravity was interpolated from observed gravity values.
 HX0395
 HX0395;                    North         East    Units  Estimated Accuracy
 HX0395;SPC WV S     -   204,460.      675,630.      MT  (+/- 180 meters Scaled)
 HX0395
 HX0395                          SUPERSEDED SURVEY CONTROL
 HX0395
 HX0395  NGVD 29 (??/??/92)  635.903  (m)         2086.29   (f) ADJ UNCH    2 0
 HX0395
 HX0395.Superseded values are not recommended for survey control.
 HX0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0395.See file dsdata.txt to determine how the superseded data were derived.
 HX0395
 HX0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC756992(NAD 83)
 HX0395_MARKER: DB = BENCH MARK DISK
 HX0395_SETTING: 80 = SET IN A BOULDER
 HX0395_SP_SET: BOULDER
 HX0395_STAMPING: E 274 1962
 HX0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0395+STABILITY: SURFACE MOTION
 HX0395
 HX0395  HISTORY     - Date     Condition        Report By
 HX0395  HISTORY     - 1962     MONUMENTED       CGS
 HX0395
 HX0395                          STATION DESCRIPTION
 HX0395
 HX0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0395'1 MI SE FROM QUEENS.
 HX0395'ABOUT 0.75 MILE SOUTH ALONG COUNTY ROAD 9 FROM THE JUNCTION OF
 HX0395'COUNTY ROAD 9/11 AT QUEENS, THENCE ABOUT 0.3 MILE SOUTHEAST
 HX0395'ALONG COUNTY ROAD 9/12, 0.3 MILE SOUTHEAST OF THE HARMANY
 HX0395'METHODIST CHURCH, 0.1 MILE SOUTHEAST OF A GRADE SCHOOL ON THE
 HX0395'SOUTHWEST SIDE OF THE ROAD, SET ON TOP OF AN EMBEDDED BOULDER
 HX0395'THAT IS ABOUT 10-BY 12-FOOT LONG AND 3 1/2 FEET HIGH, 33 FEET
 HX0395'WEST OF THE CENTER LINE OF THE ROAD, 28 FEET NORTHWEST OF THE
 HX0395'NORTHWEST END OF A 12-INCH CONCRETE PIPE CULVERT, AND ABOUT 4
 HX0395'FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2078 ***********************************************************************
 HW2078  DESIGNATION -  E 275
 HW2078  PID         -  HW2078
 HW2078  STATE/COUNTY-  WV/RANDOLPH
 HW2078  USGS QUAD   -  BEVERLY WEST (1995)
 HW2078
 HW2078                         *CURRENT SURVEY CONTROL
 HW2078  ___________________________________________________________________
 HW2078* NAD 83(1986)-  38 46 19.     (N)    079 56 07.     (W)     SCALED    
 HW2078* NAVD 88     -       613.981  (meters)    2014.37   (feet)  ADJUSTED  
 HW2078  ___________________________________________________________________
 HW2078  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HW2078  DYNAMIC HT  -         613.532 (meters)    2012.90  (feet)  COMP
 HW2078  MODELED GRAV-     979,876.8   (mgal)                       NAVD 88
 HW2078
 HW2078  VERT ORDER  -  FIRST     CLASS II
 HW2078
 HW2078.The horizontal coordinates were scaled from a topographic map and have
 HW2078.an estimated accuracy of +/- 6 seconds.
 HW2078
 HW2078.The orthometric height was determined by differential leveling
 HW2078.and adjusted by the National Geodetic Survey in June 1991..
 HW2078
 HW2078.The geoid height was determined by GEOID03.
 HW2078
 HW2078.The dynamic height is computed by dividing the NAVD 88
 HW2078.geopotential number by the normal gravity value computed on the
 HW2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2078.degrees latitude (g = 980.6199 gals.).
 HW2078
 HW2078.The modeled gravity was interpolated from observed gravity values.
 HW2078
 HW2078;                    North         East    Units  Estimated Accuracy
 HW2078;SPC WV S     -   197,200.      692,520.      MT  (+/- 180 meters Scaled)
 HW2078
 HW2078                          SUPERSEDED SURVEY CONTROL
 HW2078
 HW2078  NGVD 29 (??/??/92)  614.133  (m)         2014.87   (f) ADJ UNCH    1 2
 HW2078
 HW2078.Superseded values are not recommended for survey control.
 HW2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2078.See file dsdata.txt to determine how the superseded data were derived.
 HW2078
 HW2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC924920(NAD 83)
 HW2078_MARKER: DB = BENCH MARK DISK
 HW2078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW2078_STAMPING: E 275 1962
 HW2078_MARK LOGO: CGS   
 HW2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2078+STABILITY: SURFACE MOTION
 HW2078
 HW2078  HISTORY     - Date     Condition        Report By
 HW2078  HISTORY     - 1962     MONUMENTED       CGS
 HW2078  HISTORY     - 1983     GOOD             NGS
 HW2078
 HW2078                          STATION DESCRIPTION
 HW2078
 HW2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2078'0.3 MI SW FROM VALLEY BEND.
 HW2078'ABOUT 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2078'POST OFFICE AT VALLEY BEND, SET ON TOP OF THE EAST END OF THE
 HW2078'NORTH HEAD WALL OF A 6-FOOT BOX CULVERT OVER A SMALL STREAM,
 HW2078'14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT WEST
 HW2078'OF THE EAST END OF THE CULVERT, 69 FEET WEST OF A 30-INCH
 HW2078'HICKORY TREE, AND ABOUT 1/2-FOOT BELOW THE LEVEL OF THE HIGHWAY.
 HW2078
 HW2078                          STATION RECOVERY (1983)
 HW2078
 HW2078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0423 ***********************************************************************
 HX0423  DESIGNATION -  E 276
 HX0423  PID         -  HX0423
 HX0423  STATE/COUNTY-  WV/RANDOLPH
 HX0423  USGS QUAD   -  ADOLPH (1995)
 HX0423
 HX0423                         *CURRENT SURVEY CONTROL
 HX0423  ___________________________________________________________________
 HX0423* NAD 83(1986)-  38 43 46.     (N)    080 04 16.     (W)     SCALED    
 HX0423* NAVD 88     -       785.714  (meters)    2577.80   (feet)  ADJUSTED  
 HX0423  ___________________________________________________________________
 HX0423  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX0423  DYNAMIC HT  -         785.117 (meters)    2575.84  (feet)  COMP
 HX0423  MODELED GRAV-     979,842.3   (mgal)                       NAVD 88
 HX0423
 HX0423  VERT ORDER  -  SECOND    CLASS 0
 HX0423
 HX0423.The horizontal coordinates were scaled from a topographic map and have
 HX0423.an estimated accuracy of +/- 6 seconds.
 HX0423
 HX0423.The orthometric height was determined by differential leveling
 HX0423.and adjusted by the National Geodetic Survey in June 1991..
 HX0423
 HX0423.The geoid height was determined by GEOID03.
 HX0423
 HX0423.The dynamic height is computed by dividing the NAVD 88
 HX0423.geopotential number by the normal gravity value computed on the
 HX0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0423.degrees latitude (g = 980.6199 gals.).
 HX0423
 HX0423.The modeled gravity was interpolated from observed gravity values.
 HX0423
 HX0423;                    North         East    Units  Estimated Accuracy
 HX0423;SPC WV S     -   192,360.      680,770.      MT  (+/- 180 meters Scaled)
 HX0423
 HX0423                          SUPERSEDED SURVEY CONTROL
 HX0423
 HX0423  NGVD 29 (??/??/92)  785.855  (m)         2578.26   (f) ADJ UNCH    2 0
 HX0423
 HX0423.Superseded values are not recommended for survey control.
 HX0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0423.See file dsdata.txt to determine how the superseded data were derived.
 HX0423
 HX0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC807871(NAD 83)
 HX0423_MARKER: DB = BENCH MARK DISK
 HX0423_SETTING: 66 = SET IN ROCK OUTCROP
 HX0423_SP_SET: ROCK PROJECTION
 HX0423_STAMPING: E 276 1962
 HX0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0423+STABILITY: POSITION/ELEVATION WELL
 HX0423
 HX0423  HISTORY     - Date     Condition        Report By
 HX0423  HISTORY     - 1962     MONUMENTED       CGS
 HX0423  HISTORY     - 1974     MARK NOT FOUND   USGS
 HX0423
 HX0423                          STATION DESCRIPTION
 HX0423
 HX0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0423'2.1 MI SW FROM ADOLPH.
 HX0423'ABOUT 2.1 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0423'SCHOOL AT ADOLPH, ON THE INSIDE OF A CURVE WITH THE TANGENTS
 HX0423'EXTENDING TO THE NORTHWEST AND SOUTHWEST, SET ON TOP OF A ROCK THAT
 HX0423'IS ABOUT 3-FOOT LONG AND PROJECTS OUT OF THE ROAD BANK, 12 1/2
 HX0423'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 0.4 FOOT NORTHWEST
 HX0423'OF THE SOUTHEAST EDGE OF THE ROCK, 93 FEET WEST-SOUTHWEST OF
 HX0423'A TELEPHONE POLE D-240, AND ABOUT LEVEL WITH THE ROAD.
 HX0423
 HX0423                          STATION RECOVERY (1974)
 HX0423
 HX0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HX0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0380 ***********************************************************************
 HX0380  DESIGNATION -  E 277
 HX0380  PID         -  HX0380
 HX0380  STATE/COUNTY-  WV/RANDOLPH
 HX0380  USGS QUAD   -  ADOLPH (1995)
 HX0380
 HX0380                         *CURRENT SURVEY CONTROL
 HX0380  ___________________________________________________________________
 HX0380* NAD 83(1986)-  38 39 20.     (N)    080 02 39.     (W)     SCALED    
 HX0380* NAVD 88     -       930.340  (meters)    3052.29   (feet)  ADJUSTED  
 HX0380  ___________________________________________________________________
 HX0380  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX0380  DYNAMIC HT  -         929.637 (meters)    3049.98  (feet)  COMP
 HX0380  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 HX0380
 HX0380  VERT ORDER  -  SECOND    CLASS 0
 HX0380
 HX0380.The horizontal coordinates were scaled from a topographic map and have
 HX0380.an estimated accuracy of +/- 6 seconds.
 HX0380
 HX0380.The orthometric height was determined by differential leveling
 HX0380.and adjusted by the National Geodetic Survey in June 1991..
 HX0380
 HX0380.The geoid height was determined by GEOID03.
 HX0380
 HX0380.The dynamic height is computed by dividing the NAVD 88
 HX0380.geopotential number by the normal gravity value computed on the
 HX0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0380.degrees latitude (g = 980.6199 gals.).
 HX0380
 HX0380.The modeled gravity was interpolated from observed gravity values.
 HX0380
 HX0380;                    North         East    Units  Estimated Accuracy
 HX0380;SPC WV S     -   184,180.      683,200.      MT  (+/- 180 meters Scaled)
 HX0380
 HX0380                          SUPERSEDED SURVEY CONTROL
 HX0380
 HX0380  NGVD 29 (??/??/92)  930.494  (m)         3052.80   (f) ADJ UNCH    2 0
 HX0380
 HX0380.Superseded values are not recommended for survey control.
 HX0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0380.See file dsdata.txt to determine how the superseded data were derived.
 HX0380
 HX0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC831789(NAD 83)
 HX0380_MARKER: DB = BENCH MARK DISK
 HX0380_SETTING: 80 = SET IN A BOULDER
 HX0380_SP_SET: BOULDER
 HX0380_STAMPING: E 277 1962
 HX0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0380+STABILITY: SURFACE MOTION
 HX0380
 HX0380  HISTORY     - Date     Condition        Report By
 HX0380  HISTORY     - 1962     MONUMENTED       CGS
 HX0380
 HX0380                          STATION DESCRIPTION
 HX0380
 HX0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0380'10.2 MI SW FROM HUTTONSVILLE.
 HX0380'ABOUT 7.1 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST
 HX0380'OFFICE AT HUTTONSVILLE, THENCE 3.1 MILES NORTHWEST ALONG COUNTY
 HX0380'ROAD 219/16 (GRAVEL), AT THE NORTHWEST END OF A CURVE WITH THE
 HX0380'TANGENTS EXTENDING TO THE EAST AND NORTHEAST, SET VERTICALLY
 HX0380'IN THE NORTHEAST FACE OFA ROCK THAT IS ABOUT 8-FOOT LONG AND
 HX0380'3-FOOT HIGH, 10 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX0380'ROAD, ABOUT 210 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 HX0380'SMALL FRAME HOUSE, 28 FEET SOUTH AND ACROSS THE ROAD FROM A
 HX0380'TELEPHONE POLE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE LEVEL OF
 HX0380'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2128 ***********************************************************************
 HW2128  DESIGNATION -  E 278
 HW2128  PID         -  HW2128
 HW2128  STATE/COUNTY-  WV/RANDOLPH
 HW2128  USGS QUAD   -  BEVERLY WEST (1995)
 HW2128
 HW2128                         *CURRENT SURVEY CONTROL
 HW2128  ___________________________________________________________________
 HW2128* NAD 83(1986)-  38 49 35.     (N)    079 57 39.     (W)     SCALED    
 HW2128* NAVD 88     -       939.881  (meters)    3083.59   (feet)  ADJUSTED  
 HW2128  ___________________________________________________________________
 HW2128  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HW2128  DYNAMIC HT  -         939.197 (meters)    3081.35  (feet)  COMP
 HW2128  MODELED GRAV-     979,865.4   (mgal)                       NAVD 88
 HW2128
 HW2128  VERT ORDER  -  SECOND    CLASS 0
 HW2128
 HW2128.The horizontal coordinates were scaled from a topographic map and have
 HW2128.an estimated accuracy of +/- 6 seconds.
 HW2128
 HW2128.The orthometric height was determined by differential leveling
 HW2128.and adjusted by the National Geodetic Survey in June 1991..
 HW2128
 HW2128.The geoid height was determined by GEOID03.
 HW2128
 HW2128.The dynamic height is computed by dividing the NAVD 88
 HW2128.geopotential number by the normal gravity value computed on the
 HW2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2128.degrees latitude (g = 980.6199 gals.).
 HW2128
 HW2128.The modeled gravity was interpolated from observed gravity values.
 HW2128
 HW2128;                    North         East    Units  Estimated Accuracy
 HW2128;SPC WV S     -   203,220.      690,240.      MT  (+/- 180 meters Scaled)
 HW2128
 HW2128                          SUPERSEDED SURVEY CONTROL
 HW2128
 HW2128  NGVD 29 (??/??/92)  940.044  (m)         3084.13   (f) ADJ UNCH    2 0
 HW2128
 HW2128.Superseded values are not recommended for survey control.
 HW2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2128.See file dsdata.txt to determine how the superseded data were derived.
 HW2128
 HW2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC902980(NAD 83)
 HW2128_MARKER: DB = BENCH MARK DISK
 HW2128_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2128_STAMPING: E 278 1962
 HW2128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2128
 HW2128  HISTORY     - Date     Condition        Report By
 HW2128  HISTORY     - 1962     MONUMENTED       CGS
 HW2128
 HW2128                          STATION DESCRIPTION
 HW2128
 HW2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2128'5.8 MI SE FROM CASSITY.
 HW2128'ABOUT 3.4 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2128'OFFICE AT CASSITY, THENCE 2.4 MILES SOUTHEAST ALONG A WOODS ROAD,
 HW2128'SET VERTICALLY IN THE SOUTH FACE OF A ROCK THAT IS ABOUT 10-BY
 HW2128'17-FOOT LONG AND EMBEDDED IN THE GROUND, 16 FEET NORTH OF THE
 HW2128'CENTER LINE OF THE ROAD, 3 FEET EAST OF THE WEST END OF THE
 HW2128'ROCK, 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2114 ***********************************************************************
 HW2114  DESIGNATION -  E 279
 HW2114  PID         -  HW2114
 HW2114  STATE/COUNTY-  WV/RANDOLPH
 HW2114  USGS QUAD   -  MILL CREEK (1995)
 HW2114
 HW2114                         *CURRENT SURVEY CONTROL
 HW2114  ___________________________________________________________________
 HW2114* NAD 83(1986)-  38 43 28.     (N)    079 53 48.     (W)     SCALED    
 HW2114* NAVD 88     -       705.260  (meters)    2313.84   (feet)  ADJUSTED  
 HW2114  ___________________________________________________________________
 HW2114  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HW2114  DYNAMIC HT  -         704.725 (meters)    2312.09  (feet)  COMP
 HW2114  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 HW2114
 HW2114  VERT ORDER  -  SECOND    CLASS 0
 HW2114
 HW2114.The horizontal coordinates were scaled from a topographic map and have
 HW2114.an estimated accuracy of +/- 6 seconds.
 HW2114
 HW2114.The orthometric height was determined by differential leveling
 HW2114.and adjusted by the National Geodetic Survey in June 1991..
 HW2114
 HW2114.The geoid height was determined by GEOID03.
 HW2114
 HW2114.The dynamic height is computed by dividing the NAVD 88
 HW2114.geopotential number by the normal gravity value computed on the
 HW2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2114.degrees latitude (g = 980.6199 gals.).
 HW2114
 HW2114.The modeled gravity was interpolated from observed gravity values.
 HW2114
 HW2114;                    North         East    Units  Estimated Accuracy
 HW2114;SPC WV S     -   191,970.      695,940.      MT  (+/- 180 meters Scaled)
 HW2114
 HW2114                          SUPERSEDED SURVEY CONTROL
 HW2114
 HW2114  NGVD 29 (??/??/92)  705.392  (m)         2314.27   (f) ADJ UNCH    2 0
 HW2114
 HW2114.Superseded values are not recommended for survey control.
 HW2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2114.See file dsdata.txt to determine how the superseded data were derived.
 HW2114
 HW2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC959867(NAD 83)
 HW2114_MARKER: DB = BENCH MARK DISK
 HW2114_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2114_STAMPING: E 279 1962
 HW2114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2114
 HW2114  HISTORY     - Date     Condition        Report By
 HW2114  HISTORY     - 1962     MONUMENTED       CGS
 HW2114
 HW2114                          STATION DESCRIPTION
 HW2114
 HW2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2114'4.5 MI S FROM VALLEY BEND.
 HW2114'ABOUT 0.7 MILE SOUTH ALONG COUNTY ROAD 37 (BLACK TOP) FROM THE
 HW2114'POST OFFICE AT VALLEY BEND, THENCE ABOUT 0.6 MILE WEST AND THEN
 HW2114'SOUTH ALONG COUNTY ROAD 39 (BLACK TOP), THENCE 3.2 MILES SOUTH
 HW2114'ALONG COUNTY ROAD 39/1 (GRAVEL), 0.2 MILE SOUTHEAST OF A POINT
 HW2114'WHERE THE ROAD FORDS SHAVERS RUN, SET ON TOP OF AN EMBEDDED ROCK
 HW2114'THAT IS ABOUT 8-BY 5-FOOT WIDE AND 2-FOOT HIGH, 39 FEET EAST OF
 HW2114'THE CENTER LINE OF THE ROAD, AND ABOUT 5 FEET ABOVE THE LEVEL OF
 HW2114'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0883 ***********************************************************************
 KY0883  DESIGNATION -  E 28
 KY0883  PID         -  KY0883
 KY0883  STATE/COUNTY-  WV/BROOKE
 KY0883  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0883
 KY0883                         *CURRENT SURVEY CONTROL
 KY0883  ___________________________________________________________________
 KY0883* NAD 83(1986)-  40 16 10.     (N)    080 36 43.     (W)     SCALED    
 KY0883* NAVD 88     -       201.081  (meters)     659.71   (feet)  ADJUSTED  
 KY0883  ___________________________________________________________________
 KY0883  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KY0883  DYNAMIC HT  -         200.975 (meters)     659.37  (feet)  COMP
 KY0883  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 KY0883
 KY0883  VERT ORDER  -  FIRST     CLASS II
 KY0883
 KY0883.The horizontal coordinates were scaled from a topographic map and have
 KY0883.an estimated accuracy of +/- 6 seconds.
 KY0883
 KY0883.The orthometric height was determined by differential leveling
 KY0883.and adjusted by the National Geodetic Survey in June 1991..
 KY0883
 KY0883.The geoid height was determined by GEOID03.
 KY0883
 KY0883.The dynamic height is computed by dividing the NAVD 88
 KY0883.geopotential number by the normal gravity value computed on the
 KY0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0883.degrees latitude (g = 980.6199 gals.).
 KY0883
 KY0883.The modeled gravity was interpolated from observed gravity values.
 KY0883
 KY0883;                    North         East    Units  Estimated Accuracy
 KY0883;SPC WV N     -   197,030.      505,420.      MT  (+/- 180 meters Scaled)
 KY0883
 KY0883                          SUPERSEDED SURVEY CONTROL
 KY0883
 KY0883  NGVD 29 (??/??/92)  201.266  (m)          660.32   (f) ADJ UNCH    1 2
 KY0883
 KY0883.Superseded values are not recommended for survey control.
 KY0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0883.See file dsdata.txt to determine how the superseded data were derived.
 KY0883
 KY0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE329577(NAD 83)
 KY0883_MARKER: DB = BENCH MARK DISK
 KY0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0883_STAMPING: E 28 1935
 KY0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0883+STABILITY: SURFACE MOTION
 KY0883
 KY0883  HISTORY     - Date     Condition        Report By
 KY0883  HISTORY     - 1935     MONUMENTED       CGS
 KY0883  HISTORY     - 1957     GOOD             NGS
 KY0883  HISTORY     - 1958     GOOD             NGS
 KY0883  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0883
 KY0883                          STATION DESCRIPTION
 KY0883
 KY0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0883'AT WELLSBURG.
 KY0883'AT WELLSBURG, AT THE INTERSECTION OF THE PENNSYLVANIA
 KY0883'RAILROAD AT SEVENTH STREET, 10.2 FEET WEST OF WEST RAIL OF MAIN
 KY0883'TRACK, 75.3 FEET SOUTH AND ACROSS 7TH STREET FROM MILE POST 8,
 KY0883'23.4 FEET SOUTH OF SOUTH CURB OF 7TH STREET, 21.8 FEET SOUTH OF
 KY0883'CROSSING WARNING SIGNAL, 7 1/2 FEET SOUTH OF A TELEPHONE POLE,
 KY0883'18 1/2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A AND P SUPER
 KY0883'MARKET (3-STORY BRICK BUILDING), 6.3 FEET EAST OF EAST EDGE
 KY0883'OF CONCRETE WALK, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 KY0883'2 INCHES UNDERGROUND.
 KY0883
 KY0883                          STATION RECOVERY (1958)
 KY0883
 KY0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KY0883'RECOVERED IN GOOD CONDITION.
 KY0883
 KY0883                          STATION RECOVERY (1983)
 KY0883
 KY0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0883'NOT RECOVERED, THE MARK LOCATION WAS FOUND COVERED WITH 1 FOOT OF
 KY0883'ASPHALT, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0478 ***********************************************************************
 HX0478  DESIGNATION -  E 280
 HX0478  PID         -  HX0478
 HX0478  STATE/COUNTY-  WV/RANDOLPH
 HX0478  USGS QUAD   -  CASSITY (1977)
 HX0478
 HX0478                         *CURRENT SURVEY CONTROL
 HX0478  ___________________________________________________________________
 HX0478* NAD 83(1986)-  38 50 38.     (N)    080 03 28.     (W)     SCALED    
 HX0478* NAVD 88     -       600.725  (meters)    1970.88   (feet)  ADJUSTED  
 HX0478  ___________________________________________________________________
 HX0478  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HX0478  DYNAMIC HT  -         600.292 (meters)    1969.46  (feet)  COMP
 HX0478  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 HX0478
 HX0478  VERT ORDER  -  SECOND    CLASS 0
 HX0478
 HX0478.The horizontal coordinates were scaled from a topographic map and have
 HX0478.an estimated accuracy of +/- 6 seconds.
 HX0478
 HX0478.The orthometric height was determined by differential leveling
 HX0478.and adjusted by the National Geodetic Survey in June 1991..
 HX0478
 HX0478.The geoid height was determined by GEOID03.
 HX0478
 HX0478.The dynamic height is computed by dividing the NAVD 88
 HX0478.geopotential number by the normal gravity value computed on the
 HX0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0478.degrees latitude (g = 980.6199 gals.).
 HX0478
 HX0478.The modeled gravity was interpolated from observed gravity values.
 HX0478
 HX0478;                    North         East    Units  Estimated Accuracy
 HX0478;SPC WV S     -   205,070.      681,800.      MT  (+/- 180 meters Scaled)
 HX0478
 HX0478                          SUPERSEDED SURVEY CONTROL
 HX0478
 HX0478  NGVD 29 (??/??/92)  600.882  (m)         1971.39   (f) ADJ UNCH    2 0
 HX0478
 HX0478.Superseded values are not recommended for survey control.
 HX0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0478.See file dsdata.txt to determine how the superseded data were derived.
 HX0478
 HX0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC817998(NAD 83)
 HX0478_MARKER: DB = BENCH MARK DISK
 HX0478_SETTING: 80 = SET IN A BOULDER
 HX0478_SP_SET: BOULDER
 HX0478_STAMPING: E 280 1962
 HX0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0478+STABILITY: SURFACE MOTION
 HX0478
 HX0478  HISTORY     - Date     Condition        Report By
 HX0478  HISTORY     - 1962     MONUMENTED       CGS
 HX0478
 HX0478                          STATION DESCRIPTION
 HX0478
 HX0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0478'2.2 MI NW FROM CASSITY.
 HX0478'ABOUT 2.2 MILES NORTHWEST ALONG THE MIDDLE FORK RAILROAD FROM THE
 HX0478'POST OFFICE AT CASSITY, SET VERTICALLY IN THE WEST FACE OF A ROCK
 HX0478'BOULDER THAT IS ABOUT 9-BY 12-FOOT LONG AND 4-FOOT HIGH, 5 FEET
 HX0478'EAST OF THE EAST RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HX0478'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2017 ***********************************************************************
 HW2017  DESIGNATION -  E 281
 HW2017  PID         -  HW2017
 HW2017  STATE/COUNTY-  WV/RANDOLPH
 HW2017  USGS QUAD   -  JUNIOR (1976)
 HW2017
 HW2017                         *CURRENT SURVEY CONTROL
 HW2017  ___________________________________________________________________
 HW2017* NAD 83(1986)-  38 55 40.     (N)    079 58 10.     (W)     SCALED    
 HW2017* NAVD 88     -       621.938  (meters)    2040.47   (feet)  ADJUSTED  
 HW2017  ___________________________________________________________________
 HW2017  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HW2017  DYNAMIC HT  -         621.496 (meters)    2039.02  (feet)  COMP
 HW2017  MODELED GRAV-     979,895.7   (mgal)                       NAVD 88
 HW2017
 HW2017  VERT ORDER  -  FIRST     CLASS II
 HW2017
 HW2017.The horizontal coordinates were scaled from a topographic map and have
 HW2017.an estimated accuracy of +/- 6 seconds.
 HW2017
 HW2017.The orthometric height was determined by differential leveling
 HW2017.and adjusted by the National Geodetic Survey in June 1991..
 HW2017
 HW2017.The geoid height was determined by GEOID03.
 HW2017
 HW2017.The dynamic height is computed by dividing the NAVD 88
 HW2017.geopotential number by the normal gravity value computed on the
 HW2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2017.degrees latitude (g = 980.6199 gals.).
 HW2017
 HW2017.The modeled gravity was interpolated from observed gravity values.
 HW2017
 HW2017;                    North         East    Units  Estimated Accuracy
 HW2017;SPC WV S     -   214,470.      689,360.      MT  (+/- 180 meters Scaled)
 HW2017
 HW2017                          SUPERSEDED SURVEY CONTROL
 HW2017
 HW2017  NGVD 29 (??/??/92)  622.101  (m)         2041.01   (f) ADJ UNCH    1 2
 HW2017
 HW2017.Superseded values are not recommended for survey control.
 HW2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2017.See file dsdata.txt to determine how the superseded data were derived.
 HW2017
 HW2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND893092(NAD 83)
 HW2017_MARKER: DB = BENCH MARK DISK
 HW2017_SETTING: 66 = SET IN ROCK OUTCROP
 HW2017_SP_SET: ROCK OUTCROP
 HW2017_STAMPING: E 281 1962
 HW2017_MARK LOGO: CGS   
 HW2017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2017+STABILITY: POSITION/ELEVATION WELL
 HW2017
 HW2017  HISTORY     - Date     Condition        Report By
 HW2017  HISTORY     - 1962     MONUMENTED       CGS
 HW2017  HISTORY     - 1983     GOOD             NGS
 HW2017
 HW2017                          STATION DESCRIPTION
 HW2017
 HW2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2017'0.3 MI S FROM NORTON.
 HW2017'ABOUT 0.3 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 HW2017'OFFICE AT NORTON, SET IN A CHURCH YARD, APPROXIMATELY 150 YARDS
 HW2017'SOUTH OF A COAL MINE ENTRANCE, SET IN THE TOP OF A ROCK OUTCROP
 HW2017'THAT IS ABOUT 8-BY 12-FOOT AND 1 1/2 FEET HIGH, 7 FEET NORTHWEST
 HW2017'OF THE NORTHEAST CORNER OF THE CHURCH, 36 1/2 FEET SOUTHEAST
 HW2017'OF THE CENTER LINE OF THE ROAD, 103 FEET EAST OF A POWER POLE
 HW2017'66-296, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 HW2017
 HW2017                          STATION RECOVERY (1983)
 HW2017
 HW2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2105 ***********************************************************************
 HW2105  DESIGNATION -  E 282
 HW2105  PID         -  HW2105
 HW2105  STATE/COUNTY-  WV/RANDOLPH
 HW2105  USGS QUAD   -  WILDELL (1995)
 HW2105
 HW2105                         *CURRENT SURVEY CONTROL
 HW2105  ___________________________________________________________________
 HW2105* NAD 83(1986)-  38 41 12.     (N)    079 51 52.     (W)     SCALED    
 HW2105* NAVD 88     -      1117.347  (meters)    3665.83   (feet)  ADJUSTED  
 HW2105  ___________________________________________________________________
 HW2105  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HW2105  DYNAMIC HT  -        1116.480 (meters)    3662.98  (feet)  COMP
 HW2105  MODELED GRAV-     979,811.2   (mgal)                       NAVD 88
 HW2105
 HW2105  VERT ORDER  -  SECOND    CLASS 0
 HW2105
 HW2105.The horizontal coordinates were scaled from a topographic map and have
 HW2105.an estimated accuracy of +/- 6 seconds.
 HW2105
 HW2105.The orthometric height was determined by differential leveling
 HW2105.and adjusted by the National Geodetic Survey in June 1991..
 HW2105
 HW2105.The geoid height was determined by GEOID03.
 HW2105
 HW2105.The dynamic height is computed by dividing the NAVD 88
 HW2105.geopotential number by the normal gravity value computed on the
 HW2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2105.degrees latitude (g = 980.6199 gals.).
 HW2105
 HW2105.The modeled gravity was interpolated from observed gravity values.
 HW2105
 HW2105;                    North         East    Units  Estimated Accuracy
 HW2105;SPC WV S     -   187,810.      698,800.      MT  (+/- 180 meters Scaled)
 HW2105
 HW2105                          SUPERSEDED SURVEY CONTROL
 HW2105
 HW2105  NGVD 29 (??/??/92) 1117.472  (m)         3666.24   (f) ADJ UNCH    2 0
 HW2105
 HW2105.Superseded values are not recommended for survey control.
 HW2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2105.See file dsdata.txt to determine how the superseded data were derived.
 HW2105
 HW2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC987826(NAD 83)
 HW2105_MARKER: DB = BENCH MARK DISK
 HW2105_SETTING: 80 = SET IN A BOULDER
 HW2105_STAMPING: E 282 1962
 HW2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2105+STABILITY: SURFACE MOTION
 HW2105
 HW2105  HISTORY     - Date     Condition        Report By
 HW2105  HISTORY     - 1962     MONUMENTED       CGS
 HW2105
 HW2105                          STATION DESCRIPTION
 HW2105
 HW2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2105'10.4 MI N FROM CHEAT BRIDGE.
 HW2105'ABOUT 8.15 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN
 HW2105'MARYLAND RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT
 HW2105'BRIDGE, THENCE 2.3 MILES NORTHEAST ALONG MONONGAHELA NATIONAL
 HW2105'FOREST ROAD 49, SET ON TOP OF THE FIRST STEP DOWN FROM THE TOP OF
 HW2105'A ROCK BOULDER THAT IS EMBEDDED IN THE GROUND AND IS ABOUT 8-BY
 HW2105'12-FOOT LONG AND ABOUT 5 FEET HIGH, 22 FEET SOUTHWEST OF THE CENTER
 HW2105'LINE OF THE ROAD, 59 FEET SOUTH OF THE SOUTHWEST END OF A 24-INCH
 HW2105'PIPE CULVERT UNDER THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0123 ***********************************************************************
 HX0123  DESIGNATION -  E 283
 HX0123  PID         -  HX0123
 HX0123  STATE/COUNTY-  WV/UPSHUR
 HX0123  USGS QUAD   -  ADRIAN (1979)
 HX0123
 HX0123                         *CURRENT SURVEY CONTROL
 HX0123  ___________________________________________________________________
 HX0123* NAD 83(1986)-  38 54 33.     (N)    080 20 20.     (W)     SCALED    
 HX0123* NAVD 88     -       452.604  (meters)    1484.92   (feet)  ADJUSTED  
 HX0123  ___________________________________________________________________
 HX0123  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HX0123  DYNAMIC HT  -         452.299 (meters)    1483.92  (feet)  COMP
 HX0123  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 HX0123
 HX0123  VERT ORDER  -  SECOND    CLASS 0
 HX0123
 HX0123.The horizontal coordinates were scaled from a topographic map and have
 HX0123.an estimated accuracy of +/- 6 seconds.
 HX0123
 HX0123.The orthometric height was determined by differential leveling
 HX0123.and adjusted by the National Geodetic Survey in June 1991..
 HX0123
 HX0123.The geoid height was determined by GEOID03.
 HX0123
 HX0123.The dynamic height is computed by dividing the NAVD 88
 HX0123.geopotential number by the normal gravity value computed on the
 HX0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0123.degrees latitude (g = 980.6199 gals.).
 HX0123
 HX0123.The modeled gravity was interpolated from observed gravity values.
 HX0123
 HX0123;                    North         East    Units  Estimated Accuracy
 HX0123;SPC WV S     -   212,110.      657,340.      MT  (+/- 180 meters Scaled)
 HX0123
 HX0123                          SUPERSEDED SURVEY CONTROL
 HX0123
 HX0123  NGVD 29 (??/??/92)  452.788  (m)         1485.52   (f) ADJ UNCH    2 0
 HX0123
 HX0123.Superseded values are not recommended for survey control.
 HX0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0123.See file dsdata.txt to determine how the superseded data were derived.
 HX0123
 HX0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND573069(NAD 83)
 HX0123_MARKER: DB = BENCH MARK DISK
 HX0123_SETTING: 80 = SET IN A BOULDER
 HX0123_SP_SET: BOULDER
 HX0123_STAMPING: E 283 1962
 HX0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0123+STABILITY: SURFACE MOTION
 HX0123
 HX0123  HISTORY     - Date     Condition        Report By
 HX0123  HISTORY     - 1962     MONUMENTED       CGS
 HX0123
 HX0123                          STATION DESCRIPTION
 HX0123
 HX0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0123'2.9 MI NE FROM ADRIAN.
 HX0123'ABOUT 2.9 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0123'FROM THE STATION AT FRENCHTON, SET ON TOP OF AN EMBEDDED BOULDER
 HX0123'THAT IS IN THE SOUTHWEST END OF A PASTURE FIELD, 85 FEET EAST
 HX0123'OF THE EAST RAIL, 109 FEET SOUTHWEST OF A CONCRETE BLOCK BARN,
 HX0123'77 1/2 FEET NORTH OF TWO 36-INCH PIPE CULVERTS, AND ABOUT
 HX0123'15 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1401 ***********************************************************************
 GX1401  DESIGNATION -  E 284
 GX1401  PID         -  GX1401
 GX1401  STATE/COUNTY-  WV/MERCER
 GX1401  USGS QUAD   -  PRINCETON (1976)
 GX1401
 GX1401                         *CURRENT SURVEY CONTROL
 GX1401  ___________________________________________________________________
 GX1401* NAD 83(1986)-  37 18 50.     (N)    081 02 22.     (W)     SCALED    
 GX1401* NAVD 88     -       586.214  (meters)    1923.27   (feet)  ADJUSTED  
 GX1401  ___________________________________________________________________
 GX1401  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX1401  DYNAMIC HT  -         585.686 (meters)    1921.54  (feet)  COMP
 GX1401  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 GX1401
 GX1401  VERT ORDER  -  FIRST     CLASS II
 GX1401
 GX1401.The horizontal coordinates were scaled from a topographic map and have
 GX1401.an estimated accuracy of +/- 6 seconds.
 GX1401
 GX1401.The orthometric height was determined by differential leveling
 GX1401.and adjusted by the National Geodetic Survey in June 1991..
 GX1401
 GX1401.The geoid height was determined by GEOID03.
 GX1401
 GX1401.The dynamic height is computed by dividing the NAVD 88
 GX1401.geopotential number by the normal gravity value computed on the
 GX1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1401.degrees latitude (g = 980.6199 gals.).
 GX1401
 GX1401.The modeled gravity was interpolated from observed gravity values.
 GX1401
 GX1401;                    North         East    Units  Estimated Accuracy
 GX1401;SPC WV S     -    34,840.      596,500.      MT  (+/- 180 meters Scaled)
 GX1401
 GX1401                          SUPERSEDED SURVEY CONTROL
 GX1401
 GX1401  NGVD 29 (??/??/92)  586.308  (m)         1923.58   (f) ADJ UNCH    1 2
 GX1401
 GX1401.Superseded values are not recommended for survey control.
 GX1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1401.See file dsdata.txt to determine how the superseded data were derived.
 GX1401
 GX1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB965296(NAD 83)
 GX1401_MARKER: DB = BENCH MARK DISK
 GX1401_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX1401_STAMPING: E 284 1965
 GX1401_MARK LOGO: CGS   
 GX1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1401
 GX1401  HISTORY     - Date     Condition        Report By
 GX1401  HISTORY     - 1965     MONUMENTED       CGS
 GX1401  HISTORY     - 1980     GOOD             LOCSUR
 GX1401  HISTORY     - 1984     GOOD             NGS
 GX1401
 GX1401                          STATION DESCRIPTION
 GX1401
 GX1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1401'5.1 MI W FROM OAKVALE.
 GX1401'ABOUT 5.1 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1401'THE STATION AT OAKVALE, 34 FEET SOUTHWEST OF AND ACROSS THE
 GX1401'TRACK FROM MILEPOST N-352, SET IN THE TOP OF THE SOUTHWEST
 GX1401'END OF THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE 829 OVER THE
 GX1401'EAST RIVER AND STATE HIGHWAY 12, 6.5 FEET SOUTHWEST OF THE
 GX1401'SOUTHWEST RAIL OF THE EAST-BOUND TRACK, AND ABOUT 1/2 FOOT ABOVE
 GX1401'THE LEVEL OF THE TRACK.
 GX1401
 GX1401                          STATION RECOVERY (1980)
 GX1401
 GX1401'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1401'RECOVERED IN GOOD CONDITION.
 GX1401
 GX1401                          STATION RECOVERY (1984)
 GX1401
 GX1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1919 ***********************************************************************
 HW1919  DESIGNATION -  E 3
 HW1919  PID         -  HW1919
 HW1919  STATE/COUNTY-  WV/RANDOLPH
 HW1919  USGS QUAD   -  GLADY (1995)
 HW1919
 HW1919                         *CURRENT SURVEY CONTROL
 HW1919  ___________________________________________________________________
 HW1919* NAD 83(1986)-  38 47 49.     (N)    079 43 13.     (W)     SCALED    
 HW1919* NAVD 88     -       889.114  (meters)    2917.03   (feet)  ADJUSTED  
 HW1919  ___________________________________________________________________
 HW1919  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HW1919  DYNAMIC HT  -         888.430 (meters)    2914.79  (feet)  COMP
 HW1919  MODELED GRAV-     979,827.5   (mgal)                       NAVD 88
 HW1919
 HW1919  VERT ORDER  -  FIRST     CLASS II
 HW1919
 HW1919.The horizontal coordinates were scaled from a topographic map and have
 HW1919.an estimated accuracy of +/- 6 seconds.
 HW1919
 HW1919.The orthometric height was determined by differential leveling
 HW1919.and adjusted by the National Geodetic Survey in June 1991..
 HW1919
 HW1919.The geoid height was determined by GEOID03.
 HW1919
 HW1919.The dynamic height is computed by dividing the NAVD 88
 HW1919.geopotential number by the normal gravity value computed on the
 HW1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1919.degrees latitude (g = 980.6199 gals.).
 HW1919
 HW1919.The modeled gravity was interpolated from observed gravity values.
 HW1919
 HW1919;                    North         East    Units  Estimated Accuracy
 HW1919;SPC WV S     -   200,210.      711,170.      MT  (+/- 180 meters Scaled)
 HW1919
 HW1919                          SUPERSEDED SURVEY CONTROL
 HW1919
 HW1919  NGVD 29 (??/??/92)  889.242  (m)         2917.45   (f) ADJ UNCH    1 2
 HW1919
 HW1919.Superseded values are not recommended for survey control.
 HW1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1919.See file dsdata.txt to determine how the superseded data were derived.
 HW1919
 HW1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC111950(NAD 83)
 HW1919_MARKER: DB = BENCH MARK DISK
 HW1919_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW1919_STAMPING: E 3 1933
 HW1919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1919
 HW1919  HISTORY     - Date     Condition        Report By
 HW1919  HISTORY     - 1933     MONUMENTED       CGS
 HW1919  HISTORY     - 1962     GOOD             NGS
 HW1919  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1919  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1919
 HW1919                          STATION DESCRIPTION
 HW1919
 HW1919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1919'AT GLADY.
 HW1919'AT GLADY, ALONG THE WESTERN MARYLAND RAILWAY, 0.1 MILE WEST
 HW1919'SOUTHWEST ACROSS COUNTRY FROM THE POST OFFICE, 0.3 MILE SOUTHEAST
 HW1919'OF THE SOUTHEAST END OF A RAILROAD TUNNEL, SET ON TOP OF A ROCK
 HW1919'THAT IS A PART OF A 200-FOOT ROCK CUT, 7 FEET EAST OF THE EAST
 HW1919'RAIL, 0.7 FOOT EAST OF THE WEST EDGE OF THE ROCK, AND ABOUT
 HW1919'1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 HW1919
 HW1919                          STATION RECOVERY (1983)
 HW1919
 HW1919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1919'MARK NOT FOUND.
 HW1919
 HW1919                          STATION RECOVERY (1983)
 HW1919
 HW1919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1508 ***********************************************************************
 GX1508  DESIGNATION -  E 30
 GX1508  PID         -  GX1508
 GX1508  STATE/COUNTY-  WV/MERCER
 GX1508  USGS QUAD   -  BLUEFIELD (1979)
 GX1508
 GX1508                         *CURRENT SURVEY CONTROL
 GX1508  ___________________________________________________________________
 GX1508* NAD 83(1986)-  37 16 01.     (N)    081 13 17.     (W)     SCALED    
 GX1508* NAVD 88     -       793.185  (meters)    2602.31   (feet)  ADJUSTED  
 GX1508  ___________________________________________________________________
 GX1508  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GX1508  DYNAMIC HT  -         792.471 (meters)    2599.97  (feet)  COMP
 GX1508  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 GX1508
 GX1508  VERT ORDER  -  FIRST     CLASS II
 GX1508
 GX1508.The horizontal coordinates were scaled from a topographic map and have
 GX1508.an estimated accuracy of +/- 6 seconds.
 GX1508
 GX1508.The orthometric height was determined by differential leveling
 GX1508.and adjusted by the National Geodetic Survey in June 1991..
 GX1508
 GX1508.The geoid height was determined by GEOID03.
 GX1508
 GX1508.The dynamic height is computed by dividing the NAVD 88
 GX1508.geopotential number by the normal gravity value computed on the
 GX1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1508.degrees latitude (g = 980.6199 gals.).
 GX1508
 GX1508.The modeled gravity was interpolated from observed gravity values.
 GX1508
 GX1508;                    North         East    Units  Estimated Accuracy
 GX1508;SPC WV S     -    29,650.      580,360.      MT  (+/- 180 meters Scaled)
 GX1508
 GX1508                          SUPERSEDED SURVEY CONTROL
 GX1508
 GX1508  NGVD 29 (??/??/92)  793.265  (m)         2602.57   (f) ADJ UNCH    1 2
 GX1508
 GX1508.Superseded values are not recommended for survey control.
 GX1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1508.See file dsdata.txt to determine how the superseded data were derived.
 GX1508
 GX1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB803245(NAD 83)
 GX1508_MARKER: DB = BENCH MARK DISK
 GX1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1508_STAMPING: E 30 1934 2602.606
 GX1508_MARK LOGO: CGS   
 GX1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1508+STABILITY: SURFACE MOTION
 GX1508
 GX1508  HISTORY     - Date     Condition        Report By
 GX1508  HISTORY     - 1934     MONUMENTED       CGS
 GX1508  HISTORY     - 1965     GOOD             NGS
 GX1508  HISTORY     - 1984     GOOD             NGS
 GX1508
 GX1508                          STATION DESCRIPTION
 GX1508
 GX1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1508'AT BLUEFIELD.
 GX1508'AT BLUEFIELD, NEAR THE JUNCTION OF FEDERAL AND BLAND STREETS,
 GX1508'IN THE LAWN OF THE U.S. COURTHOUSE AND FEDERAL OFFICE BUILDING,
 GX1508'35.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE BRICK BUILDING,
 GX1508'15 FEET EAST OF THE EAST CURB OF FEDERAL STREET, 3.2 FEET SOUTH
 GX1508'OF THE SOUTH EDGE OF THE GRANITE WALL AT THE SOUTH END OF THE
 GX1508'STEPS LEADING TO THE WEST ENTRANCE OF THE BUILDING, ABOUT 1 1/2
 GX1508'FEET ABOVE THE LEVEL OF FEDERAL STREET AND SET IN THE TOP OF A
 GX1508'CONCRETE POST PROJECTING 0.3 FOOT.
 GX1508
 GX1508                          STATION RECOVERY (1984)
 GX1508
 GX1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0745 ***********************************************************************
 JW0745  DESIGNATION -  E 31
 JW0745  PID         -  JW0745
 JW0745  STATE/COUNTY-  WV/MINERAL
 JW0745  USGS QUAD   -  KITZMILLER (1981)
 JW0745
 JW0745                         *CURRENT SURVEY CONTROL
 JW0745  ___________________________________________________________________
 JW0745* NAD 83(1986)-  39 24 48.     (N)    079 09 00.     (W)     SCALED    
 JW0745* NAVD 88     -       426.657  (meters)    1399.79   (feet)  ADJUSTED  
 JW0745  ___________________________________________________________________
 JW0745  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JW0745  DYNAMIC HT  -         426.366 (meters)    1398.84  (feet)  COMP
 JW0745  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 JW0745
 JW0745  VERT ORDER  -  SECOND    CLASS 0
 JW0745
 JW0745.The horizontal coordinates were scaled from a topographic map and have
 JW0745.an estimated accuracy of +/- 6 seconds.
 JW0745
 JW0745.The orthometric height was determined by differential leveling
 JW0745.and adjusted by the National Geodetic Survey in June 1991..
 JW0745
 JW0745.The geoid height was determined by GEOID03.
 JW0745
 JW0745.The dynamic height is computed by dividing the NAVD 88
 JW0745.geopotential number by the normal gravity value computed on the
 JW0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0745.degrees latitude (g = 980.6199 gals.).
 JW0745
 JW0745.The modeled gravity was interpolated from observed gravity values.
 JW0745
 JW0745;                    North         East    Units  Estimated Accuracy
 JW0745;SPC WV N     -   101,450.      630,140.      MT  (+/- 180 meters Scaled)
 JW0745
 JW0745                          SUPERSEDED SURVEY CONTROL
 JW0745
 JW0745  NGVD 29 (??/??/92)  426.817  (m)         1400.32   (f) ADJ UNCH    2 0
 JW0745
 JW0745.Superseded values are not recommended for survey control.
 JW0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0745.See file dsdata.txt to determine how the superseded data were derived.
 JW0745
 JW0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD592642(NAD 83)
 JW0745_MARKER: DB = BENCH MARK DISK
 JW0745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0745_SP_SET: CULVERT
 JW0745_STAMPING: E 31 1935
 JW0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0745
 JW0745  HISTORY     - Date     Condition        Report By
 JW0745  HISTORY     - 1935     MONUMENTED       CGS
 JW0745
 JW0745                          STATION DESCRIPTION
 JW0745
 JW0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0745'1.5 MI N FROM CHAFFEE.
 JW0745'1.5 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0745'POTOMAC RIVER BRIDGE AT CHAFFEE, MINERAL COUNTY, 0.2 MILE SOUTHEAST
 JW0745'OF THE SOUTH END OF THE NEFFS STATION, 7-1/2 POLES SOUTH OF MILEPOST
 JW0745'C 40, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH END OF THE
 JW0745'WEST ABUTMENT, AND 12 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 JW0745'A STANDARD DISK, STAMPED E 31 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2957 ***********************************************************************
 KY2957  DESIGNATION -  E 312
 KY2957  PID         -  KY2957
 KY2957  STATE/COUNTY-  WV/HANCOCK
 KY2957  USGS QUAD   -  WELLSVILLE (1994)
 KY2957
 KY2957                         *CURRENT SURVEY CONTROL
 KY2957  ___________________________________________________________________
 KY2957* NAD 83(1986)-  40 35 10.     (N)    080 39 18.     (W)     SCALED    
 KY2957* NAVD 88     -       230.433  (meters)     756.01   (feet)  ADJUSTED  
 KY2957  ___________________________________________________________________
 KY2957  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KY2957  DYNAMIC HT  -         230.315 (meters)     755.63  (feet)  COMP
 KY2957  MODELED GRAV-     980,105.5   (mgal)                       NAVD 88
 KY2957
 KY2957  VERT ORDER  -  FIRST     CLASS II
 KY2957
 KY2957.The horizontal coordinates were scaled from a topographic map and have
 KY2957.an estimated accuracy of +/- 6 seconds.
 KY2957
 KY2957.The orthometric height was determined by differential leveling
 KY2957.and adjusted by the National Geodetic Survey in June 1991..
 KY2957
 KY2957.The geoid height was determined by GEOID03.
 KY2957
 KY2957.The dynamic height is computed by dividing the NAVD 88
 KY2957.geopotential number by the normal gravity value computed on the
 KY2957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2957.degrees latitude (g = 980.6199 gals.).
 KY2957
 KY2957.The modeled gravity was interpolated from observed gravity values.
 KY2957
 KY2957;                    North         East    Units  Estimated Accuracy
 KY2957;SPC WV N     -   232,240.      502,210.      MT  (+/- 180 meters Scaled)
 KY2957
 KY2957                          SUPERSEDED SURVEY CONTROL
 KY2957
 KY2957.No superseded survey control is available for this station.
 KY2957
 KY2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE291928(NAD 83)
 KY2957_MARKER: I = METAL ROD
 KY2957_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KY2957_SP_SET: STAINLESS STEEL ROD
 KY2957_STAMPING: E 312 1983
 KY2957_MARK LOGO: NGS   
 KY2957_PROJECTION: FLUSH
 KY2957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2957_ROD/PIPE-DEPTH: 7.7  meters
 KY2957
 KY2957  HISTORY     - Date     Condition        Report By
 KY2957  HISTORY     - 1983     MONUMENTED       NGS
 KY2957
 KY2957                          STATION DESCRIPTION
 KY2957
 KY2957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2957'6.35 KM (3.95 MI) SW FROM NEWELL.
 KY2957'6.35 KM (3.95 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE
 KY2957'INTERSECTION OF FIFTH STREET IN NEWELL TO THE JUNCTION OF A PAVED ROAD
 KY2957'WITH A GUARD HOUSE AND LEADING INTO THE WATERFORK PARK RACETRACK AND
 KY2957'THE MARK ON THE RIGHT, IN LINE WITH A CHAIN LINK FENCE, 9.30 METERS
 KY2957'(30.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 25.85 METERS
 KY2957'(84.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE ATTACHED TO A
 KY2957'FRAME HOUSE, 14.84 METERS (48.7 FT) SOUTH-SOUTHEAST OF UTILITY POLE
 KY2957'255-22B, 3.75 METERS (12.3 FT) NORTH-NORTHWEST OF A UTILITY POLE USED
 KY2957'FOR CABLE TV, 0.36 METER (1.2 FT) SOUTHWEST OF A CHAIN LINK FENCE.
 KY2957'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1043 ***********************************************************************
 JW1043  DESIGNATION -  E 313
 JW1043  PID         -  JW1043
 JW1043  STATE/COUNTY-  WV/MONONGALIA
 JW1043  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1043
 JW1043                         *CURRENT SURVEY CONTROL
 JW1043  ___________________________________________________________________
 JW1043* NAD 83(1995)-  39 40 10.80785(N)    079 55 09.32003(W)     ADJUSTED  
 JW1043* NAVD 88     -       377.956  (meters)    1240.01   (feet)  ADJUSTED  
 JW1043  ___________________________________________________________________
 JW1043  X           -     860,558.154 (meters)                     COMP
 JW1043  Y           -  -4,840,567.820 (meters)                     COMP
 JW1043  Z           -   4,050,041.924 (meters)                     COMP
 JW1043  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 JW1043  ELLIP HEIGHT-         345.39  (meters)          (03/28/01) GPS OBS
 JW1043  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JW1043  DYNAMIC HT  -         377.733 (meters)    1239.28  (feet)  COMP
 JW1043  MODELED GRAV-     980,024.9   (mgal)                       NAVD 88
 JW1043
 JW1043  HORZ ORDER  -  B
 JW1043  VERT ORDER  -  FIRST     CLASS II
 JW1043  ELLP ORDER  -  THIRD     CLASS II
 JW1043
 JW1043.The horizontal coordinates were established by GPS observations
 JW1043.and adjusted by the National Geodetic Survey in March 1998..
 JW1043
 JW1043.The orthometric height was determined by differential leveling
 JW1043.and adjusted by the National Geodetic Survey in June 1991..
 JW1043
 JW1043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1043
 JW1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1043
 JW1043.The ellipsoidal height was determined by GPS observations
 JW1043.and is referenced to NAD 83.
 JW1043
 JW1043.The geoid height was determined by GEOID03.
 JW1043
 JW1043.The dynamic height is computed by dividing the NAVD 88
 JW1043.geopotential number by the normal gravity value computed on the
 JW1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1043.degrees latitude (g = 980.6199 gals.).
 JW1043
 JW1043.The modeled gravity was interpolated from observed gravity values.
 JW1043
 JW1043;                    North         East     Units Scale Factor Converg.
 JW1043;SPC WV N     -   129,937.476   564,028.484   MT  0.99994103   -0 16 02.6
 JW1043;UTM  17      - 4,391,652.857   592,696.039   MT  0.99970579   +0 41 23.8
 JW1043
 JW1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1043!SPC WV N     -   0.99994582  x   0.99994103  =   0.99988685
 JW1043!UTM  17      -   0.99994582  x   0.99970579  =   0.99965162
 JW1043
 JW1043                          SUPERSEDED SURVEY CONTROL
 JW1043
 JW1043  ELLIP H (03/24/98)  345.51   (m)                       GP(       ) 4 1
 JW1043  NAD 83(1995)-  39 40 10.80789(N)    079 55 09.32006(W) AD(       ) B
 JW1043  ELLIP H (11/22/95)  345.45   (m)                       GP(       ) 1 1
 JW1043  NAVD 88 (11/22/95)  377.96   (m)         1240.0    (f) LEVELING    3  
 JW1043
 JW1043.Superseded values are not recommended for survey control.
 JW1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1043.See file dsdata.txt to determine how the superseded data were derived.
 JW1043
 JW1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9269691653(NAD 83)
 JW1043_MARKER: I = METAL ROD
 JW1043_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1043+WITH SETTING: INFORMATION.
 JW1043_SP_SET: METAL ROD DRIVEN INTO GROUND
 JW1043_STAMPING: E 313 1983
 JW1043_MARK LOGO: NGS   
 JW1043_PROJECTION: FLUSH
 JW1043_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1043+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2001
 JW1043_ROD/PIPE-DEPTH: 2.4  meters
 JW1043_SLEEVE-DEPTH  : 1 meters
 JW1043
 JW1043  HISTORY     - Date     Condition        Report By
 JW1043  HISTORY     - 1983     MONUMENTED       NGS
 JW1043  HISTORY     - 19930817 GOOD             NGS
 JW1043  HISTORY     - 19940910 GOOD             NGS
 JW1043  HISTORY     - 20000410 GOOD             PADT
 JW1043  HISTORY     - 20010217 GOOD             PADT
 JW1043  HISTORY     - 20011129 GOOD             JCLS
 JW1043
 JW1043                          STATION DESCRIPTION
 JW1043
 JW1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1043'7.3 KM (4.55 MI) NORTH FROM MORGANTOWN.
 JW1043'THE MARK IS 0.6 M ABOVE HIGHWAY.
 JW1043'7.3 KM (4.55 MI) NORTH ALONG U.S. HIGHWAY 119 FROM THE JUNCTION OF
 JW1043'STATE HIGHWAY 7 IN MORGANTOWN TO THE MT. UNION CEMETERY AND THE MARK
 JW1043'ON THE RIGHT, 8.23 METERS (27.0 FT) EAST OF THE CENTERLINE OF THE
 JW1043'HIGHWAY, 2.74 METERS (9.0 FT) NORTH OF THE CENTER OF THE ENTRANCE TO
 JW1043'THE CEMETERY, 0.61 METER (2.0 FT) WEST OF THE SOUTHWEST CORNER OF THE
 JW1043'NORTH BRICK COLUMN AT THE ENTRANCE.  NOTE--SEVERAL ATTEMPTS WERE MADE
 JW1043'TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 JW1043
 JW1043                          STATION RECOVERY (1993)
 JW1043
 JW1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JW1043'1.7 KM (1.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 857 FROM THE
 JW1043'JUNCTION OF INTERSTATE HIGHWAY 68 IN MORGANTOWN (EXIT 7), THENCE 2.2
 JW1043'KM (1.35 MI) NORTHERLY ALONG U.S. HIGHWAY 119, 8.2 M (26.9 FT) EAST
 JW1043'OF THE HIGHWAY CENTERLINE, 2.6 M (8.5 FT) NORTH OF THE CENTER OF THE
 JW1043'MAIN ENTRANCE INTO THE MT.  UNION CEMETERY, 1.0 M (3.3 FT) ABOVE THE
 JW1043'LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF THE SOUTHWEST CORNER
 JW1043'OF THE NORTH BRICK PILLAR AT THE CEMETERY ENTRANCE.  NOTE--ACCESS TO
 JW1043'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 JW1043'REFUSAL AND ANCHORED, AT 2.4 METERS AND FLUSH WITH THE GROUND.
 JW1043
 JW1043                          STATION RECOVERY (1994)
 JW1043
 JW1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 JW1043'RECOVERED AS DESCRIBED.
 JW1043
 JW1043                          STATION RECOVERY (2000)
 JW1043
 JW1043'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (EPW)
 JW1043'THE STATION IS LOCATED IN MONONGALIA COUNTY, WEST VIRGINIA.
 JW1043' 
 JW1043'THE STATION IS 4.55 MI (7.3 KM) NORTH OF THE CITY OF MORGANTOWN,
 JW1043'WEST VIRGINIA, ALONG US ROUTE 119 FROM THE JUNCTION OF STATE
 JW1043'HIGHWAY 7 IN MORGANTOWN, TO THE MT. UNION CEMETERY AND THE MARK
 JW1043'ON THE RIGHT.
 JW1043' 
 JW1043'THE STATION IS 26.9 FT (8.2 M) EAST OF THE HIGHWAY CENTERLINE, 8.5 FT
 JW1043'(2.6 M) NORTH OF THE CENTER OF THE MAIN ENTRANCE INTO MT. UNION
 JW1043'CEMETERY, 3.3 FT (1.0 M) ABOVE THE LEVEL OF THE HIGHWAY, AND 1.6 FT
 JW1043'(0.5
 JW1043'M) WEST OF THE SOUTHEAST CORNER OF THE NORTH BRICK PILLAR AT THE
 JW1043'CEMETERY ENTRANCE.  ACCESS TO THE STATION IS THROUGH A 5-INCH
 JW1043'LOGO CAP.
 JW1043' 
 JW1043' 
 JW1043' 
 JW1043'
 JW1043
 JW1043                          STATION RECOVERY (2001)
 JW1043
 JW1043'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (EPW)
 JW1043'RECOVERED IN GOOD CONDITION.
 JW1043
 JW1043                          STATION RECOVERY (2001)
 JW1043
 JW1043'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 JW1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1728 ***********************************************************************
 JX1728  DESIGNATION -  E 314
 JX1728  PID         -  JX1728
 JX1728  STATE/COUNTY-  WV/WOOD
 JX1728  USGS QUAD   -  VALLEY MILLS (1994)
 JX1728
 JX1728                         *CURRENT SURVEY CONTROL
 JX1728  ___________________________________________________________________
 JX1728* NAD 83(1986)-  39 16 03.     (N)    081 29 58.     (W)     SCALED    
 JX1728* NAVD 88     -       199.827  (meters)     655.60   (feet)  ADJUSTED  
 JX1728  ___________________________________________________________________
 JX1728  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX1728  DYNAMIC HT  -         199.703 (meters)     655.19  (feet)  COMP
 JX1728  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 JX1728
 JX1728  VERT ORDER  -  FIRST     CLASS II
 JX1728
 JX1728.The horizontal coordinates were scaled from a topographic map and have
 JX1728.an estimated accuracy of +/- 6 seconds.
 JX1728
 JX1728.The orthometric height was determined by differential leveling
 JX1728.and adjusted by the National Geodetic Survey in June 1991..
 JX1728
 JX1728.The geoid height was determined by GEOID03.
 JX1728
 JX1728.The dynamic height is computed by dividing the NAVD 88
 JX1728.geopotential number by the normal gravity value computed on the
 JX1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1728.degrees latitude (g = 980.6199 gals.).
 JX1728
 JX1728.The modeled gravity was interpolated from observed gravity values.
 JX1728
 JX1728;                    North         East    Units  Estimated Accuracy
 JX1728;SPC WV N     -    87,130.      427,470.      MT  (+/- 180 meters Scaled)
 JX1728
 JX1728                          SUPERSEDED SURVEY CONTROL
 JX1728
 JX1728.No superseded survey control is available for this station.
 JX1728
 JX1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD569465(NAD 83)
 JX1728_MARKER: DB = BENCH MARK DISK
 JX1728_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1728_SP_SET: ABUTMENT
 JX1728_STAMPING: E 314 1983
 JX1728_MARK LOGO: NGS   
 JX1728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1728+STABILITY: POSITION/ELEVATION WELL
 JX1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JX1728+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 JX1728
 JX1728  HISTORY     - Date     Condition        Report By
 JX1728  HISTORY     - 1983     MONUMENTED       NGS
 JX1728  HISTORY     - 20040831 GOOD             JCLS
 JX1728
 JX1728                          STATION DESCRIPTION
 JX1728
 JX1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1728'IN PARKERSBURG.
 JX1728'IN PARKERSBURG, AT THE INTERSECTION OF INTERSTATE 77 AND U.S. HIGHWAY
 JX1728'50, IN THE NORTHWEST ABUTMENT OF THE BRIDGE OVER HIGHWAY 50,
 JX1728'3.8 METERS (12.5 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 JX1728'INTERSTATE 77.
 JX1728'THE MARK IS 0.30 M ABOVE HIGHWAY.
 JX1728
 JX1728                          STATION RECOVERY (2004)
 JX1728
 JX1728'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (FJO)
 JX1728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1790 ***********************************************************************
 JX1790  DESIGNATION -  E 315
 JX1790  PID         -  JX1790
 JX1790  STATE/COUNTY-  WV/TAYLOR
 JX1790  USGS QUAD   -  FAIRMONT EAST (1976)
 JX1790
 JX1790                         *CURRENT SURVEY CONTROL
 JX1790  ___________________________________________________________________
 JX1790* NAD 83(1986)-  39 23 03.     (N)    080 01 39.     (W)     SCALED    
 JX1790* NAVD 88     -       384.402  (meters)    1261.16   (feet)  ADJUSTED  
 JX1790  ___________________________________________________________________
 JX1790  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JX1790  DYNAMIC HT  -         384.160 (meters)    1260.36  (feet)  COMP
 JX1790  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 JX1790
 JX1790  VERT ORDER  -  FIRST     CLASS II
 JX1790
 JX1790.The horizontal coordinates were scaled from a topographic map and have
 JX1790.an estimated accuracy of +/- 6 seconds.
 JX1790
 JX1790.The orthometric height was determined by differential leveling
 JX1790.and adjusted by the National Geodetic Survey in June 1991..
 JX1790
 JX1790.The geoid height was determined by GEOID03.
 JX1790
 JX1790.The dynamic height is computed by dividing the NAVD 88
 JX1790.geopotential number by the normal gravity value computed on the
 JX1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1790.degrees latitude (g = 980.6199 gals.).
 JX1790
 JX1790.The modeled gravity was interpolated from observed gravity values.
 JX1790
 JX1790;                    North         East    Units  Estimated Accuracy
 JX1790;SPC WV N     -    98,290.      554,560.      MT  (+/- 180 meters Scaled)
 JX1790
 JX1790                          SUPERSEDED SURVEY CONTROL
 JX1790
 JX1790.No superseded survey control is available for this station.
 JX1790
 JX1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND837598(NAD 83)
 JX1790_MARKER: DB = BENCH MARK DISK
 JX1790_SETTING: 66 = SET IN ROCK OUTCROP
 JX1790_SP_SET: ROCK OUTCROP
 JX1790_STAMPING: E 315 1983
 JX1790_MARK LOGO: NGS   
 JX1790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1790+STABILITY: POSITION/ELEVATION WELL
 JX1790
 JX1790  HISTORY     - Date     Condition        Report By
 JX1790  HISTORY     - 1983     MONUMENTED       NGS
 JX1790
 JX1790                          STATION DESCRIPTION
 JX1790
 JX1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1790'5.3 KM (3.3 MI) NORTH FROM GRAFTON.
 JX1790'5.3 KM (3.3 MI) NORTH ALONG STATE HIGHWAY 310 FROM THE JUNCTION OF
 JX1790'U.S. HIGHWAY 50 IN GRAFTON TO THE MARK ON THE RIGHT, NEAR THE SOUTH
 JX1790'END OF A 50-FT LONG ROCK CUT, 0.1 KM (0.05 MI) SOUTH OF THE JUNCTION
 JX1790'OF A GRAVEL ROAD LEADING EAST, 4.26 METERS (14.0 FT) EAST OF THE
 JX1790'CENTERLINE OF THE HIGHWAY, 4.26 METERS (14.0 FT) WEST OF AN 18-INCH
 JX1790'DOUBLE TRUNK ELM TREE, 1.21 METERS (4.0 FT) NORTH OF THE SOUTH END OF
 JX1790'THE ROCK CUT.
 JX1790'THE MARK IS 0.91 METERS  S FROM A WITNESS POST.
 JX1790'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1680 ***********************************************************************
 JX1680  DESIGNATION -  E 316
 JX1680  PID         -  JX1680
 JX1680  STATE/COUNTY-  WV/MARSHALL
 JX1680  USGS QUAD   -  BUSINESSBURG (1976)
 JX1680
 JX1680                         *CURRENT SURVEY CONTROL
 JX1680  ___________________________________________________________________
 JX1680* NAD 83(1986)-  39 53 41.     (N)    080 47 32.     (W)     SCALED    
 JX1680* NAVD 88     -       213.891  (meters)     701.74   (feet)  ADJUSTED  
 JX1680  ___________________________________________________________________
 JX1680  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JX1680  DYNAMIC HT  -         213.771 (meters)     701.35  (feet)  COMP
 JX1680  MODELED GRAV-     980,065.0   (mgal)                       NAVD 88
 JX1680
 JX1680  VERT ORDER  -  FIRST     CLASS II
 JX1680
 JX1680.The horizontal coordinates were scaled from a topographic map and have
 JX1680.an estimated accuracy of +/- 6 seconds.
 JX1680
 JX1680.The orthometric height was determined by differential leveling
 JX1680.and adjusted by the National Geodetic Survey in June 1991..
 JX1680
 JX1680.The geoid height was determined by GEOID03.
 JX1680
 JX1680.The dynamic height is computed by dividing the NAVD 88
 JX1680.geopotential number by the normal gravity value computed on the
 JX1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1680.degrees latitude (g = 980.6199 gals.).
 JX1680
 JX1680.The modeled gravity was interpolated from observed gravity values.
 JX1680
 JX1680;                    North         East    Units  Estimated Accuracy
 JX1680;SPC WV N     -   155,640.      489,490.      MT  (+/- 180 meters Scaled)
 JX1680
 JX1680                          SUPERSEDED SURVEY CONTROL
 JX1680
 JX1680.No superseded survey control is available for this station.
 JX1680
 JX1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE177160(NAD 83)
 JX1680_MARKER: I = METAL ROD
 JX1680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1680_SP_SET: STAINLESS STEEL ROD
 JX1680_STAMPING: E 316 1983
 JX1680_MARK LOGO: NGS   
 JX1680_PROJECTION: FLUSH
 JX1680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1680_ROD/PIPE-DEPTH: 21.8 meters
 JX1680
 JX1680  HISTORY     - Date     Condition        Report By
 JX1680  HISTORY     - 1983     MONUMENTED       NGS
 JX1680
 JX1680                          STATION DESCRIPTION
 JX1680
 JX1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1680'7.6 KM (4.75 MI) SW FROM MOUNDSVILLE.
 JX1680'7.6 KM (4.75 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 JX1680'IN MOUNDSVILLE TO THE MARK ON THE RIGHT, AT THE NORTHEAST CORNER OF
 JX1680'THE WASHINGTON LANDS CONSOLIDATED ELEMENTARY SCHOOL, 76.20 METERS
 JX1680'(250.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE
 JX1680'HIGHWAY, 14.26 METERS (46.8 FT) SOUTHEAST OF A FLAGPOLE, 1.00 METER
 JX1680'(3.3 FT) NORTHEAST OF AND IN LINE WITH THE NORTHEAST CORNER OF THE
 JX1680'BUILDING.
 JX1680'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1101 ***********************************************************************
 JW1101  DESIGNATION -  E 317
 JW1101  PID         -  JW1101
 JW1101  STATE/COUNTY-  WV/TAYLOR
 JW1101  USGS QUAD   -  THORNTON (1976)
 JW1101
 JW1101                         *CURRENT SURVEY CONTROL
 JW1101  ___________________________________________________________________
 JW1101* NAD 83(1986)-  39 20 05.     (N)    079 55 59.     (W)     SCALED    
 JW1101* NAVD 88     -       393.786  (meters)    1291.95   (feet)  ADJUSTED  
 JW1101  ___________________________________________________________________
 JW1101  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JW1101  DYNAMIC HT  -         393.536 (meters)    1291.13  (feet)  COMP
 JW1101  MODELED GRAV-     979,978.6   (mgal)                       NAVD 88
 JW1101
 JW1101  VERT ORDER  -  FIRST     CLASS II
 JW1101
 JW1101.The horizontal coordinates were scaled from a topographic map and have
 JW1101.an estimated accuracy of +/- 6 seconds.
 JW1101
 JW1101.The orthometric height was determined by differential leveling
 JW1101.and adjusted by the National Geodetic Survey in June 1991..
 JW1101
 JW1101.The geoid height was determined by GEOID03.
 JW1101
 JW1101.The dynamic height is computed by dividing the NAVD 88
 JW1101.geopotential number by the normal gravity value computed on the
 JW1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1101.degrees latitude (g = 980.6199 gals.).
 JW1101
 JW1101.The modeled gravity was interpolated from observed gravity values.
 JW1101
 JW1101;                    North         East    Units  Estimated Accuracy
 JW1101;SPC WV N     -    92,760.      562,670.      MT  (+/- 180 meters Scaled)
 JW1101
 JW1101                          SUPERSEDED SURVEY CONTROL
 JW1101
 JW1101.No superseded survey control is available for this station.
 JW1101
 JW1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND919544(NAD 83)
 JW1101_MARKER: DB = BENCH MARK DISK
 JW1101_SETTING: 66 = SET IN ROCK OUTCROP
 JW1101_SP_SET: ROCK OUTCROP
 JW1101_STAMPING: E 317 1983
 JW1101_MARK LOGO: NGS   
 JW1101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1101+STABILITY: POSITION/ELEVATION WELL
 JW1101
 JW1101  HISTORY     - Date     Condition        Report By
 JW1101  HISTORY     - 1983     MONUMENTED       NGS
 JW1101
 JW1101                          STATION DESCRIPTION
 JW1101
 JW1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1101'7.6 KM (4.7 MI) EAST FROM GRAFTON.
 JW1101'7.6 KM (4.7 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION OF
 JW1101'STATE HIGHWAY 119 IN GRAFTON TO THE MARK ON THE RIGHT, IN TOP OF
 JW1101'BEDROCK AT THE BASE OF A ROCK SPILLWAY ON THE EAST BANK OF A HILL,
 JW1101'30.48 METERS (100.0 FT) EAST OF THE CENTERLINE OF HIGHWAY, 3.04 METERS
 JW1101'(10.0 FT) EAST-NORTHEAST OF A 48-INCH OAK TREE, 1.06 METERS (3.5 FT)
 JW1101'NORTH OF THE CENTER OF THE SPILLWAY.
 JW1101'THE MARK IS 0.36 METERS  W FROM A WITNESS POST.
 JW1101'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1752 ***********************************************************************
 JX1752  DESIGNATION -  E 319
 JX1752  PID         -  JX1752
 JX1752  STATE/COUNTY-  WV/RITCHIE
 JX1752  USGS QUAD   -  PENNSBORO (1987)
 JX1752
 JX1752                         *CURRENT SURVEY CONTROL
 JX1752  ___________________________________________________________________
 JX1752* NAD 83(1986)-  39 16 03.     (N)    080 55 04.     (W)     SCALED    
 JX1752* NAVD 88     -       245.031  (meters)     803.91   (feet)  ADJUSTED  
 JX1752  ___________________________________________________________________
 JX1752  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JX1752  DYNAMIC HT  -         244.878 (meters)     803.40  (feet)  COMP
 JX1752  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 JX1752
 JX1752  VERT ORDER  -  FIRST     CLASS II
 JX1752
 JX1752.The horizontal coordinates were scaled from a topographic map and have
 JX1752.an estimated accuracy of +/- 6 seconds.
 JX1752
 JX1752.The orthometric height was determined by differential leveling
 JX1752.and adjusted by the National Geodetic Survey in June 1991..
 JX1752
 JX1752.The geoid height was determined by GEOID03.
 JX1752
 JX1752.The dynamic height is computed by dividing the NAVD 88
 JX1752.geopotential number by the normal gravity value computed on the
 JX1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1752.degrees latitude (g = 980.6199 gals.).
 JX1752
 JX1752.The modeled gravity was interpolated from observed gravity values.
 JX1752
 JX1752;                    North         East    Units  Estimated Accuracy
 JX1752;SPC WV N     -    86,170.      477,660.      MT  (+/- 180 meters Scaled)
 JX1752
 JX1752                          SUPERSEDED SURVEY CONTROL
 JX1752
 JX1752.No superseded survey control is available for this station.
 JX1752
 JX1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND070464(NAD 83)
 JX1752_MARKER: DB = BENCH MARK DISK
 JX1752_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1752_SP_SET: ABUTMENT
 JX1752_STAMPING: E 319 1983
 JX1752_MARK LOGO: NGS   
 JX1752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1752+STABILITY: POSITION/ELEVATION WELL
 JX1752
 JX1752  HISTORY     - Date     Condition        Report By
 JX1752  HISTORY     - 1983     MONUMENTED       NGS
 JX1752
 JX1752                          STATION DESCRIPTION
 JX1752
 JX1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1752'3.7 KM (2.3 MI) EAST FROM PENNSBORO.
 JX1752'3.7 KM (2.3 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1752'HIGHWAY 74 IN PENNSBORO TO THE MARK ON THE RIGHT, IN THE SOUTHWEST
 JX1752'ABUTMENT OF THE BRIDGE OVER THE NORTH FORK OF THE HUGHES RIVER,
 JX1752'7.6 METERS (25.0 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANE
 JX1752'OF THE HIGHWAY.
 JX1752'THE MARK IS 0.71 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0709 ***********************************************************************
 JW0709  DESIGNATION -  E 32
 JW0709  PID         -  JW0709
 JW0709  STATE/COUNTY-  WV/GRANT
 JW0709  USGS QUAD   -  MAYSVILLE (1995)
 JW0709
 JW0709                         *CURRENT SURVEY CONTROL
 JW0709  ___________________________________________________________________
 JW0709* NAD 83(1986)-  39 06 56.     (N)    079 09 36.     (W)     SCALED    
 JW0709* NAVD 88     -       391.357  (meters)    1283.98   (feet)  ADJUSTED  
 JW0709  ___________________________________________________________________
 JW0709  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JW0709  DYNAMIC HT  -         391.101 (meters)    1283.14  (feet)  COMP
 JW0709  MODELED GRAV-     979,960.2   (mgal)                       NAVD 88
 JW0709
 JW0709  VERT ORDER  -  SECOND    CLASS 0
 JW0709
 JW0709.The horizontal coordinates were scaled from a topographic map and have
 JW0709.an estimated accuracy of +/- 6 seconds.
 JW0709
 JW0709.The orthometric height was determined by differential leveling
 JW0709.and adjusted by the National Geodetic Survey in June 1991..
 JW0709
 JW0709.The geoid height was determined by GEOID03.
 JW0709
 JW0709.The dynamic height is computed by dividing the NAVD 88
 JW0709.geopotential number by the normal gravity value computed on the
 JW0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0709.degrees latitude (g = 980.6199 gals.).
 JW0709
 JW0709.The modeled gravity was interpolated from observed gravity values.
 JW0709
 JW0709;                    North         East    Units  Estimated Accuracy
 JW0709;SPC WV N     -    68,390.      629,400.      MT  (+/- 180 meters Scaled)
 JW0709
 JW0709                          SUPERSEDED SURVEY CONTROL
 JW0709
 JW0709  NGVD 29 (??/??/92)  391.499  (m)         1284.44   (f) ADJ UNCH    2 0
 JW0709
 JW0709.Superseded values are not recommended for survey control.
 JW0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0709.See file dsdata.txt to determine how the superseded data were derived.
 JW0709
 JW0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD590312(NAD 83)
 JW0709_MARKER: DB = BENCH MARK DISK
 JW0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0709_STAMPING: E 32 1935
 JW0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0709+STABILITY: SURFACE MOTION
 JW0709
 JW0709  HISTORY     - Date     Condition        Report By
 JW0709  HISTORY     - 1935     MONUMENTED       CGS
 JW0709  HISTORY     - 1954     GOOD             NGS
 JW0709
 JW0709                          STATION DESCRIPTION
 JW0709
 JW0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0709'10.2 MI NW FROM PETERSBURG.
 JW0709'ABOUT 10.2 MILES NORTHWEST ALONG STATE HIGHWAY 42 FROM THE GRANT
 JW0709'COUNTY BANK AT PETERSBURG, GRANT COUNTY, ABOUT 0.2 MILE SOUTHEAST
 JW0709'OF MAYSVILLE, ABOUT 0.1 MILE EAST OF AN ATLANTIC SERVICE STATION,
 JW0709'42 FEET EAST OF THE NORTH END OF A CONCRETE CULVERT HEAD WALL,
 JW0709'21.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET
 JW0709'NORTHEAST OF A FENCE CORNER, 0.9 FOOT WEST OF A WHITE WOODEN POST
 JW0709'STENCILED U.S.B.M., AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A
 JW0709'STANDARD DISK, STAMPED E 32 1935 AND SET IN THE TOP OF A CONCRETE
 JW0709'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 JW0709
 JW0709                          STATION RECOVERY (1954)
 JW0709
 JW0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1775 ***********************************************************************
 JX1775  DESIGNATION -  E 320
 JX1775  PID         -  JX1775
 JX1775  STATE/COUNTY-  WV/HARRISON
 JX1775  USGS QUAD   -  ROSEMONT (1976)
 JX1775
 JX1775                         *CURRENT SURVEY CONTROL
 JX1775  ___________________________________________________________________
 JX1775* NAD 83(1986)-  39 17 37.     (N)    080 13 10.     (W)     SCALED    
 JX1775* NAVD 88     -       371.498  (meters)    1218.82   (feet)  ADJUSTED  
 JX1775  ___________________________________________________________________
 JX1775  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JX1775  DYNAMIC HT  -         371.267 (meters)    1218.07  (feet)  COMP
 JX1775  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JX1775
 JX1775  VERT ORDER  -  FIRST     CLASS II
 JX1775
 JX1775.The horizontal coordinates were scaled from a topographic map and have
 JX1775.an estimated accuracy of +/- 6 seconds.
 JX1775
 JX1775.The orthometric height was determined by differential leveling
 JX1775.and adjusted by the National Geodetic Survey in June 1991..
 JX1775
 JX1775.The geoid height was determined by GEOID03.
 JX1775
 JX1775.The dynamic height is computed by dividing the NAVD 88
 JX1775.geopotential number by the normal gravity value computed on the
 JX1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1775.degrees latitude (g = 980.6199 gals.).
 JX1775
 JX1775.The modeled gravity was interpolated from observed gravity values.
 JX1775
 JX1775;                    North         East    Units  Estimated Accuracy
 JX1775;SPC WV N     -    88,350.      537,940.      MT  (+/- 180 meters Scaled)
 JX1775
 JX1775                          SUPERSEDED SURVEY CONTROL
 JX1775
 JX1775.No superseded survey control is available for this station.
 JX1775
 JX1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND673496(NAD 83)
 JX1775_MARKER: I = METAL ROD
 JX1775_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1775_SP_SET: STAINLESS STEEL ROD
 JX1775_STAMPING: E 320 1983
 JX1775_MARK LOGO: NGS   
 JX1775_PROJECTION: FLUSH
 JX1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1775_ROD/PIPE-DEPTH: 4.8  meters
 JX1775
 JX1775  HISTORY     - Date     Condition        Report By
 JX1775  HISTORY     - 1983     MONUMENTED       NGS
 JX1775
 JX1775                          STATION DESCRIPTION
 JX1775
 JX1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1775'3.5 KM (2.2 MI) EAST FROM BRIDGEPORT.
 JX1775'3.5 KM (2.2 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE BRIDGEPORT BANK IN
 JX1775'BRIDGEPORT TO THE MARK ON THE RIGHT, 14.0 METERS (46.0 FT) SOUTH OF
 JX1775'THE CENTERLINE OF THE HIGHWAY, 12.4 METERS (41.0 FT) WEST OF THE
 JX1775'EXTENDED CENTER OF A SIDE ROAD TO THE NORTH, 0.30 METER (1.0 FT) SOUTH
 JX1775'OF A BRACE POLE FOR A POWER LINE.
 JX1775'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1813 ***********************************************************************
 JX1813  DESIGNATION -  E 322
 JX1813  PID         -  JX1813
 JX1813  STATE/COUNTY-  WV/BARBOUR
 JX1813  USGS QUAD   -  PHILIPPI (1977)
 JX1813
 JX1813                         *CURRENT SURVEY CONTROL
 JX1813  ___________________________________________________________________
 JX1813* NAD 83(1986)-  39 13 47.     (N)    080 03 16.     (W)     SCALED    
 JX1813* NAVD 88     -       409.615  (meters)    1343.88   (feet)  ADJUSTED  
 JX1813  ___________________________________________________________________
 JX1813  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JX1813  DYNAMIC HT  -         409.352 (meters)    1343.02  (feet)  COMP
 JX1813  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 JX1813
 JX1813  VERT ORDER  -  FIRST     CLASS II
 JX1813
 JX1813.The horizontal coordinates were scaled from a topographic map and have
 JX1813.an estimated accuracy of +/- 6 seconds.
 JX1813
 JX1813.The orthometric height was determined by differential leveling
 JX1813.and adjusted by the National Geodetic Survey in June 1991..
 JX1813
 JX1813.The geoid height was determined by GEOID03.
 JX1813
 JX1813.The dynamic height is computed by dividing the NAVD 88
 JX1813.geopotential number by the normal gravity value computed on the
 JX1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1813.degrees latitude (g = 980.6199 gals.).
 JX1813
 JX1813.The modeled gravity was interpolated from observed gravity values.
 JX1813
 JX1813;                    North         East    Units  Estimated Accuracy
 JX1813;SPC WV N     -    81,160.      552,130.      MT  (+/- 180 meters Scaled)
 JX1813
 JX1813                          SUPERSEDED SURVEY CONTROL
 JX1813
 JX1813.No superseded survey control is available for this station.
 JX1813
 JX1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND816426(NAD 83)
 JX1813_MARKER: DB = BENCH MARK DISK
 JX1813_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 JX1813_SP_SET: ABUTMENT
 JX1813_STAMPING: E 322 1983
 JX1813_MARK LOGO: NGS   
 JX1813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1813+STABILITY: POSITION/ELEVATION WELL
 JX1813
 JX1813  HISTORY     - Date     Condition        Report By
 JX1813  HISTORY     - 1983     MONUMENTED       NGS
 JX1813
 JX1813                          STATION DESCRIPTION
 JX1813
 JX1813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1813'10.4 KM (6.45 MI) NORTH FROM PHILIPPI.
 JX1813'10.4 KM (6.45 MI) NORTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JX1813'PHILIPPI TO A HIGHWAY BRIDGE OVER THE BALTIMORE AND OHIO RAILROAD AND
 JX1813'THE MARK ON THE RIGHT, IN TOP OF THE NORTH END OF THE SOUTHEAST
 JX1813'ABUTMENT OF THE BRIDGE, 5.18 METERS (17.0 FT) NORTHEAST OF THE
 JX1813'CENTERLINE OF THE HIGHWAY, 0.37 METER (1.2 FT) SOUTH OF THE NORTH END
 JX1813'OF THE ABUTMENT.
 JX1813'THE MARK IS 1.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1709 ***********************************************************************
 JX1709  DESIGNATION -  E 323
 JX1709  PID         -  JX1709
 JX1709  STATE/COUNTY-  WV/PLEASANTS
 JX1709  USGS QUAD   -  WILLOW ISLAND (1994)
 JX1709
 JX1709                         *CURRENT SURVEY CONTROL
 JX1709  ___________________________________________________________________
 JX1709* NAD 83(1986)-  39 20 50.     (N)    081 20 03.     (W)     SCALED    
 JX1709* NAVD 88     -       186.049  (meters)     610.40   (feet)  ADJUSTED  
 JX1709  ___________________________________________________________________
 JX1709  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JX1709  DYNAMIC HT  -         185.936 (meters)     610.02  (feet)  COMP
 JX1709  MODELED GRAV-     980,014.5   (mgal)                       NAVD 88
 JX1709
 JX1709  VERT ORDER  -  FIRST     CLASS II
 JX1709
 JX1709.The horizontal coordinates were scaled from a topographic map and have
 JX1709.an estimated accuracy of +/- 6 seconds.
 JX1709
 JX1709.The orthometric height was determined by differential leveling
 JX1709.and adjusted by the National Geodetic Survey in June 1991..
 JX1709
 JX1709.The geoid height was determined by GEOID03.
 JX1709
 JX1709.The dynamic height is computed by dividing the NAVD 88
 JX1709.geopotential number by the normal gravity value computed on the
 JX1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1709.degrees latitude (g = 980.6199 gals.).
 JX1709
 JX1709.The modeled gravity was interpolated from observed gravity values.
 JX1709
 JX1709;                    North         East    Units  Estimated Accuracy
 JX1709;SPC WV N     -    95,670.      441,910.      MT  (+/- 180 meters Scaled)
 JX1709
 JX1709                          SUPERSEDED SURVEY CONTROL
 JX1709
 JX1709.No superseded survey control is available for this station.
 JX1709
 JX1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD712553(NAD 83)
 JX1709_MARKER: DB = BENCH MARK DISK
 JX1709_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1709_SP_SET: ABUTMENT
 JX1709_STAMPING: E 323 1983
 JX1709_MARK LOGO: NGS   
 JX1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1709+STABILITY: SURFACE MOTION
 JX1709
 JX1709  HISTORY     - Date     Condition        Report By
 JX1709  HISTORY     - 1983     MONUMENTED       NGS
 JX1709
 JX1709                          STATION DESCRIPTION
 JX1709
 JX1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1709'4.1 KM (2.55 MI) EAST FROM WAVERLY.
 JX1709'4.1 KM (2.55 MI) EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1709'CROSSING OF WAVERLY STREET IN WAVERLY TO THE MARK ON THE RIGHT, IN TOP
 JX1709'OF THE NORTHEAST ABUTMENT OF A RAILROAD BRIDGE OVER A SMALL CREEK,
 JX1709'1.07 METERS (3.5 FT) SOUTH OF THE SOUTH RAIL, 1.22 METERS (4.0 FT)
 JX1709'NORTH OF THE NORTH END OF THE ABUTMENT.
 JX1709'THE MARK IS 0.98 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3202 ***********************************************************************
 HW3202  DESIGNATION -  E 324
 HW3202  PID         -  HW3202
 HW3202  STATE/COUNTY-  WV/RANDOLPH
 HW3202  USGS QUAD   -  JUNIOR (1976)
 HW3202
 HW3202                         *CURRENT SURVEY CONTROL
 HW3202  ___________________________________________________________________
 HW3202* NAD 83(1986)-  38 56 12.     (N)    079 52 39.     (W)     SCALED    
 HW3202* NAVD 88     -       584.678  (meters)    1918.23   (feet)  ADJUSTED  
 HW3202  ___________________________________________________________________
 HW3202  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HW3202  DYNAMIC HT  -         584.264 (meters)    1916.87  (feet)  COMP
 HW3202  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 HW3202
 HW3202  VERT ORDER  -  FIRST     CLASS II
 HW3202
 HW3202.The horizontal coordinates were scaled from a topographic map and have
 HW3202.an estimated accuracy of +/- 6 seconds.
 HW3202
 HW3202.The orthometric height was determined by differential leveling
 HW3202.and adjusted by the National Geodetic Survey in June 1991..
 HW3202
 HW3202.The geoid height was determined by GEOID03.
 HW3202
 HW3202.The dynamic height is computed by dividing the NAVD 88
 HW3202.geopotential number by the normal gravity value computed on the
 HW3202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3202.degrees latitude (g = 980.6199 gals.).
 HW3202
 HW3202.The modeled gravity was interpolated from observed gravity values.
 HW3202
 HW3202;                    North         East    Units  Estimated Accuracy
 HW3202;SPC WV S     -   215,550.      697,320.      MT  (+/- 180 meters Scaled)
 HW3202
 HW3202                          SUPERSEDED SURVEY CONTROL
 HW3202
 HW3202.No superseded survey control is available for this station.
 HW3202
 HW3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND972103(NAD 83)
 HW3202_MARKER: DB = BENCH MARK DISK
 HW3202_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HW3202_SP_SET: ABUTMENT
 HW3202_STAMPING: E 324 1983
 HW3202_MARK LOGO: NGS   
 HW3202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3202
 HW3202  HISTORY     - Date     Condition        Report By
 HW3202  HISTORY     - 1983     MONUMENTED       NGS
 HW3202
 HW3202                          STATION DESCRIPTION
 HW3202
 HW3202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3202'3.5 KM (2.15 MI) WEST FROM ELKINS.
 HW3202'3.5 KM (2.15 MI) WEST ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 HW3202'ELKINS TO THE MARK ON THE RIGHT, SET IN TOP OF THE NORTH END OF THE
 HW3202'EAST ABUTMENT OF THE HIGHWAY BRIDGE OVER LEADING CREEK, 6.40 METERS
 HW3202'(21.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.40 METER (1.3 FT)
 HW3202'SOUTH OF THE NORTH END OF THE ABUTMENT, 0.24 METER (0.8 FT) EAST OF
 HW3202'THE WEST EDGE OF THE ABUTMENT.
 HW3202'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3223 ***********************************************************************
 GX3223  DESIGNATION -  E 325
 GX3223  PID         -  GX3223
 GX3223  STATE/COUNTY-  WV/GREENBRIER
 GX3223  USGS QUAD   -  LEWISBURG (1979)
 GX3223
 GX3223                         *CURRENT SURVEY CONTROL
 GX3223  ___________________________________________________________________
 GX3223* NAD 83(1986)-  37 51 52.     (N)    080 24 36.     (W)     SCALED    
 GX3223* NAVD 88     -       723.559  (meters)    2373.88   (feet)  ADJUSTED  
 GX3223  ___________________________________________________________________
 GX3223  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX3223  DYNAMIC HT  -         722.950 (meters)    2371.88  (feet)  COMP
 GX3223  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 GX3223
 GX3223  VERT ORDER  -  FIRST     CLASS II
 GX3223
 GX3223.The horizontal coordinates were scaled from a topographic map and have
 GX3223.an estimated accuracy of +/- 6 seconds.
 GX3223
 GX3223.The orthometric height was determined by differential leveling
 GX3223.and adjusted by the National Geodetic Survey in June 1991..
 GX3223
 GX3223.The geoid height was determined by GEOID03.
 GX3223
 GX3223.The dynamic height is computed by dividing the NAVD 88
 GX3223.geopotential number by the normal gravity value computed on the
 GX3223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3223.degrees latitude (g = 980.6199 gals.).
 GX3223
 GX3223.The modeled gravity was interpolated from observed gravity values.
 GX3223
 GX3223;                    North         East    Units  Estimated Accuracy
 GX3223;SPC WV S     -    96,110.      651,910.      MT  (+/- 180 meters Scaled)
 GX3223
 GX3223                          SUPERSEDED SURVEY CONTROL
 GX3223
 GX3223.No superseded survey control is available for this station.
 GX3223
 GX3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB518909(NAD 83)
 GX3223_MARKER: DB = BENCH MARK DISK
 GX3223_SETTING: 66 = SET IN ROCK OUTCROP
 GX3223_SP_SET: ROCK OUTCROP
 GX3223_STAMPING: E 325 1983
 GX3223_MARK LOGO: NGS   
 GX3223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3223+STABILITY: POSITION/ELEVATION WELL
 GX3223
 GX3223  HISTORY     - Date     Condition        Report By
 GX3223  HISTORY     - 1983     MONUMENTED       NGS
 GX3223
 GX3223                          STATION DESCRIPTION
 GX3223
 GX3223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GX3223'8.2 KM (5.1 MI) SOUTH FROM FRANKFORD.
 GX3223'8.2 KM (5.1 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 GX3223'FRANKFORD TO THE MARK ON THE RIGHT, IN TOP OF A SMALL ROCK CUT,
 GX3223'DIRECTLY ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF THE CLIFTON
 GX3223'PRESBYTERIAN CHURCH, 5.79 METERS (19.0 FT) WEST OF THE CENTERLINE OF
 GX3223'THE HIGHWAY, 16.95 METERS (55.6 FT) WEST OF UTILITY POLE EO 217,
 GX3223'9.82 METERS (32.3 FT) NORTH OF UTILITY POLE 300175.
 GX3223'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1215 ***********************************************************************
 JW1215  DESIGNATION -  E 326
 JW1215  PID         -  JW1215
 JW1215  STATE/COUNTY-  WV/MORGAN
 JW1215  USGS QUAD   -  STOTLERS CROSSROADS (1998)
 JW1215
 JW1215                         *CURRENT SURVEY CONTROL
 JW1215  ___________________________________________________________________
 JW1215* NAD 83(1986)-  39 37 28.     (N)    078 12 04.     (W)     SCALED    
 JW1215* NAVD 88     -       279.100  (meters)     915.68   (feet)  ADJUSTED  
 JW1215  ___________________________________________________________________
 JW1215  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JW1215  DYNAMIC HT  -         278.938 (meters)     915.15  (feet)  COMP
 JW1215  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 JW1215
 JW1215  VERT ORDER  -  FIRST     CLASS II
 JW1215
 JW1215.The horizontal coordinates were scaled from a topographic map and have
 JW1215.an estimated accuracy of +/- 6 seconds.
 JW1215
 JW1215.The orthometric height was determined by differential leveling
 JW1215.and adjusted by the National Geodetic Survey in June 1991..
 JW1215
 JW1215.The geoid height was determined by GEOID03.
 JW1215
 JW1215.The dynamic height is computed by dividing the NAVD 88
 JW1215.geopotential number by the normal gravity value computed on the
 JW1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1215.degrees latitude (g = 980.6199 gals.).
 JW1215
 JW1215.The modeled gravity was interpolated from observed gravity values.
 JW1215
 JW1215;                    North         East    Units  Estimated Accuracy
 JW1215;SPC WV N     -   125,640.      711,510.      MT  (+/- 180 meters Scaled)
 JW1215
 JW1215                          SUPERSEDED SURVEY CONTROL
 JW1215
 JW1215.No superseded survey control is available for this station.
 JW1215
 JW1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD402898(NAD 83)
 JW1215_MARKER: I = METAL ROD
 JW1215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1215_SP_SET: STAINLESS STEEL ROD
 JW1215_STAMPING: E 326 1983
 JW1215_MARK LOGO: NGS   
 JW1215_PROJECTION: FLUSH
 JW1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1215_ROD/PIPE-DEPTH: 3.7  meters
 JW1215
 JW1215  HISTORY     - Date     Condition        Report By
 JW1215  HISTORY     - 1983     MONUMENTED       NGS
 JW1215
 JW1215                          STATION DESCRIPTION
 JW1215
 JW1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1215'3.4 KM (2.1 MI) EAST FROM BERKELEY SPRINGS.
 JW1215'0.4 KM (0.25 MI) SOUTH ALONG U.S. HIGHWAY 522 FROM THE COURTHOUSE IN
 JW1215'BERKELEY SPRINGS, THENCE 3.0 KM (1.85 MI) EAST ALONG STATE HIGHWAY 9
 JW1215'TO THE MARK ON THE RIGHT, AT THE JUNCTION OF GROVE HEIGHTS ROAD,
 JW1215'10.70 METERS (35.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 0.61 METER
 JW1215'(2.0 FT) EAST OF A STOP SIGN.
 JW1215'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 JW1215'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4119 ***********************************************************************
 JV4119  DESIGNATION -  E 327
 JV4119  PID         -  JV4119
 JV4119  STATE/COUNTY-  WV/JEFFERSON
 JV4119  USGS QUAD   -  CHARLES TOWN (1988)
 JV4119
 JV4119                         *CURRENT SURVEY CONTROL
 JV4119  ___________________________________________________________________
 JV4119* NAD 83(1986)-  39 20 06.     (N)    077 51 18.     (W)     SCALED    
 JV4119* NAVD 88     -       165.452  (meters)     542.82   (feet)  ADJUSTED  
 JV4119  ___________________________________________________________________
 JV4119  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JV4119  DYNAMIC HT  -         165.353 (meters)     542.50  (feet)  COMP
 JV4119  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 JV4119
 JV4119  VERT ORDER  -  FIRST     CLASS II
 JV4119
 JV4119.The horizontal coordinates were scaled from a topographic map and have
 JV4119.an estimated accuracy of +/- 6 seconds.
 JV4119
 JV4119.The orthometric height was determined by differential leveling
 JV4119.and adjusted by the National Geodetic Survey in June 1991..
 JV4119
 JV4119.The geoid height was determined by GEOID03.
 JV4119
 JV4119.The dynamic height is computed by dividing the NAVD 88
 JV4119.geopotential number by the normal gravity value computed on the
 JV4119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4119.degrees latitude (g = 980.6199 gals.).
 JV4119
 JV4119.The modeled gravity was interpolated from observed gravity values.
 JV4119
 JV4119;                    North         East    Units  Estimated Accuracy
 JV4119;SPC WV N     -    94,000.      741,810.      MT  (+/- 180 meters Scaled)
 JV4119
 JV4119                          SUPERSEDED SURVEY CONTROL
 JV4119
 JV4119.No superseded survey control is available for this station.
 JV4119
 JV4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ539578(NAD 83)
 JV4119_MARKER: I = METAL ROD
 JV4119_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV4119_SP_SET: STAINLESS STEEL ROD
 JV4119_STAMPING: E 327 1983
 JV4119_MARK LOGO: NGS   
 JV4119_PROJECTION: FLUSH
 JV4119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV4119_ROD/PIPE-DEPTH: 6.7  meters
 JV4119
 JV4119  HISTORY     - Date     Condition        Report By
 JV4119  HISTORY     - 1983     MONUMENTED       NGS
 JV4119  HISTORY     - 20031212 GOOD             GEOCAC
 JV4119
 JV4119                          STATION DESCRIPTION
 JV4119
 JV4119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4119'4.7 KM (2.95 MI) NORTH FROM RANSON.
 JV4119'4.7 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE CITY HALL IN
 JV4119'RANSON TO THE MARK ON THE LEFT, AT THE NORTHWEST ANGLE OF THE JUNCTION
 JV4119'OF A PAVED ROAD LEADING WEST TO THE COUNTRY ROADS FARM, 11.90 METERS
 JV4119'(39.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 6.70 METERS (22.5 FT)
 JV4119'NORTH OF THE CENTER OF THE ROAD, 5.50 METERS (18.0 FT) SOUTH-SOUTHWEST
 JV4119'OF THE SOUTHEAST CORNER POST OF A WIRE FENCE AROUND A PASTURE,
 JV4119'0.70 METER NORTH OF POWER POLE M65315.
 JV4119'THE MARK IS 2.1 METERS  SSW FROM A WITNESS POST.
 JV4119'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JV4119
 JV4119                          STATION RECOVERY (2003)
 JV4119
 JV4119'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 JV4119'STATION IS LOCATED AT THE CORNER OF LOCUST KNOLL FARM, WHICH IS
 JV4119'ENCLOSED BY A BOARD FENCE (APPARENTLY REPLACING THE WIRE FENCE
 JV4119'MENTIONED IN THE DESCRIPTION). LOCATED ACROSS THE COUNTRY ROAD FROM
 JV4119'RURAL MAILBOX RT. 7 BOX 106. STATION IS APPROXIMATELY 6.5 FEET SOUTH
 JV4119'OF A CARSONITE WITNESS POST AND APPROXIMATELY 1.3 FEET NORTHEAST OF
 JV4119'POWER POLE M65315 (WHICH IS MORE PROMINENTLY LABELED 700-59).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3208 ***********************************************************************
 GX3208  DESIGNATION -  E 328
 GX3208  PID         -  GX3208
 GX3208  STATE/COUNTY-  WV/SUMMERS
 GX3208  USGS QUAD   -  ALDERSON (1976)
 GX3208
 GX3208                         *CURRENT SURVEY CONTROL
 GX3208  ___________________________________________________________________
 GX3208* NAD 83(1986)-  37 40 44.     (N)    080 41 53.     (W)     SCALED    
 GX3208* NAVD 88     -       463.190  (meters)    1519.65   (feet)  ADJUSTED  
 GX3208  ___________________________________________________________________
 GX3208  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX3208  DYNAMIC HT  -         462.805 (meters)    1518.39  (feet)  COMP
 GX3208  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 GX3208
 GX3208  VERT ORDER  -  FIRST     CLASS II
 GX3208
 GX3208.The horizontal coordinates were scaled from a topographic map and have
 GX3208.an estimated accuracy of +/- 6 seconds.
 GX3208
 GX3208.The orthometric height was determined by differential leveling
 GX3208.and adjusted by the National Geodetic Survey in June 1991..
 GX3208
 GX3208.The geoid height was determined by GEOID03.
 GX3208
 GX3208.The dynamic height is computed by dividing the NAVD 88
 GX3208.geopotential number by the normal gravity value computed on the
 GX3208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3208.degrees latitude (g = 980.6199 gals.).
 GX3208
 GX3208.The modeled gravity was interpolated from observed gravity values.
 GX3208
 GX3208;                    North         East    Units  Estimated Accuracy
 GX3208;SPC WV S     -    75,390.      626,640.      MT  (+/- 180 meters Scaled)
 GX3208
 GX3208                          SUPERSEDED SURVEY CONTROL
 GX3208
 GX3208.No superseded survey control is available for this station.
 GX3208
 GX3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB266702(NAD 83)
 GX3208_MARKER: DB = BENCH MARK DISK
 GX3208_SETTING: 66 = SET IN ROCK OUTCROP
 GX3208_SP_SET: ROCK OUTCROP
 GX3208_STAMPING: E 328 1984
 GX3208_MARK LOGO: NGS   
 GX3208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3208+STABILITY: POSITION/ELEVATION WELL
 GX3208
 GX3208  HISTORY     - Date     Condition        Report By
 GX3208  HISTORY     - 1984     MONUMENTED       NGS
 GX3208
 GX3208                          STATION DESCRIPTION
 GX3208
 GX3208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3208'10.2 KM (6.35 MI) WEST FROM ALDERSON.
 GX3208'10.2 KM (6.35 MI) WEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 GX3208'NORTH MONROE STREET IN ALDERSON TO THE MARK ON THE RIGHT, SET
 GX3208'VERTICALLY, IN A ROCK CUT, ALSO 0.4 KM (0.25 MI) NORTH ALONG A PAVED
 GX3208'ROAD FROM THE POST OFFICE IN TALCOTT, THENCE 9.4 KM (5.85 MI) EAST
 GX3208'ALONG STATE HIGHWAY 12, 4.11 METERS (13.5 FT) NORTHWEST OF THE
 GX3208'CENTERLINE OF THE HIGHWAY, 37.49 METERS (123.0 FT) SOUTHWEST OF THE
 GX3208'NORTHEAST END OF THE ROCK CUT, 0.49 METER (1.6 FT) NORTHEAST OF THE
 GX3208'SOUTHWEST EDGE OF THE THIRD LARGEST PROJECTION OF THE CUT FROM THE
 GX3208'NORTHEAST END.
 GX3208'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3250 ***********************************************************************
 GX3250  DESIGNATION -  E 329
 GX3250  PID         -  GX3250
 GX3250  STATE/COUNTY-  WV/MERCER
 GX3250  USGS QUAD   -  BLUEFIELD (1979)
 GX3250
 GX3250                         *CURRENT SURVEY CONTROL
 GX3250  ___________________________________________________________________
 GX3250* NAD 83(1986)-  37 16 42.     (N)    081 11 26.     (W)     SCALED    
 GX3250* NAVD 88     -       740.883  (meters)    2430.71   (feet)  ADJUSTED  
 GX3250  ___________________________________________________________________
 GX3250  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX3250  DYNAMIC HT  -         740.216 (meters)    2428.53  (feet)  COMP
 GX3250  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 GX3250
 GX3250  VERT ORDER  -  FIRST     CLASS II
 GX3250
 GX3250.The horizontal coordinates were scaled from a topographic map and have
 GX3250.an estimated accuracy of +/- 6 seconds.
 GX3250
 GX3250.The orthometric height was determined by differential leveling
 GX3250.and adjusted by the National Geodetic Survey in June 1991..
 GX3250
 GX3250.The geoid height was determined by GEOID03.
 GX3250
 GX3250.The dynamic height is computed by dividing the NAVD 88
 GX3250.geopotential number by the normal gravity value computed on the
 GX3250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3250.degrees latitude (g = 980.6199 gals.).
 GX3250
 GX3250.The modeled gravity was interpolated from observed gravity values.
 GX3250
 GX3250;                    North         East    Units  Estimated Accuracy
 GX3250;SPC WV S     -    30,910.      583,100.      MT  (+/- 180 meters Scaled)
 GX3250
 GX3250                          SUPERSEDED SURVEY CONTROL
 GX3250
 GX3250.No superseded survey control is available for this station.
 GX3250
 GX3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB831257(NAD 83)
 GX3250_MARKER: DB = BENCH MARK DISK
 GX3250_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX3250_SP_SET: HEADWALL
 GX3250_STAMPING: E 329 1984
 GX3250_MARK LOGO: NGS   
 GX3250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3250+STABILITY: SURFACE MOTION
 GX3250
 GX3250  HISTORY     - Date     Condition        Report By
 GX3250  HISTORY     - 1984     MONUMENTED       NGS
 GX3250
 GX3250                          STATION DESCRIPTION
 GX3250
 GX3250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3250'3.5 KM (2.2 MI) EAST FROM BLUEFIELD.
 GX3250'0.3 KM (0.2 MI) NORTH ALONG BLAND STREET FROM THE POST OFFICE IN
 GX3250'BLUEFIELD, THENCE 3.2 KM (2.0 MI) EAST ALONG U.S. HIGHWAY 19 TO THE
 GX3250'JUNCTION OF GRASSY BRANCH ROAD AND THE MARK ON THE RIGHT, IN TOP OF
 GX3250'THE WEST END OF A L-SHAPED HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 GX3250'10.52 METERS (34.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GX3250'21.03 METERS (69.0 FT) WEST OF THE CENTERLINE OF THE ROAD, 0.55 METER
 GX3250'(1.8 FT) EAST OF THE WEST END OF THE CULVERT.
 GX3250'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0790 ***********************************************************************
 JW0790  DESIGNATION -  E 33
 JW0790  PID         -  JW0790
 JW0790  STATE/COUNTY-  WV/PRESTON
 JW0790  USGS QUAD   -  TERRA ALTA (1976)
 JW0790
 JW0790                         *CURRENT SURVEY CONTROL
 JW0790  ___________________________________________________________________
 JW0790* NAD 83(1986)-  39 27 05.     (N)    079 33 10.     (W)     SCALED    
 JW0790* NAVD 88     -       769.184  (meters)    2523.56   (feet)  ADJUSTED  
 JW0790  ___________________________________________________________________
 JW0790  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 JW0790  DYNAMIC HT  -         768.656 (meters)    2521.83  (feet)  COMP
 JW0790  MODELED GRAV-     979,913.8   (mgal)                       NAVD 88
 JW0790
 JW0790  VERT ORDER  -  FIRST     CLASS II
 JW0790
 JW0790.The horizontal coordinates were scaled from a topographic map and have
 JW0790.an estimated accuracy of +/- 6 seconds.
 JW0790
 JW0790.The orthometric height was determined by differential leveling
 JW0790.and adjusted by the National Geodetic Survey in June 1991..
 JW0790
 JW0790.The geoid height was determined by GEOID03.
 JW0790
 JW0790.The dynamic height is computed by dividing the NAVD 88
 JW0790.geopotential number by the normal gravity value computed on the
 JW0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0790.degrees latitude (g = 980.6199 gals.).
 JW0790
 JW0790.The modeled gravity was interpolated from observed gravity values.
 JW0790
 JW0790;                    North         East    Units  Estimated Accuracy
 JW0790;SPC WV N     -   105,620.      595,460.      MT  (+/- 180 meters Scaled)
 JW0790
 JW0790                          SUPERSEDED SURVEY CONTROL
 JW0790
 JW0790  NGVD 29 (??/??/92)  769.323  (m)         2524.02   (f) ADJ UNCH    1 2
 JW0790
 JW0790.Superseded values are not recommended for survey control.
 JW0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0790.See file dsdata.txt to determine how the superseded data were derived.
 JW0790
 JW0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD245678(NAD 83)
 JW0790_MARKER: DB = BENCH MARK DISK
 JW0790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0790_SP_SET: SIGNAL TOWER
 JW0790_STAMPING: E 33 1935
 JW0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0790
 JW0790  HISTORY     - Date     Condition        Report By
 JW0790  HISTORY     - 1935     MONUMENTED       CGS
 JW0790  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0790
 JW0790                          STATION DESCRIPTION
 JW0790
 JW0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0790'2.3 MI SW FROM HOPEMONT.
 JW0790'2.3 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0790'THE STATION AT HOPEMONT, PRESTON COUNTY, 204 FEET EAST OF BRIDGE
 JW0790'98 E, 35 FEET SOUTH OF POLE 242+35, NEAR TERRA ALTA, AT AN
 JW0790'OVERHEAD STEEL SIGNAL TOWER, IN THE CENTER OF THE TOP OF THE
 JW0790'SOUTH CONCRETE BASE, AND 9 FEET SOUTH OF THE CENTERLINE OF THE
 JW0790'SOUTH CONCRETE BASE, AND 9 FEET SOUTH OF THE CENTERLINE OF THE
 JW0790'SOUTH TRACK.  A STANDARD DISK, STAMPED E 33 1935.
 JW0790
 JW0790                          STATION RECOVERY (1983)
 JW0790
 JW0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0790'NOT RECOVERED, THE OVERHEAD SIGNAL HAS BEEN REMOVED, CONSIDER
 JW0790'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2171 ***********************************************************************
 HY2171  DESIGNATION -  E 330
 HY2171  PID         -  HY2171
 HY2171  STATE/COUNTY-  WV/MASON
 HY2171  USGS QUAD   -  CHESHIRE (1989)
 HY2171
 HY2171                         *CURRENT SURVEY CONTROL
 HY2171  ___________________________________________________________________
 HY2171* NAD 83(1986)-  38 57 14.     (N)    082 05 12.     (W)     SCALED    
 HY2171* NAVD 88     -       183.666  (meters)     602.58   (feet)  ADJUSTED  
 HY2171  ___________________________________________________________________
 HY2171  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HY2171  DYNAMIC HT  -         183.550 (meters)     602.20  (feet)  COMP
 HY2171  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 HY2171
 HY2171  VERT ORDER  -  FIRST     CLASS II
 HY2171
 HY2171.The horizontal coordinates were scaled from a topographic map and have
 HY2171.an estimated accuracy of +/- 6 seconds.
 HY2171
 HY2171.The orthometric height was determined by differential leveling
 HY2171.and adjusted by the National Geodetic Survey in June 1991..
 HY2171
 HY2171.The geoid height was determined by GEOID03.
 HY2171
 HY2171.The dynamic height is computed by dividing the NAVD 88
 HY2171.geopotential number by the normal gravity value computed on the
 HY2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2171.degrees latitude (g = 980.6199 gals.).
 HY2171
 HY2171.The modeled gravity was interpolated from observed gravity values.
 HY2171
 HY2171;                    North         East    Units  Estimated Accuracy
 HY2171;SPC WV S     -   217,420.      505,810.      MT  (+/- 180 meters Scaled)
 HY2171
 HY2171                          SUPERSEDED SURVEY CONTROL
 HY2171
 HY2171.No superseded survey control is available for this station.
 HY2171
 HY2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD058122(NAD 83)
 HY2171_MARKER: I = METAL ROD
 HY2171_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HY2171_SP_SET: STAINLESS STEEL ROD
 HY2171_STAMPING: E 330 1984
 HY2171_MARK LOGO: NGS   
 HY2171_PROJECTION: FLUSH
 HY2171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2171_ROD/PIPE-DEPTH: 24.4 meters
 HY2171
 HY2171  HISTORY     - Date     Condition        Report By
 HY2171  HISTORY     - 1984     MONUMENTED       NGS
 HY2171
 HY2171                          STATION DESCRIPTION
 HY2171
 HY2171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2171'8.4 KM (5.25 MI) SSW FROM MASON.
 HY2171'8.4 KM (5.25 MI) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 62 FROM THE
 HY2171'JUNCTION OF U.S. HIGHWAY 33 IN MASON TO THE MARK ON THE LEFT, AT THE
 HY2171'ENTRANCE TO LAKIN STATE HOSPITAL, ALSO 14.2 KM (8.85 MI)
 HY2171'NORTH-NORTHEAST ALONG HIGHWAY 62 FROM THE CITY MUNICIPAL BUILDING IN
 HY2171'POINT PLEASANT, 24.70 METERS (81.0 FT) EAST OF THE CENTERLINE OF THE
 HY2171'HIGHWAY, 4.72 METERS (15.5 FT) NORTH OF THE CENTER OF THE ENTRANCE
 HY2171'ROAD TO THE HOSPITAL, 0.40 METER (1.3 FT) NORTHWEST OF THE NORTHWEST
 HY2171'CORNER OF THE NORTH ONE OF TWO STONE BLOCK PLANTERS.
 HY2171'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1830 ***********************************************************************
 JX1830  DESIGNATION -  E 331
 JX1830  PID         -  JX1830
 JX1830  STATE/COUNTY-  WV/WOOD
 JX1830  USGS QUAD   -  LUBECK (1994)
 JX1830
 JX1830                         *CURRENT SURVEY CONTROL
 JX1830  ___________________________________________________________________
 JX1830* NAD 83(1986)-  39 13 16.     (N)    081 38 41.     (W)     SCALED    
 JX1830* NAVD 88     -       191.997  (meters)     629.91   (feet)  ADJUSTED  
 JX1830  ___________________________________________________________________
 JX1830  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JX1830  DYNAMIC HT  -         191.876 (meters)     629.51  (feet)  COMP
 JX1830  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 JX1830
 JX1830  VERT ORDER  -  FIRST     CLASS II
 JX1830
 JX1830.The horizontal coordinates were scaled from a topographic map and have
 JX1830.an estimated accuracy of +/- 6 seconds.
 JX1830
 JX1830.The orthometric height was determined by differential leveling
 JX1830.and adjusted by the National Geodetic Survey in June 1991..
 JX1830
 JX1830.The geoid height was determined by GEOID03.
 JX1830
 JX1830.The dynamic height is computed by dividing the NAVD 88
 JX1830.geopotential number by the normal gravity value computed on the
 JX1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1830.degrees latitude (g = 980.6199 gals.).
 JX1830
 JX1830.The modeled gravity was interpolated from observed gravity values.
 JX1830
 JX1830;                    North         East    Units  Estimated Accuracy
 JX1830;SPC WV N     -    82,270.      414,810.      MT  (+/- 180 meters Scaled)
 JX1830
 JX1830                          SUPERSEDED SURVEY CONTROL
 JX1830
 JX1830.No superseded survey control is available for this station.
 JX1830
 JX1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD443415(NAD 83)
 JX1830_MARKER: I = METAL ROD
 JX1830_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1830_SP_SET: STAINLESS STEEL ROD
 JX1830_STAMPING: E 331 1984
 JX1830_MARK LOGO: NGS   
 JX1830_PROJECTION: FLUSH
 JX1830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1830_ROD/PIPE-DEPTH: 5.2  meters
 JX1830
 JX1830  HISTORY     - Date     Condition        Report By
 JX1830  HISTORY     - 1984     MONUMENTED       NGS
 JX1830
 JX1830                          STATION DESCRIPTION
 JX1830
 JX1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JX1830'2.0 KM (1.3 MI) SW FROM LUBECK.
 JX1830'2.0 KM (1.3 MI) SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE FIRE
 JX1830'DEPARTMENT IN LUBECK TO THE MARK ON THE LEFT, AT THE SOUTHWEST CORNER
 JX1830'OF A 0.6 BY 6.1 METER (2 BY 20 FT) BRICK SIGN (WAKEFIELD) FOR A
 JX1830'HOUSING DEVELOPMENT, 12.64 METERS (41.5 FT) EAST OF THE CENTERLINE OF
 JX1830'THE HIGHWAY, 5.80 METERS (19.0 FT) NORTH OF THE CENTERLINE OF A
 JX1830'CONCRETE ROAD LEADING EAST, 1.21 METERS (4.0 FT) NORTHWEST OF A POWER
 JX1830'POLE WITH A SECURITY LIGHT, 0.30 METER (1.0 FT) SOUTHWEST OF THE
 JX1830'SOUTHWEST CORNER OF THE BRICK SIGN.
 JX1830'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1760 ***********************************************************************
 JW1760  DESIGNATION -  E 334
 JW1760  PID         -  JW1760
 JW1760  STATE/COUNTY-  WV/PRESTON
 JW1760  USGS QUAD   -  BRANDONVILLE (1976)
 JW1760
 JW1760                         *CURRENT SURVEY CONTROL
 JW1760  ___________________________________________________________________
 JW1760* NAD 83(1986)-  39 39 24.     (N)    079 34 01.     (W)     SCALED    
 JW1760* NAVD 88     -       591.428  (meters)    1940.38   (feet)  ADJUSTED  
 JW1760  ___________________________________________________________________
 JW1760  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JW1760  DYNAMIC HT  -         591.055 (meters)    1939.15  (feet)  COMP
 JW1760  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 JW1760
 JW1760  VERT ORDER  -  FIRST     CLASS II
 JW1760
 JW1760.The horizontal coordinates were scaled from a topographic map and have
 JW1760.an estimated accuracy of +/- 6 seconds.
 JW1760
 JW1760.The orthometric height was determined by differential leveling
 JW1760.and adjusted by the National Geodetic Survey in April 1995..
 JW1760
 JW1760.The geoid height was determined by GEOID03.
 JW1760
 JW1760.The dynamic height is computed by dividing the NAVD 88
 JW1760.geopotential number by the normal gravity value computed on the
 JW1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1760.degrees latitude (g = 980.6199 gals.).
 JW1760
 JW1760.The modeled gravity was interpolated from observed gravity values.
 JW1760
 JW1760;                    North         East    Units  Estimated Accuracy
 JW1760;SPC WV N     -   128,410.      594,260.      MT  (+/- 180 meters Scaled)
 JW1760
 JW1760                          SUPERSEDED SURVEY CONTROL
 JW1760
 JW1760.No superseded survey control is available for this station.
 JW1760
 JW1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD229906(NAD 83)
 JW1760_MARKER: DV = VERTICAL CONTROL DISK
 JW1760_SETTING: 66 = SET IN ROCK OUTCROP
 JW1760_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1760_STAMPING: E 334 1993
 JW1760_MARK LOGO: NGS   
 JW1760_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1760+STABILITY: POSITION/ELEVATION WELL
 JW1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1760+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1760
 JW1760  HISTORY     - Date     Condition        Report By
 JW1760  HISTORY     - 1993     MONUMENTED       NGS
 JW1760
 JW1760                          STATION DESCRIPTION
 JW1760
 JW1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1760'14.5 KM (9.00 MI) WESTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1760'JUNCTION OF STATE HIGHWAY 42 IN FRIENDSVILLE, MARYLAND (EXIT 4), NEAR
 JW1760'THE CENTER OF A 7 BY 10-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY
 JW1760'CUT, 586.0 M (1922.6 FT) EAST OF THE CENTER OF AN OVERPASS, 27.0 M
 JW1760'(88.6 FT) WEST OF THE WEST END OF A GUARDRAIL, 15.9 M (52.2 FT) SOUTH
 JW1760'OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT)
 JW1760'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 JW1760'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1784 ***********************************************************************
 JW1784  DESIGNATION -  E 335
 JW1784  PID         -  JW1784
 JW1784  STATE/COUNTY-  WV/MONONGALIA
 JW1784  USGS QUAD   -  LAKE LYNN (1976)
 JW1784
 JW1784                         *CURRENT SURVEY CONTROL
 JW1784  ___________________________________________________________________
 JW1784* NAD 83(1986)-  39 40 06.     (N)    079 51 56.     (W)     SCALED    
 JW1784* NAVD 88     -       288.457  (meters)     946.38   (feet)  ADJUSTED  
 JW1784  ___________________________________________________________________
 JW1784  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JW1784  DYNAMIC HT  -         288.288 (meters)     945.82  (feet)  COMP
 JW1784  MODELED GRAV-     980,033.3   (mgal)                       NAVD 88
 JW1784
 JW1784  VERT ORDER  -  FIRST     CLASS II
 JW1784
 JW1784.The horizontal coordinates were scaled from a topographic map and have
 JW1784.an estimated accuracy of +/- 6 seconds.
 JW1784
 JW1784.The orthometric height was determined by differential leveling
 JW1784.and adjusted by the National Geodetic Survey in April 1995..
 JW1784
 JW1784.The geoid height was determined by GEOID03.
 JW1784
 JW1784.The dynamic height is computed by dividing the NAVD 88
 JW1784.geopotential number by the normal gravity value computed on the
 JW1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1784.degrees latitude (g = 980.6199 gals.).
 JW1784
 JW1784.The modeled gravity was interpolated from observed gravity values.
 JW1784
 JW1784;                    North         East    Units  Estimated Accuracy
 JW1784;SPC WV N     -   129,770.      568,640.      MT  (+/- 180 meters Scaled)
 JW1784
 JW1784                          SUPERSEDED SURVEY CONTROL
 JW1784
 JW1784.No superseded survey control is available for this station.
 JW1784
 JW1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND973915(NAD 83)
 JW1784_MARKER: DV = VERTICAL CONTROL DISK
 JW1784_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1784_SP_SET: BRIDGE ABUTMENT
 JW1784_STAMPING: E 335 1993
 JW1784_MARK LOGO: NGS   
 JW1784_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1784+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1784
 JW1784  HISTORY     - Date     Condition        Report By
 JW1784  HISTORY     - 1993     MONUMENTED       NGS
 JW1784
 JW1784                          STATION DESCRIPTION
 JW1784
 JW1784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1784'3.5 KM (2.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1784'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), IN TOP OF AND
 JW1784'1.1 M (3.6 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT
 JW1784'OF THE WESTBOUND HIGHWAY BRIDGE SPANNING CHEAT LAKE, AND 6.8 M (22.3
 JW1784'FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF
 JW1784'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1104 ***********************************************************************
 JX1104  DESIGNATION -  E 34
 JX1104  PID         -  JX1104
 JX1104  STATE/COUNTY-  WV/WOOD
 JX1104  USGS QUAD   -  PARKERSBURG (1994)
 JX1104
 JX1104                         *CURRENT SURVEY CONTROL
 JX1104  ___________________________________________________________________
 JX1104* NAD 83(1986)-  39 17 51.     (N)    081 33 22.     (W)     SCALED    
 JX1104* NAVD 88     -       183.857  (meters)     603.20   (feet)  ADJUSTED  
 JX1104  ___________________________________________________________________
 JX1104  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1104  DYNAMIC HT  -         183.743 (meters)     602.83  (feet)  COMP
 JX1104  MODELED GRAV-     980,002.6   (mgal)                       NAVD 88
 JX1104
 JX1104  VERT ORDER  -  SECOND    CLASS 0
 JX1104
 JX1104.The horizontal coordinates were scaled from a topographic map and have
 JX1104.an estimated accuracy of +/- 6 seconds.
 JX1104
 JX1104.The orthometric height was determined by differential leveling
 JX1104.and adjusted by the National Geodetic Survey in June 1991..
 JX1104
 JX1104.The geoid height was determined by GEOID03.
 JX1104
 JX1104.The dynamic height is computed by dividing the NAVD 88
 JX1104.geopotential number by the normal gravity value computed on the
 JX1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1104.degrees latitude (g = 980.6199 gals.).
 JX1104
 JX1104.The modeled gravity was interpolated from observed gravity values.
 JX1104
 JX1104;                    North         East    Units  Estimated Accuracy
 JX1104;SPC WV N     -    90,570.      422,660.      MT  (+/- 180 meters Scaled)
 JX1104
 JX1104                          SUPERSEDED SURVEY CONTROL
 JX1104
 JX1104  NGVD 29 (??/??/92)  184.040  (m)          603.80   (f) ADJ UNCH    2 0
 JX1104
 JX1104.Superseded values are not recommended for survey control.
 JX1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1104.See file dsdata.txt to determine how the superseded data were derived.
 JX1104
 JX1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD520499(NAD 83)
 JX1104_MARKER: DB = BENCH MARK DISK
 JX1104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1104_SP_SET: BRIDGE
 JX1104_STAMPING: E 34 1934
 JX1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1104
 JX1104  HISTORY     - Date     Condition        Report By
 JX1104  HISTORY     - 1934     MONUMENTED       CGS
 JX1104  HISTORY     - 1956     MARK NOT FOUND   NGS
 JX1104
 JX1104                          STATION DESCRIPTION
 JX1104
 JX1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1104'3.1 MI N FROM PARKERSBURG.
 JX1104'3.1 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1104'POST OFFICE AT PARKERSBURG, WOOD COUNTY, 26 YARDS WEST OF POLE
 JX1104'91/15, AT THE SOUTH CORNER OF THE MUNICIPAL AIRPORT, AT BRIDGE
 JX1104'NO. 913, IN THE TOP OF THE SOUTHWEST SIDE OF THE NORTHWEST
 JX1104'ABUTMENT, AND ONE FOOT BELOW THE TOP OF THE RAIL.  A STANDARD
 JX1104'DISK, STAMPED E 34 1934.  NOTE-- A LARGE TIMBER (18X18) NOW
 JX1104'COVERS THE ABUTMENT AND IS BOLTED DOWN, PREVENTING ANY
 JX1104'INVESTIGATION OF THE MARK.  CEMENT APPEARS IN GOOD SHAPE,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0255 ***********************************************************************
 GY0255  DESIGNATION -  E 34
 GY0255  PID         -  GY0255
 GY0255  STATE/COUNTY-  WV/MINGO
 GY0255  USGS QUAD   -  WILLIAMSON (1992)
 GY0255
 GY0255                         *CURRENT SURVEY CONTROL
 GY0255  ___________________________________________________________________
 GY0255* NAD 83(1986)-  37 39 51.     (N)    082 15 00.     (W)     SCALED    
 GY0255* NAVD 88     -       202.617  (meters)     664.75   (feet)  ADJUSTED  
 GY0255  ___________________________________________________________________
 GY0255  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GY0255  DYNAMIC HT  -         202.466 (meters)     664.26  (feet)  COMP
 GY0255  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 GY0255
 GY0255  VERT ORDER  -  SECOND    CLASS 0
 GY0255
 GY0255.The horizontal coordinates were scaled from a topographic map and have
 GY0255.an estimated accuracy of +/- 6 seconds.
 GY0255
 GY0255.The orthometric height was determined by differential leveling
 GY0255.and adjusted by the National Geodetic Survey in June 1991..
 GY0255
 GY0255.The geoid height was determined by GEOID03.
 GY0255
 GY0255.The dynamic height is computed by dividing the NAVD 88
 GY0255.geopotential number by the normal gravity value computed on the
 GY0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0255.degrees latitude (g = 980.6199 gals.).
 GY0255
 GY0255.The modeled gravity was interpolated from observed gravity values.
 GY0255
 GY0255;                    North         East    Units  Estimated Accuracy
 GY0255;SPC WV S     -    74,460.      489,720.      MT  (+/- 180 meters Scaled)
 GY0255
 GY0255                          SUPERSEDED SURVEY CONTROL
 GY0255
 GY0255  NGVD 29 (??/??/92)  202.858  (m)          665.54   (f) ADJ UNCH    2 0
 GY0255
 GY0255.Superseded values are not recommended for survey control.
 GY0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0255.See file dsdata.txt to determine how the superseded data were derived.
 GY0255
 GY0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB897692(NAD 83)
 GY0255_MARKER: DB = BENCH MARK DISK
 GY0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0255_STAMPING: E 34 1935
 GY0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0255+STABILITY: SURFACE MOTION
 GY0255
 GY0255  HISTORY     - Date     Condition        Report By
 GY0255  HISTORY     - 1935     MONUMENTED       CGS
 GY0255
 GY0255                          STATION DESCRIPTION
 GY0255
 GY0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0255'2.2 MI E FROM WILLIAMSON.
 GY0255'2.2 MILES EAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE AT
 GY0255'WILLIAMSON, MINGO COUNTY, 55 YARDS NORTH OF THE JUNCTION OF STATE
 GY0255'HIGHWAY 49, 90 YARDS NORTH OF THE CROSSING OF THE NORFOLK AND
 GY0255'WESTERN RAILWAY, 21 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GY0255'3 FEET EAST OF A FENCE LINE, AND AT A TELEPHONE POLE.  A STANDARD
 GY0255'DISK, STAMPED E 34 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2242 ***********************************************************************
 GX2242  DESIGNATION -  E 35
 GX2242  PID         -  GX2242
 GX2242  STATE/COUNTY-  WV/LOGAN
 GX2242  USGS QUAD   -  LOGAN (1989)
 GX2242
 GX2242                         *CURRENT SURVEY CONTROL
 GX2242  ___________________________________________________________________
 GX2242* NAD 83(1986)-  37 47 20.     (N)    081 59 33.     (W)     SCALED    
 GX2242* NAVD 88     -       230.446  (meters)     756.05   (feet)  ADJUSTED  
 GX2242  ___________________________________________________________________
 GX2242  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GX2242  DYNAMIC HT  -         230.277 (meters)     755.50  (feet)  COMP
 GX2242  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 GX2242
 GX2242  VERT ORDER  -  SECOND    CLASS 0
 GX2242
 GX2242.The horizontal coordinates were scaled from a topographic map and have
 GX2242.an estimated accuracy of +/- 6 seconds.
 GX2242
 GX2242.The orthometric height was determined by differential leveling
 GX2242.and adjusted by the National Geodetic Survey in June 1991..
 GX2242
 GX2242.The geoid height was determined by GEOID03.
 GX2242
 GX2242.The dynamic height is computed by dividing the NAVD 88
 GX2242.geopotential number by the normal gravity value computed on the
 GX2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2242.degrees latitude (g = 980.6199 gals.).
 GX2242
 GX2242.The modeled gravity was interpolated from observed gravity values.
 GX2242
 GX2242;                    North         East    Units  Estimated Accuracy
 GX2242;SPC WV S     -    88,030.      512,580.      MT  (+/- 180 meters Scaled)
 GX2242
 GX2242                          SUPERSEDED SURVEY CONTROL
 GX2242
 GX2242  NGVD 29 (??/??/92)  230.666  (m)          756.78   (f) ADJ UNCH    2 0
 GX2242
 GX2242.Superseded values are not recommended for survey control.
 GX2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2242.See file dsdata.txt to determine how the superseded data were derived.
 GX2242
 GX2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB126828(NAD 83)
 GX2242_MARKER: DB = BENCH MARK DISK
 GX2242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2242_SP_SET: BRIDGE
 GX2242_STAMPING: E 35 1935
 GX2242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2242
 GX2242  HISTORY     - Date     Condition        Report By
 GX2242  HISTORY     - 1935     MONUMENTED       CGS
 GX2242
 GX2242                          STATION DESCRIPTION
 GX2242
 GX2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2242'AT SWITZER.
 GX2242'AT SWITZER, LOGAN COUNTY, ON U.S. HIGHWAY 119, 0.1 MILE NORTHEAST
 GX2242'OF THE POST OFFICE, AT A CONCRETE BRIDGE OVER ISLAND CREEK, IN
 GX2242'THE TOP OF THE NORTHWEST WING WALL, 15 FEET WEST OF THE CENTERLINE
 GX2242'OF THE HIGHWAY, AND ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY.  A
 GX2242'STANDARD DISK, STAMPED E 35 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2296 ***********************************************************************
 GX2296  DESIGNATION -  E 36
 GX2296  PID         -  GX2296
 GX2296  STATE/COUNTY-  WV/BOONE
 GX2296  USGS QUAD   -  CLOTHIER (1989)
 GX2296
 GX2296                         *CURRENT SURVEY CONTROL
 GX2296  ___________________________________________________________________
 GX2296* NAD 83(1986)-  37 58 36.     (N)    081 48 42.     (W)     SCALED    
 GX2296* NAVD 88     -       237.958  (meters)     780.70   (feet)  ADJUSTED  
 GX2296  ___________________________________________________________________
 GX2296  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GX2296  DYNAMIC HT  -         237.785 (meters)     780.13  (feet)  COMP
 GX2296  MODELED GRAV-     979,893.6   (mgal)                       NAVD 88
 GX2296
 GX2296  VERT ORDER  -  SECOND    CLASS 0
 GX2296
 GX2296.The horizontal coordinates were scaled from a topographic map and have
 GX2296.an estimated accuracy of +/- 6 seconds.
 GX2296
 GX2296.The orthometric height was determined by differential leveling
 GX2296.and adjusted by the National Geodetic Survey in June 1991..
 GX2296
 GX2296.The geoid height was determined by GEOID03.
 GX2296
 GX2296.The dynamic height is computed by dividing the NAVD 88
 GX2296.geopotential number by the normal gravity value computed on the
 GX2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2296.degrees latitude (g = 980.6199 gals.).
 GX2296
 GX2296.The modeled gravity was interpolated from observed gravity values.
 GX2296
 GX2296;                    North         East    Units  Estimated Accuracy
 GX2296;SPC WV S     -   108,710.      528,690.      MT  (+/- 180 meters Scaled)
 GX2296
 GX2296                          SUPERSEDED SURVEY CONTROL
 GX2296
 GX2296  NGVD 29 (??/??/92)  238.167  (m)          781.39   (f) ADJ UNCH    2 0
 GX2296
 GX2296.Superseded values are not recommended for survey control.
 GX2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2296.See file dsdata.txt to determine how the superseded data were derived.
 GX2296
 GX2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC287035(NAD 83)
 GX2296_MARKER: DB = BENCH MARK DISK
 GX2296_SETTING: 66 = SET IN ROCK OUTCROP
 GX2296_SP_SET: ROCK OUTCROP
 GX2296_STAMPING: E 36 1935
 GX2296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2296+STABILITY: POSITION/ELEVATION WELL
 GX2296
 GX2296  HISTORY     - Date     Condition        Report By
 GX2296  HISTORY     - 1935     MONUMENTED       CGS
 GX2296  HISTORY     - 1957     GOOD             NGS
 GX2296  HISTORY     - 1958     GOOD             NGS
 GX2296
 GX2296                          STATION DESCRIPTION
 GX2296
 GX2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2296'0.8 MI N FROM JEFFERY.
 GX2296'ABOUT 0.8 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX2296'THE STATION SIGN AT JEFFERY, 0.35 MILE SOUTH OF MILE POST 46,
 GX2296'63 YARDS EAST-NORTHEAST OF AN UNPAINTED 2 STORY HOUSE SITUATED
 GX2296'BETWEEN THE TRACK AND THE RIVER, 27 YARDS EAST OF THE NORTH END
 GX2296'OF A CAST IRON PIPE CULVERT UNDER THE TRACK, 8.6 FEET NORTH-NORTHWEST
 GX2296'OF THE NORTH-NORTHWEST RAIL AND AT THE INSIDE OF A CURVE WITH
 GX2296'TANGENTS TO THE WEST AND NORTHEAST, SET IN THE TOP OF A ROCK
 GX2296'OUTCROP AND 3 1/2 FEET SOUTH SOUTHEAST OF THE VERTICAL SOUTH
 GX2296'SOUTHEAST FACE OF A 4 FOOT HIGH LAYERED CLIFF, 12 FEET EAST OF
 GX2296'THE WEST END OF THE CLIFF, ABOUT LEVEL WITH THE TOP OF THE RAIL.
 GX2296
 GX2296                          STATION RECOVERY (1958)
 GX2296
 GX2296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GX2296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2114 ***********************************************************************
 HX2114  DESIGNATION -  E 37
 HX2114  PID         -  HX2114
 HX2114  STATE/COUNTY-  WV/KANAWHA
 HX2114  USGS QUAD   -  JULIAN (1976)
 HX2114
 HX2114                         *CURRENT SURVEY CONTROL
 HX2114  ___________________________________________________________________
 HX2114* NAD 83(1986)-  38 14 59.     (N)    081 47 54.     (W)     SCALED    
 HX2114* NAVD 88     -       189.666  (meters)     622.26   (feet)  ADJUSTED  
 HX2114  ___________________________________________________________________
 HX2114  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HX2114  DYNAMIC HT  -         189.533 (meters)     621.83  (feet)  COMP
 HX2114  MODELED GRAV-     979,920.8   (mgal)                       NAVD 88
 HX2114
 HX2114  VERT ORDER  -  SECOND    CLASS 0
 HX2114
 HX2114.The horizontal coordinates were scaled from a topographic map and have
 HX2114.an estimated accuracy of +/- 6 seconds.
 HX2114
 HX2114.The orthometric height was determined by differential leveling
 HX2114.and adjusted by the National Geodetic Survey in June 1991..
 HX2114
 HX2114.The geoid height was determined by GEOID03.
 HX2114
 HX2114.The dynamic height is computed by dividing the NAVD 88
 HX2114.geopotential number by the normal gravity value computed on the
 HX2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2114.degrees latitude (g = 980.6199 gals.).
 HX2114
 HX2114.The modeled gravity was interpolated from observed gravity values.
 HX2114
 HX2114;                    North         East    Units  Estimated Accuracy
 HX2114;SPC WV S     -   139,010.      530,130.      MT  (+/- 180 meters Scaled)
 HX2114
 HX2114                          SUPERSEDED SURVEY CONTROL
 HX2114
 HX2114  NGVD 29 (??/??/92)  189.876  (m)          622.95   (f) ADJ UNCH    2 0
 HX2114
 HX2114.Superseded values are not recommended for survey control.
 HX2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2114.See file dsdata.txt to determine how the superseded data were derived.
 HX2114
 HX2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC301338(NAD 83)
 HX2114_MARKER: DB = BENCH MARK DISK
 HX2114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2114_SP_SET: PIER
 HX2114_STAMPING: E 37 1935
 HX2114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2114
 HX2114  HISTORY     - Date     Condition        Report By
 HX2114  HISTORY     - 1935     MONUMENTED       CGS
 HX2114  HISTORY     - 1935     GOOD             NGS
 HX2114  HISTORY     - 1973     GOOD             LOCENG
 HX2114
 HX2114                          STATION DESCRIPTION
 HX2114
 HX2114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2114'AT SPROUL.
 HX2114'AT SPROUL, KANAWHA COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 HX2114'4 RAILS EAST OF THE EAST PORTAL OF A TUNNEL, AT BRIDGE 154, IN
 HX2114'THE TOP OF THE SOUTH END OF THE WEST PIER, 1-1/2 FEET WEST OF THE
 HX2114'EAST EDGE, AND ABOUT 8 FEET HIGHER THAN THE TRACK.  A STANDARD
 HX2114'DISK, STAMPED E 37 1935.
 HX2114
 HX2114                          STATION RECOVERY (1973)
 HX2114
 HX2114'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0468 ***********************************************************************
 HY0468  DESIGNATION -  E 38
 HY0468  PID         -  HY0468
 HY0468  STATE/COUNTY-  WV/PUTNAM
 HY0468  USGS QUAD   -  HURRICANE (1989)
 HY0468
 HY0468                         *CURRENT SURVEY CONTROL
 HY0468  ___________________________________________________________________
 HY0468* NAD 83(1986)-  38 25 53.     (N)    082 01 35.     (W)     SCALED    
 HY0468* NAVD 88     -       208.941  (meters)     685.50   (feet)  ADJUSTED  
 HY0468  ___________________________________________________________________
 HY0468  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY0468  DYNAMIC HT  -         208.798 (meters)     685.03  (feet)  COMP
 HY0468  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 HY0468
 HY0468  VERT ORDER  -  SECOND    CLASS 0
 HY0468
 HY0468.The horizontal coordinates were scaled from a topographic map and have
 HY0468.an estimated accuracy of +/- 6 seconds.
 HY0468
 HY0468.The orthometric height was determined by differential leveling
 HY0468.and adjusted by the National Geodetic Survey in June 1991..
 HY0468
 HY0468.The geoid height was determined by GEOID03.
 HY0468
 HY0468.The dynamic height is computed by dividing the NAVD 88
 HY0468.geopotential number by the normal gravity value computed on the
 HY0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0468.degrees latitude (g = 980.6199 gals.).
 HY0468
 HY0468.The modeled gravity was interpolated from observed gravity values.
 HY0468
 HY0468;                    North         East    Units  Estimated Accuracy
 HY0468;SPC WV S     -   159,370.      510,390.      MT  (+/- 180 meters Scaled)
 HY0468
 HY0468                          SUPERSEDED SURVEY CONTROL
 HY0468
 HY0468  NGVD 29 (??/??/92)  209.12   (m)          686.1    (f) COMPUTED    2 0
 HY0468
 HY0468.Superseded values are not recommended for survey control.
 HY0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0468.See file dsdata.txt to determine how the superseded data were derived.
 HY0468
 HY0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC104541(NAD 83)
 HY0468_MARKER: DB = BENCH MARK DISK
 HY0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0468_STAMPING: E 38 1935
 HY0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0468+STABILITY: SURFACE MOTION
 HY0468
 HY0468  HISTORY     - Date     Condition        Report By
 HY0468  HISTORY     - 1935     MONUMENTED       CGS
 HY0468  HISTORY     - 1956     MARK NOT FOUND   NGS
 HY0468
 HY0468                          STATION DESCRIPTION
 HY0468
 HY0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0468'AT HURRICANE.
 HY0468'ON THE MAIN LINE OF THE C. AND O. R.R., 140 YARDS WEST OF STATION,
 HY0468'90 FEET NORTH OF NORTH RAIL, 75 FEET SOUTHEAST OF SOUTHEAST
 HY0468'CORNER OF 2 STORY YELLOW HOUSE, LAST HOUSE NORTH OF TRACKS AND
 HY0468'WEST OF STATION.  1 FOOT BELOW BASE OF RAIL, ON TOP OF CONCRETE
 HY0468'POST.
 HY0468
 HY0468                          STATION RECOVERY (1956)
 HY0468
 HY0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HY0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2144 ***********************************************************************
 HX2144  DESIGNATION -  E 39
 HX2144  PID         -  HX2144
 HX2144  STATE/COUNTY-  WV/BOONE
 HX2144  USGS QUAD   -  RACINE (1976)
 HX2144
 HX2144                         *CURRENT SURVEY CONTROL
 HX2144  ___________________________________________________________________
 HX2144* NAD 83(1986)-  38 10 58.     (N)    081 42 37.     (W)     SCALED    
 HX2144* NAVD 88     -       198.395  (meters)     650.90   (feet)  ADJUSTED  
 HX2144  ___________________________________________________________________
 HX2144  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HX2144  DYNAMIC HT  -         198.254 (meters)     650.44  (feet)  COMP
 HX2144  MODELED GRAV-     979,914.4   (mgal)                       NAVD 88
 HX2144
 HX2144  VERT ORDER  -  SECOND    CLASS 0
 HX2144
 HX2144.The horizontal coordinates were scaled from a topographic map and have
 HX2144.an estimated accuracy of +/- 6 seconds.
 HX2144
 HX2144.The orthometric height was determined by differential leveling
 HX2144.and adjusted by the National Geodetic Survey in June 1991..
 HX2144
 HX2144.The geoid height was determined by GEOID03.
 HX2144
 HX2144.The dynamic height is computed by dividing the NAVD 88
 HX2144.geopotential number by the normal gravity value computed on the
 HX2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2144.degrees latitude (g = 980.6199 gals.).
 HX2144
 HX2144.The modeled gravity was interpolated from observed gravity values.
 HX2144
 HX2144;                    North         East    Units  Estimated Accuracy
 HX2144;SPC WV S     -   131,510.      537,780.      MT  (+/- 180 meters Scaled)
 HX2144
 HX2144                          SUPERSEDED SURVEY CONTROL
 HX2144
 HX2144  NGVD 29 (??/??/92)  198.603  (m)          651.58   (f) ADJ UNCH    2 0
 HX2144
 HX2144.Superseded values are not recommended for survey control.
 HX2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2144.See file dsdata.txt to determine how the superseded data were derived.
 HX2144
 HX2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC377263(NAD 83)
 HX2144_MARKER: DB = BENCH MARK DISK
 HX2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2144_STAMPING: E 39 1935
 HX2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2144+STABILITY: SURFACE MOTION
 HX2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2144+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2003
 HX2144
 HX2144  HISTORY     - Date     Condition        Report By
 HX2144  HISTORY     - 1935     MONUMENTED       CGS
 HX2144  HISTORY     - 20031003 GOOD             INDIV
 HX2144
 HX2144                          STATION DESCRIPTION
 HX2144
 HX2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2144'0.3 MI N FROM ASHFORD.
 HX2144'0.3 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2144'STATION AT ASHFORD, 0.2 MILE NORTH OF MILEPOST S 9, ABOUT 250 YARDS
 HX2144'NORTH OF THE NORTH END OF BRIDGE 90, 60 YARDS SOUTHWEST OF THE
 HX2144'CENTER OF A ROAD CROSSING, 23 FEET WEST OF THE WEST RAIL, 26
 HX2144'YARDS EAST OF THE CENTERLINE OF THE CROSS ROAD, AND ABOUT 2 FEET
 HX2144'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 39 1935 AND SET
 HX2144'IN THE TOP OF A CONCRETE POST.
 HX2144
 HX2144                          STATION RECOVERY (2003)
 HX2144
 HX2144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 HX2144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0551 ***********************************************************************
 HX0551  DESIGNATION -  E 4
 HX0551  PID         -  HX0551
 HX0551  STATE/COUNTY-  WV/POCAHONTAS
 HX0551  USGS QUAD   -  MARLINTON (1995)
 HX0551
 HX0551                         *CURRENT SURVEY CONTROL
 HX0551  ___________________________________________________________________
 HX0551* NAD 83(1986)-  38 11 33.     (N)    080 06 03.     (W)     SCALED    
 HX0551* NAVD 88     -       644.643  (meters)    2114.97   (feet)  ADJUSTED  
 HX0551  ___________________________________________________________________
 HX0551  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX0551  DYNAMIC HT  -         644.123 (meters)    2113.26  (feet)  COMP
 HX0551  MODELED GRAV-     979,800.7   (mgal)                       NAVD 88
 HX0551
 HX0551  VERT ORDER  -  FIRST     CLASS II
 HX0551
 HX0551.The horizontal coordinates were scaled from a topographic map and have
 HX0551.an estimated accuracy of +/- 6 seconds.
 HX0551
 HX0551.The orthometric height was determined by differential leveling
 HX0551.and adjusted by the National Geodetic Survey in June 1991..
 HX0551
 HX0551.The geoid height was determined by GEOID03.
 HX0551
 HX0551.The dynamic height is computed by dividing the NAVD 88
 HX0551.geopotential number by the normal gravity value computed on the
 HX0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0551.degrees latitude (g = 980.6199 gals.).
 HX0551
 HX0551.The modeled gravity was interpolated from observed gravity values.
 HX0551
 HX0551;                    North         East    Units  Estimated Accuracy
 HX0551;SPC WV S     -   132,740.      678,760.      MT  (+/- 180 meters Scaled)
 HX0551
 HX0551                          SUPERSEDED SURVEY CONTROL
 HX0551
 HX0551  NGVD 29 (??/??/92)  644.722  (m)         2115.23   (f) ADJ UNCH    1 2
 HX0551
 HX0551.Superseded values are not recommended for survey control.
 HX0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0551.See file dsdata.txt to determine how the superseded data were derived.
 HX0551
 HX0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC787275(NAD 83)
 HX0551_MARKER: DB = BENCH MARK DISK
 HX0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0551_SP_SET: BRIDGE SEAT
 HX0551_STAMPING: E 4 1933
 HX0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0551
 HX0551  HISTORY     - Date     Condition        Report By
 HX0551  HISTORY     - 1933     MONUMENTED       CGS
 HX0551  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0551
 HX0551                          STATION DESCRIPTION
 HX0551
 HX0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX0551'2.3 MI S FROM MARLINTON.
 HX0551'2.3 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX0551'STATION AT MARLINTON, POCAHONTAS COUNTY, 0.1 MILE WEST OF
 HX0551'MILEPOST 54, AT BRIDGE 53.9, IN THE TOP OF THE NORTHWEST BRIDGE
 HX0551'SEAT, 6 INCHES FROM THE NORTH END, 5 YARDS NORTH OF THE
 HX0551'CENTERLINE OF THE TRACK, AND ABOUT 3-1/2 FEET LOWER THAN THE
 HX0551'TRACK.  A STANDARD DISK, STAMPED E 4 1933.
 HX0551
 HX0551                          STATION RECOVERY (1983)
 HX0551
 HX0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2342 ***********************************************************************
 GX2342  DESIGNATION -  E 40
 GX2342  PID         -  GX2342
 GX2342  STATE/COUNTY-  WV/BOONE
 GX2342  USGS QUAD   -  WHITESVILLE (1988)
 GX2342
 GX2342                         *CURRENT SURVEY CONTROL
 GX2342  ___________________________________________________________________
 GX2342* NAD 83(1986)-  37 58 42.     (N)    081 31 51.     (W)     SCALED    
 GX2342* NAVD 88     -       253.216  (meters)     830.76   (feet)  ADJUSTED  
 GX2342  ___________________________________________________________________
 GX2342  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GX2342  DYNAMIC HT  -         253.029 (meters)     830.15  (feet)  COMP
 GX2342  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 GX2342
 GX2342  VERT ORDER  -  SECOND    CLASS 0
 GX2342
 GX2342.The horizontal coordinates were scaled from a topographic map and have
 GX2342.an estimated accuracy of +/- 6 seconds.
 GX2342
 GX2342.The orthometric height was determined by differential leveling
 GX2342.and adjusted by the National Geodetic Survey in June 1991..
 GX2342
 GX2342.The geoid height was determined by GEOID03.
 GX2342
 GX2342.The dynamic height is computed by dividing the NAVD 88
 GX2342.geopotential number by the normal gravity value computed on the
 GX2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2342.degrees latitude (g = 980.6199 gals.).
 GX2342
 GX2342.The modeled gravity was interpolated from observed gravity values.
 GX2342
 GX2342;                    North         East    Units  Estimated Accuracy
 GX2342;SPC WV S     -   108,720.      553,370.      MT  (+/- 180 meters Scaled)
 GX2342
 GX2342                          SUPERSEDED SURVEY CONTROL
 GX2342
 GX2342  NGVD 29 (??/??/92)  253.417  (m)          831.42   (f) ADJ UNCH    2 0
 GX2342
 GX2342.Superseded values are not recommended for survey control.
 GX2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2342.See file dsdata.txt to determine how the superseded data were derived.
 GX2342
 GX2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC533035(NAD 83)
 GX2342_MARKER: DB = BENCH MARK DISK
 GX2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2342_STAMPING: E 40 1935
 GX2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2342+STABILITY: SURFACE MOTION
 GX2342
 GX2342  HISTORY     - Date     Condition        Report By
 GX2342  HISTORY     - 1935     MONUMENTED       CGS
 GX2342  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 GX2342
 GX2342                          STATION DESCRIPTION
 GX2342
 GX2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2342'AT WHITESVILLE.
 GX2342'AT WHITESVILLE, ON THE CHESAPEAKE AND OHIO RAILWAY, 1 RAIL SOUTH
 GX2342'OF THE STATION, 1 RAIL NORTH OF A WATER TOWER, 36 FEET WEST OF
 GX2342'THE WEST RAIL, 19 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 GX2342'CONCRETE BRIDGE SUPPORT, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 GX2342'A STANDARD DISK, STAMPED E 40 1935 AND SET IN THE TOP OF A
 GX2342'CONCRETE POST.
 GX2342
 GX2342                          STATION RECOVERY (1973)
 GX2342
 GX2342'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0640 ***********************************************************************
 GX0640  DESIGNATION -  E 42
 GX0640  PID         -  GX0640
 GX0640  STATE/COUNTY-  WV/SUMMERS
 GX0640  USGS QUAD   -  HINTON (1976)
 GX0640
 GX0640                         *CURRENT SURVEY CONTROL
 GX0640  ___________________________________________________________________
 GX0640* NAD 83(1986)-  37 40 30.     (N)    080 53 33.     (W)     SCALED    
 GX0640* NAVD 88     -       441.433  (meters)    1448.27   (feet)  ADJUSTED  
 GX0640  ___________________________________________________________________
 GX0640  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0640  DYNAMIC HT  -         441.074 (meters)    1447.09  (feet)  COMP
 GX0640  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 GX0640
 GX0640  VERT ORDER  -  FIRST     CLASS II
 GX0640
 GX0640.The horizontal coordinates were scaled from a topographic map and have
 GX0640.an estimated accuracy of +/- 6 seconds.
 GX0640
 GX0640.The orthometric height was determined by differential leveling
 GX0640.and adjusted by the National Geodetic Survey in June 1991..
 GX0640
 GX0640.The geoid height was determined by GEOID03.
 GX0640
 GX0640.The dynamic height is computed by dividing the NAVD 88
 GX0640.geopotential number by the normal gravity value computed on the
 GX0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0640.degrees latitude (g = 980.6199 gals.).
 GX0640
 GX0640.The modeled gravity was interpolated from observed gravity values.
 GX0640
 GX0640;                    North         East    Units  Estimated Accuracy
 GX0640;SPC WV S     -    74,920.      609,480.      MT  (+/- 180 meters Scaled)
 GX0640
 GX0640                          SUPERSEDED SURVEY CONTROL
 GX0640
 GX0640  NGVD 29 (??/??/92)  441.605  (m)         1448.83   (f) ADJ UNCH    1 2
 GX0640
 GX0640.Superseded values are not recommended for survey control.
 GX0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0640.See file dsdata.txt to determine how the superseded data were derived.
 GX0640
 GX0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB094697(NAD 83)
 GX0640_MARKER: DB = BENCH MARK DISK
 GX0640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0640_SP_SET: FOUNDATION
 GX0640_STAMPING: E 42 1935
 GX0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0640
 GX0640  HISTORY     - Date     Condition        Report By
 GX0640  HISTORY     - 1935     MONUMENTED       CGS
 GX0640  HISTORY     - 1960     GOOD             NGS
 GX0640  HISTORY     - 1980     GOOD             LOCSUR
 GX0640
 GX0640                          STATION DESCRIPTION
 GX0640
 GX0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX0640'AT HINTON.
 GX0640'AT HINTON, AT THE INTERSECTION OF TEMPLE STREET AND SECOND
 GX0640'AVENUE, SET VERTICALLY IN THE SOUTHEAST FACE OF STONE FOUNDATION
 GX0640'OF THE NORTHEAST PILLAR FLANKING THE SOUTHEAST AND MAIN ENTRANCE
 GX0640'TO THE NATIONAL BANK OF SUMMERS, 1.7 FEET ABOVE THE SIDE WALK,
 GX0640'10 1/2 FEET NORTHWEST OF THE NORTHWEST CURB OF STREET, 43
 GX0640'FEET NORTHEAST OF NORTHEAST CURB OF AVENUE, 31 FEET NORTHEAST
 GX0640'OF SOUTH CORNER OF BUILDING AND 6 FEET NORTHEAST OF CENTER
 GX0640'OF MAIN ENTRANCE.
 GX0640
 GX0640                          STATION RECOVERY (1980)
 GX0640
 GX0640'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1150 ***********************************************************************
 GX1150  DESIGNATION -  E 43
 GX1150  PID         -  GX1150
 GX1150  STATE/COUNTY-  WV/RALEIGH
 GX1150  USGS QUAD   -  LESTER (1976)
 GX1150
 GX1150                         *CURRENT SURVEY CONTROL
 GX1150  ___________________________________________________________________
 GX1150* NAD 83(1986)-  37 38 18.     (N)    081 18 55.     (W)     SCALED    
 GX1150* NAVD 88     -       501.067  (meters)    1643.92   (feet)  ADJUSTED  
 GX1150  ___________________________________________________________________
 GX1150  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1150  DYNAMIC HT  -         500.660 (meters)    1642.58  (feet)  COMP
 GX1150  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 GX1150
 GX1150  VERT ORDER  -  SECOND    CLASS 0
 GX1150
 GX1150.The horizontal coordinates were scaled from a topographic map and have
 GX1150.an estimated accuracy of +/- 6 seconds.
 GX1150
 GX1150.The orthometric height was determined by differential leveling
 GX1150.and adjusted by the National Geodetic Survey in June 1991..
 GX1150
 GX1150.The geoid height was determined by GEOID03.
 GX1150
 GX1150.The dynamic height is computed by dividing the NAVD 88
 GX1150.geopotential number by the normal gravity value computed on the
 GX1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1150.degrees latitude (g = 980.6199 gals.).
 GX1150
 GX1150.The modeled gravity was interpolated from observed gravity values.
 GX1150
 GX1150;                    North         East    Units  Estimated Accuracy
 GX1150;SPC WV S     -    70,900.      572,170.      MT  (+/- 180 meters Scaled)
 GX1150
 GX1150                          SUPERSEDED SURVEY CONTROL
 GX1150
 GX1150  NGVD 29 (??/??/92)  501.23   (m)         1644.5    (f) COMPUTED    2 0
 GX1150
 GX1150.Superseded values are not recommended for survey control.
 GX1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1150.See file dsdata.txt to determine how the superseded data were derived.
 GX1150
 GX1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB721657(NAD 83)
 GX1150_MARKER: DB = BENCH MARK DISK
 GX1150_SETTING: 0 = UNSPECIFIED SETTING
 GX1150_STAMPING: E 43 1935
 GX1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1150
 GX1150  HISTORY     - Date     Condition        Report By
 GX1150  HISTORY     - 1935     MONUMENTED       CGS
 GX1150  HISTORY     - 1960     MARK NOT FOUND   NGS
 GX1150
 GX1150                          STATION DESCRIPTION
 GX1150
 GX1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1150'AT HELEN.
 GX1150'AT HELEN, AT THE NORTHWEST CITY LIMIT, 18 RAILS SOUTH OF A
 GX1150'KOPPERS COAL CO. TIPPLE, 6 RAILS NORTH OF A YELLOW HOUSE, AT
 GX1150'THE BEND OF A CREEK, 29.9 FEET EAST OF THE EAST RAIL, AT A FENCE
 GX1150'CORNER, 2.5 FEET WEST OF THE FENCE, AND ABOUT 5 FEET LOWER THAN
 GX1150'THE TRACK.  NOTE-- IT IS BELIEVED THAT THE MARK HAS BEEN DESTROYED
 GX1150'BY GRADING OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2208 ***********************************************************************
 GX2208  DESIGNATION -  E 45
 GX2208  PID         -  GX2208
 GX2208  STATE/COUNTY-  WV/LOGAN
 GX2208  USGS QUAD   -  MALLORY (1976)
 GX2208
 GX2208                         *CURRENT SURVEY CONTROL
 GX2208  ___________________________________________________________________
 GX2208* NAD 83(1986)-  37 43 50.     (N)    081 50 17.     (W)     SCALED    
 GX2208* NAVD 88     -       247.174  (meters)     810.94   (feet)  ADJUSTED  
 GX2208  ___________________________________________________________________
 GX2208  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GX2208  DYNAMIC HT  -         246.988 (meters)     810.33  (feet)  COMP
 GX2208  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 GX2208
 GX2208  VERT ORDER  -  SECOND    CLASS 0
 GX2208
 GX2208.The horizontal coordinates were scaled from a topographic map and have
 GX2208.an estimated accuracy of +/- 6 seconds.
 GX2208
 GX2208.The orthometric height was determined by differential leveling
 GX2208.and adjusted by the National Geodetic Survey in June 1991..
 GX2208
 GX2208.The geoid height was determined by GEOID03.
 GX2208
 GX2208.The dynamic height is computed by dividing the NAVD 88
 GX2208.geopotential number by the normal gravity value computed on the
 GX2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2208.degrees latitude (g = 980.6199 gals.).
 GX2208
 GX2208.The modeled gravity was interpolated from observed gravity values.
 GX2208
 GX2208;                    North         East    Units  Estimated Accuracy
 GX2208;SPC WV S     -    81,420.      526,130.      MT  (+/- 180 meters Scaled)
 GX2208
 GX2208                          SUPERSEDED SURVEY CONTROL
 GX2208
 GX2208  NGVD 29 (??/??/92)  247.374  (m)          811.59   (f) ADJ UNCH    2 0
 GX2208
 GX2208.Superseded values are not recommended for survey control.
 GX2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2208.See file dsdata.txt to determine how the superseded data were derived.
 GX2208
 GX2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB261762(NAD 83)
 GX2208_MARKER: DB = BENCH MARK DISK
 GX2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2208_STAMPING: E 45 1935
 GX2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2208+STABILITY: SURFACE MOTION
 GX2208
 GX2208  HISTORY     - Date     Condition        Report By
 GX2208  HISTORY     - 1935     MONUMENTED       CGS
 GX2208
 GX2208                          STATION DESCRIPTION
 GX2208
 GX2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2208'1 MI E FROM MALLORY.
 GX2208'1.0 MILE EAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 GX2208'MALLORY, LOGAN COUNTY, ABOUT 300 FEET EAST OF THE MINOR RESIDENCE,
 GX2208'190 FEET EAST OF A ROW OF GARAGES, 20 FEET NORTH OF THE CENTERLINE
 GX2208'OF THE HIGHWAY, AND ABOUT 18 INCHES LOWER THAN THE HIGHWAY.  A
 GX2208'STANDARD DISK, STAMPED E 45 1935 AND SET IN THE TOP OF A CONCRETE
 GX2208'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0027 ***********************************************************************
 GY0027  DESIGNATION -  E 46
 GY0027  PID         -  GY0027
 GY0027  STATE/COUNTY-  WV/WAYNE
 GY0027  USGS QUAD   -  WEBB (1989)
 GY0027
 GY0027                         *CURRENT SURVEY CONTROL
 GY0027  ___________________________________________________________________
 GY0027* NAD 83(1986)-  37 54 16.     (N)    082 26 38.     (W)     SCALED    
 GY0027* NAVD 88     -       191.500  (meters)     628.28   (feet)  ADJUSTED  
 GY0027  ___________________________________________________________________
 GY0027  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GY0027  DYNAMIC HT  -         191.360 (meters)     627.82  (feet)  COMP
 GY0027  MODELED GRAV-     979,893.0   (mgal)                       NAVD 88
 GY0027
 GY0027  VERT ORDER  -  SECOND    CLASS 0
 GY0027
 GY0027.The horizontal coordinates were scaled from a topographic map and have
 GY0027.an estimated accuracy of +/- 6 seconds.
 GY0027
 GY0027.The orthometric height was determined by differential leveling
 GY0027.and adjusted by the National Geodetic Survey in June 1991..
 GY0027
 GY0027.The geoid height was determined by GEOID03.
 GY0027
 GY0027.The dynamic height is computed by dividing the NAVD 88
 GY0027.geopotential number by the normal gravity value computed on the
 GY0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0027.degrees latitude (g = 980.6199 gals.).
 GY0027
 GY0027.The modeled gravity was interpolated from observed gravity values.
 GY0027
 GY0027;                    North         East    Units  Estimated Accuracy
 GY0027;SPC WV S     -   101,370.      473,030.      MT  (+/- 180 meters Scaled)
 GY0027
 GY0027                          SUPERSEDED SURVEY CONTROL
 GY0027
 GY0027  NGVD 29 (??/??/92)  191.720  (m)          629.00   (f) ADJ UNCH    2 0
 GY0027
 GY0027.Superseded values are not recommended for survey control.
 GY0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0027.See file dsdata.txt to determine how the superseded data were derived.
 GY0027
 GY0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB730961(NAD 83)
 GY0027_MARKER: DB = BENCH MARK DISK
 GY0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0027_SP_SET: BUILDING
 GY0027_STAMPING: E 46 1935
 GY0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0027
 GY0027  HISTORY     - Date     Condition        Report By
 GY0027  HISTORY     - 1935     MONUMENTED       CGS
 GY0027
 GY0027                          STATION DESCRIPTION
 GY0027
 GY0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0027'AT CRUM.
 GY0027'AT CRUM, WAYNE COUNTY, ON THE NORFOLK AND WESTERN RAILWAY, 75
 GY0027'YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 35 YARDS
 GY0027'NORTHEAST OF THE NORTHEAST RAIL, 42 FEET NORTHEAST OF THE
 GY0027'CENTERLINE OF U.S. HIGHWAY 52, AT THE POST OFFICE, 7.8 FEET
 GY0027'NORTHWEST OF THE CENTER OF THE FRONT STEPS, IN THE SOUTHWEST
 GY0027'WALL OF THE BUILDING, AND ABOUT 16 INCHES BELOW THE PORCH.  A
 GY0027'STANDARD DISK, STAMPED E 46 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0111 ***********************************************************************
 GY0111  DESIGNATION -  E 47
 GY0111  PID         -  GY0111
 GY0111  STATE/COUNTY-  WV/MINGO
 GY0111  USGS QUAD   -  MATEWAN (1992)
 GY0111
 GY0111                         *CURRENT SURVEY CONTROL
 GY0111  ___________________________________________________________________
 GY0111* NAD 83(1986)-  37 37 21.     (N)    082 09 49.     (W)     SCALED    
 GY0111* NAVD 88     -       211.814  (meters)     694.93   (feet)  ADJUSTED  
 GY0111  ___________________________________________________________________
 GY0111  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GY0111  DYNAMIC HT  -         211.655 (meters)     694.40  (feet)  COMP
 GY0111  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 GY0111
 GY0111  VERT ORDER  -  SECOND    CLASS 0
 GY0111
 GY0111.The horizontal coordinates were scaled from a topographic map and have
 GY0111.an estimated accuracy of +/- 6 seconds.
 GY0111
 GY0111.The orthometric height was determined by differential leveling
 GY0111.and adjusted by the National Geodetic Survey in June 1991..
 GY0111
 GY0111.The geoid height was determined by GEOID03.
 GY0111
 GY0111.The dynamic height is computed by dividing the NAVD 88
 GY0111.geopotential number by the normal gravity value computed on the
 GY0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0111.degrees latitude (g = 980.6199 gals.).
 GY0111
 GY0111.The modeled gravity was interpolated from observed gravity values.
 GY0111
 GY0111;                    North         East    Units  Estimated Accuracy
 GY0111;SPC WV S     -    69,740.      497,280.      MT  (+/- 180 meters Scaled)
 GY0111
 GY0111                          SUPERSEDED SURVEY CONTROL
 GY0111
 GY0111  NGVD 29 (??/??/92)  212.042  (m)          695.67   (f) ADJ UNCH    2 0
 GY0111
 GY0111.Superseded values are not recommended for survey control.
 GY0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0111.See file dsdata.txt to determine how the superseded data were derived.
 GY0111
 GY0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB973645(NAD 83)
 GY0111_MARKER: DB = BENCH MARK DISK
 GY0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0111_SP_SET: BUILDING
 GY0111_STAMPING: E 47 1935
 GY0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0111
 GY0111  HISTORY     - Date     Condition        Report By
 GY0111  HISTORY     - 1935     MONUMENTED       CGS
 GY0111  HISTORY     - 1957     GOOD             NGS
 GY0111  HISTORY     - 19980501 GOOD             JCLS
 GY0111  HISTORY     - 20060307 GOOD             JCLS
 GY0111
 GY0111                          STATION DESCRIPTION
 GY0111
 GY0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0111'AT MATEWAN.
 GY0111'AT MATEWAN, ALONG THE NORFOLK AND WESTERN RAILWAY, ABOUT 70 YARDS
 GY0111'EAST OF NORTHEAST CORNER OF STATION, SET VERTICALLY IN THE SOUTH
 GY0111'FACE OF METHODIST CHURCH BUILDING (STONE BUILDING), 75 FEET NORTH
 GY0111'OF NORTH RAIL, 30 FEET NORTH OF CENTER LINE OF BLACK TOP STREET
 GY0111'LEADING TO RAILWAY STATION, 4 FEET EAST OF EAST EDGE OF DOOR
 GY0111'OF MAIN ENTRANCE TO CHURCH AND 2 FEET ABOVE GROUND.
 GY0111
 GY0111                          STATION RECOVERY (1998)
 GY0111
 GY0111'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 GY0111'RECOVERED IN GOOD CONDITION.
 GY0111
 GY0111                          STATION RECOVERY (2006)
 GY0111
 GY0111'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 GY0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2413 ***********************************************************************
 GX2413  DESIGNATION -  E 48
 GX2413  PID         -  GX2413
 GX2413  STATE/COUNTY-  WV/MINGO
 GX2413  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2413
 GX2413                         *CURRENT SURVEY CONTROL
 GX2413  ___________________________________________________________________
 GX2413* NAD 83(1986)-  37 31 48.     (N)    081 57 05.     (W)     SCALED    
 GX2413* NAVD 88     -       265.005  (meters)     869.44   (feet)  ADJUSTED  
 GX2413  ___________________________________________________________________
 GX2413  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX2413  DYNAMIC HT  -         264.800 (meters)     868.76  (feet)  COMP
 GX2413  MODELED GRAV-     979,850.4   (mgal)                       NAVD 88
 GX2413
 GX2413  VERT ORDER  -  SECOND    CLASS 0
 GX2413
 GX2413.The horizontal coordinates were scaled from a topographic map and have
 GX2413.an estimated accuracy of +/- 6 seconds.
 GX2413
 GX2413.The orthometric height was determined by differential leveling
 GX2413.and adjusted by the National Geodetic Survey in June 1991..
 GX2413
 GX2413.The geoid height was determined by GEOID03.
 GX2413
 GX2413.The dynamic height is computed by dividing the NAVD 88
 GX2413.geopotential number by the normal gravity value computed on the
 GX2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2413.degrees latitude (g = 980.6199 gals.).
 GX2413
 GX2413.The modeled gravity was interpolated from observed gravity values.
 GX2413
 GX2413;                    North         East    Units  Estimated Accuracy
 GX2413;SPC WV S     -    59,260.      515,910.      MT  (+/- 180 meters Scaled)
 GX2413
 GX2413                          SUPERSEDED SURVEY CONTROL
 GX2413
 GX2413  NGVD 29 (??/??/92)  265.217  (m)          870.13   (f) ADJ UNCH    2 0
 GX2413
 GX2413.Superseded values are not recommended for survey control.
 GX2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2413.See file dsdata.txt to determine how the superseded data were derived.
 GX2413
 GX2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB159540(NAD 83)
 GX2413_MARKER: DB = BENCH MARK DISK
 GX2413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2413_SP_SET: CONCRETE BASE
 GX2413_STAMPING: E 48 1935
 GX2413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2413
 GX2413  HISTORY     - Date     Condition        Report By
 GX2413  HISTORY     - 1935     MONUMENTED       CGS
 GX2413  HISTORY     - 1953     MARK NOT FOUND   USGS
 GX2413
 GX2413                          STATION DESCRIPTION
 GX2413
 GX2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2413'0.9 MI NW FROM WAR EAGLE.
 GX2413'0.9 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX2413'STATION AT WAR EAGLE, MINGO COUNTY, 15 YARDS SOUTHEAST ACROSS
 GX2413'THE TRACK FROM MILEPOST N 436, 20 FEET NORTHEAST OF TELEPHONE
 GX2413'POLE 435/42, AT A CATENARY BRIDGE, IN THE TOP OF THE NORTHWEST
 GX2413'CORNER OF THE CONCRETE BASE, 10 FEET SOUTHWEST OF THE SOUTHWEST
 GX2413'RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAIL.  A STANDARD
 GX2413'DISK, STAMPED E 48 1935.
 GX2413
 GX2413                          STATION RECOVERY (1953)
 GX2413
 GX2413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 GX2413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2418 ***********************************************************************
 GX2418  DESIGNATION -  E 48 X
 GX2418  PID         -  GX2418
 GX2418  STATE/COUNTY-  WV/MINGO
 GX2418  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2418
 GX2418                         *CURRENT SURVEY CONTROL
 GX2418  ___________________________________________________________________
 GX2418* NAD 83(1986)-  37 31 07.     (N)    081 56 10.     (W)     SCALED    
 GX2418* NAVD 88     -       279.807  (meters)     918.00   (feet)  ADJUSTED  
 GX2418  ___________________________________________________________________
 GX2418  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX2418  DYNAMIC HT  -         279.589 (meters)     917.28  (feet)  COMP
 GX2418  MODELED GRAV-     979,847.1   (mgal)                       NAVD 88
 GX2418
 GX2418  VERT ORDER  -  SECOND    CLASS 0
 GX2418
 GX2418.The horizontal coordinates were scaled from a topographic map and have
 GX2418.an estimated accuracy of +/- 6 seconds.
 GX2418
 GX2418.The orthometric height was determined by differential leveling
 GX2418.and adjusted by the National Geodetic Survey in June 1991..
 GX2418
 GX2418.The geoid height was determined by GEOID03.
 GX2418
 GX2418.The dynamic height is computed by dividing the NAVD 88
 GX2418.geopotential number by the normal gravity value computed on the
 GX2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2418.degrees latitude (g = 980.6199 gals.).
 GX2418
 GX2418.The modeled gravity was interpolated from observed gravity values.
 GX2418
 GX2418;                    North         East    Units  Estimated Accuracy
 GX2418;SPC WV S     -    57,980.      517,250.      MT  (+/- 180 meters Scaled)
 GX2418
 GX2418                          SUPERSEDED SURVEY CONTROL
 GX2418
 GX2418  NGVD 29 (??/??/92)  280.016  (m)          918.69   (f) ADJ UNCH    2 0
 GX2418
 GX2418.Superseded values are not recommended for survey control.
 GX2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2418.See file dsdata.txt to determine how the superseded data were derived.
 GX2418
 GX2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB172528(NAD 83)
 GX2418_MARKER: DB = BENCH MARK DISK
 GX2418_SETTING: 66 = SET IN ROCK OUTCROP
 GX2418_SP_SET: ROCK LEDGE
 GX2418_STAMPING: E 48 X 1935
 GX2418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2418+STABILITY: POSITION/ELEVATION WELL
 GX2418
 GX2418  HISTORY     - Date     Condition        Report By
 GX2418  HISTORY     - 1935     MONUMENTED       CGS
 GX2418
 GX2418                          STATION DESCRIPTION
 GX2418
 GX2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2418'1.6 MI SE FROM WAR EAGLE.
 GX2418'1.6 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX2418'THE STATION AT WAR EAGLE, MINGO COUNTY, 0.4 MILE SOUTH OF
 GX2418'MILEPOST N 433, 2 RAILS NORTH OF THE ALNWICK FLAG-STOP SIGN,
 GX2418'25.5 FEET SOUTH OF SEMAPHORE 4337, DIRECTLY ACROSS THE TRACK
 GX2418'FROM TELEPHONE POLE 433-20-E 26, AT CATENARY BRIDGE 200, IN
 GX2418'THE TOP OF A ROCK LEDGE, 14.3 FEET WEST OF THE WEST RAIL, AND
 GX2418'LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED E 48 X 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1643 ***********************************************************************
 GX1643  DESIGNATION -  E 49
 GX1643  PID         -  GX1643
 GX1643  STATE/COUNTY-  WV/MCDOWELL
 GX1643  USGS QUAD   -  DAVY (1976)
 GX1643
 GX1643                         *CURRENT SURVEY CONTROL
 GX1643  ___________________________________________________________________
 GX1643* NAD 83(1986)-  37 27 50.     (N)    081 38 05.     (W)     SCALED    
 GX1643* NAVD 88     -       372.453  (meters)    1221.96   (feet)  POSTED    
 GX1643  ___________________________________________________________________
 GX1643  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX1643  DYNAMIC HT  -         372.150 (meters)    1220.96  (feet)  COMP
 GX1643  MODELED GRAV-     979,806.0   (mgal)                       NAVD 88
 GX1643
 GX1643  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GX1643
 GX1643.The horizontal coordinates were scaled from a topographic map and have
 GX1643.an estimated accuracy of +/- 6 seconds.
 GX1643
 GX1643.The orthometric height was determined by differential leveling
 GX1643.and adjusted by the National Geodetic Survey in 1992..
 GX1643.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GX1643.rate greater than 8.0 mm/km.
 GX1643
 GX1643.The geoid height was determined by GEOID03.
 GX1643
 GX1643.The dynamic height is computed by dividing the NAVD 88
 GX1643.geopotential number by the normal gravity value computed on the
 GX1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1643.degrees latitude (g = 980.6199 gals.).
 GX1643
 GX1643.The modeled gravity was interpolated from observed gravity values.
 GX1643
 GX1643;                    North         East    Units  Estimated Accuracy
 GX1643;SPC WV S     -    51,680.      543,850.      MT  (+/- 180 meters Scaled)
 GX1643
 GX1643                          SUPERSEDED SURVEY CONTROL
 GX1643
 GX1643  NGVD 29 (??/??/92)  372.63   (m)         1222.5    (f) COMPUTED    2 0
 GX1643
 GX1643.Superseded values are not recommended for survey control.
 GX1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1643.See file dsdata.txt to determine how the superseded data were derived.
 GX1643
 GX1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB438465(NAD 83)
 GX1643_MARKER: DB = BENCH MARK DISK
 GX1643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1643_SP_SET: BRIDGE
 GX1643_STAMPING: E 49 1935
 GX1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1643
 GX1643  HISTORY     - Date     Condition        Report By
 GX1643  HISTORY     - 1935     MONUMENTED       CGS
 GX1643
 GX1643                          STATION DESCRIPTION
 GX1643
 GX1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1643'1.2 MI E FROM DAVY.
 GX1643'1.2 MILES EAST OF DAVY STATION BY RAIL, ON THE PORTSMOUTH TO
 GX1643'BLUEFIELD BRANCH OF THE NORFOLK AND WESTERN RAILROAD, 2 RAILS
 GX1643'WEST OF MILE POST N 405, 7 1/2 RAILS EAST OF EAST ENTRANCE TO
 GX1643'TUNNEL, 8.8 FEET NORTH OF THE NORTH RAIL, ON TOP OF THE NORTHEAST
 GX1643'END OF THE EAST BRIDGE SEAT OF RAILROAD BRIDGE 899 A, 3 FEET
 GX1643'NORTH OF BRIDGE GIRDER, 4 FEET BELOW THE LEVEL OF THE TOP OF THE
 GX1643'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1644 ***********************************************************************
 GX1644  DESIGNATION -  E 49 RESET 1954
 GX1644  PID         -  GX1644
 GX1644  STATE/COUNTY-  WV/MCDOWELL
 GX1644  USGS QUAD   -  DAVY (1976)
 GX1644
 GX1644                         *CURRENT SURVEY CONTROL
 GX1644  ___________________________________________________________________
 GX1644* NAD 83(1986)-  37 27 50.     (N)    081 38 05.     (W)     SCALED    
 GX1644* NAVD 88     -       373.66   (+/-2cm)    1225.9    (feet)  VERTCON   
 GX1644  ___________________________________________________________________
 GX1644  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX1644
 GX1644  VERT ORDER  -  THIRD (See Below)
 GX1644
 GX1644.The horizontal coordinates were scaled from a topographic map and have
 GX1644.an estimated accuracy of +/- 6 seconds.
 GX1644
 GX1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX1644.The vertical order pertains to the NGVD 29 superseded value.
 GX1644
 GX1644.The geoid height was determined by GEOID03.
 GX1644
 GX1644;                    North         East    Units  Estimated Accuracy
 GX1644;SPC WV S     -    51,680.      543,850.      MT  (+/- 180 meters Scaled)
 GX1644
 GX1644                          SUPERSEDED SURVEY CONTROL
 GX1644
 GX1644  NGVD 29 (??/??/??)  373.83   (m)         1226.5    (f) RESET       3  
 GX1644
 GX1644.Superseded values are not recommended for survey control.
 GX1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1644.See file dsdata.txt to determine how the superseded data were derived.
 GX1644
 GX1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB438465(NAD 83)
 GX1644_MARKER: DB = BENCH MARK DISK
 GX1644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1644_SP_SET: PEDESTAL
 GX1644_STAMPING: 1226.478 E 49 RESET 1954
 GX1644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1644
 GX1644  HISTORY     - Date     Condition        Report By
 GX1644  HISTORY     - 1954     MONUMENTED       NWRR
 GX1644
 GX1644                          STATION DESCRIPTION
 GX1644
 GX1644'DESCRIBED BY NORFOLK AND WESTERN RR 1954
 GX1644'1.2 MI E FROM DAVY.
 GX1644'1.2 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1644'STATION AT DAVY, MCDOWELL COUNTY, 4 RAILS EAST OF MILEPOST N 405,
 GX1644'27.2 FEET NORTH OF THE NORTH RAIL, AND IN THE TOP OF A CONCRETE
 GX1644'PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2022 ***********************************************************************
 HX2022  DESIGNATION -  E 5
 HX2022  PID         -  HX2022
 HX2022  STATE/COUNTY-  WV/KANAWHA
 HX2022  USGS QUAD   -  CHARLESTON WEST (1976)
 HX2022
 HX2022                         *CURRENT SURVEY CONTROL
 HX2022  ___________________________________________________________________
 HX2022* NAD 83(1986)-  38 22 16.     (N)    081 40 05.     (W)     SCALED    
 HX2022* NAVD 88     -       182.474  (meters)     598.67   (feet)  ADJUSTED  
 HX2022  ___________________________________________________________________
 HX2022  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HX2022  DYNAMIC HT  -         182.347 (meters)     598.25  (feet)  COMP
 HX2022  MODELED GRAV-     979,928.2   (mgal)                       NAVD 88
 HX2022
 HX2022  VERT ORDER  -  FIRST     CLASS II
 HX2022
 HX2022.The horizontal coordinates were scaled from a topographic map and have
 HX2022.an estimated accuracy of +/- 6 seconds.
 HX2022
 HX2022.The orthometric height was determined by differential leveling
 HX2022.and adjusted by the National Geodetic Survey in June 1991..
 HX2022
 HX2022.The geoid height was determined by GEOID03.
 HX2022
 HX2022.The dynamic height is computed by dividing the NAVD 88
 HX2022.geopotential number by the normal gravity value computed on the
 HX2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2022.degrees latitude (g = 980.6199 gals.).
 HX2022
 HX2022.The modeled gravity was interpolated from observed gravity values.
 HX2022
 HX2022;                    North         East    Units  Estimated Accuracy
 HX2022;SPC WV S     -   152,390.      541,630.      MT  (+/- 180 meters Scaled)
 HX2022
 HX2022                          SUPERSEDED SURVEY CONTROL
 HX2022
 HX2022  NGVD 29 (??/??/92)  182.676  (m)          599.33   (f) ADJ UNCH    1 2
 HX2022
 HX2022.Superseded values are not recommended for survey control.
 HX2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2022.See file dsdata.txt to determine how the superseded data were derived.
 HX2022
 HX2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC416472(NAD 83)
 HX2022_MARKER: DB = BENCH MARK DISK
 HX2022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2022_SP_SET: FOUNDATION PIER
 HX2022_STAMPING: E 5 1933
 HX2022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2022
 HX2022  HISTORY     - Date     Condition        Report By
 HX2022  HISTORY     - 1933     MONUMENTED       CGS
 HX2022
 HX2022                          STATION DESCRIPTION
 HX2022
 HX2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX2022'AT WEST CHARLESTON.
 HX2022'AT WEST CHARLESTON, KANAWHA COUNTY, ABOUT 165 YARDS NORTHWEST
 HX2022'OF THE NORTHWEST END OF THE NEW YORK CENTRAL RAILROAD STATION,
 HX2022'ABOUT 60 YRDS NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST
 HX2022'TRACK, IN THE TOP OF AN HEXAGONAL FOUNDATION PIER, AND ABOUT
 HX2022'2 YARDS LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 5 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1316 ***********************************************************************
 GX1316  DESIGNATION -  E 50
 GX1316  PID         -  GX1316
 GX1316  STATE/COUNTY-  WV/MERCER
 GX1316  USGS QUAD   -  BRAMWELL (1979)
 GX1316
 GX1316                         *CURRENT SURVEY CONTROL
 GX1316  ___________________________________________________________________
 GX1316* NAD 83(1986)-  37 18 52.     (N)    081 19 28.     (W)     SCALED    
 GX1316* NAVD 88     -       696.677  (meters)    2285.68   (feet)  ADJUSTED  
 GX1316  ___________________________________________________________________
 GX1316  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GX1316  DYNAMIC HT  -         696.058 (meters)    2283.65  (feet)  COMP
 GX1316  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 GX1316
 GX1316  VERT ORDER  -  SECOND    CLASS 0
 GX1316
 GX1316.The horizontal coordinates were scaled from a topographic map and have
 GX1316.an estimated accuracy of +/- 6 seconds.
 GX1316
 GX1316.The orthometric height was determined by differential leveling
 GX1316.and adjusted by the National Geodetic Survey in June 1991..
 GX1316
 GX1316.The geoid height was determined by GEOID03.
 GX1316
 GX1316.The dynamic height is computed by dividing the NAVD 88
 GX1316.geopotential number by the normal gravity value computed on the
 GX1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1316.degrees latitude (g = 980.6199 gals.).
 GX1316
 GX1316.The modeled gravity was interpolated from observed gravity values.
 GX1316
 GX1316;                    North         East    Units  Estimated Accuracy
 GX1316;SPC WV S     -    34,950.      571,240.      MT  (+/- 180 meters Scaled)
 GX1316
 GX1316                          SUPERSEDED SURVEY CONTROL
 GX1316
 GX1316  NGVD 29 (??/??/92)  696.788  (m)         2286.05   (f) ADJ UNCH    2 0
 GX1316
 GX1316.Superseded values are not recommended for survey control.
 GX1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1316.See file dsdata.txt to determine how the superseded data were derived.
 GX1316
 GX1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB712298(NAD 83)
 GX1316_MARKER: DB = BENCH MARK DISK
 GX1316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1316_SP_SET: ELECTRIC POLE BASE
 GX1316_STAMPING: E 50 1935
 GX1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1316
 GX1316  HISTORY     - Date     Condition        Report By
 GX1316  HISTORY     - 1935     MONUMENTED       CGS
 GX1316
 GX1316                          STATION DESCRIPTION
 GX1316
 GX1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1316'AT BLUESTONE.
 GX1316'AT BLUESTONE, MERCER COUNTY, ON THE NORFOLK AND WESTERN RAILWAY
 GX1316'14 YARDS WEST OF THE STATION, 40 YARDS SOUTH OF THE POWERHOUSE,
 GX1316'OUTSIDE THE PLATFORM RAILING, AND IN THE TOP OF THE BASE OF AN
 GX1316'ELECTRIFICATION POLE.  A STANDARD DISK, STAMPED E 50 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2271 ***********************************************************************
 GX2271  DESIGNATION -  E 52
 GX2271  PID         -  GX2271
 GX2271  STATE/COUNTY-  WV/LOGAN
 GX2271  USGS QUAD   -  LOGAN (1989)
 GX2271
 GX2271                         *CURRENT SURVEY CONTROL
 GX2271  ___________________________________________________________________
 GX2271* NAD 83(1986)-  37 51 51.     (N)    081 54 29.     (W)     SCALED    
 GX2271* NAVD 88     -       262.326  (meters)     860.65   (feet)  ADJUSTED  
 GX2271  ___________________________________________________________________
 GX2271  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GX2271  DYNAMIC HT  -         262.134 (meters)     860.02  (feet)  COMP
 GX2271  MODELED GRAV-     979,891.5   (mgal)                       NAVD 88
 GX2271
 GX2271  VERT ORDER  -  SECOND    CLASS 0
 GX2271
 GX2271.The horizontal coordinates were scaled from a topographic map and have
 GX2271.an estimated accuracy of +/- 6 seconds.
 GX2271
 GX2271.The orthometric height was determined by differential leveling
 GX2271.and adjusted by the National Geodetic Survey in June 1991..
 GX2271
 GX2271.The geoid height was determined by GEOID03.
 GX2271
 GX2271.The dynamic height is computed by dividing the NAVD 88
 GX2271.geopotential number by the normal gravity value computed on the
 GX2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2271.degrees latitude (g = 980.6199 gals.).
 GX2271
 GX2271.The modeled gravity was interpolated from observed gravity values.
 GX2271
 GX2271;                    North         East    Units  Estimated Accuracy
 GX2271;SPC WV S     -    96,300.      520,100.      MT  (+/- 180 meters Scaled)
 GX2271
 GX2271                          SUPERSEDED SURVEY CONTROL
 GX2271
 GX2271  NGVD 29 (??/??/92)  262.524  (m)          861.30   (f) ADJ UNCH    2 0
 GX2271
 GX2271.Superseded values are not recommended for survey control.
 GX2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2271.See file dsdata.txt to determine how the superseded data were derived.
 GX2271
 GX2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB201911(NAD 83)
 GX2271_MARKER: DD = SURVEY DISK
 GX2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2271_STAMPING: E 52 1935
 GX2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2271+STABILITY: SURFACE MOTION
 GX2271
 GX2271  HISTORY     - Date     Condition        Report By
 GX2271  HISTORY     - 1935     MONUMENTED       WVGS
 GX2271  HISTORY     - 1935     GOOD             NGS
 GX2271
 GX2271                          STATION DESCRIPTION
 GX2271
 GX2271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2271'AT ETHEL.
 GX2271'AT ETHEL, LOGAN COUNTY, ON U.S. HIGHWAY 119, 0.3 MILE EAST OF THE
 GX2271'POST OFFICE, AT THE TOP OF THE FIRST RIDGE EAST OF ETHEL, 45
 GX2271'YARDS NORTH OF THE NORTHEAST CORNER OF A CHURCH, 19 FEET SOUTH
 GX2271'OF THE CENTERLINE OF THE HIGHWAY, IN LINE WITH THE EAST SIDE
 GX2271'OF THE CHURCH, ONE FOOT WEST OF A GUARDRAIL, AND ABOUT 6 INCHES
 GX2271'HIGHER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 GX2271'E 52 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1090 ***********************************************************************
 GX1090  DESIGNATION -  E 53
 GX1090  PID         -  GX1090
 GX1090  STATE/COUNTY-  WV/RALEIGH
 GX1090  USGS QUAD   -  BECKLEY (1989)
 GX1090
 GX1090                         *CURRENT SURVEY CONTROL
 GX1090  ___________________________________________________________________
 GX1090* NAD 83(1986)-  37 45 41.     (N)    081 09 33.     (W)     SCALED    
 GX1090* NAVD 88     -       674.613  (meters)    2213.29   (feet)  ADJUSTED  
 GX1090  ___________________________________________________________________
 GX1090  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1090  DYNAMIC HT  -         674.043 (meters)    2211.42  (feet)  COMP
 GX1090  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 GX1090
 GX1090  VERT ORDER  -  SECOND    CLASS 0
 GX1090
 GX1090.The horizontal coordinates were scaled from a topographic map and have
 GX1090.an estimated accuracy of +/- 6 seconds.
 GX1090
 GX1090.The orthometric height was determined by differential leveling
 GX1090.and adjusted by the National Geodetic Survey in June 1991..
 GX1090
 GX1090.The geoid height was determined by GEOID03.
 GX1090
 GX1090.The dynamic height is computed by dividing the NAVD 88
 GX1090.geopotential number by the normal gravity value computed on the
 GX1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1090.degrees latitude (g = 980.6199 gals.).
 GX1090
 GX1090.The modeled gravity was interpolated from observed gravity values.
 GX1090
 GX1090;                    North         East    Units  Estimated Accuracy
 GX1090;SPC WV S     -    84,520.      585,980.      MT  (+/- 180 meters Scaled)
 GX1090
 GX1090                          SUPERSEDED SURVEY CONTROL
 GX1090
 GX1090  NGVD 29 (??/??/92)  674.756  (m)         2213.76   (f) ADJ UNCH    2 0
 GX1090
 GX1090.Superseded values are not recommended for survey control.
 GX1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1090.See file dsdata.txt to determine how the superseded data were derived.
 GX1090
 GX1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB859793(NAD 83)
 GX1090_MARKER: DD = SURVEY DISK
 GX1090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1090_SP_SET: CULVERT
 GX1090_STAMPING: E 53 1935
 GX1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1090
 GX1090  HISTORY     - Date     Condition        Report By
 GX1090  HISTORY     - 1935     MONUMENTED       WVGS
 GX1090  HISTORY     - 1960     GOOD             NGS
 GX1090
 GX1090                          STATION DESCRIPTION
 GX1090
 GX1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1090'2.5 MI SE FROM BECKLEY.
 GX1090'ABOUT 2.25 MILES SOUTHEAST ALONG STATE HIGHWAY 3 (SOUTH KANAHWA
 GX1090'STREET) FROM THE COURTHOUSE AT BECKELY, THENCE ABOUT 0.25 MILE
 GX1090'SOUTH ALONG U.S. HIGHWAYS 19 AND 21 AND STATE HIGHWAY 3, 0.05
 GX1090'MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 3 BYPASS, 21 FEET
 GX1090'WEST-NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 19 AND 21
 GX1090'AND STATE HIGHWAY 3, AT THE SOUTHEAST CORNER OF CONCRETE APRON
 GX1090'OF A PURE SERVICE STATION, IN TOP AND AT THE CORNER OF A RIGHT-ANGLE
 GX1090'SHAPED HEAD WALL OF A 15-INCH PIPE CULVERT UNDER THE HIGHWAY, AND
 GX1090'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0065 ***********************************************************************
 JX0065  DESIGNATION -  E 54
 JX0065  PID         -  JX0065
 JX0065  STATE/COUNTY-  WV/MARION
 JX0065  USGS QUAD   -  GRANT TOWN (1976)
 JX0065
 JX0065                         *CURRENT SURVEY CONTROL
 JX0065  ___________________________________________________________________
 JX0065* NAD 83(1986)-  39 30 47.     (N)    080 14 47.     (W)     SCALED    
 JX0065* NAVD 88     -       284.574  (meters)     933.64   (feet)  ADJUSTED  
 JX0065  ___________________________________________________________________
 JX0065  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JX0065  DYNAMIC HT  -         284.404 (meters)     933.08  (feet)  COMP
 JX0065  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 JX0065
 JX0065  VERT ORDER  -  FIRST     CLASS II
 JX0065
 JX0065.The horizontal coordinates were scaled from a topographic map and have
 JX0065.an estimated accuracy of +/- 6 seconds.
 JX0065
 JX0065.The orthometric height was determined by differential leveling
 JX0065.and adjusted by the National Geodetic Survey in June 1991..
 JX0065
 JX0065.The geoid height was determined by GEOID03.
 JX0065
 JX0065.The dynamic height is computed by dividing the NAVD 88
 JX0065.geopotential number by the normal gravity value computed on the
 JX0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0065.degrees latitude (g = 980.6199 gals.).
 JX0065
 JX0065.The modeled gravity was interpolated from observed gravity values.
 JX0065
 JX0065;                    North         East    Units  Estimated Accuracy
 JX0065;SPC WV N     -   112,730.      535,820.      MT  (+/- 180 meters Scaled)
 JX0065
 JX0065                          SUPERSEDED SURVEY CONTROL
 JX0065
 JX0065  NGVD 29 (??/??/92)  284.735  (m)          934.17   (f) ADJ UNCH    1 2
 JX0065
 JX0065.Superseded values are not recommended for survey control.
 JX0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0065.See file dsdata.txt to determine how the superseded data were derived.
 JX0065
 JX0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND647739(NAD 83)
 JX0065_MARKER: DB = BENCH MARK DISK
 JX0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0065_STAMPING: E 54 1935
 JX0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0065+STABILITY: SURFACE MOTION
 JX0065
 JX0065  HISTORY     - Date     Condition        Report By
 JX0065  HISTORY     - 1935     MONUMENTED       CGS
 JX0065  HISTORY     - 1957     MARK NOT FOUND   NGS
 JX0065
 JX0065                          STATION DESCRIPTION
 JX0065
 JX0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0065'AT FARMINGTON.
 JX0065'AT FARMINGTON, MARION COUNTY, 0.1 MILE EAST OF THE BALTIMORE AND
 JX0065'OHIO RAILROAD STATION, AT POLE 312+33.  A STANDARD DISK, STAMPED
 JX0065'E 54 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- LOCAL
 JX0065'RESIDENT AND RAILROAD CREW DO NOT REMEMBER EVER SEEING THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0003 ***********************************************************************
 HY0003  DESIGNATION -  E 6
 HY0003  PID         -  HY0003
 HY0003  STATE/COUNTY-  WV/MASON
 HY0003  USGS QUAD   -  GALLIPOLIS (1983)
 HY0003
 HY0003                         *CURRENT SURVEY CONTROL
 HY0003  ___________________________________________________________________
 HY0003* NAD 83(1986)-  38 50 33.     (N)    082 08 22.     (W)     SCALED    
 HY0003* NAVD 88     -       173.224  (meters)     568.32   (feet)  ADJUSTED  
 HY0003  ___________________________________________________________________
 HY0003  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HY0003  DYNAMIC HT  -         173.114 (meters)     567.96  (feet)  COMP
 HY0003  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 HY0003
 HY0003  VERT ORDER  -  FIRST     CLASS II
 HY0003
 HY0003.The horizontal coordinates were scaled from a topographic map and have
 HY0003.an estimated accuracy of +/- 6 seconds.
 HY0003
 HY0003.The orthometric height was determined by differential leveling
 HY0003.and adjusted by the National Geodetic Survey in June 1991..
 HY0003
 HY0003.The geoid height was determined by GEOID03.
 HY0003
 HY0003.The dynamic height is computed by dividing the NAVD 88
 HY0003.geopotential number by the normal gravity value computed on the
 HY0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0003.degrees latitude (g = 980.6199 gals.).
 HY0003
 HY0003.The modeled gravity was interpolated from observed gravity values.
 HY0003
 HY0003;                    North         East    Units  Estimated Accuracy
 HY0003;SPC WV S     -   205,110.      501,080.      MT  (+/- 180 meters Scaled)
 HY0003
 HY0003                          SUPERSEDED SURVEY CONTROL
 HY0003
 HY0003  NGVD 29 (??/??/92)  173.420  (m)          568.96   (f) ADJ UNCH    1 2
 HY0003
 HY0003.Superseded values are not recommended for survey control.
 HY0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0003.See file dsdata.txt to determine how the superseded data were derived.
 HY0003
 HY0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC011999(NAD 83)
 HY0003_MARKER: DB = BENCH MARK DISK
 HY0003_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HY0003_STAMPING: E 6 1933
 HY0003_MARK LOGO: CGS   
 HY0003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0003+STABILITY: POSITION/ELEVATION WELL
 HY0003
 HY0003  HISTORY     - Date     Condition        Report By
 HY0003  HISTORY     - 1933     MONUMENTED       CGS
 HY0003  HISTORY     - 1956     GOOD             NGS
 HY0003  HISTORY     - 1958     GOOD             NGS
 HY0003  HISTORY     - 1976     GOOD             NGS
 HY0003  HISTORY     - 1984     GOOD             NGS
 HY0003  HISTORY     - 1984     GOOD             NGS
 HY0003
 HY0003                          STATION DESCRIPTION
 HY0003
 HY0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0003'AT POINT PLEASANT.
 HY0003'AT POINT PLEASANT, SET VERTICALLY IN WEST FACE OF POSTOFFICE,
 HY0003'108 1/2 FEET WEST OF WEST CURB LINE OF MAIN STREET, 22 FEET SOUTH
 HY0003'OF SOUTH CURB OF 4TH STREET, 6 1/2 FEET SOUTH OF NORTHWEST CORNER
 HY0003'OF BUILDING, 1/2 FOOT ABOVE GRANITE WATER TABLE AND 4 FEET ABOVE
 HY0003'GROUND.
 HY0003
 HY0003                          STATION RECOVERY (1958)
 HY0003
 HY0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HY0003'RECOVERED IN GOOD CONDITION.
 HY0003
 HY0003                          STATION RECOVERY (1976)
 HY0003
 HY0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0003'RECOVERED IN GOOD CONDITION.
 HY0003
 HY0003                          STATION RECOVERY (1984)
 HY0003
 HY0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0003'RECOVERED IN GOOD CONDITION.
 HY0003
 HY0003                          STATION RECOVERY (1984)
 HY0003
 HY0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1162 ***********************************************************************
 HW1162  DESIGNATION -  E 60
 HW1162  PID         -  HW1162
 HW1162  STATE/COUNTY-  WV/HARDY
 HW1162  USGS QUAD   -  LOST CITY (1994)
 HW1162
 HW1162                         *CURRENT SURVEY CONTROL
 HW1162  ___________________________________________________________________
 HW1162* NAD 83(1986)-  38 52 37.     (N)    078 51 59.     (W)     SCALED    
 HW1162* NAVD 88     -       466.438  (meters)    1530.31   (feet)  ADJUSTED  
 HW1162  ___________________________________________________________________
 HW1162  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HW1162  DYNAMIC HT  -         466.112 (meters)    1529.24  (feet)  COMP
 HW1162  MODELED GRAV-     979,914.7   (mgal)                       NAVD 88
 HW1162
 HW1162  VERT ORDER  -  SECOND    CLASS 0
 HW1162
 HW1162.The horizontal coordinates were scaled from a topographic map and have
 HW1162.an estimated accuracy of +/- 6 seconds.
 HW1162
 HW1162.The orthometric height was determined by differential leveling
 HW1162.and adjusted by the National Geodetic Survey in June 1991..
 HW1162
 HW1162.The geoid height was determined by GEOID03.
 HW1162
 HW1162.The dynamic height is computed by dividing the NAVD 88
 HW1162.geopotential number by the normal gravity value computed on the
 HW1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1162.degrees latitude (g = 980.6199 gals.).
 HW1162
 HW1162.The modeled gravity was interpolated from observed gravity values.
 HW1162
 HW1162;                    North         East    Units  Estimated Accuracy
 HW1162;SPC WV N     -    42,040.      654,980.      MT  (+/- 180 meters Scaled)
 HW1162
 HW1162                          SUPERSEDED SURVEY CONTROL
 HW1162
 HW1162  NGVD 29 (??/??/92)  466.574  (m)         1530.75   (f) ADJ UNCH    2 0
 HW1162
 HW1162.Superseded values are not recommended for survey control.
 HW1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1162.See file dsdata.txt to determine how the superseded data were derived.
 HW1162
 HW1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD850052(NAD 83)
 HW1162_MARKER: DB = BENCH MARK DISK
 HW1162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1162_SP_SET: BRIDGE
 HW1162_STAMPING: E 60 1935
 HW1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1162
 HW1162  HISTORY     - Date     Condition        Report By
 HW1162  HISTORY     - 1935     MONUMENTED       CGS
 HW1162  HISTORY     - 1962     GOOD             NGS
 HW1162
 HW1162                          STATION DESCRIPTION
 HW1162
 HW1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1162'AT MATHIAS.
 HW1162'AT MATHIAS, HARDY COUNTY, ON FORMER STATE HIGHWAY 58, 100 FEET
 HW1162'NORTHWEST OF THE G.C. SEE STORE, 78 FEET SOUTHEAST OF THE
 HW1162'CENTERLINE OF THE HIGHWAY, 7 FEET NORTHEAST OF THE CENTER OF THE
 HW1162'LOST CREEK BRIDGE, 2 FEET SOUTHEAST OF THE NORTHEAST END OF
 HW1162'THE BRIDGE, AND IN THE TOP OF THE CONCRETE GUARDRAIL.  A
 HW1162'STANDARD DISK, STAMPED E 60 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3131 ***********************************************************************
 HW3131  DESIGNATION -  E 60 RESET 1981
 HW3131  PID         -  HW3131
 HW3131  STATE/COUNTY-  WV/HARDY
 HW3131  USGS QUAD   -  LOST CITY (1994)
 HW3131
 HW3131                         *CURRENT SURVEY CONTROL
 HW3131  ___________________________________________________________________
 HW3131* NAD 83(1986)-  38 52 37.     (N)    078 51 59.     (W)     SCALED    
 HW3131* NAVD 88     -       466.76   (meters)    1531.4    (feet)  RESET     
 HW3131  ___________________________________________________________________
 HW3131  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HW3131
 HW3131  VERT ORDER  -  THIRD
 HW3131
 HW3131.The horizontal coordinates were scaled from a topographic map and have
 HW3131.an estimated accuracy of +/- 6 seconds.
 HW3131
 HW3131.The orthometric height was computed from unverified reset data.
 HW3131.No vertical observational check was made to the station.
 HW3131
 HW3131.The geoid height was determined by GEOID03.
 HW3131
 HW3131;                    North         East    Units  Estimated Accuracy
 HW3131;SPC WV N     -    42,040.      654,980.      MT  (+/- 180 meters Scaled)
 HW3131
 HW3131                          SUPERSEDED SURVEY CONTROL
 HW3131
 HW3131  NGVD 29 (09/25/03)  466.90   (m)         1531.8    (f) RESET       3  
 HW3131
 HW3131.Superseded values are not recommended for survey control.
 HW3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3131.See file dsdata.txt to determine how the superseded data were derived.
 HW3131
 HW3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD850052(NAD 83)
 HW3131_MARKER: DB = BENCH MARK DISK
 HW3131_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW3131_SP_SET: WINGWALL
 HW3131_STAMPING: E 60 RESET 1981
 HW3131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3131+STABILITY: SURFACE MOTION
 HW3131
 HW3131  HISTORY     - Date     Condition        Report By
 HW3131  HISTORY     - 1981     MONUMENTED       WVHD
 HW3131
 HW3131                          STATION DESCRIPTION
 HW3131
 HW3131'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1981
 HW3131'IN MATHIAS.
 HW3131'IN MATHIAS, ON COUNTY ROUTE 20/1, FORMER STATE HIGHWAY 58, 175
 HW3131'FEET NORTHWEST OF MATHIAS POST OFFICE, 55 FEET SOUTHEAST OF HIGHWAY
 HW3131'ROUTE 259 AND 19 FEET NORTHEAST FROM CENTERLINE OF BRIDGE NO.
 HW3131'16-20/1-0.18 OVER LOST CREEK IN TOP OF NORTHWEST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1510 ***********************************************************************
 HW1510  DESIGNATION -  E 61
 HW1510  PID         -  HW1510
 HW1510  STATE/COUNTY-  WV/PENDLETON
 HW1510  USGS QUAD   -  BRANDYWINE (1979)
 HW1510
 HW1510                         *CURRENT SURVEY CONTROL
 HW1510  ___________________________________________________________________
 HW1510* NAD 83(1986)-  38 35 34.     (N)    079 10 08.     (W)     SCALED    
 HW1510* NAVD 88     -       877.946  (meters)    2880.39   (feet)  ADJUSTED  
 HW1510  ___________________________________________________________________
 HW1510  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HW1510  DYNAMIC HT  -         877.249 (meters)    2878.11  (feet)  COMP
 HW1510  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 HW1510
 HW1510  VERT ORDER  -  SECOND    CLASS 0
 HW1510
 HW1510.The horizontal coordinates were scaled from a topographic map and have
 HW1510.an estimated accuracy of +/- 6 seconds.
 HW1510
 HW1510.The orthometric height was determined by differential leveling
 HW1510.and adjusted by the National Geodetic Survey in June 1991..
 HW1510
 HW1510.The geoid height was determined by GEOID03.
 HW1510
 HW1510.The dynamic height is computed by dividing the NAVD 88
 HW1510.geopotential number by the normal gravity value computed on the
 HW1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1510.degrees latitude (g = 980.6199 gals.).
 HW1510
 HW1510.The modeled gravity was interpolated from observed gravity values.
 HW1510
 HW1510;                    North         East    Units  Estimated Accuracy
 HW1510;SPC WV S     -   178,360.      759,510.      MT  (+/- 180 meters Scaled)
 HW1510
 HW1510                          SUPERSEDED SURVEY CONTROL
 HW1510
 HW1510  NGVD 29 (??/??/92)  878.032  (m)         2880.68   (f) ADJ UNCH    2 0
 HW1510
 HW1510.Superseded values are not recommended for survey control.
 HW1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1510.See file dsdata.txt to determine how the superseded data were derived.
 HW1510
 HW1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC594731(NAD 83)
 HW1510_MARKER: DB = BENCH MARK DISK
 HW1510_SETTING: 66 = SET IN ROCK OUTCROP
 HW1510_SP_SET: ROCK OUTCROP
 HW1510_STAMPING: E 61 1935
 HW1510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1510+STABILITY: POSITION/ELEVATION WELL
 HW1510
 HW1510  HISTORY     - Date     Condition        Report By
 HW1510  HISTORY     - 1935     MONUMENTED       CGS
 HW1510  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1510
 HW1510                          STATION DESCRIPTION
 HW1510
 HW1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1510'5.4 MI SE FROM BRANDYWINE.
 HW1510'5.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HW1510'AT BRANDYWINE, PENDLETON COUNTY, ON THE SIDE OF A HILL, AT
 HW1510'THE NORTH END OF A FILL IN A CANYON, AT A LARGE U-SHAPED CURVE
 HW1510'WHICH RUNS BACK IN THE CANYON, 75 FEET NORTHEAST OF THE
 HW1510'CENTERLINE OF THE HIGHWAY AT THE EAST POINT OF CURVATURE, 60
 HW1510'FEET NORTH OF THE CENTER OF A DRAIN, IN THE TOP OF A ROCK
 HW1510'OUTCROP, AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1723 ***********************************************************************
 HX1723  DESIGNATION -  E 7
 HX1723  PID         -  HX1723
 HX1723  STATE/COUNTY-  WV/ROANE
 HX1723  USGS QUAD   -  WALTON (1976)
 HX1723
 HX1723                         *CURRENT SURVEY CONTROL
 HX1723  ___________________________________________________________________
 HX1723* NAD 83(1986)-  38 43 28.     (N)    081 23 13.     (W)     SCALED    
 HX1723* NAVD 88     -       253.752  (meters)     832.52   (feet)  ADJUSTED  
 HX1723  ___________________________________________________________________
 HX1723  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HX1723  DYNAMIC HT  -         253.582 (meters)     831.96  (feet)  COMP
 HX1723  MODELED GRAV-     979,952.6   (mgal)                       NAVD 88
 HX1723
 HX1723  VERT ORDER  -  SECOND    CLASS 0
 HX1723
 HX1723.The horizontal coordinates were scaled from a topographic map and have
 HX1723.an estimated accuracy of +/- 6 seconds.
 HX1723
 HX1723.The orthometric height was determined by differential leveling
 HX1723.and adjusted by the National Geodetic Survey in June 1991..
 HX1723
 HX1723.The geoid height was determined by GEOID03.
 HX1723
 HX1723.The dynamic height is computed by dividing the NAVD 88
 HX1723.geopotential number by the normal gravity value computed on the
 HX1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1723.degrees latitude (g = 980.6199 gals.).
 HX1723
 HX1723.The modeled gravity was interpolated from observed gravity values.
 HX1723
 HX1723;                    North         East    Units  Estimated Accuracy
 HX1723;SPC WV S     -   191,470.      566,350.      MT  (+/- 180 meters Scaled)
 HX1723
 HX1723                          SUPERSEDED SURVEY CONTROL
 HX1723
 HX1723  NGVD 29 (??/??/92)  253.920  (m)          833.07   (f) ADJ UNCH    2 0
 HX1723
 HX1723.Superseded values are not recommended for survey control.
 HX1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1723.See file dsdata.txt to determine how the superseded data were derived.
 HX1723
 HX1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC663862(NAD 83)
 HX1723_MARKER: DB = BENCH MARK DISK
 HX1723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1723_SP_SET: CULVERT
 HX1723_STAMPING: E 7 1933
 HX1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1723
 HX1723  HISTORY     - Date     Condition        Report By
 HX1723  HISTORY     - 1933     MONUMENTED       CGS
 HX1723  HISTORY     - 1956     GOOD             NGS
 HX1723
 HX1723                          STATION DESCRIPTION
 HX1723
 HX1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1723'6.6 MI SW FROM SPENCER.
 HX1723'ABOUT 6.6 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE COURT
 HX1723'HOUSE AT SPENCER, ABOUT 2.0 MILES NORTHEAST OF JUNCTION OF BLACK
 HX1723'TOP ROAD WEST TO HARMONY AT GANDEEVILLE, ABOUT 1.25 MILES SOUTHWEST
 HX1723'OF THE STORE AT SPEED, 10 1/2 FEET NORTH-NORTHEAST OF CENTER
 HX1723'LINE OF HIGHWAY, 68 FEET NORTH AND ACROSS HIGHWAY FROM NORTHWEST
 HX1723'CORNER OF A HOUSE WITH GREY ASBESTOS SIDING, 95 FEET EAST OF
 HX1723'CENTER OF JUNCTION OF A DRIVE NORTH TO A FARM HOUSE WITH A
 HX1723'YELLOW BRICK CHIMNEY, IN THE TOP OF THE EAST END OF NORTH HEAD
 HX1723'WALL OF A 15-INCH PIPE CULVERT UNDER HIGHWAY AND ABOUT 1/4 FOOT
 HX1723'BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1208 ***********************************************************************
 JX1208  DESIGNATION -  E 76
 JX1208  PID         -  JX1208
 JX1208  STATE/COUNTY-  WV/WOOD
 JX1208  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1208
 JX1208                         *CURRENT SURVEY CONTROL
 JX1208  ___________________________________________________________________
 JX1208* NAD 83(1986)-  39 10 29.     (N)    081 30 23.     (W)     SCALED    
 JX1208* NAVD 88     -       192.758  (meters)     632.41   (feet)  ADJUSTED  
 JX1208  ___________________________________________________________________
 JX1208  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JX1208  DYNAMIC HT  -         192.637 (meters)     632.01  (feet)  COMP
 JX1208  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 JX1208
 JX1208  VERT ORDER  -  SECOND    CLASS 0
 JX1208
 JX1208.The horizontal coordinates were scaled from a topographic map and have
 JX1208.an estimated accuracy of +/- 6 seconds.
 JX1208
 JX1208.The orthometric height was determined by differential leveling
 JX1208.and adjusted by the National Geodetic Survey in June 1991..
 JX1208
 JX1208.The geoid height was determined by GEOID03.
 JX1208
 JX1208.The dynamic height is computed by dividing the NAVD 88
 JX1208.geopotential number by the normal gravity value computed on the
 JX1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1208.degrees latitude (g = 980.6199 gals.).
 JX1208
 JX1208.The modeled gravity was interpolated from observed gravity values.
 JX1208
 JX1208;                    North         East    Units  Estimated Accuracy
 JX1208;SPC WV N     -    76,840.      426,640.      MT  (+/- 180 meters Scaled)
 JX1208
 JX1208                          SUPERSEDED SURVEY CONTROL
 JX1208
 JX1208  NGVD 29 (??/??/92)  192.941  (m)          633.01   (f) ADJ UNCH    2 0
 JX1208
 JX1208.Superseded values are not recommended for survey control.
 JX1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1208.See file dsdata.txt to determine how the superseded data were derived.
 JX1208
 JX1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD562362(NAD 83)
 JX1208_MARKER: DB = BENCH MARK DISK
 JX1208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1208_SP_SET: CULVERT
 JX1208_STAMPING: E 76 1941
 JX1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1208
 JX1208  HISTORY     - Date     Condition        Report By
 JX1208  HISTORY     - 1941     MONUMENTED       CGS
 JX1208  HISTORY     - 1956     POOR             NGS
 JX1208  HISTORY     - 1963     GOOD             NGS
 JX1208
 JX1208                          STATION DESCRIPTION
 JX1208
 JX1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1208'4.8 MI NW FROM SLATE.
 JX1208'4.75 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE BRIDGE
 JX1208'OVER SLATE CREEK AT SLATE, ABOUT 0.9 MILE NORTHWEST OF JUNCTION
 JX1208'OF ROADS SOUTHWEST TO CHESTERVILLE AND NORTHEAST TO BUTCHER
 JX1208'BEND, ABOUT 92 YARDS NORTHWEST OF CONCRETE WALK LEADING SOUTHWEST
 JX1208'TO MT. ZION BAPTIST CHURCH AND CEMETERY, IN THE TOP OF THE
 JX1208'SOUTHEAST END OF SOUTHWEST CONCRETE HEAD WALL OF A 15-INCH PIPE
 JX1208'CULVERT UNDER HIGHWAY, 15 FEET SOUTHWEST OF CENTER LINE OF
 JX1208'HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 JX1208
 JX1208                          STATION RECOVERY (1963)
 JX1208
 JX1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0715 ***********************************************************************
 JW0715  DESIGNATION -  E 77
 JW0715  PID         -  JW0715
 JW0715  STATE/COUNTY-  WV/GRANT
 JW0715  USGS QUAD   -  GREENLAND GAP (1981)
 JW0715
 JW0715                         *CURRENT SURVEY CONTROL
 JW0715  ___________________________________________________________________
 JW0715* NAD 83(1986)-  39 10 47.     (N)    079 10 43.     (W)     SCALED    
 JW0715* NAVD 88     -       521.875  (meters)    1712.18   (feet)  ADJUSTED  
 JW0715  ___________________________________________________________________
 JW0715  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JW0715  DYNAMIC HT  -         521.525 (meters)    1711.04  (feet)  COMP
 JW0715  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 JW0715
 JW0715  VERT ORDER  -  SECOND    CLASS 0
 JW0715
 JW0715.The horizontal coordinates were scaled from a topographic map and have
 JW0715.an estimated accuracy of +/- 6 seconds.
 JW0715
 JW0715.The orthometric height was determined by differential leveling
 JW0715.and adjusted by the National Geodetic Survey in June 1991..
 JW0715
 JW0715.The geoid height was determined by GEOID03.
 JW0715
 JW0715.The dynamic height is computed by dividing the NAVD 88
 JW0715.geopotential number by the normal gravity value computed on the
 JW0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0715.degrees latitude (g = 980.6199 gals.).
 JW0715
 JW0715.The modeled gravity was interpolated from observed gravity values.
 JW0715
 JW0715;                    North         East    Units  Estimated Accuracy
 JW0715;SPC WV N     -    75,510.      627,770.      MT  (+/- 180 meters Scaled)
 JW0715
 JW0715                          SUPERSEDED SURVEY CONTROL
 JW0715
 JW0715  NGVD 29 (??/??/92)  522.007  (m)         1712.62   (f) ADJ UNCH    2 0
 JW0715
 JW0715.Superseded values are not recommended for survey control.
 JW0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0715.See file dsdata.txt to determine how the superseded data were derived.
 JW0715
 JW0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD573383(NAD 83)
 JW0715_MARKER: DB = BENCH MARK DISK
 JW0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0715_SP_SET: CULVERT
 JW0715_STAMPING: E 77 1941
 JW0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0715
 JW0715  HISTORY     - Date     Condition        Report By
 JW0715  HISTORY     - 1941     MONUMENTED       CGS
 JW0715  HISTORY     - 1954     GOOD             NGS
 JW0715
 JW0715                          STATION DESCRIPTION
 JW0715
 JW0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0715'9.4 MI SE FROM MOUNT STORM.
 JW0715'ABOUT 9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 42 FROM THE
 JW0715'JUNCTION WITH U.S. HIGHWAY 50 AT MOUNT STORM, GRANT COUNTY, AT
 JW0715'THE NORTH SLOPE OF A LONG GRADE, AT A CULVERT, IN THE TOP OF THE
 JW0715'NORTH END OF THE EAST CONCRETE HEAD WALL, 14.5 FEET EAST OF THE
 JW0715'CENTER LINE OF THE HIGHWAY, AND 9.0 FEET NORTH OF A WHITE WOODEN
 JW0715'POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED E 77 1941.
 JW0715
 JW0715                          STATION RECOVERY (1954)
 JW0715
 JW0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3090 ***********************************************************************
 JV3090  DESIGNATION -  E 78
 JV3090  PID         -  JV3090
 JV3090  STATE/COUNTY-  WV/JEFFERSON
 JV3090  USGS QUAD   -  CHARLES TOWN (1988)
 JV3090
 JV3090                         *CURRENT SURVEY CONTROL
 JV3090  ___________________________________________________________________
 JV3090* NAD 83(1986)-  39 15 36.     (N)    077 49 40.     (W)     SCALED    
 JV3090* NAVD 88     -       129.739  (meters)     425.65   (feet)  ADJUSTED  
 JV3090  ___________________________________________________________________
 JV3090  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JV3090  DYNAMIC HT  -         129.662 (meters)     425.40  (feet)  COMP
 JV3090  MODELED GRAV-     980,034.7   (mgal)                       NAVD 88
 JV3090
 JV3090  VERT ORDER  -  SECOND    CLASS 0
 JV3090
 JV3090.The horizontal coordinates were scaled from a topographic map and have
 JV3090.an estimated accuracy of +/- 6 seconds.
 JV3090
 JV3090.The orthometric height was determined by differential leveling
 JV3090.and adjusted by the National Geodetic Survey in June 1991..
 JV3090
 JV3090.The geoid height was determined by GEOID03.
 JV3090
 JV3090.The dynamic height is computed by dividing the NAVD 88
 JV3090.geopotential number by the normal gravity value computed on the
 JV3090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3090.degrees latitude (g = 980.6199 gals.).
 JV3090
 JV3090.The modeled gravity was interpolated from observed gravity values.
 JV3090
 JV3090;                    North         East    Units  Estimated Accuracy
 JV3090;SPC WV N     -    85,720.      744,310.      MT  (+/- 180 meters Scaled)
 JV3090
 JV3090                          SUPERSEDED SURVEY CONTROL
 JV3090
 JV3090  NGVD 29 (??/??/??)  129.942  (m)          426.32   (f) ADJUSTED    2 0
 JV3090
 JV3090.Superseded values are not recommended for survey control.
 JV3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3090.See file dsdata.txt to determine how the superseded data were derived.
 JV3090
 JV3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ560494(NAD 83)
 JV3090_MARKER: DB = BENCH MARK DISK
 JV3090_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JV3090_SP_SET: CULVERT HEADWALL
 JV3090_STAMPING: E 78 1942
 JV3090_MARK LOGO: CGS   
 JV3090_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JV3090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3090+STABILITY: SURFACE MOTION
 JV3090
 JV3090  HISTORY     - Date     Condition        Report By
 JV3090  HISTORY     - 1942     MONUMENTED       CGS
 JV3090  HISTORY     - 19990421 GOOD             GEOMET
 JV3090  HISTORY     - 20031212 GOOD             GEOCAC
 JV3090
 JV3090                          STATION DESCRIPTION
 JV3090
 JV3090'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3090'2.8 MI SE FROM CHARLES TOWN.
 JV3090'ABOUT 2.8 MILES SOUTHEAST ALONG HIGHWAY 9 FROM THE POST OFFICE
 JV3090'AT CHARLES TOWN, JEFFERSON COUNTY, ABOUT 0.1 MILE EAST OF A SIDE
 JV3090'ROAD LEADING NORTHEAST, ABOUT 50 FEET NORTHWEST OF THE CROSSING
 JV3090'OF A POWER-TRANSMISSION LINE, AT A 4- BY 14-FOOT CONCRETE CULVERT,
 JV3090'IN THE CENTER OF THE EAST HEAD WALL, AND 20.5 FEET SOUTH OF THE
 JV3090'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 78 1942.
 JV3090
 JV3090                          STATION RECOVERY (1999)
 JV3090
 JV3090'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1999 (DR)
 JV3090'RECOVERED AS DESCRIBED.
 JV3090
 JV3090                          STATION RECOVERY (2003)
 JV3090
 JV3090'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 JV3090'FOUND AS DESCRIBED, EXCEPT DID NOT OBSERVE POWER TRANSMISSION LINE
 JV3090'CROSSING MENTIONED IN THE 1942 DESCRIPTION. STATION IS APPROXIMATELY
 JV3090'35 FEET NORTHWEST OF POWER POLE 69 AND APPROXIMATELY 110 FEET
 JV3090'SOUTHEAST OF A PAIR OF DIAMOND-SHAPED RIGHT-T CAUTION SIGNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0119 ***********************************************************************
 JX0119  DESIGNATION -  E 79
 JX0119  PID         -  JX0119
 JX0119  STATE/COUNTY-  WV/TAYLOR
 JX0119  USGS QUAD   -  GRAFTON (1976)
 JX0119
 JX0119                         *CURRENT SURVEY CONTROL
 JX0119  ___________________________________________________________________
 JX0119* NAD 83(1986)-  39 16 25.     (N)    080 04 51.     (W)     SCALED    
 JX0119* NAVD 88     -       348.002  (meters)    1141.74   (feet)  ADJUSTED  
 JX0119  ___________________________________________________________________
 JX0119  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JX0119  DYNAMIC HT  -         347.783 (meters)    1141.02  (feet)  COMP
 JX0119  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 JX0119
 JX0119  VERT ORDER  -  FIRST     CLASS II
 JX0119
 JX0119.The horizontal coordinates were scaled from a topographic map and have
 JX0119.an estimated accuracy of +/- 6 seconds.
 JX0119
 JX0119.The orthometric height was determined by differential leveling
 JX0119.and adjusted by the National Geodetic Survey in June 1991..
 JX0119
 JX0119.The geoid height was determined by GEOID03.
 JX0119
 JX0119.The dynamic height is computed by dividing the NAVD 88
 JX0119.geopotential number by the normal gravity value computed on the
 JX0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0119.degrees latitude (g = 980.6199 gals.).
 JX0119
 JX0119.The modeled gravity was interpolated from observed gravity values.
 JX0119
 JX0119;                    North         East    Units  Estimated Accuracy
 JX0119;SPC WV N     -    86,050.      549,880.      MT  (+/- 180 meters Scaled)
 JX0119
 JX0119                          SUPERSEDED SURVEY CONTROL
 JX0119
 JX0119  NGVD 29 (??/??/92)  348.186  (m)         1142.34   (f) ADJ UNCH    1 2
 JX0119
 JX0119.Superseded values are not recommended for survey control.
 JX0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0119.See file dsdata.txt to determine how the superseded data were derived.
 JX0119
 JX0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND792475(NAD 83)
 JX0119_MARKER: DB = BENCH MARK DISK
 JX0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0119_SP_SET: SIGNAL BASE
 JX0119_STAMPING: E 79 1943
 JX0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0119
 JX0119  HISTORY     - Date     Condition        Report By
 JX0119  HISTORY     - 1943     MONUMENTED       CGS
 JX0119
 JX0119                          STATION DESCRIPTION
 JX0119
 JX0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0119'7 MI SW FROM GRAFTON.
 JX0119'7 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0119'THE STATION AT GRAFTON, TAYLOR COUNTY, 1.0 MILE NORTHEAST OF
 JX0119'SIMPSON SIDING, AT BLOCK SIGNAL 286+41, IN THE TOP OF THE
 JX0119'NORTHEAST CORNER OF THE CONCRETE BASE, 10 FEET WEST OF THE
 JX0119'CENTERLINE OF THE WEST TRACK, AND LEVEL WITH THE TRACK.  A
 JX0119'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1681 ***********************************************************************
 HX1681  DESIGNATION -  E 8
 HX1681  PID         -  HX1681
 HX1681  STATE/COUNTY-  WV/CALHOUN
 HX1681  USGS QUAD   -  ARNOLDSBURG (1965)
 HX1681
 HX1681                         *CURRENT SURVEY CONTROL
 HX1681  ___________________________________________________________________
 HX1681* NAD 83(1986)-  38 47 28.     (N)    081 12 12.     (W)     SCALED    
 HX1681* NAVD 88     -       230.665  (meters)     756.77   (feet)  ADJUSTED  
 HX1681  ___________________________________________________________________
 HX1681  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HX1681  DYNAMIC HT  -         230.514 (meters)     756.28  (feet)  COMP
 HX1681  MODELED GRAV-     979,965.7   (mgal)                       NAVD 88
 HX1681
 HX1681  VERT ORDER  -  SECOND    CLASS 0
 HX1681
 HX1681.The horizontal coordinates were scaled from a topographic map and have
 HX1681.an estimated accuracy of +/- 6 seconds.
 HX1681
 HX1681.The orthometric height was determined by differential leveling
 HX1681.and adjusted by the National Geodetic Survey in June 1991..
 HX1681
 HX1681.The geoid height was determined by GEOID03.
 HX1681
 HX1681.The dynamic height is computed by dividing the NAVD 88
 HX1681.geopotential number by the normal gravity value computed on the
 HX1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1681.degrees latitude (g = 980.6199 gals.).
 HX1681
 HX1681.The modeled gravity was interpolated from observed gravity values.
 HX1681
 HX1681;                    North         East    Units  Estimated Accuracy
 HX1681;SPC WV S     -   198,820.      582,340.      MT  (+/- 180 meters Scaled)
 HX1681
 HX1681                          SUPERSEDED SURVEY CONTROL
 HX1681
 HX1681  NGVD 29 (??/??/92)  230.833  (m)          757.32   (f) ADJ UNCH    2 0
 HX1681
 HX1681.Superseded values are not recommended for survey control.
 HX1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1681.See file dsdata.txt to determine how the superseded data were derived.
 HX1681
 HX1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC823936(NAD 83)
 HX1681_MARKER: DB = BENCH MARK DISK
 HX1681_SETTING: 66 = SET IN ROCK OUTCROP
 HX1681_SP_SET: ROCK CUT
 HX1681_STAMPING: E 8 1933
 HX1681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1681+STABILITY: POSITION/ELEVATION WELL
 HX1681
 HX1681  HISTORY     - Date     Condition        Report By
 HX1681  HISTORY     - 1933     MONUMENTED       CGS
 HX1681
 HX1681                          STATION DESCRIPTION
 HX1681
 HX1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1681'4.3 MI W FROM ARNOLDSBURG.
 HX1681'4.3 MILES WEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HX1681'ARNOLDSBURG, CALHOUN COUNTY, IN THE CENTER OF THE FACE OF A
 HX1681'20-FOOT CUT, ABOUT 7 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HX1681'AND 4 FEET HIGHER THAN THE HIGHWAY SURFACE.  A STANDARD DISK,
 HX1681'STAMPED E 8 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0161 ***********************************************************************
 JX0161  DESIGNATION -  E 80
 JX0161  PID         -  JX0161
 JX0161  STATE/COUNTY-  WV/HARRISON
 JX0161  USGS QUAD   -  WOLF SUMMIT (1976)
 JX0161
 JX0161                         *CURRENT SURVEY CONTROL
 JX0161  ___________________________________________________________________
 JX0161* NAD 83(1986)-  39 17 08.     (N)    080 26 37.     (W)     SCALED    
 JX0161* NAVD 88     -       333.103  (meters)    1092.86   (feet)  POSTED    
 JX0161  ___________________________________________________________________
 JX0161  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JX0161  DYNAMIC HT  -         332.890 (meters)    1092.16  (feet)  COMP
 JX0161  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 JX0161
 JX0161  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JX0161
 JX0161.The horizontal coordinates were scaled from a topographic map and have
 JX0161.an estimated accuracy of +/- 6 seconds.
 JX0161
 JX0161.The orthometric height was determined by differential leveling
 JX0161.and adjusted by the National Geodetic Survey in 1992..
 JX0161.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JX0161.rate of 3.1 thru 4.0 mm/km.
 JX0161
 JX0161.The geoid height was determined by GEOID03.
 JX0161
 JX0161.The dynamic height is computed by dividing the NAVD 88
 JX0161.geopotential number by the normal gravity value computed on the
 JX0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0161.degrees latitude (g = 980.6199 gals.).
 JX0161
 JX0161.The modeled gravity was interpolated from observed gravity values.
 JX0161
 JX0161;                    North         East    Units  Estimated Accuracy
 JX0161;SPC WV N     -    87,640.      518,590.      MT  (+/- 180 meters Scaled)
 JX0161
 JX0161                          SUPERSEDED SURVEY CONTROL
 JX0161
 JX0161  NGVD 29 (??/??/92)  333.281  (m)         1093.44   (f) ADJ UNCH    1 2
 JX0161
 JX0161.Superseded values are not recommended for survey control.
 JX0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0161.See file dsdata.txt to determine how the superseded data were derived.
 JX0161
 JX0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND479486(NAD 83)
 JX0161_MARKER: DB = BENCH MARK DISK
 JX0161_SETTING: 66 = SET IN ROCK OUTCROP
 JX0161_SP_SET: OUTCROP
 JX0161_STAMPING: E 80 1943
 JX0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0161+STABILITY: POSITION/ELEVATION WELL
 JX0161
 JX0161  HISTORY     - Date     Condition        Report By
 JX0161  HISTORY     - 1943     MONUMENTED       CGS
 JX0161  HISTORY     - 1957     MARK NOT FOUND   NGS
 JX0161
 JX0161                          STATION DESCRIPTION
 JX0161
 JX0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0161'2.8 MI W FROM WILSONBURG.
 JX0161'2.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0161'STATION AT WILSONBURG, HARRISON COUNTY, AT REYNOLDSVILLE, 125
 JX0161'FEET NORTH OF THE CENTERLINE OF THE TRACK, 80 FEET SOUTHWEST OF THE
 JX0161'SOUTHWEST CORNER OF THE GRADE-SCHOOL BUILDING, 75 FEET NORTHWEST
 JX0161'OF THE POST OFFICE, 24 FEET NORTH OF THE CENTERLINE OF A COUNTY
 JX0161'ROAD PARALLELING THE TRACK, IN THE TOP OF PROJECTING ROCK OUTCROP,
 JX0161'AND 4 FEET HIGHER THAN THE ROAD.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0265 ***********************************************************************
 JX0265  DESIGNATION -  E 81
 JX0265  PID         -  JX0265
 JX0265  STATE/COUNTY-  WV/DODDRIDGE
 JX0265  USGS QUAD   -  WEST UNION (1987)
 JX0265
 JX0265                         *CURRENT SURVEY CONTROL
 JX0265  ___________________________________________________________________
 JX0265* NAD 83(1986)-  39 17 25.     (N)    080 46 04.     (W)     SCALED    
 JX0265* NAVD 88     -       241.204  (meters)     791.35   (feet)  ADJUSTED  
 JX0265  ___________________________________________________________________
 JX0265  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JX0265  DYNAMIC HT  -         241.055 (meters)     790.86  (feet)  COMP
 JX0265  MODELED GRAV-     980,005.0   (mgal)                       NAVD 88
 JX0265
 JX0265  VERT ORDER  -  FIRST     CLASS II
 JX0265
 JX0265.The horizontal coordinates were scaled from a topographic map and have
 JX0265.an estimated accuracy of +/- 6 seconds.
 JX0265
 JX0265.The orthometric height was determined by differential leveling
 JX0265.and adjusted by the National Geodetic Survey in June 1991..
 JX0265
 JX0265.The geoid height was determined by GEOID03.
 JX0265
 JX0265.The dynamic height is computed by dividing the NAVD 88
 JX0265.geopotential number by the normal gravity value computed on the
 JX0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0265.degrees latitude (g = 980.6199 gals.).
 JX0265
 JX0265.The modeled gravity was interpolated from observed gravity values.
 JX0265
 JX0265;                    North         East    Units  Estimated Accuracy
 JX0265;SPC WV N     -    88,510.      490,640.      MT  (+/- 180 meters Scaled)
 JX0265
 JX0265                          SUPERSEDED SURVEY CONTROL
 JX0265
 JX0265  NGVD 29 (??/??/92)  241.361  (m)          791.87   (f) ADJ UNCH    1 2
 JX0265
 JX0265.Superseded values are not recommended for survey control.
 JX0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0265.See file dsdata.txt to determine how the superseded data were derived.
 JX0265
 JX0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND200490(NAD 83)
 JX0265_MARKER: DB = BENCH MARK DISK
 JX0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0265_SP_SET: BRIDGE
 JX0265_STAMPING: E 81 1943
 JX0265_MARK LOGO: CGS   
 JX0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0265
 JX0265  HISTORY     - Date     Condition        Report By
 JX0265  HISTORY     - 1943     MONUMENTED       CGS
 JX0265  HISTORY     - 1983     GOOD             NGS
 JX0265
 JX0265                          STATION DESCRIPTION
 JX0265
 JX0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0265'0.6 MI SE FROM WEST UNION.
 JX0265'0.6 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0265'STATION AT WEST UNION, DODDRIDGE COUNTY, AT POLE 329+10, AT BRIDGE
 JX0265'22, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT,
 JX0265'23 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1-1/2 FEET LOWER
 JX0265'THAN THE TRACK.  A STANDARD DISK.
 JX0265
 JX0265                          STATION RECOVERY (1983)
 JX0265
 JX0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0265'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.4 KM
 JX0265'(0.25 MI) SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0265'RAILROAD BRIDGE OVER STATE HIGHWAY 18 AND MIDDLE ISLAND CREEK IN WEST
 JX0265'UNION TO THE MARK ON THE RIGHT, IN THE SOUTHWEST ABUTMENT OF A BRIDGE
 JX0265'OVER MIDDLE ISLAND CREEK, 7.0 METERS (23.0 FT) SOUTH OF THE CENTER OF
 JX0265'THE RAILROAD.
 JX0265'THE MARK IS 0.60 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0935 ***********************************************************************
 JX0935  DESIGNATION -  E 82
 JX0935  PID         -  JX0935
 JX0935  STATE/COUNTY-  WV/RITCHIE
 JX0935  USGS QUAD   -  ELLENBORO (1975)
 JX0935
 JX0935                         *CURRENT SURVEY CONTROL
 JX0935  ___________________________________________________________________
 JX0935* NAD 83(1986)-  39 15 06.     (N)    081 05 12.     (W)     SCALED    
 JX0935* NAVD 88     -       226.751  (meters)     743.93   (feet)  ADJUSTED  
 JX0935  ___________________________________________________________________
 JX0935  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JX0935  DYNAMIC HT  -         226.609 (meters)     743.47  (feet)  COMP
 JX0935  MODELED GRAV-     979,998.8   (mgal)                       NAVD 88
 JX0935
 JX0935  VERT ORDER  -  FIRST     CLASS II
 JX0935
 JX0935.The horizontal coordinates were scaled from a topographic map and have
 JX0935.an estimated accuracy of +/- 6 seconds.
 JX0935
 JX0935.The orthometric height was determined by differential leveling
 JX0935.and adjusted by the National Geodetic Survey in June 1991..
 JX0935
 JX0935.The geoid height was determined by GEOID03.
 JX0935
 JX0935.The dynamic height is computed by dividing the NAVD 88
 JX0935.geopotential number by the normal gravity value computed on the
 JX0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0935.degrees latitude (g = 980.6199 gals.).
 JX0935
 JX0935.The modeled gravity was interpolated from observed gravity values.
 JX0935
 JX0935;                    North         East    Units  Estimated Accuracy
 JX0935;SPC WV N     -    84,660.      463,050.      MT  (+/- 180 meters Scaled)
 JX0935
 JX0935                          SUPERSEDED SURVEY CONTROL
 JX0935
 JX0935  NGVD 29 (??/??/92)  226.926  (m)          744.51   (f) ADJ UNCH    1 2
 JX0935
 JX0935.Superseded values are not recommended for survey control.
 JX0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0935.See file dsdata.txt to determine how the superseded data were derived.
 JX0935
 JX0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD925447(NAD 83)
 JX0935_MARKER: DB = BENCH MARK DISK
 JX0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0935_SP_SET: BRIDGE
 JX0935_STAMPING: E 82 1943
 JX0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0935
 JX0935  HISTORY     - Date     Condition        Report By
 JX0935  HISTORY     - 1943     MONUMENTED       CGS
 JX0935
 JX0935                          STATION DESCRIPTION
 JX0935
 JX0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0935'2 MI SW FROM ELLENBORO.
 JX0935'2.0 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0935'THE STATION AT ELLENBORO, RITCHIE COUNTY, AT CONCRETE BRIDGE 29,
 JX0935'IN THE TOP OF THE NORTH END OF THE WEST WALL, 9 FEET WEST OF THE
 JX0935'CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 JX0935'DISK, STAMPED E 82 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0970 ***********************************************************************
 JX0970  DESIGNATION -  E 83
 JX0970  PID         -  JX0970
 JX0970  STATE/COUNTY-  WV/WOOD
 JX0970  USGS QUAD   -  KANAWHA (1989)
 JX0970
 JX0970                         *CURRENT SURVEY CONTROL
 JX0970  ___________________________________________________________________
 JX0970* NAD 83(1986)-  39 10 44.     (N)    081 23 01.     (W)     SCALED    
 JX0970* NAVD 88     -       191.939  (meters)     629.72   (feet)  ADJUSTED  
 JX0970  ___________________________________________________________________
 JX0970  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JX0970  DYNAMIC HT  -         191.819 (meters)     629.33  (feet)  COMP
 JX0970  MODELED GRAV-     979,999.2   (mgal)                       NAVD 88
 JX0970
 JX0970  VERT ORDER  -  FIRST     CLASS II
 JX0970
 JX0970.The horizontal coordinates were scaled from a topographic map and have
 JX0970.an estimated accuracy of +/- 6 seconds.
 JX0970
 JX0970.The orthometric height was determined by differential leveling
 JX0970.and adjusted by the National Geodetic Survey in June 1991..
 JX0970
 JX0970.The geoid height was determined by GEOID03.
 JX0970
 JX0970.The dynamic height is computed by dividing the NAVD 88
 JX0970.geopotential number by the normal gravity value computed on the
 JX0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0970.degrees latitude (g = 980.6199 gals.).
 JX0970
 JX0970.The modeled gravity was interpolated from observed gravity values.
 JX0970
 JX0970;                    North         East    Units  Estimated Accuracy
 JX0970;SPC WV N     -    77,070.      437,260.      MT  (+/- 180 meters Scaled)
 JX0970
 JX0970                          SUPERSEDED SURVEY CONTROL
 JX0970
 JX0970  NGVD 29 (??/??/92)  192.121  (m)          630.32   (f) ADJ UNCH    1 2
 JX0970
 JX0970.Superseded values are not recommended for survey control.
 JX0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0970.See file dsdata.txt to determine how the superseded data were derived.
 JX0970
 JX0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD668366(NAD 83)
 JX0970_MARKER: DB = BENCH MARK DISK
 JX0970_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0970_SP_SET: SIGNAL BASE
 JX0970_STAMPING: E 83 1943
 JX0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0970
 JX0970  HISTORY     - Date     Condition        Report By
 JX0970  HISTORY     - 1943     MONUMENTED       CGS
 JX0970
 JX0970                          STATION DESCRIPTION
 JX0970
 JX0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0970'AT WALKER.
 JX0970'AT WALKER, WOOD COUNTY, 80 FEET WEST OF THE SOUTHWEST CORNER
 JX0970'OF THE BALTIMORE AND OHIO RAILROAD STATION, IN THE TOP OF THE
 JX0970'NORTHWEST CORNER OF THE CONCRETE BASE OF A SIGNAL, 11.5 FEET
 JX0970'NORTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.
 JX0970'A STANDARD DISK, STAMPED E 83 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2617 ***********************************************************************
 HX2617  DESIGNATION -  E 84
 HX2617  PID         -  HX2617
 HX2617  STATE/COUNTY-  WV/JACKSON
 HX2617  USGS QUAD   -  RAVENSWOOD (1994)
 HX2617
 HX2617                         *CURRENT SURVEY CONTROL
 HX2617  ___________________________________________________________________
 HX2617* NAD 83(1986)-  38 53 24.     (N)    081 50 46.     (W)     SCALED    
 HX2617* NAVD 88     -       175.352  (meters)     575.30   (feet)  ADJUSTED  
 HX2617  ___________________________________________________________________
 HX2617  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HX2617  DYNAMIC HT  -         175.239 (meters)     574.93  (feet)  COMP
 HX2617  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 HX2617
 HX2617  VERT ORDER  -  FIRST     CLASS II
 HX2617
 HX2617.The horizontal coordinates were scaled from a topographic map and have
 HX2617.an estimated accuracy of +/- 6 seconds.
 HX2617
 HX2617.The orthometric height was determined by differential leveling
 HX2617.and adjusted by the National Geodetic Survey in June 1991..
 HX2617
 HX2617.The geoid height was determined by GEOID03.
 HX2617
 HX2617.The dynamic height is computed by dividing the NAVD 88
 HX2617.geopotential number by the normal gravity value computed on the
 HX2617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2617.degrees latitude (g = 980.6199 gals.).
 HX2617
 HX2617.The modeled gravity was interpolated from observed gravity values.
 HX2617
 HX2617;                    North         East    Units  Estimated Accuracy
 HX2617;SPC WV S     -   210,110.      526,590.      MT  (+/- 180 meters Scaled)
 HX2617
 HX2617                          SUPERSEDED SURVEY CONTROL
 HX2617
 HX2617  NGVD 29 (??/??/92)  175.529  (m)          575.88   (f) ADJ UNCH    1 2
 HX2617
 HX2617.Superseded values are not recommended for survey control.
 HX2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2617.See file dsdata.txt to determine how the superseded data were derived.
 HX2617
 HX2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD266049(NAD 83)
 HX2617_MARKER: DB = BENCH MARK DISK
 HX2617_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HX2617_STAMPING: E 84 1956
 HX2617_MARK LOGO: CGS   
 HX2617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2617
 HX2617  HISTORY     - Date     Condition        Report By
 HX2617  HISTORY     - 1956     MONUMENTED       CGS
 HX2617  HISTORY     - 1956     GOOD             NGS
 HX2617  HISTORY     - 1984     GOOD             NGS
 HX2617
 HX2617                          STATION DESCRIPTION
 HX2617
 HX2617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2617'0.8 MI NE FROM MILLWOOD.
 HX2617'ABOUT 0.8 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2617'FROM THE STATION AT MILLWOOD, IN THE TOP OF EAST END OF SOUTH
 HX2617'STONE MASONRY PIER OF RAILROAD BRIDGE OVER MILL CREEK, 9 1/2
 HX2617'FEET EAST OF EAST RAIL, 2 1/2 FEET WEST OF EAST END OF PIER
 HX2617'AND ABOUT 10 FEET BELOW LEVEL OF TRACK.
 HX2617
 HX2617                          STATION RECOVERY (1984)
 HX2617
 HX2617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2617'RECOVERED IN GOOD CONDITION, THE MARK IS INACCESSIBLE AT THIS TIME,
 HX2617'NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1110 ***********************************************************************
 JX1110  DESIGNATION -  E 85
 JX1110  PID         -  JX1110
 JX1110  STATE/COUNTY-  WV/JACKSON
 JX1110  USGS QUAD   -  PORTLAND (1994)
 JX1110
 JX1110                         *CURRENT SURVEY CONTROL
 JX1110  ___________________________________________________________________
 JX1110* NAD 83(1986)-  39 02 00.     (N)    081 46 14.     (W)     SCALED    
 JX1110* NAVD 88     -       179.638  (meters)     589.36   (feet)  ADJUSTED  
 JX1110  ___________________________________________________________________
 JX1110  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JX1110  DYNAMIC HT  -         179.523 (meters)     588.99  (feet)  COMP
 JX1110  MODELED GRAV-     979,984.4   (mgal)                       NAVD 88
 JX1110
 JX1110  VERT ORDER  -  FIRST     CLASS II
 JX1110
 JX1110.The horizontal coordinates were scaled from a topographic map and have
 JX1110.an estimated accuracy of +/- 6 seconds.
 JX1110
 JX1110.The orthometric height was determined by differential leveling
 JX1110.and adjusted by the National Geodetic Survey in June 1991..
 JX1110
 JX1110.The geoid height was determined by GEOID03.
 JX1110
 JX1110.The dynamic height is computed by dividing the NAVD 88
 JX1110.geopotential number by the normal gravity value computed on the
 JX1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1110.degrees latitude (g = 980.6199 gals.).
 JX1110
 JX1110.The modeled gravity was interpolated from observed gravity values.
 JX1110
 JX1110;                    North         East    Units  Estimated Accuracy
 JX1110;SPC WV S     -   225,970.      533,280.      MT  (+/- 180 meters Scaled)
 JX1110
 JX1110                          SUPERSEDED SURVEY CONTROL
 JX1110
 JX1110  NGVD 29 (??/??/92)  179.800  (m)          589.89   (f) ADJ UNCH    1 2
 JX1110
 JX1110.Superseded values are not recommended for survey control.
 JX1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1110.See file dsdata.txt to determine how the superseded data were derived.
 JX1110
 JX1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD333207(NAD 83)
 JX1110_MARKER: DB = BENCH MARK DISK
 JX1110_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1110_STAMPING: E 85 1943
 JX1110_MARK LOGO: CGS   
 JX1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1110+STABILITY: SURFACE MOTION
 JX1110
 JX1110  HISTORY     - Date     Condition        Report By
 JX1110  HISTORY     - 1943     MONUMENTED       CGS
 JX1110  HISTORY     - 1956     GOOD             NGS
 JX1110  HISTORY     - 1976     GOOD             NGS
 JX1110  HISTORY     - 1984     GOOD             NGS
 JX1110
 JX1110                          STATION DESCRIPTION
 JX1110
 JX1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1110'1.3 MI SE FROM POLK.
 JX1110'1.3 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1110'THE STATION AT POLK, ABOUT 0.1 MILE NORTH OF MILE POST 122, IN
 JX1110'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 24-INCH
 JX1110'PIPE CULVERT UNDER A GRAVEL ROAD LEADING NORTHEAST, 135 1/2
 JX1110'FEET NORTHEAST AND ACROSS STATE HIGHWAY 2 FROM NORTHEAST RAIL,
 JX1110'39 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY 2, 17 FEET
 JX1110'SOUTHEAST OF CENTER LINE OF ROAD NORTHEAST, 1 FOOT SOUTHWEST OF
 JX1110'NORTHEAST END OF HEAD WALL AND ABOUT 3 FEET BELOW LEVEL OF
 JX1110'TRACK.
 JX1110
 JX1110                          STATION RECOVERY (1976)
 JX1110
 JX1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1110'RECOVERED IN GOOD CONDITION.
 JX1110
 JX1110                          STATION RECOVERY (1984)
 JX1110
 JX1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1591 ***********************************************************************
 GX1591  DESIGNATION -  E 86
 GX1591  PID         -  GX1591
 GX1591  STATE/COUNTY-  WV/MCDOWELL
 GX1591  USGS QUAD   -  PANTHER (1977)
 GX1591
 GX1591                         *CURRENT SURVEY CONTROL
 GX1591  ___________________________________________________________________
 GX1591* NAD 83(1986)-  37 28 26.     (N)    081 54 37.     (W)     SCALED    
 GX1591* NAVD 88     -       313.323  (meters)    1027.96   (feet)  ADJUSTED  
 GX1591  ___________________________________________________________________
 GX1591  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX1591  DYNAMIC HT  -         313.072 (meters)    1027.14  (feet)  COMP
 GX1591  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 GX1591
 GX1591  VERT ORDER  -  SECOND    CLASS 0
 GX1591
 GX1591.The horizontal coordinates were scaled from a topographic map and have
 GX1591.an estimated accuracy of +/- 6 seconds.
 GX1591
 GX1591.The orthometric height was determined by differential leveling
 GX1591.and adjusted by the National Geodetic Survey in June 1991..
 GX1591
 GX1591.The geoid height was determined by GEOID03.
 GX1591
 GX1591.The dynamic height is computed by dividing the NAVD 88
 GX1591.geopotential number by the normal gravity value computed on the
 GX1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1591.degrees latitude (g = 980.6199 gals.).
 GX1591
 GX1591.The modeled gravity was interpolated from observed gravity values.
 GX1591
 GX1591;                    North         East    Units  Estimated Accuracy
 GX1591;SPC WV S     -    52,990.      519,480.      MT  (+/- 180 meters Scaled)
 GX1591
 GX1591                          SUPERSEDED SURVEY CONTROL
 GX1591
 GX1591  NGVD 29 (??/??/92)  313.522  (m)         1028.61   (f) ADJ UNCH    2 0
 GX1591
 GX1591.Superseded values are not recommended for survey control.
 GX1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1591.See file dsdata.txt to determine how the superseded data were derived.
 GX1591
 GX1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB195478(NAD 83)
 GX1591_MARKER: DB = BENCH MARK DISK
 GX1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1591_STAMPING: E 86 1952 1028.613
 GX1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1591+STABILITY: SURFACE MOTION
 GX1591
 GX1591  HISTORY     - Date     Condition        Report By
 GX1591  HISTORY     - 1952     MONUMENTED       CGS
 GX1591  HISTORY     - 1956     GOOD             NGS
 GX1591  HISTORY     - 1963     GOOD             USGS
 GX1591
 GX1591                          STATION DESCRIPTION
 GX1591
 GX1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GX1591'1.1 MI SW FROM PANTHER.
 GX1591'1.1 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE NORFOLK AND
 GX1591'WESTERN RAILROAD STATION AT PANTHER, 30 FEET NORTHWEST OF CENTER
 GX1591'OF ROAD, 27.5 FEET NORTHEAST OF EAST CORNER OF WALTER LAMBERT
 GX1591'HOME, 7.5 FEET SOUTH OF POWER POLE NO. 39-91, 36 FEET WEST OF THE
 GX1591'SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 24-INCH PIPE
 GX1591'CULVERT, 1.5 FEET NORTHEAST OF A FENCE LINE, 2.5 FEET NORTHEAST
 GX1591'OF A WHITE WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE
 GX1591'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GX1591
 GX1591                          STATION RECOVERY (1963)
 GX1591
 GX1591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GX1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1106 ***********************************************************************
 GX1106  DESIGNATION -  E 87
 GX1106  PID         -  GX1106
 GX1106  STATE/COUNTY-  WV/RALEIGH
 GX1106  USGS QUAD   -  SHADY SPRING (1976)
 GX1106
 GX1106                         *CURRENT SURVEY CONTROL
 GX1106  ___________________________________________________________________
 GX1106* NAD 83(1986)-  37 43 45.     (N)    081 06 32.     (W)     SCALED    
 GX1106* NAVD 88     -       777.087  (meters)    2549.49   (feet)  ADJUSTED  
 GX1106  ___________________________________________________________________
 GX1106  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1106  DYNAMIC HT  -         776.425 (meters)    2547.32  (feet)  COMP
 GX1106  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 GX1106
 GX1106  VERT ORDER  -  SECOND    CLASS 0
 GX1106
 GX1106.The horizontal coordinates were scaled from a topographic map and have
 GX1106.an estimated accuracy of +/- 6 seconds.
 GX1106
 GX1106.The orthometric height was determined by differential leveling
 GX1106.and adjusted by the National Geodetic Survey in June 1991..
 GX1106
 GX1106.The geoid height was determined by GEOID03.
 GX1106
 GX1106.The dynamic height is computed by dividing the NAVD 88
 GX1106.geopotential number by the normal gravity value computed on the
 GX1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1106.degrees latitude (g = 980.6199 gals.).
 GX1106
 GX1106.The modeled gravity was interpolated from observed gravity values.
 GX1106
 GX1106;                    North         East    Units  Estimated Accuracy
 GX1106;SPC WV S     -    80,940.      590,400.      MT  (+/- 180 meters Scaled)
 GX1106
 GX1106                          SUPERSEDED SURVEY CONTROL
 GX1106
 GX1106  NGVD 29 (??/??/92)  777.226  (m)         2549.95   (f) ADJ UNCH    2 0
 GX1106
 GX1106.Superseded values are not recommended for survey control.
 GX1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1106.See file dsdata.txt to determine how the superseded data were derived.
 GX1106
 GX1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB904757(NAD 83)
 GX1106_MARKER: DB = BENCH MARK DISK
 GX1106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1106_SP_SET: MANHOLE COVER
 GX1106_STAMPING: E 87 1960
 GX1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1106
 GX1106  HISTORY     - Date     Condition        Report By
 GX1106  HISTORY     - 1960     MONUMENTED       CGS
 GX1106
 GX1106                          STATION DESCRIPTION
 GX1106
 GX1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1106'2 MI NW FROM SHADY SPRING.
 GX1106'ABOUT 2.0 MILES NORTH AND NORTHWEST ALONG STATE HIGHWAY 3
 GX1106'(ALSO U.S. HIGHWAYS 19 AND 21) FROM THE JUNCTION OF STATE
 GX1106'HIGHWAY 3 LEADING EAST AND U.S. HIGHWAYS 19 AND 21 LEADING SOUTH
 GX1106'AT SHADY SPRING, 0.8 MILE SOUTHEAST OF THE JUNCTION OF BLACK TOP
 GX1106'ROAD 19-15 LEADING EAST TO GRANDVIEW PARK, 0.3 MILE NORTHWEST
 GX1106'OF THE JUNCTION OF BLACK TOP ROAD 19=16 LEADING NORTHEAST TO
 GX1106'GRANDVIEW, 55 YARDS WEST-NORTHWEST OF BECKLEY HATCHERY, 24 FEET
 GX1106'NORTH-NORTHEAST OF THE CENTER LINE OF HIGHWAY, 17 FEET SOUTH
 GX1106'OF THE CENTER LINE OF OLD HIGHWAY GRADE USED AS A DRIVEWAY
 GX1106'AND IN Y JUNCTION FORMED BY NEW AND OLD HIGHWAY, IN TOP OF THE
 GX1106'SOUTHEAST CORNER OF A 8-BY 11-FOOT CONCRETE MANHOLE, 1/2 FOOT
 GX1106'NORTHWEST OF THE SOUTHEAST CORNER, ABOUT LEVEL WITH THE DRIVEWAY,
 GX1106'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  THIS MARK CAN
 GX1106'BE REACHED BY GOING ABOUT 1.6 MILES SOUTHEAST ALONG STATE
 GX1106'HIGHWAY 3 (ALSO U.S. HIGHWAYS 19 AND 21) FROM SHADY SPRING
 GX1106'HIGH SCHOOL AT BEAVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0316 ***********************************************************************
 JX0316  DESIGNATION -  E 9
 JX0316  PID         -  JX0316
 JX0316  STATE/COUNTY-  WV/LEWIS
 JX0316  USGS QUAD   -  CAMDEN (1976)
 JX0316
 JX0316                         *CURRENT SURVEY CONTROL
 JX0316  ___________________________________________________________________
 JX0316* NAD 83(1986)-  39 02 52.     (N)    080 31 46.     (W)     SCALED    
 JX0316* NAVD 88     -       321.058  (meters)    1053.34   (feet)  ADJUSTED  
 JX0316  ___________________________________________________________________
 JX0316  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JX0316  DYNAMIC HT  -         320.850 (meters)    1052.66  (feet)  COMP
 JX0316  MODELED GRAV-     979,972.0   (mgal)                       NAVD 88
 JX0316
 JX0316  VERT ORDER  -  SECOND    CLASS 0
 JX0316
 JX0316.The horizontal coordinates were scaled from a topographic map and have
 JX0316.an estimated accuracy of +/- 6 seconds.
 JX0316
 JX0316.The orthometric height was determined by differential leveling
 JX0316.and adjusted by the National Geodetic Survey in June 1991..
 JX0316
 JX0316.The geoid height was determined by GEOID03.
 JX0316
 JX0316.The dynamic height is computed by dividing the NAVD 88
 JX0316.geopotential number by the normal gravity value computed on the
 JX0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0316.degrees latitude (g = 980.6199 gals.).
 JX0316
 JX0316.The modeled gravity was interpolated from observed gravity values.
 JX0316
 JX0316;                    North         East    Units  Estimated Accuracy
 JX0316;SPC WV S     -   227,400.      640,740.      MT  (+/- 180 meters Scaled)
 JX0316
 JX0316                          SUPERSEDED SURVEY CONTROL
 JX0316
 JX0316  NGVD 29 (??/??/92)  321.225  (m)         1053.89   (f) ADJ UNCH    2 0
 JX0316
 JX0316.Superseded values are not recommended for survey control.
 JX0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0316.See file dsdata.txt to determine how the superseded data were derived.
 JX0316
 JX0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND407221(NAD 83)
 JX0316_MARKER: DB = BENCH MARK DISK
 JX0316_SETTING: 66 = SET IN ROCK OUTCROP
 JX0316_SP_SET: LEDGE
 JX0316_STAMPING: E 9 1933
 JX0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0316+STABILITY: POSITION/ELEVATION WELL
 JX0316
 JX0316  HISTORY     - Date     Condition        Report By
 JX0316  HISTORY     - 1933     MONUMENTED       CGS
 JX0316
 JX0316                          STATION DESCRIPTION
 JX0316
 JX0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0316'2.2 MI NE FROM CAMDEN.
 JX0316'2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 JX0316'AT CAMDEN, LEWIS COUNTY, 50 YARDS WEST OF PRINCETOWN TOWN LIMITS,
 JX0316'ON THE INSIDE OF A SHARP CURVE, 7 YARDS NORTH OF THE CENTERLINE
 JX0316'OF THE HIGHWAY, IN THE TOP OF A ROCK LEDGE, AND 3 FEET HIGHER
 JX0316'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 9 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1249 ***********************************************************************
 JX1249  DESIGNATION -  E 91
 JX1249  PID         -  JX1249
 JX1249  STATE/COUNTY-  WV/WOOD
 JX1249  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1249
 JX1249                         *CURRENT SURVEY CONTROL
 JX1249  ___________________________________________________________________
 JX1249* NAD 83(1986)-  39 08 14.     (N)    081 30 17.     (W)     SCALED    
 JX1249* NAVD 88     -       215.779  (meters)     707.93   (feet)  ADJUSTED  
 JX1249  ___________________________________________________________________
 JX1249  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JX1249  DYNAMIC HT  -         215.644 (meters)     707.49  (feet)  COMP
 JX1249  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 JX1249
 JX1249  VERT ORDER  -  SECOND    CLASS 0
 JX1249
 JX1249.The horizontal coordinates were scaled from a topographic map and have
 JX1249.an estimated accuracy of +/- 6 seconds.
 JX1249
 JX1249.The orthometric height was determined by differential leveling
 JX1249.and adjusted by the National Geodetic Survey in June 1991..
 JX1249
 JX1249.The geoid height was determined by GEOID03.
 JX1249
 JX1249.The dynamic height is computed by dividing the NAVD 88
 JX1249.geopotential number by the normal gravity value computed on the
 JX1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1249.degrees latitude (g = 980.6199 gals.).
 JX1249
 JX1249.The modeled gravity was interpolated from observed gravity values.
 JX1249
 JX1249;                    North         East    Units  Estimated Accuracy
 JX1249;SPC WV N     -    72,680.      426,690.      MT  (+/- 180 meters Scaled)
 JX1249
 JX1249                          SUPERSEDED SURVEY CONTROL
 JX1249
 JX1249  NGVD 29 (??/??/92)  215.965  (m)          708.55   (f) ADJ UNCH    2 0
 JX1249
 JX1249.Superseded values are not recommended for survey control.
 JX1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1249.See file dsdata.txt to determine how the superseded data were derived.
 JX1249
 JX1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD563321(NAD 83)
 JX1249_MARKER: DB = BENCH MARK DISK
 JX1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1249_STAMPING: E 91 1956
 JX1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1249+STABILITY: SURFACE MOTION
 JX1249
 JX1249  HISTORY     - Date     Condition        Report By
 JX1249  HISTORY     - 1956     MONUMENTED       CGS
 JX1249
 JX1249                          STATION DESCRIPTION
 JX1249
 JX1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1249'1.9 MI SW FROM CHESTERVILLE.
 JX1249'1.9 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD FROM THE VALLEY
 JX1249'CHAPEL CHURCH AT CHESTERVILLE, ABOUT 0.3 MILE SOUTH OF JUNCTION
 JX1249'OF A PRIVATE ROAD LEADING WEST AND FORMER SITE OF SUNNYSIDE
 JX1249'SCHOOL, ABOUT 0.1 MILE NORTH OF JUNCTION OF A DRIVE TO A TWO-STORY
 JX1249'FARM HOUSE AND A LOW WATER CONCRETE BRIDGE OVER A CREEK, 16 1/2
 JX1249'FEET WEST OF CENTER LINE OF ROAD, 3 1/2 FEET NORTH OF A POWER
 JX1249'POLE FROM WHICH THE POWER LINE CROSSES THE ROAD TO THE SOUTH,
 JX1249'86 1/2 FEET SOUTH OF SOUTHWEST END OF A 40-INCH CONCRETE SKEW PIPE
 JX1249'CULVERT FOR A CREEK BRANCH, ABOUT LEVEL WITH ROAD AND SET IN THE
 JX1249'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1225 ***********************************************************************
 JX1225  DESIGNATION -  E 92
 JX1225  PID         -  JX1225
 JX1225  STATE/COUNTY-  WV/WIRT
 JX1225  USGS QUAD   -  ROCKPORT (1975)
 JX1225
 JX1225                         *CURRENT SURVEY CONTROL
 JX1225  ___________________________________________________________________
 JX1225* NAD 83(1986)-  39 02 39.     (N)    081 31 47.     (W)     SCALED    
 JX1225* NAVD 88     -       232.768  (meters)     763.67   (feet)  ADJUSTED  
 JX1225  ___________________________________________________________________
 JX1225  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JX1225  DYNAMIC HT  -         232.620 (meters)     763.19  (feet)  COMP
 JX1225  MODELED GRAV-     979,986.5   (mgal)                       NAVD 88
 JX1225
 JX1225  VERT ORDER  -  SECOND    CLASS 0
 JX1225
 JX1225.The horizontal coordinates were scaled from a topographic map and have
 JX1225.an estimated accuracy of +/- 6 seconds.
 JX1225
 JX1225.The orthometric height was determined by differential leveling
 JX1225.and adjusted by the National Geodetic Survey in June 1991..
 JX1225
 JX1225.The geoid height was determined by GEOID03.
 JX1225
 JX1225.The dynamic height is computed by dividing the NAVD 88
 JX1225.geopotential number by the normal gravity value computed on the
 JX1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1225.degrees latitude (g = 980.6199 gals.).
 JX1225
 JX1225.The modeled gravity was interpolated from observed gravity values.
 JX1225
 JX1225;                    North         East    Units  Estimated Accuracy
 JX1225;SPC WV N     -    62,400.      424,300.      MT  (+/- 180 meters Scaled)
 JX1225
 JX1225                          SUPERSEDED SURVEY CONTROL
 JX1225
 JX1225  NGVD 29 (??/??/92)  232.947  (m)          764.26   (f) ADJ UNCH    2 0
 JX1225
 JX1225.Superseded values are not recommended for survey control.
 JX1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1225.See file dsdata.txt to determine how the superseded data were derived.
 JX1225
 JX1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD541218(NAD 83)
 JX1225_MARKER: DB = BENCH MARK DISK
 JX1225_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JX1225_SP_SET: UNSPECIFIED ROCK
 JX1225_STAMPING: E 92 1956
 JX1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1225
 JX1225  HISTORY     - Date     Condition        Report By
 JX1225  HISTORY     - 1956     MONUMENTED       CGS
 JX1225
 JX1225                          STATION DESCRIPTION
 JX1225
 JX1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1225'9 MI W FROM ELIZABETH.
 JX1225'0.75 MILE WEST ALONG STATE HIGHWAY 14 FROM THE COURT HOUSE
 JX1225'AT ELIZABETH, THENCE ABOUT 8.25 MILES SOUTHWEST AND WEST ALONG
 JX1225'A BLACK TOP AND GRAVEL ROAD FOLLOWING TUCKER CREEK, ABOUT 0.4
 JX1225'MILE WEST OF JUNCTION OF A GRAVEL ROAD LEADING NORTH AND
 JX1225'NORTHWEST TO U.S. HIGHWAY 21, ABOUT 1.1 MILES WEST TO LOW
 JX1225'WATER BRIDGE ACROSS RIGHT FORK OF TUCKER CREEK, 17 1/2 FEET
 JX1225'NORTHWEST OF CENTER LINE OF ROAD, SET VERTICALLY ABOUT 1 FOOT
 JX1225'ABOVE GROUND IN THE SOUTHEAST FACE OF 1 1/2 BY 2 1/2-FOOT
 JX1225'EXPOSED SURFACE OF A BURIED ROCK IN A CUT BANK, 131 FEET
 JX1225'SOUTHWEST OF NORTHWEST END OF A 75-INCH CORRUGATED STEEL PIPE
 JX1225'CULVERT FOR A CREEK BRANCH, AND ABOUT 1 1/2 FEET ABOVE LEVEL
 JX1225'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2481 ***********************************************************************
 HX2481  DESIGNATION -  E 93
 HX2481  PID         -  HX2481
 HX2481  STATE/COUNTY-  WV/JACKSON
 HX2481  USGS QUAD   -  GAY (1987)
 HX2481
 HX2481                         *CURRENT SURVEY CONTROL
 HX2481  ___________________________________________________________________
 HX2481* NAD 83(1986)-  38 50 33.     (N)    081 32 32.     (W)     SCALED    
 HX2481* NAVD 88     -       207.293  (meters)     680.09   (feet)  ADJUSTED  
 HX2481  ___________________________________________________________________
 HX2481  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HX2481  DYNAMIC HT  -         207.158 (meters)     679.65  (feet)  COMP
 HX2481  MODELED GRAV-     979,969.4   (mgal)                       NAVD 88
 HX2481
 HX2481  VERT ORDER  -  SECOND    CLASS 0
 HX2481
 HX2481.The horizontal coordinates were scaled from a topographic map and have
 HX2481.an estimated accuracy of +/- 6 seconds.
 HX2481
 HX2481.The orthometric height was determined by differential leveling
 HX2481.and adjusted by the National Geodetic Survey in June 1991..
 HX2481
 HX2481.The geoid height was determined by GEOID03.
 HX2481
 HX2481.The dynamic height is computed by dividing the NAVD 88
 HX2481.geopotential number by the normal gravity value computed on the
 HX2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2481.degrees latitude (g = 980.6199 gals.).
 HX2481
 HX2481.The modeled gravity was interpolated from observed gravity values.
 HX2481
 HX2481;                    North         East    Units  Estimated Accuracy
 HX2481;SPC WV S     -   204,640.      552,930.      MT  (+/- 180 meters Scaled)
 HX2481
 HX2481                          SUPERSEDED SURVEY CONTROL
 HX2481
 HX2481  NGVD 29 (??/??/92)  207.460  (m)          680.64   (f) ADJ UNCH    2 0
 HX2481
 HX2481.Superseded values are not recommended for survey control.
 HX2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2481.See file dsdata.txt to determine how the superseded data were derived.
 HX2481
 HX2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC529994(NAD 83)
 HX2481_MARKER: DB = BENCH MARK DISK
 HX2481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2481_SP_SET: ABUTMENT
 HX2481_STAMPING: E 93 1956
 HX2481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2481
 HX2481  HISTORY     - Date     Condition        Report By
 HX2481  HISTORY     - 1956     MONUMENTED       CGS
 HX2481
 HX2481                          STATION DESCRIPTION
 HX2481
 HX2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2481'3.8 MI NW FROM MARSHALL.
 HX2481'ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 33 FROM THE BRIDGE
 HX2481'OVER BUFFALO CREEK AT MARSHALL, THENCE ABOUT 2.05 MILES
 HX2481'NORTHEAST ALONG A GRAVEL ROAD FOLLOWING LITTLE CREEK, 130 FEET
 HX2481'SOUTHWEST OF CENTER OF JUNCTION OF GRAVEL ROAD AND A DIRT ROAD
 HX2481'LEADING NORTH ALONG MITCHELL RUN, IN THE TOP OF THE NORTHWEST
 HX2481'END OF THE SOUTHWEST CONCRETE ABUTMENT OF A WOODEN DECK BRIDGE
 HX2481'OVER MITCHELL RUN, 8 1/2 FEET NORTHWEST OF CENTER LINE OF ROAD
 HX2481'AND 3 INCHES BELOW BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1773 ***********************************************************************
 HX1773  DESIGNATION -  E 94
 HX1773  PID         -  HX1773
 HX1773  STATE/COUNTY-  WV/ROANE
 HX1773  USGS QUAD   -  WALTON (1976)
 HX1773
 HX1773                         *CURRENT SURVEY CONTROL
 HX1773  ___________________________________________________________________
 HX1773* NAD 83(1986)-  38 41 08.     (N)    081 28 44.     (W)     SCALED    
 HX1773* NAVD 88     -       221.075  (meters)     725.31   (feet)  ADJUSTED  
 HX1773  ___________________________________________________________________
 HX1773  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HX1773  DYNAMIC HT  -         220.926 (meters)     724.82  (feet)  COMP
 HX1773  MODELED GRAV-     979,951.1   (mgal)                       NAVD 88
 HX1773
 HX1773  VERT ORDER  -  SECOND    CLASS 0
 HX1773
 HX1773.The horizontal coordinates were scaled from a topographic map and have
 HX1773.an estimated accuracy of +/- 6 seconds.
 HX1773
 HX1773.The orthometric height was determined by differential leveling
 HX1773.and adjusted by the National Geodetic Survey in June 1991..
 HX1773
 HX1773.The geoid height was determined by GEOID03.
 HX1773
 HX1773.The dynamic height is computed by dividing the NAVD 88
 HX1773.geopotential number by the normal gravity value computed on the
 HX1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1773.degrees latitude (g = 980.6199 gals.).
 HX1773
 HX1773.The modeled gravity was interpolated from observed gravity values.
 HX1773
 HX1773;                    North         East    Units  Estimated Accuracy
 HX1773;SPC WV S     -   187,190.      558,330.      MT  (+/- 180 meters Scaled)
 HX1773
 HX1773                          SUPERSEDED SURVEY CONTROL
 HX1773
 HX1773  NGVD 29 (??/??/92)  221.247  (m)          725.87   (f) ADJ UNCH    2 0
 HX1773
 HX1773.Superseded values are not recommended for survey control.
 HX1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1773.See file dsdata.txt to determine how the superseded data were derived.
 HX1773
 HX1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC583819(NAD 83)
 HX1773_MARKER: DB = BENCH MARK DISK
 HX1773_SETTING: 66 = SET IN ROCK OUTCROP
 HX1773_SP_SET: ROCK CUT
 HX1773_STAMPING: E 94 1956
 HX1773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1773+STABILITY: POSITION/ELEVATION WELL
 HX1773
 HX1773  HISTORY     - Date     Condition        Report By
 HX1773  HISTORY     - 1956     MONUMENTED       CGS
 HX1773
 HX1773                          STATION DESCRIPTION
 HX1773
 HX1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1773'AT HARMONY.
 HX1773'AT HARMONY, ABOUT 55 YARDS SOUTH ALONG A BLACK TOP ROAD FROM THE
 HX1773'SOUTHEAST END OF BRIDGE OVER COX FORK AT HARMONY, 16 1/2 FEET
 HX1773'WEST OF CENTER LINE OF ROAD AND ON THE INSIDE OF A CURVE IN ROAD
 HX1773'WITH TANGENTS EXTENDING NORTH AND NORTHWEST, 93 1/2 FEET NORTH
 HX1773'AND ACROSS BLACK TOP ROAD FROM THE NORTH CORNER OF A CHURCH
 HX1773'BUILDING, SET VERTICALLY ABOUT 3 1/2 FEET ABOVE BOTTOM OF DITCH
 HX1773'IN THE EAST FACE OF A 7-FOOT HIGH ROCK CUT AND ABOUT 3 FEET
 HX1773'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1786 ***********************************************************************
 HX1786  DESIGNATION -  E 95
 HX1786  PID         -  HX1786
 HX1786  STATE/COUNTY-  WV/ROANE
 HX1786  USGS QUAD   -  KETTLE (1975)
 HX1786
 HX1786                         *CURRENT SURVEY CONTROL
 HX1786  ___________________________________________________________________
 HX1786* NAD 83(1986)-  38 35 19.     (N)    081 28 09.     (W)     SCALED    
 HX1786* NAVD 88     -       251.381  (meters)     824.74   (feet)  ADJUSTED  
 HX1786  ___________________________________________________________________
 HX1786  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HX1786  DYNAMIC HT  -         251.208 (meters)     824.17  (feet)  COMP
 HX1786  MODELED GRAV-     979,934.5   (mgal)                       NAVD 88
 HX1786
 HX1786  VERT ORDER  -  SECOND    CLASS 0
 HX1786
 HX1786.The horizontal coordinates were scaled from a topographic map and have
 HX1786.an estimated accuracy of +/- 6 seconds.
 HX1786
 HX1786.The orthometric height was determined by differential leveling
 HX1786.and adjusted by the National Geodetic Survey in June 1991..
 HX1786
 HX1786.The geoid height was determined by GEOID03.
 HX1786
 HX1786.The dynamic height is computed by dividing the NAVD 88
 HX1786.geopotential number by the normal gravity value computed on the
 HX1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1786.degrees latitude (g = 980.6199 gals.).
 HX1786
 HX1786.The modeled gravity was interpolated from observed gravity values.
 HX1786
 HX1786;                    North         East    Units  Estimated Accuracy
 HX1786;SPC WV S     -   176,420.      559,130.      MT  (+/- 180 meters Scaled)
 HX1786
 HX1786                          SUPERSEDED SURVEY CONTROL
 HX1786
 HX1786  NGVD 29 (??/??/92)  251.553  (m)          825.30   (f) ADJ UNCH    2 0
 HX1786
 HX1786.Superseded values are not recommended for survey control.
 HX1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1786.See file dsdata.txt to determine how the superseded data were derived.
 HX1786
 HX1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC591712(NAD 83)
 HX1786_MARKER: DB = BENCH MARK DISK
 HX1786_SETTING: 66 = SET IN ROCK OUTCROP
 HX1786_SP_SET: ROCK LEDGE
 HX1786_STAMPING: E 95 1956
 HX1786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1786+STABILITY: POSITION/ELEVATION WELL
 HX1786
 HX1786  HISTORY     - Date     Condition        Report By
 HX1786  HISTORY     - 1956     MONUMENTED       CGS
 HX1786
 HX1786                          STATION DESCRIPTION
 HX1786
 HX1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1786'1.8 MI NE FROM KETTLE.
 HX1786'ABOUT 1.75 MILES NORTHEAST ALONG A CREEK BED ROAD FROM THE POST
 HX1786'OFFICE AND STORE AT KETTLE, ABOUT 0.1 MILE NORTHEAST OF JUNCTION
 HX1786'OF A ROAD EAST, ABOUT 0.2 MILE NORTHEAST OF POINT WHERE ROAD
 HX1786'LEAVES THE CREEK BED AND CONTINUES UPHILL, ABOUT 55 YARDS SOUTHWEST
 HX1786'OF A SHARP CURVE IN ROAD WITH TANGENTS EXTENDING SOUTHWEST AND
 HX1786'NORTHWEST 16 FEET NORTHWEST OF CENTER LINE OF ROAD, SET VERTICALLY
 HX1786'IN THE CENTER OF THE SOUTHEAST FACE OF THE LOWER OF TWO LAYERS OF
 HX1786'4-FOOT HIGH, 12-FOOT WIDE ROCK LEDGES WHICH IS BELOW THE NORTHEAST
 HX1786'END OF A HUGE PRECARIOUSLY BALANCED BOULDER, AND ABOUT 1 FOOT
 HX1786'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1955 ***********************************************************************
 HX1955  DESIGNATION -  E 96
 HX1955  PID         -  HX1955
 HX1955  STATE/COUNTY-  WV/KANAWHA
 HX1955  USGS QUAD   -  BLUE CREEK (1995)
 HX1955
 HX1955                         *CURRENT SURVEY CONTROL
 HX1955  ___________________________________________________________________
 HX1955* NAD 83(1986)-  38 28 19.     (N)    081 23 59.     (W)     SCALED    
 HX1955* NAVD 88     -       184.966  (meters)     606.84   (feet)  ADJUSTED  
 HX1955  ___________________________________________________________________
 HX1955  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HX1955  DYNAMIC HT  -         184.838 (meters)     606.42  (feet)  COMP
 HX1955  MODELED GRAV-     979,934.0   (mgal)                       NAVD 88
 HX1955
 HX1955  VERT ORDER  -  SECOND    CLASS 0
 HX1955
 HX1955.The horizontal coordinates were scaled from a topographic map and have
 HX1955.an estimated accuracy of +/- 6 seconds.
 HX1955
 HX1955.The orthometric height was determined by differential leveling
 HX1955.and adjusted by the National Geodetic Survey in June 1991..
 HX1955
 HX1955.The geoid height was determined by GEOID03.
 HX1955
 HX1955.The dynamic height is computed by dividing the NAVD 88
 HX1955.geopotential number by the normal gravity value computed on the
 HX1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1955.degrees latitude (g = 980.6199 gals.).
 HX1955
 HX1955.The modeled gravity was interpolated from observed gravity values.
 HX1955
 HX1955;                    North         East    Units  Estimated Accuracy
 HX1955;SPC WV S     -   163,450.      565,120.      MT  (+/- 180 meters Scaled)
 HX1955
 HX1955                          SUPERSEDED SURVEY CONTROL
 HX1955
 HX1955  NGVD 29 (??/??/92)  185.147  (m)          607.44   (f) ADJ UNCH    2 0
 HX1955
 HX1955.Superseded values are not recommended for survey control.
 HX1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1955.See file dsdata.txt to determine how the superseded data were derived.
 HX1955
 HX1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC651582(NAD 83)
 HX1955_MARKER: DB = BENCH MARK DISK
 HX1955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1955_SP_SET: CULVERT
 HX1955_STAMPING: E 96 1956
 HX1955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX1955+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2004
 HX1955
 HX1955  HISTORY     - Date     Condition        Report By
 HX1955  HISTORY     - 1956     MONUMENTED       CGS
 HX1955  HISTORY     - 20041201 GOOD             INDIV
 HX1955
 HX1955                          STATION DESCRIPTION
 HX1955
 HX1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1955'0.4 MI NE FROM FALLING ROCK.
 HX1955'ABOUT 0.35 MILE NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST
 HX1955'OFFICE AT FALLING ROCK, ABOUT 45 YARDS SOUTHWEST OF JUNCTION OF A
 HX1955'BLACK TOP ROAD LEADING NORTH, IN THE TOP OF THE SOUTHWEST END OF
 HX1955'NORTHWEST HEAD WALL OF A 20-FOOT CONCRETE CULVERT OVER JORDAN CREEK,
 HX1955'33 FEET NORTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT 7 FEET
 HX1955'BELOW LEVEL OF HIGHWAY.
 HX1955
 HX1955                          STATION RECOVERY (2004)
 HX1955
 HX1955'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX1955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2538 ***********************************************************************
 HX2538  DESIGNATION -  E 97
 HX2538  PID         -  HX2538
 HX2538  STATE/COUNTY-  WV/JACKSON
 HX2538  USGS QUAD   -  KENTUCK (1975)
 HX2538
 HX2538                         *CURRENT SURVEY CONTROL
 HX2538  ___________________________________________________________________
 HX2538* NAD 83(1986)-  38 38 47.     (N)    081 32 14.     (W)     SCALED    
 HX2538* NAVD 88     -       289.257  (meters)     949.00   (feet)  ADJUSTED  
 HX2538  ___________________________________________________________________
 HX2538  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HX2538  DYNAMIC HT  -         289.063 (meters)     948.37  (feet)  COMP
 HX2538  MODELED GRAV-     979,949.7   (mgal)                       NAVD 88
 HX2538
 HX2538  VERT ORDER  -  SECOND    CLASS 0
 HX2538
 HX2538.The horizontal coordinates were scaled from a topographic map and have
 HX2538.an estimated accuracy of +/- 6 seconds.
 HX2538
 HX2538.The orthometric height was determined by differential leveling
 HX2538.and adjusted by the National Geodetic Survey in June 1991..
 HX2538
 HX2538.The geoid height was determined by GEOID03.
 HX2538
 HX2538.The dynamic height is computed by dividing the NAVD 88
 HX2538.geopotential number by the normal gravity value computed on the
 HX2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2538.degrees latitude (g = 980.6199 gals.).
 HX2538
 HX2538.The modeled gravity was interpolated from observed gravity values.
 HX2538
 HX2538;                    North         East    Units  Estimated Accuracy
 HX2538;SPC WV S     -   182,870.      553,230.      MT  (+/- 180 meters Scaled)
 HX2538
 HX2538                          SUPERSEDED SURVEY CONTROL
 HX2538
 HX2538  NGVD 29 (??/??/92)  289.433  (m)          949.58   (f) ADJ UNCH    2 0
 HX2538
 HX2538.Superseded values are not recommended for survey control.
 HX2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2538.See file dsdata.txt to determine how the superseded data were derived.
 HX2538
 HX2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC532776(NAD 83)
 HX2538_MARKER: DB = BENCH MARK DISK
 HX2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2538_STAMPING: E 97 1956
 HX2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2538+STABILITY: SURFACE MOTION
 HX2538
 HX2538  HISTORY     - Date     Condition        Report By
 HX2538  HISTORY     - 1956     MONUMENTED       CGS
 HX2538
 HX2538                          STATION DESCRIPTION
 HX2538
 HX2538'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2538'6.8 MI SW FROM HARMONY.
 HX2538'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM BRIDGE
 HX2538'OVER COX FORK AT HARMONY, THENCE ABOUT 1.1 MILES NORTHWEST ALONG
 HX2538'A GRAVEL ROAD, THENCE ABOUT 2.45 MILES SOUTHWEST ALONG A ROAD
 HX2538'THRU HIGBY RUN, THENCE ABOUT 0.15 MILE NORTHWEST ALONG A DIRT
 HX2538'ROAD FOLLOWING TOP OF RIDGE, THENCE ABOUT 2.95 MILES SOUTHWEST
 HX2538'ALONG A DIRT ROAD, NEAR THE JACKSON-ROANE COUNTY LINE, ABOUT 0.15
 HX2538'MILE SOUTH OF A HILLTOP CEMETERY, ABOUT 81 YARDS NORTHWEST
 HX2538'OF JUNCTION OF A ROAD LEADING EAST INTO LEATHERWOOD RUN AND WEST
 HX2538'INTO SECOND CREEK, 169 FEET NORTHWEST OF NORTHWEST CORNER OF
 HX2538'ABANDONED STORE BUILDING AND FORMER POST OFFICE AT JULY, 10 FEET
 HX2538'WEST-SOUTHWEST OF CENTER LINE OF ROAD, 10 FEET NORTHWEST OF A
 HX2538'10-INCH PERSIMMON TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 HX2538'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 HX2538'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2035 ***********************************************************************
 HX2035  DESIGNATION -  E 98
 HX2035  PID         -  HX2035
 HX2035  STATE/COUNTY-  WV/PUTNAM
 HX2035  USGS QUAD   -  SAINT ALBANS (1976)
 HX2035
 HX2035                         *CURRENT SURVEY CONTROL
 HX2035  ___________________________________________________________________
 HX2035* NAD 83(1986)-  38 29 18.     (N)    081 49 49.     (W)     SCALED    
 HX2035* NAVD 88     -       175.912  (meters)     577.14   (feet)  ADJUSTED  
 HX2035  ___________________________________________________________________
 HX2035  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HX2035  DYNAMIC HT  -         175.791 (meters)     576.74  (feet)  COMP
 HX2035  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 HX2035
 HX2035  VERT ORDER  -  SECOND    CLASS 0
 HX2035
 HX2035.The horizontal coordinates were scaled from a topographic map and have
 HX2035.an estimated accuracy of +/- 6 seconds.
 HX2035
 HX2035.The orthometric height was determined by differential leveling
 HX2035.and adjusted by the National Geodetic Survey in June 1991..
 HX2035
 HX2035.The geoid height was determined by GEOID03.
 HX2035
 HX2035.The dynamic height is computed by dividing the NAVD 88
 HX2035.geopotential number by the normal gravity value computed on the
 HX2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2035.degrees latitude (g = 980.6199 gals.).
 HX2035
 HX2035.The modeled gravity was interpolated from observed gravity values.
 HX2035
 HX2035;                    North         East    Units  Estimated Accuracy
 HX2035;SPC WV S     -   165,510.      527,570.      MT  (+/- 180 meters Scaled)
 HX2035
 HX2035                          SUPERSEDED SURVEY CONTROL
 HX2035
 HX2035  NGVD 29 (??/??/92)  176.110  (m)          577.79   (f) ADJ UNCH    2 0
 HX2035
 HX2035.Superseded values are not recommended for survey control.
 HX2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2035.See file dsdata.txt to determine how the superseded data were derived.
 HX2035
 HX2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC275603(NAD 83)
 HX2035_MARKER: DB = BENCH MARK DISK
 HX2035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2035_SP_SET: CATCH BASIN
 HX2035_STAMPING: E 98 1956
 HX2035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2035
 HX2035  HISTORY     - Date     Condition        Report By
 HX2035  HISTORY     - 1956     MONUMENTED       CGS
 HX2035
 HX2035                          STATION DESCRIPTION
 HX2035
 HX2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2035'1.2 MI NE FROM RAYMOND.
 HX2035'ABOUT 1.15 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2035'FROM THE BRIDGE OVER POCATALICO RIVER AT RAYMOND CITY, ABOUT
 HX2035'1.7 MILES SOUTHEAST OF THE ROAD CROSSING AT BANCROFT, ABOUT 130
 HX2035'YARDS NORTHWEST OF MILE POST COR 106, ABOUT 30 FEET NORTHEAST
 HX2035'OF CENTER LINE OF TRACK, 31 1/2 FEET SOUTHWEST OF CENTER LINE
 HX2035'OF U.S. HIGHWAY 35, IN THE TOP OF THE SOUTHEAST END OF THE
 HX2035'NORTHEAST WALL OF A 3 BY 3-FOOT CONCRETE CATCH BASIN, 90 YARDS
 HX2035'SOUTHEAST OF CROSSING OF A PRIVATE ROAD LEADING SOUTHWEST ACROSS
 HX2035'TRACK TO A RED BRICK RESIDENCE, 48 FEET SOUTHEAST OF POWER
 HX2035'POLE NO. 17 B 3, AND ABOUT 6 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2524 ***********************************************************************
 HX2524  DESIGNATION -  E 99
 HX2524  PID         -  HX2524
 HX2524  STATE/COUNTY-  WV/JACKSON
 HX2524  USGS QUAD   -  KENTUCK (1975)
 HX2524
 HX2524                         *CURRENT SURVEY CONTROL
 HX2524  ___________________________________________________________________
 HX2524* NAD 83(1986)-  38 39 15.     (N)    081 35 53.     (W)     SCALED    
 HX2524* NAVD 88     -       231.545  (meters)     759.66   (feet)  ADJUSTED  
 HX2524  ___________________________________________________________________
 HX2524  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HX2524  DYNAMIC HT  -         231.390 (meters)     759.15  (feet)  COMP
 HX2524  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 HX2524
 HX2524  VERT ORDER  -  SECOND    CLASS 0
 HX2524
 HX2524.The horizontal coordinates were scaled from a topographic map and have
 HX2524.an estimated accuracy of +/- 6 seconds.
 HX2524
 HX2524.The orthometric height was determined by differential leveling
 HX2524.and adjusted by the National Geodetic Survey in June 1991..
 HX2524
 HX2524.The geoid height was determined by GEOID03.
 HX2524
 HX2524.The dynamic height is computed by dividing the NAVD 88
 HX2524.geopotential number by the normal gravity value computed on the
 HX2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2524.degrees latitude (g = 980.6199 gals.).
 HX2524
 HX2524.The modeled gravity was interpolated from observed gravity values.
 HX2524
 HX2524;                    North         East    Units  Estimated Accuracy
 HX2524;SPC WV S     -   183,770.      547,940.      MT  (+/- 180 meters Scaled)
 HX2524
 HX2524                          SUPERSEDED SURVEY CONTROL
 HX2524
 HX2524  NGVD 29 (??/??/92)  231.724  (m)          760.25   (f) ADJ UNCH    2 0
 HX2524
 HX2524.Superseded values are not recommended for survey control.
 HX2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2524.See file dsdata.txt to determine how the superseded data were derived.
 HX2524
 HX2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC479785(NAD 83)
 HX2524_MARKER: DB = BENCH MARK DISK
 HX2524_SETTING: 66 = SET IN ROCK OUTCROP
 HX2524_SP_SET: ROCK CUT
 HX2524_STAMPING: E 99 1956
 HX2524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2524+STABILITY: POSITION/ELEVATION WELL
 HX2524
 HX2524  HISTORY     - Date     Condition        Report By
 HX2524  HISTORY     - 1956     MONUMENTED       CGS
 HX2524
 HX2524                          STATION DESCRIPTION
 HX2524
 HX2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2524'0.6 MI W FROM KENTUCK.
 HX2524'ABOUT 0.65 MILE WEST ALONG A GRAVEL ROAD FROM GOSHEN BAPTIST
 HX2524'CHURCH AT KENTUCKY, ABOUT 0.2 MILE EAST OF JUNCTION OF A ROAD
 HX2524'SOUTHEAST, ABOUT 81 YARDS NORTHEAST OF KENTUCK STORE, 124 FEET
 HX2524'NORTHEAST OF EAST CORNER OF A LOW WATER CONCRETE BRIDGE OVER
 HX2524'LAUREL FORK, SET VERTICALLY ABOUT 4 1/2 FEET ABOVE BOTTOM OF
 HX2524'DITCH IN THE NORTHWEST FACE OF BOTTOM LAYER OF ROCK IN A 15-FOOT
 HX2524'HIGH ROCK CUT, 14 FEET SOUTHEAST OF CENTER LINE OF ROAD AND
 HX2524'3 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3197 ***********************************************************************
 KY3197  DESIGNATION -  E WHEELING CONTL CAN CO TANK
 KY3197  PID         -  KY3197
 KY3197  STATE/COUNTY-  WV/OHIO
 KY3197  USGS QUAD   -  WHEELING (1994)
 KY3197
 KY3197                         *CURRENT SURVEY CONTROL
 KY3197  ___________________________________________________________________
 KY3197* NAD 83(1995)-  40 03 40.26838(N)    080 43 02.64434(W)     ADJUSTED  
 KY3197* NAVD 88     -                                                        
 KY3197  ___________________________________________________________________
 KY3197  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 KY3197  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY3197
 KY3197  HORZ ORDER  -  THIRD
 KY3197
 KY3197.The horizontal coordinates were established by classical geodetic methods
 KY3197.and adjusted by the National Geodetic Survey in April 1998..
 KY3197
 KY3197
 KY3197.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3197
 KY3197.The geoid height was determined by GEOID03.
 KY3197
 KY3197;                    North         East     Units Scale Factor Converg.
 KY3197;SPC WV N     -   174,026.060   496,140.605   MT  0.99996954   -0 46 35.1
 KY3197;SPC OH S     -   230,327.831   752,078.012   MT  1.00000563   +1 07 51.9
 KY3197;UTM  17      - 4,434,586.518   524,101.021   MT  0.99960715   +0 10 54.8
 KY3197
 KY3197                          SUPERSEDED SURVEY CONTROL
 KY3197
 KY3197  NAD 83(1986)-  40 03 40.27693(N)    080 43 02.65327(W) AD(       ) 4
 KY3197  NAD 27      -  40 03 40.01800(N)    080 43 03.36200(W) AD(       ) 3
 KY3197
 KY3197.Superseded values are not recommended for survey control.
 KY3197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3197.See file dsdata.txt to determine how the superseded data were derived.
 KY3197
 KY3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2410134587(NAD 83)
 KY3197_MARKER: 53 = ELEVATED TANK
 KY3197
 KY3197  HISTORY     - Date     Condition        Report By
 KY3197  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3197  HISTORY     - 20040522 MARK NOT FOUND   USPSQD
 KY3197
 KY3197                          STATION DESCRIPTION
 KY3197
 KY3197'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3197'THE STATION IS THE CENTER OF THE TOP OF THE TANK. IT IS A 4 LEGGED
 KY3197'STEEL STRUCTURE PAINTED SILVER WITH THE LEGEND HAZEL ATLAS
 KY3197'DIVISION CONTINENTAL CAN CO ON THE NORTHWEST SIDE.  THE OVERALL
 KY3197'HEIGHT OF THE STRUCTURE IS ABOUT 120 FEET.
 KY3197'
 KY3197'LOCATED IN EAST WHEELING NEAR THE INTERSECTION OF 19TH AND JACOB
 KY3197'STREETS.  IT IS OWNED AND OPERATED BY THE CONTINENTAL CAN CO.
 KY3197
 KY3197                          STATION RECOVERY (2004)
 KY3197
 KY3197'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 KY3197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2108 ***********************************************************************
 JX2108  DESIGNATION -  EARLEYS
 JX2108  PID         -  JX2108
 JX2108  STATE/COUNTY-  WV/PLEASANTS
 JX2108  USGS QUAD   -  SCHULTZ (1975)
 JX2108
 JX2108                         *CURRENT SURVEY CONTROL
 JX2108  ___________________________________________________________________
 JX2108* NAD 83(1995)-  39 19 58.88589(N)    081 13 46.68925(W)     ADJUSTED  
 JX2108* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 JX2108  ___________________________________________________________________
 JX2108  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 JX2108  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JX2108
 JX2108  HORZ ORDER  -  THIRD
 JX2108
 JX2108.The horizontal coordinates were established by classical geodetic methods
 JX2108.and adjusted by the National Geodetic Survey in April 1998..
 JX2108
 JX2108.The orthometric height was scaled from a topographic map.
 JX2108
 JX2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2108
 JX2108.The geoid height was determined by GEOID03.
 JX2108
 JX2108;                    North         East     Units Scale Factor Converg.
 JX2108;SPC WV N     -    93,915.043   450,888.875   MT  0.99995374   -1 06 11.2
 JX2108;SPC OH S     -   148,753.562   709,518.756   MT  0.99993631   +0 48 21.9
 JX2108;UTM  17      - 4,353,758.795   480,208.963   MT  0.99960482   -0 08 44.0
 JX2108
 JX2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2108!SPC WV N     -   0.99994777  x   0.99995374  =   0.99990151
 JX2108!SPC OH S     -   0.99994777  x   0.99993631  =   0.99988408
 JX2108!UTM  17      -   0.99994777  x   0.99960482  =   0.99955261
 JX2108
 JX2108|---------------------------------------------------------------------|
 JX2108| PID    Reference Object                     Distance      Geod. Az  |
 JX2108|                                                           dddmmss.s |
 JX2108| CC9861 EARLEYS RM 1                         17.462 METERS 02953     |
 JX2108| JX2109 PLEASANTS RADIO KQN 31 N MAST       APPROX. 4.6 KM 1312946.8 |
 JX2108| CC9862 EARLEYS RM 2                         16.171 METERS 13937     |
 JX2108| CC9863 EARLEYS RM 3 AZIMUTH                               31902     |
 JX2108|---------------------------------------------------------------------|
 JX2108
 JX2108                          SUPERSEDED SURVEY CONTROL
 JX2108
 JX2108  NAD 83(1986)-  39 19 58.89084(N)    081 13 46.69724(W) AD(       ) 3
 JX2108  NAD 27      -  39 19 58.61400(N)    081 13 47.28340(W) AD(       ) 3
 JX2108
 JX2108.Superseded values are not recommended for survey control.
 JX2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2108.See file dsdata.txt to determine how the superseded data were derived.
 JX2108
 JX2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD8020953759(NAD 83)
 JX2108_MARKER: DS = TRIANGULATION STATION DISK
 JX2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2108_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2108
 JX2108  HISTORY     - Date     Condition        Report By
 JX2108  HISTORY     - 1963     MONUMENTED       CGS
 JX2108
 JX2108                          STATION DESCRIPTION
 JX2108
 JX2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2108'THE STATION IS ABOUT 4-1/2 MILES SOUTH SOUTHWEST OF ST. MARYS, 3-1/2
 JX2108'MILES SOUTHEAST OF BELMONT AND 1
 JX2108'MILE NORTH NORTHEAST OF THE SMALL COMMUNITY OF SHULTZ.  IT IS ON
 JX2108'THE HIGHEST POINT OF A HIGH HILL, 3
 JX2108'FEET SOUTHEAST OF THE WITNESS POST, 195 FEET NORTH
 JX2108'OF THE CENTERLINE OF A DIRT ROAD AND ON THE PROPERTY
 JX2108'OF MR. EARL MCCLOSKEY.  THE MONUMENT
 JX2108'IS FLUSH AND THE DISK IS STAMPED EARLEYS 1963.
 JX2108'
 JX2108'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY ALT. 50 AND
 JX2108'STATE HIGHWAYS 2 AND 16 AT THE
 JX2108'COURTHOUSE IN ST. MARYS, GO SOUTH ON HIGHWAY 2 FOR 3.55 MILES TO A
 JX2108'SCHOOL ON THE LEFT IN BELMONT.
 JX2108'CONTINUE SOUTH ON HIGHWAY FOR 2.65 MILES TO ENTRANCE
 JX2108'TO CYANAMID PLANT ON THE RIGHT AND A PAVED ROAD
 JX2108'LEFT AND SIGN SHULTZ 10.  TURN LEFT
 JX2108'AND GO EASTERLY FOR 4.2 MILES TO A DIRT ROAD LEFT JUST AFTER
 JX2108'PASSING A LARGE HOUSE ON THE
 JX2108'RIGHT.  TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.85 MILE TO A
 JX2108'CROSSROAD.  TURN RIGHT AND GO
 JX2108'EASTERLY ON DIRT ROAD FOR 0.2 MILE TO A SMALL HOUSE ON THE RIGHT.
 JX2108'CONTINUE AHEAD ON DIRT ROAD FOR 0.45
 JX2108'MILE TO REFERENCE MARK 3 ON THE LEFT.  CONTINUE AHEAD
 JX2108'FOR 0.1 MILE TO A SHARP BEND IN THE ROAD TO
 JX2108'THE LEFT AND THEN GO FOR 0.1 MILE TO A
 JX2108'FIELD ROAD LEFT UP A STEEP BANK.  TURN LEFT UP STEEP BANK AND
 JX2108'GO SOUTHWESTERLY TO TOP OF HILL
 JX2108'AND STATION.
 JX2108'
 JX2108'REFERENCE MARK 1 IS 54 FEET NORTH OF A WITNESS POST AND ON THE NORTH
 JX2108'SLOPE OF THE HILL.  THE
 JX2108'MONUMENT IS FLUSH AND THE DISK IS STAMPED EARLEYS NO 1 1963.
 JX2108'
 JX2108'REFERENCE MARK 2 IS 56 FEET SOUTHEAST OF THE WITNESS POST AND ON THE
 JX2108'EAST SLOPE OF THE HILL.  THE
 JX2108'MONUMENT IS FLUSH AND THE DISK IS STAMPED EARLEYS NO 2 1963.
 JX2108'
 JX2108'REFERENCE MARK 3 IS 16 FEET NORTHEAST OF THE CENTERLINE OF A DIRT
 JX2108'ROAD, 27 FEET NORTHWEST OF A
 JX2108'24 INCH LOCUST TREE AND 2 FEET SOUTHEAST OF A WITNESS POST.  THE
 JX2108'MONUMENT PROJECTS 2 INCHES AND THE
 JX2108'DISK IS STAMPED EARLEYS NO 3 1963.
 JX2108'
 JX2108'NO MEASUREMENTS BETWEEN RMS BECAUSE OF DIFFERENCE IN ELEVATION.
 JX2108'
 JX2108'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1484 ***********************************************************************
 GX1484  DESIGNATION -  EAST AZ MK
 GX1484  PID         -  GX1484
 GX1484  STATE/COUNTY-  WV/MERCER
 GX1484  USGS QUAD   -  PRINCETON (1976)
 GX1484
 GX1484                         *CURRENT SURVEY CONTROL
 GX1484  ___________________________________________________________________
 GX1484* NAD 83(1986)-  37 15 52.     (N)    081 07 07.     (W)     SCALED    
 GX1484* NAVD 88     -       705.881  (meters)    2315.88   (feet)  ADJUSTED  
 GX1484  ___________________________________________________________________
 GX1484  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX1484  DYNAMIC HT  -         705.260 (meters)    2313.84  (feet)  COMP
 GX1484  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 GX1484
 GX1484  VERT ORDER  -  FIRST     CLASS II
 GX1484
 GX1484.The horizontal coordinates were scaled from a topographic map and have
 GX1484.an estimated accuracy of +/- 6 seconds.
 GX1484
 GX1484.The orthometric height was determined by differential leveling
 GX1484.and adjusted by the National Geodetic Survey in June 1991..
 GX1484
 GX1484.The geoid height was determined by GEOID03.
 GX1484
 GX1484.The dynamic height is computed by dividing the NAVD 88
 GX1484.geopotential number by the normal gravity value computed on the
 GX1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1484.degrees latitude (g = 980.6199 gals.).
 GX1484
 GX1484.The modeled gravity was interpolated from observed gravity values.
 GX1484
 GX1484;                    North         East    Units  Estimated Accuracy
 GX1484;SPC WV S     -    29,360.      589,480.      MT  (+/- 180 meters Scaled)
 GX1484
 GX1484                          SUPERSEDED SURVEY CONTROL
 GX1484
 GX1484  NGVD 29 (??/??/92)  705.983  (m)         2316.21   (f) ADJ UNCH    1 2
 GX1484
 GX1484.Superseded values are not recommended for survey control.
 GX1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1484.See file dsdata.txt to determine how the superseded data were derived.
 GX1484
 GX1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB894242(NAD 83)
 GX1484_MARKER: DZ = AZIMUTH MARK DISK
 GX1484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1484_SP_SET: CEMENT BLOCK
 GX1484_STAMPING: EAST 1963
 GX1484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1484
 GX1484  HISTORY     - Date     Condition        Report By
 GX1484  HISTORY     - 1963     MONUMENTED       CGS
 GX1484  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1484
 GX1484                          STATION DESCRIPTION
 GX1484
 GX1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1484'2 MI NW FROM ROCKY GAP.
 GX1484'ABOUT 2.05 MILES NORTHWEST ALONG U.S. HIGHWAYS 21 AND 52 FROM
 GX1484'THE POST OFFICE IN ROCKY GAP.  THE MARK IS CEMENTED IN A DRILL
 GX1484'HOLE IS A TRIANGLE SHAPED CEMENT BLOCK AT THE INDIAN VILLAGE
 GX1484'MOTEL, 53.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MOST
 GX1484'WESTERLY COTTAGE, 20 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 GX1484'HIGHWAYS 21 AND 52, 10.3 FEET NORTHWEST OF A KEYSTONE GASOLINE
 GX1484'SIGN POLE AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX1484
 GX1484                          STATION RECOVERY (1984)
 GX1484
 GX1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1484'NOT RECOVERED, THE MOTEL HAS BEEN TORN DOWN AND THE CONCRETE TRIANGLE
 GX1484'COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3196 ***********************************************************************
 KY3196  DESIGNATION -  EAST WHEELING MUN STANDPIPE
 KY3196  PID         -  KY3196
 KY3196  STATE/COUNTY-  WV/OHIO
 KY3196  USGS QUAD   -  WHEELING (1994)
 KY3196
 KY3196                         *CURRENT SURVEY CONTROL
 KY3196  ___________________________________________________________________
 KY3196* NAD 83(1995)-  40 04 11.03243(N)    080 43 04.06918(W)     ADJUSTED  
 KY3196* NAVD 88     -                                                        
 KY3196  ___________________________________________________________________
 KY3196  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 KY3196  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY3196
 KY3196  HORZ ORDER  -  THIRD
 KY3196
 KY3196.The horizontal coordinates were established by classical geodetic methods
 KY3196.and adjusted by the National Geodetic Survey in April 1998..
 KY3196
 KY3196
 KY3196.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3196
 KY3196.The geoid height was determined by GEOID03.
 KY3196
 KY3196;                    North         East     Units Scale Factor Converg.
 KY3196;SPC WV N     -   174,975.267   496,119.703   MT  0.99997068   -0 46 36.0
 KY3196;SPC OH S     -   231,275.850   752,025.524   MT  1.00000740   +1 07 51.0
 KY3196;UTM  17      - 4,435,534.899   524,064.260   MT  0.99960713   +0 10 54.0
 KY3196
 KY3196                          SUPERSEDED SURVEY CONTROL
 KY3196
 KY3196  NAD 83(1986)-  40 04 11.04050(N)    080 43 04.07782(W) AD(       ) 4
 KY3196  NAD 27      -  40 04 10.78400(N)    080 43 04.78700(W) AD(       ) 3
 KY3196
 KY3196.Superseded values are not recommended for survey control.
 KY3196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3196.See file dsdata.txt to determine how the superseded data were derived.
 KY3196
 KY3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2406435535(NAD 83)
 KY3196_MARKER: 52 = STANDPIPE TANK
 KY3196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3196+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 KY3196
 KY3196  HISTORY     - Date     Condition        Report By
 KY3196  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3196  HISTORY     - 20040521 GOOD             USPSQD
 KY3196
 KY3196                          STATION DESCRIPTION
 KY3196
 KY3196'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3196'STATION IS THE CENTER OF THE TOP OF THE STANDPIPE. IT IS A ROUND,
 KY3196'ALUMINUM COLORED STEEL STRUCTURE WITH AND OVERALL HEIGHT OF ABOUT
 KY3196'60 FEET.
 KY3196'
 KY3196'LOCATED IN EAST WHEELING ON GRANDVIEW STREET.  IT IS OWNED AND
 KY3196'OPERATED BY THE CITY OF WHEELING.
 KY3196
 KY3196                          STATION RECOVERY (2004)
 KY3196
 KY3196'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY3196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3199 ***********************************************************************
 KY3199  DESIGNATION -  EAST WHEELING STEEL CO STACK
 KY3199  PID         -  KY3199
 KY3199  STATE/COUNTY-  WV/OHIO
 KY3199  USGS QUAD   -  WHEELING (1994)
 KY3199
 KY3199                         *CURRENT SURVEY CONTROL
 KY3199  ___________________________________________________________________
 KY3199* NAD 83(1995)-  40 03 37.39993(N)    080 42 47.28398(W)     ADJUSTED  
 KY3199* NAVD 88     -                                                        
 KY3199  ___________________________________________________________________
 KY3199  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 KY3199  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY3199
 KY3199  HORZ ORDER  -  THIRD
 KY3199
 KY3199.The horizontal coordinates were established by classical geodetic methods
 KY3199.and adjusted by the National Geodetic Survey in April 1998..
 KY3199
 KY3199
 KY3199.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3199
 KY3199.The geoid height was determined by GEOID03.
 KY3199
 KY3199;                    North         East     Units Scale Factor Converg.
 KY3199;SPC WV N     -   173,932.675   496,503.396   MT  0.99996943   -0 46 25.3
 KY3199;SPC OH S     -   230,246.570   752,443.724   MT  1.00000546   +1 08 01.7
 KY3199;UTM  17      - 4,434,499.245   524,465.191   MT  0.99960737   +0 11 04.7
 KY3199
 KY3199                          SUPERSEDED SURVEY CONTROL
 KY3199
 KY3199  NAD 83(1986)-  40 03 37.40858(N)    080 42 47.29321(W) AD(       ) 4
 KY3199  NAD 27      -  40 03 37.14900(N)    080 42 48.00100(W) AD(       ) 3
 KY3199
 KY3199.Superseded values are not recommended for survey control.
 KY3199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3199.See file dsdata.txt to determine how the superseded data were derived.
 KY3199
 KY3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2446534499(NAD 83)
 KY3199_MARKER: 63 = STACK
 KY3199
 KY3199  HISTORY     - Date     Condition        Report By
 KY3199  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3199  HISTORY     - 20040522 MARK NOT FOUND   USPSQD
 KY3199
 KY3199                          STATION DESCRIPTION
 KY3199
 KY3199'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3199'THE STATION IS THE CENTER OF THE TOP OF THE STACK. IT IS ROUND, RED
 KY3199'COLORED BRICK STRUCTURE WITH THE LEGEND WHITAKER GLESSNER IN WHITE
 KY3199'LETTERS ON THE NORTH SIDE.  THE OVERALL HEIGHT OF THE
 KY3199'STRUCTURE IS ABOUT 120 FEET.
 KY3199'
 KY3199'LOCATED IN EAST WHEELING JUST SOUTH OF THE INTERSECTION OF 19TH
 KY3199'AND WOOD STREETS. IT IS OWNED BY THE WHEELING STEEL CO.
 KY3199
 KY3199                          STATION RECOVERY (2004)
 KY3199
 KY3199'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 KY3199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0678 ***********************************************************************
 JX0678  DESIGNATION -  EASTON
 JX0678  PID         -  JX0678
 JX0678  STATE/COUNTY-  WV/MARSHALL
 JX0678  USGS QUAD   -  GLEN EASTON (1976)
 JX0678
 JX0678                         *CURRENT SURVEY CONTROL
 JX0678  ___________________________________________________________________
 JX0678* NAD 83(1995)-  39 49 24.93817(N)    080 38 45.92211(W)     ADJUSTED  
 JX0678* NAVD 88     -       451.566  (meters)    1481.51   (feet)  ADJUSTED  
 JX0678  ___________________________________________________________________
 JX0678  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 JX0678  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX0678  DYNAMIC HT  -         451.310 (meters)    1480.67  (feet)  COMP
 JX0678  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 JX0678
 JX0678  HORZ ORDER  -  SECOND
 JX0678  VERT ORDER  -  SECOND    CLASS 0
 JX0678
 JX0678.The horizontal coordinates were established by classical geodetic methods
 JX0678.and adjusted by the National Geodetic Survey in April 1998..
 JX0678
 JX0678.The orthometric height was determined by differential leveling
 JX0678.and adjusted by the National Geodetic Survey in June 1991..
 JX0678
 JX0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX0678
 JX0678.The geoid height was determined by GEOID03.
 JX0678
 JX0678.The dynamic height is computed by dividing the NAVD 88
 JX0678.geopotential number by the normal gravity value computed on the
 JX0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0678.degrees latitude (g = 980.6199 gals.).
 JX0678
 JX0678.The modeled gravity was interpolated from observed gravity values.
 JX0678
 JX0678;                    North         East     Units Scale Factor Converg.
 JX0678;SPC WV N     -   147,568.675   501,887.513   MT  0.99994667   -0 43 51.4
 JX0678;UTM  17      - 4,408,238.076   530,287.326   MT  0.99961129   +0 13 36.0
 JX0678
 JX0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX0678!SPC WV N     -   0.99993442  x   0.99994667  =   0.99988109
 JX0678!UTM  17      -   0.99993442  x   0.99961129  =   0.99954573
 JX0678
 JX0678:                Primary Azimuth Mark                     Grid Az
 JX0678:SPC WV N     -  CAMERON RADIO STA KNJ 54 MAST            043 20 33.7
 JX0678:UTM  17      -  CAMERON RADIO STA KNJ 54 MAST            042 23 06.3
 JX0678
 JX0678|---------------------------------------------------------------------|
 JX0678| PID    Reference Object                     Distance      Geod. Az  |
 JX0678|                                                           dddmmss.s |
 JX0678| JX1973 CAMERON RADIO STA KNJ 54 MAST       APPROX. 7.5 KM 0423642.3 |
 JX0678| JX0677 EASTON RM 1                          18.236 METERS 04913     |
 JX0678| JX0679 EASTON RM 2                           6.486 METERS 14910     |
 JX0678| CW9737 EASTON AZ MK                                       2870635.6 |
 JX0678| JX1978 EASTON USGS 1963                      7.603 METERS 35414     |
 JX0678|---------------------------------------------------------------------|
 JX0678
 JX0678                          SUPERSEDED SURVEY CONTROL
 JX0678
 JX0678  NAD 83(1986)-  39 49 24.94535(N)    080 38 45.92925(W) AD(       ) 2
 JX0678  NAD 27      -  39 49 24.66350(N)    080 38 46.63670(W) AD(       ) 2
 JX0678  NGVD 29 (??/??/92)  451.704  (m)         1481.97   (f) ADJ UNCH    2 0
 JX0678
 JX0678.Superseded values are not recommended for survey control.
 JX0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0678.See file dsdata.txt to determine how the superseded data were derived.
 JX0678
 JX0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE3028708238(NAD 83)
 JX0678_MARKER: DD = SURVEY DISK
 JX0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0678_STAMPING: EASTON 1957
 JX0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0678+STABILITY: SURFACE MOTION
 JX0678
 JX0678  HISTORY     - Date     Condition        Report By
 JX0678  HISTORY     - 1957     MONUMENTED       USGS
 JX0678  HISTORY     - 1963     GOOD             CGS
 JX0678
 JX0678                          STATION DESCRIPTION
 JX0678
 JX0678'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JX0678'1.2 MI S FROM GLEN EASTON.
 JX0678'ABOUT 1.05 MILES SOUTH ALONG A WINDING GRAVEL ROAD FROM THE
 JX0678'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT GLEN EASTON, THENCE
 JX0678'ABOUT 125 YARDS SOUTHEAST ALONG A BLACK TOP ROAD, THENCE ABOUT
 JX0678'0.1 MILE NORTHEAST AND UPHILL THRU FIELD TO THE TOP OF A KNOLL, ON
 JX0678'THE HIGHEST POINT OF KNOLL, 58.3 FEET NORTH OF A POWER POLE WITH
 JX0678'A BRANCH LINE SOUTHWEST, 45.1 FEET NORTH OF RM NO. 2, 49.7 FEET
 JX0678'WEST OF RM NO. 1, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX0678'1 INCH.
 JX0678
 JX0678                          STATION RECOVERY (1963)
 JX0678
 JX0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX0678'THE STATION IS LOCATED ON BOWMAN RIDGE ABOUT 3/4 MILE SOUTH OF GLEN
 JX0678'EASTON, 4 MILES WEST OF
 JX0678'CAMERON, 8 MILES SOUTHEAST OF MOUNDSVILLE AND ON THE PROPERTY OF MR.
 JX0678'M.  K. HUBBS.  IT IS 21 FEET
 JX0678'NORTHWEST OF A GUY WIRE, 33.5 FEET NORTH OF A POWER POLE, 112
 JX0678'FEET SOUTHEAST OF A POWER POLE AND 352 FEET
 JX0678'NORTH OF THE CENTERLINE OF A GRAVELED ROAD.
 JX0678'THE MONUMENT IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED
 JX0678'EASTON 1963.
 JX0678'
 JX0678'TO REACH FROM THE POST OFFICE IN MOUNDSVILLE, GO SOUTHWEST ON STATE
 JX0678'HIGHWAY 2 FOR 1.25 MILES TO A
 JX0678'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.05 MILE TO A FORK.
 JX0678'TAKE THE LEFT FORK AND GO
 JX0678'SOUTHEASTERLY ON A PAVED ROAD FOR 1.45 MILES TO A PAVED SIDE
 JX0678'ROAD RIGHT.  CONTINUE SOUTHERLY ON THE MAIN
 JX0678'PAVED ROAD FOR 1.05 MILES TO A SIDE ROAD
 JX0678'RIGHT.  CONTINUE SOUTHERLY ON THE PAVED ROAD FOR 2.3 MILES TO
 JX0678'A FORK.  TAKE THE LEFT FORK AND
 JX0678'GO SOUTHEASTERLY ON A PAVED ROAD FOR 4.65 MILES TO THE BOWMANS
 JX0678'METHODIST CHURCH ON THE LEFT.
 JX0678'CONTINUE SOUTHEAST ON THE PAVED ROAD FOR 1.15 MILES TO A FORK AND
 JX0678'THE SALEM CHURCH OF CHRIST BETWEEN THE
 JX0678'FORKS.  TAKE THE LEFT FORK AND GO EASTERLY ON A
 JX0678'GRAVELED ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON THE
 JX0678'LEFT.  CONTINUE EASTERLY ON THE
 JX0678'GRAVELED ROAD FOR 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 JX0678'SOUTHEAST ON THE GRAVELED ROAD
 JX0678'FOR 0.25 MILE TO A GATE ON THE RIGHT AND A HIGH ROAD BANK ON THE
 JX0678'LEFT.  FROM THIS POINT PACK NORTH
 JX0678'UP HILL ABOUT 100 YARDS TO THE STATION ON THE HIGHEST POINT
 JX0678'OF THE HILL.
 JX0678'
 JX0678'EASTON (USGS) IS A U.S. GEOLOGICAL STATION MARK DISK SET IN THE TOP
 JX0678'OF A 8 X 8 INCH CONCRETE
 JX0678'POST.  IT IS 43 FEET NORTHWEST OF THE GUY WIRE, 58 FEET NORTH OF A
 JX0678'POWER POLE AND 101 FEET EAST OF A
 JX0678'POWER POLE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 JX0678'STAMPED EASTON 1957.
 JX0678'
 JX0678'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET
 JX0678'IN THE TOP OF AN 8 X 8 INCH
 JX0678'CONCRETE POST.  IT IS 63 FEET NORTH OF THE GUY WIRE AND 85 FEET
 JX0678'NORTHEAST OF THE POWER POLE.  THE
 JX0678'MONUMENT IS FLUSH AND THE DISK IS STAMPED NO 1 1957.
 JX0678'
 JX0678'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET
 JX0678'IN THE TOP OF AN 8 X 8 INCH
 JX0678'CONCRETE POST.  IT IS 5 FEET SOUTHWEST OF THE GUY WIRE AND 18.5 FEET
 JX0678'NORTHEAST OF THE POWER POLE.  THE
 JX0678'MONUMENT IS FLUSH AND THE DISK IS STAMPED NO 2 1957.
 JX0678'
 JX0678'THE AZIMUTH MARK IS 1 FOOT EAST OF A WIRE FENCE, 3 FEET NORTHEAST OF
 JX0678'A WITNESS POST, 3 FEET
 JX0678'SOUTHWEST OF AN 8 INCH LOCUST TREE. 5 FEET NORTHEAST OF A 10 INCH
 JX0678'LOCUST TREE AND 22 FEET WEST OF
 JX0678'THE CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS 5
 JX0678'INCHES AND THE DISK IS STAMPED EASTON 1963.
 JX0678'
 JX0678'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0677 ***********************************************************************
 JX0677  DESIGNATION -  EASTON RM 1
 JX0677  PID         -  JX0677
 JX0677  STATE/COUNTY-  WV/MARSHALL
 JX0677  USGS QUAD   -  GLEN EASTON (1976)
 JX0677
 JX0677                         *CURRENT SURVEY CONTROL
 JX0677  ___________________________________________________________________
 JX0677* NAD 83(1986)-  39 49 25.     (N)    080 38 46.     (W)     SCALED    
 JX0677* NAVD 88     -       450.797  (meters)    1478.99   (feet)  ADJUSTED  
 JX0677  ___________________________________________________________________
 JX0677  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX0677  DYNAMIC HT  -         450.541 (meters)    1478.15  (feet)  COMP
 JX0677  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 JX0677
 JX0677  VERT ORDER  -  SECOND    CLASS 0
 JX0677
 JX0677.The horizontal coordinates were scaled from a topographic map and have
 JX0677.an estimated accuracy of +/- 6 seconds.
 JX0677
 JX0677.The orthometric height was determined by differential leveling
 JX0677.and adjusted by the National Geodetic Survey in June 1991..
 JX0677
 JX0677.The geoid height was determined by GEOID03.
 JX0677
 JX0677.The dynamic height is computed by dividing the NAVD 88
 JX0677.geopotential number by the normal gravity value computed on the
 JX0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0677.degrees latitude (g = 980.6199 gals.).
 JX0677
 JX0677.The modeled gravity was interpolated from observed gravity values.
 JX0677
 JX0677;                    North         East    Units  Estimated Accuracy
 JX0677;SPC WV N     -   147,570.      501,890.      MT  (+/- 180 meters Scaled)
 JX0677
 JX0677                          SUPERSEDED SURVEY CONTROL
 JX0677
 JX0677  NGVD 29 (??/??/92)  450.935  (m)         1479.44   (f) ADJ UNCH    2 0
 JX0677
 JX0677.Superseded values are not recommended for survey control.
 JX0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0677.See file dsdata.txt to determine how the superseded data were derived.
 JX0677
 JX0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE302082(NAD 83)
 JX0677_MARKER: DD = SURVEY DISK
 JX0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0677_STAMPING: NO 1 1957
 JX0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0677+STABILITY: SURFACE MOTION
 JX0677
 JX0677  HISTORY     - Date     Condition        Report By
 JX0677  HISTORY     - 1957     MONUMENTED       USGS
 JX0677
 JX0677                          STATION DESCRIPTION
 JX0677
 JX0677'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JX0677'1.2 MI S FROM GLEN EASTON.
 JX0677'ABOUT 1.05 MILES SOUTH ALONG A WINDING GRAVEL ROAD FROM THE
 JX0677'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT GLEN EASTON,
 JX0677'THENCE ABOUT 125 YARDS SOUTHEAST ALONG A BLACK TOP ROAD, THENCE
 JX0677'ABOUT 0.1 MILE NORTHEAST AND UPHILL THRU A FIELD TO THE TOP OF A
 JX0677'KNOLL, 49.7 FEET EAST OF STATION MARK, 66.8 FEET NORTH-NORTHEAST
 JX0677'OF RM NO. 2, 85 1/2 FEET NORTH-NORTHEAST OF A POWER POLE WITH A
 JX0677'BRANCH LINE SOUTHWEST AND SET IN THE TOP OF A CONCRETE POST
 JX0677'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0679 ***********************************************************************
 JX0679  DESIGNATION -  EASTON RM 2
 JX0679  PID         -  JX0679
 JX0679  STATE/COUNTY-  WV/MARSHALL
 JX0679  USGS QUAD   -  GLEN EASTON (1976)
 JX0679
 JX0679                         *CURRENT SURVEY CONTROL
 JX0679  ___________________________________________________________________
 JX0679* NAD 83(1986)-  39 49 25.     (N)    080 38 46.     (W)     SCALED    
 JX0679* NAVD 88     -       451.478  (meters)    1481.22   (feet)  ADJUSTED  
 JX0679  ___________________________________________________________________
 JX0679  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX0679  DYNAMIC HT  -         451.222 (meters)    1480.38  (feet)  COMP
 JX0679  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 JX0679
 JX0679  VERT ORDER  -  SECOND    CLASS 0
 JX0679
 JX0679.The horizontal coordinates were scaled from a topographic map and have
 JX0679.an estimated accuracy of +/- 6 seconds.
 JX0679
 JX0679.The orthometric height was determined by differential leveling
 JX0679.and adjusted by the National Geodetic Survey in June 1991..
 JX0679
 JX0679.The geoid height was determined by GEOID03.
 JX0679
 JX0679.The dynamic height is computed by dividing the NAVD 88
 JX0679.geopotential number by the normal gravity value computed on the
 JX0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0679.degrees latitude (g = 980.6199 gals.).
 JX0679
 JX0679.The modeled gravity was interpolated from observed gravity values.
 JX0679
 JX0679;                    North         East    Units  Estimated Accuracy
 JX0679;SPC WV N     -   147,570.      501,890.      MT  (+/- 180 meters Scaled)
 JX0679
 JX0679                          SUPERSEDED SURVEY CONTROL
 JX0679
 JX0679  NGVD 29 (??/??/92)  451.616  (m)         1481.68   (f) ADJ UNCH    2 0
 JX0679
 JX0679.Superseded values are not recommended for survey control.
 JX0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0679.See file dsdata.txt to determine how the superseded data were derived.
 JX0679
 JX0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE302082(NAD 83)
 JX0679_MARKER: DD = SURVEY DISK
 JX0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0679_STAMPING: NO 2 1957
 JX0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0679+STABILITY: SURFACE MOTION
 JX0679
 JX0679  HISTORY     - Date     Condition        Report By
 JX0679  HISTORY     - 1957     MONUMENTED       USGS
 JX0679
 JX0679                          STATION DESCRIPTION
 JX0679
 JX0679'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JX0679'1.2 MI S FROM GLEN EASTON.
 JX0679'ABOUT 1.05 MILES SOUTH ALONG A WINDING GRAVEL ROAD FROM THE
 JX0679'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT GLEN EASTON, THENCE
 JX0679'ABOUT 125 YARDS SOUTHEAST ALONG A BLACK TOP ROAD, THENCE ABOUT
 JX0679'0.1 MILE NORTHEAST AND UPHILL THRU A FIELD TO THE TOP OF A KNOLL,
 JX0679'45.1 FEET SOUTH OF THE STATION MARK, 66.8 FEET SOUTH-SOUTHWEST
 JX0679'OF RM NO. 2, 19 FEET NORTH-NORTHEAST OF A POWER POLE WITH A BRANCH
 JX0679'LINE SOUTHWEST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX0679'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1978 ***********************************************************************
 JX1978  DESIGNATION -  EASTON USGS 1963
 JX1978  PID         -  JX1978
 JX1978  STATE/COUNTY-  WV/MARSHALL
 JX1978  USGS QUAD   -  GLEN EASTON (1976)
 JX1978
 JX1978                         *CURRENT SURVEY CONTROL
 JX1978  ___________________________________________________________________
 JX1978* NAD 83(1995)-  39 49 25.18343(N)    080 38 45.95426(W)     ADJUSTED  
 JX1978* NAVD 88     -       451.56   (+/-2cm)    1481.5    (feet)  VERTCON   
 JX1978  ___________________________________________________________________
 JX1978  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 JX1978  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX1978
 JX1978  HORZ ORDER  -  SECOND
 JX1978  VERT ORDER  -  THIRD ? (See Below)
 JX1978
 JX1978.The horizontal coordinates were established by classical geodetic methods
 JX1978.and adjusted by the National Geodetic Survey in April 1998..
 JX1978
 JX1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1978.The vertical order pertains to the NGVD 29 superseded value.
 JX1978
 JX1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1978
 JX1978.The geoid height was determined by GEOID03.
 JX1978
 JX1978;                    North         East     Units Scale Factor Converg.
 JX1978;SPC WV N     -   147,576.248   501,886.845   MT  0.99994668   -0 43 51.4
 JX1978;UTM  17      - 4,408,245.635   530,286.532   MT  0.99961129   +0 13 35.9
 JX1978
 JX1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1978!SPC WV N     -   0.99993442  x   0.99994668  =   0.99988110
 JX1978!UTM  17      -   0.99993442  x   0.99961129  =   0.99954573
 JX1978
 JX1978                          SUPERSEDED SURVEY CONTROL
 JX1978
 JX1978  NAD 83(1986)-  39 49 25.19062(N)    080 38 45.96140(W) AD(       ) 2
 JX1978  NAD 27      -  39 49 24.90880(N)    080 38 46.66890(W) AD(       ) 2
 JX1978  NGVD 29 (07/19/86)  451.70   (m)         1482.0    (f) LEVELING    3  
 JX1978
 JX1978.Superseded values are not recommended for survey control.
 JX1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1978.See file dsdata.txt to determine how the superseded data were derived.
 JX1978
 JX1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE3028708246(NAD 83)
 JX1978_MARKER: DS = TRIANGULATION STATION DISK
 JX1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1978+STABILITY: SURFACE MOTION
 JX1978
 JX1978  HISTORY     - Date     Condition        Report By
 JX1978  HISTORY     - 1963     MONUMENTED       USGS
 JX1978
 JX1978                          STATION DESCRIPTION
 JX1978
 JX1978'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX1978'THE STATION IS LOCATED ON BOWMAN RIDGE ABOUT 3/4 MILES SOUTH OF
 JX1978'GLEN EASTON, 4
 JX1978'MILES WEST OF CAMERON, 8 MILES SOUTHEAST OF MOUNDSVILLE AND ON THE
 JX1978'PROPERTY OF MR. M.K. HUBBS.  IT IS A
 JX1978'U.S GEOLOGICAL SURVEY STATION MARK DISK SET IN THE TOP OF AN
 JX1978'8 X 8 INCH CONCRETE POST PROJECTING 1 INCH 43
 JX1978'FEET NORTHWEST OF A POWER POLE GUY WIRE 58
 JX1978'FEET NORTH OF A POWER POLE AND 101 FEET EAST OF A POWER POLE.
 JX1978'THE DISK IS STAMPED EASTON
 JX1978'1957.
 JX1978'
 JX1978'TO REACH FROM THE POST OFFICE IN MOUNDSVILLE, GO SOUTHWEST ON STATE
 JX1978'HIGHWAY 2 FOR 1.25 MILES TO A
 JX1978'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHWEST FOR 0.05 MILE TO A FORK.
 JX1978'TAKE THE LEFT FORK AND GO SOUTHEASTERLY
 JX1978'ON A PAVED ROAD FOR 1.45 MILES TO A PAVED SIDE ROAD
 JX1978'RIGHT.  CONTINUE SOUTHERLY ON THE MAIN PAVED ROAD FOR
 JX1978'1.05 MILES TO A SIDE ROAD RIGHT.
 JX1978'CONTINUE SOUTHERLY ON THE PAVED ROAD FOR 2.3 MILES TO A FORK.  TAKE
 JX1978'THE LEFT FORK AND GO SOUTHEASTERLY ON
 JX1978'A PAVED ROAD FOR 4.65 MILES TO THE BOWMANS METHODIST CHURCH ON THE
 JX1978'LEFT.  CONTINUE SOUTHEAST ON THE PAVED
 JX1978'ROAD FOR 1.15 MILES TO A FORK AND THE SALEM CHURCH OF
 JX1978'CHRIST BETWEEN THE FORKS.  TAKE THE LEFT FORK AND
 JX1978'GO EASTERLY ON A GRAVELED ROAD FOR 1.4
 JX1978'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHEAST ON A GRAVELED
 JX1978'ROAD FOR 0.25 TO A GATE ON THE RIGHT
 JX1978'AND A HIGH BANK ON THE LEFT.  FROM THIS POINT PACK NORTH UP A HILL
 JX1978'FOR ABOUT 100 YARDS TO THE HIGHEST
 JX1978'POINT OF THE HILL AND THE STATION.
 JX1978'
 JX1978'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION EASTON THE
 JX1978'DISTANCE BEING 24.94 FEET
 JX1978'AND 7.603 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3101 ***********************************************************************
 HX3101  DESIGNATION -  EDGEWOOD 2
 HX3101  PID         -  HX3101
 HX3101  STATE/COUNTY-  WV/KANAWHA
 HX3101  USGS QUAD   -  POCATALICO (1976)
 HX3101
 HX3101                         *CURRENT SURVEY CONTROL
 HX3101  ___________________________________________________________________
 HX3101* NAD 83(1995)-  38 22 42.63505(N)    081 38 34.02876(W)     ADJUSTED  
 HX3101* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 HX3101  ___________________________________________________________________
 HX3101  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 HX3101  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HX3101
 HX3101  HORZ ORDER  -  SECOND
 HX3101
 HX3101.The horizontal coordinates were established by classical geodetic methods
 HX3101.and adjusted by the National Geodetic Survey in April 1998..
 HX3101.No horizontal observational check was made to the station.
 HX3101
 HX3101.The orthometric height was scaled from a topographic map.
 HX3101
 HX3101.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3101
 HX3101.The geoid height was determined by GEOID03.
 HX3101
 HX3101;                    North         East     Units Scale Factor Converg.
 HX3101;SPC WV S     -   153,194.357   543,838.265   MT  0.99993139   -0 23 50.5
 HX3101;UTM  17      - 4,248,008.349   443,856.155   MT  0.99963882   -0 23 56.7
 HX3101
 HX3101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3101!SPC WV S     -   0.99995533  x   0.99993139  =   0.99988672
 HX3101!UTM  17      -   0.99995533  x   0.99963882  =   0.99959417
 HX3101
 HX3101|---------------------------------------------------------------------|
 HX3101| PID    Reference Object                     Distance      Geod. Az  |
 HX3101|                                                           dddmmss.s |
 HX3101| DC3307 EDGEWOOD 2 RM 4                      14.355 METERS 06120     |
 HX3101| HX3102 EDGEWOOD                              4.010 METERS 19038     |
 HX3101| DC3306 EDGEWOOD 2 RM 3                       9.564 METERS 32302     |
 HX3101|---------------------------------------------------------------------|
 HX3101
 HX3101                          SUPERSEDED SURVEY CONTROL
 HX3101
 HX3101  NAD 83(1995)-  38 22 42.64205(N)    081 38 34.03427(W) AD(       ) 2
 HX3101  NAD 83(1986)-  38 22 42.64307(N)    081 38 34.03505(W) AD(       ) 2
 HX3101  NAD 27      -  38 22 42.29800(N)    081 38 34.58700(W) AD(       ) 2
 HX3101
 HX3101.Superseded values are not recommended for survey control.
 HX3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3101.See file dsdata.txt to determine how the superseded data were derived.
 HX3101
 HX3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4385648008(NAD 83)
 HX3101_MARKER: DS = TRIANGULATION STATION DISK
 HX3101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3101_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HX3101
 HX3101  HISTORY     - Date     Condition        Report By
 HX3101  HISTORY     - 1950     MONUMENTED       CGS
 HX3101  HISTORY     - 1952     GOOD             LOCENG
 HX3101  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 HX3101
 HX3101                          STATION DESCRIPTION
 HX3101
 HX3101'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HX3101'STATION IS LOCATED ABOUT 1 MILE NORTH OF THE CENTER OF WEST
 HX3101'CHARLESTON, ON THE SUMMIT
 HX3101'OF A WOODED HILL, AT THE SITE OF A WEST VIRGINIA POWER COMPANY
 HX3101'STANDPIPE AND 0.1 MILE WEST OF END
 HX3101'OF WOODS ROAD.  IT IS 38 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 HX3101'THE FENCE, 17.2 FEET NORTHWEST OF
 HX3101'THE SOUTHWEST CORNER OF THE FENCE AND 2.5 FEET WEST OF
 HX3101'THE FENCE.  THE MARK IS ABOUT 10 INCHES BELOW
 HX3101'THE SURFACE OF THE GROUND AND THE DISK IS
 HX3101'STAMPED EDGEWOOD 2 1950.
 HX3101'
 HX3101'REFERENCE MARK NO. 3 IS 2 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 HX3101'THE FENCE.  THE MARK IS FLUSH
 HX3101'WITH THE GROUND AND THE DISK IS STAMPED EDGEWOOD 2 NO 3 1950.
 HX3101'
 HX3101'REFERENCE MARK NO. 4 IS 10 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 HX3101'THE FENCE AND 2 FEET EAST
 HX3101'OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HX3101'STAMPED EDGEWOOD 2 NO 4 1950.
 HX3101'
 HX3101'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 HX3101'
 HX3101'IT WILL TAKE ABOUT A 77 FOOT TOWER TO SEE ALL STATION.
 HX3101'
 HX3101'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HX3101
 HX3101                          STATION RECOVERY (1952)
 HX3101
 HX3101'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952 (HWH)
 HX3101'RECOVERED BY W VA WATER SERVICE CO
 HX3101'
 HX3101'LETTER OF MR. H.W.
 HX3101'HETZER, ENGR., WEST VIRGINIA WATER SERVICE CO.,
 HX3101'CHARLESTON, W. VA. DATED MAY 23, 1952-
 HX3101'
 HX3101'REFERENCE MARK 4 WAS DESTROYED.
 HX3101'
 HX3101'REFERENCE MARK DISK STAMPED EDGEWOOD 2 NO 4 1950 RECEIVED AT THIS
 HX3101'OFFICE 6/30/52.
 HX3101
 HX3101                          STATION RECOVERY (1982)
 HX3101
 HX3101'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (RN)
 HX3101'SEARCHED FOR AND COULDNT FIND.
 HX3101'
 HX3101'DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION IS ABOUT 1 MILE N
 HX3101'OF THE CENTER OF W. CHARLESTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1163 ***********************************************************************
 HW1163  DESIGNATION -  EE 60
 HW1163  PID         -  HW1163
 HW1163  STATE/COUNTY-  WV/HARDY
 HW1163  USGS QUAD   -  LOST CITY (1994)
 HW1163
 HW1163                         *CURRENT SURVEY CONTROL
 HW1163  ___________________________________________________________________
 HW1163* NAD 83(1986)-  38 52 40.     (N)    078 51 58.     (W)     SCALED    
 HW1163* NAVD 88     -       467.090  (meters)    1532.44   (feet)  ADJUSTED  
 HW1163  ___________________________________________________________________
 HW1163  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HW1163  DYNAMIC HT  -         466.763 (meters)    1531.37  (feet)  COMP
 HW1163  MODELED GRAV-     979,914.8   (mgal)                       NAVD 88
 HW1163
 HW1163  VERT ORDER  -  SECOND    CLASS 0
 HW1163
 HW1163.The horizontal coordinates were scaled from a topographic map and have
 HW1163.an estimated accuracy of +/- 6 seconds.
 HW1163
 HW1163.The orthometric height was determined by differential leveling
 HW1163.and adjusted by the National Geodetic Survey in June 1991..
 HW1163
 HW1163.The geoid height was determined by GEOID03.
 HW1163
 HW1163.The dynamic height is computed by dividing the NAVD 88
 HW1163.geopotential number by the normal gravity value computed on the
 HW1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1163.degrees latitude (g = 980.6199 gals.).
 HW1163
 HW1163.The modeled gravity was interpolated from observed gravity values.
 HW1163
 HW1163;                    North         East    Units  Estimated Accuracy
 HW1163;SPC WV N     -    42,130.      655,010.      MT  (+/- 180 meters Scaled)
 HW1163
 HW1163                          SUPERSEDED SURVEY CONTROL
 HW1163
 HW1163  NGVD 29 (??/??/92)  467.226  (m)         1532.89   (f) ADJ UNCH    2 0
 HW1163
 HW1163.Superseded values are not recommended for survey control.
 HW1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1163.See file dsdata.txt to determine how the superseded data were derived.
 HW1163
 HW1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD851053(NAD 83)
 HW1163_MARKER: DD = SURVEY DISK
 HW1163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1163_SP_SET: CULVERT
 HW1163_STAMPING: EE 60 1935
 HW1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1163
 HW1163  HISTORY     - Date     Condition        Report By
 HW1163  HISTORY     - 1935     MONUMENTED       CGS
 HW1163  HISTORY     - 1962     GOOD             NGS
 HW1163
 HW1163                          STATION DESCRIPTION
 HW1163
 HW1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1163'AT MATHIAS.
 HW1163'AT MATHIAS, HARDY COUNTY, ON FORMER STATE HIGHWAY 58, AT THE
 HW1163'NORTH END OF TOWN, 130 FEET SOUTHWEST OF THE CONCRETE BRIDGE OVER
 HW1163'LOST RIVER, AT A LARGE CONCRETE CULVERT UNDER THE HIGHWAY
 HW1163'THROUGH WHICH A CREEK FLOWS AND JOINS LOST RIVER, AND IN THE
 HW1163'TOP OF THE NORTHWEST CORNER OF THE HEADWALL.  A STANDARD DISK,
 HW1163'STAMPED EE 60 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1909 ***********************************************************************
 JX1909  DESIGNATION -  EGYPT
 JX1909  PID         -  JX1909
 JX1909  STATE/COUNTY-  WV/BARBOUR
 JX1909  USGS QUAD   -  BROWNTON (1976)
 JX1909
 JX1909                         *CURRENT SURVEY CONTROL
 JX1909  ___________________________________________________________________
 JX1909* NAD 83(1995)-  39 12 28.65298(N)    080 10 21.00623(W)     ADJUSTED  
 JX1909* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 JX1909  ___________________________________________________________________
 JX1909  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 JX1909  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JX1909
 JX1909  HORZ ORDER  -  FIRST
 JX1909
 JX1909.The horizontal coordinates were established by classical geodetic methods
 JX1909.and adjusted by the National Geodetic Survey in April 1998..
 JX1909
 JX1909.The orthometric height was scaled from a topographic map.
 JX1909
 JX1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1909
 JX1909.The geoid height was determined by GEOID03.
 JX1909
 JX1909;                    North         East     Units Scale Factor Converg.
 JX1909;SPC WV N     -    78,812.771   541,916.958   MT  0.99996719   -0 25 44.1
 JX1909;SPC WV S     -   245,396.312   671,478.040   MT  1.00008534   +0 30 41.6
 JX1909;UTM  17      - 4,340,180.594   571,444.806   MT  0.99966285   +0 31 23.2
 JX1909
 JX1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1909!SPC WV N     -   0.99991785  x   0.99996719  =   0.99988505
 JX1909!SPC WV S     -   0.99991785  x   1.00008534  =   1.00000319
 JX1909!UTM  17      -   0.99991785  x   0.99966285  =   0.99958073
 JX1909
 JX1909|---------------------------------------------------------------------|
 JX1909| PID    Reference Object                     Distance      Geod. Az  |
 JX1909|                                                           dddmmss.s |
 JX1909| CX4422 EGYPT RM 1                            5.343 METERS 25757     |
 JX1909| CX4421 EGYPT AZ MK                                        3094836.6 |
 JX1909| CX4423 EGYPT RM 2                            5.122 METERS 35353     |
 JX1909|---------------------------------------------------------------------|
 JX1909
 JX1909                          SUPERSEDED SURVEY CONTROL
 JX1909
 JX1909  NAD 83(1986)-  39 12 28.65663(N)    080 10 21.01811(W) AD(       ) 1
 JX1909  NAD 27      -  39 12 28.31810(N)    080 10 21.70960(W) AD(       ) 1
 JX1909
 JX1909.Superseded values are not recommended for survey control.
 JX1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1909.See file dsdata.txt to determine how the superseded data were derived.
 JX1909
 JX1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7144540181(NAD 83)
 JX1909_MARKER: DS = TRIANGULATION STATION DISK
 JX1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1909
 JX1909  HISTORY     - Date     Condition        Report By
 JX1909  HISTORY     - 1941     MONUMENTED       CGS
 JX1909  HISTORY     - 1967     GOOD             LOCENG
 JX1909
 JX1909                          STATION DESCRIPTION
 JX1909
 JX1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1909'STATION IS ABOUT
 JX1909'11 MILES ESE OF
 JX1909'CLARKSBURG ON THE APPARENTLY HIGHEST POINT IN THE
 JX1909'VICINITY EXCEPT A WOODED HILL
 JX1909'ABOUT 1/4 MILE TO THE E.  IT IS
 JX1909'ABOUT 50 YARDS NW OF A LARGE DEAD TREE WHICH IS
 JX1909'AT A FENCE CORNER,
 JX1909'15 FEET NE OF THE PROJECTED LINE OF THE FENCE WHICH EXTENDS SE
 JX1909'FROM THIS
 JX1909'CORNER, AND 25 FEET ESE OF A 4-INCH PEACH TREE.  IT PROJECTS
 JX1909'ABOUT 3 INCHES AND IS
 JX1909'STAMPED EGYPT 1941.
 JX1909'
 JX1909'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JX1909'BRONZE DISKS SET IN CONCRETE.
 JX1909'
 JX1909'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS STAMPED EGYPT
 JX1909'1941 NO. 1.
 JX1909'
 JX1909'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND IS STAMPED EGYPT
 JX1909'1941 NO. 2.
 JX1909'
 JX1909'AZIMUTH MARK IS AN ESTIMATED MILE NW OF THE STATION, 75 FEET
 JX1909'N OF THE PROJECTED
 JX1909'PLANE OF THE N WALL OF A DWELLING HOUSE, 18
 JX1909'FEET W OF THE CENTER OF THE ROAD, AND
 JX1909'4 FEET N OF A FENCE CORNER.
 JX1909'IT PROJECTS 8 INCHES AND IS STAMPED EGYPT 1941.
 JX1909'
 JX1909'TO REACH FROM THE POST OFFICE IN CLARKSBURG, GO S ON N SIXTH
 JX1909'STREET 1 BLOCK AND
 JX1909'TURN LEFT, THENCE EASTERLY ON MAIN STREET 1.5
 JX1909'MILES AND TURN LEFT ONTO BROADWAY
 JX1909'STREET, THENCE NORTHERLY 0.3
 JX1909'MILE AND TURN RIGHT, THENCE SOUTHEASTERLY ON HIGHWAY
 JX1909'1.5 MILES
 JX1909'TO A T-INTERSECTION AT THE NATIONAL CARBON COMPANY PLANT.  CONTINUE
 JX1909'STRAIGHT AHEAD
 JX1909'SOUTHEASTERLY 6.8 MILES AND TURN LEFT ONTO A SECONDARY
 JX1909'ROAD, THENCE 1.6 MILES TO A HOUSE
 JX1909'ON THE RIGHT AND THE END OF
 JX1909'TRUCK TRAVEL TOWARD THE STATION.  TO REACH THE
 JX1909'AZIMUTH MARK CONTINUE
 JX1909'ON THIS ROAD GENERALLY NORTHERLY 0.5 MILE TO A HOUSE ON THE
 JX1909'RIGHT AND THE
 JX1909'MARK ON THE LEFT.  TO REACH THE STATION, CLIMB AFOOT
 JX1909'EASTERLY AND SOUTHERLY TO THE
 JX1909'HIGHEST POINT IN THE PASTURE AND
 JX1909'THE STATION.  THE CLIMB REQUIRED 25 MINUTES WITH PACKS.
 JX1909'
 JX1909'A 4-FOOT STAND AND THE CUTTING OF A VERY FEW LIMBS CLEARED
 JX1909'ALL LINES OBSERVED.
 JX1909
 JX1909                          STATION RECOVERY (1967)
 JX1909
 JX1909'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (AWS)
 JX1909'EGYPT 1941 STATION, AZIMUTH MARK AND REFERENCES RECOVERED IN GOOD
 JX1909'CONDITION.
 JX1909'
 JX1909'DESCRIPTION ADEQUATE, EXCEPT HOUSE ON RIGHT AFTER 1.6 MILES IS NO
 JX1909'LONGER THERE.  ADD--AFTER 1.6 MILES - TO A SHARP CURVE TO LEFT AND
 JX1909'GATE ON RIGHT.  GO THROUGH GATE AND FOLLOW COAL ROAD THRU OLD STRIP
 JX1909'MINE TO TRAIL LEFT TO RIDGE JUST NW OF TOP OF HILL AND STATION.
 JX1909'PEACH TREE NO LONGER THERE, EITHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1566 ***********************************************************************
 HX1566  DESIGNATION -  EHJ 915
 HX1566  PID         -  HX1566
 HX1566  STATE/COUNTY-  WV/BRAXTON
 HX1566  USGS QUAD   -  NEWVILLE (1976)
 HX1566
 HX1566                         *CURRENT SURVEY CONTROL
 HX1566  ___________________________________________________________________
 HX1566* NAD 83(1986)-  38 39 11.     (N)    080 35 35.     (W)     SCALED    
 HX1566* NAVD 88     -       278.60   (+/-2cm)     914.0    (feet)  VERTCON   
 HX1566  ___________________________________________________________________
 HX1566  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HX1566
 HX1566  VERT ORDER  -  THIRD (See Below)
 HX1566
 HX1566.The horizontal coordinates were scaled from a topographic map and have
 HX1566.an estimated accuracy of +/- 6 seconds.
 HX1566
 HX1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX1566.The vertical order pertains to the NGVD 29 superseded value.
 HX1566
 HX1566.The geoid height was determined by GEOID03.
 HX1566
 HX1566;                    North         East    Units  Estimated Accuracy
 HX1566;SPC WV S     -   183,550.      635,420.      MT  (+/- 180 meters Scaled)
 HX1566
 HX1566                          SUPERSEDED SURVEY CONTROL
 HX1566
 HX1566  NGVD 29 (??/??/??)  278.78   (m)          914.6    (f) RESET       3  
 HX1566
 HX1566.Superseded values are not recommended for survey control.
 HX1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1566.See file dsdata.txt to determine how the superseded data were derived.
 HX1566
 HX1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC354783(NAD 83)
 HX1566_MARKER: Q = CHISELED SQUARE
 HX1566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1566_SP_SET: ABUTMENT
 HX1566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1566
 HX1566  HISTORY     - Date     Condition        Report By
 HX1566  HISTORY     - UNK      MONUMENTED       DOD
 HX1566  HISTORY     - 1962     GOOD             NGS
 HX1566
 HX1566                          STATION DESCRIPTION
 HX1566
 HX1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1566'AT HOLLY JUNCTION.
 HX1566'AT HOLLY JUNCTION, BRAXTON COUNTY, AT THE BALTIMORE AND OHIO
 HX1566'RAILROAD BRIDGE OVER ELK RIVER, AT THE WEST SIDE OF THE SOUTH
 HX1566'STONE ABUTMENT, AND ON THE TOP OF THE SOUTH CORNER.  A CHISELED
 HX1566'SQUARE.  NOTE-- THIS BENCH MARK WAS ESTABLISHED IN OCTOBER 1941
 HX1566'BY A FIELD PARTY FROM THE U.S. ENGINEER OFFICE AT HUNTINGTON,
 HX1566'W. VA., AT AN ELEVATION 4.438 FEET HIGHER THAN BENCH MARK S 12,
 HX1566'TO REPLACE THAT MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2187 ***********************************************************************
 HY2187  DESIGNATION -  EIGHTEEN
 HY2187  PID         -  HY2187
 HY2187  STATE/COUNTY-  WV/MASON
 HY2187  USGS QUAD   -  GLENWOOD (1990)
 HY2187
 HY2187                         *CURRENT SURVEY CONTROL
 HY2187  ___________________________________________________________________
 HY2187* NAD 83(1995)-  38 36 32.09038(N)    082 10 04.09695(W)     ADJUSTED  
 HY2187* NAVD 88     -       168.814  (meters)     553.85   (feet)  ADJUSTED  
 HY2187  ___________________________________________________________________
 HY2187  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 HY2187  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HY2187  DYNAMIC HT  -         168.703 (meters)     553.49  (feet)  COMP
 HY2187  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 HY2187
 HY2187  HORZ ORDER  -  SECOND
 HY2187  VERT ORDER  -  FIRST     CLASS II
 HY2187
 HY2187.The horizontal coordinates were established by classical geodetic methods
 HY2187.and adjusted by the National Geodetic Survey in April 1998..
 HY2187
 HY2187.The orthometric height was determined by differential leveling
 HY2187.and adjusted by the National Geodetic Survey in June 1991..
 HY2187
 HY2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2187
 HY2187.The geoid height was determined by GEOID03.
 HY2187
 HY2187.The dynamic height is computed by dividing the NAVD 88
 HY2187.geopotential number by the normal gravity value computed on the
 HY2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2187.degrees latitude (g = 980.6199 gals.).
 HY2187
 HY2187.The modeled gravity was interpolated from observed gravity values.
 HY2187
 HY2187;                    North         East     Units Scale Factor Converg.
 HY2187;SPC WV S     -   179,215.095   498,290.217   MT  0.99995306   -0 43 19.0
 HY2187;SPC OH S     -    67,651.924   628,935.335   MT  1.00002679   +0 12 38.8
 HY2187;UTM  17      - 4,274,025.448   398,321.862   MT  0.99972731   -0 43 43.6
 HY2187
 HY2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2187!SPC WV S     -   0.99997876  x   0.99995306  =   0.99993182
 HY2187!SPC OH S     -   0.99997876  x   1.00002679  =   1.00000555
 HY2187!UTM  17      -   0.99997876  x   0.99972731  =   0.99970608
 HY2187
 HY2187|---------------------------------------------------------------------|
 HY2187| PID    Reference Object                     Distance      Geod. Az  |
 HY2187|                                                           dddmmss.s |
 HY2187| HY2222 G 141 USE 1976                      178.953 METERS 02653     |
 HY2187| HY2221 G 141 USE 1976 A PT                 175.398 METERS 02823     |
 HY2187| DB9238 EIGHTEEN RM 1                        19.407 METERS 10329     |
 HY2187| DB9239 EIGHTEEN RM 2                        10.796 METERS 19659     |
 HY2187| HY2186 EIGHTEEN AZ MK                      APPROX. 0.9 KM 2045801.9 |
 HY2187|---------------------------------------------------------------------|
 HY2187
 HY2187                          SUPERSEDED SURVEY CONTROL
 HY2187
 HY2187  NAD 83(1995)-  38 36 32.09462(N)    082 10 04.10146(W) AD(       ) 2
 HY2187  NAD 83(1986)-  38 36 32.09879(N)    082 10 04.10243(W) AD(       ) 2
 HY2187  NAD 27      -  38 36 31.79720(N)    082 10 04.57960(W) AD(       ) 2
 HY2187  NGVD 29 (07/19/86)  169.0    (m)          554.     (f) VERT ANG       
 HY2187
 HY2187.Superseded values are not recommended for survey control.
 HY2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2187.See file dsdata.txt to determine how the superseded data were derived.
 HY2187
 HY2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9832274025(NAD 83)
 HY2187_MARKER: DS = TRIANGULATION STATION DISK
 HY2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2187_SP_SET: CONCRETE POST
 HY2187_STAMPING: EIGHTEEN 1976
 HY2187_MARK LOGO: NGS   
 HY2187_PROJECTION: FLUSH
 HY2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2187+STABILITY: SURFACE MOTION
 HY2187
 HY2187  HISTORY     - Date     Condition        Report By
 HY2187  HISTORY     - 1976     MONUMENTED       NGS
 HY2187  HISTORY     - 1984     GOOD             NGS
 HY2187
 HY2187                          STATION DESCRIPTION
 HY2187
 HY2187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2187'STATION IS ABOUT 5 MILES SOUTH OF THE GALLIPOLIS LOCK AND
 HY2187'DAM, 1-1/2 MILES NORTH OF GLENWOOD, 1 MILE SOUTH OF ASHTON,
 HY2187'1/4 MILE EAST OF THE OHIO RIVER, ALONG THE WEST SIDE OF STATE
 HY2187'HIGHWAY 2 AND ON PROPERTY OWNED BY MR. KEN MARCUM, JR., WHO
 HY2187'LIVES 500 FEET EAST OF THE STATION.
 HY2187'
 HY2187'TO REACH THE STATION FROM THE POST OFFICE IN GLENWOOD, GO
 HY2187'NORTH ON STATE HIGHWAY 2 FOR 1.2 MILES TO THE AZIMUTH MARK
 HY2187'ON THE RIGHT.  COTINUE AHEAD ON HIGHWAY 2 FOR 0.45 MILE TO
 HY2187'THE STATION ON THE LEFT.
 HY2187'
 HY2187'STATION MARKS ARE STANDARD DISKS STAMPED---EIGHTEEN 1976---.
 HY2187'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HY2187'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 HY2187'82 FEET NORTH OF A DRIVEWAY TO THE FIELD, 38.5 FEET WEST
 HY2187'OF THE CENTER OF HIGHWAY 2 AND 3.9 FEET SOUTHWEST OF A METAL
 HY2187'WITNESS POST.
 HY2187'
 HY2187'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HY2187'36 INCHES BELOW THE GROUND.
 HY2187'
 HY2187'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---EIGHTEEN NO 1
 HY2187'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HY2187'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 HY2187'25 FEET EAST OF THE CENTER OF THE HIGHWAY AND 2.5 FEET SOUTH
 HY2187'OF A METAL WITNESS POST.  ABOUT THE SAME ELEVATION AS STATION.
 HY2187'
 HY2187'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---EIGHTEEN NO 2
 HY2187'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HY2187'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 45 FEET NORTH
 HY2187'OF THE DRIVEWAY, 38 FEET WEST OF THE CENTER OF THE HIGHWAY, AND
 HY2187'37 FEET SOUTH OF A METAL WITNESS POST.  ABOUT THE SAME
 HY2187'ELEVATION AS THE STATION.
 HY2187'
 HY2187'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED---EIGHTEEN
 HY2187'AZ 1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HY2187'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 24
 HY2187'FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 2, 23 FEET
 HY2187'NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD TRACKS AND
 HY2187'3 FEET EAST OF A WITNESS POST.
 HY2187'
 HY2187'G 141 USE IS A STANDARD U.S. ARMY CORPS OF ENGINEERS BENCH MARK
 HY2187'DISK STAMPED---G 141---, SET IN A CONCRETE POST THAT IS 8 INCHES
 HY2187'BELOW THE GROUND.  IT IS 20.3 FEET SOUTH OF A RAILROAD BRIDGE
 HY2187'ABUTMENT WITH A POP BOTTLE CAP NAILED TO IT AND 8 FEET EAST
 HY2187'OF THE EAST RAIL OF A RAILROAD TRACK.
 HY2187'
 HY2187'HEIGHT OF LIGHT ABOVE MARK WAS 01.8 METERS.
 HY2187'NO MEASUREMENT BETWEEN REFERENCE MARK 1 AND 2 DUE TO THE HEAVY
 HY2187'TRAFFIC ON THE HIGHWAY.
 HY2187
 HY2187                          STATION RECOVERY (1984)
 HY2187
 HY2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY2187'2.2 KM (1.35 MI) SOUTH FROM ASHTON.
 HY2187'2.2 KM (1.35 MI) SOUTH ALONG STATE HIGHWAY 2 FROM THE POST OFFICE IN
 HY2187'ASHTON TO THE MARK ON THE RIGHT, 10.82 METERS (35.5 FT) WEST OF THE
 HY2187'CENTERLINE OF THE HIGHWAY, 21.03 METERS (69.0 FT) NORTH OF THE
 HY2187'EXTENDED CENTER OF A GRAVEL ROAD CROSSING THE RAILROAD TRACKS,
 HY2187'19.20 METERS (63.0 FT) WEST AND ACROSS THE HIGHWAY FROM EIGHTEEN RM 1.
 HY2187'THE MARK IS 1.12 METERS  SW FROM A WITNESS POST.
 HY2187'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2186 ***********************************************************************
 HY2186  DESIGNATION -  EIGHTEEN AZ MK
 HY2186  PID         -  HY2186
 HY2186  STATE/COUNTY-  WV/MASON
 HY2186  USGS QUAD   -  GLENWOOD (1990)
 HY2186
 HY2186                         *CURRENT SURVEY CONTROL
 HY2186  ___________________________________________________________________
 HY2186* NAD 83(1995)-  38 36 05.07119(N)    082 10 20.12847(W)     ADJUSTED  
 HY2186* NAVD 88     -       169.211  (meters)     555.15   (feet)  ADJUSTED  
 HY2186  ___________________________________________________________________
 HY2186  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HY2186  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HY2186  DYNAMIC HT  -         169.100 (meters)     554.79  (feet)  COMP
 HY2186  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 HY2186
 HY2186  HORZ ORDER  -  SECOND
 HY2186  VERT ORDER  -  FIRST     CLASS II
 HY2186
 HY2186.The horizontal coordinates were established by classical geodetic methods
 HY2186.and adjusted by the National Geodetic Survey in April 1998..
 HY2186
 HY2186.The orthometric height was determined by differential leveling
 HY2186.and adjusted by the National Geodetic Survey in June 1991..
 HY2186
 HY2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2186
 HY2186.The geoid height was determined by GEOID03.
 HY2186
 HY2186.The dynamic height is computed by dividing the NAVD 88
 HY2186.geopotential number by the normal gravity value computed on the
 HY2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2186.degrees latitude (g = 980.6199 gals.).
 HY2186
 HY2186.The modeled gravity was interpolated from observed gravity values.
 HY2186
 HY2186;                    North         East     Units Scale Factor Converg.
 HY2186;SPC WV S     -   178,386.946   497,891.849   MT  0.99995210   -0 43 28.9
 HY2186;SPC OH S     -    66,817.337   628,550.472   MT  1.00002855   +0 12 28.7
 HY2186;UTM  17      - 4,273,197.533   397,923.486   MT  0.99972831   -0 43 53.2
 HY2186
 HY2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2186!SPC WV S     -   0.99997870  x   0.99995210  =   0.99993080
 HY2186!SPC OH S     -   0.99997870  x   1.00002855  =   1.00000724
 HY2186!UTM  17      -   0.99997870  x   0.99972831  =   0.99970701
 HY2186
 HY2186:                Primary Azimuth Mark                     Grid Az
 HY2186:SPC WV S     -  EIGHTEEN                                 025 41 20.7
 HY2186:SPC OH S     -  EIGHTEEN                                 024 45 23.1
 HY2186:UTM  17      -  EIGHTEEN                                 025 41 45.0
 HY2186
 HY2186|---------------------------------------------------------------------|
 HY2186| PID    Reference Object                     Distance      Geod. Az  |
 HY2186|                                                           dddmmss.s |
 HY2186| HY2187 EIGHTEEN                            APPROX. 0.9 KM 0245751.8 |
 HY2186|---------------------------------------------------------------------|
 HY2186
 HY2186                          SUPERSEDED SURVEY CONTROL
 HY2186
 HY2186  NAD 83(1995)-  38 36 05.07537(N)    082 10 20.13287(W) AD(       ) 2
 HY2186  NAD 83(1986)-  38 36 05.07947(N)    082 10 20.13395(W) AD(       ) 2
 HY2186  NAD 27      -  38 36 04.77759(N)    082 10 20.61068(W) AD(       ) 2
 HY2186  NGVD 29 (07/19/86)  169.4    (m)          556.     (f) VERT ANG       
 HY2186
 HY2186.Superseded values are not recommended for survey control.
 HY2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2186.See file dsdata.txt to determine how the superseded data were derived.
 HY2186
 HY2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9792373198(NAD 83)
 HY2186_MARKER: DR = REFERENCE MARK DISK
 HY2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2186_SP_SET: CONCRETE POST
 HY2186_STAMPING: EIGHTEEN AZ 1976
 HY2186_MARK LOGO: NGS   
 HY2186_PROJECTION: FLUSH
 HY2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2186+STABILITY: SURFACE MOTION
 HY2186
 HY2186  HISTORY     - Date     Condition        Report By
 HY2186  HISTORY     - 1976     MONUMENTED       NGS
 HY2186  HISTORY     - 1984     GOOD             NGS
 HY2186
 HY2186                          STATION DESCRIPTION
 HY2186
 HY2186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2186'AN EDM TRAVERSE TIE WAS MADE FROM EIGHTEEN 1976.
 HY2186
 HY2186                          STATION RECOVERY (1984)
 HY2186
 HY2186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY2186'3.1 KM (1.95 MI) SOUTH FROM ASHTON.
 HY2186'3.1 KM (1.95 MI) SOUTH ALONG STATE HIGHWAY 2 FROM THE POST OFFICE IN
 HY2186'ASHTON TO THE MARK ON THE LEFT, 7.46 METERS (24.5 FT) SOUTHEAST OF THE
 HY2186'CENTERLINE OF THE HIGHWAY, 27.43 METERS (90.0 FT) NORTHEAST OF THE
 HY2186'CENTER OF A GRAVEL DRIVE LEADING SOUTHEAST, 7.10 METERS (23.3 FT)
 HY2186'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS.
 HY2186'THE MARK IS 0.73 METERS  E FROM A WITNESS POST.
 HY2186'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9288 ***********************************************************************
 AA9288  PACS        -  This is a Primary Airport Control Station.
 AA9288  DESIGNATION -  EKN C
 AA9288  PID         -  AA9288
 AA9288  STATE/COUNTY-  WV/RANDOLPH
 AA9288  USGS QUAD   -  ELKINS (1995)
 AA9288
 AA9288                         *CURRENT SURVEY CONTROL
 AA9288  ___________________________________________________________________
 AA9288* NAD 83(1995)-  38 53 07.31054(N)    079 51 09.67677(W)     ADJUSTED  
 AA9288* NAVD 88     -       603.21   (meters)    1979.0    (feet)  GPS OBS   
 AA9288  ___________________________________________________________________
 AA9288  X           -     875,924.855 (meters)                     COMP
 AA9288  Y           -  -4,894,003.454 (meters)                     COMP
 AA9288  Z           -   3,982,778.083 (meters)                     COMP
 AA9288  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 AA9288  ELLIP HEIGHT-         572.21  (meters)          (09/26/01) GPS OBS
 AA9288  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 AA9288
 AA9288  HORZ ORDER  -  B
 AA9288  ELLP ORDER  -  FOURTH    CLASS II
 AA9288
 AA9288.This mark is at Elkins-Randolph Co-Jennings Randolph Fld Airport (EKN)
 AA9288
 AA9288.The horizontal coordinates were established by GPS observations
 AA9288.and adjusted by the National Geodetic Survey in November 1995..
 AA9288
 AA9288.The orthometric height was determined by GPS observations and a
 AA9288.high-resolution geoid model.
 AA9288
 AA9288.GPS derived orthometric heights for airport stations designated as
 AA9288.PACS or SACS are published to 2 decimal places.  This maintains
 AA9288.centimeter relative accuracy between the PACS and SACS.  It does
 AA9288.not indicate centimeter accuracy relative to other marks which are
 AA9288.part of the NAVD 88 network.
 AA9288
 AA9288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9288
 AA9288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9288
 AA9288.The ellipsoidal height was determined by GPS observations
 AA9288.and is referenced to NAD 83.
 AA9288
 AA9288.The geoid height was determined by GEOID03.
 AA9288
 AA9288;                    North         East     Units Scale Factor Converg.
 AA9288;SPC WV S     -   209,878.581   699,545.189   MT  1.00000043   +0 42 33.3
 AA9288;UTM  17      - 4,304,680.924   599,509.294   MT  0.99972193   +0 43 13.1
 AA9288
 AA9288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9288!SPC WV S     -   0.99991023  x   1.00000043  =   0.99991066
 AA9288!UTM  17      -   0.99991023  x   0.99972193  =   0.99963218
 AA9288
 AA9288                          SUPERSEDED SURVEY CONTROL
 AA9288
 AA9288  ELLIP H (12/04/95)  572.30   (m)                       GP(       ) 4 1
 AA9288  ELLIP H (11/22/95)  572.30   (m)                       GP(       ) 1 1
 AA9288
 AA9288.Superseded values are not recommended for survey control.
 AA9288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9288.See file dsdata.txt to determine how the superseded data were derived.
 AA9288
 AA9288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9950904681(NAD 83)
 AA9288_MARKER: I = METAL ROD
 AA9288_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9288_STAMPING: EKN C 1994
 AA9288_MARK LOGO: NGS   
 AA9288_PROJECTION: FLUSH
 AA9288_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9288+SATELLITE: SATELLITE OBSERVATIONS - July 04, 1996
 AA9288_ROD/PIPE-DEPTH: 4.3  meters
 AA9288_SLEEVE-DEPTH  : 1.0 meters
 AA9288
 AA9288  HISTORY     - Date     Condition        Report By
 AA9288  HISTORY     - 1994     MONUMENTED       NGS
 AA9288  HISTORY     - 19940922 GOOD             NGS
 AA9288  HISTORY     - 19950727 GOOD             NGS
 AA9288  HISTORY     - 19960704 GOOD             NGS
 AA9288
 AA9288                          STATION DESCRIPTION
 AA9288
 AA9288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9288'THIS STATION IS LOCATED 2 MI (3.2 KM) SOUTH OF THE CITY OF ELKINS IN
 AA9288'THE STATE OF WEST VIRGINIA ON THE ELKINS-RANDOLPH COUNTY AIRPORT, IN
 AA9288'THE SOUTHEAST SECTION OF THE AIRPORT, NEAR RUNWAY END 32.
 AA9288' 
 AA9288'TO REACH THIS STATION FROM THE TERMINAL BUILDING, ENTER THE AIRPORT
 AA9288'ACCESS ROAD LOCATED ADJACENT TO THE SOUTHWEST SIDE OF THE TERMINAL
 AA9288'BUILDING.  PROCEED 100 FT (30.5 M) STREIGHT (NORTHWEST) ON THE ACCESS
 AA9288'ROAD TO THE NORTHWEST END OF THE BUILDING, TURN RIGHT (NORTHEAST) ON
 AA9288'THE ACCESS ROAD AND CONTINUE FOR 0.1 MI (0.2 KM) TO THE TAXIWAY. TURN
 AA9288'RIGHT (SOUTHEAST) ON THE PARALLEL TAXIWAY AND CONTINUE FOR 0.25 MI
 AA9288'(0.40 KM) TO WHERE THE TAXIWAY CURVES TO THE LEFT (NORTHEAST) AND THE
 AA9288'STATION LOCATED 80 FEET (24.4 M) FROM THE LEFT EDGE OF THE TAXIWAY.
 AA9288' 
 AA9288'THE STATION IS LOCATED 389.5 FT (118.7 M) WEST-NORTHWEST FROM THE
 AA9288'WEST-NORTHWEST CORNER OF THE ELKINS PILOTS CLUB BUILDING, 305.2 FT
 AA9288'(93.0 M) EAST OF THE EAST CORNER OF THE FAA BUILDING, 105.0 FT (32.0
 AA9288'M) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY, AND 80.0 FT (24.4 M)
 AA9288'NORTH OF THE NORTHERN EDGE OF THE TAXIWAY AT THE CURVE.
 AA9288' 
 AA9288'FOR ACCESS TO THE AIRPORT CONTACT MR.  JOHN LOFTIS, AIRPORT MANAGER.
 AA9288'ADDRESS-RT 1 BOX 271-1, ELKINS, WEST VIRGINIA, 26241.  PHONE- (304)
 AA9288'636-2726.
 AA9288' 
 AA9288'DESCRIBED BY KRN.
 AA9288
 AA9288                          STATION RECOVERY (1995)
 AA9288
 AA9288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AA9288'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF ELKINS, ON THE
 AA9288'ELKINS-RANDOLPH COUNTY AIRPORT, IN THE SOUTHEAST SECTION OF THE
 AA9288'AIRPORT, NEAR RUNWAY END 32.  FOR ACCESS TO THE AIRPORT CONTACT MR.
 AA9288'JOHN LOFTIS, AIRPORT MANAGER, RT 1 BOX 271-1, ELKINS WV 26241, PHONE
 AA9288'304-636-2726.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS
 AA9288'219, 250 AND 33 ON THE SOUTH SIDE OF ELKINS, GO SOUTH ON HIGHWAYS 219
 AA9288'AND 250 FOR 1.95 MI (3.14 KM) TO A PAVED ROAD ON THE RIGHT.  TURN
 AA9288'RIGHT ON COUNTRY CLUB ROAD AND GO WEST FOR 0.05 MI (0.08 KM), THEN
 AA9288'SOUTH-SOUTHWEST FOR 0.55 MI (0.89 KM) TO A PAVED ROAD ON THE RIGHT.
 AA9288'TURN RIGHT AND GO NORTHWEST ON THE PAVED ROAD FOR 0.35 MI (0.56 KM) TO
 AA9288'THE TERMINAL BUILDING.  FROM THE TERMINAL BUILDING ENTER AIRPORT
 AA9288'ACCESS ROAD LOCATED ADJACENT TO THE SOUTHWEST SIDE OF THE TERMINAL
 AA9288'BUILDING.  PROCEED 100 FT (30.5 M) STRAIGHT (NORTHWEST) ON THE ACCESS
 AA9288'ROAD TO THE NORTHWEST END OF THE BUILDING.  TURN RIGHT AND GO
 AA9288'NORTHEAST ON THE ACCESS ROAD AND CONTINUE FOR 0.1 MI (0.2 KM) TO THE
 AA9288'TAXIWAY.  TURN RIGHT AND GO SOUTHEAST ON THE PARALLEL TAXIWAY AND
 AA9288'CONTINUE FOR 0.25 MI (0.40 KM) TO WHERE THE TAXIWAY CURVES TO THE LEFT
 AA9288'(NORTHEAST) AND THE STATION, 80 FT (24.4 M) FROM THE LEFT EDGE OF THE
 AA9288'TAXIWAY.  LOCATED 118.7 M (389.4 FT) WEST-NORTHWEST FROM THE
 AA9288'WEST-NORTHWEST CORNER OF THE ELKINS PILOTS CLUB BUILDING, 93.0 M
 AA9288'(305.1 FT) EAST OF THE EAST CORNER OF THE FAA BUILDING, 32.0 M (105.0
 AA9288'FT) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY AND 24.4 M (80.1 FT)
 AA9288'NORTH OF THE NORTHERN EDGE OF THE TAXIWAY AT THE CURVE. ROD IS
 AA9288'RECESSED 8 CM BELOW GROUND.  NOTE--THIS STATION WAS USED AS AN AREA
 AA9288'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AA9288
 AA9288                          STATION RECOVERY (1996)
 AA9288
 AA9288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AA9288'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF ELKINS, ON THE
 AA9288'ELKINS-RANDOLPH COUNTY AIRPORT, IN THE SOUTHEAST SECTION OF THE
 AA9288'AIRPORT, NEAR RUNWAY END 32.  FOR ACCESS TO THE AIRPORT CONTACT MR.
 AA9288'DON MYERS, AIRPORT MANAGER, RT 1 BOX 271-1, ELKINS WV 26241, PHONE
 AA9288'304-636-2726.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS
 AA9288'219, 250 AND 33 ON THE SOUTH SIDE OF ELKINS, GO SOUTH ON HIGHWAYS 219
 AA9288'AND 250 FOR 1.95 MI (3.14 KM) TO A PAVED ROAD ON THE RIGHT.  TURN
 AA9288'RIGHT ON COUNTRY CLUB ROAD AND GO WEST FOR 0.05 MI (0.08 KM) , THEN
 AA9288'SOUTH-SOUTHWEST FOR 0.55 MI (0.89 KM) TO A PAVED ROAD ON THE RIGHT.
 AA9288'TURN RIGHT AND GO NORTHWEST ON THE PAVED ROAD FOR 0.35 MI (0.56 KM) TO
 AA9288'THE TERMINAL BUILDING.  FROM THE TERMINAL BUILDING ENTER AIRPORT
 AA9288'ACCESS ROAD LOCATED ADJACENT TO THE SOUTHWEST SIDE OF THE TERMINAL
 AA9288'BUILDING.  PROCEED 100 FT (30.5 M) STRAIGHT (NORTHWEST) ON THE ACCESS
 AA9288'ROAD TO THE NORTHWEST END OF THE BUILDING.  TURN RIGHT AND GO
 AA9288'NORTHEAST ON THE ACCESS ROAD AND CONTINUE FOR 0.1 MI (0.2 KM) TO THE
 AA9288'TAXIWAY.  TURN RIGHT AND GO SOUTHEAST ON THE PARALLEL TAXIWAY AND
 AA9288'CONTINUE FOR 0.25 MI (0.40 KM) TO WHERE THE TAXIWAY CURVES TO THE LEFT
 AA9288'(NORTHEAST) AND THE STATION, 80 FT (24.4 M) FROM THE LEFT EDGE OF THE
 AA9288'TAXIWAY.  LOCATED 118.7 M (389.4 FT) WEST-NORTHWEST FROM THE
 AA9288'WEST-NORTHWEST CORNER OF THE ELKINS PILOTS CLUB BUILDING, 93.0 M
 AA9288'(305.1 FT) EAST OF THE EAST CORNER OF THE FAA BUILDING, 32.0 M (105.0
 AA9288'FT) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY AND 24.4 M (80.1 FT)
 AA9288'NORTH OF THE NORTHERN EDGE OF THE TAXIWAY AT THE CURVE. ROD IS
 AA9288'RECESSED 8 CM BELOW GROUND.  NOTE--THIS STATION WAS USED AS AN AREA
 AA9288'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0997 ***********************************************************************
 JX0997  DESIGNATION -  ELIZABETH
 JX0997  PID         -  JX0997
 JX0997  STATE/COUNTY-  WV/WIRT
 JX0997  USGS QUAD   -  ELIZABETH (1975)
 JX0997
 JX0997                         *CURRENT SURVEY CONTROL
 JX0997  ___________________________________________________________________
 JX0997* NAD 83(1986)-  39 03 48.     (N)    081 23 42.     (W)     SCALED    
 JX0997* NAVD 88     -       196.718  (meters)     645.40   (feet)  ADJUSTED  
 JX0997  ___________________________________________________________________
 JX0997  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JX0997  DYNAMIC HT  -         196.592 (meters)     644.99  (feet)  COMP
 JX0997  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JX0997
 JX0997  VERT ORDER  -  SECOND    CLASS 0
 JX0997
 JX0997.The horizontal coordinates were scaled from a topographic map and have
 JX0997.an estimated accuracy of +/- 6 seconds.
 JX0997
 JX0997.The orthometric height was determined by differential leveling
 JX0997.and adjusted by the National Geodetic Survey in June 1991..
 JX0997
 JX0997.The geoid height was determined by GEOID03.
 JX0997
 JX0997.The dynamic height is computed by dividing the NAVD 88
 JX0997.geopotential number by the normal gravity value computed on the
 JX0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0997.degrees latitude (g = 980.6199 gals.).
 JX0997
 JX0997.The modeled gravity was interpolated from observed gravity values.
 JX0997
 JX0997;                    North         East    Units  Estimated Accuracy
 JX0997;SPC WV N     -    64,270.      436,000.      MT  (+/- 180 meters Scaled)
 JX0997
 JX0997                          SUPERSEDED SURVEY CONTROL
 JX0997
 JX0997  NGVD 29 (??/??/92)  196.893  (m)          645.97   (f) ADJ UNCH    2 0
 JX0997
 JX0997.Superseded values are not recommended for survey control.
 JX0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0997.See file dsdata.txt to determine how the superseded data were derived.
 JX0997
 JX0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD658238(NAD 83)
 JX0997_MARKER: DB = BENCH MARK DISK
 JX0997_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0997_SP_SET: BUILDING
 JX0997_STAMPING: ELIZABETH 1933
 JX0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0997
 JX0997  HISTORY     - Date     Condition        Report By
 JX0997  HISTORY     - 1933     MONUMENTED       CGS
 JX0997  HISTORY     - 1956     GOOD             NGS
 JX0997
 JX0997                          STATION DESCRIPTION
 JX0997
 JX0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX0997'AT ELIZABETH.
 JX0997'AT ELIZABETH, ACROSS STREET FROM THE WEST CORNER OF COURT
 JX0997'HOUSE SQUARE, SET VERTICALLY IN THE NORTHWEST FACE OF THE 1-STORY
 JX0997'WIRT COUNTY BANK BUILDING, 11.5 FEET NORTHEAST OF WEST CORNER
 JX0997'OF BANK BUILDING, 20 FEET SOUTHEAST OF CENTER LINE OF STATE HIGHWAY
 JX0997'14 AND 2.1 FEET ABOVE LEVEL OF SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3429 ***********************************************************************
 HW3429  DESIGNATION -  ELK
 HW3429  PID         -  HW3429
 HW3429  STATE/COUNTY-  WV/HARDY
 HW3429  USGS QUAD   -  PETERSBURG EAST (1981)
 HW3429
 HW3429                         *CURRENT SURVEY CONTROL
 HW3429  ___________________________________________________________________
 HW3429* NAD 83(1995)-  38 55 43.68861(N)    079 02 44.97313(W)     ADJUSTED  
 HW3429* NAVD 88     -       919.5    (meters)    3017.     (feet)  VERTCON   
 HW3429  ___________________________________________________________________
 HW3429  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 HW3429  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HW3429
 HW3429  HORZ ORDER  -  SECOND
 HW3429
 HW3429.The horizontal coordinates were established by classical geodetic methods
 HW3429.and adjusted by the National Geodetic Survey in April 1998..
 HW3429
 HW3429.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3429
 HW3429.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3429
 HW3429.The geoid height was determined by GEOID03.
 HW3429
 HW3429;                    North         East     Units Scale Factor Converg.
 HW3429;SPC WV N     -    47,704.184   639,383.263   MT  1.00001422   +0 17 22.8
 HW3429;UTM  17      - 4,310,691.278   669,391.802   MT  0.99995333   +1 13 41.5
 HW3429
 HW3429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3429!SPC WV N     -   0.99986077  x   1.00001422  =   0.99987499
 HW3429!UTM  17      -   0.99986077  x   0.99995333  =   0.99981411
 HW3429
 HW3429|---------------------------------------------------------------------|
 HW3429| PID    Reference Object                     Distance      Geod. Az  |
 HW3429|                                                           dddmmss.s |
 HW3429| HW3430 ELKHORN LOOKOUT TOWER 1956           10.220 METERS 03713     |
 HW3429| HW3424 AIRWAY BEACON 31                    APPROX.13.3 KM 0631831.0 |
 HW3429| DC3308 ELK AZ MK                                          1823015.5 |
 HW3429| DC3309 ELK RM 1                             10.888 METERS 22238     |
 HW3429| HW3426 PETERSBURG MUNICIPAL STANDPIPE      APPROX.10.4 KM 3185219.6 |
 HW3429| DC3310 ELK RM 2                             15.157 METERS 34623     |
 HW3429|---------------------------------------------------------------------|
 HW3429
 HW3429                          SUPERSEDED SURVEY CONTROL
 HW3429
 HW3429  NAD 83(1995)-  38 55 43.69134(N)    079 02 44.98155(W) AD(       ) 2
 HW3429  NAD 83(1986)-  38 55 43.69277(N)    079 02 44.98206(W) AD(       ) 2
 HW3429  NAD 27      -  38 55 43.29280(N)    079 02 45.86630(W) AD(       ) 2
 HW3429  NGVD 29 (07/19/86)  919.6    (m)         3017.     (f) VERT ANG       
 HW3429
 HW3429.Superseded values are not recommended for survey control.
 HW3429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3429.See file dsdata.txt to determine how the superseded data were derived.
 HW3429
 HW3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6939210691(NAD 83)
 HW3429_MARKER: DS = TRIANGULATION STATION DISK
 HW3429_SETTING: 80 = SET IN A BOULDER
 HW3429_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3429
 HW3429  HISTORY     - Date     Condition        Report By
 HW3429  HISTORY     - 1956     MONUMENTED       CGS
 HW3429  HISTORY     - 1973     GOOD             NGS
 HW3429
 HW3429                          STATION DESCRIPTION
 HW3429
 HW3429'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3429'THE STATION IS LOCATED NEAR THE LOOKOUT TOWER ON THE SUMMIT OF
 HW3429'ELKHORN MOUNTAIN, AIRLINE
 HW3429'ABOUT 6 MILES SOUTHEAST OF PETERSBURG, 10 MILES SOUTH-SOUTHWEST OF
 HW3429'WEST-NORTHWEST OF MATHIAS.
 HW3429'
 HW3429'TO REACH THE STATION FROM THE POST OFFICE IN PETERSBURG GO WEST 0.05
 HW3429'MILE TO AN INTERSECTION.
 HW3429'TURN LEFT ON U. S. HIGHWAY 220 AND GO SOUTH 0.65 MILE TO A SIDE ROAD
 HW3429'ON THE LEFT.  TURN LEFT AND GO
 HW3429'SOUTH AND SOUTHEAST 4.1 MILES TO A SCHOOL AND A SIDE ROAD
 HW3429'ON THE LEFT.  TURN LEFT AS PER SIGN SPRING RUN
 HW3429'TROUT HATCHERY 2 MILES AND GO SOUTHEAST
 HW3429'2.0 MILES TO THE HATCHERY ON THE RIGHT AND A FORK AT THE
 HW3429'SOUTHEAST SIDE OF THE HATCHERY.  TAKE
 HW3429'THE LEFT FORK AND GO SOUTHEAST AND EAST 2.3 MILES TO A FORK.  TAKE
 HW3429'THE LEFT FORK, PASS THROUGH A GATE,
 HW3429'AND GO EAST AND SOUTHEAST 0.25 MILE TO A GATE.  PASS THROUGH THE
 HW3429'GATE AND GO EAST AND NORTHEAST 0.4 MILE
 HW3429'TO A GATE.  PASS THROUGH THE GATE AND GO
 HW3429'NORTHEAST AND NORTH 0.45 MILE TO A CAIRN AND THE AZIMUTH
 HW3429'MARK ON THE RIGHT.  KEEP
 HW3429'STRAIGHT AHEAD AND GO NORTH, WEST, AND SOUTHWEST TO THE TOP OF THE
 HW3429'MOUNTAIN, THE LOOKOUT TOWER AND THE STATION.
 HW3429'
 HW3429'THE STATION MARK IS A STANDARD DISK STAMPED ELK 1956 CEMENTED IN A
 HW3429'DRILL HOLE IN THE TOP OF A
 HW3429'BOULDER THAT PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 25 FEET
 HW3429'SOUTHEAST OF THE SOUTH LEG OF THE LOOKOUT TOWER.
 HW3429'
 HW3429'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ELK NO 1 1956
 HW3429'CEMENTED IN A DRILL HOLE IN
 HW3429'THE TOP OF A BOULDER THAT PROJECTS 2 FEET ABOVE THE GROUND.  IT IS 1
 HW3429'FOOT LOWER THAN THE STATION.
 HW3429'
 HW3429'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ELK NO 2 1956
 HW3429'CEMENTED IN A DRILL HOLE IN
 HW3429'THE TOP OF A BOULDER THAT PROJECTS 4 FEET ABOVE THE GROUND.  IT IS 5
 HW3429'FEET LOWER THAN THE STATION.
 HW3429'
 HW3429'THE LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE ABOUT 60 FEET IN
 HW3429'HEIGHT WITH AN 8-FOOT SQUARE
 HW3429'BUILDING ON ITS TOP.  IT IS BUILT ON GROUND THAT IS ABOUT THE SAME
 HW3429'ELEVATION AS THE STATION.
 HW3429'
 HW3429'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF THE ROAD LEADING TO
 HW3429'THE STATION AND IS A
 HW3429'STANDARD DISK STAMPED ELK 1956 CEMENTED IN A DRILL HOLE IN THE TOP OF
 HW3429'A BOULDER THAT PROJECTS 1
 HW3429'FOOT ABOVE THE GROUND.  IT IS 8 FEET EAST OF THE CENTERLINE OF
 HW3429'THE ROAD, 21 FEET WEST OF A FENCE LINE, 18
 HW3429'FEET SOUTHWEST OF A TRIANGULAR BLAZED 2-FOOT
 HW3429'OAK TREE, AND 2 FEET NORTHWEST OF A 2-FOOT CAIRN.
 HW3429
 HW3429                          STATION RECOVERY (1973)
 HW3429
 HW3429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (VDN)
 HW3429'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 HW3429'AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED IN 1956.
 HW3429'
 HW3429'THE STATION IS ON PROPERTY OWNED BY MR. JOSEPH P. GRACE, JR..  GRACE
 HW3429'PLAZA.  1114 AVENUE OF THE AMERICAS.  NEW YORK, N.Y. 10036.
 HW3429'PERMISSION WAS GRANTED BY MR. JOHN J. BARRON WHO IS THE TRUSTEE AT
 HW3429'THE SAME ADDRESS.  PERMISSION WILL NOT HAVE TO
 HW3429'BE OBTAINED AGAIN.
 HW3429'
 HW3429'TO REACH THE STATION FROM THE POST OFFICE IN PETERSBURG, GO SOUTH
 HW3429'FOLLOWING U.S. HIGHWAY 220 FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN
 HW3429'LEFT, GO SOUTH AND SOUTHEAST FOLLOWING PAVED ROAD FOR 4.0 MILES TO
 HW3429'A SIDE ROAD LEFT AND SIGN SPRING RUN TROUT HATCHERY 2 MILES AND
 HW3429'SCHOOL HOUSE ON THE LEFT.  TURN LEFT, GO SOUTHEASTERLY FOLLOWING
 HW3429'PAVED ROAD FOR 2.0 MILES TO SOUTHEAST CORNER OF HATCHERY AND FORK.
 HW3429'TAKE LEFT FORK, GO 2.3 MILES TO A CATTLE GUARD AND A GATE ON THE
 HW3429'LEFT.  TURN LEFT PASSING THROUGH GATE, FOLLOWING DIRT ROAD FOR
 HW3429'0.25 MILE TO A GATE.  PASS THROUGH GATE, FOLLOW DIRT ROAD FOR
 HW3429'0.4 MILE TO A GATE.  PASS THROUGH GATE AND FOLLOW DIRT ROAD FOR
 HW3429'0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 HW3429'STRAIGHT AHEAD FOLLOWING DIRT ROAD UPHILL FOR 2.0 MILES TO THE
 HW3429'LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 HW3429'
 HW3429'NOTE--YOU MAY NEED A 4WD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3014 ***********************************************************************
 HX3014  DESIGNATION -  ELK
 HX3014  PID         -  HX3014
 HX3014  STATE/COUNTY-  WV/NICHOLAS
 HX3014  USGS QUAD   -  LOCKWOOD (1976)
 HX3014
 HX3014                         *CURRENT SURVEY CONTROL
 HX3014  ___________________________________________________________________
 HX3014* NAD 83(1995)-  38 15 31.11732(N)    081 05 03.09321(W)     ADJUSTED  
 HX3014* NAVD 88     -       671.1    (meters)    2202.     (feet)  VERTCON   
 HX3014  ___________________________________________________________________
 HX3014  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 HX3014  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HX3014
 HX3014  HORZ ORDER  -  SECOND
 HX3014
 HX3014.The horizontal coordinates were established by classical geodetic methods
 HX3014.and adjusted by the National Geodetic Survey in April 1998..
 HX3014
 HX3014.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3014
 HX3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3014
 HX3014.The geoid height was determined by GEOID03.
 HX3014
 HX3014;                    North         East     Units Scale Factor Converg.
 HX3014;SPC WV S     -   139,698.470   592,631.750   MT  0.99992651   -0 03 07.4
 HX3014;UTM  17      - 4,234,516.060   492,634.155   MT  0.99960067   -0 03 07.7
 HX3014
 HX3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3014!SPC WV S     -   0.99989971  x   0.99992651  =   0.99982623
 HX3014!UTM  17      -   0.99989971  x   0.99960067  =   0.99950042
 HX3014
 HX3014:                Primary Azimuth Mark                     Grid Az
 HX3014:SPC WV S     -  ELK AZ MK                                089 57 52.8
 HX3014:UTM  17      -  ELK AZ MK                                089 57 53.1
 HX3014
 HX3014|---------------------------------------------------------------------|
 HX3014| PID    Reference Object                     Distance      Geod. Az  |
 HX3014|                                                           dddmmss.s |
 HX3014| DC3311 ELK AZ MK                                          0895445.4 |
 HX3014| DC3313 ELK RM 2                             12.388 METERS 15428     |
 HX3014| DC3312 ELK RM 1                             13.178 METERS 23433     |
 HX3014|---------------------------------------------------------------------|
 HX3014
 HX3014                          SUPERSEDED SURVEY CONTROL
 HX3014
 HX3014  NAD 83(1986)-  38 15 31.12650(N)    081 05 03.10252(W) AD(       ) 2
 HX3014  NAD 27      -  38 15 30.74340(N)    081 05 03.72770(W) AD(       ) 2
 HX3014  NGVD 29 (07/19/86)  671.3    (m)         2202.     (f) VERT ANG       
 HX3014
 HX3014.Superseded values are not recommended for survey control.
 HX3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3014.See file dsdata.txt to determine how the superseded data were derived.
 HX3014
 HX3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC9263434516(NAD 83)
 HX3014_MARKER: DS = TRIANGULATION STATION DISK
 HX3014_SETTING: 66 = SET IN ROCK OUTCROP
 HX3014
 HX3014  HISTORY     - Date     Condition        Report By
 HX3014  HISTORY     - 1961     MONUMENTED       CGS
 HX3014
 HX3014                          STATION DESCRIPTION
 HX3014
 HX3014'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX3014'STATION IS LOCATED ON BIG ELK KNOB, ON THE SUMMIT OF A ROCK COVERED
 HX3014'POINT BETWEEN
 HX3014'UPPER AND LOWER ELK HOLLOW.  IT IS ABOUT 1 MILE SOUTH FROM
 HX3014'THE HEAD OF LITTLE ELK CREEK,
 HX3014'ABOUT 5 MILES WEST OF DRENNEN, ABOUT 4 MILES
 HX3014'SOUTHEAST OF VAUGHAN AND ABOUT 11-1/2 MILES
 HX3014'SOUTHWEST OF SUMMERSVILLE.  IT IS
 HX3014'11 FEET NORTHEAST OF AN 18 INCH TREE WITH WITNESS SIGN, 10
 HX3014'FEET SOUTHEAST OF A 14
 HX3014'INCH OAK TREE WITH TRIANGLE BLAZE AND 9 FEET SOUTHWEST OF A 10 INCH
 HX3014'OAK TREE.  STATION IS
 HX3014'MARKED BY A STANDARD DISK CEMENTED FLUSH IN DRILLHOLE
 HX3014'IN OUTCROPPING ROCK AND THE DISK IS
 HX3014'STAMPED ELK 1961.
 HX3014'
 HX3014'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF US
 HX3014'HIGHWAY NO. 19 AND
 HX3014'STATE HIGHWAY NO. 39 AND 41 IN SUMMERSVILLE, GO WEST
 HX3014'ON STATE HIGHWAY NO. 39 FOR 11.5
 HX3014'MILES TO SMALL POST OFFICE IN THE VILLAGE
 HX3014'OF DRENNEN, CONTINUE WEST ON HIGHWAY FOR 5.1 MILES
 HX3014'TO AZIMUTH MARK ON THE
 HX3014'RIGHT, CONTINUE WEST ON HIGHWAY FOR 1.0 TO THE SUMMIT OF LITTLE ELK
 HX3014'KNOB AND DRIVEWAY ON
 HX3014'THE LEFT, TURN SHARP LEFT AND GO EAST FOR 0.05 MILE AND END
 HX3014'OF TRUCK TRAVEL.  FROM END OF
 HX3014'TRUCK TRAVEL PACK NORTHWEST UP STEEP SLOPE
 HX3014'THROUGH FIELD TO FENCE LINE AT TRIANGLE BLAZE ON
 HX3014'POPLAR TREE, THEN WESTERLY
 HX3014'FOLLOWING BLAZES ON TREES UP HILL FOR ABOUT 1/4 MILE TO A TRIANGLE
 HX3014'BLAZE ON A LARGE MAPLE
 HX3014'TREE.  CONTINUE SOUTHERLY FOLLOWING BLAZES ON TREES FOR ABOUT
 HX3014'1/4 MILE TO TIMBERED HILL ON THE
 HX3014'RIGHT, CONTINUE SOUTH ON RIDGE DOWN GRADE
 HX3014'INTO SHALLOW SADDLE THEN SOUTH AND EAST FOLLOWING
 HX3014'BLAZES ON TREES UP STEEP
 HX3014'KNOB FOR ABOUT 1/2 MILE TO THE HIGHEST POINT OF SHARP ROCKY POINT
 HX3014'AND STATION AS DESCRIBED.
 HX3014'
 HX3014'AZIMUTH MARK IS 2 FEET SOUTH OF LYONSVILLE CITY LIMIT SIGN, 22 FEET
 HX3014'SOUTH OF THE
 HX3014'CENTERLINE OF HIGHWAY AND 15 FEET EAST OF THE EAST END OF
 HX3014'PARKING LOT.  IT IS MARKED BY A
 HX3014'STANDARD DISK CEMENTED IN THE TOP OF A 4
 HX3014'INCH ORANGEBURG PIPE THAT PROJECTS 1 INCH ABOVE
 HX3014'THE SURFACE OF THE GROUND
 HX3014'AND THE DISK IS STAMPED ELK 1961.
 HX3014'
 HX3014'REFERENCE MARK NO. 1 IS 5 FEET EAST OF AN 8 INCH TREE, 4 FEET NORTH
 HX3014'OF A 4 INCH OAK
 HX3014'TREE AND THE ROCK THAT THE DISK IS SET IN PROJECTS ABOUT
 HX3014'18 INCHES ON THE WEST SIDE.  IT IS
 HX3014'MARKED BY A STANDARD DISK CEMENTED IN
 HX3014'DRILLHOLE IN ROCK AND THE DISK IS STAMPED ELK NO 1 1961.
 HX3014'
 HX3014'REFERENCE MARK NO. 2 IS 6 FEET SOUTH OF A 4 INCH OAK TREE, 8 FEET
 HX3014'WEST OF AN 8 INCH
 HX3014'OAK TREE AND 8 FEET NORTH OF A 7 INCH TREE.  IT IS
 HX3014'MARKED BY A STANDARD DISK CEMENTED
 HX3014'IN DRILLHOLE OF OUTCROPPING ROCK AND
 HX3014'THE DISK IS STAMPED ELK NO 2 1961.
 HX3014'
 HX3014'HEIGHT OF STAND ABOVE STATION MARK - 1.83 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3055 ***********************************************************************
 HX3055  DESIGNATION -  ELK 1881
 HX3055  PID         -  HX3055
 HX3055  STATE/COUNTY-  WV/KANAWHA
 HX3055  USGS QUAD   -  CHARLESTON EAST (1976)
 HX3055
 HX3055                         *CURRENT SURVEY CONTROL
 HX3055  ___________________________________________________________________
 HX3055* NAD 83(1995)-  38 22 20.74890(N)    081 36 56.38002(W)     ADJUSTED  
 HX3055* NAVD 88     -       347.6    (meters)    1140.     (feet)  VERTCON   
 HX3055  ___________________________________________________________________
 HX3055  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 HX3055  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HX3055
 HX3055  HORZ ORDER  -  SECOND
 HX3055
 HX3055.The horizontal coordinates were established by classical geodetic methods
 HX3055.and adjusted by the National Geodetic Survey in April 1998..
 HX3055
 HX3055.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3055
 HX3055.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3055
 HX3055.The geoid height was determined by GEOID03.
 HX3055
 HX3055;                    North         East     Units Scale Factor Converg.
 HX3055;SPC WV S     -   152,503.484   546,203.693   MT  0.99993104   -0 22 50.2
 HX3055;UTM  17      - 4,247,317.611   446,220.867   MT  0.99963562   -0 22 55.9
 HX3055
 HX3055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3055!SPC WV S     -   0.99995065  x   0.99993104  =   0.99988169
 HX3055!UTM  17      -   0.99995065  x   0.99963562  =   0.99958628
 HX3055
 HX3055:                Primary Azimuth Mark                     Grid Az
 HX3055:SPC WV S     -  MARTIN 1881                              151 43 02.1
 HX3055:UTM  17      -  MARTIN 1881                              151 43 07.8
 HX3055
 HX3055|---------------------------------------------------------------------|
 HX3055| PID    Reference Object                     Distance      Geod. Az  |
 HX3055|                                                           dddmmss.s |
 HX3055| HX3048 MARTIN 1881                         APPROX. 1.9 KM 1512011.9 |
 HX3055| HX3060 CHARLESTON BAPTIST CHURCH           APPROX. 2.8 KM 2080258.9 |
 HX3055| HX3077 CHARLESTON CATHOLIC CHURCH          APPROX. 3.2 KM 2084437.2 |
 HX3055| HX3059 CHARLESTON SOUTH METH CHURCH        APPROX. 2.8 KM 2092113.2 |
 HX3055| HX3066 CHARLESTON OLD CAPITOL BELFRY       APPROX. 2.8 KM 2111820.4 |
 HX3055| HX3061 CHARLESTON FIRST BAPT CH SPIRE      APPROX. 2.5 KM 2141341.2 |
 HX3055| HX3076 CHARLESTON N METH CHURCH SPIRE      APPROX. 2.7 KM 2183123.5 |
 HX3055| HX3072 CHARLESTON COURTHOUSE SPIRE         APPROX. 3.1 KM 2203723.4 |
 HX3055|---------------------------------------------------------------------|
 HX3055
 HX3055                          SUPERSEDED SURVEY CONTROL
 HX3055
 HX3055  NAD 83(1995)-  38 22 20.75619(N)    081 36 56.38580(W) AD(       ) 2
 HX3055  NAD 83(1986)-  38 22 20.75712(N)    081 36 56.38646(W) AD(       ) 2
 HX3055  NAD 27      -  38 22 20.40300(N)    081 36 56.94500(W) AD(       ) 2
 HX3055  NGVD 29 (07/19/86)  347.8    (m)         1141.     (f) VERT ANG       
 HX3055
 HX3055.Superseded values are not recommended for survey control.
 HX3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3055.See file dsdata.txt to determine how the superseded data were derived.
 HX3055
 HX3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4622147318(NAD 83)
 HX3055_MARKER: N = NAIL
 HX3055_SETTING: 0 = UNSPECIFIED SETTING
 HX3055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX3055
 HX3055  HISTORY     - Date     Condition        Report By
 HX3055  HISTORY     - 1881     MONUMENTED       CGS
 HX3055  HISTORY     - 1939     MARK NOT FOUND   CGS
 HX3055
 HX3055                          STATION DESCRIPTION
 HX3055
 HX3055'DESCRIBED BY COAST AND GEODETIC SURVEY 1881 (ATM)
 HX3055'ABOUT 2 MILES FROM
 HX3055'CHARLESTON AND 1
 HX3055'MILE WEST OF ELK RIVER RIDGE EXTENDING WEST
 HX3055'FROM THE RIVER JUST NORTH OF
 HX3055'MAGAZINE CREEK.  THE STATION IS ON
 HX3055'LAND BELONGING TO THE BRIGHAM HEIRS AND IS
 HX3055'MARKED BY A NAIL IN
 HX3055'TOP OF A STAKE.  THE UNDERGROUND MARK IS AN EARTHENWARE
 HX3055'PYRAMID 2
 HX3055'FEET BELOW THE SURFACE.  FIVE STUMPS MARKED WITH NAILS ARE AT
 HX3055'THE FOLLOWING
 HX3055'DISTANCES AND MAGNETIC DIRECTIONS FROM THE STATION-
 HX3055'WHITE OAK STUMP WITH ONE NAIL,
 HX3055'5.82 METERS S. 74 DEG 43 MIN E., WHITE
 HX3055'OAK STUMP WITH ONE NAIL, 7.22 METERS S. 4 DEG 05
 HX3055'MIN W., CHESTNUT OAK
 HX3055'STUMP WITH TWO NAILS 7.41 METERS S. 57 DEG 20 MIN W., STUMP WITH
 HX3055'THREE NAILS 4.15
 HX3055'METERS N. 68 DEG 52 MIN W., AND A CHESTNUT OAK STUMP WITH
 HX3055'TWO NAILS, 7.22 METERS N. 23 DEG 18 MIN W.
 HX3055
 HX3055                          STATION RECOVERY (1939)
 HX3055
 HX3055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (AAA)
 HX3055'AN UNSUCCESSFUL ATTEMPT WAS MADE TO RECOVER STATION.  NO NATIVES
 HX3055'WERE CONTACTED
 HX3055'THAT KNEW OF ITS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2853 ***********************************************************************
 HX2853  DESIGNATION -  ELK 2 USFS 1961
 HX2853  PID         -  HX2853
 HX2853  STATE/COUNTY-  WV/RANDOLPH
 HX2853  USGS QUAD   -  VALLEY HEAD (1995)
 HX2853
 HX2853                         *CURRENT SURVEY CONTROL
 HX2853  ___________________________________________________________________
 HX2853* NAD 83(1995)-  38 30 10.93150(N)    080 06 14.06426(W)     ADJUSTED  
 HX2853* NAVD 88     -      1350.     (meters)    4429.     (feet)  SCALED    
 HX2853  ___________________________________________________________________
 HX2853  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 HX2853  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HX2853
 HX2853  HORZ ORDER  -  SECOND
 HX2853
 HX2853.The horizontal coordinates were established by classical geodetic methods
 HX2853.and adjusted by the National Geodetic Survey in April 1998..
 HX2853
 HX2853.The orthometric height was scaled from a topographic map.
 HX2853
 HX2853.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2853
 HX2853.The geoid height was determined by GEOID03.
 HX2853
 HX2853;                    North         East     Units Scale Factor Converg.
 HX2853;SPC WV S     -   167,199.638   678,159.590   MT  0.99994109   +0 33 14.3
 HX2853;UTM  17      - 4,262,010.768   578,134.870   MT  0.99967518   +0 33 28.4
 HX2853
 HX2853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2853!SPC WV S     -   0.99979302  x   0.99994109  =   0.99973412
 HX2853!UTM  17      -   0.99979302  x   0.99967518  =   0.99946827
 HX2853
 HX2853                          SUPERSEDED SURVEY CONTROL
 HX2853
 HX2853  NAD 83(1986)-  38 30 10.93648(N)    080 06 14.07672(W) AD(       ) 2
 HX2853  NAD 27      -  38 30 10.53000(N)    080 06 14.82590(W) AD(       ) 2
 HX2853
 HX2853.Superseded values are not recommended for survey control.
 HX2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2853.See file dsdata.txt to determine how the superseded data were derived.
 HX2853
 HX2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7813562011(NAD 83)
 HX2853_MARKER: DS = TRIANGULATION STATION DISK
 HX2853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2853+STABILITY: SURFACE MOTION
 HX2853
 HX2853  HISTORY     - Date     Condition        Report By
 HX2853  HISTORY     - 1961     MONUMENTED       USFS
 HX2853
 HX2853                          STATION DESCRIPTION
 HX2853
 HX2853'DESCRIBED BY US FOREST SERVICE 1961
 HX2853'STATION IS LOCATED ABOUT 6 MILES NORTH OF SLATYFORK, ABOUT 5 MILES
 HX2853'SOUTHWEST OF
 HX2853'VALLEY HEAD AND ABOUT 3 MILES WEST OF MINGO ON A LARGE SPRUCE
 HX2853'COVERED PEAK.
 HX2853'
 HX2853'TO REACH THE STATION FROM THE POST OFFICE IN VALLEY HEAD GO SOUTH ON
 HX2853'U.S. HIGHWAY 219
 HX2853'FOR 4.3 MILES TO A SIDE ROAD RIGHT BETWEEN AN AMOCO AND
 HX2853'AN ESSO SERVICE STATION IN THE
 HX2853'SMALL COMMUNITY OF MINGO.  TURN RIGHT ON
 HX2853'DIRT ROAD AND GO WEST FOR 0.4 MILE TO FORKS.
 HX2853'TAKE LEFT FORK DOWN HILL AND
 HX2853'ACROSS BRIDGE FOR 0.3 MILE TO A SIDE ROAD LEFT.  CONTINUE
 HX2853'STRAIGHT FOR 0.2 MILE
 HX2853'TO GATE.  PASS THROUGH GATE AND GO 0.5 MILE TO A HOUSE ON THE RIGHT.
 HX2853'CONTINUE ON DIRT ROAD
 HX2853'FOR 0.1 MILE TO A GATE, PASS THROUGH GATE AND CONTINUE
 HX2853'UP VALLEY FOR 0.1 MILE TO A SIDE ROAD
 HX2853'RIGHT.  TURN RIGHT AND GO 0.15 MILE
 HX2853'TO GATE AT A LARGE MEADOW AND END OF TRUCK TRAVEL.  FROM
 HX2853'THIS POINT IT IS ABOUT
 HX2853'2-1/2 HOURS PACK TO THE STATION.  FROM END OF TRUCK TRAVEL PACK
 HX2853'WESTERLY UP HILL THROUGH
 HX2853'MEADOW TO FENCE, CROSS FENCE AND GO ABOUT 30 FEET TO A STOCK
 HX2853'TRAIL.  TURN RIGHT ON STOCK TRAIL
 HX2853'AND PACK NORTHWEST AROUND SIDE OF HILL TO
 HX2853'A LARGE CHERRY TREE.  PACK WEST UP HILL TO TOP OF
 HX2853'RIDGE AND A FENCE.  PACK
 HX2853'ALONG FENCELINE AND THEN NORTH CROSSING FENCE FOLLOWING RIDGE TO TOP
 HX2853'OF WOODED HILL.
 HX2853'CONTINUE OFF HILL INTO SADDLE IN A NORTHWESTERLY DIRECTION.
 HX2853'FROM HERE PACK NORTHWESTERLY AND
 HX2853'NORTH AROUND EAST SIDE OF A HIGHER PEAK TO
 HX2853'A LOGGING ROAD.  TURN RIGHT ON LOGGING ROAD AND GO
 HX2853'NORTHWEST TO A SPRING.
 HX2853'CONTINUE AROUND EAST SIDE OF MOUNTAIN FOR A SHORT DISTANCE TO WHERE
 HX2853'THE TRAIL LEAVES THE
 HX2853'LOGGING ROAD AND GOES WEST UP HILL.  PACK UP HILL TO TOP
 HX2853'OF RIDGE AND BEAR RIGHT ALONG RIDGE
 HX2853'IN A NORTHWESTERLY DIRECTION FOR ABOUT
 HX2853'0.5 MILE TO HIGHEST POINT OF HILL AND STATION AS
 HX2853'DESCRIBED.  THE HIGHEST
 HX2853'PART OF THE HILL AROUND THE STATION AREA IS COVERED WITH A VERY
 HX2853'DENSE GROWTH OF SMALL SPRUCE.
 HX2853'ELK NO. 2 1505 1934 (USFS) IS A U.S. FOREST SERVICE DISK SET IN THE
 HX2853'END OF A ROUND
 HX2853'CONCRETE POST ABOUT 3 INCHES IN DIAMETER AND PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3346 ***********************************************************************
 GX3346  DESIGNATION -  ELK KNOB
 GX3346  PID         -  GX3346
 GX3346  STATE/COUNTY-  WV/SUMMERS
 GX3346  USGS QUAD   -  TALCOTT (1968)
 GX3346
 GX3346                         *CURRENT SURVEY CONTROL
 GX3346  ___________________________________________________________________
 GX3346* NAD 83(1995)-  37 43 28.65290(N)    080 46 54.31429(W)     ADJUSTED  
 GX3346* NAVD 88     -      1079.     (meters)    3540.     (feet)  SCALED    
 GX3346  ___________________________________________________________________
 GX3346  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 GX3346  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX3346
 GX3346  HORZ ORDER  -  SECOND
 GX3346
 GX3346.The horizontal coordinates were established by classical geodetic methods
 GX3346.and adjusted by the National Geodetic Survey in April 1998..
 GX3346
 GX3346.The orthometric height was scaled from a topographic map.
 GX3346
 GX3346.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3346
 GX3346.The geoid height was determined by GEOID03.
 GX3346
 GX3346;                    North         East     Units Scale Factor Converg.
 GX3346;SPC WV S     -    80,447.613   619,239.712   MT  0.99995768   +0 08 05.7
 GX3346;UTM  17      - 4,175,284.810   519,232.859   MT  0.99960456   +0 08 00.7
 GX3346
 GX3346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3346!SPC WV S     -   0.99983564  x   0.99995768  =   0.99979332
 GX3346!UTM  17      -   0.99983564  x   0.99960456  =   0.99944026
 GX3346
 GX3346|---------------------------------------------------------------------|
 GX3346| PID    Reference Object                     Distance      Geod. Az  |
 GX3346|                                                           dddmmss.s |
 GX3346| DC3315 ELK KNOB RM 1                         6.015 METERS 13844     |
 GX3346| DC3314 ELK KNOB AZ MK                                     2454844.0 |
 GX3346| DC3316 ELK KNOB RM 2                         6.596 METERS 26905     |
 GX3346|---------------------------------------------------------------------|
 GX3346
 GX3346                          SUPERSEDED SURVEY CONTROL
 GX3346
 GX3346  NAD 83(1986)-  37 43 28.66174(N)    080 46 54.31959(W) AD(       ) 2
 GX3346  NAD 27      -  37 43 28.23100(N)    080 46 55.01600(W) AD(       ) 2
 GX3346
 GX3346.Superseded values are not recommended for survey control.
 GX3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3346.See file dsdata.txt to determine how the superseded data were derived.
 GX3346
 GX3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB1923375285(NAD 83)
 GX3346_MARKER: DS = TRIANGULATION STATION DISK
 GX3346_SETTING: 80 = SET IN A BOULDER
 GX3346_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GX3346
 GX3346  HISTORY     - Date     Condition        Report By
 GX3346  HISTORY     - 1952     MONUMENTED       CGS
 GX3346
 GX3346                          STATION DESCRIPTION
 GX3346
 GX3346'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3346'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF HINTON ON A HIGH
 GX3346'FLAT TOPPED RIDGE OF THE KEENEY MOUNTAINS AND KNOWN LOCALLY AS ELK
 GX3346'KNOB.  THE STATION MARK IS SET IN A BOULDER FLUSH AND ABOUT 100 FEET
 GX3346'NORTHWEST OF THE HIGHEST POINT OF THE KNOB.  THE MARK IS 8 FEET
 GX3346'NORTHWEST OF A WITNESS POST AND IS STAMPED ELK KNOB 1952.
 GX3346'
 GX3346'REFERENCE MARK NO. 1 IS SET FLUSH IN A BOULDER PROJECTING 4 INCHES
 GX3346'ABOVE THE SURFACE.  IT IS STAMPED ELK KNOB NO 1 1952.
 GX3346'
 GX3346'REFERENCE MARK NO. 2 IS SET FLUSH IN A BOULDER PROJECTING 6 INCHES
 GX3346'ABOVE THE SURFACE.  IT IS STAMPED ELK KNOB NO 2 1952.
 GX3346'
 GX3346'THE AZIMUTH MARK IS SET IN A BOULDER FLUSH WITH THE SURFACE.  IT IS
 GX3346'NORTH OF A FENCELINE AND 1 FOOT SOUTH OF A WITNESS POST.  THE MARK
 GX3346'IS STAMPED ELK KNOB 1952.
 GX3346'
 GX3346'TO REACH THE STATION FROM THE COURT HOUSE IN HINTON, GO SOUTH ON
 GX3346'STATE ROUTE 3 FOR 0.4 MILE TO BRICK STREET LEFT, JUST BEFORE
 GX3346'CROSSING A CEMENT BRIDGE- TURN SHARP LEFT AND GO 150 FEET TO A BLACK
 GX3346'TOP ROAD (CAMON BAPTIST CHURCH ON RIGHT CORNER) LEADING RIGHT,
 GX3346'TURN RIGHT AS PER SIGN JUDSON 10 AND FOLLOW NARROW ROAD UPGRADE FOR
 GX3346'8.3 MILES TO A CROSSROADS- CONTINUE AHEAD FOR 1.2 MILES ON A DIRT
 GX3346'ROAD TO A Y-FORK, KEEP LEFT FORK FOR 0.9 MILE TO A GATE ON THE RIGHT,
 GX3346'TURN RIGHT INTO FARM YARD OF MR. PLUMLEY AND PASS HIS HOUSE ON THE
 GX3346'RIGHT- GO THROUGH A GATE AT THE EDGE OF FRONT YARD AND CONTINUE
 GX3346'AHEAD ON A FIELD ROAD FOR 0.1 MILE TO A BARN.  THE AZIMUTH MARK IS
 GX3346'150 FEET NORTH OF THIS BARN.  FROM THE BARN, FOLLOW FIELD ROAD FOR
 GX3346'0.3 MILE TO A GRASSY FIELD AND THE STATION AS DESCRIBED.
 GX3346'
 GX3346'THE STATION IS ON THE PROPERTY OF MR. PLUMLEY.
 GX3346'
 GX3346'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3085 ***********************************************************************
 HX3085  DESIGNATION -  ELKAN
 HX3085  PID         -  HX3085
 HX3085  STATE/COUNTY-  WV/KANAWHA
 HX3085  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3085
 HX3085                         *CURRENT SURVEY CONTROL
 HX3085  ___________________________________________________________________
 HX3085* NAD 83(1995)-  38 21 11.83591(N)    081 38 34.09227(W)     ADJUSTED  
 HX3085* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 HX3085  ___________________________________________________________________
 HX3085  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 HX3085  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HX3085
 HX3085  HORZ ORDER  -  SECOND
 HX3085
 HX3085.The horizontal coordinates were established by classical geodetic methods
 HX3085.and adjusted by the National Geodetic Survey in April 1998..
 HX3085
 HX3085.The orthometric height was scaled from a topographic map.
 HX3085
 HX3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3085
 HX3085.The geoid height was determined by GEOID03.
 HX3085
 HX3085;                    North         East     Units Scale Factor Converg.
 HX3085;SPC WV S     -   150,394.903   543,817.307   MT  0.99993000   -0 23 50.6
 HX3085;UTM  17      - 4,245,209.713   443,835.125   MT  0.99963885   -0 23 56.0
 HX3085
 HX3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3085!SPC WV S     -   0.99997556  x   0.99993000  =   0.99990556
 HX3085!UTM  17      -   0.99997556  x   0.99963885  =   0.99961442
 HX3085
 HX3085|---------------------------------------------------------------------|
 HX3085| PID    Reference Object                     Distance      Geod. Az  |
 HX3085|                                                           dddmmss.s |
 HX3085| DC3321 ELKAN RM 1                           16.331 METERS 05153     |
 HX3085| DC3320 ELKAN AZ MK                                        1382948.9 |
 HX3085| DC3322 ELKAN RM 2                           17.022 METERS 31002     |
 HX3085|---------------------------------------------------------------------|
 HX3085
 HX3085                          SUPERSEDED SURVEY CONTROL
 HX3085
 HX3085  NAD 83(1995)-  38 21 11.84305(N)    081 38 34.09747(W) AD(       ) 2
 HX3085  NAD 83(1986)-  38 21 11.84394(N)    081 38 34.09854(W) AD(       ) 2
 HX3085  NAD 27      -  38 21 11.49600(N)    081 38 34.65300(W) AD(       ) 2
 HX3085
 HX3085.Superseded values are not recommended for survey control.
 HX3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3085.See file dsdata.txt to determine how the superseded data were derived.
 HX3085
 HX3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4383545210(NAD 83)
 HX3085_MARKER: DS = TRIANGULATION STATION DISK
 HX3085_SETTING: 0 = UNSPECIFIED SETTING
 HX3085
 HX3085  HISTORY     - Date     Condition        Report By
 HX3085  HISTORY     - 1944     MONUMENTED       CGS
 HX3085  HISTORY     - 1958     SEE DESCRIPTION  USGS
 HX3085
 HX3085                          STATION DESCRIPTION
 HX3085
 HX3085'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3085'STATION IS LOCATED
 HX3085'IN THE CITY OF
 HX3085'CHARLESTON, JUST W OF THE ELK RIVER AND E OF THE
 HX3085'KANAWHA RIVER, ON THE E SIDE OF
 HX3085'KANAWHA BOULEVARD, AND ABOUT 200
 HX3085'YARDS NW OF A CONCRETE BRIDGE OVER THE ELK RIVER.
 HX3085'IT IS SITUATED
 HX3085'IN THE NW CORNER OF A VACANT LOT, 17 FEET E OF THE E CURB, 10
 HX3085'FEET N OF AN IRON
 HX3085'SIGNPOST, AND ABOUT 80 FEET NW OF THE NW CORNER
 HX3085'OF THE STEWART REFRESHMENT STAND.
 HX3085'MARK IS STAMPED ELKAN
 HX3085'1944 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 HX3085'
 HX3085'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 HX3085'
 HX3085'REFERENCE MARK 1 IS 25 FEET NW OF THE NW CORNER OF THE STEWART
 HX3085'STAND.  IT IS
 HX3085'STAMPED ELKAN NO 1 1944 AND IS FLUSH WITH THE
 HX3085'SURFACE OF THE GROUND.
 HX3085'
 HX3085'REFERENCE MARK 2 IS 14 FEET E OF THE E CURB OF THE BOULEVARD.
 HX3085'IT IS STAMPED
 HX3085'ELKAN NO 2 1944 AND PROJECTS ABOUT 1 INCH ABOVE THEGROUND.
 HX3085'
 HX3085'AZIMUTH MARK IS 42.9 FEET W OF A BOULEVARD LAMPPOST, 19 FEET
 HX3085'W OF THE CENTER
 HX3085'LINE OF THE DRIVE LEADING TO THE DOCK, AND 3 FEET
 HX3085'E OF THE CENTER LINE OF THE
 HX3085'SIDEWALK.  IT IS SET FLUSH IN THE W
 HX3085'CURB OF THE DRIVEWAY AND IS STAMPED ELKAN 1944.
 HX3085'
 HX3085'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 HX3085
 HX3085                          STATION RECOVERY (1958)
 HX3085
 HX3085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HX3085'STATION PRESUMED TO BE COVERED OVER WITH FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1935 ***********************************************************************
 JX1935  DESIGNATION -  ELKHORN
 JX1935  PID         -  JX1935
 JX1935  STATE/COUNTY-  WV/DODDRIDGE
 JX1935  USGS QUAD   -  SALEM (1976)
 JX1935
 JX1935                         *CURRENT SURVEY CONTROL
 JX1935  ___________________________________________________________________
 JX1935* NAD 83(1995)-  39 19 48.87326(N)    080 33 36.08128(W)     ADJUSTED  
 JX1935* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 JX1935  ___________________________________________________________________
 JX1935  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 JX1935  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JX1935
 JX1935  HORZ ORDER  -  FIRST
 JX1935
 JX1935.The horizontal coordinates were established by classical geodetic methods
 JX1935.and adjusted by the National Geodetic Survey in April 1998..
 JX1935
 JX1935.The orthometric height was scaled from a topographic map.
 JX1935
 JX1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1935
 JX1935.The geoid height was determined by GEOID03.
 JX1935
 JX1935;                    North         East     Units Scale Factor Converg.
 JX1935;SPC WV N     -    92,709.997   508,608.767   MT  0.99995399   -0 40 33.8
 JX1935;UTM  17      - 4,353,517.277   537,920.755   MT  0.99961770   +0 16 43.9
 JX1935
 JX1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1935!SPC WV N     -   0.99993161  x   0.99995399  =   0.99988560
 JX1935!UTM  17      -   0.99993161  x   0.99961770  =   0.99954933
 JX1935
 JX1935:                Primary Azimuth Mark                     Grid Az
 JX1935:SPC WV N     -  WALLACE MICROWAVE TOWER                  017 32 58.3
 JX1935:UTM  17      -  WALLACE MICROWAVE TOWER                  016 35 40.6
 JX1935
 JX1935|---------------------------------------------------------------------|
 JX1935| PID    Reference Object                     Distance      Geod. Az  |
 JX1935|                                                           dddmmss.s |
 JX1935| JX1934 WALLACE MICROWAVE TOWER             APPROX. 6.6 KM 0165224.5 |
 JX1935| CX4430 ELKHORN RM 1                         13.503 METERS 03833     |
 JX1935| JX1931 SARDIS RESET                        APPROX.10.6 KM 0970909.7 |
 JX1935| JX1930 WOLF SUMMIT RAD STA KQG 37 TWR      APPROX.11.4 KM 1201611.2 |
 JX1935| CX4431 ELKHORN RM 2                          7.758 METERS 34808     |
 JX1935|---------------------------------------------------------------------|
 JX1935
 JX1935                          SUPERSEDED SURVEY CONTROL
 JX1935
 JX1935  NAD 83(1986)-  39 19 48.87730(N)    080 33 36.08996(W) AD(       ) 1
 JX1935  NAD 27      -  39 19 48.56180(N)    080 33 36.73480(W) AD(       ) 1
 JX1935
 JX1935.Superseded values are not recommended for survey control.
 JX1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1935.See file dsdata.txt to determine how the superseded data were derived.
 JX1935
 JX1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND3792153517(NAD 83)
 JX1935_MARKER: DS = TRIANGULATION STATION DISK
 JX1935_SETTING: 0 = UNSPECIFIED SETTING
 JX1935
 JX1935  HISTORY     - Date     Condition        Report By
 JX1935  HISTORY     - 1944     MONUMENTED       CGS
 JX1935  HISTORY     - 1963     GOOD             CGS
 JX1935
 JX1935                          STATION DESCRIPTION
 JX1935
 JX1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1935'STATION IS LOCATED ABOUT 8 MILES NNE OF THE VILLAGE OF SALON, 2
 JX1935'MILES E BY S OF
 JX1935'CASCARA CHURCH, ON A FLAT-TOPPED TIMBERED KNOLL,
 JX1935'ON THE DODDRIDGE-HARRISON COUNTY
 JX1935'LINE, AND ON LAND OWNED BY THE
 JX1935'CHARLES GRAIG ESTATE.  IT IS 27 FEET W OF A
 JX1935'TRIANGULAR-BLAZED 4-INCH
 JX1935'ASH TREE, 19 FEET SE OF A TRIANGULAR-BLAZED 8-INCH OAK TREE,
 JX1935'11 FEET W
 JX1935'OF A WOODEN WITNESS POST, AND 10 FEET E OF A N-S FENCELINE.
 JX1935'
 JX1935'STATION MARK IS A BRONZE STATION DISK FASTENED TO THE TOP OF
 JX1935'A FOUR-INCH IRON
 JX1935'PIPE THAT PROJECTS ABOUT 7 INCHES.  THE DISK IS
 JX1935'STAMPED ELKHORN 1944.
 JX1935'
 JX1935'REFERENCE MARK 1 IS 44.35 FEET NE OF THE STATION, 19 FEET NE
 JX1935'OF A
 JX1935'TRIANGULAR-BLAZED FOUR-INCH ASH TREE, AND ABOUT 4 FEET LOWER
 JX1935'IN ELEVATION THAN THE
 JX1935'STATION MARK.  IT IS A BRONZE REFERENCE
 JX1935'DISK FASTENED TO THE TOP OF A FOUR-INCH
 JX1935'IRON PIPE THAT PROJECTS
 JX1935'ABOUT 6 INCHES.  STAMPED ELKHORN NO 1 1944.
 JX1935'
 JX1935'REFERENCE MARK 2 IS 25.37 FEET N OF THE STATION AND 13 FEET
 JX1935'NE OF A
 JX1935'TRIANGULAR-BLAZED 8-INCH OAK TREE.  IT IS A BRONZE REFERENCE
 JX1935'DISK FASTENED TO THE TOP
 JX1935'OF A FOUR-INCH IRON PIPE THAT PROJECTS
 JX1935'ABOUT 6 INCHES.  STAMPED ELKHORN NO 2 1944.
 JX1935'
 JX1935'NO AZIMUTH MARK WAS ESTABLISHED AS A SUITABLE LOCATION COULD
 JX1935'NOT BE FOUND.
 JX1935'
 JX1935'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JX1935'STATE HIGHWAY 23
 JX1935'IN THE VILLAGE OF SALEM, GO N ON HIGHWAY 23 FOR
 JX1935'4.7 MILES TO A DIRT T-ROAD RIGHT
 JX1935'AND THE CASCARA COUNTRY CHURCH
 JX1935'ON THE RIGHT, HERE TURN RIGHT AND GO 1.4 MILES TO A
 JX1935'Y-INTERSECTION
 JX1935'AT THE SUMMIT OF THE RIDGE, HERE TURN AROUND AND GO BACK DOWN THE
 JX1935'SAME DIRT ROAD FOR
 JX1935'0.1 MILE TO A WOODS ROAD RIGHT, HERE TURN
 JX1935'RIGHT AND GO 0.15 MILE TO AN IRON
 JX1935'GATE, PASS THROUGH GATE AND
 JX1935'FOLLOW WOODS ROAD FOR 0.5 MILE TO THE FOOT OF A
 JX1935'HILL, THENCE BACK
 JX1935'PACK IN AN E DIRECTION FOR 0.1 MILE TO THE SUMMIT OF THE HILL AND
 JX1935'STATION.
 JX1935'
 JX1935'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 JX1935
 JX1935                          STATION RECOVERY (1963)
 JX1935
 JX1935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1935'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE MARKS 1
 JX1935'AND 2 WERE FOUND IN GOOD
 JX1935'CONDITION.  THE STATION MARK WAS REINFORCED AT THIS TIME.  THE
 JX1935'MEASUREMENT TO REFERENCE MARK 1 WAS
 JX1935'FOUND TO BE .05 OF A FOOT SHORTER THAN PREVIOUS MEASUREMENT.
 JX1935'THE DISTANCE TO REFERENCE MARK 2 WAS FOUND
 JX1935'TO BE .08 OF A FOOT LONGER THAN THE
 JX1935'PREVIOUS DISTANCE.  THE ANGLE BETWEEN THE REFERENCE MARKS
 JX1935'DIDNT CHECK BY 16 MINUTES AND 37
 JX1935'SECONDS.  A NEW DISCRIPTION FOLLOWS-
 JX1935'
 JX1935'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF THE VILLAGE OF
 JX1935'SALEM, 2 MILES EAST BY SOUTH OF
 JX1935'CASCARA CHURCH, ON A FLAT-TOPPED TIMBERED KNOLL, ON THE
 JX1935'DOODRIDGE-HARRISON COUNTY LINE AND
 JX1935'ON THE PROPERTY OF THE CHARLES CRAIG ESTATE.  IT IS 9 FEET SOUTH OF A
 JX1935'WITNESS POST, 19 FEET SOUTHEAST OF
 JX1935'A 12 INCH OAK TREE, 15 FEET EAST OF A 24 INCH OAK
 JX1935'TREE AND 14 FEET NORTHWEST OF A 8 INCH OAK TREE.  THE
 JX1935'DISK IS CEMENTED IN THE TOP OF A 4
 JX1935'INCH IRON PIPE, WHICH PROJECTS 8 INCHES AND IS STAMPED ELKHORN 1944.
 JX1935'
 JX1935'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 23 IN
 JX1935'SALEM, GO NORTHERLY ON STATE
 JX1935'HIGHWAY 23 FOR 2.3 MILES TO THE DOODRIDGE-HARRISON COUNTY LINE,
 JX1935'CONTINUE NORTH ON STATE HIGHWAY 23 FOR
 JX1935'2.3 MILES TO A SIDE ROAD ON THE RIGHT AND THE CASCARA
 JX1935'CHURCH ON THE RIGHT.  TURN RIGHT AND GO EASTERLY
 JX1935'ON THE GRAVELED ROAD FOR 0.55
 JX1935'MILE TO A FORK, KEEP THE LEFT FORK AND CONTINUE UP GRADE ON THE
 JX1935'MAIN TRAVELED ROAD FOR 0.85 MILE TO
 JX1935'A REVERSE WOODS ROAD ON THE LEFT AT A TRIANGLE BLAZED TREE, TURN
 JX1935'SHARP LEFT ON THE REVERSE WOODS ROAD
 JX1935'AND GO NORTH ON MAIN WOODS ROAD FOR 0.7 MILE TO A TRIANGLE-BLAZED
 JX1935'8 INCH OAK TREE ON THE LEFT, BEAR LEFT (4
 JX1935'WHEEL DRIVE REQUIRED) AND FOLLOW A VERY
 JX1935'DIM OLD TRACK ROAD ALONG THE EAST SIDE OF AN OLD FENCE LINE
 JX1935'FOR 0.1 MILE TO THE HIGHEST POINT OF
 JX1935'THE RIDGE AND THE STATION.
 JX1935'
 JX1935'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN THE
 JX1935'TOP OF A 4 INCH IRON PIPE WHICH
 JX1935'PROJECTS 6 INCHES.  IT IS 34 FEET NORTHEAST OF THE WITNESS POST AND
 JX1935'12 FEET SOUTHEAST OF A 5 INCH
 JX1935'LOCUST TREE.  THE DISK IS STAMPED ELKHORN NO 1 1944.
 JX1935'
 JX1935'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK CEMENTED IN THE
 JX1935'TOP OF A 4 INCH IRON PIPE THAT
 JX1935'PROJECTS 4 INCHES.  IT IS 13 FEET NORTHEAST OF A 12 INCH OAK TREE AND
 JX1935'15 FEET NORTHWEST OF A WITNESS POST.
 JX1935'THE DISK IS STAMPED ELKHORN NO 2 1944.
 JX1935'
 JX1935'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3430 ***********************************************************************
 HW3430  DESIGNATION -  ELKHORN LOOKOUT TOWER 1956
 HW3430  PID         -  HW3430
 HW3430  STATE/COUNTY-  WV/HARDY
 HW3430  USGS QUAD   -  PETERSBURG EAST (1981)
 HW3430
 HW3430                         *CURRENT SURVEY CONTROL
 HW3430  ___________________________________________________________________
 HW3430* NAD 83(1995)-  38 55 43.95254(N)    079 02 44.71651(W)     ADJUSTED  
 HW3430* NAVD 88     -                                                        
 HW3430  ___________________________________________________________________
 HW3430  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 HW3430  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HW3430
 HW3430  HORZ ORDER  -  THIRD
 HW3430
 HW3430.The horizontal coordinates were established by classical geodetic methods
 HW3430.and adjusted by the National Geodetic Survey in April 1998..
 HW3430
 HW3430
 HW3430.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3430
 HW3430.The geoid height was determined by GEOID03.
 HW3430
 HW3430;                    North         East     Units Scale Factor Converg.
 HW3430;SPC WV N     -    47,712.354   639,389.403   MT  1.00001421   +0 17 22.9
 HW3430;UTM  17      - 4,310,699.547   669,397.807   MT  0.99995336   +1 13 41.7
 HW3430
 HW3430                          SUPERSEDED SURVEY CONTROL
 HW3430
 HW3430  NAD 83(1995)-  38 55 43.95526(N)    079 02 44.72492(W) AD(       ) 4
 HW3430  NAD 83(1986)-  38 55 43.95670(N)    079 02 44.72544(W) AD(       ) 4
 HW3430  NAD 27      -  38 55 43.55700(N)    079 02 45.61000(W) AD(       ) 3
 HW3430
 HW3430.Superseded values are not recommended for survey control.
 HW3430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3430.See file dsdata.txt to determine how the superseded data were derived.
 HW3430
 HW3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6939810700(NAD 83)
 HW3430_MARKER: 57 = LOOKOUT TOWER
 HW3430
 HW3430  HISTORY     - Date     Condition        Report By
 HW3430  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3430
 HW3430                          STATION DESCRIPTION
 HW3430
 HW3430'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3430'THE STATION IS LOCATED ABOUT 6 MILES AIRLINE SOUTHEAST OF
 HW3430'PETERSBURG, 10
 HW3430'MILES AIRLINE SOUTH SOUTHWEST OF MOOREFIELD, AND 11 MILES AIRLINE
 HW3430'WEST NORTHWEST OF MATHIAS ON THE SUMMIT OF ELKHORN MOUNTAIN.
 HW3430'
 HW3430'THE LOOKOUT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 60 FEET HIGH WITH
 HW3430'AN 8 FOOT SQUARE HOUSE ON
 HW3430'TOP.  IT IS 33.53 FEET, 10.22 METERS NORTHEAST OF TRIANGULATION
 HW3430'STATION ELK.  THE CENTER OF THE
 HW3430'TOWER WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3206 ***********************************************************************
 HW3206  DESIGNATION -  ELKINS
 HW3206  PID         -  HW3206
 HW3206  STATE/COUNTY-  WV/RANDOLPH
 HW3206  USGS QUAD   -  ELKINS (1995)
 HW3206
 HW3206                         *CURRENT SURVEY CONTROL
 HW3206  ___________________________________________________________________
 HW3206* NAD 83(1986)-  38 55 49.     (N)    079 50 46.     (W)     SCALED    
 HW3206* NAVD 88     -       607.424  (meters)    1992.86   (feet)  ADJUSTED  
 HW3206  ___________________________________________________________________
 HW3206  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HW3206  DYNAMIC HT  -         606.995 (meters)    1991.45  (feet)  COMP
 HW3206  MODELED GRAV-     979,900.6   (mgal)                       NAVD 88
 HW3206
 HW3206  VERT ORDER  -  FIRST     CLASS II
 HW3206
 HW3206.The horizontal coordinates were scaled from a topographic map and have
 HW3206.an estimated accuracy of +/- 6 seconds.
 HW3206
 HW3206.The orthometric height was determined by differential leveling
 HW3206.and adjusted by the National Geodetic Survey in June 1991..
 HW3206
 HW3206.The geoid height was determined by GEOID03.
 HW3206
 HW3206.The dynamic height is computed by dividing the NAVD 88
 HW3206.geopotential number by the normal gravity value computed on the
 HW3206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3206.degrees latitude (g = 980.6199 gals.).
 HW3206
 HW3206.The modeled gravity was interpolated from observed gravity values.
 HW3206
 HW3206;                    North         East    Units  Estimated Accuracy
 HW3206;SPC WV S     -   214,870.      700,050.      MT  (+/- 180 meters Scaled)
 HW3206
 HW3206                          SUPERSEDED SURVEY CONTROL
 HW3206
 HW3206.No superseded survey control is available for this station.
 HW3206
 HW3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD000096(NAD 83)
 HW3206_MARKER: DS = TRIANGULATION STATION DISK
 HW3206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3206_SP_SET: CONCRETE POST
 HW3206_STAMPING: ELKINS 1956
 HW3206_MARK LOGO: CGS   
 HW3206_PROJECTION: FLUSH
 HW3206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3206+STABILITY: SURFACE MOTION
 HW3206
 HW3206  HISTORY     - Date     Condition        Report By
 HW3206  HISTORY     - 1956     MONUMENTED       CGS
 HW3206  HISTORY     - 1983     GOOD             NGS
 HW3206
 HW3206                          STATION DESCRIPTION
 HW3206
 HW3206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3206'IN ELKINS.
 HW3206'IN ELKINS, ON THE CAMPUS OF THE DAVIS AND ELKINS COLLEGE, 12.80
 HW3206'(42.0 FT) SOUTH OF THE WEST CORNER OF THE LIBERAL ARTS HALL,
 HW3206'9.57 METERS (31.4 FT) EAST OF THE FLAGPOLE, 0.30 METER (1.0 FT) WEST
 HW3206'OF THE WEST EDGE OF A ROCK SIDEWALK.
 HW3206'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3586 ***********************************************************************
 HW3586  DESIGNATION -  ELKINS
 HW3586  PID         -  HW3586
 HW3586  STATE/COUNTY-  WV/RANDOLPH
 HW3586  USGS QUAD   -  ELKINS (1995)
 HW3586
 HW3586                         *CURRENT SURVEY CONTROL
 HW3586  ___________________________________________________________________
 HW3586* NAD 83(1995)-  38 55 49.35136(N)    079 50 46.07083(W)     ADJUSTED  
 HW3586* NAVD 88     -       607.56   (+/-2cm)    1993.3    (feet)  VERTCON   
 HW3586  ___________________________________________________________________
 HW3586  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 HW3586  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HW3586
 HW3586  HORZ ORDER  -  THIRD
 HW3586  VERT ORDER  -  THIRD ? (See Below)
 HW3586
 HW3586.The horizontal coordinates were established by classical geodetic methods
 HW3586.and adjusted by the National Geodetic Survey in April 1998..
 HW3586
 HW3586.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3586.The vertical order pertains to the NGVD 29 superseded value.
 HW3586
 HW3586.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3586
 HW3586.The geoid height was determined by GEOID03.
 HW3586
 HW3586;                    North         East     Units Scale Factor Converg.
 HW3586;SPC WV S     -   214,882.160   700,051.879   MT  1.00001036   +0 42 47.9
 HW3586;UTM  17      - 4,309,683.189   600,014.844   MT  0.99972317   +0 43 30.4
 HW3586
 HW3586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3586!SPC WV S     -   0.99990955  x   1.00001036  =   0.99991991
 HW3586!UTM  17      -   0.99990955  x   0.99972317  =   0.99963275
 HW3586
 HW3586:                Primary Azimuth Mark                     Grid Az
 HW3586:SPC WV S     -  ELKINS PRESTON LUMBER RED STK            225 54 41.8
 HW3586:UTM  17      -  ELKINS PRESTON LUMBER RED STK            225 53 59.3
 HW3586
 HW3586|---------------------------------------------------------------------|
 HW3586| PID    Reference Object                     Distance      Geod. Az  |
 HW3586|                                                           dddmmss.s |
 HW3586| HW3588 ELKINS PRESTON LUMBER RED STK       APPROX. 1.3 KM 2263729.7 |
 HW3586| HW3598 AIRWAY BEACON 25                    APPROX. 9.5 KM 2272109.2 |
 HW3586| HW3587 ELKINS PRESTON LUMBER TANK          APPROX. 1.3 KM 2283433.2 |
 HW3586| HW3205 ELKINS AZ MK                                       2322255.5 |
 HW3586| HW3591 ELKINS RADIO STATION WDNE MAST      APPROX. 1.6 KM 2411346.8 |
 HW3586| DC3324 ELKINS RM 2                           9.571 METERS 26113     |
 HW3586| DC3323 ELKINS RM 1                           4.543 METERS 34903     |
 HW3586|---------------------------------------------------------------------|
 HW3586
 HW3586                          SUPERSEDED SURVEY CONTROL
 HW3586
 HW3586  NAD 83(1986)-  38 55 49.35748(N)    079 50 46.08299(W) AD(       ) 3
 HW3586  NAD 27      -  38 55 48.97460(N)    079 50 46.83290(W) AD(       ) 3
 HW3586  NGVD 29 (07/19/86)  607.73   (m)         1993.9    (f) LEVELING    3  
 HW3586
 HW3586.Superseded values are not recommended for survey control.
 HW3586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3586.See file dsdata.txt to determine how the superseded data were derived.
 HW3586
 HW3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD0001509683(NAD 83)
 HW3586_MARKER: DS = TRIANGULATION STATION DISK
 HW3586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3586
 HW3586  HISTORY     - Date     Condition        Report By
 HW3586  HISTORY     - 1956     MONUMENTED       CGS
 HW3586  HISTORY     - 1964     GOOD             CGS
 HW3586  HISTORY     - 1977     GOOD             NGS
 HW3586  HISTORY     - 1989     GOOD             LOCSUR
 HW3586
 HW3586                          STATION DESCRIPTION
 HW3586
 HW3586'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3586'THE STATION IS LOCATED IN THE NORTHEAST PART OF ELKINS, ON THE CAMPUS
 HW3586'OF THE DAVIS AND ELKINS
 HW3586'COLLEGE IN FRONT OF THE LIBERAL ARTS HALL.
 HW3586'
 HW3586'THE STATION IS A STANDARD BRONZE DISK STAMPED ELKINS 1956, SET IN THE
 HW3586'TOP OF A 10 INCH SQUARE
 HW3586'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 42.0
 HW3586'FEET SOUTHEAST OF THE SOUTHWEST
 HW3586'CORNER OF THE LIBERAL ARTS HALL AND 31.4 FEET EAST OF
 HW3586'THE FLAG POLE.
 HW3586'
 HW3586'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK STAMPED ELKINS NO 1
 HW3586'1956, SET IN A DRILL HOLE IN
 HW3586'THE SOUTHWEST CORNER OF THE ROCK WALL ON THE SOUTH SIDE OF THE
 HW3586'BUILDING AND IS 27.0 FEET SOUTHEAST
 HW3586'OF THE SOUTHWEST CORNER OF THE BUILDING.  IT IS ABOUT
 HW3586'2 FEET HIGHER IN ELEVATION THAN THE STATION.
 HW3586'
 HW3586'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK STAMPED ELKINS NO 2
 HW3586'1956, SET IN A DRILL HOLE IN
 HW3586'THE ROCK AND CONCRETE WALK AROUND THE FLAG POLE.  IT IS ABOUT 1.2
 HW3586'FEET NORTH OF THE FLAG POLE AND IS
 HW3586'ABOUT THE SAME ELEVATION AS THE STATION.
 HW3586'
 HW3586'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED ELKINS 1956, SET
 HW3586'IN A DRILL HOLE IN THE
 HW3586'CONCRETE SIDEWALK ON THE SOUTHWEST CORNER OF RANDOLPH AND DAVIS
 HW3586'AVENUES.  IT IS 81.0 FEET NORTH OF
 HW3586'THE NORTHEAST CORNER OF THE AMACO SERVICE STATION, 2.7 FEET
 HW3586'FROM THE SIDEWALK CURB AND 3.2 FEET NORTH
 HW3586'NORTHWEST OF THE CONCRETE STREET SIGN POST.
 HW3586'
 HW3586'TO REACH THE STATION FROM THE POST OFFICE IN ELKINS GO NORTHEASTERLY
 HW3586'ON DAVIS AVENUE FOR 0.1
 HW3586'MILE TO THE INTERSECTION OF DAVIS AND RANDOLPH AVENUES (AZIMUTH MARK
 HW3586'ON THE RIGHT), CONTINUE ACROSS
 HW3586'RANDOLPH AVENUE MAKING A SLIGHT JOG TO THE RIGHT AND
 HW3586'GO 0.1 MILE TO THE ENTRANCE TO THE DAVIS AND
 HW3586'ELKINS CAMPUS AND END OF TRUCK TRAVEL.
 HW3586'CONTINUE ON FOOT UP PATH TO THE ENTRANCE OF THE LIBERAL ARTS
 HW3586'HALL AND THE STATION ON THE LEFT.
 HW3586'
 HW3586'HEIGHT OF LIGHT ABOVE STATION MARK - 1.46 METERS.
 HW3586
 HW3586                          STATION RECOVERY (1964)
 HW3586
 HW3586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 HW3586'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 HW3586'CONDITION AS DESCRIBED.
 HW3586
 HW3586                          STATION RECOVERY (1977)
 HW3586
 HW3586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 HW3586'STATION, AZI MK, RM 2 RECOVERED IN GOOD CONDITION AS DESCRIBED.  RM 1
 HW3586'RECOVERED IN POOR CONDITION.  WALL SECTION IS LOOSE AND MOVABLE.
 HW3586'
 HW3586'TO REACH STATION FROM STATUE ON RANDOLPH AVE AT ENTRANCE TO
 HW3586'COLLEGE--PROCEED EAST 0.2 MI THROUGH PARK.  LEFT TURN AND IMMEDIATE
 HW3586'RIGHT ONTO SERVICE LOOP ROAD.  TAKE THREE LEFT BRANCHES TO REAR OF
 HW3586'ADMINISTRATION BUILDING.  PARK BEHIND BUILDING AND WALK TO STATION
 HW3586'IN FRONT.
 HW3586'
 HW3586'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DAVIS AND ELKINS
 HW3586'COLLEGE.
 HW3586
 HW3586                          STATION RECOVERY (1989)
 HW3586
 HW3586'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (JP)
 HW3586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3676 ***********************************************************************
 HW3676  DESIGNATION -  ELKINS
 HW3676  PID         -  HW3676
 HW3676  STATE/COUNTY-  WV/RANDOLPH
 HW3676  USGS QUAD   -  ELKINS (1995)
 HW3676
 HW3676                         *CURRENT SURVEY CONTROL
 HW3676  ___________________________________________________________________
 HW3676* NAD 83(1995)-  38 55 42.13683(N)    079 50 39.52253(W)     ADJUSTED  
 HW3676* NAVD 88     -       601.0    (meters)    1972.     (feet)  GPS OBS   
 HW3676  ___________________________________________________________________
 HW3676  X           -     876,111.236 (meters)                     COMP
 HW3676  Y           -  -4,890,921.780 (meters)                     COMP
 HW3676  Z           -   3,986,492.314 (meters)                     COMP
 HW3676  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 HW3676  ELLIP HEIGHT-         570.00  (meters)          (10/04/01) GPS OBS
 HW3676  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HW3676
 HW3676  HORZ ORDER  -  FIRST
 HW3676  ELLP ORDER  -  FOURTH    CLASS II
 HW3676
 HW3676.The horizontal coordinates were established by GPS observations
 HW3676.and adjusted by the National Geodetic Survey in April 1998..
 HW3676
 HW3676.The orthometric height was determined by GPS observations and a
 HW3676.high-resolution geoid model.
 HW3676
 HW3676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3676
 HW3676.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3676
 HW3676.The ellipsoidal height was determined by GPS observations
 HW3676.and is referenced to NAD 83.
 HW3676
 HW3676.The geoid height was determined by GEOID03.
 HW3676
 HW3676;                    North         East     Units Scale Factor Converg.
 HW3676;SPC WV S     -   214,661.664   700,212.368   MT  1.00000991   +0 42 52.0
 HW3676;UTM  17      - 4,309,462.789   600,175.332   MT  0.99972357   +0 43 34.4
 HW3676
 HW3676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3676!SPC WV S     -   0.99991058  x   1.00000991  =   0.99992049
 HW3676!UTM  17      -   0.99991058  x   0.99972357  =   0.99963417
 HW3676
 HW3676                          SUPERSEDED SURVEY CONTROL
 HW3676
 HW3676  ELLIP H (04/01/98)  570.01   (m)                       GP(       ) 4 1
 HW3676  NAD 83(1986)-  38 55 42.14330(N)    079 50 39.53410(W) AD(       ) 1
 HW3676
 HW3676.Superseded values are not recommended for survey control.
 HW3676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3676.See file dsdata.txt to determine how the superseded data were derived.
 HW3676
 HW3676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD0017509463(NAD 83)
 HW3676_MARKER: B = BOLT
 HW3676_SETTING: 0 = UNSPECIFIED SETTING
 HW3676_MARK LOGO: USFS  
 HW3676_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3676+SATELLITE: SATELLITE OBSERVATIONS - 1992
 HW3676
 HW3676  HISTORY     - Date     Condition        Report By
 HW3676  HISTORY     - 1992     MONUMENTED       USFS
 HW3676
 HW3676                          STATION DESCRIPTION
 HW3676
 HW3676'DESCRIBED BY US FOREST SERVICE 1992
 HW3676'LOCATED IN THE CITY OF ELKINS, IN THE COUNTY OF RANDOLPH IN THE STATE
 HW3676'OF WEST VIRGINIA.  STATION IS ON THE ROOF OF THE THE FOREST
 HW3676'SUPERVISOR HEADQUARTERS FOR THE MONONGAHELA NATIONAL FOREST ON
 HW3676'SYCAMORE STREET.
 HW3676'TO REACH - FROM THE INTERSECTION OF ROUTE 33, 219 AND 250 PROCEED WEST
 HW3676'ON ROUTE 30 TO SYCAMORE STREET ON THE RIGHT.  TURN RIGHT AND GO TO
 HW3676'FOREST SUPERVISOR HEADQUARTERS.  STATION IS ON THE ROOF OF THE
 HW3676'HEADQUARTERS.
 HW3676'STATION IS A BRASS BOLT IN THE SOUTHWEST CORNER OF THE FOREST
 HW3676'SUPERVISOR HEADQUARTERS IN THE COPING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3205 ***********************************************************************
 HW3205  DESIGNATION -  ELKINS AZ MK
 HW3205  PID         -  HW3205
 HW3205  STATE/COUNTY-  WV/RANDOLPH
 HW3205  USGS QUAD   -  ELKINS (1995)
 HW3205
 HW3205                         *CURRENT SURVEY CONTROL
 HW3205  ___________________________________________________________________
 HW3205* NAD 83(1986)-  38 55 42.     (N)    079 50 56.     (W)     SCALED    
 HW3205* NAVD 88     -       588.400  (meters)    1930.44   (feet)  ADJUSTED  
 HW3205  ___________________________________________________________________
 HW3205  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HW3205  DYNAMIC HT  -         587.984 (meters)    1929.08  (feet)  COMP
 HW3205  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 HW3205
 HW3205  VERT ORDER  -  FIRST     CLASS II
 HW3205
 HW3205.The horizontal coordinates were scaled from a topographic map and have
 HW3205.an estimated accuracy of +/- 6 seconds.
 HW3205
 HW3205.The orthometric height was determined by differential leveling
 HW3205.and adjusted by the National Geodetic Survey in June 1991..
 HW3205
 HW3205.The geoid height was determined by GEOID03.
 HW3205
 HW3205.The dynamic height is computed by dividing the NAVD 88
 HW3205.geopotential number by the normal gravity value computed on the
 HW3205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3205.degrees latitude (g = 980.6199 gals.).
 HW3205
 HW3205.The modeled gravity was interpolated from observed gravity values.
 HW3205
 HW3205;                    North         East    Units  Estimated Accuracy
 HW3205;SPC WV S     -   214,650.      699,820.      MT  (+/- 180 meters Scaled)
 HW3205
 HW3205                          SUPERSEDED SURVEY CONTROL
 HW3205
 HW3205.No superseded survey control is available for this station.
 HW3205
 HW3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND997094(NAD 83)
 HW3205_MARKER: DZ = AZIMUTH MARK DISK
 HW3205_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HW3205_SP_SET: SIDEWALK
 HW3205_STAMPING: ELKINS 1956
 HW3205_MARK LOGO: CGS   
 HW3205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3205
 HW3205  HISTORY     - Date     Condition        Report By
 HW3205  HISTORY     - 1956     MONUMENTED       CGS
 HW3205  HISTORY     - 1983     GOOD             NGS
 HW3205
 HW3205                          STATION DESCRIPTION
 HW3205
 HW3205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3205'IN ELKINS.
 HW3205'IN ELKINS, IN THE SOUTHERN ANGLE OF THE JUNCTION OF DAVIS AND RANDOLPH
 HW3205'AVENUES, 11.88 METERS (39.0 FT) WEST OF THE CENTERLINE OF RANDOLPH
 HW3205'AVENUE, 10.05 METERS (33.0 FT) SOUTHEAST OF THE CENTERLINE OF DAVIS
 HW3205'AVENUE, 2.01 METERS (6.6 FT) NORTHEAST OF A METAL SUPPORT POLE FOR THE
 HW3205'TRAFFIC LIGHTS.
 HW3205'THE MARK IS 0.1 M ABOVE AVENUES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3592 ***********************************************************************
 HW3592  DESIGNATION -  ELKINS PRESTON LMBR WHITE STK
 HW3592  PID         -  HW3592
 HW3592  STATE/COUNTY-  WV/RANDOLPH
 HW3592  USGS QUAD   -  ELKINS (1995)
 HW3592
 HW3592                         *CURRENT SURVEY CONTROL
 HW3592  ___________________________________________________________________
 HW3592* NAD 83(1995)-  38 55 06.05992(N)    079 51 29.81258(W)     ADJUSTED  
 HW3592* NAVD 88     -                                                        
 HW3592  ___________________________________________________________________
 HW3592  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 HW3592  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HW3592
 HW3592  HORZ ORDER  -  THIRD
 HW3592
 HW3592.The horizontal coordinates were established by classical geodetic methods
 HW3592.and adjusted by the National Geodetic Survey in April 1998..
 HW3592
 HW3592
 HW3592.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3592
 HW3592.The geoid height was determined by GEOID03.
 HW3592
 HW3592;                    North         East     Units Scale Factor Converg.
 HW3592;SPC WV S     -   213,534.214   699,014.810   MT  1.00000765   +0 42 20.9
 HW3592;SPC WV N     -    46,506.211   568,927.314   MT  1.00001644   -0 13 42.6
 HW3592;UTM  17      - 4,308,335.418   598,978.347   MT  0.99972063   +0 43 02.3
 HW3592
 HW3592                          SUPERSEDED SURVEY CONTROL
 HW3592
 HW3592  NAD 83(1986)-  38 55 06.06620(N)    079 51 29.82501(W) AD(       ) 4
 HW3592  NAD 27      -  38 55 05.68400(N)    079 51 30.57300(W) AD(       ) 3
 HW3592
 HW3592.Superseded values are not recommended for survey control.
 HW3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3592.See file dsdata.txt to determine how the superseded data were derived.
 HW3592
 HW3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9897808335(NAD 83)
 HW3592_MARKER: 63 = STACK
 HW3592
 HW3592  HISTORY     - Date     Condition        Report By
 HW3592  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3592
 HW3592                          STATION DESCRIPTION
 HW3592
 HW3592'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3592'THE STATION IS LOCATED IN THE SOUTHWEST PART OF ELKINS ON
 HW3592'PROPERTY FORMERLY
 HW3592'KNOWN AS THE OLD TANNERY.
 HW3592'*
 HW3592'THE STACK IS OF STEEL CONSTRUCTION, PAINTED WHITE, AND
 HW3592'IS ABOUT 125 FEET HIGH.  THE TOP
 HW3592'OF THE STACK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3587 ***********************************************************************
 HW3587  DESIGNATION -  ELKINS PRESTON LUMBER TANK
 HW3587  PID         -  HW3587
 HW3587  STATE/COUNTY-  WV/RANDOLPH
 HW3587  USGS QUAD   -  ELKINS (1995)
 HW3587
 HW3587                         *CURRENT SURVEY CONTROL
 HW3587  ___________________________________________________________________
 HW3587* NAD 83(1995)-  38 55 21.67813(N)    079 51 26.21628(W)     ADJUSTED  
 HW3587* NAVD 88     -                                                        
 HW3587  ___________________________________________________________________
 HW3587  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 HW3587  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HW3587
 HW3587  HORZ ORDER  -  THIRD
 HW3587
 HW3587.The horizontal coordinates were established by classical geodetic methods
 HW3587.and adjusted by the National Geodetic Survey in April 1998..
 HW3587
 HW3587
 HW3587.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3587
 HW3587.The geoid height was determined by GEOID03.
 HW3587
 HW3587;                    North         East     Units Scale Factor Converg.
 HW3587;SPC WV S     -   214,016.871   699,095.503   MT  1.00000862   +0 42 23.1
 HW3587;SPC WV N     -    46,987.492   569,015.867   MT  1.00001551   -0 13 40.3
 HW3587;UTM  17      - 4,308,817.953   599,058.919   MT  0.99972083   +0 43 04.8
 HW3587
 HW3587                          SUPERSEDED SURVEY CONTROL
 HW3587
 HW3587  NAD 83(1986)-  38 55 21.68449(N)    079 51 26.22900(W) AD(       ) 4
 HW3587  NAD 27      -  38 55 21.30200(N)    079 51 26.97700(W) AD(       ) 3
 HW3587
 HW3587.Superseded values are not recommended for survey control.
 HW3587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3587.See file dsdata.txt to determine how the superseded data were derived.
 HW3587
 HW3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9905908818(NAD 83)
 HW3587_MARKER: 51 = TANK
 HW3587
 HW3587  HISTORY     - Date     Condition        Report By
 HW3587  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3587  HISTORY     - 1964     GOOD             CGS
 HW3587
 HW3587                          STATION DESCRIPTION
 HW3587
 HW3587'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3587'THE STATION IS LOCATED IN THE SOUTHWEST PART OF ELKINS, ON
 HW3587'PROPERTY FORMERLY
 HW3587'KNOWN AS THE OLD TANNERY.
 HW3587'
 HW3587'THE TANK IS A LARGE STEEL TANK, PAINTED SILVER, MOUNTED ON A FOUR
 HW3587'LEGGED STEEL STRUCTURE.  IT
 HW3587'IS ABOUT 125 FEET HIGH.  THE APEX OF THE TANK ROOF WAS INTERSECTED.
 HW3587
 HW3587                          STATION RECOVERY (1964)
 HW3587
 HW3587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 HW3587'THE CONCRETE BASE FOOTINGS OF FOUR LEGS AND RISER PIPE ARE ALL THAT
 HW3587'REMAIN OF THE WATER TANK.  A
 HW3587'SHORTER ROOFLESS TANK THAT HAS NO POSITION STILL STANDS ABOUT 110
 HW3587'FEET NORTH OF THE FORMER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3588 ***********************************************************************
 HW3588  DESIGNATION -  ELKINS PRESTON LUMBER RED STK
 HW3588  PID         -  HW3588
 HW3588  STATE/COUNTY-  WV/RANDOLPH
 HW3588  USGS QUAD   -  ELKINS (1995)
 HW3588
 HW3588                         *CURRENT SURVEY CONTROL
 HW3588  ___________________________________________________________________
 HW3588* NAD 83(1995)-  38 55 19.79509(N)    079 51 26.11330(W)     ADJUSTED  
 HW3588* NAVD 88     -                                                        
 HW3588  ___________________________________________________________________
 HW3588  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 HW3588  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HW3588
 HW3588  HORZ ORDER  -  THIRD
 HW3588
 HW3588.The horizontal coordinates were established by classical geodetic methods
 HW3588.and adjusted by the National Geodetic Survey in April 1998..
 HW3588
 HW3588
 HW3588.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3588
 HW3588.The geoid height was determined by GEOID03.
 HW3588
 HW3588;                    North         East     Units Scale Factor Converg.
 HW3588;SPC WV S     -   213,958.837   699,098.700   MT  1.00000850   +0 42 23.2
 HW3588;SPC WV N     -    46,929.414   569,018.117   MT  1.00001563   -0 13 40.2
 HW3588;UTM  17      - 4,308,759.937   599,062.127   MT  0.99972084   +0 43 04.8
 HW3588
 HW3588                          SUPERSEDED SURVEY CONTROL
 HW3588
 HW3588  NAD 83(1986)-  38 55 19.80146(N)    079 51 26.12601(W) AD(       ) 4
 HW3588  NAD 27      -  38 55 19.41900(N)    079 51 26.87500(W) AD(       ) 3
 HW3588
 HW3588.Superseded values are not recommended for survey control.
 HW3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3588.See file dsdata.txt to determine how the superseded data were derived.
 HW3588
 HW3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9906208760(NAD 83)
 HW3588_MARKER: 63 = STACK
 HW3588
 HW3588  HISTORY     - Date     Condition        Report By
 HW3588  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3588  HISTORY     - 1964     POOR             CGS
 HW3588
 HW3588                          STATION DESCRIPTION
 HW3588
 HW3588'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3588'THE STATION IS LOCATED IN THE SOUTHWEST PART OF ELKINS.
 HW3588'THE STACK IS OF
 HW3588'RED BRICK CONSTRUCTION AND IS 150 FEET HIGH.  THE TOP OF THE STACK
 HW3588'WAS INTERSECTED.  IT WAS FORMERLY
 HW3588'KNOWN AS THE OLD TANNERY STACK.
 HW3588
 HW3588                          STATION RECOVERY (1964)
 HW3588
 HW3588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 HW3588'THE STACK WAS RECOVERED IN POOR CONDITION.  THE PRESTON HARDWOOD
 HW3588'LUMBER CO. HAS BEEN
 HW3588'ABANDONED AND ALL STRUCTURES ARE FALLING INTO DISREPAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3591 ***********************************************************************
 HW3591  DESIGNATION -  ELKINS RADIO STATION WDNE MAST
 HW3591  PID         -  HW3591
 HW3591  STATE/COUNTY-  WV/RANDOLPH
 HW3591  USGS QUAD   -  ELKINS (1995)
 HW3591
 HW3591                         *CURRENT SURVEY CONTROL
 HW3591  ___________________________________________________________________
 HW3591* NAD 83(1995)-  38 55 24.55634(N)    079 51 43.86970(W)     ADJUSTED  
 HW3591* NAVD 88     -                                                        
 HW3591  ___________________________________________________________________
 HW3591  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 HW3591  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HW3591
 HW3591  HORZ ORDER  -  THIRD
 HW3591
 HW3591.The horizontal coordinates were established by classical geodetic methods
 HW3591.and adjusted by the National Geodetic Survey in April 1998..
 HW3591
 HW3591
 HW3591.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3591
 HW3591.The geoid height was determined by GEOID03.
 HW3591
 HW3591;                    North         East     Units Scale Factor Converg.
 HW3591;SPC WV S     -   214,100.389   698,669.188   MT  1.00000880   +0 42 12.2
 HW3591;SPC WV N     -    47,077.952   568,590.968   MT  1.00001535   -0 13 51.6
 HW3591;UTM  17      - 4,308,901.361   598,632.710   MT  0.99971979   +0 42 53.7
 HW3591
 HW3591                          SUPERSEDED SURVEY CONTROL
 HW3591
 HW3591  NAD 83(1986)-  38 55 24.56270(N)    079 51 43.88247(W) AD(       ) 4
 HW3591  NAD 27      -  38 55 24.18100(N)    079 51 44.62900(W) AD(       ) 3
 HW3591
 HW3591.Superseded values are not recommended for survey control.
 HW3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3591.See file dsdata.txt to determine how the superseded data were derived.
 HW3591
 HW3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9863308901(NAD 83)
 HW3591_MARKER: 42 = RADIO/TV MAST
 HW3591
 HW3591  HISTORY     - Date     Condition        Report By
 HW3591  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3591
 HW3591                          STATION DESCRIPTION
 HW3591
 HW3591'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3591'THE STATION IS LOCATED IN THE WEST PART OF ELKINS.
 HW3591'THE MAST IS OF
 HW3591'STEEL CONSTRUCTION, 207 FEET HIGH, AND IS ALTERNATELY PAINTED ORANGE
 HW3591'AND WHITE.  THE TOP OF THE MAST
 HW3591'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3618 ***********************************************************************
 HW3618  SACS        -  This is a Secondary Airport Control Station.
 HW3618  DESIGNATION -  ELKPORT
 HW3618  PID         -  HW3618
 HW3618  STATE/COUNTY-  WV/RANDOLPH
 HW3618  USGS QUAD   -  ELKINS (1995)
 HW3618
 HW3618                         *CURRENT SURVEY CONTROL
 HW3618  ___________________________________________________________________
 HW3618* NAD 83(1995)-  38 53 20.35586(N)    079 51 28.22215(W)     ADJUSTED  
 HW3618* NAVD 88     -       595.99   (meters)    1955.3    (feet)  GPS OBS   
 HW3618  ___________________________________________________________________
 HW3618  X           -     875,439.363 (meters)                     COMP
 HW3618  Y           -  -4,893,828.027 (meters)                     COMP
 HW3618  Z           -   3,983,086.700 (meters)                     COMP
 HW3618  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 HW3618  ELLIP HEIGHT-         564.98  (meters)          (10/04/01) GPS OBS
 HW3618  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HW3618
 HW3618  HORZ ORDER  -  FIRST
 HW3618  ELLP ORDER  -  FOURTH    CLASS II
 HW3618
 HW3618.This mark is at Elkins-Randolph Co-Jennings Randolph Fld Airport (EKN)
 HW3618
 HW3618.The horizontal coordinates were established by GPS observations
 HW3618.and adjusted by the National Geodetic Survey in November 1995..
 HW3618
 HW3618.The orthometric height was determined by GPS observations and a
 HW3618.high-resolution geoid model.
 HW3618
 HW3618.GPS derived orthometric heights for airport stations designated as
 HW3618.PACS or SACS are published to 2 decimal places.  This maintains
 HW3618.centimeter relative accuracy between the PACS and SACS.  It does
 HW3618.not indicate centimeter accuracy relative to other marks which are
 HW3618.part of the NAVD 88 network.
 HW3618
 HW3618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3618
 HW3618.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3618
 HW3618.The ellipsoidal height was determined by GPS observations
 HW3618.and is referenced to NAD 83.
 HW3618
 HW3618.The geoid height was determined by GEOID03.
 HW3618
 HW3618;                    North         East     Units Scale Factor Converg.
 HW3618;SPC WV S     -   210,275.310   699,093.291   MT  1.00000121   +0 42 21.9
 HW3618;UTM  17      - 4,305,077.455   599,057.446   MT  0.99972083   +0 43 01.6
 HW3618
 HW3618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3618!SPC WV S     -   0.99991136  x   1.00000121  =   0.99991257
 HW3618!UTM  17      -   0.99991136  x   0.99972083  =   0.99963222
 HW3618
 HW3618:                Primary Azimuth Mark                     Grid Az
 HW3618:SPC WV S     -  ELKPORT AZ MK                            226 26 45.3
 HW3618:UTM  17      -  ELKPORT AZ MK                            226 26 05.6
 HW3618
 HW3618|---------------------------------------------------------------------|
 HW3618| PID    Reference Object                     Distance      Geod. Az  |
 HW3618|                                                           dddmmss.s |
 HW3618| HW3623 ELKPORT AZ MK                       APPROX. 0.6 KM 2270907.2 |
 HW3618|---------------------------------------------------------------------|
 HW3618
 HW3618                          SUPERSEDED SURVEY CONTROL
 HW3618
 HW3618  ELLIP H (11/30/95)  565.06   (m)                       GP(       ) 4 2
 HW3618  ELLIP H (01/27/92)  565.01   (m)                       GP(       ) 4 1
 HW3618  NAD 83(1986)-  38 53 20.36360(N)    079 51 28.23765(W) AD(       ) 3
 HW3618  NAD 27      -  38 53 19.99360(N)    079 51 29.01036(W) AD(       ) 3
 HW3618  NGVD 29 (03/22/89)  596.0    (m)         1955.     (f) GPS OBS        
 HW3618
 HW3618.Superseded values are not recommended for survey control.
 HW3618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3618.See file dsdata.txt to determine how the superseded data were derived.
 HW3618
 HW3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9905705077(NAD 83)
 HW3618_MARKER: DS = TRIANGULATION STATION DISK
 HW3618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW3618_STAMPING: ELKPORT 1986
 HW3618_MARK LOGO: NGS   
 HW3618_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3618+STABILITY: SURFACE MOTION
 HW3618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3618+SATELLITE: SATELLITE OBSERVATIONS - July 04, 1996
 HW3618
 HW3618  HISTORY     - Date     Condition        Report By
 HW3618  HISTORY     - 1986     MONUMENTED       NGS
 HW3618  HISTORY     - 19861231 GOOD             NGS
 HW3618  HISTORY     - 19940922 GOOD             NGS
 HW3618  HISTORY     - 19960704 GOOD             NGS
 HW3618
 HW3618                          STATION DESCRIPTION
 HW3618
 HW3618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 HW3618'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 HW3618'SOUTHWEST OF ELKINS, AT THE ELKINS-RANDOLPH COUNTY-JENNINGS
 HW3618'AIRPORT, IN THE SOUTH QUADRANT OF THE INTERSECTION OF THE TWO
 HW3618'RUNWAYS.
 HW3618'OWNERSHIP--ELKINS-RANDOLPH COUNTY AIRPORT AUTHORITY, C/O AIRPORT
 HW3618'MANAGER JOE GAINER, ROUTE 1 BOX 271-1, ELKINS, WV 26241. PHONE
 HW3618'(304) 636-2726.
 HW3618'
 HW3618'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 33, 219 AND
 HW3618'250 AND STATE HIGHWAY 55 SOUTH, RANDOLPH AVENUE AND 11TH STREET, AT
 HW3618'THE SOUTHEAST EDGE OF ELKINS, GO SOUTH FOR 3.2 KM (2.0 MI) ON
 HW3618'HIGHWAY 219 TO SECONDARY ROUTE 219/11 ON THE RIGHT.
 HW3618'TURN RIGHT, THEN LEFT AND GO SOUTH FOR 1.0 KM (0.6 MI) ON STATE
 HW3618'ROUTE 219/11 TO A SIDE ROAD ON THE RIGHT.
 HW3618'TURN RIGHT AND GO NORTHWEST FOR 0.6 KM (0.35 MI) ON A PAVED ROAD TO
 HW3618'THE AIRPORT OFFICE.  PASS TO THE LEFT OF THE OFFICE THEN RIGHT FOR
 HW3618'0.1 KM (0.05 MI) ACROSS THE TARMAC TO THE FORK IN THE TAXIWAYS.
 HW3618'BEAR RIGHT, NORTH, FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT
 HW3618'JUST BEFORE REACHING THE RUNWAYS.
 HW3618'
 HW3618'THE STATION IS A STANDARD NGS DISK
 HW3618'STAMPED---ELKPORT 1986---,
 HW3618'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HW3618'32 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 HW3618'86.7 METERS (284.5 FT) SOUTHWEST FROM THE CENTER OF RUNWAY 14-32,
 HW3618'65.8 METERS (216.0 FT) NORTH FROM A WIND SOCK,
 HW3618'56.1 METERS (184.0 FT) SOUTHEAST FROM THE CENTER OF RUNWAY 5-23,
 HW3618'21.6 METERS (70.9 FT) WEST FROM THE CENTER OF THE TAXIWAY, AND
 HW3618'0.3 METERS (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 HW3618'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HW3618'STAMPED---ELKPORT 1986---,
 HW3618'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 HW3618'
 HW3618'DESCRIBED BY C. L. SMITH, TYPED BY C. L. SMITH.
 HW3618
 HW3618                          STATION RECOVERY (1986)
 HW3618
 HW3618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HW3618'THE STATION IS LOCATED AT THE ELKINS-RANDOLPH COUNTY-JENNINGS RANDOLPH
 HW3618'FIELD IN A TRIANGULAR AREA OF GRASS BOUNDED BY RUNWAY 5/23 AND TWO
 HW3618'TAXIWAYS.  THE STATION IS LOCATED 39.6 FT (12.1 M) SOUTHWEST OF THE
 HW3618'FIRST TAXIWAY LIGHT NORTHWEST OF THE TAXIWAY HOLDBAR, 100.6 FT (30.7
 HW3618'M) NORTHWEST OF THE FIRST TAXIWAY LIGHT SOUTHEAST OF THE HOLDBAR,
 HW3618'217.0 FT (66.1 M) NORTH OF TH EWINDSOCK, 108.0 FT (32.9 M) EAST OF THE
 HW3618'FIRST RUNWAY LIGHT SOUTHWEST OF THE INTERSECTION OF THE TWO RUNWAYS,
 HW3618'AND 70.8 FT (21.6 M) WEST OF THE CL OF THE NORTH-SOUTH TAXIWAY.  THE
 HW3618'STATION IS A STANDARD TRIANGULATION DISK SET IN THE TOP OF A CONCRETE
 HW3618'MONUMENT.  THE DISK IS STAMPED ELKPORT 1986 AND IS ALSO MARKED BY A
 HW3618'WITNESS POST.
 HW3618
 HW3618                          STATION RECOVERY (1994)
 HW3618
 HW3618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 HW3618'RECOVERED IN GOOD CONDITION, WITH FOLLOWING ADDITION.
 HW3618' 
 HW3618'TO REACH THIS STATION FROM THE TERMINAL BUILDING, PROCEED NORTHWEST ON
 HW3618'THE AIRPORT SERVICE ROAD LOCATED ADJACENT TO THE SOUTHWEST SIDE OF THE
 HW3618'TERMINAL BUILDING, FOLLOWING THE ROAD FOR 100 FT (30.5 M) TO THE END
 HW3618'OF THE BUILDING AND THEN TURNING RIGHT (NORTHEAST) AND CONTINUING
 HW3618'STRIEGHT FOR 0.1 MI (0.2 KM) TO THE PARALLEL TAXIWAY.  AT THE TAXIWAY,
 HW3618'TURN LEFT (NORTHWEST) AND CONTINUE FOR 0.1 MI (0.2 KM) TO WHERE THE
 HW3618'TAXIWAY BRANCHES TO THE RIGHT (NORTH-NORTHWEST) AND TO THE LEFT
 HW3618'(SOUTHWEST) , TAKE THE RIGHT BRANCH AND CONTINUE NORTH-NORTHWEST FOR
 HW3618'0.1 MI (0.2 KM) TO THE STATION LOCATED TO THE LEFT.
 HW3618' 
 HW3618'FOR ACCESS TO THE AIRPORT CONTACT-MR.  JOHN LOFTIS, AIRPORT MANAGER.
 HW3618'ADDRESS-RT 1 BOX 271-1, ELKINS, WEST VIRGINIA, 26241.  PHONE- (304)
 HW3618'636-2726.
 HW3618' 
 HW3618'DESCRIBED BY KRN.
 HW3618
 HW3618                          STATION RECOVERY (1996)
 HW3618
 HW3618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HW3618'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHWEST OF ELKINS, AT
 HW3618'THE ELKINS-RANDOLPH COUNTY-JENNINGS AIRPORT, IN THE SOUTH QUADRANT OF
 HW3618'THE INTERSECTION OF THE TWO RUNWAYS.  OWNERSHIP--ELKINS-RANDOLPH
 HW3618'COUNTY AIRPORT AUTHORITY, C/O AIRPORT MANAGER DON MYERS, ROUTE 1 BOX
 HW3618'271-1, ELKINS, WV 26241.  PHONE (304) 636-2726.  TO REACH THE STATION
 HW3618'FROM THE JUNCTION OF US HIGHWAYS 33, 219 AND 250 AND STATE HIGHWAY 55
 HW3618'SOUTH, RANDOLPH AVENUE AND 11TH STREET, AT THE SOUTHEAST EDGE OF
 HW3618'ELKINS, GO SOUTH FOR 3.2 KM (2.00 MI) ON HIGHWAY 219 TO SECONDARY
 HW3618'ROUTE 219/11 ON THE RIGHT.  TURN RIGHT, THEN LEFT AND GO SOUTH FOR 1.0
 HW3618'KM (0.60 MI) ON STATE ROUTE 219/11 TO A SIDE ROAD ON THE RIGHT. TURN
 HW3618'RIGHT AND GO NORTHWEST FOR 0.6 KM (0.35 MI) ON A PAVED ROAD TO THE
 HW3618'AIRPORT OFFICE.  PASS TO THE LEFT OF THE OFFICE THEN RIGHT FOR 0.1 KM
 HW3618'(0.05 MI) ACROSS THE TARMAC TO THE FORK IN THE TAXIWAYS.  BEAR RIGHT,
 HW3618'NORTH, FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT JUST BEFORE
 HW3618'REACHING THE RUNWAYS.  THE STATION IS A STANDARD NGS DISK
 HW3618'STAMPED---ELKPORT 1986---, SET INTO THE TOP OF A ROUND CONCRETE
 HW3618'MONUMENT 32 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 86.7
 HW3618'METERS (284.4 FT) SOUTHWEST FROM THE CENTER OF RUNWAY 14-32, 65.8
 HW3618'METERS (215.9 FT) NORTH FROM A WIND SOCK, 56.1 METERS (184.1 FT)
 HW3618'SOUTHEAST FROM THE CENTER OF RUNWAY 5-23, 21.6 METERS (70.9 FT) WEST
 HW3618'FROM THE CENTER OF THE TAXIWAY, AND 0.3 METERS (1.0 FT) SOUTH FROM A
 HW3618'FIBERGLASS WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HW3618'STAMPED---ELKPORT 1986---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.2
 HW3618'METERS (3.9 FT) BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3623 ***********************************************************************
 HW3623  SACS        -  This is a Secondary Airport Control Station.
 HW3623  DESIGNATION -  ELKPORT AZ MK
 HW3623  PID         -  HW3623
 HW3623  STATE/COUNTY-  WV/RANDOLPH
 HW3623  USGS QUAD   -  ELKINS (1995)
 HW3623
 HW3623                         *CURRENT SURVEY CONTROL
 HW3623  ___________________________________________________________________
 HW3623* NAD 83(1995)-  38 53 06.82284(N)    079 51 46.88854(W)     ADJUSTED  
 HW3623* NAVD 88     -       600.92   (meters)    1971.5    (feet)  GPS OBS   
 HW3623  ___________________________________________________________________
 HW3623  X           -     875,043.270 (meters)                     COMP
 HW3623  Y           -  -4,894,168.923 (meters)                     COMP
 HW3623  Z           -   3,982,764.926 (meters)                     COMP
 HW3623  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 HW3623  ELLIP HEIGHT-         569.90  (meters)          (05/15/02) GPS OBS
 HW3623  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HW3623
 HW3623  HORZ ORDER  -  FIRST
 HW3623  ELLP ORDER  -  FOURTH    CLASS II
 HW3623
 HW3623.This mark is at Elkins-Randolph Co-Jennings Randolph Fld Airport (EKN)
 HW3623
 HW3623.The horizontal coordinates were established by GPS observations
 HW3623.and adjusted by the National Geodetic Survey in November 1995..
 HW3623
 HW3623.The orthometric height was determined by GPS observations and a
 HW3623.high-resolution geoid model.
 HW3623
 HW3623.GPS derived orthometric heights for airport stations designated as
 HW3623.PACS or SACS are published to 2 decimal places.  This maintains
 HW3623.centimeter relative accuracy between the PACS and SACS.  It does
 HW3623.not indicate centimeter accuracy relative to other marks which are
 HW3623.part of the NAVD 88 network.
 HW3623
 HW3623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3623
 HW3623.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3623
 HW3623.The ellipsoidal height was determined by GPS observations
 HW3623.and is referenced to NAD 83.
 HW3623
 HW3623.The geoid height was determined by GEOID03.
 HW3623
 HW3623;                    North         East     Units Scale Factor Converg.
 HW3623;SPC WV S     -   209,852.491   698,648.575   MT  1.00000040   +0 42 10.3
 HW3623;UTM  17      - 4,304,654.670   598,612.936   MT  0.99971974   +0 42 49.7
 HW3623
 HW3623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3623!SPC WV S     -   0.99991059  x   1.00000040  =   0.99991099
 HW3623!UTM  17      -   0.99991059  x   0.99971974  =   0.99963036
 HW3623
 HW3623:                Primary Azimuth Mark                     Grid Az
 HW3623:SPC WV S     -  ELKPORT                                  046 26 45.1
 HW3623:UTM  17      -  ELKPORT                                  046 26 05.7
 HW3623
 HW3623|---------------------------------------------------------------------|
 HW3623| PID    Reference Object                     Distance      Geod. Az  |
 HW3623|                                                           dddmmss.s |
 HW3623| HW3618 ELKPORT                             APPROX. 0.6 KM 0470855.4 |
 HW3623|---------------------------------------------------------------------|
 HW3623
 HW3623                          SUPERSEDED SURVEY CONTROL
 HW3623
 HW3623  ELLIP H (11/30/95)  569.99   (m)                       GP(       ) 4 2
 HW3623  ELLIP H (01/27/92)  569.91   (m)                       GP(       ) 4 1
 HW3623  NAD 83(1986)-  38 53 06.83167(N)    079 51 46.90291(W) AD(       ) 3
 HW3623  NAD 27      -  38 53 06.45660(N)    079 51 47.67720(W) AD(       ) 3
 HW3623  NGVD 29 (03/22/89)  600.9    (m)         1971.     (f) GPS OBS        
 HW3623
 HW3623.Superseded values are not recommended for survey control.
 HW3623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3623.See file dsdata.txt to determine how the superseded data were derived.
 HW3623
 HW3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9861304655(NAD 83)
 HW3623_MARKER: DZ = AZIMUTH MARK DISK
 HW3623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW3623_STAMPING: ELKPORT 1986
 HW3623_MARK LOGO: NGS   
 HW3623_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3623+STABILITY: SURFACE MOTION
 HW3623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3623+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 HW3623
 HW3623  HISTORY     - Date     Condition        Report By
 HW3623  HISTORY     - 1986     MONUMENTED       NGS
 HW3623  HISTORY     - 19861231 GOOD             NGS
 HW3623  HISTORY     - 19940921 GOOD             NGS
 HW3623  HISTORY     - 19960717 GOOD             NGS
 HW3623
 HW3623                          STATION DESCRIPTION
 HW3623
 HW3623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 HW3623'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 HW3623'SOUTHWEST OF ELKINS, AT THE ELKINS-RANDOLPH COUNTY-JENNINGS
 HW3623'AIRPORT, AT THE SOUTHWEST CORNER OF RUNWAY 5-23.
 HW3623'OWNERSHIP--ELKINS-RANDOLPH COUNTY AIRPORT AUTHORITY, C/O AIRPORT
 HW3623'MANAGER, JOE GAINER, RT. 1 BOX 271-1, ELKINS, WV 26241. PHONE
 HW3623'(304) 636-2726.
 HW3623'
 HW3623'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 33, 219, AND
 HW3623'250 AND STATE HIGHWAY 55 SOUTH, RANDOLPH AVENUE AND 11TH STREET, AT
 HW3623'THE SOUTHEAST EDGE OF ELKINS,  GO SOUTH FOR
 HW3623'3.2 KM (2.0 MI) ON  HIGHWAY 219 TO SECONDARY ROAD 219/11.  TURN
 HW3623'RIGHT, THEN LEFT, AND GO SOUTH FOR 1.0 KM (0.6 MI) ON STATE ROUTE
 HW3623'219/11 TO A SIDE ROAD ON THE RIGHT.
 HW3623'TURN RIGHT AND GO NORTHWEST FOR 0.6 KM (0.35 MI) ON PAVED ROAD
 HW3623'TO THE AIRPORT OFFICE. PASS TO THE LEFT OF THE OFFICE THEN RIGHT,
 HW3623'NORTH, FOR 0.1 KM (0.05 MI) ACROSS THE TARMAC TO A FORK IN THE
 HW3623'TAXIWAYS.  BEAR LEFT, WEST, FOR 0.2 KM (0.1 MI) ON THE TAXIWAY TO
 HW3623'THE RUNWAY.
 HW3623'TURN LEFT AND GO SOUTHWEST FOR 0.4 KM (0.25 MI) ON THE RUNWAY TO
 HW3623'THE SOUTHWEST END OF THE RUNWAY AND THE STATION ON THE RIGHT.
 HW3623'
 HW3623'THE STATION IS A STANDARD NGS DISK
 HW3623'STAMPED---ELKPORT 1986---,
 HW3623'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HW3623'30 CM IN DIAMETER RECESSED 4 CM BELOW GROUND.  LOCATED
 HW3623'84.8 METERS (278.2 FT) SOUTHWEST FROM THE CENTER OF A ONE LANE
 HW3623'PAVED ROAD,
 HW3623'32.7 METERS (107.3 FT) NORTHWEST FROM THE CENTER OF RUNWAY 5,
 HW3623'12.7 METERS (41.7 FT) NORTHWEST FROM THE WESTERNMOST BLUE LANDING
 HW3623'LIGHT AT THE END OF THE RUNWAY,
 HW3623'12.5 METERS (41.0 FT) NORTH FROM THE SOUTHWEST CORNER OF THE
 HW3623'RUNWAY, AND
 HW3623'0.3 METERS (1.0 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 HW3623'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HW3623'STAMPED---ELKPORT 1986---,
 HW3623'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 HW3623'
 HW3623'DESCRIBED BY C. L. SMITH, TYPED BY H. G. BEARD.
 HW3623
 HW3623                          STATION RECOVERY (1986)
 HW3623
 HW3623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DRM)
 HW3623'THE STATION IS LOCATED AT THE ELKINS-RANDOLPH COUNTY-JENNINGS RANDOLPH
 HW3623'FIELD NEAR RUNWAY END 5 ON THE NORTHWEST SIDE OF THE RUNWAY.  THE
 HW3623'STATION IS LOCATED 110.6 FT (33.7 M) NORTHWEST OF THE CL END RWY 5,
 HW3623'166.0 FT (50.6 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT ON THE NORTHWEST
 HW3623'SIDE OF THE RUNWAY, 41.5 FT (12.6 M) NORTH OF THE NORTHWESTERLY MOST
 HW3623'THRESHOLD LIGHT, AND 48.82 FT (14.88 M) EAST OF AP 1964 STA B2.  THE
 HW3623'STATION IS A STANDARD AZIMUTH MARK DISK STAMPED ELKPORT 1986, AND SET
 HW3623'IN THE TOP OF A CONCRETE MONUMENT THAT IS ABOUT 0.2 FT (6.1 CM) BELOW
 HW3623'THE GROUND.  A WITNESS POST ALSO MARKS THE DISK.
 HW3623
 HW3623                          STATION RECOVERY (1994)
 HW3623
 HW3623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 HW3623'RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING ADDITION.
 HW3623' 
 HW3623'TO REACH THE STATION FROM THE TERMINAL BUILDING, ENTER THE AIRPORT
 HW3623'ACCESS ROAD LOCATED ADJACENT TO THE SOUTHWEST SIDE OF THE TERMINAL
 HW3623'BUILDING, PROCEED 100FT STREIGHT (NORTHWEST) ON THE ACCESS ROAD TO THE
 HW3623'NORTHWEST END OF THE TERMINAL BUILDING, TURN RIGHT (NORTHEAST) ON THE
 HW3623'ACCESS ROAD AND CONTINUE FOR 0.1 MI (0.2 KM) TO THE TAXIWAY, TURN LEFT
 HW3623'(NORTHWEST) ON THE TAXIAY AND CONTINUE FOR 0.1 MI (0.2 KM) TO WHERE
 HW3623'THE TAXIWAY BRANCHES LEFT (SOUTHWEST) AND RIGHT (NORTHWEST) . TAKE THE
 HW3623'LEFT (SOUTHWEST) BRANCH AND CONTINUE FOR 0.1 MI (0.2 KM) TO THE
 HW3623'INTERSECTION OF THE SOUTHWEST TAXIWAY AND RUNWAY 5-23.  TURN LEFT
 HW3623'(SOUTH-SOUTHWEST) ONTO RUNWAY 5-23 AND DRIVE ON THE RUNWAY TOWARDS
 HW3623'RUNWAY END 5 FOR 0.2 MI (0.3 KM) TO THE END OF RUNWAY 5 THEN TURN
 HW3623'RIGHT (NORTHWEST) OFF THE RUNWAY TO THE STATION.
 HW3623' 
 HW3623'FOR ACCESS TO THE AIRPORT CONTACT-MR.  JOHN LOFTIS, AIRPORT MANAGER.
 HW3623'ADDRESS-RT 1 BOX 271-1, ELKINS, WEST VIRGINIA, 26241.  PHONE- (304)
 HW3623'636-2726.
 HW3623' 
 HW3623'DESCRIBED BY KRN.
 HW3623
 HW3623                          STATION RECOVERY (1996)
 HW3623
 HW3623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HW3623'RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING ADDITION.  TO REACH
 HW3623'THE STATION FROM THE TERMINAL BUILDING, ENTER THE AIRPORT ACCESS ROAD
 HW3623'LOCATED ADJACENT TO THE SOUTHWEST SIDE OF THE TERMINAL BUILDING,
 HW3623'PROCEED 100FT STREIGHT (NORTHWEST) ON THE ACCESS ROAD TO THE NORTHWEST
 HW3623'END OF THE TERMINAL BUILDING, TURN RIGHT (NORTHEAST) ON THE ACCESS
 HW3623'ROAD AND CONTINUE FOR 0.1 MI (0.2 KM) TO THE TAXIWAY, TURN LEFT
 HW3623'(NORTHWEST) ON THE TAXIAY AND CONTINUE FOR 0.1 MI (0.2 KM) TO WHERE
 HW3623'THE TAXIWAY BRANCHES LEFT (SOUTHWEST) AND RIGHT (NORTHWEST) . TAKE THE
 HW3623'LEFT (SOUTHWEST) BRANCH AND CONTINUE FOR 0.1 MI (0.2 KM) TO THE
 HW3623'INTERSECTION OF THE SOUTHWEST TAXIWAY AND RUNWAY 5-23.  TURN LEFT
 HW3623'(SOUTH-SOUTHWEST) ONTO RUNWAY 5-23 AND DRIVE ON THE RUNWAY TOWARDS
 HW3623'RUNWAY END 5 FOR 0.2 MI (0.3 KM) TO THE END OF RUNWAY 5 THEN TURN
 HW3623'RIGHT (NORTHWEST) OFF THE RUNWAY TO THE STATION.  FOR ACCESS TO THE
 HW3623'AIRPORT CONTACT-MR.  DON MYERS, AIRPORT MANAGER.  ADDRESS-RT 1 BOX
 HW3623'271-1, ELKINS, WEST VIRGINIA, 26241.  PHONE- (304) 636-2726.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2508 ***********************************************************************
 AJ2508  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2508  DESIGNATION -  ELKVIEW
 AJ2508  PID         -  AJ2508
 AJ2508  STATE/COUNTY-  WV/KANAWHA
 AJ2508  USGS QUAD   -  BLUE CREEK (1995)
 AJ2508
 AJ2508                         *CURRENT SURVEY CONTROL
 AJ2508  ___________________________________________________________________
 AJ2508* NAD 83(1995)-  38 27 24.52229(N)    081 29 45.18834(W)     ADJUSTED  
 AJ2508* NAVD 88     -       192.4    (meters)     631.     (feet)  GPS OBS   
 AJ2508  ___________________________________________________________________
 AJ2508  X           -     739,576.217 (meters)                     COMP
 AJ2508  Y           -  -4,946,190.341 (meters)                     COMP
 AJ2508  Z           -   3,945,375.382 (meters)                     COMP
 AJ2508  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 AJ2508  ELLIP HEIGHT-         159.25  (meters)          (04/23/01) GPS OBS
 AJ2508  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AJ2508
 AJ2508  HORZ ORDER  -  A
 AJ2508  ELLP ORDER  -  FOURTH    CLASS I
 AJ2508
 AJ2508.The horizontal coordinates were established by GPS observations
 AJ2508.and adjusted by the National Geodetic Survey in April 2001..
 AJ2508
 AJ2508.The orthometric height was determined by GPS observations and a
 AJ2508.high-resolution geoid model.
 AJ2508
 AJ2508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2508
 AJ2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2508
 AJ2508.The ellipsoidal height was determined by GPS observations
 AJ2508.and is referenced to NAD 83.
 AJ2508
 AJ2508.The geoid height was determined by GEOID03.
 AJ2508
 AJ2508;                    North         East     Units Scale Factor Converg.
 AJ2508;SPC WV S     -   161,806.682   556,719.641   MT  0.99993694   -0 18 23.6
 AJ2508;UTM  17      - 4,256,617.654   456,733.895   MT  0.99962305   -0 18 30.3
 AJ2508
 AJ2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2508!SPC WV S     -   0.99997501  x   0.99993694  =   0.99991195
 AJ2508!UTM  17      -   0.99997501  x   0.99962305  =   0.99959807
 AJ2508
 AJ2508                          SUPERSEDED SURVEY CONTROL
 AJ2508
 AJ2508.No superseded survey control is available for this station.
 AJ2508
 AJ2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5673456618(NAD 83)
 AJ2508_MARKER: DD = SURVEY DISK
 AJ2508_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ2508_SP_SET: LARGE CONCRETE RETAINING WALL
 AJ2508_STAMPING: RICHARD HENLINE PS 1984 ELKVIEW 2000
 AJ2508_MARK LOGO: NONE  
 AJ2508_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2508+STABILITY: SURFACE MOTION
 AJ2508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2508+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 AJ2508
 AJ2508  HISTORY     - Date     Condition        Report By
 AJ2508  HISTORY     - 20000320 MONUMENTED       WVALS
 AJ2508  HISTORY     - 20041214 GOOD             INDIV
 AJ2508  HISTORY     - 20060716 GOOD             INDIV
 AJ2508
 AJ2508                          STATION DESCRIPTION
 AJ2508
 AJ2508'DESCRIBED BY WV ASSOCIATION OF LAND SURVEYORS 2000 (RH)
 AJ2508'THE STATION IS LOCATED ABOUT 17.0 KM (10.6 MI) NORTHEAST OF
 AJ2508'CHARLESTON, 14.1 KM (8.8 MI) SOUTHEAST OF SISSONVILLE AND 13.5 KM (8.4
 AJ2508'MI) WEST-SOUTHWEST OF CLENDENIN.
 AJ2508'
 AJ2508'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 AJ2508'HIGHWAY 79 AND COUNTY ROUTE 43 GO NORTHWEST ON ROUTE 43 FOR
 AJ2508'0.16 KM (0.1 MI) TO THE JUNCTION OF COUNTY ROUTE 53 ON THE RIGHT.
 AJ2508'TURN RIGHT AND GO EAST ON ROUTE 53 FOR 46 M (150 FT) TO THE
 AJ2508'ENTRANCE TO A PARK AND RIDE PARKING LOT.  TURN RIGHT INTO THE LOT
 AJ2508'AND DRIVE SOUTH TO THE END OF THE LOT AND PARK.  CONTINUE SOUTH
 AJ2508'ON FOOT FOR 32 M (105 FT) TO THE STATION IN A LARGE CONCRETE
 AJ2508'RETAINING WALL WITH TWO LARGE CULVERTS AND THE STATION IN TOP OF
 AJ2508'THE NORTHWEST CORNER.
 AJ2508'
 AJ2508'THE STATION IS 3.66 M (12 FT) BELOW THE LEVEL OF THE PARK AND RIDE
 AJ2508'PARKING LOT, 0.3 M (1.0 FT) WEST OF THE FACE OF THE RETAINING WALL
 AJ2508'AND 0.15 M (0.5 FT) NORTH OF THE BEND IN THE RETAINING WALL.
 AJ2508
 AJ2508                          STATION RECOVERY (2004)
 AJ2508
 AJ2508'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 AJ2508'RECOVERED IN GOOD CONDITION.
 AJ2508
 AJ2508                          STATION RECOVERY (2006)
 AJ2508
 AJ2508'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RL)
 AJ2508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2832 ***********************************************************************
 HX2832  DESIGNATION -  ELLAMORE
 HX2832  PID         -  HX2832
 HX2832  STATE/COUNTY-  WV/UPSHUR
 HX2832  USGS QUAD   -  ELLAMORE (1987)
 HX2832
 HX2832                         *CURRENT SURVEY CONTROL
 HX2832  ___________________________________________________________________
 HX2832* NAD 83(1995)-  38 54 51.55264(N)    080 05 56.89846(W)     ADJUSTED  
 HX2832* NAVD 88     -       664.1    (meters)    2179.     (feet)  VERTCON   
 HX2832  ___________________________________________________________________
 HX2832  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 HX2832  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HX2832
 HX2832  HORZ ORDER  -  THIRD
 HX2832
 HX2832.The horizontal coordinates were established by classical geodetic methods
 HX2832.and adjusted by the National Geodetic Survey in April 1998..
 HX2832
 HX2832.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2832
 HX2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2832
 HX2832.The geoid height was determined by GEOID03.
 HX2832
 HX2832;                    North         East     Units Scale Factor Converg.
 HX2832;SPC WV S     -   212,856.694   678,131.722   MT  1.00000675   +0 33 24.9
 HX2832;UTM  17      - 4,307,654.376   578,101.859   MT  0.99967511   +0 33 57.3
 HX2832
 HX2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2832!SPC WV S     -   0.99990074  x   1.00000675  =   0.99990748
 HX2832!UTM  17      -   0.99990074  x   0.99967511  =   0.99957588
 HX2832
 HX2832:                Primary Azimuth Mark                     Grid Az
 HX2832:SPC WV S     -  AIRWAY BEACON 25                         106 44 58.9
 HX2832:UTM  17      -  AIRWAY BEACON 25                         106 44 26.5
 HX2832
 HX2832|---------------------------------------------------------------------|
 HX2832| PID    Reference Object                     Distance      Geod. Az  |
 HX2832|                                                           dddmmss.s |
 HX2832| HW3598 AIRWAY BEACON 25                    APPROX.15.7 KM 1071823.8 |
 HX2832| DC3327 ELLAMORE RM 1                        98.680 METERS 23239     |
 HX2832| DC3326 ELLAMORE AZ MK                                     2452648.3 |
 HX2832| DC3328 ELLAMORE RM 2                        11.156 METERS 32554     |
 HX2832|---------------------------------------------------------------------|
 HX2832
 HX2832                          SUPERSEDED SURVEY CONTROL
 HX2832
 HX2832  NAD 83(1986)-  38 54 51.55786(N)    080 05 56.91069(W) AD(       ) 3
 HX2832  NAD 27      -  38 54 51.19080(N)    080 05 57.63240(W) AD(       ) 3
 HX2832  NGVD 29 (07/19/86)  664.3    (m)         2179.     (f) VERT ANG       
 HX2832
 HX2832.Superseded values are not recommended for survey control.
 HX2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2832.See file dsdata.txt to determine how the superseded data were derived.
 HX2832
 HX2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7810207654(NAD 83)
 HX2832_MARKER: DS = TRIANGULATION STATION DISK
 HX2832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2832
 HX2832  HISTORY     - Date     Condition        Report By
 HX2832  HISTORY     - 1956     MONUMENTED       CGS
 HX2832
 HX2832                          STATION DESCRIPTION
 HX2832
 HX2832'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HX2832'STATION IS LOCATED, AIRLINE, ABOUT 13 MILES WEST OF ELKINS, 1 MILE
 HX2832'WEST OF ELLAMORE, 1/2
 HX2832'MILE SOUTH OF U.S. HIGHWAY 33 AND ON TOP OF A LOW HILL WHICH IS BARE
 HX2832'OF TREES AND IN CULTIVATION.  IT
 HX2832'IS ON THE PROPERTY OF THE ELKINS VOR STATION.
 HX2832'
 HX2832'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF U.S. HIGHWAY 250
 HX2832'AND U.S.  HIGHWAY 33, ABOUT
 HX2832'7 MILES EAST OF ELKINS, GO WEST ON U.S. HIGHWAY 33 FOR 10.0 MILES TO
 HX2832'THE NORTH END OF A STEEL BRIDGE,
 HX2832'TURN SHARP LEFT ON A GRAVELED ROAD AND GO 0.7 MILES TO
 HX2832'A FORK, TAKE THE RIGHT FORK AND GO 0.4 MILE TO A
 HX2832'FORK, TAKE TWO RIGHT FORKS, THROUGH
 HX2832'A FARM YARD, AND FOLLOW A TRACK ROAD FOR 0.35 MILE TO THE VOR DOME
 HX2832'AND THE STATION.
 HX2832'
 HX2832'STATION MARK, STAMPED ELLAMORE 1956, IS A STANDARD DISK SET IN THE
 HX2832'TOP OF A ROUND CONCRETE
 HX2832'POST 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS INSIDE
 HX2832'THE FENCE SURROUNDING THE VOR DOME,
 HX2832'8.0 FEET NORTH NORTHEAST OF THE EAST GATE POST AND 4.0
 HX2832'FEET NORTH OF THE FENCE LINE.
 HX2832'
 HX2832'REFERENCE MARK NUMBER 1, STAMPED ELLAMORE NO 1 1956, IS A STANDARD
 HX2832'DISK SET IN THE TOP OF A
 HX2832'ROUND CONCRETE POST 12 INCHES IN DIAMETER, FLUSH WITH THE GROUND AND
 HX2832'IS ABOUT 10 INCHES LOWER THAN THE
 HX2832'STATION.  IT IS 10.0 FEET WEST OF THE WEST GATE POST AND
 HX2832'10 INCHES NORTH OF THE FENCE LINE.
 HX2832'
 HX2832'REFERENCE MARK NUMBER 2, STAMPED ELLAMORE NO 2 1956, IS A STANDARD
 HX2832'DISK CEMENTED IN A DRILL HOLE
 HX2832'IN THE CONCRETE STEP AT THE ENTRANCE TO THE GENARATOR ROOM OF THE VOR
 HX2832'BUILDING.  IT IS ABOUT 12 INCHES
 HX2832'HIGHER THAN THE STATION AND 2.0 FEET SOUTH OF THE
 HX2832'SOUTHEAST CORNER OF THE BUILDING.  IT IS FLUSH WITH
 HX2832'THE STEP WHICH IS 8 INCHES FROM THE GROUND.
 HX2832'
 HX2832'AZIMUTH MARK, STAMPED ELLAMORE 1956, IS A STANDARD DISK CEMENTED N A
 HX2832'DRILL HOLE IN A LARGE
 HX2832'BOULDER 8 BY 10 FEET AND PROJECTING 10 FEET.  TO REACH FROM THE
 HX2832'STATION, FOLLOW THE TRACK ROAD FOR
 HX2832'0.35 MILE TO THE MAIN ROAD, TURN LEFT AND THEN BEAR RIGHT ON
 HX2832'THE MAIN ROAD FOR 0.8 MILE TO A FORK, TAKE
 HX2832'THE LEFT FORK AND GO 0.2 MILE TO THE AZIMUTH
 HX2832'MARK ON THE RIGHT.  IT IS IN THE FENCE LINE, 10.0 FEET WEST
 HX2832'OF THE CENTERLINE OF THE ROAD AND
 HX2832'10.0 FEET NORTHEAST OF A LARGE CHERRY TREE.
 HX2832'
 HX2832'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3528 ***********************************************************************
 HW3528  DESIGNATION -  ELLEBER
 HW3528  PID         -  HW3528
 HW3528  STATE/COUNTY-  WV/POCAHONTAS
 HW3528  USGS QUAD   -  HIGHTOWN (1995)
 HW3528
 HW3528                         *CURRENT SURVEY CONTROL
 HW3528  ___________________________________________________________________
 HW3528* NAD 83(1995)-  38 25 12.72953(N)    079 43 21.12071(W)     ADJUSTED  
 HW3528* NAVD 88     -      1400.6    (meters)    4595.     (feet)  VERTCON   
 HW3528  ___________________________________________________________________
 HW3528  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 HW3528  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HW3528
 HW3528  HORZ ORDER  -  SECOND
 HW3528
 HW3528.The horizontal coordinates were established by classical geodetic methods
 HW3528.and adjusted by the National Geodetic Survey in April 1998..
 HW3528
 HW3528.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3528
 HW3528.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3528
 HW3528.The geoid height was determined by GEOID03.
 HW3528
 HW3528;                    North         East     Units Scale Factor Converg.
 HW3528;SPC WV S     -   158,396.142   711,548.888   MT  0.99993412   +0 47 23.0
 HW3528;SPC VA N     - 2,084,351.742 3,393,245.500   MT  0.99995428   -0 45 46.8
 HW3528;SPC VA N     - 6,838,410.67 11,132,672.94   sFT  0.99995428   -0 45 46.8
 HW3528;UTM  17      - 4,253,211.672   611,517.273   MT  0.99975315   +0 47 38.1
 HW3528
 HW3528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3528!SPC WV S     -   0.99978510  x   0.99993412  =   0.99971923
 HW3528!SPC VA N     -   0.99978510  x   0.99995428  =   0.99973939
 HW3528!UTM  17      -   0.99978510  x   0.99975315  =   0.99953830
 HW3528
 HW3528|---------------------------------------------------------------------|
 HW3528| PID    Reference Object                     Distance      Geod. Az  |
 HW3528|                                                           dddmmss.s |
 HW3528| DC3330 ELLEBER RM 1                          9.629 METERS 08407     |
 HW3528| DC3329 ELLEBER AZ MK                                      1494903.4 |
 HW3528| DC3331 ELLEBER RM 2                          7.431 METERS 20217     |
 HW3528|---------------------------------------------------------------------|
 HW3528
 HW3528                          SUPERSEDED SURVEY CONTROL
 HW3528
 HW3528  NAD 83(1995)-  38 25 12.73216(N)    079 43 21.12346(W) AD(       ) 2
 HW3528  NAD 83(1986)-  38 25 12.73182(N)    079 43 21.12947(W) AD(       ) 2
 HW3528  NAD 27      -  38 25 12.30100(N)    079 43 21.93790(W) AD(       ) 2
 HW3528  NGVD 29 (07/19/86) 1400.6    (m)         4595.     (f) VERT ANG       
 HW3528
 HW3528.Superseded values are not recommended for survey control.
 HW3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3528.See file dsdata.txt to determine how the superseded data were derived.
 HW3528
 HW3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC1151753212(NAD 83)
 HW3528_MARKER: DS = TRIANGULATION STATION DISK
 HW3528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3528
 HW3528  HISTORY     - Date     Condition        Report By
 HW3528  HISTORY     - 1957     MONUMENTED       CGS
 HW3528
 HW3528                          STATION DESCRIPTION
 HW3528
 HW3528'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3528'STATION IS APPROXIMATELY 10.5 MILES SOUTHEAST OF DURBIN, 8.0 MILES
 HW3528'WEST OF MONTEREY, VIRGINIA, 6.0
 HW3528'MILES EAST OF GREEN BANK, 1.0 MILE WEST OF THE VIRGINIA-WEST
 HW3528'VIRGINIA STATE LINE THAT RUNS
 HW3528'ALONG THE TOP OF ALLEGHENY MOUNTAIN, ON A HIGH BAREN
 HW3528'TOPPED, GRASSY MOUNTAIN KNOWN AS ELLEBER KNOB
 HW3528'AND ON PROPERTY OF THE MONONGAHELA
 HW3528'NATIONAL FOREST.
 HW3528'
 HW3528'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 220 AND U.S. HIGHWAY 250
 HW3528'IN MONTEREY, VIRGINIA, GO
 HW3528'NORTHWEST ON U.S. HIGHWAY 250 FOR 8.6 MILES TO A ROAD ON THE LEFT
 HW3528'(ABOUT 50 YARDS AFTER PASSING A
 HW3528'BEER TAVERN ON THE LEFT), TURN LEFT AND GO ABOUT 50 FEET AND
 HW3528'THEN TURN SHARP LEFT AND GO DOWN HILL ON
 HW3528'GRADED ROAD FOR 0.25 MILE TO A FORK, KEEP
 HW3528'SHARP RIGHT WITH THE MAIN ROAD AND CONTINUE DOWN MOUNTAIN
 HW3528'FOR 1.75 MILES TO A ROAD ON THE
 HW3528'LEFT, KEEP RIGHT AND GO 0.1 MILE TO A BRIDGE OVER STREAM, CROSS
 HW3528'BRIDGE AND KEEP LEFT WITH ROAD
 HW3528'AND GO 2.8 MILES TO A FORK, TAKE THE RIGHT FORK AND GO 0.3 MILE TO A
 HW3528'LOCKED GATE (U.S. FOREST SERVICE
 HW3528'KEY WILL UNLOCK GATE), PASS THROUGH GATE AND CONTINUE
 HW3528'ON GRADED ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON
 HW3528'THE LEFT.  CONTINUE STRAIGHT AHEAD
 HW3528'ON GRADED ROAD FOR 0.25 MILE TO A WOODEN GATE, PASS THROUGH GATE AND
 HW3528'CONTINUE ON GRADED ROAD AROUND THE
 HW3528'LEFT SIDE OF BAREN RIDGE FOR 0.4 MILE TO A SLOPING BANK ON THE RIGHT,
 HW3528'TURN RIGHT AND GO NORTHEAST
 HW3528'THROUGH PASTURE FOR 0.1 MILE TO THE HIGHEST POINT AND THE
 HW3528'STATION.
 HW3528'
 HW3528'STATION MARKS ARE STANDARD DISKS STAMPED ELLEBER 1957.  THE SURFACE
 HW3528'DISK IS SET IN A SQUARE
 HW3528'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 HW3528'DISK IS SET IN AN IRREGULAR MASS
 HW3528'OF CONCRETE 20 INCHES BELOW THE SURFACE OF THE GROUND.  A
 HW3528'STANDARD WITNESS POST WAS SET 4 FEET
 HW3528'SOUTH-SOUTHEAST OF THE MARK.
 HW3528'
 HW3528'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ELLEBER NO 1 1957, IS
 HW3528'SET IN A SQUARE CONCRETE
 HW3528'POST WHICH PROJECTS 3 INCHES.
 HW3528'
 HW3528'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ELLEBER NO 2 1957, IS
 HW3528'SET IN A SQUARE CONCRETE
 HW3528'POST WHICH PROJECTS 3 INCHES.
 HW3528'
 HW3528'AZIMUTH MARK, A STANDARD DISK STAMPED ELLEBER 1957, IS SET IN A
 HW3528'SQUARE CONCRETE POST WHICH
 HW3528'PROJECTS 4 INCHES.  IT IS APPROXIMATELY 100 FEET EAST-NORTHEAST OF A
 HW3528'SMALL POND, 32 FEET SOUTHWEST OF
 HW3528'THE CENTER OF TRACK ROAD AND IS SET IN AN OLD FENCE LINE.
 HW3528'A STANDARD WITNESS POST WAS SET 3 FEET
 HW3528'NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0398 ***********************************************************************
 JY0398  DESIGNATION -  ELLEN
 JY0398  PID         -  JY0398
 JY0398  STATE/COUNTY-  WV/MASON
 JY0398  USGS QUAD   -  POMEROY (1992)
 JY0398
 JY0398                         *CURRENT SURVEY CONTROL
 JY0398  ___________________________________________________________________
 JY0398* NAD 83(1986)-  39 01 22.     (N)    082 01 48.     (W)     SCALED    
 JY0398* NAVD 88     -       176.910  (meters)     580.41   (feet)  ADJUSTED  
 JY0398  ___________________________________________________________________
 JY0398  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JY0398  DYNAMIC HT  -         176.799 (meters)     580.05  (feet)  COMP
 JY0398  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 JY0398
 JY0398  VERT ORDER  -  FIRST     CLASS II
 JY0398
 JY0398.The horizontal coordinates were scaled from a topographic map and have
 JY0398.an estimated accuracy of +/- 6 seconds.
 JY0398
 JY0398.The orthometric height was determined by differential leveling
 JY0398.and adjusted by the National Geodetic Survey in June 1991..
 JY0398
 JY0398.The geoid height was determined by GEOID03.
 JY0398
 JY0398.The dynamic height is computed by dividing the NAVD 88
 JY0398.geopotential number by the normal gravity value computed on the
 JY0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0398.degrees latitude (g = 980.6199 gals.).
 JY0398
 JY0398.The modeled gravity was interpolated from observed gravity values.
 JY0398
 JY0398;                    North         East    Units  Estimated Accuracy
 JY0398;SPC WV S     -   225,010.      510,800.      MT  (+/- 180 meters Scaled)
 JY0398
 JY0398                          SUPERSEDED SURVEY CONTROL
 JY0398
 JY0398  NGVD 29 (??/??/92)  177.111  (m)          581.07   (f) ADJ UNCH    1 2
 JY0398
 JY0398.Superseded values are not recommended for survey control.
 JY0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0398.See file dsdata.txt to determine how the superseded data were derived.
 JY0398
 JY0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD108198(NAD 83)
 JY0398_MARKER: DB = BENCH MARK DISK
 JY0398_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JY0398+WITH SETTING: PAVEMENT
 JY0398_MARK LOGO: CGS   
 JY0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0398+STABILITY: SURFACE MOTION
 JY0398
 JY0398  HISTORY     - Date     Condition        Report By
 JY0398  HISTORY     - UNK      MONUMENTED       CGS
 JY0398  HISTORY     - 1943     GOOD             NGS
 JY0398  HISTORY     - 1984     GOOD             NGS
 JY0398
 JY0398                          STATION DESCRIPTION
 JY0398
 JY0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0398'AT MASON CITY.
 JY0398'AT MASON CITY, MASON COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JY0398'AT THE STATION, 20.4 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JY0398'TRACK, AT THE SEMAPHORE IN FRONT OF THE TICKET OFFICE, IN THE
 JY0398'TOP OF THE CONCRETE BASE, 0.7 FOOT EAST OF THE WEST CORNER, LEVEL
 JY0398'WITH THE BRICK PLATFORM AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 JY0398'THE TRACK.
 JY0398
 JY0398                          STATION RECOVERY (1984)
 JY0398
 JY0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1322 ***********************************************************************
 JW1322  DESIGNATION -  ELLIOTT
 JW1322  PID         -  JW1322
 JW1322  STATE/COUNTY-  WV/TUCKER
 JW1322  USGS QUAD   -  COLEBANK (1995)
 JW1322
 JW1322                         *CURRENT SURVEY CONTROL
 JW1322  ___________________________________________________________________
 JW1322* NAD 83(1995)-  39 08 33.12605(N)    079 49 59.73940(W)     ADJUSTED  
 JW1322* NAVD 88     -       962.11   (+/-2cm)    3156.5    (feet)  VERTCON   
 JW1322  ___________________________________________________________________
 JW1322  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 JW1322  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JW1322
 JW1322  HORZ ORDER  -  FIRST
 JW1322  VERT ORDER  -  THIRD ? (See Below)
 JW1322
 JW1322.The horizontal coordinates were established by classical geodetic methods
 JW1322.and adjusted by the National Geodetic Survey in April 1998..
 JW1322
 JW1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1322.The vertical order pertains to the NGVD 29 superseded value.
 JW1322
 JW1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1322
 JW1322.The geoid height was determined by GEOID03.
 JW1322
 JW1322;                    North         East     Units Scale Factor Converg.
 JW1322;SPC WV N     -    71,385.704   571,189.568   MT  0.99997611   -0 12 45.2
 JW1322;SPC WV S     -   238,448.283   700,871.259   MT  1.00006553   +0 43 16.6
 JW1322;UTM  17      - 4,333,242.137   600,828.398   MT  0.99972518   +0 44 11.6
 JW1322
 JW1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1322!SPC WV N     -   0.99985399  x   0.99997611  =   0.99983010
 JW1322!SPC WV S     -   0.99985399  x   1.00006553  =   0.99991951
 JW1322!UTM  17      -   0.99985399  x   0.99972518  =   0.99957921
 JW1322
 JW1322:                Primary Azimuth Mark                     Grid Az
 JW1322:SPC WV N     -  ELLIOTT AZ MK                            159 56 53.0
 JW1322:SPC WV S     -  ELLIOTT AZ MK                            159 00 51.2
 JW1322:UTM  17      -  ELLIOTT AZ MK                            158 59 56.2
 JW1322
 JW1322|---------------------------------------------------------------------|
 JW1322| PID    Reference Object                     Distance      Geod. Az  |
 JW1322|                                                           dddmmss.s |
 JW1322| CX4437 ELLIOTT AZ MK                                      1594407.8 |
 JW1322| HW3598 AIRWAY BEACON 25                    APPROX.31.1 KM 1950847.5 |
 JW1322| CX4438 ELLIOTT RM 1                         19.498 METERS 23315     |
 JW1322| CX4439 ELLIOTT RM 2                         15.157 METERS 32420     |
 JW1322|---------------------------------------------------------------------|
 JW1322
 JW1322                          SUPERSEDED SURVEY CONTROL
 JW1322
 JW1322  NAD 83(1986)-  39 08 33.13271(N)    079 49 59.75388(W) AD(       ) 1
 JW1322  NAD 27      -  39 08 32.75900(N)    079 50 00.48670(W) AD(       ) 1
 JW1322  NGVD 29 (07/19/86)  962.26   (m)         3157.0    (f) LEVELING    3  
 JW1322
 JW1322.Superseded values are not recommended for survey control.
 JW1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1322.See file dsdata.txt to determine how the superseded data were derived.
 JW1322
 JW1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD0082833242(NAD 83)
 JW1322_MARKER: DS = TRIANGULATION STATION DISK
 JW1322_SETTING: 80 = SET IN A BOULDER
 JW1322_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 JW1322
 JW1322  HISTORY     - Date     Condition        Report By
 JW1322  HISTORY     - 1941     MONUMENTED       CGS
 JW1322
 JW1322                          STATION DESCRIPTION
 JW1322
 JW1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1322'STATION IS ABOUT 10 MILES WNW OF PARSONS ON A WOODED KNOLL OF LAUREL
 JW1322'RIDGE AND THE
 JW1322'HIGHEST POINT ON THE VICINITY.  IT PROJECTS ABOUT A
 JW1322'FOOT AND IS STAMPED ELLOITT 1941.
 JW1322'
 JW1322'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JW1322'DISKS WEDGED IN
 JW1322'DRILL HOLES IN BOULDERS.
 JW1322'
 JW1322'REFERENCE MARK NO. 1 PROJECTS ABOUT 2 FEET AND IS STAMPED
 JW1322'ELLIOTT 1941 NO. 1.
 JW1322'
 JW1322'REFERENCE MARK NO. 2 IS ABOUT FLUSH WITH THE GROUND, AND IS
 JW1322'STAMPED ELLIOTT 1941 NO. 2.
 JW1322'
 JW1322'AZIMUTH MARK IS 0.5 MILE W OF THE LOCAL SUMMIT OF THE ROAD,
 JW1322'AND 12 FEET N OF
 JW1322'THE CENTER OF THE ROAD.  IT PROJECTS ABOUT 6 INCHES
 JW1322'AND IS STAMPED ELLIOTT 1941.
 JW1322'
 JW1322'TO REACH FROM THE FIRST NATIONAL BANK AT THE JUNCTION OF U.S.
 JW1322'HIGHWAY 219 AND
 JW1322'STATE HIGHWAY 72 IN PARSONS, GO NORTHERLY ON STATE
 JW1322'HIGHWAY 72 FOR 0.4 MILE AND TURN
 JW1322'LEFT ONTO THE SMOKEY HOLLOW ROAD,
 JW1322'THENCE 3.1 MILES AND TAKE THE LEFT FORK, THENCE 0.2
 JW1322'MILE AND TAKE
 JW1322'THE LEFT FORK, THENCE 2.5 MILES AND TAKE THE RIGHT FORK, THENCE
 JW1322'2.0 MILES AND TAKE
 JW1322'THE LEFT FORK, THENCE 1.1 MILES AND TAKE THE
 JW1322'LEFT FORK AT AN OLD BUILDING IN THE
 JW1322'ANGLE OF THE FRK, THENCE 0.8
 JW1322'MILE AND TAKE THE LEFT FORK DOWNHILL, THENCE 0.4 MILE PASSING
 JW1322'THROUGH 2 GATES AND TAKE THE LEFT FORK, THENCE WESTERLY 0.4 MILE
 JW1322'TO THE LOCAL
 JW1322'SUMMIT OF THE ROAD IN THE BOTTOM OF THE SADDLE BETWEEN
 JW1322'THE HILLS AND THE END OF TRUCK
 JW1322'TRAVEL TOWARD THE STATION.  TO REACH
 JW1322'THE AZIMUTH MARK CONTINUE 0.5 MILE TO THE MARK ON
 JW1322'THE RIGHT.  CLIMB
 JW1322'NORTHERLY UP STEEP SLOPE TO THE FIRST SUMMIT AND THE STATION.  THE
 JW1322'CLIMB AFOOT
 JW1322'REQUIRED 35 MINUTES.
 JW1322'
 JW1322'ALL LINES OBSERVED WERE CLEARED BY A 40-FOOT TOWER AND LIGHT
 JW1322'CLEARING OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2067 ***********************************************************************
 HX2067  DESIGNATION -  ELM
 HX2067  PID         -  HX2067
 HX2067  STATE/COUNTY-  WV/KANAWHA
 HX2067  USGS QUAD   -  BIG CHIMNEY (1976)
 HX2067
 HX2067                         *CURRENT SURVEY CONTROL
 HX2067  ___________________________________________________________________
 HX2067* NAD 83(1986)-  38 23 25.     (N)    081 34 59.     (W)     SCALED    
 HX2067* NAVD 88     -       184.335  (meters)     604.77   (feet)  ADJUSTED  
 HX2067  ___________________________________________________________________
 HX2067  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HX2067  DYNAMIC HT  -         184.205 (meters)     604.35  (feet)  COMP
 HX2067  MODELED GRAV-     979,916.4   (mgal)                       NAVD 88
 HX2067
 HX2067  VERT ORDER  -  SECOND    CLASS 0
 HX2067
 HX2067.The horizontal coordinates were scaled from a topographic map and have
 HX2067.an estimated accuracy of +/- 6 seconds.
 HX2067
 HX2067.The orthometric height was determined by differential leveling
 HX2067.and adjusted by the National Geodetic Survey in June 1991..
 HX2067
 HX2067.The geoid height was determined by GEOID03.
 HX2067
 HX2067.The dynamic height is computed by dividing the NAVD 88
 HX2067.geopotential number by the normal gravity value computed on the
 HX2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2067.degrees latitude (g = 980.6199 gals.).
 HX2067
 HX2067.The modeled gravity was interpolated from observed gravity values.
 HX2067
 HX2067;                    North         East    Units  Estimated Accuracy
 HX2067;SPC WV S     -   154,470.      549,070.      MT  (+/- 180 meters Scaled)
 HX2067
 HX2067                          SUPERSEDED SURVEY CONTROL
 HX2067
 HX2067  NGVD 29 (??/??/92)  184.525  (m)          605.40   (f) ADJ UNCH    2 0
 HX2067
 HX2067.Superseded values are not recommended for survey control.
 HX2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2067.See file dsdata.txt to determine how the superseded data were derived.
 HX2067
 HX2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC490492(NAD 83)
 HX2067_MARKER: Q = CHISELED SQUARE
 HX2067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2067_SP_SET: CULVERT
 HX2067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2067
 HX2067  HISTORY     - Date     Condition        Report By
 HX2067  HISTORY     - UNK      MONUMENTED       CGS
 HX2067  HISTORY     - 1933     GOOD             NGS
 HX2067
 HX2067                          STATION DESCRIPTION
 HX2067
 HX2067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX2067'4 MI E FROM CHARLESTON.
 HX2067'ABOUT 4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2067'FROM THE STATION AT CHARLESTON, KANAWHA COUNTY, ABOUT 34 RAILS
 HX2067'WEST OF MILEPOST L 4, ABOUT 8 1/2 RAILS EAST OF A PRIVATE
 HX2067'CROSSING, AT A MASONRY CULVERT, ON THE TOP OF THE CENTER OF THE
 HX2067'STONE SLAB HEAD WALL, ABOUT 7 YARDS SOUTH OF THE CENTER LINE OF
 HX2067'THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A CHISELED
 HX2067'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2946 ***********************************************************************
 HX2946  DESIGNATION -  ELMIRA
 HX2946  PID         -  HX2946
 HX2946  STATE/COUNTY-  WV/CLAY
 HX2946  USGS QUAD   -  ROSEDALE (1976)
 HX2946
 HX2946                         *CURRENT SURVEY CONTROL
 HX2946  ___________________________________________________________________
 HX2946* NAD 83(1995)-  38 38 01.59400(N)    080 59 49.70962(W)     ADJUSTED  
 HX2946* NAVD 88     -       468.2    (meters)    1536.     (feet)  VERTCON   
 HX2946  ___________________________________________________________________
 HX2946  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 HX2946  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HX2946
 HX2946  HORZ ORDER  -  THIRD
 HX2946
 HX2946.The horizontal coordinates were established by classical geodetic methods
 HX2946.and adjusted by the National Geodetic Survey in April 1998..
 HX2946
 HX2946.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2946
 HX2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2946
 HX2946.The geoid height was determined by GEOID03.
 HX2946
 HX2946;                    North         East     Units Scale Factor Converg.
 HX2946;SPC WV S     -   181,334.090   600,248.877   MT  0.99995636   +0 00 06.4
 HX2946;UTM  17      - 4,276,137.606   500,248.788   MT  0.99960000   +0 00 06.4
 HX2946
 HX2946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2946!SPC WV S     -   0.99993166  x   0.99995636  =   0.99988802
 HX2946!UTM  17      -   0.99993166  x   0.99960000  =   0.99953168
 HX2946
 HX2946:                Primary Azimuth Mark                     Grid Az
 HX2946:SPC WV S     -  ELMIRA AZ MK                             003 42 30.0
 HX2946:UTM  17      -  ELMIRA AZ MK                             003 42 30.0
 HX2946
 HX2946|---------------------------------------------------------------------|
 HX2946| PID    Reference Object                     Distance      Geod. Az  |
 HX2946|                                                           dddmmss.s |
 HX2946| DC3334 ELMIRA AZ MK                                       0034236.4 |
 HX2946| DC3335 ELMIRA RM 1                          40.611 METERS 11439     |
 HX2946| DC3336 ELMIRA RM 2                          46.372 METERS 15937     |
 HX2946| HX2962 MULE                                APPROX. 9.3 KM 3220101.5 |
 HX2946|---------------------------------------------------------------------|
 HX2946
 HX2946                          SUPERSEDED SURVEY CONTROL
 HX2946
 HX2946  NAD 83(1986)-  38 38 01.60079(N)    080 59 49.71838(W) AD(       ) 3
 HX2946  NAD 27      -  38 38 01.25730(N)    080 59 50.33080(W) AD(       ) 3
 HX2946  NGVD 29 (07/19/86)  468.4    (m)         1537.     (f) VERT ANG       
 HX2946
 HX2946.Superseded values are not recommended for survey control.
 HX2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2946.See file dsdata.txt to determine how the superseded data were derived.
 HX2946
 HX2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC0024976138(NAD 83)
 HX2946_MARKER: DS = TRIANGULATION STATION DISK
 HX2946_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX2946
 HX2946  HISTORY     - Date     Condition        Report By
 HX2946  HISTORY     - 1961     MONUMENTED       CGS
 HX2946  HISTORY     - 1977     GOOD             THOMAS
 HX2946  HISTORY     - 1978     GOOD             NGS
 HX2946
 HX2946                          STATION DESCRIPTION
 HX2946
 HX2946'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2946'STATION IS LOCATED ABOUT 5 MILES SOUTH OF NICUT AND ABOUT 7-1/2 MILES
 HX2946'WEST OF FRAMETOWN
 HX2946'ON THE SUMMIT OF A GRASS COVERED KNOLL.  STATION, A
 HX2946'STANDARD DISK SET IN THE TOP OF A 4
 HX2946'INCH ORANGEBURG PIPE THAT PROJECTS
 HX2946'4 INCHES ABOVE THE GROUND AND THE DISK IS STAMPED
 HX2946'ELMIRA 1961, IS 140 FEET
 HX2946'SOUTHWEST OF FENCE LINE AND 200 FEET NORTH OF FENCE LINE.
 HX2946'
 HX2946'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 4 AND
 HX2946'DUCK CREEK ROAD
 HX2946'(NORTHEAST OF DUCK) GO NORTHERLY ON DUCK CREEK ROAD FOR
 HX2946'6.2 MILES TO THE ELMIRA POST
 HX2946'OFFICE ON THE RIGHT.  CONTINUE NORTHERLY ON
 HX2946'PAVED ROAD FOR 0.1 MILE TO A DIRT ROAD FORKING
 HX2946'LEFT.  TAKE LEFT FORK AND
 HX2946'GO WEST ON DIRT ROAD FOR 0.6 MILE TO FORK.  TAKE RIGHT FORK FOR
 HX2946'0.05 MILE TO AZIMUTH
 HX2946'MARK ON THE LEFT.  CONTINUE WEST FOR 0.05 MILE TO A GATE ON
 HX2946'THE LEFT, TURN LEFT PASSING
 HX2946'THROUGH GATE AND GO TO THE LEFT OF THE HOUSE
 HX2946'TO A GATE AT THE BACK OF THE HOUSE.  TURN
 HX2946'RIGHT THROUGH THE GATE AND
 HX2946'FOLLOW TRACK ROAD UP THROUGH HOLLOW FOR 0.6 MILE TO A SADDLE
 HX2946'IN THE RIDGE AND POLE
 HX2946'GATE.  PASS THROUGH GATE AND GO EASTERLY ON FIELD ROAD TO A BARN
 HX2946'AND END OF TRUCK TRAVEL.
 HX2946'FROM THE END OF TRUCK TRAVEL PACK NORTHEAST UP
 HX2946'STEEP KNOLL FOR ABOUT 0.1 MILE AS DESCRIBED.
 HX2946'
 HX2946'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A 4 INCH ORANGEBURG
 HX2946'PIPE THAT PROJECTS
 HX2946'5 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK IS
 HX2946'STAMPED ELMIRA 1961, IS 13 FEET
 HX2946'NORTHEAST OF THE APPROXIMATE CENTER OF DIRT
 HX2946'ROAD, 1.5 FEET NORTH OF FENCE CORNER AND 1 FOOT
 HX2946'NORTHEAST OF METAL WITNESS
 HX2946'POST WITH SIGN.
 HX2946'
 HX2946'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A 4 INCH
 HX2946'ORANGEBURG PIPE
 HX2946'THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND
 HX2946'THE DISK IS STAMPED ELMIRA NO 1
 HX2946'1961, IS 2 FEET SOUTHWEST OF A 30 INCH
 HX2946'OAK TREE, 3.5 FEET SOUTHWEST OF A FENCELINE AND
 HX2946'3.3 FEET WEST OF A METAL
 HX2946'WITNESS POST WITH SIGN.
 HX2946'
 HX2946'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A 4 INCH
 HX2946'ORANGEBURG PIPE
 HX2946'THAT PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND
 HX2946'AND THE DISK IS STAMPED ELMIRA NO
 HX2946'2 1961, IS 3 FEET SOUTHWEST OF AN 18
 HX2946'INCH LOCUST TREE AND 1.5 FEET WEST OF FENCE LINE.
 HX2946'
 HX2946'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
 HX2946
 HX2946                          STATION RECOVERY (1977)
 HX2946
 HX2946'RECOVERY NOTE BY THOMAS ENG AND SURV 1977 (HBW)
 HX2946'ELMIRA-1961 RECOVERED UNDISTURBED.
 HX2946'
 HX2946'ELMIRA NO. 1 1961 RECOVERED UNDISTURBED.
 HX2946'
 HX2946'ELMIRA NO. 2 1961 RECOVERED UNDISTURBED.
 HX2946'
 HX2946'AZ MK NOT FOUND, WASHED OUT OR COVERED BY FLOODING OF STREAM.
 HX2946'
 HX2946'THOMAS HAILER IS PRESENT PROPERTY OWNER AND LIVES ON THE PROPERTY,
 HX2946'TRACK ROAD MENTIONED IN THE TO REACH IS NO LONGER PASSABLE.  A NEW
 HX2946'RIDGE ROAD FARM ROAD PROVIDES ACCESS ONLY IN VERY DRY WEATHER.  SEE
 HX2946'THOMAS HAILER BEFORE DRIVING ANY VEHICLE TO THIS STATION.
 HX2946'
 HX2946'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES S. OF NICUT.
 HX2946
 HX2946                          STATION RECOVERY (1978)
 HX2946
 HX2946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HX2946'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 HX2946'CONDITION AS PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK WAS NOT FOUND
 HX2946'AND BELIEVED DESTROYED BY ROAD WORK.  THERE IS NO SUITABLE LOCATION
 HX2946'TO SET A NEW AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2206 ***********************************************************************
 JX2206  DESIGNATION -  ENGLAND
 JX2206  PID         -  JX2206
 JX2206  STATE/COUNTY-  WV/WOOD
 JX2206  USGS QUAD   -  LUBECK (1994)
 JX2206
 JX2206                         *CURRENT SURVEY CONTROL
 JX2206  ___________________________________________________________________
 JX2206* NAD 83(1995)-  39 12 39.87103(N)    081 42 52.89312(W)     ADJUSTED  
 JX2206* NAVD 88     -       273.4    (meters)     897.     (feet)  VERTCON   
 JX2206  ___________________________________________________________________
 JX2206  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 JX2206  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JX2206
 JX2206  HORZ ORDER  -  FIRST
 JX2206
 JX2206.The horizontal coordinates were established by classical geodetic methods
 JX2206.and adjusted by the National Geodetic Survey in April 1998..
 JX2206
 JX2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2206
 JX2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2206
 JX2206.The geoid height was determined by GEOID03.
 JX2206
 JX2206;                    North         East     Units Scale Factor Converg.
 JX2206;SPC WV N     -    81,298.850   408,746.191   MT  0.99996680   -1 24 44.9
 JX2206;SPC OH S     -   134,740.104   667,820.885   MT  0.99994046   +0 29 53.9
 JX2206;UTM  17      - 4,340,443.548   438,297.489   MT  0.99964688   -0 27 06.6
 JX2206
 JX2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2206!SPC WV N     -   0.99996249  x   0.99996680  =   0.99992929
 JX2206!SPC OH S     -   0.99996249  x   0.99994046  =   0.99990295
 JX2206!UTM  17      -   0.99996249  x   0.99964688  =   0.99960938
 JX2206
 JX2206:                Primary Azimuth Mark                     Grid Az
 JX2206:SPC WV N     -  RICHARDS RM 3                            047 58 56.1
 JX2206:SPC OH S     -  RICHARDS RM 3                            046 04 17.3
 JX2206:UTM  17      -  RICHARDS RM 3                            047 01 17.8
 JX2206
 JX2206|---------------------------------------------------------------------|
 JX2206| PID    Reference Object                     Distance      Geod. Az  |
 JX2206|                                                           dddmmss.s |
 JX2206| JX2186 RICHARDS RM 3                       APPROX. 8.9 KM 0463411.2 |
 JX2206| CC9869 ENGLAND RM 1                         25.040 METERS 10622     |
 JX2206| JX2209 REEDSVILLE TPC TANK                 APPROX. 9.8 KM 2053700.2 |
 JX2206| CC9870 ENGLAND RM 2                         24.357 METERS 21927     |
 JX2206| JX2207 ENGLAND 1975 AZ MK A PT             201.534 METERS 22717     |
 JX2206| JX2208 ENGLAND 1975 AZ MK                  204.755 METERS 22836     |
 JX2206| JX2210 TUPPER PLAINS LOT                   APPROX.11.3 KM 2372934.4 |
 JX2206|---------------------------------------------------------------------|
 JX2206
 JX2206                          SUPERSEDED SURVEY CONTROL
 JX2206
 JX2206  NAD 83(1995)-  39 12 39.87425(N)    081 42 52.89895(W) AD(       ) 1
 JX2206  NAD 83(1986)-  39 12 39.87466(N)    081 42 52.89898(W) AD(       ) 1
 JX2206  NAD 27      -  39 12 39.60042(N)    081 42 53.42892(W) AD(       ) 1
 JX2206  NGVD 29 (07/19/86)  273.6    (m)          898.     (f) VERT ANG       
 JX2206
 JX2206.Superseded values are not recommended for survey control.
 JX2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2206.See file dsdata.txt to determine how the superseded data were derived.
 JX2206
 JX2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD3829740444(NAD 83)
 JX2206_MARKER: DD = SURVEY DISK
 JX2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2206_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2206
 JX2206  HISTORY     - Date     Condition        Report By
 JX2206  HISTORY     - 1975     MONUMENTED       NGS
 JX2206
 JX2206                          STATION DESCRIPTION
 JX2206
 JX2206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX2206'THE STATION IS ABOUT 9 MILES SOUTHWEST OF PARKERSBURG, 1/4 MILE
 JX2206'SOUTHWEST OF THE OHIO RIVER, ON A GRASSY HILL OVERLOOKING THE
 JX2206'RIVER, ON WHAT IS LOCALLY KNOWN AS NEW ENGLAND RIDGE AND ON
 JX2206'PROPERTY OWNED BY I.E.MOORE.
 JX2206'
 JX2206'TO REACH THE STATION FROM THE POST OFFICE AND ROAD FORKS AT NEW
 JX2206'ENGLAND, TAKE THE RIGHT FORK, A GRAVELED ROAD, AND GO WESTERLY
 JX2206'FOR 0.5 MILES TO A TRACK ROAD RIGHT LEADING UPGRADE.  BEAR
 JX2206'RIGHT AND CONTINUE WEST ON THE TRACK ROAD FOR 0.05 MILE TO A
 JX2206'SHARP RIGHT CURVE AT THE SUMMIT OF A GRADE AND A GATE ON THE
 JX2206'RIGHT IN THE CENTER OF THE CURVE.  TURN RIGHT, PASS THROUGH THE
 JX2206'GATE AND GO EASTERLY, UPHILL, ACROSS A GRASSY PASTURE FOR 0.1
 JX2206'MILE TO A GATE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 JX2206'EASTERLY, UPHILL, FOR 0.15 MILE TO THE HIGHEST PART OF THE
 JX2206'RIDGE AND THE STATION.
 JX2206'
 JX2206'STATION MARK IS A STANDARD DISK, STAMPED---ENGLAND 1975---, SET IN
 JX2206'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 JX2206'THE GROUND.  IT IS 67 FEET EAST OF A 14-INCH WALNUT TREE AND 28
 JX2206'FEET SOUTHWEST OF WHERE THE HILL BREAKS SHARPLY AWAY.
 JX2206'
 JX2206'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---ENGLAND NO 1 1975---,
 JX2206'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 JX2206'FLUSH WITH THE GROUND. IT IS 84 FEET NORTHWEST OF A FENCE, 64
 JX2206'FEET SOUTH-SOUTHEAST OF A 14-INCH SYCAMORE TREE AND ABOUT 3 FEET
 JX2206'LOWER THAN THE STATION.
 JX2206'
 JX2206'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---ENGLAND NO 2 1975---,
 JX2206'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 JX2206'FLUSH WITH THE GROUND. IT IS 66.5 FEET NORTHWEST OF A FENCE
 JX2206'CORNER, 47 FEET SOUTH-SOUTHWEST OF THE WALNUT TREE AND ABOUT
 JX2206'4 FEET LOWER THAN THE STATION.
 JX2206'
 JX2206'AZIMUTH MARK IS A STANDARD DISK STAMPED---ENGLAND AZ 1975---, SET IN
 JX2206'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4
 JX2206'INCHES ABOVE THE GROUND.  IT IS 19.7 FEET NORTH OF THE CENTER OF
 JX2206'THE GATE, 7 FEET SOUTH OF A 12-INCH TREE AND 0.7 FOOT EAST
 JX2206'OF A FENCE.
 JX2206'
 JX2206'HEIGHT OF LIGHT PLATE WAS 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2208 ***********************************************************************
 JX2208  DESIGNATION -  ENGLAND 1975 AZ MK
 JX2208  PID         -  JX2208
 JX2208  STATE/COUNTY-  WV/WOOD
 JX2208  USGS QUAD   -  LUBECK (1994)
 JX2208
 JX2208                         *CURRENT SURVEY CONTROL
 JX2208  ___________________________________________________________________
 JX2208* NAD 83(1995)-  39 12 35.47955(N)    081 42 59.29418(W)     ADJUSTED  
 JX2208* NAVD 88     -       268.0    (meters)     879.     (feet)  VERTCON   
 JX2208  ___________________________________________________________________
 JX2208  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 JX2208  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JX2208
 JX2208  HORZ ORDER  -  SECOND
 JX2208
 JX2208.The horizontal coordinates were established by classical geodetic methods
 JX2208.and adjusted by the National Geodetic Survey in April 1998..
 JX2208
 JX2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2208
 JX2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2208
 JX2208.The geoid height was determined by GEOID03.
 JX2208
 JX2208;                    North         East     Units Scale Factor Converg.
 JX2208;SPC WV N     -    81,167.255   408,589.333   MT  0.99996695   -1 24 49.0
 JX2208;SPC OH S     -   134,603.356   667,668.506   MT  0.99994052   +0 29 49.8
 JX2208;UTM  17      - 4,340,309.385   438,142.908   MT  0.99964711   -0 27 10.6
 JX2208
 JX2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2208!SPC WV N     -   0.99996334  x   0.99996695  =   0.99993029
 JX2208!SPC OH S     -   0.99996334  x   0.99994052  =   0.99990386
 JX2208!UTM  17      -   0.99996334  x   0.99964711  =   0.99961046
 JX2208
 JX2208|---------------------------------------------------------------------|
 JX2208| PID    Reference Object                     Distance      Geod. Az  |
 JX2208|                                                           dddmmss.s |
 JX2208| JX2206 ENGLAND                             204.755 METERS 04836     |
 JX2208| JX2207 ENGLAND 1975 AZ MK A PT               5.651 METERS 10311     |
 JX2208| JX2209 REEDSVILLE TPC TANK                 APPROX. 9.6 KM 2050813.1 |
 JX2208|---------------------------------------------------------------------|
 JX2208
 JX2208                          SUPERSEDED SURVEY CONTROL
 JX2208
 JX2208  NAD 83(1995)-  39 12 35.48277(N)    081 42 59.30001(W) AD(       ) 2
 JX2208  NAD 83(1986)-  39 12 35.48319(N)    081 42 59.30012(W) AD(       ) 2
 JX2208  NAD 27      -  39 12 35.20887(N)    081 42 59.82981(W) AD(       ) 2
 JX2208  NGVD 29 (07/19/86)  268.2    (m)          880.     (f) VERT ANG       
 JX2208
 JX2208.Superseded values are not recommended for survey control.
 JX2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2208.See file dsdata.txt to determine how the superseded data were derived.
 JX2208
 JX2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD3814340309(NAD 83)
 JX2208_MARKER: DD = SURVEY DISK
 JX2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2208+STABILITY: SURFACE MOTION
 JX2208
 JX2208  HISTORY     - Date     Condition        Report By
 JX2208  HISTORY     - 1975     MONUMENTED       NGS
 JX2208
 JX2208                          STATION DESCRIPTION
 JX2208
 JX2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX2208'A TRAVERSE TIE USING EDM EQUIPMENT WAS MADE
 JX2208'FROM ENGLAND 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1901 ***********************************************************************
 JX1901  DESIGNATION -  ERWIN USGS 1941
 JX1901  PID         -  JX1901
 JX1901  STATE/COUNTY-  WV/MARION
 JX1901  USGS QUAD   -  FAIRMONT WEST (1976)
 JX1901
 JX1901                         *CURRENT SURVEY CONTROL
 JX1901  ___________________________________________________________________
 JX1901* NAD 83(1995)-  39 29 05.08618(N)    080 11 12.10122(W)     ADJUSTED  
 JX1901* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 JX1901  ___________________________________________________________________
 JX1901  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 JX1901  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JX1901
 JX1901  HORZ ORDER  -  SECOND
 JX1901
 JX1901.The horizontal coordinates were established by classical geodetic methods
 JX1901.and adjusted by the National Geodetic Survey in April 1998..
 JX1901
 JX1901.The orthometric height was scaled from a topographic map.
 JX1901
 JX1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1901
 JX1901.The geoid height was determined by GEOID03.
 JX1901
 JX1901;                    North         East     Units Scale Factor Converg.
 JX1901;SPC WV N     -   109,549.193   540,926.023   MT  0.99994376   -0 26 16.6
 JX1901;UTM  17      - 4,370,887.298   569,942.918   MT  0.99966023   +0 31 01.8
 JX1901
 JX1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1901!SPC WV N     -   0.99993675  x   0.99994376  =   0.99988051
 JX1901!UTM  17      -   0.99993675  x   0.99966023  =   0.99959700
 JX1901
 JX1901                          SUPERSEDED SURVEY CONTROL
 JX1901
 JX1901  NAD 83(1986)-  39 29 05.08892(N)    080 11 12.10882(W) AD(       ) 2
 JX1901  NAD 27      -  39 29 04.78540(N)    080 11 12.81380(W) AD(       ) 2
 JX1901
 JX1901.Superseded values are not recommended for survey control.
 JX1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1901.See file dsdata.txt to determine how the superseded data were derived.
 JX1901
 JX1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6994370887(NAD 83)
 JX1901_MARKER: V = STONE MONUMENT
 JX1901_SETTING: 0 = UNSPECIFIED SETTING
 JX1901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1901
 JX1901  HISTORY     - Date     Condition        Report By
 JX1901  HISTORY     - 1941     MONUMENTED       USGS
 JX1901
 JX1901                          STATION DESCRIPTION
 JX1901
 JX1901'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 JX1901'STATION IS ABOUT 2 MILES W OF FAIRMONT ON A SHARP-WOODED HILL
 JX1901'OVERLOOKING THE CITY.
 JX1901'IT IS 25 FEET S OF THE HIGHEST POINT OF THE HILL AND
 JX1901'7.265 METERS (23.84 FEET) S
 JX1901'OF STATION GASTON.
 JX1901'
 JX1901'STATION IS MARKED BY PART OF THE BROKEN SHANK OF A BRONZE
 JX1901'DISK IN THE BOTTOM
 JX1901'OF A DRILL HOLE IN THE TOP OF AN 8-INCH SQUARE
 JX1901'STONE POST PROJECTING ABOUT 3 INCHES.
 JX1901'
 JX1901'TO REACH THE STATION FROM THE COURTHOUSE IN FAIRMONT, GO
 JX1901'WESTERLY ON
 JX1901'JEFFERSON STREET 1/2 BLOCK AND TURN LEFT, THENCE
 JX1901'SOUTHERLY AND SOUTHWESTERLY ON
 JX1901'JACKSON STREET AND U.S. HIGHWAY 19
 JX1901'FOR 2.0 MILES TAKE THE RIGHT FORK, THENCE
 JX1901'WESTERLY 0.8 MILE TURN
 JX1901'RIGHT ALONG THE WESTERLY SIDE OF THE COUNTRY CLUB GOLF
 JX1901'COURSE,
 JX1901'THENCE NORTHERLY 0.3 MILE TURN RIGHT ONTO A FARM ROAD, THENCE
 JX1901'NORTHEASTERLY 0.5
 JX1901'MILE TO A BARN BELONGING TO MR. ARCHIE LYONS.
 JX1901'PASS THROUGH THE FARMYARD FOLLOW DIM
 JX1901'TRACKS NORTHEASTERLY TO THE
 JX1901'LOWEST POINT OF THE SADDLE OF THE RIDGE AND THE END OF
 JX1901'TRUCK
 JX1901'TRAVEL.  THE STATION IS ABOUT 0.4 MILE DISTANT ON THE KNOB TO THE
 JX1901'SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3440 ***********************************************************************
 GX3440  DESIGNATION -  ESTEP
 GX3440  PID         -  GX3440
 GX3440  STATE/COUNTY-  WV/MCDOWELL
 GX3440  USGS QUAD   -  PATTERSON (1977)
 GX3440
 GX3440                         *CURRENT SURVEY CONTROL
 GX3440  ___________________________________________________________________
 GX3440* NAD 83(1995)-  37 22 12.91184(N)    081 52 30.46760(W)     ADJUSTED  
 GX3440* NAVD 88     -       670.6    (meters)    2200.     (feet)  VERTCON   
 GX3440  ___________________________________________________________________
 GX3440  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 GX3440  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX3440
 GX3440  HORZ ORDER  -  THIRD
 GX3440
 GX3440.The horizontal coordinates were established by classical geodetic methods
 GX3440.and adjusted by the National Geodetic Survey in April 1998..
 GX3440
 GX3440.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3440
 GX3440.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3440
 GX3440.The geoid height was determined by GEOID03.
 GX3440
 GX3440;                    North         East     Units Scale Factor Converg.
 GX3440;SPC WV S     -    41,460.312   522,481.702   MT  1.00002586   -0 32 27.6
 GX3440;SPC VA S     - 1,120,415.395 3,201,117.017   MT  0.99994540   -2 02 54.4
 GX3440;SPC VA S     - 3,675,896.18 10,502,331.41   sFT  0.99994540   -2 02 54.4
 GX3440;UTM  17      - 4,136,306.253   422,512.761   MT  0.99967396   -0 31 52.3
 GX3440
 GX3440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3440!SPC WV S     -   0.99989965  x   1.00002586  =   0.99992550
 GX3440!SPC VA S     -   0.99989965  x   0.99994540  =   0.99984505
 GX3440!UTM  17      -   0.99989965  x   0.99967396  =   0.99957364
 GX3440
 GX3440:                Primary Azimuth Mark                     Grid Az
 GX3440:SPC WV S     -  ESTEP AZ MK                              164 54 06.4
 GX3440:SPC VA S     -  ESTEP AZ MK                              166 24 33.2
 GX3440:UTM  17      -  ESTEP AZ MK                              164 53 31.1
 GX3440
 GX3440|---------------------------------------------------------------------|
 GX3440| PID    Reference Object                     Distance      Geod. Az  |
 GX3440|                                                           dddmmss.s |
 GX3440| DC3341 ESTEP AZ MK                                        1642138.8 |
 GX3440| DC3342 ESTEP RM 1                           15.963 METERS 26245     |
 GX3440| DC3343 ESTEP RM 2                           19.415 METERS 34744     |
 GX3440|---------------------------------------------------------------------|
 GX3440
 GX3440                          SUPERSEDED SURVEY CONTROL
 GX3440
 GX3440  NAD 83(1995)-  37 22 12.91185(N)    081 52 30.46745(W) AD(       ) 3
 GX3440  NAD 83(1995)-  37 22 12.91896(N)    081 52 30.47163(W) AD(       ) 3
 GX3440  NAD 83(1995)-  37 22 12.92056(N)    081 52 30.47095(W) AD(       ) 3
 GX3440  NAD 83(1986)-  37 22 12.92022(N)    081 52 30.47292(W) AD(       ) 3
 GX3440  NAD 27      -  37 22 12.52040(N)    081 52 31.05830(W) AD(       ) 3
 GX3440  NGVD 29 (07/19/86)  670.8    (m)         2201.     (f) VERT ANG       
 GX3440
 GX3440.Superseded values are not recommended for survey control.
 GX3440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3440.See file dsdata.txt to determine how the superseded data were derived.
 GX3440
 GX3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB2251336306(NAD 83)
 GX3440_MARKER: DS = TRIANGULATION STATION DISK
 GX3440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3440
 GX3440  HISTORY     - Date     Condition        Report By
 GX3440  HISTORY     - 1957     MONUMENTED       CGS
 GX3440  HISTORY     - 20021120 GOOD             INDIV
 GX3440
 GX3440                          STATION DESCRIPTION
 GX3440
 GX3440'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3440'THE STATION IS APPROXIMATELY 4 MILES NORTHWEST OF BRADSHAW, 3-1/2
 GX3440'MILES EAST OF THE VIRGINIA AND WEST VIRGINIA LINE AND ON PROPERTY
 GX3440'OWNED BY MR. RILEY KENNDY.
 GX3440'
 GX3440'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 80 AND 83 IN
 GX3440'BRADSHAW, GO SOUTH AND WEST ON STATE HIGHWAY 83 FOR 6.0 MILES TO A
 GX3440'SIDE ROAD RIGHT AT THE TOP OF THE RIDGE, JUST BEFORE REACHING COLLINS
 GX3440'GROCERY STORE ON THE LEFT, TURN SHARP RIGHT ON DIRT ROAD FOR 0.85
 GX3440'MILE TO A FORK, TAKE RIGHT FORK, SHARP RIGHT, FOR 1.45 MILE TO A
 GX3440'FORK, TAKE RIGHT FORK FOR 0.25 MILE TO A FORK, TAKE LEFT FORK
 GX3440'FOR 0.25 MILE TO A FORK AT THE ESTEP SCHOOL ON THE RIGHT, TAKE LEFT
 GX3440'FORK FOR 0.2 MILE TO THE STATION ON THE LEFT, JUST BEFORE REACHING
 GX3440'A LARGE TREE WITH A TRIANGLE BLAZE.
 GX3440'
 GX3440'STATION MARKS ARE STANDARD DISKS STAMPED ESTEP 1957.  THE SURFACE
 GX3440'DISK IS SET IN SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 GX3440'45.5 WEST-SOUTHWEST OF A 2 FOOT OAK TREE WITH A TRIANGLE BLAZE, 33
 GX3440'FEET WEST OF THE CENTER OF THE DIRT ROAD AND 18 FEET NORTH OF TWIN
 GX3440'OAK TREES WITH A TRIANGLE BLAZE.  THE UNDERGROUND DISK IS SET IN AN
 GX3440'IRREGULAR MASS OF CONCRETE 28 INCHES BELOW THE SURFACE OF THE
 GX3440'GROUND.  A STANDARD WITNESS POST WAS SET 5.5 FEET EAST OF THE MARK.
 GX3440'
 GX3440'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ESTEP NO 1 1957, IS SET
 GX3440'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 49 FEET WEST
 GX3440'OF TWIN OAK TREES WITH A TRIANGLE BLAZE, 34.5 FEET NORTH OF POWER
 GX3440'POLE NO. 160-75 AND IS ABOUT 5 FEET LOWER THAN THE STATION.
 GX3440'
 GX3440'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ESTEP NO 2 1957, IS SET
 GX3440'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES IT IS 61 FEET
 GX3440'NORTHWEST OF A 2 FOOT OAK TREE WITH A TRIANGLE BLAZE, 37.5 FEET WEST
 GX3440'OF THE CENTER OF THE DIRT ROAD AND IS ABOUT 5 FEET LOWER THAN THE
 GX3440'STATION.
 GX3440'
 GX3440'AZIMUTH MARK IS A STANDARD DISK STAMPED ESTEP 1957, SET IN A SQUARE
 GX3440'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 20.5 FEET NORTHWEST
 GX3440'OF THE CENTER OF THE DIRT ROAD, 4 FEET NORTHWEST OF A RAIL FENCE AND
 GX3440'6 FEET SOUTHEAST OF A FOOT PATH.  A STANDARD WITNESS POST WAS SET
 GX3440'6 FEET SOUTHEAST OF THE MARK.
 GX3440'
 GX3440'TO REACH THE AZIMUTH MARK FROM THE ESTEP SCHOOL, GO WESTERLY ON THE
 GX3440'DIRT ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GX3440'
 GX3440'HEIGHT OF LIGHT ABOVE STATION MARK 26.09 METERS.
 GX3440
 GX3440                          STATION RECOVERY (2002)
 GX3440
 GX3440'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 GX3440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3465 ***********************************************************************
 GX3465  DESIGNATION -  ETHEL
 GX3465  PID         -  GX3465
 GX3465  STATE/COUNTY-  WV/LOGAN
 GX3465  USGS QUAD   -  HENLAWSON (1976)
 GX3465
 GX3465                         *CURRENT SURVEY CONTROL
 GX3465  ___________________________________________________________________
 GX3465* NAD 83(1995)-  37 54 19.99523(N)    081 54 56.39720(W)     ADJUSTED  
 GX3465* NAVD 88     -       644.1    (meters)    2113.     (feet)  VERTCON   
 GX3465  ___________________________________________________________________
 GX3465  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 GX3465  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GX3465
 GX3465  HORZ ORDER  -  THIRD
 GX3465
 GX3465.The horizontal coordinates were established by classical geodetic methods
 GX3465.and adjusted by the National Geodetic Survey in April 1998..
 GX3465
 GX3465.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3465
 GX3465.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3465
 GX3465.The geoid height was determined by GEOID03.
 GX3465
 GX3465;                    North         East     Units Scale Factor Converg.
 GX3465;SPC WV S     -   100,903.442   519,478.122   MT  0.99993746   -0 33 57.8
 GX3465;UTM  17      - 4,195,731.342   419,503.139   MT  0.99967981   -0 33 45.3
 GX3465
 GX3465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3465!SPC WV S     -   0.99990395  x   0.99993746  =   0.99984141
 GX3465!UTM  17      -   0.99990395  x   0.99967981  =   0.99958379
 GX3465
 GX3465|---------------------------------------------------------------------|
 GX3465| PID    Reference Object                     Distance      Geod. Az  |
 GX3465|                                                           dddmmss.s |
 GX3465| DC3353 ETHEL RM 1                           20.300 METERS 03207     |
 GX3465| DC3354 ETHEL RM 2                           16.124 METERS 09943     |
 GX3465| GX3455 BLAIR                               APPROX. 7.1 KM 1320927.3 |
 GX3465| GX3459 LOGAN RADIO STA WVOW SE TOWER       APPROX. 7.4 KM 2212945.9 |
 GX3465| GX3461 LOGAN RADIO STATION WLOG TOWER      APPROX. 7.8 KM 2251700.7 |
 GX3465| GX3466 PINE                                APPROX. 2.2 KM 2992514.1 |
 GX3465|---------------------------------------------------------------------|
 GX3465
 GX3465                          SUPERSEDED SURVEY CONTROL
 GX3465
 GX3465  NAD 83(1995)-  37 54 19.99758(N)    081 54 56.39804(W) AD(       ) 3
 GX3465  NAD 83(1986)-  37 54 20.00284(N)    081 54 56.40320(W) AD(       ) 3
 GX3465  NAD 27      -  37 54 19.62850(N)    081 54 56.96320(W) AD(       ) 3
 GX3465  NGVD 29 (07/19/86)  644.3    (m)         2114.     (f) VERT ANG       
 GX3465
 GX3465.Superseded values are not recommended for survey control.
 GX3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3465.See file dsdata.txt to determine how the superseded data were derived.
 GX3465
 GX3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB1950395731(NAD 83)
 GX3465_MARKER: DS = TRIANGULATION STATION DISK
 GX3465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3465
 GX3465  HISTORY     - Date     Condition        Report By
 GX3465  HISTORY     - 1957     MONUMENTED       CGS
 GX3465  HISTORY     - 1975     GOOD             NGS
 GX3465
 GX3465                          STATION DESCRIPTION
 GX3465
 GX3465'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3465'STATION IS ON A HIGH KNOB AT THE HEAD OF THE LEFT FORK OF DINGESS
 GX3465'CREEK, APPROXIMATELY 5.5 MILES NORTHEAST OF LOGAN, 2.75 MILES
 GX3465'NORTH OF ETHEL AND ON LAND OWNED BY THE DINGESS-RUM COAL CO.
 GX3465'
 GX3465'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 119 AT THE WEST
 GX3465'SIDE OF BRIDGE AT LOGAN, GO EAST THROUGH LOGAN ON U.S. HIGHWAYS
 GX3465'10 AND 119 FOR 2.2 MILES TO THEIR JUNCTION, KEEP LEFT THROUGH
 GX3465'UNDERPASS AND GO 1.05 MILES ON U.S. HIGHWAY 119 TO A UNDERPASS,
 GX3465'CONTINUE ON U.S. HIGHWAY 119 FOR 2.65 MILES TO A POINT WHERE THE
 GX3465'HIGHWAY CROSSES BRIDGE THEN CURVES RIGHT CROSSING RAILROAD TRACKS AT
 GX3465'SIGN ON RAILROAD TRACKS, ETHEL, HERE KEEP LEFT OFF HIGHWAY AND FOLLOW
 GX3465'MAIN ROAD UP HOLLOW FOR 2.1 MILES TO A POINT ABOUT 0.1 MILE ABOVE
 GX3465'A METAL GARAGE WHERE WORK IS DONE ON LARGE COAL TRUCKS, HERE TURN
 GX3465'LEFT, FORD SMALL STREAM AND GO 0.25 MILE TO A FORK AT CREEK FORD,
 GX3465'KEEP RIGHT AND FOLLOW STEEP HILL ROAD AND GO 1.7 MILES TO A FORK AT
 GX3465'TOP OF HILL, TURN RIGHT AND GO 0.05 MILE TO A FORK, KEEP RIGHT UP
 GX3465'HILL AND FOLLOW ROAD FOR 0.4 MILE TO THE TOP OF KNOLL, SMALL CLEARED
 GX3465'AREA ON THE RIGHT, A LONE PINE TREE WITH A TRIANGLE BLAZE ON THE
 GX3465'RIGHT AND THE STATION ON THE HIGHEST POINT ON KNOB.
 GX3465'
 GX3465'STATION MARKS ARE STANDARD DISKS STAMPED ETHEL 1957. THE SURFACE DISK
 GX3465'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. THE
 GX3465'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 25 INCHES
 GX3465'BELOW THE SURFACE OF THE GROUND. A STANDARD WITNESS POST WAS
 GX3465'SET 5 FEET NORTHWEST OF THE MARK.
 GX3465'
 GX3465'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ETHEL NO. 1 1957, IS
 GX3465'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS
 GX3465'19 FEET SOUTHWEST OF THE CENTER OF TRACK ROAD, 4 FEET SOUTHWEST OF A
 GX3465'LONE PINE TREE, ON THE NORTHEAST SLOPE OF HILL AND APPROXIMATELY
 GX3465'4 FEET LOWER IN ELEVATION THAN THE STATION.
 GX3465'
 GX3465'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ETHEL NO. 2 1957, IS
 GX3465'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS
 GX3465'17 FEET SOUTHWEST OF THE CENTER OF TRACK ROAD, ON THE EAST SLOPE OF
 GX3465'HILL AND APPROXIMATELY 6 FEET LOWER IN ELEVATION THAN THE STATION.
 GX3465'
 GX3465'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 GX3465'
 GX3465'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GX3465
 GX3465                          STATION RECOVERY (1975)
 GX3465
 GX3465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GX3465'STATION MARK REFERNCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 GX3465'CONDITION.
 GX3465'
 GX3465'A COMPLETE NEW DESCRIPTION FOLLOWS.
 GX3465'
 GX3465'STATION IS LOCATED ON A HIGH KNOB AT THE HEAD OF THE LEFT FORK OF
 GX3465'DINGESS CREEK, APPROXIMATELY 5.5 MILES NORTHEAST OF LOGAN, 2.75
 GX3465'MILES NORTH OF ETHEL AND ON LAND OWNED BY THE DINGESS-RUN COAL CO.
 GX3465'
 GX3465'TO REACH FROM THE JUNCTION OF U. S. HIGHWAYS 10 AND 119 AT THE WEST
 GX3465'SIDE OF BRIDGE IN LOGAN, GO EAST ON HIGHWAYS 10 AND 119 FOR 2.2
 GX3465'MILES TO THERE JUNCTION, KEEP LEFT THROUGH UNDERPASS AND GO 1.05
 GX3465'MILE ON U. S. HIGHWAY 119 TO A UNDERPASS, CONTINUE ON U. S.
 GX3465'HIGHWAY 119 FOR 2.65 MILES TO A POINT WHERE THE HIGHWAY CROSSES A
 GX3465'BRIDGE THEN CURVES RIGHT CROSSING RAILROAD TRACKS AT SIGN ETHEL.
 GX3465'HERE KEEP LEFT OFF HIGHWAY AND FOLLOW MAIN ROAD UP HOLLOW FOR
 GX3465'2.1 MILES TO A POINT ABOUT 0.1 MILE ABOVE A METAL GARAGE WHERE WORK
 GX3465'IS DONE ON COAL TRUCKS, HERE TURN LEFT FORD SMALL STREAM AND GO 0.25
 GX3465'MILE TO A FORK, KEEP RIGHT UP STEEP HILL FOR 1.7 MILE TO A FORK AT
 GX3465'TOP OF HILL, TURN RIGHT FOR 0.05 MILE TO A FROK, KEEP RIGHT UP HILL
 GX3465'FOR 0.4 MILES TO THE STATION ON THE RIGHT.
 GX3465'
 GX3465'STATION MARKS ARE STANDARD DISKS STAMPED ETHEL 1957.  THE SURFACE
 GX3465'DISK IS SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 GX3465'THE GROUND SURFACE.  IT IS 70 FEET SOUTHWEST OF THE ROAD.  THE
 GX3465'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 25 INCHES
 GX3465'BELOW THE GROUND SURFACE.  A 4X4 WOOD WITNESS POST WAS SET 5 FEET
 GX3465'NORTHWEST OF THE MARK.
 GX3465'
 GX3465'REFERENCE MARK 1, A STANDARD DISK STAMPED ETHEL NO 1 1957, IS SET IN
 GX3465'A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 16 FEET
 GX3465'SOUTHWEST OF THE CENTER OF A TRACK ROAD, 4 FEET SOUTHWEST OF A LONE
 GX3465'PINE TREE, ON THE NORTHEAST SLOPE OF HILL APPROXIMATELY 4 FEET
 GX3465'LOWER THAN THE STATION.
 GX3465'
 GX3465'REFERENCE MARK 2, A STANDARD DISK STAMPED ETHEL NO. 2 1957, SET IN A
 GX3465'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 17 FEET
 GX3465'SOUTHWEST OF THE CENTER OF A TRACK ROAD AND APPROXIMATELY 6 FEET
 GX3465'LOWER THAN THE STATION.
 GX3465'
 GX3465'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 GX3465'
 GX3465'IT IS SUGGESTED THAT YOU CONTACT THE ZAPATA COAL CORPORATION FOR THE
 GX3465'WAY TO REACH THIS STATION.
 GX3465'
 GX3465'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1276 ***********************************************************************
 JW1276  DESIGNATION -  EVANS
 JW1276  PID         -  JW1276
 JW1276  STATE/COUNTY-  WV/GRANT
 JW1276  USGS QUAD   -  GREENLAND GAP (1981)
 JW1276
 JW1276                         *CURRENT SURVEY CONTROL
 JW1276  ___________________________________________________________________
 JW1276* NAD 83(1995)-  39 13 40.91442(N)    079 07 43.59376(W)     ADJUSTED  
 JW1276* NAVD 88     -       940.     (meters)    3084.     (feet)  SCALED    
 JW1276  ___________________________________________________________________
 JW1276  LAPLACE CORR-          -7.79  (seconds)                    DEFLEC99
 JW1276  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JW1276
 JW1276  HORZ ORDER  -  FIRST
 JW1276
 JW1276.The horizontal coordinates were established by classical geodetic methods
 JW1276.and adjusted by the National Geodetic Survey in April 1998..
 JW1276
 JW1276.The orthometric height was scaled from a topographic map.
 JW1276
 JW1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1276
 JW1276.The geoid height was determined by GEOID03.
 JW1276
 JW1276;                    North         East     Units Scale Factor Converg.
 JW1276;SPC WV N     -    80,889.976   632,053.099   MT  0.99996471   +0 14 12.3
 JW1276;UTM  17      - 4,343,750.313   661,516.996   MT  0.99992122   +1 11 01.1
 JW1276
 JW1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1276!SPC WV N     -   0.99985753  x   0.99996471  =   0.99982225
 JW1276!UTM  17      -   0.99985753  x   0.99992122  =   0.99977876
 JW1276
 JW1276:                Primary Azimuth Mark                     Grid Az
 JW1276:SPC WV N     -  PINNACLE WWVU TV MAST                    013 51 05.6
 JW1276:UTM  17      -  PINNACLE WWVU TV MAST                    012 54 16.8
 JW1276
 JW1276|---------------------------------------------------------------------|
 JW1276| PID    Reference Object                     Distance      Geod. Az  |
 JW1276|                                                           dddmmss.s |
 JW1276| JW1261 PINNACLE WWVU TV MAST               APPROX.17.6 KM 0140517.9 |
 JW1276| CX4454 EVANS AZ MK                                        0243949.5 |
 JW1276| CX4455 EVANS RM 1                            7.497 METERS 03757     |
 JW1276| CX4456 EVANS RM 2                            2.459 METERS 14748     |
 JW1276| JW1277 PIGEON ROOST LOT                    APPROX. 9.4 KM 2411325.9 |
 JW1276|---------------------------------------------------------------------|
 JW1276
 JW1276                          SUPERSEDED SURVEY CONTROL
 JW1276
 JW1276  NAD 83(1995)-  39 13 40.92087(N)    079 07 43.59739(W) AD(       ) 1
 JW1276  NAD 83(1986)-  39 13 40.92401(N)    079 07 43.60199(W) AD(       ) 1
 JW1276  NAD 27      -  39 13 40.53250(N)    079 07 44.47420(W) AD(       ) 1
 JW1276
 JW1276.Superseded values are not recommended for survey control.
 JW1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1276.See file dsdata.txt to determine how the superseded data were derived.
 JW1276
 JW1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6151743750(NAD 83)
 JW1276_MARKER: DS = TRIANGULATION STATION DISK
 JW1276_SETTING: 80 = SET IN A BOULDER
 JW1276_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1276
 JW1276  HISTORY     - Date     Condition        Report By
 JW1276  HISTORY     - 1941     MONUMENTED       CGS
 JW1276  HISTORY     - 1975     GOOD             NGS
 JW1276
 JW1276                          STATION DESCRIPTION
 JW1276
 JW1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1276'STATION IS ABOUT 12 MILES SSW OF NEW CREEK AND ABOUT 7 MILES SE OF
 JW1276'MT. STORM ON A SUMMIT OF NEW
 JW1276'CREEK MOUNTAIN.  IT IS ABOUT 40 YARDS NE OF THE
 JW1276'HIGHEST POINT IN THE VICINITY.
 JW1276'
 JW1276'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JW1276'DISKS WEDGED IN
 JW1276'DRILL HOLES IN BOULDERS.
 JW1276'
 JW1276'STATION MARK PROJECTS ABOUT 1 FOOT AND IS STAMPED EVANS 1941.
 JW1276'
 JW1276'REFERENCE MARK NO. 1 PROJECTS 1 FOOT AND IS STAMPED EVANS
 JW1276'1941 NO. 1.
 JW1276'
 JW1276'REFERENCE MARK NO. 2 PROJECTS ABOUT 2 FEET AND IS STAMPED
 JW1276'EVANS 1941 NO. 2.
 JW1276'
 JW1276'THE AZIMUTH MARK IS LOCATED ABOUT 20 FEET S OF THE HIGHEST
 JW1276'POINT OF LARGE
 JW1276'PROMINENT ROCKS, 12 FEET NE OF THE MOST SOUTHWESTERLY
 JW1276'WALL OF THE ROCKS.  IT IS STAMPED EVANS 1941.
 JW1276'
 JW1276'TO REACH THE STATION FROM WESTERLY ONE OF THE TWO JUNCTIONS
 JW1276'OF U.S. HIGHWAYS
 JW1276'50 AND 220 WHICH IS JUST S OF THE VILLAGE OF NEW
 JW1276'CREEK, GO WESTERLY ON U.S. HIGHWAY
 JW1276'50 FOR 2.5 MILES AND TURN LEFT
 JW1276'ONTO A SECONDARY ROAD, THENCE SOUTHERLY 8.9 MILES AND
 JW1276'TAKE THE
 JW1276'LEFT FORK, THENCE 0.4 MILE AND TURN LEFT THROUGH A GATE, THENCE
 JW1276'0.3 MILE TO THE
 JW1276'HOME OF MR. EVANS AND THE END OF TRUCK TRAVEL.
 JW1276'THERE IS A DIM TRAIL BEHIND THE
 JW1276'HOUSE THAT LEADS TO THE TOP OF THE
 JW1276'RIDGE, THENCE SOUTHERLY THROUGH THE BRUSH TO THE
 JW1276'SUMMIT AND THE
 JW1276'STATION.  THE CLIMB AFOOT WITH PACKS REQUIRED 45 MINUTES.
 JW1276'
 JW1276'A 4-FOOT STAND AND CONSIDERABLE CLEARING OF BRUSH AND SMALL
 JW1276'TREES CLEARED ALL LINES.
 JW1276
 JW1276                          STATION RECOVERY (1975)
 JW1276
 JW1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1276'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JW1276'CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED BY VERY DENSE BRUSH
 JW1276'AND WAS NOT RECOVERED AT THIS TIME AS IT WOULD HAVE REQUIRED
 JW1276'EXTENSIVE CLEARING.  THERE IS NO SUITABLE LOCATION FOR AN ADDITIONAL
 JW1276'AZIMUTH MARK BECAUSE OF THE DENSE BRUSH.  THE DIRECTIONS
 JW1276'TO THE REFERENCE MARKS CHECKED THE 1941 DATA, HOWEVER, A
 JW1276'DIFFERENCE OF 0.009 METER LONGER WAS NOTED TO REFERENCE MARK 2.
 JW1276'FOLLOWING IS A NEW DESCRIPTION.
 JW1276'
 JW1276'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF SCHERR, 5-1/2 MILES
 JW1276'SOUTH-SOUTHEAST OF LAUREL DALE, 6-3/4 MILES SOUTHWEST OF MT STORM
 JW1276'ON THE SUMMIT OF NEW CREEK MOUNTAIN AND ON PROPERTY OWNED BY
 JW1276'ABRAHAM EVANS AND HIS BROTHER.  PERMISSION WAS GRANTED BY ABRAHAM
 JW1276'EVANS WHOSE TELEPHONE NUMBER IS 749-2020.
 JW1276'
 JW1276'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 93
 JW1276'AT SCHERR, GO NORTHERLY ON HIGHWAY 93 FOR 3.65 MILES TO A SIDE
 JW1276'ROAD ON THE RIGHT.  TURN SHARP RIGHT AND GO SOUTHERLY ON A GRAVELED
 JW1276'ROAD FOR 0.35 MILE TO A METAL GATE ON THE LEFT.  TURN LEFT, PASS
 JW1276'THROUGH THE GATE, AND GO NORTHEAST ON A DRIVEWAY FOR 0.3 MILE,
 JW1276'PASSING A MOBILE HOME OF ABRAHAM EVANS, TO A HOUSE WHICH IS THE
 JW1276'HOME OF MRS. TRACY EVANS AND THE END OF TRUCK TRAVEL.  FROM THIS
 JW1276'POINT, PACK EASTERLY, KEEPING TO THE RIGHT OF A BROOK, FOR 75
 JW1276'YARDS TO A METAL GATE AT THE NORTHEAST CORNER OF A BARN.  PASS
 JW1276'THROUGH THE GATE AND CONTINUE EAST ALONG A FENCE FOR ABOUT 100
 JW1276'YARDS TO A T- FENCE CORNER.  CROSS OVER THE FENCE, LEFT, AND
 JW1276'FOLLOW A DIM TRAIL UP THE DRAW TO AN OLD RAIL FENCE.  CROSS THIS
 JW1276'FENCE, THEN BEAR LEFT, NORTHERLY, ALONG AN OLD LOGGING TRAIL
 JW1276'FOR ABOUT 0.1 MILE TO A BLAZED TRAIL ON THE RIGHT.  TURN RIGHT,
 JW1276'EASTERLY, AND FOLLOW THE TRAIL UP A VERY STEEP HILL FOR ABOUT 1
 JW1276'MILE TO THE TOP OF THE RIDGE AND THE STATION.  THE LAST 1/3
 JW1276'MILE IS VERY BRUSHY, BUT WAS CLEARED SOME AT THIS TIME.  PACKING
 JW1276'TIME IS ABOUT 1-1/2 HOURS.
 JW1276'
 JW1276'THE STATION MARK IS A STANDARD DISK, STAMPED---EVANS 1941---,
 JW1276'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 8 INCHES
 JW1276'ABOVE THE GROUND.  THERE WERE NO LOCAL OBJECTS TO REFERENCE TO.
 JW1276'
 JW1276'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---EVANS NO 1 1941---,
 JW1276'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 JW1276'18 INCHES ABOVE THE GROUND.  IT IS ABOUT 3 FEET LOWER THAN THE
 JW1276'STATION.
 JW1276'
 JW1276'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---EVANS NO 2 1941---,
 JW1276'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2 FEET.
 JW1276'IT IS ABOUT 2 FEET HIGHER THAN THE STATION.
 JW1276'
 JW1276'REFERENCE MARK 1 TO REFERENCE MARK 2 IS OBSTRUCTED BY DENSE BRUSH.
 JW1276'THE DISTANCE TO REFERENCE MARK 1 WAS COMPUTED FROM SLOPE DISTANCES.
 JW1276'
 JW1276'HEIGHT OF LIGHT ABOVE STATION MARK WAS 2.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1993 ***********************************************************************
 JX1993  DESIGNATION -  EVANS
 JX1993  PID         -  JX1993
 JX1993  STATE/COUNTY-  WV/WETZEL
 JX1993  USGS QUAD   -  BIG RUN (1976)
 JX1993
 JX1993                         *CURRENT SURVEY CONTROL
 JX1993  ___________________________________________________________________
 JX1993* NAD 83(1995)-  39 32 29.44927(N)    080 30 43.00398(W)     ADJUSTED  
 JX1993* NAVD 88     -       505.     (meters)    1657.     (feet)  SCALED    
 JX1993  ___________________________________________________________________
 JX1993  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 JX1993  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JX1993
 JX1993  HORZ ORDER  -  SECOND
 JX1993
 JX1993.The horizontal coordinates were established by classical geodetic methods
 JX1993.and adjusted by the National Geodetic Survey in April 1998..
 JX1993
 JX1993.The orthometric height was scaled from a topographic map.
 JX1993
 JX1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1993
 JX1993.The geoid height was determined by GEOID03.
 JX1993
 JX1993;                    North         East     Units Scale Factor Converg.
 JX1993;SPC WV N     -   116,115.586   513,017.806   MT  0.99994182   -0 38 43.4
 JX1993;UTM  17      - 4,376,985.454   541,937.564   MT  0.99962165   +0 18 38.6
 JX1993
 JX1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1993!SPC WV N     -   0.99992598  x   0.99994182  =   0.99986781
 JX1993!UTM  17      -   0.99992598  x   0.99962165  =   0.99954766
 JX1993
 JX1993|---------------------------------------------------------------------|
 JX1993| PID    Reference Object                     Distance      Geod. Az  |
 JX1993|                                                           dddmmss.s |
 JX1993| CX4458 EVANS RM 1                           10.095 METERS 03606     |
 JX1993| CX4457 EVANS AZ MK                                        1064454.3 |
 JX1993| CX4459 EVANS RM 2                            5.889 METERS 26328     |
 JX1993| JX1994 EVANS 2 USGS 1963                     9.226 METERS 35919     |
 JX1993|---------------------------------------------------------------------|
 JX1993
 JX1993                          SUPERSEDED SURVEY CONTROL
 JX1993
 JX1993  NAD 83(1986)-  39 32 29.45357(N)    080 30 43.01174(W) AD(       ) 2
 JX1993  NAD 27      -  39 32 29.15030(N)    080 30 43.68550(W) AD(       ) 2
 JX1993
 JX1993.Superseded values are not recommended for survey control.
 JX1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1993.See file dsdata.txt to determine how the superseded data were derived.
 JX1993
 JX1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4193876985(NAD 83)
 JX1993_MARKER: DS = TRIANGULATION STATION DISK
 JX1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1993_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1993
 JX1993  HISTORY     - Date     Condition        Report By
 JX1993  HISTORY     - 1963     MONUMENTED       CGS
 JX1993
 JX1993                          STATION DESCRIPTION
 JX1993
 JX1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1993'THE STATION IS LOCATED ON A POINTED WOODED HILL KNOWN AS EVANS KNOB,
 JX1993'ABOUT 9 MILES WEST OF
 JX1993'MANNINGTON, 4 MILES NORTHEAST OF SMITHFIELD, 2-1/4 MILES NORTH OF
 JX1993'PRICETOWN, 1-1/4 MILES
 JX1993'WEST-SOUTHWEST OF BRINK AND ON THE PROPERTY OF MR. RALPH ROBERTS.  IT
 JX1993'IS ON THE SOUTH SLOPE OF THE HILL, 2
 JX1993'FEET NORTHWEST OF A WITNESS POST AND 34 FEET SOUTHWEST OF
 JX1993'A WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES
 JX1993'AND THE DISK IS STAMPED EVANS 1963.
 JX1993'
 JX1993'TO REACH FROM THE ST. JAMES METHODIST CHURCH IN SMITHFIELD, GO
 JX1993'EASTERLY ON A PAVED ROAD
 JX1993'FOR 3.1 MILE TO A SIDE ROAD LEFT IN THE VILLAGE OF PRICETOWN.  TURN
 JX1993'LEFT AND GO NORTHERLY ON A GRAVELED
 JX1993'ROAD FOR 3.15 MILES TO A SIDE ROAD LEFT AT THE TOP OF A HILL.
 JX1993'TURN LEFT AND GO WESTERLY ON A NARROW
 JX1993'GRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON
 JX1993'THE LEFT.  CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR
 JX1993'0.25 MILE TO A GAS LINE RIGHT-OF-WAY AND
 JX1993'A DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON THE TRACK
 JX1993'ROAD FOR 0.15 MILE TO THE TOP OF
 JX1993'THE HILL AND THE STATION.
 JX1993'
 JX1993'EVANS 2 (USGS) IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK SET IN
 JX1993'THE TOP OF AN 8 X 8 INCH
 JX1993'CONCRETE POST PROJECTING 8 INCHES.  IT IS 22 FEET WEST OF A WITNESS
 JX1993'POST AND 32 FEET NORTH OF A WITNESS
 JX1993'POST.  THE DISK IS STAMPED EVANS 2 1957.
 JX1993'
 JX1993'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET
 JX1993'IN THE TOP OF AN 8 X 8 INCH
 JX1993'CONCRETE POST PROJECTING 4 INCHES.  IT IS 1 FOOT WEST OF A WITNESS
 JX1993'POST AND 34 FEET NORTHEAST OF A
 JX1993'WITNESS POST.  THE DISK IS STAMPED NO 1 1957.
 JX1993'
 JX1993'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET
 JX1993'IN THE TOP OF AN 8 X 8 INCH
 JX1993'CONCRETE POST PROJECTING 5 INCHES.  IT IS 20 FEET WEST OF A WITNESS
 JX1993'POST AND 49 FEET SOUTHWEST OF A
 JX1993'WITNESS POST.  THE DISK IS STAMPED NO 2 1957.
 JX1993'
 JX1993'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WIRE FENCE, 4 FEET EAST OF A
 JX1993'WITNESS POST, 15 FEET SOUTH
 JX1993'OF THE CENTERLINE OF THE GRAVELED ROAD AND 78 FEET WEST OF A 24 INCH
 JX1993'POPLAR TREE.  THE MONUMENT
 JX1993'PROJECTS 3 INCHES AND THE DISK IS STAMPED EVANS 1963.
 JX1993'
 JX1993'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1994 ***********************************************************************
 JX1994  DESIGNATION -  EVANS 2 USGS 1963
 JX1994  PID         -  JX1994
 JX1994  STATE/COUNTY-  WV/WETZEL
 JX1994  USGS QUAD   -  BIG RUN (1976)
 JX1994
 JX1994                         *CURRENT SURVEY CONTROL
 JX1994  ___________________________________________________________________
 JX1994* NAD 83(1995)-  39 32 29.74840(N)    080 30 43.00857(W)     ADJUSTED  
 JX1994* NAVD 88     -       504.60   (+/-2cm)    1655.5    (feet)  VERTCON   
 JX1994  ___________________________________________________________________
 JX1994  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 JX1994  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JX1994
 JX1994  HORZ ORDER  -  SECOND
 JX1994  VERT ORDER  -  THIRD ? (See Below)
 JX1994
 JX1994.The horizontal coordinates were established by classical geodetic methods
 JX1994.and adjusted by the National Geodetic Survey in April 1998..
 JX1994
 JX1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1994.The vertical order pertains to the NGVD 29 superseded value.
 JX1994
 JX1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1994
 JX1994.The geoid height was determined by GEOID03.
 JX1994
 JX1994;                    North         East     Units Scale Factor Converg.
 JX1994;SPC WV N     -   116,124.811   513,017.800   MT  0.99994182   -0 38 43.4
 JX1994;UTM  17      - 4,376,994.675   541,937.404   MT  0.99962165   +0 18 38.6
 JX1994
 JX1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1994!SPC WV N     -   0.99992602  x   0.99994182  =   0.99986785
 JX1994!UTM  17      -   0.99992602  x   0.99962165  =   0.99954770
 JX1994
 JX1994                          SUPERSEDED SURVEY CONTROL
 JX1994
 JX1994  NAD 83(1986)-  39 32 29.75270(N)    080 30 43.01633(W) AD(       ) 2
 JX1994  NAD 27      -  39 32 29.44940(N)    080 30 43.69010(W) AD(       ) 2
 JX1994  NGVD 29 (07/19/86)  504.75   (m)         1656.0    (f) LEVELING    3  
 JX1994
 JX1994.Superseded values are not recommended for survey control.
 JX1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1994.See file dsdata.txt to determine how the superseded data were derived.
 JX1994
 JX1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4193776995(NAD 83)
 JX1994_MARKER: DD = SURVEY DISK
 JX1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1994_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1994+STABILITY: SURFACE MOTION
 JX1994
 JX1994  HISTORY     - Date     Condition        Report By
 JX1994  HISTORY     - 1963     MONUMENTED       CGS
 JX1994
 JX1994                          STATION DESCRIPTION
 JX1994
 JX1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1994'THE STATION IS LOCATED ON A POINTED HILL KNOWN AS EVANS KNOB,
 JX1994'ABOUT 9 MILES WEST
 JX1994'OF MANNINGTON, 4 MILES NORTHEAST OF SMITHFIELD, 2-1/4 MILES NORTH OF
 JX1994'PRICETOWN, 1-1/4 MILES WEST/SOUTHWEST
 JX1994'OF BRINK AND ON THE PROPERTY OF MR. RALPH ROBERTS.
 JX1994'IT IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK SET IN
 JX1994'THE TOP OF AN 8 X 8 INCH CONCRETE POST
 JX1994'PROJECTING 8 INCHES, 22 FEET WEST OF A WITNESS POST AND 32 FEET NORTH
 JX1994'OF ANOTHER WITNESS POST.  THE DISK
 JX1994'IS STAMPED EVANS 2 1957.
 JX1994'
 JX1994'TO REACH FROM THE ST. JAMES METHODIST CHURCH IN SMITHFIELD, GO
 JX1994'EASTERLY ON A PAVED ROAD FOR
 JX1994'3.1 MILES TO A SIDE ROAD LEFT IN THE SMALL TOWN OF PRICETOWN.  TURN
 JX1994'LEFT AND GO NORTHERLY ON A GRAVELED
 JX1994'ROAD FOR 3.15 MILES TO A SIDE ROAD LEFT AT THE TOP OF A HILL.
 JX1994'TURN LEFT AND GO WESTERLY ON A NARROW
 JX1994'GRAVELED ROAD FOR 0.85 MILE TO A GAS LINE RIGHT-OF-WAY
 JX1994'AND A DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST
 JX1994'ON THE TRACK ROAD FOR 0.15 MILE
 JX1994'TO THE TOP OF THE HILL AND THE STATION.
 JX1994'
 JX1994'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION EVANS THE
 JX1994'DISTANCE BEING 30.27 FEET AND
 JX1994'9.226 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1503 ***********************************************************************
 GX1503  DESIGNATION -  EXIT
 GX1503  PID         -  GX1503
 GX1503  STATE/COUNTY-  WV/MERCER
 GX1503  USGS QUAD   -  BLUEFIELD (1979)
 GX1503
 GX1503                         *CURRENT SURVEY CONTROL
 GX1503  ___________________________________________________________________
 GX1503* NAD 83(1995)-  37 16 53.90705(N)    081 07 45.98315(W)     ADJUSTED  
 GX1503* NAVD 88     -       816.499  (meters)    2678.80   (feet)  ADJUSTED  
 GX1503  ___________________________________________________________________
 GX1503  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 GX1503  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GX1503  DYNAMIC HT  -         815.781 (meters)    2676.44  (feet)  COMP
 GX1503  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 GX1503
 GX1503  HORZ ORDER  -  THIRD
 GX1503  VERT ORDER  -  FIRST     CLASS II
 GX1503
 GX1503.The horizontal coordinates were established by classical geodetic methods
 GX1503.and adjusted by the National Geodetic Survey in April 1998..
 GX1503
 GX1503.The orthometric height was determined by differential leveling
 GX1503.and adjusted by the National Geodetic Survey in June 1991..
 GX1503
 GX1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1503
 GX1503.The geoid height was determined by GEOID03.
 GX1503
 GX1503.The dynamic height is computed by dividing the NAVD 88
 GX1503.geopotential number by the normal gravity value computed on the
 GX1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1503.degrees latitude (g = 980.6199 gals.).
 GX1503
 GX1503.The modeled gravity was interpolated from observed gravity values.
 GX1503
 GX1503;                    North         East     Units Scale Factor Converg.
 GX1503;SPC WV S     -    31,267.445   588,520.428   MT  1.00004880   -0 04 48.1
 GX1503;SPC VA S     - 1,108,485.045 3,266,857.869   MT  0.99994652   -1 35 45.1
 GX1503;SPC VA S     - 3,636,754.69 10,718,016.19   sFT  0.99994652   -1 35 45.1
 GX1503;UTM  17      - 4,126,124.300   488,525.574   MT  0.99960162   -0 04 42.3
 GX1503
 GX1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1503!SPC WV S     -   0.99987673  x   1.00004880  =   0.99992552
 GX1503!SPC VA S     -   0.99987673  x   0.99994652  =   0.99982326
 GX1503!UTM  17      -   0.99987673  x   0.99960162  =   0.99947840
 GX1503
 GX1503:                Primary Azimuth Mark                     Grid Az
 GX1503:SPC WV S     -  EXIT AZ MK 2                             047 20 16.7
 GX1503:SPC VA S     -  EXIT AZ MK 2                             048 51 13.7
 GX1503:UTM  17      -  EXIT AZ MK 2                             047 20 10.9
 GX1503
 GX1503|---------------------------------------------------------------------|
 GX1503| PID    Reference Object                     Distance      Geod. Az  |
 GX1503|                                                           dddmmss.s |
 GX1503| DC3357 EXIT AZ MK 2                                       0471528.6 |
 GX1503| DC3356 EXIT AZ MK                                         0581310.4 |
 GX1503| GX1504 EXIT RM 1                             6.925 METERS 11830     |
 GX1503| GX1506 EXIT RM 3                            16.020 METERS 18915     |
 GX1503| GX1505 EXIT RM 2                            16.061 METERS 18916     |
 GX1503| GX3379 BLUEFIELD RADIO STA WKOY MAST       APPROX. 5.5 KM 2525431.7 |
 GX1503|---------------------------------------------------------------------|
 GX1503
 GX1503                          SUPERSEDED SURVEY CONTROL
 GX1503
 GX1503  NAD 83(1995)-  37 16 53.90708(N)    081 07 45.98308(W) AD(       ) 3
 GX1503  NAD 83(1995)-  37 16 53.91369(N)    081 07 45.97741(W) AD(       ) 3
 GX1503  NAD 83(1986)-  37 16 53.91469(N)    081 07 45.97821(W) AD(       ) 3
 GX1503  NAD 27      -  37 16 53.49211(N)    081 07 46.63928(W) AD(       ) 3
 GX1503  NGVD 29 (??/??/92)  816.591  (m)         2679.10   (f) ADJ UNCH    1 2
 GX1503
 GX1503.Superseded values are not recommended for survey control.
 GX1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1503.See file dsdata.txt to determine how the superseded data were derived.
 GX1503
 GX1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8852626124(NAD 83)
 GX1503_MARKER: DS = TRIANGULATION STATION DISK
 GX1503_SETTING: 66 = SET IN ROCK OUTCROP
 GX1503_SP_SET: ROCK OUTCROP
 GX1503_STAMPING: EXIT 1963
 GX1503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1503+STABILITY: POSITION/ELEVATION WELL
 GX1503
 GX1503  HISTORY     - Date     Condition        Report By
 GX1503  HISTORY     - 1963     MONUMENTED       CGS
 GX1503  HISTORY     - 1963     GOOD             CGS
 GX1503  HISTORY     - 1969     GOOD             CGS
 GX1503  HISTORY     - 1969     GOOD             NGS
 GX1503  HISTORY     - 1973     GOOD             LOCSUR
 GX1503
 GX1503                          STATION DESCRIPTION
 GX1503
 GX1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX1503'THE STATION IS LOCATED ABOUT 5 MILES EAST OF BLUEFIELD, WEST
 GX1503'VIRGINIA, 1 MILE SOUTHEAST OF THE SMALL SETTLEMENT OF ADA AND AT
 GX1503'THE FOOT OF EAST RIVER MOUNTAIN.  THE OWNER OF THE PROPERTY OF MR.
 GX1503'M.E. MORGANS.
 GX1503'
 GX1503'TO REACH THE STATION FROM THE POST OFFICE IN BLUEFIELD, WEST
 GX1503'VIRGINIA, GO SOUTH ON U.S. HIGHWAYS 21 AND 52 FOR 1.3 MILES TO A
 GX1503'FORK, U.S. HIGHWAYS 21 AND 52 TURNS RIGHT AND U.S. HIGHWAY 21 BY-PASS
 GX1503'TURNS LEFT, TURN LEFT, EAST ON U.S. HIGHWAY 21 BY-PASS AND GO 0.9
 GX1503'MILE TO A FORK, U.S. HIGHWAY 21 BY-PASS TURNS LEFT, KEEP STRAIGHT
 GX1503'AHEAD ON BLACK-TOP ROAD FOR 3.85 MILES TO THE DRIVE-WAY AND MAIL BOX
 GX1503'OF MR. MORGANS ON THE RIGHT, TURN RIGHT, SOUTH, AND FOLLOW DRIVE-WAY
 GX1503'FOR 0.05 MILE TO MR. MORGANS HOUSE ON THE LEFT, AND GARAGE STRAIGHT
 GX1503'AHEAD, TURN RIGHT PASSING TO THE RIGHT OF THE GARAGE AND GO 0.1
 GX1503'MILE TO A BARN AND THE STATION ON THE LEFT.
 GX1503'
 GX1503'THE STATION IS LOCATED IN MR. MORGANS PASTURE 64 FEET EAST OF THE
 GX1503'NORTHEAST CORNER OF BARN AND 13 FEET NORTH OF A METAL WITNESS POST
 GX1503'AND WIRE FENCE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GX1503'IN OUTCROPPING BEDROCK, WHICH PROJECTS 1-INCH AND STAMPED
 GX1503'EXIT 1963.
 GX1503'
 GX1503'REFERENCE MARK NO. 1 IS 4 FEET NORTH OF A WIRE FENCE.  THE MARK IS A
 GX1503'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GX1503'BEDROCK, FLUSH AND STAMPED EXIT NO 1 1963.
 GX1503'
 GX1503'REFERENCE MARK NO. 2 IS 47.5 FEET EAST OF THE SOUTHEAST CORNER OF
 GX1503'BARN AND 37 FEET SOUTH OF A WIRE FENCE.  THE MARK IS A STANDARD
 GX1503'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, WHICH PROJECTS
 GX1503'3-INCHES AND STAMPED EXIT NO 2 1963.
 GX1503'
 GX1503'THE AZIMUTH MARK IS 29 FEET NORTH OF A TELEPHONE POLE, 17 FEET NORTH
 GX1503'OF THE APPROXIMATE CENTER OF BLACK-TOP ROAD, 8 FEET SOUTH OF A WIRE
 GX1503'FENCE AND ABOUT 4 FEET HIGHER THAN THE ROAD.  THE MARK IS A STANDARD
 GX1503'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, WHICH
 GX1503'PROJECTS 2-FOOT AND STAMPED EXIT 1963.
 GX1503'
 GX1503'TO REACH THE AZIMUTH MARK FROM MR. MORGANS DRIVE-WAY AND MAIL BOX,
 GX1503'CONTINUE EAST ON BLACK-TOP ROAD FOR 0.5 MILE TO THE MARK ON THE
 GX1503'LEFT.
 GX1503'
 GX1503'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 57.0 FEET.
 GX1503'
 GX1503'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GX1503
 GX1503                          STATION RECOVERY (1963)
 GX1503
 GX1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GX1503'6.4 MI SE FROM BLUEFIELD.
 GX1503'ABOUT 1.45 MILES SOUTH ALONG U.S. HIGHWAY 21 AND 52 FROM THE POST
 GX1503'OFFICE IN BLUEFIELD, THEN TURN EAST ALONG U.S. 21 BY-PASS FOR 1.0
 GX1503'MILE TO THE JUNCTION OF A BLACK TOP ROAD, CONTINUE EAST ON THE
 GX1503'BLACK TOP ROAD FOR 3.9 MILES TO THE PROPERTY OF M.E. MORGAN, TURN
 GX1503'SOUTH THROUGH THE DRIVEWAY AND GO 0.1 MILE TO THE BARN.  THE MARK
 GX1503'IS SET IN A DRILL HOLE IN OUTCROPPING ROCK, 13 FEET NORTH OF A
 GX1503'FENCE LINE, 64 FEET EAST OF THE NORTHEAST CORNER OF THE BARN AND
 GX1503'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.
 GX1503
 GX1503                          STATION RECOVERY (1969)
 GX1503
 GX1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GX1503'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT REFERENCE
 GX1503'MARK NO. 2 WERE FOUND TO BE IN GOOD CONDITION.  ONLY THE SHANK OF
 GX1503'REFERENCE MARK NO. 2 WAS RECOVERED SO THE SHANK WAS REMOVED AND
 GX1503'REFERENCE MARK NO. 3 WAS ESTABLISHED IN THE OLD DRILL HOLE.  THE
 GX1503'STATE HIGHWAY DEPARTMENT REQUESTED THAT THE AZIMUTH MARK BE RELOCATED
 GX1503'OUT OF CONSTRUCTION LIMITS SO A NEW AZIMUTH MARK WAS ESTABLISHED AND
 GX1503'THE OLD MARK WAS THEN DESTROYED.  A DIFFERENCE WAS FOUND IN THE
 GX1503'DISTANCE TO REFERENCE MARK NO. 1 BUT THE DIRECTION WAS CHECKED
 GX1503'AND FOUND TO BE CORRECT.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT
 GX1503'MR. MORGANS HOUSE HAS BEEN REMOVED.
 GX1503'
 GX1503'REFERENCE MARK NO. 3 IS 48 FEET EAST OF THE SOUTHEAST CORNER OF BARN,
 GX1503'37 FEET SOUTH OF FENCE AND 16 FEET NORTH OF CENTERLINE OF ROAD
 GX1503'LEADING TO OFFICE TRAILERS AND STORAGE AREA.  THE MARK IS A STANDARD
 GX1503'DISK CEMENTED FLUSH IN A DRLL HOLE IN OUTCROPPING ROCK AND THE
 GX1503'DISK IS STAMPED EXIT 1963 NO 3 1969.
 GX1503'
 GX1503'AZIMUTH MARK IS ON THE WEST SLOPE OF HILL, 27 FEET NORTH OF A FENCE
 GX1503'AND 25 FEET WEST OF A ROCK PILE OVERGROWN WITH BRUSH.  THE MARK
 GX1503'IS A STANDARD DISK CEMENTED FLUSH IN A DRILLHOLE IN OUTCROPPING ROCK
 GX1503'THAT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EXIT 1963
 GX1503'1969.
 GX1503
 GX1503                          STATION RECOVERY (1969)
 GX1503
 GX1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GX1503'RECOVERED IN GOOD CONDITION.
 GX1503
 GX1503                          STATION RECOVERY (1973)
 GX1503
 GX1503'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (EW)
 GX1503'EXIT 1963 RECOVERED IN GOOD CONDITION.
 GX1503'
 GX1503'AZ, EXIT 1963-1969 RECOVERED IN GOOD CONDITION.
 GX1503'
 GX1503'RM 1 AND 2 NOT SEARCHED FOR STATION AND AZ MARK DESCRIPTION OF 1969
 GX1503'IS ADEQUATE.
 GX1503'
 GX1503'DISTANCE AND DIRECTION FROM NEAREST TOWN-- 5 MILES EAST OF BLUEFIELD
 GX1503'WVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1504 ***********************************************************************
 GX1504  DESIGNATION -  EXIT RM 1
 GX1504  PID         -  GX1504
 GX1504  STATE/COUNTY-  WV/MERCER
 GX1504  USGS QUAD   -  BLUEFIELD (1979)
 GX1504
 GX1504                         *CURRENT SURVEY CONTROL
 GX1504  ___________________________________________________________________
 GX1504* NAD 83(1986)-  37 16 53.     (N)    081 07 45.     (W)     SCALED    
 GX1504* NAVD 88     -       817.186  (meters)    2681.05   (feet)  ADJUSTED  
 GX1504  ___________________________________________________________________
 GX1504  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GX1504  DYNAMIC HT  -         816.467 (meters)    2678.69  (feet)  COMP
 GX1504  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 GX1504
 GX1504  VERT ORDER  -  FIRST     CLASS II
 GX1504
 GX1504.The horizontal coordinates were scaled from a topographic map and have
 GX1504.an estimated accuracy of +/- 6 seconds.
 GX1504
 GX1504.The orthometric height was determined by differential leveling
 GX1504.and adjusted by the National Geodetic Survey in June 1991..
 GX1504
 GX1504.The geoid height was determined by GEOID03.
 GX1504
 GX1504.The dynamic height is computed by dividing the NAVD 88
 GX1504.geopotential number by the normal gravity value computed on the
 GX1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1504.degrees latitude (g = 980.6199 gals.).
 GX1504
 GX1504.The modeled gravity was interpolated from observed gravity values.
 GX1504
 GX1504;                    North         East    Units  Estimated Accuracy
 GX1504;SPC WV S     -    31,240.      588,550.      MT  (+/- 180 meters Scaled)
 GX1504
 GX1504                          SUPERSEDED SURVEY CONTROL
 GX1504
 GX1504  NGVD 29 (??/??/92)  817.278  (m)         2681.35   (f) ADJ UNCH    1 2
 GX1504
 GX1504.Superseded values are not recommended for survey control.
 GX1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1504.See file dsdata.txt to determine how the superseded data were derived.
 GX1504
 GX1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB885260(NAD 83)
 GX1504_MARKER: DR = REFERENCE MARK DISK
 GX1504_SETTING: 66 = SET IN ROCK OUTCROP
 GX1504_SP_SET: ROCK OUTCROP
 GX1504_STAMPING: EXIT NO 1 1963
 GX1504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1504+STABILITY: POSITION/ELEVATION WELL
 GX1504
 GX1504  HISTORY     - Date     Condition        Report By
 GX1504  HISTORY     - 1963     MONUMENTED       CGS
 GX1504  HISTORY     - 1969     GOOD             NGS
 GX1504
 GX1504                          STATION DESCRIPTION
 GX1504
 GX1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1504'6.4 MI SE FROM BLUEFIELD.
 GX1504'ABOUT 1.45 MILES SOUTH ALONG U.S. HIGHWAYS 21 AND 52 FROM THE
 GX1504'POST OFFICE IN BLUEFIELD, THEN TURN EAST ALONG U.S. 21 BY-PASS
 GX1504'FOR 1.0 MILE TO THE JUNCTION OF A BLACK TOP ROAD, CONTINUE EAST
 GX1504'ON THE BLACK TOP ROAD FOR 3.9 MILES TO THE PROPERTY OF M.E.
 GX1504'MORGAN, TURN SOUTH THROUGH THE DRIVEWAY AND GO 0.1 MILE TO THE
 GX1504'BARN.  THE MARK IS SET IN A DRILL HOLE IN OUTCROPPING ROCK 4 FEET
 GX1504'NORTH OF A FENCE LINE AND 22.84 FEET EAST OF THE STATION MARK.
 GX1504
 GX1504                          STATION RECOVERY (1969)
 GX1504
 GX1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GX1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1506 ***********************************************************************
 GX1506  DESIGNATION -  EXIT RM 3
 GX1506  PID         -  GX1506
 GX1506  STATE/COUNTY-  WV/MERCER
 GX1506  USGS QUAD   -  BLUEFIELD (1979)
 GX1506
 GX1506                         *CURRENT SURVEY CONTROL
 GX1506  ___________________________________________________________________
 GX1506* NAD 83(1986)-  37 16 53.     (N)    081 07 45.     (W)     SCALED    
 GX1506* NAVD 88     -       817.74   (meters)    2682.9    (feet)  RESET     
 GX1506  ___________________________________________________________________
 GX1506  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GX1506
 GX1506  VERT ORDER  -  THIRD
 GX1506
 GX1506.The horizontal coordinates were scaled from a topographic map and have
 GX1506.an estimated accuracy of +/- 6 seconds.
 GX1506
 GX1506.The orthometric height was computed from unverified reset data.
 GX1506.No vertical observational check was made to the station.
 GX1506
 GX1506.The geoid height was determined by GEOID03.
 GX1506
 GX1506;                    North         East    Units  Estimated Accuracy
 GX1506;SPC WV S     -    31,240.      588,550.      MT  (+/- 180 meters Scaled)
 GX1506
 GX1506                          SUPERSEDED SURVEY CONTROL
 GX1506
 GX1506  NGVD 29 (??/??/??)  817.84   (m)         2683.2    (f) RESET       3  
 GX1506
 GX1506.Superseded values are not recommended for survey control.
 GX1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1506.See file dsdata.txt to determine how the superseded data were derived.
 GX1506
 GX1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB885260(NAD 83)
 GX1506_MARKER: DR = REFERENCE MARK DISK
 GX1506_SETTING: 66 = SET IN ROCK OUTCROP
 GX1506_SP_SET: ROCK OUTCROP
 GX1506_STAMPING: EXIT 1963 NO 3 1969
 GX1506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1506+STABILITY: POSITION/ELEVATION WELL
 GX1506
 GX1506  HISTORY     - Date     Condition        Report By
 GX1506  HISTORY     - 1969     MONUMENTED       CGS
 GX1506
 GX1506                          STATION DESCRIPTION
 GX1506
 GX1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GX1506'6.4 MI SE FROM BLUEFIELD.
 GX1506'ABOUT 1.45 MILES SOUTH ALONG U.S. HIGHWAYS 21 AND 52 FROM THE
 GX1506'POST OFFICE IN BLUEFIELD, THEN EAST ALONG U.S. 21 BY-PASS FOR
 GX1506'1.0 MILE TO JUNCTION OF BLACKTOP ROAD, THEN EAST ALONG BLACKTOP
 GX1506'ROAD FOR 3.9 MILES TO THE PROPERTY OF M.E. MORGAN, THEN SOUTH
 GX1506'ON DRIVEWAY FOR 0.1 MILE TO A BARN.  MARK IS SET IN A DRILL HOLE
 GX1506'IN OUTCROPPING ROCK, 48 FEET EAST OF THE SOUTHEAST CORNER OF BARN,
 GX1506'37 FEET SOUTH OF A FENCE AND 16 FEET NORTH OF THE CENTERLINE
 GX1506'OF ROAD LEADING TO HIGHWAY OFFICE TRAILERS AND STORAGE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4664 ***********************************************************************
 JV4664  DESIGNATION -  EXPANSION
 JV4664  PID         -  JV4664
 JV4664  STATE/COUNTY-  WV/JEFFERSON
 JV4664  USGS QUAD   -  MIDDLEWAY (1978)
 JV4664
 JV4664                         *CURRENT SURVEY CONTROL
 JV4664  ___________________________________________________________________
 JV4664* NAD 83(1995)-  39 16 44.74559(N)    077 58 59.04902(W)     ADJUSTED  
 JV4664* NAVD 88     -       187.1    (meters)     614.     (feet)  VERTCON   
 JV4664  ___________________________________________________________________
 JV4664  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 JV4664  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JV4664
 JV4664  HORZ ORDER  -  FIRST
 JV4664
 JV4664.The horizontal coordinates were established by classical geodetic methods
 JV4664.and adjusted by the National Geodetic Survey in April 1998..
 JV4664
 JV4664.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV4664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV4664
 JV4664.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4664
 JV4664.The geoid height was determined by GEOID03.
 JV4664
 JV4664;                    North         East     Units Scale Factor Converg.
 JV4664;SPC WV N     -    87,597.675   730,876.868   MT  0.99995896   +0 58 02.8
 JV4664;SPC VA N     - 2,179,111.240 3,544,603.838   MT  1.00001499   +0 19 21.5
 JV4664;SPC VA N     - 7,149,300.79 11,629,254.43   sFT  1.00001499   +0 19 21.5
 JV4664;UTM  18      - 4,351,991.820   242,685.370   MT  1.00041531   -1 53 22.6
 JV4664;UTM  17      - 4,352,088.750   760,236.018   MT  1.00043393   +1 54 39.9
 JV4664
 JV4664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4664!SPC WV N     -   0.99997596  x   0.99995896  =   0.99993492
 JV4664!SPC VA N     -   0.99997596  x   1.00001499  =   0.99999095
 JV4664!UTM  18      -   0.99997596  x   1.00041531  =   1.00039126
 JV4664!UTM  17      -   0.99997596  x   1.00043393  =   1.00040988
 JV4664
 JV4664|---------------------------------------------------------------------|
 JV4664| PID    Reference Object                     Distance      Geod. Az  |
 JV4664|                                                           dddmmss.s |
 JV4664| CJ8125 EXPANSION RM 2                                     28202     |
 JV4664| JV2935 MARTINSBURG NORTH BASE RESET        APPROX.14.9 KM 3545705.0 |
 JV4664| CJ8124 EXPANSION RM 1                       29.443 METERS 35503     |
 JV4664|---------------------------------------------------------------------|
 JV4664
 JV4664                          SUPERSEDED SURVEY CONTROL
 JV4664
 JV4664  NAD 83(1995)-  39 16 44.74555(N)    077 58 59.04901(W) AD(       ) 1
 JV4664  NAD 83(1995)-  39 16 44.74514(N)    077 58 59.05301(W) AD(       ) 1
 JV4664  NAD 83(1986)-  39 16 44.74580(N)    077 58 59.05750(W) AD(       ) 1
 JV4664  NAD 27      -  39 16 44.38000(N)    077 59 00.06500(W) AD(       ) 1
 JV4664  NGVD 29 (07/19/86)  187.3    (m)          615.     (f) VERT ANG       
 JV4664
 JV4664.Superseded values are not recommended for survey control.
 JV4664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4664.See file dsdata.txt to determine how the superseded data were derived.
 JV4664
 JV4664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ4268551992(NAD 83)
 JV4664_MARKER: DS = TRIANGULATION STATION DISK
 JV4664_SETTING: 0 = UNSPECIFIED SETTING
 JV4664
 JV4664  HISTORY     - Date     Condition        Report By
 JV4664  HISTORY     - 1927     MONUMENTED       CGS
 JV4664  HISTORY     - 1960     GOOD             USE
 JV4664
 JV4664                          STATION DESCRIPTION
 JV4664
 JV4664'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 JV4664'THE STATION IS ABOUT 13 MILES S OF MARTINSBURG AND 7 MILES W OF
 JV4664'CHARLESTOWN, ON A LOW
 JV4664'RIDGE 2 MILES S OF MIDDLEWAY.
 JV4664'
 JV4664'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JV4664'DISKS SET IN
 JV4664'CONCRETE.  UNDERGROUND MARK IS SET 3 FEET BELOW SURFACE.
 JV4664'
 JV4664'STATION CAN BE REACHED BY MAIN ROAD S FROM MIDDLEWAY TO FARM
 JV4664'OF W.O.
 JV4664'MCCAUGHTRY.  AFTER ENTERING HIS GATE, FOLLOW OLD PRIVATE
 JV4664'ROAD TO TOP OF RIDGE.
 JV4664'STATION WILL BE ON S SIDE OF THIS ROAD AND
 JV4664'ABOUT 30 METERS S OF THE FENCE LINE N OF
 JV4664'THE NEW ROAD.
 JV4664'
 JV4664'HEIGHT OF SIGNAL ABOVE STATION MARK 10.785 METERS.
 JV4664
 JV4664                          STATION RECOVERY (1960)
 JV4664
 JV4664'RECOVERY NOTE BY US ENGINEERS 1960 (USE)
 JV4664'STATION AND R.M. 1 WERE FOUND IN EXCELLENT CONDITION.  R.M. 2 NOT
 JV4664'SEARCHED FOR.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2913 ***********************************************************************
 JV2913  DESIGNATION -  F 1
 JV2913  PID         -  JV2913
 JV2913  STATE/COUNTY-  WV/JEFFERSON
 JV2913  USGS QUAD   -  CHARLES TOWN (1988)
 JV2913
 JV2913                         *CURRENT SURVEY CONTROL
 JV2913  ___________________________________________________________________
 JV2913* NAD 83(1986)-  39 17 31.     (N)    077 51 27.     (W)     SCALED    
 JV2913* NAVD 88     -       157.348  (meters)     516.23   (feet)  ADJUSTED  
 JV2913  ___________________________________________________________________
 JV2913  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JV2913  DYNAMIC HT  -         157.254 (meters)     515.92  (feet)  COMP
 JV2913  MODELED GRAV-     980,026.2   (mgal)                       NAVD 88
 JV2913
 JV2913  VERT ORDER  -  FIRST     CLASS II
 JV2913
 JV2913.The horizontal coordinates were scaled from a topographic map and have
 JV2913.an estimated accuracy of +/- 6 seconds.
 JV2913
 JV2913.The orthometric height was determined by differential leveling
 JV2913.and adjusted by the National Geodetic Survey in June 1991..
 JV2913
 JV2913.The geoid height was determined by GEOID03.
 JV2913
 JV2913.The dynamic height is computed by dividing the NAVD 88
 JV2913.geopotential number by the normal gravity value computed on the
 JV2913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2913.degrees latitude (g = 980.6199 gals.).
 JV2913
 JV2913.The modeled gravity was interpolated from observed gravity values.
 JV2913
 JV2913;                    North         East    Units  Estimated Accuracy
 JV2913;SPC WV N     -    89,210.      741,680.      MT  (+/- 180 meters Scaled)
 JV2913
 JV2913                          SUPERSEDED SURVEY CONTROL
 JV2913
 JV2913  NGVD 29 (??/??/??)  157.520  (m)          516.80   (f) ADJUSTED    1 2
 JV2913
 JV2913.Superseded values are not recommended for survey control.
 JV2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2913.See file dsdata.txt to determine how the superseded data were derived.
 JV2913
 JV2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ535530(NAD 83)
 JV2913_MARKER: DB = BENCH MARK DISK
 JV2913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2913_STAMPING: F-1 1929 516.797
 JV2913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2913+STABILITY: SURFACE MOTION
 JV2913
 JV2913  HISTORY     - Date     Condition        Report By
 JV2913  HISTORY     - 1929     MONUMENTED       CGS
 JV2913  HISTORY     - 1942     GOOD             CGS
 JV2913  HISTORY     - 1955     MARK NOT FOUND   CGS
 JV2913  HISTORY     - 1974     MARK NOT FOUND   USGS
 JV2913  HISTORY     - 1983     MARK NOT FOUND   NGS
 JV2913
 JV2913                          STATION DESCRIPTION
 JV2913
 JV2913'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2913'AT CHARLES TOWN.
 JV2913'AT CHARLES TOWN, ALONG THE BALTIMORE AND OHIO RAILROAD, 9 RAILS
 JV2913'EAST OF THE STATION, 55 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JV2913'OF THE WHITMORE LUMBER CO. SHED, 17.5 FEET EAST OF THE SECOND
 JV2913'TELEGRAPH POLE EAST OF STATION, 12 FEET NORTH OF NORTH RAIL OF
 JV2913'TRACK, 1.5 FEET SOUTH OF A WHITE MARKER POST, ABOUT 1.5 FEET
 JV2913'ABOVE TRACK LEVEL, ABOUT 0.5 FOOT BELOW GROUND LEVEL.  A STANDARD
 JV2913'DISK SET IN TOP OF A CONCRETE POST.
 JV2913
 JV2913                          STATION RECOVERY (1955)
 JV2913
 JV2913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 JV2913'MARK NOT FOUND.
 JV2913
 JV2913                          STATION RECOVERY (1974)
 JV2913
 JV2913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JV2913'MARK NOT FOUND.
 JV2913
 JV2913                          STATION RECOVERY (1983)
 JV2913
 JV2913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2913'SEARCHED FOR NOT RECOVERED, PREVIOUSLY NOT RECOVERED BY USGS 1974, AND
 JV2913'CGS 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0077 ***********************************************************************
 HX0077  DESIGNATION -  F 10
 HX0077  PID         -  HX0077
 HX0077  STATE/COUNTY-  WV/LEWIS
 HX0077  USGS QUAD   -  PETERSON (1989)
 HX0077
 HX0077                         *CURRENT SURVEY CONTROL
 HX0077  ___________________________________________________________________
 HX0077* NAD 83(1986)-  38 58 44.     (N)    080 30 43.     (W)     SCALED    
 HX0077* NAVD 88     -       317.779  (meters)    1042.58   (feet)  ADJUSTED  
 HX0077  ___________________________________________________________________
 HX0077  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HX0077  DYNAMIC HT  -         317.573 (meters)    1041.90  (feet)  COMP
 HX0077  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 HX0077
 HX0077  VERT ORDER  -  SECOND    CLASS 0
 HX0077
 HX0077.The horizontal coordinates were scaled from a topographic map and have
 HX0077.an estimated accuracy of +/- 6 seconds.
 HX0077
 HX0077.The orthometric height was determined by differential leveling
 HX0077.and adjusted by the National Geodetic Survey in June 1991..
 HX0077
 HX0077.The geoid height was determined by GEOID03.
 HX0077
 HX0077.The dynamic height is computed by dividing the NAVD 88
 HX0077.geopotential number by the normal gravity value computed on the
 HX0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0077.degrees latitude (g = 980.6199 gals.).
 HX0077
 HX0077.The modeled gravity was interpolated from observed gravity values.
 HX0077
 HX0077;                    North         East    Units  Estimated Accuracy
 HX0077;SPC WV S     -   219,760.      642,290.      MT  (+/- 180 meters Scaled)
 HX0077
 HX0077                          SUPERSEDED SURVEY CONTROL
 HX0077
 HX0077  NGVD 29 (??/??/92)  317.944  (m)         1043.12   (f) ADJ UNCH    2 0
 HX0077
 HX0077.Superseded values are not recommended for survey control.
 HX0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0077.See file dsdata.txt to determine how the superseded data were derived.
 HX0077
 HX0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND422145(NAD 83)
 HX0077_MARKER: DB = BENCH MARK DISK
 HX0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0077_SP_SET: BRIDGE SEAT
 HX0077_STAMPING: F 10 1933
 HX0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0077
 HX0077  HISTORY     - Date     Condition        Report By
 HX0077  HISTORY     - 1933     MONUMENTED       CGS
 HX0077
 HX0077                          STATION DESCRIPTION
 HX0077
 HX0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX0077'4.6 MI N FROM ROANVILLE.
 HX0077'4.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX0077'STATION AT ROANVILLE (ROANOKE), 4.5 RAILS NORTH OF MILEPOST C
 HX0077'33, 4.5 RAILS SOUTH OF A DIRT-ROAD CROSSING, AT BRIDGE 32 B,
 HX0077'IN THE TOP OF THE NORTHWEST CORNER OF THE NORTH BRIDGE SEAT,
 HX0077'10 FEET WEST OF THE CENTERLINE OF THE TRACK AND 3 FEET LOWER
 HX0077'THAN THE TRACK.  A STANDARD DISK, STAMPED F 10 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1261 ***********************************************************************
 JX1261  DESIGNATION -  F 100
 JX1261  PID         -  JX1261
 JX1261  STATE/COUNTY-  WV/WOOD
 JX1261  USGS QUAD   -  LUBECK (1994)
 JX1261
 JX1261                         *CURRENT SURVEY CONTROL
 JX1261  ___________________________________________________________________
 JX1261* NAD 83(1986)-  39 13 11.     (N)    081 40 00.     (W)     SCALED    
 JX1261* NAVD 88     -       257.514  (meters)     844.86   (feet)  ADJUSTED  
 JX1261  ___________________________________________________________________
 JX1261  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1261  DYNAMIC HT  -         257.353 (meters)     844.33  (feet)  COMP
 JX1261  MODELED GRAV-     979,995.6   (mgal)                       NAVD 88
 JX1261
 JX1261  VERT ORDER  -  SECOND    CLASS 0
 JX1261
 JX1261.The horizontal coordinates were scaled from a topographic map and have
 JX1261.an estimated accuracy of +/- 6 seconds.
 JX1261
 JX1261.The orthometric height was determined by differential leveling
 JX1261.and adjusted by the National Geodetic Survey in June 1991..
 JX1261
 JX1261.The geoid height was determined by GEOID03.
 JX1261
 JX1261.The dynamic height is computed by dividing the NAVD 88
 JX1261.geopotential number by the normal gravity value computed on the
 JX1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1261.degrees latitude (g = 980.6199 gals.).
 JX1261
 JX1261.The modeled gravity was interpolated from observed gravity values.
 JX1261
 JX1261;                    North         East    Units  Estimated Accuracy
 JX1261;SPC WV N     -    82,160.      412,920.      MT  (+/- 180 meters Scaled)
 JX1261
 JX1261                          SUPERSEDED SURVEY CONTROL
 JX1261
 JX1261  NGVD 29 (??/??/92)  257.706  (m)          845.49   (f) ADJ UNCH    2 0
 JX1261
 JX1261.Superseded values are not recommended for survey control.
 JX1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1261.See file dsdata.txt to determine how the superseded data were derived.
 JX1261
 JX1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD424413(NAD 83)
 JX1261_MARKER: DB = BENCH MARK DISK
 JX1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1261_STAMPING: F 100 1956
 JX1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1261+STABILITY: SURFACE MOTION
 JX1261
 JX1261  HISTORY     - Date     Condition        Report By
 JX1261  HISTORY     - 1956     MONUMENTED       CGS
 JX1261  HISTORY     - 1963     GOOD             NGS
 JX1261  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1261  HISTORY     - 1984     MARK NOT FOUND   NGS
 JX1261
 JX1261                          STATION DESCRIPTION
 JX1261
 JX1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1261'3 MI NE FROM NEW ENGLAND.
 JX1261'2.95 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE BAPTIST CHURCH
 JX1261'AT NEW ENGLAND, ABOUT 0.7 MILE NORTHWEST OF FAIR VIEW METHODIST
 JX1261'CHURCH, ABOUT 1.0 MILE EAST OF JUNCTION OF A BLACK TOP ROAD
 JX1261'LEADING NORTH, 18 FEET NORTHEAST OF CENTER LINE OF ROAD, 121
 JX1261'FEET SOUTHEAST AND ACROSS A DRIVE FROM A POWER POLE, 11 FEET
 JX1261'SOUTHEAST OF CENTER LINE OF DRIVE TO A LOW FRAME HOUSE, 142 FEET
 JX1261'SOUTH OF SOUTH CORNER OF HOUSE, 2 FEET SOUTH OF A FENCE CORNER,
 JX1261'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET
 JX1261'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX1261'PROJECTING 2 INCHES.
 JX1261
 JX1261                          STATION RECOVERY (1963)
 JX1261
 JX1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1261'RECOVERED IN GOOD CONDITION.
 JX1261
 JX1261                          STATION RECOVERY (1976)
 JX1261
 JX1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1261'MARK NOT FOUND.
 JX1261
 JX1261                          STATION RECOVERY (1984)
 JX1261
 JX1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1272 ***********************************************************************
 JX1272  DESIGNATION -  F 101
 JX1272  PID         -  JX1272
 JX1272  STATE/COUNTY-  WV/JACKSON
 JX1272  USGS QUAD   -  POND CREEK (1994)
 JX1272
 JX1272                         *CURRENT SURVEY CONTROL
 JX1272  ___________________________________________________________________
 JX1272* NAD 83(1986)-  39 04 49.     (N)    081 44 48.     (W)     SCALED    
 JX1272* NAVD 88     -       278.720  (meters)     914.43   (feet)  ADJUSTED  
 JX1272  ___________________________________________________________________
 JX1272  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1272  DYNAMIC HT  -         278.544 (meters)     913.86  (feet)  COMP
 JX1272  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 JX1272
 JX1272  VERT ORDER  -  SECOND    CLASS 0
 JX1272
 JX1272.The horizontal coordinates were scaled from a topographic map and have
 JX1272.an estimated accuracy of +/- 6 seconds.
 JX1272
 JX1272.The orthometric height was determined by differential leveling
 JX1272.and adjusted by the National Geodetic Survey in June 1991..
 JX1272
 JX1272.The geoid height was determined by GEOID03.
 JX1272
 JX1272.The dynamic height is computed by dividing the NAVD 88
 JX1272.geopotential number by the normal gravity value computed on the
 JX1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1272.degrees latitude (g = 980.6199 gals.).
 JX1272
 JX1272.The modeled gravity was interpolated from observed gravity values.
 JX1272
 JX1272;                    North         East    Units  Estimated Accuracy
 JX1272;SPC WV S     -   231,160.      535,390.      MT  (+/- 180 meters Scaled)
 JX1272
 JX1272                          SUPERSEDED SURVEY CONTROL
 JX1272
 JX1272  NGVD 29 (??/??/92)  278.895  (m)          915.01   (f) ADJ UNCH    2 0
 JX1272
 JX1272.Superseded values are not recommended for survey control.
 JX1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1272.See file dsdata.txt to determine how the superseded data were derived.
 JX1272
 JX1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD354259(NAD 83)
 JX1272_MARKER: DB = BENCH MARK DISK
 JX1272_SETTING: 66 = SET IN ROCK OUTCROP
 JX1272_SP_SET: ROCK LEDGE
 JX1272_STAMPING: F 101 1956
 JX1272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1272+STABILITY: POSITION/ELEVATION WELL
 JX1272
 JX1272  HISTORY     - Date     Condition        Report By
 JX1272  HISTORY     - 1956     MONUMENTED       CGS
 JX1272
 JX1272                          STATION DESCRIPTION
 JX1272
 JX1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1272'3.6 MI SE FROM BELLEVILLE.
 JX1272'2.9 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE BALTIMORE AND
 JX1272'OHIO RAILROAD STATION AT BELLEVILLE TO A POINT 0.7 MILE SOUTH OF
 JX1272'BRIDGE OVER POND CREEK, THENCE ABOUT 0.65 MILE SOUTHEAST ALONG
 JX1272'A DIRT ROAD, ABOUT 0.15 MILE SOUTH OF AN ABANDONED FARM HOUSE,
 JX1272'ABOUT 0.15 MILE NORTHWEST OF JUNCTION OF A ROAD LEADING NORTHEAST
 JX1272'AND SOUTH, SET VERTICALLY IN THE FACE OF AN OUTCROPPING SANDSTONE
 JX1272'LEDGE ABOUT 54 FEET BY 8 FEET HIGH, 23 FEET EAST-SOUTHEAST OF
 JX1272'CENTER LINE OF ROAD, 11 FEET NORTHEAST OF SOUTHWEST END OF LEDGE
 JX1272'AND ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1291 ***********************************************************************
 JX1291  DESIGNATION -  F 102
 JX1291  PID         -  JX1291
 JX1291  STATE/COUNTY-  WV/WOOD
 JX1291  USGS QUAD   -  POND CREEK (1994)
 JX1291
 JX1291                         *CURRENT SURVEY CONTROL
 JX1291  ___________________________________________________________________
 JX1291* NAD 83(1986)-  39 03 38.     (N)    081 38 48.     (W)     SCALED    
 JX1291* NAVD 88     -       191.692  (meters)     628.91   (feet)  ADJUSTED  
 JX1291  ___________________________________________________________________
 JX1291  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JX1291  DYNAMIC HT  -         191.570 (meters)     628.51  (feet)  COMP
 JX1291  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 JX1291
 JX1291  VERT ORDER  -  SECOND    CLASS 0
 JX1291
 JX1291.The horizontal coordinates were scaled from a topographic map and have
 JX1291.an estimated accuracy of +/- 6 seconds.
 JX1291
 JX1291.The orthometric height was determined by differential leveling
 JX1291.and adjusted by the National Geodetic Survey in June 1991..
 JX1291
 JX1291.The geoid height was determined by GEOID03.
 JX1291
 JX1291.The dynamic height is computed by dividing the NAVD 88
 JX1291.geopotential number by the normal gravity value computed on the
 JX1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1291.degrees latitude (g = 980.6199 gals.).
 JX1291
 JX1291.The modeled gravity was interpolated from observed gravity values.
 JX1291
 JX1291;                    North         East    Units  Estimated Accuracy
 JX1291;SPC WV N     -    64,450.      414,220.      MT  (+/- 180 meters Scaled)
 JX1291
 JX1291                          SUPERSEDED SURVEY CONTROL
 JX1291
 JX1291  NGVD 29 (??/??/92)  191.857  (m)          629.45   (f) ADJ UNCH    2 0
 JX1291
 JX1291.Superseded values are not recommended for survey control.
 JX1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1291.See file dsdata.txt to determine how the superseded data were derived.
 JX1291
 JX1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD440236(NAD 83)
 JX1291_MARKER: DB = BENCH MARK DISK
 JX1291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1291_SP_SET: BRIDGE
 JX1291_STAMPING: F 102 1956
 JX1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1291
 JX1291  HISTORY     - Date     Condition        Report By
 JX1291  HISTORY     - 1956     MONUMENTED       CGS
 JX1291
 JX1291                          STATION DESCRIPTION
 JX1291
 JX1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1291'7 MI SW FROM ROCKPORT.
 JX1291'0.15 MILE SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1291'ROCKPORT, THENCE ABOUT 6.65 MILES SOUTHWEST AND WEST ALONG A
 JX1291'GRAVEL ROAD LEADING TO BELLEVILLE, THENCE ABOUT 0.2 MILE
 JX1291'SOUTHEAST ALONG A NARROW GRAVEL ROAD, IN THE TOP OF THE NORTHEAST
 JX1291'END OF BRIDGE SEAT OF SOUTHEAST STONE ABUTMENT OF A WOODEN
 JX1291'DECK BRIDGE OVER POND CREEK, 8 1/2 FEET NORTHEAST OF CENTER
 JX1291'LINE OF ROAD AND ABOUT 2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1284 ***********************************************************************
 JX1284  DESIGNATION -  F 103
 JX1284  PID         -  JX1284
 JX1284  STATE/COUNTY-  WV/JACKSON
 JX1284  USGS QUAD   -  POND CREEK (1994)
 JX1284
 JX1284                         *CURRENT SURVEY CONTROL
 JX1284  ___________________________________________________________________
 JX1284* NAD 83(1986)-  39 00 59.     (N)    081 39 55.     (W)     SCALED    
 JX1284* NAVD 88     -       311.767  (meters)    1022.86   (feet)  ADJUSTED  
 JX1284  ___________________________________________________________________
 JX1284  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX1284  DYNAMIC HT  -         311.569 (meters)    1022.21  (feet)  COMP
 JX1284  MODELED GRAV-     979,985.0   (mgal)                       NAVD 88
 JX1284
 JX1284  VERT ORDER  -  SECOND    CLASS 0
 JX1284
 JX1284.The horizontal coordinates were scaled from a topographic map and have
 JX1284.an estimated accuracy of +/- 6 seconds.
 JX1284
 JX1284.The orthometric height was determined by differential leveling
 JX1284.and adjusted by the National Geodetic Survey in June 1991..
 JX1284
 JX1284.The geoid height was determined by GEOID03.
 JX1284
 JX1284.The dynamic height is computed by dividing the NAVD 88
 JX1284.geopotential number by the normal gravity value computed on the
 JX1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1284.degrees latitude (g = 980.6199 gals.).
 JX1284
 JX1284.The modeled gravity was interpolated from observed gravity values.
 JX1284
 JX1284;                    North         East    Units  Estimated Accuracy
 JX1284;SPC WV S     -   224,020.      542,380.      MT  (+/- 180 meters Scaled)
 JX1284
 JX1284                          SUPERSEDED SURVEY CONTROL
 JX1284
 JX1284  NGVD 29 (??/??/92)  311.936  (m)         1023.41   (f) ADJ UNCH    2 0
 JX1284
 JX1284.Superseded values are not recommended for survey control.
 JX1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1284.See file dsdata.txt to determine how the superseded data were derived.
 JX1284
 JX1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD424188(NAD 83)
 JX1284_MARKER: DB = BENCH MARK DISK
 JX1284_SETTING: 66 = SET IN ROCK OUTCROP
 JX1284_SP_SET: ROCK OUTCROP
 JX1284_STAMPING: F 103 1956
 JX1284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1284+STABILITY: POSITION/ELEVATION WELL
 JX1284
 JX1284  HISTORY     - Date     Condition        Report By
 JX1284  HISTORY     - 1956     MONUMENTED       CGS
 JX1284
 JX1284                          STATION DESCRIPTION
 JX1284
 JX1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1284'1.8 MI N FROM CUBA.
 JX1284'1.25 MILES NORTH ALONG A NARROW GRAVEL ROAD FROM JUNCTON OF
 JX1284'SHERMAN-MEDINA ROAD AND SCHOOL AT CUBA, THENCE ABOUT 0.6 MILE
 JX1284'NORTH ALONG A DIRT ROAD, AT THE JUNCTION OF A NORTHEAST-SOUTHWEST
 JX1284'DIRT ROAD, SET IN THE TOP OF A FLAT ROCK OUTCROP WHICH EXTENDS
 JX1284'IN SOUTHEAST SIDE OF NORTHEAST-SOUTHWEST ROAD, 9 FEET SOUTHEAST
 JX1284'OF CENTER LINE OF NORTHEAST-SOUTHWEST ROAD, 21 FEET SOUTHWEST OF
 JX1284'CENTER LINE OF JUNCTION OF ROAD SOUTHEAST, 81 1/2 FEET
 JX1284'NORTH-NORTHEAST OF NORTHWEST CORNER OF A 2-STORY FRAME HOUSE OWNED
 JX1284'BY PAUL FLYNN, 3 1/2 FEET SOUTHEAST OF NORTHWEST EDGE OF LEDGE,
 JX1284'8 1/2 FEET NORTHEAST OF SOUTHWEST END OF LEDGE AND ABOUT 3/4
 JX1284'FEET ABOVE LEVEL OF ROAD SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2335 ***********************************************************************
 HX2335  DESIGNATION -  F 104
 HX2335  PID         -  HX2335
 HX2335  STATE/COUNTY-  WV/MASON
 HX2335  USGS QUAD   -  NEW HAVEN (1994)
 HX2335
 HX2335                         *CURRENT SURVEY CONTROL
 HX2335  ___________________________________________________________________
 HX2335* NAD 83(1986)-  38 55 29.     (N)    081 58 43.     (W)     SCALED    
 HX2335* NAVD 88     -       214.477  (meters)     703.66   (feet)  ADJUSTED  
 HX2335  ___________________________________________________________________
 HX2335  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HX2335  DYNAMIC HT  -         214.342 (meters)     703.22  (feet)  COMP
 HX2335  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 HX2335
 HX2335  VERT ORDER  -  SECOND    CLASS 0
 HX2335
 HX2335.The horizontal coordinates were scaled from a topographic map and have
 HX2335.an estimated accuracy of +/- 6 seconds.
 HX2335
 HX2335.The orthometric height was determined by differential leveling
 HX2335.and adjusted by the National Geodetic Survey in June 1991..
 HX2335
 HX2335.The geoid height was determined by GEOID03.
 HX2335
 HX2335.The dynamic height is computed by dividing the NAVD 88
 HX2335.geopotential number by the normal gravity value computed on the
 HX2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2335.degrees latitude (g = 980.6199 gals.).
 HX2335
 HX2335.The modeled gravity was interpolated from observed gravity values.
 HX2335
 HX2335;                    North         East    Units  Estimated Accuracy
 HX2335;SPC WV S     -   214,080.      515,140.      MT  (+/- 180 meters Scaled)
 HX2335
 HX2335                          SUPERSEDED SURVEY CONTROL
 HX2335
 HX2335  NGVD 29 (??/??/92)  214.674  (m)          704.31   (f) ADJ UNCH    2 0
 HX2335
 HX2335.Superseded values are not recommended for survey control.
 HX2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2335.See file dsdata.txt to determine how the superseded data were derived.
 HX2335
 HX2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD151088(NAD 83)
 HX2335_MARKER: DB = BENCH MARK DISK
 HX2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2335_STAMPING: F 104 1956
 HX2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2335+STABILITY: SURFACE MOTION
 HX2335
 HX2335  HISTORY     - Date     Condition        Report By
 HX2335  HISTORY     - 1956     MONUMENTED       CGS
 HX2335  HISTORY     - 1976     GOOD             NGS
 HX2335  HISTORY     - 1984     GOOD             NGS
 HX2335
 HX2335                          STATION DESCRIPTION
 HX2335
 HX2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2335'6.8 MI NW FROM LETART.
 HX2335'ABOUT 2.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2335'THE STATION AT LETART, THENCE ABOUT 4.0 MILES WEST ALONG A GRAVEL
 HX2335'ROAD, THENCE ABOUT 0.15 MILE WEST ALONG A DIRT ROAD, ABOUT
 HX2335'0.6 MILE NORTHEAST OF WHITES CHURCH AND CEMETERY, 19 FEET SOUTH
 HX2335'OF CENTER LINE OF ROAD, 30 FEET SOUTHEAST OF CENTER OF JUNCTION OF
 HX2335'ROAD AND A PRIVATE ROAD SOUTH, 21 FEET EAST OF CENTER LINE OF
 HX2335'PRIVATE ROAD SOUTH, 54 FEET NORTH-NORTHEAST OF POWER POLE NO.
 HX2335'661D1-3705 WITH A TRANSFORMER, 13 FEET NORTH-NORTHEAST OF A TELEPHONE
 HX2335'POLE, 9 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE,
 HX2335'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE
 HX2335'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX2335'4 INCHES.
 HX2335
 HX2335                          STATION RECOVERY (1976)
 HX2335
 HX2335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2335'RECOVERED IN GOOD CONDITION.
 HX2335
 HX2335                          STATION RECOVERY (1984)
 HX2335
 HX2335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2389 ***********************************************************************
 HX2389  DESIGNATION -  F 105
 HX2389  PID         -  HX2389
 HX2389  STATE/COUNTY-  WV/JACKSON
 HX2389  USGS QUAD   -  SISSONVILLE (1958)
 HX2389
 HX2389                         *CURRENT SURVEY CONTROL
 HX2389  ___________________________________________________________________
 HX2389* NAD 83(1986)-  38 37 17.     (N)    081 39 54.     (W)     SCALED    
 HX2389* NAVD 88     -       203.266  (meters)     666.88   (feet)  ADJUSTED  
 HX2389  ___________________________________________________________________
 HX2389  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HX2389  DYNAMIC HT  -         203.128 (meters)     666.43  (feet)  COMP
 HX2389  MODELED GRAV-     979,946.5   (mgal)                       NAVD 88
 HX2389
 HX2389  VERT ORDER  -  SECOND    CLASS 0
 HX2389
 HX2389.The horizontal coordinates were scaled from a topographic map and have
 HX2389.an estimated accuracy of +/- 6 seconds.
 HX2389
 HX2389.The orthometric height was determined by differential leveling
 HX2389.and adjusted by the National Geodetic Survey in June 1991..
 HX2389
 HX2389.The geoid height was determined by GEOID03.
 HX2389
 HX2389.The dynamic height is computed by dividing the NAVD 88
 HX2389.geopotential number by the normal gravity value computed on the
 HX2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2389.degrees latitude (g = 980.6199 gals.).
 HX2389
 HX2389.The modeled gravity was interpolated from observed gravity values.
 HX2389
 HX2389;                    North         East    Units  Estimated Accuracy
 HX2389;SPC WV S     -   180,170.      542,090.      MT  (+/- 180 meters Scaled)
 HX2389
 HX2389                          SUPERSEDED SURVEY CONTROL
 HX2389
 HX2389  NGVD 29 (??/??/92)  203.449  (m)          667.48   (f) ADJ UNCH    2 0
 HX2389
 HX2389.Superseded values are not recommended for survey control.
 HX2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2389.See file dsdata.txt to determine how the superseded data were derived.
 HX2389
 HX2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC421749(NAD 83)
 HX2389_MARKER: DB = BENCH MARK DISK
 HX2389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2389_SP_SET: BRIDGE
 HX2389_STAMPING: F 105 1956
 HX2389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2389
 HX2389  HISTORY     - Date     Condition        Report By
 HX2389  HISTORY     - 1956     MONUMENTED       CGS
 HX2389
 HX2389                          STATION DESCRIPTION
 HX2389
 HX2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2389'4.6 MI S FROM KENNA.
 HX2389'ABOUT 4.65 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION
 HX2389'OF ROAD EAST TO KENTUCK AT KENNA, ABOUT 0.4 MILE SOUTH OF WATTS
 HX2389'CHAPEL METHODIST CHURCH, IN THE TOP OF THE NORTHWEST END OF
 HX2389'SOUTHWEST CONCRETE HEAD WALL OF A 20-FOOT CONCRETE AND STONE
 HX2389'BRIDGE OVER A CREEK BRANCH, 20 FEET SOUTHWEST OF CENTER LINE OF
 HX2389'HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2503 ***********************************************************************
 HX2503  DESIGNATION -  F 106
 HX2503  PID         -  HX2503
 HX2503  STATE/COUNTY-  WV/JACKSON
 HX2503  USGS QUAD   -  KENNA (1975)
 HX2503
 HX2503                         *CURRENT SURVEY CONTROL
 HX2503  ___________________________________________________________________
 HX2503* NAD 83(1986)-  38 44 30.     (N)    081 38 20.     (W)     SCALED    
 HX2503* NAVD 88     -       292.712  (meters)     960.34   (feet)  ADJUSTED  
 HX2503  ___________________________________________________________________
 HX2503  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HX2503  DYNAMIC HT  -         292.519 (meters)     959.71  (feet)  COMP
 HX2503  MODELED GRAV-     979,960.8   (mgal)                       NAVD 88
 HX2503
 HX2503  VERT ORDER  -  SECOND    CLASS 0
 HX2503
 HX2503.The horizontal coordinates were scaled from a topographic map and have
 HX2503.an estimated accuracy of +/- 6 seconds.
 HX2503
 HX2503.The orthometric height was determined by differential leveling
 HX2503.and adjusted by the National Geodetic Survey in June 1991..
 HX2503
 HX2503.The geoid height was determined by GEOID03.
 HX2503
 HX2503.The dynamic height is computed by dividing the NAVD 88
 HX2503.geopotential number by the normal gravity value computed on the
 HX2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2503.degrees latitude (g = 980.6199 gals.).
 HX2503
 HX2503.The modeled gravity was interpolated from observed gravity values.
 HX2503
 HX2503;                    North         East    Units  Estimated Accuracy
 HX2503;SPC WV S     -   193,500.      544,460.      MT  (+/- 180 meters Scaled)
 HX2503
 HX2503                          SUPERSEDED SURVEY CONTROL
 HX2503
 HX2503  NGVD 29 (??/??/92)  292.889  (m)          960.92   (f) ADJ UNCH    2 0
 HX2503
 HX2503.Superseded values are not recommended for survey control.
 HX2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2503.See file dsdata.txt to determine how the superseded data were derived.
 HX2503
 HX2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC444883(NAD 83)
 HX2503_MARKER: DB = BENCH MARK DISK
 HX2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2503_STAMPING: F 106 1956
 HX2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2503+STABILITY: SURFACE MOTION
 HX2503
 HX2503  HISTORY     - Date     Condition        Report By
 HX2503  HISTORY     - 1956     MONUMENTED       CGS
 HX2503
 HX2503                          STATION DESCRIPTION
 HX2503
 HX2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2503'1 MI W FROM STATTS MILLS.
 HX2503'ABOUT 1.05 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX2503'AT STATTS MILLS, ABOUT 18 YARDS EAST OF BOTTOM OF GRADES, 17
 HX2503'FEET NORTH OF CENTER LINE OF ROAD, 42 FEET EAST OF CENTER OF A
 HX2503'GATE ACROSS A PASTURE ROAD LEADING NORTHEAST AND DOWNHILL, 1
 HX2503'FOOT SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN
 HX2503'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 HX2503'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2458 ***********************************************************************
 HX2458  DESIGNATION -  F 107
 HX2458  PID         -  HX2458
 HX2458  STATE/COUNTY-  WV/JACKSON
 HX2458  USGS QUAD   -  RIPLEY (1975)
 HX2458
 HX2458                         *CURRENT SURVEY CONTROL
 HX2458  ___________________________________________________________________
 HX2458* NAD 83(1986)-  38 48 04.     (N)    081 44 22.     (W)     SCALED    
 HX2458* NAVD 88     -       273.778  (meters)     898.22   (feet)  ADJUSTED  
 HX2458  ___________________________________________________________________
 HX2458  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HX2458  DYNAMIC HT  -         273.599 (meters)     897.63  (feet)  COMP
 HX2458  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 HX2458
 HX2458  VERT ORDER  -  SECOND    CLASS 0
 HX2458
 HX2458.The horizontal coordinates were scaled from a topographic map and have
 HX2458.an estimated accuracy of +/- 6 seconds.
 HX2458
 HX2458.The orthometric height was determined by differential leveling
 HX2458.and adjusted by the National Geodetic Survey in June 1991..
 HX2458
 HX2458.The geoid height was determined by GEOID03.
 HX2458
 HX2458.The dynamic height is computed by dividing the NAVD 88
 HX2458.geopotential number by the normal gravity value computed on the
 HX2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2458.degrees latitude (g = 980.6199 gals.).
 HX2458
 HX2458.The modeled gravity was interpolated from observed gravity values.
 HX2458
 HX2458;                    North         East    Units  Estimated Accuracy
 HX2458;SPC WV S     -   200,170.      535,770.      MT  (+/- 180 meters Scaled)
 HX2458
 HX2458                          SUPERSEDED SURVEY CONTROL
 HX2458
 HX2458  NGVD 29 (??/??/92)  273.958  (m)          898.81   (f) ADJ UNCH    2 0
 HX2458
 HX2458.Superseded values are not recommended for survey control.
 HX2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2458.See file dsdata.txt to determine how the superseded data were derived.
 HX2458
 HX2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC357949(NAD 83)
 HX2458_MARKER: DB = BENCH MARK DISK
 HX2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2458_STAMPING: F 107 1956
 HX2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2458+STABILITY: SURFACE MOTION
 HX2458
 HX2458  HISTORY     - Date     Condition        Report By
 HX2458  HISTORY     - 1956     MONUMENTED       CGS
 HX2458
 HX2458                          STATION DESCRIPTION
 HX2458
 HX2458'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2458'2.8 MI SW FROM RIPLEY.
 HX2458'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HX2458'RIPLEY, THENCE ABOUT 2.35 MILES SOUTH AND SOUTHWEST ALONG A
 HX2458'NARROW GRAVEL ROAD ABOUT 1.65 MILES NORTHEAST OF JUNCTION OF THE
 HX2458'GIVEN-EVANS GRAVEL ROAD AND BRIDGE OVER GRASS RUN, ABOUT 20
 HX2458'YARDS NORTH OF THE TOP OF A GRADE, NEAR THE NORTH CORNER OF A
 HX2458'SMALL HAY FIELD, 14 FEET EAST OF CENTER LINE OF ROAD, 4 FEET NORTH
 HX2458'OF POWER POLE NO. 48-7727 811 B 2, ABOUT 1 1/2 FEET ABOVE LEVEL
 HX2458'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2353 ***********************************************************************
 HX2353  DESIGNATION -  F 108
 HX2353  PID         -  HX2353
 HX2353  STATE/COUNTY-  WV/JACKSON
 HX2353  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2353
 HX2353                         *CURRENT SURVEY CONTROL
 HX2353  ___________________________________________________________________
 HX2353* NAD 83(1986)-  38 52 21.     (N)    081 49 30.     (W)     SCALED    
 HX2353* NAVD 88     -       182.249  (meters)     597.93   (feet)  ADJUSTED  
 HX2353  ___________________________________________________________________
 HX2353  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HX2353  DYNAMIC HT  -         182.130 (meters)     597.54  (feet)  COMP
 HX2353  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 HX2353
 HX2353  VERT ORDER  -  SECOND    CLASS 0
 HX2353
 HX2353.The horizontal coordinates were scaled from a topographic map and have
 HX2353.an estimated accuracy of +/- 6 seconds.
 HX2353
 HX2353.The orthometric height was determined by differential leveling
 HX2353.and adjusted by the National Geodetic Survey in June 1991..
 HX2353
 HX2353.The geoid height was determined by GEOID03.
 HX2353
 HX2353.The dynamic height is computed by dividing the NAVD 88
 HX2353.geopotential number by the normal gravity value computed on the
 HX2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2353.degrees latitude (g = 980.6199 gals.).
 HX2353
 HX2353.The modeled gravity was interpolated from observed gravity values.
 HX2353
 HX2353;                    North         East    Units  Estimated Accuracy
 HX2353;SPC WV S     -   208,150.      528,410.      MT  (+/- 180 meters Scaled)
 HX2353
 HX2353                          SUPERSEDED SURVEY CONTROL
 HX2353
 HX2353  NGVD 29 (??/??/92)  182.425  (m)          598.51   (f) ADJ UNCH    2 0
 HX2353
 HX2353.Superseded values are not recommended for survey control.
 HX2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2353.See file dsdata.txt to determine how the superseded data were derived.
 HX2353
 HX2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD284029(NAD 83)
 HX2353_MARKER: DB = BENCH MARK DISK
 HX2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2353_STAMPING: F 108 1956
 HX2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2353+STABILITY: SURFACE MOTION
 HX2353
 HX2353  HISTORY     - Date     Condition        Report By
 HX2353  HISTORY     - 1956     MONUMENTED       CGS
 HX2353
 HX2353                          STATION DESCRIPTION
 HX2353
 HX2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2353'0.6 MI NW FROM COTTAGEVILLE.
 HX2353'ABOUT 0.6 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HX2353'U.S. HIGHWAY 33 AND EAST END OF CONCRETE HIGHWAY BRIDGE OVER MILL
 HX2353'CREEK AT COTTAGEVILLE, ON THE NORTH SLOPE OF A GRADE AND ABOUT
 HX2353'MIDWAY BETWEEN TOP AND BOTTOM OF GRADE, 15 FEET NORTHWEST OF
 HX2353'CENTER LINE OF ROAD, 1 FOOT SOUTHEAST OF A FENCE LINE, 76 FEET
 HX2353'SOUTH OF SOUTHWEST CORNER OF A SMALL METAL BUILDING ENCLOSING
 HX2353'PIPE LINE VALVES, 55 FEET NORTH-NORTHEAST OF A TELEPHONE POLE,
 HX2353'17 FEET NORTHEAST OF A SMALL WOODEN GATE IN FENCE LINE, 2 FEET
 HX2353'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD
 HX2353'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0788 ***********************************************************************
 HY0788  DESIGNATION -  F 109
 HY0788  PID         -  HY0788
 HY0788  STATE/COUNTY-  WV/WAYNE
 HY0788  USGS QUAD   -  CATLETTSBURG (1985)
 HY0788
 HY0788                         *CURRENT SURVEY CONTROL
 HY0788  ___________________________________________________________________
 HY0788* NAD 83(1986)-  38 24 00.     (N)    082 30 50.     (W)     SCALED    
 HY0788* NAVD 88     -       165.774  (meters)     543.88   (feet)  ADJUSTED  
 HY0788  ___________________________________________________________________
 HY0788  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HY0788  DYNAMIC HT  -         165.662 (meters)     543.51  (feet)  COMP
 HY0788  MODELED GRAV-     979,950.7   (mgal)                       NAVD 88
 HY0788
 HY0788  VERT ORDER  -  FIRST     CLASS II
 HY0788
 HY0788.The horizontal coordinates were scaled from a topographic map and have
 HY0788.an estimated accuracy of +/- 6 seconds.
 HY0788
 HY0788.The orthometric height was determined by differential leveling
 HY0788.and adjusted by the National Geodetic Survey in June 1991..
 HY0788.WARNING-Repeat measurements at this control monument indicate possible
 HY0788.vertical movement.
 HY0788
 HY0788.The geoid height was determined by GEOID03.
 HY0788
 HY0788.The dynamic height is computed by dividing the NAVD 88
 HY0788.geopotential number by the normal gravity value computed on the
 HY0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0788.degrees latitude (g = 980.6199 gals.).
 HY0788
 HY0788.The modeled gravity was interpolated from observed gravity values.
 HY0788
 HY0788;                    North         East    Units  Estimated Accuracy
 HY0788;SPC WV S     -   156,470.      467,770.      MT  (+/- 180 meters Scaled)
 HY0788
 HY0788                          SUPERSEDED SURVEY CONTROL
 HY0788
 HY0788  NGVD 29 (??/??/92)  165.948  (m)          544.45   (f) ADJ UNCH    1 2
 HY0788
 HY0788.Superseded values are not recommended for survey control.
 HY0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0788.See file dsdata.txt to determine how the superseded data were derived.
 HY0788
 HY0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC678512(NAD 83)
 HY0788_MARKER: DB = BENCH MARK DISK
 HY0788_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY0788_STAMPING: F 109 1956
 HY0788_MARK LOGO: CGS   
 HY0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0788+STABILITY: SURFACE MOTION
 HY0788
 HY0788  HISTORY     - Date     Condition        Report By
 HY0788  HISTORY     - 1956     MONUMENTED       CGS
 HY0788  HISTORY     - 1984     GOOD             NGS
 HY0788
 HY0788                          STATION DESCRIPTION
 HY0788
 HY0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0788'AT HUNTINGTON.
 HY0788'AT HUNTINGTON, IN THE WEST PART OF TOWN, ABOUT 0.7 MILE EAST
 HY0788'ALONG U.S. HIGHWAY 60 FROM CROSSING OF FLOOD WALL AND WEST CITY
 HY0788'LIMITS OF HUNTINGTON, 36 1/2 FEET NORTH OF NORTH RAIL OF THE
 HY0788'BALTIMORE AND OHIO RAILROAD, 12 1/2 FEET SOUTH OF SOUTH EDGE
 HY0788'OF 4-LANE U.S. HIGHWAY 60, 56 YARDS EAST OF MANSFIELD STREET,
 HY0788'IN THE TOP OF WEST END OF SOUTH HEAD WALL OF A 15-FOOT CONCRETE
 HY0788'CULVERT WITH PARTITION UNDER HIGHWAY AND ABOUT 1 FOOT BELOW
 HY0788'LEVEL OF HIGHWAY.
 HY0788
 HY0788                          STATION RECOVERY (1984)
 HY0788
 HY0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1514 ***********************************************************************
 HX1514  DESIGNATION -  F 11
 HX1514  PID         -  HX1514
 HX1514  STATE/COUNTY-  WV/BRAXTON
 HX1514  USGS QUAD   -  GASSAWAY (1976)
 HX1514
 HX1514                         *CURRENT SURVEY CONTROL
 HX1514  ___________________________________________________________________
 HX1514* NAD 83(1986)-  38 40 16.     (N)    080 46 34.     (W)     SCALED    
 HX1514* NAVD 88     -       256.158  (meters)     840.41   (feet)  ADJUSTED  
 HX1514  ___________________________________________________________________
 HX1514  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HX1514  DYNAMIC HT  -         255.986 (meters)     839.85  (feet)  COMP
 HX1514  MODELED GRAV-     979,947.2   (mgal)                       NAVD 88
 HX1514
 HX1514  VERT ORDER  -  SECOND    CLASS 0
 HX1514
 HX1514.The horizontal coordinates were scaled from a topographic map and have
 HX1514.an estimated accuracy of +/- 6 seconds.
 HX1514
 HX1514.The orthometric height was determined by differential leveling
 HX1514.and adjusted by the National Geodetic Survey in June 1991..
 HX1514
 HX1514.The geoid height was determined by GEOID03.
 HX1514
 HX1514.The dynamic height is computed by dividing the NAVD 88
 HX1514.geopotential number by the normal gravity value computed on the
 HX1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1514.degrees latitude (g = 980.6199 gals.).
 HX1514
 HX1514.The modeled gravity was interpolated from observed gravity values.
 HX1514
 HX1514;                    North         East    Units  Estimated Accuracy
 HX1514;SPC WV S     -   185,500.      619,480.      MT  (+/- 180 meters Scaled)
 HX1514
 HX1514                          SUPERSEDED SURVEY CONTROL
 HX1514
 HX1514  NGVD 29 (??/??/92)  256.342  (m)          841.02   (f) ADJ UNCH    2 0
 HX1514
 HX1514.Superseded values are not recommended for survey control.
 HX1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1514.See file dsdata.txt to determine how the superseded data were derived.
 HX1514
 HX1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC194803(NAD 83)
 HX1514_MARKER: DB = BENCH MARK DISK
 HX1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1514_SP_SET: BUILDING
 HX1514_STAMPING: F 11 1933
 HX1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1514
 HX1514  HISTORY     - Date     Condition        Report By
 HX1514  HISTORY     - 1933     MONUMENTED       CGS
 HX1514  HISTORY     - 1948     GOOD             NGS
 HX1514
 HX1514                          STATION DESCRIPTION
 HX1514
 HX1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HX1514'AT GASSAWAY.
 HX1514'AT GASSAWAY, BRAXTON COUNTY, AT THE BALTIMORE AND OHIO RAILROAD
 HX1514'STATION, IN THE WEST FACE OF THE STATION, 30 FEET SOUTH OF THE
 HX1514'NORTHWEST CORNER, 15 YARDS EAST OF THE EAST RAIL OF THE MAIN
 HX1514'TRACK, AND 4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HX1514'F 11 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2327 ***********************************************************************
 HX2327  DESIGNATION -  F 110
 HX2327  PID         -  HX2327
 HX2327  STATE/COUNTY-  WV/MASON
 HX2327  USGS QUAD   -  MOUNT ALTO (1994)
 HX2327
 HX2327                         *CURRENT SURVEY CONTROL
 HX2327  ___________________________________________________________________
 HX2327* NAD 83(1986)-  38 50 29.     (N)    081 56 19.     (W)     SCALED    
 HX2327* NAVD 88     -       293.435  (meters)     962.71   (feet)  ADJUSTED  
 HX2327  ___________________________________________________________________
 HX2327  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HX2327  DYNAMIC HT  -         293.247 (meters)     962.09  (feet)  COMP
 HX2327  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 HX2327
 HX2327  VERT ORDER  -  SECOND    CLASS 0
 HX2327
 HX2327.The horizontal coordinates were scaled from a topographic map and have
 HX2327.an estimated accuracy of +/- 6 seconds.
 HX2327
 HX2327.The orthometric height was determined by differential leveling
 HX2327.and adjusted by the National Geodetic Survey in June 1991..
 HX2327
 HX2327.The geoid height was determined by GEOID03.
 HX2327
 HX2327.The dynamic height is computed by dividing the NAVD 88
 HX2327.geopotential number by the normal gravity value computed on the
 HX2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2327.degrees latitude (g = 980.6199 gals.).
 HX2327
 HX2327.The modeled gravity was interpolated from observed gravity values.
 HX2327
 HX2327;                    North         East    Units  Estimated Accuracy
 HX2327;SPC WV S     -   204,790.      518,510.      MT  (+/- 180 meters Scaled)
 HX2327
 HX2327                          SUPERSEDED SURVEY CONTROL
 HX2327
 HX2327  NGVD 29 (??/??/92)  293.619  (m)          963.32   (f) ADJ UNCH    2 0
 HX2327
 HX2327.Superseded values are not recommended for survey control.
 HX2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2327.See file dsdata.txt to determine how the superseded data were derived.
 HX2327
 HX2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC185995(NAD 83)
 HX2327_MARKER: DB = BENCH MARK DISK
 HX2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2327_STAMPING: F 110 1956
 HX2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2327+STABILITY: SURFACE MOTION
 HX2327
 HX2327  HISTORY     - Date     Condition        Report By
 HX2327  HISTORY     - 1956     MONUMENTED       CGS
 HX2327  HISTORY     - 1984     GOOD             NGS
 HX2327
 HX2327                          STATION DESCRIPTION
 HX2327
 HX2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2327'4.8 MI E FROM FLATROCK.
 HX2327'ABOUT 4.75 MILES EAST ALONG STATE HIGHWAY 2 FROM THE CROSSROADS
 HX2327'AT FLATROCK, ABOUT 1.0 MILE WEST OF THE JUNCTION OF STATE HIGHWAY
 HX2327'87, AT THE JUNCTION OF A DIRT ROAD LEADING WEST AND SOUTHWEST,
 HX2327'ABOUT 85 YARD WEST-NORTHWEST OF JUNCTION OF DRIVE TO MORGAN
 HX2327'CEMETERY, 31 FEET SOUTH-SOUTHWEST OF CENTER LINE OF HIGHWAY, 138
 HX2327'FEET NORTHWEST OF NORTHWEST CORNER OF A 1 1/2-STORY FRAME HOUSE,
 HX2327'194 FEET WEST-NORTHWEST OF CENTER LINE OF DRIVE TO HOUSE, 31 FEET
 HX2327'WEST OF A POWER POLE WITH A TRANSFORMER, 31 FEET SOUTHWEST OF
 HX2327'CENTER OF JUNCTION OF ROAD, 6 1/2 FEET EAST OF A FENCE CORNER,
 HX2327'5 1/2 FEET OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 HX2327'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HX2327
 HX2327                          STATION RECOVERY (1984)
 HX2327
 HX2327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2324 ***********************************************************************
 HX2324  DESIGNATION -  F 111
 HX2324  PID         -  HX2324
 HX2324  STATE/COUNTY-  WV/MASON
 HX2324  USGS QUAD   -  MOUNT ALTO (1994)
 HX2324
 HX2324                         *CURRENT SURVEY CONTROL
 HX2324  ___________________________________________________________________
 HX2324* NAD 83(1986)-  38 48 50.     (N)    081 54 45.     (W)     SCALED    
 HX2324* NAVD 88     -       264.930  (meters)     869.19   (feet)  ADJUSTED  
 HX2324  ___________________________________________________________________
 HX2324  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HX2324  DYNAMIC HT  -         264.757 (meters)     868.62  (feet)  COMP
 HX2324  MODELED GRAV-     979,969.0   (mgal)                       NAVD 88
 HX2324
 HX2324  VERT ORDER  -  SECOND    CLASS 0
 HX2324
 HX2324.The horizontal coordinates were scaled from a topographic map and have
 HX2324.an estimated accuracy of +/- 6 seconds.
 HX2324
 HX2324.The orthometric height was determined by differential leveling
 HX2324.and adjusted by the National Geodetic Survey in June 1991..
 HX2324
 HX2324.The geoid height was determined by GEOID03.
 HX2324
 HX2324.The dynamic height is computed by dividing the NAVD 88
 HX2324.geopotential number by the normal gravity value computed on the
 HX2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2324.degrees latitude (g = 980.6199 gals.).
 HX2324
 HX2324.The modeled gravity was interpolated from observed gravity values.
 HX2324
 HX2324;                    North         East    Units  Estimated Accuracy
 HX2324;SPC WV S     -   201,720.      520,750.      MT  (+/- 180 meters Scaled)
 HX2324
 HX2324                          SUPERSEDED SURVEY CONTROL
 HX2324
 HX2324  NGVD 29 (??/??/92)  265.112  (m)          869.79   (f) ADJ UNCH    2 0
 HX2324
 HX2324.Superseded values are not recommended for survey control.
 HX2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2324.See file dsdata.txt to determine how the superseded data were derived.
 HX2324
 HX2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC207965(NAD 83)
 HX2324_MARKER: DB = BENCH MARK DISK
 HX2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2324_STAMPING: F 111 1956
 HX2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2324+STABILITY: SURFACE MOTION
 HX2324
 HX2324  HISTORY     - Date     Condition        Report By
 HX2324  HISTORY     - 1956     MONUMENTED       CGS
 HX2324
 HX2324                          STATION DESCRIPTION
 HX2324
 HX2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2324'7.8 MI SE FROM FLATROCK.
 HX2324'ABOUT 5.75 MILES EAST ALONG STATE HIGHWAY 2 FROM THE CROSSROADS
 HX2324'AT FLATROCK, THENCE ABOUT 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY
 HX2324'87, ABOUT 0.5 MILE NORTHWEST OF BADEN PRESBYTERIAN CHURCH AND
 HX2324'CEMETERY, ABOUT 0.3 MILE NORTHWEST OF A DIM CROSSROAD, AT THE
 HX2324'SOUTHEAST END OF A CUT, 38 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 HX2324'231 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF A 2-STORY WHITE
 HX2324'FRAME HOUSE WHICH IS LOCATED ON TOP OF A HILL, 203 FEET SOUTHEAST
 HX2324'OF POWER POLE WITH TRANSFORMER AND BRANCH LINE TO HOUSE, 53 FEET
 HX2324'EAST OF CENTER LINE OF ABANDONED ROAD BED, 2 FEET SOUTHEAST OF A
 HX2324'WHITE WOODN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND
 HX2324'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0275 ***********************************************************************
 HY0275  DESIGNATION -  F 112
 HY0275  PID         -  HY0275
 HY0275  STATE/COUNTY-  WV/MASON
 HY0275  USGS QUAD   -  ARLEE (1975)
 HY0275
 HY0275                         *CURRENT SURVEY CONTROL
 HY0275  ___________________________________________________________________
 HY0275* NAD 83(1986)-  38 44 05.     (N)    082 06 46.     (W)     SCALED    
 HY0275* NAVD 88     -       204.530  (meters)     671.03   (feet)  ADJUSTED  
 HY0275  ___________________________________________________________________
 HY0275  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HY0275  DYNAMIC HT  -         204.399 (meters)     670.60  (feet)  COMP
 HY0275  MODELED GRAV-     979,981.5   (mgal)                       NAVD 88
 HY0275
 HY0275  VERT ORDER  -  SECOND    CLASS 0
 HY0275
 HY0275.The horizontal coordinates were scaled from a topographic map and have
 HY0275.an estimated accuracy of +/- 6 seconds.
 HY0275
 HY0275.The orthometric height was determined by differential leveling
 HY0275.and adjusted by the National Geodetic Survey in June 1991..
 HY0275
 HY0275.The geoid height was determined by GEOID03.
 HY0275
 HY0275.The dynamic height is computed by dividing the NAVD 88
 HY0275.geopotential number by the normal gravity value computed on the
 HY0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0275.degrees latitude (g = 980.6199 gals.).
 HY0275
 HY0275.The modeled gravity was interpolated from observed gravity values.
 HY0275
 HY0275;                    North         East    Units  Estimated Accuracy
 HY0275;SPC WV S     -   193,120.      503,250.      MT  (+/- 180 meters Scaled)
 HY0275
 HY0275                          SUPERSEDED SURVEY CONTROL
 HY0275
 HY0275  NGVD 29 (??/??/92)  204.715  (m)          671.64   (f) ADJ UNCH    2 0
 HY0275
 HY0275.Superseded values are not recommended for survey control.
 HY0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0275.See file dsdata.txt to determine how the superseded data were derived.
 HY0275
 HY0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC032879(NAD 83)
 HY0275_MARKER: DB = BENCH MARK DISK
 HY0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0275_STAMPING: F 112 1956
 HY0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0275+STABILITY: SURFACE MOTION
 HY0275
 HY0275  HISTORY     - Date     Condition        Report By
 HY0275  HISTORY     - 1956     MONUMENTED       CGS
 HY0275
 HY0275                          STATION DESCRIPTION
 HY0275
 HY0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0275'1 MI W FROM ARLEE.
 HY0275'1.0 MILE WEST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION AND
 HY0275'J.H. CAUDILL STORE AT ARLEE, ABOUT 0.3 MILE EAST OF ZION BAPTIST
 HY0275'CHURCH, ABOUT 0.4 MILE WEST OF A GRAVEL ROAD SOUTH, 22 FEET
 HY0275'NORTHEAST OF CENTER LINE OF ROAD, 35 FEET NORTHWEST AND ACROSS
 HY0275'A DRIVE FROM THE NORTHEAST END OF A 30-INCH CORRUGATED PIPE
 HY0275'CULVERT UNDER ROAD, 18 FEET NORTHWEST OF CENTER LINE OF DRIVE
 HY0275'NORTHEAST TO C.E. BOSTIC RESIDENCE, ABOUT 76 YARDS SOUTHWEST OF
 HY0275'BOSTIC RESIDENCE, 4 FEET NORTH OF TELEPHONE POLE NO. 16/90,
 HY0275'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 HY0275'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY0275'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2437 ***********************************************************************
 HX2437  DESIGNATION -  F 113
 HX2437  PID         -  HX2437
 HX2437  STATE/COUNTY-  WV/PUTNAM
 HX2437  USGS QUAD   -  ELMWOOD (1975)
 HX2437
 HX2437                         *CURRENT SURVEY CONTROL
 HX2437  ___________________________________________________________________
 HX2437* NAD 83(1986)-  38 39 29.     (N)    081 50 36.     (W)     SCALED    
 HX2437* NAVD 88     -       299.548  (meters)     982.77   (feet)  ADJUSTED  
 HX2437  ___________________________________________________________________
 HX2437  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HX2437  DYNAMIC HT  -         299.350 (meters)     982.12  (feet)  COMP
 HX2437  MODELED GRAV-     979,956.9   (mgal)                       NAVD 88
 HX2437
 HX2437  VERT ORDER  -  SECOND    CLASS 0
 HX2437
 HX2437.The horizontal coordinates were scaled from a topographic map and have
 HX2437.an estimated accuracy of +/- 6 seconds.
 HX2437
 HX2437.The orthometric height was determined by differential leveling
 HX2437.and adjusted by the National Geodetic Survey in June 1991..
 HX2437
 HX2437.The geoid height was determined by GEOID03.
 HX2437
 HX2437.The dynamic height is computed by dividing the NAVD 88
 HX2437.geopotential number by the normal gravity value computed on the
 HX2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2437.degrees latitude (g = 980.6199 gals.).
 HX2437
 HX2437.The modeled gravity was interpolated from observed gravity values.
 HX2437
 HX2437;                    North         East    Units  Estimated Accuracy
 HX2437;SPC WV S     -   184,360.      526,600.      MT  (+/- 180 meters Scaled)
 HX2437
 HX2437                          SUPERSEDED SURVEY CONTROL
 HX2437
 HX2437  NGVD 29 (??/??/92)  299.742  (m)          983.40   (f) ADJ UNCH    2 0
 HX2437
 HX2437.Superseded values are not recommended for survey control.
 HX2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2437.See file dsdata.txt to determine how the superseded data were derived.
 HX2437
 HX2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC266791(NAD 83)
 HX2437_MARKER: DB = BENCH MARK DISK
 HX2437_SETTING: 66 = SET IN ROCK OUTCROP
 HX2437_SP_SET: ROCK LEDGE
 HX2437_STAMPING: F 113 1956
 HX2437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2437+STABILITY: POSITION/ELEVATION WELL
 HX2437
 HX2437  HISTORY     - Date     Condition        Report By
 HX2437  HISTORY     - 1956     MONUMENTED       CGS
 HX2437
 HX2437                          STATION DESCRIPTION
 HX2437
 HX2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2437'9.2 MI E FROM ROBERTSBURG.
 HX2437'ABOUT 9.25 MILES EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 HX2437'HIGHWAY 35 AND NORTH END OF HIGHWAY BRIDGE OVER EIGHTEENMILE
 HX2437'CREEK AT ROBERTSBURG, ABOUT 0.9 MILE NORTHEAST OF ROAD JUNCTION
 HX2437'AND CEMETERY AT BEE, ABOUT 0.25 MILE WEST OF JUNCTION OF A ROAD
 HX2437'SOUTH, SET IN THE TOP OF AN OUTCROPPING ROCK LEDGE WHICH IS AT
 HX2437'THE SOUTHEAST CORNER OF A HILLSIDE CULTIVATED FIELD AND IS UNDER
 HX2437'A FARM DRIVE INTO FIELD, 22 FEET NORTH OF CENTER LINE OF ROAD,
 HX2437'14 FEET WEST OF CENTER OF FARM GATE, 13 1/2 FEET WEST-NORTHWEST
 HX2437'OF SOUTHWEST END OF A 24-INCH CONCRETE CULVERT UNDER DRIVE, 1
 HX2437'FOOT EAST-NORTHEAST AND ABOUT 2 INCHES ABOVE THE TOP OF A 12-INCH
 HX2437'TRIANGLE CHISELED IN FACE OF LEDGE, 6 INCHES NORTH OF SOUTH FACE
 HX2437'OF LEDGE AND 4 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0287 ***********************************************************************
 HY0287  DESIGNATION -  F 114
 HY0287  PID         -  HY0287
 HY0287  STATE/COUNTY-  WV/MASON
 HY0287  USGS QUAD   -  BEECH HILL (1975)
 HY0287
 HY0287                         *CURRENT SURVEY CONTROL
 HY0287  ___________________________________________________________________
 HY0287* NAD 83(1986)-  38 46 05.     (N)    082 04 12.     (W)     SCALED    
 HY0287* NAVD 88     -       175.952  (meters)     577.27   (feet)  ADJUSTED  
 HY0287  ___________________________________________________________________
 HY0287  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HY0287  DYNAMIC HT  -         175.839 (meters)     576.90  (feet)  COMP
 HY0287  MODELED GRAV-     979,983.0   (mgal)                       NAVD 88
 HY0287
 HY0287  VERT ORDER  -  SECOND    CLASS 0
 HY0287
 HY0287.The horizontal coordinates were scaled from a topographic map and have
 HY0287.an estimated accuracy of +/- 6 seconds.
 HY0287
 HY0287.The orthometric height was determined by differential leveling
 HY0287.and adjusted by the National Geodetic Survey in June 1991..
 HY0287
 HY0287.The geoid height was determined by GEOID03.
 HY0287
 HY0287.The dynamic height is computed by dividing the NAVD 88
 HY0287.geopotential number by the normal gravity value computed on the
 HY0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0287.degrees latitude (g = 980.6199 gals.).
 HY0287
 HY0287.The modeled gravity was interpolated from observed gravity values.
 HY0287
 HY0287;                    North         East    Units  Estimated Accuracy
 HY0287;SPC WV S     -   196,780.      507,010.      MT  (+/- 180 meters Scaled)
 HY0287
 HY0287                          SUPERSEDED SURVEY CONTROL
 HY0287
 HY0287  NGVD 29 (??/??/92)  176.144  (m)          577.90   (f) ADJ UNCH    2 0
 HY0287
 HY0287.Superseded values are not recommended for survey control.
 HY0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0287.See file dsdata.txt to determine how the superseded data were derived.
 HY0287
 HY0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC070915(NAD 83)
 HY0287_MARKER: DB = BENCH MARK DISK
 HY0287_SETTING: 66 = SET IN ROCK OUTCROP
 HY0287_SP_SET: ROCK LEDGE
 HY0287_STAMPING: F 114 1956
 HY0287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0287+STABILITY: POSITION/ELEVATION WELL
 HY0287
 HY0287  HISTORY     - Date     Condition        Report By
 HY0287  HISTORY     - 1956     MONUMENTED       CGS
 HY0287
 HY0287                          STATION DESCRIPTION
 HY0287
 HY0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0287'1.9 MI SW FROM COUCH.
 HY0287'ABOUT 1.9 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO ARLEE
 HY0287'FROM THE INTERSECTION OF STATE HIGHWAY 17 AT COUCH, ABOUT 1.2
 HY0287'MILES NORTHEAST OF JUNCTION OF A ROAD EAST AT FIVEMILE, IN THE
 HY0287'TOP OF A PRIMINENT ROCK LEDGE ON SOUTH EDGE OF A STREAM, 51
 HY0287'FEET EAST-SOUTHEAST OF CENTER LINE OF ROAD AND ON THE OUTSIDE
 HY0287'OF A CURVE IN ROAD, 211 FEET SOUTH-SOUTHEAST OF SOUTH CORNER OF
 HY0287'A 20-FOOT CONCRETE AND STEEL BRIDGE OVER A STREAM, 30 FEET
 HY0287'WEST-NORTHWEST OF A FENCE CORNER, 18 1/2 FEET WEST OF AN 8-INCH
 HY0287'CATALPA TREE WHICH IS IN A FENCE LINE, 10 FEET EAST OF WEST EDGE
 HY0287'OF LEDGE, 1 1/2 FEET SOUTH OF NORTH END OF LEDGE, ABOUT 3 FEET
 HY0287'ABOVE CREEK BED, AND ABOUT 3 1/2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0260 ***********************************************************************
 HY0260  DESIGNATION -  F 115
 HY0260  PID         -  HY0260
 HY0260  STATE/COUNTY-  WV/MASON
 HY0260  USGS QUAD   -  ARLEE (1975)
 HY0260
 HY0260                         *CURRENT SURVEY CONTROL
 HY0260  ___________________________________________________________________
 HY0260* NAD 83(1986)-  38 39 54.     (N)    082 04 26.     (W)     SCALED    
 HY0260* NAVD 88     -       260.937  (meters)     856.09   (feet)  ADJUSTED  
 HY0260  ___________________________________________________________________
 HY0260  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HY0260  DYNAMIC HT  -         260.767 (meters)     855.53  (feet)  COMP
 HY0260  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 HY0260
 HY0260  VERT ORDER  -  SECOND    CLASS 0
 HY0260
 HY0260.The horizontal coordinates were scaled from a topographic map and have
 HY0260.an estimated accuracy of +/- 6 seconds.
 HY0260
 HY0260.The orthometric height was determined by differential leveling
 HY0260.and adjusted by the National Geodetic Survey in June 1991..
 HY0260
 HY0260.The geoid height was determined by GEOID03.
 HY0260
 HY0260.The dynamic height is computed by dividing the NAVD 88
 HY0260.geopotential number by the normal gravity value computed on the
 HY0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0260.degrees latitude (g = 980.6199 gals.).
 HY0260
 HY0260.The modeled gravity was interpolated from observed gravity values.
 HY0260
 HY0260;                    North         East    Units  Estimated Accuracy
 HY0260;SPC WV S     -   185,340.      506,540.      MT  (+/- 180 meters Scaled)
 HY0260
 HY0260                          SUPERSEDED SURVEY CONTROL
 HY0260
 HY0260  NGVD 29 (??/??/92)  261.119  (m)          856.69   (f) ADJ UNCH    2 0
 HY0260
 HY0260.Superseded values are not recommended for survey control.
 HY0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0260.See file dsdata.txt to determine how the superseded data were derived.
 HY0260
 HY0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC065801(NAD 83)
 HY0260_MARKER: DB = BENCH MARK DISK
 HY0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0260_STAMPING: F 115 1956
 HY0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0260+STABILITY: SURFACE MOTION
 HY0260
 HY0260  HISTORY     - Date     Condition        Report By
 HY0260  HISTORY     - 1956     MONUMENTED       CGS
 HY0260
 HY0260                          STATION DESCRIPTION
 HY0260
 HY0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0260'7 MI SE FROM ARLEE.
 HY0260'2.5 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 HY0260'AND J.H. CAUDILL STORE AT ARLEE, THENCE ABOUT 4.45 MILES SOUTHEAST
 HY0260'AND SOUTH ALONG A GRAVEL AND DIRT ROAD, ABOUT 0.4 MILE SOUTHEAST
 HY0260'OF JUNCTION OF ROAD SOUTHWEST, 23 FEET EAST OF CENTER LINE OF
 HY0260'ROAD, 145 FEET EAST-NORTHEAST AND ACROSS ROAD FROM NORTHEAST
 HY0260'CORNER OF BERTHA DUNN RESIDENCE, 8 FEET NORTH OF CENTER OF A
 HY0260'FARM GATE, 3 FEET SOUTH OF AN 8-INCH BLACK LOCUST TREE WHICH IS
 HY0260'IN A FENCE CORNER, 14 FEET NORTHWEST OF THE WEST ONE OF TWO
 HY0260'7-INCH CHERRY TREES, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 HY0260'OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS REACHED
 HY0260'FROM MERCERS BOTTOM, MASON COUNTY, BY GOING ABOUT 5.75 MILES
 HY0260'EAST ALONG A BLACK TOP ROAD, THENCE ABOUT 1.55 MILES NORTH ALONG
 HY0260'A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0043 ***********************************************************************
 HY0043  DESIGNATION -  F 116
 HY0043  PID         -  HY0043
 HY0043  STATE/COUNTY-  WV/CABELL
 HY0043  USGS QUAD   -  GLENWOOD (1990)
 HY0043
 HY0043                         *CURRENT SURVEY CONTROL
 HY0043  ___________________________________________________________________
 HY0043* NAD 83(1986)-  38 35 07.     (N)    082 14 58.     (W)     SCALED    
 HY0043* NAVD 88     -       169.049  (meters)     554.62   (feet)  ADJUSTED  
 HY0043  ___________________________________________________________________
 HY0043  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HY0043  DYNAMIC HT  -         168.939 (meters)     554.26  (feet)  COMP
 HY0043  MODELED GRAV-     979,972.2   (mgal)                       NAVD 88
 HY0043
 HY0043  VERT ORDER  -  FIRST     CLASS II
 HY0043
 HY0043.The horizontal coordinates were scaled from a topographic map and have
 HY0043.an estimated accuracy of +/- 6 seconds.
 HY0043
 HY0043.The orthometric height was determined by differential leveling
 HY0043.and adjusted by the National Geodetic Survey in June 1991..
 HY0043
 HY0043.The geoid height was determined by GEOID03.
 HY0043
 HY0043.The dynamic height is computed by dividing the NAVD 88
 HY0043.geopotential number by the normal gravity value computed on the
 HY0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0043.degrees latitude (g = 980.6199 gals.).
 HY0043
 HY0043.The modeled gravity was interpolated from observed gravity values.
 HY0043
 HY0043;                    North         East    Units  Estimated Accuracy
 HY0043;SPC WV S     -   176,680.      491,150.      MT  (+/- 180 meters Scaled)
 HY0043
 HY0043                          SUPERSEDED SURVEY CONTROL
 HY0043
 HY0043  NGVD 29 (??/??/92)  169.236  (m)          555.24   (f) ADJ UNCH    1 2
 HY0043
 HY0043.Superseded values are not recommended for survey control.
 HY0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0043.See file dsdata.txt to determine how the superseded data were derived.
 HY0043
 HY0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC911714(NAD 83)
 HY0043_MARKER: DB = BENCH MARK DISK
 HY0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0043_SP_SET: CULVERT
 HY0043_STAMPING: F 116 1956
 HY0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0043
 HY0043  HISTORY     - Date     Condition        Report By
 HY0043  HISTORY     - 1956     MONUMENTED       CGS
 HY0043  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0043
 HY0043                          STATION DESCRIPTION
 HY0043
 HY0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0043'3.7 MI SW FROM GLENWOOD.
 HY0043'ABOUT 3.7 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY0043'FROM THE STATION AT GLENWOOD, ABOUT 3.65 MILES NORTHEAST OF THE
 HY0043'ROAD CROSSING AT GREENBOTTOM, CABELL COUNTY, ABOUT 1.8 MILES
 HY0043'NORTHEAST OF THE STATION SIGN AT CROWN CITY, 181 FEET SOUTH OF
 HY0043'SOUTH RAIL OF TRACK, 16 1/2 FEET SOUTH OF CENTER LINE OF STATE
 HY0043'HIGHWAY 2, IN THE TOP AND 5.2 FEET WEST OF EAST END OF THE SOUTH
 HY0043'HEAD WALL OF A 10-FOOT CONCRETE CULVERT FOR A SMALL CREEK BRANCH
 HY0043'ON HIGHWAY 2, 5 FEET BELOW LEVEL OF TRACK AND ABOUT 1/2 FOOT ABOVE
 HY0043'LEVEL OF HIGHWAY.
 HY0043
 HY0043                          STATION RECOVERY (1984)
 HY0043
 HY0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0043'NOT RECOVERED, A NEW CULVERT IS AT MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0627 ***********************************************************************
 HY0627  DESIGNATION -  F 117
 HY0627  PID         -  HY0627
 HY0627  STATE/COUNTY-  WV/CABELL
 HY0627  USGS QUAD   -  MILTON (1989)
 HY0627
 HY0627                         *CURRENT SURVEY CONTROL
 HY0627  ___________________________________________________________________
 HY0627* NAD 83(1986)-  38 29 50.     (N)    082 13 35.     (W)     SCALED    
 HY0627* NAVD 88     -       251.024  (meters)     823.57   (feet)  ADJUSTED  
 HY0627  ___________________________________________________________________
 HY0627  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY0627  DYNAMIC HT  -         250.857 (meters)     823.02  (feet)  COMP
 HY0627  MODELED GRAV-     979,958.8   (mgal)                       NAVD 88
 HY0627
 HY0627  VERT ORDER  -  SECOND    CLASS 0
 HY0627
 HY0627.The horizontal coordinates were scaled from a topographic map and have
 HY0627.an estimated accuracy of +/- 6 seconds.
 HY0627
 HY0627.The orthometric height was determined by differential leveling
 HY0627.and adjusted by the National Geodetic Survey in June 1991..
 HY0627
 HY0627.The geoid height was determined by GEOID03.
 HY0627
 HY0627.The dynamic height is computed by dividing the NAVD 88
 HY0627.geopotential number by the normal gravity value computed on the
 HY0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0627.degrees latitude (g = 980.6199 gals.).
 HY0627
 HY0627.The modeled gravity was interpolated from observed gravity values.
 HY0627
 HY0627;                    North         East    Units  Estimated Accuracy
 HY0627;SPC WV S     -   166,880.      493,020.      MT  (+/- 180 meters Scaled)
 HY0627
 HY0627                          SUPERSEDED SURVEY CONTROL
 HY0627
 HY0627  NGVD 29 (??/??/92)  251.208  (m)          824.17   (f) ADJ UNCH    2 0
 HY0627
 HY0627.Superseded values are not recommended for survey control.
 HY0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0627.See file dsdata.txt to determine how the superseded data were derived.
 HY0627
 HY0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC930616(NAD 83)
 HY0627_MARKER: DB = BENCH MARK DISK
 HY0627_SETTING: 66 = SET IN ROCK OUTCROP
 HY0627_SP_SET: ROCK CUT
 HY0627_STAMPING: F 117 1956
 HY0627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0627+STABILITY: POSITION/ELEVATION WELL
 HY0627
 HY0627  HISTORY     - Date     Condition        Report By
 HY0627  HISTORY     - 1956     MONUMENTED       CGS
 HY0627
 HY0627                          STATION DESCRIPTION
 HY0627
 HY0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0627'6.1 MI NW FROM YATES.
 HY0627'ABOUT 0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING OF
 HY0627'THE CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 1.45 MILES
 HY0627'WEST ALONG A GRAVEL AND BLACK TOP ROAD, THENCE ABOUT 4.3 MILES
 HY0627'NORTH ALONG A BLACK-TOP ROAD, ABOUT 0.95 MILE SOUTH OF JUNCTION
 HY0627'OF BIG SEVEN MILE CREEK ROAD LEADING NORTH AND DOWN HILL, ABOUT
 HY0627'0.85 MILE SOUTH OF CENTRAL SCHOOL, 21 FEET NORTHEAST OF CENTER
 HY0627'LINE OF ROAD AND ON THE INSIDE OF A SHARP CURVE, SET VERTICALLY
 HY0627'ABOUT 5 FEET ABOVE BOTTOM OF DITCH IN THE SOUTHWEST FACE OF ROCK
 HY0627'AT THE BOTTOM OF A SHALY 18-FOOT HIGH CUT, AND ABOUT 3 FEET ABOVE
 HY0627'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0028 ***********************************************************************
 HY0028  DESIGNATION -  F 118
 HY0028  PID         -  HY0028
 HY0028  STATE/COUNTY-  WV/MASON
 HY0028  USGS QUAD   -  APPLE GROVE (1987)
 HY0028
 HY0028                         *CURRENT SURVEY CONTROL
 HY0028  ___________________________________________________________________
 HY0028* NAD 83(1986)-  38 41 16.     (N)    082 10 35.     (W)     SCALED    
 HY0028* NAVD 88     -       177.267  (meters)     581.58   (feet)  ADJUSTED  
 HY0028  ___________________________________________________________________
 HY0028  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HY0028  DYNAMIC HT  -         177.152 (meters)     581.21  (feet)  COMP
 HY0028  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 HY0028
 HY0028  VERT ORDER  -  FIRST     CLASS II
 HY0028
 HY0028.The horizontal coordinates were scaled from a topographic map and have
 HY0028.an estimated accuracy of +/- 6 seconds.
 HY0028
 HY0028.The orthometric height was determined by differential leveling
 HY0028.and adjusted by the National Geodetic Survey in June 1991..
 HY0028.WARNING-Repeat measurements at this control monument indicate possible
 HY0028.vertical movement.
 HY0028
 HY0028.The geoid height was determined by GEOID03.
 HY0028
 HY0028.The dynamic height is computed by dividing the NAVD 88
 HY0028.geopotential number by the normal gravity value computed on the
 HY0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0028.degrees latitude (g = 980.6199 gals.).
 HY0028
 HY0028.The modeled gravity was interpolated from observed gravity values.
 HY0028
 HY0028;                    North         East    Units  Estimated Accuracy
 HY0028;SPC WV S     -   187,980.      497,650.      MT  (+/- 180 meters Scaled)
 HY0028
 HY0028                          SUPERSEDED SURVEY CONTROL
 HY0028
 HY0028  NGVD 29 (??/??/92)  177.465  (m)          582.23   (f) ADJ UNCH    1 2
 HY0028
 HY0028.Superseded values are not recommended for survey control.
 HY0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0028.See file dsdata.txt to determine how the superseded data were derived.
 HY0028
 HY0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC976827(NAD 83)
 HY0028_MARKER: DB = BENCH MARK DISK
 HY0028_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HY0028_STAMPING: F 118 1956
 HY0028_MARK LOGO: CGS   
 HY0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0028+STABILITY: SURFACE MOTION
 HY0028
 HY0028  HISTORY     - Date     Condition        Report By
 HY0028  HISTORY     - 1956     MONUMENTED       CGS
 HY0028  HISTORY     - 1976     GOOD             NGS
 HY0028  HISTORY     - 1984     GOOD             NGS
 HY0028  HISTORY     - 20020719 MARK NOT FOUND   WOOLPT
 HY0028
 HY0028                          STATION DESCRIPTION
 HY0028
 HY0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0028'AT HOGSETT.
 HY0028'AT HOGSETT, ALONG THE BALTIMORE AND OHIO RAILROAD, SET VERTICALLY
 HY0028'IN THE NORTH FACE OF CONCRETE FOUNDATION OF IRA BLAINS STORE AND
 HY0028'POST OFFICE BUILDING, 55 1/2 FEET EAST OF EAST RAIL, 55 FEET
 HY0028'SOUTHEAST OF STATION SIGN, 110 FEET SOUTHEAST AND ACROSS TRACK
 HY0028'FROM TELEPHONE POLE NO. 185+20, 1 FOOT EAST OF NORTHWEST CORNER
 HY0028'OF FOUNDATION, 1 FOOT ABOVE GROUND AND ABOUT 7 FEET ABOVE LEVEL
 HY0028'OF TRACK.
 HY0028
 HY0028                          STATION RECOVERY (1976)
 HY0028
 HY0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0028'RECOVERED IN GOOD CONDITION.
 HY0028
 HY0028                          STATION RECOVERY (1984)
 HY0028
 HY0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0028'RECOVERED IN GOOD CONDITION, THE BUILDING IS NOW ABANDONED.
 HY0028
 HY0028                          STATION RECOVERY (2002)
 HY0028
 HY0028'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (EMM)
 HY0028'MARK APPEARS TO HAVE BEEN DESTROYED, REFERENCES LEAD TO A CHISLED
 HY0028'RECESSED CIRCLE IN THE FOUNDATION WITH A STEM PROJECTING OUT OF IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0241 ***********************************************************************
 HY0241  DESIGNATION -  F 119
 HY0241  PID         -  HY0241
 HY0241  STATE/COUNTY-  WV/PUTNAM
 HY0241  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0241
 HY0241                         *CURRENT SURVEY CONTROL
 HY0241  ___________________________________________________________________
 HY0241* NAD 83(1986)-  38 32 24.     (N)    082 01 41.     (W)     SCALED    
 HY0241* NAVD 88     -       184.269  (meters)     604.56   (feet)  POSTED    
 HY0241  ___________________________________________________________________
 HY0241  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HY0241  DYNAMIC HT  -         184.140 (meters)     604.13  (feet)  COMP
 HY0241  MODELED GRAV-     979,948.3   (mgal)                       NAVD 88
 HY0241
 HY0241  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0241
 HY0241.The horizontal coordinates were scaled from a topographic map and have
 HY0241.an estimated accuracy of +/- 6 seconds.
 HY0241
 HY0241.The orthometric height was determined by differential leveling
 HY0241.and adjusted by the National Geodetic Survey in 1992..
 HY0241.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0241.rate of 2.1 thru 3.0 mm/km.
 HY0241
 HY0241.The geoid height was determined by GEOID03.
 HY0241
 HY0241.The dynamic height is computed by dividing the NAVD 88
 HY0241.geopotential number by the normal gravity value computed on the
 HY0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0241.degrees latitude (g = 980.6199 gals.).
 HY0241
 HY0241.The modeled gravity was interpolated from observed gravity values.
 HY0241
 HY0241;                    North         East    Units  Estimated Accuracy
 HY0241;SPC WV S     -   171,420.      510,380.      MT  (+/- 180 meters Scaled)
 HY0241
 HY0241                          SUPERSEDED SURVEY CONTROL
 HY0241
 HY0241  NGVD 29 (??/??/92)  184.432  (m)          605.09   (f) ADJ UNCH    2 0
 HY0241
 HY0241.Superseded values are not recommended for survey control.
 HY0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0241.See file dsdata.txt to determine how the superseded data were derived.
 HY0241
 HY0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC104662(NAD 83)
 HY0241_MARKER: DB = BENCH MARK DISK
 HY0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0241_SP_SET: CULVERT
 HY0241_STAMPING: F 119 1956
 HY0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0241
 HY0241  HISTORY     - Date     Condition        Report By
 HY0241  HISTORY     - 1956     MONUMENTED       CGS
 HY0241
 HY0241                          STATION DESCRIPTION
 HY0241
 HY0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0241'3.2 MI NE FROM MT OLIVE.
 HY0241'ABOUT 0.25 MILES NORTH ALONG A ROAD FROM CHURCH AND CEMETERY AT
 HY0241'MT. OLIVE, THENCE ABOUT 2.9 MILES EAST AND NORTHEAST ALONG A
 HY0241'GRAVEL ROAD, ABOUT 0.7 MILE NORTHEAST OF A CONCRETE BLOCK CHURCH
 HY0241'BUILDING AND JUNCTION OF ROAD SOUTH, AT WALDO, IN THE TOP OF EAST
 HY0241'END OF EAST WING WALL OF A 6-FOOT STONE BOX CULVERT UNDER ROAD,
 HY0241'14 FEET SOUTHEAST OF CENTER LINE OF ROAD, 180 FEET SOUTHWEST OF
 HY0241'CENTER OF JUNCTION OF A ROAD NORTHWEST AND ABOUT 3 FEET BELOW
 HY0241'LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM THE CHURCH OF GOD AT
 HY0241'FRAZIERS BOTTOM BY GOING ABOUT 0.45 MILE SOUTH ALONG STATE
 HY0241'HIGHWAY 17, THENCE ABOUT 3.7 MILES SOUTHWEST ALONG A GRAVEL ROAD
 HY0241'LEADING TO MT. OLIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1940 ***********************************************************************
 HX1940  DESIGNATION -  F 12
 HX1940  PID         -  HX1940
 HX1940  STATE/COUNTY-  WV/CLAY
 HX1940  USGS QUAD   -  ELKHURST (1976)
 HX1940
 HX1940                         *CURRENT SURVEY CONTROL
 HX1940  ___________________________________________________________________
 HX1940* NAD 83(1986)-  38 25 55.     (N)    081 12 05.     (W)     SCALED    
 HX1940* NAVD 88     -       205.104  (meters)     672.91   (feet)  ADJUSTED  
 HX1940  ___________________________________________________________________
 HX1940  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HX1940  DYNAMIC HT  -         204.964 (meters)     672.45  (feet)  COMP
 HX1940  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 HX1940
 HX1940  VERT ORDER  -  SECOND    CLASS 0
 HX1940
 HX1940.The horizontal coordinates were scaled from a topographic map and have
 HX1940.an estimated accuracy of +/- 6 seconds.
 HX1940
 HX1940.The orthometric height was determined by differential leveling
 HX1940.and adjusted by the National Geodetic Survey in June 1991..
 HX1940
 HX1940.The geoid height was determined by GEOID03.
 HX1940
 HX1940.The dynamic height is computed by dividing the NAVD 88
 HX1940.geopotential number by the normal gravity value computed on the
 HX1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1940.degrees latitude (g = 980.6199 gals.).
 HX1940
 HX1940.The modeled gravity was interpolated from observed gravity values.
 HX1940
 HX1940;                    North         East    Units  Estimated Accuracy
 HX1940;SPC WV S     -   158,950.      582,420.      MT  (+/- 180 meters Scaled)
 HX1940
 HX1940                          SUPERSEDED SURVEY CONTROL
 HX1940
 HX1940  NGVD 29 (??/??/92)  205.288  (m)          673.52   (f) ADJ UNCH    2 0
 HX1940
 HX1940.Superseded values are not recommended for survey control.
 HX1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1940.See file dsdata.txt to determine how the superseded data were derived.
 HX1940
 HX1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC824537(NAD 83)
 HX1940_MARKER: DB = BENCH MARK DISK
 HX1940_SETTING: 66 = SET IN ROCK OUTCROP
 HX1940_SP_SET: ROCK LEDGE
 HX1940_STAMPING: F 12 1933
 HX1940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1940+STABILITY: POSITION/ELEVATION WELL
 HX1940
 HX1940  HISTORY     - Date     Condition        Report By
 HX1940  HISTORY     - 1933     MONUMENTED       CGS
 HX1940
 HX1940                          STATION DESCRIPTION
 HX1940
 HX1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1940'0.9 MI W FROM SHELTON.
 HX1940'0.9 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1940'STATION AT SHELTON, 6 RAILS EAST OF MILEPOST C 39, 10 RAILS EAST
 HX1940'OF A DIRT-ROAD CROSSING, IN THE TOP OF A ROCK LEDGE AT THE BASE
 HX1940'OF A ROCK CUT, 10 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 HX1940'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED F 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0917 ***********************************************************************
 KY0917  DESIGNATION -  F 120
 KY0917  PID         -  KY0917
 KY0917  STATE/COUNTY-  WV/BROOKE
 KY0917  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0917
 KY0917                         *CURRENT SURVEY CONTROL
 KY0917  ___________________________________________________________________
 KY0917* NAD 83(1986)-  40 15 50.     (N)    080 36 52.     (W)     SCALED    
 KY0917* NAVD 88     -       202.981  (meters)     665.95   (feet)  ADJUSTED  
 KY0917  ___________________________________________________________________
 KY0917  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KY0917  DYNAMIC HT  -         202.874 (meters)     665.60  (feet)  COMP
 KY0917  MODELED GRAV-     980,092.1   (mgal)                       NAVD 88
 KY0917
 KY0917  VERT ORDER  -  FIRST     CLASS II
 KY0917
 KY0917.The horizontal coordinates were scaled from a topographic map and have
 KY0917.an estimated accuracy of +/- 6 seconds.
 KY0917
 KY0917.The orthometric height was determined by differential leveling
 KY0917.and adjusted by the National Geodetic Survey in June 1991..
 KY0917
 KY0917.The geoid height was determined by GEOID03.
 KY0917
 KY0917.The dynamic height is computed by dividing the NAVD 88
 KY0917.geopotential number by the normal gravity value computed on the
 KY0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0917.degrees latitude (g = 980.6199 gals.).
 KY0917
 KY0917.The modeled gravity was interpolated from observed gravity values.
 KY0917
 KY0917;                    North         East    Units  Estimated Accuracy
 KY0917;SPC WV N     -   196,420.      505,200.      MT  (+/- 180 meters Scaled)
 KY0917
 KY0917                          SUPERSEDED SURVEY CONTROL
 KY0917
 KY0917  NGVD 29 (??/??/92)  203.162  (m)          666.54   (f) ADJ UNCH    1 2
 KY0917
 KY0917.Superseded values are not recommended for survey control.
 KY0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0917.See file dsdata.txt to determine how the superseded data were derived.
 KY0917
 KY0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE327571(NAD 83)
 KY0917_MARKER: DB = BENCH MARK DISK
 KY0917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0917_SP_SET: BRIDGE
 KY0917_STAMPING: F 120 1957
 KY0917_MARK LOGO: CGS   
 KY0917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0917+STABILITY: POSITION/ELEVATION WELL
 KY0917
 KY0917  HISTORY     - Date     Condition        Report By
 KY0917  HISTORY     - 1957     MONUMENTED       CGS
 KY0917  HISTORY     - 1983     GOOD             NGS
 KY0917
 KY0917                          STATION DESCRIPTION
 KY0917
 KY0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0917'AT WELLSBURG.
 KY0917'ABOUT 0.45 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0917'CROSSING OF SEVENTH STREET AT WELLSBURG, ABOUT 50 YARDS WEST
 KY0917'OF JUNCTION OF STATE HIGHWAY 2 AND STATE HIGHWAY 67, IN THE TOP OF
 KY0917'SOUTHEAST END OF CONCRETE BACK WALL OF NORTHEAST CONCRETE ABUTMENT OF
 KY0917'RAILROAD BRIDGE NO. 8-44 OVER MOUTH OF BUFFALO CREEK, 12 1/2 FEET
 KY0917'SOUTHEAST OF SOUTHEAST RAIL, ABOUT 7 FEET BELOW LEVEL OF HIGHWAY
 KY0917'AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
 KY0917
 KY0917                          STATION RECOVERY (1983)
 KY0917
 KY0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0942 ***********************************************************************
 KY0942  DESIGNATION -  F 121
 KY0942  PID         -  KY0942
 KY0942  STATE/COUNTY-  WV/OHIO
 KY0942  USGS QUAD   -  TILTONSVILLE (1985)
 KY0942
 KY0942                         *CURRENT SURVEY CONTROL
 KY0942  ___________________________________________________________________
 KY0942* NAD 83(1986)-  40 10 12.     (N)    080 39 59.     (W)     SCALED    
 KY0942* NAVD 88     -       218.313  (meters)     716.25   (feet)  ADJUSTED  
 KY0942  ___________________________________________________________________
 KY0942  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0942  DYNAMIC HT  -         218.196 (meters)     715.86  (feet)  COMP
 KY0942  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 KY0942
 KY0942  VERT ORDER  -  SECOND    CLASS 0
 KY0942
 KY0942.The horizontal coordinates were scaled from a topographic map and have
 KY0942.an estimated accuracy of +/- 6 seconds.
 KY0942
 KY0942.The orthometric height was determined by differential leveling
 KY0942.and adjusted by the National Geodetic Survey in June 1991..
 KY0942
 KY0942.The geoid height was determined by GEOID03.
 KY0942
 KY0942.The dynamic height is computed by dividing the NAVD 88
 KY0942.geopotential number by the normal gravity value computed on the
 KY0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0942.degrees latitude (g = 980.6199 gals.).
 KY0942
 KY0942.The modeled gravity was interpolated from observed gravity values.
 KY0942
 KY0942;                    North         East    Units  Estimated Accuracy
 KY0942;SPC WV N     -   186,050.      500,650.      MT  (+/- 180 meters Scaled)
 KY0942
 KY0942                          SUPERSEDED SURVEY CONTROL
 KY0942
 KY0942  NGVD 29 (??/??/92)  218.499  (m)          716.86   (f) ADJ UNCH    2 0
 KY0942
 KY0942.Superseded values are not recommended for survey control.
 KY0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0942.See file dsdata.txt to determine how the superseded data were derived.
 KY0942
 KY0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE284466(NAD 83)
 KY0942_MARKER: DB = BENCH MARK DISK
 KY0942_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0942_SP_SET: BRIDGE WALL
 KY0942_STAMPING: F 121 1957
 KY0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0942
 KY0942  HISTORY     - Date     Condition        Report By
 KY0942  HISTORY     - 1957     MONUMENTED       CGS
 KY0942
 KY0942                          STATION DESCRIPTION
 KY0942
 KY0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0942'2 MI SE FROM SHORT CREEK.
 KY0942'ABOUT 1.95 MILES EAST AND SOUTHEAST ALONG SHORT CREEK ROAD FROM
 KY0942'THE JUNCTION OF STATE HIGHWAY 2 AT SHORT CREEK, ABOUT 1.0 MILE
 KY0942'SOUTH OF THE OHIO-BROOKE COUNTY LINE, 17 1/2 FEET EAST OF CENTER
 KY0942'LINE OF ROAD, 37 FEET NORTH OF CENTER OF JUNCTION OF A ROAD
 KY0942'LEADING WEST-SOUTHWEST, IN THE TOP OF WEST END OF EAST CONCRETE
 KY0942'WING WALL OF A 9-FOOT CONCRETE BRIDGE OVER A CREEK BRANCH, 1 FOOT
 KY0942'NORTHEAST OF CONCRETE BANISTER AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0987 ***********************************************************************
 KY0987  DESIGNATION -  F 122
 KY0987  PID         -  KY0987
 KY0987  STATE/COUNTY-  WV/OHIO
 KY0987  USGS QUAD   -  VALLEY GROVE (1981)
 KY0987
 KY0987                         *CURRENT SURVEY CONTROL
 KY0987  ___________________________________________________________________
 KY0987* NAD 83(1986)-  40 05 11.     (N)    080 33 19.     (W)     SCALED    
 KY0987* NAVD 88     -       323.743  (meters)    1062.15   (feet)  ADJUSTED  
 KY0987  ___________________________________________________________________
 KY0987  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY0987  DYNAMIC HT  -         323.559 (meters)    1061.54  (feet)  COMP
 KY0987  MODELED GRAV-     980,048.1   (mgal)                       NAVD 88
 KY0987
 KY0987  VERT ORDER  -  SECOND    CLASS 0
 KY0987
 KY0987.The horizontal coordinates were scaled from a topographic map and have
 KY0987.an estimated accuracy of +/- 6 seconds.
 KY0987
 KY0987.The orthometric height was determined by differential leveling
 KY0987.and adjusted by the National Geodetic Survey in June 1991..
 KY0987
 KY0987.The geoid height was determined by GEOID03.
 KY0987
 KY0987.The dynamic height is computed by dividing the NAVD 88
 KY0987.geopotential number by the normal gravity value computed on the
 KY0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0987.degrees latitude (g = 980.6199 gals.).
 KY0987
 KY0987.The modeled gravity was interpolated from observed gravity values.
 KY0987
 KY0987;                    North         East    Units  Estimated Accuracy
 KY0987;SPC WV N     -   176,650.      510,000.      MT  (+/- 180 meters Scaled)
 KY0987
 KY0987                          SUPERSEDED SURVEY CONTROL
 KY0987
 KY0987  NGVD 29 (??/??/92)  323.886  (m)         1062.62   (f) ADJ UNCH    2 0
 KY0987
 KY0987.Superseded values are not recommended for survey control.
 KY0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0987.See file dsdata.txt to determine how the superseded data were derived.
 KY0987
 KY0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE379374(NAD 83)
 KY0987_MARKER: DB = BENCH MARK DISK
 KY0987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0987_SP_SET: BRIDGE
 KY0987_STAMPING: F 122 1957
 KY0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY0987+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2005
 KY0987
 KY0987  HISTORY     - Date     Condition        Report By
 KY0987  HISTORY     - 1957     MONUMENTED       CGS
 KY0987  HISTORY     - 20050623 GOOD             GEOCAC
 KY0987
 KY0987                          STATION DESCRIPTION
 KY0987
 KY0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0987'0.5 MI SE FROM VALLEY GROVE.
 KY0987'ABOUT 0.5 MILE SOUTHEAST ALONG STOOLFIRE ROAD FROM THE JUNCTION OF
 KY0987'U.S. HIGHWAY 40 AT VALLEY GROVE, 0.4 MILE NORTHWEST OF TOP OF A
 KY0987'GRADE AND INTERSECTION OF A NORTHEAST-SOUTHWEST ROAD, 12 1/2 FEET
 KY0987'NORTHEAST OF CENTER LINE OF ROAD, IN THE TOP AND 7 1/2 FEET WEST OF
 KY0987'OF EAST END OF EAST WING WALL AND RETAINING WALL OF A 5-FOOT
 KY0987'CONCRETE BRIDGE FOR A SMALL CREEK BRANCH, 2 FEET EAST OF SOUTHEAST
 KY0987'END OF NORTHEAST CONCRETE BANISTER AND ABOUT LEVEL WITH ROAD.
 KY0987
 KY0987                          STATION RECOVERY (2005)
 KY0987
 KY0987'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 KY0987'STOOLFIRE ROAD IS NOW CALLED VALLEY GROVE ROAD.  WE DROVE IT TO WEST
 KY0987'ALEXANDER STOOLFIRE
 KY0987'ROAD, WHICH JCT IS AT THE ABOVE MENTIONED TOP OF THE GRADE.  WE WERE
 KY0987'THEREFORE ABLE TO
 KY0987'MEASURE THE ABOVE MENTIONED .5 MI SE AND .4 MI NW IN BOTH DIRECTIONS,
 KY0987'AND THUS TO ARRIVE
 KY0987'AT THE CORRECT SMALL CREEK BRANCH, WHICH NOW PASSES UNDER THE ROAD VIA
 KY0987'A CULVERT THAT
 KY0987'APPEARS TO HAVE NO CONCRETE ABUTMENTS OR WINGWALLS.  BRIDGE NOT FOUND,
 KY0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0895 ***********************************************************************
 KY0895  DESIGNATION -  F 123
 KY0895  PID         -  KY0895
 KY0895  STATE/COUNTY-  WV/OHIO
 KY0895  USGS QUAD   -  WHEELING (1994)
 KY0895
 KY0895                         *CURRENT SURVEY CONTROL
 KY0895  ___________________________________________________________________
 KY0895* NAD 83(1986)-  40 02 35.     (N)    080 39 31.     (W)     SCALED    
 KY0895* NAVD 88     -       209.659  (meters)     687.86   (feet)  ADJUSTED  
 KY0895  ___________________________________________________________________
 KY0895  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0895  DYNAMIC HT  -         209.543 (meters)     687.48  (feet)  COMP
 KY0895  MODELED GRAV-     980,067.6   (mgal)                       NAVD 88
 KY0895
 KY0895  VERT ORDER  -  SECOND    CLASS 0
 KY0895
 KY0895.The horizontal coordinates were scaled from a topographic map and have
 KY0895.an estimated accuracy of +/- 6 seconds.
 KY0895
 KY0895.The orthometric height was determined by differential leveling
 KY0895.and adjusted by the National Geodetic Survey in June 1991..
 KY0895
 KY0895.The geoid height was determined by GEOID03.
 KY0895
 KY0895.The dynamic height is computed by dividing the NAVD 88
 KY0895.geopotential number by the normal gravity value computed on the
 KY0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0895.degrees latitude (g = 980.6199 gals.).
 KY0895
 KY0895.The modeled gravity was interpolated from observed gravity values.
 KY0895
 KY0895;                    North         East    Units  Estimated Accuracy
 KY0895;SPC WV N     -   171,950.      501,130.      MT  (+/- 180 meters Scaled)
 KY0895
 KY0895                          SUPERSEDED SURVEY CONTROL
 KY0895
 KY0895  NGVD 29 (??/??/92)  209.812  (m)          688.36   (f) ADJ UNCH    2 0
 KY0895
 KY0895.Superseded values are not recommended for survey control.
 KY0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0895.See file dsdata.txt to determine how the superseded data were derived.
 KY0895
 KY0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE291325(NAD 83)
 KY0895_MARKER: DB = BENCH MARK DISK
 KY0895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0895_SP_SET: CON BANISTER
 KY0895_STAMPING: F 123 1957
 KY0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0895
 KY0895  HISTORY     - Date     Condition        Report By
 KY0895  HISTORY     - 1957     MONUMENTED       CGS
 KY0895  HISTORY     - 1960     GOOD             NGS
 KY0895
 KY0895                          STATION DESCRIPTION
 KY0895
 KY0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0895'AT ELM GROVE.
 KY0895'AT ELM GROVE, ABOUT 81 YARDS SOUTHWEST ALONG STATE HIGHWAYS
 KY0895'88 AND 91 FROM THE JUNCTION OF U.S. HIGHWAY 40, ABOUT 0.25
 KY0895'MILE SOUTH OF THE BALTIMORE AND OHIO RAILROAD STATION, IN THE
 KY0895'TOP OF NORTH END OF BACK WALL OF THE NORTHEAST CONCRETE ABUTMENT
 KY0895'OF HIGHWAY BRIDGE OVER BIG WHEELING CREEK, 8 FEET NORTHWEST OF
 KY0895'NORTHWEST CURB, 2 FEET NORTH OF NORTHEAST END OF CONCRETE
 KY0895'BANISTER AND ABOUT LEVEL WITH BRIDGE SIDE WALK.
 KY0895
 KY0895                          STATION RECOVERY (1960)
 KY0895
 KY0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0752 ***********************************************************************
 JX0752  DESIGNATION -  F 124
 JX0752  PID         -  JX0752
 JX0752  STATE/COUNTY-  WV/MARSHALL
 JX0752  USGS QUAD   -  CAMERON (1988)
 JX0752
 JX0752                         *CURRENT SURVEY CONTROL
 JX0752  ___________________________________________________________________
 JX0752* NAD 83(1986)-  39 52 15.     (N)    080 33 27.     (W)     SCALED    
 JX0752* NAVD 88     -       425.815  (meters)    1397.03   (feet)  ADJUSTED  
 JX0752  ___________________________________________________________________
 JX0752  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JX0752  DYNAMIC HT  -         425.568 (meters)    1396.22  (feet)  COMP
 JX0752  MODELED GRAV-     980,034.6   (mgal)                       NAVD 88
 JX0752
 JX0752  VERT ORDER  -  SECOND    CLASS 0
 JX0752
 JX0752.The horizontal coordinates were scaled from a topographic map and have
 JX0752.an estimated accuracy of +/- 6 seconds.
 JX0752
 JX0752.The orthometric height was determined by differential leveling
 JX0752.and adjusted by the National Geodetic Survey in June 1991..
 JX0752
 JX0752.The geoid height was determined by GEOID03.
 JX0752
 JX0752.The dynamic height is computed by dividing the NAVD 88
 JX0752.geopotential number by the normal gravity value computed on the
 JX0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0752.degrees latitude (g = 980.6199 gals.).
 JX0752
 JX0752.The modeled gravity was interpolated from observed gravity values.
 JX0752
 JX0752;                    North         East    Units  Estimated Accuracy
 JX0752;SPC WV N     -   152,720.      509,530.      MT  (+/- 180 meters Scaled)
 JX0752
 JX0752                          SUPERSEDED SURVEY CONTROL
 JX0752
 JX0752  NGVD 29 (??/??/92)  425.953  (m)         1397.48   (f) ADJ UNCH    2 0
 JX0752
 JX0752.Superseded values are not recommended for survey control.
 JX0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0752.See file dsdata.txt to determine how the superseded data were derived.
 JX0752
 JX0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE378135(NAD 83)
 JX0752_MARKER: DB = BENCH MARK DISK
 JX0752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0752_SP_SET: CATCH BASIN
 JX0752_STAMPING: F 124 1957
 JX0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0752
 JX0752  HISTORY     - Date     Condition        Report By
 JX0752  HISTORY     - 1957     MONUMENTED       CGS
 JX0752
 JX0752                          STATION DESCRIPTION
 JX0752
 JX0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0752'2.2 MI NW FROM ROCKLICK.
 JX0752'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 89 FROM THE JUNCTION OF
 JX0752'GRAVEL ROAD SOUTH AT ROCKLICK, THENCE 0.45 MILE NORTHWEST ALONG
 JX0752'U.S. HIGHWAY 250, 14 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 JX0752'83 FEET NORTHEAST OF NORTHEAST CORNER OF A CONCRETE BLOCK SPRING
 JX0752'HOUSE, IN THE TOP OF THE NORTHEAST END OF SOUTHEAST CONCRETE
 JX0752'HEAD WALL WITH IRON GRILL COVERED 2-FOOT CONCRETE CATCH BASIN FOR
 JX0752'A PIPE CULVERT UNDER HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0761 ***********************************************************************
 JX0761  DESIGNATION -  F 125
 JX0761  PID         -  JX0761
 JX0761  STATE/COUNTY-  WV/MARSHALL
 JX0761  USGS QUAD   -  MAJORSVILLE (1988)
 JX0761
 JX0761                         *CURRENT SURVEY CONTROL
 JX0761  ___________________________________________________________________
 JX0761* NAD 83(1986)-  39 52 54.     (N)    080 31 58.     (W)     SCALED    
 JX0761* NAVD 88     -       403.935  (meters)    1325.24   (feet)  ADJUSTED  
 JX0761  ___________________________________________________________________
 JX0761  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JX0761  DYNAMIC HT  -         403.701 (meters)    1324.48  (feet)  COMP
 JX0761  MODELED GRAV-     980,035.6   (mgal)                       NAVD 88
 JX0761
 JX0761  VERT ORDER  -  SECOND    CLASS 0
 JX0761
 JX0761.The horizontal coordinates were scaled from a topographic map and have
 JX0761.an estimated accuracy of +/- 6 seconds.
 JX0761
 JX0761.The orthometric height was determined by differential leveling
 JX0761.and adjusted by the National Geodetic Survey in June 1991..
 JX0761
 JX0761.The geoid height was determined by GEOID03.
 JX0761
 JX0761.The dynamic height is computed by dividing the NAVD 88
 JX0761.geopotential number by the normal gravity value computed on the
 JX0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0761.degrees latitude (g = 980.6199 gals.).
 JX0761
 JX0761.The modeled gravity was interpolated from observed gravity values.
 JX0761
 JX0761;                    North         East    Units  Estimated Accuracy
 JX0761;SPC WV N     -   153,900.      511,660.      MT  (+/- 180 meters Scaled)
 JX0761
 JX0761                          SUPERSEDED SURVEY CONTROL
 JX0761
 JX0761  NGVD 29 (??/??/92)  404.074  (m)         1325.70   (f) ADJ UNCH    2 0
 JX0761
 JX0761.Superseded values are not recommended for survey control.
 JX0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0761.See file dsdata.txt to determine how the superseded data were derived.
 JX0761
 JX0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE399147(NAD 83)
 JX0761_MARKER: DB = BENCH MARK DISK
 JX0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0761_STAMPING: F 125 1957
 JX0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0761+STABILITY: SURFACE MOTION
 JX0761
 JX0761  HISTORY     - Date     Condition        Report By
 JX0761  HISTORY     - 1957     MONUMENTED       CGS
 JX0761
 JX0761                          STATION DESCRIPTION
 JX0761
 JX0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0761'0.6 MI N FROM ROCKLICK.
 JX0761'ABOUT 0.6 MILE NORTH ALONG A GRAVEL ROAD LEADING TO CALIS FROM
 JX0761'THE JUNCTION OF STATE HIGHWAY 89 AT ROCKLICK, 0.7 MILE SOUTH OF
 JX0761'JUNCTION OF A ROAD LEADING WEST TO WOLF RUN ROAD, 13 FEET
 JX0761'SOUTHWEST OF CENTER LINE OF ROAD, 54 FEET SOUTHEAST OF EAST
 JX0761'CORNER OF A DOUBLE CAR GARAGE, 139 FEET SOUTH AND ACROSS ROAD
 JX0761'FROM SOUTHWEST CORNER OF A TWO-STORY HOUSE, 1 1/2 FEET NORTHEAST
 JX0761'OF A FENCE LINE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 JX0761'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0601 ***********************************************************************
 JX0601  DESIGNATION -  F 126
 JX0601  PID         -  JX0601
 JX0601  STATE/COUNTY-  WV/WETZEL
 JX0601  USGS QUAD   -  LITTLETON (1976)
 JX0601
 JX0601                         *CURRENT SURVEY CONTROL
 JX0601  ___________________________________________________________________
 JX0601* NAD 83(1986)-  39 39 33.     (N)    080 31 22.     (W)     SCALED    
 JX0601* NAVD 88     -       338.065  (meters)    1109.13   (feet)  ADJUSTED  
 JX0601  ___________________________________________________________________
 JX0601  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JX0601  DYNAMIC HT  -         337.867 (meters)    1108.49  (feet)  COMP
 JX0601  MODELED GRAV-     980,032.2   (mgal)                       NAVD 88
 JX0601
 JX0601  VERT ORDER  -  SECOND    CLASS 0
 JX0601
 JX0601.The horizontal coordinates were scaled from a topographic map and have
 JX0601.an estimated accuracy of +/- 6 seconds.
 JX0601
 JX0601.The orthometric height was determined by differential leveling
 JX0601.and adjusted by the National Geodetic Survey in June 1991..
 JX0601
 JX0601.The geoid height was determined by GEOID03.
 JX0601
 JX0601.The dynamic height is computed by dividing the NAVD 88
 JX0601.geopotential number by the normal gravity value computed on the
 JX0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0601.degrees latitude (g = 980.6199 gals.).
 JX0601
 JX0601.The modeled gravity was interpolated from observed gravity values.
 JX0601
 JX0601;                    North         East    Units  Estimated Accuracy
 JX0601;SPC WV N     -   129,190.      512,240.      MT  (+/- 180 meters Scaled)
 JX0601
 JX0601                          SUPERSEDED SURVEY CONTROL
 JX0601
 JX0601  NGVD 29 (??/??/92)  338.215  (m)         1109.63   (f) ADJ UNCH    2 0
 JX0601
 JX0601.Superseded values are not recommended for survey control.
 JX0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0601.See file dsdata.txt to determine how the superseded data were derived.
 JX0601
 JX0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND409900(NAD 83)
 JX0601_MARKER: DB = BENCH MARK DISK
 JX0601_SETTING: 66 = SET IN ROCK OUTCROP
 JX0601_SP_SET: ROCK CUT
 JX0601_STAMPING: F 126 1957
 JX0601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0601+STABILITY: POSITION/ELEVATION WELL
 JX0601
 JX0601  HISTORY     - Date     Condition        Report By
 JX0601  HISTORY     - 1957     MONUMENTED       CGS
 JX0601
 JX0601                          STATION DESCRIPTION
 JX0601
 JX0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0601'3.6 MI NE FROM UNIONTOWN.
 JX0601'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE POST
 JX0601'OFFICE AND ROAD JUNCTION AT UNIONTOWN, THENCE ABOUT 0.4 MILE
 JX0601'NORTH ALONG COUNTY ROAD NO. 9, SET VERTICALLY IN THE WEST FACE
 JX0601'OF A ROCK CUT, 18 FEET EAST OF CENTER LINE OF ROAD, 145 FEET
 JX0601'NORTH AND ACROSS ROAD FROM A 24-INCH OAK TREE, 136 FEET NORTH
 JX0601'OF CENTER OF JUNCTION OF A DIM ROAD LEADING NORTHEAST TO A FIELD,
 JX0601'31 1/2 FEET SOUTH OF EAST END OF A PIPE CULVERT, AND ABOUT 2 FEET
 JX0601'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0702 ***********************************************************************
 JX0702  DESIGNATION -  F 127
 JX0702  PID         -  JX0702
 JX0702  STATE/COUNTY-  WV/MARSHALL
 JX0702  USGS QUAD   -  GLEN EASTON (1976)
 JX0702
 JX0702                         *CURRENT SURVEY CONTROL
 JX0702  ___________________________________________________________________
 JX0702* NAD 83(1986)-  39 45 59.     (N)    080 37 34.     (W)     SCALED    
 JX0702* NAVD 88     -       235.658  (meters)     773.15   (feet)  ADJUSTED  
 JX0702  ___________________________________________________________________
 JX0702  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JX0702  DYNAMIC HT  -         235.522 (meters)     772.71  (feet)  COMP
 JX0702  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 JX0702
 JX0702  VERT ORDER  -  SECOND    CLASS 0
 JX0702
 JX0702.The horizontal coordinates were scaled from a topographic map and have
 JX0702.an estimated accuracy of +/- 6 seconds.
 JX0702
 JX0702.The orthometric height was determined by differential leveling
 JX0702.and adjusted by the National Geodetic Survey in June 1991..
 JX0702
 JX0702.The geoid height was determined by GEOID03.
 JX0702
 JX0702.The dynamic height is computed by dividing the NAVD 88
 JX0702.geopotential number by the normal gravity value computed on the
 JX0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0702.degrees latitude (g = 980.6199 gals.).
 JX0702
 JX0702.The modeled gravity was interpolated from observed gravity values.
 JX0702
 JX0702;                    North         East    Units  Estimated Accuracy
 JX0702;SPC WV N     -   141,200.      503,520.      MT  (+/- 180 meters Scaled)
 JX0702
 JX0702                          SUPERSEDED SURVEY CONTROL
 JX0702
 JX0702  NGVD 29 (??/??/92)  235.796  (m)          773.61   (f) ADJ UNCH    2 0
 JX0702
 JX0702.Superseded values are not recommended for survey control.
 JX0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0702.See file dsdata.txt to determine how the superseded data were derived.
 JX0702
 JX0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE320018(NAD 83)
 JX0702_MARKER: DB = BENCH MARK DISK
 JX0702_SETTING: 66 = SET IN ROCK OUTCROP
 JX0702_SP_SET: ROCK CUT
 JX0702_STAMPING: F 127 1957
 JX0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0702+STABILITY: POSITION/ELEVATION WELL
 JX0702
 JX0702  HISTORY     - Date     Condition        Report By
 JX0702  HISTORY     - 1957     MONUMENTED       CGS
 JX0702
 JX0702                          STATION DESCRIPTION
 JX0702
 JX0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0702'1.5 MI E FROM ADALINE.
 JX0702'ABOUT 1.5 MILES EAST ALONG A GRAVEL ROAD FOLLOWING FISH CREEK
 JX0702'FROM THE SCHOOL AT ADALINE, NEAR CONFLUENCE OF FISH CREEK AND
 JX0702'BIG RUN, ABOUT 1.0 MILE EAST OF ADALINE PUMPING STATION, SET
 JX0702'VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT AT POINT WHERE
 JX0702'THE CUT FOR ROAD AND CREEK MEET.  17 FEET NORTH OF CENTER LINE
 JX0702'OF ROAD, 20 FEET NORTHWEST OF NORTHWEST CORNER OF A 40-FOOT
 JX0702'STEEL BRIDGE OVER BIG RUN CREEK AND ABOUT 3 FEET ABOVE LEVEL OF
 JX0702'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0566 ***********************************************************************
 JX0566  DESIGNATION -  F 128
 JX0566  PID         -  JX0566
 JX0566  STATE/COUNTY-  WV/MARSHALL
 JX0566  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0566
 JX0566                         *CURRENT SURVEY CONTROL
 JX0566  ___________________________________________________________________
 JX0566* NAD 83(1986)-  39 43 48.     (N)    080 47 51.     (W)     SCALED    
 JX0566* NAVD 88     -       402.501  (meters)    1320.54   (feet)  ADJUSTED  
 JX0566  ___________________________________________________________________
 JX0566  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JX0566  DYNAMIC HT  -         402.277 (meters)    1319.80  (feet)  COMP
 JX0566  MODELED GRAV-     980,057.9   (mgal)                       NAVD 88
 JX0566
 JX0566  VERT ORDER  -  SECOND    CLASS 0
 JX0566
 JX0566.The horizontal coordinates were scaled from a topographic map and have
 JX0566.an estimated accuracy of +/- 6 seconds.
 JX0566
 JX0566.The orthometric height was determined by differential leveling
 JX0566.and adjusted by the National Geodetic Survey in June 1991..
 JX0566
 JX0566.The geoid height was determined by GEOID03.
 JX0566
 JX0566.The dynamic height is computed by dividing the NAVD 88
 JX0566.geopotential number by the normal gravity value computed on the
 JX0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0566.degrees latitude (g = 980.6199 gals.).
 JX0566
 JX0566.The modeled gravity was interpolated from observed gravity values.
 JX0566
 JX0566;                    North         East    Units  Estimated Accuracy
 JX0566;SPC WV N     -   137,360.      488,780.      MT  (+/- 180 meters Scaled)
 JX0566
 JX0566                          SUPERSEDED SURVEY CONTROL
 JX0566
 JX0566  NGVD 29 (??/??/92)  402.672  (m)         1321.10   (f) ADJ UNCH    2 0
 JX0566
 JX0566.Superseded values are not recommended for survey control.
 JX0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0566.See file dsdata.txt to determine how the superseded data were derived.
 JX0566
 JX0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND173978(NAD 83)
 JX0566_MARKER: DB = BENCH MARK DISK
 JX0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0566_STAMPING: F 128 1957
 JX0566_MARK LOGO: CGS   
 JX0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0566+STABILITY: SURFACE MOTION
 JX0566
 JX0566  HISTORY     - Date     Condition        Report By
 JX0566  HISTORY     - 1957     MONUMENTED       CGS
 JX0566  HISTORY     - 1983     GOOD             NGS
 JX0566
 JX0566                          STATION DESCRIPTION
 JX0566
 JX0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0566'0.9 MI SW FROM FAIRVIEW.
 JX0566'ABOUT 0.9 MILE SOUTHWEST ALONG A GRAVEL ROAD LEADING TO PROCTOR
 JX0566'FROM THE SCHOOL AND CROSSROAD AT FAIRVIEW, 16 FEET WEST OF CENTER
 JX0566'LINE OF ROAD, 41 1/2 FEET WEST AND ACROSS ROAD FROM THE NORTHWEST
 JX0566'CORNER OF A BARN, 40 FEET NORTH OF CENTER LINE OF ROAD TO A FARM
 JX0566'HOUSE, 48 FEET NORTH OF CENTER LINE OF ROAD TO A GAS WELL, 2
 JX0566'FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE CONCRETE POST,
 JX0566'ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 JX0566'POST PROJECTING 2 INCHES.
 JX0566
 JX0566                          STATION RECOVERY (1983)
 JX0566
 JX0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0566'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.  THE 1957
 JX0566'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTIONS.
 JX0566'DELETE--41-1/2 FEET WEST AND ACROSS THE ROAD FROM THE NORTHWEST CORNER
 JX0566'OF A BARN.  DELETE--2 FEET EAST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0655 ***********************************************************************
 JX0655  DESIGNATION -  F 129
 JX0655  PID         -  JX0655
 JX0655  STATE/COUNTY-  WV/WETZEL
 JX0655  USGS QUAD   -  PINE GROVE (1976)
 JX0655
 JX0655                         *CURRENT SURVEY CONTROL
 JX0655  ___________________________________________________________________
 JX0655* NAD 83(1986)-  39 34 37.     (N)    080 40 11.     (W)     SCALED    
 JX0655* NAVD 88     -       223.267  (meters)     732.50   (feet)  ADJUSTED  
 JX0655  ___________________________________________________________________
 JX0655  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0655  DYNAMIC HT  -         223.137 (meters)     732.08  (feet)  COMP
 JX0655  MODELED GRAV-     980,037.0   (mgal)                       NAVD 88
 JX0655
 JX0655  VERT ORDER  -  SECOND    CLASS 0
 JX0655
 JX0655.The horizontal coordinates were scaled from a topographic map and have
 JX0655.an estimated accuracy of +/- 6 seconds.
 JX0655
 JX0655.The orthometric height was determined by differential leveling
 JX0655.and adjusted by the National Geodetic Survey in June 1991..
 JX0655
 JX0655.The geoid height was determined by GEOID03.
 JX0655
 JX0655.The dynamic height is computed by dividing the NAVD 88
 JX0655.geopotential number by the normal gravity value computed on the
 JX0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0655.degrees latitude (g = 980.6199 gals.).
 JX0655
 JX0655.The modeled gravity was interpolated from observed gravity values.
 JX0655
 JX0655;                    North         East    Units  Estimated Accuracy
 JX0655;SPC WV N     -   120,210.      499,510.      MT  (+/- 180 meters Scaled)
 JX0655
 JX0655                          SUPERSEDED SURVEY CONTROL
 JX0655
 JX0655  NGVD 29 (??/??/92)  223.428  (m)          733.03   (f) ADJ UNCH    2 0
 JX0655
 JX0655.Superseded values are not recommended for survey control.
 JX0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0655.See file dsdata.txt to determine how the superseded data were derived.
 JX0655
 JX0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND283808(NAD 83)
 JX0655_MARKER: DB = BENCH MARK DISK
 JX0655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0655_SP_SET: CULVERT
 JX0655_STAMPING: F 129 1957
 JX0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0655
 JX0655  HISTORY     - Date     Condition        Report By
 JX0655  HISTORY     - 1957     MONUMENTED       CGS
 JX0655
 JX0655                          STATION DESCRIPTION
 JX0655
 JX0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0655'1.4 MI NE FROM PINE GROVE.
 JX0655'ABOUT 1.35 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 JX0655'JUNCTION OF STATE HIGHWAY 20 AND EAST END OF HIGHWAY BRIDGE OVER
 JX0655'NORTH FORK AT PINE GROVE, ABOUT 0.85 MILE NORTHEAST OF A 150-FOOT
 JX0655'BRIDGE OVER NORTH FORK, IN THE TOP OF THE WEST END OF THE NORTH
 JX0655'HEADWALL OF A 6-FOOT ARCHED CULVERT UNDER ROAD, 15 FEET NORTH OF
 JX0655'CENTER LINE OF ROAD AND 1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1024 ***********************************************************************
 HX1024  DESIGNATION -  F 13
 HX1024  PID         -  HX1024
 HX1024  STATE/COUNTY-  WV/WEBSTER
 HX1024  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1024
 HX1024                         *CURRENT SURVEY CONTROL
 HX1024  ___________________________________________________________________
 HX1024* NAD 83(1986)-  38 21 18.     (N)    080 34 06.     (W)     SCALED    
 HX1024* NAVD 88     -       621.389  (meters)    2038.67   (feet)  ADJUSTED  
 HX1024  ___________________________________________________________________
 HX1024  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX1024  DYNAMIC HT  -         620.909 (meters)    2037.10  (feet)  COMP
 HX1024  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 HX1024
 HX1024  VERT ORDER  -  SECOND    CLASS 0
 HX1024
 HX1024.The horizontal coordinates were scaled from a topographic map and have
 HX1024.an estimated accuracy of +/- 6 seconds.
 HX1024
 HX1024.The orthometric height was determined by differential leveling
 HX1024.and adjusted by the National Geodetic Survey in June 1991..
 HX1024
 HX1024.The geoid height was determined by GEOID03.
 HX1024
 HX1024.The dynamic height is computed by dividing the NAVD 88
 HX1024.geopotential number by the normal gravity value computed on the
 HX1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1024.degrees latitude (g = 980.6199 gals.).
 HX1024
 HX1024.The modeled gravity was interpolated from observed gravity values.
 HX1024
 HX1024;                    North         East    Units  Estimated Accuracy
 HX1024;SPC WV S     -   150,480.      637,730.      MT  (+/- 180 meters Scaled)
 HX1024
 HX1024                          SUPERSEDED SURVEY CONTROL
 HX1024
 HX1024  NGVD 29 (??/??/92)  621.537  (m)         2039.16   (f) ADJ UNCH    2 0
 HX1024
 HX1024.Superseded values are not recommended for survey control.
 HX1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1024.See file dsdata.txt to determine how the superseded data were derived.
 HX1024
 HX1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC377452(NAD 83)
 HX1024_MARKER: DB = BENCH MARK DISK
 HX1024_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1024_SP_SET: UNSPECIFIED ROCK
 HX1024_STAMPING: F 13 1933
 HX1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1024
 HX1024  HISTORY     - Date     Condition        Report By
 HX1024  HISTORY     - 1933     MONUMENTED       CGS
 HX1024  HISTORY     - 1961     GOOD             NGS
 HX1024
 HX1024                          STATION DESCRIPTION
 HX1024
 HX1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1024'1.8 MI E FROM CAMDEN ON GAULEY.
 HX1024'ABOUT 1.75 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1024'FROM THE BRIDGE OVER COON CREEK AT CAMDEN ON GAULEY, 6 RAILS
 HX1024'NORTHWEST OF THE NORTHWEST END OF A LONG CURVE, 22 YARDS SOUTHEAST
 HX1024'OF MILEAGE POLE NO. 124+03, SET ON THE TOP OF THE NORTHEAST EDGE
 HX1024'OF A FLAT ROCK THAT IS 30 FEET LONG AND 20 FEET WIDE AND PROJECTS
 HX1024'6 FEET ABOVE THE GROUND ON THE NORTHEAST SIDE, 36 FEET SOUTHWEST
 HX1024'OF THE SOUTHWEST RAIL, 6 FEET SOUTHEAST OF THE NORTH CORNER OF
 HX1024'THE ROCK AND 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0575 ***********************************************************************
 JX0575  DESIGNATION -  F 130
 JX0575  PID         -  JX0575
 JX0575  STATE/COUNTY-  WV/WETZEL
 JX0575  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0575
 JX0575                         *CURRENT SURVEY CONTROL
 JX0575  ___________________________________________________________________
 JX0575* NAD 83(1986)-  39 39 10.     (N)    080 46 32.     (W)     SCALED    
 JX0575* NAVD 88     -       374.745  (meters)    1229.48   (feet)  ADJUSTED  
 JX0575  ___________________________________________________________________
 JX0575  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JX0575  DYNAMIC HT  -         374.530 (meters)    1228.77  (feet)  COMP
 JX0575  MODELED GRAV-     980,041.4   (mgal)                       NAVD 88
 JX0575
 JX0575  VERT ORDER  -  SECOND    CLASS 0
 JX0575
 JX0575.The horizontal coordinates were scaled from a topographic map and have
 JX0575.an estimated accuracy of +/- 6 seconds.
 JX0575
 JX0575.The orthometric height was determined by differential leveling
 JX0575.and adjusted by the National Geodetic Survey in June 1991..
 JX0575
 JX0575.The geoid height was determined by GEOID03.
 JX0575
 JX0575.The dynamic height is computed by dividing the NAVD 88
 JX0575.geopotential number by the normal gravity value computed on the
 JX0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0575.degrees latitude (g = 980.6199 gals.).
 JX0575
 JX0575.The modeled gravity was interpolated from observed gravity values.
 JX0575
 JX0575;                    North         East    Units  Estimated Accuracy
 JX0575;SPC WV N     -   128,760.      490,540.      MT  (+/- 180 meters Scaled)
 JX0575
 JX0575                          SUPERSEDED SURVEY CONTROL
 JX0575
 JX0575  NGVD 29 (??/??/92)  374.903  (m)         1229.99   (f) ADJ UNCH    2 0
 JX0575
 JX0575.Superseded values are not recommended for survey control.
 JX0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0575.See file dsdata.txt to determine how the superseded data were derived.
 JX0575
 JX0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND192892(NAD 83)
 JX0575_MARKER: DB = BENCH MARK DISK
 JX0575_SETTING: 66 = SET IN ROCK OUTCROP
 JX0575_SP_SET: ROCK CUT
 JX0575_STAMPING: F 130 1957
 JX0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0575+STABILITY: POSITION/ELEVATION WELL
 JX0575
 JX0575  HISTORY     - Date     Condition        Report By
 JX0575  HISTORY     - 1957     MONUMENTED       CGS
 JX0575  HISTORY     - 1983     GOOD             NGS
 JX0575
 JX0575                          STATION DESCRIPTION
 JX0575
 JX0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0575'5.6 MI E FROM NEW MARTINSVILLE.
 JX0575'ABOUT 5.55 MILES EAST AND NORTHEAST ALONG A BLACK TOP ROAD
 JX0575'FOLLOWING DOOLIN RUN FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 7
 JX0575'AT NEW MARTINSVILLE, ABOUT 0.1 MILE NORTHWEST OF A JOGGED
 JX0575'CROSSROAD (BLACK TOP ROAD SOUTH AND GRAVEL ROAD NORTH), ON THE
 JX0575'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST, IN
 JX0575'THE SOUTH FACE (VERTICALLY) OF A ROCK IN A CUT, 18 FEET NORTH
 JX0575'OF CENTER LINE OF ROAD, 74 FEET NORTHEAST AND ACROSS ROAD FROM
 JX0575'THE NORTHEAST CORNER OF A SMALL WHITE FRAME HOUSE, AND ABOUT 2
 JX0575'FEET ABOVE GROUND AND ROAD.
 JX0575
 JX0575                          STATION RECOVERY (1983)
 JX0575
 JX0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1067 ***********************************************************************
 JX1067  DESIGNATION -  F 131
 JX1067  PID         -  JX1067
 JX1067  STATE/COUNTY-  WV/PLEASANTS
 JX1067  USGS QUAD   -  BENS RUN (1994)
 JX1067
 JX1067                         *CURRENT SURVEY CONTROL
 JX1067  ___________________________________________________________________
 JX1067* NAD 83(1986)-  39 27 21.     (N)    081 04 53.     (W)     SCALED    
 JX1067* NAVD 88     -       271.412  (meters)     890.46   (feet)  ADJUSTED  
 JX1067  ___________________________________________________________________
 JX1067  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JX1067  DYNAMIC HT  -         271.252 (meters)     889.93  (feet)  COMP
 JX1067  MODELED GRAV-     980,027.2   (mgal)                       NAVD 88
 JX1067
 JX1067  VERT ORDER  -  SECOND    CLASS 0
 JX1067
 JX1067.The horizontal coordinates were scaled from a topographic map and have
 JX1067.an estimated accuracy of +/- 6 seconds.
 JX1067
 JX1067.The orthometric height was determined by differential leveling
 JX1067.and adjusted by the National Geodetic Survey in June 1991..
 JX1067
 JX1067.The geoid height was determined by GEOID03.
 JX1067
 JX1067.The dynamic height is computed by dividing the NAVD 88
 JX1067.geopotential number by the normal gravity value computed on the
 JX1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1067.degrees latitude (g = 980.6199 gals.).
 JX1067
 JX1067.The modeled gravity was interpolated from observed gravity values.
 JX1067
 JX1067;                    North         East    Units  Estimated Accuracy
 JX1067;SPC WV N     -   107,310.      463,910.      MT  (+/- 180 meters Scaled)
 JX1067
 JX1067                          SUPERSEDED SURVEY CONTROL
 JX1067
 JX1067  NGVD 29 (??/??/92)  271.588  (m)          891.03   (f) ADJ UNCH    2 0
 JX1067
 JX1067.Superseded values are not recommended for survey control.
 JX1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1067.See file dsdata.txt to determine how the superseded data were derived.
 JX1067
 JX1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD929673(NAD 83)
 JX1067_MARKER: DB = BENCH MARK DISK
 JX1067_SETTING: 66 = SET IN ROCK OUTCROP
 JX1067_SP_SET: ROCK LEDGE
 JX1067_STAMPING: F 131 1957
 JX1067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1067+STABILITY: POSITION/ELEVATION WELL
 JX1067
 JX1067  HISTORY     - Date     Condition        Report By
 JX1067  HISTORY     - 1957     MONUMENTED       CGS
 JX1067  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX1067
 JX1067                          STATION DESCRIPTION
 JX1067
 JX1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1067'2 MI SE FROM BENS RUN.
 JX1067'ABOUT 1.95 MILES SOUTHEAST ALONG BENS RUN ROAD AND A ROAD
 JX1067'LEADING TO ARVILLA FROM THE JUNCTION OF STATE HIGHWAY 2 AT BENS
 JX1067'RUN, ABOUT 2.2 MILES NORTHWEST OF BRIDGE OVER MIDDLE ISLAND CREEK
 JX1067'AT ARVILLA, ON THE OUTSIDE OF A SHARP CURVE IN ROAD, ON A LONG
 JX1067'GRADE DECENDING NORTHWEST, IN THE TOP OF AN OUTCROPPING SANDSTONE
 JX1067'LEDGE ABOUT 7 BY 4 BY 3 FEET, 37 FEET NORTHEAST OF CENTER LINE OF
 JX1067'ROAD, 17 FEET NORTHEAST OF NORTHEAST END OF A 24-INCH CONCRETE
 JX1067'PIPE CULVERT UNDER ROAD, 3 FEET NORTHEAST AND ABOUT 3/4 FEET
 JX1067'ABOVE THE TOP POINT OF A 12-INCH TRIANGLE CHISELED IN LEDGE, AND
 JX1067'ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 JX1067
 JX1067                          STATION RECOVERY (1983)
 JX1067
 JX1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0898 ***********************************************************************
 JX0898  DESIGNATION -  F 132
 JX0898  PID         -  JX0898
 JX0898  STATE/COUNTY-  WV/PLEASANTS
 JX0898  USGS QUAD   -  SCHULTZ (1975)
 JX0898
 JX0898                         *CURRENT SURVEY CONTROL
 JX0898  ___________________________________________________________________
 JX0898* NAD 83(1986)-  39 21 19.     (N)    081 14 27.     (W)     SCALED    
 JX0898* NAVD 88     -       207.591  (meters)     681.07   (feet)  ADJUSTED  
 JX0898  ___________________________________________________________________
 JX0898  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JX0898  DYNAMIC HT  -         207.465 (meters)     680.66  (feet)  COMP
 JX0898  MODELED GRAV-     980,015.5   (mgal)                       NAVD 88
 JX0898
 JX0898  VERT ORDER  -  SECOND    CLASS 0
 JX0898
 JX0898.The horizontal coordinates were scaled from a topographic map and have
 JX0898.an estimated accuracy of +/- 6 seconds.
 JX0898
 JX0898.The orthometric height was determined by differential leveling
 JX0898.and adjusted by the National Geodetic Survey in June 1991..
 JX0898
 JX0898.The geoid height was determined by GEOID03.
 JX0898
 JX0898.The dynamic height is computed by dividing the NAVD 88
 JX0898.geopotential number by the normal gravity value computed on the
 JX0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0898.degrees latitude (g = 980.6199 gals.).
 JX0898
 JX0898.The modeled gravity was interpolated from observed gravity values.
 JX0898
 JX0898;                    North         East    Units  Estimated Accuracy
 JX0898;SPC WV N     -    96,400.      449,970.      MT  (+/- 180 meters Scaled)
 JX0898
 JX0898                          SUPERSEDED SURVEY CONTROL
 JX0898
 JX0898  NGVD 29 (??/??/92)  207.754  (m)          681.61   (f) ADJ UNCH    2 0
 JX0898
 JX0898.Superseded values are not recommended for survey control.
 JX0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0898.See file dsdata.txt to determine how the superseded data were derived.
 JX0898
 JX0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD792562(NAD 83)
 JX0898_MARKER: DB = BENCH MARK DISK
 JX0898_SETTING: 66 = SET IN ROCK OUTCROP
 JX0898_SP_SET: ROCK LEDGE
 JX0898_STAMPING: F 132 1957
 JX0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0898+STABILITY: POSITION/ELEVATION WELL
 JX0898
 JX0898  HISTORY     - Date     Condition        Report By
 JX0898  HISTORY     - 1957     MONUMENTED       CGS
 JX0898
 JX0898                          STATION DESCRIPTION
 JX0898
 JX0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0898'2.2 MI SE FROM BELMONT.
 JX0898'ABOUT 1.25 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING FRENCH
 JX0898'CREEK FROM THE BAPTIST CHURCH AT BELMONT, THENCE ABOUT 0.95
 JX0898'MILE SOUTH ALONG A ROAD FOLLOWING HENRY CAMP RUN, IN THE TOP
 JX0898'OF AN OUTCROPPING SANDSTONE LEDGE ABOUT 8 BY 3 FEET, 93 FEET
 JX0898'NORTHEAST AND ACROSS STREAM FROM CENTER LINE OF ROAD, 281 FEET
 JX0898'SOUTHEAST OF SOUTHEAST CORNER OF A 2-STORY FRAME HOUSE OWNED
 JX0898'BY ED MALONE, 162 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF
 JX0898'A BARN, 32 FEET NORTH-NORTHWEST OF A LONE 10-INCH HICKORY TREE,
 JX0898'2 FEET NORTH OF SOUTH END OF LEDGE, 1 FOOT EAST OF WEST EDGE OF
 JX0898'LEDGE, 11 FEET NORTHEAST OF A FENCE CORNER AND ABOUT 3 FEET
 JX0898'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0290 ***********************************************************************
 JX0290  DESIGNATION -  F 133
 JX0290  PID         -  JX0290
 JX0290  STATE/COUNTY-  WV/RITCHIE
 JX0290  USGS QUAD   -  PENNSBORO (1987)
 JX0290
 JX0290                         *CURRENT SURVEY CONTROL
 JX0290  ___________________________________________________________________
 JX0290* NAD 83(1986)-  39 17 22.     (N)    080 57 45.     (W)     SCALED    
 JX0290* NAVD 88     -       259.161  (meters)     850.26   (feet)  ADJUSTED  
 JX0290  ___________________________________________________________________
 JX0290  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX0290  DYNAMIC HT  -         258.998 (meters)     849.73  (feet)  COMP
 JX0290  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 JX0290
 JX0290  VERT ORDER  -  SECOND    CLASS 0
 JX0290
 JX0290.The horizontal coordinates were scaled from a topographic map and have
 JX0290.an estimated accuracy of +/- 6 seconds.
 JX0290
 JX0290.The orthometric height was determined by differential leveling
 JX0290.and adjusted by the National Geodetic Survey in June 1991..
 JX0290
 JX0290.The geoid height was determined by GEOID03.
 JX0290
 JX0290.The dynamic height is computed by dividing the NAVD 88
 JX0290.geopotential number by the normal gravity value computed on the
 JX0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0290.degrees latitude (g = 980.6199 gals.).
 JX0290
 JX0290.The modeled gravity was interpolated from observed gravity values.
 JX0290
 JX0290;                    North         East    Units  Estimated Accuracy
 JX0290;SPC WV N     -    88,670.      473,840.      MT  (+/- 180 meters Scaled)
 JX0290
 JX0290                          SUPERSEDED SURVEY CONTROL
 JX0290
 JX0290  NGVD 29 (??/??/92)  259.341  (m)          850.85   (f) ADJ UNCH    2 0
 JX0290
 JX0290.Superseded values are not recommended for survey control.
 JX0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0290.See file dsdata.txt to determine how the superseded data were derived.
 JX0290
 JX0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND032488(NAD 83)
 JX0290_MARKER: DB = BENCH MARK DISK
 JX0290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0290_SP_SET: BRIDGE
 JX0290_STAMPING: F 133 1957
 JX0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0290
 JX0290  HISTORY     - Date     Condition        Report By
 JX0290  HISTORY     - 1957     MONUMENTED       CGS
 JX0290  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0290
 JX0290                          STATION DESCRIPTION
 JX0290
 JX0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0290'0.5 MI N FROM PENNSBORO.
 JX0290'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 74 FROM THE BALTIMORE
 JX0290'AND OHIO RAILROAD STATION AT PENNSBORO, IN THE TOP OF THE
 JX0290'NORTHWEST END OF WEST WING WALL OF AN 8-FOOT CONCRETE ARCH BRIDGE,
 JX0290'19 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 38 FEET SOUTHWEST
 JX0290'OF CENTER OF JUNCTION OF HIGHWAY AND A BLACK TOP STREET NORTHEAST,
 JX0290'3/4 FOOT SOUTHEAST OF NORTHWEST END OF WING WALL AND 1 1/2 FEET
 JX0290'BELOW LEVEL OF HIGHWAY.
 JX0290
 JX0290                          STATION RECOVERY (1983)
 JX0290
 JX0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0290'SEARCHED FOR BUT NOT FOUND, A NEW HEADWALL HAS BEEN PUT IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0875 ***********************************************************************
 JX0875  DESIGNATION -  F 134
 JX0875  PID         -  JX0875
 JX0875  STATE/COUNTY-  WV/PLEASANTS
 JX0875  USGS QUAD   -  RAVEN ROCK (1994)
 JX0875
 JX0875                         *CURRENT SURVEY CONTROL
 JX0875  ___________________________________________________________________
 JX0875* NAD 83(1986)-  39 24 48.     (N)    081 11 26.     (W)     SCALED    
 JX0875* NAVD 88     -       190.606  (meters)     625.35   (feet)  ADJUSTED  
 JX0875  ___________________________________________________________________
 JX0875  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JX0875  DYNAMIC HT  -         190.491 (meters)     624.97  (feet)  COMP
 JX0875  MODELED GRAV-     980,023.9   (mgal)                       NAVD 88
 JX0875
 JX0875  VERT ORDER  -  FIRST     CLASS II
 JX0875
 JX0875.The horizontal coordinates were scaled from a topographic map and have
 JX0875.an estimated accuracy of +/- 6 seconds.
 JX0875
 JX0875.The orthometric height was determined by differential leveling
 JX0875.and adjusted by the National Geodetic Survey in June 1991..
 JX0875.WARNING-Repeat measurements at this control monument indicate possible
 JX0875.vertical movement.
 JX0875
 JX0875.The geoid height was determined by GEOID03.
 JX0875
 JX0875.The dynamic height is computed by dividing the NAVD 88
 JX0875.geopotential number by the normal gravity value computed on the
 JX0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0875.degrees latitude (g = 980.6199 gals.).
 JX0875
 JX0875.The modeled gravity was interpolated from observed gravity values.
 JX0875
 JX0875;                    North         East    Units  Estimated Accuracy
 JX0875;SPC WV N     -   102,770.      454,430.      MT  (+/- 180 meters Scaled)
 JX0875
 JX0875                          SUPERSEDED SURVEY CONTROL
 JX0875
 JX0875  NGVD 29 (??/??/92)  190.787  (m)          625.94   (f) ADJ UNCH    1 2
 JX0875
 JX0875.Superseded values are not recommended for survey control.
 JX0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0875.See file dsdata.txt to determine how the superseded data were derived.
 JX0875
 JX0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD835626(NAD 83)
 JX0875_MARKER: DB = BENCH MARK DISK
 JX0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0875_STAMPING: F 134 1957
 JX0875_MARK LOGO: CGS   
 JX0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0875+STABILITY: SURFACE MOTION
 JX0875
 JX0875  HISTORY     - Date     Condition        Report By
 JX0875  HISTORY     - 1957     MONUMENTED       CGS
 JX0875  HISTORY     - 1983     GOOD             NGS
 JX0875
 JX0875                          STATION DESCRIPTION
 JX0875
 JX0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0875'1.6 MI NE FROM ST MARYS.
 JX0875'ABOUT 1.55 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0875'FROM THE STATION AT ST. MARYS, NEAR THE PROPERTY OF R.L. CROSSER,
 JX0875'20 FEET SOUTHEAST OF SOUTHEAST RAIL, 169 FEET NORTHWEST OF CENTER
 JX0875'LINE OF STATE HIGHWAY 2, 38 FEET NORTHWEST OF WEST CORNER OF A
 JX0875'TILE BLOCK WELL HOUSE, 55 FEET EAST AND ACROSS TRACK FROM
 JX0875'TELEPHONE POLE NO 2655, 1 1/2 FEET NORTHWEST OF WEST CORNER OF A
 JX0875'TILE BLOCK RETAINING WALL AROUND PROPERTY OF R.L. CROSSER, 2
 JX0875'FEET SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 JX0875'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX0875'4 INCHES.
 JX0875
 JX0875                          STATION RECOVERY (1983)
 JX0875
 JX0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0875'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE WITH
 JX0875'THE FOLLOWING CORRECTIONS.  THE CONCRETE WITNESS POST HAS BEEN BROKEN
 JX0875'OFF AND ONLY THE BOTTOM PORTION REMAINS, THE PROPERTY OF R.L. CROSSER
 JX0875'IS NOW IN RUINS, AND THE MARK IS NOW RECESSED 0.18 METER (0.6 FT).
 JX0875'THE MARK IS 0.40 METERS  NNE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0385 ***********************************************************************
 JX0385  DESIGNATION -  F 135
 JX0385  PID         -  JX0385
 JX0385  STATE/COUNTY-  WV/TYLER
 JX0385  USGS QUAD   -  SHIRLEY (1989)
 JX0385
 JX0385                         *CURRENT SURVEY CONTROL
 JX0385  ___________________________________________________________________
 JX0385* NAD 83(1986)-  39 25 32.     (N)    080 48 20.     (W)     SCALED    
 JX0385* NAVD 88     -       220.971  (meters)     724.97   (feet)  ADJUSTED  
 JX0385  ___________________________________________________________________
 JX0385  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JX0385  DYNAMIC HT  -         220.838 (meters)     724.53  (feet)  COMP
 JX0385  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 JX0385
 JX0385  VERT ORDER  -  SECOND    CLASS 0
 JX0385
 JX0385.The horizontal coordinates were scaled from a topographic map and have
 JX0385.an estimated accuracy of +/- 6 seconds.
 JX0385
 JX0385.The orthometric height was determined by differential leveling
 JX0385.and adjusted by the National Geodetic Survey in June 1991..
 JX0385
 JX0385.The geoid height was determined by GEOID03.
 JX0385
 JX0385.The dynamic height is computed by dividing the NAVD 88
 JX0385.geopotential number by the normal gravity value computed on the
 JX0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0385.degrees latitude (g = 980.6199 gals.).
 JX0385
 JX0385.The modeled gravity was interpolated from observed gravity values.
 JX0385
 JX0385;                    North         East    Units  Estimated Accuracy
 JX0385;SPC WV N     -   103,570.      487,600.      MT  (+/- 180 meters Scaled)
 JX0385
 JX0385                          SUPERSEDED SURVEY CONTROL
 JX0385
 JX0385  NGVD 29 (??/??/92)  221.134  (m)          725.50   (f) ADJ UNCH    2 0
 JX0385
 JX0385.Superseded values are not recommended for survey control.
 JX0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0385.See file dsdata.txt to determine how the superseded data were derived.
 JX0385
 JX0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND167640(NAD 83)
 JX0385_MARKER: DB = BENCH MARK DISK
 JX0385_SETTING: 66 = SET IN ROCK OUTCROP
 JX0385_SP_SET: SHELF
 JX0385_STAMPING: F 135 1957
 JX0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0385+STABILITY: POSITION/ELEVATION WELL
 JX0385
 JX0385  HISTORY     - Date     Condition        Report By
 JX0385  HISTORY     - 1957     MONUMENTED       CGS
 JX0385
 JX0385                          STATION DESCRIPTION
 JX0385
 JX0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0385'1.7 MI SE FROM TYLER.
 JX0385'ABOUT 1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE
 JX0385'JUNCTION OF STATE HIGHWAY 18 AT TYLER, IN THE TOP OF A SHELF
 JX0385'ON THE SOUTHWEST SIDE OF A ROCK OUTCROP ABOUT 20 BY 7 FEET,
 JX0385'33 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 69 FEET NORTHEAST
 JX0385'AND ACROSS HIGHWAY FROM NORTH CORNER OF FENCE AROUND SOUTH
 JX0385'PENN. NATURAL GAS PUMPING STATION, 42 FEET SOUTHEAST OF CENTER
 JX0385'LINE OF A NARROW ROAD NORTHEAST, 12 FEET NORTHEAST OF A FENCE
 JX0385'LINE, 4 3/4 FEET NORTHWEST AND ABOUT 1 3/4 FEET BELOW A 12-INCH
 JX0385'TRIANGLE CHISELED IN FACE OF OUTCROP AND ABOUT 5 FEET ABOVE
 JX0385'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0584 ***********************************************************************
 JX0584  DESIGNATION -  F 136
 JX0584  PID         -  JX0584
 JX0584  STATE/COUNTY-  WV/TYLER
 JX0584  USGS QUAD   -  PADEN CITY (1994)
 JX0584
 JX0584                         *CURRENT SURVEY CONTROL
 JX0584  ___________________________________________________________________
 JX0584* NAD 83(1986)-  39 32 14.     (N)    080 57 20.     (W)     SCALED    
 JX0584* NAVD 88     -       238.804  (meters)     783.48   (feet)  ADJUSTED  
 JX0584  ___________________________________________________________________
 JX0584  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JX0584  DYNAMIC HT  -         238.664 (meters)     783.02  (feet)  COMP
 JX0584  MODELED GRAV-     980,034.8   (mgal)                       NAVD 88
 JX0584
 JX0584  VERT ORDER  -  SECOND    CLASS 0
 JX0584
 JX0584.The horizontal coordinates were scaled from a topographic map and have
 JX0584.an estimated accuracy of +/- 6 seconds.
 JX0584
 JX0584.The orthometric height was determined by differential leveling
 JX0584.and adjusted by the National Geodetic Survey in June 1991..
 JX0584
 JX0584.The geoid height was determined by GEOID03.
 JX0584
 JX0584.The dynamic height is computed by dividing the NAVD 88
 JX0584.geopotential number by the normal gravity value computed on the
 JX0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0584.degrees latitude (g = 980.6199 gals.).
 JX0584
 JX0584.The modeled gravity was interpolated from observed gravity values.
 JX0584
 JX0584;                    North         East    Units  Estimated Accuracy
 JX0584;SPC WV N     -   116,160.      474,880.      MT  (+/- 180 meters Scaled)
 JX0584
 JX0584                          SUPERSEDED SURVEY CONTROL
 JX0584
 JX0584  NGVD 29 (??/??/92)  238.962  (m)          783.99   (f) ADJ UNCH    2 0
 JX0584
 JX0584.Superseded values are not recommended for survey control.
 JX0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0584.See file dsdata.txt to determine how the superseded data were derived.
 JX0584
 JX0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND038763(NAD 83)
 JX0584_MARKER: DB = BENCH MARK DISK
 JX0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0584_SP_SET: CULVERT
 JX0584_STAMPING: F 136 1957
 JX0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0584
 JX0584  HISTORY     - Date     Condition        Report By
 JX0584  HISTORY     - 1957     MONUMENTED       CGS
 JX0584  HISTORY     - 1983     GOOD             NGS
 JX0584
 JX0584                          STATION DESCRIPTION
 JX0584
 JX0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0584'3.6 MI SE FROM SISTERVILLE.
 JX0584'ABOUT 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE POST
 JX0584'OFFICE AT SISTERVILLE, AT PURSLEY, AT THE JUNCTION OF HIGHWAY
 JX0584'AND A GRAVEL ROAD SOUTHWEST, IN THE TOP OF SOUTH END OF EAST
 JX0584'CONCRETE HEADWALL OF A 9-FOOT CONCRETE CULVERT UNDER HIGHWAY, 17
 JX0584'FEET EAST OF CENTER LINE OF HIGHWAY, 21 FEET NORTHWEST OF CENTER
 JX0584'LINE OF A DIM ROAD NORTHEAST, 1 FOOT NORTH OF SOUTH END OF HEAD
 JX0584'WALL AND SET IN A DRILL HOLE.
 JX0584
 JX0584                          STATION RECOVERY (1983)
 JX0584
 JX0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0425 ***********************************************************************
 JX0425  DESIGNATION -  F 137
 JX0425  PID         -  JX0425
 JX0425  STATE/COUNTY-  WV/TYLER
 JX0425  USGS QUAD   -  SHIRLEY (1989)
 JX0425
 JX0425                         *CURRENT SURVEY CONTROL
 JX0425  ___________________________________________________________________
 JX0425* NAD 83(1986)-  39 28 41.     (N)    080 46 02.     (W)     SCALED    
 JX0425* NAVD 88     -       264.563  (meters)     867.99   (feet)  ADJUSTED  
 JX0425  ___________________________________________________________________
 JX0425  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JX0425  DYNAMIC HT  -         264.408 (meters)     867.48  (feet)  COMP
 JX0425  MODELED GRAV-     980,032.0   (mgal)                       NAVD 88
 JX0425
 JX0425  VERT ORDER  -  SECOND    CLASS 0
 JX0425
 JX0425.The horizontal coordinates were scaled from a topographic map and have
 JX0425.an estimated accuracy of +/- 6 seconds.
 JX0425
 JX0425.The orthometric height was determined by differential leveling
 JX0425.and adjusted by the National Geodetic Survey in June 1991..
 JX0425
 JX0425.The geoid height was determined by GEOID03.
 JX0425
 JX0425.The dynamic height is computed by dividing the NAVD 88
 JX0425.geopotential number by the normal gravity value computed on the
 JX0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0425.degrees latitude (g = 980.6199 gals.).
 JX0425
 JX0425.The modeled gravity was interpolated from observed gravity values.
 JX0425
 JX0425;                    North         East    Units  Estimated Accuracy
 JX0425;SPC WV N     -   109,350.      490,980.      MT  (+/- 180 meters Scaled)
 JX0425
 JX0425                          SUPERSEDED SURVEY CONTROL
 JX0425
 JX0425  NGVD 29 (??/??/92)  264.725  (m)          868.52   (f) ADJ UNCH    2 0
 JX0425
 JX0425.Superseded values are not recommended for survey control.
 JX0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0425.See file dsdata.txt to determine how the superseded data were derived.
 JX0425
 JX0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND200698(NAD 83)
 JX0425_MARKER: DB = BENCH MARK DISK
 JX0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0425_STAMPING: F 137 1957
 JX0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0425+STABILITY: SURFACE MOTION
 JX0425
 JX0425  HISTORY     - Date     Condition        Report By
 JX0425  HISTORY     - 1957     MONUMENTED       CGS
 JX0425
 JX0425                          STATION DESCRIPTION
 JX0425
 JX0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0425'5 MI NE FROM BLUE.
 JX0425'ABOUT 1.0 MILE EAST ALONG INDIAN CREEK ROAD FROM THE JUNCTION OF
 JX0425'STATE HIGHWAY 18 AT BLUE, THENCE ABOUT 4.0 MILES NORTHEAST ALONG BIG
 JX0425'RUN ROAD, ABOUT 0.45 MILE NORTHEAST OF AVONDALE SCHOOL, 23 FEET
 JX0425'SOUTHEAST OF CENTER LINE OF ROAD, 94 1/2 FEET NORTHEAST OF A WELL
 JX0425'WITH IRON PUMP, 51 FEET WEST OF A 30-INCH RED OAK TREE, 34 1/2 FEET
 JX0425'WEST-SOUTHWEST OF A 16-INCH HICKORY TREE, 1 FOOT NORTHWEST OF
 JX0425'A FENCE LINE, 140 FEET EAST AND ACROSS ROAD FROM A 10-INCH PIPE
 JX0425'LINE MARKER POST NO. 1131, 23 FEET EAST OF CENTER OF SOUTHEAST END
 JX0425'OF A PIPE CULVERT FOR DRY WASH, 13 1/2 FEET SOUTHWEST OF CENTER
 JX0425'OF A GATE, 2 FEET SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT
 JX0425'1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX0425'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0484 ***********************************************************************
 JX0484  DESIGNATION -  F 138
 JX0484  PID         -  JX0484
 JX0484  STATE/COUNTY-  WV/MARSHALL
 JX0484  USGS QUAD   -  POWHATAN POINT (1984)
 JX0484
 JX0484                         *CURRENT SURVEY CONTROL
 JX0484  ___________________________________________________________________
 JX0484* NAD 83(1986)-  39 50 34.     (N)    080 49 07.     (W)     SCALED    
 JX0484* NAVD 88     -       200.182  (meters)     656.76   (feet)  ADJUSTED  
 JX0484  ___________________________________________________________________
 JX0484  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JX0484  DYNAMIC HT  -         200.070 (meters)     656.40  (feet)  COMP
 JX0484  MODELED GRAV-     980,063.6   (mgal)                       NAVD 88
 JX0484
 JX0484  VERT ORDER  -  FIRST     CLASS II
 JX0484
 JX0484.The horizontal coordinates were scaled from a topographic map and have
 JX0484.an estimated accuracy of +/- 6 seconds.
 JX0484
 JX0484.The orthometric height was determined by differential leveling
 JX0484.and adjusted by the National Geodetic Survey in June 1991..
 JX0484
 JX0484.The geoid height was determined by GEOID03.
 JX0484
 JX0484.The dynamic height is computed by dividing the NAVD 88
 JX0484.geopotential number by the normal gravity value computed on the
 JX0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0484.degrees latitude (g = 980.6199 gals.).
 JX0484
 JX0484.The modeled gravity was interpolated from observed gravity values.
 JX0484
 JX0484;                    North         East    Units  Estimated Accuracy
 JX0484;SPC WV N     -   149,900.      487,150.      MT  (+/- 180 meters Scaled)
 JX0484
 JX0484                          SUPERSEDED SURVEY CONTROL
 JX0484
 JX0484  NGVD 29 (??/??/92)  200.345  (m)          657.30   (f) ADJ UNCH    1 2
 JX0484
 JX0484.Superseded values are not recommended for survey control.
 JX0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0484.See file dsdata.txt to determine how the superseded data were derived.
 JX0484
 JX0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE155103(NAD 83)
 JX0484_MARKER: DB = BENCH MARK DISK
 JX0484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0484_SP_SET: BUILDING
 JX0484_STAMPING: F 138 1957
 JX0484_MARK LOGO: CGS   
 JX0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0484
 JX0484  HISTORY     - Date     Condition        Report By
 JX0484  HISTORY     - 1957     MONUMENTED       CGS
 JX0484  HISTORY     - 1983     GOOD             NGS
 JX0484
 JX0484                          STATION DESCRIPTION
 JX0484
 JX0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0484'2.6 MI N FROM WOODLANDS.
 JX0484'ABOUT 2.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0484'THE BRIDGE OVER FISH CREEK AT WOODLANDS, AT THE KAMMER PLANT OF
 JX0484'THE OHIO POWER COMPANY AT CRESAP, ABOUT 50 YARDS SOUTHEAST OF
 JX0484'THE TRACK, SET VERTICALLY IN THE NORTHWEST FACE AND NEAR THE NORTH
 JX0484'CORNER OF CONCRETE FOUNDATION OF A TILE BUILDING (PRESENTLY UNDER
 JX0484'CONSTRUCTION BUT PROBABLY THE OFFICE BUILDING), 1/2 FOOT SOUTHWEST
 JX0484'OF NORTH CORNER OF BUILDING AND ABOUT 1 INCH ABOVE GROUND.
 JX0484
 JX0484                          STATION RECOVERY (1983)
 JX0484
 JX0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0652 ***********************************************************************
 JX0652  DESIGNATION -  F 139
 JX0652  PID         -  JX0652
 JX0652  STATE/COUNTY-  WV/TYLER
 JX0652  USGS QUAD   -  PORTERS FALLS (1976)
 JX0652
 JX0652                         *CURRENT SURVEY CONTROL
 JX0652  ___________________________________________________________________
 JX0652* NAD 83(1986)-  39 32 20.     (N)    080 49 55.     (W)     SCALED    
 JX0652* NAVD 88     -       251.780  (meters)     826.05   (feet)  ADJUSTED  
 JX0652  ___________________________________________________________________
 JX0652  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JX0652  DYNAMIC HT  -         251.634 (meters)     825.57  (feet)  COMP
 JX0652  MODELED GRAV-     980,037.4   (mgal)                       NAVD 88
 JX0652
 JX0652  VERT ORDER  -  SECOND    CLASS 0
 JX0652
 JX0652.The horizontal coordinates were scaled from a topographic map and have
 JX0652.an estimated accuracy of +/- 6 seconds.
 JX0652
 JX0652.The orthometric height was determined by differential leveling
 JX0652.and adjusted by the National Geodetic Survey in June 1991..
 JX0652
 JX0652.The geoid height was determined by GEOID03.
 JX0652
 JX0652.The dynamic height is computed by dividing the NAVD 88
 JX0652.geopotential number by the normal gravity value computed on the
 JX0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0652.degrees latitude (g = 980.6199 gals.).
 JX0652
 JX0652.The modeled gravity was interpolated from observed gravity values.
 JX0652
 JX0652;                    North         East    Units  Estimated Accuracy
 JX0652;SPC WV N     -   116,180.      485,510.      MT  (+/- 180 meters Scaled)
 JX0652
 JX0652                          SUPERSEDED SURVEY CONTROL
 JX0652
 JX0652  NGVD 29 (??/??/92)  251.942  (m)          826.58   (f) ADJ UNCH    2 0
 JX0652
 JX0652.Superseded values are not recommended for survey control.
 JX0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0652.See file dsdata.txt to determine how the superseded data were derived.
 JX0652
 JX0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND144765(NAD 83)
 JX0652_MARKER: DB = BENCH MARK DISK
 JX0652_SETTING: 66 = SET IN ROCK OUTCROP
 JX0652_SP_SET: ROCK PROJECTION
 JX0652_STAMPING: F 139 1957
 JX0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0652+STABILITY: POSITION/ELEVATION WELL
 JX0652
 JX0652  HISTORY     - Date     Condition        Report By
 JX0652  HISTORY     - 1957     MONUMENTED       CGS
 JX0652
 JX0652                          STATION DESCRIPTION
 JX0652
 JX0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0652'4.9 MI NW FROM KIDWELL.
 JX0652'ABOUT 3.25 MILES EAST ALONG ELK CREEK ROAD FROM THE CHURCH AND
 JX0652'CEMETERY AT KIDWELL, THENCE ABOUT 1.65 MILES NORTHEAST ALONG BIG
 JX0652'RUN ROAD, AT A POINT WHERE THE OLD ROAD ENTERS CREEK BED, SET
 JX0652'VERTICALLY IN THE EAST FACE OF A ROCK PROJECTION ON WEST SIDE OF
 JX0652'THE CREEK BED, 12 FEET WEST OF CENTER OF CREEK BED, 21 FEET WEST
 JX0652'AND ACROSS CREEK FROM CENTER LINE OF OLD ROAD AND ABOUT 2 1/2
 JX0652'FEET ABOVE LEVEL OF CREEK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1837 ***********************************************************************
 HX1837  DESIGNATION -  F 14
 HX1837  PID         -  HX1837
 HX1837  STATE/COUNTY-  WV/NICHOLAS
 HX1837  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1837
 HX1837                         *CURRENT SURVEY CONTROL
 HX1837  ___________________________________________________________________
 HX1837* NAD 83(1986)-  38 13 36.     (N)    081 09 13.     (W)     SCALED    
 HX1837* NAVD 88     -       216.038  (meters)     708.78   (feet)  ADJUSTED  
 HX1837  ___________________________________________________________________
 HX1837  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HX1837  DYNAMIC HT  -         215.884 (meters)     708.28  (feet)  COMP
 HX1837  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 HX1837
 HX1837  VERT ORDER  -  SECOND    CLASS 0
 HX1837
 HX1837.The horizontal coordinates were scaled from a topographic map and have
 HX1837.an estimated accuracy of +/- 6 seconds.
 HX1837
 HX1837.The orthometric height was determined by differential leveling
 HX1837.and adjusted by the National Geodetic Survey in June 1991..
 HX1837
 HX1837.The geoid height was determined by GEOID03.
 HX1837
 HX1837.The dynamic height is computed by dividing the NAVD 88
 HX1837.geopotential number by the normal gravity value computed on the
 HX1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1837.degrees latitude (g = 980.6199 gals.).
 HX1837
 HX1837.The modeled gravity was interpolated from observed gravity values.
 HX1837
 HX1837;                    North         East    Units  Estimated Accuracy
 HX1837;SPC WV S     -   136,160.      586,550.      MT  (+/- 180 meters Scaled)
 HX1837
 HX1837                          SUPERSEDED SURVEY CONTROL
 HX1837
 HX1837  NGVD 29 (??/??/92)  216.224  (m)          709.39   (f) ADJ UNCH    2 0
 HX1837
 HX1837.Superseded values are not recommended for survey control.
 HX1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1837.See file dsdata.txt to determine how the superseded data were derived.
 HX1837
 HX1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC865309(NAD 83)
 HX1837_MARKER: DB = BENCH MARK DISK
 HX1837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1837_SP_SET: ABUTMENT
 HX1837_STAMPING: F 14 1934
 HX1837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1837
 HX1837  HISTORY     - Date     Condition        Report By
 HX1837  HISTORY     - 1934     MONUMENTED       CGS
 HX1837  HISTORY     - 1961     GOOD             NGS
 HX1837
 HX1837                          STATION DESCRIPTION
 HX1837
 HX1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1837'AT BEECH GLEN.
 HX1837'AT BEECH GLEN, NEAR THE JUNCTION OF THE NEW YORK CENTRAL RAILROAD
 HX1837'AND THE CHESAPEAKE AND OHIO RAILWAY, SET ON TOP OF THE NORTHWEST
 HX1837'END OF THE NORTHEAST CONCRETE ABUTMENT OF THE CHESAPEAKE AND
 HX1837'OHIO RAILWAY BRIDGE OVER THE GAULEY RIVER, (ALSO USED FOR A ROAD
 HX1837'ACROSS THE RIVER), 15 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 HX1837'MAIN TRACK, 1 FOOT SOUTHEAST OF THE NORTHWEST END AND 8 FEET BELOW
 HX1837'THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0333 ***********************************************************************
 JX0333  DESIGNATION -  F 140
 JX0333  PID         -  JX0333
 JX0333  STATE/COUNTY-  WV/TYLER
 JX0333  USGS QUAD   -  SHIRLEY (1989)
 JX0333
 JX0333                         *CURRENT SURVEY CONTROL
 JX0333  ___________________________________________________________________
 JX0333* NAD 83(1986)-  39 28 38.     (N)    080 51 08.     (W)     SCALED    
 JX0333* NAVD 88     -       214.492  (meters)     703.71   (feet)  ADJUSTED  
 JX0333  ___________________________________________________________________
 JX0333  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX0333  DYNAMIC HT  -         214.364 (meters)     703.29  (feet)  COMP
 JX0333  MODELED GRAV-     980,025.3   (mgal)                       NAVD 88
 JX0333
 JX0333  VERT ORDER  -  SECOND    CLASS 0
 JX0333
 JX0333.The horizontal coordinates were scaled from a topographic map and have
 JX0333.an estimated accuracy of +/- 6 seconds.
 JX0333
 JX0333.The orthometric height was determined by differential leveling
 JX0333.and adjusted by the National Geodetic Survey in June 1991..
 JX0333
 JX0333.The geoid height was determined by GEOID03.
 JX0333
 JX0333.The dynamic height is computed by dividing the NAVD 88
 JX0333.geopotential number by the normal gravity value computed on the
 JX0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0333.degrees latitude (g = 980.6199 gals.).
 JX0333
 JX0333.The modeled gravity was interpolated from observed gravity values.
 JX0333
 JX0333;                    North         East    Units  Estimated Accuracy
 JX0333;SPC WV N     -   109,360.      483,660.      MT  (+/- 180 meters Scaled)
 JX0333
 JX0333                          SUPERSEDED SURVEY CONTROL
 JX0333
 JX0333  NGVD 29 (??/??/92)  214.655  (m)          704.25   (f) ADJ UNCH    2 0
 JX0333
 JX0333.Superseded values are not recommended for survey control.
 JX0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0333.See file dsdata.txt to determine how the superseded data were derived.
 JX0333
 JX0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND127697(NAD 83)
 JX0333_MARKER: DB = BENCH MARK DISK
 JX0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0333_SP_SET: BRIDGE
 JX0333_STAMPING: F 140 1957
 JX0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0333
 JX0333  HISTORY     - Date     Condition        Report By
 JX0333  HISTORY     - 1957     MONUMENTED       CGS
 JX0333
 JX0333                          STATION DESCRIPTION
 JX0333
 JX0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0333'4 MI SE FROM MIDDLEBOURNE.
 JX0333'ABOUT 4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE
 JX0333'COURT HOUSE AT MIDDLEBOURNE, AT THE JUNCTION OF A ROAD LEADING
 JX0333'SOUTHEAST, IN THE TOP OF THE SOUTHWEST END OF NORTHWEST ABUTMENT
 JX0333'OF A 150-FOOT BRIDGE OVER ISLAND CREEK ON ROAD SOUTHEAST, 96
 JX0333'FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 9 FEET SOUTHWEST
 JX0333'OF CENTER LINE OF ROAD SOUTHEAST AND ABOUT 1 FOOT BELOW LEVEL
 JX0333'OF ROAD SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1059 ***********************************************************************
 JX1059  DESIGNATION -  F 141
 JX1059  PID         -  JX1059
 JX1059  STATE/COUNTY-  WV/TYLER
 JX1059  USGS QUAD   -  BENS RUN (1994)
 JX1059
 JX1059                         *CURRENT SURVEY CONTROL
 JX1059  ___________________________________________________________________
 JX1059* NAD 83(1986)-  39 24 19.     (N)    081 00 07.     (W)     SCALED    
 JX1059* NAVD 88     -       245.398  (meters)     805.11   (feet)  ADJUSTED  
 JX1059  ___________________________________________________________________
 JX1059  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JX1059  DYNAMIC HT  -         245.249 (meters)     804.62  (feet)  COMP
 JX1059  MODELED GRAV-     980,017.3   (mgal)                       NAVD 88
 JX1059
 JX1059  VERT ORDER  -  SECOND    CLASS 0
 JX1059
 JX1059.The horizontal coordinates were scaled from a topographic map and have
 JX1059.an estimated accuracy of +/- 6 seconds.
 JX1059
 JX1059.The orthometric height was determined by differential leveling
 JX1059.and adjusted by the National Geodetic Survey in June 1991..
 JX1059
 JX1059.The geoid height was determined by GEOID03.
 JX1059
 JX1059.The dynamic height is computed by dividing the NAVD 88
 JX1059.geopotential number by the normal gravity value computed on the
 JX1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1059.degrees latitude (g = 980.6199 gals.).
 JX1059
 JX1059.The modeled gravity was interpolated from observed gravity values.
 JX1059
 JX1059;                    North         East    Units  Estimated Accuracy
 JX1059;SPC WV N     -   101,580.      470,650.      MT  (+/- 180 meters Scaled)
 JX1059
 JX1059                          SUPERSEDED SURVEY CONTROL
 JX1059
 JX1059  NGVD 29 (??/??/92)  245.568  (m)          805.67   (f) ADJ UNCH    2 0
 JX1059
 JX1059.Superseded values are not recommended for survey control.
 JX1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1059.See file dsdata.txt to determine how the superseded data were derived.
 JX1059
 JX1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD998617(NAD 83)
 JX1059_MARKER: DB = BENCH MARK DISK
 JX1059_SETTING: 66 = SET IN ROCK OUTCROP
 JX1059_SP_SET: ROCK CUT
 JX1059_STAMPING: F 141 1957
 JX1059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1059+STABILITY: POSITION/ELEVATION WELL
 JX1059
 JX1059  HISTORY     - Date     Condition        Report By
 JX1059  HISTORY     - 1957     MONUMENTED       CGS
 JX1059
 JX1059                          STATION DESCRIPTION
 JX1059
 JX1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1059'0.2 MI S FROM MEADVILLE.
 JX1059'ABOUT 0.25 MILE SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 JX1059'BLACK TOP ROAD AT MEADVILLE, IN THE TOP OF OUTCROPPING LEDGE OF
 JX1059'A ROCK CUT, 22 FEET NORTHWEST OF CENTER LINE OF ROAD, 64 FEET
 JX1059'NORTHEAST OF NORTHWEST END OF A 24-INCH PIPE CULVERT UNDER ROAD,
 JX1059'3 1/2 FEET SOUTHWEST OF A 12-INCH TRIANGLE CHISELED IN FACE
 JX1059'OF LEDGE AND 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0344 ***********************************************************************
 JX0344  DESIGNATION -  F 142
 JX0344  PID         -  JX0344
 JX0344  STATE/COUNTY-  WV/TYLER
 JX0344  USGS QUAD   -  WEST UNION (1987)
 JX0344
 JX0344                         *CURRENT SURVEY CONTROL
 JX0344  ___________________________________________________________________
 JX0344* NAD 83(1986)-  39 21 42.     (N)    080 51 30.     (W)     SCALED    
 JX0344* NAVD 88     -       227.045  (meters)     744.90   (feet)  ADJUSTED  
 JX0344  ___________________________________________________________________
 JX0344  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JX0344  DYNAMIC HT  -         226.906 (meters)     744.44  (feet)  COMP
 JX0344  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 JX0344
 JX0344  VERT ORDER  -  SECOND    CLASS 0
 JX0344
 JX0344.The horizontal coordinates were scaled from a topographic map and have
 JX0344.an estimated accuracy of +/- 6 seconds.
 JX0344
 JX0344.The orthometric height was determined by differential leveling
 JX0344.and adjusted by the National Geodetic Survey in June 1991..
 JX0344
 JX0344.The geoid height was determined by GEOID03.
 JX0344
 JX0344.The dynamic height is computed by dividing the NAVD 88
 JX0344.geopotential number by the normal gravity value computed on the
 JX0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0344.degrees latitude (g = 980.6199 gals.).
 JX0344
 JX0344.The modeled gravity was interpolated from observed gravity values.
 JX0344
 JX0344;                    North         East    Units  Estimated Accuracy
 JX0344;SPC WV N     -    96,540.      482,940.      MT  (+/- 180 meters Scaled)
 JX0344
 JX0344                          SUPERSEDED SURVEY CONTROL
 JX0344
 JX0344  NGVD 29 (??/??/92)  227.209  (m)          745.43   (f) ADJ UNCH    2 0
 JX0344
 JX0344.Superseded values are not recommended for survey control.
 JX0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0344.See file dsdata.txt to determine how the superseded data were derived.
 JX0344
 JX0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND122569(NAD 83)
 JX0344_MARKER: DB = BENCH MARK DISK
 JX0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0344_STAMPING: F 142 1957
 JX0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0344+STABILITY: SURFACE MOTION
 JX0344
 JX0344  HISTORY     - Date     Condition        Report By
 JX0344  HISTORY     - 1957     MONUMENTED       CGS
 JX0344
 JX0344                          STATION DESCRIPTION
 JX0344
 JX0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0344'6.8 MI S FROM TYLER.
 JX0344'ABOUT 6.75 MILES SOUTHWEST AND SOUTHEAST ALONG STATE HIGHWAY
 JX0344'18 FROM THE JUNCTION OF STATE HIGHWAY 23 AT TYLER, ABOUT
 JX0344'1.65 MILES SOUTHEAST OF JUNCTION OF STATE HIGHWAY 74, 0.95
 JX0344'MILE SOUTHEAST OF A BRIDGE OVER MIDDLE ISLAND CREEK, 30 FEET
 JX0344'SOUTHEAST OF CENTER LINE OF HIGHWAY, 59 FEET SOUTHWEST OF
 JX0344'SOUTHEAST END OF A 36-METAL PIPE CULVERT UNDER HIGHWAY, 32 FEET
 JX0344'NORTH-NORTHEAST OF A TELEPHONE POLE, 33 FEET NORTHEAST OF A
 JX0344'FENCE CORNER, 1 FOOT NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST
 JX0344'OF A CONCRETE WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF
 JX0344'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0327 ***********************************************************************
 GY0327  DESIGNATION -  F 143
 GY0327  PID         -  GY0327
 GY0327  STATE/COUNTY-  WV/MINGO
 GY0327  USGS QUAD   -  MYRTLE (1976)
 GY0327
 GY0327                         *CURRENT SURVEY CONTROL
 GY0327  ___________________________________________________________________
 GY0327* NAD 83(1986)-  37 46 18.     (N)    082 14 14.     (W)     SCALED    
 GY0327* NAVD 88     -       198.084  (meters)     649.88   (feet)  ADJUSTED  
 GY0327  ___________________________________________________________________
 GY0327  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GY0327  DYNAMIC HT  -         197.939 (meters)     649.40  (feet)  COMP
 GY0327  MODELED GRAV-     979,891.2   (mgal)                       NAVD 88
 GY0327
 GY0327  VERT ORDER  -  SECOND    CLASS 0
 GY0327
 GY0327.The horizontal coordinates were scaled from a topographic map and have
 GY0327.an estimated accuracy of +/- 6 seconds.
 GY0327
 GY0327.The orthometric height was determined by differential leveling
 GY0327.and adjusted by the National Geodetic Survey in June 1991..
 GY0327
 GY0327.The geoid height was determined by GEOID03.
 GY0327
 GY0327.The dynamic height is computed by dividing the NAVD 88
 GY0327.geopotential number by the normal gravity value computed on the
 GY0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0327.degrees latitude (g = 980.6199 gals.).
 GY0327
 GY0327.The modeled gravity was interpolated from observed gravity values.
 GY0327
 GY0327;                    North         East    Units  Estimated Accuracy
 GY0327;SPC WV S     -    86,370.      491,000.      MT  (+/- 180 meters Scaled)
 GY0327
 GY0327                          SUPERSEDED SURVEY CONTROL
 GY0327
 GY0327  NGVD 29 (??/??/92)  198.308  (m)          650.62   (f) ADJ UNCH    2 0
 GY0327
 GY0327.Superseded values are not recommended for survey control.
 GY0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0327.See file dsdata.txt to determine how the superseded data were derived.
 GY0327
 GY0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB910812(NAD 83)
 GY0327_MARKER: DB = BENCH MARK DISK
 GY0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0327_SP_SET: BRIDGE
 GY0327_STAMPING: F 143 1957
 GY0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0327
 GY0327  HISTORY     - Date     Condition        Report By
 GY0327  HISTORY     - 1957     MONUMENTED       CGS
 GY0327
 GY0327                          STATION DESCRIPTION
 GY0327
 GY0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0327'0.2 MI S FROM BELO.
 GY0327'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 65 S FROM THE JUNCTION
 GY0327'OF STATE HIGHWAY 65 AT BELO, SET VERTICALLY IN EAST FACE OF WEST
 GY0327'CONCRETE ABUTMENT OF NORFOLK AND WESTERN RAILWAY BRIDGE NO. 784
 GY0327'OVER HIGHWAY AND PIGEON CREEK, 11 FEET WEST OF CENTER LINE OF
 GY0327'HIGHWAY, 13 FEET SOUTH OF NORTH END OF ABUTMENT AND 2 1/2 FEET
 GY0327'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0233 ***********************************************************************
 GY0233  DESIGNATION -  F 144
 GY0233  PID         -  GY0233
 GY0233  STATE/COUNTY-  WV/LOGAN
 GY0233  USGS QUAD   -  HOLDEN (1989)
 GY0233
 GY0233                         *CURRENT SURVEY CONTROL
 GY0233  ___________________________________________________________________
 GY0233* NAD 83(1986)-  37 48 47.     (N)    082 04 07.     (W)     SCALED    
 GY0233* NAVD 88     -       247.976  (meters)     813.57   (feet)  ADJUSTED  
 GY0233  ___________________________________________________________________
 GY0233  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GY0233  DYNAMIC HT  -         247.794 (meters)     812.97  (feet)  COMP
 GY0233  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 GY0233
 GY0233  VERT ORDER  -  SECOND    CLASS 0
 GY0233
 GY0233.The horizontal coordinates were scaled from a topographic map and have
 GY0233.an estimated accuracy of +/- 6 seconds.
 GY0233
 GY0233.The orthometric height was determined by differential leveling
 GY0233.and adjusted by the National Geodetic Survey in June 1991..
 GY0233
 GY0233.The geoid height was determined by GEOID03.
 GY0233
 GY0233.The dynamic height is computed by dividing the NAVD 88
 GY0233.geopotential number by the normal gravity value computed on the
 GY0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0233.degrees latitude (g = 980.6199 gals.).
 GY0233
 GY0233.The modeled gravity was interpolated from observed gravity values.
 GY0233
 GY0233;                    North         East    Units  Estimated Accuracy
 GY0233;SPC WV S     -    90,780.      505,910.      MT  (+/- 180 meters Scaled)
 GY0233
 GY0233                          SUPERSEDED SURVEY CONTROL
 GY0233
 GY0233  NGVD 29 (??/??/92)  248.192  (m)          814.28   (f) ADJ UNCH    2 0
 GY0233
 GY0233.Superseded values are not recommended for survey control.
 GY0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0233.See file dsdata.txt to determine how the superseded data were derived.
 GY0233
 GY0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB059856(NAD 83)
 GY0233_MARKER: DB = BENCH MARK DISK
 GY0233_SETTING: 66 = SET IN ROCK OUTCROP
 GY0233_SP_SET: ROCK LEDGE
 GY0233_STAMPING: F 144 1957
 GY0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0233+STABILITY: POSITION/ELEVATION WELL
 GY0233
 GY0233  HISTORY     - Date     Condition        Report By
 GY0233  HISTORY     - 1957     MONUMENTED       CGS
 GY0233
 GY0233                          STATION DESCRIPTION
 GY0233
 GY0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0233'0.8 MI SW FROM HOLDEN.
 GY0233'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGWHAY 65 FROM CENTRAL
 GY0233'SCHOOL AT HOLDEN, ABOUT 0.5 MILE NORTHEAST OF MINE NO. 21
 GY0233'FREEWILL BAPTIST CHURCH, SET IN THE TOP OF A SMALL SHELF ON A
 GY0233'PROMINENT ROCK LEDGE, 78 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 GY0233'80 1/2 FEET SOUTHEAST OF SOUTH END OF WEST ABUTMENT OF AN 18-FOOT
 GY0233'HIGHWAY BRIDGE, 19 1/2 FEET SOUTHEAST OF SOUTHWEST CORNER OF A
 GY0233'BUILDING WITH AUTOMATIC POWER SUB-STATION, 5 FEET NORTHWEST AND
 GY0233'5 FEET BELOW A 12-INCH TRIANGLE CHISELED IN FACE OF LEDGE AND
 GY0233'ABOUT 3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0204 ***********************************************************************
 GY0204  DESIGNATION -  F 145
 GY0204  PID         -  GY0204
 GY0204  STATE/COUNTY-  WV/MINGO
 GY0204  USGS QUAD   -  MYRTLE (1976)
 GY0204
 GY0204                         *CURRENT SURVEY CONTROL
 GY0204  ___________________________________________________________________
 GY0204* NAD 83(1986)-  37 51 43.     (N)    082 09 41.     (W)     SCALED    
 GY0204* NAVD 88     -       307.820  (meters)    1009.91   (feet)  ADJUSTED  
 GY0204  ___________________________________________________________________
 GY0204  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GY0204  DYNAMIC HT  -         307.592 (meters)    1009.16  (feet)  COMP
 GY0204  MODELED GRAV-     979,880.6   (mgal)                       NAVD 88
 GY0204
 GY0204  VERT ORDER  -  SECOND    CLASS 0
 GY0204
 GY0204.The horizontal coordinates were scaled from a topographic map and have
 GY0204.an estimated accuracy of +/- 6 seconds.
 GY0204
 GY0204.The orthometric height was determined by differential leveling
 GY0204.and adjusted by the National Geodetic Survey in June 1991..
 GY0204
 GY0204.The geoid height was determined by GEOID03.
 GY0204
 GY0204.The dynamic height is computed by dividing the NAVD 88
 GY0204.geopotential number by the normal gravity value computed on the
 GY0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0204.degrees latitude (g = 980.6199 gals.).
 GY0204
 GY0204.The modeled gravity was interpolated from observed gravity values.
 GY0204
 GY0204;                    North         East    Units  Estimated Accuracy
 GY0204;SPC WV S     -    96,310.      497,810.      MT  (+/- 180 meters Scaled)
 GY0204
 GY0204                          SUPERSEDED SURVEY CONTROL
 GY0204
 GY0204  NGVD 29 (??/??/92)  308.032  (m)         1010.60   (f) ADJ UNCH    2 0
 GY0204
 GY0204.Superseded values are not recommended for survey control.
 GY0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0204.See file dsdata.txt to determine how the superseded data were derived.
 GY0204
 GY0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB978911(NAD 83)
 GY0204_MARKER: DB = BENCH MARK DISK
 GY0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0204_SP_SET: STEP
 GY0204_STAMPING: F 145 1957
 GY0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0204
 GY0204  HISTORY     - Date     Condition        Report By
 GY0204  HISTORY     - 1957     MONUMENTED       CGS
 GY0204
 GY0204                          STATION DESCRIPTION
 GY0204
 GY0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0204'1.1 MI SE FROM DINGESS.
 GY0204'ABOUT 1.1 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GY0204'AT DINGESS, IN THE TOP OF THE THIRD STEP FROM THE TOP OF THE
 GY0204'SOUTH SING WALL AT SOUTHEAST END OF A 25-FOOT BRIDGE OVER WEST
 GY0204'FORK OF TWELVEPOLE CREEK, 22 FEET SOUTHWEST OF CENTER LINE OF
 GY0204'ROAD AND ABOUT 4 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0969 ***********************************************************************
 HY0969  DESIGNATION -  F 146
 HY0969  PID         -  HY0969
 HY0969  STATE/COUNTY-  WV/WAYNE
 HY0969  USGS QUAD   -  PRICHARD (1989)
 HY0969
 HY0969                         *CURRENT SURVEY CONTROL
 HY0969  ___________________________________________________________________
 HY0969* NAD 83(1986)-  38 08 32.     (N)    082 32 11.     (W)     SCALED    
 HY0969* NAVD 88     -       247.281  (meters)     811.29   (feet)  ADJUSTED  
 HY0969  ___________________________________________________________________
 HY0969  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HY0969  DYNAMIC HT  -         247.109 (meters)     810.72  (feet)  COMP
 HY0969  MODELED GRAV-     979,925.9   (mgal)                       NAVD 88
 HY0969
 HY0969  VERT ORDER  -  SECOND    CLASS 0
 HY0969
 HY0969.The horizontal coordinates were scaled from a topographic map and have
 HY0969.an estimated accuracy of +/- 6 seconds.
 HY0969
 HY0969.The orthometric height was determined by differential leveling
 HY0969.and adjusted by the National Geodetic Survey in June 1991..
 HY0969
 HY0969.The geoid height was determined by GEOID03.
 HY0969
 HY0969.The dynamic height is computed by dividing the NAVD 88
 HY0969.geopotential number by the normal gravity value computed on the
 HY0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0969.degrees latitude (g = 980.6199 gals.).
 HY0969
 HY0969.The modeled gravity was interpolated from observed gravity values.
 HY0969
 HY0969;                    North         East    Units  Estimated Accuracy
 HY0969;SPC WV S     -   127,890.      465,330.      MT  (+/- 180 meters Scaled)
 HY0969
 HY0969                          SUPERSEDED SURVEY CONTROL
 HY0969
 HY0969  NGVD 29 (??/??/92)  247.497  (m)          812.00   (f) ADJ UNCH    2 0
 HY0969
 HY0969.Superseded values are not recommended for survey control.
 HY0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0969.See file dsdata.txt to determine how the superseded data were derived.
 HY0969
 HY0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC653227(NAD 83)
 HY0969_MARKER: DB = BENCH MARK DISK
 HY0969_SETTING: 66 = SET IN ROCK OUTCROP
 HY0969_SP_SET: ROCK CUT
 HY0969_STAMPING: F 146 1957
 HY0969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0969+STABILITY: POSITION/ELEVATION WELL
 HY0969
 HY0969  HISTORY     - Date     Condition        Report By
 HY0969  HISTORY     - 1957     MONUMENTED       CGS
 HY0969
 HY0969                          STATION DESCRIPTION
 HY0969
 HY0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0969'4.8 MI NE FROM FORT GAY.
 HY0969'ABOUT 4.85 MILES NORTHEAST ALONG STATE HIGHWAY 37 FROM THE SCHOOL
 HY0969'AT FORT GAY, ON THE SOUTHWEST SLOPE OF A LONG CROOKED GRADE,
 HY0969'ABOUT 35 YARDS SOUTH OF A SHARP CURVE WITH TANGENTS EXTENDING
 HY0969'SOUTH AND SOUTHWEST, IN THE TOP OF THE NORTH END OF A LONG LOW
 HY0969'ROCK CUT, 22 FEET EAST OF CENTER LINE OF HIGHWAY, 3 1/2 FEET EAST
 HY0969'OF EAST END OF A 14-INCH PIPE CULVERT WITH CONCRETE HEAD WALLS
 HY0969'UNDER HIGHWAY, 10 3/4 FEET SOUTHEAST OF A CURVE SIGN AND ABOUT
 HY0969'3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0671 ***********************************************************************
 HY0671  DESIGNATION -  F 147
 HY0671  PID         -  HY0671
 HY0671  STATE/COUNTY-  WV/WAYNE
 HY0671  USGS QUAD   -  WAYNE (1987)
 HY0671
 HY0671                         *CURRENT SURVEY CONTROL
 HY0671  ___________________________________________________________________
 HY0671* NAD 83(1986)-  38 07 59.     (N)    082 22 58.     (W)     SCALED    
 HY0671* NAVD 88     -       195.797  (meters)     642.38   (feet)  ADJUSTED  
 HY0671  ___________________________________________________________________
 HY0671  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 HY0671  DYNAMIC HT  -         195.657 (meters)     641.92  (feet)  COMP
 HY0671  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 HY0671
 HY0671  VERT ORDER  -  SECOND    CLASS 0
 HY0671
 HY0671.The horizontal coordinates were scaled from a topographic map and have
 HY0671.an estimated accuracy of +/- 6 seconds.
 HY0671
 HY0671.The orthometric height was determined by differential leveling
 HY0671.and adjusted by the National Geodetic Survey in June 1991..
 HY0671
 HY0671.The geoid height was determined by GEOID03.
 HY0671
 HY0671.The dynamic height is computed by dividing the NAVD 88
 HY0671.geopotential number by the normal gravity value computed on the
 HY0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0671.degrees latitude (g = 980.6199 gals.).
 HY0671
 HY0671.The modeled gravity was interpolated from observed gravity values.
 HY0671
 HY0671;                    North         East    Units  Estimated Accuracy
 HY0671;SPC WV S     -   126,660.      478,780.      MT  (+/- 180 meters Scaled)
 HY0671
 HY0671                          SUPERSEDED SURVEY CONTROL
 HY0671
 HY0671  NGVD 29 (??/??/92)  196.008  (m)          643.07   (f) ADJ UNCH    2 0
 HY0671
 HY0671.Superseded values are not recommended for survey control.
 HY0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0671.See file dsdata.txt to determine how the superseded data were derived.
 HY0671
 HY0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC788214(NAD 83)
 HY0671_MARKER: DB = BENCH MARK DISK
 HY0671_SETTING: 66 = SET IN ROCK OUTCROP
 HY0671_SP_SET: ROCK CUT
 HY0671_STAMPING: F 147 1957
 HY0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0671+STABILITY: POSITION/ELEVATION WELL
 HY0671
 HY0671  HISTORY     - Date     Condition        Report By
 HY0671  HISTORY     - 1957     MONUMENTED       CGS
 HY0671
 HY0671                          STATION DESCRIPTION
 HY0671
 HY0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0671'AT STILTNER.
 HY0671'AT STILTNER, ALONG STATE HIGHWAY 37, AT THE JUNCTION OF A
 HY0671'GRAVEL ROAD LEADING SOUTHWEST AND AT A SHARP CURVE IN THE
 HY0671'HIGHWAY WITH TANGENTS EXTENDING EAST AND NORTHEAST, SET VERTICALLY
 HY0671'IN THE SOUTHEAST FACE OF A LARGE ROCK CUT, 18 FEET NORTHWEST
 HY0671'OF CENTER LINE OF HIGHWAY, 63 FEET NORTHEAST OF EXTENDED CENTER
 HY0671'LINE OF THE TANGENT OF HIGHWAY WHICH LEADS ACROSS BRIDGE OVER
 HY0671'EAST FORK AT TWELVEPOLE CREEK, ABOUT 2 FEET ABOVE GROUND AND
 HY0671'ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0511 ***********************************************************************
 HY0511  DESIGNATION -  F 148
 HY0511  PID         -  HY0511
 HY0511  STATE/COUNTY-  WV/LINCOLN
 HY0511  USGS QUAD   -  BRANCHLAND (1987)
 HY0511
 HY0511                         *CURRENT SURVEY CONTROL
 HY0511  ___________________________________________________________________
 HY0511* NAD 83(1986)-  38 07 43.     (N)    082 11 21.     (W)     SCALED    
 HY0511* NAVD 88     -       180.800  (meters)     593.17   (feet)  ADJUSTED  
 HY0511  ___________________________________________________________________
 HY0511  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HY0511  DYNAMIC HT  -         180.671 (meters)     592.75  (feet)  COMP
 HY0511  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 HY0511
 HY0511  VERT ORDER  -  SECOND    CLASS 0
 HY0511
 HY0511.The horizontal coordinates were scaled from a topographic map and have
 HY0511.an estimated accuracy of +/- 6 seconds.
 HY0511
 HY0511.The orthometric height was determined by differential leveling
 HY0511.and adjusted by the National Geodetic Survey in June 1991..
 HY0511
 HY0511.The geoid height was determined by GEOID03.
 HY0511
 HY0511.The dynamic height is computed by dividing the NAVD 88
 HY0511.geopotential number by the normal gravity value computed on the
 HY0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0511.degrees latitude (g = 980.6199 gals.).
 HY0511
 HY0511.The modeled gravity was interpolated from observed gravity values.
 HY0511
 HY0511;                    North         East    Units  Estimated Accuracy
 HY0511;SPC WV S     -   125,930.      495,750.      MT  (+/- 180 meters Scaled)
 HY0511
 HY0511                          SUPERSEDED SURVEY CONTROL
 HY0511
 HY0511  NGVD 29 (??/??/92)  181.012  (m)          593.87   (f) ADJ UNCH    2 0
 HY0511
 HY0511.Superseded values are not recommended for survey control.
 HY0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0511.See file dsdata.txt to determine how the superseded data were derived.
 HY0511
 HY0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC957207(NAD 83)
 HY0511_MARKER: DB = BENCH MARK DISK
 HY0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0511_SP_SET: CULVERT
 HY0511_STAMPING: F 148 1957
 HY0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0511
 HY0511  HISTORY     - Date     Condition        Report By
 HY0511  HISTORY     - 1957     MONUMENTED       CGS
 HY0511
 HY0511                          STATION DESCRIPTION
 HY0511
 HY0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0511'1 MI NE FROM RANGER.
 HY0511'ABOUT 1.05 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0511'FROM THE STATION AT RANGER, NEAR THE 8TH TELEPHONE POLE
 HY0511'SOUTHWEST OF MILE POST 30, IN THE TOP OF THE NORTHEAST END OF
 HY0511'SOUTHEAST HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT, 40 FEET
 HY0511'SOUTHEAST OF SOUTHEAST RAIL, 1 FOOT SOUTHWEST OF NORTHEAST
 HY0511'END OF HEAD WALL AND ABOUT 20 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0722 ***********************************************************************
 HY0722  DESIGNATION -  F 149
 HY0722  PID         -  HY0722
 HY0722  STATE/COUNTY-  WV/WAYNE
 HY0722  USGS QUAD   -  RADNOR (1989)
 HY0722
 HY0722                         *CURRENT SURVEY CONTROL
 HY0722  ___________________________________________________________________
 HY0722* NAD 83(1986)-  38 07 10.     (N)    082 27 32.     (W)     SCALED    
 HY0722* NAVD 88     -       196.346  (meters)     644.18   (feet)  ADJUSTED  
 HY0722  ___________________________________________________________________
 HY0722  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HY0722  DYNAMIC HT  -         196.207 (meters)     643.72  (feet)  COMP
 HY0722  MODELED GRAV-     979,918.1   (mgal)                       NAVD 88
 HY0722
 HY0722  VERT ORDER  -  SECOND    CLASS 0
 HY0722
 HY0722.The horizontal coordinates were scaled from a topographic map and have
 HY0722.an estimated accuracy of +/- 6 seconds.
 HY0722
 HY0722.The orthometric height was determined by differential leveling
 HY0722.and adjusted by the National Geodetic Survey in June 1991..
 HY0722
 HY0722.The geoid height was determined by GEOID03.
 HY0722
 HY0722.The dynamic height is computed by dividing the NAVD 88
 HY0722.geopotential number by the normal gravity value computed on the
 HY0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0722.degrees latitude (g = 980.6199 gals.).
 HY0722
 HY0722.The modeled gravity was interpolated from observed gravity values.
 HY0722
 HY0722;                    North         East    Units  Estimated Accuracy
 HY0722;SPC WV S     -   125,250.      472,090.      MT  (+/- 180 meters Scaled)
 HY0722
 HY0722                          SUPERSEDED SURVEY CONTROL
 HY0722
 HY0722  NGVD 29 (??/??/92)  196.560  (m)          644.88   (f) ADJ UNCH    2 0
 HY0722
 HY0722.Superseded values are not recommended for survey control.
 HY0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0722.See file dsdata.txt to determine how the superseded data were derived.
 HY0722
 HY0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC721200(NAD 83)
 HY0722_MARKER: DB = BENCH MARK DISK
 HY0722_SETTING: 66 = SET IN ROCK OUTCROP
 HY0722_SP_SET: ROCK CUT
 HY0722_STAMPING: F 149 1957
 HY0722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0722+STABILITY: POSITION/ELEVATION WELL
 HY0722
 HY0722  HISTORY     - Date     Condition        Report By
 HY0722  HISTORY     - 1957     MONUMENTED       CGS
 HY0722
 HY0722                          STATION DESCRIPTION
 HY0722
 HY0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0722'0.6 MI S FROM GENOA.
 HY0722'ABOUT 0.55 MILE SOUTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0722'GENOA, ABOUT 145 YARDS NORTH OF NORTH END OF A 30-FOOT BRIDGE
 HY0722'OVER DRIFT BRANCH, SET VERTICALLY IN THE WEST FACE OF A LONG
 HY0722'LOW ROCK CUT, 18 FEET EAST OF CENTER LINE OF HIGHWAY, 45 FEET
 HY0722'SOUTH OF NORTH END OF ROCK PART OF CUT, 1 FOOT ABOVE GROUND AND
 HY0722'ABOUT 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0027 ***********************************************************************
 HX0027  DESIGNATION -  F 15
 HX0027  PID         -  HX0027
 HX0027  STATE/COUNTY-  WV/RANDOLPH
 HX0027  USGS QUAD   -  SAMP (1995)
 HX0027
 HX0027                         *CURRENT SURVEY CONTROL
 HX0027  ___________________________________________________________________
 HX0027* NAD 83(1986)-  38 32 45.     (N)    080 11 04.     (W)     SCALED    
 HX0027* NAVD 88     -      1137.528  (meters)    3732.04   (feet)  ADJUSTED  
 HX0027  ___________________________________________________________________
 HX0027  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HX0027  DYNAMIC HT  -        1136.577 (meters)    3728.92  (feet)  COMP
 HX0027  MODELED GRAV-     979,751.4   (mgal)                       NAVD 88
 HX0027
 HX0027  VERT ORDER  -  SECOND    CLASS 0
 HX0027
 HX0027.The horizontal coordinates were scaled from a topographic map and have
 HX0027.an estimated accuracy of +/- 6 seconds.
 HX0027
 HX0027.The orthometric height was determined by differential leveling
 HX0027.and adjusted by the National Geodetic Survey in June 1991..
 HX0027
 HX0027.The geoid height was determined by GEOID03.
 HX0027
 HX0027.The dynamic height is computed by dividing the NAVD 88
 HX0027.geopotential number by the normal gravity value computed on the
 HX0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0027.degrees latitude (g = 980.6199 gals.).
 HX0027
 HX0027.The modeled gravity was interpolated from observed gravity values.
 HX0027
 HX0027;                    North         East    Units  Estimated Accuracy
 HX0027;SPC WV S     -   171,890.      671,090.      MT  (+/- 180 meters Scaled)
 HX0027
 HX0027                          SUPERSEDED SURVEY CONTROL
 HX0027
 HX0027.No superseded survey control is available for this station.
 HX0027
 HX0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC710666(NAD 83)
 HX0027_MARKER: DB = BENCH MARK DISK
 HX0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0027_STAMPING: F 15 1934
 HX0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0027+STABILITY: SURFACE MOTION
 HX0027
 HX0027  HISTORY     - Date     Condition        Report By
 HX0027  HISTORY     - 1934     MONUMENTED       CGS
 HX0027  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0027
 HX0027                          STATION DESCRIPTION
 HX0027
 HX0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0027'11 MI W FROM VALLEY HEAD.
 HX0027'11.0 MILES WEST ALONG STATE HIGHWAY 15 FROM VALLEY HEAD, AT
 HX0027'THE APEX OF A SHARP CURVE ON A RAIL FENCE LINE, 7 YARDS SOUTH
 HX0027'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 3 FEET HIGHER THAN
 HX0027'HIGHWAY.  A STANDARD DISK, STAMPED F 15 1934 AND SET IN THE TOP
 HX0027'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0696 ***********************************************************************
 HY0696  DESIGNATION -  F 150
 HY0696  PID         -  HY0696
 HY0696  STATE/COUNTY-  WV/LINCOLN
 HY0696  USGS QUAD   -  BRANCHLAND (1987)
 HY0696
 HY0696                         *CURRENT SURVEY CONTROL
 HY0696  ___________________________________________________________________
 HY0696* NAD 83(1986)-  38 11 37.     (N)    082 13 25.     (W)     SCALED    
 HY0696* NAVD 88     -       190.265  (meters)     624.23   (feet)  ADJUSTED  
 HY0696  ___________________________________________________________________
 HY0696  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY0696  DYNAMIC HT  -         190.129 (meters)     623.78  (feet)  COMP
 HY0696  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 HY0696
 HY0696  VERT ORDER  -  SECOND    CLASS 0
 HY0696
 HY0696.The horizontal coordinates were scaled from a topographic map and have
 HY0696.an estimated accuracy of +/- 6 seconds.
 HY0696
 HY0696.The orthometric height was determined by differential leveling
 HY0696.and adjusted by the National Geodetic Survey in June 1991..
 HY0696
 HY0696.The geoid height was determined by GEOID03.
 HY0696
 HY0696.The dynamic height is computed by dividing the NAVD 88
 HY0696.geopotential number by the normal gravity value computed on the
 HY0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0696.degrees latitude (g = 980.6199 gals.).
 HY0696
 HY0696.The modeled gravity was interpolated from observed gravity values.
 HY0696
 HY0696;                    North         East    Units  Estimated Accuracy
 HY0696;SPC WV S     -   133,180.      492,820.      MT  (+/- 180 meters Scaled)
 HY0696
 HY0696                          SUPERSEDED SURVEY CONTROL
 HY0696
 HY0696  NGVD 29 (??/??/92)  190.469  (m)          624.90   (f) ADJ UNCH    2 0
 HY0696
 HY0696.Superseded values are not recommended for survey control.
 HY0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0696.See file dsdata.txt to determine how the superseded data were derived.
 HY0696
 HY0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC928280(NAD 83)
 HY0696_MARKER: DB = BENCH MARK DISK
 HY0696_SETTING: 66 = SET IN ROCK OUTCROP
 HY0696_SP_SET: ROCK CUT
 HY0696_STAMPING: F 150 1957
 HY0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0696+STABILITY: POSITION/ELEVATION WELL
 HY0696
 HY0696  HISTORY     - Date     Condition        Report By
 HY0696  HISTORY     - 1957     MONUMENTED       CGS
 HY0696
 HY0696                          STATION DESCRIPTION
 HY0696
 HY0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0696'3.1 MI SW FROM BRANCHLAND.
 HY0696'ABOUT 3.1 MILES SOUTHWEST ALONG A BLACK-TOP ROAD FROM THE GRADE
 HY0696'SCHOOL AT BRANCHLAND, ABOUT 0.8 MILE SOUTHWEST OF A 45-FOOT
 HY0696'BRIDGE OVER FOURMILE CREEK, 0.7 MILE NORTHEAST OF A 25-FOOT
 HY0696'BRIDGE OVER FOURMILE CREEK, SET VERTICALLY IN THE WEST
 HY0696'FACE OF A LONG LOW CUT, 19 FEET EAST OF CENTER LINE OF ROAD,
 HY0696'102 FEET SOUTH OF EAST END OF AN 18-INCH PIPE CULVERT AND CENTER
 HY0696'OF A SMALL RAVINE, 54 FEET SOUTH OF NORTH END OF CUT, 1 1/2
 HY0696'FEET ABOVE GROUND AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2183 ***********************************************************************
 HX2183  DESIGNATION -  F 151
 HX2183  PID         -  HX2183
 HX2183  STATE/COUNTY-  WV/LINCOLN
 HX2183  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2183
 HX2183                         *CURRENT SURVEY CONTROL
 HX2183  ___________________________________________________________________
 HX2183* NAD 83(1986)-  38 09 40.     (N)    081 54 17.     (W)     SCALED    
 HX2183* NAVD 88     -       219.481  (meters)     720.08   (feet)  ADJUSTED  
 HX2183  ___________________________________________________________________
 HX2183  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HX2183  DYNAMIC HT  -         219.324 (meters)     719.57  (feet)  COMP
 HX2183  MODELED GRAV-     979,907.7   (mgal)                       NAVD 88
 HX2183
 HX2183  VERT ORDER  -  SECOND    CLASS 0
 HX2183
 HX2183.The horizontal coordinates were scaled from a topographic map and have
 HX2183.an estimated accuracy of +/- 6 seconds.
 HX2183
 HX2183.The orthometric height was determined by differential leveling
 HX2183.and adjusted by the National Geodetic Survey in June 1991..
 HX2183
 HX2183.The geoid height was determined by GEOID03.
 HX2183
 HX2183.The dynamic height is computed by dividing the NAVD 88
 HX2183.geopotential number by the normal gravity value computed on the
 HX2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2183.degrees latitude (g = 980.6199 gals.).
 HX2183
 HX2183.The modeled gravity was interpolated from observed gravity values.
 HX2183
 HX2183;                    North         East    Units  Estimated Accuracy
 HX2183;SPC WV S     -   129,260.      520,720.      MT  (+/- 180 meters Scaled)
 HX2183
 HX2183                          SUPERSEDED SURVEY CONTROL
 HX2183
 HX2183  NGVD 29 (??/??/92)  219.691  (m)          720.77   (f) ADJ UNCH    2 0
 HX2183
 HX2183.Superseded values are not recommended for survey control.
 HX2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2183.See file dsdata.txt to determine how the superseded data were derived.
 HX2183
 HX2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC207240(NAD 83)
 HX2183_MARKER: DB = BENCH MARK DISK
 HX2183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2183_SP_SET: FOUNDATION
 HX2183_STAMPING: F 151 1957
 HX2183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2183
 HX2183  HISTORY     - Date     Condition        Report By
 HX2183  HISTORY     - 1957     MONUMENTED       CGS
 HX2183
 HX2183                          STATION DESCRIPTION
 HX2183
 HX2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2183'3.6 MI W FROM JULIAN.
 HX2183'ABOUT 3.55 MILE WEST ALONG STATE HIGHWAY 3 FROM THE POST
 HX2183'OFFICE AT JULIAN, 6.7 MILE WEST OF THE POST OFFICE AT WOODVILLE,
 HX2183'ABOUT 50 YARDS NORTH OF THE CENTER LINE OF THE ROAD, SET
 HX2183'VERTICALLY 1 FOOT ABOVE THE LEVEL OF THE GROUND AND 6 FEET
 HX2183'WEST OF THE CENTER OF THE MAIN ENTRANCE TO THE WOODVILLE GRADE
 HX2183'SCHOOL AND IN THE SOUTH FACE OF THE CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0609 ***********************************************************************
 HY0609  DESIGNATION -  F 152
 HY0609  PID         -  HY0609
 HY0609  STATE/COUNTY-  WV/LINCOLN
 HY0609  USGS QUAD   -  HAGER (1962)
 HY0609
 HY0609                         *CURRENT SURVEY CONTROL
 HY0609  ___________________________________________________________________
 HY0609* NAD 83(1986)-  38 11 52.     (N)    082 06 05.     (W)     SCALED    
 HY0609* NAVD 88     -       205.881  (meters)     675.46   (feet)  ADJUSTED  
 HY0609  ___________________________________________________________________
 HY0609  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HY0609  DYNAMIC HT  -         205.734 (meters)     674.98  (feet)  COMP
 HY0609  MODELED GRAV-     979,913.0   (mgal)                       NAVD 88
 HY0609
 HY0609  VERT ORDER  -  SECOND    CLASS 0
 HY0609
 HY0609.The horizontal coordinates were scaled from a topographic map and have
 HY0609.an estimated accuracy of +/- 6 seconds.
 HY0609
 HY0609.The orthometric height was determined by differential leveling
 HY0609.and adjusted by the National Geodetic Survey in June 1991..
 HY0609
 HY0609.The geoid height was determined by GEOID03.
 HY0609
 HY0609.The dynamic height is computed by dividing the NAVD 88
 HY0609.geopotential number by the normal gravity value computed on the
 HY0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0609.degrees latitude (g = 980.6199 gals.).
 HY0609
 HY0609.The modeled gravity was interpolated from observed gravity values.
 HY0609
 HY0609;                    North         East    Units  Estimated Accuracy
 HY0609;SPC WV S     -   133,510.      503,530.      MT  (+/- 180 meters Scaled)
 HY0609
 HY0609                          SUPERSEDED SURVEY CONTROL
 HY0609
 HY0609  NGVD 29 (??/??/92)  206.089  (m)          676.14   (f) ADJ UNCH    2 0
 HY0609
 HY0609.Superseded values are not recommended for survey control.
 HY0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0609.See file dsdata.txt to determine how the superseded data were derived.
 HY0609
 HY0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC035283(NAD 83)
 HY0609_MARKER: DB = BENCH MARK DISK
 HY0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0609_SP_SET: CULVERT
 HY0609_STAMPING: F 152 1957
 HY0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0609
 HY0609  HISTORY     - Date     Condition        Report By
 HY0609  HISTORY     - 1957     MONUMENTED       CGS
 HY0609
 HY0609                          STATION DESCRIPTION
 HY0609
 HY0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0609'2.4 MI S FROM MYRA.
 HY0609'ABOUT 2.45 MILE SOUTH ALONG BLACK TOP ROAD FROM THE POST OFFICE
 HY0609'AT MYRA, 0.1 MILE SOUTHEAST OF A SMALL BRIDGE ACROSS LAUREL CREEK,
 HY0609'21 FEET SOUTHEAST OF THE CENTER LINE OF DRIVE NORTHEAST TO A
 HY0609'FARM HOUSE, 15 FEET NORTHEAST OF THE CENTER LINE OF THE BLACKTOP
 HY0609'ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 HY0609'HEADWALL OF A 4-FOOT CONCRETE AND STONE CULVERT FOR A CREEK BRANCH,
 HY0609'AND ABOUT LEVEL WITH THE ROAD.  NOTE-- MARK IS REACHED FROM MIDKIFF
 HY0609'BY GOING ABOUT 5.3 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD
 HY0609'FROM THE CHESAPEAKE AND OHIO RAILWAY STATION, THENCE ABOUT 0.75 MILE
 HY0609'NORTH ALONG A BLACK TOP ROAD LEADING TO MYRA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0543 ***********************************************************************
 HY0543  DESIGNATION -  F 153
 HY0543  PID         -  HY0543
 HY0543  STATE/COUNTY-  WV/LINCOLN
 HY0543  USGS QUAD   -  HAGER (1962)
 HY0543
 HY0543                         *CURRENT SURVEY CONTROL
 HY0543  ___________________________________________________________________
 HY0543* NAD 83(1986)-  38 08 09.     (N)    082 02 21.     (W)     SCALED    
 HY0543* NAVD 88     -       228.536  (meters)     749.79   (feet)  ADJUSTED  
 HY0543  ___________________________________________________________________
 HY0543  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HY0543  DYNAMIC HT  -         228.372 (meters)     749.25  (feet)  COMP
 HY0543  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 HY0543
 HY0543  VERT ORDER  -  SECOND    CLASS 0
 HY0543
 HY0543.The horizontal coordinates were scaled from a topographic map and have
 HY0543.an estimated accuracy of +/- 6 seconds.
 HY0543
 HY0543.The orthometric height was determined by differential leveling
 HY0543.and adjusted by the National Geodetic Survey in June 1991..
 HY0543
 HY0543.The geoid height was determined by GEOID03.
 HY0543
 HY0543.The dynamic height is computed by dividing the NAVD 88
 HY0543.geopotential number by the normal gravity value computed on the
 HY0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0543.degrees latitude (g = 980.6199 gals.).
 HY0543
 HY0543.The modeled gravity was interpolated from observed gravity values.
 HY0543
 HY0543;                    North         East    Units  Estimated Accuracy
 HY0543;SPC WV S     -   126,580.      508,910.      MT  (+/- 180 meters Scaled)
 HY0543
 HY0543                          SUPERSEDED SURVEY CONTROL
 HY0543
 HY0543  NGVD 29 (??/??/92)  228.747  (m)          750.48   (f) ADJ UNCH    2 0
 HY0543
 HY0543.Superseded values are not recommended for survey control.
 HY0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0543.See file dsdata.txt to determine how the superseded data were derived.
 HY0543
 HY0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC089213(NAD 83)
 HY0543_MARKER: DB = BENCH MARK DISK
 HY0543_SETTING: 66 = SET IN ROCK OUTCROP
 HY0543_SP_SET: ROCK CUT
 HY0543_STAMPING: F 153 1957
 HY0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0543+STABILITY: POSITION/ELEVATION WELL
 HY0543
 HY0543  HISTORY     - Date     Condition        Report By
 HY0543  HISTORY     - 1957     MONUMENTED       CGS
 HY0543
 HY0543                          STATION DESCRIPTION
 HY0543
 HY0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0543'AT SPURLOCKVILLE.
 HY0543'ABOUT 0.2 MILE SOUTHEAST ALONG GRAVEL ROAD FROM THE SCHOOL AT
 HY0543'SPURLOCKVILLE, 60 YARDS SOUTHEAST OF A 36-INCH CONCRETE PIPE
 HY0543'CULVERT FOR A CREEK BRANCH UNDER THE ROAD, 47 YARDS SOUTHEAST
 HY0543'OF THE JUNCTION OF A SMALL ROAD SOUTHWEST, 14 FEET NORTHEAST
 HY0543'OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE SOUTHWEST
 HY0543'FACE OF A 9-FOOT HIGH CUT, ABOUT 4 FEET ABOVE THE BOTTOM OF THE
 HY0543'DITCH AND 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2207 ***********************************************************************
 HX2207  DESIGNATION -  F 154
 HX2207  PID         -  HX2207
 HX2207  STATE/COUNTY-  WV/LINCOLN
 HX2207  USGS QUAD   -  MUD (1976)
 HX2207
 HX2207                         *CURRENT SURVEY CONTROL
 HX2207  ___________________________________________________________________
 HX2207* NAD 83(1986)-  38 05 59.     (N)    081 59 26.     (W)     SCALED    
 HX2207* NAVD 88     -       239.037  (meters)     784.24   (feet)  ADJUSTED  
 HX2207  ___________________________________________________________________
 HX2207  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HX2207  DYNAMIC HT  -         238.865 (meters)     783.68  (feet)  COMP
 HX2207  MODELED GRAV-     979,903.4   (mgal)                       NAVD 88
 HX2207
 HX2207  VERT ORDER  -  SECOND    CLASS 0
 HX2207
 HX2207.The horizontal coordinates were scaled from a topographic map and have
 HX2207.an estimated accuracy of +/- 6 seconds.
 HX2207
 HX2207.The orthometric height was determined by differential leveling
 HX2207.and adjusted by the National Geodetic Survey in June 1991..
 HX2207
 HX2207.The geoid height was determined by GEOID03.
 HX2207
 HX2207.The dynamic height is computed by dividing the NAVD 88
 HX2207.geopotential number by the normal gravity value computed on the
 HX2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2207.degrees latitude (g = 980.6199 gals.).
 HX2207
 HX2207.The modeled gravity was interpolated from observed gravity values.
 HX2207
 HX2207;                    North         East    Units  Estimated Accuracy
 HX2207;SPC WV S     -   122,520.      513,120.      MT  (+/- 180 meters Scaled)
 HX2207
 HX2207                          SUPERSEDED SURVEY CONTROL
 HX2207
 HX2207  NGVD 29 (??/??/92)  239.250  (m)          784.94   (f) ADJ UNCH    2 0
 HX2207
 HX2207.Superseded values are not recommended for survey control.
 HX2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2207.See file dsdata.txt to determine how the superseded data were derived.
 HX2207
 HX2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC131173(NAD 83)
 HX2207_MARKER: DB = BENCH MARK DISK
 HX2207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2207_SP_SET: ABUTMENT
 HX2207_STAMPING: F 154 1957
 HX2207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2207
 HX2207  HISTORY     - Date     Condition        Report By
 HX2207  HISTORY     - 1957     MONUMENTED       CGS
 HX2207
 HX2207                          STATION DESCRIPTION
 HX2207
 HX2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2207'1 MI NW FROM MUD.
 HX2207'ABOUT 0.95 MILE NORTHWEST ALONG DIRT ROAD FOLLOWING MUD RIVER
 HX2207'FROM THE POST OFFICE AND STORE AT MUD, 0.2 MILE NORTH OF THE
 HX2207'BERRY BRANCH SCHOOL, 10 1/2 FEET WEST OF THE CENTER LINE OF THE
 HX2207'ROAD, SET IN THE TOP OF THE FIRST STEP DOWN OF THE WEST END OF
 HX2207'THE SOUTH STONE MASONRY ABUTMENT OF WOODEN PLANK BRIDGE OVER
 HX2207'BERRY BRANCH, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0764 ***********************************************************************
 HY0764  DESIGNATION -  F 155
 HY0764  PID         -  HY0764
 HY0764  STATE/COUNTY-  WV/LINCOLN
 HY0764  USGS QUAD   -  RANGER (1976)
 HY0764
 HY0764                         *CURRENT SURVEY CONTROL
 HY0764  ___________________________________________________________________
 HY0764* NAD 83(1986)-  38 00 58.     (N)    082 08 14.     (W)     SCALED    
 HY0764* NAVD 88     -       185.741  (meters)     609.39   (feet)  ADJUSTED  
 HY0764  ___________________________________________________________________
 HY0764  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HY0764  DYNAMIC HT  -         185.607 (meters)     608.95  (feet)  COMP
 HY0764  MODELED GRAV-     979,902.6   (mgal)                       NAVD 88
 HY0764
 HY0764  VERT ORDER  -  SECOND    CLASS 0
 HY0764
 HY0764.The horizontal coordinates were scaled from a topographic map and have
 HY0764.an estimated accuracy of +/- 6 seconds.
 HY0764
 HY0764.The orthometric height was determined by differential leveling
 HY0764.and adjusted by the National Geodetic Survey in June 1991..
 HY0764
 HY0764.The geoid height was determined by GEOID03.
 HY0764
 HY0764.The dynamic height is computed by dividing the NAVD 88
 HY0764.geopotential number by the normal gravity value computed on the
 HY0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0764.degrees latitude (g = 980.6199 gals.).
 HY0764
 HY0764.The modeled gravity was interpolated from observed gravity values.
 HY0764
 HY0764;                    North         East    Units  Estimated Accuracy
 HY0764;SPC WV S     -   113,390.      500,150.      MT  (+/- 180 meters Scaled)
 HY0764
 HY0764                          SUPERSEDED SURVEY CONTROL
 HY0764
 HY0764  NGVD 29 (??/??/92)  185.956  (m)          610.09   (f) ADJ UNCH    2 0
 HY0764
 HY0764.Superseded values are not recommended for survey control.
 HY0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0764.See file dsdata.txt to determine how the superseded data were derived.
 HY0764
 HY0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC001082(NAD 83)
 HY0764_MARKER: DB = BENCH MARK DISK
 HY0764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0764_SP_SET: BRIDGE STEP
 HY0764_STAMPING: F 155 1957
 HY0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0764
 HY0764  HISTORY     - Date     Condition        Report By
 HY0764  HISTORY     - 1957     MONUMENTED       CGS
 HY0764
 HY0764                          STATION DESCRIPTION
 HY0764
 HY0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0764'0.6 MI S FROM HART.
 HY0764'ABOUT 0.6 MILE SOUTH ALONG HART CREEK ROAD FROM THE HIGH SCHOOL
 HY0764'AT HART, NEAR THE CONFLUENCE OF HART CREEK AND BIG BRANCH, IN
 HY0764'THE TOP OF THE FIRST STEP DOWN OF THE SOUTH STONE MASONRY WING
 HY0764'WALL OF A CONCRETE BRIDGE OVER MOUTH OF BIG BRANCH, 19 FEET
 HY0764'SOUTHWEST OF CENTER LINE OF BLACK TOP ROAD AND ABOUT 1 FOOT
 HY0764'BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0390 ***********************************************************************
 GY0390  DESIGNATION -  F 156
 GY0390  PID         -  GY0390
 GY0390  STATE/COUNTY-  WV/LOGAN
 GY0390  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0390
 GY0390                         *CURRENT SURVEY CONTROL
 GY0390  ___________________________________________________________________
 GY0390* NAD 83(1986)-  37 57 55.     (N)    082 02 17.     (W)     SCALED    
 GY0390* NAVD 88     -       191.819  (meters)     629.33   (feet)  ADJUSTED  
 GY0390  ___________________________________________________________________
 GY0390  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GY0390  DYNAMIC HT  -         191.679 (meters)     628.87  (feet)  COMP
 GY0390  MODELED GRAV-     979,898.0   (mgal)                       NAVD 88
 GY0390
 GY0390  VERT ORDER  -  SECOND    CLASS 0
 GY0390
 GY0390.The horizontal coordinates were scaled from a topographic map and have
 GY0390.an estimated accuracy of +/- 6 seconds.
 GY0390
 GY0390.The orthometric height was determined by differential leveling
 GY0390.and adjusted by the National Geodetic Survey in June 1991..
 GY0390
 GY0390.The geoid height was determined by GEOID03.
 GY0390
 GY0390.The dynamic height is computed by dividing the NAVD 88
 GY0390.geopotential number by the normal gravity value computed on the
 GY0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0390.degrees latitude (g = 980.6199 gals.).
 GY0390
 GY0390.The modeled gravity was interpolated from observed gravity values.
 GY0390
 GY0390;                    North         East    Units  Estimated Accuracy
 GY0390;SPC WV S     -   107,650.      508,790.      MT  (+/- 180 meters Scaled)
 GY0390
 GY0390                          SUPERSEDED SURVEY CONTROL
 GY0390
 GY0390  NGVD 29 (??/??/92)  192.031  (m)          630.02   (f) ADJ UNCH    2 0
 GY0390
 GY0390.Superseded values are not recommended for survey control.
 GY0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0390.See file dsdata.txt to determine how the superseded data were derived.
 GY0390
 GY0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC088024(NAD 83)
 GY0390_MARKER: DB = BENCH MARK DISK
 GY0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0390_STAMPING: F 156 1957
 GY0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0390+STABILITY: SURFACE MOTION
 GY0390
 GY0390  HISTORY     - Date     Condition        Report By
 GY0390  HISTORY     - 1957     MONUMENTED       CGS
 GY0390
 GY0390                          STATION DESCRIPTION
 GY0390
 GY0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0390'1.6 MI SW FROM CHAPMANVILLE.
 GY0390'ABOUT 1.55 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE
 GY0390'SCHOOL AT CHAPMANVILLE, ABOUT 0.9 MILE NORTHEAST OF STRIKER
 GY0390'SCHOOL, ABOUT 0.65 MILE NORTHEAST OF JUNCTION OF A ROAD WEST
 GY0390'ALONG STRIKER FORK, ABOUT 33 YARDS SOUTH-SOUTHEAST OF JUNCTION
 GY0390'OF A ROAD EAST INTO MILL FORK, ABOUT 20 YARDS NORTH OF A CULVERT
 GY0390'FOR MILL FORK, ON THE OUTSIDE OF A CURVE IN BLACK TOP ROAD, 26
 GY0390'FEET EAST OF CENTER LINE OF ROAD, 13 FEET WEST-SOUTHWEST OF
 GY0390'CENTER LINE OF A DIRT ROAD LEADING SOUTH-SOUTHEAST AND DOWN
 GY0390'HILL, 46 FEET NORTH-NORTHEAST OF TELEPHONE POLE NO. 4-36,
 GY0390'1 1/2 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT 4 FEET BELOW
 GY0390'LEVEL OF BLACK TOP ROAD, ABOUT LEVEL WITH DIRT ROAD AND SET IN
 GY0390'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2209 ***********************************************************************
 HX2209  DESIGNATION -  F 157
 HX2209  PID         -  HX2209
 HX2209  STATE/COUNTY-  WV/BOONE
 HX2209  USGS QUAD   -  MADISON (1976)
 HX2209
 HX2209                         *CURRENT SURVEY CONTROL
 HX2209  ___________________________________________________________________
 HX2209* NAD 83(1986)-  38 01 28.     (N)    081 50 14.     (W)     SCALED    
 HX2209* NAVD 88     -       234.456  (meters)     769.21   (feet)  ADJUSTED  
 HX2209  ___________________________________________________________________
 HX2209  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HX2209  DYNAMIC HT  -         234.286 (meters)     768.65  (feet)  COMP
 HX2209  MODELED GRAV-     979,899.4   (mgal)                       NAVD 88
 HX2209
 HX2209  VERT ORDER  -  SECOND    CLASS 0
 HX2209
 HX2209.The horizontal coordinates were scaled from a topographic map and have
 HX2209.an estimated accuracy of +/- 6 seconds.
 HX2209
 HX2209.The orthometric height was determined by differential leveling
 HX2209.and adjusted by the National Geodetic Survey in June 1991..
 HX2209
 HX2209.The geoid height was determined by GEOID03.
 HX2209
 HX2209.The dynamic height is computed by dividing the NAVD 88
 HX2209.geopotential number by the normal gravity value computed on the
 HX2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2209.degrees latitude (g = 980.6199 gals.).
 HX2209
 HX2209.The modeled gravity was interpolated from observed gravity values.
 HX2209
 HX2209;                    North         East    Units  Estimated Accuracy
 HX2209;SPC WV S     -   114,030.      526,500.      MT  (+/- 180 meters Scaled)
 HX2209
 HX2209                          SUPERSEDED SURVEY CONTROL
 HX2209
 HX2209  NGVD 29 (??/??/92)  234.664  (m)          769.89   (f) ADJ UNCH    2 0
 HX2209
 HX2209.Superseded values are not recommended for survey control.
 HX2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2209.See file dsdata.txt to determine how the superseded data were derived.
 HX2209
 HX2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC265088(NAD 83)
 HX2209_MARKER: DB = BENCH MARK DISK
 HX2209_SETTING: 66 = SET IN ROCK OUTCROP
 HX2209_SP_SET: ROCK CUT
 HX2209_STAMPING: F 157 1957
 HX2209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2209+STABILITY: POSITION/ELEVATION WELL
 HX2209
 HX2209  HISTORY     - Date     Condition        Report By
 HX2209  HISTORY     - 1957     MONUMENTED       CGS
 HX2209
 HX2209                          STATION DESCRIPTION
 HX2209
 HX2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2209'3.8 MI S FROM MADISON.
 HX2209'ABOUT 2.9 MILE SOUTH ALONG U.S. 119 FROM ITS JUNCTION WITH STATE
 HX2209'HIGHWAY 79 AT MADISON, THENCE SOUTH ALONG GRAVEL ROAD FOR 0.95
 HX2209'MILE, 281 FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE
 HX2209'NORTHEAST END OF AN IRON PIPE FENCE IN FRONT OF A WHITE HOUSE,
 HX2209'136 FEET NORTH-NORTHEAST OF AND ACROSS THE ROAD FROM POWERLINE
 HX2209'POLE NUMBER 13, 17 FEET NORTHWEST OF THE CENTER LINE OF THE
 HX2209'ROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF A 2 1/2 FOOT HIGH
 HX2209'SOLID LAYER OF ROCK IN A 7 FOOT HIGH SHALY CUT, ABOUT 2 FEET
 HX2209'ABOVE THE GROUND AND 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0210 ***********************************************************************
 GY0210  DESIGNATION -  F 158
 GY0210  PID         -  GY0210
 GY0210  STATE/COUNTY-  WV/MINGO
 GY0210  USGS QUAD   -  TRACE (1976)
 GY0210
 GY0210                         *CURRENT SURVEY CONTROL
 GY0210  ___________________________________________________________________
 GY0210* NAD 83(1986)-  37 53 36.     (N)    082 14 18.     (W)     SCALED    
 GY0210* NAVD 88     -       269.098  (meters)     882.87   (feet)  ADJUSTED  
 GY0210  ___________________________________________________________________
 GY0210  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GY0210  DYNAMIC HT  -         268.899 (meters)     882.21  (feet)  COMP
 GY0210  MODELED GRAV-     979,886.0   (mgal)                       NAVD 88
 GY0210
 GY0210  VERT ORDER  -  SECOND    CLASS 0
 GY0210
 GY0210.The horizontal coordinates were scaled from a topographic map and have
 GY0210.an estimated accuracy of +/- 6 seconds.
 GY0210
 GY0210.The orthometric height was determined by differential leveling
 GY0210.and adjusted by the National Geodetic Survey in June 1991..
 GY0210
 GY0210.The geoid height was determined by GEOID03.
 GY0210
 GY0210.The dynamic height is computed by dividing the NAVD 88
 GY0210.geopotential number by the normal gravity value computed on the
 GY0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0210.degrees latitude (g = 980.6199 gals.).
 GY0210
 GY0210.The modeled gravity was interpolated from observed gravity values.
 GY0210
 GY0210;                    North         East    Units  Estimated Accuracy
 GY0210;SPC WV S     -    99,880.      491,090.      MT  (+/- 180 meters Scaled)
 GY0210
 GY0210                          SUPERSEDED SURVEY CONTROL
 GY0210
 GY0210  NGVD 29 (??/??/92)  269.311  (m)          883.56   (f) ADJ UNCH    2 0
 GY0210
 GY0210.Superseded values are not recommended for survey control.
 GY0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0210.See file dsdata.txt to determine how the superseded data were derived.
 GY0210
 GY0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB911947(NAD 83)
 GY0210_MARKER: DB = BENCH MARK DISK
 GY0210_SETTING: 66 = SET IN ROCK OUTCROP
 GY0210_SP_SET: ROCK LEDGE
 GY0210_STAMPING: F 158 1957
 GY0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0210+STABILITY: POSITION/ELEVATION WELL
 GY0210
 GY0210  HISTORY     - Date     Condition        Report By
 GY0210  HISTORY     - 1957     MONUMENTED       CGS
 GY0210
 GY0210                          STATION DESCRIPTION
 GY0210
 GY0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0210'4.6 MI NW FROM DINGESS.
 GY0210'ABOUT 4.65 MILES NORTHWEST ALONG A GRAVEL ROAD FOLLOWING OLD
 GY0210'GRADE OF THE NORFOLK AND WESTERN RAILWAY FROM THE SCHOOL AT
 GY0210'DINGESS, NEAR THE WEST END OF THE SECOND BRIDGE OVER WEST
 GY0210'FORK OF TWELVEPOLE CREEK NORTHWEST OF DINGESS, SET IN THE TOP
 GY0210'OF A ROCK LEDGE IN A CUT, 15 FEET NORTH OF CENTER LINE OF ROAD,
 GY0210'93 FEET WEST OF WEST END OF BRIDGE, 27 FEET EAST OF WEST END OF
 GY0210'CUT, 2 1/2 FEET WEST OF AN ANGLE IN CUT, AND 4 FEET ABOVE LEVEL
 GY0210'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0221 ***********************************************************************
 GY0221  DESIGNATION -  F 159
 GY0221  PID         -  GY0221
 GY0221  STATE/COUNTY-  WV/WAYNE
 GY0221  USGS QUAD   -  WILSONDALE (1981)
 GY0221
 GY0221                         *CURRENT SURVEY CONTROL
 GY0221  ___________________________________________________________________
 GY0221* NAD 83(1986)-  37 58 00.     (N)    082 20 51.     (W)     SCALED    
 GY0221* NAVD 88     -       228.475  (meters)     749.59   (feet)  ADJUSTED  
 GY0221  ___________________________________________________________________
 GY0221  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 GY0221  DYNAMIC HT  -         228.308 (meters)     749.04  (feet)  COMP
 GY0221  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 GY0221
 GY0221  VERT ORDER  -  SECOND    CLASS 0
 GY0221
 GY0221.The horizontal coordinates were scaled from a topographic map and have
 GY0221.an estimated accuracy of +/- 6 seconds.
 GY0221
 GY0221.The orthometric height was determined by differential leveling
 GY0221.and adjusted by the National Geodetic Survey in June 1991..
 GY0221
 GY0221.The geoid height was determined by GEOID03.
 GY0221
 GY0221.The dynamic height is computed by dividing the NAVD 88
 GY0221.geopotential number by the normal gravity value computed on the
 GY0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0221.degrees latitude (g = 980.6199 gals.).
 GY0221
 GY0221.The modeled gravity was interpolated from observed gravity values.
 GY0221
 GY0221;                    North         East    Units  Estimated Accuracy
 GY0221;SPC WV S     -   108,150.      481,600.      MT  (+/- 180 meters Scaled)
 GY0221
 GY0221                          SUPERSEDED SURVEY CONTROL
 GY0221
 GY0221  NGVD 29 (??/??/92)  228.689  (m)          750.29   (f) ADJ UNCH    2 0
 GY0221
 GY0221.Superseded values are not recommended for survey control.
 GY0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0221.See file dsdata.txt to determine how the superseded data were derived.
 GY0221
 GY0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC816029(NAD 83)
 GY0221_MARKER: DB = BENCH MARK DISK
 GY0221_SETTING: 66 = SET IN ROCK OUTCROP
 GY0221_SP_SET: ROCK CUT
 GY0221_STAMPING: F 159 1957
 GY0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0221+STABILITY: POSITION/ELEVATION WELL
 GY0221
 GY0221  HISTORY     - Date     Condition        Report By
 GY0221  HISTORY     - 1957     MONUMENTED       CGS
 GY0221
 GY0221                          STATION DESCRIPTION
 GY0221
 GY0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0221'1.6 MI NW FROM WILSONDALE.
 GY0221'ABOUT 1.6 MILES NORTHWEST ALONG A GRAVEL ROAD FOLLOWING THE OLD
 GY0221'GRADE OF NORFOLK AND WESTERN RAILWAY FROM THE POST OFFICE AT
 GY0221'WILSONDALE, ABOUT 0.1 MILE NORTHWEST OF A 75-FOOT BRIDGE OVER
 GY0221'WEST FORK OF TWELVEPOLE CREEK, WITHIN BOUNDARY OF CABWAYLINGO STATE
 GY0221'FOREST, SET VERTICALLY IN THE NORTHEAST FACE OF A LONG ROCK CUT,
 GY0221'23 FEET SOUTHWEST OF CENTER LINE OF ROAD, 234 FEET SOUTHEAST OF
 GY0221'NORTHWEST END OF CUT AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1950 ***********************************************************************
 HW1950  DESIGNATION -  F 16
 HW1950  PID         -  HW1950
 HW1950  STATE/COUNTY-  WV/RANDOLPH
 HW1950  USGS QUAD   -  HARMAN (1995)
 HW1950
 HW1950                         *CURRENT SURVEY CONTROL
 HW1950  ___________________________________________________________________
 HW1950* NAD 83(1986)-  38 53 39.     (N)    079 37 14.     (W)     SCALED    
 HW1950* NAVD 88     -       952.074  (meters)    3123.60   (feet)  ADJUSTED  
 HW1950  ___________________________________________________________________
 HW1950  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HW1950  DYNAMIC HT  -         951.341 (meters)    3121.19  (feet)  COMP
 HW1950  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 HW1950
 HW1950  VERT ORDER  -  SECOND    CLASS 0
 HW1950
 HW1950.The horizontal coordinates were scaled from a topographic map and have
 HW1950.an estimated accuracy of +/- 6 seconds.
 HW1950
 HW1950.The orthometric height was determined by differential leveling
 HW1950.and adjusted by the National Geodetic Survey in June 1991..
 HW1950
 HW1950.The geoid height was determined by GEOID03.
 HW1950
 HW1950.The dynamic height is computed by dividing the NAVD 88
 HW1950.geopotential number by the normal gravity value computed on the
 HW1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1950.degrees latitude (g = 980.6199 gals.).
 HW1950
 HW1950.The modeled gravity was interpolated from observed gravity values.
 HW1950
 HW1950;                    North         East    Units  Estimated Accuracy
 HW1950;SPC WV S     -   211,130.      719,670.      MT  (+/- 180 meters Scaled)
 HW1950
 HW1950                          SUPERSEDED SURVEY CONTROL
 HW1950
 HW1950  NGVD 29 (??/??/92)  952.202  (m)         3124.02   (f) ADJ UNCH    2 0
 HW1950
 HW1950.Superseded values are not recommended for survey control.
 HW1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1950.See file dsdata.txt to determine how the superseded data were derived.
 HW1950
 HW1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD196059(NAD 83)
 HW1950_MARKER: DB = BENCH MARK DISK
 HW1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1950_STAMPING: F 16 1934
 HW1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1950+STABILITY: SURFACE MOTION
 HW1950
 HW1950  HISTORY     - Date     Condition        Report By
 HW1950  HISTORY     - 1934     MONUMENTED       CGS
 HW1950
 HW1950                          STATION DESCRIPTION
 HW1950
 HW1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1950'1.7 MI E FROM EVENWOOD.
 HW1950'1.7 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HW1950'EVENWOOD, RANDOLPH COUNTY, 0.3 MILE EAST OF AN ARCH BRIDGE OVER
 HW1950'LAUREL FORK, 0.1 MILE EAST OF A CROSSROADS, 10 YARDS SOUTH OF THE
 HW1950'CENTERLINE OF THE HIGHWAY, AND 3 YARDS WEST OF A POLE.  A STANDARD
 HW1950'DISK, STAMPED F 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0746 ***********************************************************************
 HY0746  DESIGNATION -  F 160
 HY0746  PID         -  HY0746
 HY0746  STATE/COUNTY-  WV/WAYNE
 HY0746  USGS QUAD   -  KIAHSVILLE (1975)
 HY0746
 HY0746                         *CURRENT SURVEY CONTROL
 HY0746  ___________________________________________________________________
 HY0746* NAD 83(1986)-  38 02 50.     (N)    082 18 51.     (W)     SCALED    
 HY0746* NAVD 88     -       215.466  (meters)     706.91   (feet)  ADJUSTED  
 HY0746  ___________________________________________________________________
 HY0746  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HY0746  DYNAMIC HT  -         215.309 (meters)     706.39  (feet)  COMP
 HY0746  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 HY0746
 HY0746  VERT ORDER  -  SECOND    CLASS 0
 HY0746
 HY0746.The horizontal coordinates were scaled from a topographic map and have
 HY0746.an estimated accuracy of +/- 6 seconds.
 HY0746
 HY0746.The orthometric height was determined by differential leveling
 HY0746.and adjusted by the National Geodetic Survey in June 1991..
 HY0746
 HY0746.The geoid height was determined by GEOID03.
 HY0746
 HY0746.The dynamic height is computed by dividing the NAVD 88
 HY0746.geopotential number by the normal gravity value computed on the
 HY0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0746.degrees latitude (g = 980.6199 gals.).
 HY0746
 HY0746.The modeled gravity was interpolated from observed gravity values.
 HY0746
 HY0746;                    North         East    Units  Estimated Accuracy
 HY0746;SPC WV S     -   117,050.      484,660.      MT  (+/- 180 meters Scaled)
 HY0746
 HY0746                          SUPERSEDED SURVEY CONTROL
 HY0746
 HY0746  NGVD 29 (??/??/92)  215.678  (m)          707.60   (f) ADJ UNCH    2 0
 HY0746
 HY0746.Superseded values are not recommended for survey control.
 HY0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0746.See file dsdata.txt to determine how the superseded data were derived.
 HY0746
 HY0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC846118(NAD 83)
 HY0746_MARKER: DB = BENCH MARK DISK
 HY0746_SETTING: 80 = SET IN A BOULDER
 HY0746_SP_SET: BOULDER
 HY0746_STAMPING: F 160 1957
 HY0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0746+STABILITY: SURFACE MOTION
 HY0746
 HY0746  HISTORY     - Date     Condition        Report By
 HY0746  HISTORY     - 1957     MONUMENTED       CGS
 HY0746
 HY0746                          STATION DESCRIPTION
 HY0746
 HY0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0746'10.4 MI SW FROM COVE GAP.
 HY0746'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0746'SCHOOL AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 5.85 MILES
 HY0746'SOUTH ALONG A ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 HY0746'THENCE ABOUT 0.5 MILE SOUTHWEST ALONG A ROAD FOLLOWING MILAM
 HY0746'CREEK, ABOUT 0.7 MILE NORTHEAST OF MILAM SCHOOL, IN THE TOP OF
 HY0746'THE EAST CORNER OF A LARGE EMBEDDED BOULDER ABOUT 35 FEET LONG
 HY0746'AND 2 FEET HIGH, 28 FEET NORTHWEST OF CENTER LINE OF ROAD, 20
 HY0746'FEET SOUTHWEST OF CENTER LINE OF A DIM ROAD NORTHWEST, 1 1/2
 HY0746'FEET NORTHWEST OF SOUTHEAST END OF EXPOSED PART OF BOULDER AND
 HY0746'ABOUT 10 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0295 ***********************************************************************
 GY0295  DESIGNATION -  F 161
 GY0295  PID         -  GY0295
 GY0295  STATE/COUNTY-  WV/MINGO
 GY0295  USGS QUAD   -  MAJESTIC (1977)
 GY0295
 GY0295                         *CURRENT SURVEY CONTROL
 GY0295  ___________________________________________________________________
 GY0295* NAD 83(1986)-  37 35 59.     (N)    082 01 20.     (W)     SCALED    
 GY0295* NAVD 88     -       341.622  (meters)    1120.80   (feet)  ADJUSTED  
 GY0295  ___________________________________________________________________
 GY0295  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GY0295  DYNAMIC HT  -         341.355 (meters)    1119.93  (feet)  COMP
 GY0295  MODELED GRAV-     979,839.4   (mgal)                       NAVD 88
 GY0295
 GY0295  VERT ORDER  -  SECOND    CLASS 0
 GY0295
 GY0295.The horizontal coordinates were scaled from a topographic map and have
 GY0295.an estimated accuracy of +/- 6 seconds.
 GY0295
 GY0295.The orthometric height was determined by differential leveling
 GY0295.and adjusted by the National Geodetic Survey in June 1991..
 GY0295
 GY0295.The geoid height was determined by GEOID03.
 GY0295
 GY0295.The dynamic height is computed by dividing the NAVD 88
 GY0295.geopotential number by the normal gravity value computed on the
 GY0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0295.degrees latitude (g = 980.6199 gals.).
 GY0295
 GY0295.The modeled gravity was interpolated from observed gravity values.
 GY0295
 GY0295;                    North         East    Units  Estimated Accuracy
 GY0295;SPC WV S     -    67,060.      509,730.      MT  (+/- 180 meters Scaled)
 GY0295
 GY0295                          SUPERSEDED SURVEY CONTROL
 GY0295
 GY0295  NGVD 29 (??/??/92)  341.826  (m)         1121.47   (f) ADJ UNCH    2 0
 GY0295
 GY0295.Superseded values are not recommended for survey control.
 GY0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0295.See file dsdata.txt to determine how the superseded data were derived.
 GY0295
 GY0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB097618(NAD 83)
 GY0295_MARKER: DB = BENCH MARK DISK
 GY0295_SETTING: 66 = SET IN ROCK OUTCROP
 GY0295_SP_SET: ROCK CLIFF
 GY0295_STAMPING: F 161 1957
 GY0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0295+STABILITY: POSITION/ELEVATION WELL
 GY0295
 GY0295  HISTORY     - Date     Condition        Report By
 GY0295  HISTORY     - 1957     MONUMENTED       CGS
 GY0295
 GY0295                          STATION DESCRIPTION
 GY0295
 GY0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0295'5.9 MI NE FROM DEVON.
 GY0295'ABOUT 0.6 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0295'FROM THE STATION AT DEVON, THENCE ABOUT 5.3 MILES NORTHEAST
 GY0295'ALONG BEECH CREEK ROAD, AT THE JUNCTION OF A DRIVE EAST ACROSS
 GY0295'WOODEN BRIDGE OVER BEECH CREEK TO A 1-STORY FRAME HOUSE, SET
 GY0295'VERTICALLY IN THE EAST FACE OF A ROCK CLIFF, 16 FEET WEST OF
 GY0295'CENTER LINE OF ROAD, 79 FEET NORTH OF EXTENDED CENTER LINE OF
 GY0295'DRIVE, 1 FOOT SOUTH OF A RIGHT ANGLE CORNER IN CUT, 3 FEET ABOVE
 GY0295'GROUND AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2157 ***********************************************************************
 GX2157  DESIGNATION -  F 162
 GX2157  PID         -  GX2157
 GX2157  STATE/COUNTY-  WV/LOGAN
 GX2157  USGS QUAD   -  MALLORY (1976)
 GX2157
 GX2157                         *CURRENT SURVEY CONTROL
 GX2157  ___________________________________________________________________
 GX2157* NAD 83(1986)-  37 39 52.     (N)    081 50 55.     (W)     SCALED    
 GX2157* NAVD 88     -       232.908  (meters)     764.13   (feet)  ADJUSTED  
 GX2157  ___________________________________________________________________
 GX2157  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX2157  DYNAMIC HT  -         232.731 (meters)     763.55  (feet)  COMP
 GX2157  MODELED GRAV-     979,863.9   (mgal)                       NAVD 88
 GX2157
 GX2157  VERT ORDER  -  SECOND    CLASS 0
 GX2157
 GX2157.The horizontal coordinates were scaled from a topographic map and have
 GX2157.an estimated accuracy of +/- 6 seconds.
 GX2157
 GX2157.The orthometric height was determined by differential leveling
 GX2157.and adjusted by the National Geodetic Survey in June 1991..
 GX2157
 GX2157.The geoid height was determined by GEOID03.
 GX2157
 GX2157.The dynamic height is computed by dividing the NAVD 88
 GX2157.geopotential number by the normal gravity value computed on the
 GX2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2157.degrees latitude (g = 980.6199 gals.).
 GX2157
 GX2157.The modeled gravity was interpolated from observed gravity values.
 GX2157
 GX2157;                    North         East    Units  Estimated Accuracy
 GX2157;SPC WV S     -    74,090.      525,130.      MT  (+/- 180 meters Scaled)
 GX2157
 GX2157                          SUPERSEDED SURVEY CONTROL
 GX2157
 GX2157  NGVD 29 (??/??/92)  233.116  (m)          764.81   (f) ADJ UNCH    2 0
 GX2157
 GX2157.Superseded values are not recommended for survey control.
 GX2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2157.See file dsdata.txt to determine how the superseded data were derived.
 GX2157
 GX2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB251689(NAD 83)
 GX2157_MARKER: DB = BENCH MARK DISK
 GX2157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2157_SP_SET: BRIDGE
 GX2157_STAMPING: F 162 1957
 GX2157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2157
 GX2157  HISTORY     - Date     Condition        Report By
 GX2157  HISTORY     - 1957     MONUMENTED       CGS
 GX2157  HISTORY     - 1963     GOOD             AEROS
 GX2157
 GX2157                          STATION DESCRIPTION
 GX2157
 GX2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2157'5.7 MI S FROM HUFF JUNCTION.
 GX2157'ABOUT 5.7 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 GX2157'STATE HIGHWAY 10 AT HUFF JUNCTION, ABOUT 6.25 MILES NORTH ALONG
 GX2157'HIGHWAY 80 FROM THE JUNCTION OF U.S. HIGHWAY 52 AT GILBERT, AT
 GX2157'VERNER, IN THE TOP OF NORTH END OF THE BRIDGE SEAT OF WEST
 GX2157'ABUTMENT OF HIGHWAY BRIDGE OVER GUYANDOT RIVER, 12 FEET NORTH OF
 GX2157'CENTER LINE OF HIGHWAY, 1 FOOT SOUTH OF NORTH END OF ABUTMENT
 GX2157'AND ABOUT 4 FEET BELOW THE LEVEL OF HIGHWAY.
 GX2157
 GX2157                          STATION RECOVERY (1963)
 GX2157
 GX2157'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0802 ***********************************************************************
 KY0802  DESIGNATION -  F 163
 KY0802  PID         -  KY0802
 KY0802  STATE/COUNTY-  WV/BROOKE
 KY0802  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0802
 KY0802                         *CURRENT SURVEY CONTROL
 KY0802  ___________________________________________________________________
 KY0802* NAD 83(1986)-  40 22 18.     (N)    080 33 00.     (W)     SCALED    
 KY0802* NAVD 88     -       237.510  (meters)     779.23   (feet)  ADJUSTED  
 KY0802  ___________________________________________________________________
 KY0802  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KY0802  DYNAMIC HT  -         237.385 (meters)     778.82  (feet)  COMP
 KY0802  MODELED GRAV-     980,092.2   (mgal)                       NAVD 88
 KY0802
 KY0802  VERT ORDER  -  SECOND    CLASS 0
 KY0802
 KY0802.The horizontal coordinates were scaled from a topographic map and have
 KY0802.an estimated accuracy of +/- 6 seconds.
 KY0802
 KY0802.The orthometric height was determined by differential leveling
 KY0802.and adjusted by the National Geodetic Survey in June 1991..
 KY0802
 KY0802.The geoid height was determined by GEOID03.
 KY0802
 KY0802.The dynamic height is computed by dividing the NAVD 88
 KY0802.geopotential number by the normal gravity value computed on the
 KY0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0802.degrees latitude (g = 980.6199 gals.).
 KY0802
 KY0802.The modeled gravity was interpolated from observed gravity values.
 KY0802
 KY0802;                    North         East    Units  Estimated Accuracy
 KY0802;SPC WV N     -   208,320.      510,820.      MT  (+/- 180 meters Scaled)
 KY0802
 KY0802                          SUPERSEDED SURVEY CONTROL
 KY0802
 KY0802  NGVD 29 (??/??/92)  237.680  (m)          779.79   (f) ADJ UNCH    2 0
 KY0802
 KY0802.Superseded values are not recommended for survey control.
 KY0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0802.See file dsdata.txt to determine how the superseded data were derived.
 KY0802
 KY0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE382691(NAD 83)
 KY0802_MARKER: DB = BENCH MARK DISK
 KY0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0802_STAMPING: F 163 1960
 KY0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0802+STABILITY: SURFACE MOTION
 KY0802
 KY0802  HISTORY     - Date     Condition        Report By
 KY0802  HISTORY     - 1960     MONUMENTED       CGS
 KY0802
 KY0802                          STATION DESCRIPTION
 KY0802
 KY0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0802'1.5 MI W FROM COLLIER.
 KY0802'ABOUT 1.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0802'OVERPASS 35-54 OVER A ROAD AND CREEK AT COLLIER, 201 FEET
 KY0802'NORTHWEST OF MILEPOST 37, 253 FEET SOUTH-SOUTHEAST OF THE SOUTH
 KY0802'CORNER OF BRICK FOUNDATION OF LARGE TIN AND GLASS BUILDING,
 KY0802'0.4 MILE NORTHWEST OF STEEL BRIDGE FOR A ROAD OVER THE TRACK
 KY0802'AND CREEK, 13 FEET NORTHEAST OF THE NORTHEAST RAIL OF NEAREST
 KY0802'SIDE TRACK, 86 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF LARGE
 KY0802'CONCRETE BLOCK WAREHOUSE, 5 1/2 FEET SOUTHEAST OF A POWER LINE
 KY0802'POLE, 55 FEET WEST OF THE SECOND TELEPHONE POLE NORTHWEST OF
 KY0802'THE MILEPOST, 1.8 FEET NORTHEAST OF A STEEL WITNESS POST, AND
 KY0802'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1133 ***********************************************************************
 GX1133  DESIGNATION -  F 164
 GX1133  PID         -  GX1133
 GX1133  STATE/COUNTY-  WV/WYOMING
 GX1133  USGS QUAD   -  MULLENS (1976)
 GX1133
 GX1133                         *CURRENT SURVEY CONTROL
 GX1133  ___________________________________________________________________
 GX1133* NAD 83(1986)-  37 34 26.     (N)    081 22 45.     (W)     SCALED    
 GX1133* NAVD 88     -       436.327  (meters)    1431.52   (feet)  ADJUSTED  
 GX1133  ___________________________________________________________________
 GX1133  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX1133  DYNAMIC HT  -         435.969 (meters)    1430.34  (feet)  COMP
 GX1133  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 GX1133
 GX1133  VERT ORDER  -  SECOND    CLASS 0
 GX1133
 GX1133.The horizontal coordinates were scaled from a topographic map and have
 GX1133.an estimated accuracy of +/- 6 seconds.
 GX1133
 GX1133.The orthometric height was determined by differential leveling
 GX1133.and adjusted by the National Geodetic Survey in June 1991..
 GX1133
 GX1133.The geoid height was determined by GEOID03.
 GX1133
 GX1133.The dynamic height is computed by dividing the NAVD 88
 GX1133.geopotential number by the normal gravity value computed on the
 GX1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1133.degrees latitude (g = 980.6199 gals.).
 GX1133
 GX1133.The modeled gravity was interpolated from observed gravity values.
 GX1133
 GX1133;                    North         East    Units  Estimated Accuracy
 GX1133;SPC WV S     -    63,760.      566,510.      MT  (+/- 180 meters Scaled)
 GX1133
 GX1133                          SUPERSEDED SURVEY CONTROL
 GX1133
 GX1133  NGVD 29 (??/??/92)  436.485  (m)         1432.03   (f) ADJ UNCH    2 0
 GX1133
 GX1133.Superseded values are not recommended for survey control.
 GX1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1133.See file dsdata.txt to determine how the superseded data were derived.
 GX1133
 GX1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB665586(NAD 83)
 GX1133_MARKER: DB = BENCH MARK DISK
 GX1133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1133_SP_SET: PIER
 GX1133_STAMPING: F 164 1960
 GX1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1133
 GX1133  HISTORY     - Date     Condition        Report By
 GX1133  HISTORY     - 1960     MONUMENTED       CGS
 GX1133
 GX1133                          STATION DESCRIPTION
 GX1133
 GX1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1133'0.8 MI E FROM MULLENS.
 GX1133'ABOUT 0.85 MILE EAST ALONG THE VIRGINIAN RAILWAY FROM THE
 GX1133'STATION AT MULLENS, AT THE OVERPASS OF STATE HIGHWAY 16 OVER THE
 GX1133'TRACKS, SET VERTICALLY IN THE NORTHEAST FACE OF THE FIRST CONCRETE
 GX1133'PIER SOUTHWEST OF TRACK, 6 FEET SOUTHWEST OF SOUTHWEST RAIL,
 GX1133'1 3/4 FEET NORTHWEST OF SOUTHEAST END OF PIER AND ABOUT LEVEL
 GX1133'WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1430 ***********************************************************************
 HW1430  DESIGNATION -  F 17
 HW1430  PID         -  HW1430
 HW1430  STATE/COUNTY-  WV/PENDLETON
 HW1430  USGS QUAD   -  FRANKLIN (1995)
 HW1430
 HW1430                         *CURRENT SURVEY CONTROL
 HW1430  ___________________________________________________________________
 HW1430* NAD 83(1986)-  38 43 57.     (N)    079 17 44.     (W)     SCALED    
 HW1430* NAVD 88     -       459.080  (meters)    1506.16   (feet)  ADJUSTED  
 HW1430  ___________________________________________________________________
 HW1430  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 HW1430  DYNAMIC HT  -         458.752 (meters)    1505.09  (feet)  COMP
 HW1430  MODELED GRAV-     979,899.2   (mgal)                       NAVD 88
 HW1430
 HW1430  VERT ORDER  -  SECOND    CLASS 0
 HW1430
 HW1430.The horizontal coordinates were scaled from a topographic map and have
 HW1430.an estimated accuracy of +/- 6 seconds.
 HW1430
 HW1430.The orthometric height was determined by differential leveling
 HW1430.and adjusted by the National Geodetic Survey in June 1991..
 HW1430
 HW1430.The geoid height was determined by GEOID03.
 HW1430
 HW1430.The dynamic height is computed by dividing the NAVD 88
 HW1430.geopotential number by the normal gravity value computed on the
 HW1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1430.degrees latitude (g = 980.6199 gals.).
 HW1430
 HW1430.The modeled gravity was interpolated from observed gravity values.
 HW1430
 HW1430;                    North         East    Units  Estimated Accuracy
 HW1430;SPC WV S     -   193,660.      748,190.      MT  (+/- 180 meters Scaled)
 HW1430
 HW1430                          SUPERSEDED SURVEY CONTROL
 HW1430
 HW1430  NGVD 29 (??/??/92)  459.204  (m)         1506.57   (f) ADJ UNCH    2 0
 HW1430
 HW1430.Superseded values are not recommended for survey control.
 HW1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1430.See file dsdata.txt to determine how the superseded data were derived.
 HW1430
 HW1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC481884(NAD 83)
 HW1430_MARKER: DB = BENCH MARK DISK
 HW1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1430_STAMPING: F 17 1934
 HW1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1430+STABILITY: SURFACE MOTION
 HW1430
 HW1430  HISTORY     - Date     Condition        Report By
 HW1430  HISTORY     - 1934     MONUMENTED       CGS
 HW1430  HISTORY     - 1954     MARK NOT FOUND   NGS
 HW1430
 HW1430                          STATION DESCRIPTION
 HW1430
 HW1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1430'1.5 MI N FROM RUDDLE.
 HW1430'1.5 MILES NORTH ALONG U.S. HIGHWAY 220 FROM RUDDLE, PENDLETON
 HW1430'COUNTY, OPPOSITE A VERY LARGE ROCK ON THE WEST SIDE OF THE
 HW1430'HIGHWAY, 6 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 HW1430'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 17 1934 AND
 HW1430'SET IN THE TOP OF A CONCRETE POST.
 HW1430
 HW1430                          STATION RECOVERY (1954)
 HW1430
 HW1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 HW1430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2238 ***********************************************************************
 HX2238  DESIGNATION -  F 175
 HX2238  PID         -  HX2238
 HX2238  STATE/COUNTY-  WV/BOONE
 HX2238  USGS QUAD   -  RACINE (1976)
 HX2238
 HX2238                         *CURRENT SURVEY CONTROL
 HX2238  ___________________________________________________________________
 HX2238* NAD 83(1986)-  38 08 01.     (N)    081 41 18.     (W)     SCALED    
 HX2238* NAVD 88     -       226.018  (meters)     741.53   (feet)  ADJUSTED  
 HX2238  ___________________________________________________________________
 HX2238  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HX2238  DYNAMIC HT  -         225.854 (meters)     740.99  (feet)  COMP
 HX2238  MODELED GRAV-     979,896.6   (mgal)                       NAVD 88
 HX2238
 HX2238  VERT ORDER  -  SECOND    CLASS 0
 HX2238
 HX2238.The horizontal coordinates were scaled from a topographic map and have
 HX2238.an estimated accuracy of +/- 6 seconds.
 HX2238
 HX2238.The orthometric height was determined by differential leveling
 HX2238.and adjusted by the National Geodetic Survey in June 1991..
 HX2238
 HX2238.The geoid height was determined by GEOID03.
 HX2238
 HX2238.The dynamic height is computed by dividing the NAVD 88
 HX2238.geopotential number by the normal gravity value computed on the
 HX2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2238.degrees latitude (g = 980.6199 gals.).
 HX2238
 HX2238.The modeled gravity was interpolated from observed gravity values.
 HX2238
 HX2238;                    North         East    Units  Estimated Accuracy
 HX2238;SPC WV S     -   126,040.      539,660.      MT  (+/- 180 meters Scaled)
 HX2238
 HX2238                          SUPERSEDED SURVEY CONTROL
 HX2238
 HX2238  NGVD 29 (??/??/92)  226.228  (m)          742.22   (f) ADJ UNCH    2 0
 HX2238
 HX2238.Superseded values are not recommended for survey control.
 HX2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2238.See file dsdata.txt to determine how the superseded data were derived.
 HX2238
 HX2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC396208(NAD 83)
 HX2238_MARKER: DB = BENCH MARK DISK
 HX2238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2238_SP_SET: BRIDGE
 HX2238_STAMPING: F 175 1958
 HX2238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2238
 HX2238  HISTORY     - Date     Condition        Report By
 HX2238  HISTORY     - 1958     MONUMENTED       CGS
 HX2238  HISTORY     - 1973     GOOD             LOCENG
 HX2238
 HX2238                          STATION DESCRIPTION
 HX2238
 HX2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2238'0.4 MI S FROM PEYTONA.
 HX2238'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE CROSSING OF
 HX2238'THE CHESAPEAKE AND OHIO RAILWAY AT PEYTONA, 0.55 MILE SOUTH OF
 HX2238'BENCH MARK N 39, 25 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 HX2238'IN TOP OF THE SOUTHWEST END OF THE SLANTING NORTHWEST HEAD WALL
 HX2238'FOR AN ARCHED CONCRETE BRIDGE UNDER THE HIGHWAY FOR DROWDY CREEK
 HX2238'JUST BELOW A WATER FALL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 HX2238'HIGHWAY.
 HX2238
 HX2238                          STATION RECOVERY (1973)
 HX2238
 HX2238'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2428 ***********************************************************************
 GX2428  DESIGNATION -  F 176
 GX2428  PID         -  GX2428
 GX2428  STATE/COUNTY-  WV/WYOMING
 GX2428  USGS QUAD   -  GILBERT (1977)
 GX2428
 GX2428                         *CURRENT SURVEY CONTROL
 GX2428  ___________________________________________________________________
 GX2428* NAD 83(1986)-  37 35 07.     (N)    081 49 14.     (W)     SCALED    
 GX2428* NAVD 88     -       303.949  (meters)     997.21   (feet)  ADJUSTED  
 GX2428  ___________________________________________________________________
 GX2428  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX2428  DYNAMIC HT  -         303.716 (meters)     996.44  (feet)  COMP
 GX2428  MODELED GRAV-     979,853.5   (mgal)                       NAVD 88
 GX2428
 GX2428  VERT ORDER  -  SECOND    CLASS 0
 GX2428
 GX2428.The horizontal coordinates were scaled from a topographic map and have
 GX2428.an estimated accuracy of +/- 6 seconds.
 GX2428
 GX2428.The orthometric height was determined by differential leveling
 GX2428.and adjusted by the National Geodetic Survey in June 1991..
 GX2428
 GX2428.The geoid height was determined by GEOID03.
 GX2428
 GX2428.The dynamic height is computed by dividing the NAVD 88
 GX2428.geopotential number by the normal gravity value computed on the
 GX2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2428.degrees latitude (g = 980.6199 gals.).
 GX2428
 GX2428.The modeled gravity was interpolated from observed gravity values.
 GX2428
 GX2428;                    North         East    Units  Estimated Accuracy
 GX2428;SPC WV S     -    65,280.      527,530.      MT  (+/- 180 meters Scaled)
 GX2428
 GX2428                          SUPERSEDED SURVEY CONTROL
 GX2428
 GX2428  NGVD 29 (??/??/92)  304.149  (m)          997.86   (f) ADJ UNCH    2 0
 GX2428
 GX2428.Superseded values are not recommended for survey control.
 GX2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2428.See file dsdata.txt to determine how the superseded data were derived.
 GX2428
 GX2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB275601(NAD 83)
 GX2428_MARKER: DB = BENCH MARK DISK
 GX2428_SETTING: 66 = SET IN ROCK OUTCROP
 GX2428_SP_SET: ROCK CUT
 GX2428_STAMPING: F 176 1958
 GX2428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2428+STABILITY: POSITION/ELEVATION WELL
 GX2428
 GX2428  HISTORY     - Date     Condition        Report By
 GX2428  HISTORY     - 1958     MONUMENTED       CGS
 GX2428  HISTORY     - 1963     GOOD             AEROS
 GX2428
 GX2428                          STATION DESCRIPTION
 GX2428
 GX2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2428'5.8 MI SE FROM GILBERT.
 GX2428'ABOUT 5.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION
 GX2428'OF STATE HIGHWAY 80 AT GILBERT, ABOUT 56 YARDS EAST OF THE
 GX2428'JUNCTION OF A BLACK TOP ROAD LEADING SOUTH ACROSS A WOODEN
 GX2428'BRIDGE OVER LITTLE HUFF CREEK, ON THE OUTSIDE OF A CURVE WITH
 GX2428'TANGENTS EXTENDING WEST AND SOUTHEAST, SET VERTICALLY IN THE SOUTH
 GX2428'FACE OF A LARGE OVERHANGING ROCK CUT, 27 FEET NORTH OF CENTER
 GX2428'LINE OF HIGHWAY, 2 1/2 FEET ABOVE THE GROUND AND ABOUT LEVEL WITH
 GX2428'HIGHWAY.
 GX2428
 GX2428                          STATION RECOVERY (1963)
 GX2428
 GX2428'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2453 ***********************************************************************
 GX2453  DESIGNATION -  F 178
 GX2453  PID         -  GX2453
 GX2453  STATE/COUNTY-  WV/WYOMING
 GX2453  USGS QUAD   -  PINEVILLE (1976)
 GX2453
 GX2453                         *CURRENT SURVEY CONTROL
 GX2453  ___________________________________________________________________
 GX2453* NAD 83(1986)-  37 34 39.     (N)    081 35 03.     (W)     SCALED    
 GX2453* NAVD 88     -       375.860  (meters)    1233.13   (feet)  ADJUSTED  
 GX2453  ___________________________________________________________________
 GX2453  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GX2453  DYNAMIC HT  -         375.560 (meters)    1232.15  (feet)  COMP
 GX2453  MODELED GRAV-     979,822.3   (mgal)                       NAVD 88
 GX2453
 GX2453  VERT ORDER  -  SECOND    CLASS 0
 GX2453
 GX2453.The horizontal coordinates were scaled from a topographic map and have
 GX2453.an estimated accuracy of +/- 6 seconds.
 GX2453
 GX2453.The orthometric height was determined by differential leveling
 GX2453.and adjusted by the National Geodetic Survey in June 1991..
 GX2453
 GX2453.The geoid height was determined by GEOID03.
 GX2453
 GX2453.The dynamic height is computed by dividing the NAVD 88
 GX2453.geopotential number by the normal gravity value computed on the
 GX2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2453.degrees latitude (g = 980.6199 gals.).
 GX2453
 GX2453.The modeled gravity was interpolated from observed gravity values.
 GX2453
 GX2453;                    North         East    Units  Estimated Accuracy
 GX2453;SPC WV S     -    64,260.      548,400.      MT  (+/- 180 meters Scaled)
 GX2453
 GX2453                          SUPERSEDED SURVEY CONTROL
 GX2453
 GX2453  NGVD 29 (??/??/92)  376.032  (m)         1233.70   (f) ADJ UNCH    2 0
 GX2453
 GX2453.Superseded values are not recommended for survey control.
 GX2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2453.See file dsdata.txt to determine how the superseded data were derived.
 GX2453
 GX2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB484591(NAD 83)
 GX2453_MARKER: DB = BENCH MARK DISK
 GX2453_SETTING: 66 = SET IN ROCK OUTCROP
 GX2453_SP_SET: CUT
 GX2453_STAMPING: F 178 1958
 GX2453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2453+STABILITY: POSITION/ELEVATION WELL
 GX2453
 GX2453  HISTORY     - Date     Condition        Report By
 GX2453  HISTORY     - 1958     MONUMENTED       CGS
 GX2453  HISTORY     - 1963     GOOD             AEROS
 GX2453  HISTORY     - 1980     GOOD             LOCSUR
 GX2453
 GX2453                          STATION DESCRIPTION
 GX2453
 GX2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2453'4.3 MI W FROM PINEVILLE.
 GX2453'ABOUT 4.3 MILES WEST ALONG A BLACK TOP ROAD TO BAILEYSVILLE
 GX2453'FROM THE COURTHOUSE AT PINEVILLE, ON THE INSIDE AND AT THE
 GX2453'NORTHEAST END OF A SHORT CURVE WITH TANGENTS EXTENDING NORTHEAST
 GX2453'AND WEST, AT THE JUNCTION OF A PRIVATE ROAD LEADING SOUTHWEST,
 GX2453'18 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 40 FEET WEST
 GX2453'OF THE CENTER OF THE JUNCTION OF ROAD SOUTHWEST, IN THE TOP OF
 GX2453'A LEDGE ON THE SOUTHEAST FACE OF A ROCK CUT, AND ABOUT 4 FEET
 GX2453'ABOVE THE LEVEL OF THE ROAD.
 GX2453
 GX2453                          STATION RECOVERY (1963)
 GX2453
 GX2453'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2453'RECOVERED IN GOOD CONDITION.
 GX2453
 GX2453                          STATION RECOVERY (1980)
 GX2453
 GX2453'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1894 ***********************************************************************
 GX1894  DESIGNATION -  F 179
 GX1894  PID         -  GX1894
 GX1894  STATE/COUNTY-  WV/MCDOWELL
 GX1894  USGS QUAD   -  WAR (1977)
 GX1894
 GX1894                         *CURRENT SURVEY CONTROL
 GX1894  ___________________________________________________________________
 GX1894* NAD 83(1986)-  37 19 04.     (N)    081 42 45.     (W)     SCALED    
 GX1894* NAVD 88     -       429.787  (meters)    1410.06   (feet)  ADJUSTED  
 GX1894  ___________________________________________________________________
 GX1894  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1894  DYNAMIC HT  -         429.425 (meters)    1408.87  (feet)  COMP
 GX1894  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 GX1894
 GX1894  VERT ORDER  -  SECOND    CLASS 0
 GX1894
 GX1894.The horizontal coordinates were scaled from a topographic map and have
 GX1894.an estimated accuracy of +/- 6 seconds.
 GX1894
 GX1894.The orthometric height was determined by differential leveling
 GX1894.and adjusted by the National Geodetic Survey in June 1991..
 GX1894
 GX1894.The geoid height was determined by GEOID03.
 GX1894
 GX1894.The dynamic height is computed by dividing the NAVD 88
 GX1894.geopotential number by the normal gravity value computed on the
 GX1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1894.degrees latitude (g = 980.6199 gals.).
 GX1894
 GX1894.The modeled gravity was interpolated from observed gravity values.
 GX1894
 GX1894;                    North         East    Units  Estimated Accuracy
 GX1894;SPC WV S     -    35,510.      536,840.      MT  (+/- 180 meters Scaled)
 GX1894
 GX1894                          SUPERSEDED SURVEY CONTROL
 GX1894
 GX1894  NGVD 29 (??/??/92)  429.948  (m)         1410.59   (f) ADJ UNCH    2 0
 GX1894
 GX1894.Superseded values are not recommended for survey control.
 GX1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1894.See file dsdata.txt to determine how the superseded data were derived.
 GX1894
 GX1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB368303(NAD 83)
 GX1894_MARKER: DB = BENCH MARK DISK
 GX1894_SETTING: 66 = SET IN ROCK OUTCROP
 GX1894_SP_SET: SET IN ROCK OUTCROP
 GX1894_STAMPING: F 179 1958
 GX1894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1894+STABILITY: POSITION/ELEVATION WELL
 GX1894
 GX1894  HISTORY     - Date     Condition        Report By
 GX1894  HISTORY     - 1958     MONUMENTED       CGS
 GX1894  HISTORY     - 20021120 MARK NOT FOUND   INDIV
 GX1894
 GX1894                          STATION DESCRIPTION
 GX1894
 GX1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1894'1 MI NW FROM SUSANNA.
 GX1894'0.95 MILE NORTHWEST ALONG STATE HIGHWAY 83 FROM THE NORFOLK
 GX1894'AND WESTERN RAILWAY OVERPASS OVER THE HIGHWAY AT SUSANNA, ON
 GX1894'THE SOUTHEAST SLOPE OF A LONG CROOKED GRADE, 22 FEET NORTH OF
 GX1894'THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE SOUTH FACE
 GX1894'OF A ROCK CUT, 60 FEET WEST OF THE NORTH END OF A 24-INCH PIPE
 GX1894'CULVERT WITH A CONCRETE HEAD WALL, AND ABOUT 2 FEET ABOVE THE
 GX1894'LEVEL OF THE HIGHWAY.
 GX1894
 GX1894                          STATION RECOVERY (2002)
 GX1894
 GX1894'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 GX1894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0330 ***********************************************************************
 JW0330  DESIGNATION -  F 18
 JW0330  PID         -  JW0330
 JW0330  STATE/COUNTY-  WV/HAMPSHIRE
 JW0330  USGS QUAD   -  ROMNEY (1979)
 JW0330
 JW0330                         *CURRENT SURVEY CONTROL
 JW0330  ___________________________________________________________________
 JW0330* NAD 83(1986)-  39 20 14.     (N)    078 47 03.     (W)     SCALED    
 JW0330* NAVD 88     -       207.768  (meters)     681.65   (feet)  ADJUSTED  
 JW0330  ___________________________________________________________________
 JW0330  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JW0330  DYNAMIC HT  -         207.640 (meters)     681.23  (feet)  COMP
 JW0330  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 JW0330
 JW0330  VERT ORDER  -  SECOND    CLASS 0
 JW0330
 JW0330.The horizontal coordinates were scaled from a topographic map and have
 JW0330.an estimated accuracy of +/- 6 seconds.
 JW0330
 JW0330.The orthometric height was determined by differential leveling
 JW0330.and adjusted by the National Geodetic Survey in June 1991..
 JW0330
 JW0330.The geoid height was determined by GEOID03.
 JW0330
 JW0330.The dynamic height is computed by dividing the NAVD 88
 JW0330.geopotential number by the normal gravity value computed on the
 JW0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0330.degrees latitude (g = 980.6199 gals.).
 JW0330
 JW0330.The modeled gravity was interpolated from observed gravity values.
 JW0330
 JW0330;                    North         East    Units  Estimated Accuracy
 JW0330;SPC WV N     -    93,190.      661,710.      MT  (+/- 180 meters Scaled)
 JW0330
 JW0330                          SUPERSEDED SURVEY CONTROL
 JW0330
 JW0330  NGVD 29 (??/??/92)  207.936  (m)          682.20   (f) ADJ UNCH    2 0
 JW0330
 JW0330.Superseded values are not recommended for survey control.
 JW0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0330.See file dsdata.txt to determine how the superseded data were derived.
 JW0330
 JW0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD909565(NAD 83)
 JW0330_MARKER: DB = BENCH MARK DISK
 JW0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0330_STAMPING: F 18 1934
 JW0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0330+STABILITY: SURFACE MOTION
 JW0330
 JW0330  HISTORY     - Date     Condition        Report By
 JW0330  HISTORY     - 1934     MONUMENTED       CGS
 JW0330  HISTORY     - 1934     GOOD             NGS
 JW0330
 JW0330                          STATION DESCRIPTION
 JW0330
 JW0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0330'AT VANDERLIP.
 JW0330'AT VANDERLIP, HAMPSHIRE COUNTY, ON U.S. HIGHWAY 50, AT THE
 JW0330'BALTIMORE AND OHIO RAILROAD CROSSING, 35 YARDS WEST OF THE POST
 JW0330'OFFICE AND THE WEST ROMNEY RAILROAD STATION, 8 YARDS NORTH OF THE
 JW0330'CENTERLINE OF THE HIGHWAY, AND 4 YARDS SOUTH OF THE CENTERLINE OF
 JW0330'THE TRACK.  A STANDARD DISK, STAMPED F 18 1934 AND SET IN THE
 JW0330'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2150 ***********************************************************************
 GX2150  DESIGNATION -  F 180
 GX2150  PID         -  GX2150
 GX2150  STATE/COUNTY-  WV/WYOMING
 GX2150  USGS QUAD   -  MATHENY (1976)
 GX2150
 GX2150                         *CURRENT SURVEY CONTROL
 GX2150  ___________________________________________________________________
 GX2150* NAD 83(1986)-  37 42 02.     (N)    081 36 52.     (W)     SCALED    
 GX2150* NAVD 88     -       395.633  (meters)    1298.01   (feet)  ADJUSTED  
 GX2150  ___________________________________________________________________
 GX2150  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX2150  DYNAMIC HT  -         395.318 (meters)    1296.97  (feet)  COMP
 GX2150  MODELED GRAV-     979,821.4   (mgal)                       NAVD 88
 GX2150
 GX2150  VERT ORDER  -  SECOND    CLASS 0
 GX2150
 GX2150.The horizontal coordinates were scaled from a topographic map and have
 GX2150.an estimated accuracy of +/- 6 seconds.
 GX2150
 GX2150.The orthometric height was determined by differential leveling
 GX2150.and adjusted by the National Geodetic Survey in June 1991..
 GX2150
 GX2150.The geoid height was determined by GEOID03.
 GX2150
 GX2150.The dynamic height is computed by dividing the NAVD 88
 GX2150.geopotential number by the normal gravity value computed on the
 GX2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2150.degrees latitude (g = 980.6199 gals.).
 GX2150
 GX2150.The modeled gravity was interpolated from observed gravity values.
 GX2150
 GX2150;                    North         East    Units  Estimated Accuracy
 GX2150;SPC WV S     -    77,930.      545,820.      MT  (+/- 180 meters Scaled)
 GX2150
 GX2150                          SUPERSEDED SURVEY CONTROL
 GX2150
 GX2150  NGVD 29 (??/??/92)  395.796  (m)         1298.54   (f) ADJ UNCH    2 0
 GX2150
 GX2150.Superseded values are not recommended for survey control.
 GX2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2150.See file dsdata.txt to determine how the superseded data were derived.
 GX2150
 GX2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB458727(NAD 83)
 GX2150_MARKER: DB = BENCH MARK DISK
 GX2150_SETTING: 66 = SET IN ROCK OUTCROP
 GX2150_SP_SET: ROCK CUT
 GX2150_STAMPING: F 180 1958
 GX2150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2150+STABILITY: POSITION/ELEVATION WELL
 GX2150
 GX2150  HISTORY     - Date     Condition        Report By
 GX2150  HISTORY     - 1958     MONUMENTED       CGS
 GX2150  HISTORY     - 1963     GOOD             AEROS
 GX2150
 GX2150                          STATION DESCRIPTION
 GX2150
 GX2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2150'1.7 MI E FROM OCEANA.
 GX2150'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE METHODIST
 GX2150'CHURCH AT OCEANA, THENCE 0.8 MILE NORTHEAST ALONG A BLACK TOP
 GX2150'ROAD TO TONEY FORK, 4.0 MILES SOUTHWEST OF THE SCHOOL AT
 GX2150'KOPPERSTON, 0.75 MILE NORTH OF THE POST OFFICE AT HATCHER, SET
 GX2150'VERTICALLY IN THE SOUTH FACE OF A LONG ROCK CUT, 19 FEET NORTH
 GX2150'OF THE CENTER LINE OF THE ROAD, ON THE OUTSIDE OF A LONG CURVE
 GX2150'WITH TANGENTS EXTENDING SOUTH AND EAST, 325 FEET WEST OF THE
 GX2150'EAST END OF THE CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2150
 GX2150                          STATION RECOVERY (1963)
 GX2150
 GX2150'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1212 ***********************************************************************
 GX1212  DESIGNATION -  F 181
 GX1212  PID         -  GX1212
 GX1212  STATE/COUNTY-  WV/WYOMING
 GX1212  USGS QUAD   -  MULLENS (1976)
 GX1212
 GX1212                         *CURRENT SURVEY CONTROL
 GX1212  ___________________________________________________________________
 GX1212* NAD 83(1986)-  37 34 45.     (N)    081 23 03.     (W)     SCALED    
 GX1212* NAVD 88     -       432.969  (meters)    1420.50   (feet)  ADJUSTED  
 GX1212  ___________________________________________________________________
 GX1212  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX1212  DYNAMIC HT  -         432.614 (meters)    1419.33  (feet)  COMP
 GX1212  MODELED GRAV-     979,799.0   (mgal)                       NAVD 88
 GX1212
 GX1212  VERT ORDER  -  SECOND    CLASS 0
 GX1212
 GX1212.The horizontal coordinates were scaled from a topographic map and have
 GX1212.an estimated accuracy of +/- 6 seconds.
 GX1212
 GX1212.The orthometric height was determined by differential leveling
 GX1212.and adjusted by the National Geodetic Survey in June 1991..
 GX1212
 GX1212.The geoid height was determined by GEOID03.
 GX1212
 GX1212.The dynamic height is computed by dividing the NAVD 88
 GX1212.geopotential number by the normal gravity value computed on the
 GX1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1212.degrees latitude (g = 980.6199 gals.).
 GX1212
 GX1212.The modeled gravity was interpolated from observed gravity values.
 GX1212
 GX1212;                    North         East    Units  Estimated Accuracy
 GX1212;SPC WV S     -    64,350.      566,070.      MT  (+/- 180 meters Scaled)
 GX1212
 GX1212                          SUPERSEDED SURVEY CONTROL
 GX1212
 GX1212  NGVD 29 (??/??/92)  433.126  (m)         1421.01   (f) ADJ UNCH    2 0
 GX1212
 GX1212.Superseded values are not recommended for survey control.
 GX1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1212.See file dsdata.txt to determine how the superseded data were derived.
 GX1212
 GX1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB660591(NAD 83)
 GX1212_MARKER: DB = BENCH MARK DISK
 GX1212_SETTING: 66 = SET IN ROCK OUTCROP
 GX1212_SP_SET: ROCK CUT
 GX1212_STAMPING: F 181 1958
 GX1212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1212+STABILITY: POSITION/ELEVATION WELL
 GX1212
 GX1212  HISTORY     - Date     Condition        Report By
 GX1212  HISTORY     - 1958     MONUMENTED       CGS
 GX1212  HISTORY     - 20030202 GOOD             INDIV
 GX1212
 GX1212                          STATION DESCRIPTION
 GX1212
 GX1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1212'0.5 MI SW FROM MULLENS.
 GX1212'ABOUT 0.5 MILE SOUTHWEST ALONG THE VIRGINIAN RAILWAY FROM THE
 GX1212'STATION AT MULLENS, SET VERTICALLY IN THE NORTH FACE OF A ROCK
 GX1212'CUT, 12 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, ACROSS
 GX1212'THE TRACK AND GUYANDOT RIVER AND ABOUT 45 YARDS WEST ALONG THE
 GX1212'TRACK FROM THE PROLONGATION OF THE WEST SIDE OF A LARGE SCHOOL,
 GX1212'111 FEET EAST OF POWER POLE W 1221 N, 10 FEET WEST OF THE EAST
 GX1212'END OF THE ROCK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 GX1212
 GX1212                          STATION RECOVERY (2003)
 GX1212
 GX1212'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1332 ***********************************************************************
 GX1332  DESIGNATION -  F 182
 GX1332  PID         -  GX1332
 GX1332  STATE/COUNTY-  WV/MCDOWELL
 GX1332  USGS QUAD   -  ANAWALT (1977)
 GX1332
 GX1332                         *CURRENT SURVEY CONTROL
 GX1332  ___________________________________________________________________
 GX1332* NAD 83(1986)-  37 22 13.     (N)    081 25 07.     (W)     SCALED    
 GX1332* NAVD 88     -       712.481  (meters)    2337.53   (feet)  ADJUSTED  
 GX1332  ___________________________________________________________________
 GX1332  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GX1332  DYNAMIC HT  -         711.865 (meters)    2335.51  (feet)  COMP
 GX1332  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 GX1332
 GX1332  VERT ORDER  -  SECOND    CLASS 0
 GX1332
 GX1332.The horizontal coordinates were scaled from a topographic map and have
 GX1332.an estimated accuracy of +/- 6 seconds.
 GX1332
 GX1332.The orthometric height was determined by differential leveling
 GX1332.and adjusted by the National Geodetic Survey in June 1991..
 GX1332
 GX1332.The geoid height was determined by GEOID03.
 GX1332
 GX1332.The dynamic height is computed by dividing the NAVD 88
 GX1332.geopotential number by the normal gravity value computed on the
 GX1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1332.degrees latitude (g = 980.6199 gals.).
 GX1332
 GX1332.The modeled gravity was interpolated from observed gravity values.
 GX1332
 GX1332;                    North         East    Units  Estimated Accuracy
 GX1332;SPC WV S     -    41,180.      562,920.      MT  (+/- 180 meters Scaled)
 GX1332
 GX1332                          SUPERSEDED SURVEY CONTROL
 GX1332
 GX1332  NGVD 29 (??/??/92)  712.617  (m)         2337.98   (f) ADJ UNCH    2 0
 GX1332
 GX1332.Superseded values are not recommended for survey control.
 GX1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1332.See file dsdata.txt to determine how the superseded data were derived.
 GX1332
 GX1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB629360(NAD 83)
 GX1332_MARKER: DB = BENCH MARK DISK
 GX1332_SETTING: 66 = SET IN ROCK OUTCROP
 GX1332_SP_SET: ROCK CUT
 GX1332_STAMPING: F 182 1958
 GX1332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1332+STABILITY: POSITION/ELEVATION WELL
 GX1332
 GX1332  HISTORY     - Date     Condition        Report By
 GX1332  HISTORY     - 1958     MONUMENTED       CGS
 GX1332
 GX1332                          STATION DESCRIPTION
 GX1332
 GX1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1332'2.7 MI S FROM UPLAND.
 GX1332'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE ELKHORN
 GX1332'DISTRICT HIGH SCHOOL AT UPLAND, THENCE 1.65 MILES SOUTHWEST ALONG
 GX1332'A BLACK TOP ROAD TO GARY, ON THE SOUTH SLOPE OF A LONG CROOKED
 GX1332'GRADE, ON THE OUTSIDE OF A HORSESHOE CURVE, SET VERTICALLY IN
 GX1332'THE WEST FACE OF A LARGE ROCK CUT, 22 FEET EAST OF THE CENTER
 GX1332'LINE OF ROAD, 42 FEET NORTH OF THE SOUTH END OF THE CUT, 110
 GX1332'FEET NORTH OF THE CENTER OF THE CURVE, AND ABOUT 1 1/2 FEET
 GX1332'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3173 ***********************************************************************
 GX3173  DESIGNATION -  F 183 RESET 1977
 GX3173  PID         -  GX3173
 GX3173  STATE/COUNTY-  WV/RALEIGH
 GX3173  USGS QUAD   -  ARNETT (1989)
 GX3173
 GX3173                         *CURRENT SURVEY CONTROL
 GX3173  ___________________________________________________________________
 GX3173* NAD 83(1986)-  37 46 01.     (N)    081 23 29.     (W)     SCALED    
 GX3173* NAVD 88     -       618.48   (+/-2cm)    2029.1    (feet)  VERTCON   
 GX3173  ___________________________________________________________________
 GX3173  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX3173
 GX3173  VERT ORDER  -  THIRD (See Below)
 GX3173
 GX3173.The horizontal coordinates were scaled from a topographic map and have
 GX3173.an estimated accuracy of +/- 6 seconds.
 GX3173
 GX3173.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3173.The vertical order pertains to the NGVD 29 superseded value.
 GX3173
 GX3173.The geoid height was determined by GEOID03.
 GX3173
 GX3173;                    North         East    Units  Estimated Accuracy
 GX3173;SPC WV S     -    85,200.      565,520.      MT  (+/- 180 meters Scaled)
 GX3173
 GX3173                          SUPERSEDED SURVEY CONTROL
 GX3173
 GX3173  NGVD 29 (09/25/03)  618.65   (m)         2029.7    (f) RESET       3  
 GX3173
 GX3173.Superseded values are not recommended for survey control.
 GX3173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3173.See file dsdata.txt to determine how the superseded data were derived.
 GX3173
 GX3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB655800(NAD 83)
 GX3173_MARKER: DB = BENCH MARK DISK
 GX3173_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX3173_SP_SET: HEADWALL
 GX3173_STAMPING: F 183 RESET 1977
 GX3173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3173+STABILITY: SURFACE MOTION
 GX3173
 GX3173  HISTORY     - Date     Condition        Report By
 GX3173  HISTORY     - 1977     MONUMENTED       WVHD
 GX3173
 GX3173                          STATION DESCRIPTION
 GX3173
 GX3173'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1977
 GX3173'3.5 MI SW FROM GLEN DANIEL.
 GX3173'3.5 MILES SOUTHWEST ALONG A BLACK TOP ROAD TO GLEN MORRISON FROM THE
 GX3173'POST OFFICE IN GLEN DANIEL, 0.75 MILE EAST OF A BLACK TOP ROAD
 GX3173'LEADING NORTH ON THE OUTSIDE AND AT THE NORTH END OF A CURVE WITH
 GX3173'TANGENTS EXTENDING NORTH AND WEST,  IN THE TOP OF A STANDARD CONCRETE
 GX3173'HEADWALL 24-INCH CMP UNDER ROAD, AND  IN THE NORTHWEST CORNER 16 FEET
 GX3173'EAST OF CENTERLINE OF ROAD.
 GX3173'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2047 ***********************************************************************
 GX2047  DESIGNATION -  F 184
 GX2047  PID         -  GX2047
 GX2047  STATE/COUNTY-  WV/MCDOWELL
 GX2047  USGS QUAD   -  GARY (1977)
 GX2047
 GX2047                         *CURRENT SURVEY CONTROL
 GX2047  ___________________________________________________________________
 GX2047* NAD 83(1986)-  37 17 40.     (N)    081 31 29.     (W)     SCALED    
 GX2047* NAVD 88     -       813.267  (meters)    2668.19   (feet)  ADJUSTED  
 GX2047  ___________________________________________________________________
 GX2047  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GX2047  DYNAMIC HT  -         812.576 (meters)    2665.93  (feet)  COMP
 GX2047  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 GX2047
 GX2047  VERT ORDER  -  SECOND    CLASS 0
 GX2047
 GX2047.The horizontal coordinates were scaled from a topographic map and have
 GX2047.an estimated accuracy of +/- 6 seconds.
 GX2047
 GX2047.The orthometric height was determined by differential leveling
 GX2047.and adjusted by the National Geodetic Survey in June 1991..
 GX2047
 GX2047.The geoid height was determined by GEOID03.
 GX2047
 GX2047.The dynamic height is computed by dividing the NAVD 88
 GX2047.geopotential number by the normal gravity value computed on the
 GX2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2047.degrees latitude (g = 980.6199 gals.).
 GX2047
 GX2047.The modeled gravity was interpolated from observed gravity values.
 GX2047
 GX2047;                    North         East    Units  Estimated Accuracy
 GX2047;SPC WV S     -    32,810.      553,470.      MT  (+/- 180 meters Scaled)
 GX2047
 GX2047                          SUPERSEDED SURVEY CONTROL
 GX2047
 GX2047  NGVD 29 (??/??/92)  813.419  (m)         2668.69   (f) ADJ UNCH    2 0
 GX2047
 GX2047.Superseded values are not recommended for survey control.
 GX2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2047.See file dsdata.txt to determine how the superseded data were derived.
 GX2047
 GX2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB534276(NAD 83)
 GX2047_MARKER: DB = BENCH MARK DISK
 GX2047_SETTING: 66 = SET IN ROCK OUTCROP
 GX2047_SP_SET: CUT
 GX2047_STAMPING: F 184 1958
 GX2047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2047+STABILITY: POSITION/ELEVATION WELL
 GX2047
 GX2047  HISTORY     - Date     Condition        Report By
 GX2047  HISTORY     - 1958     MONUMENTED       CGS
 GX2047
 GX2047                          STATION DESCRIPTION
 GX2047
 GX2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2047'3.9 MI SE FROM FILBERT.
 GX2047'3.9 MILES SOUTHEAST ALONG A MOUNTAIN ROAD FROM A MINE RAILROAD
 GX2047'OVERPASS AT FILBERT, 0.25 MILE NORTHWEST OF A SIDE ROAD LEADING
 GX2047'SOUTH, ON THE INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING
 GX2047'NORTH AND EAST, SET VERTICALLY IN THE SOUTHWEST FACE OF A 20-BY
 GX2047'2-FOOT HIGH ROCK AT THE BASE OF A THIN LAYERED ROCK CUT, 18 FEET
 GX2047'NORTHEAST OF THE CENTER LINE OF ROAD, 219 FEET SOUTHEAST OF THE
 GX2047'NORTHWEST END OF THE CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 GX2047'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2112 ***********************************************************************
 GX2112  DESIGNATION -  F 185
 GX2112  PID         -  GX2112
 GX2112  STATE/COUNTY-  WV/BOONE
 GX2112  USGS QUAD   -  WHARTON (1988)
 GX2112
 GX2112                         *CURRENT SURVEY CONTROL
 GX2112  ___________________________________________________________________
 GX2112* NAD 83(1986)-  37 58 21.     (N)    081 42 39.     (W)     SCALED    
 GX2112* NAVD 88     -       249.458  (meters)     818.43   (feet)  ADJUSTED  
 GX2112  ___________________________________________________________________
 GX2112  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GX2112  DYNAMIC HT  -         249.277 (meters)     817.84  (feet)  COMP
 GX2112  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 GX2112
 GX2112  VERT ORDER  -  SECOND    CLASS 0
 GX2112
 GX2112.The horizontal coordinates were scaled from a topographic map and have
 GX2112.an estimated accuracy of +/- 6 seconds.
 GX2112
 GX2112.The orthometric height was determined by differential leveling
 GX2112.and adjusted by the National Geodetic Survey in June 1991..
 GX2112
 GX2112.The geoid height was determined by GEOID03.
 GX2112
 GX2112.The dynamic height is computed by dividing the NAVD 88
 GX2112.geopotential number by the normal gravity value computed on the
 GX2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2112.degrees latitude (g = 980.6199 gals.).
 GX2112
 GX2112.The modeled gravity was interpolated from observed gravity values.
 GX2112
 GX2112;                    North         East    Units  Estimated Accuracy
 GX2112;SPC WV S     -   108,180.      537,550.      MT  (+/- 180 meters Scaled)
 GX2112
 GX2112                          SUPERSEDED SURVEY CONTROL
 GX2112
 GX2112  NGVD 29 (??/??/92)  249.665  (m)          819.11   (f) ADJ UNCH    2 0
 GX2112
 GX2112.Superseded values are not recommended for survey control.
 GX2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2112.See file dsdata.txt to determine how the superseded data were derived.
 GX2112
 GX2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC375030(NAD 83)
 GX2112_MARKER: DB = BENCH MARK DISK
 GX2112_SETTING: 66 = SET IN ROCK OUTCROP
 GX2112_SP_SET: ROCK CUT
 GX2112_STAMPING: F 185 1958
 GX2112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2112+STABILITY: POSITION/ELEVATION WELL
 GX2112
 GX2112  HISTORY     - Date     Condition        Report By
 GX2112  HISTORY     - 1958     MONUMENTED       CGS
 GX2112  HISTORY     - 1973     GOOD             LOCENG
 GX2112
 GX2112                          STATION DESCRIPTION
 GX2112
 GX2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2112'AT VAN.
 GX2112'AT VAN, 170 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF STATE
 GX2112'HIGHWAYS 78 LEADING EAST AND 79 LEADING SOUTH, SET VERTICALLY
 GX2112'IN THE SOUTH FACE OF SOLID 5-FOOT HIGH ROCK AT THE BOTTOM OF
 GX2112'A 9-FOOT HIGH ROCK CUT, 3 1/2 FEET ABOVE THE GROUND, 60 1/2
 GX2112'FEET NORTH OF CENTER LINE OF HIGHWAY 78, 16 1/2 FEET NORTH OF
 GX2112'THE NORTH RAIL OF THE CHESAPEAKE AND OHIO RAILWAY TRACK, 202
 GX2112'FEET NORTHWEST OF THE CENTER OF THE NORTHWEST END OF RAILWAY
 GX2112'BRIDGE OVER WEST FORK, 180 1/2 FEET NORTHEAST OF THE NORTHEAST
 GX2112'CORNER OF HIGHWAY 79 STEEL BRIDGE OVER POND FORK, AND ABOUT
 GX2112'2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND TRACK.
 GX2112
 GX2112                          STATION RECOVERY (1973)
 GX2112
 GX2112'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2244 ***********************************************************************
 HX2244  DESIGNATION -  F 186
 HX2244  PID         -  HX2244
 HX2244  STATE/COUNTY-  WV/BOONE
 HX2244  USGS QUAD   -  MADISON (1976)
 HX2244
 HX2244                         *CURRENT SURVEY CONTROL
 HX2244  ___________________________________________________________________
 HX2244* NAD 83(1986)-  38 02 08.     (N)    081 46 50.     (W)     SCALED    
 HX2244* NAVD 88     -       224.434  (meters)     736.33   (feet)  ADJUSTED  
 HX2244  ___________________________________________________________________
 HX2244  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HX2244  DYNAMIC HT  -         224.270 (meters)     735.79  (feet)  COMP
 HX2244  MODELED GRAV-     979,895.3   (mgal)                       NAVD 88
 HX2244
 HX2244  VERT ORDER  -  SECOND    CLASS 0
 HX2244
 HX2244.The horizontal coordinates were scaled from a topographic map and have
 HX2244.an estimated accuracy of +/- 6 seconds.
 HX2244
 HX2244.The orthometric height was determined by differential leveling
 HX2244.and adjusted by the National Geodetic Survey in June 1991..
 HX2244
 HX2244.The geoid height was determined by GEOID03.
 HX2244
 HX2244.The dynamic height is computed by dividing the NAVD 88
 HX2244.geopotential number by the normal gravity value computed on the
 HX2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2244.degrees latitude (g = 980.6199 gals.).
 HX2244
 HX2244.The modeled gravity was interpolated from observed gravity values.
 HX2244
 HX2244;                    North         East    Units  Estimated Accuracy
 HX2244;SPC WV S     -   115,220.      531,480.      MT  (+/- 180 meters Scaled)
 HX2244
 HX2244                          SUPERSEDED SURVEY CONTROL
 HX2244
 HX2244  NGVD 29 (??/??/92)  224.639  (m)          737.00   (f) ADJ UNCH    2 0
 HX2244
 HX2244.Superseded values are not recommended for survey control.
 HX2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2244.See file dsdata.txt to determine how the superseded data were derived.
 HX2244
 HX2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC315100(NAD 83)
 HX2244_MARKER: DB = BENCH MARK DISK
 HX2244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2244_SP_SET: ABUTMENT
 HX2244_STAMPING: F 186 1958
 HX2244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2244
 HX2244  HISTORY     - Date     Condition        Report By
 HX2244  HISTORY     - 1958     MONUMENTED       CGS
 HX2244  HISTORY     - 1973     GOOD             LOCENG
 HX2244
 HX2244                          STATION DESCRIPTION
 HX2244
 HX2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2244'3.7 MI SE FROM MADISON.
 HX2244'ABOUT 3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE
 HX2244'JUNCTION OF U.S. HIGHWAY 119 AT MADISON, 18 FEET NORTHEAST OF
 HX2244'CENTER LINE OF HIGHWAY AND ON THE OUTSIDE OF A CURVE, IN TOP OF
 HX2244'THE NORTHEAST END OF THE NORTHWEST ABUTMENT FOR A 15-FOOT
 HX2244'CONCRETE BRIDGE ACROSS JARRELL BRANCH, 1/2 FOOT NORTHEAST OF
 HX2244'CONCRETE BANISTER, AND ABOUT LEVEL WITH THE HIGHWAY.
 HX2244
 HX2244                          STATION RECOVERY (1973)
 HX2244
 HX2244'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2244'0.2 MILE S.E. OF UNCEDA POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2162 ***********************************************************************
 HX2162  DESIGNATION -  F 187
 HX2162  PID         -  HX2162
 HX2162  STATE/COUNTY-  WV/BOONE
 HX2162  USGS QUAD   -  RACINE (1976)
 HX2162
 HX2162                         *CURRENT SURVEY CONTROL
 HX2162  ___________________________________________________________________
 HX2162* NAD 83(1986)-  38 08 18.     (N)    081 38 05.     (W)     SCALED    
 HX2162* NAVD 88     -       211.335  (meters)     693.35   (feet)  ADJUSTED  
 HX2162  ___________________________________________________________________
 HX2162  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HX2162  DYNAMIC HT  -         211.182 (meters)     692.85  (feet)  COMP
 HX2162  MODELED GRAV-     979,900.9   (mgal)                       NAVD 88
 HX2162
 HX2162  VERT ORDER  -  SECOND    CLASS 0
 HX2162
 HX2162.The horizontal coordinates were scaled from a topographic map and have
 HX2162.an estimated accuracy of +/- 6 seconds.
 HX2162
 HX2162.The orthometric height was determined by differential leveling
 HX2162.and adjusted by the National Geodetic Survey in June 1991..
 HX2162
 HX2162.The geoid height was determined by GEOID03.
 HX2162
 HX2162.The dynamic height is computed by dividing the NAVD 88
 HX2162.geopotential number by the normal gravity value computed on the
 HX2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2162.degrees latitude (g = 980.6199 gals.).
 HX2162
 HX2162.The modeled gravity was interpolated from observed gravity values.
 HX2162
 HX2162;                    North         East    Units  Estimated Accuracy
 HX2162;SPC WV S     -   126,530.      544,360.      MT  (+/- 180 meters Scaled)
 HX2162
 HX2162                          SUPERSEDED SURVEY CONTROL
 HX2162
 HX2162  NGVD 29 (??/??/92)  211.544  (m)          694.04   (f) ADJ UNCH    2 0
 HX2162
 HX2162.Superseded values are not recommended for survey control.
 HX2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2162.See file dsdata.txt to determine how the superseded data were derived.
 HX2162
 HX2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC443213(NAD 83)
 HX2162_MARKER: DB = BENCH MARK DISK
 HX2162_SETTING: 66 = SET IN ROCK OUTCROP
 HX2162_SP_SET: ROCK CUT
 HX2162_STAMPING: F 187 1958
 HX2162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2162+STABILITY: POSITION/ELEVATION WELL
 HX2162
 HX2162  HISTORY     - Date     Condition        Report By
 HX2162  HISTORY     - 1958     MONUMENTED       CGS
 HX2162  HISTORY     - 1973     GOOD             LOCENG
 HX2162
 HX2162                          STATION DESCRIPTION
 HX2162
 HX2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2162'2 MI S FROM RACINE.
 HX2162'ABOUT 2.0 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2162'FROM THE FLAG STATION AT RACINE, 0.6 MILE SOUTH OF MILE POST
 HX2162'17, 0.4 MILE NORTH OF MILE POST 18, 425 YARDS SOUTH OF A CROSSING
 HX2162'AND A PATH LEADING EAST TO A FOOT BRIDGE OVER COAL RIVER, SET
 HX2162'VERTICALLY IN THE SOUTHEAST FACE OF A 10-FOOT HIGH SHALE CUT,
 HX2162'4 1/2 FEET ABOVE THE GROUND, 9.2 FEET NORTHWEST OF THE NORTHWEST
 HX2162'RAIL, 46 YARDS SOUTHWEST OF A CURVE WITH TANGENTS EXTENDING SOUTHWEST
 HX2162'AND WEST, 20 YARDS WEST-SOUTHWEST OF AND ACROSS THE TRACK FROM
 HX2162'TELEPHONE POLE E 34, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF
 HX2162'TRACK.
 HX2162
 HX2162                          STATION RECOVERY (1973)
 HX2162
 HX2162'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2162'ALSO. 975 FT. S.E. OF ROAD XING RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2118 ***********************************************************************
 GX2118  DESIGNATION -  F 188
 GX2118  PID         -  GX2118
 GX2118  STATE/COUNTY-  WV/BOONE
 GX2118  USGS QUAD   -  WHARTON (1988)
 GX2118
 GX2118                         *CURRENT SURVEY CONTROL
 GX2118  ___________________________________________________________________
 GX2118* NAD 83(1986)-  37 55 38.     (N)    081 41 54.     (W)     SCALED    
 GX2118* NAVD 88     -       276.219  (meters)     906.23   (feet)  ADJUSTED  
 GX2118  ___________________________________________________________________
 GX2118  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GX2118  DYNAMIC HT  -         276.016 (meters)     905.56  (feet)  COMP
 GX2118  MODELED GRAV-     979,887.0   (mgal)                       NAVD 88
 GX2118
 GX2118  VERT ORDER  -  SECOND    CLASS 0
 GX2118
 GX2118.The horizontal coordinates were scaled from a topographic map and have
 GX2118.an estimated accuracy of +/- 6 seconds.
 GX2118
 GX2118.The orthometric height was determined by differential leveling
 GX2118.and adjusted by the National Geodetic Survey in June 1991..
 GX2118
 GX2118.The geoid height was determined by GEOID03.
 GX2118
 GX2118.The dynamic height is computed by dividing the NAVD 88
 GX2118.geopotential number by the normal gravity value computed on the
 GX2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2118.degrees latitude (g = 980.6199 gals.).
 GX2118
 GX2118.The modeled gravity was interpolated from observed gravity values.
 GX2118
 GX2118;                    North         East    Units  Estimated Accuracy
 GX2118;SPC WV S     -   103,140.      538,610.      MT  (+/- 180 meters Scaled)
 GX2118
 GX2118                          SUPERSEDED SURVEY CONTROL
 GX2118
 GX2118  NGVD 29 (??/??/92)  276.422  (m)          906.89   (f) ADJ UNCH    2 0
 GX2118
 GX2118.Superseded values are not recommended for survey control.
 GX2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2118.See file dsdata.txt to determine how the superseded data were derived.
 GX2118
 GX2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB386979(NAD 83)
 GX2118_MARKER: DB = BENCH MARK DISK
 GX2118_SETTING: 66 = SET IN ROCK OUTCROP
 GX2118_SP_SET: ROCK CUT
 GX2118_STAMPING: F 188 1958
 GX2118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2118+STABILITY: POSITION/ELEVATION WELL
 GX2118
 GX2118  HISTORY     - Date     Condition        Report By
 GX2118  HISTORY     - 1958     MONUMENTED       CGS
 GX2118  HISTORY     - 1973     GOOD             LOCENG
 GX2118
 GX2118                          STATION DESCRIPTION
 GX2118
 GX2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2118'4.8 MI SE FROM VAN.
 GX2118'ABOUT 4.8 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE
 GX2118'JUNCTION OF STATE HIGHWAY 78 AT VAN, 1.6 MILES SOUTHEAST OF A
 GX2118'SMALL CONCRETE BRIDGE OVER CASEY CREEK AT CASEY, SET VERTICALLY
 GX2118'IN THE NORTH FACE OF A 15-FOOT HIGH ROCK CUT, 3 1/2 FEET ABOVE THE
 GX2118'GROUND, 21 FEET SOUTH OF CENTER LINE OF HIGHWAY AND ON THE
 GX2118'OUTSIDE OF A CURVE, 54 YARDS EAST OF A CULVERT FOR A SMALL RUN
 GX2118'AND SPRING, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2118
 GX2118                          STATION RECOVERY (1973)
 GX2118
 GX2118'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2356 ***********************************************************************
 GX2356  DESIGNATION -  F 189
 GX2356  PID         -  GX2356
 GX2356  STATE/COUNTY-  WV/LOGAN
 GX2356  USGS QUAD   -  AMHERSTDALE (1989)
 GX2356
 GX2356                         *CURRENT SURVEY CONTROL
 GX2356  ___________________________________________________________________
 GX2356* NAD 83(1986)-  37 45 30.     (N)    081 50 47.     (W)     SCALED    
 GX2356* NAVD 88     -       243.388  (meters)     798.52   (feet)  ADJUSTED  
 GX2356  ___________________________________________________________________
 GX2356  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GX2356  DYNAMIC HT  -         243.206 (meters)     797.92  (feet)  COMP
 GX2356  MODELED GRAV-     979,877.1   (mgal)                       NAVD 88
 GX2356
 GX2356  VERT ORDER  -  SECOND    CLASS 0
 GX2356
 GX2356.The horizontal coordinates were scaled from a topographic map and have
 GX2356.an estimated accuracy of +/- 6 seconds.
 GX2356
 GX2356.The orthometric height was determined by differential leveling
 GX2356.and adjusted by the National Geodetic Survey in June 1991..
 GX2356
 GX2356.The geoid height was determined by GEOID03.
 GX2356
 GX2356.The dynamic height is computed by dividing the NAVD 88
 GX2356.geopotential number by the normal gravity value computed on the
 GX2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2356.degrees latitude (g = 980.6199 gals.).
 GX2356
 GX2356.The modeled gravity was interpolated from observed gravity values.
 GX2356
 GX2356;                    North         East    Units  Estimated Accuracy
 GX2356;SPC WV S     -    84,510.      525,420.      MT  (+/- 180 meters Scaled)
 GX2356
 GX2356                          SUPERSEDED SURVEY CONTROL
 GX2356
 GX2356  NGVD 29 (??/??/92)  243.597  (m)          799.20   (f) ADJ UNCH    2 0
 GX2356
 GX2356.Superseded values are not recommended for survey control.
 GX2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2356.See file dsdata.txt to determine how the superseded data were derived.
 GX2356
 GX2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB254793(NAD 83)
 GX2356_MARKER: DB = BENCH MARK DISK
 GX2356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2356_SP_SET: BRIDGE
 GX2356_STAMPING: F 189 1958
 GX2356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2356
 GX2356  HISTORY     - Date     Condition        Report By
 GX2356  HISTORY     - 1958     MONUMENTED       CGS
 GX2356
 GX2356                          STATION DESCRIPTION
 GX2356
 GX2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2356'2.2 MI NE FROM MAN.
 GX2356'ABOUT 2.15 MILES NORTHEAST ALONG A BLACK TOP ROAD TO AMHERSTDALE
 GX2356'FROM HIGHWAY 10 BRIDGE OVER BUFFALO CREEK AT MAN, ACROSS BUFFALO
 GX2356'CREEK FROM CROWN POST OFFICE, 33 FEET SOUTHEAST OF THE CENTER
 GX2356'LINE OF ROAD, IN TOP OF THE SOUTHWEST END OF THE BACKWALL OF THE
 GX2356'NORTHWEST CONCRETE ABUTMENT FOR A NARROW CONCRETE BRIDGE OVER
 GX2356'BUFFALO CREEK FOR A ROAD LEADING SOUTHEAST INTO BULL HOLLOW,
 GX2356'8 1/2 FEET SOUTHWEST OF THE CENTER LINE OF ROAD LEADING SOUTHEAST,
 GX2356'AND ABOUT LEVEL WITH THE BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2140 ***********************************************************************
 GX2140  DESIGNATION -  F 190
 GX2140  PID         -  GX2140
 GX2140  STATE/COUNTY-  WV/WYOMING
 GX2140  USGS QUAD   -  PILOT KNOB (1989)
 GX2140
 GX2140                         *CURRENT SURVEY CONTROL
 GX2140  ___________________________________________________________________
 GX2140* NAD 83(1986)-  37 46 00.     (N)    081 34 00.     (W)     SCALED    
 GX2140* NAVD 88     -       814.985  (meters)    2673.83   (feet)  ADJUSTED  
 GX2140  ___________________________________________________________________
 GX2140  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX2140  DYNAMIC HT  -         814.348 (meters)    2671.74  (feet)  COMP
 GX2140  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 GX2140
 GX2140  VERT ORDER  -  SECOND    CLASS 0
 GX2140
 GX2140.The horizontal coordinates were scaled from a topographic map and have
 GX2140.an estimated accuracy of +/- 6 seconds.
 GX2140
 GX2140.The orthometric height was determined by differential leveling
 GX2140.and adjusted by the National Geodetic Survey in June 1991..
 GX2140
 GX2140.The geoid height was determined by GEOID03.
 GX2140
 GX2140.The dynamic height is computed by dividing the NAVD 88
 GX2140.geopotential number by the normal gravity value computed on the
 GX2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2140.degrees latitude (g = 980.6199 gals.).
 GX2140
 GX2140.The modeled gravity was interpolated from observed gravity values.
 GX2140
 GX2140;                    North         East    Units  Estimated Accuracy
 GX2140;SPC WV S     -    85,240.      550,070.      MT  (+/- 180 meters Scaled)
 GX2140
 GX2140                          SUPERSEDED SURVEY CONTROL
 GX2140
 GX2140  NGVD 29 (??/??/92)  815.157  (m)         2674.39   (f) ADJ UNCH    2 0
 GX2140
 GX2140.Superseded values are not recommended for survey control.
 GX2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2140.See file dsdata.txt to determine how the superseded data were derived.
 GX2140
 GX2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB500800(NAD 83)
 GX2140_MARKER: DB = BENCH MARK DISK
 GX2140_SETTING: 66 = SET IN ROCK OUTCROP
 GX2140_SP_SET: ROCK CUT
 GX2140_STAMPING: F 190 1958
 GX2140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2140+STABILITY: POSITION/ELEVATION WELL
 GX2140
 GX2140  HISTORY     - Date     Condition        Report By
 GX2140  HISTORY     - 1958     MONUMENTED       CGS
 GX2140
 GX2140                          STATION DESCRIPTION
 GX2140
 GX2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2140'10 MI SE FROM BALD KNOB.
 GX2140'ABOUT 6.2 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE BRIDGE
 GX2140'OVER JAMES BRANCH AT BALD KNOB, THENCE 3.85 MILES SOUTHEAST ALONG
 GX2140'A ROUGH ROAD FOLLOWING SKIN FORK AND LEADING ACROSS WALNUT GAP,
 GX2140'AT WALNUT GAP, SET VERTICALLY IN THE SLANTING EAST-SOUTHEAST
 GX2140'FACE OF BOTTOM LAYER OF ROCK IN 8-FOOT HIGH JUMBLED LAYER ROCK
 GX2140'CUT, 9 FEET WEST-NORTHWEST OF CENTER LINE OF ROAD, 137 YARDS
 GX2140'SOUTHWEST OF SUMMIT OF GAP AND THE JUNCTION OF A TRAIL ROAD
 GX2140'LEADING NORTHWEST AND UPHILL, 1 FOOT ABOVE THE GROUND, AND 1 FOOT
 GX2140'ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS MARK ALSO MAY BE
 GX2140'REACHED BY GOING 0.8 MILE NORTHEAST ALONG A BLACK TOP ROAD
 GX2140'FOLLOWING TONEY FORK UPSTREAM FROM THE SCHOOL AT KOPPERSTON,
 GX2140'WYOMING COUNTY, THENCE 2.05 MILES NORTHWEST AND NORTH ALONG A
 GX2140'ROUGH GRAVELED ROAD LEADING ACROSS WALNUT GAP INTO SKIN FORK AND
 GX2140'ON TO BALD KNOB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1906 ***********************************************************************
 GX1906  DESIGNATION -  F 191
 GX1906  PID         -  GX1906
 GX1906  STATE/COUNTY-  WV/MCDOWELL
 GX1906  USGS QUAD   -  BRADSHAW (1977)
 GX1906
 GX1906                         *CURRENT SURVEY CONTROL
 GX1906  ___________________________________________________________________
 GX1906* NAD 83(1986)-  37 20 30.     (N)    081 48 36.     (W)     SCALED    
 GX1906* NAVD 88     -       375.211  (meters)    1231.00   (feet)  ADJUSTED  
 GX1906  ___________________________________________________________________
 GX1906  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1906  DYNAMIC HT  -         374.903 (meters)    1229.99  (feet)  COMP
 GX1906  MODELED GRAV-     979,800.0   (mgal)                       NAVD 88
 GX1906
 GX1906  VERT ORDER  -  SECOND    CLASS 0
 GX1906
 GX1906.The horizontal coordinates were scaled from a topographic map and have
 GX1906.an estimated accuracy of +/- 6 seconds.
 GX1906
 GX1906.The orthometric height was determined by differential leveling
 GX1906.and adjusted by the National Geodetic Survey in June 1991..
 GX1906
 GX1906.The geoid height was determined by GEOID03.
 GX1906
 GX1906.The dynamic height is computed by dividing the NAVD 88
 GX1906.geopotential number by the normal gravity value computed on the
 GX1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1906.degrees latitude (g = 980.6199 gals.).
 GX1906
 GX1906.The modeled gravity was interpolated from observed gravity values.
 GX1906
 GX1906;                    North         East    Units  Estimated Accuracy
 GX1906;SPC WV S     -    38,240.      528,220.      MT  (+/- 180 meters Scaled)
 GX1906
 GX1906                          SUPERSEDED SURVEY CONTROL
 GX1906
 GX1906  NGVD 29 (??/??/92)  375.387  (m)         1231.58   (f) ADJ UNCH    2 0
 GX1906
 GX1906.Superseded values are not recommended for survey control.
 GX1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1906.See file dsdata.txt to determine how the superseded data were derived.
 GX1906
 GX1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB282330(NAD 83)
 GX1906_MARKER: DB = BENCH MARK DISK
 GX1906_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1906_SP_SET: ABUTMENT
 GX1906_STAMPING: F 191 1958
 GX1906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1906
 GX1906  HISTORY     - Date     Condition        Report By
 GX1906  HISTORY     - 1958     MONUMENTED       CGS
 GX1906  HISTORY     - 20021120 MARK NOT FOUND   INDIV
 GX1906
 GX1906                          STATION DESCRIPTION
 GX1906
 GX1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1906'1 MI SW FROM BRADSHAW.
 GX1906'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 GX1906'STATE HIGHWAY 80 AT BRADSHAW, IN THE TOP OF THE NORTHWEST END
 GX1906'OF THE NORTHEAST ABUTMENT OF A HEAVY CONCRETE BRIDGE OVER BRADSHAW
 GX1906'CREEK, 11 1/2 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 1 1/2
 GX1906'FEET NORTHWEST OF CONCRETE BANISTER AND ABOUT 1/2 FOOT BELOW LEVEL
 GX1906'OF HIGHWAY.
 GX1906
 GX1906                          STATION RECOVERY (2002)
 GX1906
 GX1906'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 GX1906'NEW BRIDGE THAT HAS A COE DISK THAT WAS SET IN 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0718 ***********************************************************************
 GX0718  DESIGNATION -  F 192
 GX0718  PID         -  GX0718
 GX0718  STATE/COUNTY-  WV/SUMMERS
 GX0718  USGS QUAD   -  TALCOTT (1968)
 GX0718
 GX0718                         *CURRENT SURVEY CONTROL
 GX0718  ___________________________________________________________________
 GX0718* NAD 83(1986)-  37 39 35.     (N)    080 49 32.     (W)     SCALED    
 GX0718* NAVD 88     -       442.832  (meters)    1452.86   (feet)  ADJUSTED  
 GX0718  ___________________________________________________________________
 GX0718  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX0718  DYNAMIC HT  -         442.463 (meters)    1451.65  (feet)  COMP
 GX0718  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GX0718
 GX0718  VERT ORDER  -  FIRST     CLASS II
 GX0718
 GX0718.The horizontal coordinates were scaled from a topographic map and have
 GX0718.an estimated accuracy of +/- 6 seconds.
 GX0718
 GX0718.The orthometric height was determined by differential leveling
 GX0718.and adjusted by the National Geodetic Survey in June 1991..
 GX0718
 GX0718.The geoid height was determined by GEOID03.
 GX0718
 GX0718.The dynamic height is computed by dividing the NAVD 88
 GX0718.geopotential number by the normal gravity value computed on the
 GX0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0718.degrees latitude (g = 980.6199 gals.).
 GX0718
 GX0718.The modeled gravity was interpolated from observed gravity values.
 GX0718
 GX0718;                    North         East    Units  Estimated Accuracy
 GX0718;SPC WV S     -    73,240.      615,390.      MT  (+/- 180 meters Scaled)
 GX0718
 GX0718                          SUPERSEDED SURVEY CONTROL
 GX0718
 GX0718  NGVD 29 (??/??/92)  442.993  (m)         1453.39   (f) ADJ UNCH    1 2
 GX0718
 GX0718.Superseded values are not recommended for survey control.
 GX0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0718.See file dsdata.txt to determine how the superseded data were derived.
 GX0718
 GX0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB153680(NAD 83)
 GX0718_MARKER: DB = BENCH MARK DISK
 GX0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0718_SP_SET: CULVERT
 GX0718_STAMPING: F 192 1958
 GX0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0718
 GX0718  HISTORY     - Date     Condition        Report By
 GX0718  HISTORY     - 1958     MONUMENTED       CGS
 GX0718
 GX0718                          STATION DESCRIPTION
 GX0718
 GX0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0718'4.8 MI W FROM TALCOTT.
 GX0718'ABOUT 4.8 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0718'THE STATION AT TALCOTT, 43 1/2 FEET NORTH OF AND DIAGONALLY
 GX0718'ACROSS THE TRACKS FROM MILEPOST 352, 11 FEET NORTHEAST OF THE
 GX0718'NORTHEAST RAIL OF THE NORTHEAST TRACK, AND AT OUTSIDE OF A CURVE,
 GX0718'IN TOP OF THE NORTH WING WALL FOR A 30-INCH PIPE CULVERT, 3 FEET
 GX0718'NORTHEAST OF THE NORTHEAST EDGE OF THE NORTHEAST HEAD WALL FOR
 GX0718'SAME CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1879 ***********************************************************************
 GX1879  DESIGNATION -  F 193
 GX1879  PID         -  GX1879
 GX1879  STATE/COUNTY-  WV/MCDOWELL
 GX1879  USGS QUAD   -  AMONATE (1977)
 GX1879
 GX1879                         *CURRENT SURVEY CONTROL
 GX1879  ___________________________________________________________________
 GX1879* NAD 83(1986)-  37 14 53.     (N)    081 38 23.     (W)     SCALED    
 GX1879* NAVD 88     -       470.994  (meters)    1545.25   (feet)  ADJUSTED  
 GX1879  ___________________________________________________________________
 GX1879  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GX1879  DYNAMIC HT  -         470.589 (meters)    1543.92  (feet)  COMP
 GX1879  MODELED GRAV-     979,758.0   (mgal)                       NAVD 88
 GX1879
 GX1879  VERT ORDER  -  SECOND    CLASS 0
 GX1879
 GX1879.The horizontal coordinates were scaled from a topographic map and have
 GX1879.an estimated accuracy of +/- 6 seconds.
 GX1879
 GX1879.The orthometric height was determined by differential leveling
 GX1879.and adjusted by the National Geodetic Survey in June 1991..
 GX1879
 GX1879.The geoid height was determined by GEOID03.
 GX1879
 GX1879.The dynamic height is computed by dividing the NAVD 88
 GX1879.geopotential number by the normal gravity value computed on the
 GX1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1879.degrees latitude (g = 980.6199 gals.).
 GX1879
 GX1879.The modeled gravity was interpolated from observed gravity values.
 GX1879
 GX1879;                    North         East    Units  Estimated Accuracy
 GX1879;SPC WV S     -    27,730.      543,240.      MT  (+/- 180 meters Scaled)
 GX1879
 GX1879                          SUPERSEDED SURVEY CONTROL
 GX1879
 GX1879  NGVD 29 (??/??/92)  471.136  (m)         1545.72   (f) ADJ UNCH    2 0
 GX1879
 GX1879.Superseded values are not recommended for survey control.
 GX1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1879.See file dsdata.txt to determine how the superseded data were derived.
 GX1879
 GX1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB432225(NAD 83)
 GX1879_MARKER: DB = BENCH MARK DISK
 GX1879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1879_SP_SET: OVERPASS
 GX1879_STAMPING: F 193 1958
 GX1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1879
 GX1879  HISTORY     - Date     Condition        Report By
 GX1879  HISTORY     - 1958     MONUMENTED       CGS
 GX1879
 GX1879                          STATION DESCRIPTION
 GX1879
 GX1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1879'AT CANEBRAKE.
 GX1879'AT CANEBRAKE, ABOUT 0.2 MILE EAST ALONG A BLACK TOP ROAD LEADING
 GX1879'TO SQUIRE FROM THE POST OFFICE, SET VERTICALLY IN THE NORTH FACE
 GX1879'OF SOUTH CONCRETE WING WALL OF NORFOLK AND WESTERN RAILWAY
 GX1879'OVERPASS OVER ROAD, 15 FEET SOUTH OF CENTER LINE OF ROAD, 2 FEET
 GX1879'WEST OF EAST OF WING WALL AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2090 ***********************************************************************
 GX2090  DESIGNATION -  F 194
 GX2090  PID         -  GX2090
 GX2090  STATE/COUNTY-  WV/MCDOWELL
 GX2090  USGS QUAD   -  GARY (1977)
 GX2090
 GX2090                         *CURRENT SURVEY CONTROL
 GX2090  ___________________________________________________________________
 GX2090* NAD 83(1986)-  37 21 48.     (N)    081 31 57.     (W)     SCALED    
 GX2090* NAVD 88     -       449.074  (meters)    1473.34   (feet)  ADJUSTED  
 GX2090  ___________________________________________________________________
 GX2090  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX2090  DYNAMIC HT  -         448.697 (meters)    1472.10  (feet)  COMP
 GX2090  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 GX2090
 GX2090  VERT ORDER  -  SECOND    CLASS 0
 GX2090
 GX2090.The horizontal coordinates were scaled from a topographic map and have
 GX2090.an estimated accuracy of +/- 6 seconds.
 GX2090
 GX2090.The orthometric height was determined by differential leveling
 GX2090.and adjusted by the National Geodetic Survey in June 1991..
 GX2090
 GX2090.The geoid height was determined by GEOID03.
 GX2090
 GX2090.The dynamic height is computed by dividing the NAVD 88
 GX2090.geopotential number by the normal gravity value computed on the
 GX2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2090.degrees latitude (g = 980.6199 gals.).
 GX2090
 GX2090.The modeled gravity was interpolated from observed gravity values.
 GX2090
 GX2090;                    North         East    Units  Estimated Accuracy
 GX2090;SPC WV S     -    40,460.      552,830.      MT  (+/- 180 meters Scaled)
 GX2090
 GX2090                          SUPERSEDED SURVEY CONTROL
 GX2090
 GX2090  NGVD 29 (??/??/92)  449.225  (m)         1473.83   (f) ADJ UNCH    2 0
 GX2090
 GX2090.Superseded values are not recommended for survey control.
 GX2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2090.See file dsdata.txt to determine how the superseded data were derived.
 GX2090
 GX2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB528353(NAD 83)
 GX2090_MARKER: DB = BENCH MARK DISK
 GX2090_SETTING: 66 = SET IN ROCK OUTCROP
 GX2090_SP_SET: OUTCROP
 GX2090_STAMPING: F 194 1958
 GX2090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2090+STABILITY: POSITION/ELEVATION WELL
 GX2090
 GX2090  HISTORY     - Date     Condition        Report By
 GX2090  HISTORY     - 1958     MONUMENTED       CGS
 GX2090
 GX2090                          STATION DESCRIPTION
 GX2090
 GX2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2090'1.2 MI E FROM GARY.
 GX2090'1.25 MILES EAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF A
 GX2090'BLACK TOP ROAD LEADING SOUTH TO ELBERT AT GARY, ON THE INSIDE OF
 GX2090'A SLIGHT CURVE WITH TANGENTS EXTENDING EAST AND NORTHWEST, AT
 GX2090'A POINT WHERE THE HIGHWAY PASSES THRU AN OLD CEMETERY, SET
 GX2090'VERTICALLY IN THE SOUTHWEST FACE OF A LOW ROCK CUT, 14 FEET
 GX2090'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF
 GX2090'A 14-INCH CEDAR TREE THAT IS IN THE CEMETERY, 15 FEET SOUTHEAST
 GX2090'OF THE NORTHWEST END OF THE ROCK, AND ABOUT 2 1/2 FEET ABOVE THE
 GX2090'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2080 ***********************************************************************
 GX2080  DESIGNATION -  F 195
 GX2080  PID         -  GX2080
 GX2080  STATE/COUNTY-  WV/MCDOWELL
 GX2080  USGS QUAD   -  WAR (1977)
 GX2080
 GX2080                         *CURRENT SURVEY CONTROL
 GX2080  ___________________________________________________________________
 GX2080* NAD 83(1986)-  37 21 47.     (N)    081 38 33.     (W)     SCALED    
 GX2080* NAVD 88     -       520.202  (meters)    1706.70   (feet)  ADJUSTED  
 GX2080  ___________________________________________________________________
 GX2080  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX2080  DYNAMIC HT  -         519.770 (meters)    1705.28  (feet)  COMP
 GX2080  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 GX2080
 GX2080  VERT ORDER  -  SECOND    CLASS 0
 GX2080
 GX2080.The horizontal coordinates were scaled from a topographic map and have
 GX2080.an estimated accuracy of +/- 6 seconds.
 GX2080
 GX2080.The orthometric height was determined by differential leveling
 GX2080.and adjusted by the National Geodetic Survey in June 1991..
 GX2080
 GX2080.The geoid height was determined by GEOID03.
 GX2080
 GX2080.The dynamic height is computed by dividing the NAVD 88
 GX2080.geopotential number by the normal gravity value computed on the
 GX2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2080.degrees latitude (g = 980.6199 gals.).
 GX2080
 GX2080.The modeled gravity was interpolated from observed gravity values.
 GX2080
 GX2080;                    North         East    Units  Estimated Accuracy
 GX2080;SPC WV S     -    40,490.      543,080.      MT  (+/- 180 meters Scaled)
 GX2080
 GX2080                          SUPERSEDED SURVEY CONTROL
 GX2080
 GX2080  NGVD 29 (??/??/92)  520.366  (m)         1707.23   (f) ADJ UNCH    2 0
 GX2080
 GX2080.Superseded values are not recommended for survey control.
 GX2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2080.See file dsdata.txt to determine how the superseded data were derived.
 GX2080
 GX2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB431353(NAD 83)
 GX2080_MARKER: DB = BENCH MARK DISK
 GX2080_SETTING: 66 = SET IN ROCK OUTCROP
 GX2080_SP_SET: CUT
 GX2080_STAMPING: F 195 1958
 GX2080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2080+STABILITY: POSITION/ELEVATION WELL
 GX2080
 GX2080  HISTORY     - Date     Condition        Report By
 GX2080  HISTORY     - 1958     MONUMENTED       CGS
 GX2080  HISTORY     - 20021120 MARK NOT FOUND   INDIV
 GX2080
 GX2080                          STATION DESCRIPTION
 GX2080
 GX2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2080'4.7 MI NE FROM SUSANNA.
 GX2080'4.7 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 GX2080'STATE HIGHWAY 83 AT SUSANNA, 0.65 MILE SOUTH OF THE POST OFFICE
 GX2080'AT SIX, ALONG A VERY SHORT NORTH-SOUTH TANGENT BETWEEN CURVES
 GX2080'WITH TANGENTS EXTENDING NORTH-SOUTHWEST AND SOUTH-EAST, SET
 GX2080'VERTICALLY IN THE EAST FACE OF A ROCK CUT, 17 FEET WEST OF THE
 GX2080'CENTER LINE OF THE HIGHWAY, 36 FEET SOUTH OF THE NORTH END OF THE
 GX2080'CUT, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2080
 GX2080                          STATION RECOVERY (2002)
 GX2080
 GX2080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 GX2080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2300 ***********************************************************************
 GX2300  DESIGNATION -  F 196
 GX2300  PID         -  GX2300
 GX2300  STATE/COUNTY-  WV/BOONE
 GX2300  USGS QUAD   -  CLOTHIER (1989)
 GX2300
 GX2300                         *CURRENT SURVEY CONTROL
 GX2300  ___________________________________________________________________
 GX2300* NAD 83(1986)-  37 59 42.     (N)    081 48 51.     (W)     SCALED    
 GX2300* NAVD 88     -       231.125  (meters)     758.28   (feet)  ADJUSTED  
 GX2300  ___________________________________________________________________
 GX2300  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GX2300  DYNAMIC HT  -         230.957 (meters)     757.73  (feet)  COMP
 GX2300  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 GX2300
 GX2300  VERT ORDER  -  SECOND    CLASS 0
 GX2300
 GX2300.The horizontal coordinates were scaled from a topographic map and have
 GX2300.an estimated accuracy of +/- 6 seconds.
 GX2300
 GX2300.The orthometric height was determined by differential leveling
 GX2300.and adjusted by the National Geodetic Survey in June 1991..
 GX2300
 GX2300.The geoid height was determined by GEOID03.
 GX2300
 GX2300.The dynamic height is computed by dividing the NAVD 88
 GX2300.geopotential number by the normal gravity value computed on the
 GX2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2300.degrees latitude (g = 980.6199 gals.).
 GX2300
 GX2300.The modeled gravity was interpolated from observed gravity values.
 GX2300
 GX2300;                    North         East    Units  Estimated Accuracy
 GX2300;SPC WV S     -   110,750.      528,490.      MT  (+/- 180 meters Scaled)
 GX2300
 GX2300                          SUPERSEDED SURVEY CONTROL
 GX2300
 GX2300  NGVD 29 (??/??/92)  231.334  (m)          758.97   (f) ADJ UNCH    2 0
 GX2300
 GX2300.Superseded values are not recommended for survey control.
 GX2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2300.See file dsdata.txt to determine how the superseded data were derived.
 GX2300
 GX2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC285055(NAD 83)
 GX2300_MARKER: DB = BENCH MARK DISK
 GX2300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2300_SP_SET: BRIDGE
 GX2300_STAMPING: F 196 1958
 GX2300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2300
 GX2300  HISTORY     - Date     Condition        Report By
 GX2300  HISTORY     - 1958     MONUMENTED       CGS
 GX2300  HISTORY     - 1973     GOOD             LOCENG
 GX2300
 GX2300                          STATION DESCRIPTION
 GX2300
 GX2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2300'0.2 MI NE FROM GREENVIEW.
 GX2300'ABOUT 0.2 MILE NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX2300'FROM THE METHODIST CHURCH AT GREENVIEW, ABOUT 12 1/2 RAILS
 GX2300'EAST OF MILEPOST 44, 6 FEET SOUTH OF THE SOUTH RAIL, IN TOP
 GX2300'OF THE SOUTH END OF THE WEST ABUTMENT FOR BRIDGE 439 OVER SPRUCE
 GX2300'FORK, 2 FEET NORTH OF THE SOUTH END OF THE ABUTMENT, AND ABOUT
 GX2300'1 FOOT BELOW THE LEVEL OF THE TRACK.
 GX2300
 GX2300                          STATION RECOVERY (1973)
 GX2300
 GX2300'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2300'MARK 475 FT. EAST OF MILE POST 44, OR 575 FT. EAST OF SECONDARY ROAD
 GX2300'AND R.R. X-ING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1276 ***********************************************************************
 GX1276  DESIGNATION -  F 197
 GX1276  PID         -  GX1276
 GX1276  STATE/COUNTY-  WV/MCDOWELL
 GX1276  USGS QUAD   -  KEYSTONE (1976)
 GX1276
 GX1276                         *CURRENT SURVEY CONTROL
 GX1276  ___________________________________________________________________
 GX1276* NAD 83(1986)-  37 25 14.     (N)    081 29 10.     (W)     SCALED    
 GX1276* NAVD 88     -       467.205  (meters)    1532.82   (feet)  ADJUSTED  
 GX1276  ___________________________________________________________________
 GX1276  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX1276  DYNAMIC HT  -         466.814 (meters)    1531.54  (feet)  COMP
 GX1276  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 GX1276
 GX1276  VERT ORDER  -  SECOND    CLASS 0
 GX1276
 GX1276.The horizontal coordinates were scaled from a topographic map and have
 GX1276.an estimated accuracy of +/- 6 seconds.
 GX1276
 GX1276.The orthometric height was determined by differential leveling
 GX1276.and adjusted by the National Geodetic Survey in June 1991..
 GX1276
 GX1276.The geoid height was determined by GEOID03.
 GX1276
 GX1276.The dynamic height is computed by dividing the NAVD 88
 GX1276.geopotential number by the normal gravity value computed on the
 GX1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1276.degrees latitude (g = 980.6199 gals.).
 GX1276
 GX1276.The modeled gravity was interpolated from observed gravity values.
 GX1276
 GX1276;                    North         East    Units  Estimated Accuracy
 GX1276;SPC WV S     -    46,790.      556,970.      MT  (+/- 180 meters Scaled)
 GX1276
 GX1276                          SUPERSEDED SURVEY CONTROL
 GX1276
 GX1276  NGVD 29 (??/??/92)  467.362  (m)         1533.34   (f) ADJ UNCH    2 0
 GX1276
 GX1276.Superseded values are not recommended for survey control.
 GX1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1276.See file dsdata.txt to determine how the superseded data were derived.
 GX1276
 GX1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB569416(NAD 83)
 GX1276_MARKER: DB = BENCH MARK DISK
 GX1276_SETTING: 66 = SET IN ROCK OUTCROP
 GX1276_SP_SET: ROCK CUT
 GX1276_STAMPING: F 197 1958
 GX1276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1276+STABILITY: POSITION/ELEVATION WELL
 GX1276
 GX1276  HISTORY     - Date     Condition        Report By
 GX1276  HISTORY     - 1958     MONUMENTED       CGS
 GX1276
 GX1276                          STATION DESCRIPTION
 GX1276
 GX1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1276'1.3 MI SE FROM KIMBALL.
 GX1276'ABOUT 1.3 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1276'FROM THE STATION AT KIMBALL, 0.35 MILE EAST OF A ROAD CROSSING
 GX1276'AT VIVIAN, 10 1/2 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 GX1276'TRACK, SET VERTICALLY IN THE SOUTH FACE OF A LARGE ROCK CUT, 240
 GX1276'FEET EAST OF THE WEST END OF THE ROCK, ACROSS THE CREEK AND
 GX1276'DIRECTLY IN LINE WITH THE WEST END OF THE WEST ONE OF SEVEN
 GX1276'TWO-STORY YELLOW PAINTED HOUSES ALONG THE SOUTH BANK OF ELKHORN
 GX1276'CREEK, 2 1/2 FEET ABOVE THE GROUND, AND ABOUT 1 FOOT ABOVE THE
 GX1276'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1253 ***********************************************************************
 GX1253  DESIGNATION -  F 198
 GX1253  PID         -  GX1253
 GX1253  STATE/COUNTY-  WV/FAYETTE
 GX1253  USGS QUAD   -  THURMOND (1988)
 GX1253
 GX1253                         *CURRENT SURVEY CONTROL
 GX1253  ___________________________________________________________________
 GX1253* NAD 83(1986)-  37 56 13.     (N)    081 03 44.     (W)     SCALED    
 GX1253* NAVD 88     -       329.556  (meters)    1081.22   (feet)  ADJUSTED  
 GX1253  ___________________________________________________________________
 GX1253  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX1253  DYNAMIC HT  -         329.303 (meters)    1080.39  (feet)  COMP
 GX1253  MODELED GRAV-     979,851.1   (mgal)                       NAVD 88
 GX1253
 GX1253  VERT ORDER  -  FIRST     CLASS II
 GX1253
 GX1253.The horizontal coordinates were scaled from a topographic map and have
 GX1253.an estimated accuracy of +/- 6 seconds.
 GX1253
 GX1253.The orthometric height was determined by differential leveling
 GX1253.and adjusted by the National Geodetic Survey in June 1991..
 GX1253
 GX1253.The geoid height was determined by GEOID03.
 GX1253
 GX1253.The dynamic height is computed by dividing the NAVD 88
 GX1253.geopotential number by the normal gravity value computed on the
 GX1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1253.degrees latitude (g = 980.6199 gals.).
 GX1253
 GX1253.The modeled gravity was interpolated from observed gravity values.
 GX1253
 GX1253;                    North         East    Units  Estimated Accuracy
 GX1253;SPC WV S     -   103,990.      594,530.      MT  (+/- 180 meters Scaled)
 GX1253
 GX1253                          SUPERSEDED SURVEY CONTROL
 GX1253
 GX1253  NGVD 29 (??/??/92)  329.732  (m)         1081.80   (f) ADJ UNCH    1 2
 GX1253
 GX1253.Superseded values are not recommended for survey control.
 GX1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1253.See file dsdata.txt to determine how the superseded data were derived.
 GX1253
 GX1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB945988(NAD 83)
 GX1253_MARKER: DB = BENCH MARK DISK
 GX1253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1253_SP_SET: CULVERT
 GX1253_STAMPING: F 198 1958
 GX1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1253
 GX1253  HISTORY     - Date     Condition        Report By
 GX1253  HISTORY     - 1958     MONUMENTED       CGS
 GX1253
 GX1253                          STATION DESCRIPTION
 GX1253
 GX1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1253'1.8 MI SE FROM THURMOND.
 GX1253'ABOUT 1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1253'FROM THE STATION AT THURMOND, 149 YARDS NORTH OF MILEPOST 389,
 GX1253'57 YARDS SOUTH OF THE FLAG STATION AT STONE CLIFF, 15 YARDS
 GX1253'NORTH OF STEEL BRIDGE OVERPASS NO. FH 3891 OVER THE C. AND O.
 GX1253'RY. FOR ROAD ACROSS NEW RIVER, IN TOP OF THE NORTH END OF THE
 GX1253'WEST HEAD WALL OF A 6-FOOT CONCRETE ARCH CULVERT UNDER THE
 GX1253'TRACK, 18 1/2 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, AND
 GX1253'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0751 ***********************************************************************
 GX0751  DESIGNATION -  F 199
 GX0751  PID         -  GX0751
 GX0751  STATE/COUNTY-  WV/SUMMERS
 GX0751  USGS QUAD   -  MEADOW CREEK (1988)
 GX0751
 GX0751                         *CURRENT SURVEY CONTROL
 GX0751  ___________________________________________________________________
 GX0751* NAD 83(1986)-  37 49 04.     (N)    080 56 10.     (W)     SCALED    
 GX0751* NAVD 88     -       385.344  (meters)    1264.25   (feet)  ADJUSTED  
 GX0751  ___________________________________________________________________
 GX0751  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GX0751  DYNAMIC HT  -         385.028 (meters)    1263.21  (feet)  COMP
 GX0751  MODELED GRAV-     979,798.8   (mgal)                       NAVD 88
 GX0751
 GX0751  VERT ORDER  -  FIRST     CLASS II
 GX0751
 GX0751.The horizontal coordinates were scaled from a topographic map and have
 GX0751.an estimated accuracy of +/- 6 seconds.
 GX0751
 GX0751.The orthometric height was determined by differential leveling
 GX0751.and adjusted by the National Geodetic Survey in June 1991..
 GX0751
 GX0751.The geoid height was determined by GEOID03.
 GX0751
 GX0751.The dynamic height is computed by dividing the NAVD 88
 GX0751.geopotential number by the normal gravity value computed on the
 GX0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0751.degrees latitude (g = 980.6199 gals.).
 GX0751
 GX0751.The modeled gravity was interpolated from observed gravity values.
 GX0751
 GX0751;                    North         East    Units  Estimated Accuracy
 GX0751;SPC WV S     -    90,770.      605,630.      MT  (+/- 180 meters Scaled)
 GX0751
 GX0751                          SUPERSEDED SURVEY CONTROL
 GX0751
 GX0751  NGVD 29 (??/??/92)  385.509  (m)         1264.79   (f) ADJ UNCH    1 2
 GX0751
 GX0751.Superseded values are not recommended for survey control.
 GX0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0751.See file dsdata.txt to determine how the superseded data were derived.
 GX0751
 GX0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB056855(NAD 83)
 GX0751_MARKER: DB = BENCH MARK DISK
 GX0751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0751_SP_SET: CULVERT
 GX0751_STAMPING: F 199 1958
 GX0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0751
 GX0751  HISTORY     - Date     Condition        Report By
 GX0751  HISTORY     - 1958     MONUMENTED       CGS
 GX0751
 GX0751                          STATION DESCRIPTION
 GX0751
 GX0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0751'0.9 MI NW FROM MEADOW CREEK.
 GX0751'ABOUT 0.9 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0751'FROM THE STATION AT MEADOW CREEK, 0.4 MILE NORTHWEST OF MILEPOST
 GX0751'370, 0.4 MILE SOUTHEAST OF THE SUMMERS-FAYETTE COUNTY LINE, 9.8
 GX0751'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK AND AT
 GX0751'OUTSIDE OF A CURVE, BELOW THE HIGHEST PART OF A SHALE ROCK CUT,
 GX0751'IN TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL
 GX0751'OF A 4-FOOT CONCRETE CULVERT, 0.7 FOOT NORTHWEST OF THE SOUTHEAST
 GX0751'END OF THE HEAD WALL, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 GX0751'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0227 ***********************************************************************
 JX0227  DESIGNATION -  F 2
 JX0227  PID         -  JX0227
 JX0227  STATE/COUNTY-  WV/BARBOUR
 JX0227  USGS QUAD   -  AUDRA (1977)
 JX0227
 JX0227                         *CURRENT SURVEY CONTROL
 JX0227  ___________________________________________________________________
 JX0227* NAD 83(1986)-  39 05 11.     (N)    080 03 34.     (W)     SCALED    
 JX0227* NAVD 88     -       418.003  (meters)    1371.40   (feet)  ADJUSTED  
 JX0227  ___________________________________________________________________
 JX0227  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JX0227  DYNAMIC HT  -         417.720 (meters)    1370.47  (feet)  COMP
 JX0227  MODELED GRAV-     979,937.2   (mgal)                       NAVD 88
 JX0227
 JX0227  VERT ORDER  -  FIRST     CLASS II
 JX0227
 JX0227.The horizontal coordinates were scaled from a topographic map and have
 JX0227.an estimated accuracy of +/- 6 seconds.
 JX0227
 JX0227.The orthometric height was determined by differential leveling
 JX0227.and adjusted by the National Geodetic Survey in June 1991..
 JX0227
 JX0227.The geoid height was determined by GEOID03.
 JX0227
 JX0227.The dynamic height is computed by dividing the NAVD 88
 JX0227.geopotential number by the normal gravity value computed on the
 JX0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0227.degrees latitude (g = 980.6199 gals.).
 JX0227
 JX0227.The modeled gravity was interpolated from observed gravity values.
 JX0227
 JX0227;                    North         East    Units  Estimated Accuracy
 JX0227;SPC WV N     -    65,250.      551,600.      MT  (+/- 180 meters Scaled)
 JX0227
 JX0227                          SUPERSEDED SURVEY CONTROL
 JX0227
 JX0227  NGVD 29 (??/??/92)  418.181  (m)         1371.98   (f) ADJ UNCH    1 2
 JX0227
 JX0227.Superseded values are not recommended for survey control.
 JX0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0227.See file dsdata.txt to determine how the superseded data were derived.
 JX0227
 JX0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND813267(NAD 83)
 JX0227_MARKER: DB = BENCH MARK DISK
 JX0227_SETTING: 66 = SET IN ROCK OUTCROP
 JX0227_SP_SET: BOULDER
 JX0227_STAMPING: F 2 1933
 JX0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0227+STABILITY: POSITION/ELEVATION WELL
 JX0227
 JX0227  HISTORY     - Date     Condition        Report By
 JX0227  HISTORY     - 1933     MONUMENTED       CGS
 JX0227
 JX0227                          STATION DESCRIPTION
 JX0227
 JX0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0227'6.6 MI S FROM PHILIPPI.
 JX0227'6.6 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0227'STATION AT PHILIPPI, BARBOUR COUNTY, 1.2 MILES SOUTHEAST OF TYGART
 JX0227'JUNCTION, 20 YARDS WEST OF THE CENTERLINE OF THE TRACK, IN THE
 JX0227'TOP OF A LARGE BOULDER, AND ABOUT 2 YARDS LOWER THAN THE RAIL.
 JX0227'A STANDARD DISK, STAMPED F 2 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0116 ***********************************************************************
 HX0116  DESIGNATION -  F 20
 HX0116  PID         -  HX0116
 HX0116  STATE/COUNTY-  WV/UPSHUR
 HX0116  USGS QUAD   -  ADRIAN (1979)
 HX0116
 HX0116                         *CURRENT SURVEY CONTROL
 HX0116  ___________________________________________________________________
 HX0116* NAD 83(1986)-  38 54 16.     (N)    080 16 22.     (W)     SCALED    
 HX0116* NAVD 88     -       434.764  (meters)    1426.39   (feet)  POSTED    
 HX0116  ___________________________________________________________________
 HX0116  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HX0116  DYNAMIC HT  -         434.470 (meters)    1425.42  (feet)  COMP
 HX0116  MODELED GRAV-     979,930.9   (mgal)                       NAVD 88
 HX0116
 HX0116  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HX0116
 HX0116.The horizontal coordinates were scaled from a topographic map and have
 HX0116.an estimated accuracy of +/- 6 seconds.
 HX0116
 HX0116.The orthometric height was determined by differential leveling
 HX0116.and adjusted by the National Geodetic Survey in 1992..
 HX0116.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HX0116.rate of 3.1 thru 4.0 mm/km.
 HX0116
 HX0116.The geoid height was determined by GEOID03.
 HX0116
 HX0116.The dynamic height is computed by dividing the NAVD 88
 HX0116.geopotential number by the normal gravity value computed on the
 HX0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0116.degrees latitude (g = 980.6199 gals.).
 HX0116
 HX0116.The modeled gravity was interpolated from observed gravity values.
 HX0116
 HX0116;                    North         East    Units  Estimated Accuracy
 HX0116;SPC WV S     -   211,630.      663,080.      MT  (+/- 180 meters Scaled)
 HX0116
 HX0116                          SUPERSEDED SURVEY CONTROL
 HX0116
 HX0116  NGVD 29 (??/??/92)  434.964  (m)         1427.04   (f) ADJ UNCH    2 0
 HX0116
 HX0116.Superseded values are not recommended for survey control.
 HX0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0116.See file dsdata.txt to determine how the superseded data were derived.
 HX0116
 HX0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND630064(NAD 83)
 HX0116_MARKER: DB = BENCH MARK DISK
 HX0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0116_STAMPING: F 20 1935
 HX0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0116+STABILITY: SURFACE MOTION
 HX0116
 HX0116  HISTORY     - Date     Condition        Report By
 HX0116  HISTORY     - 1935     MONUMENTED       CGS
 HX0116  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0116
 HX0116                          STATION DESCRIPTION
 HX0116
 HX0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0116'AT ADRIAN.
 HX0116'AT ADRIAN, ABOUT 310 FEET EAST OF THE BALTIMORE AND OHIO
 HX0116'RAILROAD STATION, 20 FEET WEST OF A WATER TOWER, 18 FEET NORTH
 HX0116'OF THE CENTERLINE OF THE MAIN TRACK, AND LEVEL WITH THE TRACK.
 HX0116'A STANDARD DISK, STAMPED F 20 1935 AND SET IN THE TOP OF A
 HX0116'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0404 ***********************************************************************
 GX0404  DESIGNATION -  F 200
 GX0404  PID         -  GX0404
 GX0404  STATE/COUNTY-  WV/MONROE
 GX0404  USGS QUAD   -  PETERSTOWN (1984)
 GX0404
 GX0404                         *CURRENT SURVEY CONTROL
 GX0404  ___________________________________________________________________
 GX0404* NAD 83(1986)-  37 24 21.     (N)    080 47 31.     (W)     SCALED    
 GX0404* NAVD 88     -       526.728  (meters)    1728.11   (feet)  ADJUSTED  
 GX0404  ___________________________________________________________________
 GX0404  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0404  DYNAMIC HT  -         526.282 (meters)    1726.64  (feet)  COMP
 GX0404  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 GX0404
 GX0404  VERT ORDER  -  FIRST     CLASS II
 GX0404
 GX0404.The horizontal coordinates were scaled from a topographic map and have
 GX0404.an estimated accuracy of +/- 6 seconds.
 GX0404
 GX0404.The orthometric height was determined by differential leveling
 GX0404.and adjusted by the National Geodetic Survey in June 1991..
 GX0404
 GX0404.The geoid height was determined by GEOID03.
 GX0404
 GX0404.The dynamic height is computed by dividing the NAVD 88
 GX0404.geopotential number by the normal gravity value computed on the
 GX0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0404.degrees latitude (g = 980.6199 gals.).
 GX0404
 GX0404.The modeled gravity was interpolated from observed gravity values.
 GX0404
 GX0404;                    North         East    Units  Estimated Accuracy
 GX0404;SPC WV S     -    45,060.      618,420.      MT  (+/- 180 meters Scaled)
 GX0404
 GX0404                          SUPERSEDED SURVEY CONTROL
 GX0404
 GX0404  NGVD 29 (??/??/92)  526.863  (m)         1728.55   (f) ADJ UNCH    1 2
 GX0404
 GX0404.Superseded values are not recommended for survey control.
 GX0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0404.See file dsdata.txt to determine how the superseded data were derived.
 GX0404
 GX0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB184399(NAD 83)
 GX0404_MARKER: DB = BENCH MARK DISK
 GX0404_SETTING: 80 = SET IN A BOULDER
 GX0404_SP_SET: BOULDER
 GX0404_MARK LOGO: CGS   
 GX0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0404+STABILITY: SURFACE MOTION
 GX0404
 GX0404  HISTORY     - Date     Condition        Report By
 GX0404  HISTORY     - 1958     MONUMENTED       CGS
 GX0404  HISTORY     - 1984     GOOD             NGS
 GX0404
 GX0404                          STATION DESCRIPTION
 GX0404
 GX0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0404'0.7 MI NE FROM PETERSTOWN.
 GX0404'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 GX0404'U.S. HIGHWAY 219 AT PETERSTOWN, 0.35 MILE SOUTH OF Y JUNCTION
 GX0404'OF BLACK TOP ROAD 24 LEADING NORTHWEST TO BOZOO, 0.25 MILE NORTH
 GX0404'OF A HIGHWAY MAINTENANCE YARD AND CITY LIMIT SIGN, 21 1/2 FEET
 GX0404'WEST OF CENTER LINE OF HIGHWAY AND AT INSIDE OF A CURVE, IN
 GX0404'TOP AND NEAR THE CENTER OF A 7-BY 5-FOOT EXPOSED PART OF FLAT
 GX0404'BOULDER, 280 FEET NORTH OF AND ACROSS THE HIGHWAY FROM THE
 GX0404'NORTHWEST CORNER OF A TWO-STORY STONE AND CONCRETE BLOCK MASONRY
 GX0404'BUILDING OCCUPIED BY CARDENS MAYTAG CO. AND A SERVICE STATION,
 GX0404'66 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 GX0404'113-509 40 C 5, 6 FEET SOUTHWEST OF A STEEL WITNESS POST, AND
 GX0404'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 GX0404
 GX0404                          STATION RECOVERY (1984)
 GX0404
 GX0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0658 ***********************************************************************
 GX0658  DESIGNATION -  F 201
 GX0658  PID         -  GX0658
 GX0658  STATE/COUNTY-  WV/SUMMERS
 GX0658  USGS QUAD   -  FOREST HILL (1976)
 GX0658
 GX0658                         *CURRENT SURVEY CONTROL
 GX0658  ___________________________________________________________________
 GX0658* NAD 83(1986)-  37 35 40.     (N)    080 47 30.     (W)     SCALED    
 GX0658* NAVD 88     -       475.635  (meters)    1560.48   (feet)  ADJUSTED  
 GX0658  ___________________________________________________________________
 GX0658  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0658  DYNAMIC HT  -         475.236 (meters)    1559.17  (feet)  COMP
 GX0658  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 GX0658
 GX0658  VERT ORDER  -  FIRST     CLASS II
 GX0658
 GX0658.The horizontal coordinates were scaled from a topographic map and have
 GX0658.an estimated accuracy of +/- 6 seconds.
 GX0658
 GX0658.The orthometric height was determined by differential leveling
 GX0658.and adjusted by the National Geodetic Survey in June 1991..
 GX0658.WARNING-Repeat measurements at this control monument indicate possible
 GX0658.vertical movement.
 GX0658
 GX0658.The geoid height was determined by GEOID03.
 GX0658
 GX0658.The dynamic height is computed by dividing the NAVD 88
 GX0658.geopotential number by the normal gravity value computed on the
 GX0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0658.degrees latitude (g = 980.6199 gals.).
 GX0658
 GX0658.The modeled gravity was interpolated from observed gravity values.
 GX0658
 GX0658;                    North         East    Units  Estimated Accuracy
 GX0658;SPC WV S     -    66,000.      618,400.      MT  (+/- 180 meters Scaled)
 GX0658
 GX0658                          SUPERSEDED SURVEY CONTROL
 GX0658
 GX0658  NGVD 29 (??/??/92)  475.809  (m)         1561.05   (f) ADJ UNCH    1 2
 GX0658
 GX0658.Superseded values are not recommended for survey control.
 GX0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0658.See file dsdata.txt to determine how the superseded data were derived.
 GX0658
 GX0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB183608(NAD 83)
 GX0658_MARKER: DB = BENCH MARK DISK
 GX0658_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX0658_STAMPING: F 201 1958
 GX0658_MARK LOGO: CGS   
 GX0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0658+STABILITY: SURFACE MOTION
 GX0658
 GX0658  HISTORY     - Date     Condition        Report By
 GX0658  HISTORY     - 1958     MONUMENTED       CGS
 GX0658  HISTORY     - 1984     GOOD             NGS
 GX0658  HISTORY     - 1985     GOOD             NGS
 GX0658
 GX0658                          STATION DESCRIPTION
 GX0658
 GX0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0658'1.8 MI N FROM FOREST HILL.
 GX0658'ABOUT 1.8 MILES NORTH ALONG STATE HIGHWAY 12 FROM THE FOREST
 GX0658'HILL METHODIST CHURCH AT FOREST HILL, 1.05 MILES NORTH OF THE
 GX0658'JUNCTION OF BLACK TOP ROAD 20 LEADING SOUTHEAST TO MARIE, 0.4
 GX0658'MILE SOUTH OF THE JUNCTION OF BLACK TOP ROAD 29 LEADING EAST
 GX0658'AND THENCE NORTH TO A 4 H CAMP, 16 FEET EAST OF CENTER LINE
 GX0658'OF HIGHWAY, IN TOP OF THE NORTH END OF THE EAST CONCRETE HEAD
 GX0658'WALL OF A 16-FOOT CONCRETE AND STONE MASONRY CULVERT FOR SPRUCE
 GX0658'RUN UNDER THE HIGHWAY, 20 YARDS EAST OF AND ACROSS THE HIGHWAY
 GX0658'FROM THE Y JUNCTION OF GRAVEL ROADS LEADING SOUTH AND SOUTHWEST
 GX0658'TO SPRUCE RUN CHAPEL, 12 YARDS SOUTHEAST OF THE CENTER OF
 GX0658'JUNCTION OF A DIRT ROAD LEADING WEST AND UPHILL, AND ABOUT 1
 GX0658'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 GX0658
 GX0658                          STATION RECOVERY (1984)
 GX0658
 GX0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0658'RECOVERED IN GOOD CONDITION.
 GX0658
 GX0658                          STATION RECOVERY (1985)
 GX0658
 GX0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GX0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0682 ***********************************************************************
 GX0682  DESIGNATION -  F 202
 GX0682  PID         -  GX0682
 GX0682  STATE/COUNTY-  WV/GREENBRIER
 GX0682  USGS QUAD   -  FORT SPRING (1971)
 GX0682
 GX0682                         *CURRENT SURVEY CONTROL
 GX0682  ___________________________________________________________________
 GX0682* NAD 83(1986)-  37 43 53.     (N)    080 35 24.     (W)     SCALED    
 GX0682* NAVD 88     -       485.215  (meters)    1591.91   (feet)  ADJUSTED  
 GX0682  ___________________________________________________________________
 GX0682  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX0682  DYNAMIC HT  -         484.819 (meters)    1590.61  (feet)  COMP
 GX0682  MODELED GRAV-     979,799.1   (mgal)                       NAVD 88
 GX0682
 GX0682  VERT ORDER  -  FIRST     CLASS II
 GX0682
 GX0682.The horizontal coordinates were scaled from a topographic map and have
 GX0682.an estimated accuracy of +/- 6 seconds.
 GX0682
 GX0682.The orthometric height was determined by differential leveling
 GX0682.and adjusted by the National Geodetic Survey in June 1991..
 GX0682
 GX0682.The geoid height was determined by GEOID03.
 GX0682
 GX0682.The dynamic height is computed by dividing the NAVD 88
 GX0682.geopotential number by the normal gravity value computed on the
 GX0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0682.degrees latitude (g = 980.6199 gals.).
 GX0682
 GX0682.The modeled gravity was interpolated from observed gravity values.
 GX0682
 GX0682;                    North         East    Units  Estimated Accuracy
 GX0682;SPC WV S     -    81,260.      636,140.      MT  (+/- 180 meters Scaled)
 GX0682
 GX0682                          SUPERSEDED SURVEY CONTROL
 GX0682
 GX0682  NGVD 29 (??/??/92)  485.382  (m)         1592.46   (f) ADJ UNCH    1 2
 GX0682
 GX0682.Superseded values are not recommended for survey control.
 GX0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0682.See file dsdata.txt to determine how the superseded data were derived.
 GX0682
 GX0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB361760(NAD 83)
 GX0682_MARKER: DB = BENCH MARK DISK
 GX0682_SETTING: 66 = SET IN ROCK OUTCROP
 GX0682_SP_SET: ROCK CUT
 GX0682_STAMPING: F 202 1958
 GX0682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0682+STABILITY: POSITION/ELEVATION WELL
 GX0682
 GX0682  HISTORY     - Date     Condition        Report By
 GX0682  HISTORY     - 1958     MONUMENTED       CGS
 GX0682  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0682
 GX0682                          STATION DESCRIPTION
 GX0682
 GX0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0682'3 MI SW FROM FORT SPRING.
 GX0682'ABOUT 3.05 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0682'FROM THE STATION AT FORT SPRING, ABOUT 3.45 MILES EAST ALONG THE
 GX0682'C. AND O. RY. FROM THE STATION AT ALDERSON, MONROE COUNTY, 0.25
 GX0682'MILE WEST OF MILEPOST 332, 21.4 FEET SOUTH OF THE SOUTH RAIL, SET
 GX0682'VERTICALLY IN THE NORTH FACE OF 6 1/2-FOOT HIGH ROCK AT THE EAST
 GX0682'END OF CUT, 2 1/2 FEET ABOVE THE GROUND, 54.6 FEET WEST OF THE
 GX0682'EAST END OF A ROCK FALL WARNING FENCE ALONG THE RAILWAY, 5 YARDS
 GX0682'WEST OF THE EAST END OF ROCK CUT, 35 YARDS EAST OF THE CENTER OF
 GX0682'TRIGGER SECTION FOR WARNING FENCE, AND ABOUT LEVEL WITH THE TRACK.
 GX0682
 GX0682                          STATION RECOVERY (1983)
 GX0682
 GX0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0682'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0682'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1881 ***********************************************************************
 HX1881  DESIGNATION -  F 203
 HX1881  PID         -  HX1881
 HX1881  STATE/COUNTY-  WV/FAYETTE
 HX1881  USGS QUAD   -  BECKWITH (1976)
 HX1881
 HX1881                         *CURRENT SURVEY CONTROL
 HX1881  ___________________________________________________________________
 HX1881* NAD 83(1986)-  38 07 24.     (N)    081 13 36.     (W)     SCALED    
 HX1881* NAVD 88     -       202.553  (meters)     664.54   (feet)  ADJUSTED  
 HX1881  ___________________________________________________________________
 HX1881  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HX1881  DYNAMIC HT  -         202.407 (meters)     664.06  (feet)  COMP
 HX1881  MODELED GRAV-     979,903.3   (mgal)                       NAVD 88
 HX1881
 HX1881  VERT ORDER  -  FIRST     CLASS II
 HX1881
 HX1881.The horizontal coordinates were scaled from a topographic map and have
 HX1881.an estimated accuracy of +/- 6 seconds.
 HX1881
 HX1881.The orthometric height was determined by differential leveling
 HX1881.and adjusted by the National Geodetic Survey in June 1991..
 HX1881
 HX1881.The geoid height was determined by GEOID03.
 HX1881
 HX1881.The dynamic height is computed by dividing the NAVD 88
 HX1881.geopotential number by the normal gravity value computed on the
 HX1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1881.degrees latitude (g = 980.6199 gals.).
 HX1881
 HX1881.The modeled gravity was interpolated from observed gravity values.
 HX1881
 HX1881;                    North         East    Units  Estimated Accuracy
 HX1881;SPC WV S     -   124,700.      580,130.      MT  (+/- 180 meters Scaled)
 HX1881
 HX1881                          SUPERSEDED SURVEY CONTROL
 HX1881
 HX1881  NGVD 29 (??/??/92)  202.740  (m)          665.16   (f) ADJ UNCH    1 2
 HX1881
 HX1881.Superseded values are not recommended for survey control.
 HX1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1881.See file dsdata.txt to determine how the superseded data were derived.
 HX1881
 HX1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC801195(NAD 83)
 HX1881_MARKER: DB = BENCH MARK DISK
 HX1881_SETTING: 66 = SET IN ROCK OUTCROP
 HX1881_SP_SET: ROCK CUT
 HX1881_STAMPING: F 203 1959
 HX1881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1881+STABILITY: POSITION/ELEVATION WELL
 HX1881
 HX1881  HISTORY     - Date     Condition        Report By
 HX1881  HISTORY     - 1959     MONUMENTED       CGS
 HX1881
 HX1881                          STATION DESCRIPTION
 HX1881
 HX1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1881'2.8 MI SE FROM ALLOY.
 HX1881'ABOUT 2.85 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1881'FROM THE STATION AT ALLOY, 0.4 MILE EAST OF MILEPOST 159, ON
 HX1881'THE INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTH AND
 HX1881'WEST, 60 FEET NORTHWEST OF AND ACROSS U.S. HIGHWAYS 21 AND 60
 HX1881'FROM THE NORTHWEST RAIL, SET VERTICALLY IN THE EAST FACE OF A
 HX1881'THREE CORNERED ROCK 3-BY 3-BY 2 1/2-FEET HIGH THAT IS AT THE
 HX1881'BASE OF A HUGH ROCK CUT ON THE NORTHWEST SIDE OF THE HIGHWAY,
 HX1881'25 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 HX1881'NORTHEAST OF THE NORTHWEST END OF A 24-INCH PIPE CULVERT UNDER
 HX1881'THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2036 ***********************************************************************
 HX2036  DESIGNATION -  F 205
 HX2036  PID         -  HX2036
 HX2036  STATE/COUNTY-  WV/KANAWHA
 HX2036  USGS QUAD   -  BELLE (1977)
 HX2036
 HX2036                         *CURRENT SURVEY CONTROL
 HX2036  ___________________________________________________________________
 HX2036* NAD 83(1986)-  38 12 32.     (N)    081 30 41.     (W)     SCALED    
 HX2036* NAVD 88     -       189.013  (meters)     620.12   (feet)  ADJUSTED  
 HX2036  ___________________________________________________________________
 HX2036  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HX2036  DYNAMIC HT  -         188.880 (meters)     619.68  (feet)  COMP
 HX2036  MODELED GRAV-     979,922.3   (mgal)                       NAVD 88
 HX2036
 HX2036  VERT ORDER  -  FIRST     CLASS II
 HX2036
 HX2036.The horizontal coordinates were scaled from a topographic map and have
 HX2036.an estimated accuracy of +/- 6 seconds.
 HX2036
 HX2036.The orthometric height was determined by differential leveling
 HX2036.and adjusted by the National Geodetic Survey in June 1991..
 HX2036
 HX2036.The geoid height was determined by GEOID03.
 HX2036
 HX2036.The dynamic height is computed by dividing the NAVD 88
 HX2036.geopotential number by the normal gravity value computed on the
 HX2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2036.degrees latitude (g = 980.6199 gals.).
 HX2036
 HX2036.The modeled gravity was interpolated from observed gravity values.
 HX2036
 HX2036;                    North         East    Units  Estimated Accuracy
 HX2036;SPC WV S     -   134,300.      555,220.      MT  (+/- 180 meters Scaled)
 HX2036
 HX2036                          SUPERSEDED SURVEY CONTROL
 HX2036
 HX2036  NGVD 29 (??/??/92)  189.208  (m)          620.76   (f) ADJ UNCH    1 2
 HX2036
 HX2036.Superseded values are not recommended for survey control.
 HX2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2036.See file dsdata.txt to determine how the superseded data were derived.
 HX2036
 HX2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC552291(NAD 83)
 HX2036_MARKER: DB = BENCH MARK DISK
 HX2036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2036_SP_SET: PLATFORM
 HX2036_STAMPING: F 205 1959
 HX2036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2036
 HX2036  HISTORY     - Date     Condition        Report By
 HX2036  HISTORY     - 1959     MONUMENTED       CGS
 HX2036
 HX2036                          STATION DESCRIPTION
 HX2036
 HX2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX2036'2.8 MI SE FROM BELLE.
 HX2036'ABOUT 2.75 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2036'FROM THE STATION AT BELLE, 0.35 MILE EAST OF MILEPOST 139,
 HX2036'NEAR THE WEST END OF DICKINSON YARDS, AT THE OFFICE BUILDING
 HX2036'FOR THE REPAIR SHOP, 21 FEET EAST OF THE NORTHEAST CORNER OF THE
 HX2036'OFFICE (BUILDING NO. 4857), SET VERTICALLY IN THE NORTH FACE
 HX2036'OF THE CONCRETE PLATFORM AT THE EAST END OF THE BUILDING, 2 FEET
 HX2036'ABOVE THE GROUND, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0757 ***********************************************************************
 GX0757  DESIGNATION -  F 206
 GX0757  PID         -  GX0757
 GX0757  STATE/COUNTY-  WV/FAYETTE
 GX0757  USGS QUAD   -  THURMOND (1988)
 GX0757
 GX0757                         *CURRENT SURVEY CONTROL
 GX0757  ___________________________________________________________________
 GX0757* NAD 83(1986)-  37 58 56.     (N)    081 00 39.     (W)     SCALED    
 GX0757* NAVD 88     -       601.763  (meters)    1974.28   (feet)  ADJUSTED  
 GX0757  ___________________________________________________________________
 GX0757  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX0757  DYNAMIC HT  -         601.286 (meters)    1972.72  (feet)  COMP
 GX0757  MODELED GRAV-     979,816.9   (mgal)                       NAVD 88
 GX0757
 GX0757  VERT ORDER  -  SECOND    CLASS 0
 GX0757
 GX0757.The horizontal coordinates were scaled from a topographic map and have
 GX0757.an estimated accuracy of +/- 6 seconds.
 GX0757
 GX0757.The orthometric height was determined by differential leveling
 GX0757.and adjusted by the National Geodetic Survey in June 1991..
 GX0757
 GX0757.The geoid height was determined by GEOID03.
 GX0757
 GX0757.The dynamic height is computed by dividing the NAVD 88
 GX0757.geopotential number by the normal gravity value computed on the
 GX0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0757.degrees latitude (g = 980.6199 gals.).
 GX0757
 GX0757.The modeled gravity was interpolated from observed gravity values.
 GX0757
 GX0757;                    North         East    Units  Estimated Accuracy
 GX0757;SPC WV S     -   109,020.      599,050.      MT  (+/- 180 meters Scaled)
 GX0757
 GX0757                          SUPERSEDED SURVEY CONTROL
 GX0757
 GX0757  NGVD 29 (??/??/92)  601.933  (m)         1974.84   (f) ADJ UNCH    2 0
 GX0757
 GX0757.Superseded values are not recommended for survey control.
 GX0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0757.See file dsdata.txt to determine how the superseded data were derived.
 GX0757
 GX0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC990038(NAD 83)
 GX0757_MARKER: DB = BENCH MARK DISK
 GX0757_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0757_SP_SET: UNSPECIFIED ROCK
 GX0757_STAMPING: F 206 1961
 GX0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0757
 GX0757  HISTORY     - Date     Condition        Report By
 GX0757  HISTORY     - 1961     MONUMENTED       CGS
 GX0757
 GX0757                          STATION DESCRIPTION
 GX0757
 GX0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0757'1.8 MI SE FROM SEWELL.
 GX0757'ABOUT 1.85 MILES SOUTHEAST ALONG A ROUGH MOUNTAIN ROAD FROM THE
 GX0757'CHESAPEAKE AND OHIO RAILWAY STATION AT SEWELL, AT THE OUTSIDE OF
 GX0757'A CURVE, AT THE SOUTHEAST END OF A STRIP OF SOLID ROCK THAT MAKES
 GX0757'THE ROAD BED, SET ON TOP OF THE NORTHEAST END OF THE SOLID ROCK
 GX0757'ACROSS ROAD AND 15 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0771 ***********************************************************************
 GX0771  DESIGNATION -  F 207
 GX0771  PID         -  GX0771
 GX0771  STATE/COUNTY-  WV/FAYETTE
 GX0771  USGS QUAD   -  DANESE (1987)
 GX0771
 GX0771                         *CURRENT SURVEY CONTROL
 GX0771  ___________________________________________________________________
 GX0771* NAD 83(1986)-  37 53 54.     (N)    080 58 00.     (W)     SCALED    
 GX0771* NAVD 88     -       761.808  (meters)    2499.37   (feet)  ADJUSTED  
 GX0771  ___________________________________________________________________
 GX0771  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX0771  DYNAMIC HT  -         761.187 (meters)    2497.33  (feet)  COMP
 GX0771  MODELED GRAV-     979,788.8   (mgal)                       NAVD 88
 GX0771
 GX0771  VERT ORDER  -  SECOND    CLASS 0
 GX0771
 GX0771.The horizontal coordinates were scaled from a topographic map and have
 GX0771.an estimated accuracy of +/- 6 seconds.
 GX0771
 GX0771.The orthometric height was determined by differential leveling
 GX0771.and adjusted by the National Geodetic Survey in June 1991..
 GX0771
 GX0771.The geoid height was determined by GEOID03.
 GX0771
 GX0771.The dynamic height is computed by dividing the NAVD 88
 GX0771.geopotential number by the normal gravity value computed on the
 GX0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0771.degrees latitude (g = 980.6199 gals.).
 GX0771
 GX0771.The modeled gravity was interpolated from observed gravity values.
 GX0771
 GX0771;                    North         East    Units  Estimated Accuracy
 GX0771;SPC WV S     -    99,710.      602,930.      MT  (+/- 180 meters Scaled)
 GX0771
 GX0771                          SUPERSEDED SURVEY CONTROL
 GX0771
 GX0771  NGVD 29 (??/??/92)  761.969  (m)         2499.89   (f) ADJ UNCH    2 0
 GX0771
 GX0771.Superseded values are not recommended for survey control.
 GX0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0771.See file dsdata.txt to determine how the superseded data were derived.
 GX0771
 GX0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB029945(NAD 83)
 GX0771_MARKER: DB = BENCH MARK DISK
 GX0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0771_SP_SET: CULVERT
 GX0771_STAMPING: F 207 1961
 GX0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0771
 GX0771  HISTORY     - Date     Condition        Report By
 GX0771  HISTORY     - 1961     MONUMENTED       CGS
 GX0771
 GX0771                          STATION DESCRIPTION
 GX0771
 GX0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0771'AT LAYLAND.
 GX0771'AT LAYLAND, ABOUT 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 19 FROM
 GX0771'A CONCRETE BLOCK CHURCH AT LAYLAND, SET ON THE TOP OF THE SOUTH
 GX0771'END OF THE WEST CONCRETE HEADWALL OF A 10 FOOT BOX CULVERT UNDER
 GX0771'THE HIGHWAY, 14 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1
 GX0771'FOOT NORTH OF THE SOUTH END OF THE HEADWALL AND ABOUT LEVEL WITH
 GX0771'THE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0804 ***********************************************************************
 GX0804  DESIGNATION -  F 208
 GX0804  PID         -  GX0804
 GX0804  STATE/COUNTY-  WV/SUMMERS
 GX0804  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0804
 GX0804                         *CURRENT SURVEY CONTROL
 GX0804  ___________________________________________________________________
 GX0804* NAD 83(1986)-  37 48 01.     (N)    080 50 33.     (W)     SCALED    
 GX0804* NAVD 88     -       457.858  (meters)    1502.16   (feet)  ADJUSTED  
 GX0804  ___________________________________________________________________
 GX0804  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0804  DYNAMIC HT  -         457.487 (meters)    1500.94  (feet)  COMP
 GX0804  MODELED GRAV-     979,806.0   (mgal)                       NAVD 88
 GX0804
 GX0804  VERT ORDER  -  SECOND    CLASS 0
 GX0804
 GX0804.The horizontal coordinates were scaled from a topographic map and have
 GX0804.an estimated accuracy of +/- 6 seconds.
 GX0804
 GX0804.The orthometric height was determined by differential leveling
 GX0804.and adjusted by the National Geodetic Survey in June 1991..
 GX0804
 GX0804.The geoid height was determined by GEOID03.
 GX0804
 GX0804.The dynamic height is computed by dividing the NAVD 88
 GX0804.geopotential number by the normal gravity value computed on the
 GX0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0804.degrees latitude (g = 980.6199 gals.).
 GX0804
 GX0804.The modeled gravity was interpolated from observed gravity values.
 GX0804
 GX0804;                    North         East    Units  Estimated Accuracy
 GX0804;SPC WV S     -    88,830.      613,870.      MT  (+/- 180 meters Scaled)
 GX0804
 GX0804                          SUPERSEDED SURVEY CONTROL
 GX0804
 GX0804  NGVD 29 (??/??/92)  458.028  (m)         1502.71   (f) ADJ UNCH    2 0
 GX0804
 GX0804.Superseded values are not recommended for survey control.
 GX0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0804.See file dsdata.txt to determine how the superseded data were derived.
 GX0804
 GX0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB138836(NAD 83)
 GX0804_MARKER: DB = BENCH MARK DISK
 GX0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0804_SP_SET: CULVERT
 GX0804_STAMPING: F 208 1961
 GX0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0804
 GX0804  HISTORY     - Date     Condition        Report By
 GX0804  HISTORY     - 1961     MONUMENTED       CGS
 GX0804
 GX0804                          STATION DESCRIPTION
 GX0804
 GX0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0804'4.2 MI NE FROM SANDSTONE.
 GX0804'ABOUT 4.2 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0804'CHESAPEAKE AND OHIO RAILWAY STATION AT SANDSTONE, NEAR THE
 GX0804'JUNCTION OF A FARM ROAD LEADING SOUTH, SET ON THE TOP OF THE
 GX0804'NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A 4 FOOT BOX
 GX0804'CULVERT UNDER THE HIGHWAY, 17 FEET NORTHWEST OF THE CENTER LINE
 GX0804'OF THE HIGHWAY, 1/2 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 GX0804'HEADWALL AND 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0830 ***********************************************************************
 GX0830  DESIGNATION -  F 209
 GX0830  PID         -  GX0830
 GX0830  STATE/COUNTY-  WV/FAYETTE
 GX0830  USGS QUAD   -  RAINELLE (1976)
 GX0830
 GX0830                         *CURRENT SURVEY CONTROL
 GX0830  ___________________________________________________________________
 GX0830* NAD 83(1986)-  37 56 18.     (N)    080 49 01.     (W)     SCALED    
 GX0830* NAVD 88     -       738.711  (meters)    2423.59   (feet)  ADJUSTED  
 GX0830  ___________________________________________________________________
 GX0830  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX0830  DYNAMIC HT  -         738.086 (meters)    2421.54  (feet)  COMP
 GX0830  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 GX0830
 GX0830  VERT ORDER  -  SECOND    CLASS 0
 GX0830
 GX0830.The horizontal coordinates were scaled from a topographic map and have
 GX0830.an estimated accuracy of +/- 6 seconds.
 GX0830
 GX0830.The orthometric height was determined by differential leveling
 GX0830.and adjusted by the National Geodetic Survey in June 1991..
 GX0830
 GX0830.The geoid height was determined by GEOID03.
 GX0830
 GX0830.The dynamic height is computed by dividing the NAVD 88
 GX0830.geopotential number by the normal gravity value computed on the
 GX0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0830.degrees latitude (g = 980.6199 gals.).
 GX0830
 GX0830.The modeled gravity was interpolated from observed gravity values.
 GX0830
 GX0830;                    North         East    Units  Estimated Accuracy
 GX0830;SPC WV S     -   104,160.      616,090.      MT  (+/- 180 meters Scaled)
 GX0830
 GX0830                          SUPERSEDED SURVEY CONTROL
 GX0830
 GX0830  NGVD 29 (??/??/92)  738.848  (m)         2424.04   (f) ADJ UNCH    2 0
 GX0830
 GX0830.Superseded values are not recommended for survey control.
 GX0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0830.See file dsdata.txt to determine how the superseded data were derived.
 GX0830
 GX0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB160989(NAD 83)
 GX0830_MARKER: DB = BENCH MARK DISK
 GX0830_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0830_SP_SET: CULVERT
 GX0830_STAMPING: F 209 1961
 GX0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0830
 GX0830  HISTORY     - Date     Condition        Report By
 GX0830  HISTORY     - 1961     MONUMENTED       CGS
 GX0830
 GX0830                          STATION DESCRIPTION
 GX0830
 GX0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0830'3.2 MI SW FROM RAINELLE.
 GX0830'ABOUT 3.15 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM ITS
 GX0830'JUNCTION WITH U.S. HIGHWAY 60 AT RAINELLE, ABOUT 29 YARDS
 GX0830'NORTHWEST AND ACROSS THE HIGHWAY FROM THE NORTH CORNER OF BRIDGE
 GX0830'NO. 164 UNDER THE CHESAPEAKE AND OHIO RAILWAY, AT THE OUTSIDE OF
 GX0830'A LONG CURVE, SET ON TOP OF THE NORTHEAST END OF THE NORTHWEST
 GX0830'CONCRETE HEADWALL OF A 12 FOOT CONCRETE BOX CULVERT UNDER THE
 GX0830'HIGHWAY, 22 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1
 GX0830'FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL AND 2 FEET
 GX0830'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0841 ***********************************************************************
 GX0841  DESIGNATION -  F 210
 GX0841  PID         -  GX0841
 GX0841  STATE/COUNTY-  WV/GREENBRIER
 GX0841  USGS QUAD   -  RAINELLE (1976)
 GX0841
 GX0841                         *CURRENT SURVEY CONTROL
 GX0841  ___________________________________________________________________
 GX0841* NAD 83(1986)-  37 59 54.     (N)    080 45 05.     (W)     SCALED    
 GX0841* NAVD 88     -       731.125  (meters)    2398.70   (feet)  ADJUSTED  
 GX0841  ___________________________________________________________________
 GX0841  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GX0841  DYNAMIC HT  -         730.521 (meters)    2396.72  (feet)  COMP
 GX0841  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 GX0841
 GX0841  VERT ORDER  -  SECOND    CLASS 0
 GX0841
 GX0841.The horizontal coordinates were scaled from a topographic map and have
 GX0841.an estimated accuracy of +/- 6 seconds.
 GX0841
 GX0841.The orthometric height was determined by differential leveling
 GX0841.and adjusted by the National Geodetic Survey in June 1991..
 GX0841
 GX0841.The geoid height was determined by GEOID03.
 GX0841
 GX0841.The dynamic height is computed by dividing the NAVD 88
 GX0841.geopotential number by the normal gravity value computed on the
 GX0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0841.degrees latitude (g = 980.6199 gals.).
 GX0841
 GX0841.The modeled gravity was interpolated from observed gravity values.
 GX0841
 GX0841;                    North         East    Units  Estimated Accuracy
 GX0841;SPC WV S     -   110,830.      621,840.      MT  (+/- 180 meters Scaled)
 GX0841
 GX0841                          SUPERSEDED SURVEY CONTROL
 GX0841
 GX0841  NGVD 29 (??/??/92)  731.268  (m)         2399.17   (f) ADJ UNCH    2 0
 GX0841
 GX0841.Superseded values are not recommended for survey control.
 GX0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0841.See file dsdata.txt to determine how the superseded data were derived.
 GX0841
 GX0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC218056(NAD 83)
 GX0841_MARKER: DB = BENCH MARK DISK
 GX0841_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0841_SP_SET: UNSPECIFIED ROCK
 GX0841_STAMPING: F 210 1961
 GX0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0841
 GX0841  HISTORY     - Date     Condition        Report By
 GX0841  HISTORY     - 1961     MONUMENTED       CGS
 GX0841
 GX0841                          STATION DESCRIPTION
 GX0841
 GX0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0841'1.2 MI SW FROM CHARMCO.
 GX0841'ABOUT 1.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 GX0841'WITH STATE HIGHWAY 20 AT CHARMCO, ABOUT 2.4 MILES NORTHEAST OF
 GX0841'THE POST OFFICE AT EAST RAINELLE, ABOUT 0.65 MILE NORTHEAST OF
 GX0841'THE POST OFFICE AT MC ROSS, NEAR THE JUNCTION OF THE SOUTH DRIVE
 GX0841'LEADING TO A LARGE ROADSIDE PARK, SET VERTICALLY IN THE EAST
 GX0841'FACE OF A 5 BY 4 FOOT ROCK THAT PROJECTS 4 FEET ABOVE THE GROUND,
 GX0841'34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET SOUTHWEST
 GX0841'OF THE CENTER LINE OF THE DRIVE, AND ABOUT 3 1/2 FEET ABOVE THE
 GX0841'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0857 ***********************************************************************
 GX0857  DESIGNATION -  F 211
 GX0857  PID         -  GX0857
 GX0857  STATE/COUNTY-  WV/SUMMERS
 GX0857  USGS QUAD   -  TALCOTT (1968)
 GX0857
 GX0857                         *CURRENT SURVEY CONTROL
 GX0857  ___________________________________________________________________
 GX0857* NAD 83(1986)-  37 44 35.     (N)    080 47 10.     (W)     SCALED    
 GX0857* NAVD 88     -       884.833  (meters)    2902.99   (feet)  ADJUSTED  
 GX0857  ___________________________________________________________________
 GX0857  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX0857  DYNAMIC HT  -         884.077 (meters)    2900.51  (feet)  COMP
 GX0857  MODELED GRAV-     979,744.5   (mgal)                       NAVD 88
 GX0857
 GX0857  VERT ORDER  -  SECOND    CLASS 0
 GX0857
 GX0857.The horizontal coordinates were scaled from a topographic map and have
 GX0857.an estimated accuracy of +/- 6 seconds.
 GX0857
 GX0857.The orthometric height was determined by differential leveling
 GX0857.and adjusted by the National Geodetic Survey in June 1991..
 GX0857
 GX0857.The geoid height was determined by GEOID03.
 GX0857
 GX0857.The dynamic height is computed by dividing the NAVD 88
 GX0857.geopotential number by the normal gravity value computed on the
 GX0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0857.degrees latitude (g = 980.6199 gals.).
 GX0857
 GX0857.The modeled gravity was interpolated from observed gravity values.
 GX0857
 GX0857;                    North         East    Units  Estimated Accuracy
 GX0857;SPC WV S     -    82,490.      618,850.      MT  (+/- 180 meters Scaled)
 GX0857
 GX0857                          SUPERSEDED SURVEY CONTROL
 GX0857
 GX0857  NGVD 29 (??/??/92)  884.987  (m)         2903.49   (f) ADJ UNCH    2 0
 GX0857
 GX0857.Superseded values are not recommended for survey control.
 GX0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0857.See file dsdata.txt to determine how the superseded data were derived.
 GX0857
 GX0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB188773(NAD 83)
 GX0857_MARKER: DB = BENCH MARK DISK
 GX0857_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0857_SP_SET: UNSPECIFIED ROCK
 GX0857_STAMPING: F 211 1961
 GX0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0857
 GX0857  HISTORY     - Date     Condition        Report By
 GX0857  HISTORY     - 1961     MONUMENTED       CGS
 GX0857
 GX0857                          STATION DESCRIPTION
 GX0857
 GX0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0857'10.2 MI SE FROM SANDSTONE.
 GX0857'0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE CHESAPEAKE AND
 GX0857'OHIO RAILWAY STATION AT SANDSTONE, THENCE 9.95 MILES SOUTHEAST
 GX0857'ALONG THE SANDSTONE-RAMP ROAD, 1.2 MILES SOUTHWEST OF THE LIVELY
 GX0857'SCHOOL, ABOUT 60 YARDS EAST OF A Y JUNCTION, ALONG THE NORTH
 GX0857'EDGE OF THE YARD OF THE CHESTNUT GROVE BAPTIST CHURCH, SET IN
 GX0857'THE TOP OF THE CENTER OF A 6-FEET SQUARE ROCK THAT IS UNDER 3
 GX0857'24-INCH OAK TREES, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 GX0857'53 FEET NORTHWEST OF THE NORTH CORNER OF THE CHURCH BUILDING,
 GX0857'AND ABOUT 3 FEET BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0870 ***********************************************************************
 GX0870  DESIGNATION -  F 212
 GX0870  PID         -  GX0870
 GX0870  STATE/COUNTY-  WV/SUMMERS
 GX0870  USGS QUAD   -  ALDERSON (1976)
 GX0870
 GX0870                         *CURRENT SURVEY CONTROL
 GX0870  ___________________________________________________________________
 GX0870* NAD 83(1986)-  37 43 54.     (N)    080 42 03.     (W)     SCALED    
 GX0870* NAVD 88     -       527.638  (meters)    1731.09   (feet)  ADJUSTED  
 GX0870  ___________________________________________________________________
 GX0870  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX0870  DYNAMIC HT  -         527.200 (meters)    1729.66  (feet)  COMP
 GX0870  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 GX0870
 GX0870  VERT ORDER  -  SECOND    CLASS 0
 GX0870
 GX0870.The horizontal coordinates were scaled from a topographic map and have
 GX0870.an estimated accuracy of +/- 6 seconds.
 GX0870
 GX0870.The orthometric height was determined by differential leveling
 GX0870.and adjusted by the National Geodetic Survey in June 1991..
 GX0870
 GX0870.The geoid height was determined by GEOID03.
 GX0870
 GX0870.The dynamic height is computed by dividing the NAVD 88
 GX0870.geopotential number by the normal gravity value computed on the
 GX0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0870.degrees latitude (g = 980.6199 gals.).
 GX0870
 GX0870.The modeled gravity was interpolated from observed gravity values.
 GX0870
 GX0870;                    North         East    Units  Estimated Accuracy
 GX0870;SPC WV S     -    81,250.      626,370.      MT  (+/- 180 meters Scaled)
 GX0870
 GX0870                          SUPERSEDED SURVEY CONTROL
 GX0870
 GX0870  NGVD 29 (??/??/92)  527.804  (m)         1731.64   (f) ADJ UNCH    2 0
 GX0870
 GX0870.Superseded values are not recommended for survey control.
 GX0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0870.See file dsdata.txt to determine how the superseded data were derived.
 GX0870
 GX0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB263760(NAD 83)
 GX0870_MARKER: DB = BENCH MARK DISK
 GX0870_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0870_SP_SET: UNSPECIFIED ROCK
 GX0870_STAMPING: F 212 1961
 GX0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0870
 GX0870  HISTORY     - Date     Condition        Report By
 GX0870  HISTORY     - 1961     MONUMENTED       CGS
 GX0870
 GX0870                          STATION DESCRIPTION
 GX0870
 GX0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0870'3.8 MI W FROM ALDERSON.
 GX0870'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0870'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 1.55 MILES
 GX0870'WEST ALONG A BLACK TOP ROAD, ABOUT 0.15 MILE WEST OF A Y JUNCTION,
 GX0870'SET ON TOP OF A LARGE FLAT ROCK THAT IS 30 FEET LONG AND 4 FEET
 GX0870'HIGH, 138 FEET NORTHEAST OF THE CENTER LINE OF THE BLACK TOP ROAD
 GX0870'LEADING WEST, 90 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 GX0870'LEADING NORTHWEST, 4 1/2 FEET NORTH OF THE SOUTH EDGE OF THE ROCK
 GX0870'AND 10 FEET ABOVE THE LEVEL OF THE ROAD LEADING NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0981 ***********************************************************************
 GX0981  DESIGNATION -  F 213
 GX0981  PID         -  GX0981
 GX0981  STATE/COUNTY-  WV/FAYETTE
 GX0981  USGS QUAD   -  RAINELLE (1976)
 GX0981
 GX0981                         *CURRENT SURVEY CONTROL
 GX0981  ___________________________________________________________________
 GX0981* NAD 83(1986)-  37 52 33.     (N)    080 47 50.     (W)     SCALED    
 GX0981* NAVD 88     -       837.649  (meters)    2748.19   (feet)  ADJUSTED  
 GX0981  ___________________________________________________________________
 GX0981  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX0981  DYNAMIC HT  -         836.941 (meters)    2745.86  (feet)  COMP
 GX0981  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 GX0981
 GX0981  VERT ORDER  -  SECOND    CLASS 0
 GX0981
 GX0981.The horizontal coordinates were scaled from a topographic map and have
 GX0981.an estimated accuracy of +/- 6 seconds.
 GX0981
 GX0981.The orthometric height was determined by differential leveling
 GX0981.and adjusted by the National Geodetic Survey in June 1991..
 GX0981
 GX0981.The geoid height was determined by GEOID03.
 GX0981
 GX0981.The dynamic height is computed by dividing the NAVD 88
 GX0981.geopotential number by the normal gravity value computed on the
 GX0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0981.degrees latitude (g = 980.6199 gals.).
 GX0981
 GX0981.The modeled gravity was interpolated from observed gravity values.
 GX0981
 GX0981;                    North         East    Units  Estimated Accuracy
 GX0981;SPC WV S     -    97,230.      617,840.      MT  (+/- 180 meters Scaled)
 GX0981
 GX0981                          SUPERSEDED SURVEY CONTROL
 GX0981
 GX0981  NGVD 29 (??/??/92)  837.791  (m)         2748.65   (f) ADJ UNCH    2 0
 GX0981
 GX0981.Superseded values are not recommended for survey control.
 GX0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0981.See file dsdata.txt to determine how the superseded data were derived.
 GX0981
 GX0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB178920(NAD 83)
 GX0981_MARKER: DB = BENCH MARK DISK
 GX0981_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0981_SP_SET: CULVERT
 GX0981_STAMPING: F 213 1961
 GX0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0981
 GX0981  HISTORY     - Date     Condition        Report By
 GX0981  HISTORY     - 1961     MONUMENTED       CGS
 GX0981
 GX0981                          STATION DESCRIPTION
 GX0981
 GX0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0981'0.7 MI E FROM SPRINGDALE.
 GX0981'ABOUT 0.7 MILE EAST ALONG A BLACK TOP ROAD FROM ITS JUNCTION WITH
 GX0981'STATE HIGHWAY 20 AT SPRINGDALE, 0.45 MILE EAST OF A 15-FOOT BRIDGE
 GX0981'OVER A SMALL STREAM, SET ON THE TOP OF THE NORTHWEST END OF THE
 GX0981'NORTHEAST CONCRETE HEADWALL OF A 10-FOOT STONE BOX CULVERT UNDER
 GX0981'THE ROAD, 12 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 GX0981'1/2 FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL AND ABOUT
 GX0981'LEVEL WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0987 ***********************************************************************
 GX0987  DESIGNATION -  F 214
 GX0987  PID         -  GX0987
 GX0987  STATE/COUNTY-  WV/GREENBRIER
 GX0987  USGS QUAD   -  DAWSON (1971)
 GX0987
 GX0987                         *CURRENT SURVEY CONTROL
 GX0987  ___________________________________________________________________
 GX0987* NAD 83(1986)-  37 51 49.     (N)    080 44 32.     (W)     SCALED    
 GX0987* NAVD 88     -       743.447  (meters)    2439.13   (feet)  ADJUSTED  
 GX0987  ___________________________________________________________________
 GX0987  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX0987  DYNAMIC HT  -         742.819 (meters)    2437.07  (feet)  COMP
 GX0987  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 GX0987
 GX0987  VERT ORDER  -  SECOND    CLASS 0
 GX0987
 GX0987.The horizontal coordinates were scaled from a topographic map and have
 GX0987.an estimated accuracy of +/- 6 seconds.
 GX0987
 GX0987.The orthometric height was determined by differential leveling
 GX0987.and adjusted by the National Geodetic Survey in June 1991..
 GX0987
 GX0987.The geoid height was determined by GEOID03.
 GX0987
 GX0987.The dynamic height is computed by dividing the NAVD 88
 GX0987.geopotential number by the normal gravity value computed on the
 GX0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0987.degrees latitude (g = 980.6199 gals.).
 GX0987
 GX0987.The modeled gravity was interpolated from observed gravity values.
 GX0987
 GX0987;                    North         East    Units  Estimated Accuracy
 GX0987;SPC WV S     -    95,880.      622,680.      MT  (+/- 180 meters Scaled)
 GX0987
 GX0987                          SUPERSEDED SURVEY CONTROL
 GX0987
 GX0987  NGVD 29 (??/??/92)  743.590  (m)         2439.59   (f) ADJ UNCH    2 0
 GX0987
 GX0987.Superseded values are not recommended for survey control.
 GX0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0987.See file dsdata.txt to determine how the superseded data were derived.
 GX0987
 GX0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB226907(NAD 83)
 GX0987_MARKER: DB = BENCH MARK DISK
 GX0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0987_STAMPING: F 214 1961
 GX0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0987+STABILITY: SURFACE MOTION
 GX0987
 GX0987  HISTORY     - Date     Condition        Report By
 GX0987  HISTORY     - 1961     MONUMENTED       CGS
 GX0987
 GX0987                          STATION DESCRIPTION
 GX0987
 GX0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0987'2.4 MI NW FROM DAWSON.
 GX0987'ABOUT 2.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM A T ROAD
 GX0987'JUNCTION AT DAWSON, 0.9 MILE WEST OF THE JUNCTION OF A BLACK TOP
 GX0987'ROAD LEADING NORTH, ABOUT 0.65 MILES WEST OF A LARGE BRICK CHURCH,
 GX0987'AT THE JUNCTION OF A NARROW GRADED ROAD LEADING NORTHWEST, 38 1/2
 GX0987'FEET NORTHWEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 34 FEET
 GX0987'SOUTHWEST OF THE CENTER LINE OF THE GRADED ROAD, 2 FEET WEST OF
 GX0987'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 GX0987'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 GX0987'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1329 ***********************************************************************
 HX1329  DESIGNATION -  F 215
 HX1329  PID         -  HX1329
 HX1329  STATE/COUNTY-  WV/GREENBRIER
 HX1329  USGS QUAD   -  QUINWOOD (1995)
 HX1329
 HX1329                         *CURRENT SURVEY CONTROL
 HX1329  ___________________________________________________________________
 HX1329* NAD 83(1986)-  38 01 33.     (N)    080 37 52.     (W)     SCALED    
 HX1329* NAVD 88     -       834.074  (meters)    2736.46   (feet)  ADJUSTED  
 HX1329  ___________________________________________________________________
 HX1329  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HX1329  DYNAMIC HT  -         833.361 (meters)    2734.12  (feet)  COMP
 HX1329  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 HX1329
 HX1329  VERT ORDER  -  SECOND    CLASS 0
 HX1329
 HX1329.The horizontal coordinates were scaled from a topographic map and have
 HX1329.an estimated accuracy of +/- 6 seconds.
 HX1329
 HX1329.The orthometric height was determined by differential leveling
 HX1329.and adjusted by the National Geodetic Survey in June 1991..
 HX1329
 HX1329.The geoid height was determined by GEOID03.
 HX1329
 HX1329.The dynamic height is computed by dividing the NAVD 88
 HX1329.geopotential number by the normal gravity value computed on the
 HX1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1329.degrees latitude (g = 980.6199 gals.).
 HX1329
 HX1329.The modeled gravity was interpolated from observed gravity values.
 HX1329
 HX1329;                    North         East    Units  Estimated Accuracy
 HX1329;SPC WV S     -   113,920.      632,390.      MT  (+/- 180 meters Scaled)
 HX1329
 HX1329                          SUPERSEDED SURVEY CONTROL
 HX1329
 HX1329  NGVD 29 (??/??/92)  834.19   (m)         2736.8    (f) COMPUTED    2 0
 HX1329
 HX1329.Superseded values are not recommended for survey control.
 HX1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1329.See file dsdata.txt to determine how the superseded data were derived.
 HX1329
 HX1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC323087(NAD 83)
 HX1329_MARKER: DB = BENCH MARK DISK
 HX1329_SETTING: 66 = SET IN ROCK OUTCROP
 HX1329_SP_SET: ROCK CUT
 HX1329_STAMPING: F 215 1961
 HX1329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1329+STABILITY: POSITION/ELEVATION WELL
 HX1329
 HX1329  HISTORY     - Date     Condition        Report By
 HX1329  HISTORY     - 1961     MONUMENTED       CGS
 HX1329
 HX1329                          STATION DESCRIPTION
 HX1329
 HX1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1329'6 MI N FROM RUPERT.
 HX1329'ABOUT 6.05 MILES NORTH ALONG A BLACK TOP ROAD FROM THE HIGH
 HX1329'SCHOOL BUILDING AT RUPERT, ABOUT 0.65 MILE SOUTHWEST OF A
 HX1329'CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY, ABOUT 0.4 MILE
 HX1329'NORTH OF THE POST OFFICE AT THE SMALL TOWN OF ANJEAN, SET
 HX1329'VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT THAT IS ON THE
 HX1329'NORTHWEST SIDE OF THE C AND O TRACK, 45 FEET NORTHWEST AND
 HX1329'ACROSS THE TRACK FROM THE CENTER LINE OF THE ROAD, 16 FEET
 HX1329'NORTHWEST OF THE NORTHWEST RAIL, 48 FEET SOUTHWEST OF THE
 HX1329'NORTHEAST END OF THE ROCK, 2 FEET ABOVE THE LEVEL OF THE TRACK
 HX1329'AND 8 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1015 ***********************************************************************
 GX1015  DESIGNATION -  F 216
 GX1015  PID         -  GX1015
 GX1015  STATE/COUNTY-  WV/GREENBRIER
 GX1015  USGS QUAD   -  ASBURY (1979)
 GX1015
 GX1015                         *CURRENT SURVEY CONTROL
 GX1015  ___________________________________________________________________
 GX1015* NAD 83(1986)-  37 49 42.     (N)    080 33 04.     (W)     SCALED    
 GX1015* NAVD 88     -       619.285  (meters)    2031.77   (feet)  ADJUSTED  
 GX1015  ___________________________________________________________________
 GX1015  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX1015  DYNAMIC HT  -         618.769 (meters)    2030.08  (feet)  COMP
 GX1015  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 GX1015
 GX1015  VERT ORDER  -  SECOND    CLASS 0
 GX1015
 GX1015.The horizontal coordinates were scaled from a topographic map and have
 GX1015.an estimated accuracy of +/- 6 seconds.
 GX1015
 GX1015.The orthometric height was determined by differential leveling
 GX1015.and adjusted by the National Geodetic Survey in June 1991..
 GX1015
 GX1015.The geoid height was determined by GEOID03.
 GX1015
 GX1015.The dynamic height is computed by dividing the NAVD 88
 GX1015.geopotential number by the normal gravity value computed on the
 GX1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1015.degrees latitude (g = 980.6199 gals.).
 GX1015
 GX1015.The modeled gravity was interpolated from observed gravity values.
 GX1015
 GX1015;                    North         East    Units  Estimated Accuracy
 GX1015;SPC WV S     -    92,030.      639,520.      MT  (+/- 180 meters Scaled)
 GX1015
 GX1015                          SUPERSEDED SURVEY CONTROL
 GX1015
 GX1015  NGVD 29 (??/??/92)  619.434  (m)         2032.26   (f) ADJ UNCH    2 0
 GX1015
 GX1015.Superseded values are not recommended for survey control.
 GX1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1015.See file dsdata.txt to determine how the superseded data were derived.
 GX1015
 GX1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB395868(NAD 83)
 GX1015_MARKER: DB = BENCH MARK DISK
 GX1015_SETTING: 66 = SET IN ROCK OUTCROP
 GX1015_SP_SET: ROCK
 GX1015_STAMPING: F 216 1961
 GX1015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1015+STABILITY: POSITION/ELEVATION WELL
 GX1015
 GX1015  HISTORY     - Date     Condition        Report By
 GX1015  HISTORY     - 1961     MONUMENTED       CGS
 GX1015
 GX1015                          STATION DESCRIPTION
 GX1015
 GX1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1015'0.7 MI NE FROM ASBURY.
 GX1015'ABOUT 0.7 MILE NORTHEAST ALONG COUNTY ROAD NO. 33 FROM A T ROAD
 GX1015'JUNCTION AT ASBURY, 0.15 MILE SOUTHWEST OF THE JUNCTION OF A
 GX1015'NARROW ROAD LEADING EAST, AT THE OUTSIDE OF A CURVE, ABOUT 50
 GX1015'YARDS SOUTH OF THE SOUTH CORNER OF A ONE-STORY LOG HOUSE, SET
 GX1015'ON THE TOP OF A LARGE FLAT ROCK THAT IS 15-BY-12 FEET AND PROJECTS
 GX1015'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND, 18 FEET NORTHWEST OF
 GX1015'THE CENTER LINE OF THE ROAD, 6 FEET NORTH OF THE SOUTH CORNER OF
 GX1015'THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1979 ***********************************************************************
 HX1979  DESIGNATION -  F 218
 HX1979  PID         -  HX1979
 HX1979  STATE/COUNTY-  WV/FAYETTE
 HX1979  USGS QUAD   -  ANSTED (1976)
 HX1979
 HX1979                         *CURRENT SURVEY CONTROL
 HX1979  ___________________________________________________________________
 HX1979* NAD 83(1986)-  38 12 13.     (N)    081 06 22.     (W)     SCALED    
 HX1979* NAVD 88     -       303.425  (meters)     995.49   (feet)  ADJUSTED  
 HX1979  ___________________________________________________________________
 HX1979  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HX1979  DYNAMIC HT  -         303.206 (meters)     994.77  (feet)  COMP
 HX1979  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 HX1979
 HX1979  VERT ORDER  -  SECOND    CLASS 0
 HX1979
 HX1979.The horizontal coordinates were scaled from a topographic map and have
 HX1979.an estimated accuracy of +/- 6 seconds.
 HX1979
 HX1979.The orthometric height was determined by differential leveling
 HX1979.and adjusted by the National Geodetic Survey in June 1991..
 HX1979
 HX1979.The geoid height was determined by GEOID03.
 HX1979
 HX1979.The dynamic height is computed by dividing the NAVD 88
 HX1979.geopotential number by the normal gravity value computed on the
 HX1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1979.degrees latitude (g = 980.6199 gals.).
 HX1979
 HX1979.The modeled gravity was interpolated from observed gravity values.
 HX1979
 HX1979;                    North         East    Units  Estimated Accuracy
 HX1979;SPC WV S     -   133,590.      590,710.      MT  (+/- 180 meters Scaled)
 HX1979
 HX1979                          SUPERSEDED SURVEY CONTROL
 HX1979
 HX1979  NGVD 29 (??/??/92)  303.608  (m)          996.09   (f) ADJ UNCH    2 0
 HX1979
 HX1979.Superseded values are not recommended for survey control.
 HX1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1979.See file dsdata.txt to determine how the superseded data were derived.
 HX1979
 HX1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC907284(NAD 83)
 HX1979_MARKER: DB = BENCH MARK DISK
 HX1979_SETTING: 66 = SET IN ROCK OUTCROP
 HX1979_SP_SET: ROCK CUT
 HX1979_STAMPING: F 218 1961
 HX1979_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1979+STABILITY: POSITION/ELEVATION WELL
 HX1979
 HX1979  HISTORY     - Date     Condition        Report By
 HX1979  HISTORY     - 1961     MONUMENTED       CGS
 HX1979
 HX1979                          STATION DESCRIPTION
 HX1979
 HX1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1979'3.4 MI SE FROM BEECH GLEN.
 HX1979'ABOUT 3.4 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SOUTHWEST
 HX1979'END OF THE CHESAPEAKE AND OHIO RAILWAY BRIDGE OVER THE GAULEY
 HX1979'RIVER AT BEECH GLEN, 0.5 MILE NORTHWEST OF A STEEL BRIDGE OVER
 HX1979'RICH CREEK, SET VERTICALLY IN THE SOUTHWEST FACE OF A LARGE ROCK
 HX1979'CUT, 20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 30 FEET
 HX1979'NORTHEAST OF THE NORTHEAST BANK OF RICH CREEK, 36 FEET SOUTHEAST
 HX1979'OF THE NORTHWEST END OF THE CUT AND 2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2003 ***********************************************************************
 HX2003  DESIGNATION -  F 219
 HX2003  PID         -  HX2003
 HX2003  STATE/COUNTY-  WV/FAYETTE
 HX2003  USGS QUAD   -  FAYETTEVILLE (1976)
 HX2003
 HX2003                         *CURRENT SURVEY CONTROL
 HX2003  ___________________________________________________________________
 HX2003* NAD 83(1986)-  38 07 27.     (N)    081 01 37.     (W)     SCALED    
 HX2003* NAVD 88     -       549.631  (meters)    1803.25   (feet)  ADJUSTED  
 HX2003  ___________________________________________________________________
 HX2003  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HX2003  DYNAMIC HT  -         549.207 (meters)    1801.86  (feet)  COMP
 HX2003  MODELED GRAV-     979,841.3   (mgal)                       NAVD 88
 HX2003
 HX2003  VERT ORDER  -  SECOND    CLASS 0
 HX2003
 HX2003.The horizontal coordinates were scaled from a topographic map and have
 HX2003.an estimated accuracy of +/- 6 seconds.
 HX2003
 HX2003.The orthometric height was determined by differential leveling
 HX2003.and adjusted by the National Geodetic Survey in June 1991..
 HX2003
 HX2003.The geoid height was determined by GEOID03.
 HX2003
 HX2003.The dynamic height is computed by dividing the NAVD 88
 HX2003.geopotential number by the normal gravity value computed on the
 HX2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2003.degrees latitude (g = 980.6199 gals.).
 HX2003
 HX2003.The modeled gravity was interpolated from observed gravity values.
 HX2003
 HX2003;                    North         East    Units  Estimated Accuracy
 HX2003;SPC WV S     -   124,770.      597,640.      MT  (+/- 180 meters Scaled)
 HX2003
 HX2003                          SUPERSEDED SURVEY CONTROL
 HX2003
 HX2003  NGVD 29 (??/??/92)  549.801  (m)         1803.81   (f) ADJ UNCH    2 0
 HX2003
 HX2003.Superseded values are not recommended for survey control.
 HX2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2003.See file dsdata.txt to determine how the superseded data were derived.
 HX2003
 HX2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC976195(NAD 83)
 HX2003_MARKER: DB = BENCH MARK DISK
 HX2003_SETTING: 66 = SET IN ROCK OUTCROP
 HX2003_SP_SET: ROCK CUT
 HX2003_STAMPING: F 219 1961
 HX2003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2003+STABILITY: POSITION/ELEVATION WELL
 HX2003
 HX2003  HISTORY     - Date     Condition        Report By
 HX2003  HISTORY     - 1961     MONUMENTED       CGS
 HX2003
 HX2003                          STATION DESCRIPTION
 HX2003
 HX2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2003'4.2 MI SE FROM ANSTED.
 HX2003'ABOUT 4.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX2003'HIGH SCHOOL AT ANSTED, 110 YARDS SOUTHEAST OF THE JUNCTION OF
 HX2003'THE HIGHWAY AND A BLACK TOP ROAD LEADING SOUTHWEST TO FAYETTE
 HX2003'STATION, 0.1 MILE WEST OF A ROADSIDE PARK LOCATED ON THE
 HX2003'NORTH SIDE OF THE HIGHWAY, SET VERTICALLY IN THE SOUTH FACE OF
 HX2003'A 10-BY-4 FOOT ROCK THAT IS PART OF A CUT, 27 FEET NORTH OF THE
 HX2003'CENTER LINE OF THE HIGHWAY AND 3 FEET ABOVE THE LEVEL OF THE
 HX2003'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0508 ***********************************************************************
 JX0508  DESIGNATION -  F 22
 JX0508  PID         -  JX0508
 JX0508  STATE/COUNTY-  WV/MARSHALL
 JX0508  USGS QUAD   -  GLEN EASTON (1976)
 JX0508
 JX0508                         *CURRENT SURVEY CONTROL
 JX0508  ___________________________________________________________________
 JX0508* NAD 83(1986)-  39 50 34.     (N)    080 39 36.     (W)     SCALED    
 JX0508* NAVD 88     -       283.911  (meters)     931.46   (feet)  ADJUSTED  
 JX0508  ___________________________________________________________________
 JX0508  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JX0508  DYNAMIC HT  -         283.748 (meters)     930.93  (feet)  COMP
 JX0508  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 JX0508
 JX0508  VERT ORDER  -  FIRST     CLASS II
 JX0508
 JX0508.The horizontal coordinates were scaled from a topographic map and have
 JX0508.an estimated accuracy of +/- 6 seconds.
 JX0508
 JX0508.The orthometric height was determined by differential leveling
 JX0508.and adjusted by the National Geodetic Survey in June 1991..
 JX0508
 JX0508.The geoid height was determined by GEOID03.
 JX0508
 JX0508.The dynamic height is computed by dividing the NAVD 88
 JX0508.geopotential number by the normal gravity value computed on the
 JX0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0508.degrees latitude (g = 980.6199 gals.).
 JX0508
 JX0508.The modeled gravity was interpolated from observed gravity values.
 JX0508
 JX0508;                    North         East    Units  Estimated Accuracy
 JX0508;SPC WV N     -   149,710.      500,720.      MT  (+/- 180 meters Scaled)
 JX0508
 JX0508                          SUPERSEDED SURVEY CONTROL
 JX0508
 JX0508  NGVD 29 (??/??/92)  284.047  (m)          931.91   (f) ADJ UNCH    1 2
 JX0508
 JX0508.Superseded values are not recommended for survey control.
 JX0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0508.See file dsdata.txt to determine how the superseded data were derived.
 JX0508
 JX0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE290103(NAD 83)
 JX0508_MARKER: DB = BENCH MARK DISK
 JX0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0508_STAMPING: F 22 1935
 JX0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0508+STABILITY: SURFACE MOTION
 JX0508
 JX0508  HISTORY     - Date     Condition        Report By
 JX0508  HISTORY     - 1935     MONUMENTED       CGS
 JX0508
 JX0508                          STATION DESCRIPTION
 JX0508
 JX0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0508'1.2 MI W FROM GLEN EASTON.
 JX0508'1.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0508'STATION AT GLEN EASTON, MARSHALL COUNTY, OPPOSITE POLE 357+30,
 JX0508'90 FEET NORTHWEST OF RAILROAD BRIDGE 141, 25 FEET NORTH OF THE
 JX0508'NORTH RAIL, AND 9 FEET EAST OF THE CENTER LINE OF A NARROW
 JX0508'ONE-WAY ROAD.  A STANDARD DISK, STAMPED F 22 1935 AND SET IN
 JX0508'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1964 ***********************************************************************
 HX1964  DESIGNATION -  F 220
 HX1964  PID         -  HX1964
 HX1964  STATE/COUNTY-  WV/FAYETTE
 HX1964  USGS QUAD   -  ANSTED (1976)
 HX1964
 HX1964                         *CURRENT SURVEY CONTROL
 HX1964  ___________________________________________________________________
 HX1964* NAD 83(1986)-  38 11 22.     (N)    081 00 20.     (W)     SCALED    
 HX1964* NAVD 88     -       461.882  (meters)    1515.36   (feet)  ADJUSTED  
 HX1964  ___________________________________________________________________
 HX1964  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HX1964  DYNAMIC HT  -         461.537 (meters)    1514.23  (feet)  COMP
 HX1964  MODELED GRAV-     979,868.1   (mgal)                       NAVD 88
 HX1964
 HX1964  VERT ORDER  -  SECOND    CLASS 0
 HX1964
 HX1964.The horizontal coordinates were scaled from a topographic map and have
 HX1964.an estimated accuracy of +/- 6 seconds.
 HX1964
 HX1964.The orthometric height was determined by differential leveling
 HX1964.and adjusted by the National Geodetic Survey in June 1991..
 HX1964
 HX1964.The geoid height was determined by GEOID03.
 HX1964
 HX1964.The dynamic height is computed by dividing the NAVD 88
 HX1964.geopotential number by the normal gravity value computed on the
 HX1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1964.degrees latitude (g = 980.6199 gals.).
 HX1964
 HX1964.The modeled gravity was interpolated from observed gravity values.
 HX1964
 HX1964;                    North         East    Units  Estimated Accuracy
 HX1964;SPC WV S     -   132,020.      599,510.      MT  (+/- 180 meters Scaled)
 HX1964
 HX1964                          SUPERSEDED SURVEY CONTROL
 HX1964
 HX1964  NGVD 29 (??/??/92)  462.060  (m)         1515.94   (f) ADJ UNCH    2 0
 HX1964
 HX1964.Superseded values are not recommended for survey control.
 HX1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1964.See file dsdata.txt to determine how the superseded data were derived.
 HX1964
 HX1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC995268(NAD 83)
 HX1964_MARKER: DB = BENCH MARK DISK
 HX1964_SETTING: 80 = SET IN A BOULDER
 HX1964_SP_SET: BOULDER
 HX1964_STAMPING: F 220 1961
 HX1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1964+STABILITY: SURFACE MOTION
 HX1964
 HX1964  HISTORY     - Date     Condition        Report By
 HX1964  HISTORY     - 1961     MONUMENTED       CGS
 HX1964
 HX1964                          STATION DESCRIPTION
 HX1964
 HX1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1964'9.3 MI NE FROM ANSTED.
 HX1964'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1964'HIGH SCHOOL AT ANSTED, THENCE 7.9 MILES NORTHEAST ALONG A BLACK TOP
 HX1964'ROAD, NEAR THE JUNCTION OF THE OLD WOOD FERRY ROAD LEADING
 HX1964'NORTHWEST OF THE GAULEY RIVER, SET VERTICALLY IN THE EAST FACE OF
 HX1964'A LARGE BOULDER THAT IS 60 FEET LONG, 171 FEET NORTH OF THE CENTER
 HX1964'OF THE JUNCTION OF THE BLACK TOP ROAD AND THE WOODS FERRY ROAD,
 HX1964'26 FEET WEST OF THE CENTER LINE OF THE WOODS FERRY ROAD, 21 FEET
 HX1964'NORTHEAST OF THE SOUTHWEST END OF THE ROCK, 2 FEET ABOVE THE
 HX1964'LEVEL OF THE GROUND AND 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1163 ***********************************************************************
 HX1163  DESIGNATION -  F 221
 HX1163  PID         -  HX1163
 HX1163  STATE/COUNTY-  WV/NICHOLAS
 HX1163  USGS QUAD   -  MOUNT NEBO (1976)
 HX1163
 HX1163                         *CURRENT SURVEY CONTROL
 HX1163  ___________________________________________________________________
 HX1163* NAD 83(1986)-  38 11 49.     (N)    080 50 58.     (W)     SCALED    
 HX1163* NAVD 88     -       627.066  (meters)    2057.30   (feet)  ADJUSTED  
 HX1163  ___________________________________________________________________
 HX1163  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HX1163  DYNAMIC HT  -         626.578 (meters)    2055.70  (feet)  COMP
 HX1163  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 HX1163
 HX1163  VERT ORDER  -  SECOND    CLASS 0
 HX1163
 HX1163.The horizontal coordinates were scaled from a topographic map and have
 HX1163.an estimated accuracy of +/- 6 seconds.
 HX1163
 HX1163.The orthometric height was determined by differential leveling
 HX1163.and adjusted by the National Geodetic Survey in June 1991..
 HX1163
 HX1163.The geoid height was determined by GEOID03.
 HX1163
 HX1163.The dynamic height is computed by dividing the NAVD 88
 HX1163.geopotential number by the normal gravity value computed on the
 HX1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1163.degrees latitude (g = 980.6199 gals.).
 HX1163
 HX1163.The modeled gravity was interpolated from observed gravity values.
 HX1163
 HX1163;                    North         East    Units  Estimated Accuracy
 HX1163;SPC WV S     -   132,860.      613,190.      MT  (+/- 180 meters Scaled)
 HX1163
 HX1163                          SUPERSEDED SURVEY CONTROL
 HX1163
 HX1163  NGVD 29 (??/??/92)  627.225  (m)         2057.82   (f) ADJ UNCH    2 0
 HX1163
 HX1163.Superseded values are not recommended for survey control.
 HX1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1163.See file dsdata.txt to determine how the superseded data were derived.
 HX1163
 HX1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC131276(NAD 83)
 HX1163_MARKER: DB = BENCH MARK DISK
 HX1163_SETTING: 66 = SET IN ROCK OUTCROP
 HX1163_SP_SET: ROCK LEDGE
 HX1163_STAMPING: F 221 1961
 HX1163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1163+STABILITY: POSITION/ELEVATION WELL
 HX1163
 HX1163  HISTORY     - Date     Condition        Report By
 HX1163  HISTORY     - 1961     MONUMENTED       CGS
 HX1163
 HX1163                          STATION DESCRIPTION
 HX1163
 HX1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1163'7 MI S FROM SUMMERSVILLE.
 HX1163'ABOUT 7.05 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1163'AT SUMMERSVILLE, 0.85 MILE SOUTH OF THE MT. NEBO GRADE SCHOOL,
 HX1163'0.25 MILE SOUTH OF A ROAD CROSSING AND THE POST OFFICE AT MT.
 HX1163'NEBO, SET ON THE TOP OF A ROCK LEDGE THAT IS ABOUT 2 FEET WIDE
 HX1163'AND 45 YARDS LONG, 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HX1163'52 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE
 HX1163'2165, 36 FEET SOUTH OF THE NORTH END OF A CUT, 0.5 FOOT WEST
 HX1163'OF THE EAST EDGE OF THE LEDGE AND 3 FEET ABOVE THE LEVEL OF THE
 HX1163'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1187 ***********************************************************************
 HX1187  DESIGNATION -  F 222
 HX1187  PID         -  HX1187
 HX1187  STATE/COUNTY-  WV/FAYETTE
 HX1187  USGS QUAD   -  WINONA (1976)
 HX1187
 HX1187                         *CURRENT SURVEY CONTROL
 HX1187  ___________________________________________________________________
 HX1187* NAD 83(1986)-  38 03 04.     (N)    080 55 51.     (W)     SCALED    
 HX1187* NAVD 88     -       631.864  (meters)    2073.04   (feet)  ADJUSTED  
 HX1187  ___________________________________________________________________
 HX1187  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HX1187  DYNAMIC HT  -         631.360 (meters)    2071.39  (feet)  COMP
 HX1187  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 HX1187
 HX1187  VERT ORDER  -  SECOND    CLASS 0
 HX1187
 HX1187.The horizontal coordinates were scaled from a topographic map and have
 HX1187.an estimated accuracy of +/- 6 seconds.
 HX1187
 HX1187.The orthometric height was determined by differential leveling
 HX1187.and adjusted by the National Geodetic Survey in June 1991..
 HX1187
 HX1187.The geoid height was determined by GEOID03.
 HX1187
 HX1187.The dynamic height is computed by dividing the NAVD 88
 HX1187.geopotential number by the normal gravity value computed on the
 HX1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1187.degrees latitude (g = 980.6199 gals.).
 HX1187
 HX1187.The modeled gravity was interpolated from observed gravity values.
 HX1187
 HX1187;                    North         East    Units  Estimated Accuracy
 HX1187;SPC WV S     -   116,660.      606,070.      MT  (+/- 180 meters Scaled)
 HX1187
 HX1187                          SUPERSEDED SURVEY CONTROL
 HX1187
 HX1187  NGVD 29 (??/??/92)  632.021  (m)         2073.56   (f) ADJ UNCH    2 0
 HX1187
 HX1187.Superseded values are not recommended for survey control.
 HX1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1187.See file dsdata.txt to determine how the superseded data were derived.
 HX1187
 HX1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC060114(NAD 83)
 HX1187_MARKER: DB = BENCH MARK DISK
 HX1187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1187_SP_SET: ABUTMENT
 HX1187_STAMPING: F 222 1961
 HX1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1187
 HX1187  HISTORY     - Date     Condition        Report By
 HX1187  HISTORY     - 1961     MONUMENTED       CGS
 HX1187
 HX1187                          STATION DESCRIPTION
 HX1187
 HX1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1187'2.2 MI SE FROM LOOKOUT.
 HX1187'ABOUT 2.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL
 HX1187'HIGH SCHOOL AT LOOKOUT, ALSO 5.85 MILES SOUTHWEST ALONG U.S.
 HX1187'HIGHWAY 19 FROM THE CENTER OF THE MEADOW RIVER BRIDGE AT NALLEN,
 HX1187'AT THE JUNCTION OF U.S. HIGHWAY 60 AND 19, ALONG U.S. HIGHWAY
 HX1187'60, 35 YARDS NORTHWEST OF THE NORTHWEST LEG OF THE JUNCTION OF
 HX1187'THE HIGHWAYS, 0.1 MILE NORTHEAST OF AN OVERHEAD BRIDGE OVER U.S.
 HX1187'HIGHWAY 60 FOR A C AND O OVERPASS, SET ON THE TOP OF THE NORTHEAST
 HX1187'END OF THE NORTHWEST CONCRETE ABUTMENT OF A 30 FOOT BRIDGE OVER
 HX1187'BRACKENS CREEK, 17 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 HX1187'HIGHWAY 60, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1131 ***********************************************************************
 HX1131  DESIGNATION -  F 223
 HX1131  PID         -  HX1131
 HX1131  STATE/COUNTY-  WV/NICHOLAS
 HX1131  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1131
 HX1131                         *CURRENT SURVEY CONTROL
 HX1131  ___________________________________________________________________
 HX1131* NAD 83(1986)-  38 13 33.     (N)    080 58 22.     (W)     SCALED    
 HX1131* NAVD 88     -       491.788  (meters)    1613.47   (feet)  ADJUSTED  
 HX1131  ___________________________________________________________________
 HX1131  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HX1131  DYNAMIC HT  -         491.428 (meters)    1612.29  (feet)  COMP
 HX1131  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 HX1131
 HX1131  VERT ORDER  -  SECOND    CLASS 0
 HX1131
 HX1131.The horizontal coordinates were scaled from a topographic map and have
 HX1131.an estimated accuracy of +/- 6 seconds.
 HX1131
 HX1131.The orthometric height was determined by differential leveling
 HX1131.and adjusted by the National Geodetic Survey in June 1991..
 HX1131
 HX1131.The geoid height was determined by GEOID03.
 HX1131
 HX1131.The dynamic height is computed by dividing the NAVD 88
 HX1131.geopotential number by the normal gravity value computed on the
 HX1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1131.degrees latitude (g = 980.6199 gals.).
 HX1131
 HX1131.The modeled gravity was interpolated from observed gravity values.
 HX1131
 HX1131;                    North         East    Units  Estimated Accuracy
 HX1131;SPC WV S     -   136,050.      602,380.      MT  (+/- 180 meters Scaled)
 HX1131
 HX1131                          SUPERSEDED SURVEY CONTROL
 HX1131
 HX1131  NGVD 29 (??/??/92)  491.968  (m)         1614.07   (f) ADJ UNCH    2 0
 HX1131
 HX1131.Superseded values are not recommended for survey control.
 HX1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1131.See file dsdata.txt to determine how the superseded data were derived.
 HX1131
 HX1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC023308(NAD 83)
 HX1131_MARKER: DB = BENCH MARK DISK
 HX1131_SETTING: 66 = SET IN ROCK OUTCROP
 HX1131_SP_SET: ROCK LEDGE
 HX1131_STAMPING: F 223 1961
 HX1131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1131+STABILITY: POSITION/ELEVATION WELL
 HX1131
 HX1131  HISTORY     - Date     Condition        Report By
 HX1131  HISTORY     - 1961     MONUMENTED       CGS
 HX1131
 HX1131                          STATION DESCRIPTION
 HX1131
 HX1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1131'4.7 MI SE FROM DRENNEN.
 HX1131'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HX1131'OF STATE HIGHWAY 39 AT DRENNEN, THENCE 2.15 MILES SOUTH ALONG A
 HX1131'GRADED ROAD, THENCE 1.25 MILES SOUTHEAST ALONG A NARROW WOODS
 HX1131'ROAD, 0.55 MILES SOUTHEAST OF THE JUNCTION OF A GRADED ROAD
 HX1131'LEADING NORTHEAST, SET ON THE TOP OF A ROCK LEDGE THAT RUNS TO
 HX1131'THE EDGE OF THE ROAD, AT A POINT WHERE A POWER LINE CROSSES OVER
 HX1131'THE ROAD, 7 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 36
 HX1131'FEET SOUTH-SOUTHEAST OF A POWER LINE POLE, 0.5 FOOT SOUTHEAST
 HX1131'OF THE NORTHWEST EDGE OF THE ROCK, ABOUT 1 FOOT ABOVE THE LEVEL
 HX1131'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1444 ***********************************************************************
 HX1444  DESIGNATION -  F 224
 HX1444  PID         -  HX1444
 HX1444  STATE/COUNTY-  WV/FAYETTE
 HX1444  USGS QUAD   -  WINONA (1976)
 HX1444
 HX1444                         *CURRENT SURVEY CONTROL
 HX1444  ___________________________________________________________________
 HX1444* NAD 83(1986)-  38 07 19.     (N)    080 54 05.     (W)     SCALED    
 HX1444* NAVD 88     -       542.730  (meters)    1780.61   (feet)  ADJUSTED  
 HX1444  ___________________________________________________________________
 HX1444  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HX1444  DYNAMIC HT  -         542.308 (meters)    1779.22  (feet)  COMP
 HX1444  MODELED GRAV-     979,834.2   (mgal)                       NAVD 88
 HX1444
 HX1444  VERT ORDER  -  SECOND    CLASS 0
 HX1444
 HX1444.The horizontal coordinates were scaled from a topographic map and have
 HX1444.an estimated accuracy of +/- 6 seconds.
 HX1444
 HX1444.The orthometric height was determined by differential leveling
 HX1444.and adjusted by the National Geodetic Survey in June 1991..
 HX1444
 HX1444.The geoid height was determined by GEOID03.
 HX1444
 HX1444.The dynamic height is computed by dividing the NAVD 88
 HX1444.geopotential number by the normal gravity value computed on the
 HX1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1444.degrees latitude (g = 980.6199 gals.).
 HX1444
 HX1444.The modeled gravity was interpolated from observed gravity values.
 HX1444
 HX1444;                    North         East    Units  Estimated Accuracy
 HX1444;SPC WV S     -   124,530.      608,650.      MT  (+/- 180 meters Scaled)
 HX1444
 HX1444                          SUPERSEDED SURVEY CONTROL
 HX1444
 HX1444  NGVD 29 (??/??/92)  542.893  (m)         1781.14   (f) ADJ UNCH    2 0
 HX1444
 HX1444.Superseded values are not recommended for survey control.
 HX1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1444.See file dsdata.txt to determine how the superseded data were derived.
 HX1444
 HX1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC086193(NAD 83)
 HX1444_MARKER: DB = BENCH MARK DISK
 HX1444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1444_SP_SET: ABUTMENT
 HX1444_STAMPING: F 224 1961
 HX1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1444
 HX1444  HISTORY     - Date     Condition        Report By
 HX1444  HISTORY     - 1961     MONUMENTED       CGS
 HX1444
 HX1444                          STATION DESCRIPTION
 HX1444
 HX1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1444'3.7 MI NW FROM NALLEN.
 HX1444'ABOUT 3.7 MILES NORTHWEST ALONG THE NICHOLAS, FAYETTE AND
 HX1444'GREENBRIER RAILROAD FROM THE STATION AT NALLEN, NEAR MILEPOST
 HX1444'43, SET ON THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT
 HX1444'OF BRIDGE NO. 430 OVER FALL ROCK CREEK, 6 FEET SOUTH OF THE SOUTH
 HX1444'RAIL, 102 FEET EAST OF THE MILEPOST, 3 FEET NORTH OF THE SOUTH
 HX1444'END OF THE ABUTMENT AND 1 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1109 ***********************************************************************
 HX1109  DESIGNATION -  F 225
 HX1109  PID         -  HX1109
 HX1109  STATE/COUNTY-  WV/NICHOLAS
 HX1109  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1109
 HX1109                         *CURRENT SURVEY CONTROL
 HX1109  ___________________________________________________________________
 HX1109* NAD 83(1986)-  38 19 05.     (N)    080 41 02.     (W)     SCALED    
 HX1109* NAVD 88     -       696.708  (meters)    2285.78   (feet)  ADJUSTED  
 HX1109  ___________________________________________________________________
 HX1109  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 HX1109  DYNAMIC HT  -         696.164 (meters)    2284.00  (feet)  COMP
 HX1109  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 HX1109
 HX1109  VERT ORDER  -  SECOND    CLASS 0
 HX1109
 HX1109.The horizontal coordinates were scaled from a topographic map and have
 HX1109.an estimated accuracy of +/- 6 seconds.
 HX1109
 HX1109.The orthometric height was determined by differential leveling
 HX1109.and adjusted by the National Geodetic Survey in June 1991..
 HX1109
 HX1109.The geoid height was determined by GEOID03.
 HX1109
 HX1109.The dynamic height is computed by dividing the NAVD 88
 HX1109.geopotential number by the normal gravity value computed on the
 HX1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1109.degrees latitude (g = 980.6199 gals.).
 HX1109
 HX1109.The modeled gravity was interpolated from observed gravity values.
 HX1109
 HX1109;                    North         East    Units  Estimated Accuracy
 HX1109;SPC WV S     -   146,340.      627,640.      MT  (+/- 180 meters Scaled)
 HX1109
 HX1109                          SUPERSEDED SURVEY CONTROL
 HX1109
 HX1109  NGVD 29 (??/??/92)  696.851  (m)         2286.25   (f) ADJ UNCH    2 0
 HX1109
 HX1109.Superseded values are not recommended for survey control.
 HX1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1109.See file dsdata.txt to determine how the superseded data were derived.
 HX1109
 HX1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC276411(NAD 83)
 HX1109_MARKER: DB = BENCH MARK DISK
 HX1109_SETTING: 66 = SET IN ROCK OUTCROP
 HX1109_SP_SET: ROCK LEDGE
 HX1109_STAMPING: F 225 1961
 HX1109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1109+STABILITY: POSITION/ELEVATION WELL
 HX1109
 HX1109  HISTORY     - Date     Condition        Report By
 HX1109  HISTORY     - 1961     MONUMENTED       CGS
 HX1109
 HX1109                          STATION DESCRIPTION
 HX1109
 HX1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1109'4.2 MI SW FROM CRAIGSVILLE.
 HX1109'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 41 FROM THE JUNCTION
 HX1109'OF STATE HIGHWAY 20 AT CRAIGSVILLE, THENCE 2.15 MILES SOUTHWEST
 HX1109'ALONG A BLACK TOP ROAD, 0.95 MILE SOUTHWEST OF THE ALDERSON
 HX1109'MISSIONARY BAPTIST CHURCH AND CEMETERY, ABOUT 0.5 MILE WEST OF
 HX1109'THE JUNCTION OF A GRADED ROAD LEADING SOUTH, SET ON THE TOP OF A
 HX1109'5-BY-3-FOOT ROCK LEDGE THAT IS 25 FEET LONG, 15 FEET NORTH OF THE
 HX1109'CENTER LINE OF THE ROAD, 77 YARDS NORTHEAST OF THE JUNCTION OF
 HX1109'A DRIVEWAY, 13 FEET SOUTHWEST OF POWER LINE POLE NO. 41-409,
 HX1109'3 FEET WEST OF THE EAST END OF THE ROCK AND 2 FEET ABOVE THE
 HX1109'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1246 ***********************************************************************
 HX1246  DESIGNATION -  F 226
 HX1246  PID         -  HX1246
 HX1246  STATE/COUNTY-  WV/NICHOLAS
 HX1246  USGS QUAD   -  NETTIE (1995)
 HX1246
 HX1246                         *CURRENT SURVEY CONTROL
 HX1246  ___________________________________________________________________
 HX1246* NAD 83(1986)-  38 13 23.     (N)    080 40 21.     (W)     SCALED    
 HX1246* NAVD 88     -       772.198  (meters)    2533.45   (feet)  ADJUSTED  
 HX1246  ___________________________________________________________________
 HX1246  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX1246  DYNAMIC HT  -         771.566 (meters)    2531.38  (feet)  COMP
 HX1246  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 HX1246
 HX1246  VERT ORDER  -  SECOND    CLASS 0
 HX1246
 HX1246.The horizontal coordinates were scaled from a topographic map and have
 HX1246.an estimated accuracy of +/- 6 seconds.
 HX1246
 HX1246.The orthometric height was determined by differential leveling
 HX1246.and adjusted by the National Geodetic Survey in June 1991..
 HX1246
 HX1246.The geoid height was determined by GEOID03.
 HX1246
 HX1246.The dynamic height is computed by dividing the NAVD 88
 HX1246.geopotential number by the normal gravity value computed on the
 HX1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1246.degrees latitude (g = 980.6199 gals.).
 HX1246
 HX1246.The modeled gravity was interpolated from observed gravity values.
 HX1246
 HX1246;                    North         East    Units  Estimated Accuracy
 HX1246;SPC WV S     -   135,800.      628,680.      MT  (+/- 180 meters Scaled)
 HX1246
 HX1246                          SUPERSEDED SURVEY CONTROL
 HX1246
 HX1246  NGVD 29 (??/??/92)  772.325  (m)         2533.87   (f) ADJ UNCH    2 0
 HX1246
 HX1246.Superseded values are not recommended for survey control.
 HX1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1246.See file dsdata.txt to determine how the superseded data were derived.
 HX1246
 HX1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC286306(NAD 83)
 HX1246_MARKER: DB = BENCH MARK DISK
 HX1246_SETTING: 66 = SET IN ROCK OUTCROP
 HX1246_SP_SET: ROCK CUT
 HX1246_STAMPING: F 266 1961
 HX1246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1246+STABILITY: POSITION/ELEVATION WELL
 HX1246
 HX1246  HISTORY     - Date     Condition        Report By
 HX1246  HISTORY     - 1961     MONUMENTED       CGS
 HX1246
 HX1246                          STATION DESCRIPTION
 HX1246
 HX1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1246'0.8 MI E FROM NETTIE.
 HX1246'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 39 AND 20 FROM THE
 HX1246'JUNCTION OF STATE HIGHWAY 20 LEADING SOUTH AT NETTIE, 0.4 MILE
 HX1246'SOUTHEAST OF THE JUNCTION OF A BLACK TOP ROAD LEADING NORTH,
 HX1246'0.8 MILE SOUTHWEST OF THE JUNCTION OF A BLACK TOP ROAD LEADING
 HX1246'NORTHEAST, SET VERTICALLY IN THE SOUTH FACE OF A LARGE ROCK CUT
 HX1246'THAT IS ABOUT 0.2 MILE LONG, AT THE INSIDE OF A CURVE, 47 FEET
 HX1246'NORTH OF THE CENTER LINE OF THE HIGHWAY, 60 YARDS EAST OF THE
 HX1246'WEST END OF THE CUT AND 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1122 ***********************************************************************
 HX1122  DESIGNATION -  F 227
 HX1122  PID         -  HX1122
 HX1122  STATE/COUNTY-  WV/NICHOLAS
 HX1122  USGS QUAD   -  RICHWOOD (1995)
 HX1122
 HX1122                         *CURRENT SURVEY CONTROL
 HX1122  ___________________________________________________________________
 HX1122* NAD 83(1986)-  38 14 39.     (N)    080 35 34.     (W)     SCALED    
 HX1122* NAVD 88     -       642.309  (meters)    2107.31   (feet)  ADJUSTED  
 HX1122  ___________________________________________________________________
 HX1122  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HX1122  DYNAMIC HT  -         641.805 (meters)    2105.66  (feet)  COMP
 HX1122  MODELED GRAV-     979,823.0   (mgal)                       NAVD 88
 HX1122
 HX1122  VERT ORDER  -  SECOND    CLASS 0
 HX1122
 HX1122.The horizontal coordinates were scaled from a topographic map and have
 HX1122.an estimated accuracy of +/- 6 seconds.
 HX1122
 HX1122.The orthometric height was determined by differential leveling
 HX1122.and adjusted by the National Geodetic Survey in June 1991..
 HX1122
 HX1122.The geoid height was determined by GEOID03.
 HX1122
 HX1122.The dynamic height is computed by dividing the NAVD 88
 HX1122.geopotential number by the normal gravity value computed on the
 HX1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1122.degrees latitude (g = 980.6199 gals.).
 HX1122
 HX1122.The modeled gravity was interpolated from observed gravity values.
 HX1122
 HX1122;                    North         East    Units  Estimated Accuracy
 HX1122;SPC WV S     -   138,170.      635,650.      MT  (+/- 180 meters Scaled)
 HX1122
 HX1122                          SUPERSEDED SURVEY CONTROL
 HX1122
 HX1122  NGVD 29 (??/??/92)  642.450  (m)         2107.77   (f) ADJ UNCH    2 0
 HX1122
 HX1122.Superseded values are not recommended for survey control.
 HX1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1122.See file dsdata.txt to determine how the superseded data were derived.
 HX1122
 HX1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC356329(NAD 83)
 HX1122_MARKER: DB = BENCH MARK DISK
 HX1122_SETTING: 80 = SET IN A BOULDER
 HX1122_SP_SET: BOULDER
 HX1122_STAMPING: F 227 1961
 HX1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1122+STABILITY: SURFACE MOTION
 HX1122
 HX1122  HISTORY     - Date     Condition        Report By
 HX1122  HISTORY     - 1961     MONUMENTED       CGS
 HX1122  HISTORY     - 1962     GOOD             NGS
 HX1122
 HX1122                          STATION DESCRIPTION
 HX1122
 HX1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1122'1 MI SE FROM HOLCOMB.
 HX1122'ABOUT 0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 HX1122'SOUTHEAST END OF THE HIGHWAY BRIDGE OVER CHERRY RIVER AT HOLCOMB,
 HX1122'SET VERTICALLY IN THE SOUTHWEST FACE OF A BOULDER WHICH IS 12
 HX1122'FEET LONG AND 5 FEET HIGH, 82 YARDS SOUTHEAST OF THE JUNCTION
 HX1122'OF A DRIVEWAY LEADING NORTHWEST TO TWO SMALL FRAME HOUSES, 21 FEET
 HX1122'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET SOUTHEAST
 HX1122'OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A 30
 HX1122'INCH PIPE CULVERT UNDER THE HIGHWAY, 43 FEET NORTHEAST AND ACROSS
 HX1122'THE HIGHWAY FROM POWER LINE POLE NO. 7-140, 2 FEET SOUTHEAST
 HX1122'OF THE NORTHWEST END OF THE BOULDER AND 3 FEET ABOVE THE LEVEL
 HX1122'OF THE HIGHWAY.
 HX1122
 HX1122                          STATION RECOVERY (1962)
 HX1122
 HX1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1091 ***********************************************************************
 HX1091  DESIGNATION -  F 228
 HX1091  PID         -  HX1091
 HX1091  STATE/COUNTY-  WV/NICHOLAS
 HX1091  USGS QUAD   -  GILBOA (1976)
 HX1091
 HX1091                         *CURRENT SURVEY CONTROL
 HX1091  ___________________________________________________________________
 HX1091* NAD 83(1986)-  38 17 04.     (N)    080 57 28.     (W)     SCALED    
 HX1091* NAVD 88     -       374.100  (meters)    1227.36   (feet)  ADJUSTED  
 HX1091  ___________________________________________________________________
 HX1091  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HX1091  DYNAMIC HT  -         373.830 (meters)    1226.47  (feet)  COMP
 HX1091  MODELED GRAV-     979,895.9   (mgal)                       NAVD 88
 HX1091
 HX1091  VERT ORDER  -  SECOND    CLASS 0
 HX1091
 HX1091.The horizontal coordinates were scaled from a topographic map and have
 HX1091.an estimated accuracy of +/- 6 seconds.
 HX1091
 HX1091.The orthometric height was determined by differential leveling
 HX1091.and adjusted by the National Geodetic Survey in June 1991..
 HX1091
 HX1091.The geoid height was determined by GEOID03.
 HX1091
 HX1091.The dynamic height is computed by dividing the NAVD 88
 HX1091.geopotential number by the normal gravity value computed on the
 HX1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1091.degrees latitude (g = 980.6199 gals.).
 HX1091
 HX1091.The modeled gravity was interpolated from observed gravity values.
 HX1091
 HX1091;                    North         East    Units  Estimated Accuracy
 HX1091;SPC WV S     -   142,560.      603,690.      MT  (+/- 180 meters Scaled)
 HX1091
 HX1091                          SUPERSEDED SURVEY CONTROL
 HX1091
 HX1091  NGVD 29 (??/??/92)  374.274  (m)         1227.93   (f) ADJ UNCH    2 0
 HX1091
 HX1091.Superseded values are not recommended for survey control.
 HX1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1091.See file dsdata.txt to determine how the superseded data were derived.
 HX1091
 HX1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC036373(NAD 83)
 HX1091_MARKER: DB = BENCH MARK DISK
 HX1091_SETTING: 66 = SET IN ROCK OUTCROP
 HX1091_SP_SET: ROCK CUT
 HX1091_STAMPING: F 228 1961
 HX1091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1091+STABILITY: POSITION/ELEVATION WELL
 HX1091
 HX1091  HISTORY     - Date     Condition        Report By
 HX1091  HISTORY     - 1961     MONUMENTED       CGS
 HX1091
 HX1091                          STATION DESCRIPTION
 HX1091
 HX1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1091'2.4 MI SW FROM GILBOA.
 HX1091'ABOUT 2.45 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1091'OFFICE AT GILBOA, ABOUT 3.25 MILES NORTHEAST OF THE POST OFFICE
 HX1091'AT DRENNEN, ABOUT 0.4 MILE NORTHEAST OF THE JUNCTION OF KEENAN
 HX1091'BRANCH ROAD, AT THE INSIDE OF A CURVE, SET VERTICALLY IN THE
 HX1091'SOUTHEAST FACE OF A ROCK CUT, 29 FEET NORTHWEST OF THE CENTER
 HX1091'LINE OF THE HIGHWAY, 42 FEET SOUTHWEST OF THE CENTER LINE OF A
 HX1091'DRIVE, AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1301 ***********************************************************************
 HX1301  DESIGNATION -  F 229
 HX1301  PID         -  HX1301
 HX1301  STATE/COUNTY-  WV/NICHOLAS
 HX1301  USGS QUAD   -  NETTIE (1995)
 HX1301
 HX1301                         *CURRENT SURVEY CONTROL
 HX1301  ___________________________________________________________________
 HX1301* NAD 83(1986)-  38 13 11.     (N)    080 41 13.     (W)     SCALED    
 HX1301* NAVD 88     -       839.511  (meters)    2754.30   (feet)  ADJUSTED  
 HX1301  ___________________________________________________________________
 HX1301  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX1301  DYNAMIC HT  -         838.829 (meters)    2752.06  (feet)  COMP
 HX1301  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 HX1301
 HX1301  VERT ORDER  -  SECOND    CLASS 0
 HX1301
 HX1301.The horizontal coordinates were scaled from a topographic map and have
 HX1301.an estimated accuracy of +/- 6 seconds.
 HX1301
 HX1301.The orthometric height was determined by differential leveling
 HX1301.and adjusted by the National Geodetic Survey in June 1991..
 HX1301
 HX1301.The geoid height was determined by GEOID03.
 HX1301
 HX1301.The dynamic height is computed by dividing the NAVD 88
 HX1301.geopotential number by the normal gravity value computed on the
 HX1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1301.degrees latitude (g = 980.6199 gals.).
 HX1301
 HX1301.The modeled gravity was interpolated from observed gravity values.
 HX1301
 HX1301;                    North         East    Units  Estimated Accuracy
 HX1301;SPC WV S     -   135,420.      627,410.      MT  (+/- 180 meters Scaled)
 HX1301
 HX1301                          SUPERSEDED SURVEY CONTROL
 HX1301
 HX1301  NGVD 29 (??/??/92)  839.643  (m)         2754.73   (f) ADJ UNCH    2 0
 HX1301
 HX1301.Superseded values are not recommended for survey control.
 HX1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1301.See file dsdata.txt to determine how the superseded data were derived.
 HX1301
 HX1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC274302(NAD 83)
 HX1301_MARKER: DB = BENCH MARK DISK
 HX1301_SETTING: 66 = SET IN ROCK OUTCROP
 HX1301_SP_SET: ROCK OUTCROP
 HX1301_STAMPING: F 229 1961
 HX1301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1301+STABILITY: POSITION/ELEVATION WELL
 HX1301
 HX1301  HISTORY     - Date     Condition        Report By
 HX1301  HISTORY     - 1961     MONUMENTED       CGS
 HX1301
 HX1301                          STATION DESCRIPTION
 HX1301
 HX1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1301'0.3 MI S FROM NETTIE.
 HX1301'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM ITS JUNCTION
 HX1301'WITH STATE HIGHWAY 39 AT NETTIE, 0.1 MILE SOUTH OF THE OLIVE
 HX1301'BRANCH BAPTIST CHURCH, AT THE OUTSIDE OF A CURVE, ABOUT 125
 HX1301'YARDS NORTHEAST OF THE NETTIE GRADE SCHOOL, 60 YARDS NORTH OF
 HX1301'THE JUNCTION OF A DRIVEWAY AND THE HIGHWAY (DRIVEWAY LEADS WEST TO
 HX1301'THE NETTIE GRADE SCHOOL), SET IN THE SOUTHEAST CORNER OF A YARD
 HX1301'FOR A ONE-STORY BRICK HOME, ON THE TOP OF A VERY LARGE FLAT ROCK
 HX1301'OUTCROP THAT COVERS THE WHOLE CORNER OF THE YARD, 22 FEET WEST OF
 HX1301'THE CENTER LINE OF THE HIGHWAY, 84 FEET SOUTHEAST OF THE SOUTHEAST
 HX1301'CORNER OF THE BRICK HOME AND 3 FEET ABOVE THE LEVEL OF THE
 HX1301'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1051 ***********************************************************************
 GX1051  DESIGNATION -  F 230
 GX1051  PID         -  GX1051
 GX1051  STATE/COUNTY-  WV/GREENBRIER
 GX1051  USGS QUAD   -  CORNSTALK (1981)
 GX1051
 GX1051                         *CURRENT SURVEY CONTROL
 GX1051  ___________________________________________________________________
 GX1051* NAD 83(1986)-  37 53 14.     (N)    080 34 46.     (W)     SCALED    
 GX1051* NAVD 88     -       674.958  (meters)    2214.42   (feet)  ADJUSTED  
 GX1051  ___________________________________________________________________
 GX1051  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX1051  DYNAMIC HT  -         674.386 (meters)    2212.55  (feet)  COMP
 GX1051  MODELED GRAV-     979,760.4   (mgal)                       NAVD 88
 GX1051
 GX1051  VERT ORDER  -  SECOND    CLASS 0
 GX1051
 GX1051.The horizontal coordinates were scaled from a topographic map and have
 GX1051.an estimated accuracy of +/- 6 seconds.
 GX1051
 GX1051.The orthometric height was determined by differential leveling
 GX1051.and adjusted by the National Geodetic Survey in June 1991..
 GX1051
 GX1051.The geoid height was determined by GEOID03.
 GX1051
 GX1051.The dynamic height is computed by dividing the NAVD 88
 GX1051.geopotential number by the normal gravity value computed on the
 GX1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1051.degrees latitude (g = 980.6199 gals.).
 GX1051
 GX1051.The modeled gravity was interpolated from observed gravity values.
 GX1051
 GX1051;                    North         East    Units  Estimated Accuracy
 GX1051;SPC WV S     -    98,560.      636,990.      MT  (+/- 180 meters Scaled)
 GX1051
 GX1051                          SUPERSEDED SURVEY CONTROL
 GX1051
 GX1051  NGVD 29 (??/??/92)  675.100  (m)         2214.89   (f) ADJ UNCH    2 0
 GX1051
 GX1051.Superseded values are not recommended for survey control.
 GX1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1051.See file dsdata.txt to determine how the superseded data were derived.
 GX1051
 GX1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB369933(NAD 83)
 GX1051_MARKER: DB = BENCH MARK DISK
 GX1051_SETTING: 66 = SET IN ROCK OUTCROP
 GX1051_SP_SET: ROCK LEDGE
 GX1051_STAMPING: F 230 1961
 GX1051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1051+STABILITY: POSITION/ELEVATION WELL
 GX1051
 GX1051  HISTORY     - Date     Condition        Report By
 GX1051  HISTORY     - 1961     MONUMENTED       CGS
 GX1051  HISTORY     - 1965     GOOD             LOCENG
 GX1051
 GX1051                          STATION DESCRIPTION
 GX1051
 GX1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1051'1.6 MI E FROM CLINTONVILLE.
 GX1051'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE METHODIST
 GX1051'CHURCH AT CLINTONVILLE, AT THE INTERSECTION OF COUNTY ROAD NO. 9,
 GX1051'(A BLACK TOP ROAD LEADING NORTH TO WILLIAMSBURG AND THE FLINT
 GX1051'HOLLOW ROAD LEADING SOUTH), SET IN THE TOP OF A FLAT LEDGE OF
 GX1051'ROCK THAT FORMS PART OF THE ROAD DITCH, 51 FEET EAST OF THE
 GX1051'CENTER LINE OF THE ROAD SOUTH, 20 FEET SOUTH OF THE CENTER LINE
 GX1051'OF THE HIGHWAY AND 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GX1051
 GX1051                          STATION RECOVERY (1965)
 GX1051
 GX1051'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 GX1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0141 ***********************************************************************
 GX0141  DESIGNATION -  F 231
 GX0141  PID         -  GX0141
 GX0141  STATE/COUNTY-  WV/GREENBRIER
 GX0141  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0141
 GX0141                         *CURRENT SURVEY CONTROL
 GX0141  ___________________________________________________________________
 GX0141* NAD 83(1986)-  37 54 38.     (N)    080 26 11.     (W)     SCALED    
 GX0141* NAVD 88     -       729.520  (meters)    2393.43   (feet)  ADJUSTED  
 GX0141  ___________________________________________________________________
 GX0141  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0141  DYNAMIC HT  -         728.919 (meters)    2391.46  (feet)  COMP
 GX0141  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 GX0141
 GX0141  VERT ORDER  -  SECOND    CLASS 0
 GX0141
 GX0141.The horizontal coordinates were scaled from a topographic map and have
 GX0141.an estimated accuracy of +/- 6 seconds.
 GX0141
 GX0141.The orthometric height was determined by differential leveling
 GX0141.and adjusted by the National Geodetic Survey in June 1991..
 GX0141
 GX0141.The geoid height was determined by GEOID03.
 GX0141
 GX0141.The dynamic height is computed by dividing the NAVD 88
 GX0141.geopotential number by the normal gravity value computed on the
 GX0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0141.degrees latitude (g = 980.6199 gals.).
 GX0141
 GX0141.The modeled gravity was interpolated from observed gravity values.
 GX0141
 GX0141;                    North         East    Units  Estimated Accuracy
 GX0141;SPC WV S     -   101,210.      649,560.      MT  (+/- 180 meters Scaled)
 GX0141
 GX0141                          SUPERSEDED SURVEY CONTROL
 GX0141
 GX0141  NGVD 29 (??/??/92)  729.677  (m)         2393.95   (f) ADJ UNCH    2 0
 GX0141
 GX0141.Superseded values are not recommended for survey control.
 GX0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0141.See file dsdata.txt to determine how the superseded data were derived.
 GX0141
 GX0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB495960(NAD 83)
 GX0141_MARKER: DB = BENCH MARK DISK
 GX0141_SETTING: 66 = SET IN ROCK OUTCROP
 GX0141_SP_SET: ROCK
 GX0141_STAMPING: F 231 1961
 GX0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0141+STABILITY: POSITION/ELEVATION WELL
 GX0141
 GX0141  HISTORY     - Date     Condition        Report By
 GX0141  HISTORY     - 1961     MONUMENTED       CGS
 GX0141  HISTORY     - 1972     MARK NOT FOUND   USGS
 GX0141  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0141
 GX0141                          STATION DESCRIPTION
 GX0141
 GX0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0141'2.5 MI S FROM UNUS.
 GX0141'ABOUT 2.5 MILES SOUTH ALONG COUNTY ROAD NO. 19 (A BLACK TOP
 GX0141'ROAD) FROM A T ROAD JUNCTION AT UNUS, 0.55 MILE SOUTH OF A GRADED
 GX0141'ROAD CROSSING, ON THE SOUTH SLOPE OF A HILL, AT THE INSIDE AND
 GX0141'NEAR THE NORTH END OF A CURVE, SET VERTICALLY IN THE WEST FACE
 GX0141'OF A ROCK THAT IS 10 FEET LONG- 3 FEET HIGH AND IS PART OF A 5
 GX0141'FOOT HIGH BANK, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, 5
 GX0141'FEET NORTHEAST AND 3 FEET ABOVE THE NORTHEAST END OF A 24 INCH
 GX0141'PIPE CULVERT UNDER THE ROAD, 2 FEET ABOVE THE LEVEL OF THE ROAD.
 GX0141
 GX0141                          STATION RECOVERY (1972)
 GX0141
 GX0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GX0141'MARK NOT FOUND.
 GX0141
 GX0141                          STATION RECOVERY (1983)
 GX0141
 GX0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0955 ***********************************************************************
 HX0955  DESIGNATION -  F 232
 HX0955  PID         -  HX0955
 HX0955  STATE/COUNTY-  WV/GREENBRIER
 HX0955  USGS QUAD   -  TROUT (1995)
 HX0955
 HX0955                         *CURRENT SURVEY CONTROL
 HX0955  ___________________________________________________________________
 HX0955* NAD 83(1986)-  38 00 45.     (N)    080 27 12.     (W)     SCALED    
 HX0955* NAVD 88     -       683.792  (meters)    2243.41   (feet)  ADJUSTED  
 HX0955  ___________________________________________________________________
 HX0955  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HX0955  DYNAMIC HT  -         683.231 (meters)    2241.57  (feet)  COMP
 HX0955  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 HX0955
 HX0955  VERT ORDER  -  SECOND    CLASS 0
 HX0955
 HX0955.The horizontal coordinates were scaled from a topographic map and have
 HX0955.an estimated accuracy of +/- 6 seconds.
 HX0955
 HX0955.The orthometric height was determined by differential leveling
 HX0955.and adjusted by the National Geodetic Survey in June 1991..
 HX0955
 HX0955.The geoid height was determined by GEOID03.
 HX0955
 HX0955.The dynamic height is computed by dividing the NAVD 88
 HX0955.geopotential number by the normal gravity value computed on the
 HX0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0955.degrees latitude (g = 980.6199 gals.).
 HX0955
 HX0955.The modeled gravity was interpolated from observed gravity values.
 HX0955
 HX0955;                    North         East    Units  Estimated Accuracy
 HX0955;SPC WV S     -   112,520.      648,000.      MT  (+/- 180 meters Scaled)
 HX0955
 HX0955                          SUPERSEDED SURVEY CONTROL
 HX0955
 HX0955  NGVD 29 (??/??/92)  683.934  (m)         2243.87   (f) ADJ UNCH    2 0
 HX0955
 HX0955.Superseded values are not recommended for survey control.
 HX0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0955.See file dsdata.txt to determine how the superseded data were derived.
 HX0955
 HX0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC479073(NAD 83)
 HX0955_MARKER: DB = BENCH MARK DISK
 HX0955_SETTING: 66 = SET IN ROCK OUTCROP
 HX0955_SP_SET: ROCK CUT
 HX0955_STAMPING: F 232 1961
 HX0955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0955+STABILITY: POSITION/ELEVATION WELL
 HX0955
 HX0955  HISTORY     - Date     Condition        Report By
 HX0955  HISTORY     - 1961     MONUMENTED       CGS
 HX0955
 HX0955                          STATION DESCRIPTION
 HX0955
 HX0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0955'1.2 MI SW FROM FRIARS HILL.
 HX0955'1.15 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HX0955'OFFICE AT FRIARS HILL, 0.35 MILE WEST OF A 20 FOOT CONCRETE
 HX0955'BRIDGE OVER INDIAN CREEK, ON THE SOUTHEAST SLOPE OF A LONG
 HX0955'CROOKED HILL, AT THE OUTSIDE OF A SHARP CURVE, SET VERTICALLY IN
 HX0955'THE NORTH FACE OF A ROCK CUT THAT IS 30 YARDS LONG AND 8 FEET HIGH,
 HX0955'14 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 11 FEET EAST
 HX0955'OF THE WEST END OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE
 HX0955'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0956 ***********************************************************************
 GX0956  DESIGNATION -  F 233
 GX0956  PID         -  GX0956
 GX0956  STATE/COUNTY-  WV/GREENBRIER
 GX0956  USGS QUAD   -  CORNSTALK (1981)
 GX0956
 GX0956                         *CURRENT SURVEY CONTROL
 GX0956  ___________________________________________________________________
 GX0956* NAD 83(1986)-  37 56 23.     (N)    080 34 06.     (W)     SCALED    
 GX0956* NAVD 88     -       930.061  (meters)    3051.38   (feet)  ADJUSTED  
 GX0956  ___________________________________________________________________
 GX0956  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX0956  DYNAMIC HT  -         929.256 (meters)    3048.73  (feet)  COMP
 GX0956  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 GX0956
 GX0956  VERT ORDER  -  SECOND    CLASS 0
 GX0956
 GX0956.The horizontal coordinates were scaled from a topographic map and have
 GX0956.an estimated accuracy of +/- 6 seconds.
 GX0956
 GX0956.The orthometric height was determined by differential leveling
 GX0956.and adjusted by the National Geodetic Survey in June 1991..
 GX0956
 GX0956.The geoid height was determined by GEOID03.
 GX0956
 GX0956.The dynamic height is computed by dividing the NAVD 88
 GX0956.geopotential number by the normal gravity value computed on the
 GX0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0956.degrees latitude (g = 980.6199 gals.).
 GX0956
 GX0956.The modeled gravity was interpolated from observed gravity values.
 GX0956
 GX0956;                    North         East    Units  Estimated Accuracy
 GX0956;SPC WV S     -   104,390.      637,940.      MT  (+/- 180 meters Scaled)
 GX0956
 GX0956                          SUPERSEDED SURVEY CONTROL
 GX0956
 GX0956  NGVD 29 (??/??/92)  930.188  (m)         3051.79   (f) ADJ UNCH    2 0
 GX0956
 GX0956.Superseded values are not recommended for survey control.
 GX0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0956.See file dsdata.txt to determine how the superseded data were derived.
 GX0956
 GX0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB379992(NAD 83)
 GX0956_MARKER: DB = BENCH MARK DISK
 GX0956_SETTING: 66 = SET IN ROCK OUTCROP
 GX0956_SP_SET: ROCK
 GX0956_STAMPING: F 233 1961
 GX0956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0956+STABILITY: POSITION/ELEVATION WELL
 GX0956
 GX0956  HISTORY     - Date     Condition        Report By
 GX0956  HISTORY     - 1961     MONUMENTED       CGS
 GX0956
 GX0956                          STATION DESCRIPTION
 GX0956
 GX0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0956'3.4 MI SW FROM CORNSTALK.
 GX0956'ABOUT 3.35 MILES SOUTHWEST ALONG A GRADED ROAD FROM THE POST OFFICE
 GX0956'AT CORNSTALK, ON THE EAST SLOPE OF A MOUNTAIN, ON TOP OF A 6
 GX0956'FOOT HIGH CUT, SET VERTICALLY IN THE WEST FACE OF A ROCK THAT IS
 GX0956'ABOUT 75 FEET LONG AND 8 FEET HIGH, 42 FEET EAST OF THE CENTER
 GX0956'LINE OF THE ROAD, 4 1/2 FEET SOUTH OF THE NORTH END OF THE ROCK,
 GX0956'2 FEET ABOVE THE LEVEL OF THE GROUND AND 12 FEET ABOVE THE LEVEL
 GX0956'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1051 ***********************************************************************
 HX1051  DESIGNATION -  F 234
 HX1051  PID         -  HX1051
 HX1051  STATE/COUNTY-  WV/NICHOLAS
 HX1051  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1051
 HX1051                         *CURRENT SURVEY CONTROL
 HX1051  ___________________________________________________________________
 HX1051* NAD 83(1986)-  38 19 56.     (N)    080 43 46.     (W)     SCALED    
 HX1051* NAVD 88     -       649.823  (meters)    2131.96   (feet)  ADJUSTED  
 HX1051  ___________________________________________________________________
 HX1051  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 HX1051  DYNAMIC HT  -         649.321 (meters)    2130.31  (feet)  COMP
 HX1051  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 HX1051
 HX1051  VERT ORDER  -  SECOND    CLASS 0
 HX1051
 HX1051.The horizontal coordinates were scaled from a topographic map and have
 HX1051.an estimated accuracy of +/- 6 seconds.
 HX1051
 HX1051.The orthometric height was determined by differential leveling
 HX1051.and adjusted by the National Geodetic Survey in June 1991..
 HX1051
 HX1051.The geoid height was determined by GEOID03.
 HX1051
 HX1051.The dynamic height is computed by dividing the NAVD 88
 HX1051.geopotential number by the normal gravity value computed on the
 HX1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1051.degrees latitude (g = 980.6199 gals.).
 HX1051
 HX1051.The modeled gravity was interpolated from observed gravity values.
 HX1051
 HX1051;                    North         East    Units  Estimated Accuracy
 HX1051;SPC WV S     -   147,900.      623,650.      MT  (+/- 180 meters Scaled)
 HX1051
 HX1051                          SUPERSEDED SURVEY CONTROL
 HX1051
 HX1051  NGVD 29 (??/??/92)  649.972  (m)         2132.45   (f) ADJ UNCH    2 0
 HX1051
 HX1051.Superseded values are not recommended for survey control.
 HX1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1051.See file dsdata.txt to determine how the superseded data were derived.
 HX1051
 HX1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC236427(NAD 83)
 HX1051_MARKER: DB = BENCH MARK DISK
 HX1051_SETTING: 66 = SET IN ROCK OUTCROP
 HX1051_SP_SET: ROCK CUT
 HX1051_STAMPING: F 234 1961
 HX1051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1051+STABILITY: POSITION/ELEVATION WELL
 HX1051
 HX1051  HISTORY     - Date     Condition        Report By
 HX1051  HISTORY     - 1961     MONUMENTED       CGS
 HX1051
 HX1051                          STATION DESCRIPTION
 HX1051
 HX1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1051'1 MI W FROM CALVIN.
 HX1051'ABOUT 0.95 MILE WEST ALONG STATE HIGHWAY 41 FROM THE LITTLE
 HX1051'UNION BAPTIST CHURCH AT CALVIN, 0.45 MILE EAST OF THE JUNCTION
 HX1051'OF STATE HIGHWAY 43, ON THE WEST SLOPE OF A HILL, AT THE INSIDE
 HX1051'AND NEAR THE NORTHWEST END OF A CURVE, SET VERTICALLY IN THE
 HX1051'SOUTHWEST FACE OF A ROCK CUT THAT IS 0.2 MILE LONG AND 25
 HX1051'FEET HIGH, ABOUT 100 YARDS SOUTHEAST OF THE NORTHWEST END OF THE
 HX1051'ROCK, 27 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND
 HX1051'4 FEET ABOVE THE LEVEL OF THE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1836 ***********************************************************************
 HX1836  DESIGNATION -  F 235
 HX1836  PID         -  HX1836
 HX1836  STATE/COUNTY-  WV/NICHOLAS
 HX1836  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1836
 HX1836                         *CURRENT SURVEY CONTROL
 HX1836  ___________________________________________________________________
 HX1836* NAD 83(1986)-  38 14 06.     (N)    081 08 50.     (W)     SCALED    
 HX1836* NAVD 88     -       243.162  (meters)     797.77   (feet)  ADJUSTED  
 HX1836  ___________________________________________________________________
 HX1836  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HX1836  DYNAMIC HT  -         242.988 (meters)     797.20  (feet)  COMP
 HX1836  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 HX1836
 HX1836  VERT ORDER  -  SECOND    CLASS 0
 HX1836
 HX1836.The horizontal coordinates were scaled from a topographic map and have
 HX1836.an estimated accuracy of +/- 6 seconds.
 HX1836
 HX1836.The orthometric height was determined by differential leveling
 HX1836.and adjusted by the National Geodetic Survey in June 1991..
 HX1836
 HX1836.The geoid height was determined by GEOID03.
 HX1836
 HX1836.The dynamic height is computed by dividing the NAVD 88
 HX1836.geopotential number by the normal gravity value computed on the
 HX1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1836.degrees latitude (g = 980.6199 gals.).
 HX1836
 HX1836.The modeled gravity was interpolated from observed gravity values.
 HX1836
 HX1836;                    North         East    Units  Estimated Accuracy
 HX1836;SPC WV S     -   137,080.      587,110.      MT  (+/- 180 meters Scaled)
 HX1836
 HX1836                          SUPERSEDED SURVEY CONTROL
 HX1836
 HX1836  NGVD 29 (??/??/92)  243.348  (m)          798.38   (f) ADJ UNCH    2 0
 HX1836
 HX1836.Superseded values are not recommended for survey control.
 HX1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1836.See file dsdata.txt to determine how the superseded data were derived.
 HX1836
 HX1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC871319(NAD 83)
 HX1836_MARKER: DB = BENCH MARK DISK
 HX1836_SETTING: 66 = SET IN ROCK OUTCROP
 HX1836_SP_SET: ROCK CUT LEDGE
 HX1836_STAMPING: F 235 1961
 HX1836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1836+STABILITY: POSITION/ELEVATION WELL
 HX1836
 HX1836  HISTORY     - Date     Condition        Report By
 HX1836  HISTORY     - 1961     MONUMENTED       CGS
 HX1836
 HX1836                          STATION DESCRIPTION
 HX1836
 HX1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1836'1.5 MI SW FROM SWISS.
 HX1836'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE
 HX1836'MISSIONARY BAPTIST CHURCH AT SWISS, 0.7 MILE NORTHEAST OF THE
 HX1836'JUNCTION OF A BLACK TOP ROAD LEADING SOUTH TO BEECH GLEN, SET
 HX1836'VERTICALLY IN THE SOUTH FACE OF THE SECOND LEDGE IN THE SOUTHEAST
 HX1836'FACE OF A JAGGED ROCK CUT, 18 FEET NORTHWEST OF THE CENTER LINE OF
 HX1836'THE HIGHWAY, 15 FEET SOUTHWEST OF THE NORTHEAST END OF THE CUT, 7
 HX1836'FEET WEST OF THE EAST END OF THE LEDGE AND 4 FEET ABOVE THE LEVEL
 HX1836'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1364 ***********************************************************************
 HX1364  DESIGNATION -  F 236
 HX1364  PID         -  HX1364
 HX1364  STATE/COUNTY-  WV/NICHOLAS
 HX1364  USGS QUAD   -  MOUNT NEBO (1976)
 HX1364
 HX1364                         *CURRENT SURVEY CONTROL
 HX1364  ___________________________________________________________________
 HX1364* NAD 83(1986)-  38 09 56.     (N)    080 48 27.     (W)     SCALED    
 HX1364* NAVD 88     -       739.150  (meters)    2425.03   (feet)  ADJUSTED  
 HX1364  ___________________________________________________________________
 HX1364  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HX1364  DYNAMIC HT  -         738.571 (meters)    2423.13  (feet)  COMP
 HX1364  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 HX1364
 HX1364  VERT ORDER  -  SECOND    CLASS 0
 HX1364
 HX1364.The horizontal coordinates were scaled from a topographic map and have
 HX1364.an estimated accuracy of +/- 6 seconds.
 HX1364
 HX1364.The orthometric height was determined by differential leveling
 HX1364.and adjusted by the National Geodetic Survey in June 1991..
 HX1364
 HX1364.The geoid height was determined by GEOID03.
 HX1364
 HX1364.The dynamic height is computed by dividing the NAVD 88
 HX1364.geopotential number by the normal gravity value computed on the
 HX1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1364.degrees latitude (g = 980.6199 gals.).
 HX1364
 HX1364.The modeled gravity was interpolated from observed gravity values.
 HX1364
 HX1364;                    North         East    Units  Estimated Accuracy
 HX1364;SPC WV S     -   129,380.      616,870.      MT  (+/- 180 meters Scaled)
 HX1364
 HX1364                          SUPERSEDED SURVEY CONTROL
 HX1364
 HX1364  NGVD 29 (??/??/92)  739.310  (m)         2425.55   (f) ADJ UNCH    2 0
 HX1364
 HX1364.Superseded values are not recommended for survey control.
 HX1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1364.See file dsdata.txt to determine how the superseded data were derived.
 HX1364
 HX1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC168242(NAD 83)
 HX1364_MARKER: DB = BENCH MARK DISK
 HX1364_SETTING: 80 = SET IN A BOULDER
 HX1364_SP_SET: BOULDER
 HX1364_STAMPING: F 236 1962
 HX1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1364+STABILITY: SURFACE MOTION
 HX1364
 HX1364  HISTORY     - Date     Condition        Report By
 HX1364  HISTORY     - 1962     MONUMENTED       CGS
 HX1364
 HX1364                          STATION DESCRIPTION
 HX1364
 HX1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1364'3.9 MI SE FROM MT NEBO.
 HX1364'ABOUT 1.3 MILES EAST ALONG A BLACK TOP ROAD, FROM THE FOWLER
 HX1364'KNOB BAPTIST CHURCH, THENCE ABOUT 1.6 MILES SOUTHEAST ALONG A
 HX1364'ROUGH GRADED ROAD, THENCE 1 MILE SOUTH ALONG A GRADED ROAD, ALSO
 HX1364'FROM THE POST OFFICE AT LEIVASY, ALONG STATE HIGHWAY 20 SOUTH
 HX1364'FOR 0.3 MILES THENCE ABOUT 9.2 MILES WEST ALONG A BLACK TOP
 HX1364'ROAD, ABOUT 68 YARDS NORTH OF THE -T- JUNCTION WITH A BLACK
 HX1364'TOP ROAD, SET VERTICALLY ON THE EAST FACE OF A BOULDER ABOUT
 HX1364'5 FEET LONG PROJECTING 1 1/2 FEET SLOPING BACK INTO A 12 FOOT
 HX1364'HIGH CUT, NEAR CENTER OF TWO SHALEY ROCK PORTIONS OF THE CUT,
 HX1364'18 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 1/2
 HX1364'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1401 ***********************************************************************
 HX1401  DESIGNATION -  F 237
 HX1401  PID         -  HX1401
 HX1401  STATE/COUNTY-  WV/GREENBRIER
 HX1401  USGS QUAD   -  CORLISS (1976)
 HX1401
 HX1401                         *CURRENT SURVEY CONTROL
 HX1401  ___________________________________________________________________
 HX1401* NAD 83(1986)-  38 05 03.     (N)    080 49 04.     (W)     SCALED    
 HX1401* NAVD 88     -       880.324  (meters)    2888.20   (feet)  ADJUSTED  
 HX1401  ___________________________________________________________________
 HX1401  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HX1401  DYNAMIC HT  -         879.624 (meters)    2885.90  (feet)  COMP
 HX1401  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 HX1401
 HX1401  VERT ORDER  -  SECOND    CLASS 0
 HX1401
 HX1401.The horizontal coordinates were scaled from a topographic map and have
 HX1401.an estimated accuracy of +/- 6 seconds.
 HX1401
 HX1401.The orthometric height was determined by differential leveling
 HX1401.and adjusted by the National Geodetic Survey in June 1991..
 HX1401
 HX1401.The geoid height was determined by GEOID03.
 HX1401
 HX1401.The dynamic height is computed by dividing the NAVD 88
 HX1401.geopotential number by the normal gravity value computed on the
 HX1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1401.degrees latitude (g = 980.6199 gals.).
 HX1401
 HX1401.The modeled gravity was interpolated from observed gravity values.
 HX1401
 HX1401;                    North         East    Units  Estimated Accuracy
 HX1401;SPC WV S     -   120,350.      615,990.      MT  (+/- 180 meters Scaled)
 HX1401
 HX1401                          SUPERSEDED SURVEY CONTROL
 HX1401
 HX1401  NGVD 29 (??/??/92)  880.489  (m)         2888.74   (f) ADJ UNCH    2 0
 HX1401
 HX1401.Superseded values are not recommended for survey control.
 HX1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1401.See file dsdata.txt to determine how the superseded data were derived.
 HX1401
 HX1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC159151(NAD 83)
 HX1401_MARKER: DB = BENCH MARK DISK
 HX1401_SETTING: 66 = SET IN ROCK OUTCROP
 HX1401_SP_SET: ROCK CUT
 HX1401_STAMPING: F 237 1962
 HX1401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1401+STABILITY: POSITION/ELEVATION WELL
 HX1401
 HX1401  HISTORY     - Date     Condition        Report By
 HX1401  HISTORY     - 1962     MONUMENTED       CGS
 HX1401
 HX1401                          STATION DESCRIPTION
 HX1401
 HX1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1401'6.1 MI NE FROM RUSSELLVILLE.
 HX1401'ABOUT 6.1 MILES NORTHEAST ALONG A BLACK TOP ROAD AND A GRADED
 HX1401'ROAD FROM THE POST OFFICE AT RUSSELLVILLE, ABOUT 0.45 MILE
 HX1401'NORTHEAST OF THE JUNCTION OF A GRADED ROAD SOUTHEAST, ON THE
 HX1401'INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 HX1401'SOUTHEAST, SET ON TOP OF A LEDGE ABOUT 2 FEET LONG BY 0.7 FOOT
 HX1401'WIDE WHICH IS ON THE WEST FACE OF A ROCK THAT IS 15-FOOT LONG BY
 HX1401'3 1/2 FEET HIGH AND IS A PART OF A 8-FOOT CUT, 16 1/2 FEET
 HX1401'EAST OF THE CENTER LINE OF THE ROAD, 6 FEET NORTH OF THE SOUTH
 HX1401'END OF THE ROCK PORTION OF THE CUT, AND ABOUT 2 1/2 FEET ABOVE
 HX1401'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1385 ***********************************************************************
 HX1385  DESIGNATION -  F 238
 HX1385  PID         -  HX1385
 HX1385  STATE/COUNTY-  WV/GREENBRIER
 HX1385  USGS QUAD   -  RICHWOOD (1995)
 HX1385
 HX1385                         *CURRENT SURVEY CONTROL
 HX1385  ___________________________________________________________________
 HX1385* NAD 83(1986)-  38 08 49.     (N)    080 31 30.     (W)     SCALED    
 HX1385* NAVD 88     -      1115.451  (meters)    3659.61   (feet)  ADJUSTED  
 HX1385  ___________________________________________________________________
 HX1385  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HX1385  DYNAMIC HT  -        1114.522 (meters)    3656.56  (feet)  COMP
 HX1385  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 HX1385
 HX1385  VERT ORDER  -  SECOND    CLASS 0
 HX1385
 HX1385.The horizontal coordinates were scaled from a topographic map and have
 HX1385.an estimated accuracy of +/- 6 seconds.
 HX1385
 HX1385.The orthometric height was determined by differential leveling
 HX1385.and adjusted by the National Geodetic Survey in June 1991..
 HX1385
 HX1385.The geoid height was determined by GEOID03.
 HX1385
 HX1385.The dynamic height is computed by dividing the NAVD 88
 HX1385.geopotential number by the normal gravity value computed on the
 HX1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1385.degrees latitude (g = 980.6199 gals.).
 HX1385
 HX1385.The modeled gravity was interpolated from observed gravity values.
 HX1385
 HX1385;                    North         East    Units  Estimated Accuracy
 HX1385;SPC WV S     -   127,400.      641,630.      MT  (+/- 180 meters Scaled)
 HX1385
 HX1385                          SUPERSEDED SURVEY CONTROL
 HX1385
 HX1385  NGVD 29 (??/??/92) 1115.587  (m)         3660.05   (f) ADJ UNCH    2 0
 HX1385
 HX1385.Superseded values are not recommended for survey control.
 HX1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1385.See file dsdata.txt to determine how the superseded data were derived.
 HX1385
 HX1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC416222(NAD 83)
 HX1385_MARKER: DB = BENCH MARK DISK
 HX1385_SETTING: 80 = SET IN A BOULDER
 HX1385_SP_SET: BOULDER
 HX1385_STAMPING: F 238 1962
 HX1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1385+STABILITY: SURFACE MOTION
 HX1385
 HX1385  HISTORY     - Date     Condition        Report By
 HX1385  HISTORY     - 1962     MONUMENTED       CGS
 HX1385
 HX1385                          STATION DESCRIPTION
 HX1385
 HX1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1385'7.1 MI S FROM RICHWOOD.
 HX1385'ABOUT 6.2 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION
 HX1385'OF RIVERSIDE DRIVE, THENCE ABOUT 0.9 MILES WEST ALONG A GRADED
 HX1385'ROAD, ON THE NORTHEAST SLOPE OF A SHORT STEEP HILL, ON THE INSIDE
 HX1385'OF A SHORT CURVE WITH TANGENTS EXTENDING EAST AND SOUTHWEST, AT
 HX1385'THE NORTHEAST END OF A SLAG DUMP OF A LONG STRIP MINE, SET ON
 HX1385'TOP NEAR CENTER OF A OUTCROPPING BOULDER ABOUT 7 BY 3 1/2 FEET
 HX1385'WIDE, 12 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND
 HX1385'ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1200 ***********************************************************************
 HX1200  DESIGNATION -  F 239
 HX1200  PID         -  HX1200
 HX1200  STATE/COUNTY-  WV/NICHOLAS
 HX1200  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1200
 HX1200                         *CURRENT SURVEY CONTROL
 HX1200  ___________________________________________________________________
 HX1200* NAD 83(1986)-  38 15 48.     (N)    080 31 08.     (W)     SCALED    
 HX1200* NAVD 88     -       896.834  (meters)    2942.36   (feet)  ADJUSTED  
 HX1200  ___________________________________________________________________
 HX1200  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX1200  DYNAMIC HT  -         896.127 (meters)    2940.04  (feet)  COMP
 HX1200  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 HX1200
 HX1200  VERT ORDER  -  SECOND    CLASS 0
 HX1200
 HX1200.The horizontal coordinates were scaled from a topographic map and have
 HX1200.an estimated accuracy of +/- 6 seconds.
 HX1200
 HX1200.The orthometric height was determined by differential leveling
 HX1200.and adjusted by the National Geodetic Survey in June 1991..
 HX1200
 HX1200.The geoid height was determined by GEOID03.
 HX1200
 HX1200.The dynamic height is computed by dividing the NAVD 88
 HX1200.geopotential number by the normal gravity value computed on the
 HX1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1200.degrees latitude (g = 980.6199 gals.).
 HX1200
 HX1200.The modeled gravity was interpolated from observed gravity values.
 HX1200
 HX1200;                    North         East    Units  Estimated Accuracy
 HX1200;SPC WV S     -   140,330.      642,100.      MT  (+/- 180 meters Scaled)
 HX1200
 HX1200                          SUPERSEDED SURVEY CONTROL
 HX1200
 HX1200  NGVD 29 (??/??/92)  896.983  (m)         2942.85   (f) ADJ UNCH    2 0
 HX1200
 HX1200.Superseded values are not recommended for survey control.
 HX1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1200.See file dsdata.txt to determine how the superseded data were derived.
 HX1200
 HX1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC420351(NAD 83)
 HX1200_MARKER: DB = BENCH MARK DISK
 HX1200_SETTING: 80 = SET IN A BOULDER
 HX1200_SP_SET: BOULDER
 HX1200_STAMPING: F 239 1962
 HX1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1200+STABILITY: SURFACE MOTION
 HX1200
 HX1200  HISTORY     - Date     Condition        Report By
 HX1200  HISTORY     - 1962     MONUMENTED       CGS
 HX1200
 HX1200                          STATION DESCRIPTION
 HX1200
 HX1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1200'3.4 MI N FROM RICHWOOD.
 HX1200'ABOUT 0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1200'OFFICE AT RICHWOOD, THENCE 2.4 MILES NORTH ALONG COUNTY ROAD 76,
 HX1200'THENCE ABOUT 0.1 MILES NORTH ALONG FOREST SERVICE ROAD 76, SET
 HX1200'VERTICALLY IN THE EAST FACE OF A BOULDER ABOUT 18 FEET LONG-BY-3
 HX1200'FEET HIGH AND PART OF A HIGH BANK, 14 1/2 FEET WEST OF CENTER
 HX1200'LINE OF THE ROAD, NEAR CENTER OF THE ROCK, 1 FOOT ABOVE THE LEVEL
 HX1200'OF THE GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0840 ***********************************************************************
 JW0840  DESIGNATION -  F 24
 JW0840  PID         -  JW0840
 JW0840  STATE/COUNTY-  WV/PRESTON
 JW0840  USGS QUAD   -  ROWLESBURG (1995)
 JW0840
 JW0840                         *CURRENT SURVEY CONTROL
 JW0840  ___________________________________________________________________
 JW0840* NAD 83(1986)-  39 21 39.     (N)    079 41 28.     (W)     SCALED    
 JW0840* NAVD 88     -       421.596  (meters)    1383.19   (feet)  ADJUSTED  
 JW0840  ___________________________________________________________________
 JW0840  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JW0840  DYNAMIC HT  -         421.327 (meters)    1382.30  (feet)  COMP
 JW0840  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 JW0840
 JW0840  VERT ORDER  -  SECOND    CLASS 0
 JW0840
 JW0840.The horizontal coordinates were scaled from a topographic map and have
 JW0840.an estimated accuracy of +/- 6 seconds.
 JW0840
 JW0840.The orthometric height was determined by differential leveling
 JW0840.and adjusted by the National Geodetic Survey in June 1991..
 JW0840
 JW0840.The geoid height was determined by GEOID03.
 JW0840
 JW0840.The dynamic height is computed by dividing the NAVD 88
 JW0840.geopotential number by the normal gravity value computed on the
 JW0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0840.degrees latitude (g = 980.6199 gals.).
 JW0840
 JW0840.The modeled gravity was interpolated from observed gravity values.
 JW0840
 JW0840;                    North         East    Units  Estimated Accuracy
 JW0840;SPC WV N     -    95,580.      583,530.      MT  (+/- 180 meters Scaled)
 JW0840
 JW0840                          SUPERSEDED SURVEY CONTROL
 JW0840
 JW0840  NGVD 29 (??/??/92)  421.797  (m)         1383.85   (f) ADJ UNCH    2 0
 JW0840
 JW0840.Superseded values are not recommended for survey control.
 JW0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0840.See file dsdata.txt to determine how the superseded data were derived.
 JW0840
 JW0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD127576(NAD 83)
 JW0840_MARKER: DB = BENCH MARK DISK
 JW0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0840_STAMPING: F 23 1935
 JW0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0840+STABILITY: SURFACE MOTION
 JW0840
 JW0840  HISTORY     - Date     Condition        Report By
 JW0840  HISTORY     - 1935     MONUMENTED       CGS
 JW0840  HISTORY     - 1957     POOR             NGS
 JW0840
 JW0840                          STATION DESCRIPTION
 JW0840
 JW0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JW0840'AT MANHEIM.
 JW0840'AT MANHEIM, PRESTON COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JW0840'45 FEET NORTH AND 10 FEET EAST OF THE NORTHEAST CORNER OF THE
 JW0840'STATION, ABOUT 100 FEET EAST OF THE EAST SIDE OF THE POST OFFICE
 JW0840'AND 25 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD
 JW0840'DISK, ERRONEOUSLY STAMPED F 23 1935 AND SET IN THE TOP OF A
 JW0840'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0499 ***********************************************************************
 HX0499  DESIGNATION -  F 240
 HX0499  PID         -  HX0499
 HX0499  STATE/COUNTY-  WV/WEBSTER
 HX0499  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0499
 HX0499                         *CURRENT SURVEY CONTROL
 HX0499  ___________________________________________________________________
 HX0499* NAD 83(1986)-  38 23 59.     (N)    080 29 20.     (W)     SCALED    
 HX0499* NAVD 88     -       673.578  (meters)    2209.90   (feet)  ADJUSTED  
 HX0499  ___________________________________________________________________
 HX0499  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX0499  DYNAMIC HT  -         673.059 (meters)    2208.19  (feet)  COMP
 HX0499  MODELED GRAV-     979,834.8   (mgal)                       NAVD 88
 HX0499
 HX0499  VERT ORDER  -  SECOND    CLASS 0
 HX0499
 HX0499.The horizontal coordinates were scaled from a topographic map and have
 HX0499.an estimated accuracy of +/- 6 seconds.
 HX0499
 HX0499.The orthometric height was determined by differential leveling
 HX0499.and adjusted by the National Geodetic Survey in June 1991..
 HX0499
 HX0499.The geoid height was determined by GEOID03.
 HX0499
 HX0499.The dynamic height is computed by dividing the NAVD 88
 HX0499.geopotential number by the normal gravity value computed on the
 HX0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0499.degrees latitude (g = 980.6199 gals.).
 HX0499
 HX0499.The modeled gravity was interpolated from observed gravity values.
 HX0499
 HX0499;                    North         East    Units  Estimated Accuracy
 HX0499;SPC WV S     -   155,480.      644,640.      MT  (+/- 180 meters Scaled)
 HX0499
 HX0499                          SUPERSEDED SURVEY CONTROL
 HX0499
 HX0499  NGVD 29 (??/??/92)  673.729  (m)         2210.39   (f) ADJ UNCH    2 0
 HX0499
 HX0499.Superseded values are not recommended for survey control.
 HX0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0499.See file dsdata.txt to determine how the superseded data were derived.
 HX0499
 HX0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC446502(NAD 83)
 HX0499_MARKER: DB = BENCH MARK DISK
 HX0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0499_SP_SET: CULVERT
 HX0499_STAMPING: F 240 1962
 HX0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0499
 HX0499  HISTORY     - Date     Condition        Report By
 HX0499  HISTORY     - 1962     MONUMENTED       CGS
 HX0499
 HX0499                          STATION DESCRIPTION
 HX0499
 HX0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0499'4.3 MI E FROM COWEN.
 HX0499'4.3 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST BAPTIST
 HX0499'CHURCH AT COWEN, AT 4-H CAMP CAESER, 55 FEET EAST OF CENTER
 HX0499'LINE OF CENTER ONE OF THREE DRIVES LEADING NORTH TO CAMP, 19.5
 HX0499'FEET NORTH OF THE CENTER LINE OF HIGHWAY, 1.2 FEET WEST OF EAST
 HX0499'EDGE OF HEAD WALL, ABOUT 2 1/2 FEET BELOW LEVEL OF HIGHWAY, AND
 HX0499'SET ON TOP OF NORTH HEAD WALL OF 12 FOOT BOX CULVERT OVER SMALL
 HX0499'STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0834 ***********************************************************************
 HX0834  DESIGNATION -  F 241
 HX0834  PID         -  HX0834
 HX0834  STATE/COUNTY-  WV/WEBSTER
 HX0834  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0834
 HX0834                         *CURRENT SURVEY CONTROL
 HX0834  ___________________________________________________________________
 HX0834* NAD 83(1986)-  38 20 19.     (N)    080 28 45.     (W)     SCALED    
 HX0834* NAVD 88     -       894.328  (meters)    2934.14   (feet)  ADJUSTED  
 HX0834  ___________________________________________________________________
 HX0834  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HX0834  DYNAMIC HT  -         893.594 (meters)    2931.73  (feet)  COMP
 HX0834  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 HX0834
 HX0834  VERT ORDER  -  SECOND    CLASS 0
 HX0834
 HX0834.The horizontal coordinates were scaled from a topographic map and have
 HX0834.an estimated accuracy of +/- 6 seconds.
 HX0834
 HX0834.The orthometric height was determined by differential leveling
 HX0834.and adjusted by the National Geodetic Survey in June 1991..
 HX0834
 HX0834.The geoid height was determined by GEOID03.
 HX0834
 HX0834.The dynamic height is computed by dividing the NAVD 88
 HX0834.geopotential number by the normal gravity value computed on the
 HX0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0834.degrees latitude (g = 980.6199 gals.).
 HX0834
 HX0834.The modeled gravity was interpolated from observed gravity values.
 HX0834
 HX0834;                    North         East    Units  Estimated Accuracy
 HX0834;SPC WV S     -   148,700.      645,530.      MT  (+/- 180 meters Scaled)
 HX0834
 HX0834                          SUPERSEDED SURVEY CONTROL
 HX0834
 HX0834  NGVD 29 (??/??/92)  894.441  (m)         2934.51   (f) ADJ UNCH    2 0
 HX0834
 HX0834.Superseded values are not recommended for survey control.
 HX0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0834.See file dsdata.txt to determine how the superseded data were derived.
 HX0834
 HX0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC455435(NAD 83)
 HX0834_MARKER: DB = BENCH MARK DISK
 HX0834_SETTING: 66 = SET IN ROCK OUTCROP
 HX0834_SP_SET: ROCK CUT
 HX0834_STAMPING: F 241 1962
 HX0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0834+STABILITY: POSITION/ELEVATION WELL
 HX0834
 HX0834  HISTORY     - Date     Condition        Report By
 HX0834  HISTORY     - 1962     MONUMENTED       CGS
 HX0834
 HX0834                          STATION DESCRIPTION
 HX0834
 HX0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0834'4.3 MI SE FROM DYER.
 HX0834'4.3 MILES SW AND SE ALONG FOREST SERVICE ROAD 101 FROM THE
 HX0834'FOOTBRIDGE OVER WILLIAMS RIVER AT DYER, ABOUT 0.5 MILES SOUTHEAST
 HX0834'OF THE JUNCTION OF A SIDE ROAD EAST TO RED OAK FIRE TOWER, ON THE
 HX0834'INSIDE OF A SHARP CURVE WITH THE TANGENTS EXTENDING TO THE
 HX0834'NORTHEAST AND NORTHWEST, SET VERTICALLY IN THE SOUTH FACE OF A
 HX0834'ROCK THAT IS ABOUT 8 FEET LONG 2.5 FEET HIGH, PART OF A 10 FOOT
 HX0834'HIGH CUT, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4 FEET
 HX0834'EAST OF THE WEST END OF THE ROCK, AND 2 FEET ABOVE THE LEVEL
 HX0834'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0808 ***********************************************************************
 HX0808  DESIGNATION -  F 242
 HX0808  PID         -  HX0808
 HX0808  STATE/COUNTY-  WV/POCAHONTAS
 HX0808  USGS QUAD   -  LOBELIA (1995)
 HX0808
 HX0808                         *CURRENT SURVEY CONTROL
 HX0808  ___________________________________________________________________
 HX0808* NAD 83(1986)-  38 13 38.     (N)    080 17 36.     (W)     SCALED    
 HX0808* NAVD 88     -      1029.115  (meters)    3376.35   (feet)  ADJUSTED  
 HX0808  ___________________________________________________________________
 HX0808  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HX0808  DYNAMIC HT  -        1028.230 (meters)    3373.45  (feet)  COMP
 HX0808  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 HX0808
 HX0808  VERT ORDER  -  SECOND    CLASS 0
 HX0808
 HX0808.The horizontal coordinates were scaled from a topographic map and have
 HX0808.an estimated accuracy of +/- 6 seconds.
 HX0808
 HX0808.The orthometric height was determined by differential leveling
 HX0808.and adjusted by the National Geodetic Survey in June 1991..
 HX0808
 HX0808.The geoid height was determined by GEOID03.
 HX0808
 HX0808.The dynamic height is computed by dividing the NAVD 88
 HX0808.geopotential number by the normal gravity value computed on the
 HX0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0808.degrees latitude (g = 980.6199 gals.).
 HX0808
 HX0808.The modeled gravity was interpolated from observed gravity values.
 HX0808
 HX0808;                    North         East    Units  Estimated Accuracy
 HX0808;SPC WV S     -   136,440.      661,870.      MT  (+/- 180 meters Scaled)
 HX0808
 HX0808                          SUPERSEDED SURVEY CONTROL
 HX0808
 HX0808  NGVD 29 (??/??/92) 1029.177  (m)         3376.56   (f) ADJ UNCH    2 0
 HX0808
 HX0808.Superseded values are not recommended for survey control.
 HX0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0808.See file dsdata.txt to determine how the superseded data were derived.
 HX0808
 HX0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC618312(NAD 83)
 HX0808_MARKER: DB = BENCH MARK DISK
 HX0808_SETTING: 80 = SET IN A BOULDER
 HX0808_SP_SET: BOULDER
 HX0808_STAMPING: F 242 1962
 HX0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0808+STABILITY: SURFACE MOTION
 HX0808
 HX0808  HISTORY     - Date     Condition        Report By
 HX0808  HISTORY     - 1962     MONUMENTED       CGS
 HX0808
 HX0808                          STATION DESCRIPTION
 HX0808
 HX0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0808'10.8 MI NW FROM MILL POINT.
 HX0808'6.7 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX0808'U.S. HIGHWAY 219 AT MILL POINT, THENCE 4.1 MILES NORTHWEST
 HX0808'ALONG FOREST SERVICE ROAD 102, ABOUT 0.7 MILES SOUTHEAST OF A
 HX0808'55 FOOT BRIDGE OVER THE SOUTH FORK OF THE CRANBERRY RIVER, SET
 HX0808'IN THE TOP OF THE SOUTHEAST EDGE OF A ROCK THAT IS ABOUT 10 FEET
 HX0808'SQUARE, 4 FEET HIGH, 28 FEET SOUTHWEST OF THE CENTER LINE OF
 HX0808'THE ROAD, 2 FEET NORTHEAST OF THE SOUTH CORNER OF THE ROCK, 1
 HX0808'FOOT NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK, AND ABOUT
 HX0808'10 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0874 ***********************************************************************
 HX0874  DESIGNATION -  F 243
 HX0874  PID         -  HX0874
 HX0874  STATE/COUNTY-  WV/GREENBRIER
 HX0874  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0874
 HX0874                         *CURRENT SURVEY CONTROL
 HX0874  ___________________________________________________________________
 HX0874* NAD 83(1986)-  38 14 17.     (N)    080 26 57.     (W)     SCALED    
 HX0874* NAVD 88     -       834.948  (meters)    2739.33   (feet)  ADJUSTED  
 HX0874  ___________________________________________________________________
 HX0874  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HX0874  DYNAMIC HT  -         834.264 (meters)    2737.08  (feet)  COMP
 HX0874  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 HX0874
 HX0874  VERT ORDER  -  SECOND    CLASS 0
 HX0874
 HX0874.The horizontal coordinates were scaled from a topographic map and have
 HX0874.an estimated accuracy of +/- 6 seconds.
 HX0874
 HX0874.The orthometric height was determined by differential leveling
 HX0874.and adjusted by the National Geodetic Survey in June 1991..
 HX0874
 HX0874.The geoid height was determined by GEOID03.
 HX0874
 HX0874.The dynamic height is computed by dividing the NAVD 88
 HX0874.geopotential number by the normal gravity value computed on the
 HX0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0874.degrees latitude (g = 980.6199 gals.).
 HX0874
 HX0874.The modeled gravity was interpolated from observed gravity values.
 HX0874
 HX0874;                    North         East    Units  Estimated Accuracy
 HX0874;SPC WV S     -   137,550.      648,220.      MT  (+/- 180 meters Scaled)
 HX0874
 HX0874                          SUPERSEDED SURVEY CONTROL
 HX0874
 HX0874  NGVD 29 (??/??/92)  835.062  (m)         2739.70   (f) ADJ UNCH    2 0
 HX0874
 HX0874.Superseded values are not recommended for survey control.
 HX0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0874.See file dsdata.txt to determine how the superseded data were derived.
 HX0874
 HX0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC482323(NAD 83)
 HX0874_MARKER: DB = BENCH MARK DISK
 HX0874_SETTING: 66 = SET IN ROCK OUTCROP
 HX0874_SP_SET: ROCK CUT
 HX0874_STAMPING: F 243 1962
 HX0874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0874+STABILITY: POSITION/ELEVATION WELL
 HX0874
 HX0874  HISTORY     - Date     Condition        Report By
 HX0874  HISTORY     - 1962     MONUMENTED       CGS
 HX0874
 HX0874                          STATION DESCRIPTION
 HX0874
 HX0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0874'6.7 MI E FROM RICHWOOD.
 HX0874'6.7 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 HX0874'RICHWOOD, ABOUT 0.3 MILE SOUTHEAST OF COATS RUN, ON THE INSIDE
 HX0874'OF A CURVE WITH THE TANGENTS EXTENDING TO THE EAST AND NORTHWEST,
 HX0874'SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK THAT IS ABOUT
 HX0874'8-FOOT LONG BY 3-FOOT HIGH WHICH IS A PART OF A LARGE CUT, 18
 HX0874'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3 1/2 FEET
 HX0874'NORTHWEST OF THE SOUTHEAST END OF THE ROCK, ABOUT 0.5 FOOT ABOVE
 HX0874'THE GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0664 ***********************************************************************
 HX0664  DESIGNATION -  F 244
 HX0664  PID         -  HX0664
 HX0664  STATE/COUNTY-  WV/WEBSTER
 HX0664  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0664
 HX0664                         *CURRENT SURVEY CONTROL
 HX0664  ___________________________________________________________________
 HX0664* NAD 83(1986)-  38 25 31.     (N)    080 23 39.     (W)     SCALED    
 HX0664* NAVD 88     -       704.543  (meters)    2311.49   (feet)  ADJUSTED  
 HX0664  ___________________________________________________________________
 HX0664  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HX0664  DYNAMIC HT  -         703.997 (meters)    2309.70  (feet)  COMP
 HX0664  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 HX0664
 HX0664  VERT ORDER  -  SECOND    CLASS 0
 HX0664
 HX0664.The horizontal coordinates were scaled from a topographic map and have
 HX0664.an estimated accuracy of +/- 6 seconds.
 HX0664
 HX0664.The orthometric height was determined by differential leveling
 HX0664.and adjusted by the National Geodetic Survey in June 1991..
 HX0664
 HX0664.The geoid height was determined by GEOID03.
 HX0664
 HX0664.The dynamic height is computed by dividing the NAVD 88
 HX0664.geopotential number by the normal gravity value computed on the
 HX0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0664.degrees latitude (g = 980.6199 gals.).
 HX0664
 HX0664.The modeled gravity was interpolated from observed gravity values.
 HX0664
 HX0664;                    North         East    Units  Estimated Accuracy
 HX0664;SPC WV S     -   158,360.      652,900.      MT  (+/- 180 meters Scaled)
 HX0664
 HX0664                          SUPERSEDED SURVEY CONTROL
 HX0664
 HX0664  NGVD 29 (??/??/92)  704.685  (m)         2311.95   (f) ADJ UNCH    2 0
 HX0664
 HX0664.Superseded values are not recommended for survey control.
 HX0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0664.See file dsdata.txt to determine how the superseded data were derived.
 HX0664
 HX0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC528531(NAD 83)
 HX0664_MARKER: DB = BENCH MARK DISK
 HX0664_SETTING: 80 = SET IN A BOULDER
 HX0664_SP_SET: BOULDER
 HX0664_STAMPING: F 244 1962
 HX0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0664+STABILITY: SURFACE MOTION
 HX0664
 HX0664  HISTORY     - Date     Condition        Report By
 HX0664  HISTORY     - 1962     MONUMENTED       CGS
 HX0664
 HX0664                          STATION DESCRIPTION
 HX0664
 HX0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0664'3.9 MI SE FROM BOLAIR.
 HX0664'0.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0664'BOLAIR, THENCE ABOUT 3.7 MILES SOUTHEAST ALONG GAULEY RIVER ROAD,
 HX0664'ABOUT 0.5 MILE SOUTHEAST OF A SMALL CEMETERY, SET ON TOP OF THE
 HX0664'SOUTHEAST CORNER OF A ROCK THAT IS ABOUT 15-BY 8-BY 2 FOOT HIGH,
 HX0664'20.6 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.6 FEET
 HX0664'NORTHWEST OF THE SOUTHEAST CORNER OF THE ROCK, 1 FOOT WEST OF THE
 HX0664'EAST EDGE OF THE ROCK, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE
 HX0664'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB7507 ***********************************************************************
 AB7507  DESIGNATION -  F 245 RESET
 AB7507  PID         -  AB7507
 AB7507  STATE/COUNTY-  WV/POCAHONTAS
 AB7507  USGS QUAD   -  EDRAY (1995)
 AB7507
 AB7507                         *CURRENT SURVEY CONTROL
 AB7507  ___________________________________________________________________
 AB7507* NAD 83(1986)-  38 16 50.     (N)    080 06 08.     (W)     SCALED    
 AB7507* NAVD 88     -       837.48   (meters)    2747.6    (feet)  RESET     
 AB7507  ___________________________________________________________________
 AB7507  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 AB7507
 AB7507  VERT ORDER  -  THIRD
 AB7507
 AB7507.The horizontal coordinates were scaled from a topographic map and have
 AB7507.an estimated accuracy of +/- 6 seconds.
 AB7507
 AB7507.The orthometric height was computed from unverified reset data.
 AB7507
 AB7507.The geoid height was determined by GEOID03.
 AB7507
 AB7507;                    North         East    Units  Estimated Accuracy
 AB7507;SPC WV S     -   142,510.      678,550.      MT  (+/- 180 meters Scaled)
 AB7507
 AB7507                          SUPERSEDED SURVEY CONTROL
 AB7507
 AB7507.No superseded survey control is available for this station.
 AB7507
 AB7507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC785373(NAD 83)
 AB7507_MARKER: DD = SURVEY DISK
 AB7507_SETTING: 66 = SET IN ROCK OUTCROP
 AB7507_STAMPING: F 245 RESET 1996
 AB7507_MARK LOGO: USGS  
 AB7507_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB7507+STABILITY: POSITION/ELEVATION WELL
 AB7507
 AB7507  HISTORY     - Date     Condition        Report By
 AB7507  HISTORY     - 1996     MONUMENTED       WVHD
 AB7507
 AB7507                          STATION DESCRIPTION
 AB7507
 AB7507'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1996 (JDL)
 AB7507'4.4 MILES (7.1 KM) NORTH FROM MARLINTON, 1.6 MILES (2.6 KM) SOUTH OF
 AB7507'HIGHWAY 219, 22.5 FEET (6.9 M) SOUTHWEST OF THE CENTERLINE OF THE
 AB7507'HIGHWAY, 145 FEET (44.2 M) NORTHWEST OF THE SOUTHEAST END OF THE ROCK
 AB7507'CUT, 2 FEET (0.6 M) ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2 FEET
 AB7507'(0.6 M) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0756 ***********************************************************************
 HX0756  DESIGNATION -  F 246 RESET 1963
 HX0756  PID         -  HX0756
 HX0756  STATE/COUNTY-  WV/WEBSTER
 HX0756  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0756
 HX0756                         *CURRENT SURVEY CONTROL
 HX0756  ___________________________________________________________________
 HX0756* NAD 83(1986)-  38 20 27.     (N)    080 23 17.     (W)     SCALED    
 HX0756* NAVD 88     -       730.42   (+/-2cm)    2396.4    (feet)  VERTCON   
 HX0756  ___________________________________________________________________
 HX0756  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HX0756
 HX0756  VERT ORDER  -  THIRD (See Below)
 HX0756
 HX0756.The horizontal coordinates were scaled from a topographic map and have
 HX0756.an estimated accuracy of +/- 6 seconds.
 HX0756
 HX0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX0756.The vertical order pertains to the NGVD 29 superseded value.
 HX0756
 HX0756.The geoid height was determined by GEOID03.
 HX0756
 HX0756;                    North         East    Units  Estimated Accuracy
 HX0756;SPC WV S     -   148,990.      653,500.      MT  (+/- 180 meters Scaled)
 HX0756
 HX0756                          SUPERSEDED SURVEY CONTROL
 HX0756
 HX0756  NGVD 29 (09/25/03)  730.55   (m)         2396.8    (f) RESET       3  
 HX0756
 HX0756.Superseded values are not recommended for survey control.
 HX0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0756.See file dsdata.txt to determine how the superseded data were derived.
 HX0756
 HX0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC534438(NAD 83)
 HX0756_MARKER: DB = BENCH MARK DISK
 HX0756_SETTING: 66 = SET IN ROCK OUTCROP
 HX0756_SP_SET: ROCK MASS
 HX0756_STAMPING: F 246 RESET 1963
 HX0756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0756+STABILITY: POSITION/ELEVATION WELL
 HX0756
 HX0756  HISTORY     - Date     Condition        Report By
 HX0756  HISTORY     - 1963     MONUMENTED       USFS
 HX0756
 HX0756                          STATION DESCRIPTION
 HX0756
 HX0756'DESCRIBED BY US FOREST SERVICE 1963
 HX0756'5.6 MI SE FROM DYER.
 HX0756'5.6 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD (BLACK TOP AND
 HX0756'GRADED) FROM THE METHODIST CHURCH AT DYER, ABOUT 1.1 MILES WEST,
 HX0756'OF WEST END OF BRIDGE, OVER WILLIAMS RIVER THAT CROSSES ABOUT
 HX0756'0.5 MILE NORTH OF THE THREE FORKS OF WILLIAMS RIVER, ABOUT 0.3
 HX0756'MILE SOUTHEAST OF LOCKED GATE, AND SET VERTICALLY IN THE WEST
 HX0756'FACE OF A LARGE SOLID ROCK ABOUT 10 FEET LONG, 5 FEET WIDE, 39
 HX0756'FEET EAST OF THE CENTERLINE OF ROAD, 2 FEET ABOVE LEVEL OF
 HX0756'GROUND AND ABOUT 10 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0782 ***********************************************************************
 HX0782  DESIGNATION -  F 247
 HX0782  PID         -  HX0782
 HX0782  STATE/COUNTY-  WV/POCAHONTAS
 HX0782  USGS QUAD   -  WOODROW (1995)
 HX0782
 HX0782                         *CURRENT SURVEY CONTROL
 HX0782  ___________________________________________________________________
 HX0782* NAD 83(1986)-  38 18 31.     (N)    080 12 38.     (W)     SCALED    
 HX0782* NAVD 88     -      1029.185  (meters)    3376.58   (feet)  ADJUSTED  
 HX0782  ___________________________________________________________________
 HX0782  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0782  DYNAMIC HT  -        1028.327 (meters)    3373.77  (feet)  COMP
 HX0782  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 HX0782
 HX0782  VERT ORDER  -  SECOND    CLASS 0
 HX0782
 HX0782.The horizontal coordinates were scaled from a topographic map and have
 HX0782.an estimated accuracy of +/- 6 seconds.
 HX0782
 HX0782.The orthometric height was determined by differential leveling
 HX0782.and adjusted by the National Geodetic Survey in June 1991..
 HX0782
 HX0782.The geoid height was determined by GEOID03.
 HX0782
 HX0782.The dynamic height is computed by dividing the NAVD 88
 HX0782.geopotential number by the normal gravity value computed on the
 HX0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0782.degrees latitude (g = 980.6199 gals.).
 HX0782
 HX0782.The modeled gravity was interpolated from observed gravity values.
 HX0782
 HX0782;                    North         East    Units  Estimated Accuracy
 HX0782;SPC WV S     -   145,540.      669,040.      MT  (+/- 180 meters Scaled)
 HX0782
 HX0782                          SUPERSEDED SURVEY CONTROL
 HX0782
 HX0782  NGVD 29 (??/??/92) 1029.258  (m)         3376.82   (f) ADJ UNCH    2 0
 HX0782
 HX0782.Superseded values are not recommended for survey control.
 HX0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0782.See file dsdata.txt to determine how the superseded data were derived.
 HX0782
 HX0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC690403(NAD 83)
 HX0782_MARKER: DB = BENCH MARK DISK
 HX0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0782_STAMPING: F 247 1962
 HX0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0782+STABILITY: SURFACE MOTION
 HX0782
 HX0782  HISTORY     - Date     Condition        Report By
 HX0782  HISTORY     - 1962     MONUMENTED       CGS
 HX0782
 HX0782                          STATION DESCRIPTION
 HX0782
 HX0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0782'5.2 MI NW FROM WOODROW.
 HX0782'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0782'GRADE SCHOOL, THENCE 3.8 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0782'ROAD 76, ABOUT 1.5 MILES NORTHWEST OF THE WEST END OF CONCRETE
 HX0782'BRIDGE OVER WILLIAMS RIVER AT THE ENTRANCE TO THE MONONGAHELA
 HX0782'NATIONAL FOREST, AT THE JUNCTION OF U.S. FORESTRY ROAD 86 LEADING
 HX0782'NORTH, 31 FEET WEST OF THE CENTER LINE OF THE ROAD 86, 38 FEET
 HX0782'EAST OF THE CENTER LINE OF ROAD 76, 123 FEET NORTH OF THE CENTER
 HX0782'OF THE JUNCTION, 51 FEET NORTH OF A FORESTRY DIRECTIONAL SIGN,
 HX0782'188 FEET SOUTH OF THE CENTER LINE OF A IRON GATE ACROSS ROAD 76,
 HX0782'1.6 FEET EAST OF A STEEL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 HX0782'LEVEL OF THE ROAD 86, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX0782'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0605 ***********************************************************************
 HX0605  DESIGNATION -  F 248
 HX0605  PID         -  HX0605
 HX0605  STATE/COUNTY-  WV/POCAHONTAS
 HX0605  USGS QUAD   -  MARLINTON (1995)
 HX0605
 HX0605                         *CURRENT SURVEY CONTROL
 HX0605  ___________________________________________________________________
 HX0605* NAD 83(1986)-  38 14 22.     (N)    080 04 23.     (W)     SCALED    
 HX0605* NAVD 88     -       758.769  (meters)    2489.39   (feet)  ADJUSTED  
 HX0605  ___________________________________________________________________
 HX0605  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX0605  DYNAMIC HT  -         758.156 (meters)    2487.38  (feet)  COMP
 HX0605  MODELED GRAV-     979,795.6   (mgal)                       NAVD 88
 HX0605
 HX0605  VERT ORDER  -  SECOND    CLASS 0
 HX0605
 HX0605.The horizontal coordinates were scaled from a topographic map and have
 HX0605.an estimated accuracy of +/- 6 seconds.
 HX0605
 HX0605.The orthometric height was determined by differential leveling
 HX0605.and adjusted by the National Geodetic Survey in June 1991..
 HX0605
 HX0605.The geoid height was determined by GEOID03.
 HX0605
 HX0605.The dynamic height is computed by dividing the NAVD 88
 HX0605.geopotential number by the normal gravity value computed on the
 HX0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0605.degrees latitude (g = 980.6199 gals.).
 HX0605
 HX0605.The modeled gravity was interpolated from observed gravity values.
 HX0605
 HX0605;                    North         East    Units  Estimated Accuracy
 HX0605;SPC WV S     -   137,970.      681,140.      MT  (+/- 180 meters Scaled)
 HX0605
 HX0605                          SUPERSEDED SURVEY CONTROL
 HX0605
 HX0605  NGVD 29 (??/??/92)  758.846  (m)         2489.65   (f) ADJ UNCH    2 0
 HX0605
 HX0605.Superseded values are not recommended for survey control.
 HX0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0605.See file dsdata.txt to determine how the superseded data were derived.
 HX0605
 HX0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC811327(NAD 83)
 HX0605_MARKER: DB = BENCH MARK DISK
 HX0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0605_STAMPING: F 248 1962
 HX0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0605+STABILITY: SURFACE MOTION
 HX0605
 HX0605  HISTORY     - Date     Condition        Report By
 HX0605  HISTORY     - 1962     MONUMENTED       CGS
 HX0605
 HX0605                          STATION DESCRIPTION
 HX0605
 HX0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0605'2.2 MI NE FROM MARLINTON.
 HX0605'0.95 MILE NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST END
 HX0605'OF STATE HIGHWAY 39 BRIDGE OVER GREENBRIER RIVER AT MARLINTON,
 HX0605'THENCE 1.0 MILE NORTHEAST ALONG A BLACK TOP ROAD, THENCE 0.2
 HX0605'MILE SOUTH THROUGH A LOCKED GATE ALONG A PRIVATE DRIVE LEADING TO
 HX0605'RALPH BURNS AIRPORT, 57.8 FEET EAST OF THE EAST CORNER OF THE
 HX0605'HANGAR, 10.5 FEET SOUTH OF THE CENTER LINE OF A WOODEN GATE THAT
 HX0605'JOINS A NORTHWEST AND SOUTHEAST FENCE LINE WITH A FENCE LINE
 HX0605'LEADING NORTH, 39 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT
 HX0605'SOUTHWEST OF THE FENCE LINE, 150 FEET SOUTHEAST OF BENCH MARK
 HX0605'E 248, 1.4 FEET WEST OF A STEEL WITNESS POST, AND SET IN THE TOP
 HX0605'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0573 ***********************************************************************
 HX0573  DESIGNATION -  F 249
 HX0573  PID         -  HX0573
 HX0573  STATE/COUNTY-  WV/GREENBRIER
 HX0573  USGS QUAD   -  DROOP (1995)
 HX0573
 HX0573                         *CURRENT SURVEY CONTROL
 HX0573  ___________________________________________________________________
 HX0573* NAD 83(1986)-  38 01 31.     (N)    080 15 46.     (W)     SCALED    
 HX0573* NAVD 88     -       593.301  (meters)    1946.52   (feet)  ADJUSTED  
 HX0573  ___________________________________________________________________
 HX0573  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HX0573  DYNAMIC HT  -         592.790 (meters)    1944.85  (feet)  COMP
 HX0573  MODELED GRAV-     979,751.3   (mgal)                       NAVD 88
 HX0573
 HX0573  VERT ORDER  -  SECOND    CLASS 0
 HX0573
 HX0573.The horizontal coordinates were scaled from a topographic map and have
 HX0573.an estimated accuracy of +/- 6 seconds.
 HX0573
 HX0573.The orthometric height was determined by differential leveling
 HX0573.and adjusted by the National Geodetic Survey in June 1991..
 HX0573
 HX0573.The geoid height was determined by GEOID03.
 HX0573
 HX0573.The dynamic height is computed by dividing the NAVD 88
 HX0573.geopotential number by the normal gravity value computed on the
 HX0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0573.degrees latitude (g = 980.6199 gals.).
 HX0573
 HX0573.The modeled gravity was interpolated from observed gravity values.
 HX0573
 HX0573;                    North         East    Units  Estimated Accuracy
 HX0573;SPC WV S     -   114,050.      664,730.      MT  (+/- 180 meters Scaled)
 HX0573
 HX0573                          SUPERSEDED SURVEY CONTROL
 HX0573
 HX0573  NGVD 29 (??/??/92)  593.406  (m)         1946.87   (f) ADJ UNCH    2 0
 HX0573
 HX0573.Superseded values are not recommended for survey control.
 HX0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0573.See file dsdata.txt to determine how the superseded data were derived.
 HX0573
 HX0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC647088(NAD 83)
 HX0573_MARKER: DB = BENCH MARK DISK
 HX0573_SETTING: 66 = SET IN ROCK OUTCROP
 HX0573_SP_SET: ROCK LEDGE
 HX0573_STAMPING: F 249 1962
 HX0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0573+STABILITY: POSITION/ELEVATION WELL
 HX0573
 HX0573  HISTORY     - Date     Condition        Report By
 HX0573  HISTORY     - 1962     MONUMENTED       CGS
 HX0573  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0573  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0573
 HX0573                          STATION DESCRIPTION
 HX0573
 HX0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0573'1.9 MI E FROM HORROCK.
 HX0573'1.9 MILES EAST ALONG CHESAPEAKE AND OHIO RAILWAY FROM THE GRADED
 HX0573'ROAD CROSSING AT HORROCK, ABOUT 0.65 MILES EAST OF THE EAST END
 HX0573'OF THE RAILWAY TUNNEL THROUGH A MOUNTAIN, ABOUT 0.35 MILES
 HX0573'NORTHWEST OF MILE-POST 32, SET VERTICALLY IN THE SOUTH FACE OF
 HX0573'A ROCK LEDGE ABOUT 50 FEET BY 5 FEET WIDE, 8 FEET EAST OF THE WEST
 HX0573'END OF THE ROCK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE RAIL.
 HX0573
 HX0573                          STATION RECOVERY (1983)
 HX0573
 HX0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0573'MARK NOT FOUND.
 HX0573
 HX0573                          STATION RECOVERY (1983)
 HX0573
 HX0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2708 ***********************************************************************
 HX2708  DESIGNATION -  F 25
 HX2708  PID         -  HX2708
 HX2708  STATE/COUNTY-  WV/JACKSON
 HX2708  USGS QUAD   -  SANDYVILLE (1988)
 HX2708
 HX2708                         *CURRENT SURVEY CONTROL
 HX2708  ___________________________________________________________________
 HX2708* NAD 83(1986)-  38 53 52.     (N)    081 37 41.     (W)     SCALED    
 HX2708* NAVD 88     -       182.754  (meters)     599.59   (feet)  ADJUSTED  
 HX2708  ___________________________________________________________________
 HX2708  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HX2708  DYNAMIC HT  -         182.636 (meters)     599.20  (feet)  COMP
 HX2708  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 HX2708
 HX2708  VERT ORDER  -  SECOND    CLASS 0
 HX2708
 HX2708.The horizontal coordinates were scaled from a topographic map and have
 HX2708.an estimated accuracy of +/- 6 seconds.
 HX2708
 HX2708.The orthometric height was determined by differential leveling
 HX2708.and adjusted by the National Geodetic Survey in June 1991..
 HX2708
 HX2708.The geoid height was determined by GEOID03.
 HX2708
 HX2708.The dynamic height is computed by dividing the NAVD 88
 HX2708.geopotential number by the normal gravity value computed on the
 HX2708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2708.degrees latitude (g = 980.6199 gals.).
 HX2708
 HX2708.The modeled gravity was interpolated from observed gravity values.
 HX2708
 HX2708;                    North         East    Units  Estimated Accuracy
 HX2708;SPC WV S     -   210,830.      545,520.      MT  (+/- 180 meters Scaled)
 HX2708
 HX2708                          SUPERSEDED SURVEY CONTROL
 HX2708
 HX2708  NGVD 29 (??/??/92)  182.923  (m)          600.14   (f) ADJ UNCH    2 0
 HX2708
 HX2708.Superseded values are not recommended for survey control.
 HX2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2708.See file dsdata.txt to determine how the superseded data were derived.
 HX2708
 HX2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD455056(NAD 83)
 HX2708_MARKER: DB = BENCH MARK DISK
 HX2708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2708_STAMPING: F 25 1935
 HX2708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2708+STABILITY: SURFACE MOTION
 HX2708
 HX2708  HISTORY     - Date     Condition        Report By
 HX2708  HISTORY     - 1935     MONUMENTED       CGS
 HX2708  HISTORY     - 1956     GOOD             NGS
 HX2708  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX2708
 HX2708                          STATION DESCRIPTION
 HX2708
 HX2708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2708'2.4 MI E FROM SANDYVILLE.
 HX2708'ABOUT 2.35 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2708'THE STATION AT SANDYVILLE, ABOUT 0.2 MILE WEST OF STATION SIGN
 HX2708'AT JONES CROSSING, AT A PRIVATE ROAD CROSSING, IN THE EDGE OF A
 HX2708'HAY FIELD, 24 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, 82 FEET
 HX2708'EAST-NORTHEAST OF TELEPHONE POLE NO. 10/27, 27 FEET SOUTH-SOUTHEAST
 HX2708'OF CENTER OF PRIVATE ROAD CROSSING, 6 FEET EAST OF CENTER LINE
 HX2708'OF FARM DRIVE, 9 FEET SOUTHEAST OF CENTER OF FARM GATE IN FENCE
 HX2708'LINE, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 HX2708'CONCRETE POST PROJECTING 1 INCH.
 HX2708
 HX2708                          STATION RECOVERY (1976)
 HX2708
 HX2708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0899 ***********************************************************************
 HX0899  DESIGNATION -  F 250
 HX0899  PID         -  HX0899
 HX0899  STATE/COUNTY-  WV/POCAHONTAS
 HX0899  USGS QUAD   -  DROOP (1995)
 HX0899
 HX0899                         *CURRENT SURVEY CONTROL
 HX0899  ___________________________________________________________________
 HX0899* NAD 83(1986)-  38 05 44.     (N)    080 19 01.     (W)     SCALED    
 HX0899* NAVD 88     -       854.737  (meters)    2804.25   (feet)  ADJUSTED  
 HX0899  ___________________________________________________________________
 HX0899  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX0899  DYNAMIC HT  -         854.013 (meters)    2801.87  (feet)  COMP
 HX0899  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 HX0899
 HX0899  VERT ORDER  -  SECOND    CLASS 0
 HX0899
 HX0899.The horizontal coordinates were scaled from a topographic map and have
 HX0899.an estimated accuracy of +/- 6 seconds.
 HX0899
 HX0899.The orthometric height was determined by differential leveling
 HX0899.and adjusted by the National Geodetic Survey in June 1991..
 HX0899
 HX0899.The geoid height was determined by GEOID03.
 HX0899
 HX0899.The dynamic height is computed by dividing the NAVD 88
 HX0899.geopotential number by the normal gravity value computed on the
 HX0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0899.degrees latitude (g = 980.6199 gals.).
 HX0899
 HX0899.The modeled gravity was interpolated from observed gravity values.
 HX0899
 HX0899;                    North         East    Units  Estimated Accuracy
 HX0899;SPC WV S     -   121,810.      659,910.      MT  (+/- 180 meters Scaled)
 HX0899
 HX0899                          SUPERSEDED SURVEY CONTROL
 HX0899
 HX0899  NGVD 29 (??/??/92)  854.822  (m)         2804.53   (f) ADJ UNCH    2 0
 HX0899
 HX0899.Superseded values are not recommended for survey control.
 HX0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0899.See file dsdata.txt to determine how the superseded data were derived.
 HX0899
 HX0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC598166(NAD 83)
 HX0899_MARKER: DB = BENCH MARK DISK
 HX0899_SETTING: 66 = SET IN ROCK OUTCROP
 HX0899_SP_SET: ROCK LEDGE
 HX0899_STAMPING: F 250 1962
 HX0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0899+STABILITY: POSITION/ELEVATION WELL
 HX0899
 HX0899  HISTORY     - Date     Condition        Report By
 HX0899  HISTORY     - 1962     MONUMENTED       CGS
 HX0899
 HX0899                          STATION DESCRIPTION
 HX0899
 HX0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0899'5.6 MI SW FROM LOBELIA.
 HX0899'4.15 MILES SOUTH ALONG BLACK TOP ROAD FROM THE JUNCTION OF A
 HX0899'GRADED ROAD AT LOBELIA, THENCE ABOUT 1.45 MILES SOUTHWEST BY
 HX0899'WEST ALONG BLACK TOP AND GRADED ROAD, ABOUT 0.8 MILES NORTHWEST
 HX0899'OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH TO FRIARS HOLE,
 HX0899'ABOUT 0.25 MILES NORTHWEST OF THE JUNCTION OF A PRIVATE DRIVE
 HX0899'AND TRAIL LEADING NORTHEAST, SET VERTICALLY ON THE SOUTH FACE
 HX0899'OF A ROCK LEDGE ABOUT 8 FEET LONG BY 1 FOOT WIDE, ABOUT 82
 HX0899'YARDS NORTHWEST OF THE CENTER LINE OF A TRAIL LEADING NORTH
 HX0899'THROUGH A WOODEN GATE, 17 FEET NORTHEAST OF THE CENTER LINE OF
 HX0899'THE ROAD, 6 FEET EAST OF THE WEST END OF THE ROCK LEDGE, AND
 HX0899'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0796 ***********************************************************************
 HX0796  DESIGNATION -  F 251
 HX0796  PID         -  HX0796
 HX0796  STATE/COUNTY-  WV/POCAHONTAS
 HX0796  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0796
 HX0796                         *CURRENT SURVEY CONTROL
 HX0796  ___________________________________________________________________
 HX0796* NAD 83(1986)-  38 15 50.     (N)    080 15 44.     (W)     SCALED    
 HX0796* NAVD 88     -      1189.267  (meters)    3901.79   (feet)  ADJUSTED  
 HX0796  ___________________________________________________________________
 HX0796  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HX0796  DYNAMIC HT  -        1188.270 (meters)    3898.52  (feet)  COMP
 HX0796  MODELED GRAV-     979,747.1   (mgal)                       NAVD 88
 HX0796
 HX0796  VERT ORDER  -  SECOND    CLASS 0
 HX0796
 HX0796.The horizontal coordinates were scaled from a topographic map and have
 HX0796.an estimated accuracy of +/- 6 seconds.
 HX0796
 HX0796.The orthometric height was determined by differential leveling
 HX0796.and adjusted by the National Geodetic Survey in June 1991..
 HX0796
 HX0796.The geoid height was determined by GEOID03.
 HX0796
 HX0796.The dynamic height is computed by dividing the NAVD 88
 HX0796.geopotential number by the normal gravity value computed on the
 HX0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0796.degrees latitude (g = 980.6199 gals.).
 HX0796
 HX0796.The modeled gravity was interpolated from observed gravity values.
 HX0796
 HX0796;                    North         East    Units  Estimated Accuracy
 HX0796;SPC WV S     -   140,530.      664,560.      MT  (+/- 180 meters Scaled)
 HX0796
 HX0796                          SUPERSEDED SURVEY CONTROL
 HX0796
 HX0796  NGVD 29 (??/??/92) 1189.351  (m)         3902.06   (f) ADJ UNCH    2 0
 HX0796
 HX0796.Superseded values are not recommended for survey control.
 HX0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0796.See file dsdata.txt to determine how the superseded data were derived.
 HX0796
 HX0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC645353(NAD 83)
 HX0796_MARKER: DB = BENCH MARK DISK
 HX0796_SETTING: 80 = SET IN A BOULDER
 HX0796_SP_SET: BOULDER
 HX0796_STAMPING: F 251 1962
 HX0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0796+STABILITY: SURFACE MOTION
 HX0796
 HX0796  HISTORY     - Date     Condition        Report By
 HX0796  HISTORY     - 1962     MONUMENTED       CGS
 HX0796
 HX0796                          STATION DESCRIPTION
 HX0796
 HX0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0796'14.3 MI SW FROM WOODROW.
 HX0796'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0796'GRADE SCHOOL, THENCE 12.95 MILES NORTHWEST AND SOUTHWEST ALONG
 HX0796'U.S. FORESTRY ROAD 76, 1.7 MILES SOUTHWEST OF THE INTERSECTION
 HX0796'OF THE BLACK MOUNTAIN TRAIL, ABOUT 0.25 MILE NORTHEAST OF A
 HX0796'SWITCH BACK CURVE WITH TANGENTS EXTENDING TO THE NORTHEAST AND
 HX0796'NORTHEAST, SET VERTICALLY IN THE NORTH END OF A LARGE BOULDER
 HX0796'ABOUT 20-BY 30-FOOT WIDE AND 10-FOOT HIGH WHICH HAS A SMALL
 HX0796'STREAM RUNNING UNDER THE WEST EDGE, 12 FEET SOUTH OF THE CENTER
 HX0796'LINE OF THE ROAD, 13 FEET EAST OF THE SOUTH END OF A 30-INCH PIPE
 HX0796'CULVERT UNDER THE ROAD, 2 1/2 FEET WEST OF THE EAST SIDE OF THE
 HX0796'ROCK, ABOUT 3 FEET ABOVE THE GROUND, AND ABOUT 1 1/2 FEET ABOVE
 HX0796'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0931 ***********************************************************************
 HX0931  DESIGNATION -  F 252
 HX0931  PID         -  HX0931
 HX0931  STATE/COUNTY-  WV/POCAHONTAS
 HX0931  USGS QUAD   -  DROOP (1995)
 HX0931
 HX0931                         *CURRENT SURVEY CONTROL
 HX0931  ___________________________________________________________________
 HX0931* NAD 83(1986)-  38 05 42.     (N)    080 17 25.     (W)     SCALED    
 HX0931* NAVD 88     -       760.826  (meters)    2496.14   (feet)  ADJUSTED  
 HX0931  ___________________________________________________________________
 HX0931  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX0931  DYNAMIC HT  -         760.182 (meters)    2494.03  (feet)  COMP
 HX0931  MODELED GRAV-     979,757.5   (mgal)                       NAVD 88
 HX0931
 HX0931  VERT ORDER  -  SECOND    CLASS 0
 HX0931
 HX0931.The horizontal coordinates were scaled from a topographic map and have
 HX0931.an estimated accuracy of +/- 6 seconds.
 HX0931
 HX0931.The orthometric height was determined by differential leveling
 HX0931.and adjusted by the National Geodetic Survey in June 1991..
 HX0931
 HX0931.The geoid height was determined by GEOID03.
 HX0931
 HX0931.The dynamic height is computed by dividing the NAVD 88
 HX0931.geopotential number by the normal gravity value computed on the
 HX0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0931.degrees latitude (g = 980.6199 gals.).
 HX0931
 HX0931.The modeled gravity was interpolated from observed gravity values.
 HX0931
 HX0931;                    North         East    Units  Estimated Accuracy
 HX0931;SPC WV S     -   121,770.      662,250.      MT  (+/- 180 meters Scaled)
 HX0931
 HX0931                          SUPERSEDED SURVEY CONTROL
 HX0931
 HX0931  NGVD 29 (??/??/92)  760.909  (m)         2496.42   (f) ADJ UNCH    2 0
 HX0931
 HX0931.Superseded values are not recommended for survey control.
 HX0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0931.See file dsdata.txt to determine how the superseded data were derived.
 HX0931
 HX0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC622165(NAD 83)
 HX0931_MARKER: DB = BENCH MARK DISK
 HX0931_SETTING: 66 = SET IN ROCK OUTCROP
 HX0931_SP_SET: ROCK LEDGE
 HX0931_STAMPING: F 252 1962
 HX0931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0931+STABILITY: POSITION/ELEVATION WELL
 HX0931
 HX0931  HISTORY     - Date     Condition        Report By
 HX0931  HISTORY     - 1962     MONUMENTED       CGS
 HX0931
 HX0931                          STATION DESCRIPTION
 HX0931
 HX0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0931'3.4 MI N FROM DROOP.
 HX0931'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 HX0931'AT DROOP, THENCE ABOUT 1.5 MILES WEST ALONG A BLACK TOP ROAD,
 HX0931'SET VERTICALLY IN THE SOUTHEAST FACE OF A LARGE ROCK LEDGE THAT
 HX0931'IS ABOUT 141-FOOT LONG AND 8-FOOT HIGH, 150 YARDS EAST OF A
 HX0931'TWO STORY WHITE HOUSE, 12 FEET NORTH OF THE CENTER LINE OF
 HX0931'THE ROAD, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0931'NOTE-- THIS BENCH MARK IS ABOUT 0.45 MILE SOUTHEAST OF J 250.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0653 ***********************************************************************
 HX0653  DESIGNATION -  F 253
 HX0653  PID         -  HX0653
 HX0653  STATE/COUNTY-  WV/POCAHONTAS
 HX0653  USGS QUAD   -  MINGO (1995)
 HX0653
 HX0653                         *CURRENT SURVEY CONTROL
 HX0653  ___________________________________________________________________
 HX0653* NAD 83(1986)-  38 22 48.     (N)    080 01 39.     (W)     SCALED    
 HX0653* NAVD 88     -       989.612  (meters)    3246.75   (feet)  ADJUSTED  
 HX0653  ___________________________________________________________________
 HX0653  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HX0653  DYNAMIC HT  -         988.792 (meters)    3244.06  (feet)  COMP
 HX0653  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 HX0653
 HX0653  VERT ORDER  -  SECOND    CLASS 0
 HX0653
 HX0653.The horizontal coordinates were scaled from a topographic map and have
 HX0653.an estimated accuracy of +/- 6 seconds.
 HX0653
 HX0653.The orthometric height was determined by differential leveling
 HX0653.and adjusted by the National Geodetic Survey in June 1991..
 HX0653
 HX0653.The geoid height was determined by GEOID03.
 HX0653
 HX0653.The dynamic height is computed by dividing the NAVD 88
 HX0653.geopotential number by the normal gravity value computed on the
 HX0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0653.degrees latitude (g = 980.6199 gals.).
 HX0653
 HX0653.The modeled gravity was interpolated from observed gravity values.
 HX0653
 HX0653;                    North         East    Units  Estimated Accuracy
 HX0653;SPC WV S     -   153,610.      684,970.      MT  (+/- 180 meters Scaled)
 HX0653
 HX0653                          SUPERSEDED SURVEY CONTROL
 HX0653
 HX0653  NGVD 29 (??/??/92)  989.664  (m)         3246.92   (f) ADJ UNCH    2 0
 HX0653
 HX0653.Superseded values are not recommended for survey control.
 HX0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0653.See file dsdata.txt to determine how the superseded data were derived.
 HX0653
 HX0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC849484(NAD 83)
 HX0653_MARKER: DB = BENCH MARK DISK
 HX0653_SETTING: 66 = SET IN ROCK OUTCROP
 HX0653_SP_SET: ROCK CUT
 HX0653_STAMPING: F 253 1962
 HX0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0653+STABILITY: POSITION/ELEVATION WELL
 HX0653
 HX0653  HISTORY     - Date     Condition        Report By
 HX0653  HISTORY     - 1962     MONUMENTED       CGS
 HX0653
 HX0653                          STATION DESCRIPTION
 HX0653
 HX0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0653'4 MI S FROM LINWOOD.
 HX0653'4.0 MILES SOUTHEAST AND SOUTH ALONG A GRAVEL ROAD FROM THE
 HX0653'JUNCTION OF U.S. HIGHWAY 219 AT LINWOOD, ABOUT 6.4 MILES WEST
 HX0653'AND NORTHWEST ALONG A BLACK TOP AND GRAVEL ROAD FROM THE POST
 HX0653'OFFICE AT CLOVER LICK, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HX0653'EXTENDING NORTHWEST AND SOUTHWEST, 9 FEET EAST OF CENTER LINE
 HX0653'OF ROAD, 73 FEET EAST OF NORTH END OF A PIPE CULVERT, ABOUT 1
 HX0653'FOOT ABOVE LEVEL OF ROAD, ABOUT 1/2 FOOT ABOVE GROUND, AND SET
 HX0653'VERTICALLY IN THE SOUTH FACE OF A 50 FOOT LONG-BY-4 FOOT HIGH
 HX0653'ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0067 ***********************************************************************
 HX0067  DESIGNATION -  F 254
 HX0067  PID         -  HX0067
 HX0067  STATE/COUNTY-  WV/RANDOLPH
 HX0067  USGS QUAD   -  ADOLPH (1995)
 HX0067
 HX0067                         *CURRENT SURVEY CONTROL
 HX0067  ___________________________________________________________________
 HX0067* NAD 83(1986)-  38 38 31.     (N)    080 00 22.     (W)     SCALED    
 HX0067* NAVD 88     -       647.053  (meters)    2122.87   (feet)  ADJUSTED  
 HX0067  ___________________________________________________________________
 HX0067  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HX0067  DYNAMIC HT  -         646.562 (meters)    2121.26  (feet)  COMP
 HX0067  MODELED GRAV-     979,848.1   (mgal)                       NAVD 88
 HX0067
 HX0067  VERT ORDER  -  FIRST     CLASS II
 HX0067
 HX0067.The horizontal coordinates were scaled from a topographic map and have
 HX0067.an estimated accuracy of +/- 6 seconds.
 HX0067
 HX0067.The orthometric height was determined by differential leveling
 HX0067.and adjusted by the National Geodetic Survey in June 1991..
 HX0067
 HX0067.The geoid height was determined by GEOID03.
 HX0067
 HX0067.The dynamic height is computed by dividing the NAVD 88
 HX0067.geopotential number by the normal gravity value computed on the
 HX0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0067.degrees latitude (g = 980.6199 gals.).
 HX0067
 HX0067.The modeled gravity was interpolated from observed gravity values.
 HX0067
 HX0067;                    North         East    Units  Estimated Accuracy
 HX0067;SPC WV S     -   182,710.      686,520.      MT  (+/- 180 meters Scaled)
 HX0067
 HX0067                          SUPERSEDED SURVEY CONTROL
 HX0067
 HX0067  NGVD 29 (??/??/92)  647.190  (m)         2123.32   (f) ADJ UNCH    1 2
 HX0067
 HX0067.Superseded values are not recommended for survey control.
 HX0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0067.See file dsdata.txt to determine how the superseded data were derived.
 HX0067
 HX0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC864775(NAD 83)
 HX0067_MARKER: DB = BENCH MARK DISK
 HX0067_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX0067_STAMPING: F 254 1962
 HX0067_MARK LOGO: CGS   
 HX0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0067+STABILITY: SURFACE MOTION
 HX0067
 HX0067  HISTORY     - Date     Condition        Report By
 HX0067  HISTORY     - 1962     MONUMENTED       CGS
 HX0067  HISTORY     - 1983     GOOD             NGS
 HX0067
 HX0067                          STATION DESCRIPTION
 HX0067
 HX0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0067'5.4 MI SW FROM HUTTONSVILLE.
 HX0067'ABOUT 5.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE
 HX0067'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, ABOUT 0.4
 HX0067'MILE NORTHEAST OF BELL CROUCH ROAD 56, 90 FEET SOUTHEAST OF
 HX0067'TEXACO SERVICE STATION AND STORE, 15 FEET WEST OF CENTER LINE
 HX0067'OF HIGHWAY, ABOUT LEVEL WITH HIGHWAY, AND SET ON TOP OF SOUTH
 HX0067'END OF WEST HEAD WALL OF A 12 FOOT CONCRETE BOX CULVERT OVER
 HX0067'GIBSON RUN.
 HX0067
 HX0067                          STATION RECOVERY (1983)
 HX0067
 HX0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0680 ***********************************************************************
 HX0680  DESIGNATION -  F 255
 HX0680  PID         -  HX0680
 HX0680  STATE/COUNTY-  WV/WEBSTER
 HX0680  USGS QUAD   -  SHARP KNOB (1995)
 HX0680
 HX0680                         *CURRENT SURVEY CONTROL
 HX0680  ___________________________________________________________________
 HX0680* NAD 83(1986)-  38 24 45.     (N)    080 14 23.     (W)     SCALED    
 HX0680* NAVD 88     -       893.811  (meters)    2932.44   (feet)  ADJUSTED  
 HX0680  ___________________________________________________________________
 HX0680  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HX0680  DYNAMIC HT  -         893.092 (meters)    2930.09  (feet)  COMP
 HX0680  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 HX0680
 HX0680  VERT ORDER  -  SECOND    CLASS 0
 HX0680
 HX0680.The horizontal coordinates were scaled from a topographic map and have
 HX0680.an estimated accuracy of +/- 6 seconds.
 HX0680
 HX0680.The orthometric height was determined by differential leveling
 HX0680.and adjusted by the National Geodetic Survey in June 1991..
 HX0680
 HX0680.The geoid height was determined by GEOID03.
 HX0680
 HX0680.The dynamic height is computed by dividing the NAVD 88
 HX0680.geopotential number by the normal gravity value computed on the
 HX0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0680.degrees latitude (g = 980.6199 gals.).
 HX0680
 HX0680.The modeled gravity was interpolated from observed gravity values.
 HX0680
 HX0680;                    North         East    Units  Estimated Accuracy
 HX0680;SPC WV S     -   157,050.      666,400.      MT  (+/- 180 meters Scaled)
 HX0680
 HX0680                          SUPERSEDED SURVEY CONTROL
 HX0680
 HX0680  NGVD 29 (??/??/92)  893.921  (m)         2932.81   (f) ADJ UNCH    2 0
 HX0680
 HX0680.Superseded values are not recommended for survey control.
 HX0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0680.See file dsdata.txt to determine how the superseded data were derived.
 HX0680
 HX0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC663518(NAD 83)
 HX0680_MARKER: DB = BENCH MARK DISK
 HX0680_SETTING: 66 = SET IN ROCK OUTCROP
 HX0680_SP_SET: ROCK BANK
 HX0680_STAMPING: F 255 1962
 HX0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0680+STABILITY: POSITION/ELEVATION WELL
 HX0680
 HX0680  HISTORY     - Date     Condition        Report By
 HX0680  HISTORY     - 1962     MONUMENTED       CGS
 HX0680  HISTORY     - 1974     MARK NOT FOUND   USGS
 HX0680
 HX0680                          STATION DESCRIPTION
 HX0680
 HX0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0680'15.9 MI SE FROM BOLAIR.
 HX0680'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0680'BOLAIR, THENCE ABOUT 15.7 MILES SOUTHEAST ALONG GAULEY RIVER
 HX0680'ROAD, ABOUT 0.95 MILE SOUTHEAST OF A 50-FOOT BRIDGE OVER THE
 HX0680'GAULEY RIVER, SET VERTICALLY IN THE WEST FACE OF A ROCK THAT IS
 HX0680'ABOUT 6-FOOT LONG AND 2 1/2-FOOT HIGH WHICH IS A PART OF A
 HX0680'15-FOOT HIGH BANK NORTHEAST OF THE ROAD, 15 FEET NORTHEAST OF THE
 HX0680'CENTER LINE OF THE ROAD, 0.5 FOOT BELOW THE TOP OF THE ROCK, AND
 HX0680'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0680
 HX0680                          STATION RECOVERY (1974)
 HX0680
 HX0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HX0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0533 ***********************************************************************
 HX0533  DESIGNATION -  F 256
 HX0533  PID         -  HX0533
 HX0533  STATE/COUNTY-  WV/WEBSTER
 HX0533  USGS QUAD   -  BERGOO (1995)
 HX0533
 HX0533                         *CURRENT SURVEY CONTROL
 HX0533  ___________________________________________________________________
 HX0533* NAD 83(1986)-  38 28 17.     (N)    080 22 19.     (W)     SCALED    
 HX0533* NAVD 88     -       571.370  (meters)    1874.57   (feet)  ADJUSTED  
 HX0533  ___________________________________________________________________
 HX0533  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX0533  DYNAMIC HT  -         570.938 (meters)    1873.15  (feet)  COMP
 HX0533  MODELED GRAV-     979,855.8   (mgal)                       NAVD 88
 HX0533
 HX0533  VERT ORDER  -  SECOND    CLASS 0
 HX0533
 HX0533.The horizontal coordinates were scaled from a topographic map and have
 HX0533.an estimated accuracy of +/- 6 seconds.
 HX0533
 HX0533.The orthometric height was determined by differential leveling
 HX0533.and adjusted by the National Geodetic Survey in June 1991..
 HX0533
 HX0533.The geoid height was determined by GEOID03.
 HX0533
 HX0533.The dynamic height is computed by dividing the NAVD 88
 HX0533.geopotential number by the normal gravity value computed on the
 HX0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0533.degrees latitude (g = 980.6199 gals.).
 HX0533
 HX0533.The modeled gravity was interpolated from observed gravity values.
 HX0533
 HX0533;                    North         East    Units  Estimated Accuracy
 HX0533;SPC WV S     -   163,500.      654,810.      MT  (+/- 180 meters Scaled)
 HX0533
 HX0533                          SUPERSEDED SURVEY CONTROL
 HX0533
 HX0533  NGVD 29 (??/??/92)  571.528  (m)         1875.09   (f) ADJ UNCH    2 0
 HX0533
 HX0533.Superseded values are not recommended for survey control.
 HX0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0533.See file dsdata.txt to determine how the superseded data were derived.
 HX0533
 HX0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC547583(NAD 83)
 HX0533_MARKER: DB = BENCH MARK DISK
 HX0533_SETTING: 80 = SET IN A BOULDER
 HX0533_SP_SET: BOULDER
 HX0533_STAMPING: F 256 1962
 HX0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0533+STABILITY: SURFACE MOTION
 HX0533
 HX0533  HISTORY     - Date     Condition        Report By
 HX0533  HISTORY     - 1962     MONUMENTED       CGS
 HX0533
 HX0533                          STATION DESCRIPTION
 HX0533
 HX0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0533'3.7 MI SE FROM WEBSTER SPRINGS.
 HX0533'3.7 MILES SOUTHEAST AND NORTHEAST ALONG STATE HIGHWAY 15 FROM
 HX0533'THE COURT HOUSE AT WEBSTER SPRINGS, ABOUT 0.35 MILE NORTHEAST
 HX0533'OF BLACK TOP ROAD LEADING EAST TO CURTIN, ABOUT 0.5 MILE
 HX0533'SOUTHWEST OF BLACK TOP ROAD LEADING NORTHEAST TO BERGOO, ON THE
 HX0533'INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING SOUTH AND
 HX0533'NORTHEAST, AT TWO SMALL FRAME HOUSE, 98 FEET SOUTHEAST OF
 HX0533'CENTER LINE OF HIGHWAY, ABOUT 20 FEET BELOW LEVEL OF HIGHWAY,
 HX0533'AND SET ON TOP OF NORTH CORNER OF A 60 FOOT LONG-BY-25 FOOT
 HX0533'WIDE-BY-8 FOOT HIGH AT NORTH CORNER BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0016 ***********************************************************************
 HX0016  DESIGNATION -  F 257
 HX0016  PID         -  HX0016
 HX0016  STATE/COUNTY-  WV/WEBSTER
 HX0016  USGS QUAD   -  SKELT (1982)
 HX0016
 HX0016                         *CURRENT SURVEY CONTROL
 HX0016  ___________________________________________________________________
 HX0016* NAD 83(1986)-  38 32 05.     (N)    080 16 05.     (W)     SCALED    
 HX0016* NAVD 88     -       973.352  (meters)    3193.41   (feet)  ADJUSTED  
 HX0016  ___________________________________________________________________
 HX0016  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HX0016  DYNAMIC HT  -         972.558 (meters)    3190.80  (feet)  COMP
 HX0016  MODELED GRAV-     979,777.8   (mgal)                       NAVD 88
 HX0016
 HX0016  VERT ORDER  -  SECOND    CLASS 0
 HX0016
 HX0016.The horizontal coordinates were scaled from a topographic map and have
 HX0016.an estimated accuracy of +/- 6 seconds.
 HX0016
 HX0016.The orthometric height was determined by differential leveling
 HX0016.and adjusted by the National Geodetic Survey in June 1991..
 HX0016
 HX0016.The geoid height was determined by GEOID03.
 HX0016
 HX0016.The dynamic height is computed by dividing the NAVD 88
 HX0016.geopotential number by the normal gravity value computed on the
 HX0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0016.degrees latitude (g = 980.6199 gals.).
 HX0016
 HX0016.The modeled gravity was interpolated from observed gravity values.
 HX0016
 HX0016;                    North         East    Units  Estimated Accuracy
 HX0016;SPC WV S     -   170,590.      663,820.      MT  (+/- 180 meters Scaled)
 HX0016
 HX0016                          SUPERSEDED SURVEY CONTROL
 HX0016
 HX0016  NGVD 29 (??/??/92)  973.458  (m)         3193.75   (f) ADJ UNCH    2 0
 HX0016
 HX0016.Superseded values are not recommended for survey control.
 HX0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0016.See file dsdata.txt to determine how the superseded data were derived.
 HX0016
 HX0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC637654(NAD 83)
 HX0016_MARKER: DB = BENCH MARK DISK
 HX0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0016_STAMPING: F 257 1962
 HX0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0016+STABILITY: SURFACE MOTION
 HX0016
 HX0016  HISTORY     - Date     Condition        Report By
 HX0016  HISTORY     - 1962     MONUMENTED       CGS
 HX0016
 HX0016                          STATION DESCRIPTION
 HX0016
 HX0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0016'2.5 MI W FROM WANETA.
 HX0016'ABOUT 2.5 MILES WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0016'AT WANETA, 108 FEET SOUTHEAST OF CENTER OF JUNCTION OF NARROW
 HX0016'DIRT ROAD LEADING NORTHWEST, 16 FEET NORTHEAST OF TELEPHONE POLE
 HX0016'214, 26 FEET SOUTH OF CENTER LINE OF HIGHWAY, 1.5 FEET NORTH OF
 HX0016'FENCE LINE, 1.9 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT
 HX0016'LEVEL WITH HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING
 HX0016'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0485 ***********************************************************************
 HX0485  DESIGNATION -  F 258
 HX0485  PID         -  HX0485
 HX0485  STATE/COUNTY-  WV/RANDOLPH
 HX0485  USGS QUAD   -  SAMP (1995)
 HX0485
 HX0485                         *CURRENT SURVEY CONTROL
 HX0485  ___________________________________________________________________
 HX0485* NAD 83(1986)-  38 32 21.     (N)    080 07 46.     (W)     SCALED    
 HX0485* NAVD 88     -       737.307  (meters)    2418.98   (feet)  ADJUSTED  
 HX0485  ___________________________________________________________________
 HX0485  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0485  DYNAMIC HT  -         736.688 (meters)    2416.95  (feet)  COMP
 HX0485  MODELED GRAV-     979,765.9   (mgal)                       NAVD 88
 HX0485
 HX0485  VERT ORDER  -  SECOND    CLASS 0
 HX0485
 HX0485.The horizontal coordinates were scaled from a topographic map and have
 HX0485.an estimated accuracy of +/- 6 seconds.
 HX0485
 HX0485.The orthometric height was determined by differential leveling
 HX0485.and adjusted by the National Geodetic Survey in June 1991..
 HX0485
 HX0485.The geoid height was determined by GEOID03.
 HX0485
 HX0485.The dynamic height is computed by dividing the NAVD 88
 HX0485.geopotential number by the normal gravity value computed on the
 HX0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0485.degrees latitude (g = 980.6199 gals.).
 HX0485
 HX0485.The modeled gravity was interpolated from observed gravity values.
 HX0485
 HX0485;                    North         East    Units  Estimated Accuracy
 HX0485;SPC WV S     -   171,190.      675,900.      MT  (+/- 180 meters Scaled)
 HX0485
 HX0485                          SUPERSEDED SURVEY CONTROL
 HX0485
 HX0485  NGVD 29 (??/??/92)  737.379  (m)         2419.22   (f) ADJ UNCH    2 0
 HX0485
 HX0485.Superseded values are not recommended for survey control.
 HX0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0485.See file dsdata.txt to determine how the superseded data were derived.
 HX0485
 HX0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC758659(NAD 83)
 HX0485_MARKER: DB = BENCH MARK DISK
 HX0485_SETTING: 66 = SET IN ROCK OUTCROP
 HX0485_SP_SET: ROCK CUT
 HX0485_STAMPING: F 258 1962
 HX0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0485+STABILITY: POSITION/ELEVATION WELL
 HX0485
 HX0485  HISTORY     - Date     Condition        Report By
 HX0485  HISTORY     - 1962     MONUMENTED       CGS
 HX0485
 HX0485                          STATION DESCRIPTION
 HX0485
 HX0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0485'4.4 MI S FROM MONTERVILLE.
 HX0485'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 15 FROM THE MONTERVILLE
 HX0485'SCHOOL, THENCE 3.1 MILES SOUTHWEST ALONG THE VALLEY FORK ROAD,
 HX0485'0.2 MILE SOUTHEAST OF A CONCRETE BRIDGE OVER VALLEY FORK CREEK,
 HX0485'SET VERTICALLY IN THE SOUTHWEST FACE OF A LARGE ROCK CUT, 31
 HX0485'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 346 FEET NORTHWEST
 HX0485'OF THE NORTH CORNER OF A CONCRETE BRIDGE OVER REDLICK RUN, 5
 HX0485'FEET ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HX0485'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0188 ***********************************************************************
 HX0188  DESIGNATION -  F 259
 HX0188  PID         -  HX0188
 HX0188  STATE/COUNTY-  WV/WEBSTER
 HX0188  USGS QUAD   -  DIANA (1982)
 HX0188
 HX0188                         *CURRENT SURVEY CONTROL
 HX0188  ___________________________________________________________________
 HX0188* NAD 83(1986)-  38 36 15.     (N)    080 23 17.     (W)     SCALED    
 HX0188* NAVD 88     -       672.158  (meters)    2205.24   (feet)  ADJUSTED  
 HX0188  ___________________________________________________________________
 HX0188  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HX0188  DYNAMIC HT  -         671.671 (meters)    2203.64  (feet)  COMP
 HX0188  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 HX0188
 HX0188  VERT ORDER  -  SECOND    CLASS 0
 HX0188
 HX0188.The horizontal coordinates were scaled from a topographic map and have
 HX0188.an estimated accuracy of +/- 6 seconds.
 HX0188
 HX0188.The orthometric height was determined by differential leveling
 HX0188.and adjusted by the National Geodetic Survey in June 1991..
 HX0188
 HX0188.The geoid height was determined by GEOID03.
 HX0188
 HX0188.The dynamic height is computed by dividing the NAVD 88
 HX0188.geopotential number by the normal gravity value computed on the
 HX0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0188.degrees latitude (g = 980.6199 gals.).
 HX0188
 HX0188.The modeled gravity was interpolated from observed gravity values.
 HX0188
 HX0188;                    North         East    Units  Estimated Accuracy
 HX0188;SPC WV S     -   178,220.      653,300.      MT  (+/- 180 meters Scaled)
 HX0188
 HX0188                          SUPERSEDED SURVEY CONTROL
 HX0188
 HX0188  NGVD 29 (??/??/92)  672.325  (m)         2205.79   (f) ADJ UNCH    2 0
 HX0188
 HX0188.Superseded values are not recommended for survey control.
 HX0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0188.See file dsdata.txt to determine how the superseded data were derived.
 HX0188
 HX0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC532730(NAD 83)
 HX0188_MARKER: DB = BENCH MARK DISK
 HX0188_SETTING: 66 = SET IN ROCK OUTCROP
 HX0188_SP_SET: ROCK LEDGE
 HX0188_STAMPING: F 259 1962
 HX0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0188+STABILITY: POSITION/ELEVATION WELL
 HX0188
 HX0188  HISTORY     - Date     Condition        Report By
 HX0188  HISTORY     - 1962     MONUMENTED       CGS
 HX0188
 HX0188                          STATION DESCRIPTION
 HX0188
 HX0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0188'3.4 MI S FROM HACKER VALLEY.
 HX0188'ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX0188'OFFICE AT HACKER VALLEY, ON THE INSIDE AT THE SOUTH END OF A
 HX0188'CURVE WITH TANGENTS EXTENDING NORTHEAST AND WEST, SET VERTICALLY
 HX0188'IN THE EAST FACE OF A LARGE ROCK LEDGE, 17 1/2 FEET WEST OF THE
 HX0188'CENTER LINE OF THE HIGHWAY, 46 FEET SOUTHWEST OF THE NORTH END
 HX0188'OF THE ROCK LEDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HX0188'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1013 ***********************************************************************
 JX1013  DESIGNATION -  F 26
 JX1013  PID         -  JX1013
 JX1013  STATE/COUNTY-  WV/RITCHIE
 JX1013  USGS QUAD   -  HARRISVILLE (1975)
 JX1013
 JX1013                         *CURRENT SURVEY CONTROL
 JX1013  ___________________________________________________________________
 JX1013* NAD 83(1986)-  39 13 29.     (N)    081 01 56.     (W)     SCALED    
 JX1013* NAVD 88     -       220.792  (meters)     724.38   (feet)  ADJUSTED  
 JX1013  ___________________________________________________________________
 JX1013  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JX1013  DYNAMIC HT  -         220.654 (meters)     723.93  (feet)  COMP
 JX1013  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 JX1013
 JX1013  VERT ORDER  -  SECOND    CLASS 0
 JX1013
 JX1013.The horizontal coordinates were scaled from a topographic map and have
 JX1013.an estimated accuracy of +/- 6 seconds.
 JX1013
 JX1013.The orthometric height was determined by differential leveling
 JX1013.and adjusted by the National Geodetic Survey in June 1991..
 JX1013
 JX1013.The geoid height was determined by GEOID03.
 JX1013
 JX1013.The dynamic height is computed by dividing the NAVD 88
 JX1013.geopotential number by the normal gravity value computed on the
 JX1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1013.degrees latitude (g = 980.6199 gals.).
 JX1013
 JX1013.The modeled gravity was interpolated from observed gravity values.
 JX1013
 JX1013;                    North         East    Units  Estimated Accuracy
 JX1013;SPC WV N     -    81,590.      467,700.      MT  (+/- 180 meters Scaled)
 JX1013
 JX1013                          SUPERSEDED SURVEY CONTROL
 JX1013
 JX1013  NGVD 29 (??/??/92)  220.964  (m)          724.95   (f) ADJ UNCH    2 0
 JX1013
 JX1013.Superseded values are not recommended for survey control.
 JX1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1013.See file dsdata.txt to determine how the superseded data were derived.
 JX1013
 JX1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD972417(NAD 83)
 JX1013_MARKER: DB = BENCH MARK DISK
 JX1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1013_SP_SET: BRIDGE
 JX1013_STAMPING: F 26 1935
 JX1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1013
 JX1013  HISTORY     - Date     Condition        Report By
 JX1013  HISTORY     - 1935     MONUMENTED       CGS
 JX1013  HISTORY     - 1975     POOR             LOCSUR
 JX1013
 JX1013                          STATION DESCRIPTION
 JX1013
 JX1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX1013'1.8 MI N FROM HARRISVILLE.
 JX1013'1.8 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 JX1013'AT HARRISVILLE, RITCHIE COUNTY, 75 FEET SOUTH OF THE JUNCTION
 JX1013'OF THE HANNAHDALE ROAD, AT A BRIDGE OVER THE NORTH FORK OF
 JX1013'HUGHES RIVER, AND IN THE TOP OF THE NORTHWEST WING WALL.  A
 JX1013'STANDARD DISK, STAMPED F 26 1935.
 JX1013
 JX1013                          STATION RECOVERY (1975)
 JX1013
 JX1013'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 JX1013'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1014 ***********************************************************************
 JX1014  DESIGNATION -  F 26 RESET 1975
 JX1014  PID         -  JX1014
 JX1014  STATE/COUNTY-  WV/RITCHIE
 JX1014  USGS QUAD   -  HARRISVILLE (1975)
 JX1014
 JX1014                         *CURRENT SURVEY CONTROL
 JX1014  ___________________________________________________________________
 JX1014* NAD 83(1986)-  39 13 29.     (N)    081 01 56.     (W)     SCALED    
 JX1014* NAVD 88     -       229.11   (+/-2cm)     751.7    (feet)  VERTCON   
 JX1014  ___________________________________________________________________
 JX1014  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JX1014
 JX1014  VERT ORDER  -  THIRD (See Below)
 JX1014
 JX1014.The horizontal coordinates were scaled from a topographic map and have
 JX1014.an estimated accuracy of +/- 6 seconds.
 JX1014
 JX1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1014.The vertical order pertains to the NGVD 29 superseded value.
 JX1014
 JX1014.The geoid height was determined by GEOID03.
 JX1014
 JX1014;                    North         East    Units  Estimated Accuracy
 JX1014;SPC WV N     -    81,590.      467,700.      MT  (+/- 180 meters Scaled)
 JX1014
 JX1014                          SUPERSEDED SURVEY CONTROL
 JX1014
 JX1014  NGVD 29 (09/25/03)  229.28   (m)          752.2    (f) RESET       3  
 JX1014
 JX1014.Superseded values are not recommended for survey control.
 JX1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1014.See file dsdata.txt to determine how the superseded data were derived.
 JX1014
 JX1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD972417(NAD 83)
 JX1014_MARKER: DD = SURVEY DISK
 JX1014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1014_SP_SET: BRIDGE
 JX1014_STAMPING: F 26 RESET 1975
 JX1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1014
 JX1014  HISTORY     - Date     Condition        Report By
 JX1014  HISTORY     - 1975     MONUMENTED       VA-085
 JX1014
 JX1014                          STATION DESCRIPTION
 JX1014
 JX1014'DESCRIBED BY HANOVER COUNTY VIRGINIA 1975
 JX1014'1.8 MI N FROM HARRISVILLE.
 JX1014'1.8 MILES NORTH ALONG STATE HIGHWAY 16 FROM COUNTY COURTHOUSE
 JX1014'AT HARRISVILLE, RICTHIE COUNTY, AT A BRIDGE OVER THE NORTH
 JX1014'FORK OF HUGHES RIVER AND THE HANNADALE ROAD.  SET IN THE
 JX1014'TOP OF THE NORTHEAST GUARD RAIL WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0272 ***********************************************************************
 HX0272  DESIGNATION -  F 261
 HX0272  PID         -  HX0272
 HX0272  STATE/COUNTY-  WV/WEBSTER
 HX0272  USGS QUAD   -  SKELT (1982)
 HX0272
 HX0272                         *CURRENT SURVEY CONTROL
 HX0272  ___________________________________________________________________
 HX0272* NAD 83(1986)-  38 33 25.     (N)    080 19 43.     (W)     SCALED    
 HX0272* NAVD 88     -       704.484  (meters)    2311.29   (feet)  ADJUSTED  
 HX0272  ___________________________________________________________________
 HX0272  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HX0272  DYNAMIC HT  -         703.919 (meters)    2309.44  (feet)  COMP
 HX0272  MODELED GRAV-     979,803.7   (mgal)                       NAVD 88
 HX0272
 HX0272  VERT ORDER  -  SECOND    CLASS 0
 HX0272
 HX0272.The horizontal coordinates were scaled from a topographic map and have
 HX0272.an estimated accuracy of +/- 6 seconds.
 HX0272
 HX0272.The orthometric height was determined by differential leveling
 HX0272.and adjusted by the National Geodetic Survey in June 1991..
 HX0272
 HX0272.The geoid height was determined by GEOID03.
 HX0272
 HX0272.The dynamic height is computed by dividing the NAVD 88
 HX0272.geopotential number by the normal gravity value computed on the
 HX0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0272.degrees latitude (g = 980.6199 gals.).
 HX0272
 HX0272.The modeled gravity was interpolated from observed gravity values.
 HX0272
 HX0272;                    North         East    Units  Estimated Accuracy
 HX0272;SPC WV S     -   173,020.      658,520.      MT  (+/- 180 meters Scaled)
 HX0272
 HX0272                          SUPERSEDED SURVEY CONTROL
 HX0272
 HX0272  NGVD 29 (??/??/92)  704.596  (m)         2311.66   (f) ADJ UNCH    2 0
 HX0272
 HX0272.Superseded values are not recommended for survey control.
 HX0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0272.See file dsdata.txt to determine how the superseded data were derived.
 HX0272
 HX0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC584678(NAD 83)
 HX0272_MARKER: DB = BENCH MARK DISK
 HX0272_SETTING: 66 = SET IN ROCK OUTCROP
 HX0272_SP_SET: ROCK CUT
 HX0272_STAMPING: F 261 1962
 HX0272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0272+STABILITY: POSITION/ELEVATION WELL
 HX0272
 HX0272  HISTORY     - Date     Condition        Report By
 HX0272  HISTORY     - 1962     MONUMENTED       CGS
 HX0272
 HX0272                          STATION DESCRIPTION
 HX0272
 HX0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0272'7.6 MI E FROM DIANA.
 HX0272'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0272'AT DIANA, THENCE ABOUT 5.35 MILES EAST ALONG A GRAVEL ROAD THAT
 HX0272'LEADS EAST AND THEN NORTHEAST TO PICKENS, ON THE INSIDE OF A CURVE
 HX0272'WITH TANGENTS EXTENDING NORTHEAST AND NORTHWEST, SET VERTICALLY
 HX0272'IN THE SOUTH FACE OF A ROCK THAT IS IN A CUT, 17 FEET NORTH OF
 HX0272'THE CENTER LINE OF THE ROAD, 29 FEET EAST OF THE WEST END OF THE
 HX0272'ROCK CUT, 31 1/2 FEET NORTH OF AND ACROSS THE ROAD FROM A POWER
 HX0272'POLE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0306 ***********************************************************************
 HX0306  DESIGNATION -  F 262
 HX0306  PID         -  HX0306
 HX0306  STATE/COUNTY-  WV/WEBSTER
 HX0306  USGS QUAD   -  GOSHEN (1987)
 HX0306
 HX0306                         *CURRENT SURVEY CONTROL
 HX0306  ___________________________________________________________________
 HX0306* NAD 83(1986)-  38 41 07.     (N)    080 20 29.     (W)     SCALED    
 HX0306* NAVD 88     -       710.740  (meters)    2331.82   (feet)  ADJUSTED  
 HX0306  ___________________________________________________________________
 HX0306  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HX0306  DYNAMIC HT  -         710.230 (meters)    2330.15  (feet)  COMP
 HX0306  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 HX0306
 HX0306  VERT ORDER  -  SECOND    CLASS 0
 HX0306
 HX0306.The horizontal coordinates were scaled from a topographic map and have
 HX0306.an estimated accuracy of +/- 6 seconds.
 HX0306
 HX0306.The orthometric height was determined by differential leveling
 HX0306.and adjusted by the National Geodetic Survey in June 1991..
 HX0306
 HX0306.The geoid height was determined by GEOID03.
 HX0306
 HX0306.The dynamic height is computed by dividing the NAVD 88
 HX0306.geopotential number by the normal gravity value computed on the
 HX0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0306.degrees latitude (g = 980.6199 gals.).
 HX0306
 HX0306.The modeled gravity was interpolated from observed gravity values.
 HX0306
 HX0306;                    North         East    Units  Estimated Accuracy
 HX0306;SPC WV S     -   187,260.      657,300.      MT  (+/- 180 meters Scaled)
 HX0306
 HX0306                          SUPERSEDED SURVEY CONTROL
 HX0306
 HX0306  NGVD 29 (??/??/92)  710.911  (m)         2332.38   (f) ADJ UNCH    2 0
 HX0306
 HX0306.Superseded values are not recommended for survey control.
 HX0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0306.See file dsdata.txt to determine how the superseded data were derived.
 HX0306
 HX0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC572820(NAD 83)
 HX0306_MARKER: DB = BENCH MARK DISK
 HX0306_SETTING: 80 = SET IN A BOULDER
 HX0306_SP_SET: BOULDER
 HX0306_STAMPING: F 262 1962
 HX0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0306+STABILITY: SURFACE MOTION
 HX0306
 HX0306  HISTORY     - Date     Condition        Report By
 HX0306  HISTORY     - 1962     MONUMENTED       CGS
 HX0306
 HX0306                          STATION DESCRIPTION
 HX0306
 HX0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0306'5 MI NE FROM HACKER VALLEY.
 HX0306'ABOUT 3.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0306'OFFICE AT HACKER VALLEY, THENCE ABOUT 1.8 MILES EAST ALONG COUNTY
 HX0306'ROAD 20/4, THENCE 0.2 MILE EAST ALONG COUNTY ROAD 2, SET ON TOP
 HX0306'OF A LARGE BOULDER THAT IS ABOUT 10-BY 24-FOOT LONG AND 8 FOOT
 HX0306'HIGH, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH
 HX0306'OF THE SOUTH EDGE OF THE BOULDER, AND ABOUT 4 FEET ABOVE THE
 HX0306'LEVEL OF THE ROAD.  NOTE-- ABOUT 0.3 MILE WEST OF A POINT WHERE
 HX0306'A POWER LINE CROSSES THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0237 ***********************************************************************
 HX0237  DESIGNATION -  F 263
 HX0237  PID         -  HX0237
 HX0237  STATE/COUNTY-  WV/WEBSTER
 HX0237  USGS QUAD   -  HACKER VALLEY (1967)
 HX0237
 HX0237                         *CURRENT SURVEY CONTROL
 HX0237  ___________________________________________________________________
 HX0237* NAD 83(1986)-  38 39 22.     (N)    080 24 25.     (W)     SCALED    
 HX0237* NAVD 88     -       585.047  (meters)    1919.44   (feet)  ADJUSTED  
 HX0237  ___________________________________________________________________
 HX0237  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HX0237  DYNAMIC HT  -         584.639 (meters)    1918.10  (feet)  COMP
 HX0237  MODELED GRAV-     979,912.7   (mgal)                       NAVD 88
 HX0237
 HX0237  VERT ORDER  -  SECOND    CLASS 0
 HX0237
 HX0237.The horizontal coordinates were scaled from a topographic map and have
 HX0237.an estimated accuracy of +/- 6 seconds.
 HX0237
 HX0237.The orthometric height was determined by differential leveling
 HX0237.and adjusted by the National Geodetic Survey in June 1991..
 HX0237
 HX0237.The geoid height was determined by GEOID03.
 HX0237
 HX0237.The dynamic height is computed by dividing the NAVD 88
 HX0237.geopotential number by the normal gravity value computed on the
 HX0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0237.degrees latitude (g = 980.6199 gals.).
 HX0237
 HX0237.The modeled gravity was interpolated from observed gravity values.
 HX0237
 HX0237;                    North         East    Units  Estimated Accuracy
 HX0237;SPC WV S     -   183,980.      651,620.      MT  (+/- 180 meters Scaled)
 HX0237
 HX0237                          SUPERSEDED SURVEY CONTROL
 HX0237
 HX0237  NGVD 29 (??/??/92)  585.223  (m)         1920.02   (f) ADJ UNCH    2 0
 HX0237
 HX0237.Superseded values are not recommended for survey control.
 HX0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0237.See file dsdata.txt to determine how the superseded data were derived.
 HX0237
 HX0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC516787(NAD 83)
 HX0237_MARKER: DB = BENCH MARK DISK
 HX0237_SETTING: 66 = SET IN ROCK OUTCROP
 HX0237_SP_SET: ROCK LEDGE
 HX0237_STAMPING: F 263 1962
 HX0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0237+STABILITY: POSITION/ELEVATION WELL
 HX0237
 HX0237  HISTORY     - Date     Condition        Report By
 HX0237  HISTORY     - 1962     MONUMENTED       CGS
 HX0237
 HX0237                          STATION DESCRIPTION
 HX0237
 HX0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0237'1.9 MI NW FROM HACKER VALLEY.
 HX0237'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0237'OFFICE AT HACKER VALLEY, THENCE 1.8 MILES NORTHWEST ALONG REPLETE
 HX0237'ROAD, SET ON THE OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX0237'TO THE NORTH AND WEST, SET ON TOP OF A ROCK LEDGE THAT IS ABOUT
 HX0237'45 FEET LONG AND FORMS THE ROAD BANK, ABOUT 100 YARDS EAST OF
 HX0237'A SMALL BRICK HOUSE, 11 FEET EAST OF THE CENTER LINE OF THE DIRT
 HX0237'ROAD LEADING SOUTH, 25 1/2 FEET SOUTH-EAST OF THE CENTER OF THE
 HX0237'ROAD INTERSECTION, 1 FOOT EAST OF THE WEST EDGE OF THE ROCK LEDGE,
 HX0237'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1011 ***********************************************************************
 HX1011  DESIGNATION -  F 264
 HX1011  PID         -  HX1011
 HX1011  STATE/COUNTY-  WV/WEBSTER
 HX1011  USGS QUAD   -  COWEN (1995)
 HX1011
 HX1011                         *CURRENT SURVEY CONTROL
 HX1011  ___________________________________________________________________
 HX1011* NAD 83(1986)-  38 26 32.     (N)    080 32 25.     (W)     SCALED    
 HX1011* NAVD 88     -       651.150  (meters)    2136.31   (feet)  ADJUSTED  
 HX1011  ___________________________________________________________________
 HX1011  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HX1011  DYNAMIC HT  -         650.659 (meters)    2134.70  (feet)  COMP
 HX1011  MODELED GRAV-     979,852.1   (mgal)                       NAVD 88
 HX1011
 HX1011  VERT ORDER  -  SECOND    CLASS 0
 HX1011
 HX1011.The horizontal coordinates were scaled from a topographic map and have
 HX1011.an estimated accuracy of +/- 6 seconds.
 HX1011
 HX1011.The orthometric height was determined by differential leveling
 HX1011.and adjusted by the National Geodetic Survey in June 1991..
 HX1011
 HX1011.The geoid height was determined by GEOID03.
 HX1011
 HX1011.The dynamic height is computed by dividing the NAVD 88
 HX1011.geopotential number by the normal gravity value computed on the
 HX1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1011.degrees latitude (g = 980.6199 gals.).
 HX1011
 HX1011.The modeled gravity was interpolated from observed gravity values.
 HX1011
 HX1011;                    North         East    Units  Estimated Accuracy
 HX1011;SPC WV S     -   160,170.      640,130.      MT  (+/- 180 meters Scaled)
 HX1011
 HX1011                          SUPERSEDED SURVEY CONTROL
 HX1011
 HX1011  NGVD 29 (??/??/92)  651.303  (m)         2136.82   (f) ADJ UNCH    2 0
 HX1011
 HX1011.Superseded values are not recommended for survey control.
 HX1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1011.See file dsdata.txt to determine how the superseded data were derived.
 HX1011
 HX1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC401549(NAD 83)
 HX1011_MARKER: DB = BENCH MARK DISK
 HX1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1011_SP_SET: ABUTMENT
 HX1011_STAMPING: F 264 1962
 HX1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1011
 HX1011  HISTORY     - Date     Condition        Report By
 HX1011  HISTORY     - 1962     MONUMENTED       CGS
 HX1011
 HX1011                          STATION DESCRIPTION
 HX1011
 HX1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1011'2.6 MI NE FROM COWEN.
 HX1011'2.6 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1011'THE STATION AT COWEN, 22 FEET NORTH OF A CROSSING, 8 FEET
 HX1011'NORTHWEST OF NORTHWEST RAIL, 3 FEET BELOW LEVEL OF TRACK, 1.5
 HX1011'FEET SOUTHEAST OF NORTHWEST EDGE OF ABUTMENT, AND SET ON TOP OF
 HX1011'THE NORTHEAST ABUTMENT OF BRIDGE 1149 OVER LAUREL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1880 ***********************************************************************
 HW1880  DESIGNATION -  F 265
 HW1880  PID         -  HW1880
 HW1880  STATE/COUNTY-  WV/POCAHONTAS
 HW1880  USGS QUAD   -  CASS (1995)
 HW1880
 HW1880                         *CURRENT SURVEY CONTROL
 HW1880  ___________________________________________________________________
 HW1880* NAD 83(1986)-  38 27 21.     (N)    079 57 26.     (W)     SCALED    
 HW1880* NAVD 88     -      1177.283  (meters)    3862.47   (feet)  ADJUSTED  
 HW1880  ___________________________________________________________________
 HW1880  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 HW1880  DYNAMIC HT  -        1176.342 (meters)    3859.38  (feet)  COMP
 HW1880  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 HW1880
 HW1880  VERT ORDER  -  SECOND    CLASS 0
 HW1880
 HW1880.The horizontal coordinates were scaled from a topographic map and have
 HW1880.an estimated accuracy of +/- 6 seconds.
 HW1880
 HW1880.The orthometric height was determined by differential leveling
 HW1880.and adjusted by the National Geodetic Survey in June 1991..
 HW1880
 HW1880.The geoid height was determined by GEOID03.
 HW1880
 HW1880.The dynamic height is computed by dividing the NAVD 88
 HW1880.geopotential number by the normal gravity value computed on the
 HW1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1880.degrees latitude (g = 980.6199 gals.).
 HW1880
 HW1880.The modeled gravity was interpolated from observed gravity values.
 HW1880
 HW1880;                    North         East    Units  Estimated Accuracy
 HW1880;SPC WV S     -   162,090.      691,010.      MT  (+/- 180 meters Scaled)
 HW1880
 HW1880                          SUPERSEDED SURVEY CONTROL
 HW1880
 HW1880  NGVD 29 (??/??/92) 1177.371  (m)         3862.76   (f) ADJ UNCH    2 0
 HW1880
 HW1880.Superseded values are not recommended for survey control.
 HW1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1880.See file dsdata.txt to determine how the superseded data were derived.
 HW1880
 HW1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC909569(NAD 83)
 HW1880_MARKER: DB = BENCH MARK DISK
 HW1880_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1880_SP_SET: BRIDGE
 HW1880_STAMPING: F 265 1962
 HW1880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1880
 HW1880  HISTORY     - Date     Condition        Report By
 HW1880  HISTORY     - 1962     MONUMENTED       CGS
 HW1880  HISTORY     - 19900528 GOOD             NGS
 HW1880
 HW1880                          STATION DESCRIPTION
 HW1880
 HW1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1880'5.2 MI NE FROM MACE.
 HW1880'ABOUT 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE POST
 HW1880'OFFICE AT MACE, THENCE 0.3 MILE SOUTHEAST ALONG A TRAIL LEADING
 HW1880'TO THE WESTERN MARYLAND RAILWAY, THENCE 4.45 MILES EAST ALONG
 HW1880'THE WESTERN MARYLAND RAILWAY, ON TOP OF THE NORTHWEST ABUTMENT
 HW1880'OF A CONCRETE BRIDGE 391 OVER SHAVERS FORK, 9 FEET NORTH OF THE
 HW1880'NORTH RAIL, AND ABOUT 3 FEET BELOW THE RAIL.
 HW1880
 HW1880                          STATION RECOVERY (1990)
 HW1880
 HW1880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HW1880'MISCELLANEOUS RECOVERY REPORT SUBMITTED BY J. ZAAL IN MAY OF 1990
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1870 ***********************************************************************
 HW1870  DESIGNATION -  F 266
 HW1870  PID         -  HW1870
 HW1870  STATE/COUNTY-  WV/POCAHONTAS
 HW1870  USGS QUAD   -  CASS (1995)
 HW1870
 HW1870                         *CURRENT SURVEY CONTROL
 HW1870  ___________________________________________________________________
 HW1870* NAD 83(1986)-  38 24 40.     (N)    079 57 12.     (W)     SCALED    
 HW1870* NAVD 88     -      1035.343  (meters)    3396.79   (feet)  ADJUSTED  
 HW1870  ___________________________________________________________________
 HW1870  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HW1870  DYNAMIC HT  -        1034.517 (meters)    3394.08  (feet)  COMP
 HW1870  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 HW1870
 HW1870  VERT ORDER  -  SECOND    CLASS 0
 HW1870
 HW1870.The horizontal coordinates were scaled from a topographic map and have
 HW1870.an estimated accuracy of +/- 6 seconds.
 HW1870
 HW1870.The orthometric height was determined by differential leveling
 HW1870.and adjusted by the National Geodetic Survey in June 1991..
 HW1870
 HW1870.The geoid height was determined by GEOID03.
 HW1870
 HW1870.The dynamic height is computed by dividing the NAVD 88
 HW1870.geopotential number by the normal gravity value computed on the
 HW1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1870.degrees latitude (g = 980.6199 gals.).
 HW1870
 HW1870.The modeled gravity was interpolated from observed gravity values.
 HW1870
 HW1870;                    North         East    Units  Estimated Accuracy
 HW1870;SPC WV S     -   157,130.      691,410.      MT  (+/- 180 meters Scaled)
 HW1870
 HW1870                          SUPERSEDED SURVEY CONTROL
 HW1870
 HW1870  NGVD 29 (??/??/92) 1035.429  (m)         3397.07   (f) ADJ UNCH    2 0
 HW1870
 HW1870.Superseded values are not recommended for survey control.
 HW1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1870.See file dsdata.txt to determine how the superseded data were derived.
 HW1870
 HW1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC913519(NAD 83)
 HW1870_MARKER: DB = BENCH MARK DISK
 HW1870_SETTING: 80 = SET IN A BOULDER
 HW1870_STAMPING: F 266 1962
 HW1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1870+STABILITY: SURFACE MOTION
 HW1870
 HW1870  HISTORY     - Date     Condition        Report By
 HW1870  HISTORY     - 1962     MONUMENTED       CGS
 HW1870
 HW1870                          STATION DESCRIPTION
 HW1870
 HW1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1870'4.8 MI NW FROM CASS.
 HW1870'ABOUT 4.8 MILES NORTH AND NORTHWEST ALONG THE CHEAT AND BALD
 HW1870'KNOB SCENIC RAILROAD FROM THE POST OFFICE AT CASS, SET
 HW1870'VERTICALLY IN THE NORTHEAST FACE OF A 10 FOOT LONG EMBEDDED
 HW1870'BOULDER, 20 FEET SOUTHWEST OF SOUTHWEST RAIL, AND ABOUT 3 1/2
 HW1870'FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1612 ***********************************************************************
 HX1612  DESIGNATION -  F 267
 HX1612  PID         -  HX1612
 HX1612  STATE/COUNTY-  WV/BRAXTON
 HX1612  USGS QUAD   -  ORLANDO (1989)
 HX1612
 HX1612                         *CURRENT SURVEY CONTROL
 HX1612  ___________________________________________________________________
 HX1612* NAD 83(1986)-  38 47 27.     (N)    080 35 20.     (W)     SCALED    
 HX1612* NAVD 88     -       249.823  (meters)     819.63   (feet)  ADJUSTED  
 HX1612  ___________________________________________________________________
 HX1612  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HX1612  DYNAMIC HT  -         249.660 (meters)     819.09  (feet)  COMP
 HX1612  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 HX1612
 HX1612  VERT ORDER  -  SECOND    CLASS 0
 HX1612
 HX1612.The horizontal coordinates were scaled from a topographic map and have
 HX1612.an estimated accuracy of +/- 6 seconds.
 HX1612
 HX1612.The orthometric height was determined by differential leveling
 HX1612.and adjusted by the National Geodetic Survey in June 1991..
 HX1612
 HX1612.The geoid height was determined by GEOID03.
 HX1612
 HX1612.The dynamic height is computed by dividing the NAVD 88
 HX1612.geopotential number by the normal gravity value computed on the
 HX1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1612.degrees latitude (g = 980.6199 gals.).
 HX1612
 HX1612.The modeled gravity was interpolated from observed gravity values.
 HX1612
 HX1612;                    North         East    Units  Estimated Accuracy
 HX1612;SPC WV S     -   198,850.      635,720.      MT  (+/- 180 meters Scaled)
 HX1612
 HX1612                          SUPERSEDED SURVEY CONTROL
 HX1612
 HX1612  NGVD 29 (??/??/92)  250.022  (m)          820.28   (f) ADJ UNCH    2 0
 HX1612
 HX1612.Superseded values are not recommended for survey control.
 HX1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1612.See file dsdata.txt to determine how the superseded data were derived.
 HX1612
 HX1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC357936(NAD 83)
 HX1612_MARKER: DB = BENCH MARK DISK
 HX1612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1612_SP_SET: BRIDGE
 HX1612_STAMPING: F 267 1962
 HX1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1612
 HX1612  HISTORY     - Date     Condition        Report By
 HX1612  HISTORY     - 1962     MONUMENTED       CGS
 HX1612  HISTORY     - 1976     GOOD             NGS
 HX1612
 HX1612                          STATION DESCRIPTION
 HX1612
 HX1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1612'AT NAPIER.
 HX1612'AT NAPIER, AT THE Y JUNCTION OF STATE HIGHWAY 5 AND STATE HIGHWAY
 HX1612'4, SET ON TOP OF THE EAST END OF THE NORTH HEAD WALL OF A
 HX1612'20-FOOT CONCRETE BRIDGE OVER BIG RUN, 215 NORTHWEST OF NAPIER
 HX1612'POST OFFICE AND GROCERY STORE THAT ARE COMBINED, 120 FEET WEST
 HX1612'OF THE EXTENDED CENTER LINE OF HIGHWAY 5, 19 FEET NORTH OF THE
 HX1612'CENTER LINE OF HIGHWAY 4, AND IS ABOUT 3 1/2 FEET BELOW THE
 HX1612'LEVEL OF THE HIGHWAY.
 HX1612
 HX1612                          STATION RECOVERY (1976)
 HX1612
 HX1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0164 ***********************************************************************
 HX0164  DESIGNATION -  F 268
 HX0164  PID         -  HX0164
 HX0164  STATE/COUNTY-  WV/LEWIS
 HX0164  USGS QUAD   -  WALKERSVILLE (1976)
 HX0164
 HX0164                         *CURRENT SURVEY CONTROL
 HX0164  ___________________________________________________________________
 HX0164* NAD 83(1986)-  38 51 42.     (N)    080 27 31.     (W)     SCALED    
 HX0164* NAVD 88     -       334.038  (meters)    1095.92   (feet)  ADJUSTED  
 HX0164  ___________________________________________________________________
 HX0164  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HX0164  DYNAMIC HT  -         333.813 (meters)    1095.18  (feet)  COMP
 HX0164  MODELED GRAV-     979,944.4   (mgal)                       NAVD 88
 HX0164
 HX0164  VERT ORDER  -  SECOND    CLASS 0
 HX0164
 HX0164.The horizontal coordinates were scaled from a topographic map and have
 HX0164.an estimated accuracy of +/- 6 seconds.
 HX0164
 HX0164.The orthometric height was determined by differential leveling
 HX0164.and adjusted by the National Geodetic Survey in June 1991..
 HX0164
 HX0164.The geoid height was determined by GEOID03.
 HX0164
 HX0164.The dynamic height is computed by dividing the NAVD 88
 HX0164.geopotential number by the normal gravity value computed on the
 HX0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0164.degrees latitude (g = 980.6199 gals.).
 HX0164
 HX0164.The modeled gravity was interpolated from observed gravity values.
 HX0164
 HX0164;                    North         East    Units  Estimated Accuracy
 HX0164;SPC WV S     -   206,770.      646,990.      MT  (+/- 180 meters Scaled)
 HX0164
 HX0164                          SUPERSEDED SURVEY CONTROL
 HX0164
 HX0164  NGVD 29 (??/??/92)  334.228  (m)         1096.55   (f) ADJ UNCH    2 0
 HX0164
 HX0164.Superseded values are not recommended for survey control.
 HX0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0164.See file dsdata.txt to determine how the superseded data were derived.
 HX0164
 HX0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND469015(NAD 83)
 HX0164_MARKER: DB = BENCH MARK DISK
 HX0164_SETTING: 66 = SET IN ROCK OUTCROP
 HX0164_SP_SET: ROCK LEDGE
 HX0164_STAMPING: F 268 1962
 HX0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0164+STABILITY: POSITION/ELEVATION WELL
 HX0164
 HX0164  HISTORY     - Date     Condition        Report By
 HX0164  HISTORY     - 1962     MONUMENTED       CGS
 HX0164
 HX0164                          STATION DESCRIPTION
 HX0164
 HX0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0164'0.6 MI S FROM WALKERVILLE.
 HX0164'ABOUT 0.2 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE BALTIMORE
 HX0164'AND OHIO RAILROAD STATION AT WALKERVILLE, THENCE ABOUT 0.4 MILE
 HX0164'SOUTH ALONG U.S. HIGHWAY 19, SET VERTICALLY IN THE EAST FACE OF
 HX0164'A ROCK LEDGE THAT IS ABOUT 41 FEET LONG AND 4 FEET HIGH, 8
 HX0164'FEET NORTH OF THE SOUTH END OF THE LEDGE, 49 FEET NORTH OF A
 HX0164'POWER POLE, 22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 HX0164'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0199 ***********************************************************************
 HX0199  DESIGNATION -  F 269
 HX0199  PID         -  HX0199
 HX0199  STATE/COUNTY-  WV/WEBSTER
 HX0199  USGS QUAD   -  HACKER VALLEY (1967)
 HX0199
 HX0199                         *CURRENT SURVEY CONTROL
 HX0199  ___________________________________________________________________
 HX0199* NAD 83(1986)-  38 42 19.     (N)    080 23 38.     (W)     SCALED    
 HX0199* NAVD 88     -       436.446  (meters)    1431.91   (feet)  ADJUSTED  
 HX0199  ___________________________________________________________________
 HX0199  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 HX0199  DYNAMIC HT  -         436.143 (meters)    1430.91  (feet)  COMP
 HX0199  MODELED GRAV-     979,919.5   (mgal)                       NAVD 88
 HX0199
 HX0199  VERT ORDER  -  SECOND    CLASS 0
 HX0199
 HX0199.The horizontal coordinates were scaled from a topographic map and have
 HX0199.an estimated accuracy of +/- 6 seconds.
 HX0199
 HX0199.The orthometric height was determined by differential leveling
 HX0199.and adjusted by the National Geodetic Survey in June 1991..
 HX0199
 HX0199.The geoid height was determined by GEOID03.
 HX0199
 HX0199.The dynamic height is computed by dividing the NAVD 88
 HX0199.geopotential number by the normal gravity value computed on the
 HX0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0199.degrees latitude (g = 980.6199 gals.).
 HX0199
 HX0199.The modeled gravity was interpolated from observed gravity values.
 HX0199
 HX0199;                    North         East    Units  Estimated Accuracy
 HX0199;SPC WV S     -   189,440.      652,720.      MT  (+/- 180 meters Scaled)
 HX0199
 HX0199                          SUPERSEDED SURVEY CONTROL
 HX0199
 HX0199  NGVD 29 (??/??/92)  436.621  (m)         1432.48   (f) ADJ UNCH    2 0
 HX0199
 HX0199.Superseded values are not recommended for survey control.
 HX0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0199.See file dsdata.txt to determine how the superseded data were derived.
 HX0199
 HX0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC527842(NAD 83)
 HX0199_MARKER: DB = BENCH MARK DISK
 HX0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0199_SP_SET: BRIDGE
 HX0199_STAMPING: F 269 1962
 HX0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0199
 HX0199  HISTORY     - Date     Condition        Report By
 HX0199  HISTORY     - 1962     MONUMENTED       CGS
 HX0199
 HX0199                          STATION DESCRIPTION
 HX0199
 HX0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0199'2.8 MI S FROM CLEVELAND.
 HX0199'ABOUT 2.8 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0199'AT CLEVELAND, 0.4 MILE SOUTH OF A CONCRETE BRIDGE OVER A
 HX0199'SMALL STREAM, SET ON TOP OF THE SOUTH END OF THE EAST HEAD WALL
 HX0199'OF A 30-FOOT CONCRETE BRIDGE, 16 FEET EAST OF THE CENTER LINE
 HX0199'OF THE BRIDGE, 59 FEET SOUTH OF A POWER POLE 317, AND ABOUT 2
 HX0199'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0816 ***********************************************************************
 JW0816  DESIGNATION -  F 27
 JW0816  PID         -  JW0816
 JW0816  STATE/COUNTY-  WV/TAYLOR
 JW0816  USGS QUAD   -  THORNTON (1976)
 JW0816
 JW0816                         *CURRENT SURVEY CONTROL
 JW0816  ___________________________________________________________________
 JW0816* NAD 83(1986)-  39 20 50.     (N)    079 56 29.     (W)     SCALED    
 JW0816* NAVD 88     -       317.792  (meters)    1042.62   (feet)  POSTED    
 JW0816  ___________________________________________________________________
 JW0816  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JW0816  DYNAMIC HT  -         317.600 (meters)    1041.99  (feet)  COMP
 JW0816  MODELED GRAV-     979,999.2   (mgal)                       NAVD 88
 JW0816
 JW0816  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JW0816
 JW0816.The horizontal coordinates were scaled from a topographic map and have
 JW0816.an estimated accuracy of +/- 6 seconds.
 JW0816
 JW0816.The orthometric height was determined by differential leveling
 JW0816.and adjusted by the National Geodetic Survey in 1992..
 JW0816.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JW0816.rate of 1.1 thru 2.0 mm/km.
 JW0816
 JW0816.The geoid height was determined by GEOID03.
 JW0816
 JW0816.The dynamic height is computed by dividing the NAVD 88
 JW0816.geopotential number by the normal gravity value computed on the
 JW0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0816.degrees latitude (g = 980.6199 gals.).
 JW0816
 JW0816.The modeled gravity was interpolated from observed gravity values.
 JW0816
 JW0816;                    North         East    Units  Estimated Accuracy
 JW0816;SPC WV N     -    94,150.      561,950.      MT  (+/- 180 meters Scaled)
 JW0816
 JW0816                          SUPERSEDED SURVEY CONTROL
 JW0816
 JW0816  NGVD 29 (??/??/92)  317.994  (m)         1043.29   (f) ADJ UNCH    1 2
 JW0816
 JW0816.Superseded values are not recommended for survey control.
 JW0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0816.See file dsdata.txt to determine how the superseded data were derived.
 JW0816
 JW0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND912558(NAD 83)
 JW0816_MARKER: DD = SURVEY DISK
 JW0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0816_STAMPING: F 27 1935
 JW0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0816+STABILITY: SURFACE MOTION
 JW0816
 JW0816  HISTORY     - Date     Condition        Report By
 JW0816  HISTORY     - 1935     MONUMENTED       CGS
 JW0816  HISTORY     - 1956     MARK NOT FOUND   USGS
 JW0816
 JW0816                          STATION DESCRIPTION
 JW0816
 JW0816'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JW0816'AT THORNTON.
 JW0816'AT THORNTON, TAYLOR COUNTY, ABOUT 81 FEET SOUTH OF THE SOUTH END
 JW0816'OF THE BALTIMORE AND OHIO RAILROAD STATION, 72 FEET WEST OF THE
 JW0816'CENTER LINE OF THE MAIN STREET, AND 37 FEET EAST OF THE EAST RAIL
 JW0816'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED F 27 1935 AND SET
 JW0816'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0213 ***********************************************************************
 HX0213  DESIGNATION -  F 270
 HX0213  PID         -  HX0213
 HX0213  STATE/COUNTY-  WV/UPSHUR
 HX0213  USGS QUAD   -  ROCK CAVE (1966)
 HX0213
 HX0213                         *CURRENT SURVEY CONTROL
 HX0213  ___________________________________________________________________
 HX0213* NAD 83(1986)-  38 47 03.     (N)    080 21 21.     (W)     SCALED    
 HX0213* NAVD 88     -       527.647  (meters)    1731.12   (feet)  ADJUSTED  
 HX0213  ___________________________________________________________________
 HX0213  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HX0213  DYNAMIC HT  -         527.275 (meters)    1729.90  (feet)  COMP
 HX0213  MODELED GRAV-     979,906.5   (mgal)                       NAVD 88
 HX0213
 HX0213  VERT ORDER  -  SECOND    CLASS 0
 HX0213
 HX0213.The horizontal coordinates were scaled from a topographic map and have
 HX0213.an estimated accuracy of +/- 6 seconds.
 HX0213
 HX0213.The orthometric height was determined by differential leveling
 HX0213.and adjusted by the National Geodetic Survey in June 1991..
 HX0213
 HX0213.The geoid height was determined by GEOID03.
 HX0213
 HX0213.The dynamic height is computed by dividing the NAVD 88
 HX0213.geopotential number by the normal gravity value computed on the
 HX0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0213.degrees latitude (g = 980.6199 gals.).
 HX0213
 HX0213.The modeled gravity was interpolated from observed gravity values.
 HX0213
 HX0213;                    North         East    Units  Estimated Accuracy
 HX0213;SPC WV S     -   198,220.      655,970.      MT  (+/- 180 meters Scaled)
 HX0213
 HX0213                          SUPERSEDED SURVEY CONTROL
 HX0213
 HX0213  NGVD 29 (??/??/92)  527.820  (m)         1731.69   (f) ADJ UNCH    2 0
 HX0213
 HX0213.Superseded values are not recommended for survey control.
 HX0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0213.See file dsdata.txt to determine how the superseded data were derived.
 HX0213
 HX0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC559930(NAD 83)
 HX0213_MARKER: DB = BENCH MARK DISK
 HX0213_SETTING: 66 = SET IN ROCK OUTCROP
 HX0213_SP_SET: ROCK LEDGE
 HX0213_STAMPING: F 270 1962
 HX0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0213+STABILITY: POSITION/ELEVATION WELL
 HX0213
 HX0213  HISTORY     - Date     Condition        Report By
 HX0213  HISTORY     - 1962     MONUMENTED       CGS
 HX0213
 HX0213                          STATION DESCRIPTION
 HX0213
 HX0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0213'1.4 MI N FROM KANAWHA HEAD.
 HX0213'ABOUT 1.35 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX0213'OFFICE AT KANAWHA HEAD, 0.4 MILE NORTHWEST OF A STATE HIGHWAY
 HX0213'DEPARTMENT GARAGE, SET VERTICALLY IN THE WEST FACE OF A ROCK
 HX0213'LEDGE THAT IS ABOUT 20 FEET LONG AND 6 FEET HIGH, 3 FEET NORTH
 HX0213'OF A SCHOOL BUS SHED, 28 FEET EAST OF THE CENTER LINE OF THE
 HX0213'HIGHWAY, 38 FEET NORTHEAST OF THE CENTERLINE OF A PRIVATE
 HX0213'DRIVE LEADING TO A HOUSE, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 HX0213'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1478 ***********************************************************************
 HX1478  DESIGNATION -  F 271
 HX1478  PID         -  HX1478
 HX1478  STATE/COUNTY-  WV/BRAXTON
 HX1478  USGS QUAD   -  ORLANDO (1989)
 HX1478
 HX1478                         *CURRENT SURVEY CONTROL
 HX1478  ___________________________________________________________________
 HX1478* NAD 83(1986)-  38 52 07.     (N)    080 37 25.     (W)     SCALED    
 HX1478* NAVD 88     -       239.907  (meters)     787.09   (feet)  ADJUSTED  
 HX1478  ___________________________________________________________________
 HX1478  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HX1478  DYNAMIC HT  -         239.752 (meters)     786.59  (feet)  COMP
 HX1478  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 HX1478
 HX1478  VERT ORDER  -  SECOND    CLASS 0
 HX1478
 HX1478.The horizontal coordinates were scaled from a topographic map and have
 HX1478.an estimated accuracy of +/- 6 seconds.
 HX1478
 HX1478.The orthometric height was determined by differential leveling
 HX1478.and adjusted by the National Geodetic Survey in June 1991..
 HX1478
 HX1478.The geoid height was determined by GEOID03.
 HX1478
 HX1478.The dynamic height is computed by dividing the NAVD 88
 HX1478.geopotential number by the normal gravity value computed on the
 HX1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1478.degrees latitude (g = 980.6199 gals.).
 HX1478
 HX1478.The modeled gravity was interpolated from observed gravity values.
 HX1478
 HX1478;                    North         East    Units  Estimated Accuracy
 HX1478;SPC WV S     -   207,470.      632,670.      MT  (+/- 180 meters Scaled)
 HX1478
 HX1478                          SUPERSEDED SURVEY CONTROL
 HX1478
 HX1478  NGVD 29 (??/??/92)  240.109  (m)          787.76   (f) ADJ UNCH    2 0
 HX1478
 HX1478.Superseded values are not recommended for survey control.
 HX1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1478.See file dsdata.txt to determine how the superseded data were derived.
 HX1478
 HX1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND326022(NAD 83)
 HX1478_MARKER: DB = BENCH MARK DISK
 HX1478_SETTING: 80 = SET IN A BOULDER
 HX1478_SP_SET: BOULDER
 HX1478_STAMPING: F 271 1962
 HX1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1478+STABILITY: SURFACE MOTION
 HX1478
 HX1478  HISTORY     - Date     Condition        Report By
 HX1478  HISTORY     - 1962     MONUMENTED       CGS
 HX1478
 HX1478                          STATION DESCRIPTION
 HX1478
 HX1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1478'1.8 MI W FROM ORLANDO.
 HX1478'ABOUT 1.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1478'THE POST OFFICE ORLANDO, SET ON TOP OF THE WEST END OF AN
 HX1478'EMBEDDED BOULDER THAT IS ABOUT 3-BY 8-FOOT LONG AND PROJECTS OUT
 HX1478'OF THE ROAD BANK, 87 FEET EAST OF A TELEPHONE POLE 70-30, 25
 HX1478'FEET NORTH OF THE NORTH RAIL, AND ABOUT 8 FEET ABOVE THE LEVEL
 HX1478'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0363 ***********************************************************************
 HX0363  DESIGNATION -  F 272
 HX0363  PID         -  HX0363
 HX0363  STATE/COUNTY-  WV/UPSHUR
 HX0363  USGS QUAD   -  ALTON (1989)
 HX0363
 HX0363                         *CURRENT SURVEY CONTROL
 HX0363  ___________________________________________________________________
 HX0363* NAD 83(1986)-  38 47 44.     (N)    080 13 02.     (W)     SCALED    
 HX0363* NAVD 88     -       559.812  (meters)    1836.65   (feet)  ADJUSTED  
 HX0363  ___________________________________________________________________
 HX0363  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 HX0363  DYNAMIC HT  -         559.409 (meters)    1835.33  (feet)  COMP
 HX0363  MODELED GRAV-     979,891.0   (mgal)                       NAVD 88
 HX0363
 HX0363  VERT ORDER  -  SECOND    CLASS 0
 HX0363
 HX0363.The horizontal coordinates were scaled from a topographic map and have
 HX0363.an estimated accuracy of +/- 6 seconds.
 HX0363
 HX0363.The orthometric height was determined by differential leveling
 HX0363.and adjusted by the National Geodetic Survey in June 1991..
 HX0363
 HX0363.The geoid height was determined by GEOID03.
 HX0363
 HX0363.The dynamic height is computed by dividing the NAVD 88
 HX0363.geopotential number by the normal gravity value computed on the
 HX0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0363.degrees latitude (g = 980.6199 gals.).
 HX0363
 HX0363.The modeled gravity was interpolated from observed gravity values.
 HX0363
 HX0363;                    North         East    Units  Estimated Accuracy
 HX0363;SPC WV S     -   199,580.      668,000.      MT  (+/- 180 meters Scaled)
 HX0363
 HX0363                          SUPERSEDED SURVEY CONTROL
 HX0363
 HX0363  NGVD 29 (??/??/92)  559.972  (m)         1837.17   (f) ADJ UNCH    2 0
 HX0363
 HX0363.Superseded values are not recommended for survey control.
 HX0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0363.See file dsdata.txt to determine how the superseded data were derived.
 HX0363
 HX0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC679943(NAD 83)
 HX0363_MARKER: DB = BENCH MARK DISK
 HX0363_SETTING: 80 = SET IN A BOULDER
 HX0363_SP_SET: BOULDER
 HX0363_STAMPING: F 272 1962
 HX0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0363+STABILITY: SURFACE MOTION
 HX0363
 HX0363  HISTORY     - Date     Condition        Report By
 HX0363  HISTORY     - 1962     MONUMENTED       CGS
 HX0363
 HX0363                          STATION DESCRIPTION
 HX0363
 HX0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0363'1.1 MI NE FROM ALEXANDER.
 HX0363'ABOUT 1.1 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0363'FROM THE POST OFFICE AT ALEXANDER, SET ON TOP OF THE SOUTHEAST
 HX0363'END OF A ROCK BOULDER THAT IS ABOUT 24-BY 33-FOOT LONG AND 4
 HX0363'FOOT HIGH, 22 1/2 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 1/2
 HX0363'FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0311 ***********************************************************************
 HX0311  DESIGNATION -  F 273
 HX0311  PID         -  HX0311
 HX0311  STATE/COUNTY-  WV/UPSHUR
 HX0311  USGS QUAD   -  ROCK CAVE (1966)
 HX0311
 HX0311                         *CURRENT SURVEY CONTROL
 HX0311  ___________________________________________________________________
 HX0311* NAD 83(1986)-  38 47 24.     (N)    080 15 28.     (W)     SCALED    
 HX0311* NAVD 88     -       696.933  (meters)    2286.52   (feet)  ADJUSTED  
 HX0311  ___________________________________________________________________
 HX0311  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HX0311  DYNAMIC HT  -         696.434 (meters)    2284.88  (feet)  COMP
 HX0311  MODELED GRAV-     979,887.6   (mgal)                       NAVD 88
 HX0311
 HX0311  VERT ORDER  -  SECOND    CLASS 0
 HX0311
 HX0311.The horizontal coordinates were scaled from a topographic map and have
 HX0311.an estimated accuracy of +/- 6 seconds.
 HX0311
 HX0311.The orthometric height was determined by differential leveling
 HX0311.and adjusted by the National Geodetic Survey in June 1991..
 HX0311
 HX0311.The geoid height was determined by GEOID03.
 HX0311
 HX0311.The dynamic height is computed by dividing the NAVD 88
 HX0311.geopotential number by the normal gravity value computed on the
 HX0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0311.degrees latitude (g = 980.6199 gals.).
 HX0311
 HX0311.The modeled gravity was interpolated from observed gravity values.
 HX0311
 HX0311;                    North         East    Units  Estimated Accuracy
 HX0311;SPC WV S     -   198,930.      664,480.      MT  (+/- 180 meters Scaled)
 HX0311
 HX0311                          SUPERSEDED SURVEY CONTROL
 HX0311
 HX0311  NGVD 29 (??/??/92)  697.093  (m)         2287.05   (f) ADJ UNCH    2 0
 HX0311
 HX0311.Superseded values are not recommended for survey control.
 HX0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0311.See file dsdata.txt to determine how the superseded data were derived.
 HX0311
 HX0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC644937(NAD 83)
 HX0311_MARKER: DB = BENCH MARK DISK
 HX0311_SETTING: 66 = SET IN ROCK OUTCROP
 HX0311_SP_SET: ROCK LEDGE
 HX0311_STAMPING: F 273 1962
 HX0311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0311+STABILITY: POSITION/ELEVATION WELL
 HX0311
 HX0311  HISTORY     - Date     Condition        Report By
 HX0311  HISTORY     - 1962     MONUMENTED       CGS
 HX0311
 HX0311                          STATION DESCRIPTION
 HX0311
 HX0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0311'2.4 MI NW FROM ALEXANDER.
 HX0311'ABOUT 2.4 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HX0311'OFFICE AT ALEXANDER, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HX0311'EXTENDING TO THE SOUTHEAST AND NORTHEAST, SET VERTICALLY IN THE
 HX0311'EAST FACE OF A ROCK LEDGE THAT IS 12-FOOT LONG AND 5-FOOT HIGH,
 HX0311'23 FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD, ABOUT 100
 HX0311'YARDS EAST OF A 300-FOOT HIGH TELEPHONE RELAY TOWER, AND IS
 HX0311'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0389 ***********************************************************************
 HX0389  DESIGNATION -  F 274
 HX0389  PID         -  HX0389
 HX0389  STATE/COUNTY-  WV/UPSHUR
 HX0389  USGS QUAD   -  ALTON (1989)
 HX0389
 HX0389                         *CURRENT SURVEY CONTROL
 HX0389  ___________________________________________________________________
 HX0389* NAD 83(1986)-  38 49 51.     (N)    080 11 29.     (W)     SCALED    
 HX0389* NAVD 88     -       616.315  (meters)    2022.03   (feet)  ADJUSTED  
 HX0389  ___________________________________________________________________
 HX0389  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 HX0389  DYNAMIC HT  -         615.884 (meters)    2020.61  (feet)  COMP
 HX0389  MODELED GRAV-     979,908.3   (mgal)                       NAVD 88
 HX0389
 HX0389  VERT ORDER  -  SECOND    CLASS 0
 HX0389
 HX0389.The horizontal coordinates were scaled from a topographic map and have
 HX0389.an estimated accuracy of +/- 6 seconds.
 HX0389
 HX0389.The orthometric height was determined by differential leveling
 HX0389.and adjusted by the National Geodetic Survey in June 1991..
 HX0389
 HX0389.The geoid height was determined by GEOID03.
 HX0389
 HX0389.The dynamic height is computed by dividing the NAVD 88
 HX0389.geopotential number by the normal gravity value computed on the
 HX0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0389.degrees latitude (g = 980.6199 gals.).
 HX0389
 HX0389.The modeled gravity was interpolated from observed gravity values.
 HX0389
 HX0389;                    North         East    Units  Estimated Accuracy
 HX0389;SPC WV S     -   203,520.      670,210.      MT  (+/- 180 meters Scaled)
 HX0389
 HX0389                          SUPERSEDED SURVEY CONTROL
 HX0389
 HX0389  NGVD 29 (??/??/92)  616.486  (m)         2022.59   (f) ADJ UNCH    2 0
 HX0389
 HX0389.Superseded values are not recommended for survey control.
 HX0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0389.See file dsdata.txt to determine how the superseded data were derived.
 HX0389
 HX0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC701983(NAD 83)
 HX0389_MARKER: DB = BENCH MARK DISK
 HX0389_SETTING: 80 = SET IN A BOULDER
 HX0389_SP_SET: BOULDER
 HX0389_STAMPING: F 274 1962
 HX0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0389+STABILITY: SURFACE MOTION
 HX0389
 HX0389  HISTORY     - Date     Condition        Report By
 HX0389  HISTORY     - 1962     MONUMENTED       CGS
 HX0389  HISTORY     - 1975     GOOD             BAKER
 HX0389
 HX0389                          STATION DESCRIPTION
 HX0389
 HX0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0389'4.8 MI SW FROM QUEENS.
 HX0389'ABOUT 0.75 MILE SOUTH ALONG COUNTY ROAD 9 FROM THE JUNCTION
 HX0389'OF COUNTY ROAD 9/11 AT QUEENS, THENCE ABOUT 4.0 MILES SOUTHWEST
 HX0389'ALONG A COUNTY ROAD (GRAVEL), 0.5 MILE NORTHEAST OF THE
 HX0389'CUTRIGHT SCHOOL HOUSE, SET VERTICALLY IN THE NORTHWEST FACE OF AN
 HX0389'EMBEDDED BOULDER THAT IS ABOUT 126 FEET LONG AND 6 1/2 FEET
 HX0389'HIGH, 64 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE,
 HX0389'63 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, APPROXIMATELY
 HX0389'150 YARDS EAST OF A ROAD LEADING NORTHWEST, AND ABOUT 2 FEET
 HX0389'ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK CAN ALSO
 HX0389'BE REACHED BY GOING 1.8 MILES NORTH ALONG THE BALTIMORE AND
 HX0389'OHIO RAILROAD FROM THE POST OFFICE AT ALTON, THENCE ABOUT 0.5
 HX0389'MILE SOUTHEAST ALONG COUNTY ROAD 32/17.
 HX0389
 HX0389                          STATION RECOVERY (1975)
 HX0389
 HX0389'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 HX0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2079 ***********************************************************************
 HW2079  DESIGNATION -  F 275
 HW2079  PID         -  HW2079
 HW2079  STATE/COUNTY-  WV/RANDOLPH
 HW2079  USGS QUAD   -  BEVERLY WEST (1995)
 HW2079
 HW2079                         *CURRENT SURVEY CONTROL
 HW2079  ___________________________________________________________________
 HW2079* NAD 83(1986)-  38 46 03.     (N)    079 56 45.     (W)     SCALED    
 HW2079* NAVD 88     -       616.488  (meters)    2022.59   (feet)  ADJUSTED  
 HW2079  ___________________________________________________________________
 HW2079  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HW2079  DYNAMIC HT  -         616.036 (meters)    2021.11  (feet)  COMP
 HW2079  MODELED GRAV-     979,874.8   (mgal)                       NAVD 88
 HW2079
 HW2079  VERT ORDER  -  FIRST     CLASS II
 HW2079
 HW2079.The horizontal coordinates were scaled from a topographic map and have
 HW2079.an estimated accuracy of +/- 6 seconds.
 HW2079
 HW2079.The orthometric height was determined by differential leveling
 HW2079.and adjusted by the National Geodetic Survey in June 1991..
 HW2079
 HW2079.The geoid height was determined by GEOID03.
 HW2079
 HW2079.The dynamic height is computed by dividing the NAVD 88
 HW2079.geopotential number by the normal gravity value computed on the
 HW2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2079.degrees latitude (g = 980.6199 gals.).
 HW2079
 HW2079.The modeled gravity was interpolated from observed gravity values.
 HW2079
 HW2079;                    North         East    Units  Estimated Accuracy
 HW2079;SPC WV S     -   196,700.      691,610.      MT  (+/- 180 meters Scaled)
 HW2079
 HW2079                          SUPERSEDED SURVEY CONTROL
 HW2079
 HW2079  NGVD 29 (??/??/92)  616.641  (m)         2023.10   (f) ADJ UNCH    1 2
 HW2079
 HW2079.Superseded values are not recommended for survey control.
 HW2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2079.See file dsdata.txt to determine how the superseded data were derived.
 HW2079
 HW2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC915915(NAD 83)
 HW2079_MARKER: DB = BENCH MARK DISK
 HW2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2079_STAMPING: F 275 1962
 HW2079_MARK LOGO: CGS   
 HW2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2079+STABILITY: SURFACE MOTION
 HW2079
 HW2079  HISTORY     - Date     Condition        Report By
 HW2079  HISTORY     - 1962     MONUMENTED       CGS
 HW2079  HISTORY     - 1983     GOOD             NGS
 HW2079
 HW2079                          STATION DESCRIPTION
 HW2079
 HW2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2079'1 MI SW FROM VALLEY BEND.
 HW2079'ABOUT 1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2079'POST OFFICE AT VALLEY BEND, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 HW2079'NORTHWEST, 78 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION,
 HW2079'25 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4 1/2 FEET
 HW2079'SOUTHEAST OF A TELEPHONE POLE, 4 1/2 FEET SOUTH OF A STEEL
 HW2079'WITNESS POST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 HW2079
 HW2079                          STATION RECOVERY (1983)
 HW2079
 HW2079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0424 ***********************************************************************
 HX0424  DESIGNATION -  F 276
 HX0424  PID         -  HX0424
 HX0424  STATE/COUNTY-  WV/RANDOLPH
 HX0424  USGS QUAD   -  ADOLPH (1995)
 HX0424
 HX0424                         *CURRENT SURVEY CONTROL
 HX0424  ___________________________________________________________________
 HX0424* NAD 83(1986)-  38 43 36.     (N)    080 04 55.     (W)     SCALED    
 HX0424* NAVD 88     -       871.446  (meters)    2859.07   (feet)  ADJUSTED  
 HX0424  ___________________________________________________________________
 HX0424  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0424  DYNAMIC HT  -         870.774 (meters)    2856.86  (feet)  COMP
 HX0424  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 HX0424
 HX0424  VERT ORDER  -  SECOND    CLASS 0
 HX0424
 HX0424.The horizontal coordinates were scaled from a topographic map and have
 HX0424.an estimated accuracy of +/- 6 seconds.
 HX0424
 HX0424.The orthometric height was determined by differential leveling
 HX0424.and adjusted by the National Geodetic Survey in June 1991..
 HX0424
 HX0424.The geoid height was determined by GEOID03.
 HX0424
 HX0424.The dynamic height is computed by dividing the NAVD 88
 HX0424.geopotential number by the normal gravity value computed on the
 HX0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0424.degrees latitude (g = 980.6199 gals.).
 HX0424
 HX0424.The modeled gravity was interpolated from observed gravity values.
 HX0424
 HX0424;                    North         East    Units  Estimated Accuracy
 HX0424;SPC WV S     -   192,040.      679,830.      MT  (+/- 180 meters Scaled)
 HX0424
 HX0424                          SUPERSEDED SURVEY CONTROL
 HX0424
 HX0424  NGVD 29 (??/??/92)  871.580  (m)         2859.51   (f) ADJ UNCH    2 0
 HX0424
 HX0424.Superseded values are not recommended for survey control.
 HX0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0424.See file dsdata.txt to determine how the superseded data were derived.
 HX0424
 HX0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC798868(NAD 83)
 HX0424_MARKER: DB = BENCH MARK DISK
 HX0424_SETTING: 66 = SET IN ROCK OUTCROP
 HX0424_SP_SET: ROCK CUT
 HX0424_STAMPING: F 276 1962
 HX0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0424+STABILITY: POSITION/ELEVATION WELL
 HX0424
 HX0424  HISTORY     - Date     Condition        Report By
 HX0424  HISTORY     - 1962     MONUMENTED       CGS
 HX0424
 HX0424                          STATION DESCRIPTION
 HX0424
 HX0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0424'2.7 MI SW FROM ADOLPH.
 HX0424'ABOUT 2.7 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0424'SCHOOL AT ADOLPH, 0.8 MILE NORTHEAST OF THE BLUE ROCK METHODIST
 HX0424'CHURCH, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT THAT
 HX0424'PROJECTS OUT OF THE ROAD BANK AND IS ABOUT 79 FEET LONG, 18 FEET
 HX0424'NORTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHEAST OF THE
 HX0424'SOUTHWEST EDGE OF THE ROCK, 1.4 FEET BELOW THE TOP OF THE ROCK,
 HX0424'AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0381 ***********************************************************************
 HX0381  DESIGNATION -  F 277
 HX0381  PID         -  HX0381
 HX0381  STATE/COUNTY-  WV/RANDOLPH
 HX0381  USGS QUAD   -  ADOLPH (1995)
 HX0381
 HX0381                         *CURRENT SURVEY CONTROL
 HX0381  ___________________________________________________________________
 HX0381* NAD 83(1986)-  38 39 50.     (N)    080 02 52.     (W)     SCALED    
 HX0381* NAVD 88     -      1017.595  (meters)    3338.56   (feet)  ADJUSTED  
 HX0381  ___________________________________________________________________
 HX0381  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HX0381  DYNAMIC HT  -        1016.828 (meters)    3336.04  (feet)  COMP
 HX0381  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 HX0381
 HX0381  VERT ORDER  -  SECOND    CLASS 0
 HX0381
 HX0381.The horizontal coordinates were scaled from a topographic map and have
 HX0381.an estimated accuracy of +/- 6 seconds.
 HX0381
 HX0381.The orthometric height was determined by differential leveling
 HX0381.and adjusted by the National Geodetic Survey in June 1991..
 HX0381
 HX0381.The geoid height was determined by GEOID03.
 HX0381
 HX0381.The dynamic height is computed by dividing the NAVD 88
 HX0381.geopotential number by the normal gravity value computed on the
 HX0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0381.degrees latitude (g = 980.6199 gals.).
 HX0381
 HX0381.The modeled gravity was interpolated from observed gravity values.
 HX0381
 HX0381;                    North         East    Units  Estimated Accuracy
 HX0381;SPC WV S     -   185,100.      682,870.      MT  (+/- 180 meters Scaled)
 HX0381
 HX0381                          SUPERSEDED SURVEY CONTROL
 HX0381
 HX0381  NGVD 29 (??/??/92) 1017.756  (m)         3339.09   (f) ADJ UNCH    2 0
 HX0381
 HX0381.Superseded values are not recommended for survey control.
 HX0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0381.See file dsdata.txt to determine how the superseded data were derived.
 HX0381
 HX0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC828799(NAD 83)
 HX0381_MARKER: DB = BENCH MARK DISK
 HX0381_SETTING: 80 = SET IN A BOULDER
 HX0381_SP_SET: BOULDER
 HX0381_STAMPING: F 277 1962
 HX0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0381+STABILITY: SURFACE MOTION
 HX0381
 HX0381  HISTORY     - Date     Condition        Report By
 HX0381  HISTORY     - 1962     MONUMENTED       CGS
 HX0381
 HX0381                          STATION DESCRIPTION
 HX0381
 HX0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0381'10.8 MI SW FROM HUTTONSVILLE.
 HX0381'ABOUT 7.1 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST
 HX0381'OFFICE AT HUTTONSVILLE, THENCE 3.7 MILES NORTHWEST ALONG COUNTY
 HX0381'ROAD 219/16 (GRAVEL), AT A Y ROAD JUNCTION THAT IS AT THE
 HX0381'ENTRANCE TO KUMBRABOW STATE FOREST, ON TOP OF A ROCK THAT IS
 HX0381'ABOUT 8-BY 5-FOOT WIDE AND IS EMBEDDED IN THE GROUND, 53 FEET
 HX0381'WEST OF THE CENTER LINE OF THE ROAD, 113 FEET SOUTH OF THE CENTER
 HX0381'OF THE JUNCTION, 2.8 FEET WEST OF THE EAST EDGE OF THE ROCK,
 HX0381'AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2129 ***********************************************************************
 HW2129  DESIGNATION -  F 278
 HW2129  PID         -  HW2129
 HW2129  STATE/COUNTY-  WV/RANDOLPH
 HW2129  USGS QUAD   -  BEVERLY WEST (1995)
 HW2129
 HW2129                         *CURRENT SURVEY CONTROL
 HW2129  ___________________________________________________________________
 HW2129* NAD 83(1986)-  38 50 01.     (N)    079 58 35.     (W)     SCALED    
 HW2129* NAVD 88     -       822.654  (meters)    2698.99   (feet)  ADJUSTED  
 HW2129  ___________________________________________________________________
 HW2129  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HW2129  DYNAMIC HT  -         822.052 (meters)    2697.02  (feet)  COMP
 HW2129  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 HW2129
 HW2129  VERT ORDER  -  SECOND    CLASS 0
 HW2129
 HW2129.The horizontal coordinates were scaled from a topographic map and have
 HW2129.an estimated accuracy of +/- 6 seconds.
 HW2129
 HW2129.The orthometric height was determined by differential leveling
 HW2129.and adjusted by the National Geodetic Survey in June 1991..
 HW2129
 HW2129.The geoid height was determined by GEOID03.
 HW2129
 HW2129.The dynamic height is computed by dividing the NAVD 88
 HW2129.geopotential number by the normal gravity value computed on the
 HW2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2129.degrees latitude (g = 980.6199 gals.).
 HW2129
 HW2129.The modeled gravity was interpolated from observed gravity values.
 HW2129
 HW2129;                    North         East    Units  Estimated Accuracy
 HW2129;SPC WV S     -   204,010.      688,880.      MT  (+/- 180 meters Scaled)
 HW2129
 HW2129                          SUPERSEDED SURVEY CONTROL
 HW2129
 HW2129  NGVD 29 (??/??/92)  822.809  (m)         2699.50   (f) ADJ UNCH    2 0
 HW2129
 HW2129.Superseded values are not recommended for survey control.
 HW2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2129.See file dsdata.txt to determine how the superseded data were derived.
 HW2129
 HW2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC888988(NAD 83)
 HW2129_MARKER: DB = BENCH MARK DISK
 HW2129_SETTING: 80 = SET IN A BOULDER
 HW2129_STAMPING: F 278 1962
 HW2129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2129+STABILITY: SURFACE MOTION
 HW2129
 HW2129  HISTORY     - Date     Condition        Report By
 HW2129  HISTORY     - 1962     MONUMENTED       CGS
 HW2129
 HW2129                          STATION DESCRIPTION
 HW2129
 HW2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2129'4.6 MI SE FROM CASSITY.
 HW2129'ABOUT 3.4 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2129'OFFICE AT CASSITY, THENCE 1.2 MILES SOUTHEAST ALONG A WOODS ROAD,
 HW2129'0.4 MILE SOUTH OF CASSITY FORK, SET ON TOP OF A ROCK BOULDER
 HW2129'THAT IS 4-BY 6-FOOT LONG AND IS EMBEDDED IN THE GROUND, 36 FEET
 HW2129'NORTHEAST OF THE CENTER LINE OF THE ROAD, 0.9 FOOT EAST OF THE
 HW2129'WEST EDGE OF THE ROCK, AND IS ABOUT 4 FEET ABOVE THE LEVEL OF
 HW2129'THE ROAD.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED ALONG A
 HW2129'BLACK TOP ROAD FROM THE POST OFFICE 3.3 MILES SOUTHEAST ALONG
 HW2129'A WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2113 ***********************************************************************
 HW2113  DESIGNATION -  F 279
 HW2113  PID         -  HW2113
 HW2113  STATE/COUNTY-  WV/RANDOLPH
 HW2113  USGS QUAD   -  MILL CREEK (1995)
 HW2113
 HW2113                         *CURRENT SURVEY CONTROL
 HW2113  ___________________________________________________________________
 HW2113* NAD 83(1986)-  38 43 03.     (N)    079 53 42.     (W)     SCALED    
 HW2113* NAVD 88     -       731.892  (meters)    2401.22   (feet)  ADJUSTED  
 HW2113  ___________________________________________________________________
 HW2113  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HW2113  DYNAMIC HT  -         731.334 (meters)    2399.39  (feet)  COMP
 HW2113  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 HW2113
 HW2113  VERT ORDER  -  SECOND    CLASS 0
 HW2113
 HW2113.The horizontal coordinates were scaled from a topographic map and have
 HW2113.an estimated accuracy of +/- 6 seconds.
 HW2113
 HW2113.The orthometric height was determined by differential leveling
 HW2113.and adjusted by the National Geodetic Survey in June 1991..
 HW2113
 HW2113.The geoid height was determined by GEOID03.
 HW2113
 HW2113.The dynamic height is computed by dividing the NAVD 88
 HW2113.geopotential number by the normal gravity value computed on the
 HW2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2113.degrees latitude (g = 980.6199 gals.).
 HW2113
 HW2113.The modeled gravity was interpolated from observed gravity values.
 HW2113
 HW2113;                    North         East    Units  Estimated Accuracy
 HW2113;SPC WV S     -   191,200.      696,100.      MT  (+/- 180 meters Scaled)
 HW2113
 HW2113                          SUPERSEDED SURVEY CONTROL
 HW2113
 HW2113  NGVD 29 (??/??/92)  732.021  (m)         2401.64   (f) ADJ UNCH    2 0
 HW2113
 HW2113.Superseded values are not recommended for survey control.
 HW2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2113.See file dsdata.txt to determine how the superseded data were derived.
 HW2113
 HW2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC960860(NAD 83)
 HW2113_MARKER: DB = BENCH MARK DISK
 HW2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2113_STAMPING: F 279 1962
 HW2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2113+STABILITY: SURFACE MOTION
 HW2113
 HW2113  HISTORY     - Date     Condition        Report By
 HW2113  HISTORY     - 1962     MONUMENTED       CGS
 HW2113
 HW2113                          STATION DESCRIPTION
 HW2113
 HW2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2113'5.1 MI S FROM VALLEY BEND.
 HW2113'ABOUT 0.7 MILE SOUTH ALONG COUNTY ROAD 37 (BLACK TOP) FROM THE
 HW2113'POST OFFICE AT VALLEY BEND, THENCE ABOUT 0.6 MILE WEST AND THEN
 HW2113'SOUTH ALONG COUNTY ROAD 39 (BLACK TOP), THENCE 3.8 MILES SOUTH
 HW2113'ALONG COUNTY ROAD 39/1 (GRAVEL), 0.05 MILE SOUTHWEST OF A POINT
 HW2113'WHERE THE ROAD FORDS SHAVERS RUN, AT A ROAD JUNCTION, 27 FEET
 HW2113'NORTH OF THE CENTER OF THE JUNCTION, 18 FEET NORTHWEST OF THE CENTER
 HW2113'LINE OF THE ROAD, 16 FEET SOUTH OF A TWELVE INCH MAPLE TREE THAT
 HW2113'HAS A NAIL AND WASHER IN ITS ROOT, 2 FEET SOUTH OF A STEEL WITNESS
 HW2113'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE POST THAT
 HW2113'IS PROJECTING 3 INCHES ABOVE THE GROUND.  BE NAIL AND WASHER-- ABOUT
 HW2113'16 FEET NORTH OF BENCH MARK F 279 IN THE ROOT OF A TWELVE INCH
 HW2113'MAPLE TREE.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY
 HW2113'GOING ABOUT 8.15 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN
 HW2113'MARYLAND RAILWAY FROM THE CROSSING  OF U.S. HIGHWAY 250 AT CHEAT
 HW2113'BRIDGE, THENCE 4.0 MILES NORTHEAST ALONG MONONGAHELA NATIONAL FOREST
 HW2113'ROAD 49, THENCE 0.5 MILE SOUTHWEST ALONG FOREST SERVICE ROAD 92,
 HW2113'THENCE 4.6 MILES NORTH ALONG A WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0779 ***********************************************************************
 KY0779  DESIGNATION -  F 28
 KY0779  PID         -  KY0779
 KY0779  STATE/COUNTY-  WV/BROOKE
 KY0779  USGS QUAD   -  TILTONSVILLE (1985)
 KY0779
 KY0779                         *CURRENT SURVEY CONTROL
 KY0779  ___________________________________________________________________
 KY0779* NAD 83(1986)-  40 14 31.     (N)    080 38 58.     (W)     SCALED    
 KY0779* NAVD 88     -       201.607  (meters)     661.44   (feet)  ADJUSTED  
 KY0779  ___________________________________________________________________
 KY0779  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KY0779  DYNAMIC HT  -         201.501 (meters)     661.09  (feet)  COMP
 KY0779  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 KY0779
 KY0779  VERT ORDER  -  FIRST     CLASS II
 KY0779
 KY0779.The horizontal coordinates were scaled from a topographic map and have
 KY0779.an estimated accuracy of +/- 6 seconds.
 KY0779
 KY0779.The orthometric height was determined by differential leveling
 KY0779.and adjusted by the National Geodetic Survey in June 1991..
 KY0779
 KY0779.The geoid height was determined by GEOID03.
 KY0779
 KY0779.The dynamic height is computed by dividing the NAVD 88
 KY0779.geopotential number by the normal gravity value computed on the
 KY0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0779.degrees latitude (g = 980.6199 gals.).
 KY0779
 KY0779.The modeled gravity was interpolated from observed gravity values.
 KY0779
 KY0779;                    North         East    Units  Estimated Accuracy
 KY0779;SPC WV N     -   194,020.      502,200.      MT  (+/- 180 meters Scaled)
 KY0779
 KY0779                          SUPERSEDED SURVEY CONTROL
 KY0779
 KY0779  NGVD 29 (??/??/92)  201.796  (m)          662.06   (f) ADJ UNCH    1 2
 KY0779
 KY0779.Superseded values are not recommended for survey control.
 KY0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0779.See file dsdata.txt to determine how the superseded data were derived.
 KY0779
 KY0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE298546(NAD 83)
 KY0779_MARKER: DB = BENCH MARK DISK
 KY0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0779_STAMPING: F 28 1935
 KY0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0779+STABILITY: SURFACE MOTION
 KY0779
 KY0779  HISTORY     - Date     Condition        Report By
 KY0779  HISTORY     - 1935     MONUMENTED       CGS
 KY0779  HISTORY     - 1955     MARK NOT FOUND   NGS
 KY0779  HISTORY     - 1955     MARK NOT FOUND   USGS
 KY0779  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0779
 KY0779                          STATION DESCRIPTION
 KY0779
 KY0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KY0779'2.8 MI S FROM WELLSBURG.
 KY0779'2.8 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0779'SEVENTH STREET CROSSING AT WELLSBURG, BROOKE COUNTY, 0.2 MILE
 KY0779'NORTH OF MILEPOST 11, 21 FEET WEST OF AN ELECTRIC RAILWAY CONCRETE
 KY0779'BRIDGE, 24 FEET EAST OF THE CENTER OF THE TRACKS, 15 FEET LOWER
 KY0779'THAN A POINT 75 FEET WEST OF STATE HIGHWAY 2, AND ABOUT 3 FEET
 KY0779'LOWER THAN THE RAILS.  A STANDARD DISK, STAMPED F 28 1935 AND SET
 KY0779'IN THE TOP OF A CONCRETE POST.
 KY0779
 KY0779                          STATION RECOVERY (1955)
 KY0779
 KY0779'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KY0779'MARK NOT FOUND.
 KY0779
 KY0779                          STATION RECOVERY (1983)
 KY0779
 KY0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0779'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK BEING
 KY0779'FOUND, DESCRIPTION INADEQUATE TO RECOVER MARK.  NOTE--USGS WAS UNABLE
 KY0779'TO RECOVER THIS MARK IN NOVEMBER 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0479 ***********************************************************************
 HX0479  DESIGNATION -  F 280
 HX0479  PID         -  HX0479
 HX0479  STATE/COUNTY-  WV/RANDOLPH
 HX0479  USGS QUAD   -  CASSITY (1977)
 HX0479
 HX0479                         *CURRENT SURVEY CONTROL
 HX0479  ___________________________________________________________________
 HX0479* NAD 83(1986)-  38 50 10.     (N)    080 03 03.     (W)     SCALED    
 HX0479* NAVD 88     -       606.860  (meters)    1991.01   (feet)  ADJUSTED  
 HX0479  ___________________________________________________________________
 HX0479  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 HX0479  DYNAMIC HT  -         606.421 (meters)    1989.57  (feet)  COMP
 HX0479  MODELED GRAV-     979,886.0   (mgal)                       NAVD 88
 HX0479
 HX0479  VERT ORDER  -  SECOND    CLASS 0
 HX0479
 HX0479.The horizontal coordinates were scaled from a topographic map and have
 HX0479.an estimated accuracy of +/- 6 seconds.
 HX0479
 HX0479.The orthometric height was determined by differential leveling
 HX0479.and adjusted by the National Geodetic Survey in June 1991..
 HX0479
 HX0479.The geoid height was determined by GEOID03.
 HX0479
 HX0479.The dynamic height is computed by dividing the NAVD 88
 HX0479.geopotential number by the normal gravity value computed on the
 HX0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0479.degrees latitude (g = 980.6199 gals.).
 HX0479
 HX0479.The modeled gravity was interpolated from observed gravity values.
 HX0479
 HX0479;                    North         East    Units  Estimated Accuracy
 HX0479;SPC WV S     -   204,220.      682,410.      MT  (+/- 180 meters Scaled)
 HX0479
 HX0479                          SUPERSEDED SURVEY CONTROL
 HX0479
 HX0479  NGVD 29 (??/??/92)  607.016  (m)         1991.52   (f) ADJ UNCH    2 0
 HX0479
 HX0479.Superseded values are not recommended for survey control.
 HX0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0479.See file dsdata.txt to determine how the superseded data were derived.
 HX0479
 HX0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC823990(NAD 83)
 HX0479_MARKER: DB = BENCH MARK DISK
 HX0479_SETTING: 80 = SET IN A BOULDER
 HX0479_SP_SET: BOULDER
 HX0479_STAMPING: F 280 1962
 HX0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0479+STABILITY: SURFACE MOTION
 HX0479
 HX0479  HISTORY     - Date     Condition        Report By
 HX0479  HISTORY     - 1962     MONUMENTED       CGS
 HX0479
 HX0479                          STATION DESCRIPTION
 HX0479
 HX0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0479'1.4 MI NW FROM CASSITY.
 HX0479'ABOUT 1.4 MILES NORTHWEST ALONG THE MIDDLE FORK RAILROAD FROM
 HX0479'THE POST OFFICE AT CASSITY, ABOUT 0.1 MILE NORTHWEST OF A COAL
 HX0479'TIPPLE, SET ON TOP OF AN EMBEDDED ROCK THAT IS 14-FOOT LONG AND
 HX0479'4-FOOT HIGH, 23 FEET NORTHWEST OF A SWITCH, 29 1/2 FEET SOUTHWEST
 HX0479'OF THE CENTER OF A WOODS ROAD, 5 FEET NORTHEAST OF THE NORTHEAST
 HX0479'RAIL, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2016 ***********************************************************************
 HW2016  DESIGNATION -  F 281
 HW2016  PID         -  HW2016
 HW2016  STATE/COUNTY-  WV/RANDOLPH
 HW2016  USGS QUAD   -  JUNIOR (1976)
 HW2016
 HW2016                         *CURRENT SURVEY CONTROL
 HW2016  ___________________________________________________________________
 HW2016* NAD 83(1986)-  38 55 51.     (N)    079 57 55.     (W)     SCALED    
 HW2016* NAVD 88     -       600.604  (meters)    1970.48   (feet)  ADJUSTED  
 HW2016  ___________________________________________________________________
 HW2016  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HW2016  DYNAMIC HT  -         600.178 (meters)    1969.08  (feet)  COMP
 HW2016  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 HW2016
 HW2016  VERT ORDER  -  FIRST     CLASS II
 HW2016
 HW2016.The horizontal coordinates were scaled from a topographic map and have
 HW2016.an estimated accuracy of +/- 6 seconds.
 HW2016
 HW2016.The orthometric height was determined by differential leveling
 HW2016.and adjusted by the National Geodetic Survey in June 1991..
 HW2016
 HW2016.The geoid height was determined by GEOID03.
 HW2016
 HW2016.The dynamic height is computed by dividing the NAVD 88
 HW2016.geopotential number by the normal gravity value computed on the
 HW2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2016.degrees latitude (g = 980.6199 gals.).
 HW2016
 HW2016.The modeled gravity was interpolated from observed gravity values.
 HW2016
 HW2016;                    North         East    Units  Estimated Accuracy
 HW2016;SPC WV S     -   214,810.      689,720.      MT  (+/- 180 meters Scaled)
 HW2016
 HW2016                          SUPERSEDED SURVEY CONTROL
 HW2016
 HW2016  NGVD 29 (??/??/92)  600.771  (m)         1971.03   (f) ADJ UNCH    1 2
 HW2016
 HW2016.Superseded values are not recommended for survey control.
 HW2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2016.See file dsdata.txt to determine how the superseded data were derived.
 HW2016
 HW2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND896096(NAD 83)
 HW2016_MARKER: DB = BENCH MARK DISK
 HW2016_SETTING: 80 = SET IN A BOULDER
 HW2016_STAMPING: F 281 1962
 HW2016_MARK LOGO: CGS   
 HW2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2016+STABILITY: SURFACE MOTION
 HW2016
 HW2016  HISTORY     - Date     Condition        Report By
 HW2016  HISTORY     - 1962     MONUMENTED       CGS
 HW2016  HISTORY     - 1983     GOOD             NGS
 HW2016
 HW2016                          STATION DESCRIPTION
 HW2016
 HW2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2016'AT NORTON.
 HW2016'AT NORTON, SET VERTICALLY IN THE WEST FACE OF AN EMBEDDED
 HW2016'BOULDER THAT IS ABOUT 15-BY 25-FOOT LONG AND 5 1/2 FEET HIGH
 HW2016'AT THE MARK, 25 1/2 FEET NORTHEAST OF THE NORTHWEST CORNER
 HW2016'OF A HOUSE, 90 FEET SOUTHWEST OF THE POST OFFICE, 43 FEET
 HW2016'SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND IS ABOUT 2 FEET
 HW2016'ABOVE THE LEVEL OF THE ROAD.
 HW2016
 HW2016                          STATION RECOVERY (1983)
 HW2016
 HW2016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2106 ***********************************************************************
 HW2106  DESIGNATION -  F 282
 HW2106  PID         -  HW2106
 HW2106  STATE/COUNTY-  WV/RANDOLPH
 HW2106  USGS QUAD   -  MILL CREEK (1995)
 HW2106
 HW2106                         *CURRENT SURVEY CONTROL
 HW2106  ___________________________________________________________________
 HW2106* NAD 83(1986)-  38 41 13.     (N)    079 52 34.     (W)     SCALED    
 HW2106* NAVD 88     -      1155.350  (meters)    3790.51   (feet)  ADJUSTED  
 HW2106  ___________________________________________________________________
 HW2106  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HW2106  DYNAMIC HT  -        1154.459 (meters)    3787.59  (feet)  COMP
 HW2106  MODELED GRAV-     979,814.0   (mgal)                       NAVD 88
 HW2106
 HW2106  VERT ORDER  -  SECOND    CLASS 0
 HW2106
 HW2106.The horizontal coordinates were scaled from a topographic map and have
 HW2106.an estimated accuracy of +/- 6 seconds.
 HW2106
 HW2106.The orthometric height was determined by differential leveling
 HW2106.and adjusted by the National Geodetic Survey in June 1991..
 HW2106
 HW2106.The geoid height was determined by GEOID03.
 HW2106
 HW2106.The dynamic height is computed by dividing the NAVD 88
 HW2106.geopotential number by the normal gravity value computed on the
 HW2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2106.degrees latitude (g = 980.6199 gals.).
 HW2106
 HW2106.The modeled gravity was interpolated from observed gravity values.
 HW2106
 HW2106;                    North         East    Units  Estimated Accuracy
 HW2106;SPC WV S     -   187,830.      697,780.      MT  (+/- 180 meters Scaled)
 HW2106
 HW2106                          SUPERSEDED SURVEY CONTROL
 HW2106
 HW2106  NGVD 29 (??/??/92) 1155.483  (m)         3790.95   (f) ADJ UNCH    2 0
 HW2106
 HW2106.Superseded values are not recommended for survey control.
 HW2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2106.See file dsdata.txt to determine how the superseded data were derived.
 HW2106
 HW2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC977826(NAD 83)
 HW2106_MARKER: DB = BENCH MARK DISK
 HW2106_SETTING: 80 = SET IN A BOULDER
 HW2106_STAMPING: F 282 1962
 HW2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2106+STABILITY: SURFACE MOTION
 HW2106
 HW2106  HISTORY     - Date     Condition        Report By
 HW2106  HISTORY     - 1962     MONUMENTED       CGS
 HW2106
 HW2106                          STATION DESCRIPTION
 HW2106
 HW2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2106'11.2 MI N FROM CHEAT BRIDGE.
 HW2106'ABOUT 8.15 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN MARYLAND
 HW2106'RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE,
 HW2106'THENCE 3.0 MILES NORTHEAST ALONG MONONGAHELA NATIONAL FOREST
 HW2106'ROAD 49, SET ON TOP OF THE NORTHEAST CORNER OF AN EMBEDDED
 HW2106'BOULDER THAT IS ABOUT 5-BY 11-FOOT LONG AND 3 1/2-FOOT HIGH, 26
 HW2106'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 1/2
 HW2106'FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1920 ***********************************************************************
 HW1920  DESIGNATION -  F 283
 HW1920  PID         -  HW1920
 HW1920  STATE/COUNTY-  WV/RANDOLPH
 HW1920  USGS QUAD   -  GLADY (1995)
 HW1920
 HW1920                         *CURRENT SURVEY CONTROL
 HW1920  ___________________________________________________________________
 HW1920* NAD 83(1986)-  38 46 58.     (N)    079 43 47.     (W)     SCALED    
 HW1920* NAVD 88     -       906.611  (meters)    2974.44   (feet)  ADJUSTED  
 HW1920  ___________________________________________________________________
 HW1920  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HW1920  DYNAMIC HT  -         905.912 (meters)    2972.15  (feet)  COMP
 HW1920  MODELED GRAV-     979,826.2   (mgal)                       NAVD 88
 HW1920
 HW1920  VERT ORDER  -  SECOND    CLASS 0
 HW1920
 HW1920.The horizontal coordinates were scaled from a topographic map and have
 HW1920.an estimated accuracy of +/- 6 seconds.
 HW1920
 HW1920.The orthometric height was determined by differential leveling
 HW1920.and adjusted by the National Geodetic Survey in June 1991..
 HW1920
 HW1920.The geoid height was determined by GEOID03.
 HW1920
 HW1920.The dynamic height is computed by dividing the NAVD 88
 HW1920.geopotential number by the normal gravity value computed on the
 HW1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1920.degrees latitude (g = 980.6199 gals.).
 HW1920
 HW1920.The modeled gravity was interpolated from observed gravity values.
 HW1920
 HW1920;                    North         East    Units  Estimated Accuracy
 HW1920;SPC WV S     -   198,630.      710,370.      MT  (+/- 180 meters Scaled)
 HW1920
 HW1920                          SUPERSEDED SURVEY CONTROL
 HW1920
 HW1920  NGVD 29 (??/??/92)  906.742  (m)         2974.87   (f) ADJ UNCH    2 0
 HW1920
 HW1920.Superseded values are not recommended for survey control.
 HW1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1920.See file dsdata.txt to determine how the superseded data were derived.
 HW1920
 HW1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC103934(NAD 83)
 HW1920_MARKER: DB = BENCH MARK DISK
 HW1920_SETTING: 66 = SET IN ROCK OUTCROP
 HW1920_SP_SET: ROCK OUTCROP
 HW1920_STAMPING: F 283 1962
 HW1920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1920+STABILITY: POSITION/ELEVATION WELL
 HW1920
 HW1920  HISTORY     - Date     Condition        Report By
 HW1920  HISTORY     - 1962     MONUMENTED       CGS
 HW1920  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1920  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1920
 HW1920                          STATION DESCRIPTION
 HW1920
 HW1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1920'1.2 MI SW FROM GLADY.
 HW1920'ABOUT 0.45 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE
 HW1920'POST OFFICE AT GLADY, THENCE ABOUT 0.8 MILE SOUTHWEST ALONG THE
 HW1920'WESTERN MARYLAND RAILWAY, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HW1920'EXTENDING TO THE SOUTH AND SOUTHWEST, 0.1 MILE NORTHWEST OF A
 HW1920'WHITE FRAME FARM HOUSE, 37 RAIL SOUTHWEST OF MILEPOST E 25,
 HW1920'21 FEET NORTHEAST OF A WIRE FENCE, 79 YARDS NORTHWEST OF THE
 HW1920'NORTHWEST RAIL, 75 YARDS WEST OF THE NORTHWEST END OF A 3-FOOT
 HW1920'BOX CULVERT UNDER THE RAILROAD, AND ABOUT 5 FEET ABOVE THE
 HW1920'LEVEL OF THE RAIL.  NOTE-- THIS MARK IS SET IN THE TOP OF A LARGE
 HW1920'ROCK OUTCROP.
 HW1920
 HW1920                          STATION RECOVERY (1983)
 HW1920
 HW1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1920'MARK NOT FOUND.
 HW1920
 HW1920                          STATION RECOVERY (1983)
 HW1920
 HW1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1402 ***********************************************************************
 GX1402  DESIGNATION -  F 284
 GX1402  PID         -  GX1402
 GX1402  STATE/COUNTY-  WV/MERCER
 GX1402  USGS QUAD   -  PRINCETON (1976)
 GX1402
 GX1402                         *CURRENT SURVEY CONTROL
 GX1402  ___________________________________________________________________
 GX1402* NAD 83(1986)-  37 18 54.     (N)    081 03 09.     (W)     SCALED    
 GX1402* NAVD 88     -       596.094  (meters)    1955.69   (feet)  ADJUSTED  
 GX1402  ___________________________________________________________________
 GX1402  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1402  DYNAMIC HT  -         595.558 (meters)    1953.93  (feet)  COMP
 GX1402  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 GX1402
 GX1402  VERT ORDER  -  FIRST     CLASS II
 GX1402
 GX1402.The horizontal coordinates were scaled from a topographic map and have
 GX1402.an estimated accuracy of +/- 6 seconds.
 GX1402
 GX1402.The orthometric height was determined by differential leveling
 GX1402.and adjusted by the National Geodetic Survey in June 1991..
 GX1402
 GX1402.The geoid height was determined by GEOID03.
 GX1402
 GX1402.The dynamic height is computed by dividing the NAVD 88
 GX1402.geopotential number by the normal gravity value computed on the
 GX1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1402.degrees latitude (g = 980.6199 gals.).
 GX1402
 GX1402.The modeled gravity was interpolated from observed gravity values.
 GX1402
 GX1402;                    North         East    Units  Estimated Accuracy
 GX1402;SPC WV S     -    34,960.      595,350.      MT  (+/- 180 meters Scaled)
 GX1402
 GX1402                          SUPERSEDED SURVEY CONTROL
 GX1402
 GX1402  NGVD 29 (??/??/92)  596.197  (m)         1956.02   (f) ADJ UNCH    1 2
 GX1402
 GX1402.Superseded values are not recommended for survey control.
 GX1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1402.See file dsdata.txt to determine how the superseded data were derived.
 GX1402
 GX1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB953298(NAD 83)
 GX1402_MARKER: DB = BENCH MARK DISK
 GX1402_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX1402_STAMPING: F 284 1965
 GX1402_MARK LOGO: CGS   
 GX1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1402
 GX1402  HISTORY     - Date     Condition        Report By
 GX1402  HISTORY     - 1965     MONUMENTED       CGS
 GX1402  HISTORY     - 1980     GOOD             LOCSUR
 GX1402  HISTORY     - 1984     GOOD             NGS
 GX1402
 GX1402                          STATION DESCRIPTION
 GX1402
 GX1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1402'5.8 MI W FROM OAKVALE.
 GX1402'ABOUT 5.8 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1402'THE STATION AT OAKVALE, ABOUT 0.25 MILE NORTH EAST OF MILEPOST
 GX1402'N-353, AT A VILLAGE LOCALLY KNOWN AS INGLESIDE, SET IN TOP OF
 GX1402'THE NORTHEAST ABUTMENT (DIRECTLY BETWEEN THE TWO TRACKS) OF
 GX1402'BRIDGE 831 OVER THE EAST RIVER AND STATE HIGHWAY 12, 4.6 FEET
 GX1402'NORTHWEST OF THE NORTHWEST RAIL OF THE EAST-BOUND TRACK, 4.3
 GX1402'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE WEST-BOUND TRACK AND
 GX1402'ABOUT LEVEL WITH THE TRACK.
 GX1402
 GX1402                          STATION RECOVERY (1980)
 GX1402
 GX1402'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1402'RECOVERED IN GOOD CONDITION.
 GX1402
 GX1402                          STATION RECOVERY (1984)
 GX1402
 GX1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1923 ***********************************************************************
 HW1923  DESIGNATION -  F 3
 HW1923  PID         -  HW1923
 HW1923  STATE/COUNTY-  WV/RANDOLPH
 HW1923  USGS QUAD   -  GLADY (1995)
 HW1923
 HW1923                         *CURRENT SURVEY CONTROL
 HW1923  ___________________________________________________________________
 HW1923* NAD 83(1986)-  38 45 42.     (N)    079 44 47.     (W)     SCALED    
 HW1923* NAVD 88     -       926.818  (meters)    3040.74   (feet)  ADJUSTED  
 HW1923  ___________________________________________________________________
 HW1923  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HW1923  DYNAMIC HT  -         926.101 (meters)    3038.38  (feet)  COMP
 HW1923  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 HW1923
 HW1923  VERT ORDER  -  FIRST     CLASS II
 HW1923
 HW1923.The horizontal coordinates were scaled from a topographic map and have
 HW1923.an estimated accuracy of +/- 6 seconds.
 HW1923
 HW1923.The orthometric height was determined by differential leveling
 HW1923.and adjusted by the National Geodetic Survey in June 1991..
 HW1923
 HW1923.The geoid height was determined by GEOID03.
 HW1923
 HW1923.The dynamic height is computed by dividing the NAVD 88
 HW1923.geopotential number by the normal gravity value computed on the
 HW1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1923.degrees latitude (g = 980.6199 gals.).
 HW1923
 HW1923.The modeled gravity was interpolated from observed gravity values.
 HW1923
 HW1923;                    North         East    Units  Estimated Accuracy
 HW1923;SPC WV S     -   196,270.      708,950.      MT  (+/- 180 meters Scaled)
 HW1923
 HW1923                          SUPERSEDED SURVEY CONTROL
 HW1923
 HW1923  NGVD 29 (??/??/92)  926.950  (m)         3041.17   (f) ADJ UNCH    1 2
 HW1923
 HW1923.Superseded values are not recommended for survey control.
 HW1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1923.See file dsdata.txt to determine how the superseded data were derived.
 HW1923
 HW1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC089910(NAD 83)
 HW1923_MARKER: DB = BENCH MARK DISK
 HW1923_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW1923_STAMPING: F 3 1933
 HW1923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1923
 HW1923  HISTORY     - Date     Condition        Report By
 HW1923  HISTORY     - 1933     MONUMENTED       CGS
 HW1923  HISTORY     - 1962     GOOD             NGS
 HW1923  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1923  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1923
 HW1923                          STATION DESCRIPTION
 HW1923
 HW1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1923'3 MI SW FROM GLADY.
 HW1923'ABOUT 0.45 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HW1923'AT GLADY, THENCE ABOUT 2.55 MILES SOUTHWEST ALONG THE WESTERN
 HW1923'MARYLAND RAILWAY, SET ON TOP OF THE SOUTHWEST CORNER OF A ROCK
 HW1923'THAT IS ABOUT 3-BY 3-FOOT LONG AND 1-FOOT HIGH, 48 FEET NORTH
 HW1923'OF THREE SUGAR MAPLE TREES, 81 FEET NORTH OF BENCH MARK 3035
 HW1923'USGS, 66 FEET NORTHWEST OF THE NORTHWEST RAIL, 56 YARDS SOUTHWEST
 HW1923'OF MILEPOST E 27, AND IS ABOUT 8 FEET ABOVE THE LEVEL OF THE RAIL.
 HW1923
 HW1923                          STATION RECOVERY (1983)
 HW1923
 HW1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1923'MARK NOT FOUND.
 HW1923
 HW1923                          STATION RECOVERY (1983)
 HW1923
 HW1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1509 ***********************************************************************
 GX1509  DESIGNATION -  F 30
 GX1509  PID         -  GX1509
 GX1509  STATE/COUNTY-  WV/MERCER
 GX1509  USGS QUAD   -  BLUEFIELD (1979)
 GX1509
 GX1509                         *CURRENT SURVEY CONTROL
 GX1509  ___________________________________________________________________
 GX1509* NAD 83(1986)-  37 16 03.     (N)    081 13 20.     (W)     SCALED    
 GX1509* NAVD 88     -       795.847  (meters)    2611.04   (feet)  ADJUSTED  
 GX1509  ___________________________________________________________________
 GX1509  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GX1509  DYNAMIC HT  -         795.130 (meters)    2608.69  (feet)  COMP
 GX1509  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 GX1509
 GX1509  VERT ORDER  -  FIRST     CLASS II
 GX1509
 GX1509.The horizontal coordinates were scaled from a topographic map and have
 GX1509.an estimated accuracy of +/- 6 seconds.
 GX1509
 GX1509.The orthometric height was determined by differential leveling
 GX1509.and adjusted by the National Geodetic Survey in June 1991..
 GX1509.WARNING-Repeat measurements at this control monument indicate possible
 GX1509.vertical movement.
 GX1509
 GX1509.The geoid height was determined by GEOID03.
 GX1509
 GX1509.The dynamic height is computed by dividing the NAVD 88
 GX1509.geopotential number by the normal gravity value computed on the
 GX1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1509.degrees latitude (g = 980.6199 gals.).
 GX1509
 GX1509.The modeled gravity was interpolated from observed gravity values.
 GX1509
 GX1509;                    North         East    Units  Estimated Accuracy
 GX1509;SPC WV S     -    29,710.      580,290.      MT  (+/- 180 meters Scaled)
 GX1509
 GX1509                          SUPERSEDED SURVEY CONTROL
 GX1509
 GX1509  NGVD 29 (??/??/92)  795.915  (m)         2611.26   (f) ADJ UNCH    1 2
 GX1509
 GX1509.Superseded values are not recommended for survey control.
 GX1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1509.See file dsdata.txt to determine how the superseded data were derived.
 GX1509
 GX1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB802245(NAD 83)
 GX1509_MARKER: DB = BENCH MARK DISK
 GX1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1509_STAMPING: F 30 1934
 GX1509_MARK LOGO: CGS   
 GX1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1509+STABILITY: SURFACE MOTION
 GX1509
 GX1509  HISTORY     - Date     Condition        Report By
 GX1509  HISTORY     - 1934     MONUMENTED       CGS
 GX1509  HISTORY     - 1965     GOOD             NGS
 GX1509  HISTORY     - 1984     GOOD             NGS
 GX1509
 GX1509                          STATION DESCRIPTION
 GX1509
 GX1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1509'AT BLUEFIELD.
 GX1509'AT BLUEFIELD, NEAR THE INTERSECTION OF BLAND AND RAMSEY STREETS,
 GX1509'IN THE EAST LAWN OF THE BLUEFIELD MUNICIPAL BUILDING, 34 1/2 FEET
 GX1509'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 21.2 FEET WEST OF
 GX1509'THE WEST CURB OF BLAND STREET, 10.7 FEET SOUTH OF THE SOUTH EDGE
 GX1509'OF THE CONCRETE WALL AT THE SOUTH END OF THE STEPS LEADING TO THE
 GX1509'EAST ENTRANCE OF THE BUILDING, 8 FEET EAST OF THE EAST FACE OF THE
 GX1509'BUILDING AND ABOUT 10 FEET HIGHER THAN BLAND STREET, SET IN THE
 GX1509'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 GX1509'GROUND.
 GX1509
 GX1509                          STATION RECOVERY (1984)
 GX1509
 GX1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0751 ***********************************************************************
 JW0751  DESIGNATION -  F 31
 JW0751  PID         -  JW0751
 JW0751  STATE/COUNTY-  WV/MINERAL
 JW0751  USGS QUAD   -  MOUNT STORM (1981)
 JW0751
 JW0751                         *CURRENT SURVEY CONTROL
 JW0751  ___________________________________________________________________
 JW0751* NAD 83(1986)-  39 22 18.     (N)    079 12 38.     (W)     SCALED    
 JW0751* NAVD 88     -       524.377  (meters)    1720.39   (feet)  ADJUSTED  
 JW0751  ___________________________________________________________________
 JW0751  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JW0751  DYNAMIC HT  -         524.013 (meters)    1719.20  (feet)  COMP
 JW0751  MODELED GRAV-     979,916.6   (mgal)                       NAVD 88
 JW0751
 JW0751  VERT ORDER  -  SECOND    CLASS 0
 JW0751
 JW0751.The horizontal coordinates were scaled from a topographic map and have
 JW0751.an estimated accuracy of +/- 6 seconds.
 JW0751
 JW0751.The orthometric height was determined by differential leveling
 JW0751.and adjusted by the National Geodetic Survey in June 1991..
 JW0751
 JW0751.The geoid height was determined by GEOID03.
 JW0751
 JW0751.The dynamic height is computed by dividing the NAVD 88
 JW0751.geopotential number by the normal gravity value computed on the
 JW0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0751.degrees latitude (g = 980.6199 gals.).
 JW0751
 JW0751.The modeled gravity was interpolated from observed gravity values.
 JW0751
 JW0751;                    North         East    Units  Estimated Accuracy
 JW0751;SPC WV N     -    96,810.      624,940.      MT  (+/- 180 meters Scaled)
 JW0751
 JW0751                          SUPERSEDED SURVEY CONTROL
 JW0751
 JW0751  NGVD 29 (??/??/92)  524.521  (m)         1720.87   (f) ADJ UNCH    2 0
 JW0751
 JW0751.Superseded values are not recommended for survey control.
 JW0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0751.See file dsdata.txt to determine how the superseded data were derived.
 JW0751
 JW0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD541595(NAD 83)
 JW0751_MARKER: R = RIVET
 JW0751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0751_SP_SET: BRIDGE
 JW0751_STAMPING: F 31 1935
 JW0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0751
 JW0751  HISTORY     - Date     Condition        Report By
 JW0751  HISTORY     - 1935     MONUMENTED       CGS
 JW0751
 JW0751                          STATION DESCRIPTION
 JW0751
 JW0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0751'0.7 MI S FROM HARRISON.
 JW0751'0.7 MILE SOUTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0751'STATION AT HARRISON, MINERAL COUNTY, 600 FEET NORTHWEST OF
 JW0751'MILEPOST C 47, 300 FEET NORTHEAST OF THE JUNCTION OF A SIDING
 JW0751'TRACK, 150 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AT A
 JW0751'STEEL BANNISTER BRIDGE OVER POTOMAC RIVER, AT THE SOUTH ABUTMENT,
 JW0751'IN THE TOP OF THE SOUTHEAST CORNER OF THE BRIDGE SEAT, AND 10 FEET
 JW0751'EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL
 JW0751'RIVET, STAMPED F 31 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2958 ***********************************************************************
 KY2958  DESIGNATION -  F 312
 KY2958  PID         -  KY2958
 KY2958  STATE/COUNTY-  WV/HANCOCK
 KY2958  USGS QUAD   -  WELLSVILLE (1994)
 KY2958
 KY2958                         *CURRENT SURVEY CONTROL
 KY2958  ___________________________________________________________________
 KY2958* NAD 83(1986)-  40 34 19.     (N)    080 38 48.     (W)     SCALED    
 KY2958* NAVD 88     -       229.095  (meters)     751.62   (feet)  ADJUSTED  
 KY2958  ___________________________________________________________________
 KY2958  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KY2958  DYNAMIC HT  -         228.976 (meters)     751.23  (feet)  COMP
 KY2958  MODELED GRAV-     980,102.4   (mgal)                       NAVD 88
 KY2958
 KY2958  VERT ORDER  -  FIRST     CLASS II
 KY2958
 KY2958.The horizontal coordinates were scaled from a topographic map and have
 KY2958.an estimated accuracy of +/- 6 seconds.
 KY2958
 KY2958.The orthometric height was determined by differential leveling
 KY2958.and adjusted by the National Geodetic Survey in June 1991..
 KY2958
 KY2958.The geoid height was determined by GEOID03.
 KY2958
 KY2958.The dynamic height is computed by dividing the NAVD 88
 KY2958.geopotential number by the normal gravity value computed on the
 KY2958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2958.degrees latitude (g = 980.6199 gals.).
 KY2958
 KY2958.The modeled gravity was interpolated from observed gravity values.
 KY2958
 KY2958;                    North         East    Units  Estimated Accuracy
 KY2958;SPC WV N     -   230,660.      502,900.      MT  (+/- 180 meters Scaled)
 KY2958
 KY2958                          SUPERSEDED SURVEY CONTROL
 KY2958
 KY2958.No superseded survey control is available for this station.
 KY2958
 KY2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE299913(NAD 83)
 KY2958_MARKER: I = METAL ROD
 KY2958_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KY2958_SP_SET: STAINLESS STEEL ROD
 KY2958_STAMPING: F 312 1983
 KY2958_MARK LOGO: NGS   
 KY2958_PROJECTION: FLUSH
 KY2958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2958_ROD/PIPE-DEPTH: 15.5 meters
 KY2958
 KY2958  HISTORY     - Date     Condition        Report By
 KY2958  HISTORY     - 1983     MONUMENTED       NGS
 KY2958
 KY2958                          STATION DESCRIPTION
 KY2958
 KY2958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2958'8.1 KM (5.05 MI) SW FROM NEWELL.
 KY2958'8.1 KM (5.05 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 KY2958'OF FIFTH STREET IN NEWELL TO THE MARK ON THE RIGHT, INSIDE A CHAIN
 KY2958'LINK FENCE AND ON PROPERTY OWNED BY SHIPPINGPORT SAND AND GRAVEL
 KY2958'COMPANY, ALSO 9.5 KM (5.9 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE
 KY2958'POST OFFICE IN NEW CUMBERLAND, 15.67 METERS (51.4 FT) SOUTHWEST OF THE
 KY2958'CENTERLINE OF THE HIGHWAY, 3.75 METERS (12.3 FT) SOUTHWEST OF A CHAIN
 KY2958'LINK FENCE, 0.76 METER (2.5 FT) SOUTH-SOUTHEAST OF A SIGN
 KY2958'(SHIPPINGPORT SAND AND GRAVEL - IRON CITY PLANT).
 KY2958'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1044 ***********************************************************************
 JW1044  DESIGNATION -  F 313
 JW1044  PID         -  JW1044
 JW1044  STATE/COUNTY-  WV/MONONGALIA
 JW1044  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1044
 JW1044                         *CURRENT SURVEY CONTROL
 JW1044  ___________________________________________________________________
 JW1044* NAD 83(1986)-  39 41 32.     (N)    079 54 52.     (W)     SCALED    
 JW1044* NAVD 88     -       426.444  (meters)    1399.09   (feet)  ADJUSTED  
 JW1044  ___________________________________________________________________
 JW1044  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JW1044  DYNAMIC HT  -         426.194 (meters)    1398.27  (feet)  COMP
 JW1044  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 JW1044
 JW1044  VERT ORDER  -  FIRST     CLASS II
 JW1044
 JW1044.The horizontal coordinates were scaled from a topographic map and have
 JW1044.an estimated accuracy of +/- 6 seconds.
 JW1044
 JW1044.The orthometric height was determined by differential leveling
 JW1044.and adjusted by the National Geodetic Survey in June 1991..
 JW1044
 JW1044.The geoid height was determined by GEOID03.
 JW1044
 JW1044.The dynamic height is computed by dividing the NAVD 88
 JW1044.geopotential number by the normal gravity value computed on the
 JW1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1044.degrees latitude (g = 980.6199 gals.).
 JW1044
 JW1044.The modeled gravity was interpolated from observed gravity values.
 JW1044
 JW1044;                    North         East    Units  Estimated Accuracy
 JW1044;SPC WV N     -   132,440.      564,450.      MT  (+/- 180 meters Scaled)
 JW1044
 JW1044                          SUPERSEDED SURVEY CONTROL
 JW1044
 JW1044.No superseded survey control is available for this station.
 JW1044
 JW1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND930941(NAD 83)
 JW1044_MARKER: I = METAL ROD
 JW1044_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1044+WITH SETTING: INFORMATION.
 JW1044_SP_SET: METAL ROD DRIVEN INTO GROUND
 JW1044_STAMPING: F 313 1983
 JW1044_MARK LOGO: NGS   
 JW1044_PROJECTION: FLUSH
 JW1044_MAGNETIC: I = MARKER IS A STEEL ROD
 JW1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1044+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 JW1044_ROD/PIPE-DEPTH: 1.1  meters
 JW1044
 JW1044  HISTORY     - Date     Condition        Report By
 JW1044  HISTORY     - 1983     MONUMENTED       NGS
 JW1044  HISTORY     - 19930817 GOOD             NGS
 JW1044
 JW1044                          STATION DESCRIPTION
 JW1044
 JW1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1044'10.0 KM (6.25 MI) NORTH FROM MORGANTOWN.
 JW1044'THE MARK IS 0.5 M ABOVE HIGHWAY.
 JW1044'10.0 KM (6.25 MI) NORTH ALONG U.S. HIGHWAY 119 FROM THE JUNCTION OF
 JW1044'STATE HIGHWAY 7 IN MORGANTOWN TO THE JUNCTION OF A PAVED ROAD AND THE
 JW1044'MARK ON THE RIGHT, ALSO 6.4 KM (4.0 MI) SOUTH ALONG U.S. HIGHWAY 119
 JW1044'FROM THE POST OFFICE IN POINT MARION PA, 12.80 METERS (42.0 FT) EAST
 JW1044'OF THE CENTERLINE OF THE HIGHWAY, 9.14 METERS (30.0 FT) SOUTH OF THE
 JW1044'CENTER OF THE PAVED ROAD, 4.63 METERS (15.2 FT) WEST OF A STONE
 JW1044'MONUMENT FOR THE FORKS OF THE CHEAT BAPTIST CHURCH.  NOTE--SEVERAL
 JW1044'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 JW1044
 JW1044                          STATION RECOVERY (1993)
 JW1044
 JW1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JW1044'1.7 KM (1.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 857 FROM THE
 JW1044'JUNCTION OF INTERSTATE HIGHWAY 68 IN MORGANTOWN (EXIT 7), THENCE 4.9
 JW1044'KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 119, 12.8 M (42.0 FT) EAST
 JW1044'OF THE HIGHWAY CENTERLINE, 9.1 M (29.9 FT) SOUTH OF THE CENTER OF A
 JW1044'PAVED ROAD, 4.6 M (15.1 FT) WEST OF THE WEST END OF A MONUMENT FOR
 JW1044'THE FORKS OF THE CHEAT BAPTIST CHURCH, AND 0.7 M (2.3 FT) ABOVE THE
 JW1044'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 JW1044'5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED, AT 2.4
 JW1044'METERS AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1729 ***********************************************************************
 JX1729  DESIGNATION -  F 314
 JX1729  PID         -  JX1729
 JX1729  STATE/COUNTY-  WV/WOOD
 JX1729  USGS QUAD   -  VALLEY MILLS (1994)
 JX1729
 JX1729                         *CURRENT SURVEY CONTROL
 JX1729  ___________________________________________________________________
 JX1729* NAD 83(1986)-  39 15 54.     (N)    081 29 19.     (W)     SCALED    
 JX1729* NAVD 88     -       206.864  (meters)     678.69   (feet)  ADJUSTED  
 JX1729  ___________________________________________________________________
 JX1729  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JX1729  DYNAMIC HT  -         206.736 (meters)     678.27  (feet)  COMP
 JX1729  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 JX1729
 JX1729  VERT ORDER  -  FIRST     CLASS II
 JX1729
 JX1729.The horizontal coordinates were scaled from a topographic map and have
 JX1729.an estimated accuracy of +/- 6 seconds.
 JX1729
 JX1729.The orthometric height was determined by differential leveling
 JX1729.and adjusted by the National Geodetic Survey in June 1991..
 JX1729
 JX1729.The geoid height was determined by GEOID03.
 JX1729
 JX1729.The dynamic height is computed by dividing the NAVD 88
 JX1729.geopotential number by the normal gravity value computed on the
 JX1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1729.degrees latitude (g = 980.6199 gals.).
 JX1729
 JX1729.The modeled gravity was interpolated from observed gravity values.
 JX1729
 JX1729;                    North         East    Units  Estimated Accuracy
 JX1729;SPC WV N     -    86,830.      428,400.      MT  (+/- 180 meters Scaled)
 JX1729
 JX1729                          SUPERSEDED SURVEY CONTROL
 JX1729
 JX1729.No superseded survey control is available for this station.
 JX1729
 JX1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD578462(NAD 83)
 JX1729_MARKER: DB = BENCH MARK DISK
 JX1729_SETTING: 66 = SET IN ROCK OUTCROP
 JX1729_SP_SET: ROCK OUTCROP
 JX1729_STAMPING: F 314 1983
 JX1729_MARK LOGO: NGS   
 JX1729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1729+STABILITY: POSITION/ELEVATION WELL
 JX1729
 JX1729  HISTORY     - Date     Condition        Report By
 JX1729  HISTORY     - 1983     MONUMENTED       NGS
 JX1729
 JX1729                          STATION DESCRIPTION
 JX1729
 JX1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1729'0.8 KM (0.55 MI) EAST FROM PARKERSBURG.
 JX1729'0.8 KM (0.55 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1729'INTERSTATE 77 IN PARKERSBURG TO THE MARK ON THE LEFT, 14.0 METERS
 JX1729'(46.0 FT) NORTHEAST OF THE WESTBOUND LANE OF THE HIGHWAY, 108.5 METERS
 JX1729'(356.0 FT) SOUTHEAST OF THE CENTER OF FOREST HILLS ROAD.
 JX1729'THE MARK IS 0.76 METERS  NW FROM A WITNESS POST.
 JX1729'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1791 ***********************************************************************
 JX1791  DESIGNATION -  F 315
 JX1791  PID         -  JX1791
 JX1791  STATE/COUNTY-  WV/TAYLOR
 JX1791  USGS QUAD   -  FAIRMONT EAST (1976)
 JX1791
 JX1791                         *CURRENT SURVEY CONTROL
 JX1791  ___________________________________________________________________
 JX1791* NAD 83(1986)-  39 23 25.     (N)    080 02 27.     (W)     SCALED    
 JX1791* NAVD 88     -       388.425  (meters)    1274.36   (feet)  ADJUSTED  
 JX1791  ___________________________________________________________________
 JX1791  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JX1791  DYNAMIC HT  -         388.179 (meters)    1273.55  (feet)  COMP
 JX1791  MODELED GRAV-     979,982.6   (mgal)                       NAVD 88
 JX1791
 JX1791  VERT ORDER  -  FIRST     CLASS II
 JX1791
 JX1791.The horizontal coordinates were scaled from a topographic map and have
 JX1791.an estimated accuracy of +/- 6 seconds.
 JX1791
 JX1791.The orthometric height was determined by differential leveling
 JX1791.and adjusted by the National Geodetic Survey in June 1991..
 JX1791
 JX1791.The geoid height was determined by GEOID03.
 JX1791
 JX1791.The dynamic height is computed by dividing the NAVD 88
 JX1791.geopotential number by the normal gravity value computed on the
 JX1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1791.degrees latitude (g = 980.6199 gals.).
 JX1791
 JX1791.The modeled gravity was interpolated from observed gravity values.
 JX1791
 JX1791;                    North         East    Units  Estimated Accuracy
 JX1791;SPC WV N     -    98,980.      553,410.      MT  (+/- 180 meters Scaled)
 JX1791
 JX1791                          SUPERSEDED SURVEY CONTROL
 JX1791
 JX1791.No superseded survey control is available for this station.
 JX1791
 JX1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND825605(NAD 83)
 JX1791_MARKER: DB = BENCH MARK DISK
 JX1791_SETTING: 66 = SET IN ROCK OUTCROP
 JX1791_SP_SET: ROCK OUTCROP
 JX1791_STAMPING: F 315 1983
 JX1791_MARK LOGO: NGS   
 JX1791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1791+STABILITY: POSITION/ELEVATION WELL
 JX1791
 JX1791  HISTORY     - Date     Condition        Report By
 JX1791  HISTORY     - 1983     MONUMENTED       NGS
 JX1791
 JX1791                          STATION DESCRIPTION
 JX1791
 JX1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1791'8.6 KM (5.35 MI) NORTH FROM GRAFTON.
 JX1791'8.6 KM (5.35 MI) NORTH ALONG STATE HIGHWAY 310 FROM THE JUNCTION OF
 JX1791'U.S. HIGHWAY 50 IN GRAFTON TO THE MARK ON THE RIGHT, AT THE JUNCTION
 JX1791'OF A TRAIL ROAD LEADING SOUTHEAST, IN THE BASE OF A ROCK CUT,
 JX1791'10.05 METERS (33.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 JX1791'13.41 METERS (44.0 FT) SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE
 JX1791'TRAIL ROAD, 3.04 METERS (10.0 FT) NORTHEAST OF THE CENTER OF THE TRAIL
 JX1791'ROAD.
 JX1791'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 JX1791'THE MARK IS 1.37 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1681 ***********************************************************************
 JX1681  DESIGNATION -  F 316
 JX1681  PID         -  JX1681
 JX1681  STATE/COUNTY-  WV/MARSHALL
 JX1681  USGS QUAD   -  BUSINESSBURG (1976)
 JX1681
 JX1681                         *CURRENT SURVEY CONTROL
 JX1681  ___________________________________________________________________
 JX1681* NAD 83(1986)-  39 53 06.     (N)    080 47 17.     (W)     SCALED    
 JX1681* NAVD 88     -       193.710  (meters)     635.53   (feet)  ADJUSTED  
 JX1681  ___________________________________________________________________
 JX1681  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JX1681  DYNAMIC HT  -         193.602 (meters)     635.18  (feet)  COMP
 JX1681  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 JX1681
 JX1681  VERT ORDER  -  FIRST     CLASS II
 JX1681
 JX1681.The horizontal coordinates were scaled from a topographic map and have
 JX1681.an estimated accuracy of +/- 6 seconds.
 JX1681
 JX1681.The orthometric height was determined by differential leveling
 JX1681.and adjusted by the National Geodetic Survey in June 1991..
 JX1681
 JX1681.The geoid height was determined by GEOID03.
 JX1681
 JX1681.The dynamic height is computed by dividing the NAVD 88
 JX1681.geopotential number by the normal gravity value computed on the
 JX1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1681.degrees latitude (g = 980.6199 gals.).
 JX1681
 JX1681.The modeled gravity was interpolated from observed gravity values.
 JX1681
 JX1681;                    North         East    Units  Estimated Accuracy
 JX1681;SPC WV N     -   154,550.      489,830.      MT  (+/- 180 meters Scaled)
 JX1681
 JX1681                          SUPERSEDED SURVEY CONTROL
 JX1681
 JX1681.No superseded survey control is available for this station.
 JX1681
 JX1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE181150(NAD 83)
 JX1681_MARKER: DB = BENCH MARK DISK
 JX1681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1681_SP_SET: HEADWALL OF CULVERT
 JX1681_STAMPING: F 316 1983
 JX1681_MARK LOGO: NGS   
 JX1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1681+STABILITY: SURFACE MOTION
 JX1681
 JX1681  HISTORY     - Date     Condition        Report By
 JX1681  HISTORY     - 1983     MONUMENTED       NGS
 JX1681
 JX1681                          STATION DESCRIPTION
 JX1681
 JX1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1681'8.8 KM (5.45 MI) SW FROM MOUNDSVILLE.
 JX1681'8.8 KM (5.45 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 JX1681'IN MOUNDSVILLE TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHWEST END
 JX1681'OF A CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY FOR FISH RUN,
 JX1681'17.77 METERS (58.3 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 JX1681'SOUTHBOUND LANE OF THE HIGHWAY, 0.15 METER (0.5 FT) SOUTHEAST OF THE
 JX1681'NORTHWEST END OF THE HEADWALL.
 JX1681'THE MARK IS 0.66 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1103 ***********************************************************************
 JW1103  DESIGNATION -  F 317
 JW1103  PID         -  JW1103
 JW1103  STATE/COUNTY-  WV/TAYLOR
 JW1103  USGS QUAD   -  THORNTON (1976)
 JW1103
 JW1103                         *CURRENT SURVEY CONTROL
 JW1103  ___________________________________________________________________
 JW1103* NAD 83(1986)-  39 19 48.     (N)    079 54 12.     (W)     SCALED    
 JW1103* NAVD 88     -       416.647  (meters)    1366.95   (feet)  ADJUSTED  
 JW1103  ___________________________________________________________________
 JW1103  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JW1103  DYNAMIC HT  -         416.382 (meters)    1366.08  (feet)  COMP
 JW1103  MODELED GRAV-     979,978.6   (mgal)                       NAVD 88
 JW1103
 JW1103  VERT ORDER  -  FIRST     CLASS II
 JW1103
 JW1103.The horizontal coordinates were scaled from a topographic map and have
 JW1103.an estimated accuracy of +/- 6 seconds.
 JW1103
 JW1103.The orthometric height was determined by differential leveling
 JW1103.and adjusted by the National Geodetic Survey in June 1991..
 JW1103
 JW1103.The geoid height was determined by GEOID03.
 JW1103
 JW1103.The dynamic height is computed by dividing the NAVD 88
 JW1103.geopotential number by the normal gravity value computed on the
 JW1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1103.degrees latitude (g = 980.6199 gals.).
 JW1103
 JW1103.The modeled gravity was interpolated from observed gravity values.
 JW1103
 JW1103;                    North         East    Units  Estimated Accuracy
 JW1103;SPC WV N     -    92,220.      565,230.      MT  (+/- 180 meters Scaled)
 JW1103
 JW1103                          SUPERSEDED SURVEY CONTROL
 JW1103
 JW1103.No superseded survey control is available for this station.
 JW1103
 JW1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND945539(NAD 83)
 JW1103_MARKER: I = METAL ROD
 JW1103_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1103+WITH SETTING: INFORMATION.
 JW1103_SP_SET: SHALLOW SET METAL ROD
 JW1103_STAMPING: F 317 1983
 JW1103_MARK LOGO: NGS   
 JW1103_PROJECTION: FLUSH
 JW1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1103_ROD/PIPE-DEPTH: 2.3  meters
 JW1103
 JW1103  HISTORY     - Date     Condition        Report By
 JW1103  HISTORY     - 1983     MONUMENTED       NGS
 JW1103
 JW1103                          STATION DESCRIPTION
 JW1103
 JW1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1103'10.8 KM (6.7 MI) EAST FROM GRAFTON.
 JW1103'10.8 KM (6.7 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION OF
 JW1103'STATE HIGHWAY 119 IN GRAFTON TO THE MARK ON THE RIGHT, 9.75 METERS
 JW1103'(32.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 23.16 METERS
 JW1103'(76.0 FT) NORTH-NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY,
 JW1103'0.36 METER (1.2 FT) NORTH OF POWER POLE 25-T, Y2-60.  NOTE--SEVERAL
 JW1103'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 JW1103'THE MARK IS 0.36 METERS  W FROM A WITNESS POST.
 JW1103'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1753 ***********************************************************************
 JX1753  DESIGNATION -  F 319
 JX1753  PID         -  JX1753
 JX1753  STATE/COUNTY-  WV/DODDRIDGE
 JX1753  USGS QUAD   -  PENNSBORO (1987)
 JX1753
 JX1753                         *CURRENT SURVEY CONTROL
 JX1753  ___________________________________________________________________
 JX1753* NAD 83(1986)-  39 16 16.     (N)    080 53 34.     (W)     SCALED    
 JX1753* NAVD 88     -       290.847  (meters)     954.22   (feet)  ADJUSTED  
 JX1753  ___________________________________________________________________
 JX1753  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JX1753  DYNAMIC HT  -         290.666 (meters)     953.63  (feet)  COMP
 JX1753  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 JX1753
 JX1753  VERT ORDER  -  FIRST     CLASS II
 JX1753
 JX1753.The horizontal coordinates were scaled from a topographic map and have
 JX1753.an estimated accuracy of +/- 6 seconds.
 JX1753
 JX1753.The orthometric height was determined by differential leveling
 JX1753.and adjusted by the National Geodetic Survey in June 1991..
 JX1753
 JX1753.The geoid height was determined by GEOID03.
 JX1753
 JX1753.The dynamic height is computed by dividing the NAVD 88
 JX1753.geopotential number by the normal gravity value computed on the
 JX1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1753.degrees latitude (g = 980.6199 gals.).
 JX1753
 JX1753.The modeled gravity was interpolated from observed gravity values.
 JX1753
 JX1753;                    North         East    Units  Estimated Accuracy
 JX1753;SPC WV N     -    86,540.      479,820.      MT  (+/- 180 meters Scaled)
 JX1753
 JX1753                          SUPERSEDED SURVEY CONTROL
 JX1753
 JX1753.No superseded survey control is available for this station.
 JX1753
 JX1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND092468(NAD 83)
 JX1753_MARKER: DB = BENCH MARK DISK
 JX1753_SETTING: 66 = SET IN ROCK OUTCROP
 JX1753_SP_SET: ROCK OUTCROP
 JX1753_STAMPING: F 319 1983
 JX1753_MARK LOGO: NGS   
 JX1753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1753+STABILITY: POSITION/ELEVATION WELL
 JX1753
 JX1753  HISTORY     - Date     Condition        Report By
 JX1753  HISTORY     - 1983     MONUMENTED       NGS
 JX1753
 JX1753                          STATION DESCRIPTION
 JX1753
 JX1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1753'6.0 KM (3.75 MI) EAST FROM PENNSBORO.
 JX1753'6.0 KM (3.75 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1753'HIGHWAY 74 IN PENNSBORO TO THE MARK ON THE RIGHT, 13.7 METERS
 JX1753'(45.0 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANE OF THE
 JX1753'HIGHWAY.
 JX1753'THE MARK IS 2.1 METERS  E FROM A WITNESS POST.
 JX1753'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0711 ***********************************************************************
 JW0711  DESIGNATION -  F 32
 JW0711  PID         -  JW0711
 JW0711  STATE/COUNTY-  WV/GRANT
 JW0711  USGS QUAD   -  GREENLAND GAP (1981)
 JW0711
 JW0711                         *CURRENT SURVEY CONTROL
 JW0711  ___________________________________________________________________
 JW0711* NAD 83(1986)-  39 07 41.     (N)    079 11 29.     (W)     SCALED    
 JW0711* NAVD 88     -       454.883  (meters)    1492.40   (feet)  ADJUSTED  
 JW0711  ___________________________________________________________________
 JW0711  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JW0711  DYNAMIC HT  -         454.579 (meters)    1491.40  (feet)  COMP
 JW0711  MODELED GRAV-     979,946.1   (mgal)                       NAVD 88
 JW0711
 JW0711  VERT ORDER  -  SECOND    CLASS 0
 JW0711
 JW0711.The horizontal coordinates were scaled from a topographic map and have
 JW0711.an estimated accuracy of +/- 6 seconds.
 JW0711
 JW0711.The orthometric height was determined by differential leveling
 JW0711.and adjusted by the National Geodetic Survey in June 1991..
 JW0711
 JW0711.The geoid height was determined by GEOID03.
 JW0711
 JW0711.The dynamic height is computed by dividing the NAVD 88
 JW0711.geopotential number by the normal gravity value computed on the
 JW0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0711.degrees latitude (g = 980.6199 gals.).
 JW0711
 JW0711.The modeled gravity was interpolated from observed gravity values.
 JW0711
 JW0711;                    North         East    Units  Estimated Accuracy
 JW0711;SPC WV N     -    69,770.      626,690.      MT  (+/- 180 meters Scaled)
 JW0711
 JW0711                          SUPERSEDED SURVEY CONTROL
 JW0711
 JW0711  NGVD 29 (??/??/92)  455.018  (m)         1492.84   (f) ADJ UNCH    2 0
 JW0711
 JW0711.Superseded values are not recommended for survey control.
 JW0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0711.See file dsdata.txt to determine how the superseded data were derived.
 JW0711
 JW0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD563325(NAD 83)
 JW0711_MARKER: DB = BENCH MARK DISK
 JW0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0711_SP_SET: BRIDGE
 JW0711_STAMPING: F 32 1935
 JW0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0711
 JW0711  HISTORY     - Date     Condition        Report By
 JW0711  HISTORY     - 1935     MONUMENTED       CGS
 JW0711  HISTORY     - 1954     GOOD             NGS
 JW0711
 JW0711                          STATION DESCRIPTION
 JW0711
 JW0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0711'12.2 MI NW FROM PETERSBURG.
 JW0711'ABOUT 12.2 MILES NORTHWEST ALONG STATE HIGHWAY 42 FROM THE GRANT
 JW0711'COUNTY BANK AT PETERSBURG, GRANT COUNTY, AT A CONCRETE BRIDGE OVER
 JW0711'NORTH FORK OF LUNICE CREEK, IN THE TOP OF THE NORTH END OF THE
 JW0711'MIDDLE CONCRETE PIER, 18 FEET NORTH OF THE CENTER LINE OF THE
 JW0711'HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE BRIDGE FLOOR.  A
 JW0711'STANDARD DISK, STAMPED F 32 1935.
 JW0711
 JW0711                          STATION RECOVERY (1954)
 JW0711
 JW0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1776 ***********************************************************************
 JX1776  DESIGNATION -  F 320
 JX1776  PID         -  JX1776
 JX1776  STATE/COUNTY-  WV/HARRISON
 JX1776  USGS QUAD   -  ROSEMONT (1976)
 JX1776
 JX1776                         *CURRENT SURVEY CONTROL
 JX1776  ___________________________________________________________________
 JX1776* NAD 83(1986)-  39 17 53.     (N)    080 12 12.     (W)     SCALED    
 JX1776* NAVD 88     -       323.384  (meters)    1060.97   (feet)  ADJUSTED  
 JX1776  ___________________________________________________________________
 JX1776  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JX1776  DYNAMIC HT  -         323.181 (meters)    1060.30  (feet)  COMP
 JX1776  MODELED GRAV-     979,991.0   (mgal)                       NAVD 88
 JX1776
 JX1776  VERT ORDER  -  FIRST     CLASS II
 JX1776
 JX1776.The horizontal coordinates were scaled from a topographic map and have
 JX1776.an estimated accuracy of +/- 6 seconds.
 JX1776
 JX1776.The orthometric height was determined by differential leveling
 JX1776.and adjusted by the National Geodetic Survey in June 1991..
 JX1776
 JX1776.The geoid height was determined by GEOID03.
 JX1776
 JX1776.The dynamic height is computed by dividing the NAVD 88
 JX1776.geopotential number by the normal gravity value computed on the
 JX1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1776.degrees latitude (g = 980.6199 gals.).
 JX1776
 JX1776.The modeled gravity was interpolated from observed gravity values.
 JX1776
 JX1776;                    North         East    Units  Estimated Accuracy
 JX1776;SPC WV N     -    88,840.      539,330.      MT  (+/- 180 meters Scaled)
 JX1776
 JX1776                          SUPERSEDED SURVEY CONTROL
 JX1776
 JX1776.No superseded survey control is available for this station.
 JX1776
 JX1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND686501(NAD 83)
 JX1776_MARKER: DB = BENCH MARK DISK
 JX1776_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1776_SP_SET: ABUTMENT
 JX1776_STAMPING: F 320 1983
 JX1776_MARK LOGO: NGS   
 JX1776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1776+STABILITY: POSITION/ELEVATION WELL
 JX1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1776+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2005
 JX1776
 JX1776  HISTORY     - Date     Condition        Report By
 JX1776  HISTORY     - 1983     MONUMENTED       NGS
 JX1776  HISTORY     - 20050627 GOOD             GEOCAC
 JX1776
 JX1776                          STATION DESCRIPTION
 JX1776
 JX1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1776'5.0 KM (3.1 MI) EAST FROM BRIDGEPORT.
 JX1776'5.0 KM (3.1 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE BRIDGEPORT BANK IN
 JX1776'BRIDGEPORT TO THE MARK ON THE RIGHT, IN THE SOUTHEAST ABUTMENT OF THE
 JX1776'HIGHWAY BRIDGE, ON BEDROCK, OVER PEDDLER RUN, 5.6 METERS (18.5 FT)
 JX1776'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 JX1776'THE MARK IS 0.18 M BELOW HIGHWAY.
 JX1776
 JX1776                          STATION RECOVERY (2005)
 JX1776
 JX1776'RECOVERY NOTE BY GEOCACHING 2005 (WRS)
 JX1776'BRIDGE IS IN DISREPAIR AND A GUARD RAIL HAS BEEN ADDED. BENCHMARK WAS
 JX1776'IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1814 ***********************************************************************
 JX1814  DESIGNATION -  F 322
 JX1814  PID         -  JX1814
 JX1814  STATE/COUNTY-  WV/BARBOUR
 JX1814  USGS QUAD   -  PHILIPPI (1977)
 JX1814
 JX1814                         *CURRENT SURVEY CONTROL
 JX1814  ___________________________________________________________________
 JX1814* NAD 83(1986)-  39 12 58.     (N)    080 03 14.     (W)     SCALED    
 JX1814* NAVD 88     -       474.371  (meters)    1556.33   (feet)  ADJUSTED  
 JX1814  ___________________________________________________________________
 JX1814  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JX1814  DYNAMIC HT  -         474.066 (meters)    1555.33  (feet)  COMP
 JX1814  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 JX1814
 JX1814  VERT ORDER  -  FIRST     CLASS II
 JX1814
 JX1814.The horizontal coordinates were scaled from a topographic map and have
 JX1814.an estimated accuracy of +/- 6 seconds.
 JX1814
 JX1814.The orthometric height was determined by differential leveling
 JX1814.and adjusted by the National Geodetic Survey in June 1991..
 JX1814
 JX1814.The geoid height was determined by GEOID03.
 JX1814
 JX1814.The dynamic height is computed by dividing the NAVD 88
 JX1814.geopotential number by the normal gravity value computed on the
 JX1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1814.degrees latitude (g = 980.6199 gals.).
 JX1814
 JX1814.The modeled gravity was interpolated from observed gravity values.
 JX1814
 JX1814;                    North         East    Units  Estimated Accuracy
 JX1814;SPC WV N     -    79,650.      552,170.      MT  (+/- 180 meters Scaled)
 JX1814
 JX1814                          SUPERSEDED SURVEY CONTROL
 JX1814
 JX1814.No superseded survey control is available for this station.
 JX1814
 JX1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND816411(NAD 83)
 JX1814_MARKER: DB = BENCH MARK DISK
 JX1814_SETTING: 66 = SET IN ROCK OUTCROP
 JX1814_SP_SET: ROCK OUTCROP
 JX1814_STAMPING: F 322 1983
 JX1814_MARK LOGO: NGS   
 JX1814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1814+STABILITY: POSITION/ELEVATION WELL
 JX1814
 JX1814  HISTORY     - Date     Condition        Report By
 JX1814  HISTORY     - 1983     MONUMENTED       NGS
 JX1814
 JX1814                          STATION DESCRIPTION
 JX1814
 JX1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1814'8.8 KM (5.45 MI) NORTH FROM PHILIPPI.
 JX1814'8.8 KM (5.45 MI) NORTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JX1814'PHILIPPI TO THE BEGINNING OF A DOWNHILL SLOPE TO THE SOUTH AND THE
 JX1814'MARK ON THE LEFT, SET IN THE TOP OF THE NORTH END OF THE ROCK OUTCROP,
 JX1814'5.18 METERS (17.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 JX1814'10.06 METERS (33.0 FT) NORTH OF A FIELD ROAD.
 JX1814'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1710 ***********************************************************************
 JX1710  DESIGNATION -  F 323
 JX1710  PID         -  JX1710
 JX1710  STATE/COUNTY-  WV/PLEASANTS
 JX1710  USGS QUAD   -  WILLOW ISLAND (1994)
 JX1710
 JX1710                         *CURRENT SURVEY CONTROL
 JX1710  ___________________________________________________________________
 JX1710* NAD 83(1986)-  39 20 14.     (N)    081 21 15.     (W)     SCALED    
 JX1710* NAVD 88     -       191.658  (meters)     628.80   (feet)  ADJUSTED  
 JX1710  ___________________________________________________________________
 JX1710  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JX1710  DYNAMIC HT  -         191.541 (meters)     628.41  (feet)  COMP
 JX1710  MODELED GRAV-     980,013.3   (mgal)                       NAVD 88
 JX1710
 JX1710  VERT ORDER  -  FIRST     CLASS II
 JX1710
 JX1710.The horizontal coordinates were scaled from a topographic map and have
 JX1710.an estimated accuracy of +/- 6 seconds.
 JX1710
 JX1710.The orthometric height was determined by differential leveling
 JX1710.and adjusted by the National Geodetic Survey in June 1991..
 JX1710
 JX1710.The geoid height was determined by GEOID03.
 JX1710
 JX1710.The dynamic height is computed by dividing the NAVD 88
 JX1710.geopotential number by the normal gravity value computed on the
 JX1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1710.degrees latitude (g = 980.6199 gals.).
 JX1710
 JX1710.The modeled gravity was interpolated from observed gravity values.
 JX1710
 JX1710;                    North         East    Units  Estimated Accuracy
 JX1710;SPC WV N     -    94,600.      440,160.      MT  (+/- 180 meters Scaled)
 JX1710
 JX1710                          SUPERSEDED SURVEY CONTROL
 JX1710
 JX1710.No superseded survey control is available for this station.
 JX1710
 JX1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD694542(NAD 83)
 JX1710_MARKER: I = METAL ROD
 JX1710_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1710_SP_SET: STAINLESS STEEL ROD
 JX1710_STAMPING: F 323 1983
 JX1710_MARK LOGO: NGS   
 JX1710_PROJECTION: FLUSH
 JX1710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1710_ROD/PIPE-DEPTH: 12.0 meters
 JX1710
 JX1710  HISTORY     - Date     Condition        Report By
 JX1710  HISTORY     - 1983     MONUMENTED       NGS
 JX1710
 JX1710                          STATION DESCRIPTION
 JX1710
 JX1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1710'2.4 KM (1.5 MI) SE FROM WAVERLY.
 JX1710'0.1 KM (0.05 MI) SOUTH ALONG WAVERLY STREET FROM THE POST OFFICE IN
 JX1710'WAVERLY, THENCE 2.3 KM (1.45 MI) EAST ALONG STATE HIGHWAY 2 TO THE
 JX1710'MARK ON THE LEFT, AT THE OFFICE OF CABOT INDUSTRIES - OHIO RIVER
 JX1710'PLANT, 18.77 METERS (61.6 FT) SOUTHWEST OF THE CENTER OF THE MAIN
 JX1710'ENTRANCE TO THE BUILDING, 2.29 METERS (7.5 FT) NORTH OF A CURB OF A
 JX1710'SIDEWALK IN FRONT OF THE BUILDING, 0.94 METER (3.1 FT) NORTHEAST OF A
 JX1710'FLAGPOLE.
 JX1710'THE MARK IS 0.24 M ABOVE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3203 ***********************************************************************
 HW3203  DESIGNATION -  F 324
 HW3203  PID         -  HW3203
 HW3203  STATE/COUNTY-  WV/RANDOLPH
 HW3203  USGS QUAD   -  ELKINS (1995)
 HW3203
 HW3203                         *CURRENT SURVEY CONTROL
 HW3203  ___________________________________________________________________
 HW3203* NAD 83(1986)-  38 55 52.     (N)    079 51 48.     (W)     SCALED    
 HW3203* NAVD 88     -       602.862  (meters)    1977.89   (feet)  ADJUSTED  
 HW3203  ___________________________________________________________________
 HW3203  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HW3203  DYNAMIC HT  -         602.436 (meters)    1976.49  (feet)  COMP
 HW3203  MODELED GRAV-     979,901.1   (mgal)                       NAVD 88
 HW3203
 HW3203  VERT ORDER  -  FIRST     CLASS II
 HW3203
 HW3203.The horizontal coordinates were scaled from a topographic map and have
 HW3203.an estimated accuracy of +/- 6 seconds.
 HW3203
 HW3203.The orthometric height was determined by differential leveling
 HW3203.and adjusted by the National Geodetic Survey in June 1991..
 HW3203
 HW3203.The geoid height was determined by GEOID03.
 HW3203
 HW3203.The dynamic height is computed by dividing the NAVD 88
 HW3203.geopotential number by the normal gravity value computed on the
 HW3203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3203.degrees latitude (g = 980.6199 gals.).
 HW3203
 HW3203.The modeled gravity was interpolated from observed gravity values.
 HW3203
 HW3203;                    North         East    Units  Estimated Accuracy
 HW3203;SPC WV S     -   214,950.      698,560.      MT  (+/- 180 meters Scaled)
 HW3203
 HW3203                          SUPERSEDED SURVEY CONTROL
 HW3203
 HW3203.No superseded survey control is available for this station.
 HW3203
 HW3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND985097(NAD 83)
 HW3203_MARKER: I = METAL ROD
 HW3203_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HW3203_SP_SET: STAINLESS STEEL ROD
 HW3203_STAMPING: F 324 1983
 HW3203_MARK LOGO: NGS   
 HW3203_PROJECTION: FLUSH
 HW3203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3203_ROD/PIPE-DEPTH: 6.7  meters
 HW3203
 HW3203  HISTORY     - Date     Condition        Report By
 HW3203  HISTORY     - 1983     MONUMENTED       NGS
 HW3203
 HW3203                          STATION DESCRIPTION
 HW3203
 HW3203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3203'IN ELKINS.
 HW3203'IN ELKINS, ALONG U.S. HIGHWAY 250, ON THE PROPERTY OF THE WEST
 HW3203'VIRGINIA STATE POLICE, BUILDING NUMBER 1300, 12.19 METERS (40.0 FT)
 HW3203'NORTH OF THE CENTERLINE OF THE HIGHWAY, 14.02 METERS (46.0 FT) WEST OF
 HW3203'THE CENTER OF A PAVED ROAD LEADING NORTH, 7.77 METERS (25.5 FT)
 HW3203'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 0.61 METER (2.0 FT)
 HW3203'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF THE
 HW3203'FLAGPOLE.
 HW3203'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3224 ***********************************************************************
 GX3224  DESIGNATION -  F 325
 GX3224  PID         -  GX3224
 GX3224  STATE/COUNTY-  WV/GREENBRIER
 GX3224  USGS QUAD   -  LEWISBURG (1979)
 GX3224
 GX3224                         *CURRENT SURVEY CONTROL
 GX3224  ___________________________________________________________________
 GX3224* NAD 83(1995)-  37 50 38.95434(N)    080 24 53.49544(W)     ADJUSTED  
 GX3224* NAVD 88     -       695.568  (meters)    2282.04   (feet)  ADJUSTED  
 GX3224  ___________________________________________________________________
 GX3224  X           -     839,822.585 (meters)                     COMP
 GX3224  Y           -  -4,973,172.892 (meters)                     COMP
 GX3224  Z           -   3,892,205.905 (meters)                     COMP
 GX3224  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 GX3224  ELLIP HEIGHT-         664.23  (meters)          (09/26/01) GPS OBS
 GX3224  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX3224  DYNAMIC HT  -         694.985 (meters)    2280.13  (feet)  COMP
 GX3224  MODELED GRAV-     979,768.8   (mgal)                       NAVD 88
 GX3224
 GX3224  HORZ ORDER  -  B
 GX3224  VERT ORDER  -  FIRST     CLASS II
 GX3224  ELLP ORDER  -  FOURTH    CLASS II
 GX3224
 GX3224.The horizontal coordinates were established by GPS observations
 GX3224.and adjusted by the National Geodetic Survey in March 1998..
 GX3224
 GX3224.The orthometric height was determined by differential leveling
 GX3224.and adjusted by the National Geodetic Survey in June 1991..
 GX3224.WARNING-GPS observations at this control monument resulted in a GPS
 GX3224.derived orthometric height which differed from the leveled height by
 GX3224.more than one decimeter (0.1 meter).
 GX3224
 GX3224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX3224
 GX3224.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3224
 GX3224.The ellipsoidal height was determined by GPS observations
 GX3224.and is referenced to NAD 83.
 GX3224
 GX3224.The geoid height was determined by GEOID03.
 GX3224
 GX3224.The dynamic height is computed by dividing the NAVD 88
 GX3224.geopotential number by the normal gravity value computed on the
 GX3224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3224.degrees latitude (g = 980.6199 gals.).
 GX3224
 GX3224.The modeled gravity was interpolated from observed gravity values.
 GX3224
 GX3224;                    North         East     Units Scale Factor Converg.
 GX3224;SPC WV S     -    93,853.587   651,499.606   MT  0.99994322   +0 21 42.2
 GX3224;UTM  17      - 4,188,685.098   551,482.495   MT  0.99963264   +0 21 32.4
 GX3224
 GX3224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3224!SPC WV S     -   0.99989578  x   0.99994322  =   0.99983901
 GX3224!UTM  17      -   0.99989578  x   0.99963264  =   0.99952846
 GX3224
 GX3224                          SUPERSEDED SURVEY CONTROL
 GX3224
 GX3224  ELLIP H (03/24/98)  664.25   (m)                       GP(       ) 4 1
 GX3224  NAD 83(1995)-  37 50 38.95424(N)    080 24 53.49514(W) AD(       ) B
 GX3224  ELLIP H (11/22/95)  664.30   (m)                       GP(       ) 1 1
 GX3224  NAVD 88 (03/24/98)  695.57   (m)         2282.0    (f) LEVELING    3  
 GX3224
 GX3224.Superseded values are not recommended for survey control.
 GX3224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3224.See file dsdata.txt to determine how the superseded data were derived.
 GX3224
 GX3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB5148288685(NAD 83)
 GX3224_MARKER: DD = SURVEY DISK
 GX3224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3224_SP_SET: ROCK OUTCROP
 GX3224_STAMPING: F 325
 GX3224_MARK LOGO: NGS   
 GX3224_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX3224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3224+STABILITY: SURFACE MOTION
 GX3224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3224+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1994
 GX3224
 GX3224  HISTORY     - Date     Condition        Report By
 GX3224  HISTORY     - 1983     MONUMENTED       NGS
 GX3224  HISTORY     - 19940926 GOOD             NGS
 GX3224  HISTORY     - 19940927 GOOD             NGS
 GX3224
 GX3224                          STATION DESCRIPTION
 GX3224
 GX3224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GX3224'10.6 KM (6.6 MI) SOUTH FROM FRANKFORD.
 GX3224'10.6 KM (6.6 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 GX3224'FRANKFORD TO THE MARK ON THE RIGHT, IN TOP OF AN EXPOSED BEDROCK, ALSO
 GX3224'5.8 KM (3.6 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 GX3224'U.S. HIGHWAY 60 IN LEWISBURG, 8.53 METERS (28.0 FT) WEST OF THE
 GX3224'CENTERLINE OF THE HIGHWAY, 11.28 METERS (37.0 FT) EAST OF THE CENTER
 GX3224'OF A DRIVEWAY LEADING TO THE GREENBRIER VETERINARY HOSPITAL,
 GX3224'3.47 METERS (11.4 FT) NORTH OF UTILITY POLE 87 1/2.
 GX3224'THE MARK IS 1.0 M ABOVE HIGHWAY.
 GX3224
 GX3224                          STATION RECOVERY (1994)
 GX3224
 GX3224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JS)
 GX3224'RECOVERED AS DESCRIBED.
 GX3224
 GX3224                          STATION RECOVERY (1994)
 GX3224
 GX3224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 GX3224'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1216 ***********************************************************************
 JW1216  DESIGNATION -  F 326
 JW1216  PID         -  JW1216
 JW1216  STATE/COUNTY-  WV/MORGAN
 JW1216  USGS QUAD   -  HANCOCK (1971)
 JW1216
 JW1216                         *CURRENT SURVEY CONTROL
 JW1216  ___________________________________________________________________
 JW1216* NAD 83(1986)-  39 37 35.     (N)    078 10 52.     (W)     SCALED    
 JW1216* NAVD 88     -       261.885  (meters)     859.20   (feet)  ADJUSTED  
 JW1216  ___________________________________________________________________
 JW1216  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JW1216  DYNAMIC HT  -         261.732 (meters)     858.70  (feet)  COMP
 JW1216  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 JW1216
 JW1216  VERT ORDER  -  FIRST     CLASS II
 JW1216
 JW1216.The horizontal coordinates were scaled from a topographic map and have
 JW1216.an estimated accuracy of +/- 6 seconds.
 JW1216
 JW1216.The orthometric height was determined by differential leveling
 JW1216.and adjusted by the National Geodetic Survey in June 1991..
 JW1216
 JW1216.The geoid height was determined by GEOID03.
 JW1216
 JW1216.The dynamic height is computed by dividing the NAVD 88
 JW1216.geopotential number by the normal gravity value computed on the
 JW1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1216.degrees latitude (g = 980.6199 gals.).
 JW1216
 JW1216.The modeled gravity was interpolated from observed gravity values.
 JW1216
 JW1216;                    North         East    Units  Estimated Accuracy
 JW1216;SPC WV N     -   125,880.      713,230.      MT  (+/- 180 meters Scaled)
 JW1216
 JW1216                          SUPERSEDED SURVEY CONTROL
 JW1216
 JW1216.No superseded survey control is available for this station.
 JW1216
 JW1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD419900(NAD 83)
 JW1216_MARKER: I = METAL ROD
 JW1216_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1216_SP_SET: STAINLESS STEEL ROD
 JW1216_STAMPING: F 326 1983
 JW1216_MARK LOGO: NGS   
 JW1216_PROJECTION: FLUSH
 JW1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1216_ROD/PIPE-DEPTH: 3.7  meters
 JW1216
 JW1216  HISTORY     - Date     Condition        Report By
 JW1216  HISTORY     - 1983     MONUMENTED       NGS
 JW1216
 JW1216                          STATION DESCRIPTION
 JW1216
 JW1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1216'5.3 KM (3.3 MI) EAST FROM BERKELEY SPRINGS.
 JW1216'0.4 KM (0.25 MI) SOUTH ALONG U.S. HIGHWAY 522 FROM THE COURTHOUSE IN
 JW1216'BERKELEY SPRINGS, THENCE 4.9 KM (3.05 MI) EAST ALONG STATE HIGHWAY 9
 JW1216'TO THE MARK ON THE RIGHT, IN THE FRONT LAWN OF RANKIN MOBILE HOME
 JW1216'SALES, 7.31 METERS (24.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 JW1216'HIGHWAY, 12.50 METERS (41.0 FT) NORTH-NORTHWEST OF THE WEST CORNER OF
 JW1216'THE FRAME OFFICE BUILDING OF THE MOBILE HOME SALES, 0.30 METER
 JW1216'(1.0 FT) SOUTH OF THE SOUTH CORNER OF THE CONCRETE BASE OF THE SIGN
 JW1216'FOR THE MOBILE HOME SALES.
 JW1216'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4118 ***********************************************************************
 JV4118  DESIGNATION -  F 327
 JV4118  PID         -  JV4118
 JV4118  STATE/COUNTY-  WV/JEFFERSON
 JV4118  USGS QUAD   -  CHARLES TOWN (1988)
 JV4118
 JV4118                         *CURRENT SURVEY CONTROL
 JV4118  ___________________________________________________________________
 JV4118* NAD 83(1986)-  39 21 02.     (N)    077 51 17.     (W)     SCALED    
 JV4118* NAVD 88     -       171.624  (meters)     563.07   (feet)  ADJUSTED  
 JV4118  ___________________________________________________________________
 JV4118  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JV4118  DYNAMIC HT  -         171.521 (meters)     562.73  (feet)  COMP
 JV4118  MODELED GRAV-     980,024.7   (mgal)                       NAVD 88
 JV4118
 JV4118  VERT ORDER  -  FIRST     CLASS II
 JV4118
 JV4118.The horizontal coordinates were scaled from a topographic map and have
 JV4118.an estimated accuracy of +/- 6 seconds.
 JV4118
 JV4118.The orthometric height was determined by differential leveling
 JV4118.and adjusted by the National Geodetic Survey in June 1991..
 JV4118
 JV4118.The geoid height was determined by GEOID03.
 JV4118
 JV4118.The dynamic height is computed by dividing the NAVD 88
 JV4118.geopotential number by the normal gravity value computed on the
 JV4118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4118.degrees latitude (g = 980.6199 gals.).
 JV4118
 JV4118.The modeled gravity was interpolated from observed gravity values.
 JV4118
 JV4118;                    North         East    Units  Estimated Accuracy
 JV4118;SPC WV N     -    95,720.      741,800.      MT  (+/- 180 meters Scaled)
 JV4118
 JV4118                          SUPERSEDED SURVEY CONTROL
 JV4118
 JV4118.No superseded survey control is available for this station.
 JV4118
 JV4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ540595(NAD 83)
 JV4118_MARKER: DB = BENCH MARK DISK
 JV4118_SETTING: 66 = SET IN ROCK OUTCROP
 JV4118_SP_SET: ROCK OUTCROP
 JV4118_STAMPING: F 327 1983
 JV4118_MARK LOGO: NGS   
 JV4118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4118+STABILITY: POSITION/ELEVATION WELL
 JV4118
 JV4118  HISTORY     - Date     Condition        Report By
 JV4118  HISTORY     - 1983     MONUMENTED       NGS
 JV4118  HISTORY     - 20031212 GOOD             GEOCAC
 JV4118
 JV4118                          STATION DESCRIPTION
 JV4118
 JV4118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4118'6.5 KM (4.05 MI) NORTH FROM RANSON.
 JV4118'6.5 KM (4.05 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE CITY HALL IN
 JV4118'RANSON TO THE MARK ON THE RIGHT, IN ROCK OUTCROP ON THE SOUTH SIDE OF
 JV4118'A GRAVEL DRIVEWAY OF A SINGLE STORY FRAME HOUSE, BOX 133 HIGHWAY 9,
 JV4118'8.38 METERS (27.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 JV4118'5.48 METERS (18.0 FT) SOUTH OF THE CENTER OF THE GRAVEL DRIVEWAY,
 JV4118'22.55 METERS (74.0 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JV4118'HOUSE, 1.37 METERS (4.5 FT) EAST OF POWER POLE 2848.
 JV4118'THE MARK IS 0.30 M ABOVE HIGHWAY.
 JV4118
 JV4118                          STATION RECOVERY (2003)
 JV4118
 JV4118'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 JV4118'LOCATED APPROXIMATELY ACROSS THE HIGHWAY FROM A GARDEN CENTER. THE
 JV4118'GRAVEL DRIVEWAY MENTIONED IN THE 1983 DESCRIPTION IS NOW PAVED. SET IN
 JV4118'A SMALL ROCK OUTCROP THAT IS ONLY SLIGHTLY ABOVE THE LEVEL OF THE
 JV4118'SURROUNDING LAWN. THE POWER POLE REFERRED TO AS 2848 IS MORE
 JV4118'PROMINENTLY LABELED L700 P89. THE STATION DISK IS APPROXIMATELY ONE
 JV4118'FOOT SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3191 ***********************************************************************
 GX3191  DESIGNATION -  F 328
 GX3191  PID         -  GX3191
 GX3191  STATE/COUNTY-  WV/GREENBRIER
 GX3191  USGS QUAD   -  LEWISBURG (1979)
 GX3191
 GX3191                         *CURRENT SURVEY CONTROL
 GX3191  ___________________________________________________________________
 GX3191* NAD 83(1986)-  37 46 38.     (N)    080 27 32.     (W)     SCALED    
 GX3191* NAVD 88     -       661.713  (meters)    2170.97   (feet)  ADJUSTED  
 GX3191  ___________________________________________________________________
 GX3191  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX3191  DYNAMIC HT  -         661.166 (meters)    2169.18  (feet)  COMP
 GX3191  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 GX3191
 GX3191  VERT ORDER  -  FIRST     CLASS II
 GX3191
 GX3191.The horizontal coordinates were scaled from a topographic map and have
 GX3191.an estimated accuracy of +/- 6 seconds.
 GX3191
 GX3191.The orthometric height was determined by differential leveling
 GX3191.and adjusted by the National Geodetic Survey in June 1991..
 GX3191
 GX3191.The geoid height was determined by GEOID03.
 GX3191
 GX3191.The dynamic height is computed by dividing the NAVD 88
 GX3191.geopotential number by the normal gravity value computed on the
 GX3191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3191.degrees latitude (g = 980.6199 gals.).
 GX3191
 GX3191.The modeled gravity was interpolated from observed gravity values.
 GX3191
 GX3191;                    North         East    Units  Estimated Accuracy
 GX3191;SPC WV S     -    86,400.      647,670.      MT  (+/- 180 meters Scaled)
 GX3191
 GX3191                          SUPERSEDED SURVEY CONTROL
 GX3191
 GX3191.No superseded survey control is available for this station.
 GX3191
 GX3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB476812(NAD 83)
 GX3191_MARKER: I = METAL ROD
 GX3191_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GX3191_SP_SET: STAINLESS STEEL ROD
 GX3191_STAMPING: F 328 1984
 GX3191_MARK LOGO: NGS   
 GX3191_PROJECTION: FLUSH
 GX3191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3191+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 GX3191_ROD/PIPE-DEPTH: 6.7  meters
 GX3191
 GX3191  HISTORY     - Date     Condition        Report By
 GX3191  HISTORY     - 1984     MONUMENTED       NGS
 GX3191  HISTORY     - 20051004 GOOD             TEI
 GX3191
 GX3191                          STATION DESCRIPTION
 GX3191
 GX3191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3191'3.3 KM (2.05 MI) SOUTH FROM LEWISBURG.
 GX3191'3.3 KM (2.05 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 GX3191'U.S. HIGHWAY 60 IN LEWISBURG TO THE MARK ON THE RIGHT, 47.24 METERS
 GX3191'(155.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.99 METERS
 GX3191'(29.5 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE TO THE STATE
 GX3191'FAIRGROUNDS, 6.40 METERS (21.0 FT) NORTHEAST OF THE EXTENDED CENTER OF
 GX3191'SPRUCE STREET, 1.34 METERS 4.4 FT) EAST-NORTHEAST OF UTILITY POLE 853
 GX3191'F6.
 GX3191'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 GX3191
 GX3191                          STATION RECOVERY (2005)
 GX3191
 GX3191'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2005 (EMM)
 GX3191'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3251 ***********************************************************************
 GX3251  DESIGNATION -  F 329
 GX3251  PID         -  GX3251
 GX3251  STATE/COUNTY-  WV/MERCER
 GX3251  USGS QUAD   -  BLUEFIELD (1979)
 GX3251
 GX3251                         *CURRENT SURVEY CONTROL
 GX3251  ___________________________________________________________________
 GX3251* NAD 83(1986)-  37 16 26.     (N)    081 12 42.     (W)     SCALED    
 GX3251* NAVD 88     -       785.573  (meters)    2577.33   (feet)  ADJUSTED  
 GX3251  ___________________________________________________________________
 GX3251  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GX3251  DYNAMIC HT  -         784.864 (meters)    2575.01  (feet)  COMP
 GX3251  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 GX3251
 GX3251  VERT ORDER  -  FIRST     CLASS II
 GX3251
 GX3251.The horizontal coordinates were scaled from a topographic map and have
 GX3251.an estimated accuracy of +/- 6 seconds.
 GX3251
 GX3251.The orthometric height was determined by differential leveling
 GX3251.and adjusted by the National Geodetic Survey in June 1991..
 GX3251
 GX3251.The geoid height was determined by GEOID03.
 GX3251
 GX3251.The dynamic height is computed by dividing the NAVD 88
 GX3251.geopotential number by the normal gravity value computed on the
 GX3251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3251.degrees latitude (g = 980.6199 gals.).
 GX3251
 GX3251.The modeled gravity was interpolated from observed gravity values.
 GX3251
 GX3251;                    North         East    Units  Estimated Accuracy
 GX3251;SPC WV S     -    30,420.      581,230.      MT  (+/- 180 meters Scaled)
 GX3251
 GX3251                          SUPERSEDED SURVEY CONTROL
 GX3251
 GX3251.No superseded survey control is available for this station.
 GX3251
 GX3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB812252(NAD 83)
 GX3251_MARKER: DB = BENCH MARK DISK
 GX3251_SETTING: 66 = SET IN ROCK OUTCROP
 GX3251_SP_SET: ROCK OUTCROP
 GX3251_STAMPING: F 329 1984
 GX3251_MARK LOGO: NGS   
 GX3251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3251+STABILITY: POSITION/ELEVATION WELL
 GX3251
 GX3251  HISTORY     - Date     Condition        Report By
 GX3251  HISTORY     - 1984     MONUMENTED       NGS
 GX3251
 GX3251                          STATION DESCRIPTION
 GX3251
 GX3251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3251'1.6 KM (1.0 MI) EAST FROM BLUEFIELD.
 GX3251'0.3 KM (0.2 MI) NORTH ALONG BLAND STREET FROM THE POST OFFICE IN
 GX3251'BLUEFIELD, THENCE 1.3 KM (0.8 MI) EAST ALONG U.S. HIGHWAY 19 TO THE
 GX3251'MARK ON THE LEFT, IN TOP OF THE WEST END OF A ROCK CUT, 6.25 METERS
 GX3251'(20.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 5.79 METERS
 GX3251'(19.0 FT) EAST OF UTILITY POLE 247 2050, 2.68 METERS (8.8 FT) EAST OF
 GX3251'THE WEST END OF THE ROCK CUT.
 GX3251'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 GX3251'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1228 ***********************************************************************
 JY1228  DESIGNATION -  F 330
 JY1228  PID         -  JY1228
 JY1228  STATE/COUNTY-  WV/MASON
 JY1228  USGS QUAD   -  POMEROY (1992)
 JY1228
 JY1228                         *CURRENT SURVEY CONTROL
 JY1228  ___________________________________________________________________
 JY1228* NAD 83(1986)-  39 00 58.     (N)    082 00 01.     (W)     SCALED    
 JY1228* NAVD 88     -       175.144  (meters)     574.62   (feet)  ADJUSTED  
 JY1228  ___________________________________________________________________
 JY1228  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JY1228  DYNAMIC HT  -         175.035 (meters)     574.26  (feet)  COMP
 JY1228  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 JY1228
 JY1228  VERT ORDER  -  FIRST     CLASS II
 JY1228
 JY1228.The horizontal coordinates were scaled from a topographic map and have
 JY1228.an estimated accuracy of +/- 6 seconds.
 JY1228
 JY1228.The orthometric height was determined by differential leveling
 JY1228.and adjusted by the National Geodetic Survey in June 1991..
 JY1228
 JY1228.The geoid height was determined by GEOID03.
 JY1228
 JY1228.The dynamic height is computed by dividing the NAVD 88
 JY1228.geopotential number by the normal gravity value computed on the
 JY1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1228.degrees latitude (g = 980.6199 gals.).
 JY1228
 JY1228.The modeled gravity was interpolated from observed gravity values.
 JY1228
 JY1228;                    North         East    Units  Estimated Accuracy
 JY1228;SPC WV S     -   224,250.      513,370.      MT  (+/- 180 meters Scaled)
 JY1228
 JY1228                          SUPERSEDED SURVEY CONTROL
 JY1228
 JY1228.No superseded survey control is available for this station.
 JY1228
 JY1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD134190(NAD 83)
 JY1228_MARKER: I = METAL ROD
 JY1228_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JY1228_SP_SET: STAINLESS STEEL ROD
 JY1228_STAMPING: F 330 1984
 JY1228_MARK LOGO: NGS   
 JY1228_PROJECTION: FLUSH
 JY1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1228_ROD/PIPE-DEPTH: 3.4  meters
 JY1228
 JY1228  HISTORY     - Date     Condition        Report By
 JY1228  HISTORY     - 1984     MONUMENTED       NGS
 JY1228
 JY1228                          STATION DESCRIPTION
 JY1228
 JY1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1228'1.7 KM (1.1 MI) NW FROM HARTFORD.
 JY1228'1.7 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE CITY
 JY1228'MUNICIPAL BUILDING IN HARTFORD TO THE MARK ON THE LEFT, AT THE
 JY1228'JUNCTION OF HANGING ROCK ROAD, ALSO 3.1 KM (1.95 MI) EAST ALONG
 JY1228'HIGHWAY 33 FROM THE POST OFFICE IN MASON, 7.92 METERS (26.0 FT)
 JY1228'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.14 METERS (30.0 FT)
 JY1228'SOUTHEAST OF THE CENTER OF HANGING ROCK ROAD, 0.61 METER (2.0 FT)
 JY1228'NORTH OF THE SOUTHWEST METAL LEG SUPPORTING THE ROAD SIGN (HANGING
 JY1228'ROCK ROAD).
 JY1228'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 JY1228'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1829 ***********************************************************************
 JX1829  DESIGNATION -  F 331
 JX1829  PID         -  JX1829
 JX1829  STATE/COUNTY-  WV/WOOD
 JX1829  USGS QUAD   -  LUBECK (1994)
 JX1829
 JX1829                         *CURRENT SURVEY CONTROL
 JX1829  ___________________________________________________________________
 JX1829* NAD 83(1986)-  39 11 05.     (N)    081 39 51.     (W)     SCALED    
 JX1829* NAVD 88     -       222.200  (meters)     729.00   (feet)  ADJUSTED  
 JX1829  ___________________________________________________________________
 JX1829  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX1829  DYNAMIC HT  -         222.060 (meters)     728.54  (feet)  COMP
 JX1829  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JX1829
 JX1829  VERT ORDER  -  FIRST     CLASS II
 JX1829
 JX1829.The horizontal coordinates were scaled from a topographic map and have
 JX1829.an estimated accuracy of +/- 6 seconds.
 JX1829
 JX1829.The orthometric height was determined by differential leveling
 JX1829.and adjusted by the National Geodetic Survey in June 1991..
 JX1829
 JX1829.The geoid height was determined by GEOID03.
 JX1829
 JX1829.The dynamic height is computed by dividing the NAVD 88
 JX1829.geopotential number by the normal gravity value computed on the
 JX1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1829.degrees latitude (g = 980.6199 gals.).
 JX1829
 JX1829.The modeled gravity was interpolated from observed gravity values.
 JX1829
 JX1829;                    North         East    Units  Estimated Accuracy
 JX1829;SPC WV N     -    78,270.      413,040.      MT  (+/- 180 meters Scaled)
 JX1829
 JX1829                          SUPERSEDED SURVEY CONTROL
 JX1829
 JX1829.No superseded survey control is available for this station.
 JX1829
 JX1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD426374(NAD 83)
 JX1829_MARKER: DB = BENCH MARK DISK
 JX1829_SETTING: 66 = SET IN ROCK OUTCROP
 JX1829_SP_SET: ROCK OUTCROP
 JX1829_STAMPING: F 331 1984
 JX1829_MARK LOGO: NGS   
 JX1829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1829+STABILITY: POSITION/ELEVATION WELL
 JX1829
 JX1829  HISTORY     - Date     Condition        Report By
 JX1829  HISTORY     - 1984     MONUMENTED       NGS
 JX1829
 JX1829                          STATION DESCRIPTION
 JX1829
 JX1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JX1829'6.8 KM (4.25 MI) SW FROM LUBECK.
 JX1829'6.8 KM (4.25 MI) SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE FIRE
 JX1829'DEPARTMENT IN LUBECK TO THE MARK ON THE RIGHT, IN TOP OF A ROCK OUT
 JX1829'CROP ON THE SOUTHWEST SIDE OF THE ENTRANCE PILLARS INLAYED WITH SIGN
 JX1829'(DAVIS), FOR THE DRIVEWAY LEADING NORTHWEST TO THE DAVIS HOUSE,
 JX1829'13.10 METERS (43.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JX1829'16.76 METERS (55.0 FT) SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHWEST
 JX1829'STONE BLOCK PILLAR, 6.40 METERS (21.0 FT) SOUTHWEST OF THE NORTHEAST
 JX1829'END OF THE EXPOSED OUTCROP.
 JX1829'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 JX1829'THE MARK IS 1.4 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1761 ***********************************************************************
 JW1761  DESIGNATION -  F 334
 JW1761  PID         -  JW1761
 JW1761  STATE/COUNTY-  WV/PRESTON
 JW1761  USGS QUAD   -  BRANDONVILLE (1976)
 JW1761
 JW1761                         *CURRENT SURVEY CONTROL
 JW1761  ___________________________________________________________________
 JW1761* NAD 83(1986)-  39 39 37.     (N)    079 34 56.     (W)     SCALED    
 JW1761* NAVD 88     -       579.364  (meters)    1900.80   (feet)  ADJUSTED  
 JW1761  ___________________________________________________________________
 JW1761  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JW1761  DYNAMIC HT  -         579.000 (meters)    1899.60  (feet)  COMP
 JW1761  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 JW1761
 JW1761  VERT ORDER  -  FIRST     CLASS II
 JW1761
 JW1761.The horizontal coordinates were scaled from a topographic map and have
 JW1761.an estimated accuracy of +/- 6 seconds.
 JW1761
 JW1761.The orthometric height was determined by differential leveling
 JW1761.and adjusted by the National Geodetic Survey in April 1995..
 JW1761
 JW1761.The geoid height was determined by GEOID03.
 JW1761
 JW1761.The dynamic height is computed by dividing the NAVD 88
 JW1761.geopotential number by the normal gravity value computed on the
 JW1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1761.degrees latitude (g = 980.6199 gals.).
 JW1761
 JW1761.The modeled gravity was interpolated from observed gravity values.
 JW1761
 JW1761;                    North         East    Units  Estimated Accuracy
 JW1761;SPC WV N     -   128,810.      592,940.      MT  (+/- 180 meters Scaled)
 JW1761
 JW1761                          SUPERSEDED SURVEY CONTROL
 JW1761
 JW1761.No superseded survey control is available for this station.
 JW1761
 JW1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD216910(NAD 83)
 JW1761_MARKER: DV = VERTICAL CONTROL DISK
 JW1761_SETTING: 66 = SET IN ROCK OUTCROP
 JW1761_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1761_STAMPING: F 334 1993
 JW1761_MARK LOGO: NGS   
 JW1761_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1761+STABILITY: POSITION/ELEVATION WELL
 JW1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1761+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1761
 JW1761  HISTORY     - Date     Condition        Report By
 JW1761  HISTORY     - 1993     MONUMENTED       NGS
 JW1761
 JW1761                          STATION DESCRIPTION
 JW1761
 JW1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1761'15.4 KM (9.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1761'JUNCTION OF STATE HIGHWAY 42 IN FRIENDSVILLE, MARYLAND (EXIT 4), NEAR
 JW1761'THE CENTER OF A 2 BY 3-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 JW1761'15.0 M (49.2 FT) SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF
 JW1761'THE HIGHWAY, 8.7 M (28.5 FT) SOUTHEAST OF THE CENTER OF A HIGH LINE
 JW1761'CROSSING THE HIGHWAY, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 JW1761'AND 0.7 M (2.3 FT) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1786 ***********************************************************************
 JW1786  DESIGNATION -  F 335
 JW1786  PID         -  JW1786
 JW1786  STATE/COUNTY-  WV/MONONGALIA
 JW1786  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1786
 JW1786                         *CURRENT SURVEY CONTROL
 JW1786  ___________________________________________________________________
 JW1786* NAD 83(1986)-  39 39 42.     (N)    079 52 48.     (W)     SCALED    
 JW1786* NAVD 88     -       342.258  (meters)    1122.89   (feet)  ADJUSTED  
 JW1786  ___________________________________________________________________
 JW1786  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JW1786  DYNAMIC HT  -         342.054 (meters)    1122.22  (feet)  COMP
 JW1786  MODELED GRAV-     980,021.9   (mgal)                       NAVD 88
 JW1786
 JW1786  VERT ORDER  -  FIRST     CLASS II
 JW1786
 JW1786.The horizontal coordinates were scaled from a topographic map and have
 JW1786.an estimated accuracy of +/- 6 seconds.
 JW1786
 JW1786.The orthometric height was determined by differential leveling
 JW1786.and adjusted by the National Geodetic Survey in April 1995..
 JW1786
 JW1786.The geoid height was determined by GEOID03.
 JW1786
 JW1786.The dynamic height is computed by dividing the NAVD 88
 JW1786.geopotential number by the normal gravity value computed on the
 JW1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1786.degrees latitude (g = 980.6199 gals.).
 JW1786
 JW1786.The modeled gravity was interpolated from observed gravity values.
 JW1786
 JW1786;                    North         East    Units  Estimated Accuracy
 JW1786;SPC WV N     -   129,030.      567,390.      MT  (+/- 180 meters Scaled)
 JW1786
 JW1786                          SUPERSEDED SURVEY CONTROL
 JW1786
 JW1786.No superseded survey control is available for this station.
 JW1786
 JW1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND960908(NAD 83)
 JW1786_MARKER: DV = VERTICAL CONTROL DISK
 JW1786_SETTING: 66 = SET IN ROCK OUTCROP
 JW1786_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1786_STAMPING: F 335 1993
 JW1786_MARK LOGO: NGS   
 JW1786_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1786+STABILITY: POSITION/ELEVATION WELL
 JW1786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1786+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1786
 JW1786  HISTORY     - Date     Condition        Report By
 JW1786  HISTORY     - 1993     MONUMENTED       NGS
 JW1786
 JW1786                          STATION DESCRIPTION
 JW1786
 JW1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1786'2.1 KM (1.30 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1786'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), NEAR THE CENTER
 JW1786'OF A 3 BY 8-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 118.0 M
 JW1786'(387.1 FT) SOUTHWEST OF A HIGHWAY INFORMATION SIGN, 16.4 M (53.8 FT)
 JW1786'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 JW1786'0.7 M (2.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT)
 JW1786'SOUTHWEST 0F A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0256 ***********************************************************************
 GY0256  DESIGNATION -  F 34
 GY0256  PID         -  GY0256
 GY0256  STATE/COUNTY-  WV/MINGO
 GY0256  USGS QUAD   -  DELBARTON (1976)
 GY0256
 GY0256                         *CURRENT SURVEY CONTROL
 GY0256  ___________________________________________________________________
 GY0256* NAD 83(1986)-  37 41 13.     (N)    082 14 07.     (W)     SCALED    
 GY0256* NAVD 88     -       323.799  (meters)    1062.33   (feet)  ADJUSTED  
 GY0256  ___________________________________________________________________
 GY0256  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GY0256  DYNAMIC HT  -         323.561 (meters)    1061.55  (feet)  COMP
 GY0256  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 GY0256
 GY0256  VERT ORDER  -  SECOND    CLASS 0
 GY0256
 GY0256.The horizontal coordinates were scaled from a topographic map and have
 GY0256.an estimated accuracy of +/- 6 seconds.
 GY0256
 GY0256.The orthometric height was determined by differential leveling
 GY0256.and adjusted by the National Geodetic Survey in June 1991..
 GY0256
 GY0256.The geoid height was determined by GEOID03.
 GY0256
 GY0256.The dynamic height is computed by dividing the NAVD 88
 GY0256.geopotential number by the normal gravity value computed on the
 GY0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0256.degrees latitude (g = 980.6199 gals.).
 GY0256
 GY0256.The modeled gravity was interpolated from observed gravity values.
 GY0256
 GY0256;                    North         East    Units  Estimated Accuracy
 GY0256;SPC WV S     -    76,970.      491,050.      MT  (+/- 180 meters Scaled)
 GY0256
 GY0256                          SUPERSEDED SURVEY CONTROL
 GY0256
 GY0256  NGVD 29 (??/??/92)  324.039  (m)         1063.12   (f) ADJ UNCH    2 0
 GY0256
 GY0256.Superseded values are not recommended for survey control.
 GY0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0256.See file dsdata.txt to determine how the superseded data were derived.
 GY0256
 GY0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB910718(NAD 83)
 GY0256_MARKER: DB = BENCH MARK DISK
 GY0256_SETTING: 66 = SET IN ROCK OUTCROP
 GY0256_SP_SET: ROCK CLIFF
 GY0256_STAMPING: F 34 1935
 GY0256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0256+STABILITY: POSITION/ELEVATION WELL
 GY0256
 GY0256  HISTORY     - Date     Condition        Report By
 GY0256  HISTORY     - 1935     MONUMENTED       CGS
 GY0256
 GY0256                          STATION DESCRIPTION
 GY0256
 GY0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0256'4.5 MI E FROM WILLIAMSON.
 GY0256'4.5 MILES EAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE AT
 GY0256'WILLIAMSON, MINGO COUNTY, 1.0 MILE EAST OF THE JUNCTION OF THE
 GY0256'CINDERELLA ROAD, 0.4 MILE EAST OF A SIGN CINDERELLA, ABOUT 1/4
 GY0256'MILE WEST OF THE TOP OF SYCAMORE MOUNTAIN, 15 FEET WEST OF THE
 GY0256'CENTERLINE OF THE HIGHWAY, ACROSS THE HIGHWAY FROM TWO TALL BEECH
 GY0256'TREES, IN THE FACE OF A ROCK CLIFF, AND ABOUT 2 FEET ABOVE THE
 GY0256'HIGHWAY.  A STANDARD DISK, STAMPED F 34 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0467 ***********************************************************************
 JX0467  DESIGNATION -  F 34
 JX0467  PID         -  JX0467
 JX0467  STATE/COUNTY-  WV/WETZEL
 JX0467  USGS QUAD   -  PADEN CITY (1994)
 JX0467
 JX0467                         *CURRENT SURVEY CONTROL
 JX0467  ___________________________________________________________________
 JX0467* NAD 83(1986)-  39 37 06.     (N)    080 52 47.     (W)     SCALED    
 JX0467* NAVD 88     -       191.583  (meters)     628.55   (feet)  ADJUSTED  
 JX0467  ___________________________________________________________________
 JX0467  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX0467  DYNAMIC HT  -         191.473 (meters)     628.19  (feet)  COMP
 JX0467  MODELED GRAV-     980,044.6   (mgal)                       NAVD 88
 JX0467
 JX0467  VERT ORDER  -  SECOND    CLASS 0
 JX0467
 JX0467.The horizontal coordinates were scaled from a topographic map and have
 JX0467.an estimated accuracy of +/- 6 seconds.
 JX0467
 JX0467.The orthometric height was determined by differential leveling
 JX0467.and adjusted by the National Geodetic Survey in June 1991..
 JX0467
 JX0467.The geoid height was determined by GEOID03.
 JX0467
 JX0467.The dynamic height is computed by dividing the NAVD 88
 JX0467.geopotential number by the normal gravity value computed on the
 JX0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0467.degrees latitude (g = 980.6199 gals.).
 JX0467
 JX0467.The modeled gravity was interpolated from observed gravity values.
 JX0467
 JX0467;                    North         East    Units  Estimated Accuracy
 JX0467;SPC WV N     -   125,060.      481,540.      MT  (+/- 180 meters Scaled)
 JX0467
 JX0467                          SUPERSEDED SURVEY CONTROL
 JX0467
 JX0467  NGVD 29 (??/??/92)  191.736  (m)          629.05   (f) ADJ UNCH    2 0
 JX0467
 JX0467.Superseded values are not recommended for survey control.
 JX0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0467.See file dsdata.txt to determine how the superseded data were derived.
 JX0467
 JX0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND103854(NAD 83)
 JX0467_MARKER: DB = BENCH MARK DISK
 JX0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0467_SP_SET: BRIDGE
 JX0467_STAMPING: F 34 1934
 JX0467_MARK LOGO: CGS   
 JX0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0467
 JX0467  HISTORY     - Date     Condition        Report By
 JX0467  HISTORY     - 1934     MONUMENTED       CGS
 JX0467  HISTORY     - 1983     GOOD             NGS
 JX0467
 JX0467                          STATION DESCRIPTION
 JX0467
 JX0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX0467'1.9 MI S FROM NEW MARTINSVILLE.
 JX0467'1.9 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0467'STATION AT NEW MARTINSVILLE, WETZEL COUNTY, AT I-BEAM BRIDGE 394
 JX0467'OVER A SMALL STREAM, IN THE TOP OF THE NORTH ABUTMENT, 8 YARDS
 JX0467'SOUTHWEST OF POLE 89-20, 5 FEET WEST OF THE WEST RAIL, AND ABOUT
 JX0467'1 FOOT LOWER THAN THE TOP OF THE RAIL.
 JX0467
 JX0467                          STATION RECOVERY (1983)
 JX0467
 JX0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0467'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.  NEW DESCRIPTION
 JX0467'FOLLOWS.  3.0 KM (1.9 MI) SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0467'FROM THE CROSSING OF NORTH STREET IN NEW MARTINSVILLE TO THE MARK ON
 JX0467'THE RIGHT, IN TOP OF THE NORTH ABUTMENT OF A RAILROAD BRIDGE OVER A
 JX0467'STREAM, 1.22 METERS (4.0 FT) WEST OF THE WEST RAIL.
 JX0467'THE MARK IS 0.61 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2245 ***********************************************************************
 GX2245  DESIGNATION -  F 35
 GX2245  PID         -  GX2245
 GX2245  STATE/COUNTY-  WV/LOGAN
 GX2245  USGS QUAD   -  LOGAN (1989)
 GX2245
 GX2245                         *CURRENT SURVEY CONTROL
 GX2245  ___________________________________________________________________
 GX2245* NAD 83(1986)-  37 48 09.     (N)    081 58 58.     (W)     SCALED    
 GX2245* NAVD 88     -       222.121  (meters)     728.74   (feet)  ADJUSTED  
 GX2245  ___________________________________________________________________
 GX2245  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GX2245  DYNAMIC HT  -         221.959 (meters)     728.21  (feet)  COMP
 GX2245  MODELED GRAV-     979,893.7   (mgal)                       NAVD 88
 GX2245
 GX2245  VERT ORDER  -  SECOND    CLASS 0
 GX2245
 GX2245.The horizontal coordinates were scaled from a topographic map and have
 GX2245.an estimated accuracy of +/- 6 seconds.
 GX2245
 GX2245.The orthometric height was determined by differential leveling
 GX2245.and adjusted by the National Geodetic Survey in June 1991..
 GX2245
 GX2245.The geoid height was determined by GEOID03.
 GX2245
 GX2245.The dynamic height is computed by dividing the NAVD 88
 GX2245.geopotential number by the normal gravity value computed on the
 GX2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2245.degrees latitude (g = 980.6199 gals.).
 GX2245
 GX2245.The modeled gravity was interpolated from observed gravity values.
 GX2245
 GX2245;                    North         East    Units  Estimated Accuracy
 GX2245;SPC WV S     -    89,530.      513,460.      MT  (+/- 180 meters Scaled)
 GX2245
 GX2245                          SUPERSEDED SURVEY CONTROL
 GX2245
 GX2245  NGVD 29 (??/??/92)  222.343  (m)          729.47   (f) ADJ UNCH    2 0
 GX2245
 GX2245.Superseded values are not recommended for survey control.
 GX2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2245.See file dsdata.txt to determine how the superseded data were derived.
 GX2245
 GX2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB134843(NAD 83)
 GX2245_MARKER: DB = BENCH MARK DISK
 GX2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2245_STAMPING: F 35 1935
 GX2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2245+STABILITY: SURFACE MOTION
 GX2245
 GX2245  HISTORY     - Date     Condition        Report By
 GX2245  HISTORY     - 1935     MONUMENTED       CGS
 GX2245  HISTORY     - 1957     GOOD             NGS
 GX2245
 GX2245                          STATION DESCRIPTION
 GX2245
 GX2245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2245'1.4 MI SE FROM MONAVILLE.
 GX2245'ABOUT 1.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST
 GX2245'OFFICE AND Y.M.C.A. AT MONAVILLE, AT THE NORTH CITY LIMITS OF
 GX2245'SWITZER, 26 FEET WEST OF CENTER LINE OF HIGHWAY, 130 FEET NORTH
 GX2245'OF NORTHEAST CORNER OF A TWO-STORY HOUSE, 100 1/2 FEET SOUTH OF
 GX2245'WEST END OF SOUTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER
 GX2245'ISLAND CREEK, 16 FEET NORTH OF A 20-INCH CHINESE ELM TREE, ABOUT
 GX2245'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT
 GX2245'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2115 ***********************************************************************
 HX2115  DESIGNATION -  F 37
 HX2115  PID         -  HX2115
 HX2115  STATE/COUNTY-  WV/KANAWHA
 HX2115  USGS QUAD   -  ALUM CREEK (1971)
 HX2115
 HX2115                         *CURRENT SURVEY CONTROL
 HX2115  ___________________________________________________________________
 HX2115* NAD 83(1986)-  38 15 01.     (N)    081 47 48.     (W)     SCALED    
 HX2115* NAVD 88     -       190.911  (meters)     626.35   (feet)  ADJUSTED  
 HX2115  ___________________________________________________________________
 HX2115  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HX2115  DYNAMIC HT  -         190.776 (meters)     625.90  (feet)  COMP
 HX2115  MODELED GRAV-     979,920.9   (mgal)                       NAVD 88
 HX2115
 HX2115  VERT ORDER  -  SECOND    CLASS 0
 HX2115
 HX2115.The horizontal coordinates were scaled from a topographic map and have
 HX2115.an estimated accuracy of +/- 6 seconds.
 HX2115
 HX2115.The orthometric height was determined by differential leveling
 HX2115.and adjusted by the National Geodetic Survey in June 1991..
 HX2115
 HX2115.The geoid height was determined by GEOID03.
 HX2115
 HX2115.The dynamic height is computed by dividing the NAVD 88
 HX2115.geopotential number by the normal gravity value computed on the
 HX2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2115.degrees latitude (g = 980.6199 gals.).
 HX2115
 HX2115.The modeled gravity was interpolated from observed gravity values.
 HX2115
 HX2115;                    North         East    Units  Estimated Accuracy
 HX2115;SPC WV S     -   139,070.      530,270.      MT  (+/- 180 meters Scaled)
 HX2115
 HX2115                          SUPERSEDED SURVEY CONTROL
 HX2115
 HX2115  NGVD 29 (??/??/92)  191.118  (m)          627.03   (f) ADJ UNCH    2 0
 HX2115
 HX2115.Superseded values are not recommended for survey control.
 HX2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2115.See file dsdata.txt to determine how the superseded data were derived.
 HX2115
 HX2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC302338(NAD 83)
 HX2115_MARKER: DB = BENCH MARK DISK
 HX2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2115_STAMPING: F 37 1935
 HX2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2115+STABILITY: SURFACE MOTION
 HX2115
 HX2115  HISTORY     - Date     Condition        Report By
 HX2115  HISTORY     - 1935     MONUMENTED       CGS
 HX2115  HISTORY     - 1957     MARK NOT FOUND   USGS
 HX2115
 HX2115                          STATION DESCRIPTION
 HX2115
 HX2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2115'AT SPROUL.
 HX2115'AT SPROUL, KANAWHA COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 HX2115'75 FEET NORTH OF THE NORTH FACE OF THE STATION, 100 FEET
 HX2115'NORTHEAST OF A STORE, 21 FEET NORTH OF THE NORTH RAIL, AND LEVEL
 HX2115'WITH THE TRACK.  A STANDARD DISK, STAMPED F 37 1935 AND SET IN
 HX2115'THE TOP OF A CONCRETE POST.
 HX2115
 HX2115                          STATION RECOVERY (1957)
 HX2115
 HX2115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HX2115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0470 ***********************************************************************
 HY0470  DESIGNATION -  F 38
 HY0470  PID         -  HY0470
 HY0470  STATE/COUNTY-  WV/PUTNAM
 HY0470  USGS QUAD   -  HURRICANE (1989)
 HY0470
 HY0470                         *CURRENT SURVEY CONTROL
 HY0470  ___________________________________________________________________
 HY0470* NAD 83(1986)-  38 25 12.     (N)    082 03 04.     (W)     SCALED    
 HY0470* NAVD 88     -       209.400  (meters)     687.01   (feet)  ADJUSTED  
 HY0470  ___________________________________________________________________
 HY0470  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY0470  DYNAMIC HT  -         209.257 (meters)     686.54  (feet)  COMP
 HY0470  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 HY0470
 HY0470  VERT ORDER  -  SECOND    CLASS 0
 HY0470
 HY0470.The horizontal coordinates were scaled from a topographic map and have
 HY0470.an estimated accuracy of +/- 6 seconds.
 HY0470
 HY0470.The orthometric height was determined by differential leveling
 HY0470.and adjusted by the National Geodetic Survey in June 1991..
 HY0470
 HY0470.The geoid height was determined by GEOID03.
 HY0470
 HY0470.The dynamic height is computed by dividing the NAVD 88
 HY0470.geopotential number by the normal gravity value computed on the
 HY0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0470.degrees latitude (g = 980.6199 gals.).
 HY0470
 HY0470.The modeled gravity was interpolated from observed gravity values.
 HY0470
 HY0470;                    North         East    Units  Estimated Accuracy
 HY0470;SPC WV S     -   158,130.      508,220.      MT  (+/- 180 meters Scaled)
 HY0470
 HY0470                          SUPERSEDED SURVEY CONTROL
 HY0470
 HY0470  NGVD 29 (??/??/92)  209.584  (m)          687.61   (f) ADJ UNCH    2 0
 HY0470
 HY0470.Superseded values are not recommended for survey control.
 HY0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0470.See file dsdata.txt to determine how the superseded data were derived.
 HY0470
 HY0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC082529(NAD 83)
 HY0470_MARKER: DB = BENCH MARK DISK
 HY0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0470_SP_SET: CULVERT
 HY0470_STAMPING: F 38 1935
 HY0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0470
 HY0470  HISTORY     - Date     Condition        Report By
 HY0470  HISTORY     - 1935     MONUMENTED       CGS
 HY0470  HISTORY     - 1956     GOOD             NGS
 HY0470  HISTORY     - 1958     MARK NOT FOUND   USGS
 HY0470
 HY0470                          STATION DESCRIPTION
 HY0470
 HY0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0470'1.8 MI W FROM HURRICANE.
 HY0470'ABOUT 1.8 MILES WEST AND SOUTHWEST ALONG THE CHESAPEAKE AND OHIO
 HY0470'RAILWAY FROM THE STATION AT HURRICANE, 105.2 FEET NORTHEAST OF
 HY0470'MILE POST 481, 123 1/2 FEET NORTHEAST OF NORTHEAST END OF EAST
 HY0470'PIER OF OVERPASS OF U.S. HIGHWAY 60 OVER THE TRACK, 9.8 FEET
 HY0470'SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST TRACK, IN THE TOP OF THE
 HY0470'NORTHEAST END OF SOUTHEAST HEAD WALL OF A 3-FOOT ARCHED CONCRETE
 HY0470'CULVERT UNDER TRACK, 1 1/2 FEET SOUTHWEST OF NORTHEAST END AND
 HY0470'4 FEET BELOW LEVEL OF TRACK.  NOTE-- THE MARK MAY BE COVERED BY
 HY0470'ABOUT 3 FEET OF GRAVEL FILL DURING A RECENT RE-GRADING OF THE
 HY0470'RAILROAD.
 HY0470
 HY0470                          STATION RECOVERY (1958)
 HY0470
 HY0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HY0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2146 ***********************************************************************
 HX2146  DESIGNATION -  F 39
 HX2146  PID         -  HX2146
 HX2146  STATE/COUNTY-  WV/BOONE
 HX2146  USGS QUAD   -  RACINE (1976)
 HX2146
 HX2146                         *CURRENT SURVEY CONTROL
 HX2146  ___________________________________________________________________
 HX2146* NAD 83(1986)-  38 10 46.     (N)    081 42 40.     (W)     SCALED    
 HX2146* NAVD 88     -       199.114  (meters)     653.26   (feet)  ADJUSTED  
 HX2146  ___________________________________________________________________
 HX2146  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HX2146  DYNAMIC HT  -         198.972 (meters)     652.79  (feet)  COMP
 HX2146  MODELED GRAV-     979,914.1   (mgal)                       NAVD 88
 HX2146
 HX2146  VERT ORDER  -  SECOND    CLASS 0
 HX2146
 HX2146.The horizontal coordinates were scaled from a topographic map and have
 HX2146.an estimated accuracy of +/- 6 seconds.
 HX2146
 HX2146.The orthometric height was determined by differential leveling
 HX2146.and adjusted by the National Geodetic Survey in June 1991..
 HX2146
 HX2146.The geoid height was determined by GEOID03.
 HX2146
 HX2146.The dynamic height is computed by dividing the NAVD 88
 HX2146.geopotential number by the normal gravity value computed on the
 HX2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2146.degrees latitude (g = 980.6199 gals.).
 HX2146
 HX2146.The modeled gravity was interpolated from observed gravity values.
 HX2146
 HX2146;                    North         East    Units  Estimated Accuracy
 HX2146;SPC WV S     -   131,140.      537,700.      MT  (+/- 180 meters Scaled)
 HX2146
 HX2146                          SUPERSEDED SURVEY CONTROL
 HX2146
 HX2146  NGVD 29 (??/??/92)  199.321  (m)          653.94   (f) ADJ UNCH    2 0
 HX2146
 HX2146.Superseded values are not recommended for survey control.
 HX2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2146.See file dsdata.txt to determine how the superseded data were derived.
 HX2146
 HX2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC377259(NAD 83)
 HX2146_MARKER: DB = BENCH MARK DISK
 HX2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2146_STAMPING: F 39 1935
 HX2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2146+STABILITY: SURFACE MOTION
 HX2146
 HX2146  HISTORY     - Date     Condition        Report By
 HX2146  HISTORY     - 1935     MONUMENTED       CGS
 HX2146
 HX2146                          STATION DESCRIPTION
 HX2146
 HX2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2146'AT ASHFORD.
 HX2146'AT ASHFORD, ON THE CHESAPEAKE AND OHIO RAILWAY, 0.1 MILE SOUTH OF
 HX2146'MILEPOST S 9, 75 YARDS NORTHEAST OF THE POST OFFICE, 30 YARDS
 HX2146'NORTHEAST OF A SWITCH FROG, 21 FEET WEST OF THE WEST RAIL OF THE
 HX2146'MAIN TRACK, 6 FEET WEST OF THE WEST RAIL OF A SIDING, 22 FEET
 HX2146'EAST OF THE CENTERLINE OF A ROAD, AND ABOUT 1 FOOT LOWER THAN
 HX2146'THE TRACK.  A STANDARD DISK, STAMPED F 39 1935 AND SET IN THE
 HX2146'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0553 ***********************************************************************
 HX0553  DESIGNATION -  F 4
 HX0553  PID         -  HX0553
 HX0553  STATE/COUNTY-  WV/POCAHONTAS
 HX0553  USGS QUAD   -  HILLSBORO (1995)
 HX0553
 HX0553                         *CURRENT SURVEY CONTROL
 HX0553  ___________________________________________________________________
 HX0553* NAD 83(1986)-  38 10 53.     (N)    080 07 35.     (W)     SCALED    
 HX0553* NAVD 88     -       641.303  (meters)    2104.01   (feet)  ADJUSTED  
 HX0553  ___________________________________________________________________
 HX0553  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX0553  DYNAMIC HT  -         640.783 (meters)    2102.30  (feet)  COMP
 HX0553  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 HX0553
 HX0553  VERT ORDER  -  FIRST     CLASS II
 HX0553
 HX0553.The horizontal coordinates were scaled from a topographic map and have
 HX0553.an estimated accuracy of +/- 6 seconds.
 HX0553
 HX0553.The orthometric height was determined by differential leveling
 HX0553.and adjusted by the National Geodetic Survey in June 1991..
 HX0553
 HX0553.The geoid height was determined by GEOID03.
 HX0553
 HX0553.The dynamic height is computed by dividing the NAVD 88
 HX0553.geopotential number by the normal gravity value computed on the
 HX0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0553.degrees latitude (g = 980.6199 gals.).
 HX0553
 HX0553.The modeled gravity was interpolated from observed gravity values.
 HX0553
 HX0553;                    North         East    Units  Estimated Accuracy
 HX0553;SPC WV S     -   131,480.      676,540.      MT  (+/- 180 meters Scaled)
 HX0553
 HX0553                          SUPERSEDED SURVEY CONTROL
 HX0553
 HX0553  NGVD 29 (??/??/92)  641.384  (m)         2104.27   (f) ADJ UNCH    1 2
 HX0553
 HX0553.Superseded values are not recommended for survey control.
 HX0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0553.See file dsdata.txt to determine how the superseded data were derived.
 HX0553
 HX0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC765263(NAD 83)
 HX0553_MARKER: DB = BENCH MARK DISK
 HX0553_SETTING: 66 = SET IN ROCK OUTCROP
 HX0553_SP_SET: ROCK LEDGE
 HX0553_STAMPING: F 4 1933
 HX0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0553+STABILITY: POSITION/ELEVATION WELL
 HX0553
 HX0553  HISTORY     - Date     Condition        Report By
 HX0553  HISTORY     - 1933     MONUMENTED       CGS
 HX0553  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0553
 HX0553                          STATION DESCRIPTION
 HX0553
 HX0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX0553'0.4 MI SE FROM BUCKEYE.
 HX0553'0.4 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX0553'THE STATION AT BUCKEYE, POCAHONTAS COUNTY, 0.3 MILE SOUTHEAST
 HX0553'OF MILEPOST 52, 1500 FEET NORTHWEST OF BRIDGE 51.4, 4 YARDS
 HX0553'NORTH OF THE TRACK, IN THE TOP OF A ROCK LEDGE, AND ABOUT LEVEL
 HX0553'WITH THE RAIL.  A STANDARD DISK, STAMPED F 4 1933.
 HX0553
 HX0553                          STATION RECOVERY (1983)
 HX0553
 HX0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2343 ***********************************************************************
 GX2343  DESIGNATION -  F 40
 GX2343  PID         -  GX2343
 GX2343  STATE/COUNTY-  WV/BOONE
 GX2343  USGS QUAD   -  WHITESVILLE (1988)
 GX2343
 GX2343                         *CURRENT SURVEY CONTROL
 GX2343  ___________________________________________________________________
 GX2343* NAD 83(1986)-  37 58 38.     (N)    081 31 45.     (W)     SCALED    
 GX2343* NAVD 88     -       253.305  (meters)     831.05   (feet)  ADJUSTED  
 GX2343  ___________________________________________________________________
 GX2343  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GX2343  DYNAMIC HT  -         253.117 (meters)     830.43  (feet)  COMP
 GX2343  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 GX2343
 GX2343  VERT ORDER  -  SECOND    CLASS 0
 GX2343
 GX2343.The horizontal coordinates were scaled from a topographic map and have
 GX2343.an estimated accuracy of +/- 6 seconds.
 GX2343
 GX2343.The orthometric height was determined by differential leveling
 GX2343.and adjusted by the National Geodetic Survey in June 1991..
 GX2343
 GX2343.The geoid height was determined by GEOID03.
 GX2343
 GX2343.The dynamic height is computed by dividing the NAVD 88
 GX2343.geopotential number by the normal gravity value computed on the
 GX2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2343.degrees latitude (g = 980.6199 gals.).
 GX2343
 GX2343.The modeled gravity was interpolated from observed gravity values.
 GX2343
 GX2343;                    North         East    Units  Estimated Accuracy
 GX2343;SPC WV S     -   108,590.      553,510.      MT  (+/- 180 meters Scaled)
 GX2343
 GX2343                          SUPERSEDED SURVEY CONTROL
 GX2343
 GX2343  NGVD 29 (??/??/92)  253.506  (m)          831.71   (f) ADJ UNCH    2 0
 GX2343
 GX2343.Superseded values are not recommended for survey control.
 GX2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2343.See file dsdata.txt to determine how the superseded data were derived.
 GX2343
 GX2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC535034(NAD 83)
 GX2343_MARKER: DB = BENCH MARK DISK
 GX2343_SETTING: 66 = SET IN ROCK OUTCROP
 GX2343_SP_SET: ROCK OUTCROP
 GX2343_STAMPING: F 40 1935
 GX2343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2343+STABILITY: POSITION/ELEVATION WELL
 GX2343
 GX2343  HISTORY     - Date     Condition        Report By
 GX2343  HISTORY     - 1935     MONUMENTED       CGS
 GX2343  HISTORY     - 1973     GOOD             LOCENG
 GX2343
 GX2343                          STATION DESCRIPTION
 GX2343
 GX2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2343'AT WHITESVILLE.
 GX2343'AT WHITESVILLE, ON THE CHESAPEAKE AND OHIO RAILWAY, 16-1/2
 GX2343'RAILS SOUTH OF THE STATION, 10 YARDS SOUTH OF A SWITCH, OPPOSITE
 GX2343'POLE 934, 10 FEET EAST OF THE EAST RAIL, IN THE FACE OF A ROCK
 GX2343'OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 GX2343'STAMPED F 40 1935 AND SET VERTICALLY.
 GX2343
 GX2343                          STATION RECOVERY (1973)
 GX2343
 GX2343'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2343'600 FT. SOUTH OF STATION AT WHITESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1082 ***********************************************************************
 GX1082  DESIGNATION -  F 41
 GX1082  PID         -  GX1082
 GX1082  STATE/COUNTY-  WV/RALEIGH
 GX1082  USGS QUAD   -  BECKLEY (1989)
 GX1082
 GX1082                         *CURRENT SURVEY CONTROL
 GX1082  ___________________________________________________________________
 GX1082* NAD 83(1986)-  37 46 34.     (N)    081 11 26.     (W)     SCALED    
 GX1082* NAVD 88     -       736.189  (meters)    2415.31   (feet)  ADJUSTED  
 GX1082  ___________________________________________________________________
 GX1082  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1082  DYNAMIC HT  -         735.578 (meters)    2413.31  (feet)  COMP
 GX1082  MODELED GRAV-     979,774.3   (mgal)                       NAVD 88
 GX1082
 GX1082  VERT ORDER  -  SECOND    CLASS 0
 GX1082
 GX1082.The horizontal coordinates were scaled from a topographic map and have
 GX1082.an estimated accuracy of +/- 6 seconds.
 GX1082
 GX1082.The orthometric height was determined by differential leveling
 GX1082.and adjusted by the National Geodetic Survey in June 1991..
 GX1082
 GX1082.The geoid height was determined by GEOID03.
 GX1082
 GX1082.The dynamic height is computed by dividing the NAVD 88
 GX1082.geopotential number by the normal gravity value computed on the
 GX1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1082.degrees latitude (g = 980.6199 gals.).
 GX1082
 GX1082.The modeled gravity was interpolated from observed gravity values.
 GX1082
 GX1082;                    North         East    Units  Estimated Accuracy
 GX1082;SPC WV S     -    86,160.      583,210.      MT  (+/- 180 meters Scaled)
 GX1082
 GX1082                          SUPERSEDED SURVEY CONTROL
 GX1082
 GX1082  NGVD 29 (??/??/92)  736.345  (m)         2415.83   (f) ADJ UNCH    2 0
 GX1082
 GX1082.Superseded values are not recommended for survey control.
 GX1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1082.See file dsdata.txt to determine how the superseded data were derived.
 GX1082
 GX1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB832809(NAD 83)
 GX1082_MARKER: DB = BENCH MARK DISK
 GX1082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1082_SP_SET: BUILDING
 GX1082_STAMPING: F 41 1935
 GX1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1082
 GX1082  HISTORY     - Date     Condition        Report By
 GX1082  HISTORY     - 1935     MONUMENTED       CGS
 GX1082  HISTORY     - 1960     GOOD             NGS
 GX1082  HISTORY     - 20030615 GOOD             INDIV
 GX1082
 GX1082                          STATION DESCRIPTION
 GX1082
 GX1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1082'AT BECKLEY.
 GX1082'AT BECKLEY, AT THE INTERSECTION OF NEVILLE STREET AND WOODLAWN
 GX1082'AVENUE, SET VERTICALLY IN THE NORTHWEST FACE OF STONE MASONRY
 GX1082'POST OFFICE BUILDING, 3 FEET SOUTHWEST OF THE NORTH CORNER OF
 GX1082'BUILDING, 12.9 FEET SOUTHEAST OF THE SOUTHEAST CURB OF NEVILLE
 GX1082'STREET, 29 1/2 FEET SOUTHWEST OF THE SOUTHWEST CURB LINE OF
 GX1082'WOODLAWN AVENUE, AND 3 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 GX1082
 GX1082                          STATION RECOVERY (2003)
 GX1082
 GX1082'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DTS)
 GX1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0729 ***********************************************************************
 GX0729  DESIGNATION -  F 42
 GX0729  PID         -  GX0729
 GX0729  STATE/COUNTY-  WV/SUMMERS
 GX0729  USGS QUAD   -  HINTON (1976)
 GX0729
 GX0729                         *CURRENT SURVEY CONTROL
 GX0729  ___________________________________________________________________
 GX0729* NAD 83(1986)-  37 40 29.     (N)    080 53 16.     (W)     SCALED    
 GX0729* NAVD 88     -       446.298  (meters)    1464.23   (feet)  ADJUSTED  
 GX0729  ___________________________________________________________________
 GX0729  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0729  DYNAMIC HT  -         445.935 (meters)    1463.04  (feet)  COMP
 GX0729  MODELED GRAV-     979,804.3   (mgal)                       NAVD 88
 GX0729
 GX0729  VERT ORDER  -  FIRST     CLASS II
 GX0729
 GX0729.The horizontal coordinates were scaled from a topographic map and have
 GX0729.an estimated accuracy of +/- 6 seconds.
 GX0729
 GX0729.The orthometric height was determined by differential leveling
 GX0729.and adjusted by the National Geodetic Survey in June 1991..
 GX0729
 GX0729.The geoid height was determined by GEOID03.
 GX0729
 GX0729.The dynamic height is computed by dividing the NAVD 88
 GX0729.geopotential number by the normal gravity value computed on the
 GX0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0729.degrees latitude (g = 980.6199 gals.).
 GX0729
 GX0729.The modeled gravity was interpolated from observed gravity values.
 GX0729
 GX0729;                    North         East    Units  Estimated Accuracy
 GX0729;SPC WV S     -    74,890.      609,900.      MT  (+/- 180 meters Scaled)
 GX0729
 GX0729                          SUPERSEDED SURVEY CONTROL
 GX0729
 GX0729  NGVD 29 (??/??/92)  446.470  (m)         1464.79   (f) ADJ UNCH    1 2
 GX0729
 GX0729.Superseded values are not recommended for survey control.
 GX0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0729.See file dsdata.txt to determine how the superseded data were derived.
 GX0729
 GX0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB098697(NAD 83)
 GX0729_MARKER: DB = BENCH MARK DISK
 GX0729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0729_SP_SET: STEPS
 GX0729_STAMPING: F 42 1935
 GX0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0729
 GX0729  HISTORY     - Date     Condition        Report By
 GX0729  HISTORY     - 1935     MONUMENTED       CGS
 GX0729  HISTORY     - 1958     GOOD             NGS
 GX0729
 GX0729                          STATION DESCRIPTION
 GX0729
 GX0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0729'AT HINTON.
 GX0729'AT HINTON, AT THE INTERSECTION OF TEMPLE STREET AND FOURTH
 GX0729'AVE. AT THE ENTRANCE TO HINTON HIGH SCHOOL, 29 FEET SOUTHEAST
 GX0729'OF THE SOUTHEAST CURB OF THE STREET, 114 FEET NORTHEAST OF THE
 GX0729'NORTHEAST CURB OF THE AVENUE, IN TOP OF THE EIGHTH STEP (FIRST
 GX0729'LANDING) AT THE NORTHWEST OR MAIN ENTRANCE TO SCHOOL, 1 FOOT
 GX0729'NORTH OF THE SOUTH CORNER OF STEP OR LANDING, AND ABOUT 4 1/2
 GX0729'FEET ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1153 ***********************************************************************
 GX1153  DESIGNATION -  F 43
 GX1153  PID         -  GX1153
 GX1153  STATE/COUNTY-  WV/RALEIGH
 GX1153  USGS QUAD   -  LESTER (1976)
 GX1153
 GX1153                         *CURRENT SURVEY CONTROL
 GX1153  ___________________________________________________________________
 GX1153* NAD 83(1986)-  37 39 58.     (N)    081 18 27.     (W)     SCALED    
 GX1153* NAVD 88     -       527.290  (meters)    1729.95   (feet)  ADJUSTED  
 GX1153  ___________________________________________________________________
 GX1153  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1153  DYNAMIC HT  -         526.860 (meters)    1728.54  (feet)  COMP
 GX1153  MODELED GRAV-     979,796.9   (mgal)                       NAVD 88
 GX1153
 GX1153  VERT ORDER  -  SECOND    CLASS 0
 GX1153
 GX1153.The horizontal coordinates were scaled from a topographic map and have
 GX1153.an estimated accuracy of +/- 6 seconds.
 GX1153
 GX1153.The orthometric height was determined by differential leveling
 GX1153.and adjusted by the National Geodetic Survey in June 1991..
 GX1153
 GX1153.The geoid height was determined by GEOID03.
 GX1153
 GX1153.The dynamic height is computed by dividing the NAVD 88
 GX1153.geopotential number by the normal gravity value computed on the
 GX1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1153.degrees latitude (g = 980.6199 gals.).
 GX1153
 GX1153.The modeled gravity was interpolated from observed gravity values.
 GX1153
 GX1153;                    North         East    Units  Estimated Accuracy
 GX1153;SPC WV S     -    73,980.      572,870.      MT  (+/- 180 meters Scaled)
 GX1153
 GX1153                          SUPERSEDED SURVEY CONTROL
 GX1153
 GX1153  NGVD 29 (??/??/92)  527.448  (m)         1730.47   (f) ADJ UNCH    2 0
 GX1153
 GX1153.Superseded values are not recommended for survey control.
 GX1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1153.See file dsdata.txt to determine how the superseded data were derived.
 GX1153
 GX1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB728688(NAD 83)
 GX1153_MARKER: DB = BENCH MARK DISK
 GX1153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1153_SP_SET: BRIDGE
 GX1153_STAMPING: F 43 1935
 GX1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1153
 GX1153  HISTORY     - Date     Condition        Report By
 GX1153  HISTORY     - 1935     MONUMENTED       CGS
 GX1153  HISTORY     - 1960     GOOD             NGS
 GX1153
 GX1153                          STATION DESCRIPTION
 GX1153
 GX1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1153'AT TAMS.
 GX1153'AT TAMS, ABOUT 40 YARDS WEST AND ACROSS THE VIRGINIAN RAILWAY
 GX1153'TRACKS FROM THE WEST CORNER OF STATION, IN THE TOP OF A MASONRY
 GX1153'RETAINING WALL THAT FORMS THE SOUTHWEST BANK OF BAILEY BRANCH,
 GX1153'27 FEET NORTHWEST OF NORTHWEST RAIL, 24 FEET NORTHWEST OF WEST
 GX1153'CORNER OF A 12-FOOT CONCRETE RAILROAD BRIDGE OVER STREAM, 24
 GX1153'FEET SOUTHWEST OF CENTER LINE OF A ROAD LEADING NORTHWEST TO
 GX1153'STATE HIGHWAY 16, AND ABOUT 3 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2176 ***********************************************************************
 GX2176  DESIGNATION -  F 44
 GX2176  PID         -  GX2176
 GX2176  STATE/COUNTY-  WV/WYOMING
 GX2176  USGS QUAD   -  PINEVILLE (1976)
 GX2176
 GX2176                         *CURRENT SURVEY CONTROL
 GX2176  ___________________________________________________________________
 GX2176* NAD 83(1986)-  37 30 07.     (N)    081 32 37.     (W)     SCALED    
 GX2176* NAVD 88     -       476.906  (meters)    1564.65   (feet)  ADJUSTED  
 GX2176  ___________________________________________________________________
 GX2176  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX2176  DYNAMIC HT  -         476.521 (meters)    1563.39  (feet)  COMP
 GX2176  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GX2176
 GX2176  VERT ORDER  -  SECOND    CLASS 0
 GX2176
 GX2176.The horizontal coordinates were scaled from a topographic map and have
 GX2176.an estimated accuracy of +/- 6 seconds.
 GX2176
 GX2176.The orthometric height was determined by differential leveling
 GX2176.and adjusted by the National Geodetic Survey in June 1991..
 GX2176
 GX2176.The geoid height was determined by GEOID03.
 GX2176
 GX2176.The dynamic height is computed by dividing the NAVD 88
 GX2176.geopotential number by the normal gravity value computed on the
 GX2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2176.degrees latitude (g = 980.6199 gals.).
 GX2176
 GX2176.The modeled gravity was interpolated from observed gravity values.
 GX2176
 GX2176;                    North         East    Units  Estimated Accuracy
 GX2176;SPC WV S     -    55,850.      551,930.      MT  (+/- 180 meters Scaled)
 GX2176
 GX2176                          SUPERSEDED SURVEY CONTROL
 GX2176
 GX2176  NGVD 29 (??/??/92)  477.060  (m)         1565.15   (f) ADJ UNCH    2 0
 GX2176
 GX2176.Superseded values are not recommended for survey control.
 GX2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2176.See file dsdata.txt to determine how the superseded data were derived.
 GX2176
 GX2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB519506(NAD 83)
 GX2176_MARKER: DB = BENCH MARK DISK
 GX2176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2176_SP_SET: BRIDGE
 GX2176_STAMPING: F 44 1935
 GX2176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX2176+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2000
 GX2176
 GX2176  HISTORY     - Date     Condition        Report By
 GX2176  HISTORY     - 1935     MONUMENTED       CGS
 GX2176  HISTORY     - 1958     GOOD             NGS
 GX2176  HISTORY     - 1963     GOOD             AEROS
 GX2176  HISTORY     - 1980     GOOD             LOCSUR
 GX2176  HISTORY     - 20000408 GOOD             LOCSUR
 GX2176
 GX2176                          STATION DESCRIPTION
 GX2176
 GX2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2176'8.2 MI N FROM WELCH.
 GX2176'ABOUT 8.2 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE
 GX2176'AT WELCH, 30 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, AT AN 80-FOOT
 GX2176'BRIDGE OVER INDIAN CREEK, IN TOP OF THE WING WALL AT THE WEST
 GX2176'CORNER OF THE OLD HIGHWAY BRIDGE OVER THE CREEK, 10 FEET NORTHWEST
 GX2176'OF THE CENTER LINE OF THE FORMER HIGHWAY, 2 1/2 FEET EAST OF THE
 GX2176'WEST END OF THE WING WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 GX2176
 GX2176                          STATION RECOVERY (1963)
 GX2176
 GX2176'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2176'RECOVERED IN GOOD CONDITION.
 GX2176
 GX2176                          STATION RECOVERY (1980)
 GX2176
 GX2176'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2176'RECOVERED IN GOOD CONDITION.
 GX2176
 GX2176                          STATION RECOVERY (2000)
 GX2176
 GX2176'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (TS)
 GX2176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2209 ***********************************************************************
 GX2209  DESIGNATION -  F 45
 GX2209  PID         -  GX2209
 GX2209  STATE/COUNTY-  WV/LOGAN
 GX2209  USGS QUAD   -  MALLORY (1976)
 GX2209
 GX2209                         *CURRENT SURVEY CONTROL
 GX2209  ___________________________________________________________________
 GX2209* NAD 83(1986)-  37 43 32.     (N)    081 50 52.     (W)     SCALED    
 GX2209* NAVD 88     -       235.558  (meters)     772.83   (feet)  ADJUSTED  
 GX2209  ___________________________________________________________________
 GX2209  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GX2209  DYNAMIC HT  -         235.382 (meters)     772.25  (feet)  COMP
 GX2209  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 GX2209
 GX2209  VERT ORDER  -  SECOND    CLASS 0
 GX2209
 GX2209.The horizontal coordinates were scaled from a topographic map and have
 GX2209.an estimated accuracy of +/- 6 seconds.
 GX2209
 GX2209.The orthometric height was determined by differential leveling
 GX2209.and adjusted by the National Geodetic Survey in June 1991..
 GX2209
 GX2209.The geoid height was determined by GEOID03.
 GX2209
 GX2209.The dynamic height is computed by dividing the NAVD 88
 GX2209.geopotential number by the normal gravity value computed on the
 GX2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2209.degrees latitude (g = 980.6199 gals.).
 GX2209
 GX2209.The modeled gravity was interpolated from observed gravity values.
 GX2209
 GX2209;                    North         East    Units  Estimated Accuracy
 GX2209;SPC WV S     -    80,870.      525,270.      MT  (+/- 180 meters Scaled)
 GX2209
 GX2209                          SUPERSEDED SURVEY CONTROL
 GX2209
 GX2209  NGVD 29 (??/??/92)  235.765  (m)          773.51   (f) ADJ UNCH    2 0
 GX2209
 GX2209.Superseded values are not recommended for survey control.
 GX2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2209.See file dsdata.txt to determine how the superseded data were derived.
 GX2209
 GX2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB252757(NAD 83)
 GX2209_MARKER: DB = BENCH MARK DISK
 GX2209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2209_SP_SET: BRIDGE
 GX2209_STAMPING: F 45 1935
 GX2209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2209
 GX2209  HISTORY     - Date     Condition        Report By
 GX2209  HISTORY     - 1935     MONUMENTED       CGS
 GX2209  HISTORY     - 1957     GOOD             NGS
 GX2209
 GX2209                          STATION DESCRIPTION
 GX2209
 GX2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2209'AT MALLORY.
 GX2209'AT MALLORY, ABOUT 15 YARDS SOUTHEAST OF INTERSECTION OF STATE
 GX2209'HIGHWAY 10 AND THE CHESAPEAKE AND OHIO RAILWAY, AT RAILROAD
 GX2209'BRIDGE NO. 15 OVER HUFF CREEK, IN THE TOP OF THE NORTH END OF
 GX2209'WEST ABUTMENT OF RAILWAY BRIDGE AND ABOUT 3 FEET BELOW LEVEL OF
 GX2209'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0028 ***********************************************************************
 GY0028  DESIGNATION -  F 46
 GY0028  PID         -  GY0028
 GY0028  STATE/COUNTY-  WV/WAYNE
 GY0028  USGS QUAD   -  WEBB (1989)
 GY0028
 GY0028                         *CURRENT SURVEY CONTROL
 GY0028  ___________________________________________________________________
 GY0028* NAD 83(1986)-  37 54 13.     (N)    082 26 35.     (W)     SCALED    
 GY0028* NAVD 88     -       188.706  (meters)     619.11   (feet)  ADJUSTED  
 GY0028  ___________________________________________________________________
 GY0028  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GY0028  DYNAMIC HT  -         188.568 (meters)     618.66  (feet)  COMP
 GY0028  MODELED GRAV-     979,892.9   (mgal)                       NAVD 88
 GY0028
 GY0028  VERT ORDER  -  SECOND    CLASS 0
 GY0028
 GY0028.The horizontal coordinates were scaled from a topographic map and have
 GY0028.an estimated accuracy of +/- 6 seconds.
 GY0028
 GY0028.The orthometric height was determined by differential leveling
 GY0028.and adjusted by the National Geodetic Survey in June 1991..
 GY0028
 GY0028.The geoid height was determined by GEOID03.
 GY0028
 GY0028.The dynamic height is computed by dividing the NAVD 88
 GY0028.geopotential number by the normal gravity value computed on the
 GY0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0028.degrees latitude (g = 980.6199 gals.).
 GY0028
 GY0028.The modeled gravity was interpolated from observed gravity values.
 GY0028
 GY0028;                    North         East    Units  Estimated Accuracy
 GY0028;SPC WV S     -   101,280.      473,100.      MT  (+/- 180 meters Scaled)
 GY0028
 GY0028                          SUPERSEDED SURVEY CONTROL
 GY0028
 GY0028  NGVD 29 (??/??/92)  188.926  (m)          619.83   (f) ADJ UNCH    2 0
 GY0028
 GY0028.Superseded values are not recommended for survey control.
 GY0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0028.See file dsdata.txt to determine how the superseded data were derived.
 GY0028
 GY0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB731961(NAD 83)
 GY0028_MARKER: DB = BENCH MARK DISK
 GY0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0028_STAMPING: F 46 1935
 GY0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0028+STABILITY: SURFACE MOTION
 GY0028
 GY0028  HISTORY     - Date     Condition        Report By
 GY0028  HISTORY     - 1935     MONUMENTED       CGS
 GY0028
 GY0028                          STATION DESCRIPTION
 GY0028
 GY0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0028'AT CRUM.
 GY0028'AT CRUM, WAYNE COUNTY, ON THE NORFOLK AND WESTERN RAILWAY, 83.5
 GY0028'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION, AT A ROAD
 GY0028'CROSSING, 72 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 GY0028'52, 30.5 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 19.5
 GY0028'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 13.2
 GY0028'FEET NORTHEAST OF THE NORTHEAST RAIL OF A SPUR TRACK, AND LEVEL
 GY0028'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 46 1935
 GY0028'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0112 ***********************************************************************
 GY0112  DESIGNATION -  F 47
 GY0112  PID         -  GY0112
 GY0112  STATE/COUNTY-  WV/MINGO
 GY0112  USGS QUAD   -  MATEWAN (1992)
 GY0112
 GY0112                         *CURRENT SURVEY CONTROL
 GY0112  ___________________________________________________________________
 GY0112* NAD 83(1986)-  37 37 19.     (N)    082 09 47.     (W)     SCALED    
 GY0112* NAVD 88     -       213.124  (meters)     699.22   (feet)  ADJUSTED  
 GY0112  ___________________________________________________________________
 GY0112  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GY0112  DYNAMIC HT  -         212.965 (meters)     698.70  (feet)  COMP
 GY0112  MODELED GRAV-     979,877.5   (mgal)                       NAVD 88
 GY0112
 GY0112  VERT ORDER  -  SECOND    CLASS 0
 GY0112
 GY0112.The horizontal coordinates were scaled from a topographic map and have
 GY0112.an estimated accuracy of +/- 6 seconds.
 GY0112
 GY0112.The orthometric height was determined by differential leveling
 GY0112.and adjusted by the National Geodetic Survey in June 1991..
 GY0112
 GY0112.The geoid height was determined by GEOID03.
 GY0112
 GY0112.The dynamic height is computed by dividing the NAVD 88
 GY0112.geopotential number by the normal gravity value computed on the
 GY0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0112.degrees latitude (g = 980.6199 gals.).
 GY0112
 GY0112.The modeled gravity was interpolated from observed gravity values.
 GY0112
 GY0112;                    North         East    Units  Estimated Accuracy
 GY0112;SPC WV S     -    69,670.      497,330.      MT  (+/- 180 meters Scaled)
 GY0112
 GY0112                          SUPERSEDED SURVEY CONTROL
 GY0112
 GY0112  NGVD 29 (??/??/92)  213.352  (m)          699.97   (f) ADJ UNCH    2 0
 GY0112
 GY0112.Superseded values are not recommended for survey control.
 GY0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0112.See file dsdata.txt to determine how the superseded data were derived.
 GY0112
 GY0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB973645(NAD 83)
 GY0112_MARKER: DB = BENCH MARK DISK
 GY0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0112_SP_SET: ABUTMENT
 GY0112_STAMPING: F 47 1935
 GY0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0112
 GY0112  HISTORY     - Date     Condition        Report By
 GY0112  HISTORY     - 1935     MONUMENTED       CGS
 GY0112  HISTORY     - 1957     GOOD             NGS
 GY0112  HISTORY     - 20060308 MARK NOT FOUND   JCLS
 GY0112
 GY0112                          STATION DESCRIPTION
 GY0112
 GY0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0112'AT MATEWAN.
 GY0112'AT MATEWAN, ALONG THE NORFOLK AND WESTERN RAILWAY, ABOUT 118
 GY0112'YARDS SOUTHEAST AND ACROSS TRACK FROM SOUTHEAST CORNER OF
 GY0112'STATION, IN THE TOP OF SOUTHWEST END OF NORTHWEST ABUTMENT OF
 GY0112'RAILWAY OVERPASS OVER STATE HIGHWAY 49, 10 FEET SOUTHWEST OF
 GY0112'SOUTHWEST RAIL, 2 1/2 FEET NORTHEAST OF SOUTHWEST END OF ABUTMENT
 GY0112'AND 1 FOOT BELOW LEVEL OF TRACK.
 GY0112
 GY0112                          STATION RECOVERY (2006)
 GY0112
 GY0112'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 GY0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2422 ***********************************************************************
 GX2422  DESIGNATION -  F 48
 GX2422  PID         -  GX2422
 GX2422  STATE/COUNTY-  WV/MCDOWELL
 GX2422  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2422
 GX2422                         *CURRENT SURVEY CONTROL
 GX2422  ___________________________________________________________________
 GX2422* NAD 83(1986)-  37 30 17.     (N)    081 54 59.     (W)     SCALED    
 GX2422* NAVD 88     -       285.704  (meters)     937.35   (feet)  ADJUSTED  
 GX2422  ___________________________________________________________________
 GX2422  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX2422  DYNAMIC HT  -         285.480 (meters)     936.61  (feet)  COMP
 GX2422  MODELED GRAV-     979,840.6   (mgal)                       NAVD 88
 GX2422
 GX2422  VERT ORDER  -  SECOND    CLASS 0
 GX2422
 GX2422.The horizontal coordinates were scaled from a topographic map and have
 GX2422.an estimated accuracy of +/- 6 seconds.
 GX2422
 GX2422.The orthometric height was determined by differential leveling
 GX2422.and adjusted by the National Geodetic Survey in June 1991..
 GX2422
 GX2422.The geoid height was determined by GEOID03.
 GX2422
 GX2422.The dynamic height is computed by dividing the NAVD 88
 GX2422.geopotential number by the normal gravity value computed on the
 GX2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2422.degrees latitude (g = 980.6199 gals.).
 GX2422
 GX2422.The modeled gravity was interpolated from observed gravity values.
 GX2422
 GX2422;                    North         East    Units  Estimated Accuracy
 GX2422;SPC WV S     -    56,420.      518,980.      MT  (+/- 180 meters Scaled)
 GX2422
 GX2422                          SUPERSEDED SURVEY CONTROL
 GX2422
 GX2422  NGVD 29 (??/??/92)  285.912  (m)          938.03   (f) ADJ UNCH    2 0
 GX2422
 GX2422.Superseded values are not recommended for survey control.
 GX2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2422.See file dsdata.txt to determine how the superseded data were derived.
 GX2422
 GX2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB190512(NAD 83)
 GX2422_MARKER: DB = BENCH MARK DISK
 GX2422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2422_SP_SET: BUILDING
 GX2422_STAMPING: F 48 1935
 GX2422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2422
 GX2422  HISTORY     - Date     Condition        Report By
 GX2422  HISTORY     - 1935     MONUMENTED       CGS
 GX2422
 GX2422                          STATION DESCRIPTION
 GX2422
 GX2422'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2422'AT MOHAWK.
 GX2422'AT MOHAWK, MCDOWELL  COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GX2422'10 RAILS NORTHWEST OF THE STATION, 27.8 FEET SOUTHWEST OF THE
 GX2422'SOUTHWEST RAIL, AT THE POST OFFICE, IN THE NORTHEAST WALL, 3 FEET
 GX2422'NORTHWEST OF THE FRONT ENTRANCE, AND 3.1 FEET ABOVE THE WALK.
 GX2422'A STANDARD DISK, STAMPED F 48 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1648 ***********************************************************************
 GX1648  DESIGNATION -  F 49
 GX1648  PID         -  GX1648
 GX1648  STATE/COUNTY-  WV/MCDOWELL
 GX1648  USGS QUAD   -  WELCH (1976)
 GX1648
 GX1648                         *CURRENT SURVEY CONTROL
 GX1648  ___________________________________________________________________
 GX1648* NAD 83(1986)-  37 27 35.     (N)    081 37 05.     (W)     SCALED    
 GX1648* NAVD 88     -       382.619  (meters)    1255.31   (feet)  ADJUSTED  
 GX1648  ___________________________________________________________________
 GX1648  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GX1648  DYNAMIC HT  -         382.307 (meters)    1254.29  (feet)  COMP
 GX1648  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 GX1648
 GX1648  VERT ORDER  -  SECOND    CLASS 0
 GX1648
 GX1648.The horizontal coordinates were scaled from a topographic map and have
 GX1648.an estimated accuracy of +/- 6 seconds.
 GX1648
 GX1648.The orthometric height was determined by differential leveling
 GX1648.and adjusted by the National Geodetic Survey in June 1991..
 GX1648
 GX1648.The geoid height was determined by GEOID03.
 GX1648
 GX1648.The dynamic height is computed by dividing the NAVD 88
 GX1648.geopotential number by the normal gravity value computed on the
 GX1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1648.degrees latitude (g = 980.6199 gals.).
 GX1648
 GX1648.The modeled gravity was interpolated from observed gravity values.
 GX1648
 GX1648;                    North         East    Units  Estimated Accuracy
 GX1648;SPC WV S     -    51,210.      545,320.      MT  (+/- 180 meters Scaled)
 GX1648
 GX1648                          SUPERSEDED SURVEY CONTROL
 GX1648
 GX1648  NGVD 29 (??/??/92)  382.789  (m)         1255.87   (f) ADJ UNCH    2 0
 GX1648
 GX1648.Superseded values are not recommended for survey control.
 GX1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1648.See file dsdata.txt to determine how the superseded data were derived.
 GX1648
 GX1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB453460(NAD 83)
 GX1648_MARKER: DB = BENCH MARK DISK
 GX1648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1648_SP_SET: ABUTMENT
 GX1648_STAMPING: F 49 1935
 GX1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1648
 GX1648  HISTORY     - Date     Condition        Report By
 GX1648  HISTORY     - 1935     MONUMENTED       CGS
 GX1648  HISTORY     - 1958     GOOD             NGS
 GX1648
 GX1648                          STATION DESCRIPTION
 GX1648
 GX1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1648'3.2 MI NW FROM WELCH.
 GX1648'3.15 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1648'THE STATION AT WELCH, ALSO ABOUT 2.9 MILES SOUTHEAST ALONG THE
 GX1648'N. AND W. RY. FROM THE STATION AT DAVY, AT BRIDGE 898 A OVER TUG
 GX1648'FORK, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OR
 GX1648'BRIDGE SEAT, 10 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 GX1648'2 1/2 FEET NORTH OF THE SOUTH EDGE OF THE ABUTMENT, 5 FEET
 GX1648'SOUTHEAST OF THE EAST END OF THE STEEL BRIDGE SUPPORT, AND ABOUT
 GX1648'5 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2028 ***********************************************************************
 HX2028  DESIGNATION -  F 5
 HX2028  PID         -  HX2028
 HX2028  STATE/COUNTY-  WV/KANAWHA
 HX2028  USGS QUAD   -  SAINT ALBANS (1976)
 HX2028
 HX2028                         *CURRENT SURVEY CONTROL
 HX2028  ___________________________________________________________________
 HX2028* NAD 83(1986)-  38 22 57.     (N)    081 47 15.     (W)     SCALED    
 HX2028* NAVD 88     -       180.330  (meters)     591.63   (feet)  ADJUSTED  
 HX2028  ___________________________________________________________________
 HX2028  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HX2028  DYNAMIC HT  -         180.205 (meters)     591.22  (feet)  COMP
 HX2028  MODELED GRAV-     979,931.8   (mgal)                       NAVD 88
 HX2028
 HX2028  VERT ORDER  -  FIRST     CLASS II
 HX2028
 HX2028.The horizontal coordinates were scaled from a topographic map and have
 HX2028.an estimated accuracy of +/- 6 seconds.
 HX2028
 HX2028.The orthometric height was determined by differential leveling
 HX2028.and adjusted by the National Geodetic Survey in June 1991..
 HX2028
 HX2028.The geoid height was determined by GEOID03.
 HX2028
 HX2028.The dynamic height is computed by dividing the NAVD 88
 HX2028.geopotential number by the normal gravity value computed on the
 HX2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2028.degrees latitude (g = 980.6199 gals.).
 HX2028
 HX2028.The modeled gravity was interpolated from observed gravity values.
 HX2028
 HX2028;                    North         East    Units  Estimated Accuracy
 HX2028;SPC WV S     -   153,740.      531,200.      MT  (+/- 180 meters Scaled)
 HX2028
 HX2028                          SUPERSEDED SURVEY CONTROL
 HX2028
 HX2028  NGVD 29 (??/??/92)  180.532  (m)          592.30   (f) ADJ UNCH    1 2
 HX2028
 HX2028.Superseded values are not recommended for survey control.
 HX2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2028.See file dsdata.txt to determine how the superseded data were derived.
 HX2028
 HX2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC312485(NAD 83)
 HX2028_MARKER: DB = BENCH MARK DISK
 HX2028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2028_SP_SET: FOUNDATION PIER
 HX2028_STAMPING: F 5 1933
 HX2028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2028
 HX2028  HISTORY     - Date     Condition        Report By
 HX2028  HISTORY     - 1933     MONUMENTED       CGS
 HX2028
 HX2028                          STATION DESCRIPTION
 HX2028
 HX2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX2028'4.7 MI S FROM NITRO.
 HX2028'ON THE CORNING-CHARLESTON BRANCH OF THE NYCRR AT THE TURNER
 HX2028'SUB-STATION OF THE APPALACHIAN ELECTRIC POWER CO., ON THE NW
 HX2028'FOUNDATION PIER OF THE HOIST NEAR THE N GATE, 18 YDS E OF THE
 HX2028'CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2029 ***********************************************************************
 HX2029  DESIGNATION -  F 5 RESET
 HX2029  PID         -  HX2029
 HX2029  STATE/COUNTY-  WV/KANAWHA
 HX2029  USGS QUAD   -  SAINT ALBANS (1976)
 HX2029
 HX2029                         *CURRENT SURVEY CONTROL
 HX2029  ___________________________________________________________________
 HX2029* NAD 83(1986)-  38 22 57.     (N)    081 47 15.     (W)     SCALED    
 HX2029* NAVD 88     -       179.77   (+/-2cm)     589.8    (feet)  VERTCON   
 HX2029  ___________________________________________________________________
 HX2029  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HX2029
 HX2029  VERT ORDER  -  THIRD (See Below)
 HX2029
 HX2029.The horizontal coordinates were scaled from a topographic map and have
 HX2029.an estimated accuracy of +/- 6 seconds.
 HX2029
 HX2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2029.The vertical order pertains to the NGVD 29 superseded value.
 HX2029
 HX2029.The geoid height was determined by GEOID03.
 HX2029
 HX2029;                    North         East    Units  Estimated Accuracy
 HX2029;SPC WV S     -   153,740.      531,200.      MT  (+/- 180 meters Scaled)
 HX2029
 HX2029                          SUPERSEDED SURVEY CONTROL
 HX2029
 HX2029  NGVD 29 (09/25/03)  179.97   (m)          590.5    (f) RESET       3  
 HX2029
 HX2029.Superseded values are not recommended for survey control.
 HX2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2029.See file dsdata.txt to determine how the superseded data were derived.
 HX2029
 HX2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC312485(NAD 83)
 HX2029_MARKER: DB = BENCH MARK DISK
 HX2029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2029_SP_SET: TRANSFORMER HOIST PIER
 HX2029_STAMPING: F 5 RESET 1943
 HX2029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2029
 HX2029  HISTORY     - Date     Condition        Report By
 HX2029  HISTORY     - 1943     MONUMENTED       APC
 HX2029
 HX2029                          STATION DESCRIPTION
 HX2029
 HX2029'DESCRIBED BY APPALACHIAN POWER COMPANY 1943
 HX2029'4.8 MI SE FROM NITRO.
 HX2029'ABOUT 4.8 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2029'FROM NITRO, KANAWHA COUNTY, AT THE TURN SUBSTATION OF THE
 HX2029'APPALACHIAN ELECTRIC POWER CO., OPPOSITE A POINT ABOUT 300 FEET
 HX2029'EAST OF MILEPOST 116, ABOUT 190 FEET NORTH OF THE CENTER LINE
 HX2029'OF THE TRACK, AND IN THE TOP OF THE NORTHWEST PIER OF THE
 HX2029'TRANSFORMER HOIST.  A STANDARD DISK, STAMPED F 5 RESET 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1317 ***********************************************************************
 GX1317  DESIGNATION -  F 50
 GX1317  PID         -  GX1317
 GX1317  STATE/COUNTY-  WV/MERCER
 GX1317  USGS QUAD   -  BRAMWELL (1979)
 GX1317
 GX1317                         *CURRENT SURVEY CONTROL
 GX1317  ___________________________________________________________________
 GX1317* NAD 83(1986)-  37 18 52.     (N)    081 19 27.     (W)     SCALED    
 GX1317* NAVD 88     -       697.941  (meters)    2289.83   (feet)  ADJUSTED  
 GX1317  ___________________________________________________________________
 GX1317  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GX1317  DYNAMIC HT  -         697.322 (meters)    2287.80  (feet)  COMP
 GX1317  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 GX1317
 GX1317  VERT ORDER  -  SECOND    CLASS 0
 GX1317
 GX1317.The horizontal coordinates were scaled from a topographic map and have
 GX1317.an estimated accuracy of +/- 6 seconds.
 GX1317
 GX1317.The orthometric height was determined by differential leveling
 GX1317.and adjusted by the National Geodetic Survey in June 1991..
 GX1317
 GX1317.The geoid height was determined by GEOID03.
 GX1317
 GX1317.The dynamic height is computed by dividing the NAVD 88
 GX1317.geopotential number by the normal gravity value computed on the
 GX1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1317.degrees latitude (g = 980.6199 gals.).
 GX1317
 GX1317.The modeled gravity was interpolated from observed gravity values.
 GX1317
 GX1317;                    North         East    Units  Estimated Accuracy
 GX1317;SPC WV S     -    34,950.      571,260.      MT  (+/- 180 meters Scaled)
 GX1317
 GX1317                          SUPERSEDED SURVEY CONTROL
 GX1317
 GX1317  NGVD 29 (??/??/92)  698.053  (m)         2290.20   (f) ADJ UNCH    2 0
 GX1317
 GX1317.Superseded values are not recommended for survey control.
 GX1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1317.See file dsdata.txt to determine how the superseded data were derived.
 GX1317
 GX1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB712298(NAD 83)
 GX1317_MARKER: DB = BENCH MARK DISK
 GX1317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1317_SP_SET: BRIDGE
 GX1317_STAMPING: F 50 1935
 GX1317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1317
 GX1317  HISTORY     - Date     Condition        Report By
 GX1317  HISTORY     - 1935     MONUMENTED       CGS
 GX1317
 GX1317                          STATION DESCRIPTION
 GX1317
 GX1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1317'AT BLUESTONE.
 GX1317'AT BLUESTONE, MERCER COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GX1317'ABOUT 350 YARDS EAST OF THE STATION, AT CATENARY BRIDGE 373-43,
 GX1317'IN THE NORTH FACE OF THE SOUTH BASE, 7 FEET SOUTH OF THE SOUTH
 GX1317'RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD
 GX1317'DISK, STAMPED F 50 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0521 ***********************************************************************
 HY0521  DESIGNATION -  F 51
 HY0521  PID         -  HY0521
 HY0521  STATE/COUNTY-  WV/LINCOLN
 HY0521  USGS QUAD   -  BRANCHLAND (1987)
 HY0521
 HY0521                         *CURRENT SURVEY CONTROL
 HY0521  ___________________________________________________________________
 HY0521* NAD 83(1986)-  38 14 30.     (N)    082 11 44.     (W)     SCALED    
 HY0521* NAVD 88     -       181.143  (meters)     594.30   (feet)  ADJUSTED  
 HY0521  ___________________________________________________________________
 HY0521  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HY0521  DYNAMIC HT  -         181.015 (meters)     593.88  (feet)  COMP
 HY0521  MODELED GRAV-     979,919.2   (mgal)                       NAVD 88
 HY0521
 HY0521  VERT ORDER  -  SECOND    CLASS 0
 HY0521
 HY0521.The horizontal coordinates were scaled from a topographic map and have
 HY0521.an estimated accuracy of +/- 6 seconds.
 HY0521
 HY0521.The orthometric height was determined by differential leveling
 HY0521.and adjusted by the National Geodetic Survey in June 1991..
 HY0521
 HY0521.The geoid height was determined by GEOID03.
 HY0521
 HY0521.The dynamic height is computed by dividing the NAVD 88
 HY0521.geopotential number by the normal gravity value computed on the
 HY0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0521.degrees latitude (g = 980.6199 gals.).
 HY0521
 HY0521.The modeled gravity was interpolated from observed gravity values.
 HY0521
 HY0521;                    North         East    Units  Estimated Accuracy
 HY0521;SPC WV S     -   138,490.      495,350.      MT  (+/- 180 meters Scaled)
 HY0521
 HY0521                          SUPERSEDED SURVEY CONTROL
 HY0521
 HY0521  NGVD 29 (??/??/92)  181.343  (m)          594.96   (f) ADJ UNCH    2 0
 HY0521
 HY0521.Superseded values are not recommended for survey control.
 HY0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0521.See file dsdata.txt to determine how the superseded data were derived.
 HY0521
 HY0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC953333(NAD 83)
 HY0521_MARKER: DB = BENCH MARK DISK
 HY0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0521_STAMPING: F 51 1935
 HY0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0521+STABILITY: SURFACE MOTION
 HY0521
 HY0521  HISTORY     - Date     Condition        Report By
 HY0521  HISTORY     - 1935     MONUMENTED       CGS
 HY0521  HISTORY     - 1957     GOOD             NGS
 HY0521
 HY0521                          STATION DESCRIPTION
 HY0521
 HY0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0521'1.6 MI N FROM BRANCHLAND.
 HY0521'ABOUT 1.6 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0521'STATION AT BRANCHLAND, AT SHERIDAN, 80 FEET SOUTHWEST OF ROAD
 HY0521'CROSSING, 52 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 14 FEET
 HY0521'SOUTHEAST OF THE CENTER LINE OF THE ROAD PARALLEL TO THE TRACK,
 HY0521'3 1/2 FEET EAST OF A POWER POLE, WITH A TRANSFORMER (FIRST
 HY0521'POLE SOUTHWEST OF ROAD CROSSING), 6 1/2 FEET SOUTH OF THE WEST
 HY0521'CORNER OF A LARGE WHITE BUILDING, 2 1/2 FEET SOUTHEAST OF A GAS
 HY0521'METER, 3 FEET SOUTHEAST OF A FENCE CORNER, SET IN THE TOP OF A
 HY0521'CONCRETE POST PROJECTING 14 INCHES AND ABOUT LEVEL WITH THE
 HY0521'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0066 ***********************************************************************
 JX0066  DESIGNATION -  F 54
 JX0066  PID         -  JX0066
 JX0066  STATE/COUNTY-  WV/MARION
 JX0066  USGS QUAD   -  GRANT TOWN (1976)
 JX0066
 JX0066                         *CURRENT SURVEY CONTROL
 JX0066  ___________________________________________________________________
 JX0066* NAD 83(1986)-  39 30 38.     (N)    080 12 53.     (W)     SCALED    
 JX0066* NAVD 88     -       281.592  (meters)     923.86   (feet)  ADJUSTED  
 JX0066  ___________________________________________________________________
 JX0066  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JX0066  DYNAMIC HT  -         281.425 (meters)     923.31  (feet)  COMP
 JX0066  MODELED GRAV-     980,024.5   (mgal)                       NAVD 88
 JX0066
 JX0066  VERT ORDER  -  FIRST     CLASS II
 JX0066
 JX0066.The horizontal coordinates were scaled from a topographic map and have
 JX0066.an estimated accuracy of +/- 6 seconds.
 JX0066
 JX0066.The orthometric height was determined by differential leveling
 JX0066.and adjusted by the National Geodetic Survey in June 1991..
 JX0066
 JX0066.The geoid height was determined by GEOID03.
 JX0066
 JX0066.The dynamic height is computed by dividing the NAVD 88
 JX0066.geopotential number by the normal gravity value computed on the
 JX0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0066.degrees latitude (g = 980.6199 gals.).
 JX0066
 JX0066.The modeled gravity was interpolated from observed gravity values.
 JX0066
 JX0066;                    North         East    Units  Estimated Accuracy
 JX0066;SPC WV N     -   112,430.      538,540.      MT  (+/- 180 meters Scaled)
 JX0066
 JX0066                          SUPERSEDED SURVEY CONTROL
 JX0066
 JX0066  NGVD 29 (??/??/92)  281.75   (m)          924.4    (f) COMPUTED    1 2
 JX0066
 JX0066.Superseded values are not recommended for survey control.
 JX0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0066.See file dsdata.txt to determine how the superseded data were derived.
 JX0066
 JX0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND675737(NAD 83)
 JX0066_MARKER: DB = BENCH MARK DISK
 JX0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0066_STAMPING: F-54 1935
 JX0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0066+STABILITY: SURFACE MOTION
 JX0066
 JX0066  HISTORY     - Date     Condition        Report By
 JX0066  HISTORY     - 1935     MONUMENTED       CGS
 JX0066
 JX0066                          STATION DESCRIPTION
 JX0066
 JX0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0066'AT KATY.
 JX0066'ALONG BALTIMORE AND OHIO RAILROAD, 264 FEET WEST OF DAVES RUN
 JX0066'AT THE UNINCORPORATED TOWN OF KATY, 65 FEET NORTHEAST OF TELEGRAPH
 JX0066'POLE 310/29, 45 FEET SOUTH OF CENTER LINE OF U.S. HIGHWAY 250,
 JX0066'18 FEET NORTH OF NEAREST RAIL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1201 ***********************************************************************
 JX1201  DESIGNATION -  F 6
 JX1201  PID         -  JX1201
 JX1201  STATE/COUNTY-  WV/WOOD
 JX1201  USGS QUAD   -  PARKERSBURG (1994)
 JX1201
 JX1201                         *CURRENT SURVEY CONTROL
 JX1201  ___________________________________________________________________
 JX1201* NAD 83(1986)-  39 15 28.     (N)    081 32 47.     (W)     SCALED    
 JX1201* NAVD 88     -       189.505  (meters)     621.73   (feet)  ADJUSTED  
 JX1201  ___________________________________________________________________
 JX1201  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX1201  DYNAMIC HT  -         189.387 (meters)     621.35  (feet)  COMP
 JX1201  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 JX1201
 JX1201  VERT ORDER  -  SECOND    CLASS 0
 JX1201
 JX1201.The horizontal coordinates were scaled from a topographic map and have
 JX1201.an estimated accuracy of +/- 6 seconds.
 JX1201
 JX1201.The orthometric height was determined by differential leveling
 JX1201.and adjusted by the National Geodetic Survey in June 1991..
 JX1201
 JX1201.The geoid height was determined by GEOID03.
 JX1201
 JX1201.The dynamic height is computed by dividing the NAVD 88
 JX1201.geopotential number by the normal gravity value computed on the
 JX1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1201.degrees latitude (g = 980.6199 gals.).
 JX1201
 JX1201.The modeled gravity was interpolated from observed gravity values.
 JX1201
 JX1201;                    North         East    Units  Estimated Accuracy
 JX1201;SPC WV N     -    86,140.      423,400.      MT  (+/- 180 meters Scaled)
 JX1201
 JX1201                          SUPERSEDED SURVEY CONTROL
 JX1201
 JX1201  NGVD 29 (??/??/92)  189.689  (m)          622.34   (f) ADJ UNCH    2 0
 JX1201
 JX1201.Superseded values are not recommended for survey control.
 JX1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1201.See file dsdata.txt to determine how the superseded data were derived.
 JX1201
 JX1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD528455(NAD 83)
 JX1201_MARKER: DB = BENCH MARK DISK
 JX1201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1201_SP_SET: BRIDGE
 JX1201_STAMPING: F 6 1933
 JX1201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1201
 JX1201  HISTORY     - Date     Condition        Report By
 JX1201  HISTORY     - 1933     MONUMENTED       CGS
 JX1201  HISTORY     - 1941     GOOD             NGS
 JX1201  HISTORY     - 1981     GOOD             LOCENG
 JX1201
 JX1201                          STATION DESCRIPTION
 JX1201
 JX1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JX1201'1.3 MI SE FROM PARKERSBURG.
 JX1201'1.3 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 21 FROM THE FEDERAL
 JX1201'COURTHOUSE AT PARKERSBURG, WOOD COUNTY, 0.3 MILE EAST OF THE NEW
 JX1201'U.S. HIGHWAY 21 BRIDGE, AT THE BRIDGE OVER LITTLE KANAWHA RIVER,
 JX1201'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT, 8
 JX1201'YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 JX1201'HIGHWAY.  A STANDARD DISK, STAMPED F 6 1933.
 JX1201
 JX1201                          STATION RECOVERY (1981)
 JX1201
 JX1201'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 JX1201'THE CONCRETE ABUTMENT IN WHICH THE MARK IS LOCATED IS IN BAD REPAIR.
 JX1201'EXTENSIVE RE-FACING OF THE CONCRETE AROUND THE DISK IS NEEDED
 JX1201'IMMEDIATELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1164 ***********************************************************************
 HW1164  DESIGNATION -  F 60
 HW1164  PID         -  HW1164
 HW1164  STATE/COUNTY-  WV/HARDY
 HW1164  USGS QUAD   -  LOST CITY (1994)
 HW1164
 HW1164                         *CURRENT SURVEY CONTROL
 HW1164  ___________________________________________________________________
 HW1164* NAD 83(1986)-  38 54 08.     (N)    078 51 05.     (W)     SCALED    
 HW1164* NAVD 88     -       463.667  (meters)    1521.21   (feet)  ADJUSTED  
 HW1164  ___________________________________________________________________
 HW1164  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HW1164  DYNAMIC HT  -         463.343 (meters)    1520.15  (feet)  COMP
 HW1164  MODELED GRAV-     979,916.3   (mgal)                       NAVD 88
 HW1164
 HW1164  VERT ORDER  -  SECOND    CLASS 0
 HW1164
 HW1164.The horizontal coordinates were scaled from a topographic map and have
 HW1164.an estimated accuracy of +/- 6 seconds.
 HW1164
 HW1164.The orthometric height was determined by differential leveling
 HW1164.and adjusted by the National Geodetic Survey in June 1991..
 HW1164
 HW1164.The geoid height was determined by GEOID03.
 HW1164
 HW1164.The dynamic height is computed by dividing the NAVD 88
 HW1164.geopotential number by the normal gravity value computed on the
 HW1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1164.degrees latitude (g = 980.6199 gals.).
 HW1164
 HW1164.The modeled gravity was interpolated from observed gravity values.
 HW1164
 HW1164;                    North         East    Units  Estimated Accuracy
 HW1164;SPC WV N     -    44,860.      656,270.      MT  (+/- 180 meters Scaled)
 HW1164
 HW1164                          SUPERSEDED SURVEY CONTROL
 HW1164
 HW1164  NGVD 29 (??/??/92)  463.803  (m)         1521.66   (f) ADJ UNCH    2 0
 HW1164
 HW1164.Superseded values are not recommended for survey control.
 HW1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1164.See file dsdata.txt to determine how the superseded data were derived.
 HW1164
 HW1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD863081(NAD 83)
 HW1164_MARKER: DB = BENCH MARK DISK
 HW1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1164_STAMPING: F 60 1935
 HW1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1164+STABILITY: SURFACE MOTION
 HW1164
 HW1164  HISTORY     - Date     Condition        Report By
 HW1164  HISTORY     - 1935     MONUMENTED       CGS
 HW1164  HISTORY     - 1962     GOOD             NGS
 HW1164
 HW1164                          STATION DESCRIPTION
 HW1164
 HW1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1164'2 MI N FROM MATHIAS.
 HW1164'2.0 MILES NORTH ALONG FORMER STATE HIGHWAY 58 FROM THE LOST
 HW1164'CREEK BRIDGE AT MATHIAS, HARDY COUNTY, AT THE NORTH END OF A
 HW1164'FILL, SOUTH OF A CUT, 400 FEET SOUTHEAST OF BOWMAN SCHOOL,
 HW1164'OPPOSITE A ROAD LEADING TO THE S.R. BOWMAN HOUSE, 33 FEET
 HW1164'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST OF THE
 HW1164'FENCE.  A STANDARD DISK, STAMPED F 60 1935 AND SET IN THE TOP
 HW1164'OF A CONCRETE POST.  THE BOWMAN SCHOOL IS NO LONGER THERE.
 HW1164'A STEEL WITNESS POST WAS SET 1.5 FEET NORTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1511 ***********************************************************************
 HW1511  DESIGNATION -  F 61
 HW1511  PID         -  HW1511
 HW1511  STATE/COUNTY-  WV/PENDLETON
 HW1511  USGS QUAD   -  BRANDYWINE (1979)
 HW1511
 HW1511                         *CURRENT SURVEY CONTROL
 HW1511  ___________________________________________________________________
 HW1511* NAD 83(1986)-  38 36 06.     (N)    079 11 05.     (W)     SCALED    
 HW1511* NAVD 88     -       671.486  (meters)    2203.03   (feet)  ADJUSTED  
 HW1511  ___________________________________________________________________
 HW1511  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HW1511  DYNAMIC HT  -         670.978 (meters)    2201.37  (feet)  COMP
 HW1511  MODELED GRAV-     979,848.4   (mgal)                       NAVD 88
 HW1511
 HW1511  VERT ORDER  -  SECOND    CLASS 0
 HW1511
 HW1511.The horizontal coordinates were scaled from a topographic map and have
 HW1511.an estimated accuracy of +/- 6 seconds.
 HW1511
 HW1511.The orthometric height was determined by differential leveling
 HW1511.and adjusted by the National Geodetic Survey in June 1991..
 HW1511
 HW1511.The geoid height was determined by GEOID03.
 HW1511
 HW1511.The dynamic height is computed by dividing the NAVD 88
 HW1511.geopotential number by the normal gravity value computed on the
 HW1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1511.degrees latitude (g = 980.6199 gals.).
 HW1511
 HW1511.The modeled gravity was interpolated from observed gravity values.
 HW1511
 HW1511;                    North         East    Units  Estimated Accuracy
 HW1511;SPC WV S     -   179,320.      758,110.      MT  (+/- 180 meters Scaled)
 HW1511
 HW1511                          SUPERSEDED SURVEY CONTROL
 HW1511
 HW1511  NGVD 29 (??/??/92)  671.590  (m)         2203.37   (f) ADJ UNCH    2 0
 HW1511
 HW1511.Superseded values are not recommended for survey control.
 HW1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1511.See file dsdata.txt to determine how the superseded data were derived.
 HW1511
 HW1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC580741(NAD 83)
 HW1511_MARKER: DB = BENCH MARK DISK
 HW1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1511_STAMPING: F 61 1935
 HW1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1511+STABILITY: SURFACE MOTION
 HW1511
 HW1511  HISTORY     - Date     Condition        Report By
 HW1511  HISTORY     - 1935     MONUMENTED       CGS
 HW1511  HISTORY     - 1962     GOOD             NGS
 HW1511
 HW1511                          STATION DESCRIPTION
 HW1511
 HW1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1511'3.8 MI SE FROM BRANDYWINE.
 HW1511'3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HW1511'AT BRANDYWINE, PENDLETON COUNTY, AT THE BEGINNING OF A SMALL CUT
 HW1511'ON THE SOUTH SIDE OF THE HIGHWAY, AT THE WEST END OF A CUT ON
 HW1511'THE NORTH SIDE OF THE HIGHWAY, AND 39 FEET NORTHEAST OF THE
 HW1511'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 61 1935
 HW1511'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A STEEL WITNESS
 HW1511'POST WAS SET 2 FEET WEST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1727 ***********************************************************************
 HX1727  DESIGNATION -  F 7
 HX1727  PID         -  HX1727
 HX1727  STATE/COUNTY-  WV/ROANE
 HX1727  USGS QUAD   -  WALTON (1976)
 HX1727
 HX1727                         *CURRENT SURVEY CONTROL
 HX1727  ___________________________________________________________________
 HX1727* NAD 83(1986)-  38 41 55.     (N)    081 24 17.     (W)     SCALED    
 HX1727* NAVD 88     -       237.528  (meters)     779.29   (feet)  ADJUSTED  
 HX1727  ___________________________________________________________________
 HX1727  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HX1727  DYNAMIC HT  -         237.368 (meters)     778.76  (feet)  COMP
 HX1727  MODELED GRAV-     979,951.7   (mgal)                       NAVD 88
 HX1727
 HX1727  VERT ORDER  -  SECOND    CLASS 0
 HX1727
 HX1727.The horizontal coordinates were scaled from a topographic map and have
 HX1727.an estimated accuracy of +/- 6 seconds.
 HX1727
 HX1727.The orthometric height was determined by differential leveling
 HX1727.and adjusted by the National Geodetic Survey in June 1991..
 HX1727
 HX1727.The geoid height was determined by GEOID03.
 HX1727
 HX1727.The dynamic height is computed by dividing the NAVD 88
 HX1727.geopotential number by the normal gravity value computed on the
 HX1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1727.degrees latitude (g = 980.6199 gals.).
 HX1727
 HX1727.The modeled gravity was interpolated from observed gravity values.
 HX1727
 HX1727;                    North         East    Units  Estimated Accuracy
 HX1727;SPC WV S     -   188,610.      564,790.      MT  (+/- 180 meters Scaled)
 HX1727
 HX1727                          SUPERSEDED SURVEY CONTROL
 HX1727
 HX1727  NGVD 29 (??/??/92)  237.696  (m)          779.84   (f) ADJ UNCH    2 0
 HX1727
 HX1727.Superseded values are not recommended for survey control.
 HX1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1727.See file dsdata.txt to determine how the superseded data were derived.
 HX1727
 HX1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC648834(NAD 83)
 HX1727_MARKER: DB = BENCH MARK DISK
 HX1727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1727_SP_SET: CULVERT
 HX1727_STAMPING: F 7 1933
 HX1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1727
 HX1727  HISTORY     - Date     Condition        Report By
 HX1727  HISTORY     - 1933     MONUMENTED       CGS
 HX1727  HISTORY     - 1956     GOOD             NGS
 HX1727
 HX1727                          STATION DESCRIPTION
 HX1727
 HX1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1727'0.6 MI S FROM GANDEEVILLE.
 HX1727'ABOUT 0.55 MILE SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION
 HX1727'OF BLACK TOP ROAD WEST TO HARMONY AT GANDEEVILLE, SOUTHEAST AND
 HX1727'ACROSS HIGHWAY FROM A WHITE FRAME HOUSE, IN THE TOP OF THE
 HX1727'NORTHWEST END OF THE SOUTHEAST WING WALL OF A 3-FOOT CONCRETE
 HX1727'CULVERT, 15 FEET SOUTH OF CENTER LINE OF HIGHWAY AND ON THE INSIDE
 HX1727'OF A CURVE AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0717 ***********************************************************************
 JW0717  DESIGNATION -  F 77
 JW0717  PID         -  JW0717
 JW0717  STATE/COUNTY-  WV/GRANT
 JW0717  USGS QUAD   -  GREENLAND GAP (1981)
 JW0717
 JW0717                         *CURRENT SURVEY CONTROL
 JW0717  ___________________________________________________________________
 JW0717* NAD 83(1986)-  39 11 48.     (N)    079 10 59.     (W)     SCALED    
 JW0717* NAVD 88     -       594.187  (meters)    1949.43   (feet)  ADJUSTED  
 JW0717  ___________________________________________________________________
 JW0717  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JW0717  DYNAMIC HT  -         593.780 (meters)    1948.09  (feet)  COMP
 JW0717  MODELED GRAV-     979,924.6   (mgal)                       NAVD 88
 JW0717
 JW0717  VERT ORDER  -  SECOND    CLASS 0
 JW0717
 JW0717.The horizontal coordinates were scaled from a topographic map and have
 JW0717.an estimated accuracy of +/- 6 seconds.
 JW0717
 JW0717.The orthometric height was determined by differential leveling
 JW0717.and adjusted by the National Geodetic Survey in June 1991..
 JW0717
 JW0717.The geoid height was determined by GEOID03.
 JW0717
 JW0717.The dynamic height is computed by dividing the NAVD 88
 JW0717.geopotential number by the normal gravity value computed on the
 JW0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0717.degrees latitude (g = 980.6199 gals.).
 JW0717
 JW0717.The modeled gravity was interpolated from observed gravity values.
 JW0717
 JW0717;                    North         East    Units  Estimated Accuracy
 JW0717;SPC WV N     -    77,390.      627,380.      MT  (+/- 180 meters Scaled)
 JW0717
 JW0717                          SUPERSEDED SURVEY CONTROL
 JW0717
 JW0717  NGVD 29 (??/??/92)  594.316  (m)         1949.85   (f) ADJ UNCH    2 0
 JW0717
 JW0717.Superseded values are not recommended for survey control.
 JW0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0717.See file dsdata.txt to determine how the superseded data were derived.
 JW0717
 JW0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD569401(NAD 83)
 JW0717_MARKER: DB = BENCH MARK DISK
 JW0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0717_SP_SET: CULVERT
 JW0717_STAMPING: F 77 1941
 JW0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0717
 JW0717  HISTORY     - Date     Condition        Report By
 JW0717  HISTORY     - 1941     MONUMENTED       CGS
 JW0717  HISTORY     - 1954     GOOD             NGS
 JW0717
 JW0717                          STATION DESCRIPTION
 JW0717
 JW0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0717'7.3 MI SE FROM MOUNT STORM.
 JW0717'ABOUT 7.3 MILES SOUTHEAST ALONG STATE HIGHWAY 42 FROM THE
 JW0717'JUNCTION WITH U.S. HIGHWAY 50 AT MOUNT STORM, GRANT COUNTY, AT THE
 JW0717'SOUTH END OF A CURVE WITH A DOUBLE LINE, AT A CULVERT, IN THE
 JW0717'TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL, 16.2 FEET
 JW0717'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 1.8 FEET WEST OF A
 JW0717'WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED
 JW0717'F 77 1941.
 JW0717
 JW0717                          STATION RECOVERY (1954)
 JW0717
 JW0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3089 ***********************************************************************
 JV3089  DESIGNATION -  F 78
 JV3089  PID         -  JV3089
 JV3089  STATE/COUNTY-  WV/JEFFERSON
 JV3089  USGS QUAD   -  CHARLES TOWN (1988)
 JV3089
 JV3089                         *CURRENT SURVEY CONTROL
 JV3089  ___________________________________________________________________
 JV3089* NAD 83(1986)-  39 16 18.     (N)    077 50 39.     (W)     SCALED    
 JV3089* NAVD 88     -       147.644  (meters)     484.40   (feet)  ADJUSTED  
 JV3089  ___________________________________________________________________
 JV3089  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JV3089  DYNAMIC HT  -         147.556 (meters)     484.11  (feet)  COMP
 JV3089  MODELED GRAV-     980,030.6   (mgal)                       NAVD 88
 JV3089
 JV3089  VERT ORDER  -  SECOND    CLASS 0
 JV3089
 JV3089.The horizontal coordinates were scaled from a topographic map and have
 JV3089.an estimated accuracy of +/- 6 seconds.
 JV3089
 JV3089.The orthometric height was determined by differential leveling
 JV3089.and adjusted by the National Geodetic Survey in June 1991..
 JV3089
 JV3089.The geoid height was determined by GEOID03.
 JV3089
 JV3089.The dynamic height is computed by dividing the NAVD 88
 JV3089.geopotential number by the normal gravity value computed on the
 JV3089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3089.degrees latitude (g = 980.6199 gals.).
 JV3089
 JV3089.The modeled gravity was interpolated from observed gravity values.
 JV3089
 JV3089;                    North         East    Units  Estimated Accuracy
 JV3089;SPC WV N     -    86,990.      742,880.      MT  (+/- 180 meters Scaled)
 JV3089
 JV3089                          SUPERSEDED SURVEY CONTROL
 JV3089
 JV3089  NGVD 29 (??/??/??)  147.848  (m)          485.06   (f) ADJUSTED    2 0
 JV3089
 JV3089.Superseded values are not recommended for survey control.
 JV3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3089.See file dsdata.txt to determine how the superseded data were derived.
 JV3089
 JV3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ546507(NAD 83)
 JV3089_MARKER: DB = BENCH MARK DISK
 JV3089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3089_SP_SET: CULVERT
 JV3089_STAMPING: F 78 1942
 JV3089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3089
 JV3089  HISTORY     - Date     Condition        Report By
 JV3089  HISTORY     - 1942     MONUMENTED       CGS
 JV3089
 JV3089                          STATION DESCRIPTION
 JV3089
 JV3089'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3089'1.6 MI SE FROM CHARLES TOWN.
 JV3089'ABOUT 1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST
 JV3089'OFFICE AT CHARLES TOWN, JEFFERSON COUNTY, 71 FEET NORTHWEST OF
 JV3089'THE NORTHWEST GATEPOST OF A PRIVATE ROAD LEADING SOUTHWEST TO
 JV3089'A FARMHOUSE, 12.5 FEET NORTHWEST OF THE FIRST POLE NORTHWEST OF THE
 JV3089'HOUSE, AT AN 18-INCH CULVERT UNDER THE HIGHWAY, IN THE NORTHWEST
 JV3089'CORNER OF THE SOUTHWEST HEAD WALL, 24 FEET SOUTHWEST OF THE
 JV3089'CENTER LINE OF THE HIGHWAY, AND 4.5 FEET NORTHEAST OF THE
 JV3089'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 78 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0122 ***********************************************************************
 JX0122  DESIGNATION -  F 79
 JX0122  PID         -  JX0122
 JX0122  STATE/COUNTY-  WV/TAYLOR
 JX0122  USGS QUAD   -  GRAFTON (1976)
 JX0122
 JX0122                         *CURRENT SURVEY CONTROL
 JX0122  ___________________________________________________________________
 JX0122* NAD 83(1986)-  39 16 03.     (N)    080 05 35.     (W)     SCALED    
 JX0122* NAVD 88     -       331.467  (meters)    1087.49   (feet)  ADJUSTED  
 JX0122  ___________________________________________________________________
 JX0122  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JX0122  DYNAMIC HT  -         331.258 (meters)    1086.80  (feet)  COMP
 JX0122  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 JX0122
 JX0122  VERT ORDER  -  FIRST     CLASS II
 JX0122
 JX0122.The horizontal coordinates were scaled from a topographic map and have
 JX0122.an estimated accuracy of +/- 6 seconds.
 JX0122
 JX0122.The orthometric height was determined by differential leveling
 JX0122.and adjusted by the National Geodetic Survey in June 1991..
 JX0122
 JX0122.The geoid height was determined by GEOID03.
 JX0122
 JX0122.The dynamic height is computed by dividing the NAVD 88
 JX0122.geopotential number by the normal gravity value computed on the
 JX0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0122.degrees latitude (g = 980.6199 gals.).
 JX0122
 JX0122.The modeled gravity was interpolated from observed gravity values.
 JX0122
 JX0122;                    North         East    Units  Estimated Accuracy
 JX0122;SPC WV N     -    85,370.      548,820.      MT  (+/- 180 meters Scaled)
 JX0122
 JX0122                          SUPERSEDED SURVEY CONTROL
 JX0122
 JX0122  NGVD 29 (??/??/92)  331.653  (m)         1088.10   (f) ADJ UNCH    1 2
 JX0122
 JX0122.Superseded values are not recommended for survey control.
 JX0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0122.See file dsdata.txt to determine how the superseded data were derived.
 JX0122
 JX0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND782468(NAD 83)
 JX0122_MARKER: DB = BENCH MARK DISK
 JX0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0122_SP_SET: RETAINING WALL
 JX0122_STAMPING: F 79 1943
 JX0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0122
 JX0122  HISTORY     - Date     Condition        Report By
 JX0122  HISTORY     - 1943     MONUMENTED       CGS
 JX0122  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0122
 JX0122                          STATION DESCRIPTION
 JX0122
 JX0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0122'2.1 MI E FROM FLEMINGTON.
 JX0122'2.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0122'STATION AT FLEMINGTON, TAYLOR COUNTY, 300 FEET WEST OF THE
 JX0122'STATION SIGN AT SIMPSON, OPPOSITE POLE 287+44, AT THE NORTH
 JX0122'SIDE OF A WATER TANK, 16 FEET SOUTH OF THE CENTERLINE OF THE
 JX0122'SOUTH TRACK, IN THE TOP OF THE NORTH SIDE OF A SLOPING RETAINING
 JX0122'WALL, 4.5 FEET WEST OF THE EAST END, AND 2 FEET HIGHER THAN
 JX0122'THE TRACK.  A STANDARD DISK.
 JX0122
 JX0122                          STATION RECOVERY (1983)
 JX0122
 JX0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0122'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1682 ***********************************************************************
 HX1682  DESIGNATION -  F 8
 HX1682  PID         -  HX1682
 HX1682  STATE/COUNTY-  WV/CALHOUN
 HX1682  USGS QUAD   -  ARNOLDSBURG (1965)
 HX1682
 HX1682                         *CURRENT SURVEY CONTROL
 HX1682  ___________________________________________________________________
 HX1682* NAD 83(1986)-  38 47 26.     (N)    081 10 24.     (W)     SCALED    
 HX1682* NAVD 88     -       307.511  (meters)    1008.89   (feet)  ADJUSTED  
 HX1682  ___________________________________________________________________
 HX1682  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HX1682  DYNAMIC HT  -         307.310 (meters)    1008.23  (feet)  COMP
 HX1682  MODELED GRAV-     979,965.0   (mgal)                       NAVD 88
 HX1682
 HX1682  VERT ORDER  -  SECOND    CLASS 0
 HX1682
 HX1682.The horizontal coordinates were scaled from a topographic map and have
 HX1682.an estimated accuracy of +/- 6 seconds.
 HX1682
 HX1682.The orthometric height was determined by differential leveling
 HX1682.and adjusted by the National Geodetic Survey in June 1991..
 HX1682
 HX1682.The geoid height was determined by GEOID03.
 HX1682
 HX1682.The dynamic height is computed by dividing the NAVD 88
 HX1682.geopotential number by the normal gravity value computed on the
 HX1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1682.degrees latitude (g = 980.6199 gals.).
 HX1682
 HX1682.The modeled gravity was interpolated from observed gravity values.
 HX1682
 HX1682;                    North         East    Units  Estimated Accuracy
 HX1682;SPC WV S     -   198,750.      584,940.      MT  (+/- 180 meters Scaled)
 HX1682
 HX1682                          SUPERSEDED SURVEY CONTROL
 HX1682
 HX1682  NGVD 29 (??/??/92)  307.680  (m)         1009.45   (f) ADJ UNCH    2 0
 HX1682
 HX1682.Superseded values are not recommended for survey control.
 HX1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1682.See file dsdata.txt to determine how the superseded data were derived.
 HX1682
 HX1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC849935(NAD 83)
 HX1682_MARKER: DB = BENCH MARK DISK
 HX1682_SETTING: 66 = SET IN ROCK OUTCROP
 HX1682_SP_SET: ROCK LEDGE
 HX1682_STAMPING: F 8 1933
 HX1682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1682+STABILITY: POSITION/ELEVATION WELL
 HX1682
 HX1682  HISTORY     - Date     Condition        Report By
 HX1682  HISTORY     - 1933     MONUMENTED       CGS
 HX1682
 HX1682                          STATION DESCRIPTION
 HX1682
 HX1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1682'2.3 MI W FROM ARNOLDSBURG.
 HX1682'2.3 MILES WEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HX1682'ARNOLDSBURG, CALHOUN COUNTY, ABOUT 180 YARDS WEST OF THE SUMMIT
 HX1682'OF LIBERTY HILL, 8 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HX1682'IN THE TOP OF A ROCK LEDGE, AND 2 FEET HIGHER THAN THE HIGHWAY
 HX1682'SURFACE.  A STANDARD DISK, STAMPED F 8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0162 ***********************************************************************
 JX0162  DESIGNATION -  F 80
 JX0162  PID         -  JX0162
 JX0162  STATE/COUNTY-  WV/HARRISON
 JX0162  USGS QUAD   -  WOLF SUMMIT (1976)
 JX0162
 JX0162                         *CURRENT SURVEY CONTROL
 JX0162  ___________________________________________________________________
 JX0162* NAD 83(1986)-  39 16 52.     (N)    080 27 31.     (W)     SCALED    
 JX0162* NAVD 88     -       346.220  (meters)    1135.89   (feet)  POSTED    
 JX0162  ___________________________________________________________________
 JX0162  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JX0162  DYNAMIC HT  -         346.000 (meters)    1135.17  (feet)  COMP
 JX0162  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 JX0162
 JX0162  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JX0162
 JX0162.The horizontal coordinates were scaled from a topographic map and have
 JX0162.an estimated accuracy of +/- 6 seconds.
 JX0162
 JX0162.The orthometric height was determined by differential leveling
 JX0162.and adjusted by the National Geodetic Survey in 1992..
 JX0162.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JX0162.rate of 4.1 thru 8.0 mm/km.
 JX0162
 JX0162.The geoid height was determined by GEOID03.
 JX0162
 JX0162.The dynamic height is computed by dividing the NAVD 88
 JX0162.geopotential number by the normal gravity value computed on the
 JX0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0162.degrees latitude (g = 980.6199 gals.).
 JX0162
 JX0162.The modeled gravity was interpolated from observed gravity values.
 JX0162
 JX0162;                    North         East    Units  Estimated Accuracy
 JX0162;SPC WV N     -    87,160.      517,290.      MT  (+/- 180 meters Scaled)
 JX0162
 JX0162                          SUPERSEDED SURVEY CONTROL
 JX0162
 JX0162  NGVD 29 (??/??/92)  346.390  (m)         1136.45   (f) ADJ UNCH    1 2
 JX0162
 JX0162.Superseded values are not recommended for survey control.
 JX0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0162.See file dsdata.txt to determine how the superseded data were derived.
 JX0162
 JX0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND466481(NAD 83)
 JX0162_MARKER: DB = BENCH MARK DISK
 JX0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0162_SP_SET: SIGNAL BASE
 JX0162_STAMPING: F 80 1943
 JX0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0162
 JX0162  HISTORY     - Date     Condition        Report By
 JX0162  HISTORY     - 1943     MONUMENTED       CGS
 JX0162
 JX0162                          STATION DESCRIPTION
 JX0162
 JX0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0162'AT WOLF SUMMIT.
 JX0162'AT WOLF SUMMIT, HARRISON COUNTY, 250 FEET EAST OF THE BALTIMORE
 JX0162'AND OHIO RAILROAD STATION, 25 FEET SOUTH OF THE CENTERLINE OF THE
 JX0162'MAIN TRACK, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 JX0162'BASE OF A BLOCK SIGNAL, AND 1 FOOT LOWER THAN THE TRACK.  A
 JX0162'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0268 ***********************************************************************
 JX0268  DESIGNATION -  F 81
 JX0268  PID         -  JX0268
 JX0268  STATE/COUNTY-  WV/DODDRIDGE
 JX0268  USGS QUAD   -  WEST UNION (1987)
 JX0268
 JX0268                         *CURRENT SURVEY CONTROL
 JX0268  ___________________________________________________________________
 JX0268* NAD 83(1986)-  39 17 43.     (N)    080 46 29.     (W)     SCALED    
 JX0268* NAVD 88     -       252.149  (meters)     827.26   (feet)  ADJUSTED  
 JX0268  ___________________________________________________________________
 JX0268  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JX0268  DYNAMIC HT  -         251.994 (meters)     826.75  (feet)  COMP
 JX0268  MODELED GRAV-     980,005.2   (mgal)                       NAVD 88
 JX0268
 JX0268  VERT ORDER  -  FIRST     CLASS II
 JX0268
 JX0268.The horizontal coordinates were scaled from a topographic map and have
 JX0268.an estimated accuracy of +/- 6 seconds.
 JX0268
 JX0268.The orthometric height was determined by differential leveling
 JX0268.and adjusted by the National Geodetic Survey in June 1991..
 JX0268.WARNING-Repeat measurements at this control monument indicate possible
 JX0268.vertical movement.
 JX0268
 JX0268.The geoid height was determined by GEOID03.
 JX0268
 JX0268.The dynamic height is computed by dividing the NAVD 88
 JX0268.geopotential number by the normal gravity value computed on the
 JX0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0268.degrees latitude (g = 980.6199 gals.).
 JX0268
 JX0268.The modeled gravity was interpolated from observed gravity values.
 JX0268
 JX0268;                    North         East    Units  Estimated Accuracy
 JX0268;SPC WV N     -    89,070.      490,040.      MT  (+/- 180 meters Scaled)
 JX0268
 JX0268                          SUPERSEDED SURVEY CONTROL
 JX0268
 JX0268  NGVD 29 (??/??/92)  252.311  (m)          827.79   (f) ADJ UNCH    1 2
 JX0268
 JX0268.Superseded values are not recommended for survey control.
 JX0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0268.See file dsdata.txt to determine how the superseded data were derived.
 JX0268
 JX0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND194495(NAD 83)
 JX0268_MARKER: DB = BENCH MARK DISK
 JX0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0268_SP_SET: BUILDING
 JX0268_STAMPING: F 81 1943
 JX0268_MARK LOGO: CGS   
 JX0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0268
 JX0268  HISTORY     - Date     Condition        Report By
 JX0268  HISTORY     - 1943     MONUMENTED       CGS
 JX0268  HISTORY     - 1957     GOOD             NGS
 JX0268  HISTORY     - 1983     GOOD             NGS
 JX0268
 JX0268                          STATION DESCRIPTION
 JX0268
 JX0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0268'AT WEST UNION.
 JX0268'AT WEST UNION, ALONG THE BALTIMORE AND OHIO RAILROAD, SET
 JX0268'VERTICALLY IN THE NORTHEAST BRICK FACE OF A 4-STORY BUILDING,
 JX0268'17 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTHWEST TRACK, 47
 JX0268'FEET NORTHWEST AND ACROSS COLUMBIA STREET FROM NORTH CORNER OF
 JX0268'RAILROAD STATION, 8 3/4 FEET NORTHWEST OF NORTHWEST CURB OF
 JX0268'COLUMBIA STREET, 1/2 FOOT NORTHWEST OF EAST CORNER OF BUILDING,
 JX0268'AND 4 1/4 FEET ABOVE GROUND.
 JX0268
 JX0268                          STATION RECOVERY (1983)
 JX0268
 JX0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0268'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN WEST UNION,
 JX0268'AT THE NORTH END OF COLUMBIA STREET, IN THE NORTH FACE OF THE
 JX0268'NORTHEAST CORNER OF A 4-STORY BRICK BUILDING, 0.18 METER (0.6 FT)
 JX0268'NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING.
 JX0268'THE MARK IS 1.3 M ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0936 ***********************************************************************
 JX0936  DESIGNATION -  F 82
 JX0936  PID         -  JX0936
 JX0936  STATE/COUNTY-  WV/RITCHIE
 JX0936  USGS QUAD   -  ELLENBORO (1975)
 JX0936
 JX0936                         *CURRENT SURVEY CONTROL
 JX0936  ___________________________________________________________________
 JX0936* NAD 83(1986)-  39 15 00.     (N)    081 05 18.     (W)     SCALED    
 JX0936* NAVD 88     -       225.472  (meters)     739.74   (feet)  ADJUSTED  
 JX0936  ___________________________________________________________________
 JX0936  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JX0936  DYNAMIC HT  -         225.331 (meters)     739.27  (feet)  COMP
 JX0936  MODELED GRAV-     979,998.8   (mgal)                       NAVD 88
 JX0936
 JX0936  VERT ORDER  -  FIRST     CLASS II
 JX0936
 JX0936.The horizontal coordinates were scaled from a topographic map and have
 JX0936.an estimated accuracy of +/- 6 seconds.
 JX0936
 JX0936.The orthometric height was determined by differential leveling
 JX0936.and adjusted by the National Geodetic Survey in June 1991..
 JX0936
 JX0936.The geoid height was determined by GEOID03.
 JX0936
 JX0936.The dynamic height is computed by dividing the NAVD 88
 JX0936.geopotential number by the normal gravity value computed on the
 JX0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0936.degrees latitude (g = 980.6199 gals.).
 JX0936
 JX0936.The modeled gravity was interpolated from observed gravity values.
 JX0936
 JX0936;                    North         East    Units  Estimated Accuracy
 JX0936;SPC WV N     -    84,480.      462,910.      MT  (+/- 180 meters Scaled)
 JX0936
 JX0936                          SUPERSEDED SURVEY CONTROL
 JX0936
 JX0936  NGVD 29 (??/??/92)  225.648  (m)          740.31   (f) ADJ UNCH    1 2
 JX0936
 JX0936.Superseded values are not recommended for survey control.
 JX0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0936.See file dsdata.txt to determine how the superseded data were derived.
 JX0936
 JX0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD923445(NAD 83)
 JX0936_MARKER: DB = BENCH MARK DISK
 JX0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0936_SP_SET: BRIDGE
 JX0936_STAMPING: F 82 1943
 JX0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0936
 JX0936  HISTORY     - Date     Condition        Report By
 JX0936  HISTORY     - 1943     MONUMENTED       CGS
 JX0936
 JX0936                          STATION DESCRIPTION
 JX0936
 JX0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0936'2.5 MI NE FROM CORNWALLIS.
 JX0936'2.5 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0936'THE STATION AT CORNWALLIS, RITCHIE COUNTY, 2.2 MILES SOUTHWEST
 JX0936'OF THE STATION AT ELLENBORO, 300 FEET WEST OF THE WEST ENTTRANCE
 JX0936'TO TUNNEL 10, AT CONCRETE BRIDGE 30, IN THE TOP OF THE WEST
 JX0936'END OF THE NORTH WALL, 9 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 JX0936'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED F 82 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0971 ***********************************************************************
 JX0971  DESIGNATION -  F 83
 JX0971  PID         -  JX0971
 JX0971  STATE/COUNTY-  WV/WOOD
 JX0971  USGS QUAD   -  KANAWHA (1989)
 JX0971
 JX0971                         *CURRENT SURVEY CONTROL
 JX0971  ___________________________________________________________________
 JX0971* NAD 83(1986)-  39 10 43.     (N)    081 23 05.     (W)     SCALED    
 JX0971* NAVD 88     -       191.957  (meters)     629.78   (feet)  ADJUSTED  
 JX0971  ___________________________________________________________________
 JX0971  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JX0971  DYNAMIC HT  -         191.837 (meters)     629.39  (feet)  COMP
 JX0971  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 JX0971
 JX0971  VERT ORDER  -  FIRST     CLASS II
 JX0971
 JX0971.The horizontal coordinates were scaled from a topographic map and have
 JX0971.an estimated accuracy of +/- 6 seconds.
 JX0971
 JX0971.The orthometric height was determined by differential leveling
 JX0971.and adjusted by the National Geodetic Survey in June 1991..
 JX0971
 JX0971.The geoid height was determined by GEOID03.
 JX0971
 JX0971.The dynamic height is computed by dividing the NAVD 88
 JX0971.geopotential number by the normal gravity value computed on the
 JX0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0971.degrees latitude (g = 980.6199 gals.).
 JX0971
 JX0971.The modeled gravity was interpolated from observed gravity values.
 JX0971
 JX0971;                    North         East    Units  Estimated Accuracy
 JX0971;SPC WV N     -    77,050.      437,160.      MT  (+/- 180 meters Scaled)
 JX0971
 JX0971                          SUPERSEDED SURVEY CONTROL
 JX0971
 JX0971  NGVD 29 (??/??/92)  192.139  (m)          630.38   (f) ADJ UNCH    1 2
 JX0971
 JX0971.Superseded values are not recommended for survey control.
 JX0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0971.See file dsdata.txt to determine how the superseded data were derived.
 JX0971
 JX0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD667366(NAD 83)
 JX0971_MARKER: DB = BENCH MARK DISK
 JX0971_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0971_SP_SET: BRIDGE
 JX0971_STAMPING: F 83 1943
 JX0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0971
 JX0971  HISTORY     - Date     Condition        Report By
 JX0971  HISTORY     - 1943     MONUMENTED       CGS
 JX0971
 JX0971                          STATION DESCRIPTION
 JX0971
 JX0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0971'AT WALKER.
 JX0971'AT WALKER, WOOD COUNTY, 0.1 MILE WEST OF THE BALTIMORE AND
 JX0971'OHIO RAILROAD STATION, AT BRIDGE 47, IN THE TOP OF THE EAST END
 JX0971'OF THE SOUTHEAST CONCRETE RETAINING WALL, 9 FEET SOUTH OF THE
 JX0971'CENTERLINE OF THE TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE
 JX0971'TRACK.  A STANDARD DISK, STAMPED F 83 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2611 ***********************************************************************
 HX2611  DESIGNATION -  F 84
 HX2611  PID         -  HX2611
 HX2611  STATE/COUNTY-  WV/MASON
 HX2611  USGS QUAD   -  NEW HAVEN (1994)
 HX2611
 HX2611                         *CURRENT SURVEY CONTROL
 HX2611  ___________________________________________________________________
 HX2611* NAD 83(1986)-  38 52 51.     (N)    081 55 25.     (W)     SCALED    
 HX2611* NAVD 88     -       174.986  (meters)     574.10   (feet)  ADJUSTED  
 HX2611  ___________________________________________________________________
 HX2611  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HX2611  DYNAMIC HT  -         174.874 (meters)     573.73  (feet)  COMP
 HX2611  MODELED GRAV-     979,985.2   (mgal)                       NAVD 88
 HX2611
 HX2611  VERT ORDER  -  FIRST     CLASS II
 HX2611
 HX2611.The horizontal coordinates were scaled from a topographic map and have
 HX2611.an estimated accuracy of +/- 6 seconds.
 HX2611
 HX2611.The orthometric height was determined by differential leveling
 HX2611.and adjusted by the National Geodetic Survey in June 1991..
 HX2611.WARNING-Repeat measurements at this control monument indicate possible
 HX2611.vertical movement.
 HX2611
 HX2611.The geoid height was determined by GEOID03.
 HX2611
 HX2611.The dynamic height is computed by dividing the NAVD 88
 HX2611.geopotential number by the normal gravity value computed on the
 HX2611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2611.degrees latitude (g = 980.6199 gals.).
 HX2611
 HX2611.The modeled gravity was interpolated from observed gravity values.
 HX2611
 HX2611;                    North         East    Units  Estimated Accuracy
 HX2611;SPC WV S     -   209,160.      519,860.      MT  (+/- 180 meters Scaled)
 HX2611
 HX2611                          SUPERSEDED SURVEY CONTROL
 HX2611
 HX2611  NGVD 29 (??/??/92)  175.162  (m)          574.68   (f) ADJ UNCH    1 2
 HX2611
 HX2611.Superseded values are not recommended for survey control.
 HX2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2611.See file dsdata.txt to determine how the superseded data were derived.
 HX2611
 HX2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD198039(NAD 83)
 HX2611_MARKER: DB = BENCH MARK DISK
 HX2611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2611_SP_SET: BRIDGE GUARDRAIL
 HX2611_STAMPING: F 84 1943
 HX2611_MARK LOGO: CGS   
 HX2611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2611
 HX2611  HISTORY     - Date     Condition        Report By
 HX2611  HISTORY     - 1943     MONUMENTED       CGS
 HX2611  HISTORY     - 1976     GOOD             NGS
 HX2611  HISTORY     - 1984     GOOD             NGS
 HX2611
 HX2611                          STATION DESCRIPTION
 HX2611
 HX2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HX2611'1 MI SE FROM LETART.
 HX2611'1.0 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2611'THE STATION AT LETART, 2 POLES NORTHWEST OF POLE 143+10, 46.3
 HX2611'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK AT THE NORTHWEST
 HX2611'END OF TRESTLE 1433, AT A LARGE CONCRETE BRIDGE ON U.S. HIGHWAY
 HX2611'33, IN THE TOP OF THE NORTHEAST GUARDRAIL, 1.7 FEET SOUTHEAST
 HX2611'OF THE NORTHWEST END, 10.4 FEET NORTHEAST OF THE CENTERLINE OF
 HX2611'THE HIGHWAY, AND ABOUT 6 FEET LOWER THAN THE TRACK.  A STANDARD
 HX2611'DISK, STAMPED F 84 1943.
 HX2611
 HX2611                          STATION RECOVERY (1976)
 HX2611
 HX2611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2611'RECOVERED IN GOOD CONDITION.
 HX2611
 HX2611                          STATION RECOVERY (1984)
 HX2611
 HX2611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2611'RECOVERED IN GOOD CONDITION, THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 HX2611'THE MILEAGE TO REACH IS INADEQUATE AS THE RAILROAD STATION IN LETART
 HX2611'HAS BEEN RAZED, CHANGE TO, 1.8 KM (1.15 MI) SOUTHEAST ALONG U.S.
 HX2611'HIGHWAY 33 FROM THE JUNCTION OF SANDHILL ROAD IN LETART TO THE MARK ON
 HX2611'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1115 ***********************************************************************
 JX1115  DESIGNATION -  F 85
 JX1115  PID         -  JX1115
 JX1115  STATE/COUNTY-  WV/JACKSON
 JX1115  USGS QUAD   -  PORTLAND (1994)
 JX1115
 JX1115                         *CURRENT SURVEY CONTROL
 JX1115  ___________________________________________________________________
 JX1115* NAD 83(1986)-  39 03 46.     (N)    081 48 20.     (W)     SCALED    
 JX1115* NAVD 88     -       177.421  (meters)     582.09   (feet)  ADJUSTED  
 JX1115  ___________________________________________________________________
 JX1115  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JX1115  DYNAMIC HT  -         177.307 (meters)     581.71  (feet)  COMP
 JX1115  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 JX1115
 JX1115  VERT ORDER  -  FIRST     CLASS II
 JX1115
 JX1115.The horizontal coordinates were scaled from a topographic map and have
 JX1115.an estimated accuracy of +/- 6 seconds.
 JX1115
 JX1115.The orthometric height was determined by differential leveling
 JX1115.and adjusted by the National Geodetic Survey in June 1991..
 JX1115.WARNING-Repeat measurements at this control monument indicate possible
 JX1115.vertical movement.
 JX1115
 JX1115.The geoid height was determined by GEOID03.
 JX1115
 JX1115.The dynamic height is computed by dividing the NAVD 88
 JX1115.geopotential number by the normal gravity value computed on the
 JX1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1115.degrees latitude (g = 980.6199 gals.).
 JX1115
 JX1115.The modeled gravity was interpolated from observed gravity values.
 JX1115
 JX1115;                    North         East    Units  Estimated Accuracy
 JX1115;SPC WV S     -   229,260.      530,280.      MT  (+/- 180 meters Scaled)
 JX1115
 JX1115                          SUPERSEDED SURVEY CONTROL
 JX1115
 JX1115  NGVD 29 (??/??/92)  177.613  (m)          582.72   (f) ADJ UNCH    1 2
 JX1115
 JX1115.Superseded values are not recommended for survey control.
 JX1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1115.See file dsdata.txt to determine how the superseded data were derived.
 JX1115
 JX1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD303240(NAD 83)
 JX1115_MARKER: DB = BENCH MARK DISK
 JX1115_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1115_STAMPING: F 85 1943
 JX1115_MARK LOGO: CGS   
 JX1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1115+STABILITY: SURFACE MOTION
 JX1115
 JX1115  HISTORY     - Date     Condition        Report By
 JX1115  HISTORY     - 1943     MONUMENTED       CGS
 JX1115  HISTORY     - 1976     GOOD             NGS
 JX1115  HISTORY     - 1984     GOOD             NGS
 JX1115
 JX1115                          STATION DESCRIPTION
 JX1115
 JX1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX1115'1.2 MI S FROM MURRAYVILLE.
 JX1115'ABOUT 1-1/4 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1115'FROM THE POST OFFICE AT MURRAYVILLE, JACKSON COUNTY, OPPOSITE
 JX1115'POLE 119+1, AT A 3- BY 5-FOOT STONE CULVERT, IN THE TOP OF THE
 JX1115'NORTH END OF THE EAST HEAD WALL, 27.7 FEET EAST OF THE CENTERLINE
 JX1115'OF THE TRACK, AND ABOUT 10 FEET LOWER THAN THE TRACK.  A
 JX1115'STANDARD DISK, STAMPED F 85 1943.
 JX1115
 JX1115                          STATION RECOVERY (1976)
 JX1115
 JX1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1115'RECOVERED IN GOOD CONDITION.
 JX1115
 JX1115                          STATION RECOVERY (1984)
 JX1115
 JX1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1590 ***********************************************************************
 GX1590  DESIGNATION -  F 86
 GX1590  PID         -  GX1590
 GX1590  STATE/COUNTY-  WV/MCDOWELL
 GX1590  USGS QUAD   -  PANTHER (1977)
 GX1590
 GX1590                         *CURRENT SURVEY CONTROL
 GX1590  ___________________________________________________________________
 GX1590* NAD 83(1986)-  37 27 58.     (N)    081 55 37.     (W)     SCALED    
 GX1590* NAVD 88     -       382.255  (meters)    1254.11   (feet)  ADJUSTED  
 GX1590  ___________________________________________________________________
 GX1590  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX1590  DYNAMIC HT  -         381.948 (meters)    1253.11  (feet)  COMP
 GX1590  MODELED GRAV-     979,816.0   (mgal)                       NAVD 88
 GX1590
 GX1590  VERT ORDER  -  SECOND    CLASS 0
 GX1590
 GX1590.The horizontal coordinates were scaled from a topographic map and have
 GX1590.an estimated accuracy of +/- 6 seconds.
 GX1590
 GX1590.The orthometric height was determined by differential leveling
 GX1590.and adjusted by the National Geodetic Survey in June 1991..
 GX1590
 GX1590.The geoid height was determined by GEOID03.
 GX1590
 GX1590.The dynamic height is computed by dividing the NAVD 88
 GX1590.geopotential number by the normal gravity value computed on the
 GX1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1590.degrees latitude (g = 980.6199 gals.).
 GX1590
 GX1590.The modeled gravity was interpolated from observed gravity values.
 GX1590
 GX1590;                    North         East    Units  Estimated Accuracy
 GX1590;SPC WV S     -    52,140.      518,000.      MT  (+/- 180 meters Scaled)
 GX1590
 GX1590                          SUPERSEDED SURVEY CONTROL
 GX1590
 GX1590  NGVD 29 (??/??/92)  382.451  (m)         1254.76   (f) ADJ UNCH    2 0
 GX1590
 GX1590.Superseded values are not recommended for survey control.
 GX1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1590.See file dsdata.txt to determine how the superseded data were derived.
 GX1590
 GX1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB180469(NAD 83)
 GX1590_MARKER: DB = BENCH MARK DISK
 GX1590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1590_SP_SET: DRILL HOLE
 GX1590_STAMPING: F 86 1952 1254.758
 GX1590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1590
 GX1590  HISTORY     - Date     Condition        Report By
 GX1590  HISTORY     - 1952     MONUMENTED       CGS
 GX1590  HISTORY     - 1956     GOOD             NGS
 GX1590  HISTORY     - 1963     GOOD             USGS
 GX1590
 GX1590                          STATION DESCRIPTION
 GX1590
 GX1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GX1590'2.2 MI SW FROM PANTHER.
 GX1590'2.2 MILES SOUTHWEST ALONG GRAVEL ROAD FROM THE NORFOLK AND
 GX1590'WESTERN RAILROAD STATION AT PANTHER, 0.5 MILE EAST OF THE TOP
 GX1590'OF A HILL AND SMALL CEMETERY, SET VERTICALLY IN FACE OF A ROCK
 GX1590'LEDGE, ABOUT 100 YARDS EAST OF JUNCTION OF A GRADED ROAD SOUTHWEST,
 GX1590'19 FEET NORTH OF CENTER OF ROAD, 85 FEET EAST OF CENTER OF
 GX1590'JUNCTION OF ROAD AND A DRIVE NORTHEAST AND UP HILL TO A HOUSE
 GX1590'WITH IMITATION STONE SIDING, 15 FEET SOUTHEAST AND BELOW THE
 GX1590'CENTER OF DRIVEWAY, 15 FEET WEST OF NORTH END OF A 24-INCH PIPE
 GX1590'CULVERT, AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
 GX1590
 GX1590                          STATION RECOVERY (1963)
 GX1590
 GX1590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GX1590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1107 ***********************************************************************
 GX1107  DESIGNATION -  F 87
 GX1107  PID         -  GX1107
 GX1107  STATE/COUNTY-  WV/RALEIGH
 GX1107  USGS QUAD   -  SHADY SPRING (1976)
 GX1107
 GX1107                         *CURRENT SURVEY CONTROL
 GX1107  ___________________________________________________________________
 GX1107* NAD 83(1986)-  37 43 24.     (N)    081 05 59.     (W)     SCALED    
 GX1107* NAVD 88     -       786.993  (meters)    2581.99   (feet)  ADJUSTED  
 GX1107  ___________________________________________________________________
 GX1107  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX1107  DYNAMIC HT  -         786.323 (meters)    2579.79  (feet)  COMP
 GX1107  MODELED GRAV-     979,750.8   (mgal)                       NAVD 88
 GX1107
 GX1107  VERT ORDER  -  SECOND    CLASS 0
 GX1107
 GX1107.The horizontal coordinates were scaled from a topographic map and have
 GX1107.an estimated accuracy of +/- 6 seconds.
 GX1107
 GX1107.The orthometric height was determined by differential leveling
 GX1107.and adjusted by the National Geodetic Survey in June 1991..
 GX1107
 GX1107.The geoid height was determined by GEOID03.
 GX1107
 GX1107.The dynamic height is computed by dividing the NAVD 88
 GX1107.geopotential number by the normal gravity value computed on the
 GX1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1107.degrees latitude (g = 980.6199 gals.).
 GX1107
 GX1107.The modeled gravity was interpolated from observed gravity values.
 GX1107
 GX1107;                    North         East    Units  Estimated Accuracy
 GX1107;SPC WV S     -    80,290.      591,210.      MT  (+/- 180 meters Scaled)
 GX1107
 GX1107                          SUPERSEDED SURVEY CONTROL
 GX1107
 GX1107  NGVD 29 (??/??/92)  787.131  (m)         2582.45   (f) ADJ UNCH    2 0
 GX1107
 GX1107.Superseded values are not recommended for survey control.
 GX1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1107.See file dsdata.txt to determine how the superseded data were derived.
 GX1107
 GX1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB912751(NAD 83)
 GX1107_MARKER: DB = BENCH MARK DISK
 GX1107_SETTING: 66 = SET IN ROCK OUTCROP
 GX1107_SP_SET: ROCK
 GX1107_STAMPING: F 87 1960
 GX1107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1107+STABILITY: POSITION/ELEVATION WELL
 GX1107
 GX1107  HISTORY     - Date     Condition        Report By
 GX1107  HISTORY     - 1960     MONUMENTED       CGS
 GX1107
 GX1107                          STATION DESCRIPTION
 GX1107
 GX1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1107'1.3 MI N FROM SHADY SPRING.
 GX1107'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 3 (ALSO U.S. HIGHWAYS
 GX1107'19 AND 21) FROM THE JUNCTION OF STATE HIGHWAY 3 LEADING EAST
 GX1107'AND U.S. HIGHWAYS 19 AND 21 LEADING SOUTH AT SHADY SPRING, 0.4
 GX1107'MILE SOUTHEAST OF THE JUNCTION OF BLACK TOP ROAD 19-16 LEADING
 GX1107'NORTHEAST TO GRANDVIEW, 0.1 MILE SOUTHEAST OF THE BOTTOM OF
 GX1107'GRADES, 25 1/2 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 GX1107'HIGHWAY, SET VERTICALLY IN THE WEST-SOUTHWEST FACE OF A
 GX1107'45-FOOT-WIDE BY 10-FOOT-HIGH SOLID ROCK IN ROCK CUT, 7 YARDS
 GX1107'SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST END OF SOLID ROCK,
 GX1107'1 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 1 1/2 FEET
 GX1107'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0185 ***********************************************************************
 JX0185  DESIGNATION -  F 9
 JX0185  PID         -  JX0185
 JX0185  STATE/COUNTY-  WV/LEWIS
 JX0185  USGS QUAD   -  WESTON (1977)
 JX0185
 JX0185                         *CURRENT SURVEY CONTROL
 JX0185  ___________________________________________________________________
 JX0185* NAD 83(1986)-  39 03 00.     (N)    080 29 28.     (W)     SCALED    
 JX0185* NAVD 88     -       313.711  (meters)    1029.23   (feet)  ADJUSTED  
 JX0185  ___________________________________________________________________
 JX0185  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JX0185  DYNAMIC HT  -         313.508 (meters)    1028.57  (feet)  COMP
 JX0185  MODELED GRAV-     979,972.7   (mgal)                       NAVD 88
 JX0185
 JX0185  VERT ORDER  -  SECOND    CLASS 0
 JX0185
 JX0185.The horizontal coordinates were scaled from a topographic map and have
 JX0185.an estimated accuracy of +/- 6 seconds.
 JX0185
 JX0185.The orthometric height was determined by differential leveling
 JX0185.and adjusted by the National Geodetic Survey in June 1991..
 JX0185
 JX0185.The geoid height was determined by GEOID03.
 JX0185
 JX0185.The dynamic height is computed by dividing the NAVD 88
 JX0185.geopotential number by the normal gravity value computed on the
 JX0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0185.degrees latitude (g = 980.6199 gals.).
 JX0185
 JX0185.The modeled gravity was interpolated from observed gravity values.
 JX0185
 JX0185;                    North         East    Units  Estimated Accuracy
 JX0185;SPC WV S     -   227,660.      644,050.      MT  (+/- 180 meters Scaled)
 JX0185
 JX0185                          SUPERSEDED SURVEY CONTROL
 JX0185
 JX0185  NGVD 29 (??/??/92)  313.878  (m)         1029.78   (f) ADJ UNCH    2 0
 JX0185
 JX0185.Superseded values are not recommended for survey control.
 JX0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0185.See file dsdata.txt to determine how the superseded data were derived.
 JX0185
 JX0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND440224(NAD 83)
 JX0185_MARKER: DB = BENCH MARK DISK
 JX0185_SETTING: 66 = SET IN ROCK OUTCROP
 JX0185_SP_SET: BOULDER
 JX0185_STAMPING: F 9 1933
 JX0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0185+STABILITY: POSITION/ELEVATION WELL
 JX0185
 JX0185  HISTORY     - Date     Condition        Report By
 JX0185  HISTORY     - 1933     MONUMENTED       CGS
 JX0185  HISTORY     - 1957     MARK NOT FOUND   NGS
 JX0185
 JX0185                          STATION DESCRIPTION
 JX0185
 JX0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0185'1.5 MI W FROM WESTON.
 JX0185'1.5 MILES WEST ALONG U.S. HIGHWAY 33 FROM THE BALTIMORE AND OHIO
 JX0185'RAILROAD STATION AT WESTON, LEWIS COUNTY, ON THE EAST BANK OF
 JX0185'A SMALL STREAM, 350 YARDS EAST OF LARGE TWO STORY RED BRICK
 JX0185'HOUSE, 100 YARDS WEST OF A LARGE TWO STORY WHITE BRICK HOUSE, IN
 JX0185'THE TOP OF A LARGE FLAT BOULDER, AND LEVEL WITH THE HIGHWAY.
 JX0185'A STANDARD DISK, STAMPED F 9 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1250 ***********************************************************************
 JX1250  DESIGNATION -  F 91
 JX1250  PID         -  JX1250
 JX1250  STATE/COUNTY-  WV/WOOD
 JX1250  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1250
 JX1250                         *CURRENT SURVEY CONTROL
 JX1250  ___________________________________________________________________
 JX1250* NAD 83(1986)-  39 07 53.     (N)    081 30 43.     (W)     SCALED    
 JX1250* NAVD 88     -       318.457  (meters)    1044.80   (feet)  ADJUSTED  
 JX1250  ___________________________________________________________________
 JX1250  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JX1250  DYNAMIC HT  -         318.259 (meters)    1044.15  (feet)  COMP
 JX1250  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 JX1250
 JX1250  VERT ORDER  -  SECOND    CLASS 0
 JX1250
 JX1250.The horizontal coordinates were scaled from a topographic map and have
 JX1250.an estimated accuracy of +/- 6 seconds.
 JX1250
 JX1250.The orthometric height was determined by differential leveling
 JX1250.and adjusted by the National Geodetic Survey in June 1991..
 JX1250
 JX1250.The geoid height was determined by GEOID03.
 JX1250
 JX1250.The dynamic height is computed by dividing the NAVD 88
 JX1250.geopotential number by the normal gravity value computed on the
 JX1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1250.degrees latitude (g = 980.6199 gals.).
 JX1250
 JX1250.The modeled gravity was interpolated from observed gravity values.
 JX1250
 JX1250;                    North         East    Units  Estimated Accuracy
 JX1250;SPC WV N     -    72,040.      426,050.      MT  (+/- 180 meters Scaled)
 JX1250
 JX1250                          SUPERSEDED SURVEY CONTROL
 JX1250
 JX1250  NGVD 29 (??/??/92)  318.644  (m)         1045.42   (f) ADJ UNCH    2 0
 JX1250
 JX1250.Superseded values are not recommended for survey control.
 JX1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1250.See file dsdata.txt to determine how the superseded data were derived.
 JX1250
 JX1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD557314(NAD 83)
 JX1250_MARKER: DB = BENCH MARK DISK
 JX1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1250_STAMPING: F 91 1956
 JX1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1250+STABILITY: SURFACE MOTION
 JX1250
 JX1250  HISTORY     - Date     Condition        Report By
 JX1250  HISTORY     - 1956     MONUMENTED       CGS
 JX1250
 JX1250                          STATION DESCRIPTION
 JX1250
 JX1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1250'2.6 MI SW FROM CHESTERVILLE.
 JX1250'2.6 MILES SOUTHWEST ALONG A GRAVEL FROM VALLEY CHAPEL CHURCH AT
 JX1250'CHESTERVILLE, ABOUT 0.6 MILE SOUTHWEST OF A LOW WATER CONCRETE
 JX1250'BRIDGE FOR A CREEK AND JUNCTION OF A DRIVE SOUTHEAST TO A FARM
 JX1250'HOUSE, AT THE TOP OF A GRADE AND JUNCTION OF A TRAIL LEADING WEST,
 JX1250'58 FEET NORTHWEST OF CENTER LINE OF ROAD AND ON THE OUTSIDE OF
 JX1250'A GRADE TOP CURVE, 11 FEET NORTH OF CENTER LINE OF TRAIL WEST,
 JX1250'11 FEET SOUTHEAST OF AN 18-INCH HICKORY TREE WHICH IS IN A FENCE
 JX1250'LINE, 10 FEET NORTHWEST OF A 5-INCH HICKORY TREE WHICH IS IN A
 JX1250'FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 JX1250'2 1/2 FEET SOUTHWEST OF A FENCE LINE ABOUT 1 FOOT BELOW LEVEL
 JX1250'OF ROAD, AND LEVEL WITH TRAIL WEST AND SET IN THE TOP OF A CONCRETE
 JX1250'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1224 ***********************************************************************
 JX1224  DESIGNATION -  F 92
 JX1224  PID         -  JX1224
 JX1224  STATE/COUNTY-  WV/WIRT
 JX1224  USGS QUAD   -  ROCKPORT (1975)
 JX1224
 JX1224                         *CURRENT SURVEY CONTROL
 JX1224  ___________________________________________________________________
 JX1224* NAD 83(1986)-  39 02 58.     (N)    081 30 44.     (W)     SCALED    
 JX1224* NAVD 88     -       213.095  (meters)     699.13   (feet)  ADJUSTED  
 JX1224  ___________________________________________________________________
 JX1224  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JX1224  DYNAMIC HT  -         212.959 (meters)     698.68  (feet)  COMP
 JX1224  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 JX1224
 JX1224  VERT ORDER  -  SECOND    CLASS 0
 JX1224
 JX1224.The horizontal coordinates were scaled from a topographic map and have
 JX1224.an estimated accuracy of +/- 6 seconds.
 JX1224
 JX1224.The orthometric height was determined by differential leveling
 JX1224.and adjusted by the National Geodetic Survey in June 1991..
 JX1224
 JX1224.The geoid height was determined by GEOID03.
 JX1224
 JX1224.The dynamic height is computed by dividing the NAVD 88
 JX1224.geopotential number by the normal gravity value computed on the
 JX1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1224.degrees latitude (g = 980.6199 gals.).
 JX1224
 JX1224.The modeled gravity was interpolated from observed gravity values.
 JX1224
 JX1224;                    North         East    Units  Estimated Accuracy
 JX1224;SPC WV N     -    62,950.      425,830.      MT  (+/- 180 meters Scaled)
 JX1224
 JX1224                          SUPERSEDED SURVEY CONTROL
 JX1224
 JX1224  NGVD 29 (??/??/92)  213.274  (m)          699.72   (f) ADJ UNCH    2 0
 JX1224
 JX1224.Superseded values are not recommended for survey control.
 JX1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1224.See file dsdata.txt to determine how the superseded data were derived.
 JX1224
 JX1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD556223(NAD 83)
 JX1224_MARKER: DB = BENCH MARK DISK
 JX1224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1224_SP_SET: BRIDGE
 JX1224_STAMPING: F 92 1956
 JX1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1224
 JX1224  HISTORY     - Date     Condition        Report By
 JX1224  HISTORY     - 1956     MONUMENTED       CGS
 JX1224
 JX1224                          STATION DESCRIPTION
 JX1224
 JX1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1224'7.9 MI W FROM ELIZABETH.
 JX1224'0.75 MILE WEST ALONG STATE HIGHWAY 14 FROM THE COURT HOUSE
 JX1224'AT ELIZABETH, THENCE ABOUT 7.15 MILES SOUTHWEST AND WEST ALONG
 JX1224'A BLACK TOP AND GRAVEL ROAD FOLLOWING TUCKER CREEK, ABOUT 1.15
 JX1224'MILES WEST OF THE JUNCTION OF A ROAD LEADING SOUTH TO WINDY
 JX1224'AT MORRISTOWN, ABOUT 0.1 MILE WEST OF JUNCTION OF A ROAD LEADING
 JX1224'SOUTHWEST AND UPHILL TO A CHURCH AND CEMETERY, IN THE TOP OF
 JX1224'THE NORTHEAST END OF SOUTHWEST CONCRETE WING WALL OF CONCRETE
 JX1224'LOW WATER BRIDGE OVER RIGHT FORK OF TUCKER CREEK, 10 FEET
 JX1224'SOUTH OF CENTER LINE OF ROAD AND ABOUT LEVEL WITH BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2482 ***********************************************************************
 HX2482  DESIGNATION -  F 93
 HX2482  PID         -  HX2482
 HX2482  STATE/COUNTY-  WV/JACKSON
 HX2482  USGS QUAD   -  GAY (1987)
 HX2482
 HX2482                         *CURRENT SURVEY CONTROL
 HX2482  ___________________________________________________________________
 HX2482* NAD 83(1986)-  38 50 13.     (N)    081 32 50.     (W)     SCALED    
 HX2482* NAVD 88     -       213.417  (meters)     700.19   (feet)  ADJUSTED  
 HX2482  ___________________________________________________________________
 HX2482  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HX2482  DYNAMIC HT  -         213.277 (meters)     699.73  (feet)  COMP
 HX2482  MODELED GRAV-     979,968.9   (mgal)                       NAVD 88
 HX2482
 HX2482  VERT ORDER  -  SECOND    CLASS 0
 HX2482
 HX2482.The horizontal coordinates were scaled from a topographic map and have
 HX2482.an estimated accuracy of +/- 6 seconds.
 HX2482
 HX2482.The orthometric height was determined by differential leveling
 HX2482.and adjusted by the National Geodetic Survey in June 1991..
 HX2482
 HX2482.The geoid height was determined by GEOID03.
 HX2482
 HX2482.The dynamic height is computed by dividing the NAVD 88
 HX2482.geopotential number by the normal gravity value computed on the
 HX2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2482.degrees latitude (g = 980.6199 gals.).
 HX2482
 HX2482.The modeled gravity was interpolated from observed gravity values.
 HX2482
 HX2482;                    North         East    Units  Estimated Accuracy
 HX2482;SPC WV S     -   204,030.      552,490.      MT  (+/- 180 meters Scaled)
 HX2482
 HX2482                          SUPERSEDED SURVEY CONTROL
 HX2482
 HX2482  NGVD 29 (??/??/92)  213.583  (m)          700.73   (f) ADJ UNCH    2 0
 HX2482
 HX2482.Superseded values are not recommended for survey control.
 HX2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2482.See file dsdata.txt to determine how the superseded data were derived.
 HX2482
 HX2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC525988(NAD 83)
 HX2482_MARKER: DB = BENCH MARK DISK
 HX2482_SETTING: 66 = SET IN ROCK OUTCROP
 HX2482_SP_SET: ROCK CUT
 HX2482_STAMPING: F 93 1956
 HX2482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2482+STABILITY: POSITION/ELEVATION WELL
 HX2482
 HX2482  HISTORY     - Date     Condition        Report By
 HX2482  HISTORY     - 1956     MONUMENTED       CGS
 HX2482
 HX2482                          STATION DESCRIPTION
 HX2482
 HX2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2482'3.4 MI NW FROM MARSHALL.
 HX2482'ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 33 FROM THE BRIDGE OVER
 HX2482'BUFFALO CREEK AT MARSHALL, THENCE ABOUT 1.6 MILES NORTHEAST
 HX2482'ALONG A GRAVEL ROAD FOLLOWING LITTLE CREEK, ABOUT 0.45 MILE
 HX2482'SOUTHWEST OF JUNCTION OF A DIRT ROAD LEADING NORTH ALONG
 HX2482'MITCHELL RUN, ABOUT 0.1 MILE NORTHWEST AND ACROSS ROAD FROM A
 HX2482'2-STORY FRAME HOUSE WHICH IS LOCATED IN A VALLEY, NORTH-NORTHWEST
 HX2482'AND ACROSS ROAD FROM TELEPHONE POLE NO. 252-30, SET VERTICALLY
 HX2482'IN THE SOUTHEAST FACE OF A 3-FOOT HIGH AND 5 1/2-FOOT WIDE
 HX2482'ROCK IN CUT, 14 FEET NORTHWEST OF CENTER LINE OF ROAD AND ABOUT
 HX2482'2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1772 ***********************************************************************
 HX1772  DESIGNATION -  F 94
 HX1772  PID         -  HX1772
 HX1772  STATE/COUNTY-  WV/ROANE
 HX1772  USGS QUAD   -  WALTON (1976)
 HX1772
 HX1772                         *CURRENT SURVEY CONTROL
 HX1772  ___________________________________________________________________
 HX1772* NAD 83(1986)-  38 41 12.     (N)    081 28 42.     (W)     SCALED    
 HX1772* NAVD 88     -       219.401  (meters)     719.82   (feet)  ADJUSTED  
 HX1772  ___________________________________________________________________
 HX1772  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HX1772  DYNAMIC HT  -         219.253 (meters)     719.33  (feet)  COMP
 HX1772  MODELED GRAV-     979,951.2   (mgal)                       NAVD 88
 HX1772
 HX1772  VERT ORDER  -  SECOND    CLASS 0
 HX1772
 HX1772.The horizontal coordinates were scaled from a topographic map and have
 HX1772.an estimated accuracy of +/- 6 seconds.
 HX1772
 HX1772.The orthometric height was determined by differential leveling
 HX1772.and adjusted by the National Geodetic Survey in June 1991..
 HX1772
 HX1772.The geoid height was determined by GEOID03.
 HX1772
 HX1772.The dynamic height is computed by dividing the NAVD 88
 HX1772.geopotential number by the normal gravity value computed on the
 HX1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1772.degrees latitude (g = 980.6199 gals.).
 HX1772
 HX1772.The modeled gravity was interpolated from observed gravity values.
 HX1772
 HX1772;                    North         East    Units  Estimated Accuracy
 HX1772;SPC WV S     -   187,310.      558,380.      MT  (+/- 180 meters Scaled)
 HX1772
 HX1772                          SUPERSEDED SURVEY CONTROL
 HX1772
 HX1772  NGVD 29 (??/??/92)  219.572  (m)          720.38   (f) ADJ UNCH    2 0
 HX1772
 HX1772.Superseded values are not recommended for survey control.
 HX1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1772.See file dsdata.txt to determine how the superseded data were derived.
 HX1772
 HX1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC583821(NAD 83)
 HX1772_MARKER: DB = BENCH MARK DISK
 HX1772_SETTING: 66 = SET IN ROCK OUTCROP
 HX1772_SP_SET: ROCK CUT
 HX1772_STAMPING: F 94 1956
 HX1772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1772+STABILITY: POSITION/ELEVATION WELL
 HX1772
 HX1772  HISTORY     - Date     Condition        Report By
 HX1772  HISTORY     - 1956     MONUMENTED       CGS
 HX1772
 HX1772                          STATION DESCRIPTION
 HX1772
 HX1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1772'AT HARMONY.
 HX1772'AT HARMONY, ABOUT 66 YARDS NORTHEAST ALONG A BLACK TOP ROAD FROM
 HX1772'BRIDGE OVER COX FORK, ABOUT 60 YARDS NORTHEAST OF ROAD JUNCTION,
 HX1772'15 FEET NORTHWEST OF CENTER LINE OF BLACK TOP ROAD, 198 FEET
 HX1772'NORTHEAST OF NORTH CORNER OF BRIDGE OVER COX FORK, SET VERTICALLY
 HX1772'ABOUT 3 1/2 FEET ABOVE GROUND IN THE SOUTHEAST FACE OF A 6-FOOT
 HX1772'HIGH SOLID ROCK CUT, 6 YARDS NORTHEAST OF SOUTHWEST END OF ROCK
 HX1772'AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1785 ***********************************************************************
 HX1785  DESIGNATION -  F 95
 HX1785  PID         -  HX1785
 HX1785  STATE/COUNTY-  WV/ROANE
 HX1785  USGS QUAD   -  KETTLE (1975)
 HX1785
 HX1785                         *CURRENT SURVEY CONTROL
 HX1785  ___________________________________________________________________
 HX1785* NAD 83(1986)-  38 35 53.     (N)    081 28 26.     (W)     SCALED    
 HX1785* NAVD 88     -       323.461  (meters)    1061.22   (feet)  ADJUSTED  
 HX1785  ___________________________________________________________________
 HX1785  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HX1785  DYNAMIC HT  -         323.240 (meters)    1060.50  (feet)  COMP
 HX1785  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 HX1785
 HX1785  VERT ORDER  -  SECOND    CLASS 0
 HX1785
 HX1785.The horizontal coordinates were scaled from a topographic map and have
 HX1785.an estimated accuracy of +/- 6 seconds.
 HX1785
 HX1785.The orthometric height was determined by differential leveling
 HX1785.and adjusted by the National Geodetic Survey in June 1991..
 HX1785
 HX1785.The geoid height was determined by GEOID03.
 HX1785
 HX1785.The dynamic height is computed by dividing the NAVD 88
 HX1785.geopotential number by the normal gravity value computed on the
 HX1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1785.degrees latitude (g = 980.6199 gals.).
 HX1785
 HX1785.The modeled gravity was interpolated from observed gravity values.
 HX1785
 HX1785;                    North         East    Units  Estimated Accuracy
 HX1785;SPC WV S     -   177,480.      558,720.      MT  (+/- 180 meters Scaled)
 HX1785
 HX1785                          SUPERSEDED SURVEY CONTROL
 HX1785
 HX1785  NGVD 29 (??/??/92)  323.632  (m)         1061.78   (f) ADJ UNCH    2 0
 HX1785
 HX1785.Superseded values are not recommended for survey control.
 HX1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1785.See file dsdata.txt to determine how the superseded data were derived.
 HX1785
 HX1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC587722(NAD 83)
 HX1785_MARKER: DB = BENCH MARK DISK
 HX1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1785_STAMPING: F 95 1956
 HX1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1785+STABILITY: SURFACE MOTION
 HX1785
 HX1785  HISTORY     - Date     Condition        Report By
 HX1785  HISTORY     - 1956     MONUMENTED       CGS
 HX1785
 HX1785                          STATION DESCRIPTION
 HX1785
 HX1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1785'6.8 MI SW FROM MT WELCOME.
 HX1785'ABOUT 5.85 MILES WEST ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 HX1785'JUNCTION OF STATE HIGHWAY 14 AND TOP OF HIGHWAY GRADE AT MT. WELCOME,
 HX1785'THENCE ABOUT 0.95 MILE SOUTHWEST ALONG A NARROW ROAD LEADING TO
 HX1785'KETTLE, ABOUT 0.8 MILE SOUTH OF MATTIE SCHOOL, ABOUT 102 YARDS
 HX1785'SOUTHEAST ALONG A DIRT ROAD LEADING TO A RIDGE TOP CEMETERY FROM
 HX1785'JUNCTION OF MAIN ROAD, 16 FEET SOUTHWEST OF CENTER OF ENTRANCE
 HX1785'GATE TO CEMETERY, 65 FEET EAST OF CENTER LINE OF GRAVEL ROAD,
 HX1785'2.3 FEET NORTH-NORTHEAST OF NORTHWEST CORNER OF CEMETERY FENCE,
 HX1785'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 15 FEET
 HX1785'ABOVE LEVEL OF GRAVEL ROAD, ABOUT 1 FOOT BELOW LEVEL OF CEMETERY
 HX1785'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HX1785'NOTE-- MARK IS REACHED FROM THE POST OFFICE AND STORE AT KETTLE
 HX1785'BY GOING ABOUT 1.55 MILE NORTHEAST ALONG CREEK BED ROAD, THENCE
 HX1785'ABOUT 0.95 MILE NORTHEAST ALONG A DIRT ROAD LEADING TO MATTIE
 HX1785'SCHOOL AND MT. WELCOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1956 ***********************************************************************
 HX1956  DESIGNATION -  F 96
 HX1956  PID         -  HX1956
 HX1956  STATE/COUNTY-  WV/KANAWHA
 HX1956  USGS QUAD   -  BLUE CREEK (1995)
 HX1956
 HX1956                         *CURRENT SURVEY CONTROL
 HX1956  ___________________________________________________________________
 HX1956* NAD 83(1986)-  38 29 07.     (N)    081 23 21.     (W)     SCALED    
 HX1956* NAVD 88     -       204.974  (meters)     672.49   (feet)  ADJUSTED  
 HX1956  ___________________________________________________________________
 HX1956  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HX1956  DYNAMIC HT  -         204.832 (meters)     672.02  (feet)  COMP
 HX1956  MODELED GRAV-     979,933.6   (mgal)                       NAVD 88
 HX1956
 HX1956  VERT ORDER  -  SECOND    CLASS 0
 HX1956
 HX1956.The horizontal coordinates were scaled from a topographic map and have
 HX1956.an estimated accuracy of +/- 6 seconds.
 HX1956
 HX1956.The orthometric height was determined by differential leveling
 HX1956.and adjusted by the National Geodetic Survey in June 1991..
 HX1956
 HX1956.The geoid height was determined by GEOID03.
 HX1956
 HX1956.The dynamic height is computed by dividing the NAVD 88
 HX1956.geopotential number by the normal gravity value computed on the
 HX1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1956.degrees latitude (g = 980.6199 gals.).
 HX1956
 HX1956.The modeled gravity was interpolated from observed gravity values.
 HX1956
 HX1956;                    North         East    Units  Estimated Accuracy
 HX1956;SPC WV S     -   164,920.      566,050.      MT  (+/- 180 meters Scaled)
 HX1956
 HX1956                          SUPERSEDED SURVEY CONTROL
 HX1956
 HX1956  NGVD 29 (??/??/92)  205.152  (m)          673.07   (f) ADJ UNCH    2 0
 HX1956
 HX1956.Superseded values are not recommended for survey control.
 HX1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1956.See file dsdata.txt to determine how the superseded data were derived.
 HX1956
 HX1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC660597(NAD 83)
 HX1956_MARKER: DB = BENCH MARK DISK
 HX1956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1956_SP_SET: CULVERT
 HX1956_STAMPING: F 96 1956
 HX1956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX1956+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2004
 HX1956
 HX1956  HISTORY     - Date     Condition        Report By
 HX1956  HISTORY     - 1956     MONUMENTED       CGS
 HX1956  HISTORY     - 20041201 GOOD             INDIV
 HX1956
 HX1956                          STATION DESCRIPTION
 HX1956
 HX1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1956'1.6 MI NE FROM FALLING ROCK.
 HX1956'ABOUT 0.35 MILE NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE POST
 HX1956'OFFICE AT FALLING ROCK, THENCE ABOUT 1.2 MILES NORTH ALONG A
 HX1956'BLACK TOP ROAD FOLLOWING JORDAN CREEK, IN THE TOP OF THE NORTH
 HX1956'END OF WEST HEAD WALL OF A 20-FOOT CONCRETE BRIDGE OVER JORDAN
 HX1956'CREEK, 17 FEET WEST OF CENTER LINE OF ROAD AND ABOUT 2 FEET BELOW
 HX1956'LEVEL OF ROAD.
 HX1956
 HX1956                          STATION RECOVERY (2004)
 HX1956
 HX1956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX1956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2537 ***********************************************************************
 HX2537  DESIGNATION -  F 97
 HX2537  PID         -  HX2537
 HX2537  STATE/COUNTY-  WV/JACKSON
 HX2537  USGS QUAD   -  KENTUCK (1975)
 HX2537
 HX2537                         *CURRENT SURVEY CONTROL
 HX2537  ___________________________________________________________________
 HX2537* NAD 83(1986)-  38 38 13.     (N)    081 32 46.     (W)     SCALED    
 HX2537* NAVD 88     -       305.786  (meters)    1003.23   (feet)  ADJUSTED  
 HX2537  ___________________________________________________________________
 HX2537  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HX2537  DYNAMIC HT  -         305.580 (meters)    1002.56  (feet)  COMP
 HX2537  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 HX2537
 HX2537  VERT ORDER  -  SECOND    CLASS 0
 HX2537
 HX2537.The horizontal coordinates were scaled from a topographic map and have
 HX2537.an estimated accuracy of +/- 6 seconds.
 HX2537
 HX2537.The orthometric height was determined by differential leveling
 HX2537.and adjusted by the National Geodetic Survey in June 1991..
 HX2537
 HX2537.The geoid height was determined by GEOID03.
 HX2537
 HX2537.The dynamic height is computed by dividing the NAVD 88
 HX2537.geopotential number by the normal gravity value computed on the
 HX2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2537.degrees latitude (g = 980.6199 gals.).
 HX2537
 HX2537.The modeled gravity was interpolated from observed gravity values.
 HX2537
 HX2537;                    North         East    Units  Estimated Accuracy
 HX2537;SPC WV S     -   181,830.      552,450.      MT  (+/- 180 meters Scaled)
 HX2537
 HX2537                          SUPERSEDED SURVEY CONTROL
 HX2537
 HX2537  NGVD 29 (??/??/92)  305.962  (m)         1003.81   (f) ADJ UNCH    2 0
 HX2537
 HX2537.Superseded values are not recommended for survey control.
 HX2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2537.See file dsdata.txt to determine how the superseded data were derived.
 HX2537
 HX2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC524766(NAD 83)
 HX2537_MARKER: DB = BENCH MARK DISK
 HX2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2537_STAMPING: F 97 1956
 HX2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2537+STABILITY: SURFACE MOTION
 HX2537
 HX2537  HISTORY     - Date     Condition        Report By
 HX2537  HISTORY     - 1956     MONUMENTED       CGS
 HX2537
 HX2537                          STATION DESCRIPTION
 HX2537
 HX2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2537'8 MI SW FROM HARMONY.
 HX2537'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM BRIDGE OVER
 HX2537'COX FORK AT HARMONY, THENCE ABOUT 1.1 MILES NORTHWEST ALONG A
 HX2537'GRAVEL ROAD, THENCE ABOUT 2.45 MILES SOUTHWEST ALONG A ROAD THRU
 HX2537'HIGBY RUN, THENCE ABOUT 0.15 MILE NORTHWEST ALONG A DIRT ROAD
 HX2537'FOLLOWING TOP OF RIDGE, THENCE ABOUT 4.05 MILES SOUTHWEST AND
 HX2537'SOUTH ALONG A DIRT ROAD, ABOUT 1.1 MILES SOUTH OF ROAD JUNCTION
 HX2537'AND FORMER STORE AT JULY, ABOUT 0.7 MILE NORTH OF JUNCTION OF
 HX2537'A ROAD SOUTHEAST AND DOWNHILL INTO WHITE OAK CREEK, ABOUT 0.4
 HX2537'MILE NORTH OF A FRAME HOUSE AND SMALL STORE, 18 FEET
 HX2537'SOUTH-SOUTHEAST OF CENTER LINE OF RIDGE ROAD, 19 FEET NORTHEAST
 HX2537'OF CENTER LINE OF A DRIVE SOUTHEAST TO A FARM HOUSE, 3 FEET WEST
 HX2537'OF POWER POLE NO. 49-7015/1007 C 9, 81 FEET NORTHWEST OF
 HX2537'NORTHWEST PORCH CORNER OF MR. PARSONS RESIDENCE, ABOUT 3 FEET
 HX2537'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HX2537'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2587 ***********************************************************************
 HX2587  DESIGNATION -  F 98
 HX2587  PID         -  HX2587
 HX2587  STATE/COUNTY-  WV/PUTNAM
 HX2587  USGS QUAD   -  BANCROFT (1975)
 HX2587
 HX2587                         *CURRENT SURVEY CONTROL
 HX2587  ___________________________________________________________________
 HX2587* NAD 83(1986)-  38 31 44.     (N)    081 45 42.     (W)     SCALED    
 HX2587* NAVD 88     -       217.355  (meters)     713.11   (feet)  ADJUSTED  
 HX2587  ___________________________________________________________________
 HX2587  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HX2587  DYNAMIC HT  -         217.205 (meters)     712.61  (feet)  COMP
 HX2587  MODELED GRAV-     979,932.8   (mgal)                       NAVD 88
 HX2587
 HX2587  VERT ORDER  -  SECOND    CLASS 0
 HX2587
 HX2587.The horizontal coordinates were scaled from a topographic map and have
 HX2587.an estimated accuracy of +/- 6 seconds.
 HX2587
 HX2587.The orthometric height was determined by differential leveling
 HX2587.and adjusted by the National Geodetic Survey in June 1991..
 HX2587
 HX2587.The geoid height was determined by GEOID03.
 HX2587
 HX2587.The dynamic height is computed by dividing the NAVD 88
 HX2587.geopotential number by the normal gravity value computed on the
 HX2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2587.degrees latitude (g = 980.6199 gals.).
 HX2587
 HX2587.The modeled gravity was interpolated from observed gravity values.
 HX2587
 HX2587;                    North         East    Units  Estimated Accuracy
 HX2587;SPC WV S     -   169,960.      533,590.      MT  (+/- 180 meters Scaled)
 HX2587
 HX2587                          SUPERSEDED SURVEY CONTROL
 HX2587
 HX2587  NGVD 29 (??/??/92)  217.545  (m)          713.73   (f) ADJ UNCH    2 0
 HX2587
 HX2587.Superseded values are not recommended for survey control.
 HX2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2587.See file dsdata.txt to determine how the superseded data were derived.
 HX2587
 HX2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC336647(NAD 83)
 HX2587_MARKER: DB = BENCH MARK DISK
 HX2587_SETTING: 66 = SET IN ROCK OUTCROP
 HX2587_SP_SET: ROCK OUTCROP
 HX2587_STAMPING: F 98 1956
 HX2587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2587+STABILITY: POSITION/ELEVATION WELL
 HX2587
 HX2587  HISTORY     - Date     Condition        Report By
 HX2587  HISTORY     - 1956     MONUMENTED       CGS
 HX2587
 HX2587                          STATION DESCRIPTION
 HX2587
 HX2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2587'6.8 MI NE FROM RAYMOND CITY.
 HX2587'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM BRIDGE OVER
 HX2587'POCATALICO RIVER AT RAYMOND CITY, THENCE ABOUT 5.95 MILES
 HX2587'NORTHEAST ALONG A BLACK TOP AND GRAVEL ROAD, THENCE ABOUT 0.65
 HX2587'MILE EAST ALONG A ROAD WHICH LEADS OVER GAP AND INTO KELLY CREEK,
 HX2587'ABOUT 0.6 MILE WEST OF TOP OF GRADE, A CROSSROAD AND THE
 HX2587'PUTNAM-KANAWAH COUNTY LINE, 35 FEET NORTH-NORTHWEST OF CENTER
 HX2587'LINE OF ROAD, 22 1/2 FEET NORTHWEST OF POWER POLE NO. 50 - 7239
 HX2587'WITH A TRANSFORMER, 59 1/2 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 HX2587'A SMALL FARM HOUSE, IN THE TOP OF A ROCK OUTCROP PROJECTING
 HX2587'OUT OF THE BOTTOM OF A HILL, AND ABOUT 5 FEET ABOVE LEVEL OF
 HX2587'ROAD.  NOTE-- MARK IS ABOUT 0.9 MILE SOUTH ALONG A GRAVEL ROAD
 HX2587'FROM THE SCHOOL AT HEIZER, THENCE ABOUT 0.65 MILE EAST ALONG
 HX2587'ROAD LEADING OVER GAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2523 ***********************************************************************
 HX2523  DESIGNATION -  F 99
 HX2523  PID         -  HX2523
 HX2523  STATE/COUNTY-  WV/JACKSON
 HX2523  USGS QUAD   -  KENTUCK (1975)
 HX2523
 HX2523                         *CURRENT SURVEY CONTROL
 HX2523  ___________________________________________________________________
 HX2523* NAD 83(1986)-  38 39 10.     (N)    081 35 03.     (W)     SCALED    
 HX2523* NAVD 88     -       278.420  (meters)     913.45   (feet)  ADJUSTED  
 HX2523  ___________________________________________________________________
 HX2523  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HX2523  DYNAMIC HT  -         278.233 (meters)     912.84  (feet)  COMP
 HX2523  MODELED GRAV-     979,951.4   (mgal)                       NAVD 88
 HX2523
 HX2523  VERT ORDER  -  SECOND    CLASS 0
 HX2523
 HX2523.The horizontal coordinates were scaled from a topographic map and have
 HX2523.an estimated accuracy of +/- 6 seconds.
 HX2523
 HX2523.The orthometric height was determined by differential leveling
 HX2523.and adjusted by the National Geodetic Survey in June 1991..
 HX2523
 HX2523.The geoid height was determined by GEOID03.
 HX2523
 HX2523.The dynamic height is computed by dividing the NAVD 88
 HX2523.geopotential number by the normal gravity value computed on the
 HX2523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2523.degrees latitude (g = 980.6199 gals.).
 HX2523
 HX2523.The modeled gravity was interpolated from observed gravity values.
 HX2523
 HX2523;                    North         East    Units  Estimated Accuracy
 HX2523;SPC WV S     -   183,600.      549,150.      MT  (+/- 180 meters Scaled)
 HX2523
 HX2523                          SUPERSEDED SURVEY CONTROL
 HX2523
 HX2523  NGVD 29 (??/??/92)  278.597  (m)          914.03   (f) ADJ UNCH    2 0
 HX2523
 HX2523.Superseded values are not recommended for survey control.
 HX2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2523.See file dsdata.txt to determine how the superseded data were derived.
 HX2523
 HX2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC491784(NAD 83)
 HX2523_MARKER: DB = BENCH MARK DISK
 HX2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2523_STAMPING: F 99 1956
 HX2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2523+STABILITY: SURFACE MOTION
 HX2523
 HX2523  HISTORY     - Date     Condition        Report By
 HX2523  HISTORY     - 1956     MONUMENTED       CGS
 HX2523
 HX2523                          STATION DESCRIPTION
 HX2523
 HX2523'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2523'0.4 MI E FROM KENTUCK.
 HX2523'ABOUT 0.35 MILE EAST ALONG A GRAVEL ROAD FROM THE GOSHEN BAPTIST
 HX2523'CHURCH AT KENTUCK, ABOUT 0.55 MILE EAST OF POST OFFICE AT
 HX2523'KENTUCK, ABOUT 0.2 MILE EAST OF JUNCTION OF A ROAD SOUTHEAST TO
 HX2523'A SCHOOL, ABOUT 0.55 MILE WEST OF STORE AT FLETCHER, 14 FEET
 HX2523'SOUTHWEST OF CENTER LINE OF ROAD AND AT THE NORTHWEST END OF A
 HX2523'CURVE NORTHWEST AND NORTHEAST, ABOUT 70 YARDS WEST OF THE TOP OF
 HX2523'A GRADE AND CROSSING OF DRIVE FROM FARM HOUSE TO BARN, 8 FEET
 HX2523'SOUTHEAST OF A 10-INCH TULIP TREE, 9 1/2 FEET NORTHWEST OF A
 HX2523'12-INCH SUGAR MAPLE TREE, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND
 HX2523'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1948 ***********************************************************************
 JX1948  DESIGNATION -  FAHEY
 JX1948  PID         -  JX1948
 JX1948  STATE/COUNTY-  WV/DODDRIDGE
 JX1948  USGS QUAD   -  NEW MILTON (1976)
 JX1948
 JX1948                         *CURRENT SURVEY CONTROL
 JX1948  ___________________________________________________________________
 JX1948* NAD 83(1995)-  39 08 21.02919(N)    080 38 21.43526(W)     ADJUSTED  
 JX1948* NAVD 88     -       443.8    (meters)    1456.     (feet)  VERTCON   
 JX1948  ___________________________________________________________________
 JX1948  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 JX1948  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JX1948
 JX1948  HORZ ORDER  -  THIRD
 JX1948
 JX1948.The horizontal coordinates were established by classical geodetic methods
 JX1948.and adjusted by the National Geodetic Survey in April 1998..
 JX1948
 JX1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1948
 JX1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1948
 JX1948.The geoid height was determined by GEOID03.
 JX1948
 JX1948;                    North         East     Units Scale Factor Converg.
 JX1948;SPC WV N     -    71,583.769   501,506.194   MT  0.99997660   -0 43 35.8
 JX1948;SPC WV S     -   237,500.980   631,187.848   MT  1.00006455   +0 13 22.8
 JX1948;UTM  17      - 4,332,283.082   531,173.481   MT  0.99961197   +0 13 39.7
 JX1948
 JX1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1948!SPC WV N     -   0.99993551  x   0.99997660  =   0.99991211
 JX1948!SPC WV S     -   0.99993551  x   1.00006455  =   1.00000006
 JX1948!UTM  17      -   0.99993551  x   0.99961197  =   0.99954751
 JX1948
 JX1948:                Primary Azimuth Mark                     Grid Az
 JX1948:SPC WV N     -  FAHEY AZ MK                              087 25 30.8
 JX1948:SPC WV S     -  FAHEY AZ MK                              086 28 32.2
 JX1948:UTM  17      -  FAHEY AZ MK                              086 28 15.3
 JX1948
 JX1948|---------------------------------------------------------------------|
 JX1948| PID    Reference Object                     Distance      Geod. Az  |
 JX1948|                                                           dddmmss.s |
 JX1948| CX4463 FAHEY AZ MK                                        0864155.0 |
 JX1948| CX4464 FAHEY RM 1                           17.285 METERS 15152     |
 JX1948| CX4465 FAHEY RM 2                           13.918 METERS 27616     |
 JX1948|---------------------------------------------------------------------|
 JX1948
 JX1948                          SUPERSEDED SURVEY CONTROL
 JX1948
 JX1948  NAD 83(1986)-  39 08 21.03392(N)    080 38 21.44435(W) AD(       ) 3
 JX1948  NAD 27      -  39 08 20.71440(N)    080 38 22.08470(W) AD(       ) 3
 JX1948  NGVD 29 (07/19/86)  444.0    (m)         1457.     (f) VERT ANG       
 JX1948
 JX1948.Superseded values are not recommended for survey control.
 JX1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1948.See file dsdata.txt to determine how the superseded data were derived.
 JX1948
 JX1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND3117332283(NAD 83)
 JX1948_MARKER: DS = TRIANGULATION STATION DISK
 JX1948_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JX1948_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JX1948
 JX1948  HISTORY     - Date     Condition        Report By
 JX1948  HISTORY     - 1956     MONUMENTED       CGS
 JX1948
 JX1948                          STATION DESCRIPTION
 JX1948
 JX1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX1948'THE STATION IS LOCATED ON A PROMINENT TIMBER COVERED KNOB, THAT IS
 JX1948'ABOUT 11 MILES NORTHWEST OF
 JX1948'WESTON AND 13 MILES SOUTHEAST OF WEST UNION.  IT IS 23 FEET SOUTH OF
 JX1948'A FENCE, 13 FEET WEST OF A FENCE
 JX1948'AND 17 FEET WEST NORTHWEST OF A TRIANGLE BLAZED OAK
 JX1948'TREE.  THE MARK PROJECTS 18 INCHES AND THE DISK
 JX1948'IS STAMPED FAHEY 1956.
 JX1948'
 JX1948'REFERENCE MARK NO. 1 IS 22 FEET WEST OF A FENCE.  THE MARK PROJECTS
 JX1948'18 INCHES AND THE DISK IS
 JX1948'STAMPED FAHEY NO 1 1956.
 JX1948'
 JX1948'REFERENCE MARK NO. IS 3 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 18
 JX1948'INCHES AND THE DISK IS
 JX1948'STAMPED FAHEY NO 2 1956.
 JX1948'
 JX1948'AZIMUTH MARK IS 1 FOOT SOUTH OF A FENCE, 2.5 FEET WEST OF A WITNESS
 JX1948'POST, 21 FEET NORTH OF
 JX1948'THE APPROXIMATE CENTER OF A GRAVELED ROAD AND 24 FEET EAST OF A
 JX1948'HIGH-LINE POLE.  THE MARK PROJECTS 18
 JX1948'INCHES AND THE DISK IS STAMPED FAHEY 1956.
 JX1948'
 JX1948'TO REACH FROM THE JUNCTION OF US HIGHWAY 19 AND 119 IN WESTON, GO
 JX1948'WEST ON US HIGHWAYS 33 AND 119 FOR
 JX1948'6.35 MILES TO A SIDE ROAD RIGHT AT R.O. LOVETTS STORE IN CAMDEN, TURN
 JX1948'RIGHT (NORTHERLY) FOR 6.5 MILES TO
 JX1948'FORKS AND THE END OF SURFACED ROAD.  KEEP STRAIGHT AHEAD
 JX1948'ON THE RIGHT FORK FOR 1.75 MILES TO CROSSROADS
 JX1948'AT SUMMIT OF GRADE AND THE AZIMUTH
 JX1948'MARK IN THE NORTHWEST ANGLE OF THE CROSSROADS.  TURN LEFT
 JX1948'(WESTERLY) ON GRAVELED ROAD FOR
 JX1948'0.4 MILE TO A TRIANGLE BLAZED OAK TREE ON THE RIGHT AT WIRE GATE.
 JX1948'PASS THROUGH GATE, TURN LEFT AND
 JX1948'FOLLOW THE FENCE NORTHERLY FOR 0.1 MILE TO THE END OF TRUCK
 JX1948'TRAVEL.  FROM HERE PACK NORTHWESTERLY
 JX1948'TO THE TOP OF HILL AND STATION.
 JX1948'
 JX1948'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2301 ***********************************************************************
 JX2301  DESIGNATION -  FAIR
 JX2301  PID         -  JX2301
 JX2301  STATE/COUNTY-  WV/MARION
 JX2301  USGS QUAD   -  FAIRMONT WEST (1976)
 JX2301
 JX2301                         *CURRENT SURVEY CONTROL
 JX2301  ___________________________________________________________________
 JX2301* NAD 83(1995)-  39 28 48.09602(N)    080 08 43.79922(W)     ADJUSTED  
 JX2301* NAVD 88     -       292.9    (meters)     961.     (feet)  VERTCON   
 JX2301  ___________________________________________________________________
 JX2301  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 JX2301  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JX2301
 JX2301  HORZ ORDER  -  FIRST
 JX2301
 JX2301.The horizontal coordinates were established by GPS observations
 JX2301.and adjusted by the National Geodetic Survey in April 1998..
 JX2301
 JX2301.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2301
 JX2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2301
 JX2301.The geoid height was determined by GEOID03.
 JX2301
 JX2301;                    North         East     Units Scale Factor Converg.
 JX2301;SPC WV N     -   108,998.980   544,466.059   MT  0.99994397   -0 24 42.1
 JX2301;UTM  17      - 4,370,396.306   573,490.637   MT  0.99966649   +0 32 36.0
 JX2301
 JX2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2301!SPC WV N     -   0.99995916  x   0.99994397  =   0.99990313
 JX2301!UTM  17      -   0.99995916  x   0.99966649  =   0.99962566
 JX2301
 JX2301|---------------------------------------------------------------------|
 JX2301| PID    Reference Object                     Distance      Geod. Az  |
 JX2301|                                                           dddmmss.s |
 JX2301| JX2305 MONT                                289.454 METERS 10915     |
 JX2301|---------------------------------------------------------------------|
 JX2301
 JX2301                          SUPERSEDED SURVEY CONTROL
 JX2301
 JX2301  NAD 83(1986)-  39 28 48.10022(N)    080 08 43.80772(W) AD(       ) 1
 JX2301  NGVD 29 (02/08/94)  293.1    (m)          962.     (f) GPS OBS        
 JX2301
 JX2301.Superseded values are not recommended for survey control.
 JX2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2301.See file dsdata.txt to determine how the superseded data were derived.
 JX2301
 JX2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7349170396(NAD 83)
 JX2301_MARKER: DD = SURVEY DISK
 JX2301_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX2301_SP_SET: BRIDGE ABUTMENT
 JX2301_STAMPING: FAIR 1989
 JX2301_MARK LOGO: USE   
 JX2301_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2301+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JX2301
 JX2301  HISTORY     - Date     Condition        Report By
 JX2301  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2301
 JX2301                          STATION DESCRIPTION
 JX2301
 JX2301'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2301'LOCATED ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 127.5, IN
 JX2301'THE CITY OF FAIRMONT, WEST VIRGINIA.
 JX2301'THE STATION IS A CORPS OF ENGINEERS BRONZE DISK SET ON THE NORTH END
 JX2301'OF THE WEST CONCRETE ABUTMENT OF THE ROUTE 310 HIGHWAY BRIDGE OVER
 JX2301'THE MONONGAHELA RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1293 ***********************************************************************
 JW1293  DESIGNATION -  FAIRFAX
 JW1293  PID         -  JW1293
 JW1293  STATE/COUNTY-  WV/GRANT
 JW1293  USGS QUAD   -  DAVIS (1995)
 JW1293
 JW1293                         *CURRENT SURVEY CONTROL
 JW1293  ___________________________________________________________________
 JW1293* NAD 83(1995)-  39 11 37.68319(N)    079 29 03.18725(W)     ADJUSTED  
 JW1293* NAVD 88     -       977.     (meters)    3205.     (feet)  SCALED    
 JW1293  ___________________________________________________________________
 JW1293  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 JW1293  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JW1293
 JW1293  HORZ ORDER  -  SECOND
 JW1293
 JW1293.The horizontal coordinates were established by classical geodetic methods
 JW1293.and adjusted by the National Geodetic Survey in April 1998..
 JW1293
 JW1293.The orthometric height was scaled from a topographic map.
 JW1293
 JW1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1293
 JW1293.The geoid height was determined by GEOID03.
 JW1293
 JW1293;                    North         East     Units Scale Factor Converg.
 JW1293;SPC WV N     -    77,023.699   601,363.300   MT  0.99996901   +0 00 36.2
 JW1293;SPC MD       -   172,440.356   185,423.310   MT  0.99996521   -1 33 33.0
 JW1293;SPC MD       -   565,748.07    608,342.98   sFT  0.99996521   -1 33 33.0
 JW1293;UTM  17      - 4,339,377.579   630,898.462   MT  0.99981098   +0 57 28.9
 JW1293
 JW1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1293!SPC WV N     -   0.99985160  x   0.99996901  =   0.99982061
 JW1293!SPC MD       -   0.99985160  x   0.99996521  =   0.99981681
 JW1293!UTM  17      -   0.99985160  x   0.99981098  =   0.99966260
 JW1293
 JW1293|---------------------------------------------------------------------|
 JW1293| PID    Reference Object                     Distance      Geod. Az  |
 JW1293|                                                           dddmmss.s |
 JW1293| CX4466 FAIRFAX RM 1                          8.532 METERS 04651     |
 JW1293| CX4467 FAIRFAX RM 2                          7.485 METERS 15755     |
 JW1293| JW1284 CANAAN LOOKOUT TOWER                APPROX.11.5 KM 1611646.3 |
 JW1293| JW1291 THOMAS MUNICIPAL STANDPIPE          APPROX. 5.2 KM 1882139.5 |
 JW1293| JW1290 THOMAS ST THOMAS CATH CH SPIRE      APPROX. 4.9 KM 1914516.7 |
 JW1293| JW1315 BACKBONE LOOKOUT TOWER              APPROX.14.0 KM 2262448.9 |
 JW1293| JW1312 SAND                                APPROX. 3.8 KM 2670115.4 |
 JW1293| JW1292 FAIRFAX STONE 1941                  287.143 METERS 29502     |
 JW1293|---------------------------------------------------------------------|
 JW1293
 JW1293                          SUPERSEDED SURVEY CONTROL
 JW1293
 JW1293  NAD 83(1995)-  39 11 37.69257(N)    079 29 03.19650(W) AD(       ) 2
 JW1293  NAD 83(1986)-  39 11 37.69333(N)    079 29 03.19878(W) AD(       ) 2
 JW1293  NAD 27      -  39 11 37.30070(N)    079 29 04.00570(W) AD(       ) 2
 JW1293
 JW1293.Superseded values are not recommended for survey control.
 JW1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1293.See file dsdata.txt to determine how the superseded data were derived.
 JW1293
 JW1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD3089839378(NAD 83)
 JW1293_MARKER: DS = TRIANGULATION STATION DISK
 JW1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1293
 JW1293  HISTORY     - Date     Condition        Report By
 JW1293  HISTORY     - 1941     MONUMENTED       CGS
 JW1293  HISTORY     - 1948     MARK NOT FOUND   USGS
 JW1293  HISTORY     - 1957     MARK NOT FOUND   CGS
 JW1293  HISTORY     - 1959     MARK NOT FOUND   LOCSUR
 JW1293
 JW1293                          STATION DESCRIPTION
 JW1293
 JW1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1293'STATION IS LOCATED ABOUT 5.5 MILES N BY W OF THE TOWN OF THOMAS ON
 JW1293'THE HIGHEST HILL IN THE
 JW1293'IMMEDIATE VICINITY ON OPEN CUT-OVER TIMBER LAND COVERED
 JW1293'WITH SMALL SAPLINGS AND
 JW1293'BRUSH.  IT IS 40 FEET E OF A TELEPHONE
 JW1293'LINE THAT CROSSES THE HILL IN A N AND S
 JW1293'DIRECTION.  IT IS STAMPED
 JW1293'FAIRFAX 1941 AND PROJECTS 3 INCHES.
 JW1293'
 JW1293'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JW1293'DISKS SET IN CONCRETE.
 JW1293'
 JW1293'REFERENCE MARK NO. 1 IS STAMPED FIARFAX NO. 1 1941 AND PROJECTS
 JW1293'8 INCHES.
 JW1293'
 JW1293'REFERENCE MARK NO. 2 IS STAMPED FAIRFAX NO. 2 1941 AND PROJECTS
 JW1293'8 INCHES.
 JW1293'
 JW1293'TRIANGULATION STATION SAND, ABOUT 3-1/2 MILES W OF THE STATION
 JW1293'AND VISIBLE FROM
 JW1293'THE GROUND, IS THE AZIMUTH MARK.
 JW1293'
 JW1293'A TRAVERSE TIE WAS MADE TO THE STONE MONUMENT FAIRFAX STONE
 JW1293'WHICH IS ABOUT A
 JW1293'THOUSAND FEET DOWN THE W SLOPE OF THE HILL FROM
 JW1293'THE STATION.
 JW1293'
 JW1293'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219
 JW1293'AND STATE HIGHWAY
 JW1293'32 IN THE N EDGE OF THOMAS, GO N ON U.S. HIGHWAY
 JW1293'219 FOR 3.55 MILES TO A GRAVEL ROAD
 JW1293'RIGHT AND A SIGN FAIRFAX
 JW1293'STONE 1 MILE.  TURN RIGHT AND GO 0.6 MILE TO A DIRT
 JW1293'ROAD RIGHT.
 JW1293'TURN RIGHT AND GO 0.1 MILE TO A T-ROAD.  TURN LEFT AND GO 0.5 MILE
 JW1293'TO WITHIN 150 FEET
 JW1293'OF THE END OF THE ROAD.  FAIRFAX STONE IS 75
 JW1293'FEET DOWN THE SLOPE LEFT OF THE ROAD
 JW1293'AT THIS POINT AND THE STATION
 JW1293'IS ABOUT 300 PACES UP THE SLOPE TO THE RIGHT OF THE
 JW1293'ROAD AT THIS POINT.
 JW1293'
 JW1293'10-FOOT LIGHTS AT SNOW, CABIN, POINTY, MOZARK AND SAND ARE
 JW1293'VISIBLE FROM THE GROUND.
 JW1293
 JW1293                          STATION RECOVERY (1948)
 JW1293
 JW1293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 JW1293'STATION DESTROYED BY STRIP MINE.
 JW1293
 JW1293                          STATION RECOVERY (1957)
 JW1293
 JW1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFR)
 JW1293'THIS STATION WAS SEARCHED FOR BUT NEITHER THE STATION OR THE
 JW1293'REFERENCE MARKS
 JW1293'COULD BE RECOVERED.  FROM ALL INDICATIONS THIS STATION AND
 JW1293'REFERENCE MARKS HAVE
 JW1293'EITHER BEEN DESTROYED, OR IS COVERED BY ABOUT 20
 JW1293'FEET OF SHALE AND ROCK FROM THE
 JW1293'DUMPINGS FROM A STRIP-MINING OPERATION
 JW1293'IN THE AREA.
 JW1293
 JW1293                          STATION RECOVERY (1959)
 JW1293
 JW1293'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959 (TLC)
 JW1293'STATION AND REFERENCE MARKS HAVE BEEN DESTROYED DUE TO EXCAVATION OF
 JW1293'ROCK QUARRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1292 ***********************************************************************
 JW1292  DESIGNATION -  FAIRFAX STONE 1941
 JW1292  PID         -  JW1292
 JW1292  STATE/COUNTY-  WV/GRANT
 JW1292  USGS QUAD   -  DAVIS (1995)
 JW1292
 JW1292                         *CURRENT SURVEY CONTROL
 JW1292  ___________________________________________________________________
 JW1292* NAD 83(1995)-  39 11 41.62345(N)    079 29 14.02886(W)     ADJUSTED  
 JW1292* NAVD 88     -       960.     (meters)    3150.     (feet)  SCALED    
 JW1292  ___________________________________________________________________
 JW1292  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 JW1292  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JW1292
 JW1292  HORZ ORDER  -  SECOND
 JW1292
 JW1292.The horizontal coordinates were established by classical geodetic methods
 JW1292.and adjusted by the National Geodetic Survey in April 1998..
 JW1292
 JW1292.The orthometric height was scaled from a topographic map.
 JW1292
 JW1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1292
 JW1292.The geoid height was determined by GEOID03.
 JW1292
 JW1292;                    North         East     Units Scale Factor Converg.
 JW1292;SPC WV N     -    77,145.167   601,103.123   MT  0.99996887   +0 00 29.3
 JW1292;SPC MD       -   172,568.902   185,166.559   MT  0.99996532   -1 33 39.9
 JW1292;SPC MD       -   566,169.81    607,500.62   sFT  0.99996532   -1 33 39.9
 JW1292;UTM  17      - 4,339,494.707   630,636.353   MT  0.99981013   +0 57 22.1
 JW1292
 JW1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1292!SPC WV N     -   0.99985426  x   0.99996887  =   0.99982314
 JW1292!SPC MD       -   0.99985426  x   0.99996532  =   0.99981959
 JW1292!UTM  17      -   0.99985426  x   0.99981013  =   0.99966442
 JW1292
 JW1292                          SUPERSEDED SURVEY CONTROL
 JW1292
 JW1292  NAD 83(1995)-  39 11 41.63284(N)    079 29 14.03810(W) AD(       ) 2
 JW1292  NAD 83(1986)-  39 11 41.63356(N)    079 29 14.04035(W) AD(       ) 2
 JW1292  NAD 27      -  39 11 41.24100(N)    079 29 14.84700(W) AD(       ) 2
 JW1292
 JW1292.Superseded values are not recommended for survey control.
 JW1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1292.See file dsdata.txt to determine how the superseded data were derived.
 JW1292
 JW1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD3063639495(NAD 83)
 JW1292_MARKER: H = DRILL HOLE
 JW1292_SETTING: 0 = UNSPECIFIED SETTING
 JW1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1292
 JW1292  HISTORY     - Date     Condition        Report By
 JW1292  HISTORY     - 1941     MONUMENTED       CGS
 JW1292
 JW1292                          STATION DESCRIPTION
 JW1292
 JW1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1292'THE STATION IS LOCATED ABOUT 5.5
 JW1292'MILES BY ROAD N BY
 JW1292'W OF THOMAS ON THE SLOPE OF A HILL COVERED BY
 JW1292'SMALL SAPLINGS AND BRUSH ABOUT 1000
 JW1292'FEET WNW OF THE CREST OF THE
 JW1292'HILL.  IT IS ABOUT 75 FEET WNW OF THE CENTER OF A DIRT
 JW1292'ROAD AT A
 JW1292'POINT IN THE ROAD ABOUT 150 FEET BEFORE IT ENDS INTO A TURNING
 JW1292'CIRCLE.  STATION
 JW1292'IS THE CENTER OF THE TOP OF A STONE MONUMENT, 4
 JW1292'FEET 4 INCHES HIGH, 22 INCHES
 JW1292'SQUARE AT ITS BASE AND 10 INCHES
 JW1292'SQUARE AT THE TOP, SET IN A BASE OF CONCRETE 3
 JW1292'1/2 FEET SQUARE
 JW1292'AND 2 FEET DEEP.  A PUNCHED HOLE MARKS THE STATION.  LOCATED BY
 JW1292'TRAVERSE FROM STATION FAIRFAX.
 JW1292'
 JW1292'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219
 JW1292'AND STATE HIGHWAY
 JW1292'32 IN THE N EDGE OF THOMAS, GO N ON U.S. HIGHWAY
 JW1292'219 FOR 3.55 MILES TO A FORKS,
 JW1292'GRAVEL ROAD RIGHT AND SIGN FAIRFAX
 JW1292'STONE 1 MILE.  TAKE RIGHT FORK AND GO 0.6 MILE TO
 JW1292'A GRADED DIRT
 JW1292'ROAD BEARING BACK TO THE RIGHT.  TURN RIGHT AND GO 0.1 MILE TO A
 JW1292'T-ROAD.  TURN
 JW1292'LEFT AND GO 0.5 MILE TO WITHIN 150 FEET OF THE END
 JW1292'OF THE ROAD.  THE STATION IS ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1894 ***********************************************************************
 JX1894  DESIGNATION -  FAIRMONT
 JX1894  PID         -  JX1894
 JX1894  STATE/COUNTY-  WV/MARION
 JX1894  USGS QUAD   -  FAIRMONT WEST (1976)
 JX1894
 JX1894                         *CURRENT SURVEY CONTROL
 JX1894  ___________________________________________________________________
 JX1894* NAD 83(1995)-  39 29 30.49159(N)    080 09 02.29360(W)     ADJUSTED  
 JX1894* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 JX1894  ___________________________________________________________________
 JX1894  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 JX1894  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JX1894
 JX1894  HORZ ORDER  -  SECOND
 JX1894
 JX1894.The horizontal coordinates were established by classical geodetic methods
 JX1894.and adjusted by the National Geodetic Survey in April 1998..
 JX1894
 JX1894.The orthometric height was scaled from a topographic map.
 JX1894
 JX1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1894
 JX1894.The geoid height was determined by GEOID03.
 JX1894
 JX1894;                    North         East     Units Scale Factor Converg.
 JX1894;SPC WV N     -   110,309.549   544,033.558   MT  0.99994347   -0 24 53.9
 JX1894;UTM  17      - 4,371,699.122   573,036.478   MT  0.99966568   +0 32 24.7
 JX1894
 JX1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1894!SPC WV N     -   0.99994223  x   0.99994347  =   0.99988570
 JX1894!UTM  17      -   0.99994223  x   0.99966568  =   0.99960793
 JX1894
 JX1894|---------------------------------------------------------------------|
 JX1894| PID    Reference Object                     Distance      Geod. Az  |
 JX1894|                                                           dddmmss.s |
 JX1894| JX1895 FAIRMONT N MUNICIPAL TANK 1941       13.103 METERS 04149     |
 JX1894| CX4471 FAIRMONT RM 1                         7.610 METERS 11832     |
 JX1894| JX1897 FAIRMONT COUNTY CTHSE DOME          APPROX. 1.0 KM 1400528.6 |
 JX1894| JX1898 FAIRMONT SOUTH MUNICIPAL TANK       APPROX. 4.0 KM 1604405.4 |
 JX1894| JX1896 FAIRMONT MONONGAH GLASS CO STK      APPROX. 2.8 KM 1793800.3 |
 JX1894| JX1889 SANDS                               APPROX. 2.3 KM 2123817.1 |
 JX1894| CX4472 FAIRMONT RM 2                        10.665 METERS 21820     |
 JX1894| JX1891 FAIRMONT RAD STA WMMN NE MAST       APPROX. 5.3 KM 2401137.9 |
 JX1894| JX1890 FAIRMONT RAD STA WMMN SE MAST       APPROX. 5.5 KM 2401707.7 |
 JX1894|---------------------------------------------------------------------|
 JX1894
 JX1894                          SUPERSEDED SURVEY CONTROL
 JX1894
 JX1894  NAD 83(1986)-  39 29 30.49366(N)    080 09 02.30296(W) AD(       ) 2
 JX1894  NAD 27      -  39 29 30.19360(N)    080 09 03.00980(W) AD(       ) 2
 JX1894
 JX1894.Superseded values are not recommended for survey control.
 JX1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1894.See file dsdata.txt to determine how the superseded data were derived.
 JX1894
 JX1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7303671699(NAD 83)
 JX1894_MARKER: DS = TRIANGULATION STATION DISK
 JX1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1894
 JX1894  HISTORY     - Date     Condition        Report By
 JX1894  HISTORY     - 1941     MONUMENTED       CGS
 JX1894  HISTORY     - 1964     GOOD             THOMAS
 JX1894
 JX1894                          STATION DESCRIPTION
 JX1894
 JX1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1894'THE STATION IS
 JX1894'LOCATED ABOUT ONE
 JX1894'MILE NNW OF THE BUSINESS CENTER OF FAIRMONT ON
 JX1894'THE HIGHEST POINT OF A HILL LOCALLY
 JX1894'CALLED TANK HILL OVERLOOKING
 JX1894'THE CITY, ON WHICH STANDS ONE OF THE TWO LARGE
 JX1894'ELEVATED WATER
 JX1894'TANKS THAT SERVE THE CITY OF FAIRMONT.  THE STATION IS 13.10
 JX1894'METERS SW OF THE
 JX1894'CENTER OF THE WATER TANK.  IT IS STAMPED FAIRMONT
 JX1894'1941 AND IS SET FLUSH WITH
 JX1894'THE GROUND.
 JX1894'
 JX1894'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 JX1894'IN CONCRETE.
 JX1894'REFERENCE MARKS
 JX1894'ARE STANDARD BRONZE DISKS SET IN
 JX1894'CONCRETE IN TILES.
 JX1894'
 JX1894'REFERENCE MARK NO. 1 IS 9 FEET SSW OF THE SW CORNER OF THE
 JX1894'FENCE AROUND THE
 JX1894'TANK.  IT IS STAMPED FAIRMONT 1941 NO. 1 AND
 JX1894'PROJECTS 6 INCHES.
 JX1894'
 JX1894'REFERENCE MARK NO. 2 IS 77 FEET SW OF THE CENTER OF THE TANK.
 JX1894'IT IS STAMPED
 JX1894'FAIRMONT 1941 NO. 2 AND PROJECTS 6 INCHES.
 JX1894'
 JX1894'THE NEAR TRIANGULATION STATION SANDS SERVES AS THE AZIMUTH
 JX1894'MARK.
 JX1894'
 JX1894'TO REACH THE STATION FROM THE COURTHOUSE IN FAIRMONT, GO W ON
 JX1894'JEFFERSON STREET
 JX1894'FOR 1/2 BLOCK AND TURN LEFT, THENCE GO S ON JACKSON
 JX1894'STREET 2 BLOCKS AND TURN RIGHT ONTO
 JX1894'CLEVELAND AVENUE, THENCE
 JX1894'WESTERLY ON U.S. HIGHWAY 250 FOR 0.7 MILE AND TURN
 JX1894'RIGHT 50 FEET
 JX1894'BEFORE REACHING FORKS OF PAVED ROADS, THENCE UP HILL 0.2 MILE AND
 JX1894'TURN OBTUSE ANGLE
 JX1894'RIGHT, THENCE AROUND THE HILL 0.2 MILE AND TAKE
 JX1894'LEFT FORK UPHILL, THENCE 0.2 MILE
 JX1894'AND TURN LEFT ONTO A PRIVATE
 JX1894'ROAD AND GO ABOUT 75 YARDS TO THE END OF TRUCK
 JX1894'TRAVEL.  WALK N
 JX1894'ABOUT 100 YARDS TO THE TOP OF THE HILL AND THE STATION.
 JX1894'
 JX1894'ALL LINES OBSERVED WERE SEEN FROM THE GROUND EXCEPT NEILLY
 JX1894'FOR WHICH AN
 JX1894'8-FOOT STAND WAS NECESSARY IN ORDER TO CLEAR SOME OF
 JX1894'THE MEMBERS OF THE TANK FRAMEWORK.
 JX1894
 JX1894                          STATION RECOVERY (1964)
 JX1894
 JX1894'RECOVERY NOTE BY THOMAS ENG AND SURV 1964 (JPA)
 JX1894'FAIRMONT 1941 RECOVERED GOOD CONDITION.
 JX1894'
 JX1894'FAIRMONT 1941 NO 1 RECOVERED GOOD CONDITION.
 JX1894'
 JX1894'FAIRMONT 1941 NO 2 NOT SEARCHED FOR.
 JX1894'
 JX1894'REFERENCE MARK NO. 1 IS NOW INSIDE OF A FENCE AROUND AN ADDITIONAL
 JX1894'STRUCTURE ADJACENT TO THE ORIGINAL FENCE AROUND TANK.  ORIGINAL
 JX1894'DESCRIPTION ADEQUATE EXCEPT THAT A VEHICLE MAY BE DRIVEN DIRECTLY
 JX1894'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1897 ***********************************************************************
 JX1897  DESIGNATION -  FAIRMONT COUNTY CTHSE DOME
 JX1897  PID         -  JX1897
 JX1897  STATE/COUNTY-  WV/MARION
 JX1897  USGS QUAD   -  FAIRMONT WEST (1976)
 JX1897
 JX1897                         *CURRENT SURVEY CONTROL
 JX1897  ___________________________________________________________________
 JX1897* NAD 83(1995)-  39 29 05.95958(N)    080 08 35.81550(W)     ADJUSTED  
 JX1897* NAVD 88     -                                                        
 JX1897  ___________________________________________________________________
 JX1897  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 JX1897  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JX1897
 JX1897  HORZ ORDER  -  THIRD
 JX1897
 JX1897.The horizontal coordinates were established by classical geodetic methods
 JX1897.and adjusted by the National Geodetic Survey in April 1998..
 JX1897
 JX1897
 JX1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1897
 JX1897.The geoid height was determined by GEOID03.
 JX1897
 JX1897;                    North         East     Units Scale Factor Converg.
 JX1897;SPC WV N     -   109,548.482   544,660.794   MT  0.99994375   -0 24 37.0
 JX1897;UTM  17      - 4,370,948.824   573,676.136   MT  0.99966683   +0 32 41.2
 JX1897
 JX1897                          SUPERSEDED SURVEY CONTROL
 JX1897
 JX1897  NAD 83(1986)-  39 29 05.96211(N)    080 08 35.82569(W) AD(       ) 4
 JX1897  NAD 27      -  39 29 05.66200(N)    080 08 36.53200(W) AD(       ) 3
 JX1897
 JX1897.Superseded values are not recommended for survey control.
 JX1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1897.See file dsdata.txt to determine how the superseded data were derived.
 JX1897
 JX1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7367670949(NAD 83)
 JX1897_MARKER: 87 = DOME
 JX1897
 JX1897  HISTORY     - Date     Condition        Report By
 JX1897  HISTORY     - 1941     FIRST OBSERVED   CGS
 JX1897
 JX1897                          STATION DESCRIPTION
 JX1897
 JX1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1897'THIS INTERSECTION STATION IS THE POINTED TOP OF THE
 JX1897'ROOF DOME OF THE
 JX1897'COURTHOUSE AT THE INTERSECTION OF ADAMS AND JEFFERSON
 JX1897'STREETS IN THE HEART OF THE CITY OF
 JX1897'FAIRMONT.  IT IS ABOUT
 JX1897'100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1802 ***********************************************************************
 JX1802  DESIGNATION -  FAIRMONT MAGNETIC
 JX1802  PID         -  JX1802
 JX1802  STATE/COUNTY-  WV/MARION
 JX1802  USGS QUAD   -  FAIRMONT WEST (1976)
 JX1802
 JX1802                         *CURRENT SURVEY CONTROL
 JX1802  ___________________________________________________________________
 JX1802* NAD 83(1986)-  39 28 38.     (N)    080 07 30.     (W)     SCALED    
 JX1802* NAVD 88     -       324.173  (meters)    1063.56   (feet)  ADJUSTED  
 JX1802  ___________________________________________________________________
 JX1802  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JX1802  DYNAMIC HT  -         323.980 (meters)    1062.92  (feet)  COMP
 JX1802  MODELED GRAV-     980,019.9   (mgal)                       NAVD 88
 JX1802
 JX1802  VERT ORDER  -  FIRST     CLASS II
 JX1802
 JX1802.The horizontal coordinates were scaled from a topographic map and have
 JX1802.an estimated accuracy of +/- 6 seconds.
 JX1802
 JX1802.The orthometric height was determined by differential leveling
 JX1802.and adjusted by the National Geodetic Survey in June 1991..
 JX1802
 JX1802.The geoid height was determined by GEOID03.
 JX1802
 JX1802.The dynamic height is computed by dividing the NAVD 88
 JX1802.geopotential number by the normal gravity value computed on the
 JX1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1802.degrees latitude (g = 980.6199 gals.).
 JX1802
 JX1802.The modeled gravity was interpolated from observed gravity values.
 JX1802
 JX1802;                    North         East    Units  Estimated Accuracy
 JX1802;SPC WV N     -   108,680.      546,230.      MT  (+/- 180 meters Scaled)
 JX1802
 JX1802                          SUPERSEDED SURVEY CONTROL
 JX1802
 JX1802.No superseded survey control is available for this station.
 JX1802
 JX1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND752701(NAD 83)
 JX1802_MARKER: DS = TRIANGULATION STATION DISK
 JX1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1802_SP_SET: CONCRETE POST
 JX1802_STAMPING: FAIRMONT MAGNETIC 1941
 JX1802_MARK LOGO: CGS   
 JX1802_PROJECTION: PROJECTING 5 CENTIMETERS
 JX1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1802+STABILITY: SURFACE MOTION
 JX1802
 JX1802  HISTORY     - Date     Condition        Report By
 JX1802  HISTORY     - 1941     MONUMENTED       CGS
 JX1802  HISTORY     - 1983     GOOD             NGS
 JX1802
 JX1802                          STATION DESCRIPTION
 JX1802
 JX1802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1802'IN FAIRMONT.
 JX1802'IN FAIRMONT, IN THE MAPLE GROVE CEMETERY, 0.2 KM (0.1 MI) SOUTH OF THE
 JX1802'MAIN ENTRANCE ON MORGANTOWN ROAD, 3.05 METERS (10.0 FT) WEST OF THE
 JX1802'MAIN ROAD LEADING SOUTH AND DIRECTLY TO THE TOP OF THE CEMETERY,
 JX1802'5.18 METERS (17.0 FT) SOUTHEAST OF THE MAIN MONUMENT OF THE MORGAN
 JX1802'FAMILY PLOT.
 JX1802'THE MARK IS 0.1 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1899 ***********************************************************************
 JX1899  DESIGNATION -  FAIRMONT MAGNETIC
 JX1899  PID         -  JX1899
 JX1899  STATE/COUNTY-  WV/MARION
 JX1899  USGS QUAD   -  FAIRMONT WEST (1976)
 JX1899
 JX1899                         *CURRENT SURVEY CONTROL
 JX1899  ___________________________________________________________________
 JX1899* NAD 83(1995)-  39 28 38.42148(N)    080 07 30.30931(W)     ADJUSTED  
 JX1899* NAVD 88     -       324.16   (+/-2cm)    1063.5    (feet)  VERTCON   
 JX1899  ___________________________________________________________________
 JX1899  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 JX1899  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JX1899
 JX1899  HORZ ORDER  -  SECOND
 JX1899  VERT ORDER  -  THIRD ? (See Below)
 JX1899
 JX1899.The horizontal coordinates were established by classical geodetic methods
 JX1899.and adjusted by the National Geodetic Survey in April 1998..
 JX1899
 JX1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1899.The vertical order pertains to the NGVD 29 superseded value.
 JX1899
 JX1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1899
 JX1899.The geoid height was determined by GEOID03.
 JX1899
 JX1899;                    North         East     Units Scale Factor Converg.
 JX1899;SPC WV N     -   108,688.220   546,220.209   MT  0.99994409   -0 23 55.2
 JX1899;UTM  17      - 4,370,114.902   575,249.238   MT  0.99966972   +0 33 22.6
 JX1899
 JX1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1899!SPC WV N     -   0.99995425  x   0.99994409  =   0.99989834
 JX1899!UTM  17      -   0.99995425  x   0.99966972  =   0.99962398
 JX1899
 JX1899|---------------------------------------------------------------------|
 JX1899| PID    Reference Object                     Distance      Geod. Az  |
 JX1899|                                                           dddmmss.s |
 JX1899| CX4473 FAIRMONT MAGNETIC RM 1                5.355 METERS 17301     |
 JX1899| CX4474 FAIRMONT MAGNETIC RM 2                4.995 METERS 26921     |
 JX1899| JX1897 FAIRMONT COUNTY CTHSE DOME          APPROX. 1.8 KM 2982905.8 |
 JX1899| JX1894 FAIRMONT                            APPROX. 2.7 KM 3060925.3 |
 JX1899|---------------------------------------------------------------------|
 JX1899
 JX1899                          SUPERSEDED SURVEY CONTROL
 JX1899
 JX1899  NAD 83(1986)-  39 28 38.42422(N)    080 07 30.32053(W) AD(       ) 2
 JX1899  NAD 27      -  39 28 38.12370(N)    080 07 31.02590(W) AD(       ) 2
 JX1899  NGVD 29 (07/19/86)  324.33   (m)         1064.1    (f) LEVELING    3  
 JX1899
 JX1899.Superseded values are not recommended for survey control.
 JX1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1899.See file dsdata.txt to determine how the superseded data were derived.
 JX1899
 JX1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7524970115(NAD 83)
 JX1899_MARKER: DS = TRIANGULATION STATION DISK
 JX1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1899
 JX1899  HISTORY     - Date     Condition        Report By
 JX1899  HISTORY     - 1941     MONUMENTED       CGS
 JX1899
 JX1899                          STATION DESCRIPTION
 JX1899
 JX1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1899'STATION IS IN THE CITY OF FAIRMONT IN THE MAPLE GROVE CEMETERY.  IT
 JX1899'IS 0.1 MILE SW OF
 JX1899'MORGANTOWN AVENUE, 10 FEET NW OF THE CENTER OF A CEMETERY
 JX1899'DRIVE LEADING UPHILL AND 17
 JX1899'FEET SE OF THE MORGAN MONUMENT.
 JX1899'THE ORIGINAL DISK WAS DESTROYED.  A NEW DISK
 JX1899'WAS SET IN THE ORIGINAL
 JX1899'DRILL HOLE OF THE 6-INCH SQUARE MARBLE POST PROJECTING 6
 JX1899'INCHES AND
 JX1899'IS STAMPED FAIRMONT MAGNETIC 1941.  THE MONUMENT WAS
 JX1899'REINFORCED WITH CONCRETE.
 JX1899'
 JX1899'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDRD BRONZE
 JX1899'DISKS SET IN CONCRETE.
 JX1899'
 JX1899'REFERENCE MARK NO. 1 IS LOCATED ABOUT 5 FEET NW OF THE CENTER
 JX1899'OF CEMETERY DRIVE
 JX1899'UPHILL, FLUSH WITH THE SURFACE OF THE GROUND.
 JX1899'IT IS STAMPED FAIRMONT MAGNETIC NO. 1 1941.
 JX1899'
 JX1899'REFERENCE MARK NO. 2 IS SET 26 FEET NW OF THE CEMETERY DRIVE
 JX1899'UPHILL, 9 FEET SW
 JX1899'OF THE MORGAN MONUMENT, AND FLUSH WITH THE SURFACE
 JX1899'OF THE GROUND.  IT IS STAMPED
 JX1899'FAIRMONT MAGNETIC NO. 2 1941.
 JX1899'
 JX1899'THE AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION
 JX1899'FAIRMONT.
 JX1899'
 JX1899'TO REACH THE STATION FROM THE COURTHOUSE IN FAIRMONT GO EASTWARD
 JX1899'ON STATE HIGHWAY
 JX1899'73 FOR 1.2 MILES TO THE MAPLE TO THE MAPLE GROVE CEMETERY
 JX1899'ON THE RIGHT, TURN RIGHT AND FOLLOW
 JX1899'CEMETERY DRIVE UPHILL FOR 0.1
 JX1899'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1896 ***********************************************************************
 JX1896  DESIGNATION -  FAIRMONT MONONGAH GLASS CO STK
 JX1896  PID         -  JX1896
 JX1896  STATE/COUNTY-  WV/MARION
 JX1896  USGS QUAD   -  FAIRMONT WEST (1976)
 JX1896
 JX1896                         *CURRENT SURVEY CONTROL
 JX1896  ___________________________________________________________________
 JX1896* NAD 83(1995)-  39 28 00.93802(N)    080 09 01.55434(W)     ADJUSTED  
 JX1896* NAVD 88     -                                                        
 JX1896  ___________________________________________________________________
 JX1896  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 JX1896  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JX1896
 JX1896  HORZ ORDER  -  THIRD
 JX1896
 JX1896.The horizontal coordinates were established by classical geodetic methods
 JX1896.and adjusted by the National Geodetic Survey in April 1998..
 JX1896
 JX1896
 JX1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1896
 JX1896.The geoid height was determined by GEOID03.
 JX1896
 JX1896;                    North         East     Units Scale Factor Converg.
 JX1896;SPC WV N     -   107,547.800   544,031.227   MT  0.99994457   -0 24 53.4
 JX1896;UTM  17      - 4,368,938.486   573,080.166   MT  0.99966575   +0 32 24.1
 JX1896
 JX1896                          SUPERSEDED SURVEY CONTROL
 JX1896
 JX1896  NAD 83(1986)-  39 28 00.94157(N)    080 09 01.56449(W) AD(       ) 4
 JX1896  NAD 27      -  39 28 00.63800(N)    080 09 02.26800(W) AD(       ) 3
 JX1896
 JX1896.Superseded values are not recommended for survey control.
 JX1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1896.See file dsdata.txt to determine how the superseded data were derived.
 JX1896
 JX1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7308068938(NAD 83)
 JX1896_MARKER: 63 = STACK
 JX1896
 JX1896  HISTORY     - Date     Condition        Report By
 JX1896  HISTORY     - 1941     FIRST OBSERVED   CGS
 JX1896
 JX1896                          STATION DESCRIPTION
 JX1896
 JX1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1896'THIS INTERSECTION IS RED BRICK SMOKESTACK OF THE OLD
 JX1896'MONONGAH GLASS
 JX1896'COMPANY PLANT ABOUT 1 MILE SSE OF THE BUSINESS CENTER
 JX1896'OF FAIRMONT.  IT IS ABOUT 100
 JX1896'FEET HIGH.  THE POINT SIGHTED
 JX1896'ON IS THE CENTER OF THE TOP.
 JX1896'
 JX1896'TO REACH FROM THE INTERSECTION OF JEFFERSON AND ADAMS STREETS
 JX1896'AT THE COURTHOUSE
 JX1896'IN FAIRMONT, GO SOUTHERLY ON ADAMS STREET AND
 JX1896'FAIRMONT AVENUE 1.3 MILES AND TAKE
 JX1896'THE LEFT FORK, THEN ABOUT 50
 JX1896'FEET AND TURN LEFT ONTO TWELFTH STREET, GO EASTERLY
 JX1896'0.3 MILE TO
 JX1896'THE RAILROAD SIDING.  THE STATION IS ABOUT 100 YARDS SOUTHERLY ON
 JX1896'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1895 ***********************************************************************
 JX1895  DESIGNATION -  FAIRMONT N MUNICIPAL TANK 1941
 JX1895  PID         -  JX1895
 JX1895  STATE/COUNTY-  WV/MARION
 JX1895  USGS QUAD   -  FAIRMONT WEST (1976)
 JX1895
 JX1895                         *CURRENT SURVEY CONTROL
 JX1895  ___________________________________________________________________
 JX1895* NAD 83(1995)-  39 29 30.80821(N)    080 09 01.92798(W)     ADJUSTED  
 JX1895* NAVD 88     -                                                        
 JX1895  ___________________________________________________________________
 JX1895  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 JX1895  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JX1895
 JX1895  HORZ ORDER  -  THIRD
 JX1895
 JX1895.The horizontal coordinates were established by classical geodetic methods
 JX1895.and adjusted by the National Geodetic Survey in April 1998..
 JX1895
 JX1895
 JX1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1895
 JX1895.The geoid height was determined by GEOID03.
 JX1895
 JX1895;                    North         East     Units Scale Factor Converg.
 JX1895;SPC WV N     -   110,319.249   544,042.365   MT  0.99994347   -0 24 53.6
 JX1895;UTM  17      - 4,371,708.965   573,045.119   MT  0.99966569   +0 32 24.9
 JX1895
 JX1895                          SUPERSEDED SURVEY CONTROL
 JX1895
 JX1895  NAD 83(1986)-  39 29 30.80950(N)    080 09 01.93624(W) AD(       ) 4
 JX1895  NAD 27      -  39 29 30.51000(N)    080 09 02.64400(W) AD(       ) 3
 JX1895
 JX1895.Superseded values are not recommended for survey control.
 JX1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1895.See file dsdata.txt to determine how the superseded data were derived.
 JX1895
 JX1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7304571709(NAD 83)
 JX1895_MARKER: 51 = TANK
 JX1895
 JX1895  HISTORY     - Date     Condition        Report By
 JX1895  HISTORY     - 1941     FIRST OBSERVED   CGS
 JX1895
 JX1895                          STATION DESCRIPTION
 JX1895
 JX1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1895'THIS STATION IS LOCATED BY TRAVERSE FROM STATION
 JX1895'FAIRMONT, AND IS
 JX1895'THE ELEVATED TANK ON TOP OF A HILL LOCALLY CALLED
 JX1895'TANK HILL ABOUT 1 MILE NNW OF THE
 JX1895'BUSINESS CENTER OF FAIRMONT AND
 JX1895'OVERLOOKING THE CITY.  THE TANK IS ABOUT 40 FEET
 JX1895'HIGH, AND IS 13.10
 JX1895'METERS OR 42.98 FEET NE OF TRIANGULATION STATION FAIRMONT.  THE
 JX1895'POINT SIGHTED ON
 JX1895'WAS MEASURED TO THE CENTER OF THE LARGE VERTICAL
 JX1895'PIPE BENEATH THE CENTER OF THE TANK
 JX1895'AND 8 FEET ABOVE THE GROUND.
 JX1895'
 JX1895'TO REACH FROM COURTHOUSE IN FAIRMONT, GO W ON JEFFERSON STREET
 JX1895'1/2 BLOCK AND TURN
 JX1895'LEFT, THENCE S ON JACKSON STREET 2 BLOCKS AND
 JX1895'TURN RIGHT, THEN GO WESTERLY ON
 JX1895'CLEVELAND AVENUE AND U.S. HIGHWAY
 JX1895'250 FOR 0.7 MILE TURN RIGHT ABOUT 50 FEET BEFORE
 JX1895'REACHING A PAVED
 JX1895'ROAD FORKS, THENCE UPHILL 0.2 MILE AND TURN OBTUSE ANGLE RIGHT,
 JX1895'THENCE AROUND
 JX1895'THE HILL 0.2 MILE AND TAKE THE LEFT FORK UPHILL,
 JX1895'THENCE 0.2 MILE AND TURN LEFT,
 JX1895'ON A PRIVATE ROAD ABOUT 75 YARDS
 JX1895'TO THE END OF TRAVEL.  WALK ABOUT 100 YARDS TO
 JX1895'THE TOP OF
 JX1895'THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1890 ***********************************************************************
 JX1890  DESIGNATION -  FAIRMONT RAD STA WMMN SE MAST
 JX1890  PID         -  JX1890
 JX1890  STATE/COUNTY-  WV/MARION
 JX1890  USGS QUAD   -  FAIRMONT WEST (1976)
 JX1890
 JX1890                         *CURRENT SURVEY CONTROL
 JX1890  ___________________________________________________________________
 JX1890* NAD 83(1995)-  39 28 01.84178(N)    080 12 22.58598(W)     ADJUSTED  
 JX1890* NAVD 88     -                                                        
 JX1890  ___________________________________________________________________
 JX1890  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 JX1890  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JX1890
 JX1890  HORZ ORDER  -  THIRD
 JX1890
 JX1890.The horizontal coordinates were established by classical geodetic methods
 JX1890.and adjusted by the National Geodetic Survey in April 1998..
 JX1890
 JX1890
 JX1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1890
 JX1890.The geoid height was determined by GEOID03.
 JX1890
 JX1890;                    North         East     Units Scale Factor Converg.
 JX1890;SPC WV N     -   107,611.953   539,226.402   MT  0.99994456   -0 27 01.6
 JX1890;UTM  17      - 4,368,922.558   568,276.299   MT  0.99965739   +0 30 16.3
 JX1890
 JX1890                          SUPERSEDED SURVEY CONTROL
 JX1890
 JX1890  NAD 83(1986)-  39 28 01.84564(N)    080 12 22.59350(W) AD(       ) 4
 JX1890  NAD 27      -  39 28 01.53800(N)    080 12 23.29700(W) AD(       ) 3
 JX1890
 JX1890.Superseded values are not recommended for survey control.
 JX1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1890.See file dsdata.txt to determine how the superseded data were derived.
 JX1890
 JX1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6827668923(NAD 83)
 JX1890_MARKER: 42 = RADIO/TV MAST
 JX1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1890+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 JX1890
 JX1890  HISTORY     - Date     Condition        Report By
 JX1890  HISTORY     - 1941     FIRST OBSERVED   CGS
 JX1890  HISTORY     - 20040522 GOOD             USPSQD
 JX1890
 JX1890                          STATION DESCRIPTION
 JX1890
 JX1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1890'THIS INTERSECTION STATION IS THE SW ONE OF THE
 JX1890'PRESENT TWO (A
 JX1890'THIRD IS PLANNED BETWEEN THE PRESENT TWO) OF FAIRMONTS
 JX1890'RADIO STATION ANTENNA TOWERS
 JX1890'WHICH ARE LOCATED ABOUT 4
 JX1890'MILES WSW OF THE BUSINESS DISTRICT OF FAIRMONT
 JX1890'AND ABOUT 3/4 MILE
 JX1890'NE OF THE SMALL TOWN OF MONONGAH.
 JX1890'
 JX1890'IT IS A 4-LEGGED LATTICE STEEL TOWER 276 FEET HIGH.  THE POINT
 JX1890'SIGHTED ON IS THE
 JX1890'FLASHING RED SIGNAL LIGHT ON THE TOP CENTER OF
 JX1890'THE TOWER.
 JX1890'
 JX1890'TO REACH THE STATION FROM FAIRMONT, SEE DIRECTIONS FOR NE
 JX1890'RADIO MAST, ABOVE.
 JX1890
 JX1890                          STATION RECOVERY (2004)
 JX1890
 JX1890'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX1890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1891 ***********************************************************************
 JX1891  DESIGNATION -  FAIRMONT RAD STA WMMN NE MAST
 JX1891  PID         -  JX1891
 JX1891  STATE/COUNTY-  WV/MARION
 JX1891  USGS QUAD   -  FAIRMONT WEST (1976)
 JX1891
 JX1891                         *CURRENT SURVEY CONTROL
 JX1891  ___________________________________________________________________
 JX1891* NAD 83(1995)-  39 28 04.75234(N)    080 12 15.29895(W)     ADJUSTED  
 JX1891* NAVD 88     -                                                        
 JX1891  ___________________________________________________________________
 JX1891  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 JX1891  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JX1891
 JX1891  HORZ ORDER  -  THIRD
 JX1891
 JX1891.The horizontal coordinates were established by classical geodetic methods
 JX1891.and adjusted by the National Geodetic Survey in April 1998..
 JX1891
 JX1891
 JX1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1891
 JX1891.The geoid height was determined by GEOID03.
 JX1891
 JX1891;                    North         East     Units Scale Factor Converg.
 JX1891;SPC WV N     -   107,700.340   539,401.278   MT  0.99994452   -0 26 56.9
 JX1891;UTM  17      - 4,369,013.821   568,449.628   MT  0.99965769   +0 30 21.0
 JX1891
 JX1891                          SUPERSEDED SURVEY CONTROL
 JX1891
 JX1891  NAD 83(1986)-  39 28 04.75616(N)    080 12 15.30648(W) AD(       ) 4
 JX1891  NAD 27      -  39 28 04.44900(N)    080 12 16.01100(W) AD(       ) 3
 JX1891
 JX1891.Superseded values are not recommended for survey control.
 JX1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1891.See file dsdata.txt to determine how the superseded data were derived.
 JX1891
 JX1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6845069014(NAD 83)
 JX1891_MARKER: 42 = RADIO/TV MAST
 JX1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1891+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 JX1891
 JX1891  HISTORY     - Date     Condition        Report By
 JX1891  HISTORY     - 1941     FIRST OBSERVED   CGS
 JX1891  HISTORY     - 20040522 GOOD             USPSQD
 JX1891
 JX1891                          STATION DESCRIPTION
 JX1891
 JX1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1891'THIS INTERSECTION STATION IS THE NE ONE OF THE
 JX1891'PRESENT TWO (A
 JX1891'THIRD IS PLANNED BETWEEN THE PRESENT TWO) OF FAIRMONTS
 JX1891'RADIO STATION ANTENNA TOWERS
 JX1891'WHICH ARE LOCATED ABOUT 4
 JX1891'MILES WSW OF THE BUSINESS DISTRICT OF FAIRMONT
 JX1891'AND ABOUT 3/4 MILE
 JX1891'NE OF THE SMALL TOWN OF MONONGAH.
 JX1891'
 JX1891'STATION IS A 4-LEEGED LATTICE STEEL TOWER 306 FEET HIGH.  THE
 JX1891'POINT SIGHTED ON
 JX1891'IS THE FLASHING RED SIGNAL LIGHT ON THE TOP CENTER
 JX1891'OF THE TOWER.
 JX1891'
 JX1891'TO REACH THE STATION FROM FAIRMONT, GO SOUTHERLY ON JACKSON
 JX1891'STREET WHICH
 JX1891'BECOMES U.S. HIGHWAY 19 AND BEARS WESTERLY TO THE
 JX1891'SMALL TOWN OF MONONGAH, TURN
 JX1891'LEFT DOWN HILL AT THE PRINCIPAL STREET
 JX1891'INTERSECTION ON THE HIGHWAY, THENCE MEANDER
 JX1891'DOWN HILL TO THE 3-SPAN
 JX1891'STEEL BRIDGE OVER WEST FORK RIVER BETWEEN THE 2 RAILROAD
 JX1891'DEPOTS IN
 JX1891'MONONGAH, THENCE EASTERLY 0.1 MILE TURN LEFT, THENCE
 JX1891'NORTHERLY 0.2 MILE
 JX1891'TURN RIGHT AT SCHOOL, THENCE EASTERLY 1/2 BLOCK
 JX1891'TURN LEFT, THENCE MEANDER
 JX1891'NORTHEASTERLY UP STEEP HILL 0.6 MILE TO
 JX1891'THE TOP OF THE HILL AND THE STATION.
 JX1891
 JX1891                          STATION RECOVERY (2004)
 JX1891
 JX1891'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX1891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1898 ***********************************************************************
 JX1898  DESIGNATION -  FAIRMONT SOUTH MUNICIPAL TANK
 JX1898  PID         -  JX1898
 JX1898  STATE/COUNTY-  WV/MARION
 JX1898  USGS QUAD   -  FAIRMONT WEST (1976)
 JX1898
 JX1898                         *CURRENT SURVEY CONTROL
 JX1898  ___________________________________________________________________
 JX1898* NAD 83(1995)-  39 27 28.88007(N)    080 08 07.46381(W)     ADJUSTED  
 JX1898* NAVD 88     -                                                        
 JX1898  ___________________________________________________________________
 JX1898  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 JX1898  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JX1898
 JX1898  HORZ ORDER  -  THIRD
 JX1898
 JX1898.The horizontal coordinates were established by classical geodetic methods
 JX1898.and adjusted by the National Geodetic Survey in April 1998..
 JX1898
 JX1898
 JX1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1898
 JX1898.The geoid height was determined by GEOID03.
 JX1898
 JX1898;                    North         East     Units Scale Factor Converg.
 JX1898;SPC WV N     -   106,549.956   545,317.106   MT  0.99994502   -0 24 18.9
 JX1898;UTM  17      - 4,367,962.480   574,382.132   MT  0.99966812   +0 32 58.1
 JX1898
 JX1898                          SUPERSEDED SURVEY CONTROL
 JX1898
 JX1898  NAD 83(1986)-  39 27 28.88392(N)    080 08 07.47490(W) AD(       ) 4
 JX1898  NAD 27      -  39 27 28.57900(N)    080 08 08.17700(W) AD(       ) 3
 JX1898
 JX1898.Superseded values are not recommended for survey control.
 JX1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1898.See file dsdata.txt to determine how the superseded data were derived.
 JX1898
 JX1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7438267962(NAD 83)
 JX1898_MARKER: 51 = TANK
 JX1898
 JX1898  HISTORY     - Date     Condition        Report By
 JX1898  HISTORY     - 1941     FIRST OBSERVED   CGS
 JX1898
 JX1898                          STATION DESCRIPTION
 JX1898
 JX1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1898'THIS INTERSECTION STATION IS THE ELEVATED TANK AT
 JX1898'THE WATER
 JX1898'TREATMENT PLANT IN RESERVOIR PARK ABOUT 2 MILES S OF
 JX1898'THE BUSINESS DISTRICT OF
 JX1898'FAIRMONT.  IT IS ABOUT 40 FEET HIGH.  THE
 JX1898'POINT SIGHTED ON IS THE BALL ON THE TOP
 JX1898'CENTER OF THE CONICAL ROOF.
 JX1898'
 JX1898'TO REACH FROM THE COURTHOUSE IN FAIRMONT, GO EASTERLY ON
 JX1898'JEFFERSON STREET
 JX1898'0.4 MILE TO THE EASTERLY END OF THE BRIDGE OVER
 JX1898'THE MONONGAHELA RIVER, THEN
 JX1898'CONTINUE STRAIGHT AHEAD ON NEWTON
 JX1898'STREET FOR 0.1 MILE TURN RIGHT ON COLUMBIA
 JX1898'STREET, THENCE SOUTHERLY
 JX1898'ABOUT 50 YARDS TURN LEFT ON STATE STREET, THENCE EASTERLY 0.6
 JX1898'MILE TAKE THE
 JX1898'RIGHT FORK ONTO THE HIGHWAY, GO SOUTHERLY 1.1 MILES TO
 JX1898'THE TOP OF THE HILL TURN
 JX1898'LEFT INTO RESERVOIR PARK, THEN ALONG THE
 JX1898'MAIN PARK DRIVEWAY 0.4 MILE TO THE WATER
 JX1898'TREATMENT PLANT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2252 ***********************************************************************
 JX2252  FBN         -  This is a Federal Base Network Control Station.
 JX2252  PACS        -  This is a Primary Airport Control Station.
 JX2252  DESIGNATION -  FAIRPORT
 JX2252  PID         -  JX2252
 JX2252  STATE/COUNTY-  WV/MARION
 JX2252  USGS QUAD   -  FAIRMONT WEST (1976)
 JX2252
 JX2252                         *CURRENT SURVEY CONTROL
 JX2252  ___________________________________________________________________
 JX2252* NAD 83(1995)-  39 27 02.70920(N)    080 09 52.99144(W)     ADJUSTED  
 JX2252* NAVD 88     -       308.28   (meters)    1011.4    (feet)  GPS OBS   
 JX2252  ___________________________________________________________________
 JX2252  EPOCH DATE  -        1995.00
 JX2252  X           -     842,447.718 (meters)                     COMP
 JX2252  Y           -  -4,859,410.322 (meters)                     COMP
 JX2252  Z           -   4,031,258.228 (meters)                     COMP
 JX2252  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 JX2252  ELLIP HEIGHT-         275.72  (meters)          (04/23/01) GPS OBS
 JX2252  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JX2252
 JX2252  HORZ ORDER  -  B
 JX2252  ELLP ORDER  -  FOURTH    CLASS I
 JX2252
 JX2252.This mark is at Fairmont Airport (4G7)
 JX2252
 JX2252.The horizontal coordinates were established by GPS observations
 JX2252.and adjusted by the National Geodetic Survey in December 1995..
 JX2252.The horizontal coordinates are valid at the epoch date displayed above.
 JX2252.The epoch date for horizontal control is a decimal equivalence
 JX2252.of Year/Month/Day.
 JX2252
 JX2252.The orthometric height was determined by GPS observations and a
 JX2252.high-resolution geoid model.
 JX2252
 JX2252.GPS derived orthometric heights for airport stations designated as
 JX2252.PACS or SACS are published to 2 decimal places.  This maintains
 JX2252.centimeter relative accuracy between the PACS and SACS.  It does
 JX2252.not indicate centimeter accuracy relative to other marks which are
 JX2252.part of the NAVD 88 network.
 JX2252
 JX2252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX2252
 JX2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2252
 JX2252.The ellipsoidal height was determined by GPS observations
 JX2252.and is referenced to NAD 83.
 JX2252
 JX2252.The geoid height was determined by GEOID03.
 JX2252
 JX2252;                    North         East     Units Scale Factor Converg.
 JX2252;SPC WV N     -   105,761.166   542,788.492   MT  0.99994539   -0 25 26.2
 JX2252;UTM  17      - 4,367,131.899   571,867.715   MT  0.99966359   +0 31 50.8
 JX2252
 JX2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2252!SPC WV N     -   0.99995674  x   0.99994539  =   0.99990214
 JX2252!UTM  17      -   0.99995674  x   0.99966359  =   0.99962035
 JX2252
 JX2252|---------------------------------------------------------------------|
 JX2252| PID    Reference Object                     Distance      Geod. Az  |
 JX2252|                                                           dddmmss.s |
 JX2252| AE2197 4G7 A                               232.002 METERS 20928     |
 JX2252| JX2255 FAIRPORT AZ MK                      APPROX. 0.8 KM 2173354.9 |
 JX2252|---------------------------------------------------------------------|
 JX2252
 JX2252                          SUPERSEDED SURVEY CONTROL
 JX2252
 JX2252  ELLIP H (12/04/95)  275.77   (m)                       GP(1995.00) 4 1
 JX2252  ELLIP H (01/27/92)  275.54   (m)                       GP(       ) 4 1
 JX2252  NAD 83(1986)-  39 27 02.71061(N)    080 09 52.99111(W) AD(       ) 3
 JX2252  NAD 27      -  39 27 02.42594(N)    080 09 53.73422(W) AD(       ) 3
 JX2252  NGVD 29 (03/22/89)  308.3    (m)         1011.     (f) GPS OBS        
 JX2252
 JX2252.Superseded values are not recommended for survey control.
 JX2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2252.See file dsdata.txt to determine how the superseded data were derived.
 JX2252
 JX2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7186867132(NAD 83)
 JX2252_MARKER: DH = HORIZONTAL CONTROL DISK
 JX2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX2252_STAMPING: FAIRPORT 1986
 JX2252_MARK LOGO: NGS   
 JX2252_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2252+STABILITY: SURFACE MOTION
 JX2252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2252+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2000
 JX2252
 JX2252  HISTORY     - Date     Condition        Report By
 JX2252  HISTORY     - 1986     MONUMENTED       NGS
 JX2252  HISTORY     - 19950607 GOOD             NGS
 JX2252  HISTORY     - 19950811 GOOD             NGS
 JX2252  HISTORY     - 19960724 GOOD             NGS
 JX2252  HISTORY     - 20000223 GOOD             NGS
 JX2252  HISTORY     - 20000410 GOOD             NGS
 JX2252  HISTORY     - 20001002 GOOD             NGS
 JX2252
 JX2252                          STATION DESCRIPTION
 JX2252
 JX2252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 JX2252'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 JX2252'SOUTHEAST OF THE CENTER OF FAIRMONT,
 JX2252'0.2 KM (0.1 MI) NORTHWEST OF INTERSTATE 79, AT THE FAIRMONT
 JX2252'MUNICIPAL AIRPORT, ON THE NORTHWEST SIDE OF THE NORTHEAST END OF
 JX2252'THE SINGLE RUNWAY.
 JX2252'OWNERSHIP--FAIRMONT REGIONAL AIRPORT AUTHORITY, C/O PRESIDENT
 JX2252'AIRPORT AUTHORITY ROBERT SMITH, P.O. BOX 387, FAIRMONT, WV 26554.
 JX2252'PHONE (304) 363-8450.
 JX2252'
 JX2252'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 79 AND
 JX2252'KINGMONT ROAD (SECONDARY ROAD 64/1) AT EXIT 133 ON THE SOUTHEAST
 JX2252'SIDE OF FAIRMONT, GO WEST FOR 0.1 KM (0.05 MI) ON KINGMONT ROAD
 JX2252'TO A PAVED ROAD ON THE RIGHT.
 JX2252'TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.1 MI) ON AIRPORT ROAD TO
 JX2252'A GRAVEL ROAD ON THE LEFT.
 JX2252'TURN LEFT AND GO NORTHWEST FOR 0.3 KM (0.2 MI) ON THE GRAVEL ROAD,
 JX2252'WINDING AROUND THE SOUTHWEST END OF THE RUNWAY TO A CONCRETE APRON,
 JX2252'OFFICE AND HANGARS ON THE LEFT AND RAMP ON THE RIGHT.
 JX2252'TURN RIGHT AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) ON THE CONCRETE
 JX2252'RAMP ACROSS THE RUNWAY TO THE TAXIWAY.
 JX2252'TURN LEFT AND GO NORTHEAST FOR 0.7 KM (0.45 MI) ON THE TAXIWAY TO
 JX2252'THE NORTHEAST END OF THE RUNWAY.
 JX2252'TURN LEFT AND GO NORTHWEST FOR 0.1 KM (0.05 MI) ON RAMP, ACROSS
 JX2252'RUNWAY TO THE STATION ON THE NORTHWEST SIDE OF THE RUNWAY.
 JX2252'
 JX2252'THE STATION IS A STANDARD NGS DISK
 JX2252'STAMPED---FAIRPORT 1986---,
 JX2252'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JX2252'32 CM IN DIAMETER RECESSED 6 CM BELOW GROUND.  LOCATED
 JX2252'31.5 METERS (103.4 FT) WEST FROM THE CENTER OF THE INTERSECTION OF
 JX2252'THE TAXIWAY AND THE SOUTHEAST EDGE OF THE RUNWAY,
 JX2252'17.0 METERS (55.8 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY,
 JX2252'16.0 METERS (52.5 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE
 JX2252'PAVED TURNAROUND PAD,
 JX2252'13.6 METERS (44.6 FT) WEST-SOUTHWEST FROM A BLUE RUNWAY LIGHT, AND
 JX2252'0.2 METERS (0.7 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 JX2252'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JX2252'STAMPED---FAIRPORT 1986---,
 JX2252'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 JX2252'
 JX2252'DESCRIBED BY C. L. SMITH, TYPED BY C. L. SMITH.
 JX2252
 JX2252                          STATION RECOVERY (1995)
 JX2252
 JX2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DMM)
 JX2252'RECOVERED AS DESCRIBED BY CLS IN 1987 WITH THE FOLLOWING
 JX2252'CLARIFICATION
 JX2252'
 JX2252'FROM THE AIRPORT OFFICE AND RESTAURANT DRIVE NORTHEAST ON THE PARALLEL
 JX2252'TAXIWAY TO ITS JUNCTURE WITH THE RUNWAY.  CROSS THE RUNWAY TO THE MARK
 JX2252'ON THE LEFT JUST WEST OF THE TURNAROUND LEADING TO RUNWAY END AND ON
 JX2252'THE NORTH SIDE OF THE RUNWAY.
 JX2252'
 JX2252'IT IS 22.5 FT (6.9 M) WSW OF A WHITE LIGHT ( THE FIRST RUNWAY LIGHT
 JX2252'WEST OF THE TURNAROUND) AND 17.9 FT (5.5 M) NORTH OF THE NORTH EDGE OF
 JX2252'THE RUNWAY..
 JX2252
 JX2252                          STATION RECOVERY (1995)
 JX2252
 JX2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 JX2252'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTHEAST OF THE CENTER
 JX2252'OF FAIRMONT, 0.2 KM (0.10 MI) NORTHWEST OF INTERSTATE 79, AT THE
 JX2252'FAIRMONT MUNICIPAL AIRPORT, ON THE NORTHWEST SIDE OF THE NORTHEAST END
 JX2252'OF THE SINGLE RUNWAY.  OWNERSHIP--FAIRMONT REGIONAL AIRPORT AUTHORITY,
 JX2252'C/O PRESIDENT AIRPORT AUTHORITY THOMAS MAY SR., PO BOX 387, FAIRMONT
 JX2252'WV 26554, PHONE 304-363-5784 (WORK), 301-367-0261 (HOME).  TO REACH
 JX2252'THE STATION FROM THE JUNCTION OF INTERSTATE 79 AND KINGMONT ROAD
 JX2252'(SECONDARY ROAD 64/1) AT EXIT 133 ON THE SOUTHEAST SIDE OF FAIRMONT,
 JX2252'GO WEST FOR 0.1 KM (0.05 MI) ON KINGMONT ROAD TO A PAVED ROAD ON THE
 JX2252'RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.10 MI) ON AIRPORT
 JX2252'ROAD TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.3
 JX2252'KM (0.20 MI) ON THE GRAVEL ROAD, WINDING AROUND THE SOUTHWEST END OF
 JX2252'THE RUNWAY TO A CONCRETE APRON, OFFICE AND HANGARS ON THE LEFT AND
 JX2252'RAMP ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 0.1 KM (0.05 MI)
 JX2252'ON THE CONCRETE RAMP ACROSS THE RUNWAY TO THE TAXIWAY.  TURN LEFT AND
 JX2252'GO NORTHEAST FOR 0.7 KM (0.45 MI) ON THE TAXIWAY TO THE NORTHEAST END
 JX2252'OF THE RUNWAY.  TURN LEFT AND GO NORTHWEST FOR 0.1 KM (0.05 MI) ON
 JX2252'RAMP, ACROSS RUNWAY TO THE STATION, ON THE NORTHWEST SIDE OF THE
 JX2252'RUNWAY.  THE STATION IS RECESSED 6 CM BELOW GROUND.  LOCATED 31.5 M
 JX2252'(103.3 FT) WEST FROM THE CENTER OF THE INTERSECTION OF THE TAXIWAY AND
 JX2252'THE SOUTHEAST EDGE OF THE RUNWAY, 17.0 M (55.8 FT) NORTHWEST FROM THE
 JX2252'CENTER OF THE RUNWAY, 16.0 M (52.5 FT) SOUTHWEST FROM THE SOUTHWEST
 JX2252'EDGE OF THE PAVED TURNAROUND PAD, 13.6 M (44.6 FT) WEST-SOUTHWEST FROM
 JX2252'A BLUE RUNWAY LIGHT, 6.85 M (22.5 FT) WEST-SOUTHWEST OF A WHITE LIGHT
 JX2252'(FIRST RUNWAY LIGHT WEST OF TURNAROUND), 5.5 M (18.0 FT) NORTHWEST OF
 JX2252'THE NORTHWEST EDGE OF THE RUNWAY AND 0.2 M (0.7 FT) NORTHEAST FROM A
 JX2252'FIBERGLASS WITNESS POST. NOTE--THIS STATION WAS USED AS AN AREA
 JX2252'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 JX2252
 JX2252                          STATION RECOVERY (1996)
 JX2252
 JX2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JX2252'RECOVERED AS DESCRIBED.
 JX2252
 JX2252                          STATION RECOVERY (2000)
 JX2252
 JX2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 JX2252'RECOVERED AS DESCRIBED.  ADD 16.6 M (54.3 FT) SOUTH-SOUTHEAST OF A
 JX2252'WINDSOCK TO THE MEASUREMENTS.
 JX2252
 JX2252                          STATION RECOVERY (2000)
 JX2252
 JX2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 JX2252'RECOVERED AS DESCRIBED.
 JX2252
 JX2252                          STATION RECOVERY (2000)
 JX2252
 JX2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DMM)
 JX2252'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2255 ***********************************************************************
 JX2255  SACS        -  This is a Secondary Airport Control Station.
 JX2255  DESIGNATION -  FAIRPORT AZ MK
 JX2255  PID         -  JX2255
 JX2255  STATE/COUNTY-  WV/TAYLOR
 JX2255  USGS QUAD   -  FAIRMONT WEST (1976)
 JX2255
 JX2255                         *CURRENT SURVEY CONTROL
 JX2255  ___________________________________________________________________
 JX2255* NAD 83(1995)-  39 26 43.30878(N)    080 10 12.23639(W)     ADJUSTED  
 JX2255* NAVD 88     -       313.05   (meters)    1027.1    (feet)  GPS OBS   
 JX2255  ___________________________________________________________________
 JX2255  X           -     842,059.858 (meters)                     COMP
 JX2255  Y           -  -4,859,867.143 (meters)                     COMP
 JX2255  Z           -   4,030,799.243 (meters)                     COMP
 JX2255  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 JX2255  ELLIP HEIGHT-         280.52  (meters)          (12/12/01) GPS OBS
 JX2255  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JX2255
 JX2255  HORZ ORDER  -  FIRST
 JX2255  ELLP ORDER  -  FOURTH    CLASS II
 JX2255
 JX2255.This mark is at Fairmont Airport (4G7)
 JX2255
 JX2255.The horizontal coordinates were established by GPS observations
 JX2255.and adjusted by the National Geodetic Survey in August 1997..
 JX2255
 JX2255.The orthometric height was determined by GPS observations and a
 JX2255.high-resolution geoid model.
 JX2255
 JX2255.GPS derived orthometric heights for airport stations designated as
 JX2255.PACS or SACS are published to 2 decimal places.  This maintains
 JX2255.centimeter relative accuracy between the PACS and SACS.  It does
 JX2255.not indicate centimeter accuracy relative to other marks which are
 JX2255.part of the NAVD 88 network.
 JX2255
 JX2255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX2255
 JX2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2255
 JX2255.The ellipsoidal height was determined by GPS observations
 JX2255.and is referenced to NAD 83.
 JX2255
 JX2255.The geoid height was determined by GEOID03.
 JX2255
 JX2255;                    North         East     Units Scale Factor Converg.
 JX2255;SPC WV N     -   105,166.324   542,323.931   MT  0.99994568   -0 25 38.5
 JX2255;UTM  17      - 4,366,529.569   571,413.258   MT  0.99966279   +0 31 38.3
 JX2255
 JX2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2255!SPC WV N     -   0.99995599  x   0.99994568  =   0.99990167
 JX2255!UTM  17      -   0.99995599  x   0.99966279  =   0.99961880
 JX2255
 JX2255:                Primary Azimuth Mark                     Grid Az
 JX2255:SPC WV N     -  FAIRPORT                                 037 59 21.2
 JX2255:UTM  17      -  FAIRPORT                                 037 02 04.4
 JX2255
 JX2255|---------------------------------------------------------------------|
 JX2255| PID    Reference Object                     Distance      Geod. Az  |
 JX2255|                                                           dddmmss.s |
 JX2255| JX2252 FAIRPORT                            APPROX. 0.8 KM 0373342.7 |
 JX2255|---------------------------------------------------------------------|
 JX2255
 JX2255                          SUPERSEDED SURVEY CONTROL
 JX2255
 JX2255  ELLIP H (08/26/97)  280.57   (m)                       GP(       ) 4 2
 JX2255  ELLIP H (01/27/92)  280.51   (m)                       GP(       ) 4 1
 JX2255  NAD 83(1986)-  39 26 43.31326(N)    080 10 12.24718(W) AD(       ) 3
 JX2255  NAD 27      -  39 26 43.00441(N)    080 10 12.97267(W) AD(       ) 3
 JX2255  NGVD 29 (03/22/89)  313.1    (m)         1027.     (f) GPS OBS        
 JX2255
 JX2255.Superseded values are not recommended for survey control.
 JX2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2255.See file dsdata.txt to determine how the superseded data were derived.
 JX2255
 JX2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7141366530(NAD 83)
 JX2255_MARKER: DZ = AZIMUTH MARK DISK
 JX2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX2255_STAMPING: FAIRPORT 1986
 JX2255_MARK LOGO: NGS   
 JX2255_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2255+STABILITY: SURFACE MOTION
 JX2255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2255+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1996
 JX2255
 JX2255  HISTORY     - Date     Condition        Report By
 JX2255  HISTORY     - 1986     MONUMENTED       NGS
 JX2255  HISTORY     - 19950605 GOOD             NGS
 JX2255  HISTORY     - 19960724 GOOD             NGS
 JX2255
 JX2255                          STATION DESCRIPTION
 JX2255
 JX2255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 JX2255'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 JX2255'SOUTHEAST OF FAIRMONT, AT THE FAIRMONT MUNICIPAL AIRPORT, ON THE
 JX2255'NORTHWEST SIDE OF THE SOUTWEST END OF THE RUNWAY.
 JX2255'OWNERSHIP--FAIRMONT REGIONAL AIRPORT AUTHORITY, C/O AIRPORT
 JX2255'AUTHORITY PRESIDENT ROBERT SMITH, P.O. BOX 387, FAIRMONT, WV 26554.
 JX2255'PHONE (304) 363-8450.
 JX2255'
 JX2255'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 79 AND
 JX2255'KINGMONT ROAD (SECONDARY ROAD 64/1) AT EXIT 133 ON THE SOUTHEAST
 JX2255'SIDE OF FAIRMONT, GO WEST FOR 0.1 KM (0.05 MI) ON KINGMONT ROAD TO
 JX2255'A PAVED ROAD ON THE RIGHT.
 JX2255'TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.1 MI) ON AIRPORT ROAD TO A
 JX2255'GRAVEL ROAD ON THE LEFT.
 JX2255'TURN LEFT AND GO NORTHWEST FOR 0.3 KM (0.2 MI) ON THE GRAVEL ROAD
 JX2255'WINDING AROUND THE SOUTHWEST END OF THE RUNWAY
 JX2255'TO A CONCRETE APRON, OFFICE AND HANGARS ON THE LEFT AND A RAMP ON
 JX2255'THE RIGHT.
 JX2255'TURN RIGHT, SOUTHEAST, ONTO THE RAMP, THEN RIGHT AGAIN, SOUTHWEST,
 JX2255'FOR 48 METERS ALONG THE NORTHWEST SIDE OF THE RUNWAY TO THE STATION.
 JX2255'
 JX2255'THE STATION IS A STANDARD NGS DISK
 JX2255'STAMPED---FAIRPORT 1986---,
 JX2255'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JX2255'32 CM IN DIAMETER RECESSED 8 CM BELOW GROUND.  LOCATED
 JX2255'47.2 METERS (154.9 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE
 JX2255'CONCRETE RAMP,
 JX2255'31.0 METERS (101.7 FT) NORTH FROM THE SOUTHWEST CORNER OF THE PAVED
 JX2255'RUNWAY EXTENSION,
 JX2255'19.8 METERS (65.0 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY, AND
 JX2255'0.3 METERS (1.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 JX2255'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JX2255'STAMPED---FAIRPORT 1986---,
 JX2255'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 JX2255'
 JX2255'DESCRIBED BY C. L. SMITH, TYPED BY C. L. SMITH.
 JX2255
 JX2255                          STATION RECOVERY (1995)
 JX2255
 JX2255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DMM)
 JX2255'RECOVERED AS DESCRIBED.
 JX2255
 JX2255                          STATION RECOVERY (1996)
 JX2255
 JX2255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JX2255'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3001 ***********************************************************************
 HX3001  DESIGNATION -  FAIRVIEW
 HX3001  PID         -  HX3001
 HX3001  STATE/COUNTY-  WV/ROANE
 HX3001  USGS QUAD   -  PENIEL (1957)
 HX3001
 HX3001                         *CURRENT SURVEY CONTROL
 HX3001  ___________________________________________________________________
 HX3001* NAD 83(1995)-  38 48 55.23805(N)    081 22 54.87865(W)     ADJUSTED  
 HX3001* NAVD 88     -       348.     (meters)    1142.     (feet)  SCALED    
 HX3001  ___________________________________________________________________
 HX3001  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 HX3001  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HX3001
 HX3001  HORZ ORDER  -  SECOND
 HX3001
 HX3001.The horizontal coordinates were established by classical geodetic methods
 HX3001.and adjusted by the National Geodetic Survey in April 1998..
 HX3001
 HX3001.The orthometric height was scaled from a topographic map.
 HX3001
 HX3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3001
 HX3001.The geoid height was determined by GEOID03.
 HX3001
 HX3001;                    North         East     Units Scale Factor Converg.
 HX3001;SPC WV S     -   201,557.712   566,831.178   MT  0.99998622   -0 14 09.9
 HX3001;SPC WV N     -    36,720.863   436,559.366   MT  1.00004003   -1 12 00.8
 HX3001;UTM  17      - 4,296,354.688   466,843.841   MT  0.99961354   -0 14 21.8
 HX3001
 HX3001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3001!SPC WV S     -   0.99995069  x   0.99998622  =   0.99993691
 HX3001!SPC WV N     -   0.99995069  x   1.00004003  =   0.99999072
 HX3001!UTM  17      -   0.99995069  x   0.99961354  =   0.99956425
 HX3001
 HX3001:                Primary Azimuth Mark                     Grid Az
 HX3001:SPC WV S     -  SPENCER MUNICIPAL TANK                   071 50 07.6
 HX3001:SPC WV N     -  SPENCER MUNICIPAL TANK                   072 47 58.5
 HX3001:UTM  17      -  SPENCER MUNICIPAL TANK                   071 50 19.5
 HX3001
 HX3001|---------------------------------------------------------------------|
 HX3001| PID    Reference Object                     Distance      Geod. Az  |
 HX3001|                                                           dddmmss.s |
 HX3001| HX3000 SPENCER MUNICIPAL TANK              APPROX. 1.1 KM 0713557.7 |
 HX3001| DC3363 FAIRVIEW AZ MK                                     0785700.8 |
 HX3001| DC3364 FAIRVIEW RM 1                        25.638 METERS 13743     |
 HX3001| DC3365 FAIRVIEW RM 2                        23.177 METERS 24407     |
 HX3001|---------------------------------------------------------------------|
 HX3001
 HX3001                          SUPERSEDED SURVEY CONTROL
 HX3001
 HX3001  NAD 83(1986)-  38 48 55.24399(N)    081 22 54.88474(W) AD(       ) 2
 HX3001  NAD 27      -  38 48 54.93000(N)    081 22 55.45200(W) AD(       ) 2
 HX3001
 HX3001.Superseded values are not recommended for survey control.
 HX3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3001.See file dsdata.txt to determine how the superseded data were derived.
 HX3001
 HX3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6684496355(NAD 83)
 HX3001_MARKER: DS = TRIANGULATION STATION DISK
 HX3001_SETTING: 0 = UNSPECIFIED SETTING
 HX3001
 HX3001  HISTORY     - Date     Condition        Report By
 HX3001  HISTORY     - 1944     MONUMENTED       CGS
 HX3001
 HX3001                          STATION DESCRIPTION
 HX3001
 HX3001'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3001'STATION IS LOCATED
 HX3001'ON THE SITE OF THE
 HX3001'OLD FAIRVIEW SCHOOL, 2 MILES NW OF SPENCER,
 HX3001'0.2 MILE S OF STATE HIGHWAY 14, ON A
 HX3001'PROMINENT RIDGE OWNED BY
 HX3001'RAY ALVIS.  IT IS 30 FEET S OF A 24-INCH OAK TREE, 23
 HX3001'FEET E OF A
 HX3001'N-S FENCE LINE, 41 FEET E OF THE CENTER LINE OF ROAD, AND 4
 HX3001'FEET SW OF A WITNESS
 HX3001'POST.  THE DISK IS STAMPED FAIRVIEW 1944.
 HX3001'
 HX3001'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3001'DISKS SET IN CONCRETE.
 HX3001'
 HX3001'REFERENCE MARK 1 IS 17 FEET N OF A 20-INCH OAK TREE AND IS STAMPED
 HX3001'FAIRVIEW NO 1 1944.
 HX3001'
 HX3001'REFERENCE MARK 2 IS 3 FEET E OF THE E ROAD FENCE AND 18
 HX3001'FEET E OF THE
 HX3001'CENTER LINE OF THE ROAD.  IT IS STAMPED FAIRVIEW
 HX3001'NO 2 1944.
 HX3001'
 HX3001'AZIMUTH MARK IS ON THE S SIDE OF STATE HIGHWAY 14, 25 FEET
 HX3001'SW OF THE CENTER
 HX3001'LINE OF THE ROAD, 3 FEET S OF A WITNESS POST,
 HX3001'AND 20.5 FEET S OF
 HX3001'POWER-TRANSMISSION LINE POLE 588.  IT IS
 HX3001'STAMPED FAIRVIEW 1944.
 HX3001'
 HX3001'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14
 HX3001'AND U.S. HIGHWAY
 HX3001'33 IN SPENCER, GO N ON HIGHWAY 14 FOR 2 MILES
 HX3001'TO A SHED ON THE LEFT AND AZIMUTH
 HX3001'MARK, CONTINUE STRAIGHT AHEAD
 HX3001'AND GO 0.25 MILE TO A T-ROAD LEFT, TURN LEFT AND GO
 HX3001'0.2 MILE TO
 HX3001'TOP OF RIDGE AND STATION.
 HX3001'
 HX3001'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3097 ***********************************************************************
 HX3097  DESIGNATION -  FALLS
 HX3097  PID         -  HX3097
 HX3097  STATE/COUNTY-  WV/KANAWHA
 HX3097  USGS QUAD   -  POCATALICO (1976)
 HX3097
 HX3097                         *CURRENT SURVEY CONTROL
 HX3097  ___________________________________________________________________
 HX3097* NAD 83(1995)-  38 23 05.25802(N)    081 41 34.67812(W)     ADJUSTED  
 HX3097* NAVD 88     -       327.6    (meters)    1075.     (feet)  VERTCON   
 HX3097  ___________________________________________________________________
 HX3097  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 HX3097  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HX3097
 HX3097  HORZ ORDER  -  FIRST
 HX3097
 HX3097.The horizontal coordinates were established by classical geodetic methods
 HX3097.and adjusted by the National Geodetic Survey in April 1998..
 HX3097
 HX3097.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3097
 HX3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3097
 HX3097.The geoid height was determined by GEOID03.
 HX3097
 HX3097;                    North         East     Units Scale Factor Converg.
 HX3097;SPC WV S     -   153,923.449   539,459.179   MT  0.99993177   -0 25 42.2
 HX3097;UTM  17      - 4,248,737.368   439,478.360   MT  0.99964511   -0 25 49.1
 HX3097
 HX3097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3097!SPC WV S     -   0.99995380  x   0.99993177  =   0.99988558
 HX3097!UTM  17      -   0.99995380  x   0.99964511  =   0.99959893
 HX3097
 HX3097|---------------------------------------------------------------------|
 HX3097| PID    Reference Object                     Distance      Geod. Az  |
 HX3097|                                                           dddmmss.s |
 HX3097| DC3369 FALLS RM 3                           10.715 METERS 03957     |
 HX3097| DC3366 FALLS AZ MK                                        1022029.5 |
 HX3097| DC3367 FALLS RM 1                           16.460 METERS 11400     |
 HX3097| HX3086 S CHARLESTON C C CHEM CORP STK      APPROX. 2.7 KM 1432907.2 |
 HX3097| HX3081 S CHARLESTON USN ORD PLT TK         APPROX. 2.5 KM 2063719.5 |
 HX3097| HX3103 CHARLESTON RAD STA MAST WLAZ        APPROX. 1.2 KM 2220409.3 |
 HX3097| DC3368 FALLS RM 2                           11.896 METERS 24517     |
 HX3097|---------------------------------------------------------------------|
 HX3097
 HX3097                          SUPERSEDED SURVEY CONTROL
 HX3097
 HX3097  NAD 83(1995)-  38 23 05.26463(N)    081 41 34.68351(W) AD(       ) 1
 HX3097  NAD 83(1986)-  38 23 05.26598(N)    081 41 34.68441(W) AD(       ) 1
 HX3097  NAD 27      -  38 23 04.92500(N)    081 41 35.23100(W) AD(       ) 1
 HX3097  NGVD 29 (07/19/86)  327.8    (m)         1075.     (f) VERT ANG       
 HX3097
 HX3097.Superseded values are not recommended for survey control.
 HX3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3097.See file dsdata.txt to determine how the superseded data were derived.
 HX3097
 HX3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3947848737(NAD 83)
 HX3097_MARKER: DS = TRIANGULATION STATION DISK
 HX3097_SETTING: 0 = UNSPECIFIED SETTING
 HX3097
 HX3097  HISTORY     - Date     Condition        Report By
 HX3097  HISTORY     - 1944     MONUMENTED       CGS
 HX3097  HISTORY     - 1976     GOOD             NGS
 HX3097
 HX3097                          STATION DESCRIPTION
 HX3097
 HX3097'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3097'STATION IS LOCATED
 HX3097'ABOUT 1 MILE N OF
 HX3097'SOUTH CHARLESTON, ON THE ROCKY SUMMIT OF A LOCALLY
 HX3097'PROMINENT KNOB AT THE HEAD OF FALL
 HX3097'BRANCH.  THE LAND IS OWNED
 HX3097'BY ARTHUR B. KOONTZ.
 HX3097'
 HX3097'STATION MARK IS A BRONZE STATION DISK SET IN A 4-INCH PIPE
 HX3097'FILLED WITH
 HX3097'CONCRETE.  IT IS STAMPED FALLS 1944 AND PROJECTS ABOUT
 HX3097'6 INCHES ABOVE THE GROUND.
 HX3097'UNDERGROUND MARK IS A BRONZE DISK SET
 HX3097'IN CONCRETE.
 HX3097'
 HX3097'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN LARGE BEDROCK
 HX3097'ON THE SE SLOPE OF
 HX3097'THE HILL.  IT IS STAMPED FALLS NO 1 1944.
 HX3097'
 HX3097'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A LARGE
 HX3097'OUTCROPPING ROCK
 HX3097'ON THE SW SLOPE OF THE HILL.  IT IS STAMPED
 HX3097'FALLS NO 2 1944.
 HX3097'
 HX3097'AZIMUTH MARK IS ON THE W SIDE OF WOODWARD BRANCH ROAD, 1 FOOT
 HX3097'NW OF A
 HX3097'POWER-TRANSMISSION LINE POLE, 15 FEET SW OF THE CENTER LINE
 HX3097'OF THE ROAD, AND 51 FEET W
 HX3097'OF THE NW CORNER OF MR. C.B. YOUNGS
 HX3097'HOUSE.  IT IS A BRONZE AZIMUTH DISK SET IN
 HX3097'THE TOP OF A CONCRETE
 HX3097'POST AND IS STAMPED FALLS 1944.
 HX3097'
 HX3097'TO REACH THE STATION FROM THE NW JCT. OF U.S. HIGHWAYS 21 AND
 HX3097'119 AT CHARLESTON,
 HX3097'GO NW ON HIGHWAY 21 FOR 1.8 MILES TO JUNCTION
 HX3097'WITH U.S. HIGHWAY 35, TURN LEFT ON
 HX3097'HIGHWAY 35 FOR 0.75 MILE TO WOODWARD
 HX3097'BRANCH ROAD RIGHT, TURN RIGHT ON WOODWARD BRANCH ROAD
 HX3097'AND GO
 HX3097'0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 HX3097'FOR 0.4 MILE TO A
 HX3097'DIRT ROAD LEFT JUST BEFORE REACHING THE TOP OF
 HX3097'THE GRADE, TURN LEFT AND GO 0.3 MILE
 HX3097'TO A FORK, TAKE LEFT FORK AND
 HX3097'GO 0.8 MILE TO A FORK WHERE POWER-TRANSMISSION LINE
 HX3097'CROSSES THE
 HX3097'RIDGE, TURN SHARP RIGHT THROUGH WIRE GATE INTO FIELD AND GO 0.25
 HX3097'MILE TO THE BASE
 HX3097'OF THE KNOB.  FROM HERE PACK UP HILL ABOUT 100
 HX3097'YARDS TO THE HIGHEST POINT AND
 HX3097'STATION.
 HX3097'
 HX3097'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 HX3097
 HX3097                          STATION RECOVERY (1976)
 HX3097
 HX3097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3097'STATION MARK WAS RECOVERED IN FAIR CONDITION.REFERENCE MARK 2
 HX3097'WAS RECOVERED IN GOOD CONDITION. REFERENCE MARK 1 AND THE
 HX3097'AZIMUTH MARK WERE DESTROYED. THE DIRECTION TO REFERENCE MARK
 HX3097'2 CHECKED FAVORABLY BUT THE DIRECTION WAS NOTED TO BE 0.026
 HX3097'METER LONGER. REFERENCE MARK 3 WAS ESTABLISHED.
 HX3097'
 HX3097'STATION IS ABOUT 1 MILE NORTH OF SOUTH CHARLESTON LOCATED ON
 HX3097'PROMINENT KNOLL AND ON PROPERTY OWNED BY MR. GEORGE LANHAM
 HX3097'PHONE NUMBER 744-4327.
 HX3097'
 HX3097'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 64 AND
 HX3097'STATE HIGHWAY 25 IN CHARLESTON THIS IS EXIT 53, ALSO DUNBAR
 HX3097'EXIT, GO EAST ON STATE HIGHWAY 25 (NOW DETOUR) FOR 2.2 MILES
 HX3097'TO STATE HIGHWAY 25. GO EAST ON STATE HIGHWAY 25 FOR 1.7 MILES
 HX3097'TO 26TH STREET. TURN LEFT AND GO NORTH ON 26TH STREET, ALSO
 HX3097'WOODWARD DRIVE FOR 1.35 MILES TO HEADLEY DRIVE. TURN LEFT ON
 HX3097'HEADLEY DRIVE AND GO WEST UP HILL FOR 0.2 MILE TO A FORK,
 HX3097'KEEP LEFT FORK UP HILL SOUTHWESTERLY FOR 0.2 MILE TO SUMMIT
 HX3097'AND GATE ON THE LEFT. TURN LEFT THRU GATE AND GO
 HX3097'SOUTHWESTERLY FOLLOWING RIDGE FOR 0.25 MILE TO KNOLL AND
 HX3097'STATION.
 HX3097'
 HX3097'STATION MARKS ARE STANDARD DISKS STAMPED---FALLS 1944---.
 HX3097'SURFACE DISK IS SET IN A 4 INCH ROUND PIPE THAT PROJECTS
 HX3097'4 INCHES ABOVE THE GROUND SURFACE. IT IS 19 FEET WEST OF THE
 HX3097'SOUTHWEST LEG OF A POWERLINE TOWER AND ON THE HIGHEST PART OF
 HX3097'THE KNOLL.THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME.
 HX3097'
 HX3097'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---FALLS 1944 NO
 HX3097'2---, SET IN A BOULDER 3 FEET IN DIAMETER AND ABOUT 3 FEET
 HX3097'LOWER IN ELEVATION THAN THE STATION. IT IS 59 FEET SOUTHWEST OF
 HX3097'THE SOUTHWEST LEG OF THE POWERLINE TOWER.
 HX3097'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---FALLS 1944 NO 3
 HX3097'1976---, ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 HX3097'IT IS 25.5 FEET NORTH OF THE SOUTHWEST LEG OF THE POWERLINE
 HX3097'TOWER.
 HX3097'
 HX3097'ORIGINAL AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND. NO
 HX3097'SUITABLE LOCATION FOR A NEW AZIMUTH MARK.
 HX3097'HEIGHT OF LIGHT ABOVE THE MARK WAS 01.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3435 ***********************************************************************
 HW3435  DESIGNATION -  FAN MARKER PETERSBURG 1956
 HW3435  PID         -  HW3435
 HW3435  STATE/COUNTY-  WV/GRANT
 HW3435  USGS QUAD   -  PETERSBURG WEST (1995)
 HW3435
 HW3435                         *CURRENT SURVEY CONTROL
 HW3435  ___________________________________________________________________
 HW3435* NAD 83(1995)-  38 59 29.29296(N)    079 08 16.18478(W)     ADJUSTED  
 HW3435* NAVD 88     -                                                        
 HW3435  ___________________________________________________________________
 HW3435  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 HW3435  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HW3435
 HW3435  HORZ ORDER  -  THIRD
 HW3435
 HW3435.This mark is at Grant County Airport (W99)
 HW3435
 HW3435.The horizontal coordinates were established by classical geodetic methods
 HW3435.and adjusted by the National Geodetic Survey in April 1998..
 HW3435
 HW3435
 HW3435.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3435
 HW3435.The geoid height was determined by GEOID03.
 HW3435
 HW3435;                    North         East     Units Scale Factor Converg.
 HW3435;SPC WV N     -    54,624.991   631,377.295   MT  1.00000162   +0 13 51.5
 HW3435;UTM  17      - 4,317,479.363   661,273.979   MT  0.99992027   +1 10 19.0
 HW3435
 HW3435                          SUPERSEDED SURVEY CONTROL
 HW3435
 HW3435  NAD 83(1995)-  38 59 29.29872(N)    079 08 16.19660(W) AD(       ) 4
 HW3435  NAD 83(1986)-  38 59 29.29976(N)    079 08 16.19650(W) AD(       ) 4
 HW3435  NAD 27      -  38 59 28.90200(N)    079 08 17.07000(W) AD(       ) 3
 HW3435
 HW3435.Superseded values are not recommended for survey control.
 HW3435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3435.See file dsdata.txt to determine how the superseded data were derived.
 HW3435
 HW3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6127417479(NAD 83)
 HW3435
 HW3435  HISTORY     - Date     Condition        Report By
 HW3435  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3435
 HW3435                          STATION DESCRIPTION
 HW3435
 HW3435'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3435'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF PETERSBURG,
 HW3435'AT THE AIRPORT.
 HW3435'
 HW3435'THE RADIO FAN MARKER HAS A LONG AERIAL WHICH EXTENDS
 HW3435'NORTHEAST-SOUTHWEST ABOUT 3
 HW3435'FEET ABOVE A 20 BY 40 FOOT WIRE SCREEN GUARD.  THE SCREEN GUARD IS
 HW3435'HORIZONTAL AND ABOUT 5 FEET ABOVE
 HW3435'THE GROUND.  IT IS 38.050 FEET, 11.597 METERS SOUTHWEST OF
 HW3435'TRIANGULATION STATION BEAMS.  THE
 HW3435'CENTER OF THE AERIAL WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1503 ***********************************************************************
 HX1503  DESIGNATION -  FENCE
 HX1503  PID         -  HX1503
 HX1503  STATE/COUNTY-  WV/BRAXTON
 HX1503  USGS QUAD   -  SUTTON (1976)
 HX1503
 HX1503                         *CURRENT SURVEY CONTROL
 HX1503  ___________________________________________________________________
 HX1503* NAD 83(1986)-  38 44 07.     (N)    080 39 14.     (W)     SCALED    
 HX1503* NAVD 88     -       292.557  (meters)     959.83   (feet)  ADJUSTED  
 HX1503  ___________________________________________________________________
 HX1503  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HX1503  DYNAMIC HT  -         292.360 (meters)     959.18  (feet)  COMP
 HX1503  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 HX1503
 HX1503  VERT ORDER  -  SECOND    CLASS 0
 HX1503
 HX1503.The horizontal coordinates were scaled from a topographic map and have
 HX1503.an estimated accuracy of +/- 6 seconds.
 HX1503
 HX1503.The orthometric height was determined by differential leveling
 HX1503.and adjusted by the National Geodetic Survey in June 1991..
 HX1503
 HX1503.The geoid height was determined by GEOID03.
 HX1503
 HX1503.The dynamic height is computed by dividing the NAVD 88
 HX1503.geopotential number by the normal gravity value computed on the
 HX1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1503.degrees latitude (g = 980.6199 gals.).
 HX1503
 HX1503.The modeled gravity was interpolated from observed gravity values.
 HX1503
 HX1503;                    North         East    Units  Estimated Accuracy
 HX1503;SPC WV S     -   192,660.      630,090.      MT  (+/- 180 meters Scaled)
 HX1503
 HX1503                          SUPERSEDED SURVEY CONTROL
 HX1503
 HX1503  NGVD 29 (??/??/92)  292.742  (m)          960.44   (f) ADJ UNCH    2 0
 HX1503
 HX1503.Superseded values are not recommended for survey control.
 HX1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1503.See file dsdata.txt to determine how the superseded data were derived.
 HX1503
 HX1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC300874(NAD 83)
 HX1503_MARKER: Q = CHISELED SQUARE
 HX1503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1503_SP_SET: CULVERT
 HX1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1503
 HX1503  HISTORY     - Date     Condition        Report By
 HX1503  HISTORY     - UNK      MONUMENTED       CGS
 HX1503  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1503
 HX1503                          STATION DESCRIPTION
 HX1503
 HX1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1503'2.4 MI S FROM HEATERS.
 HX1503'2.4 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION
 HX1503'AT HEATERS, BRAXTON COUNTY, 38 RAILS SOUTH OF THE CROSSING OF
 HX1503'U.S. HIGHWAY 19 ON THE TOP OF THE SOUTH END OF THE EAST HEADWALL
 HX1503'OF A MASONRY CULVERT, 5 YARDS EAST OF THE CENTERLINE OF THE
 HX1503'TRACK, AND 1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1260 ***********************************************************************
 HX1260  DESIGNATION -  FENWICK
 HX1260  PID         -  HX1260
 HX1260  STATE/COUNTY-  WV/NICHOLAS
 HX1260  USGS QUAD   -  RICHWOOD (1995)
 HX1260
 HX1260                         *CURRENT SURVEY CONTROL
 HX1260  ___________________________________________________________________
 HX1260* NAD 83(1995)-  38 14 02.53488(N)    080 36 11.13577(W)     ADJUSTED  
 HX1260* NAVD 88     -       897.751  (meters)    2945.37   (feet)  ADJUSTED  
 HX1260  ___________________________________________________________________
 HX1260  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 HX1260  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HX1260  DYNAMIC HT  -         897.042 (meters)    2943.05  (feet)  COMP
 HX1260  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 HX1260
 HX1260  HORZ ORDER  -  SECOND
 HX1260  VERT ORDER  -  SECOND    CLASS 0
 HX1260
 HX1260.The horizontal coordinates were established by classical geodetic methods
 HX1260.and adjusted by the National Geodetic Survey in April 1998..
 HX1260
 HX1260.The orthometric height was determined by differential leveling
 HX1260.and adjusted by the National Geodetic Survey in June 1991..
 HX1260
 HX1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1260
 HX1260.The geoid height was determined by GEOID03.
 HX1260
 HX1260.The dynamic height is computed by dividing the NAVD 88
 HX1260.geopotential number by the normal gravity value computed on the
 HX1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1260.degrees latitude (g = 980.6199 gals.).
 HX1260
 HX1260.The modeled gravity was interpolated from observed gravity values.
 HX1260
 HX1260;                    North         East     Units Scale Factor Converg.
 HX1260;SPC WV S     -   137,038.407   634,747.537   MT  0.99992605   +0 14 43.3
 HX1260;UTM  17      - 4,231,856.942   534,736.379   MT  0.99961486   +0 14 44.3
 HX1260
 HX1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1260!SPC WV S     -   0.99986400  x   0.99992605  =   0.99979006
 HX1260!UTM  17      -   0.99986400  x   0.99961486  =   0.99947891
 HX1260
 HX1260:                Primary Azimuth Mark                     Grid Az
 HX1260:SPC WV S     -  FENWICK AZ MK                            203 38 39.4
 HX1260:UTM  17      -  FENWICK AZ MK                            203 38 38.4
 HX1260
 HX1260|---------------------------------------------------------------------|
 HX1260| PID    Reference Object                     Distance      Geod. Az  |
 HX1260|                                                           dddmmss.s |
 HX1260| HX1258 FENWICK AZ MK                                      2035322.7 |
 HX1260| HX1259 FENWICK RM 1                          8.885 METERS 20918     |
 HX1260| HX2911 NETTIE ATT MICROWAVE MAST           APPROX. 7.8 KM 2620122.2 |
 HX1260| HX1261 FENWICK RM 2                          8.812 METERS 31551     |
 HX1260|---------------------------------------------------------------------|
 HX1260
 HX1260                          SUPERSEDED SURVEY CONTROL
 HX1260
 HX1260  NAD 83(1986)-  38 14 02.54334(N)    080 36 11.15003(W) AD(       ) 2
 HX1260  NAD 27      -  38 14 02.13700(N)    080 36 11.83030(W) AD(       ) 2
 HX1260  NGVD 29 (??/??/92)  897.906  (m)         2945.88   (f) ADJ UNCH    2 0
 HX1260
 HX1260.Superseded values are not recommended for survey control.
 HX1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1260.See file dsdata.txt to determine how the superseded data were derived.
 HX1260
 HX1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC3473631857(NAD 83)
 HX1260_MARKER: DS = TRIANGULATION STATION DISK
 HX1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1260_STAMPING: FENWICK 1961
 HX1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1260+STABILITY: SURFACE MOTION
 HX1260
 HX1260  HISTORY     - Date     Condition        Report By
 HX1260  HISTORY     - 1961     MONUMENTED       CGS
 HX1260  HISTORY     - 1962     GOOD             NGS
 HX1260
 HX1260                          STATION DESCRIPTION
 HX1260
 HX1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX1260'STATION IS LOCATED ON THE SUMMIT OF A GRASS COVERED KNOLL ABOUT 1-1/4
 HX1260'MILES NORTHWEST OF
 HX1260'FENWICK, ABOUT 4-1/2 MILES EAST OF NETTIE AND ON PROPERTY
 HX1260'OWNED BY MR. PAT WEESE.  STATION IS
 HX1260'MARKED BY A STANDARD DISK SET IN THE
 HX1260'TOP OF A 12 X 12 INCH CONCRETE MONUMENT THAT PROJECTS
 HX1260'5 INCHES AND THE DISK IS
 HX1260'STAMPED FENWICK 1961.  STATION IS 6.7 FEET NORTHWEST OF A STEEL
 HX1260'WITNESS POST WITH METAL SIGN.
 HX1260'
 HX1260'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 20 AND
 HX1260'39 IN FENWICK GO
 HX1260'WESTERLY ON STATE HIGHWAY NO. 3. FOR 2.7 MILES TO A SIDE
 HX1260'ROAD RIGHT.  TURN SHARP RIGHT AND
 HX1260'GO NORTH ON GRAVEL ROAD FOR 0.3 MILE TO
 HX1260'A SIDE ROAD LEFT, TURN LEFT AND GO WEST AND NORTH ON
 HX1260'THE MAIN TRAVELED
 HX1260'ROAD FOR 0.45 MILE TO A GATE.  PASS THROUGH GATE AND GO NORTH AND
 HX1260'EAST FOR 0.2 MILE TO
 HX1260'AZIMUTH MARK ON THE RIGHT (SOUTH) SIDE OF THE ROAD.  CONTINUE
 HX1260'EAST AND SOUTH FOR 0.3 MILE TO
 HX1260'THE HOME OF MR. PAT WEESE AND END OF TRUCK
 HX1260'TRAVEL.  FROM THE END OF TRUCK TRAVEL PACK
 HX1260'SOUTHEASTERLY UP SLOPE TO THE
 HX1260'HIGHEST PART OF THE HILL AND STATION AS DESCRIBED.
 HX1260'
 HX1260'AZIMUTH MARK IS MARKED BY A STANDARD DISK SET IN THE TOP OF A 1I X 1I
 HX1260'INCH CONCRETE
 HX1260'MONUMENT THAT PROJECTS 4 INCHES AND IS STAMPED FENWICK 1961.
 HX1260'IT IS 2 FEET NORTH OF A
 HX1260'FENCELINE, 3.5 FEET WEST OF A STEEL WITNESS POST
 HX1260'WITH METAL SIGN AND 10 FEET SOUTH OF THE
 HX1260'APPROXIMATE CENTER OF A DIRT ROAD.
 HX1260'
 HX1260'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK SET IN THE TOP OF
 HX1260'A 12 X 1I INCH
 HX1260'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 HX1260'GROUND AND IS STAMPED FENWICK NO 1 1961.
 HX1260'
 HX1260'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD DISK SET IN THE TOP OF
 HX1260'A 12 X 12 INCH
 HX1260'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS STAMPED
 HX1260'FENWICK NO 2 1961.
 HX1260
 HX1260                          STATION RECOVERY (1962)
 HX1260
 HX1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX1260'3.9 MI W FROM FENWICK.
 HX1260'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 39 FROM THE HIGHWAY
 HX1260'BRIDGE OVER THE CHERRY RIVER AT FENWICK, THENCE ABOUT 0.45 MILE
 HX1260'NORTHEAST ALONG A GRADED ROAD, THENCE ABOUT 0.75 MILE NORTHWEST
 HX1260'ALONG A PRIVATE DRIVE, THENCE ABOUT 0.1 MILE NORTHEAST UP THE
 HX1260'SOUTHWEST SLOPE TO THE SUMMIT OF A HIGH BALD KNOB, ABOUT 0.1
 HX1260'MILE EAST OF A TWO STORY FARM HOUSE, 29.1 FEET NORTHEAST OF RM 1,
 HX1260'28.9 FEET SOUTHEAST OF RM 2, 6.9 FEET NORTH OF A STEEL WITNESS
 HX1260'POST, ABOUT LEVEL WITH THE SUMMIT OF THE KNOB, AND IS SET IN THE
 HX1260'TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1258 ***********************************************************************
 HX1258  DESIGNATION -  FENWICK AZ MK
 HX1258  PID         -  HX1258
 HX1258  STATE/COUNTY-  WV/NICHOLAS
 HX1258  USGS QUAD   -  RICHWOOD (1995)
 HX1258
 HX1258                         *CURRENT SURVEY CONTROL
 HX1258  ___________________________________________________________________
 HX1258* NAD 83(1986)-  38 13 49.     (N)    080 36 17.     (W)     SCALED    
 HX1258* NAVD 88     -       876.525  (meters)    2875.73   (feet)  ADJUSTED  
 HX1258  ___________________________________________________________________
 HX1258  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HX1258  DYNAMIC HT  -         875.828 (meters)    2873.45  (feet)  COMP
 HX1258  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 HX1258
 HX1258  VERT ORDER  -  SECOND    CLASS 0
 HX1258
 HX1258.The horizontal coordinates were scaled from a topographic map and have
 HX1258.an estimated accuracy of +/- 6 seconds.
 HX1258
 HX1258.The orthometric height was determined by differential leveling
 HX1258.and adjusted by the National Geodetic Survey in June 1991..
 HX1258
 HX1258.The geoid height was determined by GEOID03.
 HX1258
 HX1258.The dynamic height is computed by dividing the NAVD 88
 HX1258.geopotential number by the normal gravity value computed on the
 HX1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1258.degrees latitude (g = 980.6199 gals.).
 HX1258
 HX1258.The modeled gravity was interpolated from observed gravity values.
 HX1258
 HX1258;                    North         East    Units  Estimated Accuracy
 HX1258;SPC WV S     -   136,620.      634,610.      MT  (+/- 180 meters Scaled)
 HX1258
 HX1258                          SUPERSEDED SURVEY CONTROL
 HX1258
 HX1258  NGVD 29 (??/??/92)  876.673  (m)         2876.22   (f) ADJ UNCH    2 0
 HX1258
 HX1258.Superseded values are not recommended for survey control.
 HX1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1258.See file dsdata.txt to determine how the superseded data were derived.
 HX1258
 HX1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC345314(NAD 83)
 HX1258_MARKER: DZ = AZIMUTH MARK DISK
 HX1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1258_STAMPING: FENWICK 1961
 HX1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1258+STABILITY: SURFACE MOTION
 HX1258
 HX1258  HISTORY     - Date     Condition        Report By
 HX1258  HISTORY     - 1961     MONUMENTED       CGS
 HX1258  HISTORY     - 1962     GOOD             NGS
 HX1258
 HX1258                          STATION DESCRIPTION
 HX1258
 HX1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1258'3.6 MI W FROM FENWICK.
 HX1258'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 39 FROM THE HIGHWAY
 HX1258'BRIDGE OVER THE CHERRY RIVER AT FENWICK, THENCE ABOUT 0.45 MILE
 HX1258'NORTHEAST ALONG A GRADED ROAD, THENCE ABOUT 0.55 MILES NORTHWEST
 HX1258'ALONG A PRIVATE DRIVE, IN A LARGE OPEN FIELD ON THE NORTHEAST
 HX1258'SLOPE OF A HILL, 169.0 FEET NORTHEAST OF A POWER POLE, 10.0 FEET
 HX1258'SOUTHEAST OF THE CENTER LINE OF THE DRIVE, 1 1/2 FEET NORTHWEST
 HX1258'OF A ELECTRIC FENCE, 3.2 FEET NORTHEAST OF A STEEL WITNESS
 HX1258'POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE DRIVE, AND IS
 HX1258'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1259 ***********************************************************************
 HX1259  DESIGNATION -  FENWICK RM 1
 HX1259  PID         -  HX1259
 HX1259  STATE/COUNTY-  WV/NICHOLAS
 HX1259  USGS QUAD   -  RICHWOOD (1995)
 HX1259
 HX1259                         *CURRENT SURVEY CONTROL
 HX1259  ___________________________________________________________________
 HX1259* NAD 83(1986)-  38 14 02.     (N)    080 36 10.     (W)     SCALED    
 HX1259* NAVD 88     -       897.293  (meters)    2943.87   (feet)  ADJUSTED  
 HX1259  ___________________________________________________________________
 HX1259  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HX1259  DYNAMIC HT  -         896.585 (meters)    2941.55  (feet)  COMP
 HX1259  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 HX1259
 HX1259  VERT ORDER  -  SECOND    CLASS 0
 HX1259
 HX1259.The horizontal coordinates were scaled from a topographic map and have
 HX1259.an estimated accuracy of +/- 6 seconds.
 HX1259
 HX1259.The orthometric height was determined by differential leveling
 HX1259.and adjusted by the National Geodetic Survey in June 1991..
 HX1259
 HX1259.The geoid height was determined by GEOID03.
 HX1259
 HX1259.The dynamic height is computed by dividing the NAVD 88
 HX1259.geopotential number by the normal gravity value computed on the
 HX1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1259.degrees latitude (g = 980.6199 gals.).
 HX1259
 HX1259.The modeled gravity was interpolated from observed gravity values.
 HX1259
 HX1259;                    North         East    Units  Estimated Accuracy
 HX1259;SPC WV S     -   137,020.      634,780.      MT  (+/- 180 meters Scaled)
 HX1259
 HX1259                          SUPERSEDED SURVEY CONTROL
 HX1259
 HX1259  NGVD 29 (??/??/92)  897.448  (m)         2944.38   (f) ADJ UNCH    2 0
 HX1259
 HX1259.Superseded values are not recommended for survey control.
 HX1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1259.See file dsdata.txt to determine how the superseded data were derived.
 HX1259
 HX1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC347318(NAD 83)
 HX1259_MARKER: DR = REFERENCE MARK DISK
 HX1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1259_STAMPING: FENWICK NO 1 1961
 HX1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1259+STABILITY: SURFACE MOTION
 HX1259
 HX1259  HISTORY     - Date     Condition        Report By
 HX1259  HISTORY     - 1961     MONUMENTED       CGS
 HX1259  HISTORY     - 1962     GOOD             NGS
 HX1259
 HX1259                          STATION DESCRIPTION
 HX1259
 HX1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1259'3.9 MI W FROM FENWICK.
 HX1259'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 39 FROM THE HIGHWAY
 HX1259'BRIDGE OVER THE CHERRY RIVER AT FENWICK, THENCE ABOUT 0.45 MILE
 HX1259'NORTHEAST ALONG A GRADED ROAD, THENCE ABOUT 0.75 MILE NORTHWEST
 HX1259'ALONG A PRIVATE DRIVE, THENCE ABOUT 0.1 MILE NORTHEAST UP THE
 HX1259'SOUTHWEST SLOPE TO THE SUMMIT OF A HIGH BALD KNOB, ABOUT 0.1
 HX1259'MILE EAST OF A TWO STORY FARM HOUSE, 29.1 FEET SOUTHWEST OF THE
 HX1259'STATION MARK, 46.4 FEET SOUTH OF RM 2, 25 FEET SOUTHWEST OF A STEEL
 HX1259'WITNESS POST, ABOUT 2 FEET BELOW THE TOP OF THE SUMMIT OF THE
 HX1259'KNOB, AND IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 2
 HX1259'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1261 ***********************************************************************
 HX1261  DESIGNATION -  FENWICK RM 2
 HX1261  PID         -  HX1261
 HX1261  STATE/COUNTY-  WV/NICHOLAS
 HX1261  USGS QUAD   -  RICHWOOD (1995)
 HX1261
 HX1261                         *CURRENT SURVEY CONTROL
 HX1261  ___________________________________________________________________
 HX1261* NAD 83(1986)-  38 14 02.     (N)    080 36 10.     (W)     SCALED    
 HX1261* NAVD 88     -       897.203  (meters)    2943.57   (feet)  ADJUSTED  
 HX1261  ___________________________________________________________________
 HX1261  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HX1261  DYNAMIC HT  -         896.495 (meters)    2941.25  (feet)  COMP
 HX1261  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 HX1261
 HX1261  VERT ORDER  -  SECOND    CLASS 0
 HX1261
 HX1261.The horizontal coordinates were scaled from a topographic map and have
 HX1261.an estimated accuracy of +/- 6 seconds.
 HX1261
 HX1261.The orthometric height was determined by differential leveling
 HX1261.and adjusted by the National Geodetic Survey in June 1991..
 HX1261
 HX1261.The geoid height was determined by GEOID03.
 HX1261
 HX1261.The dynamic height is computed by dividing the NAVD 88
 HX1261.geopotential number by the normal gravity value computed on the
 HX1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1261.degrees latitude (g = 980.6199 gals.).
 HX1261
 HX1261.The modeled gravity was interpolated from observed gravity values.
 HX1261
 HX1261;                    North         East    Units  Estimated Accuracy
 HX1261;SPC WV S     -   137,020.      634,780.      MT  (+/- 180 meters Scaled)
 HX1261
 HX1261                          SUPERSEDED SURVEY CONTROL
 HX1261
 HX1261  NGVD 29 (??/??/92)  897.358  (m)         2944.08   (f) ADJ UNCH    2 0
 HX1261
 HX1261.Superseded values are not recommended for survey control.
 HX1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1261.See file dsdata.txt to determine how the superseded data were derived.
 HX1261
 HX1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC347318(NAD 83)
 HX1261_MARKER: DR = REFERENCE MARK DISK
 HX1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1261_STAMPING: FENWICK NO 2 1961
 HX1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1261+STABILITY: SURFACE MOTION
 HX1261
 HX1261  HISTORY     - Date     Condition        Report By
 HX1261  HISTORY     - 1961     MONUMENTED       CGS
 HX1261  HISTORY     - 1962     GOOD             NGS
 HX1261
 HX1261                          STATION DESCRIPTION
 HX1261
 HX1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1261'3.9 MI W FROM FENWICK.
 HX1261'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 39 FROM THE HIGHWAY BRIDGE
 HX1261'OVER THE CHERRY RIVER AT FENWICK, THENCE ABOUT 0.45 MILE NORTHEAST
 HX1261'ALONG A GRADED ROAD, THENCE ABOUT 0.75 MILE NORTHWEST ALONG A
 HX1261'PRIVATE DRIVE, THENCE ABOUT 0.1 MILE NORTHEAST UP THE SOUTHWEST SLOPE
 HX1261'TO THE SUMMIT OF A HIGH BALD KNOB, ABOUT 0.1 MILE EAST OF A TWO
 HX1261'STORY FARM HOUSE, 28.9 FEET NORTHWEST OF THE STATION MARK, 46.4
 HX1261'FEET NORTH OF RM 1, 35.8 FEET NORTHWEST OF A STEEL WITNESS POST,
 HX1261'ABOUT 2 FEET BELOW THE LEVEL OF THE TOP OF THE KNOB, AND IS SET
 HX1261'IN THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3073 ***********************************************************************
 HX3073  DESIGNATION -  FERGUSON 1881
 HX3073  PID         -  HX3073
 HX3073  STATE/COUNTY-  WV/KANAWHA
 HX3073  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3073
 HX3073                         *CURRENT SURVEY CONTROL
 HX3073  ___________________________________________________________________
 HX3073* NAD 83(1995)-  38 20 37.97439(N)    081 38 14.74512(W)     ADJUSTED  
 HX3073* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 HX3073  ___________________________________________________________________
 HX3073  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 HX3073  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HX3073
 HX3073  HORZ ORDER  -  SECOND
 HX3073
 HX3073.The horizontal coordinates were established by classical geodetic methods
 HX3073.and adjusted by the National Geodetic Survey in April 1998..
 HX3073
 HX3073.The orthometric height was scaled from a topographic map.
 HX3073
 HX3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3073
 HX3073.The geoid height was determined by GEOID03.
 HX3073
 HX3073;                    North         East     Units Scale Factor Converg.
 HX3073;SPC WV S     -   149,347.664   544,279.839   MT  0.99992954   -0 23 38.6
 HX3073;UTM  17      - 4,244,162.767   444,297.496   MT  0.99963821   -0 23 43.7
 HX3073
 HX3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3073!SPC WV S     -   0.99996583  x   0.99992954  =   0.99989537
 HX3073!UTM  17      -   0.99996583  x   0.99963821  =   0.99960405
 HX3073
 HX3073:                Primary Azimuth Mark                     Grid Az
 HX3073:SPC WV S     -  CHARLESTON N METH CHURCH SPIRE           011 32 39.2
 HX3073:UTM  17      -  CHARLESTON N METH CHURCH SPIRE           011 32 44.3
 HX3073
 HX3073|---------------------------------------------------------------------|
 HX3073| PID    Reference Object                     Distance      Geod. Az  |
 HX3073|                                                           dddmmss.s |
 HX3073| HX3076 CHARLESTON N METH CHURCH SPIRE      APPROX. 1.1 KM 0110900.6 |
 HX3073| HX3075 CHARLESTON SECOND PRESB CHURCH      APPROX. 0.6 KM 0183515.6 |
 HX3073| HX3061 CHARLESTON FIRST BAPT CH SPIRE      APPROX. 1.2 KM 0235017.9 |
 HX3073| HX3066 CHARLESTON OLD CAPITOL BELFRY       APPROX. 0.9 KM 0295550.9 |
 HX3073| HX3059 CHARLESTON SOUTH METH CHURCH        APPROX. 0.9 KM 0361208.1 |
 HX3073| HX3060 CHARLESTON BAPTIST CHURCH           APPROX. 0.9 KM 0403221.5 |
 HX3073| HX3077 CHARLESTON CATHOLIC CHURCH          APPROX. 0.5 KM 0450505.0 |
 HX3073| HX3090 FORT SCAMMON 1881                   APPROX. 1.7 KM 3000905.2 |
 HX3073|---------------------------------------------------------------------|
 HX3073
 HX3073                          SUPERSEDED SURVEY CONTROL
 HX3073
 HX3073  NAD 83(1995)-  38 20 37.98172(N)    081 38 14.75055(W) AD(       ) 2
 HX3073  NAD 83(1986)-  38 20 37.98271(N)    081 38 14.75154(W) AD(       ) 2
 HX3073  NAD 27      -  38 20 37.62400(N)    081 38 15.31300(W) AD(       ) 2
 HX3073
 HX3073.Superseded values are not recommended for survey control.
 HX3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3073.See file dsdata.txt to determine how the superseded data were derived.
 HX3073
 HX3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4429744163(NAD 83)
 HX3073_MARKER: Z = SEE DESCRIPTION
 HX3073_SETTING: 0 = UNSPECIFIED SETTING
 HX3073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX3073
 HX3073  HISTORY     - Date     Condition        Report By
 HX3073  HISTORY     - 1881     MONUMENTED       CGS
 HX3073  HISTORY     - 1929     GOOD             USE
 HX3073  HISTORY     - 1944     GOOD             CGS
 HX3073  HISTORY     - 1945     MARK NOT FOUND   CGS
 HX3073
 HX3073                          STATION DESCRIPTION
 HX3073
 HX3073'DESCRIBED BY COAST AND GEODETIC SURVEY 1881 (ATM)
 HX3073'ON THE S SIDE
 HX3073'OF THE KANAWHA
 HX3073'RIVER OPPOSITE CHARLESTON, ON LAND BELONGING TO
 HX3073'JUDGE FERGUSON AND NEAR THE NW
 HX3073'CORNER OF HIS OFFICE.  THE STATION
 HX3073'IS IN LINE BETWEEN THE SW CORNER OF THE OFFICE
 HX3073'AND THE CORNER
 HX3073'OF THE YARD FENCE TO THE NW AND IS 4.04 METERS DIRECTLY W OF
 HX3073'THE NW CORNER
 HX3073'OF THE OFFICE.  THE STATION IS MARKED BY A STAKE
 HX3073'AND 20 INCHES UNDERGROUND BY AN
 HX3073'EARTHENWARE PYRAMID.  THE FOLLOWING
 HX3073'DISTANCES ARE FROM THE STATION- NORTH FENCE, 7.1 METERS,
 HX3073'WEST FENCE, 4.2 METERS, NORTHWEST CORNER OF FENCE, 9.1 METERS,
 HX3073'AND SOUTHWEST
 HX3073'CORNER OF OFFICE, 6.7 METERS.
 HX3073
 HX3073                          STATION RECOVERY (1929)
 HX3073
 HX3073'RECOVERY NOTE BY US ENGINEERS 1929
 HX3073'THE FOLLOWING IS COPIED FROM LETTER FROM L. H.
 HX3073'FITTS, ASST.
 HX3073'ENGINEER, U.S. ENGINEER OFFICE, CHARLESTON, W. VA.,
 HX3073'DATED NOVEMBER 5, 1929-
 HX3073'
 HX3073'THE STATION CALLED FERGUSON WE FOUND AND WITNESSED.
 HX3073'THIS STATION IS REFERENCED TO THE
 HX3073'OFFICE OF JUDGE FERGUSON
 HX3073'WHICH HAS BEEN TORN DOWN FOR SEVERAL
 HX3073'YEARS.  FOLLOWING ARE THE WITNESSES OF THIS
 HX3073'POINT WHICH WAS FOUND
 HX3073'IN GOOD CONDITION ABOUT TWO FEET UNDER THE GROUND AND LEFT
 HX3073'UNDISTURBED- A SMALL
 HX3073'ELM TREE BEARS N. 48 DEG 05 MIN E., 2.3 FEET, A STEEL
 HX3073'FLAGPOLE BEARS N. 50 DEG
 HX3073'E., 3.8 FEET, A MAPLE, 13 FEET FROM TOP OF
 HX3073'RIVER BLUFF BEARS N. 58 DEG 30 MIN E. 19.7
 HX3073'FEET, NE ONE OF THREE CEDARS
 HX3073'IN A ROW BEARS N. 34 DEG 10 MIN W., 14.8 FEET, AND SW CORNER
 HX3073'OF THE RESIDENCE
 HX3073'FORMERLY OWNED BY JUDGE FERGUSON BEARS S. 20 DEG 05 MIN E.,
 HX3073'143.9 FEET.
 HX3073
 HX3073                          STATION RECOVERY (1944)
 HX3073
 HX3073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (MZB)
 HX3073'THE LOCATION OF THE STATION IS EASILY IDENTIFIED
 HX3073'FROM THE ORIGINAL
 HX3073'DESCRIPTION AND NOTES BY L.H.F. (U.S.E.)
 HX3073'1929.  MEASUREMENTS WERE MADE FROM
 HX3073'POINTS OF REFERENCE AND A
 HX3073'STAKE DRIVEN IN THE GROUND OVER THE OLD STATION.  THE
 HX3073'STATION IS
 HX3073'NOW ONLY ABOUT 12 FEET W OF A MODERN ROCK HOUSE, HOME OF MR.
 HX3073'H. HALL, AND ABOUT
 HX3073'2 FEET S OF A DEAD ELM TREE.  MR. HALL JUSTLY
 HX3073'OBJECTED TO THE BUILDING OF A TOWER
 HX3073'OVER THE STATION, AND SINCE
 HX3073'BY PROBING AT THE LOCATION IT SEEMED QUITE CERTAIN
 HX3073'THAT THE STATION
 HX3073'MARK WAS IN PLACE, NO DIGGING SEEMED ADVISABLE UNTIL SUCH
 HX3073'TIME AS A
 HX3073'CONNECTION COULD BE COMPLETED.  FOR THE PURPOSE OF A
 HX3073'CONNECTION, A SELECTION FOR
 HX3073'A NEW STATION, SOUTH, WAS MADE ABOUT
 HX3073'60 FEET NNW OF THE OLD STATION, 22 PACES NW OF
 HX3073'THE NW CORNER OF
 HX3073'MR. HALLS HOUSE, AND 7 FEET NE OF A LOW NETTING FENCE AROUND A
 HX3073'VICTORY
 HX3073'GARDEN, ON PROPERTY OWNED BY MR. W.J. WEAKLAND.  FROM
 HX3073'THE S END OF THE BRIDGE,
 HX3073'AT THE C. AND O. RY. STATION, GO RIGHT
 HX3073'UP THE HILL AND KEEP LEFT AT 0.2 MILE, GO
 HX3073'0.1 MILE TO DRIVE LEFT
 HX3073'IN TO A RUSTIC ROCK HOUSE.  THIS IS THE HOME OF MR. HALL.
 HX3073'STATION
 HX3073'FERGUSON IS ABOUT 12 FEET W OF THE HOUSE, IN THE LAWN, AND
 HX3073'SELECTION FOR
 HX3073'STATION SOUTH IS AS ABOVE.
 HX3073
 HX3073                          STATION RECOVERY (1945)
 HX3073
 HX3073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HX3073'(FROM LETTER DATED MAY 10, 1945.)
 HX3073'MR. WEAKLAND SOLD
 HX3073'THE PROPERTY ON WHICH SOUTH WAS TO BE LOCATED
 HX3073'BEFORE THE TRIANGULATION PARTY
 HX3073'ARRIVED AND THEY WERE NOT
 HX3073'ABLE TO CONTACT THE NEW OWNER FOR PERMISSION TO
 HX3073'ESTABLISH THE
 HX3073'STATION, SO A NEW STATION SITE, BLAIR, WAS SELECTED.  TO MAKE
 HX3073'STATIONS BLAIR
 HX3073'AND FERGUSON INTERVISIBLE WILL REQUIRE THE ERECTION
 HX3073'OF A STEEL TOWER AT FERGUSON
 HX3073'WHICH MR. HALL WILL NOT PERMIT.
 HX3073'MR. HALL ALSO STATES THAT INASMUCH AS THERE
 HX3073'SEEMED TO BE PLENTY
 HX3073'OF MARKS IN AND AROUND CHARLESTON, HE SAW NO REASON WHY HIS
 HX3073'YARD SHOULD
 HX3073'BE TORN UP TO RECOVER AN OLD STATION.  HE FURTHER STATED
 HX3073'THAT HE WAS DOUBTFUL IF
 HX3073'THE OLD STATION WAS THERE BECAUSE OF CONSIDERABLE
 HX3073'GRADING AND LEVELING OF HIS LAWN, REMOVING
 HX3073'LARGE TREE
 HX3073'ROOTS AND SIMILAR IMPROVEMENTS TO HIS PROPERTY IN RECENT
 HX3073'YEARS.  DUE
 HX3073'TO INSUFFICIENT REFERENCE MEASUREMENTS NOW EXISTING IT WOULD
 HX3073'PROBABLY REQUIRE
 HX3073'CONSIDERABLE DIGGING TO FIND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1327 ***********************************************************************
 JW1327  DESIGNATION -  FINDLEY
 JW1327  PID         -  JW1327
 JW1327  STATE/COUNTY-  WV/BARBOUR
 JW1327  USGS QUAD   -  BELINGTON (1976)
 JW1327
 JW1327                         *CURRENT SURVEY CONTROL
 JW1327  ___________________________________________________________________
 JW1327* NAD 83(1995)-  39 03 31.40565(N)    079 59 57.56821(W)     ADJUSTED  
 JW1327* NAVD 88     -       654.     (meters)    2146.     (feet)  SCALED    
 JW1327  ___________________________________________________________________
 JW1327  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 JW1327  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JW1327
 JW1327  HORZ ORDER  -  FIRST
 JW1327
 JW1327.The horizontal coordinates were established by classical geodetic methods
 JW1327.and adjusted by the National Geodetic Survey in April 1998..
 JW1327
 JW1327.The orthometric height was scaled from a topographic map.
 JW1327
 JW1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1327
 JW1327.The geoid height was determined by GEOID03.
 JW1327
 JW1327;                    North         East     Units Scale Factor Converg.
 JW1327;SPC WV N     -    62,148.030   556,781.771   MT  0.99998942   -0 19 06.4
 JW1327;SPC WV S     -   228,975.947   686,615.183   MT  1.00004209   +0 37 07.0
 JW1327;UTM  17      - 4,323,769.691   586,579.492   MT  0.99969230   +0 37 50.1
 JW1327
 JW1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1327!SPC WV N     -   0.99990238  x   0.99998942  =   0.99989180
 JW1327!SPC WV S     -   0.99990238  x   1.00004209  =   0.99994446
 JW1327!UTM  17      -   0.99990238  x   0.99969230  =   0.99959471
 JW1327
 JW1327:                Primary Azimuth Mark                     Grid Az
 JW1327:SPC WV N     -  FINDLEY AZ MK                            022 35 25.8
 JW1327:SPC WV S     -  FINDLEY AZ MK                            021 39 12.4
 JW1327:UTM  17      -  FINDLEY AZ MK                            021 38 29.3
 JW1327
 JW1327|---------------------------------------------------------------------|
 JW1327| PID    Reference Object                     Distance      Geod. Az  |
 JW1327|                                                           dddmmss.s |
 JW1327| CX4503 FINDLEY AZ MK                                      0221619.4 |
 JW1327| JW1325 WEST VA FISH AND GAME COMM TWR      APPROX.11.5 KM 1214654.1 |
 JW1327| HW3598 AIRWAY BEACON 25                    APPROX.21.6 KM 1630600.8 |
 JW1327| CX4504 FINDLEY RM 1                         18.380 METERS 22147     |
 JW1327| CX4505 FINDLEY RM 2                         18.888 METERS 31729     |
 JW1327|---------------------------------------------------------------------|
 JW1327
 JW1327                          SUPERSEDED SURVEY CONTROL
 JW1327
 JW1327  NAD 83(1986)-  39 03 31.41134(N)    079 59 57.58092(W) AD(       ) 1
 JW1327  NAD 27      -  39 03 31.04730(N)    079 59 58.29730(W) AD(       ) 1
 JW1327
 JW1327.Superseded values are not recommended for survey control.
 JW1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1327.See file dsdata.txt to determine how the superseded data were derived.
 JW1327
 JW1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8657923770(NAD 83)
 JW1327_MARKER: DS = TRIANGULATION STATION DISK
 JW1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1327
 JW1327  HISTORY     - Date     Condition        Report By
 JW1327  HISTORY     - 1941     MONUMENTED       CGS
 JW1327
 JW1327                          STATION DESCRIPTION
 JW1327
 JW1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1327'STATION IS ABOUT
 JW1327'5-1/2 MILES BY
 JW1327'ROAD W BY N FROM THE TOWN OF BELINGTON, ABOUT 0.2
 JW1327'MILE S BY W OF THE POINT PLEASANT
 JW1327'SCHOOL, ON A BARE BALD RIDGE
 JW1327'AND ON PROPERTY OWNED BY WILLIAM FINDLEY.  IT IS ON
 JW1327'THE HIGHEST
 JW1327'POINT OF THE RIDGE, IN PASTURE LAND, ABOUT 175 YARDS SW OF FINDLEYS
 JW1327'HOUSE AND 58 FEET
 JW1327'ENE OF A LONE 2-FOOT LOCUST TREE.  IT IS STAMPED
 JW1327'FINDLEY 1941 AND PROJECTS 6 INCHES.
 JW1327'
 JW1327'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JW1327'DISKS SET IN CONCRETE.
 JW1327'
 JW1327'REFERENCE MARK NO. 1 IS 11 FEET NW OF A LONE LOCUST TREE.  IT
 JW1327'IS STAMPED FINDLEY
 JW1327'NO. 1 1941 AND PROJECTS 6 INCHES.
 JW1327'
 JW1327'REFERENCE MARK NO. 2 IS STAMPED FINDLEY NO 2 1941 AND PROJECTS
 JW1327'6 INCHES.
 JW1327'
 JW1327'THE AZIMUTH MARK, A STANDARD DISK SET FLUSH IN A 10- BY 10-FOOT
 JW1327'BOULDER 4 FEET
 JW1327'HIGH, IS ON A HILLSIDE, 100 FEET NE OF THE
 JW1327'CENTER OF THE ROAD.  IT IS
 JW1327'STAMPED FINDLEY 1941.  TO REACH THE
 JW1327'MARK FROM THE STATION, GO EASTERLY FROM
 JW1327'FINDLEYS HOUSE 0.4 MILE
 JW1327'TO A FORKS, TAKE LEFT FORK AND GO 1.1 MILES TO U.S.
 JW1327'HIGHWAY 250,
 JW1327'TURN LEFT AND GO 2.2 MILES TO A MACADAM ROAD SHARP RIGHT JUST PAST
 JW1327'A SERVICE STATION,
 JW1327'TURN RIGHT AND FOLLOW THIS ROAD 0.15 MILE TO
 JW1327'THE MARK ON THE LEFT.
 JW1327'
 JW1327'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 250
 JW1327'AND STATE HIGHWAY
 JW1327'92 IN BELINGTON, GO WESTERLY ON U.S. HIGHWAY
 JW1327'250 FOR 4.1 MILES TO A DIRT SIDE
 JW1327'ROAD LEFT JUST PAST A SERVICE
 JW1327'STATION ON THE RIGHT, TURN LEFT AND GO 1.1 MILES TO
 JW1327'A FORKS, TAKE
 JW1327'RIGHT FORK AND GO 0.4 MILE TO MR. FINDLEYS HOUSE ON THE LEFT,
 JW1327'ENTER BARNYARD AND
 JW1327'GO SOUTHWESTERLY THROUGH PASTURE TO THE TOP OF
 JW1327'THE HILL AND THE STATION.
 JW1327'
 JW1327'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2329 ***********************************************************************
 HX2329  DESIGNATION -  FINLAY
 HX2329  PID         -  HX2329
 HX2329  STATE/COUNTY-  WV/MASON
 HX2329  USGS QUAD   -  MOUNT ALTO (1994)
 HX2329
 HX2329                         *CURRENT SURVEY CONTROL
 HX2329  ___________________________________________________________________
 HX2329* NAD 83(1995)-  38 50 11.62350(N)    081 56 48.90268(W)     ADJUSTED  
 HX2329* NAVD 88     -       321.233  (meters)    1053.91   (feet)  ADJUSTED  
 HX2329  ___________________________________________________________________
 HX2329  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 HX2329  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HX2329  DYNAMIC HT  -         321.027 (meters)    1053.24  (feet)  COMP
 HX2329  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 HX2329
 HX2329  HORZ ORDER  -  FIRST
 HX2329  VERT ORDER  -  SECOND    CLASS 0
 HX2329
 HX2329.The horizontal coordinates were established by classical geodetic methods
 HX2329.and adjusted by the National Geodetic Survey in April 1998..
 HX2329
 HX2329.The orthometric height was determined by differential leveling
 HX2329.and adjusted by the National Geodetic Survey in June 1991..
 HX2329
 HX2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2329
 HX2329.The geoid height was determined by GEOID03.
 HX2329
 HX2329.The dynamic height is computed by dividing the NAVD 88
 HX2329.geopotential number by the normal gravity value computed on the
 HX2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2329.degrees latitude (g = 980.6199 gals.).
 HX2329
 HX2329.The modeled gravity was interpolated from observed gravity values.
 HX2329
 HX2329;                    North         East     Units Scale Factor Converg.
 HX2329;SPC WV S     -   204,264.809   517,785.796   MT  0.99999037   -0 35 07.4
 HX2329;UTM  17      - 4,299,065.857   417,815.653   MT  0.99968317   -0 35 37.8
 HX2329
 HX2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2329!SPC WV S     -   0.99995491  x   0.99999037  =   0.99994528
 HX2329!UTM  17      -   0.99995491  x   0.99968317  =   0.99963809
 HX2329
 HX2329|---------------------------------------------------------------------|
 HX2329| PID    Reference Object                     Distance      Geod. Az  |
 HX2329|                                                           dddmmss.s |
 HX2329| HX2328 FINLAY RM 1                          10.824 METERS 03815     |
 HX2329| HX2330 FINLAY RM 2                          12.253 METERS 15249     |
 HX2329| HY2196 CHESHIRE GAVIN STACK                APPROX.18.4 KM 3064912.4 |
 HX2329|---------------------------------------------------------------------|
 HX2329
 HX2329                          SUPERSEDED SURVEY CONTROL
 HX2329
 HX2329  NAD 83(1995)-  38 50 11.62788(N)    081 56 48.90926(W) AD(       ) 1
 HX2329  NAD 83(1986)-  38 50 11.62975(N)    081 56 48.90901(W) AD(       ) 1
 HX2329  NAD 27      -  38 50 11.33581(N)    081 56 49.41369(W) AD(       ) 1
 HX2329  NGVD 29 (??/??/92)  321.416  (m)         1054.51   (f) ADJ UNCH    2 0
 HX2329
 HX2329.Superseded values are not recommended for survey control.
 HX2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2329.See file dsdata.txt to determine how the superseded data were derived.
 HX2329
 HX2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC1781699066(NAD 83)
 HX2329_MARKER: DD = SURVEY DISK
 HX2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2329_SP_SET: STONE POST
 HX2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2329+STABILITY: SURFACE MOTION
 HX2329
 HX2329  HISTORY     - Date     Condition        Report By
 HX2329  HISTORY     - 1976     MONUMENTED       NGS
 HX2329  HISTORY     - 1956     GOOD             NGS
 HX2329  HISTORY     - 1984     GOOD             NGS
 HX2329
 HX2329                          STATION DESCRIPTION
 HX2329
 HX2329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX2329'THE STATION IS ABOUT 10-1/2 MILES EAST OF POINT PLEASANT,
 HX2329'5-1/2 MILES NORTHEAST OF THE KANAWHA RIVER, 4-1/2 MILES
 HX2329'SOUTHWEST OF THE OHIO RIVER AT LETART FALLS, OHIO AND
 HX2329'ON THE PROPERTY OF MR. HOWARD DE VOLD. PERMISSION WAS
 HX2329'GRANTED BY HIS GRANDDAUGHTER, MRS. HAZEL CROLEY, WHO
 HX2329'LIVES 0.35 MILE NORTHEAST OF THE STATION ON THE EAST SIDE
 HX2329'OF THE ROAD. THE PROPERTY OF WALLEY HART WILL HAVE TO BE
 HX2329'CROSSED WHEN REACHING THE STATION. PERMISSION TO CROSS MR.
 HX2329'WALLEYS PROPERTY WAS GRANTED BY HIS DAUGHTER, CAROLYN AUSTIN.
 HX2329'
 HX2329'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HX2329'2 AND 87, WHICH IS ABOUT 3-1/4 MILES SOUTH OF MT. ALTO,
 HX2329'GO WESTERLY ON HIGHWAY 2 FOR 0.95 MILE TO A FORK. KEEP
 HX2329'THE LEFT FORK AND GO SOUTHERLY ON TENMILE CREEK ROAD
 HX2329'FOR 0.25 MILE TO A FORK. TAKE THE RIGHT FORK AND GO SOUTHERLY
 HX2329'FOR 0.3 MILE TO A GATE ON THE RIGHT AT THE SUMMIT OF A GRADE
 HX2329'TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTHWEST AND
 HX2329'SOUTH ALONG THE SUMMIT OF A RIDGE FOR 0.15 MILE TO THE
 HX2329'HIGHEST POINT AND THE STATION.
 HX2329'
 HX2329'THE STATION MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL
 HX2329'SURVEY---UNSTAMPED---, SET IN THE TOP OF AN IRREGULAR MASS
 HX2329'OF CONCRETE THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE
 HX2329'AND ON THE HIGHEST POINT OF THE HILL. IT IS 41 FEET NORTHWEST
 HX2329'OF A 14-INCH CEDAR TREE AND 22 FEET WEST OF A FENCE.
 HX2329'
 HX2329'REFERENCE MARK 1 IS A BRONZE REFERENCE MARK DISK OF THE
 HX2329'U.S. GEOLOGICAL SURVEY, STAMPED---FINLAY 1903 1956---, SET IN
 HX2329'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 HX2329'WITH THE GROUND SURFACE. IT IS 74 FEET SOUTH OF A FENCE
 HX2329'CORNER, 27 FEET SOUTH OF A LOCUST TREE AND 1.4 FEET WEST OF
 HX2329'THE FENCE. IT IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 HX2329'STATION MARK.
 HX2329'
 HX2329'REFERENCE MARK 2 IS A BRONZE REFERENCE MARK DISK OF THE
 HX2329'U.S. GEOLOGICAL SURVEY, STAMPED---FINLAY 1903 1956---, SET IN
 HX2329'A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 HX2329'GROUND SURFACE. IT IS 9.8 FEET WEST OF A 14-INCH CEDAR TREE
 HX2329'AND 4.3 FEET WEST OF THE FENCE. IT IS ABOUT 6 FEET LOWER IN
 HX2329'ELEVATION THAN THE STATION MARK.
 HX2329'
 HX2329'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 HX2329'
 HX2329'HEIGHT OF LIGHT ABOVE MARK WAS 1.5 METERS.
 HX2329
 HX2329                          STATION RECOVERY (1956)
 HX2329
 HX2329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HX2329'5.4 MI E FROM FLATROCK.
 HX2329'ABOUT 4.75 MILES EAST ALONG STATE HIGHWAY 2 FROM THE CROSSROADS
 HX2329'AT FLATROCK, THENCE ABOUT 0.7 MILE WEST AND SOUTHWEST ALONG A
 HX2329'DIRT ROAD, LOCATED ON THE TOP OF A SMALL HIGH BARE KNOB ON
 HX2329'PROPERTY OF HOWARDS DEVAULT, 237 FEET SOUTHWEST OF CENTER LINE
 HX2329'OF ROAD, 41 FEET SOUTHWEST OF A LONE 12-INCH CEDAR TREE, 101 FEET
 HX2329'SOUTH-SOUTHWEST OF A T FENCE CORNER, 35 3/4 FEET SOUTHWEST OF
 HX2329'R.M. NO. 1, 40 1/4 FEET NORTHWEST OF R.M. NO. 2, 23 FEET WEST OF A
 HX2329'FENCE LINE, AND SET IN THE TOP OF A STONE POST PROJECTING 4 INCHES.
 HX2329
 HX2329                          STATION RECOVERY (1984)
 HX2329
 HX2329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2328 ***********************************************************************
 HX2328  DESIGNATION -  FINLAY RM 1
 HX2328  PID         -  HX2328
 HX2328  STATE/COUNTY-  WV/MASON
 HX2328  USGS QUAD   -  MOUNT ALTO (1994)
 HX2328
 HX2328                         *CURRENT SURVEY CONTROL
 HX2328  ___________________________________________________________________
 HX2328* NAD 83(1986)-  38 50 11.     (N)    081 56 49.     (W)     SCALED    
 HX2328* NAVD 88     -       320.207  (meters)    1050.55   (feet)  ADJUSTED  
 HX2328  ___________________________________________________________________
 HX2328  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HX2328  DYNAMIC HT  -         320.002 (meters)    1049.87  (feet)  COMP
 HX2328  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 HX2328
 HX2328  VERT ORDER  -  SECOND    CLASS 0
 HX2328
 HX2328.The horizontal coordinates were scaled from a topographic map and have
 HX2328.an estimated accuracy of +/- 6 seconds.
 HX2328
 HX2328.The orthometric height was determined by differential leveling
 HX2328.and adjusted by the National Geodetic Survey in June 1991..
 HX2328
 HX2328.The geoid height was determined by GEOID03.
 HX2328
 HX2328.The dynamic height is computed by dividing the NAVD 88
 HX2328.geopotential number by the normal gravity value computed on the
 HX2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2328.degrees latitude (g = 980.6199 gals.).
 HX2328
 HX2328.The modeled gravity was interpolated from observed gravity values.
 HX2328
 HX2328;                    North         East    Units  Estimated Accuracy
 HX2328;SPC WV S     -   204,250.      517,780.      MT  (+/- 180 meters Scaled)
 HX2328
 HX2328                          SUPERSEDED SURVEY CONTROL
 HX2328
 HX2328  NGVD 29 (??/??/92)  320.391  (m)         1051.15   (f) ADJ UNCH    2 0
 HX2328
 HX2328.Superseded values are not recommended for survey control.
 HX2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2328.See file dsdata.txt to determine how the superseded data were derived.
 HX2328
 HX2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC178990(NAD 83)
 HX2328_MARKER: DR = REFERENCE MARK DISK
 HX2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2328+STABILITY: SURFACE MOTION
 HX2328
 HX2328  HISTORY     - Date     Condition        Report By
 HX2328  HISTORY     - 1956     MONUMENTED       USGS
 HX2328  HISTORY     - 1956     GOOD             NGS
 HX2328  HISTORY     - 1984     GOOD             NGS
 HX2328
 HX2328                          STATION DESCRIPTION
 HX2328
 HX2328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2328'5.4 MI E FROM FLATROCK.
 HX2328'ABOUT 4.75 MILES EAST ALONG STATE HIGHWAY 2 FROM THE CROSSROADS
 HX2328'AT FLATROCK, THENCE ABOUT 0.7 MILE WEST AND SOUTHWEST ALONG A
 HX2328'DIRT ROAD, LOCATED ON THE TOP OF A SMALL HIGH BARE KNOB, 71 FEET
 HX2328'SOUTH OF A T FENCE CORNER, 35 3/4 FEET NORTHEAST OF THE STATION
 HX2328'MARK, 63 1/2 FEET NORTH OF R.M. NO. 2, 1 FOOT WEST OF A NORTH-SOUTH
 HX2328'FENCE LINE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HX2328'INCHES.
 HX2328
 HX2328                          STATION RECOVERY (1984)
 HX2328
 HX2328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2330 ***********************************************************************
 HX2330  DESIGNATION -  FINLAY RM 2
 HX2330  PID         -  HX2330
 HX2330  STATE/COUNTY-  WV/MASON
 HX2330  USGS QUAD   -  MOUNT ALTO (1994)
 HX2330
 HX2330                         *CURRENT SURVEY CONTROL
 HX2330  ___________________________________________________________________
 HX2330* NAD 83(1986)-  38 50 11.     (N)    081 56 49.     (W)     SCALED    
 HX2330* NAVD 88     -       319.399  (meters)    1047.89   (feet)  ADJUSTED  
 HX2330  ___________________________________________________________________
 HX2330  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HX2330  DYNAMIC HT  -         319.194 (meters)    1047.22  (feet)  COMP
 HX2330  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 HX2330
 HX2330  VERT ORDER  -  SECOND    CLASS 0
 HX2330
 HX2330.The horizontal coordinates were scaled from a topographic map and have
 HX2330.an estimated accuracy of +/- 6 seconds.
 HX2330
 HX2330.The orthometric height was determined by differential leveling
 HX2330.and adjusted by the National Geodetic Survey in June 1991..
 HX2330
 HX2330.The geoid height was determined by GEOID03.
 HX2330
 HX2330.The dynamic height is computed by dividing the NAVD 88
 HX2330.geopotential number by the normal gravity value computed on the
 HX2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2330.degrees latitude (g = 980.6199 gals.).
 HX2330
 HX2330.The modeled gravity was interpolated from observed gravity values.
 HX2330
 HX2330;                    North         East    Units  Estimated Accuracy
 HX2330;SPC WV S     -   204,250.      517,780.      MT  (+/- 180 meters Scaled)
 HX2330
 HX2330                          SUPERSEDED SURVEY CONTROL
 HX2330
 HX2330  NGVD 29 (??/??/92)  319.582  (m)         1048.50   (f) ADJ UNCH    2 0
 HX2330
 HX2330.Superseded values are not recommended for survey control.
 HX2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2330.See file dsdata.txt to determine how the superseded data were derived.
 HX2330
 HX2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC178990(NAD 83)
 HX2330_MARKER: DR = REFERENCE MARK DISK
 HX2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2330+STABILITY: SURFACE MOTION
 HX2330
 HX2330  HISTORY     - Date     Condition        Report By
 HX2330  HISTORY     - 1956     MONUMENTED       USGS
 HX2330  HISTORY     - 1956     GOOD             NGS
 HX2330  HISTORY     - 1984     GOOD             NGS
 HX2330
 HX2330                          STATION DESCRIPTION
 HX2330
 HX2330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2330'5.4 MI E FROM FLATROCK.
 HX2330'ABOUT 4.75 MILES EAST ALONG STATE HIGHWAY 2 FROM THE CROSSROADS
 HX2330'AT FLATROCK, THENCE ABOUT 0.7 MILE WEST AND SOUTHWEST ALONG A DIRT
 HX2330'ROAD, LOCATED ON THE TOP OF A SMALL HIGH BARE KNOB, 40 1/4 FEET
 HX2330'SOUTHEAST OF STATION, 63 1/2 FEET SOUTH OF R.M. NO. 1, 10 FEET
 HX2330'WEST-SOUTHWEST OF A LONE 12-INCH CEDAR TREE, 2 1/2 FEET WEST OF
 HX2330'A FENCE LINE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX2330'2 INCHES.
 HX2330
 HX2330                          STATION RECOVERY (1984)
 HX2330
 HX2330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3095 ***********************************************************************
 HX3095  DESIGNATION -  FISHER
 HX3095  PID         -  HX3095
 HX3095  STATE/COUNTY-  WV/KANAWHA
 HX3095  USGS QUAD   -  POCATALICO (1976)
 HX3095
 HX3095                         *CURRENT SURVEY CONTROL
 HX3095  ___________________________________________________________________
 HX3095* NAD 83(1995)-  38 26 32.54924(N)    081 40 53.42468(W)     ADJUSTED  
 HX3095* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 HX3095  ___________________________________________________________________
 HX3095  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 HX3095  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HX3095
 HX3095  HORZ ORDER  -  SECOND
 HX3095
 HX3095.The horizontal coordinates were established by classical geodetic methods
 HX3095.and adjusted by the National Geodetic Survey in April 1998..
 HX3095
 HX3095.The orthometric height was scaled from a topographic map.
 HX3095
 HX3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3095
 HX3095.The geoid height was determined by GEOID03.
 HX3095
 HX3095;                    North         East     Units Scale Factor Converg.
 HX3095;SPC WV S     -   160,307.156   540,507.294   MT  0.99993578   -0 25 16.7
 HX3095;UTM  17      - 4,255,119.189   440,526.414   MT  0.99964356   -0 25 25.4
 HX3095
 HX3095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3095!SPC WV S     -   0.99994923  x   0.99993578  =   0.99988502
 HX3095!UTM  17      -   0.99994923  x   0.99964356  =   0.99959281
 HX3095
 HX3095|---------------------------------------------------------------------|
 HX3095| PID    Reference Object                     Distance      Geod. Az  |
 HX3095|                                                           dddmmss.s |
 HX3095| DC3386 FISHER RM 1                          26.495 METERS 02229     |
 HX3095| HX3096 HUB 1944                            253.498 METERS 04914     |
 HX3095| DC3387 FISHER RM 2                          23.800 METERS 06353     |
 HX3095| HX3094 TATE                                APPROX. 0.7 KM 0935401.2 |
 HX3095|---------------------------------------------------------------------|
 HX3095
 HX3095                          SUPERSEDED SURVEY CONTROL
 HX3095
 HX3095  NAD 83(1995)-  38 26 32.55570(N)    081 40 53.43084(W) AD(       ) 2
 HX3095  NAD 83(1986)-  38 26 32.55707(N)    081 40 53.43122(W) AD(       ) 2
 HX3095  NAD 27      -  38 26 32.21700(N)    081 40 53.97500(W) AD(       ) 2
 HX3095
 HX3095.Superseded values are not recommended for survey control.
 HX3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3095.See file dsdata.txt to determine how the superseded data were derived.
 HX3095
 HX3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4052655119(NAD 83)
 HX3095_MARKER: DS = TRIANGULATION STATION DISK
 HX3095_SETTING: 0 = UNSPECIFIED SETTING
 HX3095
 HX3095  HISTORY     - Date     Condition        Report By
 HX3095  HISTORY     - 1944     MONUMENTED       CGS
 HX3095  HISTORY     - 1950     SEE DESCRIPTION  LOCENG
 HX3095  HISTORY     - 1956     SEE DESCRIPTION  USGS
 HX3095
 HX3095                          STATION DESCRIPTION
 HX3095
 HX3095'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3095'STATION IS LOCATED ABOUT 5 MILES NNW OF WEST CHARLESTON, ABOUT 1/2
 HX3095'MILE W OF U.S.  HIGHWAY 21, ON
 HX3095'A HIGH RIDGE OWNED BY MR. JOE TATE.  IT IS ON THE E ONE
 HX3095'OF TWO BARE KNOBS AND 78 FEET W
 HX3095'OF A WIRE GATE.  THE DISK IS
 HX3095'STAMPED FISHER 1944.
 HX3095'
 HX3095'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 HX3095'SET IN CONCRETE.
 HX3095'
 HX3095'REFERENCE MARK 1 IS 1 FOOT W OF A FENCE AND 20 FEET N OF A
 HX3095'GATE.  IT IS
 HX3095'STAMPED FISHER NO 1 1944.
 HX3095'
 HX3095'REFERENCE MARK 2 IS 1 FOOT W OF THE FENCE AND 20 FEET S OF
 HX3095'THE GATE.  IT IS
 HX3095'STAMPED FISHER NO 2 1944.
 HX3095'
 HX3095'STATION TATE WAS USED AS AN AZIMUTH MARK.
 HX3095'
 HX3095'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 21
 HX3095'AND 60 IN WEST
 HX3095'CHARLESTON, GO N ON HIGHWAY 21 FOR 5.7 MILES TO
 HX3095'STATION TATE ON THE LEFT.
 HX3095'CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO
 HX3095'A DIRT ROAD LEFT, TURN LEFT AND GO 0.7 MILE
 HX3095'TO THE SUMMIT OF THE
 HX3095'RIDGE WHERE ROAD TURNS RIGHT, CONTINUE STRAIGHT AHEAD THROUGH
 HX3095'A GATE AND
 HX3095'FOLLOW TRACK ROAD 0.4 MILE ALONG THE RIDGE TO A WIRE GATE,
 HX3095'PASS THROUGH GATE AND GO
 HX3095'ABOUT 75 FEET TO THE STATION.
 HX3095'
 HX3095'HEIGHT OF LIGHT ABOVE STATION MARK - 21 METERS.
 HX3095
 HX3095                          STATION RECOVERY (1950)
 HX3095
 HX3095'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 HX3095'RECOVERED BY ENGSTROM AND WYNN
 HX3095'
 HX3095'LETTER OF MR. E.A. WILSON, ENGSTROM AND WYNN, 1117 CHAPLINE ST.,
 HX3095'WHEELING, WEST
 HX3095'VIRGINIA, DATED DECEMBER 30, 1950.
 HX3095'
 HX3095'REFERENCE MARK NO. 2 WAS DESTROYED DUE TO CONSTRUCTION.
 HX3095'
 HX3095'REFERENCE MARK DISKS STAMPED FISHER NO. 2 1944 AND FISHER NO. 3 1944
 HX3095'(UNUSED) RECEIVED
 HX3095'AT THIS OFFICE 1/5/51.
 HX3095
 HX3095                          STATION RECOVERY (1956)
 HX3095
 HX3095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HX3095'THERE IS A SEARCH RADAR TOWER AND FOUNDATION AT THE STATION SITE AT
 HX3095'PRESENT.
 HX3095'
 HX3095'REFERENCE MARK 1 WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1269 ***********************************************************************
 JW1269  DESIGNATION -  FISHER RADIO STA WELD MAST
 JW1269  PID         -  JW1269
 JW1269  STATE/COUNTY-  WV/HARDY
 JW1269  USGS QUAD   -  RIG (1981)
 JW1269
 JW1269                         *CURRENT SURVEY CONTROL
 JW1269  ___________________________________________________________________
 JW1269* NAD 83(1995)-  39 03 08.03798(N)    079 00 20.09199(W)     ADJUSTED  
 JW1269* NAVD 88     -                                                        
 JW1269  ___________________________________________________________________
 JW1269  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 JW1269  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JW1269
 JW1269  HORZ ORDER  -  THIRD
 JW1269
 JW1269.The horizontal coordinates were established by classical geodetic methods
 JW1269.and adjusted by the National Geodetic Survey in April 1998..
 JW1269
 JW1269
 JW1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1269
 JW1269.The geoid height was determined by GEOID03.
 JW1269
 JW1269;                    North         East     Units Scale Factor Converg.
 JW1269;SPC WV N     -    61,425.089   642,797.602   MT  0.99999054   +0 18 55.2
 JW1269;UTM  17      - 4,324,465.773   672,580.446   MT  0.99996675   +1 15 24.7
 JW1269
 JW1269                          SUPERSEDED SURVEY CONTROL
 JW1269
 JW1269  NAD 83(1995)-  39 03 08.04497(N)    079 00 20.09885(W) AD(       ) 4
 JW1269  NAD 83(1986)-  39 03 08.04577(N)    079 00 20.09836(W) AD(       ) 4
 JW1269  NAD 27      -  39 03 07.65100(N)    079 00 20.98800(W) AD(       ) 3
 JW1269
 JW1269.Superseded values are not recommended for survey control.
 JW1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1269.See file dsdata.txt to determine how the superseded data were derived.
 JW1269
 JW1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD7258024466(NAD 83)
 JW1269_MARKER: 42 = RADIO/TV MAST
 JW1269
 JW1269  HISTORY     - Date     Condition        Report By
 JW1269  HISTORY     - 1956     FIRST OBSERVED   CGS
 JW1269
 JW1269                          STATION DESCRIPTION
 JW1269
 JW1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1269'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHEAST OF THE VILLAGE
 JW1269'OF FISHER.
 JW1269'
 JW1269'THE MAST IS OF STEEL CONSTRUCTION, 283 FEET HIGH, ALTERNATELY PAINTED
 JW1269'ORANGE AND WHITE AND HAS A
 JW1269'RED LIGHT ON TOP.  THE RED LIGHT ON TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2952 ***********************************************************************
 HX2952  DESIGNATION -  FLAG KNOB
 HX2952  PID         -  HX2952
 HX2952  STATE/COUNTY-  WV/GILMER
 HX2952  USGS QUAD   -  TANNER (1965)
 HX2952
 HX2952                         *CURRENT SURVEY CONTROL
 HX2952  ___________________________________________________________________
 HX2952* NAD 83(1995)-  38 52 52.12293(N)    080 53 39.49261(W)     ADJUSTED  
 HX2952* NAVD 88     -       437.2    (meters)    1434.     (feet)  VERTCON   
 HX2952  ___________________________________________________________________
 HX2952  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 HX2952  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HX2952
 HX2952  HORZ ORDER  -  SECOND
 HX2952
 HX2952.The horizontal coordinates were established by classical geodetic methods
 HX2952.and adjusted by the National Geodetic Survey in April 1998..
 HX2952
 HX2952.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2952
 HX2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2952
 HX2952.The geoid height was determined by GEOID03.
 HX2952
 HX2952;                    North         East     Units Scale Factor Converg.
 HX2952;SPC WV S     -   208,799.329   609,171.400   MT  0.99999953   +0 03 55.2
 HX2952;UTM  17      - 4,303,592.587   509,167.738   MT  0.99960103   +0 03 58.8
 HX2952
 HX2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2952!SPC WV S     -   0.99993657  x   0.99999953  =   0.99993610
 HX2952!UTM  17      -   0.99993657  x   0.99960103  =   0.99953763
 HX2952
 HX2952:                Primary Azimuth Mark                     Grid Az
 HX2952:SPC WV S     -  FLAG KNOB AZ MK                          033 30 08.5
 HX2952:UTM  17      -  FLAG KNOB AZ MK                          033 30 04.9
 HX2952
 HX2952|---------------------------------------------------------------------|
 HX2952| PID    Reference Object                     Distance      Geod. Az  |
 HX2952|                                                           dddmmss.s |
 HX2952| DC3390 FLAG KNOB AZ MK                                    0333403.7 |
 HX2952| DC3391 FLAG KNOB RM 1                       17.920 METERS 21105     |
 HX2952| DC3392 FLAG KNOB RM 2                       18.235 METERS 33314     |
 HX2952|---------------------------------------------------------------------|
 HX2952
 HX2952                          SUPERSEDED SURVEY CONTROL
 HX2952
 HX2952  NAD 83(1986)-  38 52 52.12865(N)    080 53 39.50142(W) AD(       ) 2
 HX2952  NAD 27      -  38 52 51.80190(N)    080 53 40.12100(W) AD(       ) 2
 HX2952  NGVD 29 (07/19/86)  437.4    (m)         1435.     (f) VERT ANG       
 HX2952
 HX2952.Superseded values are not recommended for survey control.
 HX2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2952.See file dsdata.txt to determine how the superseded data were derived.
 HX2952
 HX2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0916803593(NAD 83)
 HX2952_MARKER: DS = TRIANGULATION STATION DISK
 HX2952_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX2952_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX2952
 HX2952  HISTORY     - Date     Condition        Report By
 HX2952  HISTORY     - 1956     MONUMENTED       CGS
 HX2952
 HX2952                          STATION DESCRIPTION
 HX2952
 HX2952'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2952'STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF TANNER AND 5
 HX2952'MILES SOUTHWEST OF GLENVILLE ON
 HX2952'THE HIGHEST POINT OF A HILL WHICH IS KNOWN LOCALLY AS FLAG KNOB.
 HX2952'STATION IS 45 FEET SOUTH OF A
 HX2952'TRIANGLE BLAZED PINE TREE, 21 FEET EAST SOUTHEAST OF A TRIANGLE
 HX2952'BLAZED TWIN OAK TREE AND 6.5 FEET WEST
 HX2952'OF WITNESS POST.  THE MARK PROJECTS ABOUT 8 INCHES
 HX2952'AND THE DISK IS STAMPED FLAG KNOB 1956.
 HX2952'
 HX2952'REFERENCE MARK NO. 1 PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 HX2952'FLAG KNOB NO 1 1956.
 HX2952'
 HX2952'REFERENCE MARK NO. 2 IS 21 FEET NORTHWEST OF A TRIANGLE BLAZED PINE
 HX2952'TREE.  THE MARK PROJECTS ABOUT 8
 HX2952'INCHES AND THE DISK IS STAMPED FLAG KNOB NO 2 1956.
 HX2952'
 HX2952'AZIMUTH MARK IS 69 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 HX2952'33 AND 119, 4 FEET EAST OF
 HX2952'GATE POST, AND 1.5 FEET SOUTHWEST OF WITNESS POST.  THE MARK PROJECTS
 HX2952'ABOUT 8 INCHES AND THE DISK IS
 HX2952'STAMPED FLAG KNOB 1956.
 HX2952'
 HX2952'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 33 AND 119 AND STATE
 HX2952'HIGHWAY 5 AT THE TRAFFIC
 HX2952'LIGHT IN GLENVILLE GO SOUTHWESTERLY ON U.S. HIGHWAY 33 AND 119 FOR
 HX2952'3.7 MILES TO BRIDGE OVER CEDAR
 HX2952'CREEK.  CONTINUE ON HIGHWAY FOR 1.85 MILES TO DRIVEWAY AND AZIMUTH
 HX2952'MARK ON THE RIGHT AS DESCRIBED.
 HX2952'CONTINUE ON HIGHWAY FOR 0.45 MILE TO DRIVEWAY ON LEFT
 HX2952'AND ETT.  FROM HERE A FOUR WHEEL DRIVE CAN BE
 HX2952'DRIVEN UP CREEK BOTTOM ROAD FOR 0.45 MILE
 HX2952'TO A GATE.  CONTINUE ON TRACK ROAD FOR 0.25 MILE TO A TRIANGLE
 HX2952'BLAZED PINE TREE.  JUST AFTER
 HX2952'PASSING TREE TURN RIGHT AND FOLLOW TRACK ROAD CROSSING OLD ORCHARD
 HX2952'FOR 0.3 MILE TO EDGE OF WOODS.
 HX2952'CONTINUE NORTHERLY ON CLEARED ROAD FOR ABOUT 0.4 MILE TO THE HIGHEST
 HX2952'POINT AND STATION AS DESCRIBED.
 HX2952'
 HX2952'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1453 ***********************************************************************
 JW1453  DESIGNATION -  FLAT RIDGE WESTERLY CAIRN 1956
 JW1453  PID         -  JW1453
 JW1453  STATE/COUNTY-  WV/HAMPSHIRE
 JW1453  USGS QUAD   -  RIO (1970)
 JW1453
 JW1453                         *CURRENT SURVEY CONTROL
 JW1453  ___________________________________________________________________
 JW1453* NAD 83(1995)-  39 07 38.09381(N)    078 38 21.38915(W)     ADJUSTED  
 JW1453* NAVD 88     -                                                        
 JW1453  ___________________________________________________________________
 JW1453  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 JW1453  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JW1453
 JW1453  HORZ ORDER  -  THIRD
 JW1453
 JW1453.The horizontal coordinates were established by classical geodetic methods
 JW1453.and adjusted by the National Geodetic Survey in April 1998..
 JW1453
 JW1453
 JW1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1453
 JW1453.The geoid height was determined by GEOID03.
 JW1453
 JW1453;                    North         East     Units Scale Factor Converg.
 JW1453;SPC WV N     -    69,991.735   674,425.048   MT  0.99997838   +0 32 56.2
 JW1453;UTM  17      - 4,333,551.348   704,064.566   MT  1.00011277   +1 29 24.9
 JW1453
 JW1453                          SUPERSEDED SURVEY CONTROL
 JW1453
 JW1453  NAD 83(1995)-  39 07 38.09748(N)    078 38 21.38778(W) AD(       ) 4
 JW1453  NAD 83(1995)-  39 07 38.09762(N)    078 38 21.39265(W) AD(       ) 4
 JW1453  NAD 83(1986)-  39 07 38.09798(N)    078 38 21.39214(W) AD(       ) 4
 JW1453  NAD 27      -  39 07 37.71700(N)    078 38 22.34700(W) AD(       ) 3
 JW1453
 JW1453.Superseded values are not recommended for survey control.
 JW1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1453.See file dsdata.txt to determine how the superseded data were derived.
 JW1453
 JW1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD0406533551(NAD 83)
 JW1453_MARKER: 72 = CAIRN
 JW1453
 JW1453  HISTORY     - Date     Condition        Report By
 JW1453  HISTORY     - 1956     FIRST OBSERVED   CGS
 JW1453
 JW1453                          STATION DESCRIPTION
 JW1453
 JW1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1453'THE STATION IS LOCATED ABOUT 8-1/4 MILES AIRLINE NORTHEAST OF
 JW1453'BAKER, 4-1/4 MILES
 JW1453'AIRLINE NORTHWEST OF WARDENSVILLE, 1-3/4 MILES SOUTHEAST OF RIO, AT
 JW1453'THE SOUTHWEST END OF FLAT RIDGE.
 JW1453'STATION IS REACHED AS FOLLOWS, FROM THE JUNCTION OF STATE HIGHWAYS 55
 JW1453'AND 259 AT BAKER, GO
 JW1453'NORTHEAST ON STATE HIGHWAY 55 FOR 1.7 MILES TO A PAVED ROAD ON THE
 JW1453'LEFT, TURN LEFT, NORTH, AND GO 5.4
 JW1453'MILES TO A SIDE ROAD ON THE RIGHT AND CHICKEN HOUSES ON
 JW1453'THE LEFT, TURN RIGHT AND GO 0.5 MILES TO A
 JW1453'FORK, TAKE THE RIGHT FORK, MAIN ROAD, AND
 JW1453'GO EASTERLY FOR 1.8 MILES TO A SIDE ROAD ON THE RIGHT AT THE
 JW1453'CREST OF THE RIDGE, CONTINUE
 JW1453'STRAIGHT AHEAD, EAST FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT, TURN
 JW1453'LEFT, NORTHERLY, ON A TRACK
 JW1453'ROAD AND GO 0.6 MILE TO THE SUMMIT OF THE MOUNTAIN AND THE
 JW1453'STATION ON THE RIGHT.
 JW1453'
 JW1453'THE CAIRN IS ABOUT 4 FEET HIGH AND 4 FEET IN DIAMETER AT ITS BASE.
 JW1453'IT IS THE MOST WESTERLY ONE OF
 JW1453'FOUR CAIRNS.  IT IS 195.30 FEET, (59.527) METERS NORTHEAST OF
 JW1453'TRIANGULATION STATION DUTCH.  THE CENTER
 JW1453'OF THE CAIRN WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3013 ***********************************************************************
 HX3013  DESIGNATION -  FOLA
 HX3013  PID         -  HX3013
 HX3013  STATE/COUNTY-  WV/CLAY
 HX3013  USGS QUAD   -  LOCKWOOD (1976)
 HX3013
 HX3013                         *CURRENT SURVEY CONTROL
 HX3013  ___________________________________________________________________
 HX3013* NAD 83(1995)-  38 21 40.74304(N)    081 07 13.65219(W)     ADJUSTED  
 HX3013* NAVD 88     -       671.2    (meters)    2202.     (feet)  VERTCON   
 HX3013  ___________________________________________________________________
 HX3013  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 HX3013  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HX3013
 HX3013  HORZ ORDER  -  THIRD
 HX3013
 HX3013.The horizontal coordinates were established by classical geodetic methods
 HX3013.and adjusted by the National Geodetic Survey in April 1998..
 HX3013
 HX3013.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3013
 HX3013.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3013
 HX3013.The geoid height was determined by GEOID03.
 HX3013
 HX3013;                    North         East     Units Scale Factor Converg.
 HX3013;SPC WV S     -   151,098.181   589,472.652   MT  0.99993043   -0 04 28.1
 HX3013;UTM  17      - 4,245,912.050   489,476.126   MT  0.99960136   -0 04 29.1
 HX3013
 HX3013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3013!SPC WV S     -   0.99989974  x   0.99993043  =   0.99983018
 HX3013!UTM  17      -   0.99989974  x   0.99960136  =   0.99950114
 HX3013
 HX3013|---------------------------------------------------------------------|
 HX3013| PID    Reference Object                     Distance      Geod. Az  |
 HX3013|                                                           dddmmss.s |
 HX3013| DC3401 FOLA RM 1                             7.012 METERS 02351     |
 HX3013| HX3015 BIRD                                APPROX.11.2 KM 2420140.6 |
 HX3013| DC3402 FOLA RM 2                             7.038 METERS 24401     |
 HX3013|---------------------------------------------------------------------|
 HX3013
 HX3013                          SUPERSEDED SURVEY CONTROL
 HX3013
 HX3013  NAD 83(1986)-  38 21 40.75135(N)    081 07 13.66102(W) AD(       ) 3
 HX3013  NAD 27      -  38 21 40.36870(N)    081 07 14.28150(W) AD(       ) 3
 HX3013  NGVD 29 (07/19/86)  671.4    (m)         2203.     (f) VERT ANG       
 HX3013
 HX3013.Superseded values are not recommended for survey control.
 HX3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3013.See file dsdata.txt to determine how the superseded data were derived.
 HX3013
 HX3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC8947645912(NAD 83)
 HX3013_MARKER: DS = TRIANGULATION STATION DISK
 HX3013_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX3013_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX3013
 HX3013  HISTORY     - Date     Condition        Report By
 HX3013  HISTORY     - 1961     MONUMENTED       CGS
 HX3013
 HX3013                          STATION DESCRIPTION
 HX3013
 HX3013'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX3013'STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED HILL ABOUT 7.0
 HX3013'MILES
 HX3013'SOUTH-SOUTHWEST OF CLAY.  STATION, A STANDARD DISK SET IN CONCRETE
 HX3013'IN THE TOP OF A 4 INCH
 HX3013'TILE PIPE AND STAMPED FOLA 1961 IS 10-1/2 FEET SOUTH
 HX3013'OF A 12 INCH TREE WITH TRIANGLE BLAZE, 9
 HX3013'1/2 FEET EAST OF A TWIN TRUNK TREE
 HX3013'WITH TRIANGLE BLAZE, 5 FEET NORTH OF A 10 INCH TREE WITH
 HX3013'TRIANGLE BLAZE AND
 HX3013'5.0 FEET WEST OF A STEEL WITHNESS POST WITH METAL SIGN.  THE MARK
 HX3013'PROJECTS 6 INCHES.
 HX3013'
 HX3013'TO REACH FROM THE POST OFFICE IN CLAY, GO WEST AND SOUTH ON STATE
 HX3013'HIGHWAY NO. 16 FOR 7.5
 HX3013'MILES TO SIDE ROAD LEFT AT SIGN LEATHERWOOD.  TURN
 HX3013'LEFT AND GO 0.4 MILE TO FORKS.
 HX3013'TAKE RIGHT FORK AND GO 1.0 MILE TO T ROAD
 HX3013'RIGHT.  TURN RIGHT, CROSS SMALL BRIDGE AND GO WEST
 HX3013'FOR 0.7 MILE TO FORKS.
 HX3013'TAKE RIGHT FORK AND GO 0.35 MILE TO CREST OF SADDLE AND MR. DEWEY
 HX3013'BROWNS RESIDENCE ON
 HX3013'RIGHT.  THIS IS END OF TRUCK TRAVEL.  PACK NORTH-NORTHEAST
 HX3013'UP HILL FOR ABOUT 0.25 MILE TO
 HX3013'HIGHEST PART OF HILL AND STATION AS  DESCRIBED.
 HX3013'
 HX3013'REFERENCE MARK NO. 1, A STANDARD DISK SET IN CONCRETE IN THE TOP OF A
 HX3013'4 INCH TILE PIPE
 HX3013'AND STAMPED FOLA NO 1 1961 IS 23 FEET NORTH OF A TWIN
 HX3013'TRUNK TREE WITH TRIANGLE BLAZE, 23
 HX3013'FEET NORTH OF WITNESS POST AND 2 FEET
 HX3013'WEST OF FENCELINE.  THE MARK PROJECTS 6 INCHES.
 HX3013'
 HX3013'REFERENCE MARK NO. 2, A STANDARD DISK SET IN CONCRETE IN THE TOP OF
 HX3013'A 4 INCH TILE PIPE
 HX3013'AND STAMPED FOLA NO 2 1961 IS 20 FEET WEST OF A 15 INCH
 HX3013'TREE WITH TRIANGLE BLAZE AND 20-1/2
 HX3013'FEET SOUTHWEST OF A TREE WITH TRIANGLE
 HX3013'BLAZE.  THE MARK PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1870 ***********************************************************************
 JX1870  DESIGNATION -  FORDYCE
 JX1870  PID         -  JX1870
 JX1870  STATE/COUNTY-  WV/WETZEL
 JX1870  USGS QUAD   -  HUNDRED (1976)
 JX1870
 JX1870                         *CURRENT SURVEY CONTROL
 JX1870  ___________________________________________________________________
 JX1870* NAD 83(1995)-  39 43 15.38024(N)    080 29 11.16474(W)     ADJUSTED  
 JX1870* NAVD 88     -       501.     (meters)    1644.     (feet)  SCALED    
 JX1870  ___________________________________________________________________
 JX1870  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 JX1870  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JX1870
 JX1870  HORZ ORDER  -  SECOND
 JX1870
 JX1870.The horizontal coordinates were established by classical geodetic methods
 JX1870.and adjusted by the National Geodetic Survey in April 1998..
 JX1870
 JX1870.The orthometric height was scaled from a topographic map.
 JX1870
 JX1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1870
 JX1870.The geoid height was determined by GEOID03.
 JX1870
 JX1870;                    North         East     Units Scale Factor Converg.
 JX1870;SPC WV N     -   136,009.973   515,429.238   MT  0.99994211   -0 37 44.8
 JX1870;SPC PA S     -    46,672.910   365,405.004   MT  1.00004000   -1 46 31.4
 JX1870;SPC PA S     -   153,126.04  1,198,832.92   sFT  1.00004000   -1 46 31.4
 JX1870;UTM  17      - 4,396,910.984   544,015.824   MT  0.99962385   +0 19 41.5
 JX1870
 JX1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1870!SPC WV N     -   0.99992663  x   0.99994211  =   0.99986875
 JX1870!SPC PA S     -   0.99992663  x   1.00004000  =   0.99996663
 JX1870!UTM  17      -   0.99992663  x   0.99962385  =   0.99955051
 JX1870
 JX1870|---------------------------------------------------------------------|
 JX1870| PID    Reference Object                     Distance      Geod. Az  |
 JX1870|                                                           dddmmss.s |
 JX1870| JX1871 BOUNDARY MONUMENT WV PA 1941         41.861 METERS 02033     |
 JX1870| CX4520 FORDYCE AZ MK                                      0355931.2 |
 JX1870| CX4521 FORDYCE RM 1                          4.942 METERS 11053     |
 JX1870| JX1872 HUNDRED MICROWAVE TOWER             APPROX. 6.8 KM 1393501.7 |
 JX1870| CX4522 FORDYCE RM 2                          4.970 METERS 20605     |
 JX1870|---------------------------------------------------------------------|
 JX1870
 JX1870                          SUPERSEDED SURVEY CONTROL
 JX1870
 JX1870  NAD 83(1986)-  39 43 15.38535(N)    080 29 11.17259(W) AD(       ) 2
 JX1870  NAD 27      -  39 43 15.08320(N)    080 29 11.89410(W) AD(       ) 2
 JX1870
 JX1870.Superseded values are not recommended for survey control.
 JX1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1870.See file dsdata.txt to determine how the superseded data were derived.
 JX1870
 JX1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4401696911(NAD 83)
 JX1870_MARKER: DS = TRIANGULATION STATION DISK
 JX1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1870
 JX1870  HISTORY     - Date     Condition        Report By
 JX1870  HISTORY     - 1941     MONUMENTED       CGS
 JX1870  HISTORY     - 1963     GOOD             CGS
 JX1870
 JX1870                          STATION DESCRIPTION
 JX1870
 JX1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1870'THE STATION IS
 JX1870'LOCATED ABOUT 5
 JX1870'MILES W BY S OF THE VILLAGE OF GARRISON.  IT IS
 JX1870'ON THE HIGHEST POINT OF A PASTURE
 JX1870'KNOLL OWNED BY J.A. FORDYCE
 JX1870'WHO LIVES 0.05 MILE W OF THE STATION.  IT IS 145
 JX1870'FEET S OF A
 JX1870'FENCE LINE WHICH IS THE WEST VIRGINIA-PENNSYLVANIA STATE LINE.
 JX1870'IT IS STAMPED
 JX1870'FORDYCE 1941 AND PROJECTS 4 INCHES.
 JX1870'
 JX1870'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JX1870'DISKS SET IN CONCRETE.
 JX1870'
 JX1870'REFERENCE MARK NO. 1 IS STAMPED FORDYCE NO. 1 1941 AND PROJECTS
 JX1870'6 INCHES.
 JX1870'
 JX1870'REFERENCE MARK NO. 2 IS STAMPED FORDYCE NO. 2 1941 AND PROJECTS
 JX1870'6 INCHES.
 JX1870'
 JX1870'THE AZIMUTH MARK IS 130 FEET E OF A ROAD FORK, 10 FEET N OF
 JX1870'THE CENTER OF THE
 JX1870'ROAD.  IT IS A STANDARD COAST AND GEODETIC SURVEY
 JX1870'AZIMUTH MARK DISK SET FLUSH IN THE
 JX1870'TOP AND W END OF A 1- BY 5-FOOT
 JX1870'CONCRETE CULVERT HEAD ON THE N SIDE OF THE ROAD AND
 JX1870'IS STAMPED FORDYCE 1941.
 JX1870'
 JX1870'A TRAVERSE CONNECTION WAS MADE AND THE DIRECTION OBSERVED TO
 JX1870'A WEST VIRGINIA
 JX1870'PENNSYLVANIA BOUNDARY MONUMENT.  IT IS A SANDSTONE
 JX1870'POST 12 INCHES SQUARE WITH A
 JX1870'PYRAMIDAL TOP HAVING A 4-INCH SQUARE
 JX1870'TOP AND PROJECTING 2 FEET.  INCISED ON THE S
 JX1870'SIDE OF THE MONUMENT
 JX1870'ARE THE LETTERS W V, ON THE N SIDE P AND ON THE W SIDE THE
 JX1870'NUMERALS 1883.
 JX1870'
 JX1870'TO REACH THE STATION FROM THE POST OFFICE IN GARRISON, GO
 JX1870'WESTERLY ON A
 JX1870'MACADAM ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT, TURN
 JX1870'LEFT AND GO 0.6 MILE TO A FORKS,
 JX1870'TAKE THE RIGHT FORK AND FOLLOW FOR
 JX1870'1.3 MILES TO A FORKS.  FOLLOW THE LEFT FORK FOR 0.9
 JX1870'MILE TO A CROSS
 JX1870'ROAD, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A FORKS (THE AZIMUTH
 JX1870'MARK IS 130 FEET E
 JX1870'OF THIS ROAD FORK) TAKE THE LEFT FORK AND GO
 JX1870'0.75 MILE TO A T ROAD LEFT TURN LEFT
 JX1870'AND GO 0.25 MILE TO THE J.A.
 JX1870'FORDYCE FARMHOUSE AND THE END OF TRUCK TRAVEL.  FROM
 JX1870'HERE PROCEED
 JX1870'ON FOOT EASTERLY FOR ABOUT 0.05 MILE TO THE HIGHEST POINT OF THE
 JX1870'HILL AND THE STATION.
 JX1870
 JX1870                          STATION RECOVERY (1963)
 JX1870
 JX1870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1870'THE STATION, AND ALL MARKS WAS RECOVERED AND FOUND IN GOOD CONDITION.
 JX1870'THE DISTANCE TO REFERENCE MARKS
 JX1870'1, 2 AND THE AZIMUTH MARK CHECKED.  THE DISTANCE TO THE BOUNDARY
 JX1870'MONUMENT DID NOT CHECK BY 0.143 METERS
 JX1870'AND 0.47 FEET.  THE DIRECTION TO THE BOUNDARY MONUMENT
 JX1870'DID NOT CHECK BY 25.3 SECONDS.  THE DIRECTION TO
 JX1870'REFERENCE MARK 2 DID NOT CHECK
 JX1870'BY 3 MINUTES AND 06 SECONDS.  THE DIRECTION TO REFERENCE MARK 1 AND
 JX1870'THE AZIMUTH MARK CHECKED.  THE
 JX1870'DESCRIPTIONS ARE ADEQUATE.
 JX1870'
 JX1870'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1274 ***********************************************************************
 JW1274  DESIGNATION -  FORE
 JW1274  PID         -  JW1274
 JW1274  STATE/COUNTY-  WV/GRANT
 JW1274  USGS QUAD   -  MAYSVILLE (1995)
 JW1274
 JW1274                         *CURRENT SURVEY CONTROL
 JW1274  ___________________________________________________________________
 JW1274* NAD 83(1995)-  39 07 29.21296(N)    079 14 47.21119(W)     ADJUSTED  
 JW1274* NAVD 88     -       807.1    (meters)    2648.     (feet)  VERTCON   
 JW1274  ___________________________________________________________________
 JW1274  LAPLACE CORR-         -11.50  (seconds)                    DEFLEC99
 JW1274  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JW1274
 JW1274  HORZ ORDER  -  THIRD
 JW1274
 JW1274.The horizontal coordinates were established by classical geodetic methods
 JW1274.and adjusted by the National Geodetic Survey in April 1998..
 JW1274
 JW1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1274
 JW1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1274
 JW1274.The geoid height was determined by GEOID03.
 JW1274
 JW1274;                    North         East     Units Scale Factor Converg.
 JW1274;SPC WV N     -    69,392.277   621,925.211   MT  0.99997875   +0 09 42.2
 JW1274;UTM  17      - 4,332,087.796   651,580.991   MT  0.99988292   +1 06 24.2
 JW1274
 JW1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1274!SPC WV N     -   0.99987829  x   0.99997875  =   0.99985704
 JW1274!UTM  17      -   0.99987829  x   0.99988292  =   0.99976122
 JW1274
 JW1274|---------------------------------------------------------------------|
 JW1274| PID    Reference Object                     Distance      Geod. Az  |
 JW1274|                                                           dddmmss.s |
 JW1274| CX4524 FORE RM 1                            16.548 METERS 20626     |
 JW1274| CX4525 FORE RM 2                            47.619 METERS 31829     |
 JW1274| CX4523 FORE AZ MK                                         3515049.5 |
 JW1274|---------------------------------------------------------------------|
 JW1274
 JW1274                          SUPERSEDED SURVEY CONTROL
 JW1274
 JW1274  NAD 83(1995)-  39 07 29.22124(N)    079 14 47.21973(W) AD(       ) 3
 JW1274  NAD 83(1986)-  39 07 29.22179(N)    079 14 47.22005(W) AD(       ) 3
 JW1274  NAD 27      -  39 07 28.82440(N)    079 14 48.07290(W) AD(       ) 3
 JW1274  NGVD 29 (07/19/86)  807.2    (m)         2648.     (f) VERT ANG       
 JW1274
 JW1274.Superseded values are not recommended for survey control.
 JW1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1274.See file dsdata.txt to determine how the superseded data were derived.
 JW1274
 JW1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD5158132088(NAD 83)
 JW1274_MARKER: DS = TRIANGULATION STATION DISK
 JW1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1274
 JW1274  HISTORY     - Date     Condition        Report By
 JW1274  HISTORY     - 1956     MONUMENTED       CGS
 JW1274
 JW1274                          STATION DESCRIPTION
 JW1274
 JW1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1274'THE STATION IS LOCATED AIRLINE, ABOUT 11 MILES NORTHWEST OF
 JW1274'PETERSBURG, ABOUT 4-1/2 MILES
 JW1274'WEST OF MAYSVILLE, AND ABOUT 3 MILES EAST OF STONY RIVER DAM ON THE
 JW1274'HIGHEST POINT OF A LOW TIMBERED HILL
 JW1274'AND IS ON THE EAST SIDE OF THE ROAD LEADING TO STONY RIVER DAM.
 JW1274'
 JW1274'THE STATION IS A STANDARD DISK STAMPED FORE 1956 SET IN TOP OF A
 JW1274'10-INCH SQUARE CONCRETE
 JW1274'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 32
 JW1274'FEET EAST OF THE CENTER LINE OF
 JW1274'THE ROAD AND 12 FEET EAST OF A WHITE WITNESS POST.
 JW1274'
 JW1274'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FORE NO 1 1956
 JW1274'SET IN TOP OF A 10-INCH SQUARE
 JW1274'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND
 JW1274'IS ABOUT THE SAME ELEVATION AS THE
 JW1274'STATION.  IT IS 24 FEET WEST OF THE CENTER LINE OF THE ROAD.
 JW1274'
 JW1274'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FORE NO 2 1956
 JW1274'SET IN TOP OF A 10-INCH SQUARE
 JW1274'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND
 JW1274'IS ABOUT THE SAME ELEVATION AS THE
 JW1274'STATION.  IT IS 31 FEET EAST OF THE CENTER LINE OF THE ROAD.
 JW1274'
 JW1274'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FORE 1956 SET IN A DRILL
 JW1274'HOLE IN A LARGE BOULDER
 JW1274'WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS LOCATED IN THE
 JW1274'NORTHWEST CORNER OF A CLEARED FIELD, ABOUT
 JW1274'50 YARDS EAST OF THE CENTER LINE OF THE ROAD AND
 JW1274'ABOUT 50 FEET NORTH OF AN OLD SHACK.
 JW1274'
 JW1274'THE SUB-STATION IS THE JUNCTION OF THE CENTERLINES OF A FORK IN THE
 JW1274'ROAD WEST-NORTHWEST OF THE STATION.
 JW1274'
 JW1274'TO REACH THE STATION FROM THE MAYSVILLE CONSOLIDATED SCHOOL IN
 JW1274'MAYSVILLE, GO WESTERLY ON STATE
 JW1274'HIGHWAY 42 FOR 2.45 MILES TO A SIDE ROAD, LEFT AND A SIGN JORDAN RUN,
 JW1274'TURN LEFT OFF THE HIGHWAY AND
 JW1274'FOLLOW THE GRAVELED SIDE ROAD SOUTHERLY FOR 2.1 MILES TO A SIDE
 JW1274'ROAD, RIGHT AND A SIGN STONY RIVER DAM
 JW1274'POSTED, TURN RIGHT ON THE SIDE ROAD AND GO WESTERLY
 JW1274'ON THE MAIN TRAVELED ROAD FOR 2.2 MILES TO THE TOP OF THE
 JW1274'GRADE, A WHITE WITNESS POST
 JW1274'AND THE STATION ON THE RIGHT, EAST SIDE.
 JW1274'
 JW1274'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON THE ROAD
 JW1274'FOR 0.25 MILE TO THE TOP OF A
 JW1274'SMALL RISE AND A MEDIUM SIZED OAK TREE WITH A TRIANGULAR BLAZE ON THE
 JW1274'LEFT SIDE.  WALK EASTERLY THROUGH
 JW1274'THE TREES FOR ABOUT 50 YARDS TO THE NORTHWEST EDGE OF A
 JW1274'CLEARED FIELD, AN OLD SHACK AND THE AZIMUTH MARK.
 JW1274'
 JW1274'HEIGHT OF LIGHT ABOVE STATION MARK - 22.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1974 ***********************************************************************
 JX1974  DESIGNATION -  FORK RIDGE
 JX1974  PID         -  JX1974
 JX1974  STATE/COUNTY-  WV/MARSHALL
 JX1974  USGS QUAD   -  CAMERON (1988)
 JX1974
 JX1974                         *CURRENT SURVEY CONTROL
 JX1974  ___________________________________________________________________
 JX1974* NAD 83(1995)-  39 52 25.82745(N)    080 35 10.44609(W)     ADJUSTED  
 JX1974* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 JX1974  ___________________________________________________________________
 JX1974  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 JX1974  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX1974
 JX1974  HORZ ORDER  -  THIRD
 JX1974
 JX1974.The horizontal coordinates were established by classical geodetic methods
 JX1974.and adjusted by the National Geodetic Survey in April 1998..
 JX1974
 JX1974.The orthometric height was scaled from a topographic map.
 JX1974
 JX1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1974
 JX1974.The geoid height was determined by GEOID03.
 JX1974
 JX1974;                    North         East     Units Scale Factor Converg.
 JX1974;SPC WV N     -   153,083.332   507,078.627   MT  0.99995007   -0 41 34.0
 JX1974;UTM  17      - 4,413,836.862   535,383.822   MT  0.99961541   +0 15 55.0
 JX1974
 JX1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1974!SPC WV N     -   0.99993359  x   0.99995007  =   0.99988366
 JX1974!UTM  17      -   0.99993359  x   0.99961541  =   0.99954902
 JX1974
 JX1974|---------------------------------------------------------------------|
 JX1974| PID    Reference Object                     Distance      Geod. Az  |
 JX1974|                                                           dddmmss.s |
 JX1974| CX4527 FORK RIDGE RM 1                       9.349 METERS 07150     |
 JX1974| CX4526 FORK RIDGE AZ MK                                   0791310.1 |
 JX1974| CX4528 FORK RIDGE RM 2                      16.583 METERS 16015     |
 JX1974| JX1973 CAMERON RADIO STA KNJ 54 MAST        32.594 METERS 20514     |
 JX1974|---------------------------------------------------------------------|
 JX1974
 JX1974                          SUPERSEDED SURVEY CONTROL
 JX1974
 JX1974  NAD 83(1986)-  39 52 25.83431(N)    080 35 10.45298(W) AD(       ) 3
 JX1974  NAD 27      -  39 52 25.55300(N)    080 35 11.17250(W) AD(       ) 3
 JX1974
 JX1974.Superseded values are not recommended for survey control.
 JX1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1974.See file dsdata.txt to determine how the superseded data were derived.
 JX1974
 JX1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE3538413837(NAD 83)
 JX1974_MARKER: DS = TRIANGULATION STATION DISK
 JX1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1974_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1974
 JX1974  HISTORY     - Date     Condition        Report By
 JX1974  HISTORY     - 1963     MONUMENTED       CGS
 JX1974
 JX1974                          STATION DESCRIPTION
 JX1974
 JX1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1974'THE STATION IS ABOUT 9 MILES EAST SOUTHEAST OF MOUNDSVILLE, 3.5 MILES
 JX1974'NORTH NORTHEAST OF
 JX1974'CAMERON, ON PROPERTY OWNED BY MISS BESSIE COX.  IT IS 34 FEET
 JX1974'SOUTHEAST OF A WITNESS POST, 60
 JX1974'FEET SOUTHEAST OF THE CENTERLINE OF FORK RIDGE ROAD, 7 FEET
 JX1974'WEST OF THE NORTHEAST GUY WIRE FOR
 JX1974'MICRO-WAVE TOWER AND 72 FEET NORTH OF THE NORTHWEST
 JX1974'CORNER OF CYCLONE FENCE ENCLOSURE.  THE MONUMENT IS
 JX1974'FLUSH AND THE DISK IS
 JX1974'STAMPED FORK RIDGE 1963.
 JX1974'
 JX1974'TO REACH THE STATION FROM THE RAILROAD STATION IN CAMERON, GO NORTH
 JX1974'ON U.S.  HIGHWAY 250 AND
 JX1974'STATE HIGHWAY 89 FOR 0.05 MILE TO STOP LIGHT AND T INTERSECTION.
 JX1974'TURN RIGHT AND GO 3.7 MILES ON
 JX1974'U.S. HIGHWAY 250 AND STATE HIGHWAY 89 TO JUNCTION,
 JX1974'U.S. HIGHWAY 250 CONTINUES AHEAD AND STATE
 JX1974'HIGHWAY 89 TURNS RIGHT.  CONTINUE AHEAD
 JX1974'ON U.S. HIGHWAY 250 FOR 2.05 MILES TO AZIMUTH MARK ON THE
 JX1974'LEFT, CONTINUE WESTERLY FOR
 JX1974'0.1 MILE TO FORK RIDGE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST
 JX1974'FOR 0.2 MILE TO GATE ON THE
 JX1974'LEFT AND STATION AS DESCRIBED.
 JX1974'
 JX1974'R.M. 1 IS 63 FEET SOUTHEAST OF THE CENTERLINE OF FORK RIDGE ROAD, 53
 JX1974'FEET EAST OF A WITNESS
 JX1974'POST, 75 FEET SOUTHWEST OF THE SOUTHWEST GATE POST AND THE MONUMENT
 JX1974'PROJECTS 1 INCH AND THE DISK IS
 JX1974'STAMPED FORK RIDGE NO 1 1963.
 JX1974'
 JX1974'R.M. 2 IS 33 FEET NORTH OF THE NORTHWEST CORNER OF CYCLONE FENCE
 JX1974'CORNER, 16 FEET
 JX1974'SOUTHEAST OF A GRAVELED DRIVEWAY, 87 FEET SOUTHEAST OF THE WITNESS
 JX1974'POST AND 128 FEET SOUTH OF
 JX1974'THE SOUTHWEST GATE POST.  THE MONUMENT PROJECTS 1 INCH AND
 JX1974'THE DISK IS STAMPED FORK RIDGE NO 2
 JX1974'1963.
 JX1974'
 JX1974'THE AZIMUTH MARK IS 1 FOOT WEST OF A WITNESS POST, 6 INCHES NORTHEAST
 JX1974'OF A WIRE FENCE AND 19
 JX1974'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 250.  THE MONUMENT
 JX1974'PROJECTS 2 INCHES AND THE DISK IS
 JX1974'STAMPED FROK RIDGE 1963.
 JX1974'
 JX1974'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3089 ***********************************************************************
 HX3089  DESIGNATION -  FORT
 HX3089  PID         -  HX3089
 HX3089  STATE/COUNTY-  WV/KANAWHA
 HX3089  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3089
 HX3089                         *CURRENT SURVEY CONTROL
 HX3089  ___________________________________________________________________
 HX3089* NAD 83(1995)-  38 21 07.22992(N)    081 39 18.19201(W)     ADJUSTED  
 HX3089* NAVD 88     -       307.9    (meters)    1010.     (feet)  VERTCON   
 HX3089  ___________________________________________________________________
 HX3089  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 HX3089  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HX3089
 HX3089  HORZ ORDER  -  FIRST
 HX3089
 HX3089.The horizontal coordinates were established by classical geodetic methods
 HX3089.and adjusted by the National Geodetic Survey in April 1998..
 HX3089
 HX3089.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3089
 HX3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3089
 HX3089.The geoid height was determined by GEOID03.
 HX3089
 HX3089;                    North         East     Units Scale Factor Converg.
 HX3089;SPC WV S     -   150,260.391   542,745.646   MT  0.99992994   -0 24 17.8
 HX3089;UTM  17      - 4,245,075.268   442,763.771   MT  0.99964034   -0 24 23.3
 HX3089
 HX3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3089!SPC WV S     -   0.99995688  x   0.99992994  =   0.99988682
 HX3089!UTM  17      -   0.99995688  x   0.99964034  =   0.99959723
 HX3089
 HX3089:                Primary Azimuth Mark                     Grid Az
 HX3089:SPC WV S     -  CHARLESTON D BOONE HOTEL TK              091 31 25.0
 HX3089:UTM  17      -  CHARLESTON D BOONE HOTEL TK              091 31 30.5
 HX3089
 HX3089|---------------------------------------------------------------------|
 HX3089| PID    Reference Object                     Distance      Geod. Az  |
 HX3089|                                                           dddmmss.s |
 HX3089| HX3062 CHARLESTON D BOONE HOTEL TK         APPROX. 2.0 KM 0910707.2 |
 HX3089| HX3065 CHARLESTON CITY POLICE MAST         APPROX. 2.0 KM 0940314.0 |
 HX3089| HX3087 CHARLESTON S HILLS MUN TANK         APPROX. 1.3 KM 1363035.0 |
 HX3089| HX3091 FORT 1944 A PT                       35.701 METERS 14112     |
 HX3089| HX3069 CHARLESTON LOUDEN HTS MUN TK        APPROX. 3.4 KM 1594030.1 |
 HX3089| DC3418 FORT RM 1                            21.914 METERS 20724     |
 HX3089| DC3419 FORT RM 2                            23.858 METERS 27901     |
 HX3089| HX3086 S CHARLESTON C C CHEM CORP STK      APPROX. 2.3 KM 3104406.0 |
 HX3089|---------------------------------------------------------------------|
 HX3089
 HX3089                          SUPERSEDED SURVEY CONTROL
 HX3089
 HX3089  NAD 83(1995)-  38 21 07.23696(N)    081 39 18.19712(W) AD(       ) 1
 HX3089  NAD 83(1986)-  38 21 07.23795(N)    081 39 18.19824(W) AD(       ) 1
 HX3089  NAD 27      -  38 21 06.89100(N)    081 39 18.75200(W) AD(       ) 1
 HX3089  NGVD 29 (07/19/86)  308.1    (m)         1011.     (f) VERT ANG       
 HX3089
 HX3089.Superseded values are not recommended for survey control.
 HX3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3089.See file dsdata.txt to determine how the superseded data were derived.
 HX3089
 HX3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4276445075(NAD 83)
 HX3089_MARKER: DS = TRIANGULATION STATION DISK
 HX3089_SETTING: 0 = UNSPECIFIED SETTING
 HX3089
 HX3089  HISTORY     - Date     Condition        Report By
 HX3089  HISTORY     - 1944     MONUMENTED       CGS
 HX3089  HISTORY     - 1961     GOOD             CGS
 HX3089  HISTORY     - 1973     GOOD             NGS
 HX3089  HISTORY     - 1975     GOOD             NGS
 HX3089
 HX3089                          STATION DESCRIPTION
 HX3089
 HX3089'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3089'STATION IS LOCATED
 HX3089'ABOUT 3/4 MILE S
 HX3089'OF THE CENTER OF CHARLESTON, ON THE SW BANK OF
 HX3089'THE KANAWHA RIVER, ABOUT 1/2 MILE
 HX3089'WSW OF THE MOUTH OF THE ELK
 HX3089'RIVER.  IT IS SITUATED ON THE SUMMIT OF A HILL KNOWN
 HX3089'LOCALLY AS
 HX3089'FORT HILL AND OWNED BY THE FORT HILL DEVELOPMENT COMPANY.  IT IS
 HX3089'SITUATED ON AN
 HX3089'EMBANKMENT AT THE E EDGE OF THE OLD FORT, 44 FEET
 HX3089'S OF A DIM ENTRANCE ROAD, 32 FEET
 HX3089'W OF A DRIVE WHICH ENCIRCLES
 HX3089'THE TOP OF THE HILL AND FORT, AND 9 FEET SW OF A
 HX3089'WITNESS POST.
 HX3089'THE DISK IS STAMPED FORT 1944 AND IS FLUSH WITH THE SURFACE OF
 HX3089'THE GROUND.
 HX3089'
 HX3089'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3089'DISKS SET IN CONCRETE.
 HX3089'
 HX3089'REFERENCE MARK 1 IS NEAR THE N EDGE OF AN EMBANKMENT.  IT IS
 HX3089'STAMPED FORT NO 1
 HX3089'1944 AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 HX3089'
 HX3089'REFERENCE MARK 2 IS ON AN EMBANKMENT AT THE W EDGE OF THE
 HX3089'FORT.  IT IS
 HX3089'STAMPED FORT NO 2 1944 AND PROJECTS ABOUT 3 INCHES
 HX3089'ABOVE THE GROUND.
 HX3089'
 HX3089'NO AZIMUTH MARK WAS ESTABLISHED AS STATIONS BOULEVARD AND
 HX3089'FORT ARE
 HX3089'INTERVISIBLE FROM THE GROUND.
 HX3089'
 HX3089'TO REACH THE STATION FROM THE NW JCT. OF U.S. HIGHWAY 119
 HX3089'AND U.S. HIGHWAY
 HX3089'60 AT CHARLESTON, GO NW AND SW ON HIGHWAY 60
 HX3089'FOR 2.4 MILES TO THE JUNCTION OF
 HX3089'STATE HIGHWAY 13 AT THE FAR END
 HX3089'OF THE KANAWHA RIVER BRIDGE.  TURN LEFT ON STATE
 HX3089'HIGHWAY 13 AND
 HX3089'GO 2.1 MILES TO A SURFACED ROAD RIGHT AT A ROCK QUARRY.  TURN
 HX3089'RIGHT FOR 0.25
 HX3089'MILE, THEN RIGHT FOR 0.05 MILE TO A T-ROAD LEFT.
 HX3089'KEEP RIGHT OR STRAIGHT AHEAD FOR
 HX3089'0.2 MILE, THEN TAKE LEFT FORK
 HX3089'(SURFACED) FOR 0.35 MILE TO THE TOP OF THE HILL,
 HX3089'THE OLD FORT AND
 HX3089'THE STATION.  A ROAD ENCIRCLES THE TOP OF THE HILL AND THE STATION
 HX3089'IS W OF THE MOST
 HX3089'E POINT OF THIS ROAD.
 HX3089'
 HX3089'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HX3089
 HX3089                          STATION RECOVERY (1961)
 HX3089
 HX3089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 HX3089'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 HX3089'BY F.N. IN 1944 AND
 HX3089'WERE FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 HX3089'NOT SEARCHED FOR THIS DATE.
 HX3089
 HX3089                          STATION RECOVERY (1973)
 HX3089
 HX3089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 HX3089'THE STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 WERE RECOVERED AS
 HX3089'DESCRIBED BY F.N. IN 1944 AND ALL MARKS WERE IN GOOD CONDITION.
 HX3089'
 HX3089'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE ADEQUATE
 HX3089'HOWEVER, THE ROADS ARE SUBJECT TO CHANGE DUE TO ROAD CONSTRUCTION.
 HX3089'
 HX3089'THE HORIZONTAL DISTANCE AND DIRECTION CHECKED TO THE REFERENCE
 HX3089'MARKS.
 HX3089'
 HX3089'TRIANGULATION STATION BOULEVARD 1944, USED FOR AN AZIMUTH MARK
 HX3089'FOR THIS STATION, HAS BEEN DESTROYED BY ROAD CONSTRUCTION.
 HX3089'
 HX3089'NO AZIMUTH MARK ESTABLISHED AT THIS TIME.
 HX3089'
 HX3089'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3/4 MILE
 HX3089'SOUTH OF CHARLESTON.
 HX3089
 HX3089                          STATION RECOVERY (1975)
 HX3089
 HX3089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (B)
 HX3089'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HX3089'
 HX3089'RM 1 AND RM 2 WERE BOTH RECOVERED IN GOOD CONDITION.
 HX3089'
 HX3089'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILES SOUTH
 HX3089'CHARLESTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0923 ***********************************************************************
 HY0923  DESIGNATION -  FORT GAY 2
 HY0923  PID         -  HY0923
 HY0923  STATE/COUNTY-  WV/WAYNE
 HY0923  USGS QUAD   -  LOUISA (1993)
 HY0923
 HY0923                         *CURRENT SURVEY CONTROL
 HY0923  ___________________________________________________________________
 HY0923* NAD 83(1986)-  38 07 07.     (N)    082 35 56.     (W)     SCALED    
 HY0923* NAVD 88     -       175.097  (meters)     574.46   (feet)  ADJUSTED  
 HY0923  ___________________________________________________________________
 HY0923  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY0923  DYNAMIC HT  -         174.974 (meters)     574.06  (feet)  COMP
 HY0923  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 HY0923
 HY0923  VERT ORDER  -  SECOND    CLASS 0
 HY0923
 HY0923.The horizontal coordinates were scaled from a topographic map and have
 HY0923.an estimated accuracy of +/- 6 seconds.
 HY0923
 HY0923.The orthometric height was determined by differential leveling
 HY0923.and adjusted by the National Geodetic Survey in June 1991..
 HY0923
 HY0923.The geoid height was determined by GEOID03.
 HY0923
 HY0923.The dynamic height is computed by dividing the NAVD 88
 HY0923.geopotential number by the normal gravity value computed on the
 HY0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0923.degrees latitude (g = 980.6199 gals.).
 HY0923
 HY0923.The modeled gravity was interpolated from observed gravity values.
 HY0923
 HY0923;                    North         East    Units  Estimated Accuracy
 HY0923;SPC WV S     -   125,360.      459,810.      MT  (+/- 180 meters Scaled)
 HY0923
 HY0923                          SUPERSEDED SURVEY CONTROL
 HY0923
 HY0923  NGVD 29 (??/??/92)  175.313  (m)          575.17   (f) ADJ UNCH    2 0
 HY0923
 HY0923.Superseded values are not recommended for survey control.
 HY0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0923.See file dsdata.txt to determine how the superseded data were derived.
 HY0923
 HY0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC598201(NAD 83)
 HY0923_MARKER: DB = BENCH MARK DISK
 HY0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0923_STAMPING: FORT GAY 2 1935
 HY0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0923+STABILITY: SURFACE MOTION
 HY0923
 HY0923  HISTORY     - Date     Condition        Report By
 HY0923  HISTORY     - 1935     MONUMENTED       CGS
 HY0923  HISTORY     - 1957     GOOD             NGS
 HY0923
 HY0923                          STATION DESCRIPTION
 HY0923
 HY0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0923'AT FORT GAY.
 HY0923'AT FORT GAY, ALONG THE NORFOLK AND WESTERN RAILWAY, AT THE
 HY0923'FIRST STREET CROSSING SOUTHEAST OF THE STATION, NEAR THE
 HY0923'SOUTHWEST END OF A GARDEN, 57 1/2 FEET NORTHEAST OF NORTHEAST
 HY0923'RAIL OF NORTHEAST MAIN TRACK, 100 FEET SOUTHEAST OF CENTER OF
 HY0923'CROSSING OF STREET AND MAIN NORTHEAST TRACK, 32 FEET NORTHEAST
 HY0923'OF THE FIRST TELEPHONE POLE SOUTHEAST OF CROSSING, 28 1/2 FEET
 HY0923'SOUTHEAST OF SOUTH CORNER OF A SMALL HOUSE WITH ASBESTOS SIDING,
 HY0923'7 FEET NORTHEAST OF A FENCE LINE, ABOUT 3 FEET BELOW LEVEL OF
 HY0923'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0924 ***********************************************************************
 HY0924  DESIGNATION -  FORT GAY 3
 HY0924  PID         -  HY0924
 HY0924  STATE/COUNTY-  WV/WAYNE
 HY0924  USGS QUAD   -  LOUISA (1993)
 HY0924
 HY0924                         *CURRENT SURVEY CONTROL
 HY0924  ___________________________________________________________________
 HY0924* NAD 83(1986)-  38 07 03.     (N)    082 35 49.     (W)     SCALED    
 HY0924* NAVD 88     -       175.101  (meters)     574.48   (feet)  ADJUSTED  
 HY0924  ___________________________________________________________________
 HY0924  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY0924  DYNAMIC HT  -         174.978 (meters)     574.07  (feet)  COMP
 HY0924  MODELED GRAV-     979,922.4   (mgal)                       NAVD 88
 HY0924
 HY0924  VERT ORDER  -  SECOND    CLASS 0
 HY0924
 HY0924.The horizontal coordinates were scaled from a topographic map and have
 HY0924.an estimated accuracy of +/- 6 seconds.
 HY0924
 HY0924.The orthometric height was determined by differential leveling
 HY0924.and adjusted by the National Geodetic Survey in June 1991..
 HY0924
 HY0924.The geoid height was determined by GEOID03.
 HY0924
 HY0924.The dynamic height is computed by dividing the NAVD 88
 HY0924.geopotential number by the normal gravity value computed on the
 HY0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0924.degrees latitude (g = 980.6199 gals.).
 HY0924
 HY0924.The modeled gravity was interpolated from observed gravity values.
 HY0924
 HY0924;                    North         East    Units  Estimated Accuracy
 HY0924;SPC WV S     -   125,240.      459,980.      MT  (+/- 180 meters Scaled)
 HY0924
 HY0924                          SUPERSEDED SURVEY CONTROL
 HY0924
 HY0924  NGVD 29 (??/??/92)  175.317  (m)          575.19   (f) ADJ UNCH    2 0
 HY0924
 HY0924.Superseded values are not recommended for survey control.
 HY0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0924.See file dsdata.txt to determine how the superseded data were derived.
 HY0924
 HY0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC600200(NAD 83)
 HY0924_MARKER: DB = BENCH MARK DISK
 HY0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0924_STAMPING: FORT GAY 3 1935
 HY0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0924+STABILITY: SURFACE MOTION
 HY0924
 HY0924  HISTORY     - Date     Condition        Report By
 HY0924  HISTORY     - 1935     MONUMENTED       CGS
 HY0924  HISTORY     - 1957     GOOD             NGS
 HY0924
 HY0924                          STATION DESCRIPTION
 HY0924
 HY0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0924'AT FORT GAY.
 HY0924'AT FORT GAY, ABOUT 0.15 MILE SOUTHEAST ALONG THE NORFOLK AND
 HY0924'WESTERN RAILWAY FROM THE STATION, AT THE CROSSING OF STATE
 HY0924'HIGHWAY 37, 32 FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTHWEST
 HY0924'TRACK, 106 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY 37, 32 1/2
 HY0924'FEET EAST OF EAST CORNER OF A CONCRETE BLOCK 2-STORY BUILDING,
 HY0924'7 1/2 FEET SOUTH-SOUTHEAST OF TELEPHONE LINE BRACE POLE NO. E 62,
 HY0924'26 1/2 FEET NORTH OF NORTH CORNER OF A CONCRETE BLOCK 2-CAR
 HY0924'GARAGE, 2 FEET SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT 2 1/2
 HY0924'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 HY0924'ABOUT 8 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3090 ***********************************************************************
 HX3090  DESIGNATION -  FORT SCAMMON 1881
 HX3090  PID         -  HX3090
 HX3090  STATE/COUNTY-  WV/KANAWHA
 HX3090  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3090
 HX3090                         *CURRENT SURVEY CONTROL
 HX3090  ___________________________________________________________________
 HX3090* NAD 83(1995)-  38 21 06.33738(N)    081 39 16.76098(W)     ADJUSTED  
 HX3090* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 HX3090  ___________________________________________________________________
 HX3090  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 HX3090  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HX3090
 HX3090  HORZ ORDER  -  SECOND
 HX3090
 HX3090.The horizontal coordinates were established by classical geodetic methods
 HX3090.and adjusted by the National Geodetic Survey in April 1998..
 HX3090
 HX3090.The orthometric height was scaled from a topographic map.
 HX3090
 HX3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3090
 HX3090.The geoid height was determined by GEOID03.
 HX3090
 HX3090;                    North         East     Units Scale Factor Converg.
 HX3090;SPC WV S     -   150,232.627   542,780.195   MT  0.99992993   -0 24 16.9
 HX3090;UTM  17      - 4,245,047.511   442,798.309   MT  0.99964030   -0 24 22.4
 HX3090
 HX3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3090!SPC WV S     -   0.99995721  x   0.99992993  =   0.99988714
 HX3090!UTM  17      -   0.99995721  x   0.99964030  =   0.99959752
 HX3090
 HX3090:                Primary Azimuth Mark                     Grid Az
 HX3090:SPC WV S     -  ELK 1881                                 056 26 34.9
 HX3090:UTM  17      -  ELK 1881                                 056 26 40.4
 HX3090
 HX3090|---------------------------------------------------------------------|
 HX3090| PID    Reference Object                     Distance      Geod. Az  |
 HX3090|                                                           dddmmss.s |
 HX3090| HX3055 ELK 1881                            APPROX. 4.1 KM 0560218.0 |
 HX3090| HX3061 CHARLESTON FIRST BAPT CH SPIRE      APPROX. 2.0 KM 0843521.6 |
 HX3090| HX3076 CHARLESTON N METH CHURCH SPIRE      APPROX. 1.7 KM 0843803.8 |
 HX3090| HX3066 CHARLESTON OLD CAPITOL BELFRY       APPROX. 1.9 KM 0933932.6 |
 HX3090| HX3072 CHARLESTON COURTHOUSE SPIRE         APPROX. 1.4 KM 0935620.7 |
 HX3090| HX3059 CHARLESTON SOUTH METH CHURCH        APPROX. 2.0 KM 0943541.3 |
 HX3090| HX3060 CHARLESTON BAPTIST CHURCH           APPROX. 2.1 KM 0954557.4 |
 HX3090| HX3075 CHARLESTON SECOND PRESB CHURCH      APPROX. 1.7 KM 1004514.4 |
 HX3090| HX3077 CHARLESTON CATHOLIC CHURCH          APPROX. 1.9 KM 1051808.3 |
 HX3090|---------------------------------------------------------------------|
 HX3090
 HX3090                          SUPERSEDED SURVEY CONTROL
 HX3090
 HX3090  NAD 83(1995)-  38 21 06.34456(N)    081 39 16.76639(W) AD(       ) 2
 HX3090  NAD 83(1986)-  38 21 06.34567(N)    081 39 16.76732(W) AD(       ) 2
 HX3090  NAD 27      -  38 21 05.99000(N)    081 39 17.32800(W) AD(       ) 2
 HX3090
 HX3090.Superseded values are not recommended for survey control.
 HX3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3090.See file dsdata.txt to determine how the superseded data were derived.
 HX3090
 HX3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4279845048(NAD 83)
 HX3090_MARKER: N = NAIL
 HX3090_SETTING: 0 = UNSPECIFIED SETTING
 HX3090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX3090
 HX3090  HISTORY     - Date     Condition        Report By
 HX3090  HISTORY     - 1881     MONUMENTED       CGS
 HX3090  HISTORY     - 1929     SEE DESCRIPTION  USE
 HX3090
 HX3090                          STATION DESCRIPTION
 HX3090
 HX3090'DESCRIBED BY COAST AND GEODETIC SURVEY 1881 (ATM)
 HX3090'ON A HIGH
 HX3090'HILL OPPOSITE THE
 HX3090'MOUTH OF ELK RIVER.  THERE WAS A BATTERY HERE
 HX3090'DURING THE CIVIL WAR AND THE HILL IS
 HX3090'SOMETIMES CALLED BATTERY
 HX3090'HILL.  THE OLD RAMPARTS ARE ON THE HIGHEST PART OF THE
 HX3090'HILL AND THE
 HX3090'STATION IS AT THE NORTHEAST CORNER JUST OUTSIDE THE DITCH
 HX3090'AND JUST INSIDE OF THE
 HX3090'FENCE SEPARATING A CLEARED FIELD FROM
 HX3090'THE OLD FORT WHICH IS OVERGROWN WITH
 HX3090'TREES AND BUSHES.  THE STATION
 HX3090'IS MARKED BY A NAIL IN THE TOP OF A STAKE AND 2 FEET
 HX3090'UNDERGROUND
 HX3090'BY AN EARTHENWARE PYRAMID.  A BLACK WALNUT TREE IN THE
 HX3090'CLEARED FIELD IS
 HX3090'ABOUT 50 METERS N. 69 DEG 47 MIN E. (MAG.) FROM THE
 HX3090'STATION AND A HOLE DRILLED IN A
 HX3090'ROCK IS 3.05 METERS S. 48 DEG 07 MIN E.
 HX3090'(MAG.) FOUR OAK TREES, EACH MARKED WITH A BLAZE
 HX3090'AND A NAIL,
 HX3090'ARE AT THE FOLLOWING DISTANCES AND MAGNETIC DIRECTIONS FROM THE
 HX3090'STATION- 4.48
 HX3090'METERS S. 24 DEG 15 MIN E., 11.1 METERS S. 5 DEG 42 MIN W.,
 HX3090'11.9 METERS N 71 DEG 20 MIN W.,
 HX3090'AND 14.25 METERS N. 50 DEG 32 MIN W.
 HX3090
 HX3090                          STATION RECOVERY (1929)
 HX3090
 HX3090'RECOVERY NOTE BY US ENGINEERS 1929
 HX3090'THE FOLLOWING IS COPIED FROM LETTER FROM L. H. FITTS, ASST. ENGINEER,
 HX3090'U.S. ENGINEERS
 HX3090'OFFICE, CHARLESTON-KANAWHA, W. VA.,
 HX3090'DATED NOVEMBER 5, 1929-
 HX3090'
 HX3090'SEARCH WAS MADE FOR THE STATION AT FOR SCAMMON BUT IT
 HX3090'COULD NOT BE
 HX3090'LOCATED.  THERE HAS BEEN CONSIDERABLE DIGGING AROUND
 HX3090'THE OLD FORT AND I BELIEVE THE
 HX3090'STATION HAS BEEN DUG UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3458 ***********************************************************************
 HW3458  DESIGNATION -  FRANKLIN
 HW3458  PID         -  HW3458
 HW3458  STATE/COUNTY-  WV/PENDLETON
 HW3458  USGS QUAD   -  FRANKLIN (1995)
 HW3458
 HW3458                         *CURRENT SURVEY CONTROL
 HW3458  ___________________________________________________________________
 HW3458* NAD 83(1995)-  38 39 24.67620(N)    079 19 47.93075(W)     ADJUSTED  
 HW3458* NAVD 88     -       559.92   (+/-2cm)    1837.0    (feet)  VERTCON   
 HW3458  ___________________________________________________________________
 HW3458  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 HW3458  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HW3458
 HW3458  HORZ ORDER  -  THIRD
 HW3458  VERT ORDER  -  THIRD ? (See Below)
 HW3458
 HW3458.The horizontal coordinates were established by classical geodetic methods
 HW3458.and adjusted by the National Geodetic Survey in April 1998..
 HW3458
 HW3458.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3458.The vertical order pertains to the NGVD 29 superseded value.
 HW3458
 HW3458.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3458
 HW3458.The geoid height was determined by GEOID03.
 HW3458
 HW3458;                    North         East     Units Scale Factor Converg.
 HW3458;SPC WV S     -   185,205.431   745,350.181   MT  0.99995960   +1 01 56.6
 HW3458;UTM  17      - 4,280,021.524   645,310.342   MT  0.99986002   +1 02 36.1
 HW3458
 HW3458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3458!SPC WV S     -   0.99991704  x   0.99995960  =   0.99987665
 HW3458!UTM  17      -   0.99991704  x   0.99986002  =   0.99977707
 HW3458
 HW3458:                Primary Azimuth Mark                     Grid Az
 HW3458:SPC WV S     -  FRANKLIN AZ MK                           207 05 38.4
 HW3458:UTM  17      -  FRANKLIN AZ MK                           207 04 58.9
 HW3458
 HW3458|---------------------------------------------------------------------|
 HW3458| PID    Reference Object                     Distance      Geod. Az  |
 HW3458|                                                           dddmmss.s |
 HW3458| DC3420 FRANKLIN AZ MK                                     2080735.0 |
 HW3458| HW1425 C 17                                 21.496 METERS 23420     |
 HW3458| DC3421 FRANKLIN RM 1                        16.290 METERS 30955     |
 HW3458|---------------------------------------------------------------------|
 HW3458
 HW3458                          SUPERSEDED SURVEY CONTROL
 HW3458
 HW3458  NAD 83(1995)-  38 39 24.67888(N)    079 19 47.93395(W) AD(       ) 3
 HW3458  NAD 83(1986)-  38 39 24.67979(N)    079 19 47.93708(W) AD(       ) 3
 HW3458  NAD 27      -  38 39 24.26280(N)    079 19 48.79690(W) AD(       ) 3
 HW3458  NGVD 29 (07/19/86)  560.05   (m)         1837.4    (f) LEVELING    3  
 HW3458
 HW3458.Superseded values are not recommended for survey control.
 HW3458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3458.See file dsdata.txt to determine how the superseded data were derived.
 HW3458
 HW3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC4531080022(NAD 83)
 HW3458_MARKER: DS = TRIANGULATION STATION DISK
 HW3458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3458
 HW3458  HISTORY     - Date     Condition        Report By
 HW3458  HISTORY     - 1956     MONUMENTED       CGS
 HW3458
 HW3458                          STATION DESCRIPTION
 HW3458
 HW3458'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3458'THE STATION IS LOCATED ALONG THE EAST SIDE OF U.S. HIGHWAY 220, ABOUT
 HW3458'1.0 MILE NORTHWEST OF
 HW3458'FRANKLIN, 0.15 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAYS 33 AND
 HW3458'220, 25.6 FEET EAST OF THE
 HW3458'CENTERLINE OF U.S. HIGHWAY 220, 8.5 FEET NORTH OF A WHITE WITNESS
 HW3458'POST AND 3.7 FEET WEST OF THE NORTH-SOUTH FENCE LINE.
 HW3458'
 HW3458'TO REACH, FROM THE U.S. POST OFFICE IN FRANKLIN, GO NORTH, ON U.S.
 HW3458'HIGHWAY 220, FOR 0.35 MILE
 HW3458'TO FORKS AND U.S. HIGHWAY 33, CONTINUE NORTHERLY, ON U.S. HIGHWAY 220
 HW3458'AND 33, FOR 0.55 MILE TO THE
 HW3458'JUNCTION OF U.S. HIGHWAY 33 AND 220, KEEP RIGHT, ON
 HW3458'U.S. HIGHWAY 220, FOR 0.15 MILE TO THE STATION.
 HW3458'
 HW3458'THE STATION MARK IS A STANDARD DISK, STAMPED FRANKLIN 1956, SET IN
 HW3458'THE TOP OF A 10 INCH SQUARE
 HW3458'CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.
 HW3458'
 HW3458'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED FRANKLIN NO 1
 HW3458'1956, SET IN THE TOP OF A 10
 HW3458'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES AND IS
 HW3458'ABOUT THE SAME ELEVATION AS THE
 HW3458'STATION.  IT IS LOCATED 65 FEET NORTH OF THE FENCE CORNER, 27.4
 HW3458'FEET WEST OF THE CENTERLINE OF U.S.
 HW3458'HIGHWAY 220 AND 12 INCHES EAST OF THE NORTH-SOUTH FENCELINE.
 HW3458'
 HW3458'REFERENCE MARK NUMBER 2 IS A U.S. COAST AND GEODETIC SURVEY BENCH
 HW3458'MARK, STAMPED C 17 1934, SET IN
 HW3458'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 HW3458'INCHES ON THE EAST SIDE AND 14 INCHES
 HW3458'ON THE WEST SIDE.  IT IS LOCATED 19.6 FEET EAST OF THE
 HW3458'CENTERLINE OF U.S. HIGHWAY 220 AND 8.8 FEET WEST
 HW3458'OF THE NORTH-SOUTH FENCELINE.
 HW3458'
 HW3458'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FRANKLIN 1956, SET IN
 HW3458'THE TOP OF A 10 INCH SQUARE
 HW3458'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.  IT IS LOCATED 32
 HW3458'FEET NORTH OF THE CENTERLINE OF THE
 HW3458'GRAVELED ROAD, 28 FEET EAST OF THE CENTERLINE OF THE
 HW3458'GRAVELED ROAD AND 1.7 FEET NORTH OF A 10 INCH
 HW3458'TREE.  TO REACH, FROM THE STATION, GO
 HW3458'SOUTHERLY, ON U.S. HIGHWAY 220, FOR 0.15 MILE TO THE JUNCTION OF
 HW3458'U.S. HIGHWAY 33, CONTINUE
 HW3458'SOUTHERLY, ON U.S. HIGHWAYS 33 AND 220, FOR 0.1 MILE TO SIDE ROAD
 HW3458'RIGHT, TURN RIGHT, AND GO WESTERLY,
 HW3458'ON GRAVELED ROAD 0.05 MILE TO THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3457 ***********************************************************************
 HW3457  DESIGNATION -  FRANKLIN CO COURTHOUSE BELFRY
 HW3457  PID         -  HW3457
 HW3457  STATE/COUNTY-  WV/PENDLETON
 HW3457  USGS QUAD   -  FRANKLIN (1995)
 HW3457
 HW3457                         *CURRENT SURVEY CONTROL
 HW3457  ___________________________________________________________________
 HW3457* NAD 83(1995)-  38 39 11.24084(N)    079 20 04.15921(W)     ADJUSTED  
 HW3457* NAVD 88     -                                                        
 HW3457  ___________________________________________________________________
 HW3457  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 HW3457  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HW3457
 HW3457  HORZ ORDER  -  THIRD
 HW3457
 HW3457.The horizontal coordinates were established by classical geodetic methods
 HW3457.and adjusted by the National Geodetic Survey in April 1998..
 HW3457
 HW3457
 HW3457.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3457
 HW3457.The geoid height was determined by GEOID03.
 HW3457
 HW3457;                    North         East     Units Scale Factor Converg.
 HW3457;SPC WV S     -   184,784.164   744,965.322   MT  0.99995906   +1 01 46.6
 HW3457;UTM  17      - 4,279,600.226   644,925.601   MT  0.99985865   +1 02 25.7
 HW3457
 HW3457                          SUPERSEDED SURVEY CONTROL
 HW3457
 HW3457  NAD 83(1995)-  38 39 11.24347(N)    079 20 04.16268(W) AD(       ) 4
 HW3457  NAD 83(1986)-  38 39 11.24421(N)    079 20 04.16493(W) AD(       ) 4
 HW3457  NAD 27      -  38 39 10.82700(N)    079 20 05.02400(W) AD(       ) 3
 HW3457
 HW3457.Superseded values are not recommended for survey control.
 HW3457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3457.See file dsdata.txt to determine how the superseded data were derived.
 HW3457
 HW3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC4492679600(NAD 83)
 HW3457_MARKER: 75 = BELFRY
 HW3457
 HW3457  HISTORY     - Date     Condition        Report By
 HW3457  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3457
 HW3457                          STATION DESCRIPTION
 HW3457
 HW3457'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2124 ***********************************************************************
 JX2124  DESIGNATION -  FREED
 JX2124  PID         -  JX2124
 JX2124  STATE/COUNTY-  WV/CALHOUN
 JX2124  USGS QUAD   -  MACFARLAN (1987)
 JX2124
 JX2124                         *CURRENT SURVEY CONTROL
 JX2124  ___________________________________________________________________
 JX2124* NAD 83(1995)-  39 00 11.82779(N)    081 07 57.86871(W)     ADJUSTED  
 JX2124* NAVD 88     -       378.8    (meters)    1243.     (feet)  VERTCON   
 JX2124  ___________________________________________________________________
 JX2124  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 JX2124  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JX2124
 JX2124  HORZ ORDER  -  SECOND
 JX2124
 JX2124.The horizontal coordinates were established by classical geodetic methods
 JX2124.and adjusted by the National Geodetic Survey in April 1998..
 JX2124
 JX2124.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2124
 JX2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2124
 JX2124.The geoid height was determined by GEOID03.
 JX2124
 JX2124;                    North         East     Units Scale Factor Converg.
 JX2124;SPC WV S     -   222,361.836   588,501.314   MT  1.00002776   -0 04 55.4
 JX2124;SPC WV N     -    57,158.604   458,575.907   MT  0.99999938   -1 02 28.7
 JX2124;UTM  17      - 4,317,149.558   488,506.227   MT  0.99960163   -0 05 00.8
 JX2124
 JX2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2124!SPC WV S     -   0.99994582  x   1.00002776  =   0.99997358
 JX2124!SPC WV N     -   0.99994582  x   0.99999938  =   0.99994520
 JX2124!UTM  17      -   0.99994582  x   0.99960163  =   0.99954747
 JX2124
 JX2124:                Primary Azimuth Mark                     Grid Az
 JX2124:SPC WV S     -  FREED AZ MK                              050 05 56.3
 JX2124:SPC WV N     -  FREED AZ MK                              051 03 29.6
 JX2124:UTM  17      -  FREED AZ MK                              050 06 01.7
 JX2124
 JX2124|---------------------------------------------------------------------|
 JX2124| PID    Reference Object                     Distance      Geod. Az  |
 JX2124|                                                           dddmmss.s |
 JX2124| CC9885 FREED AZ MK                                        0500100.9 |
 JX2124| CC9886 FREED RM 1                           27.432 METERS 20629     |
 JX2124| CC9887 FREED RM 2                           17.210 METERS 33348     |
 JX2124|---------------------------------------------------------------------|
 JX2124
 JX2124                          SUPERSEDED SURVEY CONTROL
 JX2124
 JX2124  NAD 83(1986)-  39 00 11.83319(N)    081 07 57.87631(W) AD(       ) 2
 JX2124  NAD 27      -  39 00 11.53300(N)    081 07 58.46850(W) AD(       ) 2
 JX2124  NGVD 29 (07/19/86)  379.0    (m)         1243.     (f) VERT ANG       
 JX2124
 JX2124.Superseded values are not recommended for survey control.
 JX2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2124.See file dsdata.txt to determine how the superseded data were derived.
 JX2124
 JX2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD8850617150(NAD 83)
 JX2124_MARKER: DS = TRIANGULATION STATION DISK
 JX2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2124
 JX2124  HISTORY     - Date     Condition        Report By
 JX2124  HISTORY     - 1956     MONUMENTED       CGS
 JX2124
 JX2124                          STATION DESCRIPTION
 JX2124
 JX2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX2124'STATION IS LOCATED ON THE HIGHEST POINT AND NEAR THE CENTER OF
 JX2124'NORTHWEST-SOUTHEAST RIDGE AT
 JX2124'THE HEAD OF TRIPPETT RUN, ABOUT 3.0 MILES EAST OF THE VILLAGE OF
 JX2124'MUNDAY, ABOUT 5.0 MILES SOUTHWEST OF
 JX2124'SMITHVILLE, AND ABOUT 5-1/2 MILES NORTHWEST OF GRANTSVILLE.  STATION
 JX2124'IS 21 FEET SOUTHEAST OF TREE WITH
 JX2124'TRIANGLE BLAZE AND 3 FEET EAST OF WITNESS POST.  THE
 JX2124'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FREED
 JX2124'1956.
 JX2124'
 JX2124'REFERENCE MARK NO. 1 IS 8 FEET NORTH-NORTHEAST OF EDGE OF CLEARED
 JX2124'LINE.  THE MARK PROJECTS 6
 JX2124'INCHES AND THE DISK IS STAMPED FREED NO 1 1956.
 JX2124'
 JX2124'AZIMUTH MARK IS 24 FEET NORTH OF APPROXIMATE CENTERLINE OF ROAD, 3
 JX2124'FEET SOUTHWEST OF GATE POST
 JX2124'AND 3 FEET EAST OF WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 JX2124'DISK IS STAMPED FREED 1956.
 JX2124'
 JX2124'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 47 AND 16 IN THE
 JX2124'BUSINESS CENTER OF SMITHVILLE,
 JX2124'GO SOUTH ON STATE HIGHWAY NO. 16 FOR 5.55 MILES TO T ROAD RIGHT AT
 JX2124'SIGN FREED 3 INDUSTRY 8.  TURN
 JX2124'RIGHT AND GO SOUTHWESTERLY, WESTERLY AND NORTHWESTERLY ON
 JX2124'WINDING ROAD FOR 2.7 MILES TO WIRE GATE AND
 JX2124'AZIMUTH MARK ON RIGHT (NORTH) SIDE OF ROAD.
 JX2124'CONTINUE NORTHWESTERLY ON CLAY ROAD FOR 0.1 MILE TO DRIVEWAY
 JX2124'ON LEFT (SOUTH) SIDE OF ROAD.
 JX2124'TURN LEFT AND FOLLOW DRIVEWAY SOUTHERLY FOR 0.1 MILE TO UPAINTED
 JX2124'HOUSE AND END OF TRUCK TRAVEL.
 JX2124'TAKE DIM FOOT PATH AT SOUTH SIDE OF HOUSE AND GO UP STEEP HILL ALONG
 JX2124'TELEPHONE LINE TO BLAZED FENCE POST
 JX2124'ON LEFT.  TURN LEFT AND FOLLOW DIM PATH FOR ABOUT
 JX2124'150 YARDS TO APPLE TREE.  TURN RIGHT AND GO UP STEEP
 JX2124'HILL TO TOP OF RIDGE AND STATION
 JX2124'AS DESCRIBED.
 JX2124'
 JX2124'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2146 ***********************************************************************
 JX2146  DESIGNATION -  FREED USGS 1944
 JX2146  PID         -  JX2146
 JX2146  STATE/COUNTY-  WV/WOOD
 JX2146  USGS QUAD   -  KANAWHA (1989)
 JX2146
 JX2146                         *CURRENT SURVEY CONTROL
 JX2146  ___________________________________________________________________
 JX2146* NAD 83(1995)-  39 09 35.75314(N)    081 24 52.66978(W)     ADJUSTED  
 JX2146* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 JX2146  ___________________________________________________________________
 JX2146  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 JX2146  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JX2146
 JX2146  HORZ ORDER  -  SECOND
 JX2146
 JX2146.The horizontal coordinates were established by classical geodetic methods
 JX2146.and adjusted by the National Geodetic Survey in April 1998..
 JX2146
 JX2146.The orthometric height was scaled from a topographic map.
 JX2146
 JX2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2146
 JX2146.The geoid height was determined by GEOID03.
 JX2146
 JX2146;                    North         East     Units Scale Factor Converg.
 JX2146;SPC WV N     -    75,026.835   434,533.368   MT  0.99997361   -1 13 16.0
 JX2146;UTM  17      - 4,334,606.443   464,177.321   MT  0.99961580   -0 15 42.6
 JX2146
 JX2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2146!SPC WV N     -   0.99995564  x   0.99997361  =   0.99992925
 JX2146!UTM  17      -   0.99995564  x   0.99961580  =   0.99957145
 JX2146
 JX2146                          SUPERSEDED SURVEY CONTROL
 JX2146
 JX2146  NAD 83(1986)-  39 09 35.75793(N)    081 24 52.67623(W) AD(       ) 2
 JX2146  NAD 27      -  39 09 35.48200(N)    081 24 53.24400(W) AD(       ) 2
 JX2146
 JX2146.Superseded values are not recommended for survey control.
 JX2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2146.See file dsdata.txt to determine how the superseded data were derived.
 JX2146
 JX2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6417734606(NAD 83)
 JX2146_MARKER: DS = TRIANGULATION STATION DISK
 JX2146_SETTING: 0 = UNSPECIFIED SETTING
 JX2146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2146
 JX2146  HISTORY     - Date     Condition        Report By
 JX2146  HISTORY     - 1944     MONUMENTED       USGS
 JX2146
 JX2146                          STATION DESCRIPTION
 JX2146
 JX2146'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 JX2146'STATION IS LOCATED IN A PINE WOODS, IN THE FORKS OF TWO ROADS, ABOUT
 JX2146'12 MILES SE OF
 JX2146'PARKERSBURG, ABOUT 1-1/2 MILES N OF STATE HIGHWAY 47, AND ON
 JX2146'LAND OWNED BY MR.
 JX2146'MORRISON.  IT IS ABOUT 300 FEET NW OF THE ROAD
 JX2146'FORKS AND 16.205 METERS FROM
 JX2146'TRIANGULATION STATION MORRISON.
 JX2146'
 JX2146'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JX2146'STATE HIGHWAY 47
 JX2146'INARKERSBURG, GO SE ON STATE HIGHWAY 47 FOR 12.6 MILES TO THE
 JX2146'LEACHTOWN SHOOL STATE HIGHWAY 47 IN
 JX2146'PARKERSBURG, GO SE ON STATE HIGHWAY 47 FOR 12.6 MILES TO THE
 JX2146'LEACHTOWN SCHOOL ON THE RIGHT, CONTINUE
 JX2146'STRAIGHT AHEAD FOR 0.7 MILE TO A DIRT-ROAD FORKS LEFT, TAKE DIRT ROAD
 JX2146'UP HILL AND GO 1.25 MILES TO A FORK AND END
 JX2146'OF TRUCK TRAVEL.  TAKE
 JX2146'PATH (FORK) UP HILL THROUGH THE PINE WOODS FOR ABOUT 100
 JX2146'YARDS AND
 JX2146'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2119 ***********************************************************************
 JX2119  DESIGNATION -  FREEMAN RESET
 JX2119  PID         -  JX2119
 JX2119  STATE/COUNTY-  WV/RITCHIE
 JX2119  USGS QUAD   -  HARRISVILLE (1975)
 JX2119
 JX2119                         *CURRENT SURVEY CONTROL
 JX2119  ___________________________________________________________________
 JX2119* NAD 83(1995)-  39 12 01.69698(N)    081 06 49.19659(W)     ADJUSTED  
 JX2119* NAVD 88     -       381.7    (meters)    1252.     (feet)  VERTCON   
 JX2119  ___________________________________________________________________
 JX2119  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 JX2119  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JX2119
 JX2119  HORZ ORDER  -  FIRST
 JX2119
 JX2119.The horizontal coordinates were established by classical geodetic methods
 JX2119.and adjusted by the National Geodetic Survey in April 1998..
 JX2119
 JX2119.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2119
 JX2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2119
 JX2119.The geoid height was determined by GEOID03.
 JX2119
 JX2119;                    North         East     Units Scale Factor Converg.
 JX2119;SPC WV N     -    79,015.912   460,621.191   MT  0.99996815   -1 01 44.9
 JX2119;UTM  17      - 4,339,029.645   490,185.319   MT  0.99960119   -0 04 18.6
 JX2119
 JX2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2119!SPC WV N     -   0.99994539  x   0.99996815  =   0.99991355
 JX2119!UTM  17      -   0.99994539  x   0.99960119  =   0.99954661
 JX2119
 JX2119|---------------------------------------------------------------------|
 JX2119| PID    Reference Object                     Distance      Geod. Az  |
 JX2119|                                                           dddmmss.s |
 JX2119| CC9892 FREEMAN RM 1                         24.762 METERS 07317     |
 JX2119| CC9893 FREEMAN RM 2                         26.320 METERS 27401     |
 JX2119| CC9891 FREEMAN AZ MK                                      2740956.1 |
 JX2119|---------------------------------------------------------------------|
 JX2119
 JX2119                          SUPERSEDED SURVEY CONTROL
 JX2119
 JX2119  NAD 83(1986)-  39 12 01.70203(N)    081 06 49.20440(W) AD(       ) 1
 JX2119  NAD 27      -  39 12 01.41820(N)    081 06 49.80520(W) AD(       ) 1
 JX2119  NGVD 29 (07/19/86)  381.9    (m)         1253.     (f) VERT ANG       
 JX2119
 JX2119.Superseded values are not recommended for survey control.
 JX2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2119.See file dsdata.txt to determine how the superseded data were derived.
 JX2119
 JX2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9018539030(NAD 83)
 JX2119_MARKER: DS = TRIANGULATION STATION DISK
 JX2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2119
 JX2119  HISTORY     - Date     Condition        Report By
 JX2119  HISTORY     - 1944     MONUMENTED       USGS
 JX2119  HISTORY     - 1956     GOOD             USGS
 JX2119
 JX2119                          STATION DESCRIPTION
 JX2119
 JX2119'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 JX2119'STATION IS LOCATED ABOUT 3 MILES (AIR LINE) SE OF THE VILLAGE OF
 JX2119'CAIRO, ON A
 JX2119'TIMBER-COVERED KNOB LOCALLY KNOWN AS FREEMANS KNOB.  IT IS
 JX2119'IN A SMALL CLEARING ON
 JX2119'THE HIGHEST POINT OF THE KNOLL.
 JX2119'
 JX2119'STATION MARK IS A U.S. GEOLOGICAL SURVEY STANDARD DISK SET IN
 JX2119'AN 8- BY 8-INCH
 JX2119'SANDSTONE POST WHICH IS ABOUT 36 INCHES IN LENGTH.
 JX2119'THIS POST WAS REMOVED AND A BRONZE
 JX2119'STATION DISK WAS SET UNDERGROUND.
 JX2119'THE POST WAS THEN REPLACED IN THE ORIGINAL POSITION.
 JX2119'NO
 JX2119'STAMPING APPEARS ON THE DISK.
 JX2119'
 JX2119'REFERENCE MARK 1 IS 80.96 FEET NE OF THE STATION.  IT IS A
 JX2119'BRONZE REFERENCE
 JX2119'DISK SET IN A DRILL HOLE IN A BOULDER.  STAMPED
 JX2119'FREEMAN USGS NO 1 1944.
 JX2119'
 JX2119'REFERENCE MARK 2 IS 85.70 FEET W OF THE STATION.  IT IS A
 JX2119'BRONZE REFERENCE
 JX2119'DISK SET IN A SMALL STRIP OF OUTCROPPING BEDROCK.
 JX2119'STAMPED FREEMAN USGS NO 2 1944.
 JX2119'
 JX2119'AZIMUTH MARK IS W OF THE STATION, IN THE NW CORNER OF A
 JX2119'CLEARED FIELD, IN
 JX2119'A FENCE CORNER, 74 FEET SE OF A DIM ROAD FORKS,
 JX2119'AND 4 FEET SE OF A WOODEN WITNESS
 JX2119'POST.  IT IS A BRONZE AZIMUTH
 JX2119'DISK SET IN THE TOP OF A CONCRETE POST.  STAMPED
 JX2119'FREEMAN USGS
 JX2119'1944.
 JX2119'
 JX2119'TO REACH THE STATION FROM THE RAILROAD CROSSING IN CAIRO, GO
 JX2119'E ON STATE HIGHWAY
 JX2119'31 FOR 3.6 MILES TO A T-ROAD LEFT, TURN LEFT
 JX2119'AND FOLLOW A ROCK AND DIRT ROAD UP
 JX2119'THE HILL FOR 0.6 MILE TO A
 JX2119'POINT WHERE THE MAIN-TRAVELED ROAD TURNS LEFT AND A
 JX2119'DIM ROAD CONTINUES
 JX2119'STRAIGHT AHEAD.  TAKE THE DIM ROAD UP THE RIDGE FOR 1.5
 JX2119'MILES TO A DIM
 JX2119'FORKS AND THE AZIMUTH MARK ON THE LEFT.  TAKE THE
 JX2119'LEFT FORK FOR ABOUT 0.15 MILE,
 JX2119'THEN TURN LEFT WITH THE ROAD AND
 JX2119'GO ABOUT 0.2 MILE TO THE END OF TRUCK TRAVEL.
 JX2119'THE HILL ON THE
 JX2119'LEFT IS FREEMANS KNOB.  THE TOP AND STATION MAY BE REACHED BY
 JX2119'PACKING ALONG
 JX2119'THE TOP OF A RIDGE FOR ABOUT 0.15 MILE.
 JX2119'
 JX2119'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 JX2119
 JX2119                          STATION RECOVERY (1956)
 JX2119
 JX2119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956 (RHT)
 JX2119'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 JX2119'A DIFFERENCE WAS FOUND IN THE
 JX2119'DISTANCE AND DIRECTION TO THE MARKS.
 JX2119'
 JX2119'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3551 ***********************************************************************
 HW3551  DESIGNATION -  FROST
 HW3551  PID         -  HW3551
 HW3551  STATE/COUNTY-  WV/POCAHONTAS
 HW3551  USGS QUAD   -  CLOVER LICK (1995)
 HW3551
 HW3551                         *CURRENT SURVEY CONTROL
 HW3551  ___________________________________________________________________
 HW3551* NAD 83(1995)-  38 16 14.68919(N)    079 52 50.59708(W)     ADJUSTED  
 HW3551* NAVD 88     -       785.8    (meters)    2578.     (feet)  VERTCON   
 HW3551  ___________________________________________________________________
 HW3551  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 HW3551  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HW3551
 HW3551  HORZ ORDER  -  THIRD
 HW3551
 HW3551.The horizontal coordinates were established by classical geodetic methods
 HW3551.and adjusted by the National Geodetic Survey in April 1998..
 HW3551
 HW3551.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3551
 HW3551.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3551
 HW3551.The geoid height was determined by GEOID03.
 HW3551
 HW3551;                    North         East     Units Scale Factor Converg.
 HW3551;SPC WV S     -   141,629.884   697,936.908   MT  0.99992681   +0 41 31.0
 HW3551;SPC VA N     - 2,067,960.106 3,379,183.649   MT  0.99996659   -0 51 42.2
 HW3551;SPC VA N     - 6,784,632.45 11,086,538.36   sFT  0.99996659   -0 51 42.2
 HW3551;UTM  17      - 4,236,448.027   597,908.744   MT  0.99971806   +0 41 35.9
 HW3551
 HW3551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3551!SPC WV S     -   0.99988158  x   0.99992681  =   0.99980840
 HW3551!SPC VA N     -   0.99988158  x   0.99996659  =   0.99984818
 HW3551!UTM  17      -   0.99988158  x   0.99971806  =   0.99959968
 HW3551
 HW3551|---------------------------------------------------------------------|
 HW3551| PID    Reference Object                     Distance      Geod. Az  |
 HW3551|                                                           dddmmss.s |
 HW3551| DC3432 FROST RM 1                            9.851 METERS 00610     |
 HW3551| DC3433 FROST RM 2                            8.354 METERS 08632     |
 HW3551| DC3431 FROST AZ MK                                        3572355.2 |
 HW3551|---------------------------------------------------------------------|
 HW3551
 HW3551                          SUPERSEDED SURVEY CONTROL
 HW3551
 HW3551  NAD 83(1995)-  38 16 14.68937(N)    079 52 50.59805(W) AD(       ) 3
 HW3551  NAD 83(1986)-  38 16 14.69012(N)    079 52 50.60504(W) AD(       ) 3
 HW3551  NAD 27      -  38 16 14.24880(N)    079 52 51.40260(W) AD(       ) 3
 HW3551  NGVD 29 (07/19/86)  785.8    (m)         2578.     (f) VERT ANG       
 HW3551
 HW3551.Superseded values are not recommended for survey control.
 HW3551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3551.See file dsdata.txt to determine how the superseded data were derived.
 HW3551
 HW3551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9790936448(NAD 83)
 HW3551_MARKER: DS = TRIANGULATION STATION DISK
 HW3551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3551
 HW3551  HISTORY     - Date     Condition        Report By
 HW3551  HISTORY     - 1957     MONUMENTED       CGS
 HW3551  HISTORY     - 1978     GOOD             NGS
 HW3551
 HW3551                          STATION DESCRIPTION
 HW3551
 HW3551'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3551'THE STATION IS LOCATED NEAR THE SOUTHWEST SIDE OF A TRIANGULAR PLOT
 HW3551'OF GROUND FORMED BY THE
 HW3551'JUNCTION OF STATE HIGHWAYS 28 AND 84 IN THE VILLAGE OF FROST, WEST
 HW3551'VIRGINIA.
 HW3551'
 HW3551'STATION MARKS ARE DISKS STAMPED FROST 1957.  THE SURFACE DISK IS SET
 HW3551'IN A SQUARE CONCRETE POST
 HW3551'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 45.5 FEET SOUTHWEST OF
 HW3551'THE CENTER OF THE BLACKTOP ROAD,
 HW3551'28.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 84,
 HW3551'26.5 FEET EAST-SOUTHEAST OF THE CENTER OF STATE
 HW3551'HIGHWAY 28 AND 7 FEET SOUTHEAST OF A
 HW3551'10 FOOT CEMENT POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HW3551'MASS OF CONCRETE 34 INCHES
 HW3551'BELOW THE SURFACE OF THE GROUND.
 HW3551'
 HW3551'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FROST NO 1 1957, IS SET
 HW3551'IN A SQUARE CONCRETE
 HW3551'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 25 FEET WEST OF THE
 HW3551'CENTER OF THE BLACKTOP ROAD, 18
 HW3551'FEET EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY
 HW3551'28 AND 1 FOOT SOUTH-SOUTHWEST OF A HIGHWAY SIGN.
 HW3551'
 HW3551'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FROST NO 2 1957, IS SET
 HW3551'IN A SQUARE CONCRETE
 HW3551'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 26 FEET SOUTHWEST
 HW3551'OF THE CENTER OF THE BLACKTOP
 HW3551'ROAD, 21 FEET NORTH OF THE CENTER OF STATE HIGHWAY 84
 HW3551'AND 1 FOOT WEST-NORTHWEST OF A HIGHWAY SIGN.
 HW3551'
 HW3551'AZIMUTH MARK, A STANDARD DISK STAMPED FROST 1957, IS SET IN A SQUARE
 HW3551'CONCRETE POST WHICH
 HW3551'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 25 FEET
 HW3551'SOUTH OF THE CENTER OF A WOODEN
 HW3551'GATE, 22 FEET WEST OF THE CENTER OF STATE HIGHWAY 28, 1.5
 HW3551'FEET SOUTH OF THE FROST UNINCORPORATED SIGN
 HW3551'AND 1 FOOT EAST OF A FENCE LINE.  A
 HW3551'STANDARD WITNESS POST WAS SET 4.5 FEET SOUTH OF THE MARK.
 HW3551'
 HW3551'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 28 AND
 HW3551'84 IN THE VILLAGE OF FROST,
 HW3551'GO NORTH ON STATE HIGHWAY 28 FOR 0.25 MILE TO THE AZIMUTH MARK ON
 HW3551'THE LEFT.
 HW3551'
 HW3551'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 HW3551
 HW3551                          STATION RECOVERY (1978)
 HW3551
 HW3551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RGP)
 HW3551'NO OTHER OBJECTS V.G.
 HW3551'
 HW3551'THE STATION SURFACE MARK WAS FOUND DESTROYED.  ALL OTHER MARKS WERE
 HW3551'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW STATION SURFACE MARK
 HW3551'WAS SET DIRECTLY OVER THE OLD SUB-SURFACE MARK.  A DIFFERENCE OF
 HW3551'2 MINUTES AND 51 SECONDS IN DIRECTION WAS NOTED TO REFERENCE MARK
 HW3551'2.  ALL OTHER DISTANCES AND DIRECTIONS AGREED WITH THE PREVIOUS
 HW3551'DESCRIPTION.
 HW3551'
 HW3551'A COMPLETE NEW DESCRIPTION FOLLOWS.
 HW3551'
 HW3551'THE STATION IS LOCATED ABOUT 15 AIRLINE MILES NORTHWEST OF WARM
 HW3551'SPRINGS, 10 MILES NORTH-NORTHEAST OF MINEHAHA SPRINGS, 6 MILES
 HW3551'SOUTHEAST OF DUNMORE AND IN A SMALL TRAFFIC ISLAND AT THE
 HW3551'INTERSECTION OF STATE HIGHWAYS 92 AND 84 IN THE VILLAGE OF FROST.
 HW3551'
 HW3551'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED FROST 1957 1978,
 HW3551'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 HW3551'WITH THE SURFACE.  THE SUB-SURFACE MARK IS STAMPED FROST 1957, SET
 HW3551'IN A 8-INCH MASS OF CONCRETE 3 FEET BELOW THE SURFACE.  THEY ARE
 HW3551'45 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 84 TURNING NORTH,
 HW3551'28 FEET NORTH OF THE CENTER OF STATE HIGHWAY 84 TURNING SOUTH, 27
 HW3551'FEET EAST OF THE CENTER OF STATE HIGHWAY 92 AND 3 FEET NORTH OF A
 HW3551'WITNESS POST.
 HW3551'
 HW3551'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FROST NO 1 1957, SET IN
 HW3551'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 HW3551'THE SURFACE.  IT IS 35 FEET NORTH-NORTHEAST OF THE WITNESS POST, 25
 HW3551'FEET WEST OF THE CENTER OF STATE HIGHWAY 84 AND 18 FEET
 HW3551'EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 92.
 HW3551'
 HW3551'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FROST NO 2 1957, SET IN
 HW3551'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 HW3551'THE SURFACE.  IT IS 54 FEET EAST OF THE CENTER OF STATE HIGHWAY 92,
 HW3551'28 FEET EAST-NORTHEAST OF THE WITNESS POST, 26 FEET SOUTHWEST OF
 HW3551'THE CENTER OF STATE HIGHWAY 84 WHERE IT TURNS NORTH AND 21 FEET
 HW3551'NORTH OF THE CENTER OF STATE HIGHWAY 84 WHERE IT TURNS SOUTH ONTO
 HW3551'STATE HIGHWAY 92.
 HW3551'
 HW3551'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FROST 1957, SET IN THE
 HW3551'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 HW3551'IT IS 25 FEET SOUTH OF A WOODEN GATE, 22 FEET WEST OF THE CENTER OF
 HW3551'STATE HIGHWAY 92, 2.5 FEET EAST OF A NORTH-SOUTH WIRE FENCE, 1.8 FEET
 HW3551'SOUTHEAST OF A WITNESS POST AND 1.5 FEET SOUTH OF A SIGN FROST
 HW3551'UNINCORPORATED.
 HW3551'
 HW3551'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 HW3551'92 FOR 0.25 MILE TO A WOODEN GATE ON THE LEFT AND THE AZIMUTH MARK
 HW3551'ON THE LEFT.
 HW3551'
 HW3551'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE VILLAGE OF
 HW3551'FROST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2945 ***********************************************************************
 HX2945  DESIGNATION -  FROZEN
 HX2945  PID         -  HX2945
 HX2945  STATE/COUNTY-  WV/GILMER
 HX2945  USGS QUAD   -  ROSEDALE (1976)
 HX2945
 HX2945                         *CURRENT SURVEY CONTROL
 HX2945  ___________________________________________________________________
 HX2945* NAD 83(1995)-  38 44 45.15031(N)    080 59 55.79943(W)     ADJUSTED  
 HX2945* NAVD 88     -       412.8    (meters)    1354.     (feet)  VERTCON   
 HX2945  ___________________________________________________________________
 HX2945  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 HX2945  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HX2945
 HX2945  HORZ ORDER  -  SECOND
 HX2945
 HX2945.The horizontal coordinates were established by classical geodetic methods
 HX2945.and adjusted by the National Geodetic Survey in April 1998..
 HX2945
 HX2945.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2945
 HX2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2945
 HX2945.The geoid height was determined by GEOID03.
 HX2945
 HX2945;                    North         East     Units Scale Factor Converg.
 HX2945;SPC WV S     -   193,777.706   600,101.436   MT  0.99997361   +0 00 02.6
 HX2945;UTM  17      - 4,288,576.684   500,101.398   MT  0.99960000   +0 00 02.6
 HX2945
 HX2945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2945!SPC WV S     -   0.99994039  x   0.99997361  =   0.99991400
 HX2945!UTM  17      -   0.99994039  x   0.99960000  =   0.99954041
 HX2945
 HX2945|---------------------------------------------------------------------|
 HX2945| PID    Reference Object                     Distance      Geod. Az  |
 HX2945|                                                           dddmmss.s |
 HX2945| DC3435 FROZEN RM 1                           6.135 METERS 02942     |
 HX2945| DC3434 FROZEN AZ MK                                       0784419.9 |
 HX2945| DC3436 FROZEN RM 2                           6.332 METERS 16837     |
 HX2945|---------------------------------------------------------------------|
 HX2945
 HX2945                          SUPERSEDED SURVEY CONTROL
 HX2945
 HX2945  NAD 83(1986)-  38 44 45.15646(N)    080 59 55.80772(W) AD(       ) 2
 HX2945  NAD 27      -  38 44 44.82360(N)    080 59 56.41570(W) AD(       ) 2
 HX2945  NGVD 29 (07/19/86)  413.0    (m)         1355.     (f) VERT ANG       
 HX2945
 HX2945.Superseded values are not recommended for survey control.
 HX2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2945.See file dsdata.txt to determine how the superseded data were derived.
 HX2945
 HX2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC0010188577(NAD 83)
 HX2945_MARKER: DS = TRIANGULATION STATION DISK
 HX2945_SETTING: 0 = UNSPECIFIED SETTING
 HX2945
 HX2945  HISTORY     - Date     Condition        Report By
 HX2945  HISTORY     - 1961     MONUMENTED       CGS
 HX2945
 HX2945                          STATION DESCRIPTION
 HX2945
 HX2945'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2945'STATION IS LOCATED ON THE SUMMIT OF A LOW TIMBER COVERED HILL AT THE
 HX2945'HEAD OF FROZEN
 HX2945'RUN, ABOUT 3 MILES SOUTHWEST OF SHOCK AND ON THE APPROXIMATE
 HX2945'COUNTY LINE.  IT IS 23.5 FEET
 HX2945'SOUTHWEST OF A 24 INCH CHERRY TREE, 14.5 FEET
 HX2945'NORTHEAST OF A 4 INCH MAPLE TREE WITH BLAZE AND
 HX2945'4.2 FEET SOUTHEAST OF
 HX2945'METAL WITNESS POST WITH SIGN.  STATION IS MARKED WITH A STANDARD
 HX2945'TRIANGULATION
 HX2945'STATION DISK CEMENTED IN THE TOP OF A 4 INCH ORANGEBURG PIPE
 HX2945'THAT PROJECTS 7 INCHES ABOVE THE
 HX2945'SURFACE OF THE GROUND AND THE DISK IS
 HX2945'STAMPED FROZEN 1961.
 HX2945'
 HX2945'TO REACH THE STATION FROM THE GASSAWAY CITY HALL, GO WEST ON STATE
 HX2945'HIGHWAY NO. 4 FOR
 HX2945'8.25 MILES TO A SIDE ROAD RIGHT AT FRAMETOWN.  TURN
 HX2945'RIGHT ON SURFACED ROAD AND GO
 HX2945'NORTHERLY FOR 16.5 MILES TO SMALL VILLAGE
 HX2945'OF SHOCK AND SIDE ROAD LEFT JUST BEFORE CROSSING
 HX2945'BRIDGE.  TURN LEFT AND
 HX2945'GO SOUTHWEST ON GRAVELED ROAD FOR 2.7 MILES TO FORK, TAKE RIGHT
 HX2945'FORK AND GO WESTERLY FOR
 HX2945'0.35 MILE TO AZIMUTH MARK ON THE LEFT.  CONTINUE WEST AND
 HX2945'SOUTH FOLLOWING MAIN TRAVELED
 HX2945'ROAD FOR 0.9 MILE TO SUMMIT OF HILL AND
 HX2945'DRIVEWAY ON THE LEFT JUST BEFORE REACHING
 HX2945'CHURCH.  TURN LEFT ON DRIVEWAY
 HX2945'AND END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL PACK
 HX2945'SOUTHEAST UP STEEP HILL
 HX2945'FOR ABOUT 0.25 MILE TO TOP OF RIDGE AND STATION AS DESCRIBED.
 HX2945'
 HX2945'AZIMUTH MARK IS 17.5 FEET NORTH OF THE APPROXIMATE CENTER OF ROAD,
 HX2945'6 FEET SOUTHWEST
 HX2945'OF A 14 INCH HICKORY TREE AND 5.4 FEET EAST OF METAL
 HX2945'WITNESS POST WITH SIGN.  IT IS
 HX2945'MARKED BY A STANDARD DISK CEMENTED IN THE
 HX2945'TOP OF A 12 BY 12 INCH CONCRETE MONUMENT THAT IS
 HX2945'FLUSH WITH THE SURFACE OF
 HX2945'THE GROUND AND THE DISK IS STAMPED FROZEN 1961.
 HX2945'
 HX2945'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF A CHERRY TREE, 14.5 FEET
 HX2945'WEST OF A 10 INCH
 HX2945'CHERRY TREE AND 8 FEET EAST OF A LOCUST TREE WITH BLAZE.
 HX2945'IT IS MARKED BY A STANDARD DISK
 HX2945'CEMENTED IN THE TOP OF A 4 INCH ORANGEBURG
 HX2945'PIPE THAT PROJECTS 5 INCHES ABOVE THE SURFACE OF
 HX2945'THE GROUND AND THE DISK
 HX2945'IS STAMPED FROZEN NO 1 1961.
 HX2945'
 HX2945'REFERENCE MARK NO. 2 IS 10 FEET NORTH OF A SMALL OAK TREE AND 7 FEET
 HX2945'SOUTHWEST OF AN 8
 HX2945'INCH CHERRY TREE.  IT IS MARKED BY A STANDARD DISK
 HX2945'CEMENTED IN THE TOP OF A 4 INCH
 HX2945'ORANGEBURG PIPE THAT PROJECTS 5 INCHES
 HX2945'ABOVE THE SURFACE OF THE GROUND AND THE DISK IS
 HX2945'STAMPED FROZEN NO 2 1961.
 HX2945'
 HX2945'HEIGHT OF LIGHT ABOVE STATION MARK 1.14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1936 ***********************************************************************
 JX1936  DESIGNATION -  FURNER
 JX1936  PID         -  JX1936
 JX1936  STATE/COUNTY-  WV/HARRISON
 JX1936  USGS QUAD   -  SALEM (1976)
 JX1936
 JX1936                         *CURRENT SURVEY CONTROL
 JX1936  ___________________________________________________________________
 JX1936* NAD 83(1995)-  39 15 23.47206(N)    080 31 21.72212(W)     ADJUSTED  
 JX1936* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 JX1936  ___________________________________________________________________
 JX1936  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 JX1936  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JX1936
 JX1936  HORZ ORDER  -  FIRST
 JX1936
 JX1936.The horizontal coordinates were established by classical geodetic methods
 JX1936.and adjusted by the National Geodetic Survey in April 1998..
 JX1936
 JX1936.The orthometric height was scaled from a topographic map.
 JX1936
 JX1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1936
 JX1936.The geoid height was determined by GEOID03.
 JX1936
 JX1936;                    North         East     Units Scale Factor Converg.
 JX1936;SPC WV N     -    84,488.817   511,733.220   MT  0.99996141   -0 39 08.1
 JX1936;UTM  17      - 4,345,352.055   541,180.638   MT  0.99962088   +0 18 07.3
 JX1936
 JX1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1936!SPC WV N     -   0.99993394  x   0.99996141  =   0.99989535
 JX1936!UTM  17      -   0.99993394  x   0.99962088  =   0.99955484
 JX1936
 JX1936|---------------------------------------------------------------------|
 JX1936| PID    Reference Object                     Distance      Geod. Az  |
 JX1936|                                                           dddmmss.s |
 JX1936| CX4546 FURNER RM 1                          18.334 METERS 09220     |
 JX1936| JX1916 JARVIS                              APPROX. 7.2 KM 1393115.5 |
 JX1936| CX4547 FURNER RM 2                          26.042 METERS 29816     |
 JX1936|---------------------------------------------------------------------|
 JX1936
 JX1936                          SUPERSEDED SURVEY CONTROL
 JX1936
 JX1936  NAD 83(1986)-  39 15 23.47615(N)    080 31 21.73114(W) AD(       ) 1
 JX1936  NAD 27      -  39 15 23.15650(N)    080 31 22.38750(W) AD(       ) 1
 JX1936
 JX1936.Superseded values are not recommended for survey control.
 JX1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1936.See file dsdata.txt to determine how the superseded data were derived.
 JX1936
 JX1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4118145352(NAD 83)
 JX1936_MARKER: DS = TRIANGULATION STATION DISK
 JX1936_SETTING: 0 = UNSPECIFIED SETTING
 JX1936
 JX1936  HISTORY     - Date     Condition        Report By
 JX1936  HISTORY     - 1944     MONUMENTED       CGS
 JX1936
 JX1936                          STATION DESCRIPTION
 JX1936
 JX1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1936'STATION IS LOCATED
 JX1936'ABOUT 3 MILES SE
 JX1936'(AIR LINE) OF SALEM, ON A HIGH CLEAR KNOB WITH
 JX1936'TREES ON THE SW, W, AND N SLOPES,
 JX1936'AND ON LAND OWNED BY MR. FURNER.
 JX1936'IT IS 100 FEET E OF A N-S FENCE AND ABOUT 125 FEET S
 JX1936'OF A GATE.
 JX1936'THE DISK IS STAMPED FURNER 1944 AND IS ABOUT 14 INCHES BELOW
 JX1936'THE GROUND.
 JX1936'
 JX1936'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX1936'DISKS SET IN
 JX1936'CONCRETE.  AZIMUTH MARK IS SARDIS (USGS) - V.G.
 JX1936'
 JX1936'REFERENCE MARK 1 IS 60.15 FEET E OF THE STATION, ON THE E
 JX1936'SLOPE OF THE HILL.
 JX1936'IT IS STAMPED FURNER NO 1 1944.
 JX1936'
 JX1936'REFERENCE MARK 2 IS 85.44 FEET W OF THE STATION, 15 FEET E
 JX1936'OF N-S FENCELINE,
 JX1936'AND ABOUT 150 FEET S OF THE GATE.  IT IS STAMPED
 JX1936'FURNER NO 2 1944.
 JX1936'
 JX1936'TO REACH STATION FROM THE TRAFFIC LIGHT IN SALEM, GO E ON
 JX1936'U.S. HIGHWAY 50
 JX1936'FOR 3.9 MILES TO A MACADAM ROAD RIGHT AND SIGN
 JX1936'LAKE FLOYD.  TURN RIGHT, PASSING
 JX1936'THE LAKE ON THE RIGHT, FOR 1.15
 JX1936'MILES TO THE END OF MACADAM, CONTINUE STRAIGHT
 JX1936'AHEAD FOR 1.3 MILES
 JX1936'TO A FORK, TAKE LEFT FORK AND GO 0.5 MILE TO TOP OF GRADE AND
 JX1936'WIRE FENCE ON
 JX1936'THE RIGHT (MR. FURNERS MAIL BOX IS PASSED AT ABOUT 160
 JX1936'YARDS),
 JX1936'TURN LEFT THROUGH GATE AND BEAR RIGHT
 JX1936'FOLLOWING FENCELINE
 JX1936'FOR 0.3 MILE TO A GATE, PASS THROUGH GATE AND GO ABOUT
 JX1936'125 FEET TO
 JX1936'TOP OF BARE KNOLL AND STATION.
 JX1936'
 JX1936'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0870 ***********************************************************************
 KY0870  DESIGNATION -  G
 KY0870  PID         -  KY0870
 KY0870  STATE/COUNTY-  WV/OHIO
 KY0870  USGS QUAD   -  VALLEY GROVE (1981)
 KY0870
 KY0870                         *CURRENT SURVEY CONTROL
 KY0870  ___________________________________________________________________
 KY0870* NAD 83(1986)-  40 04 21.     (N)    080 35 58.     (W)     SCALED    
 KY0870* NAVD 88     -       255.383  (meters)     837.87   (feet)  POSTED    
 KY0870  ___________________________________________________________________
 KY0870  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0870  DYNAMIC HT  -         255.240 (meters)     837.40  (feet)  COMP
 KY0870  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 KY0870
 KY0870  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY0870
 KY0870.The horizontal coordinates were scaled from a topographic map and have
 KY0870.an estimated accuracy of +/- 6 seconds.
 KY0870
 KY0870.The orthometric height was determined by differential leveling
 KY0870.and adjusted by the National Geodetic Survey in 1992..
 KY0870.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY0870.rate of 0.0 thru 1.0 mm/km.
 KY0870
 KY0870.The geoid height was determined by GEOID03.
 KY0870
 KY0870.The dynamic height is computed by dividing the NAVD 88
 KY0870.geopotential number by the normal gravity value computed on the
 KY0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0870.degrees latitude (g = 980.6199 gals.).
 KY0870
 KY0870.The modeled gravity was interpolated from observed gravity values.
 KY0870
 KY0870;                    North         East    Units  Estimated Accuracy
 KY0870;SPC WV N     -   175,150.      506,220.      MT  (+/- 180 meters Scaled)
 KY0870
 KY0870                          SUPERSEDED SURVEY CONTROL
 KY0870
 KY0870  NGVD 29 (??/??/92)  255.53   (m)          838.4    (f) COMPUTED    2 0
 KY0870
 KY0870.Superseded values are not recommended for survey control.
 KY0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0870.See file dsdata.txt to determine how the superseded data were derived.
 KY0870
 KY0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE341358(NAD 83)
 KY0870_MARKER: DD = SURVEY DISK
 KY0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0870_STAMPING: G
 KY0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0870+STABILITY: SURFACE MOTION
 KY0870
 KY0870  HISTORY     - Date     Condition        Report By
 KY0870  HISTORY     - UNK      MONUMENTED       WVGS
 KY0870  HISTORY     - 1957     MARK NOT FOUND   NGS
 KY0870  HISTORY     - 1960     MARK NOT FOUND   NGS
 KY0870
 KY0870                          STATION DESCRIPTION
 KY0870
 KY0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0870'AT POINT MILLS.
 KY0870'AT POINT MILLS, OHIO COUNTY, 0.8 MILE WEST OF THE BALTIMORE
 KY0870'AND OHIO RAILROAD STATION, 150 FEET NORTHWEST OF MILEAGE SIGN
 KY0870'54.30, 18 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 40, AND
 KY0870'19 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STATE SURVEY
 KY0870'STANDARD DISK, STAMPED G AND SET IN THE TOP OF A CONCRETE POST.
 KY0870
 KY0870                          STATION RECOVERY (1960)
 KY0870
 KY0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2914 ***********************************************************************
 JV2914  DESIGNATION -  G 1
 JV2914  PID         -  JV2914
 JV2914  STATE/COUNTY-  WV/JEFFERSON
 JV2914  USGS QUAD   -  CHARLES TOWN (1988)
 JV2914
 JV2914                         *CURRENT SURVEY CONTROL
 JV2914  ___________________________________________________________________
 JV2914* NAD 83(1986)-  39 18 39.     (N)    077 49 25.     (W)     SCALED    
 JV2914* NAVD 88     -       132.659  (meters)     435.23   (feet)  ADJUSTED  
 JV2914  ___________________________________________________________________
 JV2914  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JV2914  DYNAMIC HT  -         132.581 (meters)     434.98  (feet)  COMP
 JV2914  MODELED GRAV-     980,034.9   (mgal)                       NAVD 88
 JV2914
 JV2914  VERT ORDER  -  FIRST     CLASS II
 JV2914
 JV2914.The horizontal coordinates were scaled from a topographic map and have
 JV2914.an estimated accuracy of +/- 6 seconds.
 JV2914
 JV2914.The orthometric height was determined by differential leveling
 JV2914.and adjusted by the National Geodetic Survey in June 1991..
 JV2914
 JV2914.The geoid height was determined by GEOID03.
 JV2914
 JV2914.The dynamic height is computed by dividing the NAVD 88
 JV2914.geopotential number by the normal gravity value computed on the
 JV2914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2914.degrees latitude (g = 980.6199 gals.).
 JV2914
 JV2914.The modeled gravity was interpolated from observed gravity values.
 JV2914
 JV2914;                    North         East    Units  Estimated Accuracy
 JV2914;SPC WV N     -    91,370.      744,570.      MT  (+/- 180 meters Scaled)
 JV2914
 JV2914                          SUPERSEDED SURVEY CONTROL
 JV2914
 JV2914  NGVD 29 (??/??/??)  132.833  (m)          435.80   (f) ADJUSTED    1 2
 JV2914
 JV2914.Superseded values are not recommended for survey control.
 JV2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2914.See file dsdata.txt to determine how the superseded data were derived.
 JV2914
 JV2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ565550(NAD 83)
 JV2914_MARKER: DB = BENCH MARK DISK
 JV2914_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JV2914_STAMPING: 435.803 G 1 1929
 JV2914_MARK LOGO: CGS   
 JV2914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2914
 JV2914  HISTORY     - Date     Condition        Report By
 JV2914  HISTORY     - 1929     MONUMENTED       CGS
 JV2914  HISTORY     - 1934     GOOD             CGS
 JV2914  HISTORY     - 1983     GOOD             NGS
 JV2914
 JV2914                          STATION DESCRIPTION
 JV2914
 JV2914'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JV2914'1.5 MI W FROM HALLTOWN.
 JV2914'1.5 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JV2914'STATION AT HALLTOWN, JEFFERSON COUNTY, AT BRIDGE 17, IN THE TOP
 JV2914'OPF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT, 12 FEET SOUTHEAST
 JV2914'OF THE CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE RAIL.
 JV2914'A STANDARD DISK, STAMPED 435.803 G 1 1929.
 JV2914
 JV2914                          STATION RECOVERY (1934)
 JV2914
 JV2914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JV2914'RECOVERED IN GOOD CONDITION.
 JV2914
 JV2914                          STATION RECOVERY (1983)
 JV2914
 JV2914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2914'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 2.4 KM (1.5 MI)
 JV2914'WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM FROM THE CROSSING OF
 JV2914'STATE HIGHWAY 230 (MAIN STREET) IN HALLTOWN TO THE MARK ON THE LEFT,
 JV2914'IN THE SOUTHWEST ABUTMENT OF BRIDGE 17, 3.6 METERS (12.0 FT) SOUTHEAST
 JV2914'OF THE CENTER OF THE TRACKS.
 JV2914'THE MARK IS 0.91 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0078 ***********************************************************************
 HX0078  DESIGNATION -  G 10
 HX0078  PID         -  HX0078
 HX0078  STATE/COUNTY-  WV/LEWIS
 HX0078  USGS QUAD   -  ROANOKE (1989)
 HX0078
 HX0078                         *CURRENT SURVEY CONTROL
 HX0078  ___________________________________________________________________
 HX0078* NAD 83(1986)-  38 57 17.     (N)    080 29 50.     (W)     SCALED    
 HX0078* NAVD 88     -       321.255  (meters)    1053.98   (feet)  ADJUSTED  
 HX0078  ___________________________________________________________________
 HX0078  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HX0078  DYNAMIC HT  -         321.045 (meters)    1053.30  (feet)  COMP
 HX0078  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 HX0078
 HX0078  VERT ORDER  -  SECOND    CLASS 0
 HX0078
 HX0078.The horizontal coordinates were scaled from a topographic map and have
 HX0078.an estimated accuracy of +/- 6 seconds.
 HX0078
 HX0078.The orthometric height was determined by differential leveling
 HX0078.and adjusted by the National Geodetic Survey in June 1991..
 HX0078
 HX0078.The geoid height was determined by GEOID03.
 HX0078
 HX0078.The dynamic height is computed by dividing the NAVD 88
 HX0078.geopotential number by the normal gravity value computed on the
 HX0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0078.degrees latitude (g = 980.6199 gals.).
 HX0078
 HX0078.The modeled gravity was interpolated from observed gravity values.
 HX0078
 HX0078;                    North         East    Units  Estimated Accuracy
 HX0078;SPC WV S     -   217,080.      643,580.      MT  (+/- 180 meters Scaled)
 HX0078
 HX0078                          SUPERSEDED SURVEY CONTROL
 HX0078
 HX0078  NGVD 29 (??/??/92)  321.416  (m)         1054.51   (f) ADJ UNCH    2 0
 HX0078
 HX0078.Superseded values are not recommended for survey control.
 HX0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0078.See file dsdata.txt to determine how the superseded data were derived.
 HX0078
 HX0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND435118(NAD 83)
 HX0078_MARKER: DB = BENCH MARK DISK
 HX0078_SETTING: 66 = SET IN ROCK OUTCROP
 HX0078_SP_SET: ROCK OUTCROP
 HX0078_STAMPING: G 10 1933
 HX0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0078+STABILITY: POSITION/ELEVATION WELL
 HX0078
 HX0078  HISTORY     - Date     Condition        Report By
 HX0078  HISTORY     - 1933     MONUMENTED       CGS
 HX0078
 HX0078                          STATION DESCRIPTION
 HX0078
 HX0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX0078'2.1 MI N FROM ROANVILLE.
 HX0078'2.1 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX0078'STATION AT ROANVILLE (ROANOKE), 82 RAILS SOUTH OF MILEPOST C 35,
 HX0078'ABOUT 41 RAILS NORTH OF THE NORTH END OF A TRESTLE, 1.5 RAILS
 HX0078'EAST OF A 3-FOOT OAK TREE ON THE SOUTHWEST SIDE OF THE TRACK,
 HX0078'IN THE TOP OF A LARGE ROCK OUTCROP, 10 FEET NORTHEAST OF THE
 HX0078'CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE TRACK.  A
 HX0078'STANDARD DISK STAMPED G 10 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1273 ***********************************************************************
 JX1273  DESIGNATION -  G 101
 JX1273  PID         -  JX1273
 JX1273  STATE/COUNTY-  WV/JACKSON
 JX1273  USGS QUAD   -  POND CREEK (1994)
 JX1273
 JX1273                         *CURRENT SURVEY CONTROL
 JX1273  ___________________________________________________________________
 JX1273* NAD 83(1986)-  39 04 26.     (N)    081 44 17.     (W)     SCALED    
 JX1273* NAVD 88     -       244.950  (meters)     803.64   (feet)  ADJUSTED  
 JX1273  ___________________________________________________________________
 JX1273  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX1273  DYNAMIC HT  -         244.795 (meters)     803.13  (feet)  COMP
 JX1273  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 JX1273
 JX1273  VERT ORDER  -  SECOND    CLASS 0
 JX1273
 JX1273.The horizontal coordinates were scaled from a topographic map and have
 JX1273.an estimated accuracy of +/- 6 seconds.
 JX1273
 JX1273.The orthometric height was determined by differential leveling
 JX1273.and adjusted by the National Geodetic Survey in June 1991..
 JX1273
 JX1273.The geoid height was determined by GEOID03.
 JX1273
 JX1273.The dynamic height is computed by dividing the NAVD 88
 JX1273.geopotential number by the normal gravity value computed on the
 JX1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1273.degrees latitude (g = 980.6199 gals.).
 JX1273
 JX1273.The modeled gravity was interpolated from observed gravity values.
 JX1273
 JX1273;                    North         East    Units  Estimated Accuracy
 JX1273;SPC WV S     -   230,450.      536,130.      MT  (+/- 180 meters Scaled)
 JX1273
 JX1273                          SUPERSEDED SURVEY CONTROL
 JX1273
 JX1273  NGVD 29 (??/??/92)  245.125  (m)          804.21   (f) ADJ UNCH    2 0
 JX1273
 JX1273.Superseded values are not recommended for survey control.
 JX1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1273.See file dsdata.txt to determine how the superseded data were derived.
 JX1273
 JX1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD361252(NAD 83)
 JX1273_MARKER: DB = BENCH MARK DISK
 JX1273_SETTING: 66 = SET IN ROCK OUTCROP
 JX1273_SP_SET: ROCK LEDGE
 JX1273_STAMPING: G 101 1956
 JX1273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1273+STABILITY: POSITION/ELEVATION WELL
 JX1273
 JX1273  HISTORY     - Date     Condition        Report By
 JX1273  HISTORY     - 1956     MONUMENTED       CGS
 JX1273
 JX1273                          STATION DESCRIPTION
 JX1273
 JX1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1273'4.4 MI SE FROM BELLEVILLE.
 JX1273'2.9 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE BALTIMORE AND
 JX1273'OHIO RAILROAD STATION AT BELLEVILLE TO A POINT 0.7 MILE SOUTH
 JX1273'OF BRIDGE OVER POND CREEK, THENCE ABOUT 0.8 MILE SOUTHEAST ALONG
 JX1273'A DIRT ROAD, THENCE ABOUT 0.1 MILE NORTHEAST ALONG A DIRT ROAD,
 JX1273'THENCE ABOUT 0.65 MILE SOUTHEAST ALONG A DIRT ROAD, ON A STEEP
 JX1273'GRADE DECENDING SOUTHEAST, IN THE TOP OF A SMALL SHELF ON WEST
 JX1273'SIDE OF A 6 BY 4-FOOT SANDSTONE LEDGE PROJECTING OUT OF CUT BANK,
 JX1273'10 FEET EAST OF CENTER LINE OF ROAD, 70 FEET NORTH OF EAST END
 JX1273'OF AN 18-INCH METAL PIPE CULVERT UNDER ROAD, 39 FEET SOUTH OF A
 JX1273'4-INCH LOCUST TREE WHICH IS IN A FENCE CORNER, 1 1/2 FEET SOUTH
 JX1273'OF A 12-INCH TRIANGLE CHISELED IN WEST FACE OF LEDGE AND ABOUT
 JX1273'LEVEL WITH BOTTOM OF TRIANGLE, ABOUT 1 FOOT BELOW THE TOP OF
 JX1273'LEDGE AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1290 ***********************************************************************
 JX1290  DESIGNATION -  G 102
 JX1290  PID         -  JX1290
 JX1290  STATE/COUNTY-  WV/WOOD
 JX1290  USGS QUAD   -  POND CREEK (1994)
 JX1290
 JX1290                         *CURRENT SURVEY CONTROL
 JX1290  ___________________________________________________________________
 JX1290* NAD 83(1986)-  39 03 09.     (N)    081 38 07.     (W)     SCALED    
 JX1290* NAVD 88     -       209.237  (meters)     686.47   (feet)  ADJUSTED  
 JX1290  ___________________________________________________________________
 JX1290  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JX1290  DYNAMIC HT  -         209.104 (meters)     686.04  (feet)  COMP
 JX1290  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 JX1290
 JX1290  VERT ORDER  -  SECOND    CLASS 0
 JX1290
 JX1290.The horizontal coordinates were scaled from a topographic map and have
 JX1290.an estimated accuracy of +/- 6 seconds.
 JX1290
 JX1290.The orthometric height was determined by differential leveling
 JX1290.and adjusted by the National Geodetic Survey in June 1991..
 JX1290
 JX1290.The geoid height was determined by GEOID03.
 JX1290
 JX1290.The dynamic height is computed by dividing the NAVD 88
 JX1290.geopotential number by the normal gravity value computed on the
 JX1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1290.degrees latitude (g = 980.6199 gals.).
 JX1290
 JX1290.The modeled gravity was interpolated from observed gravity values.
 JX1290
 JX1290;                    North         East    Units  Estimated Accuracy
 JX1290;SPC WV N     -    63,530.      415,180.      MT  (+/- 180 meters Scaled)
 JX1290
 JX1290                          SUPERSEDED SURVEY CONTROL
 JX1290
 JX1290  NGVD 29 (??/??/92)  209.403  (m)          687.02   (f) ADJ UNCH    2 0
 JX1290
 JX1290.Superseded values are not recommended for survey control.
 JX1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1290.See file dsdata.txt to determine how the superseded data were derived.
 JX1290
 JX1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD450227(NAD 83)
 JX1290_MARKER: DB = BENCH MARK DISK
 JX1290_SETTING: 66 = SET IN ROCK OUTCROP
 JX1290_SP_SET: ROCK LEDGE
 JX1290_STAMPING: G 102 1956
 JX1290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1290+STABILITY: POSITION/ELEVATION WELL
 JX1290
 JX1290  HISTORY     - Date     Condition        Report By
 JX1290  HISTORY     - 1956     MONUMENTED       CGS
 JX1290
 JX1290                          STATION DESCRIPTION
 JX1290
 JX1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1290'7.8 MI SW FROM ROCKPORT.
 JX1290'0.15 MILE SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1290'ROCKPORT, THENCE ABOUT 6.65 MILES SOUTHWEST AND WEST ALONG A
 JX1290'GRAVEL ROAD LEADING TO BELLEVILLE, THENCE ABOUT 1.05 MILES
 JX1290'SOUTHEAST ALONG A NARROW GRAVEL ROAD, ABOUT 0.85 MILE SOUTHEAST
 JX1290'OF A BRIDGE OVER POND CREEK, SET IN THE TOP OF A SANDSTONE
 JX1290'LEDGE ABOUT 4 BY 2 FEET AND PROJECTING 2 1/2 FEET, 45 FEET
 JX1290'NORTHEAST OF CENTER LINE OF ROAD, 35 FEET WEST-NORTHWEST OF WEST
 JX1290'CORNER OF CLARENCE STALLINGS RESIDENCE, 37 1/2 FEET EAST-SOUTHEAST
 JX1290'OF A POWER POLE, 12 FEET NORTHWEST OF CENTER OF A CREEK
 JX1290'BRANCH, AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1283 ***********************************************************************
 JX1283  DESIGNATION -  G 103
 JX1283  PID         -  JX1283
 JX1283  STATE/COUNTY-  WV/JACKSON
 JX1283  USGS QUAD   -  POND CREEK (1994)
 JX1283
 JX1283                         *CURRENT SURVEY CONTROL
 JX1283  ___________________________________________________________________
 JX1283* NAD 83(1986)-  39 00 30.     (N)    081 39 39.     (W)     SCALED    
 JX1283* NAVD 88     -       236.883  (meters)     777.17   (feet)  ADJUSTED  
 JX1283  ___________________________________________________________________
 JX1283  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JX1283  DYNAMIC HT  -         236.732 (meters)     776.68  (feet)  COMP
 JX1283  MODELED GRAV-     979,984.4   (mgal)                       NAVD 88
 JX1283
 JX1283  VERT ORDER  -  SECOND    CLASS 0
 JX1283
 JX1283.The horizontal coordinates were scaled from a topographic map and have
 JX1283.an estimated accuracy of +/- 6 seconds.
 JX1283
 JX1283.The orthometric height was determined by differential leveling
 JX1283.and adjusted by the National Geodetic Survey in June 1991..
 JX1283
 JX1283.The geoid height was determined by GEOID03.
 JX1283
 JX1283.The dynamic height is computed by dividing the NAVD 88
 JX1283.geopotential number by the normal gravity value computed on the
 JX1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1283.degrees latitude (g = 980.6199 gals.).
 JX1283
 JX1283.The modeled gravity was interpolated from observed gravity values.
 JX1283
 JX1283;                    North         East    Units  Estimated Accuracy
 JX1283;SPC WV S     -   223,120.      542,760.      MT  (+/- 180 meters Scaled)
 JX1283
 JX1283                          SUPERSEDED SURVEY CONTROL
 JX1283
 JX1283  NGVD 29 (??/??/92)  237.053  (m)          777.73   (f) ADJ UNCH    2 0
 JX1283
 JX1283.Superseded values are not recommended for survey control.
 JX1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1283.See file dsdata.txt to determine how the superseded data were derived.
 JX1283
 JX1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD427179(NAD 83)
 JX1283_MARKER: DB = BENCH MARK DISK
 JX1283_SETTING: 66 = SET IN ROCK OUTCROP
 JX1283_SP_SET: ROCK LEDGE
 JX1283_STAMPING: G 103 1956
 JX1283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1283+STABILITY: POSITION/ELEVATION WELL
 JX1283
 JX1283  HISTORY     - Date     Condition        Report By
 JX1283  HISTORY     - 1956     MONUMENTED       CGS
 JX1283  HISTORY     - 1976     GOOD             NGS
 JX1283
 JX1283                          STATION DESCRIPTION
 JX1283
 JX1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1283'1 MI N FROM CUBA.
 JX1283'1.05 MILES NORTH ALONG A NARROW GRAVEL ROAD FROM THE JUNCTION
 JX1283'OF SHERMAN-MEDINA ROAD AND SCHOOL AT CUBA, ABOUT 0.15 MILE
 JX1283'SOUTHWEST OF K.L. GOUGH FARM HOUSE, SET IN THE TOP OF THE
 JX1283'SOUTHWEST PART OF AN OUTCROPPING ROCK LEDGE WHICH IS ON
 JX1283'NORTHWEST BANK OF A STREAM, 40 FEET NORTHWEST AND ACROSS
 JX1283'STREAM FROM CENTER LINE OF ROAD, 53 FEET SOUTHWEST OF A TWIN
 JX1283'10-INCH SYCAMORE TREE, 33 1/2 FEET NORTHWEST AND ACROSS
 JX1283'STREAM FROM THE NORTHWEST CORNER OF A 5-FOOT WOODEN CULVERT
 JX1283'UNDER ROAD, 22 FEET NORTHEAST OF A LONE TWIN 6-INCH HICKORY
 JX1283'TREE, 11 FEET NORTHWEST OF CENTER OF STREAM, 57 FEET
 JX1283'SOUTH-SOUTHEAST OF A POWER POLE, AND ABOUT LEVEL WITH ROAD.
 JX1283
 JX1283                          STATION RECOVERY (1976)
 JX1283
 JX1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2334 ***********************************************************************
 HX2334  DESIGNATION -  G 104
 HX2334  PID         -  HX2334
 HX2334  STATE/COUNTY-  WV/MASON
 HX2334  USGS QUAD   -  NEW HAVEN (1994)
 HX2334
 HX2334                         *CURRENT SURVEY CONTROL
 HX2334  ___________________________________________________________________
 HX2334* NAD 83(1986)-  38 55 04.     (N)    081 59 38.     (W)     SCALED    
 HX2334* NAVD 88     -       194.823  (meters)     639.18   (feet)  ADJUSTED  
 HX2334  ___________________________________________________________________
 HX2334  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HX2334  DYNAMIC HT  -         194.700 (meters)     638.78  (feet)  COMP
 HX2334  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 HX2334
 HX2334  VERT ORDER  -  SECOND    CLASS 0
 HX2334
 HX2334.The horizontal coordinates were scaled from a topographic map and have
 HX2334.an estimated accuracy of +/- 6 seconds.
 HX2334
 HX2334.The orthometric height was determined by differential leveling
 HX2334.and adjusted by the National Geodetic Survey in June 1991..
 HX2334
 HX2334.The geoid height was determined by GEOID03.
 HX2334
 HX2334.The dynamic height is computed by dividing the NAVD 88
 HX2334.geopotential number by the normal gravity value computed on the
 HX2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2334.degrees latitude (g = 980.6199 gals.).
 HX2334
 HX2334.The modeled gravity was interpolated from observed gravity values.
 HX2334
 HX2334;                    North         East    Units  Estimated Accuracy
 HX2334;SPC WV S     -   213,320.      513,800.      MT  (+/- 180 meters Scaled)
 HX2334
 HX2334                          SUPERSEDED SURVEY CONTROL
 HX2334
 HX2334  NGVD 29 (??/??/92)  195.019  (m)          639.82   (f) ADJ UNCH    2 0
 HX2334
 HX2334.Superseded values are not recommended for survey control.
 HX2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2334.See file dsdata.txt to determine how the superseded data were derived.
 HX2334
 HX2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD138081(NAD 83)
 HX2334_MARKER: DB = BENCH MARK DISK
 HX2334_SETTING: 66 = SET IN ROCK OUTCROP
 HX2334_SP_SET: ROCK OUTCROP
 HX2334_STAMPING: G 104 1956
 HX2334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2334+STABILITY: POSITION/ELEVATION WELL
 HX2334
 HX2334  HISTORY     - Date     Condition        Report By
 HX2334  HISTORY     - 1956     MONUMENTED       CGS
 HX2334  HISTORY     - 1976     GOOD             NGS
 HX2334  HISTORY     - 1984     GOOD             NGS
 HX2334
 HX2334                          STATION DESCRIPTION
 HX2334
 HX2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2334'9.2 MI SE FROM LARKIN.
 HX2334'ABOUT 2.05 MILES SOUTH ALONG STATE HIGHWAY 62 FROM LAKIN STATE
 HX2334'HOSPITAL AT LAKIN, THENCE ABOUT 1.95 MILES SOUTHEAST AND 0.3
 HX2334'MILE NORTHEAST ALONG BLACK TOP ROADS, THENCE ABOUT 3.55 MILES
 HX2334'SOUTHEAST AND EAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.5 MILE
 HX2334'NORTH ALONG GRAVEL ROAD, THENCE ABOUT 0.9 MILE EAST ALONG GRAVEL
 HX2334'ROAD, ABOUT 0.45 MILE SOUTHWEST OF WHITES CHURCH AND CEMETERY,
 HX2334'ABOUT 0.35 MILE SOUTHWEST OF A GRAVEL ROAD SOUTHEAST, AT A POINT
 HX2334'WHERE THE ROAD CROSSES A ROCKY LEDGE, SET VERTICALLY IN FACE OF A
 HX2334'4 1/2 BY 1 1/2-FOOT ROCK OUTCROP PROJECTING OUT OF CUT BANK, NEAR
 HX2334'THE EAST END OF ROCKY PART OF CUT, 17 FEET NORTH-NORTHEAST OF
 HX2334'CENTER LINE OF ROAD, 180 FEET SOUTHEAST OF NORTHEAST END OF A
 HX2334'30-INCH CONCRETE PIPE CULVERT UNDER ROAD, 111 FEET SOUTHEAST OF A
 HX2334'FENCE CORNER, 1/2 FOOT BELOW THE TOP OF LEDGE AND ABOUT 3 1/2 FEET
 HX2334'ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM LETART, MASON
 HX2334'COUNTY BY GOING ABOUT 2.6 MILES NORTHWEST ALONG THE BALTIMORE AND
 HX2334'OHIO RAILROAD FROM THE STATION, THENCE ABOUT 4.0 MILES WEST ALONG
 HX2334'A GRAVEL ROAD, THENCE ABOUT 0.75 MILE WEST AND SOUTHWEST ALONG
 HX2334'A DIRT ROAD TO WHITES CHURCH AND CEMETERY, THENCE ABOUT 0.45
 HX2334'MILE SOUTHWEST ALONG A GRAVEL ROAD.
 HX2334
 HX2334                          STATION RECOVERY (1976)
 HX2334
 HX2334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2334'RECOVERED IN GOOD CONDITION.
 HX2334
 HX2334                          STATION RECOVERY (1984)
 HX2334
 HX2334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2387 ***********************************************************************
 HX2387  DESIGNATION -  G 105
 HX2387  PID         -  HX2387
 HX2387  STATE/COUNTY-  WV/JACKSON
 HX2387  USGS QUAD   -  KENNA (1975)
 HX2387
 HX2387                         *CURRENT SURVEY CONTROL
 HX2387  ___________________________________________________________________
 HX2387* NAD 83(1986)-  38 37 41.     (N)    081 40 28.     (W)     SCALED    
 HX2387* NAVD 88     -       205.491  (meters)     674.18   (feet)  ADJUSTED  
 HX2387  ___________________________________________________________________
 HX2387  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HX2387  DYNAMIC HT  -         205.352 (meters)     673.73  (feet)  COMP
 HX2387  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 HX2387
 HX2387  VERT ORDER  -  SECOND    CLASS 0
 HX2387
 HX2387.The horizontal coordinates were scaled from a topographic map and have
 HX2387.an estimated accuracy of +/- 6 seconds.
 HX2387
 HX2387.The orthometric height was determined by differential leveling
 HX2387.and adjusted by the National Geodetic Survey in June 1991..
 HX2387
 HX2387.The geoid height was determined by GEOID03.
 HX2387
 HX2387.The dynamic height is computed by dividing the NAVD 88
 HX2387.geopotential number by the normal gravity value computed on the
 HX2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2387.degrees latitude (g = 980.6199 gals.).
 HX2387
 HX2387.The modeled gravity was interpolated from observed gravity values.
 HX2387
 HX2387;                    North         East    Units  Estimated Accuracy
 HX2387;SPC WV S     -   180,910.      541,270.      MT  (+/- 180 meters Scaled)
 HX2387
 HX2387                          SUPERSEDED SURVEY CONTROL
 HX2387
 HX2387  NGVD 29 (??/??/92)  205.674  (m)          674.78   (f) ADJ UNCH    2 0
 HX2387
 HX2387.Superseded values are not recommended for survey control.
 HX2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2387.See file dsdata.txt to determine how the superseded data were derived.
 HX2387
 HX2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC412757(NAD 83)
 HX2387_MARKER: DB = BENCH MARK DISK
 HX2387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2387_SP_SET: CULVERT
 HX2387_STAMPING: G 105 1956
 HX2387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2387
 HX2387  HISTORY     - Date     Condition        Report By
 HX2387  HISTORY     - 1956     MONUMENTED       CGS
 HX2387
 HX2387                          STATION DESCRIPTION
 HX2387
 HX2387'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2387'3.8 MI S FROM KENNA.
 HX2387'ABOUT 3.85 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION
 HX2387'OF ROAD EAST TO KENTUCK AT KENNA, ABOUT 0.4 MILE NORTH OF WATTS
 HX2387'CHAPEL METHODIST CHURCH, 128 YARDS SOUTHEAST OF THE JUNCTION
 HX2387'OF A DIRT ROAD LEADING SOUTHWEST TO ROCK SPRING METHODIST CHURCH,
 HX2387'IN THE TOP OF THE NORTHWEST END OF NORTHEAST CONCRETE HEAD WALL
 HX2387'OF A 6-FOOT CONCRETE AND STONE CULVERT UNDER HIGHWAY, 14 FEET
 HX2387'NORTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2507 ***********************************************************************
 HX2507  DESIGNATION -  G 106
 HX2507  PID         -  HX2507
 HX2507  STATE/COUNTY-  WV/JACKSON
 HX2507  USGS QUAD   -  KENNA (1975)
 HX2507
 HX2507                         *CURRENT SURVEY CONTROL
 HX2507  ___________________________________________________________________
 HX2507* NAD 83(1986)-  38 44 24.     (N)    081 39 00.     (W)     SCALED    
 HX2507* NAVD 88     -       303.195  (meters)     994.73   (feet)  ADJUSTED  
 HX2507  ___________________________________________________________________
 HX2507  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HX2507  DYNAMIC HT  -         302.995 (meters)     994.08  (feet)  COMP
 HX2507  MODELED GRAV-     979,960.8   (mgal)                       NAVD 88
 HX2507
 HX2507  VERT ORDER  -  SECOND    CLASS 0
 HX2507
 HX2507.The horizontal coordinates were scaled from a topographic map and have
 HX2507.an estimated accuracy of +/- 6 seconds.
 HX2507
 HX2507.The orthometric height was determined by differential leveling
 HX2507.and adjusted by the National Geodetic Survey in June 1991..
 HX2507
 HX2507.The geoid height was determined by GEOID03.
 HX2507
 HX2507.The dynamic height is computed by dividing the NAVD 88
 HX2507.geopotential number by the normal gravity value computed on the
 HX2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2507.degrees latitude (g = 980.6199 gals.).
 HX2507
 HX2507.The modeled gravity was interpolated from observed gravity values.
 HX2507
 HX2507;                    North         East    Units  Estimated Accuracy
 HX2507;SPC WV S     -   193,320.      543,490.      MT  (+/- 180 meters Scaled)
 HX2507
 HX2507                          SUPERSEDED SURVEY CONTROL
 HX2507
 HX2507  NGVD 29 (??/??/92)  303.372  (m)          995.31   (f) ADJ UNCH    2 0
 HX2507
 HX2507.Superseded values are not recommended for survey control.
 HX2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2507.See file dsdata.txt to determine how the superseded data were derived.
 HX2507
 HX2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC435881(NAD 83)
 HX2507_MARKER: DB = BENCH MARK DISK
 HX2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2507_STAMPING: G 106 1956
 HX2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2507+STABILITY: SURFACE MOTION
 HX2507
 HX2507  HISTORY     - Date     Condition        Report By
 HX2507  HISTORY     - 1956     MONUMENTED       CGS
 HX2507
 HX2507                          STATION DESCRIPTION
 HX2507
 HX2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2507'2 MI W FROM STATTS MILLS.
 HX2507'ABOUT 1.95 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX2507'AT STATTS MILLS, ABOUT 0.8 MILE SOUTHEAST OF A CEMETERY, ABOUT
 HX2507'0.15 MILE SOUTH OF A CURVE WITH TANGENTS EXTENDING SOUTH AND
 HX2507'WEST, AT THE TOP OF A GRADE, 16 FEET EAST OF CENTER LINE OF
 HX2507'ROAD, 32 FEET SOUTHEAST OF CENTER OF JUNCTION OF A DRIVE
 HX2507'NORTHEAST TO A HOUSE WITH GREEN ASBESTOS SIDING, 2 FEET
 HX2507'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 HX2507'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2457 ***********************************************************************
 HX2457  DESIGNATION -  G 107
 HX2457  PID         -  HX2457
 HX2457  STATE/COUNTY-  WV/JACKSON
 HX2457  USGS QUAD   -  RIPLEY (1975)
 HX2457
 HX2457                         *CURRENT SURVEY CONTROL
 HX2457  ___________________________________________________________________
 HX2457* NAD 83(1986)-  38 48 31.     (N)    081 43 39.     (W)     SCALED    
 HX2457* NAVD 88     -       253.011  (meters)     830.09   (feet)  ADJUSTED  
 HX2457  ___________________________________________________________________
 HX2457  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HX2457  DYNAMIC HT  -         252.846 (meters)     829.55  (feet)  COMP
 HX2457  MODELED GRAV-     979,967.9   (mgal)                       NAVD 88
 HX2457
 HX2457  VERT ORDER  -  SECOND    CLASS 0
 HX2457
 HX2457.The horizontal coordinates were scaled from a topographic map and have
 HX2457.an estimated accuracy of +/- 6 seconds.
 HX2457
 HX2457.The orthometric height was determined by differential leveling
 HX2457.and adjusted by the National Geodetic Survey in June 1991..
 HX2457
 HX2457.The geoid height was determined by GEOID03.
 HX2457
 HX2457.The dynamic height is computed by dividing the NAVD 88
 HX2457.geopotential number by the normal gravity value computed on the
 HX2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2457.degrees latitude (g = 980.6199 gals.).
 HX2457
 HX2457.The modeled gravity was interpolated from observed gravity values.
 HX2457
 HX2457;                    North         East    Units  Estimated Accuracy
 HX2457;SPC WV S     -   200,990.      536,810.      MT  (+/- 180 meters Scaled)
 HX2457
 HX2457                          SUPERSEDED SURVEY CONTROL
 HX2457
 HX2457  NGVD 29 (??/??/92)  253.190  (m)          830.67   (f) ADJ UNCH    2 0
 HX2457
 HX2457.Superseded values are not recommended for survey control.
 HX2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2457.See file dsdata.txt to determine how the superseded data were derived.
 HX2457
 HX2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC368957(NAD 83)
 HX2457_MARKER: DB = BENCH MARK DISK
 HX2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2457_STAMPING: G 107 1956
 HX2457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2457+STABILITY: SURFACE MOTION
 HX2457
 HX2457  HISTORY     - Date     Condition        Report By
 HX2457  HISTORY     - 1956     MONUMENTED       CGS
 HX2457
 HX2457                          STATION DESCRIPTION
 HX2457
 HX2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2457'1.8 MI SW FROM RIPLEY.
 HX2457'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX2457'AT RIPLEY, THENCE ABOUT 1.35 MILE SOUTH AND SOUTHWEST ALONG A
 HX2457'NARROW GRAVEL ROAD, ABOUT 0.35 MILE SOUTHWEST OF THE TOP OF A
 HX2457'GRADE, ABOUT 115 YARDS NORTHEAST OF JUNCTION OF A DRIVE NORTHWEST
 HX2457'TO A FARM HOUSE AND THE BOTTOM OF GRADES, 11 FEET EAST OF CENTER
 HX2457'LINE OF ROAD, ALONG A SHORT NORTH-SOUTH TANGENT WHICH IS BETWEEN
 HX2457'REVERSE CURVES, 1 FOOT WEST OF A WIRE FENCE, 2 FEET NORTH OF A
 HX2457'WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD AND
 HX2457'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2354 ***********************************************************************
 HX2354  DESIGNATION -  G 108
 HX2354  PID         -  HX2354
 HX2354  STATE/COUNTY-  WV/JACKSON
 HX2354  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2354
 HX2354                         *CURRENT SURVEY CONTROL
 HX2354  ___________________________________________________________________
 HX2354* NAD 83(1986)-  38 52 03.     (N)    081 49 06.     (W)     SCALED    
 HX2354* NAVD 88     -       176.687  (meters)     579.68   (feet)  ADJUSTED  
 HX2354  ___________________________________________________________________
 HX2354  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HX2354  DYNAMIC HT  -         176.572 (meters)     579.30  (feet)  COMP
 HX2354  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 HX2354
 HX2354  VERT ORDER  -  SECOND    CLASS 0
 HX2354
 HX2354.The horizontal coordinates were scaled from a topographic map and have
 HX2354.an estimated accuracy of +/- 6 seconds.
 HX2354
 HX2354.The orthometric height was determined by differential leveling
 HX2354.and adjusted by the National Geodetic Survey in June 1991..
 HX2354
 HX2354.The geoid height was determined by GEOID03.
 HX2354
 HX2354.The dynamic height is computed by dividing the NAVD 88
 HX2354.geopotential number by the normal gravity value computed on the
 HX2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2354.degrees latitude (g = 980.6199 gals.).
 HX2354
 HX2354.The modeled gravity was interpolated from observed gravity values.
 HX2354
 HX2354;                    North         East    Units  Estimated Accuracy
 HX2354;SPC WV S     -   207,590.      528,980.      MT  (+/- 180 meters Scaled)
 HX2354
 HX2354                          SUPERSEDED SURVEY CONTROL
 HX2354
 HX2354  NGVD 29 (??/??/92)  176.864  (m)          580.26   (f) ADJ UNCH    2 0
 HX2354
 HX2354.Superseded values are not recommended for survey control.
 HX2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2354.See file dsdata.txt to determine how the superseded data were derived.
 HX2354
 HX2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD290023(NAD 83)
 HX2354_MARKER: DB = BENCH MARK DISK
 HX2354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2354_SP_SET: ABUTMENT
 HX2354_STAMPING: G 108 1956
 HX2354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2354
 HX2354  HISTORY     - Date     Condition        Report By
 HX2354  HISTORY     - 1956     MONUMENTED       CGS
 HX2354
 HX2354                          STATION DESCRIPTION
 HX2354
 HX2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2354'AT COTTAGEVILLE.
 HX2354'AT COTTAGEVILLE, ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 33 FROM
 HX2354'THE POST OFFICE, IN THE TOP OF THE SOUTH END OF EAST ABUTMENT
 HX2354'OF 175-FOOT CONCRETE BRIDGE OVER MILL CREEK, 15 FEET SOUTH OF
 HX2354'CENTER LINE OF HIGHWAY, 1/2 FOOT SOUTH OF CONCRETE BANISTER
 HX2354'AND ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0785 ***********************************************************************
 HY0785  DESIGNATION -  G 109
 HY0785  PID         -  HY0785
 HY0785  STATE/COUNTY-  WV/WAYNE
 HY0785  USGS QUAD   -  CATLETTSBURG (1985)
 HY0785
 HY0785                         *CURRENT SURVEY CONTROL
 HY0785  ___________________________________________________________________
 HY0785* NAD 83(1986)-  38 24 12.     (N)    082 30 05.     (W)     SCALED    
 HY0785* NAVD 88     -       168.862  (meters)     554.01   (feet)  ADJUSTED  
 HY0785  ___________________________________________________________________
 HY0785  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HY0785  DYNAMIC HT  -         168.748 (meters)     553.63  (feet)  COMP
 HY0785  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 HY0785
 HY0785  VERT ORDER  -  FIRST     CLASS II
 HY0785
 HY0785.The horizontal coordinates were scaled from a topographic map and have
 HY0785.an estimated accuracy of +/- 6 seconds.
 HY0785
 HY0785.The orthometric height was determined by differential leveling
 HY0785.and adjusted by the National Geodetic Survey in June 1991..
 HY0785
 HY0785.The geoid height was determined by GEOID03.
 HY0785
 HY0785.The dynamic height is computed by dividing the NAVD 88
 HY0785.geopotential number by the normal gravity value computed on the
 HY0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0785.degrees latitude (g = 980.6199 gals.).
 HY0785
 HY0785.The modeled gravity was interpolated from observed gravity values.
 HY0785
 HY0785;                    North         East    Units  Estimated Accuracy
 HY0785;SPC WV S     -   156,820.      468,870.      MT  (+/- 180 meters Scaled)
 HY0785
 HY0785                          SUPERSEDED SURVEY CONTROL
 HY0785
 HY0785  NGVD 29 (??/??/92)  169.042  (m)          554.60   (f) ADJ UNCH    1 2
 HY0785
 HY0785.Superseded values are not recommended for survey control.
 HY0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0785.See file dsdata.txt to determine how the superseded data were derived.
 HY0785
 HY0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC689516(NAD 83)
 HY0785_MARKER: DB = BENCH MARK DISK
 HY0785_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HY0785_STAMPING: G 109 1956
 HY0785_MARK LOGO: CGS   
 HY0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0785+STABILITY: SURFACE MOTION
 HY0785
 HY0785  HISTORY     - Date     Condition        Report By
 HY0785  HISTORY     - 1956     MONUMENTED       CGS
 HY0785  HISTORY     - 1984     GOOD             NGS
 HY0785
 HY0785                          STATION DESCRIPTION
 HY0785
 HY0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0785'AT HUNTINGTON.
 HY0785'AT HUNTINGTON, IN THE WEST PART OF TOWN, ABOUT 1/4 MILE WEST OF
 HY0785'WAYNE-CABELL COUNTY LINE, AT INTERSECTION OF THE BALTIMORE AND
 HY0785'OHIO RAILROAD AND CAMDEN ROAD, 163 FEET SOUTH OF SOUTH RAIL
 HY0785'OF B. AND O. RR, 9 1/2 FEET EAST OF EAST CURB OF CAMDEN ROAD,
 HY0785'SET VERTICALLY IN THE WEST FACE OF WESTMOORE FIRE STATION NO.
 HY0785'8, 1.4 FEET NORTH OF SOUTHWEST CORNER OF BUILDING, AND 1 1/2
 HY0785'FEET ABOVE LEVEL OF SIDE WALK.
 HY0785
 HY0785                          STATION RECOVERY (1984)
 HY0785
 HY0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1516 ***********************************************************************
 HX1516  DESIGNATION -  G 11
 HX1516  PID         -  HX1516
 HX1516  STATE/COUNTY-  WV/BRAXTON
 HX1516  USGS QUAD   -  GASSAWAY (1976)
 HX1516
 HX1516                         *CURRENT SURVEY CONTROL
 HX1516  ___________________________________________________________________
 HX1516* NAD 83(1986)-  38 39 39.     (N)    080 47 30.     (W)     SCALED    
 HX1516* NAVD 88     -       253.759  (meters)     832.54   (feet)  ADJUSTED  
 HX1516  ___________________________________________________________________
 HX1516  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HX1516  DYNAMIC HT  -         253.588 (meters)     831.98  (feet)  COMP
 HX1516  MODELED GRAV-     979,948.3   (mgal)                       NAVD 88
 HX1516
 HX1516  VERT ORDER  -  SECOND    CLASS 0
 HX1516
 HX1516.The horizontal coordinates were scaled from a topographic map and have
 HX1516.an estimated accuracy of +/- 6 seconds.
 HX1516
 HX1516.The orthometric height was determined by differential leveling
 HX1516.and adjusted by the National Geodetic Survey in June 1991..
 HX1516
 HX1516.The geoid height was determined by GEOID03.
 HX1516
 HX1516.The dynamic height is computed by dividing the NAVD 88
 HX1516.geopotential number by the normal gravity value computed on the
 HX1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1516.degrees latitude (g = 980.6199 gals.).
 HX1516
 HX1516.The modeled gravity was interpolated from observed gravity values.
 HX1516
 HX1516;                    North         East    Units  Estimated Accuracy
 HX1516;SPC WV S     -   184,360.      618,130.      MT  (+/- 180 meters Scaled)
 HX1516
 HX1516                          SUPERSEDED SURVEY CONTROL
 HX1516
 HX1516  NGVD 29 (??/??/92)  253.944  (m)          833.15   (f) ADJ UNCH    2 0
 HX1516
 HX1516.Superseded values are not recommended for survey control.
 HX1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1516.See file dsdata.txt to determine how the superseded data were derived.
 HX1516
 HX1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC181791(NAD 83)
 HX1516_MARKER: DB = BENCH MARK DISK
 HX1516_SETTING: 66 = SET IN ROCK OUTCROP
 HX1516_SP_SET: ROCK OUTCROP
 HX1516_STAMPING: G 11 1934
 HX1516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1516+STABILITY: POSITION/ELEVATION WELL
 HX1516
 HX1516  HISTORY     - Date     Condition        Report By
 HX1516  HISTORY     - 1934     MONUMENTED       CGS
 HX1516
 HX1516                          STATION DESCRIPTION
 HX1516
 HX1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HX1516'2.5 MI SW FROM GASSAWAY.
 HX1516'2.5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1516'THE STATION AT GASSAWAY, BRAXTON COUNTY, 11-1/2 RAILS WEST OF
 HX1516'POLE 89-20, AT THE BASE OF AND AT THE WEST END OF A LONG ROCK
 HX1516'CUT, IN THE TOP OF A LEDGE OF A LARGE ROCK OUTCROP, 12 FEET SOUTH
 HX1516'OF THE CENTERLINE OF THE TRACK, AND 2-1/2 FEET HIGHER THAN THE
 HX1516'TRACK.  A STANDARD DISK, STAMPED G 11 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2331 ***********************************************************************
 HX2331  DESIGNATION -  G 110
 HX2331  PID         -  HX2331
 HX2331  STATE/COUNTY-  WV/MASON
 HX2331  USGS QUAD   -  MOUNT ALTO (1994)
 HX2331
 HX2331                         *CURRENT SURVEY CONTROL
 HX2331  ___________________________________________________________________
 HX2331* NAD 83(1986)-  38 50 51.     (N)    081 57 27.     (W)     SCALED    
 HX2331* NAVD 88     -       226.766  (meters)     743.98   (feet)  ADJUSTED  
 HX2331  ___________________________________________________________________
 HX2331  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HX2331  DYNAMIC HT  -         226.620 (meters)     743.50  (feet)  COMP
 HX2331  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 HX2331
 HX2331  VERT ORDER  -  SECOND    CLASS 0
 HX2331
 HX2331.The horizontal coordinates were scaled from a topographic map and have
 HX2331.an estimated accuracy of +/- 6 seconds.
 HX2331
 HX2331.The orthometric height was determined by differential leveling
 HX2331.and adjusted by the National Geodetic Survey in June 1991..
 HX2331
 HX2331.The geoid height was determined by GEOID03.
 HX2331
 HX2331.The dynamic height is computed by dividing the NAVD 88
 HX2331.geopotential number by the normal gravity value computed on the
 HX2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2331.degrees latitude (g = 980.6199 gals.).
 HX2331
 HX2331.The modeled gravity was interpolated from observed gravity values.
 HX2331
 HX2331;                    North         East    Units  Estimated Accuracy
 HX2331;SPC WV S     -   205,490.      516,880.      MT  (+/- 180 meters Scaled)
 HX2331
 HX2331                          SUPERSEDED SURVEY CONTROL
 HX2331
 HX2331  NGVD 29 (??/??/92)  226.952  (m)          744.59   (f) ADJ UNCH    2 0
 HX2331
 HX2331.Superseded values are not recommended for survey control.
 HX2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2331.See file dsdata.txt to determine how the superseded data were derived.
 HX2331
 HX2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD169002(NAD 83)
 HX2331_MARKER: DB = BENCH MARK DISK
 HX2331_SETTING: 66 = SET IN ROCK OUTCROP
 HX2331_SP_SET: ROCK CUT
 HX2331_STAMPING: G 110 1956
 HX2331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2331+STABILITY: POSITION/ELEVATION WELL
 HX2331
 HX2331  HISTORY     - Date     Condition        Report By
 HX2331  HISTORY     - 1956     MONUMENTED       CGS
 HX2331  HISTORY     - 1984     MARK NOT FOUND   NGS
 HX2331
 HX2331                          STATION DESCRIPTION
 HX2331
 HX2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2331'3.6 MI E FROM FLATROCK.
 HX2331'ABOUT 3.55 MILES EAST ALONG STATE HIGHWAY 2 FROM THE CROSSROADS AT
 HX2331'FLATROCK, IN THE TOP OF A SMALL PROJECTION AT THE BOTTOM OF A ROCK
 HX2331'CUT, ABOUT 90 YARDS NORTHEAST OF SOUTHWEST END OF ROCK CUT,
 HX2331'27 1/2 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 50 FEET NORTHWEST
 HX2331'AND ACROSS HIGHWAY FROM A TELEPHONE POLE, 47 FEET EAST-NORTHEAST
 HX2331'AND BELOW PWOER POLE NO. 758 A 2, 14 FEET NORTH-NORTHEAST OF
 HX2331'NORTHEAST END OF NORTHWEST HEAD WALL OF AN 18-INCH PIPE CULVERT
 HX2331'UNDER HIGHWAY, 2 1/2 FEET BELOW AND 2 FEET SOUTHWEST OF A 12-INCH
 HX2331'TRIANGLE CHISELED IN FACE OF CUT AND ABOUT 2 1/2 FEET ABOVE LEVEL
 HX2331'OF HIGHWAY.
 HX2331
 HX2331                          STATION RECOVERY (1984)
 HX2331
 HX2331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2323 ***********************************************************************
 HX2323  DESIGNATION -  G 111
 HX2323  PID         -  HX2323
 HX2323  STATE/COUNTY-  WV/MASON
 HX2323  USGS QUAD   -  MOUNT ALTO (1994)
 HX2323
 HX2323                         *CURRENT SURVEY CONTROL
 HX2323  ___________________________________________________________________
 HX2323* NAD 83(1986)-  38 48 03.     (N)    081 54 00.     (W)     SCALED    
 HX2323* NAVD 88     -       271.622  (meters)     891.15   (feet)  ADJUSTED  
 HX2323  ___________________________________________________________________
 HX2323  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HX2323  DYNAMIC HT  -         271.444 (meters)     890.56  (feet)  COMP
 HX2323  MODELED GRAV-     979,963.8   (mgal)                       NAVD 88
 HX2323
 HX2323  VERT ORDER  -  SECOND    CLASS 0
 HX2323
 HX2323.The horizontal coordinates were scaled from a topographic map and have
 HX2323.an estimated accuracy of +/- 6 seconds.
 HX2323
 HX2323.The orthometric height was determined by differential leveling
 HX2323.and adjusted by the National Geodetic Survey in June 1991..
 HX2323
 HX2323.The geoid height was determined by GEOID03.
 HX2323
 HX2323.The dynamic height is computed by dividing the NAVD 88
 HX2323.geopotential number by the normal gravity value computed on the
 HX2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2323.degrees latitude (g = 980.6199 gals.).
 HX2323
 HX2323.The modeled gravity was interpolated from observed gravity values.
 HX2323
 HX2323;                    North         East    Units  Estimated Accuracy
 HX2323;SPC WV S     -   200,260.      521,820.      MT  (+/- 180 meters Scaled)
 HX2323
 HX2323                          SUPERSEDED SURVEY CONTROL
 HX2323
 HX2323  NGVD 29 (??/??/92)  271.804  (m)          891.74   (f) ADJ UNCH    2 0
 HX2323
 HX2323.Superseded values are not recommended for survey control.
 HX2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2323.See file dsdata.txt to determine how the superseded data were derived.
 HX2323
 HX2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC218950(NAD 83)
 HX2323_MARKER: DB = BENCH MARK DISK
 HX2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2323_STAMPING: G 111 1956
 HX2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2323+STABILITY: SURFACE MOTION
 HX2323
 HX2323  HISTORY     - Date     Condition        Report By
 HX2323  HISTORY     - 1956     MONUMENTED       CGS
 HX2323
 HX2323                          STATION DESCRIPTION
 HX2323
 HX2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2323'8.8 MI W FROM EVANS.
 HX2323'ABOUT 8.8 MILES SOUTHWEST AND NORTHWEST ALONG STATE HIGHWAY 87 FROM
 HX2323'THE JUNCTION OF U.S. HIGHWAY 33 AT EVANS, ABOUT 0.55 MILE SOUTHEAST
 HX2323'OF BADEN PRESBYTERIAN CHURCH AND CEMETERY, ABOUT 0.7 MILE NORTHWEST
 HX2323'OF CROSSROADS AT BADEN, AT THE SOUTHEAST END OF A DEEP THRU CUT,
 HX2323'81 FEET SOUTH-SOUTHWEST OF CENTER LINE OF HIGHWAY, 83 FEET
 HX2323'SOUTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND A ROAD NORTHEAST,
 HX2323'10 FEET EAST OF CENTER OF A FARM GATE, 3 1/2 FEET NORTHEAST OF A
 HX2323'FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 HX2323'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HX2323'PROJECTING 2 INCHES.  NOTE-- MARK IS REACHED FROM THE CROSSROADS
 HX2323'AT FLATROCK BY GOING ABOUT 5.75 MILES EAST ALONG STATE HIGHWAY 2,
 HX2323'THENCE ABOUT 3.05 MILES SOUTHEAST ALONG STATE HIGHWAY 87.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0276 ***********************************************************************
 HY0276  DESIGNATION -  G 112
 HY0276  PID         -  HY0276
 HY0276  STATE/COUNTY-  WV/MASON
 HY0276  USGS QUAD   -  ARLEE (1975)
 HY0276
 HY0276                         *CURRENT SURVEY CONTROL
 HY0276  ___________________________________________________________________
 HY0276* NAD 83(1986)-  38 43 55.     (N)    082 05 42.     (W)     SCALED    
 HY0276* NAVD 88     -       199.182  (meters)     653.48   (feet)  ADJUSTED  
 HY0276  ___________________________________________________________________
 HY0276  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HY0276  DYNAMIC HT  -         199.054 (meters)     653.06  (feet)  COMP
 HY0276  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 HY0276
 HY0276  VERT ORDER  -  SECOND    CLASS 0
 HY0276
 HY0276.The horizontal coordinates were scaled from a topographic map and have
 HY0276.an estimated accuracy of +/- 6 seconds.
 HY0276
 HY0276.The orthometric height was determined by differential leveling
 HY0276.and adjusted by the National Geodetic Survey in June 1991..
 HY0276
 HY0276.The geoid height was determined by GEOID03.
 HY0276
 HY0276.The dynamic height is computed by dividing the NAVD 88
 HY0276.geopotential number by the normal gravity value computed on the
 HY0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0276.degrees latitude (g = 980.6199 gals.).
 HY0276
 HY0276.The modeled gravity was interpolated from observed gravity values.
 HY0276
 HY0276;                    North         East    Units  Estimated Accuracy
 HY0276;SPC WV S     -   192,790.      504,790.      MT  (+/- 180 meters Scaled)
 HY0276
 HY0276                          SUPERSEDED SURVEY CONTROL
 HY0276
 HY0276  NGVD 29 (??/??/92)  199.368  (m)          654.09   (f) ADJ UNCH    2 0
 HY0276
 HY0276.Superseded values are not recommended for survey control.
 HY0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0276.See file dsdata.txt to determine how the superseded data were derived.
 HY0276
 HY0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC048876(NAD 83)
 HY0276_MARKER: DB = BENCH MARK DISK
 HY0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0276_STAMPING: G 112 1956
 HY0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0276+STABILITY: SURFACE MOTION
 HY0276
 HY0276  HISTORY     - Date     Condition        Report By
 HY0276  HISTORY     - 1956     MONUMENTED       CGS
 HY0276
 HY0276                          STATION DESCRIPTION
 HY0276
 HY0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0276'AT ARLEE.
 HY0276'AT ARLEE, ABOUT 80 YARDS NORTHWEST OF J.H. CAUDILL STORE AND GAS
 HY0276'STATION, AT THE JUNCTION OF EAST-WEST ROAD AND A ROAD NORTHEAST
 HY0276'TO COUCH, 21 FEET SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF
 HY0276'ROADS, 101 FEET WEST-NORTHWEST OF WEST CORNER OF A 12-FOOT
 HY0276'WOODEN BRIGE, 56 1/2 FEET NORTH-NORTHEAST OF NORTHWEST CORNER OF
 HY0276'A TILE BLOCK WELL HOUSE, 26 FEET EAST-SOUTHEAST OF EAST
 HY0276'CORNER OF CHARLEY DUNCAN RESIDENCE, 5 FEET SOUTHEAST OF
 HY0276'TELEPHONE POLE NO. 16/108, ABOUT 1 1/2 FEET ABOVE LEVEL OF
 HY0276'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2436 ***********************************************************************
 HX2436  DESIGNATION -  G 113
 HX2436  PID         -  HX2436
 HX2436  STATE/COUNTY-  WV/PUTNAM
 HX2436  USGS QUAD   -  ELMWOOD (1975)
 HX2436
 HX2436                         *CURRENT SURVEY CONTROL
 HX2436  ___________________________________________________________________
 HX2436* NAD 83(1986)-  38 39 24.     (N)    081 51 11.     (W)     SCALED    
 HX2436* NAVD 88     -       319.585  (meters)    1048.51   (feet)  ADJUSTED  
 HX2436  ___________________________________________________________________
 HX2436  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HX2436  DYNAMIC HT  -         319.374 (meters)    1047.81  (feet)  COMP
 HX2436  MODELED GRAV-     979,957.4   (mgal)                       NAVD 88
 HX2436
 HX2436  VERT ORDER  -  SECOND    CLASS 0
 HX2436
 HX2436.The horizontal coordinates were scaled from a topographic map and have
 HX2436.an estimated accuracy of +/- 6 seconds.
 HX2436
 HX2436.The orthometric height was determined by differential leveling
 HX2436.and adjusted by the National Geodetic Survey in June 1991..
 HX2436
 HX2436.The geoid height was determined by GEOID03.
 HX2436
 HX2436.The dynamic height is computed by dividing the NAVD 88
 HX2436.geopotential number by the normal gravity value computed on the
 HX2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2436.degrees latitude (g = 980.6199 gals.).
 HX2436
 HX2436.The modeled gravity was interpolated from observed gravity values.
 HX2436
 HX2436;                    North         East    Units  Estimated Accuracy
 HX2436;SPC WV S     -   184,220.      525,750.      MT  (+/- 180 meters Scaled)
 HX2436
 HX2436                          SUPERSEDED SURVEY CONTROL
 HX2436
 HX2436  NGVD 29 (??/??/92)  319.780  (m)         1049.14   (f) ADJ UNCH    2 0
 HX2436
 HX2436.Superseded values are not recommended for survey control.
 HX2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2436.See file dsdata.txt to determine how the superseded data were derived.
 HX2436
 HX2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC257790(NAD 83)
 HX2436_MARKER: DB = BENCH MARK DISK
 HX2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2436_STAMPING: G 113 1956
 HX2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2436+STABILITY: SURFACE MOTION
 HX2436
 HX2436  HISTORY     - Date     Condition        Report By
 HX2436  HISTORY     - 1956     MONUMENTED       CGS
 HX2436
 HX2436                          STATION DESCRIPTION
 HX2436
 HX2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2436'8.4 MI E FROM ROBERTSBURG.
 HX2436'ABOUT 8.35 MILES EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 HX2436'HIGHWAY 35 AND NORTH END OF HIGHWAY BRIDGE OVER EIGHTEENMILE
 HX2436'CREEK AT ROBERTSBURG, 180 FEET NORTHEAST OF JUNCTION OF A ROAD
 HX2436'SOUTH, ABOUT 0.1 MILE NORTH-NORTHWEST AND ACROSS LARGE CEMETERY
 HX2436'FROM WALKERS CHAPEL, AT THE NORTH CORNER OF LARGE CEMETERY AT BEE,
 HX2436'15 FEET SOUTHEAST OF CENTER LINE OF ROAD, 67 FEET NORTH OF GRAVE
 HX2436'STONE OF CHARLES G. HERDMAN, 1 FOOT NORTHWEST OF A FENCE LINE,
 HX2436'1 1/2 FEET NORTH OF CEMETERY FENCE CORNER, 2 FEET NORTHEAST OF A
 HX2436'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE
 HX2436'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0288 ***********************************************************************
 HY0288  DESIGNATION -  G 114
 HY0288  PID         -  HY0288
 HY0288  STATE/COUNTY-  WV/MASON
 HY0288  USGS QUAD   -  BEECH HILL (1975)
 HY0288
 HY0288                         *CURRENT SURVEY CONTROL
 HY0288  ___________________________________________________________________
 HY0288* NAD 83(1986)-  38 45 20.     (N)    082 04 45.     (W)     SCALED    
 HY0288* NAVD 88     -       188.947  (meters)     619.90   (feet)  ADJUSTED  
 HY0288  ___________________________________________________________________
 HY0288  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HY0288  DYNAMIC HT  -         188.826 (meters)     619.51  (feet)  COMP
 HY0288  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 HY0288
 HY0288  VERT ORDER  -  SECOND    CLASS 0
 HY0288
 HY0288.The horizontal coordinates were scaled from a topographic map and have
 HY0288.an estimated accuracy of +/- 6 seconds.
 HY0288
 HY0288.The orthometric height was determined by differential leveling
 HY0288.and adjusted by the National Geodetic Survey in June 1991..
 HY0288
 HY0288.The geoid height was determined by GEOID03.
 HY0288
 HY0288.The dynamic height is computed by dividing the NAVD 88
 HY0288.geopotential number by the normal gravity value computed on the
 HY0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0288.degrees latitude (g = 980.6199 gals.).
 HY0288
 HY0288.The modeled gravity was interpolated from observed gravity values.
 HY0288
 HY0288;                    North         East    Units  Estimated Accuracy
 HY0288;SPC WV S     -   195,400.      506,200.      MT  (+/- 180 meters Scaled)
 HY0288
 HY0288                          SUPERSEDED SURVEY CONTROL
 HY0288
 HY0288  NGVD 29 (??/??/92)  189.137  (m)          620.53   (f) ADJ UNCH    2 0
 HY0288
 HY0288.Superseded values are not recommended for survey control.
 HY0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0288.See file dsdata.txt to determine how the superseded data were derived.
 HY0288
 HY0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC062902(NAD 83)
 HY0288_MARKER: DB = BENCH MARK DISK
 HY0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0288_STAMPING: G 114 1956
 HY0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0288+STABILITY: SURFACE MOTION
 HY0288
 HY0288  HISTORY     - Date     Condition        Report By
 HY0288  HISTORY     - 1956     MONUMENTED       CGS
 HY0288
 HY0288                          STATION DESCRIPTION
 HY0288
 HY0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0288'3 MI SW FROM COUCH.
 HY0288'ABOUT 2.95 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO ARLEE
 HY0288'FROM THE INTERSECTION OF STATE HIGHWAY 17 AT COUCH, ABOUT 1.95
 HY0288'MILES NORTHEAST ALONG GRAVEL ROAD FROM ROAD JUNCTION AND J.H.
 HY0288'CAUDILL STORE AT ARLEE, ABOUT 0.15 MILE NORTH OF JUNCTION OF
 HY0288'ROAD EAST AT FIVEMILE, ABOUT 0.4 MILE NORTHEAST OF FIVEMILE
 HY0288'SCHOOL, 21 FEET WEST OF CENTER LINE OF ROAD, 38 FEET NORTHEAST
 HY0288'OF NORTHEAST CORNER OF A TAR-PAPER COVERED HOUSE, 16 FEET
 HY0288'NORTH-NORTHWEST OF WEST END OF A 30-INCH METAL PIPE CULVERT
 HY0288'UNDER ROAD, 8 FEET NORTH-NORTHEAST OF A 12-INCH WALNUT TREE IN A
 HY0288'FENCE CORNER, 2 FEET EAST OF A FENCE LINE, 2 FEET NORTHEAST OF
 HY0288'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD
 HY0288'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0259 ***********************************************************************
 HY0259  DESIGNATION -  G 115
 HY0259  PID         -  HY0259
 HY0259  STATE/COUNTY-  WV/MASON
 HY0259  USGS QUAD   -  ARLEE (1975)
 HY0259
 HY0259                         *CURRENT SURVEY CONTROL
 HY0259  ___________________________________________________________________
 HY0259* NAD 83(1986)-  38 39 08.     (N)    082 04 11.     (W)     SCALED    
 HY0259* NAVD 88     -       236.178  (meters)     774.86   (feet)  ADJUSTED  
 HY0259  ___________________________________________________________________
 HY0259  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HY0259  DYNAMIC HT  -         236.024 (meters)     774.36  (feet)  COMP
 HY0259  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 HY0259
 HY0259  VERT ORDER  -  SECOND    CLASS 0
 HY0259
 HY0259.The horizontal coordinates were scaled from a topographic map and have
 HY0259.an estimated accuracy of +/- 6 seconds.
 HY0259
 HY0259.The orthometric height was determined by differential leveling
 HY0259.and adjusted by the National Geodetic Survey in June 1991..
 HY0259
 HY0259.The geoid height was determined by GEOID03.
 HY0259
 HY0259.The dynamic height is computed by dividing the NAVD 88
 HY0259.geopotential number by the normal gravity value computed on the
 HY0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0259.degrees latitude (g = 980.6199 gals.).
 HY0259
 HY0259.The modeled gravity was interpolated from observed gravity values.
 HY0259
 HY0259;                    North         East    Units  Estimated Accuracy
 HY0259;SPC WV S     -   183,920.      506,890.      MT  (+/- 180 meters Scaled)
 HY0259
 HY0259                          SUPERSEDED SURVEY CONTROL
 HY0259
 HY0259  NGVD 29 (??/??/92)  236.358  (m)          775.45   (f) ADJ UNCH    2 0
 HY0259
 HY0259.Superseded values are not recommended for survey control.
 HY0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0259.See file dsdata.txt to determine how the superseded data were derived.
 HY0259
 HY0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC069787(NAD 83)
 HY0259_MARKER: DB = BENCH MARK DISK
 HY0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0259_STAMPING: G 115 1956
 HY0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0259+STABILITY: SURFACE MOTION
 HY0259
 HY0259  HISTORY     - Date     Condition        Report By
 HY0259  HISTORY     - 1956     MONUMENTED       CGS
 HY0259
 HY0259                          STATION DESCRIPTION
 HY0259
 HY0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0259'6.3 MI E FROM MERCERS BOTTOM.
 HY0259'5.75 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF STATE
 HY0259'HIGHWAY 2 AND POST OFFICE AT MERCERS BOTTOM, THENCE ABOUT 0.55
 HY0259'MILE NORTH ALONG A GRAVEL ROAD, 18 FEET WEST OF CENTER LINE OF
 HY0259'ROAD, 87 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF A 2-STORY
 HY0259'LOG HOUSE, 38 FEET SOUTHWEST AND ACROSS ROAD FROM SOUTHWEST
 HY0259'CORNER OF A BARN, 22 FEET SOUTH-SOUTHEAST OF A LONE 30-INCH
 HY0259'APPLE TREE, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 HY0259'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0044 ***********************************************************************
 HY0044  DESIGNATION -  G 116
 HY0044  PID         -  HY0044
 HY0044  STATE/COUNTY-  WV/CABELL
 HY0044  USGS QUAD   -  ATHALIA (1985)
 HY0044
 HY0044                         *CURRENT SURVEY CONTROL
 HY0044  ___________________________________________________________________
 HY0044* NAD 83(1986)-  38 35 06.     (N)    082 15 46.     (W)     SCALED    
 HY0044* NAVD 88     -       170.375  (meters)     558.97   (feet)  ADJUSTED  
 HY0044  ___________________________________________________________________
 HY0044  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HY0044  DYNAMIC HT  -         170.264 (meters)     558.61  (feet)  COMP
 HY0044  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 HY0044
 HY0044  VERT ORDER  -  FIRST     CLASS II
 HY0044
 HY0044.The horizontal coordinates were scaled from a topographic map and have
 HY0044.an estimated accuracy of +/- 6 seconds.
 HY0044
 HY0044.The orthometric height was determined by differential leveling
 HY0044.and adjusted by the National Geodetic Survey in June 1991..
 HY0044
 HY0044.The geoid height was determined by GEOID03.
 HY0044
 HY0044.The dynamic height is computed by dividing the NAVD 88
 HY0044.geopotential number by the normal gravity value computed on the
 HY0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0044.degrees latitude (g = 980.6199 gals.).
 HY0044
 HY0044.The modeled gravity was interpolated from observed gravity values.
 HY0044
 HY0044;                    North         East    Units  Estimated Accuracy
 HY0044;SPC WV S     -   176,670.      489,980.      MT  (+/- 180 meters Scaled)
 HY0044
 HY0044                          SUPERSEDED SURVEY CONTROL
 HY0044
 HY0044  NGVD 29 (??/??/92)  170.561  (m)          559.58   (f) ADJ UNCH    1 2
 HY0044
 HY0044.Superseded values are not recommended for survey control.
 HY0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0044.See file dsdata.txt to determine how the superseded data were derived.
 HY0044
 HY0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC900714(NAD 83)
 HY0044_MARKER: DB = BENCH MARK DISK
 HY0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0044_STAMPING: G 116 1956
 HY0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0044+STABILITY: SURFACE MOTION
 HY0044
 HY0044  HISTORY     - Date     Condition        Report By
 HY0044  HISTORY     - 1956     MONUMENTED       CGS
 HY0044  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0044
 HY0044                          STATION DESCRIPTION
 HY0044
 HY0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0044'3 MI NE FROM GREENBOTTOM.
 HY0044'ABOUT 2.95 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY0044'FROM THE ROAD CROSSING AT GREENBOTTOM, ABOUT 1.1 MILES NORTHEAST
 HY0044'OF THE STATION SIGN AT CROWN CITY, 34 FEET NORTH OF CENTER LINE
 HY0044'OF STATE HIGHWAY 2, 19 FEET SOUTH OF SOUTH RAIL OF TRACK, 37 FEET
 HY0044'SOUTHEAST OF CENTER OF A FIELD ROAD CROSSING, 41 1/2 FEET
 HY0044'SOUTH-SOUTHWEST AND ACROSS TRACK FROM TELEPHONE POLE NO. 196+31,
 HY0044'78 FEET WEST-NORTHWEST OF POWER POLE NO. 8812-17, ABOUT 40 YARDS
 HY0044'NORTHEAST AND ACROSS HIGHWAY FROM HOUSE NO. 8615, ABOUT 2 1/2 FEET
 HY0044'BELOW LEVEL OF HIGHWAY, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 HY0044'POST, ABOUT 2 1/2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP
 HY0044'OF A CONCRETE POST PROJECTING 3 INCHES.
 HY0044
 HY0044                          STATION RECOVERY (1984)
 HY0044
 HY0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0044'NOT RECOVERED, BELIEVED DESTROYED AS ONLY WHAT LOOKS TO BE THE BOTTOM
 HY0044'OF THE CONCRETE POST WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0215 ***********************************************************************
 HY0215  DESIGNATION -  G 117
 HY0215  PID         -  HY0215
 HY0215  STATE/COUNTY-  WV/CABELL
 HY0215  USGS QUAD   -  GLENWOOD (1990)
 HY0215
 HY0215                         *CURRENT SURVEY CONTROL
 HY0215  ___________________________________________________________________
 HY0215* NAD 83(1986)-  38 31 09.     (N)    082 14 00.     (W)     SCALED    
 HY0215* NAVD 88     -       285.009  (meters)     935.07   (feet)  ADJUSTED  
 HY0215  ___________________________________________________________________
 HY0215  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HY0215  DYNAMIC HT  -         284.821 (meters)     934.45  (feet)  COMP
 HY0215  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 HY0215
 HY0215  VERT ORDER  -  SECOND    CLASS 0
 HY0215
 HY0215.The horizontal coordinates were scaled from a topographic map and have
 HY0215.an estimated accuracy of +/- 6 seconds.
 HY0215
 HY0215.The orthometric height was determined by differential leveling
 HY0215.and adjusted by the National Geodetic Survey in June 1991..
 HY0215
 HY0215.The geoid height was determined by GEOID03.
 HY0215
 HY0215.The dynamic height is computed by dividing the NAVD 88
 HY0215.geopotential number by the normal gravity value computed on the
 HY0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0215.degrees latitude (g = 980.6199 gals.).
 HY0215
 HY0215.The modeled gravity was interpolated from observed gravity values.
 HY0215
 HY0215;                    North         East    Units  Estimated Accuracy
 HY0215;SPC WV S     -   169,330.      492,450.      MT  (+/- 180 meters Scaled)
 HY0215
 HY0215                          SUPERSEDED SURVEY CONTROL
 HY0215
 HY0215  NGVD 29 (??/??/92)  285.194  (m)          935.67   (f) ADJ UNCH    2 0
 HY0215
 HY0215.Superseded values are not recommended for survey control.
 HY0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0215.See file dsdata.txt to determine how the superseded data were derived.
 HY0215
 HY0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC924641(NAD 83)
 HY0215_MARKER: DB = BENCH MARK DISK
 HY0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0215_STAMPING: G 117 1956
 HY0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0215+STABILITY: SURFACE MOTION
 HY0215
 HY0215  HISTORY     - Date     Condition        Report By
 HY0215  HISTORY     - 1956     MONUMENTED       CGS
 HY0215
 HY0215                          STATION DESCRIPTION
 HY0215
 HY0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0215'5.5 MI SE FROM GREENBOTTOM.
 HY0215'0.8 MILE EAST AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION
 HY0215'OF STATE HIGHWAY 2 AND C.C. CLUTTS STORE AT GREENBOTTOM, THENCE
 HY0215'ABOUT 4.2 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 HY0215'ABOUT 0.5 MILE SOUTH ALONG A BLACK TOP ROAD, ABOUT 43 YARDS
 HY0215'SOUTHWEST OF THE TOP OF A SMALL GRADE, ABOUT 45 YARDS NORTHEAST
 HY0215'OF THE BOTTOM OF GRADES, 21 FEET NORTHWEST OF CENTER LINE OF BLACK
 HY0215'TOP ROAD, 78 FEET SOUTHWEST OF CENTER OF JUNCTION OF A DRIVE EAST
 HY0215'TO A FARM HOUSE, 62 FEET WEST AND DIAGONALLY ACROSS ROAD FROM
 HY0215'TELEPHONE CABLE POLE NO. 110-166, 3 FEET SOUTHWEST OF POWER POLE
 HY0215'NO. 9513-14, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 HY0215'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED
 HY0215'FROM YATES, CABELL COUNTY, BY GOING ABOUT 0.35 MILE NORTH ALONG
 HY0215'A BLACK TOP ROAD FROM CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY,
 HY0215'THENCE ABOUT 1.45 MILES WEST ALONG A GRAVEL AND BLACK TOP ROAD,
 HY0215'THENCE ABOUT 5.35 MILES NORTH ALONG A BLACK TOP ROAD, THENCE ABOUT
 HY0215'0.75 MILE NORTHWEST ALONG A BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0029 ***********************************************************************
 HY0029  DESIGNATION -  G 118
 HY0029  PID         -  HY0029
 HY0029  STATE/COUNTY-  WV/MASON
 HY0029  USGS QUAD   -  APPLE GROVE (1987)
 HY0029
 HY0029                         *CURRENT SURVEY CONTROL
 HY0029  ___________________________________________________________________
 HY0029* NAD 83(1986)-  38 40 21.     (N)    082 10 30.     (W)     SCALED    
 HY0029* NAVD 88     -       176.547  (meters)     579.22   (feet)  ADJUSTED  
 HY0029  ___________________________________________________________________
 HY0029  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HY0029  DYNAMIC HT  -         176.433 (meters)     578.85  (feet)  COMP
 HY0029  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 HY0029
 HY0029  VERT ORDER  -  FIRST     CLASS II
 HY0029
 HY0029.The horizontal coordinates were scaled from a topographic map and have
 HY0029.an estimated accuracy of +/- 6 seconds.
 HY0029
 HY0029.The orthometric height was determined by differential leveling
 HY0029.and adjusted by the National Geodetic Survey in June 1991..
 HY0029
 HY0029.The geoid height was determined by GEOID03.
 HY0029
 HY0029.The dynamic height is computed by dividing the NAVD 88
 HY0029.geopotential number by the normal gravity value computed on the
 HY0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0029.degrees latitude (g = 980.6199 gals.).
 HY0029
 HY0029.The modeled gravity was interpolated from observed gravity values.
 HY0029
 HY0029;                    North         East    Units  Estimated Accuracy
 HY0029;SPC WV S     -   186,280.      497,750.      MT  (+/- 180 meters Scaled)
 HY0029
 HY0029                          SUPERSEDED SURVEY CONTROL
 HY0029
 HY0029  NGVD 29 (??/??/92)  176.739  (m)          579.85   (f) ADJ UNCH    1 2
 HY0029
 HY0029.Superseded values are not recommended for survey control.
 HY0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0029.See file dsdata.txt to determine how the superseded data were derived.
 HY0029
 HY0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC977810(NAD 83)
 HY0029_MARKER: DB = BENCH MARK DISK
 HY0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0029_STAMPING: G 118 1956
 HY0029_MARK LOGO: CGS   
 HY0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0029+STABILITY: SURFACE MOTION
 HY0029
 HY0029  HISTORY     - Date     Condition        Report By
 HY0029  HISTORY     - 1956     MONUMENTED       CGS
 HY0029  HISTORY     - 1976     GOOD             NGS
 HY0029  HISTORY     - 1984     GOOD             NGS
 HY0029
 HY0029                          STATION DESCRIPTION
 HY0029
 HY0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0029'1 MI S FROM HOGSETT.
 HY0029'ABOUT 1.05 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HY0029'FROM THE STORE AND POST OFFICE AT HOGSETT, ABOUT 1.0 MILE NORTH OF
 HY0029'ROAD CROSSING AT APPLE GROVE, AT A PRIVATE ROAD CROSSING, 25 1/2
 HY0029'FEET EAST OF EAST RAIL, 51 FEET EAST AND ACROSS TRACK FROM
 HY0029'TELEPHONE POLE NO. 186+22, 36 FEET SOUTHEAST OF CENTER OF PRIVATE
 HY0029'ROAD CROSSING, 56 FEET WEST-SOUTHWEST OF POWER POLE NO. 944
 HY0029'B 29/3933, 23 FEET SOUTH OF CENTER LINE OF PRIVATE ROAD, 16
 HY0029'FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE LINE, 2
 HY0029'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW
 HY0029'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY0029'3 INCHES.
 HY0029
 HY0029                          STATION RECOVERY (1976)
 HY0029
 HY0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0029'RECOVERED IN GOOD CONDITION.
 HY0029
 HY0029                          STATION RECOVERY (1984)
 HY0029
 HY0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0240 ***********************************************************************
 HY0240  DESIGNATION -  G 119
 HY0240  PID         -  HY0240
 HY0240  STATE/COUNTY-  WV/PUTNAM
 HY0240  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0240
 HY0240                         *CURRENT SURVEY CONTROL
 HY0240  ___________________________________________________________________
 HY0240* NAD 83(1986)-  38 31 48.     (N)    082 02 12.     (W)     SCALED    
 HY0240* NAVD 88     -       199.407  (meters)     654.22   (feet)  POSTED    
 HY0240  ___________________________________________________________________
 HY0240  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HY0240  DYNAMIC HT  -         199.270 (meters)     653.77  (feet)  COMP
 HY0240  MODELED GRAV-     979,944.9   (mgal)                       NAVD 88
 HY0240
 HY0240  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0240
 HY0240.The horizontal coordinates were scaled from a topographic map and have
 HY0240.an estimated accuracy of +/- 6 seconds.
 HY0240
 HY0240.The orthometric height was determined by differential leveling
 HY0240.and adjusted by the National Geodetic Survey in 1992..
 HY0240.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0240.rate of 2.1 thru 3.0 mm/km.
 HY0240
 HY0240.The geoid height was determined by GEOID03.
 HY0240
 HY0240.The dynamic height is computed by dividing the NAVD 88
 HY0240.geopotential number by the normal gravity value computed on the
 HY0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0240.degrees latitude (g = 980.6199 gals.).
 HY0240
 HY0240.The modeled gravity was interpolated from observed gravity values.
 HY0240
 HY0240;                    North         East    Units  Estimated Accuracy
 HY0240;SPC WV S     -   170,320.      509,610.      MT  (+/- 180 meters Scaled)
 HY0240
 HY0240                          SUPERSEDED SURVEY CONTROL
 HY0240
 HY0240  NGVD 29 (??/??/92)  199.572  (m)          654.76   (f) ADJ UNCH    2 0
 HY0240
 HY0240.Superseded values are not recommended for survey control.
 HY0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0240.See file dsdata.txt to determine how the superseded data were derived.
 HY0240
 HY0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC096651(NAD 83)
 HY0240_MARKER: DB = BENCH MARK DISK
 HY0240_SETTING: 66 = SET IN ROCK OUTCROP
 HY0240_SP_SET: ROCK LEDGE
 HY0240_STAMPING: G 119 1956
 HY0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0240+STABILITY: POSITION/ELEVATION WELL
 HY0240
 HY0240  HISTORY     - Date     Condition        Report By
 HY0240  HISTORY     - 1956     MONUMENTED       CGS
 HY0240  HISTORY     - 20040405 POOR             INDIV
 HY0240
 HY0240                          STATION DESCRIPTION
 HY0240
 HY0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0240'2.2 MI NE FROM MT OLIVE.
 HY0240'ABOUT 0.25 MILE NORTH ALONG A ROAD FROM THE CHURCH AND CEMETERY
 HY0240'AT MT. OLIVE, THENCE ABOUT 1.9 MILES EAST ALONG A GRAVEL ROAD,
 HY0240'ABOUT 0.3 MILE WEST OF A CONCRETE BLOCK CHURCH AND JUNCTION OF
 HY0240'A ROAD SOUTH, ABOUT 0.6 MILE EAST OF RED JOE SCHOOL, SET VERTICALLY
 HY0240'IN FACE OF AN OUTCROPPING ROCK LEDGE ABOUT 45 BY 6 FEET, 15 FEET
 HY0240'NORTH-NORTHWEST OF CENTER LINE OF ROAD, 85 FEET NORTH-NORTHEAST
 HY0240'AND ACROSS ROAD FROM THE NORTHEAST CORNER OF A HOUSE OWNED BY
 HY0240'J.I. SEBLIFF, 142 FEET EAST-NORTHEAST OF NORTH END OF A 30-INCH
 HY0240'CONCRETE PIPE CULVERT UNDER ROAD, 15 FEET WEST-SOUTHWEST OF EAST
 HY0240'END OF LEDGE AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 HY0240
 HY0240                          STATION RECOVERY (2004)
 HY0240
 HY0240'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DLM)
 HY0240'ROCK OUTCROP HAS ERODED FROM AROUND THE DISK, HOWEVER THE POINT
 HY0240'APPEARS TO REMAIN SOLIDLY ATTACHED.  THE DISK NOW PROTRUDES FROM THE
 HY0240'FACE OF THE ROCK 1 INCH +-
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1941 ***********************************************************************
 HX1941  DESIGNATION -  G 12
 HX1941  PID         -  HX1941
 HX1941  STATE/COUNTY-  WV/CLAY
 HX1941  USGS QUAD   -  ELKHURST (1976)
 HX1941
 HX1941                         *CURRENT SURVEY CONTROL
 HX1941  ___________________________________________________________________
 HX1941* NAD 83(1986)-  38 27 21.     (N)    081 11 48.     (W)     SCALED    
 HX1941* NAVD 88     -       203.299  (meters)     666.99   (feet)  ADJUSTED  
 HX1941  ___________________________________________________________________
 HX1941  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HX1941  DYNAMIC HT  -         203.160 (meters)     666.53  (feet)  COMP
 HX1941  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 HX1941
 HX1941  VERT ORDER  -  SECOND    CLASS 0
 HX1941
 HX1941.The horizontal coordinates were scaled from a topographic map and have
 HX1941.an estimated accuracy of +/- 6 seconds.
 HX1941
 HX1941.The orthometric height was determined by differential leveling
 HX1941.and adjusted by the National Geodetic Survey in June 1991..
 HX1941
 HX1941.The geoid height was determined by GEOID03.
 HX1941
 HX1941.The dynamic height is computed by dividing the NAVD 88
 HX1941.geopotential number by the normal gravity value computed on the
 HX1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1941.degrees latitude (g = 980.6199 gals.).
 HX1941
 HX1941.The modeled gravity was interpolated from observed gravity values.
 HX1941
 HX1941;                    North         East    Units  Estimated Accuracy
 HX1941;SPC WV S     -   161,600.      582,840.      MT  (+/- 180 meters Scaled)
 HX1941
 HX1941                          SUPERSEDED SURVEY CONTROL
 HX1941
 HX1941  NGVD 29 (??/??/92)  203.482  (m)          667.59   (f) ADJ UNCH    2 0
 HX1941
 HX1941.Superseded values are not recommended for survey control.
 HX1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1941.See file dsdata.txt to determine how the superseded data were derived.
 HX1941
 HX1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC828564(NAD 83)
 HX1941_MARKER: DB = BENCH MARK DISK
 HX1941_SETTING: 80 = SET IN A BOULDER
 HX1941_SP_SET: BOULDER
 HX1941_STAMPING: G 12 1933
 HX1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1941+STABILITY: SURFACE MOTION
 HX1941
 HX1941  HISTORY     - Date     Condition        Report By
 HX1941  HISTORY     - 1933     MONUMENTED       CGS
 HX1941
 HX1941                          STATION DESCRIPTION
 HX1941
 HX1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1941'2.9 MI W FROM SHELTON.
 HX1941'2.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1941'STATION AT SHELTON, 40 RAILS WEST OF MILEPOST C 37, 1.5 RAILS
 HX1941'WEST OF POLE 3620, 1 RAIL WEST OF A MASONRY CULVERT, IN THE TOP
 HX1941'OF THE ROCK LEDGE OF A LARGE EMBEDDED BOULDER, 10 FEET SOUTH OF THE
 HX1941'CENTERLINE OF THE TRACK, AND 1 FOOT HIGHER THAN THE TRACK.  A
 HX1941'STANDARD DISK, STAMPED G 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0918 ***********************************************************************
 KY0918  DESIGNATION -  G 120
 KY0918  PID         -  KY0918
 KY0918  STATE/COUNTY-  WV/BROOKE
 KY0918  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0918
 KY0918                         *CURRENT SURVEY CONTROL
 KY0918  ___________________________________________________________________
 KY0918* NAD 83(1986)-  40 15 34.     (N)    080 36 19.     (W)     SCALED    
 KY0918* NAVD 88     -       203.770  (meters)     668.54   (feet)  ADJUSTED  
 KY0918  ___________________________________________________________________
 KY0918  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KY0918  DYNAMIC HT  -         203.662 (meters)     668.18  (feet)  COMP
 KY0918  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 KY0918
 KY0918  VERT ORDER  -  SECOND    CLASS 0
 KY0918
 KY0918.The horizontal coordinates were scaled from a topographic map and have
 KY0918.an estimated accuracy of +/- 6 seconds.
 KY0918
 KY0918.The orthometric height was determined by differential leveling
 KY0918.and adjusted by the National Geodetic Survey in June 1991..
 KY0918
 KY0918.The geoid height was determined by GEOID03.
 KY0918
 KY0918.The dynamic height is computed by dividing the NAVD 88
 KY0918.geopotential number by the normal gravity value computed on the
 KY0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0918.degrees latitude (g = 980.6199 gals.).
 KY0918
 KY0918.The modeled gravity was interpolated from observed gravity values.
 KY0918
 KY0918;                    North         East    Units  Estimated Accuracy
 KY0918;SPC WV N     -   195,920.      505,980.      MT  (+/- 180 meters Scaled)
 KY0918
 KY0918                          SUPERSEDED SURVEY CONTROL
 KY0918
 KY0918  NGVD 29 (??/??/92)  203.949  (m)          669.12   (f) ADJ UNCH    2 0
 KY0918
 KY0918.Superseded values are not recommended for survey control.
 KY0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0918.See file dsdata.txt to determine how the superseded data were derived.
 KY0918
 KY0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE335566(NAD 83)
 KY0918_MARKER: DB = BENCH MARK DISK
 KY0918_SETTING: 66 = SET IN ROCK OUTCROP
 KY0918_SP_SET: ROCK OUTCROP
 KY0918_STAMPING: G 120 1957
 KY0918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0918+STABILITY: POSITION/ELEVATION WELL
 KY0918
 KY0918  HISTORY     - Date     Condition        Report By
 KY0918  HISTORY     - 1957     MONUMENTED       CGS
 KY0918
 KY0918                          STATION DESCRIPTION
 KY0918
 KY0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0918'0.6 MI SE FROM WELLSBURG.
 KY0918'ABOUT 0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 67 FROM THE JUNCTION
 KY0918'OF STATE HIGHWAY 2 AT WELLSBURG, 77 FEET NORTHWEST OF NORTHEAST
 KY0918'CORNER OF HIGHWAY BRIDGE OVER BUFFALO CREEK, SET VERTICALLY ABOUT
 KY0918'1 FOOT ABOVE GROUND IN THE SOUTHWEST FACE OF A 1 1/2-FOOT HIGH
 KY0918'EXPOSED PART OF A LAYER OF SOLID ROCK, 21 FEET NORTHEAST OF CENTER
 KY0918'LINE OF HIGHWAY AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2881 ***********************************************************************
 KY2881  DESIGNATION -  G 120 RESET
 KY2881  PID         -  KY2881
 KY2881  STATE/COUNTY-  WV/BROOKE
 KY2881  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY2881
 KY2881                         *CURRENT SURVEY CONTROL
 KY2881  ___________________________________________________________________
 KY2881* NAD 83(1986)-  40 15 34.     (N)    080 36 18.     (W)     SCALED    
 KY2881* NAVD 88     -       203.712  (meters)     668.35   (feet)  ADJUSTED  
 KY2881  ___________________________________________________________________
 KY2881  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KY2881  DYNAMIC HT  -         203.604 (meters)     667.99  (feet)  COMP
 KY2881  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 KY2881
 KY2881  VERT ORDER  -  FIRST     CLASS II
 KY2881
 KY2881.The horizontal coordinates were scaled from a topographic map and have
 KY2881.an estimated accuracy of +/- 6 seconds.
 KY2881
 KY2881.The orthometric height was determined by differential leveling
 KY2881.and adjusted by the National Geodetic Survey in June 1991..
 KY2881
 KY2881.The geoid height was determined by GEOID03.
 KY2881
 KY2881.The dynamic height is computed by dividing the NAVD 88
 KY2881.geopotential number by the normal gravity value computed on the
 KY2881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2881.degrees latitude (g = 980.6199 gals.).
 KY2881
 KY2881.The modeled gravity was interpolated from observed gravity values.
 KY2881
 KY2881;                    North         East    Units  Estimated Accuracy
 KY2881;SPC WV N     -   195,910.      506,000.      MT  (+/- 180 meters Scaled)
 KY2881
 KY2881                          SUPERSEDED SURVEY CONTROL
 KY2881
 KY2881.No superseded survey control is available for this station.
 KY2881
 KY2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE335566(NAD 83)
 KY2881_MARKER: DB = BENCH MARK DISK
 KY2881_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KY2881_SP_SET: BRIDGE POST
 KY2881_STAMPING: G 120 RESET 1978
 KY2881_MARK LOGO: NGS   
 KY2881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2881+STABILITY: SURFACE MOTION
 KY2881
 KY2881  HISTORY     - Date     Condition        Report By
 KY2881  HISTORY     - 1978     MONUMENTED       WVHD
 KY2881  HISTORY     - 1983     GOOD             NGS
 KY2881
 KY2881                          STATION DESCRIPTION
 KY2881
 KY2881'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1978
 KY2881'0.6 MI SE FROM WELLSBURG.
 KY2881'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 67 FROM THE JUNCTON OF STATE
 KY2881'HIGHWAY 2 IN WELLSBURG, ABOUT 15 FEET LEFT OF CENTERLINE STATION
 KY2881'34+00 IN NORTHEAST END POST OF BRIDGE NO. 3134.
 KY2881
 KY2881                          STATION RECOVERY (1983)
 KY2881
 KY2881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY2881'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.05 KM
 KY2881'(0.65 MI) SOUTHEAST ALONG STATE HIGHWAY 67 FROM THE JUNCTION OF STATE
 KY2881'HIGHWAY 2 IN WELLSBURG TO THE MARK ON THE LEFT, IN TOP OF A CONCRETE
 KY2881'POST AT THE NORTHEAST END OF A BRIDGE OVER BUFFALO CREEK, 4.64 METERS
 KY2881'(15.2 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 KY2881'THE MARK IS 0.80 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0943 ***********************************************************************
 KY0943  DESIGNATION -  G 121
 KY0943  PID         -  KY0943
 KY0943  STATE/COUNTY-  WV/OHIO
 KY0943  USGS QUAD   -  TILTONSVILLE (1985)
 KY0943
 KY0943                         *CURRENT SURVEY CONTROL
 KY0943  ___________________________________________________________________
 KY0943* NAD 83(1986)-  40 09 31.     (N)    080 39 26.     (W)     SCALED    
 KY0943* NAVD 88     -       238.487  (meters)     782.44   (feet)  ADJUSTED  
 KY0943  ___________________________________________________________________
 KY0943  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0943  DYNAMIC HT  -         238.358 (meters)     782.01  (feet)  COMP
 KY0943  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 KY0943
 KY0943  VERT ORDER  -  SECOND    CLASS 0
 KY0943
 KY0943.The horizontal coordinates were scaled from a topographic map and have
 KY0943.an estimated accuracy of +/- 6 seconds.
 KY0943
 KY0943.The orthometric height was determined by differential leveling
 KY0943.and adjusted by the National Geodetic Survey in June 1991..
 KY0943
 KY0943.The geoid height was determined by GEOID03.
 KY0943
 KY0943.The dynamic height is computed by dividing the NAVD 88
 KY0943.geopotential number by the normal gravity value computed on the
 KY0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0943.degrees latitude (g = 980.6199 gals.).
 KY0943
 KY0943.The modeled gravity was interpolated from observed gravity values.
 KY0943
 KY0943;                    North         East    Units  Estimated Accuracy
 KY0943;SPC WV N     -   184,780.      501,410.      MT  (+/- 180 meters Scaled)
 KY0943
 KY0943                          SUPERSEDED SURVEY CONTROL
 KY0943
 KY0943  NGVD 29 (??/??/92)  238.668  (m)          783.03   (f) ADJ UNCH    2 0
 KY0943
 KY0943.Superseded values are not recommended for survey control.
 KY0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0943.See file dsdata.txt to determine how the superseded data were derived.
 KY0943
 KY0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE291454(NAD 83)
 KY0943_MARKER: DB = BENCH MARK DISK
 KY0943_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0943_SP_SET: BRIDGE WALL
 KY0943_STAMPING: G 121 1957
 KY0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0943
 KY0943  HISTORY     - Date     Condition        Report By
 KY0943  HISTORY     - 1957     MONUMENTED       CGS
 KY0943
 KY0943                          STATION DESCRIPTION
 KY0943
 KY0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0943'3 MI SE FROM SHORT CREEK.
 KY0943'ABOUT 2.95 MILES SOUTHEAST ALONG SHORT CREEK ROAD FROM THE
 KY0943'JUNCTION OF STATE HIGHWAY 2 AT SHORT CREEK, ABOUT 0.7 MILE
 KY0943'NORTHWEST OF JUNCTION OF A ROAD LEADING NORTHEAST ALONG NORTH
 KY0943'FORK, 15 FEET NORTHEAST OF CENTER LINE OF ROAD, IN THE TOP OF THE
 KY0943'NORTHEAST END OF CONCRETE BACKWALL OF NORTHWEST ABUTMENT OF A
 KY0943'210-FOOT CONCRETE AND STEEL BRIDGE OVER SHORT CREEK, AND ABOUT
 KY0943'1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0986 ***********************************************************************
 KY0986  DESIGNATION -  G 122
 KY0986  PID         -  KY0986
 KY0986  STATE/COUNTY-  WV/OHIO
 KY0986  USGS QUAD   -  VALLEY GROVE (1981)
 KY0986
 KY0986                         *CURRENT SURVEY CONTROL
 KY0986  ___________________________________________________________________
 KY0986* NAD 83(1986)-  40 05 19.     (N)    080 33 43.     (W)     SCALED    
 KY0986* NAVD 88     -       291.526  (meters)     956.45   (feet)  ADJUSTED  
 KY0986  ___________________________________________________________________
 KY0986  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY0986  DYNAMIC HT  -         291.360 (meters)     955.90  (feet)  COMP
 KY0986  MODELED GRAV-     980,049.9   (mgal)                       NAVD 88
 KY0986
 KY0986  VERT ORDER  -  SECOND    CLASS 0
 KY0986
 KY0986.The horizontal coordinates were scaled from a topographic map and have
 KY0986.an estimated accuracy of +/- 6 seconds.
 KY0986
 KY0986.The orthometric height was determined by differential leveling
 KY0986.and adjusted by the National Geodetic Survey in June 1991..
 KY0986
 KY0986.The geoid height was determined by GEOID03.
 KY0986
 KY0986.The dynamic height is computed by dividing the NAVD 88
 KY0986.geopotential number by the normal gravity value computed on the
 KY0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0986.degrees latitude (g = 980.6199 gals.).
 KY0986
 KY0986.The modeled gravity was interpolated from observed gravity values.
 KY0986
 KY0986;                    North         East    Units  Estimated Accuracy
 KY0986;SPC WV N     -   176,900.      509,440.      MT  (+/- 180 meters Scaled)
 KY0986
 KY0986                          SUPERSEDED SURVEY CONTROL
 KY0986
 KY0986  NGVD 29 (??/??/92)  291.673  (m)          956.93   (f) ADJ UNCH    2 0
 KY0986
 KY0986.Superseded values are not recommended for survey control.
 KY0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0986.See file dsdata.txt to determine how the superseded data were derived.
 KY0986
 KY0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE373376(NAD 83)
 KY0986_MARKER: DB = BENCH MARK DISK
 KY0986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0986_SP_SET: ABUTMENT
 KY0986_STAMPING: G 122 1957
 KY0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY0986+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2005
 KY0986
 KY0986  HISTORY     - Date     Condition        Report By
 KY0986  HISTORY     - 1957     MONUMENTED       CGS
 KY0986  HISTORY     - 20050623 GOOD             GEOCAC
 KY0986
 KY0986                          STATION DESCRIPTION
 KY0986
 KY0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0986'AT VALLEY GROVE.
 KY0986'AT VALLEY GROVE, AT THE JUNCTION OF U.S. HIGHWAY 40 AND STOOLFIRE
 KY0986'ROAD LEADING SOUTH, ABOUT 0.1 MILE NORTH OF NORTH EDGE OF TRIANGLE
 KY0986'CONDUIT AND CABLE COMPANY, IN THE TOP OF THE SOUTHEAST END OF
 KY0986'NORTHEAST ABUTMENT OF A 30-FOOT HIGHWAY 40 CONCRETE BRIDGE OVER
 KY0986'LITTLE WHEELING CREEK, 16 1/2 FEET SOUTHEAST OF CENTER LINE OF
 KY0986'HIGHWAY 40, 56 FEET WEST OF CENTER LINE OF STOOLFIRE ROAD AND ABOUT
 KY0986'LEVEL WITH HIGHWAY.
 KY0986
 KY0986                          STATION RECOVERY (2005)
 KY0986
 KY0986'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 KY0986'STOOLFIRE ROAD IS NOW VALLEY GROVE ROAD, COUNTY ROUTE 40/4.
 KY0986'HANDHELD COORDINATES N 40 05 23.1    W 080 33 45.6 (NAD 83)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0896 ***********************************************************************
 KY0896  DESIGNATION -  G 123
 KY0896  PID         -  KY0896
 KY0896  STATE/COUNTY-  WV/OHIO
 KY0896  USGS QUAD   -  WHEELING (1994)
 KY0896
 KY0896                         *CURRENT SURVEY CONTROL
 KY0896  ___________________________________________________________________
 KY0896* NAD 83(1986)-  40 02 26.     (N)    080 39 30.     (W)     SCALED    
 KY0896* NAVD 88     -       214.617  (meters)     704.12   (feet)  ADJUSTED  
 KY0896  ___________________________________________________________________
 KY0896  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY0896  DYNAMIC HT  -         214.498 (meters)     703.73  (feet)  COMP
 KY0896  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 KY0896
 KY0896  VERT ORDER  -  SECOND    CLASS 0
 KY0896
 KY0896.The horizontal coordinates were scaled from a topographic map and have
 KY0896.an estimated accuracy of +/- 6 seconds.
 KY0896
 KY0896.The orthometric height was determined by differential leveling
 KY0896.and adjusted by the National Geodetic Survey in June 1991..
 KY0896
 KY0896.The geoid height was determined by GEOID03.
 KY0896
 KY0896.The dynamic height is computed by dividing the NAVD 88
 KY0896.geopotential number by the normal gravity value computed on the
 KY0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0896.degrees latitude (g = 980.6199 gals.).
 KY0896
 KY0896.The modeled gravity was interpolated from observed gravity values.
 KY0896
 KY0896;                    North         East    Units  Estimated Accuracy
 KY0896;SPC WV N     -   171,670.      501,150.      MT  (+/- 180 meters Scaled)
 KY0896
 KY0896                          SUPERSEDED SURVEY CONTROL
 KY0896
 KY0896  NGVD 29 (??/??/92)  214.770  (m)          704.62   (f) ADJ UNCH    2 0
 KY0896
 KY0896.Superseded values are not recommended for survey control.
 KY0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0896.See file dsdata.txt to determine how the superseded data were derived.
 KY0896
 KY0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE291323(NAD 83)
 KY0896_MARKER: DB = BENCH MARK DISK
 KY0896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0896_SP_SET: FOUNDATION
 KY0896_STAMPING: G 123 1957
 KY0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0896
 KY0896  HISTORY     - Date     Condition        Report By
 KY0896  HISTORY     - 1957     MONUMENTED       CGS
 KY0896  HISTORY     - 1960     GOOD             NGS
 KY0896
 KY0896                          STATION DESCRIPTION
 KY0896
 KY0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0896'0.2 MI S FROM ELM GROVE.
 KY0896'ABOUT 0.2 MILE SOUTH ALONG A BLACK TOP ROAD (KRUGER STREET)
 KY0896'FROM ITS JUNCTION WITH STATE HIGHWAY 88 AT ELM GROVE, 124 1/2
 KY0896'FEET WEST OF WEST CURB OF KRUGER STREET, 69 1/2 FEET NORTH OF
 KY0896'NORTH CURB OF COLUMBIA STREET, SET VERTICALLY IN THE EAST FACE
 KY0896'OF STONE MASONRY FOUNDATION OF 2-STORY PUBLIC SCHOOL BUILDING,
 KY0896'2 FEET NORTH OF SOUTHEAST CORNER OF BUILDING AND 1.3 FEET ABOVE
 KY0896'GROUND.
 KY0896
 KY0896                          STATION RECOVERY (1960)
 KY0896
 KY0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0751 ***********************************************************************
 JX0751  DESIGNATION -  G 124
 JX0751  PID         -  JX0751
 JX0751  STATE/COUNTY-  WV/MARSHALL
 JX0751  USGS QUAD   -  CAMERON (1988)
 JX0751
 JX0751                         *CURRENT SURVEY CONTROL
 JX0751  ___________________________________________________________________
 JX0751* NAD 83(1986)-  39 52 17.     (N)    080 34 14.     (W)     SCALED    
 JX0751* NAVD 88     -       436.061  (meters)    1430.64   (feet)  ADJUSTED  
 JX0751  ___________________________________________________________________
 JX0751  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JX0751  DYNAMIC HT  -         435.809 (meters)    1429.82  (feet)  COMP
 JX0751  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 JX0751
 JX0751  VERT ORDER  -  SECOND    CLASS 0
 JX0751
 JX0751.The horizontal coordinates were scaled from a topographic map and have
 JX0751.an estimated accuracy of +/- 6 seconds.
 JX0751
 JX0751.The orthometric height was determined by differential leveling
 JX0751.and adjusted by the National Geodetic Survey in June 1991..
 JX0751
 JX0751.The geoid height was determined by GEOID03.
 JX0751
 JX0751.The dynamic height is computed by dividing the NAVD 88
 JX0751.geopotential number by the normal gravity value computed on the
 JX0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0751.degrees latitude (g = 980.6199 gals.).
 JX0751
 JX0751.The modeled gravity was interpolated from observed gravity values.
 JX0751
 JX0751;                    North         East    Units  Estimated Accuracy
 JX0751;SPC WV N     -   152,800.      508,420.      MT  (+/- 180 meters Scaled)
 JX0751
 JX0751                          SUPERSEDED SURVEY CONTROL
 JX0751
 JX0751  NGVD 29 (??/??/92)  436.200  (m)         1431.10   (f) ADJ UNCH    2 0
 JX0751
 JX0751.Superseded values are not recommended for survey control.
 JX0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0751.See file dsdata.txt to determine how the superseded data were derived.
 JX0751
 JX0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE367135(NAD 83)
 JX0751_MARKER: DB = BENCH MARK DISK
 JX0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0751_STAMPING: G 124 1957
 JX0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0751+STABILITY: SURFACE MOTION
 JX0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX0751+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 JX0751
 JX0751  HISTORY     - Date     Condition        Report By
 JX0751  HISTORY     - 1957     MONUMENTED       CGS
 JX0751  HISTORY     - 20040615 GOOD             T3GLOB
 JX0751
 JX0751                          STATION DESCRIPTION
 JX0751
 JX0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0751'5.2 MI SE FROM PLEASANT VALLEY.
 JX0751'ABOUT 5.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 JX0751'METHODIST CHURCH AT PLEASANT VALLEY, 0.9 MILE SOUTHEAST OF JUNCTION
 JX0751'OF FORK RIDGE ROAD LEADING WEST, 1.3 MILES NORTHWEST OF JUNCTION
 JX0751'OF STATE HIGHWAY 89 LEADING EAST, 19 FEET NORTH OF CENTER LINE
 JX0751'OF HIGHWAY, ABOUT 36 YARDS EAST OF THE TOP OF A GRADE, 4 1/2 FEET
 JX0751'NORTH OF EAST END POST OF A GUARD RAIL, 1 FOOT SOUTH OF A FENCE
 JX0751'LINE, 71 FEET WEST OF SOUTHWEST CORNER OF A BARN, 2 FEET EAST OF
 JX0751'A CONCRETE WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE
 JX0751'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS REACHED
 JX0751'FROM ROCKLICK BY GOING ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY
 JX0751'89, THENCE 1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 250.
 JX0751
 JX0751                          STATION RECOVERY (2004)
 JX0751
 JX0751'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2004 (BAW)
 JX0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0684 ***********************************************************************
 JX0684  DESIGNATION -  G 125
 JX0684  PID         -  JX0684
 JX0684  STATE/COUNTY-  WV/MARSHALL
 JX0684  USGS QUAD   -  GLEN EASTON (1976)
 JX0684
 JX0684                         *CURRENT SURVEY CONTROL
 JX0684  ___________________________________________________________________
 JX0684* NAD 83(1986)-  39 47 27.     (N)    080 41 24.     (W)     SCALED    
 JX0684* NAVD 88     -       393.791  (meters)    1291.96   (feet)  ADJUSTED  
 JX0684  ___________________________________________________________________
 JX0684  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX0684  DYNAMIC HT  -         393.570 (meters)    1291.24  (feet)  COMP
 JX0684  MODELED GRAV-     980,054.0   (mgal)                       NAVD 88
 JX0684
 JX0684  VERT ORDER  -  SECOND    CLASS 0
 JX0684
 JX0684.The horizontal coordinates were scaled from a topographic map and have
 JX0684.an estimated accuracy of +/- 6 seconds.
 JX0684
 JX0684.The orthometric height was determined by differential leveling
 JX0684.and adjusted by the National Geodetic Survey in June 1991..
 JX0684
 JX0684.The geoid height was determined by GEOID03.
 JX0684
 JX0684.The dynamic height is computed by dividing the NAVD 88
 JX0684.geopotential number by the normal gravity value computed on the
 JX0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0684.degrees latitude (g = 980.6199 gals.).
 JX0684
 JX0684.The modeled gravity was interpolated from observed gravity values.
 JX0684
 JX0684;                    North         East    Units  Estimated Accuracy
 JX0684;SPC WV N     -   143,980.      498,080.      MT  (+/- 180 meters Scaled)
 JX0684
 JX0684                          SUPERSEDED SURVEY CONTROL
 JX0684
 JX0684  NGVD 29 (??/??/92)  393.936  (m)         1292.44   (f) ADJ UNCH    2 0
 JX0684
 JX0684.Superseded values are not recommended for survey control.
 JX0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0684.See file dsdata.txt to determine how the superseded data were derived.
 JX0684
 JX0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE265045(NAD 83)
 JX0684_MARKER: DB = BENCH MARK DISK
 JX0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0684_STAMPING: G 125 1957
 JX0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0684+STABILITY: SURFACE MOTION
 JX0684
 JX0684  HISTORY     - Date     Condition        Report By
 JX0684  HISTORY     - 1957     MONUMENTED       CGS
 JX0684
 JX0684                          STATION DESCRIPTION
 JX0684
 JX0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0684'2.2 MI NE FROM LYNN CAMP.
 JX0684'ABOUT 2.25 MILES NORTHEAST ALONG A BLACK TOP ROAD LEADING TO SALEM
 JX0684'CHURCH AND CEMETERY FROM THE METHODIST CHURCH AT LYNN CAMP, IN
 JX0684'THE Y OF JUNCTION OF A TRAIL LEADING SOUTH-SOUTHWEST AND UPHILL,
 JX0684'20 FEET SOUTHEAST OF CENTER LINE OF BLACK TOP ROAD, 13 FEET
 JX0684'WEST-NORTHWEST OF CENTER LINE OF TRAIL, 36 FEET SOUTHEAST AND
 JX0684'ACROSS BLACK TOP ROAD FROM A TELEPHONE POLE, 77 FEET EAST-NORTHEAST
 JX0684'OF NORTHEAST END OF SOUTHEAST HEAD WALL OF A 10-INCH PIPE CULVERT
 JX0684'UNDER ROAD, 2 FEET SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT
 JX0684'3 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 JX0684'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0602 ***********************************************************************
 JX0602  DESIGNATION -  G 126
 JX0602  PID         -  JX0602
 JX0602  STATE/COUNTY-  WV/WETZEL
 JX0602  USGS QUAD   -  LITTLETON (1976)
 JX0602
 JX0602                         *CURRENT SURVEY CONTROL
 JX0602  ___________________________________________________________________
 JX0602* NAD 83(1986)-  39 39 11.     (N)    080 31 14.     (W)     SCALED    
 JX0602* NAVD 88     -       337.322  (meters)    1106.70   (feet)  ADJUSTED  
 JX0602  ___________________________________________________________________
 JX0602  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JX0602  DYNAMIC HT  -         337.124 (meters)    1106.05  (feet)  COMP
 JX0602  MODELED GRAV-     980,031.7   (mgal)                       NAVD 88
 JX0602
 JX0602  VERT ORDER  -  SECOND    CLASS 0
 JX0602
 JX0602.The horizontal coordinates were scaled from a topographic map and have
 JX0602.an estimated accuracy of +/- 6 seconds.
 JX0602
 JX0602.The orthometric height was determined by differential leveling
 JX0602.and adjusted by the National Geodetic Survey in June 1991..
 JX0602
 JX0602.The geoid height was determined by GEOID03.
 JX0602
 JX0602.The dynamic height is computed by dividing the NAVD 88
 JX0602.geopotential number by the normal gravity value computed on the
 JX0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0602.degrees latitude (g = 980.6199 gals.).
 JX0602
 JX0602.The modeled gravity was interpolated from observed gravity values.
 JX0602
 JX0602;                    North         East    Units  Estimated Accuracy
 JX0602;SPC WV N     -   128,510.      512,420.      MT  (+/- 180 meters Scaled)
 JX0602
 JX0602                          SUPERSEDED SURVEY CONTROL
 JX0602
 JX0602  NGVD 29 (??/??/92)  337.472  (m)         1107.19   (f) ADJ UNCH    2 0
 JX0602
 JX0602.Superseded values are not recommended for survey control.
 JX0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0602.See file dsdata.txt to determine how the superseded data were derived.
 JX0602
 JX0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND411893(NAD 83)
 JX0602_MARKER: DB = BENCH MARK DISK
 JX0602_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0602_SP_SET: BRIDGE
 JX0602_STAMPING: G 126 1957
 JX0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0602
 JX0602  HISTORY     - Date     Condition        Report By
 JX0602  HISTORY     - 1957     MONUMENTED       CGS
 JX0602
 JX0602                          STATION DESCRIPTION
 JX0602
 JX0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0602'3.2 MI NE FROM UNIONTOWN.
 JX0602'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE POST
 JX0602'OFFICE AND ROAD JUNCTION AT UNIONTOWN, AT THE JUNCTION OF COUNTY
 JX0602'ROAD NO. 9, IN THE TOP OF THE SOUTHWEST WING WALL OF A 25-FOOT
 JX0602'HIGHWAY 7 BRIDGE OVER SUGAR RUN, 21 FEET SOUTHEAST OF CENTER
 JX0602'LINE OF HIGHWAY 7, 103 FEET SOUTHWEST OF CENTER OF JUNCTION OF
 JX0602'COUNTY ROAD NO. 9 LEADING NORTH, AND ABOUT 1 FOOT BELOW LEVEL
 JX0602'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0703 ***********************************************************************
 JX0703  DESIGNATION -  G 127
 JX0703  PID         -  JX0703
 JX0703  STATE/COUNTY-  WV/MARSHALL
 JX0703  USGS QUAD   -  GLEN EASTON (1976)
 JX0703
 JX0703                         *CURRENT SURVEY CONTROL
 JX0703  ___________________________________________________________________
 JX0703* NAD 83(1986)-  39 45 53.     (N)    080 38 35.     (W)     SCALED    
 JX0703* NAVD 88     -       239.456  (meters)     785.62   (feet)  ADJUSTED  
 JX0703  ___________________________________________________________________
 JX0703  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JX0703  DYNAMIC HT  -         239.318 (meters)     785.16  (feet)  COMP
 JX0703  MODELED GRAV-     980,043.4   (mgal)                       NAVD 88
 JX0703
 JX0703  VERT ORDER  -  SECOND    CLASS 0
 JX0703
 JX0703.The horizontal coordinates were scaled from a topographic map and have
 JX0703.an estimated accuracy of +/- 6 seconds.
 JX0703
 JX0703.The orthometric height was determined by differential leveling
 JX0703.and adjusted by the National Geodetic Survey in June 1991..
 JX0703
 JX0703.The geoid height was determined by GEOID03.
 JX0703
 JX0703.The dynamic height is computed by dividing the NAVD 88
 JX0703.geopotential number by the normal gravity value computed on the
 JX0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0703.degrees latitude (g = 980.6199 gals.).
 JX0703
 JX0703.The modeled gravity was interpolated from observed gravity values.
 JX0703
 JX0703;                    North         East    Units  Estimated Accuracy
 JX0703;SPC WV N     -   141,030.      502,060.      MT  (+/- 180 meters Scaled)
 JX0703
 JX0703                          SUPERSEDED SURVEY CONTROL
 JX0703
 JX0703  NGVD 29 (??/??/92)  239.596  (m)          786.07   (f) ADJ UNCH    2 0
 JX0703
 JX0703.Superseded values are not recommended for survey control.
 JX0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0703.See file dsdata.txt to determine how the superseded data were derived.
 JX0703
 JX0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE305017(NAD 83)
 JX0703_MARKER: DB = BENCH MARK DISK
 JX0703_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0703_SP_SET: CONCRETE SUPPORT
 JX0703_STAMPING: G 127 1957
 JX0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0703
 JX0703  HISTORY     - Date     Condition        Report By
 JX0703  HISTORY     - 1957     MONUMENTED       CGS
 JX0703  HISTORY     - 19970530 MARK NOT FOUND   LOCENG
 JX0703
 JX0703                          STATION DESCRIPTION
 JX0703
 JX0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0703'0.6 MI E FROM ADALINE.
 JX0703'ABOUT 0.55 MILE EAST ALONG A GRAVEL ROAD FOLLOWING FISH CREEK
 JX0703'FROM THE SCHOOL AT ADALINE, AT ADALINE PUMPING STATION, IN THE
 JX0703'TOP OF THE NORTH CORNER OF THE NORTHEAST ONE OF THREE CONCRETE
 JX0703'SUPPORTS FOR A GAS LINE, ABOUT 250 YARDS SOUTHEAST OF THE
 JX0703'PUMPING STATION, 137 FEET WEST OF CENTER LINE OF ROAD, 573 FEET
 JX0703'SOUTH OF BENCH MARK H 127 AND ABOUT 40 FEET BELOW LEVEL OF ROAD.
 JX0703
 JX0703                          STATION RECOVERY (1997)
 JX0703
 JX0703'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997
 JX0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE5169 ***********************************************************************
 AE5169  DESIGNATION -  G 127 RESET
 AE5169  PID         -  AE5169
 AE5169  STATE/COUNTY-  WV/MARSHALL
 AE5169  USGS QUAD   -  GLEN EASTON (1976)
 AE5169
 AE5169                         *CURRENT SURVEY CONTROL
 AE5169  ___________________________________________________________________
 AE5169* NAD 83(1986)-  39 45 53.     (N)    080 38 35.     (W)     SCALED    
 AE5169* NAVD 88     -       247.22   (meters)     811.1    (feet)  RESET     
 AE5169  ___________________________________________________________________
 AE5169  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 AE5169
 AE5169  VERT ORDER  -  THIRD
 AE5169
 AE5169.The horizontal coordinates were scaled from a topographic map and have
 AE5169.an estimated accuracy of +/- 6 seconds.
 AE5169
 AE5169.The orthometric height was computed from unverified reset data.
 AE5169
 AE5169.The geoid height was determined by GEOID03.
 AE5169
 AE5169;                    North         East    Units  Estimated Accuracy
 AE5169;SPC WV N     -   141,030.      502,060.      MT  (+/- 180 meters Scaled)
 AE5169
 AE5169                          SUPERSEDED SURVEY CONTROL
 AE5169
 AE5169.No superseded survey control is available for this station.
 AE5169
 AE5169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE305017(NAD 83)
 AE5169_MARKER: DV = VERTICAL CONTROL DISK
 AE5169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5169_STAMPING: G 127 RESET
 AE5169_MARK LOGO: NGS   
 AE5169_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5169+STABILITY: SURFACE MOTION
 AE5169
 AE5169  HISTORY     - Date     Condition        Report By
 AE5169  HISTORY     - 1997     MONUMENTED       LOCENG
 AE5169
 AE5169                          STATION DESCRIPTION
 AE5169
 AE5169'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (KL)
 AE5169'IN ADALINE, 1236 FEET (376.7 M) SOUTH ALONG THE ROAD FOLLOWING FISH
 AE5169'CREEK FROM THE EASTERN END OF THE BRIDGE ACROSS FISH CREEK, 34 FEET
 AE5169'(10.4 M) WEST OF ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0567 ***********************************************************************
 JX0567  DESIGNATION -  G 128
 JX0567  PID         -  JX0567
 JX0567  STATE/COUNTY-  WV/WETZEL
 JX0567  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0567
 JX0567                         *CURRENT SURVEY CONTROL
 JX0567  ___________________________________________________________________
 JX0567* NAD 83(1986)-  39 43 09.     (N)    080 48 04.     (W)     SCALED    
 JX0567* NAVD 88     -       383.535  (meters)    1258.31   (feet)  ADJUSTED  
 JX0567  ___________________________________________________________________
 JX0567  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JX0567  DYNAMIC HT  -         383.322 (meters)    1257.62  (feet)  COMP
 JX0567  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 JX0567
 JX0567  VERT ORDER  -  SECOND    CLASS 0
 JX0567
 JX0567.The horizontal coordinates were scaled from a topographic map and have
 JX0567.an estimated accuracy of +/- 6 seconds.
 JX0567
 JX0567.The orthometric height was determined by differential leveling
 JX0567.and adjusted by the National Geodetic Survey in June 1991..
 JX0567
 JX0567.The geoid height was determined by GEOID03.
 JX0567
 JX0567.The dynamic height is computed by dividing the NAVD 88
 JX0567.geopotential number by the normal gravity value computed on the
 JX0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0567.degrees latitude (g = 980.6199 gals.).
 JX0567
 JX0567.The modeled gravity was interpolated from observed gravity values.
 JX0567
 JX0567;                    North         East    Units  Estimated Accuracy
 JX0567;SPC WV N     -   136,160.      488,450.      MT  (+/- 180 meters Scaled)
 JX0567
 JX0567                          SUPERSEDED SURVEY CONTROL
 JX0567
 JX0567  NGVD 29 (??/??/92)  383.708  (m)         1258.88   (f) ADJ UNCH    2 0
 JX0567
 JX0567.Superseded values are not recommended for survey control.
 JX0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0567.See file dsdata.txt to determine how the superseded data were derived.
 JX0567
 JX0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND170966(NAD 83)
 JX0567_MARKER: DB = BENCH MARK DISK
 JX0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0567_STAMPING: G 128 1957
 JX0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0567+STABILITY: SURFACE MOTION
 JX0567
 JX0567  HISTORY     - Date     Condition        Report By
 JX0567  HISTORY     - 1957     MONUMENTED       CGS
 JX0567  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0567
 JX0567                          STATION DESCRIPTION
 JX0567
 JX0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0567'1.8 MI SW FROM FAIRVIEW.
 JX0567'ABOUT 1.8 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO PROCTOR
 JX0567'FROM THE SCHOOL AND CROSSROAD AT FAIRVIEW, ABOUT 0.1 MILE NORTH
 JX0567'ALONG STATE HIGHWAY 2 FROM BRIDGE OVER PROCTOR CREEK AT PROCTOR,
 JX0567'THENCE ABOUT 1.75 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO
 JX0567'FAIRVIEW, ABOUT 0.15 MILE NORTHEAST OF A CROSSING OF A STEEL
 JX0567'TOWER POWER TRANSMISSION LINE, 12 1/2 FEET SOUTHEAST OF CENTER
 JX0567'LINE OF ROAD, 71 FEET NORTHEAST OF THE NORTHEAST MOST OF FIVE
 JX0567'MAPLE TREES IN A ROW PARALLELING THE ROAD, 36 FEET WEST OF
 JX0567'NORTHWEST CORNER OF A BARN, 1 FOOT NORTHWEST OF A FENCE LINE,
 JX0567'ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 JX0567'POST PROJECTING 3 INCHES.
 JX0567
 JX0567                          STATION RECOVERY (1983)
 JX0567
 JX0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0567'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND,
 JX0567'THE GRAVEL ROAD IS NOW A TRACK ROAD AND THE BARN MENTIONED IN THE
 JX0567'DESCRIPTION NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0656 ***********************************************************************
 JX0656  DESIGNATION -  G 129
 JX0656  PID         -  JX0656
 JX0656  STATE/COUNTY-  WV/WETZEL
 JX0656  USGS QUAD   -  PINE GROVE (1976)
 JX0656
 JX0656                         *CURRENT SURVEY CONTROL
 JX0656  ___________________________________________________________________
 JX0656* NAD 83(1986)-  39 35 05.     (N)    080 39 31.     (W)     SCALED    
 JX0656* NAVD 88     -       233.566  (meters)     766.29   (feet)  ADJUSTED  
 JX0656  ___________________________________________________________________
 JX0656  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JX0656  DYNAMIC HT  -         233.430 (meters)     765.84  (feet)  COMP
 JX0656  MODELED GRAV-     980,036.0   (mgal)                       NAVD 88
 JX0656
 JX0656  VERT ORDER  -  SECOND    CLASS 0
 JX0656
 JX0656.The horizontal coordinates were scaled from a topographic map and have
 JX0656.an estimated accuracy of +/- 6 seconds.
 JX0656
 JX0656.The orthometric height was determined by differential leveling
 JX0656.and adjusted by the National Geodetic Survey in June 1991..
 JX0656
 JX0656.The geoid height was determined by GEOID03.
 JX0656
 JX0656.The dynamic height is computed by dividing the NAVD 88
 JX0656.geopotential number by the normal gravity value computed on the
 JX0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0656.degrees latitude (g = 980.6199 gals.).
 JX0656
 JX0656.The modeled gravity was interpolated from observed gravity values.
 JX0656
 JX0656;                    North         East    Units  Estimated Accuracy
 JX0656;SPC WV N     -   121,060.      500,470.      MT  (+/- 180 meters Scaled)
 JX0656
 JX0656                          SUPERSEDED SURVEY CONTROL
 JX0656
 JX0656  NGVD 29 (??/??/92)  233.727  (m)          766.82   (f) ADJ UNCH    2 0
 JX0656
 JX0656.Superseded values are not recommended for survey control.
 JX0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0656.See file dsdata.txt to determine how the superseded data were derived.
 JX0656
 JX0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND293817(NAD 83)
 JX0656_MARKER: DB = BENCH MARK DISK
 JX0656_SETTING: 66 = SET IN ROCK OUTCROP
 JX0656_SP_SET: ROCK CLIFF
 JX0656_STAMPING: G 129 1957
 JX0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0656+STABILITY: POSITION/ELEVATION WELL
 JX0656
 JX0656  HISTORY     - Date     Condition        Report By
 JX0656  HISTORY     - 1957     MONUMENTED       CGS
 JX0656
 JX0656                          STATION DESCRIPTION
 JX0656
 JX0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0656'2.4 MI NE FROM PINE GROVE.
 JX0656'ABOUT 1.95 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 JX0656'JUNCTION OF STATE HIGHWAY 20 AND EAST END OF HIGHWAY BRIGE OVER
 JX0656'NORTH FORK AT PINE GROVE, THENCE ABOUT 0.4 MILE NORTH ALONG A
 JX0656'BLACK TOP ROAD, ABOUT 0.75 MILE SOUTH OF A 30-FOOT CONCRETE
 JX0656'BRIDGE, SET VERTICALLY NEAR THE NORTH END OF A LARGE LONG ROCK
 JX0656'CLIFF ON EAST SIDE OF ROAD, 22 FEET EAST OF CENTER LINE OF ROAD,
 JX0656'210 FEET SOUTH OF NORTH END OF ROCK CLIFF, 10 FEET SOUTH OF A
 JX0656'4-INCH PRIVATE WATER LINE WHICH PASSES UNDER ROAD THRU AN
 JX0656'18-INCH PIPE CULVERT AND ABOUT 2 FEET ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1031 ***********************************************************************
 HX1031  DESIGNATION -  G 13
 HX1031  PID         -  HX1031
 HX1031  STATE/COUNTY-  WV/WEBSTER
 HX1031  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1031
 HX1031                         *CURRENT SURVEY CONTROL
 HX1031  ___________________________________________________________________
 HX1031* NAD 83(1986)-  38 21 55.     (N)    080 35 47.     (W)     SCALED    
 HX1031* NAVD 88     -       619.020  (meters)    2030.90   (feet)  ADJUSTED  
 HX1031  ___________________________________________________________________
 HX1031  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX1031  DYNAMIC HT  -         618.549 (meters)    2029.36  (feet)  COMP
 HX1031  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 HX1031
 HX1031  VERT ORDER  -  SECOND    CLASS 0
 HX1031
 HX1031.The horizontal coordinates were scaled from a topographic map and have
 HX1031.an estimated accuracy of +/- 6 seconds.
 HX1031
 HX1031.The orthometric height was determined by differential leveling
 HX1031.and adjusted by the National Geodetic Survey in June 1991..
 HX1031
 HX1031.The geoid height was determined by GEOID03.
 HX1031
 HX1031.The dynamic height is computed by dividing the NAVD 88
 HX1031.geopotential number by the normal gravity value computed on the
 HX1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1031.degrees latitude (g = 980.6199 gals.).
 HX1031
 HX1031.The modeled gravity was interpolated from observed gravity values.
 HX1031
 HX1031;                    North         East    Units  Estimated Accuracy
 HX1031;SPC WV S     -   151,610.      635,270.      MT  (+/- 180 meters Scaled)
 HX1031
 HX1031                          SUPERSEDED SURVEY CONTROL
 HX1031
 HX1031  NGVD 29 (??/??/92)  619.172  (m)         2031.40   (f) ADJ UNCH    2 0
 HX1031
 HX1031.Superseded values are not recommended for survey control.
 HX1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1031.See file dsdata.txt to determine how the superseded data were derived.
 HX1031
 HX1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC352464(NAD 83)
 HX1031_MARKER: DB = BENCH MARK DISK
 HX1031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1031_SP_SET: BRICK PILLAR
 HX1031_STAMPING: G 13 1933
 HX1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1031
 HX1031  HISTORY     - Date     Condition        Report By
 HX1031  HISTORY     - 1933     MONUMENTED       CGS
 HX1031  HISTORY     - 1961     GOOD             NGS
 HX1031
 HX1031                          STATION DESCRIPTION
 HX1031
 HX1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1031'AT CAMDEN ON GAULEY.
 HX1031'AT CAMDEN ON GAULEY, ALONG STATE HIGHWAY 20, 60 YARDS EAST OF
 HX1031'THE NORTHEAST CORNER OF A 40-FOOT BRIDGE OVER COON CREEK, SET
 HX1031'VERTICALLY IN THE SOUTH FACE OF A BRICK PILLAR BETWEEN THE DOOR
 HX1031'TO THE CAMDEN LODGE, 30 FEET WEST OF THE SOUTHEAST CORNER OF
 HX1031'THE CAMDEN LODGE BUILDING, 10 FEET NORTH OF THE NORTH CURB LINE
 HX1031'OF STATE HIGHWAY 20, 4 1/2 FEET ABOVE THE SIDEWALK AND 5 FEET
 HX1031'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0574 ***********************************************************************
 JX0574  DESIGNATION -  G 130
 JX0574  PID         -  JX0574
 JX0574  STATE/COUNTY-  WV/WETZEL
 JX0574  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0574
 JX0574                         *CURRENT SURVEY CONTROL
 JX0574  ___________________________________________________________________
 JX0574* NAD 83(1986)-  39 38 48.     (N)    080 47 12.     (W)     SCALED    
 JX0574* NAVD 88     -       282.578  (meters)     927.09   (feet)  ADJUSTED  
 JX0574  ___________________________________________________________________
 JX0574  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JX0574  DYNAMIC HT  -         282.416 (meters)     926.56  (feet)  COMP
 JX0574  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 JX0574
 JX0574  VERT ORDER  -  SECOND    CLASS 0
 JX0574
 JX0574.The horizontal coordinates were scaled from a topographic map and have
 JX0574.an estimated accuracy of +/- 6 seconds.
 JX0574
 JX0574.The orthometric height was determined by differential leveling
 JX0574.and adjusted by the National Geodetic Survey in June 1991..
 JX0574
 JX0574.The geoid height was determined by GEOID03.
 JX0574
 JX0574.The dynamic height is computed by dividing the NAVD 88
 JX0574.geopotential number by the normal gravity value computed on the
 JX0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0574.degrees latitude (g = 980.6199 gals.).
 JX0574
 JX0574.The modeled gravity was interpolated from observed gravity values.
 JX0574
 JX0574;                    North         East    Units  Estimated Accuracy
 JX0574;SPC WV N     -   128,090.      489,570.      MT  (+/- 180 meters Scaled)
 JX0574
 JX0574                          SUPERSEDED SURVEY CONTROL
 JX0574
 JX0574  NGVD 29 (??/??/92)  282.734  (m)          927.60   (f) ADJ UNCH    2 0
 JX0574
 JX0574.Superseded values are not recommended for survey control.
 JX0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0574.See file dsdata.txt to determine how the superseded data were derived.
 JX0574
 JX0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND183885(NAD 83)
 JX0574_MARKER: DB = BENCH MARK DISK
 JX0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0574_SP_SET: CULVERT
 JX0574_STAMPING: G 130 1957
 JX0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0574
 JX0574  HISTORY     - Date     Condition        Report By
 JX0574  HISTORY     - 1957     MONUMENTED       CGS
 JX0574  HISTORY     - 1983     GOOD             NGS
 JX0574
 JX0574                          STATION DESCRIPTION
 JX0574
 JX0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0574'4.8 MI E FROM NEW MARTINSVILLE.
 JX0574'ABOUT 4.75 MILES EAST ALONG A BLACK TOP ROAD FOLLOWING DOOLIN
 JX0574'RUN FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 7 AT NEW
 JX0574'MARTINSVILLE, NEAR A PIPE LINE CROSSING, 0.9 MILE SOUTHWEST OF
 JX0574'A JOGGED CROSSROAD (GRAVEL ROAD NORTH AND BLACK TOP ROAD SOUTH),
 JX0574'IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A 9-FOOT
 JX0574'CONCRETE BOX CULVERT UNDER ROAD, 12 FEET NORTH OF CENTER LINE
 JX0574'OF ROAD, 1 1/2 FEET EAST OF WEST END OF HEAD WALL AND ABOUT LEVEL
 JX0574'WITH ROAD.
 JX0574
 JX0574                          STATION RECOVERY (1983)
 JX0574
 JX0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1068 ***********************************************************************
 JX1068  DESIGNATION -  G 131
 JX1068  PID         -  JX1068
 JX1068  STATE/COUNTY-  WV/PLEASANTS
 JX1068  USGS QUAD   -  BENS RUN (1994)
 JX1068
 JX1068                         *CURRENT SURVEY CONTROL
 JX1068  ___________________________________________________________________
 JX1068* NAD 83(1986)-  39 26 47.     (N)    081 04 34.     (W)     SCALED    
 JX1068* NAVD 88     -       277.124  (meters)     909.20   (feet)  ADJUSTED  
 JX1068  ___________________________________________________________________
 JX1068  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JX1068  DYNAMIC HT  -         276.960 (meters)     908.66  (feet)  COMP
 JX1068  MODELED GRAV-     980,025.5   (mgal)                       NAVD 88
 JX1068
 JX1068  VERT ORDER  -  SECOND    CLASS 0
 JX1068
 JX1068.The horizontal coordinates were scaled from a topographic map and have
 JX1068.an estimated accuracy of +/- 6 seconds.
 JX1068
 JX1068.The orthometric height was determined by differential leveling
 JX1068.and adjusted by the National Geodetic Survey in June 1991..
 JX1068
 JX1068.The geoid height was determined by GEOID03.
 JX1068
 JX1068.The dynamic height is computed by dividing the NAVD 88
 JX1068.geopotential number by the normal gravity value computed on the
 JX1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1068.degrees latitude (g = 980.6199 gals.).
 JX1068
 JX1068.The modeled gravity was interpolated from observed gravity values.
 JX1068
 JX1068;                    North         East    Units  Estimated Accuracy
 JX1068;SPC WV N     -   106,260.      464,340.      MT  (+/- 180 meters Scaled)
 JX1068
 JX1068                          SUPERSEDED SURVEY CONTROL
 JX1068
 JX1068  NGVD 29 (??/??/92)  277.300  (m)          909.78   (f) ADJ UNCH    2 0
 JX1068
 JX1068.Superseded values are not recommended for survey control.
 JX1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1068.See file dsdata.txt to determine how the superseded data were derived.
 JX1068
 JX1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD934663(NAD 83)
 JX1068_MARKER: DB = BENCH MARK DISK
 JX1068_SETTING: 66 = SET IN ROCK OUTCROP
 JX1068_SP_SET: ROCK LEDGE
 JX1068_STAMPING: G 131 1957
 JX1068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1068+STABILITY: POSITION/ELEVATION WELL
 JX1068
 JX1068  HISTORY     - Date     Condition        Report By
 JX1068  HISTORY     - 1957     MONUMENTED       CGS
 JX1068  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX1068
 JX1068                          STATION DESCRIPTION
 JX1068
 JX1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1068'1.2 MI NW FROM ARVILLA.
 JX1068'ABOUT 1.25 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO BENS
 JX1068'RUN FROM THE BRIDGE OVER MIDDLE ISLAND CREEK AT ARVILLA, ABOUT
 JX1068'0.65 MILE SOUTHEAST OF A CROSSROAD, NEAR THE TOP OF A RIDGE, SET
 JX1068'VERTICALLY IN FACE OF A SANDSTONE LEDGE ABOUT 3 1/2 BY 6 FEET,
 JX1068'11 FEET EAST OF CENTER LINE OF ROAD, 47 FEET SOUTH OF EAST
 JX1068'END OF A 12-INCH PIPE CULVERT UNDER ROAD AND ABOUT 2 1/2 FEET
 JX1068'ABOVE LEVEL OF ROAD.
 JX1068
 JX1068                          STATION RECOVERY (1983)
 JX1068
 JX1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0899 ***********************************************************************
 JX0899  DESIGNATION -  G 132
 JX0899  PID         -  JX0899
 JX0899  STATE/COUNTY-  WV/PLEASANTS
 JX0899  USGS QUAD   -  SCHULTZ (1975)
 JX0899
 JX0899                         *CURRENT SURVEY CONTROL
 JX0899  ___________________________________________________________________
 JX0899* NAD 83(1986)-  39 20 34.     (N)    081 13 48.     (W)     SCALED    
 JX0899* NAVD 88     -       242.453  (meters)     795.45   (feet)  ADJUSTED  
 JX0899  ___________________________________________________________________
 JX0899  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JX0899  DYNAMIC HT  -         242.305 (meters)     794.96  (feet)  COMP
 JX0899  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 JX0899
 JX0899  VERT ORDER  -  SECOND    CLASS 0
 JX0899
 JX0899.The horizontal coordinates were scaled from a topographic map and have
 JX0899.an estimated accuracy of +/- 6 seconds.
 JX0899
 JX0899.The orthometric height was determined by differential leveling
 JX0899.and adjusted by the National Geodetic Survey in June 1991..
 JX0899
 JX0899.The geoid height was determined by GEOID03.
 JX0899
 JX0899.The dynamic height is computed by dividing the NAVD 88
 JX0899.geopotential number by the normal gravity value computed on the
 JX0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0899.degrees latitude (g = 980.6199 gals.).
 JX0899
 JX0899.The modeled gravity was interpolated from observed gravity values.
 JX0899
 JX0899;                    North         East    Units  Estimated Accuracy
 JX0899;SPC WV N     -    95,000.      450,880.      MT  (+/- 180 meters Scaled)
 JX0899
 JX0899                          SUPERSEDED SURVEY CONTROL
 JX0899
 JX0899  NGVD 29 (??/??/92)  242.614  (m)          795.98   (f) ADJ UNCH    2 0
 JX0899
 JX0899.Superseded values are not recommended for survey control.
 JX0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0899.See file dsdata.txt to determine how the superseded data were derived.
 JX0899
 JX0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD801548(NAD 83)
 JX0899_MARKER: DB = BENCH MARK DISK
 JX0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0899_STAMPING: G 132 1957
 JX0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0899+STABILITY: SURFACE MOTION
 JX0899
 JX0899  HISTORY     - Date     Condition        Report By
 JX0899  HISTORY     - 1957     MONUMENTED       CGS
 JX0899
 JX0899                          STATION DESCRIPTION
 JX0899
 JX0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0899'3.3 MI SE FROM BELMONT.
 JX0899'ABOUT 1.25 MILES SOUTHWEST ALONG A GRAVEL ROAD FOLLOWING FRENCH
 JX0899'CREEK FROM THE BAPTIST CHURCH AT BELMONT, THENCE ABOUT 2.05
 JX0899'MILES SOUTH ALONG A ROAD FOLLOWING HENRY CAMP RUN, AT A POINT
 JX0899'WHERE ROAD TURNS TO THE SOUTHWEST AWAY FROM CREEK, AT THE JUNCTION
 JX0899'OF A PRIVATE ROAD LEADING SOUTHEAST, 17 FEET SOUTHEAST OF CENTER
 JX0899'LINE OF ROAD, 60 FEET SOUTH OF CENTER OF JUNCTION OF PRIVATE
 JX0899'ROAD AND ROAD, 36 FEET SOUTH-SOUTHWEST OF SOUTHEAST END OF A
 JX0899'60-INCH PIPE CULVERT UNDER ROAD, 156 FEET EAST-SOUTHEAST AND
 JX0899'ACROSS ROAD FROM THE EAST CORNER OF A FRAME HOUSE, 1 FOOT SOUTHEAST
 JX0899'OF A FENCE LINE, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN
 JX0899'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0357 ***********************************************************************
 JX0357  DESIGNATION -  G 133
 JX0357  PID         -  JX0357
 JX0357  STATE/COUNTY-  WV/HARRISON
 JX0357  USGS QUAD   -  SALEM (1976)
 JX0357
 JX0357                         *CURRENT SURVEY CONTROL
 JX0357  ___________________________________________________________________
 JX0357* NAD 83(1986)-  39 17 20.     (N)    080 33 38.     (W)     SCALED    
 JX0357* NAVD 88     -       328.906  (meters)    1079.09   (feet)  ADJUSTED  
 JX0357  ___________________________________________________________________
 JX0357  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JX0357  DYNAMIC HT  -         328.702 (meters)    1078.42  (feet)  COMP
 JX0357  MODELED GRAV-     979,997.2   (mgal)                       NAVD 88
 JX0357
 JX0357  VERT ORDER  -  SECOND    CLASS 0
 JX0357
 JX0357.The horizontal coordinates were scaled from a topographic map and have
 JX0357.an estimated accuracy of +/- 6 seconds.
 JX0357
 JX0357.The orthometric height was determined by differential leveling
 JX0357.and adjusted by the National Geodetic Survey in June 1991..
 JX0357
 JX0357.The geoid height was determined by GEOID03.
 JX0357
 JX0357.The dynamic height is computed by dividing the NAVD 88
 JX0357.geopotential number by the normal gravity value computed on the
 JX0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0357.degrees latitude (g = 980.6199 gals.).
 JX0357
 JX0357.The modeled gravity was interpolated from observed gravity values.
 JX0357
 JX0357;                    North         East    Units  Estimated Accuracy
 JX0357;SPC WV N     -    88,120.      508,510.      MT  (+/- 180 meters Scaled)
 JX0357
 JX0357                          SUPERSEDED SURVEY CONTROL
 JX0357
 JX0357  NGVD 29 (??/??/92)  329.054  (m)         1079.57   (f) ADJ UNCH    2 0
 JX0357
 JX0357.Superseded values are not recommended for survey control.
 JX0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0357.See file dsdata.txt to determine how the superseded data were derived.
 JX0357
 JX0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND378489(NAD 83)
 JX0357_MARKER: DB = BENCH MARK DISK
 JX0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0357_STAMPING: G 133 1957
 JX0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0357+STABILITY: SURFACE MOTION
 JX0357
 JX0357  HISTORY     - Date     Condition        Report By
 JX0357  HISTORY     - 1957     MONUMENTED       CGS
 JX0357  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0357
 JX0357                          STATION DESCRIPTION
 JX0357
 JX0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0357'0.4 MI N FROM SALEM.
 JX0357'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 23 FROM THE JUNCTION
 JX0357'OF U.S. HIGHWAY 50 AT SALEM, 35 FEET NORTH-NORTHEAST OF CENTER
 JX0357'LINE OF HIGHWAY, 61 1/2 FEET WEST-NORTHWEST OF NORTHWEST CORNER
 JX0357'OF FRONT PORCH OF HOUSE NO. 144 WATER STREET (TWO STORY FRAME
 JX0357'BUILDING), 64 FEET NORTH OF NORTH EDGE OF CONCRETE WALK TO ABOVE
 JX0357'HOUSE, 1 FOOT NORTHWEST OF NORTHWEST END OF STONE CURBING AROUND
 JX0357'LAWN, 16 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF A 2-FOOT
 JX0357'CONCRETE BLOCK CATCH BASIN, ABOUT LEVEL WITH HIGHWAY AND SET IN THE
 JX0357'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 JX0357
 JX0357                          STATION RECOVERY (1983)
 JX0357
 JX0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0357'SEARCHED FOR BUT NOT RECOVERED, THERE HAS BEEN A ROAD CONSTRUCTED IN
 JX0357'THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0876 ***********************************************************************
 JX0876  DESIGNATION -  G 134
 JX0876  PID         -  JX0876
 JX0876  STATE/COUNTY-  WV/PLEASANTS
 JX0876  USGS QUAD   -  RAVEN ROCK (1994)
 JX0876
 JX0876                         *CURRENT SURVEY CONTROL
 JX0876  ___________________________________________________________________
 JX0876* NAD 83(1986)-  39 24 11.     (N)    081 11 55.     (W)     SCALED    
 JX0876* NAVD 88     -       188.897  (meters)     619.74   (feet)  ADJUSTED  
 JX0876  ___________________________________________________________________
 JX0876  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JX0876  DYNAMIC HT  -         188.784 (meters)     619.37  (feet)  COMP
 JX0876  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 JX0876
 JX0876  VERT ORDER  -  FIRST     CLASS II
 JX0876
 JX0876.The horizontal coordinates were scaled from a topographic map and have
 JX0876.an estimated accuracy of +/- 6 seconds.
 JX0876
 JX0876.The orthometric height was determined by differential leveling
 JX0876.and adjusted by the National Geodetic Survey in June 1991..
 JX0876
 JX0876.The geoid height was determined by GEOID03.
 JX0876
 JX0876.The dynamic height is computed by dividing the NAVD 88
 JX0876.geopotential number by the normal gravity value computed on the
 JX0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0876.degrees latitude (g = 980.6199 gals.).
 JX0876
 JX0876.The modeled gravity was interpolated from observed gravity values.
 JX0876
 JX0876;                    North         East    Units  Estimated Accuracy
 JX0876;SPC WV N     -   101,640.      453,710.      MT  (+/- 180 meters Scaled)
 JX0876
 JX0876                          SUPERSEDED SURVEY CONTROL
 JX0876
 JX0876  NGVD 29 (??/??/92)  189.060  (m)          620.27   (f) ADJ UNCH    1 2
 JX0876
 JX0876.Superseded values are not recommended for survey control.
 JX0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0876.See file dsdata.txt to determine how the superseded data were derived.
 JX0876
 JX0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD829615(NAD 83)
 JX0876_MARKER: DB = BENCH MARK DISK
 JX0876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0876_SP_SET: BRIDGE
 JX0876_STAMPING: G 134 1957
 JX0876_MARK LOGO: CGS   
 JX0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0876
 JX0876  HISTORY     - Date     Condition        Report By
 JX0876  HISTORY     - 1957     MONUMENTED       CGS
 JX0876  HISTORY     - 1983     GOOD             NGS
 JX0876
 JX0876                          STATION DESCRIPTION
 JX0876
 JX0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0876'0.8 MI NE FROM ST MARYS.
 JX0876'ABOUT 0.75 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0876'FROM THE STATION AT ST. MARYS, IN THE TOP OF OFFSET IN THE EAST
 JX0876'END OF NORTH CONCRETE ABUTMENT OF RAILROAD BRIDE NO. 631 OVER
 JX0876'MIDDLE ISLAND CREEK, 11 3/4 FEET EAST OF EAST RAIL AND ABOUT
 JX0876'4 FEET BELOW LEVEL OF TRACK.
 JX0876
 JX0876                          STATION RECOVERY (1983)
 JX0876
 JX0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0386 ***********************************************************************
 JX0386  DESIGNATION -  G 135
 JX0386  PID         -  JX0386
 JX0386  STATE/COUNTY-  WV/TYLER
 JX0386  USGS QUAD   -  SHIRLEY (1989)
 JX0386
 JX0386                         *CURRENT SURVEY CONTROL
 JX0386  ___________________________________________________________________
 JX0386* NAD 83(1986)-  39 25 28.     (N)    080 49 12.     (W)     SCALED    
 JX0386* NAVD 88     -       217.581  (meters)     713.85   (feet)  ADJUSTED  
 JX0386  ___________________________________________________________________
 JX0386  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JX0386  DYNAMIC HT  -         217.451 (meters)     713.42  (feet)  COMP
 JX0386  MODELED GRAV-     980,022.0   (mgal)                       NAVD 88
 JX0386
 JX0386  VERT ORDER  -  SECOND    CLASS 0
 JX0386
 JX0386.The horizontal coordinates were scaled from a topographic map and have
 JX0386.an estimated accuracy of +/- 6 seconds.
 JX0386
 JX0386.The orthometric height was determined by differential leveling
 JX0386.and adjusted by the National Geodetic Survey in June 1991..
 JX0386
 JX0386.The geoid height was determined by GEOID03.
 JX0386
 JX0386.The dynamic height is computed by dividing the NAVD 88
 JX0386.geopotential number by the normal gravity value computed on the
 JX0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0386.degrees latitude (g = 980.6199 gals.).
 JX0386
 JX0386.The modeled gravity was interpolated from observed gravity values.
 JX0386
 JX0386;                    North         East    Units  Estimated Accuracy
 JX0386;SPC WV N     -   103,460.      486,350.      MT  (+/- 180 meters Scaled)
 JX0386
 JX0386                          SUPERSEDED SURVEY CONTROL
 JX0386
 JX0386  NGVD 29 (??/??/92)  217.745  (m)          714.39   (f) ADJ UNCH    2 0
 JX0386
 JX0386.Superseded values are not recommended for survey control.
 JX0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0386.See file dsdata.txt to determine how the superseded data were derived.
 JX0386
 JX0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND154638(NAD 83)
 JX0386_MARKER: DB = BENCH MARK DISK
 JX0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0386_STAMPING: G 135 1957
 JX0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0386+STABILITY: SURFACE MOTION
 JX0386
 JX0386  HISTORY     - Date     Condition        Report By
 JX0386  HISTORY     - 1957     MONUMENTED       CGS
 JX0386
 JX0386                          STATION DESCRIPTION
 JX0386
 JX0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0386'0.7 MI SE FROM TYLER.
 JX0386'ABOUT 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE JUNCTION
 JX0386'OF STATE HIGHWAY 18 AT TYLER, 41 FEET NORTHEAST OF CENTER LINE
 JX0386'OF HIGHWAY, 103 FEET NORTH-NORTHWEST OF NORTHWEST END OF
 JX0386'NORTHEAST CONCRETE HEAD WALL OF A 48-INCH PIPE CULVERT UNDER
 JX0386'HIGHWAY, 67 FEET NORTHWEST OF WEST CORNER OF A PIPE LINE COMPANY
 JX0386'BUILDING, 71 FEET WEST-NORTHWEST OF A LARGE OIL STORAGE TANK,
 JX0386'17 FEET NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A
 JX0386'FENCE LINE, 2 FEET SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT
 JX0386'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JX0386'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0590 ***********************************************************************
 JX0590  DESIGNATION -  G 136
 JX0590  PID         -  JX0590
 JX0590  STATE/COUNTY-  WV/TYLER
 JX0590  USGS QUAD   -  PADEN CITY (1994)
 JX0590
 JX0590                         *CURRENT SURVEY CONTROL
 JX0590  ___________________________________________________________________
 JX0590* NAD 83(1986)-  39 31 56.     (N)    080 53 25.     (W)     SCALED    
 JX0590* NAVD 88     -       214.813  (meters)     704.77   (feet)  ADJUSTED  
 JX0590  ___________________________________________________________________
 JX0590  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX0590  DYNAMIC HT  -         214.686 (meters)     704.35  (feet)  COMP
 JX0590  MODELED GRAV-     980,035.1   (mgal)                       NAVD 88
 JX0590
 JX0590  VERT ORDER  -  SECOND    CLASS 0
 JX0590
 JX0590.The horizontal coordinates were scaled from a topographic map and have
 JX0590.an estimated accuracy of +/- 6 seconds.
 JX0590
 JX0590.The orthometric height was determined by differential leveling
 JX0590.and adjusted by the National Geodetic Survey in June 1991..
 JX0590
 JX0590.The geoid height was determined by GEOID03.
 JX0590
 JX0590.The dynamic height is computed by dividing the NAVD 88
 JX0590.geopotential number by the normal gravity value computed on the
 JX0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0590.degrees latitude (g = 980.6199 gals.).
 JX0590
 JX0590.The modeled gravity was interpolated from observed gravity values.
 JX0590
 JX0590;                    North         East    Units  Estimated Accuracy
 JX0590;SPC WV N     -   115,520.      480,480.      MT  (+/- 180 meters Scaled)
 JX0590
 JX0590                          SUPERSEDED SURVEY CONTROL
 JX0590
 JX0590  NGVD 29 (??/??/92)  214.975  (m)          705.30   (f) ADJ UNCH    2 0
 JX0590
 JX0590.Superseded values are not recommended for survey control.
 JX0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0590.See file dsdata.txt to determine how the superseded data were derived.
 JX0590
 JX0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND094758(NAD 83)
 JX0590_MARKER: DB = BENCH MARK DISK
 JX0590_SETTING: 66 = SET IN ROCK OUTCROP
 JX0590_SP_SET: ROCK LEDGE
 JX0590_STAMPING: G 136 1957
 JX0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0590+STABILITY: POSITION/ELEVATION WELL
 JX0590
 JX0590  HISTORY     - Date     Condition        Report By
 JX0590  HISTORY     - 1957     MONUMENTED       CGS
 JX0590  HISTORY     - 1983     GOOD             NGS
 JX0590
 JX0590                          STATION DESCRIPTION
 JX0590
 JX0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0590'AT KIDWELL.
 JX0590'AT KIDWELL, ABOUT 120 YARDS SOUTHEAST ALONG A GRAVEL ROAD FROM
 JX0590'JUNCTION OF STATE HIGHWAY 18, AT JUNCTION OF A ROAD SOUTHWEST TO
 JX0590'CHURCH AND CEMETERY, 52 FEET SOUTH OF CENTER LINE OF MAIN ROAD, 10
 JX0590'FEET SOUTHEAST OF CENTER OF ROAD TO CHURCH AND CEMETERY, 60 FEET
 JX0590'SOUTHEAST OF BRIDGE OVER POINT PLEASANT CREEK, SET VERTICALLY
 JX0590'IN NORTHWEST FACE OF A ROCK LEDGE AND ABOUT 4 FEET ABOVE LEVEL
 JX0590'OF GRAVEL ROAD.
 JX0590
 JX0590                          STATION RECOVERY (1983)
 JX0590
 JX0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0426 ***********************************************************************
 JX0426  DESIGNATION -  G 137
 JX0426  PID         -  JX0426
 JX0426  STATE/COUNTY-  WV/TYLER
 JX0426  USGS QUAD   -  SHIRLEY (1989)
 JX0426
 JX0426                         *CURRENT SURVEY CONTROL
 JX0426  ___________________________________________________________________
 JX0426* NAD 83(1986)-  39 28 31.     (N)    080 46 47.     (W)     SCALED    
 JX0426* NAVD 88     -       249.121  (meters)     817.32   (feet)  ADJUSTED  
 JX0426  ___________________________________________________________________
 JX0426  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JX0426  DYNAMIC HT  -         248.974 (meters)     816.84  (feet)  COMP
 JX0426  MODELED GRAV-     980,031.3   (mgal)                       NAVD 88
 JX0426
 JX0426  VERT ORDER  -  SECOND    CLASS 0
 JX0426
 JX0426.The horizontal coordinates were scaled from a topographic map and have
 JX0426.an estimated accuracy of +/- 6 seconds.
 JX0426
 JX0426.The orthometric height was determined by differential leveling
 JX0426.and adjusted by the National Geodetic Survey in June 1991..
 JX0426
 JX0426.The geoid height was determined by GEOID03.
 JX0426
 JX0426.The dynamic height is computed by dividing the NAVD 88
 JX0426.geopotential number by the normal gravity value computed on the
 JX0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0426.degrees latitude (g = 980.6199 gals.).
 JX0426
 JX0426.The modeled gravity was interpolated from observed gravity values.
 JX0426
 JX0426;                    North         East    Units  Estimated Accuracy
 JX0426;SPC WV N     -   109,060.      489,900.      MT  (+/- 180 meters Scaled)
 JX0426
 JX0426                          SUPERSEDED SURVEY CONTROL
 JX0426
 JX0426  NGVD 29 (??/??/92)  249.283  (m)          817.86   (f) ADJ UNCH    2 0
 JX0426
 JX0426.Superseded values are not recommended for survey control.
 JX0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0426.See file dsdata.txt to determine how the superseded data were derived.
 JX0426
 JX0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND189695(NAD 83)
 JX0426_MARKER: DB = BENCH MARK DISK
 JX0426_SETTING: 66 = SET IN ROCK OUTCROP
 JX0426_SP_SET: CUT
 JX0426_STAMPING: G 137 1957
 JX0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0426+STABILITY: POSITION/ELEVATION WELL
 JX0426
 JX0426  HISTORY     - Date     Condition        Report By
 JX0426  HISTORY     - 1957     MONUMENTED       CGS
 JX0426
 JX0426                          STATION DESCRIPTION
 JX0426
 JX0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0426'4.2 MI NE FROM BLUE.
 JX0426'ABOUT 1.0 MILE EAST ALONG INDIAN CREEK ROAD FROM THE JUNCTION OF
 JX0426'STATE HIGHWAY 18 AT BLUE, THENCE ABOUT 3.25 MILES NORTHEAST
 JX0426'ALONG BIG RUN ROAD, 0.3 MILE SOUTHWEST OF AVONDALE SCHOOL, 14 FEET
 JX0426'SOUTHEAST OF CENTER LINE OF ROAD, 144 FEET NORTHEAST OF JUNCTION OF
 JX0426'A DRIVE NORTHWEST OVER A WOODEN BRIDGE TO A FARM HOUSE, AT ABOUT
 JX0426'RIGHT ANGLE ACROSS ROAD FROM EAST CORNER OF A BARN, 23 FEET
 JX0426'NORTHEAST OF SOUTHEAST END OF A SMALL PIPE CULVERT UNDER ROAD, SET
 JX0426'VERTICALLY ABOUT 2 FEET ABOVE GROUND IN THE NORTHWEST FACE OF A
 JX0426'SHALY ROCK CUT AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0486 ***********************************************************************
 JX0486  DESIGNATION -  G 138
 JX0486  PID         -  JX0486
 JX0486  STATE/COUNTY-  WV/MARSHALL
 JX0486  USGS QUAD   -  POWHATAN POINT (1984)
 JX0486
 JX0486                         *CURRENT SURVEY CONTROL
 JX0486  ___________________________________________________________________
 JX0486* NAD 83(1986)-  39 51 19.     (N)    080 48 04.     (W)     SCALED    
 JX0486* NAVD 88     -       196.358  (meters)     644.22   (feet)  ADJUSTED  
 JX0486  ___________________________________________________________________
 JX0486  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX0486  DYNAMIC HT  -         196.248 (meters)     643.86  (feet)  COMP
 JX0486  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 JX0486
 JX0486  VERT ORDER  -  FIRST     CLASS II
 JX0486
 JX0486.The horizontal coordinates were scaled from a topographic map and have
 JX0486.an estimated accuracy of +/- 6 seconds.
 JX0486
 JX0486.The orthometric height was determined by differential leveling
 JX0486.and adjusted by the National Geodetic Survey in June 1991..
 JX0486
 JX0486.The geoid height was determined by GEOID03.
 JX0486
 JX0486.The dynamic height is computed by dividing the NAVD 88
 JX0486.geopotential number by the normal gravity value computed on the
 JX0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0486.degrees latitude (g = 980.6199 gals.).
 JX0486
 JX0486.The modeled gravity was interpolated from observed gravity values.
 JX0486
 JX0486;                    North         East    Units  Estimated Accuracy
 JX0486;SPC WV N     -   151,270.      488,670.      MT  (+/- 180 meters Scaled)
 JX0486
 JX0486                          SUPERSEDED SURVEY CONTROL
 JX0486
 JX0486  NGVD 29 (??/??/92)  196.519  (m)          644.75   (f) ADJ UNCH    1 2
 JX0486
 JX0486.Superseded values are not recommended for survey control.
 JX0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0486.See file dsdata.txt to determine how the superseded data were derived.
 JX0486
 JX0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE170117(NAD 83)
 JX0486_MARKER: DB = BENCH MARK DISK
 JX0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0486_SP_SET: BRIDGE
 JX0486_STAMPING: G 138 1957
 JX0486_MARK LOGO: CGS   
 JX0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0486
 JX0486  HISTORY     - Date     Condition        Report By
 JX0486  HISTORY     - 1957     MONUMENTED       CGS
 JX0486  HISTORY     - 1983     GOOD             NGS
 JX0486
 JX0486                          STATION DESCRIPTION
 JX0486
 JX0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0486'3.9 MI N FROM WOODLANDS.
 JX0486'ABOUT 3.9 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0486'THE BRIDGE OVER FISH CREEK AT WOODLANDS, NEAR MILEAGE POLE NO.
 JX0486'19+10, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF
 JX0486'RAILROAD BRIDGE NO. 193 OVER A CREEK AND A GRAVEL ROAD, 15 FEET
 JX0486'NORTHWEST OF NORTHWEST RAIL, 3 1/2 FEET NORTH OF NORTHEAST END
 JX0486'OF A STEEL GUARD RAIL, 1/2 FOOT SOUTH OF NORTH END OF ABUTMENT
 JX0486'AND 2 1/2 FEET BELOW LEVEL OF TRACK.
 JX0486
 JX0486                          STATION RECOVERY (1983)
 JX0486
 JX0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0486'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE WITH
 JX0486'THE FOLLOWING CORRECTIONS--THE GRAVEL ROAD IS PAVED AT THIS POINT AND
 JX0486'LEADS TO A BOAT RAMP.  DELETE--3-1/2 FEET NORTH OF THE NORTHEAST END
 JX0486'OF A STEEL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0653 ***********************************************************************
 JX0653  DESIGNATION -  G 139
 JX0653  PID         -  JX0653
 JX0653  STATE/COUNTY-  WV/TYLER
 JX0653  USGS QUAD   -  PORTERS FALLS (1976)
 JX0653
 JX0653                         *CURRENT SURVEY CONTROL
 JX0653  ___________________________________________________________________
 JX0653* NAD 83(1986)-  39 31 46.     (N)    080 50 25.     (W)     SCALED    
 JX0653* NAVD 88     -       232.766  (meters)     763.67   (feet)  ADJUSTED  
 JX0653  ___________________________________________________________________
 JX0653  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX0653  DYNAMIC HT  -         232.629 (meters)     763.22  (feet)  COMP
 JX0653  MODELED GRAV-     980,036.0   (mgal)                       NAVD 88
 JX0653
 JX0653  VERT ORDER  -  SECOND    CLASS 0
 JX0653
 JX0653.The horizontal coordinates were scaled from a topographic map and have
 JX0653.an estimated accuracy of +/- 6 seconds.
 JX0653
 JX0653.The orthometric height was determined by differential leveling
 JX0653.and adjusted by the National Geodetic Survey in June 1991..
 JX0653
 JX0653.The geoid height was determined by GEOID03.
 JX0653
 JX0653.The dynamic height is computed by dividing the NAVD 88
 JX0653.geopotential number by the normal gravity value computed on the
 JX0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0653.degrees latitude (g = 980.6199 gals.).
 JX0653
 JX0653.The modeled gravity was interpolated from observed gravity values.
 JX0653
 JX0653;                    North         East    Units  Estimated Accuracy
 JX0653;SPC WV N     -   115,150.      484,780.      MT  (+/- 180 meters Scaled)
 JX0653
 JX0653                          SUPERSEDED SURVEY CONTROL
 JX0653
 JX0653  NGVD 29 (??/??/92)  232.927  (m)          764.19   (f) ADJ UNCH    2 0
 JX0653
 JX0653.Superseded values are not recommended for survey control.
 JX0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0653.See file dsdata.txt to determine how the superseded data were derived.
 JX0653
 JX0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND137755(NAD 83)
 JX0653_MARKER: DB = BENCH MARK DISK
 JX0653_SETTING: 80 = SET IN A BOULDER
 JX0653_SP_SET: BOULDER
 JX0653_STAMPING: G 139 1957
 JX0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0653+STABILITY: SURFACE MOTION
 JX0653
 JX0653  HISTORY     - Date     Condition        Report By
 JX0653  HISTORY     - 1957     MONUMENTED       CGS
 JX0653
 JX0653                          STATION DESCRIPTION
 JX0653
 JX0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0653'4 MI NW FROM KIDWELL.
 JX0653'ABOUT 3.25 MILES EAST ALONG ELK CREEK ROAD FROM THE CHURCH AND
 JX0653'CEMETERY AT KIDWELL, THENCE ABOUT 0.75 MILE NORTH ALONG BIG RUN
 JX0653'ROAD, ABOUT 80 YARDS WEST OF THE EAST END OF A LONG NARROW
 JX0653'CLEARING, SET VERTICALLY IN THE WEST FACE OF A LARGE BOULDER WHICH
 JX0653'IS IN EDGE OF TIMBER, 51 FEET NORTH OF CENTER LINE OF ROAD AND
 JX0653'ABOUT 10 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1838 ***********************************************************************
 HX1838  DESIGNATION -  G 14
 HX1838  PID         -  HX1838
 HX1838  STATE/COUNTY-  WV/NICHOLAS
 HX1838  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1838
 HX1838                         *CURRENT SURVEY CONTROL
 HX1838  ___________________________________________________________________
 HX1838* NAD 83(1986)-  38 13 55.     (N)    081 11 22.     (W)     SCALED    
 HX1838* NAVD 88     -       211.280  (meters)     693.17   (feet)  ADJUSTED  
 HX1838  ___________________________________________________________________
 HX1838  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HX1838  DYNAMIC HT  -         211.131 (meters)     692.69  (feet)  COMP
 HX1838  MODELED GRAV-     979,915.6   (mgal)                       NAVD 88
 HX1838
 HX1838  VERT ORDER  -  SECOND    CLASS 0
 HX1838
 HX1838.The horizontal coordinates were scaled from a topographic map and have
 HX1838.an estimated accuracy of +/- 6 seconds.
 HX1838
 HX1838.The orthometric height was determined by differential leveling
 HX1838.and adjusted by the National Geodetic Survey in June 1991..
 HX1838
 HX1838.The geoid height was determined by GEOID03.
 HX1838
 HX1838.The dynamic height is computed by dividing the NAVD 88
 HX1838.geopotential number by the normal gravity value computed on the
 HX1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1838.degrees latitude (g = 980.6199 gals.).
 HX1838
 HX1838.The modeled gravity was interpolated from observed gravity values.
 HX1838
 HX1838;                    North         East    Units  Estimated Accuracy
 HX1838;SPC WV S     -   136,750.      583,410.      MT  (+/- 180 meters Scaled)
 HX1838
 HX1838                          SUPERSEDED SURVEY CONTROL
 HX1838
 HX1838  NGVD 29 (??/??/92)  211.47   (m)          693.8    (f) COMPUTED    2 0
 HX1838
 HX1838.Superseded values are not recommended for survey control.
 HX1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1838.See file dsdata.txt to determine how the superseded data were derived.
 HX1838
 HX1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC834315(NAD 83)
 HX1838_MARKER: DB = BENCH MARK DISK
 HX1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1838_STAMPING: G-14 1934
 HX1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1838+STABILITY: SURFACE MOTION
 HX1838
 HX1838  HISTORY     - Date     Condition        Report By
 HX1838  HISTORY     - 1934     MONUMENTED       CGS
 HX1838  HISTORY     - 1961     MARK NOT FOUND   NGS
 HX1838
 HX1838                          STATION DESCRIPTION
 HX1838
 HX1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HX1838'7 MI E FROM GAULEY BRIDGE.
 HX1838'BY HIGHWAY ALONG THE NEW YORK CENTRAL RAILROAD, OLD K. AND M. R.R.,
 HX1838'6 RAILS WEST OF MILE POST NO. 169, 30 YARDS SOUTH OF U.S. HIGHWAY
 HX1838'NO. 19, 20 YARDS EAST OF THE FLAG STOP AT BELVA, 5 YARDS NORTH OF
 HX1838'THE CENTER LINE OF THE N.Y.C. RR. TRACKS, A CONCRETE POST, LEVEL
 HX1838'WITH THE BASE OF THE RAILS.
 HX1838
 HX1838                          STATION RECOVERY (1961)
 HX1838
 HX1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HX1838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0332 ***********************************************************************
 JX0332  DESIGNATION -  G 140
 JX0332  PID         -  JX0332
 JX0332  STATE/COUNTY-  WV/TYLER
 JX0332  USGS QUAD   -  SHIRLEY (1989)
 JX0332
 JX0332                         *CURRENT SURVEY CONTROL
 JX0332  ___________________________________________________________________
 JX0332* NAD 83(1986)-  39 28 56.     (N)    080 51 52.     (W)     SCALED    
 JX0332* NAVD 88     -       212.303  (meters)     696.53   (feet)  ADJUSTED  
 JX0332  ___________________________________________________________________
 JX0332  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JX0332  DYNAMIC HT  -         212.176 (meters)     696.11  (feet)  COMP
 JX0332  MODELED GRAV-     980,024.1   (mgal)                       NAVD 88
 JX0332
 JX0332  VERT ORDER  -  SECOND    CLASS 0
 JX0332
 JX0332.The horizontal coordinates were scaled from a topographic map and have
 JX0332.an estimated accuracy of +/- 6 seconds.
 JX0332
 JX0332.The orthometric height was determined by differential leveling
 JX0332.and adjusted by the National Geodetic Survey in June 1991..
 JX0332
 JX0332.The geoid height was determined by GEOID03.
 JX0332
 JX0332.The dynamic height is computed by dividing the NAVD 88
 JX0332.geopotential number by the normal gravity value computed on the
 JX0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0332.degrees latitude (g = 980.6199 gals.).
 JX0332
 JX0332.The modeled gravity was interpolated from observed gravity values.
 JX0332
 JX0332;                    North         East    Units  Estimated Accuracy
 JX0332;SPC WV N     -   109,940.      482,620.      MT  (+/- 180 meters Scaled)
 JX0332
 JX0332                          SUPERSEDED SURVEY CONTROL
 JX0332
 JX0332  NGVD 29 (??/??/92)  212.466  (m)          697.07   (f) ADJ UNCH    2 0
 JX0332
 JX0332.Superseded values are not recommended for survey control.
 JX0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0332.See file dsdata.txt to determine how the superseded data were derived.
 JX0332
 JX0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND116703(NAD 83)
 JX0332_MARKER: DB = BENCH MARK DISK
 JX0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0332_SP_SET: CULVERT
 JX0332_STAMPING: G 140 1957
 JX0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0332
 JX0332  HISTORY     - Date     Condition        Report By
 JX0332  HISTORY     - 1957     MONUMENTED       CGS
 JX0332
 JX0332                          STATION DESCRIPTION
 JX0332
 JX0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0332'3 MI SE FROM MIDDLEBOURNE.
 JX0332'ABOUT 3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE
 JX0332'COURT HOUSE AT MIDDLEBOURNE, 1.0 MILE NORTHWEST OF JUNCTION OF
 JX0332'A ROAD SOUTHEAST, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 JX0332'EXTENDING SOUTH AND WEST, IN THE TOP OF THE NORTHWEST END OF
 JX0332'NORTHEAST HEAD WALL OF A 5-FOOT CONCRETE BOX CULVERT, 14 FEET
 JX0332'NORTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT ABOVE
 JX0332'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0303 ***********************************************************************
 JX0303  DESIGNATION -  G 141
 JX0303  PID         -  JX0303
 JX0303  STATE/COUNTY-  WV/TYLER
 JX0303  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0303
 JX0303                         *CURRENT SURVEY CONTROL
 JX0303  ___________________________________________________________________
 JX0303* NAD 83(1986)-  39 23 43.     (N)    080 58 15.     (W)     SCALED    
 JX0303* NAVD 88     -       304.925  (meters)    1000.41   (feet)  ADJUSTED  
 JX0303  ___________________________________________________________________
 JX0303  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JX0303  DYNAMIC HT  -         304.741 (meters)     999.80  (feet)  COMP
 JX0303  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 JX0303
 JX0303  VERT ORDER  -  SECOND    CLASS 0
 JX0303
 JX0303.The horizontal coordinates were scaled from a topographic map and have
 JX0303.an estimated accuracy of +/- 6 seconds.
 JX0303
 JX0303.The orthometric height was determined by differential leveling
 JX0303.and adjusted by the National Geodetic Survey in June 1991..
 JX0303
 JX0303.The geoid height was determined by GEOID03.
 JX0303
 JX0303.The dynamic height is computed by dividing the NAVD 88
 JX0303.geopotential number by the normal gravity value computed on the
 JX0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0303.degrees latitude (g = 980.6199 gals.).
 JX0303
 JX0303.The modeled gravity was interpolated from observed gravity values.
 JX0303
 JX0303;                    North         East    Units  Estimated Accuracy
 JX0303;SPC WV N     -   100,430.      473,310.      MT  (+/- 180 meters Scaled)
 JX0303
 JX0303                          SUPERSEDED SURVEY CONTROL
 JX0303
 JX0303  NGVD 29 (??/??/92)  305.096  (m)         1000.97   (f) ADJ UNCH    2 0
 JX0303
 JX0303.Superseded values are not recommended for survey control.
 JX0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0303.See file dsdata.txt to determine how the superseded data were derived.
 JX0303
 JX0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND025606(NAD 83)
 JX0303_MARKER: DB = BENCH MARK DISK
 JX0303_SETTING: 66 = SET IN ROCK OUTCROP
 JX0303_SP_SET: CUT
 JX0303_STAMPING: G 141 1957
 JX0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0303+STABILITY: POSITION/ELEVATION WELL
 JX0303
 JX0303  HISTORY     - Date     Condition        Report By
 JX0303  HISTORY     - 1957     MONUMENTED       CGS
 JX0303
 JX0303                          STATION DESCRIPTION
 JX0303
 JX0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0303'1.8 MI SE FROM WICK.
 JX0303'ABOUT 1.85 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD LEADING
 JX0303'TO MC KIM FROM THE POST OFFICE AT WICK, ABOUT 0.65 MILE SOUTHEAST
 JX0303'OF JUNCTION OF ROAD SOUTHWEST ALONG WALNUT RUN, SET VERTICALLY
 JX0303'IN FACE OF A ROCK CUT, 18 FEET SOUTH-SOUTHEAST OF CENTER LINE OF
 JX0303'ROAD, 168 FEET WEST-SOUTHWEST OF CENTER OF ROAD AT CENTER OF A
 JX0303'SHARP CURVE WITH TANGENTS EXTENDING WEST-SOUTHWEST AND
 JX0303'WEST-NORTHWEST, 24 FEET EAST OF WEST END OF ROCK LEDGE OF CUT AND
 JX0303'3 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2222 ***********************************************************************
 HY2222  DESIGNATION -  G 141 USE 1976
 HY2222  PID         -  HY2222
 HY2222  STATE/COUNTY-  WV/MASON
 HY2222  USGS QUAD   -  GLENWOOD (1990)
 HY2222
 HY2222                         *CURRENT SURVEY CONTROL
 HY2222  ___________________________________________________________________
 HY2222* NAD 83(1995)-  38 36 37.26685(N)    082 10 00.75296(W)     ADJUSTED  
 HY2222* NAVD 88     -       169.9    (meters)     557.     (feet)  VERTCON   
 HY2222  ___________________________________________________________________
 HY2222  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 HY2222  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HY2222
 HY2222  HORZ ORDER  -  SECOND
 HY2222
 HY2222.The horizontal coordinates were established by classical geodetic methods
 HY2222.and adjusted by the National Geodetic Survey in April 1998..
 HY2222
 HY2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2222
 HY2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2222
 HY2222.The geoid height was determined by GEOID03.
 HY2222
 HY2222;                    North         East     Units Scale Factor Converg.
 HY2222;SPC WV S     -   179,373.676   498,373.123   MT  0.99995324   -0 43 16.9
 HY2222;UTM  17      - 4,274,183.983   398,404.769   MT  0.99972710   -0 43 41.6
 HY2222
 HY2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2222!SPC WV S     -   0.99997859  x   0.99995324  =   0.99993183
 HY2222!UTM  17      -   0.99997859  x   0.99972710  =   0.99970569
 HY2222
 HY2222|---------------------------------------------------------------------|
 HY2222| PID    Reference Object                     Distance      Geod. Az  |
 HY2222|                                                           dddmmss.s |
 HY2222| HY2221 G 141 USE 1976 A PT                   5.870 METERS 15454     |
 HY2222| HY2187 EIGHTEEN                            178.953 METERS 20653     |
 HY2222|---------------------------------------------------------------------|
 HY2222
 HY2222                          SUPERSEDED SURVEY CONTROL
 HY2222
 HY2222  NAD 83(1995)-  38 36 37.27109(N)    082 10 00.75749(W) AD(       ) 2
 HY2222  NAD 83(1986)-  38 36 37.27532(N)    082 10 00.75845(W) AD(       ) 2
 HY2222  NAD 27      -  38 36 36.97374(N)    082 10 01.23569(W) AD(       ) 2
 HY2222  NGVD 29 (07/19/86)  170.1    (m)          558.     (f) VERT ANG       
 HY2222
 HY2222.Superseded values are not recommended for survey control.
 HY2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2222.See file dsdata.txt to determine how the superseded data were derived.
 HY2222
 HY2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9840574184(NAD 83)
 HY2222_MARKER: DD = SURVEY DISK
 HY2222_SETTING: 0 = UNSPECIFIED SETTING
 HY2222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2222
 HY2222  HISTORY     - Date     Condition        Report By
 HY2222  HISTORY     - 1976     MONUMENTED       NGS
 HY2222
 HY2222                          STATION DESCRIPTION
 HY2222
 HY2222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2222'THIS MARK WAS USED AS AN ADDITIONAL AZIMUTH MARK FOR EIGHTEEN
 HY2222'1976.  AN EDM TRAVERSE TIE WAS MADE FROM EIGHTEEN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0345 ***********************************************************************
 JX0345  DESIGNATION -  G 142
 JX0345  PID         -  JX0345
 JX0345  STATE/COUNTY-  WV/TYLER
 JX0345  USGS QUAD   -  WEST UNION (1987)
 JX0345
 JX0345                         *CURRENT SURVEY CONTROL
 JX0345  ___________________________________________________________________
 JX0345* NAD 83(1986)-  39 21 11.     (N)    080 51 00.     (W)     SCALED    
 JX0345* NAVD 88     -       224.488  (meters)     736.51   (feet)  ADJUSTED  
 JX0345  ___________________________________________________________________
 JX0345  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JX0345  DYNAMIC HT  -         224.351 (meters)     736.06  (feet)  COMP
 JX0345  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 JX0345
 JX0345  VERT ORDER  -  SECOND    CLASS 0
 JX0345
 JX0345.The horizontal coordinates were scaled from a topographic map and have
 JX0345.an estimated accuracy of +/- 6 seconds.
 JX0345
 JX0345.The orthometric height was determined by differential leveling
 JX0345.and adjusted by the National Geodetic Survey in June 1991..
 JX0345
 JX0345.The geoid height was determined by GEOID03.
 JX0345
 JX0345.The dynamic height is computed by dividing the NAVD 88
 JX0345.geopotential number by the normal gravity value computed on the
 JX0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0345.degrees latitude (g = 980.6199 gals.).
 JX0345
 JX0345.The modeled gravity was interpolated from observed gravity values.
 JX0345
 JX0345;                    North         East    Units  Estimated Accuracy
 JX0345;SPC WV N     -    95,580.      483,650.      MT  (+/- 180 meters Scaled)
 JX0345
 JX0345                          SUPERSEDED SURVEY CONTROL
 JX0345
 JX0345  NGVD 29 (??/??/92)  224.654  (m)          737.05   (f) ADJ UNCH    2 0
 JX0345
 JX0345.Superseded values are not recommended for survey control.
 JX0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0345.See file dsdata.txt to determine how the superseded data were derived.
 JX0345
 JX0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND129559(NAD 83)
 JX0345_MARKER: DB = BENCH MARK DISK
 JX0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0345_STAMPING: G 142 1957
 JX0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0345+STABILITY: SURFACE MOTION
 JX0345
 JX0345  HISTORY     - Date     Condition        Report By
 JX0345  HISTORY     - 1957     MONUMENTED       CGS
 JX0345
 JX0345                          STATION DESCRIPTION
 JX0345
 JX0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0345'7.8 MI S FROM TYLER.
 JX0345'ABOUT 7.8 MILES SOUTHWEST AND SOUTHEAST ALONG STATE HIGHWAY
 JX0345'18 FROM THE JUNCTION OF STATE HIGHWAY 23 AT TYLER, ABOUT 0.45
 JX0345'MILE SOUTHEAST OF A STEEL BRIDGE OVER MIDDLE ISLAND CREEK,
 JX0345'30 1/2 FEET NORTH-NORTHEAST OF CENTER LINE OF HIGHWAY, 37 FEET
 JX0345'SOUTHEAST OF NORTHEAST END OF A 24-INCH METAL PIPE CULVERT UNDER
 JX0345'HIGHWAY, 59 FEET SOUTH-SOUTHWEST OF A LONE 18-INCH BLACK WALNUT
 JX0345'TREE WHICH IS IN A FENCE LINE, 21 FEET WEST OF A STEEL POST
 JX0345'MARKING HOPE NATURAL GAS LINE 57, 1 FOOT NORTHEAST OF FENCE LINE,
 JX0345'2 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 JX0345'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0246 ***********************************************************************
 GY0246  DESIGNATION -  G 143
 GY0246  PID         -  GY0246
 GY0246  STATE/COUNTY-  WV/MINGO
 GY0246  USGS QUAD   -  MYRTLE (1976)
 GY0246
 GY0246                         *CURRENT SURVEY CONTROL
 GY0246  ___________________________________________________________________
 GY0246* NAD 83(1986)-  37 46 25.     (N)    082 14 17.     (W)     SCALED    
 GY0246* NAVD 88     -       198.847  (meters)     652.38   (feet)  ADJUSTED  
 GY0246  ___________________________________________________________________
 GY0246  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GY0246  DYNAMIC HT  -         198.701 (meters)     651.90  (feet)  COMP
 GY0246  MODELED GRAV-     979,891.2   (mgal)                       NAVD 88
 GY0246
 GY0246  VERT ORDER  -  SECOND    CLASS 0
 GY0246
 GY0246.The horizontal coordinates were scaled from a topographic map and have
 GY0246.an estimated accuracy of +/- 6 seconds.
 GY0246
 GY0246.The orthometric height was determined by differential leveling
 GY0246.and adjusted by the National Geodetic Survey in June 1991..
 GY0246
 GY0246.The geoid height was determined by GEOID03.
 GY0246
 GY0246.The dynamic height is computed by dividing the NAVD 88
 GY0246.geopotential number by the normal gravity value computed on the
 GY0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0246.degrees latitude (g = 980.6199 gals.).
 GY0246
 GY0246.The modeled gravity was interpolated from observed gravity values.
 GY0246
 GY0246;                    North         East    Units  Estimated Accuracy
 GY0246;SPC WV S     -    86,590.      490,930.      MT  (+/- 180 meters Scaled)
 GY0246
 GY0246                          SUPERSEDED SURVEY CONTROL
 GY0246
 GY0246  NGVD 29 (??/??/92)  199.070  (m)          653.12   (f) ADJ UNCH    2 0
 GY0246
 GY0246.Superseded values are not recommended for survey control.
 GY0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0246.See file dsdata.txt to determine how the superseded data were derived.
 GY0246
 GY0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB909814(NAD 83)
 GY0246_MARKER: DB = BENCH MARK DISK
 GY0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0246_SP_SET: WALL
 GY0246_STAMPING: G 143 1957
 GY0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0246
 GY0246  HISTORY     - Date     Condition        Report By
 GY0246  HISTORY     - 1957     MONUMENTED       CGS
 GY0246  HISTORY     - 1970     GOOD             NGS
 GY0246
 GY0246                          STATION DESCRIPTION
 GY0246
 GY0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0246'AT BELO.
 GY0246'AT BELO, AT THE JUNCTION OF STATE HIGHWAY 65 AND HIGHWAY 65 S,
 GY0246'SET IN THE TOP OF THE SOUTH WING WALL OF HIGHWAY 65 S OVER
 GY0246'PIGEON CREEK, 12 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY 65 S,
 GY0246'ABOUT 50 YARDS SOUTHWEST OF JUNCTION OF HIGHWAY 65, 1 1/2 FEET
 GY0246'SOUTHEAST OF SOUTHWEST END OF SOUTHEAST BRIDGE RAILING AND 1/2
 GY0246'FOOT ABOVE LEVEL OF HIGHWAY.
 GY0246
 GY0246                          STATION RECOVERY (1970)
 GY0246
 GY0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GY0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0232 ***********************************************************************
 GY0232  DESIGNATION -  G 144
 GY0232  PID         -  GY0232
 GY0232  STATE/COUNTY-  WV/LOGAN
 GY0232  USGS QUAD   -  HOLDEN (1989)
 GY0232
 GY0232                         *CURRENT SURVEY CONTROL
 GY0232  ___________________________________________________________________
 GY0232* NAD 83(1986)-  37 49 25.     (N)    082 03 30.     (W)     SCALED    
 GY0232* NAVD 88     -       224.503  (meters)     736.56   (feet)  ADJUSTED  
 GY0232  ___________________________________________________________________
 GY0232  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GY0232  DYNAMIC HT  -         224.338 (meters)     736.02  (feet)  COMP
 GY0232  MODELED GRAV-     979,890.1   (mgal)                       NAVD 88
 GY0232
 GY0232  VERT ORDER  -  SECOND    CLASS 0
 GY0232
 GY0232.The horizontal coordinates were scaled from a topographic map and have
 GY0232.an estimated accuracy of +/- 6 seconds.
 GY0232
 GY0232.The orthometric height was determined by differential leveling
 GY0232.and adjusted by the National Geodetic Survey in June 1991..
 GY0232
 GY0232.The geoid height was determined by GEOID03.
 GY0232
 GY0232.The dynamic height is computed by dividing the NAVD 88
 GY0232.geopotential number by the normal gravity value computed on the
 GY0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0232.degrees latitude (g = 980.6199 gals.).
 GY0232
 GY0232.The modeled gravity was interpolated from observed gravity values.
 GY0232
 GY0232;                    North         East    Units  Estimated Accuracy
 GY0232;SPC WV S     -    91,940.      506,830.      MT  (+/- 180 meters Scaled)
 GY0232
 GY0232                          SUPERSEDED SURVEY CONTROL
 GY0232
 GY0232  NGVD 29 (??/??/92)  224.720  (m)          737.27   (f) ADJ UNCH    2 0
 GY0232
 GY0232.Superseded values are not recommended for survey control.
 GY0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0232.See file dsdata.txt to determine how the superseded data were derived.
 GY0232
 GY0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB068867(NAD 83)
 GY0232_MARKER: DB = BENCH MARK DISK
 GY0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0232_SP_SET: BRIDGE
 GY0232_STAMPING: G 144 1957
 GY0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0232
 GY0232  HISTORY     - Date     Condition        Report By
 GY0232  HISTORY     - 1957     MONUMENTED       CGS
 GY0232
 GY0232                          STATION DESCRIPTION
 GY0232
 GY0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0232'AT HOLDEN.
 GY0232'AT HOLDEN, ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 65 FROM
 GY0232'CENTRAL SCHOOL, ABOUT 97 YARDS NORTHEAST OF A POINT WHERE HIGHWAY
 GY0232'JOGS TO THE NORTHWEST, SET IN TOP OF NORTHEAST END OF BRIDGE
 GY0232'SEAT OF SOUTHEAST ABUTMENT OF RAILROAD BRIDGE OVER TRACE FORK,
 GY0232'12 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 53 FEET SOUTHEAST AND
 GY0232'ACROSS STREAM FROM CENTER LINE OF BRICK STREET, 4 FEET SOUTHWEST
 GY0232'OF SOUTHWEST CORNER OF A STEEL FENCE AROUND SUPPLY STEEL, ABOUT
 GY0232'8 RAILS SOUTHWEST OF WEST END WYE RAILROAD JUNCTION AND ABOUT 2
 GY0232'FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0203 ***********************************************************************
 GY0203  DESIGNATION -  G 145
 GY0203  PID         -  GY0203
 GY0203  STATE/COUNTY-  WV/MINGO
 GY0203  USGS QUAD   -  MYRTLE (1976)
 GY0203
 GY0203                         *CURRENT SURVEY CONTROL
 GY0203  ___________________________________________________________________
 GY0203* NAD 83(1986)-  37 51 45.     (N)    082 09 16.     (W)     SCALED    
 GY0203* NAVD 88     -       322.517  (meters)    1058.12   (feet)  ADJUSTED  
 GY0203  ___________________________________________________________________
 GY0203  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GY0203  DYNAMIC HT  -         322.279 (meters)    1057.34  (feet)  COMP
 GY0203  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 GY0203
 GY0203  VERT ORDER  -  SECOND    CLASS 0
 GY0203
 GY0203.The horizontal coordinates were scaled from a topographic map and have
 GY0203.an estimated accuracy of +/- 6 seconds.
 GY0203
 GY0203.The orthometric height was determined by differential leveling
 GY0203.and adjusted by the National Geodetic Survey in June 1991..
 GY0203
 GY0203.The geoid height was determined by GEOID03.
 GY0203
 GY0203.The dynamic height is computed by dividing the NAVD 88
 GY0203.geopotential number by the normal gravity value computed on the
 GY0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0203.degrees latitude (g = 980.6199 gals.).
 GY0203
 GY0203.The modeled gravity was interpolated from observed gravity values.
 GY0203
 GY0203;                    North         East    Units  Estimated Accuracy
 GY0203;SPC WV S     -    96,360.      498,420.      MT  (+/- 180 meters Scaled)
 GY0203
 GY0203                          SUPERSEDED SURVEY CONTROL
 GY0203
 GY0203  NGVD 29 (??/??/92)  322.730  (m)         1058.82   (f) ADJ UNCH    2 0
 GY0203
 GY0203.Superseded values are not recommended for survey control.
 GY0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0203.See file dsdata.txt to determine how the superseded data were derived.
 GY0203
 GY0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB984911(NAD 83)
 GY0203_MARKER: DB = BENCH MARK DISK
 GY0203_SETTING: 66 = SET IN ROCK OUTCROP
 GY0203_SP_SET: ROCK CUT
 GY0203_STAMPING: G 145 1957
 GY0203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0203+STABILITY: POSITION/ELEVATION WELL
 GY0203
 GY0203  HISTORY     - Date     Condition        Report By
 GY0203  HISTORY     - 1957     MONUMENTED       CGS
 GY0203
 GY0203                          STATION DESCRIPTION
 GY0203
 GY0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0203'1.7 MI SE FROM DINGESS.
 GY0203'ABOUT 1.7 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GY0203'AT DINGESS, ABOUT 0.65 MILES NORTHWEST OF JUNCTION OF A ROAD
 GY0203'NORTHEAST, ABOUT 0.3 MILE NORTHEAST OF A 30-FOOT BRIDGE WHICH IS
 GY0203'LOCATED ON A CURVE WITH TANGENTS EXTENDING NORTH AND WEST, SET
 GY0203'VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT, 46 FEET NORTHWEST
 GY0203'OF CENTER LINE OF ROAD, ABOUT 10 FEET SOUTHWEST OF THE HIGHEST
 GY0203'PART OF CUT, 2 FEET ABOVE GROUND AND ABOUT 4 FEET ABOVE LEVEL
 GY0203'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0970 ***********************************************************************
 HY0970  DESIGNATION -  G 146
 HY0970  PID         -  HY0970
 HY0970  STATE/COUNTY-  WV/WAYNE
 HY0970  USGS QUAD   -  PRICHARD (1989)
 HY0970
 HY0970                         *CURRENT SURVEY CONTROL
 HY0970  ___________________________________________________________________
 HY0970* NAD 83(1986)-  38 08 37.     (N)    082 31 59.     (W)     SCALED    
 HY0970* NAVD 88     -       280.946  (meters)     921.74   (feet)  ADJUSTED  
 HY0970  ___________________________________________________________________
 HY0970  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY0970  DYNAMIC HT  -         280.751 (meters)     921.10  (feet)  COMP
 HY0970  MODELED GRAV-     979,925.9   (mgal)                       NAVD 88
 HY0970
 HY0970  VERT ORDER  -  SECOND    CLASS 0
 HY0970
 HY0970.The horizontal coordinates were scaled from a topographic map and have
 HY0970.an estimated accuracy of +/- 6 seconds.
 HY0970
 HY0970.The orthometric height was determined by differential leveling
 HY0970.and adjusted by the National Geodetic Survey in June 1991..
 HY0970
 HY0970.The geoid height was determined by GEOID03.
 HY0970
 HY0970.The dynamic height is computed by dividing the NAVD 88
 HY0970.geopotential number by the normal gravity value computed on the
 HY0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0970.degrees latitude (g = 980.6199 gals.).
 HY0970
 HY0970.The modeled gravity was interpolated from observed gravity values.
 HY0970
 HY0970;                    North         East    Units  Estimated Accuracy
 HY0970;SPC WV S     -   128,040.      465,630.      MT  (+/- 180 meters Scaled)
 HY0970
 HY0970                          SUPERSEDED SURVEY CONTROL
 HY0970
 HY0970  NGVD 29 (??/??/92)  281.163  (m)          922.45   (f) ADJ UNCH    2 0
 HY0970
 HY0970.Superseded values are not recommended for survey control.
 HY0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0970.See file dsdata.txt to determine how the superseded data were derived.
 HY0970
 HY0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC656228(NAD 83)
 HY0970_MARKER: DB = BENCH MARK DISK
 HY0970_SETTING: 66 = SET IN ROCK OUTCROP
 HY0970_SP_SET: ROCK CUT
 HY0970_STAMPING: G 146 1957
 HY0970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0970+STABILITY: POSITION/ELEVATION WELL
 HY0970
 HY0970  HISTORY     - Date     Condition        Report By
 HY0970  HISTORY     - 1957     MONUMENTED       CGS
 HY0970
 HY0970                          STATION DESCRIPTION
 HY0970
 HY0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0970'5.2 MI NE FROM FORT GAY.
 HY0970'ABOUT 5.15 MILES NORTHEAST ALONG STATE HIGHWAY 37 FROM THE SCHOOL
 HY0970'AT FORT GAY, ON THE SOUTHWEST SLOPE OF A LONG CROOKED GRADE, AT
 HY0970'THE SOUTH END OF A CURVE WITH TANGENTS EXTENDING SOUTH AND
 HY0970'NORTHEAST, IN THE TOP OF THE EAST EDGE OF A 40 FOOT LONG AND
 HY0970'2-FOOT HIGH PROJECTION OF ROCK IN A CUT, 23 FEET WEST OF CENTER
 HY0970'LINE OF HIGHWAY, 21 FEET SOUTH OF NORTH END OF ROCK PROJECTION,
 HY0970'DIRECTLY ABOVE A 12-INCH TRIANGLE CHISELED IN EAST FACE OF ROCK,
 HY0970'1/2 FOOT WEST OF EAST EDGE OF ROCK AND ABOUT 3 FEET ABOVE LEVEL
 HY0970'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0672 ***********************************************************************
 HY0672  DESIGNATION -  G 147
 HY0672  PID         -  HY0672
 HY0672  STATE/COUNTY-  WV/WAYNE
 HY0672  USGS QUAD   -  KIAHSVILLE (1975)
 HY0672
 HY0672                         *CURRENT SURVEY CONTROL
 HY0672  ___________________________________________________________________
 HY0672* NAD 83(1986)-  38 07 13.     (N)    082 22 24.     (W)     SCALED    
 HY0672* NAVD 88     -       193.312  (meters)     634.22   (feet)  ADJUSTED  
 HY0672  ___________________________________________________________________
 HY0672  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HY0672  DYNAMIC HT  -         193.174 (meters)     633.77  (feet)  COMP
 HY0672  MODELED GRAV-     979,909.5   (mgal)                       NAVD 88
 HY0672
 HY0672  VERT ORDER  -  SECOND    CLASS 0
 HY0672
 HY0672.The horizontal coordinates were scaled from a topographic map and have
 HY0672.an estimated accuracy of +/- 6 seconds.
 HY0672
 HY0672.The orthometric height was determined by differential leveling
 HY0672.and adjusted by the National Geodetic Survey in June 1991..
 HY0672
 HY0672.The geoid height was determined by GEOID03.
 HY0672
 HY0672.The dynamic height is computed by dividing the NAVD 88
 HY0672.geopotential number by the normal gravity value computed on the
 HY0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0672.degrees latitude (g = 980.6199 gals.).
 HY0672
 HY0672.The modeled gravity was interpolated from observed gravity values.
 HY0672
 HY0672;                    North         East    Units  Estimated Accuracy
 HY0672;SPC WV S     -   125,230.      479,590.      MT  (+/- 180 meters Scaled)
 HY0672
 HY0672                          SUPERSEDED SURVEY CONTROL
 HY0672
 HY0672  NGVD 29 (??/??/92)  193.524  (m)          634.92   (f) ADJ UNCH    2 0
 HY0672
 HY0672.Superseded values are not recommended for survey control.
 HY0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0672.See file dsdata.txt to determine how the superseded data were derived.
 HY0672
 HY0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC796200(NAD 83)
 HY0672_MARKER: DB = BENCH MARK DISK
 HY0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0672_SP_SET: CULVERT
 HY0672_STAMPING: G 147 1957
 HY0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0672
 HY0672  HISTORY     - Date     Condition        Report By
 HY0672  HISTORY     - 1957     MONUMENTED       CGS
 HY0672
 HY0672                          STATION DESCRIPTION
 HY0672
 HY0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0672'1.2 MI SE FROM STILTNER.
 HY0672'ABOUT 1.15 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE
 HY0672'BRIDGE OVER EAST FORK OF TWELVEPOLE CREEK, ABOUT 207 YARDS
 HY0672'SOUTHEAST OF A DRIVE NORTHEAST TO 1 1/2-STORY HOUSE (NO. 3634)
 HY0672'WITH ASBESTOS SIDING, ABOUT 179 YARDS SOUTHEAST OF A DIM TRAIL
 HY0672'THAT LEADS SOUTHWEST TO A FOOTBRIDGE, SET IN THE TOP OF THE
 HY0672'SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A 6-FOOT CONCRETE
 HY0672'AND STONE CULVERT, 24 FEET NORTHEAST OF CENTER LINE OF HIGHWAY
 HY0672'AND ABOUT 8 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0520 ***********************************************************************
 HY0520  DESIGNATION -  G 148
 HY0520  PID         -  HY0520
 HY0520  STATE/COUNTY-  WV/LINCOLN
 HY0520  USGS QUAD   -  BRANCHLAND (1987)
 HY0520
 HY0520                         *CURRENT SURVEY CONTROL
 HY0520  ___________________________________________________________________
 HY0520* NAD 83(1986)-  38 13 58.     (N)    082 12 12.     (W)     SCALED    
 HY0520* NAVD 88     -       182.511  (meters)     598.79   (feet)  ADJUSTED  
 HY0520  ___________________________________________________________________
 HY0520  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HY0520  DYNAMIC HT  -         182.382 (meters)     598.36  (feet)  COMP
 HY0520  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 HY0520
 HY0520  VERT ORDER  -  SECOND    CLASS 0
 HY0520
 HY0520.The horizontal coordinates were scaled from a topographic map and have
 HY0520.an estimated accuracy of +/- 6 seconds.
 HY0520
 HY0520.The orthometric height was determined by differential leveling
 HY0520.and adjusted by the National Geodetic Survey in June 1991..
 HY0520
 HY0520.The geoid height was determined by GEOID03.
 HY0520
 HY0520.The dynamic height is computed by dividing the NAVD 88
 HY0520.geopotential number by the normal gravity value computed on the
 HY0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0520.degrees latitude (g = 980.6199 gals.).
 HY0520
 HY0520.The modeled gravity was interpolated from observed gravity values.
 HY0520
 HY0520;                    North         East    Units  Estimated Accuracy
 HY0520;SPC WV S     -   137,510.      494,650.      MT  (+/- 180 meters Scaled)
 HY0520
 HY0520                          SUPERSEDED SURVEY CONTROL
 HY0520
 HY0520  NGVD 29 (??/??/92)  182.712  (m)          599.45   (f) ADJ UNCH    2 0
 HY0520
 HY0520.Superseded values are not recommended for survey control.
 HY0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0520.See file dsdata.txt to determine how the superseded data were derived.
 HY0520
 HY0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC946323(NAD 83)
 HY0520_MARKER: DB = BENCH MARK DISK
 HY0520_SETTING: 66 = SET IN ROCK OUTCROP
 HY0520_SP_SET: ROCK CUT
 HY0520_STAMPING: G 148 1957
 HY0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0520+STABILITY: POSITION/ELEVATION WELL
 HY0520
 HY0520  HISTORY     - Date     Condition        Report By
 HY0520  HISTORY     - 1957     MONUMENTED       CGS
 HY0520
 HY0520                          STATION DESCRIPTION
 HY0520
 HY0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0520'0.8 MI N FROM BRANCHLAND.
 HY0520'ABOUT 0.75 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0520'FROM THE STATION AT BRANCHLAND, 0.3 MILE NORTH OF MILEPOST 22,
 HY0520'46 FEET EAST OF THE EAST RAIL ACROSS ROAD PARALLELING THE
 HY0520'TRACK, 22 FEET EAST OF THE CENTER LINE OF THE ROAD PARALLEL TO
 HY0520'THE TRACK, 30 FEET SOUTH OF TELEPHONE POLE WITH A BRACE, 6 1/2
 HY0520'FEET EAST OF FENCE LINE, SET IN THE TOP OF A FLAT ROCK THAT IS
 HY0520'ABOUT 7 FEET LONG AND 2 FEET WIDE IN A HOLE CUT BACK IN A HIGH
 HY0520'BANK EAST OF THE TRACK (HOLE IS ABOUT 30 FEET LONG AND 15 FEET
 HY0520'WIDE), ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0721 ***********************************************************************
 HY0721  DESIGNATION -  G 149
 HY0721  PID         -  HY0721
 HY0721  STATE/COUNTY-  WV/WAYNE
 HY0721  USGS QUAD   -  RADNOR (1989)
 HY0721
 HY0721                         *CURRENT SURVEY CONTROL
 HY0721  ___________________________________________________________________
 HY0721* NAD 83(1986)-  38 06 36.     (N)    082 27 52.     (W)     SCALED    
 HY0721* NAVD 88     -       199.067  (meters)     653.11   (feet)  ADJUSTED  
 HY0721  ___________________________________________________________________
 HY0721  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HY0721  DYNAMIC HT  -         198.926 (meters)     652.64  (feet)  COMP
 HY0721  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 HY0721
 HY0721  VERT ORDER  -  SECOND    CLASS 0
 HY0721
 HY0721.The horizontal coordinates were scaled from a topographic map and have
 HY0721.an estimated accuracy of +/- 6 seconds.
 HY0721
 HY0721.The orthometric height was determined by differential leveling
 HY0721.and adjusted by the National Geodetic Survey in June 1991..
 HY0721
 HY0721.The geoid height was determined by GEOID03.
 HY0721
 HY0721.The dynamic height is computed by dividing the NAVD 88
 HY0721.geopotential number by the normal gravity value computed on the
 HY0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0721.degrees latitude (g = 980.6199 gals.).
 HY0721
 HY0721.The modeled gravity was interpolated from observed gravity values.
 HY0721
 HY0721;                    North         East    Units  Estimated Accuracy
 HY0721;SPC WV S     -   124,210.      471,580.      MT  (+/- 180 meters Scaled)
 HY0721
 HY0721                          SUPERSEDED SURVEY CONTROL
 HY0721
 HY0721  NGVD 29 (??/??/92)  199.281  (m)          653.81   (f) ADJ UNCH    2 0
 HY0721
 HY0721.Superseded values are not recommended for survey control.
 HY0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0721.See file dsdata.txt to determine how the superseded data were derived.
 HY0721
 HY0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC716190(NAD 83)
 HY0721_MARKER: DB = BENCH MARK DISK
 HY0721_SETTING: 66 = SET IN ROCK OUTCROP
 HY0721_SP_SET: ROCK CUT
 HY0721_STAMPING: G 149 1957
 HY0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0721+STABILITY: POSITION/ELEVATION WELL
 HY0721
 HY0721  HISTORY     - Date     Condition        Report By
 HY0721  HISTORY     - 1957     MONUMENTED       CGS
 HY0721
 HY0721                          STATION DESCRIPTION
 HY0721
 HY0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0721'1.7 MI S FROM GENOA.
 HY0721'ABOUT 1.7 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0721'GENOA, 1.05 MILES SOUTH OF A 30-FOOT BRIDGE OVER DRIFT BRANCH,
 HY0721'0.65 MILE NORTH OF A 30-FOOT BRIDGE OVER BILLY BRANCH, SET
 HY0721'VERTICALLY IN THE WEST FACE OF A LONG ROCK CUT, 22 FEET EAST
 HY0721'OF CENTER LINE OF HIGHWAY, 51 FEET NORTH OF SOUTH END OF ROCK
 HY0721'PART OF CUT, 2 1/2 FEET ABOVE GROUND AND ABOUT 2 FEET ABOVE LEVEL
 HY0721'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0030 ***********************************************************************
 HX0030  DESIGNATION -  G 15
 HX0030  PID         -  HX0030
 HX0030  STATE/COUNTY-  WV/RANDOLPH
 HX0030  USGS QUAD   -  SAMP (1995)
 HX0030
 HX0030                         *CURRENT SURVEY CONTROL
 HX0030  ___________________________________________________________________
 HX0030* NAD 83(1986)-  38 33 39.     (N)    080 09 25.     (W)     SCALED    
 HX0030* NAVD 88     -      1176.230  (meters)    3859.01   (feet)  ADJUSTED  
 HX0030  ___________________________________________________________________
 HX0030  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HX0030  DYNAMIC HT  -        1175.238 (meters)    3855.76  (feet)  COMP
 HX0030  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 HX0030
 HX0030  VERT ORDER  -  SECOND    CLASS 0
 HX0030
 HX0030.The horizontal coordinates were scaled from a topographic map and have
 HX0030.an estimated accuracy of +/- 6 seconds.
 HX0030
 HX0030.The orthometric height was determined by differential leveling
 HX0030.and adjusted by the National Geodetic Survey in June 1991..
 HX0030
 HX0030.The geoid height was determined by GEOID03.
 HX0030
 HX0030.The dynamic height is computed by dividing the NAVD 88
 HX0030.geopotential number by the normal gravity value computed on the
 HX0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0030.degrees latitude (g = 980.6199 gals.).
 HX0030
 HX0030.The modeled gravity was interpolated from observed gravity values.
 HX0030
 HX0030;                    North         East    Units  Estimated Accuracy
 HX0030;SPC WV S     -   173,570.      673,480.      MT  (+/- 180 meters Scaled)
 HX0030
 HX0030                          SUPERSEDED SURVEY CONTROL
 HX0030
 HX0030  NGVD 29 (??/??/92) 1176.318  (m)         3859.30   (f) ADJ UNCH    2 0
 HX0030
 HX0030.Superseded values are not recommended for survey control.
 HX0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0030.See file dsdata.txt to determine how the superseded data were derived.
 HX0030
 HX0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC734683(NAD 83)
 HX0030_MARKER: DB = BENCH MARK DISK
 HX0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0030_STAMPING: G 15 1934
 HX0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0030+STABILITY: SURFACE MOTION
 HX0030
 HX0030  HISTORY     - Date     Condition        Report By
 HX0030  HISTORY     - 1934     MONUMENTED       CGS
 HX0030  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0030
 HX0030                          STATION DESCRIPTION
 HX0030
 HX0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0030'9 MI W FROM VALLEY HEAD.
 HX0030'9.0 MILES WEST ALONG STATE HIGHWAY 15 FROM VALLEY HEAD, 200 YARDS
 HX0030'EAST OF AN ELEVATION MARKER ON POINT MOUNTAIN, ABOUT 200 YARDS
 HX0030'SOUTH OF A WHITE FARMHOUSE, 12 YARDS SOUTH OF THE CENTERLINE OF
 HX0030'THE HIGHWAY, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 HX0030'DISK, STAMPED G 15 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0695 ***********************************************************************
 HY0695  DESIGNATION -  G 150
 HY0695  PID         -  HY0695
 HY0695  STATE/COUNTY-  WV/LINCOLN
 HY0695  USGS QUAD   -  BRANCHLAND (1987)
 HY0695
 HY0695                         *CURRENT SURVEY CONTROL
 HY0695  ___________________________________________________________________
 HY0695* NAD 83(1986)-  38 12 13.     (N)    082 13 25.     (W)     SCALED    
 HY0695* NAVD 88     -       178.306  (meters)     584.99   (feet)  ADJUSTED  
 HY0695  ___________________________________________________________________
 HY0695  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY0695  DYNAMIC HT  -         178.179 (meters)     584.58  (feet)  COMP
 HY0695  MODELED GRAV-     979,913.1   (mgal)                       NAVD 88
 HY0695
 HY0695  VERT ORDER  -  SECOND    CLASS 0
 HY0695
 HY0695.The horizontal coordinates were scaled from a topographic map and have
 HY0695.an estimated accuracy of +/- 6 seconds.
 HY0695
 HY0695.The orthometric height was determined by differential leveling
 HY0695.and adjusted by the National Geodetic Survey in June 1991..
 HY0695
 HY0695.The geoid height was determined by GEOID03.
 HY0695
 HY0695.The dynamic height is computed by dividing the NAVD 88
 HY0695.geopotential number by the normal gravity value computed on the
 HY0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0695.degrees latitude (g = 980.6199 gals.).
 HY0695
 HY0695.The modeled gravity was interpolated from observed gravity values.
 HY0695
 HY0695;                    North         East    Units  Estimated Accuracy
 HY0695;SPC WV S     -   134,290.      492,840.      MT  (+/- 180 meters Scaled)
 HY0695
 HY0695                          SUPERSEDED SURVEY CONTROL
 HY0695
 HY0695  NGVD 29 (??/??/92)  178.511  (m)          585.66   (f) ADJ UNCH    2 0
 HY0695
 HY0695.Superseded values are not recommended for survey control.
 HY0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0695.See file dsdata.txt to determine how the superseded data were derived.
 HY0695
 HY0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC928291(NAD 83)
 HY0695_MARKER: DB = BENCH MARK DISK
 HY0695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0695_SP_SET: ABUTMENT
 HY0695_STAMPING: G 150 1957
 HY0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0695
 HY0695  HISTORY     - Date     Condition        Report By
 HY0695  HISTORY     - 1957     MONUMENTED       CGS
 HY0695
 HY0695                          STATION DESCRIPTION
 HY0695
 HY0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0695'2.4 MI SW FROM BRANCHLAND.
 HY0695'ABOUT 2.35 MILES SOUTHWEST ALONG A BLACK-TOP ROAD FROM THE GRADE
 HY0695'SCHOOL AT BRANCHLAND, NEAR THE NORTH CORNER OF A SMALL CEMETERY,
 HY0695'IN THE TOP OF THE NORTHWEST END OF NORTHEAST ABUTMENT OF A
 HY0695'45-FOOT BRIDGE OVER FOURMILE CREEK, 12 FEET NORTHWEST OF CENTER
 HY0695'LINE OF ROAD AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2184 ***********************************************************************
 HX2184  DESIGNATION -  G 151
 HX2184  PID         -  HX2184
 HX2184  STATE/COUNTY-  WV/LINCOLN
 HX2184  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2184
 HX2184                         *CURRENT SURVEY CONTROL
 HX2184  ___________________________________________________________________
 HX2184* NAD 83(1986)-  38 09 50.     (N)    081 55 01.     (W)     SCALED    
 HX2184* NAVD 88     -       221.022  (meters)     725.14   (feet)  ADJUSTED  
 HX2184  ___________________________________________________________________
 HX2184  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HX2184  DYNAMIC HT  -         220.863 (meters)     724.61  (feet)  COMP
 HX2184  MODELED GRAV-     979,907.1   (mgal)                       NAVD 88
 HX2184
 HX2184  VERT ORDER  -  SECOND    CLASS 0
 HX2184
 HX2184.The horizontal coordinates were scaled from a topographic map and have
 HX2184.an estimated accuracy of +/- 6 seconds.
 HX2184
 HX2184.The orthometric height was determined by differential leveling
 HX2184.and adjusted by the National Geodetic Survey in June 1991..
 HX2184
 HX2184.The geoid height was determined by GEOID03.
 HX2184
 HX2184.The dynamic height is computed by dividing the NAVD 88
 HX2184.geopotential number by the normal gravity value computed on the
 HX2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2184.degrees latitude (g = 980.6199 gals.).
 HX2184
 HX2184.The modeled gravity was interpolated from observed gravity values.
 HX2184
 HX2184;                    North         East    Units  Estimated Accuracy
 HX2184;SPC WV S     -   129,580.      519,650.      MT  (+/- 180 meters Scaled)
 HX2184
 HX2184                          SUPERSEDED SURVEY CONTROL
 HX2184
 HX2184  NGVD 29 (??/??/92)  221.232  (m)          725.83   (f) ADJ UNCH    2 0
 HX2184
 HX2184.Superseded values are not recommended for survey control.
 HX2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2184.See file dsdata.txt to determine how the superseded data were derived.
 HX2184
 HX2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC196243(NAD 83)
 HX2184_MARKER: DB = BENCH MARK DISK
 HX2184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2184_SP_SET: ABUTMENT
 HX2184_STAMPING: G 151 1957
 HX2184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2184
 HX2184  HISTORY     - Date     Condition        Report By
 HX2184  HISTORY     - 1957     MONUMENTED       CGS
 HX2184
 HX2184                          STATION DESCRIPTION
 HX2184
 HX2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2184'4.4 MI W FROM JULIAN.
 HX2184'ABOUT 4.4 MILES WEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 HX2184'AT JULIAN, 0.85 MILE WEST OF THE WOODVILLE GRADE SCHOOL, 18
 HX2184'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.2 FEET NORTH OF THE
 HX2184'CONCRETE BANISTER, SET IN THE TOP OF THE NORTH END OF THE EAST
 HX2184'ABUTMENT OF 18 FOOT CONCRETE BRIDGE ACROSS BRUSHY FORK, AND ABOUT
 HX2184'1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0608 ***********************************************************************
 HY0608  DESIGNATION -  G 152
 HY0608  PID         -  HY0608
 HY0608  STATE/COUNTY-  WV/LINCOLN
 HY0608  USGS QUAD   -  HAGER (1962)
 HY0608
 HY0608                         *CURRENT SURVEY CONTROL
 HY0608  ___________________________________________________________________
 HY0608* NAD 83(1986)-  38 12 34.     (N)    082 06 18.     (W)     SCALED    
 HY0608* NAVD 88     -       207.058  (meters)     679.32   (feet)  ADJUSTED  
 HY0608  ___________________________________________________________________
 HY0608  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HY0608  DYNAMIC HT  -         206.911 (meters)     678.84  (feet)  COMP
 HY0608  MODELED GRAV-     979,914.4   (mgal)                       NAVD 88
 HY0608
 HY0608  VERT ORDER  -  SECOND    CLASS 0
 HY0608
 HY0608.The horizontal coordinates were scaled from a topographic map and have
 HY0608.an estimated accuracy of +/- 6 seconds.
 HY0608
 HY0608.The orthometric height was determined by differential leveling
 HY0608.and adjusted by the National Geodetic Survey in June 1991..
 HY0608
 HY0608.The geoid height was determined by GEOID03.
 HY0608
 HY0608.The dynamic height is computed by dividing the NAVD 88
 HY0608.geopotential number by the normal gravity value computed on the
 HY0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0608.degrees latitude (g = 980.6199 gals.).
 HY0608
 HY0608.The modeled gravity was interpolated from observed gravity values.
 HY0608
 HY0608;                    North         East    Units  Estimated Accuracy
 HY0608;SPC WV S     -   134,810.      503,230.      MT  (+/- 180 meters Scaled)
 HY0608
 HY0608                          SUPERSEDED SURVEY CONTROL
 HY0608
 HY0608  NGVD 29 (??/??/92)  207.265  (m)          680.00   (f) ADJ UNCH    2 0
 HY0608
 HY0608.Superseded values are not recommended for survey control.
 HY0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0608.See file dsdata.txt to determine how the superseded data were derived.
 HY0608
 HY0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC032296(NAD 83)
 HY0608_MARKER: DB = BENCH MARK DISK
 HY0608_SETTING: 80 = SET IN A BOULDER
 HY0608_SP_SET: BOULDER
 HY0608_STAMPING: G 152 1957
 HY0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0608+STABILITY: SURFACE MOTION
 HY0608
 HY0608  HISTORY     - Date     Condition        Report By
 HY0608  HISTORY     - 1957     MONUMENTED       CGS
 HY0608
 HY0608                          STATION DESCRIPTION
 HY0608
 HY0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0608'1.4 MI S FROM MYRA.
 HY0608'ABOUT 1.4 MILE SOUTH ALONG BLACKTOP ROAD FROM THE POST OFFICE AT
 HY0608'MYRA, 0.95 MILE NORTH OF A SMALL BRIDGE OVER LAUREL CREEK, 124
 HY0608'YARDS NORTHWEST OF 4-FOOT CONCRETE AND STONE CULVERT FOR A CREEK
 HY0608'BRANCH, 158 YARDS SOUTHEAST OF 6-FOOT CONCRETE CULVERT FOR A
 HY0608'CREEK BRANCH, 28 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HY0608'SET VERTICALLY IN THE SOUTHWEST FACE OF A 6-FOOT HIGH AND 20-FEET
 HY0608'LONG BOULDER, ABOUT 1/2 FOOT ABOVE THE BOTTOM EDGE OF THE BOULDER
 HY0608'AND 5 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0544 ***********************************************************************
 HY0544  DESIGNATION -  G 153
 HY0544  PID         -  HY0544
 HY0544  STATE/COUNTY-  WV/LINCOLN
 HY0544  USGS QUAD   -  HAGER (1962)
 HY0544
 HY0544                         *CURRENT SURVEY CONTROL
 HY0544  ___________________________________________________________________
 HY0544* NAD 83(1986)-  38 07 53.     (N)    082 01 52.     (W)     SCALED    
 HY0544* NAVD 88     -       228.876  (meters)     750.90   (feet)  ADJUSTED  
 HY0544  ___________________________________________________________________
 HY0544  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY0544  DYNAMIC HT  -         228.712 (meters)     750.37  (feet)  COMP
 HY0544  MODELED GRAV-     979,904.7   (mgal)                       NAVD 88
 HY0544
 HY0544  VERT ORDER  -  SECOND    CLASS 0
 HY0544
 HY0544.The horizontal coordinates were scaled from a topographic map and have
 HY0544.an estimated accuracy of +/- 6 seconds.
 HY0544
 HY0544.The orthometric height was determined by differential leveling
 HY0544.and adjusted by the National Geodetic Survey in June 1991..
 HY0544
 HY0544.The geoid height was determined by GEOID03.
 HY0544
 HY0544.The dynamic height is computed by dividing the NAVD 88
 HY0544.geopotential number by the normal gravity value computed on the
 HY0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0544.degrees latitude (g = 980.6199 gals.).
 HY0544
 HY0544.The modeled gravity was interpolated from observed gravity values.
 HY0544
 HY0544;                    North         East    Units  Estimated Accuracy
 HY0544;SPC WV S     -   126,070.      509,610.      MT  (+/- 180 meters Scaled)
 HY0544
 HY0544                          SUPERSEDED SURVEY CONTROL
 HY0544
 HY0544  NGVD 29 (??/??/92)  229.087  (m)          751.60   (f) ADJ UNCH    2 0
 HY0544
 HY0544.Superseded values are not recommended for survey control.
 HY0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0544.See file dsdata.txt to determine how the superseded data were derived.
 HY0544
 HY0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC096208(NAD 83)
 HY0544_MARKER: DB = BENCH MARK DISK
 HY0544_SETTING: 66 = SET IN ROCK OUTCROP
 HY0544_SP_SET: ROCK CUT
 HY0544_STAMPING: G 153 1957
 HY0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0544+STABILITY: POSITION/ELEVATION WELL
 HY0544
 HY0544  HISTORY     - Date     Condition        Report By
 HY0544  HISTORY     - 1957     MONUMENTED       CGS
 HY0544
 HY0544                          STATION DESCRIPTION
 HY0544
 HY0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0544'1.2 MI SE FROM SPURLOCKVILLE.
 HY0544'ABOUT 1.25 MILE SOUTHEAST ALONG GRAVEL ROAD FROM THE SCHOOL AT
 HY0544'SPURLOCKVILLE, 0.15 MILE NORTHWEST OF A STORE, 15 YARDS NORTH
 HY0544'OF THE SOUTH END OF A CUT, 19 FEET WEST OF THE CENTER LINE OF THE
 HY0544'ROAD AT A CURVE WITH TANGENTS TO THE SOUTH AND EAST, SET
 HY0544'VERTICALLY IN THE EAST FACE OF A 5-FOOT LAYER OF ROCK IN 15-FOOT
 HY0544'HIGH CUT, ABOUT 1 1/2 FEET ABOVE THE GROUND AND 4 FEET ABOVE
 HY0544'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0542 ***********************************************************************
 HY0542  DESIGNATION -  G 154
 HY0542  PID         -  HY0542
 HY0542  STATE/COUNTY-  WV/LINCOLN
 HY0542  USGS QUAD   -  HAGER (1962)
 HY0542
 HY0542                         *CURRENT SURVEY CONTROL
 HY0542  ___________________________________________________________________
 HY0542* NAD 83(1986)-  38 08 00.     (N)    082 03 02.     (W)     SCALED    
 HY0542* NAVD 88     -       225.167  (meters)     738.74   (feet)  ADJUSTED  
 HY0542  ___________________________________________________________________
 HY0542  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HY0542  DYNAMIC HT  -         225.005 (meters)     738.20  (feet)  COMP
 HY0542  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 HY0542
 HY0542  VERT ORDER  -  SECOND    CLASS 0
 HY0542
 HY0542.The horizontal coordinates were scaled from a topographic map and have
 HY0542.an estimated accuracy of +/- 6 seconds.
 HY0542
 HY0542.The orthometric height was determined by differential leveling
 HY0542.and adjusted by the National Geodetic Survey in June 1991..
 HY0542
 HY0542.The geoid height was determined by GEOID03.
 HY0542
 HY0542.The dynamic height is computed by dividing the NAVD 88
 HY0542.geopotential number by the normal gravity value computed on the
 HY0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0542.degrees latitude (g = 980.6199 gals.).
 HY0542
 HY0542.The modeled gravity was interpolated from observed gravity values.
 HY0542
 HY0542;                    North         East    Units  Estimated Accuracy
 HY0542;SPC WV S     -   126,310.      507,900.      MT  (+/- 180 meters Scaled)
 HY0542
 HY0542                          SUPERSEDED SURVEY CONTROL
 HY0542
 HY0542  NGVD 29 (??/??/92)  225.377  (m)          739.42   (f) ADJ UNCH    2 0
 HY0542
 HY0542.Superseded values are not recommended for survey control.
 HY0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0542.See file dsdata.txt to determine how the superseded data were derived.
 HY0542
 HY0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC079211(NAD 83)
 HY0542_MARKER: DB = BENCH MARK DISK
 HY0542_SETTING: 66 = SET IN ROCK OUTCROP
 HY0542_SP_SET: BEDROCK
 HY0542_STAMPING: G 154 1957
 HY0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0542+STABILITY: POSITION/ELEVATION WELL
 HY0542
 HY0542  HISTORY     - Date     Condition        Report By
 HY0542  HISTORY     - 1957     MONUMENTED       CGS
 HY0542
 HY0542                          STATION DESCRIPTION
 HY0542
 HY0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0542'1 MI SW FROM SPURLOCKVILLE.
 HY0542'ABOUT 0.2 MILE SOUTHEAST ALONG GRAVEL ROAD FROM THE SCHOOL AT
 HY0542'SPURLOCKVILLE, THENCE 0.75 MILE SOUTHWEST ALONG DIRT ROAD, ABOUT
 HY0542'50 FEET WEST OF THE JUNCTION OF LAUREL FORK AND UPTON BRANCH, 50
 HY0542'FEET NORTHWEST AND ACROSS LAUREL FORK FROM THE CENTER LINE OF
 HY0542'UPTON BRANCH, 22 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD
 HY0542'AND THE CREEK BED OF LAUREL FORK, SET IN THE TOP OF A 9-FOOT BY
 HY0542'4-FOOT IMBEDDED ROCK, 1 1/2 FEET WEST OF THE EAST CORNER OF THE
 HY0542'ROCK, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0765 ***********************************************************************
 HY0765  DESIGNATION -  G 155
 HY0765  PID         -  HY0765
 HY0765  STATE/COUNTY-  WV/LINCOLN
 HY0765  USGS QUAD   -  RANGER (1976)
 HY0765
 HY0765                         *CURRENT SURVEY CONTROL
 HY0765  ___________________________________________________________________
 HY0765* NAD 83(1986)-  38 00 18.     (N)    082 08 12.     (W)     SCALED    
 HY0765* NAVD 88     -       197.013  (meters)     646.37   (feet)  ADJUSTED  
 HY0765  ___________________________________________________________________
 HY0765  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HY0765  DYNAMIC HT  -         196.870 (meters)     645.90  (feet)  COMP
 HY0765  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 HY0765
 HY0765  VERT ORDER  -  SECOND    CLASS 0
 HY0765
 HY0765.The horizontal coordinates were scaled from a topographic map and have
 HY0765.an estimated accuracy of +/- 6 seconds.
 HY0765
 HY0765.The orthometric height was determined by differential leveling
 HY0765.and adjusted by the National Geodetic Survey in June 1991..
 HY0765
 HY0765.The geoid height was determined by GEOID03.
 HY0765
 HY0765.The dynamic height is computed by dividing the NAVD 88
 HY0765.geopotential number by the normal gravity value computed on the
 HY0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0765.degrees latitude (g = 980.6199 gals.).
 HY0765
 HY0765.The modeled gravity was interpolated from observed gravity values.
 HY0765
 HY0765;                    North         East    Units  Estimated Accuracy
 HY0765;SPC WV S     -   112,160.      500,180.      MT  (+/- 180 meters Scaled)
 HY0765
 HY0765                          SUPERSEDED SURVEY CONTROL
 HY0765
 HY0765  NGVD 29 (??/??/92)  197.228  (m)          647.07   (f) ADJ UNCH    2 0
 HY0765
 HY0765.Superseded values are not recommended for survey control.
 HY0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0765.See file dsdata.txt to determine how the superseded data were derived.
 HY0765
 HY0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC002069(NAD 83)
 HY0765_MARKER: DB = BENCH MARK DISK
 HY0765_SETTING: 66 = SET IN ROCK OUTCROP
 HY0765_SP_SET: ROCK CUT
 HY0765_STAMPING: G 155 1957
 HY0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0765+STABILITY: POSITION/ELEVATION WELL
 HY0765
 HY0765  HISTORY     - Date     Condition        Report By
 HY0765  HISTORY     - 1957     MONUMENTED       CGS
 HY0765
 HY0765                          STATION DESCRIPTION
 HY0765
 HY0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0765'1.7 MI S FROM HART.
 HY0765'ABOUT 1.7 MILES SOUTH ALONG HART CREEK ROAD FROM THE HIGH SCHOOL
 HY0765'AT HART, ABOUT 1.1 MILES NORTH OF THOMPSON SCHOOL, SET VERTICALLY
 HY0765'IN THE SOUTHEAST FACE OF A LAYER OF ROCK AT THE BOTTOM OF A
 HY0765'CUT ABOUT 8 FEET HIGH, 18 FEET NORTHWEST OF CENTER LINE OF BLACK
 HY0765'TOP ROAD, 16 YARDS SOUTHWEST OF NORTHWEST END OF ROCKY PART
 HY0765'OF CUT, 56 FEET SOUTHWEST OF NORTHWEST END OF A 15-INCH PIPE
 HY0765'CULVERT UNDER ROAD, ABOUT 8 FEET WEST OF THE EXTENDED WEST FACE
 HY0765'OF A HOUSE WHICH IS ON TOP OF CUT AND ABOUT 2 FEET ABOVE LEVEL
 HY0765'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0389 ***********************************************************************
 GY0389  DESIGNATION -  G 156
 GY0389  PID         -  GY0389
 GY0389  STATE/COUNTY-  WV/LOGAN
 GY0389  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0389
 GY0389                         *CURRENT SURVEY CONTROL
 GY0389  ___________________________________________________________________
 GY0389* NAD 83(1986)-  37 58 34.     (N)    082 01 30.     (W)     SCALED    
 GY0389* NAVD 88     -       198.203  (meters)     650.27   (feet)  ADJUSTED  
 GY0389  ___________________________________________________________________
 GY0389  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GY0389  DYNAMIC HT  -         198.059 (meters)     649.80  (feet)  COMP
 GY0389  MODELED GRAV-     979,900.0   (mgal)                       NAVD 88
 GY0389
 GY0389  VERT ORDER  -  SECOND    CLASS 0
 GY0389
 GY0389.The horizontal coordinates were scaled from a topographic map and have
 GY0389.an estimated accuracy of +/- 6 seconds.
 GY0389
 GY0389.The orthometric height was determined by differential leveling
 GY0389.and adjusted by the National Geodetic Survey in June 1991..
 GY0389
 GY0389.The geoid height was determined by GEOID03.
 GY0389
 GY0389.The dynamic height is computed by dividing the NAVD 88
 GY0389.geopotential number by the normal gravity value computed on the
 GY0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0389.degrees latitude (g = 980.6199 gals.).
 GY0389
 GY0389.The modeled gravity was interpolated from observed gravity values.
 GY0389
 GY0389;                    North         East    Units  Estimated Accuracy
 GY0389;SPC WV S     -   108,840.      509,950.      MT  (+/- 180 meters Scaled)
 GY0389
 GY0389                          SUPERSEDED SURVEY CONTROL
 GY0389
 GY0389  NGVD 29 (??/??/92)  198.414  (m)          650.96   (f) ADJ UNCH    2 0
 GY0389
 GY0389.Superseded values are not recommended for survey control.
 GY0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0389.See file dsdata.txt to determine how the superseded data were derived.
 GY0389
 GY0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC099036(NAD 83)
 GY0389_MARKER: DB = BENCH MARK DISK
 GY0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0389_SP_SET: CULVERT
 GY0389_STAMPING: G 156 1957
 GY0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0389
 GY0389  HISTORY     - Date     Condition        Report By
 GY0389  HISTORY     - 1957     MONUMENTED       CGS
 GY0389
 GY0389                          STATION DESCRIPTION
 GY0389
 GY0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0389'0.4 MI W FROM CHAPMANVILLE.
 GY0389'ABOUT 0.4 MILE WEST ALONG A BLACK TOP ROAD FROM THE HIGH SCHOOL
 GY0389'AT CHAPMANVILLE, ABOUT 30 YARDS NORTHEAST OF ENTRANCE DRIVE TO
 GY0389'A PRIVATE LAKE, ABOUT 55 YARDS NORTHEAST OF ENTRANCE DRIVE TO A
 GY0389'DRIVE-IN THEATRE, IN THE TOP OF THE NORTHEAST END OF NORTHWEST
 GY0389'CONCRETE HEAD WALL OF A 5-FOOT CONCRETE AND STONE CULVERT, 15
 GY0389'FEET NORTHWEST OF CENTER LINE OF ROAD AND ABOUT 1 1/2 FEET
 GY0389'BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2084 ***********************************************************************
 HX2084  DESIGNATION -  G 157
 HX2084  PID         -  HX2084
 HX2084  STATE/COUNTY-  WV/BOONE
 HX2084  USGS QUAD   -  MADISON (1976)
 HX2084
 HX2084                         *CURRENT SURVEY CONTROL
 HX2084  ___________________________________________________________________
 HX2084* NAD 83(1995)-  38 01 50.61666(N)    081 50 09.15479(W)     ADJUSTED  
 HX2084* NAVD 88     -       224.312  (meters)     735.93   (feet)  ADJUSTED  
 HX2084  ___________________________________________________________________
 HX2084  X           -     714,374.192 (meters)                     COMP
 HX2084  Y           -  -4,979,497.933 (meters)                     COMP
 HX2084  Z           -   3,908,249.299 (meters)                     COMP
 HX2084  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 HX2084  ELLIP HEIGHT-         192.05  (meters)          (04/23/01) GPS OBS
 HX2084  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HX2084  DYNAMIC HT  -         224.149 (meters)     735.40  (feet)  COMP
 HX2084  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 HX2084
 HX2084  HORZ ORDER  -  FIRST
 HX2084  VERT ORDER  -  SECOND    CLASS 0
 HX2084  ELLP ORDER  -  FOURTH    CLASS I
 HX2084
 HX2084.The horizontal coordinates were established by GPS observations
 HX2084.and adjusted by the National Geodetic Survey in April 2001..
 HX2084
 HX2084.The orthometric height was determined by differential leveling
 HX2084.and adjusted by the National Geodetic Survey in June 1991..
 HX2084
 HX2084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX2084
 HX2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2084
 HX2084.The ellipsoidal height was determined by GPS observations
 HX2084.and is referenced to NAD 83.
 HX2084
 HX2084.The geoid height was determined by GEOID03.
 HX2084
 HX2084.The dynamic height is computed by dividing the NAVD 88
 HX2084.geopotential number by the normal gravity value computed on the
 HX2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2084.degrees latitude (g = 980.6199 gals.).
 HX2084
 HX2084.The modeled gravity was interpolated from observed gravity values.
 HX2084
 HX2084;                    North         East     Units Scale Factor Converg.
 HX2084;SPC WV S     -   114,729.290   526,619.754   MT  0.99992926   -0 31 00.2
 HX2084;UTM  17      - 4,209,553.917   426,642.289   MT  0.99966628   -0 30 54.0
 HX2084
 HX2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2084!SPC WV S     -   0.99996987  x   0.99992926  =   0.99989913
 HX2084!UTM  17      -   0.99996987  x   0.99966628  =   0.99963616
 HX2084
 HX2084                          SUPERSEDED SURVEY CONTROL
 HX2084
 HX2084  NAVD 88 (04/23/01)  224.31   (m)          735.9    (f) LEVELING    3  
 HX2084  NGVD 29 (??/??/92)  224.518  (m)          736.61   (f) ADJ UNCH    2 0
 HX2084
 HX2084.Superseded values are not recommended for survey control.
 HX2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2084.See file dsdata.txt to determine how the superseded data were derived.
 HX2084
 HX2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2664209554(NAD 83)
 HX2084_MARKER: DB = BENCH MARK DISK
 HX2084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2084_SP_SET: ABUTMENT
 HX2084_STAMPING: G 157 1957
 HX2084_MARK LOGO: CGS   
 HX2084_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX2084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2084+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 HX2084
 HX2084  HISTORY     - Date     Condition        Report By
 HX2084  HISTORY     - 1957     MONUMENTED       CGS
 HX2084  HISTORY     - 20000223 GOOD             NGS
 HX2084
 HX2084                          STATION DESCRIPTION
 HX2084
 HX2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2084'3.3 MI S FROM MADISON.
 HX2084'ABOUT 3.3 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2084'FROM THE STATION AT MADISON, 0.4 MILE SOUTH OF MILE POST 40,
 HX2084'5.6 FEET WEST OF THE WEST RAIL, SET IN THE TOP AND AT THE WEST
 HX2084'END OF THE NORTH STONE MASONRY ABUTMENT OF RAILROAD BRIDGE
 HX2084'NUMBER 404, ABOUT 1 FOOT BELOW THE LEVEL OF THE TOP OF THE RAIL.
 HX2084
 HX2084                          STATION RECOVERY (2000)
 HX2084
 HX2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 HX2084'THE STATION IS LOCATED ABOUT 6.35 KM (3.95 MI) NORTH OF GREENVIEW,
 HX2084'5.3 KM (3.30 MI) SOUTH OF MADISON AND 0.5 KM (0.30 MI) SOUTH OF THE
 HX2084'UNINCORPORATED COMMUNITY OF WASHINGTON HEIGHTS ON THE WEST
 HX2084'SIDE OF STATE HIGHWAY 17, ALONG A SINGLE SET OF RAILROAD TRACKS, IN
 HX2084'THE TOP AND NEAR THE NORTH END OF THE NORTHWEST STONE MASONRY
 HX2084'ABUTMENT OF RAILROAD BRIDGE NUMBER 404.  OWNERSHIP--CSX
 HX2084'RAILROAD.
 HX2084'
 HX2084'TO REACH THE STATION FROM THE DANVILLE MADISON EXIT OF U.S.
 HX2084'HIGHWAY 119 (STATE HIGHWAY 85 SOUTH), GO SOUTH ON HIGHWAY 85 FOR
 HX2084'3.6 KM (2.25 MI) THROUGH DANVILLE TO THE BOONE COUNTY COURTHOUSE
 HX2084'ON THE LEFT IN MADISON.  CONTINUE SOUTH ON HIGHWAY 85 FOR 0.4 KM
 HX2084'(0.25 MI) TO WHERE HIGHWAY 85 TURNS LEFT (EAST) AND STATE HIGHWAY
 HX2084'17 CONTINUES SOUTH.  CONTINUE SOUTH ON HIGHWAY 17 FOR 4.9 KM (3.05
 HX2084'MI) TO A RAILROAD CROSSING WITH OVERHEAD SIGNAL LIGHTS AT THE
 HX2084'SOUTH END OF WASHINGTON HEIGHTS AND A RAILROAD BRIDGE ON THE
 HX2084'RIGHT.  CONTINUE SOUTH ON HIGHWAY 17 FOR 0.3 KM (0.20 MI) TO A
 HX2084'CROSSROAD, GRAVEL TO THE LEFT AND PAVED TO THE RIGHT, IN THE
 HX2084'MIDDLE OF A LONG CURVE TO THE LEFT.  TURN RIGHT AND GO WEST FOR 23
 HX2084'M (75.5 FT) ON THE PAVED ROAD TO A RAILROAD CROSSING AND THE
 HX2084'STATION TO THE LEFT.
 HX2084'
 HX2084'THE STATION IS LOCATED 88.7 M (291.0 FT) SOUTH OF THE CENTER OF
 HX2084'THE RAILROAD CROSSING, 15.1 M (49.5 FT) NORTH OF THE NORTH END OF
 HX2084'THE WEST IRON BRIDGE SIDEWALL WITH THE NUMBER 404 PAINTED ON IT,
 HX2084'1.7 M (5.6 FT) WEST OF THE WEST RAIL, 0.61 M (2.00 FT) WEST OF THE
 HX2084'EAST
 HX2084'EDGE OF THE ABUTMENT, 0.58 M (1.90 FT) EAST OF THE WEST EDGE OF THE
 HX2084'ABUTMENT, 0.30 M (0.98 FT) SOUTH OF THE NORTH EDGE OF THE ABUTMENT
 HX2084'AND SET FLUSH IN TOP OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0211 ***********************************************************************
 GY0211  DESIGNATION -  G 158
 GY0211  PID         -  GY0211
 GY0211  STATE/COUNTY-  WV/MINGO
 GY0211  USGS QUAD   -  TRACE (1976)
 GY0211
 GY0211                         *CURRENT SURVEY CONTROL
 GY0211  ___________________________________________________________________
 GY0211* NAD 83(1986)-  37 54 12.     (N)    082 14 56.     (W)     SCALED    
 GY0211* NAVD 88     -       263.143  (meters)     863.33   (feet)  ADJUSTED  
 GY0211  ___________________________________________________________________
 GY0211  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GY0211  DYNAMIC HT  -         262.949 (meters)     862.69  (feet)  COMP
 GY0211  MODELED GRAV-     979,886.8   (mgal)                       NAVD 88
 GY0211
 GY0211  VERT ORDER  -  SECOND    CLASS 0
 GY0211
 GY0211.The horizontal coordinates were scaled from a topographic map and have
 GY0211.an estimated accuracy of +/- 6 seconds.
 GY0211
 GY0211.The orthometric height was determined by differential leveling
 GY0211.and adjusted by the National Geodetic Survey in June 1991..
 GY0211
 GY0211.The geoid height was determined by GEOID03.
 GY0211
 GY0211.The dynamic height is computed by dividing the NAVD 88
 GY0211.geopotential number by the normal gravity value computed on the
 GY0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0211.degrees latitude (g = 980.6199 gals.).
 GY0211
 GY0211.The modeled gravity was interpolated from observed gravity values.
 GY0211
 GY0211;                    North         East    Units  Estimated Accuracy
 GY0211;SPC WV S     -   101,000.      490,170.      MT  (+/- 180 meters Scaled)
 GY0211
 GY0211                          SUPERSEDED SURVEY CONTROL
 GY0211
 GY0211  NGVD 29 (??/??/92)  263.356  (m)          864.03   (f) ADJ UNCH    2 0
 GY0211
 GY0211.Superseded values are not recommended for survey control.
 GY0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0211.See file dsdata.txt to determine how the superseded data were derived.
 GY0211
 GY0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB902958(NAD 83)
 GY0211_MARKER: DB = BENCH MARK DISK
 GY0211_SETTING: 66 = SET IN ROCK OUTCROP
 GY0211_SP_SET: ROCK CUT
 GY0211_STAMPING: G 158 1957
 GY0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0211+STABILITY: POSITION/ELEVATION WELL
 GY0211
 GY0211  HISTORY     - Date     Condition        Report By
 GY0211  HISTORY     - 1957     MONUMENTED       CGS
 GY0211
 GY0211                          STATION DESCRIPTION
 GY0211
 GY0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0211'5.8 MI NW FROM DINGESS.
 GY0211'ABOUT 5.75 MILES NORTHWEST ALONG A GRAVEL ROAD FOLLOWING OLD
 GY0211'GRADE OF NORFOLK AND WESTERN RAILWAY FROM THE SCHOOL AT DINGESS,
 GY0211'ABOUT 2.9 MILES SOUTHEAST OF JUNCTION OF ROAD LEADING SOUTHWEST
 GY0211'AT BREEDEN, ABOUT 0.7 MILE SOUTHEAST OF EAST END OF A TUNNEL,
 GY0211'ABOUT 1.0 MILE NORTHWEST OF THE THIRD BRIDGE NORTHWEST OF
 GY0211'DINGESS, AT A POWER LINE CROSSING, IN THE NORTHWEST FACE OF
 GY0211'A PROJECTION OF ROCK ABOUT 45 FEET LONG AND 3 FEET HIGH IN A
 GY0211'CUT, 19 FEET SOUTHEAST OF CENTER LINE OF ROAD, 34 FEET SOUTHEAST
 GY0211'AND ACROSS ROAD FROM POWER POLE NO. 679-9 (THE FIRST POLE
 GY0211'SOUTHWEST OF CROSSING), ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND
 GY0211'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0222 ***********************************************************************
 GY0222  DESIGNATION -  G 159
 GY0222  PID         -  GY0222
 GY0222  STATE/COUNTY-  WV/WAYNE
 GY0222  USGS QUAD   -  WILSONDALE (1981)
 GY0222
 GY0222                         *CURRENT SURVEY CONTROL
 GY0222  ___________________________________________________________________
 GY0222* NAD 83(1986)-  37 58 31.     (N)    082 21 24.     (W)     SCALED    
 GY0222* NAVD 88     -       226.871  (meters)     744.33   (feet)  ADJUSTED  
 GY0222  ___________________________________________________________________
 GY0222  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GY0222  DYNAMIC HT  -         226.705 (meters)     743.78  (feet)  COMP
 GY0222  MODELED GRAV-     979,893.3   (mgal)                       NAVD 88
 GY0222
 GY0222  VERT ORDER  -  SECOND    CLASS 0
 GY0222
 GY0222.The horizontal coordinates were scaled from a topographic map and have
 GY0222.an estimated accuracy of +/- 6 seconds.
 GY0222
 GY0222.The orthometric height was determined by differential leveling
 GY0222.and adjusted by the National Geodetic Survey in June 1991..
 GY0222
 GY0222.The geoid height was determined by GEOID03.
 GY0222
 GY0222.The dynamic height is computed by dividing the NAVD 88
 GY0222.geopotential number by the normal gravity value computed on the
 GY0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0222.degrees latitude (g = 980.6199 gals.).
 GY0222
 GY0222.The modeled gravity was interpolated from observed gravity values.
 GY0222
 GY0222;                    North         East    Units  Estimated Accuracy
 GY0222;SPC WV S     -   109,120.      480,810.      MT  (+/- 180 meters Scaled)
 GY0222
 GY0222                          SUPERSEDED SURVEY CONTROL
 GY0222
 GY0222  NGVD 29 (??/??/92)  227.085  (m)          745.03   (f) ADJ UNCH    2 0
 GY0222
 GY0222.Superseded values are not recommended for survey control.
 GY0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0222.See file dsdata.txt to determine how the superseded data were derived.
 GY0222
 GY0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC808039(NAD 83)
 GY0222_MARKER: DB = BENCH MARK DISK
 GY0222_SETTING: 66 = SET IN ROCK OUTCROP
 GY0222_SP_SET: ROCK CUT
 GY0222_STAMPING: G 159 1957
 GY0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0222+STABILITY: POSITION/ELEVATION WELL
 GY0222
 GY0222  HISTORY     - Date     Condition        Report By
 GY0222  HISTORY     - 1957     MONUMENTED       CGS
 GY0222
 GY0222                          STATION DESCRIPTION
 GY0222
 GY0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0222'2.6 MI NW FROM WILSONDALE.
 GY0222'ABOUT 2.65 MILES NORTHWEST ALONG A GRAVEL AND BLACK TOP ROAD
 GY0222'FOLLOWING OLD GRADE OF THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0222'POST OFFICE AT WILSONDALE, ABOUT 0.65 MILE SOUTHEAST OF THE OFFICE
 GY0222'AND SUPERINTENDENTS RESIDENCE OF CABWAYLINGO STATE FOREST, ABOUT
 GY0222'43 YARDS SOUTH OF SOUTH END OF A 100-FOOT BRIDGE OVER WEST FORK
 GY0222'OF TWELVEPOLE CREEK, SET VERTICALLY IN THE EAST FACE OF THE NORTH
 GY0222'END OF A ROCK CUT, 37 FEET WEST OF CENTER LINE OF ROAD, 2 FEET
 GY0222'ABOVE GROUND AND ABOUT 6 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1951 ***********************************************************************
 HW1951  DESIGNATION -  G 16
 HW1951  PID         -  HW1951
 HW1951  STATE/COUNTY-  WV/RANDOLPH
 HW1951  USGS QUAD   -  HARMAN (1995)
 HW1951
 HW1951                         *CURRENT SURVEY CONTROL
 HW1951  ___________________________________________________________________
 HW1951* NAD 83(1986)-  38 52 38.     (N)    079 35 30.     (W)     SCALED    
 HW1951* NAVD 88     -       901.797  (meters)    2958.65   (feet)  ADJUSTED  
 HW1951  ___________________________________________________________________
 HW1951  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HW1951  DYNAMIC HT  -         901.114 (meters)    2956.40  (feet)  COMP
 HW1951  MODELED GRAV-     979,839.6   (mgal)                       NAVD 88
 HW1951
 HW1951  VERT ORDER  -  SECOND    CLASS 0
 HW1951
 HW1951.The horizontal coordinates were scaled from a topographic map and have
 HW1951.an estimated accuracy of +/- 6 seconds.
 HW1951
 HW1951.The orthometric height was determined by differential leveling
 HW1951.and adjusted by the National Geodetic Survey in June 1991..
 HW1951
 HW1951.The geoid height was determined by GEOID03.
 HW1951
 HW1951.The dynamic height is computed by dividing the NAVD 88
 HW1951.geopotential number by the normal gravity value computed on the
 HW1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1951.degrees latitude (g = 980.6199 gals.).
 HW1951
 HW1951.The modeled gravity was interpolated from observed gravity values.
 HW1951
 HW1951;                    North         East    Units  Estimated Accuracy
 HW1951;SPC WV S     -   209,290.      722,210.      MT  (+/- 180 meters Scaled)
 HW1951
 HW1951                          SUPERSEDED SURVEY CONTROL
 HW1951
 HW1951  NGVD 29 (??/??/92)  901.930  (m)         2959.08   (f) ADJ UNCH    2 0
 HW1951
 HW1951.Superseded values are not recommended for survey control.
 HW1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1951.See file dsdata.txt to determine how the superseded data were derived.
 HW1951
 HW1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD221040(NAD 83)
 HW1951_MARKER: DB = BENCH MARK DISK
 HW1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1951_STAMPING: G 16 1934
 HW1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1951+STABILITY: SURFACE MOTION
 HW1951
 HW1951  HISTORY     - Date     Condition        Report By
 HW1951  HISTORY     - 1934     MONUMENTED       CGS
 HW1951
 HW1951                          STATION DESCRIPTION
 HW1951
 HW1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1951'3.7 MI E FROM EVENWOOD.
 HW1951'3.7 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HW1951'EVENWOOD, RANDOLPH COUNTY, 5.6 MILES WEST OF THE POST OFFICE AT
 HW1951'HARMAN, ON THE WEST SLOPE OF A LONG GRADE, 10 YARDS NORTH OF THE
 HW1951'CENTERLINE OF THE HIGHWAY, AND 2 YARDS SOUTH OF A FENCE LINE.
 HW1951'A STANDARD DISK, STAMPED G 16 1934 AND SET IN THE TOP OF A
 HW1951'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0753 ***********************************************************************
 HY0753  DESIGNATION -  G 160
 HY0753  PID         -  HY0753
 HY0753  STATE/COUNTY-  WV/WAYNE
 HY0753  USGS QUAD   -  KIAHSVILLE (1975)
 HY0753
 HY0753                         *CURRENT SURVEY CONTROL
 HY0753  ___________________________________________________________________
 HY0753* NAD 83(1986)-  38 02 58.     (N)    082 17 58.     (W)     SCALED    
 HY0753* NAVD 88     -       212.081  (meters)     695.80   (feet)  ADJUSTED  
 HY0753  ___________________________________________________________________
 HY0753  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HY0753  DYNAMIC HT  -         211.927 (meters)     695.30  (feet)  COMP
 HY0753  MODELED GRAV-     979,898.9   (mgal)                       NAVD 88
 HY0753
 HY0753  VERT ORDER  -  SECOND    CLASS 0
 HY0753
 HY0753.The horizontal coordinates were scaled from a topographic map and have
 HY0753.an estimated accuracy of +/- 6 seconds.
 HY0753
 HY0753.The orthometric height was determined by differential leveling
 HY0753.and adjusted by the National Geodetic Survey in June 1991..
 HY0753
 HY0753.The geoid height was determined by GEOID03.
 HY0753
 HY0753.The dynamic height is computed by dividing the NAVD 88
 HY0753.geopotential number by the normal gravity value computed on the
 HY0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0753.degrees latitude (g = 980.6199 gals.).
 HY0753
 HY0753.The modeled gravity was interpolated from observed gravity values.
 HY0753
 HY0753;                    North         East    Units  Estimated Accuracy
 HY0753;SPC WV S     -   117,280.      485,960.      MT  (+/- 180 meters Scaled)
 HY0753
 HY0753                          SUPERSEDED SURVEY CONTROL
 HY0753
 HY0753  NGVD 29 (??/??/92)  212.293  (m)          696.50   (f) ADJ UNCH    2 0
 HY0753
 HY0753.Superseded values are not recommended for survey control.
 HY0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0753.See file dsdata.txt to determine how the superseded data were derived.
 HY0753
 HY0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC859120(NAD 83)
 HY0753_MARKER: DB = BENCH MARK DISK
 HY0753_SETTING: 66 = SET IN ROCK OUTCROP
 HY0753_SP_SET: ROCK CUT
 HY0753_STAMPING: G 160 1957
 HY0753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0753+STABILITY: POSITION/ELEVATION WELL
 HY0753
 HY0753  HISTORY     - Date     Condition        Report By
 HY0753  HISTORY     - 1957     MONUMENTED       CGS
 HY0753
 HY0753                          STATION DESCRIPTION
 HY0753
 HY0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0753'10.6 MI SW FROM COVE GAP.
 HY0753'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0753'SCHOOL AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 6.5 MILES
 HY0753'SOUTHEAST ALONG ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 HY0753'ABOUT 0.95 MILE NORTH OF TWELVEPOLE SCHOOL, ABOUT 0.65 MILE
 HY0753'SOUTH OF THE JUNCTION OF A ROAD SOUTHWEST AND A FOOT BRIDGE
 HY0753'ACROSS CREEK, AT THE JUNCTION OF A PRIVATE ROAD SOUTH AND A FOOT
 HY0753'BRIDGE OVER CREEK, SET VERTICALLY IN SOUTH FACE OF A LONG ROCK
 HY0753'CUT, 15 FEET NORTH OF CENTER LINE OF ROAD, 97 FEET EAST AND ACROSS
 HY0753'ROAD FROM THE NORTH END OF FOOT BRIDGE AND 3 FEET ABOVE LEVEL
 HY0753'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0294 ***********************************************************************
 GY0294  DESIGNATION -  G 161
 GY0294  PID         -  GY0294
 GY0294  STATE/COUNTY-  WV/MINGO
 GY0294  USGS QUAD   -  MAJESTIC (1977)
 GY0294
 GY0294                         *CURRENT SURVEY CONTROL
 GY0294  ___________________________________________________________________
 GY0294* NAD 83(1986)-  37 36 33.     (N)    082 00 55.     (W)     SCALED    
 GY0294* NAVD 88     -       367.941  (meters)    1207.15   (feet)  ADJUSTED  
 GY0294  ___________________________________________________________________
 GY0294  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GY0294  DYNAMIC HT  -         367.653 (meters)    1206.21  (feet)  COMP
 GY0294  MODELED GRAV-     979,835.1   (mgal)                       NAVD 88
 GY0294
 GY0294  VERT ORDER  -  SECOND    CLASS 0
 GY0294
 GY0294.The horizontal coordinates were scaled from a topographic map and have
 GY0294.an estimated accuracy of +/- 6 seconds.
 GY0294
 GY0294.The orthometric height was determined by differential leveling
 GY0294.and adjusted by the National Geodetic Survey in June 1991..
 GY0294
 GY0294.The geoid height was determined by GEOID03.
 GY0294
 GY0294.The dynamic height is computed by dividing the NAVD 88
 GY0294.geopotential number by the normal gravity value computed on the
 GY0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0294.degrees latitude (g = 980.6199 gals.).
 GY0294
 GY0294.The modeled gravity was interpolated from observed gravity values.
 GY0294
 GY0294;                    North         East    Units  Estimated Accuracy
 GY0294;SPC WV S     -    68,100.      510,360.      MT  (+/- 180 meters Scaled)
 GY0294
 GY0294                          SUPERSEDED SURVEY CONTROL
 GY0294
 GY0294  NGVD 29 (??/??/92)  368.144  (m)         1207.82   (f) ADJ UNCH    2 0
 GY0294
 GY0294.Superseded values are not recommended for survey control.
 GY0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0294.See file dsdata.txt to determine how the superseded data were derived.
 GY0294
 GY0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB103629(NAD 83)
 GY0294_MARKER: DB = BENCH MARK DISK
 GY0294_SETTING: 66 = SET IN ROCK OUTCROP
 GY0294_SP_SET: ROCK OUTCROP
 GY0294_STAMPING: G 161 1957
 GY0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0294+STABILITY: POSITION/ELEVATION WELL
 GY0294
 GY0294  HISTORY     - Date     Condition        Report By
 GY0294  HISTORY     - 1957     MONUMENTED       CGS
 GY0294
 GY0294                          STATION DESCRIPTION
 GY0294
 GY0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0294'6.7 MI NE FROM DEVON.
 GY0294'ABOUT 0.6 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0294'FROM THE STATION AT DEVON, THENCE ABOUT 6.1 MILES NORTHEAST ALONG
 GY0294'BEECH CREEK ROAD, ABOUT 0.35 MILE SOUTHWEST OF JUNCTION OF A
 GY0294'DIRT ROAD NORTHEAST, DIRECTLY ACROSS ROAD FROM A WHITE FRAME
 GY0294'HOUSE WITH GREEN ROOF, SET IN THE TOP OF A FLAT ROCK OUTCROP
 GY0294'THAT IS PART OF THE SOUTHEAST BANK OF BEECH CREEK, 27 FEET
 GY0294'SOUTHEAST OF CENTER LINE OF ROAD, 24 FEET SOUTH AND ACROSS CREEK
 GY0294'FROM SOUTHEAST END OF AN 18-INCH PIPE CULVERT UNDER ROAD, 3 FEET
 GY0294'SOUTHEAST OF NORTHWEST EDGE OF OUTCROP, 3 1/2 FEET ABOVE LEVEL
 GY0294'OF CREEK BED AND ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2156 ***********************************************************************
 GX2156  DESIGNATION -  G 162
 GX2156  PID         -  GX2156
 GX2156  STATE/COUNTY-  WV/LOGAN
 GX2156  USGS QUAD   -  MALLORY (1976)
 GX2156
 GX2156                         *CURRENT SURVEY CONTROL
 GX2156  ___________________________________________________________________
 GX2156* NAD 83(1986)-  37 40 40.     (N)    081 50 51.     (W)     SCALED    
 GX2156* NAVD 88     -       235.937  (meters)     774.07   (feet)  ADJUSTED  
 GX2156  ___________________________________________________________________
 GX2156  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GX2156  DYNAMIC HT  -         235.758 (meters)     773.48  (feet)  COMP
 GX2156  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 GX2156
 GX2156  VERT ORDER  -  SECOND    CLASS 0
 GX2156
 GX2156.The horizontal coordinates were scaled from a topographic map and have
 GX2156.an estimated accuracy of +/- 6 seconds.
 GX2156
 GX2156.The orthometric height was determined by differential leveling
 GX2156.and adjusted by the National Geodetic Survey in June 1991..
 GX2156
 GX2156.The geoid height was determined by GEOID03.
 GX2156
 GX2156.The dynamic height is computed by dividing the NAVD 88
 GX2156.geopotential number by the normal gravity value computed on the
 GX2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2156.degrees latitude (g = 980.6199 gals.).
 GX2156
 GX2156.The modeled gravity was interpolated from observed gravity values.
 GX2156
 GX2156;                    North         East    Units  Estimated Accuracy
 GX2156;SPC WV S     -    75,570.      525,240.      MT  (+/- 180 meters Scaled)
 GX2156
 GX2156                          SUPERSEDED SURVEY CONTROL
 GX2156
 GX2156  NGVD 29 (??/??/92)  236.145  (m)          774.75   (f) ADJ UNCH    2 0
 GX2156
 GX2156.Superseded values are not recommended for survey control.
 GX2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2156.See file dsdata.txt to determine how the superseded data were derived.
 GX2156
 GX2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB252704(NAD 83)
 GX2156_MARKER: DB = BENCH MARK DISK
 GX2156_SETTING: 66 = SET IN ROCK OUTCROP
 GX2156_SP_SET: ROCK LEDGE
 GX2156_STAMPING: G 162 1957
 GX2156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2156+STABILITY: POSITION/ELEVATION WELL
 GX2156
 GX2156  HISTORY     - Date     Condition        Report By
 GX2156  HISTORY     - 1957     MONUMENTED       CGS
 GX2156  HISTORY     - 1963     GOOD             AEROS
 GX2156
 GX2156                          STATION DESCRIPTION
 GX2156
 GX2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2156'4.8 MI S FROM HUFF JUNCTION.
 GX2156'ABOUT 4.8 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 GX2156'STATE HIGHWAY 10 AT HUFF JUNCTION, ALONG THE CHESAPEAKE AND OHIO
 GX2156'RAILWAY, ABOUT 0.1 MILE SOUTH OF MILE POST 84, ABOUT 0.9 MILE
 GX2156'NORTH OF HIGHWAY BRIDGE OVER GUYANDOT RIVER AT VERNER, AT THE
 GX2156'JUNCTION OF A SPUR TRACK LEADING EAST AT WYLO, ABOUT 9 1/2 RAILS
 GX2156'NORTH OF NORTH END OF RAILROAD BRIDGE OVER ELK CREEK, SET IN THE
 GX2156'TOP OF A ROCK LEDGE ON THE SOUTHWEST FACE AND NEAR NORTHWEST END
 GX2156'OF A ROCK CUT, 10 FEET NORTHEAST OF NORTHEAST RAIL OF SPUR TRACK,
 GX2156'62 FEET EAST AND ACROSS SPUR TRACK FROM EAST RAIL OF MAIN TRACK,
 GX2156'15 FEET SOUTHEAST OF NORTHWEST END OF ROCK PART OF CUT AND ABOUT
 GX2156'3 FEET ABOVE LEVEL OF SPUR TRACK.
 GX2156
 GX2156                          STATION RECOVERY (1963)
 GX2156
 GX2156'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0803 ***********************************************************************
 KY0803  DESIGNATION -  G 163
 KY0803  PID         -  KY0803
 KY0803  STATE/COUNTY-  WV/BROOKE
 KY0803  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0803
 KY0803                         *CURRENT SURVEY CONTROL
 KY0803  ___________________________________________________________________
 KY0803* NAD 83(1986)-  40 21 59.     (N)    080 31 57.     (W)     SCALED    
 KY0803* NAVD 88     -       247.412  (meters)     811.72   (feet)  ADJUSTED  
 KY0803  ___________________________________________________________________
 KY0803  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KY0803  DYNAMIC HT  -         247.281 (meters)     811.29  (feet)  COMP
 KY0803  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 KY0803
 KY0803  VERT ORDER  -  SECOND    CLASS 0
 KY0803
 KY0803.The horizontal coordinates were scaled from a topographic map and have
 KY0803.an estimated accuracy of +/- 6 seconds.
 KY0803
 KY0803.The orthometric height was determined by differential leveling
 KY0803.and adjusted by the National Geodetic Survey in June 1991..
 KY0803
 KY0803.The geoid height was determined by GEOID03.
 KY0803
 KY0803.The dynamic height is computed by dividing the NAVD 88
 KY0803.geopotential number by the normal gravity value computed on the
 KY0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0803.degrees latitude (g = 980.6199 gals.).
 KY0803
 KY0803.The modeled gravity was interpolated from observed gravity values.
 KY0803
 KY0803;                    North         East    Units  Estimated Accuracy
 KY0803;SPC WV N     -   207,720.      512,300.      MT  (+/- 180 meters Scaled)
 KY0803
 KY0803                          SUPERSEDED SURVEY CONTROL
 KY0803
 KY0803  NGVD 29 (??/??/92)  247.581  (m)          812.27   (f) ADJ UNCH    2 0
 KY0803
 KY0803.Superseded values are not recommended for survey control.
 KY0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0803.See file dsdata.txt to determine how the superseded data were derived.
 KY0803
 KY0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE396685(NAD 83)
 KY0803_MARKER: DB = BENCH MARK DISK
 KY0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0803_STAMPING: G 163 1960
 KY0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0803+STABILITY: SURFACE MOTION
 KY0803
 KY0803  HISTORY     - Date     Condition        Report By
 KY0803  HISTORY     - 1960     MONUMENTED       CGS
 KY0803
 KY0803                          STATION DESCRIPTION
 KY0803
 KY0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0803'0.4 MI W FROM COLLIER.
 KY0803'ABOUT 0.45 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0803'OVERPASS 35-54 OVER A ROAD AND CREEK AT COLLIER, 0.65 MILE EAST
 KY0803'OF A STEEL BRIDGE FOR A ROAD OVER THE TRACK AND CREEK, AT ABOUT
 KY0803'RIGHT ANGLE ACROSS THE TRACK FROM MILEPOST 36, AT ABOUT RIGHT
 KY0803'ANGLE ACROSS THE TRACK FROM THE HIGHEST PART OF A CUT, 31 FEET
 KY0803'SOUTH OF THE SOUTH RAIL OF SOUTH SIDING TRACK, 81 FEET SOUTH
 KY0803'OF THE SOUTH RAIL OF SOUTH MAIN TRACK, 20 FEET SOUTH OF THE
 KY0803'CENTER LINE OF A CINDER TRAIL ROAD PARALLEL WITH THE TRACK,
 KY0803'51 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 51 FEET NORTHWEST
 KY0803'OF A TELEPHONE POLE, 1.9 FEET NORTH-NORTHWEST OF A STEEL WITNESS
 KY0803'POST, ABOUT LEVEL WITH THE CINDER ROAD, ABOUT 3 FEET BELOW
 KY0803'THE LEVEL OF MAIN TRACK, AND SET IN TOP OF A CONCRETE POST
 KY0803'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1432 ***********************************************************************
 HW1432  DESIGNATION -  G 17
 HW1432  PID         -  HW1432
 HW1432  STATE/COUNTY-  WV/PENDLETON
 HW1432  USGS QUAD   -  UPPER TRACT (1995)
 HW1432
 HW1432                         *CURRENT SURVEY CONTROL
 HW1432  ___________________________________________________________________
 HW1432* NAD 83(1986)-  38 45 43.     (N)    079 17 11.     (W)     SCALED    
 HW1432* NAVD 88     -       459.845  (meters)    1508.67   (feet)  ADJUSTED  
 HW1432  ___________________________________________________________________
 HW1432  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 HW1432  DYNAMIC HT  -         459.517 (meters)    1507.60  (feet)  COMP
 HW1432  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 HW1432
 HW1432  VERT ORDER  -  SECOND    CLASS 0
 HW1432
 HW1432.The horizontal coordinates were scaled from a topographic map and have
 HW1432.an estimated accuracy of +/- 6 seconds.
 HW1432
 HW1432.The orthometric height was determined by differential leveling
 HW1432.and adjusted by the National Geodetic Survey in June 1991..
 HW1432
 HW1432.The geoid height was determined by GEOID03.
 HW1432
 HW1432.The dynamic height is computed by dividing the NAVD 88
 HW1432.geopotential number by the normal gravity value computed on the
 HW1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1432.degrees latitude (g = 980.6199 gals.).
 HW1432
 HW1432.The modeled gravity was interpolated from observed gravity values.
 HW1432
 HW1432;                    North         East    Units  Estimated Accuracy
 HW1432;SPC WV S     -   196,940.      748,930.      MT  (+/- 180 meters Scaled)
 HW1432
 HW1432                          SUPERSEDED SURVEY CONTROL
 HW1432
 HW1432  NGVD 29 (??/??/92)  459.970  (m)         1509.08   (f) ADJ UNCH    2 0
 HW1432
 HW1432.Superseded values are not recommended for survey control.
 HW1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1432.See file dsdata.txt to determine how the superseded data were derived.
 HW1432
 HW1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC488917(NAD 83)
 HW1432_MARKER: DB = BENCH MARK DISK
 HW1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1432_STAMPING: G 17 1934
 HW1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1432+STABILITY: SURFACE MOTION
 HW1432
 HW1432  HISTORY     - Date     Condition        Report By
 HW1432  HISTORY     - 1934     MONUMENTED       CGS
 HW1432  HISTORY     - 1956     GOOD             NGS
 HW1432
 HW1432                          STATION DESCRIPTION
 HW1432
 HW1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HW1432'3.7 MI N FROM RUDDLE.
 HW1432'3.7 MILES NORTH ALONG U.S. HIGHWAY 220 FROM RUDDLE, PENDLETON
 HW1432'COUNTY, 0.1 MILE SOUTH AND ON THE OPPOSITE SIDE OF THE HIGHWAY
 HW1432'FROM THE HOME OF J.H. JUDY, 8 YARDS EAST OF THE CENTERLINE OF
 HW1432'THE HIGHWAY, AND 1 FOOT OUTSIDE OF A FENCE LINE.  A STANDARD
 HW1432'DISK, STAMPED G 17 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2237 ***********************************************************************
 HX2237  DESIGNATION -  G 175
 HX2237  PID         -  HX2237
 HX2237  STATE/COUNTY-  WV/BOONE
 HX2237  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2237
 HX2237                         *CURRENT SURVEY CONTROL
 HX2237  ___________________________________________________________________
 HX2237* NAD 83(1986)-  38 07 04.     (N)    081 41 32.     (W)     SCALED    
 HX2237* NAVD 88     -       244.650  (meters)     802.66   (feet)  ADJUSTED  
 HX2237  ___________________________________________________________________
 HX2237  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HX2237  DYNAMIC HT  -         244.472 (meters)     802.07  (feet)  COMP
 HX2237  MODELED GRAV-     979,892.9   (mgal)                       NAVD 88
 HX2237
 HX2237  VERT ORDER  -  SECOND    CLASS 0
 HX2237
 HX2237.The horizontal coordinates were scaled from a topographic map and have
 HX2237.an estimated accuracy of +/- 6 seconds.
 HX2237
 HX2237.The orthometric height was determined by differential leveling
 HX2237.and adjusted by the National Geodetic Survey in June 1991..
 HX2237
 HX2237.The geoid height was determined by GEOID03.
 HX2237
 HX2237.The dynamic height is computed by dividing the NAVD 88
 HX2237.geopotential number by the normal gravity value computed on the
 HX2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2237.degrees latitude (g = 980.6199 gals.).
 HX2237
 HX2237.The modeled gravity was interpolated from observed gravity values.
 HX2237
 HX2237;                    North         East    Units  Estimated Accuracy
 HX2237;SPC WV S     -   124,290.      539,300.      MT  (+/- 180 meters Scaled)
 HX2237
 HX2237                          SUPERSEDED SURVEY CONTROL
 HX2237
 HX2237  NGVD 29 (??/??/92)  244.857  (m)          803.34   (f) ADJ UNCH    2 0
 HX2237
 HX2237.Superseded values are not recommended for survey control.
 HX2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2237.See file dsdata.txt to determine how the superseded data were derived.
 HX2237
 HX2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC393191(NAD 83)
 HX2237_MARKER: DB = BENCH MARK DISK
 HX2237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2237_SP_SET: ABUTMENT
 HX2237_STAMPING: G 175 1958
 HX2237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2237
 HX2237  HISTORY     - Date     Condition        Report By
 HX2237  HISTORY     - 1958     MONUMENTED       CGS
 HX2237
 HX2237                          STATION DESCRIPTION
 HX2237
 HX2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2237'1.6 MI S FROM PEYTONA.
 HX2237'ABOUT 1.55 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE CROSSING
 HX2237'OF THE CHESAPEAKE AND OHIO RAILWAY AT PEYTONA, 16 1/2 FEET WEST
 HX2237'OF CENTER LINE OF HIGHWAY, IN TOP OF THE EAST END OF THE NORTH
 HX2237'ABUTMENT FOR A 25-FOOT CONCRETE BRIDGE OVER DROWDY CREEK, 1.3
 HX2237'FEET WEST OF CONCRETE BANISTER, AND ABOUT 1/2 FOOT ABOVE THE
 HX2237'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2429 ***********************************************************************
 GX2429  DESIGNATION -  G 176
 GX2429  PID         -  GX2429
 GX2429  STATE/COUNTY-  WV/WYOMING
 GX2429  USGS QUAD   -  GILBERT (1977)
 GX2429
 GX2429                         *CURRENT SURVEY CONTROL
 GX2429  ___________________________________________________________________
 GX2429* NAD 83(1986)-  37 34 53.     (N)    081 48 32.     (W)     SCALED    
 GX2429* NAVD 88     -       319.731  (meters)    1048.98   (feet)  ADJUSTED  
 GX2429  ___________________________________________________________________
 GX2429  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX2429  DYNAMIC HT  -         319.485 (meters)    1048.18  (feet)  COMP
 GX2429  MODELED GRAV-     979,851.6   (mgal)                       NAVD 88
 GX2429
 GX2429  VERT ORDER  -  SECOND    CLASS 0
 GX2429
 GX2429.The horizontal coordinates were scaled from a topographic map and have
 GX2429.an estimated accuracy of +/- 6 seconds.
 GX2429
 GX2429.The orthometric height was determined by differential leveling
 GX2429.and adjusted by the National Geodetic Survey in June 1991..
 GX2429
 GX2429.The geoid height was determined by GEOID03.
 GX2429
 GX2429.The dynamic height is computed by dividing the NAVD 88
 GX2429.geopotential number by the normal gravity value computed on the
 GX2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2429.degrees latitude (g = 980.6199 gals.).
 GX2429
 GX2429.The modeled gravity was interpolated from observed gravity values.
 GX2429
 GX2429;                    North         East    Units  Estimated Accuracy
 GX2429;SPC WV S     -    64,840.      528,550.      MT  (+/- 180 meters Scaled)
 GX2429
 GX2429                          SUPERSEDED SURVEY CONTROL
 GX2429
 GX2429  NGVD 29 (??/??/92)  319.930  (m)         1049.64   (f) ADJ UNCH    2 0
 GX2429
 GX2429.Superseded values are not recommended for survey control.
 GX2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2429.See file dsdata.txt to determine how the superseded data were derived.
 GX2429
 GX2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB285596(NAD 83)
 GX2429_MARKER: DB = BENCH MARK DISK
 GX2429_SETTING: 66 = SET IN ROCK OUTCROP
 GX2429_SP_SET: ROCK CUT
 GX2429_STAMPING: G 176 1958
 GX2429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2429+STABILITY: POSITION/ELEVATION WELL
 GX2429
 GX2429  HISTORY     - Date     Condition        Report By
 GX2429  HISTORY     - 1958     MONUMENTED       CGS
 GX2429  HISTORY     - 1963     GOOD             AEROS
 GX2429
 GX2429                          STATION DESCRIPTION
 GX2429
 GX2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2429'6.8 MI SE FROM GILBERT.
 GX2429'ABOUT 6.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION
 GX2429'OF STATE HIGHWAY 80 AT GILBERT, 0.45 MILE NORTHWEST OF A BLACK
 GX2429'TOP ROAD LEADING EAST TO BAILEYSVILLE, ON THE OUTSIDE OF A CURVE
 GX2429'WITH TANGENTS EXTENDING WEST AND SOUTHEAST, 23 FEET NORTH OF THE
 GX2429'CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE SOUTH FACE OF A
 GX2429'ROCK CUT, 65 FEET WEST OF THE EAST END OF THE CUT, 43 FEET
 GX2429'NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE NORTH END OF A FOOT
 GX2429'BRIDGE ACROSS LITTLE HUFF CREEK, AND ABOUT 4 1/2 FEET ABOVE THE
 GX2429'LEVEL OF THE HIGHWAY.
 GX2429
 GX2429                          STATION RECOVERY (1963)
 GX2429
 GX2429'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2441 ***********************************************************************
 GX2441  DESIGNATION -  G 177
 GX2441  PID         -  GX2441
 GX2441  STATE/COUNTY-  WV/WYOMING
 GX2441  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2441
 GX2441                         *CURRENT SURVEY CONTROL
 GX2441  ___________________________________________________________________
 GX2441* NAD 83(1986)-  37 30 56.     (N)    081 38 44.     (W)     SCALED    
 GX2441* NAVD 88     -       542.864  (meters)    1781.05   (feet)  ADJUSTED  
 GX2441  ___________________________________________________________________
 GX2441  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX2441  DYNAMIC HT  -         542.434 (meters)    1779.64  (feet)  COMP
 GX2441  MODELED GRAV-     979,819.9   (mgal)                       NAVD 88
 GX2441
 GX2441  VERT ORDER  -  SECOND    CLASS 0
 GX2441
 GX2441.The horizontal coordinates were scaled from a topographic map and have
 GX2441.an estimated accuracy of +/- 6 seconds.
 GX2441
 GX2441.The orthometric height was determined by differential leveling
 GX2441.and adjusted by the National Geodetic Survey in June 1991..
 GX2441
 GX2441.The geoid height was determined by GEOID03.
 GX2441
 GX2441.The dynamic height is computed by dividing the NAVD 88
 GX2441.geopotential number by the normal gravity value computed on the
 GX2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2441.degrees latitude (g = 980.6199 gals.).
 GX2441
 GX2441.The modeled gravity was interpolated from observed gravity values.
 GX2441
 GX2441;                    North         East    Units  Estimated Accuracy
 GX2441;SPC WV S     -    57,420.      542,930.      MT  (+/- 180 meters Scaled)
 GX2441
 GX2441                          SUPERSEDED SURVEY CONTROL
 GX2441
 GX2441  NGVD 29 (??/??/92)  543.041  (m)         1781.63   (f) ADJ UNCH    2 0
 GX2441
 GX2441.Superseded values are not recommended for survey control.
 GX2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2441.See file dsdata.txt to determine how the superseded data were derived.
 GX2441
 GX2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB429522(NAD 83)
 GX2441_MARKER: DB = BENCH MARK DISK
 GX2441_SETTING: 66 = SET IN ROCK OUTCROP
 GX2441_SP_SET: ROCK CUT
 GX2441_STAMPING: G 177 1958
 GX2441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2441+STABILITY: POSITION/ELEVATION WELL
 GX2441
 GX2441  HISTORY     - Date     Condition        Report By
 GX2441  HISTORY     - 1958     MONUMENTED       CGS
 GX2441  HISTORY     - 1963     GOOD             AEROS
 GX2441
 GX2441                          STATION DESCRIPTION
 GX2441
 GX2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2441'3.4 MI N FROM DAVY.
 GX2441'ABOUT 3.45 MILES NORTH ALONG A BLACK TOP ROAD TO BAILEYSVILLE
 GX2441'FROM THE SCHOOL AT DAVY, 0.15 MILE NORTHWEST OF THE SUMMIT
 GX2441'OF THE MOUNTAIN AND THE WYOMING - MCDOWELL  COUNTY LINE, ON
 GX2441'THE NORTH SLOPE OF THE MOUNTAIN, SET VERTICALLY IN THE EAST
 GX2441'FACE OF A ROCK CUT, 15 FEET WEST OF CENTER LINE OF ROAD, 84
 GX2441'FEET NORTH OF THE SOUTH END OF THE CUT, AND ABOUT 2 FEET ABOVE THE
 GX2441'LEVEL OF THE ROAD.
 GX2441
 GX2441                          STATION RECOVERY (1963)
 GX2441
 GX2441'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2454 ***********************************************************************
 GX2454  DESIGNATION -  G 178
 GX2454  PID         -  GX2454
 GX2454  STATE/COUNTY-  WV/WYOMING
 GX2454  USGS QUAD   -  PINEVILLE (1976)
 GX2454
 GX2454                         *CURRENT SURVEY CONTROL
 GX2454  ___________________________________________________________________
 GX2454* NAD 83(1986)-  37 35 00.     (N)    081 35 06.     (W)     SCALED    
 GX2454* NAVD 88     -       371.194  (meters)    1217.83   (feet)  ADJUSTED  
 GX2454  ___________________________________________________________________
 GX2454  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GX2454  DYNAMIC HT  -         370.898 (meters)    1216.85  (feet)  COMP
 GX2454  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 GX2454
 GX2454  VERT ORDER  -  SECOND    CLASS 0
 GX2454
 GX2454.The horizontal coordinates were scaled from a topographic map and have
 GX2454.an estimated accuracy of +/- 6 seconds.
 GX2454
 GX2454.The orthometric height was determined by differential leveling
 GX2454.and adjusted by the National Geodetic Survey in June 1991..
 GX2454
 GX2454.The geoid height was determined by GEOID03.
 GX2454
 GX2454.The dynamic height is computed by dividing the NAVD 88
 GX2454.geopotential number by the normal gravity value computed on the
 GX2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2454.degrees latitude (g = 980.6199 gals.).
 GX2454
 GX2454.The modeled gravity was interpolated from observed gravity values.
 GX2454
 GX2454;                    North         East    Units  Estimated Accuracy
 GX2454;SPC WV S     -    64,910.      548,330.      MT  (+/- 180 meters Scaled)
 GX2454
 GX2454                          SUPERSEDED SURVEY CONTROL
 GX2454
 GX2454  NGVD 29 (??/??/92)  371.367  (m)         1218.39   (f) ADJ UNCH    2 0
 GX2454
 GX2454.Superseded values are not recommended for survey control.
 GX2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2454.See file dsdata.txt to determine how the superseded data were derived.
 GX2454
 GX2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB483597(NAD 83)
 GX2454_MARKER: DB = BENCH MARK DISK
 GX2454_SETTING: 66 = SET IN ROCK OUTCROP
 GX2454_SP_SET: CUT
 GX2454_STAMPING: G 178 1958
 GX2454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2454+STABILITY: POSITION/ELEVATION WELL
 GX2454
 GX2454  HISTORY     - Date     Condition        Report By
 GX2454  HISTORY     - 1958     MONUMENTED       CGS
 GX2454  HISTORY     - 1963     GOOD             AEROS
 GX2454  HISTORY     - 1980     GOOD             LOCSUR
 GX2454
 GX2454                          STATION DESCRIPTION
 GX2454
 GX2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2454'4.8 MI W FROM PINEVILLE.
 GX2454'ABOUT 4.75 MILES WEST ALONG A BLACK TOP ROAD TO BAILEYSVILLE
 GX2454'FROM THE COURTHOUSE AT PINEVILLE, 0.9 MILE EAST OF A ROAD
 GX2454'SOUTHEAST TO A BRIDGE OVER THE GUYANDOT RIVER, ON THE OUTSIDE
 GX2454'OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND SOUTH, 16 FEET
 GX2454'NORTHEAST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN
 GX2454'THE SOUTHWEST FACE OF A ROCK CUT, 24 FEET NORTHWEST OF THE
 GX2454'SOUTHEAST END OF THE CUT, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 GX2454'THE ROAD.
 GX2454
 GX2454                          STATION RECOVERY (1963)
 GX2454
 GX2454'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2454'RECOVERED IN GOOD CONDITION.
 GX2454
 GX2454                          STATION RECOVERY (1980)
 GX2454
 GX2454'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1895 ***********************************************************************
 GX1895  DESIGNATION -  G 179
 GX1895  PID         -  GX1895
 GX1895  STATE/COUNTY-  WV/MCDOWELL
 GX1895  USGS QUAD   -  WAR (1977)
 GX1895
 GX1895                         *CURRENT SURVEY CONTROL
 GX1895  ___________________________________________________________________
 GX1895* NAD 83(1986)-  37 19 43.     (N)    081 42 55.     (W)     SCALED    
 GX1895* NAVD 88     -       409.303  (meters)    1342.85   (feet)  ADJUSTED  
 GX1895  ___________________________________________________________________
 GX1895  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX1895  DYNAMIC HT  -         408.960 (meters)    1341.73  (feet)  COMP
 GX1895  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 GX1895
 GX1895  VERT ORDER  -  SECOND    CLASS 0
 GX1895
 GX1895.The horizontal coordinates were scaled from a topographic map and have
 GX1895.an estimated accuracy of +/- 6 seconds.
 GX1895
 GX1895.The orthometric height was determined by differential leveling
 GX1895.and adjusted by the National Geodetic Survey in June 1991..
 GX1895
 GX1895.The geoid height was determined by GEOID03.
 GX1895
 GX1895.The dynamic height is computed by dividing the NAVD 88
 GX1895.geopotential number by the normal gravity value computed on the
 GX1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1895.degrees latitude (g = 980.6199 gals.).
 GX1895
 GX1895.The modeled gravity was interpolated from observed gravity values.
 GX1895
 GX1895;                    North         East    Units  Estimated Accuracy
 GX1895;SPC WV S     -    36,720.      536,610.      MT  (+/- 180 meters Scaled)
 GX1895
 GX1895                          SUPERSEDED SURVEY CONTROL
 GX1895
 GX1895  NGVD 29 (??/??/92)  409.466  (m)         1343.39   (f) ADJ UNCH    2 0
 GX1895
 GX1895.Superseded values are not recommended for survey control.
 GX1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1895.See file dsdata.txt to determine how the superseded data were derived.
 GX1895
 GX1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB366315(NAD 83)
 GX1895_MARKER: DB = BENCH MARK DISK
 GX1895_SETTING: 66 = SET IN ROCK OUTCROP
 GX1895_SP_SET: SET IN ROCK OUTCROP
 GX1895_STAMPING: G 179 1958
 GX1895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1895+STABILITY: POSITION/ELEVATION WELL
 GX1895
 GX1895  HISTORY     - Date     Condition        Report By
 GX1895  HISTORY     - 1958     MONUMENTED       CGS
 GX1895  HISTORY     - 20021120 MARK NOT FOUND   INDIV
 GX1895
 GX1895                          STATION DESCRIPTION
 GX1895
 GX1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1895'2 MI NW FROM SUSANNA.
 GX1895'2.05 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE NORFOLK
 GX1895'AND WESTERN RAILWAY OVERPASS OVER THE HIGHWAY AT SUSANNA, ALSO
 GX1895'ABOUT 0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE RAILWAY
 GX1895'STATION AT ENGLISH, ON THE SOUTH SLOPE OF A SHORT HILL, ABOUT
 GX1895'100 YARDS NORTHEAST OF AND ACROSS THE HIGHWAY AND THE NORFOLK
 GX1895'AND WESTERN RAILWAY TRACK FROM SIGNAL 80 L-S, SET VERTICALLY
 GX1895'IN THE WEST FACE OF A ROCK CUT, 15 FEET EAST OF CENTER LINE
 GX1895'OF HIGHWAY, 72 FEET NORTH OF THE SOUTH END OF THE ROCK, AND
 GX1895'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX1895
 GX1895                          STATION RECOVERY (2002)
 GX1895
 GX1895'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 GX1895'ROAD LOOKS TO HAVE BEEN WIDENED DESTROYING MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0348 ***********************************************************************
 JW0348  DESIGNATION -  G 18
 JW0348  PID         -  JW0348
 JW0348  STATE/COUNTY-  WV/HAMPSHIRE
 JW0348  USGS QUAD   -  ROMNEY (1979)
 JW0348
 JW0348                         *CURRENT SURVEY CONTROL
 JW0348  ___________________________________________________________________
 JW0348* NAD 83(1986)-  39 20 30.     (N)    078 45 20.     (W)     SCALED    
 JW0348* NAVD 88     -       254.983  (meters)     836.56   (feet)  ADJUSTED  
 JW0348  ___________________________________________________________________
 JW0348  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JW0348  DYNAMIC HT  -         254.827 (meters)     836.04  (feet)  COMP
 JW0348  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 JW0348
 JW0348  VERT ORDER  -  SECOND    CLASS 0
 JW0348
 JW0348.The horizontal coordinates were scaled from a topographic map and have
 JW0348.an estimated accuracy of +/- 6 seconds.
 JW0348
 JW0348.The orthometric height was determined by differential leveling
 JW0348.and adjusted by the National Geodetic Survey in June 1991..
 JW0348
 JW0348.The geoid height was determined by GEOID03.
 JW0348
 JW0348.The dynamic height is computed by dividing the NAVD 88
 JW0348.geopotential number by the normal gravity value computed on the
 JW0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0348.degrees latitude (g = 980.6199 gals.).
 JW0348
 JW0348.The modeled gravity was interpolated from observed gravity values.
 JW0348
 JW0348;                    North         East    Units  Estimated Accuracy
 JW0348;SPC WV N     -    93,710.      664,170.      MT  (+/- 180 meters Scaled)
 JW0348
 JW0348                          SUPERSEDED SURVEY CONTROL
 JW0348
 JW0348  NGVD 29 (??/??/92)  255.152  (m)          837.11   (f) ADJ UNCH    2 0
 JW0348
 JW0348.Superseded values are not recommended for survey control.
 JW0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0348.See file dsdata.txt to determine how the superseded data were derived.
 JW0348
 JW0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD934570(NAD 83)
 JW0348_MARKER: DB = BENCH MARK DISK
 JW0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0348_SP_SET: BUILDING
 JW0348_STAMPING: G 18 1934
 JW0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0348
 JW0348  HISTORY     - Date     Condition        Report By
 JW0348  HISTORY     - 1934     MONUMENTED       CGS
 JW0348
 JW0348                          STATION DESCRIPTION
 JW0348
 JW0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0348'AT ROMNEY.
 JW0348'AT ROMNEY, HAMPSHIRE COUNTY, ON U.S. HIGHWAY 50, IN THE TOP OF
 JW0348'THE CONCRETE BASE OF THE BRICK COLUMN BETWEEN THE POST OFFICE AND
 JW0348'THE BANK OF ROMNEY, ABOUT 11 YARDS SOUTH OF THE CENTER LINE OF
 JW0348'THE HIGHWAY, AND 2 FEET HIGHER THAN THE SIDEWALK.  A STANDARD
 JW0348'DISK, STAMPED G 18 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2149 ***********************************************************************
 GX2149  DESIGNATION -  G 180
 GX2149  PID         -  GX2149
 GX2149  STATE/COUNTY-  WV/WYOMING
 GX2149  USGS QUAD   -  MATHENY (1976)
 GX2149
 GX2149                         *CURRENT SURVEY CONTROL
 GX2149  ___________________________________________________________________
 GX2149* NAD 83(1986)-  37 42 27.     (N)    081 36 13.     (W)     SCALED    
 GX2149* NAVD 88     -       409.337  (meters)    1342.97   (feet)  ADJUSTED  
 GX2149  ___________________________________________________________________
 GX2149  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX2149  DYNAMIC HT  -         409.010 (meters)    1341.89  (feet)  COMP
 GX2149  MODELED GRAV-     979,819.6   (mgal)                       NAVD 88
 GX2149
 GX2149  VERT ORDER  -  SECOND    CLASS 0
 GX2149
 GX2149.The horizontal coordinates were scaled from a topographic map and have
 GX2149.an estimated accuracy of +/- 6 seconds.
 GX2149
 GX2149.The orthometric height was determined by differential leveling
 GX2149.and adjusted by the National Geodetic Survey in June 1991..
 GX2149
 GX2149.The geoid height was determined by GEOID03.
 GX2149
 GX2149.The dynamic height is computed by dividing the NAVD 88
 GX2149.geopotential number by the normal gravity value computed on the
 GX2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2149.degrees latitude (g = 980.6199 gals.).
 GX2149
 GX2149.The modeled gravity was interpolated from observed gravity values.
 GX2149
 GX2149;                    North         East    Units  Estimated Accuracy
 GX2149;SPC WV S     -    78,700.      546,780.      MT  (+/- 180 meters Scaled)
 GX2149
 GX2149                          SUPERSEDED SURVEY CONTROL
 GX2149
 GX2149  NGVD 29 (??/??/92)  409.499  (m)         1343.50   (f) ADJ UNCH    2 0
 GX2149
 GX2149.Superseded values are not recommended for survey control.
 GX2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2149.See file dsdata.txt to determine how the superseded data were derived.
 GX2149
 GX2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB467735(NAD 83)
 GX2149_MARKER: DB = BENCH MARK DISK
 GX2149_SETTING: 66 = SET IN ROCK OUTCROP
 GX2149_SP_SET: ROCK
 GX2149_STAMPING: G 180 1958
 GX2149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2149+STABILITY: POSITION/ELEVATION WELL
 GX2149
 GX2149  HISTORY     - Date     Condition        Report By
 GX2149  HISTORY     - 1958     MONUMENTED       CGS
 GX2149  HISTORY     - 20030202 GOOD             INDIV
 GX2149
 GX2149                          STATION DESCRIPTION
 GX2149
 GX2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2149'3 MI SW FROM KOPPERSTON.
 GX2149'ABOUT 3.0 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE
 GX2149'SCHOOL AT KOPPERSTON, 0.55 MILE SOUTH OF A ROAD JUNCTION AT TONEY
 GX2149'FORK, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING SOUTHEAST
 GX2149'AND NORTHEAST, SET VERTICALLY IN THE EAST FACE OF A LONG ROCK,
 GX2149'19 FEET WEST OF CENTER LINE OF ROAD, 54 FEET NORTH OF THE WEST
 GX2149'END OF A 24-INCH PIPE CULVERT WITH A STONE HEAD WALL, 75 FEET
 GX2149'SOUTH OF THE PROLONGATION OF THE CENTER LINE OF A DRIVE LEADING
 GX2149'EAST TO A HOUSE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2149'NOTE-- THIS MARK CAN BE REACHED BY GOING 0.9 MILE SOUTHEAST ALONG
 GX2149'STATE HIGHWAY 10 FROM THE METHODIST CHURCH AT OCEANA, THENCE 1.8
 GX2149'MILES NORTHEAST ALONG A BLACK TOP ROAD TO TONEY FORK.
 GX2149
 GX2149                          STATION RECOVERY (2003)
 GX2149
 GX2149'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1213 ***********************************************************************
 GX1213  DESIGNATION -  G 181
 GX1213  PID         -  GX1213
 GX1213  STATE/COUNTY-  WV/WYOMING
 GX1213  USGS QUAD   -  MULLENS (1976)
 GX1213
 GX1213                         *CURRENT SURVEY CONTROL
 GX1213  ___________________________________________________________________
 GX1213* NAD 83(1986)-  37 35 39.     (N)    081 22 39.     (W)     SCALED    
 GX1213* NAVD 88     -       448.193  (meters)    1470.45   (feet)  ADJUSTED  
 GX1213  ___________________________________________________________________
 GX1213  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX1213  DYNAMIC HT  -         447.827 (meters)    1469.25  (feet)  COMP
 GX1213  MODELED GRAV-     979,801.0   (mgal)                       NAVD 88
 GX1213
 GX1213  VERT ORDER  -  SECOND    CLASS 0
 GX1213
 GX1213.The horizontal coordinates were scaled from a topographic map and have
 GX1213.an estimated accuracy of +/- 6 seconds.
 GX1213
 GX1213.The orthometric height was determined by differential leveling
 GX1213.and adjusted by the National Geodetic Survey in June 1991..
 GX1213
 GX1213.The geoid height was determined by GEOID03.
 GX1213
 GX1213.The dynamic height is computed by dividing the NAVD 88
 GX1213.geopotential number by the normal gravity value computed on the
 GX1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1213.degrees latitude (g = 980.6199 gals.).
 GX1213
 GX1213.The modeled gravity was interpolated from observed gravity values.
 GX1213
 GX1213;                    North         East    Units  Estimated Accuracy
 GX1213;SPC WV S     -    66,010.      566,660.      MT  (+/- 180 meters Scaled)
 GX1213
 GX1213                          SUPERSEDED SURVEY CONTROL
 GX1213
 GX1213  NGVD 29 (??/??/92)  448.351  (m)         1470.96   (f) ADJ UNCH    2 0
 GX1213
 GX1213.Superseded values are not recommended for survey control.
 GX1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1213.See file dsdata.txt to determine how the superseded data were derived.
 GX1213
 GX1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB666608(NAD 83)
 GX1213_MARKER: DB = BENCH MARK DISK
 GX1213_SETTING: 66 = SET IN ROCK OUTCROP
 GX1213_SP_SET: ROCK CUT
 GX1213_STAMPING: G 181 1958
 GX1213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1213+STABILITY: POSITION/ELEVATION WELL
 GX1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX1213+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2000
 GX1213
 GX1213  HISTORY     - Date     Condition        Report By
 GX1213  HISTORY     - 1958     MONUMENTED       CGS
 GX1213  HISTORY     - 20000408 GOOD             LOCSUR
 GX1213
 GX1213                          STATION DESCRIPTION
 GX1213
 GX1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1213'1 MI N FROM MULLENS.
 GX1213'ABOUT 0.95 MILE NORTH ALONG A BLACK TOP ROAD TO MABEN FROM THE
 GX1213'JUNCTION OF STATE HIGHWAY 16 AT MULLENS, ABOUT 0.4 MILE NORTHEAST
 GX1213'OF MULLENS HIGH SCHOOL, IN THE NORTHEAST EDGE OF MULLENS, ABOUT
 GX1213'68 YARDS NORTHEAST OF THE CROSSING OF THE VIRGINIAN RAILWAY, SET
 GX1213'VERTICALLY IN THE NORTHWEST FACE OF A ROCK CUT, 27 FEET SOUTHEAST
 GX1213'OF CENTER LINE OF ROAD, 78 FEET SOUTH OF THE EAST CORNER OF A
 GX1213'65-FOOT BRIDGE OVER SLAB FORK CREEK, AND ABOUT 4 1/2 FEET ABOVE
 GX1213'THE LEVEL OF THE ROAD.
 GX1213
 GX1213                          STATION RECOVERY (2000)
 GX1213
 GX1213'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (TS)
 GX1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1333 ***********************************************************************
 GX1333  DESIGNATION -  G 182
 GX1333  PID         -  GX1333
 GX1333  STATE/COUNTY-  WV/MCDOWELL
 GX1333  USGS QUAD   -  ANAWALT (1977)
 GX1333
 GX1333                         *CURRENT SURVEY CONTROL
 GX1333  ___________________________________________________________________
 GX1333* NAD 83(1986)-  37 22 04.     (N)    081 25 34.     (W)     SCALED    
 GX1333* NAVD 88     -       619.264  (meters)    2031.70   (feet)  ADJUSTED  
 GX1333  ___________________________________________________________________
 GX1333  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GX1333  DYNAMIC HT  -         618.728 (meters)    2029.94  (feet)  COMP
 GX1333  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 GX1333
 GX1333  VERT ORDER  -  SECOND    CLASS 0
 GX1333
 GX1333.The horizontal coordinates were scaled from a topographic map and have
 GX1333.an estimated accuracy of +/- 6 seconds.
 GX1333
 GX1333.The orthometric height was determined by differential leveling
 GX1333.and adjusted by the National Geodetic Survey in June 1991..
 GX1333
 GX1333.The geoid height was determined by GEOID03.
 GX1333
 GX1333.The dynamic height is computed by dividing the NAVD 88
 GX1333.geopotential number by the normal gravity value computed on the
 GX1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1333.degrees latitude (g = 980.6199 gals.).
 GX1333
 GX1333.The modeled gravity was interpolated from observed gravity values.
 GX1333
 GX1333;                    North         East    Units  Estimated Accuracy
 GX1333;SPC WV S     -    40,910.      562,250.      MT  (+/- 180 meters Scaled)
 GX1333
 GX1333                          SUPERSEDED SURVEY CONTROL
 GX1333
 GX1333  NGVD 29 (??/??/92)  619.396  (m)         2032.13   (f) ADJ UNCH    2 0
 GX1333
 GX1333.Superseded values are not recommended for survey control.
 GX1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1333.See file dsdata.txt to determine how the superseded data were derived.
 GX1333
 GX1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB622357(NAD 83)
 GX1333_MARKER: DB = BENCH MARK DISK
 GX1333_SETTING: 66 = SET IN ROCK OUTCROP
 GX1333_SP_SET: ROCK CUT
 GX1333_STAMPING: G 182 1958
 GX1333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1333+STABILITY: POSITION/ELEVATION WELL
 GX1333
 GX1333  HISTORY     - Date     Condition        Report By
 GX1333  HISTORY     - 1958     MONUMENTED       CGS
 GX1333
 GX1333                          STATION DESCRIPTION
 GX1333
 GX1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1333'3.6 MI S FROM UPLAND.
 GX1333'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE ELKHORN
 GX1333'DISTRICT HIGH SCHOOL AT UPLAND, THENCE 2.5 MILES SOUTHWEST ALONG
 GX1333'A BLACK TOP ROAD TO GARY, ON THE SOUTHWEST SLOPE OF A CROOKED
 GX1333'GRADE, ALONG A SHORT NORTH-SOUTH TANGENT BETWEEN CURVES WITH
 GX1333'TANGENTS EXTENDING WEST AND EAST AND EAST AND SOUTHWEST, IN
 GX1333'THE TOP OF A V SHAPED LEDGE 2-FEET LONG AND 1-FOOT WIDE ALONG
 GX1333'THE SOUTH FACE OF A ROCK CUT, 15 FEET NORTH OF CENTER LINE OF
 GX1333'ROAD, 129 FEET EAST OF THE NORTH END OF A 24-INCH PIPE CULVERT
 GX1333'IN A RAVINE, 68 FEET EAST OF THE WEST END OF THE ROCK, AND ABOUT
 GX1333'3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1203 ***********************************************************************
 GX1203  DESIGNATION -  G 183
 GX1203  PID         -  GX1203
 GX1203  STATE/COUNTY-  WV/RALEIGH
 GX1203  USGS QUAD   -  ARNETT (1989)
 GX1203
 GX1203                         *CURRENT SURVEY CONTROL
 GX1203  ___________________________________________________________________
 GX1203* NAD 83(1986)-  37 45 44.     (N)    081 24 27.     (W)     SCALED    
 GX1203* NAVD 88     -       604.007  (meters)    1981.65   (feet)  ADJUSTED  
 GX1203  ___________________________________________________________________
 GX1203  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX1203  DYNAMIC HT  -         603.528 (meters)    1980.07  (feet)  COMP
 GX1203  MODELED GRAV-     979,816.8   (mgal)                       NAVD 88
 GX1203
 GX1203  VERT ORDER  -  SECOND    CLASS 0
 GX1203
 GX1203.The horizontal coordinates were scaled from a topographic map and have
 GX1203.an estimated accuracy of +/- 6 seconds.
 GX1203
 GX1203.The orthometric height was determined by differential leveling
 GX1203.and adjusted by the National Geodetic Survey in June 1991..
 GX1203
 GX1203.The geoid height was determined by GEOID03.
 GX1203
 GX1203.The dynamic height is computed by dividing the NAVD 88
 GX1203.geopotential number by the normal gravity value computed on the
 GX1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1203.degrees latitude (g = 980.6199 gals.).
 GX1203
 GX1203.The modeled gravity was interpolated from observed gravity values.
 GX1203
 GX1203;                    North         East    Units  Estimated Accuracy
 GX1203;SPC WV S     -    84,680.      564,100.      MT  (+/- 180 meters Scaled)
 GX1203
 GX1203                          SUPERSEDED SURVEY CONTROL
 GX1203
 GX1203  NGVD 29 (??/??/92)  604.180  (m)         1982.21   (f) ADJ UNCH    2 0
 GX1203
 GX1203.Superseded values are not recommended for survey control.
 GX1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1203.See file dsdata.txt to determine how the superseded data were derived.
 GX1203
 GX1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB641795(NAD 83)
 GX1203_MARKER: DB = BENCH MARK DISK
 GX1203_SETTING: 0 = UNSPECIFIED SETTING
 GX1203_STAMPING: G 183 1958
 GX1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1203
 GX1203  HISTORY     - Date     Condition        Report By
 GX1203  HISTORY     - 1958     MONUMENTED       CGS
 GX1203
 GX1203                          STATION DESCRIPTION
 GX1203
 GX1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1203'4.2 MI SW FROM GLEN DANIEL.
 GX1203'ABOUT 4.25 MILES SOUTHWEST ALONG A BLACK TOP ROAD TO GLEN
 GX1203'MORRISON FROM THE POST OFFICE AT GLEN DANIEL, 0.25 MILE WEST OF
 GX1203'THE JUNCTION OF A BLACK TOP ROAD LEADING NORTH, AT BOLT, ABOUT
 GX1203'100 YARDS WEST OF THE CHURCH OF GOD, 37 1/2 FEET NORTH OF CENTER
 GX1203'LINE OF ROAD, 64 FEET WEST OF THE NORTH END OF A 4-FOOT PIPE
 GX1203'CULVERT, 15 1/2 FEET NORTHEAST OF A 40-INCH OAK TREE, 8 FEET
 GX1203'WEST OF A T FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET
 GX1203'WEST OF A WITNESS POST, AND ABOUT 4 FEET BELOW THE LEVEL OF
 GX1203'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2046 ***********************************************************************
 GX2046  DESIGNATION -  G 184
 GX2046  PID         -  GX2046
 GX2046  STATE/COUNTY-  WV/MCDOWELL
 GX2046  USGS QUAD   -  GARY (1977)
 GX2046
 GX2046                         *CURRENT SURVEY CONTROL
 GX2046  ___________________________________________________________________
 GX2046* NAD 83(1986)-  37 18 18.     (N)    081 31 44.     (W)     SCALED    
 GX2046* NAVD 88     -       765.225  (meters)    2510.58   (feet)  ADJUSTED  
 GX2046  ___________________________________________________________________
 GX2046  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX2046  DYNAMIC HT  -         764.577 (meters)    2508.45  (feet)  COMP
 GX2046  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 GX2046
 GX2046  VERT ORDER  -  SECOND    CLASS 0
 GX2046
 GX2046.The horizontal coordinates were scaled from a topographic map and have
 GX2046.an estimated accuracy of +/- 6 seconds.
 GX2046
 GX2046.The orthometric height was determined by differential leveling
 GX2046.and adjusted by the National Geodetic Survey in June 1991..
 GX2046
 GX2046.The geoid height was determined by GEOID03.
 GX2046
 GX2046.The dynamic height is computed by dividing the NAVD 88
 GX2046.geopotential number by the normal gravity value computed on the
 GX2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2046.degrees latitude (g = 980.6199 gals.).
 GX2046
 GX2046.The modeled gravity was interpolated from observed gravity values.
 GX2046
 GX2046;                    North         East    Units  Estimated Accuracy
 GX2046;SPC WV S     -    33,990.      553,110.      MT  (+/- 180 meters Scaled)
 GX2046
 GX2046                          SUPERSEDED SURVEY CONTROL
 GX2046
 GX2046  NGVD 29 (??/??/92)  765.378  (m)         2511.08   (f) ADJ UNCH    2 0
 GX2046
 GX2046.Superseded values are not recommended for survey control.
 GX2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2046.See file dsdata.txt to determine how the superseded data were derived.
 GX2046
 GX2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB531288(NAD 83)
 GX2046_MARKER: DB = BENCH MARK DISK
 GX2046_SETTING: 80 = SET IN A BOULDER
 GX2046_STAMPING: G 184 1958
 GX2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2046+STABILITY: SURFACE MOTION
 GX2046
 GX2046  HISTORY     - Date     Condition        Report By
 GX2046  HISTORY     - 1958     MONUMENTED       CGS
 GX2046
 GX2046                          STATION DESCRIPTION
 GX2046
 GX2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2046'2.8 MI SE FROM FILBERT.
 GX2046'2.75 MILES SOUTHEAST ALONG A MOUNTAIN ROAD FROM A MINE RAILROAD
 GX2046'OVERPASS AT FILBERT, ABOUT 100 YARDS NORTHEAST OF A DRIVE LEADING
 GX2046'NORTH TO THE SANDLICK SPORTSMENS CLUB, IN TOP OF THE SOUTH CORNER
 GX2046'OF A ROUNDED BOULDER AT THE BASE OF A LARGE ROCK CUT, 23 FEET
 GX2046'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET ABOVE
 GX2046'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2111 ***********************************************************************
 GX2111  DESIGNATION -  G 185
 GX2111  PID         -  GX2111
 GX2111  STATE/COUNTY-  WV/BOONE
 GX2111  USGS QUAD   -  WHARTON (1988)
 GX2111
 GX2111                         *CURRENT SURVEY CONTROL
 GX2111  ___________________________________________________________________
 GX2111* NAD 83(1986)-  37 58 44.     (N)    081 42 57.     (W)     SCALED    
 GX2111* NAVD 88     -       246.817  (meters)     809.77   (feet)  ADJUSTED  
 GX2111  ___________________________________________________________________
 GX2111  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GX2111  DYNAMIC HT  -         246.636 (meters)     809.17  (feet)  COMP
 GX2111  MODELED GRAV-     979,893.1   (mgal)                       NAVD 88
 GX2111
 GX2111  VERT ORDER  -  SECOND    CLASS 0
 GX2111
 GX2111.The horizontal coordinates were scaled from a topographic map and have
 GX2111.an estimated accuracy of +/- 6 seconds.
 GX2111
 GX2111.The orthometric height was determined by differential leveling
 GX2111.and adjusted by the National Geodetic Survey in June 1991..
 GX2111
 GX2111.The geoid height was determined by GEOID03.
 GX2111
 GX2111.The dynamic height is computed by dividing the NAVD 88
 GX2111.geopotential number by the normal gravity value computed on the
 GX2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2111.degrees latitude (g = 980.6199 gals.).
 GX2111
 GX2111.The modeled gravity was interpolated from observed gravity values.
 GX2111
 GX2111;                    North         East    Units  Estimated Accuracy
 GX2111;SPC WV S     -   108,890.      537,110.      MT  (+/- 180 meters Scaled)
 GX2111
 GX2111                          SUPERSEDED SURVEY CONTROL
 GX2111
 GX2111  NGVD 29 (??/??/92)  247.023  (m)          810.44   (f) ADJ UNCH    2 0
 GX2111
 GX2111.Superseded values are not recommended for survey control.
 GX2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2111.See file dsdata.txt to determine how the superseded data were derived.
 GX2111
 GX2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC371037(NAD 83)
 GX2111_MARKER: DB = BENCH MARK DISK
 GX2111_SETTING: 66 = SET IN ROCK OUTCROP
 GX2111_SP_SET: ROCK CUT
 GX2111_STAMPING: G 185 1958
 GX2111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2111+STABILITY: POSITION/ELEVATION WELL
 GX2111
 GX2111  HISTORY     - Date     Condition        Report By
 GX2111  HISTORY     - 1958     MONUMENTED       CGS
 GX2111  HISTORY     - 1973     GOOD             LOCENG
 GX2111
 GX2111                          STATION DESCRIPTION
 GX2111
 GX2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2111'0.7 MI NW FROM VAN.
 GX2111'ABOUT 0.7 MILE NORTHWEST ALONG STATE HIGHWAY 79 FROM THE JUNCTION
 GX2111'OF STATE HIGHWAY 78 AT VAN, 0.7 MILE NORTHWEST OF THE STEEL
 GX2111'BRIDGE OVER POND FORK AT VAN, SET VERTICALLY IN THE WEST FACE OF
 GX2111'2-FOOT HIGH BOTTOM OF ROCK IN 12-FOOT HIGH ROCK CUT, 1.3 FEET
 GX2111'ABOVE THE GROUND, 42 YARDS NORTHEAST OF THE CROSSING OF THE
 GX2111'CHESAPEAKE AND OHIO RAILWAY, 104 YARDS NORTH-NORTHEAST OF
 GX2111'RAILWAY MILE POST 11, 24 FEET EAST-SOUTHEAST OF CENTER LINE OF
 GX2111'HIGHWAY, 18 1/2 FEET SOUTH OF POWER LINE AND CABLE LINE POLE
 GX2111'10 - 277 595 D 5, 102 FEET SOUTH OF THE CENTER OF THE EAST END
 GX2111'OF A 15-INCH PIPE CULVERT WITH CONCRETE HEAD WALL UNDER THE
 GX2111'HIGHWAY, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2111
 GX2111                          STATION RECOVERY (1973)
 GX2111
 GX2111'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2245 ***********************************************************************
 HX2245  DESIGNATION -  G 186
 HX2245  PID         -  HX2245
 HX2245  STATE/COUNTY-  WV/BOONE
 HX2245  USGS QUAD   -  MADISON (1976)
 HX2245
 HX2245                         *CURRENT SURVEY CONTROL
 HX2245  ___________________________________________________________________
 HX2245* NAD 83(1986)-  38 01 30.     (N)    081 46 26.     (W)     SCALED    
 HX2245* NAVD 88     -       222.359  (meters)     729.52   (feet)  ADJUSTED  
 HX2245  ___________________________________________________________________
 HX2245  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HX2245  DYNAMIC HT  -         222.197 (meters)     728.99  (feet)  COMP
 HX2245  MODELED GRAV-     979,893.6   (mgal)                       NAVD 88
 HX2245
 HX2245  VERT ORDER  -  SECOND    CLASS 0
 HX2245
 HX2245.The horizontal coordinates were scaled from a topographic map and have
 HX2245.an estimated accuracy of +/- 6 seconds.
 HX2245
 HX2245.The orthometric height was determined by differential leveling
 HX2245.and adjusted by the National Geodetic Survey in June 1991..
 HX2245
 HX2245.The geoid height was determined by GEOID03.
 HX2245
 HX2245.The dynamic height is computed by dividing the NAVD 88
 HX2245.geopotential number by the normal gravity value computed on the
 HX2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2245.degrees latitude (g = 980.6199 gals.).
 HX2245
 HX2245.The modeled gravity was interpolated from observed gravity values.
 HX2245
 HX2245;                    North         East    Units  Estimated Accuracy
 HX2245;SPC WV S     -   114,050.      532,060.      MT  (+/- 180 meters Scaled)
 HX2245
 HX2245                          SUPERSEDED SURVEY CONTROL
 HX2245
 HX2245  NGVD 29 (??/??/92)  222.564  (m)          730.20   (f) ADJ UNCH    2 0
 HX2245
 HX2245.Superseded values are not recommended for survey control.
 HX2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2245.See file dsdata.txt to determine how the superseded data were derived.
 HX2245
 HX2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC320088(NAD 83)
 HX2245_MARKER: DB = BENCH MARK DISK
 HX2245_SETTING: 66 = SET IN ROCK OUTCROP
 HX2245_SP_SET: ROCK CUT
 HX2245_STAMPING: G 186 1958
 HX2245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2245+STABILITY: POSITION/ELEVATION WELL
 HX2245
 HX2245  HISTORY     - Date     Condition        Report By
 HX2245  HISTORY     - 1958     MONUMENTED       CGS
 HX2245  HISTORY     - 1973     GOOD             LOCENG
 HX2245
 HX2245                          STATION DESCRIPTION
 HX2245
 HX2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2245'4.6 MI SE FROM MADISON.
 HX2245'ABOUT 4.55 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE
 HX2245'JUNCTION OF U.S. HIGHWAY 119 AT MADISON, 0.85 MILE SOUTHEAST
 HX2245'OF 15-FOOT CONCRETE BRIDGE OVER JARRELL BRANCH AT UNEEDA, 0.1
 HX2245'MILE EAST OF THE MOUTH OF GRIFFITH BRANCH FROM THE SOUTHWEST,
 HX2245'SET VERTICALLY IN THE SOUTHWEST FACE OF SOLID 10-FOOT HIGH ROCK
 HX2245'IN CUT, 4 1/2 FEET ABOVE THE GROUND, 28 FEET NORTHEAST OF CENTER
 HX2245'LINE OF HIGHWAY, 10 1/2 FEET NORTH OF THE NORTHWEST END OF THE
 HX2245'NORTHEAST CONCRETE HEAD WALL FOR A 20-INCH PIPE CULVERT, 41
 HX2245'FEET NORTHWEST OF TELEPHONE CABLE POLE 121, AND ABOUT 3 1/2 FEET
 HX2245'ABOVE THE LEVEL OF THE HIGHWAY.
 HX2245
 HX2245                          STATION RECOVERY (1973)
 HX2245
 HX2245'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2245'0.1 MILE S.E. OF ROAD TO QUINLAND CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2161 ***********************************************************************
 HX2161  DESIGNATION -  G 187
 HX2161  PID         -  HX2161
 HX2161  STATE/COUNTY-  WV/BOONE
 HX2161  USGS QUAD   -  RACINE (1976)
 HX2161
 HX2161                         *CURRENT SURVEY CONTROL
 HX2161  ___________________________________________________________________
 HX2161* NAD 83(1986)-  38 08 12.     (N)    081 38 47.     (W)     SCALED    
 HX2161* NAVD 88     -       210.846  (meters)     691.75   (feet)  ADJUSTED  
 HX2161  ___________________________________________________________________
 HX2161  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HX2161  DYNAMIC HT  -         210.693 (meters)     691.25  (feet)  COMP
 HX2161  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 HX2161
 HX2161  VERT ORDER  -  SECOND    CLASS 0
 HX2161
 HX2161.The horizontal coordinates were scaled from a topographic map and have
 HX2161.an estimated accuracy of +/- 6 seconds.
 HX2161
 HX2161.The orthometric height was determined by differential leveling
 HX2161.and adjusted by the National Geodetic Survey in June 1991..
 HX2161
 HX2161.The geoid height was determined by GEOID03.
 HX2161
 HX2161.The dynamic height is computed by dividing the NAVD 88
 HX2161.geopotential number by the normal gravity value computed on the
 HX2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2161.degrees latitude (g = 980.6199 gals.).
 HX2161
 HX2161.The modeled gravity was interpolated from observed gravity values.
 HX2161
 HX2161;                    North         East    Units  Estimated Accuracy
 HX2161;SPC WV S     -   126,350.      543,340.      MT  (+/- 180 meters Scaled)
 HX2161
 HX2161                          SUPERSEDED SURVEY CONTROL
 HX2161
 HX2161  NGVD 29 (??/??/92)  211.056  (m)          692.44   (f) ADJ UNCH    2 0
 HX2161
 HX2161.Superseded values are not recommended for survey control.
 HX2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2161.See file dsdata.txt to determine how the superseded data were derived.
 HX2161
 HX2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC433211(NAD 83)
 HX2161_MARKER: DB = BENCH MARK DISK
 HX2161_SETTING: 66 = SET IN ROCK OUTCROP
 HX2161_SP_SET: ROCK CUT
 HX2161_STAMPING: G 187 1958
 HX2161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2161+STABILITY: POSITION/ELEVATION WELL
 HX2161
 HX2161  HISTORY     - Date     Condition        Report By
 HX2161  HISTORY     - 1958     MONUMENTED       CGS
 HX2161  HISTORY     - 1965     MARK NOT FOUND   NGS
 HX2161  HISTORY     - 1973     GOOD             LOCENG
 HX2161
 HX2161                          STATION DESCRIPTION
 HX2161
 HX2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2161'1 MI S FROM RACINE.
 HX2161'ABOUT 1.0 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2161'FROM THE FLAG STATION AT RACINE, 0.4 MILE SOUTHWEST OF
 HX2161'MILE POST 17, SET VERTICALLY IN THE NORTHWEST FACE OF A
 HX2161'1 1/2-FOOT HIGH AND 4 1/2-FOOT WIDE SOLID ROCK IN A 12-FOOT
 HX2161'HIGH SHALE ROCK CUT, 1 1/2 FEET ABOVE THE GROUND, 9 FEET SOUTHEAST
 HX2161'OF THE SOUTHEAST RAIL, AT THE SOUTHWEST END OF A CURVE WITH
 HX2161'TANGENTS EXTENDING SOUTHWEST AND NORTH, 90 YARDS NORTHEAST OF
 HX2161'A LOW STONE CULVERT UNDER FILL FOR A CREEK BRANCH, 85 YARDS
 HX2161'NORTHEAST OF THE SOUTHWEST END OF CUT AND NORTHEAST END OF FILL
 HX2161'OVER CREEK BRANCH, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.
 HX2161
 HX2161                          STATION RECOVERY (1965)
 HX2161
 HX2161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HX2161'MARK NOT FOUND.
 HX2161
 HX2161                          STATION RECOVERY (1973)
 HX2161
 HX2161'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2117 ***********************************************************************
 GX2117  DESIGNATION -  G 188
 GX2117  PID         -  GX2117
 GX2117  STATE/COUNTY-  WV/BOONE
 GX2117  USGS QUAD   -  WHARTON (1988)
 GX2117
 GX2117                         *CURRENT SURVEY CONTROL
 GX2117  ___________________________________________________________________
 GX2117* NAD 83(1986)-  37 56 18.     (N)    081 42 11.     (W)     SCALED    
 GX2117* NAVD 88     -       267.312  (meters)     877.01   (feet)  ADJUSTED  
 GX2117  ___________________________________________________________________
 GX2117  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GX2117  DYNAMIC HT  -         267.116 (meters)     876.36  (feet)  COMP
 GX2117  MODELED GRAV-     979,889.8   (mgal)                       NAVD 88
 GX2117
 GX2117  VERT ORDER  -  SECOND    CLASS 0
 GX2117
 GX2117.The horizontal coordinates were scaled from a topographic map and have
 GX2117.an estimated accuracy of +/- 6 seconds.
 GX2117
 GX2117.The orthometric height was determined by differential leveling
 GX2117.and adjusted by the National Geodetic Survey in June 1991..
 GX2117
 GX2117.The geoid height was determined by GEOID03.
 GX2117
 GX2117.The dynamic height is computed by dividing the NAVD 88
 GX2117.geopotential number by the normal gravity value computed on the
 GX2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2117.degrees latitude (g = 980.6199 gals.).
 GX2117
 GX2117.The modeled gravity was interpolated from observed gravity values.
 GX2117
 GX2117;                    North         East    Units  Estimated Accuracy
 GX2117;SPC WV S     -   104,380.      538,200.      MT  (+/- 180 meters Scaled)
 GX2117
 GX2117                          SUPERSEDED SURVEY CONTROL
 GX2117
 GX2117  NGVD 29 (??/??/92)  267.517  (m)          877.68   (f) ADJ UNCH    2 0
 GX2117
 GX2117.Superseded values are not recommended for survey control.
 GX2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2117.See file dsdata.txt to determine how the superseded data were derived.
 GX2117
 GX2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB382992(NAD 83)
 GX2117_MARKER: DB = BENCH MARK DISK
 GX2117_SETTING: 66 = SET IN ROCK OUTCROP
 GX2117_SP_SET: ROCK CUT
 GX2117_STAMPING: G 188 1958
 GX2117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2117+STABILITY: POSITION/ELEVATION WELL
 GX2117
 GX2117  HISTORY     - Date     Condition        Report By
 GX2117  HISTORY     - 1958     MONUMENTED       CGS
 GX2117  HISTORY     - 1973     GOOD             LOCENG
 GX2117
 GX2117                          STATION DESCRIPTION
 GX2117
 GX2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2117'3.8 MI SE FROM VAN.
 GX2117'ABOUT 3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE JUNCTION
 GX2117'OF STATE HIGHWAY 78 AT VAN, 0.65 MILE SOUTHEAST OF A SMALL
 GX2117'CONCRETE BRIDGE OVER CASEY CREEK, SET VERTICALLY IN THE EAST FACE
 GX2117'OF A 22-FOOT HIGH ROCK CUT AND NEAR THE CENTER OF THE CUT,
 GX2117'21 1/2 FEET WEST OF THE CENTER LINE OF HIGHWAY AND ON THE OUTSIDE
 GX2117'OF A SLIGHT CURVE, 54 1/2 FEET NORTHWEST OF AND ACROSS THE
 GX2117'HIGHWAY FROM TELEPHONE POLE 1-94, AND ABOUT 4 1/2 FEET ABOVE
 GX2117'THE LEVEL OF THE HIGHWAY.
 GX2117
 GX2117                          STATION RECOVERY (1973)
 GX2117
 GX2117'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2357 ***********************************************************************
 GX2357  DESIGNATION -  G 189
 GX2357  PID         -  GX2357
 GX2357  STATE/COUNTY-  WV/LOGAN
 GX2357  USGS QUAD   -  AMHERSTDALE (1989)
 GX2357
 GX2357                         *CURRENT SURVEY CONTROL
 GX2357  ___________________________________________________________________
 GX2357* NAD 83(1986)-  37 46 05.     (N)    081 50 11.     (W)     SCALED    
 GX2357* NAVD 88     -       255.388  (meters)     837.89   (feet)  ADJUSTED  
 GX2357  ___________________________________________________________________
 GX2357  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GX2357  DYNAMIC HT  -         255.197 (meters)     837.26  (feet)  COMP
 GX2357  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 GX2357
 GX2357  VERT ORDER  -  SECOND    CLASS 0
 GX2357
 GX2357.The horizontal coordinates were scaled from a topographic map and have
 GX2357.an estimated accuracy of +/- 6 seconds.
 GX2357
 GX2357.The orthometric height was determined by differential leveling
 GX2357.and adjusted by the National Geodetic Survey in June 1991..
 GX2357
 GX2357.The geoid height was determined by GEOID03.
 GX2357
 GX2357.The dynamic height is computed by dividing the NAVD 88
 GX2357.geopotential number by the normal gravity value computed on the
 GX2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2357.degrees latitude (g = 980.6199 gals.).
 GX2357
 GX2357.The modeled gravity was interpolated from observed gravity values.
 GX2357
 GX2357;                    North         East    Units  Estimated Accuracy
 GX2357;SPC WV S     -    85,580.      526,310.      MT  (+/- 180 meters Scaled)
 GX2357
 GX2357                          SUPERSEDED SURVEY CONTROL
 GX2357
 GX2357  NGVD 29 (??/??/92)  255.594  (m)          838.56   (f) ADJ UNCH    2 0
 GX2357
 GX2357.Superseded values are not recommended for survey control.
 GX2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2357.See file dsdata.txt to determine how the superseded data were derived.
 GX2357
 GX2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB263804(NAD 83)
 GX2357_MARKER: DB = BENCH MARK DISK
 GX2357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2357_SP_SET: BRIDGE
 GX2357_STAMPING: G 189 1958
 GX2357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2357
 GX2357  HISTORY     - Date     Condition        Report By
 GX2357  HISTORY     - 1958     MONUMENTED       CGS
 GX2357
 GX2357                          STATION DESCRIPTION
 GX2357
 GX2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2357'3.2 MI NE FROM MAN.
 GX2357'ABOUT 3.1 MILES NORTHEAST ALONG A BLACK TOP ROAD TO AMHERSTDALE
 GX2357'FROM HIGHWAY 10 BRIDGE OVER BUFFALO CREEK AT MAN, THENCE 0.05
 GX2357'MILE SOUTHEAST ALONG A ROAD INTO RIGHT FORK, AT ACCOVILLE, 61
 GX2357'YARDS SOUTHWEST OF CHESAPEAKE AND OHIO RAILWAY SIGN ACCOVILLE,
 GX2357'IN TOP OF THE NORTHWEST END OF THE LOWER PART OF BRIDGE SEAT
 GX2357'OF THE NORTHEAST CONCRETE ABUTMENT FOR RAILWAY BRIDGE 32 OVER
 GX2357'RIGHT FORK, AND ABOUT 3 FEET BELOW THE TRACK.  NOTE-- THIS MARK
 GX2357'CAN BE REACHED BY GOING ABOUT 2.10 MILES SOUTHWEST ALONG A BLACK
 GX2357'TOP ROAD TO MAN FROM THE BANK BUILDING AT AMHERSTDALE, THENCE
 GX2357'0.05 MILE SOUTHEAST ALONG A ROAD TO RIGHT FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2142 ***********************************************************************
 GX2142  DESIGNATION -  G 190
 GX2142  PID         -  GX2142
 GX2142  STATE/COUNTY-  WV/WYOMING
 GX2142  USGS QUAD   -  PILOT KNOB (1989)
 GX2142
 GX2142                         *CURRENT SURVEY CONTROL
 GX2142  ___________________________________________________________________
 GX2142* NAD 83(1986)-  37 45 40.     (N)    081 33 55.     (W)     SCALED    
 GX2142* NAVD 88     -       735.552  (meters)    2413.22   (feet)  ADJUSTED  
 GX2142  ___________________________________________________________________
 GX2142  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX2142  DYNAMIC HT  -         734.973 (meters)    2411.32  (feet)  COMP
 GX2142  MODELED GRAV-     979,816.5   (mgal)                       NAVD 88
 GX2142
 GX2142  VERT ORDER  -  SECOND    CLASS 0
 GX2142
 GX2142.The horizontal coordinates were scaled from a topographic map and have
 GX2142.an estimated accuracy of +/- 6 seconds.
 GX2142
 GX2142.The orthometric height was determined by differential leveling
 GX2142.and adjusted by the National Geodetic Survey in June 1991..
 GX2142
 GX2142.The geoid height was determined by GEOID03.
 GX2142
 GX2142.The dynamic height is computed by dividing the NAVD 88
 GX2142.geopotential number by the normal gravity value computed on the
 GX2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2142.degrees latitude (g = 980.6199 gals.).
 GX2142
 GX2142.The modeled gravity was interpolated from observed gravity values.
 GX2142
 GX2142;                    North         East    Units  Estimated Accuracy
 GX2142;SPC WV S     -    84,630.      550,190.      MT  (+/- 180 meters Scaled)
 GX2142
 GX2142                          SUPERSEDED SURVEY CONTROL
 GX2142
 GX2142  NGVD 29 (??/??/92)  735.718  (m)         2413.77   (f) ADJ UNCH    2 0
 GX2142
 GX2142.Superseded values are not recommended for survey control.
 GX2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2142.See file dsdata.txt to determine how the superseded data were derived.
 GX2142
 GX2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB502794(NAD 83)
 GX2142_MARKER: DB = BENCH MARK DISK
 GX2142_SETTING: 66 = SET IN ROCK OUTCROP
 GX2142_SP_SET: LAYERED CUT
 GX2142_STAMPING: G 190 1958
 GX2142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2142+STABILITY: POSITION/ELEVATION WELL
 GX2142
 GX2142  HISTORY     - Date     Condition        Report By
 GX2142  HISTORY     - 1958     MONUMENTED       CGS
 GX2142
 GX2142                          STATION DESCRIPTION
 GX2142
 GX2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2142'2.3 MI NE FROM KOPPERSTON.
 GX2142'ABOUT 0.8 MILE NORTHEAST ALONG A BLACK TOP ROAD FOLLOWING TONEY FORK
 GX2142'UPSTREAM FROM THE SCHOOL AT KOPPERSTON, THENCE 1.5 MILES NORTH
 GX2142'WEST AND NORTH ALONG A ROUGH GRAVELED ROAD LEADING ACROSS
 GX2142'WALNUT GAP AND INTO SKIN FORK AND TO BALD KNOB, SET VERTICALLY
 GX2142'IN THE SOUTHEAST FACE OF A 4-FOOT HIGH AND 10-FOOT WIDE
 GX2142'LAYERED CUT, 10 FEET NORTH-NORTHWEST OF CENTER LINE OF ROAD, AND
 GX2142'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.  ALSO 0.6 MILE
 GX2142'SOUTH OF THE SUMMIT OF WALNUT GAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1907 ***********************************************************************
 GX1907  DESIGNATION -  G 191
 GX1907  PID         -  GX1907
 GX1907  STATE/COUNTY-  WV/MCDOWELL
 GX1907  USGS QUAD   -  BRADSHAW (1977)
 GX1907
 GX1907                         *CURRENT SURVEY CONTROL
 GX1907  ___________________________________________________________________
 GX1907* NAD 83(1986)-  37 20 02.     (N)    081 48 47.     (W)     SCALED    
 GX1907* NAVD 88     -       389.950  (meters)    1279.36   (feet)  ADJUSTED  
 GX1907  ___________________________________________________________________
 GX1907  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX1907  DYNAMIC HT  -         389.630 (meters)    1278.31  (feet)  COMP
 GX1907  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 GX1907
 GX1907  VERT ORDER  -  SECOND    CLASS 0
 GX1907
 GX1907.The horizontal coordinates were scaled from a topographic map and have
 GX1907.an estimated accuracy of +/- 6 seconds.
 GX1907
 GX1907.The orthometric height was determined by differential leveling
 GX1907.and adjusted by the National Geodetic Survey in June 1991..
 GX1907
 GX1907.The geoid height was determined by GEOID03.
 GX1907
 GX1907.The dynamic height is computed by dividing the NAVD 88
 GX1907.geopotential number by the normal gravity value computed on the
 GX1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1907.degrees latitude (g = 980.6199 gals.).
 GX1907
 GX1907.The modeled gravity was interpolated from observed gravity values.
 GX1907
 GX1907;                    North         East    Units  Estimated Accuracy
 GX1907;SPC WV S     -    37,370.      527,950.      MT  (+/- 180 meters Scaled)
 GX1907
 GX1907                          SUPERSEDED SURVEY CONTROL
 GX1907
 GX1907  NGVD 29 (??/??/92)  390.125  (m)         1279.94   (f) ADJ UNCH    2 0
 GX1907
 GX1907.Superseded values are not recommended for survey control.
 GX1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1907.See file dsdata.txt to determine how the superseded data were derived.
 GX1907
 GX1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB279322(NAD 83)
 GX1907_MARKER: DB = BENCH MARK DISK
 GX1907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1907_SP_SET: BRIDGE
 GX1907_STAMPING: G 191 1958
 GX1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1907
 GX1907  HISTORY     - Date     Condition        Report By
 GX1907  HISTORY     - 1958     MONUMENTED       CGS
 GX1907
 GX1907                          STATION DESCRIPTION
 GX1907
 GX1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1907'1.6 MI SW FROM BRADSHAW.
 GX1907'1.65 MILES SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 GX1907'STATE HIGHWAY 80 AT BRADSHAW, IN THE TOP OF SOUTHWEST END OF
 GX1907'NORTHWEST CONCRETE HEAD WALL OF A 13-FOOT CONCRETE AND STONE
 GX1907'BRIDGE OVER MOUTH OF GROUNDHOG BRANCH, 16 FEET NORTHWEST OF CENTER
 GX1907'LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0720 ***********************************************************************
 GX0720  DESIGNATION -  G 192
 GX0720  PID         -  GX0720
 GX0720  STATE/COUNTY-  WV/SUMMERS
 GX0720  USGS QUAD   -  TALCOTT (1968)
 GX0720
 GX0720                         *CURRENT SURVEY CONTROL
 GX0720  ___________________________________________________________________
 GX0720* NAD 83(1986)-  37 39 37.     (N)    080 50 01.     (W)     SCALED    
 GX0720* NAVD 88     -       441.022  (meters)    1446.92   (feet)  ADJUSTED  
 GX0720  ___________________________________________________________________
 GX0720  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX0720  DYNAMIC HT  -         440.655 (meters)    1445.72  (feet)  COMP
 GX0720  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 GX0720
 GX0720  VERT ORDER  -  FIRST     CLASS II
 GX0720
 GX0720.The horizontal coordinates were scaled from a topographic map and have
 GX0720.an estimated accuracy of +/- 6 seconds.
 GX0720
 GX0720.The orthometric height was determined by differential leveling
 GX0720.and adjusted by the National Geodetic Survey in June 1991..
 GX0720
 GX0720.The geoid height was determined by GEOID03.
 GX0720
 GX0720.The dynamic height is computed by dividing the NAVD 88
 GX0720.geopotential number by the normal gravity value computed on the
 GX0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0720.degrees latitude (g = 980.6199 gals.).
 GX0720
 GX0720.The modeled gravity was interpolated from observed gravity values.
 GX0720
 GX0720;                    North         East    Units  Estimated Accuracy
 GX0720;SPC WV S     -    73,300.      614,680.      MT  (+/- 180 meters Scaled)
 GX0720
 GX0720                          SUPERSEDED SURVEY CONTROL
 GX0720
 GX0720  NGVD 29 (??/??/92)  441.184  (m)         1447.45   (f) ADJ UNCH    1 2
 GX0720
 GX0720.Superseded values are not recommended for survey control.
 GX0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0720.See file dsdata.txt to determine how the superseded data were derived.
 GX0720
 GX0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB146681(NAD 83)
 GX0720_MARKER: DB = BENCH MARK DISK
 GX0720_SETTING: 66 = SET IN ROCK OUTCROP
 GX0720_SP_SET: ROCK CUT
 GX0720_STAMPING: G 192 1958
 GX0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0720+STABILITY: POSITION/ELEVATION WELL
 GX0720
 GX0720  HISTORY     - Date     Condition        Report By
 GX0720  HISTORY     - 1958     MONUMENTED       CGS
 GX0720
 GX0720                          STATION DESCRIPTION
 GX0720
 GX0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0720'4.5 MI SE FROM HINTON.
 GX0720'ABOUT 4.5 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0720'FROM THE STATION AT HINTON, ABOUT 5.25 MILES WEST ALONG THE C.
 GX0720'AND O. RY. FROM THE STATION AT TALCOTT, 0.55 MILE EAST OF MILEPOST
 GX0720'353, 252 YARDS EAST OF THE CENTER OF A ROAD CROSSING, 157 YARDS
 GX0720'EAST OF A LOW CULVERT UNDER FILL FOR BIG CREEK, 8 1/2 FEET NORTH
 GX0720'OF THE NORTH RAIL, SET VERTICALLY IN THE SOUTH FACE OF A 5-FOOT
 GX0720'HIGH ROCK AT THE BOTTOM OF FOLDED LAYER ROCK CUT, 2 FEET ABOVE
 GX0720'THE GROUND, 37 FEET EAST OF THE CENTER OF TRIGGER SECTION OF A
 GX0720'ROCK FALL WARNING FENCE, 2.8 FEET NORTHWEST OF THE TENTH FENCE
 GX0720'POST EAST OF THE WEST END OF THE WARNING FENCE, AND ABOUT 1 FOOT
 GX0720'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2004 ***********************************************************************
 GX2004  DESIGNATION -  G 193
 GX2004  PID         -  GX2004
 GX2004  STATE/COUNTY-  WV/MCDOWELL
 GX2004  USGS QUAD   -  AMONATE (1977)
 GX2004
 GX2004                         *CURRENT SURVEY CONTROL
 GX2004  ___________________________________________________________________
 GX2004* NAD 83(1986)-  37 13 59.     (N)    081 38 13.     (W)     SCALED    
 GX2004* NAVD 88     -       480.199  (meters)    1575.45   (feet)  ADJUSTED  
 GX2004  ___________________________________________________________________
 GX2004  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GX2004  DYNAMIC HT  -         479.790 (meters)    1574.11  (feet)  COMP
 GX2004  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 GX2004
 GX2004  VERT ORDER  -  SECOND    CLASS 0
 GX2004
 GX2004.The horizontal coordinates were scaled from a topographic map and have
 GX2004.an estimated accuracy of +/- 6 seconds.
 GX2004
 GX2004.The orthometric height was determined by differential leveling
 GX2004.and adjusted by the National Geodetic Survey in June 1991..
 GX2004
 GX2004.The geoid height was determined by GEOID03.
 GX2004
 GX2004.The dynamic height is computed by dividing the NAVD 88
 GX2004.geopotential number by the normal gravity value computed on the
 GX2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2004.degrees latitude (g = 980.6199 gals.).
 GX2004
 GX2004.The modeled gravity was interpolated from observed gravity values.
 GX2004
 GX2004;                    North         East    Units  Estimated Accuracy
 GX2004;SPC WV S     -    26,060.      543,480.      MT  (+/- 180 meters Scaled)
 GX2004
 GX2004                          SUPERSEDED SURVEY CONTROL
 GX2004
 GX2004  NGVD 29 (??/??/92)  480.344  (m)         1575.93   (f) ADJ UNCH    2 0
 GX2004
 GX2004.Superseded values are not recommended for survey control.
 GX2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2004.See file dsdata.txt to determine how the superseded data were derived.
 GX2004
 GX2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB435209(NAD 83)
 GX2004_MARKER: DB = BENCH MARK DISK
 GX2004_SETTING: 66 = SET IN ROCK OUTCROP
 GX2004_SP_SET: CUT
 GX2004_STAMPING: G 193 1958
 GX2004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2004+STABILITY: POSITION/ELEVATION WELL
 GX2004
 GX2004  HISTORY     - Date     Condition        Report By
 GX2004  HISTORY     - 1958     MONUMENTED       CGS
 GX2004
 GX2004                          STATION DESCRIPTION
 GX2004
 GX2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2004'0.2 MI E FROM VALLSCREEK.
 GX2004'0.15 MILE EAST ALONG A BLACK TOP ROAD LEADING TO CANEBRAKE FROM
 GX2004'THE OVERPASS OF NORFOLK AND WESTERN RAILWAY AT VALLSCREEK, 95
 GX2004'FEET EAST OF EAST END OF CONCRETE BANISTER OF HIGHWAY BRIDGE OVER
 GX2004'DRY FORK, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CUT,
 GX2004'16 FEET NORTHEAST OF CENTER LINE OF ROAD AND ABOUT 2 FEET ABOVE
 GX2004'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2091 ***********************************************************************
 GX2091  DESIGNATION -  G 194
 GX2091  PID         -  GX2091
 GX2091  STATE/COUNTY-  WV/MCDOWELL
 GX2091  USGS QUAD   -  GARY (1977)
 GX2091
 GX2091                         *CURRENT SURVEY CONTROL
 GX2091  ___________________________________________________________________
 GX2091* NAD 83(1986)-  37 21 59.     (N)    081 32 20.     (W)     SCALED    
 GX2091* NAVD 88     -       443.767  (meters)    1455.93   (feet)  ADJUSTED  
 GX2091  ___________________________________________________________________
 GX2091  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX2091  DYNAMIC HT  -         443.396 (meters)    1454.71  (feet)  COMP
 GX2091  MODELED GRAV-     979,780.9   (mgal)                       NAVD 88
 GX2091
 GX2091  VERT ORDER  -  SECOND    CLASS 0
 GX2091
 GX2091.The horizontal coordinates were scaled from a topographic map and have
 GX2091.an estimated accuracy of +/- 6 seconds.
 GX2091
 GX2091.The orthometric height was determined by differential leveling
 GX2091.and adjusted by the National Geodetic Survey in June 1991..
 GX2091
 GX2091.The geoid height was determined by GEOID03.
 GX2091
 GX2091.The dynamic height is computed by dividing the NAVD 88
 GX2091.geopotential number by the normal gravity value computed on the
 GX2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2091.degrees latitude (g = 980.6199 gals.).
 GX2091
 GX2091.The modeled gravity was interpolated from observed gravity values.
 GX2091
 GX2091;                    North         East    Units  Estimated Accuracy
 GX2091;SPC WV S     -    40,800.      552,260.      MT  (+/- 180 meters Scaled)
 GX2091
 GX2091                          SUPERSEDED SURVEY CONTROL
 GX2091
 GX2091  NGVD 29 (??/??/92)  443.921  (m)         1456.43   (f) ADJ UNCH    2 0
 GX2091
 GX2091.Superseded values are not recommended for survey control.
 GX2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2091.See file dsdata.txt to determine how the superseded data were derived.
 GX2091
 GX2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB522356(NAD 83)
 GX2091_MARKER: DB = BENCH MARK DISK
 GX2091_SETTING: 66 = SET IN ROCK OUTCROP
 GX2091_SP_SET: ROCK CUT
 GX2091_STAMPING: G 194 1958
 GX2091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2091+STABILITY: POSITION/ELEVATION WELL
 GX2091
 GX2091  HISTORY     - Date     Condition        Report By
 GX2091  HISTORY     - 1958     MONUMENTED       CGS
 GX2091
 GX2091                          STATION DESCRIPTION
 GX2091
 GX2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2091'0.8 MI E FROM GARY.
 GX2091'0.8 MILE EAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF A
 GX2091'BLACK TOP ROAD LEADING SOUTH TO ELBERT AT GARY, ON THE OUTSIDE OF
 GX2091'A LONG CURVE WITH TANGENTS EXTENDING SOUTH AND WEST SET VERTICALLY
 GX2091'IN THE WEST FACE OF A ROCK CUT, 18 FEET EAST OF THE CENTER LINE
 GX2091'OF THE HIGHWAY, 42 FEET SOUTH OF THE NORTH END OF THE CUT, 182
 GX2091'FEET NORTH OF THE JUNCTION OF A DRIVE LEADING SOUTHEAST AT THE
 GX2091'SOUTH END OF THE CUT, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 GX2091'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2081 ***********************************************************************
 GX2081  DESIGNATION -  G 195
 GX2081  PID         -  GX2081
 GX2081  STATE/COUNTY-  WV/MCDOWELL
 GX2081  USGS QUAD   -  WAR (1977)
 GX2081
 GX2081                         *CURRENT SURVEY CONTROL
 GX2081  ___________________________________________________________________
 GX2081* NAD 83(1986)-  37 21 33.     (N)    081 39 08.     (W)     SCALED    
 GX2081* NAVD 88     -       594.309  (meters)    1949.83   (feet)  ADJUSTED  
 GX2081  ___________________________________________________________________
 GX2081  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX2081  DYNAMIC HT  -         593.818 (meters)    1948.22  (feet)  COMP
 GX2081  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 GX2081
 GX2081  VERT ORDER  -  SECOND    CLASS 0
 GX2081
 GX2081.The horizontal coordinates were scaled from a topographic map and have
 GX2081.an estimated accuracy of +/- 6 seconds.
 GX2081
 GX2081.The orthometric height was determined by differential leveling
 GX2081.and adjusted by the National Geodetic Survey in June 1991..
 GX2081
 GX2081.The geoid height was determined by GEOID03.
 GX2081
 GX2081.The dynamic height is computed by dividing the NAVD 88
 GX2081.geopotential number by the normal gravity value computed on the
 GX2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2081.degrees latitude (g = 980.6199 gals.).
 GX2081
 GX2081.The modeled gravity was interpolated from observed gravity values.
 GX2081
 GX2081;                    North         East    Units  Estimated Accuracy
 GX2081;SPC WV S     -    40,070.      542,220.      MT  (+/- 180 meters Scaled)
 GX2081
 GX2081                          SUPERSEDED SURVEY CONTROL
 GX2081
 GX2081  NGVD 29 (??/??/92)  594.476  (m)         1950.38   (f) ADJ UNCH    2 0
 GX2081
 GX2081.Superseded values are not recommended for survey control.
 GX2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2081.See file dsdata.txt to determine how the superseded data were derived.
 GX2081
 GX2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB422349(NAD 83)
 GX2081_MARKER: DB = BENCH MARK DISK
 GX2081_SETTING: 66 = SET IN ROCK OUTCROP
 GX2081_SP_SET: CUT
 GX2081_STAMPING: G 195 1958
 GX2081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2081+STABILITY: POSITION/ELEVATION WELL
 GX2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX2081+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 GX2081
 GX2081  HISTORY     - Date     Condition        Report By
 GX2081  HISTORY     - 1958     MONUMENTED       CGS
 GX2081  HISTORY     - 20021120 GOOD             INDIV
 GX2081
 GX2081                          STATION DESCRIPTION
 GX2081
 GX2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2081'3.8 MI NE FROM SUSANNA.
 GX2081'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 GX2081'STATE HIGHWAY 83 AT SUSANNA, ON THE OUTSIDE OF A SHARP CURVE WITH
 GX2081'TANGENTS EXTENDING SOUTH AND EAST, SET VERTICALLY IN THE SOUTH
 GX2081'FACE OF THE NORTHEAST ONE OF TWO LARGE ROCK CUTS, 30 FEET NORTH
 GX2081'OF THE CENTER LINE OF THE HIGHWAY, 60 FEET NORTHEAST OF THE
 GX2081'NORTHWEST END OF A 24-INCH PIPE CULVERT IN A RAVINE BETWEEN THE
 GX2081'CUTS, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2081
 GX2081                          STATION RECOVERY (2002)
 GX2081
 GX2081'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 GX2081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2299 ***********************************************************************
 GX2299  DESIGNATION -  G 196
 GX2299  PID         -  GX2299
 GX2299  STATE/COUNTY-  WV/BOONE
 GX2299  USGS QUAD   -  CLOTHIER (1989)
 GX2299
 GX2299                         *CURRENT SURVEY CONTROL
 GX2299  ___________________________________________________________________
 GX2299* NAD 83(1986)-  37 59 10.     (N)    081 49 23.     (W)     SCALED    
 GX2299* NAVD 88     -       233.075  (meters)     764.68   (feet)  ADJUSTED  
 GX2299  ___________________________________________________________________
 GX2299  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GX2299  DYNAMIC HT  -         232.904 (meters)     764.12  (feet)  COMP
 GX2299  MODELED GRAV-     979,894.6   (mgal)                       NAVD 88
 GX2299
 GX2299  VERT ORDER  -  SECOND    CLASS 0
 GX2299
 GX2299.The horizontal coordinates were scaled from a topographic map and have
 GX2299.an estimated accuracy of +/- 6 seconds.
 GX2299
 GX2299.The orthometric height was determined by differential leveling
 GX2299.and adjusted by the National Geodetic Survey in June 1991..
 GX2299
 GX2299.The geoid height was determined by GEOID03.
 GX2299
 GX2299.The dynamic height is computed by dividing the NAVD 88
 GX2299.geopotential number by the normal gravity value computed on the
 GX2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2299.degrees latitude (g = 980.6199 gals.).
 GX2299
 GX2299.The modeled gravity was interpolated from observed gravity values.
 GX2299
 GX2299;                    North         East    Units  Estimated Accuracy
 GX2299;SPC WV S     -   109,770.      527,700.      MT  (+/- 180 meters Scaled)
 GX2299
 GX2299                          SUPERSEDED SURVEY CONTROL
 GX2299
 GX2299  NGVD 29 (??/??/92)  233.283  (m)          765.36   (f) ADJ UNCH    2 0
 GX2299
 GX2299.Superseded values are not recommended for survey control.
 GX2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2299.See file dsdata.txt to determine how the superseded data were derived.
 GX2299
 GX2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC277045(NAD 83)
 GX2299_MARKER: DB = BENCH MARK DISK
 GX2299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2299_SP_SET: BRIDGE
 GX2299_STAMPING: G 196 1958
 GX2299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2299
 GX2299  HISTORY     - Date     Condition        Report By
 GX2299  HISTORY     - 1958     MONUMENTED       CGS
 GX2299  HISTORY     - 1973     GOOD             LOCENG
 GX2299
 GX2299                          STATION DESCRIPTION
 GX2299
 GX2299'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2299'0.7 MI SW FROM GREENVIEW.
 GX2299'ABOUT 0.7 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX2299'FROM THE METHODIST CHURCH AT GREENVIEW, 0.2 MILE NORTHEAST OF
 GX2299'MILEPOST 45, AT RAMAGE, AT THE CROSSING OF A GRADED ROAD, 67
 GX2299'FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN TOP OF THE SOUTHWEST END
 GX2299'OF THE NORTHWEST ABUTMENT FOR A 200-FOOT BRIDGE OVER SPRUCE
 GX2299'FORK AND UNDER THE GRADED ROAD, 11 FEET SOUTHWEST OF THE CENTER
 GX2299'LINE OF THE ROAD, 1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 GX2299'ABUTMENT, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 GX2299
 GX2299                          STATION RECOVERY (1973)
 GX2299
 GX2299'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0045 ***********************************************************************
 GX0045  DESIGNATION -  G 197
 GX0045  PID         -  GX0045
 GX0045  STATE/COUNTY-  WV/GREENBRIER
 GX0045  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0045
 GX0045                         *CURRENT SURVEY CONTROL
 GX0045  ___________________________________________________________________
 GX0045* NAD 83(1986)-  37 45 49.     (N)    080 16 43.     (W)     SCALED    
 GX0045* NAVD 88     -       604.920  (meters)    1984.64   (feet)  ADJUSTED  
 GX0045  ___________________________________________________________________
 GX0045  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GX0045  DYNAMIC HT  -         604.399 (meters)    1982.93  (feet)  COMP
 GX0045  MODELED GRAV-     979,750.3   (mgal)                       NAVD 88
 GX0045
 GX0045  VERT ORDER  -  FIRST     CLASS II
 GX0045
 GX0045.The horizontal coordinates were scaled from a topographic map and have
 GX0045.an estimated accuracy of +/- 6 seconds.
 GX0045
 GX0045.The orthometric height was determined by differential leveling
 GX0045.and adjusted by the National Geodetic Survey in June 1991..
 GX0045
 GX0045.The geoid height was determined by GEOID03.
 GX0045
 GX0045.The dynamic height is computed by dividing the NAVD 88
 GX0045.geopotential number by the normal gravity value computed on the
 GX0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0045.degrees latitude (g = 980.6199 gals.).
 GX0045
 GX0045.The modeled gravity was interpolated from observed gravity values.
 GX0045
 GX0045;                    North         East    Units  Estimated Accuracy
 GX0045;SPC WV S     -    85,000.      663,560.      MT  (+/- 180 meters Scaled)
 GX0045
 GX0045                          SUPERSEDED SURVEY CONTROL
 GX0045
 GX0045  NGVD 29 (??/??/92)  605.055  (m)         1985.08   (f) ADJ UNCH    1 2
 GX0045
 GX0045.Superseded values are not recommended for survey control.
 GX0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0045.See file dsdata.txt to determine how the superseded data were derived.
 GX0045
 GX0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB635798(NAD 83)
 GX0045_MARKER: DB = BENCH MARK DISK
 GX0045_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0045_SP_SET: CULVERT
 GX0045_STAMPING: G 197 1958
 GX0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0045
 GX0045  HISTORY     - Date     Condition        Report By
 GX0045  HISTORY     - 1958     MONUMENTED       CGS
 GX0045
 GX0045                          STATION DESCRIPTION
 GX0045
 GX0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0045'2.6 MI W FROM ALLEGHANY.
 GX0045'ABOUT 2.55 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0045'THE STATION AT ALLEGHANY, VIRGINIA, ABOUT 2.75 MILES SOUTHEAST
 GX0045'ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE STATION AT WHITE
 GX0045'SULPHUR SPRINGS, GREENBRIER COUNTY, WEST VIRGINIA, ABOUT 8 RAILS
 GX0045'NORTHWEST OF MILEPOST 309, ABOUT 11 RAILS SOUTHEAST OF SIGNAL 3093
 GX0045'OVER THE SOUTHWEST TRACK, 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 GX0045'OF THE SOUTHWEST TRACK, IN TOP OF THE SECOND STEP-DOWN OF THE
 GX0045'WINGWALL AT THE WEST CORNER OF A 10-FOOT STONE CULVERT IN A DEEP
 GX0045'RAVINE, AND ABOUT 25 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1252 ***********************************************************************
 GX1252  DESIGNATION -  G 198
 GX1252  PID         -  GX1252
 GX1252  STATE/COUNTY-  WV/FAYETTE
 GX1252  USGS QUAD   -  THURMOND (1988)
 GX1252
 GX1252                         *CURRENT SURVEY CONTROL
 GX1252  ___________________________________________________________________
 GX1252* NAD 83(1986)-  37 55 35.     (N)    081 03 31.     (W)     SCALED    
 GX1252* NAVD 88     -       331.168  (meters)    1086.51   (feet)  ADJUSTED  
 GX1252  ___________________________________________________________________
 GX1252  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX1252  DYNAMIC HT  -         330.912 (meters)    1085.67  (feet)  COMP
 GX1252  MODELED GRAV-     979,847.3   (mgal)                       NAVD 88
 GX1252
 GX1252  VERT ORDER  -  FIRST     CLASS II
 GX1252
 GX1252.The horizontal coordinates were scaled from a topographic map and have
 GX1252.an estimated accuracy of +/- 6 seconds.
 GX1252
 GX1252.The orthometric height was determined by differential leveling
 GX1252.and adjusted by the National Geodetic Survey in June 1991..
 GX1252
 GX1252.The geoid height was determined by GEOID03.
 GX1252
 GX1252.The dynamic height is computed by dividing the NAVD 88
 GX1252.geopotential number by the normal gravity value computed on the
 GX1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1252.degrees latitude (g = 980.6199 gals.).
 GX1252
 GX1252.The modeled gravity was interpolated from observed gravity values.
 GX1252
 GX1252;                    North         East    Units  Estimated Accuracy
 GX1252;SPC WV S     -   102,820.      594,850.      MT  (+/- 180 meters Scaled)
 GX1252
 GX1252                          SUPERSEDED SURVEY CONTROL
 GX1252
 GX1252  NGVD 29 (??/??/92)  331.343  (m)         1087.08   (f) ADJ UNCH    1 2
 GX1252
 GX1252.Superseded values are not recommended for survey control.
 GX1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1252.See file dsdata.txt to determine how the superseded data were derived.
 GX1252
 GX1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB948976(NAD 83)
 GX1252_MARKER: DB = BENCH MARK DISK
 GX1252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1252_SP_SET: BRIDGE
 GX1252_STAMPING: G 198 1958
 GX1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1252
 GX1252  HISTORY     - Date     Condition        Report By
 GX1252  HISTORY     - 1958     MONUMENTED       CGS
 GX1252  HISTORY     - 1980     GOOD             LOCSUR
 GX1252
 GX1252                          STATION DESCRIPTION
 GX1252
 GX1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1252'2.6 MI SE FROM THURMOND.
 GX1252'ABOUT 2.55 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1252'FROM THE STATION AT THURMOND, 0.3 MILE NORTHWEST OF MILEPOST
 GX1252'388, 0.75 MILE SOUTHEAST OF STEEL BRIDGE OVERPASS NO. FH 3891
 GX1252'OVER THE C. AND O. RY. FOR A ROAD OVER NEW RIVER, 25 YARDS
 GX1252'NORTHWEST OF SIGNAL 3883, 8 1/2 FEET NORTHEAST OF THE NORTHEAST
 GX1252'RAIL AND AT INSIDE OF CURVE, IN TOP OF THE NORTHEAST END OF THE
 GX1252'NORTHWEST CONCRETE AND STONE ABUTMENT OF 24-FOOT BRIDGE OVER A
 GX1252'SMALL CREEK, AND ABOUT 1 1/2 FEET BELOW THE TRACK.
 GX1252
 GX1252                          STATION RECOVERY (1980)
 GX1252
 GX1252'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0727 ***********************************************************************
 GX0727  DESIGNATION -  G 199
 GX0727  PID         -  GX0727
 GX0727  STATE/COUNTY-  WV/SUMMERS
 GX0727  USGS QUAD   -  HINTON (1976)
 GX0727
 GX0727                         *CURRENT SURVEY CONTROL
 GX0727  ___________________________________________________________________
 GX0727* NAD 83(1986)-  37 40 20.     (N)    080 53 33.     (W)     SCALED    
 GX0727* NAVD 88     -       422.286  (meters)    1385.45   (feet)  ADJUSTED  
 GX0727  ___________________________________________________________________
 GX0727  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0727  DYNAMIC HT  -         421.942 (meters)    1384.32  (feet)  COMP
 GX0727  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 GX0727
 GX0727  VERT ORDER  -  FIRST     CLASS II
 GX0727
 GX0727.The horizontal coordinates were scaled from a topographic map and have
 GX0727.an estimated accuracy of +/- 6 seconds.
 GX0727
 GX0727.The orthometric height was determined by differential leveling
 GX0727.and adjusted by the National Geodetic Survey in June 1991..
 GX0727
 GX0727.The geoid height was determined by GEOID03.
 GX0727
 GX0727.The dynamic height is computed by dividing the NAVD 88
 GX0727.geopotential number by the normal gravity value computed on the
 GX0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0727.degrees latitude (g = 980.6199 gals.).
 GX0727
 GX0727.The modeled gravity was interpolated from observed gravity values.
 GX0727
 GX0727;                    North         East    Units  Estimated Accuracy
 GX0727;SPC WV S     -    74,610.      609,480.      MT  (+/- 180 meters Scaled)
 GX0727
 GX0727                          SUPERSEDED SURVEY CONTROL
 GX0727
 GX0727  NGVD 29 (??/??/92)  422.457  (m)         1386.01   (f) ADJ UNCH    1 2
 GX0727
 GX0727.Superseded values are not recommended for survey control.
 GX0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0727.See file dsdata.txt to determine how the superseded data were derived.
 GX0727
 GX0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB094694(NAD 83)
 GX0727_MARKER: DB = BENCH MARK DISK
 GX0727_SETTING: 66 = SET IN ROCK OUTCROP
 GX0727_SP_SET: ROCK CUT
 GX0727_STAMPING: G 199 1958
 GX0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0727+STABILITY: POSITION/ELEVATION WELL
 GX0727
 GX0727  HISTORY     - Date     Condition        Report By
 GX0727  HISTORY     - 1958     MONUMENTED       CGS
 GX0727
 GX0727                          STATION DESCRIPTION
 GX0727
 GX0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0727'AT HINTON.
 GX0727'AT HINTON, ALONG THE CHESAPEAKE AND OHIO RAILWAY, 301 YARDS
 GX0727'SOUTHWEST OF THE STATION, 285 YARDS SOUTHWEST OF MILEPOST 357,
 GX0727'123 YARDS SOUTH OF OVERPASS OF STEEL BRIDGE (STATE HIGHWAY 3
 GX0727'BUSINESS ROUTE) OVER THE C. AND O. RY. AND NEW RIVER, 9 FEET
 GX0727'EAST OF THE EAST RAIL OF THE EAST TRACK, SET VERTICALLY IN
 GX0727'THE WEST FACE OF A 25-FOOT HIGH ROCK CUT, 87 FEET NORTH OF THE
 GX0727'NORTH END OF A 12-FOOT CONCRETE CULVERT UNDER THE TRACK, 1 1/2
 GX0727'FEET EAST OF THE EAST EDGE OF CONCRETE SIDEWALK, 3 1/2 FEET
 GX0727'NORTH OF A 3 1/2-INCH PIPE LIGHT POLE, AND ABOUT 3 1/2 FEET
 GX0727'ABOVE THE SIDEWALK AND TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0229 ***********************************************************************
 JX0229  DESIGNATION -  G 2
 JX0229  PID         -  JX0229
 JX0229  STATE/COUNTY-  WV/BARBOUR
 JX0229  USGS QUAD   -  AUDRA (1977)
 JX0229
 JX0229                         *CURRENT SURVEY CONTROL
 JX0229  ___________________________________________________________________
 JX0229* NAD 83(1986)-  39 04 04.     (N)    080 02 42.     (W)     SCALED    
 JX0229* NAVD 88     -       452.095  (meters)    1483.25   (feet)  ADJUSTED  
 JX0229  ___________________________________________________________________
 JX0229  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JX0229  DYNAMIC HT  -         451.787 (meters)    1482.24  (feet)  COMP
 JX0229  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 JX0229
 JX0229  VERT ORDER  -  FIRST     CLASS II
 JX0229
 JX0229.The horizontal coordinates were scaled from a topographic map and have
 JX0229.an estimated accuracy of +/- 6 seconds.
 JX0229
 JX0229.The orthometric height was determined by differential leveling
 JX0229.and adjusted by the National Geodetic Survey in June 1991..
 JX0229
 JX0229.The geoid height was determined by GEOID03.
 JX0229
 JX0229.The dynamic height is computed by dividing the NAVD 88
 JX0229.geopotential number by the normal gravity value computed on the
 JX0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0229.degrees latitude (g = 980.6199 gals.).
 JX0229
 JX0229.The modeled gravity was interpolated from observed gravity values.
 JX0229
 JX0229;                    North         East    Units  Estimated Accuracy
 JX0229;SPC WV N     -    63,180.      552,840.      MT  (+/- 180 meters Scaled)
 JX0229
 JX0229                          SUPERSEDED SURVEY CONTROL
 JX0229
 JX0229  NGVD 29 (??/??/92)  452.269  (m)         1483.82   (f) ADJ UNCH    1 2
 JX0229
 JX0229.Superseded values are not recommended for survey control.
 JX0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0229.See file dsdata.txt to determine how the superseded data were derived.
 JX0229
 JX0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND826247(NAD 83)
 JX0229_MARKER: DB = BENCH MARK DISK
 JX0229_SETTING: 66 = SET IN ROCK OUTCROP
 JX0229_SP_SET: OUTCROP
 JX0229_STAMPING: G 2 1933
 JX0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0229+STABILITY: POSITION/ELEVATION WELL
 JX0229
 JX0229  HISTORY     - Date     Condition        Report By
 JX0229  HISTORY     - 1933     MONUMENTED       CGS
 JX0229
 JX0229                          STATION DESCRIPTION
 JX0229
 JX0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0229'8.9 MI S FROM PHILIPPI.
 JX0229'8.9 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0229'STATION AT PHILIPPI, BARBOUR COUNTY, 7 RAILS SOUTH OF MILEPOST
 JX0229'G 33, 9 FEET WEST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A
 JX0229'LARGE ROCK OUTCROP, AND ABOUT LEVEL WITH THE RAIL.  A STANDARD
 JX0229'DISK, STAMPED G 2 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0124 ***********************************************************************
 HX0124  DESIGNATION -  G 20
 HX0124  PID         -  HX0124
 HX0124  STATE/COUNTY-  WV/UPSHUR
 HX0124  USGS QUAD   -  ADRIAN (1979)
 HX0124
 HX0124                         *CURRENT SURVEY CONTROL
 HX0124  ___________________________________________________________________
 HX0124* NAD 83(1986)-  38 54 05.     (N)    080 20 20.     (W)     SCALED    
 HX0124* NAVD 88     -       446.790  (meters)    1465.84   (feet)  ADJUSTED  
 HX0124  ___________________________________________________________________
 HX0124  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HX0124  DYNAMIC HT  -         446.488 (meters)    1464.85  (feet)  COMP
 HX0124  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 HX0124
 HX0124  VERT ORDER  -  SECOND    CLASS 0
 HX0124
 HX0124.The horizontal coordinates were scaled from a topographic map and have
 HX0124.an estimated accuracy of +/- 6 seconds.
 HX0124
 HX0124.The orthometric height was determined by differential leveling
 HX0124.and adjusted by the National Geodetic Survey in June 1991..
 HX0124
 HX0124.The geoid height was determined by GEOID03.
 HX0124
 HX0124.The dynamic height is computed by dividing the NAVD 88
 HX0124.geopotential number by the normal gravity value computed on the
 HX0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0124.degrees latitude (g = 980.6199 gals.).
 HX0124
 HX0124.The modeled gravity was interpolated from observed gravity values.
 HX0124
 HX0124;                    North         East    Units  Estimated Accuracy
 HX0124;SPC WV S     -   211,250.      657,350.      MT  (+/- 180 meters Scaled)
 HX0124
 HX0124                          SUPERSEDED SURVEY CONTROL
 HX0124
 HX0124  NGVD 29 (??/??/92)  447.001  (m)         1466.54   (f) ADJ UNCH    2 0
 HX0124
 HX0124.Superseded values are not recommended for survey control.
 HX0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0124.See file dsdata.txt to determine how the superseded data were derived.
 HX0124
 HX0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND573060(NAD 83)
 HX0124_MARKER: DB = BENCH MARK DISK
 HX0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0124_STAMPING: G 20 1935
 HX0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0124+STABILITY: SURFACE MOTION
 HX0124
 HX0124  HISTORY     - Date     Condition        Report By
 HX0124  HISTORY     - 1935     MONUMENTED       CGS
 HX0124  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0124
 HX0124                          STATION DESCRIPTION
 HX0124
 HX0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0124'2.2 MI NE FROM FRENCHTON.
 HX0124'2.2 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX0124'THE STATION AT FRENCHTON, 96 FEET NORTHEAST OF MILEPOST C 137,
 HX0124'ABOUT 130 FEET WEST OF A DIRT ROAD CROSSING, 33 FEET NORTHWEST
 HX0124'OF THE CENTERLINE OF THE TRACK, 20 FEET SOUTHEAST OF THE
 HX0124'CENTERLINE OF THE ROAD, AND 5-1/2 FEET LOWER THAN THE TRACK.
 HX0124'A STANDARD DISK, STAMPED G 20 1935 AND SET IN THE TOP OF A
 HX0124'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0403 ***********************************************************************
 GX0403  DESIGNATION -  G 200
 GX0403  PID         -  GX0403
 GX0403  STATE/COUNTY-  WV/MONROE
 GX0403  USGS QUAD   -  PETERSTOWN (1984)
 GX0403
 GX0403                         *CURRENT SURVEY CONTROL
 GX0403  ___________________________________________________________________
 GX0403* NAD 83(1986)-  37 25 09.     (N)    080 47 15.     (W)     SCALED    
 GX0403* NAVD 88     -       591.078  (meters)    1939.23   (feet)  ADJUSTED  
 GX0403  ___________________________________________________________________
 GX0403  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX0403  DYNAMIC HT  -         590.578 (meters)    1937.59  (feet)  COMP
 GX0403  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 GX0403
 GX0403  VERT ORDER  -  FIRST     CLASS II
 GX0403
 GX0403.The horizontal coordinates were scaled from a topographic map and have
 GX0403.an estimated accuracy of +/- 6 seconds.
 GX0403
 GX0403.The orthometric height was determined by differential leveling
 GX0403.and adjusted by the National Geodetic Survey in June 1991..
 GX0403
 GX0403.The geoid height was determined by GEOID03.
 GX0403
 GX0403.The dynamic height is computed by dividing the NAVD 88
 GX0403.geopotential number by the normal gravity value computed on the
 GX0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0403.degrees latitude (g = 980.6199 gals.).
 GX0403
 GX0403.The modeled gravity was interpolated from observed gravity values.
 GX0403
 GX0403;                    North         East    Units  Estimated Accuracy
 GX0403;SPC WV S     -    46,550.      618,810.      MT  (+/- 180 meters Scaled)
 GX0403
 GX0403                          SUPERSEDED SURVEY CONTROL
 GX0403
 GX0403  NGVD 29 (??/??/92)  591.212  (m)         1939.67   (f) ADJ UNCH    1 2
 GX0403
 GX0403.Superseded values are not recommended for survey control.
 GX0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0403.See file dsdata.txt to determine how the superseded data were derived.
 GX0403
 GX0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB188413(NAD 83)
 GX0403_MARKER: DB = BENCH MARK DISK
 GX0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0403_STAMPING: G 200 1958
 GX0403_MARK LOGO: CGS   
 GX0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0403+STABILITY: SURFACE MOTION
 GX0403
 GX0403  HISTORY     - Date     Condition        Report By
 GX0403  HISTORY     - 1958     MONUMENTED       CGS
 GX0403  HISTORY     - 1984     GOOD             NGS
 GX0403
 GX0403                          STATION DESCRIPTION
 GX0403
 GX0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0403'1.7 MI NE FROM PETERSTOWN.
 GX0403'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 12 FROM THE JUNCTION
 GX0403'OF U.S. HIGHWAY 219 AT PETERSTOWN, 0.65 MILE NORTHEAST OF BLACK
 GX0403'TOP ROAD 24 LEADING NORTHWEST TO BOZOO, 0.5 MILE NORTHEAST
 GX0403'OF Y JUNCTION OF GRAVEL ROAD LEADING EAST, AT THE CROSSING OF
 GX0403'A POWER LINE OVER THE HIGHWAY, 260 FEET SOUTHWEST OF THE CENTER
 GX0403'OF JUNCTION OF A CIRCULAR DRIVE NORTH TO A PRIVATE HOME, 23
 GX0403'FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 1 FOOT SOUTHEAST OF
 GX0403'FENCE LINE, 75 FEET NORTHEAST OF POWER LINE POLE 1-36 90 4, 50
 GX0403'FEET NORTH OF CENTER OF JUNCTION OF A DRIVE SOUTHEAST TO A
 GX0403'BARN AND TWO-STORY FARMHOUSE, 2 FEET SOUTHWEST OF A STEEL
 GX0403'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET
 GX0403'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GX0403
 GX0403                          STATION RECOVERY (1984)
 GX0403
 GX0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0657 ***********************************************************************
 GX0657  DESIGNATION -  G 201
 GX0657  PID         -  GX0657
 GX0657  STATE/COUNTY-  WV/SUMMERS
 GX0657  USGS QUAD   -  FOREST HILL (1976)
 GX0657
 GX0657                         *CURRENT SURVEY CONTROL
 GX0657  ___________________________________________________________________
 GX0657* NAD 83(1986)-  37 36 07.     (N)    080 47 45.     (W)     SCALED    
 GX0657* NAVD 88     -       467.174  (meters)    1532.72   (feet)  ADJUSTED  
 GX0657  ___________________________________________________________________
 GX0657  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0657  DYNAMIC HT  -         466.783 (meters)    1531.44  (feet)  COMP
 GX0657  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 GX0657
 GX0657  VERT ORDER  -  FIRST     CLASS II
 GX0657
 GX0657.The horizontal coordinates were scaled from a topographic map and have
 GX0657.an estimated accuracy of +/- 6 seconds.
 GX0657
 GX0657.The orthometric height was determined by differential leveling
 GX0657.and adjusted by the National Geodetic Survey in June 1991..
 GX0657
 GX0657.The geoid height was determined by GEOID03.
 GX0657
 GX0657.The dynamic height is computed by dividing the NAVD 88
 GX0657.geopotential number by the normal gravity value computed on the
 GX0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0657.degrees latitude (g = 980.6199 gals.).
 GX0657
 GX0657.The modeled gravity was interpolated from observed gravity values.
 GX0657
 GX0657;                    North         East    Units  Estimated Accuracy
 GX0657;SPC WV S     -    66,830.      618,030.      MT  (+/- 180 meters Scaled)
 GX0657
 GX0657                          SUPERSEDED SURVEY CONTROL
 GX0657
 GX0657  NGVD 29 (??/??/92)  467.336  (m)         1533.25   (f) ADJ UNCH    1 2
 GX0657
 GX0657.Superseded values are not recommended for survey control.
 GX0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0657.See file dsdata.txt to determine how the superseded data were derived.
 GX0657
 GX0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB180616(NAD 83)
 GX0657_MARKER: DB = BENCH MARK DISK
 GX0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0657_STAMPING: G 201 1958
 GX0657_MARK LOGO: CGS   
 GX0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0657+STABILITY: SURFACE MOTION
 GX0657
 GX0657  HISTORY     - Date     Condition        Report By
 GX0657  HISTORY     - 1958     MONUMENTED       CGS
 GX0657  HISTORY     - 1984     GOOD             NGS
 GX0657
 GX0657                          STATION DESCRIPTION
 GX0657
 GX0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0657'2.4 MI N FROM FOREST HILL.
 GX0657'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY 12 FROM THE FOREST
 GX0657'HILL METHODIST CHURCH AT FOREST HILL, 0.65 MILE EAST OF CONCRETE
 GX0657'BRIDGE OVER WOLF CREEK, 0.2 MILE NORTHWEST OF THE JUNCTION
 GX0657'OF A BLACK TOP ROAD (NO. 29) LEADING EAST AND THENCE NORTH TO
 GX0657'A 4 H CAMP, 0.15 MILE EAST OF A STEEP GRADE TO THE WEST, 26
 GX0657'FEET NORTH OF CENTER LINE OF HIGHWAY, AT THE WEST END OF A CURVE
 GX0657'WITH TANGENTS EXTENDING WEST AND SOUTHEAST, 1 FOOT SOUTH OF
 GX0657'A FENCE, AT THE EAST END OF A 3-FOOT HIGH CUT, 78 FEET NORTHWEST
 GX0657'OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE 88, 60 YARDS EAST
 GX0657'OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE 87, 108 YARDS
 GX0657'EAST OF A SMALL CAMPHOUSE NORTH OF THE HIGHWAY WITH A IRON
 GX0657'PUMP IN THE YARD, 2 1/2 FEET EAST OF A STEEL WITNESS POST,
 GX0657'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES,
 GX0657'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GX0657
 GX0657                          STATION RECOVERY (1984)
 GX0657
 GX0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0680 ***********************************************************************
 GX0680  DESIGNATION -  G 202
 GX0680  PID         -  GX0680
 GX0680  STATE/COUNTY-  WV/GREENBRIER
 GX0680  USGS QUAD   -  FORT SPRING (1971)
 GX0680
 GX0680                         *CURRENT SURVEY CONTROL
 GX0680  ___________________________________________________________________
 GX0680* NAD 83(1986)-  37 44 22.     (N)    080 34 28.     (W)     SCALED    
 GX0680* NAVD 88     -       490.036  (meters)    1607.73   (feet)  ADJUSTED  
 GX0680  ___________________________________________________________________
 GX0680  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GX0680  DYNAMIC HT  -         489.636 (meters)    1606.41  (feet)  COMP
 GX0680  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GX0680
 GX0680  VERT ORDER  -  FIRST     CLASS II
 GX0680
 GX0680.The horizontal coordinates were scaled from a topographic map and have
 GX0680.an estimated accuracy of +/- 6 seconds.
 GX0680
 GX0680.The orthometric height was determined by differential leveling
 GX0680.and adjusted by the National Geodetic Survey in June 1991..
 GX0680
 GX0680.The geoid height was determined by GEOID03.
 GX0680
 GX0680.The dynamic height is computed by dividing the NAVD 88
 GX0680.geopotential number by the normal gravity value computed on the
 GX0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0680.degrees latitude (g = 980.6199 gals.).
 GX0680
 GX0680.The modeled gravity was interpolated from observed gravity values.
 GX0680
 GX0680;                    North         East    Units  Estimated Accuracy
 GX0680;SPC WV S     -    82,160.      637,510.      MT  (+/- 180 meters Scaled)
 GX0680
 GX0680                          SUPERSEDED SURVEY CONTROL
 GX0680
 GX0680  NGVD 29 (??/??/92)  490.202  (m)         1608.27   (f) ADJ UNCH    1 2
 GX0680
 GX0680.Superseded values are not recommended for survey control.
 GX0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0680.See file dsdata.txt to determine how the superseded data were derived.
 GX0680
 GX0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB374769(NAD 83)
 GX0680_MARKER: DB = BENCH MARK DISK
 GX0680_SETTING: 66 = SET IN ROCK OUTCROP
 GX0680_SP_SET: ROCK CUT
 GX0680_STAMPING: G 202 1958
 GX0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0680+STABILITY: POSITION/ELEVATION WELL
 GX0680
 GX0680  HISTORY     - Date     Condition        Report By
 GX0680  HISTORY     - 1958     MONUMENTED       CGS
 GX0680  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0680
 GX0680                          STATION DESCRIPTION
 GX0680
 GX0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0680'2 MI SW FROM FORT SPRING.
 GX0680'ABOUT 2.0 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0680'FROM THE STATION AT FORT SPRING, 0.2 MILE WEST OF MILEPOST 331,
 GX0680'0.45 MILE WEST OF THE FLAG STATION AND SIGNAL ARM AT FRAZIER,
 GX0680'21 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, SET
 GX0680'VERTICALLY IN THE NORTH FACE OF 40-FOOT HIGH CUT, 5 FEET ABOVE
 GX0680'THE GROUND, 13 YARDS WEST OF THE EAST END OF THE CUT, SOUTHWEST
 GX0680'OF AND ACROSS THE TRACK FROM TELEPHONE POLE G, AND ABOUT 2 1/2
 GX0680'FEET ABOVE THE LEVEL OF THE TRACK.
 GX0680
 GX0680                          STATION RECOVERY (1983)
 GX0680
 GX0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0680'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0680'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1882 ***********************************************************************
 HX1882  DESIGNATION -  G 203
 HX1882  PID         -  HX1882
 HX1882  STATE/COUNTY-  WV/FAYETTE
 HX1882  USGS QUAD   -  BECKWITH (1976)
 HX1882
 HX1882                         *CURRENT SURVEY CONTROL
 HX1882  ___________________________________________________________________
 HX1882* NAD 83(1986)-  38 07 28.     (N)    081 14 25.     (W)     SCALED    
 HX1882* NAVD 88     -       202.878  (meters)     665.61   (feet)  ADJUSTED  
 HX1882  ___________________________________________________________________
 HX1882  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HX1882  DYNAMIC HT  -         202.732 (meters)     665.13  (feet)  COMP
 HX1882  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 HX1882
 HX1882  VERT ORDER  -  FIRST     CLASS II
 HX1882
 HX1882.The horizontal coordinates were scaled from a topographic map and have
 HX1882.an estimated accuracy of +/- 6 seconds.
 HX1882
 HX1882.The orthometric height was determined by differential leveling
 HX1882.and adjusted by the National Geodetic Survey in June 1991..
 HX1882
 HX1882.The geoid height was determined by GEOID03.
 HX1882
 HX1882.The dynamic height is computed by dividing the NAVD 88
 HX1882.geopotential number by the normal gravity value computed on the
 HX1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1882.degrees latitude (g = 980.6199 gals.).
 HX1882
 HX1882.The modeled gravity was interpolated from observed gravity values.
 HX1882
 HX1882;                    North         East    Units  Estimated Accuracy
 HX1882;SPC WV S     -   124,830.      578,930.      MT  (+/- 180 meters Scaled)
 HX1882
 HX1882                          SUPERSEDED SURVEY CONTROL
 HX1882
 HX1882  NGVD 29 (??/??/92)  203.065  (m)          666.22   (f) ADJ UNCH    1 2
 HX1882
 HX1882.Superseded values are not recommended for survey control.
 HX1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1882.See file dsdata.txt to determine how the superseded data were derived.
 HX1882
 HX1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC789196(NAD 83)
 HX1882_MARKER: DB = BENCH MARK DISK
 HX1882_SETTING: 66 = SET IN ROCK OUTCROP
 HX1882_SP_SET: ROCK CUT
 HX1882_STAMPING: G 203 1959
 HX1882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1882+STABILITY: POSITION/ELEVATION WELL
 HX1882
 HX1882  HISTORY     - Date     Condition        Report By
 HX1882  HISTORY     - 1959     MONUMENTED       CGS
 HX1882
 HX1882                          STATION DESCRIPTION
 HX1882
 HX1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1882'2.1 MI SE FROM ALLOY.
 HX1882'ABOUT 2.1 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1882'FROM THE STATION AT ALLOY, 0.6 MILE EAST OF FALLS VIEW SCHOOL,
 HX1882'0.35 MILE WEST OF MILEPOST 159, AT A POINT WHERE THE HIGHWAY
 HX1882'IS ABOUT 10 FEET ABOVE THE LEVEL OF TRACK, 72 FEET NORTH OF AND
 HX1882'ACROSS U.S. HIGHWAY 21 AND 60 FROM THE NORTH RAIL, 24 FEET
 HX1882'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE
 HX1882'SOUTH FACE OF A LARGE ROCK CUT ON THE NORTH SIDE OF THE HIGHWAY,
 HX1882'ABOUT IN THE CENTER OF A LARGE OVERHANGING LEDGE AT THE TOP OF
 HX1882'CUT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1859 ***********************************************************************
 HX1859  DESIGNATION -  G 204
 HX1859  PID         -  HX1859
 HX1859  STATE/COUNTY-  WV/FAYETTE
 HX1859  USGS QUAD   -  FAYETTEVILLE (1976)
 HX1859
 HX1859                         *CURRENT SURVEY CONTROL
 HX1859  ___________________________________________________________________
 HX1859* NAD 83(1986)-  38 03 51.     (N)    081 04 28.     (W)     SCALED    
 HX1859* NAVD 88     -       274.859  (meters)     901.77   (feet)  ADJUSTED  
 HX1859  ___________________________________________________________________
 HX1859  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HX1859  DYNAMIC HT  -         274.643 (meters)     901.06  (feet)  COMP
 HX1859  MODELED GRAV-     979,837.5   (mgal)                       NAVD 88
 HX1859
 HX1859  VERT ORDER  -  FIRST     CLASS II
 HX1859
 HX1859.The horizontal coordinates were scaled from a topographic map and have
 HX1859.an estimated accuracy of +/- 6 seconds.
 HX1859
 HX1859.The orthometric height was determined by differential leveling
 HX1859.and adjusted by the National Geodetic Survey in June 1991..
 HX1859
 HX1859.The geoid height was determined by GEOID03.
 HX1859
 HX1859.The dynamic height is computed by dividing the NAVD 88
 HX1859.geopotential number by the normal gravity value computed on the
 HX1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1859.degrees latitude (g = 980.6199 gals.).
 HX1859
 HX1859.The modeled gravity was interpolated from observed gravity values.
 HX1859
 HX1859;                    North         East    Units  Estimated Accuracy
 HX1859;SPC WV S     -   118,110.      593,470.      MT  (+/- 180 meters Scaled)
 HX1859
 HX1859                          SUPERSEDED SURVEY CONTROL
 HX1859
 HX1859  NGVD 29 (??/??/92)  275.024  (m)          902.31   (f) ADJ UNCH    1 2
 HX1859
 HX1859.Superseded values are not recommended for survey control.
 HX1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1859.See file dsdata.txt to determine how the superseded data were derived.
 HX1859
 HX1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC934129(NAD 83)
 HX1859_MARKER: DB = BENCH MARK DISK
 HX1859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1859_SP_SET: CULVERT
 HX1859_STAMPING: G 204 1959
 HX1859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1859
 HX1859  HISTORY     - Date     Condition        Report By
 HX1859  HISTORY     - 1959     MONUMENTED       CGS
 HX1859  HISTORY     - 1961     GOOD             NGS
 HX1859  HISTORY     - 1980     GOOD             LOCSUR
 HX1859
 HX1859                          STATION DESCRIPTION
 HX1859
 HX1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1859'0.2 MI SE FROM FAYETTE.
 HX1859'ABOUT 0.15 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1859'FROM THE STATION AT FAYETTE, ABOUT 11 RAILS NORTHWEST OF MILEPOST
 HX1859'404, AT THE NORTHWEST END OF A SMALL COAL TIPPLE, 8 FEET NORTHEAST
 HX1859'OF THE NORTHEAST RAIL, IN TOP OF THE NORTHWEST END OF THE
 HX1859'NORTHEAST HEAD WALL TO A 6-FOOT CONCRETE BOX CULVERT, 1 FOOT
 HX1859'SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL, AND ABOUT 2 1/2
 HX1859'FEET BELOW THE LEVEL OF THE TRACK.
 HX1859
 HX1859                          STATION RECOVERY (1961)
 HX1859
 HX1859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HX1859'RECOVERED IN GOOD CONDITION.
 HX1859
 HX1859                          STATION RECOVERY (1980)
 HX1859
 HX1859'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HX1859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2037 ***********************************************************************
 HX2037  DESIGNATION -  G 205
 HX2037  PID         -  HX2037
 HX2037  STATE/COUNTY-  WV/KANAWHA
 HX2037  USGS QUAD   -  BELLE (1977)
 HX2037
 HX2037                         *CURRENT SURVEY CONTROL
 HX2037  ___________________________________________________________________
 HX2037* NAD 83(1986)-  38 13 12.     (N)    081 31 24.     (W)     SCALED    
 HX2037* NAVD 88     -       184.946  (meters)     606.78   (feet)  ADJUSTED  
 HX2037  ___________________________________________________________________
 HX2037  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HX2037  DYNAMIC HT  -         184.816 (meters)     606.35  (feet)  COMP
 HX2037  MODELED GRAV-     979,923.0   (mgal)                       NAVD 88
 HX2037
 HX2037  VERT ORDER  -  FIRST     CLASS II
 HX2037
 HX2037.The horizontal coordinates were scaled from a topographic map and have
 HX2037.an estimated accuracy of +/- 6 seconds.
 HX2037
 HX2037.The orthometric height was determined by differential leveling
 HX2037.and adjusted by the National Geodetic Survey in June 1991..
 HX2037
 HX2037.The geoid height was determined by GEOID03.
 HX2037
 HX2037.The dynamic height is computed by dividing the NAVD 88
 HX2037.geopotential number by the normal gravity value computed on the
 HX2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2037.degrees latitude (g = 980.6199 gals.).
 HX2037
 HX2037.The modeled gravity was interpolated from observed gravity values.
 HX2037
 HX2037;                    North         East    Units  Estimated Accuracy
 HX2037;SPC WV S     -   135,540.      554,180.      MT  (+/- 180 meters Scaled)
 HX2037
 HX2037                          SUPERSEDED SURVEY CONTROL
 HX2037
 HX2037  NGVD 29 (??/??/92)  185.141  (m)          607.42   (f) ADJ UNCH    1 2
 HX2037
 HX2037.Superseded values are not recommended for survey control.
 HX2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2037.See file dsdata.txt to determine how the superseded data were derived.
 HX2037
 HX2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC541303(NAD 83)
 HX2037_MARKER: DB = BENCH MARK DISK
 HX2037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2037_SP_SET: ABUTMENT
 HX2037_STAMPING: G 205 1959
 HX2037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2037
 HX2037  HISTORY     - Date     Condition        Report By
 HX2037  HISTORY     - 1959     MONUMENTED       CGS
 HX2037
 HX2037                          STATION DESCRIPTION
 HX2037
 HX2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX2037'1.7 MI SE FROM BELLE.
 HX2037'ABOUT 1.7 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2037'FROM THE STATION AT BELLE, 0.3 MILE EAST OF MILEPOST 138, 6 FEET
 HX2037'NORTHEAST OF THE NORTHEAST RAIL, IN TOP OF THE NORTHEAST END OF
 HX2037'THE NORTHWEST ABUTMENT TO A 65-FOOT BRIDGE OVER WITCHERS CREEK,
 HX2037'2 FEET SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT, 2 1/2
 HX2037'FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE ABUTMENT, AND ABOUT
 HX2037'4 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0758 ***********************************************************************
 GX0758  DESIGNATION -  G 206
 GX0758  PID         -  GX0758
 GX0758  STATE/COUNTY-  WV/FAYETTE
 GX0758  USGS QUAD   -  THURMOND (1988)
 GX0758
 GX0758                         *CURRENT SURVEY CONTROL
 GX0758  ___________________________________________________________________
 GX0758* NAD 83(1986)-  37 58 46.     (N)    081 00 05.     (W)     SCALED    
 GX0758* NAVD 88     -       675.911  (meters)    2217.55   (feet)  ADJUSTED  
 GX0758  ___________________________________________________________________
 GX0758  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX0758  DYNAMIC HT  -         675.374 (meters)    2215.79  (feet)  COMP
 GX0758  MODELED GRAV-     979,811.2   (mgal)                       NAVD 88
 GX0758
 GX0758  VERT ORDER  -  SECOND    CLASS 0
 GX0758
 GX0758.The horizontal coordinates were scaled from a topographic map and have
 GX0758.an estimated accuracy of +/- 6 seconds.
 GX0758
 GX0758.The orthometric height was determined by differential leveling
 GX0758.and adjusted by the National Geodetic Survey in June 1991..
 GX0758
 GX0758.The geoid height was determined by GEOID03.
 GX0758
 GX0758.The dynamic height is computed by dividing the NAVD 88
 GX0758.geopotential number by the normal gravity value computed on the
 GX0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0758.degrees latitude (g = 980.6199 gals.).
 GX0758
 GX0758.The modeled gravity was interpolated from observed gravity values.
 GX0758
 GX0758;                    North         East    Units  Estimated Accuracy
 GX0758;SPC WV S     -   108,710.      599,880.      MT  (+/- 180 meters Scaled)
 GX0758
 GX0758                          SUPERSEDED SURVEY CONTROL
 GX0758
 GX0758  NGVD 29 (??/??/92)  676.081  (m)         2218.11   (f) ADJ UNCH    2 0
 GX0758
 GX0758.Superseded values are not recommended for survey control.
 GX0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0758.See file dsdata.txt to determine how the superseded data were derived.
 GX0758
 GX0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC998035(NAD 83)
 GX0758_MARKER: DB = BENCH MARK DISK
 GX0758_SETTING: 66 = SET IN ROCK OUTCROP
 GX0758_SP_SET: ROCK CUT
 GX0758_STAMPING: G 206 1961
 GX0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0758+STABILITY: POSITION/ELEVATION WELL
 GX0758
 GX0758  HISTORY     - Date     Condition        Report By
 GX0758  HISTORY     - 1961     MONUMENTED       CGS
 GX0758
 GX0758                          STATION DESCRIPTION
 GX0758
 GX0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0758'2.5 MI SE FROM SEWELL.
 GX0758'ABOUT 2.5 MILES SOUTHEAST ALONG A ROUGH MOUNTAIN ROAD FROM THE
 GX0758'CHESAPEAKE AND OHIO RAILWAY STATION AT SEWELL, AT THE INSIDE OF
 GX0758'A SHARP CURVE, ALONG A VERY SHORT STRETCH (FLAT) BETWEEN TWO
 GX0758'SHORT ROUGH STEEP HILLS, SET VERTICALLY IN THE SOUTHWEST FACE OF
 GX0758'A ROCK, THE ROCK IS ABOUT 12 FEET LONG AND 2 FEET HIGH AND IS PART
 GX0758'OF A LOW CUT BANK, 17 FEET NORTHEAST OF THE CENTER LINE OF THE
 GX0758'ROAD, 5 FEET NORTHWEST OF THE SOUTHEAST END OF THE ROCK, 1/2 FOOT
 GX0758'BELOW THE TOP OF THE ROCK AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0772 ***********************************************************************
 GX0772  DESIGNATION -  G 207
 GX0772  PID         -  GX0772
 GX0772  STATE/COUNTY-  WV/FAYETTE
 GX0772  USGS QUAD   -  DANESE (1987)
 GX0772
 GX0772                         *CURRENT SURVEY CONTROL
 GX0772  ___________________________________________________________________
 GX0772* NAD 83(1986)-  37 54 22.     (N)    080 57 42.     (W)     SCALED    
 GX0772* NAVD 88     -       850.517  (meters)    2790.40   (feet)  ADJUSTED  
 GX0772  ___________________________________________________________________
 GX0772  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX0772  DYNAMIC HT  -         849.826 (meters)    2788.14  (feet)  COMP
 GX0772  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 GX0772
 GX0772  VERT ORDER  -  SECOND    CLASS 0
 GX0772
 GX0772.The horizontal coordinates were scaled from a topographic map and have
 GX0772.an estimated accuracy of +/- 6 seconds.
 GX0772
 GX0772.The orthometric height was determined by differential leveling
 GX0772.and adjusted by the National Geodetic Survey in June 1991..
 GX0772
 GX0772.The geoid height was determined by GEOID03.
 GX0772
 GX0772.The dynamic height is computed by dividing the NAVD 88
 GX0772.geopotential number by the normal gravity value computed on the
 GX0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0772.degrees latitude (g = 980.6199 gals.).
 GX0772
 GX0772.The modeled gravity was interpolated from observed gravity values.
 GX0772
 GX0772;                    North         East    Units  Estimated Accuracy
 GX0772;SPC WV S     -   100,570.      603,370.      MT  (+/- 180 meters Scaled)
 GX0772
 GX0772                          SUPERSEDED SURVEY CONTROL
 GX0772
 GX0772  NGVD 29 (??/??/92)  850.682  (m)         2790.95   (f) ADJ UNCH    2 0
 GX0772
 GX0772.Superseded values are not recommended for survey control.
 GX0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0772.See file dsdata.txt to determine how the superseded data were derived.
 GX0772
 GX0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB033953(NAD 83)
 GX0772_MARKER: DB = BENCH MARK DISK
 GX0772_SETTING: 66 = SET IN ROCK OUTCROP
 GX0772_SP_SET: ROCK CUT
 GX0772_STAMPING: G 207 1961
 GX0772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0772+STABILITY: POSITION/ELEVATION WELL
 GX0772
 GX0772  HISTORY     - Date     Condition        Report By
 GX0772  HISTORY     - 1961     MONUMENTED       CGS
 GX0772  HISTORY     - 1980     GOOD             LOCSUR
 GX0772
 GX0772                          STATION DESCRIPTION
 GX0772
 GX0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0772'0.6 MI NE FROM LAYLAND.
 GX0772'ABOUT 0.55 MILE NORTHEAST ALONG U.S. HIGHWAY 19 FROM A CONCRETE
 GX0772'BLOCK CHURCH AT LAYLAND, 0.4 MILE SOUTHWEST OF THE JUNCTION OF
 GX0772'COUNTY ROAD NO. 12 LEADING WEST, ABOUT 100 YARDS SOUTHWEST OF THE
 GX0772'SUMMIT OF A GRADE, AT THE INSIDE OF A SHARP CURVE, SET VERTICALLY
 GX0772'IN THE NORTHWEST FACE OF A LARGE ROCK CUT, 19 FEET SOUTHEAST OF
 GX0772'THE CENTER LINE OF THE HIGHWAY, 35 YARDS SOUTHWEST OF THE
 GX0772'NORTHEAST END OF THE CUT AND 2 FEET ABOVE THE LEVEL OF THE
 GX0772'HIGHWAY.
 GX0772
 GX0772                          STATION RECOVERY (1980)
 GX0772
 GX0772'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0805 ***********************************************************************
 GX0805  DESIGNATION -  G 208
 GX0805  PID         -  GX0805
 GX0805  STATE/COUNTY-  WV/SUMMERS
 GX0805  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0805
 GX0805                         *CURRENT SURVEY CONTROL
 GX0805  ___________________________________________________________________
 GX0805* NAD 83(1986)-  37 48 09.     (N)    080 50 01.     (W)     SCALED    
 GX0805* NAVD 88     -       459.807  (meters)    1508.55   (feet)  ADJUSTED  
 GX0805  ___________________________________________________________________
 GX0805  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0805  DYNAMIC HT  -         459.435 (meters)    1507.33  (feet)  COMP
 GX0805  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 GX0805
 GX0805  VERT ORDER  -  SECOND    CLASS 0
 GX0805
 GX0805.The horizontal coordinates were scaled from a topographic map and have
 GX0805.an estimated accuracy of +/- 6 seconds.
 GX0805
 GX0805.The orthometric height was determined by differential leveling
 GX0805.and adjusted by the National Geodetic Survey in June 1991..
 GX0805
 GX0805.The geoid height was determined by GEOID03.
 GX0805
 GX0805.The dynamic height is computed by dividing the NAVD 88
 GX0805.geopotential number by the normal gravity value computed on the
 GX0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0805.degrees latitude (g = 980.6199 gals.).
 GX0805
 GX0805.The modeled gravity was interpolated from observed gravity values.
 GX0805
 GX0805;                    North         East    Units  Estimated Accuracy
 GX0805;SPC WV S     -    89,080.      614,650.      MT  (+/- 180 meters Scaled)
 GX0805
 GX0805                          SUPERSEDED SURVEY CONTROL
 GX0805
 GX0805  NGVD 29 (??/??/92)  459.977  (m)         1509.11   (f) ADJ UNCH    2 0
 GX0805
 GX0805.Superseded values are not recommended for survey control.
 GX0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0805.See file dsdata.txt to determine how the superseded data were derived.
 GX0805
 GX0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB146839(NAD 83)
 GX0805_MARKER: DB = BENCH MARK DISK
 GX0805_SETTING: 66 = SET IN ROCK OUTCROP
 GX0805_SP_SET: ROCK LEDGE
 GX0805_STAMPING: G 206 1961
 GX0805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0805+STABILITY: POSITION/ELEVATION WELL
 GX0805
 GX0805  HISTORY     - Date     Condition        Report By
 GX0805  HISTORY     - 1961     MONUMENTED       CGS
 GX0805  HISTORY     - 1980     GOOD             LOCSUR
 GX0805
 GX0805                          STATION DESCRIPTION
 GX0805
 GX0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0805'4.8 MI NE FROM SANDSTONE.
 GX0805'ABOUT 4.75 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0805'CHESAPEAKE AND OHIO RAILWAY STATION AT SANDSTONE, AT THE INSIDE
 GX0805'OF A LONG CURVE, NEAR THE JUNCTION OF A DRIVEWAY LEADING NORTHWEST
 GX0805'TO A CONCRETE BLOCK HOUSE PAINTED WHITE, SET IN THE TOP OF A
 GX0805'SLOPING LEDGE OF ROCK THAT IS 10 FEET WIDE AND 20 FEET LONG, 20
 GX0805'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTHWEST
 GX0805'OF THE CENTER LINE OF THE DRIVEWAY AND 2 1/2 FEET ABOVE THE LEVEL
 GX0805'OF THE HIGHWAY.
 GX0805
 GX0805                          STATION RECOVERY (1980)
 GX0805
 GX0805'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0832 ***********************************************************************
 GX0832  DESIGNATION -  G 209
 GX0832  PID         -  GX0832
 GX0832  STATE/COUNTY-  WV/FAYETTE
 GX0832  USGS QUAD   -  RAINELLE (1976)
 GX0832
 GX0832                         *CURRENT SURVEY CONTROL
 GX0832  ___________________________________________________________________
 GX0832* NAD 83(1986)-  37 56 23.     (N)    080 48 24.     (W)     SCALED    
 GX0832* NAVD 88     -       742.403  (meters)    2435.70   (feet)  ADJUSTED  
 GX0832  ___________________________________________________________________
 GX0832  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX0832  DYNAMIC HT  -         741.776 (meters)    2433.64  (feet)  COMP
 GX0832  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 GX0832
 GX0832  VERT ORDER  -  SECOND    CLASS 0
 GX0832
 GX0832.The horizontal coordinates were scaled from a topographic map and have
 GX0832.an estimated accuracy of +/- 6 seconds.
 GX0832
 GX0832.The orthometric height was determined by differential leveling
 GX0832.and adjusted by the National Geodetic Survey in June 1991..
 GX0832
 GX0832.The geoid height was determined by GEOID03.
 GX0832
 GX0832.The dynamic height is computed by dividing the NAVD 88
 GX0832.geopotential number by the normal gravity value computed on the
 GX0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0832.degrees latitude (g = 980.6199 gals.).
 GX0832
 GX0832.The modeled gravity was interpolated from observed gravity values.
 GX0832
 GX0832;                    North         East    Units  Estimated Accuracy
 GX0832;SPC WV S     -   104,320.      616,990.      MT  (+/- 180 meters Scaled)
 GX0832
 GX0832                          SUPERSEDED SURVEY CONTROL
 GX0832
 GX0832  NGVD 29 (??/??/92)  742.540  (m)         2436.15   (f) ADJ UNCH    2 0
 GX0832
 GX0832.Superseded values are not recommended for survey control.
 GX0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0832.See file dsdata.txt to determine how the superseded data were derived.
 GX0832
 GX0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB169991(NAD 83)
 GX0832_MARKER: DB = BENCH MARK DISK
 GX0832_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0832_SP_SET: UNSPECIFIED ROCK
 GX0832_STAMPING: G 209 1961
 GX0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0832
 GX0832  HISTORY     - Date     Condition        Report By
 GX0832  HISTORY     - 1961     MONUMENTED       CGS
 GX0832
 GX0832                          STATION DESCRIPTION
 GX0832
 GX0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0832'2.6 MI SW FROM RAINELLE.
 GX0832'ABOUT 2.55 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM ITS
 GX0832'JUNCTION WITH U.S. HIGHWAY 60 AT RAINELLE, ABOUT 0.1 MILE SOUTHWEST
 GX0832'OF THE FAYETTE-GREENBRIER COUNTY LINE, AT THE OUTSIDE AND ABOUT
 GX0832'IN THE CENTER OF A LONG CURVE, SET ON THE TOP OF THE NORTHWEST
 GX0832'END OF A SLOPING ROCK, (ROCK IS ABOUT 12 FEET LONG-6 FEET WIDE
 GX0832'AND 2 1/2 FEET HIGH), BETWEEN THE HIGHWAY AND THE C AND O RAILWAY,
 GX0832'26 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 GX0832'SOUTHEAST OF THE SOUTHWEST END OF THE ROCK AND ABOUT LEVEL WITH
 GX0832'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2757 ***********************************************************************
 HX2757  DESIGNATION -  G 210
 HX2757  PID         -  HX2757
 HX2757  STATE/COUNTY-  WV/GREENBRIER
 HX2757  USGS QUAD   -  CORLISS (1976)
 HX2757
 HX2757                         *CURRENT SURVEY CONTROL
 HX2757  ___________________________________________________________________
 HX2757* NAD 83(1986)-  38 00 17.     (N)    080 44 59.     (W)     SCALED    
 HX2757* NAVD 88     -       730.663  (meters)    2397.18   (feet)  ADJUSTED  
 HX2757  ___________________________________________________________________
 HX2757  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX2757  DYNAMIC HT  -         730.059 (meters)    2395.20  (feet)  COMP
 HX2757  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 HX2757
 HX2757  VERT ORDER  -  SECOND    CLASS 0
 HX2757
 HX2757.The horizontal coordinates were scaled from a topographic map and have
 HX2757.an estimated accuracy of +/- 6 seconds.
 HX2757
 HX2757.The orthometric height was determined by differential leveling
 HX2757.and adjusted by the National Geodetic Survey in June 1991..
 HX2757
 HX2757.The geoid height was determined by GEOID03.
 HX2757
 HX2757.The dynamic height is computed by dividing the NAVD 88
 HX2757.geopotential number by the normal gravity value computed on the
 HX2757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2757.degrees latitude (g = 980.6199 gals.).
 HX2757
 HX2757.The modeled gravity was interpolated from observed gravity values.
 HX2757
 HX2757;                    North         East    Units  Estimated Accuracy
 HX2757;SPC WV S     -   111,540.      621,980.      MT  (+/- 180 meters Scaled)
 HX2757
 HX2757                          SUPERSEDED SURVEY CONTROL
 HX2757
 HX2757  NGVD 29 (??/??/92)  730.805  (m)         2397.65   (f) ADJ UNCH    2 0
 HX2757
 HX2757.Superseded values are not recommended for survey control.
 HX2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2757.See file dsdata.txt to determine how the superseded data were derived.
 HX2757
 HX2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC219063(NAD 83)
 HX2757_MARKER: DB = BENCH MARK DISK
 HX2757_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX2757_SP_SET: UNSPECIFIED ROCK
 HX2757_STAMPING: G 210 1961
 HX2757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2757
 HX2757  HISTORY     - Date     Condition        Report By
 HX2757  HISTORY     - 1961     MONUMENTED       CGS
 HX2757
 HX2757                          STATION DESCRIPTION
 HX2757
 HX2757'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2757'0.8 MI SW FROM CHARMCO.
 HX2757'ABOUT 0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HX2757'WITH STATE HIGHWAY 20 AT CHARMCO, AT THE OUTSIDE OF A LONG
 HX2757'CURVE, AT THE JUNCTION OF A BLACK TOP DRIVEWAY LEADING NORTHWEST
 HX2757'TO A ONE-STORY CONCRETE BLOCK HOUSE PAINTED WHITE, SET IN TOP
 HX2757'AND ABOUT IN THE CENTER OF A 6-BY-2 FOOT ROCK THAT PROJECTS
 HX2757'1 1/2 FEET ABOVE THE LEVEL OF THE GROUND, 27 FEET NORTH OF THE
 HX2757'CENTER LINE OF THE HIGHWAY, 48 FEET SOUTHWEST OF THE CENTER
 HX2757'LINE OF THE DRIVEWAY AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0858 ***********************************************************************
 GX0858  DESIGNATION -  G 211
 GX0858  PID         -  GX0858
 GX0858  STATE/COUNTY-  WV/SUMMERS
 GX0858  USGS QUAD   -  TALCOTT (1968)
 GX0858
 GX0858                         *CURRENT SURVEY CONTROL
 GX0858  ___________________________________________________________________
 GX0858* NAD 83(1986)-  37 44 23.     (N)    080 47 07.     (W)     SCALED    
 GX0858* NAVD 88     -       960.205  (meters)    3150.27   (feet)  ADJUSTED  
 GX0858  ___________________________________________________________________
 GX0858  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX0858  DYNAMIC HT  -         959.385 (meters)    3147.58  (feet)  COMP
 GX0858  MODELED GRAV-     979,742.2   (mgal)                       NAVD 88
 GX0858
 GX0858  VERT ORDER  -  SECOND    CLASS 0
 GX0858
 GX0858.The horizontal coordinates were scaled from a topographic map and have
 GX0858.an estimated accuracy of +/- 6 seconds.
 GX0858
 GX0858.The orthometric height was determined by differential leveling
 GX0858.and adjusted by the National Geodetic Survey in June 1991..
 GX0858
 GX0858.The geoid height was determined by GEOID03.
 GX0858
 GX0858.The dynamic height is computed by dividing the NAVD 88
 GX0858.geopotential number by the normal gravity value computed on the
 GX0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0858.degrees latitude (g = 980.6199 gals.).
 GX0858
 GX0858.The modeled gravity was interpolated from observed gravity values.
 GX0858
 GX0858;                    North         East    Units  Estimated Accuracy
 GX0858;SPC WV S     -    82,120.      618,930.      MT  (+/- 180 meters Scaled)
 GX0858
 GX0858                          SUPERSEDED SURVEY CONTROL
 GX0858
 GX0858  NGVD 29 (??/??/92)  960.364  (m)         3150.79   (f) ADJ UNCH    2 0
 GX0858
 GX0858.Superseded values are not recommended for survey control.
 GX0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0858.See file dsdata.txt to determine how the superseded data were derived.
 GX0858
 GX0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB189769(NAD 83)
 GX0858_MARKER: DB = BENCH MARK DISK
 GX0858_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0858_SP_SET: UNSPECIFIED ROCK
 GX0858_STAMPING: G 211 1961
 GX0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0858
 GX0858  HISTORY     - Date     Condition        Report By
 GX0858  HISTORY     - 1961     MONUMENTED       CGS
 GX0858
 GX0858                          STATION DESCRIPTION
 GX0858
 GX0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0858'10.7 MI SE FROM SANDSTONE.
 GX0858'0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE CHESAPEAKE AND
 GX0858'OHIO RAILWAY STATION AT SANDSTONE, THENCE 10.15 MILES SOUTHEAST
 GX0858'ALONG THE SANDSTONE-RAMP ROAD, THENCE 0.25 MILE EAST ALONG A
 GX0858'NARROW AND ROUGH MOUNTAIN ROAD, 0.2 MILE EAST AND 0.25 MILE
 GX0858'SOUTHEAST OF THE CHESTNUT GROVE BAPTIST CHURCH, AT THE INSIDE OF
 GX0858'A VERY SHARP CURVE, SET ON THE TOP OF A FLAT ROCK 7 FEET LONG
 GX0858'AND 2 FEET WIDE, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 GX0858'14 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST,
 GX0858'2 FEET ABOVE THE LEVEL OF THE ROADS.  NOTE-- MARK MAY BE REACHED
 GX0858'FROM ALDERSON BY GOING 2.3 MILES WEST ALONG STATE HIGHWAY 3
 GX0858'AND 12 FROM THE NORTH END OF THE BRIDGE OVER THE GREENBRIER
 GX0858'RIVER AT ALDERSON, THENCE 8.85 MILES WEST ALONG A BLACK TOP
 GX0858'AND GRADED ROAD, THENCE 1.15 MILES WEST UPHILL ON A ROUGH NARROW
 GX0858'MOUNTAIN ROAD TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0869 ***********************************************************************
 GX0869  DESIGNATION -  G 212
 GX0869  PID         -  GX0869
 GX0869  STATE/COUNTY-  WV/SUMMERS
 GX0869  USGS QUAD   -  ALDERSON (1976)
 GX0869
 GX0869                         *CURRENT SURVEY CONTROL
 GX0869  ___________________________________________________________________
 GX0869* NAD 83(1986)-  37 43 52.     (N)    080 42 47.     (W)     SCALED    
 GX0869* NAVD 88     -       631.854  (meters)    2073.01   (feet)  ADJUSTED  
 GX0869  ___________________________________________________________________
 GX0869  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX0869  DYNAMIC HT  -         631.328 (meters)    2071.28  (feet)  COMP
 GX0869  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 GX0869
 GX0869  VERT ORDER  -  SECOND    CLASS 0
 GX0869
 GX0869.The horizontal coordinates were scaled from a topographic map and have
 GX0869.an estimated accuracy of +/- 6 seconds.
 GX0869
 GX0869.The orthometric height was determined by differential leveling
 GX0869.and adjusted by the National Geodetic Survey in June 1991..
 GX0869
 GX0869.The geoid height was determined by GEOID03.
 GX0869
 GX0869.The dynamic height is computed by dividing the NAVD 88
 GX0869.geopotential number by the normal gravity value computed on the
 GX0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0869.degrees latitude (g = 980.6199 gals.).
 GX0869
 GX0869.The modeled gravity was interpolated from observed gravity values.
 GX0869
 GX0869;                    North         East    Units  Estimated Accuracy
 GX0869;SPC WV S     -    81,180.      625,290.      MT  (+/- 180 meters Scaled)
 GX0869
 GX0869                          SUPERSEDED SURVEY CONTROL
 GX0869
 GX0869  NGVD 29 (??/??/92)  632.020  (m)         2073.55   (f) ADJ UNCH    2 0
 GX0869
 GX0869.Superseded values are not recommended for survey control.
 GX0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0869.See file dsdata.txt to determine how the superseded data were derived.
 GX0869
 GX0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB252760(NAD 83)
 GX0869_MARKER: DB = BENCH MARK DISK
 GX0869_SETTING: 66 = SET IN ROCK OUTCROP
 GX0869_SP_SET: ROCK CLIFF
 GX0869_STAMPING: G 212 1961
 GX0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0869+STABILITY: POSITION/ELEVATION WELL
 GX0869
 GX0869  HISTORY     - Date     Condition        Report By
 GX0869  HISTORY     - 1961     MONUMENTED       CGS
 GX0869  HISTORY     - 1971     MARK NOT FOUND   USGS
 GX0869
 GX0869                          STATION DESCRIPTION
 GX0869
 GX0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0869'4.7 MI W FROM ALDERSON.
 GX0869'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0869'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 2.4 MILES
 GX0869'WEST ALONG AN ASPHALT ROAD, ON THE EAST SLOPE OF A MOUNTAIN, AT
 GX0869'THE INSIDE OF A CURVE, ABOUT 0.85 MILES WEST OF A Y JUNCTION, SET
 GX0869'ON TOP OF THE EAST CORNER OF A LARGE TRIANGULAR SHAPED ROCK THAT
 GX0869'IS AT THE SOUTHWEST CORNER OF A LARGE HIGH ROCK CLIFF THAT RUNS
 GX0869'NORTHEAST AWAY FROM THE ROAD, 50 FEET NORTH OF THE CENTER OF A
 GX0869'JUNCTION OF A PRIVATE ROAD LEADING EAST AND THE MAIN ROAD, 1 FOOT
 GX0869'WEST OF THE EAST CORNER OF THE ROCK AND 2 FEET BELOW THE LEVEL OF
 GX0869'THE ROAD.
 GX0869
 GX0869                          STATION RECOVERY (1971)
 GX0869
 GX0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GX0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0982 ***********************************************************************
 GX0982  DESIGNATION -  G 213
 GX0982  PID         -  GX0982
 GX0982  STATE/COUNTY-  WV/FAYETTE
 GX0982  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0982
 GX0982                         *CURRENT SURVEY CONTROL
 GX0982  ___________________________________________________________________
 GX0982* NAD 83(1986)-  37 52 23.     (N)    080 47 39.     (W)     SCALED    
 GX0982* NAVD 88     -       851.207  (meters)    2792.67   (feet)  ADJUSTED  
 GX0982  ___________________________________________________________________
 GX0982  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX0982  DYNAMIC HT  -         850.491 (meters)    2790.32  (feet)  COMP
 GX0982  MODELED GRAV-     979,757.9   (mgal)                       NAVD 88
 GX0982
 GX0982  VERT ORDER  -  SECOND    CLASS 0
 GX0982
 GX0982.The horizontal coordinates were scaled from a topographic map and have
 GX0982.an estimated accuracy of +/- 6 seconds.
 GX0982
 GX0982.The orthometric height was determined by differential leveling
 GX0982.and adjusted by the National Geodetic Survey in June 1991..
 GX0982
 GX0982.The geoid height was determined by GEOID03.
 GX0982
 GX0982.The dynamic height is computed by dividing the NAVD 88
 GX0982.geopotential number by the normal gravity value computed on the
 GX0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0982.degrees latitude (g = 980.6199 gals.).
 GX0982
 GX0982.The modeled gravity was interpolated from observed gravity values.
 GX0982
 GX0982;                    North         East    Units  Estimated Accuracy
 GX0982;SPC WV S     -    96,920.      618,110.      MT  (+/- 180 meters Scaled)
 GX0982
 GX0982                          SUPERSEDED SURVEY CONTROL
 GX0982
 GX0982  NGVD 29 (??/??/92)  851.354  (m)         2793.15   (f) ADJ UNCH    2 0
 GX0982
 GX0982.Superseded values are not recommended for survey control.
 GX0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0982.See file dsdata.txt to determine how the superseded data were derived.
 GX0982
 GX0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB181917(NAD 83)
 GX0982_MARKER: DB = BENCH MARK DISK
 GX0982_SETTING: 66 = SET IN ROCK OUTCROP
 GX0982_SP_SET: ROCK
 GX0982_STAMPING: G 213 1961
 GX0982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0982+STABILITY: POSITION/ELEVATION WELL
 GX0982
 GX0982  HISTORY     - Date     Condition        Report By
 GX0982  HISTORY     - 1961     MONUMENTED       CGS
 GX0982
 GX0982                          STATION DESCRIPTION
 GX0982
 GX0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0982'1 MI E FROM SPRINGDALE.
 GX0982'ABOUT 1.0 MILE EAST ALONG A BLACK TOP ROAD FROM ITS JUNCTION
 GX0982'WITH STATE HIGHWAY 20 AT SPRINGDALE, AT THE INSIDE OF A CURVE,
 GX0982'SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK THAT IS ABOUT 12
 GX0982'FEET HIGH-10 FEET LONG AND PART OF A 12 FOOT HIGH CUT, 21 FEET
 GX0982'NORTH OF THE CENTER LINE OF THE ROAD, 6 FEET WEST OF THE EAST END
 GX0982'OF THE ROCK, 2 FEET ABOVE THE LEVEL OF THE GROUND AND 4 FEET ABOVE
 GX0982'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0916 ***********************************************************************
 GX0916  DESIGNATION -  G 214
 GX0916  PID         -  GX0916
 GX0916  STATE/COUNTY-  WV/GREENBRIER
 GX0916  USGS QUAD   -  RUPERT (1981)
 GX0916
 GX0916                         *CURRENT SURVEY CONTROL
 GX0916  ___________________________________________________________________
 GX0916* NAD 83(1986)-  37 52 50.     (N)    080 43 17.     (W)     SCALED    
 GX0916* NAVD 88     -       739.824  (meters)    2427.24   (feet)  ADJUSTED  
 GX0916  ___________________________________________________________________
 GX0916  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX0916  DYNAMIC HT  -         739.199 (meters)    2425.19  (feet)  COMP
 GX0916  MODELED GRAV-     979,759.7   (mgal)                       NAVD 88
 GX0916
 GX0916  VERT ORDER  -  SECOND    CLASS 0
 GX0916
 GX0916.The horizontal coordinates were scaled from a topographic map and have
 GX0916.an estimated accuracy of +/- 6 seconds.
 GX0916
 GX0916.The orthometric height was determined by differential leveling
 GX0916.and adjusted by the National Geodetic Survey in June 1991..
 GX0916
 GX0916.The geoid height was determined by GEOID03.
 GX0916
 GX0916.The dynamic height is computed by dividing the NAVD 88
 GX0916.geopotential number by the normal gravity value computed on the
 GX0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0916.degrees latitude (g = 980.6199 gals.).
 GX0916
 GX0916.The modeled gravity was interpolated from observed gravity values.
 GX0916
 GX0916;                    North         East    Units  Estimated Accuracy
 GX0916;SPC WV S     -    97,770.      624,510.      MT  (+/- 180 meters Scaled)
 GX0916
 GX0916                          SUPERSEDED SURVEY CONTROL
 GX0916
 GX0916  NGVD 29 (??/??/92)  739.966  (m)         2427.71   (f) ADJ UNCH    2 0
 GX0916
 GX0916.Superseded values are not recommended for survey control.
 GX0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0916.See file dsdata.txt to determine how the superseded data were derived.
 GX0916
 GX0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB245925(NAD 83)
 GX0916_MARKER: DB = BENCH MARK DISK
 GX0916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0916_SP_SET: CULVERT
 GX0916_STAMPING: G 214 1961
 GX0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0916
 GX0916  HISTORY     - Date     Condition        Report By
 GX0916  HISTORY     - 1961     MONUMENTED       CGS
 GX0916
 GX0916                          STATION DESCRIPTION
 GX0916
 GX0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0916'2.4 MI NW FROM DAWSON.
 GX0916'ABOUT 1.45 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM A T
 GX0916'ROAD JUNCTION AT DAWSON, THENCE 1.0 MILE NORTH ALONG A BLACK
 GX0916'TOP ROAD, NEAR THE JUNCTION OF A GRADED ROAD LEADING NORTHWEST,
 GX0916'SET ON TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL
 GX0916'OF A 12 FOOT BOX CULVERT OVER EAGLE BRANCH, 13 FEET NORTHWEST
 GX0916'OF THE CENTER LINE OF THE ROAD, 18 FEET NORTHEAST OF THE CENTER
 GX0916'LINE OF THE GRADED ROAD, 1/2 FOOT SOUTHEAST OF THE NORTHWEST
 GX0916'END OF THE HEADWALL AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1330 ***********************************************************************
 HX1330  DESIGNATION -  G 215
 HX1330  PID         -  HX1330
 HX1330  STATE/COUNTY-  WV/GREENBRIER
 HX1330  USGS QUAD   -  QUINWOOD (1995)
 HX1330
 HX1330                         *CURRENT SURVEY CONTROL
 HX1330  ___________________________________________________________________
 HX1330* NAD 83(1986)-  38 02 05.     (N)    080 37 37.     (W)     SCALED    
 HX1330* NAVD 88     -       859.142  (meters)    2818.70   (feet)  ADJUSTED  
 HX1330  ___________________________________________________________________
 HX1330  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HX1330  DYNAMIC HT  -         858.407 (meters)    2816.29  (feet)  COMP
 HX1330  MODELED GRAV-     979,744.3   (mgal)                       NAVD 88
 HX1330
 HX1330  VERT ORDER  -  SECOND    CLASS 0
 HX1330
 HX1330.The horizontal coordinates were scaled from a topographic map and have
 HX1330.an estimated accuracy of +/- 6 seconds.
 HX1330
 HX1330.The orthometric height was determined by differential leveling
 HX1330.and adjusted by the National Geodetic Survey in June 1991..
 HX1330
 HX1330.The geoid height was determined by GEOID03.
 HX1330
 HX1330.The dynamic height is computed by dividing the NAVD 88
 HX1330.geopotential number by the normal gravity value computed on the
 HX1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1330.degrees latitude (g = 980.6199 gals.).
 HX1330
 HX1330.The modeled gravity was interpolated from observed gravity values.
 HX1330
 HX1330;                    North         East    Units  Estimated Accuracy
 HX1330;SPC WV S     -   114,910.      632,750.      MT  (+/- 180 meters Scaled)
 HX1330
 HX1330                          SUPERSEDED SURVEY CONTROL
 HX1330
 HX1330  NGVD 29 (??/??/92)  859.259  (m)         2819.09   (f) ADJ UNCH    2 0
 HX1330
 HX1330.Superseded values are not recommended for survey control.
 HX1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1330.See file dsdata.txt to determine how the superseded data were derived.
 HX1330
 HX1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC327097(NAD 83)
 HX1330_MARKER: DB = BENCH MARK DISK
 HX1330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1330_SP_SET: ABUTMENT
 HX1330_STAMPING: G 215 1961
 HX1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1330
 HX1330  HISTORY     - Date     Condition        Report By
 HX1330  HISTORY     - 1961     MONUMENTED       CGS
 HX1330
 HX1330                          STATION DESCRIPTION
 HX1330
 HX1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1330'6.8 MI N FROM RUPERT.
 HX1330'ABOUT 6.75 MILES NORTH ALONG A BLACK TOP ROAD FROM THE HIGH
 HX1330'SCHOOL BUILDING AT RUPERT, ALONG THE CHESAPEAKE AND OHIO RAILWAY,
 HX1330'ABOUT 60 YARDS EAST OF THE ROAD CROSSING, SET ON THE TOP OF THE
 HX1330'NORTH END OF THE WEST CONCRETE ABUTMENT OF THE C AND O RAILWAY
 HX1330'BRIDGE NO. 71 OVER BIG CLEAR CREEK, 60 FEET SOUTHEAST OF THE
 HX1330'CENTER LINE OF THE ROAD, 7 FEET NORTH OF THE NORTH RAIL, 1.3
 HX1330'FOOT SOUTH OF THE NORTH END OF THE ABUTMENT AND 1 1/2 FEET
 HX1330'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1017 ***********************************************************************
 GX1017  DESIGNATION -  G 216
 GX1017  PID         -  GX1017
 GX1017  STATE/COUNTY-  WV/GREENBRIER
 GX1017  USGS QUAD   -  ASBURY (1979)
 GX1017
 GX1017                         *CURRENT SURVEY CONTROL
 GX1017  ___________________________________________________________________
 GX1017* NAD 83(1986)-  37 49 23.     (N)    080 33 36.     (W)     SCALED    
 GX1017* NAVD 88     -       647.221  (meters)    2123.42   (feet)  ADJUSTED  
 GX1017  ___________________________________________________________________
 GX1017  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX1017  DYNAMIC HT  -         646.684 (meters)    2121.66  (feet)  COMP
 GX1017  MODELED GRAV-     979,779.5   (mgal)                       NAVD 88
 GX1017
 GX1017  VERT ORDER  -  SECOND    CLASS 0
 GX1017
 GX1017.The horizontal coordinates were scaled from a topographic map and have
 GX1017.an estimated accuracy of +/- 6 seconds.
 GX1017
 GX1017.The orthometric height was determined by differential leveling
 GX1017.and adjusted by the National Geodetic Survey in June 1991..
 GX1017
 GX1017.The geoid height was determined by GEOID03.
 GX1017
 GX1017.The dynamic height is computed by dividing the NAVD 88
 GX1017.geopotential number by the normal gravity value computed on the
 GX1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1017.degrees latitude (g = 980.6199 gals.).
 GX1017
 GX1017.The modeled gravity was interpolated from observed gravity values.
 GX1017
 GX1017;                    North         East    Units  Estimated Accuracy
 GX1017;SPC WV S     -    91,440.      638,740.      MT  (+/- 180 meters Scaled)
 GX1017
 GX1017                          SUPERSEDED SURVEY CONTROL
 GX1017
 GX1017  NGVD 29 (??/??/92)  647.373  (m)         2123.92   (f) ADJ UNCH    2 0
 GX1017
 GX1017.Superseded values are not recommended for survey control.
 GX1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1017.See file dsdata.txt to determine how the superseded data were derived.
 GX1017
 GX1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB387862(NAD 83)
 GX1017_MARKER: DB = BENCH MARK DISK
 GX1017_SETTING: 66 = SET IN ROCK OUTCROP
 GX1017_SP_SET: ROCK LEDGE
 GX1017_STAMPING: G 216 1961
 GX1017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1017+STABILITY: POSITION/ELEVATION WELL
 GX1017
 GX1017  HISTORY     - Date     Condition        Report By
 GX1017  HISTORY     - 1961     MONUMENTED       CGS
 GX1017
 GX1017                          STATION DESCRIPTION
 GX1017
 GX1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1017'AT ASBURY.
 GX1017'AT ASBURY, ABOUT 0.1 MILE NORTHWEST ALONG COUNTY ROAD NO. 33
 GX1017'FROM THE ASBURY SCHOOL, ALONG STATE HIGHWAY 12, 100 YARDS SOUTHEAST
 GX1017'AND ACROSS THE HIGHWAY FROM THE WEST POINT BAPTIST CHURCH AT
 GX1017'ASBURY, SET ON THE TOP OF THE WEST EDGE OF A ROCK LEDGE AT THE
 GX1017'BASE OF A 15-FOOT HIGH CUT, 24 FEET SOUTHEAST OF THE CENTER
 GX1017'LINE OF STATE HIGHWAY 12, 13 FEET NORTHEAST OF THE CENTER LINE
 GX1017'OF COUNTY ROAD NO. 33, 1/2 FOOT EAST OF THE WEST EDGE OF THE
 GX1017'ROCK AND 3 FEET ABOVE THE CENTER OF THE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1032 ***********************************************************************
 GX1032  DESIGNATION -  G 217
 GX1032  PID         -  GX1032
 GX1032  STATE/COUNTY-  WV/GREENBRIER
 GX1032  USGS QUAD   -  DAWSON (1971)
 GX1032
 GX1032                         *CURRENT SURVEY CONTROL
 GX1032  ___________________________________________________________________
 GX1032* NAD 83(1986)-  37 50 30.     (N)    080 39 42.     (W)     SCALED    
 GX1032* NAVD 88     -       786.237  (meters)    2579.51   (feet)  ADJUSTED  
 GX1032  ___________________________________________________________________
 GX1032  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX1032  DYNAMIC HT  -         785.575 (meters)    2577.34  (feet)  COMP
 GX1032  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 GX1032
 GX1032  VERT ORDER  -  SECOND    CLASS 0
 GX1032
 GX1032.The horizontal coordinates were scaled from a topographic map and have
 GX1032.an estimated accuracy of +/- 6 seconds.
 GX1032
 GX1032.The orthometric height was determined by differential leveling
 GX1032.and adjusted by the National Geodetic Survey in June 1991..
 GX1032
 GX1032.The geoid height was determined by GEOID03.
 GX1032
 GX1032.The dynamic height is computed by dividing the NAVD 88
 GX1032.geopotential number by the normal gravity value computed on the
 GX1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1032.degrees latitude (g = 980.6199 gals.).
 GX1032
 GX1032.The modeled gravity was interpolated from observed gravity values.
 GX1032
 GX1032;                    North         East    Units  Estimated Accuracy
 GX1032;SPC WV S     -    93,470.      629,780.      MT  (+/- 180 meters Scaled)
 GX1032
 GX1032                          SUPERSEDED SURVEY CONTROL
 GX1032
 GX1032  NGVD 29 (??/??/92)  786.387  (m)         2580.00   (f) ADJ UNCH    2 0
 GX1032
 GX1032.Superseded values are not recommended for survey control.
 GX1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1032.See file dsdata.txt to determine how the superseded data were derived.
 GX1032
 GX1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB297883(NAD 83)
 GX1032_MARKER: DB = BENCH MARK DISK
 GX1032_SETTING: 66 = SET IN ROCK OUTCROP
 GX1032_SP_SET: ROCK CUT
 GX1032_STAMPING: G 217 1961
 GX1032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1032+STABILITY: POSITION/ELEVATION WELL
 GX1032
 GX1032  HISTORY     - Date     Condition        Report By
 GX1032  HISTORY     - 1961     MONUMENTED       CGS
 GX1032
 GX1032                          STATION DESCRIPTION
 GX1032
 GX1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1032'3 MI NW FROM BLUE SULPHUR SPRINGS.
 GX1032'ABOUT 0.9 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE G.O.E.
 GX1032'MEMORIAL CHURCH AT BLUE SULPHUR SPRINGS, THENCE 2.05 MILES
 GX1032'NORTHWESTERLY ALONG A ROUGH GRADED MOUNTAIN ROAD, ABOUT 0.95
 GX1032'MILE NORTHEAST OF THE HICKORY GROVE CHURCH AND A ROAD CROSSING,
 GX1032'ON THE SOUTHEAST SLOPE OF A MOUNTAIN, 130 YARDS EAST OF THE
 GX1032'JUNCTION OF A FARM ROAD LEADING NORTH AND AT THE TOP OF A
 GX1032'MOUNTAIN, SET VERTICALLY IN THE SOUTH FACE OF A ROCK THAT IS PART
 GX1032'OF A 10 FOOT HIGH CUT, 15 FEET NORTH OF THE CENTER LINE OF THE
 GX1032'ROAD, 2 1/2 FEET EAST OF THE WEST END OF THE ROCK AND 1 FOOT
 GX1032'ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS MARK MAY BE REACHED
 GX1032'FROM A T ROAD JUNCTION AT DAWSON BY GOING 1.4 MILES SOUTHEAST
 GX1032'ALONG A BLACK TOP ROAD, THENCE 3.15 MILES EASTERLY ALONG A GRADED
 GX1032'ROAD TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1980 ***********************************************************************
 HX1980  DESIGNATION -  G 218
 HX1980  PID         -  HX1980
 HX1980  STATE/COUNTY-  WV/FAYETTE
 HX1980  USGS QUAD   -  ANSTED (1976)
 HX1980
 HX1980                         *CURRENT SURVEY CONTROL
 HX1980  ___________________________________________________________________
 HX1980* NAD 83(1986)-  38 11 46.     (N)    081 05 58.     (W)     SCALED    
 HX1980* NAVD 88     -       323.052  (meters)    1059.88   (feet)  ADJUSTED  
 HX1980  ___________________________________________________________________
 HX1980  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HX1980  DYNAMIC HT  -         322.818 (meters)    1059.11  (feet)  COMP
 HX1980  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 HX1980
 HX1980  VERT ORDER  -  SECOND    CLASS 0
 HX1980
 HX1980.The horizontal coordinates were scaled from a topographic map and have
 HX1980.an estimated accuracy of +/- 6 seconds.
 HX1980
 HX1980.The orthometric height was determined by differential leveling
 HX1980.and adjusted by the National Geodetic Survey in June 1991..
 HX1980
 HX1980.The geoid height was determined by GEOID03.
 HX1980
 HX1980.The dynamic height is computed by dividing the NAVD 88
 HX1980.geopotential number by the normal gravity value computed on the
 HX1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1980.degrees latitude (g = 980.6199 gals.).
 HX1980
 HX1980.The modeled gravity was interpolated from observed gravity values.
 HX1980
 HX1980;                    North         East    Units  Estimated Accuracy
 HX1980;SPC WV S     -   132,760.      591,290.      MT  (+/- 180 meters Scaled)
 HX1980
 HX1980                          SUPERSEDED SURVEY CONTROL
 HX1980
 HX1980  NGVD 29 (??/??/92)  323.233  (m)         1060.47   (f) ADJ UNCH    2 0
 HX1980
 HX1980.Superseded values are not recommended for survey control.
 HX1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1980.See file dsdata.txt to determine how the superseded data were derived.
 HX1980
 HX1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC912275(NAD 83)
 HX1980_MARKER: DB = BENCH MARK DISK
 HX1980_SETTING: 66 = SET IN ROCK OUTCROP
 HX1980_SP_SET: ROCK LEDGE
 HX1980_STAMPING: G 218 1961
 HX1980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1980+STABILITY: POSITION/ELEVATION WELL
 HX1980
 HX1980  HISTORY     - Date     Condition        Report By
 HX1980  HISTORY     - 1961     MONUMENTED       CGS
 HX1980
 HX1980                          STATION DESCRIPTION
 HX1980
 HX1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1980'4.1 MI SE FROM BEECH GLEN.
 HX1980'ABOUT 4.1 MILES SOUTHEAST ALONG A BLACK TOP AND GRAVELED ROAD
 HX1980'FROM THE SOUTHWEST END OF THE CHESAPEAKE AND OHIO RAILWAY BRIDGE
 HX1980'OVER THE GAULEY RIVER AT BEECH GLEN, 1.1 MILES NORTH OF THE SMALL
 HX1980'VILLAGE OF ROMONT, 0.2 MILE SOUTHEAST OF A STEEL BRIDGE OVER RICH
 HX1980'CREEK, SET VERTICALLY IN THE SOUTHEAST FACE OF A 4 BY-5 FOOT THAT
 HX1980'PROJECTS OUT OF A CUT BANK, 14 FEET NORTHWEST OF THE CENTER LINE
 HX1980'OF THE ROAD, 20 FEET NORTHWEST OF THE NORTHWEST BANK OF RICH
 HX1980'CREEK, AND 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2004 ***********************************************************************
 HX2004  DESIGNATION -  G 219
 HX2004  PID         -  HX2004
 HX2004  STATE/COUNTY-  WV/FAYETTE
 HX2004  USGS QUAD   -  ANSTED (1976)
 HX2004
 HX2004                         *CURRENT SURVEY CONTROL
 HX2004  ___________________________________________________________________
 HX2004* NAD 83(1986)-  38 07 32.     (N)    081 01 21.     (W)     SCALED    
 HX2004* NAVD 88     -       559.588  (meters)    1835.91   (feet)  ADJUSTED  
 HX2004  ___________________________________________________________________
 HX2004  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HX2004  DYNAMIC HT  -         559.157 (meters)    1834.50  (feet)  COMP
 HX2004  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 HX2004
 HX2004  VERT ORDER  -  SECOND    CLASS 0
 HX2004
 HX2004.The horizontal coordinates were scaled from a topographic map and have
 HX2004.an estimated accuracy of +/- 6 seconds.
 HX2004
 HX2004.The orthometric height was determined by differential leveling
 HX2004.and adjusted by the National Geodetic Survey in June 1991..
 HX2004
 HX2004.The geoid height was determined by GEOID03.
 HX2004
 HX2004.The dynamic height is computed by dividing the NAVD 88
 HX2004.geopotential number by the normal gravity value computed on the
 HX2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2004.degrees latitude (g = 980.6199 gals.).
 HX2004
 HX2004.The modeled gravity was interpolated from observed gravity values.
 HX2004
 HX2004;                    North         East    Units  Estimated Accuracy
 HX2004;SPC WV S     -   124,920.      598,030.      MT  (+/- 180 meters Scaled)
 HX2004
 HX2004                          SUPERSEDED SURVEY CONTROL
 HX2004
 HX2004  NGVD 29 (??/??/92)  559.758  (m)         1836.47   (f) ADJ UNCH    2 0
 HX2004
 HX2004.Superseded values are not recommended for survey control.
 HX2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2004.See file dsdata.txt to determine how the superseded data were derived.
 HX2004
 HX2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC980197(NAD 83)
 HX2004_MARKER: DB = BENCH MARK DISK
 HX2004_SETTING: 66 = SET IN ROCK OUTCROP
 HX2004_SP_SET: ROCK CUT
 HX2004_STAMPING: G 219 1961
 HX2004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2004+STABILITY: POSITION/ELEVATION WELL
 HX2004
 HX2004  HISTORY     - Date     Condition        Report By
 HX2004  HISTORY     - 1961     MONUMENTED       CGS
 HX2004
 HX2004                          STATION DESCRIPTION
 HX2004
 HX2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2004'4.5 MI SE FROM ANSTED.
 HX2004'ABOUT 4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX2004'HIGH SCHOOL AT ANSTED, ABOUT 0.35 MILE NORTHEAST OF THE JUNCTION
 HX2004'OF A BLACK TOP ROAD LEADING TO FAYETTE STATION, 0.6 MILE
 HX2004'SOUTHWEST OF THE JUNCTION OF A BLACK TOP ROAD LEADING NORTHEAST
 HX2004'TO STRINGTOWN, SET VERTICALLY IN THE SOUTHEAST FACE OF A LARGE
 HX2004'ROCK CUT, 24 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HX2004'270 FEET NORTHEAST OF THE SOUTHWEST END OF THE CUT AND 4 FEET
 HX2004'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0511 ***********************************************************************
 JX0511  DESIGNATION -  G 22
 JX0511  PID         -  JX0511
 JX0511  STATE/COUNTY-  WV/MARSHALL
 JX0511  USGS QUAD   -  GLEN EASTON (1976)
 JX0511
 JX0511                         *CURRENT SURVEY CONTROL
 JX0511  ___________________________________________________________________
 JX0511* NAD 83(1986)-  39 50 07.     (N)    080 38 24.     (W)     SCALED    
 JX0511* NAVD 88     -       294.287  (meters)     965.51   (feet)  ADJUSTED  
 JX0511  ___________________________________________________________________
 JX0511  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX0511  DYNAMIC HT  -         294.118 (meters)     964.95  (feet)  COMP
 JX0511  MODELED GRAV-     980,042.1   (mgal)                       NAVD 88
 JX0511
 JX0511  VERT ORDER  -  FIRST     CLASS II
 JX0511
 JX0511.The horizontal coordinates were scaled from a topographic map and have
 JX0511.an estimated accuracy of +/- 6 seconds.
 JX0511
 JX0511.The orthometric height was determined by differential leveling
 JX0511.and adjusted by the National Geodetic Survey in June 1991..
 JX0511
 JX0511.The geoid height was determined by GEOID03.
 JX0511
 JX0511.The dynamic height is computed by dividing the NAVD 88
 JX0511.geopotential number by the normal gravity value computed on the
 JX0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0511.degrees latitude (g = 980.6199 gals.).
 JX0511
 JX0511.The modeled gravity was interpolated from observed gravity values.
 JX0511
 JX0511;                    North         East    Units  Estimated Accuracy
 JX0511;SPC WV N     -   148,860.      502,430.      MT  (+/- 180 meters Scaled)
 JX0511
 JX0511                          SUPERSEDED SURVEY CONTROL
 JX0511
 JX0511  NGVD 29 (??/??/92)  294.422  (m)          965.95   (f) ADJ UNCH    1 2
 JX0511
 JX0511.Superseded values are not recommended for survey control.
 JX0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0511.See file dsdata.txt to determine how the superseded data were derived.
 JX0511
 JX0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE308095(NAD 83)
 JX0511_MARKER: DB = BENCH MARK DISK
 JX0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0511_SP_SET: BRIDGE
 JX0511_STAMPING: G 22 1935
 JX0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0511
 JX0511  HISTORY     - Date     Condition        Report By
 JX0511  HISTORY     - 1935     MONUMENTED       CGS
 JX0511  HISTORY     - 1957     GOOD             NGS
 JX0511
 JX0511                          STATION DESCRIPTION
 JX0511
 JX0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0511'0.3 MI E FROM GLEN EASTON.
 JX0511'ABOUT 0.3 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0511'THE STATION SIGN AT GLEN EASTON, 9 YARDS NORTHEAST OF MILEAGE
 JX0511'POLE NO. 356+6, IN THE TOP AND 7 FEET NORTHWEST OF SOUTHEAST
 JX0511'END OF THE BACK WALL OF THE SOUTHWEST CONCRETE ABUTMENT OF A
 JX0511'100-FOOT BRIDGE OVER GRAVE CREEK, 11 FEET SOUTHEAST OF SOUTHEAST
 JX0511'RAIL AND 3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1965 ***********************************************************************
 HX1965  DESIGNATION -  G 220
 HX1965  PID         -  HX1965
 HX1965  STATE/COUNTY-  WV/FAYETTE
 HX1965  USGS QUAD   -  ANSTED (1976)
 HX1965
 HX1965                         *CURRENT SURVEY CONTROL
 HX1965  ___________________________________________________________________
 HX1965* NAD 83(1986)-  38 10 59.     (N)    081 00 47.     (W)     SCALED    
 HX1965* NAVD 88     -       452.026  (meters)    1483.02   (feet)  ADJUSTED  
 HX1965  ___________________________________________________________________
 HX1965  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HX1965  DYNAMIC HT  -         451.688 (meters)    1481.91  (feet)  COMP
 HX1965  MODELED GRAV-     979,866.9   (mgal)                       NAVD 88
 HX1965
 HX1965  VERT ORDER  -  SECOND    CLASS 0
 HX1965
 HX1965.The horizontal coordinates were scaled from a topographic map and have
 HX1965.an estimated accuracy of +/- 6 seconds.
 HX1965
 HX1965.The orthometric height was determined by differential leveling
 HX1965.and adjusted by the National Geodetic Survey in June 1991..
 HX1965
 HX1965.The geoid height was determined by GEOID03.
 HX1965
 HX1965.The dynamic height is computed by dividing the NAVD 88
 HX1965.geopotential number by the normal gravity value computed on the
 HX1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1965.degrees latitude (g = 980.6199 gals.).
 HX1965
 HX1965.The modeled gravity was interpolated from observed gravity values.
 HX1965
 HX1965;                    North         East    Units  Estimated Accuracy
 HX1965;SPC WV S     -   131,310.      598,860.      MT  (+/- 180 meters Scaled)
 HX1965
 HX1965                          SUPERSEDED SURVEY CONTROL
 HX1965
 HX1965  NGVD 29 (??/??/92)  452.200  (m)         1483.59   (f) ADJ UNCH    2 0
 HX1965
 HX1965.Superseded values are not recommended for survey control.
 HX1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1965.See file dsdata.txt to determine how the superseded data were derived.
 HX1965
 HX1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC988261(NAD 83)
 HX1965_MARKER: DB = BENCH MARK DISK
 HX1965_SETTING: 66 = SET IN ROCK OUTCROP
 HX1965_SP_SET: ROCK LEDGE
 HX1965_STAMPING: G 220 1961
 HX1965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1965+STABILITY: POSITION/ELEVATION WELL
 HX1965
 HX1965  HISTORY     - Date     Condition        Report By
 HX1965  HISTORY     - 1961     MONUMENTED       CGS
 HX1965
 HX1965                          STATION DESCRIPTION
 HX1965
 HX1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1965'8.6 MI NE FROM ANSTED.
 HX1965'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1965'HIGH SCHOOL AT ANSTED, THENCE 7.15 MILES NORTHEAST ALONG A BLACK
 HX1965'TOP ROAD, ABOUT 0.75 MILE EAST OF THE JUNCTION OF A GRADED ROAD
 HX1965'LEADING NORTHWEST ALONG LAUREL CREEK, SET ON THE TOP OF A 36-BY-25
 HX1965'FOOT LARGE FLAT ROCK NEAR THE BASE OF A HILL, 42 FEET SOUTH OF THE
 HX1965'CENTER LINE OF THE BLACK TOP ROAD, 27 FEET EAST OF THE CENTER LINE
 HX1965'OF A DRIVE LEADING SOUTH ACROSS A SMALL STREAM TO A BARN, 30 FEET
 HX1965'NORTHEAST OF TELEPHONE POLE NO. 63-145, 15 FEET WEST OF THE EAST
 HX1965'END OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1164 ***********************************************************************
 HX1164  DESIGNATION -  G 221
 HX1164  PID         -  HX1164
 HX1164  STATE/COUNTY-  WV/NICHOLAS
 HX1164  USGS QUAD   -  MOUNT NEBO (1976)
 HX1164
 HX1164                         *CURRENT SURVEY CONTROL
 HX1164  ___________________________________________________________________
 HX1164* NAD 83(1986)-  38 11 17.     (N)    080 51 35.     (W)     SCALED    
 HX1164* NAVD 88     -       574.541  (meters)    1884.97   (feet)  ADJUSTED  
 HX1164  ___________________________________________________________________
 HX1164  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HX1164  DYNAMIC HT  -         574.095 (meters)    1883.51  (feet)  COMP
 HX1164  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 HX1164
 HX1164  VERT ORDER  -  SECOND    CLASS 0
 HX1164
 HX1164.The horizontal coordinates were scaled from a topographic map and have
 HX1164.an estimated accuracy of +/- 6 seconds.
 HX1164
 HX1164.The orthometric height was determined by differential leveling
 HX1164.and adjusted by the National Geodetic Survey in June 1991..
 HX1164
 HX1164.The geoid height was determined by GEOID03.
 HX1164
 HX1164.The dynamic height is computed by dividing the NAVD 88
 HX1164.geopotential number by the normal gravity value computed on the
 HX1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1164.degrees latitude (g = 980.6199 gals.).
 HX1164
 HX1164.The modeled gravity was interpolated from observed gravity values.
 HX1164
 HX1164;                    North         East    Units  Estimated Accuracy
 HX1164;SPC WV S     -   131,870.      612,290.      MT  (+/- 180 meters Scaled)
 HX1164
 HX1164                          SUPERSEDED SURVEY CONTROL
 HX1164
 HX1164  NGVD 29 (??/??/92)  574.702  (m)         1885.50   (f) ADJ UNCH    2 0
 HX1164
 HX1164.Superseded values are not recommended for survey control.
 HX1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1164.See file dsdata.txt to determine how the superseded data were derived.
 HX1164
 HX1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC122266(NAD 83)
 HX1164_MARKER: DB = BENCH MARK DISK
 HX1164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1164_SP_SET: CULVERT
 HX1164_STAMPING: G 221 1961
 HX1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1164
 HX1164  HISTORY     - Date     Condition        Report By
 HX1164  HISTORY     - 1961     MONUMENTED       CGS
 HX1164
 HX1164                          STATION DESCRIPTION
 HX1164
 HX1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1164'7.4 MI N FROM NALLEN.
 HX1164'ABOUT 7.35 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE CENTER
 HX1164'OF THE HIGHWAY BRIDGE OVER MEADOW RIVER AT NALLEN, ABOUT 7.9 MILES
 HX1164'SOUTH OF THE COURTHOUSE AT SUMMERSVILLE, SET VERTICALLY IN THE
 HX1164'SOUTH FACE OF A 6-BY-3 FOOT ROCK PROJECTING OUT OF A STEEP BANK,
 HX1164'21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 72 FEET NORTHEAST
 HX1164'OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A 10 FOOT BOX
 HX1164'CULVERT UNDER THE HIGHWAY, 112 FEET NORTHWEST OF THE NORTHWEST
 HX1164'CORNER OF THE STULL LUMBER COMPANY, 43 FEET WEST OF POWER LINE
 HX1164'POLE NO. 352B49 WITH A TRANSFORMER.  1 FOOT ABOVE THE LEVEL OF
 HX1164'THE GROUND AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1188 ***********************************************************************
 HX1188  DESIGNATION -  G 222
 HX1188  PID         -  HX1188
 HX1188  STATE/COUNTY-  WV/FAYETTE
 HX1188  USGS QUAD   -  WINONA (1976)
 HX1188
 HX1188                         *CURRENT SURVEY CONTROL
 HX1188  ___________________________________________________________________
 HX1188* NAD 83(1986)-  38 02 51.     (N)    080 55 34.     (W)     SCALED    
 HX1188* NAVD 88     -       631.389  (meters)    2071.48   (feet)  ADJUSTED  
 HX1188  ___________________________________________________________________
 HX1188  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HX1188  DYNAMIC HT  -         630.883 (meters)    2069.82  (feet)  COMP
 HX1188  MODELED GRAV-     979,808.7   (mgal)                       NAVD 88
 HX1188
 HX1188  VERT ORDER  -  SECOND    CLASS 0
 HX1188
 HX1188.The horizontal coordinates were scaled from a topographic map and have
 HX1188.an estimated accuracy of +/- 6 seconds.
 HX1188
 HX1188.The orthometric height was determined by differential leveling
 HX1188.and adjusted by the National Geodetic Survey in June 1991..
 HX1188
 HX1188.The geoid height was determined by GEOID03.
 HX1188
 HX1188.The dynamic height is computed by dividing the NAVD 88
 HX1188.geopotential number by the normal gravity value computed on the
 HX1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1188.degrees latitude (g = 980.6199 gals.).
 HX1188
 HX1188.The modeled gravity was interpolated from observed gravity values.
 HX1188
 HX1188;                    North         East    Units  Estimated Accuracy
 HX1188;SPC WV S     -   116,260.      606,490.      MT  (+/- 180 meters Scaled)
 HX1188
 HX1188                          SUPERSEDED SURVEY CONTROL
 HX1188
 HX1188  NGVD 29 (??/??/92)  631.545  (m)         2071.99   (f) ADJ UNCH    2 0
 HX1188
 HX1188.Superseded values are not recommended for survey control.
 HX1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1188.See file dsdata.txt to determine how the superseded data were derived.
 HX1188
 HX1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC064110(NAD 83)
 HX1188_MARKER: DB = BENCH MARK DISK
 HX1188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1188_SP_SET: ABUTMENT
 HX1188_STAMPING: G 222 1961
 HX1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1188
 HX1188  HISTORY     - Date     Condition        Report By
 HX1188  HISTORY     - 1961     MONUMENTED       CGS
 HX1188
 HX1188                          STATION DESCRIPTION
 HX1188
 HX1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1188'2.6 MI SE FROM LOOKOUT.
 HX1188'ABOUT 2.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL
 HX1188'HIGH SCHOOL AT LOOKOUT, ABOUT 0.35 MILE SOUTHEAST OF THE CENTER
 HX1188'OF THE JUNCTION OF U.S. HIGHWAY 60 AND U.S. HIGHWAY 19 LEADING
 HX1188'NORTHEAST, SET ON TOP OF THE WEST END OF THE SOUTH CONCRETE
 HX1188'ABUTMENT OF AN 18 FOOT BRIDGE OVER A SMALL STREAM, 17 FEET WEST
 HX1188'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 HX1188'HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1132 ***********************************************************************
 HX1132  DESIGNATION -  G 223
 HX1132  PID         -  HX1132
 HX1132  STATE/COUNTY-  WV/NICHOLAS
 HX1132  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1132
 HX1132                         *CURRENT SURVEY CONTROL
 HX1132  ___________________________________________________________________
 HX1132* NAD 83(1986)-  38 13 33.     (N)    080 57 23.     (W)     SCALED    
 HX1132* NAVD 88     -       471.755  (meters)    1547.75   (feet)  ADJUSTED  
 HX1132  ___________________________________________________________________
 HX1132  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 HX1132  DYNAMIC HT  -         471.407 (meters)    1546.61  (feet)  COMP
 HX1132  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 HX1132
 HX1132  VERT ORDER  -  SECOND    CLASS 0
 HX1132
 HX1132.The horizontal coordinates were scaled from a topographic map and have
 HX1132.an estimated accuracy of +/- 6 seconds.
 HX1132
 HX1132.The orthometric height was determined by differential leveling
 HX1132.and adjusted by the National Geodetic Survey in June 1991..
 HX1132
 HX1132.The geoid height was determined by GEOID03.
 HX1132
 HX1132.The dynamic height is computed by dividing the NAVD 88
 HX1132.geopotential number by the normal gravity value computed on the
 HX1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1132.degrees latitude (g = 980.6199 gals.).
 HX1132
 HX1132.The modeled gravity was interpolated from observed gravity values.
 HX1132
 HX1132;                    North         East    Units  Estimated Accuracy
 HX1132;SPC WV S     -   136,050.      603,820.      MT  (+/- 180 meters Scaled)
 HX1132
 HX1132                          SUPERSEDED SURVEY CONTROL
 HX1132
 HX1132  NGVD 29 (??/??/92)  471.932  (m)         1548.33   (f) ADJ UNCH    2 0
 HX1132
 HX1132.Superseded values are not recommended for survey control.
 HX1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1132.See file dsdata.txt to determine how the superseded data were derived.
 HX1132
 HX1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC038308(NAD 83)
 HX1132_MARKER: DB = BENCH MARK DISK
 HX1132_SETTING: 66 = SET IN ROCK OUTCROP
 HX1132_SP_SET: ROCK LEDGE
 HX1132_STAMPING: G 223 1961
 HX1132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1132+STABILITY: POSITION/ELEVATION WELL
 HX1132
 HX1132  HISTORY     - Date     Condition        Report By
 HX1132  HISTORY     - 1961     MONUMENTED       CGS
 HX1132
 HX1132                          STATION DESCRIPTION
 HX1132
 HX1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1132'5.7 MI SE FROM DRENNEN.
 HX1132'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HX1132'OF STATE HIGHWAY 39 AT DRENNEN, THENCE 2.15 MILES SOUTH ALONG
 HX1132'A GRADED ROAD, THENCE 2.25 MILES SOUTHEAST ALONG A NARROW WOODS
 HX1132'ROAD, 0.15 MILE SOUTHEAST OF THE JUNCTION OF A DRIVE LEADING
 HX1132'NORTH, SET ON THE TOP OF A 15-BY-3-FOOT LEDGE OF ROCK THAT PROJECTS
 HX1132'OUT OF A BANK, AT THE INSIDE OF A CURVE, 9 FEET NORTHWEST OF THE
 HX1132'CENTER LINE OF THE ROAD, 77 YARDS AND UPHILL FROM THE SOUTHEAST
 HX1132'END OF A 36-INCH STEEL PIPE UNDER THE ROAD, 1 FOOT NORTHWEST
 HX1132'OF THE SOUTHEAST EDGE OF THE ROCK AND 1 FOOT ABOVE THE LEVEL OF
 HX1132'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1445 ***********************************************************************
 HX1445  DESIGNATION -  G 224
 HX1445  PID         -  HX1445
 HX1445  STATE/COUNTY-  WV/FAYETTE
 HX1445  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1445
 HX1445                         *CURRENT SURVEY CONTROL
 HX1445  ___________________________________________________________________
 HX1445* NAD 83(1986)-  38 08 01.     (N)    080 53 22.     (W)     SCALED    
 HX1445* NAVD 88     -       558.883  (meters)    1833.60   (feet)  ADJUSTED  
 HX1445  ___________________________________________________________________
 HX1445  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HX1445  DYNAMIC HT  -         558.449 (meters)    1832.18  (feet)  COMP
 HX1445  MODELED GRAV-     979,835.9   (mgal)                       NAVD 88
 HX1445
 HX1445  VERT ORDER  -  SECOND    CLASS 0
 HX1445
 HX1445.The horizontal coordinates were scaled from a topographic map and have
 HX1445.an estimated accuracy of +/- 6 seconds.
 HX1445
 HX1445.The orthometric height was determined by differential leveling
 HX1445.and adjusted by the National Geodetic Survey in June 1991..
 HX1445
 HX1445.The geoid height was determined by GEOID03.
 HX1445
 HX1445.The dynamic height is computed by dividing the NAVD 88
 HX1445.geopotential number by the normal gravity value computed on the
 HX1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1445.degrees latitude (g = 980.6199 gals.).
 HX1445
 HX1445.The modeled gravity was interpolated from observed gravity values.
 HX1445
 HX1445;                    North         East    Units  Estimated Accuracy
 HX1445;SPC WV S     -   125,820.      609,690.      MT  (+/- 180 meters Scaled)
 HX1445
 HX1445                          SUPERSEDED SURVEY CONTROL
 HX1445
 HX1445  NGVD 29 (??/??/92)  559.045  (m)         1834.13   (f) ADJ UNCH    2 0
 HX1445
 HX1445.Superseded values are not recommended for survey control.
 HX1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1445.See file dsdata.txt to determine how the superseded data were derived.
 HX1445
 HX1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC096206(NAD 83)
 HX1445_MARKER: DB = BENCH MARK DISK
 HX1445_SETTING: 66 = SET IN ROCK OUTCROP
 HX1445_SP_SET: ROCK CUT
 HX1445_STAMPING: G 224 1961
 HX1445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1445+STABILITY: POSITION/ELEVATION WELL
 HX1445
 HX1445  HISTORY     - Date     Condition        Report By
 HX1445  HISTORY     - 1961     MONUMENTED       CGS
 HX1445
 HX1445                          STATION DESCRIPTION
 HX1445
 HX1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1445'2.6 MI NW FROM NALLEN.
 HX1445'ABOUT 2.6 MILES NORTHWEST ALONG THE NICHOLAS, FAYETTE AND
 HX1445'GREENBRIER RAILROAD FROM THE STATION AT NALLEN, 0.1 MILE NORTHEAST
 HX1445'OF MILEPOST 42, SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK
 HX1445'CUT THAT IS ABOUT 60 FEET LONG AND 20 FEET HIGH, (ALL ONE SOLID
 HX1445'ROCK), 9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 25 FEET SOUTHWEST
 HX1445'AND ACROSS THE TRACK FROM THE 4TH TELEGRAPH POLE NORTHEAST OF THE
 HX1445'MILEPOST, 17 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK AND
 HX1445'1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1110 ***********************************************************************
 HX1110  DESIGNATION -  G 225
 HX1110  PID         -  HX1110
 HX1110  STATE/COUNTY-  WV/NICHOLAS
 HX1110  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1110
 HX1110                         *CURRENT SURVEY CONTROL
 HX1110  ___________________________________________________________________
 HX1110* NAD 83(1986)-  38 19 38.     (N)    080 40 24.     (W)     SCALED    
 HX1110* NAVD 88     -       692.332  (meters)    2271.43   (feet)  ADJUSTED  
 HX1110  ___________________________________________________________________
 HX1110  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HX1110  DYNAMIC HT  -         691.792 (meters)    2269.65  (feet)  COMP
 HX1110  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 HX1110
 HX1110  VERT ORDER  -  SECOND    CLASS 0
 HX1110
 HX1110.The horizontal coordinates were scaled from a topographic map and have
 HX1110.an estimated accuracy of +/- 6 seconds.
 HX1110
 HX1110.The orthometric height was determined by differential leveling
 HX1110.and adjusted by the National Geodetic Survey in June 1991..
 HX1110
 HX1110.The geoid height was determined by GEOID03.
 HX1110
 HX1110.The dynamic height is computed by dividing the NAVD 88
 HX1110.geopotential number by the normal gravity value computed on the
 HX1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1110.degrees latitude (g = 980.6199 gals.).
 HX1110
 HX1110.The modeled gravity was interpolated from observed gravity values.
 HX1110
 HX1110;                    North         East    Units  Estimated Accuracy
 HX1110;SPC WV S     -   147,360.      628,560.      MT  (+/- 180 meters Scaled)
 HX1110
 HX1110                          SUPERSEDED SURVEY CONTROL
 HX1110
 HX1110  NGVD 29 (??/??/92)  692.475  (m)         2271.90   (f) ADJ UNCH    2 0
 HX1110
 HX1110.Superseded values are not recommended for survey control.
 HX1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1110.See file dsdata.txt to determine how the superseded data were derived.
 HX1110
 HX1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC285421(NAD 83)
 HX1110_MARKER: DB = BENCH MARK DISK
 HX1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1110_STAMPING: G 225 1961
 HX1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1110+STABILITY: SURFACE MOTION
 HX1110
 HX1110  HISTORY     - Date     Condition        Report By
 HX1110  HISTORY     - 1961     MONUMENTED       CGS
 HX1110
 HX1110                          STATION DESCRIPTION
 HX1110
 HX1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1110'3.2 MI SW FROM CRAIGSVILLE.
 HX1110'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 41 FROM THE JUNCTION
 HX1110'OF STATE HIGHWAY 20 AT CRAIGSVILLE, THENCE 1.2 MILES SOUTH ALONG
 HX1110'A BLACK TOP ROAD, NEAR THE ALDERSON MISSIONARY BAPTIST CHURCH,
 HX1110'83 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 147 1/2 FEET
 HX1110'NORTH OF THE NORTH CORNER OF THE CHURCH BUILDING, 7.3 FEET
 HX1110'SOUTHWEST OF THE NORTH FENCE CORNER POST AT THE NORTH CORNER
 HX1110'OF THE CEMETERY, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 HX1110'5 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 HX1110'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1247 ***********************************************************************
 HX1247  DESIGNATION -  G 226
 HX1247  PID         -  HX1247
 HX1247  STATE/COUNTY-  WV/NICHOLAS
 HX1247  USGS QUAD   -  NETTIE (1995)
 HX1247
 HX1247                         *CURRENT SURVEY CONTROL
 HX1247  ___________________________________________________________________
 HX1247* NAD 83(1986)-  38 13 47.     (N)    080 39 44.     (W)     SCALED    
 HX1247* NAVD 88     -       685.075  (meters)    2247.62   (feet)  ADJUSTED  
 HX1247  ___________________________________________________________________
 HX1247  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX1247  DYNAMIC HT  -         684.511 (meters)    2245.77  (feet)  COMP
 HX1247  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 HX1247
 HX1247  VERT ORDER  -  SECOND    CLASS 0
 HX1247
 HX1247.The horizontal coordinates were scaled from a topographic map and have
 HX1247.an estimated accuracy of +/- 6 seconds.
 HX1247
 HX1247.The orthometric height was determined by differential leveling
 HX1247.and adjusted by the National Geodetic Survey in June 1991..
 HX1247
 HX1247.The geoid height was determined by GEOID03.
 HX1247
 HX1247.The dynamic height is computed by dividing the NAVD 88
 HX1247.geopotential number by the normal gravity value computed on the
 HX1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1247.degrees latitude (g = 980.6199 gals.).
 HX1247
 HX1247.The modeled gravity was interpolated from observed gravity values.
 HX1247
 HX1247;                    North         East    Units  Estimated Accuracy
 HX1247;SPC WV S     -   136,540.      629,570.      MT  (+/- 180 meters Scaled)
 HX1247
 HX1247                          SUPERSEDED SURVEY CONTROL
 HX1247
 HX1247  NGVD 29 (??/??/92)  685.198  (m)         2248.02   (f) ADJ UNCH    2 0
 HX1247
 HX1247.Superseded values are not recommended for survey control.
 HX1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1247.See file dsdata.txt to determine how the superseded data were derived.
 HX1247
 HX1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC295313(NAD 83)
 HX1247_MARKER: DB = BENCH MARK DISK
 HX1247_SETTING: 66 = SET IN ROCK OUTCROP
 HX1247_SP_SET: ROCK CUT
 HX1247_STAMPING: G 226 1961
 HX1247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1247+STABILITY: POSITION/ELEVATION WELL
 HX1247
 HX1247  HISTORY     - Date     Condition        Report By
 HX1247  HISTORY     - 1961     MONUMENTED       CGS
 HX1247
 HX1247                          STATION DESCRIPTION
 HX1247
 HX1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1247'1.8 MI E FROM NETTIE.
 HX1247'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 39 AND 20 FROM THE
 HX1247'JUNCTION OF STATE HIGHWAY 20 LEADING SOUTH AT NETTIE, 0.1 MILE
 HX1247'SOUTHEAST OF THE JUNCTION OF A BLACK TOP ROAD LEADING NORTHEAST,
 HX1247'176 YARDS SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST
 HX1247'CONCRETE HEADWALL OF A 20-FOOT CONCRETE BOX CULVERT UNDER THE
 HX1247'HIGHWAY OVER JIMS BRANCH, SET VERTICALLY IN THE SOUTHWEST FACE OF
 HX1247'A SMALL ROCK CUT THAT IS ABOUT 50 YARDS LONG AND 6 FEET HIGH,
 HX1247'22 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 HX1247'SOUTHEAST OF THE NORTHWEST END OF THE ROCK AND 3 FEET ABOVE THE
 HX1247'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1268 ***********************************************************************
 HX1268  DESIGNATION -  G 227
 HX1268  PID         -  HX1268
 HX1268  STATE/COUNTY-  WV/NICHOLAS
 HX1268  USGS QUAD   -  RICHWOOD (1995)
 HX1268
 HX1268                         *CURRENT SURVEY CONTROL
 HX1268  ___________________________________________________________________
 HX1268* NAD 83(1986)-  38 14 16.     (N)    080 35 07.     (W)     SCALED    
 HX1268* NAVD 88     -       647.081  (meters)    2122.96   (feet)  ADJUSTED  
 HX1268  ___________________________________________________________________
 HX1268  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX1268  DYNAMIC HT  -         646.571 (meters)    2121.29  (feet)  COMP
 HX1268  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 HX1268
 HX1268  VERT ORDER  -  SECOND    CLASS 0
 HX1268
 HX1268.The horizontal coordinates were scaled from a topographic map and have
 HX1268.an estimated accuracy of +/- 6 seconds.
 HX1268
 HX1268.The orthometric height was determined by differential leveling
 HX1268.and adjusted by the National Geodetic Survey in June 1991..
 HX1268
 HX1268.The geoid height was determined by GEOID03.
 HX1268
 HX1268.The dynamic height is computed by dividing the NAVD 88
 HX1268.geopotential number by the normal gravity value computed on the
 HX1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1268.degrees latitude (g = 980.6199 gals.).
 HX1268
 HX1268.The modeled gravity was interpolated from observed gravity values.
 HX1268
 HX1268;                    North         East    Units  Estimated Accuracy
 HX1268;SPC WV S     -   137,460.      636,310.      MT  (+/- 180 meters Scaled)
 HX1268
 HX1268                          SUPERSEDED SURVEY CONTROL
 HX1268
 HX1268  NGVD 29 (??/??/92)  647.222  (m)         2123.43   (f) ADJ UNCH    2 0
 HX1268
 HX1268.Superseded values are not recommended for survey control.
 HX1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1268.See file dsdata.txt to determine how the superseded data were derived.
 HX1268
 HX1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC362322(NAD 83)
 HX1268_MARKER: DB = BENCH MARK DISK
 HX1268_SETTING: 80 = SET IN A BOULDER
 HX1268_SP_SET: BOULDER
 HX1268_STAMPING: G 227 1961
 HX1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1268+STABILITY: SURFACE MOTION
 HX1268
 HX1268  HISTORY     - Date     Condition        Report By
 HX1268  HISTORY     - 1961     MONUMENTED       CGS
 HX1268  HISTORY     - 1962     GOOD             NGS
 HX1268
 HX1268                          STATION DESCRIPTION
 HX1268
 HX1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1268'0.8 MI NW FROM FENWICK.
 HX1268'ABOUT 0.75 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE EAST END
 HX1268'OF THE HIGHWAY BRIDGE OVER CHERRY RIVER AT FENWICK, 1.55 MILES
 HX1268'SOUTHEAST OF THE SOUTHEAST END OF THE STATE HIGHWAY 20 BRIDGE OVER
 HX1268'THE CHERRY RIVER AT HOLCOMB, SET ON THE TOP OF A LARGE FLAT
 HX1268'15-BY-27 FEET BOULDER, NEAR THE FAITH TABERNACLE CHURCH, 27 FEET
 HX1268'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTHEAST OF
 HX1268'THE EAST CORNER OF THE CONCRETE BLOCK CHURCH, 4 FEET SOUTHEAST OF
 HX1268'THE NORTHWEST END OF THE ROCK AND 4 FEET ABOVE THE LEVEL OF THE
 HX1268'HIGHWAY.
 HX1268
 HX1268                          STATION RECOVERY (1962)
 HX1268
 HX1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX1268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1371 ***********************************************************************
 HX1371  DESIGNATION -  G 228
 HX1371  PID         -  HX1371
 HX1371  STATE/COUNTY-  WV/GREENBRIER
 HX1371  USGS QUAD   -  DUO (1995)
 HX1371
 HX1371                         *CURRENT SURVEY CONTROL
 HX1371  ___________________________________________________________________
 HX1371* NAD 83(1986)-  38 05 07.     (N)    080 35 13.     (W)     SCALED    
 HX1371* NAVD 88     -       994.780  (meters)    3263.71   (feet)  ADJUSTED  
 HX1371  ___________________________________________________________________
 HX1371  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HX1371  DYNAMIC HT  -         993.933 (meters)    3260.93  (feet)  COMP
 HX1371  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 HX1371
 HX1371  VERT ORDER  -  SECOND    CLASS 0
 HX1371
 HX1371.The horizontal coordinates were scaled from a topographic map and have
 HX1371.an estimated accuracy of +/- 6 seconds.
 HX1371
 HX1371.The orthometric height was determined by differential leveling
 HX1371.and adjusted by the National Geodetic Survey in June 1991..
 HX1371
 HX1371.The geoid height was determined by GEOID03.
 HX1371
 HX1371.The dynamic height is computed by dividing the NAVD 88
 HX1371.geopotential number by the normal gravity value computed on the
 HX1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1371.degrees latitude (g = 980.6199 gals.).
 HX1371
 HX1371.The modeled gravity was interpolated from observed gravity values.
 HX1371
 HX1371;                    North         East    Units  Estimated Accuracy
 HX1371;SPC WV S     -   120,530.      636,240.      MT  (+/- 180 meters Scaled)
 HX1371
 HX1371                          SUPERSEDED SURVEY CONTROL
 HX1371
 HX1371  NGVD 29 (??/??/92)  994.902  (m)         3264.11   (f) ADJ UNCH    2 0
 HX1371
 HX1371.Superseded values are not recommended for survey control.
 HX1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1371.See file dsdata.txt to determine how the superseded data were derived.
 HX1371
 HX1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC362153(NAD 83)
 HX1371_MARKER: DB = BENCH MARK DISK
 HX1371_SETTING: 66 = SET IN ROCK OUTCROP
 HX1371_SP_SET: ROCK OUTCROP
 HX1371_STAMPING: G 228 1961
 HX1371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1371+STABILITY: POSITION/ELEVATION WELL
 HX1371
 HX1371  HISTORY     - Date     Condition        Report By
 HX1371  HISTORY     - 1961     MONUMENTED       CGS
 HX1371
 HX1371                          STATION DESCRIPTION
 HX1371
 HX1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1371'2.2 MI NE FROM DUO.
 HX1371'ABOUT 2.2 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM A T BLACK
 HX1371'TOP ROAD JUNCTION AT DUO, 0.8 MILE EAST OF THE JUNCTION OF A
 HX1371'GRADED ROAD LEADING NORTH, 0.1 MILE SOUTHEAST OF THE CROSSING
 HX1371'OF THE CHESAPEAKE AND OHIO RAILWAY AT COBB SIDING, AT A 25-FOOT
 HX1371'BRIDGE OVER THE NORTH FORK OF BIG CLEAR CREEK, SET ON THE TOP
 HX1371'OF A ROCK OUTCROP THAT IS 20 FEET LONG AND 10 FEET WIDE AND
 HX1371'PROJECTS OUT OF THE NORTHWEST BANK OF THE CREEK, 45 FEET NORTH
 HX1371'OF THE CENTER LINE OF THE ROAD, 6 FEET WEST OF THE EAST CORNER
 HX1371'OF THE ROCK AND 7 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1428 ***********************************************************************
 HX1428  DESIGNATION -  G 229
 HX1428  PID         -  HX1428
 HX1428  STATE/COUNTY-  WV/FAYETTE
 HX1428  USGS QUAD   -  WINONA (1976)
 HX1428
 HX1428                         *CURRENT SURVEY CONTROL
 HX1428  ___________________________________________________________________
 HX1428* NAD 83(1986)-  38 00 22.     (N)    080 52 44.     (W)     SCALED    
 HX1428* NAVD 88     -       853.662  (meters)    2800.72   (feet)  ADJUSTED  
 HX1428  ___________________________________________________________________
 HX1428  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HX1428  DYNAMIC HT  -         852.953 (meters)    2798.40  (feet)  COMP
 HX1428  MODELED GRAV-     979,769.8   (mgal)                       NAVD 88
 HX1428
 HX1428  VERT ORDER  -  SECOND    CLASS 0
 HX1428
 HX1428.The horizontal coordinates were scaled from a topographic map and have
 HX1428.an estimated accuracy of +/- 6 seconds.
 HX1428
 HX1428.The orthometric height was determined by differential leveling
 HX1428.and adjusted by the National Geodetic Survey in June 1991..
 HX1428
 HX1428.The geoid height was determined by GEOID03.
 HX1428
 HX1428.The dynamic height is computed by dividing the NAVD 88
 HX1428.geopotential number by the normal gravity value computed on the
 HX1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1428.degrees latitude (g = 980.6199 gals.).
 HX1428
 HX1428.The modeled gravity was interpolated from observed gravity values.
 HX1428
 HX1428;                    North         East    Units  Estimated Accuracy
 HX1428;SPC WV S     -   111,670.      610,640.      MT  (+/- 180 meters Scaled)
 HX1428
 HX1428                          SUPERSEDED SURVEY CONTROL
 HX1428
 HX1428  NGVD 29 (??/??/92)  853.806  (m)         2801.20   (f) ADJ UNCH    2 0
 HX1428
 HX1428.Superseded values are not recommended for survey control.
 HX1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1428.See file dsdata.txt to determine how the superseded data were derived.
 HX1428
 HX1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC106065(NAD 83)
 HX1428_MARKER: DB = BENCH MARK DISK
 HX1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1428_STAMPING: G 229 1961
 HX1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1428+STABILITY: SURFACE MOTION
 HX1428
 HX1428  HISTORY     - Date     Condition        Report By
 HX1428  HISTORY     - 1961     MONUMENTED       CGS
 HX1428
 HX1428                          STATION DESCRIPTION
 HX1428
 HX1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1428'8.6 MI W FROM RAINELLE.
 HX1428'ABOUT 8.55 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 HX1428'OF STATE HIGHWAY 20 AT RAINELLE, NEAR THE JUNCTION OF RAVENSEYE
 HX1428'ROAD, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 HX1428'SOUTHEAST OF POWER LINE POLE NO. 567D35, 1 FOOT EAST OF A FENCE
 HX1428'LINE, 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE
 HX1428'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF
 HX1428'THE GROUND.  NOTE-- MARK MAY BE REACHED BY GOING 7.3 MILES
 HX1428'SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL HIGH SCHOOL
 HX1428'AT LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0100 ***********************************************************************
 JX0100  DESIGNATION -  G 23
 JX0100  PID         -  JX0100
 JX0100  STATE/COUNTY-  WV/HARRISON
 JX0100  USGS QUAD   -  CLARKSBURG (1976)
 JX0100
 JX0100                         *CURRENT SURVEY CONTROL
 JX0100  ___________________________________________________________________
 JX0100* NAD 83(1986)-  39 21 41.     (N)    080 21 54.     (W)     SCALED    
 JX0100* NAVD 88     -       284.321  (meters)     932.81   (feet)  ADJUSTED  
 JX0100  ___________________________________________________________________
 JX0100  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JX0100  DYNAMIC HT  -         284.144 (meters)     932.23  (feet)  COMP
 JX0100  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 JX0100
 JX0100  VERT ORDER  -  SECOND    CLASS 0
 JX0100
 JX0100.The horizontal coordinates were scaled from a topographic map and have
 JX0100.an estimated accuracy of +/- 6 seconds.
 JX0100
 JX0100.The orthometric height was determined by differential leveling
 JX0100.and adjusted by the National Geodetic Survey in June 1991..
 JX0100
 JX0100.The geoid height was determined by GEOID03.
 JX0100
 JX0100.The dynamic height is computed by dividing the NAVD 88
 JX0100.geopotential number by the normal gravity value computed on the
 JX0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0100.degrees latitude (g = 980.6199 gals.).
 JX0100
 JX0100.The modeled gravity was interpolated from observed gravity values.
 JX0100
 JX0100;                    North         East    Units  Estimated Accuracy
 JX0100;SPC WV N     -    95,990.      525,460.      MT  (+/- 180 meters Scaled)
 JX0100
 JX0100                          SUPERSEDED SURVEY CONTROL
 JX0100
 JX0100  NGVD 29 (??/??/92)  284.498  (m)          933.39   (f) ADJ UNCH    2 0
 JX0100
 JX0100.Superseded values are not recommended for survey control.
 JX0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0100.See file dsdata.txt to determine how the superseded data were derived.
 JX0100
 JX0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND547570(NAD 83)
 JX0100_MARKER: DB = BENCH MARK DISK
 JX0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0100_SP_SET: BRIDGE
 JX0100_STAMPING: G 23 1935
 JX0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0100
 JX0100  HISTORY     - Date     Condition        Report By
 JX0100  HISTORY     - 1935     MONUMENTED       CGS
 JX0100
 JX0100                          STATION DESCRIPTION
 JX0100
 JX0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0100'1.8 MI NW FROM LUMBERPORT.
 JX0100'1.8 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0100'THE STATION AT LUMBERPORT, HARRISON COUNTY, AT BRIDGE 472, IN
 JX0100'THE CENTER OF THE TOP OF THE WEST RETAINING WALL, AND 7 FEET
 JX0100'SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED G 23 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1041 ***********************************************************************
 GX1041  DESIGNATION -  G 230
 GX1041  PID         -  GX1041
 GX1041  STATE/COUNTY-  WV/GREENBRIER
 GX1041  USGS QUAD   -  CORNSTALK (1981)
 GX1041
 GX1041                         *CURRENT SURVEY CONTROL
 GX1041  ___________________________________________________________________
 GX1041* NAD 83(1986)-  37 52 42.     (N)    080 33 39.     (W)     SCALED    
 GX1041* NAVD 88     -       674.633  (meters)    2213.36   (feet)  ADJUSTED  
 GX1041  ___________________________________________________________________
 GX1041  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX1041  DYNAMIC HT  -         674.063 (meters)    2211.49  (feet)  COMP
 GX1041  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 GX1041
 GX1041  VERT ORDER  -  SECOND    CLASS 0
 GX1041
 GX1041.The horizontal coordinates were scaled from a topographic map and have
 GX1041.an estimated accuracy of +/- 6 seconds.
 GX1041
 GX1041.The orthometric height was determined by differential leveling
 GX1041.and adjusted by the National Geodetic Survey in June 1991..
 GX1041
 GX1041.The geoid height was determined by GEOID03.
 GX1041
 GX1041.The dynamic height is computed by dividing the NAVD 88
 GX1041.geopotential number by the normal gravity value computed on the
 GX1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1041.degrees latitude (g = 980.6199 gals.).
 GX1041
 GX1041.The modeled gravity was interpolated from observed gravity values.
 GX1041
 GX1041;                    North         East    Units  Estimated Accuracy
 GX1041;SPC WV S     -    97,580.      638,630.      MT  (+/- 180 meters Scaled)
 GX1041
 GX1041                          SUPERSEDED SURVEY CONTROL
 GX1041
 GX1041  NGVD 29 (??/??/92)  674.776  (m)         2213.83   (f) ADJ UNCH    2 0
 GX1041
 GX1041.Superseded values are not recommended for survey control.
 GX1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1041.See file dsdata.txt to determine how the superseded data were derived.
 GX1041
 GX1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB386924(NAD 83)
 GX1041_MARKER: DB = BENCH MARK DISK
 GX1041_SETTING: 66 = SET IN ROCK OUTCROP
 GX1041_SP_SET: ROCK LEDGE
 GX1041_STAMPING: G 230 1961
 GX1041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1041+STABILITY: POSITION/ELEVATION WELL
 GX1041
 GX1041  HISTORY     - Date     Condition        Report By
 GX1041  HISTORY     - 1961     MONUMENTED       CGS
 GX1041  HISTORY     - 1973     GOOD             MME
 GX1041
 GX1041                          STATION DESCRIPTION
 GX1041
 GX1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1041'3.2 MI E FROM CLINTONVILLE.
 GX1041'ABOUT 3.25 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE METHODIST
 GX1041'CHURCH AT CLINTONVILLE, ON THE EAST SLOPE OF A LONG CURVE, SET
 GX1041'VERTICALLY IN THE NORTH FACE OF A ROCK LEDGE THAT IS 10 FEET
 GX1041'LONG AND 4 FEET WIDE, AT THE BASE OF A LONG LARGE ROCK CUT,
 GX1041'27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6 FEET EAST
 GX1041'OF THE WEST END OF THE ROCK LEDGE AND 1 FOOT ABOVE THE LEVEL
 GX1041'OF THE HIGHWAY.
 GX1041
 GX1041                          STATION RECOVERY (1973)
 GX1041
 GX1041'RECOVERY NOTE BY MYERS-MACOMBER ENGINEERS 1973
 GX1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0139 ***********************************************************************
 GX0139  DESIGNATION -  G 231
 GX0139  PID         -  GX0139
 GX0139  STATE/COUNTY-  WV/GREENBRIER
 GX0139  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0139
 GX0139                         *CURRENT SURVEY CONTROL
 GX0139  ___________________________________________________________________
 GX0139* NAD 83(1986)-  37 55 47.     (N)    080 26 34.     (W)     SCALED    
 GX0139* NAVD 88     -       718.105  (meters)    2355.98   (feet)  ADJUSTED  
 GX0139  ___________________________________________________________________
 GX0139  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX0139  DYNAMIC HT  -         717.514 (meters)    2354.04  (feet)  COMP
 GX0139  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 GX0139
 GX0139  VERT ORDER  -  SECOND    CLASS 0
 GX0139
 GX0139.The horizontal coordinates were scaled from a topographic map and have
 GX0139.an estimated accuracy of +/- 6 seconds.
 GX0139
 GX0139.The orthometric height was determined by differential leveling
 GX0139.and adjusted by the National Geodetic Survey in June 1991..
 GX0139
 GX0139.The geoid height was determined by GEOID03.
 GX0139
 GX0139.The dynamic height is computed by dividing the NAVD 88
 GX0139.geopotential number by the normal gravity value computed on the
 GX0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0139.degrees latitude (g = 980.6199 gals.).
 GX0139
 GX0139.The modeled gravity was interpolated from observed gravity values.
 GX0139
 GX0139;                    North         East    Units  Estimated Accuracy
 GX0139;SPC WV S     -   103,340.      648,990.      MT  (+/- 180 meters Scaled)
 GX0139
 GX0139                          SUPERSEDED SURVEY CONTROL
 GX0139
 GX0139  NGVD 29 (??/??/92)  718.262  (m)         2356.50   (f) ADJ UNCH    2 0
 GX0139
 GX0139.Superseded values are not recommended for survey control.
 GX0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0139.See file dsdata.txt to determine how the superseded data were derived.
 GX0139
 GX0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB489981(NAD 83)
 GX0139_MARKER: DB = BENCH MARK DISK
 GX0139_SETTING: 66 = SET IN ROCK OUTCROP
 GX0139_SP_SET: ROCK
 GX0139_STAMPING: G 231 1961
 GX0139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0139+STABILITY: POSITION/ELEVATION WELL
 GX0139
 GX0139  HISTORY     - Date     Condition        Report By
 GX0139  HISTORY     - 1961     MONUMENTED       CGS
 GX0139  HISTORY     - 1983     GOOD             NGS
 GX0139
 GX0139                          STATION DESCRIPTION
 GX0139
 GX0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0139'0.8 MI S FROM UNUS.
 GX0139'ABOUT 0.85 MILE SOUTH ALONG COUNTY ROAD NO. 19 FROM A T ROAD JUNCTION
 GX0139'AT UNUS, 0.1 MILE NORTH OF THE WESLEY CHAPEL METHODIST CHURCH,
 GX0139'ON THE NORTHWEST SLOPE OF A LONG CROOKED HILL, SET VERTICALLY IN
 GX0139'THE NORTHEAST FACE OF A ROCK THAT IS 30 FEET LONG-3 FEET HIGH AND
 GX0139'IS AT THE BASE OF A 20 FOOT HIGH CUT, 15 FEET SOUTHWEST OF THE
 GX0139'CENTER LINE OF THE ROAD, 5 FEET NORTHWEST OF THE SOUTHEAST END
 GX0139'OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
 GX0139
 GX0139                          STATION RECOVERY (1983)
 GX0139
 GX0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0954 ***********************************************************************
 HX0954  DESIGNATION -  G 232
 HX0954  PID         -  HX0954
 HX0954  STATE/COUNTY-  WV/GREENBRIER
 HX0954  USGS QUAD   -  TROUT (1995)
 HX0954
 HX0954                         *CURRENT SURVEY CONTROL
 HX0954  ___________________________________________________________________
 HX0954* NAD 83(1986)-  38 00 51.     (N)    080 26 44.     (W)     SCALED    
 HX0954* NAVD 88     -       679.630  (meters)    2229.75   (feet)  ADJUSTED  
 HX0954  ___________________________________________________________________
 HX0954  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HX0954  DYNAMIC HT  -         679.072 (meters)    2227.92  (feet)  COMP
 HX0954  MODELED GRAV-     979,785.7   (mgal)                       NAVD 88
 HX0954
 HX0954  VERT ORDER  -  SECOND    CLASS 0
 HX0954
 HX0954.The horizontal coordinates were scaled from a topographic map and have
 HX0954.an estimated accuracy of +/- 6 seconds.
 HX0954
 HX0954.The orthometric height was determined by differential leveling
 HX0954.and adjusted by the National Geodetic Survey in June 1991..
 HX0954
 HX0954.The geoid height was determined by GEOID03.
 HX0954
 HX0954.The dynamic height is computed by dividing the NAVD 88
 HX0954.geopotential number by the normal gravity value computed on the
 HX0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0954.degrees latitude (g = 980.6199 gals.).
 HX0954
 HX0954.The modeled gravity was interpolated from observed gravity values.
 HX0954
 HX0954;                    North         East    Units  Estimated Accuracy
 HX0954;SPC WV S     -   112,710.      648,690.      MT  (+/- 180 meters Scaled)
 HX0954
 HX0954                          SUPERSEDED SURVEY CONTROL
 HX0954
 HX0954  NGVD 29 (??/??/92)  679.770  (m)         2230.21   (f) ADJ UNCH    2 0
 HX0954
 HX0954.Superseded values are not recommended for survey control.
 HX0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0954.See file dsdata.txt to determine how the superseded data were derived.
 HX0954
 HX0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC486075(NAD 83)
 HX0954_MARKER: DB = BENCH MARK DISK
 HX0954_SETTING: 66 = SET IN ROCK OUTCROP
 HX0954_SP_SET: ROCK LEDGE
 HX0954_STAMPING: G 232 1961
 HX0954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0954+STABILITY: POSITION/ELEVATION WELL
 HX0954
 HX0954  HISTORY     - Date     Condition        Report By
 HX0954  HISTORY     - 1961     MONUMENTED       CGS
 HX0954
 HX0954                          STATION DESCRIPTION
 HX0954
 HX0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0954'0.4 MI SW FROM FRIARS HILL.
 HX0954'0.45 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX0954'AT FRIARS HILL, 0.35 MILE NORTHEAST OF A 20 FOOT CONCRETE
 HX0954'BRIDGE OVER INDIAN CREEK, ON THE SOUTHWEST SLOPE OF A HILL, AT THE
 HX0954'INSIDE OF A CURVE, SET VERTICALLY IN THE NORTHWEST FACE OF A
 HX0954'ROCK LEDGE THAT IS 21 FEET LONG AND 3 FEET HIGH, AT THE BASE
 HX0954'OF AN 8 FOOT HIGH CUT BANK, 14 FEET SOUTHEAST OF THE CENTER LINE
 HX0954'OF THE ROAD, 9 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 HX0954'ROCK, 2 FEET ABOVE THE LEVEL OF THE GROUND AND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0955 ***********************************************************************
 GX0955  DESIGNATION -  G 233
 GX0955  PID         -  GX0955
 GX0955  STATE/COUNTY-  WV/GREENBRIER
 GX0955  USGS QUAD   -  CORNSTALK (1981)
 GX0955
 GX0955                         *CURRENT SURVEY CONTROL
 GX0955  ___________________________________________________________________
 GX0955* NAD 83(1986)-  37 56 08.     (N)    080 33 58.     (W)     SCALED    
 GX0955* NAVD 88     -       830.419  (meters)    2724.47   (feet)  ADJUSTED  
 GX0955  ___________________________________________________________________
 GX0955  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX0955  DYNAMIC HT  -         829.714 (meters)    2722.15  (feet)  COMP
 GX0955  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 GX0955
 GX0955  VERT ORDER  -  SECOND    CLASS 0
 GX0955
 GX0955.The horizontal coordinates were scaled from a topographic map and have
 GX0955.an estimated accuracy of +/- 6 seconds.
 GX0955
 GX0955.The orthometric height was determined by differential leveling
 GX0955.and adjusted by the National Geodetic Survey in June 1991..
 GX0955
 GX0955.The geoid height was determined by GEOID03.
 GX0955
 GX0955.The dynamic height is computed by dividing the NAVD 88
 GX0955.geopotential number by the normal gravity value computed on the
 GX0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0955.degrees latitude (g = 980.6199 gals.).
 GX0955
 GX0955.The modeled gravity was interpolated from observed gravity values.
 GX0955
 GX0955;                    North         East    Units  Estimated Accuracy
 GX0955;SPC WV S     -   103,930.      638,140.      MT  (+/- 180 meters Scaled)
 GX0955
 GX0955                          SUPERSEDED SURVEY CONTROL
 GX0955
 GX0955  NGVD 29 (??/??/92)  830.556  (m)         2724.92   (f) ADJ UNCH    2 0
 GX0955
 GX0955.Superseded values are not recommended for survey control.
 GX0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0955.See file dsdata.txt to determine how the superseded data were derived.
 GX0955
 GX0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB381987(NAD 83)
 GX0955_MARKER: DB = BENCH MARK DISK
 GX0955_SETTING: 66 = SET IN ROCK OUTCROP
 GX0955_SP_SET: ROCK
 GX0955_STAMPING: G 233 1961
 GX0955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0955+STABILITY: POSITION/ELEVATION WELL
 GX0955
 GX0955  HISTORY     - Date     Condition        Report By
 GX0955  HISTORY     - 1961     MONUMENTED       CGS
 GX0955
 GX0955                          STATION DESCRIPTION
 GX0955
 GX0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0955'2.8 MI SW FROM CORNSTALK.
 GX0955'ABOUT 2.85 MILES SOUTHWEST ALONG A GRADED ROAD FROM THE POST
 GX0955'OFFICE AT CORNSTALK, ON THE EAST SLOPE OF A MOUNTAIN, AT THE
 GX0955'OUTSIDE OF A CURVE, SET VERTICALLY IN THE EAST FACE AND ABOUT IN
 GX0955'THE CENTER OF A ROCK THAT IS 50 YARDS LONG AND 6 FEET HIGH, 15
 GX0955'FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET ABOVE THE LEVEL
 GX0955'OF THE ROAD AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1052 ***********************************************************************
 HX1052  DESIGNATION -  G 234
 HX1052  PID         -  HX1052
 HX1052  STATE/COUNTY-  WV/NICHOLAS
 HX1052  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1052
 HX1052                         *CURRENT SURVEY CONTROL
 HX1052  ___________________________________________________________________
 HX1052* NAD 83(1986)-  38 20 28.     (N)    080 44 15.     (W)     SCALED    
 HX1052* NAVD 88     -       619.543  (meters)    2032.62   (feet)  ADJUSTED  
 HX1052  ___________________________________________________________________
 HX1052  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX1052  DYNAMIC HT  -         619.067 (meters)    2031.06  (feet)  COMP
 HX1052  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 HX1052
 HX1052  VERT ORDER  -  SECOND    CLASS 0
 HX1052
 HX1052.The horizontal coordinates were scaled from a topographic map and have
 HX1052.an estimated accuracy of +/- 6 seconds.
 HX1052
 HX1052.The orthometric height was determined by differential leveling
 HX1052.and adjusted by the National Geodetic Survey in June 1991..
 HX1052
 HX1052.The geoid height was determined by GEOID03.
 HX1052
 HX1052.The dynamic height is computed by dividing the NAVD 88
 HX1052.geopotential number by the normal gravity value computed on the
 HX1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1052.degrees latitude (g = 980.6199 gals.).
 HX1052
 HX1052.The modeled gravity was interpolated from observed gravity values.
 HX1052
 HX1052;                    North         East    Units  Estimated Accuracy
 HX1052;SPC WV S     -   148,880.      622,950.      MT  (+/- 180 meters Scaled)
 HX1052
 HX1052                          SUPERSEDED SURVEY CONTROL
 HX1052
 HX1052  NGVD 29 (??/??/92)  619.691  (m)         2033.10   (f) ADJ UNCH    2 0
 HX1052
 HX1052.Superseded values are not recommended for survey control.
 HX1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1052.See file dsdata.txt to determine how the superseded data were derived.
 HX1052
 HX1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC229436(NAD 83)
 HX1052_MARKER: DB = BENCH MARK DISK
 HX1052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1052_SP_SET: STEP
 HX1052_STAMPING: G 234 1961
 HX1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1052
 HX1052  HISTORY     - Date     Condition        Report By
 HX1052  HISTORY     - 1961     MONUMENTED       CGS
 HX1052
 HX1052                          STATION DESCRIPTION
 HX1052
 HX1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1052'1.8 MI W FROM CALVIN.
 HX1052'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY 41 FROM THE LITTLE
 HX1052'UNION BAPTIST CHURCH AT CALVIN, THENCE 0.4 MILE NORTHWEST ALONG
 HX1052'STATE HIGHWAY 43, 45 YARDS SOUTHEAST OF THE SOUTHEAST END OF
 HX1052'THE BOTTOM STEP LEADING UP A FLIGHT OF STEP UP A VERY STEEP
 HX1052'BANK, SET VERTICALLY IN THE SOUTHWEST FACE OF A LONG ROCK CUT,
 HX1052'25 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 HX1052'ABOVE THE LEVEL OF THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE
 HX1052'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1848 ***********************************************************************
 HX1848  DESIGNATION -  G 235
 HX1848  PID         -  HX1848
 HX1848  STATE/COUNTY-  WV/FAYETTE
 HX1848  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1848
 HX1848                         *CURRENT SURVEY CONTROL
 HX1848  ___________________________________________________________________
 HX1848* NAD 83(1986)-  38 10 20.     (N)    081 11 27.     (W)     SCALED    
 HX1848* NAVD 88     -       207.998  (meters)     682.41   (feet)  ADJUSTED  
 HX1848  ___________________________________________________________________
 HX1848  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HX1848  DYNAMIC HT  -         207.851 (meters)     681.92  (feet)  COMP
 HX1848  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 HX1848
 HX1848  VERT ORDER  -  SECOND    CLASS 0
 HX1848
 HX1848.The horizontal coordinates were scaled from a topographic map and have
 HX1848.an estimated accuracy of +/- 6 seconds.
 HX1848
 HX1848.The orthometric height was determined by differential leveling
 HX1848.and adjusted by the National Geodetic Survey in June 1991..
 HX1848
 HX1848.The geoid height was determined by GEOID03.
 HX1848
 HX1848.The dynamic height is computed by dividing the NAVD 88
 HX1848.geopotential number by the normal gravity value computed on the
 HX1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1848.degrees latitude (g = 980.6199 gals.).
 HX1848
 HX1848.The modeled gravity was interpolated from observed gravity values.
 HX1848
 HX1848;                    North         East    Units  Estimated Accuracy
 HX1848;SPC WV S     -   130,120.      583,280.      MT  (+/- 180 meters Scaled)
 HX1848
 HX1848                          SUPERSEDED SURVEY CONTROL
 HX1848
 HX1848  NGVD 29 (??/??/92)  208.188  (m)          683.03   (f) ADJ UNCH    2 0
 HX1848
 HX1848.Superseded values are not recommended for survey control.
 HX1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1848.See file dsdata.txt to determine how the superseded data were derived.
 HX1848
 HX1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC832249(NAD 83)
 HX1848_MARKER: DB = BENCH MARK DISK
 HX1848_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1848_SP_SET: UNSPECIFIED ROCK
 HX1848_STAMPING: G 235 1961
 HX1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1848
 HX1848  HISTORY     - Date     Condition        Report By
 HX1848  HISTORY     - 1961     MONUMENTED       CGS
 HX1848
 HX1848                          STATION DESCRIPTION
 HX1848
 HX1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1848'0.7 MI N FROM GAULEY BRIDGE.
 HX1848'ABOUT 0.7 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX1848'THE JUNCTION OF THE NEW YORK CENTRAL RAILROAD (K AND M JUNCTION)
 HX1848'AT GAULEY BRIDGE, ABOUT 0.25 MILE NORTH OF MILEPOST NO. 2, AT
 HX1848'THE INSIDE OF A LONG CURVE, SET ON THE TOP OF THE EAST EDGE OF
 HX1848'A FLAT ROCK THAT IS AT THE SOUTH END OF A LOW CUT ON THE WEST
 HX1848'SIDE OF THE TRACK, 10 FEET WEST OF THE WEST RAIL, 25 FEET
 HX1848'SOUTHEAST OF THE 9 TH TELEGRAPH POLE NORTH OF MILEPOST 2, 2 1/2
 HX1848'FEET NORTH OF THE SOUTH END OF THE ROCK, 1/2 FOOT WEST OF THE
 HX1848'EAST EDGE OF THE ROCK AND ABOUT LEVEL WITH THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1365 ***********************************************************************
 HX1365  DESIGNATION -  G 236
 HX1365  PID         -  HX1365
 HX1365  STATE/COUNTY-  WV/NICHOLAS
 HX1365  USGS QUAD   -  MOUNT NEBO (1976)
 HX1365
 HX1365                         *CURRENT SURVEY CONTROL
 HX1365  ___________________________________________________________________
 HX1365* NAD 83(1986)-  38 10 25.     (N)    080 48 48.     (W)     SCALED    
 HX1365* NAVD 88     -       713.639  (meters)    2341.33   (feet)  ADJUSTED  
 HX1365  ___________________________________________________________________
 HX1365  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HX1365  DYNAMIC HT  -         713.080 (meters)    2339.50  (feet)  COMP
 HX1365  MODELED GRAV-     979,821.8   (mgal)                       NAVD 88
 HX1365
 HX1365  VERT ORDER  -  SECOND    CLASS 0
 HX1365
 HX1365.The horizontal coordinates were scaled from a topographic map and have
 HX1365.an estimated accuracy of +/- 6 seconds.
 HX1365
 HX1365.The orthometric height was determined by differential leveling
 HX1365.and adjusted by the National Geodetic Survey in June 1991..
 HX1365
 HX1365.The geoid height was determined by GEOID03.
 HX1365
 HX1365.The dynamic height is computed by dividing the NAVD 88
 HX1365.geopotential number by the normal gravity value computed on the
 HX1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1365.degrees latitude (g = 980.6199 gals.).
 HX1365
 HX1365.The modeled gravity was interpolated from observed gravity values.
 HX1365
 HX1365;                    North         East    Units  Estimated Accuracy
 HX1365;SPC WV S     -   130,270.      616,360.      MT  (+/- 180 meters Scaled)
 HX1365
 HX1365                          SUPERSEDED SURVEY CONTROL
 HX1365
 HX1365  NGVD 29 (??/??/92)  713.799  (m)         2341.86   (f) ADJ UNCH    2 0
 HX1365
 HX1365.Superseded values are not recommended for survey control.
 HX1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1365.See file dsdata.txt to determine how the superseded data were derived.
 HX1365
 HX1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC163250(NAD 83)
 HX1365_MARKER: DB = BENCH MARK DISK
 HX1365_SETTING: 66 = SET IN ROCK OUTCROP
 HX1365_SP_SET: ROCK CUT
 HX1365_STAMPING: G 236 1962
 HX1365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1365+STABILITY: POSITION/ELEVATION WELL
 HX1365
 HX1365  HISTORY     - Date     Condition        Report By
 HX1365  HISTORY     - 1962     MONUMENTED       CGS
 HX1365
 HX1365                          STATION DESCRIPTION
 HX1365
 HX1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1365'3.2 MI SE FROM MT NEBO.
 HX1365'ABOUT 1.3 MILES EAST ALONG A BLACK TOP ROAD FROM THE FOWLER
 HX1365'KNOB BAPTIST CHURCH, THENCE ABOUT 1.6 MILES SOUTHEAST ALONG A
 HX1365'ROUGH GRADED ROAD, THENCE ABOUT 0.3 MILES SOUTH ALONG A GRADED
 HX1365'ROAD, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING
 HX1365'NORTH AND EAST, SET ON TOP OF A ROCK CUT ABOUT 35 YARDS LONG
 HX1365'PROJECTING 4 FEET, 15.5 FEET SOUTHWEST OF THE CENTER LINE OF
 HX1365'THE ROAD, 15 FEET NORTHWEST OF THE SOUTHWEST END OF AN 18-INCH
 HX1365'PIPE CULVERT, 9.5 FEET SOUTHEAST OF TELEPHONE POLE 159-16, AND
 HX1365'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1402 ***********************************************************************
 HX1402  DESIGNATION -  G 237
 HX1402  PID         -  HX1402
 HX1402  STATE/COUNTY-  WV/GREENBRIER
 HX1402  USGS QUAD   -  CORLISS (1976)
 HX1402
 HX1402                         *CURRENT SURVEY CONTROL
 HX1402  ___________________________________________________________________
 HX1402* NAD 83(1986)-  38 05 25.     (N)    080 48 37.     (W)     SCALED    
 HX1402* NAVD 88     -       872.740  (meters)    2863.31   (feet)  ADJUSTED  
 HX1402  ___________________________________________________________________
 HX1402  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HX1402  DYNAMIC HT  -         872.046 (meters)    2861.04  (feet)  COMP
 HX1402  MODELED GRAV-     979,802.5   (mgal)                       NAVD 88
 HX1402
 HX1402  VERT ORDER  -  SECOND    CLASS 0
 HX1402
 HX1402.The horizontal coordinates were scaled from a topographic map and have
 HX1402.an estimated accuracy of +/- 6 seconds.
 HX1402
 HX1402.The orthometric height was determined by differential leveling
 HX1402.and adjusted by the National Geodetic Survey in June 1991..
 HX1402
 HX1402.The geoid height was determined by GEOID03.
 HX1402
 HX1402.The dynamic height is computed by dividing the NAVD 88
 HX1402.geopotential number by the normal gravity value computed on the
 HX1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1402.degrees latitude (g = 980.6199 gals.).
 HX1402
 HX1402.The modeled gravity was interpolated from observed gravity values.
 HX1402
 HX1402;                    North         East    Units  Estimated Accuracy
 HX1402;SPC WV S     -   121,030.      616,640.      MT  (+/- 180 meters Scaled)
 HX1402
 HX1402                          SUPERSEDED SURVEY CONTROL
 HX1402
 HX1402  NGVD 29 (??/??/92)  872.906  (m)         2863.86   (f) ADJ UNCH    2 0
 HX1402
 HX1402.Superseded values are not recommended for survey control.
 HX1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1402.See file dsdata.txt to determine how the superseded data were derived.
 HX1402
 HX1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC166158(NAD 83)
 HX1402_MARKER: DB = BENCH MARK DISK
 HX1402_SETTING: 80 = SET IN A BOULDER
 HX1402_SP_SET: BOULDER
 HX1402_STAMPING: G 237 1962
 HX1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1402+STABILITY: SURFACE MOTION
 HX1402
 HX1402  HISTORY     - Date     Condition        Report By
 HX1402  HISTORY     - 1962     MONUMENTED       CGS
 HX1402
 HX1402                          STATION DESCRIPTION
 HX1402
 HX1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1402'6.7 MI NE FROM RUSSELLVILLE.
 HX1402'ABOUT 6.7 MILES NORTHEAST ALONG A BLACK TOP AND A GRADED ROAD
 HX1402'FROM THE POST OFFICE AT RUSSELLVILLE, ABOUT 0.5 MILES SOUTHWEST OF
 HX1402'THE JUNCTION OF A GRADED ROAD SOUTHEAST TO QUINWOOD, ON THE INSIDE
 HX1402'OF A CURVE WITH TANGENTS EXTENDING SOUTH AND EAST, SET VERTICALLY
 HX1402'ON THE NORTH FACE OF A BOULDER ABOUT 8 FEET LONG PROJECTING 4
 HX1402'FEET, IS PART OF A 10 FOOT HIGH CUT, 14 FEET SOUTH OF THE
 HX1402'CENTER LINE OF THE ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HX1402'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1386 ***********************************************************************
 HX1386  DESIGNATION -  G 238
 HX1386  PID         -  HX1386
 HX1386  STATE/COUNTY-  WV/GREENBRIER
 HX1386  USGS QUAD   -  RICHWOOD (1995)
 HX1386
 HX1386                         *CURRENT SURVEY CONTROL
 HX1386  ___________________________________________________________________
 HX1386* NAD 83(1986)-  38 09 08.     (N)    080 32 20.     (W)     SCALED    
 HX1386* NAVD 88     -      1115.558  (meters)    3659.96   (feet)  ADJUSTED  
 HX1386  ___________________________________________________________________
 HX1386  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HX1386  DYNAMIC HT  -        1114.641 (meters)    3656.95  (feet)  COMP
 HX1386  MODELED GRAV-     979,766.0   (mgal)                       NAVD 88
 HX1386
 HX1386  VERT ORDER  -  SECOND    CLASS 0
 HX1386
 HX1386.The horizontal coordinates were scaled from a topographic map and have
 HX1386.an estimated accuracy of +/- 6 seconds.
 HX1386
 HX1386.The orthometric height was determined by differential leveling
 HX1386.and adjusted by the National Geodetic Survey in June 1991..
 HX1386
 HX1386.The geoid height was determined by GEOID03.
 HX1386
 HX1386.The dynamic height is computed by dividing the NAVD 88
 HX1386.geopotential number by the normal gravity value computed on the
 HX1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1386.degrees latitude (g = 980.6199 gals.).
 HX1386
 HX1386.The modeled gravity was interpolated from observed gravity values.
 HX1386
 HX1386;                    North         East    Units  Estimated Accuracy
 HX1386;SPC WV S     -   127,980.      640,410.      MT  (+/- 180 meters Scaled)
 HX1386
 HX1386                          SUPERSEDED SURVEY CONTROL
 HX1386
 HX1386  NGVD 29 (??/??/92) 1115.705  (m)         3660.44   (f) ADJ UNCH    2 0
 HX1386
 HX1386.Superseded values are not recommended for survey control.
 HX1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1386.See file dsdata.txt to determine how the superseded data were derived.
 HX1386
 HX1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC404228(NAD 83)
 HX1386_MARKER: DB = BENCH MARK DISK
 HX1386_SETTING: 80 = SET IN A BOULDER
 HX1386_SP_SET: BOULDER
 HX1386_STAMPING: G 238 1962
 HX1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1386+STABILITY: SURFACE MOTION
 HX1386
 HX1386  HISTORY     - Date     Condition        Report By
 HX1386  HISTORY     - 1962     MONUMENTED       CGS
 HX1386
 HX1386                          STATION DESCRIPTION
 HX1386
 HX1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1386'8.1 MI S FROM RICHWOOD.
 HX1386'ABOUT 6.2 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION
 HX1386'WITH RIVERSIDE DRIVE, THENCE ABOUT 1.4 MILES WEST ALONG A GRADED
 HX1386'ROAD, THENCE CONTINUE WEST ABOUT 0.5 MILES ALONG A ROUGH MOUNTAIN
 HX1386'ROAD, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING
 HX1386'WEST AND SOUTHEAST, SET ON TOP NEAR THE CENTER OF A BOULDER
 HX1386'ABOUT 10 BY 5 FEET WIDE AT THE NORTH END AND 1 1/2 FEET WIDE
 HX1386'AT THE SOUTH END PROJECTING 2 1/2 FEET, 54 FEET NORTHEAST OF THE
 HX1386'CENTER LINE OF THE ROAD, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE
 HX1386'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1201 ***********************************************************************
 HX1201  DESIGNATION -  G 239
 HX1201  PID         -  HX1201
 HX1201  STATE/COUNTY-  WV/NICHOLAS
 HX1201  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1201
 HX1201                         *CURRENT SURVEY CONTROL
 HX1201  ___________________________________________________________________
 HX1201* NAD 83(1986)-  38 16 21.     (N)    080 31 29.     (W)     SCALED    
 HX1201* NAVD 88     -       804.227  (meters)    2638.53   (feet)  ADJUSTED  
 HX1201  ___________________________________________________________________
 HX1201  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HX1201  DYNAMIC HT  -         803.591 (meters)    2636.45  (feet)  COMP
 HX1201  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 HX1201
 HX1201  VERT ORDER  -  SECOND    CLASS 0
 HX1201
 HX1201.The horizontal coordinates were scaled from a topographic map and have
 HX1201.an estimated accuracy of +/- 6 seconds.
 HX1201
 HX1201.The orthometric height was determined by differential leveling
 HX1201.and adjusted by the National Geodetic Survey in June 1991..
 HX1201
 HX1201.The geoid height was determined by GEOID03.
 HX1201
 HX1201.The dynamic height is computed by dividing the NAVD 88
 HX1201.geopotential number by the normal gravity value computed on the
 HX1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1201.degrees latitude (g = 980.6199 gals.).
 HX1201
 HX1201.The modeled gravity was interpolated from observed gravity values.
 HX1201
 HX1201;                    North         East    Units  Estimated Accuracy
 HX1201;SPC WV S     -   141,340.      641,590.      MT  (+/- 180 meters Scaled)
 HX1201
 HX1201                          SUPERSEDED SURVEY CONTROL
 HX1201
 HX1201  NGVD 29 (??/??/92)  804.368  (m)         2639.00   (f) ADJ UNCH    2 0
 HX1201
 HX1201.Superseded values are not recommended for survey control.
 HX1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1201.See file dsdata.txt to determine how the superseded data were derived.
 HX1201
 HX1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC415361(NAD 83)
 HX1201_MARKER: DB = BENCH MARK DISK
 HX1201_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1201_SP_SET: UNSPECIFIED ROCK
 HX1201_STAMPING: G 239 1962
 HX1201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1201
 HX1201  HISTORY     - Date     Condition        Report By
 HX1201  HISTORY     - 1962     MONUMENTED       CGS
 HX1201
 HX1201                          STATION DESCRIPTION
 HX1201
 HX1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1201'4.2 MI N FROM RICHWOOD.
 HX1201'ABOUT 0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1201'OFFICE AT RICHWOOD, THENCE ABOUT 2.4 MILES NORTH ALONG COUNTY
 HX1201'ROAD 76, THENCE ABOUT 0.9 MILES NORTH ALONG FOREST SERVICE ROAD
 HX1201'76, ABOUT 80 YARDS NORTH OF THE EAST END OF 6-FOOT PIPE CULVERT
 HX1201'UNDER THE ROAD IN BARRENSHE RUN, ON THE OUTSIDE OF A LONG CURVE
 HX1201'WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, SET ON TOP OF THE
 HX1201'WEST EDGE OF A ROCK THAT IS 12 FEET LONG PROJECTING 3 FEET AT
 HX1201'SOUTH CORNER THEN RUNNING UNDERGROUND, 22 FEET EAST OF THE CENTER
 HX1201'LINE OF THE ROAD, 2.5 FEET SOUTH OF THE NORTH END OF THE ROCK,
 HX1201'AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0839 ***********************************************************************
 JW0839  DESIGNATION -  G 24
 JW0839  PID         -  JW0839
 JW0839  STATE/COUNTY-  WV/PRESTON
 JW0839  USGS QUAD   -  KINGWOOD (1976)
 JW0839
 JW0839                         *CURRENT SURVEY CONTROL
 JW0839  ___________________________________________________________________
 JW0839* NAD 83(1986)-  39 23 09.     (N)    079 41 59.     (W)     SCALED    
 JW0839* NAVD 88     -       412.230  (meters)    1352.46   (feet)  ADJUSTED  
 JW0839  ___________________________________________________________________
 JW0839  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JW0839  DYNAMIC HT  -         411.966 (meters)    1351.59  (feet)  COMP
 JW0839  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 JW0839
 JW0839  VERT ORDER  -  SECOND    CLASS 0
 JW0839
 JW0839.The horizontal coordinates were scaled from a topographic map and have
 JW0839.an estimated accuracy of +/- 6 seconds.
 JW0839
 JW0839.The orthometric height was determined by differential leveling
 JW0839.and adjusted by the National Geodetic Survey in June 1991..
 JW0839
 JW0839.The geoid height was determined by GEOID03.
 JW0839
 JW0839.The dynamic height is computed by dividing the NAVD 88
 JW0839.geopotential number by the normal gravity value computed on the
 JW0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0839.degrees latitude (g = 980.6199 gals.).
 JW0839
 JW0839.The modeled gravity was interpolated from observed gravity values.
 JW0839
 JW0839;                    North         East    Units  Estimated Accuracy
 JW0839;SPC WV N     -    98,360.      582,790.      MT  (+/- 180 meters Scaled)
 JW0839
 JW0839                          SUPERSEDED SURVEY CONTROL
 JW0839
 JW0839  NGVD 29 (??/??/92)  412.425  (m)         1353.10   (f) ADJ UNCH    2 0
 JW0839
 JW0839.Superseded values are not recommended for survey control.
 JW0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0839.See file dsdata.txt to determine how the superseded data were derived.
 JW0839
 JW0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD119604(NAD 83)
 JW0839_MARKER: DB = BENCH MARK DISK
 JW0839_SETTING: 66 = SET IN ROCK OUTCROP
 JW0839_SP_SET: ROCK OUTCROP
 JW0839_STAMPING: G 24 1935
 JW0839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0839+STABILITY: POSITION/ELEVATION WELL
 JW0839
 JW0839  HISTORY     - Date     Condition        Report By
 JW0839  HISTORY     - 1935     MONUMENTED       CGS
 JW0839
 JW0839                          STATION DESCRIPTION
 JW0839
 JW0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0839'2.1 MI N FROM MANHEIM.
 JW0839'2.1 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0839'STATION AT MANHEIM, PRESTON COUNTY, 1-1/2 POLES SOUTH OF MILEAGE
 JW0839'SIGN 43.20, 30 FEET SOUTH OF A CUT, 7 FEET EAST OF THE EAST RAIL,
 JW0839'AND IN THE SIDE OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED G
 JW0839'24 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0500 ***********************************************************************
 HX0500  DESIGNATION -  G 240
 HX0500  PID         -  HX0500
 HX0500  STATE/COUNTY-  WV/WEBSTER
 HX0500  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0500
 HX0500                         *CURRENT SURVEY CONTROL
 HX0500  ___________________________________________________________________
 HX0500* NAD 83(1986)-  38 24 03.     (N)    080 28 44.     (W)     SCALED    
 HX0500* NAVD 88     -       684.468  (meters)    2245.63   (feet)  ADJUSTED  
 HX0500  ___________________________________________________________________
 HX0500  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX0500  DYNAMIC HT  -         683.941 (meters)    2243.90  (feet)  COMP
 HX0500  MODELED GRAV-     979,834.9   (mgal)                       NAVD 88
 HX0500
 HX0500  VERT ORDER  -  SECOND    CLASS 0
 HX0500
 HX0500.The horizontal coordinates were scaled from a topographic map and have
 HX0500.an estimated accuracy of +/- 6 seconds.
 HX0500
 HX0500.The orthometric height was determined by differential leveling
 HX0500.and adjusted by the National Geodetic Survey in June 1991..
 HX0500
 HX0500.The geoid height was determined by GEOID03.
 HX0500
 HX0500.The dynamic height is computed by dividing the NAVD 88
 HX0500.geopotential number by the normal gravity value computed on the
 HX0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0500.degrees latitude (g = 980.6199 gals.).
 HX0500
 HX0500.The modeled gravity was interpolated from observed gravity values.
 HX0500
 HX0500;                    North         East    Units  Estimated Accuracy
 HX0500;SPC WV S     -   155,610.      645,520.      MT  (+/- 180 meters Scaled)
 HX0500
 HX0500                          SUPERSEDED SURVEY CONTROL
 HX0500
 HX0500  NGVD 29 (??/??/92)  684.619  (m)         2246.12   (f) ADJ UNCH    2 0
 HX0500
 HX0500.Superseded values are not recommended for survey control.
 HX0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0500.See file dsdata.txt to determine how the superseded data were derived.
 HX0500
 HX0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC455504(NAD 83)
 HX0500_MARKER: DB = BENCH MARK DISK
 HX0500_SETTING: 80 = SET IN A BOULDER
 HX0500_SP_SET: BOULDER
 HX0500_STAMPING: G 240 1962
 HX0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0500+STABILITY: SURFACE MOTION
 HX0500
 HX0500  HISTORY     - Date     Condition        Report By
 HX0500  HISTORY     - 1962     MONUMENTED       CGS
 HX0500
 HX0500                          STATION DESCRIPTION
 HX0500
 HX0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0500'4.9 MI E FROM COWEN.
 HX0500'4.9 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST BAPTIST
 HX0500'CHURCH AT COWEN, ABOUT 0.6 MILES EAST OF JUNCTION OF CENTER
 HX0500'ONE OF THREE DRIVES LEADING NORTH TO 4-H CAMP CAESER, ON THE
 HX0500'INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING EAST AND
 HX0500'SOUTHWEST, 29.5 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 8
 HX0500'FEET NORTHEAST OF SOUTHWEST CORNER OF BOULDER, 3 FEET NORTH
 HX0500'OF SOUTH EDGE OF BOULDER, ABOUT 1 1/2 FOOT ABOVE HIGHWAY LEVEL,
 HX0500'AND SET ON TOP OF A 15 FOOT SQUARE EMBEDDED BOULDER THAT IS
 HX0500'12 FEET HIGH ON SOUTH SIDE AND 2 1/2 FEET HIGH ON NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0833 ***********************************************************************
 HX0833  DESIGNATION -  G 241
 HX0833  PID         -  HX0833
 HX0833  STATE/COUNTY-  WV/WEBSTER
 HX0833  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0833
 HX0833                         *CURRENT SURVEY CONTROL
 HX0833  ___________________________________________________________________
 HX0833* NAD 83(1986)-  38 20 32.     (N)    080 28 15.     (W)     SCALED    
 HX0833* NAVD 88     -       846.580  (meters)    2777.49   (feet)  ADJUSTED  
 HX0833  ___________________________________________________________________
 HX0833  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX0833  DYNAMIC HT  -         845.890 (meters)    2775.22  (feet)  COMP
 HX0833  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 HX0833
 HX0833  VERT ORDER  -  SECOND    CLASS 0
 HX0833
 HX0833.The horizontal coordinates were scaled from a topographic map and have
 HX0833.an estimated accuracy of +/- 6 seconds.
 HX0833
 HX0833.The orthometric height was determined by differential leveling
 HX0833.and adjusted by the National Geodetic Survey in June 1991..
 HX0833
 HX0833.The geoid height was determined by GEOID03.
 HX0833
 HX0833.The dynamic height is computed by dividing the NAVD 88
 HX0833.geopotential number by the normal gravity value computed on the
 HX0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0833.degrees latitude (g = 980.6199 gals.).
 HX0833
 HX0833.The modeled gravity was interpolated from observed gravity values.
 HX0833
 HX0833;                    North         East    Units  Estimated Accuracy
 HX0833;SPC WV S     -   149,100.      646,260.      MT  (+/- 180 meters Scaled)
 HX0833
 HX0833                          SUPERSEDED SURVEY CONTROL
 HX0833
 HX0833  NGVD 29 (??/??/92)  846.695  (m)         2777.87   (f) ADJ UNCH    2 0
 HX0833
 HX0833.Superseded values are not recommended for survey control.
 HX0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0833.See file dsdata.txt to determine how the superseded data were derived.
 HX0833
 HX0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC462439(NAD 83)
 HX0833_MARKER: DB = BENCH MARK DISK
 HX0833_SETTING: 66 = SET IN ROCK OUTCROP
 HX0833_SP_SET: PROJECTING ROCK
 HX0833_STAMPING: G 241 1962
 HX0833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0833+STABILITY: POSITION/ELEVATION WELL
 HX0833
 HX0833  HISTORY     - Date     Condition        Report By
 HX0833  HISTORY     - 1962     MONUMENTED       CGS
 HX0833
 HX0833                          STATION DESCRIPTION
 HX0833
 HX0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0833'4.9 MI SE FROM DYER.
 HX0833'4.9 MILES SW AND SE ALONG FOREST SERVICE ROAD 101 FROM THE
 HX0833'FOOTBRIDGE OVER WILLIAMS RIVER AT DYER, ABOUT 1.0 MILE NORTHWEST
 HX0833'OF THE JUNCTION WITH FOREST SERVICE ROAD 76, ON THE OUTSIDE OF A
 HX0833'SHARP CURVE WITH THE TANGENTS EXTENDING TO THE WEST AND SOUTH,
 HX0833'ON THE NORTHWEST SIDE OF ALDRIDGE BRANCH, SET IN THE TOP OF THE
 HX0833'WEST EDGE OF A ROCK THAT IS ABOUT 35 FEET LONG, 20 FEET WIDE,
 HX0833'8 FEET HIGH AT THE SOUTH END, GOES UNDER GROUND ON THE NORTH
 HX0833'END, 98 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 18 FEET
 HX0833'NORTH OF THE SOUTH-WEST CORNER OF THE ROCK, 1.9 FEET EAST OF THE
 HX0833'WEST EDGE OF THE ROCK, AND 15 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0807 ***********************************************************************
 HX0807  DESIGNATION -  G 242
 HX0807  PID         -  HX0807
 HX0807  STATE/COUNTY-  WV/POCAHONTAS
 HX0807  USGS QUAD   -  LOBELIA (1995)
 HX0807
 HX0807                         *CURRENT SURVEY CONTROL
 HX0807  ___________________________________________________________________
 HX0807* NAD 83(1986)-  38 12 52.     (N)    080 17 08.     (W)     SCALED    
 HX0807* NAVD 88     -      1030.653  (meters)    3381.40   (feet)  ADJUSTED  
 HX0807  ___________________________________________________________________
 HX0807  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HX0807  DYNAMIC HT  -        1029.762 (meters)    3378.48  (feet)  COMP
 HX0807  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 HX0807
 HX0807  VERT ORDER  -  SECOND    CLASS 0
 HX0807
 HX0807.The horizontal coordinates were scaled from a topographic map and have
 HX0807.an estimated accuracy of +/- 6 seconds.
 HX0807
 HX0807.The orthometric height was determined by differential leveling
 HX0807.and adjusted by the National Geodetic Survey in June 1991..
 HX0807
 HX0807.The geoid height was determined by GEOID03.
 HX0807
 HX0807.The dynamic height is computed by dividing the NAVD 88
 HX0807.geopotential number by the normal gravity value computed on the
 HX0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0807.degrees latitude (g = 980.6199 gals.).
 HX0807
 HX0807.The modeled gravity was interpolated from observed gravity values.
 HX0807
 HX0807;                    North         East    Units  Estimated Accuracy
 HX0807;SPC WV S     -   135,030.      662,560.      MT  (+/- 180 meters Scaled)
 HX0807
 HX0807                          SUPERSEDED SURVEY CONTROL
 HX0807
 HX0807  NGVD 29 (??/??/92) 1030.713  (m)         3381.60   (f) ADJ UNCH    2 0
 HX0807
 HX0807.Superseded values are not recommended for survey control.
 HX0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0807.See file dsdata.txt to determine how the superseded data were derived.
 HX0807
 HX0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC625298(NAD 83)
 HX0807_MARKER: DB = BENCH MARK DISK
 HX0807_SETTING: 66 = SET IN ROCK OUTCROP
 HX0807_SP_SET: ROCK CUT
 HX0807_STAMPING: G 242 1962
 HX0807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0807+STABILITY: POSITION/ELEVATION WELL
 HX0807
 HX0807  HISTORY     - Date     Condition        Report By
 HX0807  HISTORY     - 1962     MONUMENTED       CGS
 HX0807
 HX0807                          STATION DESCRIPTION
 HX0807
 HX0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0807'9.7 MI NW FROM MILL POINT.
 HX0807'6.7 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX0807'U.S. HIGHWAY 219 AT MILL POINT, THENCE 3.0 MILES NORTHWEST
 HX0807'ALONG FOREST SERVICE ROAD 102, ABOUT 0.45 MILES NORTHWEST
 HX0807'OF A LOCKED STEEL GATE ACROSS THE ROAD AT THE BACK WOODS COUNTRY
 HX0807'ENTRANCE OF THE MONONGAHELA NATIONAL FOREST, SET VERTICALLY
 HX0807'IN THE NORTHEAST FACE OF A ROCK THAT IS ABOUT 6 FEET LONG,
 HX0807'2.5 FEET HIGH, IS PART OF A 5 FOOT HIGH CUT, ABOUT 45 FEET
 HX0807'SOUTHEAST OF A 10 X 8 X 5 FOOT BOULDER ON THE CUT, 17 FEET
 HX0807'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET BELOW THE
 HX0807'TOP OF THE ROCK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0875 ***********************************************************************
 HX0875  DESIGNATION -  G 243
 HX0875  PID         -  HX0875
 HX0875  STATE/COUNTY-  WV/GREENBRIER
 HX0875  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0875
 HX0875                         *CURRENT SURVEY CONTROL
 HX0875  ___________________________________________________________________
 HX0875* NAD 83(1986)-  38 14 37.     (N)    080 27 20.     (W)     SCALED    
 HX0875* NAVD 88     -       821.936  (meters)    2696.64   (feet)  ADJUSTED  
 HX0875  ___________________________________________________________________
 HX0875  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HX0875  DYNAMIC HT  -         821.265 (meters)    2694.43  (feet)  COMP
 HX0875  MODELED GRAV-     979,783.8   (mgal)                       NAVD 88
 HX0875
 HX0875  VERT ORDER  -  SECOND    CLASS 0
 HX0875
 HX0875.The horizontal coordinates were scaled from a topographic map and have
 HX0875.an estimated accuracy of +/- 6 seconds.
 HX0875
 HX0875.The orthometric height was determined by differential leveling
 HX0875.and adjusted by the National Geodetic Survey in June 1991..
 HX0875
 HX0875.The geoid height was determined by GEOID03.
 HX0875
 HX0875.The dynamic height is computed by dividing the NAVD 88
 HX0875.geopotential number by the normal gravity value computed on the
 HX0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0875.degrees latitude (g = 980.6199 gals.).
 HX0875
 HX0875.The modeled gravity was interpolated from observed gravity values.
 HX0875
 HX0875;                    North         East    Units  Estimated Accuracy
 HX0875;SPC WV S     -   138,170.      647,660.      MT  (+/- 180 meters Scaled)
 HX0875
 HX0875                          SUPERSEDED SURVEY CONTROL
 HX0875
 HX0875  NGVD 29 (??/??/92)  822.050  (m)         2697.01   (f) ADJ UNCH    2 0
 HX0875
 HX0875.Superseded values are not recommended for survey control.
 HX0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0875.See file dsdata.txt to determine how the superseded data were derived.
 HX0875
 HX0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC476329(NAD 83)
 HX0875_MARKER: DB = BENCH MARK DISK
 HX0875_SETTING: 80 = SET IN A BOULDER
 HX0875_SP_SET: BOULDER
 HX0875_STAMPING: G 243 1962
 HX0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0875+STABILITY: SURFACE MOTION
 HX0875
 HX0875  HISTORY     - Date     Condition        Report By
 HX0875  HISTORY     - 1962     MONUMENTED       CGS
 HX0875
 HX0875                          STATION DESCRIPTION
 HX0875
 HX0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0875'6.1 MI E FROM RICHWOOD.
 HX0875'6.1 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 HX0875'RICHWOOD, 0.5 MILE EAST OF THE NICHOLAS AND GREENBRIER COUNTY
 HX0875'LINE, 0.3 MILE WEST OF COATS RUN, SET ON TOP OF THE NORTHEAST CORNER
 HX0875'OF A ROCK THAT IS ABOUT 15-FOOT SQUARE AND 3-FOOT HIGH AT THE NORTH
 HX0875'SIDE, 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 HX0875'SOUTH OF THE NORTH EDGE OF THE ROCK, 3 1/2 FEET WEST OF THE EAST
 HX0875'EDGE OF THE ROCK, AND ABOUT 12 FEET BELOW THE LEVEL OF THE HIGHWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0665 ***********************************************************************
 HX0665  DESIGNATION -  G 244
 HX0665  PID         -  HX0665
 HX0665  STATE/COUNTY-  WV/WEBSTER
 HX0665  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0665
 HX0665                         *CURRENT SURVEY CONTROL
 HX0665  ___________________________________________________________________
 HX0665* NAD 83(1986)-  38 25 49.     (N)    080 23 03.     (W)     SCALED    
 HX0665* NAVD 88     -       704.463  (meters)    2311.23   (feet)  ADJUSTED  
 HX0665  ___________________________________________________________________
 HX0665  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HX0665  DYNAMIC HT  -         703.920 (meters)    2309.44  (feet)  COMP
 HX0665  MODELED GRAV-     979,833.4   (mgal)                       NAVD 88
 HX0665
 HX0665  VERT ORDER  -  SECOND    CLASS 0
 HX0665
 HX0665.The horizontal coordinates were scaled from a topographic map and have
 HX0665.an estimated accuracy of +/- 6 seconds.
 HX0665
 HX0665.The orthometric height was determined by differential leveling
 HX0665.and adjusted by the National Geodetic Survey in June 1991..
 HX0665
 HX0665.The geoid height was determined by GEOID03.
 HX0665
 HX0665.The dynamic height is computed by dividing the NAVD 88
 HX0665.geopotential number by the normal gravity value computed on the
 HX0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0665.degrees latitude (g = 980.6199 gals.).
 HX0665
 HX0665.The modeled gravity was interpolated from observed gravity values.
 HX0665
 HX0665;                    North         East    Units  Estimated Accuracy
 HX0665;SPC WV S     -   158,920.      653,770.      MT  (+/- 180 meters Scaled)
 HX0665
 HX0665                          SUPERSEDED SURVEY CONTROL
 HX0665
 HX0665  NGVD 29 (??/??/92)  704.608  (m)         2311.70   (f) ADJ UNCH    2 0
 HX0665
 HX0665.Superseded values are not recommended for survey control.
 HX0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0665.See file dsdata.txt to determine how the superseded data were derived.
 HX0665
 HX0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC537537(NAD 83)
 HX0665_MARKER: DB = BENCH MARK DISK
 HX0665_SETTING: 66 = SET IN ROCK OUTCROP
 HX0665_SP_SET: SLOPING ROCK
 HX0665_STAMPING: G 244 1962
 HX0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0665+STABILITY: POSITION/ELEVATION WELL
 HX0665
 HX0665  HISTORY     - Date     Condition        Report By
 HX0665  HISTORY     - 1962     MONUMENTED       CGS
 HX0665
 HX0665                          STATION DESCRIPTION
 HX0665
 HX0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0665'4.6 MI SE FROM BOLAIR.
 HX0665'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0665'BOLAIR, THENCE ABOUT 4.4 MILES SOUTHEAST ALONG GAULEY RIVER ROAD,
 HX0665'ABOUT 92 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 HX0665'NARROW GRADED ROAD LEADING NORTHEAST TO LAUREL CREEK, SET ON
 HX0665'THE TOP OF THE EAST EDGE OF A ROCK THAT IS ABOUT 12 FOOT WIDE
 HX0665'AND 2 1/2 FOOT HIGH THAT SLOPES UNDER THE GROUND AT THE WEST
 HX0665'SIDE, 75 YARDS SOUTH AND ACROSS THE ROAD FROM THE SOUTHWEST
 HX0665'CORNER OF A CABIN, 57.7 FEET SOUTH OF THE CENTER LINE OF THE
 HX0665'ROAD, 2.4 FEET SOUTH OF THE NORTHEAST CORNER OF THE ROCK, AND
 HX0665'ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0613 ***********************************************************************
 HX0613  DESIGNATION -  G 245
 HX0613  PID         -  HX0613
 HX0613  STATE/COUNTY-  WV/POCAHONTAS
 HX0613  USGS QUAD   -  EDRAY (1995)
 HX0613
 HX0613                         *CURRENT SURVEY CONTROL
 HX0613  ___________________________________________________________________
 HX0613* NAD 83(1986)-  38 17 16.     (N)    080 06 17.     (W)     SCALED    
 HX0613* NAVD 88     -       886.747  (meters)    2909.27   (feet)  ADJUSTED  
 HX0613  ___________________________________________________________________
 HX0613  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX0613  DYNAMIC HT  -         886.014 (meters)    2906.86  (feet)  COMP
 HX0613  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 HX0613
 HX0613  VERT ORDER  -  FIRST     CLASS II
 HX0613
 HX0613.The horizontal coordinates were scaled from a topographic map and have
 HX0613.an estimated accuracy of +/- 6 seconds.
 HX0613
 HX0613.The orthometric height was determined by differential leveling
 HX0613.and adjusted by the National Geodetic Survey in June 1991..
 HX0613
 HX0613.The geoid height was determined by GEOID03.
 HX0613
 HX0613.The dynamic height is computed by dividing the NAVD 88
 HX0613.geopotential number by the normal gravity value computed on the
 HX0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0613.degrees latitude (g = 980.6199 gals.).
 HX0613
 HX0613.The modeled gravity was interpolated from observed gravity values.
 HX0613
 HX0613;                    North         East    Units  Estimated Accuracy
 HX0613;SPC WV S     -   143,310.      678,320.      MT  (+/- 180 meters Scaled)
 HX0613
 HX0613                          SUPERSEDED SURVEY CONTROL
 HX0613
 HX0613  NGVD 29 (??/??/92)  886.847  (m)         2909.60   (f) ADJ UNCH    1 2
 HX0613
 HX0613.Superseded values are not recommended for survey control.
 HX0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0613.See file dsdata.txt to determine how the superseded data were derived.
 HX0613
 HX0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC782381(NAD 83)
 HX0613_MARKER: DB = BENCH MARK DISK
 HX0613_SETTING: 66 = SET IN ROCK OUTCROP
 HX0613_SP_SET: ROCK LEDGE
 HX0613_STAMPING: G 245 1962
 HX0613_MARK LOGO: CGS   
 HX0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0613+STABILITY: POSITION/ELEVATION WELL
 HX0613
 HX0613  HISTORY     - Date     Condition        Report By
 HX0613  HISTORY     - 1962     MONUMENTED       CGS
 HX0613  HISTORY     - 1983     GOOD             NGS
 HX0613
 HX0613                          STATION DESCRIPTION
 HX0613
 HX0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0613'5 MI N FROM MARLINTON.
 HX0613'5.0 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST
 HX0613'END OF STATE HIGHWAY 39 BRIDGE OVER GREENBRIER RIVER AT MARLINTON,
 HX0613'ABOUT 100 YARDS NORTHEAST OF THE JUNCTION OF A DRIVE NORTHEAST
 HX0613'TO A LARGE WHITE WOODEN FRAME HOUSE, ON THE INSIDE OF A CURVE,
 HX0613'SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK LEDGE ABOUT
 HX0613'40 YARDS LONG THAT PROJECTS OUT OF THE BANK ALONG THE NORTHWEST
 HX0613'EDGE OF THE YARD AROUND THE HOUSE, 20 1/2 FEET SOUTHEAST OF THE
 HX0613'CENTER LINE OF THE HIGHWAY, 32 FEET NORTHEAST OF THE SOUTHWEST
 HX0613'END OF THE ROCK LEDGE, ABOUT 1 FOOT ABOVE THE GROUND, AND
 HX0613'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 HX0613
 HX0613                          STATION RECOVERY (1983)
 HX0613
 HX0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0757 ***********************************************************************
 HX0757  DESIGNATION -  G 246
 HX0757  PID         -  HX0757
 HX0757  STATE/COUNTY-  WV/WEBSTER
 HX0757  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0757
 HX0757                         *CURRENT SURVEY CONTROL
 HX0757  ___________________________________________________________________
 HX0757* NAD 83(1986)-  38 20 32.     (N)    080 22 27.     (W)     SCALED    
 HX0757* NAVD 88     -       726.877  (meters)    2384.76   (feet)  ADJUSTED  
 HX0757  ___________________________________________________________________
 HX0757  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HX0757  DYNAMIC HT  -         726.295 (meters)    2382.85  (feet)  COMP
 HX0757  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 HX0757
 HX0757  VERT ORDER  -  SECOND    CLASS 0
 HX0757
 HX0757.The horizontal coordinates were scaled from a topographic map and have
 HX0757.an estimated accuracy of +/- 6 seconds.
 HX0757
 HX0757.The orthometric height was determined by differential leveling
 HX0757.and adjusted by the National Geodetic Survey in June 1991..
 HX0757
 HX0757.The geoid height was determined by GEOID03.
 HX0757
 HX0757.The dynamic height is computed by dividing the NAVD 88
 HX0757.geopotential number by the normal gravity value computed on the
 HX0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0757.degrees latitude (g = 980.6199 gals.).
 HX0757
 HX0757.The modeled gravity was interpolated from observed gravity values.
 HX0757
 HX0757;                    North         East    Units  Estimated Accuracy
 HX0757;SPC WV S     -   149,160.      654,710.      MT  (+/- 180 meters Scaled)
 HX0757
 HX0757                          SUPERSEDED SURVEY CONTROL
 HX0757
 HX0757  NGVD 29 (??/??/92)  726.993  (m)         2385.14   (f) ADJ UNCH    2 0
 HX0757
 HX0757.Superseded values are not recommended for survey control.
 HX0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0757.See file dsdata.txt to determine how the superseded data were derived.
 HX0757
 HX0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC546439(NAD 83)
 HX0757_MARKER: DB = BENCH MARK DISK
 HX0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0757_SP_SET: ABUTMENT
 HX0757_STAMPING: G 246 1962
 HX0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0757
 HX0757  HISTORY     - Date     Condition        Report By
 HX0757  HISTORY     - 1962     MONUMENTED       CGS
 HX0757
 HX0757                          STATION DESCRIPTION
 HX0757
 HX0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0757'6.8 MI SE FROM DYER.
 HX0757'6.75 MILES SOUTHEAST ALONG WILLIAMS RIVER BLACK TOP AND GRADED
 HX0757'ROAD FROM THE DYER METHODIST CHURCH AT DYER, SET AT JUNCTION OF
 HX0757'U.S. FOREST ROAD 108 TO SOUTHEAST AND 86 TO THE NORTHEAST, SET
 HX0757'ON TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE
 HX0757'BRIDGE ACROSS THE WILLIAMS RIVER THAT CROSSES ABOUT 0.5 MILES
 HX0757'NORTH OF THE THREE FORKS OF WILLIAMS RIVER, 7 FEET NORTH OF THE
 HX0757'CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF THE NORTH END OF THE
 HX0757'ABUTMENT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0724 ***********************************************************************
 HX0724  DESIGNATION -  G 247
 HX0724  PID         -  HX0724
 HX0724  STATE/COUNTY-  WV/POCAHONTAS
 HX0724  USGS QUAD   -  WOODROW (1995)
 HX0724
 HX0724                         *CURRENT SURVEY CONTROL
 HX0724  ___________________________________________________________________
 HX0724* NAD 83(1986)-  38 18 59.     (N)    080 12 41.     (W)     SCALED    
 HX0724* NAVD 88     -       985.183  (meters)    3232.22   (feet)  ADJUSTED  
 HX0724  ___________________________________________________________________
 HX0724  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0724  DYNAMIC HT  -         984.362 (meters)    3229.53  (feet)  COMP
 HX0724  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 HX0724
 HX0724  VERT ORDER  -  SECOND    CLASS 0
 HX0724
 HX0724.The horizontal coordinates were scaled from a topographic map and have
 HX0724.an estimated accuracy of +/- 6 seconds.
 HX0724
 HX0724.The orthometric height was determined by differential leveling
 HX0724.and adjusted by the National Geodetic Survey in June 1991..
 HX0724
 HX0724.The geoid height was determined by GEOID03.
 HX0724
 HX0724.The dynamic height is computed by dividing the NAVD 88
 HX0724.geopotential number by the normal gravity value computed on the
 HX0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0724.degrees latitude (g = 980.6199 gals.).
 HX0724
 HX0724.The modeled gravity was interpolated from observed gravity values.
 HX0724
 HX0724;                    North         East    Units  Estimated Accuracy
 HX0724;SPC WV S     -   146,400.      668,960.      MT  (+/- 180 meters Scaled)
 HX0724
 HX0724                          SUPERSEDED SURVEY CONTROL
 HX0724
 HX0724  NGVD 29 (??/??/92)  985.256  (m)         3232.46   (f) ADJ UNCH    2 0
 HX0724
 HX0724.Superseded values are not recommended for survey control.
 HX0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0724.See file dsdata.txt to determine how the superseded data were derived.
 HX0724
 HX0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC689412(NAD 83)
 HX0724_MARKER: DB = BENCH MARK DISK
 HX0724_SETTING: 80 = SET IN A BOULDER
 HX0724_SP_SET: BOULDER
 HX0724_STAMPING: G 247 1962
 HX0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0724+STABILITY: SURFACE MOTION
 HX0724
 HX0724  HISTORY     - Date     Condition        Report By
 HX0724  HISTORY     - 1962     MONUMENTED       CGS
 HX0724
 HX0724                          STATION DESCRIPTION
 HX0724
 HX0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0724'5.6 MI NW FROM WOODROW.
 HX0724'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0724'SCHOOL AT WOODROW, THENCE ABOUT 3.8 MILES NORTHWEST ALONG U.S.
 HX0724'FORESTRY ROAD 76, THENCE ABOUT 0.5 MILES NORTH ALONG U.S.
 HX0724'FORESTRY ROAD 86, ABOUT 1.55 MILES SOUTHEAST OF A CONCRETE BRIDGE
 HX0724'OVER, SUGAR CREEK, SET VERTICALLY ON THE EAST FACE OF A EMBEDDED
 HX0724'BOULDER ABOUT 6 FEET LONG, PROJECTING 3 FEET AT THE SOUTH END
 HX0724'OF AND ON THE OUTSIDE OF A CURVE SOUTH BY NORTHEAST, 16 FEET
 HX0724'WEST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF THE SOUTH
 HX0724'END OF THE BOULDER, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0697 ***********************************************************************
 HX0697  DESIGNATION -  G 248
 HX0697  PID         -  HX0697
 HX0697  STATE/COUNTY-  WV/POCAHONTAS
 HX0697  USGS QUAD   -  SHARP KNOB (1995)
 HX0697
 HX0697                         *CURRENT SURVEY CONTROL
 HX0697  ___________________________________________________________________
 HX0697* NAD 83(1986)-  38 25 27.     (N)    080 09 35.     (W)     SCALED    
 HX0697* NAVD 88     -      1302.939  (meters)    4274.73   (feet)  ADJUSTED  
 HX0697  ___________________________________________________________________
 HX0697  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HX0697  DYNAMIC HT  -        1301.911 (meters)    4271.35  (feet)  COMP
 HX0697  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 HX0697
 HX0697  VERT ORDER  -  SECOND    CLASS 0
 HX0697
 HX0697.The horizontal coordinates were scaled from a topographic map and have
 HX0697.an estimated accuracy of +/- 6 seconds.
 HX0697
 HX0697.The orthometric height was determined by differential leveling
 HX0697.and adjusted by the National Geodetic Survey in June 1991..
 HX0697
 HX0697.The geoid height was determined by GEOID03.
 HX0697
 HX0697.The dynamic height is computed by dividing the NAVD 88
 HX0697.geopotential number by the normal gravity value computed on the
 HX0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0697.degrees latitude (g = 980.6199 gals.).
 HX0697
 HX0697.The modeled gravity was interpolated from observed gravity values.
 HX0697
 HX0697;                    North         East    Units  Estimated Accuracy
 HX0697;SPC WV S     -   158,400.      673,370.      MT  (+/- 180 meters Scaled)
 HX0697
 HX0697                          SUPERSEDED SURVEY CONTROL
 HX0697
 HX0697  NGVD 29 (??/??/92) 1303.066  (m)         4275.14   (f) ADJ UNCH    2 0
 HX0697
 HX0697.Superseded values are not recommended for survey control.
 HX0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0697.See file dsdata.txt to determine how the superseded data were derived.
 HX0697
 HX0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC733532(NAD 83)
 HX0697_MARKER: DB = BENCH MARK DISK
 HX0697_SETTING: 0 = UNSPECIFIED SETTING
 HX0697_STAMPING: G 248 1962
 HX0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0697
 HX0697  HISTORY     - Date     Condition        Report By
 HX0697  HISTORY     - 1962     MONUMENTED       CGS
 HX0697
 HX0697                          STATION DESCRIPTION
 HX0697
 HX0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0697'6.4 MI W FROM SLATY FORK.
 HX0697'4.6 MILES NORTHWEST ALONG ABANDONED RAILWAY BED (TRAIL) FROM
 HX0697'THE POST OFFICE AT SLATY FORK, THENCE ABOUT 1.8 MILES SOUTHWEST
 HX0697'ALONG U.S. FORESTRY ROAD 24, SET AT THE JUNCTION OF U.S. FORESTRY
 HX0697'ROAD 24-A LEADING NORTHWEST UP TO THE SHARP KNOB LOOKOUT TOWER,
 HX0697'42 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 58 FEET
 HX0697'SOUTH OF THE CENTER LINE OF THE JUNCTION, 21 FEET SOUTHWEST OF
 HX0697'A 12-INCH CHERRY TREE, AND 1.5 FEET NORTHEAST OF A STEEL WITNESS
 HX0697'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0574 ***********************************************************************
 HX0574  DESIGNATION -  G 249
 HX0574  PID         -  HX0574
 HX0574  STATE/COUNTY-  WV/GREENBRIER
 HX0574  USGS QUAD   -  DROOP (1995)
 HX0574
 HX0574                         *CURRENT SURVEY CONTROL
 HX0574  ___________________________________________________________________
 HX0574* NAD 83(1986)-  38 01 30.     (N)    080 16 36.     (W)     SCALED    
 HX0574* NAVD 88     -       588.412  (meters)    1930.48   (feet)  ADJUSTED  
 HX0574  ___________________________________________________________________
 HX0574  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HX0574  DYNAMIC HT  -         587.909 (meters)    1928.83  (feet)  COMP
 HX0574  MODELED GRAV-     979,756.4   (mgal)                       NAVD 88
 HX0574
 HX0574  VERT ORDER  -  SECOND    CLASS 0
 HX0574
 HX0574.The horizontal coordinates were scaled from a topographic map and have
 HX0574.an estimated accuracy of +/- 6 seconds.
 HX0574
 HX0574.The orthometric height was determined by differential leveling
 HX0574.and adjusted by the National Geodetic Survey in June 1991..
 HX0574
 HX0574.The geoid height was determined by GEOID03.
 HX0574
 HX0574.The dynamic height is computed by dividing the NAVD 88
 HX0574.geopotential number by the normal gravity value computed on the
 HX0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0574.degrees latitude (g = 980.6199 gals.).
 HX0574
 HX0574.The modeled gravity was interpolated from observed gravity values.
 HX0574
 HX0574;                    North         East    Units  Estimated Accuracy
 HX0574;SPC WV S     -   114,010.      663,510.      MT  (+/- 180 meters Scaled)
 HX0574
 HX0574                          SUPERSEDED SURVEY CONTROL
 HX0574
 HX0574  NGVD 29 (??/??/92)  588.517  (m)         1930.83   (f) ADJ UNCH    2 0
 HX0574
 HX0574.Superseded values are not recommended for survey control.
 HX0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0574.See file dsdata.txt to determine how the superseded data were derived.
 HX0574
 HX0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC634088(NAD 83)
 HX0574_MARKER: DB = BENCH MARK DISK
 HX0574_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0574_SP_SET: ABUTMENT
 HX0574_STAMPING: G 249 1962
 HX0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX0574+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 HX0574
 HX0574  HISTORY     - Date     Condition        Report By
 HX0574  HISTORY     - 1962     MONUMENTED       CGS
 HX0574  HISTORY     - 1983     GOOD             NGS
 HX0574  HISTORY     - 1983     GOOD             NGS
 HX0574  HISTORY     - 20050806 GOOD             GEOCAC
 HX0574
 HX0574                          STATION DESCRIPTION
 HX0574
 HX0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0574'0.9 MI E FROM HORROCK.
 HX0574'0.9 MILES EAST ALONG CHESAPEAKE AND OHIO RAILWAY FROM THE GRADED
 HX0574'ROAD CROSSING AT HORROCK, ABOUT 0.3 MILES WEST OF THE WEST END
 HX0574'OF THE RAILWAY TUNNEL THROUGH THE MOUNTAIN, ABOUT 0.35 MILES WEST
 HX0574'OF MILE-POST 31, SET ON TOP OF THE SOUTHWEST END OF THE NORTHWEST
 HX0574'STONE AND CONCRETE ABUTMENT (BRIDGE SEAT) OF RAILROAD BRIDGE 306
 HX0574'OVER A SMALL STREAM AT RORER, 5 FEET SOUTHWEST OF THE SOUTHWEST
 HX0574'RAIL OF MAIN TRACK, 1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 HX0574'ABUTMENT, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE RAIL.
 HX0574
 HX0574                          STATION RECOVERY (1983)
 HX0574
 HX0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0574'RECOVERED IN GOOD CONDITION.
 HX0574
 HX0574                          STATION RECOVERY (1983)
 HX0574
 HX0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0574'RECOVERED IN GOOD CONDITION.
 HX0574
 HX0574                          STATION RECOVERY (2005)
 HX0574
 HX0574'RECOVERY NOTE BY GEOCACHING 2005 (KAG)
 HX0574'THE RAIL HAS BEEN PULLED AND THE THROUGHWAY IS NOW THE GREENBRIAR
 HX0574'RIVER TRAIL. THE RAILROAD BRIDGE HAS BEEN REPLACED BY A WOODEN ONE.
 HX0574'NEITHER ACTION APPEARS TO HAVE AFFECTED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2705 ***********************************************************************
 HX2705  DESIGNATION -  G 25
 HX2705  PID         -  HX2705
 HX2705  STATE/COUNTY-  WV/JACKSON
 HX2705  USGS QUAD   -  SANDYVILLE (1988)
 HX2705
 HX2705                         *CURRENT SURVEY CONTROL
 HX2705  ___________________________________________________________________
 HX2705* NAD 83(1986)-  38 54 22.     (N)    081 39 37.     (W)     SCALED    
 HX2705* NAVD 88     -       182.161  (meters)     597.64   (feet)  ADJUSTED  
 HX2705  ___________________________________________________________________
 HX2705  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HX2705  DYNAMIC HT  -         182.043 (meters)     597.25  (feet)  COMP
 HX2705  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 HX2705
 HX2705  VERT ORDER  -  SECOND    CLASS 0
 HX2705
 HX2705.The horizontal coordinates were scaled from a topographic map and have
 HX2705.an estimated accuracy of +/- 6 seconds.
 HX2705
 HX2705.The orthometric height was determined by differential leveling
 HX2705.and adjusted by the National Geodetic Survey in June 1991..
 HX2705
 HX2705.The geoid height was determined by GEOID03.
 HX2705
 HX2705.The dynamic height is computed by dividing the NAVD 88
 HX2705.geopotential number by the normal gravity value computed on the
 HX2705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2705.degrees latitude (g = 980.6199 gals.).
 HX2705
 HX2705.The modeled gravity was interpolated from observed gravity values.
 HX2705
 HX2705;                    North         East    Units  Estimated Accuracy
 HX2705;SPC WV S     -   211,770.      542,730.      MT  (+/- 180 meters Scaled)
 HX2705
 HX2705                          SUPERSEDED SURVEY CONTROL
 HX2705
 HX2705  NGVD 29 (??/??/92)  182.332  (m)          598.20   (f) ADJ UNCH    2 0
 HX2705
 HX2705.Superseded values are not recommended for survey control.
 HX2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2705.See file dsdata.txt to determine how the superseded data were derived.
 HX2705
 HX2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD427065(NAD 83)
 HX2705_MARKER: DB = BENCH MARK DISK
 HX2705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2705_STAMPING: G 25 1935
 HX2705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2705+STABILITY: SURFACE MOTION
 HX2705
 HX2705  HISTORY     - Date     Condition        Report By
 HX2705  HISTORY     - 1935     MONUMENTED       CGS
 HX2705  HISTORY     - 1956     GOOD             NGS
 HX2705  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX2705
 HX2705                          STATION DESCRIPTION
 HX2705
 HX2705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2705'AT SANDYVILLE.
 HX2705'AT SANDYVILLE, ALONG THE BALTIMORE AND OHIO RAILROAD, ABOUT
 HX2705'0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2705'AT NEW ERA, 285 FEET NORTH OF THE NORTHWEST CORNER OF THE
 HX2705'RAILROAD STATION, 8 1/2 FEET EAST-SOUTHEAST OF NEAR RAIL OF
 HX2705'TRACK, 144 FEET SOUTH-SOUTHWEST OF WEST CORNER OF A LARGE
 HX2705'TWO-STORY WHITE FRAME HOUSE, 43 FEET SOUTH-SOUTHEAST AND ACROSS
 HX2705'TRACK FROM THE FIRST TELEPHONE POLE NORTH OF POLE NO. 8/10, 36
 HX2705'FEET NORTHEAST OF CENTER OF CROSSING OF TRACK AND A PRIVATE DRIVE
 HX2705'TO TWO-STORY HOUSE, 24 FEET NORTHWEST AND ACROSS DRIVE FROM A
 HX2705'LONE 14-INCH ELM TREE, 8 FEET WEST-NORTHWEST OF CENTER LINE OF
 HX2705'PRIVATE DRIVE, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE
 HX2705'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HX2705
 HX2705                          STATION RECOVERY (1976)
 HX2705
 HX2705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0897 ***********************************************************************
 HX0897  DESIGNATION -  G 250
 HX0897  PID         -  HX0897
 HX0897  STATE/COUNTY-  WV/POCAHONTAS
 HX0897  USGS QUAD   -  DROOP (1995)
 HX0897
 HX0897                         *CURRENT SURVEY CONTROL
 HX0897  ___________________________________________________________________
 HX0897* NAD 83(1986)-  38 05 52.     (N)    080 20 00.     (W)     SCALED    
 HX0897* NAVD 88     -       935.678  (meters)    3069.80   (feet)  ADJUSTED  
 HX0897  ___________________________________________________________________
 HX0897  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX0897  DYNAMIC HT  -         934.887 (meters)    3067.21  (feet)  COMP
 HX0897  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 HX0897
 HX0897  VERT ORDER  -  SECOND    CLASS 0
 HX0897
 HX0897.The horizontal coordinates were scaled from a topographic map and have
 HX0897.an estimated accuracy of +/- 6 seconds.
 HX0897
 HX0897.The orthometric height was determined by differential leveling
 HX0897.and adjusted by the National Geodetic Survey in June 1991..
 HX0897
 HX0897.The geoid height was determined by GEOID03.
 HX0897
 HX0897.The dynamic height is computed by dividing the NAVD 88
 HX0897.geopotential number by the normal gravity value computed on the
 HX0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0897.degrees latitude (g = 980.6199 gals.).
 HX0897
 HX0897.The modeled gravity was interpolated from observed gravity values.
 HX0897
 HX0897;                    North         East    Units  Estimated Accuracy
 HX0897;SPC WV S     -   122,050.      658,470.      MT  (+/- 180 meters Scaled)
 HX0897
 HX0897                          SUPERSEDED SURVEY CONTROL
 HX0897
 HX0897  NGVD 29 (??/??/92)  935.769  (m)         3070.10   (f) ADJ UNCH    2 0
 HX0897
 HX0897.Superseded values are not recommended for survey control.
 HX0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0897.See file dsdata.txt to determine how the superseded data were derived.
 HX0897
 HX0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC584168(NAD 83)
 HX0897_MARKER: DB = BENCH MARK DISK
 HX0897_SETTING: 0 = UNSPECIFIED SETTING
 HX0897_STAMPING: G 250 1962
 HX0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0897
 HX0897  HISTORY     - Date     Condition        Report By
 HX0897  HISTORY     - 1962     MONUMENTED       CGS
 HX0897  HISTORY     - 1983     GOOD             NGS
 HX0897
 HX0897                          STATION DESCRIPTION
 HX0897
 HX0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0897'7 MI SW FROM LOBELIA.
 HX0897'4.15 MILES SOUTH ALONG BLACK TOP ROAD FROM THE GRADED ROAD
 HX0897'JUNCTION AT LOBELIA, THENCE ABOUT 2.8 MILES SOUTHWEST BY WEST
 HX0897'ALONG BLACK TOP AND GRADED ROAD, ABOUT 122 YARDS OF THE GRADED
 HX0897'ROAD JUNCTION LEADING SOUTH, SET ON THE OUTSIDE OF A SHARP CURVE
 HX0897'FROM NORTH TO NORTHEAST, 44 1/2 FEET SOUTH BY SOUTHWEST OF THE
 HX0897'CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHWEST OF A NORTHEAST
 HX0897'BY SOUTHWEST FENCE LINE, 50 FEET SOUTH OF THE APPROXIMATE CENTER
 HX0897'LINE OF THE CURVE AT THE CENTER LINE OF THE ROAD, ABOUT 1.2
 HX0897'FEET NORTHEAST OF A STEEL WITNESS POST, AND ABOUT LEVEL WITH THE
 HX0897'ROAD.
 HX0897
 HX0897                          STATION RECOVERY (1983)
 HX0897
 HX0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0795 ***********************************************************************
 HX0795  DESIGNATION -  G 251
 HX0795  PID         -  HX0795
 HX0795  STATE/COUNTY-  WV/POCAHONTAS
 HX0795  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0795
 HX0795                         *CURRENT SURVEY CONTROL
 HX0795  ___________________________________________________________________
 HX0795* NAD 83(1986)-  38 16 14.     (N)    080 15 01.     (W)     SCALED    
 HX0795* NAVD 88     -      1282.989  (meters)    4209.27   (feet)  ADJUSTED  
 HX0795  ___________________________________________________________________
 HX0795  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HX0795  DYNAMIC HT  -        1281.921 (meters)    4205.77  (feet)  COMP
 HX0795  MODELED GRAV-     979,749.8   (mgal)                       NAVD 88
 HX0795
 HX0795  VERT ORDER  -  SECOND    CLASS 0
 HX0795
 HX0795.The horizontal coordinates were scaled from a topographic map and have
 HX0795.an estimated accuracy of +/- 6 seconds.
 HX0795
 HX0795.The orthometric height was determined by differential leveling
 HX0795.and adjusted by the National Geodetic Survey in June 1991..
 HX0795
 HX0795.The geoid height was determined by GEOID03.
 HX0795
 HX0795.The dynamic height is computed by dividing the NAVD 88
 HX0795.geopotential number by the normal gravity value computed on the
 HX0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0795.degrees latitude (g = 980.6199 gals.).
 HX0795
 HX0795.The modeled gravity was interpolated from observed gravity values.
 HX0795
 HX0795;                    North         East    Units  Estimated Accuracy
 HX0795;SPC WV S     -   141,280.      665,600.      MT  (+/- 180 meters Scaled)
 HX0795
 HX0795                          SUPERSEDED SURVEY CONTROL
 HX0795
 HX0795  NGVD 29 (??/??/92) 1283.084  (m)         4209.58   (f) ADJ UNCH    2 0
 HX0795
 HX0795.Superseded values are not recommended for survey control.
 HX0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0795.See file dsdata.txt to determine how the superseded data were derived.
 HX0795
 HX0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC655361(NAD 83)
 HX0795_MARKER: DB = BENCH MARK DISK
 HX0795_SETTING: 80 = SET IN A BOULDER
 HX0795_SP_SET: BOULDER
 HX0795_STAMPING: G 251 1962
 HX0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0795+STABILITY: SURFACE MOTION
 HX0795
 HX0795  HISTORY     - Date     Condition        Report By
 HX0795  HISTORY     - 1962     MONUMENTED       CGS
 HX0795
 HX0795                          STATION DESCRIPTION
 HX0795
 HX0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0795'13.4 MI W FROM WOODROW.
 HX0795'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0795'GRADE SCHOOL, THENCE 12.05 MILES NORTHWEST AND SOUTHWEST ALONG
 HX0795'U.S. FORESTRY ROAD 76, 0.8 MILE SOUTHWEST OF THE INTERSECTION OF
 HX0795'BLACK MOUNTAIN TRAIL, SET VERTICALLY IN THE NORTH FACE OF A LARGE
 HX0795'FLAT TOP BOULDER ABOUT 24-BY 20-FOOT WIDE AND 5-FOOT HIGH WITH
 HX0795'SEVERAL SMALL TREES GROWING OUT OF THE TOP, 41 FEET SOUTH OF THE
 HX0795'CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF THE NORTHWEST CORNER
 HX0795'OF THE ROCK, 2 FEET ABOVE THE GROUND, AND ABOUT 10 FEET ABOVE
 HX0795'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0790 ***********************************************************************
 HX0790  DESIGNATION -  G 252
 HX0790  PID         -  HX0790
 HX0790  STATE/COUNTY-  WV/POCAHONTAS
 HX0790  USGS QUAD   -  WOODROW (1995)
 HX0790
 HX0790                         *CURRENT SURVEY CONTROL
 HX0790  ___________________________________________________________________
 HX0790* NAD 83(1986)-  38 17 08.     (N)    080 14 38.     (W)     SCALED    
 HX0790* NAVD 88     -      1276.329  (meters)    4187.42   (feet)  ADJUSTED  
 HX0790  ___________________________________________________________________
 HX0790  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0790  DYNAMIC HT  -        1275.273 (meters)    4183.96  (feet)  COMP
 HX0790  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 HX0790
 HX0790  VERT ORDER  -  SECOND    CLASS 0
 HX0790
 HX0790.The horizontal coordinates were scaled from a topographic map and have
 HX0790.an estimated accuracy of +/- 6 seconds.
 HX0790
 HX0790.The orthometric height was determined by differential leveling
 HX0790.and adjusted by the National Geodetic Survey in June 1991..
 HX0790
 HX0790.The geoid height was determined by GEOID03.
 HX0790
 HX0790.The dynamic height is computed by dividing the NAVD 88
 HX0790.geopotential number by the normal gravity value computed on the
 HX0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0790.degrees latitude (g = 980.6199 gals.).
 HX0790
 HX0790.The modeled gravity was interpolated from observed gravity values.
 HX0790
 HX0790;                    North         East    Units  Estimated Accuracy
 HX0790;SPC WV S     -   142,950.      666,150.      MT  (+/- 180 meters Scaled)
 HX0790
 HX0790                          SUPERSEDED SURVEY CONTROL
 HX0790
 HX0790  NGVD 29 (??/??/92) 1276.428  (m)         4187.75   (f) ADJ UNCH    2 0
 HX0790
 HX0790.Superseded values are not recommended for survey control.
 HX0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0790.See file dsdata.txt to determine how the superseded data were derived.
 HX0790
 HX0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC661377(NAD 83)
 HX0790_MARKER: DB = BENCH MARK DISK
 HX0790_SETTING: 66 = SET IN ROCK OUTCROP
 HX0790_SP_SET: PROJECTING ROCK
 HX0790_STAMPING: G 252 1962
 HX0790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0790+STABILITY: POSITION/ELEVATION WELL
 HX0790
 HX0790  HISTORY     - Date     Condition        Report By
 HX0790  HISTORY     - 1962     MONUMENTED       CGS
 HX0790
 HX0790                          STATION DESCRIPTION
 HX0790
 HX0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0790'11.5 MI W FROM WOODROW.
 HX0790'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0790'GRADE SCHOOL, THENCE 10.15 MILES NORTHWEST AND SOUTHWEST ALONG
 HX0790'U.S. FORESTRY ROAD 76, AT THE INTERSECTION OF U.S. FORESTRY ROAD
 HX0790'108, ON TOP OF A ROCK THAT IS ABOUT 8-BY 5-FOOT WIDE AND PROJECTS
 HX0790'OUT OF THE GROUND, 10 INCHES SOUTH OF THE NORTH EDGE OF THE ROCK,
 HX0790'44 FEET SOUTHEAST OF THE CENTER LINE OF ROAD 76, 68 FEET SOUTH
 HX0790'OF THE INTERSECTION OF ROADS 76 AND 108, ABOUT 2 FEET ABOVE THE
 HX0790'GROUND, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- 0.4
 HX0790'MILE NORTHEAST OF BENCH MARK T 246.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0655 ***********************************************************************
 HX0655  DESIGNATION -  G 253
 HX0655  PID         -  HX0655
 HX0655  STATE/COUNTY-  WV/POCAHONTAS
 HX0655  USGS QUAD   -  MINGO (1995)
 HX0655
 HX0655                         *CURRENT SURVEY CONTROL
 HX0655  ___________________________________________________________________
 HX0655* NAD 83(1986)-  38 23 38.     (N)    080 01 53.     (W)     SCALED    
 HX0655* NAVD 88     -       953.027  (meters)    3126.72   (feet)  ADJUSTED  
 HX0655  ___________________________________________________________________
 HX0655  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HX0655  DYNAMIC HT  -         952.238 (meters)    3124.13  (feet)  COMP
 HX0655  MODELED GRAV-     979,767.5   (mgal)                       NAVD 88
 HX0655
 HX0655  VERT ORDER  -  SECOND    CLASS 0
 HX0655
 HX0655.The horizontal coordinates were scaled from a topographic map and have
 HX0655.an estimated accuracy of +/- 6 seconds.
 HX0655
 HX0655.The orthometric height was determined by differential leveling
 HX0655.and adjusted by the National Geodetic Survey in June 1991..
 HX0655
 HX0655.The geoid height was determined by GEOID03.
 HX0655
 HX0655.The dynamic height is computed by dividing the NAVD 88
 HX0655.geopotential number by the normal gravity value computed on the
 HX0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0655.degrees latitude (g = 980.6199 gals.).
 HX0655
 HX0655.The modeled gravity was interpolated from observed gravity values.
 HX0655
 HX0655;                    North         East    Units  Estimated Accuracy
 HX0655;SPC WV S     -   155,150.      684,610.      MT  (+/- 180 meters Scaled)
 HX0655
 HX0655                          SUPERSEDED SURVEY CONTROL
 HX0655
 HX0655  NGVD 29 (??/??/92)  953.077  (m)         3126.89   (f) ADJ UNCH    2 0
 HX0655
 HX0655.Superseded values are not recommended for survey control.
 HX0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0655.See file dsdata.txt to determine how the superseded data were derived.
 HX0655
 HX0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC845499(NAD 83)
 HX0655_MARKER: DB = BENCH MARK DISK
 HX0655_SETTING: 66 = SET IN ROCK OUTCROP
 HX0655_SP_SET: ROCK CUT
 HX0655_STAMPING: G 253 1962
 HX0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0655+STABILITY: POSITION/ELEVATION WELL
 HX0655
 HX0655  HISTORY     - Date     Condition        Report By
 HX0655  HISTORY     - 1962     MONUMENTED       CGS
 HX0655
 HX0655                          STATION DESCRIPTION
 HX0655
 HX0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0655'2.2 MI S FROM LINWOOD.
 HX0655'2.2 MILES SOUTHEAST AND SOUTH ALONG A GRAVEL ROAD FROM THE
 HX0655'JUNCTION OF U.S. HIGHWAY 219 AT LINWOOD, ABOUT 93 YARDS SOUTH
 HX0655'OF A 30 FOOT BRIDGE OVER SHAVERS FORK, 230 FEET SOUTH OF A ROAD
 HX0655'JUNCTION LEADING SOUTHWEST, 151 FEET SOUTHEAST OF CENTER LINE
 HX0655'OF ROAD LEADING SOUTHWEST, ABOUT 100 YARDS SOUTHEAST OF A
 HX0655'SAWMILL, 88 FEET SOUTHWEST OF CENTER LINE OF ROAD, ABOUT 1 1/2
 HX0655'FEET ABOVE LEVEL OF ROAD, 1 1/2 FEET ABOVE GROUND, 96 FEET
 HX0655'SOUTHEAST OF NORTHWEST END OF CUT, AND SET VERTICALLY IN THE
 HX0655'NORTHEAST FACE OF A 345 FOOT LONG-BY-6 FOOT HIGH ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0069 ***********************************************************************
 HX0069  DESIGNATION -  G 254
 HX0069  PID         -  HX0069
 HX0069  STATE/COUNTY-  WV/RANDOLPH
 HX0069  USGS QUAD   -  ADOLPH (1995)
 HX0069
 HX0069                         *CURRENT SURVEY CONTROL
 HX0069  ___________________________________________________________________
 HX0069* NAD 83(1986)-  38 39 28.     (N)    080 00 23.     (W)     SCALED    
 HX0069* NAVD 88     -       643.162  (meters)    2110.11   (feet)  ADJUSTED  
 HX0069  ___________________________________________________________________
 HX0069  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX0069  DYNAMIC HT  -         642.678 (meters)    2108.52  (feet)  COMP
 HX0069  MODELED GRAV-     979,854.0   (mgal)                       NAVD 88
 HX0069
 HX0069  VERT ORDER  -  FIRST     CLASS II
 HX0069
 HX0069.The horizontal coordinates were scaled from a topographic map and have
 HX0069.an estimated accuracy of +/- 6 seconds.
 HX0069
 HX0069.The orthometric height was determined by differential leveling
 HX0069.and adjusted by the National Geodetic Survey in June 1991..
 HX0069
 HX0069.The geoid height was determined by GEOID03.
 HX0069
 HX0069.The dynamic height is computed by dividing the NAVD 88
 HX0069.geopotential number by the normal gravity value computed on the
 HX0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0069.degrees latitude (g = 980.6199 gals.).
 HX0069
 HX0069.The modeled gravity was interpolated from observed gravity values.
 HX0069
 HX0069;                    North         East    Units  Estimated Accuracy
 HX0069;SPC WV S     -   184,460.      686,480.      MT  (+/- 180 meters Scaled)
 HX0069
 HX0069                          SUPERSEDED SURVEY CONTROL
 HX0069
 HX0069  NGVD 29 (??/??/92)  643.307  (m)         2110.58   (f) ADJ UNCH    1 2
 HX0069
 HX0069.Superseded values are not recommended for survey control.
 HX0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0069.See file dsdata.txt to determine how the superseded data were derived.
 HX0069
 HX0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC864792(NAD 83)
 HX0069_MARKER: DB = BENCH MARK DISK
 HX0069_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HX0069_STAMPING: G 254 1962
 HX0069_MARK LOGO: CGS   
 HX0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0069+STABILITY: SURFACE MOTION
 HX0069
 HX0069  HISTORY     - Date     Condition        Report By
 HX0069  HISTORY     - 1962     MONUMENTED       CGS
 HX0069  HISTORY     - 1983     GOOD             NGS
 HX0069
 HX0069                          STATION DESCRIPTION
 HX0069
 HX0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0069'4.2 MI SW FROM HUTTONSVILLE.
 HX0069'ABOUT 4.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE
 HX0069'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, 309 FEET
 HX0069'WEST OF CENTER LINE OF HIGHWAY, 1 FOOT ABOVE GROUND LEVEL, AND
 HX0069'SET VERTICALLY IN THE EAST FACE AT THE SOUTH CORNER OF DON
 HX0069'BOSCO HIGH SCHOOL AND SUMMER CAMP.
 HX0069
 HX0069                          STATION RECOVERY (1983)
 HX0069
 HX0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0681 ***********************************************************************
 HX0681  DESIGNATION -  G 255
 HX0681  PID         -  HX0681
 HX0681  STATE/COUNTY-  WV/RANDOLPH
 HX0681  USGS QUAD   -  SHARP KNOB (1995)
 HX0681
 HX0681                         *CURRENT SURVEY CONTROL
 HX0681  ___________________________________________________________________
 HX0681* NAD 83(1986)-  38 24 40.     (N)    080 13 59.     (W)     SCALED    
 HX0681* NAVD 88     -       930.955  (meters)    3054.31   (feet)  ADJUSTED  
 HX0681  ___________________________________________________________________
 HX0681  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HX0681  DYNAMIC HT  -         930.206 (meters)    3051.85  (feet)  COMP
 HX0681  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 HX0681
 HX0681  VERT ORDER  -  SECOND    CLASS 0
 HX0681
 HX0681.The horizontal coordinates were scaled from a topographic map and have
 HX0681.an estimated accuracy of +/- 6 seconds.
 HX0681
 HX0681.The orthometric height was determined by differential leveling
 HX0681.and adjusted by the National Geodetic Survey in June 1991..
 HX0681
 HX0681.The geoid height was determined by GEOID03.
 HX0681
 HX0681.The dynamic height is computed by dividing the NAVD 88
 HX0681.geopotential number by the normal gravity value computed on the
 HX0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0681.degrees latitude (g = 980.6199 gals.).
 HX0681
 HX0681.The modeled gravity was interpolated from observed gravity values.
 HX0681
 HX0681;                    North         East    Units  Estimated Accuracy
 HX0681;SPC WV S     -   156,900.      666,980.      MT  (+/- 180 meters Scaled)
 HX0681
 HX0681                          SUPERSEDED SURVEY CONTROL
 HX0681
 HX0681  NGVD 29 (??/??/92)  931.065  (m)         3054.67   (f) ADJ UNCH    2 0
 HX0681
 HX0681.Superseded values are not recommended for survey control.
 HX0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0681.See file dsdata.txt to determine how the superseded data were derived.
 HX0681
 HX0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC669517(NAD 83)
 HX0681_MARKER: DB = BENCH MARK DISK
 HX0681_SETTING: 66 = SET IN ROCK OUTCROP
 HX0681_SP_SET: ROCK CUT
 HX0681_STAMPING: G 255 1962
 HX0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0681+STABILITY: POSITION/ELEVATION WELL
 HX0681
 HX0681  HISTORY     - Date     Condition        Report By
 HX0681  HISTORY     - 1962     MONUMENTED       CGS
 HX0681
 HX0681                          STATION DESCRIPTION
 HX0681
 HX0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0681'16.3 MI SE FROM BOLAIR.
 HX0681'0.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0681'BOLAIR, THENCE 16.1 MILES SOUTHEAST ALONG GAULEY RIVER ROAD, ON
 HX0681'THE INSIDE OF A CURVE WITH THE TANGENTS EXTENDING TO THE WEST
 HX0681'AND NORTHEAST, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK
 HX0681'THAT IS ABOUT 8-FOOT LONG AND 2 1/2-FOOT HIGH, AND IS AT THE
 HX0681'BASE OF A LARGE SHALEY ROCK CUT, 18 1/2 FEET NORTHWEST OF THE
 HX0681'CENTER LINE OF THE ROAD, 1 FOOT ABOVE THE GROUND, AND IS ABOUT
 HX0681'2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0535 ***********************************************************************
 HX0535  DESIGNATION -  G 256
 HX0535  PID         -  HX0535
 HX0535  STATE/COUNTY-  WV/WEBSTER
 HX0535  USGS QUAD   -  BERGOO (1995)
 HX0535
 HX0535                         *CURRENT SURVEY CONTROL
 HX0535  ___________________________________________________________________
 HX0535* NAD 83(1986)-  38 28 40.     (N)    080 22 08.     (W)     SCALED    
 HX0535* NAVD 88     -       608.421  (meters)    1996.13   (feet)  ADJUSTED  
 HX0535  ___________________________________________________________________
 HX0535  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX0535  DYNAMIC HT  -         607.958 (meters)    1994.61  (feet)  COMP
 HX0535  MODELED GRAV-     979,848.0   (mgal)                       NAVD 88
 HX0535
 HX0535  VERT ORDER  -  SECOND    CLASS 0
 HX0535
 HX0535.The horizontal coordinates were scaled from a topographic map and have
 HX0535.an estimated accuracy of +/- 6 seconds.
 HX0535
 HX0535.The orthometric height was determined by differential leveling
 HX0535.and adjusted by the National Geodetic Survey in June 1991..
 HX0535
 HX0535.The geoid height was determined by GEOID03.
 HX0535
 HX0535.The dynamic height is computed by dividing the NAVD 88
 HX0535.geopotential number by the normal gravity value computed on the
 HX0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0535.degrees latitude (g = 980.6199 gals.).
 HX0535
 HX0535.The modeled gravity was interpolated from observed gravity values.
 HX0535
 HX0535;                    North         East    Units  Estimated Accuracy
 HX0535;SPC WV S     -   164,210.      655,070.      MT  (+/- 180 meters Scaled)
 HX0535
 HX0535                          SUPERSEDED SURVEY CONTROL
 HX0535
 HX0535  NGVD 29 (??/??/92)  608.575  (m)         1996.63   (f) ADJ UNCH    2 0
 HX0535
 HX0535.Superseded values are not recommended for survey control.
 HX0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0535.See file dsdata.txt to determine how the superseded data were derived.
 HX0535
 HX0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC550590(NAD 83)
 HX0535_MARKER: DB = BENCH MARK DISK
 HX0535_SETTING: 66 = SET IN ROCK OUTCROP
 HX0535_SP_SET: ROCK CUT
 HX0535_STAMPING: G 256 1962
 HX0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0535+STABILITY: POSITION/ELEVATION WELL
 HX0535
 HX0535  HISTORY     - Date     Condition        Report By
 HX0535  HISTORY     - 1962     MONUMENTED       CGS
 HX0535
 HX0535                          STATION DESCRIPTION
 HX0535
 HX0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0535'4.2 MI NE FROM WEBSTER SPRINGS.
 HX0535'4.2 MILES SOUTHEAST AND NORTHEAST ALONG STATE HIGHWAY 15 FROM
 HX0535'THE COURT HOUSE AT WEBSTER SPRINGS, AT THE JUNCTION OF A BLACK
 HX0535'TOP ROAD LEADING TO BERGOO, 256 FEET NORTH OF CENTER OF THE
 HX0535'JUNCTION, 18.5 FEET WEST OF CENTER LINE OF HIGHWAY, 112 FEET
 HX0535'NORTH OF SOUTH END OF CUT, 2 1/2 FEET ABOVE GROUND, 1 1/2 FEET
 HX0535'ABOVE HIGHWAY LEVEL, AND SET VERTICALLY IN EAST FACE OF LARGE
 HX0535'ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0026 ***********************************************************************
 HX0026  DESIGNATION -  G 257
 HX0026  PID         -  HX0026
 HX0026  STATE/COUNTY-  WV/RANDOLPH
 HX0026  USGS QUAD   -  SAMP (1995)
 HX0026
 HX0026                         *CURRENT SURVEY CONTROL
 HX0026  ___________________________________________________________________
 HX0026* NAD 83(1986)-  38 32 37.     (N)    080 11 36.     (W)     SCALED    
 HX0026* NAVD 88     -      1134.637  (meters)    3722.55   (feet)  ADJUSTED  
 HX0026  ___________________________________________________________________
 HX0026  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HX0026  DYNAMIC HT  -        1133.690 (meters)    3719.45  (feet)  COMP
 HX0026  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 HX0026
 HX0026  VERT ORDER  -  SECOND    CLASS 0
 HX0026
 HX0026.The horizontal coordinates were scaled from a topographic map and have
 HX0026.an estimated accuracy of +/- 6 seconds.
 HX0026
 HX0026.The orthometric height was determined by differential leveling
 HX0026.and adjusted by the National Geodetic Survey in June 1991..
 HX0026
 HX0026.The geoid height was determined by GEOID03.
 HX0026
 HX0026.The dynamic height is computed by dividing the NAVD 88
 HX0026.geopotential number by the normal gravity value computed on the
 HX0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0026.degrees latitude (g = 980.6199 gals.).
 HX0026
 HX0026.The modeled gravity was interpolated from observed gravity values.
 HX0026
 HX0026;                    North         East    Units  Estimated Accuracy
 HX0026;SPC WV S     -   171,630.      670,320.      MT  (+/- 180 meters Scaled)
 HX0026
 HX0026                          SUPERSEDED SURVEY CONTROL
 HX0026
 HX0026  NGVD 29 (??/??/92) 1134.719  (m)         3722.82   (f) ADJ UNCH    2 0
 HX0026
 HX0026.Superseded values are not recommended for survey control.
 HX0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0026.See file dsdata.txt to determine how the superseded data were derived.
 HX0026
 HX0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC702664(NAD 83)
 HX0026_MARKER: DB = BENCH MARK DISK
 HX0026_SETTING: 66 = SET IN ROCK OUTCROP
 HX0026_SP_SET: ROCK OUTCROP
 HX0026_STAMPING: G 257 1962
 HX0026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0026+STABILITY: POSITION/ELEVATION WELL
 HX0026
 HX0026  HISTORY     - Date     Condition        Report By
 HX0026  HISTORY     - 1962     MONUMENTED       CGS
 HX0026
 HX0026                          STATION DESCRIPTION
 HX0026
 HX0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0026'2.8 MI E FROM WANETA.
 HX0026'ABOUT 2.8 MILES EAST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0026'AT WANETA, ABOUT 0.1 MILE EAST OF RANDOLPH-WEBSTER COUNTY LINE,
 HX0026'AT JUNCTION OF FARM ROAD LEADING SOUTHEAST, 68.5 FEET EAST OF
 HX0026'SOUTH END OF 24 INCH PIPE CULVERT, 24.5 FEET SOUTH OF CENTER
 HX0026'LINE OF HIGHWAY, 28 FEET NORTH OF CENTER OF BOARD GATE AT CENTER
 HX0026'OF FARM ROAD, ABOUT LEVEL WITH HIGHWAY, AND SET ON TOP OF A
 HX0026'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0484 ***********************************************************************
 HX0484  DESIGNATION -  G 258
 HX0484  PID         -  HX0484
 HX0484  STATE/COUNTY-  WV/RANDOLPH
 HX0484  USGS QUAD   -  VALLEY HEAD (1995)
 HX0484
 HX0484                         *CURRENT SURVEY CONTROL
 HX0484  ___________________________________________________________________
 HX0484* NAD 83(1986)-  38 32 16.     (N)    080 07 12.     (W)     SCALED    
 HX0484* NAVD 88     -       772.101  (meters)    2533.13   (feet)  ADJUSTED  
 HX0484  ___________________________________________________________________
 HX0484  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HX0484  DYNAMIC HT  -         771.459 (meters)    2531.03  (feet)  COMP
 HX0484  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 HX0484
 HX0484  VERT ORDER  -  SECOND    CLASS 0
 HX0484
 HX0484.The horizontal coordinates were scaled from a topographic map and have
 HX0484.an estimated accuracy of +/- 6 seconds.
 HX0484
 HX0484.The orthometric height was determined by differential leveling
 HX0484.and adjusted by the National Geodetic Survey in June 1991..
 HX0484
 HX0484.The geoid height was determined by GEOID03.
 HX0484
 HX0484.The dynamic height is computed by dividing the NAVD 88
 HX0484.geopotential number by the normal gravity value computed on the
 HX0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0484.degrees latitude (g = 980.6199 gals.).
 HX0484
 HX0484.The modeled gravity was interpolated from observed gravity values.
 HX0484
 HX0484;                    North         East    Units  Estimated Accuracy
 HX0484;SPC WV S     -   171,040.      676,720.      MT  (+/- 180 meters Scaled)
 HX0484
 HX0484                          SUPERSEDED SURVEY CONTROL
 HX0484
 HX0484  NGVD 29 (??/??/92)  772.179  (m)         2533.39   (f) ADJ UNCH    2 0
 HX0484
 HX0484.Superseded values are not recommended for survey control.
 HX0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0484.See file dsdata.txt to determine how the superseded data were derived.
 HX0484
 HX0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC766658(NAD 83)
 HX0484_MARKER: DB = BENCH MARK DISK
 HX0484_SETTING: 80 = SET IN A BOULDER
 HX0484_SP_SET: BOULDER
 HX0484_STAMPING: G 258 1962
 HX0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0484+STABILITY: SURFACE MOTION
 HX0484
 HX0484  HISTORY     - Date     Condition        Report By
 HX0484  HISTORY     - 1962     MONUMENTED       CGS
 HX0484
 HX0484                          STATION DESCRIPTION
 HX0484
 HX0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0484'3.8 MI S FROM MONTERVILLE.
 HX0484'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 15 FROM THE MONTERVILLE
 HX0484'SCHOOL, THENCE ABOUT 2.5 MILES SOUTHWEST ALONG THE VALLEY FORK
 HX0484'ROAD, ON THE INSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX0484'NORTHEAST AND NORTHWEST, ON TOP OF A ROCK THAT IS ABOUT 10-BY
 HX0484'6-FOOT WIDE, 20 FEET NORTH OF THE CENTER OF THE ROAD, 2 FEET
 HX0484'ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD,
 HX0484'(0.4 MILE SOUTHWEST OF A 25-FOOT CONCRETE BRIDGE OVER MUDLICK
 HX0484'RUN).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0189 ***********************************************************************
 HX0189  DESIGNATION -  G 259
 HX0189  PID         -  HX0189
 HX0189  STATE/COUNTY-  WV/WEBSTER
 HX0189  USGS QUAD   -  DIANA (1982)
 HX0189
 HX0189                         *CURRENT SURVEY CONTROL
 HX0189  ___________________________________________________________________
 HX0189* NAD 83(1986)-  38 36 47.     (N)    080 23 04.     (W)     SCALED    
 HX0189* NAVD 88     -       591.483  (meters)    1940.56   (feet)  ADJUSTED  
 HX0189  ___________________________________________________________________
 HX0189  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HX0189  DYNAMIC HT  -         591.054 (meters)    1939.15  (feet)  COMP
 HX0189  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 HX0189
 HX0189  VERT ORDER  -  SECOND    CLASS 0
 HX0189
 HX0189.The horizontal coordinates were scaled from a topographic map and have
 HX0189.an estimated accuracy of +/- 6 seconds.
 HX0189
 HX0189.The orthometric height was determined by differential leveling
 HX0189.and adjusted by the National Geodetic Survey in June 1991..
 HX0189
 HX0189.The geoid height was determined by GEOID03.
 HX0189
 HX0189.The dynamic height is computed by dividing the NAVD 88
 HX0189.geopotential number by the normal gravity value computed on the
 HX0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0189.degrees latitude (g = 980.6199 gals.).
 HX0189
 HX0189.The modeled gravity was interpolated from observed gravity values.
 HX0189
 HX0189;                    North         East    Units  Estimated Accuracy
 HX0189;SPC WV S     -   179,210.      653,610.      MT  (+/- 180 meters Scaled)
 HX0189
 HX0189                          SUPERSEDED SURVEY CONTROL
 HX0189
 HX0189  NGVD 29 (??/??/92)  591.647  (m)         1941.10   (f) ADJ UNCH    2 0
 HX0189
 HX0189.Superseded values are not recommended for survey control.
 HX0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0189.See file dsdata.txt to determine how the superseded data were derived.
 HX0189
 HX0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC535740(NAD 83)
 HX0189_MARKER: DB = BENCH MARK DISK
 HX0189_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0189_SP_SET: UNSPECIFIED ROCK
 HX0189_STAMPING: G 259 1962
 HX0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0189
 HX0189  HISTORY     - Date     Condition        Report By
 HX0189  HISTORY     - 1962     MONUMENTED       CGS
 HX0189
 HX0189                          STATION DESCRIPTION
 HX0189
 HX0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0189'2.6 MI S FROM HACKER VALLEY.
 HX0189'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0189'AT HACKER VALLEY, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS
 HX0189'EXTENDING SOUTH AND NORTHEAST, SET VERTICALLY IN THE EAST FACE
 HX0189'OF A ROCK THAT IS 5 FEET LONG AND 2 FEET HIGH THAT IS EMBEDDED
 HX0189'IN THE GROUND, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HX0189'1 1/2 FEET SOUTH OF THE NORTH END OF THE ROCK, 32 FEET NORTH OF
 HX0189'THE NORTH HEAD WALL OF A 18 INCH PIPE CULVERT, AND ABOUT 3 FEET
 HX0189'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1015 ***********************************************************************
 JX1015  DESIGNATION -  G 26
 JX1015  PID         -  JX1015
 JX1015  STATE/COUNTY-  WV/RITCHIE
 JX1015  USGS QUAD   -  HARRISVILLE (1975)
 JX1015
 JX1015                         *CURRENT SURVEY CONTROL
 JX1015  ___________________________________________________________________
 JX1015* NAD 83(1986)-  39 14 56.     (N)    081 02 39.     (W)     SCALED    
 JX1015* NAVD 88     -       307.632  (meters)    1009.29   (feet)  ADJUSTED  
 JX1015  ___________________________________________________________________
 JX1015  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JX1015  DYNAMIC HT  -         307.440 (meters)    1008.66  (feet)  COMP
 JX1015  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 JX1015
 JX1015  VERT ORDER  -  FIRST     CLASS II
 JX1015
 JX1015.The horizontal coordinates were scaled from a topographic map and have
 JX1015.an estimated accuracy of +/- 6 seconds.
 JX1015
 JX1015.The orthometric height was determined by differential leveling
 JX1015.and adjusted by the National Geodetic Survey in June 1991..
 JX1015
 JX1015.The geoid height was determined by GEOID03.
 JX1015
 JX1015.The dynamic height is computed by dividing the NAVD 88
 JX1015.geopotential number by the normal gravity value computed on the
 JX1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1015.degrees latitude (g = 980.6199 gals.).
 JX1015
 JX1015.The modeled gravity was interpolated from observed gravity values.
 JX1015
 JX1015;                    North         East    Units  Estimated Accuracy
 JX1015;SPC WV N     -    84,290.      466,720.      MT  (+/- 180 meters Scaled)
 JX1015
 JX1015                          SUPERSEDED SURVEY CONTROL
 JX1015
 JX1015  NGVD 29 (??/??/92)  307.801  (m)         1009.84   (f) ADJ UNCH    1 2
 JX1015
 JX1015.Superseded values are not recommended for survey control.
 JX1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1015.See file dsdata.txt to determine how the superseded data were derived.
 JX1015
 JX1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD961443(NAD 83)
 JX1015_MARKER: DB = BENCH MARK DISK
 JX1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1015_STAMPING: G 26 1935
 JX1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1015+STABILITY: SURFACE MOTION
 JX1015
 JX1015  HISTORY     - Date     Condition        Report By
 JX1015  HISTORY     - 1935     MONUMENTED       CGS
 JX1015  HISTORY     - 1943     GOOD             NGS
 JX1015
 JX1015                          STATION DESCRIPTION
 JX1015
 JX1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1015'1.4 MI SE FROM ELLENBORO.
 JX1015'1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE BALTIMORE
 JX1015'AND OHIO RAILROAD UNDERPASS AT ELLENBORO, RITCHIE COUNTY, OPPOSITE
 JX1015'A CEMETERY, OPPOSITE A CURVE, AT THE JUNCTION OF A PRIVATE ROAD
 JX1015'LEADING EAST, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 JX1015'15 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 JX1015'STAMPED G 26 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0326 ***********************************************************************
 HX0326  DESIGNATION -  G 260
 HX0326  PID         -  HX0326
 HX0326  STATE/COUNTY-  WV/RANDOLPH
 HX0326  USGS QUAD   -  VALLEY HEAD (1995)
 HX0326
 HX0326                         *CURRENT SURVEY CONTROL
 HX0326  ___________________________________________________________________
 HX0326* NAD 83(1986)-  38 34 23.     (N)    080 06 44.     (W)     SCALED    
 HX0326* NAVD 88     -      1061.553  (meters)    3482.78   (feet)  ADJUSTED  
 HX0326  ___________________________________________________________________
 HX0326  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HX0326  DYNAMIC HT  -        1060.678 (meters)    3479.91  (feet)  COMP
 HX0326  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 HX0326
 HX0326  VERT ORDER  -  SECOND    CLASS 0
 HX0326
 HX0326.The horizontal coordinates were scaled from a topographic map and have
 HX0326.an estimated accuracy of +/- 6 seconds.
 HX0326
 HX0326.The orthometric height was determined by differential leveling
 HX0326.and adjusted by the National Geodetic Survey in June 1991..
 HX0326
 HX0326.The geoid height was determined by GEOID03.
 HX0326
 HX0326.The dynamic height is computed by dividing the NAVD 88
 HX0326.geopotential number by the normal gravity value computed on the
 HX0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0326.degrees latitude (g = 980.6199 gals.).
 HX0326
 HX0326.The modeled gravity was interpolated from observed gravity values.
 HX0326
 HX0326;                    North         East    Units  Estimated Accuracy
 HX0326;SPC WV S     -   174,960.      677,360.      MT  (+/- 180 meters Scaled)
 HX0326
 HX0326                          SUPERSEDED SURVEY CONTROL
 HX0326
 HX0326  NGVD 29 (??/??/92) 1061.642  (m)         3483.07   (f) ADJ UNCH    2 0
 HX0326
 HX0326.Superseded values are not recommended for survey control.
 HX0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0326.See file dsdata.txt to determine how the superseded data were derived.
 HX0326
 HX0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC773697(NAD 83)
 HX0326_MARKER: DB = BENCH MARK DISK
 HX0326_SETTING: 80 = SET IN A BOULDER
 HX0326_SP_SET: BOULDER
 HX0326_STAMPING: G 260 1962
 HX0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0326+STABILITY: SURFACE MOTION
 HX0326
 HX0326  HISTORY     - Date     Condition        Report By
 HX0326  HISTORY     - 1962     MONUMENTED       CGS
 HX0326
 HX0326                          STATION DESCRIPTION
 HX0326
 HX0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0326'1 MI N FROM MONTERVILLE.
 HX0326'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 HX0326'OFFICE AT MONTERVILLE, THENCE ABOUT 1.0 MILE NORTH ALONG COUNTY
 HX0326'ROAD 45, AT THE NORTH END OF A CURVE WITH THE TANGENTS EXTENDING
 HX0326'TO THE SOUTHEAST AND NORTH, SET ON TOP OF ROCK THAT IS ABOUT
 HX0326'7-BY 3-FOOT LONG, 74 FEET EAST OF THE CENTER LINE OF THE ROAD, 114
 HX0326'FEET NORTHEAST OF THE NORTH END OF A WOODEN GATE, 68 1/2 FEET
 HX0326'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL BARN, ABOUT 1 FOOT
 HX0326'ABOVE THE GROUND, 3 FEET NORTH OF THE SOUTH END OF THE ROCK,
 HX0326'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0271 ***********************************************************************
 HX0271  DESIGNATION -  G 261
 HX0271  PID         -  HX0271
 HX0271  STATE/COUNTY-  WV/WEBSTER
 HX0271  USGS QUAD   -  SKELT (1982)
 HX0271
 HX0271                         *CURRENT SURVEY CONTROL
 HX0271  ___________________________________________________________________
 HX0271* NAD 83(1986)-  38 33 21.     (N)    080 20 15.     (W)     SCALED    
 HX0271* NAVD 88     -       685.477  (meters)    2248.94   (feet)  ADJUSTED  
 HX0271  ___________________________________________________________________
 HX0271  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX0271  DYNAMIC HT  -         684.930 (meters)    2247.14  (feet)  COMP
 HX0271  MODELED GRAV-     979,808.5   (mgal)                       NAVD 88
 HX0271
 HX0271  VERT ORDER  -  SECOND    CLASS 0
 HX0271
 HX0271.The horizontal coordinates were scaled from a topographic map and have
 HX0271.an estimated accuracy of +/- 6 seconds.
 HX0271
 HX0271.The orthometric height was determined by differential leveling
 HX0271.and adjusted by the National Geodetic Survey in June 1991..
 HX0271
 HX0271.The geoid height was determined by GEOID03.
 HX0271
 HX0271.The dynamic height is computed by dividing the NAVD 88
 HX0271.geopotential number by the normal gravity value computed on the
 HX0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0271.degrees latitude (g = 980.6199 gals.).
 HX0271
 HX0271.The modeled gravity was interpolated from observed gravity values.
 HX0271
 HX0271;                    North         East    Units  Estimated Accuracy
 HX0271;SPC WV S     -   172,890.      657,740.      MT  (+/- 180 meters Scaled)
 HX0271
 HX0271                          SUPERSEDED SURVEY CONTROL
 HX0271
 HX0271  NGVD 29 (??/??/92)  685.593  (m)         2249.32   (f) ADJ UNCH    2 0
 HX0271
 HX0271.Superseded values are not recommended for survey control.
 HX0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0271.See file dsdata.txt to determine how the superseded data were derived.
 HX0271
 HX0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC577676(NAD 83)
 HX0271_MARKER: DB = BENCH MARK DISK
 HX0271_SETTING: 80 = SET IN A BOULDER
 HX0271_SP_SET: BOULDER
 HX0271_STAMPING: G 261 1962
 HX0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0271+STABILITY: SURFACE MOTION
 HX0271
 HX0271  HISTORY     - Date     Condition        Report By
 HX0271  HISTORY     - 1962     MONUMENTED       CGS
 HX0271
 HX0271                          STATION DESCRIPTION
 HX0271
 HX0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0271'7 MI E FROM DIANA.
 HX0271'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0271'AT DIANA, THENCE ABOUT 4.85 MILES EAST ALONG A GRAVEL ROAD THAT
 HX0271'LEADS EAST AND THEN NORTHEAST TO PICKENS, SET ON TOP OF A BOULDER
 HX0271'THAT IS ABOUT 3-BY 12-FOOT LONG, 38 FEET SOUTH OF THE CENTER
 HX0271'LINE OF THE ROAD, 105 FEET NORTHEAST OF THE NORTHEAST CORNER
 HX0271'OF A SMALL LOG BARN, 28 FEET SOUTHWEST OF THE NORTHEAST CORNER
 HX0271'OF A WOODEN GATE, 0.9 FOOT SOUTH OF THE NORTH END OF THE BOULDER,
 HX0271'AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0307 ***********************************************************************
 HX0307  DESIGNATION -  G 262
 HX0307  PID         -  HX0307
 HX0307  STATE/COUNTY-  WV/WEBSTER
 HX0307  USGS QUAD   -  GOSHEN (1987)
 HX0307
 HX0307                         *CURRENT SURVEY CONTROL
 HX0307  ___________________________________________________________________
 HX0307* NAD 83(1986)-  38 41 00.     (N)    080 21 14.     (W)     SCALED    
 HX0307* NAVD 88     -       723.347  (meters)    2373.18   (feet)  ADJUSTED  
 HX0307  ___________________________________________________________________
 HX0307  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 HX0307  DYNAMIC HT  -         722.834 (meters)    2371.50  (feet)  COMP
 HX0307  MODELED GRAV-     979,894.1   (mgal)                       NAVD 88
 HX0307
 HX0307  VERT ORDER  -  SECOND    CLASS 0
 HX0307
 HX0307.The horizontal coordinates were scaled from a topographic map and have
 HX0307.an estimated accuracy of +/- 6 seconds.
 HX0307
 HX0307.The orthometric height was determined by differential leveling
 HX0307.and adjusted by the National Geodetic Survey in June 1991..
 HX0307
 HX0307.The geoid height was determined by GEOID03.
 HX0307
 HX0307.The dynamic height is computed by dividing the NAVD 88
 HX0307.geopotential number by the normal gravity value computed on the
 HX0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0307.degrees latitude (g = 980.6199 gals.).
 HX0307
 HX0307.The modeled gravity was interpolated from observed gravity values.
 HX0307
 HX0307;                    North         East    Units  Estimated Accuracy
 HX0307;SPC WV S     -   187,030.      656,220.      MT  (+/- 180 meters Scaled)
 HX0307
 HX0307                          SUPERSEDED SURVEY CONTROL
 HX0307
 HX0307  NGVD 29 (??/??/92)  723.524  (m)         2373.76   (f) ADJ UNCH    2 0
 HX0307
 HX0307.Superseded values are not recommended for survey control.
 HX0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0307.See file dsdata.txt to determine how the superseded data were derived.
 HX0307
 HX0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC561818(NAD 83)
 HX0307_MARKER: DB = BENCH MARK DISK
 HX0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0307_STAMPING: G 262 1962
 HX0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0307+STABILITY: SURFACE MOTION
 HX0307
 HX0307  HISTORY     - Date     Condition        Report By
 HX0307  HISTORY     - 1962     MONUMENTED       CGS
 HX0307
 HX0307                          STATION DESCRIPTION
 HX0307
 HX0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0307'4.2 MI NE FROM HACKER VALLEY.
 HX0307'ABOUT 3.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM POST OFFICE
 HX0307'AT HACKER VALLEY, THENCE ABOUT 1.2 MILE EAST ALONG COUNTY ROAD
 HX0307'20/4, ON THE OUTSIDE OF THE WEST END OF A CURVE WITH THE
 HX0307'TANGENTS EXTENDING TO THE SOUTHWEST AND EAST, 27 1/2 FEET NORTH
 HX0307'OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTH OF A WIRE FENCE,
 HX0307'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, 2.8 FEET EAST OF A
 HX0307'STEEL WITNESS POST, AND IS SET IN THE TOP OF A CONCRETE POST
 HX0307'THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0238 ***********************************************************************
 HX0238  DESIGNATION -  G 263
 HX0238  PID         -  HX0238
 HX0238  STATE/COUNTY-  WV/WEBSTER
 HX0238  USGS QUAD   -  HACKER VALLEY (1967)
 HX0238
 HX0238                         *CURRENT SURVEY CONTROL
 HX0238  ___________________________________________________________________
 HX0238* NAD 83(1986)-  38 39 30.     (N)    080 23 57.     (W)     SCALED    
 HX0238* NAVD 88     -       440.903  (meters)    1446.53   (feet)  ADJUSTED  
 HX0238  ___________________________________________________________________
 HX0238  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 HX0238  DYNAMIC HT  -         440.592 (meters)    1445.51  (feet)  COMP
 HX0238  MODELED GRAV-     979,910.3   (mgal)                       NAVD 88
 HX0238
 HX0238  VERT ORDER  -  SECOND    CLASS 0
 HX0238
 HX0238.The horizontal coordinates were scaled from a topographic map and have
 HX0238.an estimated accuracy of +/- 6 seconds.
 HX0238
 HX0238.The orthometric height was determined by differential leveling
 HX0238.and adjusted by the National Geodetic Survey in June 1991..
 HX0238
 HX0238.The geoid height was determined by GEOID03.
 HX0238
 HX0238.The dynamic height is computed by dividing the NAVD 88
 HX0238.geopotential number by the normal gravity value computed on the
 HX0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0238.degrees latitude (g = 980.6199 gals.).
 HX0238
 HX0238.The modeled gravity was interpolated from observed gravity values.
 HX0238
 HX0238;                    North         East    Units  Estimated Accuracy
 HX0238;SPC WV S     -   184,230.      652,300.      MT  (+/- 180 meters Scaled)
 HX0238
 HX0238                          SUPERSEDED SURVEY CONTROL
 HX0238
 HX0238  NGVD 29 (??/??/92)  441.074  (m)         1447.09   (f) ADJ UNCH    2 0
 HX0238
 HX0238.Superseded values are not recommended for survey control.
 HX0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0238.See file dsdata.txt to determine how the superseded data were derived.
 HX0238
 HX0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC522790(NAD 83)
 HX0238_MARKER: DB = BENCH MARK DISK
 HX0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0238_SP_SET: ABUTMENT
 HX0238_STAMPING: G 263 1962
 HX0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0238
 HX0238  HISTORY     - Date     Condition        Report By
 HX0238  HISTORY     - 1962     MONUMENTED       CGS
 HX0238
 HX0238                          STATION DESCRIPTION
 HX0238
 HX0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0238'1.2 MI NW FROM HACKER VALLEY.
 HX0238'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0238'OFFICE AT HACKER VALLEY, THENCE 1.1 MILES NORTHWEST ALONG REPLETE
 HX0238'ROAD, SET ON TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT
 HX0238'OF A CONCRETE BRIDGE OVER THE LEFT FORK OF THE HOLLY RIVER,
 HX0238'29 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 21 FEET
 HX0238'NORTHWEST OF THE CENTER JUNCTION OF TWO ROADS, 0.8 FOOT SOUTHEAST
 HX0238'OF THE NORTHWEST END OF THE ABUTMENT, AND ABOUT LEVEL WITH THE
 HX0238'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1007 ***********************************************************************
 HX1007  DESIGNATION -  G 264
 HX1007  PID         -  HX1007
 HX1007  STATE/COUNTY-  WV/WEBSTER
 HX1007  USGS QUAD   -  COWEN (1995)
 HX1007
 HX1007                         *CURRENT SURVEY CONTROL
 HX1007  ___________________________________________________________________
 HX1007* NAD 83(1986)-  38 27 37.     (N)    080 31 24.     (W)     SCALED    
 HX1007* NAVD 88     -       602.313  (meters)    1976.09   (feet)  ADJUSTED  
 HX1007  ___________________________________________________________________
 HX1007  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HX1007  DYNAMIC HT  -         601.858 (meters)    1974.60  (feet)  COMP
 HX1007  MODELED GRAV-     979,853.4   (mgal)                       NAVD 88
 HX1007
 HX1007  VERT ORDER  -  SECOND    CLASS 0
 HX1007
 HX1007.The horizontal coordinates were scaled from a topographic map and have
 HX1007.an estimated accuracy of +/- 6 seconds.
 HX1007
 HX1007.The orthometric height was determined by differential leveling
 HX1007.and adjusted by the National Geodetic Survey in June 1991..
 HX1007
 HX1007.The geoid height was determined by GEOID03.
 HX1007
 HX1007.The dynamic height is computed by dividing the NAVD 88
 HX1007.geopotential number by the normal gravity value computed on the
 HX1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1007.degrees latitude (g = 980.6199 gals.).
 HX1007
 HX1007.The modeled gravity was interpolated from observed gravity values.
 HX1007
 HX1007;                    North         East    Units  Estimated Accuracy
 HX1007;SPC WV S     -   162,180.      641,600.      MT  (+/- 180 meters Scaled)
 HX1007
 HX1007                          SUPERSEDED SURVEY CONTROL
 HX1007
 HX1007  NGVD 29 (??/??/92)  602.464  (m)         1976.58   (f) ADJ UNCH    2 0
 HX1007
 HX1007.Superseded values are not recommended for survey control.
 HX1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1007.See file dsdata.txt to determine how the superseded data were derived.
 HX1007
 HX1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC415569(NAD 83)
 HX1007_MARKER: DB = BENCH MARK DISK
 HX1007_SETTING: 66 = SET IN ROCK OUTCROP
 HX1007_SP_SET: ROCK CUT
 HX1007_STAMPING: G 264 1962
 HX1007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1007+STABILITY: POSITION/ELEVATION WELL
 HX1007
 HX1007  HISTORY     - Date     Condition        Report By
 HX1007  HISTORY     - 1962     MONUMENTED       CGS
 HX1007
 HX1007                          STATION DESCRIPTION
 HX1007
 HX1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1007'6.6 MI SW FROM ERBACON.
 HX1007'ABOUT 6.65 MILES SOUTH AND SOUTHWEST ALONG THE BALTIMORE AND OHIO
 HX1007'RAILROAD FROM THE POST OFFICE AT ERBACON, 25 FEET WEST AND ACROSS
 HX1007'TRACK FROM A TELEPHONE POLE, 10 FEET NORTHWEST OF NORTHWEST RAIL,
 HX1007'ABOUT 1 FOOT ABOVE TRACK LEVEL, AND SET VERTICALLY IN SOUTHEAST
 HX1007'FACE OF A 70 FOOT LONG ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1879 ***********************************************************************
 HW1879  DESIGNATION -  G 265
 HW1879  PID         -  HW1879
 HW1879  STATE/COUNTY-  WV/POCAHONTAS
 HW1879  USGS QUAD   -  CASS (1995)
 HW1879
 HW1879                         *CURRENT SURVEY CONTROL
 HW1879  ___________________________________________________________________
 HW1879* NAD 83(1986)-  38 27 55.     (N)    079 57 16.     (W)     SCALED    
 HW1879* NAVD 88     -      1171.236  (meters)    3842.63   (feet)  ADJUSTED  
 HW1879  ___________________________________________________________________
 HW1879  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HW1879  DYNAMIC HT  -        1170.299 (meters)    3839.56  (feet)  COMP
 HW1879  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 HW1879
 HW1879  VERT ORDER  -  SECOND    CLASS 0
 HW1879
 HW1879.The horizontal coordinates were scaled from a topographic map and have
 HW1879.an estimated accuracy of +/- 6 seconds.
 HW1879
 HW1879.The orthometric height was determined by differential leveling
 HW1879.and adjusted by the National Geodetic Survey in June 1991..
 HW1879
 HW1879.The geoid height was determined by GEOID03.
 HW1879
 HW1879.The dynamic height is computed by dividing the NAVD 88
 HW1879.geopotential number by the normal gravity value computed on the
 HW1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1879.degrees latitude (g = 980.6199 gals.).
 HW1879
 HW1879.The modeled gravity was interpolated from observed gravity values.
 HW1879
 HW1879;                    North         East    Units  Estimated Accuracy
 HW1879;SPC WV S     -   163,150.      691,240.      MT  (+/- 180 meters Scaled)
 HW1879
 HW1879                          SUPERSEDED SURVEY CONTROL
 HW1879
 HW1879  NGVD 29 (??/??/92) 1171.324  (m)         3842.92   (f) ADJ UNCH    2 0
 HW1879
 HW1879.Superseded values are not recommended for survey control.
 HW1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1879.See file dsdata.txt to determine how the superseded data were derived.
 HW1879
 HW1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC912579(NAD 83)
 HW1879_MARKER: DB = BENCH MARK DISK
 HW1879_SETTING: 80 = SET IN A BOULDER
 HW1879_STAMPING: G 265 1962
 HW1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1879+STABILITY: SURFACE MOTION
 HW1879
 HW1879  HISTORY     - Date     Condition        Report By
 HW1879  HISTORY     - 1962     MONUMENTED       CGS
 HW1879
 HW1879                          STATION DESCRIPTION
 HW1879
 HW1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1879'6 MI E FROM MACE.
 HW1879'ABOUT 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE POST
 HW1879'OFFICE AT MACE, THENCE 0.3 MILE SOUTHEAST ALONG A TRAIL LEADING
 HW1879'TO THE WESTERN MARYLAND RAILWAY, THENCE ABOUT 5.25 MILES EAST
 HW1879'ALONG THE WESTERN MARYLAND RAILWAY, ON TOP OF A EMBEDDED BOULDER
 HW1879'THAT IS 6-BY 10-FOOT LONG, 1 FOOT SOUTHEAST OF THE NORTHWEST
 HW1879'CORNER OF THE BOULDER, 48 FEET NORTHEAST OF THE NORTH RAIL,
 HW1879'AND ABOUT 7 FEET ABOVE THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1869 ***********************************************************************
 HW1869  DESIGNATION -  G 266
 HW1869  PID         -  HW1869
 HW1869  STATE/COUNTY-  WV/POCAHONTAS
 HW1869  USGS QUAD   -  CASS (1995)
 HW1869
 HW1869                         *CURRENT SURVEY CONTROL
 HW1869  ___________________________________________________________________
 HW1869* NAD 83(1986)-  38 24 21.     (N)    079 56 54.     (W)     SCALED    
 HW1869* NAVD 88     -       994.737  (meters)    3263.57   (feet)  ADJUSTED  
 HW1869  ___________________________________________________________________
 HW1869  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HW1869  DYNAMIC HT  -         993.944 (meters)    3260.96  (feet)  COMP
 HW1869  MODELED GRAV-     979,795.6   (mgal)                       NAVD 88
 HW1869
 HW1869  VERT ORDER  -  SECOND    CLASS 0
 HW1869
 HW1869.The horizontal coordinates were scaled from a topographic map and have
 HW1869.an estimated accuracy of +/- 6 seconds.
 HW1869
 HW1869.The orthometric height was determined by differential leveling
 HW1869.and adjusted by the National Geodetic Survey in June 1991..
 HW1869
 HW1869.The geoid height was determined by GEOID03.
 HW1869
 HW1869.The dynamic height is computed by dividing the NAVD 88
 HW1869.geopotential number by the normal gravity value computed on the
 HW1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1869.degrees latitude (g = 980.6199 gals.).
 HW1869
 HW1869.The modeled gravity was interpolated from observed gravity values.
 HW1869
 HW1869;                    North         East    Units  Estimated Accuracy
 HW1869;SPC WV S     -   156,550.      691,850.      MT  (+/- 180 meters Scaled)
 HW1869
 HW1869                          SUPERSEDED SURVEY CONTROL
 HW1869
 HW1869  NGVD 29 (??/??/92)  994.822  (m)         3263.85   (f) ADJ UNCH    2 0
 HW1869
 HW1869.Superseded values are not recommended for survey control.
 HW1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1869.See file dsdata.txt to determine how the superseded data were derived.
 HW1869
 HW1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC918513(NAD 83)
 HW1869_MARKER: DB = BENCH MARK DISK
 HW1869_SETTING: 80 = SET IN A BOULDER
 HW1869_STAMPING: G 266 1962
 HW1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1869+STABILITY: SURFACE MOTION
 HW1869
 HW1869  HISTORY     - Date     Condition        Report By
 HW1869  HISTORY     - 1962     MONUMENTED       CGS
 HW1869
 HW1869                          STATION DESCRIPTION
 HW1869
 HW1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1869'4.2 MI NW FROM CASS.
 HW1869'ABOUT 4.2 MILES NORTH AND NORTHWEST ALONG THE CHEAT AND BALD
 HW1869'KNOB SCENIC RAILROAD FROM THE POST OFFICE AT CASS, SET ON TOP
 HW1869'OF A 8 FOOT LONG-BY-5 FOOT WIDE EMBEDDED BOULDER, 1 FOOT EAST
 HW1869'OF WEST END, 21 FEET NORTH OF NORTH RAIL, 23 FEET EAST OF A
 HW1869'24 INCH LOCUST TREE, 20 WEST OF A 18 INCH LOCUST TREE, AND ABOUT
 HW1869'4 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3169 ***********************************************************************
 HX3169  DESIGNATION -  G 267 RESET
 HX3169  PID         -  HX3169
 HX3169  STATE/COUNTY-  WV/BRAXTON
 HX3169  USGS QUAD   -  ORLANDO (1989)
 HX3169
 HX3169                         *CURRENT SURVEY CONTROL
 HX3169  ___________________________________________________________________
 HX3169* NAD 83(1986)-  38 47 23.     (N)    080 34 19.     (W)     SCALED    
 HX3169* NAVD 88     -       249.97   (meters)     820.1    (feet)  RESET     
 HX3169  ___________________________________________________________________
 HX3169  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HX3169
 HX3169  VERT ORDER  -  THIRD
 HX3169
 HX3169.The horizontal coordinates were scaled from a topographic map and have
 HX3169.an estimated accuracy of +/- 6 seconds.
 HX3169
 HX3169.The orthometric height was computed from unverified reset data.
 HX3169.No vertical observational check was made to the station.
 HX3169
 HX3169.The geoid height was determined by GEOID03.
 HX3169
 HX3169;                    North         East    Units  Estimated Accuracy
 HX3169;SPC WV S     -   198,730.      637,190.      MT  (+/- 180 meters Scaled)
 HX3169
 HX3169                          SUPERSEDED SURVEY CONTROL
 HX3169
 HX3169  NGVD 29 (09/25/03)  250.17   (m)          820.8    (f) RESET       3  
 HX3169
 HX3169.Superseded values are not recommended for survey control.
 HX3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3169.See file dsdata.txt to determine how the superseded data were derived.
 HX3169
 HX3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC371935(NAD 83)
 HX3169_MARKER: DV = VERTICAL CONTROL DISK
 HX3169_SETTING: 66 = SET IN ROCK OUTCROP
 HX3169_SP_SET: ROCK OUTCROP
 HX3169_STAMPING: G 267 RESET 1981
 HX3169_MARK LOGO: NGS   
 HX3169_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX3169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX3169+STABILITY: POSITION/ELEVATION WELL
 HX3169
 HX3169  HISTORY     - Date     Condition        Report By
 HX3169  HISTORY     - 1981     MONUMENTED       NGS
 HX3169
 HX3169                          STATION DESCRIPTION
 HX3169
 HX3169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HX3169'0.65 MILES (1.05 KM) NORTHWEST ALONG US HIGHWAY 19 FROM A POINT WHERE
 HX3169'IT PASSES OVER THE SOUTHEAST END OF THE BURNSVILLE LAKE, THENCE
 HX3169'NORTHEAST ALONG A PAVED ROAD FOR 0.15 MILE (0.24 KM) TO THE MARK ON
 HX3169'THE LEFT, 180 FEET (54.9 M) SOUTHWEST OF THE CENTER OF A DIRT ROAD
 HX3169'LEADING NORTHWEST ALONG THE SOUTHWEST SIDE OF THE LAKE, 24 FEET (7.3
 HX3169'M) NORTHWEST OF THE CENTER OF THE PAVED ROAD AND 3 FEET (0.9 M) NORTH
 HX3169'OF THE SOUTH FACE OF THE ROCK AT A CARVED BM ON THE FACE OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0165 ***********************************************************************
 HX0165  DESIGNATION -  G 268
 HX0165  PID         -  HX0165
 HX0165  STATE/COUNTY-  WV/LEWIS
 HX0165  USGS QUAD   -  WALKERSVILLE (1976)
 HX0165
 HX0165                         *CURRENT SURVEY CONTROL
 HX0165  ___________________________________________________________________
 HX0165* NAD 83(1986)-  38 51 05.     (N)    080 27 17.     (W)     SCALED    
 HX0165* NAVD 88     -       336.178  (meters)    1102.94   (feet)  ADJUSTED  
 HX0165  ___________________________________________________________________
 HX0165  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HX0165  DYNAMIC HT  -         335.951 (meters)    1102.20  (feet)  COMP
 HX0165  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 HX0165
 HX0165  VERT ORDER  -  SECOND    CLASS 0
 HX0165
 HX0165.The horizontal coordinates were scaled from a topographic map and have
 HX0165.an estimated accuracy of +/- 6 seconds.
 HX0165
 HX0165.The orthometric height was determined by differential leveling
 HX0165.and adjusted by the National Geodetic Survey in June 1991..
 HX0165
 HX0165.The geoid height was determined by GEOID03.
 HX0165
 HX0165.The dynamic height is computed by dividing the NAVD 88
 HX0165.geopotential number by the normal gravity value computed on the
 HX0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0165.degrees latitude (g = 980.6199 gals.).
 HX0165
 HX0165.The modeled gravity was interpolated from observed gravity values.
 HX0165
 HX0165;                    North         East    Units  Estimated Accuracy
 HX0165;SPC WV S     -   205,630.      647,330.      MT  (+/- 180 meters Scaled)
 HX0165
 HX0165                          SUPERSEDED SURVEY CONTROL
 HX0165
 HX0165  NGVD 29 (??/??/92)  336.367  (m)         1103.56   (f) ADJ UNCH    2 0
 HX0165
 HX0165.Superseded values are not recommended for survey control.
 HX0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0165.See file dsdata.txt to determine how the superseded data were derived.
 HX0165
 HX0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND473004(NAD 83)
 HX0165_MARKER: DB = BENCH MARK DISK
 HX0165_SETTING: 66 = SET IN ROCK OUTCROP
 HX0165_SP_SET: ROCK CLIFF
 HX0165_STAMPING: G 268 1962
 HX0165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0165+STABILITY: POSITION/ELEVATION WELL
 HX0165
 HX0165  HISTORY     - Date     Condition        Report By
 HX0165  HISTORY     - 1962     MONUMENTED       CGS
 HX0165
 HX0165                          STATION DESCRIPTION
 HX0165
 HX0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0165'1.4 MI S FROM WALKERVILLE.
 HX0165'ABOUT 0.2 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE BALTIMORE
 HX0165'AND OHIO RAILROAD STATION AT WALKERVILLE, THENCE ABOUT 1.2 MILES
 HX0165'SOUTH ALONG U.S. HIGHWAY 19, SET VERTICALLY IN THE SOUTHWEST
 HX0165'FACE OF A ROCK CLIFF THAT IS ABOUT 154 FEET LONG AND 10 FEET
 HX0165'HIGH, 47 FEET SOUTHEAST OF THE NORTHWEST END OF THE CLIFF, 24
 HX0165'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 47 1/2 FEET
 HX0165'EAST OF A TELEPHONE POLE 200-35, AND ABOUT 4 FEET ABOVE THE
 HX0165'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0235 ***********************************************************************
 HX0235  DESIGNATION -  G 269
 HX0235  PID         -  HX0235
 HX0235  STATE/COUNTY-  WV/BRAXTON
 HX0235  USGS QUAD   -  HACKER VALLEY (1967)
 HX0235
 HX0235                         *CURRENT SURVEY CONTROL
 HX0235  ___________________________________________________________________
 HX0235* NAD 83(1986)-  38 44 47.     (N)    080 28 12.     (W)     SCALED    
 HX0235* NAVD 88     -       284.076  (meters)     932.01   (feet)  ADJUSTED  
 HX0235  ___________________________________________________________________
 HX0235  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 HX0235  DYNAMIC HT  -         283.883 (meters)     931.37  (feet)  COMP
 HX0235  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 HX0235
 HX0235  VERT ORDER  -  SECOND    CLASS 0
 HX0235
 HX0235.The horizontal coordinates were scaled from a topographic map and have
 HX0235.an estimated accuracy of +/- 6 seconds.
 HX0235
 HX0235.The orthometric height was determined by differential leveling
 HX0235.and adjusted by the National Geodetic Survey in June 1991..
 HX0235
 HX0235.The geoid height was determined by GEOID03.
 HX0235
 HX0235.The dynamic height is computed by dividing the NAVD 88
 HX0235.geopotential number by the normal gravity value computed on the
 HX0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0235.degrees latitude (g = 980.6199 gals.).
 HX0235
 HX0235.The modeled gravity was interpolated from observed gravity values.
 HX0235
 HX0235;                    North         East    Units  Estimated Accuracy
 HX0235;SPC WV S     -   193,970.      646,070.      MT  (+/- 180 meters Scaled)
 HX0235
 HX0235                          SUPERSEDED SURVEY CONTROL
 HX0235
 HX0235  NGVD 29 (??/??/92)  284.260  (m)          932.61   (f) ADJ UNCH    2 0
 HX0235
 HX0235.Superseded values are not recommended for survey control.
 HX0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0235.See file dsdata.txt to determine how the superseded data were derived.
 HX0235
 HX0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC460887(NAD 83)
 HX0235_MARKER: DB = BENCH MARK DISK
 HX0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0235_STAMPING: G 269 1962
 HX0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0235+STABILITY: SURFACE MOTION
 HX0235
 HX0235  HISTORY     - Date     Condition        Report By
 HX0235  HISTORY     - 1962     MONUMENTED       CGS
 HX0235
 HX0235                          STATION DESCRIPTION
 HX0235
 HX0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0235'2.3 MI SW FROM WILDCAT.
 HX0235'ABOUT 2.3 MILES SOUTHWEST ALONG A MOUNTAIN ROAD THAT FOLLOWS
 HX0235'ALONG THE LITTLE KANAWHA RIVER FROM THE POST OFFICE AT WILDCAT,
 HX0235'AT THE SOUTHWEST END OF A MEADOW, 29 FEET NORTH OF THE CENTER
 HX0235'LINE OF THE ROAD, 85 FEET NORTH OF LITTLE KANAWHA RIVER,
 HX0235'1 1/2 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT 5 FEET ABOVE
 HX0235'THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A CONCRETE
 HX0235'POST THAT IS PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0815 ***********************************************************************
 JW0815  DESIGNATION -  G 27
 JW0815  PID         -  JW0815
 JW0815  STATE/COUNTY-  WV/TAYLOR
 JW0815  USGS QUAD   -  THORNTON (1976)
 JW0815
 JW0815                         *CURRENT SURVEY CONTROL
 JW0815  ___________________________________________________________________
 JW0815* NAD 83(1986)-  39 22 17.     (N)    079 54 57.     (W)     SCALED    
 JW0815* NAVD 88     -       327.442  (meters)    1074.28   (feet)  POSTED    
 JW0815  ___________________________________________________________________
 JW0815  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JW0815  DYNAMIC HT  -         327.240 (meters)    1073.62  (feet)  COMP
 JW0815  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 JW0815
 JW0815  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JW0815
 JW0815.The horizontal coordinates were scaled from a topographic map and have
 JW0815.an estimated accuracy of +/- 6 seconds.
 JW0815
 JW0815.The orthometric height was determined by differential leveling
 JW0815.and adjusted by the National Geodetic Survey in 1992..
 JW0815.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JW0815.rate of 1.1 thru 2.0 mm/km.
 JW0815
 JW0815.The geoid height was determined by GEOID03.
 JW0815
 JW0815.The dynamic height is computed by dividing the NAVD 88
 JW0815.geopotential number by the normal gravity value computed on the
 JW0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0815.degrees latitude (g = 980.6199 gals.).
 JW0815
 JW0815.The modeled gravity was interpolated from observed gravity values.
 JW0815
 JW0815;                    North         East    Units  Estimated Accuracy
 JW0815;SPC WV N     -    96,820.      564,170.      MT  (+/- 180 meters Scaled)
 JW0815
 JW0815                          SUPERSEDED SURVEY CONTROL
 JW0815
 JW0815  NGVD 29 (??/??/92)  327.645  (m)         1074.95   (f) ADJ UNCH    1 2
 JW0815
 JW0815.Superseded values are not recommended for survey control.
 JW0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0815.See file dsdata.txt to determine how the superseded data were derived.
 JW0815
 JW0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND933585(NAD 83)
 JW0815_MARKER: DD = SURVEY DISK
 JW0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0815_STAMPING: G 27 1935
 JW0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0815+STABILITY: SURFACE MOTION
 JW0815
 JW0815  HISTORY     - Date     Condition        Report By
 JW0815  HISTORY     - 1935     MONUMENTED       CGS
 JW0815  HISTORY     - 1956     MARK NOT FOUND   USGS
 JW0815  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0815
 JW0815                          STATION DESCRIPTION
 JW0815
 JW0815'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JW0815'2.1 MI N FROM THORNTON.
 JW0815'2.1 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0815'STATION AT THORNTON, TAYLOR COUNTY, 180 FEET NORTHWEST OF A ROAD
 JW0815'ON THE SIDE OF THE HILL ABOVE THE TRACKS, 30 FEET SOUTHEAST OF THE
 JW0815'SOUTHEAST RAIL OF THE EASTBOUND TRACK, AND 6 FEET SOUTH OF POLE
 JW0815'272+20.  A STANDARD DISK STAMPED G 27 1935 AND SET IN THE TOP
 JW0815'OF A CONCRETE POST.
 JW0815
 JW0815                          STATION RECOVERY (1983)
 JW0815
 JW0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1639 ***********************************************************************
 HX1639  DESIGNATION -  G 270
 HX1639  PID         -  HX1639
 HX1639  STATE/COUNTY-  WV/BRAXTON
 HX1639  USGS QUAD   -  HACKER VALLEY (1967)
 HX1639
 HX1639                         *CURRENT SURVEY CONTROL
 HX1639  ___________________________________________________________________
 HX1639* NAD 83(1986)-  38 44 43.     (N)    080 28 41.     (W)     SCALED    
 HX1639* NAVD 88     -       279.045  (meters)     915.50   (feet)  ADJUSTED  
 HX1639  ___________________________________________________________________
 HX1639  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HX1639  DYNAMIC HT  -         278.855 (meters)     914.88  (feet)  COMP
 HX1639  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 HX1639
 HX1639  VERT ORDER  -  SECOND    CLASS 0
 HX1639
 HX1639.The horizontal coordinates were scaled from a topographic map and have
 HX1639.an estimated accuracy of +/- 6 seconds.
 HX1639
 HX1639.The orthometric height was determined by differential leveling
 HX1639.and adjusted by the National Geodetic Survey in June 1991..
 HX1639
 HX1639.The geoid height was determined by GEOID03.
 HX1639
 HX1639.The dynamic height is computed by dividing the NAVD 88
 HX1639.geopotential number by the normal gravity value computed on the
 HX1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1639.degrees latitude (g = 980.6199 gals.).
 HX1639
 HX1639.The modeled gravity was interpolated from observed gravity values.
 HX1639
 HX1639;                    North         East    Units  Estimated Accuracy
 HX1639;SPC WV S     -   193,840.      645,370.      MT  (+/- 180 meters Scaled)
 HX1639
 HX1639                          SUPERSEDED SURVEY CONTROL
 HX1639
 HX1639  NGVD 29 (??/??/92)  279.230  (m)          916.11   (f) ADJ UNCH    2 0
 HX1639
 HX1639.Superseded values are not recommended for survey control.
 HX1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1639.See file dsdata.txt to determine how the superseded data were derived.
 HX1639
 HX1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC453886(NAD 83)
 HX1639_MARKER: DB = BENCH MARK DISK
 HX1639_SETTING: 66 = SET IN ROCK OUTCROP
 HX1639_SP_SET: EMBEDDED ROCK
 HX1639_STAMPING: G 270 1962
 HX1639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1639+STABILITY: POSITION/ELEVATION WELL
 HX1639
 HX1639  HISTORY     - Date     Condition        Report By
 HX1639  HISTORY     - 1962     MONUMENTED       CGS
 HX1639
 HX1639                          STATION DESCRIPTION
 HX1639
 HX1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1639'3.5 MI SW FROM WILDCAT.
 HX1639'ABOUT 3.5 MILES SOUTHWEST ALONG A MOUNTAIN ROAD THAT FOLLOWS
 HX1639'ALONG THE LITTLE KANAWHA RIVER FROM THE POST OFFICE AT WILDCAT,
 HX1639'SET VERTICALLY IN THE SOUTHEAST FACE OF AN EMBEDDED ROCK THAT
 HX1639'IS ABOUT 10 FEET LONG AND 7 FEET HIGH, 6 FEET SOUTHEAST OF THE
 HX1639'CENTER LINE OF THE ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HX1639'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1480 ***********************************************************************
 HX1480  DESIGNATION -  G 271
 HX1480  PID         -  HX1480
 HX1480  STATE/COUNTY-  WV/BRAXTON
 HX1480  USGS QUAD   -  BURNSVILLE (1989)
 HX1480
 HX1480                         *CURRENT SURVEY CONTROL
 HX1480  ___________________________________________________________________
 HX1480* NAD 83(1986)-  38 51 45.     (N)    080 38 12.     (W)     SCALED    
 HX1480* NAVD 88     -       235.998  (meters)     774.27   (feet)  ADJUSTED  
 HX1480  ___________________________________________________________________
 HX1480  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HX1480  DYNAMIC HT  -         235.846 (meters)     773.77  (feet)  COMP
 HX1480  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 HX1480
 HX1480  VERT ORDER  -  SECOND    CLASS 0
 HX1480
 HX1480.The horizontal coordinates were scaled from a topographic map and have
 HX1480.an estimated accuracy of +/- 6 seconds.
 HX1480
 HX1480.The orthometric height was determined by differential leveling
 HX1480.and adjusted by the National Geodetic Survey in June 1991..
 HX1480
 HX1480.The geoid height was determined by GEOID03.
 HX1480
 HX1480.The dynamic height is computed by dividing the NAVD 88
 HX1480.geopotential number by the normal gravity value computed on the
 HX1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1480.degrees latitude (g = 980.6199 gals.).
 HX1480
 HX1480.The modeled gravity was interpolated from observed gravity values.
 HX1480
 HX1480;                    North         East    Units  Estimated Accuracy
 HX1480;SPC WV S     -   206,790.      631,540.      MT  (+/- 180 meters Scaled)
 HX1480
 HX1480                          SUPERSEDED SURVEY CONTROL
 HX1480
 HX1480  NGVD 29 (??/??/92)  236.201  (m)          774.94   (f) ADJ UNCH    2 0
 HX1480
 HX1480.Superseded values are not recommended for survey control.
 HX1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1480.See file dsdata.txt to determine how the superseded data were derived.
 HX1480
 HX1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND315015(NAD 83)
 HX1480_MARKER: DB = BENCH MARK DISK
 HX1480_SETTING: 66 = SET IN ROCK OUTCROP
 HX1480_SP_SET: ROCK OUTCROP
 HX1480_STAMPING: G 271 1962
 HX1480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1480+STABILITY: POSITION/ELEVATION WELL
 HX1480
 HX1480  HISTORY     - Date     Condition        Report By
 HX1480  HISTORY     - 1962     MONUMENTED       CGS
 HX1480
 HX1480                          STATION DESCRIPTION
 HX1480
 HX1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1480'2.8 MI W FROM ORLANDO.
 HX1480'ABOUT 2.75 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1480'THE POST OFFICE AT ORLANDO, ON THE INSIDE OF A CURVE WITH TANGENTS
 HX1480'EXTENDING TO THE NORTHEAST AND NORTHWEST, SET VERTICALLY IN THE
 HX1480'SOUTHEAST FACE OF A ROCK OUTCROP THAT IS ABOUT 10-FOOT LONG AND
 HX1480'3-FOOT HIGH, 49 FEET NORTHEAST OF A SMALL STONE CULVERT, 11 FEET
 HX1480'NORTHWEST OF THE NORTHWEST RAIL, 63 FEET NORTH AND ACROSS THE
 HX1480'ROAD FROM A TELEPHONE POLE 4010, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX1480'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0364 ***********************************************************************
 HX0364  DESIGNATION -  G 272
 HX0364  PID         -  HX0364
 HX0364  STATE/COUNTY-  WV/UPSHUR
 HX0364  USGS QUAD   -  ALTON (1989)
 HX0364
 HX0364                         *CURRENT SURVEY CONTROL
 HX0364  ___________________________________________________________________
 HX0364* NAD 83(1986)-  38 48 11.     (N)    080 12 28.     (W)     SCALED    
 HX0364* NAVD 88     -       555.473  (meters)    1822.41   (feet)  ADJUSTED  
 HX0364  ___________________________________________________________________
 HX0364  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 HX0364  DYNAMIC HT  -         555.076 (meters)    1821.11  (feet)  COMP
 HX0364  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 HX0364
 HX0364  VERT ORDER  -  SECOND    CLASS 0
 HX0364
 HX0364.The horizontal coordinates were scaled from a topographic map and have
 HX0364.an estimated accuracy of +/- 6 seconds.
 HX0364
 HX0364.The orthometric height was determined by differential leveling
 HX0364.and adjusted by the National Geodetic Survey in June 1991..
 HX0364
 HX0364.The geoid height was determined by GEOID03.
 HX0364
 HX0364.The dynamic height is computed by dividing the NAVD 88
 HX0364.geopotential number by the normal gravity value computed on the
 HX0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0364.degrees latitude (g = 980.6199 gals.).
 HX0364
 HX0364.The modeled gravity was interpolated from observed gravity values.
 HX0364
 HX0364;                    North         East    Units  Estimated Accuracy
 HX0364;SPC WV S     -   200,420.      668,820.      MT  (+/- 180 meters Scaled)
 HX0364
 HX0364                          SUPERSEDED SURVEY CONTROL
 HX0364
 HX0364  NGVD 29 (??/??/92)  555.636  (m)         1822.95   (f) ADJ UNCH    2 0
 HX0364
 HX0364.Superseded values are not recommended for survey control.
 HX0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0364.See file dsdata.txt to determine how the superseded data were derived.
 HX0364
 HX0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC687952(NAD 83)
 HX0364_MARKER: DB = BENCH MARK DISK
 HX0364_SETTING: 80 = SET IN A BOULDER
 HX0364_SP_SET: BOULDER
 HX0364_STAMPING: G 272 1962
 HX0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0364+STABILITY: SURFACE MOTION
 HX0364
 HX0364  HISTORY     - Date     Condition        Report By
 HX0364  HISTORY     - 1962     MONUMENTED       CGS
 HX0364  HISTORY     - 1975     GOOD             BAKER
 HX0364
 HX0364                          STATION DESCRIPTION
 HX0364
 HX0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0364'2 MI NE FROM ALEXANDER.
 HX0364'ABOUT 2.0 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0364'FROM THE POST OFFICE AT ALEXANDER, SET ON TOP OF THE SOUTHEAST
 HX0364'CORNER OF AN EMBEDDED ROCK THAT IS ABOUT 20-BY 25-FOOT LONG AND
 HX0364'ABOUT 4 FOOT HIGH, 17 FEET NORTH OF THE NORTH RAIL, AND ABOUT 4
 HX0364'FEET ABOVE THE LEVEL OF THE TRACK.  NOTE-- THIS BENCH MARK CAN
 HX0364'ALSO BE REACHED BY GOING ABOUT 1.3 MILES SOUTH ALONG THE
 HX0364'BALTIMORE AND OHIO RAILROAD FROM THE POST OFFICE AT ALTON.
 HX0364
 HX0364                          STATION RECOVERY (1975)
 HX0364
 HX0364'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 HX0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0353 ***********************************************************************
 HX0353  DESIGNATION -  G 273
 HX0353  PID         -  HX0353
 HX0353  STATE/COUNTY-  WV/UPSHUR
 HX0353  USGS QUAD   -  ALTON (1989)
 HX0353
 HX0353                         *CURRENT SURVEY CONTROL
 HX0353  ___________________________________________________________________
 HX0353* NAD 83(1986)-  38 45 23.     (N)    080 14 43.     (W)     SCALED    
 HX0353* NAVD 88     -       651.797  (meters)    2138.44   (feet)  ADJUSTED  
 HX0353  ___________________________________________________________________
 HX0353  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 HX0353  DYNAMIC HT  -         651.317 (meters)    2136.86  (feet)  COMP
 HX0353  MODELED GRAV-     979,870.3   (mgal)                       NAVD 88
 HX0353
 HX0353  VERT ORDER  -  SECOND    CLASS 0
 HX0353
 HX0353.The horizontal coordinates were scaled from a topographic map and have
 HX0353.an estimated accuracy of +/- 6 seconds.
 HX0353
 HX0353.The orthometric height was determined by differential leveling
 HX0353.and adjusted by the National Geodetic Survey in June 1991..
 HX0353
 HX0353.The geoid height was determined by GEOID03.
 HX0353
 HX0353.The dynamic height is computed by dividing the NAVD 88
 HX0353.geopotential number by the normal gravity value computed on the
 HX0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0353.degrees latitude (g = 980.6199 gals.).
 HX0353
 HX0353.The modeled gravity was interpolated from observed gravity values.
 HX0353
 HX0353;                    North         East    Units  Estimated Accuracy
 HX0353;SPC WV S     -   195,210.      665,600.      MT  (+/- 180 meters Scaled)
 HX0353
 HX0353                          SUPERSEDED SURVEY CONTROL
 HX0353
 HX0353  NGVD 29 (??/??/92)  651.950  (m)         2138.94   (f) ADJ UNCH    2 0
 HX0353
 HX0353.Superseded values are not recommended for survey control.
 HX0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0353.See file dsdata.txt to determine how the superseded data were derived.
 HX0353
 HX0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC655900(NAD 83)
 HX0353_MARKER: DB = BENCH MARK DISK
 HX0353_SETTING: 66 = SET IN ROCK OUTCROP
 HX0353_SP_SET: ROCK CLIFF
 HX0353_STAMPING: G 273 1962
 HX0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0353+STABILITY: POSITION/ELEVATION WELL
 HX0353
 HX0353  HISTORY     - Date     Condition        Report By
 HX0353  HISTORY     - 1962     MONUMENTED       CGS
 HX0353
 HX0353                          STATION DESCRIPTION
 HX0353
 HX0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0353'0.6 MI W FROM SELBYVILLE.
 HX0353'ABOUT 0.6 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX0353'AT SELBYVILLE, AT THE SUMMIT OF A SMALL HILL, SET VERTICALLY IN
 HX0353'THE SOUTHWEST FACE OF A ROCK CLIFF THAT IS 175 YARDS LONG AND 15
 HX0353'FEET HIGH, 54 FEET SOUTHEAST OF THE NORTHWEST END OF THE CLIFF,
 HX0353'39 FEET EAST OF THE CENTER LINE OF THE ROAD, 72 FEET NORTHEAST
 HX0353'OF AND ACROSS THE ROAD FROM A POWER POLE, AND ABOUT 3 FEET ABOVE
 HX0353'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0390 ***********************************************************************
 HX0390  DESIGNATION -  G 274
 HX0390  PID         -  HX0390
 HX0390  STATE/COUNTY-  WV/UPSHUR
 HX0390  USGS QUAD   -  ALTON (1989)
 HX0390
 HX0390                         *CURRENT SURVEY CONTROL
 HX0390  ___________________________________________________________________
 HX0390* NAD 83(1986)-  38 49 33.     (N)    080 11 13.     (W)     SCALED    
 HX0390* NAVD 88     -       674.027  (meters)    2211.37   (feet)  ADJUSTED  
 HX0390  ___________________________________________________________________
 HX0390  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 HX0390  DYNAMIC HT  -         673.556 (meters)    2209.82  (feet)  COMP
 HX0390  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 HX0390
 HX0390  VERT ORDER  -  SECOND    CLASS 0
 HX0390
 HX0390.The horizontal coordinates were scaled from a topographic map and have
 HX0390.an estimated accuracy of +/- 6 seconds.
 HX0390
 HX0390.The orthometric height was determined by differential leveling
 HX0390.and adjusted by the National Geodetic Survey in June 1991..
 HX0390
 HX0390.The geoid height was determined by GEOID03.
 HX0390
 HX0390.The dynamic height is computed by dividing the NAVD 88
 HX0390.geopotential number by the normal gravity value computed on the
 HX0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0390.degrees latitude (g = 980.6199 gals.).
 HX0390
 HX0390.The modeled gravity was interpolated from observed gravity values.
 HX0390
 HX0390;                    North         East    Units  Estimated Accuracy
 HX0390;SPC WV S     -   202,960.      670,600.      MT  (+/- 180 meters Scaled)
 HX0390
 HX0390                          SUPERSEDED SURVEY CONTROL
 HX0390
 HX0390  NGVD 29 (??/??/92)  674.199  (m)         2211.93   (f) ADJ UNCH    2 0
 HX0390
 HX0390.Superseded values are not recommended for survey control.
 HX0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0390.See file dsdata.txt to determine how the superseded data were derived.
 HX0390
 HX0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC705977(NAD 83)
 HX0390_MARKER: DB = BENCH MARK DISK
 HX0390_SETTING: 80 = SET IN A BOULDER
 HX0390_SP_SET: BOULDER
 HX0390_STAMPING: G 274 1962
 HX0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0390+STABILITY: SURFACE MOTION
 HX0390
 HX0390  HISTORY     - Date     Condition        Report By
 HX0390  HISTORY     - 1962     MONUMENTED       CGS
 HX0390  HISTORY     - 1975     GOOD             BAKER
 HX0390
 HX0390                          STATION DESCRIPTION
 HX0390
 HX0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0390'4.2 MI SW FROM QUEENS.
 HX0390'ABOUT 0.75 MILE SOUTH ALONG COUNTY ROAD 9 FROM THE JUNCTION OF
 HX0390'COUNTY ROAD 9/11 AT QUEENS, THENCE ABOUT 3.5 MILES SOUTHWEST
 HX0390'ALONG A COUNTY ROAD (GRAVEL), AT THE CUTRIGHT SCHOOL GROUNDS, SET
 HX0390'ON TOP OF AN EMBEDDED BOULDER THAT IS ABOUT 10-BY 14-FOOT LONG,
 HX0390'AT THE NORTHWEST CORNER OF THE SCHOOL YARD, 30 FEET SOUTHWEST
 HX0390'OF THE CENTER LINE OF THE ROAD, 79 FEET NORTHWEST OF THE
 HX0390'NORTHWEST CORNER OF THE SCHOOL HOUSE, AND ABOUT 3 1/2 FEET
 HX0390'ABOVE THE LEVEL OF THE ROAD.
 HX0390
 HX0390                          STATION RECOVERY (1975)
 HX0390
 HX0390'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 HX0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2080 ***********************************************************************
 HW2080  DESIGNATION -  G 275
 HW2080  PID         -  HW2080
 HW2080  STATE/COUNTY-  WV/RANDOLPH
 HW2080  USGS QUAD   -  BEVERLY WEST (1995)
 HW2080
 HW2080                         *CURRENT SURVEY CONTROL
 HW2080  ___________________________________________________________________
 HW2080* NAD 83(1986)-  38 45 23.     (N)    079 57 20.     (W)     SCALED    
 HW2080* NAVD 88     -       623.031  (meters)    2044.06   (feet)  ADJUSTED  
 HW2080  ___________________________________________________________________
 HW2080  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HW2080  DYNAMIC HT  -         622.573 (meters)    2042.56  (feet)  COMP
 HW2080  MODELED GRAV-     979,873.5   (mgal)                       NAVD 88
 HW2080
 HW2080  VERT ORDER  -  SECOND    CLASS 0
 HW2080
 HW2080.The horizontal coordinates were scaled from a topographic map and have
 HW2080.an estimated accuracy of +/- 6 seconds.
 HW2080
 HW2080.The orthometric height was determined by differential leveling
 HW2080.and adjusted by the National Geodetic Survey in June 1991..
 HW2080
 HW2080.The geoid height was determined by GEOID03.
 HW2080
 HW2080.The dynamic height is computed by dividing the NAVD 88
 HW2080.geopotential number by the normal gravity value computed on the
 HW2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2080.degrees latitude (g = 980.6199 gals.).
 HW2080
 HW2080.The modeled gravity was interpolated from observed gravity values.
 HW2080
 HW2080;                    North         East    Units  Estimated Accuracy
 HW2080;SPC WV S     -   195,460.      690,780.      MT  (+/- 180 meters Scaled)
 HW2080
 HW2080                          SUPERSEDED SURVEY CONTROL
 HW2080
 HW2080  NGVD 29 (??/??/92)  623.184  (m)         2044.56   (f) ADJ UNCH    2 0
 HW2080
 HW2080.Superseded values are not recommended for survey control.
 HW2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2080.See file dsdata.txt to determine how the superseded data were derived.
 HW2080
 HW2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC907902(NAD 83)
 HW2080_MARKER: DB = BENCH MARK DISK
 HW2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2080_STAMPING: G 275 1962
 HW2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2080+STABILITY: SURFACE MOTION
 HW2080
 HW2080  HISTORY     - Date     Condition        Report By
 HW2080  HISTORY     - 1962     MONUMENTED       CGS
 HW2080  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2080
 HW2080                          STATION DESCRIPTION
 HW2080
 HW2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2080'1.9 MI SW FROM VALLEY BEND.
 HW2080'ABOUT 1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 AND 250 FROM
 HW2080'THE POST OFFICE AT VALLEY BEND, ON THE OUTSIDE OF A CURVE WITH
 HW2080'TANGENTS EXTENDING TO THE SOUTHWEST AND NORTHEAST, 28 1/2 FEET
 HW2080'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 52 FEET NORTHEAST OF
 HW2080'THE NORTHEAST CORNER OF A CONCRETE BRIDGE OVER A SMALL STREAM,
 HW2080'2 1/2 FEET SOUTH OF A FENCE CORNER POST, 3 FEET SOUTHEAST OF A
 HW2080'STEEL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY,
 HW2080'AND IS SET IN THE TOP OF A CONCRETE POST THAT IS PROJECTING
 HW2080'ABOUT 2-INCHES.
 HW2080
 HW2080                          STATION RECOVERY (1983)
 HW2080
 HW2080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2080'NOT RECOVERED, ASSUMED DESTROYED BY THE INSTALLATION OF A PIPE CULVERT
 HW2080'AND BUILD UP OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0426 ***********************************************************************
 HX0426  DESIGNATION -  G 276
 HX0426  PID         -  HX0426
 HX0426  STATE/COUNTY-  WV/RANDOLPH
 HX0426  USGS QUAD   -  ADOLPH (1995)
 HX0426
 HX0426                         *CURRENT SURVEY CONTROL
 HX0426  ___________________________________________________________________
 HX0426* NAD 83(1986)-  38 42 50.     (N)    080 06 34.     (W)     SCALED    
 HX0426* NAVD 88     -       909.153  (meters)    2982.78   (feet)  ADJUSTED  
 HX0426  ___________________________________________________________________
 HX0426  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0426  DYNAMIC HT  -         908.448 (meters)    2980.47  (feet)  COMP
 HX0426  MODELED GRAV-     979,821.0   (mgal)                       NAVD 88
 HX0426
 HX0426  VERT ORDER  -  SECOND    CLASS 0
 HX0426
 HX0426.The horizontal coordinates were scaled from a topographic map and have
 HX0426.an estimated accuracy of +/- 6 seconds.
 HX0426
 HX0426.The orthometric height was determined by differential leveling
 HX0426.and adjusted by the National Geodetic Survey in June 1991..
 HX0426
 HX0426.The geoid height was determined by GEOID03.
 HX0426
 HX0426.The dynamic height is computed by dividing the NAVD 88
 HX0426.geopotential number by the normal gravity value computed on the
 HX0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0426.degrees latitude (g = 980.6199 gals.).
 HX0426
 HX0426.The modeled gravity was interpolated from observed gravity values.
 HX0426
 HX0426;                    North         East    Units  Estimated Accuracy
 HX0426;SPC WV S     -   190,600.      677,450.      MT  (+/- 180 meters Scaled)
 HX0426
 HX0426                          SUPERSEDED SURVEY CONTROL
 HX0426
 HX0426  NGVD 29 (??/??/92)  909.288  (m)         2983.22   (f) ADJ UNCH    2 0
 HX0426
 HX0426.Superseded values are not recommended for survey control.
 HX0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0426.See file dsdata.txt to determine how the superseded data were derived.
 HX0426
 HX0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC774854(NAD 83)
 HX0426_MARKER: DB = BENCH MARK DISK
 HX0426_SETTING: 80 = SET IN A BOULDER
 HX0426_SP_SET: BOULDER
 HX0426_STAMPING: G 276 1962
 HX0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0426+STABILITY: SURFACE MOTION
 HX0426
 HX0426  HISTORY     - Date     Condition        Report By
 HX0426  HISTORY     - 1962     MONUMENTED       CGS
 HX0426
 HX0426                          STATION DESCRIPTION
 HX0426
 HX0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0426'4.6 MI SW FROM ADOLPH.
 HX0426'ABOUT 4.6 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0426'SCHOOL AT ADOLPH, 0.1 MILE NORTHEAST OF A ROAD LEADING SOUTH,
 HX0426'SET VERTICALLY IN THE NORTHWEST FACE OF A BOULDER THAT IS
 HX0426'ABOUT 10-FOOT LONG AND IS EMBEDDED IN THE GROUND, 16 FEET
 HX0426'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 5 1/2 FEET SOUTHWEST OF
 HX0426'THE NORTHEAST EDGE OF THE ROCK, 1 FOOT BELOW THE LEVEL OF THE TOP
 HX0426'OF THE ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0382 ***********************************************************************
 HX0382  DESIGNATION -  G 277
 HX0382  PID         -  HX0382
 HX0382  STATE/COUNTY-  WV/RANDOLPH
 HX0382  USGS QUAD   -  ADOLPH (1995)
 HX0382
 HX0382                         *CURRENT SURVEY CONTROL
 HX0382  ___________________________________________________________________
 HX0382* NAD 83(1986)-  38 39 39.     (N)    080 03 36.     (W)     SCALED    
 HX0382* NAVD 88     -      1037.160  (meters)    3402.75   (feet)  ADJUSTED  
 HX0382  ___________________________________________________________________
 HX0382  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX0382  DYNAMIC HT  -        1036.371 (meters)    3400.16  (feet)  COMP
 HX0382  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 HX0382
 HX0382  VERT ORDER  -  SECOND    CLASS 0
 HX0382
 HX0382.The horizontal coordinates were scaled from a topographic map and have
 HX0382.an estimated accuracy of +/- 6 seconds.
 HX0382
 HX0382.The orthometric height was determined by differential leveling
 HX0382.and adjusted by the National Geodetic Survey in June 1991..
 HX0382
 HX0382.The geoid height was determined by GEOID03.
 HX0382
 HX0382.The dynamic height is computed by dividing the NAVD 88
 HX0382.geopotential number by the normal gravity value computed on the
 HX0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0382.degrees latitude (g = 980.6199 gals.).
 HX0382
 HX0382.The modeled gravity was interpolated from observed gravity values.
 HX0382
 HX0382;                    North         East    Units  Estimated Accuracy
 HX0382;SPC WV S     -   184,750.      681,810.      MT  (+/- 180 meters Scaled)
 HX0382
 HX0382                          SUPERSEDED SURVEY CONTROL
 HX0382
 HX0382  NGVD 29 (??/??/92) 1037.312  (m)         3403.25   (f) ADJ UNCH    2 0
 HX0382
 HX0382.Superseded values are not recommended for survey control.
 HX0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0382.See file dsdata.txt to determine how the superseded data were derived.
 HX0382
 HX0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC817795(NAD 83)
 HX0382_MARKER: DB = BENCH MARK DISK
 HX0382_SETTING: 80 = SET IN A BOULDER
 HX0382_SP_SET: BOULDER
 HX0382_STAMPING: G 277 1962
 HX0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0382+STABILITY: SURFACE MOTION
 HX0382
 HX0382  HISTORY     - Date     Condition        Report By
 HX0382  HISTORY     - 1962     MONUMENTED       CGS
 HX0382  HISTORY     - 1974     MARK NOT FOUND   USGS
 HX0382
 HX0382                          STATION DESCRIPTION
 HX0382
 HX0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0382'11.9 MI SW FROM HUTTONSVILLE.
 HX0382'ABOUT 7.1 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST
 HX0382'OFFICE AT HUTTONSVILLE, THENCE ABOUT 4.8 MILES NORTHWEST ALONG
 HX0382'COUNTY ROAD 219/16 (GRAVEL), 0.2 MILE NORTH OF A FIRE TRAIL
 HX0382'LEADING NORTHWEST, 1.1 MILE NORTHWEST OF THE ENTRANCE TO THE
 HX0382'PARK, ON TOP OF THE NORTHWEST END OF A ROCK THAT IS ABOUT 8-BY
 HX0382'5-FOOT LONG AND EMBEDDED IN THE GROUND, 56 FEET SOUTHEAST OF THE
 HX0382'CENTER LINE OF THE ROAD, 0.6 FOOT SOUTHEAST OF THE NORTHWEST
 HX0382'EDGE OF THE ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0382
 HX0382                          STATION RECOVERY (1974)
 HX0382
 HX0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HX0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2130 ***********************************************************************
 HW2130  DESIGNATION -  G 278
 HW2130  PID         -  HW2130
 HW2130  STATE/COUNTY-  WV/RANDOLPH
 HW2130  USGS QUAD   -  BEVERLY WEST (1995)
 HW2130
 HW2130                         *CURRENT SURVEY CONTROL
 HW2130  ___________________________________________________________________
 HW2130* NAD 83(1986)-  38 50 36.     (N)    079 58 53.     (W)     SCALED    
 HW2130* NAVD 88     -       787.975  (meters)    2585.21   (feet)  ADJUSTED  
 HW2130  ___________________________________________________________________
 HW2130  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HW2130  DYNAMIC HT  -         787.398 (meters)    2583.32  (feet)  COMP
 HW2130  MODELED GRAV-     979,869.0   (mgal)                       NAVD 88
 HW2130
 HW2130  VERT ORDER  -  SECOND    CLASS 0
 HW2130
 HW2130.The horizontal coordinates were scaled from a topographic map and have
 HW2130.an estimated accuracy of +/- 6 seconds.
 HW2130
 HW2130.The orthometric height was determined by differential leveling
 HW2130.and adjusted by the National Geodetic Survey in June 1991..
 HW2130
 HW2130.The geoid height was determined by GEOID03.
 HW2130
 HW2130.The dynamic height is computed by dividing the NAVD 88
 HW2130.geopotential number by the normal gravity value computed on the
 HW2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2130.degrees latitude (g = 980.6199 gals.).
 HW2130
 HW2130.The modeled gravity was interpolated from observed gravity values.
 HW2130
 HW2130;                    North         East    Units  Estimated Accuracy
 HW2130;SPC WV S     -   205,080.      688,430.      MT  (+/- 180 meters Scaled)
 HW2130
 HW2130                          SUPERSEDED SURVEY CONTROL
 HW2130
 HW2130  NGVD 29 (??/??/92)  788.128  (m)         2585.72   (f) ADJ UNCH    2 0
 HW2130
 HW2130.Superseded values are not recommended for survey control.
 HW2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2130.See file dsdata.txt to determine how the superseded data were derived.
 HW2130
 HW2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC883998(NAD 83)
 HW2130_MARKER: DB = BENCH MARK DISK
 HW2130_SETTING: 80 = SET IN A BOULDER
 HW2130_STAMPING: G 278 1962
 HW2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2130+STABILITY: SURFACE MOTION
 HW2130
 HW2130  HISTORY     - Date     Condition        Report By
 HW2130  HISTORY     - 1962     MONUMENTED       CGS
 HW2130
 HW2130                          STATION DESCRIPTION
 HW2130
 HW2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2130'3.8 MI SE FROM CASSITY.
 HW2130'ABOUT 3.4 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2130'OFFICE AT CASSITY, THENCE ABOUT 0.4 MILE EAST ALONG A WOODS
 HW2130'ROAD, 0.4 MILE SOUTH OF A ROAD JUNCTION, SET ON TOP OF A ROCK
 HW2130'BOULDER THAT IS ABOUT 10-BY 6-FOOT LONG AND EMBEDDED IN THE
 HW2130'GROUND, 16 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 1/2
 HW2130'FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK, AND IS ABOUT
 HW2130'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2055 ***********************************************************************
 HW2055  DESIGNATION -  G 279
 HW2055  PID         -  HW2055
 HW2055  STATE/COUNTY-  WV/RANDOLPH
 HW2055  USGS QUAD   -  ELKINS (1995)
 HW2055
 HW2055                         *CURRENT SURVEY CONTROL
 HW2055  ___________________________________________________________________
 HW2055* NAD 83(1986)-  38 54 40.     (N)    079 52 02.     (W)     SCALED    
 HW2055* NAVD 88     -       586.703  (meters)    1924.87   (feet)  ADJUSTED  
 HW2055  ___________________________________________________________________
 HW2055  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HW2055  DYNAMIC HT  -         586.286 (meters)    1923.51  (feet)  COMP
 HW2055  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 HW2055
 HW2055  VERT ORDER  -  FIRST     CLASS II
 HW2055
 HW2055.The horizontal coordinates were scaled from a topographic map and have
 HW2055.an estimated accuracy of +/- 6 seconds.
 HW2055
 HW2055.The orthometric height was determined by differential leveling
 HW2055.and adjusted by the National Geodetic Survey in June 1991..
 HW2055
 HW2055.The geoid height was determined by GEOID03.
 HW2055
 HW2055.The dynamic height is computed by dividing the NAVD 88
 HW2055.geopotential number by the normal gravity value computed on the
 HW2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2055.degrees latitude (g = 980.6199 gals.).
 HW2055
 HW2055.The modeled gravity was interpolated from observed gravity values.
 HW2055
 HW2055;                    North         East    Units  Estimated Accuracy
 HW2055;SPC WV S     -   212,720.      698,250.      MT  (+/- 180 meters Scaled)
 HW2055
 HW2055                          SUPERSEDED SURVEY CONTROL
 HW2055
 HW2055  NGVD 29 (??/??/92)  586.872  (m)         1925.43   (f) ADJ UNCH    1 2
 HW2055
 HW2055.Superseded values are not recommended for survey control.
 HW2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2055.See file dsdata.txt to determine how the superseded data were derived.
 HW2055
 HW2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND982075(NAD 83)
 HW2055_MARKER: DB = BENCH MARK DISK
 HW2055_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HW2055_STAMPING: G 279 1962
 HW2055_MARK LOGO: CGS   
 HW2055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2055
 HW2055  HISTORY     - Date     Condition        Report By
 HW2055  HISTORY     - 1962     MONUMENTED       CGS
 HW2055  HISTORY     - 1964     GOOD             NGS
 HW2055  HISTORY     - 1983     GOOD             NGS
 HW2055
 HW2055                          STATION DESCRIPTION
 HW2055
 HW2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2055'1.4 MI SW FROM ELKINS.
 HW2055'ABOUT 1.4 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY
 HW2055'FROM THE WESTERN MARYLAND RAILWAY STATION AT EILKINS, SET ON
 HW2055'TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A STEEL
 HW2055'BRIDGE OVER THE TYGART RIVER, 6 1/2 FEET WEST OF THE WEST RAIL,
 HW2055'APPROXIMATELY 200 YARDS NORTH NORTHWEST OF A ROUND BARN MADE OF
 HW2055'BRICK, AND ABOUT LEVEL WITH THE TRACK.
 HW2055
 HW2055                          STATION RECOVERY (1964)
 HW2055
 HW2055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW2055'RECOVERED IN GOOD CONDITION.
 HW2055
 HW2055                          STATION RECOVERY (1983)
 HW2055
 HW2055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0934 ***********************************************************************
 KY0934  DESIGNATION -  G 28
 KY0934  PID         -  KY0934
 KY0934  STATE/COUNTY-  WV/BROOKE
 KY0934  USGS QUAD   -  TILTONSVILLE (1985)
 KY0934
 KY0934                         *CURRENT SURVEY CONTROL
 KY0934  ___________________________________________________________________
 KY0934* NAD 83(1986)-  40 12 51.     (N)    080 39 35.     (W)     SCALED    
 KY0934* NAVD 88     -       202.078  (meters)     662.98   (feet)  ADJUSTED  
 KY0934  ___________________________________________________________________
 KY0934  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KY0934  DYNAMIC HT  -         201.971 (meters)     662.63  (feet)  COMP
 KY0934  MODELED GRAV-     980,091.4   (mgal)                       NAVD 88
 KY0934
 KY0934  VERT ORDER  -  FIRST     CLASS II
 KY0934
 KY0934.The horizontal coordinates were scaled from a topographic map and have
 KY0934.an estimated accuracy of +/- 6 seconds.
 KY0934
 KY0934.The orthometric height was determined by differential leveling
 KY0934.and adjusted by the National Geodetic Survey in June 1991..
 KY0934
 KY0934.The geoid height was determined by GEOID03.
 KY0934
 KY0934.The dynamic height is computed by dividing the NAVD 88
 KY0934.geopotential number by the normal gravity value computed on the
 KY0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0934.degrees latitude (g = 980.6199 gals.).
 KY0934
 KY0934.The modeled gravity was interpolated from observed gravity values.
 KY0934
 KY0934;                    North         East    Units  Estimated Accuracy
 KY0934;SPC WV N     -   190,950.      501,280.      MT  (+/- 180 meters Scaled)
 KY0934
 KY0934                          SUPERSEDED SURVEY CONTROL
 KY0934
 KY0934  NGVD 29 (??/??/92)  202.270  (m)          663.61   (f) ADJ UNCH    1 2
 KY0934
 KY0934.Superseded values are not recommended for survey control.
 KY0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0934.See file dsdata.txt to determine how the superseded data were derived.
 KY0934
 KY0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE289515(NAD 83)
 KY0934_MARKER: DB = BENCH MARK DISK
 KY0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0934_STAMPING: G 28 1935
 KY0934_MARK LOGO: CGS   
 KY0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0934+STABILITY: SURFACE MOTION
 KY0934
 KY0934  HISTORY     - Date     Condition        Report By
 KY0934  HISTORY     - 1935     MONUMENTED       CGS
 KY0934  HISTORY     - 1957     GOOD             NGS
 KY0934  HISTORY     - 1983     GOOD             NGS
 KY0934
 KY0934                          STATION DESCRIPTION
 KY0934
 KY0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0934'4.8 MI S FROM WELLSBURG.
 KY0934'ABOUT 4.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0934'CROSSING OF SEVENTH STREET AT WELLSBURG, ABOUT 2.4 MILES NORTH OF
 KY0934'BRIDGE OVER SHORT CREEK AT SHORT CREEK, 304 YARDS NORTH OF MILE
 KY0934'POST 13, 30 1/2 FEET EAST OF EAST RAIL OF MAIN TRACK, 4 1/2 FEET
 KY0934'WEST OF A STEEL FENCE AROUND STEELCRETE FACTORY, 13 FEET
 KY0934'NORTH-NORTHWEST OF CENTER OF A SMALL GATE IN FENCE, ABOUT IN LINE
 KY0934'WITH THE CENTER OF AN OPEN SPACE BETWEEN TWO LARGE BUILDINGS OF
 KY0934'FACTORY, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 KY0934'1/2 FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 KY0934'POST PROJECTING 3 INCHES.
 KY0934
 KY0934                          STATION RECOVERY (1983)
 KY0934
 KY0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0480 ***********************************************************************
 HX0480  DESIGNATION -  G 280
 HX0480  PID         -  HX0480
 HX0480  STATE/COUNTY-  WV/RANDOLPH
 HX0480  USGS QUAD   -  CASSITY (1977)
 HX0480
 HX0480                         *CURRENT SURVEY CONTROL
 HX0480  ___________________________________________________________________
 HX0480* NAD 83(1986)-  38 49 59.     (N)    080 02 17.     (W)     SCALED    
 HX0480* NAVD 88     -       614.601  (meters)    2016.40   (feet)  ADJUSTED  
 HX0480  ___________________________________________________________________
 HX0480  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HX0480  DYNAMIC HT  -         614.157 (meters)    2014.95  (feet)  COMP
 HX0480  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 HX0480
 HX0480  VERT ORDER  -  SECOND    CLASS 0
 HX0480
 HX0480.The horizontal coordinates were scaled from a topographic map and have
 HX0480.an estimated accuracy of +/- 6 seconds.
 HX0480
 HX0480.The orthometric height was determined by differential leveling
 HX0480.and adjusted by the National Geodetic Survey in June 1991..
 HX0480
 HX0480.The geoid height was determined by GEOID03.
 HX0480
 HX0480.The dynamic height is computed by dividing the NAVD 88
 HX0480.geopotential number by the normal gravity value computed on the
 HX0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0480.degrees latitude (g = 980.6199 gals.).
 HX0480
 HX0480.The modeled gravity was interpolated from observed gravity values.
 HX0480
 HX0480;                    North         East    Units  Estimated Accuracy
 HX0480;SPC WV S     -   203,890.      683,520.      MT  (+/- 180 meters Scaled)
 HX0480
 HX0480                          SUPERSEDED SURVEY CONTROL
 HX0480
 HX0480  NGVD 29 (??/??/92)  614.757  (m)         2016.92   (f) ADJ UNCH    2 0
 HX0480
 HX0480.Superseded values are not recommended for survey control.
 HX0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0480.See file dsdata.txt to determine how the superseded data were derived.
 HX0480
 HX0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC834986(NAD 83)
 HX0480_MARKER: DB = BENCH MARK DISK
 HX0480_SETTING: 80 = SET IN A BOULDER
 HX0480_SP_SET: BOULDER
 HX0480_STAMPING: G 280 1962
 HX0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0480+STABILITY: SURFACE MOTION
 HX0480
 HX0480  HISTORY     - Date     Condition        Report By
 HX0480  HISTORY     - 1962     MONUMENTED       CGS
 HX0480  HISTORY     - 1974     MARK NOT FOUND   USGS
 HX0480
 HX0480                          STATION DESCRIPTION
 HX0480
 HX0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0480'0.5 MI NW FROM CASSITY.
 HX0480'ABOUT 0.5 MILES NORTHWEST ALONG THE MIDDLE FORK RAILROAD FROM
 HX0480'THE POST OFFICE AT CASSITY, AT A SAW MILL, SET ON TOP OF AN
 HX0480'EMBEDDED BOULDER THAT IS ABOUT 8-BY 6-FOOT WIDE AND 3 1/2-FOOT
 HX0480'HIGH, AT THE SOUTH END OF THE ROCK, 31 1/2 FEET EAST OF THE EAST
 HX0480'RAIL, 12 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 39 FEET
 HX0480'NORTHEAST OF THE CENTER OF A ROAD CROSSING, AND ABOUT 4 FEET
 HX0480'ABOVE THE LEVEL OF THE ROAD.
 HX0480
 HX0480                          STATION RECOVERY (1974)
 HX0480
 HX0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HX0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2026 ***********************************************************************
 HW2026  DESIGNATION -  G 281
 HW2026  PID         -  HW2026
 HW2026  STATE/COUNTY-  WV/RANDOLPH
 HW2026  USGS QUAD   -  BEVERLY WEST (1995)
 HW2026
 HW2026                         *CURRENT SURVEY CONTROL
 HW2026  ___________________________________________________________________
 HW2026* NAD 83(1986)-  38 52 11.     (N)    079 57 24.     (W)     SCALED    
 HW2026* NAVD 88     -       750.782  (meters)    2463.19   (feet)  ADJUSTED  
 HW2026  ___________________________________________________________________
 HW2026  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HW2026  DYNAMIC HT  -         750.220 (meters)    2461.35  (feet)  COMP
 HW2026  MODELED GRAV-     979,854.9   (mgal)                       NAVD 88
 HW2026
 HW2026  VERT ORDER  -  SECOND    CLASS 0
 HW2026
 HW2026.The horizontal coordinates were scaled from a topographic map and have
 HW2026.an estimated accuracy of +/- 6 seconds.
 HW2026
 HW2026.The orthometric height was determined by differential leveling
 HW2026.and adjusted by the National Geodetic Survey in June 1991..
 HW2026
 HW2026.The geoid height was determined by GEOID03.
 HW2026
 HW2026.The dynamic height is computed by dividing the NAVD 88
 HW2026.geopotential number by the normal gravity value computed on the
 HW2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2026.degrees latitude (g = 980.6199 gals.).
 HW2026
 HW2026.The modeled gravity was interpolated from observed gravity values.
 HW2026
 HW2026;                    North         East    Units  Estimated Accuracy
 HW2026;SPC WV S     -   208,040.      690,540.      MT  (+/- 180 meters Scaled)
 HW2026
 HW2026                          SUPERSEDED SURVEY CONTROL
 HW2026
 HW2026  NGVD 29 (??/??/92)  750.921  (m)         2463.65   (f) ADJ UNCH    2 0
 HW2026
 HW2026.Superseded values are not recommended for survey control.
 HW2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2026.See file dsdata.txt to determine how the superseded data were derived.
 HW2026
 HW2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND905028(NAD 83)
 HW2026_MARKER: DB = BENCH MARK DISK
 HW2026_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2026_STAMPING: G 281 1962
 HW2026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2026
 HW2026  HISTORY     - Date     Condition        Report By
 HW2026  HISTORY     - 1962     MONUMENTED       CGS
 HW2026  HISTORY     - 1983     GOOD             NGS
 HW2026  HISTORY     - 1983     GOOD             NGS
 HW2026
 HW2026                          STATION DESCRIPTION
 HW2026
 HW2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2026'1.8 MI SE FROM MABIE.
 HW2026'ABOUT 0.9 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2026'OFFICE AT MABIE, THENCE ABOUT 0.9 MILE EAST ALONG A GRAVEL ROAD
 HW2026'LEADING TO BEVERLY, 0.1 MILE WEST OF A ROAD LEADING SOUTH, SET
 HW2026'ON TOP OF THE SOUTH END OF AN EMBEDDED ROCK THAT IS ABOUT 8-BY
 HW2026'10-FOOT LONG AND 2 1/2 FEET HIGH, 155 FEET WEST OF THE SOUTHWEST
 HW2026'CORNER OF A FARM HOUSE, 63 FEET SOUTHWEST OF THE CENTER LINE OF
 HW2026'THE ROAD, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD.
 HW2026
 HW2026                          STATION RECOVERY (1983)
 HW2026
 HW2026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2026'RECOVERED IN GOOD CONDITION.
 HW2026
 HW2026                          STATION RECOVERY (1983)
 HW2026
 HW2026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2107 ***********************************************************************
 HW2107  DESIGNATION -  G 282
 HW2107  PID         -  HW2107
 HW2107  STATE/COUNTY-  WV/RANDOLPH
 HW2107  USGS QUAD   -  MILL CREEK (1995)
 HW2107
 HW2107                         *CURRENT SURVEY CONTROL
 HW2107  ___________________________________________________________________
 HW2107* NAD 83(1986)-  38 41 38.     (N)    079 52 58.     (W)     SCALED    
 HW2107* NAVD 88     -      1196.514  (meters)    3925.56   (feet)  ADJUSTED  
 HW2107  ___________________________________________________________________
 HW2107  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HW2107  DYNAMIC HT  -        1195.601 (meters)    3922.57  (feet)  COMP
 HW2107  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 HW2107
 HW2107  VERT ORDER  -  SECOND    CLASS 0
 HW2107
 HW2107.The horizontal coordinates were scaled from a topographic map and have
 HW2107.an estimated accuracy of +/- 6 seconds.
 HW2107
 HW2107.The orthometric height was determined by differential leveling
 HW2107.and adjusted by the National Geodetic Survey in June 1991..
 HW2107
 HW2107.The geoid height was determined by GEOID03.
 HW2107
 HW2107.The dynamic height is computed by dividing the NAVD 88
 HW2107.geopotential number by the normal gravity value computed on the
 HW2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2107.degrees latitude (g = 980.6199 gals.).
 HW2107
 HW2107.The modeled gravity was interpolated from observed gravity values.
 HW2107
 HW2107;                    North         East    Units  Estimated Accuracy
 HW2107;SPC WV S     -   188,590.      697,190.      MT  (+/- 180 meters Scaled)
 HW2107
 HW2107                          SUPERSEDED SURVEY CONTROL
 HW2107
 HW2107  NGVD 29 (??/??/92) 1196.659  (m)         3926.04   (f) ADJ UNCH    2 0
 HW2107
 HW2107.Superseded values are not recommended for survey control.
 HW2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2107.See file dsdata.txt to determine how the superseded data were derived.
 HW2107
 HW2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC971834(NAD 83)
 HW2107_MARKER: DB = BENCH MARK DISK
 HW2107_SETTING: 80 = SET IN A BOULDER
 HW2107_STAMPING: G 282 1962
 HW2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2107+STABILITY: SURFACE MOTION
 HW2107
 HW2107  HISTORY     - Date     Condition        Report By
 HW2107  HISTORY     - 1962     MONUMENTED       CGS
 HW2107
 HW2107                          STATION DESCRIPTION
 HW2107
 HW2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2107'12 MI N FROM CHEAT BRIDGE.
 HW2107'ABOUT 8.15 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN
 HW2107'MARYLAND RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT
 HW2107'BRIDGE, THENCE 3.8 MILES NORTHEAST ALONG MONONGAHELA NATIONAL
 HW2107'FOREST ROAD 49, SET ON TOP OF THE SOUTH CORNER OF A ROCK BOULDER
 HW2107'THAT IS ABOUT 5-BY 6-FOOT LONG AND 4-FOOT HIGH, 28 1/2 FEET
 HW2107'NORTHWEST OF THE CENTER LINE OF THE ROAD, 87 FEET NORTH OF THE
 HW2107'NORTHWEST END OF A 12-INCH PIPE CULVERT, AND ABOUT LEVEL WITH THE
 HW2107'ROAD.  NOTE-- THIS BENCH MARK IS 0.2 MILES SOUTH OF THE JUNCTION
 HW2107'OF MONONGAHELA NATIONAL FOREST ROADS 49 AND 92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1921 ***********************************************************************
 HW1921  DESIGNATION -  G 283
 HW1921  PID         -  HW1921
 HW1921  STATE/COUNTY-  WV/RANDOLPH
 HW1921  USGS QUAD   -  GLADY (1995)
 HW1921
 HW1921                         *CURRENT SURVEY CONTROL
 HW1921  ___________________________________________________________________
 HW1921* NAD 83(1986)-  38 46 34.     (N)    079 44 02.     (W)     SCALED    
 HW1921* NAVD 88     -       915.064  (meters)    3002.17   (feet)  ADJUSTED  
 HW1921  ___________________________________________________________________
 HW1921  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HW1921  DYNAMIC HT  -         914.358 (meters)    2999.86  (feet)  COMP
 HW1921  MODELED GRAV-     979,824.5   (mgal)                       NAVD 88
 HW1921
 HW1921  VERT ORDER  -  SECOND    CLASS 0
 HW1921
 HW1921.The horizontal coordinates were scaled from a topographic map and have
 HW1921.an estimated accuracy of +/- 6 seconds.
 HW1921
 HW1921.The orthometric height was determined by differential leveling
 HW1921.and adjusted by the National Geodetic Survey in June 1991..
 HW1921
 HW1921.The geoid height was determined by GEOID03.
 HW1921
 HW1921.The dynamic height is computed by dividing the NAVD 88
 HW1921.geopotential number by the normal gravity value computed on the
 HW1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1921.degrees latitude (g = 980.6199 gals.).
 HW1921
 HW1921.The modeled gravity was interpolated from observed gravity values.
 HW1921
 HW1921;                    North         East    Units  Estimated Accuracy
 HW1921;SPC WV S     -   197,890.      710,020.      MT  (+/- 180 meters Scaled)
 HW1921
 HW1921                          SUPERSEDED SURVEY CONTROL
 HW1921
 HW1921  NGVD 29 (??/??/92)  915.197  (m)         3002.61   (f) ADJ UNCH    2 0
 HW1921
 HW1921.Superseded values are not recommended for survey control.
 HW1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1921.See file dsdata.txt to determine how the superseded data were derived.
 HW1921
 HW1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC099926(NAD 83)
 HW1921_MARKER: DB = BENCH MARK DISK
 HW1921_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW1921_STAMPING: G 283 1962
 HW1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1921
 HW1921  HISTORY     - Date     Condition        Report By
 HW1921  HISTORY     - 1962     MONUMENTED       CGS
 HW1921  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1921  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1921
 HW1921                          STATION DESCRIPTION
 HW1921
 HW1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1921'1.8 MI SW FROM GLADY.
 HW1921'ABOUT 0.45 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HW1921'OFFICE AT GLADY, THENCE ABOUT 1.3 MILES SOUTHWEST ALONG THE
 HW1921'WESTERN MARYLAND RAILWAY, 0.25 MILE NORTHEAST OF MILEPOST E 26,
 HW1921'SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK THAT IS ABOUT
 HW1921'50 YARDS LONG, 11 FEET NORTHWEST OF THE NORTHWEST RAIL, 45
 HW1921'FEET SOUTHWEST OF THE NORTHEAST END OF THE CUT, ABOUT 60 YARDS
 HW1921'SOUTHWEST OF THE CENTER OF THE CROSSING OF A DIM ROAD, AND
 HW1921'ABOUT 3 FEET ABOVE THE LEVEL OF THE RAIL.
 HW1921
 HW1921                          STATION RECOVERY (1983)
 HW1921
 HW1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1921'MARK NOT FOUND.
 HW1921
 HW1921                          STATION RECOVERY (1983)
 HW1921
 HW1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1404 ***********************************************************************
 GX1404  DESIGNATION -  G 284
 GX1404  PID         -  GX1404
 GX1404  STATE/COUNTY-  WV/MERCER
 GX1404  USGS QUAD   -  PRINCETON (1976)
 GX1404
 GX1404                         *CURRENT SURVEY CONTROL
 GX1404  ___________________________________________________________________
 GX1404* NAD 83(1986)-  37 18 10.     (N)    081 04 09.     (W)     SCALED    
 GX1404* NAVD 88     -       613.357  (meters)    2012.32   (feet)  ADJUSTED  
 GX1404  ___________________________________________________________________
 GX1404  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX1404  DYNAMIC HT  -         612.807 (meters)    2010.52  (feet)  COMP
 GX1404  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 GX1404
 GX1404  VERT ORDER  -  FIRST     CLASS II
 GX1404
 GX1404.The horizontal coordinates were scaled from a topographic map and have
 GX1404.an estimated accuracy of +/- 6 seconds.
 GX1404
 GX1404.The orthometric height was determined by differential leveling
 GX1404.and adjusted by the National Geodetic Survey in June 1991..
 GX1404
 GX1404.The geoid height was determined by GEOID03.
 GX1404
 GX1404.The dynamic height is computed by dividing the NAVD 88
 GX1404.geopotential number by the normal gravity value computed on the
 GX1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1404.degrees latitude (g = 980.6199 gals.).
 GX1404
 GX1404.The modeled gravity was interpolated from observed gravity values.
 GX1404
 GX1404;                    North         East    Units  Estimated Accuracy
 GX1404;SPC WV S     -    33,610.      593,870.      MT  (+/- 180 meters Scaled)
 GX1404
 GX1404                          SUPERSEDED SURVEY CONTROL
 GX1404
 GX1404  NGVD 29 (??/??/92)  613.463  (m)         2012.67   (f) ADJ UNCH    1 2
 GX1404
 GX1404.Superseded values are not recommended for survey control.
 GX1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1404.See file dsdata.txt to determine how the superseded data were derived.
 GX1404
 GX1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB938284(NAD 83)
 GX1404_MARKER: DB = BENCH MARK DISK
 GX1404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1404_SP_SET: CONCRETE BLOCK
 GX1404_STAMPING: G 284 1965
 GX1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX1404+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 GX1404
 GX1404  HISTORY     - Date     Condition        Report By
 GX1404  HISTORY     - 1965     MONUMENTED       CGS
 GX1404  HISTORY     - 1980     GOOD             LOCSUR
 GX1404  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1404  HISTORY     - 20040316 GOOD             NSRR
 GX1404
 GX1404                          STATION DESCRIPTION
 GX1404
 GX1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1404'7.2 MI W FROM OAKVALE.
 GX1404'7.2 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1404'THE STATION AT OAKVALE, ABOUT 0.15 MILE SOUTHWEST OF MILEPOST
 GX1404'N-354, 63 FEET NORTH OF THE NORTH CORNER OF THE RAILROAD BRIDGE
 GX1404'OVER THE EAST RIVER, SET IN THE TOP OF A 8-BY-10 FOOT CONCRETE
 GX1404'BLOCK PROJECTING 1 FOOT, 3.1 FEET SOUTH OF THE NORTH CORNER OF
 GX1404'THE BLOCK, 25.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GX1404'WESTBOUND TRACK AND ABOUT LEVEL WITH THE TRACK.
 GX1404
 GX1404                          STATION RECOVERY (1980)
 GX1404
 GX1404'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1404'RECOVERED IN GOOD CONDITION.
 GX1404
 GX1404                          STATION RECOVERY (1984)
 GX1404
 GX1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1404'NOT RECOVERED, INACCESSIBLE TO THE NEW LINE ROUTE.
 GX1404
 GX1404                          STATION RECOVERY (2004)
 GX1404
 GX1404'RECOVERY NOTE BY NORFOLK SOUTHERN RAILROAD 2004 (FRS)
 GX1404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1924 ***********************************************************************
 HW1924  DESIGNATION -  G 3
 HW1924  PID         -  HW1924
 HW1924  STATE/COUNTY-  WV/RANDOLPH
 HW1924  USGS QUAD   -  WILDELL (1995)
 HW1924
 HW1924                         *CURRENT SURVEY CONTROL
 HW1924  ___________________________________________________________________
 HW1924* NAD 83(1986)-  38 44 20.     (N)    079 45 59.     (W)     SCALED    
 HW1924* NAVD 88     -       952.732  (meters)    3125.75   (feet)  POSTED    
 HW1924  ___________________________________________________________________
 HW1924  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HW1924  DYNAMIC HT  -         951.990 (meters)    3123.32  (feet)  COMP
 HW1924  MODELED GRAV-     979,818.0   (mgal)                       NAVD 88
 HW1924
 HW1924  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HW1924
 HW1924.The horizontal coordinates were scaled from a topographic map and have
 HW1924.an estimated accuracy of +/- 6 seconds.
 HW1924
 HW1924.The orthometric height was determined by differential leveling
 HW1924.and adjusted by the National Geodetic Survey in 1992..
 HW1924.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HW1924.rate of 2.1 thru 3.0 mm/km.
 HW1924
 HW1924.The geoid height was determined by GEOID03.
 HW1924
 HW1924.The dynamic height is computed by dividing the NAVD 88
 HW1924.geopotential number by the normal gravity value computed on the
 HW1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1924.degrees latitude (g = 980.6199 gals.).
 HW1924
 HW1924.The modeled gravity was interpolated from observed gravity values.
 HW1924
 HW1924;                    North         East    Units  Estimated Accuracy
 HW1924;SPC WV S     -   193,720.      707,250.      MT  (+/- 180 meters Scaled)
 HW1924
 HW1924                          SUPERSEDED SURVEY CONTROL
 HW1924
 HW1924  NGVD 29 (??/??/92)  952.858  (m)         3126.17   (f) ADJ UNCH    1 2
 HW1924
 HW1924.Superseded values are not recommended for survey control.
 HW1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1924.See file dsdata.txt to determine how the superseded data were derived.
 HW1924
 HW1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC072885(NAD 83)
 HW1924_MARKER: DB = BENCH MARK DISK
 HW1924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1924_SP_SET: CULVERT
 HW1924_STAMPING: G 3 1934
 HW1924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1924
 HW1924  HISTORY     - Date     Condition        Report By
 HW1924  HISTORY     - 1934     MONUMENTED       CGS
 HW1924  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1924  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1924
 HW1924                          STATION DESCRIPTION
 HW1924
 HW1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1924'4.7 MI SW FROM GLADY.
 HW1924'4.7 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM
 HW1924'THE STATION AT GLADY, RANDOLPH COUNTY, 0.4 MILE SOUTHWEST OF
 HW1924'MILEPOST E 29, AT A CULVERT, IN THE TOP OF THE SOUTH END OF
 HW1924'THE WEST HEADWALL, 4 YARDS WEST OF THE CENTERLINE OF THE TRACK,
 HW1924'AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 HW1924'STAMPED G 3 1934.
 HW1924
 HW1924                          STATION RECOVERY (1983)
 HW1924
 HW1924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1924'MARK NOT FOUND.
 HW1924
 HW1924                          STATION RECOVERY (1983)
 HW1924
 HW1924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1511 ***********************************************************************
 GX1511  DESIGNATION -  G 30
 GX1511  PID         -  GX1511
 GX1511  STATE/COUNTY-  WV/MERCER
 GX1511  USGS QUAD   -  BLUEFIELD (1979)
 GX1511
 GX1511                         *CURRENT SURVEY CONTROL
 GX1511  ___________________________________________________________________
 GX1511* NAD 83(1986)-  37 16 11.     (N)    081 13 20.     (W)     SCALED    
 GX1511* NAVD 88     -       782.994  (meters)    2568.87   (feet)  ADJUSTED  
 GX1511  ___________________________________________________________________
 GX1511  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GX1511  DYNAMIC HT  -         782.288 (meters)    2566.56  (feet)  COMP
 GX1511  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 GX1511
 GX1511  VERT ORDER  -  FIRST     CLASS II
 GX1511
 GX1511.The horizontal coordinates were scaled from a topographic map and have
 GX1511.an estimated accuracy of +/- 6 seconds.
 GX1511
 GX1511.The orthometric height was determined by differential leveling
 GX1511.and adjusted by the National Geodetic Survey in June 1991..
 GX1511
 GX1511.The geoid height was determined by GEOID03.
 GX1511
 GX1511.The dynamic height is computed by dividing the NAVD 88
 GX1511.geopotential number by the normal gravity value computed on the
 GX1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1511.degrees latitude (g = 980.6199 gals.).
 GX1511
 GX1511.The modeled gravity was interpolated from observed gravity values.
 GX1511
 GX1511;                    North         East    Units  Estimated Accuracy
 GX1511;SPC WV S     -    29,960.      580,290.      MT  (+/- 180 meters Scaled)
 GX1511
 GX1511                          SUPERSEDED SURVEY CONTROL
 GX1511
 GX1511  NGVD 29 (??/??/92)  783.076  (m)         2569.14   (f) ADJ UNCH    1 2
 GX1511
 GX1511.Superseded values are not recommended for survey control.
 GX1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1511.See file dsdata.txt to determine how the superseded data were derived.
 GX1511
 GX1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB802248(NAD 83)
 GX1511_MARKER: DB = BENCH MARK DISK
 GX1511_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GX1511_STAMPING: G 30 1934
 GX1511_MARK LOGO: CGS   
 GX1511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1511+STABILITY: POSITION/ELEVATION WELL
 GX1511
 GX1511  HISTORY     - Date     Condition        Report By
 GX1511  HISTORY     - 1934     MONUMENTED       CGS
 GX1511  HISTORY     - 1965     GOOD             NGS
 GX1511  HISTORY     - 1982     GOOD             USGS
 GX1511  HISTORY     - 1984     GOOD             NGS
 GX1511
 GX1511                          STATION DESCRIPTION
 GX1511
 GX1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1511'AT BLUEFIELD.
 GX1511'AT BLUEFIELD, NEAR THE JUNCTION OF PRINCETON AVENUE AND FEDERAL
 GX1511'STREET, SET VERTICALLY IN THE NORTH FACE NEAR THE NORTHWEST
 GX1511'CORNER OF THE ALFRED LAND JEWELERY STORE (FORMERLY THE FIRST
 GX1511'NATIONAL BANK BUILDING) 14 FEET SOUTH OF THE SOUTH CURB OF
 GX1511'PRINCETON AVENUE, 12 FEET EAST OF THE EAST CURB OF FEDERAL STREET,
 GX1511'1.4 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING, 1.2 FEET
 GX1511'ABOVE THE LEVEL OF THE SIDEWALK AND ABOUT 2 FEET HIGHER THAN THE
 GX1511'STREET.
 GX1511
 GX1511                          STATION RECOVERY (1982)
 GX1511
 GX1511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 GX1511'RECOVERED IN GOOD CONDITION.
 GX1511
 GX1511                          STATION RECOVERY (1984)
 GX1511
 GX1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0747 ***********************************************************************
 JW0747  DESIGNATION -  G 31
 JW0747  PID         -  JW0747
 JW0747  STATE/COUNTY-  WV/MINERAL
 JW0747  USGS QUAD   -  KITZMILLER (1981)
 JW0747
 JW0747                         *CURRENT SURVEY CONTROL
 JW0747  ___________________________________________________________________
 JW0747* NAD 83(1986)-  39 23 22.     (N)    079 10 11.     (W)     SCALED    
 JW0747* NAVD 88     -       470.507  (meters)    1543.65   (feet)  ADJUSTED  
 JW0747  ___________________________________________________________________
 JW0747  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JW0747  DYNAMIC HT  -         470.191 (meters)    1542.62  (feet)  COMP
 JW0747  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 JW0747
 JW0747  VERT ORDER  -  SECOND    CLASS 0
 JW0747
 JW0747.The horizontal coordinates were scaled from a topographic map and have
 JW0747.an estimated accuracy of +/- 6 seconds.
 JW0747
 JW0747.The orthometric height was determined by differential leveling
 JW0747.and adjusted by the National Geodetic Survey in June 1991..
 JW0747
 JW0747.The geoid height was determined by GEOID03.
 JW0747
 JW0747.The dynamic height is computed by dividing the NAVD 88
 JW0747.geopotential number by the normal gravity value computed on the
 JW0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0747.degrees latitude (g = 980.6199 gals.).
 JW0747
 JW0747.The modeled gravity was interpolated from observed gravity values.
 JW0747
 JW0747;                    North         East    Units  Estimated Accuracy
 JW0747;SPC WV N     -    98,800.      628,450.      MT  (+/- 180 meters Scaled)
 JW0747
 JW0747                          SUPERSEDED SURVEY CONTROL
 JW0747
 JW0747  NGVD 29 (??/??/92)  470.668  (m)         1544.18   (f) ADJ UNCH    2 0
 JW0747
 JW0747.Superseded values are not recommended for survey control.
 JW0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0747.See file dsdata.txt to determine how the superseded data were derived.
 JW0747
 JW0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD576615(NAD 83)
 JW0747_MARKER: DB = BENCH MARK DISK
 JW0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0747_STAMPING: G 31 1935
 JW0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0747+STABILITY: SURFACE MOTION
 JW0747
 JW0747  HISTORY     - Date     Condition        Report By
 JW0747  HISTORY     - 1935     MONUMENTED       CGS
 JW0747
 JW0747                          STATION DESCRIPTION
 JW0747
 JW0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0747'1.9 MI S FROM CHAFFEE.
 JW0747'1.9 MILES SOUTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0747'POTOMAC RIVER BRIDGE AT CHAFFEE, MINERAL COUNTY, 7 POLES SOUTHWEST
 JW0747'OF MILEPOST C 43, 57 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JW0747'TRACK NEAR A WOODEN GATE, 2 FEET WEST OF THE FENCE, AND 4 FEET
 JW0747'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 31 1935 AND
 JW0747'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2959 ***********************************************************************
 KY2959  DESIGNATION -  G 312
 KY2959  PID         -  KY2959
 KY2959  STATE/COUNTY-  WV/HANCOCK
 KY2959  USGS QUAD   -  WELLSVILLE (1994)
 KY2959
 KY2959                         *CURRENT SURVEY CONTROL
 KY2959  ___________________________________________________________________
 KY2959* NAD 83(1986)-  40 33 29.     (N)    080 38 09.     (W)     SCALED    
 KY2959* NAVD 88     -       218.868  (meters)     718.07   (feet)  ADJUSTED  
 KY2959  ___________________________________________________________________
 KY2959  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KY2959  DYNAMIC HT  -         218.754 (meters)     717.70  (feet)  COMP
 KY2959  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 KY2959
 KY2959  VERT ORDER  -  FIRST     CLASS II
 KY2959
 KY2959.The horizontal coordinates were scaled from a topographic map and have
 KY2959.an estimated accuracy of +/- 6 seconds.
 KY2959
 KY2959.The orthometric height was determined by differential leveling
 KY2959.and adjusted by the National Geodetic Survey in June 1991..
 KY2959
 KY2959.The geoid height was determined by GEOID03.
 KY2959
 KY2959.The dynamic height is computed by dividing the NAVD 88
 KY2959.geopotential number by the normal gravity value computed on the
 KY2959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2959.degrees latitude (g = 980.6199 gals.).
 KY2959
 KY2959.The modeled gravity was interpolated from observed gravity values.
 KY2959
 KY2959;                    North         East    Units  Estimated Accuracy
 KY2959;SPC WV N     -   229,100.      503,800.      MT  (+/- 180 meters Scaled)
 KY2959
 KY2959                          SUPERSEDED SURVEY CONTROL
 KY2959
 KY2959.No superseded survey control is available for this station.
 KY2959
 KY2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE308897(NAD 83)
 KY2959_MARKER: I = METAL ROD
 KY2959_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KY2959+WITH SETTING: INFORMATION.
 KY2959_SP_SET: SHALLOW SET METAL ROD
 KY2959_STAMPING: G 312 1983
 KY2959_MARK LOGO: NGS   
 KY2959_PROJECTION: FLUSH
 KY2959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2959_ROD/PIPE-DEPTH: 2.7  meters
 KY2959
 KY2959  HISTORY     - Date     Condition        Report By
 KY2959  HISTORY     - 1983     MONUMENTED       NGS
 KY2959
 KY2959                          STATION DESCRIPTION
 KY2959
 KY2959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2959'7.6 KM (4.7 MI) NW FROM NEW CUMBERLAND.
 KY2959'7.6 KM (4.7 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 KY2959'IN NEW CUMBERLAND TO THE MARK ON THE RIGHT, AND ON PROPERTY OF THE
 KY2959'NESSLY CHAPEL UNITED METHODIST CHURCH, 23.62 METERS (77.5 FT)
 KY2959'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.44 METERS (8.0 FT)
 KY2959'NORTH-NORTHWEST OF THE CENTER OF A WALKWAY TO THE ENTRANCE OF THE NEW
 KY2959'ADDITION TO THE CHURCH, 0.73 METER (2.4 FT) SOUTH-SOUTHWEST OF THE
 KY2959'NORTH-NORTHWEST CORNER OF THE NEW ADDITION TO THE CHURCH AND STONE
 KY2959'PLAQUE (1826 - 1968).
 KY2959'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1045 ***********************************************************************
 JW1045  DESIGNATION -  G 313
 JW1045  PID         -  JW1045
 JW1045  STATE/COUNTY-  WV/MONONGALIA
 JW1045  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1045
 JW1045                         *CURRENT SURVEY CONTROL
 JW1045  ___________________________________________________________________
 JW1045* NAD 83(1986)-  39 42 27.     (N)    079 54 36.     (W)     SCALED    
 JW1045* NAVD 88     -       355.045  (meters)    1164.84   (feet)  ADJUSTED  
 JW1045  ___________________________________________________________________
 JW1045  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JW1045  DYNAMIC HT  -         354.837 (meters)    1164.16  (feet)  COMP
 JW1045  MODELED GRAV-     980,028.7   (mgal)                       NAVD 88
 JW1045
 JW1045  VERT ORDER  -  FIRST     CLASS II
 JW1045
 JW1045.The horizontal coordinates were scaled from a topographic map and have
 JW1045.an estimated accuracy of +/- 6 seconds.
 JW1045
 JW1045.The orthometric height was determined by differential leveling
 JW1045.and adjusted by the National Geodetic Survey in June 1991..
 JW1045
 JW1045.The geoid height was determined by GEOID03.
 JW1045
 JW1045.The dynamic height is computed by dividing the NAVD 88
 JW1045.geopotential number by the normal gravity value computed on the
 JW1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1045.degrees latitude (g = 980.6199 gals.).
 JW1045
 JW1045.The modeled gravity was interpolated from observed gravity values.
 JW1045
 JW1045;                    North         East    Units  Estimated Accuracy
 JW1045;SPC WV N     -   134,130.      564,840.      MT  (+/- 180 meters Scaled)
 JW1045
 JW1045                          SUPERSEDED SURVEY CONTROL
 JW1045
 JW1045.No superseded survey control is available for this station.
 JW1045
 JW1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND934958(NAD 83)
 JW1045_MARKER: I = METAL ROD
 JW1045_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1045+WITH SETTING: INFORMATION.
 JW1045_SP_SET: SHALLOW SET METAL ROD
 JW1045_STAMPING: G 313 1983
 JW1045_MARK LOGO: NGS   
 JW1045_PROJECTION: FLUSH
 JW1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1045_ROD/PIPE-DEPTH: 2.4  meters
 JW1045
 JW1045  HISTORY     - Date     Condition        Report By
 JW1045  HISTORY     - 1983     MONUMENTED       NGS
 JW1045
 JW1045                          STATION DESCRIPTION
 JW1045
 JW1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1045'4.5 KM (2.8 MI) SOUTH FROM POINT MARION PA.
 JW1045'4.5 KM (2.8 MI) SOUTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE IN
 JW1045'POINT MARION PA TO THE MARK ON THE LEFT, 11.58 METERS (38.0 FT) EAST
 JW1045'OF THE CENTERLINE OF THE HIGHWAY, 4.88 METERS (16.0 FT) NORTHWEST OF
 JW1045'THE CENTER OF A GRAVEL ROAD, 3.05 METERS (10.0 FT) WEST OF THE CENTER
 JW1045'OF A DRIVEWAY.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD,
 JW1045'DRIVEN TO REFUSAL AND ANCHORED.
 JW1045'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1730 ***********************************************************************
 JX1730  DESIGNATION -  G 314
 JX1730  PID         -  JX1730
 JX1730  STATE/COUNTY-  WV/WOOD
 JX1730  USGS QUAD   -  VALLEY MILLS (1994)
 JX1730
 JX1730                         *CURRENT SURVEY CONTROL
 JX1730  ___________________________________________________________________
 JX1730* NAD 83(1986)-  39 15 20.     (N)    081 29 02.     (W)     SCALED    
 JX1730* NAVD 88     -       238.471  (meters)     782.38   (feet)  ADJUSTED  
 JX1730  ___________________________________________________________________
 JX1730  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1730  DYNAMIC HT  -         238.324 (meters)     781.90  (feet)  COMP
 JX1730  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 JX1730
 JX1730  VERT ORDER  -  FIRST     CLASS II
 JX1730
 JX1730.The horizontal coordinates were scaled from a topographic map and have
 JX1730.an estimated accuracy of +/- 6 seconds.
 JX1730
 JX1730.The orthometric height was determined by differential leveling
 JX1730.and adjusted by the National Geodetic Survey in June 1991..
 JX1730
 JX1730.The geoid height was determined by GEOID03.
 JX1730
 JX1730.The dynamic height is computed by dividing the NAVD 88
 JX1730.geopotential number by the normal gravity value computed on the
 JX1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1730.degrees latitude (g = 980.6199 gals.).
 JX1730
 JX1730.The modeled gravity was interpolated from observed gravity values.
 JX1730
 JX1730;                    North         East    Units  Estimated Accuracy
 JX1730;SPC WV N     -    85,770.      428,780.      MT  (+/- 180 meters Scaled)
 JX1730
 JX1730                          SUPERSEDED SURVEY CONTROL
 JX1730
 JX1730.No superseded survey control is available for this station.
 JX1730
 JX1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD582452(NAD 83)
 JX1730_MARKER: DB = BENCH MARK DISK
 JX1730_SETTING: 66 = SET IN ROCK OUTCROP
 JX1730_SP_SET: ROCK OUTCROP
 JX1730_STAMPING: G 314 1983
 JX1730_MARK LOGO: NGS   
 JX1730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1730+STABILITY: POSITION/ELEVATION WELL
 JX1730
 JX1730  HISTORY     - Date     Condition        Report By
 JX1730  HISTORY     - 1983     MONUMENTED       NGS
 JX1730
 JX1730                          STATION DESCRIPTION
 JX1730
 JX1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1730'2.1 KM (1.35 MI) EAST FROM PARKERSBURG.
 JX1730'2.1 KM (1.35 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1730'INTERSTATE 77 IN PARKERSBURG TO THE MARK ON THE LEFT, 15.2 METERS
 JX1730'(50.0 FT) EAST OF THE CENTERLINE OF THE WESTBOUND LANE OF THE HIGHWAY.
 JX1730'THE MARK IS 1.9 METERS  N FROM A WITNESS POST.
 JX1730'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1793 ***********************************************************************
 JX1793  DESIGNATION -  G 315
 JX1793  PID         -  JX1793
 JX1793  STATE/COUNTY-  WV/MARION
 JX1793  USGS QUAD   -  FAIRMONT EAST (1976)
 JX1793
 JX1793                         *CURRENT SURVEY CONTROL
 JX1793  ___________________________________________________________________
 JX1793* NAD 83(1986)-  39 24 39.     (N)    080 03 12.     (W)     SCALED    
 JX1793* NAVD 88     -       470.589  (meters)    1543.92   (feet)  ADJUSTED  
 JX1793  ___________________________________________________________________
 JX1793  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JX1793  DYNAMIC HT  -         470.290 (meters)    1542.94  (feet)  COMP
 JX1793  MODELED GRAV-     979,978.9   (mgal)                       NAVD 88
 JX1793
 JX1793  VERT ORDER  -  FIRST     CLASS II
 JX1793
 JX1793.The horizontal coordinates were scaled from a topographic map and have
 JX1793.an estimated accuracy of +/- 6 seconds.
 JX1793
 JX1793.The orthometric height was determined by differential leveling
 JX1793.and adjusted by the National Geodetic Survey in June 1991..
 JX1793
 JX1793.The geoid height was determined by GEOID03.
 JX1793
 JX1793.The dynamic height is computed by dividing the NAVD 88
 JX1793.geopotential number by the normal gravity value computed on the
 JX1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1793.degrees latitude (g = 980.6199 gals.).
 JX1793
 JX1793.The modeled gravity was interpolated from observed gravity values.
 JX1793
 JX1793;                    North         East    Units  Estimated Accuracy
 JX1793;SPC WV N     -   101,270.      552,350.      MT  (+/- 180 meters Scaled)
 JX1793
 JX1793                          SUPERSEDED SURVEY CONTROL
 JX1793
 JX1793.No superseded survey control is available for this station.
 JX1793
 JX1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND814627(NAD 83)
 JX1793_MARKER: DB = BENCH MARK DISK
 JX1793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1793_SP_SET: CONCRETE FOUNDATION
 JX1793_STAMPING: G 315 1983
 JX1793_MARK LOGO: NGS   
 JX1793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1793
 JX1793  HISTORY     - Date     Condition        Report By
 JX1793  HISTORY     - 1983     MONUMENTED       NGS
 JX1793
 JX1793                          STATION DESCRIPTION
 JX1793
 JX1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1793'11.4 KM (7.1 MI) NORTH FROM GRAFTON.
 JX1793'11.4 KM (7.1 MI) NORTH ALONG STATE HIGHWAY 310 FROM THE JUNCTION OF
 JX1793'U.S. HIGHWAY 50 IN GRAFTON TO THE MARK ON THE LEFT, AT S AND D GROCERY
 JX1793'STORE, IN TOP OF THE SOUTH CORNER OF THE EXTENDED CONCRETE FOUNDATION
 JX1793'OF THE BUILDING, 27.73 METERS (91.0 FT) SOUTHWEST OF THE CENTERLINE OF
 JX1793'THE HIGHWAY, 4.93 METERS (16.2 FT) SOUTHWEST OF A LONE CEDAR TREE,
 JX1793'0.20 METER (0.7 FT) NORTH OF THE SOUTH CORNER OF THE FOUNDATION.
 JX1793'THE MARK IS 1.82 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1682 ***********************************************************************
 JX1682  DESIGNATION -  G 316
 JX1682  PID         -  JX1682
 JX1682  STATE/COUNTY-  WV/MARSHALL
 JX1682  USGS QUAD   -  POWHATAN POINT (1984)
 JX1682
 JX1682                         *CURRENT SURVEY CONTROL
 JX1682  ___________________________________________________________________
 JX1682* NAD 83(1986)-  39 49 34.     (N)    080 48 50.     (W)     SCALED    
 JX1682* NAVD 88     -       210.203  (meters)     689.64   (feet)  ADJUSTED  
 JX1682  ___________________________________________________________________
 JX1682  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JX1682  DYNAMIC HT  -         210.086 (meters)     689.26  (feet)  COMP
 JX1682  MODELED GRAV-     980,066.5   (mgal)                       NAVD 88
 JX1682
 JX1682  VERT ORDER  -  FIRST     CLASS II
 JX1682
 JX1682.The horizontal coordinates were scaled from a topographic map and have
 JX1682.an estimated accuracy of +/- 6 seconds.
 JX1682
 JX1682.The orthometric height was determined by differential leveling
 JX1682.and adjusted by the National Geodetic Survey in June 1991..
 JX1682
 JX1682.The geoid height was determined by GEOID03.
 JX1682
 JX1682.The dynamic height is computed by dividing the NAVD 88
 JX1682.geopotential number by the normal gravity value computed on the
 JX1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1682.degrees latitude (g = 980.6199 gals.).
 JX1682
 JX1682.The modeled gravity was interpolated from observed gravity values.
 JX1682
 JX1682;                    North         East    Units  Estimated Accuracy
 JX1682;SPC WV N     -   148,050.      487,530.      MT  (+/- 180 meters Scaled)
 JX1682
 JX1682                          SUPERSEDED SURVEY CONTROL
 JX1682
 JX1682.No superseded survey control is available for this station.
 JX1682
 JX1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE159084(NAD 83)
 JX1682_MARKER: I = METAL ROD
 JX1682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1682_SP_SET: STAINLESS STEEL ROD
 JX1682_STAMPING: G 316 1983
 JX1682_MARK LOGO: NGS   
 JX1682_PROJECTION: FLUSH
 JX1682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1682_ROD/PIPE-DEPTH: 18.2 meters
 JX1682
 JX1682  HISTORY     - Date     Condition        Report By
 JX1682  HISTORY     - 1983     MONUMENTED       NGS
 JX1682
 JX1682                          STATION DESCRIPTION
 JX1682
 JX1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1682'4.2 KM (2.6 MI) NE FROM FRANKLIN.
 JX1682'4.2 KM (2.6 MI) NORTHEAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 JX1682'BURCH RIDGE ROAD IN FRANKLIN TO THE ENTRANCE DRIVE TO THE OHIO POWER
 JX1682'COMPANY - MITCHELL PLANT AND THE MARK ON THE LEFT, 20.69 METERS
 JX1682'(67.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 12.98 METERS
 JX1682'(42.6 FT) SOUTH OF THE CENTER OF THE ENTRANCE DRIVE, 6.34 METERS
 JX1682'(20.8 FT) EAST OF THE EAST ONE OF FOUR STEEL PIPES, 2.25 METERS
 JX1682'(7.4 FT) WEST OF A CHAIN LINK FENCE, 1.07 METERS (3.5 FT) NORTH OF
 JX1682'UTILITY POLE 9023854.
 JX1682'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1104 ***********************************************************************
 JW1104  DESIGNATION -  G 317
 JW1104  PID         -  JW1104
 JW1104  STATE/COUNTY-  WV/PRESTON
 JW1104  USGS QUAD   -  THORNTON (1976)
 JW1104
 JW1104                         *CURRENT SURVEY CONTROL
 JW1104  ___________________________________________________________________
 JW1104* NAD 83(1986)-  39 20 01.     (N)    079 53 02.     (W)     SCALED    
 JW1104* NAVD 88     -       404.400  (meters)    1326.77   (feet)  ADJUSTED  
 JW1104  ___________________________________________________________________
 JW1104  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JW1104  DYNAMIC HT  -         404.142 (meters)    1325.92  (feet)  COMP
 JW1104  MODELED GRAV-     979,977.6   (mgal)                       NAVD 88
 JW1104
 JW1104  VERT ORDER  -  FIRST     CLASS II
 JW1104
 JW1104.The horizontal coordinates were scaled from a topographic map and have
 JW1104.an estimated accuracy of +/- 6 seconds.
 JW1104
 JW1104.The orthometric height was determined by differential leveling
 JW1104.and adjusted by the National Geodetic Survey in June 1991..
 JW1104
 JW1104.The geoid height was determined by GEOID03.
 JW1104
 JW1104.The dynamic height is computed by dividing the NAVD 88
 JW1104.geopotential number by the normal gravity value computed on the
 JW1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1104.degrees latitude (g = 980.6199 gals.).
 JW1104
 JW1104.The modeled gravity was interpolated from observed gravity values.
 JW1104
 JW1104;                    North         East    Units  Estimated Accuracy
 JW1104;SPC WV N     -    92,620.      566,900.      MT  (+/- 180 meters Scaled)
 JW1104
 JW1104                          SUPERSEDED SURVEY CONTROL
 JW1104
 JW1104.No superseded survey control is available for this station.
 JW1104
 JW1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND961543(NAD 83)
 JW1104_MARKER: DB = BENCH MARK DISK
 JW1104_SETTING: 66 = SET IN ROCK OUTCROP
 JW1104_SP_SET: ROCK OUTCROP
 JW1104_STAMPING: G 317 1983
 JW1104_MARK LOGO: NGS   
 JW1104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1104+STABILITY: POSITION/ELEVATION WELL
 JW1104
 JW1104  HISTORY     - Date     Condition        Report By
 JW1104  HISTORY     - 1983     MONUMENTED       NGS
 JW1104
 JW1104                          STATION DESCRIPTION
 JW1104
 JW1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1104'13.7 KM (8.5 MI) EAST FROM GRAFTON.
 JW1104'13.7 KM (8.5 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION OF
 JW1104'STATE HIGHWAY 119 IN GRAFTON TO THE MARK ON THE LEFT, IN TOP OF A
 JW1104'16- BY 14-FOOT ROCK OUTCROP ON THE WEST SIDE OF THE LAWN OF A SINGLE
 JW1104'STORY FRAME HOUSE, 1.1 KM (0.7 MI) EAST OF THE TAYLOR COUNTY LINE,
 JW1104'14.93 METERS (49.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 JW1104'20.57 METERS (67.5 FT) WEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 JW1104'4.41 METERS (14.5 FT) SOUTHWEST OF A 6-INCH SPRUCE TREE, 0.54 METER
 JW1104'(1.8 FT) WEST OF THE EAST END OF THE OUTCROP.
 JW1104'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1754 ***********************************************************************
 JX1754  DESIGNATION -  G 319
 JX1754  PID         -  JX1754
 JX1754  STATE/COUNTY-  WV/DODDRIDGE
 JX1754  USGS QUAD   -  WEST UNION (1987)
 JX1754
 JX1754                         *CURRENT SURVEY CONTROL
 JX1754  ___________________________________________________________________
 JX1754* NAD 83(1986)-  39 16 27.     (N)    080 51 54.     (W)     SCALED    
 JX1754* NAVD 88     -       310.464  (meters)    1018.58   (feet)  ADJUSTED  
 JX1754  ___________________________________________________________________
 JX1754  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JX1754  DYNAMIC HT  -         310.272 (meters)    1017.95  (feet)  COMP
 JX1754  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 JX1754
 JX1754  VERT ORDER  -  FIRST     CLASS II
 JX1754
 JX1754.The horizontal coordinates were scaled from a topographic map and have
 JX1754.an estimated accuracy of +/- 6 seconds.
 JX1754
 JX1754.The orthometric height was determined by differential leveling
 JX1754.and adjusted by the National Geodetic Survey in June 1991..
 JX1754
 JX1754.The geoid height was determined by GEOID03.
 JX1754
 JX1754.The dynamic height is computed by dividing the NAVD 88
 JX1754.geopotential number by the normal gravity value computed on the
 JX1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1754.degrees latitude (g = 980.6199 gals.).
 JX1754
 JX1754.The modeled gravity was interpolated from observed gravity values.
 JX1754
 JX1754;                    North         East    Units  Estimated Accuracy
 JX1754;SPC WV N     -    86,840.      482,220.      MT  (+/- 180 meters Scaled)
 JX1754
 JX1754                          SUPERSEDED SURVEY CONTROL
 JX1754
 JX1754.No superseded survey control is available for this station.
 JX1754
 JX1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND116472(NAD 83)
 JX1754_MARKER: DB = BENCH MARK DISK
 JX1754_SETTING: 66 = SET IN ROCK OUTCROP
 JX1754_SP_SET: ROCK OUTCROP
 JX1754_STAMPING: G 319 1983
 JX1754_MARK LOGO: NGS   
 JX1754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1754+STABILITY: POSITION/ELEVATION WELL
 JX1754
 JX1754  HISTORY     - Date     Condition        Report By
 JX1754  HISTORY     - 1983     MONUMENTED       NGS
 JX1754
 JX1754                          STATION DESCRIPTION
 JX1754
 JX1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1754'8.5 KM (5.3 MI) EAST FROM PENNSBORO.
 JX1754'8.5 KM (5.3 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1754'HIGHWAY 74 IN PENNSBORO TO THE MARK ON THE LEFT, ALSO 8.0 KM (5.65 MI)
 JX1754'WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE HIGHWAY 18 AT
 JX1754'THE SOUTH EDGE OF WEST UNION, 11.5 METERS (38.0 FT) NORTH OF THE
 JX1754'CENTERLINE OF THE WESTBOUND LANE OF THE HIGHWAY.
 JX1754'THE MARK IS 0.60 METERS  E FROM A WITNESS POST.
 JX1754'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0712 ***********************************************************************
 JW0712  DESIGNATION -  G 32
 JW0712  PID         -  JW0712
 JW0712  STATE/COUNTY-  WV/GRANT
 JW0712  USGS QUAD   -  GREENLAND GAP (1981)
 JW0712
 JW0712                         *CURRENT SURVEY CONTROL
 JW0712  ___________________________________________________________________
 JW0712* NAD 83(1986)-  39 08 42.     (N)    079 12 06.     (W)     SCALED    
 JW0712* NAVD 88     -       516.236  (meters)    1693.68   (feet)  ADJUSTED  
 JW0712  ___________________________________________________________________
 JW0712  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JW0712  DYNAMIC HT  -         515.885 (meters)    1692.53  (feet)  COMP
 JW0712  MODELED GRAV-     979,931.8   (mgal)                       NAVD 88
 JW0712
 JW0712  VERT ORDER  -  SECOND    CLASS 0
 JW0712
 JW0712.The horizontal coordinates were scaled from a topographic map and have
 JW0712.an estimated accuracy of +/- 6 seconds.
 JW0712
 JW0712.The orthometric height was determined by differential leveling
 JW0712.and adjusted by the National Geodetic Survey in June 1991..
 JW0712
 JW0712.The geoid height was determined by GEOID03.
 JW0712
 JW0712.The dynamic height is computed by dividing the NAVD 88
 JW0712.geopotential number by the normal gravity value computed on the
 JW0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0712.degrees latitude (g = 980.6199 gals.).
 JW0712
 JW0712.The modeled gravity was interpolated from observed gravity values.
 JW0712
 JW0712;                    North         East    Units  Estimated Accuracy
 JW0712;SPC WV N     -    71,650.      625,790.      MT  (+/- 180 meters Scaled)
 JW0712
 JW0712                          SUPERSEDED SURVEY CONTROL
 JW0712
 JW0712  NGVD 29 (??/??/92)  516.366  (m)         1694.11   (f) ADJ UNCH    2 0
 JW0712
 JW0712.Superseded values are not recommended for survey control.
 JW0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0712.See file dsdata.txt to determine how the superseded data were derived.
 JW0712
 JW0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD554344(NAD 83)
 JW0712_MARKER: DB = BENCH MARK DISK
 JW0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0712_STAMPING: G 32 1935
 JW0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0712+STABILITY: SURFACE MOTION
 JW0712
 JW0712  HISTORY     - Date     Condition        Report By
 JW0712  HISTORY     - 1935     MONUMENTED       CGS
 JW0712  HISTORY     - 1962     GOOD             NGS
 JW0712
 JW0712                          STATION DESCRIPTION
 JW0712
 JW0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0712'12.2 MI SE FROM MOUNT STORM.
 JW0712'ABOUT 12.2 MILES SOUTHEAST ALONG STATE HIGHWAY 42 FROM THE
 JW0712'JUNCTION WITH U.S. HIGHWAY 50 AT MOUNT STORM, GRANT COUNTY, ABOUT
 JW0712'160 FEET WEST OF A LARGE UNPAINTED FRAME HOUSE, 56.5 FEET
 JW0712'NORTHWEST OF THE NORTHWEST END OF AN UNUSED CONOCO SERVICE
 JW0712'STATION, 22.2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JW0712'3 FEET NORTHWEST OF A FENCE CORNER, AND 1.2 FEET EAST OF A WHITE
 JW0712'WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED G 32 1935
 JW0712'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 JW0712
 JW0712                          STATION RECOVERY (1962)
 JW0712
 JW0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JW0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1777 ***********************************************************************
 JX1777  DESIGNATION -  G 320
 JX1777  PID         -  JX1777
 JX1777  STATE/COUNTY-  WV/TAYLOR
 JX1777  USGS QUAD   -  ROSEMONT (1976)
 JX1777
 JX1777                         *CURRENT SURVEY CONTROL
 JX1777  ___________________________________________________________________
 JX1777* NAD 83(1986)-  39 18 07.     (N)    080 10 53.     (W)     SCALED    
 JX1777* NAVD 88     -       380.298  (meters)    1247.69   (feet)  ADJUSTED  
 JX1777  ___________________________________________________________________
 JX1777  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JX1777  DYNAMIC HT  -         380.059 (meters)    1246.91  (feet)  COMP
 JX1777  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 JX1777
 JX1777  VERT ORDER  -  FIRST     CLASS II
 JX1777
 JX1777.The horizontal coordinates were scaled from a topographic map and have
 JX1777.an estimated accuracy of +/- 6 seconds.
 JX1777
 JX1777.The orthometric height was determined by differential leveling
 JX1777.and adjusted by the National Geodetic Survey in June 1991..
 JX1777
 JX1777.The geoid height was determined by GEOID03.
 JX1777
 JX1777.The dynamic height is computed by dividing the NAVD 88
 JX1777.geopotential number by the normal gravity value computed on the
 JX1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1777.degrees latitude (g = 980.6199 gals.).
 JX1777
 JX1777.The modeled gravity was interpolated from observed gravity values.
 JX1777
 JX1777;                    North         East    Units  Estimated Accuracy
 JX1777;SPC WV N     -    89,250.      541,230.      MT  (+/- 180 meters Scaled)
 JX1777
 JX1777                          SUPERSEDED SURVEY CONTROL
 JX1777
 JX1777.No superseded survey control is available for this station.
 JX1777
 JX1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND705506(NAD 83)
 JX1777_MARKER: DB = BENCH MARK DISK
 JX1777_SETTING: 66 = SET IN ROCK OUTCROP
 JX1777_SP_SET: ROCK OUTCROP
 JX1777_STAMPING: G 320 1983
 JX1777_MARK LOGO: NGS   
 JX1777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1777+STABILITY: POSITION/ELEVATION WELL
 JX1777
 JX1777  HISTORY     - Date     Condition        Report By
 JX1777  HISTORY     - 1983     MONUMENTED       NGS
 JX1777
 JX1777                          STATION DESCRIPTION
 JX1777
 JX1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1777'7.0 KM (4.35 MI) EAST FROM BRIDGEPORT.
 JX1777'7.0 KM (4.35 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE BRIDGEPORT BANK
 JX1777'IN BRIDGEPORT TO THE MARK ON THE LEFT, 6.2 METERS (20.5 FT) NORTH OF
 JX1777'THE CENTERLINE OF THE HIGHWAY.
 JX1777'THE MARK IS 0.60 METERS  NE FROM A WITNESS POST.
 JX1777'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1815 ***********************************************************************
 JX1815  DESIGNATION -  G 322
 JX1815  PID         -  JX1815
 JX1815  STATE/COUNTY-  WV/BARBOUR
 JX1815  USGS QUAD   -  PHILIPPI (1977)
 JX1815
 JX1815                         *CURRENT SURVEY CONTROL
 JX1815  ___________________________________________________________________
 JX1815* NAD 83(1986)-  39 12 12.     (N)    080 03 04.     (W)     SCALED    
 JX1815* NAVD 88     -       447.729  (meters)    1468.92   (feet)  ADJUSTED  
 JX1815  ___________________________________________________________________
 JX1815  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JX1815  DYNAMIC HT  -         447.440 (meters)    1467.98  (feet)  COMP
 JX1815  MODELED GRAV-     979,967.9   (mgal)                       NAVD 88
 JX1815
 JX1815  VERT ORDER  -  FIRST     CLASS II
 JX1815
 JX1815.The horizontal coordinates were scaled from a topographic map and have
 JX1815.an estimated accuracy of +/- 6 seconds.
 JX1815
 JX1815.The orthometric height was determined by differential leveling
 JX1815.and adjusted by the National Geodetic Survey in June 1991..
 JX1815
 JX1815.The geoid height was determined by GEOID03.
 JX1815
 JX1815.The dynamic height is computed by dividing the NAVD 88
 JX1815.geopotential number by the normal gravity value computed on the
 JX1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1815.degrees latitude (g = 980.6199 gals.).
 JX1815
 JX1815.The modeled gravity was interpolated from observed gravity values.
 JX1815
 JX1815;                    North         East    Units  Estimated Accuracy
 JX1815;SPC WV N     -    78,230.      552,400.      MT  (+/- 180 meters Scaled)
 JX1815
 JX1815                          SUPERSEDED SURVEY CONTROL
 JX1815
 JX1815.No superseded survey control is available for this station.
 JX1815
 JX1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND819397(NAD 83)
 JX1815_MARKER: DB = BENCH MARK DISK
 JX1815_SETTING: 66 = SET IN ROCK OUTCROP
 JX1815_SP_SET: ROCK OUTCROP
 JX1815_STAMPING: G 322 1983
 JX1815_MARK LOGO: NGS   
 JX1815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1815+STABILITY: POSITION/ELEVATION WELL
 JX1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1815+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2003
 JX1815
 JX1815  HISTORY     - Date     Condition        Report By
 JX1815  HISTORY     - 1983     MONUMENTED       NGS
 JX1815  HISTORY     - 20030319 GOOD             INDIV
 JX1815
 JX1815                          STATION DESCRIPTION
 JX1815
 JX1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1815'7.1 KM (4.4 MI) NORTH FROM PHILIPPI.
 JX1815'7.1 KM (4.4 MI) NORTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JX1815'PHILIPPI TO THE MARK ON THE RIGHT, SET IN TOP OF THE NORTH END OF A
 JX1815'SMALL ROCK LEDGE, 5.79 METERS (19.0 FT) EAST OF THE CENTERLINE OF THE
 JX1815'HIGHWAY, 19.81 METERS (65.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 JX1815'LEADING NORTHEAST, 0.55 METER (1.8 FT) NORTH OF A GUY WIRE TO A
 JX1815'UTILITY POLE ANCHORED IN THE ROCK.
 JX1815'THE MARK IS 0.5 M ABOVE HIGHWAY.
 JX1815
 JX1815                          STATION RECOVERY (2003)
 JX1815
 JX1815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GMH)
 JX1815'REQUIRED DIGGING OUT DUE TO HILLSIDE CREEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1711 ***********************************************************************
 JX1711  DESIGNATION -  G 323
 JX1711  PID         -  JX1711
 JX1711  STATE/COUNTY-  WV/PLEASANTS
 JX1711  USGS QUAD   -  WILLOW ISLAND (1994)
 JX1711
 JX1711                         *CURRENT SURVEY CONTROL
 JX1711  ___________________________________________________________________
 JX1711* NAD 83(1986)-  39 20 01.     (N)    081 22 00.     (W)     SCALED    
 JX1711* NAVD 88     -       188.800  (meters)     619.42   (feet)  ADJUSTED  
 JX1711  ___________________________________________________________________
 JX1711  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JX1711  DYNAMIC HT  -         188.685 (meters)     619.04  (feet)  COMP
 JX1711  MODELED GRAV-     980,012.6   (mgal)                       NAVD 88
 JX1711
 JX1711  VERT ORDER  -  FIRST     CLASS II
 JX1711
 JX1711.The horizontal coordinates were scaled from a topographic map and have
 JX1711.an estimated accuracy of +/- 6 seconds.
 JX1711
 JX1711.The orthometric height was determined by differential leveling
 JX1711.and adjusted by the National Geodetic Survey in June 1991..
 JX1711
 JX1711.The geoid height was determined by GEOID03.
 JX1711
 JX1711.The dynamic height is computed by dividing the NAVD 88
 JX1711.geopotential number by the normal gravity value computed on the
 JX1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1711.degrees latitude (g = 980.6199 gals.).
 JX1711
 JX1711.The modeled gravity was interpolated from observed gravity values.
 JX1711
 JX1711;                    North         East    Units  Estimated Accuracy
 JX1711;SPC WV N     -    94,220.      439,080.      MT  (+/- 180 meters Scaled)
 JX1711
 JX1711                          SUPERSEDED SURVEY CONTROL
 JX1711
 JX1711.No superseded survey control is available for this station.
 JX1711
 JX1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD683538(NAD 83)
 JX1711_MARKER: DB = BENCH MARK DISK
 JX1711_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1711_SP_SET: ABUTMENT
 JX1711_STAMPING: G 323 1983
 JX1711_MARK LOGO: NGS   
 JX1711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1711+STABILITY: POSITION/ELEVATION WELL
 JX1711
 JX1711  HISTORY     - Date     Condition        Report By
 JX1711  HISTORY     - 1983     MONUMENTED       NGS
 JX1711
 JX1711                          STATION DESCRIPTION
 JX1711
 JX1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1711'1.3 KM (0.8 MI) SE FROM WAVERLY.
 JX1711'0.1 KM (0.05 MI) SOUTH ALONG WAVERLY STREET FROM THE POST OFFICE IN
 JX1711'WAVERLY, THENCE 1.2 KM (0.75 MI) EAST ALONG STATE HIGHWAY 2 TO THE
 JX1711'MARK ON THE RIGHT, IN TOP OF THE NORTHEAST ABUTMENT OF THE HIGHWAY
 JX1711'BRIDGE OVER BULL CREEK AT THE WOOD COUNTY LINE, 4.21 METERS (13.8 FT)
 JX1711'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 JX1711'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3204 ***********************************************************************
 HW3204  DESIGNATION -  G 324
 HW3204  PID         -  HW3204
 HW3204  STATE/COUNTY-  WV/RANDOLPH
 HW3204  USGS QUAD   -  ELKINS (1995)
 HW3204
 HW3204                         *CURRENT SURVEY CONTROL
 HW3204  ___________________________________________________________________
 HW3204* NAD 83(1986)-  38 55 47.     (N)    079 51 03.     (W)     SCALED    
 HW3204* NAVD 88     -       599.564  (meters)    1967.07   (feet)  ADJUSTED  
 HW3204  ___________________________________________________________________
 HW3204  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HW3204  DYNAMIC HT  -         599.140 (meters)    1965.68  (feet)  COMP
 HW3204  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 HW3204
 HW3204  VERT ORDER  -  FIRST     CLASS II
 HW3204
 HW3204.The horizontal coordinates were scaled from a topographic map and have
 HW3204.an estimated accuracy of +/- 6 seconds.
 HW3204
 HW3204.The orthometric height was determined by differential leveling
 HW3204.and adjusted by the National Geodetic Survey in June 1991..
 HW3204
 HW3204.The geoid height was determined by GEOID03.
 HW3204
 HW3204.The dynamic height is computed by dividing the NAVD 88
 HW3204.geopotential number by the normal gravity value computed on the
 HW3204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3204.degrees latitude (g = 980.6199 gals.).
 HW3204
 HW3204.The modeled gravity was interpolated from observed gravity values.
 HW3204
 HW3204;                    North         East    Units  Estimated Accuracy
 HW3204;SPC WV S     -   214,810.      699,650.      MT  (+/- 180 meters Scaled)
 HW3204
 HW3204                          SUPERSEDED SURVEY CONTROL
 HW3204
 HW3204.No superseded survey control is available for this station.
 HW3204
 HW3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND996096(NAD 83)
 HW3204_MARKER: DB = BENCH MARK DISK
 HW3204_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HW3204_SP_SET: ABUTMENT
 HW3204_STAMPING: G 324 1983
 HW3204_MARK LOGO: NGS   
 HW3204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3204
 HW3204  HISTORY     - Date     Condition        Report By
 HW3204  HISTORY     - 1983     MONUMENTED       NGS
 HW3204
 HW3204                          STATION DESCRIPTION
 HW3204
 HW3204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3204'IN ELKINS.
 HW3204'IN ELKINS, ALONG U.S. HIGHWAY 250, IN TOP OF THE NORTH END OF THE WEST
 HW3204'ABUTMENT OF THE HIGHWAY BRIDGE OVER THE RAILROAD TRACKS, 9.14 METERS
 HW3204'(30.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 12.50 METERS
 HW3204'(41.0 FT) EAST OF THE CENTERLINE OF THE JUNCTION OF U.S. HIGHWAY 219,
 HW3204'0.46 METER (1.5 FT) SOUTH OF THE NORTH END OF THE ABUTMENT, 0.24 METER
 HW3204'(0.8 FT) WEST OF THE EAST EDGE OF THE ABUTMENT.
 HW3204'THE MARK IS 0.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3225 ***********************************************************************
 GX3225  DESIGNATION -  G 325
 GX3225  PID         -  GX3225
 GX3225  STATE/COUNTY-  WV/GREENBRIER
 GX3225  USGS QUAD   -  LEWISBURG (1979)
 GX3225
 GX3225                         *CURRENT SURVEY CONTROL
 GX3225  ___________________________________________________________________
 GX3225* NAD 83(1986)-  37 50 12.     (N)    080 24 54.     (W)     SCALED    
 GX3225* NAVD 88     -       682.894  (meters)    2240.46   (feet)  ADJUSTED  
 GX3225  ___________________________________________________________________
 GX3225  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX3225  DYNAMIC HT  -         682.322 (meters)    2238.58  (feet)  COMP
 GX3225  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 GX3225
 GX3225  VERT ORDER  -  FIRST     CLASS II
 GX3225
 GX3225.The horizontal coordinates were scaled from a topographic map and have
 GX3225.an estimated accuracy of +/- 6 seconds.
 GX3225
 GX3225.The orthometric height was determined by differential leveling
 GX3225.and adjusted by the National Geodetic Survey in June 1991..
 GX3225
 GX3225.The geoid height was determined by GEOID03.
 GX3225
 GX3225.The dynamic height is computed by dividing the NAVD 88
 GX3225.geopotential number by the normal gravity value computed on the
 GX3225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3225.degrees latitude (g = 980.6199 gals.).
 GX3225
 GX3225.The modeled gravity was interpolated from observed gravity values.
 GX3225
 GX3225;                    North         East    Units  Estimated Accuracy
 GX3225;SPC WV S     -    93,020.      651,490.      MT  (+/- 180 meters Scaled)
 GX3225
 GX3225                          SUPERSEDED SURVEY CONTROL
 GX3225
 GX3225.No superseded survey control is available for this station.
 GX3225
 GX3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB514878(NAD 83)
 GX3225_MARKER: DB = BENCH MARK DISK
 GX3225_SETTING: 66 = SET IN ROCK OUTCROP
 GX3225_SP_SET: ROCK OUTCROP
 GX3225_STAMPING: G 325 1983
 GX3225_MARK LOGO: NGS   
 GX3225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3225+STABILITY: POSITION/ELEVATION WELL
 GX3225
 GX3225  HISTORY     - Date     Condition        Report By
 GX3225  HISTORY     - 1983     MONUMENTED       NGS
 GX3225
 GX3225                          STATION DESCRIPTION
 GX3225
 GX3225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GX3225'4.9 KM (3.05 MI) NORTH FROM LEWISBURG.
 GX3225'4.9 KM (3.05 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 GX3225'U.S. HIGHWAY 60 IN LEWISBURG TO THE MARK ON THE LEFT, IN TOP OF THE
 GX3225'NORTH END OF A ROCK CUT, 5.03 METERS (16.5 FT) WEST OF THE CENTERLINE
 GX3225'OF THE HIGHWAY, 7.92 METERS (26.0 FT) SOUTHEAST OF UTILITY POLE 9994
 GX3225'79, 0.55 METER (1.8 FT) SOUTH OF THE NORTH END OF THE ROCK CUT.
 GX3225'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1217 ***********************************************************************
 JW1217  DESIGNATION -  G 326
 JW1217  PID         -  JW1217
 JW1217  STATE/COUNTY-  WV/MORGAN
 JW1217  USGS QUAD   -  HANCOCK (1971)
 JW1217
 JW1217                         *CURRENT SURVEY CONTROL
 JW1217  ___________________________________________________________________
 JW1217* NAD 83(1986)-  39 38 01.     (N)    078 09 46.     (W)     SCALED    
 JW1217* NAVD 88     -       228.642  (meters)     750.14   (feet)  ADJUSTED  
 JW1217  ___________________________________________________________________
 JW1217  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JW1217  DYNAMIC HT  -         228.509 (meters)     749.70  (feet)  COMP
 JW1217  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 JW1217
 JW1217  VERT ORDER  -  FIRST     CLASS II
 JW1217
 JW1217.The horizontal coordinates were scaled from a topographic map and have
 JW1217.an estimated accuracy of +/- 6 seconds.
 JW1217
 JW1217.The orthometric height was determined by differential leveling
 JW1217.and adjusted by the National Geodetic Survey in June 1991..
 JW1217
 JW1217.The geoid height was determined by GEOID03.
 JW1217
 JW1217.The dynamic height is computed by dividing the NAVD 88
 JW1217.geopotential number by the normal gravity value computed on the
 JW1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1217.degrees latitude (g = 980.6199 gals.).
 JW1217
 JW1217.The modeled gravity was interpolated from observed gravity values.
 JW1217
 JW1217;                    North         East    Units  Estimated Accuracy
 JW1217;SPC WV N     -   126,710.      714,790.      MT  (+/- 180 meters Scaled)
 JW1217
 JW1217                          SUPERSEDED SURVEY CONTROL
 JW1217
 JW1217.No superseded survey control is available for this station.
 JW1217
 JW1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD434909(NAD 83)
 JW1217_MARKER: I = METAL ROD
 JW1217_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1217_SP_SET: STAINLESS STEEL ROD
 JW1217_STAMPING: G 326 1983
 JW1217_MARK LOGO: NGS   
 JW1217_PROJECTION: FLUSH
 JW1217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1217_ROD/PIPE-DEPTH: 3.04 meters
 JW1217
 JW1217  HISTORY     - Date     Condition        Report By
 JW1217  HISTORY     - 1983     MONUMENTED       NGS
 JW1217
 JW1217                          STATION DESCRIPTION
 JW1217
 JW1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1217'7.2 KM (4.45 MI) EAST FROM BERKELEY SPRINGS.
 JW1217'0.4 KM (0.25 MI) SOUTH ALONG U.S. HIGHWAY 522 FROM THE COURTHOUSE IN
 JW1217'BERKELEY SPRINGS, THENCE 6.8 KM (4.2 MI) EAST ALONG STATE HIGHWAY 9 TO
 JW1217'THE MARK ON THE RIGHT, AT THE JUNCTION OF CHARLES MICHAELS ROAD,
 JW1217'9.30 METERS (30.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JW1217'6.40 METERS (21.0 FT) NORTH OF A 91-CM (36-INCH) DOUBLE TRUNK OAK
 JW1217'TREE, 5.18 METERS (17.0 FT) WEST OF THE CENTER OF CHARLES MICHAELS
 JW1217'ROAD, 1.52 METERS (5.0 FT) SOUTH OF A METAL POST WITH SIGN (CHARLES
 JW1217'MICHAELS ROAD).  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD,
 JW1217'DRIVEN TO REFUSAL AND ANCHORED.
 JW1217'THE MARK IS 1.52 METERS  S FROM A WITNESS POST.
 JW1217'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4117 ***********************************************************************
 JV4117  DESIGNATION -  G 327
 JV4117  PID         -  JV4117
 JV4117  STATE/COUNTY-  WV/JEFFERSON
 JV4117  USGS QUAD   -  CHARLES TOWN (1988)
 JV4117
 JV4117                         *CURRENT SURVEY CONTROL
 JV4117  ___________________________________________________________________
 JV4117* NAD 83(1986)-  39 21 49.     (N)    077 52 03.     (W)     SCALED    
 JV4117* NAVD 88     -       171.214  (meters)     561.72   (feet)  ADJUSTED  
 JV4117  ___________________________________________________________________
 JV4117  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JV4117  DYNAMIC HT  -         171.110 (meters)     561.38  (feet)  COMP
 JV4117  MODELED GRAV-     980,021.8   (mgal)                       NAVD 88
 JV4117
 JV4117  VERT ORDER  -  FIRST     CLASS II
 JV4117
 JV4117.The horizontal coordinates were scaled from a topographic map and have
 JV4117.an estimated accuracy of +/- 6 seconds.
 JV4117
 JV4117.The orthometric height was determined by differential leveling
 JV4117.and adjusted by the National Geodetic Survey in June 1991..
 JV4117
 JV4117.The geoid height was determined by GEOID03.
 JV4117
 JV4117.The dynamic height is computed by dividing the NAVD 88
 JV4117.geopotential number by the normal gravity value computed on the
 JV4117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4117.degrees latitude (g = 980.6199 gals.).
 JV4117
 JV4117.The modeled gravity was interpolated from observed gravity values.
 JV4117
 JV4117;                    North         East    Units  Estimated Accuracy
 JV4117;SPC WV N     -    97,150.      740,680.      MT  (+/- 180 meters Scaled)
 JV4117
 JV4117                          SUPERSEDED SURVEY CONTROL
 JV4117
 JV4117.No superseded survey control is available for this station.
 JV4117
 JV4117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ529610(NAD 83)
 JV4117_MARKER: DB = BENCH MARK DISK
 JV4117_SETTING: 66 = SET IN ROCK OUTCROP
 JV4117_SP_SET: ROCK OUTCROP
 JV4117_STAMPING: G 327 1983
 JV4117_MARK LOGO: NGS   
 JV4117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4117+STABILITY: POSITION/ELEVATION WELL
 JV4117
 JV4117  HISTORY     - Date     Condition        Report By
 JV4117  HISTORY     - 1983     MONUMENTED       NGS
 JV4117
 JV4117                          STATION DESCRIPTION
 JV4117
 JV4117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4117'8.4 KM (5.25 MI) NORTH FROM RANSON.
 JV4117'8.4 KM (5.25 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE CITY HALL IN
 JV4117'RANSON TO THE MARK ON THE LEFT, IN ROCK OUTCROP IN THE BACK LAWN OF A
 JV4117'SINGLE STORY FRAME HOUSE, 84.42 METERS (277.0 FT) SOUTHWEST OF THE
 JV4117'CENTERLINE OF THE HIGHWAY, 26.21 METERS (86.0 FT) SOUTH OF THE
 JV4117'SOUTHWEST CORNER OF THE HOUSE, 17.98 METERS (59.0 FT) WEST-SOUTHWEST
 JV4117'OF THE NORTHWEST CORNER OF A TIN COVERED SHED, 5.79 METERS (19.0 FT)
 JV4117'NORTHEAST OF THE SOUTHWEST CORNER POST OF A WIRE FENCE.
 JV4117'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3209 ***********************************************************************
 GX3209  DESIGNATION -  G 328
 GX3209  PID         -  GX3209
 GX3209  STATE/COUNTY-  WV/SUMMERS
 GX3209  USGS QUAD   -  ALDERSON (1976)
 GX3209
 GX3209                         *CURRENT SURVEY CONTROL
 GX3209  ___________________________________________________________________
 GX3209* NAD 83(1986)-  37 40 41.     (N)    080 44 06.     (W)     SCALED    
 GX3209* NAVD 88     -       462.730  (meters)    1518.14   (feet)  ADJUSTED  
 GX3209  ___________________________________________________________________
 GX3209  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX3209  DYNAMIC HT  -         462.342 (meters)    1516.87  (feet)  COMP
 GX3209  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 GX3209
 GX3209  VERT ORDER  -  FIRST     CLASS II
 GX3209
 GX3209.The horizontal coordinates were scaled from a topographic map and have
 GX3209.an estimated accuracy of +/- 6 seconds.
 GX3209
 GX3209.The orthometric height was determined by differential leveling
 GX3209.and adjusted by the National Geodetic Survey in June 1991..
 GX3209
 GX3209.The geoid height was determined by GEOID03.
 GX3209
 GX3209.The dynamic height is computed by dividing the NAVD 88
 GX3209.geopotential number by the normal gravity value computed on the
 GX3209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3209.degrees latitude (g = 980.6199 gals.).
 GX3209
 GX3209.The modeled gravity was interpolated from observed gravity values.
 GX3209
 GX3209;                    North         East    Units  Estimated Accuracy
 GX3209;SPC WV S     -    75,290.      623,380.      MT  (+/- 180 meters Scaled)
 GX3209
 GX3209                          SUPERSEDED SURVEY CONTROL
 GX3209
 GX3209.No superseded survey control is available for this station.
 GX3209
 GX3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB233701(NAD 83)
 GX3209_MARKER: DB = BENCH MARK DISK
 GX3209_SETTING: 66 = SET IN ROCK OUTCROP
 GX3209_SP_SET: ROCK OUTCROP
 GX3209_STAMPING: G 328 1984
 GX3209_MARK LOGO: NGS   
 GX3209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3209+STABILITY: POSITION/ELEVATION WELL
 GX3209
 GX3209  HISTORY     - Date     Condition        Report By
 GX3209  HISTORY     - 1984     MONUMENTED       NGS
 GX3209
 GX3209                          STATION DESCRIPTION
 GX3209
 GX3209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3209'6.2 KM (3.85 MI) EAST FROM TALCOTT.
 GX3209'0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 GX3209'TALCOTT, THENCE 5.8 KM (3.6 MI) EAST ALONG STATE HIGHWAY 12 TO THE
 GX3209'MARK ON THE LEFT, SET VERTICALLY IN A ROCK CUT, 7.32 METERS (24.0 FT)
 GX3209'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.35 METERS (11.0 FT)
 GX3209'NORTHEAST OF THE HIGHEST PART OF THE ROCK CUT, 1.16 METERS (3.8 FT)
 GX3209'NORTHWEST OF THE NORTHEAST END OF A HEADWALL OF A CULVERT UNDER THE
 GX3209'HIGHWAY.
 GX3209'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3252 ***********************************************************************
 GX3252  DESIGNATION -  G 329
 GX3252  PID         -  GX3252
 GX3252  STATE/COUNTY-  WV/MERCER
 GX3252  USGS QUAD   -  BLUEFIELD (1979)
 GX3252
 GX3252                         *CURRENT SURVEY CONTROL
 GX3252  ___________________________________________________________________
 GX3252* NAD 83(1986)-  37 15 07.     (N)    081 12 33.     (W)     SCALED    
 GX3252* NAVD 88     -       818.937  (meters)    2686.80   (feet)  ADJUSTED  
 GX3252  ___________________________________________________________________
 GX3252  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GX3252  DYNAMIC HT  -         818.205 (meters)    2684.39  (feet)  COMP
 GX3252  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 GX3252
 GX3252  VERT ORDER  -  FIRST     CLASS II
 GX3252
 GX3252.The horizontal coordinates were scaled from a topographic map and have
 GX3252.an estimated accuracy of +/- 6 seconds.
 GX3252
 GX3252.The orthometric height was determined by differential leveling
 GX3252.and adjusted by the National Geodetic Survey in June 1991..
 GX3252
 GX3252.The geoid height was determined by GEOID03.
 GX3252
 GX3252.The dynamic height is computed by dividing the NAVD 88
 GX3252.geopotential number by the normal gravity value computed on the
 GX3252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3252.degrees latitude (g = 980.6199 gals.).
 GX3252
 GX3252.The modeled gravity was interpolated from observed gravity values.
 GX3252
 GX3252;                    North         East    Units  Estimated Accuracy
 GX3252;SPC WV S     -    27,980.      581,440.      MT  (+/- 180 meters Scaled)
 GX3252
 GX3252                          SUPERSEDED SURVEY CONTROL
 GX3252
 GX3252.No superseded survey control is available for this station.
 GX3252
 GX3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB814228(NAD 83)
 GX3252_MARKER: DB = BENCH MARK DISK
 GX3252_SETTING: 66 = SET IN ROCK OUTCROP
 GX3252_SP_SET: ROCK OUTCROP
 GX3252_STAMPING: G 329 1984
 GX3252_MARK LOGO: NGS   
 GX3252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3252+STABILITY: POSITION/ELEVATION WELL
 GX3252
 GX3252  HISTORY     - Date     Condition        Report By
 GX3252  HISTORY     - 1984     MONUMENTED       NGS
 GX3252
 GX3252                          STATION DESCRIPTION
 GX3252
 GX3252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3252'2.4 KM (1.5 MI) SOUTH FROM BLUEFIELD.
 GX3252'2.3 KM (1.45 MI) SOUTH ALONG BLAND STREET FROM THE POST OFFICE IN
 GX3252'BLUEFIELD, THENCE 0.1 KM (0.05 MI) WEST ALONG CUMBERLAND ROAD TO THE
 GX3252'MARK ON THE LEFT, SET IN TOP OF A SMALL ROCK CUT, 5.49 METERS
 GX3252'(18.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.53 METERS
 GX3252'(28.0 FT) NORTHEAST OF A DRIVE-WAY LEADING TO A LARGE ROCK HOUSE
 GX3252'NUMBER 117.
 GX3252'THE MARK IS 0.7 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0788 ***********************************************************************
 JW0788  DESIGNATION -  G 33
 JW0788  PID         -  JW0788
 JW0788  STATE/COUNTY-  WV/PRESTON
 JW0788  USGS QUAD   -  TERRA ALTA (1976)
 JW0788
 JW0788                         *CURRENT SURVEY CONTROL
 JW0788  ___________________________________________________________________
 JW0788* NAD 83(1986)-  39 26 07.     (N)    079 31 07.     (W)     SCALED    
 JW0788* NAVD 88     -       762.988  (meters)    2503.24   (feet)  ADJUSTED  
 JW0788  ___________________________________________________________________
 JW0788  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 JW0788  DYNAMIC HT  -         762.471 (meters)    2501.54  (feet)  COMP
 JW0788  MODELED GRAV-     979,923.2   (mgal)                       NAVD 88
 JW0788
 JW0788  VERT ORDER  -  FIRST     CLASS II
 JW0788
 JW0788.The horizontal coordinates were scaled from a topographic map and have
 JW0788.an estimated accuracy of +/- 6 seconds.
 JW0788
 JW0788.The orthometric height was determined by differential leveling
 JW0788.and adjusted by the National Geodetic Survey in June 1991..
 JW0788
 JW0788.The geoid height was determined by GEOID03.
 JW0788
 JW0788.The dynamic height is computed by dividing the NAVD 88
 JW0788.geopotential number by the normal gravity value computed on the
 JW0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0788.degrees latitude (g = 980.6199 gals.).
 JW0788
 JW0788.The modeled gravity was interpolated from observed gravity values.
 JW0788
 JW0788;                    North         East    Units  Estimated Accuracy
 JW0788;SPC WV N     -   103,830.      598,400.      MT  (+/- 180 meters Scaled)
 JW0788
 JW0788                          SUPERSEDED SURVEY CONTROL
 JW0788
 JW0788  NGVD 29 (??/??/92)  763.133  (m)         2503.71   (f) ADJ UNCH    1 2
 JW0788
 JW0788.Superseded values are not recommended for survey control.
 JW0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0788.See file dsdata.txt to determine how the superseded data were derived.
 JW0788
 JW0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD274661(NAD 83)
 JW0788_MARKER: DB = BENCH MARK DISK
 JW0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0788_STAMPING: G 33 1935
 JW0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0788+STABILITY: SURFACE MOTION
 JW0788
 JW0788  HISTORY     - Date     Condition        Report By
 JW0788  HISTORY     - 1935     MONUMENTED       CGS
 JW0788  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0788  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0788
 JW0788                          STATION DESCRIPTION
 JW0788
 JW0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0788'AT HOPEMONT.
 JW0788'AT HOPEMONT, PRESTON COUNTY, 195 FEET EAST OF THE BALTIMORE AND
 JW0788'OHIO RAILROAD STATION, 135 FEET EAST OF A GRADE CROSSING, 50 FEET
 JW0788'WEST OF POLE 240+20, 36 FEET NORTH OF THE CENTERLINE OF THE NORTH
 JW0788'MAIN TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 JW0788'STAMPED G 33 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JW0788
 JW0788                          STATION RECOVERY (1983)
 JW0788
 JW0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0788'MARK NOT FOUND.
 JW0788
 JW0788                          STATION RECOVERY (1983)
 JW0788
 JW0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0788'NOT RECOVERED, A THOROUGH SEARCH WAS MADE, NO SIGNS OF THE MARK COULD
 JW0788'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2811 ***********************************************************************
 HX2811  DESIGNATION -  G 330
 HX2811  PID         -  HX2811
 HX2811  STATE/COUNTY-  WV/MASON
 HX2811  USGS QUAD   -  NEW HAVEN (1994)
 HX2811
 HX2811                         *CURRENT SURVEY CONTROL
 HX2811  ___________________________________________________________________
 HX2811* NAD 83(1986)-  38 59 18.     (N)    081 58 39.     (W)     SCALED    
 HX2811* NAVD 88     -       177.627  (meters)     582.76   (feet)  ADJUSTED  
 HX2811  ___________________________________________________________________
 HX2811  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 HX2811  DYNAMIC HT  -         177.516 (meters)     582.40  (feet)  COMP
 HX2811  MODELED GRAV-     979,997.6   (mgal)                       NAVD 88
 HX2811
 HX2811  VERT ORDER  -  FIRST     CLASS II
 HX2811
 HX2811.The horizontal coordinates were scaled from a topographic map and have
 HX2811.an estimated accuracy of +/- 6 seconds.
 HX2811
 HX2811.The orthometric height was determined by differential leveling
 HX2811.and adjusted by the National Geodetic Survey in June 1991..
 HX2811
 HX2811.The geoid height was determined by GEOID03.
 HX2811
 HX2811.The dynamic height is computed by dividing the NAVD 88
 HX2811.geopotential number by the normal gravity value computed on the
 HX2811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2811.degrees latitude (g = 980.6199 gals.).
 HX2811
 HX2811.The modeled gravity was interpolated from observed gravity values.
 HX2811
 HX2811;                    North         East    Units  Estimated Accuracy
 HX2811;SPC WV S     -   221,140.      515,310.      MT  (+/- 180 meters Scaled)
 HX2811
 HX2811                          SUPERSEDED SURVEY CONTROL
 HX2811
 HX2811.No superseded survey control is available for this station.
 HX2811
 HX2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD153159(NAD 83)
 HX2811_MARKER: I = METAL ROD
 HX2811_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HX2811_SP_SET: STAINLESS STEEL ROD
 HX2811_STAMPING: G 330 1984
 HX2811_MARK LOGO: NGS   
 HX2811_PROJECTION: FLUSH
 HX2811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2811_ROD/PIPE-DEPTH: 21.3 meters
 HX2811
 HX2811  HISTORY     - Date     Condition        Report By
 HX2811  HISTORY     - 1984     MONUMENTED       NGS
 HX2811
 HX2811                          STATION DESCRIPTION
 HX2811
 HX2811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2811'IN NEW HAVEN.
 HX2811'IN NEW HAVEN, 0.3 KM (0.2 MI) NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE
 HX2811'CITY MUNICIPAL BUILDING TO THE MARK ON THE LEFT, AT A SMALL MEMORIAL
 HX2811'PARK, ALSO 2.0 KM (1.3 MI) SOUTHEAST ALONG HIGHWAY 33 FROM THE CITY
 HX2811'MUNICIPAL BUILDING IN HARTFORD, 8.70 METERS (28.5 FT) NORTHEAST OF THE
 HX2811'CENTERLINE OF THE HIGHWAY, 5.50 METERS (18.0 FT) EAST OF THE EAST
 HX2811'CORNER OF A GRANITE MONUMENT FOR THE WORLD WAR DEAD, 0.61 METER
 HX2811'(2.0 FT) SOUTHEAST OF A FLAG POLE.
 HX2811'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1828 ***********************************************************************
 JX1828  DESIGNATION -  G 331
 JX1828  PID         -  JX1828
 JX1828  STATE/COUNTY-  WV/WOOD
 JX1828  USGS QUAD   -  LUBECK (1994)
 JX1828
 JX1828                         *CURRENT SURVEY CONTROL
 JX1828  ___________________________________________________________________
 JX1828* NAD 83(1986)-  39 10 35.     (N)    081 40 34.     (W)     SCALED    
 JX1828* NAVD 88     -       280.829  (meters)     921.35   (feet)  ADJUSTED  
 JX1828  ___________________________________________________________________
 JX1828  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX1828  DYNAMIC HT  -         280.654 (meters)     920.78  (feet)  COMP
 JX1828  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 JX1828
 JX1828  VERT ORDER  -  FIRST     CLASS II
 JX1828
 JX1828.The horizontal coordinates were scaled from a topographic map and have
 JX1828.an estimated accuracy of +/- 6 seconds.
 JX1828
 JX1828.The orthometric height was determined by differential leveling
 JX1828.and adjusted by the National Geodetic Survey in June 1991..
 JX1828
 JX1828.The geoid height was determined by GEOID03.
 JX1828
 JX1828.The dynamic height is computed by dividing the NAVD 88
 JX1828.geopotential number by the normal gravity value computed on the
 JX1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1828.degrees latitude (g = 980.6199 gals.).
 JX1828
 JX1828.The modeled gravity was interpolated from observed gravity values.
 JX1828
 JX1828;                    North         East    Units  Estimated Accuracy
 JX1828;SPC WV N     -    77,370.      411,980.      MT  (+/- 180 meters Scaled)
 JX1828
 JX1828                          SUPERSEDED SURVEY CONTROL
 JX1828
 JX1828.No superseded survey control is available for this station.
 JX1828
 JX1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD416365(NAD 83)
 JX1828_MARKER: I = METAL ROD
 JX1828_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1828_SP_SET: STAINLESS STEEL ROD
 JX1828_STAMPING: G 331 1984
 JX1828_MARK LOGO: NGS   
 JX1828_PROJECTION: FLUSH
 JX1828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1828_ROD/PIPE-DEPTH: 4.3  meters
 JX1828
 JX1828  HISTORY     - Date     Condition        Report By
 JX1828  HISTORY     - 1984     MONUMENTED       NGS
 JX1828
 JX1828                          STATION DESCRIPTION
 JX1828
 JX1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JX1828'7.2 KM (4.5 MI) NNE FROM BELLEVILLE.
 JX1828'7.2 KM (4.5 MI) NORTH-NORTHEAST ALONG STATE HIGHWAY 68 FROM THE POST
 JX1828'OFFICE IN BELLEVILLE TO THE MARK ON THE LEFT, AT THE JUNCTION OF PINE
 JX1828'RUN ROAD, NEAR THE SOUTHEAST CORNER OF THE HOPEWELL CEMETERY, ALSO
 JX1828'8.4 KM (5.25 MI) SOUTHWEST ALONG HIGHWAY 68 FROM THE FIRE DEPARTMENT
 JX1828'IN LUBECK, 20.72 METERS (68.0 FT) WEST OF THE CENTERLINE OF THE
 JX1828'HIGHWAY, 29.90 METERS (98.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 JX1828'GRANITE HEADSTONE INSCRIBED KAUFAM, 7.31 METERS (24.0 FT) NORTH OF THE
 JX1828'CENTER OF PINE RUN ROAD, 0.91 METER (3.0 FT) NORTHWEST OF POWER POLE
 JX1828'300068.
 JX1828'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 JX1828'THE MARK IS 1.82 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1763 ***********************************************************************
 JW1763  DESIGNATION -  G 334
 JW1763  PID         -  JW1763
 JW1763  STATE/COUNTY-  WV/PRESTON
 JW1763  USGS QUAD   -  BRANDONVILLE (1976)
 JW1763
 JW1763                         *CURRENT SURVEY CONTROL
 JW1763  ___________________________________________________________________
 JW1763* NAD 83(1986)-  39 39 42.     (N)    079 36 14.     (W)     SCALED    
 JW1763* NAVD 88     -       559.338  (meters)    1835.09   (feet)  ADJUSTED  
 JW1763  ___________________________________________________________________
 JW1763  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JW1763  DYNAMIC HT  -         558.990 (meters)    1833.95  (feet)  COMP
 JW1763  MODELED GRAV-     979,986.6   (mgal)                       NAVD 88
 JW1763
 JW1763  VERT ORDER  -  FIRST     CLASS II
 JW1763
 JW1763.The horizontal coordinates were scaled from a topographic map and have
 JW1763.an estimated accuracy of +/- 6 seconds.
 JW1763
 JW1763.The orthometric height was determined by differential leveling
 JW1763.and adjusted by the National Geodetic Survey in April 1995..
 JW1763
 JW1763.The geoid height was determined by GEOID03.
 JW1763
 JW1763.The dynamic height is computed by dividing the NAVD 88
 JW1763.geopotential number by the normal gravity value computed on the
 JW1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1763.degrees latitude (g = 980.6199 gals.).
 JW1763
 JW1763.The modeled gravity was interpolated from observed gravity values.
 JW1763
 JW1763;                    North         East    Units  Estimated Accuracy
 JW1763;SPC WV N     -   128,970.      591,090.      MT  (+/- 180 meters Scaled)
 JW1763
 JW1763                          SUPERSEDED SURVEY CONTROL
 JW1763
 JW1763.No superseded survey control is available for this station.
 JW1763
 JW1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD197911(NAD 83)
 JW1763_MARKER: DV = VERTICAL CONTROL DISK
 JW1763_SETTING: 66 = SET IN ROCK OUTCROP
 JW1763_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1763_STAMPING: G 334 1993
 JW1763_MARK LOGO: NGS   
 JW1763_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1763+STABILITY: POSITION/ELEVATION WELL
 JW1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1763+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1763
 JW1763  HISTORY     - Date     Condition        Report By
 JW1763  HISTORY     - 1993     MONUMENTED       NGS
 JW1763
 JW1763                          STATION DESCRIPTION
 JW1763
 JW1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1763'17.2 KM (10.70 MI) WESTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1763'JUNCTION OF STATE HIGHWAY 42 IN FRIENDSVILLE, MARYLAND (EXIT 4), NEAR
 JW1763'THE CENTER OF A 4 BY 8-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 JW1763'125.0 M (410.1 FT) WEST OF THE NORTH LEG OF A HIGHWAY INFORMATION
 JW1763'SIGN, 14.9 M (48.9 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF
 JW1763'THE HIGHWAY, 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M
 JW1763'(1.3 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1785 ***********************************************************************
 JW1785  DESIGNATION -  G 335
 JW1785  PID         -  JW1785
 JW1785  STATE/COUNTY-  WV/MONONGALIA
 JW1785  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1785
 JW1785                         *CURRENT SURVEY CONTROL
 JW1785  ___________________________________________________________________
 JW1785* NAD 83(1986)-  39 39 51.     (N)    079 52 34.     (W)     SCALED    
 JW1785* NAVD 88     -       329.145  (meters)    1079.87   (feet)  ADJUSTED  
 JW1785  ___________________________________________________________________
 JW1785  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JW1785  DYNAMIC HT  -         328.950 (meters)    1079.23  (feet)  COMP
 JW1785  MODELED GRAV-     980,025.5   (mgal)                       NAVD 88
 JW1785
 JW1785  VERT ORDER  -  FIRST     CLASS II
 JW1785
 JW1785.The horizontal coordinates were scaled from a topographic map and have
 JW1785.an estimated accuracy of +/- 6 seconds.
 JW1785
 JW1785.The orthometric height was determined by differential leveling
 JW1785.and adjusted by the National Geodetic Survey in April 1995..
 JW1785
 JW1785.The geoid height was determined by GEOID03.
 JW1785
 JW1785.The dynamic height is computed by dividing the NAVD 88
 JW1785.geopotential number by the normal gravity value computed on the
 JW1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1785.degrees latitude (g = 980.6199 gals.).
 JW1785
 JW1785.The modeled gravity was interpolated from observed gravity values.
 JW1785
 JW1785;                    North         East    Units  Estimated Accuracy
 JW1785;SPC WV N     -   129,310.      567,730.      MT  (+/- 180 meters Scaled)
 JW1785
 JW1785                          SUPERSEDED SURVEY CONTROL
 JW1785
 JW1785.No superseded survey control is available for this station.
 JW1785
 JW1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND964910(NAD 83)
 JW1785_MARKER: DV = VERTICAL CONTROL DISK
 JW1785_SETTING: 66 = SET IN ROCK OUTCROP
 JW1785_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1785_STAMPING: G 335 1993
 JW1785_MARK LOGO: NGS   
 JW1785_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1785+STABILITY: POSITION/ELEVATION WELL
 JW1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1785+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1785
 JW1785  HISTORY     - Date     Condition        Report By
 JW1785  HISTORY     - 1993     MONUMENTED       NGS
 JW1785
 JW1785                          STATION DESCRIPTION
 JW1785
 JW1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1785'2.5 KM (1.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1785'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), IN A 4 BY
 JW1785'5-FOOT ROCK LEDGE NEAR THE SOUTHWEST END OF A HIGHWAY CUT, 54.7 M
 JW1785'(179.5 FT) NORTHEAST OF A HIGHWAY INFORMATION SIGN (EXIT 10 LODGING),
 JW1785'17.2 M (56.4 FT) SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE
 JW1785'EASTBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST 0F A
 JW1785'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0258 ***********************************************************************
 GY0258  DESIGNATION -  G 34
 GY0258  PID         -  GY0258
 GY0258  STATE/COUNTY-  WV/MINGO
 GY0258  USGS QUAD   -  DELBARTON (1976)
 GY0258
 GY0258                         *CURRENT SURVEY CONTROL
 GY0258  ___________________________________________________________________
 GY0258* NAD 83(1986)-  37 42 04.     (N)    082 12 17.     (W)     SCALED    
 GY0258* NAVD 88     -       446.004  (meters)    1463.26   (feet)  ADJUSTED  
 GY0258  ___________________________________________________________________
 GY0258  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GY0258  DYNAMIC HT  -         445.679 (meters)    1462.20  (feet)  COMP
 GY0258  MODELED GRAV-     979,887.5   (mgal)                       NAVD 88
 GY0258
 GY0258  VERT ORDER  -  SECOND    CLASS 0
 GY0258
 GY0258.The horizontal coordinates were scaled from a topographic map and have
 GY0258.an estimated accuracy of +/- 6 seconds.
 GY0258
 GY0258.The orthometric height was determined by differential leveling
 GY0258.and adjusted by the National Geodetic Survey in June 1991..
 GY0258
 GY0258.The geoid height was determined by GEOID03.
 GY0258
 GY0258.The dynamic height is computed by dividing the NAVD 88
 GY0258.geopotential number by the normal gravity value computed on the
 GY0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0258.degrees latitude (g = 980.6199 gals.).
 GY0258
 GY0258.The modeled gravity was interpolated from observed gravity values.
 GY0258
 GY0258;                    North         East    Units  Estimated Accuracy
 GY0258;SPC WV S     -    78,510.      493,770.      MT  (+/- 180 meters Scaled)
 GY0258
 GY0258                          SUPERSEDED SURVEY CONTROL
 GY0258
 GY0258  NGVD 29 (??/??/92)  446.247  (m)         1464.06   (f) ADJ UNCH    2 0
 GY0258
 GY0258.Superseded values are not recommended for survey control.
 GY0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0258.See file dsdata.txt to determine how the superseded data were derived.
 GY0258
 GY0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB937733(NAD 83)
 GY0258_MARKER: DB = BENCH MARK DISK
 GY0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0258_STAMPING: G 34 1935
 GY0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0258+STABILITY: SURFACE MOTION
 GY0258
 GY0258  HISTORY     - Date     Condition        Report By
 GY0258  HISTORY     - 1935     MONUMENTED       CGS
 GY0258
 GY0258                          STATION DESCRIPTION
 GY0258
 GY0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0258'7.3 MI E FROM WILLIAMSON.
 GY0258'7.3 MILES EAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE AT
 GY0258'WILLIAMSON, MINGO COUNTY, AT THE CREST OF PIDGEON CREEK MOUNTAIN,
 GY0258'40 YARDS NORTHWEST OF SUNSET INN, 27 FEET SOUTHWEST OF THE
 GY0258'CENTERLINE OF THE HIGHWAY, 8-1/2 FEET NORTHWEST OF THE END OF A
 GY0258'GUARD-RAIL FENCE, AND AT THE SECOND GUARD-RAIL POST.  A STANDARD
 GY0258'DISK, STAMPED G 34 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0466 ***********************************************************************
 JX0466  DESIGNATION -  G 34
 JX0466  PID         -  JX0466
 JX0466  STATE/COUNTY-  WV/WETZEL
 JX0466  USGS QUAD   -  PADEN CITY (1994)
 JX0466
 JX0466                         *CURRENT SURVEY CONTROL
 JX0466  ___________________________________________________________________
 JX0466* NAD 83(1986)-  39 36 54.     (N)    080 55 00.     (W)     SCALED    
 JX0466* NAVD 88     -       191.913  (meters)     629.63   (feet)  ADJUSTED  
 JX0466  ___________________________________________________________________
 JX0466  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JX0466  DYNAMIC HT  -         191.800 (meters)     629.26  (feet)  COMP
 JX0466  MODELED GRAV-     980,032.4   (mgal)                       NAVD 88
 JX0466
 JX0466  VERT ORDER  -  SECOND    CLASS 0
 JX0466
 JX0466.The horizontal coordinates were scaled from a topographic map and have
 JX0466.an estimated accuracy of +/- 6 seconds.
 JX0466
 JX0466.The orthometric height was determined by differential leveling
 JX0466.and adjusted by the National Geodetic Survey in June 1991..
 JX0466
 JX0466.The geoid height was determined by GEOID03.
 JX0466
 JX0466.The dynamic height is computed by dividing the NAVD 88
 JX0466.geopotential number by the normal gravity value computed on the
 JX0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0466.degrees latitude (g = 980.6199 gals.).
 JX0466
 JX0466.The modeled gravity was interpolated from observed gravity values.
 JX0466
 JX0466;                    North         East    Units  Estimated Accuracy
 JX0466;SPC WV N     -   124,740.      478,360.      MT  (+/- 180 meters Scaled)
 JX0466
 JX0466                          SUPERSEDED SURVEY CONTROL
 JX0466
 JX0466  NGVD 29 (??/??/92)  192.064  (m)          630.13   (f) ADJ UNCH    2 0
 JX0466
 JX0466.Superseded values are not recommended for survey control.
 JX0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0466.See file dsdata.txt to determine how the superseded data were derived.
 JX0466
 JX0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND071850(NAD 83)
 JX0466_MARKER: DB = BENCH MARK DISK
 JX0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0466_SP_SET: CULVERT
 JX0466_STAMPING: G 34 1934
 JX0466_MARK LOGO: CGS   
 JX0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0466
 JX0466  HISTORY     - Date     Condition        Report By
 JX0466  HISTORY     - 1934     MONUMENTED       CGS
 JX0466  HISTORY     - 1983     GOOD             NGS
 JX0466
 JX0466                          STATION DESCRIPTION
 JX0466
 JX0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX0466'0.4 MI S FROM MENDOTA.
 JX0466'0.4 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0466'STATION AT MENDOTA, WETZEL COUNTY, 17 YARDS NORTHWEST OF POLE
 JX0466'41-20, IN THE TOP OF A CONCRETE CULVERT, AT THE WEST END OF THE
 JX0466'NORTH SIDE, 10 FEET NORTH OF THE NORTH RAIL, AND 2 FEET LOWER
 JX0466'THAN THE TOP OF THE RAIL.
 JX0466
 JX0466                          STATION RECOVERY (1983)
 JX0466
 JX0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0466'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.  NEW DESCRIPTION
 JX0466'FOLLOWS.  1.8 KM (1.1 MI) NORTHEAST ALONG THE BALTIMORE AND OHIO
 JX0466'RAILROAD FROM THE CROSSING OF MAIN STREET IN PADEN CITY TO THE MARK ON
 JX0466'THE LEFT, IN TOP OF AND AT THE WEST END OF A CONCRETE CULVERT
 JX0466'HEADWALL, 3.05 METERS (10.0 FT) NORTH OF THE NORTH RAIL.
 JX0466'THE MARK IS 0.95 METERS  N FROM A WITNESS POST.
 JX0466'THE MARK IS 0.91 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2082 ***********************************************************************
 HX2082  DESIGNATION -  G 36
 HX2082  PID         -  HX2082
 HX2082  STATE/COUNTY-  WV/BOONE
 HX2082  USGS QUAD   -  MADISON (1976)
 HX2082
 HX2082                         *CURRENT SURVEY CONTROL
 HX2082  ___________________________________________________________________
 HX2082* NAD 83(1986)-  38 00 41.     (N)    081 49 46.     (W)     SCALED    
 HX2082* NAVD 88     -       224.349  (meters)     736.05   (feet)  ADJUSTED  
 HX2082  ___________________________________________________________________
 HX2082  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HX2082  DYNAMIC HT  -         224.186 (meters)     735.52  (feet)  COMP
 HX2082  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 HX2082
 HX2082  VERT ORDER  -  SECOND    CLASS 0
 HX2082
 HX2082.The horizontal coordinates were scaled from a topographic map and have
 HX2082.an estimated accuracy of +/- 6 seconds.
 HX2082
 HX2082.The orthometric height was determined by differential leveling
 HX2082.and adjusted by the National Geodetic Survey in June 1991..
 HX2082
 HX2082.The geoid height was determined by GEOID03.
 HX2082
 HX2082.The dynamic height is computed by dividing the NAVD 88
 HX2082.geopotential number by the normal gravity value computed on the
 HX2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2082.degrees latitude (g = 980.6199 gals.).
 HX2082
 HX2082.The modeled gravity was interpolated from observed gravity values.
 HX2082
 HX2082;                    North         East    Units  Estimated Accuracy
 HX2082;SPC WV S     -   112,580.      527,170.      MT  (+/- 180 meters Scaled)
 HX2082
 HX2082                          SUPERSEDED SURVEY CONTROL
 HX2082
 HX2082  NGVD 29 (??/??/92)  224.557  (m)          736.73   (f) ADJ UNCH    2 0
 HX2082
 HX2082.Superseded values are not recommended for survey control.
 HX2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2082.See file dsdata.txt to determine how the superseded data were derived.
 HX2082
 HX2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC271074(NAD 83)
 HX2082_MARKER: DB = BENCH MARK DISK
 HX2082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2082_SP_SET: CULVERT
 HX2082_STAMPING: G 36 1935
 HX2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2082
 HX2082  HISTORY     - Date     Condition        Report By
 HX2082  HISTORY     - 1935     MONUMENTED       CGS
 HX2082  HISTORY     - 1957     GOOD             NGS
 HX2082  HISTORY     - 1958     GOOD             NGS
 HX2082  HISTORY     - 1973     GOOD             LOCENG
 HX2082
 HX2082                          STATION DESCRIPTION
 HX2082
 HX2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HX2082'5 MI S FROM MADISON.
 HX2082'ABOUT 5.0 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX2082'THE STATION AT MADISON, 145 YARDS SOUTH-SOUTHEAST OF MILE POST
 HX2082'42, 58 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A SMALL
 HX2082'ROAD LEADING INTO POWELL BRANCH, 29 FEET EAST OF THE EAST RAIL,
 HX2082'SET IN THE TOP AND AT THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 HX2082'HEADWALL OF A DOUBLE STONE AND CONCRETE CULVERT UNDER THE
 HX2082'RAILROAD TRACKS, ABOUT 8 FEET BLEOW THE LEVEL OF THE TOP OF THE
 HX2082'RAIL.
 HX2082
 HX2082                          STATION RECOVERY (1958)
 HX2082
 HX2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HX2082'RECOVERED IN GOOD CONDITION.
 HX2082
 HX2082                          STATION RECOVERY (1973)
 HX2082
 HX2082'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2116 ***********************************************************************
 HX2116  DESIGNATION -  G 37
 HX2116  PID         -  HX2116
 HX2116  STATE/COUNTY-  WV/KANAWHA
 HX2116  USGS QUAD   -  ALUM CREEK (1971)
 HX2116
 HX2116                         *CURRENT SURVEY CONTROL
 HX2116  ___________________________________________________________________
 HX2116* NAD 83(1986)-  38 15 06.     (N)    081 47 43.     (W)     SCALED    
 HX2116* NAVD 88     -       190.786  (meters)     625.94   (feet)  ADJUSTED  
 HX2116  ___________________________________________________________________
 HX2116  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HX2116  DYNAMIC HT  -         190.652 (meters)     625.50  (feet)  COMP
 HX2116  MODELED GRAV-     979,921.0   (mgal)                       NAVD 88
 HX2116
 HX2116  VERT ORDER  -  SECOND    CLASS 0
 HX2116
 HX2116.The horizontal coordinates were scaled from a topographic map and have
 HX2116.an estimated accuracy of +/- 6 seconds.
 HX2116
 HX2116.The orthometric height was determined by differential leveling
 HX2116.and adjusted by the National Geodetic Survey in June 1991..
 HX2116
 HX2116.The geoid height was determined by GEOID03.
 HX2116
 HX2116.The dynamic height is computed by dividing the NAVD 88
 HX2116.geopotential number by the normal gravity value computed on the
 HX2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2116.degrees latitude (g = 980.6199 gals.).
 HX2116
 HX2116.The modeled gravity was interpolated from observed gravity values.
 HX2116
 HX2116;                    North         East    Units  Estimated Accuracy
 HX2116;SPC WV S     -   139,220.      530,390.      MT  (+/- 180 meters Scaled)
 HX2116
 HX2116                          SUPERSEDED SURVEY CONTROL
 HX2116
 HX2116  NGVD 29 (??/??/92)  190.994  (m)          626.62   (f) ADJ UNCH    2 0
 HX2116
 HX2116.Superseded values are not recommended for survey control.
 HX2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2116.See file dsdata.txt to determine how the superseded data were derived.
 HX2116
 HX2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC304340(NAD 83)
 HX2116_MARKER: DB = BENCH MARK DISK
 HX2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2116_STAMPING: G 37 1935
 HX2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2116+STABILITY: SURFACE MOTION
 HX2116
 HX2116  HISTORY     - Date     Condition        Report By
 HX2116  HISTORY     - 1935     MONUMENTED       CGS
 HX2116  HISTORY     - 1975     MARK NOT FOUND   USGS
 HX2116
 HX2116                          STATION DESCRIPTION
 HX2116
 HX2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2116'AT SPROUL.
 HX2116'AT SPROUL, KANAWHA COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 HX2116'30 RAILS WEST OF MILEPOST SA 15, 18 RAILS EAST OF THE STATION,
 HX2116'150 FEET NORTHEAST OF A TURNTABLE, 13 YARDS SOUTHWEST OF THE
 HX2116'SOUTHWEST RAIL AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 HX2116'STAMPED G 37 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HX2116
 HX2116                          STATION RECOVERY (1975)
 HX2116
 HX2116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HX2116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0471 ***********************************************************************
 HY0471  DESIGNATION -  G 38
 HY0471  PID         -  HY0471
 HY0471  STATE/COUNTY-  WV/CABELL
 HY0471  USGS QUAD   -  HURRICANE (1989)
 HY0471
 HY0471                         *CURRENT SURVEY CONTROL
 HY0471  ___________________________________________________________________
 HY0471* NAD 83(1986)-  38 24 48.     (N)    082 05 55.     (W)     SCALED    
 HY0471* NAVD 88     -       197.676  (meters)     648.54   (feet)  ADJUSTED  
 HY0471  ___________________________________________________________________
 HY0471  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HY0471  DYNAMIC HT  -         197.541 (meters)     648.10  (feet)  COMP
 HY0471  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 HY0471
 HY0471  VERT ORDER  -  SECOND    CLASS 0
 HY0471
 HY0471.The horizontal coordinates were scaled from a topographic map and have
 HY0471.an estimated accuracy of +/- 6 seconds.
 HY0471
 HY0471.The orthometric height was determined by differential leveling
 HY0471.and adjusted by the National Geodetic Survey in June 1991..
 HY0471
 HY0471.The geoid height was determined by GEOID03.
 HY0471
 HY0471.The dynamic height is computed by dividing the NAVD 88
 HY0471.geopotential number by the normal gravity value computed on the
 HY0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0471.degrees latitude (g = 980.6199 gals.).
 HY0471
 HY0471.The modeled gravity was interpolated from observed gravity values.
 HY0471
 HY0471;                    North         East    Units  Estimated Accuracy
 HY0471;SPC WV S     -   157,430.      504,060.      MT  (+/- 180 meters Scaled)
 HY0471
 HY0471                          SUPERSEDED SURVEY CONTROL
 HY0471
 HY0471  NGVD 29 (??/??/92)  197.862  (m)          649.15   (f) ADJ UNCH    2 0
 HY0471
 HY0471.Superseded values are not recommended for survey control.
 HY0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0471.See file dsdata.txt to determine how the superseded data were derived.
 HY0471
 HY0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC040522(NAD 83)
 HY0471_MARKER: DB = BENCH MARK DISK
 HY0471_SETTING: 0 = UNSPECIFIED SETTING
 HY0471_STAMPING: G 38 1935
 HY0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0471
 HY0471  HISTORY     - Date     Condition        Report By
 HY0471  HISTORY     - 1935     MONUMENTED       CGS
 HY0471
 HY0471                          STATION DESCRIPTION
 HY0471
 HY0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0471'2 MI W FROM CULLODEN.
 HY0471'2.0 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY0471'STATION AT CULLODEN, CABELL COUNTY, 41 RAILS EAST OF MILEPOST 484,
 HY0471'9 RAILS EAST OF SIGNAL 483.8, 16 FEET NORTH OF THE NORTH RAIL,
 HY0471'IN A ROCK CUT, AND ONE FOOT ABOVE THE LEVEL OF THE TRACK.  A
 HY0471'STANDARD DISK, STAMPED G 38 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2145 ***********************************************************************
 HX2145  DESIGNATION -  G 39
 HX2145  PID         -  HX2145
 HX2145  STATE/COUNTY-  WV/BOONE
 HX2145  USGS QUAD   -  RACINE (1976)
 HX2145
 HX2145                         *CURRENT SURVEY CONTROL
 HX2145  ___________________________________________________________________
 HX2145* NAD 83(1986)-  38 10 46.     (N)    081 42 40.     (W)     SCALED    
 HX2145* NAVD 88     -       197.748  (meters)     648.78   (feet)  ADJUSTED  
 HX2145  ___________________________________________________________________
 HX2145  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HX2145  DYNAMIC HT  -         197.608 (meters)     648.32  (feet)  COMP
 HX2145  MODELED GRAV-     979,914.1   (mgal)                       NAVD 88
 HX2145
 HX2145  VERT ORDER  -  SECOND    CLASS 0
 HX2145
 HX2145.The horizontal coordinates were scaled from a topographic map and have
 HX2145.an estimated accuracy of +/- 6 seconds.
 HX2145
 HX2145.The orthometric height was determined by differential leveling
 HX2145.and adjusted by the National Geodetic Survey in June 1991..
 HX2145
 HX2145.The geoid height was determined by GEOID03.
 HX2145
 HX2145.The dynamic height is computed by dividing the NAVD 88
 HX2145.geopotential number by the normal gravity value computed on the
 HX2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2145.degrees latitude (g = 980.6199 gals.).
 HX2145
 HX2145.The modeled gravity was interpolated from observed gravity values.
 HX2145
 HX2145;                    North         East    Units  Estimated Accuracy
 HX2145;SPC WV S     -   131,140.      537,700.      MT  (+/- 180 meters Scaled)
 HX2145
 HX2145                          SUPERSEDED SURVEY CONTROL
 HX2145
 HX2145  NGVD 29 (??/??/92)  197.956  (m)          649.46   (f) ADJ UNCH    2 0
 HX2145
 HX2145.Superseded values are not recommended for survey control.
 HX2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2145.See file dsdata.txt to determine how the superseded data were derived.
 HX2145
 HX2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC377259(NAD 83)
 HX2145_MARKER: DB = BENCH MARK DISK
 HX2145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2145_SP_SET: PIER
 HX2145_STAMPING: G 39 1935
 HX2145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2145
 HX2145  HISTORY     - Date     Condition        Report By
 HX2145  HISTORY     - 1935     MONUMENTED       CGS
 HX2145  HISTORY     - 1973     GOOD             LOCENG
 HX2145  HISTORY     - 20031003 GOOD             INDIV
 HX2145
 HX2145                          STATION DESCRIPTION
 HX2145
 HX2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2145'AT ASHFORD.
 HX2145'AT ASHFORD, ON THE CHESAPEAKE AND OHIO RAILWAY, AT A HIGHWAY BRIDGE
 HX2145'OVER BIG COAL RIVER, 90 YARDS WEST OF THE WEST RAIL, 4 YARSD
 HX2145'SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE SOUTH END OF THE
 HX2145'EAST PIER, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 HX2145'DISK, STAMPED G 39 1935.
 HX2145
 HX2145                          STATION RECOVERY (1973)
 HX2145
 HX2145'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2145'RECOVERED IN GOOD CONDITION.
 HX2145
 HX2145                          STATION RECOVERY (2003)
 HX2145
 HX2145'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 HX2145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0555 ***********************************************************************
 HX0555  DESIGNATION -  G 4
 HX0555  PID         -  HX0555
 HX0555  STATE/COUNTY-  WV/POCAHONTAS
 HX0555  USGS QUAD   -  HILLSBORO (1995)
 HX0555
 HX0555                         *CURRENT SURVEY CONTROL
 HX0555  ___________________________________________________________________
 HX0555* NAD 83(1986)-  38 09 25.     (N)    080 08 31.     (W)     SCALED    
 HX0555* NAVD 88     -       636.598  (meters)    2088.57   (feet)  ADJUSTED  
 HX0555  ___________________________________________________________________
 HX0555  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HX0555  DYNAMIC HT  -         636.079 (meters)    2086.87  (feet)  COMP
 HX0555  MODELED GRAV-     979,793.7   (mgal)                       NAVD 88
 HX0555
 HX0555  VERT ORDER  -  FIRST     CLASS II
 HX0555
 HX0555.The horizontal coordinates were scaled from a topographic map and have
 HX0555.an estimated accuracy of +/- 6 seconds.
 HX0555
 HX0555.The orthometric height was determined by differential leveling
 HX0555.and adjusted by the National Geodetic Survey in June 1991..
 HX0555
 HX0555.The geoid height was determined by GEOID03.
 HX0555
 HX0555.The dynamic height is computed by dividing the NAVD 88
 HX0555.geopotential number by the normal gravity value computed on the
 HX0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0555.degrees latitude (g = 980.6199 gals.).
 HX0555
 HX0555.The modeled gravity was interpolated from observed gravity values.
 HX0555
 HX0555;                    North         East    Units  Estimated Accuracy
 HX0555;SPC WV S     -   128,760.      675,200.      MT  (+/- 180 meters Scaled)
 HX0555
 HX0555                          SUPERSEDED SURVEY CONTROL
 HX0555
 HX0555  NGVD 29 (??/??/92)  636.682  (m)         2088.85   (f) ADJ UNCH    1 2
 HX0555
 HX0555.Superseded values are not recommended for survey control.
 HX0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0555.See file dsdata.txt to determine how the superseded data were derived.
 HX0555
 HX0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC751235(NAD 83)
 HX0555_MARKER: DB = BENCH MARK DISK
 HX0555_SETTING: 80 = SET IN A BOULDER
 HX0555_SP_SET: BOULDER
 HX0555_STAMPING: G 4 1933
 HX0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0555+STABILITY: SURFACE MOTION
 HX0555
 HX0555  HISTORY     - Date     Condition        Report By
 HX0555  HISTORY     - 1933     MONUMENTED       CGS
 HX0555  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0555  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0555
 HX0555                          STATION DESCRIPTION
 HX0555
 HX0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX0555'2.5 MI SE FROM BUCKEYE.
 HX0555'2.5 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX0555'THE STATION AT BUCKEYE, POCAHONTAS COUNTY, 0.5 MILE SOUTH OF
 HX0555'THE STATION AT VIOLET, 40 FEET SOUTH OF A SHACK, 6 YARDS
 HX0555'NORTHEAST OF THE EAST RAIL, IN THE TOP OF A ROCK BOULDER, AND
 HX0555'ABOUT LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED G 4 1933.
 HX0555
 HX0555                          STATION RECOVERY (1973)
 HX0555
 HX0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0555'MARK NOT FOUND.
 HX0555
 HX0555                          STATION RECOVERY (1983)
 HX0555
 HX0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2186 ***********************************************************************
 GX2186  DESIGNATION -  G 42
 GX2186  PID         -  GX2186
 GX2186  STATE/COUNTY-  WV/WYOMING
 GX2186  USGS QUAD   -  PINEVILLE (1976)
 GX2186
 GX2186                         *CURRENT SURVEY CONTROL
 GX2186  ___________________________________________________________________
 GX2186* NAD 83(1986)-  37 35 01.     (N)    081 32 16.     (W)     SCALED    
 GX2186* NAVD 88     -       402.572  (meters)    1320.77   (feet)  ADJUSTED  
 GX2186  ___________________________________________________________________
 GX2186  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX2186  DYNAMIC HT  -         402.252 (meters)    1319.72  (feet)  COMP
 GX2186  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 GX2186
 GX2186  VERT ORDER  -  SECOND    CLASS 0
 GX2186
 GX2186.The horizontal coordinates were scaled from a topographic map and have
 GX2186.an estimated accuracy of +/- 6 seconds.
 GX2186
 GX2186.The orthometric height was determined by differential leveling
 GX2186.and adjusted by the National Geodetic Survey in June 1991..
 GX2186
 GX2186.The geoid height was determined by GEOID03.
 GX2186
 GX2186.The dynamic height is computed by dividing the NAVD 88
 GX2186.geopotential number by the normal gravity value computed on the
 GX2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2186.degrees latitude (g = 980.6199 gals.).
 GX2186
 GX2186.The modeled gravity was interpolated from observed gravity values.
 GX2186
 GX2186;                    North         East    Units  Estimated Accuracy
 GX2186;SPC WV S     -    64,910.      552,500.      MT  (+/- 180 meters Scaled)
 GX2186
 GX2186                          SUPERSEDED SURVEY CONTROL
 GX2186
 GX2186  NGVD 29 (??/??/92)  402.743  (m)         1321.33   (f) ADJ UNCH    2 0
 GX2186
 GX2186.Superseded values are not recommended for survey control.
 GX2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2186.See file dsdata.txt to determine how the superseded data were derived.
 GX2186
 GX2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB525597(NAD 83)
 GX2186_MARKER: DB = BENCH MARK DISK
 GX2186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2186_SP_SET: BUILDING
 GX2186_STAMPING: G 42 1935
 GX2186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2186
 GX2186  HISTORY     - Date     Condition        Report By
 GX2186  HISTORY     - 1935     MONUMENTED       CGS
 GX2186  HISTORY     - 1958     GOOD             NGS
 GX2186  HISTORY     - 1963     GOOD             AEROS
 GX2186  HISTORY     - 1980     GOOD             LOCSUR
 GX2186
 GX2186                          STATION DESCRIPTION
 GX2186
 GX2186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2186'AT PINEVILLE.
 GX2186'AT PINEVILLE, AT THE COURTHOUSE, SET VERTICALLY IN THE SOUTH
 GX2186'FACE OF THE SOUTHEAST CORNER OF THE BUILDING, 1 FOOT WEST OF
 GX2186'THE SOUTHEAST CORNER, AND 2 FEET ABOVE THE GROUND.
 GX2186
 GX2186                          STATION RECOVERY (1963)
 GX2186
 GX2186'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2186'RECOVERED IN GOOD CONDITION.
 GX2186
 GX2186                          STATION RECOVERY (1980)
 GX2186
 GX2186'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1154 ***********************************************************************
 GX1154  DESIGNATION -  G 43
 GX1154  PID         -  GX1154
 GX1154  STATE/COUNTY-  WV/RALEIGH
 GX1154  USGS QUAD   -  LESTER (1976)
 GX1154
 GX1154                         *CURRENT SURVEY CONTROL
 GX1154  ___________________________________________________________________
 GX1154* NAD 83(1986)-  37 41 03.     (N)    081 17 20.     (W)     SCALED    
 GX1154* NAVD 88     -       564.287  (meters)    1851.33   (feet)  ADJUSTED  
 GX1154  ___________________________________________________________________
 GX1154  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX1154  DYNAMIC HT  -         563.823 (meters)    1849.81  (feet)  COMP
 GX1154  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 GX1154
 GX1154  VERT ORDER  -  SECOND    CLASS 0
 GX1154
 GX1154.The horizontal coordinates were scaled from a topographic map and have
 GX1154.an estimated accuracy of +/- 6 seconds.
 GX1154
 GX1154.The orthometric height was determined by differential leveling
 GX1154.and adjusted by the National Geodetic Survey in June 1991..
 GX1154
 GX1154.The geoid height was determined by GEOID03.
 GX1154
 GX1154.The dynamic height is computed by dividing the NAVD 88
 GX1154.geopotential number by the normal gravity value computed on the
 GX1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1154.degrees latitude (g = 980.6199 gals.).
 GX1154
 GX1154.The modeled gravity was interpolated from observed gravity values.
 GX1154
 GX1154;                    North         East    Units  Estimated Accuracy
 GX1154;SPC WV S     -    75,970.      574,520.      MT  (+/- 180 meters Scaled)
 GX1154
 GX1154                          SUPERSEDED SURVEY CONTROL
 GX1154
 GX1154  NGVD 29 (??/??/92)  564.439  (m)         1851.83   (f) ADJ UNCH    2 0
 GX1154
 GX1154.Superseded values are not recommended for survey control.
 GX1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1154.See file dsdata.txt to determine how the superseded data were derived.
 GX1154
 GX1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB745708(NAD 83)
 GX1154_MARKER: DB = BENCH MARK DISK
 GX1154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1154_SP_SET: BRIDGE
 GX1154_STAMPING: G 43 1935
 GX1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1154
 GX1154  HISTORY     - Date     Condition        Report By
 GX1154  HISTORY     - 1935     MONUMENTED       CGS
 GX1154  HISTORY     - 1960     GOOD             NGS
 GX1154
 GX1154                          STATION DESCRIPTION
 GX1154
 GX1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1154'AT STOTESBURY.
 GX1154'AT STOTESBURY, ALONG THE VIRGINIAN RAILWAY, SET IN THE TOP OF
 GX1154'NORTHWEST END OF BRIDGE SEAT OF NORTHEAST CONCRETE ABUTMENT OF
 GX1154'A 14-FOOT RAILROAD BRIDGE OVER OLD SHOP BRANCH, 12 FEET NORTHWEST
 GX1154'OF NORTHWEST RAIL, 69 1/2 FEET SOUTH OF SOUTH CORNER OF STONE
 GX1154'BUILDING OF POWER SUB STATION, 3/4 FEET SOUTHEAST OF NORTHWEST
 GX1154'END OF BRIDGE SEAT AND ABOUT 3 FEET BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2177 ***********************************************************************
 GX2177  DESIGNATION -  G 44
 GX2177  PID         -  GX2177
 GX2177  STATE/COUNTY-  WV/WYOMING
 GX2177  USGS QUAD   -  PINEVILLE (1976)
 GX2177
 GX2177                         *CURRENT SURVEY CONTROL
 GX2177  ___________________________________________________________________
 GX2177* NAD 83(1986)-  37 30 35.     (N)    081 34 29.     (W)     SCALED    
 GX2177* NAVD 88     -       416.702  (meters)    1367.13   (feet)  ADJUSTED  
 GX2177  ___________________________________________________________________
 GX2177  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX2177  DYNAMIC HT  -         416.367 (meters)    1366.03  (feet)  COMP
 GX2177  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 GX2177
 GX2177  VERT ORDER  -  SECOND    CLASS 0
 GX2177
 GX2177.The horizontal coordinates were scaled from a topographic map and have
 GX2177.an estimated accuracy of +/- 6 seconds.
 GX2177
 GX2177.The orthometric height was determined by differential leveling
 GX2177.and adjusted by the National Geodetic Survey in June 1991..
 GX2177
 GX2177.The geoid height was determined by GEOID03.
 GX2177
 GX2177.The dynamic height is computed by dividing the NAVD 88
 GX2177.geopotential number by the normal gravity value computed on the
 GX2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2177.degrees latitude (g = 980.6199 gals.).
 GX2177
 GX2177.The modeled gravity was interpolated from observed gravity values.
 GX2177
 GX2177;                    North         East    Units  Estimated Accuracy
 GX2177;SPC WV S     -    56,730.      549,190.      MT  (+/- 180 meters Scaled)
 GX2177
 GX2177                          SUPERSEDED SURVEY CONTROL
 GX2177
 GX2177  NGVD 29 (??/??/92)  416.862  (m)         1367.65   (f) ADJ UNCH    2 0
 GX2177
 GX2177.Superseded values are not recommended for survey control.
 GX2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2177.See file dsdata.txt to determine how the superseded data were derived.
 GX2177
 GX2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB492515(NAD 83)
 GX2177_MARKER: DB = BENCH MARK DISK
 GX2177_SETTING: 66 = SET IN ROCK OUTCROP
 GX2177_SP_SET: FLAT ROCK
 GX2177_STAMPING: G 44 1935
 GX2177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2177+STABILITY: POSITION/ELEVATION WELL
 GX2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX2177+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003
 GX2177
 GX2177  HISTORY     - Date     Condition        Report By
 GX2177  HISTORY     - 1935     MONUMENTED       CGS
 GX2177  HISTORY     - 1958     GOOD             NGS
 GX2177  HISTORY     - 1963     GOOD             AEROS
 GX2177  HISTORY     - 1980     GOOD             LOCSUR
 GX2177  HISTORY     - 20030202 GOOD             INDIV
 GX2177
 GX2177                          STATION DESCRIPTION
 GX2177
 GX2177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2177'8 MI S FROM PINEVILLE.
 GX2177'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 GX2177'AT PINEVILLE, THENCE ABOUT 7.8 MILES SOUTH ALONG STATE HIGHWAY 16,
 GX2177'2.0 MILES NORTH OF AN 80-FOOT BRIDGE OVER INDIAN CREEK, ON THE
 GX2177'OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND SOUTH,
 GX2177'ABOUT 50 YARDS EAST AND ACROSS THE HIGHWAY FROM AN UNPAINTED HOUSE,
 GX2177'54 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN TOP
 GX2177'OF A FLAT ROCK THAT IS IN THE BANK ON THE SOUTHEAST SIDE OF A
 GX2177'VERY SMALL STREAM THAT FLOWS ALONG THE SOUTH SIDE OF A DEEP
 GX2177'RAVINE LEADING NORTHEAST FROM THE HIGHWAY, 33 1/2 FEET NORTHEAST
 GX2177'OF THE NORTH CORNER OF A 4-FOOT CONCRETE BOX CULVERT, 2 1/2 FEET
 GX2177'SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK, 2 FEET EAST OF THE
 GX2177'WEST EDGE OF THE ROCK, 4 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GX2177'STREAM, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2177
 GX2177                          STATION RECOVERY (1963)
 GX2177
 GX2177'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2177'RECOVERED IN GOOD CONDITION.
 GX2177
 GX2177                          STATION RECOVERY (1980)
 GX2177
 GX2177'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2177'RECOVERED IN GOOD CONDITION.
 GX2177
 GX2177                          STATION RECOVERY (2003)
 GX2177
 GX2177'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2210 ***********************************************************************
 GX2210  DESIGNATION -  G 45
 GX2210  PID         -  GX2210
 GX2210  STATE/COUNTY-  WV/LOGAN
 GX2210  USGS QUAD   -  MAN (1976)
 GX2210
 GX2210                         *CURRENT SURVEY CONTROL
 GX2210  ___________________________________________________________________
 GX2210* NAD 83(1986)-  37 44 17.     (N)    081 52 29.     (W)     SCALED    
 GX2210* NAVD 88     -       225.932  (meters)     741.25   (feet)  ADJUSTED  
 GX2210  ___________________________________________________________________
 GX2210  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GX2210  DYNAMIC HT  -         225.763 (meters)     740.69  (feet)  COMP
 GX2210  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 GX2210
 GX2210  VERT ORDER  -  SECOND    CLASS 0
 GX2210
 GX2210.The horizontal coordinates were scaled from a topographic map and have
 GX2210.an estimated accuracy of +/- 6 seconds.
 GX2210
 GX2210.The orthometric height was determined by differential leveling
 GX2210.and adjusted by the National Geodetic Survey in June 1991..
 GX2210
 GX2210.The geoid height was determined by GEOID03.
 GX2210
 GX2210.The dynamic height is computed by dividing the NAVD 88
 GX2210.geopotential number by the normal gravity value computed on the
 GX2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2210.degrees latitude (g = 980.6199 gals.).
 GX2210
 GX2210.The modeled gravity was interpolated from observed gravity values.
 GX2210
 GX2210;                    North         East    Units  Estimated Accuracy
 GX2210;SPC WV S     -    82,280.      522,900.      MT  (+/- 180 meters Scaled)
 GX2210
 GX2210                          SUPERSEDED SURVEY CONTROL
 GX2210
 GX2210  NGVD 29 (??/??/92)  226.13   (m)          741.9    (f) COMPUTED    2 0
 GX2210
 GX2210.Superseded values are not recommended for survey control.
 GX2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2210.See file dsdata.txt to determine how the superseded data were derived.
 GX2210
 GX2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB229771(NAD 83)
 GX2210_MARKER: DB = BENCH MARK DISK
 GX2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2210_STAMPING: G 45 1935
 GX2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2210+STABILITY: SURFACE MOTION
 GX2210
 GX2210  HISTORY     - Date     Condition        Report By
 GX2210  HISTORY     - 1935     MONUMENTED       CGS
 GX2210  HISTORY     - 1957     MARK NOT FOUND   NGS
 GX2210
 GX2210                          STATION DESCRIPTION
 GX2210
 GX2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2210'0.6 MI SE FROM MAN.
 GX2210'0.6 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM MAN,
 GX2210'LOGAN COUNTY, 6 RAILS NORTH OF MILEPOST B 79, AT THE CROSSING OF
 GX2210'STATE HIGHWAY 10, 21 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GX2210'3 FEET SOUTH OF A CROSSING-WARNING SIGN, AND ABOUT 6 INCHES LOWER
 GX2210'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 45 1935 AND SET
 GX2210'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0032 ***********************************************************************
 GY0032  DESIGNATION -  G 46
 GY0032  PID         -  GY0032
 GY0032  STATE/COUNTY-  WV/WAYNE
 GY0032  USGS QUAD   -  WEBB (1989)
 GY0032
 GY0032                         *CURRENT SURVEY CONTROL
 GY0032  ___________________________________________________________________
 GY0032* NAD 83(1986)-  37 52 42.     (N)    082 25 05.     (W)     SCALED    
 GY0032* NAVD 88     -       190.348  (meters)     624.50   (feet)  ADJUSTED  
 GY0032  ___________________________________________________________________
 GY0032  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GY0032  DYNAMIC HT  -         190.208 (meters)     624.04  (feet)  COMP
 GY0032  MODELED GRAV-     979,891.3   (mgal)                       NAVD 88
 GY0032
 GY0032  VERT ORDER  -  SECOND    CLASS 0
 GY0032
 GY0032.The horizontal coordinates were scaled from a topographic map and have
 GY0032.an estimated accuracy of +/- 6 seconds.
 GY0032
 GY0032.The orthometric height was determined by differential leveling
 GY0032.and adjusted by the National Geodetic Survey in June 1991..
 GY0032
 GY0032.The geoid height was determined by GEOID03.
 GY0032
 GY0032.The dynamic height is computed by dividing the NAVD 88
 GY0032.geopotential number by the normal gravity value computed on the
 GY0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0032.degrees latitude (g = 980.6199 gals.).
 GY0032
 GY0032.The modeled gravity was interpolated from observed gravity values.
 GY0032
 GY0032;                    North         East    Units  Estimated Accuracy
 GY0032;SPC WV S     -    98,440.      475,260.      MT  (+/- 180 meters Scaled)
 GY0032
 GY0032                          SUPERSEDED SURVEY CONTROL
 GY0032
 GY0032  NGVD 29 (??/??/92)  190.567  (m)          625.22   (f) ADJ UNCH    2 0
 GY0032
 GY0032.Superseded values are not recommended for survey control.
 GY0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0032.See file dsdata.txt to determine how the superseded data were derived.
 GY0032
 GY0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB752932(NAD 83)
 GY0032_MARKER: DB = BENCH MARK DISK
 GY0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0032_SP_SET: CONCRETE
 GY0032_STAMPING: G 46 1935
 GY0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0032
 GY0032  HISTORY     - Date     Condition        Report By
 GY0032  HISTORY     - 1935     MONUMENTED       CGS
 GY0032  HISTORY     - 1942     GOOD             NGS
 GY0032
 GY0032                          STATION DESCRIPTION
 GY0032
 GY0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GY0032'AT STONE COAL.
 GY0032'AT STONE COAL, WAYNE COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GY0032'16 RAILS SOUTH OF THE STATION, 19-1/2 RAILS SOUTH OF MILE POST
 GY0032'NA 9, 53.5 FEET NORTH OF THE NORTH CORNER OF A WATER-PUMP, AT A
 GY0032'LARGE WATER TANK, IN THE TOP OF THE CONCRETE BASE OF THE SOUTHWEST
 GY0032'PEDESTAL, 6 INCHES EAST OF THE WEST CORNER, 16 FEET EAST OF THE
 GY0032'EAST RAIL OF AN EAST SPUR TRACK, AND LEVEL WITH THE TOP OF THE
 GY0032'RAIL.  A STANDARD DISK, STAMPED G 46 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0116 ***********************************************************************
 GY0116  DESIGNATION -  G 47
 GY0116  PID         -  GY0116
 GY0116  STATE/COUNTY-  WV/MINGO
 GY0116  USGS QUAD   -  MATEWAN (1992)
 GY0116
 GY0116                         *CURRENT SURVEY CONTROL
 GY0116  ___________________________________________________________________
 GY0116* NAD 83(1986)-  37 36 24.     (N)    082 09 18.     (W)     SCALED    
 GY0116* NAVD 88     -       215.033  (meters)     705.49   (feet)  ADJUSTED  
 GY0116  ___________________________________________________________________
 GY0116  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GY0116  DYNAMIC HT  -         214.871 (meters)     704.96  (feet)  COMP
 GY0116  MODELED GRAV-     979,872.8   (mgal)                       NAVD 88
 GY0116
 GY0116  VERT ORDER  -  SECOND    CLASS 0
 GY0116
 GY0116.The horizontal coordinates were scaled from a topographic map and have
 GY0116.an estimated accuracy of +/- 6 seconds.
 GY0116
 GY0116.The orthometric height was determined by differential leveling
 GY0116.and adjusted by the National Geodetic Survey in June 1991..
 GY0116
 GY0116.The geoid height was determined by GEOID03.
 GY0116
 GY0116.The dynamic height is computed by dividing the NAVD 88
 GY0116.geopotential number by the normal gravity value computed on the
 GY0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0116.degrees latitude (g = 980.6199 gals.).
 GY0116
 GY0116.The modeled gravity was interpolated from observed gravity values.
 GY0116
 GY0116;                    North         East    Units  Estimated Accuracy
 GY0116;SPC WV S     -    67,970.      498,020.      MT  (+/- 180 meters Scaled)
 GY0116
 GY0116                          SUPERSEDED SURVEY CONTROL
 GY0116
 GY0116  NGVD 29 (??/??/92)  215.258  (m)          706.23   (f) ADJ UNCH    2 0
 GY0116
 GY0116.Superseded values are not recommended for survey control.
 GY0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0116.See file dsdata.txt to determine how the superseded data were derived.
 GY0116
 GY0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB980628(NAD 83)
 GY0116_MARKER: DB = BENCH MARK DISK
 GY0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0116_STAMPING: G 47 1935
 GY0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0116+STABILITY: SURFACE MOTION
 GY0116
 GY0116  HISTORY     - Date     Condition        Report By
 GY0116  HISTORY     - 1935     MONUMENTED       CGS
 GY0116  HISTORY     - 20060309 MARK NOT FOUND   JCLS
 GY0116
 GY0116                          STATION DESCRIPTION
 GY0116
 GY0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0116'2.5 MI NW FROM THACKER.
 GY0116'2.5 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0116'THE STATION AT THACKER, MINGO COUNTY, DIRECTLY ACROSS THE TRACK
 GY0116'FROM THE WHITES SIGN, ABOUT 100 YARDS NORTH OF A ROAD CROSSING,
 GY0116'37 YARDS SOUTHWEST OF SEMAPHORE 458.6, 49.4 FEET NORTHWEST OF
 GY0116'TELEPHONE POLE 458/30, 47.8 FEET WEST OF THE WEST RAIL, 1.8
 GY0116'FEET EAST OF A FENCE LINE, AND ABOUT 3 FEET BELOW THE LEVEL OF
 GY0116'THE RAIL.  A STANDARD DISK, STAMPED G 47 1935 AND SET IN THE TOP
 GY0116'OF A CONCRETE POST.
 GY0116
 GY0116                          STATION RECOVERY (2006)
 GY0116
 GY0116'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 GY0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1656 ***********************************************************************
 GX1656  DESIGNATION -  G 49
 GX1656  PID         -  GX1656
 GX1656  STATE/COUNTY-  WV/MCDOWELL
 GX1656  USGS QUAD   -  WELCH (1976)
 GX1656
 GX1656                         *CURRENT SURVEY CONTROL
 GX1656  ___________________________________________________________________
 GX1656* NAD 83(1986)-  37 26 38.     (N)    081 35 48.     (W)     SCALED    
 GX1656* NAVD 88     -       392.570  (meters)    1287.96   (feet)  ADJUSTED  
 GX1656  ___________________________________________________________________
 GX1656  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX1656  DYNAMIC HT  -         392.248 (meters)    1286.90  (feet)  COMP
 GX1656  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 GX1656
 GX1656  VERT ORDER  -  SECOND    CLASS 0
 GX1656
 GX1656.The horizontal coordinates were scaled from a topographic map and have
 GX1656.an estimated accuracy of +/- 6 seconds.
 GX1656
 GX1656.The orthometric height was determined by differential leveling
 GX1656.and adjusted by the National Geodetic Survey in June 1991..
 GX1656
 GX1656.The geoid height was determined by GEOID03.
 GX1656
 GX1656.The dynamic height is computed by dividing the NAVD 88
 GX1656.geopotential number by the normal gravity value computed on the
 GX1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1656.degrees latitude (g = 980.6199 gals.).
 GX1656
 GX1656.The modeled gravity was interpolated from observed gravity values.
 GX1656
 GX1656;                    North         East    Units  Estimated Accuracy
 GX1656;SPC WV S     -    49,440.      547,200.      MT  (+/- 180 meters Scaled)
 GX1656
 GX1656                          SUPERSEDED SURVEY CONTROL
 GX1656
 GX1656  NGVD 29 (??/??/92)  392.737  (m)         1288.50   (f) ADJ UNCH    2 0
 GX1656
 GX1656.Superseded values are not recommended for survey control.
 GX1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1656.See file dsdata.txt to determine how the superseded data were derived.
 GX1656
 GX1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB472442(NAD 83)
 GX1656_MARKER: DB = BENCH MARK DISK
 GX1656_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1656_SP_SET: ABUTMENT
 GX1656_STAMPING: G 49 1935
 GX1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1656
 GX1656  HISTORY     - Date     Condition        Report By
 GX1656  HISTORY     - 1935     MONUMENTED       CGS
 GX1656  HISTORY     - 1958     GOOD             NGS
 GX1656
 GX1656                          STATION DESCRIPTION
 GX1656
 GX1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1656'1.2 MI NW FROM WELCH.
 GX1656'1.2 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1656'THE STATION AT WELCH, ABOUT 54 YARDS SOUTH OF THE SOUTH END OF
 GX1656'THE SECOND TUNNEL NORTH OF THE STATION, AT BRIDGE 894 OVER TUG
 GX1656'FORK, IN TOP OF THE EAST END OF THE NORTH ABUTMENT, 7 FEET EAST
 GX1656'OF THE EAST RAIL OF THE EAST TRACK, AND ABOUT 1 1/2 FEET BELOW
 GX1656'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0522 ***********************************************************************
 HY0522  DESIGNATION -  G 51
 HY0522  PID         -  HY0522
 HY0522  STATE/COUNTY-  WV/LINCOLN
 HY0522  USGS QUAD   -  WEST HAMLIN (1989)
 HY0522
 HY0522                         *CURRENT SURVEY CONTROL
 HY0522  ___________________________________________________________________
 HY0522* NAD 83(1986)-  38 15 40.     (N)    082 11 51.     (W)     SCALED    
 HY0522* NAVD 88     -       182.932  (meters)     600.17   (feet)  ADJUSTED  
 HY0522  ___________________________________________________________________
 HY0522  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HY0522  DYNAMIC HT  -         182.803 (meters)     599.75  (feet)  COMP
 HY0522  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 HY0522
 HY0522  VERT ORDER  -  SECOND    CLASS 0
 HY0522
 HY0522.The horizontal coordinates were scaled from a topographic map and have
 HY0522.an estimated accuracy of +/- 6 seconds.
 HY0522
 HY0522.The orthometric height was determined by differential leveling
 HY0522.and adjusted by the National Geodetic Survey in June 1991..
 HY0522
 HY0522.The geoid height was determined by GEOID03.
 HY0522
 HY0522.The dynamic height is computed by dividing the NAVD 88
 HY0522.geopotential number by the normal gravity value computed on the
 HY0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0522.degrees latitude (g = 980.6199 gals.).
 HY0522
 HY0522.The modeled gravity was interpolated from observed gravity values.
 HY0522
 HY0522;                    North         East    Units  Estimated Accuracy
 HY0522;SPC WV S     -   140,650.      495,210.      MT  (+/- 180 meters Scaled)
 HY0522
 HY0522                          SUPERSEDED SURVEY CONTROL
 HY0522
 HY0522  NGVD 29 (??/??/92)  183.131  (m)          600.82   (f) ADJ UNCH    2 0
 HY0522
 HY0522.Superseded values are not recommended for survey control.
 HY0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0522.See file dsdata.txt to determine how the superseded data were derived.
 HY0522
 HY0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC952354(NAD 83)
 HY0522_MARKER: DB = BENCH MARK DISK
 HY0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0522_STAMPING: G 51 1935
 HY0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0522+STABILITY: SURFACE MOTION
 HY0522
 HY0522  HISTORY     - Date     Condition        Report By
 HY0522  HISTORY     - 1935     MONUMENTED       CGS
 HY0522
 HY0522                          STATION DESCRIPTION
 HY0522
 HY0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0522'1.9 MI S FROM WEST HAMLIN.
 HY0522'1.9 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY0522'STATION AT WEST HAMLIN, LINCOLN COUNTY, 5 RAILS SOUTH ACROSS
 HY0522'THE TRACK FROM MILEPOST B 19, AT THE SOUTH END OF A DOUBLE
 HY0522'TRACK, 25 YARDS NORTHEAST ACROSS THE TRACK FROM A SWITCH HOUSE,
 HY0522'43 FEET EAST OF THE EAST RAIL, 3 FEET WEST OF A FENCE LINE, AND
 HY0522'ABOUT 5 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HY0522'G 51 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2274 ***********************************************************************
 GX2274  DESIGNATION -  G 52
 GX2274  PID         -  GX2274
 GX2274  STATE/COUNTY-  WV/LOGAN
 GX2274  USGS QUAD   -  AMHERSTDALE (1989)
 GX2274
 GX2274                         *CURRENT SURVEY CONTROL
 GX2274  ___________________________________________________________________
 GX2274* NAD 83(1986)-  37 51 48.     (N)    081 52 18.     (W)     SCALED    
 GX2274* NAVD 88     -       329.247  (meters)    1080.20   (feet)  ADJUSTED  
 GX2274  ___________________________________________________________________
 GX2274  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GX2274  DYNAMIC HT  -         329.006 (meters)    1079.41  (feet)  COMP
 GX2274  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 GX2274
 GX2274  VERT ORDER  -  SECOND    CLASS 0
 GX2274
 GX2274.The horizontal coordinates were scaled from a topographic map and have
 GX2274.an estimated accuracy of +/- 6 seconds.
 GX2274
 GX2274.The orthometric height was determined by differential leveling
 GX2274.and adjusted by the National Geodetic Survey in June 1991..
 GX2274
 GX2274.The geoid height was determined by GEOID03.
 GX2274
 GX2274.The dynamic height is computed by dividing the NAVD 88
 GX2274.geopotential number by the normal gravity value computed on the
 GX2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2274.degrees latitude (g = 980.6199 gals.).
 GX2274
 GX2274.The modeled gravity was interpolated from observed gravity values.
 GX2274
 GX2274;                    North         East    Units  Estimated Accuracy
 GX2274;SPC WV S     -    96,180.      523,300.      MT  (+/- 180 meters Scaled)
 GX2274
 GX2274                          SUPERSEDED SURVEY CONTROL
 GX2274
 GX2274  NGVD 29 (??/??/92)  329.444  (m)         1080.85   (f) ADJ UNCH    2 0
 GX2274
 GX2274.Superseded values are not recommended for survey control.
 GX2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2274.See file dsdata.txt to determine how the superseded data were derived.
 GX2274
 GX2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB233910(NAD 83)
 GX2274_MARKER: DD = SURVEY DISK
 GX2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2274_STAMPING: G 52 1935
 GX2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2274+STABILITY: SURFACE MOTION
 GX2274
 GX2274  HISTORY     - Date     Condition        Report By
 GX2274  HISTORY     - 1935     MONUMENTED       WVGS
 GX2274  HISTORY     - 1935     MARK NOT FOUND   NGS
 GX2274  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2274  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2274
 GX2274                          STATION DESCRIPTION
 GX2274
 GX2274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2274'0.4 MI E FROM HETZEL.
 GX2274'0.4 MILE EAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE AT
 GX2274'HETZEL, LOGAN COUNTY, 0.2 MILE EAST OF THE TOWN LIMITS, AT THE
 GX2274'FOOT OF BLAIR MOUNTAIN, 18.4 FEET SOUTH OF THE CENTERLINE OF
 GX2274'THE HIGHWAY, ACROSS THE HIGHWAY FROM THE MOUTH OF A HOLLOW IN
 GX2274'THE EMBANKMENT, 2 FEET SOUTH OF A GUARD-RAIL FENCE, AND ABOUT 6
 GX2274'INCHES HIGHER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 GX2274'STAMPED G 52 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GX2274
 GX2274                          STATION RECOVERY (1960)
 GX2274
 GX2274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2274'MARK NOT FOUND.
 GX2274
 GX2274                          STATION RECOVERY (1960)
 GX2274
 GX2274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0067 ***********************************************************************
 JX0067  DESIGNATION -  G 54
 JX0067  PID         -  JX0067
 JX0067  STATE/COUNTY-  WV/MARION
 JX0067  USGS QUAD   -  FAIRMONT WEST (1976)
 JX0067
 JX0067                         *CURRENT SURVEY CONTROL
 JX0067  ___________________________________________________________________
 JX0067* NAD 83(1986)-  39 29 58.     (N)    080 11 07.     (W)     SCALED    
 JX0067* NAVD 88     -       279.791  (meters)     917.95   (feet)  ADJUSTED  
 JX0067  ___________________________________________________________________
 JX0067  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JX0067  DYNAMIC HT  -         279.624 (meters)     917.40  (feet)  COMP
 JX0067  MODELED GRAV-     980,023.8   (mgal)                       NAVD 88
 JX0067
 JX0067  VERT ORDER  -  FIRST     CLASS II
 JX0067
 JX0067.The horizontal coordinates were scaled from a topographic map and have
 JX0067.an estimated accuracy of +/- 6 seconds.
 JX0067
 JX0067.The orthometric height was determined by differential leveling
 JX0067.and adjusted by the National Geodetic Survey in June 1991..
 JX0067
 JX0067.The geoid height was determined by GEOID03.
 JX0067
 JX0067.The dynamic height is computed by dividing the NAVD 88
 JX0067.geopotential number by the normal gravity value computed on the
 JX0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0067.degrees latitude (g = 980.6199 gals.).
 JX0067
 JX0067.The modeled gravity was interpolated from observed gravity values.
 JX0067
 JX0067;                    North         East    Units  Estimated Accuracy
 JX0067;SPC WV N     -   111,180.      541,060.      MT  (+/- 180 meters Scaled)
 JX0067
 JX0067                          SUPERSEDED SURVEY CONTROL
 JX0067
 JX0067  NGVD 29 (??/??/92)  279.96   (m)          918.5    (f) COMPUTED    1 2
 JX0067
 JX0067.Superseded values are not recommended for survey control.
 JX0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0067.See file dsdata.txt to determine how the superseded data were derived.
 JX0067
 JX0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND700725(NAD 83)
 JX0067_MARKER: DB = BENCH MARK DISK
 JX0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0067_STAMPING: G-54 1935
 JX0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0067+STABILITY: SURFACE MOTION
 JX0067
 JX0067  HISTORY     - Date     Condition        Report By
 JX0067  HISTORY     - 1935     MONUMENTED       CGS
 JX0067
 JX0067                          STATION DESCRIPTION
 JX0067
 JX0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0067'1.1 MI NW FROM BARRACKVILLE.
 JX0067'ALONG BALTIMORE AND OHIO RAILROAD, 225 FEET WEST OF RAILROAD
 JX0067'BRIDGE 115 1/2, 75 FEET NORTHEAST OF TELEGRAPH POLE 308/24,
 JX0067'65 FEET SOUTH OF CENTER LINE OF BRICK ROAD TO BARRACKVILLE, 42
 JX0067'FEET NORTH OF NEAREST RAIL OF MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1165 ***********************************************************************
 HW1165  DESIGNATION -  G 60
 HW1165  PID         -  HW1165
 HW1165  STATE/COUNTY-  WV/HARDY
 HW1165  USGS QUAD   -  LOST CITY (1994)
 HW1165
 HW1165                         *CURRENT SURVEY CONTROL
 HW1165  ___________________________________________________________________
 HW1165* NAD 83(1986)-  38 55 26.     (N)    078 50 29.     (W)     SCALED    
 HW1165* NAVD 88     -       439.988  (meters)    1443.53   (feet)  ADJUSTED  
 HW1165  ___________________________________________________________________
 HW1165  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HW1165  DYNAMIC HT  -         439.683 (meters)    1442.53  (feet)  COMP
 HW1165  MODELED GRAV-     979,920.7   (mgal)                       NAVD 88
 HW1165
 HW1165  VERT ORDER  -  SECOND    CLASS 0
 HW1165
 HW1165.The horizontal coordinates were scaled from a topographic map and have
 HW1165.an estimated accuracy of +/- 6 seconds.
 HW1165
 HW1165.The orthometric height was determined by differential leveling
 HW1165.and adjusted by the National Geodetic Survey in June 1991..
 HW1165
 HW1165.The geoid height was determined by GEOID03.
 HW1165
 HW1165.The dynamic height is computed by dividing the NAVD 88
 HW1165.geopotential number by the normal gravity value computed on the
 HW1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1165.degrees latitude (g = 980.6199 gals.).
 HW1165
 HW1165.The modeled gravity was interpolated from observed gravity values.
 HW1165
 HW1165;                    North         East    Units  Estimated Accuracy
 HW1165;SPC WV N     -    47,270.      657,120.      MT  (+/- 180 meters Scaled)
 HW1165
 HW1165                          SUPERSEDED SURVEY CONTROL
 HW1165
 HW1165  NGVD 29 (??/??/92)  440.130  (m)         1443.99   (f) ADJ UNCH    2 0
 HW1165
 HW1165.Superseded values are not recommended for survey control.
 HW1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1165.See file dsdata.txt to determine how the superseded data were derived.
 HW1165
 HW1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD871105(NAD 83)
 HW1165_MARKER: DB = BENCH MARK DISK
 HW1165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1165_SP_SET: BRIDGE
 HW1165_STAMPING: G 60 1935
 HW1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1165
 HW1165  HISTORY     - Date     Condition        Report By
 HW1165  HISTORY     - 1935     MONUMENTED       CGS
 HW1165  HISTORY     - 1962     GOOD             NGS
 HW1165
 HW1165                          STATION DESCRIPTION
 HW1165
 HW1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1165'0.6 MI S FROM LOST CITY.
 HW1165'0.6 MILE SOUTH ALONG FORMER STATE HIGHWAY 58 FROM THE HISHMAN
 HW1165'STORE AT LOST CITY, HARDY COUNTY, AT THE SOUTH END OF THE
 HW1165'STEEL-AND-CONCRETE BRIDGE OVER LOST RIVER, IN THE TOP OF THE
 HW1165'CONCRETE WING WALL, AT THE END OF THE GUARDRAIL, AND 12 FEET
 HW1165'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 HW1165'G 60 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1512 ***********************************************************************
 HW1512  DESIGNATION -  G 61
 HW1512  PID         -  HW1512
 HW1512  STATE/COUNTY-  WV/PENDLETON
 HW1512  USGS QUAD   -  BRANDYWINE (1979)
 HW1512
 HW1512                         *CURRENT SURVEY CONTROL
 HW1512  ___________________________________________________________________
 HW1512* NAD 83(1986)-  38 36 24.     (N)    079 12 34.     (W)     SCALED    
 HW1512* NAVD 88     -       546.427  (meters)    1792.74   (feet)  ADJUSTED  
 HW1512  ___________________________________________________________________
 HW1512  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HW1512  DYNAMIC HT  -         546.024 (meters)    1791.41  (feet)  COMP
 HW1512  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 HW1512
 HW1512  VERT ORDER  -  SECOND    CLASS 0
 HW1512
 HW1512.The horizontal coordinates were scaled from a topographic map and have
 HW1512.an estimated accuracy of +/- 6 seconds.
 HW1512
 HW1512.The orthometric height was determined by differential leveling
 HW1512.and adjusted by the National Geodetic Survey in June 1991..
 HW1512
 HW1512.The geoid height was determined by GEOID03.
 HW1512
 HW1512.The dynamic height is computed by dividing the NAVD 88
 HW1512.geopotential number by the normal gravity value computed on the
 HW1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1512.degrees latitude (g = 980.6199 gals.).
 HW1512
 HW1512.The modeled gravity was interpolated from observed gravity values.
 HW1512
 HW1512;                    North         East    Units  Estimated Accuracy
 HW1512;SPC WV S     -   179,830.      755,950.      MT  (+/- 180 meters Scaled)
 HW1512
 HW1512                          SUPERSEDED SURVEY CONTROL
 HW1512
 HW1512  NGVD 29 (??/??/92)  546.538  (m)         1793.10   (f) ADJ UNCH    2 0
 HW1512
 HW1512.Superseded values are not recommended for survey control.
 HW1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1512.See file dsdata.txt to determine how the superseded data were derived.
 HW1512
 HW1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC559746(NAD 83)
 HW1512_MARKER: DB = BENCH MARK DISK
 HW1512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1512_SP_SET: BRIDGE
 HW1512_STAMPING: G 61 1935
 HW1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1512
 HW1512  HISTORY     - Date     Condition        Report By
 HW1512  HISTORY     - 1935     MONUMENTED       CGS
 HW1512  HISTORY     - 1962     GOOD             NGS
 HW1512
 HW1512                          STATION DESCRIPTION
 HW1512
 HW1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1512'2.4 MI SE FROM BRANDYWINE.
 HW1512'2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HW1512'AT BRANDYWINE, PENDLETON COUNTY, AT THE FOOT OF THE WEST SIDE
 HW1512'OF SHENANDOAH MOUNTAIN, 150 FEET NORTHWEST OF A WHITE HOUSE, AT
 HW1512'THE JUNCTION OF A DRIVE LEADING NORTHEAST, 65 FEET SOUTHEAST OF
 HW1512'THE CENTER OF THE JUNCTION, 12 FEET NORTHEAST OF THE CENTERLINE
 HW1512'OF THE HIGHWAY, 10 FEET SOUTHEAST OF THE CENTER OF A DRAIN, AT
 HW1512'A CONCRETE BRIDGE, AND IN THE TOP OF THE NORTHEAST END OF THE
 HW1512'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1728 ***********************************************************************
 HX1728  DESIGNATION -  G 7
 HX1728  PID         -  HX1728
 HX1728  STATE/COUNTY-  WV/ROANE
 HX1728  USGS QUAD   -  WALTON (1976)
 HX1728
 HX1728                         *CURRENT SURVEY CONTROL
 HX1728  ___________________________________________________________________
 HX1728* NAD 83(1986)-  38 40 16.     (N)    081 23 31.     (W)     SCALED    
 HX1728* NAVD 88     -       223.551  (meters)     733.43   (feet)  ADJUSTED  
 HX1728  ___________________________________________________________________
 HX1728  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HX1728  DYNAMIC HT  -         223.401 (meters)     732.94  (feet)  COMP
 HX1728  MODELED GRAV-     979,950.4   (mgal)                       NAVD 88
 HX1728
 HX1728  VERT ORDER  -  SECOND    CLASS 0
 HX1728
 HX1728.The horizontal coordinates were scaled from a topographic map and have
 HX1728.an estimated accuracy of +/- 6 seconds.
 HX1728
 HX1728.The orthometric height was determined by differential leveling
 HX1728.and adjusted by the National Geodetic Survey in June 1991..
 HX1728
 HX1728.The geoid height was determined by GEOID03.
 HX1728
 HX1728.The dynamic height is computed by dividing the NAVD 88
 HX1728.geopotential number by the normal gravity value computed on the
 HX1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1728.degrees latitude (g = 980.6199 gals.).
 HX1728
 HX1728.The modeled gravity was interpolated from observed gravity values.
 HX1728
 HX1728;                    North         East    Units  Estimated Accuracy
 HX1728;SPC WV S     -   185,550.      565,890.      MT  (+/- 180 meters Scaled)
 HX1728
 HX1728                          SUPERSEDED SURVEY CONTROL
 HX1728
 HX1728  NGVD 29 (??/??/92)  223.721  (m)          733.99   (f) ADJ UNCH    2 0
 HX1728
 HX1728.Superseded values are not recommended for survey control.
 HX1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1728.See file dsdata.txt to determine how the superseded data were derived.
 HX1728
 HX1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC659803(NAD 83)
 HX1728_MARKER: DB = BENCH MARK DISK
 HX1728_SETTING: 66 = SET IN ROCK OUTCROP
 HX1728_SP_SET: ROCK LEDGE
 HX1728_STAMPING: G 7 1933
 HX1728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1728+STABILITY: POSITION/ELEVATION WELL
 HX1728
 HX1728  HISTORY     - Date     Condition        Report By
 HX1728  HISTORY     - 1933     MONUMENTED       CGS
 HX1728  HISTORY     - 1956     MARK NOT FOUND   NGS
 HX1728
 HX1728                          STATION DESCRIPTION
 HX1728
 HX1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1728'3.2 MI N FROM WALTON.
 HX1728'3.2 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 HX1728'WALTON, ABOUT 100 YARDS NORTH OF A SIDE ROAD LEADING WEST, 80
 HX1728'YARDS SOUTHEAST OF A LARGE 2-STORY FRAME HOUSE, 5.5 YARDS EAST
 HX1728'OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A ROCK LEDGE,
 HX1728'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED G 7
 HX1728'1933.  NOTE-- MARK MAY BE COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0988 ***********************************************************************
 JX0988  DESIGNATION -  G 76
 JX0988  PID         -  JX0988
 JX0988  STATE/COUNTY-  WV/WOOD
 JX0988  USGS QUAD   -  KANAWHA (1989)
 JX0988
 JX0988                         *CURRENT SURVEY CONTROL
 JX0988  ___________________________________________________________________
 JX0988* NAD 83(1986)-  39 08 56.     (N)    081 27 53.     (W)     SCALED    
 JX0988* NAVD 88     -       210.336  (meters)     690.08   (feet)  ADJUSTED  
 JX0988  ___________________________________________________________________
 JX0988  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX0988  DYNAMIC HT  -         210.205 (meters)     689.65  (feet)  COMP
 JX0988  MODELED GRAV-     979,999.0   (mgal)                       NAVD 88
 JX0988
 JX0988  VERT ORDER  -  SECOND    CLASS 0
 JX0988
 JX0988.The horizontal coordinates were scaled from a topographic map and have
 JX0988.an estimated accuracy of +/- 6 seconds.
 JX0988
 JX0988.The orthometric height was determined by differential leveling
 JX0988.and adjusted by the National Geodetic Survey in June 1991..
 JX0988
 JX0988.The geoid height was determined by GEOID03.
 JX0988
 JX0988.The dynamic height is computed by dividing the NAVD 88
 JX0988.geopotential number by the normal gravity value computed on the
 JX0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0988.degrees latitude (g = 980.6199 gals.).
 JX0988
 JX0988.The modeled gravity was interpolated from observed gravity values.
 JX0988
 JX0988;                    North         East    Units  Estimated Accuracy
 JX0988;SPC WV N     -    73,900.      430,180.      MT  (+/- 180 meters Scaled)
 JX0988
 JX0988                          SUPERSEDED SURVEY CONTROL
 JX0988
 JX0988  NGVD 29 (??/??/92)  210.518  (m)          690.67   (f) ADJ UNCH    2 0
 JX0988
 JX0988.Superseded values are not recommended for survey control.
 JX0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0988.See file dsdata.txt to determine how the superseded data were derived.
 JX0988
 JX0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD598334(NAD 83)
 JX0988_MARKER: DB = BENCH MARK DISK
 JX0988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0988_SP_SET: CATCH BASIN
 JX0988_STAMPING: G 76 1941
 JX0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0988
 JX0988  HISTORY     - Date     Condition        Report By
 JX0988  HISTORY     - 1941     MONUMENTED       CGS
 JX0988  HISTORY     - 1956     GOOD             NGS
 JX0988  HISTORY     - 1963     GOOD             NGS
 JX0988
 JX0988                          STATION DESCRIPTION
 JX0988
 JX0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX0988'1.4 MI NW FROM SLATE.
 JX0988'1.4 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE BRIDGE
 JX0988'OVER SLATE CREEK AT SLATE, ABOUT 98 YARDS EAST OF THE TOP OF A
 JX0988'GRADE AND JUNCTION OF A DRIVE NORTH, IN THE TOP OF WEST END OF
 JX0988'SOUTH CONCRETE HEAD WALL WITH CATCH BASIN FOR A 15-INCH PIPE
 JX0988'CULVERT UNDER HIGHWAY, 13 1/2 FEET SOUTH OF CENTER LINE OF
 JX0988'HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 JX0988
 JX0988                          STATION RECOVERY (1963)
 JX0988
 JX0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0719 ***********************************************************************
 JW0719  DESIGNATION -  G 77
 JW0719  PID         -  JW0719
 JW0719  STATE/COUNTY-  WV/GRANT
 JW0719  USGS QUAD   -  GREENLAND GAP (1981)
 JW0719
 JW0719                         *CURRENT SURVEY CONTROL
 JW0719  ___________________________________________________________________
 JW0719* NAD 83(1986)-  39 12 30.     (N)    079 12 16.     (W)     SCALED    
 JW0719* NAVD 88     -       819.530  (meters)    2688.74   (feet)  ADJUSTED  
 JW0719  ___________________________________________________________________
 JW0719  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JW0719  DYNAMIC HT  -         818.944 (meters)    2686.82  (feet)  COMP
 JW0719  MODELED GRAV-     979,884.1   (mgal)                       NAVD 88
 JW0719
 JW0719  VERT ORDER  -  SECOND    CLASS 0
 JW0719
 JW0719.The horizontal coordinates were scaled from a topographic map and have
 JW0719.an estimated accuracy of +/- 6 seconds.
 JW0719
 JW0719.The orthometric height was determined by differential leveling
 JW0719.and adjusted by the National Geodetic Survey in June 1991..
 JW0719
 JW0719.The geoid height was determined by GEOID03.
 JW0719
 JW0719.The dynamic height is computed by dividing the NAVD 88
 JW0719.geopotential number by the normal gravity value computed on the
 JW0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0719.degrees latitude (g = 980.6199 gals.).
 JW0719
 JW0719.The modeled gravity was interpolated from observed gravity values.
 JW0719
 JW0719;                    North         East    Units  Estimated Accuracy
 JW0719;SPC WV N     -    78,680.      625,530.      MT  (+/- 180 meters Scaled)
 JW0719
 JW0719                          SUPERSEDED SURVEY CONTROL
 JW0719
 JW0719  NGVD 29 (??/??/92)  819.650  (m)         2689.14   (f) ADJ UNCH    2 0
 JW0719
 JW0719.Superseded values are not recommended for survey control.
 JW0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0719.See file dsdata.txt to determine how the superseded data were derived.
 JW0719
 JW0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD550414(NAD 83)
 JW0719_MARKER: DB = BENCH MARK DISK
 JW0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0719_SP_SET: CULVERT
 JW0719_STAMPING: G 77 1941
 JW0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0719
 JW0719  HISTORY     - Date     Condition        Report By
 JW0719  HISTORY     - 1941     MONUMENTED       CGS
 JW0719  HISTORY     - 1954     GOOD             NGS
 JW0719
 JW0719                          STATION DESCRIPTION
 JW0719
 JW0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0719'5.3 MI SE FROM MOUNT STORM.
 JW0719'ABOUT 5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 42 FROM THE
 JW0719'JUNCTION WITH U.S. HIGHWAY 50 AT MOUNT STORM, GRANT COUNTY, ABOUT
 JW0719'0.8 MILE SOUTHEAST OF THE SUMMIT OF ALLEGHANY FRONT, AT A CULVERT,
 JW0719'IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL, 16.5
 JW0719'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 1.5 FEET NORTH
 JW0719'OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK,
 JW0719'STAMPED G 77 1941.
 JW0719
 JW0719                          STATION RECOVERY (1954)
 JW0719
 JW0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3088 ***********************************************************************
 JV3088  DESIGNATION -  G 78
 JV3088  PID         -  JV3088
 JV3088  STATE/COUNTY-  WV/JEFFERSON
 JV3088  USGS QUAD   -  CHARLES TOWN (1988)
 JV3088
 JV3088                         *CURRENT SURVEY CONTROL
 JV3088  ___________________________________________________________________
 JV3088* NAD 83(1986)-  39 16 48.     (N)    077 51 22.     (W)     SCALED    
 JV3088* NAVD 88     -       146.522  (meters)     480.71   (feet)  ADJUSTED  
 JV3088  ___________________________________________________________________
 JV3088  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JV3088  DYNAMIC HT  -         146.434 (meters)     480.43  (feet)  COMP
 JV3088  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 JV3088
 JV3088  VERT ORDER  -  FIRST     CLASS II
 JV3088
 JV3088.The horizontal coordinates were scaled from a topographic map and have
 JV3088.an estimated accuracy of +/- 6 seconds.
 JV3088
 JV3088.The orthometric height was determined by differential leveling
 JV3088.and adjusted by the National Geodetic Survey in June 1991..
 JV3088
 JV3088.The geoid height was determined by GEOID03.
 JV3088
 JV3088.The dynamic height is computed by dividing the NAVD 88
 JV3088.geopotential number by the normal gravity value computed on the
 JV3088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3088.degrees latitude (g = 980.6199 gals.).
 JV3088
 JV3088.The modeled gravity was interpolated from observed gravity values.
 JV3088
 JV3088;                    North         East    Units  Estimated Accuracy
 JV3088;SPC WV N     -    87,890.      741,830.      MT  (+/- 180 meters Scaled)
 JV3088
 JV3088                          SUPERSEDED SURVEY CONTROL
 JV3088
 JV3088  NGVD 29 (??/??/??)  146.724  (m)          481.38   (f) ADJUSTED    1 2
 JV3088
 JV3088.Superseded values are not recommended for survey control.
 JV3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3088.See file dsdata.txt to determine how the superseded data were derived.
 JV3088
 JV3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ536517(NAD 83)
 JV3088_MARKER: DB = BENCH MARK DISK
 JV3088_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JV3088_STAMPING: G 78 1942
 JV3088_MARK LOGO: CGS   
 JV3088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3088+STABILITY: SURFACE MOTION
 JV3088
 JV3088  HISTORY     - Date     Condition        Report By
 JV3088  HISTORY     - 1942     MONUMENTED       CGS
 JV3088  HISTORY     - 1983     GOOD             NGS
 JV3088
 JV3088                          STATION DESCRIPTION
 JV3088
 JV3088'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3088'0.7 MI SE FROM CHARLES TOWN.
 JV3088'ABOUT 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST
 JV3088'OFFICE AT CHARLES TOWN, JEFFERSON COUNTY, ABOUT 310 FEET SOUTHEAST
 JV3088'OF THE CITY-LIMIT SIGNPOST, AT AN 18-INCH PIPE CUVERT UNDER THE
 JV3088'HIGHWAY, IN THE CENTER OF THE NORTHEAST HEAD WALL, 41 FEET
 JV3088'SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 29 FEET NORTHEAST
 JV3088'OF THE CENTER LINE OF THE NEW HIGHWAY, AND ABOUT 5 FEET LOWER
 JV3088'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 78 1942.
 JV3088
 JV3088                          STATION RECOVERY (1983)
 JV3088
 JV3088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV3088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0124 ***********************************************************************
 JX0124  DESIGNATION -  G 79
 JX0124  PID         -  JX0124
 JX0124  STATE/COUNTY-  WV/TAYLOR
 JX0124  USGS QUAD   -  GRAFTON (1976)
 JX0124
 JX0124                         *CURRENT SURVEY CONTROL
 JX0124  ___________________________________________________________________
 JX0124* NAD 83(1986)-  39 16 05.     (N)    080 06 17.     (W)     SCALED    
 JX0124* NAVD 88     -       320.880  (meters)    1052.75   (feet)  ADJUSTED  
 JX0124  ___________________________________________________________________
 JX0124  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JX0124  DYNAMIC HT  -         320.678 (meters)    1052.09  (feet)  COMP
 JX0124  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 JX0124
 JX0124  VERT ORDER  -  FIRST     CLASS II
 JX0124
 JX0124.The horizontal coordinates were scaled from a topographic map and have
 JX0124.an estimated accuracy of +/- 6 seconds.
 JX0124
 JX0124.The orthometric height was determined by differential leveling
 JX0124.and adjusted by the National Geodetic Survey in June 1991..
 JX0124
 JX0124.The geoid height was determined by GEOID03.
 JX0124
 JX0124.The dynamic height is computed by dividing the NAVD 88
 JX0124.geopotential number by the normal gravity value computed on the
 JX0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0124.degrees latitude (g = 980.6199 gals.).
 JX0124
 JX0124.The modeled gravity was interpolated from observed gravity values.
 JX0124
 JX0124;                    North         East    Units  Estimated Accuracy
 JX0124;SPC WV N     -    85,440.      547,820.      MT  (+/- 180 meters Scaled)
 JX0124
 JX0124                          SUPERSEDED SURVEY CONTROL
 JX0124
 JX0124  NGVD 29 (??/??/92)  321.066  (m)         1053.36   (f) ADJ UNCH    1 2
 JX0124
 JX0124.Superseded values are not recommended for survey control.
 JX0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0124.See file dsdata.txt to determine how the superseded data were derived.
 JX0124
 JX0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND772469(NAD 83)
 JX0124_MARKER: DB = BENCH MARK DISK
 JX0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0124_SP_SET: UNDERPASS
 JX0124_STAMPING: G 79 1943
 JX0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0124
 JX0124  HISTORY     - Date     Condition        Report By
 JX0124  HISTORY     - 1943     MONUMENTED       CGS
 JX0124
 JX0124                          STATION DESCRIPTION
 JX0124
 JX0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0124'1.5 MI E FROM FLEMINGTON.
 JX0124'1.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0124'STATION AT FLEMINGTON, TAYLOR COUNTY, 0.6 MILE WEST OF SIMPSON
 JX0124'SIDING, AT A COUNTY-ROAD UNDERPASS, IN THE TOP OF THE SOUTH END
 JX0124'OF THE WEST ABUTMENT, 13 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 JX0124'TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0125 ***********************************************************************
 JX0125  DESIGNATION -  G 79 RESET 1963
 JX0125  PID         -  JX0125
 JX0125  STATE/COUNTY-  WV/TAYLOR
 JX0125  USGS QUAD   -  GRAFTON (1976)
 JX0125
 JX0125                         *CURRENT SURVEY CONTROL
 JX0125  ___________________________________________________________________
 JX0125* NAD 83(1986)-  39 16 05.     (N)    080 06 17.     (W)     SCALED    
 JX0125* NAVD 88     -       321.42   (+/-2cm)    1054.5    (feet)  VERTCON   
 JX0125  ___________________________________________________________________
 JX0125  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JX0125
 JX0125  VERT ORDER  -  THIRD (See Below)
 JX0125
 JX0125.The horizontal coordinates were scaled from a topographic map and have
 JX0125.an estimated accuracy of +/- 6 seconds.
 JX0125
 JX0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX0125.The vertical order pertains to the NGVD 29 superseded value.
 JX0125
 JX0125.The geoid height was determined by GEOID03.
 JX0125
 JX0125;                    North         East    Units  Estimated Accuracy
 JX0125;SPC WV N     -    85,440.      547,820.      MT  (+/- 180 meters Scaled)
 JX0125
 JX0125                          SUPERSEDED SURVEY CONTROL
 JX0125
 JX0125  NGVD 29 (09/25/03)  321.61   (m)         1055.1    (f) RESET       3  
 JX0125
 JX0125.Superseded values are not recommended for survey control.
 JX0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0125.See file dsdata.txt to determine how the superseded data were derived.
 JX0125
 JX0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND772469(NAD 83)
 JX0125_MARKER: DB = BENCH MARK DISK
 JX0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0125_SP_SET: UNDERPASS
 JX0125_STAMPING: G 79 RESET 1963
 JX0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0125
 JX0125  HISTORY     - Date     Condition        Report By
 JX0125  HISTORY     - 1963     MONUMENTED       BORR
 JX0125
 JX0125                          STATION DESCRIPTION
 JX0125
 JX0125'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1963
 JX0125'1.5 MI E FROM FLEMINGTON.
 JX0125'ABOUT 1.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0125'THE STATION AT FLEMINGTON, TAYLOR COUNTY, ABOUT 0.6 MILE WEST
 JX0125'OF SIMPSON SIDING, AT A COUNTY ROAD UNDERPASS, AND SET IN THE
 JX0125'TOP OF THE SOUTH END OF THE WEST ABUTMENT, 13 FEET SOUTH OF THE
 JX0125'CENTERLINE OF THE SOUTH TRACK, ABOUT 1 FOOT LOWER THAN THE
 JX0125'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1684 ***********************************************************************
 HX1684  DESIGNATION -  G 8
 HX1684  PID         -  HX1684
 HX1684  STATE/COUNTY-  WV/CALHOUN
 HX1684  USGS QUAD   -  ARNOLDSBURG (1965)
 HX1684
 HX1684                         *CURRENT SURVEY CONTROL
 HX1684  ___________________________________________________________________
 HX1684* NAD 83(1986)-  38 47 36.     (N)    081 08 14.     (W)     SCALED    
 HX1684* NAVD 88     -       225.374  (meters)     739.41   (feet)  ADJUSTED  
 HX1684  ___________________________________________________________________
 HX1684  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HX1684  DYNAMIC HT  -         225.226 (meters)     738.93  (feet)  COMP
 HX1684  MODELED GRAV-     979,964.8   (mgal)                       NAVD 88
 HX1684
 HX1684  VERT ORDER  -  SECOND    CLASS 0
 HX1684
 HX1684.The horizontal coordinates were scaled from a topographic map and have
 HX1684.an estimated accuracy of +/- 6 seconds.
 HX1684
 HX1684.The orthometric height was determined by differential leveling
 HX1684.and adjusted by the National Geodetic Survey in June 1991..
 HX1684
 HX1684.The geoid height was determined by GEOID03.
 HX1684
 HX1684.The dynamic height is computed by dividing the NAVD 88
 HX1684.geopotential number by the normal gravity value computed on the
 HX1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1684.degrees latitude (g = 980.6199 gals.).
 HX1684
 HX1684.The modeled gravity was interpolated from observed gravity values.
 HX1684
 HX1684;                    North         East    Units  Estimated Accuracy
 HX1684;SPC WV S     -   199,060.      588,080.      MT  (+/- 180 meters Scaled)
 HX1684
 HX1684                          SUPERSEDED SURVEY CONTROL
 HX1684
 HX1684  NGVD 29 (??/??/92)  225.540  (m)          739.96   (f) ADJ UNCH    2 0
 HX1684
 HX1684.Superseded values are not recommended for survey control.
 HX1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1684.See file dsdata.txt to determine how the superseded data were derived.
 HX1684
 HX1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC880938(NAD 83)
 HX1684_MARKER: DB = BENCH MARK DISK
 HX1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1684_STAMPING: G 8 1933
 HX1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1684+STABILITY: SURFACE MOTION
 HX1684
 HX1684  HISTORY     - Date     Condition        Report By
 HX1684  HISTORY     - 1933     MONUMENTED       CGS
 HX1684  HISTORY     - 1935     GOOD             NGS
 HX1684
 HX1684                          STATION DESCRIPTION
 HX1684
 HX1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX1684'0.2 MI W FROM ARNOLDSBURG.
 HX1684'0.2 MILE WEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HX1684'ARNOLDSBURG, CALHOUN COUNTY, 528 YARDS EAST OF THE STEEL BRIDGE
 HX1684'OVER WEST FORK, 16 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HX1684'4 YARDS NORTH OF A FENCE LINE, AND 2 FEET HIGHER THAN THE HIGHWAY.
 HX1684'A STANDARD DISK, STAMPED G 8 1933 AND SET IN THE TOP OF A CONCRETE
 HX1684'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0164 ***********************************************************************
 JX0164  DESIGNATION -  G 80
 JX0164  PID         -  JX0164
 JX0164  STATE/COUNTY-  WV/HARRISON
 JX0164  USGS QUAD   -  WOLF SUMMIT (1976)
 JX0164
 JX0164                         *CURRENT SURVEY CONTROL
 JX0164  ___________________________________________________________________
 JX0164* NAD 83(1986)-  39 16 52.     (N)    080 28 36.     (W)     SCALED    
 JX0164* NAVD 88     -       329.300  (meters)    1080.38   (feet)  POSTED    
 JX0164  ___________________________________________________________________
 JX0164  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JX0164  DYNAMIC HT  -         329.090 (meters)    1079.69  (feet)  COMP
 JX0164  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JX0164
 JX0164  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JX0164
 JX0164.The horizontal coordinates were scaled from a topographic map and have
 JX0164.an estimated accuracy of +/- 6 seconds.
 JX0164
 JX0164.The orthometric height was determined by differential leveling
 JX0164.and adjusted by the National Geodetic Survey in 1992..
 JX0164.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JX0164.rate of 3.1 thru 4.0 mm/km.
 JX0164
 JX0164.The geoid height was determined by GEOID03.
 JX0164
 JX0164.The dynamic height is computed by dividing the NAVD 88
 JX0164.geopotential number by the normal gravity value computed on the
 JX0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0164.degrees latitude (g = 980.6199 gals.).
 JX0164
 JX0164.The modeled gravity was interpolated from observed gravity values.
 JX0164
 JX0164;                    North         East    Units  Estimated Accuracy
 JX0164;SPC WV N     -    87,170.      515,740.      MT  (+/- 180 meters Scaled)
 JX0164
 JX0164                          SUPERSEDED SURVEY CONTROL
 JX0164
 JX0164  NGVD 29 (??/??/92)  329.466  (m)         1080.92   (f) ADJ UNCH    1 2
 JX0164
 JX0164.Superseded values are not recommended for survey control.
 JX0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0164.See file dsdata.txt to determine how the superseded data were derived.
 JX0164
 JX0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND451481(NAD 83)
 JX0164_MARKER: DB = BENCH MARK DISK
 JX0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0164_STAMPING: G 80 1943
 JX0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0164+STABILITY: SURFACE MOTION
 JX0164
 JX0164  HISTORY     - Date     Condition        Report By
 JX0164  HISTORY     - 1943     MONUMENTED       CGS
 JX0164
 JX0164                          STATION DESCRIPTION
 JX0164
 JX0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0164'1 MI W FROM WOLF SUMMIT.
 JX0164'1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0164'STATION AT WOLF SUMMIT, HARRISON COUNTY, AT A PRIVATE-ROAD
 JX0164'CROSSING, 21 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 21 FEET
 JX0164'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 3 FEET SOUTHEAST OF A WHITE
 JX0164'WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 JX0164'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 JX0164'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0269 ***********************************************************************
 JX0269  DESIGNATION -  G 81
 JX0269  PID         -  JX0269
 JX0269  STATE/COUNTY-  WV/DODDRIDGE
 JX0269  USGS QUAD   -  WEST UNION (1987)
 JX0269
 JX0269                         *CURRENT SURVEY CONTROL
 JX0269  ___________________________________________________________________
 JX0269* NAD 83(1986)-  39 17 28.     (N)    080 47 22.     (W)     SCALED    
 JX0269* NAVD 88     -       263.082  (meters)     863.13   (feet)  ADJUSTED  
 JX0269  ___________________________________________________________________
 JX0269  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JX0269  DYNAMIC HT  -         262.920 (meters)     862.60  (feet)  COMP
 JX0269  MODELED GRAV-     980,002.7   (mgal)                       NAVD 88
 JX0269
 JX0269  VERT ORDER  -  FIRST     CLASS II
 JX0269
 JX0269.The horizontal coordinates were scaled from a topographic map and have
 JX0269.an estimated accuracy of +/- 6 seconds.
 JX0269
 JX0269.The orthometric height was determined by differential leveling
 JX0269.and adjusted by the National Geodetic Survey in June 1991..
 JX0269
 JX0269.The geoid height was determined by GEOID03.
 JX0269
 JX0269.The dynamic height is computed by dividing the NAVD 88
 JX0269.geopotential number by the normal gravity value computed on the
 JX0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0269.degrees latitude (g = 980.6199 gals.).
 JX0269
 JX0269.The modeled gravity was interpolated from observed gravity values.
 JX0269
 JX0269;                    North         East    Units  Estimated Accuracy
 JX0269;SPC WV N     -    88,630.      488,770.      MT  (+/- 180 meters Scaled)
 JX0269
 JX0269                          SUPERSEDED SURVEY CONTROL
 JX0269
 JX0269  NGVD 29 (??/??/92)  263.24   (m)          863.6    (f) COMPUTED    1 2
 JX0269
 JX0269.Superseded values are not recommended for survey control.
 JX0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0269.See file dsdata.txt to determine how the superseded data were derived.
 JX0269
 JX0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND181491(NAD 83)
 JX0269_MARKER: DB = BENCH MARK DISK
 JX0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0269_SP_SET: BRIDGE
 JX0269_STAMPING: G 81 1943
 JX0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0269
 JX0269  HISTORY     - Date     Condition        Report By
 JX0269  HISTORY     - 1943     MONUMENTED       CGS
 JX0269
 JX0269                          STATION DESCRIPTION
 JX0269
 JX0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0269'0.9 MI W FROM WEST UNION.
 JX0269'TO REACH FROM THE BALTIMORE AND OHIO RAILROAD STATION AT WEST
 JX0269'UNION, PROCEED 0.9 MILE WEST ALONG THE RAILROAD TO SITE OF BENCH
 JX0269'MARK.  BENCH MARK IS ABOUT 160.0 FEET WEST OF MILEPOST NO. 330/30,
 JX0269'12.0 FEET NORTH OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF THE
 JX0269'TRACK.  IT IS SET HORIZONTALLY IN THE NORTH END OF THE NORTHEAST
 JX0269'ABUTMENT OF BRIDGE NO. 24 OVER U.S. HIGHWAY NO. 50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0270 ***********************************************************************
 JX0270  DESIGNATION -  G 81 RESET 1945
 JX0270  PID         -  JX0270
 JX0270  STATE/COUNTY-  WV/DODDRIDGE
 JX0270  USGS QUAD   -  WEST UNION (1987)
 JX0270
 JX0270                         *CURRENT SURVEY CONTROL
 JX0270  ___________________________________________________________________
 JX0270* NAD 83(1986)-  39 17 28.     (N)    080 47 22.     (W)     SCALED    
 JX0270* NAVD 88     -       263.63   (meters)     864.9    (feet)  RESET     
 JX0270  ___________________________________________________________________
 JX0270  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JX0270
 JX0270  VERT ORDER  -  THIRD
 JX0270
 JX0270.The horizontal coordinates were scaled from a topographic map and have
 JX0270.an estimated accuracy of +/- 6 seconds.
 JX0270
 JX0270.The orthometric height was computed from unverified reset data.
 JX0270.No vertical observational check was made to the station.
 JX0270
 JX0270.The geoid height was determined by GEOID03.
 JX0270
 JX0270;                    North         East    Units  Estimated Accuracy
 JX0270;SPC WV N     -    88,630.      488,770.      MT  (+/- 180 meters Scaled)
 JX0270
 JX0270                          SUPERSEDED SURVEY CONTROL
 JX0270
 JX0270  NGVD 29 (??/??/??)  263.79   (m)          865.5    (f) RESET       3  
 JX0270
 JX0270.Superseded values are not recommended for survey control.
 JX0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0270.See file dsdata.txt to determine how the superseded data were derived.
 JX0270
 JX0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND181491(NAD 83)
 JX0270_MARKER: DD = SURVEY DISK
 JX0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0270_SP_SET: BRIDGE
 JX0270_STAMPING: G 81 RESET 1945
 JX0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0270
 JX0270  HISTORY     - Date     Condition        Report By
 JX0270  HISTORY     - 1945     MONUMENTED       BORR
 JX0270  HISTORY     - 1946     GOOD             NGS
 JX0270
 JX0270                          STATION DESCRIPTION
 JX0270
 JX0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JX0270'0.9 MI W FROM WEST UNION.
 JX0270'0.9 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0270'STATION AT WEST UNION, DODDRIDGE COUNTY, 160 FEET WEST OF POLE
 JX0270'330/30, AT BRIDGE 24 OVER U.S. HIGHWAY 50, IN THE TOP OF THE
 JX0270'NORTH END OF THE EAST ABUTMENT, 12 FEET NORTH OF THE CENTERLINE
 JX0270'OF THE TRACK, AND 0.5 FOOT LOWER THAN THE TRACK.  A STANDARD
 JX0270'DISK.  NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION
 JX0270'DETERMINED BY ENGINEERS OF THE BALTIMORE AND OHIO RAILROAD IN
 JX0270'DEC. 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0937 ***********************************************************************
 JX0937  DESIGNATION -  G 82
 JX0937  PID         -  JX0937
 JX0937  STATE/COUNTY-  WV/RITCHIE
 JX0937  USGS QUAD   -  HARRISVILLE (1975)
 JX0937
 JX0937                         *CURRENT SURVEY CONTROL
 JX0937  ___________________________________________________________________
 JX0937* NAD 83(1986)-  39 14 35.     (N)    081 06 12.     (W)     SCALED    
 JX0937* NAVD 88     -       217.880  (meters)     714.83   (feet)  ADJUSTED  
 JX0937  ___________________________________________________________________
 JX0937  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JX0937  DYNAMIC HT  -         217.744 (meters)     714.38  (feet)  COMP
 JX0937  MODELED GRAV-     979,999.6   (mgal)                       NAVD 88
 JX0937
 JX0937  VERT ORDER  -  FIRST     CLASS II
 JX0937
 JX0937.The horizontal coordinates were scaled from a topographic map and have
 JX0937.an estimated accuracy of +/- 6 seconds.
 JX0937
 JX0937.The orthometric height was determined by differential leveling
 JX0937.and adjusted by the National Geodetic Survey in June 1991..
 JX0937
 JX0937.The geoid height was determined by GEOID03.
 JX0937
 JX0937.The dynamic height is computed by dividing the NAVD 88
 JX0937.geopotential number by the normal gravity value computed on the
 JX0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0937.degrees latitude (g = 980.6199 gals.).
 JX0937
 JX0937.The modeled gravity was interpolated from observed gravity values.
 JX0937
 JX0937;                    North         East    Units  Estimated Accuracy
 JX0937;SPC WV N     -    83,730.      461,600.      MT  (+/- 180 meters Scaled)
 JX0937
 JX0937                          SUPERSEDED SURVEY CONTROL
 JX0937
 JX0937  NGVD 29 (??/??/92)  218.06   (m)          715.4    (f) COMPUTED    1 2
 JX0937
 JX0937.Superseded values are not recommended for survey control.
 JX0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0937.See file dsdata.txt to determine how the superseded data were derived.
 JX0937
 JX0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD910437(NAD 83)
 JX0937_MARKER: DB = BENCH MARK DISK
 JX0937_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0937_SP_SET: TUNNEL
 JX0937_STAMPING: G 82 1943
 JX0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0937
 JX0937  HISTORY     - Date     Condition        Report By
 JX0937  HISTORY     - 1943     MONUMENTED       CGS
 JX0937
 JX0937                          STATION DESCRIPTION
 JX0937
 JX0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0937'1.5 MI NE FROM CORNWALLIS.
 JX0937'1.5 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0937'THE STATION AT CORNWALLIS, RITCHIE COUNTY, AT THE NORTHEAST
 JX0937'ENTRANCE TO TUNNEL 11, IN THE CENTER OF THE NORTHEAST END OF
 JX0937'THE NORTHWEST WALL, 10.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 JX0937'TRACK, AND ABOUT 3-1/2 FEET ABOVE THE LEVEL OF THE TRACK.  A
 JX0937'STANDARD DISK, STAMPED G 82 1943 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0938 ***********************************************************************
 JX0938  DESIGNATION -  G 82 RESET 1960
 JX0938  PID         -  JX0938
 JX0938  STATE/COUNTY-  WV/RITCHIE
 JX0938  USGS QUAD   -  HARRISVILLE (1975)
 JX0938
 JX0938                         *CURRENT SURVEY CONTROL
 JX0938  ___________________________________________________________________
 JX0938* NAD 83(1986)-  39 14 35.     (N)    081 06 12.     (W)     SCALED    
 JX0938* NAVD 88     -       215.21   (meters)     706.1    (feet)  RESET     
 JX0938  ___________________________________________________________________
 JX0938  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JX0938
 JX0938  VERT ORDER  -  THIRD
 JX0938
 JX0938.The horizontal coordinates were scaled from a topographic map and have
 JX0938.an estimated accuracy of +/- 6 seconds.
 JX0938
 JX0938.The orthometric height was computed from unverified reset data.
 JX0938.No vertical observational check was made to the station.
 JX0938
 JX0938.The geoid height was determined by GEOID03.
 JX0938
 JX0938;                    North         East    Units  Estimated Accuracy
 JX0938;SPC WV N     -    83,730.      461,600.      MT  (+/- 180 meters Scaled)
 JX0938
 JX0938                          SUPERSEDED SURVEY CONTROL
 JX0938
 JX0938  NGVD 29 (??/??/??)  215.39   (m)          706.7    (f) RESET       3  
 JX0938
 JX0938.Superseded values are not recommended for survey control.
 JX0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0938.See file dsdata.txt to determine how the superseded data were derived.
 JX0938
 JX0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD910437(NAD 83)
 JX0938_MARKER: DD = SURVEY DISK
 JX0938_SETTING: 66 = SET IN ROCK OUTCROP
 JX0938_SP_SET: ROCK OUTCROP
 JX0938_STAMPING: G 82 RESET 1960
 JX0938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0938+STABILITY: POSITION/ELEVATION WELL
 JX0938
 JX0938  HISTORY     - Date     Condition        Report By
 JX0938  HISTORY     - 1960     MONUMENTED       BORR
 JX0938
 JX0938                          STATION DESCRIPTION
 JX0938
 JX0938'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1960
 JX0938'1.6 MI NE FROM CORNWALLIS.
 JX0938'THE MARK IS LOCATED ABOUT 1.6 MILES NORTHEAST ALONG THE BALTIMORE
 JX0938'AND OHIO RAILROAD FROM THE STATION AT CORNWALLIS, IN AN OUTCROP
 JX0938'OF ROCK 70 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK AND ABOUT
 JX0938'5 1/2 FEET BELOW THE TRACK, AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0974 ***********************************************************************
 JX0974  DESIGNATION -  G 83
 JX0974  PID         -  JX0974
 JX0974  STATE/COUNTY-  WV/WOOD
 JX0974  USGS QUAD   -  KANAWHA (1989)
 JX0974
 JX0974                         *CURRENT SURVEY CONTROL
 JX0974  ___________________________________________________________________
 JX0974* NAD 83(1986)-  39 10 14.     (N)    081 23 59.     (W)     SCALED    
 JX0974* NAVD 88     -       188.299  (meters)     617.78   (feet)  ADJUSTED  
 JX0974  ___________________________________________________________________
 JX0974  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JX0974  DYNAMIC HT  -         188.181 (meters)     617.39  (feet)  COMP
 JX0974  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 JX0974
 JX0974  VERT ORDER  -  FIRST     CLASS II
 JX0974
 JX0974.The horizontal coordinates were scaled from a topographic map and have
 JX0974.an estimated accuracy of +/- 6 seconds.
 JX0974
 JX0974.The orthometric height was determined by differential leveling
 JX0974.and adjusted by the National Geodetic Survey in June 1991..
 JX0974
 JX0974.The geoid height was determined by GEOID03.
 JX0974
 JX0974.The dynamic height is computed by dividing the NAVD 88
 JX0974.geopotential number by the normal gravity value computed on the
 JX0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0974.degrees latitude (g = 980.6199 gals.).
 JX0974
 JX0974.The modeled gravity was interpolated from observed gravity values.
 JX0974
 JX0974;                    North         East    Units  Estimated Accuracy
 JX0974;SPC WV N     -    76,180.      435,850.      MT  (+/- 180 meters Scaled)
 JX0974
 JX0974                          SUPERSEDED SURVEY CONTROL
 JX0974
 JX0974  NGVD 29 (??/??/92)  188.482  (m)          618.38   (f) ADJ UNCH    1 2
 JX0974
 JX0974.Superseded values are not recommended for survey control.
 JX0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0974.See file dsdata.txt to determine how the superseded data were derived.
 JX0974
 JX0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD654357(NAD 83)
 JX0974_MARKER: DB = BENCH MARK DISK
 JX0974_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0974_SP_SET: SIGNAL BASE
 JX0974_STAMPING: G 83 1943
 JX0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0974
 JX0974  HISTORY     - Date     Condition        Report By
 JX0974  HISTORY     - 1943     MONUMENTED       CGS
 JX0974
 JX0974                          STATION DESCRIPTION
 JX0974
 JX0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0974'1.3 MI SW FROM WALKER.
 JX0974'1.3 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0974'THE STATION AT WALKER, WOOD COUNTY, AT SIGNAL E 370-17, IN THE
 JX0974'TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE, 12 FEET SOUTH
 JX0974'OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A
 JX0974'STANDARD DISK, STAMPED G 83 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2607 ***********************************************************************
 HX2607  DESIGNATION -  G 84
 HX2607  PID         -  HX2607
 HX2607  STATE/COUNTY-  WV/MASON
 HX2607  USGS QUAD   -  NEW HAVEN (1994)
 HX2607
 HX2607                         *CURRENT SURVEY CONTROL
 HX2607  ___________________________________________________________________
 HX2607* NAD 83(1986)-  38 55 21.     (N)    081 54 41.     (W)     SCALED    
 HX2607* NAVD 88     -       176.017  (meters)     577.48   (feet)  ADJUSTED  
 HX2607  ___________________________________________________________________
 HX2607  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HX2607  DYNAMIC HT  -         175.906 (meters)     577.12  (feet)  COMP
 HX2607  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 HX2607
 HX2607  VERT ORDER  -  FIRST     CLASS II
 HX2607
 HX2607.The horizontal coordinates were scaled from a topographic map and have
 HX2607.an estimated accuracy of +/- 6 seconds.
 HX2607
 HX2607.The orthometric height was determined by differential leveling
 HX2607.and adjusted by the National Geodetic Survey in June 1991..
 HX2607
 HX2607.The geoid height was determined by GEOID03.
 HX2607
 HX2607.The dynamic height is computed by dividing the NAVD 88
 HX2607.geopotential number by the normal gravity value computed on the
 HX2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2607.degrees latitude (g = 980.6199 gals.).
 HX2607
 HX2607.The modeled gravity was interpolated from observed gravity values.
 HX2607
 HX2607;                    North         East    Units  Estimated Accuracy
 HX2607;SPC WV S     -   213,770.      520,960.      MT  (+/- 180 meters Scaled)
 HX2607
 HX2607                          SUPERSEDED SURVEY CONTROL
 HX2607
 HX2607  NGVD 29 (??/??/92)  176.213  (m)          578.13   (f) ADJ UNCH    1 2
 HX2607
 HX2607.Superseded values are not recommended for survey control.
 HX2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2607.See file dsdata.txt to determine how the superseded data were derived.
 HX2607
 HX2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD209085(NAD 83)
 HX2607_MARKER: DB = BENCH MARK DISK
 HX2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2607_STAMPING: G 84 1943
 HX2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2607+STABILITY: SURFACE MOTION
 HX2607
 HX2607  HISTORY     - Date     Condition        Report By
 HX2607  HISTORY     - 1943     MONUMENTED       CGS
 HX2607  HISTORY     - 1956     GOOD             NGS
 HX2607  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX2607  HISTORY     - 1984     MARK NOT FOUND   NGS
 HX2607
 HX2607                          STATION DESCRIPTION
 HX2607
 HX2607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2607'2.4 MI N FROM LETART.
 HX2607'ABOUT 2.4 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2607'FROM THE STATION AT LETART, ABOUT 0.15 MILE SOUTHWEST OF MILE
 HX2607'POST 147, 24 FEET WEST-NORTHWEST OF NEAR RAIL OF TRACK, 159
 HX2607'FEET SOUTHWEST OF CENTER OF CROSSING OF A FARM ROAD, 139 FEET
 HX2607'NORTH-NORTHEAST OF A LONE 24-INCH ELM TREE IN A FENCE LINE,
 HX2607'46 1/2 FEET WEST-NORTHWEST AND ACROSS TRACK FROM TELEPHONE POLE
 HX2607'NO. 146/30, 3 1/2 FEET EAST-SOUTHEAST OF A FENCE LINE, 2 1/2 FEET
 HX2607'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 HX2607'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX2607'5 INCHES.
 HX2607
 HX2607                          STATION RECOVERY (1976)
 HX2607
 HX2607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2607'MARK NOT FOUND.
 HX2607
 HX2607                          STATION RECOVERY (1984)
 HX2607
 HX2607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2607'NOT RECOVERED, LOCATION HAS BEEN PLOWED, A SEARCH WAS MADE BUT NO
 HX2607'EVIDENCE OF THE MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1116 ***********************************************************************
 JX1116  DESIGNATION -  G 85
 JX1116  PID         -  JX1116
 JX1116  STATE/COUNTY-  WV/JACKSON
 JX1116  USGS QUAD   -  PORTLAND (1994)
 JX1116
 JX1116                         *CURRENT SURVEY CONTROL
 JX1116  ___________________________________________________________________
 JX1116* NAD 83(1986)-  39 04 40.     (N)    081 48 31.     (W)     SCALED    
 JX1116* NAVD 88     -       181.535  (meters)     595.59   (feet)  ADJUSTED  
 JX1116  ___________________________________________________________________
 JX1116  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1116  DYNAMIC HT  -         181.418 (meters)     595.20  (feet)  COMP
 JX1116  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 JX1116
 JX1116  VERT ORDER  -  FIRST     CLASS II
 JX1116
 JX1116.The horizontal coordinates were scaled from a topographic map and have
 JX1116.an estimated accuracy of +/- 6 seconds.
 JX1116
 JX1116.The orthometric height was determined by differential leveling
 JX1116.and adjusted by the National Geodetic Survey in June 1991..
 JX1116.WARNING-Repeat measurements at this control monument indicate possible
 JX1116.vertical movement.
 JX1116
 JX1116.The geoid height was determined by GEOID03.
 JX1116
 JX1116.The dynamic height is computed by dividing the NAVD 88
 JX1116.geopotential number by the normal gravity value computed on the
 JX1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1116.degrees latitude (g = 980.6199 gals.).
 JX1116
 JX1116.The modeled gravity was interpolated from observed gravity values.
 JX1116
 JX1116;                    North         East    Units  Estimated Accuracy
 JX1116;SPC WV S     -   230,930.      530,030.      MT  (+/- 180 meters Scaled)
 JX1116
 JX1116                          SUPERSEDED SURVEY CONTROL
 JX1116
 JX1116  NGVD 29 (??/??/92)  181.721  (m)          596.20   (f) ADJ UNCH    1 2
 JX1116
 JX1116.Superseded values are not recommended for survey control.
 JX1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1116.See file dsdata.txt to determine how the superseded data were derived.
 JX1116
 JX1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD300257(NAD 83)
 JX1116_MARKER: DB = BENCH MARK DISK
 JX1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1116_STAMPING: G 85 1943
 JX1116_MARK LOGO: CGS   
 JX1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1116+STABILITY: SURFACE MOTION
 JX1116
 JX1116  HISTORY     - Date     Condition        Report By
 JX1116  HISTORY     - 1943     MONUMENTED       CGS
 JX1116  HISTORY     - 1958     GOOD             NGS
 JX1116  HISTORY     - 1976     GOOD             NGS
 JX1116  HISTORY     - 1984     POOR             NGS
 JX1116
 JX1116                          STATION DESCRIPTION
 JX1116
 JX1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX1116'0.2 MI SW FROM MURRAYVILLE.
 JX1116'ABOUT 0.2 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1116'FROM THE STATION SIGN AT MURRAYVILLE, 53 YARDS SOUTH OF AND
 JX1116'ACROSS THE TRACK FROM MILE POLE 118, AT A PRIVATE FARM ROAD
 JX1116'CROSSING, 26 FEET EAST OF THE EAST RAIL AND ON THE INSIDE OF A
 JX1116'CURVE, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1/2 FOOT
 JX1116'WEST OF A WIRE FENCE, 22 FEET SOUTH OF THE CENTER OF A GATE,
 JX1116'ABOUT 50 YARDS SOUTH OF A STONE CULVERT UNDER THE TRACK, 2
 JX1116'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 JX1116'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JX1116'PROJECTING 3 INCHES.
 JX1116
 JX1116                          STATION RECOVERY (1976)
 JX1116
 JX1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1116'RECOVERED IN GOOD CONDITION.
 JX1116
 JX1116                          STATION RECOVERY (1984)
 JX1116
 JX1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1116'RECOVERED IN POOR CONDITION, THE MARK IS NOW IN THE SOUTH SIDE OF A
 JX1116'FARM ROAD AND HAS BEEN RUN OVER BY TRACTORS AND HEAVY EQUIPMENT, USE
 JX1116'WITH EXTREME CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1589 ***********************************************************************
 GX1589  DESIGNATION -  G 86
 GX1589  PID         -  GX1589
 GX1589  STATE/COUNTY-  WV/MCDOWELL
 GX1589  USGS QUAD   -  PANTHER (1977)
 GX1589
 GX1589                         *CURRENT SURVEY CONTROL
 GX1589  ___________________________________________________________________
 GX1589* NAD 83(1986)-  37 28 00.     (N)    081 56 28.     (W)     SCALED    
 GX1589* NAVD 88     -       406.738  (meters)    1334.44   (feet)  ADJUSTED  
 GX1589  ___________________________________________________________________
 GX1589  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX1589  DYNAMIC HT  -         406.412 (meters)    1333.37  (feet)  COMP
 GX1589  MODELED GRAV-     979,815.9   (mgal)                       NAVD 88
 GX1589
 GX1589  VERT ORDER  -  SECOND    CLASS 0
 GX1589
 GX1589.The horizontal coordinates were scaled from a topographic map and have
 GX1589.an estimated accuracy of +/- 6 seconds.
 GX1589
 GX1589.The orthometric height was determined by differential leveling
 GX1589.and adjusted by the National Geodetic Survey in June 1991..
 GX1589
 GX1589.The geoid height was determined by GEOID03.
 GX1589
 GX1589.The dynamic height is computed by dividing the NAVD 88
 GX1589.geopotential number by the normal gravity value computed on the
 GX1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1589.degrees latitude (g = 980.6199 gals.).
 GX1589
 GX1589.The modeled gravity was interpolated from observed gravity values.
 GX1589
 GX1589;                    North         East    Units  Estimated Accuracy
 GX1589;SPC WV S     -    52,220.      516,750.      MT  (+/- 180 meters Scaled)
 GX1589
 GX1589                          SUPERSEDED SURVEY CONTROL
 GX1589
 GX1589  NGVD 29 (??/??/92)  406.934  (m)         1335.08   (f) ADJ UNCH    2 0
 GX1589
 GX1589.Superseded values are not recommended for survey control.
 GX1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1589.See file dsdata.txt to determine how the superseded data were derived.
 GX1589
 GX1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB167470(NAD 83)
 GX1589_MARKER: DB = BENCH MARK DISK
 GX1589_SETTING: 66 = SET IN ROCK OUTCROP
 GX1589_SP_SET: ROCK CUT
 GX1589_STAMPING: G 86 1952 1335.083
 GX1589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1589+STABILITY: POSITION/ELEVATION WELL
 GX1589
 GX1589  HISTORY     - Date     Condition        Report By
 GX1589  HISTORY     - 1952     MONUMENTED       CGS
 GX1589  HISTORY     - 1956     POOR             NGS
 GX1589  HISTORY     - 1963     GOOD             USGS
 GX1589
 GX1589                          STATION DESCRIPTION
 GX1589
 GX1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GX1589'3.1 MI SW FROM PANTHER.
 GX1589'3.1 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE NORFOLK AND
 GX1589'WESTERN RAILROAD STATION AT PANTHER, 0.55 MILE EAST OF JUNCTION OF
 GX1589'A GRAVEL ROAD NORTH TO WYOMING, 0.4 MILE WEST OF THE TOP OF A
 GX1589'HILL AND A CEMETERY, SET IN THE TOP OF A LEDGE AT THE BOTTOM OF
 GX1589'A ROCK CUT, 20 FEET SOUTHEAST OF CENTER OF ROAD, ABOUT 95 YARDS
 GX1589'SOUTHWEST OF CENTER OF A CURVE WITH TANGENTS EXTENDING SOUTHWEST
 GX1589'AND EAST, 2.5 FEET SOUTHWEST AND 2.5 FEET BELOW A 12-INCH TRIANGLE
 GX1589'CHISELED IN FACE OF LEDGE, AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 GX1589
 GX1589                          STATION RECOVERY (1963)
 GX1589
 GX1589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GX1589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1088 ***********************************************************************
 GX1088  DESIGNATION -  G 87
 GX1088  PID         -  GX1088
 GX1088  STATE/COUNTY-  WV/RALEIGH
 GX1088  USGS QUAD   -  BECKLEY (1989)
 GX1088
 GX1088                         *CURRENT SURVEY CONTROL
 GX1088  ___________________________________________________________________
 GX1088* NAD 83(1986)-  37 46 24.     (N)    081 10 34.     (W)     SCALED    
 GX1088* NAVD 88     -       732.917  (meters)    2404.58   (feet)  ADJUSTED  
 GX1088  ___________________________________________________________________
 GX1088  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1088  DYNAMIC HT  -         732.305 (meters)    2402.57  (feet)  COMP
 GX1088  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 GX1088
 GX1088  VERT ORDER  -  SECOND    CLASS 0
 GX1088
 GX1088.The horizontal coordinates were scaled from a topographic map and have
 GX1088.an estimated accuracy of +/- 6 seconds.
 GX1088
 GX1088.The orthometric height was determined by differential leveling
 GX1088.and adjusted by the National Geodetic Survey in June 1991..
 GX1088
 GX1088.The geoid height was determined by GEOID03.
 GX1088
 GX1088.The dynamic height is computed by dividing the NAVD 88
 GX1088.geopotential number by the normal gravity value computed on the
 GX1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1088.degrees latitude (g = 980.6199 gals.).
 GX1088
 GX1088.The modeled gravity was interpolated from observed gravity values.
 GX1088
 GX1088;                    North         East    Units  Estimated Accuracy
 GX1088;SPC WV S     -    85,850.      584,490.      MT  (+/- 180 meters Scaled)
 GX1088
 GX1088                          SUPERSEDED SURVEY CONTROL
 GX1088
 GX1088  NGVD 29 (??/??/92)  733.071  (m)         2405.08   (f) ADJ UNCH    2 0
 GX1088
 GX1088.Superseded values are not recommended for survey control.
 GX1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1088.See file dsdata.txt to determine how the superseded data were derived.
 GX1088
 GX1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB844806(NAD 83)
 GX1088_MARKER: DB = BENCH MARK DISK
 GX1088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1088_SP_SET: BUILDING
 GX1088_STAMPING: G 87 1960
 GX1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1088
 GX1088  HISTORY     - Date     Condition        Report By
 GX1088  HISTORY     - 1960     MONUMENTED       CGS
 GX1088
 GX1088                          STATION DESCRIPTION
 GX1088
 GX1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1088'AT BECKLEY.
 GX1088'AT BECKLEY, 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE
 GX1088'COURTHOUSE, 0.2 MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY
 GX1088'3 (SOUTH KANAHWA STREET) AND STATE HIGHWAY 41 LEADING NORTH, AT
 GX1088'THE JUNCTION OF FRENCH STREET LEADING NORTH, 98 1/2 FEET SOUTHWEST
 GX1088'OF THE CENTER LINE OF SOUTH KANAHWA STREET (HIGHWAY 3), SET
 GX1088'VERTICALLY IN THE NORTH-NORTHEAST FACE OF RED BRICK TWO-STORY
 GX1088'LINCOLN SCHOOL, 1.4 FEET WEST OF THE NORTHEAST CORNER OF BUILDING,
 GX1088'71 FEET EAST-SOUTHEAST OF THE CENTER OF MAIN ENTRANCE, 2 FEET
 GX1088'ABOVE THE LEVEL OF THIRD CONCRETE STEP FROM BOTTOM OF STEPS, AND
 GX1088'ABOUT 15 FEET ABOVE THE LEVEL OF SOUTH KANAHWA STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0186 ***********************************************************************
 JX0186  DESIGNATION -  G 9
 JX0186  PID         -  JX0186
 JX0186  STATE/COUNTY-  WV/LEWIS
 JX0186  USGS QUAD   -  WESTON (1977)
 JX0186
 JX0186                         *CURRENT SURVEY CONTROL
 JX0186  ___________________________________________________________________
 JX0186* NAD 83(1986)-  39 02 21.     (N)    080 28 06.     (W)     SCALED    
 JX0186* NAVD 88     -       311.744  (meters)    1022.78   (feet)  ADJUSTED  
 JX0186  ___________________________________________________________________
 JX0186  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JX0186  DYNAMIC HT  -         311.542 (meters)    1022.12  (feet)  COMP
 JX0186  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 JX0186
 JX0186  VERT ORDER  -  SECOND    CLASS 0
 JX0186
 JX0186.The horizontal coordinates were scaled from a topographic map and have
 JX0186.an estimated accuracy of +/- 6 seconds.
 JX0186
 JX0186.The orthometric height was determined by differential leveling
 JX0186.and adjusted by the National Geodetic Survey in June 1991..
 JX0186
 JX0186.The geoid height was determined by GEOID03.
 JX0186
 JX0186.The dynamic height is computed by dividing the NAVD 88
 JX0186.geopotential number by the normal gravity value computed on the
 JX0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0186.degrees latitude (g = 980.6199 gals.).
 JX0186
 JX0186.The modeled gravity was interpolated from observed gravity values.
 JX0186
 JX0186;                    North         East    Units  Estimated Accuracy
 JX0186;SPC WV S     -   226,470.      646,030.      MT  (+/- 180 meters Scaled)
 JX0186
 JX0186                          SUPERSEDED SURVEY CONTROL
 JX0186
 JX0186  NGVD 29 (??/??/92)  311.912  (m)         1023.33   (f) ADJ UNCH    2 0
 JX0186
 JX0186.Superseded values are not recommended for survey control.
 JX0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0186.See file dsdata.txt to determine how the superseded data were derived.
 JX0186
 JX0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND460212(NAD 83)
 JX0186_MARKER: DB = BENCH MARK DISK
 JX0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0186_SP_SET: BUILDING
 JX0186_STAMPING: G 9 1933
 JX0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0186
 JX0186  HISTORY     - Date     Condition        Report By
 JX0186  HISTORY     - 1933     MONUMENTED       CGS
 JX0186  HISTORY     - 1935     GOOD             NGS
 JX0186
 JX0186                          STATION DESCRIPTION
 JX0186
 JX0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0186'AT WESTON.
 JX0186'AT WESTON, LEWIS COUNTY, IN THE WEST FACE OF THE BALTIMORE AND
 JX0186'OHIO RAILROAD STATION, JUST SOUTH OF THE SOUTHERN-MOST DOOR,
 JX0186'10 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND 4 FEET ABOVE
 JX0186'THE GROUND.  A STANDARD DISK, STAMPED G 9 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1251 ***********************************************************************
 JX1251  DESIGNATION -  G 91
 JX1251  PID         -  JX1251
 JX1251  STATE/COUNTY-  WV/WOOD
 JX1251  USGS QUAD   -  ROCKPORT (1975)
 JX1251
 JX1251                         *CURRENT SURVEY CONTROL
 JX1251  ___________________________________________________________________
 JX1251* NAD 83(1986)-  39 07 16.     (N)    081 31 13.     (W)     SCALED    
 JX1251* NAVD 88     -       316.105  (meters)    1037.09   (feet)  ADJUSTED  
 JX1251  ___________________________________________________________________
 JX1251  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JX1251  DYNAMIC HT  -         315.908 (meters)    1036.44  (feet)  COMP
 JX1251  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 JX1251
 JX1251  VERT ORDER  -  SECOND    CLASS 0
 JX1251
 JX1251.The horizontal coordinates were scaled from a topographic map and have
 JX1251.an estimated accuracy of +/- 6 seconds.
 JX1251
 JX1251.The orthometric height was determined by differential leveling
 JX1251.and adjusted by the National Geodetic Survey in June 1991..
 JX1251
 JX1251.The geoid height was determined by GEOID03.
 JX1251
 JX1251.The dynamic height is computed by dividing the NAVD 88
 JX1251.geopotential number by the normal gravity value computed on the
 JX1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1251.degrees latitude (g = 980.6199 gals.).
 JX1251
 JX1251.The modeled gravity was interpolated from observed gravity values.
 JX1251
 JX1251;                    North         East    Units  Estimated Accuracy
 JX1251;SPC WV N     -    70,920.      425,310.      MT  (+/- 180 meters Scaled)
 JX1251
 JX1251                          SUPERSEDED SURVEY CONTROL
 JX1251
 JX1251  NGVD 29 (??/??/92)  316.292  (m)         1037.70   (f) ADJ UNCH    2 0
 JX1251
 JX1251.Superseded values are not recommended for survey control.
 JX1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1251.See file dsdata.txt to determine how the superseded data were derived.
 JX1251
 JX1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD550303(NAD 83)
 JX1251_MARKER: DB = BENCH MARK DISK
 JX1251_SETTING: 66 = SET IN ROCK OUTCROP
 JX1251_SP_SET: ROCK CUT
 JX1251_STAMPING: G 91 1956
 JX1251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1251+STABILITY: POSITION/ELEVATION WELL
 JX1251
 JX1251  HISTORY     - Date     Condition        Report By
 JX1251  HISTORY     - 1956     MONUMENTED       CGS
 JX1251
 JX1251                          STATION DESCRIPTION
 JX1251
 JX1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1251'3.6 MI SW FROM CHESTERVILLE.
 JX1251'2.7 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD FROM VALLEY
 JX1251'CHAPEL CHURCH AT CHESTERVILLE, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG
 JX1251'A DIRT ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH AND
 JX1251'UPHILL, 45 FEET NORTHWEST OF THE TOP OF GRADE AND CENTER OF
 JX1251'JUNCTION OF ROADS, 6 FEET WEST OF CENTER LINE OF DIRT ROAD, SET
 JX1251'VERTICALLY IN THE EAST FACE OF A 2-FOOT HIGH ROCK CUT WHICH IS
 JX1251'PART OF ROCK FORMATION EXTENDING ACROSS ROAD, ABOUT 65 YARDS
 JX1251'EAST OF A VACANT FARM HOUSE AND ABOUT 16 FEET NORTH OF THE
 JX1251'EXTENDED NORTH FACE OF HOUSE AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1216 ***********************************************************************
 JX1216  DESIGNATION -  G 92
 JX1216  PID         -  JX1216
 JX1216  STATE/COUNTY-  WV/WIRT
 JX1216  USGS QUAD   -  ROCKPORT (1975)
 JX1216
 JX1216                         *CURRENT SURVEY CONTROL
 JX1216  ___________________________________________________________________
 JX1216* NAD 83(1986)-  39 02 15.     (N)    081 32 41.     (W)     SCALED    
 JX1216* NAVD 88     -       319.583  (meters)    1048.50   (feet)  ADJUSTED  
 JX1216  ___________________________________________________________________
 JX1216  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JX1216  DYNAMIC HT  -         319.381 (meters)    1047.84  (feet)  COMP
 JX1216  MODELED GRAV-     979,986.1   (mgal)                       NAVD 88
 JX1216
 JX1216  VERT ORDER  -  SECOND    CLASS 0
 JX1216
 JX1216.The horizontal coordinates were scaled from a topographic map and have
 JX1216.an estimated accuracy of +/- 6 seconds.
 JX1216
 JX1216.The orthometric height was determined by differential leveling
 JX1216.and adjusted by the National Geodetic Survey in June 1991..
 JX1216
 JX1216.The geoid height was determined by GEOID03.
 JX1216
 JX1216.The dynamic height is computed by dividing the NAVD 88
 JX1216.geopotential number by the normal gravity value computed on the
 JX1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1216.degrees latitude (g = 980.6199 gals.).
 JX1216
 JX1216.The modeled gravity was interpolated from observed gravity values.
 JX1216
 JX1216;                    North         East    Units  Estimated Accuracy
 JX1216;SPC WV N     -    61,690.      422,980.      MT  (+/- 180 meters Scaled)
 JX1216
 JX1216                          SUPERSEDED SURVEY CONTROL
 JX1216
 JX1216  NGVD 29 (??/??/92)  319.762  (m)         1049.09   (f) ADJ UNCH    2 0
 JX1216
 JX1216.Superseded values are not recommended for survey control.
 JX1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1216.See file dsdata.txt to determine how the superseded data were derived.
 JX1216
 JX1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD528210(NAD 83)
 JX1216_MARKER: DB = BENCH MARK DISK
 JX1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1216_STAMPING: G 92 1956
 JX1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1216+STABILITY: SURFACE MOTION
 JX1216
 JX1216  HISTORY     - Date     Condition        Report By
 JX1216  HISTORY     - 1956     MONUMENTED       CGS
 JX1216  HISTORY     - 1982     GOOD             NGS
 JX1216
 JX1216                          STATION DESCRIPTION
 JX1216
 JX1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1216'1.3 MI NW FROM WINDY.
 JX1216'1.3 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 JX1216'AND ROAD JUNCTION AT WINDY, ABOUT 1.0 MILE SOUTHEAST OF JUNCTION
 JX1216'OF U.S. HIGHWAY 21 ABOUT 0.4 MILE NORTHEAST OF JUNCTION OF
 JX1216'A ROAD SOUTH, ABOUT 39 YARDS EAST-NORTHEST OF CROSSING OF A
 JX1216'POWER LINE, ABOUT 230 YARDS EAST-NORTHEAST OF CENTER OF A
 JX1216'CURVE IN ROAD WITH TANGENTS EXTENDING EAST-NORTHEAST AND SOUTHWEST,
 JX1216'13 FEET SOUTH-SOUTHEAST OF CENTER LINE OF ROAD, 1 1/2 FEET
 JX1216'NORTH-NORTHWEST OF A WIRE FENCE, 2 FEET EAST OF A WHITE WOODEN
 JX1216'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 JX1216'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- MARK MAY BE REACHED
 JX1216'FROM THE SCHOOL AT ROCKPORT, WOOD COUNTY, BY GOING ABOUT 2.55
 JX1216'MILES SOUTH ALONG U.S. HIGHWAY 21 THENCE 1.0 MILE SOUTHEAST
 JX1216'ALONG A GRAVEL ROAD LEADING TO WINDY.
 JX1216
 JX1216                          STATION RECOVERY (1982)
 JX1216
 JX1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JX1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2483 ***********************************************************************
 HX2483  DESIGNATION -  G 93
 HX2483  PID         -  HX2483
 HX2483  STATE/COUNTY-  WV/JACKSON
 HX2483  USGS QUAD   -  GAY (1987)
 HX2483
 HX2483                         *CURRENT SURVEY CONTROL
 HX2483  ___________________________________________________________________
 HX2483* NAD 83(1986)-  38 49 57.     (N)    081 33 40.     (W)     SCALED    
 HX2483* NAVD 88     -       208.568  (meters)     684.28   (feet)  ADJUSTED  
 HX2483  ___________________________________________________________________
 HX2483  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HX2483  DYNAMIC HT  -         208.432 (meters)     683.83  (feet)  COMP
 HX2483  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 HX2483
 HX2483  VERT ORDER  -  SECOND    CLASS 0
 HX2483
 HX2483.The horizontal coordinates were scaled from a topographic map and have
 HX2483.an estimated accuracy of +/- 6 seconds.
 HX2483
 HX2483.The orthometric height was determined by differential leveling
 HX2483.and adjusted by the National Geodetic Survey in June 1991..
 HX2483
 HX2483.The geoid height was determined by GEOID03.
 HX2483
 HX2483.The dynamic height is computed by dividing the NAVD 88
 HX2483.geopotential number by the normal gravity value computed on the
 HX2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2483.degrees latitude (g = 980.6199 gals.).
 HX2483
 HX2483.The modeled gravity was interpolated from observed gravity values.
 HX2483
 HX2483;                    North         East    Units  Estimated Accuracy
 HX2483;SPC WV S     -   203,540.      551,280.      MT  (+/- 180 meters Scaled)
 HX2483
 HX2483                          SUPERSEDED SURVEY CONTROL
 HX2483
 HX2483  NGVD 29 (??/??/92)  208.736  (m)          684.83   (f) ADJ UNCH    2 0
 HX2483
 HX2483.Superseded values are not recommended for survey control.
 HX2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2483.See file dsdata.txt to determine how the superseded data were derived.
 HX2483
 HX2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC512983(NAD 83)
 HX2483_MARKER: DB = BENCH MARK DISK
 HX2483_SETTING: 66 = SET IN ROCK OUTCROP
 HX2483_SP_SET: ROCK OUTCROP
 HX2483_STAMPING: G 93 1956
 HX2483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2483+STABILITY: POSITION/ELEVATION WELL
 HX2483
 HX2483  HISTORY     - Date     Condition        Report By
 HX2483  HISTORY     - 1956     MONUMENTED       CGS
 HX2483
 HX2483                          STATION DESCRIPTION
 HX2483
 HX2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2483'2.6 MI NW FROM MARSHALL.
 HX2483'ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 33 FROM THE BRIDGE
 HX2483'OVER BUFFALO CREEK AT MARSHALL, THENCE ABOUT 0.75 MILE
 HX2483'NORTHEAST ALONG A GRAVEL ROAD FOLLOWING LITTLE CREEK, ABOUT 0.25
 HX2483'MILE NORTHEAST OF A BRIDGE OVER LITTLE CREEK, 172 YARDS
 HX2483'EAST OF A 50-INCH CORRUGATED PIPE CULVERT UNDER ROAD, 78 YARDS
 HX2483'EAST OF A DRIVE SOUTHEAST TO A FARM HOUSE, 17 FEET NORTH OF
 HX2483'CENTER LINE OF ROAD, SET VERTICALLY IN THE SOUTH-SOUTHWEST FACE
 HX2483'OF A LARGE SLANTING LAYERED ROCK FORMATION, 6 FEET WEST OF
 HX2483'SOUTHEAST END OF ROCK, ABOUT 5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1771 ***********************************************************************
 HX1771  DESIGNATION -  G 94
 HX1771  PID         -  HX1771
 HX1771  STATE/COUNTY-  WV/ROANE
 HX1771  USGS QUAD   -  WALTON (1976)
 HX1771
 HX1771                         *CURRENT SURVEY CONTROL
 HX1771  ___________________________________________________________________
 HX1771* NAD 83(1986)-  38 41 30.     (N)    081 28 09.     (W)     SCALED    
 HX1771* NAVD 88     -       223.144  (meters)     732.10   (feet)  ADJUSTED  
 HX1771  ___________________________________________________________________
 HX1771  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HX1771  DYNAMIC HT  -         222.994 (meters)     731.61  (feet)  COMP
 HX1771  MODELED GRAV-     979,951.4   (mgal)                       NAVD 88
 HX1771
 HX1771  VERT ORDER  -  SECOND    CLASS 0
 HX1771
 HX1771.The horizontal coordinates were scaled from a topographic map and have
 HX1771.an estimated accuracy of +/- 6 seconds.
 HX1771
 HX1771.The orthometric height was determined by differential leveling
 HX1771.and adjusted by the National Geodetic Survey in June 1991..
 HX1771
 HX1771.The geoid height was determined by GEOID03.
 HX1771
 HX1771.The dynamic height is computed by dividing the NAVD 88
 HX1771.geopotential number by the normal gravity value computed on the
 HX1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1771.degrees latitude (g = 980.6199 gals.).
 HX1771
 HX1771.The modeled gravity was interpolated from observed gravity values.
 HX1771
 HX1771;                    North         East    Units  Estimated Accuracy
 HX1771;SPC WV S     -   187,860.      559,180.      MT  (+/- 180 meters Scaled)
 HX1771
 HX1771                          SUPERSEDED SURVEY CONTROL
 HX1771
 HX1771  NGVD 29 (??/??/92)  223.315  (m)          732.66   (f) ADJ UNCH    2 0
 HX1771
 HX1771.Superseded values are not recommended for survey control.
 HX1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1771.See file dsdata.txt to determine how the superseded data were derived.
 HX1771
 HX1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC591826(NAD 83)
 HX1771_MARKER: DB = BENCH MARK DISK
 HX1771_SETTING: 66 = SET IN ROCK OUTCROP
 HX1771_SP_SET: ROCK CUT
 HX1771_STAMPING: G 94 1956
 HX1771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1771+STABILITY: POSITION/ELEVATION WELL
 HX1771
 HX1771  HISTORY     - Date     Condition        Report By
 HX1771  HISTORY     - 1956     MONUMENTED       CGS
 HX1771
 HX1771                          STATION DESCRIPTION
 HX1771
 HX1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1771'0.7 MI NE FROM HARMONY.
 HX1771'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 HX1771'GANDEEVILLE FROM THE BRIDGE OVER COX FORK AT HARMONY, 18 1/2
 HX1771'FEET NORTHWEST OF CENTER LINE OF ROAD, 60 FEET SOUTHWEST OF WEST
 HX1771'CORNER OF A CONCRETE BRIDGE OVER FLAT FORK, SET VERTICALLY ABOUT
 HX1771'2 1/2 FEET ABOVE GROUND IN THE SOUTHEAST FACE OF A 3 1/2-FOOT
 HX1771'HIGH LAYER OF ROCK IN A 10-FOOT HIGH CUT AND ABOUT 3 FEET ABOVE
 HX1771'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1784 ***********************************************************************
 HX1784  DESIGNATION -  G 95
 HX1784  PID         -  HX1784
 HX1784  STATE/COUNTY-  WV/ROANE
 HX1784  USGS QUAD   -  KETTLE (1975)
 HX1784
 HX1784                         *CURRENT SURVEY CONTROL
 HX1784  ___________________________________________________________________
 HX1784* NAD 83(1986)-  38 36 30.     (N)    081 28 18.     (W)     SCALED    
 HX1784* NAVD 88     -       330.249  (meters)    1083.49   (feet)  ADJUSTED  
 HX1784  ___________________________________________________________________
 HX1784  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HX1784  DYNAMIC HT  -         330.024 (meters)    1082.75  (feet)  COMP
 HX1784  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 HX1784
 HX1784  VERT ORDER  -  SECOND    CLASS 0
 HX1784
 HX1784.The horizontal coordinates were scaled from a topographic map and have
 HX1784.an estimated accuracy of +/- 6 seconds.
 HX1784
 HX1784.The orthometric height was determined by differential leveling
 HX1784.and adjusted by the National Geodetic Survey in June 1991..
 HX1784
 HX1784.The geoid height was determined by GEOID03.
 HX1784
 HX1784.The dynamic height is computed by dividing the NAVD 88
 HX1784.geopotential number by the normal gravity value computed on the
 HX1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1784.degrees latitude (g = 980.6199 gals.).
 HX1784
 HX1784.The modeled gravity was interpolated from observed gravity values.
 HX1784
 HX1784;                    North         East    Units  Estimated Accuracy
 HX1784;SPC WV S     -   178,610.      558,920.      MT  (+/- 180 meters Scaled)
 HX1784
 HX1784                          SUPERSEDED SURVEY CONTROL
 HX1784
 HX1784  NGVD 29 (??/??/92)  330.420  (m)         1084.05   (f) ADJ UNCH    2 0
 HX1784
 HX1784.Superseded values are not recommended for survey control.
 HX1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1784.See file dsdata.txt to determine how the superseded data were derived.
 HX1784
 HX1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC589734(NAD 83)
 HX1784_MARKER: DB = BENCH MARK DISK
 HX1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1784_STAMPING: G 95 1956
 HX1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1784+STABILITY: SURFACE MOTION
 HX1784
 HX1784  HISTORY     - Date     Condition        Report By
 HX1784  HISTORY     - 1956     MONUMENTED       CGS
 HX1784
 HX1784                          STATION DESCRIPTION
 HX1784
 HX1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1784'6 MI W FROM MT WELCOME.
 HX1784'ABOUT 5.85 MILES WEST ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 HX1784'JUNCTION OF STATE HIGHWAY 14 AND TOP OF HIGHWAY GRADE AT MT.
 HX1784'WELCOME, THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A NARROW GRAVEL
 HX1784'ROAD, AT MATTIE SCHOOL, 46 FEET WEST-NORTHWEST OF CENTER LINE
 HX1784'OF ROAD, 137 FEET SOUTH OF SOUTHEAST CORNER OF SCHOOL BUILDING
 HX1784'(2-STORY CONCRETE BLOCK BUILDING), 134 FEET SOUTH OF SOUTHWEST
 HX1784'CORNER OF SAME BUILDING AND ABOUT IN LINE WITH THE EXTENDED WEST
 HX1784'FACE OF BUILDING, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 HX1784'ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 HX1784'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1957 ***********************************************************************
 HX1957  DESIGNATION -  G 96
 HX1957  PID         -  HX1957
 HX1957  STATE/COUNTY-  WV/KANAWHA
 HX1957  USGS QUAD   -  BLUE CREEK (1995)
 HX1957
 HX1957                         *CURRENT SURVEY CONTROL
 HX1957  ___________________________________________________________________
 HX1957* NAD 83(1986)-  38 29 44.     (N)    081 23 58.     (W)     SCALED    
 HX1957* NAVD 88     -       247.765  (meters)     812.88   (feet)  ADJUSTED  
 HX1957  ___________________________________________________________________
 HX1957  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HX1957  DYNAMIC HT  -         247.594 (meters)     812.31  (feet)  COMP
 HX1957  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 HX1957
 HX1957  VERT ORDER  -  SECOND    CLASS 0
 HX1957
 HX1957.The horizontal coordinates were scaled from a topographic map and have
 HX1957.an estimated accuracy of +/- 6 seconds.
 HX1957
 HX1957.The orthometric height was determined by differential leveling
 HX1957.and adjusted by the National Geodetic Survey in June 1991..
 HX1957
 HX1957.The geoid height was determined by GEOID03.
 HX1957
 HX1957.The dynamic height is computed by dividing the NAVD 88
 HX1957.geopotential number by the normal gravity value computed on the
 HX1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1957.degrees latitude (g = 980.6199 gals.).
 HX1957
 HX1957.The modeled gravity was interpolated from observed gravity values.
 HX1957
 HX1957;                    North         East    Units  Estimated Accuracy
 HX1957;SPC WV S     -   166,070.      565,160.      MT  (+/- 180 meters Scaled)
 HX1957
 HX1957                          SUPERSEDED SURVEY CONTROL
 HX1957
 HX1957  NGVD 29 (??/??/92)  247.941  (m)          813.45   (f) ADJ UNCH    2 0
 HX1957
 HX1957.Superseded values are not recommended for survey control.
 HX1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1957.See file dsdata.txt to determine how the superseded data were derived.
 HX1957
 HX1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC651608(NAD 83)
 HX1957_MARKER: DB = BENCH MARK DISK
 HX1957_SETTING: 66 = SET IN ROCK OUTCROP
 HX1957_SP_SET: ROCKY CUT
 HX1957_STAMPING: G 96 1956
 HX1957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1957+STABILITY: POSITION/ELEVATION WELL
 HX1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX1957+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 HX1957
 HX1957  HISTORY     - Date     Condition        Report By
 HX1957  HISTORY     - 1956     MONUMENTED       CGS
 HX1957  HISTORY     - 20041214 GOOD             INDIV
 HX1957
 HX1957                          STATION DESCRIPTION
 HX1957
 HX1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1957'2.4 MI N FROM FALLING ROCK.
 HX1957'ABOUT 0.35 MILE NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST
 HX1957'OFFICE AT FALLING ROCK, THENCE ABOUT 2.05 MILES NORTH AND NORTHWEST
 HX1957'ALONG A BLACK TOP ROAD, ABOUT 0.65 MILE SOUTHEAST OF THE TOP OF A
 HX1957'GRADE AND GAP, 18 FEET NORTH-NORTHEAST OF CENTER LINE OF ROAD,
 HX1957'47 1/2 FEET NORTH AND DIAGONALLY ACROSS ROAD FROM POWER POLE
 HX1957'NO. AEP 47-7518 3 A 2, SET VERTICALLY 4 FEET ABOVE GROUND IN THE
 HX1957'7 1/2-FOOT HIGH SOUTH-SOUTHWEST FACE OF A ROCKY CUT, 18 YARDS WEST
 HX1957'OF EAST END OF CUT AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
 HX1957
 HX1957                          STATION RECOVERY (2004)
 HX1957
 HX1957'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX1957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2536 ***********************************************************************
 HX2536  DESIGNATION -  G 97
 HX2536  PID         -  HX2536
 HX2536  STATE/COUNTY-  WV/JACKSON
 HX2536  USGS QUAD   -  KENTUCK (1975)
 HX2536
 HX2536                         *CURRENT SURVEY CONTROL
 HX2536  ___________________________________________________________________
 HX2536* NAD 83(1986)-  38 37 37.     (N)    081 32 45.     (W)     SCALED    
 HX2536* NAVD 88     -       274.163  (meters)     899.48   (feet)  ADJUSTED  
 HX2536  ___________________________________________________________________
 HX2536  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HX2536  DYNAMIC HT  -         273.979 (meters)     898.88  (feet)  COMP
 HX2536  MODELED GRAV-     979,949.0   (mgal)                       NAVD 88
 HX2536
 HX2536  VERT ORDER  -  SECOND    CLASS 0
 HX2536
 HX2536.The horizontal coordinates were scaled from a topographic map and have
 HX2536.an estimated accuracy of +/- 6 seconds.
 HX2536
 HX2536.The orthometric height was determined by differential leveling
 HX2536.and adjusted by the National Geodetic Survey in June 1991..
 HX2536
 HX2536.The geoid height was determined by GEOID03.
 HX2536
 HX2536.The dynamic height is computed by dividing the NAVD 88
 HX2536.geopotential number by the normal gravity value computed on the
 HX2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2536.degrees latitude (g = 980.6199 gals.).
 HX2536
 HX2536.The modeled gravity was interpolated from observed gravity values.
 HX2536
 HX2536;                    North         East    Units  Estimated Accuracy
 HX2536;SPC WV S     -   180,720.      552,470.      MT  (+/- 180 meters Scaled)
 HX2536
 HX2536                          SUPERSEDED SURVEY CONTROL
 HX2536
 HX2536  NGVD 29 (??/??/92)  274.339  (m)          900.06   (f) ADJ UNCH    2 0
 HX2536
 HX2536.Superseded values are not recommended for survey control.
 HX2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2536.See file dsdata.txt to determine how the superseded data were derived.
 HX2536
 HX2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC524755(NAD 83)
 HX2536_MARKER: DB = BENCH MARK DISK
 HX2536_SETTING: 66 = SET IN ROCK OUTCROP
 HX2536_SP_SET: ROCK OUTCROP
 HX2536_STAMPING: G 97 1956
 HX2536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2536+STABILITY: POSITION/ELEVATION WELL
 HX2536
 HX2536  HISTORY     - Date     Condition        Report By
 HX2536  HISTORY     - 1956     MONUMENTED       CGS
 HX2536
 HX2536                          STATION DESCRIPTION
 HX2536
 HX2536'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2536'7.4 MI N FROM KETTLE.
 HX2536'ABOUT 2.2 MILES NORTHWEST ALONG A DIRT ROAD FOLLOWING GREEN
 HX2536'CREEK FROM THE POST OFFICE AND STORE AT KETTLE, THENCE ABOUT 2.55
 HX2536'MILES SOUTHEAST AND NORTH ALONG A DIRT ROAD FOLLOWING POCATALICO
 HX2536'RIVER, THENCE ABOUT 2.6 MILES NORTHEAST ALONG A DIRT ROAD
 HX2536'FOLLOWING WHITE OAK CREEK, ABOUT 0.35 MILE SOUTHEAST OF
 HX2536'JUNCTION OF A NORTH-SOUTH ROAD FOLLOWING RIDGE, ABOUT 0.3 MILE
 HX2536'NORTHWEST OF FORD ACROSS WHITE OAK CREEK, IN THE TOP OF A 5-FOOT
 HX2536'HIGH 20-FOOT WIDE ROCK OUTCROP, 10 1/2 FEET EAST OF CENTER
 HX2536'LINE OF ROAD, 0.9 FOOT EAST OF WEST EDGE OF OUTCROP, 6 FEET
 HX2536'NORTH OF SOUTH END OF ROCK OUTCROP, ABOUT 30 YARDS NORTH OF
 HX2536'NORTH END OF A SHARP CURVE WITH TANGENTS EXTENDING NORTH AND
 HX2536'EAST AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.  NOTE- MARK IS
 HX2536'REACHED FROM HARMONY, ROANE COUNTY BY GOING ABOUT 0.2 MILE
 HX2536'SOUTHWEST ALONG A BLACK TOP ROAD FROM BRIDGE OVER COX FORK,
 HX2536'THENCE ABOUT 1.1 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE
 HX2536'ABOUT 2.45 MILES SOUTHWEST ALONG A ROAD THRU HIGBY RUN, THENCE
 HX2536'ABOUT 0.15 MILE NORTHWEST ALONG A DIRT ROAD FOLLOWING A RIDGE,
 HX2536'THENCE ABOUT 4.75 MILES SOUTHWEST ALONG DIRT ROAD, THENCE ABOUT
 HX2536'0.35 MILE SOUTHEAST ALONG ROAD INTO WHITE OAK CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2586 ***********************************************************************
 HX2586  DESIGNATION -  G 98
 HX2586  PID         -  HX2586
 HX2586  STATE/COUNTY-  WV/KANAWHA
 HX2586  USGS QUAD   -  BANCROFT (1975)
 HX2586
 HX2586                         *CURRENT SURVEY CONTROL
 HX2586  ___________________________________________________________________
 HX2586* NAD 83(1986)-  38 31 43.     (N)    081 45 02.     (W)     SCALED    
 HX2586* NAVD 88     -       262.670  (meters)     861.78   (feet)  ADJUSTED  
 HX2586  ___________________________________________________________________
 HX2586  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HX2586  DYNAMIC HT  -         262.489 (meters)     861.18  (feet)  COMP
 HX2586  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 HX2586
 HX2586  VERT ORDER  -  SECOND    CLASS 0
 HX2586
 HX2586.The horizontal coordinates were scaled from a topographic map and have
 HX2586.an estimated accuracy of +/- 6 seconds.
 HX2586
 HX2586.The orthometric height was determined by differential leveling
 HX2586.and adjusted by the National Geodetic Survey in June 1991..
 HX2586
 HX2586.The geoid height was determined by GEOID03.
 HX2586
 HX2586.The dynamic height is computed by dividing the NAVD 88
 HX2586.geopotential number by the normal gravity value computed on the
 HX2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2586.degrees latitude (g = 980.6199 gals.).
 HX2586
 HX2586.The modeled gravity was interpolated from observed gravity values.
 HX2586
 HX2586;                    North         East    Units  Estimated Accuracy
 HX2586;SPC WV S     -   169,930.      534,560.      MT  (+/- 180 meters Scaled)
 HX2586
 HX2586                          SUPERSEDED SURVEY CONTROL
 HX2586
 HX2586  NGVD 29 (??/??/92)  262.859  (m)          862.40   (f) ADJ UNCH    2 0
 HX2586
 HX2586.Superseded values are not recommended for survey control.
 HX2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2586.See file dsdata.txt to determine how the superseded data were derived.
 HX2586
 HX2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC345647(NAD 83)
 HX2586_MARKER: DB = BENCH MARK DISK
 HX2586_SETTING: 66 = SET IN ROCK OUTCROP
 HX2586_SP_SET: ROCK CUT
 HX2586_STAMPING: G 98 1956
 HX2586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2586+STABILITY: POSITION/ELEVATION WELL
 HX2586
 HX2586  HISTORY     - Date     Condition        Report By
 HX2586  HISTORY     - 1956     MONUMENTED       CGS
 HX2586
 HX2586                          STATION DESCRIPTION
 HX2586
 HX2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2586'7.6 MI NE FROM RAYMOND CITY.
 HX2586'ABOUT 0.2 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE BRIDGE
 HX2586'OVER POCATALICO RIVER AT RAYMOND CITY, THENCE ABOUT 5.95 MILES
 HX2586'NORTHEAST ALONG A BLACK TOP AND GRAVEL ROAD, THENCE ABOUT 1.4
 HX2586'MILES EAST ALONG A ROAD LEADING OVER GAP INTO KELLY CREEK,
 HX2586'ABOUT 0.15 MILE EAST AND DOWNHILL FROM THE TOP OF GRADE AND A
 HX2586'CROSSROAD AND THE PUTNAM-KANAWAH COUNTY LINE, ABOUT 87 YARDS
 HX2586'SOUTHWEST CORNER OF AN ABANDONED FRAME HOUSE, 66 YARDS SOUTHWEST
 HX2586'OF POWER POLE NO. 51-7339/1122 D 8 WITH A TRANSFORMER, AT THE
 HX2586'NORTHEAST END OF ROCKY PART OF A CUT, SET VERTICALLY IN THE
 HX2586'SOUTHEAST FACE OF A ROCK IN CUT, 3 FEET SOUTHWEST OF NORTHEAST
 HX2586'END OF ROCKY PART OF CUT AND ABOUT 1 1/2 FEET ABOVE LEVEL OF
 HX2586'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2522 ***********************************************************************
 HX2522  DESIGNATION -  G 99
 HX2522  PID         -  HX2522
 HX2522  STATE/COUNTY-  WV/JACKSON
 HX2522  USGS QUAD   -  KENTUCK (1975)
 HX2522
 HX2522                         *CURRENT SURVEY CONTROL
 HX2522  ___________________________________________________________________
 HX2522* NAD 83(1986)-  38 39 29.     (N)    081 34 15.     (W)     SCALED    
 HX2522* NAVD 88     -       226.119  (meters)     741.86   (feet)  ADJUSTED  
 HX2522  ___________________________________________________________________
 HX2522  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HX2522  DYNAMIC HT  -         225.967 (meters)     741.36  (feet)  COMP
 HX2522  MODELED GRAV-     979,951.7   (mgal)                       NAVD 88
 HX2522
 HX2522  VERT ORDER  -  SECOND    CLASS 0
 HX2522
 HX2522.The horizontal coordinates were scaled from a topographic map and have
 HX2522.an estimated accuracy of +/- 6 seconds.
 HX2522
 HX2522.The orthometric height was determined by differential leveling
 HX2522.and adjusted by the National Geodetic Survey in June 1991..
 HX2522
 HX2522.The geoid height was determined by GEOID03.
 HX2522
 HX2522.The dynamic height is computed by dividing the NAVD 88
 HX2522.geopotential number by the normal gravity value computed on the
 HX2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2522.degrees latitude (g = 980.6199 gals.).
 HX2522
 HX2522.The modeled gravity was interpolated from observed gravity values.
 HX2522
 HX2522;                    North         East    Units  Estimated Accuracy
 HX2522;SPC WV S     -   184,180.      550,320.      MT  (+/- 180 meters Scaled)
 HX2522
 HX2522                          SUPERSEDED SURVEY CONTROL
 HX2522
 HX2522  NGVD 29 (??/??/92)  226.297  (m)          742.44   (f) ADJ UNCH    2 0
 HX2522
 HX2522.Superseded values are not recommended for survey control.
 HX2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2522.See file dsdata.txt to determine how the superseded data were derived.
 HX2522
 HX2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC503789(NAD 83)
 HX2522_MARKER: DB = BENCH MARK DISK
 HX2522_SETTING: 80 = SET IN A BOULDER
 HX2522_SP_SET: BOULDER
 HX2522_STAMPING: G 99 1956
 HX2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2522+STABILITY: SURFACE MOTION
 HX2522
 HX2522  HISTORY     - Date     Condition        Report By
 HX2522  HISTORY     - 1956     MONUMENTED       CGS
 HX2522
 HX2522                          STATION DESCRIPTION
 HX2522
 HX2522'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2522'1.3 MI E FROM KENTUCK.
 HX2522'ABOUT 1.3 MILES EAST ALONG A GRAVEL ROAD FROM GOSHEN BAPTIST
 HX2522'CHURCH AT KENTUCK, ABOUT 0.4 MILE NORTHEAST OF STORE AT FLETCHER,
 HX2522'ABOUT 0.75 MILE WEST OF A STORE AND ROAD JUNCTION, 175 FEET
 HX2522'WEST-NORTHWEST OF CENTER LINE OF MAIN ROAD AND CENTER OF A WOODEN
 HX2522'DECK BRIDGE OVER A CREEK BRANCH, 130 FEET WEST-NORTHWEST OF
 HX2522'CONFLUENCE OF CREEK BRANCHES AND FORD FOR A ROAD LEADING WEST
 HX2522'TO FARM HOUSES, IN THE TOP OF THE HIGHEST POINT OF A 4 1/2-FOOT
 HX2522'HIGH 6 BY 6-FOOT EMBEDDED BOULDER IN HILL SIDE, 39 FEET NORTH
 HX2522'OF CENTER LINE OF PRIVATE ROAD WEST OF FARM HOUSES AND ABOUT
 HX2522'LEVEL WITH THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2258 ***********************************************************************
 GX2258  DESIGNATION -  GAGE
 GX2258  PID         -  GX2258
 GX2258  STATE/COUNTY-  WV/LOGAN
 GX2258  USGS QUAD   -  AMHERSTDALE (1989)
 GX2258
 GX2258                         *CURRENT SURVEY CONTROL
 GX2258  ___________________________________________________________________
 GX2258* NAD 83(1986)-  37 50 50.     (N)    081 52 17.     (W)     SCALED    
 GX2258* NAVD 88     -       201.95   (+/-2cm)     662.6    (feet)  VERTCON   
 GX2258  ___________________________________________________________________
 GX2258  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GX2258
 GX2258  VERT ORDER  -  ? (See Below)
 GX2258
 GX2258.The horizontal coordinates were scaled from a topographic map and have
 GX2258.an estimated accuracy of +/- 6 seconds.
 GX2258
 GX2258.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX2258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX2258.The vertical order pertains to the NGVD 29 superseded value.
 GX2258
 GX2258.The geoid height was determined by GEOID03.
 GX2258
 GX2258;                    North         East    Units  Estimated Accuracy
 GX2258;SPC WV S     -    94,390.      523,310.      MT  (+/- 180 meters Scaled)
 GX2258
 GX2258                          SUPERSEDED SURVEY CONTROL
 GX2258
 GX2258  NGVD 29 (??/??/92)  202.149  (m)          663.22   (f) ADJ UNCH    ?  
 GX2258
 GX2258.Superseded values are not recommended for survey control.
 GX2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2258.See file dsdata.txt to determine how the superseded data were derived.
 GX2258
 GX2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB233892(NAD 83)
 GX2258_MARKER: DD = SURVEY DISK
 GX2258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2258_SP_SET: BRIDGE
 GX2258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2258
 GX2258  HISTORY     - Date     Condition        Report By
 GX2258  HISTORY     - UNK      MONUMENTED
 GX2258
 GX2258                          STATION DESCRIPTION
 GX2258
 GX2258'DESCRIBED UNK
 GX2258'AT LOGAN.
 GX2258'AT LOGAN, ON TEH GUYANDOT RIVER, AT APPALACHIAN POWER COMPANY
 GX2258'STEAM PLANT, 26 FEET SOUTH OF NORTHEAST CORNER OF DOWNSTREAM
 GX2258'CIRCULATION PUMP HOUSE, AND MOUNTED ON TO CONCRETE RETAINING WALL.
 GX2258'NOTE-- LEVEILING BY C AND GS WAS EXTENDED TO THE 24-FOOT MARKING
 GX2258'ON STAFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2109 ***********************************************************************
 HX2109  DESIGNATION -  GAGING STATION
 HX2109  PID         -  HX2109
 HX2109  STATE/COUNTY-  WV/LINCOLN
 HX2109  USGS QUAD   -  JULIAN (1976)
 HX2109
 HX2109                         *CURRENT SURVEY CONTROL
 HX2109  ___________________________________________________________________
 HX2109* NAD 83(1986)-  38 12 54.     (N)    081 50 00.     (W)     SCALED    
 HX2109* NAVD 88     -       197.246  (meters)     647.13   (feet)  ADJUSTED  
 HX2109  ___________________________________________________________________
 HX2109  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HX2109  DYNAMIC HT  -         197.106 (meters)     646.67  (feet)  COMP
 HX2109  MODELED GRAV-     979,916.7   (mgal)                       NAVD 88
 HX2109
 HX2109  VERT ORDER  -  SECOND    CLASS 0
 HX2109
 HX2109.The horizontal coordinates were scaled from a topographic map and have
 HX2109.an estimated accuracy of +/- 6 seconds.
 HX2109
 HX2109.The orthometric height was determined by differential leveling
 HX2109.and adjusted by the National Geodetic Survey in June 1991..
 HX2109
 HX2109.The geoid height was determined by GEOID03.
 HX2109
 HX2109.The dynamic height is computed by dividing the NAVD 88
 HX2109.geopotential number by the normal gravity value computed on the
 HX2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2109.degrees latitude (g = 980.6199 gals.).
 HX2109
 HX2109.The modeled gravity was interpolated from observed gravity values.
 HX2109
 HX2109;                    North         East    Units  Estimated Accuracy
 HX2109;SPC WV S     -   135,180.      527,030.      MT  (+/- 180 meters Scaled)
 HX2109
 HX2109                          SUPERSEDED SURVEY CONTROL
 HX2109
 HX2109  NGVD 29 (??/??/92)  197.456  (m)          647.82   (f) ADJ UNCH    2 0
 HX2109
 HX2109.Superseded values are not recommended for survey control.
 HX2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2109.See file dsdata.txt to determine how the superseded data were derived.
 HX2109
 HX2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC270299(NAD 83)
 HX2109_MARKER: DD = SURVEY DISK
 HX2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2109_STAMPING: GAGING STATION
 HX2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2109+STABILITY: SURFACE MOTION
 HX2109
 HX2109  HISTORY     - Date     Condition        Report By
 HX2109  HISTORY     - UNK      MONUMENTED       USGS
 HX2109  HISTORY     - 1935     GOOD             NGS
 HX2109
 HX2109                          STATION DESCRIPTION
 HX2109
 HX2109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2109'AT MC CORKLE.
 HX2109'AT MC CORKLE, LINCOLN COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 HX2109'37 YARDS EAST OF THE SOUTHWEST CORNER OF THE POST OFFICE, 23
 HX2109'YARDS EAST OF THE NORTHEAST CORNER OF THE STATION, 14 YARDS
 HX2109'NORTH OF THE SOUTHEAST CORNER OF THE STATION, AND LEVEL WITH
 HX2109'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HX2109'STAMPED GAGING STATION AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2211 ***********************************************************************
 GX2211  DESIGNATION -  GAGING STATION
 GX2211  PID         -  GX2211
 GX2211  STATE/COUNTY-  WV/LOGAN
 GX2211  USGS QUAD   -  MAN (1976)
 GX2211
 GX2211                         *CURRENT SURVEY CONTROL
 GX2211  ___________________________________________________________________
 GX2211* NAD 83(1986)-  37 44 25.     (N)    081 52 35.     (W)     SCALED    
 GX2211* NAVD 88     -       223.147  (meters)     732.11   (feet)  ADJUSTED  
 GX2211  ___________________________________________________________________
 GX2211  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GX2211  DYNAMIC HT  -         222.980 (meters)     731.56  (feet)  COMP
 GX2211  MODELED GRAV-     979,876.0   (mgal)                       NAVD 88
 GX2211
 GX2211  VERT ORDER  -  SECOND    CLASS 0
 GX2211
 GX2211.The horizontal coordinates were scaled from a topographic map and have
 GX2211.an estimated accuracy of +/- 6 seconds.
 GX2211
 GX2211.The orthometric height was determined by differential leveling
 GX2211.and adjusted by the National Geodetic Survey in June 1991..
 GX2211
 GX2211.The geoid height was determined by GEOID03.
 GX2211
 GX2211.The dynamic height is computed by dividing the NAVD 88
 GX2211.geopotential number by the normal gravity value computed on the
 GX2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2211.degrees latitude (g = 980.6199 gals.).
 GX2211
 GX2211.The modeled gravity was interpolated from observed gravity values.
 GX2211
 GX2211;                    North         East    Units  Estimated Accuracy
 GX2211;SPC WV S     -    82,530.      522,760.      MT  (+/- 180 meters Scaled)
 GX2211
 GX2211                          SUPERSEDED SURVEY CONTROL
 GX2211
 GX2211  NGVD 29 (??/??/92)  223.361  (m)          732.81   (f) ADJ UNCH    2 0
 GX2211
 GX2211.Superseded values are not recommended for survey control.
 GX2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2211.See file dsdata.txt to determine how the superseded data were derived.
 GX2211
 GX2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB227773(NAD 83)
 GX2211_MARKER: DD = SURVEY DISK
 GX2211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2211_SP_SET: BRIDGE
 GX2211_STAMPING: GAGING STATION
 GX2211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2211
 GX2211  HISTORY     - Date     Condition        Report By
 GX2211  HISTORY     - UNK      MONUMENTED       USGS
 GX2211  HISTORY     - 1957     GOOD             NGS
 GX2211
 GX2211                          STATION DESCRIPTION
 GX2211
 GX2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2211'AT MAN.
 GX2211'AT MAN, AT THE CROSSING OF STATE HIGHWAY 10 AND THE CHESAPEAKE
 GX2211'AND OHIO RAILWAY, AT A CURVE WITH TANGENTS EXTENDING EAST AND
 GX2211'SOUTH IN HIGHWAY, AT A BRIDGE OVER GUYANDOT RIVER ON A BLACK TOP
 GX2211'STREET THAT LEADS WEST TO THE PART OF TOWN WHICH IS ON WEST SIDE
 GX2211'OF RIVER, IN THE TOP OF SOUTHWEST CORNER OF A RETAINING WALL
 GX2211'DIRECTLY UNDER PEDESTRIAN WALK ALONG NORTH SIDE OF BRIDGE,
 GX2211'7 FEET EAST OF SOUTHEAST CORNER OF RIVER GATE, 30 FEET WEST OF
 GX2211'NORTHEAST CORNER OF BRIDGE, AND ABOUT 6 FEET BELOW LEVEL OF
 GX2211'BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1599 ***********************************************************************
 HX1599  DESIGNATION -  GAGING STATION
 HX1599  PID         -  HX1599
 HX1599  STATE/COUNTY-  WV/BRAXTON
 HX1599  USGS QUAD   -  ORLANDO (1989)
 HX1599
 HX1599                         *CURRENT SURVEY CONTROL
 HX1599  ___________________________________________________________________
 HX1599* NAD 83(1986)-  38 49 24.     (N)    080 35 39.     (W)     SCALED    
 HX1599* NAVD 88     -       236.669  (meters)     776.47   (feet)  ADJUSTED  
 HX1599  ___________________________________________________________________
 HX1599  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HX1599  DYNAMIC HT  -         236.515 (meters)     775.97  (feet)  COMP
 HX1599  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 HX1599
 HX1599  VERT ORDER  -  SECOND    CLASS 0
 HX1599
 HX1599.The horizontal coordinates were scaled from a topographic map and have
 HX1599.an estimated accuracy of +/- 6 seconds.
 HX1599
 HX1599.The orthometric height was determined by differential leveling
 HX1599.and adjusted by the National Geodetic Survey in June 1991..
 HX1599
 HX1599.The geoid height was determined by GEOID03.
 HX1599
 HX1599.The dynamic height is computed by dividing the NAVD 88
 HX1599.geopotential number by the normal gravity value computed on the
 HX1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1599.degrees latitude (g = 980.6199 gals.).
 HX1599
 HX1599.The modeled gravity was interpolated from observed gravity values.
 HX1599
 HX1599;                    North         East    Units  Estimated Accuracy
 HX1599;SPC WV S     -   202,450.      635,240.      MT  (+/- 180 meters Scaled)
 HX1599
 HX1599                          SUPERSEDED SURVEY CONTROL
 HX1599
 HX1599  NGVD 29 (??/??/92)  236.871  (m)          777.13   (f) ADJ UNCH    2 0
 HX1599
 HX1599.Superseded values are not recommended for survey control.
 HX1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1599.See file dsdata.txt to determine how the superseded data were derived.
 HX1599
 HX1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC352972(NAD 83)
 HX1599_MARKER: DD = SURVEY DISK
 HX1599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1599_SP_SET: ABUTMENT
 HX1599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1599
 HX1599  HISTORY     - Date     Condition        Report By
 HX1599  HISTORY     - UNK      MONUMENTED       USGS
 HX1599  HISTORY     - 1962     GOOD             NGS
 HX1599
 HX1599                          STATION DESCRIPTION
 HX1599
 HX1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1599'4.6 MI N FROM NAPIER.
 HX1599'ABOUT 1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1599'OFFICE AT NAPIER, THENCE ABOUT 2.35 MILES NORTHWEST ALONG A
 HX1599'BLACK TOP ROAD, THENCE ABOUT 1.0 MILE NORTHWEST ALONG STATE
 HX1599'HIGHWAY 5, SET ON TOP OF THE SOUTH END OF THE SOUTHWEST ABUTMENT
 HX1599'OF A BRIDGE OVER THE LITTLE KANAWHA RIVER, 18 FEET WEST OF THE
 HX1599'CENTER LINE OF STATE HIGHWAY 5, AND ABOUT 5 FEET ABOVE THE
 HX1599'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1205 ***********************************************************************
 HX1205  DESIGNATION -  GAGING STATION USGS
 HX1205  PID         -  HX1205
 HX1205  STATE/COUNTY-  WV/NICHOLAS
 HX1205  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1205
 HX1205                         *CURRENT SURVEY CONTROL
 HX1205  ___________________________________________________________________
 HX1205* NAD 83(1986)-  38 17 43.     (N)    080 31 35.     (W)     SCALED    
 HX1205* NAVD 88     -       650.311  (meters)    2133.56   (feet)  ADJUSTED  
 HX1205  ___________________________________________________________________
 HX1205  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX1205  DYNAMIC HT  -         649.791 (meters)    2131.86  (feet)  COMP
 HX1205  MODELED GRAV-     979,809.3   (mgal)                       NAVD 88
 HX1205
 HX1205  VERT ORDER  -  SECOND    CLASS 0
 HX1205
 HX1205.The horizontal coordinates were scaled from a topographic map and have
 HX1205.an estimated accuracy of +/- 6 seconds.
 HX1205
 HX1205.The orthometric height was determined by differential leveling
 HX1205.and adjusted by the National Geodetic Survey in June 1991..
 HX1205
 HX1205.The geoid height was determined by GEOID03.
 HX1205
 HX1205.The dynamic height is computed by dividing the NAVD 88
 HX1205.geopotential number by the normal gravity value computed on the
 HX1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1205.degrees latitude (g = 980.6199 gals.).
 HX1205
 HX1205.The modeled gravity was interpolated from observed gravity values.
 HX1205
 HX1205;                    North         East    Units  Estimated Accuracy
 HX1205;SPC WV S     -   143,870.      641,430.      MT  (+/- 180 meters Scaled)
 HX1205
 HX1205                          SUPERSEDED SURVEY CONTROL
 HX1205
 HX1205  NGVD 29 (??/??/92)  650.44   (m)         2134.0    (f) COMPUTED    2 0
 HX1205
 HX1205.Superseded values are not recommended for survey control.
 HX1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1205.See file dsdata.txt to determine how the superseded data were derived.
 HX1205
 HX1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC414386(NAD 83)
 HX1205_MARKER: DD = SURVEY DISK
 HX1205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1205_SP_SET: ABUTMENT
 HX1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1205
 HX1205  HISTORY     - Date     Condition        Report By
 HX1205  HISTORY     - UNK      MONUMENTED       USGS
 HX1205  HISTORY     - 1962     GOOD             NGS
 HX1205
 HX1205                          STATION DESCRIPTION
 HX1205
 HX1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1205'6.7 MI N FROM RICHWOOD.
 HX1205'ABOUT 0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1205'OFFICE AT RICHWOOD, THENCE ABOUT 2.4 MILES NORTH ALONG COUNTY
 HX1205'ROAD 76, THENCE 3.4 MILES NORTH ALONG FOREST SERVICE ROAD 76,
 HX1205'SET ON TOP OF THE WEST END OF THE CONCRETE FOOTING TO THE SOUTH
 HX1205'CONCRETE ABUTMENT TO A 90 FOOT STEEL BRIDGE OVER THE CRANBERRY
 HX1205'RIVER, ABOUT 12 FEET WEST OF THE CENTER LINE OF THE BRIDGE, 2
 HX1205'FEET WEST OF THE WEST EDGE OF THE STEEL FRAME WORK OF THE BRIDGE,
 HX1205'1 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF THE FOOTING, AND
 HX1205'ABOUT 15 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2225 ***********************************************************************
 HY2225  DESIGNATION -  GALLIA
 HY2225  PID         -  HY2225
 HY2225  STATE/COUNTY-  WV/MASON
 HY2225  USGS QUAD   -  APPLE GROVE (1987)
 HY2225
 HY2225                         *CURRENT SURVEY CONTROL
 HY2225  ___________________________________________________________________
 HY2225* NAD 83(1995)-  38 41 05.23898(N)    082 11 10.52957(W)     ADJUSTED  
 HY2225* NAVD 88     -       174.1    (meters)     571.     (feet)  VERTCON   
 HY2225  ___________________________________________________________________
 HY2225  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HY2225  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HY2225
 HY2225  HORZ ORDER  -  SECOND
 HY2225
 HY2225.The horizontal coordinates were established by classical geodetic methods
 HY2225.and adjusted by the National Geodetic Survey in April 1998..
 HY2225
 HY2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2225
 HY2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2225
 HY2225.The geoid height was determined by GEOID03.
 HY2225
 HY2225;                    North         East     Units Scale Factor Converg.
 HY2225;SPC WV S     -   187,657.211   496,790.895   MT  0.99996373   -0 44 00.0
 HY2225;SPC OH S     -    76,069.023   627,298.713   MT  1.00000990   +0 11 56.7
 HY2225;UTM  17      - 4,282,465.826   396,823.990   MT  0.99973109   -0 44 29.5
 HY2225
 HY2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2225!SPC WV S     -   0.99997794  x   0.99996373  =   0.99994167
 HY2225!SPC OH S     -   0.99997794  x   1.00000990  =   0.99998784
 HY2225!UTM  17      -   0.99997794  x   0.99973109  =   0.99970904
 HY2225
 HY2225|---------------------------------------------------------------------|
 HY2225| PID    Reference Object                     Distance      Geod. Az  |
 HY2225|                                                           dddmmss.s |
 HY2225| DB9410 GALLIA RM 1                           8.701 METERS 05204     |
 HY2225| DB9411 GALLIA RM 2                           8.628 METERS 13332     |
 HY2225| HY2223 APPLE GROVE GOODYEAR TK             APPROX. 2.4 KM 1505155.1 |
 HY2225|---------------------------------------------------------------------|
 HY2225
 HY2225                          SUPERSEDED SURVEY CONTROL
 HY2225
 HY2225  NAD 83(1995)-  38 41 05.24342(N)    082 11 10.53510(W) AD(       ) 2
 HY2225  NAD 83(1986)-  38 41 05.24769(N)    082 11 10.53550(W) AD(       ) 2
 HY2225  NAD 27      -  38 41 04.94986(N)    082 11 11.00977(W) AD(       ) 2
 HY2225  NGVD 29 (07/19/86)  174.3    (m)          572.     (f) VERT ANG       
 HY2225
 HY2225.Superseded values are not recommended for survey control.
 HY2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2225.See file dsdata.txt to determine how the superseded data were derived.
 HY2225
 HY2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9682482466(NAD 83)
 HY2225_MARKER: DD = SURVEY DISK
 HY2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2225_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2225
 HY2225  HISTORY     - Date     Condition        Report By
 HY2225  HISTORY     - 1976     MONUMENTED       NGS
 HY2225
 HY2225                          STATION DESCRIPTION
 HY2225
 HY2225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2225'STATION IS ABOUT 9 MILES SOUTH OF GALLIPOLIS, OHIO, 5 MILES
 HY2225'SOUTH OF GALLIPOLIS FERRY, WEST VIRGINIA, 1-1/2 MILES NORTHWEST
 HY2225'OF APPLE GROVE, WEST VIRGINIA AND ON PROPERTY OF THE U. S. ARMY
 HY2225'CORPS OF ENGINEERS NEAR THE GALLIPOLIS LOCKS.
 HY2225'
 HY2225'TO REACH THE STATION FROM THE POST OFFICE IN GALLIPOLIS FERRY,
 HY2225'WEST VIRGINIA, GO SOUTHERLY ON STATE HIGHWAY 2 FOR 5.75 MILES
 HY2225'TO A SIDE ROAD RIGHT AT A SIGN (GALLIPOLIS LOCKS).  TURN RIGHT
 HY2225'ON A PAVED ROAD AND GO WEST AND SOUTH FOR 1.0 MILE TO THE
 HY2225'STATION ON THE LEFT.
 HY2225'
 HY2225'STATION MARKS ARE STANDARD DISKS STAMPED---GALLIA 1975---.  THE
 HY2225'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HY2225'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 42.6 FEET EAST OF
 HY2225'THE CENTER OF A PAVED ROAD AND 23 FEET SOUTH OF A 30-INCH TREE.
 HY2225'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HY2225'36 INCHES BELOW THE SURFACE OF THE GROUND.
 HY2225'
 HY2225'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---GALLIA NO 1 1975---,
 HY2225'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HY2225'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 64.3 FEET EAST OF
 HY2225'THE ROAD AND 19.8 FEET EAST-SOUTHEAST OF THE TREE.  SAME
 HY2225'ELEVATION AS STATION.
 HY2225'
 HY2225'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---GALLIA NO 2 1975---,
 HY2225'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HY2225'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 67 FEET EAST OF
 HY2225'THE ROAD AND 45.5 FEET SOUTHEAST OF THE TREE.  SAME ELEVATION
 HY2225'AS STATION.
 HY2225'
 HY2225'HEIGHT OF LIGHT ABOVE MARK IS 1.4 METERS.
 HY2225'TRIANGULATION STATION LOCK WILL SERVE AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2930 ***********************************************************************
 HX2930  DESIGNATION -  GAME
 HX2930  PID         -  HX2930
 HX2930  STATE/COUNTY-  WV/BRAXTON
 HX2930  USGS QUAD   -  ERBACON (1976)
 HX2930
 HX2930                         *CURRENT SURVEY CONTROL
 HX2930  ___________________________________________________________________
 HX2930* NAD 83(1995)-  38 37 24.09624(N)    080 36 31.06560(W)     ADJUSTED  
 HX2930* NAVD 88     -       530.8    (meters)    1741.     (feet)  VERTCON   
 HX2930  ___________________________________________________________________
 HX2930  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 HX2930  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HX2930
 HX2930  HORZ ORDER  -  THIRD
 HX2930
 HX2930.The horizontal coordinates were established by classical geodetic methods
 HX2930.and adjusted by the National Geodetic Survey in April 1998..
 HX2930
 HX2930.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2930
 HX2930.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2930
 HX2930.The geoid height was determined by GEOID03.
 HX2930
 HX2930;                    North         East     Units Scale Factor Converg.
 HX2930;SPC WV S     -   180,249.825   634,080.401   MT  0.99995495   +0 14 31.0
 HX2930;UTM  17      - 4,275,054.426   534,068.464   MT  0.99961429   +0 14 39.5
 HX2930
 HX2930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2930!SPC WV S     -   0.99992171  x   0.99995495  =   0.99987667
 HX2930!UTM  17      -   0.99992171  x   0.99961429  =   0.99953603
 HX2930
 HX2930:                Primary Azimuth Mark                     Grid Az
 HX2930:SPC WV S     -  GAME AZ MK                               109 41 27.5
 HX2930:UTM  17      -  GAME AZ MK                               109 41 19.0
 HX2930
 HX2930|---------------------------------------------------------------------|
 HX2930| PID    Reference Object                     Distance      Geod. Az  |
 HX2930|                                                           dddmmss.s |
 HX2930| DC3438 GAME AZ MK                                         1095558.5 |
 HX2930| DC3439 GAME RM 1                             3.976 METERS 15306     |
 HX2930| DC3440 GAME RM 2                             4.546 METERS 29256     |
 HX2930|---------------------------------------------------------------------|
 HX2930
 HX2930                          SUPERSEDED SURVEY CONTROL
 HX2930
 HX2930  NAD 83(1986)-  38 37 24.10256(N)    080 36 31.07643(W) AD(       ) 3
 HX2930  NAD 27      -  38 37 23.72920(N)    080 36 31.75240(W) AD(       ) 3
 HX2930  NGVD 29 (07/19/86)  531.0    (m)         1742.     (f) VERT ANG       
 HX2930
 HX2930.Superseded values are not recommended for survey control.
 HX2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2930.See file dsdata.txt to determine how the superseded data were derived.
 HX2930
 HX2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC3406875054(NAD 83)
 HX2930_MARKER: DS = TRIANGULATION STATION DISK
 HX2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2930
 HX2930  HISTORY     - Date     Condition        Report By
 HX2930  HISTORY     - 1961     MONUMENTED       CGS
 HX2930
 HX2930                          STATION DESCRIPTION
 HX2930
 HX2930'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2930'STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF SUTTON AND ABOUT 2 MILES
 HX2930'WEST OF CENTRALIA.
 HX2930'IT IS UNDER THE POPLAR RIDGE FIRE TOWER AND IS 48-1/2
 HX2930'FEET SOUTHEAST OF A CABIN, 22 FEET
 HX2930'NORTHWEST OF A 4 INCH PINE TREE, 27
 HX2930'FEET WEST OF THE APPROXIMATE CENTER OF A DIRT ROAD
 HX2930'AND 5.6 FEET SOUTHWEST
 HX2930'OF A STEEL WITNESS POST WITH METAL SIGN.  STATION IS MARKED BY A
 HX2930'STANDARD DISK SET
 HX2930'IN THE TOP OF A 12 X 12 INCH CONCRETE MONUMENT THAT PROJECTS
 HX2930'3 INCHES AND THE DISK IS STAMPED
 HX2930'GAME 1961.
 HX2930'
 HX2930'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN SUTTON GO SOUTH ON
 HX2930'US HIGHWAY 19 FOR
 HX2930'4.0 MILES TO A BLACKTOP ROAD LEFT AT SIGNS SUTTON
 HX2930'RESERVOIR, WOLF CREEK.  TURN LEFT ON
 HX2930'BLACKTOP AND GO EASTERLY FOR 2.7
 HX2930'MILES TO THE END OF BLACKTOP AND THE BEGINNING OF A
 HX2930'ROCK BASE ROAD.
 HX2930'CONTINUE ON ROCK ROAD FOR 1.7 MILES TO A FORK.  TAKE LEFT FORK FOR
 HX2930'2.75 MILES TO A SIDE
 HX2930'ROAD RIGHT AND SCHOOL AND STORE ON RIGHT.  CONTINUE TO
 HX2930'LEFT OF STORE AND GO NORTHWEST FOR
 HX2930'0.35 MILE TO A DRIVEWAY ON THE RIGHT.
 HX2930'(TURN RIGHT ON TRACK ROAD, PASSING TO LEFT OF HOUSE
 HX2930'FOR 0.15 MILE TO A
 HX2930'WOOD GATE.  PASS THROUGH GATE AND GO 0.1 MILE TO A LARGE LOCUST TREE
 HX2930'ON LEFT.  TURN SHARP
 HX2930'LEFT AND GO NORTHWEST UP HILL FOR 0.05 MILE TO CREST
 HX2930'AND AZIMUTH MARK AS DESCRIBED.)
 HX2930'FROM DRIVEWAY CONTINUE NORTHWEST ON DIRT
 HX2930'ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT LEADING TO
 HX2930'THE POPLAR RIDGE FIRE
 HX2930'TOWER.  TURN RIGHT AND GO 0.05 MILE TO TOWER AND STATION AS
 HX2930'DESCRIBED.
 HX2930'
 HX2930'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILLHOLE IN
 HX2930'THE EAST CORNER OF
 HX2930'THE SOUTHEAST CONCRETE FOOTING OF THE FIRE TOWER AND
 HX2930'STAMPED GAME NO 1 1961, IS 10 FEET
 HX2930'NORTH OF A 10 INCH PINE TREE AND 32
 HX2930'FEET WEST OF THE APPROXIMATE CENTER OF A DIRT ROAD.
 HX2930'
 HX2930'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILLHOLE IN
 HX2930'THE NORTHWEST
 HX2930'CONCRETE FOOTING OF THE FIRE TOWER AND STAMPED GAME NO 2
 HX2930'1961, IS 44 FEET WEST OF THE
 HX2930'APPROXIMATE CENTER OF A DIRT ROAD, 4-1/2 FEET
 HX2930'SOUTHEAST OF A 6 INCH PINE TREE AND 38-1/2 FEET
 HX2930'SOUTHWEST OF A CABIN.
 HX2930'
 HX2930'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A 12 X 12 INCH
 HX2930'CONCRETE MONUMENT
 HX2930'THAT IS FLUSH WITH THE GROUND AND STAMPED GAME 1961,
 HX2930'IS 3.5 FEET SOUTH OF A STEEL WITNESS
 HX2930'POST WITH METAL SIGN AND 48 FEET
 HX2930'EAST OF A 24 INCH POPLAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3437 ***********************************************************************
 HW3437  DESIGNATION -  GAP
 HW3437  PID         -  HW3437
 HW3437  STATE/COUNTY-  WV/GRANT
 HW3437  USGS QUAD   -  PETERSBURG WEST (1995)
 HW3437
 HW3437                         *CURRENT SURVEY CONTROL
 HW3437  ___________________________________________________________________
 HW3437* NAD 83(1995)-  38 59 57.57417(N)    079 14 55.05574(W)     ADJUSTED  
 HW3437* NAVD 88     -       906.8    (meters)    2975.     (feet)  VERTCON   
 HW3437  ___________________________________________________________________
 HW3437  LAPLACE CORR-          -8.03  (seconds)                    DEFLEC99
 HW3437  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HW3437
 HW3437  HORZ ORDER  -  THIRD
 HW3437
 HW3437.The horizontal coordinates were established by classical geodetic methods
 HW3437.and adjusted by the National Geodetic Survey in April 1998..
 HW3437
 HW3437.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3437
 HW3437.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3437
 HW3437.The geoid height was determined by GEOID03.
 HW3437
 HW3437;                    North         East     Units Scale Factor Converg.
 HW3437;SPC WV N     -    55,464.335   621,775.755   MT  1.00000013   +0 09 37.1
 HW3437;SPC WV S     -   223,347.496   751,711.652   MT  1.00002678   +1 04 57.7
 HW3437;UTM  17      - 4,318,160.756   651,660.899   MT  0.99988323   +1 06 08.5
 HW3437
 HW3437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3437!SPC WV N     -   0.99986267  x   1.00000013  =   0.99986280
 HW3437!SPC WV S     -   0.99986267  x   1.00002678  =   0.99988945
 HW3437!UTM  17      -   0.99986267  x   0.99988323  =   0.99974592
 HW3437
 HW3437|---------------------------------------------------------------------|
 HW3437| PID    Reference Object                     Distance      Geod. Az  |
 HW3437|                                                           dddmmss.s |
 HW3437| DC3442 GAP RM 1                              5.220 METERS 08457     |
 HW3437| DC3441 GAP AZ MK                                          2033332.4 |
 HW3437| JW1524 BELL KNOB LOOKOUT TOWER             APPROX. 6.5 KM 2704454.8 |
 HW3437| DC3443 GAP RM 2                             11.418 METERS 35902     |
 HW3437|---------------------------------------------------------------------|
 HW3437
 HW3437                          SUPERSEDED SURVEY CONTROL
 HW3437
 HW3437  NAD 83(1995)-  38 59 57.58188(N)    079 14 55.06329(W) AD(       ) 3
 HW3437  NAD 83(1986)-  38 59 57.58283(N)    079 14 55.06468(W) AD(       ) 3
 HW3437  NAD 27      -  38 59 57.18340(N)    079 14 55.91860(W) AD(       ) 3
 HW3437  NGVD 29 (07/19/86)  906.9    (m)         2975.     (f) VERT ANG       
 HW3437
 HW3437.Superseded values are not recommended for survey control.
 HW3437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3437.See file dsdata.txt to determine how the superseded data were derived.
 HW3437
 HW3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD5166118161(NAD 83)
 HW3437_MARKER: DS = TRIANGULATION STATION DISK
 HW3437_SETTING: 66 = SET IN ROCK OUTCROP
 HW3437
 HW3437  HISTORY     - Date     Condition        Report By
 HW3437  HISTORY     - 1956     MONUMENTED       CGS
 HW3437
 HW3437                          STATION DESCRIPTION
 HW3437
 HW3437'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3437'THE STATION IS LOCATED NEAR THE SOUTHWEST EDGE OF A ROCKY LEDGE ABOUT
 HW3437'1/10 MILE SOUTH OF AND ABOUT
 HW3437'150 FEET LOWER THAN THE SOUTHERN END OF THE SUMMIT OF NEW CREEK
 HW3437'MOUNTAIN, ABOUT 7 MILES AIRLINE WEST
 HW3437'OF PETERSBURG, 15 MILES AIRLINE SOUTHEAST OF DAVIS,
 HW3437'AND 13 MILES AIRLINE NORTH-NORTHEAST OF MOUTH OF SENECA.
 HW3437'
 HW3437'TO REACH THE STATION FROM THE POST OFFICE IN PETERSBURG GO WEST 0.05
 HW3437'MILE TO AN INTERSECTION.
 HW3437'TURN RIGHT ONTO STATE HIGHWAYS 4 AND 28 AND GO NORTH AND WEST 5.6
 HW3437'MILES TO A SIDE ROAD ON THE RIGHT.
 HW3437'(CONTINUE STRAIGHT AHEAD ON STATE HIGHWAYS 4 AND 28 AND
 HW3437'GO 2.6 MILES TO A TRIANGULAR BLAZED TELEPHONE
 HW3437'POLE AND THE AZIMUTH MARK ON THE LEFT.)
 HW3437'TURN RIGHT AND GO NORTH 1.6 MILES TO A SMALL BRIDGE.  CROSS OVER
 HW3437'THE BRIDGE AND GO NORTH 0.25
 HW3437'MILE TO TWO GATES ON THE LEFT.  TURN LEFT THROUGH THE RIGHT GATE AND
 HW3437'GO WEST AND SOUTH UP HILL 0.25 MILE
 HW3437'TO A GATE.  PASS THROUGH THE GATE AND GO SOUTH 0.45 MILE TO
 HW3437'A FORK.  USING A JEEP, TAKE THE RIGHT FORK AND
 HW3437'GO WEST AND SOUTHWEST ON A NARROW,
 HW3437'WASHED-OUT ROAD 2.1 MILES TO A 2-FOOT OAK TREE WITH A TRIANGULAR
 HW3437'BLAZE ON THE RIGHT.  CONTINUE
 HW3437'SOUTHWEST 0.2 MILE TO THE END OF THE ROAD.  PACK SOUTHWEST ALONG A
 HW3437'BLAZED TRAIL ABOUT 1/2 MILE TO
 HW3437'THE SOUTHERN END OF THE SUMMIT OF THE MOUNTAIN.  BEAR LEFT AND
 HW3437'FOLLOW THE BLAZED TRAIL SOUTH DOWN HILL
 HW3437'ABOUT 1/10 MILE TO A ROCKY LEDGE AND THE STATION.
 HW3437'
 HW3437'THE STATION MARK IS A STANDARD DISK STAMPED GAP 1956 CEMENTED IN A
 HW3437'DRILL HOLE IN OUTCROPPING
 HW3437'BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT 8 FEET NORTH OF
 HW3437'THE EDGE OF A CLIFF.
 HW3437'
 HW3437'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GAP NO 1 1956
 HW3437'CEMENTED IN A DRILL HOLE IN
 HW3437'A BOULDER THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS THE SAME
 HW3437'ELEVATION AS THE STATION.
 HW3437'
 HW3437'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GAP NO 2 1956
 HW3437'CEMENTED IN A DRILL HOLE IN
 HW3437'A BOULDER THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 2 FEET
 HW3437'HIGHER THAN THE STATION AND 7 FEET
 HW3437'EAST OF THE EDGE OF THE CLIFF.
 HW3437'
 HW3437'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GAP 1956 CEMENTED IN A
 HW3437'DRILL HOLE IN A LARGE
 HW3437'BOULDER THAT PROJECTS 5 FEET ABOVE THE GROUND.  IT IS 16 FEET
 HW3437'SOUTHEAST OF A TRIANGULAR BLAZED
 HW3437'TELEPHONE POLE, 41 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 HW3437'4 FEET LOWER THAN THE SURFACE OF THE
 HW3437'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3360 ***********************************************************************
 GX3360  DESIGNATION -  GARDEN
 GX3360  PID         -  GX3360
 GX3360  STATE/COUNTY-  WV/RALEIGH
 GX3360  USGS QUAD   -  PRINCE (1989)
 GX3360
 GX3360                         *CURRENT SURVEY CONTROL
 GX3360  ___________________________________________________________________
 GX3360* NAD 83(1995)-  37 52 11.33100(N)    081 06 28.91426(W)     ADJUSTED  
 GX3360* NAVD 88     -       770.     (meters)    2526.     (feet)  SCALED    
 GX3360  ___________________________________________________________________
 GX3360  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GX3360  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX3360
 GX3360  HORZ ORDER  -  THIRD
 GX3360
 GX3360.The horizontal coordinates were established by classical geodetic methods
 GX3360.and adjusted by the National Geodetic Survey in April 1998..
 GX3360
 GX3360.The orthometric height was scaled from a topographic map.
 GX3360
 GX3360.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3360
 GX3360.The geoid height was determined by GEOID03.
 GX3360
 GX3360;                    North         East     Units Scale Factor Converg.
 GX3360;SPC WV S     -    96,544.513   590,495.123   MT  0.99994067   -0 04 00.4
 GX3360;UTM  17      - 4,191,376.290   490,498.358   MT  0.99960111   -0 03 58.7
 GX3360
 GX3360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3360!SPC WV S     -   0.99988411  x   0.99994067  =   0.99982479
 GX3360!UTM  17      -   0.99988411  x   0.99960111  =   0.99948527
 GX3360
 GX3360:                Primary Azimuth Mark                     Grid Az
 GX3360:SPC WV S     -  MEADOR                                   062 06 09.4
 GX3360:UTM  17      -  MEADOR                                   062 06 07.7
 GX3360
 GX3360|---------------------------------------------------------------------|
 GX3360| PID    Reference Object                     Distance      Geod. Az  |
 GX3360|                                                           dddmmss.s |
 GX3360| GX3359 MEADOR                              APPROX.13.7 KM 0620209.0 |
 GX3360| DC3451 GARDEN RM 1                           6.768 METERS 14730     |
 GX3360| DC3452 GARDEN RM 2                           7.183 METERS 25619     |
 GX3360|---------------------------------------------------------------------|
 GX3360
 GX3360                          SUPERSEDED SURVEY CONTROL
 GX3360
 GX3360  NAD 83(1986)-  37 52 11.33817(N)    081 06 28.92249(W) AD(       ) 3
 GX3360  NAD 27      -  37 52 10.93000(N)    081 06 29.56500(W) AD(       ) 3
 GX3360
 GX3360.Superseded values are not recommended for survey control.
 GX3360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3360.See file dsdata.txt to determine how the superseded data were derived.
 GX3360
 GX3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB9049891376(NAD 83)
 GX3360_MARKER: DS = TRIANGULATION STATION DISK
 GX3360_SETTING: 0 = UNSPECIFIED SETTING
 GX3360
 GX3360  HISTORY     - Date     Condition        Report By
 GX3360  HISTORY     - 1952     MONUMENTED       CGS
 GX3360
 GX3360                          STATION DESCRIPTION
 GX3360
 GX3360'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3360'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF BECKLEY AND 4 MILES
 GX3360'EAST OF MT. HOPE ON THE HIGHEST POINT OF A PROMINENT HEAVILY BRUSH
 GX3360'COVERED RIDGE IN THE GARDEN GROUND MOUNTAINS AND ON LAND LEASED BY
 GX3360'THE CHARLESTON COAL COMPANY. IT IS 27 FEET NORTH OF A TRIANGULAR
 GX3360'BLAZED 1 FOOT HICKORY TREE AND 8 FEET SOUTH OF A TRIANGULAR BLAZED 8
 GX3360'INCH HICKORY TREE. THE DISK IS SET IN A CONCRETE FILLED 4 INCH IRON
 GX3360'PIPE PROJECTING 2 INCHES AND STAMPED GARDEN 1952.
 GX3360'
 GX3360'REFERENCE MARK NO. 1 IS 7 FEET WEST OF A TRIANGULAR BLAZED 1 FOOT
 GX3360'HICKORY TREE. THE DISK IS SET IN A CONCRETE FILLED 4 INCH IRON
 GX3360'PIPE PROJECTING 4 INCHES AND STAMPED GARDEN NO. 1 1952.
 GX3360'
 GX3360'REFERENCE MARK NO. 2 IS 8-1/2 FEET SOUTHWEST OF A TRIANGULAR BLAZED
 GX3360'10 INCH HICKORY TREE ON THE WEST SLOPE OF THE RIDGE. THE DISK
 GX3360'IS SET IN A CONCRETE FILLED 4 INCH IRON PIPE PROJECTING 4 INCHES AND
 GX3360'STAMPED GARDEN NO. 2 1952.
 GX3360'
 GX3360'THERE IS NO AVAILABLE SITE FOR AN AZIMUTH MARK AT THIS STATION.
 GX3360'
 GX3360'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 AND STATE
 GX3360'HIGHWAY 61 IN MT. HOPE, GO EAST ON STATE HIGHWAY 61 FOR 2.4 MILES
 GX3360'TO ROAD FORK JUST AFTER CROSSING RAILROAD, TAKE LEFT FORK FOR 1.2
 GX3360'MILES TO DIRT ROAD RIGHT UP HILL, TURN RIGHT AND FOLLOW DIRT ROAD
 GX3360'FOR 1.1 MILES TO TOP OF STRIPPING, CONTINUE AROUND NORTH SIDE OF
 GX3360'RIDGE FOR 0.5 MILE TO TRACK ROAD RIGHT UP HILL, BEAR RIGHT UP HILL
 GX3360'AND FOLLOW DIM ROAD AROUND RIDGE FOR ABOUT 0.5 MILE TO HIGHEST POINT
 GX3360'ON THE SOUTHWEST END OF RIDGE AND STATION ABOUT 100 FEET NORTH OF
 GX3360'ROAD AS DESCRIBED.
 GX3360'
 GX3360'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2978 ***********************************************************************
 HX2978  DESIGNATION -  GARNER
 HX2978  PID         -  HX2978
 HX2978  STATE/COUNTY-  WV/ROANE
 HX2978  USGS QUAD   -  CLIO (1976)
 HX2978
 HX2978                         *CURRENT SURVEY CONTROL
 HX2978  ___________________________________________________________________
 HX2978* NAD 83(1995)-  38 33 42.15743(N)    081 17 01.98485(W)     ADJUSTED  
 HX2978* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 HX2978  ___________________________________________________________________
 HX2978  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 HX2978  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HX2978
 HX2978  HORZ ORDER  -  SECOND
 HX2978
 HX2978.The horizontal coordinates were established by classical geodetic methods
 HX2978.and adjusted by the National Geodetic Survey in April 1998..
 HX2978
 HX2978.The orthometric height was scaled from a topographic map.
 HX2978
 HX2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2978
 HX2978.The geoid height was determined by GEOID03.
 HX2978
 HX2978;                    North         East     Units Scale Factor Converg.
 HX2978;SPC WV S     -   173,372.507   575,258.440   MT  0.99994730   -0 10 31.8
 HX2978;UTM  17      - 4,268,179.140   475,266.972   MT  0.99960753   -0 10 37.1
 HX2978
 HX2978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2978!SPC WV S     -   0.99996818  x   0.99994730  =   0.99991548
 HX2978!UTM  17      -   0.99996818  x   0.99960753  =   0.99957572
 HX2978
 HX2978|---------------------------------------------------------------------|
 HX2978| PID    Reference Object                     Distance      Geod. Az  |
 HX2978|                                                           dddmmss.s |
 HX2978| HX2979 AMMA 1944 AZ MK                     191.457 METERS 03550     |
 HX2978| HX2980 AMMA                                467.800 METERS 1061206.7 |
 HX2978| DC3453 GARNER RM 1                          12.559 METERS 13102     |
 HX2978| DC3454 GARNER RM 2                           8.986 METERS 21730     |
 HX2978|---------------------------------------------------------------------|
 HX2978
 HX2978                          SUPERSEDED SURVEY CONTROL
 HX2978
 HX2978  NAD 83(1986)-  38 33 42.16483(N)    081 17 01.99204(W) AD(       ) 2
 HX2978  NAD 27      -  38 33 41.81700(N)    081 17 02.56500(W) AD(       ) 2
 HX2978
 HX2978.Superseded values are not recommended for survey control.
 HX2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2978.See file dsdata.txt to determine how the superseded data were derived.
 HX2978
 HX2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7526768179(NAD 83)
 HX2978_MARKER: DS = TRIANGULATION STATION DISK
 HX2978_SETTING: 0 = UNSPECIFIED SETTING
 HX2978
 HX2978  HISTORY     - Date     Condition        Report By
 HX2978  HISTORY     - 1944     MONUMENTED       CGS
 HX2978  HISTORY     - 1956     MARK NOT FOUND   USGS
 HX2978
 HX2978                          STATION DESCRIPTION
 HX2978
 HX2978'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2978'STATION IS LOCATED ON
 HX2978'THE W SIDE OF A
 HX2978'HIGHWAY BETWEEN AMMA AND COTTON, ABOUT 1 MILE SW
 HX2978'OF AMMA, AND ABOUT 6 MILES NE OF
 HX2978'COTTON.  IT IS 29 FEET WNW OF
 HX2978'THE CENTER LINE OF THE ROAD AND 6.5 FEET W OF A
 HX2978'WITNESS POST.  THE
 HX2978'DISK IS STAMPED GARNER 1944.
 HX2978'
 HX2978'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX2978'DISKS SET IN CONCRETE.
 HX2978'
 HX2978'REFERENCE MARK 1 IS ON THE E SIDE OF THE ROAD, 14 FEET E OF
 HX2978'THE CENTER LINE OF
 HX2978'THE ROAD.  IT IS STAMPED GARNER NO 1 1944.
 HX2978'
 HX2978'REFERENCE MARK 2 IS 31 FEET NW OF THE CENTER LINE OF THE
 HX2978'ROAD AND IS
 HX2978'STAMPED GARNER NO 2 1944.
 HX2978'
 HX2978'AMMA AZIMUTH MARK IS STAMPED AMMA 1944.
 HX2978'
 HX2978'TO REACH STATION FROM THE AMMA POST OFFICE, GO SW ON SURFACED
 HX2978'ROAD FOR 1.3 MILES
 HX2978'TO AMMA AZIMUTH MARK ON THE RIGHT, CONTINUE
 HX2978'AHEAD FOR 0.1 MILE TO STATION ON THE RIGHT.
 HX2978'
 HX2978'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 HX2978
 HX2978                          STATION RECOVERY (1956)
 HX2978
 HX2978'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HX2978'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1873 ***********************************************************************
 JX1873  DESIGNATION -  GARRISON
 JX1873  PID         -  JX1873
 JX1873  STATE/COUNTY-  WV/WETZEL
 JX1873  USGS QUAD   -  HUNDRED (1976)
 JX1873
 JX1873                         *CURRENT SURVEY CONTROL
 JX1873  ___________________________________________________________________
 JX1873* NAD 83(1995)-  39 43 16.48164(N)    080 25 16.73449(W)     ADJUSTED  
 JX1873* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 JX1873  ___________________________________________________________________
 JX1873  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 JX1873  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JX1873
 JX1873  HORZ ORDER  -  SECOND
 JX1873
 JX1873.The horizontal coordinates were established by classical geodetic methods
 JX1873.and adjusted by the National Geodetic Survey in April 1998..
 JX1873
 JX1873.The orthometric height was scaled from a topographic map.
 JX1873
 JX1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1873
 JX1873.The geoid height was determined by GEOID03.
 JX1873
 JX1873;                    North         East     Units Scale Factor Converg.
 JX1873;SPC WV N     -   135,984.659   521,012.325   MT  0.99994212   -0 35 15.3
 JX1873;SPC PA S     -    46,535.936   370,987.015   MT  1.00003993   -1 43 59.3
 JX1873;SPC PA S     -   152,676.65  1,217,146.57   sFT  1.00003993   -1 43 59.3
 JX1873;UTM  17      - 4,396,978.937   549,596.795   MT  0.99963028   +0 22 11.3
 JX1873
 JX1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1873!SPC WV N     -   0.99993117  x   0.99994212  =   0.99987329
 JX1873!SPC PA S     -   0.99993117  x   1.00003993  =   0.99997110
 JX1873!UTM  17      -   0.99993117  x   0.99963028  =   0.99956147
 JX1873
 JX1873|---------------------------------------------------------------------|
 JX1873| PID    Reference Object                     Distance      Geod. Az  |
 JX1873|                                                           dddmmss.s |
 JX1873| JX1874 BDRY MON GARRISON 1941 RM 2           4.581 METERS 03348     |
 JX1873| CX4557 GARRISON AZ MK                                     3203539.2 |
 JX1873| CX4558 GARRISON RM 1                        24.280 METERS 33155     |
 JX1873|---------------------------------------------------------------------|
 JX1873
 JX1873                          SUPERSEDED SURVEY CONTROL
 JX1873
 JX1873  NAD 83(1986)-  39 43 16.48647(N)    080 25 16.74171(W) AD(       ) 2
 JX1873  NAD 27      -  39 43 16.19010(N)    080 25 17.46600(W) AD(       ) 2
 JX1873
 JX1873.Superseded values are not recommended for survey control.
 JX1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1873.See file dsdata.txt to determine how the superseded data were derived.
 JX1873
 JX1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4959796979(NAD 83)
 JX1873_MARKER: DS = TRIANGULATION STATION DISK
 JX1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1873
 JX1873  HISTORY     - Date     Condition        Report By
 JX1873  HISTORY     - 1941     MONUMENTED       CGS
 JX1873
 JX1873                          STATION DESCRIPTION
 JX1873
 JX1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1873'THE STATION IS
 JX1873'LOCATED ABOUT 3/4
 JX1873'MILE S OF GARRISON ON A PARTIALLY TIMBERED RIDGE.
 JX1873'IT IS ABOUT 12 FEET S OF THE WEST
 JX1873'VIRGINIA-PENNSYLVANIA STATE LINE
 JX1873'ABOUT 45 FEET E OF A FARM ROAD AND A GATE THROUGH
 JX1873'THE FENCE ALONG
 JX1873'THE STATE LINE.  IT IS ABOUT 80 FEET S OF THE HIGHEST POINT OF THE
 JX1873'HILL.  IT IS
 JX1873'STAMPED GARRISON 1941 AND PROJECTS ABOUT 8 INCHES.
 JX1873'
 JX1873'SURFACE, UNDERGROUND, REFERENCE NO. 1, AND AZIMUTH MARKS ARE
 JX1873'STANDARD BRONZE
 JX1873'DISKS SET IN CONCRETE.
 JX1873'
 JX1873'REFERENCE MARK NO. 1 IS STAMPED GARRISON NO. 1 1941 AND PROJECTS
 JX1873'4 INCHES.
 JX1873'
 JX1873'REFERENCE MARK NO. 2 IS SET IN THE TOP OF A WEST VIRGINIA-
 JX1873'PENNSYLVANIA STATE
 JX1873'LINE MARKER.  IT IS STAMPED GARRISON NO. 2 1941.
 JX1873'THE STATE LINE MARKER IS A 12-INCH
 JX1873'SQUARE CONCRETE POST TAPERED TO
 JX1873'A PYRAMID, WITH A 5-INCH FLAT SURFACE ON TOP AND IT
 JX1873'PROJECTS 2 FEET.
 JX1873'
 JX1873'THE AZIMUTH MARK IS IN A FARMYARD.  IT IS ABOUT 100 FEET SE OF
 JX1873'THE FARMHOUSE AND
 JX1873'ABOUT 15 FEET S OF A CHICKEN HOUSE.  TO REACH THE
 JX1873'AZIMUTH MARK FROM THE POST OFFICE IN
 JX1873'GARRISON, GO W ON A MACADAM
 JX1873'ROAD FOR 0.5 MILE TO A POINT WHERE THE ROAD CURVES TO
 JX1873'THE RIGHT AT A
 JX1873'FARMHOUSE ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 JX1873'
 JX1873'TO REACH THE STATION FROM THE POST OFFICE IN GARRISON, GO E ON
 JX1873'A GRADED DIRT ROAD
 JX1873'FOR 0.1 MILE TO THE GARRISON METHODIST CHURCH ON
 JX1873'THE LEFT.  HERE TURN RIGHT AND GO
 JX1873'0.05 MILE TO THE MARFORD FARMHOUSE
 JX1873'ON THE RIGHT.  TURN RIGHT INTO THE FARMYARD AND
 JX1873'FOLLOW FARM ROAD
 JX1873'THROUGH FARMYARD AND SW OUT ON THE RIDGE FOR 0.15 MILE TO A GATE.
 JX1873'CONTINUE 0.1
 JX1873'MILE TO A T FARM ROAD TO THE LEFT, TURN LEFT ON THIS
 JX1873'ROAD AND FOLLOW IT 0.3 MILE TO
 JX1873'A GATE IN THE STATE LINE FENCE AND
 JX1873'THE STATION ON THE LEFT AS DESCRIBED.
 JX1873'
 JX1873'A 64-FOOT TOWER WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2836 ***********************************************************************
 HX2836  DESIGNATION -  GAS WELL 1956
 HX2836  PID         -  HX2836
 HX2836  STATE/COUNTY-  WV/UPSHUR
 HX2836  USGS QUAD   -  ALTON (1989)
 HX2836
 HX2836                         *CURRENT SURVEY CONTROL
 HX2836  ___________________________________________________________________
 HX2836* NAD 83(1995)-  38 52 11.87521(N)    080 14 42.96937(W)     ADJUSTED  
 HX2836* NAVD 88     -       610.     (meters)    2001.     (feet)  SCALED    
 HX2836  ___________________________________________________________________
 HX2836  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 HX2836  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 HX2836
 HX2836  HORZ ORDER  -  SECOND
 HX2836
 HX2836.The horizontal coordinates were established by classical geodetic methods
 HX2836.and adjusted by the National Geodetic Survey in April 1998..
 HX2836
 HX2836.The orthometric height was scaled from a topographic map.
 HX2836
 HX2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2836
 HX2836.The geoid height was determined by GEOID03.
 HX2836
 HX2836;                    North         East     Units Scale Factor Converg.
 HX2836;SPC WV S     -   207,819.667   665,498.201   MT  0.99999718   +0 27 59.7
 HX2836;UTM  17      - 4,302,617.284   565,473.317   MT  0.99965279   +0 28 25.1
 HX2836
 HX2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2836!SPC WV S     -   0.99990929  x   0.99999718  =   0.99990647
 HX2836!UTM  17      -   0.99990929  x   0.99965279  =   0.99956211
 HX2836
 HX2836                          SUPERSEDED SURVEY CONTROL
 HX2836
 HX2836  NAD 83(1986)-  38 52 11.88061(N)    080 14 42.98058(W) AD(       ) 2
 HX2836  NAD 27      -  38 52 11.51600(N)    080 14 43.68800(W) AD(       ) 2
 HX2836
 HX2836.Superseded values are not recommended for survey control.
 HX2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2836.See file dsdata.txt to determine how the superseded data were derived.
 HX2836
 HX2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6547302617(NAD 83)
 HX2836_MARKER: Z = SEE DESCRIPTION
 HX2836_SETTING: 0 = UNSPECIFIED SETTING
 HX2836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2836
 HX2836  HISTORY     - Date     Condition        Report By
 HX2836  HISTORY     - 1956     MONUMENTED       CGS
 HX2836
 HX2836                          STATION DESCRIPTION
 HX2836
 HX2836'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2836'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 33 AND 119 AND STATE ROUTE
 HX2836'4 AND 20 AT THE COURTHOUSE IN
 HX2836'BUCKHANNON, GO SOUTHERLY ON STATE ROUTE 4 AND 20 FOR 7.6 MILES TO THE
 HX2836'RAILROAD CROSSING IN ADRIAN.
 HX2836'CONTINUE FOR 0.55 MILE TO SIDE ROAD LEFT.  TURN LEFT AND
 HX2836'GO EASTERLY ON BLACKTOP ROAD FOR 1.4 MILES TO A
 HX2836'BRIDGE OVER FRENCH CREEK.  CONTINUE FOR
 HX2836'1.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT ON DIRT ROAD FOR 0.65
 HX2836'MILE TO CROSSROADS AT TOP OF HILL.
 HX2836'TURN RIGHT AND GO 0.5 MILE TO WOODS ROAD AND DRIVEWAY ON LEFT.  TURN
 HX2836'SHARP LEFT ON WOODS ROAD FOR 0.05
 HX2836'MILE TO GATE.  PASS THROUGH GATE AND GO ABOUT 0.1 MILE TO
 HX2836'STATION ALONG FENCELINE AS DESCRIBED.  TO
 HX2836'REACH AZIMUTH MARK FROM WHERE DESCRIPTION
 HX2836'LEAVES ROAD CONTINUE ON DIRT ROAD FOR 0.3 MILE TO AZIMUTH
 HX2836'MARK ON THE LEFT AS DESCRIBED.
 HX2836'
 HX2836'A GAS WELL IS LOCATED IN THE OPEN FIELD WHICH MAY BE USED AS PICTURE
 HX2836'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1515 ***********************************************************************
 HX1515  DESIGNATION -  GASSAWAY
 HX1515  PID         -  HX1515
 HX1515  STATE/COUNTY-  WV/BRAXTON
 HX1515  USGS QUAD   -  GASSAWAY (1976)
 HX1515
 HX1515                         *CURRENT SURVEY CONTROL
 HX1515  ___________________________________________________________________
 HX1515* NAD 83(1986)-  38 39 57.     (N)    080 46 47.     (W)     SCALED    
 HX1515* NAVD 88     -       253.947  (meters)     833.16   (feet)  ADJUSTED  
 HX1515  ___________________________________________________________________
 HX1515  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HX1515  DYNAMIC HT  -         253.776 (meters)     832.60  (feet)  COMP
 HX1515  MODELED GRAV-     979,947.1   (mgal)                       NAVD 88
 HX1515
 HX1515  VERT ORDER  -  SECOND    CLASS 0
 HX1515
 HX1515.The horizontal coordinates were scaled from a topographic map and have
 HX1515.an estimated accuracy of +/- 6 seconds.
 HX1515
 HX1515.The orthometric height was determined by differential leveling
 HX1515.and adjusted by the National Geodetic Survey in June 1991..
 HX1515
 HX1515.The geoid height was determined by GEOID03.
 HX1515
 HX1515.The dynamic height is computed by dividing the NAVD 88
 HX1515.geopotential number by the normal gravity value computed on the
 HX1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1515.degrees latitude (g = 980.6199 gals.).
 HX1515
 HX1515.The modeled gravity was interpolated from observed gravity values.
 HX1515
 HX1515;                    North         East    Units  Estimated Accuracy
 HX1515;SPC WV S     -   184,920.      619,170.      MT  (+/- 180 meters Scaled)
 HX1515
 HX1515                          SUPERSEDED SURVEY CONTROL
 HX1515
 HX1515  NGVD 29 (??/??/92)  254.131  (m)          833.76   (f) ADJ UNCH    2 0
 HX1515
 HX1515.Superseded values are not recommended for survey control.
 HX1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1515.See file dsdata.txt to determine how the superseded data were derived.
 HX1515
 HX1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC191797(NAD 83)
 HX1515_MARKER: DB = BENCH MARK DISK
 HX1515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1515_SP_SET: PIER
 HX1515_STAMPING: GASSAWAY 1933
 HX1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1515
 HX1515  HISTORY     - Date     Condition        Report By
 HX1515  HISTORY     - 1933     MONUMENTED       CGS
 HX1515  HISTORY     - 1948     GOOD             NGS
 HX1515
 HX1515                          STATION DESCRIPTION
 HX1515
 HX1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HX1515'0.5 MI S FROM GASSAWAY.
 HX1515'0.5 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1515'STATION AT GASSAWAY, BRAXTON COUNTY, AT THE HIGHWAY BRIDGE OVER
 HX1515'ELK RIVER, IN THE TOP OF THE NORTH END OF THE EAST PIER, 85 YARDS
 HX1515'WEST OF THE CENTERLINE OF THE TRACK, AND 6 FEET LOWER THAN THE
 HX1515'HIGHWAY.  A STANDARD DISK, STAMPED GASSAWAY 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1900 ***********************************************************************
 JX1900  DESIGNATION -  GASTON RESET
 JX1900  PID         -  JX1900
 JX1900  STATE/COUNTY-  WV/MARION
 JX1900  USGS QUAD   -  FAIRMONT WEST (1976)
 JX1900
 JX1900                         *CURRENT SURVEY CONTROL
 JX1900  ___________________________________________________________________
 JX1900* NAD 83(1995)-  39 29 05.31794(N)    080 11 12.15568(W)     ADJUSTED  
 JX1900* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 JX1900  ___________________________________________________________________
 JX1900  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 JX1900  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JX1900
 JX1900  HORZ ORDER  -  FIRST
 JX1900
 JX1900.The horizontal coordinates were established by classical geodetic methods
 JX1900.and adjusted by the National Geodetic Survey in April 1998..
 JX1900
 JX1900.The orthometric height was scaled from a topographic map.
 JX1900
 JX1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1900
 JX1900.The geoid height was determined by GEOID03.
 JX1900
 JX1900;                    North         East     Units Scale Factor Converg.
 JX1900;SPC WV N     -   109,556.350   540,924.776   MT  0.99994376   -0 26 16.7
 JX1900;UTM  17      - 4,370,894.431   569,941.552   MT  0.99966023   +0 31 01.8
 JX1900
 JX1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1900!SPC WV N     -   0.99993628  x   0.99994376  =   0.99988004
 JX1900!UTM  17      -   0.99993628  x   0.99966023  =   0.99959653
 JX1900
 JX1900|---------------------------------------------------------------------|
 JX1900| PID    Reference Object                     Distance      Geod. Az  |
 JX1900|                                                           dddmmss.s |
 JX1900| CX4563 GASTON RM 4                           7.138 METERS 03523     |
 JX1900| CX4560 GASTON RM 1                           6.885 METERS 03648     |
 JX1900| JX1896 FAIRMONT MONONGAH GLASS CO STK      APPROX. 3.7 KM 1222651.8 |
 JX1900| JX1898 FAIRMONT SOUTH MUNICIPAL TANK       APPROX. 5.3 KM 1235708.4 |
 JX1900| CX4561 GASTON RM 2                           5.010 METERS 14547     |
 JX1900| JX1901 ERWIN USGS 1941                       7.265 METERS 16941     |
 JX1900| CX4562 GASTON RM 3                           7.274 METERS 17003     |
 JX1900| JX1891 FAIRMONT RAD STA WMMN NE MAST       APPROX. 2.4 KM 2185633.8 |
 JX1900| JX1890 FAIRMONT RAD STA WMMN SE MAST       APPROX. 2.6 KM 2204153.8 |
 JX1900| CX4559 GASTON AZ MK                                       2805039.8 |
 JX1900|---------------------------------------------------------------------|
 JX1900
 JX1900                          SUPERSEDED SURVEY CONTROL
 JX1900
 JX1900  NAD 83(1986)-  39 29 05.32068(N)    080 11 12.16328(W) AD(       ) 1
 JX1900  NAD 27      -  39 29 05.01720(N)    080 11 12.86830(W) AD(       ) 1
 JX1900
 JX1900.Superseded values are not recommended for survey control.
 JX1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1900.See file dsdata.txt to determine how the superseded data were derived.
 JX1900
 JX1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6994270894(NAD 83)
 JX1900_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JX1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1900_SP_SET: CONCRETE POST
 JX1900_MARK LOGO: NGS   
 JX1900_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1900+STABILITY: SURFACE MOTION
 JX1900
 JX1900  HISTORY     - Date     Condition        Report By
 JX1900  HISTORY     - 1941     MONUMENTED       CGS
 JX1900  HISTORY     - 1975     SEE DESCRIPTION  NGS
 JX1900  HISTORY     - 1975     GOOD             NGS
 JX1900  HISTORY     - 19890125 GOOD             HARTMN
 JX1900
 JX1900                          STATION DESCRIPTION
 JX1900
 JX1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1900'STATION IS ABOUT 2 MILES W OF FAIRMONT ON A SHARP-WOODED HILL
 JX1900'OVERLOOKING THE CITY.  IT IS ON
 JX1900'THE HIGHEST POINT OF THE HILL.  MARK PROJECTS ABOUT 4
 JX1900'INCHES AND IS STAMPED GASTON 1941.
 JX1900'
 JX1900'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JX1900'DISKS WEDGED IN
 JX1900'DRILL HOLES IN BOULDERS.
 JX1900'
 JX1900'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 JX1900'HOLE IN BEDROCK.
 JX1900'
 JX1900'REFERENCE MARK NO. 1 PROJECTS 1 FOOT, AND IS STAMPED GASTON
 JX1900'1941 NO. 1.
 JX1900'
 JX1900'REFERENCE MARK NO. 2 PROJECTS 1 FOOT, AND IS STAMPED GASTON
 JX1900'1941 NO. 2.
 JX1900'
 JX1900'AZIMUTH MARK PROJECTS 3 INCHES AND IS STAMPED GASTON 1941.
 JX1900'IT IS ABOUT 150
 JX1900'YARDS NW OF THE LOWEST POINT OF THE SADDLE BETWEEN
 JX1900'THE HILLS, AND ABOUT 25 FEET SE OF
 JX1900'THE SUMMIT OF THE KNOB ON WHICH
 JX1900'IT IS LOCATED.
 JX1900'
 JX1900'U.S. GEOLOGICAL SURVEY TRIANGULATION STATION ERWIN IS MARKED
 JX1900'BY PART OF THE
 JX1900'BROKEN SHANK OF A BRONZE DISK IN THE BOTTOM OF A
 JX1900'DRILL HOLE IN THE TOP OF AN
 JX1900'8-INCH SQUARE STONE POST PROJECTING
 JX1900'ABOUT 3 INCHES.
 JX1900'
 JX1900'TO REACH THE STATION FROM THE COURTHOUSE IN FAIRMONT, GO
 JX1900'WESTERLY ON
 JX1900'JEFFERSON STREET 1/2 BLOCK AND TURN LEFT, THEN SOUTHERLY
 JX1900'AND SOUTHWESTERLY ON JACKSON
 JX1900'STREET AND U.S. HIGHWAY 19 FOR
 JX1900'2.0 MILES AND TAKE THE RIGHT FORK, THENCE
 JX1900'WESTERLY 0.8 MILE AND
 JX1900'TURN RIGHT ALONG THE WESTERLY SIDE OF THE COUNTRY CLUB GOLF
 JX1900'COURSE, THEN
 JX1900'NORTHERLY 0.3 MILE AND TURN RIGHT ONTO A FARM ROAD, THENCE
 JX1900'NORTHEASTERLY 0.5 MILE
 JX1900'TO A BARN BELONGING TO MR. ARCHIE LYONS.
 JX1900'PASS THROUGH THE BARNYARD AND FOLLOW DIM
 JX1900'TRACKS NORTHEASTERLY TO
 JX1900'THE LOWEST POINT OF THE SADDLE OF THE RIDGE AND THE END OF
 JX1900'TRUCK TRAVEL.
 JX1900'THE STATION IS ABOUT 0.4 MILE ON THE KNOB TO THE SE AND
 JX1900'THE AZIMUTH MARK IS ABOUT
 JX1900'0.1 MILE ON THE KNOB TO THE NW.
 JX1900'
 JX1900'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JX1900
 JX1900                          STATION RECOVERY (1975)
 JX1900
 JX1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX1900'THE DRILL HOLE FOR THE SURFACE STATION DISK WAS FOUND AND A NEW
 JX1900'DISK WAS SET IN THE SAME HOLE.  THE SHANK FOR ERWIN USGS WAS
 JX1900'FOUND AND THE DISK HAD BEEN BROKEN OFF.  REFERENCE MARK 2 WAS
 JX1900'RECOVERED.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE NOT
 JX1900'RECOVERED.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  REFERENCE
 JX1900'MARK 3 WAS SET IN THE SAME MONUMENT AS ERWIN USGS, THE BUILDING
 JX1900'PARTY THOUGHT IT WAS THE OLD REFERENCE MARK 1, AS ONLY THE
 JX1900'SHANK OF AN OLD MARK REMAINED, HOWEVER UPON COMPARING THE OLD
 JX1900'DATA IT WAS FOUND TO BE THE APPROXIMATE LOCATION OF ERWIN
 JX1900'USGS.  ERWIN USGS SHOULD BE CONSIDERED DESTROYED.  A
 JX1900'DIFFERENCE OF 14 MINUTES AND 28 SECONDS IN THE DIRECTION AND A
 JX1900'DIFFERENCE OF 1.37 FEET OR 0.419 METERS IN THE DISTANCE TO
 JX1900'REFERENCE MARK 2 WAS NOTED.  FOLLOWING IS A NEW
 JX1900'DESCRIPTION.
 JX1900'
 JX1900'THE STATION IS ABOUT 2-1/2 MILES WEST OF FAIRMONT, 1-1/2 MILES
 JX1900'NORTHEAST OF MONONGAH, ON THE HIGHEST POINT OF A TREE COVERED
 JX1900'HILL AND ON PROPERTY OWNED BY JAMES L. ERWIN WHO LIVES AT 121
 JX1900'LINCOLN STREET, WORCESTER, MASSACHUSETTS, PHONE NUMBER 615-
 JX1900'798-2236.
 JX1900'
 JX1900'STATION MARK IS A STANDARD DISK, STAMPED---GASTON 1941 1975---,
 JX1900'CEMENTED IN A DRILL HOLE IN A 12 X 6 INCH ROCK OUTCROP, THAT
 JX1900'PROJECTS 2 INCHES ABOVE THE GROUND.  THERE WERE NO LOCAL OBJECTS
 JX1900'TO REFERENCE TO.
 JX1900'
 JX1900'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---GASTON NO 2 1941---,
 JX1900'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT PROJECTS 1-1/2
 JX1900'FEET TO THE NORTH AND FLUSH TO THE SOUTH.  THERE WERE NO LOCAL
 JX1900'OBJECTS TO REFERENCE TO.  THE MARK IS ABOUT 1 FOOT LOWER THAN
 JX1900'THE STATION.
 JX1900'
 JX1900'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---GASTON NO 3 1941
 JX1900'1975---, SET IN THE TOP OF A AN 8 X 8 INCH CONCRETE MONUMENT, THAT
 JX1900'PROJECTS 6 INCHES ABOVE THE GROUND.  THERE WERE NO LOCAL OBJECTS
 JX1900'TO REFERENCE TO.  THE MARK IS ABOUT 2 FEET LOWER THAN THE STATION.
 JX1900'
 JX1900'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---GASTON NO 4 1941
 JX1900'1975---, CEMENTED IN A DRILL HOLE IN 2 X 3 FOOT ROCK OUTCROP.  THERE
 JX1900'WERE NO LOCAL OBJECTS TO REFERENCE TO.  THE MARK IS ABOUT 5 FEET
 JX1900'LOWER THAN THE STATION.
 JX1900'
 JX1900'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 JX1900'
 JX1900'THERE WAS NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK.
 JX1900
 JX1900                          STATION RECOVERY (1975)
 JX1900
 JX1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JX1900'RECOVERED IN GOOD CONDITION.
 JX1900
 JX1900                          STATION RECOVERY (1989)
 JX1900
 JX1900'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX1900'RECOVERED AS PREVIOUSLY DESCRIBED.
 JX1900'NOT SUITABLE FOR GPS OBSERVATION DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3568 ***********************************************************************
 HW3568  DESIGNATION -  GATEWOOD LOOKOUT HOUSE
 HW3568  PID         -  HW3568
 HW3568  STATE/COUNTY-  WV/RANDOLPH
 HW3568  USGS QUAD   -  SPRUCE KNOB (1995)
 HW3568
 HW3568                         *CURRENT SURVEY CONTROL
 HW3568  ___________________________________________________________________
 HW3568* NAD 83(1995)-  38 43 04.12551(N)    079 35 01.95365(W)     ADJUSTED  
 HW3568* NAVD 88     -                                                        
 HW3568  ___________________________________________________________________
 HW3568  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 HW3568  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HW3568
 HW3568  HORZ ORDER  -  THIRD
 HW3568
 HW3568.The horizontal coordinates were established by classical geodetic methods
 HW3568.and adjusted by the National Geodetic Survey in April 1998..
 HW3568
 HW3568
 HW3568.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3568
 HW3568.The geoid height was determined by GEOID03.
 HW3568
 HW3568;                    North         East     Units Scale Factor Converg.
 HW3568;SPC WV S     -   191,603.423   723,150.886   MT  0.99996893   +0 52 31.6
 HW3568;UTM  17      - 4,286,414.449   623,112.998   MT  0.99978664   +0 53 09.2
 HW3568
 HW3568                          SUPERSEDED SURVEY CONTROL
 HW3568
 HW3568  NAD 83(1995)-  38 43 04.12874(N)    079 35 01.96184(W) AD(       ) 4
 HW3568  NAD 83(1986)-  38 43 04.12975(N)    079 35 01.96242(W) AD(       ) 4
 HW3568  NAD 27      -  38 43 03.72100(N)    079 35 02.77600(W) AD(       ) 3
 HW3568
 HW3568.Superseded values are not recommended for survey control.
 HW3568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3568.See file dsdata.txt to determine how the superseded data were derived.
 HW3568
 HW3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC2311386414(NAD 83)
 HW3568_MARKER: 73 = LOOKOUT HOUSE
 HW3568
 HW3568  HISTORY     - Date     Condition        Report By
 HW3568  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3568
 HW3568                          STATION DESCRIPTION
 HW3568
 HW3568'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3568'THE STATION IS LOCATED ABOUT 7 MILES AIRLINE SOUTH SOUTHWEST
 HW3568'OF WHITMER, 6
 HW3568'MILES AIRLINE NORTHWEST OF CIRCLEVILLE AND ABOUT 3/4 MILE WEST OF THE
 HW3568'RANDOLPH-PENDLETON COUNTY LINE,
 HW3568'IN THE MONONGAHELA NATIONAL FOREST.
 HW3568'
 HW3568'THE HOUSE IS A STANDARD HOUSE ABOUT 12 FEET SQUARE SET ON TOP OF A
 HW3568'ROCK FOUNDATION.  IT IS ABOUT 30 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2050 ***********************************************************************
 JX2050  DESIGNATION -  GATTS
 JX2050  PID         -  JX2050
 JX2050  STATE/COUNTY-  WV/MARSHALL
 JX2050  USGS QUAD   -  POWHATAN POINT (1984)
 JX2050
 JX2050                         *CURRENT SURVEY CONTROL
 JX2050  ___________________________________________________________________
 JX2050* NAD 83(1995)-  39 49 25.16517(N)    080 47 04.83382(W)     ADJUSTED  
 JX2050* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 JX2050  ___________________________________________________________________
 JX2050  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 JX2050  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JX2050
 JX2050  HORZ ORDER  -  THIRD
 JX2050
 JX2050.The horizontal coordinates were established by classical geodetic methods
 JX2050.and adjusted by the National Geodetic Survey in April 1998..
 JX2050
 JX2050.The orthometric height was scaled from a topographic map.
 JX2050
 JX2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2050
 JX2050.The geoid height was determined by GEOID03.
 JX2050
 JX2050;                    North         East     Units Scale Factor Converg.
 JX2050;SPC WV N     -   147,736.178   490,024.493   MT  0.99994668   -0 49 09.6
 JX2050;SPC OH S     -   203,848.200   746,840.291   MT  0.99996524   +1 05 18.3
 JX2050;UTM  17      - 4,408,207.343   518,427.187   MT  0.99960418   +0 08 16.4
 JX2050
 JX2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2050!SPC WV N     -   0.99994224  x   0.99994668  =   0.99988892
 JX2050!SPC OH S     -   0.99994224  x   0.99996524  =   0.99990748
 JX2050!UTM  17      -   0.99994224  x   0.99960418  =   0.99954644
 JX2050
 JX2050|---------------------------------------------------------------------|
 JX2050| PID    Reference Object                     Distance      Geod. Az  |
 JX2050|                                                           dddmmss.s |
 JX2050| CX4566 GATTS RM 1                           44.747 METERS 02022     |
 JX2050| JX2046 RIGGS KNOB 2                        APPROX. 3.6 KM 0423936.0 |
 JX2050| CX4567 GATTS RM 2                           63.251 METERS 28404     |
 JX2050|---------------------------------------------------------------------|
 JX2050
 JX2050                          SUPERSEDED SURVEY CONTROL
 JX2050
 JX2050  NAD 83(1986)-  39 49 25.17313(N)    080 47 04.84097(W) AD(       ) 3
 JX2050  NAD 27      -  39 49 24.90380(N)    080 47 05.51630(W) AD(       ) 3
 JX2050
 JX2050.Superseded values are not recommended for survey control.
 JX2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2050.See file dsdata.txt to determine how the superseded data were derived.
 JX2050
 JX2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE1842708207(NAD 83)
 JX2050_MARKER: DS = TRIANGULATION STATION DISK
 JX2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2050
 JX2050  HISTORY     - Date     Condition        Report By
 JX2050  HISTORY     - 1963     MONUMENTED       CGS
 JX2050
 JX2050                          STATION DESCRIPTION
 JX2050
 JX2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2050'NO MEASUREMENT BETWEEN R.M.S DUE TO DIFFERENCE IN ELEVATION.
 JX2050'
 JX2050'THE STATION IS LOCATED ON A DOME SHAPED HILL ON THE SOUTHWEST END OF
 JX2050'GATTS RIDGE, 7 MILES SOUTH
 JX2050'SOUTHEAST OF MOUNDSVILLE AND 3/4 MILE NORTH OF GRAYSVILLE.  IT IS 248
 JX2050'FEET EAST OF A WITNESS POST, 147
 JX2050'FEET SOUTH OF A WIRE FENCE AND ON THE PROPERTY OF
 JX2050'MR. KENNITH RICHMOND.  THE MONUMENT IS FLUSH AND
 JX2050'THE DISK IS STAMPED GATTS 1963.
 JX2050'
 JX2050'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER THE OHIO
 JX2050'RIVER IN NEW MARTINSVILLE.
 JX2050'GO NORTH ON STATE HIGHWAY 2 FOR 4.45 MILES TO A SIDE ROAD RIGHT
 JX2050'(STATE HIGHWAY 89).  CONTINUE
 JX2050'AHEAD NORTH ON HIGHWAY 2 FOR 9.25 MILES TO A SIDE ROAD RIGHT AND
 JX2050'SIGN ON THE LEFT, GRAYSVILLE 2.  TURN
 JX2050'RIGHT AND GO 1.85 MILES TO A SMALL SETTLEMENT
 JX2050'OF GRAYSVILLE AND SCHOOL ON LEFT.  CONTINUE EASTERLY FOR
 JX2050'0.05 MILE TO A FORK.  TURN LEFT AND GO NORTHERLY ON
 JX2050'GRAVELED ROAD FOR 1.55 MILES TO A DRIVEWAY AND HOUSE ON THE LEFT.
 JX2050'TURN LEFT AND GO 0.05 MILE TO GATE.  PASS THROUGH GATE
 JX2050'AND GO 0.05 MILE SOUTH TO STATION ABOUT 200 FEET EAST IN PASTURE.
 JX2050'
 JX2050'REFERENCE MARK 1 IS 83 FEET WEST OF A POWERLINE POLE, 15 FEET EAST OF
 JX2050'A FENCE CORNER AND 1 FOOT SOUTH OF A BARBED WIRE FENCE.
 JX2050'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GATTS NO 1 1953.
 JX2050'
 JX2050'REFERENCE MARK 2 IS 41 FEET EAST OF A WITNESS POST AND 48 FEET SOUTH
 JX2050'OF A WIRE FENCE.  IT IS A STANDARD REFERENCE MARK DISK
 JX2050'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK AND IS STAMPED
 JX2050'GATTS NO 2 1963.
 JX2050'
 JX2050'STATION RIGGS KNOB 2 (USGS) CAN BE USED AS AN AZIMUTH.
 JX2050'
 JX2050'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3578 ***********************************************************************
 HW3578  DESIGNATION -  GAUDINEER
 HW3578  PID         -  HW3578
 HW3578  STATE/COUNTY-  WV/RANDOLPH
 HW3578  USGS QUAD   -  DURBIN (1995)
 HW3578
 HW3578                         *CURRENT SURVEY CONTROL
 HW3578  ___________________________________________________________________
 HW3578* NAD 83(1995)-  38 36 55.50718(N)    079 50 37.73073(W)     ADJUSTED  
 HW3578* NAVD 88     -      1354.2    (meters)    4443.     (feet)  VERTCON   
 HW3578  ___________________________________________________________________
 HW3578  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 HW3578  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HW3578
 HW3578  HORZ ORDER  -  THIRD
 HW3578
 HW3578.The horizontal coordinates were established by classical geodetic methods
 HW3578.and adjusted by the National Geodetic Survey in April 1998..
 HW3578
 HW3578.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3578
 HW3578.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3578
 HW3578.The geoid height was determined by GEOID03.
 HW3578
 HW3578;                    North         East     Units Scale Factor Converg.
 HW3578;SPC WV S     -   179,924.389   700,688.892   MT  0.99995390   +0 42 53.1
 HW3578;UTM  17      - 4,274,734.459   600,657.393   MT  0.99972477   +0 43 17.8
 HW3578
 HW3578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3578!SPC WV S     -   0.99979233  x   0.99995390  =   0.99974624
 HW3578!UTM  17      -   0.99979233  x   0.99972477  =   0.99951716
 HW3578
 HW3578|---------------------------------------------------------------------|
 HW3578| PID    Reference Object                     Distance      Geod. Az  |
 HW3578|                                                           dddmmss.s |
 HW3578| DC3458 GAUDINEER RM 1                       17.374 METERS 06125     |
 HW3578| HW3577 GAUDINEER LOOKOUT TOWER              32.884 METERS 13839     |
 HW3578| DC3459 GAUDINEER RM 2                       19.956 METERS 32328     |
 HW3578| DC3457 GAUDINEER AZ MK                                    3372313.8 |
 HW3578|---------------------------------------------------------------------|
 HW3578
 HW3578                          SUPERSEDED SURVEY CONTROL
 HW3578
 HW3578  NAD 83(1995)-  38 36 55.51218(N)    079 50 37.73774(W) AD(       ) 3
 HW3578  NAD 83(1986)-  38 36 55.51221(N)    079 50 37.74069(W) AD(       ) 3
 HW3578  NAD 27      -  38 36 55.10570(N)    079 50 38.52950(W) AD(       ) 3
 HW3578  NGVD 29 (07/19/86) 1354.3    (m)         4443.     (f) VERT ANG       
 HW3578
 HW3578.Superseded values are not recommended for survey control.
 HW3578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3578.See file dsdata.txt to determine how the superseded data were derived.
 HW3578
 HW3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0065774734(NAD 83)
 HW3578_MARKER: DS = TRIANGULATION STATION DISK
 HW3578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3578
 HW3578  HISTORY     - Date     Condition        Report By
 HW3578  HISTORY     - 1957     MONUMENTED       CGS
 HW3578
 HW3578                          STATION DESCRIPTION
 HW3578
 HW3578'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3578'STATION IS APPROXIMATELY 10.0 MILES SOUTHEAST OF MILL CREEK, 5.5
 HW3578'MILES NORTH-NORTHWEST OF DURBIN,
 HW3578'2.0 MILES NORTH OF U.S. HIGHWAY 250, ON THE DIVIDE BETWEEN SHAVERS
 HW3578'FORK AND THE GREENBRIER RIVERS,
 HW3578'ON A HIGH MOUNTAIN PEAK ON THE SOUTH END OF SHAVERS MOUNTAIN
 HW3578'AND AT THE SITE OF THE U.S. FOREST SERVICE
 HW3578'LOOKOUT TOWER GAUDINEER.
 HW3578'
 HW3578'TO REACH FROM THE POST OFFICE IN DURBIN, GO WEST ON U.S. HIGHWAY 250
 HW3578'FOR 5.5 MILES TO SUMMIT OF
 HW3578'GRADE AND A CABIN COURT ON THE LEFT, CONTINUE WESTERLY ON U.S.
 HW3578'HIGHWAY 250 FOR 0.15 MILE TO A ROAD
 HW3578'RIGHT AT SIGN GAUDINEER PICNICKING AREA, TURN RIGHT AND GO
 HW3578'NORTH ON GRADED ROAD FOR 1.8 MILES TO A
 HW3578'FORK, TAKE THE LEFT FORK AND GO 0.15 MILE TO THE
 HW3578'AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW.  CONTINUE
 HW3578'SOUTHERLY ON GRADED ROAD FOR 0.25 MILE
 HW3578'TO THE SOUTHWEST CORNER OF THE PARKING AREA AND THE STATION.
 HW3578'
 HW3578'STATION MARKS ARE STANDARD DISKS STAMPED GAUDINEER 1957.  THE SURFACE
 HW3578'DISK IS SET IN A SQUARE
 HW3578'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 HW3578'APPROXIMATELY 100 FEET NORTHWEST OF THE
 HW3578'LOOKOUT TOWER AND 24.5 FEET WEST OF THE CENTER OF
 HW3578'TRAIL LEADING TO LOOKOUT TOWER.  A STANDARD
 HW3578'WITNESS POST WAS SET 6 FEET SOUTHWEST OF THE
 HW3578'MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HW3578'CONCRETE 25 INCHES BELOW THE SURFACE
 HW3578'OF THE GROUND.
 HW3578'
 HW3578'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GAUDINEER NO 1 1957, IS
 HW3578'CEMENTED IN A DRILL HOLE IN A
 HW3578'BOULDER WHICH PROJECTS 14 INCHES.  IT IS 33.5 FEET EAST OF THE CENTER
 HW3578'OF TRAIL LEADING TO LOOKOUT TOWER, 7
 HW3578'FEET SOUTH OF THE CENTER OF A TRAIL AND AT THE
 HW3578'SOUTHEAST EDGE OF THE PARKING AREA.
 HW3578'
 HW3578'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GAUDINEER NO 2 1957, IS
 HW3578'CEMENTED IN A DRILL HOLE IN A
 HW3578'BOULDER WHICH PROJECTS 8 INCHES.  IT IS 33 FEET WEST OF THE CENTER OF
 HW3578'PARKING AREA, 24 FEET NORTH OF A
 HW3578'PARKING SIGN AND IS AT THE WEST EDGE OF THE PARKING AREA.
 HW3578'
 HW3578'AZIMUTH MARK, A STANDARD DISK STAMPED GAUDINEER 1957, IS CEMENTED IN
 HW3578'A DRILL HOLE IN AN IRREGULAR
 HW3578'SHAPED BEDROCK WHICH IS APPROXIMATELY 2 FEET BY 3 FEET AND PROJECTS 1
 HW3578'INCH.  IT IS 6 FEET WEST OF THE
 HW3578'CENTER OF GRADED ROAD, 2.5 FEET EAST OF THE WEST EDGE
 HW3578'OF GRADED ROAD AND THE BEDROCK WHICH THE MARK IS
 HW3578'SET IN IS IN THE GRADED ROAD.  A STANDARD
 HW3578'WITNESS POST WAS SET 5.5 FEET WEST OF THE MARK.
 HW3578'
 HW3578'HEIGHT OF LIGHT ABOVE STATION MARK 14.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3577 ***********************************************************************
 HW3577  DESIGNATION -  GAUDINEER LOOKOUT TOWER
 HW3577  PID         -  HW3577
 HW3577  STATE/COUNTY-  WV/POCAHONTAS
 HW3577  USGS QUAD   -  DURBIN (1995)
 HW3577
 HW3577                         *CURRENT SURVEY CONTROL
 HW3577  ___________________________________________________________________
 HW3577* NAD 83(1995)-  38 36 54.70663(N)    079 50 36.83274(W)     ADJUSTED  
 HW3577* NAVD 88     -                                                        
 HW3577  ___________________________________________________________________
 HW3577  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 HW3577  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HW3577
 HW3577  HORZ ORDER  -  THIRD
 HW3577
 HW3577.The horizontal coordinates were established by classical geodetic methods
 HW3577.and adjusted by the National Geodetic Survey in April 1998..
 HW3577
 HW3577
 HW3577.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3577
 HW3577.The geoid height was determined by GEOID03.
 HW3577
 HW3577;                    North         East     Units Scale Factor Converg.
 HW3577;SPC WV S     -   179,899.978   700,710.922   MT  0.99995387   +0 42 53.7
 HW3577;UTM  17      - 4,274,710.056   600,679.421   MT  0.99972482   +0 43 18.4
 HW3577
 HW3577                          SUPERSEDED SURVEY CONTROL
 HW3577
 HW3577  NAD 83(1995)-  38 36 54.71169(N)    079 50 36.83954(W) AD(       ) 4
 HW3577  NAD 83(1986)-  38 36 54.71204(N)    079 50 36.84227(W) AD(       ) 4
 HW3577  NAD 27      -  38 36 54.30600(N)    079 50 37.63200(W) AD(       ) 3
 HW3577
 HW3577.Superseded values are not recommended for survey control.
 HW3577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3577.See file dsdata.txt to determine how the superseded data were derived.
 HW3577
 HW3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0067974710(NAD 83)
 HW3577_MARKER: 57 = LOOKOUT TOWER
 HW3577
 HW3577  HISTORY     - Date     Condition        Report By
 HW3577  HISTORY     - 1957     FIRST OBSERVED   CGS
 HW3577  HISTORY     - 20031012 MARK NOT FOUND   INDIV
 HW3577
 HW3577                          STATION DESCRIPTION
 HW3577
 HW3577'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3577'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTHEAST OF MILL CREEK, 5.5
 HW3577'MILES NORTH- NORTHWEST OF
 HW3577'DURBIN, 2.0 MILES NORTH OF U.S. HIGHWAY 250, AND ON A HIGH PEAK ON
 HW3577'THE SOUTH END OF SHAVERS
 HW3577'MOUNTAIN.
 HW3577'
 HW3577'THE STATION IS THE TOP CENTER OF THE CABIN BUILT ON TOP OF A 4 LEGGED
 HW3577'STRUCTURE WHICH IS
 HW3577'APPROXIMATELY 58 FEET HIGH.
 HW3577
 HW3577                          STATION RECOVERY (2003)
 HW3577
 HW3577'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (WDB)
 HW3577'THE TOWER AND CABIN DESCRIBED NO LONGER EXIST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2882 ***********************************************************************
 HX2882  DESIGNATION -  GAULEY
 HX2882  PID         -  HX2882
 HX2882  STATE/COUNTY-  WV/POCAHONTAS
 HX2882  USGS QUAD   -  SHARP KNOB (1995)
 HX2882
 HX2882                         *CURRENT SURVEY CONTROL
 HX2882  ___________________________________________________________________
 HX2882* NAD 83(1995)-  38 23 40.72439(N)    080 09 55.30819(W)     ADJUSTED  
 HX2882* NAVD 88     -      1396.8    (meters)    4583.     (feet)  GPS OBS   
 HX2882  ___________________________________________________________________
 HX2882  X           -     855,121.053 (meters)                     COMP
 HX2882  Y           -  -4,932,841.896 (meters)                     COMP
 HX2882  Z           -   3,940,718.817 (meters)                     COMP
 HX2882  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 HX2882  ELLIP HEIGHT-        1366.34  (meters)          (10/04/01) GPS OBS
 HX2882  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HX2882
 HX2882  HORZ ORDER  -  FIRST
 HX2882  ELLP ORDER  -  FOURTH    CLASS II
 HX2882
 HX2882.The horizontal coordinates were established by classical geodetic methods
 HX2882.and adjusted by the National Geodetic Survey in April 1998..
 HX2882
 HX2882.The orthometric height was determined by GPS observations and a
 HX2882.high-resolution geoid model.
 HX2882
 HX2882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX2882
 HX2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2882
 HX2882.The ellipsoidal height was determined by GPS observations
 HX2882.and is referenced to NAD 83.
 HX2882
 HX2882.The geoid height was determined by GEOID03.
 HX2882
 HX2882;                    North         East     Units Scale Factor Converg.
 HX2882;SPC WV S     -   155,118.914   672,907.674   MT  0.99993238   +0 30 57.5
 HX2882;UTM  17      - 4,249,932.970   572,885.020   MT  0.99966542   +0 31 06.2
 HX2882
 HX2882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2882!SPC WV S     -   0.99978566  x   0.99993238  =   0.99971805
 HX2882!UTM  17      -   0.99978566  x   0.99966542  =   0.99945115
 HX2882
 HX2882:                Primary Azimuth Mark                     Grid Az
 HX2882:SPC WV S     -  GAULEY AZ MK                             000 46 22.3
 HX2882:UTM  17      -  GAULEY AZ MK                             000 46 13.6
 HX2882
 HX2882|---------------------------------------------------------------------|
 HX2882| PID    Reference Object                     Distance      Geod. Az  |
 HX2882|                                                           dddmmss.s |
 HX2882| HX0699 GAULEY AZ MK                                       0011719.8 |
 HX2882| DC3461 GAULEY RM 1                          13.190 METERS 16727     |
 HX2882| DC3462 GAULEY RM 2                           6.415 METERS 24553     |
 HX2882|---------------------------------------------------------------------|
 HX2882
 HX2882                          SUPERSEDED SURVEY CONTROL
 HX2882
 HX2882  ELLIP H (04/01/98) 1366.41   (m)                       GP(       ) 4 1
 HX2882  NAD 83(1986)-  38 23 40.72972(N)    080 09 55.32144(W) AD(       ) 1
 HX2882  NAD 27      -  38 23 40.31470(N)    080 09 56.06970(W) AD(       ) 1
 HX2882  NGVD 29 (07/19/86) 1397.2    (m)         4584.     (f) VERT ANG       
 HX2882
 HX2882.Superseded values are not recommended for survey control.
 HX2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2882.See file dsdata.txt to determine how the superseded data were derived.
 HX2882
 HX2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7288549933(NAD 83)
 HX2882_MARKER: DS = TRIANGULATION STATION DISK
 HX2882_SETTING: 66 = SET IN ROCK OUTCROP
 HX2882_SP_SET: IN A DRILL HOLE IN BEDROCK
 HX2882_STAMPING: GAULEY 1941 1961
 HX2882_MARK LOGO: CGS   
 HX2882_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX2882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2882+STABILITY: POSITION/ELEVATION WELL
 HX2882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2882+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1992
 HX2882
 HX2882  HISTORY     - Date     Condition        Report By
 HX2882  HISTORY     - 1941     MONUMENTED       CGS
 HX2882  HISTORY     - 1941     GOOD             CGS
 HX2882  HISTORY     - 1944     GOOD             CGS
 HX2882  HISTORY     - 1957     GOOD             CGS
 HX2882  HISTORY     - 1961     GOOD             CGS
 HX2882  HISTORY     - 19920101 GOOD             HARTMN
 HX2882  HISTORY     - 19921118 GOOD
 HX2882
 HX2882                          STATION DESCRIPTION
 HX2882
 HX2882'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2882'STATION IS ON THE HIGHEST PART OF GAULEY MOUNTAIN WHICH IS ABOUT
 HX2882'2-1/2 MILES SW OF SLATY
 HX2882'FORK.  THE TOP OF THE MOUNTAIN IS FLAT AND COVERED WITH
 HX2882'FALLEN TREES.  THE E SLOPE
 HX2882'OF THE MOUNTAIN IS COVERED WITH HEAVY BRUSH.
 HX2882'BRUSH.
 HX2882'
 HX2882'IN OUTCROPPING
 HX2882'BEDROCK, PROJECTING 4 INCHES ABOVE THE SURFACE, AND
 HX2882'IS MARKED GAULEY 1941.
 HX2882'
 HX2882'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE IN A DEPRESSION
 HX2882'IN OUTCROPPING BEDROCK.
 HX2882'
 HX2882'REFERENCE MARK NO. 1 PROJECTS 18 INCHES ABOVE THE SURFACE, AND
 HX2882'IS STAMPED GAULEY NO. 1.
 HX2882'
 HX2882'REFERENCE MARK NO. 2 PROJECTS 4 INCHES ABOVE THE SURFACE, AND
 HX2882'IS STAMPED GAULEY NO.2.
 HX2882'
 HX2882'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A 4- BY 6-
 HX2882'FOOT BOULDER
 HX2882'PROJECTING 2 FEET ABOVE THE SURFACE AND IS STAMPED
 HX2882'GAULEY 1941.
 HX2882'
 HX2882'IT IS ALONGSIDE OF THE SHARP KNOB LOOKOUT TOWER, AND IS 9
 HX2882'FEET NW OF THE SW
 HX2882'LEG OF THE LOOKOUT TOWER, 12.3 FEET SW OF THE
 HX2882'NW LEG OF THE LOOKOUT TOWER, 1/2
 HX2882'MILE NW OF THE RANGER CABINS ON
 HX2882'THE FOREST SERVICE ROAD.
 HX2882'
 HX2882'TO REACH THE AZIMUTH MARK FROM THE STATION GO BACK TO THE
 HX2882'ROAD FORKS WHICH
 HX2882'IS 0.9 MILE FROM THE END OF TRUCK TRAVEL, TAKE
 HX2882'THE LEFT FORK BEARING IN A
 HX2882'NORTHERLY DIRECTION AND GO 1.3 MILES
 HX2882'TO THE RANGER CABINS.  HERE LEAVE TRUCK AND
 HX2882'PROCEED BY FOOT IN A
 HX2882'NORTHWESTERLY DIRECTION FOLLOWING FOOT TRAIL FOR 1/2 MILE TO
 HX2882'SHARP KNOB
 HX2882'LOOKOUT TOWER AND AZIMUTH.
 HX2882'
 HX2882'TO REACH THE STATION FROM EDRAY, GO W ON MACADAM ROAD FOR 1.6
 HX2882'MILES TO FORKS AT
 HX2882'STORE, TAKE RIGHT FORK (MAIN-TRAVELED ROAD) FOR
 HX2882'4.5 MILES TO ROAD FORKS IN WOODROW,
 HX2882'HERE TAKE LEFT FORK AND CONTINUE
 HX2882'2.45 MILES TO BRIDGE AT CCC CAMP, CONTINUE THROUGH
 HX2882'CAMP FOR
 HX2882'0.45 MILE TO GATE, PASS THROUGH GATE AND CONTINUE FOR 0.95 MILE
 HX2882'TO FORKS, TAKE
 HX2882'RIGHT FORK AND GO 3.05 MILES TO BRIDGE ON RIGHT,
 HX2882'TURN RIGHT ACROSS BRIDGE AND
 HX2882'FOLLOW MAIN AND ONLY ROAD FOR 12.7
 HX2882'MILES TO FORKS, TAKE RIGHT FORK AND GO 0.9 MILE
 HX2882'TO END OF ROAD
 HX2882'AND END OF TRUCK TRAVEL.  FROM HERE PROCEED ON FOOT ALONG
 HX2882'UNFINISHED ROAD
 HX2882'FOR 200 YARDS THEN TURN RIGHT UP STEEP SLOPE FOR 3/4
 HX2882'MILE TO TOP OF MOUNTAIN AND STATION.
 HX2882
 HX2882                          STATION RECOVERY (1941)
 HX2882
 HX2882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HX2882'LOCATED ON THE HIGHEST PART OF GAULEY MOUNTAIN IN THE COUNTY OF
 HX2882'POCAHONTAS IN THE STATE OF WEST VIRGINIA.
 HX2882'TO REACH - FROM THE INTERSECTION OF ROUTE 219 AND GAULEY MOUNTAIN
 HX2882'ROAD, PROCEED WESTERLY ON GAULEY MOUNTAIN ROAD FOR APPROXIMATELY 5 MI
 HX2882'(8.0 KM) TO A Y IN THE ROAD.  BEAR LEFT AND PROCEED APPROXIMATELY 1
 HX2882'MI (1.6 KM) TO A TRAIL ON THE LEFT.  PROCEED UP TRAIL FOR
 HX2882'APPROXIMATELY 2,000 FT TO STATION.
 HX2882'THE STATION IS LOCATED A DISTANCE OF 43.30 FT (13.20 MT) NORTH FROM A
 HX2882'STANDARD DISC STAMPED GAULEY NO. 1 AND A DISTANCE OF 21.05 FT
 HX2882'(6.42 MT) EAST OF A STANDARD DISC STAMPED GAULEY NO. 2.
 HX2882
 HX2882                          STATION RECOVERY (1944)
 HX2882
 HX2882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2882'STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS
 HX2882'WERE FOUND IN GOOD CONDITION.
 HX2882'
 HX2882'REFERENCE MARK 1 IS STAMPED GAULEY NO 1 1941.
 HX2882'
 HX2882'REFERENCE MARK 2 IS STAMPED GAULEY NO 2 1941.
 HX2882'
 HX2882'TO REACH THE STATION FROM THE BRIDGE AT THE W EDGE OF MARLINTON
 HX2882'(JUNCTION OF STATE
 HX2882'HIGHWAY 39 AND U.S. HIGHWAY 219), GO N ON
 HX2882'U.S. HIGHWAY 219 FOR 3.55 MILES TO A
 HX2882'MACADAM ROAD LEFT.  TURN LEFT
 HX2882'AS PER SIGN WOODROW AND GO 4.4 MILES TO THE VILLAGE OF WOODROW.
 HX2882'CONTINUE 1.8 MILES, THEN TAKE THE LEFT FORK AND GO 2.5 MILES TO AN
 HX2882'ABANDONED C.C.C.
 HX2882'CAMP.  CONTINUE THROUGH THE CAMP FOR 0.5 MILE TO
 HX2882'A GATE, CONTINUE 0.8 MILE TO
 HX2882'ANOTHER GATE, CONTINUE 0.2 MILE, THEN
 HX2882'TAKE THE RIGHT FORK FOR 3.0 MILES TO A ROAD
 HX2882'TURNING RIGHT.  TURN
 HX2882'RIGHT AND CROSS A WOODEN BRIDGE, THEN GO 12.55 MILES ON A
 HX2882'WINDING ROAD
 HX2882'TO A DIM FORKS.  TAKE THE RIGHT FORK AND GO 0.9 MILE TO THE
 HX2882'END OF TRUCK TRAVEL.
 HX2882'FROM HERE PROCEED ON FOOT ALONG THE UNFINISHED
 HX2882'ROAD FOR ABOUT 300 YARDS, THEN TURN
 HX2882'RIGHT AND FOLLOW A BLAZED TRAIL
 HX2882'THROUGH THE BRUSH UP A STEEP SLOPE TO THE TOP OF THE
 HX2882'MOUNTAIN AND STATION.
 HX2882'STATION.
 HX2882'
 HX2882'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 HX2882'
 HX2882'INITIAL STATION OF 1941 OBSERVATIONS APPARENTLY WINKLER.
 HX2882
 HX2882                          STATION RECOVERY (1957)
 HX2882
 HX2882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HX2882'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS WERE FOUND TO BE
 HX2882'AS DESCRIBED IN 1944 WITH THE BELOW EXCEPTION-
 HX2882'
 HX2882'REFERENCE MARK NO 1 IS STAMPED GAULEY NO 1, INSTEAD OF GAULEY NO 1
 HX2882'1941.
 HX2882'
 HX2882'REFERENCE MARK NO 2 IS STAMPED GAULEY NO 2, INSTEAD OF GAULEY NO 2
 HX2882'1941.
 HX2882'
 HX2882'A COMPLETE NEW TO REACH IS AS FOLLOWS-
 HX2882'
 HX2882'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE HIGHWAY 15
 HX2882'IN VALLEY HEAD, GO SOUTH ON HIGHWAY
 HX2882'219 FOR 17.1 MILES TO A SIDE ROAD RIGHT AT SIGN SHARP KNOB L.O. 7,
 HX2882'TURN RIGHT ON GRAVEL ROAD AND GO
 HX2882'UPGRADE FOR 4.7 MILES TO ROAD FORKS, TAKE LEFT FORK, UPHILL,
 HX2882'AND GO 1.1 MILES TO A DIM FORK (MINING SHACKS
 HX2882'ON LEFT), TAKE LEFT FORK AND GO AROUND THE
 HX2882'EAST SIDE OF HILL FOR 0.2 MILE TO THE END OF STRIP MINING AND
 HX2882'END OF TRUCK TRAVEL.  FROM HERE PACK
 HX2882'NORTHWESTERLY THROUGH SMALL SPRUCE GROWTH FOR ABOUT 300 YARDS ON
 HX2882'BLAZED TRAIL TO SUMMIT OF HILL AND STATION.
 HX2882'
 HX2882'TO REACH THE AZIMUTH MARK FROM THE FIRST FORKS MENTIONED IN
 HX2882'DESCRIPTION, TAKE RIGHT FORK (KEEPING
 HX2882'RIGHT FORKS AT ALL INTERSECTIONS) AND GO 0.7 MILE TO SIDE ROAD RIGHT
 HX2882'AND SIGN SHARP KNOB L.O. 1-1/2,
 HX2882'TURN RIGHT AND GO 0.8 MILE TO FORKS AND SIGN SHARP KNOB L.O. 1/2,
 HX2882'TAKE LEFT FORK, UPHILL, AND GO 0.5 MILE
 HX2882'TO THE LOOKOUT AND AZIMUTH MARK.
 HX2882'
 HX2882'NOTE- DISTANCE AND DIRECTIONS TO THE MARKS WERE NOT CHECKED.
 HX2882'
 HX2882'A 19 FOOT WOODEN STAND WAS USED.
 HX2882
 HX2882                          STATION RECOVERY (1961)
 HX2882
 HX2882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2882'STATION WAS RECOVERED AND ALL MARKS WERE FOUND.  THE
 HX2882'BOULDER IN WHICH
 HX2882'THE STATION MARK WAS ESTABLISHED WAS FOUND SPLIT AND THE
 HX2882'STATION MARK DISK WAS LOOSE, THE
 HX2882'BOULDER WAS REMOVED, HOLDING THE CENTER
 HX2882'POINT OF THE DISK DRILL HOLE AND A NEW STATION MARK
 HX2882'WAS SET AT THE SAME
 HX2882'POINT.  IT IS A STANDARD STATION MARK DISK, SET IN THE TOP OF A
 HX2882'3-INCH CONCRETE
 HX2882'FILLED ORANGEBURG PIPE PROJECTING ABOUT 12 INCHES, STAMPED GAULEY
 HX2882'1941 1961.  THE DISTANCE TO
 HX2882'REFERENCE MARK NO. 2 WAS MEASURED BUT WAS NOT
 HX2882'OBSERVED BECAUSE IT WAS OBSTRUCTED BY THE STEEL TOWER.
 HX2882'
 HX2882'NEW REFERENCE DISTANCES TO ALL MARKS FOLLOW- THE STATION MARK IS 4.2
 HX2882'FEET SOUTH OF A
 HX2882'METAL WITNESS POST AND SIGN, REFERENCE MARK NO. 1 IS 47.7
 HX2882'FEET SOUTH OF THE WITNESS POST AND
 HX2882'REFERENCE MARK NO. 2 IS 20.8 FEET WEST
 HX2882'OF THE WITNESS POST.  THE AZIMUTH MARK IS 12.5 FEET
 HX2882'SOUTHWEST OF THE NORTHWEST
 HX2882'LEG OF THE SHARP KNOB LOOKOUT TOWER AND 91 FEET NORTHWEST OF THE
 HX2882'SOUTHWEST LEG OF THE
 HX2882'TOWER.  IT IS 13.340 METERS OR 43.76 FEET EAST OF TRIANGULATION
 HX2882'STATION DISK SHARP.
 HX2882'
 HX2882'A NEW DESCRIPTION OF HOW TO REACH THE STATION FOLLOWS.
 HX2882'
 HX2882'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 HX2882'HIGHWAY 39 AT THE
 HX2882'WEST EDGE OF MARLINTON.  GO NORTH ON HIGHWAY 219 FOR
 HX2882'14.65 MILES TO A SIDE ROAD LEFT AND
 HX2882'SIGN SHARP KNOB L.0. 7.  TURN LEFT
 HX2882'AND GO WEST ON GRAVEL ROAD FOR 4.95 MILES TO A FORK,
 HX2882'KEEP LEFT AND CONTINUE
 HX2882'FOR 1.9 MILES, PASSING THROUGH GATE AND RIGHT OF COAL TIPPLE TO A
 HX2882'TRAIL LEFT.  PACK
 HX2882'SOUTH, UPHILL ON ROCK TRAIL, THROUGH BRUSH FOR ABOUT 5 MINUTES
 HX2882'TO TOP OF HILL AND STATION.
 HX2882
 HX2882                          STATION RECOVERY (1992)
 HX2882
 HX2882'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1992 (CER)
 HX2882'STATION, RM1 AND RM2 FOUND AS DESCRIBED AND IN GOOD CONDITION.  (HILL
 HX2882'TOP WAS CLEARED FOR GPS) .
 HX2882
 HX2882                          STATION RECOVERY (1992)
 HX2882
 HX2882'RECOVERED 1992
 HX2882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3171 ***********************************************************************
 HX3171  CBN         -  This is a Cooperative Base Network Control Station.
 HX3171  DESIGNATION -  GAULEY
 HX3171  PID         -  HX3171
 HX3171  STATE/COUNTY-  WV/NICHOLAS
 HX3171  USGS QUAD   -  RICHWOOD (1995)
 HX3171
 HX3171                         *CURRENT SURVEY CONTROL
 HX3171  ___________________________________________________________________
 HX3171* NAD 83(1995)-  38 14 51.10844(N)    080 31 31.13475(W)     ADJUSTED  
 HX3171* NAVD 88     -       710.6    (meters)    2331.     (feet)  GPS OBS   
 HX3171  ___________________________________________________________________
 HX3171  X           -     825,693.005 (meters)                     COMP
 HX3171  Y           -  -4,947,574.711 (meters)                     COMP
 HX3171  Z           -   3,927,479.228 (meters)                     COMP
 HX3171  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 HX3171  ELLIP HEIGHT-         679.80  (meters)          (04/23/01) GPS OBS
 HX3171  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX3171
 HX3171  HORZ ORDER  -  A
 HX3171  ELLP ORDER  -  FOURTH    CLASS I
 HX3171
 HX3171.The horizontal coordinates were established by GPS observations
 HX3171.and adjusted by the National Geodetic Survey in April 2001..
 HX3171
 HX3171.The orthometric height was determined by GPS observations and a
 HX3171.high-resolution geoid model.
 HX3171
 HX3171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX3171
 HX3171.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3171
 HX3171.The ellipsoidal height was determined by GPS observations
 HX3171.and is referenced to NAD 83.
 HX3171
 HX3171.The geoid height was determined by GEOID03.
 HX3171
 HX3171;                    North         East     Units Scale Factor Converg.
 HX3171;SPC WV S     -   138,567.993   641,548.959   MT  0.99992628   +0 17 36.4
 HX3171;UTM  17      - 4,233,386.097   541,535.695   MT  0.99962125   +0 17 37.9
 HX3171
 HX3171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3171!SPC WV S     -   0.99989334  x   0.99992628  =   0.99981963
 HX3171!UTM  17      -   0.99989334  x   0.99962125  =   0.99951463
 HX3171
 HX3171                          SUPERSEDED SURVEY CONTROL
 HX3171
 HX3171  NAD 83(1995)-  38 14 51.10830(N)    080 31 31.13224(W) AD(       ) 1
 HX3171  ELLIP H (04/01/98)  679.92   (m)                       GP(       ) 4 1
 HX3171  NAD 83(1986)-  38 14 51.11393(N)    080 31 31.14798(W) AD(       ) 1
 HX3171
 HX3171.Superseded values are not recommended for survey control.
 HX3171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3171.See file dsdata.txt to determine how the superseded data were derived.
 HX3171
 HX3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC4153633386(NAD 83)
 HX3171_MARKER: DD = SURVEY DISK
 HX3171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3171_SP_SET: CONCRETE POST
 HX3171_STAMPING: GAULEY GPS 1992
 HX3171_MARK LOGO: USFS  
 HX3171_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX3171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX3171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX3171+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2000
 HX3171
 HX3171  HISTORY     - Date     Condition        Report By
 HX3171  HISTORY     - 1992     MONUMENTED       USFS
 HX3171  HISTORY     - 20000327 GOOD             WVALS
 HX3171
 HX3171                          STATION DESCRIPTION
 HX3171
 HX3171'DESCRIBED BY US FOREST SERVICE 1992
 HX3171'LOCATED AT GAULEY RANGER STATION IN THE COUNTY OF NICHOLAS IN THE
 HX3171'STATE OF WEST VIRGINIA.
 HX3171'TO REACH - FROM RICHWOOD, WEST VIRGINIA, TAKE ROUTE 39, 55 EAST FOR
 HX3171'APPROXIMATELY 2 MI (3.2 KM) TO THE GAULEY RANGER STATION OF THE
 HX3171'MONONGAHELA NATIONAL FOREST.  THE STATION IS APPROXIMATELY 35 FT
 HX3171'(10.7 MT) NORTHEAST FROM THE NORTHEAST CORNER OF CONCRETE RAMP
 HX3171'LEADING INTO RANGER STATION.
 HX3171'THE STATION IS A BRASS DISC IN A 10 IN X 10 IN CONCRETE MONUMENT
 HX3171'STAMPED GAULEY GPS 1992.
 HX3171
 HX3171                          STATION RECOVERY (2000)
 HX3171
 HX3171'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (JRK)
 HX3171'THE STATION IS LOCATED ABOUT 14.3 KM (8.9 MI) EAST-NORTHEAST OF
 HX3171'NETTIE, 7.6 KM (4.7 MI) WEST-NORTHWEST OF NORTH BEND, 2.4 KM (1.5 MI)
 HX3171'NORTH OF RICHWOOD AND AT THE GAULEY RANGER STATION.
 HX3171'
 HX3171'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39 AND
 HX3171'55 (MAIN STREET) AND COUNTY ROUTE 39/18 (OAKFORD AVENUE) IN
 HX3171'RICHWOOD, GO NORTHEAST ON HIGHWAYS 39 AND 55 FOR 3.1 KM (1.9 MI) TO
 HX3171'THE RANGER STATION AND THE STATION ON THE RIGHT.
 HX3171'
 HX3171'THE STATION IS 7.6 M (25 FT) NORTH OF A FLAGPOLE, 6.0 M (19.65 FT)
 HX3171'NORTHEAST OF MAILBOXES AND 1.8 M (6.0 FT) SOUTHEAST OF THE
 HX3171'SOUTHEAST EDGE OF THE BLACKTOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0699 ***********************************************************************
 HX0699  DESIGNATION -  GAULEY AZ MK
 HX0699  PID         -  HX0699
 HX0699  STATE/COUNTY-  WV/POCAHONTAS
 HX0699  USGS QUAD   -  SHARP KNOB (1995)
 HX0699
 HX0699                         *CURRENT SURVEY CONTROL
 HX0699  ___________________________________________________________________
 HX0699* NAD 83(1986)-  38 25 36.     (N)    080 09 51.     (W)     SCALED    
 HX0699* NAVD 88     -      1383.593  (meters)    4539.34   (feet)  ADJUSTED  
 HX0699  ___________________________________________________________________
 HX0699  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0699  DYNAMIC HT  -        1382.507 (meters)    4535.77  (feet)  COMP
 HX0699  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 HX0699
 HX0699  VERT ORDER  -  SECOND    CLASS 0
 HX0699
 HX0699.The horizontal coordinates were scaled from a topographic map and have
 HX0699.an estimated accuracy of +/- 6 seconds.
 HX0699
 HX0699.The orthometric height was determined by differential leveling
 HX0699.and adjusted by the National Geodetic Survey in June 1991..
 HX0699
 HX0699.The geoid height was determined by GEOID03.
 HX0699
 HX0699.The dynamic height is computed by dividing the NAVD 88
 HX0699.geopotential number by the normal gravity value computed on the
 HX0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0699.degrees latitude (g = 980.6199 gals.).
 HX0699
 HX0699.The modeled gravity was interpolated from observed gravity values.
 HX0699
 HX0699;                    North         East    Units  Estimated Accuracy
 HX0699;SPC WV S     -   158,670.      672,980.      MT  (+/- 180 meters Scaled)
 HX0699
 HX0699                          SUPERSEDED SURVEY CONTROL
 HX0699
 HX0699  NGVD 29 (??/??/92) 1383.727  (m)         4539.78   (f) ADJ UNCH    2 0
 HX0699
 HX0699.Superseded values are not recommended for survey control.
 HX0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0699.See file dsdata.txt to determine how the superseded data were derived.
 HX0699
 HX0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC729534(NAD 83)
 HX0699_MARKER: DZ = AZIMUTH MARK DISK
 HX0699_SETTING: 80 = SET IN A BOULDER
 HX0699_SP_SET: BOULDER
 HX0699_STAMPING: GAULEY 1941
 HX0699_MARK LOGO: CGS   
 HX0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0699+STABILITY: SURFACE MOTION
 HX0699
 HX0699  HISTORY     - Date     Condition        Report By
 HX0699  HISTORY     - 1941     MONUMENTED       CGS
 HX0699  HISTORY     - 1962     GOOD             NGS
 HX0699
 HX0699                          STATION DESCRIPTION
 HX0699
 HX0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0699'7 MI W FROM SLATY FORK.
 HX0699'4.6 MILES NORTHWEST ALONG A ABANDONED RAILWAY BED (TRAIL)
 HX0699'FROM THE POST OFFICE AT SLATY FORK, THENCE ABOUT 1.8 MILES
 HX0699'SOUTHWEST ALONG U.S. FORESTRY ROAD 24, THENCE ABOUT 0.55 MILES
 HX0699'NORTHWEST ALONG U.S. FORESTRY ROAD 24-A LEADING TO SHARPS KNOB
 HX0699'LOOKOUT TOWER, SET ON TOP OF THE SOUTHEAST END OF A 18-BY-7
 HX0699'FOOT BOULDER THAT IS NEAR THE NORTHWEST EDGE OF THE TOWER,
 HX0699'9 1/2 FEET NORTHWEST OF THE SOUTHWEST STEEL LEG OF THE TOWER, 13
 HX0699'FEET SOUTHWEST OF THE NORTHWEST STEEL LEG OF THE TOWER, 1 FOOT
 HX0699'NORTHWEST OF THE SOUTHEAST END OF THE BOULDER, 58 FEET EAST BY
 HX0699'SOUTHEAST OF SHARP STATION, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX0699'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2231 ***********************************************************************
 HY2231  DESIGNATION -  GEBHART AZ MK
 HY2231  PID         -  HY2231
 HY2231  STATE/COUNTY-  WV/CABELL
 HY2231  USGS QUAD   -  ATHALIA (1985)
 HY2231
 HY2231                         *CURRENT SURVEY CONTROL
 HY2231  ___________________________________________________________________
 HY2231* NAD 83(1995)-  38 31 44.47639(N)    082 15 20.06457(W)     ADJUSTED  
 HY2231* NAVD 88     -       298.4    (meters)     979.     (feet)  VERTCON   
 HY2231  ___________________________________________________________________
 HY2231  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 HY2231  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HY2231
 HY2231  HORZ ORDER  -  SECOND
 HY2231
 HY2231.The horizontal coordinates were established by classical geodetic methods
 HY2231.and adjusted by the National Geodetic Survey in April 1998..
 HY2231
 HY2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2231
 HY2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2231
 HY2231.The geoid height was determined by GEOID03.
 HY2231
 HY2231;                    North         East     Units Scale Factor Converg.
 HY2231;SPC WV S     -   170,447.626   490,526.324   MT  0.99994371   -0 46 34.3
 HY2231;SPC OH S     -    58,758.545   621,314.406   MT  1.00004644   +0 09 18.3
 HY2231;UTM  17      - 4,265,260.701   390,558.622   MT  0.99974750   -0 46 55.9
 HY2231
 HY2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2231!SPC WV S     -   0.99995840  x   0.99994371  =   0.99990211
 HY2231!SPC OH S     -   0.99995840  x   1.00004644  =   1.00000484
 HY2231!UTM  17      -   0.99995840  x   0.99974750  =   0.99970591
 HY2231
 HY2231                          SUPERSEDED SURVEY CONTROL
 HY2231
 HY2231  NAD 83(1995)-  38 31 44.47947(N)    082 15 20.06795(W) AD(       ) 2
 HY2231  NAD 83(1986)-  38 31 44.48404(N)    082 15 20.06944(W) AD(       ) 2
 HY2231  NAD 27      -  38 31 44.17946(N)    082 15 20.53839(W) AD(       ) 2
 HY2231  NGVD 29 (07/19/86)  298.6    (m)          980.     (f) VERT ANG       
 HY2231
 HY2231.Superseded values are not recommended for survey control.
 HY2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2231.See file dsdata.txt to determine how the superseded data were derived.
 HY2231
 HY2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9055965261(NAD 83)
 HY2231_MARKER: DD = SURVEY DISK
 HY2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2231_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2231
 HY2231  HISTORY     - Date     Condition        Report By
 HY2231  HISTORY     - 1976     MONUMENTED       NGS
 HY2231
 HY2231                          STATION DESCRIPTION
 HY2231
 HY2231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2231'AN EDM TRAVERSE TIE WAS MADE FROM GEBHART 1883.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2229 ***********************************************************************
 HY2229  DESIGNATION -  GEBHART RESET
 HY2229  PID         -  HY2229
 HY2229  STATE/COUNTY-  WV/CABELL
 HY2229  USGS QUAD   -  ATHALIA (1985)
 HY2229
 HY2229                         *CURRENT SURVEY CONTROL
 HY2229  ___________________________________________________________________
 HY2229* NAD 83(1995)-  38 31 45.71994(N)    082 15 10.79389(W)     ADJUSTED  
 HY2229* NAVD 88     -       317.53   (+/-2cm)    1041.8    (feet)  VERTCON   
 HY2229  ___________________________________________________________________
 HY2229  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 HY2229  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HY2229
 HY2229  HORZ ORDER  -  FIRST
 HY2229  VERT ORDER  -  THIRD ? (See Below)
 HY2229
 HY2229.The horizontal coordinates were established by classical geodetic methods
 HY2229.and adjusted by the National Geodetic Survey in April 1998..
 HY2229
 HY2229.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2229.The vertical order pertains to the NGVD 29 superseded value.
 HY2229
 HY2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2229
 HY2229.The geoid height was determined by GEOID03.
 HY2229
 HY2229;                    North         East     Units Scale Factor Converg.
 HY2229;SPC WV S     -   170,482.927   490,751.359   MT  0.99994375   -0 46 28.6
 HY2229;SPC OH S     -    58,797.502   621,538.861   MT  1.00004635   +0 09 24.2
 HY2229;UTM  17      - 4,265,295.971   390,783.618   MT  0.99974689   -0 46 50.1
 HY2229
 HY2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2229!SPC WV S     -   0.99995540  x   0.99994375  =   0.99989916
 HY2229!SPC OH S     -   0.99995540  x   1.00004635  =   1.00000175
 HY2229!UTM  17      -   0.99995540  x   0.99974689  =   0.99970230
 HY2229
 HY2229|---------------------------------------------------------------------|
 HY2229| PID    Reference Object                     Distance      Geod. Az  |
 HY2229|                                                           dddmmss.s |
 HY2229| DB9433 GEBHART RM 1                         22.974 METERS 03103     |
 HY2229| HY2217 BARKERS RIDGE TV STA WHTN MAST      APPROX. 4.6 KM 1241211.3 |
 HY2229| HY2216 BARKERS RIDGE TV STA WSAZ MAST      APPROX. 3.6 KM 1260437.3 |
 HY2229| HY2260 BARKER RIDGE TV STA MAST WMUL       APPROX. 5.9 KM 1294113.2 |
 HY2229| DB9434 GEBHART RM 2                         18.320 METERS 15308     |
 HY2229| HY2275 DAVIS 2                             APPROX.21.7 KM 2035449.4 |
 HY2229| HY2232 GEBHART AZ MK A PT                  232.612 METERS 25913     |
 HY2229| HY2231 GEBHART AZ MK                       227.801 METERS 26019     |
 HY2229|---------------------------------------------------------------------|
 HY2229
 HY2229                          SUPERSEDED SURVEY CONTROL
 HY2229
 HY2229  NAD 83(1995)-  38 31 45.72304(N)    082 15 10.79727(W) AD(       ) 1
 HY2229  NAD 83(1986)-  38 31 45.72759(N)    082 15 10.79879(W) AD(       ) 1
 HY2229  NAD 27      -  38 31 45.42300(N)    082 15 11.26800(W) AD(       ) 1
 HY2229  NGVD 29 (07/19/86)  317.71   (m)         1042.4    (f) LEVELING    3  
 HY2229
 HY2229.Superseded values are not recommended for survey control.
 HY2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2229.See file dsdata.txt to determine how the superseded data were derived.
 HY2229
 HY2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9078465296(NAD 83)
 HY2229_MARKER: N = NAIL
 HY2229_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HY2229_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HY2229
 HY2229  HISTORY     - Date     Condition        Report By
 HY2229  HISTORY     - 1883     MONUMENTED       CGS
 HY2229  HISTORY     - 1934     SEE DESCRIPTION  CGS
 HY2229  HISTORY     - 1976     GOOD             NGS
 HY2229
 HY2229                          STATION DESCRIPTION
 HY2229
 HY2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (ATM)
 HY2229'STATION IS ON UNION RIDGE, ABOUT 4 MILES FRON LA SAGES LANDING ON THE
 HY2229'OHIO RIVER, AND ABOUT 150 METERS E OF THE HOME OF JOHN GEBHARDT.
 HY2229'
 HY2229'THE STATION IS MARKED BY A NAIL SET IN CONCRETE AT THE CENTER OF THE
 HY2229'TOP OF A TILE 6 INCHES IN DIAMETER AND 2 FEET LONG.  THE TILE IS
 HY2229'FILLED WITH CONCRETE AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 HY2229'THE UNDERGROUND MARK IS AN EARTHENWARE PYRAMID SET ABOUT 2-1/2 OR 3
 HY2229'FEET BELOW THE SURFACE.  THERE ARE FOUR REFERENCE MARKS SIMILAR TO
 HY2229'THE SURFACE MARK AT THE STATION, EXCEPT THE TILES ARE ONLY 4 INCHES
 HY2229'IN DIAMETER.
 HY2229'
 HY2229'THE REFERENCE MARKS ARE AT THE FOLLOWING DISTANCES AND DIRECTIONS
 HY2229'FROM THE STATION--1.81 METERS N, 1.81 METERS E, 1.85 METERS S. AND
 HY2229'1.80 METERS W.
 HY2229
 HY2229                          STATION RECOVERY (1934)
 HY2229
 HY2229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HY2229'AN OLD COAST SURVEY STATION ON THE HIGHEST POINT OF UNION RIDGE, A
 HY2229'WOODED KNOLL ABOUT 250 YARDS E OF THE HOUSE OF ALBERT GEBHARDT, 160
 HY2229'YARDS SW OF ALBERT PERRYS HOUSE, AND 13 MILES NE OF HUNTINGTON, WEST
 HY2229'VIRGINIA, ABOUT 3.25 MILES ENE OF ATHALIA, OHIO.
 HY2229'
 HY2229'THE OLD STATION MARK AND THE S AND W REFERENCE MARKS WERE RECOVERED
 HY2229'AS DESCRIBED IN THE OLD DESCRIPTION.
 HY2229'
 HY2229'THE OLD UNDERGROUND MARK, AN EARTHENWARE PYRAMID ABOUT 3 FEET
 HY2229'UNDERGROUND, WAS LEFT UNDISTURBED BUT A NEW SURFACE MARK, A STANDARD
 HY2229'DISK SET IN CONCRETE WAS CENTERED OVER OLD MARK.  THE OLD S AND W
 HY2229'REFERENCE MARKS, 6 INCH ROUND TILE FILLED WITH CONCRETE, WERE LEFT
 HY2229'BUT THEY HAVE EVIDENTLY BEEN DISTURBED BECAUSE THE OLD DISTANCES DO
 HY2229'NOT CHECK.
 HY2229'
 HY2229'TWO ADDITIONAL REFERENCE MARKS AND AN AZIMUTH MARK, STANDARD DISKS IN
 HY2229'CONCRETE WERE ESTABLISHED.
 HY2229'
 HY2229'TO REACH STATION FROM HUNTINGTON, TAKE FIFTH AVENUE, E TO 20TH
 HY2229'STREET, CONTINUE E ON STATE HIGHWAY 5 FOR 7.8 MILES, TURN RIGHT JUST
 HY2229'AFTER CROSSING SEVEN MILE CREEK BRIDGE.  FOLLOW THIS ROAD UP HEAD OF
 HY2229'CREEK FOR 5.8 MILES, TURN SHARP LEFT AND CONTINUE ABOUT 100 YARDS,
 HY2229'TAKE LEFT FORK.  CONTINUE 1.3 MILES, TURN LEFT AT CROSSROADS AND
 HY2229'FOLLOW MAIN ROAD FOR 1.8 MILES AND TAKE LEFT FORK.  FOLLOW THIS FOR
 HY2229'0.45 MILE TO TOP OF RISE.  STATION IS ON TOP OF KNOLL ABOUT 100
 HY2229'YARDS SE OF THE ROAD, 50 FEET ABOVE ROAD, IN THE CENTER OF GRASSY
 HY2229'SPOT, 40 FEET NW OF FENCE LINE, 37.7 FEET WNW OF 12 INCH BLACK
 HY2229'WALNUT TREE, ABOUT 60 FEET SE OF ROWS OF TREES.
 HY2229'
 HY2229'REFERENCE MARK NO.1 IS NE OF THE STATION ALONG FENCE LINE.
 HY2229'
 HY2229'REFERENCE MARK NO.2 IS SSE OF THE STATION, 10 FEET N OF LARGE DEAD
 HY2229'TREE.
 HY2229'
 HY2229'AZIMUTH MARK IS W OF STATION ON RIGHT SIDE OF ROAD, 24 FEET ACROSS
 HY2229'ROAD FROM BARN IN FORKS OF ROAD, 25 YARDS BEYOND INTERSECTION OF MAIN
 HY2229'AND PRIVATE ROAD, 12 FEET E OF CENTER LINE.
 HY2229'
 HY2229'NOTE--THE NAME OF THIS STATION HAS BEEN MISSPELLED.  THE STATION AND
 HY2229'OTHER MARKS HAVE BEEN MARKED GEBHART.
 HY2229'
 HY2229'A 37 FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 HY2229
 HY2229                          STATION RECOVERY (1976)
 HY2229
 HY2229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2229'STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HY2229'RECOVERED IN GOOD CONDITION.  A DIFFERENCE OF 0.2 FOOT SHORTER
 HY2229'MEASUREMENT WAS NOTED IN THE DISTANCE AND A DIFFERENCE OF
 HY2229'04 MINUTES 38.0 SECONDS WAS NOTED AND VERIFIED TO REFERENCE
 HY2229'MARK 1.  A DIFFERENCE OF 0.6 FOOT LONGER MEASUREMENT WAS NOTED
 HY2229'IN THE DISTANCE AND A DIFFERENCE OF 1 MINUTE 21.3 SECONDS WAS
 HY2229'NOTED AND VERIFIED TO REFERENCE MARK 2.  IN THE 1934
 HY2229'DESCRIPTION THE DISTANCE TO THE AZIMUTH MARK WAS NOTED AS
 HY2229'BEING 1.5 MILES AND SHOULD HAVE BEEN 0.15 MILE, THE DIRECTION
 HY2229'CHECKED ADEQUATELY.
 HY2229'
 HY2229'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 HY2229'
 HY2229'STATION IS ABOUT 6 MILES SOUTH OF GLENWOOD, WEST VIRGINIA,
 HY2229'4 MILES NORTHEAST OF ATHALIA, OHIO, 3 MILES EAST OF THE OHIO
 HY2229'RIVER AND ON PROPERTY OWNED BY MRS. ALBERT GEBHARDT, WHO
 HY2229'LIVES ABOUT 0.15 MILE WEST OF THE STATION.
 HY2229'
 HY2229'TO REACH THE STATION FROM THE POST OFFICE IN GLENWOOD, WEST
 HY2229'VIRGINIA, GO WEST AND SOUTH ON STATE HIGHWAY 2 FOR 7.0 MILES
 HY2229'TO A SIDE ROAD LEFT, OPPOSITE THE GREEN ACRES SCHOOL.  TURN
 HY2229'LEFT, THEN RIGHT FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 HY2229'AND GO EASTERLY ON CLUTTS ROAD FOR 1.2 MILES TO THE TOP OF A
 HY2229'RIDGE AND A CROSSROAD.  TURN LEFT AND GO EASTERLY ON A PAVED
 HY2229'ROAD FOR 2.5 MILES TO A FORK.  KEEP RIGHT FORK AND GO
 HY2229'SOUTHWESTERLY FOR 0.6 MILE TO A WOODEN GATE ON THE LEFT.
 HY2229'(AZIMUTH MARK IS AHEAD 0.05 MILE ON THE RIGHT.) TURN LEFT
 HY2229'PASSING THROUGH THE GATE AND GO SOUTH FOR 0.05 MILE TO A
 HY2229'FORK.  KEEP LEFT FOR ABOUT 75 FEET, TURN LEFT UPHILL FOR 0.05
 HY2229'MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE
 HY2229'NORTHEASTERLY ON OLD GROWN UP TRACK ROAD FOR 0.05 MILE TO
 HY2229'THE STATION.
 HY2229'
 HY2229'STATION MARK IS A STANDARD DISK STAMPED---GEBHART 1883 1934---.
 HY2229'IT IS SET IN THE TOP OF A 16-INCH CYLINDRICAL CONCRETE MONUMENT
 HY2229'THAT IS FLUSH WITH THE GROUND.  IT IS 4 FEET SOUTHWEST OF A
 HY2229'METAL WITNESS POST.  THE UNDERGROUND MARK IS MARKED BY AN
 HY2229'OLD EARTHENWARE PYRAMID ABOUT 36 INCHES BELOW THE GROUND.
 HY2229'
 HY2229'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---GEBHART 1883 NO 1
 HY2229'1934---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HY2229'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET
 HY2229'SOUTH OF A METAL WITNESS POST.  ABOUT 2 FEET LOWER THAN THE
 HY2229'STATION.
 HY2229'
 HY2229'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---GEBHART 1883 NO 2
 HY2229'1934---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HY2229'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 2.5 FEET NORTH
 HY2229'OF A METAL WITNESS POST.  ABOUT 1 FOOT LOWER THAN THE STATION.
 HY2229'
 HY2229'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK
 HY2229'STAMPED---GEBHART AZI 1883 1934---, SET IN THE TOP OF A 12-INCH
 HY2229'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 HY2229'GROUND.  IT IS 69 FEET NORTHWEST OF THE CENTER OF THE PAVED
 HY2229'ROAD, 24 FEET NORTH OF THE NORTHEAST CORNER OF A GARAGE, AND
 HY2229'12 FEET NORTH OF THE CENTER OF A PRIVATE DRIVEWAY.
 HY2229'
 HY2229'NO MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 2 DUE TO DIFFICULT
 HY2229'TERRAIN AND TREES.
 HY2229'HEIGHT OF LIGHT ABOVE THE MARK WAS 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3056 ***********************************************************************
 HX3056  DESIGNATION -  GEOCEIVER STA 004
 HX3056  PID         -  HX3056
 HX3056  STATE/COUNTY-  WV/KANAWHA
 HX3056  USGS QUAD   -  CHARLESTON EAST (1976)
 HX3056
 HX3056                         *CURRENT SURVEY CONTROL
 HX3056  ___________________________________________________________________
 HX3056* NAD 83(1995)-  38 22 10.91585(N)    081 35 26.39831(W)     ADJUSTED  
 HX3056* NAVD 88     -       292.0    (meters)     958.     (feet)  VERTCON   
 HX3056  ___________________________________________________________________
 HX3056  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 HX3056  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HX3056
 HX3056  HORZ ORDER  -  THIRD
 HX3056
 HX3056.This mark is at Yeager Airport (CRW)
 HX3056
 HX3056.The horizontal coordinates were established by classical geodetic methods
 HX3056.and adjusted by the National Geodetic Survey in April 1998..
 HX3056
 HX3056.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3056
 HX3056.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3056
 HX3056.The geoid height was determined by GEOID03.
 HX3056
 HX3056;                    North         East     Units Scale Factor Converg.
 HX3056;SPC WV S     -   152,186.102   548,385.780   MT  0.99993089   -0 21 54.5
 HX3056;UTM  17      - 4,247,000.264   448,402.298   MT  0.99963279   -0 21 60.0
 HX3056
 HX3056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3056!SPC WV S     -   0.99995936  x   0.99993089  =   0.99989026
 HX3056!UTM  17      -   0.99995936  x   0.99963279  =   0.99959217
 HX3056
 HX3056|---------------------------------------------------------------------|
 HX3056| PID    Reference Object                     Distance      Geod. Az  |
 HX3056|                                                           dddmmss.s |
 HX3056| AE2212 GEOCEIVER STA 004 RM 1               23.695 METERS 01121     |
 HX3056| DC3463 GEOCEIVER STA 004 RM 2               21.745 METERS 14212     |
 HX3056| HX3057 GEOCEIVER STA 004 A PT               22.882 METERS 19402     |
 HX3056| DC3975 CHARLESTON RAD STA WKNE MAST                       2581918.2 |
 HX3056|---------------------------------------------------------------------|
 HX3056
 HX3056                          SUPERSEDED SURVEY CONTROL
 HX3056
 HX3056  NAD 83(1995)-  38 22 10.92349(N)    081 35 26.40298(W) AD(       ) 3
 HX3056  NAD 83(1986)-  38 22 10.92579(N)    081 35 26.40309(W) AD(       ) 3
 HX3056  NAD 27      -  38 22 10.57621(N)    081 35 26.96239(W) AD(       ) 3
 HX3056  NGVD 29 (07/19/86)  292.2    (m)          959.     (f) VERT ANG       
 HX3056
 HX3056.Superseded values are not recommended for survey control.
 HX3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3056.See file dsdata.txt to determine how the superseded data were derived.
 HX3056
 HX3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4840247000(NAD 83)
 HX3056_MARKER: DS = TRIANGULATION STATION DISK
 HX3056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3056_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HX3056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX3056+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HX3056
 HX3056  HISTORY     - Date     Condition        Report By
 HX3056  HISTORY     - 1973     MONUMENTED       NGS
 HX3056  HISTORY     - 1986     GOOD
 HX3056
 HX3056                          STATION DESCRIPTION
 HX3056
 HX3056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (GWP)
 HX3056'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES NORTHEAST OF THE
 HX3056'CITY OF CHARLESTON.  IT IS ON PROPERTY OWNED BY THE KANAWHA AIRPORT,
 HX3056'AND ON THE AIRPORT PROPER, JUST ADJACENT TO THE LEASE LINE OF THE
 HX3056'AIR NATIONAL GUARD BASE, 246 FEET SOUTH-SOUTHWEST OF BUILDING NO.
 HX3056'119, ON THE AIR NATIONAL GUARD BASE.
 HX3056'
 HX3056'TO REACH THE STATION FROM THE NORTH SIDE OF THE CAPITAL BUILDING
 HX3056'IN CHARLESTON, GO NORTHWEST ON WASHINGTON ST. FOR 0.15 MILE TO THE
 HX3056'JUNCTION OF U.S. HIGHWAY 119 AND STATE HIGHWAY 114.  TURN RIGHT AND
 HX3056'GO NORTHEAST ON GREENBRIAR ST. AND HIGHWAY 114 FOR 1.85 MILES TO
 HX3056'AIRPORT ROAD ON THE LEFT.  CONTINUE ON HIGHWAY 114 FOR 0.9 MILE
 HX3056'TO COONSKIN DR. ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON
 HX3056'COONSKIN DR. FOR 0.6 MILE TO COMMANDO ROAD AND THE ENTRANCE TO
 HX3056'THE AIR NATIONAL GUARD BASE ON THE LEFT.  BEAR LEFT AND GO
 HX3056'NORTHWEST ON COMMANDO ROAD FOR 0.75 MILE TO THE SECOND GATE
 HX3056'AND THE GUARD HOUSE.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO
 HX3056'BUILDING 119.  BEAR RIGHT AND GO SOUTHWEST ABOUT 0.1 MILE TO THE
 HX3056'STATION ON THE GRASS APRON SEPARATING THE RUNWAY AND THE
 HX3056'FUEL STORAGE AREA.
 HX3056'
 HX3056'STATION MARKS ARE STANDARD DISKS, STAMPED GEOCEIVER STA NO 004
 HX3056'1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HX3056'IS FLUSH WITH THE GROUND SURFACE.  IT IS 246 FEET SOUTH-SOUTHWEST
 HX3056'OF THE SOUTHWEST CORNER OF BUILDING 119, 94 FEET NORTHEAST OF THE
 HX3056'EDGE OF THE TAXIWAY, AND 7.8 FEET SOUTH OF A METAL WARNING SIGN
 HX3056'DEPICTING THE PERIMETER OF THE WEST VIRGINIA AIR NATIONAL GUARD
 HX3056'BASE.  THE UNDERGROUND DISK IS SET APPROXIMATELY 28 INCHES
 HX3056'BELOW THE GROUND SURFACE.
 HX3056'
 HX3056'REFERENCE MARK 1, A STANDARD DISK STAMPED, GEOCEIVER STA NO 004
 HX3056'NO 1 1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HX3056'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 175 FEET
 HX3056'SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING NO 119, 80.5 FEET
 HX3056'SOUTHWEST OF A CEILING LIGHT PROJECTOR, AND 70.5 NORTHEAST OF A
 HX3056'METAL WARNING SIGN DEPICTING THE PERIMETER OF THE AIR NATIONAL
 HX3056'GUARD BASE.
 HX3056'
 HX3056'REFERENCE MARK 2, A STANDARD DISK STAMPED, GEOCEIVER STA NO 004
 HX3056'NO 2 1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HX3056'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 125 FEET
 HX3056'SOUTH WEST OF THE FUEL STORAGE AREA, 123 FEET NORTHEAST OF THE
 HX3056'TAXIWAY, AND 78.5 FEET SOUTH-SOUTHEAST OF THE METAL WARNING SIGN
 HX3056'DEPICTING THE PERIMETER OF THE AIR NATIONAL GUARD BASE.
 HX3056
 HX3056                          STATION RECOVERY (1986)
 HX3056
 HX3056'RECOVERED 1986
 HX3056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1449 ***********************************************************************
 JW1449  DESIGNATION -  GEORGE
 JW1449  PID         -  JW1449
 JW1449  STATE/COUNTY-  WV/HARDY
 JW1449  USGS QUAD   -  BAKER (1971)
 JW1449
 JW1449                         *CURRENT SURVEY CONTROL
 JW1449  ___________________________________________________________________
 JW1449* NAD 83(1995)-  39 00 29.36913(N)    078 38 43.48381(W)     ADJUSTED  
 JW1449* NAVD 88     -       827.9    (meters)    2716.     (feet)  VERTCON   
 JW1449  ___________________________________________________________________
 JW1449  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 JW1449  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JW1449
 JW1449  HORZ ORDER  -  FIRST
 JW1449
 JW1449.The horizontal coordinates were established by classical geodetic methods
 JW1449.and adjusted by the National Geodetic Survey in April 1998..
 JW1449
 JW1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1449
 JW1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1449
 JW1449.The geoid height was determined by GEOID03.
 JW1449
 JW1449;                    North         East     Units Scale Factor Converg.
 JW1449;SPC WV N     -    56,766.416   674,020.139   MT  0.99999847   +0 32 42.1
 JW1449;UTM  17      - 4,320,319.525   703,876.517   MT  1.00011184   +1 28 57.2
 JW1449
 JW1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1449!SPC WV N     -   0.99987526  x   0.99999847  =   0.99987373
 JW1449!UTM  17      -   0.99987526  x   1.00011184  =   0.99998708
 JW1449
 JW1449|---------------------------------------------------------------------|
 JW1449| PID    Reference Object                     Distance      Geod. Az  |
 JW1449|                                                           dddmmss.s |
 JW1449| CJ9854 GEORGE RM 1                           6.468 METERS 02704     |
 JW1449| CJ9855 GEORGE RM 2                           4.880 METERS 18043     |
 JW1449| CJ9853 GEORGE AZ MK                                       2103625.5 |
 JW1449|---------------------------------------------------------------------|
 JW1449
 JW1449                          SUPERSEDED SURVEY CONTROL
 JW1449
 JW1449  NAD 83(1995)-  39 00 29.37077(N)    078 38 43.48435(W) AD(       ) 1
 JW1449  NAD 83(1995)-  39 00 29.37195(N)    078 38 43.48852(W) AD(       ) 1
 JW1449  NAD 83(1986)-  39 00 29.37279(N)    078 38 43.48894(W) AD(       ) 1
 JW1449  NAD 27      -  39 00 28.98660(N)    078 38 44.43970(W) AD(       ) 1
 JW1449  NGVD 29 (07/19/86)  828.0    (m)         2717.     (f) VERT ANG       
 JW1449
 JW1449.Superseded values are not recommended for survey control.
 JW1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1449.See file dsdata.txt to determine how the superseded data were derived.
 JW1449
 JW1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD0387720320(NAD 83)
 JW1449_MARKER: DS = TRIANGULATION STATION DISK
 JW1449_SETTING: 66 = SET IN ROCK OUTCROP
 JW1449_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 JW1449
 JW1449  HISTORY     - Date     Condition        Report By
 JW1449  HISTORY     - 1941     MONUMENTED       CGS
 JW1449  HISTORY     - 1952     GOOD             CGS
 JW1449  HISTORY     - 1956     GOOD             CGS
 JW1449
 JW1449                          STATION DESCRIPTION
 JW1449
 JW1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1449'STATION IS ABOUT 6
 JW1449'MILES SW OF
 JW1449'WARDENSVILLE ON THE HIGHEAST POINT OF A ROCKY, BRUSH
 JW1449'COVERED KNOB IN THE GEORGE
 JW1449'WASHINGTON NATIONAL FOREST.  THIS KNOB
 JW1449'IS THE MOST SOUTHERLY AND SLIGHTLY HIGHER OF
 JW1449'2 SUCH KNOBS.
 JW1449'
 JW1449'STATION MARK IS A STANDARD BRONZE DISK IN A DRILL HOLE, SET
 JW1449'FLUSH, IN BEDROCK
 JW1449'1 BY 6 FEET THAT IS FLUSH, AND IS STAMPED GEORGE 1941.
 JW1449'
 JW1449'REFERENCE MARK NO. 1 IS ON THE N EDGE OF THE RIDGE AND IS A
 JW1449'STANDARD BRONZE
 JW1449'DISK IN A DRILL HOLE SET IN A 8- BY 3-FOOT BOULDER,
 JW1449'STAMPED GEORGE NO. 1 1941.
 JW1449'
 JW1449'REFERENCE MARK NO. 2 IS ON THE S EDGE OF THE RIDGE, AND IS A
 JW1449'STANDAD BRONZE
 JW1449'DISK IN A DRILL HOLE, SET FLUSH, IN A 3- BY 1-FOOT
 JW1449'ROCK OUTCROP THAT PROJECTS ABOUT
 JW1449'4 INCHES AND IS STAMPED GEORGE NO. 2 1941.
 JW1449'
 JW1449'THE AZIMUTH MARK IS A STANDARD BRONZE DISK IN A DRILL HOLE,
 JW1449'SET FLUSH IN A 3
 JW1449'1/2-BY 4-FOOT BOULDER ABOUT 2 FEET HIGH.
 JW1449'
 JW1449'THE AZIMUTH MARK IS IN THE S EDGE OF THE WOODS, 16 FEET N OF
 JW1449'THE CENTER OF THE
 JW1449'ROAD, JUST BEFORE REACHING A SMALL WOODEN BRIDGE
 JW1449'ACROSS A STREAM S OF THE ROAD.
 JW1449'
 JW1449'TO REACH THE STATION FROM THE POST OFFICE IN WARDENSVILLE GO
 JW1449'WESTERLY ON STATE
 JW1449'HIGHWAY 259 FOR 0.1 MILE TO A GRADED DIRT ROAD
 JW1449'TURNING BACK SHARP LEFT, TURN LEFT
 JW1449'ON THE GRAVEL ROAD AND FOLLOW
 JW1449'THE MAIN ROAD FOR 7.3 MILES TO A DIM TRAIL ROAD TO
 JW1449'THE LEFT (TRIANGLE
 JW1449'BLAZED TREE ON THE RIGHT).  (CONTINUE STRAIGHT AHEAD FOR 0.3
 JW1449'MILE TO THE
 JW1449'AZIMUTH MARK.) TURN LEFT ON THE DIM TRAIL ROAD AND
 JW1449'GO ABOUT 50 YARDS TO A STREAM
 JW1449'WHICH IS THE END OF TRUCK TRAVEL.
 JW1449'PACK EASTERLY UP THE POINT 1-1/2 MILES TO A
 JW1449'ROCKY KNOB AND THE
 JW1449'STATION AT THE HIGHEST POINT OF THE RIDGE.  PACK REQUIRES
 JW1449'ABOUT 1-1/4 HOURS.
 JW1449
 JW1449                          STATION RECOVERY (1952)
 JW1449
 JW1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 JW1449'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2
 JW1449'AND THE AZIMUTH MARK
 JW1449'WERE ALL RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JW1449'THE ORIGINAL DESCRIPTION
 JW1449'SUBMITTED IN 1933 IS ADEQUATE.
 JW1449'
 JW1449'FOLLOWING IS A NEW METHOD FOR REACHING THE STATION,
 JW1449'
 JW1449'TO REACH THE STATION FROM THE POST OFFICE IN WARDENSVILLE, GO SOUTH
 JW1449'ON STATE ROUTE 259 FOR
 JW1449'0.1 MILE TO A SIDE ROAD LEFT, (SIGN WOODSTOCK 28), TURN LEFT ON HARD
 JW1449'SURFACED ROAD WHICH CHANGES TO
 JW1449'GRAVEL FOR 7.4 MILES TO A SMALL WHITE HOUSE AND THE
 JW1449'END OF TRUCK TRAVEL. (*)
 JW1449'
 JW1449'FROM HERE CROSS SMALL BRIDGE AND BEAR LEFT CROSSING SMALL CREEK AND
 JW1449'FOLLOW A BLAZED TRAIL FOR
 JW1449'ABOUT 500 FEET TO A TRACK ROAD, TURN LEFT, NORTH AND FOLLOW TRACK
 JW1449'ROAD FOR 0.2 MILE TO A WELL BLAZED
 JW1449'TRAIL LEADING NORTH UP THE SIDE OF THE MOUNTAIN.
 JW1449'TAKE BLAZED TRAIL FOR ABOUT 2.0 MILES TO THE HIGHEST
 JW1449'ROCKY POINT AND THE STATION AS DESCRIBED.
 JW1449'
 JW1449'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON GRAVEL
 JW1449'ROAD FOR 0.3 MILE TO THE AZIMUTH
 JW1449'MARK ON THE RIGHT AS DESCRIBED.
 JW1449
 JW1449                          STATION RECOVERY (1956)
 JW1449
 JW1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1449'THE STATION WAS FOUND AS DESCRIBED AND THE MARKS WERE FOUND IN GOOD
 JW1449'CONDITION.  A COMPLETE NEW
 JW1449'DESCRIPTION IS AS FOLLOWS.
 JW1449'
 JW1449'THE STATION IS LOCATED, AIRLINE, ABOUT 12 MILES NORTH NORTHWEST OF
 JW1449'WOODSTOCK, 6 MILES SOUTHWEST
 JW1449'OF WARDENSVILLE, 5 MILES SOUTHEAST OF BAKER, 1 MILE NORTHEAST OF THE
 JW1449'JUNCTION OF TROUT RUN AND HALFMOON
 JW1449'RUN.  IT IS ON THE HIGHEST POINT OF A ROCKY, BURSH
 JW1449'COVERED KNOB IN THE GEORGE WASHINGTON NATIONAL
 JW1449'FOREST.  THIS KNOB IS THE MOST SOUTHERLY
 JW1449'AND SLIGHTLY HIGHER OF 2 SUCH KNOBS.
 JW1449'
 JW1449'THE STATION MARK IS A STANDARD DISK STAMPED GEORGE 1941 SET IN A
 JW1449'SMALL OUTCROPPING OF BEDROCK
 JW1449'THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 JW1449'
 JW1449'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GEORGE NO 1 1941
 JW1449'SET IN A DRILL HOLE IN A
 JW1449'LARGE OUTCROPPING OF BEDROCK THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 JW1449'THE MARK IS 2 FEET LOWER THAN THE STATION.
 JW1449'
 JW1449'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GEORGE NO 2 1941
 JW1449'SET IN A DRILL HOLE IN A
 JW1449'LARGE OUTCROPPING OF BEDROCK THAT PROJECTS 8 INCHES ABOVE THE GROUND.
 JW1449'THE MARK IS 1 FOOT LOWER THAN THE STATION.
 JW1449'
 JW1449'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GEORGE 1941 SET IN A
 JW1449'DRILL HOLE IN A LARGE
 JW1449'BOULDER THAT PROJECTS 1 FOOT ABOVE THE GROUND.  THE MARK IS 24 FEET
 JW1449'WEST OF A SIDE ROAD, 16 FEET WEST
 JW1449'OF THE CENTERLINE OF A GRAVELED ROAD AND 5 FEET SOUTHEAST OF
 JW1449'A WHITE RIGHT-OF-WAY POST.
 JW1449'
 JW1449'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WARDENSVILLE GO
 JW1449'SOUTH ON STATE HIGHWAY 259
 JW1449'FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT ON A HARD SURFACED ROAD
 JW1449'WHICH CHANGES TO GRAVEL FOR 7.3
 JW1449'MILES TO A SMALL WHITE HOUSE ON THE LEFT AND FOREST SERVICE
 JW1449'SIGN READING WAITES RUN 5 AND HALF MOON L.O
 JW1449'2-1/2 AND THE END OF 2 WHEEL DRIVE TRUCK
 JW1449'TRAVEL.  TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE
 JW1449'STRAIGHT AHEAD ON THE GRAVELED
 JW1449'ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE
 JW1449'RIGHT.  USING A 4 WHEEL DRIVE
 JW1449'TRUCK TURN LEFT AND GO EASTERLY CROSSING A BRIDGE AT THE NORTHEAST
 JW1449'CORNER OF THE WHITE HOUSE FOR 0.15 TO
 JW1449'WHERE THE MAIN ROAD TURNS LEFT OVER A STREAM.
 JW1449'TAKE THE RIGHT FORK (TRAIL) AND CONTINUE EAST UP A
 JW1449'HOLLOW FOR 1.7 MILES TO A FORK IN THE
 JW1449'TRAIL AT SIGN BEACON AND THE END OF TRUCK TRAVEL.  PACK NORTHEASTERLY
 JW1449'UP THE LEFT FORK OF THE TRAIL
 JW1449'FOR 10 MINUTES TO THE TOP OF A SMALL SADDLE AND SIGN WAITES RUN 3
 JW1449'TROUT RUN 2-1/2.  PACK LEFT
 JW1449'NORTHWESTERLY ALONG THE CREST OF THE RIDGE FOLLOWING A TRAIL
 JW1449'FOR 20 MINUTES TO THE HALF MOON LOOKOUT HOUSE.
 JW1449'FROM THE LOOKOUT HOUSE CONTINUE NORTHWESTERLY
 JW1449'ALONG THE HIGHEST PART OF THE RIDGE FOR 1 HOUR PACKING TIME TO
 JW1449'THE HIGHEST POINT OF
 JW1449'THE KNOB AND THE STATION AS DESCRIBED.
 JW1449'*
 JW1449'*NOTE- GET KEY TO A LOCKED WOODEN GATE AT THE
 JW1449'NORTHEAST CORNER OF THE WHITE HOUSE
 JW1449'FROM MR. RUDDY IN WARDENSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1166 ***********************************************************************
 HW1166  DESIGNATION -  GG 60
 HW1166  PID         -  HW1166
 HW1166  STATE/COUNTY-  WV/HARDY
 HW1166  USGS QUAD   -  LOST CITY (1994)
 HW1166
 HW1166                         *CURRENT SURVEY CONTROL
 HW1166  ___________________________________________________________________
 HW1166* NAD 83(1986)-  38 55 38.     (N)    078 50 14.     (W)     SCALED    
 HW1166* NAVD 88     -       443.261  (meters)    1454.27   (feet)  ADJUSTED  
 HW1166  ___________________________________________________________________
 HW1166  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HW1166  DYNAMIC HT  -         442.953 (meters)    1453.26  (feet)  COMP
 HW1166  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 HW1166
 HW1166  VERT ORDER  -  SECOND    CLASS 0
 HW1166
 HW1166.The horizontal coordinates were scaled from a topographic map and have
 HW1166.an estimated accuracy of +/- 6 seconds.
 HW1166
 HW1166.The orthometric height was determined by differential leveling
 HW1166.and adjusted by the National Geodetic Survey in June 1991..
 HW1166
 HW1166.The geoid height was determined by GEOID03.
 HW1166
 HW1166.The dynamic height is computed by dividing the NAVD 88
 HW1166.geopotential number by the normal gravity value computed on the
 HW1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1166.degrees latitude (g = 980.6199 gals.).
 HW1166
 HW1166.The modeled gravity was interpolated from observed gravity values.
 HW1166
 HW1166;                    North         East    Units  Estimated Accuracy
 HW1166;SPC WV N     -    47,640.      657,470.      MT  (+/- 180 meters Scaled)
 HW1166
 HW1166                          SUPERSEDED SURVEY CONTROL
 HW1166
 HW1166  NGVD 29 (??/??/92)  443.402  (m)         1454.73   (f) ADJ UNCH    2 0
 HW1166
 HW1166.Superseded values are not recommended for survey control.
 HW1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1166.See file dsdata.txt to determine how the superseded data were derived.
 HW1166
 HW1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD874109(NAD 83)
 HW1166_MARKER: DD = SURVEY DISK
 HW1166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1166_SP_SET: BRIDGE
 HW1166_STAMPING: GG 60 1935
 HW1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1166
 HW1166  HISTORY     - Date     Condition        Report By
 HW1166  HISTORY     - 1935     MONUMENTED       CGS
 HW1166  HISTORY     - 1962     GOOD             NGS
 HW1166
 HW1166                          STATION DESCRIPTION
 HW1166
 HW1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1166'0.3 MI S FROM LOST CITY.
 HW1166'0.3 MILE SOUTH ALONG FORMER STATE HIGHWAY 58 FROM THE HISHMAN
 HW1166'STORE AT LOST CITY, HARDY COUNTY, AT THE NORTHEAST END OF THE
 HW1166'CONCRETE BRIDGE OVER LOWER COVE RUN, IN THE TOP OF THE CONCRETE
 HW1166'GUARDRAIL, 18 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 HW1166'AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 HW1166'GG 60 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2872 ***********************************************************************
 HX2872  DESIGNATION -  GIBSON
 HX2872  PID         -  HX2872
 HX2872  STATE/COUNTY-  WV/POCAHONTAS
 HX2872  USGS QUAD   -  MINGO (1995)
 HX2872
 HX2872                         *CURRENT SURVEY CONTROL
 HX2872  ___________________________________________________________________
 HX2872* NAD 83(1995)-  38 22 41.99085(N)    080 03 16.73113(W)     ADJUSTED  
 HX2872* NAVD 88     -      1034.9    (meters)    3395.     (feet)  VERTCON   
 HX2872  ___________________________________________________________________
 HX2872  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 HX2872  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HX2872
 HX2872  HORZ ORDER  -  THIRD
 HX2872
 HX2872.The horizontal coordinates were established by classical geodetic methods
 HX2872.and adjusted by the National Geodetic Survey in April 1998..
 HX2872
 HX2872.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2872
 HX2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2872
 HX2872.The geoid height was determined by GEOID03.
 HX2872
 HX2872;                    North         East     Units Scale Factor Converg.
 HX2872;SPC WV S     -   153,400.989   682,597.146   MT  0.99993138   +0 35 03.9
 HX2872;UTM  17      - 4,248,215.908   582,572.072   MT  0.99968397   +0 35 13.0
 HX2872
 HX2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2872!SPC WV S     -   0.99984242  x   0.99993138  =   0.99977381
 HX2872!UTM  17      -   0.99984242  x   0.99968397  =   0.99952644
 HX2872
 HX2872:                Primary Azimuth Mark                     Grid Az
 HX2872:SPC WV S     -  GIBSON AZ MK                             050 38 54.8
 HX2872:UTM  17      -  GIBSON AZ MK                             050 38 45.7
 HX2872
 HX2872|---------------------------------------------------------------------|
 HX2872| PID    Reference Object                     Distance      Geod. Az  |
 HX2872|                                                           dddmmss.s |
 HX2872| DC3464 GIBSON AZ MK                                       0511358.7 |
 HX2872| DC3465 GIBSON RM 1                           8.770 METERS 15335     |
 HX2872| DC3466 GIBSON RM 2                           9.618 METERS 24909     |
 HX2872|---------------------------------------------------------------------|
 HX2872
 HX2872                          SUPERSEDED SURVEY CONTROL
 HX2872
 HX2872  NAD 83(1986)-  38 22 41.99536(N)    080 03 16.74443(W) AD(       ) 3
 HX2872  NAD 27      -  38 22 41.57300(N)    080 03 17.48800(W) AD(       ) 3
 HX2872  NGVD 29 (07/19/86) 1035.0    (m)         3396.     (f) VERT ANG       
 HX2872
 HX2872.Superseded values are not recommended for survey control.
 HX2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2872.See file dsdata.txt to determine how the superseded data were derived.
 HX2872
 HX2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC8257248216(NAD 83)
 HX2872_MARKER: DS = TRIANGULATION STATION DISK
 HX2872_SETTING: 0 = UNSPECIFIED SETTING
 HX2872
 HX2872  HISTORY     - Date     Condition        Report By
 HX2872  HISTORY     - 1961     MONUMENTED       CGS
 HX2872
 HX2872                          STATION DESCRIPTION
 HX2872
 HX2872'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2872'STATION IS LOCATED ABOUT 12 MILES NORTH OF MARLINTON, ABOUT 5 MILES
 HX2872'SOUTHEAST OF
 HX2872'SLATYFORK AND ABOUT 3 MILES EAST OF U.S. HIGHWAY 219 ON A LARGE
 HX2872'GRASS COVERED HILL.
 HX2872'
 HX2872'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 HX2872'HIGHWAY 39 ON THE
 HX2872'WEST SIDE OF MARLINTON GO NORTH ON HIGHWAY 219 FOR 7.3
 HX2872'MILES TO THE TOP OF ELK MOUNTAIN AND
 HX2872'SIGN ELK MTN. ELEV. 3533.  CONTINUE
 HX2872'NORTH ON HIGHWAY 219 FOR 3.9 MILES TO A SIDE ROAD RIGHT
 HX2872'JUST BEFORE CROSSING
 HX2872'SMALL CONCRETE BRIDGE AND SOUTH OF A RED ASPHALT SHINGLED HOUSE.
 HX2872'TURN RIGHT ON DIRT
 HX2872'ROAD AND PASS THROUGH GATE AND GO 0.9 MILE TO FORK AND STONE
 HX2872'BUILDING ON RIGHT.  TAKE LEFT
 HX2872'FORK FOR ABOUT 75 YARDS TO GATE, PASS THROUGH
 HX2872'GATE AND CONTINUE UP ROCKY ROAD FOR 0.15 MILE TO
 HX2872'BOTTOM OF STEEP GRADE AND
 HX2872'GATE.  THIS IS END OF TRUCK TRAVEL WITH OUT 4-WHEEL DRIVE VEHICLE.
 HX2872'CONTINUE UP HILL 0.3 MILE
 HX2872'TO FORKS, TAKE RIGHT FORK FOR 0.3 MILE TO EDGE OF FIELD.
 HX2872'BEAR RIGHT AND FOLLOW TRACK ROAD
 HX2872'AROUND SOUTH AND EAST EDGE OF FIELD FOR
 HX2872'0.35 MILE TO WHERE TRACK ROAD ENTERS WOODS.
 HX2872'CONTINUE ON TRACK ROAD FOR
 HX2872'0.15 MILE TO BOARD GATE, PASS THROUGH GATE AND CONTINUE ON
 HX2872'TRACK ROAD FOR 0.2
 HX2872'MILE TO CREEK.  CROSS THE CREEK AND BEAR RIGHT AND GO ABOUT 150 FEET
 HX2872'AND CROSS THE SAME
 HX2872'CREEK.  BEAR LEFT KEEPING ON TRACK ROAD THROUGH PINES FOR
 HX2872'0.1 MILE TO A FIELD.  CROSS FIELD ON
 HX2872'TRACK ROAD AND GO 0.55 MILE TO BOTTOM
 HX2872'OF HILL AND END OF TRAVEL WITH A 4-WHEEL DRIVE VEHICLE.
 HX2872'FROM END OF VEHICLE
 HX2872'TRAVEL PACK EAST UP HILL TO STATION AS DESCRIBED.
 HX2872'
 HX2872'STATION MARK, A STANDARD DISK SET IN CONCRETE IN THE TOP OF A 4 INCH
 HX2872'ORANGEBURG PIPE
 HX2872'AND STAMPED GIBSON 1961, IS 2 FEET NORTH OF A STEEL WITNESS
 HX2872'POST WITH METAL SIGN.
 HX2872'
 HX2872'REFERENCE MARK NO. 1, A STANDARD DISK SET IN CONCRETE IN THE TOP OF A
 HX2872'4 INCH ORANGEBURG
 HX2872'PIPE AND STAMPED GIBSON NO 1 1961, IS 27 FEET SOUTHEAST OF
 HX2872'A STEEL WITNESS POST WITH METAL SIGN.
 HX2872'
 HX2872'REFERENCE MARK NO. 2, A STANDARD DISK SET IN CONCRETE IN THE TOP OF A
 HX2872'4 INCH ORANGEBURG
 HX2872'PIPE AND STAMPED GIBSON NO 2 1961, IS 30 FEET SOUTHWEST
 HX2872'OF A STEEL WITNESS POST WITH METAL SIGN.
 HX2872'
 HX2872'AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILLHOLE IN OUTCROPPING
 HX2872'BEDROCK AND
 HX2872'STAMPED GIBSON 1961, IS 3.5 FEET SOUTHWEST OF A STEEL WITNESS
 HX2872'POST WITH METAL SIGN AND ABOUT
 HX2872'90 FEET EAST OF THE CREST OF THE HILL.
 HX2872'
 HX2872'TO REACH THE AZIMUTH MARK FROM THE STATION PACK NORTHEAST FOR ABOUT
 HX2872'0.25 MILE TO A
 HX2872'SMALL KNOLL AND MARK AS DESCRIBED.
 HX2872'
 HX2872'HEIGHT OF LIGHT ABOVE STATION MARK - 1.10 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1352 ***********************************************************************
 JW1352  DESIGNATION -  GILES
 JW1352  PID         -  JW1352
 JW1352  STATE/COUNTY-  WV/MONONGALIA
 JW1352  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1352
 JW1352                         *CURRENT SURVEY CONTROL
 JW1352  ___________________________________________________________________
 JW1352* NAD 83(1995)-  39 31 11.60623(N)    079 54 02.96802(W)     ADJUSTED  
 JW1352* NAVD 88     -       657.5    (meters)    2157.     (feet)  VERTCON   
 JW1352  ___________________________________________________________________
 JW1352  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 JW1352  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JW1352
 JW1352  HORZ ORDER  -  FIRST
 JW1352
 JW1352.The horizontal coordinates were established by classical geodetic methods
 JW1352.and adjusted by the National Geodetic Survey in April 1998..
 JW1352
 JW1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1352
 JW1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1352
 JW1352.The geoid height was determined by GEOID03.
 JW1352
 JW1352;                    North         East     Units Scale Factor Converg.
 JW1352;SPC WV N     -   113,301.997   565,535.645   MT  0.99994245   -0 15 20.3
 JW1352;UTM  17      - 4,375,048.722   594,480.202   MT  0.99970990   +0 41 58.2
 JW1352
 JW1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1352!SPC WV N     -   0.99990189  x   0.99994245  =   0.99984435
 JW1352!UTM  17      -   0.99990189  x   0.99970990  =   0.99961182
 JW1352
 JW1352|---------------------------------------------------------------------|
 JW1352| PID    Reference Object                     Distance      Geod. Az  |
 JW1352|                                                           dddmmss.s |
 JW1352| CX4576 GILES RM 1                           28.155 METERS 15522     |
 JW1352| CX4575 GILES AZ MK                                        2153508.0 |
 JW1352| JW1353 RIDGEDALE ATT MICROWAVE             APPROX. 0.6 KM 2722950.1 |
 JW1352| CX4577 GILES RM 2                           32.882 METERS 30620     |
 JW1352|---------------------------------------------------------------------|
 JW1352
 JW1352                          SUPERSEDED SURVEY CONTROL
 JW1352
 JW1352  NAD 83(1986)-  39 31 11.61107(N)    079 54 02.97622(W) AD(       ) 1
 JW1352  NAD 27      -  39 31 11.31313(N)    079 54 03.74492(W) AD(       ) 1
 JW1352  NGVD 29 (02/08/94)  657.6    (m)         2157.     (f) GPS OBS        
 JW1352
 JW1352.Superseded values are not recommended for survey control.
 JW1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1352.See file dsdata.txt to determine how the superseded data were derived.
 JW1352
 JW1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9448075049(NAD 83)
 JW1352_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JW1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1352_SP_SET: CONCRETE POST
 JW1352_MARK LOGO: NGS   
 JW1352_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JW1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1352+STABILITY: SURFACE MOTION
 JW1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1352+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 JW1352
 JW1352  HISTORY     - Date     Condition        Report By
 JW1352  HISTORY     - 1975     MONUMENTED       NGS
 JW1352  HISTORY     - 1975     GOOD             NGS
 JW1352  HISTORY     - 19890125 GOOD             HARTMN
 JW1352
 JW1352                          STATION DESCRIPTION
 JW1352
 JW1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1352'THE STATION IS ABOUT 12 MILES EAST OF FAIRMONT, 7 MILES
 JW1352'SOUTH-SOUTHEAST OF MORGANTOWN, 1/2 MILE EAST OF U.S. HIGHWAY 119,
 JW1352'ON THE SUMMIT OF A SMALL RISE, NEAR A WATER TANK AND ON PROPERTY
 JW1352'OWNED BY LAWRENCE W. GILES, PHONE NUMBER 292-4963.
 JW1352'
 JW1352'TO REACH THE STATION FROM WHERE U.S. HIGHWAY 119 CROSSES OVER
 JW1352'U.S. HIGHWAY 48, WHICH IS ABOUT 2 MILES SOUTH OF MORGANTOWN, GO
 JW1352'SOUTH ON HIGHWAY 119 FOR 2.4 MILES TO THE JUNCTION WITH GOSHEN
 JW1352'ROAD ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 119 FOR 2.3 MILES
 JW1352'TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON THE
 JW1352'GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT.  (TO REACH THE
 JW1352'AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON THE GRAVELED
 JW1352'ROAD FOR 0.3 MILE TO A PAVED SIDE ROAD LEFT LEADING INTO A
 JW1352'TRAILER PARK.  TURN LEFT AND GO EAST AND SOUTH ON A PAVED
 JW1352'ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST
 JW1352'AND SOUTH ON A PAVED ROAD FOR 0.1 MILE TO THE MARK ON THE
 JW1352'LEFT.) TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.25 MILE
 JW1352'TO A WATER TANK AND THE STATION ON THE RIGHT.
 JW1352'
 JW1352'STATION MARKS ARE STANDARD DISKS, STAMPED---GILES 1975---.  THE
 JW1352'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JW1352'MONUMENT, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 107.4
 JW1352'FEET SOUTHEAST OF A WITNESS POST NEAR REFERENCE MARK 2, 92.4 FEET
 JW1352'NORTH OF A WITNESS POST NEAR REFERENCE MARK 1, 73.5 FEET
 JW1352'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD AND 28.5 FEET
 JW1352'SOUTHEAST OF A WATER TANK.  THE UNDERGROUND DISK IS SET IN
 JW1352'AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 JW1352'SURFACE.
 JW1352'
 JW1352'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---GILES NO 1 1975---,
 JW1352'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 JW1352'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 19.0 FEET SOUTH OF
 JW1352'THE CENTER OF A PIPELINE CROSSING, 1.9 FEET WEST OF THE WITNESS
 JW1352'POST AND ABOUT 2 FEET LOWER THAN THE STATION.
 JW1352'
 JW1352'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---GILES NO 2 1975---,
 JW1352'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 JW1352'IS FLUSH WITH THE GROUND.  IT IS 63.8 FEET WEST OF THE WATER
 JW1352'TANK, 14.6 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,1.4 FEET
 JW1352'WEST OF THE WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE STATION.
 JW1352'
 JW1352'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED---GILES
 JW1352'AZ 1975---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JW1352'MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 77.5 FEET EAST OF THE
 JW1352'CENTER OF A PAVED ROAD, 34.0 FEET NORTH OF THE CENTER OF A
 JW1352'GRAVELED ROAD, 13.0 FEET NORTHWEST OF A 12-INCH TREE AND 8.6 FEET
 JW1352'NORTHWEST OF A WITNESS POST.
 JW1352'
 JW1352'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 JW1352
 JW1352                          STATION RECOVERY (1975)
 JW1352
 JW1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JW1352'RECOVERED IN GOOD CONDITION.
 JW1352
 JW1352                          STATION RECOVERY (1989)
 JW1352
 JW1352'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1352'RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2949 ***********************************************************************
 HX2949  DESIGNATION -  GIP
 HX2949  PID         -  HX2949
 HX2949  STATE/COUNTY-  WV/BRAXTON
 HX2949  USGS QUAD   -  ROSEDALE (1976)
 HX2949
 HX2949                         *CURRENT SURVEY CONTROL
 HX2949  ___________________________________________________________________
 HX2949* NAD 83(1995)-  38 40 16.23610(N)    080 58 55.24422(W)     ADJUSTED  
 HX2949* NAVD 88     -       481.7    (meters)    1580.     (feet)  VERTCON   
 HX2949  ___________________________________________________________________
 HX2949  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 HX2949  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HX2949
 HX2949  HORZ ORDER  -  SECOND
 HX2949
 HX2949.The horizontal coordinates were established by classical geodetic methods
 HX2949.and adjusted by the National Geodetic Survey in April 1998..
 HX2949
 HX2949.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2949
 HX2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2949
 HX2949.The geoid height was determined by GEOID03.
 HX2949
 HX2949;                    North         East     Units Scale Factor Converg.
 HX2949;SPC WV S     -   185,485.864   601,565.338   MT  0.99996169   +0 00 40.0
 HX2949;UTM  17      - 4,280,287.891   501,564.772   MT  0.99960003   +0 00 40.5
 HX2949
 HX2949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2949!SPC WV S     -   0.99992955  x   0.99996169  =   0.99989124
 HX2949!UTM  17      -   0.99992955  x   0.99960003  =   0.99952961
 HX2949
 HX2949|---------------------------------------------------------------------|
 HX2949| PID    Reference Object                     Distance      Geod. Az  |
 HX2949|                                                           dddmmss.s |
 HX2949| DC3472 GIP RM 1                             23.822 METERS 10813     |
 HX2949| DC3471 GIP AZ MK                                          1873827.3 |
 HX2949| HX2948 GIP USGS 1961                         9.760 METERS 21221     |
 HX2949| DC3473 GIP RM 2                             30.200 METERS 23432     |
 HX2949|---------------------------------------------------------------------|
 HX2949
 HX2949                          SUPERSEDED SURVEY CONTROL
 HX2949
 HX2949  NAD 83(1986)-  38 40 16.24268(N)    080 58 55.25299(W) AD(       ) 2
 HX2949  NAD 27      -  38 40 15.89840(N)    080 58 55.86390(W) AD(       ) 2
 HX2949  NGVD 29 (07/19/86)  481.9    (m)         1581.     (f) VERT ANG       
 HX2949
 HX2949.Superseded values are not recommended for survey control.
 HX2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2949.See file dsdata.txt to determine how the superseded data were derived.
 HX2949
 HX2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC0156580288(NAD 83)
 HX2949_MARKER: DS = TRIANGULATION STATION DISK
 HX2949_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX2949_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX2949
 HX2949  HISTORY     - Date     Condition        Report By
 HX2949  HISTORY     - 1961     MONUMENTED       CGS
 HX2949
 HX2949                          STATION DESCRIPTION
 HX2949
 HX2949'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2949'STATION IS LOCATED ON THE SUMMIT OF A PARTLY CLEARED HILL WHICH IS
 HX2949'LOCALLY KNOWN AS
 HX2949'RATTLE SNAKE KNOB, ABOUT 12 MILES SOUTHEAST OF ARNOLDSBURG,
 HX2949'ABOUT 11 MILES WEST OF GASSAWAY AND
 HX2949'ABOUT 0.75 MILES SOUTHEAST OF THE
 HX2949'POST OFFICE IN THE VILLAGE OF GIP.  STATION, A
 HX2949'STANDARD DISK SET IN
 HX2949'CONCRETE IN THE TOP OF A 4 INCH ORANGEBURG PIPE AND STAMPED GIP
 HX2949'1961 IS 91-1/2 FEET
 HX2949'WEST OF A 12 INCH HICKORY TREE, 47-1/2 FEET EAST OF A TREE WITH
 HX2949'TRIANGLE BLAZE AND 1.5 FEET
 HX2949'NORTHEAST OF A STEEL WITNESS POST WITH METAL SIGN.
 HX2949'THE MARK PROJECTS 6 INCHES.
 HX2949'
 HX2949'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 4 AND DUCK CREEK ROAD
 HX2949'WHICH IS ABOUT
 HX2949'17.0 MILES SOUTHWEST OF GASSAWAY AND 0.5 MILE NORTHEAST OF
 HX2949'DUCK, GO NORTHERLY ON DUCK CREEK
 HX2949'ROAD FOR 6.2 MILES TO THE POST OFFICE IN
 HX2949'THE VILLAGE OF ELMIRA.  CONTINUE NORTHERLY ON
 HX2949'SURFACED ROAD FOR 2.0 MILES
 HX2949'TO DRIVEWAY TO FARM HOUSE ON RIGHT (EAST) SIDE OF ROAD.  TURN
 HX2949'RIGHT, CROSS SMALL WOOD
 HX2949'BRIDGE AND BEAR RIGHT FOR 0.05 TO WIRE GATE AT SOUTH SIDE OF
 HX2949'BUILDINGS.  PASS THROUGH GATE
 HX2949'AND BARNYARD AND CONTINUE EASTERLY ON BLADED
 HX2949'ROAD FOR 0.8 MILE TO WIRE GATE AT TOP OF RIDGE.
 HX2949'PASS THROUGH GATE, TURN
 HX2949'LEFT AND GO 0.25 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 HX2949'
 HX2949'TO REACH AZIMUTH MARK FROM THE WIRE GATE AT TOP OF RIDGE, GO
 HX2949'SOUTHEAST ACROSS
 HX2949'MEADOW FOR 0.05 MILE TO WIRE GATE.  PASS THROUGH GATE AND GO SOUTH
 HX2949'ALONG RIDGE FOR 0.1 MILE
 HX2949'TO WIRE GATE.  PASS THROUGH GATE, TURN LEFT AND
 HX2949'GO EASTERLY ALONG FENCELINE FOR ABOUT 150
 HX2949'FEET TO AZIMUTH MARK AS DESCRIBED.
 HX2949'
 HX2949'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED FLUSH IN A DRILLHOLE
 HX2949'IN OUTCROPPING ROCK
 HX2949'AND STAMPED GIP NO 1 1961 IS 20-1/2 FEET SOUTH OF A 12 INCH
 HX2949'HICKORY TREE.
 HX2949'
 HX2949'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED FLUSH IN A DRILLHOLE
 HX2949'IN OUTCROPPING ROCK
 HX2949'AND STAMPED GIP NO 2 1961 IS 14-1/2 FEET SOUTH OF A 16 INCH
 HX2949'TREE AND 12-1/2 FEET NORTHEAST OF A
 HX2949'TWIN TRUNK TREE.
 HX2949'
 HX2949'U.S.G.S. MARK IS AN 8 INCH SQUARE SANDSTONE MONUMENT WHICH HAS
 HX2949'THE TOP BROKEN BUT
 HX2949'THE HOLE IN THE TOP IS STILL VISIBLE.
 HX2949'
 HX2949'AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE IN THE TOP OF A 4 INCH
 HX2949'ORANGEBURG PIPE
 HX2949'AND STAMPED GIP 1961 IS 3 FEET SOUTHWEST OF FENCELINE AND
 HX2949'2.7 FEET NORTH OF STEEL WITNESS
 HX2949'POST WITH METAL SIGN.  THE MARK PROJECTS
 HX2949'10 INCHES.
 HX2949'
 HX2949'HEIGHT OF LIGHT ABOVE STATION MARK 14.13 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2948 ***********************************************************************
 HX2948  DESIGNATION -  GIP USGS 1961
 HX2948  PID         -  HX2948
 HX2948  STATE/COUNTY-  WV/BRAXTON
 HX2948  USGS QUAD   -  ROSEDALE (1976)
 HX2948
 HX2948                         *CURRENT SURVEY CONTROL
 HX2948  ___________________________________________________________________
 HX2948* NAD 83(1995)-  38 40 15.96871(N)    080 58 55.46026(W)     ADJUSTED  
 HX2948* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 HX2948  ___________________________________________________________________
 HX2948  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 HX2948  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HX2948
 HX2948  HORZ ORDER  -  SECOND
 HX2948
 HX2948.The horizontal coordinates were established by classical geodetic methods
 HX2948.and adjusted by the National Geodetic Survey in April 1998..
 HX2948
 HX2948.The orthometric height was scaled from a topographic map.
 HX2948
 HX2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2948
 HX2948.The geoid height was determined by GEOID03.
 HX2948
 HX2948;                    North         East     Units Scale Factor Converg.
 HX2948;SPC WV S     -   185,477.618   601,560.117   MT  0.99996168   +0 00 39.9
 HX2948;UTM  17      - 4,280,279.648   501,559.553   MT  0.99960003   +0 00 40.3
 HX2948
 HX2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2948!SPC WV S     -   0.99992953  x   0.99996168  =   0.99989122
 HX2948!UTM  17      -   0.99992953  x   0.99960003  =   0.99952959
 HX2948
 HX2948                          SUPERSEDED SURVEY CONTROL
 HX2948
 HX2948  NAD 83(1986)-  38 40 15.97529(N)    080 58 55.46903(W) AD(       ) 2
 HX2948  NAD 27      -  38 40 15.63100(N)    080 58 56.07990(W) AD(       ) 2
 HX2948
 HX2948.Superseded values are not recommended for survey control.
 HX2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2948.See file dsdata.txt to determine how the superseded data were derived.
 HX2948
 HX2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC0156080280(NAD 83)
 HX2948_MARKER: DD = SURVEY DISK
 HX2948_SETTING: 0 = UNSPECIFIED SETTING
 HX2948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2948
 HX2948  HISTORY     - Date     Condition        Report By
 HX2948  HISTORY     - 1961     MONUMENTED       USGS
 HX2948
 HX2948                          STATION DESCRIPTION
 HX2948
 HX2948'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HX2948'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 4 AND DUCK CREEK ROAD
 HX2948'WHICH IS ABOUT
 HX2948'17.0 MILES SOUTHWEST OF GASSAWAY AND 0.5 MILE NORTHEAST OF
 HX2948'DUCK, GO NORTHERLY ON DUCK CREEK
 HX2948'ROAD FOR 6.2 MILES TO THE POST OFFICE IN
 HX2948'THE VILLAGE OF ELMIRA.  CONTINUE NORTHERLY ON
 HX2948'SURFACED ROAD FOR 2.0 MILES
 HX2948'TO DRIVEWAY TO FARM HOUSE ON RIGHT (EAST) SIDE OF ROAD.  TURN
 HX2948'RIGHT, CROSS SMALL WOOD
 HX2948'BRIDGE AND BEAR RIGHT FOR 0.05 TO WIRE GATE AT SOUTH SIDE OF
 HX2948'BUILDINGS.  PASS THROUGH GATE
 HX2948'AND BARNYARD AND CONTINUE EASTERLY ON BLADED
 HX2948'ROAD FOR 0.8 MILE TO WIRE GATE AT TOP OF RIDGE.
 HX2948'PASS THROUGH GATE, TURN
 HX2948'LEFT AND GO 0.25 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 HX2948'
 HX2948'U.S.G.S. MARK IS AN 8 INCH SQUARE SANDSTONE MONUMENT WHICH HAS
 HX2948'THE TOP BROKEN BUT
 HX2948'THE HOLE IN THE TOP IS STILL VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1283 ***********************************************************************
 JW1283  DESIGNATION -  GLADE
 JW1283  PID         -  JW1283
 JW1283  STATE/COUNTY-  WV/TUCKER
 JW1283  USGS QUAD   -  BLACKWATER FALLS (1995)
 JW1283
 JW1283                         *CURRENT SURVEY CONTROL
 JW1283  ___________________________________________________________________
 JW1283* NAD 83(1995)-  39 06 27.61657(N)    079 22 29.36508(W)     ADJUSTED  
 JW1283* NAVD 88     -      1002.8    (meters)    3290.     (feet)  VERTCON   
 JW1283  ___________________________________________________________________
 JW1283  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 JW1283  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JW1283
 JW1283  HORZ ORDER  -  THIRD
 JW1283
 JW1283.The horizontal coordinates were established by classical geodetic methods
 JW1283.and adjusted by the National Geodetic Survey in April 1998..
 JW1283
 JW1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1283
 JW1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1283
 JW1283.The geoid height was determined by GEOID03.
 JW1283
 JW1283;                    North         East     Units Scale Factor Converg.
 JW1283;SPC WV N     -    67,469.393   610,826.920   MT  0.99998139   +0 04 47.4
 JW1283;UTM  17      - 4,329,982.335   640,517.230   MT  0.99984313   +1 01 31.1
 JW1283
 JW1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1283!SPC WV N     -   0.99984752  x   0.99998139  =   0.99982891
 JW1283!UTM  17      -   0.99984752  x   0.99984313  =   0.99969067
 JW1283
 JW1283:                Primary Azimuth Mark                     Grid Az
 JW1283:SPC WV N     -  GLADE AZ MK                              189 14 20.7
 JW1283:UTM  17      -  GLADE AZ MK                              188 17 37.0
 JW1283
 JW1283|---------------------------------------------------------------------|
 JW1283| PID    Reference Object                     Distance      Geod. Az  |
 JW1283|                                                           dddmmss.s |
 JW1283| CX4581 GLADE AZ MK                                        1891908.1 |
 JW1283| CX4582 GLADE RM 1                           23.737 METERS 19601     |
 JW1283| CX4583 GLADE RM 2                           18.008 METERS 27459     |
 JW1283|---------------------------------------------------------------------|
 JW1283
 JW1283                          SUPERSEDED SURVEY CONTROL
 JW1283
 JW1283  NAD 83(1995)-  39 06 27.62553(N)    079 22 29.37600(W) AD(       ) 3
 JW1283  NAD 83(1986)-  39 06 27.62599(N)    079 22 29.37724(W) AD(       ) 3
 JW1283  NAD 27      -  39 06 27.22630(N)    079 22 30.20290(W) AD(       ) 3
 JW1283  NGVD 29 (07/19/86) 1002.9    (m)         3290.     (f) VERT ANG       
 JW1283
 JW1283.Superseded values are not recommended for survey control.
 JW1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1283.See file dsdata.txt to determine how the superseded data were derived.
 JW1283
 JW1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD4051729982(NAD 83)
 JW1283_MARKER: DS = TRIANGULATION STATION DISK
 JW1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1283
 JW1283  HISTORY     - Date     Condition        Report By
 JW1283  HISTORY     - 1956     MONUMENTED       CGS
 JW1283
 JW1283                          STATION DESCRIPTION
 JW1283
 JW1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1283'THE STATION IS LOCATED, AIRLINE, ABOUT 5-1/2 MILES EAST SOUTHEAST OF
 JW1283'DAVIS, 4-1/2 MILES NORTHEAST
 JW1283'OF CORTLAND AND 3/4 MILE NORTH OF AN ABANDONED RANCH HOUSE.  IT IS
 JW1283'IN THE CANAAN VALLEY AT THE SOUTH
 JW1283'END OF THE MOST NORTHERLY SUMMIT OF A GROUP OF ROLLING
 JW1283'HILLS THAT ARE BOUNDED BY BLACKWATER RIVER TO THE
 JW1283'WEST AND GLADE RUN TO THE EAST.
 JW1283'
 JW1283'THE STATION MARK IS A STANDARD DISK STAMPED GLADE 1956 SET IN THE TOP
 JW1283'OF A 10 INCH SQUARE
 JW1283'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS
 JW1283'12 FEET SOUTH OF AN EAST-WEST
 JW1283'FENCE LINE AND 12 FEET SOUTH OF A WHITE WITNESS POST.
 JW1283'
 JW1283'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GLADE NO 1 1956
 JW1283'SET IN THE TOP OF A 10 INCH
 JW1283'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE
 JW1283'MARK IS 5.5 FEET WEST OF A
 JW1283'TRIANGULAR BLAZED TREE AND IT IS ABOUT 1-1/2 FEET LOWER
 JW1283'THAN THE STATION.
 JW1283'
 JW1283'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GLADE NO 2 1956
 JW1283'SET IN THE TOP OF A 10 INCH
 JW1283'SQUARE CONCRETE POST THAT PROJECTS 5 INCHES ABOVE THE GROUND.  THE
 JW1283'MARK IS 9 FEET SOUTH OF THE
 JW1283'EAST-WEST FENCE LINE AND IT IS AT THE STATION ELEVATION.
 JW1283'
 JW1283'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GLADE 1956 SET IN THE TOP
 JW1283'OF A 10 INCH SQUARE
 JW1283'CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.  THE MARK IS
 JW1283'25 FEET SOUTH OF THE CENTERLINE OF A
 JW1283'DIM TRACK ROAD, 1.5 FEET EAST OF A WHITE WITNESS POST AND
 JW1283'0.5 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 JW1283'
 JW1283'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HARMAN GO NORTH FOR
 JW1283'0.1 MILE TO A SIDE ROAD
 JW1283'RIGHT.  TURN RIGHT, EAST, FOR 0.05 MILE TO THE JUNCTION OF STATE
 JW1283'HIGHWAY 32.  TURN LEFT ON STATE
 JW1283'HIGHWAY 32 AND GO NORTHERLY FOR 10.6 MILES TO A SIDE ROAD
 JW1283'RIGHT AS PER SIGN CORTLAND 2.  TURN RIGHT
 JW1283'AND FOLLOW THE ROAD EAST AND NORTH FOR
 JW1283'1.6 MILES TO A SIDE ROAD ON THE RIGHT AS PER SIGN C AND A
 JW1283'GAS WELL NO. 418.  TURN RIGHT AND GO
 JW1283'EAST AND NORTH FOR 1.1 MILES TO A FORK.  KEEP THE RIGHT FORK AS PER
 JW1283'SIGN C AND A GAS WELL NO. 418 FOR
 JW1283'2.8 MILES TO A WOODEN GATE.  PASS THROUGH THE GATE AND GO NORTH
 JW1283'FOR 0.2 MILE TO ANOTHER GATE.  PASS
 JW1283'THROUGH THE GATE AND TURN RIGHT ON A DIM TRACK
 JW1283'ROAD FOLLOWING AN EAST-WEST FENCE LINE, EASTERLY, FOR
 JW1283'0.2 MILE TO THE AZIMUTH MARK ON
 JW1283'THE RIGHT.  *FROM THE AZIMUTH MARK TURN LEFT, NORTHERLY, ACROSS
 JW1283'COUNTRY FOR 0.05 MILE TO A DIM FORK
 JW1283'IN A TRACK ROAD.  TAKE THE LEFT FORK, NORTHERLY, FOR 1.0 MILE TO THE
 JW1283'STATION AS DESCRIBED.
 JW1283'
 JW1283'*NOTE- A FOUR WHEEL DRIVE VEHICLE MUST BE USED TO DRIVE TO THE
 JW1283'STATION FROM THE AZIMUTH MARK.
 JW1283'
 JW1283'HEIGHT OF LIGHT ABOVE STATION MARK - 14.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3022 ***********************************************************************
 HX3022  DESIGNATION -  GLEN ATT RELAY TOWER
 HX3022  PID         -  HX3022
 HX3022  STATE/COUNTY-  WV/CLAY
 HX3022  USGS QUAD   -  CLENDENIN (1976)
 HX3022
 HX3022                         *CURRENT SURVEY CONTROL
 HX3022  ___________________________________________________________________
 HX3022* NAD 83(1995)-  38 23 05.03134(N)    081 15 32.03912(W)     ADJUSTED  
 HX3022* NAVD 88     -                                                        
 HX3022  ___________________________________________________________________
 HX3022  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 HX3022  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HX3022
 HX3022  HORZ ORDER  -  THIRD
 HX3022
 HX3022.The horizontal coordinates were established by classical geodetic methods
 HX3022.and adjusted by the National Geodetic Survey in April 1998..
 HX3022
 HX3022
 HX3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3022
 HX3022.The geoid height was determined by GEOID03.
 HX3022
 HX3022;                    North         East     Units Scale Factor Converg.
 HX3022;SPC WV S     -   153,721.725   577,381.084   MT  0.99993177   -0 09 36.2
 HX3022;UTM  17      - 4,248,534.839   477,388.541   MT  0.99960630   -0 09 38.7
 HX3022
 HX3022                          SUPERSEDED SURVEY CONTROL
 HX3022
 HX3022  NAD 83(1986)-  38 23 05.04013(N)    081 15 32.04737(W) AD(       ) 4
 HX3022  NAD 27      -  38 23 04.67500(N)    081 15 32.63500(W) AD(       ) 3
 HX3022
 HX3022.Superseded values are not recommended for survey control.
 HX3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3022.See file dsdata.txt to determine how the superseded data were derived.
 HX3022
 HX3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7738948535(NAD 83)
 HX3022_MARKER: 45 = MICROWAVE TOWER
 HX3022
 HX3022  HISTORY     - Date     Condition        Report By
 HX3022  HISTORY     - 1961     FIRST OBSERVED   CGS
 HX3022
 HX3022                          STATION DESCRIPTION
 HX3022
 HX3022'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX3022'STATION IS LOCATED ABOUT 6 MILES SOUTH SOUTHEAST OF
 HX3022'QUEEN SHOALS AND
 HX3022'ABOUT 1 MILE SOUTHWEST OF THE GLEN POST OFFICE ON A LOW
 HX3022'CLEARED HILL ON THE PROPERTY OF MR.
 HX3022'E.H. HINKLE.  STATION IS ENCLOSED BY
 HX3022'A HIGH INTERWOVEN WIRE FENCE AND AT THE EAST END OF A
 HX3022'CONCRETE BLOCK BUILDING.
 HX3022'STATION IS A FOUR LEGGED STEEL STRUCTURE, ABOUT 300 FEET HIGH AND
 HX3022'PAINTED RED AND
 HX3022'WHITE.  THE POINT INTERSECTED WAS A BLINKING RED LIGHT ON
 HX3022'TOP THE TOWER.
 HX3022'
 HX3022'TO REACH STATION FROM THE BRIDGE OVER THE ELK RIVER IN QUEEN SHOALS
 HX3022'GO SOUTHEAST AND
 HX3022'SOUTH ON A BLACKTOP ROAD FOR 8.35 MILES TO THE GLEN POST
 HX3022'OFFICE ON THE RIGHT.  CONTINUE FOR
 HX3022'0.95 MILE TO A SIDE ROAD RIGHT AT THE
 HX3022'CREST OF A HILL.  TURN RIGHT ON BLACKTOP ROAD AND GO
 HX3022'1.0 MILE TO A DRIVEWAY
 HX3022'AND A FIELD ROAD ON RIGHT.  BEAR RIGHT ON FIELD ROAD FOR 0.05 MILE TO
 HX3022'A BOARD GATE.
 HX3022'PASS THROUH GATE AND FOLLOW FIELD ROAD FOR 0.1 MILE TO TOP
 HX3022'OF HILL AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9159 ***********************************************************************
 DE9159  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE9159  DESIGNATION -  GLENVILLE COOP CORS ARP
 DE9159  CORS_ID     -  GSSP
 DE9159  PID         -  DE9159
 DE9159  STATE/COUNTY-  WV/GILMER
 DE9159  USGS QUAD   -  GLENVILLE (1976)
 DE9159
 DE9159                         *CURRENT SURVEY CONTROL
 DE9159  ___________________________________________________________________
 DE9159* NAD 83(CORS)-  38 56 44.52062(N)    080 49 33.46355(W)     ADJUSTED  
 DE9159* NAVD 88     -                                                        
 DE9159  ___________________________________________________________________
 DE9159  EPOCH DATE  -        2002.00
 DE9159  X           -     791,956.505 (meters)                     COMP
 DE9159  Y           -  -4,903,765.117 (meters)                     COMP
 DE9159  Z           -   3,987,780.133 (meters)                     COMP
 DE9159  ELLIP HEIGHT-         238.02  (meters)          (02/??/06) GPS OBS
 DE9159  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DE9159
 DE9159  HORZ ORDER  -  SPECIAL (CORS)
 DE9159  ELLP ORDER  -  SPECIAL (CORS)
 DE9159
 DE9159.ITRF positions are available for this station.
 DE9159.The coordinates were established by GPS observations
 DE9159.and adjusted by the National Geodetic Survey in February 2006..
 DE9159.The coordinates are valid at the epoch date displayed above.
 DE9159.The epoch date for horizontal control is a decimal equivalence
 DE9159.of Year/Month/Day.
 DE9159
 DE9159
 DE9159.The PID for the CORS L1 Phase Center is DE9160.
 DE9159
 DE9159.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE9159
 DE9159.The ellipsoidal height was determined by GPS observations
 DE9159.and is referenced to NAD 83.
 DE9159
 DE9159.The geoid height was determined by GEOID03.
 DE9159
 DE9159;                    North         East     Units Scale Factor Converg.
 DE9159;SPC WV S     -   215,974.801   615,087.995   MT  1.00001388   +0 06 27.3
 DE9159
 DE9159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9159!SPC WV S     -   0.99996266  x   1.00001388  =   0.99997654
 DE9159
 DE9159                          SUPERSEDED SURVEY CONTROL
 DE9159
 DE9159  NAD 83(CORS)-  38 56 44.52474(N)    080 49 33.46324(W) AD(2002.00) c
 DE9159  ELLIP H (01/??/03)  238.04   (m)                       GP(2002.00) c c
 DE9159
 DE9159.Superseded values are not recommended for survey control.
 DE9159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9159.See file dsdata.txt to determine how the superseded data were derived.
 DE9159
 DE9159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1508210765(NAD 83)
 DE9159_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE9159
 DE9159                          STATION DESCRIPTION
 DE9159
 DE9159'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DE9159'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE9159'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE9159'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE9159'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE9159'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9160 ***********************************************************************
 DE9160  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE9160  DESIGNATION -  GLENVILLE COOP CORS L1 PHASE CENTER
 DE9160  CORS_ID     -  GSSP
 DE9160  PID         -  DE9160
 DE9160  STATE/COUNTY-  WV/GILMER
 DE9160  USGS QUAD   -  GLENVILLE (1976)
 DE9160
 DE9160                         *CURRENT SURVEY CONTROL
 DE9160  ___________________________________________________________________
 DE9160* NAD 83(CORS)-  38 56 44.52059(N)    080 49 33.46364(W)     ADJUSTED  
 DE9160* NAVD 88     -                                                        
 DE9160  ___________________________________________________________________
 DE9160  EPOCH DATE  -        2002.00
 DE9160  X           -     791,956.513 (meters)                     COMP
 DE9160  Y           -  -4,903,765.179 (meters)                     COMP
 DE9160  Z           -   3,987,780.182 (meters)                     COMP
 DE9160  ELLIP HEIGHT-         238.10  (meters)          (02/??/06) GPS OBS
 DE9160  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DE9160
 DE9160  HORZ ORDER  -  SPECIAL (CORS)
 DE9160  ELLP ORDER  -  SPECIAL (CORS)
 DE9160
 DE9160.ITRF positions are available for this station.
 DE9160.The coordinates were established by GPS observations
 DE9160.and adjusted by the National Geodetic Survey in February 2006..
 DE9160.The coordinates are valid at the epoch date displayed above.
 DE9160.The epoch date for horizontal control is a decimal equivalence
 DE9160.of Year/Month/Day.
 DE9160
 DE9160
 DE9160.The PID for the CORS ARP is DE9159.
 DE9160
 DE9160.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE9160
 DE9160.The ellipsoidal height was determined by GPS observations
 DE9160.and is referenced to NAD 83.
 DE9160
 DE9160.The geoid height was determined by GEOID03.
 DE9160
 DE9160;                    North         East     Units Scale Factor Converg.
 DE9160;SPC WV S     -   215,974.800   615,087.993   MT  1.00001388   +0 06 27.3
 DE9160
 DE9160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9160!SPC WV S     -   0.99996264  x   1.00001388  =   0.99997652
 DE9160
 DE9160                          SUPERSEDED SURVEY CONTROL
 DE9160
 DE9160  NAD 83(CORS)-  38 56 44.52472(N)    080 49 33.46333(W) AD(2002.00) c
 DE9160  ELLIP H (01/??/03)  238.12   (m)                       GP(2002.00) c c
 DE9160
 DE9160.Superseded values are not recommended for survey control.
 DE9160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9160.See file dsdata.txt to determine how the superseded data were derived.
 DE9160
 DE9160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1508210765(NAD 83)
 DE9160_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE9160
 DE9160                          STATION DESCRIPTION
 DE9160
 DE9160'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE9160'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE9160'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE9160'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE9160'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE9160'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3355 ***********************************************************************
 GX3355  DESIGNATION -  GODDARD
 GX3355  PID         -  GX3355
 GX3355  STATE/COUNTY-  WV/FAYETTE
 GX3355  USGS QUAD   -  MEADOW CREEK (1988)
 GX3355
 GX3355                         *CURRENT SURVEY CONTROL
 GX3355  ___________________________________________________________________
 GX3355* NAD 83(1995)-  37 51 28.19176(N)    080 55 35.27965(W)     ADJUSTED  
 GX3355* NAVD 88     -       998.     (meters)    3274.     (feet)  SCALED    
 GX3355  ___________________________________________________________________
 GX3355  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 GX3355  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX3355
 GX3355  HORZ ORDER  -  SECOND
 GX3355
 GX3355.The horizontal coordinates were established by classical geodetic methods
 GX3355.and adjusted by the National Geodetic Survey in April 1998..
 GX3355
 GX3355.The orthometric height was scaled from a topographic map.
 GX3355
 GX3355.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3355
 GX3355.The geoid height was determined by GEOID03.
 GX3355
 GX3355;                    North         East     Units Scale Factor Converg.
 GX3355;SPC WV S     -    95,211.565   606,470.694   MT  0.99994184   +0 02 43.6
 GX3355;UTM  17      - 4,190,043.817   506,468.483   MT  0.99960052   +0 02 42.5
 GX3355
 GX3355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3355!SPC WV S     -   0.99984832  x   0.99994184  =   0.99979017
 GX3355!UTM  17      -   0.99984832  x   0.99960052  =   0.99944890
 GX3355
 GX3355|---------------------------------------------------------------------|
 GX3355| PID    Reference Object                     Distance      Geod. Az  |
 GX3355|                                                           dddmmss.s |
 GX3355| DC3478 GODDARD RM 1                          9.090 METERS 02410     |
 GX3355| DC3477 GODDARD AZ MK                                      1084412.3 |
 GX3355| DC3479 GODDARD RM 2                          9.858 METERS 26548     |
 GX3355|---------------------------------------------------------------------|
 GX3355
 GX3355                          SUPERSEDED SURVEY CONTROL
 GX3355
 GX3355  NAD 83(1986)-  37 51 28.20025(N)    080 55 35.28854(W) AD(       ) 2
 GX3355  NAD 27      -  37 51 27.78000(N)    080 55 35.95700(W) AD(       ) 2
 GX3355
 GX3355.Superseded values are not recommended for survey control.
 GX3355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3355.See file dsdata.txt to determine how the superseded data were derived.
 GX3355
 GX3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB0646890044(NAD 83)
 GX3355_MARKER: DS = TRIANGULATION STATION DISK
 GX3355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3355
 GX3355  HISTORY     - Date     Condition        Report By
 GX3355  HISTORY     - 1952     MONUMENTED       CGS
 GX3355  HISTORY     - 1965     GOOD             LDA
 GX3355
 GX3355                          STATION DESCRIPTION
 GX3355
 GX3355'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3355'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF OAK HILL, 10 MILES
 GX3355'SOUTHWEST OF RAINELLE AND ON THE SUMMIT OF GODDARD KNOB.  IT IS SET
 GX3355'IN THE SOUTHEAST CORNER OF A SMALL CEMETRY, 18 FEET SOUTHWEST OF AN
 GX3355'IRON GATE, 18 FEET WEST OF A FENCE CORNER, 3 FT NORTH OF A FENCE AND
 GX3355'ON LAND OWNED BY W.E. GODDARD.  IT IS SET FLUSH AND THE DISK IS
 GX3355'STAMPED GODDARD 1952.
 GX3355'
 GX3355'R.M. NO. 1 IS 19 FEET NORTH OF AN IRON GATE AND 1 FOOT WEST OF A WIRE
 GX3355'FENCE.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED GOODARD NO
 GX3355'1 1952.
 GX3355'
 GX3355'R.M. NO. 2 IS 1 FOOT NORTH OF A WIRE FENCE.  THE MARK IS SET FLUSH
 GX3355'AND THE DISK IS STAMPED GODDARD NO 2 1952.
 GX3355'
 GX3355'THE AZIMUTH MARK IS 20 FEET EAST OF A GRAVEL ROAD, 2 FEET SOUTHEAST
 GX3355'OF A FENCE CORNER AND 1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK
 GX3355'PROJECTS 2 INCHES AND THE DISK IS STAMPED GODDARD 1952.
 GX3355'
 GX3355'TO REACH THE STATION FROM THE DEPOT AND RAILROAD CROSSING IN MEADOW
 GX3355'BRIDGE, GO NORTHWEST ON MAIN STREET FOR .05 MILE TO A SIDE ROAD AND
 GX3355'SIGN BACKUS ROAD, TURN LEFT AND FOLLOW GRAVEL ROAD FOR 7.4 MILES TO A
 GX3355'SMALL WHITE SCHOOL HOUSE ON THE LEFT, CONTINUE NORTHWEST FOR 0.6
 GX3355'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED. CONTINUE ON GRAVEL
 GX3355'ROAD FOR 0.2 MILE TO A GREEN MAIL BOX ON LEFT AND FARM LANE
 GX3355'RIGHT, TURN RIGHT PASSING THROUGH GATE AND AROUND THE SOUTH SIDE OF
 GX3355'HOUSE, GO THROUGH CORRAL AND ACROSS PASTURE TO TOP OF HILL AND
 GX3355'THE STATION AS DESCRIBED.
 GX3355
 GX3355                          STATION RECOVERY (1965)
 GX3355
 GX3355'RECOVERY NOTE BY L DICKERSON ASSOC 1965 (EPM)
 GX3355'GODDARD 1952 STA., RM NO.1 AND 43.2 RECOVERED GOOD. AZ. MARK NOT
 GX3355'SEARCHED FOR-CANNOT CLEAR GROUND TO GROUND.
 GX3355'
 GX3355'THE WHITE SCHOOLHOUSE NO LOWGER EXISTS AND THE GREEN MAILBOX IS ON
 GX3355'THE RIGHT (IT IS THE ONLY GREEN MAIL BOX ON THE ENTIRE ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2863 ***********************************************************************
 HX2863  DESIGNATION -  GOINOUR
 HX2863  PID         -  HX2863
 HX2863  STATE/COUNTY-  WV/UPSHUR
 HX2863  USGS QUAD   -  ADRIAN (1979)
 HX2863
 HX2863                         *CURRENT SURVEY CONTROL
 HX2863  ___________________________________________________________________
 HX2863* NAD 83(1995)-  38 58 27.19274(N)    080 15 43.44576(W)     ADJUSTED  
 HX2863* NAVD 88     -       549.6    (meters)    1803.     (feet)  VERTCON   
 HX2863  ___________________________________________________________________
 HX2863  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 HX2863  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HX2863
 HX2863  HORZ ORDER  -  SECOND
 HX2863
 HX2863.The horizontal coordinates were established by classical geodetic methods
 HX2863.and adjusted by the National Geodetic Survey in April 1998..
 HX2863
 HX2863.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2863
 HX2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2863
 HX2863.The geoid height was determined by GEOID03.
 HX2863
 HX2863;                    North         East     Units Scale Factor Converg.
 HX2863;SPC WV S     -   219,381.410   663,948.206   MT  1.00002063   +0 27 22.3
 HX2863;UTM  17      - 4,314,174.695   563,922.357   MT  0.99965031   +0 27 51.0
 HX2863
 HX2863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2863!SPC WV S     -   0.99991878  x   1.00002063  =   0.99993941
 HX2863!UTM  17      -   0.99991878  x   0.99965031  =   0.99956912
 HX2863
 HX2863:                Primary Azimuth Mark                     Grid Az
 HX2863:SPC WV S     -  AIRWAY BEACON 25                         110 43 08.7
 HX2863:UTM  17      -  AIRWAY BEACON 25                         110 42 40.0
 HX2863
 HX2863|---------------------------------------------------------------------|
 HX2863| PID    Reference Object                     Distance      Geod. Az  |
 HX2863|                                                           dddmmss.s |
 HX2863| HW3598 AIRWAY BEACON 25                    APPROX.31.2 KM 1111031.0 |
 HX2863| HX2848 STATE PRISON LABOR RADIO MAST       APPROX. 7.8 KM 1244758.1 |
 HX2863| DC3480 GOINOUR AZ MK                                      1422523.5 |
 HX2863| DC3481 GOINOUR RM 1                          4.580 METERS 18804     |
 HX2863| DC3482 GOINOUR RM 2                          6.944 METERS 29431     |
 HX2863|---------------------------------------------------------------------|
 HX2863
 HX2863                          SUPERSEDED SURVEY CONTROL
 HX2863
 HX2863  NAD 83(1986)-  38 58 27.19793(N)    080 15 43.45683(W) AD(       ) 2
 HX2863  NAD 27      -  38 58 26.84400(N)    080 15 44.15590(W) AD(       ) 2
 HX2863  NGVD 29 (07/19/86)  549.8    (m)         1804.     (f) VERT ANG       
 HX2863
 HX2863.Superseded values are not recommended for survey control.
 HX2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2863.See file dsdata.txt to determine how the superseded data were derived.
 HX2863
 HX2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6392214175(NAD 83)
 HX2863_MARKER: DS = TRIANGULATION STATION DISK
 HX2863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2863
 HX2863  HISTORY     - Date     Condition        Report By
 HX2863  HISTORY     - 1941     MONUMENTED       CGS
 HX2863  HISTORY     - 1956     GOOD             CGS
 HX2863
 HX2863                          STATION DESCRIPTION
 HX2863
 HX2863'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2863'THE STATION IS ABOUT 2 MILES SW (AIR LINE) OF BUCKHANNON COURTHOUSE.
 HX2863'IT IS ON A HILL OF A BROAD
 HX2863'RIDGE THAT HAS BEEN CLEARED OF ALL TREES AND
 HX2863'BRUSH, ABOUT 60 YARDS E OF THE
 HX2863'HIGHEST POINT OF THE HILL. THE
 HX2863'DISK IS STAMPED GOINOUR 1941 AND IS FLUSH.
 HX2863'
 HX2863'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 HX2863'BRONZE DISKS SET IN CONCRETE.
 HX2863'
 HX2863'REFERENCE MARK NO. 1 IS STAMPED GOINOUR NO. 1 1941 AND IS
 HX2863'FLUSH.
 HX2863'
 HX2863'REFERENCE MARK NO. 2 IS STAMPED GOINOUR NO. 2 1941 AND IS
 HX2863'FLUSH.
 HX2863'
 HX2863'THE AZIMUTH MARK IS SET 12 FEET NW OF THE CENTER OF STATE
 HX2863'HIGHWAY 20, IN THE
 HX2863'TOP OF A CONCRETE CULVERT THAT IS FLUSH WITH THE HIGHWAY.
 HX2863'
 HX2863'TO REACH THE AZIMUTH FROM THE STATION, GO DOWN THE HILL TO
 HX2863'THE JUNCTION OF
 HX2863'STONEY RUN ROAD AND STATE HIGHWAY 20.  HERE TURN
 HX2863'RIGHT ON THE STATE HIGHWAY 20 AND
 HX2863'GO 0.35 MILE TO MARK ON THE RIGHT.
 HX2863'
 HX2863'TO REACH THE STATION FROM THE BUCKHANNON COURTHOUSE, GO
 HX2863'SOUTHWARD ON U.S.
 HX2863'HIGHWAY 20 FOR 3.0 MILES TO A T DIRT ROAD
 HX2863'RIGHT, KNOWN AS THE STONEY RUN ROAD.
 HX2863'TURN RIGHT ON THIS ROAD AND
 HX2863'GO 1.05 MILES TO A GATE ON THE RIGHT AT AN OLD BARN,
 HX2863'ABOUT 0.1
 HX2863'MILE W OF MR. GOINOURS FARMHOUSE.  TURN RIGHT THROUGH GATE AND
 HX2863'GO N TO A FENCE
 HX2863'LINE JUST BELOW POINT OF RIDGE.  CROSS THE FENCE
 HX2863'AND CONTINUE N UP THE RIDGE TO THE
 HX2863'HIGHEST HILL, A DISTANCE OF
 HX2863'0.45 MILE AND TO THE STATION.
 HX2863'
 HX2863'ALL LIGHTS AT THIS STATION ARE VISIBLE FROM THE GROUND WITH
 HX2863'NO CLEARING.
 HX2863
 HX2863                          STATION RECOVERY (1956)
 HX2863
 HX2863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX2863'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HX2863'GOOD CONDITION.  A DIFFERENCE WAS
 HX2863'FOUND IN THE DISTANCE TO THE REFERENCE MARKS.  ALL DIRECTIONS CHECKED
 HX2863'WITH THE ORIGINAL DESCRIPTION WHICH IS ADEQUATE.
 HX2863'
 HX2863'1956 OBSERVATIONS TAKEN FROM A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2995 ***********************************************************************
 HX2995  DESIGNATION -  GOLF
 HX2995  PID         -  HX2995
 HX2995  STATE/COUNTY-  WV/ROANE
 HX2995  USGS QUAD   -  SPENCER (1986)
 HX2995
 HX2995                         *CURRENT SURVEY CONTROL
 HX2995  ___________________________________________________________________
 HX2995* NAD 83(1995)-  38 47 35.30454(N)    081 18 40.08149(W)     ADJUSTED  
 HX2995* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 HX2995  ___________________________________________________________________
 HX2995  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 HX2995  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HX2995
 HX2995  HORZ ORDER  -  SECOND
 HX2995
 HX2995.The horizontal coordinates were established by classical geodetic methods
 HX2995.and adjusted by the National Geodetic Survey in April 1998..
 HX2995
 HX2995.The orthometric height was scaled from a topographic map.
 HX2995
 HX2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2995
 HX2995.The geoid height was determined by GEOID03.
 HX2995
 HX2995;                    North         East     Units Scale Factor Converg.
 HX2995;SPC WV S     -   199,069.905   572,969.836   MT  0.99998203   -0 11 32.4
 HX2995;UTM  17      - 4,293,867.494   472,980.083   MT  0.99960899   -0 11 41.7
 HX2995
 HX2995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2995!SPC WV S     -   0.99995271  x   0.99998203  =   0.99993474
 HX2995!UTM  17      -   0.99995271  x   0.99960899  =   0.99956172
 HX2995
 HX2995:                Primary Azimuth Mark                     Grid Az
 HX2995:SPC WV S     -  GOLF AZ MK                               082 51 39.6
 HX2995:UTM  17      -  GOLF AZ MK                               082 51 48.9
 HX2995
 HX2995|---------------------------------------------------------------------|
 HX2995| PID    Reference Object                     Distance      Geod. Az  |
 HX2995|                                                           dddmmss.s |
 HX2995| DC3483 GOLF AZ MK                                         0824007.2 |
 HX2995| DC3484 GOLF RM 1                            16.664 METERS 11120     |
 HX2995| DC3485 GOLF RM 2                            24.781 METERS 25111     |
 HX2995| HX3000 SPENCER MUNICIPAL TANK              APPROX. 5.8 KM 2985758.6 |
 HX2995|---------------------------------------------------------------------|
 HX2995
 HX2995                          SUPERSEDED SURVEY CONTROL
 HX2995
 HX2995  NAD 83(1986)-  38 47 35.31065(N)    081 18 40.08807(W) AD(       ) 2
 HX2995  NAD 27      -  38 47 34.99500(N)    081 18 40.65800(W) AD(       ) 2
 HX2995
 HX2995.Superseded values are not recommended for survey control.
 HX2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2995.See file dsdata.txt to determine how the superseded data were derived.
 HX2995
 HX2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7298093867(NAD 83)
 HX2995_MARKER: DS = TRIANGULATION STATION DISK
 HX2995_SETTING: 0 = UNSPECIFIED SETTING
 HX2995
 HX2995  HISTORY     - Date     Condition        Report By
 HX2995  HISTORY     - 1944     MONUMENTED       CGS
 HX2995  HISTORY     - 1956     GOOD             CGS
 HX2995
 HX2995                          STATION DESCRIPTION
 HX2995
 HX2995'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2995'STATION IS LOCATED APPROXIMATELY
 HX2995'2 MILES E OF
 HX2995'SPENCER, ON THE N SIDE OF U.S. HIGHWAY
 HX2995'33, AND ON THE S EDGE OF THE
 HX2995'SPENCER COUNTRY CLUB GOLF COURSE.
 HX2995'THE MARK IS 130 FEET E OF THE NE CORNER OF THE
 HX2995'CLUBHOUSE AND 24
 HX2995'FEET N OF A WITNESS POST.  THE DISK IS STAMPED GOLF 1944 AND IS
 HX2995'FLUSH WITH THE GROUND.
 HX2995'
 HX2995'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX2995'DISKS SET IN CONCRETE.
 HX2995'
 HX2995'REFERENCE MARK 1 IS 3 FEET N OF A POLE AND IS STAMPED GOLF
 HX2995'NO 1 1944.
 HX2995'
 HX2995'REFERENCE MARK 2 IS 65 FEET SE OF THE NE CORNER OF THE CLUBHOUSE
 HX2995'AND IS STAMPED
 HX2995'GOLF NO 2 1944.
 HX2995'
 HX2995'AZIMUTH MARK IS ON THE W SIDE OF THE RODGER CEMETERY, 18
 HX2995'FEET W OF THE
 HX2995'CENTER LINE OF A MACADAM ROAD, AND 3 FEET SW OF A
 HX2995'WITNESS POST.  IT IS STAMPED
 HX2995'GOLF 1944.
 HX2995'
 HX2995'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 33
 HX2995'AND 119 IN
 HX2995'SPENCER, GO E ON HIGHWAY 33 FOR 2.55 MILES TO A
 HX2995'GRAVEL ROAD LEADING SHARP
 HX2995'LEFT,* TURN LEFT AND CONTINUE FOR 0.2
 HX2995'MILE TO A DIRT ROAD ON THE RIGHT, TURN SHARP
 HX2995'RIGHT AND GO 0.2
 HX2995'MILE TO THE CLUBHOUSE AND THE STATION.
 HX2995'
 HX2995'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE ON U.S.
 HX2995'HIGHWAY 33 FOR
 HX2995'0.15 MILE TO A MACADAM ROAD LEFT, TURN LEFT AND
 HX2995'CONTINUE FOR 0.05 MILE TO THE
 HX2995'AZIMUTH MARK ON THE LEFT.
 HX2995'
 HX2995'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HX2995
 HX2995                          STATION RECOVERY (1956)
 HX2995
 HX2995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JAW)
 HX2995'THE STATION WAS RECOVERED.  ALL MARKS WERE LOCATED AND THEY ARE IN
 HX2995'GOOD CONDITION.  A NEW CLUB
 HX2995'HOUSE HAS BEEN CONSTRUCTED AND SOME DIRT FILLING MADE IN THE AREA OF
 HX2995'THE STATION.  THE STATION
 HX2995'MARK IS 4 INCHES BELOW THE SURFACE.  REFERENCE MARKS
 HX2995'1 AND 2 ARE BOTH SLIGHTLY UNDER THE GROUND
 HX2995'SURFACE.  THE STATION MARK IS 149.0
 HX2995'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE NEW CLUB
 HX2995'HOUSE.
 HX2995'
 HX2995'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2130 ***********************************************************************
 JX2130  DESIGNATION -  GOOSE
 JX2130  PID         -  JX2130
 JX2130  STATE/COUNTY-  WV/WIRT
 JX2130  USGS QUAD   -  PETROLEUM (1987)
 JX2130
 JX2130                         *CURRENT SURVEY CONTROL
 JX2130  ___________________________________________________________________
 JX2130* NAD 83(1995)-  39 08 06.34806(N)    081 19 09.88852(W)     ADJUSTED  
 JX2130* NAVD 88     -       274.70   (+/-2cm)     901.2    (feet)  VERTCON   
 JX2130  ___________________________________________________________________
 JX2130  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 JX2130  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JX2130
 JX2130  HORZ ORDER  -  SECOND
 JX2130  VERT ORDER  -  THIRD ? (See Below)
 JX2130
 JX2130.The horizontal coordinates were established by classical geodetic methods
 JX2130.and adjusted by the National Geodetic Survey in April 1998..
 JX2130
 JX2130.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2130.The vertical order pertains to the NGVD 29 superseded value.
 JX2130
 JX2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2130
 JX2130.The geoid height was determined by GEOID03.
 JX2130
 JX2130;                    North         East     Units Scale Factor Converg.
 JX2130;SPC WV N     -    72,099.343   442,705.247   MT  0.99997720   -1 09 37.3
 JX2130;UTM  17      - 4,331,817.148   472,394.071   MT  0.99960938   -0 12 05.8
 JX2130
 JX2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2130!SPC WV N     -   0.99996222  x   0.99997720  =   0.99993942
 JX2130!UTM  17      -   0.99996222  x   0.99960938  =   0.99957162
 JX2130
 JX2130|---------------------------------------------------------------------|
 JX2130| PID    Reference Object                     Distance      Geod. Az  |
 JX2130|                                                           dddmmss.s |
 JX2130| CC9913 GOOSE RM 2                           15.762 METERS 10444     |
 JX2130| CC9911 GOOSE AZ MK                                        3070659.8 |
 JX2130| CC9912 GOOSE RM 1                           16.960 METERS 34914     |
 JX2130|---------------------------------------------------------------------|
 JX2130
 JX2130                          SUPERSEDED SURVEY CONTROL
 JX2130
 JX2130  NAD 83(1986)-  39 08 06.35317(N)    081 19 09.89541(W) AD(       ) 2
 JX2130  NAD 27      -  39 08 06.07500(N)    081 19 10.47300(W) AD(       ) 2
 JX2130  NGVD 29 (07/19/86)  274.88   (m)          901.8    (f) LEVELING    3  
 JX2130
 JX2130.Superseded values are not recommended for survey control.
 JX2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2130.See file dsdata.txt to determine how the superseded data were derived.
 JX2130
 JX2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7239431817(NAD 83)
 JX2130_MARKER: DS = TRIANGULATION STATION DISK
 JX2130_SETTING: 0 = UNSPECIFIED SETTING
 JX2130
 JX2130  HISTORY     - Date     Condition        Report By
 JX2130  HISTORY     - 1944     MONUMENTED       CGS
 JX2130  HISTORY     - 1956     GOOD             CGS
 JX2130
 JX2130                          STATION DESCRIPTION
 JX2130
 JX2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2130'STATION IS LOCATED APPROXIMATELY 2 MILES (AIR LINE) W OF THE VILLAGE
 JX2130'OF CISCO, 1 MILE E OF FREEPORT,
 JX2130'0.5 MILE S OF GOOSE CREEK, AND 0.1 MILE S OF
 JX2130'STATE HIGHWAY 47.  IT IS ON THE
 JX2130'HIGHEST PART OF A BRUSHY KNOLL
 JX2130'AND IS ON THE PROPERTY OWNED BY MRS. CLARA HULL.
 JX2130'THE MARK IS 19
 JX2130'FEET W OF A TRIANGULAR-BLAZED 6-INCH PINE TREE AND 3 FEET SE OF
 JX2130'A WITNESS POST.
 JX2130'THE DISK IS STAMPED GOOSE 1944.
 JX2130'
 JX2130'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 JX2130'SET IN CONCRETE.
 JX2130'
 JX2130'REFERENCE MARK 1 IS 17 FEET NE OF A TRIANGULAR-BLAZED 4-INCH
 JX2130'PINE TREE.  IT IS
 JX2130'STAMPED GOOSE NO 1 1944 AND IS 6 FEET
 JX2130'LOWER THAN THE STATION MARK.
 JX2130'
 JX2130'REFERENCE MARK 2 IS 34 FEET SE OF A TRIANGULAR-BLAZED 6-INCH
 JX2130'PINE TREE.  IT IS
 JX2130'STAMPED GOOSE NO 2 1944 AND IS 3 FEET
 JX2130'LOWER THAN THE STATION MARK.
 JX2130'
 JX2130'AZIMUTH MARK IS 18 FEET N OF THE CENTER LINE OF STATE HIGHWAY
 JX2130'47 AND 4 FEET E OF
 JX2130'A WITNESS POST.  IT IS A BRONZE AZIMUTH
 JX2130'DISK SET IN OUTCROPPING BEDROCK AND
 JX2130'IS STAMPED GOOSE 1944.
 JX2130'
 JX2130'TO REACH THE STATION FROM THE ELIZABETH POST OFFICE, GO E
 JX2130'ON STATE HIGHWAY 5
 JX2130'FOR 0.35 MILE TO THE ELIZABETH FERRY, CROSS
 JX2130'FERRY AND CONTINUE ON STATE HIGHWAY 5
 JX2130'FOR 3.4 MILES TO A MACADAM
 JX2130'ROAD LEFT, TURN LEFT AND FOLLOW MACADAM ROAD FOR 11.3
 JX2130'MILES TO A
 JX2130'FORK AT THE MUNDAY POST OFFICE, TAKE LEFT FORK AND GO 7.2 MILES
 JX2130'TO THE JUNCTION OF
 JX2130'STATE HIGHWAY 47, TURN LEFT ON STATE HIGHWAY
 JX2130'47 AND GO 7.7 MILES TO A MACADAM
 JX2130'T-ROAD RIGHT IN THE VILLAGE OF
 JX2130'CISCO, CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 47
 JX2130'FOR 2.6 MILES
 JX2130'TO THE STATION ON THE LEFT.
 JX2130'
 JX2130'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE W ON
 JX2130'STATE HIGHWAY 47
 JX2130'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JX2130'
 JX2130'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JX2130
 JX2130                          STATION RECOVERY (1956)
 JX2130
 JX2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JAW)
 JX2130'THE STATION WAS RECOVERED, ALL MARKS WERE LOCATED AS DESCRIBED.  THE
 JX2130'STATION, REFERENCE MARKS 1
 JX2130'AND 2 ARE ALL IN VERY GOOD CONDITION.
 JX2130'
 JX2130'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.  THIS MARK IS SET IN
 JX2130'DRILL HOLE OF A BOULDER
 JX2130'SITUATED ON THE SLOPE OF THE ROAD BANK VERY NEAR THE GRADER DITCH.
 JX2130'THE AZIMUTH MARK WILL BE
 JX2130'DESTROYED IF THE ROADWAY IS EVER WIDENED.
 JX2130'
 JX2130'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1317 ***********************************************************************
 JW1317  DESIGNATION -  GOWAN
 JW1317  PID         -  JW1317
 JW1317  STATE/COUNTY-  WV/TUCKER
 JW1317  USGS QUAD   -  PARSONS (1995)
 JW1317
 JW1317                         *CURRENT SURVEY CONTROL
 JW1317  ___________________________________________________________________
 JW1317* NAD 83(1995)-  39 03 14.99097(N)    079 38 52.49113(W)     ADJUSTED  
 JW1317* NAVD 88     -      1087.9    (meters)    3569.     (feet)  VERTCON   
 JW1317  ___________________________________________________________________
 JW1317  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 JW1317  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JW1317
 JW1317  HORZ ORDER  -  FIRST
 JW1317
 JW1317.The horizontal coordinates were established by classical geodetic methods
 JW1317.and adjusted by the National Geodetic Survey in April 1998..
 JW1317
 JW1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1317
 JW1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1317
 JW1317.The geoid height was determined by GEOID03.
 JW1317
 JW1317;                    North         East     Units Scale Factor Converg.
 JW1317;SPC WV N     -    61,532.275   587,196.631   MT  0.99999020   -0 05 39.6
 JW1317;SPC WV S     -   228,855.853   717,037.610   MT  1.00004087   +0 50 09.1
 JW1317;UTM  17      - 4,323,657.092   616,992.427   MT  0.99976853   +0 51 07.1
 JW1317
 JW1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1317!SPC WV N     -   0.99983420  x   0.99999020  =   0.99982440
 JW1317!SPC WV S     -   0.99983420  x   1.00004087  =   0.99987506
 JW1317!UTM  17      -   0.99983420  x   0.99976853  =   0.99960277
 JW1317
 JW1317:                Primary Azimuth Mark                     Grid Az
 JW1317:SPC WV N     -  BACKBONE LOOKOUT TOWER                   034 34 16.3
 JW1317:SPC WV S     -  BACKBONE LOOKOUT TOWER                   033 38 27.6
 JW1317:UTM  17      -  BACKBONE LOOKOUT TOWER                   033 37 29.6
 JW1317
 JW1317|---------------------------------------------------------------------|
 JW1317| PID    Reference Object                     Distance      Geod. Az  |
 JW1317|                                                           dddmmss.s |
 JW1317| JW1315 BACKBONE LOOKOUT TOWER              APPROX. 7.1 KM 0342836.7 |
 JW1317| JW1316 MOZARK                              APPROX. 7.7 KM 0985449.8 |
 JW1317| CX4597 GOWAN RM 1                            3.212 METERS 12406     |
 JW1317| HW3598 AIRWAY BEACON 25                    APPROX.31.5 KM 2301238.2 |
 JW1317| CX4598 GOWAN RM 2                            2.630 METERS 24103     |
 JW1317| JW1325 WEST VA FISH AND GAME COMM TWR      APPROX.21.4 KM 2550127.5 |
 JW1317|---------------------------------------------------------------------|
 JW1317
 JW1317                          SUPERSEDED SURVEY CONTROL
 JW1317
 JW1317  NAD 83(1995)-  39 03 14.99925(N)    079 38 52.50324(W) AD(       ) 1
 JW1317  NAD 83(1986)-  39 03 14.99919(N)    079 38 52.50349(W) AD(       ) 1
 JW1317  NAD 27      -  39 03 14.61400(N)    079 38 53.28380(W) AD(       ) 1
 JW1317  NGVD 29 (07/19/86) 1088.0    (m)         3570.     (f) VERT ANG       
 JW1317
 JW1317.Superseded values are not recommended for survey control.
 JW1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1317.See file dsdata.txt to determine how the superseded data were derived.
 JW1317
 JW1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1699223657(NAD 83)
 JW1317_MARKER: DS = TRIANGULATION STATION DISK
 JW1317_SETTING: 80 = SET IN A BOULDER
 JW1317_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1317
 JW1317  HISTORY     - Date     Condition        Report By
 JW1317  HISTORY     - 1941     MONUMENTED       CGS
 JW1317  HISTORY     - 1956     GOOD             CGS
 JW1317
 JW1317                          STATION DESCRIPTION
 JW1317
 JW1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1317'STATION IS LOCATED
 JW1317'ABOUT 7.5 MILES BY
 JW1317'ROAD SE OF THE CITY OF PARSONS, 1.5 MILES BY
 JW1317'TRAIL NW OF BIG SPRINGS GAP, ON THE
 JW1317'HIGHEST POINT OF A ROCKY KNOB
 JW1317'ON MCGOWAN MOUNTAIN AND IN THE MONONGAHELA NATIONAL
 JW1317'FOREST.  IT
 JW1317'IS SET FLUSH IN THE TOP AND AT THE APPROXIMATE CENTER OF A BOULDER
 JW1317'ABOUT 20 BY 20
 JW1317'FEET IN AREA AND 10 FEET HIGH AND IS STAMPED GOWAN
 JW1317'1941.
 JW1317'
 JW1317'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 JW1317'IN DRILL HOLES IN
 JW1317'BOULDERS.
 JW1317'
 JW1317'REFERENCE MARK NO. 1 IS SE OF THE STATION, SET FLUSH AND AT
 JW1317'THE SE EDGE OF THE
 JW1317'SAME BOULDER ON WHICH THE STATION IS LOCATED.
 JW1317'IT IS STAMPED GOWAN NO. 1 1941.
 JW1317'
 JW1317'REFERENCE MARK NO. 2 IS SW OF THE STATION, SET FLUSH IN THE
 JW1317'TOP AND AT THE SW
 JW1317'EDGE OF THE SAME BOULDER ON WHICH THE STATION
 JW1317'IS LOCATED.  IT IS STAMPED GOWAN NO.
 JW1317'2 1941.
 JW1317'
 JW1317'THE AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION
 JW1317'MOZARK.
 JW1317'
 JW1317'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219
 JW1317'AND STATE HIGHWAY
 JW1317'72 IN PARSONS GO EASTERLY ON U.S. HIGHWAY 219
 JW1317'FOR 0.2 MILE TO A SIDE ROAD RIGHT AT
 JW1317'A SIGN STATE GARAGE, TURN
 JW1317'RIGHT ACROSS RAILROAD TRACKS THEN TURN LEFT AND FOLLOW
 JW1317'MAIN ROAD FOR
 JW1317'1.4 MILES TO A SCHOOLHOUSE AND A ROAD FORKS, TAKE THE LEFT
 JW1317'FORK AND GO 3.5 MILES
 JW1317'TO A LOCKED BAR GATE (THE KEY MAY BE OBTAINED
 JW1317'FROM THE MONONGAHELA NATIONAL FOREST
 JW1317'DISTRICT HEADQUARTERS IN
 JW1317'ELKINS, WEST VIRGINIA), PASS THROUGH THE GATE AND
 JW1317'CONTINUE UP HILL
 JW1317'FOR 0.9 MILE TO AN OLD STONE QUARRY AND END OF TRUCK TRAVEL.  FROM
 JW1317'HERE FOLLOW A
 JW1317'WIDE FIRE TRAIL WESTERLY UP HILL TO WESTERN SLOPE,
 JW1317'TURN RIGHT AND CONTINUE ON FIRE
 JW1317'TRAIL UP ANOTHER HILL TO A FIRE
 JW1317'TRAIL MARKER NO. 54, A TOTAL DISTANCE OF ABOUT 1
 JW1317'1/2 MILES, CONTINUE
 JW1317'AHEAD ABOUT 75 YARDS, THEN TURN RIGHT AND GO TO THE HIGHEST POINT
 JW1317'OF THE HILL AND THE STATION.
 JW1317
 JW1317                          STATION RECOVERY (1956)
 JW1317
 JW1317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1317'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN
 JW1317'GOOD CONDITION.  A COMPLETE
 JW1317'DISCRIPTION FOLLOWS-
 JW1317'
 JW1317'THE STATION IS LOCATED ON THE SUMMIT OF MCGOWAN MOUNTAIN AIRLINE
 JW1317'ABOUT 3 MILES SOUTHEAST OF
 JW1317'PARSONS, 2 MILES SOUTHWEST OF HENDRICKS, AND 13 MILES NORTHEAST OF
 JW1317'ELKINS.
 JW1317'
 JW1317'TO REACH THE STATION FROM THE POST OFFICE IN PARSONS GO SOUTH 1 BLOCK
 JW1317'TO AN INTERSECTION.
 JW1317'TURN LEFT ONTO U.S. HIGHWAY 219 AND GO EAST 0.15 MILE TO A CROSS ROAD
 JW1317'TURN RIGHT, CROSS SOME RAILROAD
 JW1317'TRACKS, AND GO ABOUT 50 YARDS TO A CROSS ROAD.  TURN
 JW1317'LEFT AS PER SIGN FERNOW EXPTL. FOREST AND GO EAST
 JW1317'AND SOUTH 1.3 MILES TO A FORK AT A
 JW1317'SCHOOLHOUSE.  TAKE THE LEFT FORK AND GO EAST 1.0 MILE TO A FORK.
 JW1317'TAKE THE RIGHT FORK AND GO SOUTH
 JW1317'1.8 MILES TO A SIGN HICKMAN SLIDE ROAD AND A SIDE ROAD ON THE LEFT.
 JW1317'TURN LEFT AND GO EAST 0.05 MILE
 JW1317'TO A LOCKED GATE.  (A KEY MAY BE OBTAINED FROM THE
 JW1317'U.S. FOREST SERVICE HEADQUARTERS IN PARSONS.)
 JW1317'PASS THROUGH THE GATE AND GO EAST AND
 JW1317'SOUTHEAST 1.6 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 JW1317'SOUTHEAST 0.45 MILE TO A FORK.
 JW1317'TAKE THE LEFT FORK AND GO SOUTH 0.15 MILE TO A FORK ABOVE A LOG
 JW1317'LANDING.  TAKE THE LEFT FORK AND
 JW1317'GO NORTH ABOUT 50 FEET TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH
 JW1317'0.1 MILE TO A FORK.  TAKE THE RIGHT
 JW1317'FORK AND GO EAST 0.5 MILE TO A FORK IN A SADDLE.
 JW1317'TAKE THE RIGHT FORK AND GO SOUTH 0.2 MILE TO A
 JW1317'TRIANGULAR-BLAZED TREE ON THE LEFT.
 JW1317'PACK EAST ABOUT 1/4 MILE TO THE HIGHEST POINT OF THE MOUNTAIN AND
 JW1317'THE STATION.  ( A JEEP IS NEEDED TO
 JW1317'DRIVE FROM THE LOG LANDING MENTIONED ABOVE.)
 JW1317'
 JW1317'THE STATION MARK IS A STANDARD DISK STAMPED GOWAN 1941 CEMENTED IN A
 JW1317'DRILL HOLE IN THE TOP
 JW1317'AND NEAR THE CENTER OF A LARGE BOULDER THAT PROJECTS ABOUT 10 FEET
 JW1317'ABOVE THE GROUND.
 JW1317'
 JW1317'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GOWAN NO 1 1941
 JW1317'CEMENTED IN A DRILL HOLE
 JW1317'NEAR THE SOUTHEAST EDGE OF THE SAME BOULDER ON WHICH THE STATION IS
 JW1317'LOCATED.  IT IS 1 FOOT LOWER THAN THE STATION.
 JW1317'
 JW1317'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GOWAN NO 2 1941
 JW1317'CEMENTED IN A DRILL HOLE
 JW1317'NEAR THE SOUTHWEST EDGE OF THE SAME BOULDER ON WHICH THE STATION IS
 JW1317'LOCATED.  IT IS 2 INCHES LOWER THAN THE STATION.
 JW1317'
 JW1317'HEIGHT OF STAND- 1.43 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3677 ***********************************************************************
 HW3677  DESIGNATION -  GPS 1
 HW3677  PID         -  HW3677
 HW3677  STATE/COUNTY-  WV/RANDOLPH
 HW3677  USGS QUAD   -  MILL CREEK (1995)
 HW3677
 HW3677                         *CURRENT SURVEY CONTROL
 HW3677  ___________________________________________________________________
 HW3677* NAD 83(1995)-  38 37 50.21565(N)    079 55 29.64268(W)     ADJUSTED  
 HW3677* NAVD 88     -      1159.91   (meters)    3805.5    (feet)  LEVELING  
 HW3677  ___________________________________________________________________
 HW3677  X           -     872,929.556 (meters)                     COMP
 HW3677  Y           -  -4,912,964.730 (meters)                     COMP
 HW3677  Z           -   3,961,071.401 (meters)                     COMP
 HW3677  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 HW3677  ELLIP HEIGHT-        1129.38  (meters)          (10/04/01) GPS OBS
 HW3677  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HW3677
 HW3677  HORZ ORDER  -  FIRST
 HW3677  VERT ORDER  -  THIRD ?
 HW3677  ELLP ORDER  -  FOURTH    CLASS II
 HW3677
 HW3677.The horizontal coordinates were established by GPS observations
 HW3677.and adjusted by the National Geodetic Survey in April 1998..
 HW3677
 HW3677.The orthometric height was determined by differential leveling.
 HW3677.The vertical network tie was performed by a horz. field party for horz.
 HW3677.obs reductions. Reset procedures were used to establish the elevation.
 HW3677
 HW3677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3677
 HW3677.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3677
 HW3677.The ellipsoidal height was determined by GPS observations
 HW3677.and is referenced to NAD 83.
 HW3677
 HW3677.The geoid height was determined by GEOID03.
 HW3677
 HW3677;                    North         East     Units Scale Factor Converg.
 HW3677;SPC WV S     -   181,526.167   693,608.051   MT  0.99995593   +0 39 52.6
 HW3677;UTM  17      - 4,276,335.021   593,578.054   MT  0.99970783   +0 40 16.4
 HW3677
 HW3677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3677!SPC WV S     -   0.99982283  x   0.99995593  =   0.99977877
 HW3677!UTM  17      -   0.99982283  x   0.99970783  =   0.99953071
 HW3677
 HW3677                          SUPERSEDED SURVEY CONTROL
 HW3677
 HW3677  ELLIP H (04/01/98) 1129.42   (m)                       GP(       ) 4 1
 HW3677  NAD 83(1986)-  38 37 50.22142(N)    079 55 29.65579(W) AD(       ) 1
 HW3677
 HW3677.Superseded values are not recommended for survey control.
 HW3677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3677.See file dsdata.txt to determine how the superseded data were derived.
 HW3677
 HW3677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9357876335(NAD 83)
 HW3677_MARKER: DD = SURVEY DISK
 HW3677_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HW3677_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HW3677_STAMPING: GPS 1 1988
 HW3677_MARK LOGO: BSC   
 HW3677_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3677+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 HW3677
 HW3677  HISTORY     - Date     Condition        Report By
 HW3677  HISTORY     - 1988     MONUMENTED       BSC
 HW3677  HISTORY     - 19921118 GOOD
 HW3677  HISTORY     - 20041119 GOOD             INDIV
 HW3677
 HW3677                          STATION DESCRIPTION
 HW3677
 HW3677'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 HW3677'LOCATED ON CHEAT MOUNTAIN IN THE COUNTY OF RANDOLPH IN THE STATE OF
 HW3677'WEST VIRGINIA.
 HW3677'TO REACH - FROM THE TOWN OF BARTOW AT THE INTERSECTION OF ROUTE 28, 92
 HW3677'AND 250, PROCEED WESTERLY ON ROUTE 92, 250 FOR APPROXIMATELY 13.5 MI
 HW3677'(21.7 KM) TO THE TOP OF CHEAT MOUNTAIN AND WHERE ROUTE 92 TURNS
 HW3677'RIGHT.  THE STATION IS ON THE LEFT.
 HW3677'THE STATION IS A 3 IN ALUMINUM DISC ON AN IRON PIPE EXTENDING ABOVE
 HW3677'GROUND 0.2 FT (0.1 MT) AND IS STAMPED GPS 1 1988.
 HW3677
 HW3677                          STATION RECOVERY (1992)
 HW3677
 HW3677'RECOVERED 1992
 HW3677'RECOVERED IN GOOD CONDITION.
 HW3677
 HW3677                          STATION RECOVERY (2004)
 HW3677
 HW3677'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRI)
 HW3677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1603 ***********************************************************************
 JW1603  DESIGNATION -  GPS 187
 JW1603  PID         -  JW1603
 JW1603  STATE/COUNTY-  WV/MONONGALIA
 JW1603  USGS QUAD   -  LAKE LYNN (1976)
 JW1603
 JW1603                         *CURRENT SURVEY CONTROL
 JW1603  ___________________________________________________________________
 JW1603* NAD 83(1995)-  39 40 32.91864(N)    079 50 54.87406(W)     ADJUSTED  
 JW1603* NAVD 88     -       303.6    (meters)     996.     (feet)  VERTCON   
 JW1603  ___________________________________________________________________
 JW1603  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 JW1603  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JW1603
 JW1603  HORZ ORDER  -  FIRST
 JW1603
 JW1603.The horizontal coordinates were established by GPS observations
 JW1603.and adjusted by the National Geodetic Survey in April 1998..
 JW1603
 JW1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1603
 JW1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1603
 JW1603.The geoid height was determined by GEOID03.
 JW1603
 JW1603;                    North         East     Units Scale Factor Converg.
 JW1603;SPC WV N     -   130,593.439   570,095.289   MT  0.99994112   -0 13 20.3
 JW1603;UTM  17      - 4,392,409.927   598,749.654   MT  0.99972005   +0 44 06.6
 JW1603
 JW1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1603!SPC WV N     -   0.99995746  x   0.99994112  =   0.99989858
 JW1603!UTM  17      -   0.99995746  x   0.99972005  =   0.99967752
 JW1603
 JW1603                          SUPERSEDED SURVEY CONTROL
 JW1603
 JW1603  NAD 83(1995)-  39 40 32.92255(N)    079 50 54.87964(W) AD(       ) 1
 JW1603  NGVD 29 (02/08/94)  303.7    (m)          996.     (f) GPS OBS        
 JW1603
 JW1603.Superseded values are not recommended for survey control.
 JW1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1603.See file dsdata.txt to determine how the superseded data were derived.
 JW1603
 JW1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9875092410(NAD 83)
 JW1603_MARKER: S = SPIKE
 JW1603_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JW1603_SP_SET: DRIVEN INTO GROUND
 JW1603_MARK LOGO: HARTMN
 JW1603_MAGNETIC: I = MARKER IS A STEEL ROD
 JW1603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1603+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1989
 JW1603
 JW1603  HISTORY     - Date     Condition        Report By
 JW1603  HISTORY     - 1988     MONUMENTED       HARTMN
 JW1603  HISTORY     - 19890605 GOOD             HARTMN
 JW1603
 JW1603                          STATION DESCRIPTION
 JW1603
 JW1603'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1603'THIS STATION WAS USED AS A TIE BETWEEN STENTZ AND CHESTNUT. THE
 JW1603'STATION IS A SPIKE SET AT THE EDGE OF A GRASS ISLAND AT THE ENTRANCE
 JW1603'TO THE BRUCETON BANK ON ROUTE 857 IN WEST VIRGINIA. THE POINT IS
 JW1603'PHOTO IDENTIFIABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0108 ***********************************************************************
 JX0108  DESIGNATION -  GRAFTON BRDG
 JX0108  PID         -  JX0108
 JX0108  STATE/COUNTY-  WV/TAYLOR
 JX0108  USGS QUAD   -  GRAFTON (1976)
 JX0108
 JX0108                         *CURRENT SURVEY CONTROL
 JX0108  ___________________________________________________________________
 JX0108* NAD 83(1986)-  39 20 19.     (N)    080 01 27.     (W)     SCALED    
 JX0108* NAVD 88     -       304.479  (meters)     998.94   (feet)  ADJUSTED  
 JX0108  ___________________________________________________________________
 JX0108  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JX0108  DYNAMIC HT  -         304.290 (meters)     998.32  (feet)  COMP
 JX0108  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 JX0108
 JX0108  VERT ORDER  -  FIRST     CLASS II
 JX0108
 JX0108.The horizontal coordinates were scaled from a topographic map and have
 JX0108.an estimated accuracy of +/- 6 seconds.
 JX0108
 JX0108.The orthometric height was determined by differential leveling
 JX0108.and adjusted by the National Geodetic Survey in June 1991..
 JX0108.WARNING-Repeat measurements at this control monument indicate possible
 JX0108.vertical movement.
 JX0108
 JX0108.The geoid height was determined by GEOID03.
 JX0108
 JX0108.The dynamic height is computed by dividing the NAVD 88
 JX0108.geopotential number by the normal gravity value computed on the
 JX0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0108.degrees latitude (g = 980.6199 gals.).
 JX0108
 JX0108.The modeled gravity was interpolated from observed gravity values.
 JX0108
 JX0108;                    North         East    Units  Estimated Accuracy
 JX0108;SPC WV N     -    93,230.      554,810.      MT  (+/- 180 meters Scaled)
 JX0108
 JX0108                          SUPERSEDED SURVEY CONTROL
 JX0108
 JX0108  NGVD 29 (??/??/92)  304.66   (m)          999.5    (f) COMPUTED    1 2
 JX0108
 JX0108.Superseded values are not recommended for survey control.
 JX0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0108.See file dsdata.txt to determine how the superseded data were derived.
 JX0108
 JX0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND840548(NAD 83)
 JX0108_MARKER: DB = BENCH MARK DISK
 JX0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0108_SP_SET: BRIDGE
 JX0108_STAMPING: GRAFTON B.R.D.G. 1933
 JX0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0108
 JX0108  HISTORY     - Date     Condition        Report By
 JX0108  HISTORY     - 1933     MONUMENTED       CGS
 JX0108
 JX0108                          STATION DESCRIPTION
 JX0108
 JX0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0108'AT GRAFTON.
 JX0108'ALONG THE GRAFTON TO CLARKSBURG BRANCH OF THE B AND O RAILROAD
 JX0108'0.4 MILE SOUTHWEST OF STATION, ON SOUTHEAST END OF STEEL RAILROAD
 JX0108'BRIDGE OVER TYGART VALLEY RIVER, ON SOUTHEAST WING WALL, 2 1/2
 JX0108'YDS. EAST OF CENTER LINE NORTHBOUND TRACK 1 FOOT BELOW RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0109 ***********************************************************************
 JX0109  DESIGNATION -  GRAFTON BRDG RESET 1944
 JX0109  PID         -  JX0109
 JX0109  STATE/COUNTY-  WV/TAYLOR
 JX0109  USGS QUAD   -  GRAFTON (1976)
 JX0109
 JX0109                         *CURRENT SURVEY CONTROL
 JX0109  ___________________________________________________________________
 JX0109* NAD 83(1986)-  39 20 19.     (N)    080 01 27.     (W)     SCALED    
 JX0109* NAVD 88     -       304.439  (meters)     998.81   (feet)  ADJUSTED  
 JX0109  ___________________________________________________________________
 JX0109  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JX0109  DYNAMIC HT  -         304.250 (meters)     998.19  (feet)  COMP
 JX0109  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 JX0109
 JX0109  VERT ORDER  -  FIRST     CLASS II
 JX0109
 JX0109.The horizontal coordinates were scaled from a topographic map and have
 JX0109.an estimated accuracy of +/- 6 seconds.
 JX0109
 JX0109.The orthometric height was determined by differential leveling
 JX0109.and adjusted by the National Geodetic Survey in June 1991..
 JX0109
 JX0109.The geoid height was determined by GEOID03.
 JX0109
 JX0109.The dynamic height is computed by dividing the NAVD 88
 JX0109.geopotential number by the normal gravity value computed on the
 JX0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0109.degrees latitude (g = 980.6199 gals.).
 JX0109
 JX0109.The modeled gravity was interpolated from observed gravity values.
 JX0109
 JX0109;                    North         East    Units  Estimated Accuracy
 JX0109;SPC WV N     -    93,230.      554,810.      MT  (+/- 180 meters Scaled)
 JX0109
 JX0109                          SUPERSEDED SURVEY CONTROL
 JX0109
 JX0109  NGVD 29 (??/??/??)  304.61   (m)          999.4    (f) RESET       3  
 JX0109
 JX0109.Superseded values are not recommended for survey control.
 JX0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0109.See file dsdata.txt to determine how the superseded data were derived.
 JX0109
 JX0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND840548(NAD 83)
 JX0109_MARKER: DB = BENCH MARK DISK
 JX0109_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX0109_STAMPING: GRAFTON B.R.D.G. RESET 1944
 JX0109_MARK LOGO: CGS   
 JX0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0109
 JX0109  HISTORY     - Date     Condition        Report By
 JX0109  HISTORY     - 1944     MONUMENTED       BORR
 JX0109  HISTORY     - 1983     GOOD             NGS
 JX0109  HISTORY     - 1983     GOOD             NGS
 JX0109  HISTORY     - 1983     GOOD             NGS
 JX0109
 JX0109                          STATION DESCRIPTION
 JX0109
 JX0109'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1944
 JX0109'AT GRAFTON.
 JX0109'AT GRAFTON, TAYLOR COUNTY, 0.4 MILE SOUTHWEST ALONG THE BALTIMORE
 JX0109'AND OHIO RAILROAD FROM THE STATION, AT BRIDGE 1 OVER TYGART RIVER,
 JX0109'IN THE TOP OF THE BACKWALL OF THE SOUTHWEST ABUTMENT, 10.3 FEET
 JX0109'SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST TRACK, AND 1 FOOT
 JX0109'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED GRAFTON
 JX0109'B.R.D.G. RESET 1944.
 JX0109
 JX0109                          STATION RECOVERY (1983)
 JX0109
 JX0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0109'RECOVERED IN GOOD CONDITION.
 JX0109
 JX0109                          STATION RECOVERY (1983)
 JX0109
 JX0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0109'RECOVERED IN GOOD CONDITION.
 JX0109
 JX0109                          STATION RECOVERY (1983)
 JX0109
 JX0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2000 ***********************************************************************
 JX2000  DESIGNATION -  GRANDVIEW
 JX2000  PID         -  JX2000
 JX2000  STATE/COUNTY-  WV/WETZEL
 JX2000  USGS QUAD   -  WILEYVILLE (1976)
 JX2000
 JX2000                         *CURRENT SURVEY CONTROL
 JX2000  ___________________________________________________________________
 JX2000* NAD 83(1995)-  39 41 21.17550(N)    080 43 44.58376(W)     ADJUSTED  
 JX2000* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 JX2000  ___________________________________________________________________
 JX2000  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 JX2000  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JX2000
 JX2000  HORZ ORDER  -  THIRD
 JX2000
 JX2000.The horizontal coordinates were established by classical geodetic methods
 JX2000.and adjusted by the National Geodetic Survey in April 1998..
 JX2000
 JX2000.The orthometric height was scaled from a topographic map.
 JX2000
 JX2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2000
 JX2000.The geoid height was determined by GEOID03.
 JX2000
 JX2000;                    North         East     Units Scale Factor Converg.
 JX2000;SPC WV N     -   132,744.755   494,581.807   MT  0.99994135   -0 47 01.9
 JX2000;UTM  17      - 4,393,299.178   523,232.647   MT  0.99960665   +0 10 22.9
 JX2000
 JX2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2000!SPC WV N     -   0.99993232  x   0.99994135  =   0.99987367
 JX2000!UTM  17      -   0.99993232  x   0.99960665  =   0.99953900
 JX2000
 JX2000:                Primary Azimuth Mark                     Grid Az
 JX2000:SPC WV N     -  ST JOSEPH CATH CHURCH SPIRE              013 33 04.1
 JX2000:UTM  17      -  ST JOSEPH CATH CHURCH SPIRE              012 35 39.3
 JX2000
 JX2000|---------------------------------------------------------------------|
 JX2000| PID    Reference Object                     Distance      Geod. Az  |
 JX2000|                                                           dddmmss.s |
 JX2000| JX1999 ST JOSEPH CATH CHURCH SPIRE         APPROX. 4.9 KM 0124602.2 |
 JX2000| CX4615 GRANDVIEW RM 1                        8.276 METERS 22348     |
 JX2000| CX4616 GRANDVIEW RM 2                        8.865 METERS 31358     |
 JX2000| CX4614 GRANDVIEW AZ MK                                    3544510.4 |
 JX2000|---------------------------------------------------------------------|
 JX2000
 JX2000                          SUPERSEDED SURVEY CONTROL
 JX2000
 JX2000  NAD 83(1986)-  39 41 21.18195(N)    080 43 44.59125(W) AD(       ) 3
 JX2000  NAD 27      -  39 41 20.89500(N)    080 43 45.26670(W) AD(       ) 3
 JX2000
 JX2000.Superseded values are not recommended for survey control.
 JX2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2000.See file dsdata.txt to determine how the superseded data were derived.
 JX2000
 JX2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2323393299(NAD 83)
 JX2000_MARKER: DS = TRIANGULATION STATION DISK
 JX2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2000_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2000
 JX2000  HISTORY     - Date     Condition        Report By
 JX2000  HISTORY     - 1963     MONUMENTED       CGS
 JX2000
 JX2000                          STATION DESCRIPTION
 JX2000
 JX2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2000'THE STATION IS LOCATED ON A HIGH HILL, JUST EAST OF STATE HIGHWAY 89,
 JX2000'ABOUT 7-1/2 MILES NORTHEAST OF
 JX2000'THE CENTER OF NEW MARTINSVILLE, ABOUT 5-1/2 MILES WEST OF THE SILVER
 JX2000'HILL POST OFFICE, ABOUT 5-1/4 MILES
 JX2000'EAST-SOUTHEAST OF PROCTOR AND ABOUT 0.35 MILE
 JX2000'NORTHWEST OF THE GRANDVIEW SCHOOL.  IT IS 5 FEET WEST
 JX2000'OF A WITNESS POST, 122 FEET NORTH OF
 JX2000'A LONE 12 INCH TREE, 29 FEET SOUTHEAST OF AN OLD FENCE LINE AND ON
 JX2000'THE PROPERTY OF MR. CHARLES
 JX2000'HAWKEY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GRANDVIEW
 JX2000'1963.
 JX2000'
 JX2000'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 2 AND 89, WHICH IS
 JX2000'ABOUT 5 MILES NORTH OF NEW
 JX2000'MARTINSVILLE, GO EAST ON STATE HIGHWAY 89 FOR 6.0 MILES TO A ROAD
 JX2000'LEFT (COFFIELD RIDGE ROAD),
 JX2000'CONTINUE ON STATE HIGHWAY 89 FOR 0.25 MILE TO A Y-FORK, JUST
 JX2000'PAST A CHURCH AND CEMETERY ON THE LEFT.
 JX2000'KEEP RIGHT ON STATE HIGHWAY 89 FOR 1.15 MILES
 JX2000'TO A DRIVEWAY TO THE LEFT, LEADING TO MR. HAWKEYS HOUSE,
 JX2000'TURN SHARP LEFT AND GO 0.05 MILE
 JX2000'TO THE WEST SIDE OF A BARN AND END OF TRUCK TRAVEL.  PACK SOUTH UP
 JX2000'SLOPE OF HILL FOR 0.15 MILE TO THE
 JX2000'SOUTH PART OF THE HILL AND THE STATION.
 JX2000'
 JX2000'TO REACH THE AZIMUTH MARK FROM THIS POINT, KEEP LEFT FORK AND
 JX2000'CONTINUE ON BAKER FIELD ROAD
 JX2000'FOR 0.5 MILE TO THE AZIMUTH MARK AS DESCRIBED ON THE RIGHT.
 JX2000'
 JX2000'REFERENCE MARK 1 IS 28 FEET SOUTHWEST OF THE WITNESS POST, 98 FEET
 JX2000'NORTHEAST OF THE LONE 12
 JX2000'INCH TREE AND 30 FEET SOUTHEAST OF THE OLD FENCE LINE.  THE MONUMENT
 JX2000'PROJECTS 1 INCH AND THE DISK IS
 JX2000'STAMPED GRANDVIEW NO 1 1963.
 JX2000'
 JX2000'REFERENCE MARK 2 IS 1 FOOT SOUTHEAST OF THE OLD FENCE LINE AND 34
 JX2000'FEET NORTHWEST OF THE WITNESS
 JX2000'POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED GRANDVIEW
 JX2000'NO 2 1963.
 JX2000'
 JX2000'THE AZIMUTH MARK IS 3 FEET SOUTHWEST OF A WITNESS POST, 3 FEET WEST
 JX2000'OF A 16 INCH HICKORY TREE, 11
 JX2000'FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD AND 6 FEET NORTH OF A
 JX2000'WIRE FENCE.  THE MONUMENT IS FLUSH
 JX2000'AND THE DISK IS STAMPED GRANDVIEW 1963.
 JX2000'
 JX2000'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2139 ***********************************************************************
 JX2139  DESIGNATION -  GRANDVIEW CH OF CHRIST TOWER
 JX2139  PID         -  JX2139
 JX2139  STATE/COUNTY-  WV/WIRT
 JX2139  USGS QUAD   -  ELIZABETH (1975)
 JX2139
 JX2139                         *CURRENT SURVEY CONTROL
 JX2139  ___________________________________________________________________
 JX2139* NAD 83(1995)-  39 04 44.06428(N)    081 26 23.26921(W)     ADJUSTED  
 JX2139* NAVD 88     -                                                        
 JX2139  ___________________________________________________________________
 JX2139  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 JX2139  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JX2139
 JX2139  HORZ ORDER  -  THIRD
 JX2139
 JX2139.The horizontal coordinates were established by classical geodetic methods
 JX2139.and adjusted by the National Geodetic Survey in April 1998..
 JX2139
 JX2139
 JX2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2139
 JX2139.The geoid height was determined by GEOID03.
 JX2139
 JX2139;                    North         East     Units Scale Factor Converg.
 JX2139;SPC WV N     -    66,080.594   432,164.550   MT  0.99998602   -1 14 13.7
 JX2139;SPC WV S     -   230,839.400   561,942.653   MT  1.00004753   -0 16 18.8
 JX2139;UTM  17      - 4,325,625.045   461,959.464   MT  0.99961782   -0 16 38.1
 JX2139
 JX2139                          SUPERSEDED SURVEY CONTROL
 JX2139
 JX2139  NAD 83(1986)-  39 04 44.06930(N)    081 26 23.27550(W) AD(       ) 4
 JX2139  NAD 27      -  39 04 43.79000(N)    081 26 23.84000(W) AD(       ) 3
 JX2139
 JX2139.Superseded values are not recommended for survey control.
 JX2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2139.See file dsdata.txt to determine how the superseded data were derived.
 JX2139
 JX2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6195925625(NAD 83)
 JX2139_MARKER: 75 = BELFRY
 JX2139
 JX2139  HISTORY     - Date     Condition        Report By
 JX2139  HISTORY     - 1944     FIRST OBSERVED   CGS
 JX2139  HISTORY     - 1981     GOOD             NGS
 JX2139
 JX2139                          STATION DESCRIPTION
 JX2139
 JX2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2139'STATION IS LOCATED ABOUT 2-1/2 MILES W OF ELIZABETH,
 JX2139'ON THE SUMMIT OF A
 JX2139'HILL.  IT IS ON THE S SIDE OF A DIRT ROAD AND
 JX2139'ABOUT 1/4 MILE E OF THE ROSE HILL
 JX2139'METHODIST EPISCOPAL CHURCH.  IT
 JX2139'IS ON ONE-STORY WOOD FRAME CHURCH PAINTED WHITE,
 JX2139'WITH A BELFRY
 JX2139'ON THE FRONT OF THE ROOF.
 JX2139'
 JX2139'THE POINT OBSERVED ON WAS THE CENTER OF THE TOP OF THE BELFRY.
 JX2139'
 JX2139'TO REACH THE STATION FROM THE COURTHOUSE IN ELIZABETH, GO W
 JX2139'ON STATE HIGHWAY
 JX2139'14 FOR 1.95 MILES TO A T-ROAD LEFT IN THE TOE OF
 JX2139'THE HORSESHOE OF THE CURVE OF THE
 JX2139'HIGHWAY, TURN LEFT AND GO 1.6
 JX2139'MILES TO CHURCH ON THE LEFT.
 JX2139
 JX2139                          STATION RECOVERY (1981)
 JX2139
 JX2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JX2139'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3147 ***********************************************************************
 GY3147  DESIGNATION -  GRAPEVINE
 GY3147  PID         -  GY3147
 GY3147  STATE/COUNTY-  WV/MINGO
 GY3147  USGS QUAD   -  MAJESTIC (1977)
 GY3147
 GY3147                         *CURRENT SURVEY CONTROL
 GY3147  ___________________________________________________________________
 GY3147* NAD 83(1995)-  37 35 02.27839(N)    082 04 12.33080(W)     ADJUSTED  
 GY3147* NAVD 88     -       614.7    (meters)    2017.     (feet)  VERTCON   
 GY3147  ___________________________________________________________________
 GY3147  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 GY3147  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GY3147
 GY3147  HORZ ORDER  -  THIRD
 GY3147
 GY3147.The horizontal coordinates were established by classical geodetic methods
 GY3147.and adjusted by the National Geodetic Survey in April 1998..
 GY3147
 GY3147.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3147
 GY3147.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3147
 GY3147.The geoid height was determined by GEOID03.
 GY3147
 GY3147;                    North         East     Units Scale Factor Converg.
 GY3147;SPC WV S     -    65,359.276   505,486.676   MT  0.99998022   -0 39 41.5
 GY3147;UTM  17      - 4,160,195.009   405,519.093   MT  0.99970995   -0 39 09.8
 GY3147
 GY3147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3147!SPC WV S     -   0.99990849  x   0.99998022  =   0.99988871
 GY3147!UTM  17      -   0.99990849  x   0.99970995  =   0.99961846
 GY3147
 GY3147|---------------------------------------------------------------------|
 GY3147| PID    Reference Object                     Distance      Geod. Az  |
 GY3147|                                                           dddmmss.s |
 GY3147| DB9841 GRAPEVINE RM 1                        6.839 METERS 04925     |
 GY3147| DB9840 GRAPEVINE AZ MK                                    2195623.1 |
 GY3147| GY3149 DICKS STATE SFS LOT                 APPROX.16.7 KM 2363212.8 |
 GY3147| DB9842 GRAPEVINE RM 2                        7.591 METERS 30629     |
 GY3147|---------------------------------------------------------------------|
 GY3147
 GY3147                          SUPERSEDED SURVEY CONTROL
 GY3147
 GY3147  NAD 83(1995)-  37 35 02.27847(N)    082 04 12.33098(W) AD(       ) 3
 GY3147  NAD 83(1995)-  37 35 02.28684(N)    082 04 12.33596(W) AD(       ) 3
 GY3147  NAD 83(1986)-  37 35 02.28756(N)    082 04 12.33742(W) AD(       ) 3
 GY3147  NAD 27      -  37 35 01.89240(N)    082 04 12.88290(W) AD(       ) 3
 GY3147  NGVD 29 (07/19/86)  614.9    (m)         2017.     (f) VERT ANG       
 GY3147
 GY3147.Superseded values are not recommended for survey control.
 GY3147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3147.See file dsdata.txt to determine how the superseded data were derived.
 GY3147
 GY3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB0551960195(NAD 83)
 GY3147_MARKER: DS = TRIANGULATION STATION DISK
 GY3147_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3147_SP_SET: PREFABRICATED CONCRETE POST
 GY3147
 GY3147  HISTORY     - Date     Condition        Report By
 GY3147  HISTORY     - 1957     MONUMENTED       CGS
 GY3147
 GY3147                          STATION DESCRIPTION
 GY3147
 GY3147'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3147'THE STATION IS ON THE SUMMIT OF A HIGH HILL APPROXIMATELY 5 MILES
 GY3147'SOUTHEAST OF MATEWAN, 2 MILES NORTH OF THE VIRGINIA AND WEST
 GY3147'VIRGINIA LINE AND NEAR THE HEAD OF GRAPEVINE CREEK, ON PROPERTY OWNED
 GY3147'BY WILSON AND SON COAL COMPANY.
 GY3147'
 GY3147'TO REACH THE STATION FROM THE HIGH-SCHOOL IN MATEWAN, GO SOUTH ON
 GY3147'STATE HIGHWAY 49 FOR 4.25 MILES TO WHERE ROAD CROSSES A CONCRETE
 GY3147'BRIDGE AND A RAILROAD TRACK, CONTINUE ON HIGHWAY FOR 1.15 MILES TO A
 GY3147'SIDE ROAD LEFT JUST AFTER CROSSING A CONCRETE BRIDGE, TURN LEFT
 GY3147'ON GRADED ROAD, UP CREEK, FOR 1.45 MILES TO A RAILROAD UNDERPASS,
 GY3147'KEEP STRAIGHT AHEAD UP CREEK FOR 1.1 MILE TO A FORK, TAKE RIGHT
 GY3147'FORK THROUGH UNDERPASS FOR 0.15 MILE TO A FORK, TAKE LEFT FORK FOR
 GY3147'0.05 MILE TO A T ROAD, TURN LEFT, UP HILL, FOR 0.1 MILE TO A
 GY3147'REVERSE Y FORK, KEEP STRAIGHT AHEAD FOR 0.3 MILE TO A FORK, TAKE
 GY3147'RIGHT FOR 0.55 MILE TO A REVERSE Y FORK, *(REACH AZIMUTH MARK
 GY3147'FROM THIS POINT) TURN SHARP LEFT, UP HILL, FOR 0.4 MILE TO THE
 GY3147'TOP OF RIDGE AND A FORK, TAKE LEFT FORK, DIM TRACK ROAD, FOR 0.25
 GY3147'MILE TO A FORK, TAKE RIGHT FORK FOR 0.4 MILE TO ETT, JUST BEFORE
 GY3147'REACHING THE END OF THE ROAD, FROM HERE PACK EAST UP HILL ABOUT 75
 GY3147'YARDS TO THE TOP OF RIDGE, TURN LEFT, NORTH, GO ALONG RIDGE FOR
 GY3147'ABOUT 10 MINUTES TO THE HIGHEST POINT AND THE STATION. THE TRAIL IS
 GY3147'BLAZED.
 GY3147'
 GY3147'STATION MARKS ARE STANDARD DISKS STAMPED GRAPEVINE 1957. THE SURFACE
 GY3147'DISK IS BRAZED TO THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 4
 GY3147'INCHES. IT IS 16.8 FEET EAST OF A LARGE 2 FOOT TREE WITH A TRIANGLE
 GY3147'BLAZE ON THE EAST SIDE AND 12 FEET NORTHWEST OF A 1 FOOT HICKORY
 GY3147'TREE WITH 2 TRIANGLE BLAZES. THE UNDERGROUND DISK IS SET IN AN
 GY3147'IRREGULAR MASS OF CONCRETE 24 INCHES BELOW THE SURFACE OF THE
 GY3147'GROUND.
 GY3147'
 GY3147'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GRAPEVINE NO 1 1957, IS
 GY3147'BRAZED TO THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 GY3147'IT IS 29.5 FEET NORTHEAST OF A 1 FOOT HICKORY TREE WITH 2 TRIANGLE
 GY3147'BLAZES.
 GY3147'
 GY3147'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GRAPEVINE NO 2 1957, IS
 GY3147'BRAZED TO THE TOP OF A 2 INCH IRON PIPE WHICH IS FLUSH WITH THE
 GY3147'SURFACE OF THE GROUND. IT IS 18 FEET NORTH OF A 2 FOOT TREE WITH A
 GY3147'TRIANGLE BLAZE ON THE EAST SIDE.
 GY3147'
 GY3147'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAPEVINE 1957, BRAZED TO
 GY3147'THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 5 INCHES. IT IS
 GY3147'23 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A WOODEN BUILDING,
 GY3147'20 FEET EAST OF TWIN POWER POLES AND 12 FEET SOUTH OF THE SOUTHEAST
 GY3147'CORNER OF THE NORTH WOODEN BUILDING. THE MARK IS ON THE SMALL KNOLL
 GY3147'BETWEEN THE TWO BUILDINGS MENTIONED. A STANDARD WITNESS POST
 GY3147'WAS SET 2.5 FEET SOUTH OF THE MARK.
 GY3147'
 GY3147'*TO REACH
 GY3147'THE AZIMUTH FROM THE POINT MENTIONED ABOVE, KEEP STRAIGHT AHEAD FOR
 GY3147'1.2 MILES TO A REVERSE Y FORK, KEEP STRAIGHT AHEAD FOR 0.15
 GY3147'MILE TO ANOTHER REVERSE Y FORK, CONTINUE STRAIGHT AHEAD FOR 0.8 MILE
 GY3147'TO A QUONSET HUT AND 3 BUILDINGS ON THE LEFT. THE AZIMUTH MARK
 GY3147'IS BETWEEN THE TWO MOST NORTHERLY BUILDINGS, ON A SMALL KNOLL NEAR
 GY3147'THE POWER POLES.
 GY3147'
 GY3147'HEIGHT OF LIGHT ABOVE STATION MARK 1.24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1975 ***********************************************************************
 JX1975  DESIGNATION -  GRASS
 JX1975  PID         -  JX1975
 JX1975  STATE/COUNTY-  WV/MARSHALL
 JX1975  USGS QUAD   -  CAMERON (1988)
 JX1975
 JX1975                         *CURRENT SURVEY CONTROL
 JX1975  ___________________________________________________________________
 JX1975* NAD 83(1995)-  39 45 59.45445(N)    080 31 16.67270(W)     ADJUSTED  
 JX1975* NAVD 88     -       481.     (meters)    1578.     (feet)  SCALED    
 JX1975  ___________________________________________________________________
 JX1975  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 JX1975  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JX1975
 JX1975  HORZ ORDER  -  THIRD
 JX1975
 JX1975.The horizontal coordinates were established by classical geodetic methods
 JX1975.and adjusted by the National Geodetic Survey in April 1998..
 JX1975
 JX1975.The orthometric height was scaled from a topographic map.
 JX1975
 JX1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1975
 JX1975.The geoid height was determined by GEOID03.
 JX1975
 JX1975;                    North         East     Units Scale Factor Converg.
 JX1975;SPC WV N     -   141,103.065   512,497.923   MT  0.99994374   -0 39 04.9
 JX1975;SPC PA S     -    51,824.108   362,575.918   MT  1.00003027   -1 47 52.8
 JX1975;SPC PA S     -   170,026.26  1,189,551.16   sFT  1.00003027   -1 47 52.8
 JX1975;UTM  17      - 4,401,952.767   541,000.780   MT  0.99962070   +0 18 22.4
 JX1975
 JX1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1975!SPC WV N     -   0.99992978  x   0.99994374  =   0.99987353
 JX1975!SPC PA S     -   0.99992978  x   1.00003027  =   0.99996005
 JX1975!UTM  17      -   0.99992978  x   0.99962070  =   0.99955051
 JX1975
 JX1975:                Primary Azimuth Mark                     Grid Az
 JX1975:SPC WV N     -  GRASS AZ MK                              076 21 52.7
 JX1975:SPC PA S     -  GRASS AZ MK                              077 30 40.6
 JX1975:UTM  17      -  GRASS AZ MK                              075 24 25.4
 JX1975
 JX1975|---------------------------------------------------------------------|
 JX1975| PID    Reference Object                     Distance      Geod. Az  |
 JX1975|                                                           dddmmss.s |
 JX1975| CX4618 GRASS AZ MK                                        0754247.8 |
 JX1975| JX1872 HUNDRED MICROWAVE TOWER             APPROX.12.6 KM 1440745.6 |
 JX1975| CX4619 GRASS RM 1                           25.513 METERS 14711     |
 JX1975| CX4620 GRASS RM 2                            5.078 METERS 24215     |
 JX1975|---------------------------------------------------------------------|
 JX1975
 JX1975                          SUPERSEDED SURVEY CONTROL
 JX1975
 JX1975  NAD 83(1986)-  39 45 59.46017(N)    080 31 16.68061(W) AD(       ) 3
 JX1975  NAD 27      -  39 45 59.16070(N)    080 31 17.40740(W) AD(       ) 3
 JX1975
 JX1975.Superseded values are not recommended for survey control.
 JX1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1975.See file dsdata.txt to determine how the superseded data were derived.
 JX1975
 JX1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE4100101953(NAD 83)
 JX1975_MARKER: DS = TRIANGULATION STATION DISK
 JX1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1975_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1975
 JX1975  HISTORY     - Date     Condition        Report By
 JX1975  HISTORY     - 1963     MONUMENTED       CGS
 JX1975
 JX1975                          STATION DESCRIPTION
 JX1975
 JX1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1975'THE STATION IS LOCATED ON A FAIRLY HIGH HILL, THAT IS GRASS COVERED
 JX1975'ON THE EAST SIDE AND HAS AN
 JX1975'ORCHARD ACROSS THE TOP AND ON THE WEST SIDE.  IT IS ABOUT 9-1/2 MILES
 JX1975'NORTH OF LITTLETON, ABOUT 9-1/2
 JX1975'MILES SOUTHEAST OF CAMERON, ABOUT 4.0 MILES NORTHEAST
 JX1975'OF THE VILLAGE OF BELTON AND ABOUT 0.1 MILE WEST
 JX1975'OF THE WEST VIRGINIA-PENNSYLVANIA
 JX1975'STATE LINES.  IT IS 18 FEET EAST OF ONE OF LARGEST APPLE TREES IN
 JX1975'ORCHARD, 7 FEET SOUTHEAST OF A
 JX1975'SMALL PEACH TREE AND 8 FEET SOUTH OF A DIM ORCHARD ROAD.  IT IS ON
 JX1975'THE PROPERTY OF MRS. HAZEL GREGG.
 JX1975'THE MONUMENT IS 18 INCHES UNDERGROUND AND THE DISK IS
 JX1975'STAMPED GRASS 1963.
 JX1975'
 JX1975'TO REACH FROM THE RAILROAD CROSSING, JUST WEST OF THE RAILROAD
 JX1975'STATION IN CAMERON, GO SOUTH,
 JX1975'EAST AND SOUTH ON U.S. HIGHWAY 250 FOR 2.85 MILES TO SUMMIT OF A
 JX1975'GRADE AND A SIGN ON THE RIGHT
 JX1975'ROADSIDE PARK 1 MILE, CONTINUE ON HIGHWAY FOR 0.6 MILE TO THE
 JX1975'VILLAGE OF BIG RUN.  CONTINUE
 JX1975'SOUTHERLY ON U.S. HIGHWAY 250 FOR 1.0 MILE TO A SIDE ROAD
 JX1975'LEFT AT SIGN WOODRUFF ROAD, TURN LEFT AND GO
 JX1975'EAST AND SOUTHEAST ON WOODRUFF ROAD FO
 JX1975'1.5 MILES TO RAILROAD TRACKS AND THE VILLAGE OF WOODRUFF.
 JX1975'CROSS TRACKS AND KEEP RIGHT
 JX1975'AND FOLLOW MAIN ROAD SOUTHEAST AND NORTHEAST FOR 0.5 MILE TO A ROAD
 JX1975'RIGHT, TURN RIGHT AND GO SOUTH AND
 JX1975'SOUTHEAST ON ROCKY ROAD FOR 0.9 MILE TO A DRIVEWAY TO THE RIGHT
 JX1975'AND MAIN ROAD TURNS LEFT, KEEP LEFT WITH
 JX1975'MAIN ROAD AND GO 0.2 MILE TO A T-INTERSECTION,
 JX1975'TURN SHARP LEFT AND GO EAST ON ROAD FOR 0.15 MILE TO A SIDE
 JX1975'ROAD RIGHT, CONTINUE AHEAD FOR 0.05
 JX1975'MILE TO THE GREGGS HOME ON THE RIGHT.  TURN LEFT ONTO FIELD ROAD AND
 JX1975'GO WEST UPHILL FOR 0.15 MILE TO
 JX1975'THE ORCHARD AND THE STATION.
 JX1975'
 JX1975'TO REACH THE AZIMUTH MARK FROM THE MAIN ROAD 0.15 MILE EAST OF THE
 JX1975'STATION, GO NORTH AND EAST
 JX1975'ON THE GRAVEL ROAD FOR 0.7 MILE TO A CHURCH ON THE RIGHT, CONTINUE ON
 JX1975'THE GRAVEL ROAD FOR 0.2 MILE TO A
 JX1975'SIDE ROAD RIGHT AND DIRT ROAD PASSING BETWEEN TWO
 JX1975'BARNS, PASS BETWEEN THE BARNS ON DIRT ROAD AND GO
 JX1975'0.2 MILE TO THE AZIMUTH MARK ON THE
 JX1975'RIGHT AS DESCRIBED.
 JX1975'
 JX1975'REFERENCE MARK 1 IS 64 FEET SOUTH OF THE DIM ORCHARD ROAD AND 2 FEET
 JX1975'SOUTHWEST OF A 10 INCH DRILL
 JX1975'CASING.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GRASS NO 1
 JX1975'1963.
 JX1975'
 JX1975'REFERENCE MARK 2 IS 4 FEET EAST OF THE APPLE TREE AND 19 FEET SOUTH
 JX1975'OF THE CENTERLINE OF THE DIM
 JX1975'ORCHARD ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GRASS NO
 JX1975'2 1963.
 JX1975'
 JX1975'THE AZIMUTH MARK IS 2 FEET SOUTHWEST OF A WOODEN FENCE, 81 FEET
 JX1975'NORTHEAST OF THE NORTHEAST
 JX1975'CORNER OF A FRAME HOUSE, 47 FEET EAST OF A POWER POLE WITH
 JX1975'TRANSFORMER AND 3 FEET SOUTH OF A
 JX1975'WITNESS POST.  THE MARK IS ON THE PROPERTY OF MR. JAMES STROPE.  THE
 JX1975'MONUMENT PROJECTS 1 INCH AND THE
 JX1975'DISK IS STAMPED GRASS 1963.
 JX1975'
 JX1975'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2233 ***********************************************************************
 HY2233  DESIGNATION -  GREEN
 HY2233  PID         -  HY2233
 HY2233  STATE/COUNTY-  WV/CABELL
 HY2233  USGS QUAD   -  ATHALIA (1985)
 HY2233
 HY2233                         *CURRENT SURVEY CONTROL
 HY2233  ___________________________________________________________________
 HY2233* NAD 83(1995)-  38 34 41.24867(N)    082 16 47.77404(W)     ADJUSTED  
 HY2233* NAVD 88     -       175.95   (+/-2cm)     577.3    (feet)  VERTCON   
 HY2233  ___________________________________________________________________
 HY2233  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 HY2233  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HY2233
 HY2233  HORZ ORDER  -  SECOND
 HY2233  VERT ORDER  -  THIRD ? (See Below)
 HY2233
 HY2233.The horizontal coordinates were established by classical geodetic methods
 HY2233.and adjusted by the National Geodetic Survey in April 1998..
 HY2233
 HY2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2233.The vertical order pertains to the NGVD 29 superseded value.
 HY2233
 HY2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2233
 HY2233.The geoid height was determined by GEOID03.
 HY2233
 HY2233;                    North         East     Units Scale Factor Converg.
 HY2233;SPC WV S     -   175,926.693   488,477.447   MT  0.99994922   -0 47 28.5
 HY2233;SPC OH S     -    64,204.105   619,176.566   MT  1.00003413   +0 08 22.7
 HY2233;UTM  17      - 4,270,738.924   388,510.768   MT  0.99975307   -0 47 53.6
 HY2233
 HY2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2233!SPC WV S     -   0.99997762  x   0.99994922  =   0.99992684
 HY2233!SPC OH S     -   0.99997762  x   1.00003413  =   1.00001175
 HY2233!UTM  17      -   0.99997762  x   0.99975307  =   0.99973070
 HY2233
 HY2233|---------------------------------------------------------------------|
 HY2233| PID    Reference Object                     Distance      Geod. Az  |
 HY2233|                                                           dddmmss.s |
 HY2233| HY0045 H 116                                51.790 METERS 02709     |
 HY2233| HY2234 GREEN RM 1 1976                       9.104 METERS 21808     |
 HY2233| HY2230 CROWN                               APPROX. 1.6 KM 2584109.4 |
 HY2233| DB9858 GREEN RM 2                            8.272 METERS 34152     |
 HY2233|---------------------------------------------------------------------|
 HY2233
 HY2233                          SUPERSEDED SURVEY CONTROL
 HY2233
 HY2233  NAD 83(1995)-  38 34 41.25184(N)    082 16 47.77825(W) AD(       ) 2
 HY2233  NAD 83(1986)-  38 34 41.25646(N)    082 16 47.77942(W) AD(       ) 2
 HY2233  NAD 27      -  38 34 40.95500(N)    082 16 48.24416(W) AD(       ) 2
 HY2233  NGVD 29 (07/19/86)  176.13   (m)          577.9    (f) LEVELING    3  
 HY2233
 HY2233.Superseded values are not recommended for survey control.
 HY2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2233.See file dsdata.txt to determine how the superseded data were derived.
 HY2233
 HY2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC8851170739(NAD 83)
 HY2233_MARKER: DD = SURVEY DISK
 HY2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2233_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2233
 HY2233  HISTORY     - Date     Condition        Report By
 HY2233  HISTORY     - 1976     MONUMENTED       NGS
 HY2233
 HY2233                          STATION DESCRIPTION
 HY2233
 HY2233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2233'STATION IS ABOUT 1-1/2 MILES NORTH OF GREEN BOTTOM, WEST
 HY2233'VIRGINIA, 1 MILE SOUTH OF CROWN CITY, OHIO, 1/2 MILE EAST
 HY2233'OF THE OHIO RIVER AND ON PROPERTY RENTED BY MR. VOLLIE
 HY2233'MCCOMS, WHO LIVES AT THE STATION SITE.
 HY2233'
 HY2233'TO REACH THE STATION FROM THE GLENWOOD, WEST VIRGINIA, POST
 HY2233'OFFICE GO SOUTHWESTERLY ON STATE HIGHWAY 2 FOR 5.65 MILES
 HY2233'TO A CROSSROADS.  TURN RIGHT, CROSSING THE RAILROAD TRACKS
 HY2233'AND GO 0.05 MILE TO A FORK.  KEEP RIGHT AND GO NORTHERLY FOR
 HY2233'0.3 MILE TO THE STATION ON THE RIGHT.
 HY2233'
 HY2233'STATION MARKS ARE STANDARD DISKS STAMPED---GREEN 1976---.
 HY2233'THE SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE
 HY2233'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 37 FEET EAST-
 HY2233'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD AND 18 FEET WEST-
 HY2233'NORTHWEST OF THE NORTHWEST RAIL OF A RAILROAD TRACKS.  THE
 HY2233'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HY2233'36 INCHES BELOW THE GROUND.
 HY2233'
 HY2233'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---GREEN NO 1 1976---,
 HY2233'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HY2233'IS FLUSH WITH THE GROUND.  IT IS 32 FEET EAST-SOUTHEAST OF THE
 HY2233'ROAD AND 24.5 FEET WEST-NORTHWEST OF THE RAIL.  ABOUT THE SAME
 HY2233'ELEVATION AS THE STATION.
 HY2233'
 HY2233'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---GREEN NO 2
 HY2233'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HY2233'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 37 FEET WEST-
 HY2233'NORTHWEST OF THE RAIL AND 14 FEET EAST-SOUTHEAST OF THE RAIL.
 HY2233'ABOUT 1 FOOT LOWER THAN THE STATION.
 HY2233'
 HY2233'BENCH MARK H 116 IS A STANDARD BENCH MARK DISK STAMPED---H
 HY2233'116 1966---, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 HY2233'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 HY2233'27 FEET SOUTH OF POWER POLE NUMBER 8911-44, 21 FEET NORTHWEST
 HY2233'OF THE NORTHWEST RAIL OF THE RAILROAD TRACKS AND 2 FEET NORTH
 HY2233'OF MILE POST NUMBER 198.
 HY2233'
 HY2233'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 HY2233'A LEVEL TIE WAS MADE TO BENCH MARK H 116 1966.
 HY2233'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3152 ***********************************************************************
 HW3152  FBN         -  This is a Federal Base Network Control Station.
 HW3152  DESIGNATION -  GREEN BANK T007
 HW3152  PID         -  HW3152
 HW3152  STATE/COUNTY-  WV/POCAHONTAS
 HW3152  USGS QUAD   -  GREEN BANK (1995)
 HW3152
 HW3152                         *CURRENT SURVEY CONTROL
 HW3152  ___________________________________________________________________
 HW3152* NAD 83(1995)-  38 26 14.08357(N)    079 49 54.55837(W)     ADJUSTED  
 HW3152* NAVD 88     -       822.219  (meters)    2697.56   (feet)  ADJUSTED  
 HW3152  ___________________________________________________________________
 HW3152  X           -     883,224.131 (meters)                     COMP
 HW3152  Y           -  -4,924,444.430 (meters)                     COMP
 HW3152  Z           -   3,944,067.378 (meters)                     COMP
 HW3152  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 HW3152  ELLIP HEIGHT-         791.56  (meters)          (04/23/01) GPS OBS
 HW3152  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HW3152  DYNAMIC HT  -         821.554 (meters)    2695.38  (feet)  COMP
 HW3152  MODELED GRAV-     979,791.7   (mgal)                       NAVD 88
 HW3152
 HW3152  HORZ ORDER  -  A
 HW3152  VERT ORDER  -  FIRST     CLASS II
 HW3152  ELLP ORDER  -  FOURTH    CLASS I
 HW3152
 HW3152.The horizontal coordinates were established by VLBI observations
 HW3152.and local terrestrial surveys and adjusted by the
 HW3152.National Geodetic Survey in April 1992..
 HW3152
 HW3152.The orthometric height was determined by differential leveling
 HW3152.and adjusted by the National Geodetic Survey in March 1994..
 HW3152
 HW3152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3152
 HW3152.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3152
 HW3152.The ellipsoidal height was determined by GPS observations
 HW3152.and is referenced to NAD 83.
 HW3152
 HW3152.The geoid height was determined by GEOID03.
 HW3152
 HW3152.The dynamic height is computed by dividing the NAVD 88
 HW3152.geopotential number by the normal gravity value computed on the
 HW3152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3152.degrees latitude (g = 980.6199 gals.).
 HW3152
 HW3152.The modeled gravity was interpolated from observed gravity values.
 HW3152
 HW3152;                    North         East     Units Scale Factor Converg.
 HW3152;SPC WV S     -   160,161.788   701,982.481   MT  0.99993538   +0 43 19.8
 HW3152;UTM  17      - 4,254,976.279   601,952.597   MT  0.99972801   +0 43 34.6
 HW3152
 HW3152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3152!SPC WV S     -   0.99987581  x   0.99993538  =   0.99981120
 HW3152!UTM  17      -   0.99987581  x   0.99972801  =   0.99960386
 HW3152
 HW3152|---------------------------------------------------------------------|
 HW3152| PID    Reference Object                     Distance      Geod. Az  |
 HW3152|                                                           dddmmss.s |
 HW3152| HW3628 TAURUS                              379.213 METERS 26917     |
 HW3152|---------------------------------------------------------------------|
 HW3152
 HW3152                          SUPERSEDED SURVEY CONTROL
 HW3152
 HW3152  ELLIP H (12/01/95)  791.59   (m)                       GP(       ) 2 2
 HW3152  ELLIP H (06/29/94)  791.59   (m)                       GP(       ) 4 1
 HW3152  ELLIP H (04/04/94)  791.59   (m)                       GP(       ) 3 1
 HW3152  ELLIP H (04/03/92)  791.44   (m)                       GP(       ) 1 1
 HW3152  NAD 83(1986)-  38 26 14.08939(N)    079 49 54.57180(W) AD(       ) 3
 HW3152  NAD 27      -  38 26 13.66570(N)    079 49 55.35309(W) AD(       ) 3
 HW3152  NAVD 88 (04/04/94)  822.22   (m)         2697.6    (f) LEVELING    3  
 HW3152  NGVD 29 (??/??/??)  822.1    (m)         2697.     (f) GPS OBS        
 HW3152
 HW3152.Superseded values are not recommended for survey control.
 HW3152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3152.See file dsdata.txt to determine how the superseded data were derived.
 HW3152
 HW3152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0195354976(NAD 83)
 HW3152_MARKER: DD = SURVEY DISK
 HW3152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3152_SP_SET: CONCRETE POST
 HW3152_STAMPING: T 007 1970 USA TOPOCOM
 HW3152_MARK LOGO: USE   
 HW3152_PROJECTION: PROJECTING 15 CENTIMETERS
 HW3152_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3152+STABILITY: SURFACE MOTION
 HW3152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3152+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 HW3152
 HW3152  HISTORY     - Date     Condition        Report By
 HW3152  HISTORY     - 1971     MONUMENTED       USE
 HW3152  HISTORY     - 1971     GOOD
 HW3152  HISTORY     - 1983     GOOD             NGS
 HW3152  HISTORY     - 1987     GOOD             NGS
 HW3152  HISTORY     - 1987     GOOD             NGS
 HW3152  HISTORY     - 19870420 GOOD             NGS
 HW3152  HISTORY     - 19900503 GOOD             NGS
 HW3152  HISTORY     - 19930709 GOOD             NGS
 HW3152  HISTORY     - 19950719 GOOD             NGS
 HW3152  HISTORY     - 20000223 GOOD             NGS
 HW3152
 HW3152                          STATION DESCRIPTION
 HW3152
 HW3152'DESCRIBED 1971
 HW3152'RECOVERED IN GOOD CONDITION.
 HW3152
 HW3152                          STATION RECOVERY (1983)
 HW3152
 HW3152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW3152'1.5 KM (0.9 MI) WEST FROM ARBOVALE.
 HW3152'THE MARK IS ABOVE LEVEL WITH SURFACE OF GROUND AT ROAD.
 HW3152'TO REACH FROM THE ENTRANCE TO THE GREENBANK NATIONAL RADIO ASTRONOMY
 HW3152'OBSERVATORY WHICH IS ALONG STATE HIGHWAYS 28 AND 92 WHICH IS MIDWAY
 HW3152'BETWEEN GREENBANK AND ARBOVALE, GO NORTHWEST ON PROJECT ROAD FOR
 HW3152'0.3 KM (0.2 MI) TO A BAR GATE.  PASS THROUGH THE GATE AND CONTINUE
 HW3152'NORTHWEST ON PROJECT ROAD FOR 0.95 KM (0.6 MI) TO A DIRT DRIVEWAY ON
 HW3152'THE LEFT LEADING TO A SMALL BLOCK BUILDING AND MARK TO THE SOUTHWEST
 HW3152'OF THE BUILDING, 62.9 METERS (206.5 FT) SOUTHWEST FROM THE SOUTHWEST
 HW3152'CORNER OF THE SMALL BLOCK BUILDING, 48.2 METERS (158 FT) SOUTH FROM
 HW3152'THE CENTER OF PROJECT ROAD, 42.8 METERS (140.5 FT) WEST FROM THE
 HW3152'NORTHWEST LEG OF THE RADAR DISH AND 32.6 METERS (107 FT) NORTHWEST
 HW3152'FROM THE NORTHWEST CORNER OF A CONCRETE SLAB.  THERE IS A 1-METER HIGH
 HW3152'POLE FENCE SURROUNDING THIS MARK.
 HW3152
 HW3152                          STATION RECOVERY (1987)
 HW3152
 HW3152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 HW3152'THE STATION WAS RECOVERED AT THIS DATE.
 HW3152'
 HW3152'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 HW3152'NORTH OF GREEN BANK,
 HW3152'1.6 KM (1.0 MI) WEST OF ARBOVALE, AT THE NATIONAL RADIO ASTRONOMY
 HW3152'OBSERVATORY, NEAR AN OLD TRANSIT TYPE RADIO DISH.
 HW3152'OWNERSHIP--NATIONAL RADIO ASTRONOMY OBSERVATORY, P.O. BOX 2, GREEN
 HW3152'BANK, WV 24944.  RICHARD FLEMING, BUSINESS MANAGER, PHONE (304)
 HW3152'456-2231.
 HW3152'
 HW3152'TO REACH THE STATION FROM THE POST OFFICE IN GREEN BANK, GO
 HW3152'NORTHEAST FOR 1.9 KM (1.2 MI) ON STATE HIGHWAYS 28 AND 92 TO THE
 HW3152'MAIN ENTRANCE TO THE OBSERVATORY ON THE LEFT.
 HW3152'TURN LEFT AND GO NORTHWEST FOR 0.6 KM (0.35 MI) ON PROJECT ROAD TO
 HW3152'AND ELECTRONIC CROSS BAR GATE.  PASS THROUGH THE GATE AND CONTINUE
 HW3152'AHEAD FOR 1.0 KM (0.65 MI) TO A DIRT DRIVEWAY ON THE LEFT LEADING
 HW3152'TO A SMALL TRANSFORMER BUILDING, THE SMALL RADIO DISH AND THE
 HW3152'STATION.
 HW3152'
 HW3152'THE STATION IS A STANDARD USE DISK
 HW3152'STAMPED---T 007 1971 U.S.A.TOPO.COM.---,
 HW3152'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HW3152'39 CM IN DIAMETER PROJECTING 24 CM ABOVE GROUND.  LOCATED
 HW3152'62.9 METERS (206.5 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 HW3152'TRANSFORMER BUILDING,
 HW3152'48.2 METERS (158.0 FT) SOUTH FROM THE CENTER OF PROJECT ROAD,
 HW3152'42.8 METERS (140.5 FT) WEST FROM THE NORTHWEST LEG OF THE SMALL
 HW3152'RADIO DISH, AND
 HW3152'32.6 METERS (107.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 HW3152'CONCRETE SLAB.
 HW3152'
 HW3152'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 HW3152
 HW3152                          STATION RECOVERY (1987)
 HW3152
 HW3152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DCF)
 HW3152'THE STATION IS LOCATED ABOUT 70 MILES NORTHEAST OF GREENBRIER,
 HW3152'55 MILES SOUTH OF ELKINS, AND 13 MILES WEST OF MONTEREY,
 HW3152'ON THE OBSERVATORY JUST WEST OF THE 40 FOOT TELESCOPE,
 HW3152'IN A TWO RAIL FENCE.
 HW3152'OWNERSHIP -- NATIONAL RADIO ASTRONOMY OBSERVATORY
 HW3152'P.O. BOX 2, GREEN BANK, WEST VIRGINIA  24944-0002.
 HW3152'TO REACH THE STATION FROM THE POST OFFICE IN GREENBANK,
 HW3152'GO NORTH ON STATE HIGHWAY 28 FOR 1.2 MI TO GUARD HOUSE
 HW3152'AND MAIN ENTRANCE TO THE GREEN BANK RADIO ASTRONOMY
 HW3152'OBSERVATORY ON THE LEFT.  TURN WEST AND GO 0.35 MI.
 HW3152'TO A GATE, CONTINUE WEST FOR 0.65 MI TO THE 40 FT
 HW3152'TELESCOPE AND STATION ON THE LEFT.
 HW3152'THE STATION IS A STANDARD USACE DISK STAMPED---
 HW3152'T007 U.S.A. TOPO COM. 1970 ---  SET INTO TOP OF
 HW3152'R R-A ROUND CONCRETE MONUMENT/S-A SQUARE CONCRETE
 HW3152'MONUMENT/I-AN IRREGULAR MASS OF CONCRETE/P-A METAL PIPE
 HW3152'39.0 CM 15.0 INCHES IN DIAMETER/ON SIDE P F-FLUSH
 HW3152'WITH GROUND P-PROJECTING/R-RECESSED 21.0 CM
 HW3152'8.0 INCHES ABOVE/BELOW THE GROUND.
 HW3152'LOCATED 167 FT SOUTHWEST FROM A POLE, LOCATED 157.5 FT
 HW3152'SOUTH FROM THE CENTER OF A PAVED ROAD, LOCATED 140.5 FT
 HW3152'WEST FROM THE NORTHWEST LEG OF 40 FOOT TELESCOPE.
 HW3152
 HW3152                          STATION RECOVERY (1987)
 HW3152
 HW3152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DW)
 HW3152'OTHER ALIASES INCLUDE DOD 5671-0, IGB 11689 AND NN 683. STATION IS AT
 HW3152'THE NATIONAL RADIO ASTRONOMY OBSERVATORY (US DEPT OF ENERGY) , 1.3 MI
 HW3152'(2.1 KM) NORTH OF GREEN BANK, WEST VIRGINIA, AND 1.0 MI (1.6 KM) WEST
 HW3152'OF ARBOVALE, WEST VIRGINIA.  TO ACCESS FROM INTERSECTION OF US ROUTE
 HW3152'250 AND WV ROUTES 28 AND 92, GO SOUTH ON WV 28 AND 92 FOR 8.6 MI (13.8
 HW3152'KM) TO ENTRANCE OF COMPLEX.  GO NORTHWEST ON PROJECT ROAD FOR 0.2 MI
 HW3152'(0.3 KM) TO A BAR GATE.  WITH A DIESEL VEHICLE, CONTINUE ON PROJECT
 HW3152'ROAD FOR 0.6 MI (1.0 KM) TO A DIRT DRIVEWAY TO THE LEFT LEADING TO A
 HW3152'SMALL TRANSFORMER BUILDING AND THE STUDENT TELESCOPE AND THE STATION.
 HW3152'STATION IS 62.9 M (206.4 FT) SOUTHWEST OF BUILDINGS SOUTHWEST CORNER
 HW3152'AND 48.2 M (158.1 FT) SOUTH OF PROJECT ROAD, 42.8 M (140.4 FT) WEST OF
 HW3152'NW LEG OF STUDENT ANTENNA, 32.6 M (107.0 FT) NW OF NW CORNER OF A
 HW3152'CONCRETE SLAB, AND INSIDE OF A 1 M (3.3 FT) HIGH CIRCULAR POLE FENCE.
 HW3152'STATION IS OVER DISK ON 15-INCH ROUND CONCRETE POST PROJECTING 15 CM
 HW3152'ABOVE GROUND (AND ABOUT LEVEL WITH ROAD) .  CURRENTLY THERE IS A
 HW3152'WOODEN TRIPOD OVER THE MARK.
 HW3152
 HW3152                          STATION RECOVERY (1990)
 HW3152
 HW3152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HW3152'RECOVERED IN GOOD CONDITION.
 HW3152
 HW3152                          STATION RECOVERY (1993)
 HW3152
 HW3152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HW3152'THE STATION IS LOCATED ABOUT 54.7 KM (34.00 MI) SOUTH OF ELKINS, 20.9
 HW3152'KM (13.00 MI) WEST OF MONTEREY, 3.2 KM (2.00 MI) NORTH OF GREEN BANK,
 HW3152'AT THE NATIONAL RADIO ASTRONOMY OBSERVATORY, JUST WEST OF THE 12.2 M
 HW3152'(40.0 FT) TELESCOPE, AND SURROUNDED BY A TWO RAIL FENCE.
 HW3152'OWNERSHIP--NATIONAL RADIO ASTRONOMY OBSERVATORY, P.O. BOX 2, GREEN
 HW3152'BANK, WV 24944-0002.  PHONE--OBSERVATORY MAIN NUMBER--304-456-2011.
 HW3152'THERE ARE TWO PERSONS FAMILIAR WITH NGS AND STATION SITE LOCATION, MR
 HW3152'RICHARD FLEMING, PHONE--304-456-2231 AND MR. MIKE HOLSTIN,
 HW3152'PHONE--304-456-2283.
 HW3152'NOTE--NO GAS POWERED VEHICLES OR EQUIPMENT ALLOWED.
 HW3152'TO REACH THE STATION FROM THE POST OFFICE IN GREEN BANK, GO NORTH ON
 HW3152'STATE HIGHWAY 28 FOR 1.9 KM (1.20 MI) TO A GUARD HOUSE AT THE MAIN
 HW3152'ENTRANCE TO THE GREEN BANK RADIO ASTRONOMY OBSERVATORY ON THE LEFT.
 HW3152'TURN LEFT, WEST, AND GO 0.6 KM (0.35 MI) TO A GATE.  CONTINUE WEST
 HW3152'FOR 1.05 KM (0.65 MI) TO THE 12.2 M (40.0 FT) TELESCOPE AND STATION
 HW3152'ON THE LEFT.
 HW3152'THE STATION PROJECTING 21 CM ABOVE GROUND.  LOCATED INSIDE A 11 BY
 HW3152'11-FOOT SQUARE WOOD RAIL FENCE, 62.79 M (206.00 FT) SOUTHWEST FROM A
 HW3152'4 BY 4-INCH POST (WITH A SIGN READING 40-FOOT RADIO TELESCOPE) 48.0 M
 HW3152'(157.5 FT) SOUTH FROM THE CENTER OF A PAVED ROAD, AND 42.8 M
 HW3152'(140.4 FT) WEST FROM THE NORTHWEST LEG OF THE TELESCOPE.
 HW3152'LOCATED AT THE NATIONAL RADIO ASTRONOMY OBSERVATORY IN THE COUNTY OF
 HW3152'POCAHONTAS IN THE STATE OF WEST VIRGINIA.
 HW3152'TO REACH - FROM THE TOWN OF BARTOW WEST VIRGINIA, AT THE INTERSECTION
 HW3152'OF ROUTES 28, 92 AND 250, PROCEED SOUTH ON ROUTE 28 FOR APPROXIMATELY
 HW3152'8 MI (12.9 KM) TO THE NATIONAL RADIO ASTRONOMY OBSERVATORY.  TURN
 HW3152'RIGHT THROUGH GATE AND GO APPROXIMATELY 1.05 MI (1.69 KM) TO STATION
 HW3152'ON LEFT.
 HW3152'THE STATION IS AN ARMY CORPS OF ENGINEERS BRASS DISC IN A 15 IN
 HW3152'CONCRETE MONUMENT EXTENDING 9 INCHES ABOVE THE SURFACE OF THE GROUND.
 HW3152'THE STATION IS APPROXIMATELY 158 FT (48.2 MT) SOUTH OF THE CENTERLINE
 HW3152'OF THE ASPHALT ROAD AND APPROXIMATELY 140 FT (42.7 MT) WEST OF THE
 HW3152'NORTHWEST LEG OF A 40 FT (12.2 MT) RADIO TELESCOPE.
 HW3152
 HW3152                          STATION RECOVERY (1995)
 HW3152
 HW3152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 HW3152'THE STATION IS LOCATED ABOUT 54.7 KM (34.00 MI) SOUTH OF ELKINS, 20.9
 HW3152'KM (13.00 MI) WEST OF MONTEREY, 3.2 KM (2.00 MI) NORTH OF GREEN BANK,
 HW3152'AT THE NATIONAL RADIO ASTRONOMY OBSERVATORY, JUST WEST OF THE 40-FOOT
 HW3152'TELESCOPE, AND SURROUNDED BY A TWO RAIL FENCE.  OWNERSHIP--NATIONAL
 HW3152'RADIO ASTRONOMY OBSERVATORY, PO BOX 2, GREEN BANK WV 24944-0002, PHONE
 HW3152'304-456-2011.  THERE ARE TWO PERSONS FAMILIAR WITH NGS AND STATION
 HW3152'SITE LOCATION, RICHARD FLEMING, PHONE 304-456-2231 AND MIKE HOLSTIN,
 HW3152'PHONE 304-456-2283.  NOTE--NO GAS POWERED VEHICLES OR EQUIPMENT
 HW3152'ALLOWED.  TO REACH THE STATION FROM THE POST OFFICE IN GREEN BANK, GO
 HW3152'NORTH ON STATE HIGHWAY 28 FOR 1.9 KM (1.20 MI) TO A GUARD HOUSE AT THE
 HW3152'MAIN ENTRANCE TO THE GREEN BANK RADIO ASTRONOMY OBSERVATORY ON THE
 HW3152'LEFT.  TURN LEFT, WEST, AND GO 0.6 KM (0.35 MI) TO A GATE.  CONTINUE
 HW3152'WEST FOR 1.05 KM (0.65 MI) TO THE 40-FOOT TELESCOPE AND STATION ON THE
 HW3152'LEFT.  THE STATION PROJECTS 21 CM ABOVE GROUND. LOCATED INSIDE AN 11
 HW3152'FT (3.4 M) SQUARE WOOD RAIL FENCE, 62.79 M (206.00 FT) SOUTHWEST FROM
 HW3152'A 4-INCH SQUARE POST (WITH A SIGN READING 40-FOOT RADIO TELESCOPE),
 HW3152'48.0 M (157.5 FT) SOUTH FROM THE CENTER OF A PAVED ROAD AND 42.8 M
 HW3152'(140.4 FT) WEST FROM THE NORTHWEST LEG OF THE TELESCOPE.
 HW3152
 HW3152                          STATION RECOVERY (2000)
 HW3152
 HW3152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 HW3152'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE GUARD
 HW3152'HOUSE AT THE MAIN ENTRANCE OF THE COMPLEX HAS BEEN RAZED.  THE
 HW3152'CONTACT PERSON IS MR. MICHAEL J. HOLSTINE, BUSINESS MANAGER.
 HW3152'PHONE--304-465-2231.  CONTACT ONE DAY IN ADVANCE FOR ACCESS AS AN
 HW3152'ESCORT IS REQUIRED.  ONLY DIESEL OPERATED VEHICLES ARE ALLOWED IN
 HW3152'THE AREA OF THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3239 ***********************************************************************
 HW3239  DESIGNATION -  GREEN BANK VLBI 7204 NRAO 140
 HW3239  PID         -  HW3239
 HW3239  STATE/COUNTY-  WV/POCAHONTAS
 HW3239  USGS QUAD   -  GREEN BANK (1995)
 HW3239
 HW3239                         *CURRENT SURVEY CONTROL
 HW3239  ___________________________________________________________________
 HW3239* NAD 83(1995)-  38 26 16.13756(N)    079 50 08.79264(W)     ADJUSTED  
 HW3239* NAVD 88     -       844.7    (meters)    2771.     (feet)  VERTCON   
 HW3239  ___________________________________________________________________
 HW3239  X           -     882,880.434 (meters)                     COMP
 HW3239  Y           -  -4,924,483.834 (meters)                     COMP
 HW3239  Z           -   3,944,130.881 (meters)                     COMP
 HW3239  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HW3239  ELLIP HEIGHT-         813.90  (meters)          (04/03/92) GPS OBS
 HW3239  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HW3239
 HW3239  HORZ ORDER  -  A
 HW3239  ELLP ORDER  -  FIRST     CLASS I
 HW3239
 HW3239.The horizontal coordinates were established by VLBI observations
 HW3239.and local terrestrial surveys and adjusted by the
 HW3239.National Geodetic Survey in April 1992..
 HW3239
 HW3239.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3239
 HW3239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3239
 HW3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3239
 HW3239.The ellipsoidal height was determined by GPS observations
 HW3239.and is referenced to NAD 83.
 HW3239
 HW3239.The geoid height was determined by GEOID03.
 HW3239
 HW3239;                    North         East     Units Scale Factor Converg.
 HW3239;SPC WV S     -   160,220.769   701,636.521   MT  0.99993542   +0 43 11.0
 HW3239;UTM  17      - 4,255,035.224   601,606.705   MT  0.99972714   +0 43 25.7
 HW3239
 HW3239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3239!SPC WV S     -   0.99987231  x   0.99993542  =   0.99980774
 HW3239!UTM  17      -   0.99987231  x   0.99972714  =   0.99959949
 HW3239
 HW3239                          SUPERSEDED SURVEY CONTROL
 HW3239
 HW3239  NAD 83(1986)-  38 26 16.13751(N)    079 50 08.79231(W) AD(       ) 1
 HW3239  NGVD 29 (07/19/86)  844.7    (m)         2771.     (f) GPS OBS        
 HW3239
 HW3239.Superseded values are not recommended for survey control.
 HW3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3239.See file dsdata.txt to determine how the superseded data were derived.
 HW3239
 HW3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0160755035(NAD 83)
 HW3239_MARKER: Z = SEE DESCRIPTION
 HW3239_SETTING: 0 = UNSPECIFIED SETTING
 HW3239_MARK LOGO: NASA  
 HW3239_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HW3239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW3239+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HW3239
 HW3239  HISTORY     - Date     Condition        Report By
 HW3239  HISTORY     - 1976     MONUMENTED       NASA
 HW3239  HISTORY     - 1986     GOOD
 HW3239
 HW3239                          STATION DESCRIPTION
 HW3239
 HW3239'DESCRIBED BY NAT AERO SPACE ADMIN 1976
 HW3239'PRIMARY SCIENTIFIC PURPOSE - MEASUREMENTS SUPPORTING THE DETERMINATION
 HW3239'OF PLATE MOTION, PLATE STABILITY, AND POLAR MOTION /EARTH ROTATION.
 HW3239'SITE DESCRIPTION - THE STATION IS LOCATED IN EASTERN WEST VIRGINIA AT
 HW3239'THE NATIONAL RADIO ASTRONOMY OBSERVATORY (NRAO) OPERATED BY THE
 HW3239'NATIONAL SCIENCE FOUNDATION.  THE 140-FOOT RADIO TELESCOPE AND THE
 HW3239'NUMBER 3 85-FOOT ANTENNA HAVE BEEN USED FOR VLBI MEASUREMENTS.
 HW3239'THE MARK IS A REFERENCE POINT ON THE 43-METER (140-FOOT) RADIO
 HW3239'TELESCOPE.
 HW3239'SITE TOPO MAP - CASS, WV., USGS.
 HW3239'GEOLOGICAL PROVINCE - THE VALLEY AND RIDGE PROVINCE
 HW3239'LOCAL GEOLOGY - PALEOZOIC CONSOLIDATED SEDIMENTARY ROCKS
 HW3239
 HW3239                          STATION RECOVERY (1986)
 HW3239
 HW3239'RECOVERED 1986
 HW3239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2234 ***********************************************************************
 HY2234  DESIGNATION -  GREEN RM 1 1976
 HY2234  PID         -  HY2234
 HY2234  STATE/COUNTY-  WV/CABELL
 HY2234  USGS QUAD   -  ATHALIA (1985)
 HY2234
 HY2234                         *CURRENT SURVEY CONTROL
 HY2234  ___________________________________________________________________
 HY2234* NAD 83(1995)-  38 34 41.01642(N)    082 16 48.00627(W)     ADJUSTED  
 HY2234* NAVD 88     -       175.84   (+/-2cm)     576.9    (feet)  VERTCON   
 HY2234  ___________________________________________________________________
 HY2234  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 HY2234  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HY2234
 HY2234  HORZ ORDER  -  SECOND
 HY2234  VERT ORDER  -  THIRD ? (See Below)
 HY2234
 HY2234.The horizontal coordinates were established by classical geodetic methods
 HY2234.and adjusted by the National Geodetic Survey in April 1998..
 HY2234
 HY2234.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2234.The vertical order pertains to the NGVD 29 superseded value.
 HY2234
 HY2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2234
 HY2234.The geoid height was determined by GEOID03.
 HY2234
 HY2234;                    North         East     Units Scale Factor Converg.
 HY2234;SPC WV S     -   175,919.610   488,471.728   MT  0.99994922   -0 47 28.6
 HY2234;SPC OH S     -    64,196.929   619,170.962   MT  1.00003415   +0 08 22.5
 HY2234;UTM  17      - 4,270,731.844   388,505.049   MT  0.99975308   -0 47 53.8
 HY2234
 HY2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2234!SPC WV S     -   0.99997764  x   0.99994922  =   0.99992686
 HY2234!SPC OH S     -   0.99997764  x   1.00003415  =   1.00001179
 HY2234!UTM  17      -   0.99997764  x   0.99975308  =   0.99973072
 HY2234
 HY2234|---------------------------------------------------------------------|
 HY2234| PID    Reference Object                     Distance      Geod. Az  |
 HY2234|                                                           dddmmss.s |
 HY2234| HY2233 GREEN                                 9.104 METERS 03808     |
 HY2234| HY2230 CROWN                               APPROX. 1.6 KM 2585356.0 |
 HY2234|---------------------------------------------------------------------|
 HY2234
 HY2234                          SUPERSEDED SURVEY CONTROL
 HY2234
 HY2234  NAD 83(1995)-  38 34 41.01958(N)    082 16 48.01048(W) AD(       ) 2
 HY2234  NAD 83(1986)-  38 34 41.02419(N)    082 16 48.01166(W) AD(       ) 2
 HY2234  NAD 27      -  38 34 40.72273(N)    082 16 48.47639(W) AD(       ) 2
 HY2234  NGVD 29 (07/19/86)  176.02   (m)          577.5    (f) LEVELING    3  
 HY2234
 HY2234.Superseded values are not recommended for survey control.
 HY2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2234.See file dsdata.txt to determine how the superseded data were derived.
 HY2234
 HY2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC8850570732(NAD 83)
 HY2234_MARKER: DD = SURVEY DISK
 HY2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2234+STABILITY: SURFACE MOTION
 HY2234
 HY2234  HISTORY     - Date     Condition        Report By
 HY2234  HISTORY     - 1976     MONUMENTED       NGS
 HY2234
 HY2234                          STATION DESCRIPTION
 HY2234
 HY2234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2234'THIS MARK WAS USED TO VERIFY THE POSITION OF GREEN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2933 ***********************************************************************
 HX2933  DESIGNATION -  GREEN USGS 1961
 HX2933  PID         -  HX2933
 HX2933  STATE/COUNTY-  WV/NICHOLAS
 HX2933  USGS QUAD   -  LITTLE BIRCH (1976)
 HX2933
 HX2933                         *CURRENT SURVEY CONTROL
 HX2933  ___________________________________________________________________
 HX2933* NAD 83(1995)-  38 31 39.88707(N)    080 40 01.25889(W)     ADJUSTED  
 HX2933* NAVD 88     -       665.     (meters)    2182.     (feet)  SCALED    
 HX2933  ___________________________________________________________________
 HX2933  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 HX2933  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HX2933
 HX2933  HORZ ORDER  -  SECOND
 HX2933
 HX2933.The horizontal coordinates were established by classical geodetic methods
 HX2933.and adjusted by the National Geodetic Survey in April 1998..
 HX2933
 HX2933.The orthometric height was scaled from a topographic map.
 HX2933
 HX2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2933
 HX2933.The geoid height was determined by GEOID03.
 HX2933
 HX2933;                    North         East     Units Scale Factor Converg.
 HX2933;SPC WV S     -   169,616.743   629,034.237   MT  0.99994358   +0 12 21.1
 HX2933;UTM  17      - 4,264,424.754   529,024.360   MT  0.99961037   +0 12 26.7
 HX2933
 HX2933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2933!SPC WV S     -   0.99990066  x   0.99994358  =   0.99984424
 HX2933!UTM  17      -   0.99990066  x   0.99961037  =   0.99951106
 HX2933
 HX2933                          SUPERSEDED SURVEY CONTROL
 HX2933
 HX2933  NAD 83(1986)-  38 31 39.89395(N)    080 40 01.26996(W) AD(       ) 2
 HX2933  NAD 27      -  38 31 39.51950(N)    080 40 01.92620(W) AD(       ) 2
 HX2933
 HX2933.Superseded values are not recommended for survey control.
 HX2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2933.See file dsdata.txt to determine how the superseded data were derived.
 HX2933
 HX2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC2902464425(NAD 83)
 HX2933_MARKER: H = DRILL HOLE
 HX2933_SETTING: 0 = UNSPECIFIED SETTING
 HX2933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2933
 HX2933  HISTORY     - Date     Condition        Report By
 HX2933  HISTORY     - 1961     MONUMENTED       USGS
 HX2933
 HX2933                          STATION DESCRIPTION
 HX2933
 HX2933'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (SCM)
 HX2933'STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHEAST OF
 HX2933'SUTTON AND ABOUT 4
 HX2933'1/2 MILES SOUTHEAST OF THE LITTLE BIRCH POST OFFICE.
 HX2933'STATION IS A HOLE ABOUT 1 INCH IN
 HX2933'DIAMETER IN THE TOP OF AN 8 X 8 INCH
 HX2933'SANDSTONE MONUMENT, 1 FOOT SOUTH OF A RAIL FENCE AND
 HX2933'20 FEET NORTHEAST OF A
 HX2933'20 INCH HICKORY TREE.  THE MARK PROJECTS 8 INCHES.
 HX2933'
 HX2933'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ROSE AND
 HX2933'THE DISTANCE IS
 HX2933'11.91 FEET OR 3.630 METERS.
 HX2933'
 HX2933'TO REACH FROM THE BRIDGE OVER THE ELK RIVER IN SUTTON, GO SOUTHERLY
 HX2933'ON U.S. HIGHWAY NO.
 HX2933'19 FOR 7.4 MILES TO LITTLE BIRCH POST OFFICE ON RIGHT.
 HX2933'CONTINUE SOUTHERLY ON U.S. HIGHWAY
 HX2933'NO. 19 FOR 1.8 MILES TO SIDE ROAD LEFT
 HX2933'AT BRAXTON COUNTY SCHOOL GARAGE ON LEFT.  TURN LEFT
 HX2933'AND GO SOUTHERLY ON
 HX2933'GRADED ROAD FOR 3.25 MILES TO SCHOOL BUILDING ON LEFT.  CONTINUE
 HX2933'EASTERLY ON DIRT ROAD
 HX2933'FOR 0.9 MILE TO REVERSED FORK ON RIGHT AND GATE ON LEFT.
 HX2933'TURN LEFT, PASS THROUGH GATE
 HX2933'AND GO 0.1 MILE TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3678 ***********************************************************************
 HW3678  CBN         -  This is a Cooperative Base Network Control Station.
 HW3678  DESIGNATION -  GREENBRIER
 HW3678  PID         -  HW3678
 HW3678  STATE/COUNTY-  WV/POCAHONTAS
 HW3678  USGS QUAD   -  DURBIN (1995)
 HW3678
 HW3678                         *CURRENT SURVEY CONTROL
 HW3678  ___________________________________________________________________
 HW3678* NAD 83(1995)-  38 32 30.62714(N)    079 46 38.06922(W)     ADJUSTED  
 HW3678* NAVD 88     -       847.1    (meters)    2779.     (feet)  GPS OBS   
 HW3678  ___________________________________________________________________
 HW3678  X           -     886,635.639 (meters)                     COMP
 HW3678  Y           -  -4,916,507.796 (meters)                     COMP
 HW3678  Z           -   3,953,172.079 (meters)                     COMP
 HW3678  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 HW3678  ELLIP HEIGHT-         816.64  (meters)          (04/23/01) GPS OBS
 HW3678  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HW3678
 HW3678  HORZ ORDER  -  A
 HW3678  ELLP ORDER  -  FOURTH    CLASS I
 HW3678
 HW3678.The horizontal coordinates were established by GPS observations
 HW3678.and adjusted by the National Geodetic Survey in April 2001..
 HW3678
 HW3678.The orthometric height was determined by GPS observations and a
 HW3678.high-resolution geoid model.
 HW3678
 HW3678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3678
 HW3678.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3678
 HW3678.The ellipsoidal height was determined by GPS observations
 HW3678.and is referenced to NAD 83.
 HW3678
 HW3678.The geoid height was determined by GEOID03.
 HW3678
 HW3678;                    North         East     Units Scale Factor Converg.
 HW3678;SPC WV S     -   171,832.236   706,593.931   MT  0.99994508   +0 45 21.3
 HW3678;UTM  17      - 4,266,644.730   606,562.065   MT  0.99973984   +0 45 43.0
 HW3678
 HW3678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3678!SPC WV S     -   0.99987188  x   0.99994508  =   0.99981697
 HW3678!UTM  17      -   0.99987188  x   0.99973984  =   0.99961176
 HW3678
 HW3678                          SUPERSEDED SURVEY CONTROL
 HW3678
 HW3678  NAD 83(1995)-  38 32 30.62649(N)    079 46 38.06960(W) AD(       ) 1
 HW3678  ELLIP H (04/01/98)  816.70   (m)                       GP(       ) 4 1
 HW3678  NAD 83(1986)-  38 32 30.63230(N)    079 46 38.08261(W) AD(       ) 1
 HW3678
 HW3678.Superseded values are not recommended for survey control.
 HW3678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3678.See file dsdata.txt to determine how the superseded data were derived.
 HW3678
 HW3678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0656266645(NAD 83)
 HW3678_MARKER: DD = SURVEY DISK
 HW3678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3678_SP_SET: CONCRETE POST
 HW3678_STAMPING: GREENBRIER GPS 1992
 HW3678_MARK LOGO: USFS  
 HW3678_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3678+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2000
 HW3678
 HW3678  HISTORY     - Date     Condition        Report By
 HW3678  HISTORY     - 1992     MONUMENTED       USFS
 HW3678  HISTORY     - 20000326 GOOD             WVALS
 HW3678
 HW3678                          STATION DESCRIPTION
 HW3678
 HW3678'DESCRIBED BY US FOREST SERVICE 1992
 HW3678'LOCATED AT GREENBRIER RANGER STATION IN THE COUNTY OF POCAHONTAS IN
 HW3678'THE STATE OF WEST VIRGINIA.
 HW3678'TO REACH - FROM THE INTERSECTION OF ROUTE 28 AND ROUTES 92 AND 250 IN
 HW3678'THE TOWN OF BARTOW, PROCEED WEST ON ROUTE 92, 250 FOR .5 MI (0.8 KM)
 HW3678'TO GREENBRIER RANGER STATION.  THE STATION IS APPROXIMATELY 40 FT
 HW3678'(12.2 MT) NORTHEAST OF A GRAVEL PARKING LOT WHICH IS JUST NORTH OF
 HW3678'THE RANGER STATION.
 HW3678'THE STATION IS A BRASS DISC IN A 10 IN X 10 IN CONCRETE MONUMENT
 HW3678'STAMPED GREENBRIER GPS 1992.
 HW3678
 HW3678                          STATION RECOVERY (2000)
 HW3678
 HW3678'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (RH)
 HW3678'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3186 ***********************************************************************
 KY3186  DESIGNATION -  GREGGS
 KY3186  PID         -  KY3186
 KY3186  STATE/COUNTY-  WV/OHIO
 KY3186  USGS QUAD   -  WHEELING (1994)
 KY3186
 KY3186                         *CURRENT SURVEY CONTROL
 KY3186  ___________________________________________________________________
 KY3186* NAD 83(1995)-  40 05 48.61439(N)    080 42 04.30711(W)     ADJUSTED  
 KY3186* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 KY3186  ___________________________________________________________________
 KY3186  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 KY3186  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY3186
 KY3186  HORZ ORDER  -  THIRD
 KY3186
 KY3186.The horizontal coordinates were established by classical geodetic methods
 KY3186.and adjusted by the National Geodetic Survey in April 1998..
 KY3186
 KY3186.The orthometric height was scaled from a topographic map.
 KY3186
 KY3186.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3186
 KY3186.The geoid height was determined by GEOID03.
 KY3186
 KY3186;                    North         East     Units Scale Factor Converg.
 KY3186;SPC WV N     -   177,965.610   497,575.918   MT  0.99997446   -0 45 57.9
 KY3186;SPC OH S     -   234,313.122   753,381.447   MT  1.00001318   +1 08 29.0
 KY3186;UTM  17      - 4,438,548.081   525,469.738   MT  0.99960799   +0 11 32.8
 KY3186
 KY3186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3186!SPC WV N     -   0.99994370  x   0.99997446  =   0.99991816
 KY3186!SPC OH S     -   0.99994370  x   1.00001318  =   0.99995688
 KY3186!UTM  17      -   0.99994370  x   0.99960799  =   0.99955171
 KY3186
 KY3186|---------------------------------------------------------------------|
 KY3186| PID    Reference Object                     Distance      Geod. Az  |
 KY3186|                                                           dddmmss.s |
 KY3186| CX4626 GREGGS RM 1                          20.085 METERS 03631     |
 KY3186| KY3187 WHEELING RADIO STA WKWK TOWER        48.517 METERS 05004     |
 KY3186| KY3184 KRAFT                               APPROX. 9.2 KM 1365838.3 |
 KY3186| CX4627 GREGGS RM 2                          18.438 METERS 14344     |
 KY3186| KY3206 MT PLEASANT MUNICIPAL TANK          APPROX.11.7 KM 3155105.2 |
 KY3186|---------------------------------------------------------------------|
 KY3186
 KY3186                          SUPERSEDED SURVEY CONTROL
 KY3186
 KY3186  NAD 83(1986)-  40 05 48.62104(N)    080 42 04.31548(W) AD(       ) 3
 KY3186  NAD 27      -  40 05 48.36910(N)    080 42 05.02950(W) AD(       ) 3
 KY3186
 KY3186.Superseded values are not recommended for survey control.
 KY3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3186.See file dsdata.txt to determine how the superseded data were derived.
 KY3186
 KY3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2547038548(NAD 83)
 KY3186_MARKER: DS = TRIANGULATION STATION DISK
 KY3186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3186_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3186
 KY3186  HISTORY     - Date     Condition        Report By
 KY3186  HISTORY     - 1963     MONUMENTED       CGS
 KY3186  HISTORY     - 1964     GOOD             CGS
 KY3186
 KY3186                          STATION DESCRIPTION
 KY3186
 KY3186'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3186'THE STATION IS LOCATED ON A HIGH BLUFF ABOUT 1/4 MILE EAST OF THE
 KY3186'OHIO RIVER, 2 MILES NORTH OF WHEELING AND ON THE PROPERTY OF MR.
 KY3186'LOU DICKY.  IT IS 6 FEET EAST OF A WITNESS POST, 44 FEET SOUTHEAST
 KY3186'OF A POWER POLE AND THE EDGE OF THE BLUFF, 69 FEET WEST OF A POWER
 KY3186'POLE, 95 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD AND
 KY3186'159 FEET SOUTHWEST OF THE CENTER OF WKWK RADIO TOWER.  THE MONUMENT
 KY3186'IS FLUSH AND THE DISK IS STAMPED GREGGS 1963.
 KY3186'
 KY3186'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 2
 KY3186'IN WHEELING, GO EASTERLY ON U.S. HIGHWAY 40 FOR 1.4 MILES TO A
 KY3186'SIDE ROAD LEFT (GLENWOOD ROAD) IN THE VILLAGE OF GLENWOOD, THIS IS
 KY3186'JUST EAST OF THE ST. JOAN OF ARC CATHOLIC SCHOOL.  TURN
 KY3186'LEFT AND GO NORTH ON GLENWOOD ROAD FOR 0.7 MILE TO A ROAD FORK.
 KY3186'TAKE LEFT FORK AND CONTINUE NORTHERLY UP HILL ON A NARROW PAVED
 KY3186'ROAD FOR 0.3 MILE TO A FORK.  TAKE LEFT FORK AND
 KY3186'CONTINUE NORTHERLY ON THE WINDING PAVED ROAD FOR 0.6 MILE TO A
 KY3186'SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY ON A GRAVELED ROAD
 KY3186'FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHERLY ON A
 KY3186'GRAVELED ROAD FOR 0.15 MILE TO THE TOP OF THE HILL
 KY3186'AND THE STATION ON THE LEFT.
 KY3186'
 KY3186'REFERENCE MARK 1 IS 11 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 KY3186'METAL BUILDING, 19 FEET NORTHWEST OF A POWER POLE AND 92 FEET
 KY3186'NORTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD.  THE
 KY3186'MONUMENT IS FLUSH AND THE DISK IS STAMPED GREGGS NO 1 1963.
 KY3186'
 KY3186'REFERENCE MARK 2 IS 64 FEET SOUTHEAST OF THE WITNESS POST, 39 FEET
 KY3186'NORTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD AND 93 FEET
 KY3186'SOUTH OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 KY3186'GREGGS NO 2 1963.
 KY3186'
 KY3186'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND.  STATIONS
 KY3186'WEST LIBERTY (USGS), KRAFT CAN BE USED FOR AN AZIMUTH.
 KY3186'
 KY3186'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KY3186
 KY3186                          STATION RECOVERY (1964)
 KY3186
 KY3186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ETO)
 KY3186'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 KY3186'THE PREVIOUS DESCRIPTION BY V.B.M., 1963 IS ADEQUATE AND COMPLETE FOR
 KY3186'LOCATING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2912 ***********************************************************************
 HX2912  DESIGNATION -  GRINDSTONE
 HX2912  PID         -  HX2912
 HX2912  STATE/COUNTY-  WV/FAYETTE
 HX2912  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX2912
 HX2912                         *CURRENT SURVEY CONTROL
 HX2912  ___________________________________________________________________
 HX2912* NAD 83(1995)-  38 09 46.02444(N)    080 59 36.86732(W)     ADJUSTED  
 HX2912* NAVD 88     -       738.     (meters)    2421.     (feet)  SCALED    
 HX2912  ___________________________________________________________________
 HX2912  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 HX2912  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 HX2912
 HX2912  HORZ ORDER  -  SECOND
 HX2912
 HX2912.The horizontal coordinates were established by classical geodetic methods
 HX2912.and adjusted by the National Geodetic Survey in April 1998..
 HX2912
 HX2912.The orthometric height was scaled from a topographic map.
 HX2912
 HX2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2912
 HX2912.The geoid height was determined by GEOID03.
 HX2912
 HX2912;                    North         East     Units Scale Factor Converg.
 HX2912;SPC WV S     -   129,055.523   600,563.097   MT  0.99992575   +0 00 14.3
 HX2912;UTM  17      - 4,223,876.576   500,562.914   MT  0.99960000   +0 00 14.3
 HX2912
 HX2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2912!SPC WV S     -   0.99988919  x   0.99992575  =   0.99981494
 HX2912!UTM  17      -   0.99988919  x   0.99960000  =   0.99948923
 HX2912
 HX2912|---------------------------------------------------------------------|
 HX2912| PID    Reference Object                     Distance      Geod. Az  |
 HX2912|                                                           dddmmss.s |
 HX2912| HX2913 GRINDSTONE USGS 1952                 11.013 METERS 02100     |
 HX2912| DC3504 GRINDSTONE AZ MK                                   1615634.5 |
 HX2912| DC3505 GRINDSTONE RM 1                       5.781 METERS 27414     |
 HX2912|---------------------------------------------------------------------|
 HX2912
 HX2912                          SUPERSEDED SURVEY CONTROL
 HX2912
 HX2912  NAD 83(1986)-  38 09 46.03300(N)    080 59 36.87795(W) AD(       ) 2
 HX2912  NAD 27      -  38 09 45.63400(N)    080 59 37.51100(W) AD(       ) 2
 HX2912
 HX2912.Superseded values are not recommended for survey control.
 HX2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2912.See file dsdata.txt to determine how the superseded data were derived.
 HX2912
 HX2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC0056323877(NAD 83)
 HX2912_MARKER: DB = BENCH MARK DISK
 HX2912_SETTING: 0 = UNSPECIFIED SETTING
 HX2912
 HX2912  HISTORY     - Date     Condition        Report By
 HX2912  HISTORY     - 1952     MONUMENTED       CGS
 HX2912
 HX2912                          STATION DESCRIPTION
 HX2912
 HX2912'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 HX2912'THE STATION IS LOCATED ABOUT 18 MILES NORTHWEST OF RAINELLE, 10-1/2
 HX2912'MILES SOUTHWEST OF
 HX2912'SUMMERSVILLE, 6 MILES NORTHEAST OF ANSTED, 3 MILES NORTH OF HICO
 HX2912'AND ON THE SOUTHEASTERN ONE OF
 HX2912'THREE KNOBS ON THE DOGWOOD RIDGE.  THE MARK IS
 HX2912'34 FEET SOUTH OF A FENCE CORNER AND ON THE
 HX2912'SOUTHERN EDGE OF THE KNOLL.  THE MARK
 HX2912'IS SET IN THE TOP OF A 4-INCH IRON PIPE FILLED WITH CONCRETE
 HX2912'AND PROJECTING 1 INCH.  IT
 HX2912'IS STAMPED GRINDSTONE 1952.
 HX2912'
 HX2912'REFERENCE MARK NO. 1 IS 4 FOOT EAST OF A FENCELINE, IT IS SET IN THE
 HX2912'TOP OF A 4-INCH IRON
 HX2912'PIPE FILLED WITH CONCRETE AND PROJECTING 8 INCHES.  THE MARK IS
 HX2912'STAMPED GRINDSTONE NO 1 1952.
 HX2912'
 HX2912'GRINDSTONE (USGS) BM WAS OBSERVED AS A REFERENCE MARK, IT IS A
 HX2912'STANDARD U.S.
 HX2912'GEOLOGICAL SURVEY BENCH MARK IN CONJUNCTION WITH THE STATE OF WEST
 HX2912'VIRGINIA.  IT IS 10 FEET
 HX2912'NORTHEAST OF A 14-INCH MAPLE TREE WITH A TRIANGLE BLAZE, 3 FEET
 HX2912'NORTHWEST OF THE FENCE CORNER
 HX2912'AND 18 INCHES NORTH OF A FENCELINE.  IT IS SET IN
 HX2912'A 6-INCH SQUARE SANDSTONE BLOCK PROJECTING 6
 HX2912'INCHES.  THE MARK IS NOT STAMPED.
 HX2912'
 HX2912'THE AZIMUTH MARK IS 16 FEET WEST OF A FENCELINE, 10 FEET WEST OF THE
 HX2912'CENTER OF A TRACK ROAD,
 HX2912'1 FOOT NORTH OF A WITNESS POST AND ON THE SOUTH END OF A SHORT
 HX2912'RIDGE, THE NORTH END OF THIS RIDGE
 HX2912'JOINS A HIGHER HILL.  THE MARK IS FLUSH WITH
 HX2912'THE SURFACE OF THE GROUND AND IS STAMPED GRINDSTONE 1952.
 HX2912'
 HX2912'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 60 AND THE
 HX2912'ROAD TO CLIFTY, IN
 HX2912'HICO, GO NORTHWEST ON U.S. HIGHWAY 60 0.7 MILE TO A TOURIST COURT ON
 HX2912'THE RIGHT, CONTINUE NORTHWEST
 HX2912'ON THE HIGHWAY FOR 0.2 MILE TO A T-ROAD RIGHT AND
 HX2912'A SIGN SPRINGTOWN ROAD, TURN RIGHT AND FOLLOW
 HX2912'THE MAIN TRAVELED ROAD FOR 2.6
 HX2912'MILES TO TWO MAIL BOXES AND THE GEORGE PRATER HOUSE ON THE RIGHT
 HX2912'AND A SIDE ROAD LEFT, TURN
 HX2912'LEFT ON THE SIDE ROAD GOING ABOUT 30 YARDS TO A WOOD GATE, PASS
 HX2912'THROUGH THE GATE AND FOLLOW THE
 HX2912'TRACK ROAD UP HILL ALONG THE WEST SIDE OF A FENCE FOR 0.1
 HX2912'MILE TO THE AZIMUTH MARK ON THE LEFT.
 HX2912'CONTINUE NORTHWEST ON THE TRACK ROAD FOR
 HX2912'0.2 MILE TO A GATE, PASS THROUGH THE GATE AND CONTINUE
 HX2912'NORTHWEST FOR 0.2 MILE TO THE
 HX2912'HOME OF CECIL KESSLER AND THE END OF TRUCK TRAVEL.  FROM MR. KESSLERS
 HX2912'HOUSE PACK NORTH-NORTHWEST
 HX2912'ALONG THE WEST SIDE OF A FENCE ABOUT 0.4 MILE TO THE TOP OF
 HX2912'THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2913 ***********************************************************************
 HX2913  DESIGNATION -  GRINDSTONE USGS 1952
 HX2913  PID         -  HX2913
 HX2913  STATE/COUNTY-  WV/FAYETTE
 HX2913  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX2913
 HX2913                         *CURRENT SURVEY CONTROL
 HX2913  ___________________________________________________________________
 HX2913* NAD 83(1995)-  38 09 46.35791(N)    080 59 36.70524(W)     ADJUSTED  
 HX2913* NAVD 88     -       738.     (meters)    2421.     (feet)  SCALED    
 HX2913  ___________________________________________________________________
 HX2913  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 HX2913  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 HX2913
 HX2913  HORZ ORDER  -  SECOND
 HX2913
 HX2913.The horizontal coordinates were established by classical geodetic methods
 HX2913.and adjusted by the National Geodetic Survey in April 1998..
 HX2913
 HX2913.The orthometric height was scaled from a topographic map.
 HX2913
 HX2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2913
 HX2913.The geoid height was determined by GEOID03.
 HX2913
 HX2913;                    North         East     Units Scale Factor Converg.
 HX2913;SPC WV S     -   129,065.805   600,567.042   MT  0.99992575   +0 00 14.4
 HX2913;UTM  17      - 4,223,886.854   500,566.857   MT  0.99960000   +0 00 14.4
 HX2913
 HX2913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2913!SPC WV S     -   0.99988919  x   0.99992575  =   0.99981494
 HX2913!UTM  17      -   0.99988919  x   0.99960000  =   0.99948923
 HX2913
 HX2913                          SUPERSEDED SURVEY CONTROL
 HX2913
 HX2913  NAD 83(1986)-  38 09 46.36647(N)    080 59 36.71588(W) AD(       ) 2
 HX2913  NAD 27      -  38 09 45.96700(N)    080 59 37.34900(W) AD(       ) 2
 HX2913
 HX2913.Superseded values are not recommended for survey control.
 HX2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2913.See file dsdata.txt to determine how the superseded data were derived.
 HX2913
 HX2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC0056723887(NAD 83)
 HX2913_MARKER: DB = BENCH MARK DISK
 HX2913_SETTING: 0 = UNSPECIFIED SETTING
 HX2913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2913
 HX2913  HISTORY     - Date     Condition        Report By
 HX2913  HISTORY     - 1952     MONUMENTED       USGS
 HX2913
 HX2913                          STATION DESCRIPTION
 HX2913
 HX2913'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HX2913'GRINDSTONE (USGS) BM WAS OBSERVED AS A REFERENCE MARK, IT IS A
 HX2913'STANDARD U.S.
 HX2913'GEOLOGICAL SURVEY BENCH MARK IN CONJUNCTION WITH THE STATE OF WEST
 HX2913'VIRGINIA.  IT IS 10 FEET
 HX2913'NORTHEAST OF A 14-INCH MAPLE TREE WITH A TRIANGLE BLAZE, 3 FEET
 HX2913'NORTHWEST OF THE FENCE CORNER
 HX2913'AND 18 INCHES NORTH OF A FENCELINE.  IT IS SET IN
 HX2913'A 6-INCH SQUARE SANDSTONE BLOCK PROJECTING 6
 HX2913'INCHES.  THE MARK IS NOT STAMPED.
 HX2913'
 HX2913'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 60 AND THE
 HX2913'ROAD TO CLIFTY, IN
 HX2913'HICO, GO NORTHWEST ON U.S. HIGHWAY 60 0.7 MILE TO A TOURIST COURT ON
 HX2913'THE RIGHT, CONTINUE NORTHWEST
 HX2913'ON THE HIGHWAY FOR 0.2 MILE TO A T-ROAD RIGHT AND
 HX2913'A SIGN SPRINGTOWN ROAD, TURN RIGHT AND FOLLOW
 HX2913'THE MAIN TRAVELED ROAD FOR 2.6
 HX2913'MILES TO TWO MAIL BOXES AND THE GEORGE PRATER HOUSE ON THE RIGHT
 HX2913'AND A SIDE ROAD LEFT, TURN
 HX2913'LEFT ON THE SIDE ROAD GOING ABOUT 30 YARDS TO A WOOD GATE, PASS
 HX2913'THROUGH THE GATE AND FOLLOW THE
 HX2913'TRACK ROAD UP HILL ALONG THE WEST SIDE OF A FENCE FOR 0.1
 HX2913'MILE TO THE AZIMUTH MARK ON THE LEFT.
 HX2913'CONTINUE NORTHWEST ON THE TRACK ROAD FOR
 HX2913'0.2 MILE TO A GATE, PASS THROUGH THE GATE AND CONTINUE
 HX2913'NORTHWEST FOR 0.2 MILE TO THE
 HX2913'HOME OF CECIL KESSLER AND THE END OF TRUCK TRAVEL.  FROM MR. KESSLERS
 HX2913'HOUSE PACK NORTH-NORTHWEST
 HX2913'ALONG THE WEST SIDE OF A FENCE ABOUT 0.4 MILE TO THE TOP OF
 HX2913'THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0787 ***********************************************************************
 HY0787  DESIGNATION -  GROUND ELEV WSAZ
 HY0787  PID         -  HY0787
 HY0787  STATE/COUNTY-  WV/WAYNE
 HY0787  USGS QUAD   -  HUNTINGTON (1985)
 HY0787
 HY0787                         *CURRENT SURVEY CONTROL
 HY0787  ___________________________________________________________________
 HY0787* NAD 83(1986)-  38 24 04.     (N)    082 29 41.     (W)     SCALED    
 HY0787* NAVD 88     -       173.509  (meters)     569.25   (feet)  ADJUSTED  
 HY0787  ___________________________________________________________________
 HY0787  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HY0787  DYNAMIC HT  -         173.392 (meters)     568.87  (feet)  COMP
 HY0787  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 HY0787
 HY0787  VERT ORDER  -  FIRST     CLASS II
 HY0787
 HY0787.The horizontal coordinates were scaled from a topographic map and have
 HY0787.an estimated accuracy of +/- 6 seconds.
 HY0787
 HY0787.The orthometric height was determined by differential leveling
 HY0787.and adjusted by the National Geodetic Survey in June 1991..
 HY0787
 HY0787.The geoid height was determined by GEOID03.
 HY0787
 HY0787.The dynamic height is computed by dividing the NAVD 88
 HY0787.geopotential number by the normal gravity value computed on the
 HY0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0787.degrees latitude (g = 980.6199 gals.).
 HY0787
 HY0787.The modeled gravity was interpolated from observed gravity values.
 HY0787
 HY0787;                    North         East    Units  Estimated Accuracy
 HY0787;SPC WV S     -   156,560.      469,450.      MT  (+/- 180 meters Scaled)
 HY0787
 HY0787                          SUPERSEDED SURVEY CONTROL
 HY0787
 HY0787  NGVD 29 (??/??/92)  173.687  (m)          569.84   (f) ADJ UNCH    1 2
 HY0787
 HY0787.Superseded values are not recommended for survey control.
 HY0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0787.See file dsdata.txt to determine how the superseded data were derived.
 HY0787
 HY0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC694513(NAD 83)
 HY0787_MARKER: Z = SEE DESCRIPTION
 HY0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0787_SP_SET: TOWER BASE
 HY0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0787
 HY0787  HISTORY     - Date     Condition        Report By
 HY0787  HISTORY     - UNK      MONUMENTED       CGS
 HY0787  HISTORY     - 1956     GOOD             NGS
 HY0787
 HY0787                          STATION DESCRIPTION
 HY0787
 HY0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0787'AT HUNTINGTON.
 HY0787'THE TOP OF THE CONCRETE BASE OF THE SOUTHWEST TOWER.  THE POINT
 HY0787'WAS MEASURED TO DIRECTLY ABOVE BENCH MARK W 117.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1951 ***********************************************************************
 JX1951  DESIGNATION -  GROVE
 JX1951  PID         -  JX1951
 JX1951  STATE/COUNTY-  WV/DODDRIDGE
 JX1951  USGS QUAD   -  OXFORD (1976)
 JX1951
 JX1951                         *CURRENT SURVEY CONTROL
 JX1951  ___________________________________________________________________
 JX1951* NAD 83(1995)-  39 09 44.96092(N)    080 46 07.47764(W)     ADJUSTED  
 JX1951* NAVD 88     -       426.4    (meters)    1399.     (feet)  VERTCON   
 JX1951  ___________________________________________________________________
 JX1951  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 JX1951  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JX1951
 JX1951  HORZ ORDER  -  SECOND
 JX1951
 JX1951.The horizontal coordinates were established by classical geodetic methods
 JX1951.and adjusted by the National Geodetic Survey in April 1998..
 JX1951
 JX1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1951
 JX1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1951
 JX1951.The geoid height was determined by GEOID03.
 JX1951
 JX1951;                    North         East     Units Scale Factor Converg.
 JX1951;SPC WV N     -    74,321.763   490,351.690   MT  0.99997325   -0 48 33.0
 JX1951;SPC WV S     -   240,053.725   619,988.401   MT  1.00007143   +0 08 34.7
 JX1951;UTM  17      - 4,334,833.893   519,979.010   MT  0.99960491   +0 08 45.8
 JX1951
 JX1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1951!SPC WV N     -   0.99993828  x   0.99997325  =   0.99991153
 JX1951!SPC WV S     -   0.99993828  x   1.00007143  =   1.00000970
 JX1951!UTM  17      -   0.99993828  x   0.99960491  =   0.99954321
 JX1951
 JX1951:                Primary Azimuth Mark                     Grid Az
 JX1951:SPC WV N     -  GROVE AZ MK                              001 07 05.7
 JX1951:SPC WV S     -  GROVE AZ MK                              000 09 58.0
 JX1951:UTM  17      -  GROVE AZ MK                              000 09 46.9
 JX1951
 JX1951|---------------------------------------------------------------------|
 JX1951| PID    Reference Object                     Distance      Geod. Az  |
 JX1951|                                                           dddmmss.s |
 JX1951| CX4635 GROVE AZ MK                                        0001832.7 |
 JX1951| CX4636 GROVE RM 1                           20.910 METERS 04034     |
 JX1951| CX4637 GROVE RM 2                           17.960 METERS 30242     |
 JX1951|---------------------------------------------------------------------|
 JX1951
 JX1951                          SUPERSEDED SURVEY CONTROL
 JX1951
 JX1951  NAD 83(1986)-  39 09 44.96581(N)    080 46 07.48640(W) AD(       ) 2
 JX1951  NAD 27      -  39 09 44.65540(N)    080 46 08.11470(W) AD(       ) 2
 JX1951  NGVD 29 (07/19/86)  426.6    (m)         1400.     (f) VERT ANG       
 JX1951
 JX1951.Superseded values are not recommended for survey control.
 JX1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1951.See file dsdata.txt to determine how the superseded data were derived.
 JX1951
 JX1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1997934834(NAD 83)
 JX1951_MARKER: B = BOLT
 JX1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1951
 JX1951  HISTORY     - Date     Condition        Report By
 JX1951  HISTORY     - 1956     MONUMENTED       USGS
 JX1951
 JX1951                          STATION DESCRIPTION
 JX1951
 JX1951'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (RHT)
 JX1951'THE STATION IS LOCATED ON A TIMBER COVERED KNOB THAT IS ABOUT 9 MILES
 JX1951'SOUTH OF WEST UNION AND 8
 JX1951'MILES NORTH NORTHEAST OF COXS MILLS.  IT IS 3 FEET EAST OF A WITNESS
 JX1951'POST.  THE MARK IS A 8 BY 8 INCH
 JX1951'CONCRETE POST THAT PROJECTS ABOUT 1 INCH AND HAS A
 JX1951'COPPER BOLT IN CENTER OF POST.
 JX1951'
 JX1951'REFERENCE MARK NO. 1 THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 JX1951'IS STAMPED GROVE NO 1 1956.
 JX1951'
 JX1951'REFERENCE MARK NO. 2 THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 JX1951'IS STAMPED GROVE NO 2 1956.
 JX1951'
 JX1951'AZIMUTH MARK IS 2.5 FEET SOUTHWEST OF A WITNESS POST, 12 FEET EAST OF
 JX1951'THE APPROXIMATE CENTER OF A GRAVEL
 JX1951'ROAD AND 2 FEET NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 3 INCHES
 JX1951'AND THE DISK IS STAMPED GROVE 1956.
 JX1951'
 JX1951'TO REACH FROM THE POST OFFICE IN TROY, GO WEST ON STATE HIGHWAY 47
 JX1951'FOR 0.55 MILE TO THE JUNCTION
 JX1951'OF STATE HIGHWAY 47 AND 18.  GO NORTH ON STATE HIGHWAY 18 FOR 9.65
 JX1951'MILES TO A SIDE ROAD ON LEFT AND SIGN
 JX1951'ON RIGHT GROVE 2, TURN LEFT AND GO NORTHWEST ON GRAVEL
 JX1951'ROAD FOR 2.5 MILES TO THE SETTLEMENT OF GROVE AND
 JX1951'SIDE ROAD RIGHT.  TURN RIGHT AND GO
 JX1951'NORTHERLY ON GRAVEL ROAD FOR 0.6 MILE TO FORK, KEEP LEFT FORK AND
 JX1951'CONTINUE NORTHERLY ON ROUGH ROAD
 JX1951'FOR 1.0 MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE STRAIGHT AHEAD ON
 JX1951'MAIN TRAVEL ROAD FOR 0.25 MILE TO
 JX1951'SUMMIT OF HILL AND DIM TRACK ROAD ON RIGHT.  THIS IS THE
 JX1951'END OF TRUCK TRAVEL.  TURN RIGHT ON DIM TRACK
 JX1951'ROAD AND GO EASTERLY TO TOP OF RIDGE THIS
 JX1951'IS ABOUT 0.05 MILE.  BEAR RIGHT AT TOP OF RIDGE AND FOLLOW A DIM
 JX1951'TRACK ROAD SOUTHWESTERLY ALONG TOP OF
 JX1951'RIDGE FOR 0.4 MILE TO A TRIANGLE BLAZED OAK TREE, CONTINUE ON DIM
 JX1951'TRACK ROAD FOLLOWING OLD RAIL
 JX1951'FENCE FOR 0.2 MILE TO TOP OF SUMMIT AND STATION.
 JX1951'
 JX1951'A 4 WHEEL DRIVE CAN BE DRIVEN FROM END OF TRUCK TRAVEL.
 JX1951'
 JX1951'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2509 ***********************************************************************
 AJ2509  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2509  DESIGNATION -  GSC 1
 AJ2509  PID         -  AJ2509
 AJ2509  STATE/COUNTY-  WV/GILMER
 AJ2509  USGS QUAD   -  GLENVILLE (1976)
 AJ2509
 AJ2509                         *CURRENT SURVEY CONTROL
 AJ2509  ___________________________________________________________________
 AJ2509* NAD 83(1995)-  38 56 43.24016(N)    080 49 44.94012(W)     ADJUSTED  
 AJ2509* NAVD 88     -       331.5    (meters)    1088.     (feet)  GPS OBS   
 AJ2509  ___________________________________________________________________
 AJ2509  X           -     791,695.126 (meters)                     COMP
 AJ2509  Y           -  -4,903,880.206 (meters)                     COMP
 AJ2509  Z           -   3,987,787.514 (meters)                     COMP
 AJ2509  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 AJ2509  ELLIP HEIGHT-         298.62  (meters)          (04/23/01) GPS OBS
 AJ2509  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AJ2509
 AJ2509  HORZ ORDER  -  A
 AJ2509  ELLP ORDER  -  FOURTH    CLASS I
 AJ2509
 AJ2509.The horizontal coordinates were established by GPS observations
 AJ2509.and adjusted by the National Geodetic Survey in April 2001..
 AJ2509
 AJ2509.The orthometric height was determined by GPS observations and a
 AJ2509.high-resolution geoid model.
 AJ2509
 AJ2509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2509
 AJ2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2509
 AJ2509.The ellipsoidal height was determined by GPS observations
 AJ2509.and is referenced to NAD 83.
 AJ2509
 AJ2509.The geoid height was determined by GEOID03.
 AJ2509
 AJ2509;                    North         East     Units Scale Factor Converg.
 AJ2509;SPC WV S     -   215,934.800   614,811.694   MT  1.00001380   +0 06 20.2
 AJ2509;UTM  17      - 4,310,725.306   514,805.578   MT  0.99960270   +0 06 26.6
 AJ2509
 AJ2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2509!SPC WV S     -   0.99995315  x   1.00001380  =   0.99996695
 AJ2509!UTM  17      -   0.99995315  x   0.99960270  =   0.99955587
 AJ2509
 AJ2509                          SUPERSEDED SURVEY CONTROL
 AJ2509
 AJ2509.No superseded survey control is available for this station.
 AJ2509
 AJ2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1480610725(NAD 83)
 AJ2509_MARKER: DD = SURVEY DISK
 AJ2509_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2509+WITH SETTING: INFORMATION.
 AJ2509_MARK LOGO: NONE  
 AJ2509_PROJECTION: FLUSH
 AJ2509_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ2509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2509+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2000
 AJ2509_ROD/PIPE-DEPTH: 1.2  meters
 AJ2509
 AJ2509  HISTORY     - Date     Condition        Report By
 AJ2509  HISTORY     - 20000210 MONUMENTED       GLNSC
 AJ2509
 AJ2509                          STATION DESCRIPTION
 AJ2509
 AJ2509'DESCRIBED BY GLENVILLE STATE COLLEGE 2000 (DCS)
 AJ2509'THE STATION IS LOCATED ON THE NORTH SIDE OF GLENVILLE, ON THE
 AJ2509'GLENVILLE STATE COLLEGE CAMPUS AND ON A KNOLL ABOUT 305 M  (1000
 AJ2509'FT) WEST OF EBERLE HALL (FORESTRY BUILDING).  OWNERSHIP--STATE  OF
 AJ2509'WEST VIRGINIA, GLENVILLE STATE COLLEGE, 200 HIGH STREET, WV 26351.
 AJ2509'PHONE-304-462-4135.
 AJ2509'
 AJ2509'TO REACH THE STATION FROM THE INTERSECTION OF  U.S. HIGHWAY 33 AND
 AJ2509'STATE ROUTE 5 IN DOWNTOWN GLENVILLE, GO  WEST-NORTHWEST ON
 AJ2509'ROUTE 5 FOR 0.24 KM (0.15 MI) TO A SIDE ROAD  RIGHT.  TURN RIGHT AND
 AJ2509'GO
 AJ2509'NORTHEAST ON SYCAMORE RUN ROAD  (COUNTY ROUTE 35-15) FOR 2.0 KM
 AJ2509'(1.25 MI) TO A DOUBLE GATE AND WELL  ACCESS ROAD ON THE RIGHT.  TURN
 AJ2509'RIGHT AND GO EAST AND AROUND TO  THE SOUTH ON THE WELL ACCESS
 AJ2509'ROAD FOR 0.88 KM  (0.55 MI) TO THE  SOUTHERN MOST KNOLL AT THE TOP OF
 AJ2509'THE HILL AND THE STATION.
 AJ2509'
 AJ2509'THE STATION IS A SURVEY DISK ATTACHED TO A 1.2 M (4 FT) STAINLESS
 AJ2509'STEEL ROD DRIVEN TO REFUSAL ENCASED IN A 15 CM (6 IN) PVC PIPE WITH
 AJ2509'LOGO CAP.  NEITHER THE DISK OR THE LOGO CAP ARE STAMPED.  IT IS
 AJ2509'LOCATED ABOUT 177.7 M (583 FT) SOUTH-SOUTHWEST OF A WELL HEAD API
 AJ2509'47-021-4202 (GSC 1), 103.0 M (338 FT) EAST-SOUTHEAST OF THE NORTH
 AJ2509'GATEPOST  OF A GATE AND 96.3 M (316 FT) EAST OF THE SOUTH GATEPOST
 AJ2509'OF THE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3527 ***********************************************************************
 HW3527  DESIGNATION -  GUINN
 HW3527  PID         -  HW3527
 HW3527  STATE/COUNTY-  WV/POCAHONTAS
 HW3527  USGS QUAD   -  HIGHTOWN (1995)
 HW3527
 HW3527                         *CURRENT SURVEY CONTROL
 HW3527  ___________________________________________________________________
 HW3527* NAD 83(1995)-  38 22 37.92987(N)    079 44 33.31003(W)     ADJUSTED  
 HW3527* NAVD 88     -      1349.7    (meters)    4428.     (feet)  VERTCON   
 HW3527  ___________________________________________________________________
 HW3527  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 HW3527  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HW3527
 HW3527  HORZ ORDER  -  THIRD
 HW3527
 HW3527.The horizontal coordinates were established by classical geodetic methods
 HW3527.and adjusted by the National Geodetic Survey in April 1998..
 HW3527
 HW3527.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3527
 HW3527.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3527
 HW3527.The geoid height was determined by GEOID03.
 HW3527
 HW3527;                    North         East     Units Scale Factor Converg.
 HW3527;SPC WV S     -   153,599.795   709,862.747   MT  0.99993132   +0 46 38.4
 HW3527;SPC VA N     - 2,079,602.737 3,391,429.965   MT  0.99995713   -0 46 31.9
 HW3527;SPC VA N     - 6,822,829.98 11,126,716.48   sFT  0.99995713   -0 46 31.9
 HW3527;UTM  17      - 4,248,416.084   609,831.756   MT  0.99974856   +0 46 50.6
 HW3527
 HW3527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3527!SPC WV S     -   0.99979310  x   0.99993132  =   0.99972443
 HW3527!SPC VA N     -   0.99979310  x   0.99995713  =   0.99975024
 HW3527!UTM  17      -   0.99979310  x   0.99974856  =   0.99954171
 HW3527
 HW3527:                Primary Azimuth Mark                     Grid Az
 HW3527:SPC WV S     -  ELLEBER                                  019 22 08.2
 HW3527:SPC VA N     -  ELLEBER                                  020 55 18.5
 HW3527:UTM  17      -  ELLEBER                                  019 21 56.0
 HW3527
 HW3527|---------------------------------------------------------------------|
 HW3527| PID    Reference Object                     Distance      Geod. Az  |
 HW3527|                                                           dddmmss.s |
 HW3527| HW3528 ELLEBER                             APPROX. 5.1 KM 0200846.6 |
 HW3527| DC3510 GUINN RM 2                           14.661 METERS 08932     |
 HW3527| DC3509 GUINN RM 1                           15.338 METERS 33341     |
 HW3527|---------------------------------------------------------------------|
 HW3527
 HW3527                          SUPERSEDED SURVEY CONTROL
 HW3527
 HW3527  NAD 83(1995)-  38 22 37.93064(N)    079 44 33.31367(W) AD(       ) 3
 HW3527  NAD 83(1986)-  38 22 37.93110(N)    079 44 33.31952(W) AD(       ) 3
 HW3527  NAD 27      -  38 22 37.49660(N)    079 44 34.12840(W) AD(       ) 3
 HW3527  NGVD 29 (07/19/86) 1349.7    (m)         4428.     (f) VERT ANG       
 HW3527
 HW3527.Superseded values are not recommended for survey control.
 HW3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3527.See file dsdata.txt to determine how the superseded data were derived.
 HW3527
 HW3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0983248416(NAD 83)
 HW3527_MARKER: DS = TRIANGULATION STATION DISK
 HW3527_SETTING: 0 = UNSPECIFIED SETTING
 HW3527
 HW3527  HISTORY     - Date     Condition        Report By
 HW3527  HISTORY     - 1957     MONUMENTED       CGS
 HW3527
 HW3527                          STATION DESCRIPTION
 HW3527
 HW3527'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3527'THE STATION IS APPROXIMATELY 9.0 MILES WEST-SOUTHWEST OF MONTEREY
 HW3527'VIRGINIA, 6.0 MILES
 HW3527'EAST-SOUTHEAST OF GREENBANK AND ABOUT 0.6 MILE WEST OF VIRGINIA-WEST
 HW3527'VIRGINIA STATE LINE, ON THE
 HW3527'HIGHEST POINT ON GUINN RIDGE IN THE ALLEGHENY MOUNTAIN RANGE.
 HW3527'
 HW3527'TO REACH FROM THE POST OFFICE IN GREENBANK, GO EAST AND SOUTH ON
 HW3527'WESLEY CHAPEL ROAD (PAVED)
 HW3527'FOR 4.5 MILES TO A CHURCH ON THE LEFT AND T-INTERSECTION, TURN LEFT
 HW3527'ON PAVED AND GRAVELED ROAD AND
 HW3527'GO 1.6 MILES TO A DRIVEWAY LEFT AND SIGN LOGGING ROAD
 HW3527'MONONGAHELA NATIONAL FOREST, CONTINUE STRAIGHT
 HW3527'AHEAD ON BLADED ROAD AND GO 1.15 MILES
 HW3527'TO A SIDE ROAD LEFT AT A GROUP OF CABINS, CONTINUE STRAIGHT AHEAD
 HW3527'ON MAIN TRAVELED ROAD ALONG
 HW3527'EAST SIDE OF HILL FOR 1.15 MILES TO A T-ROAD, TURN SHARP RIGHT AND GO
 HW3527'0.35 MILE TO FORKS, TAKE LEFT FORK
 HW3527'AND GO 1.6 MILES TO END OF ROAD AT STREAM BED AND END OF
 HW3527'TRUCK TRAVEL.  FROM HERE, CROSS STREAM TO TRAIL,
 HW3527'TURN RIGHT ON TRAIL AND PACK EAST FOR
 HW3527'ABOUT 0.15 MILE, BEAR LEFT, UPHILL ON TRAIL TO A SPRING AND
 HW3527'PASTURE, BEAR LEFT THROUGH PASTURE
 HW3527'TO TOP OF RIDGE, THEN LEFT ALONG TOP OF RIDGE FOR ABOUT 0.2 MILE TO
 HW3527'HIGHEST PART OF HILL AND
 HW3527'STATION.  ABOUT 40 MINUTES PACK.
 HW3527'
 HW3527'STATION MARKS ARE STANDARD DISKS STAMPED GUINN 1957.  THE SURFACE
 HW3527'DISK IS BRAZED TO THE TOP OF
 HW3527'AN IRON PIPE WHICH PROJECTS 3 INCHES.  IT IS 8 FEET EAST OF A
 HW3527'TRIANGULAR BLAZE ON THE NORTH SIDE
 HW3527'OF A 3 FOOT TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HW3527'MASS OF CONCRETE 28 INCHES BELOW THE
 HW3527'SURFACE OF THE GROUND.
 HW3527'
 HW3527'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GUINN NO 1 1957, IS
 HW3527'BRAZED TO THE TOP OF AN IRON
 HW3527'PIPE WHICH PROJECTS 6 INCHES.  IT IS 47 FEET NORTH OF A TRIANGULAR
 HW3527'BLAZE ON A 3 FOOT TREE.
 HW3527'
 HW3527'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GUINN NO 2 1957, IS
 HW3527'BRAZED TO THE TOP OF AN IRON
 HW3527'PIPE WHICH PROJECTS 9 INCHES.  IT IS 10 FEET SOUTH-SOUTHWEST OF A
 HW3527'TRIANGULAR BLAZE ON A 1-1/2 FOOT TREE.
 HW3527'
 HW3527'NOTE- NO AZIMUTH MARK WAS SET.
 HW3527'
 HW3527'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1803 ***********************************************************************
 HX1803  DESIGNATION -  GUN
 HX1803  PID         -  HX1803
 HX1803  STATE/COUNTY-  WV/KANAWHA
 HX1803  USGS QUAD   -  KETTLE (1975)
 HX1803
 HX1803                         *CURRENT SURVEY CONTROL
 HX1803  ___________________________________________________________________
 HX1803* NAD 83(1995)-  38 32 51.09629(N)    081 29 57.88466(W)     ADJUSTED  
 HX1803* NAVD 88     -       394.817  (meters)    1295.33   (feet)  ADJUSTED  
 HX1803  ___________________________________________________________________
 HX1803  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 HX1803  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HX1803  DYNAMIC HT  -         394.550 (meters)    1294.45  (feet)  COMP
 HX1803  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 HX1803
 HX1803  HORZ ORDER  -  FIRST
 HX1803  VERT ORDER  -  SECOND    CLASS 0
 HX1803
 HX1803.The horizontal coordinates were established by classical geodetic methods
 HX1803.and adjusted by the National Geodetic Survey in April 1998..
 HX1803
 HX1803.The orthometric height was determined by differential leveling
 HX1803.and adjusted by the National Geodetic Survey in June 1991..
 HX1803
 HX1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1803
 HX1803.The geoid height was determined by GEOID03.
 HX1803
 HX1803.The dynamic height is computed by dividing the NAVD 88
 HX1803.geopotential number by the normal gravity value computed on the
 HX1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1803.degrees latitude (g = 980.6199 gals.).
 HX1803
 HX1803.The modeled gravity was interpolated from observed gravity values.
 HX1803
 HX1803;                    North         East     Units Scale Factor Converg.
 HX1803;SPC WV S     -   171,877.505   556,466.091   MT  0.99994570   -0 18 31.4
 HX1803;UTM  17      - 4,266,685.284   456,480.806   MT  0.99962332   -0 18 40.4
 HX1803
 HX1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1803!SPC WV S     -   0.99994328  x   0.99994570  =   0.99988898
 HX1803!UTM  17      -   0.99994328  x   0.99962332  =   0.99956662
 HX1803
 HX1803|---------------------------------------------------------------------|
 HX1803| PID    Reference Object                     Distance      Geod. Az  |
 HX1803|                                                           dddmmss.s |
 HX1803| HX1804 GUNSTOCK                              2.158 METERS 04749     |
 HX1803| HX2555 GUN AZ MK                                          2035432.5 |
 HX1803| HX1802 GUN RM 1                             18.736 METERS 22748     |
 HX1803|---------------------------------------------------------------------|
 HX1803
 HX1803                          SUPERSEDED SURVEY CONTROL
 HX1803
 HX1803  NAD 83(1986)-  38 32 51.10417(N)    081 29 57.89082(W) AD(       ) 1
 HX1803  NAD 27      -  38 32 50.76000(N)    081 29 58.44900(W) AD(       ) 1
 HX1803  NGVD 29 (??/??/92)  394.995  (m)         1295.91   (f) ADJ UNCH    2 0
 HX1803
 HX1803.Superseded values are not recommended for survey control.
 HX1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1803.See file dsdata.txt to determine how the superseded data were derived.
 HX1803
 HX1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5648166685(NAD 83)
 HX1803_MARKER: DS = TRIANGULATION STATION DISK
 HX1803_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX1803_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX1803_STAMPING: GUN 1944
 HX1803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1803
 HX1803  HISTORY     - Date     Condition        Report By
 HX1803  HISTORY     - 1944     MONUMENTED       CGS
 HX1803  HISTORY     - 1956     GOOD             NGS
 HX1803  HISTORY     - 1982     GOOD             LOCENG
 HX1803
 HX1803                          STATION DESCRIPTION
 HX1803
 HX1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX1803'STATION IS LOCATED
 HX1803'ABOUT 2 MILES S OF
 HX1803'KETTLE POST OFFICE, ON A HIGH WOODED HILL LOCALLY
 HX1803'KNOWN AS GUNSTOCK KNOB.  IT IS ALSO
 HX1803'THE SITE OF U.S. GEOLOGICAL
 HX1803'SURVEY STATION GUNSTOCK (U.S.G.S.).  THE LAND OWNER IS
 HX1803'MR.
 HX1803'DELBERT DODD.  THE MARK IS SITUATED ON THE HIGHEST POINT OF
 HX1803'THE TOP OF THE HILL.
 HX1803'
 HX1803'STATION MARK IS A BRONZE STATION DISK SET IN THE END OF A
 HX1803'4-INCH IRON PIPE
 HX1803'WHICH PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE
 HX1803'OF THE GROUND.  THE DISK IS STAMPED
 HX1803'GUN 1944.  UNDERGROUND
 HX1803'MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 HX1803'POST.
 HX1803'
 HX1803'REFERENCE MARK 1 IS ON THE SLOPE OF THE HILL AND ABOUT 5
 HX1803'FEET LOWER IN
 HX1803'ELEVATION THAN THE STATION MARK.  IT IS BRONZE
 HX1803'DISK SET IN CONCRETE AT THE
 HX1803'CENTER OF THE TOP OF A TILE AND IS
 HX1803'STAMPED GUN NO 1 1944.
 HX1803'
 HX1803'GUNSTOCK (U.S.G.S.) IS UNSTAMPED.
 HX1803'
 HX1803'AZIMUTH MARK IS A BRONZE DISK SET IN BEDROCK AT A
 HX1803'ROAD CUT.  IT IS
 HX1803'59 FEET N OF A 10-INCH HIGH-PRESSURE GAS-LINE
 HX1803'PIPE, 30 FEET SE OF A WITNESS POST
 HX1803'WHICH WAS PLACED ON THE W SIDE
 HX1803'OF THE ROAD, AND 18 FEET SE OF THE APPROXIMATE CENTER
 HX1803'LINE OF
 HX1803'DIRT ROAD.  IT IS STAMPED GUN 1944.
 HX1803'
 HX1803'TO REACH THE STATION FROM ELKVIEW, GO N ON A FORK LEAVING
 HX1803'U.S. HIGHWAY 119
 HX1803'AT SIGN WILLS AND FRAME FOR 1.5 MILES TO WILLS.
 HX1803'TURN RIGHT AT A SERVICE STATION ON
 HX1803'THE RIGHT, GO 0.1 MILE, CROSS
 HX1803'A SMALL CONCRETE BRIDGE, THEN TURN LEFT FOR 0.5 MILE.
 HX1803'TAKE THE
 HX1803'RIGHT FORK (CONCRETE) FOR 3.9 MILES TO FRAME.  TURN LEFT ON A
 HX1803'NARROW
 HX1803'BLACK-TOPPED ROAD JUST AFTER CROSSING A BRIDGE AND GO 0.6
 HX1803'MILE, THEN TURN LEFT ON
 HX1803'GRAVELED ROAD AND GO 2.55 MILE TO THE
 HX1803'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD
 HX1803'FOR 0.65 MILE TO A
 HX1803'WHITE HOUSE ON THE LEFT AND A CUT BANK ON THE RIGHT.  FROM THE REAR
 HX1803'OF THIS
 HX1803'HOUSE PACK W UP A STEEP GRADE FOR ABOUT 100 YARDS, THEN
 HX1803'FOLLOW THE TOP OF THE
 HX1803'RIDGE TO AN OLD RAIL FENCE.  KEEP RIGHT
 HX1803'ALONG THE FENCE AND GO UPGRADE ON A DIM
 HX1803'TRAIL TO THE TOP OF THE
 HX1803'HILL AND STATION.  (TOTAL PACKING DISTANCE ABOUT 0.35
 HX1803'MILE.)
 HX1803'
 HX1803'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HX1803
 HX1803                          STATION RECOVERY (1956)
 HX1803
 HX1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HX1803'2.8 MI S FROM KETTLE.
 HX1803'ABOUT 2.35 MILES SOUTH ALONG A ROAD LEADING TO FRAME FROM THE
 HX1803'POST OFFICE AND STORE AT KETTLE TO THE TOP OF A GRADE, THENCE
 HX1803'ABOUT 0.4 MILE WEST AND UPHILL THRU WOODS AND PASTURE TO THE TOP
 HX1803'OF HIGHEST POINT OF GUNSTOCK KNOB, NEAR THE CENTER OF TOP
 HX1803'OF KNOB, 7.1 FEET SOUTHWEST OF B.M. GUNSTOCK (U.S.G.S.), 61.7
 HX1803'FEET NORTHEAST OF RM NO. 1, AND SET IN THE TOP OF A CONCRETE
 HX1803'FILLED IRON PIPE PROJECTING 6 INCHES.
 HX1803
 HX1803                          STATION RECOVERY (1982)
 HX1803
 HX1803'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (RN)
 HX1803'GUN 1944 FOUND IN GOOD CONDITION AS DESCRIBED.
 HX1803'
 HX1803'AZIMUTH NOT FOUND.
 HX1803'
 HX1803'NO CHANGE IN ACCESSIBILITY.
 HX1803'
 HX1803'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 2 MILES SOUTH OF
 HX1803'KETTLE POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2555 ***********************************************************************
 HX2555  DESIGNATION -  GUN AZ MK
 HX2555  PID         -  HX2555
 HX2555  STATE/COUNTY-  WV/KANAWHA
 HX2555  USGS QUAD   -  ROMANCE (1975)
 HX2555
 HX2555                         *CURRENT SURVEY CONTROL
 HX2555  ___________________________________________________________________
 HX2555* NAD 83(1986)-  38 32 25.     (N)    081 30 12.     (W)     SCALED    
 HX2555* NAVD 88     -       255.674  (meters)     838.82   (feet)  ADJUSTED  
 HX2555  ___________________________________________________________________
 HX2555  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HX2555  DYNAMIC HT  -         255.499 (meters)     838.25  (feet)  COMP
 HX2555  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 HX2555
 HX2555  VERT ORDER  -  SECOND    CLASS 0
 HX2555
 HX2555.The horizontal coordinates were scaled from a topographic map and have
 HX2555.an estimated accuracy of +/- 6 seconds.
 HX2555
 HX2555.The orthometric height was determined by differential leveling
 HX2555.and adjusted by the National Geodetic Survey in June 1991..
 HX2555
 HX2555.The geoid height was determined by GEOID03.
 HX2555
 HX2555.The dynamic height is computed by dividing the NAVD 88
 HX2555.geopotential number by the normal gravity value computed on the
 HX2555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2555.degrees latitude (g = 980.6199 gals.).
 HX2555
 HX2555.The modeled gravity was interpolated from observed gravity values.
 HX2555
 HX2555;                    North         East    Units  Estimated Accuracy
 HX2555;SPC WV S     -   171,080.      556,120.      MT  (+/- 180 meters Scaled)
 HX2555
 HX2555                          SUPERSEDED SURVEY CONTROL
 HX2555
 HX2555  NGVD 29 (??/??/92)  255.850  (m)          839.40   (f) ADJ UNCH    2 0
 HX2555
 HX2555.Superseded values are not recommended for survey control.
 HX2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2555.See file dsdata.txt to determine how the superseded data were derived.
 HX2555
 HX2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC561658(NAD 83)
 HX2555_MARKER: DZ = AZIMUTH MARK DISK
 HX2555_SETTING: 66 = SET IN ROCK OUTCROP
 HX2555_SP_SET: ROCK CUT
 HX2555_STAMPING: GUN 1944
 HX2555_MARK LOGO: CGS   
 HX2555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2555+STABILITY: POSITION/ELEVATION WELL
 HX2555
 HX2555  HISTORY     - Date     Condition        Report By
 HX2555  HISTORY     - 1944     MONUMENTED       CGS
 HX2555  HISTORY     - 1956     GOOD             NGS
 HX2555
 HX2555                          STATION DESCRIPTION
 HX2555
 HX2555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2555'3 MI S FROM KETTLE.
 HX2555'ABOUT 3.05 MILES SOUTH ALONG A ROAD LEADING TO FRAME FROM THE
 HX2555'POST OFFICE AND STORE AT KETTLE, ABOUT 0.7 MILE SOUTHWEST OF THE
 HX2555'TOP OF GRADE, ACROSS ROAD FROM A PIPE LINE PUMPING STATION, 18
 HX2555'FEET EAST-SOUTHEAST OF CENTER LINE OF ROAD, 59 FEET
 HX2555'NORTH-NORTHEAST OF 10-INCH HIGH PRESSURE GAS LINE IN ROCK CUT,
 HX2555'7 1/2 FEET EAST-SOUTHEAST OF CENTER OF DITCH, IN THE SLANTION TOP OF
 HX2555'A ROUNDED ROCK IN ROCK CUT AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.
 HX2555'NOTE-- MARK IS REACHED FROM THE POST OFFICE AT FRAME BY GOING
 HX2555'ABOUT 0.6 MILE NORTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT
 HX2555'2.6 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING TO
 HX2555'KETTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1802 ***********************************************************************
 HX1802  DESIGNATION -  GUN RM 1
 HX1802  PID         -  HX1802
 HX1802  STATE/COUNTY-  WV/KANAWHA
 HX1802  USGS QUAD   -  KETTLE (1975)
 HX1802
 HX1802                         *CURRENT SURVEY CONTROL
 HX1802  ___________________________________________________________________
 HX1802* NAD 83(1986)-  38 32 50.     (N)    081 29 57.     (W)     SCALED    
 HX1802* NAVD 88     -       392.905  (meters)    1289.06   (feet)  ADJUSTED  
 HX1802  ___________________________________________________________________
 HX1802  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HX1802  DYNAMIC HT  -         392.639 (meters)    1288.18  (feet)  COMP
 HX1802  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 HX1802
 HX1802  VERT ORDER  -  SECOND    CLASS 0
 HX1802
 HX1802.The horizontal coordinates were scaled from a topographic map and have
 HX1802.an estimated accuracy of +/- 6 seconds.
 HX1802
 HX1802.The orthometric height was determined by differential leveling
 HX1802.and adjusted by the National Geodetic Survey in June 1991..
 HX1802
 HX1802.The geoid height was determined by GEOID03.
 HX1802
 HX1802.The dynamic height is computed by dividing the NAVD 88
 HX1802.geopotential number by the normal gravity value computed on the
 HX1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1802.degrees latitude (g = 980.6199 gals.).
 HX1802
 HX1802.The modeled gravity was interpolated from observed gravity values.
 HX1802
 HX1802;                    North         East    Units  Estimated Accuracy
 HX1802;SPC WV S     -   171,840.      556,490.      MT  (+/- 180 meters Scaled)
 HX1802
 HX1802                          SUPERSEDED SURVEY CONTROL
 HX1802
 HX1802  NGVD 29 (??/??/92)  393.084  (m)         1289.64   (f) ADJ UNCH    2 0
 HX1802
 HX1802.Superseded values are not recommended for survey control.
 HX1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1802.See file dsdata.txt to determine how the superseded data were derived.
 HX1802
 HX1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC565666(NAD 83)
 HX1802_MARKER: DR = REFERENCE MARK DISK
 HX1802_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX1802_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX1802_STAMPING: GUN NO 1 1944
 HX1802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1802
 HX1802  HISTORY     - Date     Condition        Report By
 HX1802  HISTORY     - 1944     MONUMENTED       CGS
 HX1802  HISTORY     - 1956     GOOD             NGS
 HX1802
 HX1802                          STATION DESCRIPTION
 HX1802
 HX1802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1802'2.8 MI S FROM KETTLE.
 HX1802'ABOUT 2.35 MILES SOUTH ALONG A ROAD LEADING TO FRAME FROM THE
 HX1802'POST OFFICE AND STORE AT KETTLE TO THE TOP OF A GRADE, THENCE
 HX1802'ABOUT 0.4 MILE WEST AND UPHILL THRU WOODS AND PASTURE TO THE
 HX1802'TOP OF GUNSTOCK KNOB, 61.7 FEET SOUTHWEST OF STATION MARK,
 HX1802'68.9 FEET SOUTHWEST OF B.M. GUNSTOCK (U.S.G.S.), ABOUT 5 FEET
 HX1802'BELOW THE TOP OF KNOB AND IS A DISK SET IN CONCRETE FILLED
 HX1802'IRON PIPE PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1804 ***********************************************************************
 HX1804  DESIGNATION -  GUNSTOCK
 HX1804  PID         -  HX1804
 HX1804  STATE/COUNTY-  WV/KANAWHA
 HX1804  USGS QUAD   -  KETTLE (1975)
 HX1804
 HX1804                         *CURRENT SURVEY CONTROL
 HX1804  ___________________________________________________________________
 HX1804* NAD 83(1995)-  38 32 51.14329(N)    081 29 57.81863(W)     ADJUSTED  
 HX1804* NAVD 88     -       394.823  (meters)    1295.35   (feet)  ADJUSTED  
 HX1804  ___________________________________________________________________
 HX1804  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 HX1804  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HX1804  DYNAMIC HT  -         394.556 (meters)    1294.47  (feet)  COMP
 HX1804  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 HX1804
 HX1804  HORZ ORDER  -  SECOND
 HX1804  VERT ORDER  -  SECOND    CLASS 0
 HX1804
 HX1804.The horizontal coordinates were established by classical geodetic methods
 HX1804.and adjusted by the National Geodetic Survey in April 1998..
 HX1804
 HX1804.The orthometric height was determined by differential leveling
 HX1804.and adjusted by the National Geodetic Survey in June 1991..
 HX1804
 HX1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1804
 HX1804.The geoid height was determined by GEOID03.
 HX1804
 HX1804.The dynamic height is computed by dividing the NAVD 88
 HX1804.geopotential number by the normal gravity value computed on the
 HX1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1804.degrees latitude (g = 980.6199 gals.).
 HX1804
 HX1804.The modeled gravity was interpolated from observed gravity values.
 HX1804
 HX1804;                    North         East     Units Scale Factor Converg.
 HX1804;SPC WV S     -   171,878.946   556,467.697   MT  0.99994570   -0 18 31.4
 HX1804;UTM  17      - 4,266,686.724   456,482.412   MT  0.99962332   -0 18 40.4
 HX1804
 HX1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1804!SPC WV S     -   0.99994328  x   0.99994570  =   0.99988898
 HX1804!UTM  17      -   0.99994328  x   0.99962332  =   0.99956662
 HX1804
 HX1804                          SUPERSEDED SURVEY CONTROL
 HX1804
 HX1804  NAD 83(1986)-  38 32 51.15117(N)    081 29 57.82478(W) AD(       ) 2
 HX1804  NAD 27      -  38 32 50.80700(N)    081 29 58.38300(W) AD(       ) 2
 HX1804  NGVD 29 (??/??/92)  395.001  (m)         1295.93   (f) ADJ UNCH    2 0
 HX1804
 HX1804.Superseded values are not recommended for survey control.
 HX1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1804.See file dsdata.txt to determine how the superseded data were derived.
 HX1804
 HX1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5648266687(NAD 83)
 HX1804_MARKER: DD = SURVEY DISK
 HX1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1804_SP_SET: STONE POST
 HX1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1804+STABILITY: SURFACE MOTION
 HX1804
 HX1804  HISTORY     - Date     Condition        Report By
 HX1804  HISTORY     - 1944     MONUMENTED       USGS
 HX1804  HISTORY     - 1956     GOOD             NGS
 HX1804
 HX1804                          STATION DESCRIPTION
 HX1804
 HX1804'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 HX1804'LOCATED ABOUT 2 MILES S OF KETTLE POST OFFICE, ON A HIGH WOODED HILL
 HX1804'LOCALLY KNOWN AS
 HX1804'GUNSTOCK KNOB.
 HX1804'
 HX1804'STATION IS MARKED BY A STANDARD U.S. GEOLOGICAL SURVEY
 HX1804'BENCH-MARK DISK
 HX1804'SET IN A STONE POST WHICH PROJECTS ABOUT 6 INCHES
 HX1804'ABOVE THE GROUND.  NO STAMPING
 HX1804'APPEARS ON THE DISK.
 HX1804'
 HX1804'TRIANGULATION STATION GUN IS 2.158 METERS (7.08 FEET)
 HX1804'DISTANT.
 HX1804'
 HX1804'TO REACH THE STATION FROM ELKVIEW, GO N ON A FORK LEAVING
 HX1804'U.S. HIGHWAY 119
 HX1804'AT A SIGN WILLS AND FRAME FOR 1.5 MILES TO
 HX1804'WILLS.  TURN RIGHT AT A SERVICE
 HX1804'STATION ON THE RIGHT, GO 0.1
 HX1804'MILE, CROSS A SMALL CONCRETE BRIDGE AND TURN LEFT
 HX1804'FOR 0.5 MILE.
 HX1804'TAKE THE RIGHT FORK FOR 3.9 MILES TO FRAME.  TURN LEFT ON A
 HX1804'NARROW
 HX1804'BLACK-TOPPED ROAD JUST AFTER CROSSING BRIDGE AND GO 0.6
 HX1804'MILE.  THEN TURN LEFT ON
 HX1804'A GRAVELED ROAD AND GO 2.55 MILES TO A
 HX1804'CURVE TO THE RIGHT AND THE AZIMUTH MARK TO
 HX1804'TRIANGULATION STATION
 HX1804'GUN ON THE RIGHT.  CONTINUE AHEAD FOR 0.65 MILE TO A WHITE
 HX1804'HOUSE ON THE
 HX1804'LEFT AND A CUT BANK ON THE RIGHT.  THIS IS THE HOME OF
 HX1804'MR. DODD, SR. AND THE END
 HX1804'OF TRUCK TRAVEL.  TO REACH THE TOP OF
 HX1804'THE HILL PACK FROM THE REAR OF THIS HOUSE W
 HX1804'FOR ABOUT 100 YARDS,
 HX1804'THEN FOLLOW THE TOP OF THE RIDGE TO AN OLD RAIL FENCE.  KEEP
 HX1804'RIGHT ALONG
 HX1804'THE FENCE ON A DIM TRAIL TO THE STATION.  (TOTAL
 HX1804'PACKING DISTANCE IS ABOUT 0.35
 HX1804'MILE.)
 HX1804
 HX1804                          STATION RECOVERY (1956)
 HX1804
 HX1804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HX1804'2.8 MI S FROM KETTLE.
 HX1804'ABOUT 2.35 MILES SOUTH ALONG A ROAD LEADING TO FRAME FROM
 HX1804'THE POST OFFICE AND STORE AT KETTLE TO THE TOP OF A GRADE,
 HX1804'THENCE ABOUT 0.4 MILE WEST AND UPHILL THRU WOODS AND PASTURE
 HX1804'TO THE HIGHEST POINT OF GUNSTOCK KNOB, 7.1 FEET NORTHEAST OF
 HX1804'TRIANGULATION STATION GUN, 68.9 FEET NORTHEAST OF R.M. GUN
 HX1804'NO. 1 AND SET IN THE TOP OF A STONE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0866 ***********************************************************************
 KY0866  DESIGNATION -  H
 KY0866  PID         -  KY0866
 KY0866  STATE/COUNTY-  WV/OHIO
 KY0866  USGS QUAD   -  VALLEY GROVE (1981)
 KY0866
 KY0866                         *CURRENT SURVEY CONTROL
 KY0866  ___________________________________________________________________
 KY0866* NAD 83(1986)-  40 04 07.     (N)    080 35 59.     (W)     SCALED    
 KY0866* NAVD 88     -       250.046  (meters)     820.36   (feet)  POSTED    
 KY0866  ___________________________________________________________________
 KY0866  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0866  DYNAMIC HT  -         249.910 (meters)     819.91  (feet)  COMP
 KY0866  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 KY0866
 KY0866  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY0866
 KY0866.The horizontal coordinates were scaled from a topographic map and have
 KY0866.an estimated accuracy of +/- 6 seconds.
 KY0866
 KY0866.The orthometric height was determined by differential leveling
 KY0866.and adjusted by the National Geodetic Survey in 1992..
 KY0866.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY0866.rate of 0.0 thru 1.0 mm/km.
 KY0866
 KY0866.The geoid height was determined by GEOID03.
 KY0866
 KY0866.The dynamic height is computed by dividing the NAVD 88
 KY0866.geopotential number by the normal gravity value computed on the
 KY0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0866.degrees latitude (g = 980.6199 gals.).
 KY0866
 KY0866.The modeled gravity was interpolated from observed gravity values.
 KY0866
 KY0866;                    North         East    Units  Estimated Accuracy
 KY0866;SPC WV N     -   174,720.      506,190.      MT  (+/- 180 meters Scaled)
 KY0866
 KY0866                          SUPERSEDED SURVEY CONTROL
 KY0866
 KY0866  NGVD 29 (??/??/92)  250.19   (m)          820.8    (f) COMPUTED    2 0
 KY0866
 KY0866.Superseded values are not recommended for survey control.
 KY0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0866.See file dsdata.txt to determine how the superseded data were derived.
 KY0866
 KY0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE341354(NAD 83)
 KY0866_MARKER: DD = SURVEY DISK
 KY0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0866_STAMPING: H
 KY0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0866+STABILITY: SURFACE MOTION
 KY0866
 KY0866  HISTORY     - Date     Condition        Report By
 KY0866  HISTORY     - UNK      MONUMENTED       WVGS
 KY0866  HISTORY     - 1957     MARK NOT FOUND   USGS
 KY0866  HISTORY     - 1960     MARK NOT FOUND   NGS
 KY0866
 KY0866                          STATION DESCRIPTION
 KY0866
 KY0866'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 KY0866'1 MI W FROM POINT MILLS.
 KY0866'1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY0866'STATION AT POINT MILLS, OHIO COUNTY, 252 FEET SOUTHWEST OF POLE
 KY0866'58+35, 84 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 9
 KY0866'FEET WEST OF THE WEST EDGE OF U.S. HIGHWAY 40.  A STATE SURVEY
 KY0866'STANDARD DISK, STAMPED H AND SET IN THE TOP OF A CONCRETE POST.
 KY0866
 KY0866                          STATION RECOVERY (1960)
 KY0866
 KY0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2915 ***********************************************************************
 JV2915  DESIGNATION -  H 1
 JV2915  PID         -  JV2915
 JV2915  STATE/COUNTY-  WV/JEFFERSON
 JV2915  USGS QUAD   -  CHARLES TOWN (1988)
 JV2915
 JV2915                         *CURRENT SURVEY CONTROL
 JV2915  ___________________________________________________________________
 JV2915* NAD 83(1986)-  39 18 48.     (N)    077 47 42.     (W)     SCALED    
 JV2915* NAVD 88     -       120.028  (meters)     393.79   (feet)  ADJUSTED  
 JV2915  ___________________________________________________________________
 JV2915  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JV2915  DYNAMIC HT  -         119.958 (meters)     393.56  (feet)  COMP
 JV2915  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 JV2915
 JV2915  VERT ORDER  -  FIRST     CLASS II
 JV2915
 JV2915.The horizontal coordinates were scaled from a topographic map and have
 JV2915.an estimated accuracy of +/- 6 seconds.
 JV2915
 JV2915.The orthometric height was determined by differential leveling
 JV2915.and adjusted by the National Geodetic Survey in June 1991..
 JV2915
 JV2915.The geoid height was determined by GEOID03.
 JV2915
 JV2915.The dynamic height is computed by dividing the NAVD 88
 JV2915.geopotential number by the normal gravity value computed on the
 JV2915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2915.degrees latitude (g = 980.6199 gals.).
 JV2915
 JV2915.The modeled gravity was interpolated from observed gravity values.
 JV2915
 JV2915;                    North         East    Units  Estimated Accuracy
 JV2915;SPC WV N     -    91,690.      747,030.      MT  (+/- 180 meters Scaled)
 JV2915
 JV2915                          SUPERSEDED SURVEY CONTROL
 JV2915
 JV2915  NGVD 29 (??/??/??)  120.204  (m)          394.37   (f) ADJUSTED    1 2
 JV2915
 JV2915.Superseded values are not recommended for survey control.
 JV2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2915.See file dsdata.txt to determine how the superseded data were derived.
 JV2915
 JV2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ590552(NAD 83)
 JV2915_MARKER: DB = BENCH MARK DISK
 JV2915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2915_STAMPING: 394.369 H 1 1929
 JV2915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2915+STABILITY: SURFACE MOTION
 JV2915
 JV2915  HISTORY     - Date     Condition        Report By
 JV2915  HISTORY     - 1929     MONUMENTED       CGS
 JV2915  HISTORY     - 1934     GOOD             CGS
 JV2915  HISTORY     - 1976     GOOD             LOCENG
 JV2915  HISTORY     - 1983     POOR             NGS
 JV2915  HISTORY     - 20031212 POOR             GEOCAC
 JV2915
 JV2915                          STATION DESCRIPTION
 JV2915
 JV2915'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JV2915'AT HALLTOWN.
 JV2915'AT HALLTOWN, JEFFERSON COUNTY, 0.1 MILE EAST ALONG THE BALTIMORE
 JV2915'AND OHIO RAILROAD FROM THE STATION, 100 FEET SOUTHWEST OF A ROAD
 JV2915'CROSSING, 17 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 53
 JV2915'FEET SOUTH OF THE CENTERLINE OF A HIGHWAY, 17 FEET WEST OF A
 JV2915'FENCE CORNER, AND NEAR THE FENCE LINE.  A STANDARD DISK, STAMPED
 JV2915'394.369 H 1 1929 AND SET IN THE TOP OF A CONCRETE POST.
 JV2915
 JV2915                          STATION RECOVERY (1934)
 JV2915
 JV2915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JV2915'RECOVERED IN GOOD CONDITION.
 JV2915
 JV2915                          STATION RECOVERY (1976)
 JV2915
 JV2915'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JV2915'RECOVERED IN GOOD CONDITION.
 JV2915
 JV2915                          STATION RECOVERY (1983)
 JV2915
 JV2915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2915'MARK RECOVERED IN POOR CONDITION.
 JV2915
 JV2915                          STATION RECOVERY (2003)
 JV2915
 JV2915'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 JV2915'BENCH MARK DISK IS BENT AND PART OF CONCRETE MOUNTING IS BROKEN AWAY.
 JV2915'THE FENCE LINE MENTIONED IN THE 1929 DESCRIPTION WAS NOT OBSERVED.
 JV2915'STATION IS APPROXIMATELY 9.5 FEET NORTHWEST OF POWER POLE 4793.
 JV2915' 
 JV2915'COORDINATES FROM CONSUMER-GRADE, HANDHELD GPS RECEIVER - N 39 18 48.1,
 JV2915'W 077 47 42.2 (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0124 ***********************************************************************
 GX0124  DESIGNATION -  H 1 USGS
 GX0124  PID         -  GX0124
 GX0124  STATE/COUNTY-  WV/GREENBRIER
 GX0124  USGS QUAD   -  LEWISBURG (1979)
 GX0124
 GX0124                         *CURRENT SURVEY CONTROL
 GX0124  ___________________________________________________________________
 GX0124* NAD 83(1986)-  37 48 11.     (N)    080 26 43.     (W)     SCALED    
 GX0124* NAVD 88     -       635.375  (meters)    2084.56   (feet)  ADJUSTED  
 GX0124  ___________________________________________________________________
 GX0124  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX0124  DYNAMIC HT  -         634.842 (meters)    2082.81  (feet)  COMP
 GX0124  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 GX0124
 GX0124  VERT ORDER  -  FIRST     CLASS II
 GX0124
 GX0124.The horizontal coordinates were scaled from a topographic map and have
 GX0124.an estimated accuracy of +/- 6 seconds.
 GX0124
 GX0124.The orthometric height was determined by differential leveling
 GX0124.and adjusted by the National Geodetic Survey in June 1991..
 GX0124
 GX0124.The geoid height was determined by GEOID03.
 GX0124
 GX0124.The dynamic height is computed by dividing the NAVD 88
 GX0124.geopotential number by the normal gravity value computed on the
 GX0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0124.degrees latitude (g = 980.6199 gals.).
 GX0124
 GX0124.The modeled gravity was interpolated from observed gravity values.
 GX0124
 GX0124;                    North         East    Units  Estimated Accuracy
 GX0124;SPC WV S     -    89,280.      648,850.      MT  (+/- 180 meters Scaled)
 GX0124
 GX0124                          SUPERSEDED SURVEY CONTROL
 GX0124
 GX0124  NGVD 29 (??/??/92)  635.516  (m)         2085.02   (f) ADJ UNCH    1 2
 GX0124
 GX0124.Superseded values are not recommended for survey control.
 GX0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0124.See file dsdata.txt to determine how the superseded data were derived.
 GX0124
 GX0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB488841(NAD 83)
 GX0124_MARKER: DD = SURVEY DISK
 GX0124_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GX0124+WITH SETTING: PAVEMENT
 GX0124_STAMPING: W VA 2086 H 1 1921
 GX0124_MARK LOGO: USGS  
 GX0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0124+STABILITY: SURFACE MOTION
 GX0124
 GX0124  HISTORY     - Date     Condition        Report By
 GX0124  HISTORY     - 1921     MONUMENTED       USGS
 GX0124  HISTORY     - 1961     GOOD             NGS
 GX0124  HISTORY     - 1974     GOOD             NGS
 GX0124  HISTORY     - 1983     GOOD             NGS
 GX0124
 GX0124                          STATION DESCRIPTION
 GX0124
 GX0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0124'AT LEWISBURG.
 GX0124'AT LEWISBURG, 0.15 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE
 GX0124'POST OFFICE, AT THE GREENBRIER COUNTY COURTHOUSE, AT THE FRONT
 GX0124'ENTRANCE TO THE COURTHOUSE, SET ON THE TOP OF THE NORTH CORNER
 GX0124'OF THE STONE BASE FOR THE FIRST CONCRETE PILLAR SOUTHWEST OF THE
 GX0124'ENTRANCE, (ONE OF 4 - 36 INCH PILLARS), 16 FEET SOUTHEAST OF THE
 GX0124'SOUTHEAST CURB LINE OF COURT STREET AND ABOUT LEVEL WITH THE
 GX0124'STREET.
 GX0124
 GX0124                          STATION RECOVERY (1974)
 GX0124
 GX0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GX0124'RECOVERED IN GOOD CONDITION.
 GX0124
 GX0124                          STATION RECOVERY (1983)
 GX0124
 GX0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0079 ***********************************************************************
 HX0079  DESIGNATION -  H 10
 HX0079  PID         -  HX0079
 HX0079  STATE/COUNTY-  WV/LEWIS
 HX0079  USGS QUAD   -  ROANOKE (1989)
 HX0079
 HX0079                         *CURRENT SURVEY CONTROL
 HX0079  ___________________________________________________________________
 HX0079* NAD 83(1986)-  38 55 49.     (N)    080 29 29.     (W)     SCALED    
 HX0079* NAVD 88     -       322.762  (meters)    1058.93   (feet)  ADJUSTED  
 HX0079  ___________________________________________________________________
 HX0079  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HX0079  DYNAMIC HT  -         322.549 (meters)    1058.23  (feet)  COMP
 HX0079  MODELED GRAV-     979,960.7   (mgal)                       NAVD 88
 HX0079
 HX0079  VERT ORDER  -  SECOND    CLASS 0
 HX0079
 HX0079.The horizontal coordinates were scaled from a topographic map and have
 HX0079.an estimated accuracy of +/- 6 seconds.
 HX0079
 HX0079.The orthometric height was determined by differential leveling
 HX0079.and adjusted by the National Geodetic Survey in June 1991..
 HX0079
 HX0079.The geoid height was determined by GEOID03.
 HX0079
 HX0079.The dynamic height is computed by dividing the NAVD 88
 HX0079.geopotential number by the normal gravity value computed on the
 HX0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0079.degrees latitude (g = 980.6199 gals.).
 HX0079
 HX0079.The modeled gravity was interpolated from observed gravity values.
 HX0079
 HX0079;                    North         East    Units  Estimated Accuracy
 HX0079;SPC WV S     -   214,370.      644,100.      MT  (+/- 180 meters Scaled)
 HX0079
 HX0079                          SUPERSEDED SURVEY CONTROL
 HX0079
 HX0079  NGVD 29 (??/??/92)  322.922  (m)         1059.45   (f) ADJ UNCH    2 0
 HX0079
 HX0079.Superseded values are not recommended for survey control.
 HX0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0079.See file dsdata.txt to determine how the superseded data were derived.
 HX0079
 HX0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND440091(NAD 83)
 HX0079_MARKER: DB = BENCH MARK DISK
 HX0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0079_STAMPING: H 10 1933
 HX0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0079+STABILITY: SURFACE MOTION
 HX0079
 HX0079  HISTORY     - Date     Condition        Report By
 HX0079  HISTORY     - 1933     MONUMENTED       CGS
 HX0079
 HX0079                          STATION DESCRIPTION
 HX0079
 HX0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX0079'AT ROANVILLE.
 HX0079'AT ROANVILLE (ROANOKE), 3 RAILS EAST OF THE BALTIMORE AND OHIO
 HX0079'RAILROAD STATION, 1 RAIL WEST OF THE WEST END OF A BRIDGE, 8
 HX0079'YARDS EAST OF THE CENTERLINE OF A DIRT ROAD, 6 YARDS SOUTH OF THE
 HX0079'SOUTH FACE OF A FRAME HOUSE, 6 YARDS NORTH OF THE CENTERLINE
 HX0079'OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD
 HX0079'DISK, STAMPED H 10 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1263 ***********************************************************************
 JX1263  DESIGNATION -  H 100
 JX1263  PID         -  JX1263
 JX1263  STATE/COUNTY-  WV/WOOD
 JX1263  USGS QUAD   -  LUBECK (1994)
 JX1263
 JX1263                         *CURRENT SURVEY CONTROL
 JX1263  ___________________________________________________________________
 JX1263* NAD 83(1986)-  39 11 59.     (N)    081 39 10.     (W)     SCALED    
 JX1263* NAVD 88     -       200.933  (meters)     659.23   (feet)  ADJUSTED  
 JX1263  ___________________________________________________________________
 JX1263  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JX1263  DYNAMIC HT  -         200.807 (meters)     658.81  (feet)  COMP
 JX1263  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 JX1263
 JX1263  VERT ORDER  -  FIRST     CLASS II
 JX1263
 JX1263.The horizontal coordinates were scaled from a topographic map and have
 JX1263.an estimated accuracy of +/- 6 seconds.
 JX1263
 JX1263.The orthometric height was determined by differential leveling
 JX1263.and adjusted by the National Geodetic Survey in June 1991..
 JX1263
 JX1263.The geoid height was determined by GEOID03.
 JX1263
 JX1263.The dynamic height is computed by dividing the NAVD 88
 JX1263.geopotential number by the normal gravity value computed on the
 JX1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1263.degrees latitude (g = 980.6199 gals.).
 JX1263
 JX1263.The modeled gravity was interpolated from observed gravity values.
 JX1263
 JX1263;                    North         East    Units  Estimated Accuracy
 JX1263;SPC WV N     -    79,910.      414,060.      MT  (+/- 180 meters Scaled)
 JX1263
 JX1263                          SUPERSEDED SURVEY CONTROL
 JX1263
 JX1263  NGVD 29 (??/??/92)  201.129  (m)          659.87   (f) ADJ UNCH    1 2
 JX1263
 JX1263.Superseded values are not recommended for survey control.
 JX1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1263.See file dsdata.txt to determine how the superseded data were derived.
 JX1263
 JX1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD436391(NAD 83)
 JX1263_MARKER: DB = BENCH MARK DISK
 JX1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1263_STAMPING: H 100 1956
 JX1263_MARK LOGO: CGS   
 JX1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1263+STABILITY: SURFACE MOTION
 JX1263
 JX1263  HISTORY     - Date     Condition        Report By
 JX1263  HISTORY     - 1956     MONUMENTED       CGS
 JX1263  HISTORY     - 1976     GOOD             NGS
 JX1263  HISTORY     - 1984     GOOD             NGS
 JX1263  HISTORY     - 1984     GOOD             NGS
 JX1263
 JX1263                          STATION DESCRIPTION
 JX1263
 JX1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1263'4.4 MI NW FROM WADEVILLE.
 JX1263'4.45 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER
 JX1263'NORTH FORK OF LEE CREEK AT WADEVILLE, AT INTERSECTION OF STATE
 JX1263'HIGHWAY 2, ABOUT 0.25 MILE NORTH ALONG HIGHWAY 2 FROM BRIDGE OVER
 JX1263'NORTH FORK OF LEE CREEK, 44 FEET WEST-NORTHWEST OF CENTER LINE
 JX1263'OF HIGHWAY, 70 FEET WEST-SOUTHWEST OF CENTER OF INTERSECTION, 201
 JX1263'FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF A WHITE FRAME HOUSE,
 JX1263'7 1/2 FEET NORTH OF A POWER POLE, 2 FEET SOUTHEAST OF A WHITE
 JX1263'WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY AND
 JX1263'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JX1263
 JX1263                          STATION RECOVERY (1976)
 JX1263
 JX1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1263'RECOVERED IN GOOD CONDITION.
 JX1263
 JX1263                          STATION RECOVERY (1984)
 JX1263
 JX1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1263'RECOVERED IN GOOD CONDITION.
 JX1263
 JX1263                          STATION RECOVERY (1984)
 JX1263
 JX1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1274 ***********************************************************************
 JX1274  DESIGNATION -  H 101
 JX1274  PID         -  JX1274
 JX1274  STATE/COUNTY-  WV/JACKSON
 JX1274  USGS QUAD   -  POND CREEK (1994)
 JX1274
 JX1274                         *CURRENT SURVEY CONTROL
 JX1274  ___________________________________________________________________
 JX1274* NAD 83(1986)-  39 04 24.     (N)    081 43 32.     (W)     SCALED    
 JX1274* NAVD 88     -       186.405  (meters)     611.56   (feet)  ADJUSTED  
 JX1274  ___________________________________________________________________
 JX1274  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JX1274  DYNAMIC HT  -         186.286 (meters)     611.17  (feet)  COMP
 JX1274  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 JX1274
 JX1274  VERT ORDER  -  SECOND    CLASS 0
 JX1274
 JX1274.The horizontal coordinates were scaled from a topographic map and have
 JX1274.an estimated accuracy of +/- 6 seconds.
 JX1274
 JX1274.The orthometric height was determined by differential leveling
 JX1274.and adjusted by the National Geodetic Survey in June 1991..
 JX1274
 JX1274.The geoid height was determined by GEOID03.
 JX1274
 JX1274.The dynamic height is computed by dividing the NAVD 88
 JX1274.geopotential number by the normal gravity value computed on the
 JX1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1274.degrees latitude (g = 980.6199 gals.).
 JX1274
 JX1274.The modeled gravity was interpolated from observed gravity values.
 JX1274
 JX1274;                    North         East    Units  Estimated Accuracy
 JX1274;SPC WV S     -   230,380.      537,210.      MT  (+/- 180 meters Scaled)
 JX1274
 JX1274                          SUPERSEDED SURVEY CONTROL
 JX1274
 JX1274  NGVD 29 (??/??/92)  186.581  (m)          612.14   (f) ADJ UNCH    2 0
 JX1274
 JX1274.Superseded values are not recommended for survey control.
 JX1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1274.See file dsdata.txt to determine how the superseded data were derived.
 JX1274
 JX1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD372251(NAD 83)
 JX1274_MARKER: DB = BENCH MARK DISK
 JX1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1274_STAMPING: H 101 1956
 JX1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1274+STABILITY: SURFACE MOTION
 JX1274
 JX1274  HISTORY     - Date     Condition        Report By
 JX1274  HISTORY     - 1956     MONUMENTED       CGS
 JX1274
 JX1274                          STATION DESCRIPTION
 JX1274
 JX1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1274'5.4 MI SE FROM BELLEVILLE.
 JX1274'2.9 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE BALTIMORE AND OHIO
 JX1274'RAILROAD STATION AT BELLEVILLE TO A POINT 0.7 MILE SOUTH OF
 JX1274'BRIDGE OVER POND CREEK, THENCE ABOUT 0.8 MILE SOUTHEAST, ABOUT
 JX1274'0.1 MILE NORTHEAST AND ABOUT 1.55 MILES SOUTHEAST AND EAST ALONG
 JX1274'DIRT ROADS, ABOUT 0.6 MILE WEST OF JUNCTION OF A NORTH-SOUTH
 JX1274'GRAVEL ROAD FOLLOWING LITTLE POND CREEK, NEAR THE EAST CORNER OF
 JX1274'A HAY FIELD, 26 FEET NORTHWEST OF CENTER LINE OF ROAD, 54 FEET
 JX1274'WEST OF WEST CORNER OF A 12-FOOT WOODEN BRIDGE OVER A SMALL
 JX1274'STREAM, 56 YARDS SOUTH OF SOUTH CORNER OF AN ABANDONED FRAME
 JX1274'HOUSE, 1 1/2 FEET SOUTHWEST OF A FENCE LINE EXTENDING NORTHWEST,
 JX1274'2 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 JX1274'FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX1274'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1289 ***********************************************************************
 JX1289  DESIGNATION -  H 102
 JX1289  PID         -  JX1289
 JX1289  STATE/COUNTY-  WV/JACKSON
 JX1289  USGS QUAD   -  ROCKPORT (1975)
 JX1289
 JX1289                         *CURRENT SURVEY CONTROL
 JX1289  ___________________________________________________________________
 JX1289* NAD 83(1986)-  39 02 28.     (N)    081 37 26.     (W)     SCALED    
 JX1289* NAVD 88     -       308.961  (meters)    1013.65   (feet)  ADJUSTED  
 JX1289  ___________________________________________________________________
 JX1289  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX1289  DYNAMIC HT  -         308.766 (meters)    1013.01  (feet)  COMP
 JX1289  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JX1289
 JX1289  VERT ORDER  -  SECOND    CLASS 0
 JX1289
 JX1289.The horizontal coordinates were scaled from a topographic map and have
 JX1289.an estimated accuracy of +/- 6 seconds.
 JX1289
 JX1289.The orthometric height was determined by differential leveling
 JX1289.and adjusted by the National Geodetic Survey in June 1991..
 JX1289
 JX1289.The geoid height was determined by GEOID03.
 JX1289
 JX1289.The dynamic height is computed by dividing the NAVD 88
 JX1289.geopotential number by the normal gravity value computed on the
 JX1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1289.degrees latitude (g = 980.6199 gals.).
 JX1289
 JX1289.The modeled gravity was interpolated from observed gravity values.
 JX1289
 JX1289;                    North         East    Units  Estimated Accuracy
 JX1289;SPC WV S     -   226,740.      545,980.      MT  (+/- 180 meters Scaled)
 JX1289
 JX1289                          SUPERSEDED SURVEY CONTROL
 JX1289
 JX1289  NGVD 29 (??/??/92)  309.127  (m)         1014.19   (f) ADJ UNCH    2 0
 JX1289
 JX1289.Superseded values are not recommended for survey control.
 JX1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1289.See file dsdata.txt to determine how the superseded data were derived.
 JX1289
 JX1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD460215(NAD 83)
 JX1289_MARKER: DB = BENCH MARK DISK
 JX1289_SETTING: 66 = SET IN ROCK OUTCROP
 JX1289_SP_SET: ROCK LEDGE
 JX1289_STAMPING: H 102 1956
 JX1289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1289+STABILITY: POSITION/ELEVATION WELL
 JX1289
 JX1289  HISTORY     - Date     Condition        Report By
 JX1289  HISTORY     - 1956     MONUMENTED       CGS
 JX1289
 JX1289                          STATION DESCRIPTION
 JX1289
 JX1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1289'9 MI SW FROM ROCKPORT.
 JX1289'0.15 MILE SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT ROCKPORT,
 JX1289'THENCE ABOUT 6.65 MILES SOUTHWEST AND WEST ALONG A GRAVEL ROAD
 JX1289'LEADING TO BELLEVILLE, THENCE ABOUT 2.2 MILES SOUTHEAST ALONG
 JX1289'A NARROW GRAVEL ROAD, AT A JOGGED DIRT ROAD CROSSING, ABOUT
 JX1289'0.15 MILE SOUTH OF THE WOOD-JACKSON COUNTY LINE, ABOUT 100 YARDS
 JX1289'EAST AND ACROSS NORTH-SOUTH ROAD FROM S.D. WILLIAMS RESIDENCE,
 JX1289'SET VERTICALLY IN THE SOUTH FACE OF A SANDSTONE LEDGE PROJECTING
 JX1289'OUT OF BANK ON NORTH SIDE OF DIRT ROAD EAST, 34 FEET
 JX1289'EAST-NORTHEAST OF CENTER OF JUNCTION OF NORTH-SOUTH ROAD AND
 JX1289'ROAD EAST, 44 FEET SOUTHEAST OF CENTER OF JUNCTION OF
 JX1289'NORTH-SOUTH ROAD AND ROAD WEST, 10 FEET NORTH OF ROAD EAST,
 JX1289'29 FEET NORTH AND ACROSS ROAD EAST FROM NORTHWEST CORNER OF A
 JX1289'LOG BARN AND ABOUT 4 FEET ABOVE LEVEL OF ROAD EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2719 ***********************************************************************
 HX2719  DESIGNATION -  H 103
 HX2719  PID         -  HX2719
 HX2719  STATE/COUNTY-  WV/JACKSON
 HX2719  USGS QUAD   -  SANDYVILLE (1988)
 HX2719
 HX2719                         *CURRENT SURVEY CONTROL
 HX2719  ___________________________________________________________________
 HX2719* NAD 83(1986)-  38 59 40.     (N)    081 39 56.     (W)     SCALED    
 HX2719* NAVD 88     -       210.658  (meters)     691.13   (feet)  ADJUSTED  
 HX2719  ___________________________________________________________________
 HX2719  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 HX2719  DYNAMIC HT  -         210.523 (meters)     690.69  (feet)  COMP
 HX2719  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 HX2719
 HX2719  VERT ORDER  -  SECOND    CLASS 0
 HX2719
 HX2719.The horizontal coordinates were scaled from a topographic map and have
 HX2719.an estimated accuracy of +/- 6 seconds.
 HX2719
 HX2719.The orthometric height was determined by differential leveling
 HX2719.and adjusted by the National Geodetic Survey in June 1991..
 HX2719
 HX2719.The geoid height was determined by GEOID03.
 HX2719
 HX2719.The dynamic height is computed by dividing the NAVD 88
 HX2719.geopotential number by the normal gravity value computed on the
 HX2719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2719.degrees latitude (g = 980.6199 gals.).
 HX2719
 HX2719.The modeled gravity was interpolated from observed gravity values.
 HX2719
 HX2719;                    North         East    Units  Estimated Accuracy
 HX2719;SPC WV S     -   221,580.      542,340.      MT  (+/- 180 meters Scaled)
 HX2719
 HX2719                          SUPERSEDED SURVEY CONTROL
 HX2719
 HX2719  NGVD 29 (??/??/92)  210.829  (m)          691.69   (f) ADJ UNCH    2 0
 HX2719
 HX2719.Superseded values are not recommended for survey control.
 HX2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2719.See file dsdata.txt to determine how the superseded data were derived.
 HX2719
 HX2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD423163(NAD 83)
 HX2719_MARKER: DB = BENCH MARK DISK
 HX2719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2719_SP_SET: CULVERT
 HX2719_STAMPING: H 103 1956
 HX2719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2719
 HX2719  HISTORY     - Date     Condition        Report By
 HX2719  HISTORY     - 1956     MONUMENTED       CGS
 HX2719
 HX2719                          STATION DESCRIPTION
 HX2719
 HX2719'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2719'AT CUBA.
 HX2719'AT CUBA, ALONG SHERMAN-MEDINA ROAD, AT THE SCHOOL, ABOUT 0.35 MILE
 HX2719'NORTHEAST ALONG SHERMAN-MEDINA ROAD FROM JUNCTION OF A DIRT ROAD
 HX2719'LEADING EAST, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 HX2719'CONCRETE HEAD WALL OF A 10-FOOT CONCRETE CULVERT, 11 1/2 FEET
 HX2719'NORTHWEST OF CENTER LINE OF ROAD, 149 FEET SOUTHWEST OF CENTER
 HX2719'OF JUNCTION OF A NARROW GRAVEL ROAD LEADING NORTH, 79 FEET EAST
 HX2719'OF SOUTHEAST CORNER OF SCHOOL BUILDING, 1 FOOT NORTHEAST OF SOUTHWEST
 HX2719'END OF HEAD WALL AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0324 ***********************************************************************
 HY0324  DESIGNATION -  H 104
 HY0324  PID         -  HY0324
 HY0324  STATE/COUNTY-  WV/MASON
 HY0324  USGS QUAD   -  CHESHIRE (1989)
 HY0324
 HY0324                         *CURRENT SURVEY CONTROL
 HY0324  ___________________________________________________________________
 HY0324* NAD 83(1986)-  38 55 10.     (N)    082 00 33.     (W)     SCALED    
 HY0324* NAVD 88     -       196.680  (meters)     645.27   (feet)  ADJUSTED  
 HY0324  ___________________________________________________________________
 HY0324  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HY0324  DYNAMIC HT  -         196.557 (meters)     644.87  (feet)  COMP
 HY0324  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 HY0324
 HY0324  VERT ORDER  -  SECOND    CLASS 0
 HY0324
 HY0324.The horizontal coordinates were scaled from a topographic map and have
 HY0324.an estimated accuracy of +/- 6 seconds.
 HY0324
 HY0324.The orthometric height was determined by differential leveling
 HY0324.and adjusted by the National Geodetic Survey in June 1991..
 HY0324
 HY0324.The geoid height was determined by GEOID03.
 HY0324
 HY0324.The dynamic height is computed by dividing the NAVD 88
 HY0324.geopotential number by the normal gravity value computed on the
 HY0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0324.degrees latitude (g = 980.6199 gals.).
 HY0324
 HY0324.The modeled gravity was interpolated from observed gravity values.
 HY0324
 HY0324;                    North         East    Units  Estimated Accuracy
 HY0324;SPC WV S     -   213,520.      512,480.      MT  (+/- 180 meters Scaled)
 HY0324
 HY0324                          SUPERSEDED SURVEY CONTROL
 HY0324
 HY0324  NGVD 29 (??/??/92)  196.876  (m)          645.92   (f) ADJ UNCH    2 0
 HY0324
 HY0324.Superseded values are not recommended for survey control.
 HY0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0324.See file dsdata.txt to determine how the superseded data were derived.
 HY0324
 HY0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD125083(NAD 83)
 HY0324_MARKER: DB = BENCH MARK DISK
 HY0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0324_SP_SET: BRIDGE
 HY0324_STAMPING: H 104 1956
 HY0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0324
 HY0324  HISTORY     - Date     Condition        Report By
 HY0324  HISTORY     - 1956     MONUMENTED       CGS
 HY0324  HISTORY     - 1976     GOOD             NGS
 HY0324
 HY0324                          STATION DESCRIPTION
 HY0324
 HY0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0324'8.4 MI SE FROM LAKIN.
 HY0324'2.05 MILES SOUTH ALONG STATE HIGHWAY 62 FROM LAKIN STATE HOSPITAL
 HY0324'AT LAKIN, THENCE ABOUT 1.95 MILES SOUTHEAST AND 0.3 MILE NORTHEAST
 HY0324'ALONG BLACK TOP ROADS, THENCE ABOUT 3.55 MILES SOUTHEAST AND EAST
 HY0324'ALONG A GRAVEL ROAD, THENCE ABOUT 0.5 MILE NORTH ALONG A GRAVEL ROAD,
 HY0324'AT THE JUNCTION OF A GRAVEL ROAD EAST, IN THE TOP OF SOUTHEAST
 HY0324'WING WALL OF A 16-FOOT CONCRETE BRIDGE ON NORTH-SOUTH ROAD,
 HY0324'24 FEET NORTH OF CENTER LINE OF ROAD EAST, 9 1/2 FEET EAST OF
 HY0324'CENTER LINE OF NORTH-SOUTH ROAD, 1 1/2 FEET EAST OF SOUTH END OF
 HY0324'EAST HEAD WALL AND 3/4 FEET ABOVE LEVEL OF ROAD.
 HY0324
 HY0324                          STATION RECOVERY (1976)
 HY0324
 HY0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2386 ***********************************************************************
 HX2386  DESIGNATION -  H 105
 HX2386  PID         -  HX2386
 HX2386  STATE/COUNTY-  WV/JACKSON
 HX2386  USGS QUAD   -  KENNA (1975)
 HX2386
 HX2386                         *CURRENT SURVEY CONTROL
 HX2386  ___________________________________________________________________
 HX2386* NAD 83(1986)-  38 38 25.     (N)    081 40 33.     (W)     SCALED    
 HX2386* NAVD 88     -       214.464  (meters)     703.62   (feet)  ADJUSTED  
 HX2386  ___________________________________________________________________
 HX2386  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HX2386  DYNAMIC HT  -         214.319 (meters)     703.14  (feet)  COMP
 HX2386  MODELED GRAV-     979,948.3   (mgal)                       NAVD 88
 HX2386
 HX2386  VERT ORDER  -  SECOND    CLASS 0
 HX2386
 HX2386.The horizontal coordinates were scaled from a topographic map and have
 HX2386.an estimated accuracy of +/- 6 seconds.
 HX2386
 HX2386.The orthometric height was determined by differential leveling
 HX2386.and adjusted by the National Geodetic Survey in June 1991..
 HX2386
 HX2386.The geoid height was determined by GEOID03.
 HX2386
 HX2386.The dynamic height is computed by dividing the NAVD 88
 HX2386.geopotential number by the normal gravity value computed on the
 HX2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2386.degrees latitude (g = 980.6199 gals.).
 HX2386
 HX2386.The modeled gravity was interpolated from observed gravity values.
 HX2386
 HX2386;                    North         East    Units  Estimated Accuracy
 HX2386;SPC WV S     -   182,270.      541,160.      MT  (+/- 180 meters Scaled)
 HX2386
 HX2386                          SUPERSEDED SURVEY CONTROL
 HX2386
 HX2386  NGVD 29 (??/??/92)  214.646  (m)          704.22   (f) ADJ UNCH    2 0
 HX2386
 HX2386.Superseded values are not recommended for survey control.
 HX2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2386.See file dsdata.txt to determine how the superseded data were derived.
 HX2386
 HX2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC411770(NAD 83)
 HX2386_MARKER: DB = BENCH MARK DISK
 HX2386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2386_SP_SET: ABUTMENT WING WALL STEP
 HX2386_STAMPING: H 105 1956
 HX2386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2386
 HX2386  HISTORY     - Date     Condition        Report By
 HX2386  HISTORY     - 1956     MONUMENTED       CGS
 HX2386
 HX2386                          STATION DESCRIPTION
 HX2386
 HX2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2386'2.8 MI S FROM KENNA.
 HX2386'ABOUT 2.85 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION
 HX2386'OF ROAD EAST TO KENTUCK AT KENNA, ABOUT 1.4 MILES NORTH OF WATTS
 HX2386'CHAPEL METHODIST CHURCH, ABOUT 1.6 MILE SOUTH OF TOP OF GRADE
 HX2386'OF DIVIDE HILL AND JUNCTION OF STATE HIGHWAY 34 LEADING WEST,
 HX2386'IN THE TOP OF THE FIRST STEP DOWN FROM TOP OF THE SOUTHWEST STONE
 HX2386'WING WALL OF SOUTH ABUTMENT OF 12-FOOT BRIDGE OVER POCATALICO
 HX2386'CREEK, 17 FEET WEST OF CENTER LINE OF HIGHWAY AND ABOUT 1 1/2 FEET
 HX2386'BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2508 ***********************************************************************
 HX2508  DESIGNATION -  H 106
 HX2508  PID         -  HX2508
 HX2508  STATE/COUNTY-  WV/JACKSON
 HX2508  USGS QUAD   -  KENNA (1975)
 HX2508
 HX2508                         *CURRENT SURVEY CONTROL
 HX2508  ___________________________________________________________________
 HX2508* NAD 83(1986)-  38 44 50.     (N)    081 39 16.     (W)     SCALED    
 HX2508* NAVD 88     -       293.782  (meters)     963.85   (feet)  ADJUSTED  
 HX2508  ___________________________________________________________________
 HX2508  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HX2508  DYNAMIC HT  -         293.588 (meters)     963.21  (feet)  COMP
 HX2508  MODELED GRAV-     979,961.7   (mgal)                       NAVD 88
 HX2508
 HX2508  VERT ORDER  -  SECOND    CLASS 0
 HX2508
 HX2508.The horizontal coordinates were scaled from a topographic map and have
 HX2508.an estimated accuracy of +/- 6 seconds.
 HX2508
 HX2508.The orthometric height was determined by differential leveling
 HX2508.and adjusted by the National Geodetic Survey in June 1991..
 HX2508
 HX2508.The geoid height was determined by GEOID03.
 HX2508
 HX2508.The dynamic height is computed by dividing the NAVD 88
 HX2508.geopotential number by the normal gravity value computed on the
 HX2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2508.degrees latitude (g = 980.6199 gals.).
 HX2508
 HX2508.The modeled gravity was interpolated from observed gravity values.
 HX2508
 HX2508;                    North         East    Units  Estimated Accuracy
 HX2508;SPC WV S     -   194,130.      543,110.      MT  (+/- 180 meters Scaled)
 HX2508
 HX2508                          SUPERSEDED SURVEY CONTROL
 HX2508
 HX2508  NGVD 29 (??/??/92)  293.960  (m)          964.43   (f) ADJ UNCH    2 0
 HX2508
 HX2508.Superseded values are not recommended for survey control.
 HX2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2508.See file dsdata.txt to determine how the superseded data were derived.
 HX2508
 HX2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC431889(NAD 83)
 HX2508_MARKER: DB = BENCH MARK DISK
 HX2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2508_STAMPING: H 106 1956
 HX2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2508+STABILITY: SURFACE MOTION
 HX2508
 HX2508  HISTORY     - Date     Condition        Report By
 HX2508  HISTORY     - 1956     MONUMENTED       CGS
 HX2508
 HX2508                          STATION DESCRIPTION
 HX2508
 HX2508'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2508'2.8 MI W FROM STATTS MILLS.
 HX2508'ABOUT 2.75 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX2508'AT STATTS MILLS, AT THE BOTTOM OF GRADES AND AT A CEMETERY, 30
 HX2508'FEET SOUTH OF CENTER LINE OF ROAD AND ON THE OUTSIDE OF A CURVE WITH
 HX2508'TANGENTS EXTENDING EAST AND NORTHWEST, 89 1/2 FEET SOUTHWEST
 HX2508'OF CENTER OF JUNCTION OF A ROAD LEADING NORTHEAST, 1 FOOT
 HX2508'NORTH-NORTHWEST OF CEMETERY FENCE, 10 FEET EAST-NORTHEAST OF A
 HX2508'PEDESTRIAN GATE TO CEMETERY, 23 FEET EAST-NORTHEAST OF NORTHWEST
 HX2508'CORNER OF FENCE AROUND CEMETERY, 2 FEET NORTHWEST OF A WHITE
 HX2508'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND
 HX2508'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2456 ***********************************************************************
 HX2456  DESIGNATION -  H 107
 HX2456  PID         -  HX2456
 HX2456  STATE/COUNTY-  WV/JACKSON
 HX2456  USGS QUAD   -  RIPLEY (1975)
 HX2456
 HX2456                         *CURRENT SURVEY CONTROL
 HX2456  ___________________________________________________________________
 HX2456* NAD 83(1986)-  38 48 42.     (N)    081 43 04.     (W)     SCALED    
 HX2456* NAVD 88     -       283.524  (meters)     930.20   (feet)  ADJUSTED  
 HX2456  ___________________________________________________________________
 HX2456  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HX2456  DYNAMIC HT  -         283.340 (meters)     929.59  (feet)  COMP
 HX2456  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 HX2456
 HX2456  VERT ORDER  -  SECOND    CLASS 0
 HX2456
 HX2456.The horizontal coordinates were scaled from a topographic map and have
 HX2456.an estimated accuracy of +/- 6 seconds.
 HX2456
 HX2456.The orthometric height was determined by differential leveling
 HX2456.and adjusted by the National Geodetic Survey in June 1991..
 HX2456
 HX2456.The geoid height was determined by GEOID03.
 HX2456
 HX2456.The dynamic height is computed by dividing the NAVD 88
 HX2456.geopotential number by the normal gravity value computed on the
 HX2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2456.degrees latitude (g = 980.6199 gals.).
 HX2456
 HX2456.The modeled gravity was interpolated from observed gravity values.
 HX2456
 HX2456;                    North         East    Units  Estimated Accuracy
 HX2456;SPC WV S     -   201,320.      537,660.      MT  (+/- 180 meters Scaled)
 HX2456
 HX2456                          SUPERSEDED SURVEY CONTROL
 HX2456
 HX2456  NGVD 29 (??/??/92)  283.703  (m)          930.78   (f) ADJ UNCH    2 0
 HX2456
 HX2456.Superseded values are not recommended for survey control.
 HX2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2456.See file dsdata.txt to determine how the superseded data were derived.
 HX2456
 HX2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC376961(NAD 83)
 HX2456_MARKER: DB = BENCH MARK DISK
 HX2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2456_STAMPING: H 107 1956
 HX2456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2456+STABILITY: SURFACE MOTION
 HX2456
 HX2456  HISTORY     - Date     Condition        Report By
 HX2456  HISTORY     - 1956     MONUMENTED       CGS
 HX2456
 HX2456                          STATION DESCRIPTION
 HX2456
 HX2456'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2456'1.2 MI SW FROM RIPLEY.
 HX2456'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HX2456'RIPLEY, THENCE ABOUT 0.65 MILE SOUTH ALONG A NARROW GRAVEL ROAD,
 HX2456'ABOUT 0.35 MILE NORTHEAST OF THE TOP OF A GRADE, 29 FEET EAST
 HX2456'OF CENTER LINE OF ROAD, 20 FEET SOUTH OF CENTER OF JUNCTION OF
 HX2456'A TRAIL LEADING SOUTHEAST TO A SADDLE ROOF BARN (ABOUT 0.1 MILE
 HX2456'EAST OF ROAD), 3 FEET WEST OF A FENCE LINE, 39 1/2 FEET NORTHEAST
 HX2456'OF CENTER OF JUNCTION OF A ROAD LEADING SOUTHWEST AND DOWNHILL
 HX2456'TO A FARM HOUSE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 HX2456'ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 HX2456'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2355 ***********************************************************************
 HX2355  DESIGNATION -  H 108
 HX2355  PID         -  HX2355
 HX2355  STATE/COUNTY-  WV/JACKSON
 HX2355  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2355
 HX2355                         *CURRENT SURVEY CONTROL
 HX2355  ___________________________________________________________________
 HX2355* NAD 83(1986)-  38 51 54.     (N)    081 48 17.     (W)     SCALED    
 HX2355* NAVD 88     -       222.054  (meters)     728.52   (feet)  ADJUSTED  
 HX2355  ___________________________________________________________________
 HX2355  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HX2355  DYNAMIC HT  -         221.910 (meters)     728.05  (feet)  COMP
 HX2355  MODELED GRAV-     979,973.7   (mgal)                       NAVD 88
 HX2355
 HX2355  VERT ORDER  -  SECOND    CLASS 0
 HX2355
 HX2355.The horizontal coordinates were scaled from a topographic map and have
 HX2355.an estimated accuracy of +/- 6 seconds.
 HX2355
 HX2355.The orthometric height was determined by differential leveling
 HX2355.and adjusted by the National Geodetic Survey in June 1991..
 HX2355
 HX2355.The geoid height was determined by GEOID03.
 HX2355
 HX2355.The dynamic height is computed by dividing the NAVD 88
 HX2355.geopotential number by the normal gravity value computed on the
 HX2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2355.degrees latitude (g = 980.6199 gals.).
 HX2355
 HX2355.The modeled gravity was interpolated from observed gravity values.
 HX2355
 HX2355;                    North         East    Units  Estimated Accuracy
 HX2355;SPC WV S     -   207,310.      530,160.      MT  (+/- 180 meters Scaled)
 HX2355
 HX2355                          SUPERSEDED SURVEY CONTROL
 HX2355
 HX2355  NGVD 29 (??/??/92)  222.230  (m)          729.10   (f) ADJ UNCH    2 0
 HX2355
 HX2355.Superseded values are not recommended for survey control.
 HX2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2355.See file dsdata.txt to determine how the superseded data were derived.
 HX2355
 HX2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD301021(NAD 83)
 HX2355_MARKER: DB = BENCH MARK DISK
 HX2355_SETTING: 66 = SET IN ROCK OUTCROP
 HX2355_SP_SET: ROCK CUT
 HX2355_STAMPING: H 108 1956
 HX2355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2355+STABILITY: POSITION/ELEVATION WELL
 HX2355
 HX2355  HISTORY     - Date     Condition        Report By
 HX2355  HISTORY     - 1956     MONUMENTED       CGS
 HX2355
 HX2355                          STATION DESCRIPTION
 HX2355
 HX2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2355'0.9 MI E FROM COTTAGEVILLE.
 HX2355'ABOUT 0.9 MILE EAST ALONG U.S. HIGHWAY 33 FROM THE EAST END OF
 HX2355'HIGHWAY BRIDGE OVER MILL CREEK AT COTTAGEVILLE, ABOUT 0.45 MILE
 HX2355'EAST OF JUNCTION OF A GRAVEL ROAD LEADING NORTH TO RAVENSWOOD
 HX2355'AND A BRIDGE OVER FALLS RUN, ABOUT 0.1 MILE NORTHWEST OF THE TOP
 HX2355'OF A GRADE AND JUNCTION OF ROAD EAST, 18 FEET NORTHEAST OF CENTER
 HX2355'LINE OF HIGHWAY, SET VERTICALLY IN THE SOUTHWEST FACE OF A 6-FOOT
 HX2355'HIGH ROCK IN A CUT, 162 FEET SOUTHEAST AND UPHILL FROM A 20-INCH
 HX2355'PIPE CULVERT UNDER HIGHWAY, 116 FEET EAST AND ACROSS HIGHWAY FROM
 HX2355'POWER POLE NO. 373-D-1, AND 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0464 ***********************************************************************
 HY0464  DESIGNATION -  H 109
 HY0464  PID         -  HY0464
 HY0464  STATE/COUNTY-  WV/CABELL
 HY0464  USGS QUAD   -  HUNTINGTON (1985)
 HY0464
 HY0464                         *CURRENT SURVEY CONTROL
 HY0464  ___________________________________________________________________
 HY0464* NAD 83(1986)-  38 24 40.     (N)    082 28 48.     (W)     SCALED    
 HY0464* NAVD 88     -       166.190  (meters)     545.24   (feet)  ADJUSTED  
 HY0464  ___________________________________________________________________
 HY0464  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HY0464  DYNAMIC HT  -         166.077 (meters)     544.87  (feet)  COMP
 HY0464  MODELED GRAV-     979,946.7   (mgal)                       NAVD 88
 HY0464
 HY0464  VERT ORDER  -  FIRST     CLASS II
 HY0464
 HY0464.The horizontal coordinates were scaled from a topographic map and have
 HY0464.an estimated accuracy of +/- 6 seconds.
 HY0464
 HY0464.The orthometric height was determined by differential leveling
 HY0464.and adjusted by the National Geodetic Survey in June 1991..
 HY0464
 HY0464.The geoid height was determined by GEOID03.
 HY0464
 HY0464.The dynamic height is computed by dividing the NAVD 88
 HY0464.geopotential number by the normal gravity value computed on the
 HY0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0464.degrees latitude (g = 980.6199 gals.).
 HY0464
 HY0464.The modeled gravity was interpolated from observed gravity values.
 HY0464
 HY0464;                    North         East    Units  Estimated Accuracy
 HY0464;SPC WV S     -   157,650.      470,750.      MT  (+/- 180 meters Scaled)
 HY0464
 HY0464                          SUPERSEDED SURVEY CONTROL
 HY0464
 HY0464  NGVD 29 (??/??/92)  166.372  (m)          545.84   (f) ADJ UNCH    1 2
 HY0464
 HY0464.Superseded values are not recommended for survey control.
 HY0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0464.See file dsdata.txt to determine how the superseded data were derived.
 HY0464
 HY0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC707524(NAD 83)
 HY0464_MARKER: DB = BENCH MARK DISK
 HY0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0464_STAMPING: H 109 1956
 HY0464_MARK LOGO: CGS   
 HY0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0464+STABILITY: SURFACE MOTION
 HY0464
 HY0464  HISTORY     - Date     Condition        Report By
 HY0464  HISTORY     - 1956     MONUMENTED       CGS
 HY0464  HISTORY     - 1984     GOOD             NGS
 HY0464
 HY0464                          STATION DESCRIPTION
 HY0464
 HY0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0464'AT HUNTINGTON.
 HY0464'AT HUNTINGTON, AT INTERSECTION OF FIFTH AVENUE AND 14TH STREET
 HY0464'WEST, 52 FEET NORTH OF NORTH RAIL OF BALTIMORE AND OHIO RAILROAD,
 HY0464'157 FEET WEST OF CENTER LINE OF 14TH STREET, ABOUT 105 YARDS
 HY0464'EAST OF INTERSECTION OF THE B. AND O. RR AND THE CHESAPEAKE AND
 HY0464'OHIO RAILROAD, 63 FEET SOUTHWEST OF SOUTHWEST CORNER OF A 2-STORY
 HY0464'YELLOW BRICK BUILDING FRONTING ON 14TH STREET, ABOUT LEVEL WITH
 HY0464'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HY0464
 HY0464                          STATION RECOVERY (1984)
 HY0464
 HY0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1519 ***********************************************************************
 HX1519  DESIGNATION -  H 11
 HX1519  PID         -  HX1519
 HX1519  STATE/COUNTY-  WV/BRAXTON
 HX1519  USGS QUAD   -  GASSAWAY (1976)
 HX1519
 HX1519                         *CURRENT SURVEY CONTROL
 HX1519  ___________________________________________________________________
 HX1519* NAD 83(1986)-  38 38 51.     (N)    080 49 07.     (W)     SCALED    
 HX1519* NAVD 88     -       252.807  (meters)     829.42   (feet)  ADJUSTED  
 HX1519  ___________________________________________________________________
 HX1519  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HX1519  DYNAMIC HT  -         252.637 (meters)     828.86  (feet)  COMP
 HX1519  MODELED GRAV-     979,948.5   (mgal)                       NAVD 88
 HX1519
 HX1519  VERT ORDER  -  SECOND    CLASS 0
 HX1519
 HX1519.The horizontal coordinates were scaled from a topographic map and have
 HX1519.an estimated accuracy of +/- 6 seconds.
 HX1519
 HX1519.The orthometric height was determined by differential leveling
 HX1519.and adjusted by the National Geodetic Survey in June 1991..
 HX1519
 HX1519.The geoid height was determined by GEOID03.
 HX1519
 HX1519.The dynamic height is computed by dividing the NAVD 88
 HX1519.geopotential number by the normal gravity value computed on the
 HX1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1519.degrees latitude (g = 980.6199 gals.).
 HX1519
 HX1519.The modeled gravity was interpolated from observed gravity values.
 HX1519
 HX1519;                    North         East    Units  Estimated Accuracy
 HX1519;SPC WV S     -   182,870.      615,790.      MT  (+/- 180 meters Scaled)
 HX1519
 HX1519                          SUPERSEDED SURVEY CONTROL
 HX1519
 HX1519  NGVD 29 (??/??/92)  252.991  (m)          830.02   (f) ADJ UNCH    2 0
 HX1519
 HX1519.Superseded values are not recommended for survey control.
 HX1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1519.See file dsdata.txt to determine how the superseded data were derived.
 HX1519
 HX1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC157776(NAD 83)
 HX1519_MARKER: DB = BENCH MARK DISK
 HX1519_SETTING: 66 = SET IN ROCK OUTCROP
 HX1519_SP_SET: ROCK OUTCROP
 HX1519_STAMPING: H 11 1933
 HX1519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1519+STABILITY: POSITION/ELEVATION WELL
 HX1519
 HX1519  HISTORY     - Date     Condition        Report By
 HX1519  HISTORY     - 1933     MONUMENTED       CGS
 HX1519
 HX1519                          STATION DESCRIPTION
 HX1519
 HX1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1519'4.8 MI W FROM GASSAWAY.
 HX1519'4.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1519'STATION AT GASSAWAY, BRAXTON COUNTY, 53.5 RAILS EAST OF MILEPOST
 HX1519'C 87, 2 RAILS EAST OF POLE 8710, AT THE EAST END OF A LARGE ROCK
 HX1519'OUTCROP, IN THE TOP OF A LEDGE, 15 FEET SOUTH OF THE CENTERLINE
 HX1519'OF THE TRACK, AND 3 FEET HIGHER THAN THE TRACK.  A STANDARD
 HX1519'DISK, STAMPED H 11 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2332 ***********************************************************************
 HX2332  DESIGNATION -  H 110
 HX2332  PID         -  HX2332
 HX2332  STATE/COUNTY-  WV/MASON
 HX2332  USGS QUAD   -  MOUNT ALTO (1994)
 HX2332
 HX2332                         *CURRENT SURVEY CONTROL
 HX2332  ___________________________________________________________________
 HX2332* NAD 83(1986)-  38 50 39.     (N)    081 58 11.     (W)     SCALED    
 HX2332* NAVD 88     -       209.256  (meters)     686.53   (feet)  ADJUSTED  
 HX2332  ___________________________________________________________________
 HX2332  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HX2332  DYNAMIC HT  -         209.122 (meters)     686.09  (feet)  COMP
 HX2332  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 HX2332
 HX2332  VERT ORDER  -  SECOND    CLASS 0
 HX2332
 HX2332.The horizontal coordinates were scaled from a topographic map and have
 HX2332.an estimated accuracy of +/- 6 seconds.
 HX2332
 HX2332.The orthometric height was determined by differential leveling
 HX2332.and adjusted by the National Geodetic Survey in June 1991..
 HX2332
 HX2332.The geoid height was determined by GEOID03.
 HX2332
 HX2332.The dynamic height is computed by dividing the NAVD 88
 HX2332.geopotential number by the normal gravity value computed on the
 HX2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2332.degrees latitude (g = 980.6199 gals.).
 HX2332
 HX2332.The modeled gravity was interpolated from observed gravity values.
 HX2332
 HX2332;                    North         East    Units  Estimated Accuracy
 HX2332;SPC WV S     -   205,130.      515,820.      MT  (+/- 180 meters Scaled)
 HX2332
 HX2332                          SUPERSEDED SURVEY CONTROL
 HX2332
 HX2332  NGVD 29 (??/??/92)  209.445  (m)          687.15   (f) ADJ UNCH    2 0
 HX2332
 HX2332.Superseded values are not recommended for survey control.
 HX2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2332.See file dsdata.txt to determine how the superseded data were derived.
 HX2332
 HX2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC158999(NAD 83)
 HX2332_MARKER: DB = BENCH MARK DISK
 HX2332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2332_SP_SET: CULVERT
 HX2332_STAMPING: H 110 1956
 HX2332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2332
 HX2332  HISTORY     - Date     Condition        Report By
 HX2332  HISTORY     - 1956     MONUMENTED       CGS
 HX2332  HISTORY     - 1984     GOOD             NGS
 HX2332
 HX2332                          STATION DESCRIPTION
 HX2332
 HX2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2332'2.8 MI E FROM FLATROCK.
 HX2332'ABOUT 2.75 MILES EAST ALONG STATE HIGHWAY 2 FROM THE CROSSROADS
 HX2332'AT FLATROCK, ABOUT 0.3 MILE EAST OF JUNCTION OF A ROAD NORTH,
 HX2332'IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL OF A 6-FOOT
 HX2332'CONCRETE BOX CULVERT UNDER HIGHWAY, 25 FEET NORTH OF CENTER LINE
 HX2332'OF HIGHWAY, 1/2 FOOT WEST OF EAST END OF HEAD WALL AND ABOUT
 HX2332'4 FEET BELOW LEVEL OF HIGHWAY.
 HX2332
 HX2332                          STATION RECOVERY (1984)
 HX2332
 HX2332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2321 ***********************************************************************
 HX2321  DESIGNATION -  H 111
 HX2321  PID         -  HX2321
 HX2321  STATE/COUNTY-  WV/MASON
 HX2321  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2321
 HX2321                         *CURRENT SURVEY CONTROL
 HX2321  ___________________________________________________________________
 HX2321* NAD 83(1986)-  38 47 18.     (N)    081 52 27.     (W)     SCALED    
 HX2321* NAVD 88     -       278.322  (meters)     913.13   (feet)  ADJUSTED  
 HX2321  ___________________________________________________________________
 HX2321  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HX2321  DYNAMIC HT  -         278.137 (meters)     912.52  (feet)  COMP
 HX2321  MODELED GRAV-     979,955.0   (mgal)                       NAVD 88
 HX2321
 HX2321  VERT ORDER  -  SECOND    CLASS 0
 HX2321
 HX2321.The horizontal coordinates were scaled from a topographic map and have
 HX2321.an estimated accuracy of +/- 6 seconds.
 HX2321
 HX2321.The orthometric height was determined by differential leveling
 HX2321.and adjusted by the National Geodetic Survey in June 1991..
 HX2321
 HX2321.The geoid height was determined by GEOID03.
 HX2321
 HX2321.The dynamic height is computed by dividing the NAVD 88
 HX2321.geopotential number by the normal gravity value computed on the
 HX2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2321.degrees latitude (g = 980.6199 gals.).
 HX2321
 HX2321.The modeled gravity was interpolated from observed gravity values.
 HX2321
 HX2321;                    North         East    Units  Estimated Accuracy
 HX2321;SPC WV S     -   198,850.      524,050.      MT  (+/- 180 meters Scaled)
 HX2321
 HX2321                          SUPERSEDED SURVEY CONTROL
 HX2321
 HX2321  NGVD 29 (??/??/92)  278.505  (m)          913.73   (f) ADJ UNCH    2 0
 HX2321
 HX2321.Superseded values are not recommended for survey control.
 HX2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2321.See file dsdata.txt to determine how the superseded data were derived.
 HX2321
 HX2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC240936(NAD 83)
 HX2321_MARKER: DB = BENCH MARK DISK
 HX2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2321_STAMPING: H 111 1956
 HX2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2321+STABILITY: SURFACE MOTION
 HX2321
 HX2321  HISTORY     - Date     Condition        Report By
 HX2321  HISTORY     - 1956     MONUMENTED       CGS
 HX2321
 HX2321                          STATION DESCRIPTION
 HX2321
 HX2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2321'7 MI SW FROM EVANS.
 HX2321'ABOUT 7.05 MILES SOUTHWEST AND NORTHWEST ALONG STATE HIGHWAY 87
 HX2321'FROM THE JUNCTION OF U.S. HIGHWAY 33 AT EVANS, ABOUT 0.5 MILE
 HX2321'NORTHWEST OF JUNCTION OF ROAD SOUTH TO GUNVILLE, ABOUT 0.15 MILE
 HX2321'NORTHWEST OF JUNCTION OF A DIRT ROAD WEST, AT THE NORTHWEST END OF
 HX2321'A CUT, 27 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 228 FEET
 HX2321'WEST-NORTHWEST AND ACROSS HIGHWAY FROM WEST STEEL LEG OF POWER
 HX2321'TRANSMISSION TOWER NO. A32 A SK 60, 20 FEET SOUTHEAST OF CENTER
 HX2321'OF A FARM GATE, 2 1/2 FEET NORTHEAST OF A FENCE LINE, 2 FEET
 HX2321'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY
 HX2321'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0289 ***********************************************************************
 HY0289  DESIGNATION -  H 112
 HY0289  PID         -  HY0289
 HY0289  STATE/COUNTY-  WV/MASON
 HY0289  USGS QUAD   -  ARLEE (1975)
 HY0289
 HY0289                         *CURRENT SURVEY CONTROL
 HY0289  ___________________________________________________________________
 HY0289* NAD 83(1986)-  38 44 41.     (N)    082 05 15.     (W)     SCALED    
 HY0289* NAVD 88     -       204.162  (meters)     669.82   (feet)  ADJUSTED  
 HY0289  ___________________________________________________________________
 HY0289  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HY0289  DYNAMIC HT  -         204.031 (meters)     669.39  (feet)  COMP
 HY0289  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 HY0289
 HY0289  VERT ORDER  -  SECOND    CLASS 0
 HY0289
 HY0289.The horizontal coordinates were scaled from a topographic map and have
 HY0289.an estimated accuracy of +/- 6 seconds.
 HY0289
 HY0289.The orthometric height was determined by differential leveling
 HY0289.and adjusted by the National Geodetic Survey in June 1991..
 HY0289
 HY0289.The geoid height was determined by GEOID03.
 HY0289
 HY0289.The dynamic height is computed by dividing the NAVD 88
 HY0289.geopotential number by the normal gravity value computed on the
 HY0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0289.degrees latitude (g = 980.6199 gals.).
 HY0289
 HY0289.The modeled gravity was interpolated from observed gravity values.
 HY0289
 HY0289;                    North         East    Units  Estimated Accuracy
 HY0289;SPC WV S     -   194,200.      505,460.      MT  (+/- 180 meters Scaled)
 HY0289
 HY0289                          SUPERSEDED SURVEY CONTROL
 HY0289
 HY0289  NGVD 29 (??/??/92)  204.349  (m)          670.43   (f) ADJ UNCH    2 0
 HY0289
 HY0289.Superseded values are not recommended for survey control.
 HY0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0289.See file dsdata.txt to determine how the superseded data were derived.
 HY0289
 HY0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC054890(NAD 83)
 HY0289_MARKER: DB = BENCH MARK DISK
 HY0289_SETTING: 66 = SET IN ROCK OUTCROP
 HY0289_SP_SET: ROCK LEDGE
 HY0289_STAMPING: H 112 1956
 HY0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0289+STABILITY: POSITION/ELEVATION WELL
 HY0289
 HY0289  HISTORY     - Date     Condition        Report By
 HY0289  HISTORY     - 1956     MONUMENTED       CGS
 HY0289
 HY0289                          STATION DESCRIPTION
 HY0289
 HY0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0289'1 MI NE FROM ARLEE.
 HY0289'ABOUT 1.0 MILE NORTHEAST ALONG A GRAVEL ROAD LEADING TO COUCH
 HY0289'FROM THE JUNCTION OF ROADS AND J.H. CAUHILL STORE AT ARLEE, ABOUT
 HY0289'0.55 MILE SOUTHWEST OF FIVEMILE SCHOOL, IN THE TOP OF A ROCK
 HY0289'LEDGE ABOUT 6 BY 4 FEET PROJECTING OUT OF HILLSIDE, 153 FEET
 HY0289'SOUTHEAST OF CENTER LINE OF ROAD, 116 FEET NORTHEAST OF EAST
 HY0289'CORNER OF RESIDENCE OF THEODORE GORDON, 74 FEET SOUTH-SOUTHEAST
 HY0289'OF SOUTHEAST CORNER OF A BARN, 2 FEET EAST AND 3/4 FOOT ABOVE A
 HY0289'12-INCH TRIANGLE CHISELED IN FACE OF LEDGE, AND ABOUT 4 FEET
 HY0289'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2412 ***********************************************************************
 HX2412  DESIGNATION -  H 113
 HX2412  PID         -  HX2412
 HX2412  STATE/COUNTY-  WV/PUTNAM
 HX2412  USGS QUAD   -  ELMWOOD (1975)
 HX2412
 HX2412                         *CURRENT SURVEY CONTROL
 HX2412  ___________________________________________________________________
 HX2412* NAD 83(1986)-  38 39 11.     (N)    081 48 33.     (W)     SCALED    
 HX2412* NAVD 88     -       289.320  (meters)     949.21   (feet)  ADJUSTED  
 HX2412  ___________________________________________________________________
 HX2412  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HX2412  DYNAMIC HT  -         289.127 (meters)     948.58  (feet)  COMP
 HX2412  MODELED GRAV-     979,951.7   (mgal)                       NAVD 88
 HX2412
 HX2412  VERT ORDER  -  SECOND    CLASS 0
 HX2412
 HX2412.The horizontal coordinates were scaled from a topographic map and have
 HX2412.an estimated accuracy of +/- 6 seconds.
 HX2412
 HX2412.The orthometric height was determined by differential leveling
 HX2412.and adjusted by the National Geodetic Survey in June 1991..
 HX2412
 HX2412.The geoid height was determined by GEOID03.
 HX2412
 HX2412.The dynamic height is computed by dividing the NAVD 88
 HX2412.geopotential number by the normal gravity value computed on the
 HX2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2412.degrees latitude (g = 980.6199 gals.).
 HX2412
 HX2412.The modeled gravity was interpolated from observed gravity values.
 HX2412
 HX2412;                    North         East    Units  Estimated Accuracy
 HX2412;SPC WV S     -   183,780.      529,570.      MT  (+/- 180 meters Scaled)
 HX2412
 HX2412                          SUPERSEDED SURVEY CONTROL
 HX2412
 HX2412  NGVD 29 (??/??/92)  289.511  (m)          949.84   (f) ADJ UNCH    2 0
 HX2412
 HX2412.Superseded values are not recommended for survey control.
 HX2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2412.See file dsdata.txt to determine how the superseded data were derived.
 HX2412
 HX2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC295785(NAD 83)
 HX2412_MARKER: DB = BENCH MARK DISK
 HX2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2412_STAMPING: H 113 1956
 HX2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2412+STABILITY: SURFACE MOTION
 HX2412
 HX2412  HISTORY     - Date     Condition        Report By
 HX2412  HISTORY     - 1956     MONUMENTED       CGS
 HX2412
 HX2412                          STATION DESCRIPTION
 HX2412
 HX2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2412'6.4 MI N FROM PARADISE.
 HX2412'ABOUT 6.4 MILES NORTH ALONG A GRAVEL ROAD FROM THE JUNCTION
 HX2412'OF STATE HIGHWAY 34 AND STORES AT PARADISE, ABOUT 0.4 MILE SOUTH
 HX2412'OF JUNCTION OF A ROAD NORTHEAST AND A CURVE IN GRAVEL ROAD WITH
 HX2412'TANGENTS EXTENDING SOUTH AND NORTHWEST, 20 FEET NORTHEAST OF
 HX2412'CENTER LINE OF ROAD, 294 FEET SOUTHEAST OF SOUTH CORNER OF AN
 HX2412'OLD LOG HOUSE, 26 1/2 FEET SOUTH-SOUTHEAST OF SOUTH CORNER
 HX2412'OF A BARN, 14 FEET SOUTHWEST OF CENTER LINE OF A DRIVE NORTHWEST
 HX2412'TO LOG HOUSE, 9 FEET SOUTHWEST OF A 4-INCH PLUM TREE, 2 FEET
 HX2412'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET
 HX2412'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HX2412'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0277 ***********************************************************************
 HY0277  DESIGNATION -  H 114
 HY0277  PID         -  HY0277
 HY0277  STATE/COUNTY-  WV/MASON
 HY0277  USGS QUAD   -  ARLEE (1975)
 HY0277
 HY0277                         *CURRENT SURVEY CONTROL
 HY0277  ___________________________________________________________________
 HY0277* NAD 83(1986)-  38 43 29.     (N)    082 05 05.     (W)     SCALED    
 HY0277* NAVD 88     -       193.270  (meters)     634.09   (feet)  ADJUSTED  
 HY0277  ___________________________________________________________________
 HY0277  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HY0277  DYNAMIC HT  -         193.145 (meters)     633.68  (feet)  COMP
 HY0277  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 HY0277
 HY0277  VERT ORDER  -  SECOND    CLASS 0
 HY0277
 HY0277.The horizontal coordinates were scaled from a topographic map and have
 HY0277.an estimated accuracy of +/- 6 seconds.
 HY0277
 HY0277.The orthometric height was determined by differential leveling
 HY0277.and adjusted by the National Geodetic Survey in June 1991..
 HY0277
 HY0277.The geoid height was determined by GEOID03.
 HY0277
 HY0277.The dynamic height is computed by dividing the NAVD 88
 HY0277.geopotential number by the normal gravity value computed on the
 HY0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0277.degrees latitude (g = 980.6199 gals.).
 HY0277
 HY0277.The modeled gravity was interpolated from observed gravity values.
 HY0277
 HY0277;                    North         East    Units  Estimated Accuracy
 HY0277;SPC WV S     -   191,980.      505,680.      MT  (+/- 180 meters Scaled)
 HY0277
 HY0277                          SUPERSEDED SURVEY CONTROL
 HY0277
 HY0277  NGVD 29 (??/??/92)  193.456  (m)          634.70   (f) ADJ UNCH    2 0
 HY0277
 HY0277.Superseded values are not recommended for survey control.
 HY0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0277.See file dsdata.txt to determine how the superseded data were derived.
 HY0277
 HY0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC057867(NAD 83)
 HY0277_MARKER: DB = BENCH MARK DISK
 HY0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0277_STAMPING: H 114 1956
 HY0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0277+STABILITY: SURFACE MOTION
 HY0277
 HY0277  HISTORY     - Date     Condition        Report By
 HY0277  HISTORY     - 1956     MONUMENTED       CGS
 HY0277
 HY0277                          STATION DESCRIPTION
 HY0277
 HY0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0277'1 MI SE FROM ARLEE.
 HY0277'0.95 MILE SOUTHEAST ALONG A GRAVEL ROAD LEADING TO SOUTHSIDE
 HY0277'FROM THE ROAD JUNCTION AND J.H. CAUDILL STORE AT ARLEE, ON THE
 HY0277'OUTSIDE OF A CURVE IN ROAD WITH TANGENTS EXTENDING WEST AND
 HY0277'SOUTH, ABOUT 0.3 MILE EAST OF JUNCTION OF A ROAD SOUTHWEST, 31
 HY0277'FEET NORTHEAST OF CENTER LINE OF ROAD, 147 FEET NORTH AND ACROSS
 HY0277'ROAD FROM NORTHEAST CORNER OF DABONYS STORE, 113 FEET
 HY0277'NORTH-NORTHWEST OF EAST END OF A 48-INCH PIPE CULVERT UNDER SOUTH
 HY0277'TANGENT OF ROAD, 59 FEET SOUTHWEST OF SOUTHWEST CORNER OF DABONY
 HY0277'RESIDENCE, 70 FEET NORTH AND ACROSS ROAD FROM POWER POLE NO.
 HY0277'46/8212 - 898 C 12 WITH A TRANSFORMER, 1 1/2 FEET SOUTHEAST OF A
 HY0277'WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD
 HY0277'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0258 ***********************************************************************
 HY0258  DESIGNATION -  H 115
 HY0258  PID         -  HY0258
 HY0258  STATE/COUNTY-  WV/MASON
 HY0258  USGS QUAD   -  ARLEE (1975)
 HY0258
 HY0258                         *CURRENT SURVEY CONTROL
 HY0258  ___________________________________________________________________
 HY0258* NAD 83(1986)-  38 38 41.     (N)    082 04 13.     (W)     SCALED    
 HY0258* NAVD 88     -       217.779  (meters)     714.50   (feet)  ADJUSTED  
 HY0258  ___________________________________________________________________
 HY0258  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HY0258  DYNAMIC HT  -         217.636 (meters)     714.03  (feet)  COMP
 HY0258  MODELED GRAV-     979,968.5   (mgal)                       NAVD 88
 HY0258
 HY0258  VERT ORDER  -  SECOND    CLASS 0
 HY0258
 HY0258.The horizontal coordinates were scaled from a topographic map and have
 HY0258.an estimated accuracy of +/- 6 seconds.
 HY0258
 HY0258.The orthometric height was determined by differential leveling
 HY0258.and adjusted by the National Geodetic Survey in June 1991..
 HY0258
 HY0258.The geoid height was determined by GEOID03.
 HY0258
 HY0258.The dynamic height is computed by dividing the NAVD 88
 HY0258.geopotential number by the normal gravity value computed on the
 HY0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0258.degrees latitude (g = 980.6199 gals.).
 HY0258
 HY0258.The modeled gravity was interpolated from observed gravity values.
 HY0258
 HY0258;                    North         East    Units  Estimated Accuracy
 HY0258;SPC WV S     -   183,090.      506,830.      MT  (+/- 180 meters Scaled)
 HY0258
 HY0258                          SUPERSEDED SURVEY CONTROL
 HY0258
 HY0258  NGVD 29 (??/??/92)  217.958  (m)          715.08   (f) ADJ UNCH    2 0
 HY0258
 HY0258.Superseded values are not recommended for survey control.
 HY0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0258.See file dsdata.txt to determine how the superseded data were derived.
 HY0258
 HY0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC068778(NAD 83)
 HY0258_MARKER: DB = BENCH MARK DISK
 HY0258_SETTING: 66 = SET IN ROCK OUTCROP
 HY0258_SP_SET: ROCK CUT
 HY0258_STAMPING: H 115 1956
 HY0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0258+STABILITY: POSITION/ELEVATION WELL
 HY0258
 HY0258  HISTORY     - Date     Condition        Report By
 HY0258  HISTORY     - 1956     MONUMENTED       CGS
 HY0258
 HY0258                          STATION DESCRIPTION
 HY0258
 HY0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0258'5.8 MI E FROM MERCERS BOTTOM.
 HY0258'5.85 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF STATE
 HY0258'HIGHWAY 2 AND POST OFFICE AT MERCERS BOTTOM, 420 FEET SOUTHEAST
 HY0258'OF CENTER OF JUNCTION OF A GRAVEL ROAD NORTH, SET VERTICALLY IN
 HY0258'FACE OF A ROCK CUT, 15 FEET NORTHEAST OF CENTER LINE OF BLACK TOP
 HY0258'ROAD, 351 FEET SOUTHEAST OF SOUTH CORNER OF WALLIS STORE, 21 FEET
 HY0258'WEST AND BELOW POWER POLE NO. 46-8205/995 A 14, AND ABOUT 3 1/2
 HY0258'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1926 ***********************************************************************
 HW1926  DESIGNATION -  H 116
 HW1926  PID         -  HW1926
 HW1926  STATE/COUNTY-  WV/POCAHONTAS
 HW1926  USGS QUAD   -  WILDELL (1995)
 HW1926
 HW1926                         *CURRENT SURVEY CONTROL
 HW1926  ___________________________________________________________________
 HW1926* NAD 83(1986)-  38 42 41.     (N)    079 46 49.     (W)     SCALED    
 HW1926* NAVD 88     -       931.820  (meters)    3057.15   (feet)  POSTED    
 HW1926  ___________________________________________________________________
 HW1926  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HW1926  DYNAMIC HT  -         931.090 (meters)    3054.75  (feet)  COMP
 HW1926  MODELED GRAV-     979,811.8   (mgal)                       NAVD 88
 HW1926
 HW1926  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HW1926
 HW1926.The horizontal coordinates were scaled from a topographic map and have
 HW1926.an estimated accuracy of +/- 6 seconds.
 HW1926
 HW1926.The orthometric height was determined by differential leveling
 HW1926.and adjusted by the National Geodetic Survey in 1992..
 HW1926.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HW1926.rate of 2.1 thru 3.0 mm/km.
 HW1926
 HW1926.The geoid height was determined by GEOID03.
 HW1926
 HW1926.The dynamic height is computed by dividing the NAVD 88
 HW1926.geopotential number by the normal gravity value computed on the
 HW1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1926.degrees latitude (g = 980.6199 gals.).
 HW1926
 HW1926.The modeled gravity was interpolated from observed gravity values.
 HW1926
 HW1926;                    North         East    Units  Estimated Accuracy
 HW1926;SPC WV S     -   190,650.      706,080.      MT  (+/- 180 meters Scaled)
 HW1926
 HW1926                          SUPERSEDED SURVEY CONTROL
 HW1926
 HW1926  NGVD 29 (??/??/92)  931.933  (m)         3057.52   (f) ADJ UNCH    1 2
 HW1926
 HW1926.Superseded values are not recommended for survey control.
 HW1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1926.See file dsdata.txt to determine how the superseded data were derived.
 HW1926
 HW1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC060854(NAD 83)
 HW1926_MARKER: DD = SURVEY DISK
 HW1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1926_STAMPING: 3056 W VA 1921 H 116
 HW1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1926+STABILITY: SURFACE MOTION
 HW1926
 HW1926  HISTORY     - Date     Condition        Report By
 HW1926  HISTORY     - 1921     MONUMENTED       USGS
 HW1926  HISTORY     - 1933     GOOD             NGS
 HW1926
 HW1926                          STATION DESCRIPTION
 HW1926
 HW1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1926'6.9 MI SW FROM GLADY.
 HW1926'IN POCAHONTAS COUNTY, 6.9 MILES SOUTHWEST ALONG THE WESTERN
 HW1926'MARYLAND RAILWAY FROM THE STATION AT GLADY, RANDOLPH COUNTY,
 HW1926'AT THE STATION AT WILDELL, 15 YARDS SOUTH OF THE FRONT OF THE
 HW1926'OLD POST OFFICE AND STORE, 6 YARDS EAST OF THE CENTERLINE OF THE
 HW1926'TRACK, AND ABOUT LEVEL WITH THE TRACK.  A UNITED STATES
 HW1926'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3056 W VA 1921 H 116
 HW1926'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0045 ***********************************************************************
 HY0045  DESIGNATION -  H 116
 HY0045  PID         -  HY0045
 HY0045  STATE/COUNTY-  WV/CABELL
 HY0045  USGS QUAD   -  ATHALIA (1985)
 HY0045
 HY0045                         *CURRENT SURVEY CONTROL
 HY0045  ___________________________________________________________________
 HY0045* NAD 83(1995)-  38 34 42.74322(N)    082 16 46.79778(W)     ADJUSTED  
 HY0045* NAVD 88     -       175.483  (meters)     575.73   (feet)  ADJUSTED  
 HY0045  ___________________________________________________________________
 HY0045  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 HY0045  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HY0045  DYNAMIC HT  -         175.369 (meters)     575.36  (feet)  COMP
 HY0045  MODELED GRAV-     979,972.0   (mgal)                       NAVD 88
 HY0045
 HY0045  HORZ ORDER  -  SECOND
 HY0045  VERT ORDER  -  FIRST     CLASS II
 HY0045
 HY0045.The horizontal coordinates were established by classical geodetic methods
 HY0045.and adjusted by the National Geodetic Survey in April 1998..
 HY0045
 HY0045.The orthometric height was determined by differential leveling
 HY0045.and adjusted by the National Geodetic Survey in June 1991..
 HY0045
 HY0045.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY0045
 HY0045.The geoid height was determined by GEOID03.
 HY0045
 HY0045.The dynamic height is computed by dividing the NAVD 88
 HY0045.geopotential number by the normal gravity value computed on the
 HY0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0045.degrees latitude (g = 980.6199 gals.).
 HY0045
 HY0045.The modeled gravity was interpolated from observed gravity values.
 HY0045
 HY0045;                    North         East     Units Scale Factor Converg.
 HY0045;SPC WV S     -   175,972.445   488,501.711   MT  0.99994927   -0 47 27.9
 HY0045;SPC OH S     -    64,250.249   619,200.085   MT  1.00003403   +0 08 23.3
 HY0045;UTM  17      - 4,270,784.665   388,535.032   MT  0.99975300   -0 47 53.0
 HY0045
 HY0045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY0045!SPC WV S     -   0.99997769  x   0.99994927  =   0.99992697
 HY0045!SPC OH S     -   0.99997769  x   1.00003403  =   1.00001172
 HY0045!UTM  17      -   0.99997769  x   0.99975300  =   0.99973070
 HY0045
 HY0045                          SUPERSEDED SURVEY CONTROL
 HY0045
 HY0045  NAD 83(1995)-  38 34 42.74639(N)    082 16 46.80199(W) AD(       ) 2
 HY0045  NAD 83(1986)-  38 34 42.75100(N)    082 16 46.80316(W) AD(       ) 2
 HY0045  NAD 27      -  38 34 42.44957(N)    082 16 47.26791(W) AD(       ) 2
 HY0045  NGVD 29 (??/??/92)  175.666  (m)          576.33   (f) ADJ UNCH    1 2
 HY0045
 HY0045.Superseded values are not recommended for survey control.
 HY0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0045.See file dsdata.txt to determine how the superseded data were derived.
 HY0045
 HY0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC8853570785(NAD 83)
 HY0045_MARKER: DB = BENCH MARK DISK
 HY0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0045_STAMPING: H 116 1956
 HY0045_MARK LOGO: CGS   
 HY0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0045+STABILITY: SURFACE MOTION
 HY0045
 HY0045  HISTORY     - Date     Condition        Report By
 HY0045  HISTORY     - 1956     MONUMENTED       CGS
 HY0045  HISTORY     - 1976     GOOD             NGS
 HY0045  HISTORY     - 1976     GOOD             NGS
 HY0045  HISTORY     - 1984     GOOD             NGS
 HY0045
 HY0045                          STATION DESCRIPTION
 HY0045
 HY0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0045'1.8 MI NE FROM GREENBOTTOM.
 HY0045'ABOUT 1.85 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY0045'FROM THE ROAD CROSSING AT GREENBOTTOM, AT CROWN CITY, 74 FEET
 HY0045'NORTHWEST OF CENTER LINE OF STATE HIGHWAY 2, 20 FEET NORTHWEST OF
 HY0045'NORTHWEST RAIL, 45 FEET SOUTHWEST OF STATION SIGN CROWN CITY,
 HY0045'2 FEET NORTH OF MILE POST 198, 59 FEET EAST-SOUTHEAST OF EAST
 HY0045'CORNER OF HOUSE NO. 8312, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND
 HY0045'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HY0045
 HY0045                          STATION RECOVERY (1976)
 HY0045
 HY0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY0045'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HY0045'A LEVEL AND DISTANCE TIE WAS MADE TO TRAVERSE STATION GREEN
 HY0045'1976.  THIS MARK SERVES AS AN ADDITIONAL REFERENCE MARK FOR
 HY0045'THAT STATION.
 HY0045
 HY0045                          STATION RECOVERY (1976)
 HY0045
 HY0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0045'RECOVERED IN GOOD CONDITION.
 HY0045
 HY0045                          STATION RECOVERY (1984)
 HY0045
 HY0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1930 ***********************************************************************
 HW1930  DESIGNATION -  H 117
 HW1930  PID         -  HW1930
 HW1930  STATE/COUNTY-  WV/POCAHONTAS
 HW1930  USGS QUAD   -  WILDELL (1995)
 HW1930
 HW1930                         *CURRENT SURVEY CONTROL
 HW1930  ___________________________________________________________________
 HW1930* NAD 83(1986)-  38 40 28.     (N)    079 47 12.     (W)     SCALED    
 HW1930* NAVD 88     -       918.271  (meters)    3012.69   (feet)  POSTED    
 HW1930  ___________________________________________________________________
 HW1930  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HW1930  DYNAMIC HT  -         917.540 (meters)    3010.30  (feet)  COMP
 HW1930  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 HW1930
 HW1930  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HW1930
 HW1930.The horizontal coordinates were scaled from a topographic map and have
 HW1930.an estimated accuracy of +/- 6 seconds.
 HW1930
 HW1930.The orthometric height was determined by differential leveling
 HW1930.and adjusted by the National Geodetic Survey in 1992..
 HW1930.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HW1930.rate of 2.1 thru 3.0 mm/km.
 HW1930
 HW1930.The geoid height was determined by GEOID03.
 HW1930
 HW1930.The dynamic height is computed by dividing the NAVD 88
 HW1930.geopotential number by the normal gravity value computed on the
 HW1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1930.degrees latitude (g = 980.6199 gals.).
 HW1930
 HW1930.The modeled gravity was interpolated from observed gravity values.
 HW1930
 HW1930;                    North         East    Units  Estimated Accuracy
 HW1930;SPC WV S     -   186,540.      705,580.      MT  (+/- 180 meters Scaled)
 HW1930
 HW1930                          SUPERSEDED SURVEY CONTROL
 HW1930
 HW1930  NGVD 29 (??/??/92)  918.372  (m)         3013.03   (f) ADJ UNCH    1 2
 HW1930
 HW1930.Superseded values are not recommended for survey control.
 HW1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1930.See file dsdata.txt to determine how the superseded data were derived.
 HW1930
 HW1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC055813(NAD 83)
 HW1930_MARKER: DD = SURVEY DISK
 HW1930_SETTING: 66 = SET IN ROCK OUTCROP
 HW1930_SP_SET: ROCK CUT
 HW1930_STAMPING: 3011 W VA 1921 H 117
 HW1930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1930+STABILITY: POSITION/ELEVATION WELL
 HW1930
 HW1930  HISTORY     - Date     Condition        Report By
 HW1930  HISTORY     - 1921     MONUMENTED       USGS
 HW1930  HISTORY     - 1933     GOOD             NGS
 HW1930  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1930
 HW1930                          STATION DESCRIPTION
 HW1930
 HW1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1930'9.9 MI SW FROM GLADY.
 HW1930'IN POCAHONTAS COUNTY, 9.9 MILES SOUTHWEST ALONG THE WESTERN
 HW1930'MARYLAND RAILWAY FROM THE STATION AT GLADY, RANDOLPH COUNTY,
 HW1930'0.4 MILE SOUTHWEST OF MILEPOST E 34, AT A ROCK CUT, IN THE
 HW1930'CENTER OF A SMALL SHELF, 20 FEET WEST OF THE CENTERLINE OF
 HW1930'THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A UNITED
 HW1930'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3011 W VA 1921
 HW1930'H 117.
 HW1930
 HW1930                          STATION RECOVERY (1983)
 HW1930
 HW1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0214 ***********************************************************************
 HY0214  DESIGNATION -  H 117
 HY0214  PID         -  HY0214
 HY0214  STATE/COUNTY-  WV/CABELL
 HY0214  USGS QUAD   -  GLENWOOD (1990)
 HY0214
 HY0214                         *CURRENT SURVEY CONTROL
 HY0214  ___________________________________________________________________
 HY0214* NAD 83(1986)-  38 31 38.     (N)    082 14 24.     (W)     SCALED    
 HY0214* NAVD 88     -       292.289  (meters)     958.95   (feet)  ADJUSTED  
 HY0214  ___________________________________________________________________
 HY0214  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY0214  DYNAMIC HT  -         292.097 (meters)     958.32  (feet)  COMP
 HY0214  MODELED GRAV-     979,964.0   (mgal)                       NAVD 88
 HY0214
 HY0214  VERT ORDER  -  SECOND    CLASS 0
 HY0214
 HY0214.The horizontal coordinates were scaled from a topographic map and have
 HY0214.an estimated accuracy of +/- 6 seconds.
 HY0214
 HY0214.The orthometric height was determined by differential leveling
 HY0214.and adjusted by the National Geodetic Survey in June 1991..
 HY0214
 HY0214.The geoid height was determined by GEOID03.
 HY0214
 HY0214.The dynamic height is computed by dividing the NAVD 88
 HY0214.geopotential number by the normal gravity value computed on the
 HY0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0214.degrees latitude (g = 980.6199 gals.).
 HY0214
 HY0214.The modeled gravity was interpolated from observed gravity values.
 HY0214
 HY0214;                    North         East    Units  Estimated Accuracy
 HY0214;SPC WV S     -   170,230.      491,880.      MT  (+/- 180 meters Scaled)
 HY0214
 HY0214                          SUPERSEDED SURVEY CONTROL
 HY0214
 HY0214  NGVD 29 (??/??/92)  292.474  (m)          959.56   (f) ADJ UNCH    2 0
 HY0214
 HY0214.Superseded values are not recommended for survey control.
 HY0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0214.See file dsdata.txt to determine how the superseded data were derived.
 HY0214
 HY0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC919650(NAD 83)
 HY0214_MARKER: DB = BENCH MARK DISK
 HY0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0214_STAMPING: H 117 1956
 HY0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0214+STABILITY: SURFACE MOTION
 HY0214
 HY0214  HISTORY     - Date     Condition        Report By
 HY0214  HISTORY     - 1956     MONUMENTED       CGS
 HY0214
 HY0214                          STATION DESCRIPTION
 HY0214
 HY0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0214'4.5 MI SE FROM GREENBOTTOM.
 HY0214'0.8 MILE EAST AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION
 HY0214'OF STATE HIGHWAY 2 AND C.C. CLUTTS STORE AT GREENBOTTOM, THENCE
 HY0214'ABOUT 3.7 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, ABOUT
 HY0214'0.1 MILE WEST OF THE JUNCTION OF A DRIVE SOUTH TO A FARM, ON THE
 HY0214'OUTSIDE OF A SHARP CURVE IN THE ROAD WITH TANGENTS EXTENDING
 HY0214'NORTH AND EAST, 23 FEET SOUTHWEST OF CENTER LINE OF ROAD, IN THE
 HY0214'NORTHEAST EDGE OF A NARROW ROW OF LOCUST SPROUTS, 2 FEET SOUTH OF
 HY0214'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD
 HY0214'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0030 ***********************************************************************
 HY0030  DESIGNATION -  H 118
 HY0030  PID         -  HY0030
 HY0030  STATE/COUNTY-  WV/MASON
 HY0030  USGS QUAD   -  APPLE GROVE (1987)
 HY0030
 HY0030                         *CURRENT SURVEY CONTROL
 HY0030  ___________________________________________________________________
 HY0030* NAD 83(1986)-  38 39 26.     (N)    082 10 26.     (W)     SCALED    
 HY0030* NAVD 88     -       175.795  (meters)     576.75   (feet)  ADJUSTED  
 HY0030  ___________________________________________________________________
 HY0030  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HY0030  DYNAMIC HT  -         175.681 (meters)     576.38  (feet)  COMP
 HY0030  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 HY0030
 HY0030  VERT ORDER  -  FIRST     CLASS II
 HY0030
 HY0030.The horizontal coordinates were scaled from a topographic map and have
 HY0030.an estimated accuracy of +/- 6 seconds.
 HY0030
 HY0030.The orthometric height was determined by differential leveling
 HY0030.and adjusted by the National Geodetic Survey in June 1991..
 HY0030
 HY0030.The geoid height was determined by GEOID03.
 HY0030
 HY0030.The dynamic height is computed by dividing the NAVD 88
 HY0030.geopotential number by the normal gravity value computed on the
 HY0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0030.degrees latitude (g = 980.6199 gals.).
 HY0030
 HY0030.The modeled gravity was interpolated from observed gravity values.
 HY0030
 HY0030;                    North         East    Units  Estimated Accuracy
 HY0030;SPC WV S     -   184,580.      497,830.      MT  (+/- 180 meters Scaled)
 HY0030
 HY0030                          SUPERSEDED SURVEY CONTROL
 HY0030
 HY0030  NGVD 29 (??/??/92)  175.987  (m)          577.38   (f) ADJ UNCH    1 2
 HY0030
 HY0030.Superseded values are not recommended for survey control.
 HY0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0030.See file dsdata.txt to determine how the superseded data were derived.
 HY0030
 HY0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC978793(NAD 83)
 HY0030_MARKER: DB = BENCH MARK DISK
 HY0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0030_STAMPING: H 118 1956
 HY0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0030+STABILITY: SURFACE MOTION
 HY0030
 HY0030  HISTORY     - Date     Condition        Report By
 HY0030  HISTORY     - 1956     MONUMENTED       CGS
 HY0030  HISTORY     - 1976     GOOD             NGS
 HY0030  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0030
 HY0030                          STATION DESCRIPTION
 HY0030
 HY0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0030'2 MI S FROM HOGSETT.
 HY0030'ABOUT 2.05 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HY0030'FROM THE STORE AND POST OFFICE AT HOGSETT, AT APPLE GROVE, 26 1/2
 HY0030'FEET WEST OF WEST RAIL, 48 FEET WEST-SOUTHWEST AND ACROSS TRACK
 HY0030'FROM SIGN POST APPLE GROVE, 38 FEET NORTHWEST OF CENTER OF ROAD
 HY0030'CROSSING, 33 FEET SOUTH OF TELEPHONE POLE NO. 187+23, 67 FEET
 HY0030'NORTH-NORTHEAST AND ACROSS ROAD FROM THE NORTHEAST CORNER OF A SMALL
 HY0030'WHITE FRAME HOUSE, 24 FEET NORTH OF CENTER LINE OF ROAD, 17 FEET
 HY0030'NORTHWEST OF POWER POLE NO. 46-8134/9680 36, 1 FOOT EAST OF A
 HY0030'FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 HY0030'1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 HY0030'POST PROJECTING 3 INCHES.
 HY0030
 HY0030                          STATION RECOVERY (1976)
 HY0030
 HY0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0030'RECOVERED IN GOOD CONDITION.
 HY0030
 HY0030                          STATION RECOVERY (1984)
 HY0030
 HY0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0030'NOT RECOVERED, THE MARK IS ASSUMED DESTROYED AS THE MARK LOCATION IS
 HY0030'IN A SOYBEAN FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0239 ***********************************************************************
 HY0239  DESIGNATION -  H 119
 HY0239  PID         -  HY0239
 HY0239  STATE/COUNTY-  WV/PUTNAM
 HY0239  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0239
 HY0239                         *CURRENT SURVEY CONTROL
 HY0239  ___________________________________________________________________
 HY0239* NAD 83(1986)-  38 31 41.     (N)    082 03 14.     (W)     SCALED    
 HY0239* NAVD 88     -       213.605  (meters)     700.80   (feet)  POSTED    
 HY0239  ___________________________________________________________________
 HY0239  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HY0239  DYNAMIC HT  -         213.460 (meters)     700.33  (feet)  COMP
 HY0239  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 HY0239
 HY0239  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0239
 HY0239.The horizontal coordinates were scaled from a topographic map and have
 HY0239.an estimated accuracy of +/- 6 seconds.
 HY0239
 HY0239.The orthometric height was determined by differential leveling
 HY0239.and adjusted by the National Geodetic Survey in 1992..
 HY0239.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0239.rate of 2.1 thru 3.0 mm/km.
 HY0239
 HY0239.The geoid height was determined by GEOID03.
 HY0239
 HY0239.The dynamic height is computed by dividing the NAVD 88
 HY0239.geopotential number by the normal gravity value computed on the
 HY0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0239.degrees latitude (g = 980.6199 gals.).
 HY0239
 HY0239.The modeled gravity was interpolated from observed gravity values.
 HY0239
 HY0239;                    North         East    Units  Estimated Accuracy
 HY0239;SPC WV S     -   170,120.      508,110.      MT  (+/- 180 meters Scaled)
 HY0239
 HY0239                          SUPERSEDED SURVEY CONTROL
 HY0239
 HY0239  NGVD 29 (??/??/92)  213.771  (m)          701.35   (f) ADJ UNCH    2 0
 HY0239
 HY0239.Superseded values are not recommended for survey control.
 HY0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0239.See file dsdata.txt to determine how the superseded data were derived.
 HY0239
 HY0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC081649(NAD 83)
 HY0239_MARKER: DB = BENCH MARK DISK
 HY0239_SETTING: 66 = SET IN ROCK OUTCROP
 HY0239_SP_SET: ROCK LEDGE
 HY0239_STAMPING: H 119 1956
 HY0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0239+STABILITY: POSITION/ELEVATION WELL
 HY0239
 HY0239  HISTORY     - Date     Condition        Report By
 HY0239  HISTORY     - 1956     MONUMENTED       CGS
 HY0239
 HY0239                          STATION DESCRIPTION
 HY0239
 HY0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0239'1.2 MI NE FROM MT OLIVE.
 HY0239'ABOUT 0.25 MILE NORTH ALONG A ROAD FROM THE CHURCH AND CEMETERY
 HY0239'AT MT. OLIVE, THENCE ABOUT 0.9 MILE EAST ALONG A GRAVEL ROAD,
 HY0239'ABOUT 0.4 MILE WEST OF RED JOE SCHOOL, SET VERTICALLY IN FACE OF
 HY0239'A ROCK LEDGE ABOUT 12 BY 3 1/2 FEET, 16 FEET NORTH OF CENTER LINE
 HY0239'OF ROAD, 104 FEET WEST OF NORTH END OF A 24-INCH CONCRETE PIPE
 HY0239'CULVERT UNDER ROAD, 7 FEET WEST OF EAST END OF LEDGE AND ABOUT
 HY0239'2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1936 ***********************************************************************
 HW1936  DESIGNATION -  H 119
 HW1936  PID         -  HW1936
 HW1936  STATE/COUNTY-  WV/POCAHONTAS
 HW1936  USGS QUAD   -  DURBIN (1995)
 HW1936
 HW1936                         *CURRENT SURVEY CONTROL
 HW1936  ___________________________________________________________________
 HW1936* NAD 83(1986)-  38 36 41.     (N)    079 48 39.     (W)     SCALED    
 HW1936* NAVD 88     -       885.048  (meters)    2903.70   (feet)  POSTED    
 HW1936  ___________________________________________________________________
 HW1936  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HW1936  DYNAMIC HT  -         884.330 (meters)    2901.34  (feet)  COMP
 HW1936  MODELED GRAV-     979,786.1   (mgal)                       NAVD 88
 HW1936
 HW1936  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HW1936
 HW1936.The horizontal coordinates were scaled from a topographic map and have
 HW1936.an estimated accuracy of +/- 6 seconds.
 HW1936
 HW1936.The orthometric height was determined by differential leveling
 HW1936.and adjusted by the National Geodetic Survey in 1992..
 HW1936.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HW1936.rate of 2.1 thru 3.0 mm/km.
 HW1936
 HW1936.The geoid height was determined by GEOID03.
 HW1936
 HW1936.The dynamic height is computed by dividing the NAVD 88
 HW1936.geopotential number by the normal gravity value computed on the
 HW1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1936.degrees latitude (g = 980.6199 gals.).
 HW1936
 HW1936.The modeled gravity was interpolated from observed gravity values.
 HW1936
 HW1936;                    North         East    Units  Estimated Accuracy
 HW1936;SPC WV S     -   179,510.      703,570.      MT  (+/- 180 meters Scaled)
 HW1936
 HW1936                          SUPERSEDED SURVEY CONTROL
 HW1936
 HW1936  NGVD 29 (??/??/92)  885.117  (m)         2903.92   (f) ADJ UNCH    1 2
 HW1936
 HW1936.Superseded values are not recommended for survey control.
 HW1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1936.See file dsdata.txt to determine how the superseded data were derived.
 HW1936
 HW1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC035743(NAD 83)
 HW1936_MARKER: DD = SURVEY DISK
 HW1936_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW1936_STAMPING: 2902 W VA 1921 H 119
 HW1936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1936
 HW1936  HISTORY     - Date     Condition        Report By
 HW1936  HISTORY     - 1921     MONUMENTED       USGS
 HW1936  HISTORY     - 1933     GOOD             NGS
 HW1936  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1936
 HW1936                          STATION DESCRIPTION
 HW1936
 HW1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1936'6.8 MI N FROM DURBIN.
 HW1936'6.8 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1936'UNION STATION AT DURBIN, POCAHONTAS COUNTY, 0.7 MILE SOUTH OF THE
 HW1936'BRIDGE OVER GREENBRIER RIVER, 1/2 MILE SOUTH OF MILEPOST E 40,
 HW1936'3 YARDS NORTHEAST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF
 HW1936'A FLAT ROCK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A UNITED
 HW1936'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2902 W VA 1921
 HW1936'H 119.
 HW1936
 HW1936                          STATION RECOVERY (1983)
 HW1936
 HW1936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1942 ***********************************************************************
 HX1942  DESIGNATION -  H 12
 HX1942  PID         -  HX1942
 HX1942  STATE/COUNTY-  WV/CLAY
 HX1942  USGS QUAD   -  ELKHURST (1976)
 HX1942
 HX1942                         *CURRENT SURVEY CONTROL
 HX1942  ___________________________________________________________________
 HX1942* NAD 83(1986)-  38 28 12.     (N)    081 11 57.     (W)     SCALED    
 HX1942* NAVD 88     -       200.517  (meters)     657.86   (feet)  ADJUSTED  
 HX1942  ___________________________________________________________________
 HX1942  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HX1942  DYNAMIC HT  -         200.379 (meters)     657.41  (feet)  COMP
 HX1942  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 HX1942
 HX1942  VERT ORDER  -  SECOND    CLASS 0
 HX1942
 HX1942.The horizontal coordinates were scaled from a topographic map and have
 HX1942.an estimated accuracy of +/- 6 seconds.
 HX1942
 HX1942.The orthometric height was determined by differential leveling
 HX1942.and adjusted by the National Geodetic Survey in June 1991..
 HX1942
 HX1942.The geoid height was determined by GEOID03.
 HX1942
 HX1942.The dynamic height is computed by dividing the NAVD 88
 HX1942.geopotential number by the normal gravity value computed on the
 HX1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1942.degrees latitude (g = 980.6199 gals.).
 HX1942
 HX1942.The modeled gravity was interpolated from observed gravity values.
 HX1942
 HX1942;                    North         East    Units  Estimated Accuracy
 HX1942;SPC WV S     -   163,170.      582,620.      MT  (+/- 180 meters Scaled)
 HX1942
 HX1942                          SUPERSEDED SURVEY CONTROL
 HX1942
 HX1942  NGVD 29 (??/??/92)  200.700  (m)          658.46   (f) ADJ UNCH    2 0
 HX1942
 HX1942.Superseded values are not recommended for survey control.
 HX1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1942.See file dsdata.txt to determine how the superseded data were derived.
 HX1942
 HX1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC826579(NAD 83)
 HX1942_MARKER: DB = BENCH MARK DISK
 HX1942_SETTING: 66 = SET IN ROCK OUTCROP
 HX1942_SP_SET: ROCK OUTCROP
 HX1942_STAMPING: H 12 1933
 HX1942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1942+STABILITY: POSITION/ELEVATION WELL
 HX1942
 HX1942  HISTORY     - Date     Condition        Report By
 HX1942  HISTORY     - 1933     MONUMENTED       CGS
 HX1942
 HX1942                          STATION DESCRIPTION
 HX1942
 HX1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1942'2.4 MI E FROM CAMP.
 HX1942'2.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1942'STATION AT CAMP, CLAY COUNTY, ABOUT 43 YARDS SOUTHWEST OF OIL WELL
 HX1942'1 OF THE CONNELL HEIRS, 1 RAIL EAST OF POLE 3415, IN THE TOP OF A
 HX1942'SMALL ROCK OUTCROP, ABOUT 10 YARDS NORTH OF THE CENTERLINE OF THE
 HX1942'TRACK, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HX1942'H 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1937 ***********************************************************************
 HW1937  DESIGNATION -  H 120
 HW1937  PID         -  HW1937
 HW1937  STATE/COUNTY-  WV/POCAHONTAS
 HW1937  USGS QUAD   -  DURBIN (1995)
 HW1937
 HW1937                         *CURRENT SURVEY CONTROL
 HW1937  ___________________________________________________________________
 HW1937* NAD 83(1986)-  38 34 33.     (N)    079 49 39.     (W)     SCALED    
 HW1937* NAVD 88     -       861.055  (meters)    2824.98   (feet)  POSTED    
 HW1937  ___________________________________________________________________
 HW1937  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HW1937  DYNAMIC HT  -         860.350 (meters)    2822.66  (feet)  COMP
 HW1937  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 HW1937
 HW1937  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HW1937
 HW1937.The horizontal coordinates were scaled from a topographic map and have
 HW1937.an estimated accuracy of +/- 6 seconds.
 HW1937
 HW1937.The orthometric height was determined by differential leveling
 HW1937.and adjusted by the National Geodetic Survey in 1992..
 HW1937.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HW1937.rate of 2.1 thru 3.0 mm/km.
 HW1937
 HW1937.The geoid height was determined by GEOID03.
 HW1937
 HW1937.The dynamic height is computed by dividing the NAVD 88
 HW1937.geopotential number by the normal gravity value computed on the
 HW1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1937.degrees latitude (g = 980.6199 gals.).
 HW1937
 HW1937.The modeled gravity was interpolated from observed gravity values.
 HW1937
 HW1937;                    North         East    Units  Estimated Accuracy
 HW1937;SPC WV S     -   175,550.      702,170.      MT  (+/- 180 meters Scaled)
 HW1937
 HW1937                          SUPERSEDED SURVEY CONTROL
 HW1937
 HW1937  NGVD 29 (??/??/92)  861.110  (m)         2825.16   (f) ADJ UNCH    1 2
 HW1937
 HW1937.Superseded values are not recommended for survey control.
 HW1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1937.See file dsdata.txt to determine how the superseded data were derived.
 HW1937
 HW1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC021703(NAD 83)
 HW1937_MARKER: DD = SURVEY DISK
 HW1937_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW1937_STAMPING: 2824 W VA 1921 H 120
 HW1937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1937
 HW1937  HISTORY     - Date     Condition        Report By
 HW1937  HISTORY     - 1921     MONUMENTED       USGS
 HW1937  HISTORY     - 1933     GOOD             NGS
 HW1937  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1937
 HW1937                          STATION DESCRIPTION
 HW1937
 HW1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1937'3.5 MI N FROM DURBIN.
 HW1937'3.5 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1937'UNION STATION AT DURBIN, POCAHONTAS COUNTY, 400 YARDS NORTH OF
 HW1937'MILEPOST D 3-E 44, 8 YARDS EAST OF THE TRACK, IN THE TOP OF A
 HW1937'LARGE FLAT ROCK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A
 HW1937'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2824 W VA
 HW1937'1921 H 120.
 HW1937
 HW1937                          STATION RECOVERY (1983)
 HW1937
 HW1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0919 ***********************************************************************
 KY0919  DESIGNATION -  H 120
 KY0919  PID         -  KY0919
 KY0919  STATE/COUNTY-  WV/BROOKE
 KY0919  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0919
 KY0919                         *CURRENT SURVEY CONTROL
 KY0919  ___________________________________________________________________
 KY0919* NAD 83(1986)-  40 15 05.     (N)    080 35 59.     (W)     SCALED    
 KY0919* NAVD 88     -       206.008  (meters)     675.88   (feet)  ADJUSTED  
 KY0919  ___________________________________________________________________
 KY0919  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY0919  DYNAMIC HT  -         205.898 (meters)     675.52  (feet)  COMP
 KY0919  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 KY0919
 KY0919  VERT ORDER  -  SECOND    CLASS 0
 KY0919
 KY0919.The horizontal coordinates were scaled from a topographic map and have
 KY0919.an estimated accuracy of +/- 6 seconds.
 KY0919
 KY0919.The orthometric height was determined by differential leveling
 KY0919.and adjusted by the National Geodetic Survey in June 1991..
 KY0919
 KY0919.The geoid height was determined by GEOID03.
 KY0919
 KY0919.The dynamic height is computed by dividing the NAVD 88
 KY0919.geopotential number by the normal gravity value computed on the
 KY0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0919.degrees latitude (g = 980.6199 gals.).
 KY0919
 KY0919.The modeled gravity was interpolated from observed gravity values.
 KY0919
 KY0919;                    North         East    Units  Estimated Accuracy
 KY0919;SPC WV N     -   195,010.      506,440.      MT  (+/- 180 meters Scaled)
 KY0919
 KY0919                          SUPERSEDED SURVEY CONTROL
 KY0919
 KY0919  NGVD 29 (??/??/92)  206.186  (m)          676.46   (f) ADJ UNCH    2 0
 KY0919
 KY0919.Superseded values are not recommended for survey control.
 KY0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0919.See file dsdata.txt to determine how the superseded data were derived.
 KY0919
 KY0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE340557(NAD 83)
 KY0919_MARKER: DB = BENCH MARK DISK
 KY0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0919_SP_SET: BRIDGE
 KY0919_STAMPING: H 120 1957
 KY0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0919
 KY0919  HISTORY     - Date     Condition        Report By
 KY0919  HISTORY     - 1957     MONUMENTED       CGS
 KY0919
 KY0919                          STATION DESCRIPTION
 KY0919
 KY0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0919'1.5 MI SE FROM WELLSBURG.
 KY0919'ABOUT 1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 67 FROM THE JUNCTION
 KY0919'OF STATE HIGHWAY 2 AT WELLSBURG, ABOUT 0.05 MILE EAST OF SOUTH END
 KY0919'OF HIGHWAY BRIDGE OVER BUFFALO CREEK, 73 FEET NORTH OF CENTER LINE
 KY0919'OF HIGHWAY, IN THE TOP OF THE SOUTHWEST END OF CONCRETE BACK WALL
 KY0919'OF AN UNUSED RAILROAD BRIDGE OVER BUFFALO CREEK, 7 1/2 FEET
 KY0919'SOUTHWEST OF SOUTHWEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2882 ***********************************************************************
 KY2882  DESIGNATION -  H 120 RESET
 KY2882  PID         -  KY2882
 KY2882  STATE/COUNTY-  WV/BROOKE
 KY2882  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY2882
 KY2882                         *CURRENT SURVEY CONTROL
 KY2882  ___________________________________________________________________
 KY2882* NAD 83(1986)-  40 15 05.     (N)    080 36 00.     (W)     SCALED    
 KY2882* NAVD 88     -       207.988  (meters)     682.37   (feet)  ADJUSTED  
 KY2882  ___________________________________________________________________
 KY2882  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY2882  DYNAMIC HT  -         207.877 (meters)     682.01  (feet)  COMP
 KY2882  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 KY2882
 KY2882  VERT ORDER  -  FIRST     CLASS II
 KY2882
 KY2882.The horizontal coordinates were scaled from a topographic map and have
 KY2882.an estimated accuracy of +/- 6 seconds.
 KY2882
 KY2882.The orthometric height was determined by differential leveling
 KY2882.and adjusted by the National Geodetic Survey in June 1991..
 KY2882
 KY2882.The geoid height was determined by GEOID03.
 KY2882
 KY2882.The dynamic height is computed by dividing the NAVD 88
 KY2882.geopotential number by the normal gravity value computed on the
 KY2882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2882.degrees latitude (g = 980.6199 gals.).
 KY2882
 KY2882.The modeled gravity was interpolated from observed gravity values.
 KY2882
 KY2882;                    North         East    Units  Estimated Accuracy
 KY2882;SPC WV N     -   195,020.      506,410.      MT  (+/- 180 meters Scaled)
 KY2882
 KY2882                          SUPERSEDED SURVEY CONTROL
 KY2882
 KY2882.No superseded survey control is available for this station.
 KY2882
 KY2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE340557(NAD 83)
 KY2882_MARKER: DB = BENCH MARK DISK
 KY2882_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KY2882_SP_SET: BRIDGE POST
 KY2882_STAMPING: H 120 RESET 1978
 KY2882_MARK LOGO: NGS   
 KY2882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2882+STABILITY: SURFACE MOTION
 KY2882
 KY2882  HISTORY     - Date     Condition        Report By
 KY2882  HISTORY     - 1978     MONUMENTED       WVHD
 KY2882  HISTORY     - 1983     GOOD             NGS
 KY2882
 KY2882                          STATION DESCRIPTION
 KY2882
 KY2882'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1978
 KY2882'1.5 MI SE FROM WELLSBURG.
 KY2882'1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 67 FROM THE JUNCTION OF
 KY2882'STATE HIGHWAY 2 IN WELLSBURG, ABOUT 15 FEET LEFT OF CENTERLINE
 KY2882'STATION 174+80 IN SOUTHEAST END POST OF BRIDGE NO. 3136.
 KY2882
 KY2882                          STATION RECOVERY (1983)
 KY2882
 KY2882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY2882'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.4 KM
 KY2882'(1.5 MI) SOUTHEAST ALONG STATE HIGHWAY 67 FROM THE JUNCTION OF STATE
 KY2882'HIGHWAY 2 IN WELLSBURG TO THE MARK ON THE LEFT, IN TOP OF THE
 KY2882'SOUTHEAST END OF THE CONCRETE RAILING OF THE HIGHWAY BRIDGE OVER
 KY2882'BUFFALO CREEK, 5.50 METERS (18.0 FT) NORTHEAST OF THE CENTERLINE OF
 KY2882'THE HIGHWAY.
 KY2882'THE MARK IS 0.88 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1941 ***********************************************************************
 HW1941  DESIGNATION -  H 121
 HW1941  PID         -  HW1941
 HW1941  STATE/COUNTY-  WV/POCAHONTAS
 HW1941  USGS QUAD   -  DURBIN (1995)
 HW1941
 HW1941                         *CURRENT SURVEY CONTROL
 HW1941  ___________________________________________________________________
 HW1941* NAD 83(1986)-  38 32 43.     (N)    079 49 25.     (W)     SCALED    
 HW1941* NAVD 88     -       832.560  (meters)    2731.49   (feet)  ADJUSTED  
 HW1941  ___________________________________________________________________
 HW1941  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HW1941  DYNAMIC HT  -         831.896 (meters)    2729.31  (feet)  COMP
 HW1941  MODELED GRAV-     979,802.8   (mgal)                       NAVD 88
 HW1941
 HW1941  VERT ORDER  -  FIRST     CLASS II
 HW1941
 HW1941.The horizontal coordinates were scaled from a topographic map and have
 HW1941.an estimated accuracy of +/- 6 seconds.
 HW1941
 HW1941.The orthometric height was determined by differential leveling
 HW1941.and adjusted by the National Geodetic Survey in June 1991..
 HW1941
 HW1941.The geoid height was determined by GEOID03.
 HW1941
 HW1941.The dynamic height is computed by dividing the NAVD 88
 HW1941.geopotential number by the normal gravity value computed on the
 HW1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1941.degrees latitude (g = 980.6199 gals.).
 HW1941
 HW1941.The modeled gravity was interpolated from observed gravity values.
 HW1941
 HW1941;                    North         East    Units  Estimated Accuracy
 HW1941;SPC WV S     -   172,160.      702,550.      MT  (+/- 180 meters Scaled)
 HW1941
 HW1941                          SUPERSEDED SURVEY CONTROL
 HW1941
 HW1941  NGVD 29 (??/??/92)  832.625  (m)         2731.70   (f) ADJ UNCH    1 2
 HW1941
 HW1941.Superseded values are not recommended for survey control.
 HW1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1941.See file dsdata.txt to determine how the superseded data were derived.
 HW1941
 HW1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC025669(NAD 83)
 HW1941_MARKER: DD = SURVEY DISK
 HW1941_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1941_SP_SET: FOUNDATION
 HW1941_STAMPING: 2730 H 121 W VA
 HW1941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1941
 HW1941  HISTORY     - Date     Condition        Report By
 HW1941  HISTORY     - UNK      MONUMENTED       USGS
 HW1941  HISTORY     - 1935     GOOD             NGS
 HW1941  HISTORY     - 1962     GOOD             NGS
 HW1941  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1941
 HW1941                          STATION DESCRIPTION
 HW1941
 HW1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1941'AT DURBIN.
 HW1941'AT DURBIN, POCAHONTAS COUNTY, ON STATE HIGHWAY 56, 50 YARDS
 HW1941'NORTHWEST OF THE UNION STATION, AT THE DURBIN BANK, 3 YARDS
 HW1941'EAST OF THE ENTRANCE, IN THE TOP OF THE STONE FOUNDATION, AND
 HW1941'ABOUT 2 FEET HIGHER THAN THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 HW1941'SURVEY STANDARD DISK, STAMPED 2730 H 121 W VA.
 HW1941
 HW1941                          STATION RECOVERY (1962)
 HW1941
 HW1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HW1941'RECOVERED IN GOOD CONDITION.
 HW1941
 HW1941                          STATION RECOVERY (1983)
 HW1941
 HW1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0974 ***********************************************************************
 KY0974  DESIGNATION -  H 121
 KY0974  PID         -  KY0974
 KY0974  STATE/COUNTY-  WV/OHIO
 KY0974  USGS QUAD   -  TILTONSVILLE (1985)
 KY0974
 KY0974                         *CURRENT SURVEY CONTROL
 KY0974  ___________________________________________________________________
 KY0974* NAD 83(1986)-  40 09 09.     (N)    080 38 59.     (W)     SCALED    
 KY0974* NAVD 88     -       243.276  (meters)     798.15   (feet)  ADJUSTED  
 KY0974  ___________________________________________________________________
 KY0974  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0974  DYNAMIC HT  -         243.144 (meters)     797.71  (feet)  COMP
 KY0974  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 KY0974
 KY0974  VERT ORDER  -  SECOND    CLASS 0
 KY0974
 KY0974.The horizontal coordinates were scaled from a topographic map and have
 KY0974.an estimated accuracy of +/- 6 seconds.
 KY0974
 KY0974.The orthometric height was determined by differential leveling
 KY0974.and adjusted by the National Geodetic Survey in June 1991..
 KY0974
 KY0974.The geoid height was determined by GEOID03.
 KY0974
 KY0974.The dynamic height is computed by dividing the NAVD 88
 KY0974.geopotential number by the normal gravity value computed on the
 KY0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0974.degrees latitude (g = 980.6199 gals.).
 KY0974
 KY0974.The modeled gravity was interpolated from observed gravity values.
 KY0974
 KY0974;                    North         East    Units  Estimated Accuracy
 KY0974;SPC WV N     -   184,090.      502,040.      MT  (+/- 180 meters Scaled)
 KY0974
 KY0974                          SUPERSEDED SURVEY CONTROL
 KY0974
 KY0974  NGVD 29 (??/??/92)  243.454  (m)          798.73   (f) ADJ UNCH    2 0
 KY0974
 KY0974.Superseded values are not recommended for survey control.
 KY0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0974.See file dsdata.txt to determine how the superseded data were derived.
 KY0974
 KY0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE298447(NAD 83)
 KY0974_MARKER: DB = BENCH MARK DISK
 KY0974_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0974_SP_SET: CULVERT
 KY0974_STAMPING: H 121 1957
 KY0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0974
 KY0974  HISTORY     - Date     Condition        Report By
 KY0974  HISTORY     - 1957     MONUMENTED       CGS
 KY0974  HISTORY     - 1968     MARK NOT FOUND   USGS
 KY0974
 KY0974                          STATION DESCRIPTION
 KY0974
 KY0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0974'3.6 MI SE FROM SHORT CREEK.
 KY0974'ABOUT 3.65 MILES EAST AND SOUTHEAST ALONG A ROAD FOLLOWING SHORT
 KY0974'CREEK FROM THE JUNCTION OF STATE HIGHWAY 2 AT SHORT CREEK, ABOUT 3.15
 KY0974'MILES WEST AND NORTHWEST ALONG BLACK TOP ROAD FROM THE JUNCTION OF
 KY0974'STATE HIGHWAY 88 AT CLINTON, ABOUT 40 YARDS NORTHEAST OF THE
 KY0974'CONFLUENCE OF SHORT CREEK AND NORTH FORK, 17 FEET NORTH OF CENTER
 KY0974'LINE OF BLACK TOP ROAD LEADING NORTHEAST AND UPSTREAM ALONG NORTH
 KY0974'FORK, 136 FEET NORTHEAST OF EAST CORNER OF AN OLD STEEL BRIDGE
 KY0974'OVER SHORT CREEK, 65 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF
 KY0974'WADDELL TEXACO STATION, IN THE TOP OF EAST END OF CONCRETE HEAD
 KY0974'WALL OF AN 18-INCH PIPE CULVERT WITH A 1 1/2 BY 4-FOOT CATCH
 KY0974'BASIN UNDER BLACK TOP ROAD AND ABOUT LEVEL WITH ROAD.
 KY0974
 KY0974                          STATION RECOVERY (1968)
 KY0974
 KY0974'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KY0974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2001 ***********************************************************************
 HW2001  DESIGNATION -  H 122
 HW2001  PID         -  HW2001
 HW2001  STATE/COUNTY-  WV/POCAHONTAS
 HW2001  USGS QUAD   -  DURBIN (1995)
 HW2001
 HW2001                         *CURRENT SURVEY CONTROL
 HW2001  ___________________________________________________________________
 HW2001* NAD 83(1986)-  38 32 32.     (N)    079 47 04.     (W)     SCALED    
 HW2001* NAVD 88     -       848.381  (meters)    2783.40   (feet)  ADJUSTED  
 HW2001  ___________________________________________________________________
 HW2001  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HW2001  DYNAMIC HT  -         847.704 (meters)    2781.18  (feet)  COMP
 HW2001  MODELED GRAV-     979,800.9   (mgal)                       NAVD 88
 HW2001
 HW2001  VERT ORDER  -  SECOND    CLASS 0
 HW2001
 HW2001.The horizontal coordinates were scaled from a topographic map and have
 HW2001.an estimated accuracy of +/- 6 seconds.
 HW2001
 HW2001.The orthometric height was determined by differential leveling
 HW2001.and adjusted by the National Geodetic Survey in June 1991..
 HW2001
 HW2001.The geoid height was determined by GEOID03.
 HW2001
 HW2001.The dynamic height is computed by dividing the NAVD 88
 HW2001.geopotential number by the normal gravity value computed on the
 HW2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2001.degrees latitude (g = 980.6199 gals.).
 HW2001
 HW2001.The modeled gravity was interpolated from observed gravity values.
 HW2001
 HW2001;                    North         East    Units  Estimated Accuracy
 HW2001;SPC WV S     -   171,870.      705,970.      MT  (+/- 180 meters Scaled)
 HW2001
 HW2001                          SUPERSEDED SURVEY CONTROL
 HW2001
 HW2001  NGVD 29 (??/??/92)  848.444  (m)         2783.60   (f) ADJ UNCH    2 0
 HW2001
 HW2001.Superseded values are not recommended for survey control.
 HW2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2001.See file dsdata.txt to determine how the superseded data were derived.
 HW2001
 HW2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC059666(NAD 83)
 HW2001_MARKER: DB = BENCH MARK DISK
 HW2001_SETTING: 66 = SET IN ROCK OUTCROP
 HW2001_SP_SET: ROCK OUTCROP
 HW2001_STAMPING: H 122 W VA 1921
 HW2001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2001+STABILITY: POSITION/ELEVATION WELL
 HW2001
 HW2001  HISTORY     - Date     Condition        Report By
 HW2001  HISTORY     - 1921     MONUMENTED       USGS
 HW2001  HISTORY     - 1935     GOOD             NGS
 HW2001
 HW2001                          STATION DESCRIPTION
 HW2001
 HW2001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW2001'AT BARTOW.
 HW2001'AT BARTOW, POCAHONTAS COUNTY, ON U.S. HIGHWAY 250, 800 FEET
 HW2001'WEST OF THE CHESAPEAKE AND OHIO RAILWAY STATION, AT A ROAD
 HW2001'CROSSING, 125 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 120
 HW2001'FEET EAST OF THE CENTERLINE OF THE ROAD, AT THE SIDE OF A HILL,
 HW2001'AND IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0731 ***********************************************************************
 JX0731  DESIGNATION -  H 122
 JX0731  PID         -  JX0731
 JX0731  STATE/COUNTY-  WV/MARSHALL
 JX0731  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0731
 JX0731                         *CURRENT SURVEY CONTROL
 JX0731  ___________________________________________________________________
 JX0731* NAD 83(1986)-  39 55 07.     (N)    080 44 51.     (W)     SCALED    
 JX0731* NAVD 88     -       205.326  (meters)     673.64   (feet)  ADJUSTED  
 JX0731  ___________________________________________________________________
 JX0731  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX0731  DYNAMIC HT  -         205.211 (meters)     673.26  (feet)  COMP
 JX0731  MODELED GRAV-     980,065.8   (mgal)                       NAVD 88
 JX0731
 JX0731  VERT ORDER  -  FIRST     CLASS II
 JX0731
 JX0731.The horizontal coordinates were scaled from a topographic map and have
 JX0731.an estimated accuracy of +/- 6 seconds.
 JX0731
 JX0731.The orthometric height was determined by differential leveling
 JX0731.and adjusted by the National Geodetic Survey in June 1991..
 JX0731
 JX0731.The geoid height was determined by GEOID03.
 JX0731
 JX0731.The dynamic height is computed by dividing the NAVD 88
 JX0731.geopotential number by the normal gravity value computed on the
 JX0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0731.degrees latitude (g = 980.6199 gals.).
 JX0731
 JX0731.The modeled gravity was interpolated from observed gravity values.
 JX0731
 JX0731;                    North         East    Units  Estimated Accuracy
 JX0731;SPC WV N     -   158,230.      493,350.      MT  (+/- 180 meters Scaled)
 JX0731
 JX0731                          SUPERSEDED SURVEY CONTROL
 JX0731
 JX0731  NGVD 29 (??/??/92)  205.486  (m)          674.17   (f) ADJ UNCH    1 2
 JX0731
 JX0731.Superseded values are not recommended for survey control.
 JX0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0731.See file dsdata.txt to determine how the superseded data were derived.
 JX0731
 JX0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE215187(NAD 83)
 JX0731_MARKER: DB = BENCH MARK DISK
 JX0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0731_SP_SET: BUILDING
 JX0731_STAMPING: H 122 1957
 JX0731_MARK LOGO: CGS   
 JX0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0731
 JX0731  HISTORY     - Date     Condition        Report By
 JX0731  HISTORY     - 1957     MONUMENTED       CGS
 JX0731  HISTORY     - 1983     GOOD             NGS
 JX0731
 JX0731                          STATION DESCRIPTION
 JX0731
 JX0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0731'AT MOUNDSVILLE.
 JX0731'AT MOUNDSVILLE, AT THE INTERSECTION OF 7TH STREET AND LA FAYETTE
 JX0731'AVENUE, AT THE POST OFFICE, 24 FEET NORTH OF NORTH CURB OF
 JX0731'7TH STREET, 30 1/2 FEET WEST OF WEST CURB OF LA FAYETTE AVENUE,
 JX0731'IN THE TOP OF THE STONE PORCH AND BETWEEN THE EAST STONE COLUMN
 JX0731'AND MAIN BUILDING, 25 1/2 FEET EAST OF CENTER OF MAIN ENTRANCE
 JX0731'TO POST OFFICE, 16 FEET WEST OF SOUTHEAST CORNER OF MAIN PART
 JX0731'OF BUILDING AND 4 FEET ABOVE LEVEL OF SIDE WALK.
 JX0731
 JX0731                          STATION RECOVERY (1983)
 JX0731
 JX0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0901 ***********************************************************************
 KY0901  DESIGNATION -  H 123
 KY0901  PID         -  KY0901
 KY0901  STATE/COUNTY-  WV/MARSHALL
 KY0901  USGS QUAD   -  WHEELING (1994)
 KY0901
 KY0901                         *CURRENT SURVEY CONTROL
 KY0901  ___________________________________________________________________
 KY0901* NAD 83(1986)-  40 00 03.     (N)    080 38 03.     (W)     SCALED    
 KY0901* NAVD 88     -       306.157  (meters)    1004.45   (feet)  ADJUSTED  
 KY0901  ___________________________________________________________________
 KY0901  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY0901  DYNAMIC HT  -         305.980 (meters)    1003.87  (feet)  COMP
 KY0901  MODELED GRAV-     980,039.1   (mgal)                       NAVD 88
 KY0901
 KY0901  VERT ORDER  -  SECOND    CLASS 0
 KY0901
 KY0901.The horizontal coordinates were scaled from a topographic map and have
 KY0901.an estimated accuracy of +/- 6 seconds.
 KY0901
 KY0901.The orthometric height was determined by differential leveling
 KY0901.and adjusted by the National Geodetic Survey in June 1991..
 KY0901
 KY0901.The geoid height was determined by GEOID03.
 KY0901
 KY0901.The dynamic height is computed by dividing the NAVD 88
 KY0901.geopotential number by the normal gravity value computed on the
 KY0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0901.degrees latitude (g = 980.6199 gals.).
 KY0901
 KY0901.The modeled gravity was interpolated from observed gravity values.
 KY0901
 KY0901;                    North         East    Units  Estimated Accuracy
 KY0901;SPC WV N     -   167,230.      503,160.      MT  (+/- 180 meters Scaled)
 KY0901
 KY0901                          SUPERSEDED SURVEY CONTROL
 KY0901
 KY0901  NGVD 29 (??/??/92)  306.303  (m)         1004.93   (f) ADJ UNCH    2 0
 KY0901
 KY0901.Superseded values are not recommended for survey control.
 KY0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0901.See file dsdata.txt to determine how the superseded data were derived.
 KY0901
 KY0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE312279(NAD 83)
 KY0901_MARKER: DB = BENCH MARK DISK
 KY0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0901_STAMPING: H 123 1957
 KY0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0901+STABILITY: SURFACE MOTION
 KY0901
 KY0901  HISTORY     - Date     Condition        Report By
 KY0901  HISTORY     - 1957     MONUMENTED       CGS
 KY0901  HISTORY     - 1969     MARK NOT FOUND   USGS
 KY0901
 KY0901                          STATION DESCRIPTION
 KY0901
 KY0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0901'4.5 MI SE FROM ELM GROVE.
 KY0901'ABOUT 3.85 MILES SOUTH ALONG A BLACK TOP ROAD FOLLOWING WHEELING
 KY0901'CREEK FROM THE PUBLIC SCHOOL AT ELM GROVE, THENCE ABOUT 0.65
 KY0901'MILE EAST ALONG A GRAVEL ROAD, 0.3 MILE SOUTHEAST OF CROSSING
 KY0901'OF A POWER TRANSMISSION LINE, ON THE OUTSIDE OF A HAIRPIN CURVE
 KY0901'IN ROAD, 20 FEET NORTHWEST OF CENTER LINE OF ROAD, 1 FOOT
 KY0901'EAST-SOUTHEAST OF A FENCE LINE, 1 FOOT SOUTH-SOUTHWEST OF A
 KY0901'CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET
 KY0901'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KY0901
 KY0901                          STATION RECOVERY (1969)
 KY0901
 KY0901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KY0901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0754 ***********************************************************************
 JX0754  DESIGNATION -  H 124
 JX0754  PID         -  JX0754
 JX0754  STATE/COUNTY-  WV/MARSHALL
 JX0754  USGS QUAD   -  CAMERON (1988)
 JX0754
 JX0754                         *CURRENT SURVEY CONTROL
 JX0754  ___________________________________________________________________
 JX0754* NAD 83(1986)-  39 52 27.     (N)    080 31 48.     (W)     SCALED    
 JX0754* NAVD 88     -       448.314  (meters)    1470.84   (feet)  ADJUSTED  
 JX0754  ___________________________________________________________________
 JX0754  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JX0754  DYNAMIC HT  -         448.056 (meters)    1470.00  (feet)  COMP
 JX0754  MODELED GRAV-     980,036.5   (mgal)                       NAVD 88
 JX0754
 JX0754  VERT ORDER  -  SECOND    CLASS 0
 JX0754
 JX0754.The horizontal coordinates were scaled from a topographic map and have
 JX0754.an estimated accuracy of +/- 6 seconds.
 JX0754
 JX0754.The orthometric height was determined by differential leveling
 JX0754.and adjusted by the National Geodetic Survey in June 1991..
 JX0754
 JX0754.The geoid height was determined by GEOID03.
 JX0754
 JX0754.The dynamic height is computed by dividing the NAVD 88
 JX0754.geopotential number by the normal gravity value computed on the
 JX0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0754.degrees latitude (g = 980.6199 gals.).
 JX0754
 JX0754.The modeled gravity was interpolated from observed gravity values.
 JX0754
 JX0754;                    North         East    Units  Estimated Accuracy
 JX0754;SPC WV N     -   153,060.      511,890.      MT  (+/- 180 meters Scaled)
 JX0754
 JX0754                          SUPERSEDED SURVEY CONTROL
 JX0754
 JX0754  NGVD 29 (??/??/92)  448.454  (m)         1471.30   (f) ADJ UNCH    2 0
 JX0754
 JX0754.Superseded values are not recommended for survey control.
 JX0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0754.See file dsdata.txt to determine how the superseded data were derived.
 JX0754
 JX0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE401138(NAD 83)
 JX0754_MARKER: DB = BENCH MARK DISK
 JX0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0754_STAMPING: H 124 1957
 JX0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0754+STABILITY: SURFACE MOTION
 JX0754
 JX0754  HISTORY     - Date     Condition        Report By
 JX0754  HISTORY     - 1957     MONUMENTED       CGS
 JX0754
 JX0754                          STATION DESCRIPTION
 JX0754
 JX0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0754'0.2 MI W FROM ROCKLICK.
 JX0754'AT ROCKLICK, ABOUT 0.15 MILE WEST ALONG HIGHWAY 89 FROM JUNCTION
 JX0754'OF GRAVEL ROAD SOUTH AND SOUTHWEST, ABOUT 0.15 MILE SOUTHEAST
 JX0754'ALONG STATE HIGHWAY 89 FROM THE JUNCTION OF A GRAVEL ROAD LEADING
 JX0754'NORTH TO CALIS, 26 FEET NORTH OF CENTER LINE OF HIGHWAY, 1 FOOT
 JX0754'SOUTH OF A FENCE LINE, 43 FEET WEST OF A 22-INCH ELM TREE WHICH
 JX0754'IS IN A FENCE LINE, 2 FEET SOUTHWEST OF A CONCRETE WITNESS POST,
 JX0754'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JX0754'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0683 ***********************************************************************
 JX0683  DESIGNATION -  H 125
 JX0683  PID         -  JX0683
 JX0683  STATE/COUNTY-  WV/MARSHALL
 JX0683  USGS QUAD   -  GLEN EASTON (1976)
 JX0683
 JX0683                         *CURRENT SURVEY CONTROL
 JX0683  ___________________________________________________________________
 JX0683* NAD 83(1986)-  39 47 52.     (N)    080 41 02.     (W)     SCALED    
 JX0683* NAVD 88     -       389.282  (meters)    1277.17   (feet)  ADJUSTED  
 JX0683  ___________________________________________________________________
 JX0683  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX0683  DYNAMIC HT  -         389.064 (meters)    1276.45  (feet)  COMP
 JX0683  MODELED GRAV-     980,052.7   (mgal)                       NAVD 88
 JX0683
 JX0683  VERT ORDER  -  SECOND    CLASS 0
 JX0683
 JX0683.The horizontal coordinates were scaled from a topographic map and have
 JX0683.an estimated accuracy of +/- 6 seconds.
 JX0683
 JX0683.The orthometric height was determined by differential leveling
 JX0683.and adjusted by the National Geodetic Survey in June 1991..
 JX0683
 JX0683.The geoid height was determined by GEOID03.
 JX0683
 JX0683.The dynamic height is computed by dividing the NAVD 88
 JX0683.geopotential number by the normal gravity value computed on the
 JX0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0683.degrees latitude (g = 980.6199 gals.).
 JX0683
 JX0683.The modeled gravity was interpolated from observed gravity values.
 JX0683
 JX0683;                    North         East    Units  Estimated Accuracy
 JX0683;SPC WV N     -   144,750.      498,610.      MT  (+/- 180 meters Scaled)
 JX0683
 JX0683                          SUPERSEDED SURVEY CONTROL
 JX0683
 JX0683  NGVD 29 (??/??/92)  389.427  (m)         1277.65   (f) ADJ UNCH    2 0
 JX0683
 JX0683.Superseded values are not recommended for survey control.
 JX0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0683.See file dsdata.txt to determine how the superseded data were derived.
 JX0683
 JX0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE270053(NAD 83)
 JX0683_MARKER: DB = BENCH MARK DISK
 JX0683_SETTING: 66 = SET IN ROCK OUTCROP
 JX0683_SP_SET: ROCK CUT
 JX0683_STAMPING: H 125 1957
 JX0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0683+STABILITY: POSITION/ELEVATION WELL
 JX0683
 JX0683  HISTORY     - Date     Condition        Report By
 JX0683  HISTORY     - 1957     MONUMENTED       CGS
 JX0683
 JX0683                          STATION DESCRIPTION
 JX0683
 JX0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0683'4.8 MI SW FROM GLEN EASTON.
 JX0683'ABOUT 1.05 MILES SOUTH ALONG A WINDING GRAVEL ROAD FROM THE
 JX0683'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT GLEN EASTON, THENCE
 JX0683'ABOUT 1.45 MILES NORTHWEST AND WEST ALONG A BLACK TOP ROAD, THENCE
 JX0683'ABOUT 2.35 MILES SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO LYNN
 JX0683'CAMP, ABOUT 2.9 MILES NORTHEAST ALONG BLACK TOP ROAD FROM THE
 JX0683'METHODIST CHURCH AT LYNN CAMP, ACROSS ROAD FROM A POINT BETWEEN
 JX0683'POWER POLES NO. 32-746 AND 32-747, 16 1/2 FEET EAST-SOUTHEAST
 JX0683'OF CENTER LINE OF ROAD, ABOUT 125 YARDS SOUTH-SOUTHWEST OF THE
 JX0683'BOTTOM OF A GRADE AND A PIPE CULVERT WITH CONCRETE HEAD WALLS,
 JX0683'38 FEET NORTH-NORTHEAST OF EAST-SOUTHEAST END OF A 15-INCH PIPE
 JX0683'CULVERT UNDER ROAD, SET VERTICALLY IN THE 2 1/2 BY 7-FOOT
 JX0683'NORTHWEST FACE OF A ROCK IN A CUT BANK, AND ABOUT 1 FOOT ABOVE
 JX0683'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0603 ***********************************************************************
 JX0603  DESIGNATION -  H 126
 JX0603  PID         -  JX0603
 JX0603  STATE/COUNTY-  WV/WETZEL
 JX0603  USGS QUAD   -  LITTLETON (1976)
 JX0603
 JX0603                         *CURRENT SURVEY CONTROL
 JX0603  ___________________________________________________________________
 JX0603* NAD 83(1986)-  39 39 02.     (N)    080 31 34.     (W)     SCALED    
 JX0603* NAVD 88     -       343.425  (meters)    1126.72   (feet)  ADJUSTED  
 JX0603  ___________________________________________________________________
 JX0603  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JX0603  DYNAMIC HT  -         343.224 (meters)    1126.06  (feet)  COMP
 JX0603  MODELED GRAV-     980,031.7   (mgal)                       NAVD 88
 JX0603
 JX0603  VERT ORDER  -  SECOND    CLASS 0
 JX0603
 JX0603.The horizontal coordinates were scaled from a topographic map and have
 JX0603.an estimated accuracy of +/- 6 seconds.
 JX0603
 JX0603.The orthometric height was determined by differential leveling
 JX0603.and adjusted by the National Geodetic Survey in June 1991..
 JX0603
 JX0603.The geoid height was determined by GEOID03.
 JX0603
 JX0603.The dynamic height is computed by dividing the NAVD 88
 JX0603.geopotential number by the normal gravity value computed on the
 JX0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0603.degrees latitude (g = 980.6199 gals.).
 JX0603
 JX0603.The modeled gravity was interpolated from observed gravity values.
 JX0603
 JX0603;                    North         East    Units  Estimated Accuracy
 JX0603;SPC WV N     -   128,230.      511,940.      MT  (+/- 180 meters Scaled)
 JX0603
 JX0603                          SUPERSEDED SURVEY CONTROL
 JX0603
 JX0603  NGVD 29 (??/??/92)  343.575  (m)         1127.21   (f) ADJ UNCH    2 0
 JX0603
 JX0603.Superseded values are not recommended for survey control.
 JX0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0603.See file dsdata.txt to determine how the superseded data were derived.
 JX0603
 JX0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND406890(NAD 83)
 JX0603_MARKER: DB = BENCH MARK DISK
 JX0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0603_SP_SET: CULVERT
 JX0603_STAMPING: H 126 1957
 JX0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0603
 JX0603  HISTORY     - Date     Condition        Report By
 JX0603  HISTORY     - 1957     MONUMENTED       CGS
 JX0603
 JX0603                          STATION DESCRIPTION
 JX0603
 JX0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0603'2.8 MI NE FROM UNIONTOWN.
 JX0603'ABOUT 2.8 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE POST
 JX0603'OFFICE AND ROAD JUNCTION AT UNIONTOWN, ABOUT 0.4 MILE SOUTHWEST
 JX0603'OF JUNCTION OF COUNTY ROAD NO. 9 LEADING NORTH, IN THE TOP OF
 JX0603'WINGWALL AT THE NORTHEAST END OF NORTHWEST HEAD WALL OF A
 JX0603'CULVERT UNDER HIGHWAY, 28 1/2 FEET NORTHWEST OF CENTER LINE OF
 JX0603'HIGHWAY, 84 FEET NORTHEAST OF CENTER LINE OF A DRIVE TO A
 JX0603'2-STORY FRAME HOUSE AND ABOUT 12 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0704 ***********************************************************************
 JX0704  DESIGNATION -  H 127
 JX0704  PID         -  JX0704
 JX0704  STATE/COUNTY-  WV/MARSHALL
 JX0704  USGS QUAD   -  GLEN EASTON (1976)
 JX0704
 JX0704                         *CURRENT SURVEY CONTROL
 JX0704  ___________________________________________________________________
 JX0704* NAD 83(1986)-  39 45 59.     (N)    080 38 36.     (W)     SCALED    
 JX0704* NAVD 88     -       242.565  (meters)     795.82   (feet)  ADJUSTED  
 JX0704  ___________________________________________________________________
 JX0704  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JX0704  DYNAMIC HT  -         242.424 (meters)     795.35  (feet)  COMP
 JX0704  MODELED GRAV-     980,043.6   (mgal)                       NAVD 88
 JX0704
 JX0704  VERT ORDER  -  SECOND    CLASS 0
 JX0704
 JX0704.The horizontal coordinates were scaled from a topographic map and have
 JX0704.an estimated accuracy of +/- 6 seconds.
 JX0704
 JX0704.The orthometric height was determined by differential leveling
 JX0704.and adjusted by the National Geodetic Survey in June 1991..
 JX0704
 JX0704.The geoid height was determined by GEOID03.
 JX0704
 JX0704.The dynamic height is computed by dividing the NAVD 88
 JX0704.geopotential number by the normal gravity value computed on the
 JX0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0704.degrees latitude (g = 980.6199 gals.).
 JX0704
 JX0704.The modeled gravity was interpolated from observed gravity values.
 JX0704
 JX0704;                    North         East    Units  Estimated Accuracy
 JX0704;SPC WV N     -   141,220.      502,040.      MT  (+/- 180 meters Scaled)
 JX0704
 JX0704                          SUPERSEDED SURVEY CONTROL
 JX0704
 JX0704  NGVD 29 (??/??/92)  242.704  (m)          796.27   (f) ADJ UNCH    2 0
 JX0704
 JX0704.Superseded values are not recommended for survey control.
 JX0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0704.See file dsdata.txt to determine how the superseded data were derived.
 JX0704
 JX0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE305018(NAD 83)
 JX0704_MARKER: DB = BENCH MARK DISK
 JX0704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0704_SP_SET: CONCRETE SUPPORT
 JX0704_STAMPING: H 127 1957
 JX0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0704
 JX0704  HISTORY     - Date     Condition        Report By
 JX0704  HISTORY     - 1957     MONUMENTED       CGS
 JX0704  HISTORY     - 19970530 MARK NOT FOUND   LOCENG
 JX0704
 JX0704                          STATION DESCRIPTION
 JX0704
 JX0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0704'0.5 MI E FROM ADALINE.
 JX0704'ABOUT 0.5 MILE EAST ALONG A GRAVEL ROAD FOLLOWING FISH CREEK
 JX0704'FROM THE SCHOOL AT ADALINE, AT ADALINE PUMPING STATION, ABOUT
 JX0704'75 YARDS EAST AND UPHILL FROM WARE HOUSE, IN THE TOP OF THE
 JX0704'NORTHEAST CORNER OF THE EAST ONE OF THREE CONCRETE SUPPORTS FOR
 JX0704'PIPE LINE, 72 FEET WEST OF CENTER LINE OF ROAD AND ABOUT 30 FEET
 JX0704'BELOW LEVEL OF ROAD.
 JX0704
 JX0704                          STATION RECOVERY (1997)
 JX0704
 JX0704'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997
 JX0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE5168 ***********************************************************************
 AE5168  DESIGNATION -  H 127 RESET
 AE5168  PID         -  AE5168
 AE5168  STATE/COUNTY-  WV/MARSHALL
 AE5168  USGS QUAD   -  GLEN EASTON (1976)
 AE5168
 AE5168                         *CURRENT SURVEY CONTROL
 AE5168  ___________________________________________________________________
 AE5168* NAD 83(1986)-  39 45 59.     (N)    080 38 37.     (W)     SCALED    
 AE5168* NAVD 88     -       238.23   (meters)     781.6    (feet)  RESET     
 AE5168  ___________________________________________________________________
 AE5168  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 AE5168
 AE5168  VERT ORDER  -  THIRD
 AE5168
 AE5168.The horizontal coordinates were scaled from a topographic map and have
 AE5168.an estimated accuracy of +/- 6 seconds.
 AE5168
 AE5168.The orthometric height was computed from unverified reset data.
 AE5168
 AE5168.The geoid height was determined by GEOID03.
 AE5168
 AE5168;                    North         East    Units  Estimated Accuracy
 AE5168;SPC WV N     -   141,220.      502,020.      MT  (+/- 180 meters Scaled)
 AE5168
 AE5168                          SUPERSEDED SURVEY CONTROL
 AE5168
 AE5168.No superseded survey control is available for this station.
 AE5168
 AE5168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE305018(NAD 83)
 AE5168_MARKER: DV = VERTICAL CONTROL DISK
 AE5168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5168_STAMPING: H 127 RESET
 AE5168_MARK LOGO: NGS   
 AE5168_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5168+STABILITY: SURFACE MOTION
 AE5168
 AE5168  HISTORY     - Date     Condition        Report By
 AE5168  HISTORY     - 1997     MONUMENTED       LOCENG
 AE5168
 AE5168                          STATION DESCRIPTION
 AE5168
 AE5168'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (KL)
 AE5168'IN ADALINE, 304 FEET (92.7 M) SOUTH ALONG THE ROAD FOLLOWING FISH
 AE5168'CREEK FROM THE EASTERN END OF THE BRIDGE ACROSS FISH CREEK, 26 FEET
 AE5168'(7.9 M) WEST OF ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0568 ***********************************************************************
 JX0568  DESIGNATION -  H 128
 JX0568  PID         -  JX0568
 JX0568  STATE/COUNTY-  WV/WETZEL
 JX0568  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0568
 JX0568                         *CURRENT SURVEY CONTROL
 JX0568  ___________________________________________________________________
 JX0568* NAD 83(1986)-  39 42 34.     (N)    080 49 05.     (W)     SCALED    
 JX0568* NAVD 88     -       308.927  (meters)    1013.54   (feet)  ADJUSTED  
 JX0568  ___________________________________________________________________
 JX0568  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JX0568  DYNAMIC HT  -         308.755 (meters)    1012.97  (feet)  COMP
 JX0568  MODELED GRAV-     980,061.8   (mgal)                       NAVD 88
 JX0568
 JX0568  VERT ORDER  -  SECOND    CLASS 0
 JX0568
 JX0568.The horizontal coordinates were scaled from a topographic map and have
 JX0568.an estimated accuracy of +/- 6 seconds.
 JX0568
 JX0568.The orthometric height was determined by differential leveling
 JX0568.and adjusted by the National Geodetic Survey in June 1991..
 JX0568
 JX0568.The geoid height was determined by GEOID03.
 JX0568
 JX0568.The dynamic height is computed by dividing the NAVD 88
 JX0568.geopotential number by the normal gravity value computed on the
 JX0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0568.degrees latitude (g = 980.6199 gals.).
 JX0568
 JX0568.The modeled gravity was interpolated from observed gravity values.
 JX0568
 JX0568;                    North         East    Units  Estimated Accuracy
 JX0568;SPC WV N     -   135,100.      486,980.      MT  (+/- 180 meters Scaled)
 JX0568
 JX0568                          SUPERSEDED SURVEY CONTROL
 JX0568
 JX0568  NGVD 29 (??/??/92)  309.102  (m)         1014.11   (f) ADJ UNCH    2 0
 JX0568
 JX0568.Superseded values are not recommended for survey control.
 JX0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0568.See file dsdata.txt to determine how the superseded data were derived.
 JX0568
 JX0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND155955(NAD 83)
 JX0568_MARKER: DB = BENCH MARK DISK
 JX0568_SETTING: 66 = SET IN ROCK OUTCROP
 JX0568_SP_SET: ROCK CUT
 JX0568_STAMPING: H 128 1957
 JX0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0568+STABILITY: POSITION/ELEVATION WELL
 JX0568
 JX0568  HISTORY     - Date     Condition        Report By
 JX0568  HISTORY     - 1957     MONUMENTED       CGS
 JX0568  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0568
 JX0568                          STATION DESCRIPTION
 JX0568
 JX0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0568'0.6 MI NE FROM PROCTOR.
 JX0568'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE BRIDGE OVER
 JX0568'PROCTOR CREEK AT PROCTOR, THENCE ABOUT 0.45 MILE NORTHEAST ALONG
 JX0568'A GRAVEL ROAD LEADING TO FAIRVIEW, ABOUT 0.35 MILE NORTH OF A
 JX0568'SCHOOL, SET VERTICALLY IN THE SOUTH FACE OF A PROJECTION OF ROCK
 JX0568'IN A CUT, 11 FEET NORTHEAST OF CENTER LINE OF ROAD AND ABOUT 2
 JX0568'FEET ABOVE LEVEL OF ROAD.
 JX0568
 JX0568                          STATION RECOVERY (1983)
 JX0568
 JX0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0568'NOT RECOVERED, MARK IS INACCESSIBLE AT THIS TIME BECAUSE TRACK ROAD
 JX0568'HAS BECOME GROWN OVER AND IS ALMOST 400 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0657 ***********************************************************************
 JX0657  DESIGNATION -  H 129
 JX0657  PID         -  JX0657
 JX0657  STATE/COUNTY-  WV/WETZEL
 JX0657  USGS QUAD   -  PINE GROVE (1976)
 JX0657
 JX0657                         *CURRENT SURVEY CONTROL
 JX0657  ___________________________________________________________________
 JX0657* NAD 83(1986)-  39 35 39.     (N)    080 39 40.     (W)     SCALED    
 JX0657* NAVD 88     -       255.173  (meters)     837.18   (feet)  ADJUSTED  
 JX0657  ___________________________________________________________________
 JX0657  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0657  DYNAMIC HT  -         255.024 (meters)     836.69  (feet)  COMP
 JX0657  MODELED GRAV-     980,035.8   (mgal)                       NAVD 88
 JX0657
 JX0657  VERT ORDER  -  SECOND    CLASS 0
 JX0657
 JX0657.The horizontal coordinates were scaled from a topographic map and have
 JX0657.an estimated accuracy of +/- 6 seconds.
 JX0657
 JX0657.The orthometric height was determined by differential leveling
 JX0657.and adjusted by the National Geodetic Survey in June 1991..
 JX0657
 JX0657.The geoid height was determined by GEOID03.
 JX0657
 JX0657.The dynamic height is computed by dividing the NAVD 88
 JX0657.geopotential number by the normal gravity value computed on the
 JX0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0657.degrees latitude (g = 980.6199 gals.).
 JX0657
 JX0657.The modeled gravity was interpolated from observed gravity values.
 JX0657
 JX0657;                    North         East    Units  Estimated Accuracy
 JX0657;SPC WV N     -   122,120.      500,270.      MT  (+/- 180 meters Scaled)
 JX0657
 JX0657                          SUPERSEDED SURVEY CONTROL
 JX0657
 JX0657  NGVD 29 (??/??/92)  255.331  (m)          837.70   (f) ADJ UNCH    2 0
 JX0657
 JX0657.Superseded values are not recommended for survey control.
 JX0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0657.See file dsdata.txt to determine how the superseded data were derived.
 JX0657
 JX0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND290827(NAD 83)
 JX0657_MARKER: DB = BENCH MARK DISK
 JX0657_SETTING: 66 = SET IN ROCK OUTCROP
 JX0657_SP_SET: ROCK CUT
 JX0657_STAMPING: H 129 1957
 JX0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0657+STABILITY: POSITION/ELEVATION WELL
 JX0657
 JX0657  HISTORY     - Date     Condition        Report By
 JX0657  HISTORY     - 1957     MONUMENTED       CGS
 JX0657
 JX0657                          STATION DESCRIPTION
 JX0657
 JX0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0657'3.1 MI NE FROM PINE GROVE.
 JX0657'ABOUT 1.95 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 JX0657'JUNCTION OF STATE HIGHWAY 20 AND EAST END OF HIGHWAY BRIDGE OVER
 JX0657'NORTH FORK AT PINE GROVE, THENCE ABOUT 1.15 MILES NORTH ALONG A
 JX0657'BLACK TOP ROAD, AT A 30-FOOT CONCRETE BRIDGE, SET VERTICALLY
 JX0657'IN THE WEST FACE OF A ROCK THAT IS PART OF A ROCK CUT EAST OF
 JX0657'ROAD, 14 FEET EAST OF CENTER LINE OF ROAD, 24 FEET SOUTH OF
 JX0657'SOUTH END OF EAST GUARD RAIL OF BRIDGE, AND 1 1/2 FEET ABOVE
 JX0657'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1032 ***********************************************************************
 HX1032  DESIGNATION -  H 13
 HX1032  PID         -  HX1032
 HX1032  STATE/COUNTY-  WV/WEBSTER
 HX1032  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1032
 HX1032                         *CURRENT SURVEY CONTROL
 HX1032  ___________________________________________________________________
 HX1032* NAD 83(1986)-  38 21 56.     (N)    080 35 52.     (W)     SCALED    
 HX1032* NAVD 88     -       618.259  (meters)    2028.40   (feet)  ADJUSTED  
 HX1032  ___________________________________________________________________
 HX1032  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 HX1032  DYNAMIC HT  -         617.788 (meters)    2026.86  (feet)  COMP
 HX1032  MODELED GRAV-     979,846.5   (mgal)                       NAVD 88
 HX1032
 HX1032  VERT ORDER  -  SECOND    CLASS 0
 HX1032
 HX1032.The horizontal coordinates were scaled from a topographic map and have
 HX1032.an estimated accuracy of +/- 6 seconds.
 HX1032
 HX1032.The orthometric height was determined by differential leveling
 HX1032.and adjusted by the National Geodetic Survey in June 1991..
 HX1032
 HX1032.The geoid height was determined by GEOID03.
 HX1032
 HX1032.The dynamic height is computed by dividing the NAVD 88
 HX1032.geopotential number by the normal gravity value computed on the
 HX1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1032.degrees latitude (g = 980.6199 gals.).
 HX1032
 HX1032.The modeled gravity was interpolated from observed gravity values.
 HX1032
 HX1032;                    North         East    Units  Estimated Accuracy
 HX1032;SPC WV S     -   151,640.      635,150.      MT  (+/- 180 meters Scaled)
 HX1032
 HX1032                          SUPERSEDED SURVEY CONTROL
 HX1032
 HX1032  NGVD 29 (??/??/92)  618.410  (m)         2028.90   (f) ADJ UNCH    2 0
 HX1032
 HX1032.Superseded values are not recommended for survey control.
 HX1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1032.See file dsdata.txt to determine how the superseded data were derived.
 HX1032
 HX1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC351464(NAD 83)
 HX1032_MARKER: DB = BENCH MARK DISK
 HX1032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1032_SP_SET: BUILDING
 HX1032_STAMPING: H 13 1933
 HX1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1032
 HX1032  HISTORY     - Date     Condition        Report By
 HX1032  HISTORY     - 1933     MONUMENTED       CGS
 HX1032  HISTORY     - 1961     GOOD             NGS
 HX1032
 HX1032                          STATION DESCRIPTION
 HX1032
 HX1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1032'AT CAMDEN ON GAULEY.
 HX1032'AT CAMDEN ON GAULEY, ALONG STATE HIGHWAY 20, ABOUT 60 YARDS WEST
 HX1032'OF THE NORTHWEST CORNER OF A 40-FOOT BRIDGE OVER COON CREEK,
 HX1032'SET VERTICALLY IN THE SOUTH FACE AND NEAR THE SOUTHEAST CORNER OF
 HX1032'THE BANK BUILDING, 24 FEET NORTH OF THE CENTER LINE OF THE
 HX1032'HIGHWAY, 1 1/2 FEET WEST OF THE SOUTHWEST END OF THE STEP
 HX1032'LEADING TO THE MAIN ENTRANCE TO BUILDING, 2 FEET ABOVE THE LEVEL
 HX1032'OF THE SIDEWALK AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0573 ***********************************************************************
 JX0573  DESIGNATION -  H 130
 JX0573  PID         -  JX0573
 JX0573  STATE/COUNTY-  WV/WETZEL
 JX0573  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0573
 JX0573                         *CURRENT SURVEY CONTROL
 JX0573  ___________________________________________________________________
 JX0573* NAD 83(1986)-  39 38 09.     (N)    080 48 00.     (W)     SCALED    
 JX0573* NAVD 88     -       248.462  (meters)     815.16   (feet)  ADJUSTED  
 JX0573  ___________________________________________________________________
 JX0573  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JX0573  DYNAMIC HT  -         248.320 (meters)     814.70  (feet)  COMP
 JX0573  MODELED GRAV-     980,047.0   (mgal)                       NAVD 88
 JX0573
 JX0573  VERT ORDER  -  SECOND    CLASS 0
 JX0573
 JX0573.The horizontal coordinates were scaled from a topographic map and have
 JX0573.an estimated accuracy of +/- 6 seconds.
 JX0573
 JX0573.The orthometric height was determined by differential leveling
 JX0573.and adjusted by the National Geodetic Survey in June 1991..
 JX0573
 JX0573.The geoid height was determined by GEOID03.
 JX0573
 JX0573.The dynamic height is computed by dividing the NAVD 88
 JX0573.geopotential number by the normal gravity value computed on the
 JX0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0573.degrees latitude (g = 980.6199 gals.).
 JX0573
 JX0573.The modeled gravity was interpolated from observed gravity values.
 JX0573
 JX0573;                    North         East    Units  Estimated Accuracy
 JX0573;SPC WV N     -   126,900.      488,410.      MT  (+/- 180 meters Scaled)
 JX0573
 JX0573                          SUPERSEDED SURVEY CONTROL
 JX0573
 JX0573  NGVD 29 (??/??/92)  248.617  (m)          815.67   (f) ADJ UNCH    2 0
 JX0573
 JX0573.Superseded values are not recommended for survey control.
 JX0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0573.See file dsdata.txt to determine how the superseded data were derived.
 JX0573
 JX0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND171873(NAD 83)
 JX0573_MARKER: DB = BENCH MARK DISK
 JX0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0573_STAMPING: H 130 1957
 JX0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0573+STABILITY: SURFACE MOTION
 JX0573
 JX0573  HISTORY     - Date     Condition        Report By
 JX0573  HISTORY     - 1957     MONUMENTED       CGS
 JX0573  HISTORY     - 1983     GOOD             NGS
 JX0573
 JX0573                          STATION DESCRIPTION
 JX0573
 JX0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0573'3.6 MI E FROM NEW MARTINSVILLE.
 JX0573'ABOUT 3.6 MILES EAST ALONG A BLACK TOP ROAD FOLLOWING DOOLIN RUN
 JX0573'FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 7 AT NEW MARTINSVILLE,
 JX0573'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTH AND
 JX0573'NORTHEAST, ABOUT 50 YARDS SOUTHWEST OF A LARGE BARN WHICH IS
 JX0573'NORTHWEST OF ROAD, 21 FEET NORTHWEST OF CENTER LINE OF ROAD,
 JX0573'176 FEET NORTH AND ACROSS ROAD FROM THE NORTH CORNER OF A BRIDGE
 JX0573'ON A PRIVATE DRIVE SOUTHEAST, 12 FEET SOUTHWEST OF NORTHWEST END
 JX0573'OF AN 18-INCH PIPE CULVERT UNDER ROAD, 2 FEET NORTHEAST OF A
 JX0573'CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JX0573'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JX0573
 JX0573                          STATION RECOVERY (1983)
 JX0573
 JX0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1028 ***********************************************************************
 JX1028  DESIGNATION -  H 131
 JX1028  PID         -  JX1028
 JX1028  STATE/COUNTY-  WV/PLEASANTS
 JX1028  USGS QUAD   -  ELLENBORO (1975)
 JX1028
 JX1028                         *CURRENT SURVEY CONTROL
 JX1028  ___________________________________________________________________
 JX1028* NAD 83(1986)-  39 20 15.     (N)    081 06 38.     (W)     SCALED    
 JX1028* NAVD 88     -       333.079  (meters)    1092.78   (feet)  ADJUSTED  
 JX1028  ___________________________________________________________________
 JX1028  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX1028  DYNAMIC HT  -         332.872 (meters)    1092.10  (feet)  COMP
 JX1028  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 JX1028
 JX1028  VERT ORDER  -  SECOND    CLASS 0
 JX1028
 JX1028.The horizontal coordinates were scaled from a topographic map and have
 JX1028.an estimated accuracy of +/- 6 seconds.
 JX1028
 JX1028.The orthometric height was determined by differential leveling
 JX1028.and adjusted by the National Geodetic Survey in June 1991..
 JX1028
 JX1028.The geoid height was determined by GEOID03.
 JX1028
 JX1028.The dynamic height is computed by dividing the NAVD 88
 JX1028.geopotential number by the normal gravity value computed on the
 JX1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1028.degrees latitude (g = 980.6199 gals.).
 JX1028
 JX1028.The modeled gravity was interpolated from observed gravity values.
 JX1028
 JX1028;                    North         East    Units  Estimated Accuracy
 JX1028;SPC WV N     -    94,220.      461,160.      MT  (+/- 180 meters Scaled)
 JX1028
 JX1028                          SUPERSEDED SURVEY CONTROL
 JX1028
 JX1028  NGVD 29 (??/??/92)  333.241  (m)         1093.31   (f) ADJ UNCH    2 0
 JX1028
 JX1028.Superseded values are not recommended for survey control.
 JX1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1028.See file dsdata.txt to determine how the superseded data were derived.
 JX1028
 JX1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD904542(NAD 83)
 JX1028_MARKER: DB = BENCH MARK DISK
 JX1028_SETTING: 66 = SET IN ROCK OUTCROP
 JX1028_SP_SET: ROCK CUT
 JX1028_STAMPING: H 131 1957
 JX1028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1028+STABILITY: POSITION/ELEVATION WELL
 JX1028
 JX1028  HISTORY     - Date     Condition        Report By
 JX1028  HISTORY     - 1957     MONUMENTED       CGS
 JX1028  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX1028
 JX1028                          STATION DESCRIPTION
 JX1028
 JX1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1028'2.6 MI NW FROM FINCH.
 JX1028'ABOUT 2.55 MILES NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 50 FROM
 JX1028'MT. OLIVET METHODIST CHURCH AND CEMETERY AT FINCH, 0.1 MILE
 JX1028'SOUTHEAST OF JUNCTION OF A GRAVEL ROAD NORTH, SET VERTICALLY
 JX1028'IN FACE OF A SHORT ROCK CUT, 25 FEET NORTHEAST OF CENTER LINE
 JX1028'OF HIGHWAY, 142 FEET EAST-NORTHEAST AND ACROSS HIGHWAY FROM THE
 JX1028'NORTHEAST CORNER OF A SMALL 1 1/2-STORY FRAME HOUSE, 199 FEET
 JX1028'SOUTHEAST OF CENTER OF DRIVE NORTHEAST TO TWO CONCRETE BLOCK
 JX1028'HOUSES, 83 FEET EAST AND ACROSS HIGHWAY FROM THE SOUTHEAST
 JX1028'END OF HIGHWAY GUARD RAIL AND 3 1/2 FEET ABOVE LEVEL OF
 JX1028'HIGHWAY.
 JX1028
 JX1028                          STATION RECOVERY (1983)
 JX1028
 JX1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0901 ***********************************************************************
 JX0901  DESIGNATION -  H 132
 JX0901  PID         -  JX0901
 JX0901  STATE/COUNTY-  WV/PLEASANTS
 JX0901  USGS QUAD   -  SCHULTZ (1975)
 JX0901
 JX0901                         *CURRENT SURVEY CONTROL
 JX0901  ___________________________________________________________________
 JX0901* NAD 83(1986)-  39 20 01.     (N)    081 14 43.     (W)     SCALED    
 JX0901* NAVD 88     -       214.076  (meters)     702.35   (feet)  ADJUSTED  
 JX0901  ___________________________________________________________________
 JX0901  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JX0901  DYNAMIC HT  -         213.945 (meters)     701.92  (feet)  COMP
 JX0901  MODELED GRAV-     980,012.9   (mgal)                       NAVD 88
 JX0901
 JX0901  VERT ORDER  -  SECOND    CLASS 0
 JX0901
 JX0901.The horizontal coordinates were scaled from a topographic map and have
 JX0901.an estimated accuracy of +/- 6 seconds.
 JX0901
 JX0901.The orthometric height was determined by differential leveling
 JX0901.and adjusted by the National Geodetic Survey in June 1991..
 JX0901
 JX0901.The geoid height was determined by GEOID03.
 JX0901
 JX0901.The dynamic height is computed by dividing the NAVD 88
 JX0901.geopotential number by the normal gravity value computed on the
 JX0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0901.degrees latitude (g = 980.6199 gals.).
 JX0901
 JX0901.The modeled gravity was interpolated from observed gravity values.
 JX0901
 JX0901;                    North         East    Units  Estimated Accuracy
 JX0901;SPC WV N     -    94,010.      449,540.      MT  (+/- 180 meters Scaled)
 JX0901
 JX0901                          SUPERSEDED SURVEY CONTROL
 JX0901
 JX0901  NGVD 29 (??/??/92)  214.238  (m)          702.88   (f) ADJ UNCH    2 0
 JX0901
 JX0901.Superseded values are not recommended for survey control.
 JX0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0901.See file dsdata.txt to determine how the superseded data were derived.
 JX0901
 JX0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD788538(NAD 83)
 JX0901_MARKER: DB = BENCH MARK DISK
 JX0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0901_STAMPING: H 132 1957
 JX0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0901+STABILITY: SURFACE MOTION
 JX0901
 JX0901  HISTORY     - Date     Condition        Report By
 JX0901  HISTORY     - 1957     MONUMENTED       CGS
 JX0901
 JX0901                          STATION DESCRIPTION
 JX0901
 JX0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0901'1 MI N FROM SCHULTZ.
 JX0901'ABOUT 1.0 MILE NORTH AND NORTHWEST ALONG A GRAVEL ROAD FROM
 JX0901'THE BRIDGE OVER COW CREEK AT SCHULTZ, 18 FEET NORTHEAST OF CENTER
 JX0901'LINE OF ROAD, 136 FEET SOUTHEAST OF CENTER OF JUNCTION OF A
 JX0901'ROAD NORTHEAST, 148 FEET SOUTH OF SOUTH CORNER OF A BARN, 44
 JX0901'FEET SOUTHEAST OF TELEPHONE POLE NO. 115, 28 FEET SOUTHEAST OF
 JX0901'NORTHEAST END OF A 48-INCH IRON PIPE CULVERT, 24 FEET NORTHWEST
 JX0901'OF AN 8-INCH BLACK LOCUST TREE WHICH IS IN A FENCE CORNER, 1
 JX0901'FOOT NORTHEAST OF A FENCE LINE, ABOUT LEVEL WITH ROAD AND SET
 JX0901'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0358 ***********************************************************************
 JX0358  DESIGNATION -  H 133
 JX0358  PID         -  JX0358
 JX0358  STATE/COUNTY-  WV/HARRISON
 JX0358  USGS QUAD   -  SALEM (1976)
 JX0358
 JX0358                         *CURRENT SURVEY CONTROL
 JX0358  ___________________________________________________________________
 JX0358* NAD 83(1986)-  39 17 53.     (N)    080 34 30.     (W)     SCALED    
 JX0358* NAVD 88     -       340.728  (meters)    1117.87   (feet)  ADJUSTED  
 JX0358  ___________________________________________________________________
 JX0358  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JX0358  DYNAMIC HT  -         340.516 (meters)    1117.18  (feet)  COMP
 JX0358  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JX0358
 JX0358  VERT ORDER  -  FIRST     CLASS II
 JX0358
 JX0358.The horizontal coordinates were scaled from a topographic map and have
 JX0358.an estimated accuracy of +/- 6 seconds.
 JX0358
 JX0358.The orthometric height was determined by differential leveling
 JX0358.and adjusted by the National Geodetic Survey in June 1991..
 JX0358
 JX0358.The geoid height was determined by GEOID03.
 JX0358
 JX0358.The dynamic height is computed by dividing the NAVD 88
 JX0358.geopotential number by the normal gravity value computed on the
 JX0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0358.degrees latitude (g = 980.6199 gals.).
 JX0358
 JX0358.The modeled gravity was interpolated from observed gravity values.
 JX0358
 JX0358;                    North         East    Units  Estimated Accuracy
 JX0358;SPC WV N     -    89,150.      507,280.      MT  (+/- 180 meters Scaled)
 JX0358
 JX0358                          SUPERSEDED SURVEY CONTROL
 JX0358
 JX0358  NGVD 29 (??/??/92)  340.879  (m)         1118.37   (f) ADJ UNCH    1 2
 JX0358
 JX0358.Superseded values are not recommended for survey control.
 JX0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0358.See file dsdata.txt to determine how the superseded data were derived.
 JX0358
 JX0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND366499(NAD 83)
 JX0358_MARKER: DB = BENCH MARK DISK
 JX0358_SETTING: 66 = SET IN ROCK OUTCROP
 JX0358_SP_SET: LEDGE
 JX0358_STAMPING: H 133 1957
 JX0358_MARK LOGO: CGS   
 JX0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0358+STABILITY: POSITION/ELEVATION WELL
 JX0358
 JX0358  HISTORY     - Date     Condition        Report By
 JX0358  HISTORY     - 1957     MONUMENTED       CGS
 JX0358  HISTORY     - 1983     GOOD             NGS
 JX0358
 JX0358                          STATION DESCRIPTION
 JX0358
 JX0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0358'1.5 MI NW FROM SALEM.
 JX0358'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE
 JX0358'JUNCTION OF U.S. HIGHWAY 50 AT SALEM, IN THE TOP OF AN OUTCROPPING
 JX0358'SANDSTONE LEDGE ABOUT 10 BY 3 1/2 FEET, 14 1/2 FEET NORTHEAST
 JX0358'OF CENTER LINE OF HIGHWAY, 277 FEET NORTHWEST OF NORTHWEST END
 JX0358'OF NORTHEAST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER
 JX0358'HIGHWAY, 40 FEET NORTH AND ACROSS HIGHWAY FROM TELEPHONE CABLE
 JX0358'POLE NO. 64, 6 1/2 FEET SOUTHEAST AND 3/4 FEET BELOW A 12-INCH
 JX0358'TRIANGLE CHISELED IN FACE OF LEDGE AND ABOUT 2 FEET ABOVE LEVEL OF
 JX0358'HIGHWAY.
 JX0358
 JX0358                          STATION RECOVERY (1983)
 JX0358
 JX0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1069 ***********************************************************************
 JX1069  DESIGNATION -  H 134
 JX1069  PID         -  JX1069
 JX1069  STATE/COUNTY-  WV/PLEASANTS
 JX1069  USGS QUAD   -  BENS RUN (1994)
 JX1069
 JX1069                         *CURRENT SURVEY CONTROL
 JX1069  ___________________________________________________________________
 JX1069* NAD 83(1986)-  39 26 07.     (N)    081 04 34.     (W)     SCALED    
 JX1069* NAVD 88     -       215.862  (meters)     708.21   (feet)  ADJUSTED  
 JX1069  ___________________________________________________________________
 JX1069  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JX1069  DYNAMIC HT  -         215.733 (meters)     707.78  (feet)  COMP
 JX1069  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 JX1069
 JX1069  VERT ORDER  -  SECOND    CLASS 0
 JX1069
 JX1069.The horizontal coordinates were scaled from a topographic map and have
 JX1069.an estimated accuracy of +/- 6 seconds.
 JX1069
 JX1069.The orthometric height was determined by differential leveling
 JX1069.and adjusted by the National Geodetic Survey in June 1991..
 JX1069
 JX1069.The geoid height was determined by GEOID03.
 JX1069
 JX1069.The dynamic height is computed by dividing the NAVD 88
 JX1069.geopotential number by the normal gravity value computed on the
 JX1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1069.degrees latitude (g = 980.6199 gals.).
 JX1069
 JX1069.The modeled gravity was interpolated from observed gravity values.
 JX1069
 JX1069;                    North         East    Units  Estimated Accuracy
 JX1069;SPC WV N     -   105,020.      464,320.      MT  (+/- 180 meters Scaled)
 JX1069
 JX1069                          SUPERSEDED SURVEY CONTROL
 JX1069
 JX1069  NGVD 29 (??/??/92)  216.036  (m)          708.78   (f) ADJ UNCH    2 0
 JX1069
 JX1069.Superseded values are not recommended for survey control.
 JX1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1069.See file dsdata.txt to determine how the superseded data were derived.
 JX1069
 JX1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD934650(NAD 83)
 JX1069_MARKER: DB = BENCH MARK DISK
 JX1069_SETTING: 66 = SET IN ROCK OUTCROP
 JX1069_SP_SET: ROCK CUT
 JX1069_STAMPING: H 134 1957
 JX1069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1069+STABILITY: POSITION/ELEVATION WELL
 JX1069
 JX1069  HISTORY     - Date     Condition        Report By
 JX1069  HISTORY     - 1957     MONUMENTED       CGS
 JX1069
 JX1069                          STATION DESCRIPTION
 JX1069
 JX1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1069'0.4 MI NW FROM ARVILLA.
 JX1069'ABOUT 0.4 MILE NORTHWEST ALONG A GRAVEL ROAD LEADING TO BENS
 JX1069'RUN FROM THE BRIDGE OVER MIDDLE ISLAND CREEK AT ARVILLA, IN THE
 JX1069'TOP OF AN OUTCROPPING LEDGE OF A HIGH ROCK CUT, 17 FEET EAST OF
 JX1069'CENTER LINE OF ROAD, 115 FEET SOUTH OF CENTER OF ROAD AT A POINT
 JX1069'WHERE ROAD IS NARROW, 2 1/2 FEET BELOW A 12-INCH TRIANGLE CHISELED
 JX1069'IN FACE OF CUT AND 3 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0338 ***********************************************************************
 JX0338  DESIGNATION -  H 135
 JX0338  PID         -  JX0338
 JX0338  STATE/COUNTY-  WV/TYLER
 JX0338  USGS QUAD   -  SHIRLEY (1989)
 JX0338
 JX0338                         *CURRENT SURVEY CONTROL
 JX0338  ___________________________________________________________________
 JX0338* NAD 83(1986)-  39 25 51.     (N)    080 49 45.     (W)     SCALED    
 JX0338* NAVD 88     -       217.818  (meters)     714.62   (feet)  ADJUSTED  
 JX0338  ___________________________________________________________________
 JX0338  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JX0338  DYNAMIC HT  -         217.687 (meters)     714.19  (feet)  COMP
 JX0338  MODELED GRAV-     980,022.9   (mgal)                       NAVD 88
 JX0338
 JX0338  VERT ORDER  -  SECOND    CLASS 0
 JX0338
 JX0338.The horizontal coordinates were scaled from a topographic map and have
 JX0338.an estimated accuracy of +/- 6 seconds.
 JX0338
 JX0338.The orthometric height was determined by differential leveling
 JX0338.and adjusted by the National Geodetic Survey in June 1991..
 JX0338
 JX0338.The geoid height was determined by GEOID03.
 JX0338
 JX0338.The dynamic height is computed by dividing the NAVD 88
 JX0338.geopotential number by the normal gravity value computed on the
 JX0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0338.degrees latitude (g = 980.6199 gals.).
 JX0338
 JX0338.The modeled gravity was interpolated from observed gravity values.
 JX0338
 JX0338;                    North         East    Units  Estimated Accuracy
 JX0338;SPC WV N     -   104,190.      485,570.      MT  (+/- 180 meters Scaled)
 JX0338
 JX0338                          SUPERSEDED SURVEY CONTROL
 JX0338
 JX0338  NGVD 29 (??/??/92)  217.981  (m)          715.16   (f) ADJ UNCH    2 0
 JX0338
 JX0338.Superseded values are not recommended for survey control.
 JX0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0338.See file dsdata.txt to determine how the superseded data were derived.
 JX0338
 JX0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND147646(NAD 83)
 JX0338_MARKER: DB = BENCH MARK DISK
 JX0338_SETTING: 66 = SET IN ROCK OUTCROP
 JX0338_SP_SET: LEDGE
 JX0338_STAMPING: H 135 1957
 JX0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0338+STABILITY: POSITION/ELEVATION WELL
 JX0338
 JX0338  HISTORY     - Date     Condition        Report By
 JX0338  HISTORY     - 1957     MONUMENTED       CGS
 JX0338
 JX0338                          STATION DESCRIPTION
 JX0338
 JX0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0338'AT TYLER.
 JX0338'AT TYLER, ABOUT 110 YARDS WEST-SOUTHWEST OF CENTER OF JUNCTION
 JX0338'OF STATE HIGHWAYS 18 AND 23, IN THE TOP OF LEDGE OF A PROMINENT
 JX0338'ROCK CLIFF, 284 FEET WEST-NORTHWEST OF CENTER LINE OF HIGHWAY 18,
 JX0338'278 FEET NORTHWEST OF NORTHWEST END OF NORTHEAST ABUTMENT OF
 JX0338'HIGHWAY BRIDGE OVER MC ELROY CREEK, 4 3/4 FEET WEST-NORTHWEST
 JX0338'AND 2 1/2 FEET BELOW A 12-INCH TRIANGLE CHISELED IN FACE OF
 JX0338'LEDGE AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1985 ***********************************************************************
 HW1985  DESIGNATION -  H 135
 HW1985  PID         -  HW1985
 HW1985  STATE/COUNTY-  WV/RANDOLPH
 HW1985  USGS QUAD   -  SNYDER KNOB (1995)
 HW1985
 HW1985                         *CURRENT SURVEY CONTROL
 HW1985  ___________________________________________________________________
 HW1985* NAD 83(1986)-  38 37 16.     (N)    079 52 49.     (W)     SCALED    
 HW1985* NAVD 88     -      1203.877  (meters)    3949.72   (feet)  ADJUSTED  
 HW1985  ___________________________________________________________________
 HW1985  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HW1985  DYNAMIC HT  -        1202.891 (meters)    3946.48  (feet)  COMP
 HW1985  MODELED GRAV-     979,765.9   (mgal)                       NAVD 88
 HW1985
 HW1985  VERT ORDER  -  SECOND    CLASS 0
 HW1985
 HW1985.The horizontal coordinates were scaled from a topographic map and have
 HW1985.an estimated accuracy of +/- 6 seconds.
 HW1985
 HW1985.The orthometric height was determined by differential leveling
 HW1985.and adjusted by the National Geodetic Survey in June 1991..
 HW1985
 HW1985.The geoid height was determined by GEOID03.
 HW1985
 HW1985.The dynamic height is computed by dividing the NAVD 88
 HW1985.geopotential number by the normal gravity value computed on the
 HW1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1985.degrees latitude (g = 980.6199 gals.).
 HW1985
 HW1985.The modeled gravity was interpolated from observed gravity values.
 HW1985
 HW1985;                    North         East    Units  Estimated Accuracy
 HW1985;SPC WV S     -   180,520.      697,510.      MT  (+/- 180 meters Scaled)
 HW1985
 HW1985                          SUPERSEDED SURVEY CONTROL
 HW1985
 HW1985  NGVD 29 (??/??/92) 1203.95   (m)         3950.0    (f) COMPUTED    2 0
 HW1985
 HW1985.Superseded values are not recommended for survey control.
 HW1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1985.See file dsdata.txt to determine how the superseded data were derived.
 HW1985
 HW1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC974753(NAD 83)
 HW1985_MARKER: DD = SURVEY DISK
 HW1985_SETTING: 80 = SET IN A BOULDER
 HW1985_STAMPING: H 135 1921
 HW1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1985+STABILITY: SURFACE MOTION
 HW1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW1985+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2004
 HW1985
 HW1985  HISTORY     - Date     Condition        Report By
 HW1985  HISTORY     - 1921     MONUMENTED       USGS
 HW1985  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1985  HISTORY     - 20041108 GOOD             INDIV
 HW1985
 HW1985                          STATION DESCRIPTION
 HW1985
 HW1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1985'11.4 MI SE FROM HUTTONSVILLE.
 HW1985'11.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM HUTTONSVILLE,
 HW1985'1.2 MILES WEST OF THE POST OFFICE AT CHEAT BRIDGE, AT THE SUMMIT
 HW1985'OF CHEAT MOUNTAIN, 25 YARDS SOUTH OF THE CENTERLINE OF THE
 HW1985'HIGHWAY, 2 YARDS WEST OF A SNOW FENCE, AND IN THE TOP OF A
 HW1985'LARGE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HW1985'DISK STAMPED H 135 1921.
 HW1985
 HW1985                          STATION RECOVERY (2004)
 HW1985
 HW1985'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRI)
 HW1985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0427 ***********************************************************************
 JX0427  DESIGNATION -  H 137
 JX0427  PID         -  JX0427
 JX0427  STATE/COUNTY-  WV/TYLER
 JX0427  USGS QUAD   -  SHIRLEY (1989)
 JX0427
 JX0427                         *CURRENT SURVEY CONTROL
 JX0427  ___________________________________________________________________
 JX0427* NAD 83(1986)-  39 28 01.     (N)    080 47 13.     (W)     SCALED    
 JX0427* NAVD 88     -       237.940  (meters)     780.64   (feet)  ADJUSTED  
 JX0427  ___________________________________________________________________
 JX0427  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JX0427  DYNAMIC HT  -         237.799 (meters)     780.18  (feet)  COMP
 JX0427  MODELED GRAV-     980,030.1   (mgal)                       NAVD 88
 JX0427
 JX0427  VERT ORDER  -  SECOND    CLASS 0
 JX0427
 JX0427.The horizontal coordinates were scaled from a topographic map and have
 JX0427.an estimated accuracy of +/- 6 seconds.
 JX0427
 JX0427.The orthometric height was determined by differential leveling
 JX0427.and adjusted by the National Geodetic Survey in June 1991..
 JX0427
 JX0427.The geoid height was determined by GEOID03.
 JX0427
 JX0427.The dynamic height is computed by dividing the NAVD 88
 JX0427.geopotential number by the normal gravity value computed on the
 JX0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0427.degrees latitude (g = 980.6199 gals.).
 JX0427
 JX0427.The modeled gravity was interpolated from observed gravity values.
 JX0427
 JX0427;                    North         East    Units  Estimated Accuracy
 JX0427;SPC WV N     -   108,140.      489,260.      MT  (+/- 180 meters Scaled)
 JX0427
 JX0427                          SUPERSEDED SURVEY CONTROL
 JX0427
 JX0427  NGVD 29 (??/??/92)  238.101  (m)          781.17   (f) ADJ UNCH    2 0
 JX0427
 JX0427.Superseded values are not recommended for survey control.
 JX0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0427.See file dsdata.txt to determine how the superseded data were derived.
 JX0427
 JX0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND183686(NAD 83)
 JX0427_MARKER: DB = BENCH MARK DISK
 JX0427_SETTING: 66 = SET IN ROCK OUTCROP
 JX0427_SP_SET: CUT
 JX0427_STAMPING: H 137 1957
 JX0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0427+STABILITY: POSITION/ELEVATION WELL
 JX0427
 JX0427  HISTORY     - Date     Condition        Report By
 JX0427  HISTORY     - 1957     MONUMENTED       CGS
 JX0427
 JX0427                          STATION DESCRIPTION
 JX0427
 JX0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0427'3.4 MI NE FROM BLUE.
 JX0427'ABOUT 1.0 MILE EAST ALONG INDIAN CREEK ROAD FROM THE JUNCTION OF
 JX0427'STATE HIGHWAY 18 AT BLUE, THENCE ABOUT 2.45 MILES NORTHEAST ALONG
 JX0427'BIG RUN ROAD, ABOUT 0.25 MILE NORTHEAST OF A CHURCH AND CEMETERY,
 JX0427'17 FEET SOUTHEAST OF CENTER LINE OF ROAD, 317 FEET NORTHEAST OF
 JX0427'CENTER OF SOUTHEAST END OF A WOODEN BRIDGE UNDER A TRAIL LEADING
 JX0427'NORTHWEST INTO A HOLLOW, SET VERTICALLY IN THE NORTHWEST FACE OF
 JX0427'AN 8-FOOT HIGH LAYERED ROCK CUT AND ABOUT 5 FEET ABOVE LEVEL OF
 JX0427'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0487 ***********************************************************************
 JX0487  DESIGNATION -  H 138
 JX0487  PID         -  JX0487
 JX0487  STATE/COUNTY-  WV/MARSHALL
 JX0487  USGS QUAD   -  POWHATAN POINT (1984)
 JX0487
 JX0487                         *CURRENT SURVEY CONTROL
 JX0487  ___________________________________________________________________
 JX0487* NAD 83(1986)-  39 51 35.     (N)    080 47 35.     (W)     SCALED    
 JX0487* NAVD 88     -       194.640  (meters)     638.58   (feet)  ADJUSTED  
 JX0487  ___________________________________________________________________
 JX0487  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX0487  DYNAMIC HT  -         194.531 (meters)     638.22  (feet)  COMP
 JX0487  MODELED GRAV-     980,065.8   (mgal)                       NAVD 88
 JX0487
 JX0487  VERT ORDER  -  FIRST     CLASS II
 JX0487
 JX0487.The horizontal coordinates were scaled from a topographic map and have
 JX0487.an estimated accuracy of +/- 6 seconds.
 JX0487
 JX0487.The orthometric height was determined by differential leveling
 JX0487.and adjusted by the National Geodetic Survey in June 1991..
 JX0487
 JX0487.The geoid height was determined by GEOID03.
 JX0487
 JX0487.The dynamic height is computed by dividing the NAVD 88
 JX0487.geopotential number by the normal gravity value computed on the
 JX0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0487.degrees latitude (g = 980.6199 gals.).
 JX0487
 JX0487.The modeled gravity was interpolated from observed gravity values.
 JX0487
 JX0487;                    North         East    Units  Estimated Accuracy
 JX0487;SPC WV N     -   151,750.      489,370.      MT  (+/- 180 meters Scaled)
 JX0487
 JX0487                          SUPERSEDED SURVEY CONTROL
 JX0487
 JX0487  NGVD 29 (??/??/92)  194.782  (m)          639.05   (f) ADJ UNCH    1 2
 JX0487
 JX0487.Superseded values are not recommended for survey control.
 JX0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0487.See file dsdata.txt to determine how the superseded data were derived.
 JX0487
 JX0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE177122(NAD 83)
 JX0487_MARKER: DB = BENCH MARK DISK
 JX0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0487_SP_SET: BRIDGE
 JX0487_STAMPING: H 138 1957
 JX0487_MARK LOGO: CGS   
 JX0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0487
 JX0487  HISTORY     - Date     Condition        Report By
 JX0487  HISTORY     - 1957     MONUMENTED       CGS
 JX0487  HISTORY     - 1983     GOOD             NGS
 JX0487
 JX0487                          STATION DESCRIPTION
 JX0487
 JX0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0487'4.5 MI N FROM WOODLANDS.
 JX0487'ABOUT 4.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0487'THE BRIDGE OVER FISH CREEK AT WOODLANDS, NEAR MILEAGE POLE NO.
 JX0487'18+26, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT
 JX0487'OF RAILROAD BRIDGE NO. 187 OVER HOG RUN, 11 FEET NORTHWEST
 JX0487'OF NORTHWEST RAIL, 1 FOOT SOUTHEAST OF NORTHWEST END OF ABUTMENT
 JX0487'AND 5 1/2 FEET BELOW LEVEL OF TRACK.
 JX0487
 JX0487                          STATION RECOVERY (1983)
 JX0487
 JX0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1963 ***********************************************************************
 HW1963  DESIGNATION -  H 139
 HW1963  PID         -  HW1963
 HW1963  STATE/COUNTY-  WV/RANDOLPH
 HW1963  USGS QUAD   -  MILL CREEK (1995)
 HW1963
 HW1963                         *CURRENT SURVEY CONTROL
 HW1963  ___________________________________________________________________
 HW1963* NAD 83(1986)-  38 41 46.     (N)    079 58 31.     (W)     SCALED    
 HW1963* NAVD 88     -       628.107  (meters)    2060.71   (feet)  ADJUSTED  
 HW1963  ___________________________________________________________________
 HW1963  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HW1963  DYNAMIC HT  -         627.642 (meters)    2059.19  (feet)  COMP
 HW1963  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 HW1963
 HW1963  VERT ORDER  -  SECOND    CLASS 0
 HW1963
 HW1963.The horizontal coordinates were scaled from a topographic map and have
 HW1963.an estimated accuracy of +/- 6 seconds.
 HW1963
 HW1963.The orthometric height was determined by differential leveling
 HW1963.and adjusted by the National Geodetic Survey in June 1991..
 HW1963
 HW1963.The geoid height was determined by GEOID03.
 HW1963
 HW1963.The dynamic height is computed by dividing the NAVD 88
 HW1963.geopotential number by the normal gravity value computed on the
 HW1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1963.degrees latitude (g = 980.6199 gals.).
 HW1963
 HW1963.The modeled gravity was interpolated from observed gravity values.
 HW1963
 HW1963;                    North         East    Units  Estimated Accuracy
 HW1963;SPC WV S     -   188,750.      689,140.      MT  (+/- 180 meters Scaled)
 HW1963
 HW1963                          SUPERSEDED SURVEY CONTROL
 HW1963
 HW1963  NGVD 29 (??/??/92)  628.26   (m)         2061.2    (f) COMPUTED    2 0
 HW1963
 HW1963.Superseded values are not recommended for survey control.
 HW1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1963.See file dsdata.txt to determine how the superseded data were derived.
 HW1963
 HW1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC891835(NAD 83)
 HW1963_MARKER: DD = SURVEY DISK
 HW1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1963_STAMPING: 2060 H 139 1921
 HW1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1963+STABILITY: SURFACE MOTION
 HW1963
 HW1963  HISTORY     - Date     Condition        Report By
 HW1963  HISTORY     - 1921     MONUMENTED       USGS
 HW1963  HISTORY     - 1962     GOOD             NGS
 HW1963
 HW1963                          STATION DESCRIPTION
 HW1963
 HW1963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1963'1.2 MI SE FROM HUTTONSVILLE.
 HW1963'1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM HUTTONSVILLE,
 HW1963'0.1 MILE SOUTH OF A WHITE HOUSE, 11 YARDS SOUTH OF A 20-INCH
 HW1963'MAPLE TREE, 8 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, 2
 HW1963'YARDS EAST OF A FENCE, AT A GATE LEADING TO A PASTURE.  A U.S.
 HW1963'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2060 H 139 1921 AND SET
 HW1963'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0650 ***********************************************************************
 JX0650  DESIGNATION -  H 139
 JX0650  PID         -  JX0650
 JX0650  STATE/COUNTY-  WV/WETZEL
 JX0650  USGS QUAD   -  PORTERS FALLS (1976)
 JX0650
 JX0650                         *CURRENT SURVEY CONTROL
 JX0650  ___________________________________________________________________
 JX0650* NAD 83(1986)-  39 33 17.     (N)    080 49 17.     (W)     SCALED    
 JX0650* NAVD 88     -       347.271  (meters)    1139.34   (feet)  ADJUSTED  
 JX0650  ___________________________________________________________________
 JX0650  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JX0650  DYNAMIC HT  -         347.071 (meters)    1138.68  (feet)  COMP
 JX0650  MODELED GRAV-     980,039.4   (mgal)                       NAVD 88
 JX0650
 JX0650  VERT ORDER  -  SECOND    CLASS 0
 JX0650
 JX0650.The horizontal coordinates were scaled from a topographic map and have
 JX0650.an estimated accuracy of +/- 6 seconds.
 JX0650
 JX0650.The orthometric height was determined by differential leveling
 JX0650.and adjusted by the National Geodetic Survey in June 1991..
 JX0650
 JX0650.The geoid height was determined by GEOID03.
 JX0650
 JX0650.The dynamic height is computed by dividing the NAVD 88
 JX0650.geopotential number by the normal gravity value computed on the
 JX0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0650.degrees latitude (g = 980.6199 gals.).
 JX0650
 JX0650.The modeled gravity was interpolated from observed gravity values.
 JX0650
 JX0650;                    North         East    Units  Estimated Accuracy
 JX0650;SPC WV N     -   117,930.      486,440.      MT  (+/- 180 meters Scaled)
 JX0650
 JX0650                          SUPERSEDED SURVEY CONTROL
 JX0650
 JX0650  NGVD 29 (??/??/92)  347.435  (m)         1139.88   (f) ADJ UNCH    2 0
 JX0650
 JX0650.Superseded values are not recommended for survey control.
 JX0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0650.See file dsdata.txt to determine how the superseded data were derived.
 JX0650
 JX0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND153783(NAD 83)
 JX0650_MARKER: DB = BENCH MARK DISK
 JX0650_SETTING: 66 = SET IN ROCK OUTCROP
 JX0650_SP_SET: ROCK PROJECTION
 JX0650_STAMPING: H 139 1957
 JX0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0650+STABILITY: POSITION/ELEVATION WELL
 JX0650
 JX0650  HISTORY     - Date     Condition        Report By
 JX0650  HISTORY     - 1957     MONUMENTED       CGS
 JX0650
 JX0650                          STATION DESCRIPTION
 JX0650
 JX0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0650'3.1 MI S FROM MINNIE.
 JX0650'ABOUT 1.7 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 JX0650'BALTIMORE AND OHIO RAILROAD AT MINNIE, THENCE ABOUT 1.4 MILES
 JX0650'SOUTH ALONG AN OLD ABANDONED ROAD, AT THE JUNCTION OF A ROAD
 JX0650'WHICH FOLLOWS THE WETZEL-TYLER COUNTY LINE AND AT THE JUNCTION
 JX0650'OF A ROAD SOUTHEAST, SET VERTICALLY IN THE WEST FACE OF A
 JX0650'PROJECTION OF ROCK THAT IS PART OF A HIGH BANK ON EAST SIDE OF
 JX0650'OLD ROAD, 45 FEET NORTH OF CENTER OF JUNCTION OF OLD ROAD AND THE
 JX0650'COUNTY LINE ROAD, 9 FEET EAST OF CENTER LINE OF OLD ROAD NORTH
 JX0650'AND ABOUT 2 FEET ABOVE LEVEL OF OLD ROAD.  NOTE-- TO DRIVE TO MARK
 JX0650'FROM NEW MARTINSVILLE GO ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY
 JX0650'2 FROM THE HIGHWAY BRIDGE OVER FISHING CREEK, THENCE ABOUT 1.4
 JX0650'MILES EAST AND SOUTHEAST ALONG A BLACK TOP ROAD, THENCE ABOUT
 JX0650'6.3 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1841 ***********************************************************************
 HX1841  DESIGNATION -  H 14
 HX1841  PID         -  HX1841
 HX1841  STATE/COUNTY-  WV/NICHOLAS
 HX1841  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1841
 HX1841                         *CURRENT SURVEY CONTROL
 HX1841  ___________________________________________________________________
 HX1841* NAD 83(1986)-  38 13 49.     (N)    081 11 35.     (W)     SCALED    
 HX1841* NAVD 88     -       215.664  (meters)     707.56   (feet)  ADJUSTED  
 HX1841  ___________________________________________________________________
 HX1841  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HX1841  DYNAMIC HT  -         215.511 (meters)     707.06  (feet)  COMP
 HX1841  MODELED GRAV-     979,915.8   (mgal)                       NAVD 88
 HX1841
 HX1841  VERT ORDER  -  SECOND    CLASS 0
 HX1841
 HX1841.The horizontal coordinates were scaled from a topographic map and have
 HX1841.an estimated accuracy of +/- 6 seconds.
 HX1841
 HX1841.The orthometric height was determined by differential leveling
 HX1841.and adjusted by the National Geodetic Survey in June 1991..
 HX1841
 HX1841.The geoid height was determined by GEOID03.
 HX1841
 HX1841.The dynamic height is computed by dividing the NAVD 88
 HX1841.geopotential number by the normal gravity value computed on the
 HX1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1841.degrees latitude (g = 980.6199 gals.).
 HX1841
 HX1841.The modeled gravity was interpolated from observed gravity values.
 HX1841
 HX1841;                    North         East    Units  Estimated Accuracy
 HX1841;SPC WV S     -   136,560.      583,100.      MT  (+/- 180 meters Scaled)
 HX1841
 HX1841                          SUPERSEDED SURVEY CONTROL
 HX1841
 HX1841  NGVD 29 (??/??/92)  215.849  (m)          708.16   (f) ADJ UNCH    2 0
 HX1841
 HX1841.Superseded values are not recommended for survey control.
 HX1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1841.See file dsdata.txt to determine how the superseded data were derived.
 HX1841
 HX1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC831313(NAD 83)
 HX1841_MARKER: DB = BENCH MARK DISK
 HX1841_SETTING: 66 = SET IN ROCK OUTCROP
 HX1841_SP_SET: ROCK LEDGE
 HX1841_STAMPING: H 14 1934
 HX1841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1841+STABILITY: POSITION/ELEVATION WELL
 HX1841
 HX1841  HISTORY     - Date     Condition        Report By
 HX1841  HISTORY     - 1934     MONUMENTED       CGS
 HX1841  HISTORY     - 1961     GOOD             NGS
 HX1841
 HX1841                          STATION DESCRIPTION
 HX1841
 HX1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1841'0.2 MI N FROM BELVA.
 HX1841'ABOUT 0.1 MILE NORTHEAST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX1841'OF STATE HIGHWAY 16, THENCE 0.1 MILE NORTHWEST ALONG THE
 HX1841'CHESAPEAKE AND OHIO RAILWAY, 17 YARDS NORTHWEST OF THE SWITCH
 HX1841'STAND AT BELVA SIDING, NEAR A BLACK TOP ROAD CROSSING, ON THE
 HX1841'TOP OF A ROCK LEDGE AT A LARGE ROCK CUT, 7 FEET NORTHEAST OF THE
 HX1841'NORTHEAST RAIL OF THE MAIN TRACK, 18 FEET NORTH OF THE CENTER
 HX1841'LINE OF THE ROAD CROSSING, 24 FEET NORTHWEST OF THE SOUTHEAST
 HX1841'END OF THE CUT AND ABOUT LEVEL WITH THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0350 ***********************************************************************
 JW0350  DESIGNATION -  H 14
 JW0350  PID         -  JW0350
 JW0350  STATE/COUNTY-  WV/HAMPSHIRE
 JW0350  USGS QUAD   -  AUGUSTA (1979)
 JW0350
 JW0350                         *CURRENT SURVEY CONTROL
 JW0350  ___________________________________________________________________
 JW0350* NAD 83(1986)-  39 19 46.     (N)    078 42 23.     (W)     SCALED    
 JW0350* NAVD 88     -       446.058  (meters)    1463.44   (feet)  ADJUSTED  
 JW0350  ___________________________________________________________________
 JW0350  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JW0350  DYNAMIC HT  -         445.770 (meters)    1462.50  (feet)  COMP
 JW0350  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 JW0350
 JW0350  VERT ORDER  -  SECOND    CLASS 0
 JW0350
 JW0350.The horizontal coordinates were scaled from a topographic map and have
 JW0350.an estimated accuracy of +/- 6 seconds.
 JW0350
 JW0350.The orthometric height was determined by differential leveling
 JW0350.and adjusted by the National Geodetic Survey in June 1991..
 JW0350
 JW0350.The geoid height was determined by GEOID03.
 JW0350
 JW0350.The dynamic height is computed by dividing the NAVD 88
 JW0350.geopotential number by the normal gravity value computed on the
 JW0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0350.degrees latitude (g = 980.6199 gals.).
 JW0350
 JW0350.The modeled gravity was interpolated from observed gravity values.
 JW0350
 JW0350;                    North         East    Units  Estimated Accuracy
 JW0350;SPC WV N     -    92,380.      668,420.      MT  (+/- 180 meters Scaled)
 JW0350
 JW0350                          SUPERSEDED SURVEY CONTROL
 JW0350
 JW0350  NGVD 29 (??/??/92)  446.219  (m)         1463.97   (f) ADJ UNCH    2 0
 JW0350
 JW0350.Superseded values are not recommended for survey control.
 JW0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0350.See file dsdata.txt to determine how the superseded data were derived.
 JW0350
 JW0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD976558(NAD 83)
 JW0350_MARKER: DD = SURVEY DISK
 JW0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0350_SP_SET: BUILDING
 JW0350_STAMPING: H 14 1921
 JW0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0350
 JW0350  HISTORY     - Date     Condition        Report By
 JW0350  HISTORY     - 1921     MONUMENTED       USGS
 JW0350  HISTORY     - 1934     GOOD             NGS
 JW0350  HISTORY     - 1970     GOOD             LOCENG
 JW0350
 JW0350                          STATION DESCRIPTION
 JW0350
 JW0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0350'3.2 MI E FROM ROMNEY.
 JW0350'ABOUT 3.2 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JW0350'AT ROMNEY, HAMPSHIRE COUNTY, DIRECTLY ACROSS THE HIGHWAY FROM
 JW0350'EBENEZER CEMETERY, IN THE NORTH FACE OF THE CONCRETE FOUNDATION
 JW0350'OF AN APPLE WAREHOUSE, ABOUT 8 YARDS SOUTH OF THE CENTER LINE
 JW0350'OF THE HIGHWAY, AND 2 FEET ABOVE THE GROUND.  A UNITED STATES
 JW0350'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 14 1921 AND SET
 JW0350'VERTICALLY.
 JW0350
 JW0350                          STATION RECOVERY (1970)
 JW0350
 JW0350'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 JW0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0331 ***********************************************************************
 JX0331  DESIGNATION -  H 140
 JX0331  PID         -  JX0331
 JX0331  STATE/COUNTY-  WV/TYLER
 JX0331  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0331
 JX0331                         *CURRENT SURVEY CONTROL
 JX0331  ___________________________________________________________________
 JX0331* NAD 83(1986)-  39 28 55.     (N)    080 52 42.     (W)     SCALED    
 JX0331* NAVD 88     -       211.458  (meters)     693.76   (feet)  ADJUSTED  
 JX0331  ___________________________________________________________________
 JX0331  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JX0331  DYNAMIC HT  -         211.331 (meters)     693.34  (feet)  COMP
 JX0331  MODELED GRAV-     980,021.5   (mgal)                       NAVD 88
 JX0331
 JX0331  VERT ORDER  -  SECOND    CLASS 0
 JX0331
 JX0331.The horizontal coordinates were scaled from a topographic map and have
 JX0331.an estimated accuracy of +/- 6 seconds.
 JX0331
 JX0331.The orthometric height was determined by differential leveling
 JX0331.and adjusted by the National Geodetic Survey in June 1991..
 JX0331
 JX0331.The geoid height was determined by GEOID03.
 JX0331
 JX0331.The dynamic height is computed by dividing the NAVD 88
 JX0331.geopotential number by the normal gravity value computed on the
 JX0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0331.degrees latitude (g = 980.6199 gals.).
 JX0331
 JX0331.The modeled gravity was interpolated from observed gravity values.
 JX0331
 JX0331;                    North         East    Units  Estimated Accuracy
 JX0331;SPC WV N     -   109,920.      481,430.      MT  (+/- 180 meters Scaled)
 JX0331
 JX0331                          SUPERSEDED SURVEY CONTROL
 JX0331
 JX0331  NGVD 29 (??/??/92)  211.621  (m)          694.29   (f) ADJ UNCH    2 0
 JX0331
 JX0331.Superseded values are not recommended for survey control.
 JX0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0331.See file dsdata.txt to determine how the superseded data were derived.
 JX0331
 JX0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND104702(NAD 83)
 JX0331_MARKER: DB = BENCH MARK DISK
 JX0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0331_SP_SET: CULVERT
 JX0331_STAMPING: H 140 1957
 JX0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0331
 JX0331  HISTORY     - Date     Condition        Report By
 JX0331  HISTORY     - 1957     MONUMENTED       CGS
 JX0331
 JX0331                          STATION DESCRIPTION
 JX0331
 JX0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0331'2.2 MI SE FROM MIDDLEBOURNE.
 JX0331'ABOUT 2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE COURT
 JX0331'HOUSE AT MIDDLEBOURNE, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 JX0331'EXTENDING SOUTHEAST AND SOUTHWEST, IN THE TOP OF THE EAST END
 JX0331'OF THE SOUTH HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER
 JX0331'OLD HIGHWAY GRADE, 45 FEET NORTH OF CENTER LINE OF PRESENT
 JX0331'HIGHWAY, 12 FEET SOUTH OF CENTER LINE OF OLD HIGHWAY AND ABOUT
 JX0331'2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0304 ***********************************************************************
 JX0304  DESIGNATION -  H 141
 JX0304  PID         -  JX0304
 JX0304  STATE/COUNTY-  WV/TYLER
 JX0304  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0304
 JX0304                         *CURRENT SURVEY CONTROL
 JX0304  ___________________________________________________________________
 JX0304* NAD 83(1986)-  39 23 10.     (N)    080 58 15.     (W)     SCALED    
 JX0304* NAVD 88     -       274.168  (meters)     899.50   (feet)  ADJUSTED  
 JX0304  ___________________________________________________________________
 JX0304  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JX0304  DYNAMIC HT  -         274.002 (meters)     898.95  (feet)  COMP
 JX0304  MODELED GRAV-     980,013.3   (mgal)                       NAVD 88
 JX0304
 JX0304  VERT ORDER  -  SECOND    CLASS 0
 JX0304
 JX0304.The horizontal coordinates were scaled from a topographic map and have
 JX0304.an estimated accuracy of +/- 6 seconds.
 JX0304
 JX0304.The orthometric height was determined by differential leveling
 JX0304.and adjusted by the National Geodetic Survey in June 1991..
 JX0304
 JX0304.The geoid height was determined by GEOID03.
 JX0304
 JX0304.The dynamic height is computed by dividing the NAVD 88
 JX0304.geopotential number by the normal gravity value computed on the
 JX0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0304.degrees latitude (g = 980.6199 gals.).
 JX0304
 JX0304.The modeled gravity was interpolated from observed gravity values.
 JX0304
 JX0304;                    North         East    Units  Estimated Accuracy
 JX0304;SPC WV N     -    99,410.      473,290.      MT  (+/- 180 meters Scaled)
 JX0304
 JX0304                          SUPERSEDED SURVEY CONTROL
 JX0304
 JX0304  NGVD 29 (??/??/92)  274.338  (m)          900.06   (f) ADJ UNCH    2 0
 JX0304
 JX0304.Superseded values are not recommended for survey control.
 JX0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0304.See file dsdata.txt to determine how the superseded data were derived.
 JX0304
 JX0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND025596(NAD 83)
 JX0304_MARKER: DB = BENCH MARK DISK
 JX0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0304_SP_SET: CULVERT
 JX0304_STAMPING: H 141 1957
 JX0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0304
 JX0304  HISTORY     - Date     Condition        Report By
 JX0304  HISTORY     - 1957     MONUMENTED       CGS
 JX0304
 JX0304                          STATION DESCRIPTION
 JX0304
 JX0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0304'2.8 MI SE FROM WICK.
 JX0304'ABOUT 2.75 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD LEADING
 JX0304'TO MC KIM FROM THE POST OFFICE AT WICK, ABOUT 0.75 MILE NORTHWEST
 JX0304'OF MC KIM, SET IN THE TOP OF AN OUTCROPPING ROCK LEDGE, 54 FEET
 JX0304'SOUTHWEST OF CENTER LINE OF ROAD, 52 FEET WEST-NORTHWEST OF
 JX0304'NORTHWEST CORNER OF A 2-STORY FRAME HOUSE, 42 FEET SOUTHWEST
 JX0304'OF SOUTHEAST END OF SOUTHWEST HEAD WALL OF AN 8-FOOT CONCRETE
 JX0304'BOX CULVERT UNDER ROAD, 14 FEET NORTHEAST AND ABOUT 1/2 FOOT
 JX0304'BELOW A 12-INCH TRIANGLE CHISELED IN FACE OF ROCK AND 3 1/2 FEET
 JX0304'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0346 ***********************************************************************
 JX0346  DESIGNATION -  H 142
 JX0346  PID         -  JX0346
 JX0346  STATE/COUNTY-  WV/TYLER
 JX0346  USGS QUAD   -  WEST UNION (1987)
 JX0346
 JX0346                         *CURRENT SURVEY CONTROL
 JX0346  ___________________________________________________________________
 JX0346* NAD 83(1986)-  39 21 14.     (N)    080 49 54.     (W)     SCALED    
 JX0346* NAVD 88     -       225.273  (meters)     739.08   (feet)  ADJUSTED  
 JX0346  ___________________________________________________________________
 JX0346  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JX0346  DYNAMIC HT  -         225.135 (meters)     738.63  (feet)  COMP
 JX0346  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 JX0346
 JX0346  VERT ORDER  -  SECOND    CLASS 0
 JX0346
 JX0346.The horizontal coordinates were scaled from a topographic map and have
 JX0346.an estimated accuracy of +/- 6 seconds.
 JX0346
 JX0346.The orthometric height was determined by differential leveling
 JX0346.and adjusted by the National Geodetic Survey in June 1991..
 JX0346
 JX0346.The geoid height was determined by GEOID03.
 JX0346
 JX0346.The dynamic height is computed by dividing the NAVD 88
 JX0346.geopotential number by the normal gravity value computed on the
 JX0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0346.degrees latitude (g = 980.6199 gals.).
 JX0346
 JX0346.The modeled gravity was interpolated from observed gravity values.
 JX0346
 JX0346;                    North         East    Units  Estimated Accuracy
 JX0346;SPC WV N     -    95,650.      485,230.      MT  (+/- 180 meters Scaled)
 JX0346
 JX0346                          SUPERSEDED SURVEY CONTROL
 JX0346
 JX0346  NGVD 29 (??/??/92)  225.437  (m)          739.62   (f) ADJ UNCH    2 0
 JX0346
 JX0346.Superseded values are not recommended for survey control.
 JX0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0346.See file dsdata.txt to determine how the superseded data were derived.
 JX0346
 JX0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND145560(NAD 83)
 JX0346_MARKER: DB = BENCH MARK DISK
 JX0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0346_SP_SET: OUTCROP
 JX0346_STAMPING: H 142 1957
 JX0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0346
 JX0346  HISTORY     - Date     Condition        Report By
 JX0346  HISTORY     - 1957     MONUMENTED       CGS
 JX0346
 JX0346                          STATION DESCRIPTION
 JX0346
 JX0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0346'8.9 MI S FROM TYLER.
 JX0346'ABOUT 8.9 MILES SOUTHWEST AND SOUTHEAST ALONG STATE HIGHWAY
 JX0346'18 FROM THE JUNCTION OF STATE HIGHWAY 23 AT TYLER, ABOUT 0.6
 JX0346'MILE NORTHWEST OF JUNCTION OF DEEP VALLEY ROAD, IN THE TOP
 JX0346'OF OUTCROPPING BED ROCK, 24 1/2 FEET NORTHEAST OF CENTER LINE
 JX0346'OF HIGHWAY, 110 FEET SOUTHEAST OF NORTHEAST END OF A 24-INCH
 JX0346'METAL PIPE CULVERT, 113 FEET NORTHWEST OF NORTHEAST END OF
 JX0346'ANOTHER 24-INCH METAL PIPE CULVERT, 2 1/2 FEET SOUTH-SOUTHEAST
 JX0346'AND 1/2 FOOT ABOVE A 12-INCH TRIANGLE CHISELED IN FACE OF
 JX0346'OUTCROP AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.  NOTE-- MARK
 JX0346'IS ABOUT 8.9 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE
 JX0346'JUNCTION OF U.S. HIGHWAY 50 AT WEST UNION, DODDRIDGE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2143 ***********************************************************************
 HW2143  DESIGNATION -  H 142
 HW2143  PID         -  HW2143
 HW2143  STATE/COUNTY-  WV/RANDOLPH
 HW2143  USGS QUAD   -  SNYDER KNOB (1995)
 HW2143
 HW2143                         *CURRENT SURVEY CONTROL
 HW2143  ___________________________________________________________________
 HW2143* NAD 83(1986)-  38 31 28.     (N)    079 56 15.     (W)     SCALED    
 HW2143* NAVD 88     -      1129.649  (meters)    3706.19   (feet)  ADJUSTED  
 HW2143  ___________________________________________________________________
 HW2143  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 HW2143  DYNAMIC HT  -        1128.740 (meters)    3703.21  (feet)  COMP
 HW2143  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 HW2143
 HW2143  VERT ORDER  -  SECOND    CLASS 0
 HW2143
 HW2143.The horizontal coordinates were scaled from a topographic map and have
 HW2143.an estimated accuracy of +/- 6 seconds.
 HW2143
 HW2143.The orthometric height was determined by differential leveling
 HW2143.and adjusted by the National Geodetic Survey in June 1991..
 HW2143
 HW2143.The geoid height was determined by GEOID03.
 HW2143
 HW2143.The dynamic height is computed by dividing the NAVD 88
 HW2143.geopotential number by the normal gravity value computed on the
 HW2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2143.degrees latitude (g = 980.6199 gals.).
 HW2143
 HW2143.The modeled gravity was interpolated from observed gravity values.
 HW2143
 HW2143;                    North         East    Units  Estimated Accuracy
 HW2143;SPC WV S     -   169,730.      692,650.      MT  (+/- 180 meters Scaled)
 HW2143
 HW2143                          SUPERSEDED SURVEY CONTROL
 HW2143
 HW2143  NGVD 29 (??/??/92) 1129.733  (m)         3706.47   (f) ADJ UNCH    2 0
 HW2143
 HW2143.Superseded values are not recommended for survey control.
 HW2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2143.See file dsdata.txt to determine how the superseded data were derived.
 HW2143
 HW2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC926645(NAD 83)
 HW2143_MARKER: DD = SURVEY DISK
 HW2143_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2143_STAMPING: H 142 W VA 1921
 HW2143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2143
 HW2143  HISTORY     - Date     Condition        Report By
 HW2143  HISTORY     - 1921     MONUMENTED       USGS
 HW2143  HISTORY     - 1962     GOOD             NGS
 HW2143
 HW2143                          STATION DESCRIPTION
 HW2143
 HW2143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW2143'9.5 MI SW FROM CHEAT BRIDGE.
 HW2143'ABOUT 9.5 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM
 HW2143'THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE, ON TOP OF A
 HW2143'LARGE ROCK THAT IS 6-BY 10-FOOT LONG, 18 FEET WEST OF THE WEST
 HW2143'RAIL, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0245 ***********************************************************************
 GY0245  DESIGNATION -  H 143
 GY0245  PID         -  GY0245
 GY0245  STATE/COUNTY-  WV/MINGO
 GY0245  USGS QUAD   -  MYRTLE (1976)
 GY0245
 GY0245                         *CURRENT SURVEY CONTROL
 GY0245  ___________________________________________________________________
 GY0245* NAD 83(1986)-  37 46 26.     (N)    082 13 22.     (W)     SCALED    
 GY0245* NAVD 88     -       202.616  (meters)     664.75   (feet)  ADJUSTED  
 GY0245  ___________________________________________________________________
 GY0245  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GY0245  DYNAMIC HT  -         202.467 (meters)     664.26  (feet)  COMP
 GY0245  MODELED GRAV-     979,890.4   (mgal)                       NAVD 88
 GY0245
 GY0245  VERT ORDER  -  SECOND    CLASS 0
 GY0245
 GY0245.The horizontal coordinates were scaled from a topographic map and have
 GY0245.an estimated accuracy of +/- 6 seconds.
 GY0245
 GY0245.The orthometric height was determined by differential leveling
 GY0245.and adjusted by the National Geodetic Survey in June 1991..
 GY0245
 GY0245.The geoid height was determined by GEOID03.
 GY0245
 GY0245.The dynamic height is computed by dividing the NAVD 88
 GY0245.geopotential number by the normal gravity value computed on the
 GY0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0245.degrees latitude (g = 980.6199 gals.).
 GY0245
 GY0245.The modeled gravity was interpolated from observed gravity values.
 GY0245
 GY0245;                    North         East    Units  Estimated Accuracy
 GY0245;SPC WV S     -    86,600.      492,280.      MT  (+/- 180 meters Scaled)
 GY0245
 GY0245                          SUPERSEDED SURVEY CONTROL
 GY0245
 GY0245  NGVD 29 (??/??/92)  202.838  (m)          665.48   (f) ADJ UNCH    2 0
 GY0245
 GY0245.Superseded values are not recommended for survey control.
 GY0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0245.See file dsdata.txt to determine how the superseded data were derived.
 GY0245
 GY0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB923814(NAD 83)
 GY0245_MARKER: DB = BENCH MARK DISK
 GY0245_SETTING: 66 = SET IN ROCK OUTCROP
 GY0245_SP_SET: ROCK CUT
 GY0245_STAMPING: H 143 1957
 GY0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0245+STABILITY: POSITION/ELEVATION WELL
 GY0245
 GY0245  HISTORY     - Date     Condition        Report By
 GY0245  HISTORY     - 1957     MONUMENTED       CGS
 GY0245  HISTORY     - 1970     GOOD             NGS
 GY0245
 GY0245                          STATION DESCRIPTION
 GY0245
 GY0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0245'0.9 MI E FROM BELO.
 GY0245'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 65 FROM THE JUNCTION OF
 GY0245'STATE HIGHWAY 65 S AT BELO, IN THE TOP OF AN OUTCROPPING LEDGE OF
 GY0245'A ROCK CUT, ABOUT 0.1 MILE SOUTHWEST OF A RESTURANT AND SERVICE
 GY0245'STATION OWNED BY SAM STAR, 17 FEET NORTHWEST OF CENTER LINE OF
 GY0245'HIGHWAY, 85 FEET SOUTHWEST OF NORTHEAST END OF ROCK CUT, 3 FEET
 GY0245'EAST AND 4 FEET BELOW A 12-INCH TRIANGLE CHISELED IN FACE OF LEDGE
 GY0245'AND 1 FOOT ABOVE LEVEL OF HIGHWAY.
 GY0245
 GY0245                          STATION RECOVERY (1970)
 GY0245
 GY0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GY0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0231 ***********************************************************************
 GY0231  DESIGNATION -  H 144
 GY0231  PID         -  GY0231
 GY0231  STATE/COUNTY-  WV/LOGAN
 GY0231  USGS QUAD   -  HOLDEN (1989)
 GY0231
 GY0231                         *CURRENT SURVEY CONTROL
 GY0231  ___________________________________________________________________
 GY0231* NAD 83(1986)-  37 49 30.     (N)    082 03 13.     (W)     SCALED    
 GY0231* NAVD 88     -       221.776  (meters)     727.61   (feet)  ADJUSTED  
 GY0231  ___________________________________________________________________
 GY0231  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GY0231  DYNAMIC HT  -         221.613 (meters)     727.08  (feet)  COMP
 GY0231  MODELED GRAV-     979,890.8   (mgal)                       NAVD 88
 GY0231
 GY0231  VERT ORDER  -  SECOND    CLASS 0
 GY0231
 GY0231.The horizontal coordinates were scaled from a topographic map and have
 GY0231.an estimated accuracy of +/- 6 seconds.
 GY0231
 GY0231.The orthometric height was determined by differential leveling
 GY0231.and adjusted by the National Geodetic Survey in June 1991..
 GY0231
 GY0231.The geoid height was determined by GEOID03.
 GY0231
 GY0231.The dynamic height is computed by dividing the NAVD 88
 GY0231.geopotential number by the normal gravity value computed on the
 GY0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0231.degrees latitude (g = 980.6199 gals.).
 GY0231
 GY0231.The modeled gravity was interpolated from observed gravity values.
 GY0231
 GY0231;                    North         East    Units  Estimated Accuracy
 GY0231;SPC WV S     -    92,090.      507,250.      MT  (+/- 180 meters Scaled)
 GY0231
 GY0231                          SUPERSEDED SURVEY CONTROL
 GY0231
 GY0231  NGVD 29 (??/??/92)  221.993  (m)          728.32   (f) ADJ UNCH    2 0
 GY0231
 GY0231.Superseded values are not recommended for survey control.
 GY0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0231.See file dsdata.txt to determine how the superseded data were derived.
 GY0231
 GY0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB072869(NAD 83)
 GY0231_MARKER: DB = BENCH MARK DISK
 GY0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0231_SP_SET: BRIDGE
 GY0231_STAMPING: H 144 1957
 GY0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0231
 GY0231  HISTORY     - Date     Condition        Report By
 GY0231  HISTORY     - 1957     MONUMENTED       CGS
 GY0231
 GY0231                          STATION DESCRIPTION
 GY0231
 GY0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0231'0.6 MI E FROM HOLDEN.
 GY0231'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 65 FROM CENTRAL SCHOOL
 GY0231'AT HOLDEN, IN THE TOP OF WEST CONCRETE ABUTMENT OF A SIDE ROAD
 GY0231'BRIDGE OVER TRACK FORK, 124 FEET SOUTH AND ACROSS STREAM FROM
 GY0231'CENTER LINE OF HIGHWAY, 11 FEET NORTHWEST OF CENTER LINE OF DRIVE
 GY0231'TO ISLAND COAL COMPANY WAREHOUSES, 58 1/2 FEET NORTHEAST OF
 GY0231'NORTHWEST CORNER OF A LARGE QUONSET TYPE BUILDING, AND ABOUT LEVEL
 GY0231'WITH DRIVE WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0202 ***********************************************************************
 GY0202  DESIGNATION -  H 145
 GY0202  PID         -  GY0202
 GY0202  STATE/COUNTY-  WV/MINGO
 GY0202  USGS QUAD   -  MYRTLE (1976)
 GY0202
 GY0202                         *CURRENT SURVEY CONTROL
 GY0202  ___________________________________________________________________
 GY0202* NAD 83(1986)-  37 52 20.     (N)    082 08 57.     (W)     SCALED    
 GY0202* NAVD 88     -       345.802  (meters)    1134.52   (feet)  ADJUSTED  
 GY0202  ___________________________________________________________________
 GY0202  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GY0202  DYNAMIC HT  -         345.547 (meters)    1133.68  (feet)  COMP
 GY0202  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 GY0202
 GY0202  VERT ORDER  -  SECOND    CLASS 0
 GY0202
 GY0202.The horizontal coordinates were scaled from a topographic map and have
 GY0202.an estimated accuracy of +/- 6 seconds.
 GY0202
 GY0202.The orthometric height was determined by differential leveling
 GY0202.and adjusted by the National Geodetic Survey in June 1991..
 GY0202
 GY0202.The geoid height was determined by GEOID03.
 GY0202
 GY0202.The dynamic height is computed by dividing the NAVD 88
 GY0202.geopotential number by the normal gravity value computed on the
 GY0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0202.degrees latitude (g = 980.6199 gals.).
 GY0202
 GY0202.The modeled gravity was interpolated from observed gravity values.
 GY0202
 GY0202;                    North         East    Units  Estimated Accuracy
 GY0202;SPC WV S     -    97,430.      498,900.      MT  (+/- 180 meters Scaled)
 GY0202
 GY0202                          SUPERSEDED SURVEY CONTROL
 GY0202
 GY0202  NGVD 29 (??/??/92)  346.015  (m)         1135.22   (f) ADJ UNCH    2 0
 GY0202
 GY0202.Superseded values are not recommended for survey control.
 GY0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0202.See file dsdata.txt to determine how the superseded data were derived.
 GY0202
 GY0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB989922(NAD 83)
 GY0202_MARKER: DB = BENCH MARK DISK
 GY0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0202_SP_SET: CULVERT
 GY0202_STAMPING: H 145 1957
 GY0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0202
 GY0202  HISTORY     - Date     Condition        Report By
 GY0202  HISTORY     - 1957     MONUMENTED       CGS
 GY0202
 GY0202                          STATION DESCRIPTION
 GY0202
 GY0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0202'2.5 MI E FROM DINGESS.
 GY0202'ABOUT 2.5 MILES EAST ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 GY0202'DINGESS, ABOUT 0.15 MILE SOUTHEAST OF JUNCTION OF A ROAD NORTHEAST,
 GY0202'IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL OF
 GY0202'A 4-FOOT BOX CULVERT, 16 FEET NORTHEAST OF CENTER LINE OF ROAD,
 GY0202'2 FEET NORTHWEST OF SOUTHEAST END OF HEAD WALL AND ABOUT 1 FOOT
 GY0202'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1867 ***********************************************************************
 HW1867  DESIGNATION -  H 146
 HW1867  PID         -  HW1867
 HW1867  STATE/COUNTY-  WV/POCAHONTAS
 HW1867  USGS QUAD   -  CASS (1995)
 HW1867
 HW1867                         *CURRENT SURVEY CONTROL
 HW1867  ___________________________________________________________________
 HW1867* NAD 83(1986)-  38 24 30.     (N)    079 56 32.     (W)     SCALED    
 HW1867* NAVD 88     -       907.959  (meters)    2978.86   (feet)  ADJUSTED  
 HW1867  ___________________________________________________________________
 HW1867  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HW1867  DYNAMIC HT  -         907.232 (meters)    2976.48  (feet)  COMP
 HW1867  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 HW1867
 HW1867  VERT ORDER  -  SECOND    CLASS 0
 HW1867
 HW1867.The horizontal coordinates were scaled from a topographic map and have
 HW1867.an estimated accuracy of +/- 6 seconds.
 HW1867
 HW1867.The orthometric height was determined by differential leveling
 HW1867.and adjusted by the National Geodetic Survey in June 1991..
 HW1867
 HW1867.The geoid height was determined by GEOID03.
 HW1867
 HW1867.The dynamic height is computed by dividing the NAVD 88
 HW1867.geopotential number by the normal gravity value computed on the
 HW1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1867.degrees latitude (g = 980.6199 gals.).
 HW1867
 HW1867.The modeled gravity was interpolated from observed gravity values.
 HW1867
 HW1867;                    North         East    Units  Estimated Accuracy
 HW1867;SPC WV S     -   156,840.      692,380.      MT  (+/- 180 meters Scaled)
 HW1867
 HW1867                          SUPERSEDED SURVEY CONTROL
 HW1867
 HW1867  NGVD 29 (??/??/92)  908.039  (m)         2979.12   (f) ADJ UNCH    2 0
 HW1867
 HW1867.Superseded values are not recommended for survey control.
 HW1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1867.See file dsdata.txt to determine how the superseded data were derived.
 HW1867
 HW1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC923516(NAD 83)
 HW1867_MARKER: DB = BENCH MARK DISK
 HW1867_SETTING: 80 = SET IN A BOULDER
 HW1867_STAMPING: W VA 1921 H 146 2977
 HW1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1867+STABILITY: SURFACE MOTION
 HW1867
 HW1867  HISTORY     - Date     Condition        Report By
 HW1867  HISTORY     - 1921     MONUMENTED       USGS
 HW1867  HISTORY     - 1962     GOOD             NGS
 HW1867
 HW1867                          STATION DESCRIPTION
 HW1867
 HW1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1867'3.2 MI NW FROM CASS.
 HW1867'ABOUT 3.2 MILES NORTH AND NORTHWEST ALONG THE CHEAT AND BALD
 HW1867'KNOB SCENIC RAILROAD FROM THE POST OFFICE AT CASS, SET ON TOP
 HW1867'OF A 7 FOOT LONG-BY-3 FOOT WIDE EMBEDDED BOULDER, 1 FOOT EAST
 HW1867'OF WEST END, 36 FEET SOUTHEAST OF SOUTHEAST RAIL, 13 FEET WEST
 HW1867'OF LEANING LOCUST TREE, AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0971 ***********************************************************************
 HY0971  DESIGNATION -  H 146
 HY0971  PID         -  HY0971
 HY0971  STATE/COUNTY-  WV/WAYNE
 HY0971  USGS QUAD   -  PRICHARD (1989)
 HY0971
 HY0971                         *CURRENT SURVEY CONTROL
 HY0971  ___________________________________________________________________
 HY0971* NAD 83(1986)-  38 08 42.     (N)    082 31 35.     (W)     SCALED    
 HY0971* NAVD 88     -       260.320  (meters)     854.07   (feet)  ADJUSTED  
 HY0971  ___________________________________________________________________
 HY0971  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY0971  DYNAMIC HT  -         260.139 (meters)     853.47  (feet)  COMP
 HY0971  MODELED GRAV-     979,925.7   (mgal)                       NAVD 88
 HY0971
 HY0971  VERT ORDER  -  SECOND    CLASS 0
 HY0971
 HY0971.The horizontal coordinates were scaled from a topographic map and have
 HY0971.an estimated accuracy of +/- 6 seconds.
 HY0971
 HY0971.The orthometric height was determined by differential leveling
 HY0971.and adjusted by the National Geodetic Survey in June 1991..
 HY0971
 HY0971.The geoid height was determined by GEOID03.
 HY0971
 HY0971.The dynamic height is computed by dividing the NAVD 88
 HY0971.geopotential number by the normal gravity value computed on the
 HY0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0971.degrees latitude (g = 980.6199 gals.).
 HY0971
 HY0971.The modeled gravity was interpolated from observed gravity values.
 HY0971
 HY0971;                    North         East    Units  Estimated Accuracy
 HY0971;SPC WV S     -   128,180.      466,210.      MT  (+/- 180 meters Scaled)
 HY0971
 HY0971                          SUPERSEDED SURVEY CONTROL
 HY0971
 HY0971  NGVD 29 (??/??/92)  260.536  (m)          854.78   (f) ADJ UNCH    2 0
 HY0971
 HY0971.Superseded values are not recommended for survey control.
 HY0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0971.See file dsdata.txt to determine how the superseded data were derived.
 HY0971
 HY0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC662230(NAD 83)
 HY0971_MARKER: DB = BENCH MARK DISK
 HY0971_SETTING: 66 = SET IN ROCK OUTCROP
 HY0971_SP_SET: ROCK CUT
 HY0971_STAMPING: H 146 1957
 HY0971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0971+STABILITY: POSITION/ELEVATION WELL
 HY0971
 HY0971  HISTORY     - Date     Condition        Report By
 HY0971  HISTORY     - 1957     MONUMENTED       CGS
 HY0971
 HY0971                          STATION DESCRIPTION
 HY0971
 HY0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0971'6 MI NE FROM FORT GAY.
 HY0971'ABOUT 6.0 MILES NORTHEAST ALONG STATE HIGHWAY 37 FROM THE SCHOOL
 HY0971'AT FORT GAY, ON THE NORTHEAST SLOPE OF A LONG CROOKED GRADE,
 HY0971'ABOUT 52 YARDS NORTH OF THE NORTH END OF A SHARP CURVE WITH
 HY0971'TANGENTS EXTENDING NORTH AND NORTHEAST, SET VERTICALLY IN EAST
 HY0971'FACE OF A ROCK CUT, 23 FEET WEST OF CENTER LINE OF HIGHWAY, 75
 HY0971'FEET NORTH OF SOUTH END OF ROCK PART OF CUT, DIRECTLY UNDER AN
 HY0971'OVERHANG IN ROCK CUT, 1 1/2 FEET ABOVE GROUND AND ABOUT 5 FEET
 HY0971'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0673 ***********************************************************************
 HY0673  DESIGNATION -  H 147
 HY0673  PID         -  HY0673
 HY0673  STATE/COUNTY-  WV/WAYNE
 HY0673  USGS QUAD   -  KIAHSVILLE (1975)
 HY0673
 HY0673                         *CURRENT SURVEY CONTROL
 HY0673  ___________________________________________________________________
 HY0673* NAD 83(1986)-  38 07 00.     (N)    082 22 11.     (W)     SCALED    
 HY0673* NAVD 88     -       193.130  (meters)     633.63   (feet)  ADJUSTED  
 HY0673  ___________________________________________________________________
 HY0673  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HY0673  DYNAMIC HT  -         192.992 (meters)     633.17  (feet)  COMP
 HY0673  MODELED GRAV-     979,908.8   (mgal)                       NAVD 88
 HY0673
 HY0673  VERT ORDER  -  SECOND    CLASS 0
 HY0673
 HY0673.The horizontal coordinates were scaled from a topographic map and have
 HY0673.an estimated accuracy of +/- 6 seconds.
 HY0673
 HY0673.The orthometric height was determined by differential leveling
 HY0673.and adjusted by the National Geodetic Survey in June 1991..
 HY0673
 HY0673.The geoid height was determined by GEOID03.
 HY0673
 HY0673.The dynamic height is computed by dividing the NAVD 88
 HY0673.geopotential number by the normal gravity value computed on the
 HY0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0673.degrees latitude (g = 980.6199 gals.).
 HY0673
 HY0673.The modeled gravity was interpolated from observed gravity values.
 HY0673
 HY0673;                    North         East    Units  Estimated Accuracy
 HY0673;SPC WV S     -   124,820.      479,900.      MT  (+/- 180 meters Scaled)
 HY0673
 HY0673                          SUPERSEDED SURVEY CONTROL
 HY0673
 HY0673  NGVD 29 (??/??/92)  193.342  (m)          634.32   (f) ADJ UNCH    2 0
 HY0673
 HY0673.Superseded values are not recommended for survey control.
 HY0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0673.See file dsdata.txt to determine how the superseded data were derived.
 HY0673
 HY0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC799196(NAD 83)
 HY0673_MARKER: DB = BENCH MARK DISK
 HY0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0673_SP_SET: BRIDGE
 HY0673_STAMPING: H 147 1957
 HY0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0673
 HY0673  HISTORY     - Date     Condition        Report By
 HY0673  HISTORY     - 1957     MONUMENTED       CGS
 HY0673
 HY0673                          STATION DESCRIPTION
 HY0673
 HY0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0673'1.6 MI SE FROM STILTNER.
 HY0673'ABOUT 1.55 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE
 HY0673'BRIDGE OVER EAST FORK OF TWELVEPOLE CREEK AT STILTNER, IN THE
 HY0673'TOP OF THE SECOND STEP DOWN FROM TOP OF THE WING WALL AT SOUTHEAST
 HY0673'CORNER OF A 50-FOOT CONCRETE AND STONE BRIDGE OVER LICK CREEK,
 HY0673'16 FEET EAST OF CENTER LINE OF HIGHWAY AND ABOUT 2 FEET BELOW
 HY0673'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1944 ***********************************************************************
 HW1944  DESIGNATION -  H 148
 HW1944  PID         -  HW1944
 HW1944  STATE/COUNTY-  WV/POCAHONTAS
 HW1944  USGS QUAD   -  DURBIN (1995)
 HW1944
 HW1944                         *CURRENT SURVEY CONTROL
 HW1944  ___________________________________________________________________
 HW1944* NAD 83(1986)-  38 31 15.     (N)    079 50 37.     (W)     SCALED    
 HW1944* NAVD 88     -       814.701  (meters)    2672.90   (feet)  ADJUSTED  
 HW1944  ___________________________________________________________________
 HW1944  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HW1944  DYNAMIC HT  -         814.042 (meters)    2670.74  (feet)  COMP
 HW1944  MODELED GRAV-     979,792.2   (mgal)                       NAVD 88
 HW1944
 HW1944  VERT ORDER  -  FIRST     CLASS II
 HW1944
 HW1944.The horizontal coordinates were scaled from a topographic map and have
 HW1944.an estimated accuracy of +/- 6 seconds.
 HW1944
 HW1944.The orthometric height was determined by differential leveling
 HW1944.and adjusted by the National Geodetic Survey in June 1991..
 HW1944
 HW1944.The geoid height was determined by GEOID03.
 HW1944
 HW1944.The dynamic height is computed by dividing the NAVD 88
 HW1944.geopotential number by the normal gravity value computed on the
 HW1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1944.degrees latitude (g = 980.6199 gals.).
 HW1944
 HW1944.The modeled gravity was interpolated from observed gravity values.
 HW1944
 HW1944;                    North         East    Units  Estimated Accuracy
 HW1944;SPC WV S     -   169,430.      700,840.      MT  (+/- 180 meters Scaled)
 HW1944
 HW1944                          SUPERSEDED SURVEY CONTROL
 HW1944
 HW1944  NGVD 29 (??/??/92)  814.758  (m)         2673.09   (f) ADJ UNCH    1 2
 HW1944
 HW1944.Superseded values are not recommended for survey control.
 HW1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1944.See file dsdata.txt to determine how the superseded data were derived.
 HW1944
 HW1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC008642(NAD 83)
 HW1944_MARKER: DD = SURVEY DISK
 HW1944_SETTING: 80 = SET IN A BOULDER
 HW1944_STAMPING: 2672 W VA 1921 H 148
 HW1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1944+STABILITY: SURFACE MOTION
 HW1944
 HW1944  HISTORY     - Date     Condition        Report By
 HW1944  HISTORY     - 1921     MONUMENTED       USGS
 HW1944  HISTORY     - 1933     GOOD             NGS
 HW1944  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1944
 HW1944                          STATION DESCRIPTION
 HW1944
 HW1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1944'2.4 MI S FROM DURBIN.
 HW1944'2.4 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HW1944'UNION STATION AT DURBIN, POCAHONTAS COUNTY, 2 RAILS NORTH OF THE
 HW1944'STATION AT WHITING, 6 RAILS NORTH OF BRIDGE 92.6, 15 YARDS EAST
 HW1944'OF THE TRACK, IN THE TOP OF A SMALL BOULDER, AND ABOUT 2 FEET
 HW1944'LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HW1944'DISK, STAMPED 2672 W VA 1921 H 148.
 HW1944
 HW1944                          STATION RECOVERY (1983)
 HW1944
 HW1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0692 ***********************************************************************
 HY0692  DESIGNATION -  H 148
 HY0692  PID         -  HY0692
 HY0692  STATE/COUNTY-  WV/LINCOLN
 HY0692  USGS QUAD   -  BRANCHLAND (1987)
 HY0692
 HY0692                         *CURRENT SURVEY CONTROL
 HY0692  ___________________________________________________________________
 HY0692* NAD 83(1986)-  38 13 15.     (N)    082 12 11.     (W)     SCALED    
 HY0692* NAVD 88     -       180.312  (meters)     591.57   (feet)  ADJUSTED  
 HY0692  ___________________________________________________________________
 HY0692  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HY0692  DYNAMIC HT  -         180.184 (meters)     591.15  (feet)  COMP
 HY0692  MODELED GRAV-     979,916.0   (mgal)                       NAVD 88
 HY0692
 HY0692  VERT ORDER  -  SECOND    CLASS 0
 HY0692
 HY0692.The horizontal coordinates were scaled from a topographic map and have
 HY0692.an estimated accuracy of +/- 6 seconds.
 HY0692
 HY0692.The orthometric height was determined by differential leveling
 HY0692.and adjusted by the National Geodetic Survey in June 1991..
 HY0692
 HY0692.The geoid height was determined by GEOID03.
 HY0692
 HY0692.The dynamic height is computed by dividing the NAVD 88
 HY0692.geopotential number by the normal gravity value computed on the
 HY0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0692.degrees latitude (g = 980.6199 gals.).
 HY0692
 HY0692.The modeled gravity was interpolated from observed gravity values.
 HY0692
 HY0692;                    North         East    Units  Estimated Accuracy
 HY0692;SPC WV S     -   136,180.      494,660.      MT  (+/- 180 meters Scaled)
 HY0692
 HY0692                          SUPERSEDED SURVEY CONTROL
 HY0692
 HY0692  NGVD 29 (??/??/92)  180.516  (m)          592.24   (f) ADJ UNCH    2 0
 HY0692
 HY0692.Superseded values are not recommended for survey control.
 HY0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0692.See file dsdata.txt to determine how the superseded data were derived.
 HY0692
 HY0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC946310(NAD 83)
 HY0692_MARKER: DB = BENCH MARK DISK
 HY0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0692_SP_SET: BUILDING
 HY0692_STAMPING: H 148 1957
 HY0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0692
 HY0692  HISTORY     - Date     Condition        Report By
 HY0692  HISTORY     - 1957     MONUMENTED       CGS
 HY0692
 HY0692                          STATION DESCRIPTION
 HY0692
 HY0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0692'AT BRANCHLAND.
 HY0692'AT BRANCHLAND, ABOUT 0.15 MILE SOUTHWEST ALONG A BLACKTOP ROAD
 HY0692'FROM THE CHESAPEAKE AND OHIO RAILWAY STATION, AT THE SOUTHWEST
 HY0692'END OF THE BRIDGE OVER GUYANDOT RIVER, SET VERTICALLY IN THE
 HY0692'NORTHEAST FACE AT THE EAST CORNER OF POST OFFICE, 1 1/2 FEET
 HY0692'NORTHWEST OF EAST CORNER AND 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0720 ***********************************************************************
 HY0720  DESIGNATION -  H 149
 HY0720  PID         -  HY0720
 HY0720  STATE/COUNTY-  WV/WAYNE
 HY0720  USGS QUAD   -  RADNOR (1989)
 HY0720
 HY0720                         *CURRENT SURVEY CONTROL
 HY0720  ___________________________________________________________________
 HY0720* NAD 83(1986)-  38 05 50.     (N)    082 28 04.     (W)     SCALED    
 HY0720* NAVD 88     -       200.109  (meters)     656.52   (feet)  ADJUSTED  
 HY0720  ___________________________________________________________________
 HY0720  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY0720  DYNAMIC HT  -         199.967 (meters)     656.06  (feet)  COMP
 HY0720  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 HY0720
 HY0720  VERT ORDER  -  SECOND    CLASS 0
 HY0720
 HY0720.The horizontal coordinates were scaled from a topographic map and have
 HY0720.an estimated accuracy of +/- 6 seconds.
 HY0720
 HY0720.The orthometric height was determined by differential leveling
 HY0720.and adjusted by the National Geodetic Survey in June 1991..
 HY0720
 HY0720.The geoid height was determined by GEOID03.
 HY0720
 HY0720.The dynamic height is computed by dividing the NAVD 88
 HY0720.geopotential number by the normal gravity value computed on the
 HY0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0720.degrees latitude (g = 980.6199 gals.).
 HY0720
 HY0720.The modeled gravity was interpolated from observed gravity values.
 HY0720
 HY0720;                    North         East    Units  Estimated Accuracy
 HY0720;SPC WV S     -   122,800.      471,270.      MT  (+/- 180 meters Scaled)
 HY0720
 HY0720                          SUPERSEDED SURVEY CONTROL
 HY0720
 HY0720  NGVD 29 (??/??/92)  200.323  (m)          657.23   (f) ADJ UNCH    2 0
 HY0720
 HY0720.Superseded values are not recommended for survey control.
 HY0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0720.See file dsdata.txt to determine how the superseded data were derived.
 HY0720
 HY0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC713176(NAD 83)
 HY0720_MARKER: DB = BENCH MARK DISK
 HY0720_SETTING: 66 = SET IN ROCK OUTCROP
 HY0720_SP_SET: ROCK CUT
 HY0720_STAMPING: H 149 1957
 HY0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0720+STABILITY: POSITION/ELEVATION WELL
 HY0720
 HY0720  HISTORY     - Date     Condition        Report By
 HY0720  HISTORY     - 1957     MONUMENTED       CGS
 HY0720
 HY0720                          STATION DESCRIPTION
 HY0720
 HY0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0720'2.6 MI S FROM GENOA.
 HY0720'ABOUT 2.65 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0720'GENOA, 0.3 MILE SOUTH OF A 30-FOOT BRIDGE OVER BILLY BRANCH, IN
 HY0720'THE TOP OF A 10-FOOT LONG AND 3-FOOT HIGH ROCK IN A CUT, 21
 HY0720'FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 4 1/2 FEET NORTHEAST
 HY0720'AND BELOW AN OVERHANGING ROCK LEDGE, 1 1/2 FEET SOUTHEAST OF
 HY0720'NORTHWEST EDGE OF ROCK AND 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2146 ***********************************************************************
 HW2146  DESIGNATION -  H 149
 HW2146  PID         -  HW2146
 HW2146  STATE/COUNTY-  WV/POCAHONTAS
 HW2146  USGS QUAD   -  GREEN BANK (1995)
 HW2146
 HW2146                         *CURRENT SURVEY CONTROL
 HW2146  ___________________________________________________________________
 HW2146* NAD 83(1986)-  38 29 23.     (N)    079 51 14.     (W)     SCALED    
 HW2146* NAVD 88     -       799.578  (meters)    2623.28   (feet)  ADJUSTED  
 HW2146  ___________________________________________________________________
 HW2146  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HW2146  DYNAMIC HT  -         798.933 (meters)    2621.17  (feet)  COMP
 HW2146  MODELED GRAV-     979,795.4   (mgal)                       NAVD 88
 HW2146
 HW2146  VERT ORDER  -  FIRST     CLASS II
 HW2146
 HW2146.The horizontal coordinates were scaled from a topographic map and have
 HW2146.an estimated accuracy of +/- 6 seconds.
 HW2146
 HW2146.The orthometric height was determined by differential leveling
 HW2146.and adjusted by the National Geodetic Survey in June 1991..
 HW2146
 HW2146.The geoid height was determined by GEOID03.
 HW2146
 HW2146.The dynamic height is computed by dividing the NAVD 88
 HW2146.geopotential number by the normal gravity value computed on the
 HW2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2146.degrees latitude (g = 980.6199 gals.).
 HW2146
 HW2146.The modeled gravity was interpolated from observed gravity values.
 HW2146
 HW2146;                    North         East    Units  Estimated Accuracy
 HW2146;SPC WV S     -   165,960.      699,980.      MT  (+/- 180 meters Scaled)
 HW2146
 HW2146                          SUPERSEDED SURVEY CONTROL
 HW2146
 HW2146  NGVD 29 (??/??/92)  799.636  (m)         2623.47   (f) ADJ UNCH    1 2
 HW2146
 HW2146.Superseded values are not recommended for survey control.
 HW2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2146.See file dsdata.txt to determine how the superseded data were derived.
 HW2146
 HW2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC999607(NAD 83)
 HW2146_MARKER: DB = BENCH MARK DISK
 HW2146_SETTING: 80 = SET IN A BOULDER
 HW2146_STAMPING: H 149 W VA 1921
 HW2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2146+STABILITY: SURFACE MOTION
 HW2146
 HW2146  HISTORY     - Date     Condition        Report By
 HW2146  HISTORY     - 1921     MONUMENTED       USGS
 HW2146  HISTORY     - 1933     GOOD             NGS
 HW2146
 HW2146                          STATION DESCRIPTION
 HW2146
 HW2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW2146'5 MI SW FROM DURBIN.
 HW2146'5.0 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HW2146'UNION STATION AT DURBIN, POCAHONTAS COUNTY, 2.1 MILES SOUTHWEST
 HW2146'OF THE STATION AT BOYER, 17 YARDS SOUTH OF MILEPOST 90, 5 YARDS
 HW2146'WEST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A SMALL BOULDER,
 HW2146'AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A UNITED STATES GEOLOGICAL
 HW2146'SURVEY STANDARD DISK, STAMPED H 149 W VA 1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0037 ***********************************************************************
 HX0037  DESIGNATION -  H 15
 HX0037  PID         -  HX0037
 HX0037  STATE/COUNTY-  WV/RANDOLPH
 HX0037  USGS QUAD   -  SAMP (1995)
 HX0037
 HX0037                         *CURRENT SURVEY CONTROL
 HX0037  ___________________________________________________________________
 HX0037* NAD 83(1986)-  38 33 36.     (N)    080 07 47.     (W)     SCALED    
 HX0037* NAVD 88     -      1165.806  (meters)    3824.82   (feet)  ADJUSTED  
 HX0037  ___________________________________________________________________
 HX0037  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HX0037  DYNAMIC HT  -        1164.837 (meters)    3821.64  (feet)  COMP
 HX0037  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 HX0037
 HX0037  VERT ORDER  -  SECOND    CLASS 0
 HX0037
 HX0037.The horizontal coordinates were scaled from a topographic map and have
 HX0037.an estimated accuracy of +/- 6 seconds.
 HX0037
 HX0037.The orthometric height was determined by differential leveling
 HX0037.and adjusted by the National Geodetic Survey in June 1991..
 HX0037
 HX0037.The geoid height was determined by GEOID03.
 HX0037
 HX0037.The dynamic height is computed by dividing the NAVD 88
 HX0037.geopotential number by the normal gravity value computed on the
 HX0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0037.degrees latitude (g = 980.6199 gals.).
 HX0037
 HX0037.The modeled gravity was interpolated from observed gravity values.
 HX0037
 HX0037;                    North         East    Units  Estimated Accuracy
 HX0037;SPC WV S     -   173,500.      675,850.      MT  (+/- 180 meters Scaled)
 HX0037
 HX0037                          SUPERSEDED SURVEY CONTROL
 HX0037
 HX0037  NGVD 29 (??/??/92) 1165.907  (m)         3825.15   (f) ADJ UNCH    2 0
 HX0037
 HX0037.Superseded values are not recommended for survey control.
 HX0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0037.See file dsdata.txt to determine how the superseded data were derived.
 HX0037
 HX0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC758683(NAD 83)
 HX0037_MARKER: DB = BENCH MARK DISK
 HX0037_SETTING: 80 = SET IN A BOULDER
 HX0037_SP_SET: BOULDER
 HX0037_STAMPING: H 15 1934
 HX0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0037+STABILITY: SURFACE MOTION
 HX0037
 HX0037  HISTORY     - Date     Condition        Report By
 HX0037  HISTORY     - 1934     MONUMENTED       CGS
 HX0037  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0037
 HX0037                          STATION DESCRIPTION
 HX0037
 HX0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0037'7.1 MI W FROM VALLEY HEAD.
 HX0037'7.1 MILES WEST ALONG STATE HIGHWAY 15 FROM VALLEY HEAD, 35 YARDS
 HX0037'NORTHWEST OF A CONCRETE CULVERT, 20 YARDS NORTH OF THE CENTERLINE
 HX0037'OF THE HIGHWAY, IN THE TOP OF THE SECOND OF TWO LARGE BOULDERS,
 HX0037'AND 3 YARDS HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 HX0037'H 15 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0355 ***********************************************************************
 JW0355  DESIGNATION -  H 15
 JW0355  PID         -  JW0355
 JW0355  STATE/COUNTY-  WV/HAMPSHIRE
 JW0355  USGS QUAD   -  AUGUSTA (1979)
 JW0355
 JW0355                         *CURRENT SURVEY CONTROL
 JW0355  ___________________________________________________________________
 JW0355* NAD 83(1986)-  39 18 54.     (N)    078 39 36.     (W)     SCALED    
 JW0355* NAVD 88     -       307.936  (meters)    1010.29   (feet)  ADJUSTED  
 JW0355  ___________________________________________________________________
 JW0355  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JW0355  DYNAMIC HT  -         307.741 (meters)    1009.65  (feet)  COMP
 JW0355  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 JW0355
 JW0355  VERT ORDER  -  SECOND    CLASS 0
 JW0355
 JW0355.The horizontal coordinates were scaled from a topographic map and have
 JW0355.an estimated accuracy of +/- 6 seconds.
 JW0355
 JW0355.The orthometric height was determined by differential leveling
 JW0355.and adjusted by the National Geodetic Survey in June 1991..
 JW0355
 JW0355.The geoid height was determined by GEOID03.
 JW0355
 JW0355.The dynamic height is computed by dividing the NAVD 88
 JW0355.geopotential number by the normal gravity value computed on the
 JW0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0355.degrees latitude (g = 980.6199 gals.).
 JW0355
 JW0355.The modeled gravity was interpolated from observed gravity values.
 JW0355
 JW0355;                    North         East    Units  Estimated Accuracy
 JW0355;SPC WV N     -    90,820.      672,440.      MT  (+/- 180 meters Scaled)
 JW0355
 JW0355                          SUPERSEDED SURVEY CONTROL
 JW0355
 JW0355  NGVD 29 (??/??/92)  308.100  (m)         1010.82   (f) ADJ UNCH    2 0
 JW0355
 JW0355.Superseded values are not recommended for survey control.
 JW0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0355.See file dsdata.txt to determine how the superseded data were derived.
 JW0355
 JW0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD017543(NAD 83)
 JW0355_MARKER: DD = SURVEY DISK
 JW0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0355_SP_SET: CULVERT
 JW0355_STAMPING: H 15 1921
 JW0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0355
 JW0355  HISTORY     - Date     Condition        Report By
 JW0355  HISTORY     - 1921     MONUMENTED       USGS
 JW0355  HISTORY     - 1934     GOOD             NGS
 JW0355
 JW0355                          STATION DESCRIPTION
 JW0355
 JW0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0355'2.5 MI W FROM AUGUSTA.
 JW0355'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JW0355'AT AUGUSTA, HAMPSHIRE COUNTY, IN THE TOP OF THE NORTH END OF THE
 JW0355'NORTHEAST WING WALL OF AN ABANDONED CULVERT, ABOUT 25 YARDS NORTH
 JW0355'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 5 YARDS NORTH OF A FENCE
 JW0355'LINE, AND LEVEL WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 JW0355'SURVEY STANDARD DISK, STAMPED H 15 1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0694 ***********************************************************************
 HY0694  DESIGNATION -  H 150
 HY0694  PID         -  HY0694
 HY0694  STATE/COUNTY-  WV/LINCOLN
 HY0694  USGS QUAD   -  BRANCHLAND (1987)
 HY0694
 HY0694                         *CURRENT SURVEY CONTROL
 HY0694  ___________________________________________________________________
 HY0694* NAD 83(1986)-  38 12 45.     (N)    082 13 00.     (W)     SCALED    
 HY0694* NAVD 88     -       186.657  (meters)     612.39   (feet)  ADJUSTED  
 HY0694  ___________________________________________________________________
 HY0694  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HY0694  DYNAMIC HT  -         186.525 (meters)     611.96  (feet)  COMP
 HY0694  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 HY0694
 HY0694  VERT ORDER  -  SECOND    CLASS 0
 HY0694
 HY0694.The horizontal coordinates were scaled from a topographic map and have
 HY0694.an estimated accuracy of +/- 6 seconds.
 HY0694
 HY0694.The orthometric height was determined by differential leveling
 HY0694.and adjusted by the National Geodetic Survey in June 1991..
 HY0694
 HY0694.The geoid height was determined by GEOID03.
 HY0694
 HY0694.The dynamic height is computed by dividing the NAVD 88
 HY0694.geopotential number by the normal gravity value computed on the
 HY0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0694.degrees latitude (g = 980.6199 gals.).
 HY0694
 HY0694.The modeled gravity was interpolated from observed gravity values.
 HY0694
 HY0694;                    North         East    Units  Estimated Accuracy
 HY0694;SPC WV S     -   135,270.      493,460.      MT  (+/- 180 meters Scaled)
 HY0694
 HY0694                          SUPERSEDED SURVEY CONTROL
 HY0694
 HY0694  NGVD 29 (??/??/92)  186.861  (m)          613.06   (f) ADJ UNCH    2 0
 HY0694
 HY0694.Superseded values are not recommended for survey control.
 HY0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0694.See file dsdata.txt to determine how the superseded data were derived.
 HY0694
 HY0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC934300(NAD 83)
 HY0694_MARKER: DB = BENCH MARK DISK
 HY0694_SETTING: 80 = SET IN A BOULDER
 HY0694_SP_SET: BOULDER
 HY0694_STAMPING: H 150 1957
 HY0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0694+STABILITY: SURFACE MOTION
 HY0694
 HY0694  HISTORY     - Date     Condition        Report By
 HY0694  HISTORY     - 1957     MONUMENTED       CGS
 HY0694
 HY0694                          STATION DESCRIPTION
 HY0694
 HY0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0694'1.2 MI SW FROM BRANCHLAND.
 HY0694'ABOUT 1.25 MILES SOUTHWEST ALONG A BLACK-TOP ROAD FROM THE GRADE
 HY0694'SCHOOL AT BRANCHLAND, 0.25 MILE SOUTHWEST OF A 30-FOOT BRIDGE OVER
 HY0694'TRACE FORK, 1.1 MILES NORTHEAST OF A 45-FOOT BRIDGE OVER
 HY0694'FOURMILE CREEK AND A SMALL CEMETERY, AT THE NORTHWEST CORNER OF
 HY0694'YARD OF A SMALL HOUSE WITH IMITATION BRICK SIDING, IN THE TOP OF
 HY0694'AN EMBEDDED BOULDER ABOUT 9 BY 12 FEET, 16 FEET SOUTH OF CENTER
 HY0694'LINE OF ROAD, 39 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE,
 HY0694'3 1/2 FEET WEST OF EAST EDGE OF BOULDER AND ABOUT LEVEL WITH
 HY0694'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2185 ***********************************************************************
 HX2185  DESIGNATION -  H 151
 HX2185  PID         -  HX2185
 HX2185  STATE/COUNTY-  WV/LINCOLN
 HX2185  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2185
 HX2185                         *CURRENT SURVEY CONTROL
 HX2185  ___________________________________________________________________
 HX2185* NAD 83(1986)-  38 10 26.     (N)    081 55 50.     (W)     SCALED    
 HX2185* NAVD 88     -       255.335  (meters)     837.71   (feet)  ADJUSTED  
 HX2185  ___________________________________________________________________
 HX2185  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HX2185  DYNAMIC HT  -         255.152 (meters)     837.11  (feet)  COMP
 HX2185  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 HX2185
 HX2185  VERT ORDER  -  SECOND    CLASS 0
 HX2185
 HX2185.The horizontal coordinates were scaled from a topographic map and have
 HX2185.an estimated accuracy of +/- 6 seconds.
 HX2185
 HX2185.The orthometric height was determined by differential leveling
 HX2185.and adjusted by the National Geodetic Survey in June 1991..
 HX2185
 HX2185.The geoid height was determined by GEOID03.
 HX2185
 HX2185.The dynamic height is computed by dividing the NAVD 88
 HX2185.geopotential number by the normal gravity value computed on the
 HX2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2185.degrees latitude (g = 980.6199 gals.).
 HX2185
 HX2185.The modeled gravity was interpolated from observed gravity values.
 HX2185
 HX2185;                    North         East    Units  Estimated Accuracy
 HX2185;SPC WV S     -   130,700.      518,470.      MT  (+/- 180 meters Scaled)
 HX2185
 HX2185                          SUPERSEDED SURVEY CONTROL
 HX2185
 HX2185  NGVD 29 (??/??/92)  255.546  (m)          838.40   (f) ADJ UNCH    2 0
 HX2185
 HX2185.Superseded values are not recommended for survey control.
 HX2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2185.See file dsdata.txt to determine how the superseded data were derived.
 HX2185
 HX2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC184255(NAD 83)
 HX2185_MARKER: DB = BENCH MARK DISK
 HX2185_SETTING: 66 = SET IN ROCK OUTCROP
 HX2185_SP_SET: ROCK CUT
 HX2185_STAMPING: H 151 1957
 HX2185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2185+STABILITY: POSITION/ELEVATION WELL
 HX2185
 HX2185  HISTORY     - Date     Condition        Report By
 HX2185  HISTORY     - 1957     MONUMENTED       CGS
 HX2185
 HX2185                          STATION DESCRIPTION
 HX2185
 HX2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2185'5.5 MI W FROM JULIAN.
 HX2185'ABOUT 5.5 MILES WEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 HX2185'AT JULIAN, 0.85 MILE NORTHWEST OF BLACKTOP ROAD LEADING SOUTHWEST,
 HX2185'188 FEET SOUTH OF THE WEST END OF 15-INCH PIPE CULVERT WITH A
 HX2185'CONCRETE HEADWALL, 23 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HX2185'SET VERTICALLY IN THE EAST FACE OF A 3 1/2 FOOT HIGH CURVED
 HX2185'LAYER OF ROCK IN A CUT, ABOUT 2 FEET ABOVE THE GROUND AND 3 FEET
 HX2185'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0604 ***********************************************************************
 HY0604  DESIGNATION -  H 152
 HY0604  PID         -  HY0604
 HY0604  STATE/COUNTY-  WV/LINCOLN
 HY0604  USGS QUAD   -  HAGER (1962)
 HY0604
 HY0604                         *CURRENT SURVEY CONTROL
 HY0604  ___________________________________________________________________
 HY0604* NAD 83(1986)-  38 13 45.     (N)    082 07 22.     (W)     SCALED    
 HY0604* NAVD 88     -       203.402  (meters)     667.33   (feet)  ADJUSTED  
 HY0604  ___________________________________________________________________
 HY0604  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HY0604  DYNAMIC HT  -         203.258 (meters)     666.86  (feet)  COMP
 HY0604  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 HY0604
 HY0604  VERT ORDER  -  SECOND    CLASS 0
 HY0604
 HY0604.The horizontal coordinates were scaled from a topographic map and have
 HY0604.an estimated accuracy of +/- 6 seconds.
 HY0604
 HY0604.The orthometric height was determined by differential leveling
 HY0604.and adjusted by the National Geodetic Survey in June 1991..
 HY0604
 HY0604.The geoid height was determined by GEOID03.
 HY0604
 HY0604.The dynamic height is computed by dividing the NAVD 88
 HY0604.geopotential number by the normal gravity value computed on the
 HY0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0604.degrees latitude (g = 980.6199 gals.).
 HY0604
 HY0604.The modeled gravity was interpolated from observed gravity values.
 HY0604
 HY0604;                    North         East    Units  Estimated Accuracy
 HY0604;SPC WV S     -   137,020.      501,700.      MT  (+/- 180 meters Scaled)
 HY0604
 HY0604                          SUPERSEDED SURVEY CONTROL
 HY0604
 HY0604  NGVD 29 (??/??/92)  203.608  (m)          668.00   (f) ADJ UNCH    2 0
 HY0604
 HY0604.Superseded values are not recommended for survey control.
 HY0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0604.See file dsdata.txt to determine how the superseded data were derived.
 HY0604
 HY0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC017318(NAD 83)
 HY0604_MARKER: DB = BENCH MARK DISK
 HY0604_SETTING: 66 = SET IN ROCK OUTCROP
 HY0604_SP_SET: ROCK CUT
 HY0604_STAMPING: H 152 1957
 HY0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0604+STABILITY: POSITION/ELEVATION WELL
 HY0604
 HY0604  HISTORY     - Date     Condition        Report By
 HY0604  HISTORY     - 1957     MONUMENTED       CGS
 HY0604
 HY0604                          STATION DESCRIPTION
 HY0604
 HY0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0604'1.4 MI NE FROM MYRA.
 HY0604'ABOUT 1.35 MILE NORTH ALONG BLACK-TOP ROAD FROM THE POST OFFICE
 HY0604'AT MYRA, 0.5 MILE NORTH OF CONCRETE BRIDGE ACROSS A CREEK AND THE
 HY0604'JUNCTION OF A ROAD LEADING SOUTH, 131 YARDS SOUTHWEST OF UNITED
 HY0604'GAS COMPANY GAS LINE CROSSING, AT THE NORTHWEST END OF A CURVE
 HY0604'WITH TANGENTS NORTHWEST AND NORTHEAST, 26 FEET NORTHEAST OF THE
 HY0604'CENTER LINE OF THE ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF AN
 HY0604'8-FOOT HIGH ROCK CUT, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 HY0604'GROUND AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2153 ***********************************************************************
 HW2153  DESIGNATION -  H 152
 HW2153  PID         -  HW2153
 HW2153  STATE/COUNTY-  WV/POCAHONTAS
 HW2153  USGS QUAD   -  CASS (1995)
 HW2153
 HW2153                         *CURRENT SURVEY CONTROL
 HW2153  ___________________________________________________________________
 HW2153* NAD 83(1986)-  38 23 50.     (N)    079 54 50.     (W)     SCALED    
 HW2153* NAVD 88     -       747.621  (meters)    2452.82   (feet)  ADJUSTED  
 HW2153  ___________________________________________________________________
 HW2153  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HW2153  DYNAMIC HT  -         747.024 (meters)    2450.86  (feet)  COMP
 HW2153  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 HW2153
 HW2153  VERT ORDER  -  FIRST     CLASS II
 HW2153
 HW2153.The horizontal coordinates were scaled from a topographic map and have
 HW2153.an estimated accuracy of +/- 6 seconds.
 HW2153
 HW2153.The orthometric height was determined by differential leveling
 HW2153.and adjusted by the National Geodetic Survey in March 1994..
 HW2153.WARNING-Repeat measurements at this control monument indicate possible
 HW2153.vertical movement.
 HW2153
 HW2153.The geoid height was determined by GEOID03.
 HW2153
 HW2153.The dynamic height is computed by dividing the NAVD 88
 HW2153.geopotential number by the normal gravity value computed on the
 HW2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2153.degrees latitude (g = 980.6199 gals.).
 HW2153
 HW2153.The modeled gravity was interpolated from observed gravity values.
 HW2153
 HW2153;                    North         East    Units  Estimated Accuracy
 HW2153;SPC WV S     -   155,630.      694,870.      MT  (+/- 180 meters Scaled)
 HW2153
 HW2153                          SUPERSEDED SURVEY CONTROL
 HW2153
 HW2153  NAVD 88 (06/15/91)  747.630  (m)         2452.85   (f) UNKNOWN     1 2
 HW2153  NGVD 29 (??/??/92)  747.706  (m)         2453.10   (f) ADJ UNCH    1 2
 HW2153
 HW2153.Superseded values are not recommended for survey control.
 HW2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2153.See file dsdata.txt to determine how the superseded data were derived.
 HW2153
 HW2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC948504(NAD 83)
 HW2153_MARKER: DB = BENCH MARK DISK
 HW2153_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HW2153+WITH SETTING: PAVEMENT
 HW2153_SP_SET: PLATFORM
 HW2153_STAMPING: H 152 1921 W VA 2452
 HW2153_MARK LOGO: USGS  
 HW2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2153+STABILITY: SURFACE MOTION
 HW2153
 HW2153  HISTORY     - Date     Condition        Report By
 HW2153  HISTORY     - 1921     MONUMENTED       USGS
 HW2153  HISTORY     - 1935     GOOD             NGS
 HW2153  HISTORY     - 19700826 POOR             USAF
 HW2153
 HW2153                          STATION DESCRIPTION
 HW2153
 HW2153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW2153'AT CASS.
 HW2153'AT CASS, POCAHONTAS COUNTY, 40 YARDS SOUTH OF THE SOUTHWEST
 HW2153'CORNER OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 60 YARDS
 HW2153'NORTH OF THE MAIN ENTRANCE TO THE POCAHONTAS LUMBER CO. SUPPLY
 HW2153'STORE, 45 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND IN
 HW2153'THE NORTH END OF THE CONCRETE PLATFORM IN FRONT OF THE STORE.
 HW2153'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2452
 HW2153'W VA 1921 H 152.
 HW2153
 HW2153                          STATION RECOVERY (1970)
 HW2153
 HW2153'RECOVERY NOTE BY US AIR FORCE 1970
 HW2153'RECOVERED IN POOR CONDITION.  THE MARK IS IN ITS ORIGNINAL LOCATION.
 HW2153'HOWEVER, THE PUBLISHED DIFFERENCE IN ELEVATION BETWEEN IT AND TWO
 HW2153'ADJACENT BENCH MARKS DOES NOT AGREE WITH CURRENT MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2159 ***********************************************************************
 HW2159  DESIGNATION -  H 153
 HW2159  PID         -  HW2159
 HW2159  STATE/COUNTY-  WV/POCAHONTAS
 HW2159  USGS QUAD   -  CLOVER LICK (1995)
 HW2159
 HW2159                         *CURRENT SURVEY CONTROL
 HW2159  ___________________________________________________________________
 HW2159* NAD 83(1986)-  38 21 29.     (N)    079 55 40.     (W)     SCALED    
 HW2159* NAVD 88     -       720.572  (meters)    2364.08   (feet)  ADJUSTED  
 HW2159  ___________________________________________________________________
 HW2159  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HW2159  DYNAMIC HT  -         719.993 (meters)    2362.18  (feet)  COMP
 HW2159  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 HW2159
 HW2159  VERT ORDER  -  FIRST     CLASS II
 HW2159
 HW2159.The horizontal coordinates were scaled from a topographic map and have
 HW2159.an estimated accuracy of +/- 6 seconds.
 HW2159
 HW2159.The orthometric height was determined by differential leveling
 HW2159.and adjusted by the National Geodetic Survey in June 1991..
 HW2159
 HW2159.The geoid height was determined by GEOID03.
 HW2159
 HW2159.The dynamic height is computed by dividing the NAVD 88
 HW2159.geopotential number by the normal gravity value computed on the
 HW2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2159.degrees latitude (g = 980.6199 gals.).
 HW2159
 HW2159.The modeled gravity was interpolated from observed gravity values.
 HW2159
 HW2159;                    North         East    Units  Estimated Accuracy
 HW2159;SPC WV S     -   151,270.      693,710.      MT  (+/- 180 meters Scaled)
 HW2159
 HW2159                          SUPERSEDED SURVEY CONTROL
 HW2159
 HW2159  NGVD 29 (??/??/92)  720.644  (m)         2364.31   (f) ADJ UNCH    1 2
 HW2159
 HW2159.Superseded values are not recommended for survey control.
 HW2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2159.See file dsdata.txt to determine how the superseded data were derived.
 HW2159
 HW2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC936460(NAD 83)
 HW2159_MARKER: DD = SURVEY DISK
 HW2159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2159_SP_SET: RETAINING WALL
 HW2159_STAMPING: 2363 W VA 1921 H 153
 HW2159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2159
 HW2159  HISTORY     - Date     Condition        Report By
 HW2159  HISTORY     - 1921     MONUMENTED       USGS
 HW2159  HISTORY     - 1935     GOOD             NGS
 HW2159
 HW2159                          STATION DESCRIPTION
 HW2159
 HW2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW2159'AT SITLINGTON.
 HW2159'AT SITLINGTON, POCAHONTAS COUNTY, 3 YARDS NORTH OF THE NORTH END
 HW2159'OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 7 YARDS EAST OF THE
 HW2159'CENTERLINE OF THE MAIN TRACK, 1 FOOT SOUTH OF A POLE, IN THE TOP OF A
 HW2159'CONCRETE RETAINING WALL, AND ABOUT LEVEL WITH THE TRACK.  A
 HW2159'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2363 W
 HW2159'VA 1921 H 153.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0545 ***********************************************************************
 HY0545  DESIGNATION -  H 153
 HY0545  PID         -  HY0545
 HY0545  STATE/COUNTY-  WV/LINCOLN
 HY0545  USGS QUAD   -  HAGER (1962)
 HY0545
 HY0545                         *CURRENT SURVEY CONTROL
 HY0545  ___________________________________________________________________
 HY0545* NAD 83(1986)-  38 07 35.     (N)    082 01 17.     (W)     SCALED    
 HY0545* NAVD 88     -       231.726  (meters)     760.25   (feet)  ADJUSTED  
 HY0545  ___________________________________________________________________
 HY0545  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HY0545  DYNAMIC HT  -         231.560 (meters)     759.71  (feet)  COMP
 HY0545  MODELED GRAV-     979,904.4   (mgal)                       NAVD 88
 HY0545
 HY0545  VERT ORDER  -  SECOND    CLASS 0
 HY0545
 HY0545.The horizontal coordinates were scaled from a topographic map and have
 HY0545.an estimated accuracy of +/- 6 seconds.
 HY0545
 HY0545.The orthometric height was determined by differential leveling
 HY0545.and adjusted by the National Geodetic Survey in June 1991..
 HY0545
 HY0545.The geoid height was determined by GEOID03.
 HY0545
 HY0545.The dynamic height is computed by dividing the NAVD 88
 HY0545.geopotential number by the normal gravity value computed on the
 HY0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0545.degrees latitude (g = 980.6199 gals.).
 HY0545
 HY0545.The modeled gravity was interpolated from observed gravity values.
 HY0545
 HY0545;                    North         East    Units  Estimated Accuracy
 HY0545;SPC WV S     -   125,510.      510,450.      MT  (+/- 180 meters Scaled)
 HY0545
 HY0545                          SUPERSEDED SURVEY CONTROL
 HY0545
 HY0545  NGVD 29 (??/??/92)  231.937  (m)          760.95   (f) ADJ UNCH    2 0
 HY0545
 HY0545.Superseded values are not recommended for survey control.
 HY0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0545.See file dsdata.txt to determine how the superseded data were derived.
 HY0545
 HY0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC104203(NAD 83)
 HY0545_MARKER: DB = BENCH MARK DISK
 HY0545_SETTING: 66 = SET IN ROCK OUTCROP
 HY0545_SP_SET: ROCK CUT
 HY0545_STAMPING: H 153 1957
 HY0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0545+STABILITY: POSITION/ELEVATION WELL
 HY0545
 HY0545  HISTORY     - Date     Condition        Report By
 HY0545  HISTORY     - 1957     MONUMENTED       CGS
 HY0545
 HY0545                          STATION DESCRIPTION
 HY0545
 HY0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0545'2 MI ESE FROM SPURLOCKVILLE.
 HY0545'ABOUT 2.0 MILE EAST SOUTHEAST ALONG GRAVEL ROAD FROM THE SCHOOL
 HY0545'AT SPURLOCKVILLE, 67 YARDS WEST OF THE CENTER OF JUNCTION OF
 HY0545'ROAD LEADING SOUTHEAST, 12 1/2 FEET NORTH OF THE CENTER LINE OF
 HY0545'THE ROAD, SET VERTICALLY IN THE SOUTH FACE OF THE VERTICAL BOTTOM
 HY0545'PART OF A 12-FOOT HIGH ROCK CUT, ABOUT 1 1/2 FEET ABOVE THE
 HY0545'GROUND AND 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2160 ***********************************************************************
 HW2160  DESIGNATION -  H 154
 HW2160  PID         -  HW2160
 HW2160  STATE/COUNTY-  WV/POCAHONTAS
 HW2160  USGS QUAD   -  CLOVER LICK (1995)
 HW2160
 HW2160                         *CURRENT SURVEY CONTROL
 HW2160  ___________________________________________________________________
 HW2160* NAD 83(1986)-  38 21 44.     (N)    079 57 54.     (W)     SCALED    
 HW2160* NAVD 88     -       709.984  (meters)    2329.34   (feet)  ADJUSTED  
 HW2160  ___________________________________________________________________
 HW2160  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HW2160  DYNAMIC HT  -         709.413 (meters)    2327.47  (feet)  COMP
 HW2160  MODELED GRAV-     979,800.8   (mgal)                       NAVD 88
 HW2160
 HW2160  VERT ORDER  -  FIRST     CLASS II
 HW2160
 HW2160.The horizontal coordinates were scaled from a topographic map and have
 HW2160.an estimated accuracy of +/- 6 seconds.
 HW2160
 HW2160.The orthometric height was determined by differential leveling
 HW2160.and adjusted by the National Geodetic Survey in June 1991..
 HW2160
 HW2160.The geoid height was determined by GEOID03.
 HW2160
 HW2160.The dynamic height is computed by dividing the NAVD 88
 HW2160.geopotential number by the normal gravity value computed on the
 HW2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2160.degrees latitude (g = 980.6199 gals.).
 HW2160
 HW2160.The modeled gravity was interpolated from observed gravity values.
 HW2160
 HW2160;                    North         East    Units  Estimated Accuracy
 HW2160;SPC WV S     -   151,700.      690,450.      MT  (+/- 180 meters Scaled)
 HW2160
 HW2160                          SUPERSEDED SURVEY CONTROL
 HW2160
 HW2160  NGVD 29 (??/??/92)  710.054  (m)         2329.57   (f) ADJ UNCH    1 2
 HW2160
 HW2160.Superseded values are not recommended for survey control.
 HW2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2160.See file dsdata.txt to determine how the superseded data were derived.
 HW2160
 HW2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC904465(NAD 83)
 HW2160_MARKER: DD = SURVEY DISK
 HW2160_SETTING: 80 = SET IN A BOULDER
 HW2160_STAMPING: 2329 W VA 1921 H 154
 HW2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2160+STABILITY: SURFACE MOTION
 HW2160
 HW2160  HISTORY     - Date     Condition        Report By
 HW2160  HISTORY     - 1921     MONUMENTED       USGS
 HW2160  HISTORY     - 1935     GOOD             NGS
 HW2160
 HW2160                          STATION DESCRIPTION
 HW2160
 HW2160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW2160'AT STONY BOTTOM.
 HW2160'AT STONY BOTTOM, POCAHONTAS COUNTY, ON THE CHESAPEAKE AND
 HW2160'OHIO RAILWAY, 14 RAILS SOUTH OF THE POST OFFICE, ON THE NORTH
 HW2160'BANK OF A SMALL STREAM, 10 YARDS WEST OF THE CENTERLINE OF
 HW2160'THE TRACK, IN THE TOP OF A LARGE BOULDER, AND ABOUT LEVEL WITH
 HW2160'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HW2160'STAMPED 2329 W VA 1921 H 154.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0541 ***********************************************************************
 HY0541  DESIGNATION -  H 154
 HY0541  PID         -  HY0541
 HY0541  STATE/COUNTY-  WV/LINCOLN
 HY0541  USGS QUAD   -  HAGER (1962)
 HY0541
 HY0541                         *CURRENT SURVEY CONTROL
 HY0541  ___________________________________________________________________
 HY0541* NAD 83(1986)-  38 07 46.     (N)    082 03 43.     (W)     SCALED    
 HY0541* NAVD 88     -       247.087  (meters)     810.65   (feet)  ADJUSTED  
 HY0541  ___________________________________________________________________
 HY0541  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HY0541  DYNAMIC HT  -         246.909 (meters)     810.07  (feet)  COMP
 HY0541  MODELED GRAV-     979,905.3   (mgal)                       NAVD 88
 HY0541
 HY0541  VERT ORDER  -  SECOND    CLASS 0
 HY0541
 HY0541.The horizontal coordinates were scaled from a topographic map and have
 HY0541.an estimated accuracy of +/- 6 seconds.
 HY0541
 HY0541.The orthometric height was determined by differential leveling
 HY0541.and adjusted by the National Geodetic Survey in June 1991..
 HY0541
 HY0541.The geoid height was determined by GEOID03.
 HY0541
 HY0541.The dynamic height is computed by dividing the NAVD 88
 HY0541.geopotential number by the normal gravity value computed on the
 HY0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0541.degrees latitude (g = 980.6199 gals.).
 HY0541
 HY0541.The modeled gravity was interpolated from observed gravity values.
 HY0541
 HY0541;                    North         East    Units  Estimated Accuracy
 HY0541;SPC WV S     -   125,890.      506,900.      MT  (+/- 180 meters Scaled)
 HY0541
 HY0541                          SUPERSEDED SURVEY CONTROL
 HY0541
 HY0541  NGVD 29 (??/??/92)  247.297  (m)          811.34   (f) ADJ UNCH    2 0
 HY0541
 HY0541.Superseded values are not recommended for survey control.
 HY0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0541.See file dsdata.txt to determine how the superseded data were derived.
 HY0541
 HY0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC069207(NAD 83)
 HY0541_MARKER: DB = BENCH MARK DISK
 HY0541_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HY0541_SP_SET: UNSPECIFIED ROCK
 HY0541_STAMPING: H 154 1957
 HY0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0541
 HY0541  HISTORY     - Date     Condition        Report By
 HY0541  HISTORY     - 1957     MONUMENTED       CGS
 HY0541
 HY0541                          STATION DESCRIPTION
 HY0541
 HY0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0541'1.7 MI SW FROM SPURLOCKVILLE.
 HY0541'ABOUT 0.2 MILE SOUTHEAST ALONG GRAVEL ROAD FROM THE SCHOOL AT
 HY0541'SPURLOCKVILLE, THENCE 1.50 MILE SOUTHWEST ALONG DIRT ROAD, 90
 HY0541'YARDS EAST OF THE CONFLUENCE OF CREEK BRANCHES, 50 YARDS EAST
 HY0541'OF A BREAK IN THE GRADE, 56 FEET WEST OF THE ROAD FORDING
 HY0541'LAUREL BRANCH, 18 1/2 FEET NORTH OF THE CENTER LINE OF THE
 HY0541'ROAD, SET VERTICALLY IN THE SOUTH FACE AND AT THE BOTTOM OF A
 HY0541'SLANTING ROCK, ABOUT 5 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0376 ***********************************************************************
 GY0376  DESIGNATION -  H 155
 GY0376  PID         -  GY0376
 GY0376  STATE/COUNTY-  WV/LINCOLN
 GY0376  USGS QUAD   -  TRACE (1976)
 GY0376
 GY0376                         *CURRENT SURVEY CONTROL
 GY0376  ___________________________________________________________________
 GY0376* NAD 83(1986)-  37 59 32.     (N)    082 08 51.     (W)     SCALED    
 GY0376* NAVD 88     -       192.125  (meters)     630.33   (feet)  ADJUSTED  
 GY0376  ___________________________________________________________________
 GY0376  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 GY0376  DYNAMIC HT  -         191.985 (meters)     629.87  (feet)  COMP
 GY0376  MODELED GRAV-     979,897.3   (mgal)                       NAVD 88
 GY0376
 GY0376  VERT ORDER  -  SECOND    CLASS 0
 GY0376
 GY0376.The horizontal coordinates were scaled from a topographic map and have
 GY0376.an estimated accuracy of +/- 6 seconds.
 GY0376
 GY0376.The orthometric height was determined by differential leveling
 GY0376.and adjusted by the National Geodetic Survey in June 1991..
 GY0376
 GY0376.The geoid height was determined by GEOID03.
 GY0376
 GY0376.The dynamic height is computed by dividing the NAVD 88
 GY0376.geopotential number by the normal gravity value computed on the
 GY0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0376.degrees latitude (g = 980.6199 gals.).
 GY0376
 GY0376.The modeled gravity was interpolated from observed gravity values.
 GY0376
 GY0376;                    North         East    Units  Estimated Accuracy
 GY0376;SPC WV S     -   110,750.      499,210.      MT  (+/- 180 meters Scaled)
 GY0376
 GY0376                          SUPERSEDED SURVEY CONTROL
 GY0376
 GY0376  NGVD 29 (??/??/92)  192.339  (m)          631.03   (f) ADJ UNCH    2 0
 GY0376
 GY0376.Superseded values are not recommended for survey control.
 GY0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0376.See file dsdata.txt to determine how the superseded data were derived.
 GY0376
 GY0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC992055(NAD 83)
 GY0376_MARKER: DB = BENCH MARK DISK
 GY0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0376_SP_SET: BRIDGE
 GY0376_STAMPING: H 155 1957
 GY0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0376
 GY0376  HISTORY     - Date     Condition        Report By
 GY0376  HISTORY     - 1957     MONUMENTED       CGS
 GY0376
 GY0376                          STATION DESCRIPTION
 GY0376
 GY0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0376'2.8 MI S FROM HART.
 GY0376'ABOUT 2.85 MILES SOUTH ALONG HART CREEK ROAD FROM THE HIGH
 GY0376'SCHOOL AT HART, ABOUT 0.05 MILE SOUTH OF THOMPSON SCHOOL, IN
 GY0376'THE TOP OF THE SOUTHWEST END OF SOUTHEAST HEAD WALL OF A 10-FOOT
 GY0376'CONCRETE BRIDGE OVER MOUTH OF THOMPSON BRANCH, 11 FEET SOUTHEAST
 GY0376'OF CENTER LINE OF ROAD AND 1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1776 ***********************************************************************
 HW1776  DESIGNATION -  H 155
 HW1776  PID         -  HW1776
 HW1776  STATE/COUNTY-  WV/POCAHONTAS
 HW1776  USGS QUAD   -  CLOVER LICK (1995)
 HW1776
 HW1776                         *CURRENT SURVEY CONTROL
 HW1776  ___________________________________________________________________
 HW1776* NAD 83(1986)-  38 19 49.     (N)    079 58 13.     (W)     SCALED    
 HW1776* NAVD 88     -       697.880  (meters)    2289.63   (feet)  ADJUSTED  
 HW1776  ___________________________________________________________________
 HW1776  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HW1776  DYNAMIC HT  -         697.322 (meters)    2287.80  (feet)  COMP
 HW1776  MODELED GRAV-     979,806.6   (mgal)                       NAVD 88
 HW1776
 HW1776  VERT ORDER  -  FIRST     CLASS II
 HW1776
 HW1776.The horizontal coordinates were scaled from a topographic map and have
 HW1776.an estimated accuracy of +/- 6 seconds.
 HW1776
 HW1776.The orthometric height was determined by differential leveling
 HW1776.and adjusted by the National Geodetic Survey in June 1991..
 HW1776
 HW1776.The geoid height was determined by GEOID03.
 HW1776
 HW1776.The dynamic height is computed by dividing the NAVD 88
 HW1776.geopotential number by the normal gravity value computed on the
 HW1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1776.degrees latitude (g = 980.6199 gals.).
 HW1776
 HW1776.The modeled gravity was interpolated from observed gravity values.
 HW1776
 HW1776;                    North         East    Units  Estimated Accuracy
 HW1776;SPC WV S     -   148,150.      690,030.      MT  (+/- 180 meters Scaled)
 HW1776
 HW1776                          SUPERSEDED SURVEY CONTROL
 HW1776
 HW1776  NGVD 29 (??/??/92)  697.953  (m)         2289.87   (f) ADJ UNCH    1 2
 HW1776
 HW1776.Superseded values are not recommended for survey control.
 HW1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1776.See file dsdata.txt to determine how the superseded data were derived.
 HW1776
 HW1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC900429(NAD 83)
 HW1776_MARKER: DD = SURVEY DISK
 HW1776_SETTING: 66 = SET IN ROCK OUTCROP
 HW1776_SP_SET: ROCK LEDGE
 HW1776_STAMPING: 2289 W VA 1921 H 155
 HW1776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1776+STABILITY: POSITION/ELEVATION WELL
 HW1776
 HW1776  HISTORY     - Date     Condition        Report By
 HW1776  HISTORY     - 1921     MONUMENTED       USGS
 HW1776  HISTORY     - 1962     GOOD             NGS
 HW1776
 HW1776                          STATION DESCRIPTION
 HW1776
 HW1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1776'AT CLOVER LICK.
 HW1776'AT CLOVER LICK, ALONG THE CHESAPEAKE AND OHIO RAILWAY, 630
 HW1776'FEET SOUTH OF STATION, 220 FEET NORTH OF MILEPOST 71, 5 FEET
 HW1776'WEST OF WEST RAIL, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK, AND
 HW1776'SET ON TOP OF A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0559 ***********************************************************************
 HY0559  DESIGNATION -  H 156
 HY0559  PID         -  HY0559
 HY0559  STATE/COUNTY-  WV/LINCOLN
 HY0559  USGS QUAD   -  BIG CREEK (1962)
 HY0559
 HY0559                         *CURRENT SURVEY CONTROL
 HY0559  ___________________________________________________________________
 HY0559* NAD 83(1986)-  38 01 11.     (N)    082 02 27.     (W)     SCALED    
 HY0559* NAVD 88     -       208.661  (meters)     684.58   (feet)  ADJUSTED  
 HY0559  ___________________________________________________________________
 HY0559  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HY0559  DYNAMIC HT  -         208.509 (meters)     684.08  (feet)  COMP
 HY0559  MODELED GRAV-     979,899.6   (mgal)                       NAVD 88
 HY0559
 HY0559  VERT ORDER  -  SECOND    CLASS 0
 HY0559
 HY0559.The horizontal coordinates were scaled from a topographic map and have
 HY0559.an estimated accuracy of +/- 6 seconds.
 HY0559
 HY0559.The orthometric height was determined by differential leveling
 HY0559.and adjusted by the National Geodetic Survey in June 1991..
 HY0559
 HY0559.The geoid height was determined by GEOID03.
 HY0559
 HY0559.The dynamic height is computed by dividing the NAVD 88
 HY0559.geopotential number by the normal gravity value computed on the
 HY0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0559.degrees latitude (g = 980.6199 gals.).
 HY0559
 HY0559.The modeled gravity was interpolated from observed gravity values.
 HY0559
 HY0559;                    North         East    Units  Estimated Accuracy
 HY0559;SPC WV S     -   113,690.      508,610.      MT  (+/- 180 meters Scaled)
 HY0559
 HY0559                          SUPERSEDED SURVEY CONTROL
 HY0559
 HY0559  NGVD 29 (??/??/92)  208.874  (m)          685.28   (f) ADJ UNCH    2 0
 HY0559
 HY0559.Superseded values are not recommended for survey control.
 HY0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0559.See file dsdata.txt to determine how the superseded data were derived.
 HY0559
 HY0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC086085(NAD 83)
 HY0559_MARKER: DB = BENCH MARK DISK
 HY0559_SETTING: 66 = SET IN ROCK OUTCROP
 HY0559_SP_SET: ROCK CUT
 HY0559_STAMPING: H 156 1957
 HY0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0559+STABILITY: POSITION/ELEVATION WELL
 HY0559
 HY0559  HISTORY     - Date     Condition        Report By
 HY0559  HISTORY     - 1957     MONUMENTED       CGS
 HY0559
 HY0559                          STATION DESCRIPTION
 HY0559
 HY0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0559'1.4 MI N FROM BIG CREEK.
 HY0559'ABOUT 0.55 MILE NORTH ALONG STATE HIGHWAY 10 FROM THE CHESAPEAKE
 HY0559'AND OHIO RAILWAY STATION AT BIG CREEK, THENCE 0.9 MILE NORTH
 HY0559'ALONG GRAVEL ROAD, 80 YARDS SOUTHWEST OF THE LIMESTONE SCHOOL,
 HY0559'65 YARDS WEST OF THE JUNCTION OF ROAD LEADING EAST, 72 FEET
 HY0559'NORTHEAST OF THE CENTER OF JUNCTION OF A TRAIL ROAD LEADING EAST,
 HY0559'53 FEET NORTHWEST OF AND ACROSS THE ROAD FROM POWER POLE NUMBER
 HY0559'32-21 (563-C-36), 21 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HY0559'SET VERTICALLY IN THE SOUTHEAST FACE OF A LAYER OF ROCK IN A
 HY0559'10-FOOT HIGH CUT, ABOUT 5 FEET ABOVE THE GROUND AND 5 1/2 FEET
 HY0559'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1778 ***********************************************************************
 HW1778  DESIGNATION -  H 156
 HW1778  PID         -  HW1778
 HW1778  STATE/COUNTY-  WV/POCAHONTAS
 HW1778  USGS QUAD   -  CLOVER LICK (1995)
 HW1778
 HW1778                         *CURRENT SURVEY CONTROL
 HW1778  ___________________________________________________________________
 HW1778* NAD 83(1986)-  38 18 27.     (N)    079 58 59.     (W)     SCALED    
 HW1778* NAVD 88     -       688.733  (meters)    2259.62   (feet)  ADJUSTED  
 HW1778  ___________________________________________________________________
 HW1778  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HW1778  DYNAMIC HT  -         688.176 (meters)    2257.79  (feet)  COMP
 HW1778  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 HW1778
 HW1778  VERT ORDER  -  FIRST     CLASS II
 HW1778
 HW1778.The horizontal coordinates were scaled from a topographic map and have
 HW1778.an estimated accuracy of +/- 6 seconds.
 HW1778
 HW1778.The orthometric height was determined by differential leveling
 HW1778.and adjusted by the National Geodetic Survey in June 1991..
 HW1778
 HW1778.The geoid height was determined by GEOID03.
 HW1778
 HW1778.The dynamic height is computed by dividing the NAVD 88
 HW1778.geopotential number by the normal gravity value computed on the
 HW1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1778.degrees latitude (g = 980.6199 gals.).
 HW1778
 HW1778.The modeled gravity was interpolated from observed gravity values.
 HW1778
 HW1778;                    North         East    Units  Estimated Accuracy
 HW1778;SPC WV S     -   145,610.      688,940.      MT  (+/- 180 meters Scaled)
 HW1778
 HW1778                          SUPERSEDED SURVEY CONTROL
 HW1778
 HW1778  NGVD 29 (??/??/92)  688.802  (m)         2259.84   (f) ADJ UNCH    1 2
 HW1778
 HW1778.Superseded values are not recommended for survey control.
 HW1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1778.See file dsdata.txt to determine how the superseded data were derived.
 HW1778
 HW1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC889404(NAD 83)
 HW1778_MARKER: DD = SURVEY DISK
 HW1778_SETTING: 66 = SET IN ROCK OUTCROP
 HW1778_SP_SET: ROCK LEDGE
 HW1778_STAMPING: H 156 2259
 HW1778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1778+STABILITY: POSITION/ELEVATION WELL
 HW1778
 HW1778  HISTORY     - Date     Condition        Report By
 HW1778  HISTORY     - UNK      MONUMENTED       USGS
 HW1778  HISTORY     - 1933     GOOD             NGS
 HW1778
 HW1778                          STATION DESCRIPTION
 HW1778
 HW1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1778'3.1 MI SW FROM CLOVER LICK.
 HW1778'3.1 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HW1778'CLOVER LICK, POCAHONTAS COUNTY, 1.3 MILES NORTHEAST OF BIG RUN,
 HW1778'70 FEET NORTH OF MILEPOST 68, 10 FEET WEST OF THE TRACK, AND IN
 HW1778'THE TOP OF A ROCK LEDGE.  A UNITED STATES GEOLOGICAL SURVEY
 HW1778'STANDARD DISK, STAMPED H 156 2259.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2083 ***********************************************************************
 HX2083  DESIGNATION -  H 157
 HX2083  PID         -  HX2083
 HX2083  STATE/COUNTY-  WV/BOONE
 HX2083  USGS QUAD   -  MADISON (1976)
 HX2083
 HX2083                         *CURRENT SURVEY CONTROL
 HX2083  ___________________________________________________________________
 HX2083* NAD 83(1986)-  38 01 23.     (N)    081 49 34.     (W)     SCALED    
 HX2083* NAVD 88     -       226.553  (meters)     743.28   (feet)  ADJUSTED  
 HX2083  ___________________________________________________________________
 HX2083  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HX2083  DYNAMIC HT  -         226.389 (meters)     742.74  (feet)  COMP
 HX2083  MODELED GRAV-     979,898.9   (mgal)                       NAVD 88
 HX2083
 HX2083  VERT ORDER  -  SECOND    CLASS 0
 HX2083
 HX2083.The horizontal coordinates were scaled from a topographic map and have
 HX2083.an estimated accuracy of +/- 6 seconds.
 HX2083
 HX2083.The orthometric height was determined by differential leveling
 HX2083.and adjusted by the National Geodetic Survey in June 1991..
 HX2083
 HX2083.The geoid height was determined by GEOID03.
 HX2083
 HX2083.The dynamic height is computed by dividing the NAVD 88
 HX2083.geopotential number by the normal gravity value computed on the
 HX2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2083.degrees latitude (g = 980.6199 gals.).
 HX2083
 HX2083.The modeled gravity was interpolated from observed gravity values.
 HX2083
 HX2083;                    North         East    Units  Estimated Accuracy
 HX2083;SPC WV S     -   113,870.      527,470.      MT  (+/- 180 meters Scaled)
 HX2083
 HX2083                          SUPERSEDED SURVEY CONTROL
 HX2083
 HX2083  NGVD 29 (??/??/92)  226.760  (m)          743.96   (f) ADJ UNCH    2 0
 HX2083
 HX2083.Superseded values are not recommended for survey control.
 HX2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2083.See file dsdata.txt to determine how the superseded data were derived.
 HX2083
 HX2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC274086(NAD 83)
 HX2083_MARKER: DB = BENCH MARK DISK
 HX2083_SETTING: 66 = SET IN ROCK OUTCROP
 HX2083_SP_SET: ROCK CUT
 HX2083_STAMPING: H 157 1957
 HX2083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2083+STABILITY: POSITION/ELEVATION WELL
 HX2083
 HX2083  HISTORY     - Date     Condition        Report By
 HX2083  HISTORY     - 1957     MONUMENTED       CGS
 HX2083
 HX2083                          STATION DESCRIPTION
 HX2083
 HX2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2083'4.1 MI S FROM MADISON.
 HX2083'ABOUT 4.1 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX2083'THE STATION AT MADISON, 280 YARDS SOUTHEAST OF MILE POST 41,
 HX2083'90 YARDS SOUTHEAST OF THE SOUTHEAST END OF CURVE WITH TANGENTS
 HX2083'TO THE SOUTHEAST AND WEST, 79 1/2 FEET SOUTHEAST OF THE SOUTHWEST
 HX2083'END OF A 15-INCH CAST IRON PIPE CULVERT UNDER THE TRACK, 11
 HX2083'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6 FEET SOUTHEAST OF THE
 HX2083'NORTHWEST END OF CUT, SET VERTICALLY IN THE NORTHEAST FACE OF
 HX2083'A 10-INCH LAYER OF ROCK IN A 4 1/2 FEET HIGH AND 20 FEET WIDE
 HX2083'LAYERED ROCK CUT, ABOUT 3 FEET ABOVE THE LEVEL OF THE TOP OF THE
 HX2083'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0212 ***********************************************************************
 GY0212  DESIGNATION -  H 158
 GY0212  PID         -  GY0212
 GY0212  STATE/COUNTY-  WV/MINGO
 GY0212  USGS QUAD   -  WILSONDALE (1981)
 GY0212
 GY0212                         *CURRENT SURVEY CONTROL
 GY0212  ___________________________________________________________________
 GY0212* NAD 83(1986)-  37 55 02.     (N)    082 15 10.     (W)     SCALED    
 GY0212* NAVD 88     -       258.336  (meters)     847.56   (feet)  ADJUSTED  
 GY0212  ___________________________________________________________________
 GY0212  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GY0212  DYNAMIC HT  -         258.146 (meters)     846.93  (feet)  COMP
 GY0212  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 GY0212
 GY0212  VERT ORDER  -  SECOND    CLASS 0
 GY0212
 GY0212.The horizontal coordinates were scaled from a topographic map and have
 GY0212.an estimated accuracy of +/- 6 seconds.
 GY0212
 GY0212.The orthometric height was determined by differential leveling
 GY0212.and adjusted by the National Geodetic Survey in June 1991..
 GY0212
 GY0212.The geoid height was determined by GEOID03.
 GY0212
 GY0212.The dynamic height is computed by dividing the NAVD 88
 GY0212.geopotential number by the normal gravity value computed on the
 GY0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0212.degrees latitude (g = 980.6199 gals.).
 GY0212
 GY0212.The modeled gravity was interpolated from observed gravity values.
 GY0212
 GY0212;                    North         East    Units  Estimated Accuracy
 GY0212;SPC WV S     -   102,550.      489,850.      MT  (+/- 180 meters Scaled)
 GY0212
 GY0212                          SUPERSEDED SURVEY CONTROL
 GY0212
 GY0212  NGVD 29 (??/??/92)  258.550  (m)          848.26   (f) ADJ UNCH    2 0
 GY0212
 GY0212.Superseded values are not recommended for survey control.
 GY0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0212.See file dsdata.txt to determine how the superseded data were derived.
 GY0212
 GY0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB898973(NAD 83)
 GY0212_MARKER: DB = BENCH MARK DISK
 GY0212_SETTING: 66 = SET IN ROCK OUTCROP
 GY0212_SP_SET: ROCK CUT
 GY0212_STAMPING: H 158 1957
 GY0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0212+STABILITY: POSITION/ELEVATION WELL
 GY0212
 GY0212  HISTORY     - Date     Condition        Report By
 GY0212  HISTORY     - 1957     MONUMENTED       CGS
 GY0212
 GY0212                          STATION DESCRIPTION
 GY0212
 GY0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0212'1.8 MI SE FROM BREEDEN.
 GY0212'ABOUT 1.75 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING THE
 GY0212'OLD GRADE OF NORFOLK AND WESTERN RAILWAY FROM JUNCTION OF
 GY0212'ROAD SOUTHWEST AT BREEDEN, ABOUT 0.4 MILE NORTHWEST OF WEST END
 GY0212'OF A TUNNEL, ABOUT 0.35 MILE SOUTHEAST OF THE 6TH BRIDGE NORTHWEST
 GY0212'OF DINGESS, ON THE OUTSIDE OF A LONG CURVE, SET VERTICALLY
 GY0212'IN THE WEST FACE OF A LONG ROCK CUT, 22 FEET EAST OF CENTER
 GY0212'LINE OF ROAD, 165 FEET NORTH OF SOUTH END OF ROCK PART OF CUT,
 GY0212'2 1/2 FEET ABOVE GROUND AND ABOUT 2 1/2 FEET ABOVE LEVEL OF
 GY0212'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0223 ***********************************************************************
 GY0223  DESIGNATION -  H 159
 GY0223  PID         -  GY0223
 GY0223  STATE/COUNTY-  WV/WAYNE
 GY0223  USGS QUAD   -  WILSONDALE (1981)
 GY0223
 GY0223                         *CURRENT SURVEY CONTROL
 GY0223  ___________________________________________________________________
 GY0223* NAD 83(1986)-  37 59 06.     (N)    082 21 31.     (W)     SCALED    
 GY0223* NAVD 88     -       224.279  (meters)     735.82   (feet)  ADJUSTED  
 GY0223  ___________________________________________________________________
 GY0223  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GY0223  DYNAMIC HT  -         224.115 (meters)     735.28  (feet)  COMP
 GY0223  MODELED GRAV-     979,894.5   (mgal)                       NAVD 88
 GY0223
 GY0223  VERT ORDER  -  SECOND    CLASS 0
 GY0223
 GY0223.The horizontal coordinates were scaled from a topographic map and have
 GY0223.an estimated accuracy of +/- 6 seconds.
 GY0223
 GY0223.The orthometric height was determined by differential leveling
 GY0223.and adjusted by the National Geodetic Survey in June 1991..
 GY0223
 GY0223.The geoid height was determined by GEOID03.
 GY0223
 GY0223.The dynamic height is computed by dividing the NAVD 88
 GY0223.geopotential number by the normal gravity value computed on the
 GY0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0223.degrees latitude (g = 980.6199 gals.).
 GY0223
 GY0223.The modeled gravity was interpolated from observed gravity values.
 GY0223
 GY0223;                    North         East    Units  Estimated Accuracy
 GY0223;SPC WV S     -   110,200.      480,660.      MT  (+/- 180 meters Scaled)
 GY0223
 GY0223                          SUPERSEDED SURVEY CONTROL
 GY0223
 GY0223  NGVD 29 (??/??/92)  224.494  (m)          736.53   (f) ADJ UNCH    2 0
 GY0223
 GY0223.Superseded values are not recommended for survey control.
 GY0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0223.See file dsdata.txt to determine how the superseded data were derived.
 GY0223
 GY0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC806050(NAD 83)
 GY0223_MARKER: DB = BENCH MARK DISK
 GY0223_SETTING: 66 = SET IN ROCK OUTCROP
 GY0223_SP_SET: ROCK CUT
 GY0223_STAMPING: H 159 1957
 GY0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0223+STABILITY: POSITION/ELEVATION WELL
 GY0223
 GY0223  HISTORY     - Date     Condition        Report By
 GY0223  HISTORY     - 1957     MONUMENTED       CGS
 GY0223
 GY0223                          STATION DESCRIPTION
 GY0223
 GY0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0223'3.6 MI NW FROM WILSONDALE.
 GY0223'ABOUT 3.65 MILES NORTHWEST ALONG A GRAVEL AND BLACK TOP ROAD
 GY0223'FOLLOWING OLD GRADE OF THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0223'POST OFFICE AT WILSONDALE, ABOUT 0.35 MILE NORTHWEST OF OFFICE
 GY0223'AND RESIDENCE OF SUPERINTENDENT OF CABWAYLINGO STATE FOREST, AT
 GY0223'A BRIDGE OVER SWEETWATER CREEK, AT THE JUNCTION OF A DRIVE TO
 GY0223'CABIN 13 OF STATE FOREST, SET VERTICALLY IN THE SOUTH FACE OF
 GY0223'WEST END OF A LONG ROCK CUT, 21 FEET NORTH OF CENTER LINE OF
 GY0223'ROAD, 72 FEET EAST OF EAST CORNER OF BRIDGE, 13 FEET SOUTHEAST
 GY0223'OF CENTER LINE OF DRIVE TO CABIN AND ABOUT 2 1/2 FEET ABOVE LEVEL
 GY0223'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1953 ***********************************************************************
 HW1953  DESIGNATION -  H 16
 HW1953  PID         -  HW1953
 HW1953  STATE/COUNTY-  WV/RANDOLPH
 HW1953  USGS QUAD   -  HARMAN (1995)
 HW1953
 HW1953                         *CURRENT SURVEY CONTROL
 HW1953  ___________________________________________________________________
 HW1953* NAD 83(1986)-  38 53 55.     (N)    079 32 54.     (W)     SCALED    
 HW1953* NAVD 88     -       780.969  (meters)    2562.23   (feet)  ADJUSTED  
 HW1953  ___________________________________________________________________
 HW1953  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HW1953  DYNAMIC HT  -         780.384 (meters)    2560.31  (feet)  COMP
 HW1953  MODELED GRAV-     979,852.4   (mgal)                       NAVD 88
 HW1953
 HW1953  VERT ORDER  -  SECOND    CLASS 0
 HW1953
 HW1953.The horizontal coordinates were scaled from a topographic map and have
 HW1953.an estimated accuracy of +/- 6 seconds.
 HW1953
 HW1953.The orthometric height was determined by differential leveling
 HW1953.and adjusted by the National Geodetic Survey in June 1991..
 HW1953
 HW1953.The geoid height was determined by GEOID03.
 HW1953
 HW1953.The dynamic height is computed by dividing the NAVD 88
 HW1953.geopotential number by the normal gravity value computed on the
 HW1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1953.degrees latitude (g = 980.6199 gals.).
 HW1953
 HW1953.The modeled gravity was interpolated from observed gravity values.
 HW1953
 HW1953;                    North         East    Units  Estimated Accuracy
 HW1953;SPC WV S     -   211,720.      725,930.      MT  (+/- 180 meters Scaled)
 HW1953
 HW1953                          SUPERSEDED SURVEY CONTROL
 HW1953
 HW1953  NGVD 29 (??/??/92)  781.105  (m)         2562.68   (f) ADJ UNCH    2 0
 HW1953
 HW1953.Superseded values are not recommended for survey control.
 HW1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1953.See file dsdata.txt to determine how the superseded data were derived.
 HW1953
 HW1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD258065(NAD 83)
 HW1953_MARKER: DB = BENCH MARK DISK
 HW1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1953_STAMPING: H 16 1934
 HW1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1953+STABILITY: SURFACE MOTION
 HW1953
 HW1953  HISTORY     - Date     Condition        Report By
 HW1953  HISTORY     - 1934     MONUMENTED       CGS
 HW1953
 HW1953                          STATION DESCRIPTION
 HW1953
 HW1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1953'2.3 MI W FROM HARMAN.
 HW1953'2.3 MILES WEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HW1953'HARMAN, RANDOLPH COUNTY, ON A SHORT FLAT STRETCH, 5 YARDS EAST
 HW1953'OF A BOARD GATE INTO A PASTURE, 10 YARDS SOUTH OF THE CENTERLINE
 HW1953'OF THE HIGHWAY, AND 5 YARDS WEST OF A POLE.  A STANDARD DISK,
 HW1953'STAMPED H 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0754 ***********************************************************************
 HY0754  DESIGNATION -  H 160
 HY0754  PID         -  HY0754
 HY0754  STATE/COUNTY-  WV/WAYNE
 HY0754  USGS QUAD   -  KIAHSVILLE (1975)
 HY0754
 HY0754                         *CURRENT SURVEY CONTROL
 HY0754  ___________________________________________________________________
 HY0754* NAD 83(1986)-  38 02 38.     (N)    082 17 12.     (W)     SCALED    
 HY0754* NAVD 88     -       215.818  (meters)     708.06   (feet)  ADJUSTED  
 HY0754  ___________________________________________________________________
 HY0754  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HY0754  DYNAMIC HT  -         215.662 (meters)     707.55  (feet)  COMP
 HY0754  MODELED GRAV-     979,898.3   (mgal)                       NAVD 88
 HY0754
 HY0754  VERT ORDER  -  SECOND    CLASS 0
 HY0754
 HY0754.The horizontal coordinates were scaled from a topographic map and have
 HY0754.an estimated accuracy of +/- 6 seconds.
 HY0754
 HY0754.The orthometric height was determined by differential leveling
 HY0754.and adjusted by the National Geodetic Survey in June 1991..
 HY0754
 HY0754.The geoid height was determined by GEOID03.
 HY0754
 HY0754.The dynamic height is computed by dividing the NAVD 88
 HY0754.geopotential number by the normal gravity value computed on the
 HY0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0754.degrees latitude (g = 980.6199 gals.).
 HY0754
 HY0754.The modeled gravity was interpolated from observed gravity values.
 HY0754
 HY0754;                    North         East    Units  Estimated Accuracy
 HY0754;SPC WV S     -   116,640.      487,070.      MT  (+/- 180 meters Scaled)
 HY0754
 HY0754                          SUPERSEDED SURVEY CONTROL
 HY0754
 HY0754  NGVD 29 (??/??/92)  216.030  (m)          708.76   (f) ADJ UNCH    2 0
 HY0754
 HY0754.Superseded values are not recommended for survey control.
 HY0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0754.See file dsdata.txt to determine how the superseded data were derived.
 HY0754
 HY0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC870114(NAD 83)
 HY0754_MARKER: DB = BENCH MARK DISK
 HY0754_SETTING: 80 = SET IN A BOULDER
 HY0754_SP_SET: BOULDER
 HY0754_STAMPING: H 160 1957
 HY0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0754+STABILITY: SURFACE MOTION
 HY0754
 HY0754  HISTORY     - Date     Condition        Report By
 HY0754  HISTORY     - 1957     MONUMENTED       CGS
 HY0754
 HY0754                          STATION DESCRIPTION
 HY0754
 HY0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0754'11.6 MI SW FROM COVE GAP.
 HY0754'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0754'SCHOOL AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 7.45 MILES
 HY0754'SOUTHEAST ALONG ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 HY0754'AT TWELVEPOLE SCHOOL, SET IN THE TOP OF A LARGE EMBEDDED BOULDER
 HY0754'ON SCHOOL GROUNDS, 186 FEET EAST OF CENTER LINE OF ROAD, 26 FEET
 HY0754'NORTHEAST OF NORTHWEST CORNER OF SCHOOL, 8 FEET NORTHWEST OF
 HY0754'SOUTHEAST END OF ROCK, 60 FEET SOUTHEAST OF A WELL WITH PUMP AND
 HY0754'ABOUT 6 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0546 ***********************************************************************
 HX0546  DESIGNATION -  H 160 USGS
 HX0546  PID         -  HX0546
 HX0546  STATE/COUNTY-  WV/POCAHONTAS
 HX0546  USGS QUAD   -  MARLINTON (1995)
 HX0546
 HX0546                         *CURRENT SURVEY CONTROL
 HX0546  ___________________________________________________________________
 HX0546* NAD 83(1986)-  38 13 24.     (N)    080 05 41.     (W)     SCALED    
 HX0546* NAVD 88     -       648.217  (meters)    2126.69   (feet)  ADJUSTED  
 HX0546  ___________________________________________________________________
 HX0546  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX0546  DYNAMIC HT  -         647.699 (meters)    2124.99  (feet)  COMP
 HX0546  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 HX0546
 HX0546  VERT ORDER  -  FIRST     CLASS II
 HX0546
 HX0546.The horizontal coordinates were scaled from a topographic map and have
 HX0546.an estimated accuracy of +/- 6 seconds.
 HX0546
 HX0546.The orthometric height was determined by differential leveling
 HX0546.and adjusted by the National Geodetic Survey in June 1991..
 HX0546
 HX0546.The geoid height was determined by GEOID03.
 HX0546
 HX0546.The dynamic height is computed by dividing the NAVD 88
 HX0546.geopotential number by the normal gravity value computed on the
 HX0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0546.degrees latitude (g = 980.6199 gals.).
 HX0546
 HX0546.The modeled gravity was interpolated from observed gravity values.
 HX0546
 HX0546;                    North         East    Units  Estimated Accuracy
 HX0546;SPC WV S     -   136,160.      679,260.      MT  (+/- 180 meters Scaled)
 HX0546
 HX0546                          SUPERSEDED SURVEY CONTROL
 HX0546
 HX0546  NGVD 29 (??/??/92)  648.296  (m)         2126.95   (f) ADJ UNCH    1 2
 HX0546
 HX0546.Superseded values are not recommended for survey control.
 HX0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0546.See file dsdata.txt to determine how the superseded data were derived.
 HX0546
 HX0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC792309(NAD 83)
 HX0546_MARKER: DD = SURVEY DISK
 HX0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0546_STAMPING: H 160 2122 W VA 1921
 HX0546_MARK LOGO: USGS  
 HX0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0546+STABILITY: SURFACE MOTION
 HX0546
 HX0546  HISTORY     - Date     Condition        Report By
 HX0546  HISTORY     - 1921     MONUMENTED       USGS
 HX0546  HISTORY     - 1962     GOOD             NGS
 HX0546  HISTORY     - 1983     GOOD             NGS
 HX0546
 HX0546                          STATION DESCRIPTION
 HX0546
 HX0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0546'AT MARLINTON.
 HX0546'AT MARLINTON, 92 YARDS SOUTHEAST ALONG MAIN STREET FROM THE
 HX0546'SOUTHEAST END OF STATE HIGHWAY 39 BRIDGE OVER THE GREENBRIER
 HX0546'RIVER, AT THE NORTHEAST EDGE OF THE LAWN AROUND THE MARLINTON
 HX0546'PRESBYTERIAN CHURCH, 20.4 FEET NORTHEAST OF THE NORTH CORNER
 HX0546'OF THE BRICK CHURCH, 12-1/2 FEET SOUTHWEST OF THE CURB OF MAIN
 HX0546'STREET, 73 FEET NORTHWEST OF THE CURB OF SECOND AVENUE, 5.7
 HX0546'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE SIDEWALK ALONG THE
 HX0546'NORTHEAST EDGE OF THE LAWN, ABOUT 6 INCHES ABOVE THE LEVEL OF
 HX0546'THE SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 HX0546'THE GROUND.
 HX0546
 HX0546                          STATION RECOVERY (1983)
 HX0546
 HX0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0293 ***********************************************************************
 GY0293  DESIGNATION -  H 161
 GY0293  PID         -  GY0293
 GY0293  STATE/COUNTY-  WV/MINGO
 GY0293  USGS QUAD   -  MAJESTIC (1977)
 GY0293
 GY0293                         *CURRENT SURVEY CONTROL
 GY0293  ___________________________________________________________________
 GY0293* NAD 83(1986)-  37 37 09.     (N)    082 00 30.     (W)     SCALED    
 GY0293* NAVD 88     -       421.730  (meters)    1383.63   (feet)  ADJUSTED  
 GY0293  ___________________________________________________________________
 GY0293  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GY0293  DYNAMIC HT  -         421.398 (meters)    1382.54  (feet)  COMP
 GY0293  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 GY0293
 GY0293  VERT ORDER  -  SECOND    CLASS 0
 GY0293
 GY0293.The horizontal coordinates were scaled from a topographic map and have
 GY0293.an estimated accuracy of +/- 6 seconds.
 GY0293
 GY0293.The orthometric height was determined by differential leveling
 GY0293.and adjusted by the National Geodetic Survey in June 1991..
 GY0293
 GY0293.The geoid height was determined by GEOID03.
 GY0293
 GY0293.The dynamic height is computed by dividing the NAVD 88
 GY0293.geopotential number by the normal gravity value computed on the
 GY0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0293.degrees latitude (g = 980.6199 gals.).
 GY0293
 GY0293.The modeled gravity was interpolated from observed gravity values.
 GY0293
 GY0293;                    North         East    Units  Estimated Accuracy
 GY0293;SPC WV S     -    69,210.      510,980.      MT  (+/- 180 meters Scaled)
 GY0293
 GY0293                          SUPERSEDED SURVEY CONTROL
 GY0293
 GY0293  NGVD 29 (??/??/92)  421.932  (m)         1384.29   (f) ADJ UNCH    2 0
 GY0293
 GY0293.Superseded values are not recommended for survey control.
 GY0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0293.See file dsdata.txt to determine how the superseded data were derived.
 GY0293
 GY0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB110640(NAD 83)
 GY0293_MARKER: DB = BENCH MARK DISK
 GY0293_SETTING: 66 = SET IN ROCK OUTCROP
 GY0293_SP_SET: ROCK CLIFF
 GY0293_STAMPING: H 161 1957
 GY0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0293+STABILITY: POSITION/ELEVATION WELL
 GY0293
 GY0293  HISTORY     - Date     Condition        Report By
 GY0293  HISTORY     - 1957     MONUMENTED       CGS
 GY0293
 GY0293                          STATION DESCRIPTION
 GY0293
 GY0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0293'7.6 MI NE FROM DEVON.
 GY0293'ABOUT 0.6 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0293'FROM THE STATION AT DEVON, THENCE ABOUT 6.45 MILES NORTHEAST
 GY0293'ALONG BEECH CREEK ROAD, THENCE ABOUT 0.5 MILE NORTHEAST ALONG
 GY0293'A DIRT ROAD, SET VERTICALLY IN THE NORTHWEST AT ABOUT THE CENTER
 GY0293'OF A MOSS COVERED ROCK CLIFF ABOUT 15 FEET LONG AND 12 FEET HIGH,
 GY0293'15 FEET SOUTHEAST OF CENTER LINE OF ROAD, 0.2 FOOT ABOVE A NARROW
 GY0293'LEDGE ON FACE OF CLIFF, 2 FEET ABOVE GROUND AND ABOUT 3 FEET
 GY0293'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2155 ***********************************************************************
 GX2155  DESIGNATION -  H 162
 GX2155  PID         -  GX2155
 GX2155  STATE/COUNTY-  WV/LOGAN
 GX2155  USGS QUAD   -  MALLORY (1976)
 GX2155
 GX2155                         *CURRENT SURVEY CONTROL
 GX2155  ___________________________________________________________________
 GX2155* NAD 83(1986)-  37 41 32.     (N)    081 51 22.     (W)     SCALED    
 GX2155* NAVD 88     -       230.980  (meters)     757.81   (feet)  ADJUSTED  
 GX2155  ___________________________________________________________________
 GX2155  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GX2155  DYNAMIC HT  -         230.805 (meters)     757.23  (feet)  COMP
 GX2155  MODELED GRAV-     979,867.7   (mgal)                       NAVD 88
 GX2155
 GX2155  VERT ORDER  -  SECOND    CLASS 0
 GX2155
 GX2155.The horizontal coordinates were scaled from a topographic map and have
 GX2155.an estimated accuracy of +/- 6 seconds.
 GX2155
 GX2155.The orthometric height was determined by differential leveling
 GX2155.and adjusted by the National Geodetic Survey in June 1991..
 GX2155
 GX2155.The geoid height was determined by GEOID03.
 GX2155
 GX2155.The dynamic height is computed by dividing the NAVD 88
 GX2155.geopotential number by the normal gravity value computed on the
 GX2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2155.degrees latitude (g = 980.6199 gals.).
 GX2155
 GX2155.The modeled gravity was interpolated from observed gravity values.
 GX2155
 GX2155;                    North         East    Units  Estimated Accuracy
 GX2155;SPC WV S     -    77,180.      524,500.      MT  (+/- 180 meters Scaled)
 GX2155
 GX2155                          SUPERSEDED SURVEY CONTROL
 GX2155
 GX2155  NGVD 29 (??/??/92)  231.189  (m)          758.49   (f) ADJ UNCH    2 0
 GX2155
 GX2155.Superseded values are not recommended for survey control.
 GX2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2155.See file dsdata.txt to determine how the superseded data were derived.
 GX2155
 GX2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB245720(NAD 83)
 GX2155_MARKER: DB = BENCH MARK DISK
 GX2155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2155_SP_SET: BRIDGE
 GX2155_STAMPING: H 162 1957
 GX2155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2155
 GX2155  HISTORY     - Date     Condition        Report By
 GX2155  HISTORY     - 1957     MONUMENTED       CGS
 GX2155  HISTORY     - 1963     GOOD             AEROS
 GX2155
 GX2155                          STATION DESCRIPTION
 GX2155
 GX2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2155'3.6 MI S FROM HUFF JUNCTION.
 GX2155'ABOUT 3.65 MILES SOUTH A LONG STATE HIGHWAY 80 FROM THE JUNCTION
 GX2155'OF STATE HIGHWAY 10 AT HUFF JUNCTION, AT CHRISTIAN, LOCATED
 GX2155'BETWEEN HIGHWAY AND THE CHESAPEAKE AND OHIO RAILWAY, ABOUT 4
 GX2155'RAILS NORTHWEST OF MILE POST 83, SET IN THE TOP OF SOUTHWEST
 GX2155'END OF NORTHWEST ABUTMENT OF RAILROAD BRIDGE NO. 830, 4 1/2
 GX2155'FEET SOUTHWEST OF SOUTHWEST RAIL, 16 FEET NORTHEAST OF CENTER
 GX2155'LINE OF HIGHWAY AND ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.
 GX2155
 GX2155                          STATION RECOVERY (1963)
 GX2155
 GX2155'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1434 ***********************************************************************
 HW1434  DESIGNATION -  H 17
 HW1434  PID         -  HW1434
 HW1434  STATE/COUNTY-  WV/PENDLETON
 HW1434  USGS QUAD   -  UPPER TRACT (1995)
 HW1434
 HW1434                         *CURRENT SURVEY CONTROL
 HW1434  ___________________________________________________________________
 HW1434* NAD 83(1986)-  38 47 36.     (N)    079 16 59.     (W)     SCALED    
 HW1434* NAVD 88     -       468.606  (meters)    1537.42   (feet)  ADJUSTED  
 HW1434  ___________________________________________________________________
 HW1434  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HW1434  DYNAMIC HT  -         468.276 (meters)    1536.34  (feet)  COMP
 HW1434  MODELED GRAV-     979,909.0   (mgal)                       NAVD 88
 HW1434
 HW1434  VERT ORDER  -  SECOND    CLASS 0
 HW1434
 HW1434.The horizontal coordinates were scaled from a topographic map and have
 HW1434.an estimated accuracy of +/- 6 seconds.
 HW1434
 HW1434.The orthometric height was determined by differential leveling
 HW1434.and adjusted by the National Geodetic Survey in June 1991..
 HW1434
 HW1434.The geoid height was determined by GEOID03.
 HW1434
 HW1434.The dynamic height is computed by dividing the NAVD 88
 HW1434.geopotential number by the normal gravity value computed on the
 HW1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1434.degrees latitude (g = 980.6199 gals.).
 HW1434
 HW1434.The modeled gravity was interpolated from observed gravity values.
 HW1434
 HW1434;                    North         East    Units  Estimated Accuracy
 HW1434;SPC WV S     -   200,430.      749,150.      MT  (+/- 180 meters Scaled)
 HW1434
 HW1434                          SUPERSEDED SURVEY CONTROL
 HW1434
 HW1434  NGVD 29 (??/??/92)  468.735  (m)         1537.84   (f) ADJ UNCH    2 0
 HW1434
 HW1434.Superseded values are not recommended for survey control.
 HW1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1434.See file dsdata.txt to determine how the superseded data were derived.
 HW1434
 HW1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC491952(NAD 83)
 HW1434_MARKER: DB = BENCH MARK DISK
 HW1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1434_STAMPING: H 17 1934
 HW1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1434+STABILITY: SURFACE MOTION
 HW1434
 HW1434  HISTORY     - Date     Condition        Report By
 HW1434  HISTORY     - 1934     MONUMENTED       CGS
 HW1434
 HW1434                          STATION DESCRIPTION
 HW1434
 HW1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1434'0.2 MI N FROM UPPER TRACT.
 HW1434'0.2 MILE NORTH ALONG U.S. HIGHWAY 220 FROM UPPER TRACT, PENDLETON
 HW1434'COUNTY, 0.25 MILE NORTH OF A WHITE CHURCH, 450 FEET NORTH OF THE
 HW1434'NORTH LIMIT OF THE TOWN, 7 YARDS EAST OF THE CENTERLINE OF THE
 HW1434'HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 HW1434'H 17 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2236 ***********************************************************************
 HX2236  DESIGNATION -  H 175
 HX2236  PID         -  HX2236
 HX2236  STATE/COUNTY-  WV/BOONE
 HX2236  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2236
 HX2236                         *CURRENT SURVEY CONTROL
 HX2236  ___________________________________________________________________
 HX2236* NAD 83(1986)-  38 06 21.     (N)    081 42 08.     (W)     SCALED    
 HX2236* NAVD 88     -       250.826  (meters)     822.92   (feet)  ADJUSTED  
 HX2236  ___________________________________________________________________
 HX2236  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HX2236  DYNAMIC HT  -         250.643 (meters)     822.32  (feet)  COMP
 HX2236  MODELED GRAV-     979,890.3   (mgal)                       NAVD 88
 HX2236
 HX2236  VERT ORDER  -  SECOND    CLASS 0
 HX2236
 HX2236.The horizontal coordinates were scaled from a topographic map and have
 HX2236.an estimated accuracy of +/- 6 seconds.
 HX2236
 HX2236.The orthometric height was determined by differential leveling
 HX2236.and adjusted by the National Geodetic Survey in June 1991..
 HX2236
 HX2236.The geoid height was determined by GEOID03.
 HX2236
 HX2236.The dynamic height is computed by dividing the NAVD 88
 HX2236.geopotential number by the normal gravity value computed on the
 HX2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2236.degrees latitude (g = 980.6199 gals.).
 HX2236
 HX2236.The modeled gravity was interpolated from observed gravity values.
 HX2236
 HX2236;                    North         East    Units  Estimated Accuracy
 HX2236;SPC WV S     -   122,970.      538,420.      MT  (+/- 180 meters Scaled)
 HX2236
 HX2236                          SUPERSEDED SURVEY CONTROL
 HX2236
 HX2236  NGVD 29 (??/??/92)  251.032  (m)          823.59   (f) ADJ UNCH    2 0
 HX2236
 HX2236.Superseded values are not recommended for survey control.
 HX2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2236.See file dsdata.txt to determine how the superseded data were derived.
 HX2236
 HX2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC384177(NAD 83)
 HX2236_MARKER: DB = BENCH MARK DISK
 HX2236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2236_SP_SET: CULVERT
 HX2236_STAMPING: H 175 1958
 HX2236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2236
 HX2236  HISTORY     - Date     Condition        Report By
 HX2236  HISTORY     - 1958     MONUMENTED       CGS
 HX2236
 HX2236                          STATION DESCRIPTION
 HX2236
 HX2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2236'2.6 MI S FROM PEYTONA.
 HX2236'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE CROSSING
 HX2236'OF THE CHESAPEAKE AND OHIO RAILWAY AT PEYTONA, 0.05 MILE
 HX2236'SOUTHWEST OF PIONEER DRIVE LEADING WEST AND A MOTEL, 20 1/2
 HX2236'FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, IN TOP OF THE NORTHEAST
 HX2236'END OF THE SOUTHEAST HEAD WALL FOR A 4-FOOT CONCRETE BOX CULVERT
 HX2236'UNDER THE HIGHWAY, 16 FEET NORTHEAST OF THE CENTER LINE OF A
 HX2236'DRIVE LEADING SOUTHEAST ACROSS A WOODEN BRIDGE, AND ABOUT 1/2
 HX2236'FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2430 ***********************************************************************
 GX2430  DESIGNATION -  H 176
 GX2430  PID         -  GX2430
 GX2430  STATE/COUNTY-  WV/WYOMING
 GX2430  USGS QUAD   -  GILBERT (1977)
 GX2430
 GX2430                         *CURRENT SURVEY CONTROL
 GX2430  ___________________________________________________________________
 GX2430* NAD 83(1986)-  37 34 43.     (N)    081 48 10.     (W)     SCALED    
 GX2430* NAVD 88     -       320.326  (meters)    1050.94   (feet)  ADJUSTED  
 GX2430  ___________________________________________________________________
 GX2430  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GX2430  DYNAMIC HT  -         320.079 (meters)    1050.13  (feet)  COMP
 GX2430  MODELED GRAV-     979,850.4   (mgal)                       NAVD 88
 GX2430
 GX2430  VERT ORDER  -  SECOND    CLASS 0
 GX2430
 GX2430.The horizontal coordinates were scaled from a topographic map and have
 GX2430.an estimated accuracy of +/- 6 seconds.
 GX2430
 GX2430.The orthometric height was determined by differential leveling
 GX2430.and adjusted by the National Geodetic Survey in June 1991..
 GX2430
 GX2430.The geoid height was determined by GEOID03.
 GX2430
 GX2430.The dynamic height is computed by dividing the NAVD 88
 GX2430.geopotential number by the normal gravity value computed on the
 GX2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2430.degrees latitude (g = 980.6199 gals.).
 GX2430
 GX2430.The modeled gravity was interpolated from observed gravity values.
 GX2430
 GX2430;                    North         East    Units  Estimated Accuracy
 GX2430;SPC WV S     -    64,530.      529,090.      MT  (+/- 180 meters Scaled)
 GX2430
 GX2430                          SUPERSEDED SURVEY CONTROL
 GX2430
 GX2430  NGVD 29 (??/??/92)  320.524  (m)         1051.59   (f) ADJ UNCH    2 0
 GX2430
 GX2430.Superseded values are not recommended for survey control.
 GX2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2430.See file dsdata.txt to determine how the superseded data were derived.
 GX2430
 GX2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB291593(NAD 83)
 GX2430_MARKER: DB = BENCH MARK DISK
 GX2430_SETTING: 66 = SET IN ROCK OUTCROP
 GX2430_SP_SET: ROCK CUT
 GX2430_STAMPING: H 176 1958
 GX2430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2430+STABILITY: POSITION/ELEVATION WELL
 GX2430
 GX2430  HISTORY     - Date     Condition        Report By
 GX2430  HISTORY     - 1958     MONUMENTED       CGS
 GX2430  HISTORY     - 1963     GOOD             AEROS
 GX2430
 GX2430                          STATION DESCRIPTION
 GX2430
 GX2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2430'7.4 MI SE FROM GILBERT.
 GX2430'ABOUT 7.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE
 GX2430'JUNCTION OF STATE HIGHWAY 80 AT GILBERT, 0.1 MILE SOUTH OF THE
 GX2430'JUNCTION OF A BLACK TOP ROAD AND CHURCH (ROAD LEADING EAST TO
 GX2430'BAILEYSVILLE), AT THE JUNCTION OF A DRIVE LEADING WEST ACROSS A
 GX2430'CONCRETE BRIDGE OVER LITTLE HUFF CREEK, 18 FEET EAST OF THE CENTER
 GX2430'LINE OF THE HIGHWAY, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 GX2430'SOUTH ONE OF TWO V SHAPED ROCKS IN A ROCK CUT, 2 FEET ABOVE THE
 GX2430'GROUND, 48 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVE WEST,
 GX2430'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GX2430
 GX2430                          STATION RECOVERY (1963)
 GX2430
 GX2430'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0582 ***********************************************************************
 HX0582  DESIGNATION -  H 176=2266
 HX0582  PID         -  HX0582
 HX0582  STATE/COUNTY-  WV/POCAHONTAS
 HX0582  USGS QUAD   -  MARLINTON (1995)
 HX0582
 HX0582                         *CURRENT SURVEY CONTROL
 HX0582  ___________________________________________________________________
 HX0582* NAD 83(1986)-  38 11 20.     (N)    080 00 58.     (W)     SCALED    
 HX0582* NAVD 88     -       690.937  (meters)    2266.85   (feet)  ADJUSTED  
 HX0582  ___________________________________________________________________
 HX0582  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HX0582  DYNAMIC HT  -         690.377 (meters)    2265.01  (feet)  COMP
 HX0582  MODELED GRAV-     979,795.6   (mgal)                       NAVD 88
 HX0582
 HX0582  VERT ORDER  -  SECOND    CLASS 0
 HX0582
 HX0582.The horizontal coordinates were scaled from a topographic map and have
 HX0582.an estimated accuracy of +/- 6 seconds.
 HX0582
 HX0582.The orthometric height was determined by differential leveling
 HX0582.and adjusted by the National Geodetic Survey in June 1991..
 HX0582
 HX0582.The geoid height was determined by GEOID03.
 HX0582
 HX0582.The dynamic height is computed by dividing the NAVD 88
 HX0582.geopotential number by the normal gravity value computed on the
 HX0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0582.degrees latitude (g = 980.6199 gals.).
 HX0582
 HX0582.The modeled gravity was interpolated from observed gravity values.
 HX0582
 HX0582;                    North         East    Units  Estimated Accuracy
 HX0582;SPC WV S     -   132,410.      686,190.      MT  (+/- 180 meters Scaled)
 HX0582
 HX0582                          SUPERSEDED SURVEY CONTROL
 HX0582
 HX0582  NGVD 29 (??/??/92)  691.016  (m)         2267.11   (f) ADJ UNCH    2 0
 HX0582
 HX0582.Superseded values are not recommended for survey control.
 HX0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0582.See file dsdata.txt to determine how the superseded data were derived.
 HX0582
 HX0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC861272(NAD 83)
 HX0582_MARKER: DD = SURVEY DISK
 HX0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0582_STAMPING: H 176 1921
 HX0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0582+STABILITY: SURFACE MOTION
 HX0582
 HX0582  HISTORY     - Date     Condition        Report By
 HX0582  HISTORY     - 1921     MONUMENTED       USGS
 HX0582  HISTORY     - 1934     GOOD             NGS
 HX0582
 HX0582                          STATION DESCRIPTION
 HX0582
 HX0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX0582'AT HUNTERSVILLE.
 HX0582'AT HUNTERSVILLE, POCAHONTAS COUNTY, ON STATE HIGHWAY 28, AT
 HX0582'THE JUNCTION WITH THE ROAD LEADING TO BURRS VALLEY, 63 FEET
 HX0582'SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST OFFICE, 7 FEET
 HX0582'SOUTH OF THE SOUTHWEST CORNER OF THE SOUTHEAST END OF A CONCRETE
 HX0582'CULVERT, 6-1/2 FEET SOUTHEAST OF THE NORTHWEST CORNER OF A BOARD
 HX0582'FENCE, 36 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 HX0582'ABOUT 6 INCHES LOWER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 HX0582'SURVEY STANDARD DISK, STAMPED H 176 1921 AND SET IN THE TOP OF A
 HX0582'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2442 ***********************************************************************
 GX2442  DESIGNATION -  H 177
 GX2442  PID         -  GX2442
 GX2442  STATE/COUNTY-  WV/WYOMING
 GX2442  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2442
 GX2442                         *CURRENT SURVEY CONTROL
 GX2442  ___________________________________________________________________
 GX2442* NAD 83(1986)-  37 31 33.     (N)    081 38 28.     (W)     SCALED    
 GX2442* NAVD 88     -       474.329  (meters)    1556.19   (feet)  ADJUSTED  
 GX2442  ___________________________________________________________________
 GX2442  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX2442  DYNAMIC HT  -         473.953 (meters)    1554.96  (feet)  COMP
 GX2442  MODELED GRAV-     979,821.2   (mgal)                       NAVD 88
 GX2442
 GX2442  VERT ORDER  -  SECOND    CLASS 0
 GX2442
 GX2442.The horizontal coordinates were scaled from a topographic map and have
 GX2442.an estimated accuracy of +/- 6 seconds.
 GX2442
 GX2442.The orthometric height was determined by differential leveling
 GX2442.and adjusted by the National Geodetic Survey in June 1991..
 GX2442
 GX2442.The geoid height was determined by GEOID03.
 GX2442
 GX2442.The dynamic height is computed by dividing the NAVD 88
 GX2442.geopotential number by the normal gravity value computed on the
 GX2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2442.degrees latitude (g = 980.6199 gals.).
 GX2442
 GX2442.The modeled gravity was interpolated from observed gravity values.
 GX2442
 GX2442;                    North         East    Units  Estimated Accuracy
 GX2442;SPC WV S     -    58,560.      543,330.      MT  (+/- 180 meters Scaled)
 GX2442
 GX2442                          SUPERSEDED SURVEY CONTROL
 GX2442
 GX2442  NGVD 29 (??/??/92)  474.505  (m)         1556.77   (f) ADJ UNCH    2 0
 GX2442
 GX2442.Superseded values are not recommended for survey control.
 GX2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2442.See file dsdata.txt to determine how the superseded data were derived.
 GX2442
 GX2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB433534(NAD 83)
 GX2442_MARKER: DB = BENCH MARK DISK
 GX2442_SETTING: 66 = SET IN ROCK OUTCROP
 GX2442_SP_SET: ROCK CUT
 GX2442_STAMPING: H 177 1958
 GX2442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2442+STABILITY: POSITION/ELEVATION WELL
 GX2442
 GX2442  HISTORY     - Date     Condition        Report By
 GX2442  HISTORY     - 1958     MONUMENTED       CGS
 GX2442  HISTORY     - 1963     GOOD             AEROS
 GX2442
 GX2442                          STATION DESCRIPTION
 GX2442
 GX2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2442'4.6 MI N FROM DAVY.
 GX2442'ABOUT 4.55 MILES NORTH ALONG A BLACK TOP ROAD TO BAILEYSVILLE
 GX2442'FROM THE SCHOOL AT DAVY, 0.6 MILE SOUTH OF THE SHIELDS BAPTIST
 GX2442'CHURCH, ABOUT 75 YARDS NORTH OF THE NORTH END OF A CURVE WITH
 GX2442'TANGENTS EXTENDING NORTH AND SOUTHWEST, NEAR THE TOP OF A SHORT
 GX2442'HILL, SET VERTICALLY IN THE WEST FACE OF A ROCK CUT, 15 FEET
 GX2442'EAST OF CENTER LINE OF ROAD, 48 FEET SOUTH OF THE NORTH END OF
 GX2442'THE CUT, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2442
 GX2442                          STATION RECOVERY (1963)
 GX2442
 GX2442'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0609 ***********************************************************************
 HX0609  DESIGNATION -  H 177 USGS
 HX0609  PID         -  HX0609
 HX0609  STATE/COUNTY-  WV/POCAHONTAS
 HX0609  USGS QUAD   -  EDRAY (1995)
 HX0609
 HX0609                         *CURRENT SURVEY CONTROL
 HX0609  ___________________________________________________________________
 HX0609* NAD 83(1986)-  38 16 04.     (N)    080 05 33.     (W)     SCALED    
 HX0609* NAVD 88     -       762.808  (meters)    2502.65   (feet)  ADJUSTED  
 HX0609  ___________________________________________________________________
 HX0609  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HX0609  DYNAMIC HT  -         762.195 (meters)    2500.63  (feet)  COMP
 HX0609  MODELED GRAV-     979,799.8   (mgal)                       NAVD 88
 HX0609
 HX0609  VERT ORDER  -  SECOND    CLASS 0
 HX0609
 HX0609.The horizontal coordinates were scaled from a topographic map and have
 HX0609.an estimated accuracy of +/- 6 seconds.
 HX0609
 HX0609.The orthometric height was determined by differential leveling
 HX0609.and adjusted by the National Geodetic Survey in June 1991..
 HX0609
 HX0609.The geoid height was determined by GEOID03.
 HX0609
 HX0609.The dynamic height is computed by dividing the NAVD 88
 HX0609.geopotential number by the normal gravity value computed on the
 HX0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0609.degrees latitude (g = 980.6199 gals.).
 HX0609
 HX0609.The modeled gravity was interpolated from observed gravity values.
 HX0609
 HX0609;                    North         East    Units  Estimated Accuracy
 HX0609;SPC WV S     -   141,100.      679,410.      MT  (+/- 180 meters Scaled)
 HX0609
 HX0609                          SUPERSEDED SURVEY CONTROL
 HX0609
 HX0609  NGVD 29 (??/??/92)  762.889  (m)         2502.91   (f) ADJ UNCH    2 0
 HX0609
 HX0609.Superseded values are not recommended for survey control.
 HX0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0609.See file dsdata.txt to determine how the superseded data were derived.
 HX0609
 HX0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC793359(NAD 83)
 HX0609_MARKER: DD = SURVEY DISK
 HX0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0609_STAMPING: H 177 W VA 1921
 HX0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0609+STABILITY: SURFACE MOTION
 HX0609
 HX0609  HISTORY     - Date     Condition        Report By
 HX0609  HISTORY     - 1921     MONUMENTED       USGS
 HX0609  HISTORY     - 1962     GOOD             NGS
 HX0609  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0609
 HX0609                          STATION DESCRIPTION
 HX0609
 HX0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0609'3.2 MI N FROM MARLINTON.
 HX0609'3.15 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST END OF
 HX0609'STATE HIGHWAY 39 BRIDGE OVER GREENBRIER RIVER AT MARLINTON,
 HX0609'AT THE CITY LIMIT SIGN OF EDRAY, AT THE JUNCTION OF A BLACK
 HX0609'TOP ROAD LEADING WEST TO WOODROW, 29 FEET WEST OF THE CENTER
 HX0609'LINE OF THE HIGHWAY, 62 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX0609'JUNCTION OF THE BLACK TOP ROAD, 54 FEET SOUTH OF THE CENTER LINE
 HX0609'OF THE BLACK TOP ROAD, 6 1/2 FEET SOUTHWEST OF A TELEPHONE POLE,
 HX0609'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND IS SET IN THE
 HX0609'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HX0609
 HX0609                          STATION RECOVERY (1983)
 HX0609
 HX0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0609'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2455 ***********************************************************************
 GX2455  DESIGNATION -  H 178
 GX2455  PID         -  GX2455
 GX2455  STATE/COUNTY-  WV/WYOMING
 GX2455  USGS QUAD   -  PINEVILLE (1976)
 GX2455
 GX2455                         *CURRENT SURVEY CONTROL
 GX2455  ___________________________________________________________________
 GX2455* NAD 83(1986)-  37 35 02.     (N)    081 35 51.     (W)     SCALED    
 GX2455* NAVD 88     -       369.156  (meters)    1211.14   (feet)  ADJUSTED  
 GX2455  ___________________________________________________________________
 GX2455  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX2455  DYNAMIC HT  -         368.862 (meters)    1210.17  (feet)  COMP
 GX2455  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GX2455
 GX2455  VERT ORDER  -  SECOND    CLASS 0
 GX2455
 GX2455.The horizontal coordinates were scaled from a topographic map and have
 GX2455.an estimated accuracy of +/- 6 seconds.
 GX2455
 GX2455.The orthometric height was determined by differential leveling
 GX2455.and adjusted by the National Geodetic Survey in June 1991..
 GX2455
 GX2455.The geoid height was determined by GEOID03.
 GX2455
 GX2455.The dynamic height is computed by dividing the NAVD 88
 GX2455.geopotential number by the normal gravity value computed on the
 GX2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2455.degrees latitude (g = 980.6199 gals.).
 GX2455
 GX2455.The modeled gravity was interpolated from observed gravity values.
 GX2455
 GX2455;                    North         East    Units  Estimated Accuracy
 GX2455;SPC WV S     -    64,980.      547,230.      MT  (+/- 180 meters Scaled)
 GX2455
 GX2455                          SUPERSEDED SURVEY CONTROL
 GX2455
 GX2455  NGVD 29 (??/??/92)  369.329  (m)         1211.71   (f) ADJ UNCH    2 0
 GX2455
 GX2455.Superseded values are not recommended for survey control.
 GX2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2455.See file dsdata.txt to determine how the superseded data were derived.
 GX2455
 GX2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB472598(NAD 83)
 GX2455_MARKER: DB = BENCH MARK DISK
 GX2455_SETTING: 66 = SET IN ROCK OUTCROP
 GX2455_SP_SET: LEDGE
 GX2455_STAMPING: H 178 1958
 GX2455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2455+STABILITY: POSITION/ELEVATION WELL
 GX2455
 GX2455  HISTORY     - Date     Condition        Report By
 GX2455  HISTORY     - 1958     MONUMENTED       CGS
 GX2455  HISTORY     - 1963     GOOD             AEROS
 GX2455  HISTORY     - 1980     GOOD             LOCSUR
 GX2455
 GX2455                          STATION DESCRIPTION
 GX2455
 GX2455'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2455'5.8 MI W FROM PINEVILLE.
 GX2455'ABOUT 5.75 MILES WEST ALONG A BLACK TOP ROAD TO BAILEYSVILLE
 GX2455'FROM THE COURTHOUSE AT PINEVILLE, 0.45 MILE EAST OF THE CROSSING
 GX2455'OF THE VIRGINIAN RAILWAY, 0.3 MILE SOUTHWEST OF A ROAD SOUTHEAST
 GX2455'TO A BRIDGE OVER THE GUYANDOT RIVER, 15 FEET NORTHWEST OF THE
 GX2455'CENTER LINE OF THE ROAD, SET VERTICALLY IN THE SOUTHEAST FACE
 GX2455'AND NEAR THE CENTER OF A SLOPING ROCK THAT IS 12-FEET LONG AND
 GX2455'4-FEET HIGH AND PROJECTING OUT OF MOUNTAIN SIDE, AND ABOUT 2
 GX2455'FEET ABOVE THE LEVEL OF THE ROAD.
 GX2455
 GX2455                          STATION RECOVERY (1963)
 GX2455
 GX2455'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2455'RECOVERED IN GOOD CONDITION.
 GX2455
 GX2455                          STATION RECOVERY (1980)
 GX2455
 GX2455'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1896 ***********************************************************************
 GX1896  DESIGNATION -  H 179
 GX1896  PID         -  GX1896
 GX1896  STATE/COUNTY-  WV/MCDOWELL
 GX1896  USGS QUAD   -  WAR (1977)
 GX1896
 GX1896                         *CURRENT SURVEY CONTROL
 GX1896  ___________________________________________________________________
 GX1896* NAD 83(1986)-  37 20 25.     (N)    081 43 07.     (W)     SCALED    
 GX1896* NAVD 88     -       394.295  (meters)    1293.62   (feet)  ADJUSTED  
 GX1896  ___________________________________________________________________
 GX1896  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX1896  DYNAMIC HT  -         393.966 (meters)    1292.54  (feet)  COMP
 GX1896  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 GX1896
 GX1896  VERT ORDER  -  SECOND    CLASS 0
 GX1896
 GX1896.The horizontal coordinates were scaled from a topographic map and have
 GX1896.an estimated accuracy of +/- 6 seconds.
 GX1896
 GX1896.The orthometric height was determined by differential leveling
 GX1896.and adjusted by the National Geodetic Survey in June 1991..
 GX1896
 GX1896.The geoid height was determined by GEOID03.
 GX1896
 GX1896.The dynamic height is computed by dividing the NAVD 88
 GX1896.geopotential number by the normal gravity value computed on the
 GX1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1896.degrees latitude (g = 980.6199 gals.).
 GX1896
 GX1896.The modeled gravity was interpolated from observed gravity values.
 GX1896
 GX1896;                    North         East    Units  Estimated Accuracy
 GX1896;SPC WV S     -    38,010.      536,320.      MT  (+/- 180 meters Scaled)
 GX1896
 GX1896                          SUPERSEDED SURVEY CONTROL
 GX1896
 GX1896  NGVD 29 (??/??/92)  394.460  (m)         1294.16   (f) ADJ UNCH    2 0
 GX1896
 GX1896.Superseded values are not recommended for survey control.
 GX1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1896.See file dsdata.txt to determine how the superseded data were derived.
 GX1896
 GX1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB363328(NAD 83)
 GX1896_MARKER: DB = BENCH MARK DISK
 GX1896_SETTING: 66 = SET IN ROCK OUTCROP
 GX1896_SP_SET: SET IN ROCK OUTCROP
 GX1896_STAMPING: H 179 1958
 GX1896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1896+STABILITY: POSITION/ELEVATION WELL
 GX1896
 GX1896  HISTORY     - Date     Condition        Report By
 GX1896  HISTORY     - 1958     MONUMENTED       CGS
 GX1896  HISTORY     - 1967     MARK NOT FOUND   USGS
 GX1896
 GX1896                          STATION DESCRIPTION
 GX1896
 GX1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1896'0.4 MI W FROM ENGLISH.
 GX1896'0.35 MILE WEST ALONG STATE HIGHWAY 83 FROM THE NORFOLK AND
 GX1896'WESTERN RAILWAY STATION AT ENGLISH, 0.5 MILE EAST OF THE SCHOOL
 GX1896'AT BARTLEY, ABOUT 11 1/2 RAILS SOUTHWEST OF RAILWAY SIGNAL
 GX1896'1172, AT MILEPOLE 17-10, SET VERTICALLY IN THE SOUTHEAST FAVE
 GX1896'OF A ROCK CUT, 19 FEET NORTHWEST OF THE NORTHWEST RAIL, 36 FEET
 GX1896'SOUTH OF THE MILEPOLE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 GX1896'TRACK.
 GX1896
 GX1896                          STATION RECOVERY (1967)
 GX1896
 GX1896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GX1896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0621 ***********************************************************************
 HX0621  DESIGNATION -  H 179 USGS
 HX0621  PID         -  HX0621
 HX0621  STATE/COUNTY-  WV/POCAHONTAS
 HX0621  USGS QUAD   -  EDRAY (1995)
 HX0621
 HX0621                         *CURRENT SURVEY CONTROL
 HX0621  ___________________________________________________________________
 HX0621* NAD 83(1986)-  38 19 56.     (N)    080 05 34.     (W)     SCALED    
 HX0621* NAVD 88     -       934.231  (meters)    3065.06   (feet)  ADJUSTED  
 HX0621  ___________________________________________________________________
 HX0621  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0621  DYNAMIC HT  -         933.448 (meters)    3062.49  (feet)  COMP
 HX0621  MODELED GRAV-     979,758.6   (mgal)                       NAVD 88
 HX0621
 HX0621  VERT ORDER  -  SECOND    CLASS 0
 HX0621
 HX0621.The horizontal coordinates were scaled from a topographic map and have
 HX0621.an estimated accuracy of +/- 6 seconds.
 HX0621
 HX0621.The orthometric height was determined by differential leveling
 HX0621.and adjusted by the National Geodetic Survey in June 1991..
 HX0621
 HX0621.The geoid height was determined by GEOID03.
 HX0621
 HX0621.The dynamic height is computed by dividing the NAVD 88
 HX0621.geopotential number by the normal gravity value computed on the
 HX0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0621.degrees latitude (g = 980.6199 gals.).
 HX0621
 HX0621.The modeled gravity was interpolated from observed gravity values.
 HX0621
 HX0621;                    North         East    Units  Estimated Accuracy
 HX0621;SPC WV S     -   148,250.      679,320.      MT  (+/- 180 meters Scaled)
 HX0621
 HX0621                          SUPERSEDED SURVEY CONTROL
 HX0621
 HX0621  NGVD 29 (??/??/92)  934.292  (m)         3065.26   (f) ADJ UNCH    2 0
 HX0621
 HX0621.Superseded values are not recommended for survey control.
 HX0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0621.See file dsdata.txt to determine how the superseded data were derived.
 HX0621
 HX0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC792430(NAD 83)
 HX0621_MARKER: DD = SURVEY DISK
 HX0621_SETTING: 80 = SET IN A BOULDER
 HX0621_SP_SET: BOULDER
 HX0621_STAMPING: H 179 W VA 1921
 HX0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0621+STABILITY: SURFACE MOTION
 HX0621
 HX0621  HISTORY     - Date     Condition        Report By
 HX0621  HISTORY     - 1921     MONUMENTED       USGS
 HX0621  HISTORY     - 1962     GOOD             NGS
 HX0621  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0621
 HX0621                          STATION DESCRIPTION
 HX0621
 HX0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0621'6.8 MI S FROM SLATY FORK.
 HX0621'6.8 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL
 HX0621'AT SLATY FORK, ABOUT 8.7 MILES NORTH ALONG U.S. HIGHWAY 219
 HX0621'FROM THE NORTHWEST END OF THE STATE HIGHWAY 39 BRIDGE OVER
 HX0621'GREENBRIER RIVER AT MARLINTON, ABOUT 0.2 MILE NORTHEAST OF THE
 HX0621'NORTHEAST END OF A CONCRETE BRIDGE OVER A SMALL STREAM, ON TOP OF
 HX0621'A FLAT ROCK BOULDER ABOUT 9-BY 6-FOOT WIDE THAT SETS BETWEEN
 HX0621'THE HIGHWAY AND AN ABANDONED RAILROAD, AT THE NORTHEAST END
 HX0621'OF A DEEP CUT FOR HIGHWAY 219, 127 FEET SOUTHEAST OF THE CENTER
 HX0621'LINE OF THE HIGHWAY, 26 FEET NORTHWEST OF THE CENTER LINE OF
 HX0621'THE ABANDONED RAILROAD ROADBED, 1.6 FEET NORTHWEST OF THE
 HX0621'SOUTHEAST END OF THE ROCK, ABOUT 15 FEET ABOVE THE LEVEL OF THE
 HX0621'HIGHWAY, AND ABOUT 5 FEET BELOW THE LEVEL OF THE OLD ROADBED.
 HX0621'NOTE-- THE DISK HAS BEEN BATTERED SO ONE CAN NOT READ ALL OF
 HX0621'H 179.
 HX0621
 HX0621                          STATION RECOVERY (1983)
 HX0621
 HX0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0621'NOT RECOVERED, ASSUMED DESTROYED BY GRADING FOR HOUSE TRAILER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0331 ***********************************************************************
 JW0331  DESIGNATION -  H 18
 JW0331  PID         -  JW0331
 JW0331  STATE/COUNTY-  WV/HAMPSHIRE
 JW0331  USGS QUAD   -  ROMNEY (1979)
 JW0331
 JW0331                         *CURRENT SURVEY CONTROL
 JW0331  ___________________________________________________________________
 JW0331* NAD 83(1986)-  39 19 43.     (N)    078 48 57.     (W)     SCALED    
 JW0331* NAVD 88     -       236.103  (meters)     774.61   (feet)  ADJUSTED  
 JW0331  ___________________________________________________________________
 JW0331  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JW0331  DYNAMIC HT  -         235.958 (meters)     774.14  (feet)  COMP
 JW0331  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 JW0331
 JW0331  VERT ORDER  -  SECOND    CLASS 0
 JW0331
 JW0331.The horizontal coordinates were scaled from a topographic map and have
 JW0331.an estimated accuracy of +/- 6 seconds.
 JW0331
 JW0331.The orthometric height was determined by differential leveling
 JW0331.and adjusted by the National Geodetic Survey in June 1991..
 JW0331
 JW0331.The geoid height was determined by GEOID03.
 JW0331
 JW0331.The dynamic height is computed by dividing the NAVD 88
 JW0331.geopotential number by the normal gravity value computed on the
 JW0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0331.degrees latitude (g = 980.6199 gals.).
 JW0331
 JW0331.The modeled gravity was interpolated from observed gravity values.
 JW0331
 JW0331;                    North         East    Units  Estimated Accuracy
 JW0331;SPC WV N     -    92,210.      658,990.      MT  (+/- 180 meters Scaled)
 JW0331
 JW0331                          SUPERSEDED SURVEY CONTROL
 JW0331
 JW0331  NGVD 29 (??/??/92)  236.273  (m)          775.17   (f) ADJ UNCH    2 0
 JW0331
 JW0331.Superseded values are not recommended for survey control.
 JW0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0331.See file dsdata.txt to determine how the superseded data were derived.
 JW0331
 JW0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD882555(NAD 83)
 JW0331_MARKER: DB = BENCH MARK DISK
 JW0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0331_STAMPING: H 18 1934
 JW0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0331+STABILITY: SURFACE MOTION
 JW0331
 JW0331  HISTORY     - Date     Condition        Report By
 JW0331  HISTORY     - 1934     MONUMENTED       CGS
 JW0331
 JW0331                          STATION DESCRIPTION
 JW0331
 JW0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0331'2.5 MI W FROM VANDERLIP.
 JW0331'2.5 MILES WEST ALONG U.S. HIGHWAY 50 FROM VANDERLIP, HAMPSHIRE
 JW0331'COUNTY, 6.7 MILES SOUTHEAST OF BURLINGTON, MINERAL COUNTY, 300
 JW0331'YARDS SOUTH OF A SAWMILL, 12 YARDS NORTHWEST OF THE CENTERLINE OF
 JW0331'THE HIGHWAY, 2 YARDS SOUTHEAST OF A FENCE LINE, AND LEVEL WITH
 JW0331'THE HIGHWAY.  A STANDARD DISK, STAMPED H 18 1934 AND SET IN THE
 JW0331'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2148 ***********************************************************************
 GX2148  DESIGNATION -  H 180
 GX2148  PID         -  GX2148
 GX2148  STATE/COUNTY-  WV/WYOMING
 GX2148  USGS QUAD   -  MATHENY (1976)
 GX2148
 GX2148                         *CURRENT SURVEY CONTROL
 GX2148  ___________________________________________________________________
 GX2148* NAD 83(1986)-  37 42 59.     (N)    081 35 52.     (W)     SCALED    
 GX2148* NAVD 88     -       418.197  (meters)    1372.03   (feet)  ADJUSTED  
 GX2148  ___________________________________________________________________
 GX2148  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX2148  DYNAMIC HT  -         417.863 (meters)    1370.94  (feet)  COMP
 GX2148  MODELED GRAV-     979,818.6   (mgal)                       NAVD 88
 GX2148
 GX2148  VERT ORDER  -  SECOND    CLASS 0
 GX2148
 GX2148.The horizontal coordinates were scaled from a topographic map and have
 GX2148.an estimated accuracy of +/- 6 seconds.
 GX2148
 GX2148.The orthometric height was determined by differential leveling
 GX2148.and adjusted by the National Geodetic Survey in June 1991..
 GX2148
 GX2148.The geoid height was determined by GEOID03.
 GX2148
 GX2148.The dynamic height is computed by dividing the NAVD 88
 GX2148.geopotential number by the normal gravity value computed on the
 GX2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2148.degrees latitude (g = 980.6199 gals.).
 GX2148
 GX2148.The modeled gravity was interpolated from observed gravity values.
 GX2148
 GX2148;                    North         East    Units  Estimated Accuracy
 GX2148;SPC WV S     -    79,680.      547,300.      MT  (+/- 180 meters Scaled)
 GX2148
 GX2148                          SUPERSEDED SURVEY CONTROL
 GX2148
 GX2148  NGVD 29 (??/??/92)  418.359  (m)         1372.57   (f) ADJ UNCH    2 0
 GX2148
 GX2148.Superseded values are not recommended for survey control.
 GX2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2148.See file dsdata.txt to determine how the superseded data were derived.
 GX2148
 GX2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB473745(NAD 83)
 GX2148_MARKER: DB = BENCH MARK DISK
 GX2148_SETTING: 66 = SET IN ROCK OUTCROP
 GX2148_SP_SET: ROCK OUTCROP
 GX2148_STAMPING: H 180 1958
 GX2148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2148+STABILITY: POSITION/ELEVATION WELL
 GX2148
 GX2148  HISTORY     - Date     Condition        Report By
 GX2148  HISTORY     - 1958     MONUMENTED       CGS
 GX2148
 GX2148                          STATION DESCRIPTION
 GX2148
 GX2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2148'2.2 MI SW FROM KOPPERSTON.
 GX2148'ABOUT 2.2 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GX2148'AT KOPPERSTON, 0.25 MILE NORTH OF A SIDE ROAD LEADING EAST,
 GX2148'AT TONEY FORK, AT A GULF SERVICE STATION WEST OF THE ROAD,
 GX2148'76 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP
 GX2148'OF A SLANTING ROCK OUTCROP, 42 FEET SOUTHEAST OF THE SOUTHWEST
 GX2148'CORNER OF THE STATION, 11 1/2 FEET EAST OF THE WEST END OF THE
 GX2148'ROCK, AND ABOUT 4 FEET ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0625 ***********************************************************************
 HX0625  DESIGNATION -  H 180 USGS
 HX0625  PID         -  HX0625
 HX0625  STATE/COUNTY-  WV/POCAHONTAS
 HX0625  USGS QUAD   -  EDRAY (1995)
 HX0625
 HX0625                         *CURRENT SURVEY CONTROL
 HX0625  ___________________________________________________________________
 HX0625* NAD 83(1986)-  38 21 52.     (N)    080 06 06.     (W)     SCALED    
 HX0625* NAVD 88     -       899.493  (meters)    2951.09   (feet)  ADJUSTED  
 HX0625  ___________________________________________________________________
 HX0625  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HX0625  DYNAMIC HT  -         898.753 (meters)    2948.66  (feet)  COMP
 HX0625  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 HX0625
 HX0625  VERT ORDER  -  FIRST     CLASS II
 HX0625
 HX0625.The horizontal coordinates were scaled from a topographic map and have
 HX0625.an estimated accuracy of +/- 6 seconds.
 HX0625
 HX0625.The orthometric height was determined by differential leveling
 HX0625.and adjusted by the National Geodetic Survey in June 1991..
 HX0625.WARNING-Repeat measurements at this control monument indicate possible
 HX0625.vertical movement.
 HX0625
 HX0625.The geoid height was determined by GEOID03.
 HX0625
 HX0625.The dynamic height is computed by dividing the NAVD 88
 HX0625.geopotential number by the normal gravity value computed on the
 HX0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0625.degrees latitude (g = 980.6199 gals.).
 HX0625
 HX0625.The modeled gravity was interpolated from observed gravity values.
 HX0625
 HX0625;                    North         East    Units  Estimated Accuracy
 HX0625;SPC WV S     -   151,820.      678,500.      MT  (+/- 180 meters Scaled)
 HX0625
 HX0625                          SUPERSEDED SURVEY CONTROL
 HX0625
 HX0625  NGVD 29 (??/??/92)  899.515  (m)         2951.16   (f) ADJ UNCH    1 2
 HX0625
 HX0625.Superseded values are not recommended for survey control.
 HX0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0625.See file dsdata.txt to determine how the superseded data were derived.
 HX0625
 HX0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC784466(NAD 83)
 HX0625_MARKER: DD = SURVEY DISK
 HX0625_SETTING: 80 = SET IN A BOULDER
 HX0625_STAMPING: H 180 W VA 1921
 HX0625_MARK LOGO: USGS  
 HX0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0625+STABILITY: SURFACE MOTION
 HX0625
 HX0625  HISTORY     - Date     Condition        Report By
 HX0625  HISTORY     - 1921     MONUMENTED       USGS
 HX0625  HISTORY     - 1962     GOOD             NGS
 HX0625  HISTORY     - 1983     GOOD             NGS
 HX0625
 HX0625                          STATION DESCRIPTION
 HX0625
 HX0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0625'4.3 MI S FROM SLATY FORK.
 HX0625'4.3 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL
 HX0625'AT SLATY FORK, ON TOP OF A ROCK ABOUT 1-BY 1-FOOT WIDE THAT
 HX0625'PROJECTS OUT OF NORTHEAST ROAD BANK, AT THE SOUTH CORNER OF
 HX0625'THE ROAD AROUND MARYS CHAPEL CHURCH, 28 1/2 FEET NORTHEAST OF
 HX0625'THE CENTER LINE OF THE HIGHWAY, 57 FEET SOUTH OF THE SOUTH
 HX0625'CORNER OF THE WOODEN FRAME CHURCH BUILDING, 3 FEET SOUTHWEST
 HX0625'OF THE SOUTHWEST ONE OF A ROW OF 8-INCH PINE TREES ALONG THE
 HX0625'SOUTHEAST EDGE OF THE CHURCH YARD, 1 FOOT NORTHEAST OF THE
 HX0625'EDGE OF THE NORTHEAST ROAD BANK, 295 FEET NORTHWEST OF BENCH MARK
 HX0625'P 245, ABOUT LEVEL WITH THE GROUND, AND ABOUT 6 FEET ABOVE
 HX0625'THE LEVEL OF THE HIGHWAY.
 HX0625
 HX0625                          STATION RECOVERY (1983)
 HX0625
 HX0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1214 ***********************************************************************
 GX1214  DESIGNATION -  H 181
 GX1214  PID         -  GX1214
 GX1214  STATE/COUNTY-  WV/WYOMING
 GX1214  USGS QUAD   -  MULLENS (1976)
 GX1214
 GX1214                         *CURRENT SURVEY CONTROL
 GX1214  ___________________________________________________________________
 GX1214* NAD 83(1986)-  37 35 56.     (N)    081 22 35.     (W)     SCALED    
 GX1214* NAVD 88     -       477.726  (meters)    1567.34   (feet)  ADJUSTED  
 GX1214  ___________________________________________________________________
 GX1214  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX1214  DYNAMIC HT  -         477.338 (meters)    1566.07  (feet)  COMP
 GX1214  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 GX1214
 GX1214  VERT ORDER  -  SECOND    CLASS 0
 GX1214
 GX1214.The horizontal coordinates were scaled from a topographic map and have
 GX1214.an estimated accuracy of +/- 6 seconds.
 GX1214
 GX1214.The orthometric height was determined by differential leveling
 GX1214.and adjusted by the National Geodetic Survey in June 1991..
 GX1214
 GX1214.The geoid height was determined by GEOID03.
 GX1214
 GX1214.The dynamic height is computed by dividing the NAVD 88
 GX1214.geopotential number by the normal gravity value computed on the
 GX1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1214.degrees latitude (g = 980.6199 gals.).
 GX1214
 GX1214.The modeled gravity was interpolated from observed gravity values.
 GX1214
 GX1214;                    North         East    Units  Estimated Accuracy
 GX1214;SPC WV S     -    66,540.      566,760.      MT  (+/- 180 meters Scaled)
 GX1214
 GX1214                          SUPERSEDED SURVEY CONTROL
 GX1214
 GX1214  NGVD 29 (??/??/92)  477.886  (m)         1567.86   (f) ADJ UNCH    2 0
 GX1214
 GX1214.Superseded values are not recommended for survey control.
 GX1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1214.See file dsdata.txt to determine how the superseded data were derived.
 GX1214
 GX1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB667613(NAD 83)
 GX1214_MARKER: DB = BENCH MARK DISK
 GX1214_SETTING: 66 = SET IN ROCK OUTCROP
 GX1214_SP_SET: ROCK CUT
 GX1214_STAMPING: H 181 1958
 GX1214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1214+STABILITY: POSITION/ELEVATION WELL
 GX1214
 GX1214  HISTORY     - Date     Condition        Report By
 GX1214  HISTORY     - 1958     MONUMENTED       CGS
 GX1214  HISTORY     - 20030202 GOOD             INDIV
 GX1214
 GX1214                          STATION DESCRIPTION
 GX1214
 GX1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1214'1.8 MI N FROM MULLENS.
 GX1214'ABOUT 1.8 MILES NORTH ALONG A BLACK TOP ROAD TO MABEN FROM THE
 GX1214'JUNCTION OF STATE HIGHWAY 16 AT MULLENS, ON THE OUTSIDE OF A
 GX1214'LONG CURVE WITH TANGENTS EXTENDING NORTH AND WEST, ON THE WEST
 GX1214'SLOPE OF A HILL, AT A TELEPHONE LINE CROSSING, SET VERTICALLY IN
 GX1214'THE NORTH FACE OF A ROCK CUT, 16 FEET SOUTH OF CENTER LINE OF
 GX1214'ROAD, 15 FEET EAST OF THE LINE OF TELEPHONE POLES, 265 FEET WEST
 GX1214'OF THE EAST END OF THE CUT, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 GX1214'THE ROAD.
 GX1214
 GX1214                          STATION RECOVERY (2003)
 GX1214
 GX1214'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX1214'BEEN PRIED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1334 ***********************************************************************
 GX1334  DESIGNATION -  H 182
 GX1334  PID         -  GX1334
 GX1334  STATE/COUNTY-  WV/MCDOWELL
 GX1334  USGS QUAD   -  ANAWALT (1977)
 GX1334
 GX1334                         *CURRENT SURVEY CONTROL
 GX1334  ___________________________________________________________________
 GX1334* NAD 83(1986)-  37 21 51.     (N)    081 26 18.     (W)     SCALED    
 GX1334* NAVD 88     -       570.993  (meters)    1873.33   (feet)  ADJUSTED  
 GX1334  ___________________________________________________________________
 GX1334  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GX1334  DYNAMIC HT  -         570.500 (meters)    1871.72  (feet)  COMP
 GX1334  MODELED GRAV-     979,749.1   (mgal)                       NAVD 88
 GX1334
 GX1334  VERT ORDER  -  SECOND    CLASS 0
 GX1334
 GX1334.The horizontal coordinates were scaled from a topographic map and have
 GX1334.an estimated accuracy of +/- 6 seconds.
 GX1334
 GX1334.The orthometric height was determined by differential leveling
 GX1334.and adjusted by the National Geodetic Survey in June 1991..
 GX1334
 GX1334.The geoid height was determined by GEOID03.
 GX1334
 GX1334.The dynamic height is computed by dividing the NAVD 88
 GX1334.geopotential number by the normal gravity value computed on the
 GX1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1334.degrees latitude (g = 980.6199 gals.).
 GX1334
 GX1334.The modeled gravity was interpolated from observed gravity values.
 GX1334
 GX1334;                    North         East    Units  Estimated Accuracy
 GX1334;SPC WV S     -    40,510.      561,170.      MT  (+/- 180 meters Scaled)
 GX1334
 GX1334                          SUPERSEDED SURVEY CONTROL
 GX1334
 GX1334  NGVD 29 (??/??/92)  571.126  (m)         1873.77   (f) ADJ UNCH    2 0
 GX1334
 GX1334.Superseded values are not recommended for survey control.
 GX1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1334.See file dsdata.txt to determine how the superseded data were derived.
 GX1334
 GX1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB611353(NAD 83)
 GX1334_MARKER: DB = BENCH MARK DISK
 GX1334_SETTING: 66 = SET IN ROCK OUTCROP
 GX1334_SP_SET: ROCK CUT
 GX1334_STAMPING: H 182 1958
 GX1334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1334+STABILITY: POSITION/ELEVATION WELL
 GX1334
 GX1334  HISTORY     - Date     Condition        Report By
 GX1334  HISTORY     - 1958     MONUMENTED       CGS
 GX1334
 GX1334                          STATION DESCRIPTION
 GX1334
 GX1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1334'4.4 MI S FROM UPLAND.
 GX1334'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE ELKHORN
 GX1334'DISTRICT HIGH SCHOOL AT UPLAND, THENCE 3.35 MILES SOUTHWEST ALONG
 GX1334'A BLACK TOP ROAD TO GARY, 0.85 MILE NORTHEAST OF THE JUNCTION
 GX1334'OF STATE HIGHWAY 85, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 GX1334'CUT, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD, 54 FEET EAST
 GX1334'OF THE WEST END OF THE CUT, 2 FEET ABOVE THE GROUND, AND ABOUT
 GX1334'1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1205 ***********************************************************************
 GX1205  DESIGNATION -  H 183
 GX1205  PID         -  GX1205
 GX1205  STATE/COUNTY-  WV/RALEIGH
 GX1205  USGS QUAD   -  ARNETT (1989)
 GX1205
 GX1205                         *CURRENT SURVEY CONTROL
 GX1205  ___________________________________________________________________
 GX1205* NAD 83(1986)-  37 45 38.     (N)    081 25 16.     (W)     SCALED    
 GX1205* NAVD 88     -       664.501  (meters)    2180.12   (feet)  ADJUSTED  
 GX1205  ___________________________________________________________________
 GX1205  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX1205  DYNAMIC HT  -         663.976 (meters)    2178.39  (feet)  COMP
 GX1205  MODELED GRAV-     979,818.0   (mgal)                       NAVD 88
 GX1205
 GX1205  VERT ORDER  -  SECOND    CLASS 0
 GX1205
 GX1205.The horizontal coordinates were scaled from a topographic map and have
 GX1205.an estimated accuracy of +/- 6 seconds.
 GX1205
 GX1205.The orthometric height was determined by differential leveling
 GX1205.and adjusted by the National Geodetic Survey in June 1991..
 GX1205
 GX1205.The geoid height was determined by GEOID03.
 GX1205
 GX1205.The dynamic height is computed by dividing the NAVD 88
 GX1205.geopotential number by the normal gravity value computed on the
 GX1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1205.degrees latitude (g = 980.6199 gals.).
 GX1205
 GX1205.The modeled gravity was interpolated from observed gravity values.
 GX1205
 GX1205;                    North         East    Units  Estimated Accuracy
 GX1205;SPC WV S     -    84,500.      562,900.      MT  (+/- 180 meters Scaled)
 GX1205
 GX1205                          SUPERSEDED SURVEY CONTROL
 GX1205
 GX1205  NGVD 29 (??/??/92)  664.675  (m)         2180.69   (f) ADJ UNCH    2 0
 GX1205
 GX1205.Superseded values are not recommended for survey control.
 GX1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1205.See file dsdata.txt to determine how the superseded data were derived.
 GX1205
 GX1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB629793(NAD 83)
 GX1205_MARKER: DB = BENCH MARK DISK
 GX1205_SETTING: 66 = SET IN ROCK OUTCROP
 GX1205_SP_SET: ROCK CUT
 GX1205_STAMPING: H 183 1958
 GX1205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1205+STABILITY: POSITION/ELEVATION WELL
 GX1205
 GX1205  HISTORY     - Date     Condition        Report By
 GX1205  HISTORY     - 1958     MONUMENTED       CGS
 GX1205
 GX1205                          STATION DESCRIPTION
 GX1205
 GX1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1205'5.2 MI SW FROM GLEN DANIEL.
 GX1205'ABOUT 5.15 MILES SOUTHWEST ALONG A BLACK TOP ROAD TO GLEN MORRISON
 GX1205'FROM THE POST OFFICE AT GLEN DANIEL, 0.95 MILE WEST OF THE BOLT
 GX1205'CHURCH OF GOD, ABOUT MIDWAY BETWEEN A CURVE WITH TANGENTS EXTENDING
 GX1205'NORTH AND SOUTHWEST AND A CURVE WITH TANGENTS EXTENDING EAST
 GX1205'AND SOUTH, ON THE NORTHEAST SLOPE OF A HILL, SET VERTICALLY IN
 GX1205'THE WEST FACE OF A ROCK CUT, 20 FEET EAST OF CENTER LINE OF
 GX1205'ROAD, 144 FEET NORTH OF THE SOUTH END OF ROCK WHICH IS ALSO ABOUT
 GX1205'THE CENTER LINE OF THE NORTH-SOUTHWEST CURVE, AND ABOUT 3
 GX1205'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2045 ***********************************************************************
 GX2045  DESIGNATION -  H 184
 GX2045  PID         -  GX2045
 GX2045  STATE/COUNTY-  WV/MCDOWELL
 GX2045  USGS QUAD   -  GARY (1977)
 GX2045
 GX2045                         *CURRENT SURVEY CONTROL
 GX2045  ___________________________________________________________________
 GX2045* NAD 83(1986)-  37 18 06.     (N)    081 32 19.     (W)     SCALED    
 GX2045* NAVD 88     -       745.457  (meters)    2445.72   (feet)  ADJUSTED  
 GX2045  ___________________________________________________________________
 GX2045  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX2045  DYNAMIC HT  -         744.827 (meters)    2443.65  (feet)  COMP
 GX2045  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 GX2045
 GX2045  VERT ORDER  -  SECOND    CLASS 0
 GX2045
 GX2045.The horizontal coordinates were scaled from a topographic map and have
 GX2045.an estimated accuracy of +/- 6 seconds.
 GX2045
 GX2045.The orthometric height was determined by differential leveling
 GX2045.and adjusted by the National Geodetic Survey in June 1991..
 GX2045
 GX2045.The geoid height was determined by GEOID03.
 GX2045
 GX2045.The dynamic height is computed by dividing the NAVD 88
 GX2045.geopotential number by the normal gravity value computed on the
 GX2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2045.degrees latitude (g = 980.6199 gals.).
 GX2045
 GX2045.The modeled gravity was interpolated from observed gravity values.
 GX2045
 GX2045;                    North         East    Units  Estimated Accuracy
 GX2045;SPC WV S     -    33,620.      552,250.      MT  (+/- 180 meters Scaled)
 GX2045
 GX2045                          SUPERSEDED SURVEY CONTROL
 GX2045
 GX2045  NGVD 29 (??/??/92)  745.612  (m)         2446.23   (f) ADJ UNCH    2 0
 GX2045
 GX2045.Superseded values are not recommended for survey control.
 GX2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2045.See file dsdata.txt to determine how the superseded data were derived.
 GX2045
 GX2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB522284(NAD 83)
 GX2045_MARKER: DB = BENCH MARK DISK
 GX2045_SETTING: 66 = SET IN ROCK OUTCROP
 GX2045_SP_SET: CUT
 GX2045_STAMPING: H 184 1958
 GX2045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2045+STABILITY: POSITION/ELEVATION WELL
 GX2045
 GX2045  HISTORY     - Date     Condition        Report By
 GX2045  HISTORY     - 1958     MONUMENTED       CGS
 GX2045  HISTORY     - 1969     MARK NOT FOUND   USGS
 GX2045
 GX2045                          STATION DESCRIPTION
 GX2045
 GX2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2045'2 MI SE FROM FILBERT.
 GX2045'2.05 MILES SOUTHEAST ALONG A MOUNTAIN ROAD FROM A MINE RAILROAD
 GX2045'OVERPASS AT FILBERT, 0.65 MILE NORTHWEST OF A DRIVE LEADING
 GX2045'NORTH TO THE SANDLICK SPORTSMENS CLUB, ON THE INSIDE AND ABOUT
 GX2045'IN THE CENTER OF A HORSESHOE CURVE WITH TANGENTS EXTENDING TO
 GX2045'THE EAST, SET VERTICALLY IN THE WEST FACE OF A ROCK CUT, 23 FEET
 GX2045'EAST OF THE CENTER LINE OF ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL
 GX2045'OF THE ROAD.
 GX2045
 GX2045                          STATION RECOVERY (1969)
 GX2045
 GX2045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GX2045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2110 ***********************************************************************
 GX2110  DESIGNATION -  H 185
 GX2110  PID         -  GX2110
 GX2110  STATE/COUNTY-  WV/BOONE
 GX2110  USGS QUAD   -  WHARTON (1988)
 GX2110
 GX2110                         *CURRENT SURVEY CONTROL
 GX2110  ___________________________________________________________________
 GX2110* NAD 83(1986)-  37 59 30.     (N)    081 43 24.     (W)     SCALED    
 GX2110* NAVD 88     -       247.643  (meters)     812.48   (feet)  ADJUSTED  
 GX2110  ___________________________________________________________________
 GX2110  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GX2110  DYNAMIC HT  -         247.461 (meters)     811.88  (feet)  COMP
 GX2110  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 GX2110
 GX2110  VERT ORDER  -  SECOND    CLASS 0
 GX2110
 GX2110.The horizontal coordinates were scaled from a topographic map and have
 GX2110.an estimated accuracy of +/- 6 seconds.
 GX2110
 GX2110.The orthometric height was determined by differential leveling
 GX2110.and adjusted by the National Geodetic Survey in June 1991..
 GX2110
 GX2110.The geoid height was determined by GEOID03.
 GX2110
 GX2110.The dynamic height is computed by dividing the NAVD 88
 GX2110.geopotential number by the normal gravity value computed on the
 GX2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2110.degrees latitude (g = 980.6199 gals.).
 GX2110
 GX2110.The modeled gravity was interpolated from observed gravity values.
 GX2110
 GX2110;                    North         East    Units  Estimated Accuracy
 GX2110;SPC WV S     -   110,310.      536,470.      MT  (+/- 180 meters Scaled)
 GX2110
 GX2110                          SUPERSEDED SURVEY CONTROL
 GX2110
 GX2110  NGVD 29 (??/??/92)  247.847  (m)          813.14   (f) ADJ UNCH    2 0
 GX2110
 GX2110.Superseded values are not recommended for survey control.
 GX2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2110.See file dsdata.txt to determine how the superseded data were derived.
 GX2110
 GX2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC364051(NAD 83)
 GX2110_MARKER: DB = BENCH MARK DISK
 GX2110_SETTING: 66 = SET IN ROCK OUTCROP
 GX2110_SP_SET: ROCK LEDGE
 GX2110_STAMPING: H 185 1958
 GX2110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2110+STABILITY: POSITION/ELEVATION WELL
 GX2110
 GX2110  HISTORY     - Date     Condition        Report By
 GX2110  HISTORY     - 1958     MONUMENTED       CGS
 GX2110  HISTORY     - 1973     GOOD             LOCENG
 GX2110
 GX2110                          STATION DESCRIPTION
 GX2110
 GX2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2110'1.7 MI NW FROM VAN.
 GX2110'ABOUT 1.7 MILES NORTHWEST ALONG STATE HIGHWAY 79 FROM THE
 GX2110'JUNCTION OF STATE HIGHWAY 78 AT VAN, SET VERTICALLY IN THE
 GX2110'SOUTH-SOUTHWEST FACE OF IRREGULAR LAYERED ROCK IN 9-FOOT HIGH
 GX2110'ROCK CUT, 3 1/2 FEET ABOVE THE BOTTOM OF DITCH, 25 FEET NORTHEAST
 GX2110'OF CENTER LINE OF HIGHWAY, AND CENTER OF THE JUNCTION OF A DRIVE
 GX2110'LEADING SOUTHWEST AND ABOUT IN LINE WITH CENTER LINE OF SAME
 GX2110'DRIVE LEADING SOUTHWEST, 23 1/2 FEET NORTHWEST OF TELEPHONE POLE
 GX2110'252 AND SOUTHEAST END OF ROCK CUT, 49 FEET NORTHWEST OF THE NORTH
 GX2110'CORNER OF 10-FOOT CONCRETE HIGHWAY CULVERT FOR LICK BRANCH FROM
 GX2110'THE NORTHEAST, 32 YARDS NORTHWEST OF THE CENTER OF THE JUNCTION
 GX2110'OF A SMALL ROAD LEADING NORTHEAST AND UPSTREAM BY LICK BRANCH,
 GX2110'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2110
 GX2110                          STATION RECOVERY (1973)
 GX2110
 GX2110'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2110'10.3 MILES S.E. OF SR-119 AND 85 AT MADISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2246 ***********************************************************************
 HX2246  DESIGNATION -  H 186
 HX2246  PID         -  HX2246
 HX2246  STATE/COUNTY-  WV/BOONE
 HX2246  USGS QUAD   -  MADISON (1976)
 HX2246
 HX2246                         *CURRENT SURVEY CONTROL
 HX2246  ___________________________________________________________________
 HX2246* NAD 83(1986)-  38 01 02.     (N)    081 45 57.     (W)     SCALED    
 HX2246* NAVD 88     -       224.785  (meters)     737.48   (feet)  ADJUSTED  
 HX2246  ___________________________________________________________________
 HX2246  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HX2246  DYNAMIC HT  -         224.620 (meters)     736.94  (feet)  COMP
 HX2246  MODELED GRAV-     979,892.2   (mgal)                       NAVD 88
 HX2246
 HX2246  VERT ORDER  -  SECOND    CLASS 0
 HX2246
 HX2246.The horizontal coordinates were scaled from a topographic map and have
 HX2246.an estimated accuracy of +/- 6 seconds.
 HX2246
 HX2246.The orthometric height was determined by differential leveling
 HX2246.and adjusted by the National Geodetic Survey in June 1991..
 HX2246
 HX2246.The geoid height was determined by GEOID03.
 HX2246
 HX2246.The dynamic height is computed by dividing the NAVD 88
 HX2246.geopotential number by the normal gravity value computed on the
 HX2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2246.degrees latitude (g = 980.6199 gals.).
 HX2246
 HX2246.The modeled gravity was interpolated from observed gravity values.
 HX2246
 HX2246;                    North         East    Units  Estimated Accuracy
 HX2246;SPC WV S     -   113,180.      532,760.      MT  (+/- 180 meters Scaled)
 HX2246
 HX2246                          SUPERSEDED SURVEY CONTROL
 HX2246
 HX2246  NGVD 29 (??/??/92)  224.989  (m)          738.15   (f) ADJ UNCH    2 0
 HX2246
 HX2246.Superseded values are not recommended for survey control.
 HX2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2246.See file dsdata.txt to determine how the superseded data were derived.
 HX2246
 HX2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC327080(NAD 83)
 HX2246_MARKER: DB = BENCH MARK DISK
 HX2246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2246_SP_SET: CULVERT
 HX2246_STAMPING: H 186 1958
 HX2246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2246
 HX2246  HISTORY     - Date     Condition        Report By
 HX2246  HISTORY     - 1958     MONUMENTED       CGS
 HX2246  HISTORY     - 1973     GOOD             LOCENG
 HX2246
 HX2246                          STATION DESCRIPTION
 HX2246
 HX2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2246'5.6 MI SE FROM MADISON.
 HX2246'ABOUT 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE
 HX2246'JUNCTION OF U.S. HIGHWAY 119 AT MADISON, ALSO 6.4 MILES
 HX2246'NORTHWEST ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 HX2246'HIGHWAY 78 AT VAN, 0.7 MILE NORTHWEST OF HIGHWAY BRIDGE OVER
 HX2246'ROBINSON CREEK, 1.85 MILE SOUTHEAST OF HIGHWAY BRIDGE OVER JARRELL
 HX2246'BRANCH, AT QUNILAND, 50 YARDS NORTHEAST OF AND ACROSS THE
 HX2246'HIGHWAY FROM QUNILAND FREE WILL BAPTIST CHURCH, 16 1/2 FEET
 HX2246'NORTHWEST OF CENTER LINE OF HIGHWAY, IN TOP OF THE NORTHEAST
 HX2246'END OF THE NORTHWEST CONCRETE HEAD WALL WITH WING WALLS FOR A
 HX2246'30-INCH PIPE CULVERT UNDER THE HIGHWAY, AND ABOUT 2 FEET BELOW
 HX2246'THE LEVEL OF THE HIGHWAY.
 HX2246
 HX2246                          STATION RECOVERY (1973)
 HX2246
 HX2246'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2246'150 FT. EAST OF QUINLAND FREE WILL BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0552 ***********************************************************************
 HX0552  DESIGNATION -  H 186
 HX0552  PID         -  HX0552
 HX0552  STATE/COUNTY-  WV/POCAHONTAS
 HX0552  USGS QUAD   -  MARLINTON (1995)
 HX0552
 HX0552                         *CURRENT SURVEY CONTROL
 HX0552  ___________________________________________________________________
 HX0552* NAD 83(1986)-  38 11 24.     (N)    080 07 13.     (W)     SCALED    
 HX0552* NAVD 88     -       644.744  (meters)    2115.30   (feet)  ADJUSTED  
 HX0552  ___________________________________________________________________
 HX0552  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX0552  DYNAMIC HT  -         644.222 (meters)    2113.59  (feet)  COMP
 HX0552  MODELED GRAV-     979,798.9   (mgal)                       NAVD 88
 HX0552
 HX0552  VERT ORDER  -  FIRST     CLASS II
 HX0552
 HX0552.The horizontal coordinates were scaled from a topographic map and have
 HX0552.an estimated accuracy of +/- 6 seconds.
 HX0552
 HX0552.The orthometric height was determined by differential leveling
 HX0552.and adjusted by the National Geodetic Survey in June 1991..
 HX0552
 HX0552.The geoid height was determined by GEOID03.
 HX0552
 HX0552.The dynamic height is computed by dividing the NAVD 88
 HX0552.geopotential number by the normal gravity value computed on the
 HX0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0552.degrees latitude (g = 980.6199 gals.).
 HX0552
 HX0552.The modeled gravity was interpolated from observed gravity values.
 HX0552
 HX0552;                    North         East    Units  Estimated Accuracy
 HX0552;SPC WV S     -   132,440.      677,060.      MT  (+/- 180 meters Scaled)
 HX0552
 HX0552                          SUPERSEDED SURVEY CONTROL
 HX0552
 HX0552  NGVD 29 (??/??/92)  644.824  (m)         2115.56   (f) ADJ UNCH    1 2
 HX0552
 HX0552.Superseded values are not recommended for survey control.
 HX0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0552.See file dsdata.txt to determine how the superseded data were derived.
 HX0552
 HX0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC770272(NAD 83)
 HX0552_MARKER: DD = SURVEY DISK
 HX0552_SETTING: 80 = SET IN A BOULDER
 HX0552_SP_SET: BOULDER
 HX0552_STAMPING: W VA 1921 H 186
 HX0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0552+STABILITY: SURFACE MOTION
 HX0552
 HX0552  HISTORY     - Date     Condition        Report By
 HX0552  HISTORY     - 1921     MONUMENTED       USGS
 HX0552  HISTORY     - 1934     GOOD             NGS
 HX0552  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0552
 HX0552                          STATION DESCRIPTION
 HX0552
 HX0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX0552'0.6 MI NE FROM BUCKEYE.
 HX0552'0.6 MILE NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX0552'BUCKEYE, POCAHONTAS COUNTY, 0.2 MILE WEST OF MILEPOST 53, 26.6
 HX0552'FEET SOUTH OF THE TRACK, IN THE TOP OF A LARGE BOULDER, AND
 HX0552'ABOUT 3 FEET HIGHER THAN THE TRACK.  A UNITED STATES GEOLOGICAL
 HX0552'SURVEY STANDARD DISK, STAMPED W VA 1921 H 186.
 HX0552
 HX0552                          STATION RECOVERY (1983)
 HX0552
 HX0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2386 ***********************************************************************
 GX2386  DESIGNATION -  H 187
 GX2386  PID         -  GX2386
 GX2386  STATE/COUNTY-  WV/BOONE
 GX2386  USGS QUAD   -  CLOTHIER (1989)
 GX2386
 GX2386                         *CURRENT SURVEY CONTROL
 GX2386  ___________________________________________________________________
 GX2386* NAD 83(1986)-  37 56 22.     (N)    081 46 27.     (W)     SCALED    
 GX2386* NAVD 88     -       275.125  (meters)     902.64   (feet)  ADJUSTED  
 GX2386  ___________________________________________________________________
 GX2386  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GX2386  DYNAMIC HT  -         274.924 (meters)     901.98  (feet)  COMP
 GX2386  MODELED GRAV-     979,890.7   (mgal)                       NAVD 88
 GX2386
 GX2386  VERT ORDER  -  SECOND    CLASS 0
 GX2386
 GX2386.The horizontal coordinates were scaled from a topographic map and have
 GX2386.an estimated accuracy of +/- 6 seconds.
 GX2386
 GX2386.The orthometric height was determined by differential leveling
 GX2386.and adjusted by the National Geodetic Survey in June 1991..
 GX2386
 GX2386.The geoid height was determined by GEOID03.
 GX2386
 GX2386.The dynamic height is computed by dividing the NAVD 88
 GX2386.geopotential number by the normal gravity value computed on the
 GX2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2386.degrees latitude (g = 980.6199 gals.).
 GX2386
 GX2386.The modeled gravity was interpolated from observed gravity values.
 GX2386
 GX2386;                    North         East    Units  Estimated Accuracy
 GX2386;SPC WV S     -   104,550.      531,950.      MT  (+/- 180 meters Scaled)
 GX2386
 GX2386                          SUPERSEDED SURVEY CONTROL
 GX2386
 GX2386  NGVD 29 (??/??/92)  275.337  (m)          903.33   (f) ADJ UNCH    2 0
 GX2386
 GX2386.Superseded values are not recommended for survey control.
 GX2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2386.See file dsdata.txt to determine how the superseded data were derived.
 GX2386
 GX2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB319993(NAD 83)
 GX2386_MARKER: DB = BENCH MARK DISK
 GX2386_SETTING: 66 = SET IN ROCK OUTCROP
 GX2386_SP_SET: ROCK CUT
 GX2386_STAMPING: H 187 1958
 GX2386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2386+STABILITY: POSITION/ELEVATION WELL
 GX2386
 GX2386  HISTORY     - Date     Condition        Report By
 GX2386  HISTORY     - 1958     MONUMENTED       CGS
 GX2386
 GX2386                          STATION DESCRIPTION
 GX2386
 GX2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2386'3.8 MI E FROM CLOTHIER.
 GX2386'ABOUT 3.85 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX2386'THE STATION AT CLOTHIER, 25 1/4 RAILS NORTH OF MILE POST 4,
 GX2386'SET VERTICALLY IN THE WEST FACE OF A 6-FOOT HIGH CUT ROCK WITH
 GX2386'FIVE (5) DRILL MARKS AT BOTTOM OF CUT BANK AND AT THE NORTH END
 GX2386'OF LOW SOLID CUT OR CLIFF, 1/2 FOOT BELOW THE TOP EDGE OF ROCK,
 GX2386'12 FEET EAST OF THE EAST RAIL, 25 YARDS SOUTH OF THE SOUTH END OF
 GX2386'A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHEAST, 5 1/2 FEET
 GX2386'ABOVE THE GROUND, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 GX2386'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2116 ***********************************************************************
 GX2116  DESIGNATION -  H 188
 GX2116  PID         -  GX2116
 GX2116  STATE/COUNTY-  WV/BOONE
 GX2116  USGS QUAD   -  WHARTON (1988)
 GX2116
 GX2116                         *CURRENT SURVEY CONTROL
 GX2116  ___________________________________________________________________
 GX2116* NAD 83(1986)-  37 56 28.     (N)    081 42 36.     (W)     SCALED    
 GX2116* NAVD 88     -       263.560  (meters)     864.70   (feet)  ADJUSTED  
 GX2116  ___________________________________________________________________
 GX2116  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GX2116  DYNAMIC HT  -         263.367 (meters)     864.06  (feet)  COMP
 GX2116  MODELED GRAV-     979,891.0   (mgal)                       NAVD 88
 GX2116
 GX2116  VERT ORDER  -  SECOND    CLASS 0
 GX2116
 GX2116.The horizontal coordinates were scaled from a topographic map and have
 GX2116.an estimated accuracy of +/- 6 seconds.
 GX2116
 GX2116.The orthometric height was determined by differential leveling
 GX2116.and adjusted by the National Geodetic Survey in June 1991..
 GX2116
 GX2116.The geoid height was determined by GEOID03.
 GX2116
 GX2116.The dynamic height is computed by dividing the NAVD 88
 GX2116.geopotential number by the normal gravity value computed on the
 GX2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2116.degrees latitude (g = 980.6199 gals.).
 GX2116
 GX2116.The modeled gravity was interpolated from observed gravity values.
 GX2116
 GX2116;                    North         East    Units  Estimated Accuracy
 GX2116;SPC WV S     -   104,690.      537,590.      MT  (+/- 180 meters Scaled)
 GX2116
 GX2116                          SUPERSEDED SURVEY CONTROL
 GX2116
 GX2116  NGVD 29 (??/??/92)  263.766  (m)          865.37   (f) ADJ UNCH    2 0
 GX2116
 GX2116.Superseded values are not recommended for survey control.
 GX2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2116.See file dsdata.txt to determine how the superseded data were derived.
 GX2116
 GX2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB376995(NAD 83)
 GX2116_MARKER: DB = BENCH MARK DISK
 GX2116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2116_SP_SET: BRIDGE
 GX2116_STAMPING: H 188 1958
 GX2116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2116
 GX2116  HISTORY     - Date     Condition        Report By
 GX2116  HISTORY     - 1958     MONUMENTED       CGS
 GX2116  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 GX2116
 GX2116                          STATION DESCRIPTION
 GX2116
 GX2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2116'3.1 MI SE FROM VAN.
 GX2116'ABOUT 3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE
 GX2116'JUNCTION OF STATE HIGHWAY 78 AT VAN, AT CASEY, AT THE JUNCTION OF
 GX2116'A ROAD LEADING SOUTH INTO CASEY CREEK, 56 FEET NORTHEAST OF
 GX2116'CENTER LINE OF HIGHWAY, IN TOP OF THE SOUTHEAST WING WALL OF
 GX2116'SOUTH CONCRETE ABUTMENT FOR WOODEN DECK BRIDGE ACROSS POND FORK
 GX2116'FOR ROAD LEADING WEST TO CAZY FREE WILL BAPTIST CHRUCH, 0.05
 GX2116'MILE WEST OF CONCRETE BRIDGE OVER CASEY CREEK, ABOUT 7 FEET EAST
 GX2116'OF THE CENTER LINE OF ROAD LEADING NORTH, AND ABOUT 1 FOOT BELOW
 GX2116'THE LEVEL OF THE HIGHWAY.
 GX2116
 GX2116                          STATION RECOVERY (1973)
 GX2116
 GX2116'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0560 ***********************************************************************
 HX0560  DESIGNATION -  H 188 USGS
 HX0560  PID         -  HX0560
 HX0560  STATE/COUNTY-  WV/POCAHONTAS
 HX0560  USGS QUAD   -  HILLSBORO (1995)
 HX0560
 HX0560                         *CURRENT SURVEY CONTROL
 HX0560  ___________________________________________________________________
 HX0560* NAD 83(1986)-  38 07 45.     (N)    080 10 34.     (W)     SCALED    
 HX0560* NAVD 88     -       624.853  (meters)    2050.04   (feet)  ADJUSTED  
 HX0560  ___________________________________________________________________
 HX0560  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX0560  DYNAMIC HT  -         624.339 (meters)    2048.35  (feet)  COMP
 HX0560  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 HX0560
 HX0560  VERT ORDER  -  FIRST     CLASS II
 HX0560
 HX0560.The horizontal coordinates were scaled from a topographic map and have
 HX0560.an estimated accuracy of +/- 6 seconds.
 HX0560
 HX0560.The orthometric height was determined by differential leveling
 HX0560.and adjusted by the National Geodetic Survey in June 1991..
 HX0560
 HX0560.The geoid height was determined by GEOID03.
 HX0560
 HX0560.The dynamic height is computed by dividing the NAVD 88
 HX0560.geopotential number by the normal gravity value computed on the
 HX0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0560.degrees latitude (g = 980.6199 gals.).
 HX0560
 HX0560.The modeled gravity was interpolated from observed gravity values.
 HX0560
 HX0560;                    North         East    Units  Estimated Accuracy
 HX0560;SPC WV S     -   125,650.      672,230.      MT  (+/- 180 meters Scaled)
 HX0560
 HX0560                          SUPERSEDED SURVEY CONTROL
 HX0560
 HX0560  NGVD 29 (??/??/92)  624.940  (m)         2050.32   (f) ADJ UNCH    1 2
 HX0560
 HX0560.Superseded values are not recommended for survey control.
 HX0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0560.See file dsdata.txt to determine how the superseded data were derived.
 HX0560
 HX0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC722204(NAD 83)
 HX0560_MARKER: DD = SURVEY DISK
 HX0560_SETTING: 66 = SET IN ROCK OUTCROP
 HX0560_SP_SET: ROCK LEDGE
 HX0560_STAMPING: H 188 1921 W VA 2049
 HX0560_MARK LOGO: USGS  
 HX0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0560+STABILITY: POSITION/ELEVATION WELL
 HX0560
 HX0560  HISTORY     - Date     Condition        Report By
 HX0560  HISTORY     - 1921     MONUMENTED       USGS
 HX0560  HISTORY     - 1962     GOOD             NGS
 HX0560  HISTORY     - 1983     GOOD             NGS
 HX0560
 HX0560                          STATION DESCRIPTION
 HX0560
 HX0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0560'AT SEEBERT.
 HX0560'AT SEEBERT, SET ON TOP OF A ROCK LEDGE THAT IS ABOUT 5-FOOT
 HX0560'LONG THAT IS PROJECTING OUT FROM THE EAST SIDE OF A RAILROAD
 HX0560'FILL, 37 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 23 1/2
 HX0560'FEET EAST OF THE EAST RAIL OF A SIDE TRACK, 108 FEET SOUTHEAST
 HX0560'OF AND ACROSS THE TRACK FROM THE SOUTHEAST CORNER OF THE STATION,
 HX0560'26 FEET WEST NORTHWEST OF A LONE LOCUST TREE, 1 FOOT NORTH
 HX0560'OF THE SOUTH END OF THE ROCK, AND ABOUT 12 FEET BELOW THE
 HX0560'LEVEL OF THE TRACK.
 HX0560
 HX0560                          STATION RECOVERY (1983)
 HX0560
 HX0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0560'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN SEEBERT,
 HX0560'0.2 KM (0.1 MI) SOUTH OF THE POST OFFICE, ALONG THE OLD RAILROAD BED,
 HX0560'SET IN A SMALL ROCK LEDGE, AT THE BASE OF THE RAILROAD BANK AND ON THE
 HX0560'RIVER SIDE, 11.58 METERS (38.0 FT) EAST OF THE CENTER OF THE RAILROAD
 HX0560'BED, 29.87 METERS (98.0 FT) NORTHEAST OF UTILITY POLE E0730,
 HX0560'16.92 METERS (55.5 FT) SOUTHEAST OF A CONCRETE WHISTLE POST.  DISK IS
 HX0560'STAMPED H 188 1921 W. VA.
 HX0560'THE MARK IS 3.0 M BELOW RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2358 ***********************************************************************
 GX2358  DESIGNATION -  H 189
 GX2358  PID         -  GX2358
 GX2358  STATE/COUNTY-  WV/LOGAN
 GX2358  USGS QUAD   -  AMHERSTDALE (1989)
 GX2358
 GX2358                         *CURRENT SURVEY CONTROL
 GX2358  ___________________________________________________________________
 GX2358* NAD 83(1986)-  37 46 19.     (N)    081 49 51.     (W)     SCALED    
 GX2358* NAVD 88     -       259.925  (meters)     852.77   (feet)  ADJUSTED  
 GX2358  ___________________________________________________________________
 GX2358  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GX2358  DYNAMIC HT  -         259.731 (meters)     852.13  (feet)  COMP
 GX2358  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 GX2358
 GX2358  VERT ORDER  -  SECOND    CLASS 0
 GX2358
 GX2358.The horizontal coordinates were scaled from a topographic map and have
 GX2358.an estimated accuracy of +/- 6 seconds.
 GX2358
 GX2358.The orthometric height was determined by differential leveling
 GX2358.and adjusted by the National Geodetic Survey in June 1991..
 GX2358
 GX2358.The geoid height was determined by GEOID03.
 GX2358
 GX2358.The dynamic height is computed by dividing the NAVD 88
 GX2358.geopotential number by the normal gravity value computed on the
 GX2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2358.degrees latitude (g = 980.6199 gals.).
 GX2358
 GX2358.The modeled gravity was interpolated from observed gravity values.
 GX2358
 GX2358;                    North         East    Units  Estimated Accuracy
 GX2358;SPC WV S     -    86,010.      526,810.      MT  (+/- 180 meters Scaled)
 GX2358
 GX2358                          SUPERSEDED SURVEY CONTROL
 GX2358
 GX2358  NGVD 29 (??/??/92)  260.130  (m)          853.44   (f) ADJ UNCH    2 0
 GX2358
 GX2358.Superseded values are not recommended for survey control.
 GX2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2358.See file dsdata.txt to determine how the superseded data were derived.
 GX2358
 GX2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB268808(NAD 83)
 GX2358_MARKER: DB = BENCH MARK DISK
 GX2358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2358_SP_SET: BRIDGE
 GX2358_STAMPING: H 189 1958
 GX2358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2358
 GX2358  HISTORY     - Date     Condition        Report By
 GX2358  HISTORY     - 1958     MONUMENTED       CGS
 GX2358
 GX2358                          STATION DESCRIPTION
 GX2358
 GX2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2358'1.8 MI SW FROM AMHERSTDALE.
 GX2358'ABOUT 1.75 MILES SOUTHWEST ALONG A BLACK TOP ROAD TO MAN FROM
 GX2358'THE BANK BUILDING AT AMHERSTDALE, 0.35 MILE NORTHEAST OF THE
 GX2358'JUNCTION OF A ROAD LEADING INTO RIGHT FORK AT ACCOVILLE, IN TOP
 GX2358'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A
 GX2358'150-FOOT CONCRETE BRIDGE OVER BUFFALO CREEK AT THE MOUTH OF
 GX2358'HINCHMAN HOLLOW, 17 FEET SOUTHEAST OF THE CENTER LINE OF ROAD,
 GX2358'2 1/2 FEET SOUTHEAST OF BANISTER, AND ABOUT 1 FOOT ABOVE THE
 GX2358'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0561 ***********************************************************************
 HX0561  DESIGNATION -  H 189
 HX0561  PID         -  HX0561
 HX0561  STATE/COUNTY-  WV/POCAHONTAS
 HX0561  USGS QUAD   -  DENMAR (1995)
 HX0561
 HX0561                         *CURRENT SURVEY CONTROL
 HX0561  ___________________________________________________________________
 HX0561* NAD 83(1986)-  38 06 33.     (N)    080 11 21.     (W)     SCALED    
 HX0561* NAVD 88     -       620.745  (meters)    2036.56   (feet)  ADJUSTED  
 HX0561  ___________________________________________________________________
 HX0561  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HX0561  DYNAMIC HT  -         620.228 (meters)    2034.86  (feet)  COMP
 HX0561  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 HX0561
 HX0561  VERT ORDER  -  FIRST     CLASS II
 HX0561
 HX0561.The horizontal coordinates were scaled from a topographic map and have
 HX0561.an estimated accuracy of +/- 6 seconds.
 HX0561
 HX0561.The orthometric height was determined by differential leveling
 HX0561.and adjusted by the National Geodetic Survey in June 1991..
 HX0561
 HX0561.The geoid height was determined by GEOID03.
 HX0561
 HX0561.The dynamic height is computed by dividing the NAVD 88
 HX0561.geopotential number by the normal gravity value computed on the
 HX0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0561.degrees latitude (g = 980.6199 gals.).
 HX0561
 HX0561.The modeled gravity was interpolated from observed gravity values.
 HX0561
 HX0561;                    North         East    Units  Estimated Accuracy
 HX0561;SPC WV S     -   123,420.      671,110.      MT  (+/- 180 meters Scaled)
 HX0561
 HX0561                          SUPERSEDED SURVEY CONTROL
 HX0561
 HX0561  NGVD 29 (??/??/92)  620.831  (m)         2036.84   (f) ADJ UNCH    1 2
 HX0561
 HX0561.Superseded values are not recommended for survey control.
 HX0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0561.See file dsdata.txt to determine how the superseded data were derived.
 HX0561
 HX0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC710182(NAD 83)
 HX0561_MARKER: DD = SURVEY DISK
 HX0561_SETTING: 80 = SET IN A BOULDER
 HX0561_SP_SET: BOULDER
 HX0561_STAMPING: W VA 1921 H 189 2036
 HX0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0561+STABILITY: SURFACE MOTION
 HX0561
 HX0561  HISTORY     - Date     Condition        Report By
 HX0561  HISTORY     - 1921     MONUMENTED       USGS
 HX0561  HISTORY     - 1934     GOOD             NGS
 HX0561  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0561
 HX0561                          STATION DESCRIPTION
 HX0561
 HX0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX0561'AT KENNISON.
 HX0561'AT KENNISON, POCAHONTAS COUNTY, 840 FEET WEST OF THE CHESAPEAKE
 HX0561'AND OHIO RAILWAY STATION, 29 FEET NORTH OF THE TRACK, IN THE
 HX0561'TOP OF AN EMBEDDED BOULDER, AND ABOUT LEVEL WITH THE RAIL.  A
 HX0561'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED W VA 1921
 HX0561'H 189 2036.
 HX0561
 HX0561                          STATION RECOVERY (1983)
 HX0561
 HX0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2143 ***********************************************************************
 GX2143  DESIGNATION -  H 190
 GX2143  PID         -  GX2143
 GX2143  STATE/COUNTY-  WV/WYOMING
 GX2143  USGS QUAD   -  PILOT KNOB (1989)
 GX2143
 GX2143                         *CURRENT SURVEY CONTROL
 GX2143  ___________________________________________________________________
 GX2143* NAD 83(1986)-  37 45 27.     (N)    081 33 48.     (W)     SCALED    
 GX2143* NAVD 88     -       679.627  (meters)    2229.74   (feet)  ADJUSTED  
 GX2143  ___________________________________________________________________
 GX2143  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX2143  DYNAMIC HT  -         679.089 (meters)    2227.98  (feet)  COMP
 GX2143  MODELED GRAV-     979,815.1   (mgal)                       NAVD 88
 GX2143
 GX2143  VERT ORDER  -  SECOND    CLASS 0
 GX2143
 GX2143.The horizontal coordinates were scaled from a topographic map and have
 GX2143.an estimated accuracy of +/- 6 seconds.
 GX2143
 GX2143.The orthometric height was determined by differential leveling
 GX2143.and adjusted by the National Geodetic Survey in June 1991..
 GX2143
 GX2143.The geoid height was determined by GEOID03.
 GX2143
 GX2143.The dynamic height is computed by dividing the NAVD 88
 GX2143.geopotential number by the normal gravity value computed on the
 GX2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2143.degrees latitude (g = 980.6199 gals.).
 GX2143
 GX2143.The modeled gravity was interpolated from observed gravity values.
 GX2143
 GX2143;                    North         East    Units  Estimated Accuracy
 GX2143;SPC WV S     -    84,220.      550,360.      MT  (+/- 180 meters Scaled)
 GX2143
 GX2143                          SUPERSEDED SURVEY CONTROL
 GX2143
 GX2143  NGVD 29 (??/??/92)  679.788  (m)         2230.27   (f) ADJ UNCH    2 0
 GX2143
 GX2143.Superseded values are not recommended for survey control.
 GX2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2143.See file dsdata.txt to determine how the superseded data were derived.
 GX2143
 GX2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB503790(NAD 83)
 GX2143_MARKER: DB = BENCH MARK DISK
 GX2143_SETTING: 66 = SET IN ROCK OUTCROP
 GX2143_SP_SET: ROCK CUT
 GX2143_STAMPING: H 190 1958
 GX2143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2143+STABILITY: POSITION/ELEVATION WELL
 GX2143
 GX2143  HISTORY     - Date     Condition        Report By
 GX2143  HISTORY     - 1958     MONUMENTED       CGS
 GX2143
 GX2143                          STATION DESCRIPTION
 GX2143
 GX2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2143'1.9 MI N FROM KOPPERSTON.
 GX2143'ABOUT 0.8 MILE NORTHEAST ALONG A BLACK TOP ROAD FOLLOWING TONEY
 GX2143'FORK UPSTREAM FROM THE SCHOOL AT KOPPERSTON, THENCE 1.1 MILES
 GX2143'NORTHWEST AND NORTH ALONG A ROUGH GRAVELED ROAD LEADING ACROSS
 GX2143'WALNUT GAP TO BALD KNOB, 1.0 MILE SOUTH OF THE SUMMIT OF WALNUT
 GX2143'GAP, SET VERTICALLY IN THE NORTH-NORTHEAST FACE OF TOP PART
 GX2143'OF A 6-FOOT HIGH SMOOTH ROCK IN 10-FOOT HIGH JUMBLED ROCK CUT,
 GX2143'9 1/2 FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD ON THE INSIDE
 GX2143'AND AT THE UPPER END OF A CURVE, AND ABOUT 5 1/2 FEET ABOVE
 GX2143'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0772 ***********************************************************************
 HX0772  DESIGNATION -  H 191
 HX0772  PID         -  HX0772
 HX0772  STATE/COUNTY-  WV/POCAHONTAS
 HX0772  USGS QUAD   -  WOODROW (1995)
 HX0772
 HX0772                         *CURRENT SURVEY CONTROL
 HX0772  ___________________________________________________________________
 HX0772* NAD 83(1986)-  38 16 17.     (N)    080 08 00.     (W)     SCALED    
 HX0772* NAVD 88     -       768.454  (meters)    2521.17   (feet)  ADJUSTED  
 HX0772  ___________________________________________________________________
 HX0772  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HX0772  DYNAMIC HT  -         767.828 (meters)    2519.12  (feet)  COMP
 HX0772  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 HX0772
 HX0772  VERT ORDER  -  SECOND    CLASS 0
 HX0772
 HX0772.The horizontal coordinates were scaled from a topographic map and have
 HX0772.an estimated accuracy of +/- 6 seconds.
 HX0772
 HX0772.The orthometric height was determined by differential leveling
 HX0772.and adjusted by the National Geodetic Survey in June 1991..
 HX0772
 HX0772.The geoid height was determined by GEOID03.
 HX0772
 HX0772.The dynamic height is computed by dividing the NAVD 88
 HX0772.geopotential number by the normal gravity value computed on the
 HX0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0772.degrees latitude (g = 980.6199 gals.).
 HX0772
 HX0772.The modeled gravity was interpolated from observed gravity values.
 HX0772
 HX0772;                    North         East    Units  Estimated Accuracy
 HX0772;SPC WV S     -   141,460.      675,830.      MT  (+/- 180 meters Scaled)
 HX0772
 HX0772                          SUPERSEDED SURVEY CONTROL
 HX0772
 HX0772  NGVD 29 (??/??/92)  768.529  (m)         2521.42   (f) ADJ UNCH    2 0
 HX0772
 HX0772.Superseded values are not recommended for survey control.
 HX0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0772.See file dsdata.txt to determine how the superseded data were derived.
 HX0772
 HX0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC758362(NAD 83)
 HX0772_MARKER: DD = SURVEY DISK
 HX0772_SETTING: 80 = SET IN A BOULDER
 HX0772_SP_SET: BOULDER
 HX0772_STAMPING: H 191 W VA 1921
 HX0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0772+STABILITY: SURFACE MOTION
 HX0772
 HX0772  HISTORY     - Date     Condition        Report By
 HX0772  HISTORY     - 1921     MONUMENTED       USGS
 HX0772  HISTORY     - 1962     GOOD             NGS
 HX0772
 HX0772                          STATION DESCRIPTION
 HX0772
 HX0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0772'2 MI E FROM WOODROW.
 HX0772'2.05 MILES EAST ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL AT
 HX0772'WOODROW, ABOUT 0.6 MILE WEST OF THE JUNCTION OF A DRIVE LEADING
 HX0772'NORTH TO A SMALL CEMETERY, ABOUT 0.35 MILE EAST OF THE JUNCTION
 HX0772'OF A GRADED ROAD LEADING SOUTH, AT THE BOTTOM OF A LONG MOUNTAIN
 HX0772'GRADE, ON TOP OF A SMALL 1-BY 2-FOOT BOULDER, 36 FEET SOUTH OF
 HX0772'THE CENTER LINE OF THE ROAD, 16 FEET SOUTH OF THE RIGHT OF WAY
 HX0772'FENCE LINE, 10 FEET NORTH OF THE EDGE OF THE NORTH BANK OF A DRY
 HX0772'CREEK BED, 135 EAST OF THE CENTER LINE OF A WOODEN GATE, 60 FEET
 HX0772'SOUTH AND ACROSS THE ROAD FROM BENCH MARK W 246, ABOUT LEVEL WITH
 HX0772'THE GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0772'NOTE-- BENCH MARK IN A VERY POOR STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1908 ***********************************************************************
 GX1908  DESIGNATION -  H 191
 GX1908  PID         -  GX1908
 GX1908  STATE/COUNTY-  WV/MCDOWELL
 GX1908  USGS QUAD   -  BRADSHAW (1977)
 GX1908
 GX1908                         *CURRENT SURVEY CONTROL
 GX1908  ___________________________________________________________________
 GX1908* NAD 83(1986)-  37 19 31.     (N)    081 49 05.     (W)     SCALED    
 GX1908* NAVD 88     -       403.910  (meters)    1325.16   (feet)  ADJUSTED  
 GX1908  ___________________________________________________________________
 GX1908  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1908  DYNAMIC HT  -         403.577 (meters)    1324.07  (feet)  COMP
 GX1908  MODELED GRAV-     979,793.7   (mgal)                       NAVD 88
 GX1908
 GX1908  VERT ORDER  -  SECOND    CLASS 0
 GX1908
 GX1908.The horizontal coordinates were scaled from a topographic map and have
 GX1908.an estimated accuracy of +/- 6 seconds.
 GX1908
 GX1908.The orthometric height was determined by differential leveling
 GX1908.and adjusted by the National Geodetic Survey in June 1991..
 GX1908
 GX1908.The geoid height was determined by GEOID03.
 GX1908
 GX1908.The dynamic height is computed by dividing the NAVD 88
 GX1908.geopotential number by the normal gravity value computed on the
 GX1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1908.degrees latitude (g = 980.6199 gals.).
 GX1908
 GX1908.The modeled gravity was interpolated from observed gravity values.
 GX1908
 GX1908;                    North         East    Units  Estimated Accuracy
 GX1908;SPC WV S     -    36,420.      527,490.      MT  (+/- 180 meters Scaled)
 GX1908
 GX1908                          SUPERSEDED SURVEY CONTROL
 GX1908
 GX1908  NGVD 29 (??/??/92)  404.084  (m)         1325.73   (f) ADJ UNCH    2 0
 GX1908
 GX1908.Superseded values are not recommended for survey control.
 GX1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1908.See file dsdata.txt to determine how the superseded data were derived.
 GX1908
 GX1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB275312(NAD 83)
 GX1908_MARKER: DB = BENCH MARK DISK
 GX1908_SETTING: 66 = SET IN ROCK OUTCROP
 GX1908_SP_SET: SET IN ROCK OUTCROP
 GX1908_STAMPING: H 191 1958
 GX1908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1908+STABILITY: POSITION/ELEVATION WELL
 GX1908
 GX1908  HISTORY     - Date     Condition        Report By
 GX1908  HISTORY     - 1958     MONUMENTED       CGS
 GX1908
 GX1908                          STATION DESCRIPTION
 GX1908
 GX1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1908'2.4 MI SW FROM BRADSHAW.
 GX1908'2.35 MILES SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 GX1908'STATE HIGHWAY 80 AT BRADSHAW, ABOUT 0.1 MILE NORTHEAST OF
 GX1908'JUNCTION OF A GRAVEL ROAD LEADING SOUTH ALONG MIDDLE FORK, 0.25
 GX1908'MILE SOUTHWEST OF THE POST OFFICE AT JOLO (A SMALL FRAME
 GX1908'BUILDING), SET VERTICALLY IN THE EAST FACE OF A LAYER OF ROCK IN A
 GX1908'10-FOOT HIGH ROCK CUT, 20 FEET WEST OF CENTER LINE OF ROAD AND AT
 GX1908'THE NORTH END OF A CURVE, 81 FEET NORTHWEST AND ACROSS HIGHWAY
 GX1908'FROM POWER AND CABLE LINE POLE NO. 2-59 /209/14, AND ABOUT 3 1/2
 GX1908'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0775 ***********************************************************************
 HX0775  DESIGNATION -  H 192
 HX0775  PID         -  HX0775
 HX0775  STATE/COUNTY-  WV/POCAHONTAS
 HX0775  USGS QUAD   -  WOODROW (1995)
 HX0775
 HX0775                         *CURRENT SURVEY CONTROL
 HX0775  ___________________________________________________________________
 HX0775* NAD 83(1986)-  38 16 50.     (N)    080 09 29.     (W)     SCALED    
 HX0775* NAVD 88     -       978.660  (meters)    3210.82   (feet)  ADJUSTED  
 HX0775  ___________________________________________________________________
 HX0775  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HX0775  DYNAMIC HT  -         977.837 (meters)    3208.12  (feet)  COMP
 HX0775  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 HX0775
 HX0775  VERT ORDER  -  SECOND    CLASS 0
 HX0775
 HX0775.The horizontal coordinates were scaled from a topographic map and have
 HX0775.an estimated accuracy of +/- 6 seconds.
 HX0775
 HX0775.The orthometric height was determined by differential leveling
 HX0775.and adjusted by the National Geodetic Survey in June 1991..
 HX0775
 HX0775.The geoid height was determined by GEOID03.
 HX0775
 HX0775.The dynamic height is computed by dividing the NAVD 88
 HX0775.geopotential number by the normal gravity value computed on the
 HX0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0775.degrees latitude (g = 980.6199 gals.).
 HX0775
 HX0775.The modeled gravity was interpolated from observed gravity values.
 HX0775
 HX0775;                    North         East    Units  Estimated Accuracy
 HX0775;SPC WV S     -   142,460.      673,660.      MT  (+/- 180 meters Scaled)
 HX0775
 HX0775                          SUPERSEDED SURVEY CONTROL
 HX0775
 HX0775  NGVD 29 (??/??/92)  978.718  (m)         3211.01   (f) ADJ UNCH    2 0
 HX0775
 HX0775.Superseded values are not recommended for survey control.
 HX0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0775.See file dsdata.txt to determine how the superseded data were derived.
 HX0775
 HX0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC736372(NAD 83)
 HX0775_MARKER: DD = SURVEY DISK
 HX0775_SETTING: 66 = SET IN ROCK OUTCROP
 HX0775_SP_SET: ROCK OUTCROP
 HX0775_STAMPING: H 192 1921 W VA
 HX0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0775+STABILITY: POSITION/ELEVATION WELL
 HX0775
 HX0775  HISTORY     - Date     Condition        Report By
 HX0775  HISTORY     - 1921     MONUMENTED       USGS
 HX0775  HISTORY     - 1962     GOOD             NGS
 HX0775
 HX0775                          STATION DESCRIPTION
 HX0775
 HX0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0775'AT WOODROW.
 HX0775'0.25 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0775'AT WOODROW, 98 YARDS SOUTH OF THE CENTER LINE OF THE JUNCTION OF
 HX0775'A GRADED ROAD LEADING NORTHEAST, ON TOP OF THE SOUTHEAST END OF
 HX0775'A 6-BY 3-FOOT LONG ROCK OUTCROP THAT IS AT THE WEST EDGE OF A
 HX0775'PASTURE AND PLOWED FIELD, 68 FEET EAST SOUTHEAST OF THE CENTER
 HX0775'LINE OF THE ROAD, 102 FEET EAST OF AND ACROSS THE ROAD
 HX0775'FROM THE WOODROW CITY LIMIT SIGN, 18 FEET EAST SOUTHEAST OF A
 HX0775'FENCE LINE, 0.6 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 HX0775'VISIBLE PORTION OF THE ROCK, ABOUT LEVEL WITH THE GROUND, AND
 HX0775'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0716 ***********************************************************************
 GX0716  DESIGNATION -  H 192
 GX0716  PID         -  GX0716
 GX0716  STATE/COUNTY-  WV/SUMMERS
 GX0716  USGS QUAD   -  TALCOTT (1968)
 GX0716
 GX0716                         *CURRENT SURVEY CONTROL
 GX0716  ___________________________________________________________________
 GX0716* NAD 83(1986)-  37 38 34.     (N)    080 48 09.     (W)     SCALED    
 GX0716* NAVD 88     -       456.383  (meters)    1497.32   (feet)  ADJUSTED  
 GX0716  ___________________________________________________________________
 GX0716  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX0716  DYNAMIC HT  -         456.003 (meters)    1496.07  (feet)  COMP
 GX0716  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GX0716
 GX0716  VERT ORDER  -  FIRST     CLASS II
 GX0716
 GX0716.The horizontal coordinates were scaled from a topographic map and have
 GX0716.an estimated accuracy of +/- 6 seconds.
 GX0716
 GX0716.The orthometric height was determined by differential leveling
 GX0716.and adjusted by the National Geodetic Survey in June 1991..
 GX0716
 GX0716.The geoid height was determined by GEOID03.
 GX0716
 GX0716.The dynamic height is computed by dividing the NAVD 88
 GX0716.geopotential number by the normal gravity value computed on the
 GX0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0716.degrees latitude (g = 980.6199 gals.).
 GX0716
 GX0716.The modeled gravity was interpolated from observed gravity values.
 GX0716
 GX0716;                    North         East    Units  Estimated Accuracy
 GX0716;SPC WV S     -    71,360.      617,430.      MT  (+/- 180 meters Scaled)
 GX0716
 GX0716                          SUPERSEDED SURVEY CONTROL
 GX0716
 GX0716  NGVD 29 (??/??/92)  456.544  (m)         1497.84   (f) ADJ UNCH    1 2
 GX0716
 GX0716.Superseded values are not recommended for survey control.
 GX0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0716.See file dsdata.txt to determine how the superseded data were derived.
 GX0716
 GX0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB174662(NAD 83)
 GX0716_MARKER: DB = BENCH MARK DISK
 GX0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0716_SP_SET: TUNNEL
 GX0716_STAMPING: H 192 1958
 GX0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0716
 GX0716  HISTORY     - Date     Condition        Report By
 GX0716  HISTORY     - 1958     MONUMENTED       CGS
 GX0716  HISTORY     - 1961     GOOD             NGS
 GX0716  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0716
 GX0716                          STATION DESCRIPTION
 GX0716
 GX0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0716'3 MI W FROM TALCOTT.
 GX0716'ABOUT 3.0 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0716'THE STATION AT TALCOTT, 0.75 MILE WEST OF SIGNAL TOWER MW AT
 GX0716'HILLDALE, 0.2 MILE NORTHWEST OF MILEPOST 350, 9 FEET SOUTHWEST OF
 GX0716'THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, SET VERTICALLY IN
 GX0716'THE WEST FACE OF THE NORTHWEST CONCRETE TUNNEL HEAD OF DOUBLE
 GX0716'TRACK TUNNEL LITTLE BEND, 1.8 FEET SOUTHWEST OF INSIDE EDGE OF
 GX0716'TUNNEL, 5 FEET ABOVE THE GROUND, AND ABOUT 2 1/2 FEET ABOVE THE
 GX0716'LEVEL OF THE TRACK.
 GX0716
 GX0716                          STATION RECOVERY (1961)
 GX0716
 GX0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GX0716'RECOVERED IN GOOD CONDITION.
 GX0716
 GX0716                          STATION RECOVERY (1984)
 GX0716
 GX0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0716'NOT RECOVERED, THE TUNNEL IS NO LONGER IN USE AND HAS BEEN BLOCKED OFF
 GX0716'BY A DIRT SLIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2005 ***********************************************************************
 GX2005  DESIGNATION -  H 193
 GX2005  PID         -  GX2005
 GX2005  STATE/COUNTY-  WV/MCDOWELL
 GX2005  USGS QUAD   -  AMONATE (1977)
 GX2005
 GX2005                         *CURRENT SURVEY CONTROL
 GX2005  ___________________________________________________________________
 GX2005* NAD 83(1986)-  37 14 01.     (N)    081 38 51.     (W)     SCALED    
 GX2005* NAVD 88     -       496.653  (meters)    1629.44   (feet)  ADJUSTED  
 GX2005  ___________________________________________________________________
 GX2005  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GX2005  DYNAMIC HT  -         496.228 (meters)    1628.04  (feet)  COMP
 GX2005  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 GX2005
 GX2005  VERT ORDER  -  SECOND    CLASS 0
 GX2005
 GX2005.The horizontal coordinates were scaled from a topographic map and have
 GX2005.an estimated accuracy of +/- 6 seconds.
 GX2005
 GX2005.The orthometric height was determined by differential leveling
 GX2005.and adjusted by the National Geodetic Survey in June 1991..
 GX2005
 GX2005.The geoid height was determined by GEOID03.
 GX2005
 GX2005.The dynamic height is computed by dividing the NAVD 88
 GX2005.geopotential number by the normal gravity value computed on the
 GX2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2005.degrees latitude (g = 980.6199 gals.).
 GX2005
 GX2005.The modeled gravity was interpolated from observed gravity values.
 GX2005
 GX2005;                    North         East    Units  Estimated Accuracy
 GX2005;SPC WV S     -    26,130.      542,540.      MT  (+/- 180 meters Scaled)
 GX2005
 GX2005                          SUPERSEDED SURVEY CONTROL
 GX2005
 GX2005  NGVD 29 (??/??/92)  496.796  (m)         1629.90   (f) ADJ UNCH    2 0
 GX2005
 GX2005.Superseded values are not recommended for survey control.
 GX2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2005.See file dsdata.txt to determine how the superseded data were derived.
 GX2005
 GX2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB425209(NAD 83)
 GX2005_MARKER: DB = BENCH MARK DISK
 GX2005_SETTING: 66 = SET IN ROCK OUTCROP
 GX2005_SP_SET: LEDGE
 GX2005_STAMPING: H 193 1958
 GX2005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2005+STABILITY: POSITION/ELEVATION WELL
 GX2005
 GX2005  HISTORY     - Date     Condition        Report By
 GX2005  HISTORY     - 1958     MONUMENTED       CGS
 GX2005
 GX2005                          STATION DESCRIPTION
 GX2005
 GX2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2005'0.6 MI SW FROM VALLSCREEK.
 GX2005'0.2 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE OVERPASS OF THE
 GX2005'NORFOLK AND WESTERN RAILWAY AT VALLSCREEK, THENCE ABOUT 0.35 MILE
 GX2005'WEST ALONG A GRAVEL ROAD, AT THE JUNCTION OF A PRIVATE ROAD
 GX2005'LEADING NORTH OVER A 35-FOOT WOODEN BRIDGE, SET VERTICALLY IN
 GX2005'THE NORTH FACE OF A 3 BY 2-FOOT ROCK PROJECTION IN HILLSIDE, 18
 GX2005'FEET SOUTH OF CENTER LINE OF ROAD, 30 FEET SOUTHEAST OF CENTER OF
 GX2005'JUNCTION AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2933 ***********************************************************************
 GX2933  DESIGNATION -  H 194
 GX2933  PID         -  GX2933
 GX2933  STATE/COUNTY-  WV/MCDOWELL
 GX2933  USGS QUAD   -  WELCH (1976)
 GX2933
 GX2933                         *CURRENT SURVEY CONTROL
 GX2933  ___________________________________________________________________
 GX2933* NAD 83(1986)-  37 23 00.     (N)    081 33 41.     (W)     SCALED    
 GX2933* NAVD 88     -       418.665  (meters)    1373.57   (feet)  ADJUSTED  
 GX2933  ___________________________________________________________________
 GX2933  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX2933  DYNAMIC HT  -         418.316 (meters)    1372.43  (feet)  COMP
 GX2933  MODELED GRAV-     979,785.6   (mgal)                       NAVD 88
 GX2933
 GX2933  VERT ORDER  -  SECOND    CLASS 0
 GX2933
 GX2933.The horizontal coordinates were scaled from a topographic map and have
 GX2933.an estimated accuracy of +/- 6 seconds.
 GX2933
 GX2933.The orthometric height was determined by differential leveling
 GX2933.and adjusted by the National Geodetic Survey in June 1991..
 GX2933
 GX2933.The geoid height was determined by GEOID03.
 GX2933
 GX2933.The dynamic height is computed by dividing the NAVD 88
 GX2933.geopotential number by the normal gravity value computed on the
 GX2933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2933.degrees latitude (g = 980.6199 gals.).
 GX2933
 GX2933.The modeled gravity was interpolated from observed gravity values.
 GX2933
 GX2933;                    North         East    Units  Estimated Accuracy
 GX2933;SPC WV S     -    42,700.      550,280.      MT  (+/- 180 meters Scaled)
 GX2933
 GX2933                          SUPERSEDED SURVEY CONTROL
 GX2933
 GX2933  NGVD 29 (??/??/92)  418.823  (m)         1374.09   (f) ADJ UNCH    2 0
 GX2933
 GX2933.Superseded values are not recommended for survey control.
 GX2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2933.See file dsdata.txt to determine how the superseded data were derived.
 GX2933
 GX2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB503375(NAD 83)
 GX2933_MARKER: DB = BENCH MARK DISK
 GX2933_SETTING: 66 = SET IN ROCK OUTCROP
 GX2933_SP_SET: CUT
 GX2933_STAMPING: H 194 1958
 GX2933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2933+STABILITY: POSITION/ELEVATION WELL
 GX2933
 GX2933  HISTORY     - Date     Condition        Report By
 GX2933  HISTORY     - 1958     MONUMENTED       CGS
 GX2933
 GX2933                          STATION DESCRIPTION
 GX2933
 GX2933'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2933'1.9 MI NW FROM GARY.
 GX2933'1.85 MILES NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 GX2933'OF A BLACK TOP ROAD LEADING SOUTH TO ELBERT AT GARY, ON THE
 GX2933'OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING SOUTH AND
 GX2933'NORTHWEST, SET VERTICALLY IN THE WEST FACE OF A LARGE ROCK CUT,
 GX2933'15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 60 YARDS
 GX2933'NORTH OF THE NORTHEAST CORNER OF A 10-FOOT CONCRETE AND ROCK
 GX2933'BOX CULVERT, 90 FEET SOUTH OF THE NORTH END OF THE CUT, AND
 GX2933'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2082 ***********************************************************************
 GX2082  DESIGNATION -  H 195
 GX2082  PID         -  GX2082
 GX2082  STATE/COUNTY-  WV/MCDOWELL
 GX2082  USGS QUAD   -  WAR (1977)
 GX2082
 GX2082                         *CURRENT SURVEY CONTROL
 GX2082  ___________________________________________________________________
 GX2082* NAD 83(1986)-  37 21 23.     (N)    081 39 38.     (W)     SCALED    
 GX2082* NAVD 88     -       543.250  (meters)    1782.31   (feet)  ADJUSTED  
 GX2082  ___________________________________________________________________
 GX2082  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX2082  DYNAMIC HT  -         542.800 (meters)    1780.84  (feet)  COMP
 GX2082  MODELED GRAV-     979,785.6   (mgal)                       NAVD 88
 GX2082
 GX2082  VERT ORDER  -  SECOND    CLASS 0
 GX2082
 GX2082.The horizontal coordinates were scaled from a topographic map and have
 GX2082.an estimated accuracy of +/- 6 seconds.
 GX2082
 GX2082.The orthometric height was determined by differential leveling
 GX2082.and adjusted by the National Geodetic Survey in June 1991..
 GX2082
 GX2082.The geoid height was determined by GEOID03.
 GX2082
 GX2082.The dynamic height is computed by dividing the NAVD 88
 GX2082.geopotential number by the normal gravity value computed on the
 GX2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2082.degrees latitude (g = 980.6199 gals.).
 GX2082
 GX2082.The modeled gravity was interpolated from observed gravity values.
 GX2082
 GX2082;                    North         East    Units  Estimated Accuracy
 GX2082;SPC WV S     -    39,760.      541,480.      MT  (+/- 180 meters Scaled)
 GX2082
 GX2082                          SUPERSEDED SURVEY CONTROL
 GX2082
 GX2082  NGVD 29 (??/??/92)  543.416  (m)         1782.86   (f) ADJ UNCH    2 0
 GX2082
 GX2082.Superseded values are not recommended for survey control.
 GX2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2082.See file dsdata.txt to determine how the superseded data were derived.
 GX2082
 GX2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB415346(NAD 83)
 GX2082_MARKER: DB = BENCH MARK DISK
 GX2082_SETTING: 66 = SET IN ROCK OUTCROP
 GX2082_SP_SET: CUT
 GX2082_STAMPING: H 195 1958
 GX2082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2082+STABILITY: POSITION/ELEVATION WELL
 GX2082
 GX2082  HISTORY     - Date     Condition        Report By
 GX2082  HISTORY     - 1958     MONUMENTED       CGS
 GX2082
 GX2082                          STATION DESCRIPTION
 GX2082
 GX2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2082'3.1 MI NE FROM SUSANNA.
 GX2082'3.1 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 GX2082'STATE HIGHWAY 83 AT SUSANNA, 26 FEET NORTHWEST OF THE CENTER LINE
 GX2082'OF HIGHWAY, IN TOP OF A LEDGE 1 1/2-FOOT LONG AND 1/2-FOOT WIDE
 GX2082'ALONG THE SOUTHEAST SIDE OF A ROCK THAT IS 12-FEET LONG AND 3-FEET
 GX2082'HIGH AND IS AT THE SOUTHWEST END OF A SHALE-ROCK CUT, 85 FEET
 GX2082'NORTHEAST OF THE NORTHWEST END OF A 24-INCH PIPE CULVERT, AND
 GX2082'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2297 ***********************************************************************
 GX2297  DESIGNATION -  H 196
 GX2297  PID         -  GX2297
 GX2297  STATE/COUNTY-  WV/BOONE
 GX2297  USGS QUAD   -  CLOTHIER (1989)
 GX2297
 GX2297                         *CURRENT SURVEY CONTROL
 GX2297  ___________________________________________________________________
 GX2297* NAD 83(1986)-  37 58 45.     (N)    081 48 31.     (W)     SCALED    
 GX2297* NAVD 88     -       238.318  (meters)     781.88   (feet)  ADJUSTED  
 GX2297  ___________________________________________________________________
 GX2297  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 GX2297  DYNAMIC HT  -         238.144 (meters)     781.31  (feet)  COMP
 GX2297  MODELED GRAV-     979,893.8   (mgal)                       NAVD 88
 GX2297
 GX2297  VERT ORDER  -  SECOND    CLASS 0
 GX2297
 GX2297.The horizontal coordinates were scaled from a topographic map and have
 GX2297.an estimated accuracy of +/- 6 seconds.
 GX2297
 GX2297.The orthometric height was determined by differential leveling
 GX2297.and adjusted by the National Geodetic Survey in June 1991..
 GX2297
 GX2297.The geoid height was determined by GEOID03.
 GX2297
 GX2297.The dynamic height is computed by dividing the NAVD 88
 GX2297.geopotential number by the normal gravity value computed on the
 GX2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2297.degrees latitude (g = 980.6199 gals.).
 GX2297
 GX2297.The modeled gravity was interpolated from observed gravity values.
 GX2297
 GX2297;                    North         East    Units  Estimated Accuracy
 GX2297;SPC WV S     -   108,990.      528,960.      MT  (+/- 180 meters Scaled)
 GX2297
 GX2297                          SUPERSEDED SURVEY CONTROL
 GX2297
 GX2297  NGVD 29 (??/??/92)  238.527  (m)          782.57   (f) ADJ UNCH    2 0
 GX2297
 GX2297.Superseded values are not recommended for survey control.
 GX2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2297.See file dsdata.txt to determine how the superseded data were derived.
 GX2297
 GX2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC289038(NAD 83)
 GX2297_MARKER: DB = BENCH MARK DISK
 GX2297_SETTING: 66 = SET IN ROCK OUTCROP
 GX2297_SP_SET: ROCK CUT
 GX2297_STAMPING: H 196 1958
 GX2297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2297+STABILITY: POSITION/ELEVATION WELL
 GX2297
 GX2297  HISTORY     - Date     Condition        Report By
 GX2297  HISTORY     - 1958     MONUMENTED       CGS
 GX2297  HISTORY     - 1973     GOOD             LOCENG
 GX2297
 GX2297                          STATION DESCRIPTION
 GX2297
 GX2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2297'2 MI SW FROM GREENVIEW.
 GX2297'ABOUT 1.95 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX2297'FROM THE METHODIST CHURCH AT GREENVIEW, ALSO ABOUT 1.1 MILES
 GX2297'NORTHEAST ALONG THE C. AND O. RY. FROM A BLACK TOP ROAD LEADING
 GX2297'WEST AT JEFFERY, ABOUT 11 RAILS SOUTH OF MILEPOST 46, ON THE
 GX2297'INSIDE OF A LONG HORSESHOE CURVE WITH TANGENTS EXTENDING WEST,
 GX2297'8 1/2 FEET WEST OF THE WEST RAIL, SET VERTICALLY IN THE EAST
 GX2297'FACE OF A ROCK CUT, 40 FEET SOUTH OF THE NORTH END OF THE ROCK,
 GX2297'3 FEET ABOVE THE GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 GX2297'THE TRACK.
 GX2297
 GX2297                          STATION RECOVERY (1973)
 GX2297
 GX2297'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0044 ***********************************************************************
 GX0044  DESIGNATION -  H 197
 GX0044  PID         -  GX0044
 GX0044  STATE/COUNTY-  WV/GREENBRIER
 GX0044  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0044
 GX0044                         *CURRENT SURVEY CONTROL
 GX0044  ___________________________________________________________________
 GX0044* NAD 83(1986)-  37 45 08.     (N)    080 16 24.     (W)     SCALED    
 GX0044* NAVD 88     -       618.137  (meters)    2028.00   (feet)  ADJUSTED  
 GX0044  ___________________________________________________________________
 GX0044  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GX0044  DYNAMIC HT  -         617.598 (meters)    2026.24  (feet)  COMP
 GX0044  MODELED GRAV-     979,739.5   (mgal)                       NAVD 88
 GX0044
 GX0044  VERT ORDER  -  FIRST     CLASS II
 GX0044
 GX0044.The horizontal coordinates were scaled from a topographic map and have
 GX0044.an estimated accuracy of +/- 6 seconds.
 GX0044
 GX0044.The orthometric height was determined by differential leveling
 GX0044.and adjusted by the National Geodetic Survey in June 1991..
 GX0044
 GX0044.The geoid height was determined by GEOID03.
 GX0044
 GX0044.The dynamic height is computed by dividing the NAVD 88
 GX0044.geopotential number by the normal gravity value computed on the
 GX0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0044.degrees latitude (g = 980.6199 gals.).
 GX0044
 GX0044.The modeled gravity was interpolated from observed gravity values.
 GX0044
 GX0044;                    North         East    Units  Estimated Accuracy
 GX0044;SPC WV S     -    83,740.      664,040.      MT  (+/- 180 meters Scaled)
 GX0044
 GX0044                          SUPERSEDED SURVEY CONTROL
 GX0044
 GX0044  NGVD 29 (??/??/92)  618.266  (m)         2028.43   (f) ADJ UNCH    1 2
 GX0044
 GX0044.Superseded values are not recommended for survey control.
 GX0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0044.See file dsdata.txt to determine how the superseded data were derived.
 GX0044
 GX0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB640785(NAD 83)
 GX0044_MARKER: DB = BENCH MARK DISK
 GX0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0044_SP_SET: OVERPASS
 GX0044_STAMPING: H 197 1958
 GX0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0044
 GX0044  HISTORY     - Date     Condition        Report By
 GX0044  HISTORY     - 1958     MONUMENTED       CGS
 GX0044
 GX0044                          STATION DESCRIPTION
 GX0044
 GX0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0044'1.6 MI W FROM ALLEGHANY.
 GX0044'ABOUT 1.65 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0044'THE STATION AT ALLEGHANY, VIRGINIA, 0.1 MILE NORTHWEST OF
 GX0044'MILEPOST 308, AT TUCKAHOE, 30 FEET NORTHEAST OF THE NORTHEAST RAIL
 GX0044'OF THE NORTHEAST TRACK, IN TOP OF THE NORTHWEST END OF THE
 GX0044'NORTHEAST HEAD WALL TO THE RAILROAD OVERPASS OVER A BLACK TOP
 GX0044'ROAD, 3 FEET SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL, AND
 GX0044'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1251 ***********************************************************************
 GX1251  DESIGNATION -  H 198
 GX1251  PID         -  GX1251
 GX1251  STATE/COUNTY-  WV/FAYETTE
 GX1251  USGS QUAD   -  THURMOND (1988)
 GX1251
 GX1251                         *CURRENT SURVEY CONTROL
 GX1251  ___________________________________________________________________
 GX1251* NAD 83(1986)-  37 55 05.     (N)    081 03 03.     (W)     SCALED    
 GX1251* NAVD 88     -       333.068  (meters)    1092.74   (feet)  ADJUSTED  
 GX1251  ___________________________________________________________________
 GX1251  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX1251  DYNAMIC HT  -         332.809 (meters)    1091.89  (feet)  COMP
 GX1251  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 GX1251
 GX1251  VERT ORDER  -  FIRST     CLASS II
 GX1251
 GX1251.The horizontal coordinates were scaled from a topographic map and have
 GX1251.an estimated accuracy of +/- 6 seconds.
 GX1251
 GX1251.The orthometric height was determined by differential leveling
 GX1251.and adjusted by the National Geodetic Survey in June 1991..
 GX1251
 GX1251.The geoid height was determined by GEOID03.
 GX1251
 GX1251.The dynamic height is computed by dividing the NAVD 88
 GX1251.geopotential number by the normal gravity value computed on the
 GX1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1251.degrees latitude (g = 980.6199 gals.).
 GX1251
 GX1251.The modeled gravity was interpolated from observed gravity values.
 GX1251
 GX1251;                    North         East    Units  Estimated Accuracy
 GX1251;SPC WV S     -   101,890.      595,530.      MT  (+/- 180 meters Scaled)
 GX1251
 GX1251                          SUPERSEDED SURVEY CONTROL
 GX1251
 GX1251  NGVD 29 (??/??/92)  333.242  (m)         1093.31   (f) ADJ UNCH    1 2
 GX1251
 GX1251.Superseded values are not recommended for survey control.
 GX1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1251.See file dsdata.txt to determine how the superseded data were derived.
 GX1251
 GX1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB955967(NAD 83)
 GX1251_MARKER: DB = BENCH MARK DISK
 GX1251_SETTING: 80 = SET IN A BOULDER
 GX1251_SP_SET: BOULDER
 GX1251_STAMPING: H 198 1958
 GX1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1251+STABILITY: SURFACE MOTION
 GX1251
 GX1251  HISTORY     - Date     Condition        Report By
 GX1251  HISTORY     - 1958     MONUMENTED       CGS
 GX1251
 GX1251                          STATION DESCRIPTION
 GX1251
 GX1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1251'3.2 MI SE FROM THURMOND.
 GX1251'ABOUT 3.25 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1251'FROM THE STATION AT THURMOND, 0.4 MILE SOUTH OF MILEPOST 388,
 GX1251'8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK,
 GX1251'AT THE SOUTHEAST END OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST
 GX1251'AND NORTH-NORTHWEST, 56 1/2 FEET EAST OF AND ACROSS THE TRACK
 GX1251'FROM TELEPHONE POLE K, 57 YARDS NORTH-NORTHWEST OF AND ACROSS
 GX1251'THE TRACK FROM TELEPHONE POLE L 2, IN TOP OF THE WEST CORNER OF
 GX1251'A 2-FOOT HIGH, 4-BY 1 1/2-FOOT EXPOSED PART OF A BOULDER BURIED
 GX1251'IN THE BOTTOM OF A DIRT CUT, 11 1/2 FEET SOUTHEAST OF THE NORTHEAST
 GX1251'END OF A WOODEN COVERED 15-INCH PIPE CULVERT UNDER THE TRACK,
 GX1251'2 FEET ABOVE THE BOTTOM OF THE DITCH, AND ABOUT LEVEL WITH THE
 GX1251'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0748 ***********************************************************************
 GX0748  DESIGNATION -  H 199
 GX0748  PID         -  GX0748
 GX0748  STATE/COUNTY-  WV/SUMMERS
 GX0748  USGS QUAD   -  MEADOW CREEK (1988)
 GX0748
 GX0748                         *CURRENT SURVEY CONTROL
 GX0748  ___________________________________________________________________
 GX0748* NAD 83(1986)-  37 48 23.     (N)    080 55 21.     (W)     SCALED    
 GX0748* NAVD 88     -       386.949  (meters)    1269.52   (feet)  ADJUSTED  
 GX0748  ___________________________________________________________________
 GX0748  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX0748  DYNAMIC HT  -         386.633 (meters)    1268.48  (feet)  COMP
 GX0748  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 GX0748
 GX0748  VERT ORDER  -  FIRST     CLASS II
 GX0748
 GX0748.The horizontal coordinates were scaled from a topographic map and have
 GX0748.an estimated accuracy of +/- 6 seconds.
 GX0748
 GX0748.The orthometric height was determined by differential leveling
 GX0748.and adjusted by the National Geodetic Survey in June 1991..
 GX0748
 GX0748.The geoid height was determined by GEOID03.
 GX0748
 GX0748.The dynamic height is computed by dividing the NAVD 88
 GX0748.geopotential number by the normal gravity value computed on the
 GX0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0748.degrees latitude (g = 980.6199 gals.).
 GX0748
 GX0748.The modeled gravity was interpolated from observed gravity values.
 GX0748
 GX0748;                    North         East    Units  Estimated Accuracy
 GX0748;SPC WV S     -    89,500.      606,830.      MT  (+/- 180 meters Scaled)
 GX0748
 GX0748                          SUPERSEDED SURVEY CONTROL
 GX0748
 GX0748  NGVD 29 (??/??/92)  387.117  (m)         1270.07   (f) ADJ UNCH    1 2
 GX0748
 GX0748.Superseded values are not recommended for survey control.
 GX0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0748.See file dsdata.txt to determine how the superseded data were derived.
 GX0748
 GX0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB068843(NAD 83)
 GX0748_MARKER: DB = BENCH MARK DISK
 GX0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0748_SP_SET: CULVERT
 GX0748_STAMPING: H 199 1958
 GX0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0748
 GX0748  HISTORY     - Date     Condition        Report By
 GX0748  HISTORY     - 1958     MONUMENTED       CGS
 GX0748
 GX0748                          STATION DESCRIPTION
 GX0748
 GX0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0748'AT MEADOW CREEK.
 GX0748'AT MEADOW CREEK, ABOUT 0.3 MILE SOUTH ALONG THE CHESAPEAKE AND
 GX0748'OHIO RAILWAY FROM THE STATION, 0.2 MILE NORTH OF MILEPOST 369,
 GX0748'11 1/2 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 69 YARDS
 GX0748'SOUTH OF TELEGRAPH TOWER M D, IN TOP OF THE SOUTHEAST WING WALL
 GX0748'FOR A 10-FOOT CONCRETE CULVERT UNDER THE TRACK, 0.6 FOOT EAST
 GX0748'OF THE EAST FACE OF THE EAST HEAD WALL OF CULVERT, AND ABOUT 6
 GX0748'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0126 ***********************************************************************
 HX0126  DESIGNATION -  H 20
 HX0126  PID         -  HX0126
 HX0126  STATE/COUNTY-  WV/UPSHUR
 HX0126  USGS QUAD   -  ADRIAN (1979)
 HX0126
 HX0126                         *CURRENT SURVEY CONTROL
 HX0126  ___________________________________________________________________
 HX0126* NAD 83(1986)-  38 53 00.     (N)    080 21 09.     (W)     SCALED    
 HX0126* NAVD 88     -       460.788  (meters)    1511.77   (feet)  ADJUSTED  
 HX0126  ___________________________________________________________________
 HX0126  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HX0126  DYNAMIC HT  -         460.475 (meters)    1510.74  (feet)  COMP
 HX0126  MODELED GRAV-     979,934.4   (mgal)                       NAVD 88
 HX0126
 HX0126  VERT ORDER  -  SECOND    CLASS 0
 HX0126
 HX0126.The horizontal coordinates were scaled from a topographic map and have
 HX0126.an estimated accuracy of +/- 6 seconds.
 HX0126
 HX0126.The orthometric height was determined by differential leveling
 HX0126.and adjusted by the National Geodetic Survey in June 1991..
 HX0126
 HX0126.The geoid height was determined by GEOID03.
 HX0126
 HX0126.The dynamic height is computed by dividing the NAVD 88
 HX0126.geopotential number by the normal gravity value computed on the
 HX0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0126.degrees latitude (g = 980.6199 gals.).
 HX0126
 HX0126.The modeled gravity was interpolated from observed gravity values.
 HX0126
 HX0126;                    North         East    Units  Estimated Accuracy
 HX0126;SPC WV S     -   209,230.      656,180.      MT  (+/- 180 meters Scaled)
 HX0126
 HX0126                          SUPERSEDED SURVEY CONTROL
 HX0126
 HX0126  NGVD 29 (??/??/92)  460.975  (m)         1512.38   (f) ADJ UNCH    2 0
 HX0126
 HX0126.Superseded values are not recommended for survey control.
 HX0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0126.See file dsdata.txt to determine how the superseded data were derived.
 HX0126
 HX0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND561040(NAD 83)
 HX0126_MARKER: DB = BENCH MARK DISK
 HX0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0126_STAMPING: H 20 1935
 HX0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0126+STABILITY: SURFACE MOTION
 HX0126
 HX0126  HISTORY     - Date     Condition        Report By
 HX0126  HISTORY     - 1935     MONUMENTED       CGS
 HX0126  HISTORY     - 1962     GOOD             NGS
 HX0126
 HX0126                          STATION DESCRIPTION
 HX0126
 HX0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0126'0.8 MI NE FROM FRENCHTON.
 HX0126'ABOUT 0.8 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0126'FROM THE STATION AT FRENCHTON, AT A ROAD CROSSING, AT THE
 HX0126'NORTHEAST CORNER OF A SMALL PASTURE FIELD, 63 FEET WEST OF A
 HX0126'SWITCH STAND, 46 FEET WEST OF THE WEST RAIL, 12 1/2 FEET SOUTH
 HX0126'OF A FENCE CORNER POST, 26 1/2 FEET SOUTH OF THE CENTER LINE OF
 HX0126'THE ROAD, ABOUT 48 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION,
 HX0126'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IS SET IN
 HX0126'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0402 ***********************************************************************
 GX0402  DESIGNATION -  H 200
 GX0402  PID         -  GX0402
 GX0402  STATE/COUNTY-  WV/MONROE
 GX0402  USGS QUAD   -  PETERSTOWN (1984)
 GX0402
 GX0402                         *CURRENT SURVEY CONTROL
 GX0402  ___________________________________________________________________
 GX0402* NAD 83(1986)-  37 25 58.     (N)    080 46 47.     (W)     SCALED    
 GX0402* NAVD 88     -       617.932  (meters)    2027.33   (feet)  ADJUSTED  
 GX0402  ___________________________________________________________________
 GX0402  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX0402  DYNAMIC HT  -         617.407 (meters)    2025.61  (feet)  COMP
 GX0402  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 GX0402
 GX0402  VERT ORDER  -  FIRST     CLASS II
 GX0402
 GX0402.The horizontal coordinates were scaled from a topographic map and have
 GX0402.an estimated accuracy of +/- 6 seconds.
 GX0402
 GX0402.The orthometric height was determined by differential leveling
 GX0402.and adjusted by the National Geodetic Survey in June 1991..
 GX0402.WARNING-Repeat measurements at this control monument indicate possible
 GX0402.vertical movement.
 GX0402
 GX0402.The geoid height was determined by GEOID03.
 GX0402
 GX0402.The dynamic height is computed by dividing the NAVD 88
 GX0402.geopotential number by the normal gravity value computed on the
 GX0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0402.degrees latitude (g = 980.6199 gals.).
 GX0402
 GX0402.The modeled gravity was interpolated from observed gravity values.
 GX0402
 GX0402;                    North         East    Units  Estimated Accuracy
 GX0402;SPC WV S     -    48,060.      619,500.      MT  (+/- 180 meters Scaled)
 GX0402
 GX0402                          SUPERSEDED SURVEY CONTROL
 GX0402
 GX0402  NGVD 29 (??/??/92)  618.044  (m)         2027.70   (f) ADJ UNCH    1 2
 GX0402
 GX0402.Superseded values are not recommended for survey control.
 GX0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0402.See file dsdata.txt to determine how the superseded data were derived.
 GX0402
 GX0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB194429(NAD 83)
 GX0402_MARKER: DB = BENCH MARK DISK
 GX0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0402_STAMPING: H 200 1958
 GX0402_MARK LOGO: CGS   
 GX0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0402+STABILITY: SURFACE MOTION
 GX0402
 GX0402  HISTORY     - Date     Condition        Report By
 GX0402  HISTORY     - 1958     MONUMENTED       CGS
 GX0402  HISTORY     - 1984     GOOD             NGS
 GX0402
 GX0402                          STATION DESCRIPTION
 GX0402
 GX0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0402'2.8 MI N FROM PETERSTOWN.
 GX0402'2.8 MILES NORTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 GX0402'U.S. HIGHWAY 219 AT PETERSTOWN, 1.2 MILES SOUTH OF THE POST
 GX0402'OFFICE AT CASHMERE, 0.35 MILE SOUTH OF A PROMINENT CONCRETE
 GX0402'DRIVE LEADING NORTHWEST AT THE SUMMIT OF A GRADE, 0.15 MILE
 GX0402'NORTHWEST OF A TWO-STORY BRICK HOUSE WEST OF THE HIGHWAY, 177
 GX0402'YARDS SOUTH OF HIGHWAY MILEPOST 3, 21 FEET WEST OF CENTER LINE
 GX0402'OF HIGHWAY, 3 FEET EAST OF FENCE, 14 1/2 FEET NORTH OF A 8-INCH
 GX0402'RED OAK TREE, 10 FEET NORTHEAST OF A 10-INCH PINE TREE ALONG
 GX0402'FENCE LINE, 29 1/2 FEET NORTHEAST OF POWER LINE POLE 90-24,
 GX0402'2 FEET NORTH OF A STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE
 GX0402'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GX0402'PROJECTING 4 INCHES.
 GX0402
 GX0402                          STATION RECOVERY (1984)
 GX0402
 GX0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0646 ***********************************************************************
 HX0646  DESIGNATION -  H 200 USGS
 HX0646  PID         -  HX0646
 HX0646  STATE/COUNTY-  WV/RANDOLPH
 HX0646  USGS QUAD   -  MINGO (1995)
 HX0646
 HX0646                         *CURRENT SURVEY CONTROL
 HX0646  ___________________________________________________________________
 HX0646* NAD 83(1986)-  38 29 31.     (N)    080 03 21.     (W)     SCALED    
 HX0646* NAVD 88     -       820.541  (meters)    2692.06   (feet)  ADJUSTED  
 HX0646  ___________________________________________________________________
 HX0646  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HX0646  DYNAMIC HT  -         819.884 (meters)    2689.90  (feet)  COMP
 HX0646  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 HX0646
 HX0646  VERT ORDER  -  FIRST     CLASS II
 HX0646
 HX0646.The horizontal coordinates were scaled from a topographic map and have
 HX0646.an estimated accuracy of +/- 6 seconds.
 HX0646
 HX0646.The orthometric height was determined by differential leveling
 HX0646.and adjusted by the National Geodetic Survey in June 1991..
 HX0646
 HX0646.The geoid height was determined by GEOID03.
 HX0646
 HX0646.The dynamic height is computed by dividing the NAVD 88
 HX0646.geopotential number by the normal gravity value computed on the
 HX0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0646.degrees latitude (g = 980.6199 gals.).
 HX0646
 HX0646.The modeled gravity was interpolated from observed gravity values.
 HX0646
 HX0646;                    North         East    Units  Estimated Accuracy
 HX0646;SPC WV S     -   166,010.      682,370.      MT  (+/- 180 meters Scaled)
 HX0646
 HX0646                          SUPERSEDED SURVEY CONTROL
 HX0646
 HX0646  NGVD 29 (??/??/92)  820.633  (m)         2692.36   (f) ADJ UNCH    1 2
 HX0646
 HX0646.Superseded values are not recommended for survey control.
 HX0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0646.See file dsdata.txt to determine how the superseded data were derived.
 HX0646
 HX0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC823608(NAD 83)
 HX0646_MARKER: DD = SURVEY DISK
 HX0646_SETTING: 80 = SET IN A BOULDER
 HX0646_SP_SET: BOULDER
 HX0646_STAMPING: H 200 W VA 1921
 HX0646_MARK LOGO: USGS  
 HX0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0646+STABILITY: SURFACE MOTION
 HX0646
 HX0646  HISTORY     - Date     Condition        Report By
 HX0646  HISTORY     - 1921     MONUMENTED       USGS
 HX0646  HISTORY     - 1962     GOOD             NGS
 HX0646  HISTORY     - 1983     GOOD             NGS
 HX0646
 HX0646                          STATION DESCRIPTION
 HX0646
 HX0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0646'0.7 MI SE FROM MINGO.
 HX0646'0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL
 HX0646'AT MINGO, THENCE 0.05 MILE SOUTH ACROSS A CONCRETE BRIDGE AND
 HX0646'ALONG A BLACK TOP ROAD, SET IN TOP OF A ROCK THAT IS ABOUT
 HX0646'3-BY 2 1/2-FOOT WIDE, 1-FOOT SOUTHEAST OF THE NORTHWEST END,
 HX0646'46 FEET NORTHWEST OF THE NORTHEAST CORNER OF AN ABANDONED WOODEN
 HX0646'FRAME CHURCH BUILDING, ABOUT 100 YARDS SOUTH OF THE SOUTH END
 HX0646'OF A CONCRETE BRIDGE OVER MINGO RUN, 64 1/2 FEET SOUTHWEST OF
 HX0646'THE CENTER LINE OF THE BLACK TOP ROAD, AND ABOUT 12 FEET ABOVE
 HX0646'THE LEVEL OF THE BLACK TOP ROAD.
 HX0646
 HX0646                          STATION RECOVERY (1983)
 HX0646
 HX0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0656 ***********************************************************************
 GX0656  DESIGNATION -  H 201
 GX0656  PID         -  GX0656
 GX0656  STATE/COUNTY-  WV/SUMMERS
 GX0656  USGS QUAD   -  FOREST HILL (1976)
 GX0656
 GX0656                         *CURRENT SURVEY CONTROL
 GX0656  ___________________________________________________________________
 GX0656* NAD 83(1986)-  37 36 15.     (N)    080 48 24.     (W)     SCALED    
 GX0656* NAVD 88     -       437.616  (meters)    1435.75   (feet)  ADJUSTED  
 GX0656  ___________________________________________________________________
 GX0656  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX0656  DYNAMIC HT  -         437.249 (meters)    1434.54  (feet)  COMP
 GX0656  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GX0656
 GX0656  VERT ORDER  -  FIRST     CLASS II
 GX0656
 GX0656.The horizontal coordinates were scaled from a topographic map and have
 GX0656.an estimated accuracy of +/- 6 seconds.
 GX0656
 GX0656.The orthometric height was determined by differential leveling
 GX0656.and adjusted by the National Geodetic Survey in June 1991..
 GX0656.WARNING-Repeat measurements at this control monument indicate possible
 GX0656.vertical movement.
 GX0656
 GX0656.The geoid height was determined by GEOID03.
 GX0656
 GX0656.The dynamic height is computed by dividing the NAVD 88
 GX0656.geopotential number by the normal gravity value computed on the
 GX0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0656.degrees latitude (g = 980.6199 gals.).
 GX0656
 GX0656.The modeled gravity was interpolated from observed gravity values.
 GX0656
 GX0656;                    North         East    Units  Estimated Accuracy
 GX0656;SPC WV S     -    67,070.      617,070.      MT  (+/- 180 meters Scaled)
 GX0656
 GX0656                          SUPERSEDED SURVEY CONTROL
 GX0656
 GX0656  NGVD 29 (??/??/92)  437.782  (m)         1436.29   (f) ADJ UNCH    1 2
 GX0656
 GX0656.Superseded values are not recommended for survey control.
 GX0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0656.See file dsdata.txt to determine how the superseded data were derived.
 GX0656
 GX0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB170619(NAD 83)
 GX0656_MARKER: DB = BENCH MARK DISK
 GX0656_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX0656_STAMPING: H 201 1958
 GX0656_MARK LOGO: CGS   
 GX0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0656+STABILITY: SURFACE MOTION
 GX0656
 GX0656  HISTORY     - Date     Condition        Report By
 GX0656  HISTORY     - 1958     MONUMENTED       CGS
 GX0656  HISTORY     - 1984     GOOD             NGS
 GX0656
 GX0656                          STATION DESCRIPTION
 GX0656
 GX0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0656'3 MI N FROM FOREST HILL.
 GX0656'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 12 FROM THE FOREST
 GX0656'HILL METHODIST CHURCH AT FOREST HILL, 0.85 MILE NORTHWEST OF
 GX0656'THE JUNCTION OF BLACK TOP ROAD 29 LEADING EAST TO A 4 H CAMP,
 GX0656'13 1/2 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, AT 30-FOOT
 GX0656'CONCRETE BRIDGE OVER WOLF CREEK, 2.3 FEET NORTHWEST OF THE
 GX0656'SOUTHEAST END OF THE SOUTHWEST CONCRETE BANISTER, IN TOP OF
 GX0656'CONCRETE BASE FOR BANISTER, 0.3 FOOT NORTHEAST OF BANISTER,
 GX0656'0.05 MILE SOUTHEAST OF THE Y JUNCTION OF GRAVEL ROAD LEADING
 GX0656'SOUTHWEST TO BUCK, AND ABOUT LEVEL WITH THE HIGHWAY.
 GX0656
 GX0656                          STATION RECOVERY (1984)
 GX0656
 GX0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0679 ***********************************************************************
 GX0679  DESIGNATION -  H 202
 GX0679  PID         -  GX0679
 GX0679  STATE/COUNTY-  WV/GREENBRIER
 GX0679  USGS QUAD   -  FORT SPRING (1971)
 GX0679
 GX0679                         *CURRENT SURVEY CONTROL
 GX0679  ___________________________________________________________________
 GX0679* NAD 83(1986)-  37 44 28.     (N)    080 33 45.     (W)     SCALED    
 GX0679* NAVD 88     -       493.498  (meters)    1619.08   (feet)  ADJUSTED  
 GX0679  ___________________________________________________________________
 GX0679  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GX0679  DYNAMIC HT  -         493.095 (meters)    1617.76  (feet)  COMP
 GX0679  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 GX0679
 GX0679  VERT ORDER  -  FIRST     CLASS II
 GX0679
 GX0679.The horizontal coordinates were scaled from a topographic map and have
 GX0679.an estimated accuracy of +/- 6 seconds.
 GX0679
 GX0679.The orthometric height was determined by differential leveling
 GX0679.and adjusted by the National Geodetic Survey in June 1991..
 GX0679
 GX0679.The geoid height was determined by GEOID03.
 GX0679
 GX0679.The dynamic height is computed by dividing the NAVD 88
 GX0679.geopotential number by the normal gravity value computed on the
 GX0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0679.degrees latitude (g = 980.6199 gals.).
 GX0679
 GX0679.The modeled gravity was interpolated from observed gravity values.
 GX0679
 GX0679;                    North         East    Units  Estimated Accuracy
 GX0679;SPC WV S     -    82,350.      638,560.      MT  (+/- 180 meters Scaled)
 GX0679
 GX0679                          SUPERSEDED SURVEY CONTROL
 GX0679
 GX0679  NGVD 29 (??/??/92)  493.664  (m)         1619.63   (f) ADJ UNCH    1 2
 GX0679
 GX0679.Superseded values are not recommended for survey control.
 GX0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0679.See file dsdata.txt to determine how the superseded data were derived.
 GX0679
 GX0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB385771(NAD 83)
 GX0679_MARKER: DB = BENCH MARK DISK
 GX0679_SETTING: 66 = SET IN ROCK OUTCROP
 GX0679_SP_SET: ROCK CUT
 GX0679_STAMPING: H 202 1958
 GX0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0679+STABILITY: POSITION/ELEVATION WELL
 GX0679
 GX0679  HISTORY     - Date     Condition        Report By
 GX0679  HISTORY     - 1958     MONUMENTED       CGS
 GX0679  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0679
 GX0679                          STATION DESCRIPTION
 GX0679
 GX0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0679'1.4 MI SW FROM FORT SPRING.
 GX0679'ABOUT 1.35 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0679'FROM THE STATION AT FORT SPRING, 0.45 MILE EAST OF MILEPOST
 GX0679'331, 0.15 MILE EAST OF THE FLAG STATION AND SIGNAL ARM AT FRAZIER,
 GX0679'22 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST MAIN
 GX0679'TRACK AND AT OUTSIDE OF A CURVE, SET VERTICALLY IN THE NORTHWEST
 GX0679'FACE OF A 4-FOOT HIGH ROCK AT THE WEST END OF CUT, 15 FEET
 GX0679'EAST OF THE WEST END OF THE CUT, 8 1/2 FEET SOUTHEAST OF THE
 GX0679'SOUTHEAST RAIL OF SIDING TRACK, 65 FEET NORTHEAST OF THE
 GX0679'SOUTHEAST END OF DOUBLE 24-INCH PIPE CULVERT FOR A SMALL BRANCH
 GX0679'BETWEEN CUTS, 2 FEET ABOVE THE GROUND, ABOUT LEVEL WITH THE
 GX0679'MAIN TRACK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE SIDING.
 GX0679
 GX0679                          STATION RECOVERY (1983)
 GX0679
 GX0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0679'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0679'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1883 ***********************************************************************
 HX1883  DESIGNATION -  H 203
 HX1883  PID         -  HX1883
 HX1883  STATE/COUNTY-  WV/FAYETTE
 HX1883  USGS QUAD   -  MONTGOMERY (1976)
 HX1883
 HX1883                         *CURRENT SURVEY CONTROL
 HX1883  ___________________________________________________________________
 HX1883* NAD 83(1986)-  38 07 49.     (N)    081 15 30.     (W)     SCALED    
 HX1883* NAVD 88     -       200.726  (meters)     658.55   (feet)  ADJUSTED  
 HX1883  ___________________________________________________________________
 HX1883  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HX1883  DYNAMIC HT  -         200.581 (meters)     658.07  (feet)  COMP
 HX1883  MODELED GRAV-     979,904.4   (mgal)                       NAVD 88
 HX1883
 HX1883  VERT ORDER  -  FIRST     CLASS II
 HX1883
 HX1883.The horizontal coordinates were scaled from a topographic map and have
 HX1883.an estimated accuracy of +/- 6 seconds.
 HX1883
 HX1883.The orthometric height was determined by differential leveling
 HX1883.and adjusted by the National Geodetic Survey in June 1991..
 HX1883
 HX1883.The geoid height was determined by GEOID03.
 HX1883
 HX1883.The dynamic height is computed by dividing the NAVD 88
 HX1883.geopotential number by the normal gravity value computed on the
 HX1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1883.degrees latitude (g = 980.6199 gals.).
 HX1883
 HX1883.The modeled gravity was interpolated from observed gravity values.
 HX1883
 HX1883;                    North         East    Units  Estimated Accuracy
 HX1883;SPC WV S     -   125,480.      577,350.      MT  (+/- 180 meters Scaled)
 HX1883
 HX1883                          SUPERSEDED SURVEY CONTROL
 HX1883
 HX1883  NGVD 29 (??/??/92)  200.913  (m)          659.16   (f) ADJ UNCH    1 2
 HX1883
 HX1883.Superseded values are not recommended for survey control.
 HX1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1883.See file dsdata.txt to determine how the superseded data were derived.
 HX1883
 HX1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC773203(NAD 83)
 HX1883_MARKER: DB = BENCH MARK DISK
 HX1883_SETTING: 66 = SET IN ROCK OUTCROP
 HX1883_SP_SET: ROCK CUT
 HX1883_STAMPING: H 203 1959
 HX1883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1883+STABILITY: POSITION/ELEVATION WELL
 HX1883
 HX1883  HISTORY     - Date     Condition        Report By
 HX1883  HISTORY     - 1959     MONUMENTED       CGS
 HX1883
 HX1883                          STATION DESCRIPTION
 HX1883
 HX1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1883'1 MI SE FROM ALLOY.
 HX1883'ABOUT 1.05 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1883'FROM THE STATION AT ALLOY, 0.35 MILE EAST OF THE NORTH END OF
 HX1883'THE VIRGINIAN RAILROAD BRIDGE OVER KANAWHA RIVER, 0.45 MILE
 HX1883'WEST OF FALLS VIEW SCHOOL, 0.35 MILE WEST OF MILEPOST 158, 62
 HX1883'FEET NORTH OF AND ACROSS U.S. HIGHWAYS 21 AND 60 FROM THE NORTH
 HX1883'RAIL, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET
 HX1883'VERTICALLY IN THE SOUTH FACE AT THE EAST END OF A HUGE ROCK CUT
 HX1883'ON THE NORTH SIDE OF THE HIGHWAY, 19 FEET WEST OF THE NORTH END
 HX1883'OF A 30-INCH PIPE CULVERT UNDER THE HIGHWAY AND IN A DEEP RAVINE,
 HX1883'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1858 ***********************************************************************
 HX1858  DESIGNATION -  H 204
 HX1858  PID         -  HX1858
 HX1858  STATE/COUNTY-  WV/FAYETTE
 HX1858  USGS QUAD   -  FAYETTEVILLE (1976)
 HX1858
 HX1858                         *CURRENT SURVEY CONTROL
 HX1858  ___________________________________________________________________
 HX1858* NAD 83(1986)-  38 03 06.     (N)    081 03 52.     (W)     SCALED    
 HX1858* NAVD 88     -       282.072  (meters)     925.43   (feet)  ADJUSTED  
 HX1858  ___________________________________________________________________
 HX1858  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HX1858  DYNAMIC HT  -         281.849 (meters)     924.70  (feet)  COMP
 HX1858  MODELED GRAV-     979,833.0   (mgal)                       NAVD 88
 HX1858
 HX1858  VERT ORDER  -  FIRST     CLASS II
 HX1858
 HX1858.The horizontal coordinates were scaled from a topographic map and have
 HX1858.an estimated accuracy of +/- 6 seconds.
 HX1858
 HX1858.The orthometric height was determined by differential leveling
 HX1858.and adjusted by the National Geodetic Survey in June 1991..
 HX1858
 HX1858.The geoid height was determined by GEOID03.
 HX1858
 HX1858.The dynamic height is computed by dividing the NAVD 88
 HX1858.geopotential number by the normal gravity value computed on the
 HX1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1858.degrees latitude (g = 980.6199 gals.).
 HX1858
 HX1858.The modeled gravity was interpolated from observed gravity values.
 HX1858
 HX1858;                    North         East    Units  Estimated Accuracy
 HX1858;SPC WV S     -   116,720.      594,340.      MT  (+/- 180 meters Scaled)
 HX1858
 HX1858                          SUPERSEDED SURVEY CONTROL
 HX1858
 HX1858  NGVD 29 (??/??/92)  282.236  (m)          925.97   (f) ADJ UNCH    1 2
 HX1858
 HX1858.Superseded values are not recommended for survey control.
 HX1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1858.See file dsdata.txt to determine how the superseded data were derived.
 HX1858
 HX1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC943115(NAD 83)
 HX1858_MARKER: DB = BENCH MARK DISK
 HX1858_SETTING: 80 = SET IN A BOULDER
 HX1858_SP_SET: BOULDER
 HX1858_STAMPING: H 204 1959
 HX1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1858+STABILITY: SURFACE MOTION
 HX1858
 HX1858  HISTORY     - Date     Condition        Report By
 HX1858  HISTORY     - 1959     MONUMENTED       CGS
 HX1858
 HX1858                          STATION DESCRIPTION
 HX1858
 HX1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1858'1.2 MI SE FROM FAYETTE.
 HX1858'ABOUT 1.2 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1858'FROM THE STATION AT FAYETTE, ALSO ABOUT 1.65 MILES NORTHWEST
 HX1858'ALONG THE C. AND O. RY. FROM THE STATION AT NUTTALL, ABOUT 5 1/2
 HX1858'RAILS NORTHWEST OF MILEPOST 403, 11 FEET SOUTHWEST OF THE
 HX1858'SOUTHWEST RAIL, SET VERTICALLY IN THE NORTHEAST FACE OF A BOULDER
 HX1858'45-FEET WIDE BY 25-FEET HIGH (THE SOUTHEAST ONE OF TWO LARGE
 HX1858'BOULDERS THAT ARE BETWEEN THE TRACK AND RIVER), 4 FEET ABOVE
 HX1858'THE GROUND, 9 1/2 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 HX1858'BOULDER, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2039 ***********************************************************************
 HX2039  DESIGNATION -  H 205
 HX2039  PID         -  HX2039
 HX2039  STATE/COUNTY-  WV/KANAWHA
 HX2039  USGS QUAD   -  BELLE (1977)
 HX2039
 HX2039                         *CURRENT SURVEY CONTROL
 HX2039  ___________________________________________________________________
 HX2039* NAD 83(1986)-  38 13 45.     (N)    081 32 02.     (W)     SCALED    
 HX2039* NAVD 88     -       187.155  (meters)     614.02   (feet)  ADJUSTED  
 HX2039  ___________________________________________________________________
 HX2039  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HX2039  DYNAMIC HT  -         187.024 (meters)     613.59  (feet)  COMP
 HX2039  MODELED GRAV-     979,923.7   (mgal)                       NAVD 88
 HX2039
 HX2039  VERT ORDER  -  FIRST     CLASS II
 HX2039
 HX2039.The horizontal coordinates were scaled from a topographic map and have
 HX2039.an estimated accuracy of +/- 6 seconds.
 HX2039
 HX2039.The orthometric height was determined by differential leveling
 HX2039.and adjusted by the National Geodetic Survey in June 1991..
 HX2039
 HX2039.The geoid height was determined by GEOID03.
 HX2039
 HX2039.The dynamic height is computed by dividing the NAVD 88
 HX2039.geopotential number by the normal gravity value computed on the
 HX2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2039.degrees latitude (g = 980.6199 gals.).
 HX2039
 HX2039.The modeled gravity was interpolated from observed gravity values.
 HX2039
 HX2039;                    North         East    Units  Estimated Accuracy
 HX2039;SPC WV S     -   136,560.      553,260.      MT  (+/- 180 meters Scaled)
 HX2039
 HX2039                          SUPERSEDED SURVEY CONTROL
 HX2039
 HX2039  NGVD 29 (??/??/92)  187.350  (m)          614.66   (f) ADJ UNCH    1 2
 HX2039
 HX2039.Superseded values are not recommended for survey control.
 HX2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2039.See file dsdata.txt to determine how the superseded data were derived.
 HX2039
 HX2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC532313(NAD 83)
 HX2039_MARKER: DB = BENCH MARK DISK
 HX2039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2039_SP_SET: PIER LEG
 HX2039_STAMPING: H 205 1959
 HX2039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2039
 HX2039  HISTORY     - Date     Condition        Report By
 HX2039  HISTORY     - 1959     MONUMENTED       CGS
 HX2039
 HX2039                          STATION DESCRIPTION
 HX2039
 HX2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX2039'AT BELLE.
 HX2039'AT BELLE, ABOUT 0.8 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL
 HX2039'RAILROAD FROM THE STATION, 0.4 MILE SOUTHEAST OF MILEPOST 137,
 HX2039'58 FEET NORTHEAST OF AND ACROSS 13TH. STREET FROM THE NORTHEAST
 HX2039'RAIL, SET VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTHWEST
 HX2039'LEG OF THE FIRST PIER NORTHWEST OF 13TH. STREET UNDER A HIGHWAY
 HX2039'OVERPASS OVER THE STREET, 16 FEET NORTHWEST OF THE CENTER
 HX2039'LINE OF THE STREET, 3 FEET ABOVE THE GROUND, AND ABOUT 3 FEET
 HX2039'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0759 ***********************************************************************
 GX0759  DESIGNATION -  H 206
 GX0759  PID         -  GX0759
 GX0759  STATE/COUNTY-  WV/FAYETTE
 GX0759  USGS QUAD   -  DANESE (1987)
 GX0759
 GX0759                         *CURRENT SURVEY CONTROL
 GX0759  ___________________________________________________________________
 GX0759* NAD 83(1986)-  37 58 30.     (N)    080 59 32.     (W)     SCALED    
 GX0759* NAVD 88     -       748.692  (meters)    2456.33   (feet)  ADJUSTED  
 GX0759  ___________________________________________________________________
 GX0759  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0759  DYNAMIC HT  -         748.094 (meters)    2454.37  (feet)  COMP
 GX0759  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 GX0759
 GX0759  VERT ORDER  -  SECOND    CLASS 0
 GX0759
 GX0759.The horizontal coordinates were scaled from a topographic map and have
 GX0759.an estimated accuracy of +/- 6 seconds.
 GX0759
 GX0759.The orthometric height was determined by differential leveling
 GX0759.and adjusted by the National Geodetic Survey in June 1991..
 GX0759
 GX0759.The geoid height was determined by GEOID03.
 GX0759
 GX0759.The dynamic height is computed by dividing the NAVD 88
 GX0759.geopotential number by the normal gravity value computed on the
 GX0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0759.degrees latitude (g = 980.6199 gals.).
 GX0759
 GX0759.The modeled gravity was interpolated from observed gravity values.
 GX0759
 GX0759;                    North         East    Units  Estimated Accuracy
 GX0759;SPC WV S     -   108,210.      600,680.      MT  (+/- 180 meters Scaled)
 GX0759
 GX0759                          SUPERSEDED SURVEY CONTROL
 GX0759
 GX0759  NGVD 29 (??/??/92)  748.863  (m)         2456.89   (f) ADJ UNCH    2 0
 GX0759
 GX0759.Superseded values are not recommended for survey control.
 GX0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0759.See file dsdata.txt to determine how the superseded data were derived.
 GX0759
 GX0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC006030(NAD 83)
 GX0759_MARKER: DB = BENCH MARK DISK
 GX0759_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0759_SP_SET: UNSPECIFIED ROCK
 GX0759_STAMPING: H 206 1961
 GX0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0759
 GX0759  HISTORY     - Date     Condition        Report By
 GX0759  HISTORY     - 1961     MONUMENTED       CGS
 GX0759  HISTORY     - 1980     GOOD             LOCSUR
 GX0759
 GX0759                          STATION DESCRIPTION
 GX0759
 GX0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0759'3.2 MI SE FROM SEWELL.
 GX0759'ABOUT 3.2 MILES SOUTHEAST ALONG A ROUGH MOUNTAIN ROAD FROM THE
 GX0759'CHESAPEAKE AND OHIO RAILWAY STATION AT SEWELL, AT THE OUTSIDE OF
 GX0759'A SHARP CURVE, ON THE NORTHWEST SLOPE OF A LONG CROOKED HILL,
 GX0759'SET ON THE TOP OF THE NORTHEAST END OF A ROCK THAT IS 15 FEET
 GX0759'LONG AND 5 FEET WIDE, (THE SOUTHWEST END OF THE ROCK GOES UNDER
 GX0759'THE ROAD), 21 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 75
 GX0759'FEET EAST OF THE CENTER OF THE CURVE, 5 FEET SOUTHWEST OF THE
 GX0759'NORTHEAST END OF THE ROCK AND ABOUT LEVEL WITH THE ROAD.
 GX0759
 GX0759                          STATION RECOVERY (1980)
 GX0759
 GX0759'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0773 ***********************************************************************
 GX0773  DESIGNATION -  H 207
 GX0773  PID         -  GX0773
 GX0773  STATE/COUNTY-  WV/FAYETTE
 GX0773  USGS QUAD   -  DANESE (1987)
 GX0773
 GX0773                         *CURRENT SURVEY CONTROL
 GX0773  ___________________________________________________________________
 GX0773* NAD 83(1986)-  37 54 43.     (N)    080 57 13.     (W)     SCALED    
 GX0773* NAVD 88     -       851.423  (meters)    2793.38   (feet)  ADJUSTED  
 GX0773  ___________________________________________________________________
 GX0773  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX0773  DYNAMIC HT  -         850.728 (meters)    2791.10  (feet)  COMP
 GX0773  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 GX0773
 GX0773  VERT ORDER  -  SECOND    CLASS 0
 GX0773
 GX0773.The horizontal coordinates were scaled from a topographic map and have
 GX0773.an estimated accuracy of +/- 6 seconds.
 GX0773
 GX0773.The orthometric height was determined by differential leveling
 GX0773.and adjusted by the National Geodetic Survey in June 1991..
 GX0773
 GX0773.The geoid height was determined by GEOID03.
 GX0773
 GX0773.The dynamic height is computed by dividing the NAVD 88
 GX0773.geopotential number by the normal gravity value computed on the
 GX0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0773.degrees latitude (g = 980.6199 gals.).
 GX0773
 GX0773.The modeled gravity was interpolated from observed gravity values.
 GX0773
 GX0773;                    North         East    Units  Estimated Accuracy
 GX0773;SPC WV S     -   101,220.      604,080.      MT  (+/- 180 meters Scaled)
 GX0773
 GX0773                          SUPERSEDED SURVEY CONTROL
 GX0773
 GX0773  NGVD 29 (??/??/92)  851.585  (m)         2793.91   (f) ADJ UNCH    2 0
 GX0773
 GX0773.Superseded values are not recommended for survey control.
 GX0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0773.See file dsdata.txt to determine how the superseded data were derived.
 GX0773
 GX0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB040960(NAD 83)
 GX0773_MARKER: DB = BENCH MARK DISK
 GX0773_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0773_SP_SET: UNSPECIFIED ROCK
 GX0773_STAMPING: H 207 1961
 GX0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0773
 GX0773  HISTORY     - Date     Condition        Report By
 GX0773  HISTORY     - 1961     MONUMENTED       CGS
 GX0773  HISTORY     - 1980     GOOD             LOCSUR
 GX0773
 GX0773                          STATION DESCRIPTION
 GX0773
 GX0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0773'1.2 MI NE FROM LAYLAND.
 GX0773'ABOUT 1.2 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM A CONCRETE
 GX0773'BLOCK CHURCH AT LAYLAND, ABOUT 0.25 MILE NORTHEAST OF THE JUNCTION
 GX0773'OF COUNTY ROAD NO. 12 LEADING WEST, SET VERTICALLY IN THE
 GX0773'SOUTHWEST FACE OF A ROCK THAT IS 30 FEET LONG AND 7 FEET HIGH,
 GX0773'16 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET
 GX0773'SOUTHWEST OF THE HIGHEST POINT OF THE ROCK AND 2 FEET ABOVE THE
 GX0773'LEVEL OF THE HIGHWAY.
 GX0773
 GX0773                          STATION RECOVERY (1980)
 GX0773
 GX0773'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0806 ***********************************************************************
 GX0806  DESIGNATION -  H 208
 GX0806  PID         -  GX0806
 GX0806  STATE/COUNTY-  WV/SUMMERS
 GX0806  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0806
 GX0806                         *CURRENT SURVEY CONTROL
 GX0806  ___________________________________________________________________
 GX0806* NAD 83(1986)-  37 48 17.     (N)    080 49 35.     (W)     SCALED    
 GX0806* NAVD 88     -       464.668  (meters)    1524.50   (feet)  ADJUSTED  
 GX0806  ___________________________________________________________________
 GX0806  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0806  DYNAMIC HT  -         464.293 (meters)    1523.27  (feet)  COMP
 GX0806  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 GX0806
 GX0806  VERT ORDER  -  SECOND    CLASS 0
 GX0806
 GX0806.The horizontal coordinates were scaled from a topographic map and have
 GX0806.an estimated accuracy of +/- 6 seconds.
 GX0806
 GX0806.The orthometric height was determined by differential leveling
 GX0806.and adjusted by the National Geodetic Survey in June 1991..
 GX0806
 GX0806.The geoid height was determined by GEOID03.
 GX0806
 GX0806.The dynamic height is computed by dividing the NAVD 88
 GX0806.geopotential number by the normal gravity value computed on the
 GX0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0806.degrees latitude (g = 980.6199 gals.).
 GX0806
 GX0806.The modeled gravity was interpolated from observed gravity values.
 GX0806
 GX0806;                    North         East    Units  Estimated Accuracy
 GX0806;SPC WV S     -    89,330.      615,290.      MT  (+/- 180 meters Scaled)
 GX0806
 GX0806                          SUPERSEDED SURVEY CONTROL
 GX0806
 GX0806  NGVD 29 (??/??/92)  464.838  (m)         1525.06   (f) ADJ UNCH    2 0
 GX0806
 GX0806.Superseded values are not recommended for survey control.
 GX0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0806.See file dsdata.txt to determine how the superseded data were derived.
 GX0806
 GX0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB152841(NAD 83)
 GX0806_MARKER: DB = BENCH MARK DISK
 GX0806_SETTING: 66 = SET IN ROCK OUTCROP
 GX0806_SP_SET: ROCK CLIFF
 GX0806_STAMPING: H 208 1961
 GX0806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0806+STABILITY: POSITION/ELEVATION WELL
 GX0806
 GX0806  HISTORY     - Date     Condition        Report By
 GX0806  HISTORY     - 1961     MONUMENTED       CGS
 GX0806
 GX0806                          STATION DESCRIPTION
 GX0806
 GX0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0806'2.2 MI SW FROM ELTON.
 GX0806'ABOUT 2.25 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE CHURCH
 GX0806'OF CHRIST AT ELTON, ABOUT 5.2 MILES NORTHEAST ALONG STATE HIGHWAY
 GX0806'20 FROM THE CHESAPEAKE AND OHIO RAILWAY STATION AT SANDSTONE,
 GX0806'ABOUT 0.65 MILE SOUTHWEST OF THE GREEN SULPHUR SPRINGS GRADE
 GX0806'SCHOOL, ABOUT 50 YARDS EAST OF A PRIVATE DRIVE LEADING NORTH
 GX0806'TO A ONE STORY WHITE HOUSE, SET VERTICALLY IN THE SOUTH FACE OF
 GX0806'A ROCK CLIFF THAT IS ABOUT 50 FEET LONG AND 4 FEET HIGH, 54 FEET
 GX0806'NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET ABOVE THE
 GX0806'LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0833 ***********************************************************************
 GX0833  DESIGNATION -  H 209
 GX0833  PID         -  GX0833
 GX0833  STATE/COUNTY-  WV/GREENBRIER
 GX0833  USGS QUAD   -  RAINELLE (1976)
 GX0833
 GX0833                         *CURRENT SURVEY CONTROL
 GX0833  ___________________________________________________________________
 GX0833* NAD 83(1986)-  37 57 15.     (N)    080 47 43.     (W)     SCALED    
 GX0833* NAVD 88     -       736.032  (meters)    2414.80   (feet)  ADJUSTED  
 GX0833  ___________________________________________________________________
 GX0833  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX0833  DYNAMIC HT  -         735.414 (meters)    2412.77  (feet)  COMP
 GX0833  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 GX0833
 GX0833  VERT ORDER  -  SECOND    CLASS 0
 GX0833
 GX0833.The horizontal coordinates were scaled from a topographic map and have
 GX0833.an estimated accuracy of +/- 6 seconds.
 GX0833
 GX0833.The orthometric height was determined by differential leveling
 GX0833.and adjusted by the National Geodetic Survey in June 1991..
 GX0833
 GX0833.The geoid height was determined by GEOID03.
 GX0833
 GX0833.The dynamic height is computed by dividing the NAVD 88
 GX0833.geopotential number by the normal gravity value computed on the
 GX0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0833.degrees latitude (g = 980.6199 gals.).
 GX0833
 GX0833.The modeled gravity was interpolated from observed gravity values.
 GX0833
 GX0833;                    North         East    Units  Estimated Accuracy
 GX0833;SPC WV S     -   105,920.      617,990.      MT  (+/- 180 meters Scaled)
 GX0833
 GX0833                          SUPERSEDED SURVEY CONTROL
 GX0833
 GX0833  NGVD 29 (??/??/92)  736.171  (m)         2415.25   (f) ADJ UNCH    2 0
 GX0833
 GX0833.Superseded values are not recommended for survey control.
 GX0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0833.See file dsdata.txt to determine how the superseded data were derived.
 GX0833
 GX0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC179007(NAD 83)
 GX0833_MARKER: DB = BENCH MARK DISK
 GX0833_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0833_SP_SET: UNSPECIFIED ROCK
 GX0833_STAMPING: H 209 1961
 GX0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0833
 GX0833  HISTORY     - Date     Condition        Report By
 GX0833  HISTORY     - 1961     MONUMENTED       CGS
 GX0833
 GX0833                          STATION DESCRIPTION
 GX0833
 GX0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0833'1.4 MI SW FROM RAINELLE.
 GX0833'ABOUT 1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM ITS
 GX0833'JUNCTION WITH U.S. HIGHWAY 60 AT RAINELLE, AT A GROUP OF LARGE
 GX0833'ROCKS, NEAR THE SECOND CONCRETE BLOCK HOUSE FROM THE NORTH END
 GX0833'IN A ROW OF 4 HOUSES, SET ON TOP OF THE SOUTHWEST END OF A ROCK
 GX0833'THAT IS 15 FEET LONG AND 6 FEET WIDE, 60 FEET NORTHWEST OF THE
 GX0833'CENTER LINE OF THE HIGHWAY, 30 FEET EAST OF THE EAST CORNER OF
 GX0833'THE HOUSE, 3 1/2 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 GX0833'ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0478 ***********************************************************************
 JX0478  DESIGNATION -  H 21
 JX0478  PID         -  JX0478
 JX0478  STATE/COUNTY-  WV/MARSHALL
 JX0478  USGS QUAD   -  POWHATAN POINT (1984)
 JX0478
 JX0478                         *CURRENT SURVEY CONTROL
 JX0478  ___________________________________________________________________
 JX0478* NAD 83(1986)-  39 47 30.     (N)    080 49 35.     (W)     SCALED    
 JX0478* NAVD 88     -       194.790  (meters)     639.07   (feet)  ADJUSTED  
 JX0478  ___________________________________________________________________
 JX0478  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JX0478  DYNAMIC HT  -         194.680 (meters)     638.71  (feet)  COMP
 JX0478  MODELED GRAV-     980,058.3   (mgal)                       NAVD 88
 JX0478
 JX0478  VERT ORDER  -  FIRST     CLASS II
 JX0478
 JX0478.The horizontal coordinates were scaled from a topographic map and have
 JX0478.an estimated accuracy of +/- 6 seconds.
 JX0478
 JX0478.The orthometric height was determined by differential leveling
 JX0478.and adjusted by the National Geodetic Survey in June 1991..
 JX0478
 JX0478.The geoid height was determined by GEOID03.
 JX0478
 JX0478.The dynamic height is computed by dividing the NAVD 88
 JX0478.geopotential number by the normal gravity value computed on the
 JX0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0478.degrees latitude (g = 980.6199 gals.).
 JX0478
 JX0478.The modeled gravity was interpolated from observed gravity values.
 JX0478
 JX0478;                    North         East    Units  Estimated Accuracy
 JX0478;SPC WV N     -   144,240.      486,400.      MT  (+/- 180 meters Scaled)
 JX0478
 JX0478                          SUPERSEDED SURVEY CONTROL
 JX0478
 JX0478  NGVD 29 (??/??/92)  194.927  (m)          639.52   (f) ADJ UNCH    1 2
 JX0478
 JX0478.Superseded values are not recommended for survey control.
 JX0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0478.See file dsdata.txt to determine how the superseded data were derived.
 JX0478
 JX0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE148046(NAD 83)
 JX0478_MARKER: DB = BENCH MARK DISK
 JX0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0478_SP_SET: BRIDGE
 JX0478_STAMPING: H 21 1935
 JX0478_MARK LOGO: CGS   
 JX0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0478
 JX0478  HISTORY     - Date     Condition        Report By
 JX0478  HISTORY     - 1935     MONUMENTED       CGS
 JX0478  HISTORY     - 1957     GOOD             NGS
 JX0478  HISTORY     - 1983     GOOD             NGS
 JX0478
 JX0478                          STATION DESCRIPTION
 JX0478
 JX0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0478'2.5 MI NE FROM CLARINGTON.
 JX0478'ABOUT 2.5 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0478'FROM THE STATION AT CLARINGTON, NEAR MILEAGE POLE NO. 24+14, IN THE
 JX0478'TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF RAILROAD
 JX0478'BRIDGE NO. 244 OVER COON RUN, 7 FEET SOUTHEAST OF SOUTHEAST RAIL,
 JX0478'3 1/2 FEET NORTHWEST OF SOUTHWEST END OF ABUTMENT AND ABOUT 2
 JX0478'FEET BELOW LEVEL OF TRACK.
 JX0478
 JX0478                          STATION RECOVERY (1983)
 JX0478
 JX0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0478'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE EXCEPT
 JX0478'THAT THE BALTIMORE AND OHIO RAILROAD STATION HAS BEEN RAZED AND ONLY
 JX0478'THE FOUNDATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1273 ***********************************************************************
 HX1273  DESIGNATION -  H 210
 HX1273  PID         -  HX1273
 HX1273  STATE/COUNTY-  WV/GREENBRIER
 HX1273  USGS QUAD   -  QUINWOOD (1995)
 HX1273
 HX1273                         *CURRENT SURVEY CONTROL
 HX1273  ___________________________________________________________________
 HX1273* NAD 83(1986)-  38 00 06.     (N)    080 44 12.     (W)     SCALED    
 HX1273* NAVD 88     -       732.168  (meters)    2402.12   (feet)  ADJUSTED  
 HX1273  ___________________________________________________________________
 HX1273  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX1273  DYNAMIC HT  -         731.563 (meters)    2400.14  (feet)  COMP
 HX1273  MODELED GRAV-     979,779.1   (mgal)                       NAVD 88
 HX1273
 HX1273  VERT ORDER  -  SECOND    CLASS 0
 HX1273
 HX1273.The horizontal coordinates were scaled from a topographic map and have
 HX1273.an estimated accuracy of +/- 6 seconds.
 HX1273
 HX1273.The orthometric height was determined by differential leveling
 HX1273.and adjusted by the National Geodetic Survey in June 1991..
 HX1273
 HX1273.The geoid height was determined by GEOID03.
 HX1273
 HX1273.The dynamic height is computed by dividing the NAVD 88
 HX1273.geopotential number by the normal gravity value computed on the
 HX1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1273.degrees latitude (g = 980.6199 gals.).
 HX1273
 HX1273.The modeled gravity was interpolated from observed gravity values.
 HX1273
 HX1273;                    North         East    Units  Estimated Accuracy
 HX1273;SPC WV S     -   111,210.      623,130.      MT  (+/- 180 meters Scaled)
 HX1273
 HX1273                          SUPERSEDED SURVEY CONTROL
 HX1273
 HX1273  NGVD 29 (??/??/92)  732.310  (m)         2402.59   (f) ADJ UNCH    2 0
 HX1273
 HX1273.Superseded values are not recommended for survey control.
 HX1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1273.See file dsdata.txt to determine how the superseded data were derived.
 HX1273
 HX1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC231060(NAD 83)
 HX1273_MARKER: DB = BENCH MARK DISK
 HX1273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1273_SP_SET: ABUTMENT
 HX1273_STAMPING: H 210 1961
 HX1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1273
 HX1273  HISTORY     - Date     Condition        Report By
 HX1273  HISTORY     - 1961     MONUMENTED       CGS
 HX1273
 HX1273                          STATION DESCRIPTION
 HX1273
 HX1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1273'AT CHARMCO.
 HX1273'AT CHARMCO, ALONG U.S. HIGHWAY 60, ABOUT 60 YARDS SOUTH OF THE
 HX1273'JUNCTION OF STATE HIGHWAY 20, SET ON THE TOP OF THE EAST END OF
 HX1273'THE SOUTH CONCRETE ABUTMENT OF A 20-FOOT CONCRETE BRIDGE
 HX1273'OVER LAUREL CREEK, 17 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 HX1273'AND ABOUT LEVEL WITH THE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0859 ***********************************************************************
 GX0859  DESIGNATION -  H 211
 GX0859  PID         -  GX0859
 GX0859  STATE/COUNTY-  WV/SUMMERS
 GX0859  USGS QUAD   -  TALCOTT (1968)
 GX0859
 GX0859                         *CURRENT SURVEY CONTROL
 GX0859  ___________________________________________________________________
 GX0859* NAD 83(1986)-  37 44 11.     (N)    080 46 40.     (W)     SCALED    
 GX0859* NAVD 88     -       952.907  (meters)    3126.33   (feet)  ADJUSTED  
 GX0859  ___________________________________________________________________
 GX0859  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GX0859  DYNAMIC HT  -         952.086 (meters)    3123.64  (feet)  COMP
 GX0859  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 GX0859
 GX0859  VERT ORDER  -  SECOND    CLASS 0
 GX0859
 GX0859.The horizontal coordinates were scaled from a topographic map and have
 GX0859.an estimated accuracy of +/- 6 seconds.
 GX0859
 GX0859.The orthometric height was determined by differential leveling
 GX0859.and adjusted by the National Geodetic Survey in June 1991..
 GX0859
 GX0859.The geoid height was determined by GEOID03.
 GX0859
 GX0859.The dynamic height is computed by dividing the NAVD 88
 GX0859.geopotential number by the normal gravity value computed on the
 GX0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0859.degrees latitude (g = 980.6199 gals.).
 GX0859
 GX0859.The modeled gravity was interpolated from observed gravity values.
 GX0859
 GX0859;                    North         East    Units  Estimated Accuracy
 GX0859;SPC WV S     -    81,750.      619,590.      MT  (+/- 180 meters Scaled)
 GX0859
 GX0859                          SUPERSEDED SURVEY CONTROL
 GX0859
 GX0859  NGVD 29 (??/??/92)  953.057  (m)         3126.82   (f) ADJ UNCH    2 0
 GX0859
 GX0859.Superseded values are not recommended for survey control.
 GX0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0859.See file dsdata.txt to determine how the superseded data were derived.
 GX0859
 GX0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB195765(NAD 83)
 GX0859_MARKER: DB = BENCH MARK DISK
 GX0859_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0859_STAMPING: H 211 1961
 GX0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0859
 GX0859  HISTORY     - Date     Condition        Report By
 GX0859  HISTORY     - 1961     MONUMENTED       CGS
 GX0859
 GX0859                          STATION DESCRIPTION
 GX0859
 GX0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0859'11.2 MI W FROM ALDERSON.
 GX0859'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0859'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 8.35
 GX0859'MILES WEST ALONG A BLACK TOP AND GRADED ROAD, THENCE 0.5 MILE
 GX0859'WEST ALONG A NARROW-ROUGH MOUNTAIN ROAD, ON THE SOUTHEAST SLOPE
 GX0859'OF THE MOUNTAIN, 0.1 MILE NORTHEAST OF A FARMHOUSE ON TOP OF THE
 GX0859'MOUNTAIN, AT THE OUTSIDE OF A CURVE, SET VERTICALLY IN THE
 GX0859'SOUTHWEST FACE OF A 3 1/2 FEET HIGH AND LONG ROCK THAT IS PART
 GX0859'OF A 7 FOOT HIGH CUT, 12 FEET NORTHEAST OF THE CENTER LINE OF
 GX0859'THE ROAD AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0901 ***********************************************************************
 GX0901  DESIGNATION -  H 212
 GX0901  PID         -  GX0901
 GX0901  STATE/COUNTY-  WV/SUMMERS
 GX0901  USGS QUAD   -  DAWSON (1971)
 GX0901
 GX0901                         *CURRENT SURVEY CONTROL
 GX0901  ___________________________________________________________________
 GX0901* NAD 83(1986)-  37 47 04.     (N)    080 42 16.     (W)     SCALED    
 GX0901* NAVD 88     -       943.849  (meters)    3096.61   (feet)  ADJUSTED  
 GX0901  ___________________________________________________________________
 GX0901  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX0901  DYNAMIC HT  -         943.073 (meters)    3094.07  (feet)  COMP
 GX0901  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GX0901
 GX0901  VERT ORDER  -  SECOND    CLASS 0
 GX0901
 GX0901.The horizontal coordinates were scaled from a topographic map and have
 GX0901.an estimated accuracy of +/- 6 seconds.
 GX0901
 GX0901.The orthometric height was determined by differential leveling
 GX0901.and adjusted by the National Geodetic Survey in June 1991..
 GX0901
 GX0901.The geoid height was determined by GEOID03.
 GX0901
 GX0901.The dynamic height is computed by dividing the NAVD 88
 GX0901.geopotential number by the normal gravity value computed on the
 GX0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0901.degrees latitude (g = 980.6199 gals.).
 GX0901
 GX0901.The modeled gravity was interpolated from observed gravity values.
 GX0901
 GX0901;                    North         East    Units  Estimated Accuracy
 GX0901;SPC WV S     -    87,110.      626,030.      MT  (+/- 180 meters Scaled)
 GX0901
 GX0901                          SUPERSEDED SURVEY CONTROL
 GX0901
 GX0901  NGVD 29 (??/??/92)  944.027  (m)         3097.20   (f) ADJ UNCH    2 0
 GX0901
 GX0901.Superseded values are not recommended for survey control.
 GX0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0901.See file dsdata.txt to determine how the superseded data were derived.
 GX0901
 GX0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB260819(NAD 83)
 GX0901_MARKER: DB = BENCH MARK DISK
 GX0901_SETTING: 66 = SET IN ROCK OUTCROP
 GX0901_SP_SET: ROCK LEDGE
 GX0901_STAMPING: H 212 1961
 GX0901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0901+STABILITY: POSITION/ELEVATION WELL
 GX0901
 GX0901  HISTORY     - Date     Condition        Report By
 GX0901  HISTORY     - 1961     MONUMENTED       CGS
 GX0901
 GX0901                          STATION DESCRIPTION
 GX0901
 GX0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0901'4.2 MI SE FROM GRASSY MEADOWS.
 GX0901'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 GX0901'OFFICE AT GRASSY MEADOWS, THENCE 2.85 MILES SOUTH ALONG A
 GX0901'ROUGH GRADED ROAD, ON THE SOUTHWEST SLOPE OF A STEEP HILL, ABOUT
 GX0901'15 YARDS NORTHEAST OF A SMALL STREAM CROSSING THE ROAD, SET ON
 GX0901'TOP AND AT THE SOUTH CORNER OF A ROCK LEDGE THAT IS ABOUT 12
 GX0901'FEET LONG AND 2 FEET HIGH, 12 FEET NORTHWEST OF THE CENTER LINE
 GX0901'OF THE ROAD, 1 FOOT NORTH OF THE SOUTH CORNER OF THE ROCK AND
 GX0901'3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0983 ***********************************************************************
 GX0983  DESIGNATION -  H 213
 GX0983  PID         -  GX0983
 GX0983  STATE/COUNTY-  WV/FAYETTE
 GX0983  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0983
 GX0983                         *CURRENT SURVEY CONTROL
 GX0983  ___________________________________________________________________
 GX0983* NAD 83(1986)-  37 52 10.     (N)    080 47 01.     (W)     SCALED    
 GX0983* NAVD 88     -       831.983  (meters)    2729.60   (feet)  ADJUSTED  
 GX0983  ___________________________________________________________________
 GX0983  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX0983  DYNAMIC HT  -         831.284 (meters)    2727.30  (feet)  COMP
 GX0983  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 GX0983
 GX0983  VERT ORDER  -  SECOND    CLASS 0
 GX0983
 GX0983.The horizontal coordinates were scaled from a topographic map and have
 GX0983.an estimated accuracy of +/- 6 seconds.
 GX0983
 GX0983.The orthometric height was determined by differential leveling
 GX0983.and adjusted by the National Geodetic Survey in June 1991..
 GX0983
 GX0983.The geoid height was determined by GEOID03.
 GX0983
 GX0983.The dynamic height is computed by dividing the NAVD 88
 GX0983.geopotential number by the normal gravity value computed on the
 GX0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0983.degrees latitude (g = 980.6199 gals.).
 GX0983
 GX0983.The modeled gravity was interpolated from observed gravity values.
 GX0983
 GX0983;                    North         East    Units  Estimated Accuracy
 GX0983;SPC WV S     -    96,520.      619,040.      MT  (+/- 180 meters Scaled)
 GX0983
 GX0983                          SUPERSEDED SURVEY CONTROL
 GX0983
 GX0983  NGVD 29 (??/??/92)  832.131  (m)         2730.08   (f) ADJ UNCH    2 0
 GX0983
 GX0983.Superseded values are not recommended for survey control.
 GX0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0983.See file dsdata.txt to determine how the superseded data were derived.
 GX0983
 GX0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB190913(NAD 83)
 GX0983_MARKER: DB = BENCH MARK DISK
 GX0983_SETTING: 66 = SET IN ROCK OUTCROP
 GX0983_SP_SET: ROCK CUT
 GX0983_STAMPING: H 213 1961
 GX0983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0983+STABILITY: POSITION/ELEVATION WELL
 GX0983
 GX0983  HISTORY     - Date     Condition        Report By
 GX0983  HISTORY     - 1961     MONUMENTED       CGS
 GX0983
 GX0983                          STATION DESCRIPTION
 GX0983
 GX0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0983'1.7 MI E FROM SPRINGDALE.
 GX0983'ABOUT 1.7 MILES EAST ALONG A BLACK TOP ROAD FROM ITS JUNCTION
 GX0983'WITH STATE HIGHWAY 20 AT SPRINGDALE, ON THE SOUTHEAST SLOPE OF
 GX0983'A MOUNTAIN, AT THE INSIDE OF A CURVE, SET VERTICALLY IN THE
 GX0983'SOUTHWEST FACE OF A LARGE ROCK CUT, 17 FEET NORTHEAST OF THE
 GX0983'CENTER LINE OF THE ROAD, 45 FEET SOUTHEAST OF THE NORTHWEST END OF
 GX0983'THE ROCK, 7 FEET EAST OF THE NORTHEAST END OF A 24-INCH PIPE
 GX0983'CULVERT UNDER THE ROAD, 3 FEET ABOVE THE LEVEL OF THE ROAD AND 4
 GX0983'FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0917 ***********************************************************************
 GX0917  DESIGNATION -  H 214
 GX0917  PID         -  GX0917
 GX0917  STATE/COUNTY-  WV/GREENBRIER
 GX0917  USGS QUAD   -  RUPERT (1981)
 GX0917
 GX0917                         *CURRENT SURVEY CONTROL
 GX0917  ___________________________________________________________________
 GX0917* NAD 83(1986)-  37 53 35.     (N)    080 43 03.     (W)     SCALED    
 GX0917* NAVD 88     -       795.053  (meters)    2608.44   (feet)  ADJUSTED  
 GX0917  ___________________________________________________________________
 GX0917  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX0917  DYNAMIC HT  -         794.385 (meters)    2606.24  (feet)  COMP
 GX0917  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 GX0917
 GX0917  VERT ORDER  -  SECOND    CLASS 0
 GX0917
 GX0917.The horizontal coordinates were scaled from a topographic map and have
 GX0917.an estimated accuracy of +/- 6 seconds.
 GX0917
 GX0917.The orthometric height was determined by differential leveling
 GX0917.and adjusted by the National Geodetic Survey in June 1991..
 GX0917
 GX0917.The geoid height was determined by GEOID03.
 GX0917
 GX0917.The dynamic height is computed by dividing the NAVD 88
 GX0917.geopotential number by the normal gravity value computed on the
 GX0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0917.degrees latitude (g = 980.6199 gals.).
 GX0917
 GX0917.The modeled gravity was interpolated from observed gravity values.
 GX0917
 GX0917;                    North         East    Units  Estimated Accuracy
 GX0917;SPC WV S     -    99,160.      624,850.      MT  (+/- 180 meters Scaled)
 GX0917
 GX0917                          SUPERSEDED SURVEY CONTROL
 GX0917
 GX0917  NGVD 29 (??/??/92)  795.199  (m)         2608.92   (f) ADJ UNCH    2 0
 GX0917
 GX0917.Superseded values are not recommended for survey control.
 GX0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0917.See file dsdata.txt to determine how the superseded data were derived.
 GX0917
 GX0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB248939(NAD 83)
 GX0917_MARKER: DB = BENCH MARK DISK
 GX0917_SETTING: 66 = SET IN ROCK OUTCROP
 GX0917_SP_SET: ROCK CUT
 GX0917_STAMPING: H 214 1961
 GX0917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0917+STABILITY: POSITION/ELEVATION WELL
 GX0917
 GX0917  HISTORY     - Date     Condition        Report By
 GX0917  HISTORY     - 1961     MONUMENTED       CGS
 GX0917
 GX0917                          STATION DESCRIPTION
 GX0917
 GX0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0917'3.6 MI NW FROM DAWSON.
 GX0917'ABOUT 1.45 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM A T
 GX0917'ROAD JUNCTION AT DAWSON, THENCE 2.1 MILES NORTH ALONG A BLACK
 GX0917'TOP ROAD, 0.4 MILE NORTH OF THE JUNCTION OF A ROAD LEADING
 GX0917'WEST, ON THE SOUTH SLOPE OF A HILL, AT THE INSIDE OF A CURVE,
 GX0917'SET ON THE TOP OF A TRIANGULAR SHAPED ROCK THAT IS AT THE BASE
 GX0917'OF A ROCK CUT THAT IS 12 FEET LONG AND 4 FEET HIGH, 13 FEET EAST
 GX0917'OF THE CENTER LINE OF THE ROAD AND 1 1/2 FEET ABOVE THE LEVEL
 GX0917'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1331 ***********************************************************************
 HX1331  DESIGNATION -  H 215
 HX1331  PID         -  HX1331
 HX1331  STATE/COUNTY-  WV/GREENBRIER
 HX1331  USGS QUAD   -  DUO (1995)
 HX1331
 HX1331                         *CURRENT SURVEY CONTROL
 HX1331  ___________________________________________________________________
 HX1331* NAD 83(1986)-  38 02 37.     (N)    080 37 06.     (W)     SCALED    
 HX1331* NAVD 88     -       896.202  (meters)    2940.29   (feet)  ADJUSTED  
 HX1331  ___________________________________________________________________
 HX1331  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HX1331  DYNAMIC HT  -         895.433 (meters)    2937.77  (feet)  COMP
 HX1331  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 HX1331
 HX1331  VERT ORDER  -  SECOND    CLASS 0
 HX1331
 HX1331.The horizontal coordinates were scaled from a topographic map and have
 HX1331.an estimated accuracy of +/- 6 seconds.
 HX1331
 HX1331.The orthometric height was determined by differential leveling
 HX1331.and adjusted by the National Geodetic Survey in June 1991..
 HX1331
 HX1331.The geoid height was determined by GEOID03.
 HX1331
 HX1331.The dynamic height is computed by dividing the NAVD 88
 HX1331.geopotential number by the normal gravity value computed on the
 HX1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1331.degrees latitude (g = 980.6199 gals.).
 HX1331
 HX1331.The modeled gravity was interpolated from observed gravity values.
 HX1331
 HX1331;                    North         East    Units  Estimated Accuracy
 HX1331;SPC WV S     -   115,900.      633,500.      MT  (+/- 180 meters Scaled)
 HX1331
 HX1331                          SUPERSEDED SURVEY CONTROL
 HX1331
 HX1331  NGVD 29 (??/??/92)  896.317  (m)         2940.67   (f) ADJ UNCH    2 0
 HX1331
 HX1331.Superseded values are not recommended for survey control.
 HX1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1331.See file dsdata.txt to determine how the superseded data were derived.
 HX1331
 HX1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC334107(NAD 83)
 HX1331_MARKER: DB = BENCH MARK DISK
 HX1331_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1331_SP_SET: UNSPECIFIED ROCK
 HX1331_STAMPING: H 215 1961
 HX1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1331
 HX1331  HISTORY     - Date     Condition        Report By
 HX1331  HISTORY     - 1961     MONUMENTED       CGS
 HX1331
 HX1331                          STATION DESCRIPTION
 HX1331
 HX1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1331'7.6 MI N FROM RUPERT.
 HX1331'ABOUT 7.6 MILES NORTH ALONG A BLACK TOP ROAD FROM THE HIGH
 HX1331'SCHOOL BUILDING AT RUPERT, ABOUT 0.9 MILE NORTHEAST OF THE
 HX1331'CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY, SET ON THE TOP OF
 HX1331'THE SOUTHWEST EDGE OF A FLAT ROCK THAT IS 12 FEET LONG AND 4
 HX1331'FEET WIDE, THE ROCK REACHES FROM THE ROAD DITCH TO THE NORTHWEST
 HX1331'BANK OF CLEAR CREEK, 21 FEET SOUTHEAST OF THE CENTER LINE OF
 HX1331'THE ROAD, 6 FEET SOUTHEAST OF THE NORTHWEST END OF THE ROCK AND
 HX1331'4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1000 ***********************************************************************
 GX1000  DESIGNATION -  H 216
 GX1000  PID         -  GX1000
 GX1000  STATE/COUNTY-  WV/GREENBRIER
 GX1000  USGS QUAD   -  ALDERSON (1976)
 GX1000
 GX1000                         *CURRENT SURVEY CONTROL
 GX1000  ___________________________________________________________________
 GX1000* NAD 83(1986)-  37 43 31.     (N)    080 38 02.     (W)     SCALED    
 GX1000* NAVD 88     -       472.181  (meters)    1549.15   (feet)  ADJUSTED  
 GX1000  ___________________________________________________________________
 GX1000  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX1000  DYNAMIC HT  -         471.797 (meters)    1547.89  (feet)  COMP
 GX1000  MODELED GRAV-     979,801.8   (mgal)                       NAVD 88
 GX1000
 GX1000  VERT ORDER  -  SECOND    CLASS 0
 GX1000
 GX1000.The horizontal coordinates were scaled from a topographic map and have
 GX1000.an estimated accuracy of +/- 6 seconds.
 GX1000
 GX1000.The orthometric height was determined by differential leveling
 GX1000.and adjusted by the National Geodetic Survey in June 1991..
 GX1000
 GX1000.The geoid height was determined by GEOID03.
 GX1000
 GX1000.The dynamic height is computed by dividing the NAVD 88
 GX1000.geopotential number by the normal gravity value computed on the
 GX1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1000.degrees latitude (g = 980.6199 gals.).
 GX1000
 GX1000.The modeled gravity was interpolated from observed gravity values.
 GX1000
 GX1000;                    North         East    Units  Estimated Accuracy
 GX1000;SPC WV S     -    80,560.      632,280.      MT  (+/- 180 meters Scaled)
 GX1000
 GX1000                          SUPERSEDED SURVEY CONTROL
 GX1000
 GX1000  NGVD 29 (??/??/92)  472.351  (m)         1549.70   (f) ADJ UNCH    2 0
 GX1000
 GX1000.Superseded values are not recommended for survey control.
 GX1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1000.See file dsdata.txt to determine how the superseded data were derived.
 GX1000
 GX1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB322753(NAD 83)
 GX1000_MARKER: DB = BENCH MARK DISK
 GX1000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1000_SP_SET: CULVERT
 GX1000_STAMPING: H 216 1961
 GX1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1000
 GX1000  HISTORY     - Date     Condition        Report By
 GX1000  HISTORY     - 1961     MONUMENTED       CGS
 GX1000  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX1000
 GX1000                          STATION DESCRIPTION
 GX1000
 GX1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1000'0.6 MI E FROM ALDERSON.
 GX1000'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 12 FROM THE NORTH END
 GX1000'OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, AT THE JUNCTION OF
 GX1000'STATE HIGHWAY 63, ALSO NEAR THE JUNCTION OF A BLACK TOP STREET
 GX1000'LEADING NORTHWEST, SET ON THE TOP OF THE SOUTHWEST END OF A
 GX1000'V SHAPED CONCRETE HEADWALL OF TWO 24 INCH PIPE CULVERTS (ONE
 GX1000'UNDER THE HIGHWAY AND ONE UNDER THE STREET LEADING NORTHWEST),
 GX1000'16 1/2 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 12,
 GX1000'15 FEET SOUTHWEST OF THE CENTER LINE OF THE STREET, 1 FOOT
 GX1000'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL AND 1 FOOT BELOW
 GX1000'THE LEVEL OF THE HIGHWAY.
 GX1000
 GX1000                          STATION RECOVERY (1983)
 GX1000
 GX1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX1000'NOT RECOVERED, THE CULVERT IS NOW ONLY A PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1033 ***********************************************************************
 GX1033  DESIGNATION -  H 217
 GX1033  PID         -  GX1033
 GX1033  STATE/COUNTY-  WV/GREENBRIER
 GX1033  USGS QUAD   -  DAWSON (1971)
 GX1033
 GX1033                         *CURRENT SURVEY CONTROL
 GX1033  ___________________________________________________________________
 GX1033* NAD 83(1986)-  37 50 07.     (N)    080 40 35.     (W)     SCALED    
 GX1033* NAVD 88     -       792.837  (meters)    2601.17   (feet)  ADJUSTED  
 GX1033  ___________________________________________________________________
 GX1033  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX1033  DYNAMIC HT  -         792.172 (meters)    2598.98  (feet)  COMP
 GX1033  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 GX1033
 GX1033  VERT ORDER  -  SECOND    CLASS 0
 GX1033
 GX1033.The horizontal coordinates were scaled from a topographic map and have
 GX1033.an estimated accuracy of +/- 6 seconds.
 GX1033
 GX1033.The orthometric height was determined by differential leveling
 GX1033.and adjusted by the National Geodetic Survey in June 1991..
 GX1033
 GX1033.The geoid height was determined by GEOID03.
 GX1033
 GX1033.The dynamic height is computed by dividing the NAVD 88
 GX1033.geopotential number by the normal gravity value computed on the
 GX1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1033.degrees latitude (g = 980.6199 gals.).
 GX1033
 GX1033.The modeled gravity was interpolated from observed gravity values.
 GX1033
 GX1033;                    North         East    Units  Estimated Accuracy
 GX1033;SPC WV S     -    92,760.      628,490.      MT  (+/- 180 meters Scaled)
 GX1033
 GX1033                          SUPERSEDED SURVEY CONTROL
 GX1033
 GX1033  NGVD 29 (??/??/92)  792.991  (m)         2601.67   (f) ADJ UNCH    2 0
 GX1033
 GX1033.Superseded values are not recommended for survey control.
 GX1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1033.See file dsdata.txt to determine how the superseded data were derived.
 GX1033
 GX1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB284875(NAD 83)
 GX1033_MARKER: DB = BENCH MARK DISK
 GX1033_SETTING: 66 = SET IN ROCK OUTCROP
 GX1033_SP_SET: ROCK CUT
 GX1033_STAMPING: H 217 1961
 GX1033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1033+STABILITY: POSITION/ELEVATION WELL
 GX1033
 GX1033  HISTORY     - Date     Condition        Report By
 GX1033  HISTORY     - 1961     MONUMENTED       CGS
 GX1033
 GX1033                          STATION DESCRIPTION
 GX1033
 GX1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1033'3.5 MI SE FROM DAWSON.
 GX1033'ABOUT 1.4 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM A T ROAD
 GX1033'JUNCTION AT DAWSON, THENCE 2.1 MILES EASTERLY ALONG A ROUGH
 GX1033'GRADED MOUNTAIN ROAD, 0.1 MILE NORTHWEST OF THE HICKORY GROVE
 GX1033'CHURCH AND A CROSS ROAD, AT THE INSIDE OF A CURVE, SET VERTICALLY
 GX1033'IN THE EAST FACE OF A ROCK THAT IS 6 FEET LONG AND 3 FEET HIGH AND
 GX1033'IS PART OF A 15 FOOT HIGH CUT, 18 FEET SOUTHWEST OF THE CENTER
 GX1033'LINE OF THE ROAD, 2 FEET SOUTH OF THE NORTH CORNER OF THE ROCK
 GX1033'AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1981 ***********************************************************************
 HX1981  DESIGNATION -  H 218
 HX1981  PID         -  HX1981
 HX1981  STATE/COUNTY-  WV/FAYETTE
 HX1981  USGS QUAD   -  ANSTED (1976)
 HX1981
 HX1981                         *CURRENT SURVEY CONTROL
 HX1981  ___________________________________________________________________
 HX1981* NAD 83(1986)-  38 11 05.     (N)    081 06 08.     (W)     SCALED    
 HX1981* NAVD 88     -       348.927  (meters)    1144.77   (feet)  ADJUSTED  
 HX1981  ___________________________________________________________________
 HX1981  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HX1981  DYNAMIC HT  -         348.674 (meters)    1143.94  (feet)  COMP
 HX1981  MODELED GRAV-     979,892.9   (mgal)                       NAVD 88
 HX1981
 HX1981  VERT ORDER  -  SECOND    CLASS 0
 HX1981
 HX1981.The horizontal coordinates were scaled from a topographic map and have
 HX1981.an estimated accuracy of +/- 6 seconds.
 HX1981
 HX1981.The orthometric height was determined by differential leveling
 HX1981.and adjusted by the National Geodetic Survey in June 1991..
 HX1981
 HX1981.The geoid height was determined by GEOID03.
 HX1981
 HX1981.The dynamic height is computed by dividing the NAVD 88
 HX1981.geopotential number by the normal gravity value computed on the
 HX1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1981.degrees latitude (g = 980.6199 gals.).
 HX1981
 HX1981.The modeled gravity was interpolated from observed gravity values.
 HX1981
 HX1981;                    North         East    Units  Estimated Accuracy
 HX1981;SPC WV S     -   131,500.      591,050.      MT  (+/- 180 meters Scaled)
 HX1981
 HX1981                          SUPERSEDED SURVEY CONTROL
 HX1981
 HX1981  NGVD 29 (??/??/92)  349.107  (m)         1145.36   (f) ADJ UNCH    2 0
 HX1981
 HX1981.Superseded values are not recommended for survey control.
 HX1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1981.See file dsdata.txt to determine how the superseded data were derived.
 HX1981
 HX1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC910263(NAD 83)
 HX1981_MARKER: DB = BENCH MARK DISK
 HX1981_SETTING: 66 = SET IN ROCK OUTCROP
 HX1981_SP_SET: ROCK CUT
 HX1981_STAMPING: H 218 1961
 HX1981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1981+STABILITY: POSITION/ELEVATION WELL
 HX1981
 HX1981  HISTORY     - Date     Condition        Report By
 HX1981  HISTORY     - 1961     MONUMENTED       CGS
 HX1981
 HX1981                          STATION DESCRIPTION
 HX1981
 HX1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1981'4.9 MI SE FROM BEECH GLEN.
 HX1981'ABOUT 4.9 MILES SOUTHEAST ALONG A BLACK TOP AND GRADED ROAD FROM
 HX1981'THE SOUTHWEST END OF THE CHESAPEAKE AND OHIO RAILWAY BRIDGE OVER
 HX1981'GAULEY RIVER AT BEECH GLEN, ABOUT 0.3 MILE NORTH OF A ROAD JUNCTION
 HX1981'IN THE SMALL VILLAGE OF ROMONT, 47 YARDS SOUTHWEST OF THE SOUTHWEST
 HX1981'CORNER OF A TWO-STORIED FRAME HOUSE OWNED BY MR. W, M SKAGGS,
 HX1981'SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK CUT THAT IS ALONG
 HX1981'THE SOUTHWEST EDGE OF RICH CREEK, 50 FEET SOUTHWEST AND ACROSS THE
 HX1981'CREEK FROM THE CENTER LINE OF THE ROAD, 18 FEET SOUTHWEST OF THE
 HX1981'APPROXIMATE CENTER OF RICH CREEK AND 3 1/2 FEET ABOVE THE LEVEL
 HX1981'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2006 ***********************************************************************
 HX2006  DESIGNATION -  H 219 RESET 1970
 HX2006  PID         -  HX2006
 HX2006  STATE/COUNTY-  WV/FAYETTE
 HX2006  USGS QUAD   -  FAYETTEVILLE (1976)
 HX2006
 HX2006                         *CURRENT SURVEY CONTROL
 HX2006  ___________________________________________________________________
 HX2006* NAD 83(1986)-  38 07 16.     (N)    081 00 29.     (W)     SCALED    
 HX2006* NAVD 88     -       630.98   (+/-2cm)    2070.1    (feet)  VERTCON   
 HX2006  ___________________________________________________________________
 HX2006  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HX2006
 HX2006  VERT ORDER  -  THIRD (See Below)
 HX2006
 HX2006.The horizontal coordinates were scaled from a topographic map and have
 HX2006.an estimated accuracy of +/- 6 seconds.
 HX2006
 HX2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2006.The vertical order pertains to the NGVD 29 superseded value.
 HX2006
 HX2006.The geoid height was determined by GEOID03.
 HX2006
 HX2006;                    North         East    Units  Estimated Accuracy
 HX2006;SPC WV S     -   124,430.      599,290.      MT  (+/- 180 meters Scaled)
 HX2006
 HX2006                          SUPERSEDED SURVEY CONTROL
 HX2006
 HX2006  NGVD 29 (09/25/03)  631.15   (m)         2070.7    (f) RESET       3  
 HX2006
 HX2006.Superseded values are not recommended for survey control.
 HX2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2006.See file dsdata.txt to determine how the superseded data were derived.
 HX2006
 HX2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC992192(NAD 83)
 HX2006_MARKER: DB = BENCH MARK DISK
 HX2006_SETTING: 66 = SET IN ROCK OUTCROP
 HX2006_SP_SET: ROCK CUT
 HX2006_STAMPING: H 219 RESET 1970
 HX2006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2006+STABILITY: POSITION/ELEVATION WELL
 HX2006
 HX2006  HISTORY     - Date     Condition        Report By
 HX2006  HISTORY     - 1970     MONUMENTED       NGS
 HX2006
 HX2006                          STATION DESCRIPTION
 HX2006
 HX2006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HX2006'5.2 MI NW FROM LOOKOUT.
 HX2006'ABOUT 5.25 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL
 HX2006'HIGH SCHOOL AT LOOKOUT, ABOUT 5.70 MILES SOUTHEAST ALONG U.S.
 HX2006'HIGHWAY 60 FROM THE ANSTED HIGH SCHOOL AT ANSTED, 368 FEET
 HX2006'WEST OF L.S.R. 60/10 KNOWN AS SUNDAY ROAD INTERSECTION, 2300
 HX2006'FEET WEST OF NEW LOCATION OF U.S. HIGHWAY 60 AND NEW LOCATION
 HX2006'OF A.P.D. 482 AND SET VERTICALLY IN THE WEST FACE OF A ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1966 ***********************************************************************
 HX1966  DESIGNATION -  H 220
 HX1966  PID         -  HX1966
 HX1966  STATE/COUNTY-  WV/FAYETTE
 HX1966  USGS QUAD   -  ANSTED (1976)
 HX1966
 HX1966                         *CURRENT SURVEY CONTROL
 HX1966  ___________________________________________________________________
 HX1966* NAD 83(1986)-  38 11 05.     (N)    081 01 32.     (W)     SCALED    
 HX1966* NAVD 88     -       428.812  (meters)    1406.86   (feet)  ADJUSTED  
 HX1966  ___________________________________________________________________
 HX1966  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HX1966  DYNAMIC HT  -         428.493 (meters)    1405.81  (feet)  COMP
 HX1966  MODELED GRAV-     979,870.9   (mgal)                       NAVD 88
 HX1966
 HX1966  VERT ORDER  -  SECOND    CLASS 0
 HX1966
 HX1966.The horizontal coordinates were scaled from a topographic map and have
 HX1966.an estimated accuracy of +/- 6 seconds.
 HX1966
 HX1966.The orthometric height was determined by differential leveling
 HX1966.and adjusted by the National Geodetic Survey in June 1991..
 HX1966
 HX1966.The geoid height was determined by GEOID03.
 HX1966
 HX1966.The dynamic height is computed by dividing the NAVD 88
 HX1966.geopotential number by the normal gravity value computed on the
 HX1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1966.degrees latitude (g = 980.6199 gals.).
 HX1966
 HX1966.The modeled gravity was interpolated from observed gravity values.
 HX1966
 HX1966;                    North         East    Units  Estimated Accuracy
 HX1966;SPC WV S     -   131,490.      597,760.      MT  (+/- 180 meters Scaled)
 HX1966
 HX1966                          SUPERSEDED SURVEY CONTROL
 HX1966
 HX1966  NGVD 29 (??/??/92)  428.988  (m)         1407.44   (f) ADJ UNCH    2 0
 HX1966
 HX1966.Superseded values are not recommended for survey control.
 HX1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1966.See file dsdata.txt to determine how the superseded data were derived.
 HX1966
 HX1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC977263(NAD 83)
 HX1966_MARKER: DB = BENCH MARK DISK
 HX1966_SETTING: 66 = SET IN ROCK OUTCROP
 HX1966_SP_SET: ROCK CUT
 HX1966_STAMPING: H220 1961
 HX1966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1966+STABILITY: POSITION/ELEVATION WELL
 HX1966
 HX1966  HISTORY     - Date     Condition        Report By
 HX1966  HISTORY     - 1961     MONUMENTED       CGS
 HX1966
 HX1966                          STATION DESCRIPTION
 HX1966
 HX1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1966'7.8 MI NE FROM ANSTED.
 HX1966'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1966'HIGH SCHOOL AT ANSTED, THENCE 6.4 MILES NORTHEAST ALONG A BLACK
 HX1966'TOP ROAD, NEAR THE JUNCTION OF A GRADED ROAD LEADING NORTHWEST
 HX1966'ALONG LAUREL CREEK, (HORSE SHOE ROAD), SET VERTICALLY IN THE NORTH
 HX1966'FACE OF A ROCK AT A SMALL CUT, 11 FEET SOUTH OF THE CENTER LINE
 HX1966'OF THE BLACK TOP ROAD, 219 FEET EAST-SOUTHEAST OF THE JUNCTION OF
 HX1966'THE BLACK TOP ROAD AND GRADED ROAD LEADING NORTHWEST, 54 FEET
 HX1966'SOUTHEAST OF TELEPHONE POLE NO. 63131, 3 FEET ABOVE THE LEVEL OF THE
 HX1966'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1165 ***********************************************************************
 HX1165  DESIGNATION -  H 221
 HX1165  PID         -  HX1165
 HX1165  STATE/COUNTY-  WV/NICHOLAS
 HX1165  USGS QUAD   -  MOUNT NEBO (1976)
 HX1165
 HX1165                         *CURRENT SURVEY CONTROL
 HX1165  ___________________________________________________________________
 HX1165* NAD 83(1986)-  38 10 45.     (N)    080 51 57.     (W)     SCALED    
 HX1165* NAVD 88     -       567.321  (meters)    1861.29   (feet)  ADJUSTED  
 HX1165  ___________________________________________________________________
 HX1165  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HX1165  DYNAMIC HT  -         566.881 (meters)    1859.84  (feet)  COMP
 HX1165  MODELED GRAV-     979,836.3   (mgal)                       NAVD 88
 HX1165
 HX1165  VERT ORDER  -  SECOND    CLASS 0
 HX1165
 HX1165.The horizontal coordinates were scaled from a topographic map and have
 HX1165.an estimated accuracy of +/- 6 seconds.
 HX1165
 HX1165.The orthometric height was determined by differential leveling
 HX1165.and adjusted by the National Geodetic Survey in June 1991..
 HX1165
 HX1165.The geoid height was determined by GEOID03.
 HX1165
 HX1165.The dynamic height is computed by dividing the NAVD 88
 HX1165.geopotential number by the normal gravity value computed on the
 HX1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1165.degrees latitude (g = 980.6199 gals.).
 HX1165
 HX1165.The modeled gravity was interpolated from observed gravity values.
 HX1165
 HX1165;                    North         East    Units  Estimated Accuracy
 HX1165;SPC WV S     -   130,880.      611,760.      MT  (+/- 180 meters Scaled)
 HX1165
 HX1165                          SUPERSEDED SURVEY CONTROL
 HX1165
 HX1165  NGVD 29 (??/??/92)  567.483  (m)         1861.82   (f) ADJ UNCH    2 0
 HX1165
 HX1165.Superseded values are not recommended for survey control.
 HX1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1165.See file dsdata.txt to determine how the superseded data were derived.
 HX1165
 HX1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC117257(NAD 83)
 HX1165_MARKER: DB = BENCH MARK DISK
 HX1165_SETTING: 66 = SET IN ROCK OUTCROP
 HX1165_SP_SET: ROCK CUT
 HX1165_STAMPING: H 221 1961
 HX1165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1165+STABILITY: POSITION/ELEVATION WELL
 HX1165
 HX1165  HISTORY     - Date     Condition        Report By
 HX1165  HISTORY     - 1961     MONUMENTED       CGS
 HX1165
 HX1165                          STATION DESCRIPTION
 HX1165
 HX1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1165'6.5 MI N FROM NALLEN.
 HX1165'ABOUT 6.5 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE CENTER OF
 HX1165'THE BRIDGE OVER MEADOW RIVER AT NALLEN, ABOUT 72 YARDS NORTHEAST
 HX1165'OF THE CENTER OF THE JUNCTION OF A WOODS ROAD LEADING SOUTH,
 HX1165'SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK CUT THAT IS ABOUT
 HX1165'75 YARDS LONG, 16 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX1165'HIGHWAY, 52 FEET SOUTHWEST OF THE NORTHEAST END OF THE CUT AND
 HX1165'4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0726 ***********************************************************************
 JX0726  DESIGNATION -  H 222
 JX0726  PID         -  JX0726
 JX0726  STATE/COUNTY-  WV/MARSHALL
 JX0726  USGS QUAD   -  CAMERON (1988)
 JX0726
 JX0726                         *CURRENT SURVEY CONTROL
 JX0726  ___________________________________________________________________
 JX0726* NAD 83(1986)-  39 50 05.     (N)    080 35 59.     (W)     SCALED    
 JX0726* NAVD 88     -       304.894  (meters)    1000.31   (feet)  ADJUSTED  
 JX0726  ___________________________________________________________________
 JX0726  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JX0726  DYNAMIC HT  -         304.718 (meters)     999.73  (feet)  COMP
 JX0726  MODELED GRAV-     980,038.1   (mgal)                       NAVD 88
 JX0726
 JX0726  VERT ORDER  -  FIRST     CLASS II
 JX0726
 JX0726.The horizontal coordinates were scaled from a topographic map and have
 JX0726.an estimated accuracy of +/- 6 seconds.
 JX0726
 JX0726.The orthometric height was determined by differential leveling
 JX0726.and adjusted by the National Geodetic Survey in June 1991..
 JX0726
 JX0726.The geoid height was determined by GEOID03.
 JX0726
 JX0726.The dynamic height is computed by dividing the NAVD 88
 JX0726.geopotential number by the normal gravity value computed on the
 JX0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0726.degrees latitude (g = 980.6199 gals.).
 JX0726
 JX0726.The modeled gravity was interpolated from observed gravity values.
 JX0726
 JX0726;                    North         East    Units  Estimated Accuracy
 JX0726;SPC WV N     -   148,750.      505,870.      MT  (+/- 180 meters Scaled)
 JX0726
 JX0726                          SUPERSEDED SURVEY CONTROL
 JX0726
 JX0726  NGVD 29 (??/??/92)  305.030  (m)         1000.75   (f) ADJ UNCH    1 2
 JX0726
 JX0726.Superseded values are not recommended for survey control.
 JX0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0726.See file dsdata.txt to determine how the superseded data were derived.
 JX0726
 JX0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE342094(NAD 83)
 JX0726_MARKER: DB = BENCH MARK DISK
 JX0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0726_STAMPING: H 22 1935
 JX0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0726+STABILITY: SURFACE MOTION
 JX0726
 JX0726  HISTORY     - Date     Condition        Report By
 JX0726  HISTORY     - 1935     MONUMENTED       CGS
 JX0726  HISTORY     - 1957     GOOD             NGS
 JX0726
 JX0726                          STATION DESCRIPTION
 JX0726
 JX0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0726'AT LOUDENVILLE.
 JX0726'AT LOUDENVILLE, ABOUT 130 FEET SOUTHEAST ALONG THE BALTIMORE
 JX0726'AND OHIO RAILROAD FROM THE STATION SIGN, AT CROSSING OF A GRAVEL
 JX0726'ROAD, 24.3 FEET SOUTH-SOUTHWEST OF NEAR RAIL OF MAIN TRACK, 12 1/2
 JX0726'FEET EAST-SOUTHEAST OF CENTER LINE OF GRAVEL ROAD, 32 FEET
 JX0726'SOUTH OF CENTER OF CROSSING, 3 1/2 FEET WEST OF A CROSSING SIGN,
 JX0726'2 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 JX0726'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1189 ***********************************************************************
 HX1189  DESIGNATION -  H 222
 HX1189  PID         -  HX1189
 HX1189  STATE/COUNTY-  WV/FAYETTE
 HX1189  USGS QUAD   -  WINONA (1976)
 HX1189
 HX1189                         *CURRENT SURVEY CONTROL
 HX1189  ___________________________________________________________________
 HX1189* NAD 83(1986)-  38 02 21.     (N)    080 55 18.     (W)     SCALED    
 HX1189* NAVD 88     -       653.808  (meters)    2145.04   (feet)  ADJUSTED  
 HX1189  ___________________________________________________________________
 HX1189  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HX1189  DYNAMIC HT  -         653.282 (meters)    2143.31  (feet)  COMP
 HX1189  MODELED GRAV-     979,802.8   (mgal)                       NAVD 88
 HX1189
 HX1189  VERT ORDER  -  SECOND    CLASS 0
 HX1189
 HX1189.The horizontal coordinates were scaled from a topographic map and have
 HX1189.an estimated accuracy of +/- 6 seconds.
 HX1189
 HX1189.The orthometric height was determined by differential leveling
 HX1189.and adjusted by the National Geodetic Survey in June 1991..
 HX1189
 HX1189.The geoid height was determined by GEOID03.
 HX1189
 HX1189.The dynamic height is computed by dividing the NAVD 88
 HX1189.geopotential number by the normal gravity value computed on the
 HX1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1189.degrees latitude (g = 980.6199 gals.).
 HX1189
 HX1189.The modeled gravity was interpolated from observed gravity values.
 HX1189
 HX1189;                    North         East    Units  Estimated Accuracy
 HX1189;SPC WV S     -   115,340.      606,880.      MT  (+/- 180 meters Scaled)
 HX1189
 HX1189                          SUPERSEDED SURVEY CONTROL
 HX1189
 HX1189  NGVD 29 (??/??/92)  653.963  (m)         2145.54   (f) ADJ UNCH    2 0
 HX1189
 HX1189.Superseded values are not recommended for survey control.
 HX1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1189.See file dsdata.txt to determine how the superseded data were derived.
 HX1189
 HX1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC068101(NAD 83)
 HX1189_MARKER: DB = BENCH MARK DISK
 HX1189_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1189_SP_SET: UNSPECIFIED ROCK
 HX1189_STAMPING: H 222 1961
 HX1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1189
 HX1189  HISTORY     - Date     Condition        Report By
 HX1189  HISTORY     - 1961     MONUMENTED       CGS
 HX1189
 HX1189                          STATION DESCRIPTION
 HX1189
 HX1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1189'3.3 MI SE FROM LOOKOUT.
 HX1189'ABOUT 3.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL
 HX1189'HIGH SCHOOL AT LOOKOUT, 1.0 MILE SOUTHEAST OF THE JUNCTION OF
 HX1189'U.S. HIGHWAY 19 LEADING NORTHEAST, SET ON THE TOP OF A 20-BY-6
 HX1189'FOOT ROCK THAT IS AT THE INSIDE OF A CURVE, ALONG THE EAST BANK
 HX1189'OF A SMALL STREAM, 35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HX1189'18 FEET SOUTHEAST AND ACROSS THE STREAM FROM THE SOUTH END OF THE
 HX1189'EAST CONCRETE HEADWALL OF A 30 INCH PIPE CULVERT UNDER THE
 HX1189'HIGHWAY, 60 FEET NORTHEAST OF POWER LINE POLE NO. 75-75, 9 FEET
 HX1189'EAST OF THE CENTER OF THE STREAM, 8 FEET NORTH OF THE SOUTH END
 HX1189'OF THE ROCK AND 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1133 ***********************************************************************
 HX1133  DESIGNATION -  H 223
 HX1133  PID         -  HX1133
 HX1133  STATE/COUNTY-  WV/NICHOLAS
 HX1133  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1133
 HX1133                         *CURRENT SURVEY CONTROL
 HX1133  ___________________________________________________________________
 HX1133* NAD 83(1986)-  38 13 43.     (N)    080 56 58.     (W)     SCALED    
 HX1133* NAVD 88     -       491.863  (meters)    1613.72   (feet)  ADJUSTED  
 HX1133  ___________________________________________________________________
 HX1133  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HX1133  DYNAMIC HT  -         491.500 (meters)    1612.53  (feet)  COMP
 HX1133  MODELED GRAV-     979,876.3   (mgal)                       NAVD 88
 HX1133
 HX1133  VERT ORDER  -  SECOND    CLASS 0
 HX1133
 HX1133.The horizontal coordinates were scaled from a topographic map and have
 HX1133.an estimated accuracy of +/- 6 seconds.
 HX1133
 HX1133.The orthometric height was determined by differential leveling
 HX1133.and adjusted by the National Geodetic Survey in June 1991..
 HX1133
 HX1133.The geoid height was determined by GEOID03.
 HX1133
 HX1133.The dynamic height is computed by dividing the NAVD 88
 HX1133.geopotential number by the normal gravity value computed on the
 HX1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1133.degrees latitude (g = 980.6199 gals.).
 HX1133
 HX1133.The modeled gravity was interpolated from observed gravity values.
 HX1133
 HX1133;                    North         East    Units  Estimated Accuracy
 HX1133;SPC WV S     -   136,360.      604,430.      MT  (+/- 180 meters Scaled)
 HX1133
 HX1133                          SUPERSEDED SURVEY CONTROL
 HX1133
 HX1133  NGVD 29 (??/??/92)  492.040  (m)         1614.30   (f) ADJ UNCH    2 0
 HX1133
 HX1133.Superseded values are not recommended for survey control.
 HX1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1133.See file dsdata.txt to determine how the superseded data were derived.
 HX1133
 HX1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC044311(NAD 83)
 HX1133_MARKER: DB = BENCH MARK DISK
 HX1133_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1133_SP_SET: UNSPECIFIED ROCK
 HX1133_STAMPING: H 223 1961
 HX1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1133
 HX1133  HISTORY     - Date     Condition        Report By
 HX1133  HISTORY     - 1961     MONUMENTED       CGS
 HX1133
 HX1133                          STATION DESCRIPTION
 HX1133
 HX1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1133'6.5 MI SE FROM DRENNEN.
 HX1133'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HX1133'OF STATE HIGHWAY 39 AT DRENNEN, THENCE 2.15 MILES SOUTH ALONG A
 HX1133'GRADED ROAD, THENCE 3.05 MILES SOUTHEAST ALONG A NARROW WOODS
 HX1133'ROAD, NEAR THE JUNCTION OF A WOODS ROAD LEADING SOUTH, SET
 HX1133'VERTICALLY IN THE WEST FACE OF A 6-BY-2-FOOT ROCK, 7 FEET
 HX1133'NORTHEAST OF THE CENTER LINE OF THE ROAD, 57 FEET SOUTHEAST
 HX1133'OF THE CENTER OF THE ROAD JUNCTION, 2 FEET NORTHWEST OF THE
 HX1133'SOUTHEAST END OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1446 ***********************************************************************
 HX1446  DESIGNATION -  H 224
 HX1446  PID         -  HX1446
 HX1446  STATE/COUNTY-  WV/FAYETTE
 HX1446  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1446
 HX1446                         *CURRENT SURVEY CONTROL
 HX1446  ___________________________________________________________________
 HX1446* NAD 83(1986)-  38 07 41.     (N)    080 53 08.     (W)     SCALED    
 HX1446* NAVD 88     -       570.859  (meters)    1872.89   (feet)  ADJUSTED  
 HX1446  ___________________________________________________________________
 HX1446  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HX1446  DYNAMIC HT  -         570.416 (meters)    1871.44  (feet)  COMP
 HX1446  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 HX1446
 HX1446  VERT ORDER  -  SECOND    CLASS 0
 HX1446
 HX1446.The horizontal coordinates were scaled from a topographic map and have
 HX1446.an estimated accuracy of +/- 6 seconds.
 HX1446
 HX1446.The orthometric height was determined by differential leveling
 HX1446.and adjusted by the National Geodetic Survey in June 1991..
 HX1446
 HX1446.The geoid height was determined by GEOID03.
 HX1446
 HX1446.The dynamic height is computed by dividing the NAVD 88
 HX1446.geopotential number by the normal gravity value computed on the
 HX1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1446.degrees latitude (g = 980.6199 gals.).
 HX1446
 HX1446.The modeled gravity was interpolated from observed gravity values.
 HX1446
 HX1446;                    North         East    Units  Estimated Accuracy
 HX1446;SPC WV S     -   125,210.      610,030.      MT  (+/- 180 meters Scaled)
 HX1446
 HX1446                          SUPERSEDED SURVEY CONTROL
 HX1446
 HX1446  NGVD 29 (??/??/92)  571.021  (m)         1873.42   (f) ADJ UNCH    2 0
 HX1446
 HX1446.Superseded values are not recommended for survey control.
 HX1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1446.See file dsdata.txt to determine how the superseded data were derived.
 HX1446
 HX1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC100200(NAD 83)
 HX1446_MARKER: DB = BENCH MARK DISK
 HX1446_SETTING: 80 = SET IN A BOULDER
 HX1446_SP_SET: BOULDER
 HX1446_STAMPING: H 224 1961
 HX1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1446+STABILITY: SURFACE MOTION
 HX1446
 HX1446  HISTORY     - Date     Condition        Report By
 HX1446  HISTORY     - 1961     MONUMENTED       CGS
 HX1446
 HX1446                          STATION DESCRIPTION
 HX1446
 HX1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1446'1.7 MI NW FROM NALLEN.
 HX1446'ABOUT 1.7 MILES NORTHWEST ALONG THE NICHOLAS, FAYETTE AND
 HX1446'GREENBRIER RAILROAD FROM THE STATION AT NALLEN, 1.0 MILE NORTHWEST
 HX1446'OF A GRADED ROAD CROSSING, NEAR MILEPOST 41, SET VERTICALLY IN
 HX1446'THE SOUTHEAST FACE OF A LARGE BOULDER THAT IS ABOUT 50 FEET
 HX1446'LONG AND 25 FEET HIGH, AT THE OUTSIDE OF A CURVE, 10 FEET NORTHWEST
 HX1446'OF THE NORTHWEST RAIL, 24 FEET SOUTHWEST OF MILEPOST 41, 21 FEET
 HX1446'NORTHEAST OF THE SOUTHWEST END OF THE ROCK AND 1 FOOT ABOVE THE
 HX1446'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1111 ***********************************************************************
 HX1111  DESIGNATION -  H 225
 HX1111  PID         -  HX1111
 HX1111  STATE/COUNTY-  WV/NICHOLAS
 HX1111  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1111
 HX1111                         *CURRENT SURVEY CONTROL
 HX1111  ___________________________________________________________________
 HX1111* NAD 83(1986)-  38 20 01.     (N)    080 40 49.     (W)     SCALED    
 HX1111* NAVD 88     -       670.296  (meters)    2199.13   (feet)  ADJUSTED  
 HX1111  ___________________________________________________________________
 HX1111  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HX1111  DYNAMIC HT  -         669.774 (meters)    2197.42  (feet)  COMP
 HX1111  MODELED GRAV-     979,827.7   (mgal)                       NAVD 88
 HX1111
 HX1111  VERT ORDER  -  SECOND    CLASS 0
 HX1111
 HX1111.The horizontal coordinates were scaled from a topographic map and have
 HX1111.an estimated accuracy of +/- 6 seconds.
 HX1111
 HX1111.The orthometric height was determined by differential leveling
 HX1111.and adjusted by the National Geodetic Survey in June 1991..
 HX1111
 HX1111.The geoid height was determined by GEOID03.
 HX1111
 HX1111.The dynamic height is computed by dividing the NAVD 88
 HX1111.geopotential number by the normal gravity value computed on the
 HX1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1111.degrees latitude (g = 980.6199 gals.).
 HX1111
 HX1111.The modeled gravity was interpolated from observed gravity values.
 HX1111
 HX1111;                    North         East    Units  Estimated Accuracy
 HX1111;SPC WV S     -   148,060.      627,950.      MT  (+/- 180 meters Scaled)
 HX1111
 HX1111                          SUPERSEDED SURVEY CONTROL
 HX1111
 HX1111  NGVD 29 (??/??/92)  670.439  (m)         2199.60   (f) ADJ UNCH    2 0
 HX1111
 HX1111.Superseded values are not recommended for survey control.
 HX1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1111.See file dsdata.txt to determine how the superseded data were derived.
 HX1111
 HX1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC279428(NAD 83)
 HX1111_MARKER: DB = BENCH MARK DISK
 HX1111_SETTING: 66 = SET IN ROCK OUTCROP
 HX1111_SP_SET: ROCK OUTCROP
 HX1111_STAMPING: H 225 1961
 HX1111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1111+STABILITY: POSITION/ELEVATION WELL
 HX1111
 HX1111  HISTORY     - Date     Condition        Report By
 HX1111  HISTORY     - 1961     MONUMENTED       CGS
 HX1111
 HX1111                          STATION DESCRIPTION
 HX1111
 HX1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1111'2.6 MI SW FROM CRAIGSVILLE.
 HX1111'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 41 FROM THE
 HX1111'JUNCTION OF STATE HIGHWAY 20 AT CRAIGSVILLE, THENCE 0.6 MILE
 HX1111'SOUTHWEST ALONG A BLACK TOP ROAD, 0.6 MILE NORTHWEST OF THE ALDERSON
 HX1111'MISSIONARY BAPTIST CHURCH AND CEMETERY, 0.25 MILE SOUTHEAST
 HX1111'OF THE ZIONS REST PRIMITIVE BAPTIST CHURCH, SET ON THE TOP OF
 HX1111'A LARGE FLAT OUTCROP, AT THE OUTSIDE OF A CURVE, 18 FEET
 HX1111'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 15 FEET NORTHWEST
 HX1111'OF THE SOUTHEAST END OF THE ROCK, 5 FEET SOUTHWEST OF THE
 HX1111'NORTHEAST EDGE OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE
 HX1111'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1267 ***********************************************************************
 HX1267  DESIGNATION -  H 227
 HX1267  PID         -  HX1267
 HX1267  STATE/COUNTY-  WV/NICHOLAS
 HX1267  USGS QUAD   -  RICHWOOD (1995)
 HX1267
 HX1267                         *CURRENT SURVEY CONTROL
 HX1267  ___________________________________________________________________
 HX1267* NAD 83(1986)-  38 13 55.     (N)    080 34 50.     (W)     SCALED    
 HX1267* NAVD 88     -       650.761  (meters)    2135.04   (feet)  ADJUSTED  
 HX1267  ___________________________________________________________________
 HX1267  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX1267  DYNAMIC HT  -         650.246 (meters)    2133.35  (feet)  COMP
 HX1267  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 HX1267
 HX1267  VERT ORDER  -  SECOND    CLASS 0
 HX1267
 HX1267.The horizontal coordinates were scaled from a topographic map and have
 HX1267.an estimated accuracy of +/- 6 seconds.
 HX1267
 HX1267.The orthometric height was determined by differential leveling
 HX1267.and adjusted by the National Geodetic Survey in June 1991..
 HX1267
 HX1267.The geoid height was determined by GEOID03.
 HX1267
 HX1267.The dynamic height is computed by dividing the NAVD 88
 HX1267.geopotential number by the normal gravity value computed on the
 HX1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1267.degrees latitude (g = 980.6199 gals.).
 HX1267
 HX1267.The modeled gravity was interpolated from observed gravity values.
 HX1267
 HX1267;                    North         East    Units  Estimated Accuracy
 HX1267;SPC WV S     -   136,820.      636,720.      MT  (+/- 180 meters Scaled)
 HX1267
 HX1267                          SUPERSEDED SURVEY CONTROL
 HX1267
 HX1267  NGVD 29 (??/??/92)  650.900  (m)         2135.49   (f) ADJ UNCH    2 0
 HX1267
 HX1267.Superseded values are not recommended for survey control.
 HX1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1267.See file dsdata.txt to determine how the superseded data were derived.
 HX1267
 HX1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC367316(NAD 83)
 HX1267_MARKER: DB = BENCH MARK DISK
 HX1267_SETTING: 80 = SET IN A BOULDER
 HX1267_SP_SET: BOULDER
 HX1267_STAMPING: H 227 1961
 HX1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1267+STABILITY: SURFACE MOTION
 HX1267
 HX1267  HISTORY     - Date     Condition        Report By
 HX1267  HISTORY     - 1961     MONUMENTED       CGS
 HX1267
 HX1267                          STATION DESCRIPTION
 HX1267
 HX1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1267'0.2 MI N FROM FENWICK.
 HX1267'0.25 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE EAST END OF
 HX1267'THE STATE HIGHWAY 20 BRIDGE OVER CHERRY RIVER AT FENWICK, 0.3
 HX1267'MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 39, SET VERTICALLY
 HX1267'IN THE NORTHWEST FACE OF AN IMBEDDED BOULDER WHICH IS 7 FEET
 HX1267'HIGH AND 15 FEET LONG, 22 FEET SOUTHEAST OF THE CENTER LINE OF
 HX1267'THE HIGHWAY, 194 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY
 HX1267'LEADING EAST TO THE FENWICK GRADED SCHOOL, 1.6 FEET SOUTHWEST
 HX1267'OF THE NORTHEAST END OF THE ROCK AND 3 FEET ABOVE THE LEVEL
 HX1267'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1372 ***********************************************************************
 HX1372  DESIGNATION -  H 228
 HX1372  PID         -  HX1372
 HX1372  STATE/COUNTY-  WV/GREENBRIER
 HX1372  USGS QUAD   -  DUO (1995)
 HX1372
 HX1372                         *CURRENT SURVEY CONTROL
 HX1372  ___________________________________________________________________
 HX1372* NAD 83(1986)-  38 05 27.     (N)    080 34 14.     (W)     SCALED    
 HX1372* NAVD 88     -      1025.901  (meters)    3365.81   (feet)  ADJUSTED  
 HX1372  ___________________________________________________________________
 HX1372  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HX1372  DYNAMIC HT  -        1025.027 (meters)    3362.94  (feet)  COMP
 HX1372  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 HX1372
 HX1372  VERT ORDER  -  SECOND    CLASS 0
 HX1372
 HX1372.The horizontal coordinates were scaled from a topographic map and have
 HX1372.an estimated accuracy of +/- 6 seconds.
 HX1372
 HX1372.The orthometric height was determined by differential leveling
 HX1372.and adjusted by the National Geodetic Survey in June 1991..
 HX1372
 HX1372.The geoid height was determined by GEOID03.
 HX1372
 HX1372.The dynamic height is computed by dividing the NAVD 88
 HX1372.geopotential number by the normal gravity value computed on the
 HX1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1372.degrees latitude (g = 980.6199 gals.).
 HX1372
 HX1372.The modeled gravity was interpolated from observed gravity values.
 HX1372
 HX1372;                    North         East    Units  Estimated Accuracy
 HX1372;SPC WV S     -   121,160.      637,670.      MT  (+/- 180 meters Scaled)
 HX1372
 HX1372                          SUPERSEDED SURVEY CONTROL
 HX1372
 HX1372  NGVD 29 (??/??/92) 1026.022  (m)         3366.21   (f) ADJ UNCH    2 0
 HX1372
 HX1372.Superseded values are not recommended for survey control.
 HX1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1372.See file dsdata.txt to determine how the superseded data were derived.
 HX1372
 HX1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC376159(NAD 83)
 HX1372_MARKER: DB = BENCH MARK DISK
 HX1372_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1372_SP_SET: UNSPECIFIED ROCK
 HX1372_STAMPING: H 228 1961
 HX1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1372
 HX1372  HISTORY     - Date     Condition        Report By
 HX1372  HISTORY     - 1961     MONUMENTED       CGS
 HX1372
 HX1372                          STATION DESCRIPTION
 HX1372
 HX1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1372'0.8 MI W FROM CLEARCO.
 HX1372'ABOUT 0.8 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX1372'AT CLEARCO, 3.3 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM A
 HX1372'T BLACK TOP ROAD JUNCTION AT DUO, 0.25 MILE WEST OF THE CROSSING
 HX1372'OF THE CHESAPEAKE AND OHIO RAILWAY AT CLEARCO SIDING, ABOUT 90
 HX1372'YARDS WEST OF THE WEST END OF A 25 FOOT BRIDGE OVER THE NORTH
 HX1372'FORK OF BIG CLEAR CREEK, SET ON THE TOP OF THE NORTH END OF A
 HX1372'FLAT ROCK THAT IS ABOUT 25 FEET LONG AND 10 FEET WIDE, AT ABOUT
 HX1372'THE CENTER OF A GROUP OF LARGE ROCKS, 24 FEET SOUTH OF THE CENTER
 HX1372'LINE OF THE ROAD, 1/2 FOOT SOUTH OF THE NORTH EDGE OF THE ROCK
 HX1372'AND 7 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0101 ***********************************************************************
 JX0101  DESIGNATION -  H 23
 JX0101  PID         -  JX0101
 JX0101  STATE/COUNTY-  WV/HARRISON
 JX0101  USGS QUAD   -  WOLF SUMMIT (1976)
 JX0101
 JX0101                         *CURRENT SURVEY CONTROL
 JX0101  ___________________________________________________________________
 JX0101* NAD 83(1986)-  39 21 31.     (N)    080 23 05.     (W)     SCALED    
 JX0101* NAVD 88     -       284.748  (meters)     934.21   (feet)  ADJUSTED  
 JX0101  ___________________________________________________________________
 JX0101  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JX0101  DYNAMIC HT  -         284.571 (meters)     933.63  (feet)  COMP
 JX0101  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 JX0101
 JX0101  VERT ORDER  -  SECOND    CLASS 0
 JX0101
 JX0101.The horizontal coordinates were scaled from a topographic map and have
 JX0101.an estimated accuracy of +/- 6 seconds.
 JX0101
 JX0101.The orthometric height was determined by differential leveling
 JX0101.and adjusted by the National Geodetic Survey in June 1991..
 JX0101
 JX0101.The geoid height was determined by GEOID03.
 JX0101
 JX0101.The dynamic height is computed by dividing the NAVD 88
 JX0101.geopotential number by the normal gravity value computed on the
 JX0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0101.degrees latitude (g = 980.6199 gals.).
 JX0101
 JX0101.The modeled gravity was interpolated from observed gravity values.
 JX0101
 JX0101;                    North         East    Units  Estimated Accuracy
 JX0101;SPC WV N     -    95,700.      523,750.      MT  (+/- 180 meters Scaled)
 JX0101
 JX0101                          SUPERSEDED SURVEY CONTROL
 JX0101
 JX0101  NGVD 29 (??/??/92)  284.924  (m)          934.79   (f) ADJ UNCH    2 0
 JX0101
 JX0101.Superseded values are not recommended for survey control.
 JX0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0101.See file dsdata.txt to determine how the superseded data were derived.
 JX0101
 JX0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND530567(NAD 83)
 JX0101_MARKER: DB = BENCH MARK DISK
 JX0101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0101_SP_SET: BRIDGE
 JX0101_STAMPING: H 23 1935
 JX0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0101
 JX0101  HISTORY     - Date     Condition        Report By
 JX0101  HISTORY     - 1935     MONUMENTED       CGS
 JX0101  HISTORY     - 1952     GOOD             NGS
 JX0101
 JX0101                          STATION DESCRIPTION
 JX0101
 JX0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JX0101'3.3 MI NW FROM LUMBERPORT.
 JX0101'3.3 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0101'THE STATION AT LUMBERPORT, HARRISON COUNTY, AT BRIDGE 458, IN
 JX0101'THE CENTER OF THE TOP OF THE WEST RETAINING WALL, AND 8 FEET
 JX0101'NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED H 23 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0359 ***********************************************************************
 JW0359  DESIGNATION -  H 23
 JW0359  PID         -  JW0359
 JW0359  STATE/COUNTY-  WV/HAMPSHIRE
 JW0359  USGS QUAD   -  AUGUSTA (1979)
 JW0359
 JW0359                         *CURRENT SURVEY CONTROL
 JW0359  ___________________________________________________________________
 JW0359* NAD 83(1986)-  39 17 43.     (N)    078 38 16.     (W)     SCALED    
 JW0359* NAVD 88     -       396.098  (meters)    1299.53   (feet)  ADJUSTED  
 JW0359  ___________________________________________________________________
 JW0359  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JW0359  DYNAMIC HT  -         395.848 (meters)    1298.71  (feet)  COMP
 JW0359  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 JW0359
 JW0359  VERT ORDER  -  SECOND    CLASS 0
 JW0359
 JW0359.The horizontal coordinates were scaled from a topographic map and have
 JW0359.an estimated accuracy of +/- 6 seconds.
 JW0359
 JW0359.The orthometric height was determined by differential leveling
 JW0359.and adjusted by the National Geodetic Survey in June 1991..
 JW0359
 JW0359.The geoid height was determined by GEOID03.
 JW0359
 JW0359.The dynamic height is computed by dividing the NAVD 88
 JW0359.geopotential number by the normal gravity value computed on the
 JW0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0359.degrees latitude (g = 980.6199 gals.).
 JW0359
 JW0359.The modeled gravity was interpolated from observed gravity values.
 JW0359
 JW0359;                    North         East    Units  Estimated Accuracy
 JW0359;SPC WV N     -    88,650.      674,380.      MT  (+/- 180 meters Scaled)
 JW0359
 JW0359                          SUPERSEDED SURVEY CONTROL
 JW0359
 JW0359  NGVD 29 (??/??/92)  396.263  (m)         1300.07   (f) ADJ UNCH    2 0
 JW0359
 JW0359.Superseded values are not recommended for survey control.
 JW0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0359.See file dsdata.txt to determine how the superseded data were derived.
 JW0359
 JW0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD037522(NAD 83)
 JW0359_MARKER: DD = SURVEY DISK
 JW0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0359_STAMPING: H 23 1921
 JW0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0359+STABILITY: SURFACE MOTION
 JW0359
 JW0359  HISTORY     - Date     Condition        Report By
 JW0359  HISTORY     - 1921     MONUMENTED       USGS
 JW0359  HISTORY     - 1934     GOOD             NGS
 JW0359
 JW0359                          STATION DESCRIPTION
 JW0359
 JW0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0359'AT AUGUSTA.
 JW0359'AT AUGUSTA, HAMPSHIRE COUNTY, ON U.S. HIGHWAY 50, AT THE JUNCTION
 JW0359'WITH THE HIGHWAY LEADING TO FORD HILL, ABOUT 240 YARDS SOUTHWEST
 JW0359'OF THE POST OFFICE, BEHIND A SMALL CONCRETE WALL, ABOUT 7 YARDS
 JW0359'NORTHEAST OF THE WHITE HOUSE OF C.E. FRENCH, ABOUT 9 YARDS NORTHWEST
 JW0359'OF THE CENTER LINE OF U.S. HIGHWAY 50, AND 15 FEET HIGHER THAN THE
 JW0359'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JW0359'H 23 1921 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1042 ***********************************************************************
 GX1042  DESIGNATION -  H 230
 GX1042  PID         -  GX1042
 GX1042  STATE/COUNTY-  WV/GREENBRIER
 GX1042  USGS QUAD   -  CORNSTALK (1981)
 GX1042
 GX1042                         *CURRENT SURVEY CONTROL
 GX1042  ___________________________________________________________________
 GX1042* NAD 83(1986)-  37 52 52.     (N)    080 33 57.     (W)     SCALED    
 GX1042* NAVD 88     -       694.537  (meters)    2278.66   (feet)  ADJUSTED  
 GX1042  ___________________________________________________________________
 GX1042  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX1042  DYNAMIC HT  -         693.950 (meters)    2276.73  (feet)  COMP
 GX1042  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 GX1042
 GX1042  VERT ORDER  -  SECOND    CLASS 0
 GX1042
 GX1042.The horizontal coordinates were scaled from a topographic map and have
 GX1042.an estimated accuracy of +/- 6 seconds.
 GX1042
 GX1042.The orthometric height was determined by differential leveling
 GX1042.and adjusted by the National Geodetic Survey in June 1991..
 GX1042
 GX1042.The geoid height was determined by GEOID03.
 GX1042
 GX1042.The dynamic height is computed by dividing the NAVD 88
 GX1042.geopotential number by the normal gravity value computed on the
 GX1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1042.degrees latitude (g = 980.6199 gals.).
 GX1042
 GX1042.The modeled gravity was interpolated from observed gravity values.
 GX1042
 GX1042;                    North         East    Units  Estimated Accuracy
 GX1042;SPC WV S     -    97,880.      638,190.      MT  (+/- 180 meters Scaled)
 GX1042
 GX1042                          SUPERSEDED SURVEY CONTROL
 GX1042
 GX1042  NGVD 29 (??/??/92)  694.681  (m)         2279.13   (f) ADJ UNCH    2 0
 GX1042
 GX1042.Superseded values are not recommended for survey control.
 GX1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1042.See file dsdata.txt to determine how the superseded data were derived.
 GX1042
 GX1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB381927(NAD 83)
 GX1042_MARKER: DB = BENCH MARK DISK
 GX1042_SETTING: 66 = SET IN ROCK OUTCROP
 GX1042_SP_SET: ROCK LEDGE
 GX1042_STAMPING: H 230 1961
 GX1042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1042+STABILITY: POSITION/ELEVATION WELL
 GX1042
 GX1042  HISTORY     - Date     Condition        Report By
 GX1042  HISTORY     - 1961     MONUMENTED       CGS
 GX1042  HISTORY     - 1972     GOOD             USGS
 GX1042
 GX1042                          STATION DESCRIPTION
 GX1042
 GX1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1042'2.6 MI E FROM CLINTONVILLE.
 GX1042'ABOUT 2.55 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE METHODIST
 GX1042'CHURCH AT CLINTONVILLE, ABOUT 0.95 MILE EAST OF THE CROSSING
 GX1042'OF COUNTY ROAD NO. 9, 102 YARDS NORTHEAST OF THE JUNCTION OF A
 GX1042'GRADED ROAD LEADING EAST WHICH IS ALSO AT ABOUT THE CENTER OF
 GX1042'A SHARP CURVE, SET ON THE TOP OF A ROCK LEDGE THAT IS 20 FEET
 GX1042'LONG AND 2 FEET WIDE AND IS AT THE BASE OF A 15 FOOT HIGH CUT,
 GX1042'39 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT
 GX1042'SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK LEDGE AND DIRECTLY
 GX1042'UNDER THE HIGHEST PART OF A CUT, 1 FOOT ABOVE THE LEVEL OF THE
 GX1042'HIGHWAY.
 GX1042
 GX1042                          STATION RECOVERY (1972)
 GX1042
 GX1042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GX1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0138 ***********************************************************************
 GX0138  DESIGNATION -  H 231
 GX0138  PID         -  GX0138
 GX0138  STATE/COUNTY-  WV/GREENBRIER
 GX0138  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0138
 GX0138                         *CURRENT SURVEY CONTROL
 GX0138  ___________________________________________________________________
 GX0138* NAD 83(1986)-  37 56 13.     (N)    080 26 35.     (W)     SCALED    
 GX0138* NAVD 88     -       665.826  (meters)    2184.46   (feet)  ADJUSTED  
 GX0138  ___________________________________________________________________
 GX0138  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX0138  DYNAMIC HT  -         665.277 (meters)    2182.66  (feet)  COMP
 GX0138  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 GX0138
 GX0138  VERT ORDER  -  SECOND    CLASS 0
 GX0138
 GX0138.The horizontal coordinates were scaled from a topographic map and have
 GX0138.an estimated accuracy of +/- 6 seconds.
 GX0138
 GX0138.The orthometric height was determined by differential leveling
 GX0138.and adjusted by the National Geodetic Survey in June 1991..
 GX0138
 GX0138.The geoid height was determined by GEOID03.
 GX0138
 GX0138.The dynamic height is computed by dividing the NAVD 88
 GX0138.geopotential number by the normal gravity value computed on the
 GX0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0138.degrees latitude (g = 980.6199 gals.).
 GX0138
 GX0138.The modeled gravity was interpolated from observed gravity values.
 GX0138
 GX0138;                    North         East    Units  Estimated Accuracy
 GX0138;SPC WV S     -   104,140.      648,960.      MT  (+/- 180 meters Scaled)
 GX0138
 GX0138                          SUPERSEDED SURVEY CONTROL
 GX0138
 GX0138  NGVD 29 (??/??/92)  665.980  (m)         2184.97   (f) ADJ UNCH    2 0
 GX0138
 GX0138.Superseded values are not recommended for survey control.
 GX0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0138.See file dsdata.txt to determine how the superseded data were derived.
 GX0138
 GX0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB489989(NAD 83)
 GX0138_MARKER: DB = BENCH MARK DISK
 GX0138_SETTING: 66 = SET IN ROCK OUTCROP
 GX0138_SP_SET: ROCK
 GX0138_STAMPING: H 231 1961
 GX0138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0138+STABILITY: POSITION/ELEVATION WELL
 GX0138
 GX0138  HISTORY     - Date     Condition        Report By
 GX0138  HISTORY     - 1961     MONUMENTED       CGS
 GX0138  HISTORY     - 1983     GOOD             NGS
 GX0138
 GX0138                          STATION DESCRIPTION
 GX0138
 GX0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0138'0.3 MI S FROM UNUS.
 GX0138'ABOUT 0.3 MILE SOUTH ALONG COUNTY ROAD NO. 19 (A BLACK TOP ROAD)
 GX0138'FROM A T ROAD JUNCTION AT UNUS, AT THE INSIDE OF A CURVE, SET
 GX0138'VERTICALLY IN THE EAST FACE OF A ROCK THAT IS 5 FOOT SQUARE AND
 GX0138'IS AT THE BASE OF A 15 FOOT HIGH CUT, 13 FEET WEST OF THE CENTER
 GX0138'LINE OF THE ROAD, 3 FEET ABOVE THE LEVEL OF THE GROUND AND 2 1/2
 GX0138'FEET ABOVE THE LEVEL OF THE ROAD.
 GX0138
 GX0138                          STATION RECOVERY (1983)
 GX0138
 GX0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0079 ***********************************************************************
 GX0079  DESIGNATION -  H 232
 GX0079  PID         -  GX0079
 GX0079  STATE/COUNTY-  WV/GREENBRIER
 GX0079  USGS QUAD   -  ANTHONY (1995)
 GX0079
 GX0079                         *CURRENT SURVEY CONTROL
 GX0079  ___________________________________________________________________
 GX0079* NAD 83(1986)-  37 57 52.     (N)    080 20 56.     (W)     SCALED    
 GX0079* NAVD 88     -       568.284  (meters)    1864.45   (feet)  ADJUSTED  
 GX0079  ___________________________________________________________________
 GX0079  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GX0079  DYNAMIC HT  -         567.813 (meters)    1862.90  (feet)  COMP
 GX0079  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 GX0079
 GX0079  VERT ORDER  -  SECOND    CLASS 0
 GX0079
 GX0079.The horizontal coordinates were scaled from a topographic map and have
 GX0079.an estimated accuracy of +/- 6 seconds.
 GX0079
 GX0079.The orthometric height was determined by differential leveling
 GX0079.and adjusted by the National Geodetic Survey in June 1991..
 GX0079
 GX0079.The geoid height was determined by GEOID03.
 GX0079
 GX0079.The dynamic height is computed by dividing the NAVD 88
 GX0079.geopotential number by the normal gravity value computed on the
 GX0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0079.degrees latitude (g = 980.6199 gals.).
 GX0079
 GX0079.The modeled gravity was interpolated from observed gravity values.
 GX0079
 GX0079;                    North         East    Units  Estimated Accuracy
 GX0079;SPC WV S     -   107,240.      657,210.      MT  (+/- 180 meters Scaled)
 GX0079
 GX0079                          SUPERSEDED SURVEY CONTROL
 GX0079
 GX0079  NGVD 29 (??/??/92)  568.419  (m)         1864.89   (f) ADJ UNCH    2 0
 GX0079
 GX0079.Superseded values are not recommended for survey control.
 GX0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0079.See file dsdata.txt to determine how the superseded data were derived.
 GX0079
 GX0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC571020(NAD 83)
 GX0079_MARKER: DB = BENCH MARK DISK
 GX0079_SETTING: 66 = SET IN ROCK OUTCROP
 GX0079_SP_SET: ROCK CUT
 GX0079_STAMPING: H 232 1961
 GX0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0079+STABILITY: POSITION/ELEVATION WELL
 GX0079
 GX0079  HISTORY     - Date     Condition        Report By
 GX0079  HISTORY     - 1961     MONUMENTED       CGS
 GX0079  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0079  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0079
 GX0079                          STATION DESCRIPTION
 GX0079
 GX0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0079'2.4 MI S FROM RENICK.
 GX0079'ABOUT 2.4 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0079'FROM THE STATION AT RENICK, 0.7 MILE NORTH OF BRIDGE NO. 21.6 OVER
 GX0079'SPRING CREEK AT SPRING CREEK, 0.4 MILE NORTH OF MILEPOST 22, SET
 GX0079'VERTICALLY IN THE EAST FACE OF A ROCK CUT THAT IS ABOUT 50 FEET
 GX0079'LONG AND 12 FEET HIGH, 9 RAILS SOUTH AND ACROSS THE TRACK FROM A
 GX0079'WHISTLE POST, 10 FEET WEST OF THE WEST RAIL, 11 FEET NORTH OF THE
 GX0079'SOUTH END OF THE ROCK CUT AND 5 FEET ABOVE THE LEVEL OF THE
 GX0079'TRACK.
 GX0079
 GX0079                          STATION RECOVERY (1983)
 GX0079
 GX0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0079'MARK NOT FOUND.
 GX0079
 GX0079                          STATION RECOVERY (1983)
 GX0079
 GX0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0954 ***********************************************************************
 GX0954  DESIGNATION -  H 233
 GX0954  PID         -  GX0954
 GX0954  STATE/COUNTY-  WV/GREENBRIER
 GX0954  USGS QUAD   -  CORNSTALK (1981)
 GX0954
 GX0954                         *CURRENT SURVEY CONTROL
 GX0954  ___________________________________________________________________
 GX0954* NAD 83(1986)-  37 56 27.     (N)    080 33 32.     (W)     SCALED    
 GX0954* NAVD 88     -       770.623  (meters)    2528.29   (feet)  ADJUSTED  
 GX0954  ___________________________________________________________________
 GX0954  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX0954  DYNAMIC HT  -         769.975 (meters)    2526.16  (feet)  COMP
 GX0954  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 GX0954
 GX0954  VERT ORDER  -  SECOND    CLASS 0
 GX0954
 GX0954.The horizontal coordinates were scaled from a topographic map and have
 GX0954.an estimated accuracy of +/- 6 seconds.
 GX0954
 GX0954.The orthometric height was determined by differential leveling
 GX0954.and adjusted by the National Geodetic Survey in June 1991..
 GX0954
 GX0954.The geoid height was determined by GEOID03.
 GX0954
 GX0954.The dynamic height is computed by dividing the NAVD 88
 GX0954.geopotential number by the normal gravity value computed on the
 GX0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0954.degrees latitude (g = 980.6199 gals.).
 GX0954
 GX0954.The modeled gravity was interpolated from observed gravity values.
 GX0954
 GX0954;                    North         East    Units  Estimated Accuracy
 GX0954;SPC WV S     -   104,510.      638,770.      MT  (+/- 180 meters Scaled)
 GX0954
 GX0954                          SUPERSEDED SURVEY CONTROL
 GX0954
 GX0954  NGVD 29 (??/??/92)  770.765  (m)         2528.75   (f) ADJ UNCH    2 0
 GX0954
 GX0954.Superseded values are not recommended for survey control.
 GX0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0954.See file dsdata.txt to determine how the superseded data were derived.
 GX0954
 GX0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB387993(NAD 83)
 GX0954_MARKER: DB = BENCH MARK DISK
 GX0954_SETTING: 66 = SET IN ROCK OUTCROP
 GX0954_SP_SET: ROCK
 GX0954_STAMPING: H 233 1961
 GX0954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0954+STABILITY: POSITION/ELEVATION WELL
 GX0954
 GX0954  HISTORY     - Date     Condition        Report By
 GX0954  HISTORY     - 1961     MONUMENTED       CGS
 GX0954
 GX0954                          STATION DESCRIPTION
 GX0954
 GX0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0954'2.1 MI SW FROM CORNSTALK.
 GX0954'ABOUT 2.1 MILES SOUTHWEST ALONG A GRADED ROAD FROM THE POST OFFICE
 GX0954'AT CORNSTALK, ON THE EAST SLOPE OF A MOUNTAIN, AT THE OUTSIDE OF
 GX0954'A CURVE, SET VERTICALLY IN THE SOUTH FACE OF A ROCK THAT IS 8
 GX0954'FEET LONG, 4 FEET HIGH WITH ROUNDED CORNERS AND IS PART OF A 12
 GX0954'FOOT HIGH CUT, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4
 GX0954'FEET EAST OF THE WEST END OF THE ROCK AND 2 FEET ABOVE THE LEVEL
 GX0954'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1054 ***********************************************************************
 HX1054  DESIGNATION -  H 234
 HX1054  PID         -  HX1054
 HX1054  STATE/COUNTY-  WV/NICHOLAS
 HX1054  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1054
 HX1054                         *CURRENT SURVEY CONTROL
 HX1054  ___________________________________________________________________
 HX1054* NAD 83(1986)-  38 21 17.     (N)    080 45 10.     (W)     SCALED    
 HX1054* NAVD 88     -       589.670  (meters)    1934.61   (feet)  ADJUSTED  
 HX1054  ___________________________________________________________________
 HX1054  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 HX1054  DYNAMIC HT  -         589.220 (meters)    1933.13  (feet)  COMP
 HX1054  MODELED GRAV-     979,846.1   (mgal)                       NAVD 88
 HX1054
 HX1054  VERT ORDER  -  SECOND    CLASS 0
 HX1054
 HX1054.The horizontal coordinates were scaled from a topographic map and have
 HX1054.an estimated accuracy of +/- 6 seconds.
 HX1054
 HX1054.The orthometric height was determined by differential leveling
 HX1054.and adjusted by the National Geodetic Survey in June 1991..
 HX1054
 HX1054.The geoid height was determined by GEOID03.
 HX1054
 HX1054.The dynamic height is computed by dividing the NAVD 88
 HX1054.geopotential number by the normal gravity value computed on the
 HX1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1054.degrees latitude (g = 980.6199 gals.).
 HX1054
 HX1054.The modeled gravity was interpolated from observed gravity values.
 HX1054
 HX1054;                    North         East    Units  Estimated Accuracy
 HX1054;SPC WV S     -   150,390.      621,610.      MT  (+/- 180 meters Scaled)
 HX1054
 HX1054                          SUPERSEDED SURVEY CONTROL
 HX1054
 HX1054  NGVD 29 (??/??/92)  589.819  (m)         1935.10   (f) ADJ UNCH    2 0
 HX1054
 HX1054.Superseded values are not recommended for survey control.
 HX1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1054.See file dsdata.txt to determine how the superseded data were derived.
 HX1054
 HX1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC216452(NAD 83)
 HX1054_MARKER: DB = BENCH MARK DISK
 HX1054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1054_SP_SET: CATCH BASIN
 HX1054_STAMPING: H 234 1961
 HX1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1054
 HX1054  HISTORY     - Date     Condition        Report By
 HX1054  HISTORY     - 1961     MONUMENTED       CGS
 HX1054
 HX1054                          STATION DESCRIPTION
 HX1054
 HX1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1054'3.4 MI W FROM CALVIN.
 HX1054'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 41 FROM THE LITTLE UNION
 HX1054'BAPTIST CHURCH AT CALVIN, THENCE 1.95 MILES NORTHWEST ALONG
 HX1054'STATE HIGHWAY 43, 51 YARDS EAST OF THE WEST TOWN LIMIT SIGN OF
 HX1054'THE VERY SMALL VILLAGE OF WERTH, 46 FEET NORTHWEST AND ACROSS
 HX1054'THE HIGHWAY FROM THE SOUTHEAST CORNER OF A CONCRETE BLOCK GARAGE,
 HX1054'SET ON THE TOP OF THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN,
 HX1054'19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET
 HX1054'NORTH OF THE NORTHWEST CORNER OF THE BASIN AND ABOUT LEVEL WITH
 HX1054'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1847 ***********************************************************************
 HX1847  DESIGNATION -  H 235
 HX1847  PID         -  HX1847
 HX1847  STATE/COUNTY-  WV/FAYETTE
 HX1847  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1847
 HX1847                         *CURRENT SURVEY CONTROL
 HX1847  ___________________________________________________________________
 HX1847* NAD 83(1986)-  38 11 07.     (N)    081 11 37.     (W)     SCALED    
 HX1847* NAVD 88     -       208.645  (meters)     684.53   (feet)  ADJUSTED  
 HX1847  ___________________________________________________________________
 HX1847  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX1847  DYNAMIC HT  -         208.497 (meters)     684.04  (feet)  COMP
 HX1847  MODELED GRAV-     979,915.1   (mgal)                       NAVD 88
 HX1847
 HX1847  VERT ORDER  -  SECOND    CLASS 0
 HX1847
 HX1847.The horizontal coordinates were scaled from a topographic map and have
 HX1847.an estimated accuracy of +/- 6 seconds.
 HX1847
 HX1847.The orthometric height was determined by differential leveling
 HX1847.and adjusted by the National Geodetic Survey in June 1991..
 HX1847
 HX1847.The geoid height was determined by GEOID03.
 HX1847
 HX1847.The dynamic height is computed by dividing the NAVD 88
 HX1847.geopotential number by the normal gravity value computed on the
 HX1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1847.degrees latitude (g = 980.6199 gals.).
 HX1847
 HX1847.The modeled gravity was interpolated from observed gravity values.
 HX1847
 HX1847;                    North         East    Units  Estimated Accuracy
 HX1847;SPC WV S     -   131,570.      583,040.      MT  (+/- 180 meters Scaled)
 HX1847
 HX1847                          SUPERSEDED SURVEY CONTROL
 HX1847
 HX1847  NGVD 29 (??/??/92)  208.834  (m)          685.15   (f) ADJ UNCH    2 0
 HX1847
 HX1847.Superseded values are not recommended for survey control.
 HX1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1847.See file dsdata.txt to determine how the superseded data were derived.
 HX1847
 HX1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC830263(NAD 83)
 HX1847_MARKER: DB = BENCH MARK DISK
 HX1847_SETTING: 80 = SET IN A BOULDER
 HX1847_SP_SET: BOULDER
 HX1847_STAMPING: H 235 1961
 HX1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1847+STABILITY: SURFACE MOTION
 HX1847
 HX1847  HISTORY     - Date     Condition        Report By
 HX1847  HISTORY     - 1961     MONUMENTED       CGS
 HX1847
 HX1847                          STATION DESCRIPTION
 HX1847
 HX1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1847'1.8 MI N FROM GAULEY BRIDGE.
 HX1847'ABOUT 1.75 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1847'FROM THE JUNCTION OF THE NEW YORK CENTRAL RAILROAD (K AND M
 HX1847'JUNCTION), AT GAULEY BRIDGE, 0.3 MILE NORTH OF MILEPOST NO. 3,
 HX1847'AT THE INSIDE OF A CURVE, 4 RAILS NORTH OF THE NORTH END OF THE
 HX1847'CURVE, SET VERTICALLY IN THE WEST FACE OF A ROCK THAT IS ABOUT
 HX1847'10 FEET LONG AND 4 1/2 FEET WIDE, AND IS PART OF A MOUNTAIN
 HX1847'SIDE, 8 FEET EAST OF THE EAST RAIL, 45 FEET NORTHEAST AND ACROSS
 HX1847'THE TRACK FROM THE 11 TH TELEGRAPH POLE NORTH OF MILEPOST 3,
 HX1847'2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE
 HX1847'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1366 ***********************************************************************
 HX1366  DESIGNATION -  H 236
 HX1366  PID         -  HX1366
 HX1366  STATE/COUNTY-  WV/NICHOLAS
 HX1366  USGS QUAD   -  MOUNT NEBO (1976)
 HX1366
 HX1366                         *CURRENT SURVEY CONTROL
 HX1366  ___________________________________________________________________
 HX1366* NAD 83(1986)-  38 10 53.     (N)    080 49 14.     (W)     SCALED    
 HX1366* NAVD 88     -       669.188  (meters)    2195.49   (feet)  ADJUSTED  
 HX1366  ___________________________________________________________________
 HX1366  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HX1366  DYNAMIC HT  -         668.664 (meters)    2193.78  (feet)  COMP
 HX1366  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 HX1366
 HX1366  VERT ORDER  -  SECOND    CLASS 0
 HX1366
 HX1366.The horizontal coordinates were scaled from a topographic map and have
 HX1366.an estimated accuracy of +/- 6 seconds.
 HX1366
 HX1366.The orthometric height was determined by differential leveling
 HX1366.and adjusted by the National Geodetic Survey in June 1991..
 HX1366
 HX1366.The geoid height was determined by GEOID03.
 HX1366
 HX1366.The dynamic height is computed by dividing the NAVD 88
 HX1366.geopotential number by the normal gravity value computed on the
 HX1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1366.degrees latitude (g = 980.6199 gals.).
 HX1366
 HX1366.The modeled gravity was interpolated from observed gravity values.
 HX1366
 HX1366;                    North         East    Units  Estimated Accuracy
 HX1366;SPC WV S     -   131,140.      615,720.      MT  (+/- 180 meters Scaled)
 HX1366
 HX1366                          SUPERSEDED SURVEY CONTROL
 HX1366
 HX1366  NGVD 29 (??/??/92)  669.347  (m)         2196.02   (f) ADJ UNCH    2 0
 HX1366
 HX1366.Superseded values are not recommended for survey control.
 HX1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1366.See file dsdata.txt to determine how the superseded data were derived.
 HX1366
 HX1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC157259(NAD 83)
 HX1366_MARKER: DB = BENCH MARK DISK
 HX1366_SETTING: 66 = SET IN ROCK OUTCROP
 HX1366_SP_SET: UNSPECIFIED ROCK
 HX1366_STAMPING: H 236 1962
 HX1366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1366+STABILITY: POSITION/ELEVATION WELL
 HX1366
 HX1366  HISTORY     - Date     Condition        Report By
 HX1366  HISTORY     - 1962     MONUMENTED       CGS
 HX1366
 HX1366                          STATION DESCRIPTION
 HX1366
 HX1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1366'2.4 MI SE FROM MT NEBO.
 HX1366'ABOUT 1.3 MILES EAST ALONG A BLACK TOP ROAD FROM THE FOWLER
 HX1366'KNOB BAPTIST CHURCH, THENCE 1.1 MILES SOUTHEAST ALONG A ROUGH
 HX1366'GRADED ROAD, ABOUT 0.5 MILES NORTHWEST OF A -T- ROAD JUNCTION,
 HX1366'ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION OF THE DRIVE LEADING
 HX1366'SOUTH TO A LARGE BRICK HOUSE, ON THE OUTSIDE OF A CURVE WITH
 HX1366'TANGENTS EXTENDING WEST AND SOUTHEAST, SET ON TOP OF A FLAT
 HX1366'ROCK ABOUT 15 FEET LONG BY 2 1/2 FEET HIGH PROJECTING BACK UNDER
 HX1366'A RAIL FENCE INTO AN APPLE ORCHARD, 15 FEET NORTHEAST OF THE
 HX1366'CENTER LINE OF THE ROAD, 8.5 FEET NORTH OF THE SOUTH CORNER OF THE
 HX1366'ROCK, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1404 ***********************************************************************
 HX1404  DESIGNATION -  H 237
 HX1404  PID         -  HX1404
 HX1404  STATE/COUNTY-  WV/NICHOLAS
 HX1404  USGS QUAD   -  CORLISS (1976)
 HX1404
 HX1404                         *CURRENT SURVEY CONTROL
 HX1404  ___________________________________________________________________
 HX1404* NAD 83(1986)-  38 06 01.     (N)    080 48 16.     (W)     SCALED    
 HX1404* NAVD 88     -       929.539  (meters)    3049.66   (feet)  ADJUSTED  
 HX1404  ___________________________________________________________________
 HX1404  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HX1404  DYNAMIC HT  -         928.802 (meters)    3047.24  (feet)  COMP
 HX1404  MODELED GRAV-     979,803.6   (mgal)                       NAVD 88
 HX1404
 HX1404  VERT ORDER  -  SECOND    CLASS 0
 HX1404
 HX1404.The horizontal coordinates were scaled from a topographic map and have
 HX1404.an estimated accuracy of +/- 6 seconds.
 HX1404
 HX1404.The orthometric height was determined by differential leveling
 HX1404.and adjusted by the National Geodetic Survey in June 1991..
 HX1404
 HX1404.The geoid height was determined by GEOID03.
 HX1404
 HX1404.The dynamic height is computed by dividing the NAVD 88
 HX1404.geopotential number by the normal gravity value computed on the
 HX1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1404.degrees latitude (g = 980.6199 gals.).
 HX1404
 HX1404.The modeled gravity was interpolated from observed gravity values.
 HX1404
 HX1404;                    North         East    Units  Estimated Accuracy
 HX1404;SPC WV S     -   122,140.      617,150.      MT  (+/- 180 meters Scaled)
 HX1404
 HX1404                          SUPERSEDED SURVEY CONTROL
 HX1404
 HX1404  NGVD 29 (??/??/92)  929.708  (m)         3050.22   (f) ADJ UNCH    2 0
 HX1404
 HX1404.Superseded values are not recommended for survey control.
 HX1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1404.See file dsdata.txt to determine how the superseded data were derived.
 HX1404
 HX1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC171169(NAD 83)
 HX1404_MARKER: DB = BENCH MARK DISK
 HX1404_SETTING: 66 = SET IN ROCK OUTCROP
 HX1404_SP_SET: ROCK CUT
 HX1404_STAMPING: H 237 1962
 HX1404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1404+STABILITY: POSITION/ELEVATION WELL
 HX1404
 HX1404  HISTORY     - Date     Condition        Report By
 HX1404  HISTORY     - 1962     MONUMENTED       CGS
 HX1404
 HX1404                          STATION DESCRIPTION
 HX1404
 HX1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1404'7.6 MI NE FROM RUSSELLVILLE.
 HX1404'ABOUT 7.6 MILES NORTHEAST ALONG A BLACK TOP AND GRADED ROAD FROM
 HX1404'THE POST OFFICE AT RUSSELLVILLE, ABOUT 0.4 MILES NORTHWEST OF
 HX1404'THE JUNCTION OF A GRADED ROAD LEADING SOUTHEAST TO QUINWOOD,
 HX1404'ABOUT 102 YARDS SOUTHWEST OF THE WEST CORNER OF THE CEMETERY
 HX1404'AT A SMALL WHITE CHURCH ON SUGARGROVE KNOB, SET VERTICALLY ON
 HX1404'THE SOUTHEAST FACE OF A ROCK CUT, 15 FEET NORTHWEST OF THE CENTER
 HX1404'LINE OF THE ROAD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 HX1404'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1387 ***********************************************************************
 HX1387  DESIGNATION -  H 238
 HX1387  PID         -  HX1387
 HX1387  STATE/COUNTY-  WV/GREENBRIER
 HX1387  USGS QUAD   -  RICHWOOD (1995)
 HX1387
 HX1387                         *CURRENT SURVEY CONTROL
 HX1387  ___________________________________________________________________
 HX1387* NAD 83(1986)-  38 09 12.     (N)    080 32 51.     (W)     SCALED    
 HX1387* NAVD 88     -      1067.329  (meters)    3501.73   (feet)  ADJUSTED  
 HX1387  ___________________________________________________________________
 HX1387  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HX1387  DYNAMIC HT  -        1066.454 (meters)    3498.86  (feet)  COMP
 HX1387  MODELED GRAV-     979,770.6   (mgal)                       NAVD 88
 HX1387
 HX1387  VERT ORDER  -  SECOND    CLASS 0
 HX1387
 HX1387.The horizontal coordinates were scaled from a topographic map and have
 HX1387.an estimated accuracy of +/- 6 seconds.
 HX1387
 HX1387.The orthometric height was determined by differential leveling
 HX1387.and adjusted by the National Geodetic Survey in June 1991..
 HX1387
 HX1387.The geoid height was determined by GEOID03.
 HX1387
 HX1387.The dynamic height is computed by dividing the NAVD 88
 HX1387.geopotential number by the normal gravity value computed on the
 HX1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1387.degrees latitude (g = 980.6199 gals.).
 HX1387
 HX1387.The modeled gravity was interpolated from observed gravity values.
 HX1387
 HX1387;                    North         East    Units  Estimated Accuracy
 HX1387;SPC WV S     -   128,100.      639,660.      MT  (+/- 180 meters Scaled)
 HX1387
 HX1387                          SUPERSEDED SURVEY CONTROL
 HX1387
 HX1387  NGVD 29 (??/??/92) 1067.478  (m)         3502.22   (f) ADJ UNCH    2 0
 HX1387
 HX1387.Superseded values are not recommended for survey control.
 HX1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1387.See file dsdata.txt to determine how the superseded data were derived.
 HX1387
 HX1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC396229(NAD 83)
 HX1387_MARKER: DB = BENCH MARK DISK
 HX1387_SETTING: 66 = SET IN ROCK OUTCROP
 HX1387_SP_SET: ROCK CLIFF
 HX1387_STAMPING: H 238 1962
 HX1387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1387+STABILITY: POSITION/ELEVATION WELL
 HX1387
 HX1387  HISTORY     - Date     Condition        Report By
 HX1387  HISTORY     - 1962     MONUMENTED       CGS
 HX1387
 HX1387                          STATION DESCRIPTION
 HX1387
 HX1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1387'8.7 MI S FROM RICHWOOD.
 HX1387'ABOUT 6.2 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION
 HX1387'WITH RIVERSIDE DRIVE, THENCE ABOUT 1.4 MILES WEST ALONG A GRADED
 HX1387'ROAD, THENCE ABOUT 1.1 MILES WEST ALONG A ROUGH MOUNTAIN ROAD,
 HX1387'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING EAST AND SOUTH,
 HX1387'SET VERTICALLY IN THE SOUTH FACE OF A ROCK CLIFF ABOUT 25 YARDS
 HX1387'LONG PROJECTING 12 FEET AT HIGHEST POINT, 11 FEET NORTH OF THE
 HX1387'CENTER LINE OF THE ROAD, 8.5 FEET WEST OF THE SOUTHEAST CORNER
 HX1387'OF A 5 FOOT OFFSET ON THE FACE OF THE ROCK, ABOUT 2 1/2 FEET
 HX1387'ABOVE THE LEVEL OF THE GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL
 HX1387'OF THE ROAD.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING
 HX1387'ABOUT 3.6 MILES NORTHEAST ALONG A GRADED ROAD FROM A Y ROAD
 HX1387'JUNCTION AT LILE, THENCE ABOUT 2.8 MILES EAST ALONG A ROUGH
 HX1387'MOUNTAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1202 ***********************************************************************
 HX1202  DESIGNATION -  H 239
 HX1202  PID         -  HX1202
 HX1202  STATE/COUNTY-  WV/NICHOLAS
 HX1202  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1202
 HX1202                         *CURRENT SURVEY CONTROL
 HX1202  ___________________________________________________________________
 HX1202* NAD 83(1986)-  38 16 37.     (N)    080 31 56.     (W)     SCALED    
 HX1202* NAVD 88     -       771.108  (meters)    2529.88   (feet)  ADJUSTED  
 HX1202  ___________________________________________________________________
 HX1202  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HX1202  DYNAMIC HT  -         770.500 (meters)    2527.88  (feet)  COMP
 HX1202  MODELED GRAV-     979,813.9   (mgal)                       NAVD 88
 HX1202
 HX1202  VERT ORDER  -  SECOND    CLASS 0
 HX1202
 HX1202.The horizontal coordinates were scaled from a topographic map and have
 HX1202.an estimated accuracy of +/- 6 seconds.
 HX1202
 HX1202.The orthometric height was determined by differential leveling
 HX1202.and adjusted by the National Geodetic Survey in June 1991..
 HX1202
 HX1202.The geoid height was determined by GEOID03.
 HX1202
 HX1202.The dynamic height is computed by dividing the NAVD 88
 HX1202.geopotential number by the normal gravity value computed on the
 HX1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1202.degrees latitude (g = 980.6199 gals.).
 HX1202
 HX1202.The modeled gravity was interpolated from observed gravity values.
 HX1202
 HX1202;                    North         East    Units  Estimated Accuracy
 HX1202;SPC WV S     -   141,830.      640,930.      MT  (+/- 180 meters Scaled)
 HX1202
 HX1202                          SUPERSEDED SURVEY CONTROL
 HX1202
 HX1202  NGVD 29 (??/??/92)  771.248  (m)         2530.34   (f) ADJ UNCH    2 0
 HX1202
 HX1202.Superseded values are not recommended for survey control.
 HX1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1202.See file dsdata.txt to determine how the superseded data were derived.
 HX1202
 HX1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC409366(NAD 83)
 HX1202_MARKER: DB = BENCH MARK DISK
 HX1202_SETTING: 80 = SET IN A BOULDER
 HX1202_SP_SET: BOULDER
 HX1202_STAMPING: H 239 1962
 HX1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1202+STABILITY: SURFACE MOTION
 HX1202
 HX1202  HISTORY     - Date     Condition        Report By
 HX1202  HISTORY     - 1962     MONUMENTED       CGS
 HX1202
 HX1202                          STATION DESCRIPTION
 HX1202
 HX1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1202'4.8 MI N FROM RICHWOOD.
 HX1202'ABOUT 0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1202'OFFICE AT RICHWOOD, THENCE ABOUT 2.4 MILES NORTH ALONG COUNTY
 HX1202'ROAD 76, THENCE ABOUT 1.5 MILES NORTH ALONG FOREST SERVICE ROAD
 HX1202'76, ABOUT 0.7 MILES SOUTH OF A 20 FOOT CONCRETE BRIDGE OVER SMALL
 HX1202'STREAM, ON THE INSIDE AT THE SOUTHEAST END OF A CURVE WITH TANGENTS
 HX1202'EXTENDING NORTH AND SOUTHEAST, SET ON TOP OF THE NORTH CORNER OF
 HX1202'A 3 CORNERED BOULDER ABOUT 10 FEET LONG BY 8 FEET WIDE AT THE
 HX1202'SOUTHWEST END, 31 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HX1202'3 FEET SOUTH OF THE NORTH CORNER OF THE ROCK, AND ABOUT 10 FEET
 HX1202'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0835 ***********************************************************************
 JW0835  DESIGNATION -  H 24
 JW0835  PID         -  JW0835
 JW0835  STATE/COUNTY-  WV/PRESTON
 JW0835  USGS QUAD   -  KINGWOOD (1976)
 JW0835
 JW0835                         *CURRENT SURVEY CONTROL
 JW0835  ___________________________________________________________________
 JW0835* NAD 83(1986)-  39 24 18.     (N)    079 40 50.     (W)     SCALED    
 JW0835* NAVD 88     -       398.743  (meters)    1308.21   (feet)  ADJUSTED  
 JW0835  ___________________________________________________________________
 JW0835  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JW0835  DYNAMIC HT  -         398.493 (meters)    1307.39  (feet)  COMP
 JW0835  MODELED GRAV-     979,986.1   (mgal)                       NAVD 88
 JW0835
 JW0835  VERT ORDER  -  SECOND    CLASS 0
 JW0835
 JW0835.The horizontal coordinates were scaled from a topographic map and have
 JW0835.an estimated accuracy of +/- 6 seconds.
 JW0835
 JW0835.The orthometric height was determined by differential leveling
 JW0835.and adjusted by the National Geodetic Survey in June 1991..
 JW0835
 JW0835.The geoid height was determined by GEOID03.
 JW0835
 JW0835.The dynamic height is computed by dividing the NAVD 88
 JW0835.geopotential number by the normal gravity value computed on the
 JW0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0835.degrees latitude (g = 980.6199 gals.).
 JW0835
 JW0835.The modeled gravity was interpolated from observed gravity values.
 JW0835
 JW0835;                    North         East    Units  Estimated Accuracy
 JW0835;SPC WV N     -   100,490.      584,450.      MT  (+/- 180 meters Scaled)
 JW0835
 JW0835                          SUPERSEDED SURVEY CONTROL
 JW0835
 JW0835  NGVD 29 (??/??/92)  398.938  (m)         1308.85   (f) ADJ UNCH    2 0
 JW0835
 JW0835.Superseded values are not recommended for survey control.
 JW0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0835.See file dsdata.txt to determine how the superseded data were derived.
 JW0835
 JW0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD136625(NAD 83)
 JW0835_MARKER: DB = BENCH MARK DISK
 JW0835_SETTING: 80 = SET IN A BOULDER
 JW0835_SP_SET: BOULDER
 JW0835_STAMPING: H 24 1935
 JW0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0835+STABILITY: SURFACE MOTION
 JW0835
 JW0835  HISTORY     - Date     Condition        Report By
 JW0835  HISTORY     - 1935     MONUMENTED       CGS
 JW0835
 JW0835                          STATION DESCRIPTION
 JW0835
 JW0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0835'4.3 MI N FROM MANHEIM.
 JW0835'4.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0835'STATION AT MANHEIM, PRESTON COUNTY, 2 POLES SOUTH OF MILEAGE
 JW0835'SIGN 41.15, 6 FEET WEST OF THE CENTERLINE OF THE TRACK, AND IN
 JW0835'THE TOP OF A LARGE SANDSTONE BOULDER.  A STANDARD DISK, STAMPED
 JW0835'H 24 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0501 ***********************************************************************
 HX0501  DESIGNATION -  H 240
 HX0501  PID         -  HX0501
 HX0501  STATE/COUNTY-  WV/WEBSTER
 HX0501  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0501
 HX0501                         *CURRENT SURVEY CONTROL
 HX0501  ___________________________________________________________________
 HX0501* NAD 83(1986)-  38 24 15.     (N)    080 28 07.     (W)     SCALED    
 HX0501* NAVD 88     -       685.469  (meters)    2248.91   (feet)  ADJUSTED  
 HX0501  ___________________________________________________________________
 HX0501  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HX0501  DYNAMIC HT  -         684.940 (meters)    2247.17  (feet)  COMP
 HX0501  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 HX0501
 HX0501  VERT ORDER  -  SECOND    CLASS 0
 HX0501
 HX0501.The horizontal coordinates were scaled from a topographic map and have
 HX0501.an estimated accuracy of +/- 6 seconds.
 HX0501
 HX0501.The orthometric height was determined by differential leveling
 HX0501.and adjusted by the National Geodetic Survey in June 1991..
 HX0501
 HX0501.The geoid height was determined by GEOID03.
 HX0501
 HX0501.The dynamic height is computed by dividing the NAVD 88
 HX0501.geopotential number by the normal gravity value computed on the
 HX0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0501.degrees latitude (g = 980.6199 gals.).
 HX0501
 HX0501.The modeled gravity was interpolated from observed gravity values.
 HX0501
 HX0501;                    North         East    Units  Estimated Accuracy
 HX0501;SPC WV S     -   155,980.      646,410.      MT  (+/- 180 meters Scaled)
 HX0501
 HX0501                          SUPERSEDED SURVEY CONTROL
 HX0501
 HX0501  NGVD 29 (??/??/92)  685.620  (m)         2249.40   (f) ADJ UNCH    2 0
 HX0501
 HX0501.Superseded values are not recommended for survey control.
 HX0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0501.See file dsdata.txt to determine how the superseded data were derived.
 HX0501
 HX0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC463507(NAD 83)
 HX0501_MARKER: DB = BENCH MARK DISK
 HX0501_SETTING: 80 = SET IN A BOULDER
 HX0501_SP_SET: BOULDER
 HX0501_STAMPING: H 240 1962
 HX0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0501+STABILITY: SURFACE MOTION
 HX0501
 HX0501  HISTORY     - Date     Condition        Report By
 HX0501  HISTORY     - 1962     MONUMENTED       CGS
 HX0501
 HX0501                          STATION DESCRIPTION
 HX0501
 HX0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0501'5.5 MI E FROM COWEN.
 HX0501'5.5 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST BAPTIST
 HX0501'CHURCH AT COWEN, ON THE INSIDE OF A SHARP CURVE WITH TANGENTS
 HX0501'EXTENDING NORTH AND WEST, 30 FEET WEST OF CENTER LINE OF
 HX0501'HIGHWAY, 1.6 FEET SOUTH OF NORTH CORNER OF BOULDER, ABOUT 10
 HX0501'FEET ABOVE HIGHWAY LEVEL, AND SET ON TOP ON NORTH CORNER OF
 HX0501'EMBEDDED BOULDER THAT IS 18 FEET LONG-BY-12 FEET WIDE AND 3 1/2
 HX0501'FEET HIGH AT THE EAST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0832 ***********************************************************************
 HX0832  DESIGNATION -  H 241
 HX0832  PID         -  HX0832
 HX0832  STATE/COUNTY-  WV/WEBSTER
 HX0832  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0832
 HX0832                         *CURRENT SURVEY CONTROL
 HX0832  ___________________________________________________________________
 HX0832* NAD 83(1986)-  38 19 59.     (N)    080 27 55.     (W)     SCALED    
 HX0832* NAVD 88     -       761.886  (meters)    2499.62   (feet)  ADJUSTED  
 HX0832  ___________________________________________________________________
 HX0832  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HX0832  DYNAMIC HT  -         761.262 (meters)    2497.57  (feet)  COMP
 HX0832  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 HX0832
 HX0832  VERT ORDER  -  SECOND    CLASS 0
 HX0832
 HX0832.The horizontal coordinates were scaled from a topographic map and have
 HX0832.an estimated accuracy of +/- 6 seconds.
 HX0832
 HX0832.The orthometric height was determined by differential leveling
 HX0832.and adjusted by the National Geodetic Survey in June 1991..
 HX0832
 HX0832.The geoid height was determined by GEOID03.
 HX0832
 HX0832.The dynamic height is computed by dividing the NAVD 88
 HX0832.geopotential number by the normal gravity value computed on the
 HX0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0832.degrees latitude (g = 980.6199 gals.).
 HX0832
 HX0832.The modeled gravity was interpolated from observed gravity values.
 HX0832
 HX0832;                    North         East    Units  Estimated Accuracy
 HX0832;SPC WV S     -   148,090.      646,750.      MT  (+/- 180 meters Scaled)
 HX0832
 HX0832                          SUPERSEDED SURVEY CONTROL
 HX0832
 HX0832  NGVD 29 (??/??/92)  761.996  (m)         2499.98   (f) ADJ UNCH    2 0
 HX0832
 HX0832.Superseded values are not recommended for survey control.
 HX0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0832.See file dsdata.txt to determine how the superseded data were derived.
 HX0832
 HX0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC467429(NAD 83)
 HX0832_MARKER: DB = BENCH MARK DISK
 HX0832_SETTING: 80 = SET IN A BOULDER
 HX0832_SP_SET: BOULDER
 HX0832_STAMPING: H 241 1962
 HX0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0832+STABILITY: SURFACE MOTION
 HX0832
 HX0832  HISTORY     - Date     Condition        Report By
 HX0832  HISTORY     - 1962     MONUMENTED       CGS
 HX0832
 HX0832                          STATION DESCRIPTION
 HX0832
 HX0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0832'5.8 MI SE FROM DYER.
 HX0832'5.8 MILES SW AND SE ALONG FOREST SERVICE ROAD 101 FROM THE
 HX0832'FOOTBRIDGE OVER WILLIAMS RIVER AT DYER, ABOUT 0.1 MILE NORTHWEST
 HX0832'OF THE -Y- JUNCTION WITH FOREST SERVICE ROAD 76, ABOUT 65 FEET
 HX0832'NORTHWEST OF THE SOUTHWEST END OF A 2 FOOT STONE BOX CULVERT
 HX0832'IN A SMALL RAVINE, SET IN THE TOP OF THE EAST EDGE OF A ROCK
 HX0832'THAT IS ABOUT 25 FEET LONG, 10 FEET WIDE IN THE CENTER, 2 FOOT
 HX0832'HIGH, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 10.5
 HX0832'FEET NORTH OF THE SOUTH END OF THE ROCK, 1 FOOT WEST OF THE EAST
 HX0832'EDGE OF THE ROCK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0805 ***********************************************************************
 HX0805  DESIGNATION -  H 242
 HX0805  PID         -  HX0805
 HX0805  STATE/COUNTY-  WV/POCAHONTAS
 HX0805  USGS QUAD   -  LOBELIA (1995)
 HX0805
 HX0805                         *CURRENT SURVEY CONTROL
 HX0805  ___________________________________________________________________
 HX0805* NAD 83(1986)-  38 12 29.     (N)    080 16 58.     (W)     SCALED    
 HX0805* NAVD 88     -      1027.121  (meters)    3369.81   (feet)  ADJUSTED  
 HX0805  ___________________________________________________________________
 HX0805  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0805  DYNAMIC HT  -        1026.232 (meters)    3366.90  (feet)  COMP
 HX0805  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 HX0805
 HX0805  VERT ORDER  -  SECOND    CLASS 0
 HX0805
 HX0805.The horizontal coordinates were scaled from a topographic map and have
 HX0805.an estimated accuracy of +/- 6 seconds.
 HX0805
 HX0805.The orthometric height was determined by differential leveling
 HX0805.and adjusted by the National Geodetic Survey in June 1991..
 HX0805
 HX0805.The geoid height was determined by GEOID03.
 HX0805
 HX0805.The dynamic height is computed by dividing the NAVD 88
 HX0805.geopotential number by the normal gravity value computed on the
 HX0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0805.degrees latitude (g = 980.6199 gals.).
 HX0805
 HX0805.The modeled gravity was interpolated from observed gravity values.
 HX0805
 HX0805;                    North         East    Units  Estimated Accuracy
 HX0805;SPC WV S     -   134,320.      662,810.      MT  (+/- 180 meters Scaled)
 HX0805
 HX0805                          SUPERSEDED SURVEY CONTROL
 HX0805
 HX0805  NGVD 29 (??/??/92) 1027.181  (m)         3370.01   (f) ADJ UNCH    2 0
 HX0805
 HX0805.Superseded values are not recommended for survey control.
 HX0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0805.See file dsdata.txt to determine how the superseded data were derived.
 HX0805
 HX0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC627291(NAD 83)
 HX0805_MARKER: DB = BENCH MARK DISK
 HX0805_SETTING: 80 = SET IN A BOULDER
 HX0805_SP_SET: BOULDER
 HX0805_STAMPING: H 242 1962
 HX0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0805+STABILITY: SURFACE MOTION
 HX0805
 HX0805  HISTORY     - Date     Condition        Report By
 HX0805  HISTORY     - 1962     MONUMENTED       CGS
 HX0805
 HX0805                          STATION DESCRIPTION
 HX0805
 HX0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0805'9.2 MI NW FROM MILL POINT.
 HX0805'6.7 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF U.S.
 HX0805'HIGHWAY 219 AT MILL POINT, THENCE 2.5 MILES NORTHWEST ALONG
 HX0805'FOREST SERVICE ROAD 102, AT THE STEEL GATE ACROSS THE ROAD
 HX0805'AT THE ENTRANCE TO THE BACK COUNTRY AREA OF THE MONONGAHELA
 HX0805'NATIONAL FOREST, SET IN THE TOP OF THE NORTH END OF A ROCK THAT
 HX0805'IS ABOUT 8 FEET LONG, 4 FEET WIDE, 2.5 FEET HIGH, 96.6 FEET
 HX0805'SOUTHEAST OF THE SOUTHWEST ONE OF TWO STEEL GATE POST, 14 FEET
 HX0805'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 0.7 FEET SOUTH OF THE
 HX0805'NORTH END OF THE ROCK, AND ABOUT 2.5 FEET ABOVE THE LEVEL OF THE
 HX0805'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0806 ***********************************************************************
 HX0806  DESIGNATION -  H 242 RESET 1970
 HX0806  PID         -  HX0806
 HX0806  STATE/COUNTY-  WV/POCAHONTAS
 HX0806  USGS QUAD   -  LOBELIA (1995)
 HX0806
 HX0806                         *CURRENT SURVEY CONTROL
 HX0806  ___________________________________________________________________
 HX0806* NAD 83(1986)-  38 12 29.     (N)    080 16 58.     (W)     SCALED    
 HX0806* NAVD 88     -      1027.59   (+/-2cm)    3371.4    (feet)  VERTCON   
 HX0806  ___________________________________________________________________
 HX0806  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0806
 HX0806  VERT ORDER  -  THIRD (See Below)
 HX0806
 HX0806.The horizontal coordinates were scaled from a topographic map and have
 HX0806.an estimated accuracy of +/- 6 seconds.
 HX0806
 HX0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX0806.The vertical order pertains to the NGVD 29 superseded value.
 HX0806
 HX0806.The geoid height was determined by GEOID03.
 HX0806
 HX0806;                    North         East    Units  Estimated Accuracy
 HX0806;SPC WV S     -   134,320.      662,810.      MT  (+/- 180 meters Scaled)
 HX0806
 HX0806                          SUPERSEDED SURVEY CONTROL
 HX0806
 HX0806  NGVD 29 (09/25/03) 1027.64   (m)         3371.5    (f) RESET       3  
 HX0806
 HX0806.Superseded values are not recommended for survey control.
 HX0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0806.See file dsdata.txt to determine how the superseded data were derived.
 HX0806
 HX0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC627291(NAD 83)
 HX0806_MARKER: DB = BENCH MARK DISK
 HX0806_SETTING: 80 = SET IN A BOULDER
 HX0806_SP_SET: BOULDER
 HX0806_STAMPING: H 242 RESET 1970
 HX0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0806+STABILITY: SURFACE MOTION
 HX0806
 HX0806  HISTORY     - Date     Condition        Report By
 HX0806  HISTORY     - 1970     MONUMENTED       USFS
 HX0806
 HX0806                          STATION DESCRIPTION
 HX0806
 HX0806'DESCRIBED BY US FOREST SERVICE 1970
 HX0806'6.7 MI W FROM MILL POINT.
 HX0806'6.7 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX0806'U.S. HIGHWAY 219 AT MILL POINT, THENCE 2.5 MILES NORTHWEST
 HX0806'ALONG FOREST SERVICE ROAD 102, AT THE STEEL GATE ACROSS THE ROAD
 HX0806'AT THE ENTRANCE TO THE CRANBERRY BACK COUNTRY AREA OF THE
 HX0806'MONONGAHELA NATIONAL FOREST, SET IN THE TOP OF THE NORTH END
 HX0806'OF A ROCK THAT IS ABOUT FOUR FEET LONG, 2.5 FEET WIDE, 2 FEET
 HX0806'HIGH, 121 FEET SOUTHEAST OF THE SOUTHWEST ONE OF TWO STEEL
 HX0806'GATE POSTS, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 HX0806'1 FOOT SOUTH OF THE NORTH END OF ROCK AND ABOUT 2 FEET ABOVE
 HX0806'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0876 ***********************************************************************
 HX0876  DESIGNATION -  H 243
 HX0876  PID         -  HX0876
 HX0876  STATE/COUNTY-  WV/NICHOLAS
 HX0876  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0876
 HX0876                         *CURRENT SURVEY CONTROL
 HX0876  ___________________________________________________________________
 HX0876* NAD 83(1986)-  38 14 39.     (N)    080 28 10.     (W)     SCALED    
 HX0876* NAVD 88     -       797.611  (meters)    2616.83   (feet)  ADJUSTED  
 HX0876  ___________________________________________________________________
 HX0876  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX0876  DYNAMIC HT  -         796.962 (meters)    2614.70  (feet)  COMP
 HX0876  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 HX0876
 HX0876  VERT ORDER  -  SECOND    CLASS 0
 HX0876
 HX0876.The horizontal coordinates were scaled from a topographic map and have
 HX0876.an estimated accuracy of +/- 6 seconds.
 HX0876
 HX0876.The orthometric height was determined by differential leveling
 HX0876.and adjusted by the National Geodetic Survey in June 1991..
 HX0876
 HX0876.The geoid height was determined by GEOID03.
 HX0876
 HX0876.The dynamic height is computed by dividing the NAVD 88
 HX0876.geopotential number by the normal gravity value computed on the
 HX0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0876.degrees latitude (g = 980.6199 gals.).
 HX0876
 HX0876.The modeled gravity was interpolated from observed gravity values.
 HX0876
 HX0876;                    North         East    Units  Estimated Accuracy
 HX0876;SPC WV S     -   138,220.      646,440.      MT  (+/- 180 meters Scaled)
 HX0876
 HX0876                          SUPERSEDED SURVEY CONTROL
 HX0876
 HX0876  NGVD 29 (??/??/92)  797.728  (m)         2617.21   (f) ADJ UNCH    2 0
 HX0876
 HX0876.Superseded values are not recommended for survey control.
 HX0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0876.See file dsdata.txt to determine how the superseded data were derived.
 HX0876
 HX0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC464330(NAD 83)
 HX0876_MARKER: DB = BENCH MARK DISK
 HX0876_SETTING: 66 = SET IN ROCK OUTCROP
 HX0876_SP_SET: SLOPING ROCK
 HX0876_STAMPING: H 243 1962
 HX0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0876+STABILITY: POSITION/ELEVATION WELL
 HX0876
 HX0876  HISTORY     - Date     Condition        Report By
 HX0876  HISTORY     - 1962     MONUMENTED       CGS
 HX0876
 HX0876                          STATION DESCRIPTION
 HX0876
 HX0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0876'5.3 MI E FROM RICHWOOD.
 HX0876'5.3 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 HX0876'RICHWOOD, ABOUT 0.7 MILE EAST OF THE CENTER ONE OF THREE CONCRETE
 HX0876'BRIDGES OVER THE NORTH FORK OF THE CHERRY RIVER, ABOUT 0.3 MILE
 HX0876'NORTHWEST OF THE GREENBRIER AND NICHOLAS COUNTY LINE, SET ON
 HX0876'TOP OF A ROCK THAT IS ABOUT 20-FOOT WIDE AT THE GROUND AND SLOPES
 HX0876'UP TO A SHARP POINT AT THE TOP, 59 FEET SOUTHWEST OF THE CENTER
 HX0876'LINE OF THE HIGHWAY, 3.2 FEET SOUTHEAST OF THE NORTHWEST END OF
 HX0876'THE ROCK, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0666 ***********************************************************************
 HX0666  DESIGNATION -  H 244
 HX0666  PID         -  HX0666
 HX0666  STATE/COUNTY-  WV/WEBSTER
 HX0666  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0666
 HX0666                         *CURRENT SURVEY CONTROL
 HX0666  ___________________________________________________________________
 HX0666* NAD 83(1986)-  38 25 22.     (N)    080 22 45.     (W)     SCALED    
 HX0666* NAVD 88     -       716.182  (meters)    2349.67   (feet)  ADJUSTED  
 HX0666  ___________________________________________________________________
 HX0666  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX0666  DYNAMIC HT  -         715.626 (meters)    2347.85  (feet)  COMP
 HX0666  MODELED GRAV-     979,827.7   (mgal)                       NAVD 88
 HX0666
 HX0666  VERT ORDER  -  SECOND    CLASS 0
 HX0666
 HX0666.The horizontal coordinates were scaled from a topographic map and have
 HX0666.an estimated accuracy of +/- 6 seconds.
 HX0666
 HX0666.The orthometric height was determined by differential leveling
 HX0666.and adjusted by the National Geodetic Survey in June 1991..
 HX0666
 HX0666.The geoid height was determined by GEOID03.
 HX0666
 HX0666.The dynamic height is computed by dividing the NAVD 88
 HX0666.geopotential number by the normal gravity value computed on the
 HX0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0666.degrees latitude (g = 980.6199 gals.).
 HX0666
 HX0666.The modeled gravity was interpolated from observed gravity values.
 HX0666
 HX0666;                    North         East    Units  Estimated Accuracy
 HX0666;SPC WV S     -   158,100.      654,210.      MT  (+/- 180 meters Scaled)
 HX0666
 HX0666                          SUPERSEDED SURVEY CONTROL
 HX0666
 HX0666  NGVD 29 (??/??/92)  716.322  (m)         2350.13   (f) ADJ UNCH    2 0
 HX0666
 HX0666.Superseded values are not recommended for survey control.
 HX0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0666.See file dsdata.txt to determine how the superseded data were derived.
 HX0666
 HX0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC541529(NAD 83)
 HX0666_MARKER: DB = BENCH MARK DISK
 HX0666_SETTING: 66 = SET IN ROCK OUTCROP
 HX0666_SP_SET: PROJECTING ROCK
 HX0666_STAMPING: H 244 1962
 HX0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0666+STABILITY: POSITION/ELEVATION WELL
 HX0666
 HX0666  HISTORY     - Date     Condition        Report By
 HX0666  HISTORY     - 1962     MONUMENTED       CGS
 HX0666
 HX0666                          STATION DESCRIPTION
 HX0666
 HX0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0666'5.6 MI SE FROM BOLAIR.
 HX0666'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0666'BOLAIR, THENCE ABOUT 5.4 MILES SOUTHEAST ALONG GAULEY RIVER ROAD,
 HX0666'ABOUT 0.9 MILE SOUTHEAST OF LAUREL CREEK, ON THE INSIDE OF A
 HX0666'SHARP CURVE WITH TANGENTS EXTENDING TO THE NORTH AND EAST, SET
 HX0666'ON TOP OF THE WEST EDGE OF A ROCK THAT IS ABOUT 20 FOOT LONG
 HX0666'AND 4 FOOT HIGH AND IS UNDER GROUND ON THE EAST SIDE, 49.4 FEET
 HX0666'NORTHEAST OF THE CENTER LINE OF THE ROAD, 5.4 FEET NORTH OF THE
 HX0666'SOUTHWEST CORNER OF THE ROCK, 0.6 FOOT EAST OF THE WEST EDGE OF
 HX0666'THE ROCK, AND ABOUT 20 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0617 ***********************************************************************
 HX0617  DESIGNATION -  H 245
 HX0617  PID         -  HX0617
 HX0617  STATE/COUNTY-  WV/POCAHONTAS
 HX0617  USGS QUAD   -  EDRAY (1995)
 HX0617
 HX0617                         *CURRENT SURVEY CONTROL
 HX0617  ___________________________________________________________________
 HX0617* NAD 83(1986)-  38 17 59.     (N)    080 05 47.     (W)     SCALED    
 HX0617* NAVD 88     -      1014.337  (meters)    3327.87   (feet)  ADJUSTED  
 HX0617  ___________________________________________________________________
 HX0617  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HX0617  DYNAMIC HT  -        1013.479 (meters)    3325.06  (feet)  COMP
 HX0617  MODELED GRAV-     979,746.9   (mgal)                       NAVD 88
 HX0617
 HX0617  VERT ORDER  -  FIRST     CLASS II
 HX0617
 HX0617.The horizontal coordinates were scaled from a topographic map and have
 HX0617.an estimated accuracy of +/- 6 seconds.
 HX0617
 HX0617.The orthometric height was determined by differential leveling
 HX0617.and adjusted by the National Geodetic Survey in June 1991..
 HX0617
 HX0617.The geoid height was determined by GEOID03.
 HX0617
 HX0617.The dynamic height is computed by dividing the NAVD 88
 HX0617.geopotential number by the normal gravity value computed on the
 HX0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0617.degrees latitude (g = 980.6199 gals.).
 HX0617
 HX0617.The modeled gravity was interpolated from observed gravity values.
 HX0617
 HX0617;                    North         East    Units  Estimated Accuracy
 HX0617;SPC WV S     -   144,640.      679,040.      MT  (+/- 180 meters Scaled)
 HX0617
 HX0617                          SUPERSEDED SURVEY CONTROL
 HX0617
 HX0617  NGVD 29 (??/??/92) 1014.405  (m)         3328.09   (f) ADJ UNCH    1 2
 HX0617
 HX0617.Superseded values are not recommended for survey control.
 HX0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0617.See file dsdata.txt to determine how the superseded data were derived.
 HX0617
 HX0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC790394(NAD 83)
 HX0617_MARKER: DB = BENCH MARK DISK
 HX0617_SETTING: 66 = SET IN ROCK OUTCROP
 HX0617_SP_SET: ROCK OUTCROP
 HX0617_STAMPING: H 245 1962
 HX0617_MARK LOGO: CGS   
 HX0617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0617+STABILITY: POSITION/ELEVATION WELL
 HX0617
 HX0617  HISTORY     - Date     Condition        Report By
 HX0617  HISTORY     - 1962     MONUMENTED       CGS
 HX0617  HISTORY     - 1983     GOOD             NGS
 HX0617
 HX0617                          STATION DESCRIPTION
 HX0617
 HX0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0617'6.2 MI N FROM MARLINTON.
 HX0617'6.15 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST
 HX0617'END OF THE STATE HIGHWAY 39 BRIDGE OVER GREENBRIER RIVER AT
 HX0617'MARLINTON, ABOUT 0.55 MILE SOUTH OF THE SUMMIT OF ELK MOUNTAIN,
 HX0617'SET VERTICALLY IN THE EAST FACE OF A ROCK OUTCROP ABOUT 6-FOOT
 HX0617'LONG AND 4-FOOT HIGH IN A LONG DEEP CUT ABOUT 40-FOOT HIGH ON
 HX0617'THE INSIDE OF A SHARP CURVE WITH TANGENTS EXTENDING TO THE
 HX0617'NORTHWEST AND SOUTHWEST, 29 1/2 FEET NORTHWEST OF THE CENTER
 HX0617'LINE OF THE HIGHWAY, 13 FEET WEST OF THE SOUTH CORNER OF A
 HX0617'CONCRETE HEAD WALL TO A 30-INCH PIPE AND CATCH BASIN, 124 FEET
 HX0617'NORTHEAST OF THE SOUTHWEST END OF THE ROCK CUT, 100 FEET SOUTHWEST
 HX0617'OF THE APPROXIMATE CENTER OF THE CURVE, ABOUT 2 FEET ABOVE
 HX0617'THE GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX0617
 HX0617                          STATION RECOVERY (1983)
 HX0617
 HX0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0758 ***********************************************************************
 HX0758  DESIGNATION -  H 246
 HX0758  PID         -  HX0758
 HX0758  STATE/COUNTY-  WV/WEBSTER
 HX0758  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0758
 HX0758                         *CURRENT SURVEY CONTROL
 HX0758  ___________________________________________________________________
 HX0758* NAD 83(1986)-  38 20 11.     (N)    080 22 24.     (W)     SCALED    
 HX0758* NAVD 88     -       728.203  (meters)    2389.11   (feet)  ADJUSTED  
 HX0758  ___________________________________________________________________
 HX0758  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HX0758  DYNAMIC HT  -         727.618 (meters)    2387.19  (feet)  COMP
 HX0758  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 HX0758
 HX0758  VERT ORDER  -  SECOND    CLASS 0
 HX0758
 HX0758.The horizontal coordinates were scaled from a topographic map and have
 HX0758.an estimated accuracy of +/- 6 seconds.
 HX0758
 HX0758.The orthometric height was determined by differential leveling
 HX0758.and adjusted by the National Geodetic Survey in June 1991..
 HX0758
 HX0758.The geoid height was determined by GEOID03.
 HX0758
 HX0758.The dynamic height is computed by dividing the NAVD 88
 HX0758.geopotential number by the normal gravity value computed on the
 HX0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0758.degrees latitude (g = 980.6199 gals.).
 HX0758
 HX0758.The modeled gravity was interpolated from observed gravity values.
 HX0758
 HX0758;                    North         East    Units  Estimated Accuracy
 HX0758;SPC WV S     -   148,510.      654,790.      MT  (+/- 180 meters Scaled)
 HX0758
 HX0758                          SUPERSEDED SURVEY CONTROL
 HX0758
 HX0758  NGVD 29 (??/??/92)  728.316  (m)         2389.48   (f) ADJ UNCH    2 0
 HX0758
 HX0758.Superseded values are not recommended for survey control.
 HX0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0758.See file dsdata.txt to determine how the superseded data were derived.
 HX0758
 HX0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC547433(NAD 83)
 HX0758_MARKER: DB = BENCH MARK DISK
 HX0758_SETTING: 66 = SET IN ROCK OUTCROP
 HX0758_SP_SET: ROCK LEDGE
 HX0758_STAMPING: H 246 1962
 HX0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0758+STABILITY: POSITION/ELEVATION WELL
 HX0758
 HX0758  HISTORY     - Date     Condition        Report By
 HX0758  HISTORY     - 1962     MONUMENTED       CGS
 HX0758
 HX0758                          STATION DESCRIPTION
 HX0758
 HX0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0758'7.2 MI SE FROM DYER.
 HX0758'6.75 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD (BLACK TOP AND
 HX0758'GRADED) FROM THE METHODIST CHURCH AT DYER, THENCE ABOUT 0.5
 HX0758'MILES SOUTHEAST ALONG U.S. FOREST ROAD 108, ABOUT 0.5 MILE
 HX0758'SOUTHEAST OF THE EAST END OF THE WILLIAMS RIVER ROAD BRIDGE
 HX0758'ACROSS WILLIAMS RIVER, ABOUT 0.2 MILE SOUTHEAST OF JUNCTION OF
 HX0758'DIRT ROAD LEADING SOUTHWEST TO LITTLE FORK, SET VERTICALLY IN
 HX0758'THE SOUTH FACE OF A ROCK LEDGE 8-FEET LONG ON THE NORTHEAST SIDE
 HX0758'OF SHEEP PEN RUN, AT LOCKED GATE WHERE PUBLIC CAR TRAVEL ENDS,
 HX0758'78 FEET NORTHEAST OF AND ACROSS SHEEP PEN RUN FROM THE CENTER
 HX0758'LINE OF THE ROAD, 132 FEET EAST OF CENTER LINE OF LOCKED GATE,
 HX0758'158 FEET EAST OF AND ACROSS THE ROAD FROM THE EAST CORNER OF A
 HX0758'SMALL WHITE FOREST SERVICE CABIN, ABOUT LEVEL WITH THE ROAD, AND
 HX0758'ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0723 ***********************************************************************
 HX0723  DESIGNATION -  H 247
 HX0723  PID         -  HX0723
 HX0723  STATE/COUNTY-  WV/POCAHONTAS
 HX0723  USGS QUAD   -  WOODROW (1995)
 HX0723
 HX0723                         *CURRENT SURVEY CONTROL
 HX0723  ___________________________________________________________________
 HX0723* NAD 83(1986)-  38 19 37.     (N)    080 12 50.     (W)     SCALED    
 HX0723* NAVD 88     -       917.086  (meters)    3008.81   (feet)  ADJUSTED  
 HX0723  ___________________________________________________________________
 HX0723  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0723  DYNAMIC HT  -         916.322 (meters)    3006.30  (feet)  COMP
 HX0723  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 HX0723
 HX0723  VERT ORDER  -  SECOND    CLASS 0
 HX0723
 HX0723.The horizontal coordinates were scaled from a topographic map and have
 HX0723.an estimated accuracy of +/- 6 seconds.
 HX0723
 HX0723.The orthometric height was determined by differential leveling
 HX0723.and adjusted by the National Geodetic Survey in June 1991..
 HX0723
 HX0723.The geoid height was determined by GEOID03.
 HX0723
 HX0723.The dynamic height is computed by dividing the NAVD 88
 HX0723.geopotential number by the normal gravity value computed on the
 HX0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0723.degrees latitude (g = 980.6199 gals.).
 HX0723
 HX0723.The modeled gravity was interpolated from observed gravity values.
 HX0723
 HX0723;                    North         East    Units  Estimated Accuracy
 HX0723;SPC WV S     -   147,570.      668,730.      MT  (+/- 180 meters Scaled)
 HX0723
 HX0723                          SUPERSEDED SURVEY CONTROL
 HX0723
 HX0723  NGVD 29 (??/??/92)  917.158  (m)         3009.04   (f) ADJ UNCH    2 0
 HX0723
 HX0723.Superseded values are not recommended for survey control.
 HX0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0723.See file dsdata.txt to determine how the superseded data were derived.
 HX0723
 HX0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC687423(NAD 83)
 HX0723_MARKER: DB = BENCH MARK DISK
 HX0723_SETTING: 0 = UNSPECIFIED SETTING
 HX0723_STAMPING: H 247 1962
 HX0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0723
 HX0723  HISTORY     - Date     Condition        Report By
 HX0723  HISTORY     - 1962     MONUMENTED       CGS
 HX0723
 HX0723                          STATION DESCRIPTION
 HX0723
 HX0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0723'6.6 MI NW FROM WOODROW.
 HX0723'1.35 MILES NORTHWEST ALONG BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0723'AT WOODROW, THENCE ABOUT 3.8 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0723'ROAD 76, THENCE ABOUT 1.4 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0723'ROAD 86, ABOUT 0.65 MILES SOUTHEAST OF A CONCRETE BRIDGE OVER
 HX0723'SUGAR CREEK, SET IN A SMALL PICNIC AND CAMPING AREA, 48 FEET
 HX0723'NORTHEAST OF THE CENTER LINE OF THE ROAD, 73.5 FEET EAST OF THE
 HX0723'NORTHEAST END OF A 24-INCH GALVANIZED PIPE UNDER THE ROAD, 12
 HX0723'FEET NORTHWEST OF THE CENTER LINE OF A DIRT DRIVE IN AND OUT
 HX0723'OF THE CAMPING AREA, 26 FEET NORTHWEST OF THE NORTHWEST CORNER
 HX0723'OF A SMALL CONCRETE GRILL FOR COOKING, 5 FEET SOUTH OF AN 8-INCH
 HX0723'BIRCH TREE (ONE OF SEVERAL), ABOUT 1.8 FEET SOUTHEAST OF A
 HX0723'STEEL WITNESS POST, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 HX0723'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0696 ***********************************************************************
 HX0696  DESIGNATION -  H 248
 HX0696  PID         -  HX0696
 HX0696  STATE/COUNTY-  WV/POCAHONTAS
 HX0696  USGS QUAD   -  SHARP KNOB (1995)
 HX0696
 HX0696                         *CURRENT SURVEY CONTROL
 HX0696  ___________________________________________________________________
 HX0696* NAD 83(1986)-  38 25 46.     (N)    080 09 40.     (W)     SCALED    
 HX0696* NAVD 88     -      1304.337  (meters)    4279.31   (feet)  ADJUSTED  
 HX0696  ___________________________________________________________________
 HX0696  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0696  DYNAMIC HT  -        1303.309 (meters)    4275.94  (feet)  COMP
 HX0696  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 HX0696
 HX0696  VERT ORDER  -  SECOND    CLASS 0
 HX0696
 HX0696.The horizontal coordinates were scaled from a topographic map and have
 HX0696.an estimated accuracy of +/- 6 seconds.
 HX0696
 HX0696.The orthometric height was determined by differential leveling
 HX0696.and adjusted by the National Geodetic Survey in June 1991..
 HX0696
 HX0696.The geoid height was determined by GEOID03.
 HX0696
 HX0696.The dynamic height is computed by dividing the NAVD 88
 HX0696.geopotential number by the normal gravity value computed on the
 HX0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0696.degrees latitude (g = 980.6199 gals.).
 HX0696
 HX0696.The modeled gravity was interpolated from observed gravity values.
 HX0696
 HX0696;                    North         East    Units  Estimated Accuracy
 HX0696;SPC WV S     -   158,990.      673,240.      MT  (+/- 180 meters Scaled)
 HX0696
 HX0696                          SUPERSEDED SURVEY CONTROL
 HX0696
 HX0696  NGVD 29 (??/??/92) 1304.463  (m)         4279.73   (f) ADJ UNCH    2 0
 HX0696
 HX0696.Superseded values are not recommended for survey control.
 HX0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0696.See file dsdata.txt to determine how the superseded data were derived.
 HX0696
 HX0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC732537(NAD 83)
 HX0696_MARKER: DB = BENCH MARK DISK
 HX0696_SETTING: 66 = SET IN ROCK OUTCROP
 HX0696_SP_SET: ROCK LEDGE
 HX0696_STAMPING: H 248 1962
 HX0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0696+STABILITY: POSITION/ELEVATION WELL
 HX0696
 HX0696  HISTORY     - Date     Condition        Report By
 HX0696  HISTORY     - 1962     MONUMENTED       CGS
 HX0696
 HX0696                          STATION DESCRIPTION
 HX0696
 HX0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0696'6 MI W FROM SLATY FORK.
 HX0696'4.6 MILES NORTHWEST ALONG ABANDONED RAILWAY BED (TRAIL) FROM
 HX0696'THE POST OFFICE AT SLATY FORK, THENCE ABOUT 1.4 MILES SOUTHWEST
 HX0696'ALONG U.S. FORESTRY ROAD 24, ABOUT 0.4 MILES NORTHEAST OF THE
 HX0696'JUNCTION OF U.S. FORESTRY ROAD 24-A LEADING NORTHWEST TO SHARP
 HX0696'KNOB LOOKOUT TOWER, SET ON THE TOP OF A ROCK LEDGE ABOUT 12
 HX0696'BY 3 FEET WIDE PROJECTING OUT OF THE WEST ROAD BANK, 11 FEET
 HX0696'WEST OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET NORTH OF THE
 HX0696'VISIBLE PORTION OF THE SOUTH END OF LEDGE, 0.6 FEET WEST OF THE
 HX0696'EAST EDGE OF ROCK LEDGE, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 HX0696'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0576 ***********************************************************************
 HX0576  DESIGNATION -  H 249
 HX0576  PID         -  HX0576
 HX0576  STATE/COUNTY-  WV/GREENBRIER
 HX0576  USGS QUAD   -  DROOP (1995)
 HX0576
 HX0576                         *CURRENT SURVEY CONTROL
 HX0576  ___________________________________________________________________
 HX0576* NAD 83(1986)-  38 01 34.     (N)    080 17 38.     (W)     SCALED    
 HX0576* NAVD 88     -       583.728  (meters)    1915.11   (feet)  ADJUSTED  
 HX0576  ___________________________________________________________________
 HX0576  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HX0576  DYNAMIC HT  -         583.233 (meters)    1913.49  (feet)  COMP
 HX0576  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 HX0576
 HX0576  VERT ORDER  -  FIRST     CLASS II
 HX0576
 HX0576.The horizontal coordinates were scaled from a topographic map and have
 HX0576.an estimated accuracy of +/- 6 seconds.
 HX0576
 HX0576.The orthometric height was determined by differential leveling
 HX0576.and adjusted by the National Geodetic Survey in June 1991..
 HX0576
 HX0576.The geoid height was determined by GEOID03.
 HX0576
 HX0576.The dynamic height is computed by dividing the NAVD 88
 HX0576.geopotential number by the normal gravity value computed on the
 HX0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0576.degrees latitude (g = 980.6199 gals.).
 HX0576
 HX0576.The modeled gravity was interpolated from observed gravity values.
 HX0576
 HX0576;                    North         East    Units  Estimated Accuracy
 HX0576;SPC WV S     -   114,120.      661,990.      MT  (+/- 180 meters Scaled)
 HX0576
 HX0576                          SUPERSEDED SURVEY CONTROL
 HX0576
 HX0576  NGVD 29 (??/??/92)  583.835  (m)         1915.47   (f) ADJ UNCH    1 2
 HX0576
 HX0576.Superseded values are not recommended for survey control.
 HX0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0576.See file dsdata.txt to determine how the superseded data were derived.
 HX0576
 HX0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC619089(NAD 83)
 HX0576_MARKER: DB = BENCH MARK DISK
 HX0576_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX0576_STAMPING: H 249 1962
 HX0576_MARK LOGO: CGS   
 HX0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0576+STABILITY: SURFACE MOTION
 HX0576
 HX0576  HISTORY     - Date     Condition        Report By
 HX0576  HISTORY     - 1962     MONUMENTED       CGS
 HX0576  HISTORY     - 1983     GOOD             NGS
 HX0576  HISTORY     - 1983     GOOD             NGS
 HX0576  HISTORY     - 1983     GOOD             NGS
 HX0576
 HX0576                          STATION DESCRIPTION
 HX0576
 HX0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0576'AT HORROCK.
 HX0576'AT HORROCK, ABOUT 0.35 MILES WEST OF MILE-POST 30, SET ON TOP OF
 HX0576'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE 296
 HX0576'AT A GRADED ROAD CROSSING AT HORROCK, 6 FEET NORTH OF THE NORTH
 HX0576'RAIL OF MAIN TRACK, 106 FEET WEST OF THE CENTER LINE OF THE CROSSING,
 HX0576'0.9 FEET SOUTH OF THE NORTH END OF THE ABUTMENT, AND ABOUT 2 FEET
 HX0576'BELOW THE LEVEL OF THE RAIL.
 HX0576
 HX0576                          STATION RECOVERY (1983)
 HX0576
 HX0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0576'RECOVERED IN GOOD CONDITION.
 HX0576
 HX0576                          STATION RECOVERY (1983)
 HX0576
 HX0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0576'RECOVERED IN GOOD CONDITION.
 HX0576
 HX0576                          STATION RECOVERY (1983)
 HX0576
 HX0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2698 ***********************************************************************
 HX2698  DESIGNATION -  H 25
 HX2698  PID         -  HX2698
 HX2698  STATE/COUNTY-  WV/JACKSON
 HX2698  USGS QUAD   -  SANDYVILLE (1988)
 HX2698
 HX2698                         *CURRENT SURVEY CONTROL
 HX2698  ___________________________________________________________________
 HX2698* NAD 83(1986)-  38 55 11.     (N)    081 42 36.     (W)     SCALED    
 HX2698* NAVD 88     -       177.265  (meters)     581.58   (feet)  ADJUSTED  
 HX2698  ___________________________________________________________________
 HX2698  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 HX2698  DYNAMIC HT  -         177.151 (meters)     581.20  (feet)  COMP
 HX2698  MODELED GRAV-     979,979.0   (mgal)                       NAVD 88
 HX2698
 HX2698  VERT ORDER  -  SECOND    CLASS 0
 HX2698
 HX2698.The horizontal coordinates were scaled from a topographic map and have
 HX2698.an estimated accuracy of +/- 6 seconds.
 HX2698
 HX2698.The orthometric height was determined by differential leveling
 HX2698.and adjusted by the National Geodetic Survey in June 1991..
 HX2698
 HX2698.The geoid height was determined by GEOID03.
 HX2698
 HX2698.The dynamic height is computed by dividing the NAVD 88
 HX2698.geopotential number by the normal gravity value computed on the
 HX2698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2698.degrees latitude (g = 980.6199 gals.).
 HX2698
 HX2698.The modeled gravity was interpolated from observed gravity values.
 HX2698
 HX2698;                    North         East    Units  Estimated Accuracy
 HX2698;SPC WV S     -   213,310.      538,430.      MT  (+/- 180 meters Scaled)
 HX2698
 HX2698                          SUPERSEDED SURVEY CONTROL
 HX2698
 HX2698  NGVD 29 (??/??/92)  177.43   (m)          582.1    (f) COMPUTED    2 0
 HX2698
 HX2698.Superseded values are not recommended for survey control.
 HX2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2698.See file dsdata.txt to determine how the superseded data were derived.
 HX2698
 HX2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD384081(NAD 83)
 HX2698_MARKER: DB = BENCH MARK DISK
 HX2698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2698_STAMPING: H 25 1935
 HX2698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2698+STABILITY: SURFACE MOTION
 HX2698
 HX2698  HISTORY     - Date     Condition        Report By
 HX2698  HISTORY     - 1935     MONUMENTED       CGS
 HX2698  HISTORY     - 1956     MARK NOT FOUND   NGS
 HX2698
 HX2698                          STATION DESCRIPTION
 HX2698
 HX2698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2698'3.4 MI SE FROM RAVENSWOOD.
 HX2698'3.4 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2698'R.S. AND G. JUNCTION AT RAVENSWOOD, JACKSON COUNTY, AT THE SECOND
 HX2698'POLE WEST OF POLE 3+35, 50 FEET SOUTHWEST OF THE CENTERLINE OF
 HX2698'STATE HIGHWAY 56, 22 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 HX2698'AND 4 FEET NORTH OF A RIVER BANK.  A STANDARD DISK, STAMPED H 25
 HX2698'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE BANK
 HX2698'BETWEEN TRACK AND RIVER HAS BEEN FILLED IN AND THE MARK MAY
 HX2698'STILL BE INTACT BUT COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0900 ***********************************************************************
 HX0900  DESIGNATION -  H 250
 HX0900  PID         -  HX0900
 HX0900  STATE/COUNTY-  WV/POCAHONTAS
 HX0900  USGS QUAD   -  DROOP (1995)
 HX0900
 HX0900                         *CURRENT SURVEY CONTROL
 HX0900  ___________________________________________________________________
 HX0900* NAD 83(1986)-  38 05 22.     (N)    080 18 24.     (W)     SCALED    
 HX0900* NAVD 88     -       786.911  (meters)    2581.72   (feet)  ADJUSTED  
 HX0900  ___________________________________________________________________
 HX0900  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX0900  DYNAMIC HT  -         786.257 (meters)    2579.58  (feet)  COMP
 HX0900  MODELED GRAV-     979,771.7   (mgal)                       NAVD 88
 HX0900
 HX0900  VERT ORDER  -  SECOND    CLASS 0
 HX0900
 HX0900.The horizontal coordinates were scaled from a topographic map and have
 HX0900.an estimated accuracy of +/- 6 seconds.
 HX0900
 HX0900.The orthometric height was determined by differential leveling
 HX0900.and adjusted by the National Geodetic Survey in June 1991..
 HX0900
 HX0900.The geoid height was determined by GEOID03.
 HX0900
 HX0900.The dynamic height is computed by dividing the NAVD 88
 HX0900.geopotential number by the normal gravity value computed on the
 HX0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0900.degrees latitude (g = 980.6199 gals.).
 HX0900
 HX0900.The modeled gravity was interpolated from observed gravity values.
 HX0900
 HX0900;                    North         East    Units  Estimated Accuracy
 HX0900;SPC WV S     -   121,140.      660,820.      MT  (+/- 180 meters Scaled)
 HX0900
 HX0900                          SUPERSEDED SURVEY CONTROL
 HX0900
 HX0900  NGVD 29 (??/??/92)  787.009  (m)         2582.05   (f) ADJ UNCH    2 0
 HX0900
 HX0900.Superseded values are not recommended for survey control.
 HX0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0900.See file dsdata.txt to determine how the superseded data were derived.
 HX0900
 HX0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC607159(NAD 83)
 HX0900_MARKER: DB = BENCH MARK DISK
 HX0900_SETTING: 0 = UNSPECIFIED SETTING
 HX0900_STAMPING: H 250 1962
 HX0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0900
 HX0900  HISTORY     - Date     Condition        Report By
 HX0900  HISTORY     - 1962     MONUMENTED       CGS
 HX0900  HISTORY     - 1983     GOOD             NGS
 HX0900
 HX0900                          STATION DESCRIPTION
 HX0900
 HX0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0900'4.8 MI S FROM LOBELIA.
 HX0900'4.15 MILES SOUTH ALONG BLACK TOP ROAD FROM THE JUNCTION OF
 HX0900'GRADED ROAD AT LOBELIA, THENCE ABOUT 0.65 MILES SOUTHWEST ALONG
 HX0900'BLACK TOP AND GRADED ROAD, ABOUT 0.45 MILES SOUTHWEST OF THE
 HX0900'HILL CHAPEL METHODIST CHURCH AND SMALL CEMETERY, SET AT THE
 HX0900'JUNCTION OF A DIRT ROAD LEADING SOUTH TO FRIARS HOLE AT THE BLACK
 HX0900'TOP ENDING AND THE DIRT ROAD CONTINUES, 26 FEET NORTH BY
 HX0900'NORTHWEST OF THE CENTER LINE OF THE ROAD, 160 FEET NORTHEAST OF
 HX0900'THE CENTER LINE OF THE JUNCTION, 8 FEET NORTH BY NORTHWEST OF
 HX0900'THE PROPERTY FENCE LINE, 3 1/2 FEET SOUTHWEST OF A POWER LINE
 HX0900'POLE (FIRST ONE NORTHEAST OF THE JUNCTION, ABOUT 1.5 FEET
 HX0900'NORTHEAST OF A STEEL WITNESS POST, AND ABOUT 2 FEET ABOVE THE
 HX0900'LEVEL OF THE ROAD.
 HX0900
 HX0900                          STATION RECOVERY (1983)
 HX0900
 HX0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0791 ***********************************************************************
 HX0791  DESIGNATION -  H 251
 HX0791  PID         -  HX0791
 HX0791  STATE/COUNTY-  WV/POCAHONTAS
 HX0791  USGS QUAD   -  WOODROW (1995)
 HX0791
 HX0791                         *CURRENT SURVEY CONTROL
 HX0791  ___________________________________________________________________
 HX0791* NAD 83(1986)-  38 16 30.     (N)    080 14 38.     (W)     SCALED    
 HX0791* NAVD 88     -      1368.144  (meters)    4488.65   (feet)  ADJUSTED  
 HX0791  ___________________________________________________________________
 HX0791  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HX0791  DYNAMIC HT  -        1367.013 (meters)    4484.94  (feet)  COMP
 HX0791  MODELED GRAV-     979,751.4   (mgal)                       NAVD 88
 HX0791
 HX0791  VERT ORDER  -  SECOND    CLASS 0
 HX0791
 HX0791.The horizontal coordinates were scaled from a topographic map and have
 HX0791.an estimated accuracy of +/- 6 seconds.
 HX0791
 HX0791.The orthometric height was determined by differential leveling
 HX0791.and adjusted by the National Geodetic Survey in June 1991..
 HX0791
 HX0791.The geoid height was determined by GEOID03.
 HX0791
 HX0791.The dynamic height is computed by dividing the NAVD 88
 HX0791.geopotential number by the normal gravity value computed on the
 HX0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0791.degrees latitude (g = 980.6199 gals.).
 HX0791
 HX0791.The modeled gravity was interpolated from observed gravity values.
 HX0791
 HX0791;                    North         East    Units  Estimated Accuracy
 HX0791;SPC WV S     -   141,780.      666,160.      MT  (+/- 180 meters Scaled)
 HX0791
 HX0791                          SUPERSEDED SURVEY CONTROL
 HX0791
 HX0791  NGVD 29 (??/??/92) 1368.249  (m)         4489.00   (f) ADJ UNCH    2 0
 HX0791
 HX0791.Superseded values are not recommended for survey control.
 HX0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0791.See file dsdata.txt to determine how the superseded data were derived.
 HX0791
 HX0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC661365(NAD 83)
 HX0791_MARKER: DB = BENCH MARK DISK
 HX0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0791_STAMPING: H 251 1962
 HX0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0791+STABILITY: SURFACE MOTION
 HX0791
 HX0791  HISTORY     - Date     Condition        Report By
 HX0791  HISTORY     - 1962     MONUMENTED       CGS
 HX0791
 HX0791                          STATION DESCRIPTION
 HX0791
 HX0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0791'12.6 MI W FROM WOODROW.
 HX0791'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0791'GRADE SCHOOL, THENCE 11.25 MILES NORTHWEST AND SOUTHWEST ALONG
 HX0791'U.S. FORESTRY ROAD 76, AT THE INTERSECTION OF BLACK MOUNTAIN
 HX0791'TRAIL, 42 FEET EAST OF THE CENTER LINE OF THE ROAD, 71 FEET
 HX0791'SOUTHEAST OF THE CENTER OF INTERSECTION OF THE EAST AND WEST
 HX0791'TRAIL, 62 FEET SOUTH OF THE CENTER LINE OF THE TRAIL LEADING
 HX0791'EAST, 79 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A 18-INCH
 HX0791'TRIANGULAR BLAZED SPRUCE TREE, 2.5 FEET SOUTH OF A STEEL WITNESS
 HX0791'POST, 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF
 HX0791'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0789 ***********************************************************************
 HX0789  DESIGNATION -  H 252
 HX0789  PID         -  HX0789
 HX0789  STATE/COUNTY-  WV/POCAHONTAS
 HX0789  USGS QUAD   -  WOODROW (1995)
 HX0789
 HX0789                         *CURRENT SURVEY CONTROL
 HX0789  ___________________________________________________________________
 HX0789* NAD 83(1986)-  38 17 21.     (N)    080 14 58.     (W)     SCALED    
 HX0789* NAVD 88     -      1281.536  (meters)    4204.51   (feet)  ADJUSTED  
 HX0789  ___________________________________________________________________
 HX0789  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0789  DYNAMIC HT  -        1280.478 (meters)    4201.03  (feet)  COMP
 HX0789  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 HX0789
 HX0789  VERT ORDER  -  SECOND    CLASS 0
 HX0789
 HX0789.The horizontal coordinates were scaled from a topographic map and have
 HX0789.an estimated accuracy of +/- 6 seconds.
 HX0789
 HX0789.The orthometric height was determined by differential leveling
 HX0789.and adjusted by the National Geodetic Survey in June 1991..
 HX0789
 HX0789.The geoid height was determined by GEOID03.
 HX0789
 HX0789.The dynamic height is computed by dividing the NAVD 88
 HX0789.geopotential number by the normal gravity value computed on the
 HX0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0789.degrees latitude (g = 980.6199 gals.).
 HX0789
 HX0789.The modeled gravity was interpolated from observed gravity values.
 HX0789
 HX0789;                    North         East    Units  Estimated Accuracy
 HX0789;SPC WV S     -   143,350.      665,660.      MT  (+/- 180 meters Scaled)
 HX0789
 HX0789                          SUPERSEDED SURVEY CONTROL
 HX0789
 HX0789  NGVD 29 (??/??/92) 1281.634  (m)         4204.83   (f) ADJ UNCH    2 0
 HX0789
 HX0789.Superseded values are not recommended for survey control.
 HX0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0789.See file dsdata.txt to determine how the superseded data were derived.
 HX0789
 HX0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC656381(NAD 83)
 HX0789_MARKER: DB = BENCH MARK DISK
 HX0789_SETTING: 80 = SET IN A BOULDER
 HX0789_SP_SET: BOULDER
 HX0789_STAMPING: H 252 1962
 HX0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0789+STABILITY: SURFACE MOTION
 HX0789
 HX0789  HISTORY     - Date     Condition        Report By
 HX0789  HISTORY     - 1962     MONUMENTED       CGS
 HX0789
 HX0789                          STATION DESCRIPTION
 HX0789
 HX0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0789'11 MI NW FROM WOODROW.
 HX0789'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0789'GRADE SCHOOL, THENCE 9.7 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0789'ROAD 76, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING TO THE
 HX0789'SOUTHEAST AND NORTHWEST, SET VERTICALLY IN THE SOUTHWEST FACE OF
 HX0789'A ROCK THAT IS 6-FOOT WIDE AND 4 1/2-FOOT HIGH, 1-FOOT NORTH OF
 HX0789'THE SOUTH CORNER, 44 FEET NORTH OF THE EAST END OF A 12-INCH PIPE
 HX0789'CULVERT, 10 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 2
 HX0789'FEET ABOVE THE GROUND, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF
 HX0789'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0656 ***********************************************************************
 HX0656  DESIGNATION -  H 253
 HX0656  PID         -  HX0656
 HX0656  STATE/COUNTY-  WV/POCAHONTAS
 HX0656  USGS QUAD   -  MINGO (1995)
 HX0656
 HX0656                         *CURRENT SURVEY CONTROL
 HX0656  ___________________________________________________________________
 HX0656* NAD 83(1986)-  38 24 19.     (N)    080 01 42.     (W)     SCALED    
 HX0656* NAVD 88     -       950.167  (meters)    3117.34   (feet)  ADJUSTED  
 HX0656  ___________________________________________________________________
 HX0656  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HX0656  DYNAMIC HT  -         949.384 (meters)    3114.77  (feet)  COMP
 HX0656  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 HX0656
 HX0656  VERT ORDER  -  SECOND    CLASS 0
 HX0656
 HX0656.The horizontal coordinates were scaled from a topographic map and have
 HX0656.an estimated accuracy of +/- 6 seconds.
 HX0656
 HX0656.The orthometric height was determined by differential leveling
 HX0656.and adjusted by the National Geodetic Survey in June 1991..
 HX0656
 HX0656.The geoid height was determined by GEOID03.
 HX0656
 HX0656.The dynamic height is computed by dividing the NAVD 88
 HX0656.geopotential number by the normal gravity value computed on the
 HX0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0656.degrees latitude (g = 980.6199 gals.).
 HX0656
 HX0656.The modeled gravity was interpolated from observed gravity values.
 HX0656
 HX0656;                    North         East    Units  Estimated Accuracy
 HX0656;SPC WV S     -   156,420.      684,870.      MT  (+/- 180 meters Scaled)
 HX0656
 HX0656                          SUPERSEDED SURVEY CONTROL
 HX0656
 HX0656  NGVD 29 (??/??/92)  950.220  (m)         3117.51   (f) ADJ UNCH    2 0
 HX0656
 HX0656.Superseded values are not recommended for survey control.
 HX0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0656.See file dsdata.txt to determine how the superseded data were derived.
 HX0656
 HX0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC848512(NAD 83)
 HX0656_MARKER: DB = BENCH MARK DISK
 HX0656_SETTING: 80 = SET IN A BOULDER
 HX0656_SP_SET: BOULDER
 HX0656_STAMPING: H 253 1962
 HX0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0656+STABILITY: SURFACE MOTION
 HX0656
 HX0656  HISTORY     - Date     Condition        Report By
 HX0656  HISTORY     - 1962     MONUMENTED       CGS
 HX0656  HISTORY     - 1974     MARK NOT FOUND   USGS
 HX0656
 HX0656                          STATION DESCRIPTION
 HX0656
 HX0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0656'1.4 MI SE FROM LINWOOD.
 HX0656'1.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HX0656'U.S. HIGHWAY 219 AT LINWOOD, 78 FEET WEST OF CENTER LINE OF
 HX0656'ROAD, ABOUT LEVEL WITH ROAD, 45 FEET EAST OF A POWER POLE, 57
 HX0656'FEET WEST OF A GATE, 90 FEET WEST OF ROAD LEADING TO HOUSE, AND
 HX0656'SET ON TOP OF A 5 FOOT LONG-BY-4 FOOT WIDE EMBEDDED BOULDER.
 HX0656
 HX0656                          STATION RECOVERY (1974)
 HX0656
 HX0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HX0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0071 ***********************************************************************
 HX0071  DESIGNATION -  H 254
 HX0071  PID         -  HX0071
 HX0071  STATE/COUNTY-  WV/RANDOLPH
 HX0071  USGS QUAD   -  ADOLPH (1995)
 HX0071
 HX0071                         *CURRENT SURVEY CONTROL
 HX0071  ___________________________________________________________________
 HX0071* NAD 83(1986)-  38 40 05.     (N)    080 00 30.     (W)     SCALED    
 HX0071* NAVD 88     -       645.739  (meters)    2118.56   (feet)  ADJUSTED  
 HX0071  ___________________________________________________________________
 HX0071  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HX0071  DYNAMIC HT  -         645.255 (meters)    2116.97  (feet)  COMP
 HX0071  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 HX0071
 HX0071  VERT ORDER  -  FIRST     CLASS II
 HX0071
 HX0071.The horizontal coordinates were scaled from a topographic map and have
 HX0071.an estimated accuracy of +/- 6 seconds.
 HX0071
 HX0071.The orthometric height was determined by differential leveling
 HX0071.and adjusted by the National Geodetic Survey in June 1991..
 HX0071
 HX0071.The geoid height was determined by GEOID03.
 HX0071
 HX0071.The dynamic height is computed by dividing the NAVD 88
 HX0071.geopotential number by the normal gravity value computed on the
 HX0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0071.degrees latitude (g = 980.6199 gals.).
 HX0071
 HX0071.The modeled gravity was interpolated from observed gravity values.
 HX0071
 HX0071;                    North         East    Units  Estimated Accuracy
 HX0071;SPC WV S     -   185,600.      686,300.      MT  (+/- 180 meters Scaled)
 HX0071
 HX0071                          SUPERSEDED SURVEY CONTROL
 HX0071
 HX0071  NGVD 29 (??/??/92)  645.884  (m)         2119.04   (f) ADJ UNCH    1 2
 HX0071
 HX0071.Superseded values are not recommended for survey control.
 HX0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0071.See file dsdata.txt to determine how the superseded data were derived.
 HX0071
 HX0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC862804(NAD 83)
 HX0071_MARKER: DB = BENCH MARK DISK
 HX0071_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX0071_STAMPING: H 254 1962
 HX0071_MARK LOGO: CGS   
 HX0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0071+STABILITY: SURFACE MOTION
 HX0071
 HX0071  HISTORY     - Date     Condition        Report By
 HX0071  HISTORY     - 1962     MONUMENTED       CGS
 HX0071  HISTORY     - 1983     GOOD             NGS
 HX0071
 HX0071                          STATION DESCRIPTION
 HX0071
 HX0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0071'3.6 MI SW FROM HUTTONSVILLE.
 HX0071'ABOUT 3.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE
 HX0071'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, AT THE
 HX0071'CREST OF A SMALL HILL, 15 FEET SOUTHWEST OF CENTER LINE OF
 HX0071'HIGHWAY, 54 FEET SOUTHEAST OF A DRIVEWAY LEADING TO FARM HOUSE,
 HX0071'ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY, AND SET ON TOP OF
 HX0071'SOUTHEAST END OF SOUTHWEST HEAD WALL OF A 8 FOOT CONCRETE
 HX0071'BOX CULVERT.
 HX0071
 HX0071                          STATION RECOVERY (1983)
 HX0071
 HX0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0682 ***********************************************************************
 HX0682  DESIGNATION -  H 255
 HX0682  PID         -  HX0682
 HX0682  STATE/COUNTY-  WV/RANDOLPH
 HX0682  USGS QUAD   -  SHARP KNOB (1995)
 HX0682
 HX0682                         *CURRENT SURVEY CONTROL
 HX0682  ___________________________________________________________________
 HX0682* NAD 83(1986)-  38 25 10.     (N)    080 13 27.     (W)     SCALED    
 HX0682* NAVD 88     -      1013.071  (meters)    3323.72   (feet)  ADJUSTED  
 HX0682  ___________________________________________________________________
 HX0682  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HX0682  DYNAMIC HT  -        1012.260 (meters)    3321.06  (feet)  COMP
 HX0682  MODELED GRAV-     979,791.7   (mgal)                       NAVD 88
 HX0682
 HX0682  VERT ORDER  -  SECOND    CLASS 0
 HX0682
 HX0682.The horizontal coordinates were scaled from a topographic map and have
 HX0682.an estimated accuracy of +/- 6 seconds.
 HX0682
 HX0682.The orthometric height was determined by differential leveling
 HX0682.and adjusted by the National Geodetic Survey in June 1991..
 HX0682
 HX0682.The geoid height was determined by GEOID03.
 HX0682
 HX0682.The dynamic height is computed by dividing the NAVD 88
 HX0682.geopotential number by the normal gravity value computed on the
 HX0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0682.degrees latitude (g = 980.6199 gals.).
 HX0682
 HX0682.The modeled gravity was interpolated from observed gravity values.
 HX0682
 HX0682;                    North         East    Units  Estimated Accuracy
 HX0682;SPC WV S     -   157,830.      667,750.      MT  (+/- 180 meters Scaled)
 HX0682
 HX0682                          SUPERSEDED SURVEY CONTROL
 HX0682
 HX0682  NGVD 29 (??/??/92) 1013.185  (m)         3324.09   (f) ADJ UNCH    2 0
 HX0682
 HX0682.Superseded values are not recommended for survey control.
 HX0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0682.See file dsdata.txt to determine how the superseded data were derived.
 HX0682
 HX0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC677526(NAD 83)
 HX0682_MARKER: DB = BENCH MARK DISK
 HX0682_SETTING: 66 = SET IN ROCK OUTCROP
 HX0682_SP_SET: ROCK CUT
 HX0682_STAMPING: H 255 1962
 HX0682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0682+STABILITY: POSITION/ELEVATION WELL
 HX0682
 HX0682  HISTORY     - Date     Condition        Report By
 HX0682  HISTORY     - 1962     MONUMENTED       CGS
 HX0682  HISTORY     - 1974     MARK NOT FOUND   USGS
 HX0682
 HX0682                          STATION DESCRIPTION
 HX0682
 HX0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0682'17.1 MI SE FROM BOLAIR.
 HX0682'0.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0682'BOLAIR, THENCE ABOUT 16.9 MILES SOUTHEAST ALONG GAULEY RIVER
 HX0682'ROAD, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT THAT IS
 HX0682'ABOUT 60-FOOT LONG AND IS A PART OF A 12-FOOT HIGH BANK, 27 FEET
 HX0682'NORTH OF THE CENTER LINE OF THE ROAD, 1.3 FEET WEST OF THE
 HX0682'SOUTHWEST CORNER OF A 1 1/2-FOOT OFFSET ON THE FACE OF THE
 HX0682'ROCK, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROCK.
 HX0682
 HX0682                          STATION RECOVERY (1974)
 HX0682
 HX0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HX0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0537 ***********************************************************************
 HX0537  DESIGNATION -  H 256
 HX0537  PID         -  HX0537
 HX0537  STATE/COUNTY-  WV/WEBSTER
 HX0537  USGS QUAD   -  BERGOO (1995)
 HX0537
 HX0537                         *CURRENT SURVEY CONTROL
 HX0537  ___________________________________________________________________
 HX0537* NAD 83(1986)-  38 29 07.     (N)    080 22 04.     (W)     SCALED    
 HX0537* NAVD 88     -       670.962  (meters)    2201.31   (feet)  ADJUSTED  
 HX0537  ___________________________________________________________________
 HX0537  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX0537  DYNAMIC HT  -         670.448 (meters)    2199.63  (feet)  COMP
 HX0537  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 HX0537
 HX0537  VERT ORDER  -  SECOND    CLASS 0
 HX0537
 HX0537.The horizontal coordinates were scaled from a topographic map and have
 HX0537.an estimated accuracy of +/- 6 seconds.
 HX0537
 HX0537.The orthometric height was determined by differential leveling
 HX0537.and adjusted by the National Geodetic Survey in June 1991..
 HX0537
 HX0537.The geoid height was determined by GEOID03.
 HX0537
 HX0537.The dynamic height is computed by dividing the NAVD 88
 HX0537.geopotential number by the normal gravity value computed on the
 HX0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0537.degrees latitude (g = 980.6199 gals.).
 HX0537
 HX0537.The modeled gravity was interpolated from observed gravity values.
 HX0537
 HX0537;                    North         East    Units  Estimated Accuracy
 HX0537;SPC WV S     -   165,040.      655,160.      MT  (+/- 180 meters Scaled)
 HX0537
 HX0537                          SUPERSEDED SURVEY CONTROL
 HX0537
 HX0537  NGVD 29 (??/??/92)  671.113  (m)         2201.81   (f) ADJ UNCH    2 0
 HX0537
 HX0537.Superseded values are not recommended for survey control.
 HX0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0537.See file dsdata.txt to determine how the superseded data were derived.
 HX0537
 HX0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC551598(NAD 83)
 HX0537_MARKER: DB = BENCH MARK DISK
 HX0537_SETTING: 66 = SET IN ROCK OUTCROP
 HX0537_SP_SET: ROCK LEDGE
 HX0537_STAMPING: H 256 1962
 HX0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0537+STABILITY: POSITION/ELEVATION WELL
 HX0537
 HX0537  HISTORY     - Date     Condition        Report By
 HX0537  HISTORY     - 1962     MONUMENTED       CGS
 HX0537
 HX0537                          STATION DESCRIPTION
 HX0537
 HX0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0537'4.8 MI NE FROM WEBSTER SPRINGS.
 HX0537'4.8 MILES SOUTHEAST AND NORTHEAST ALONG STATE HIGHWAY 15 FROM
 HX0537'THE COURT HOUSE AT WEBSTER SPRINGS, ABOUT 0.65 MILE NORTHEAST
 HX0537'OF JUNCTION OF BLACK TOP ROAD LEADING NORTHEAST TO BERGOO, ON
 HX0537'THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING EAST AND
 HX0537'SOUTH, 31 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 3 FEET ABOVE
 HX0537'HIGHWAY LEVEL, 1 FOOT ABOVE GROUND, AND SET VERTICALLY IN
 HX0537'SOUTHEAST FACE OF A 15 FOOT LONG-BY-4 FEET HIGH ROCK LEDGE
 HX0537'DIRECTLY BELOW A LARGE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0028 ***********************************************************************
 HX0028  DESIGNATION -  H 257
 HX0028  PID         -  HX0028
 HX0028  STATE/COUNTY-  WV/RANDOLPH
 HX0028  USGS QUAD   -  SAMP (1995)
 HX0028
 HX0028                         *CURRENT SURVEY CONTROL
 HX0028  ___________________________________________________________________
 HX0028* NAD 83(1986)-  38 32 46.     (N)    080 11 00.     (W)     SCALED    
 HX0028* NAVD 88     -      1135.411  (meters)    3725.09   (feet)  ADJUSTED  
 HX0028  ___________________________________________________________________
 HX0028  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HX0028  DYNAMIC HT  -        1134.461 (meters)    3721.98  (feet)  COMP
 HX0028  MODELED GRAV-     979,751.2   (mgal)                       NAVD 88
 HX0028
 HX0028  VERT ORDER  -  SECOND    CLASS 0
 HX0028
 HX0028.The horizontal coordinates were scaled from a topographic map and have
 HX0028.an estimated accuracy of +/- 6 seconds.
 HX0028
 HX0028.The orthometric height was determined by differential leveling
 HX0028.and adjusted by the National Geodetic Survey in June 1991..
 HX0028
 HX0028.The geoid height was determined by GEOID03.
 HX0028
 HX0028.The dynamic height is computed by dividing the NAVD 88
 HX0028.geopotential number by the normal gravity value computed on the
 HX0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0028.degrees latitude (g = 980.6199 gals.).
 HX0028
 HX0028.The modeled gravity was interpolated from observed gravity values.
 HX0028
 HX0028;                    North         East    Units  Estimated Accuracy
 HX0028;SPC WV S     -   171,920.      671,190.      MT  (+/- 180 meters Scaled)
 HX0028
 HX0028                          SUPERSEDED SURVEY CONTROL
 HX0028
 HX0028  NGVD 29 (??/??/92) 1135.490  (m)         3725.35   (f) ADJ UNCH    2 0
 HX0028
 HX0028.Superseded values are not recommended for survey control.
 HX0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0028.See file dsdata.txt to determine how the superseded data were derived.
 HX0028
 HX0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC711667(NAD 83)
 HX0028_MARKER: DB = BENCH MARK DISK
 HX0028_SETTING: 66 = SET IN ROCK OUTCROP
 HX0028_SP_SET: ROCK LEDGE
 HX0028_STAMPING: H 257 1962
 HX0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0028+STABILITY: POSITION/ELEVATION WELL
 HX0028
 HX0028  HISTORY     - Date     Condition        Report By
 HX0028  HISTORY     - 1962     MONUMENTED       CGS
 HX0028
 HX0028                          STATION DESCRIPTION
 HX0028
 HX0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0028'3 MI E FROM WANETA.
 HX0028'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0028'AT WANETA, ABOUT 0.7 MILE EAST OF WEBSTER-RANDOLPH COUNTY LINE,
 HX0028'AT THE EAST END OF A CURVE WITH TANGENTS EXTENDING EAST AND
 HX0028'SOUTHWEST, 19 FEET SOUTH OF CENTER LINE OF HIGHWAY, ABOUT LEVEL
 HX0028'WITH HIGHWAY, ABOUT 1.3 FEET ABOVE GROUND, 1.5 FEET WEST OF
 HX0028'EAST EDGE OF LEDGE, AND SET VERTICALLY IN NORTH FACE OF A 7
 HX0028'FOOT LONG-BY-2 FOOT HIGH ROCK LEDGE THAT IS PART OF A ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0483 ***********************************************************************
 HX0483  DESIGNATION -  H 258
 HX0483  PID         -  HX0483
 HX0483  STATE/COUNTY-  WV/RANDOLPH
 HX0483  USGS QUAD   -  VALLEY HEAD (1995)
 HX0483
 HX0483                         *CURRENT SURVEY CONTROL
 HX0483  ___________________________________________________________________
 HX0483* NAD 83(1986)-  38 32 23.     (N)    080 06 20.     (W)     SCALED    
 HX0483* NAVD 88     -       839.690  (meters)    2754.88   (feet)  ADJUSTED  
 HX0483  ___________________________________________________________________
 HX0483  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HX0483  DYNAMIC HT  -         838.999 (meters)    2752.62  (feet)  COMP
 HX0483  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 HX0483
 HX0483  VERT ORDER  -  SECOND    CLASS 0
 HX0483
 HX0483.The horizontal coordinates were scaled from a topographic map and have
 HX0483.an estimated accuracy of +/- 6 seconds.
 HX0483
 HX0483.The orthometric height was determined by differential leveling
 HX0483.and adjusted by the National Geodetic Survey in June 1991..
 HX0483
 HX0483.The geoid height was determined by GEOID03.
 HX0483
 HX0483.The dynamic height is computed by dividing the NAVD 88
 HX0483.geopotential number by the normal gravity value computed on the
 HX0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0483.degrees latitude (g = 980.6199 gals.).
 HX0483
 HX0483.The modeled gravity was interpolated from observed gravity values.
 HX0483
 HX0483;                    North         East    Units  Estimated Accuracy
 HX0483;SPC WV S     -   171,270.      677,980.      MT  (+/- 180 meters Scaled)
 HX0483
 HX0483                          SUPERSEDED SURVEY CONTROL
 HX0483
 HX0483  NGVD 29 (??/??/92)  839.775  (m)         2755.16   (f) ADJ UNCH    2 0
 HX0483
 HX0483.Superseded values are not recommended for survey control.
 HX0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0483.See file dsdata.txt to determine how the superseded data were derived.
 HX0483
 HX0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC779660(NAD 83)
 HX0483_MARKER: DB = BENCH MARK DISK
 HX0483_SETTING: 66 = SET IN ROCK OUTCROP
 HX0483_SP_SET: ROCK LEDGE
 HX0483_STAMPING: H 258 1962
 HX0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0483+STABILITY: POSITION/ELEVATION WELL
 HX0483
 HX0483  HISTORY     - Date     Condition        Report By
 HX0483  HISTORY     - 1962     MONUMENTED       CGS
 HX0483
 HX0483                          STATION DESCRIPTION
 HX0483
 HX0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0483'2.9 MI S FROM MONTERVILLE.
 HX0483'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 15 FROM THE MONTERVILLE
 HX0483'SCHOOL, THENCE 1.6 MILES SOUTHWEST ALONG VALLEY FORK ROAD, 0.5
 HX0483'MILE NORTHEAST OF A 25-FOOT CONCRETE BRIDGE OVER MUNLICK RUN,
 HX0483'ON TOP OF A ROCK LEDGE AT THE BASE OF A 10-FOOT HIGH CUT, 218
 HX0483'FEET NORTHEAST OF THE JUNCTION OF A PRIVATE ROAD LEADING SOUTH,
 HX0483'17 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 HX0483'1-FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0190 ***********************************************************************
 HX0190  DESIGNATION -  H 259
 HX0190  PID         -  HX0190
 HX0190  STATE/COUNTY-  WV/WEBSTER
 HX0190  USGS QUAD   -  HACKER VALLEY (1967)
 HX0190
 HX0190                         *CURRENT SURVEY CONTROL
 HX0190  ___________________________________________________________________
 HX0190* NAD 83(1986)-  38 37 35.     (N)    080 23 28.     (W)     SCALED    
 HX0190* NAVD 88     -       480.450  (meters)    1576.28   (feet)  ADJUSTED  
 HX0190  ___________________________________________________________________
 HX0190  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HX0190  DYNAMIC HT  -         480.104 (meters)    1575.14  (feet)  COMP
 HX0190  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 HX0190
 HX0190  VERT ORDER  -  SECOND    CLASS 0
 HX0190
 HX0190.The horizontal coordinates were scaled from a topographic map and have
 HX0190.an estimated accuracy of +/- 6 seconds.
 HX0190
 HX0190.The orthometric height was determined by differential leveling
 HX0190.and adjusted by the National Geodetic Survey in June 1991..
 HX0190
 HX0190.The geoid height was determined by GEOID03.
 HX0190
 HX0190.The dynamic height is computed by dividing the NAVD 88
 HX0190.geopotential number by the normal gravity value computed on the
 HX0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0190.degrees latitude (g = 980.6199 gals.).
 HX0190
 HX0190.The modeled gravity was interpolated from observed gravity values.
 HX0190
 HX0190;                    North         East    Units  Estimated Accuracy
 HX0190;SPC WV S     -   180,690.      653,020.      MT  (+/- 180 meters Scaled)
 HX0190
 HX0190                          SUPERSEDED SURVEY CONTROL
 HX0190
 HX0190  NGVD 29 (??/??/92)  480.613  (m)         1576.81   (f) ADJ UNCH    2 0
 HX0190
 HX0190.Superseded values are not recommended for survey control.
 HX0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0190.See file dsdata.txt to determine how the superseded data were derived.
 HX0190
 HX0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC530754(NAD 83)
 HX0190_MARKER: DB = BENCH MARK DISK
 HX0190_SETTING: 66 = SET IN ROCK OUTCROP
 HX0190_SP_SET: ROCK CUT
 HX0190_STAMPING: H 259 1962
 HX0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0190+STABILITY: POSITION/ELEVATION WELL
 HX0190
 HX0190  HISTORY     - Date     Condition        Report By
 HX0190  HISTORY     - 1962     MONUMENTED       CGS
 HX0190
 HX0190                          STATION DESCRIPTION
 HX0190
 HX0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0190'1.6 MI S FROM HACKER VALLEY.
 HX0190'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0190'AT HACKER VALLEY, 0.2 MILE SOUTH OF A 36-FOOT BRIDGE OVER HODAM
 HX0190'CREEK, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX0190'NORTH AND SOUTHEAST, SET VERTICALLY IN THE EAST FACE OF A ROCK
 HX0190'CUT, 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET SOUTH
 HX0190'OF THE NORTH END OF THE ROCK CUT, AND ABOUT 3 FEET ABOVE THE
 HX0190'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0930 ***********************************************************************
 JX0930  DESIGNATION -  H 26
 JX0930  PID         -  JX0930
 JX0930  STATE/COUNTY-  WV/RITCHIE
 JX0930  USGS QUAD   -  ELLENBORO (1975)
 JX0930
 JX0930                         *CURRENT SURVEY CONTROL
 JX0930  ___________________________________________________________________
 JX0930* NAD 83(1986)-  39 15 57.     (N)    081 03 24.     (W)     SCALED    
 JX0930* NAVD 88     -       245.779  (meters)     806.36   (feet)  ADJUSTED  
 JX0930  ___________________________________________________________________
 JX0930  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JX0930  DYNAMIC HT  -         245.626 (meters)     805.86  (feet)  COMP
 JX0930  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JX0930
 JX0930  VERT ORDER  -  FIRST     CLASS II
 JX0930
 JX0930.The horizontal coordinates were scaled from a topographic map and have
 JX0930.an estimated accuracy of +/- 6 seconds.
 JX0930
 JX0930.The orthometric height was determined by differential leveling
 JX0930.and adjusted by the National Geodetic Survey in June 1991..
 JX0930.WARNING-Repeat measurements at this control monument indicate possible
 JX0930.vertical movement.
 JX0930
 JX0930.The geoid height was determined by GEOID03.
 JX0930
 JX0930.The dynamic height is computed by dividing the NAVD 88
 JX0930.geopotential number by the normal gravity value computed on the
 JX0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0930.degrees latitude (g = 980.6199 gals.).
 JX0930
 JX0930.The modeled gravity was interpolated from observed gravity values.
 JX0930
 JX0930;                    North         East    Units  Estimated Accuracy
 JX0930;SPC WV N     -    86,180.      465,670.      MT  (+/- 180 meters Scaled)
 JX0930
 JX0930                          SUPERSEDED SURVEY CONTROL
 JX0930
 JX0930  NGVD 29 (??/??/92)  245.952  (m)          806.93   (f) ADJ UNCH    1 2
 JX0930
 JX0930.Superseded values are not recommended for survey control.
 JX0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0930.See file dsdata.txt to determine how the superseded data were derived.
 JX0930
 JX0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD951462(NAD 83)
 JX0930_MARKER: DB = BENCH MARK DISK
 JX0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0930_SP_SET: OVERPASS
 JX0930_STAMPING: H 26 1935
 JX0930_MARK LOGO: CGS   
 JX0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0930
 JX0930  HISTORY     - Date     Condition        Report By
 JX0930  HISTORY     - 1935     MONUMENTED       CGS
 JX0930  HISTORY     - 1957     GOOD             NGS
 JX0930  HISTORY     - 1983     POOR             NGS
 JX0930
 JX0930                          STATION DESCRIPTION
 JX0930
 JX0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0930'AT ELLENBORO.
 JX0930'AT ELLENBORO, ABOUT 107 YARDS SOUTH ALONG STATE HIGHWAY 26
 JX0930'FROM THE JUNCTION OF U.S. HIGHWAY 50, IN THE TOP OF NORTH END
 JX0930'OF CONCRETE WALK ALONG WEST SIDE OF HIGHWAY 16 OVERPASS OVER
 JX0930'THE BALTIMORE AND OHIO RAILROAD, 12.8 FEET WEST OF CENTER LINE
 JX0930'OF HIGHWAY, 1 FOOT EAST OF WEST BRIDGE RAILING 1/2 FOOT SOUTH
 JX0930'OF NORTH END OF WALK AND 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 JX0930
 JX0930                          STATION RECOVERY (1983)
 JX0930
 JX0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0930'RECOVERED IN POOR CONDITION, NEW DESCRIPTION FOLLOWS.  IN ELLENBORO,
 JX0930'AT THE STATE HIGHWAY 16 BRIDGE OVER THE BALTIMORE AND OHIO RAILROAD,
 JX0930'IN THE NORTHWEST END OF THE SIDEWALK OF THE WEST ABUTMENT, 3.9 METERS
 JX0930'(12.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.18 METER (0.6 FT)
 JX0930'SOUTH OF THE NORTH END OF THE SIDEWALK.
 JX0930'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0327 ***********************************************************************
 HX0327  DESIGNATION -  H 260
 HX0327  PID         -  HX0327
 HX0327  STATE/COUNTY-  WV/RANDOLPH
 HX0327  USGS QUAD   -  VALLEY HEAD (1995)
 HX0327
 HX0327                         *CURRENT SURVEY CONTROL
 HX0327  ___________________________________________________________________
 HX0327* NAD 83(1986)-  38 34 54.     (N)    080 06 28.     (W)     SCALED    
 HX0327* NAVD 88     -      1150.470  (meters)    3774.50   (feet)  ADJUSTED  
 HX0327  ___________________________________________________________________
 HX0327  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HX0327  DYNAMIC HT  -        1149.531 (meters)    3771.42  (feet)  COMP
 HX0327  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 HX0327
 HX0327  VERT ORDER  -  SECOND    CLASS 0
 HX0327
 HX0327.The horizontal coordinates were scaled from a topographic map and have
 HX0327.an estimated accuracy of +/- 6 seconds.
 HX0327
 HX0327.The orthometric height was determined by differential leveling
 HX0327.and adjusted by the National Geodetic Survey in June 1991..
 HX0327
 HX0327.The geoid height was determined by GEOID03.
 HX0327
 HX0327.The dynamic height is computed by dividing the NAVD 88
 HX0327.geopotential number by the normal gravity value computed on the
 HX0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0327.degrees latitude (g = 980.6199 gals.).
 HX0327
 HX0327.The modeled gravity was interpolated from observed gravity values.
 HX0327
 HX0327;                    North         East    Units  Estimated Accuracy
 HX0327;SPC WV S     -   175,920.      677,740.      MT  (+/- 180 meters Scaled)
 HX0327
 HX0327                          SUPERSEDED SURVEY CONTROL
 HX0327
 HX0327  NGVD 29 (??/??/92) 1150.573  (m)         3774.84   (f) ADJ UNCH    2 0
 HX0327
 HX0327.Superseded values are not recommended for survey control.
 HX0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0327.See file dsdata.txt to determine how the superseded data were derived.
 HX0327
 HX0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC777707(NAD 83)
 HX0327_MARKER: DB = BENCH MARK DISK
 HX0327_SETTING: 80 = SET IN A BOULDER
 HX0327_SP_SET: BOULDER
 HX0327_STAMPING: H 260 1962
 HX0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0327+STABILITY: SURFACE MOTION
 HX0327
 HX0327  HISTORY     - Date     Condition        Report By
 HX0327  HISTORY     - 1962     MONUMENTED       CGS
 HX0327
 HX0327                          STATION DESCRIPTION
 HX0327
 HX0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0327'1.8 MI N FROM MONTERVILLE.
 HX0327'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 HX0327'OFFICE AT MONTERVILLE, THENCE ABOUT 1.8 MILES NORTH ALONG COUNTY
 HX0327'ROAD 45, ON THE OUTSIDE AT THE SOUTH END OF A CURVE WITH THE
 HX0327'TANGENTS EXTENDING TO THE NORTHWEST AND SOUTH.  SET ON TOP OF A
 HX0327'ROCK THAT IS ABOUT 6-BY 8-FOOT LONG, 32 FEET EAST OF THE CENTER
 HX0327'LINE OF THE ROAD, 3 FEET SOUTH OF THE NORTH EDGE OF THE ROCK,
 HX0327'3 1/2 FEET ABOVE THE GROUND LEVEL, AND ABOUT 6 FEET ABOVE THE
 HX0327'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0270 ***********************************************************************
 HX0270  DESIGNATION -  H 261
 HX0270  PID         -  HX0270
 HX0270  STATE/COUNTY-  WV/WEBSTER
 HX0270  USGS QUAD   -  SKELT (1982)
 HX0270
 HX0270                         *CURRENT SURVEY CONTROL
 HX0270  ___________________________________________________________________
 HX0270* NAD 83(1986)-  38 33 33.     (N)    080 20 47.     (W)     SCALED    
 HX0270* NAVD 88     -       637.934  (meters)    2092.96   (feet)  ADJUSTED  
 HX0270  ___________________________________________________________________
 HX0270  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HX0270  DYNAMIC HT  -         637.429 (meters)    2091.30  (feet)  COMP
 HX0270  MODELED GRAV-     979,817.4   (mgal)                       NAVD 88
 HX0270
 HX0270  VERT ORDER  -  SECOND    CLASS 0
 HX0270
 HX0270.The horizontal coordinates were scaled from a topographic map and have
 HX0270.an estimated accuracy of +/- 6 seconds.
 HX0270
 HX0270.The orthometric height was determined by differential leveling
 HX0270.and adjusted by the National Geodetic Survey in June 1991..
 HX0270
 HX0270.The geoid height was determined by GEOID03.
 HX0270
 HX0270.The dynamic height is computed by dividing the NAVD 88
 HX0270.geopotential number by the normal gravity value computed on the
 HX0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0270.degrees latitude (g = 980.6199 gals.).
 HX0270
 HX0270.The modeled gravity was interpolated from observed gravity values.
 HX0270
 HX0270;                    North         East    Units  Estimated Accuracy
 HX0270;SPC WV S     -   173,250.      656,970.      MT  (+/- 180 meters Scaled)
 HX0270
 HX0270                          SUPERSEDED SURVEY CONTROL
 HX0270
 HX0270  NGVD 29 (??/??/92)  638.053  (m)         2093.35   (f) ADJ UNCH    2 0
 HX0270
 HX0270.Superseded values are not recommended for survey control.
 HX0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0270.See file dsdata.txt to determine how the superseded data were derived.
 HX0270
 HX0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC569680(NAD 83)
 HX0270_MARKER: DB = BENCH MARK DISK
 HX0270_SETTING: 80 = SET IN A BOULDER
 HX0270_SP_SET: BOULDER
 HX0270_STAMPING: H 261 1962
 HX0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0270+STABILITY: SURFACE MOTION
 HX0270
 HX0270  HISTORY     - Date     Condition        Report By
 HX0270  HISTORY     - 1962     MONUMENTED       CGS
 HX0270
 HX0270                          STATION DESCRIPTION
 HX0270
 HX0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0270'6.4 MI E FROM DIANA.
 HX0270'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0270'AT DIANA, THENCE ABOUT 4.25 MILES EAST ALONG A GRAVEL ROAD THAT
 HX0270'LEADS EAST AND THEN NORTHEAST TO PICKENS, 0.4 MILE NORTHEAST OF
 HX0270'A SMALL CEMETERY, SET ON TOP OF A BOULDER THAT IS ABOUT 6-BY
 HX0270'12-FOOT LONG, 38 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HX0270'24 1/2 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVE, 2
 HX0270'FEET SOUTH OF THE NORTH END OF THE BOULDER, 104 FEET EAST OF THE
 HX0270'EAST CORNER OF A SMALL WHITE FRAME HOUSE, AND ABOUT 5 FEET ABOVE
 HX0270'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0308 ***********************************************************************
 HX0308  DESIGNATION -  H 262
 HX0308  PID         -  HX0308
 HX0308  STATE/COUNTY-  WV/WEBSTER
 HX0308  USGS QUAD   -  GOSHEN (1987)
 HX0308
 HX0308                         *CURRENT SURVEY CONTROL
 HX0308  ___________________________________________________________________
 HX0308* NAD 83(1986)-  38 40 31.     (N)    080 21 48.     (W)     SCALED    
 HX0308* NAVD 88     -       649.866  (meters)    2132.10   (feet)  ADJUSTED  
 HX0308  ___________________________________________________________________
 HX0308  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HX0308  DYNAMIC HT  -         649.406 (meters)    2130.59  (feet)  COMP
 HX0308  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 HX0308
 HX0308  VERT ORDER  -  SECOND    CLASS 0
 HX0308
 HX0308.The horizontal coordinates were scaled from a topographic map and have
 HX0308.an estimated accuracy of +/- 6 seconds.
 HX0308
 HX0308.The orthometric height was determined by differential leveling
 HX0308.and adjusted by the National Geodetic Survey in June 1991..
 HX0308
 HX0308.The geoid height was determined by GEOID03.
 HX0308
 HX0308.The dynamic height is computed by dividing the NAVD 88
 HX0308.geopotential number by the normal gravity value computed on the
 HX0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0308.degrees latitude (g = 980.6199 gals.).
 HX0308
 HX0308.The modeled gravity was interpolated from observed gravity values.
 HX0308
 HX0308;                    North         East    Units  Estimated Accuracy
 HX0308;SPC WV S     -   186,130.      655,400.      MT  (+/- 180 meters Scaled)
 HX0308
 HX0308                          SUPERSEDED SURVEY CONTROL
 HX0308
 HX0308  NGVD 29 (??/??/92)  650.041  (m)         2132.68   (f) ADJ UNCH    2 0
 HX0308
 HX0308.Superseded values are not recommended for survey control.
 HX0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0308.See file dsdata.txt to determine how the superseded data were derived.
 HX0308
 HX0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC553809(NAD 83)
 HX0308_MARKER: DB = BENCH MARK DISK
 HX0308_SETTING: 66 = SET IN ROCK OUTCROP
 HX0308_SP_SET: ROCK LEDGE
 HX0308_STAMPING: H 262 1962
 HX0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0308+STABILITY: POSITION/ELEVATION WELL
 HX0308
 HX0308  HISTORY     - Date     Condition        Report By
 HX0308  HISTORY     - 1962     MONUMENTED       CGS
 HX0308
 HX0308                          STATION DESCRIPTION
 HX0308
 HX0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0308'3.2 MI NE FROM HACKER VALLEY.
 HX0308'ABOUT 3.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0308'OFFICE AT HACKER VALLEY, THENCE ABOUT 0.2 MILE EAST ALONG COUNTY
 HX0308'ROAD 20/4, SET VERTICALLY IN THE SOUTH FACE OF A ROCK LEDGE,
 HX0308'13 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 27 FEET EAST
 HX0308'OF THE WEST END OF THE ROCK LEDGE, AND ABOUT 3 FEET ABOVE THE
 HX0308'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0239 ***********************************************************************
 HX0239  DESIGNATION -  H 263
 HX0239  PID         -  HX0239
 HX0239  STATE/COUNTY-  WV/WEBSTER
 HX0239  USGS QUAD   -  HACKER VALLEY (1967)
 HX0239
 HX0239                         *CURRENT SURVEY CONTROL
 HX0239  ___________________________________________________________________
 HX0239* NAD 83(1986)-  38 38 54.     (N)    080 23 48.     (W)     SCALED    
 HX0239* NAVD 88     -       450.693  (meters)    1478.65   (feet)  ADJUSTED  
 HX0239  ___________________________________________________________________
 HX0239  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HX0239  DYNAMIC HT  -         450.374 (meters)    1477.60  (feet)  COMP
 HX0239  MODELED GRAV-     979,906.2   (mgal)                       NAVD 88
 HX0239
 HX0239  VERT ORDER  -  SECOND    CLASS 0
 HX0239
 HX0239.The horizontal coordinates were scaled from a topographic map and have
 HX0239.an estimated accuracy of +/- 6 seconds.
 HX0239
 HX0239.The orthometric height was determined by differential leveling
 HX0239.and adjusted by the National Geodetic Survey in June 1991..
 HX0239
 HX0239.The geoid height was determined by GEOID03.
 HX0239
 HX0239.The dynamic height is computed by dividing the NAVD 88
 HX0239.geopotential number by the normal gravity value computed on the
 HX0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0239.degrees latitude (g = 980.6199 gals.).
 HX0239
 HX0239.The modeled gravity was interpolated from observed gravity values.
 HX0239
 HX0239;                    North         East    Units  Estimated Accuracy
 HX0239;SPC WV S     -   183,120.      652,520.      MT  (+/- 180 meters Scaled)
 HX0239
 HX0239                          SUPERSEDED SURVEY CONTROL
 HX0239
 HX0239  NGVD 29 (??/??/92)  450.862  (m)         1479.20   (f) ADJ UNCH    2 0
 HX0239
 HX0239.Superseded values are not recommended for survey control.
 HX0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0239.See file dsdata.txt to determine how the superseded data were derived.
 HX0239
 HX0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC525779(NAD 83)
 HX0239_MARKER: DB = BENCH MARK DISK
 HX0239_SETTING: 66 = SET IN ROCK OUTCROP
 HX0239_SP_SET: EMBEDDED ROCK
 HX0239_STAMPING: H 263 1962
 HX0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0239+STABILITY: POSITION/ELEVATION WELL
 HX0239
 HX0239  HISTORY     - Date     Condition        Report By
 HX0239  HISTORY     - 1962     MONUMENTED       CGS
 HX0239
 HX0239                          STATION DESCRIPTION
 HX0239
 HX0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0239'0.4 MI NW FROM HACKER VALLEY.
 HX0239'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0239'OFFICE AT HACKER VALLEY, THENCE ABOUT 0.3 MILE NORTHWEST ALONG
 HX0239'REPLETE ROAD, SET ON TOP OF A ROCK THAT IS ABOUT 12-BY 24-FOOT LONG
 HX0239'AND IS EMBEDDED IN THE GROUND, 26 FEET SOUTHWEST OF THE CENTER
 HX0239'LINE OF THE ROAD, 2 FEET WEST OF THE EAST EDGE OF THE ROCK, ABOUT
 HX0239'125 YARDS EAST OF THREE LARGE CHICKEN HOUSES, ABOUT 100 YARDS
 HX0239'SOUTHEAST OF A TWO STORY WHITE HOUSE, AND ABOUT 3 FEET BELOW
 HX0239'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1006 ***********************************************************************
 HX1006  DESIGNATION -  H 264
 HX1006  PID         -  HX1006
 HX1006  STATE/COUNTY-  WV/WEBSTER
 HX1006  USGS QUAD   -  COWEN (1995)
 HX1006
 HX1006                         *CURRENT SURVEY CONTROL
 HX1006  ___________________________________________________________________
 HX1006* NAD 83(1986)-  38 28 17.     (N)    080 31 40.     (W)     SCALED    
 HX1006* NAVD 88     -       572.139  (meters)    1877.09   (feet)  ADJUSTED  
 HX1006  ___________________________________________________________________
 HX1006  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HX1006  DYNAMIC HT  -         571.709 (meters)    1875.68  (feet)  COMP
 HX1006  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 HX1006
 HX1006  VERT ORDER  -  SECOND    CLASS 0
 HX1006
 HX1006.The horizontal coordinates were scaled from a topographic map and have
 HX1006.an estimated accuracy of +/- 6 seconds.
 HX1006
 HX1006.The orthometric height was determined by differential leveling
 HX1006.and adjusted by the National Geodetic Survey in June 1991..
 HX1006
 HX1006.The geoid height was determined by GEOID03.
 HX1006
 HX1006.The dynamic height is computed by dividing the NAVD 88
 HX1006.geopotential number by the normal gravity value computed on the
 HX1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1006.degrees latitude (g = 980.6199 gals.).
 HX1006
 HX1006.The modeled gravity was interpolated from observed gravity values.
 HX1006
 HX1006;                    North         East    Units  Estimated Accuracy
 HX1006;SPC WV S     -   163,410.      641,210.      MT  (+/- 180 meters Scaled)
 HX1006
 HX1006                          SUPERSEDED SURVEY CONTROL
 HX1006
 HX1006  NGVD 29 (??/??/92)  572.294  (m)         1877.60   (f) ADJ UNCH    2 0
 HX1006
 HX1006.Superseded values are not recommended for survey control.
 HX1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1006.See file dsdata.txt to determine how the superseded data were derived.
 HX1006
 HX1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC411582(NAD 83)
 HX1006_MARKER: DB = BENCH MARK DISK
 HX1006_SETTING: 66 = SET IN ROCK OUTCROP
 HX1006_SP_SET: ROCK CUT
 HX1006_STAMPING: H 264 1962
 HX1006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1006+STABILITY: POSITION/ELEVATION WELL
 HX1006
 HX1006  HISTORY     - Date     Condition        Report By
 HX1006  HISTORY     - 1962     MONUMENTED       CGS
 HX1006
 HX1006                          STATION DESCRIPTION
 HX1006
 HX1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1006'5.6 MI SE FROM ERBACON.
 HX1006'ABOUT 5.6 MILES SOUTH AND SOUTHEAST ALONG THE BALTIMORE AND OHIO
 HX1006'RAILROAD FROM THE POST OFFICE AT ERBACON, 12 FEET SOUTH OF SOUTH
 HX1006'RAIL, 99 FEET WEST OF EAST END OF CUT, ABOUT 2 FEET ABOVE TRACK
 HX1006'LEVEL, AND SET VERTICALLY IN NORTH FACE OF LARGE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1878 ***********************************************************************
 HW1878  DESIGNATION -  H 265
 HW1878  PID         -  HW1878
 HW1878  STATE/COUNTY-  WV/POCAHONTAS
 HW1878  USGS QUAD   -  CASS (1995)
 HW1878
 HW1878                         *CURRENT SURVEY CONTROL
 HW1878  ___________________________________________________________________
 HW1878* NAD 83(1986)-  38 28 37.     (N)    079 57 32.     (W)     SCALED    
 HW1878* NAVD 88     -      1161.973  (meters)    3812.24   (feet)  ADJUSTED  
 HW1878  ___________________________________________________________________
 HW1878  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HW1878  DYNAMIC HT  -        1161.043 (meters)    3809.19  (feet)  COMP
 HW1878  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 HW1878
 HW1878  VERT ORDER  -  SECOND    CLASS 0
 HW1878
 HW1878.The horizontal coordinates were scaled from a topographic map and have
 HW1878.an estimated accuracy of +/- 6 seconds.
 HW1878
 HW1878.The orthometric height was determined by differential leveling
 HW1878.and adjusted by the National Geodetic Survey in June 1991..
 HW1878
 HW1878.The geoid height was determined by GEOID03.
 HW1878
 HW1878.The dynamic height is computed by dividing the NAVD 88
 HW1878.geopotential number by the normal gravity value computed on the
 HW1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1878.degrees latitude (g = 980.6199 gals.).
 HW1878
 HW1878.The modeled gravity was interpolated from observed gravity values.
 HW1878
 HW1878;                    North         East    Units  Estimated Accuracy
 HW1878;SPC WV S     -   164,440.      690,840.      MT  (+/- 180 meters Scaled)
 HW1878
 HW1878                          SUPERSEDED SURVEY CONTROL
 HW1878
 HW1878  NGVD 29 (??/??/92) 1162.061  (m)         3812.53   (f) ADJ UNCH    2 0
 HW1878
 HW1878.Superseded values are not recommended for survey control.
 HW1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1878.See file dsdata.txt to determine how the superseded data were derived.
 HW1878
 HW1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC908592(NAD 83)
 HW1878_MARKER: DB = BENCH MARK DISK
 HW1878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1878_SP_SET: BRIDGE
 HW1878_STAMPING: H 265 1962
 HW1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1878
 HW1878  HISTORY     - Date     Condition        Report By
 HW1878  HISTORY     - 1962     MONUMENTED       CGS
 HW1878
 HW1878                          STATION DESCRIPTION
 HW1878
 HW1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1878'6.8 MI NE FROM MACE.
 HW1878'ABOUT 0.4 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE
 HW1878'POST OFFICE AT MACE, THENCE 0.3 MILE SOUTHEAST ALONG A TRAIL
 HW1878'LEADING TO THE WESTERN MARYLAND RAILWAY, THENCE 6.15 MILES EAST
 HW1878'AND NORTH ALONG THE WESTERN MARYLAND RAILWAY, ON TOP OF THE
 HW1878'EAST END OF NORTH ABUTMENT OF CONCRETE BRIDGE OVER SHAVERS FORK,
 HW1878'(BRIDGE 375) 4 FEET EAST OF THE EAST RAIL, AND ABOUT LEVEL WITH
 HW1878'THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1868 ***********************************************************************
 HW1868  DESIGNATION -  H 266
 HW1868  PID         -  HW1868
 HW1868  STATE/COUNTY-  WV/POCAHONTAS
 HW1868  USGS QUAD   -  CASS (1995)
 HW1868
 HW1868                         *CURRENT SURVEY CONTROL
 HW1868  ___________________________________________________________________
 HW1868* NAD 83(1986)-  38 24 36.     (N)    079 56 51.     (W)     SCALED    
 HW1868* NAVD 88     -       937.072  (meters)    3074.38   (feet)  ADJUSTED  
 HW1868  ___________________________________________________________________
 HW1868  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HW1868  DYNAMIC HT  -         936.322 (meters)    3071.92  (feet)  COMP
 HW1868  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 HW1868
 HW1868  VERT ORDER  -  SECOND    CLASS 0
 HW1868
 HW1868.The horizontal coordinates were scaled from a topographic map and have
 HW1868.an estimated accuracy of +/- 6 seconds.
 HW1868
 HW1868.The orthometric height was determined by differential leveling
 HW1868.and adjusted by the National Geodetic Survey in June 1991..
 HW1868
 HW1868.The geoid height was determined by GEOID03.
 HW1868
 HW1868.The dynamic height is computed by dividing the NAVD 88
 HW1868.geopotential number by the normal gravity value computed on the
 HW1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1868.degrees latitude (g = 980.6199 gals.).
 HW1868
 HW1868.The modeled gravity was interpolated from observed gravity values.
 HW1868
 HW1868;                    North         East    Units  Estimated Accuracy
 HW1868;SPC WV S     -   157,020.      691,920.      MT  (+/- 180 meters Scaled)
 HW1868
 HW1868                          SUPERSEDED SURVEY CONTROL
 HW1868
 HW1868  NGVD 29 (??/??/92)  937.152  (m)         3074.64   (f) ADJ UNCH    2 0
 HW1868
 HW1868.Superseded values are not recommended for survey control.
 HW1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1868.See file dsdata.txt to determine how the superseded data were derived.
 HW1868
 HW1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC918518(NAD 83)
 HW1868_MARKER: DB = BENCH MARK DISK
 HW1868_SETTING: 80 = SET IN A BOULDER
 HW1868_STAMPING: H 266 1962
 HW1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1868+STABILITY: SURFACE MOTION
 HW1868
 HW1868  HISTORY     - Date     Condition        Report By
 HW1868  HISTORY     - 1962     MONUMENTED       CGS
 HW1868
 HW1868                          STATION DESCRIPTION
 HW1868
 HW1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1868'3.7 MI NW FROM CASS.
 HW1868'ABOUT 3.7 MILES NORTH AND NORTHWEST ALONG THE CHEAT AND BALD
 HW1868'KNOB SCENIC RAILROAD FROM THE POST OFFICE AT CASS, ABOUT 0.2
 HW1868'MILE SOUTHEAST OF SECOND SPUR TRACK (FOR SWITCHING) NORTHWEST
 HW1868'OF CASS, SET ON TOP OF A 12 FOOT LONG-BY-6 FOOT WIDE-BY-4 FOOT HIGH
 HW1868'EMBEDDED BOULDER, 27 FEET NORTH OF NORTH RAIL, AND ABOUT 1 1/2
 HW1868'FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1083 ***********************************************************************
 HX1083  DESIGNATION -  H 266
 HX1083  PID         -  HX1083
 HX1083  STATE/COUNTY-  WV/NICHOLAS
 HX1083  USGS QUAD   -  GILBOA (1976)
 HX1083
 HX1083                         *CURRENT SURVEY CONTROL
 HX1083  ___________________________________________________________________
 HX1083* NAD 83(1986)-  38 18 34.     (N)    080 53 44.     (W)     SCALED    
 HX1083* NAVD 88     -       460.910  (meters)    1512.17   (feet)  ADJUSTED  
 HX1083  ___________________________________________________________________
 HX1083  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX1083  DYNAMIC HT  -         460.572 (meters)    1511.06  (feet)  COMP
 HX1083  MODELED GRAV-     979,879.6   (mgal)                       NAVD 88
 HX1083
 HX1083  VERT ORDER  -  SECOND    CLASS 0
 HX1083
 HX1083.The horizontal coordinates were scaled from a topographic map and have
 HX1083.an estimated accuracy of +/- 6 seconds.
 HX1083
 HX1083.The orthometric height was determined by differential leveling
 HX1083.and adjusted by the National Geodetic Survey in June 1991..
 HX1083
 HX1083.The geoid height was determined by GEOID03.
 HX1083
 HX1083.The dynamic height is computed by dividing the NAVD 88
 HX1083.geopotential number by the normal gravity value computed on the
 HX1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1083.degrees latitude (g = 980.6199 gals.).
 HX1083
 HX1083.The modeled gravity was interpolated from observed gravity values.
 HX1083
 HX1083;                    North         East    Units  Estimated Accuracy
 HX1083;SPC WV S     -   145,340.      609,130.      MT  (+/- 180 meters Scaled)
 HX1083
 HX1083                          SUPERSEDED SURVEY CONTROL
 HX1083
 HX1083  NGVD 29 (??/??/92)  461.08   (m)         1512.7    (f) COMPUTED    2 0
 HX1083
 HX1083.Superseded values are not recommended for survey control.
 HX1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1083.See file dsdata.txt to determine how the superseded data were derived.
 HX1083
 HX1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC091401(NAD 83)
 HX1083_MARKER: DB = BENCH MARK DISK
 HX1083_SETTING: 66 = SET IN ROCK OUTCROP
 HX1083_SP_SET: ROCK CUT
 HX1083_STAMPING: H 266 1961
 HX1083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1083+STABILITY: POSITION/ELEVATION WELL
 HX1083
 HX1083  HISTORY     - Date     Condition        Report By
 HX1083  HISTORY     - 1961     MONUMENTED       CGS
 HX1083
 HX1083                          STATION DESCRIPTION
 HX1083
 HX1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1083'3.4 MI NW FROM SUMMERSVILLE.
 HX1083'ABOUT 3.4 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE
 HX1083'COURTHOUSE AT SUMMERSVILLE, AT ENON, ABOUT 0.55 MILE EAST OF THE
 HX1083'JUNCTION OF A BLACK TOP ROAD LEADING SOUTHEAST TO THE ENON
 HX1083'BAPTIST CHURCH, SET VERTICALLY IN THE SOUTH FACE OF A 4-BY-5
 HX1083'FOOT ROCK CUT, IN THE FRONT OF A TWO-STORY WOODEN FRAME HOUSE
 HX1083'WITH GREY WEATHER SIDING, 21 FEET NORTH OF THE CENTER LINE OF THE
 HX1083'HIGHWAY, 103 FEET EAST OF THE SOUTHEAST CORNER OF A LARGE
 HX1083'SKATING RINK, 3 FEET EAST OF THE WEST END OF THE ROCK AND 4
 HX1083'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1614 ***********************************************************************
 HX1614  DESIGNATION -  H 267
 HX1614  PID         -  HX1614
 HX1614  STATE/COUNTY-  WV/BRAXTON
 HX1614  USGS QUAD   -  ORLANDO (1989)
 HX1614
 HX1614                         *CURRENT SURVEY CONTROL
 HX1614  ___________________________________________________________________
 HX1614* NAD 83(1986)-  38 47 03.     (N)    080 33 51.     (W)     SCALED    
 HX1614* NAVD 88     -       240.870  (meters)     790.25   (feet)  ADJUSTED  
 HX1614  ___________________________________________________________________
 HX1614  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HX1614  DYNAMIC HT  -         240.712 (meters)     789.74  (feet)  COMP
 HX1614  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 HX1614
 HX1614  VERT ORDER  -  SECOND    CLASS 0
 HX1614
 HX1614.The horizontal coordinates were scaled from a topographic map and have
 HX1614.an estimated accuracy of +/- 6 seconds.
 HX1614
 HX1614.The orthometric height was determined by differential leveling
 HX1614.and adjusted by the National Geodetic Survey in June 1991..
 HX1614
 HX1614.The geoid height was determined by GEOID03.
 HX1614
 HX1614.The dynamic height is computed by dividing the NAVD 88
 HX1614.geopotential number by the normal gravity value computed on the
 HX1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1614.degrees latitude (g = 980.6199 gals.).
 HX1614
 HX1614.The modeled gravity was interpolated from observed gravity values.
 HX1614
 HX1614;                    North         East    Units  Estimated Accuracy
 HX1614;SPC WV S     -   198,120.      637,870.      MT  (+/- 180 meters Scaled)
 HX1614
 HX1614                          SUPERSEDED SURVEY CONTROL
 HX1614
 HX1614  NGVD 29 (??/??/92)  241.069  (m)          790.91   (f) ADJ UNCH    2 0
 HX1614
 HX1614.Superseded values are not recommended for survey control.
 HX1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1614.See file dsdata.txt to determine how the superseded data were derived.
 HX1614
 HX1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC378929(NAD 83)
 HX1614_MARKER: DB = BENCH MARK DISK
 HX1614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1614_SP_SET: ABUTMENT
 HX1614_STAMPING: H 267 1962
 HX1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1614
 HX1614  HISTORY     - Date     Condition        Report By
 HX1614  HISTORY     - 1962     MONUMENTED       CGS
 HX1614  HISTORY     - 1981     GOOD             NGS
 HX1614
 HX1614                          STATION DESCRIPTION
 HX1614
 HX1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1614'1.9 MI SE FROM NAPIER.
 HX1614'ABOUT 1.9 MILE SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1614'OFFICE AT NAPIER, SET ON TOP OF THE EAST END OF THE SOUTH MASONRY
 HX1614'STONE ABUTMENT OF A BRIDGE OVER THE LITTLE KANAWHA RIVER, 141
 HX1614'FEET NORTH OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD
 HX1614'LEADING NORTHEAST, 12 FEET NORTHEAST OF THE CENTER LINE OF THE
 HX1614'HIGHWAY, AND ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 HX1614
 HX1614                          STATION RECOVERY (1981)
 HX1614
 HX1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HX1614'THIS BENCH MARK IS ABOUT 500 FEET NORTHEAST OF THE NEW HIGHWAY BRIDGE
 HX1614'WHERE STATE HIGHWAY 19 PASSES OVER THE SOUTHEAST PART OF THE
 HX1614'BURNSVILLE LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2778 ***********************************************************************
 HX2778  DESIGNATION -  H 267 RESET 1978
 HX2778  PID         -  HX2778
 HX2778  STATE/COUNTY-  WV/BRAXTON
 HX2778  USGS QUAD   -  ORLANDO (1989)
 HX2778
 HX2778                         *CURRENT SURVEY CONTROL
 HX2778  ___________________________________________________________________
 HX2778* NAD 83(1986)-  38 47 03.     (N)    080 33 51.     (W)     SCALED    
 HX2778* NAVD 88     -       255.43   (+/-2cm)     838.0    (feet)  VERTCON   
 HX2778  ___________________________________________________________________
 HX2778  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HX2778
 HX2778  VERT ORDER  -  THIRD (See Below)
 HX2778
 HX2778.The horizontal coordinates were scaled from a topographic map and have
 HX2778.an estimated accuracy of +/- 6 seconds.
 HX2778
 HX2778.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2778.The vertical order pertains to the NGVD 29 superseded value.
 HX2778
 HX2778.The geoid height was determined by GEOID03.
 HX2778
 HX2778;                    North         East    Units  Estimated Accuracy
 HX2778;SPC WV S     -   198,120.      637,870.      MT  (+/- 180 meters Scaled)
 HX2778
 HX2778                          SUPERSEDED SURVEY CONTROL
 HX2778
 HX2778  NGVD 29 (09/25/03)  255.62   (m)          838.6    (f) RESET       3  
 HX2778
 HX2778.Superseded values are not recommended for survey control.
 HX2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2778.See file dsdata.txt to determine how the superseded data were derived.
 HX2778
 HX2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC378929(NAD 83)
 HX2778_MARKER: DB = BENCH MARK DISK
 HX2778_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HX2778_SP_SET: PARPAPET
 HX2778_STAMPING: H 267 RESET 1978
 HX2778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2778+STABILITY: SURFACE MOTION
 HX2778
 HX2778  HISTORY     - Date     Condition        Report By
 HX2778  HISTORY     - 1978     MONUMENTED       WVHD
 HX2778
 HX2778                          STATION DESCRIPTION
 HX2778
 HX2778'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1978
 HX2778'IN BULLTOWN.
 HX2778'IN BULLTOWN, ALONG RELOCATED U.S. ROUTE 19, 2.7 MILES FROM NAPIER
 HX2778'POST OFFICE, IN EAST PARAPET WALL,  AT NORTH ABUTMENT OF BRIDGE OVER
 HX2778'LITTLE KANAWHA RIVER, AND 23 FEET FROM CENTERLINE OF ROAD.
 HX2778'THE MARK IS 2.7 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0166 ***********************************************************************
 HX0166  DESIGNATION -  H 268
 HX0166  PID         -  HX0166
 HX0166  STATE/COUNTY-  WV/LEWIS
 HX0166  USGS QUAD   -  WALKERSVILLE (1976)
 HX0166
 HX0166                         *CURRENT SURVEY CONTROL
 HX0166  ___________________________________________________________________
 HX0166* NAD 83(1986)-  38 50 24.     (N)    080 26 54.     (W)     SCALED    
 HX0166* NAVD 88     -       339.809  (meters)    1114.86   (feet)  ADJUSTED  
 HX0166  ___________________________________________________________________
 HX0166  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HX0166  DYNAMIC HT  -         339.578 (meters)    1114.10  (feet)  COMP
 HX0166  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 HX0166
 HX0166  VERT ORDER  -  SECOND    CLASS 0
 HX0166
 HX0166.The horizontal coordinates were scaled from a topographic map and have
 HX0166.an estimated accuracy of +/- 6 seconds.
 HX0166
 HX0166.The orthometric height was determined by differential leveling
 HX0166.and adjusted by the National Geodetic Survey in June 1991..
 HX0166
 HX0166.The geoid height was determined by GEOID03.
 HX0166
 HX0166.The dynamic height is computed by dividing the NAVD 88
 HX0166.geopotential number by the normal gravity value computed on the
 HX0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0166.degrees latitude (g = 980.6199 gals.).
 HX0166
 HX0166.The modeled gravity was interpolated from observed gravity values.
 HX0166
 HX0166;                    North         East    Units  Estimated Accuracy
 HX0166;SPC WV S     -   204,370.      647,900.      MT  (+/- 180 meters Scaled)
 HX0166
 HX0166                          SUPERSEDED SURVEY CONTROL
 HX0166
 HX0166  NGVD 29 (??/??/92)  339.997  (m)         1115.47   (f) ADJ UNCH    2 0
 HX0166
 HX0166.Superseded values are not recommended for survey control.
 HX0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0166.See file dsdata.txt to determine how the superseded data were derived.
 HX0166
 HX0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC478991(NAD 83)
 HX0166_MARKER: DB = BENCH MARK DISK
 HX0166_SETTING: 66 = SET IN ROCK OUTCROP
 HX0166_SP_SET: ROCK CLIFF
 HX0166_STAMPING: H 268 1962
 HX0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0166+STABILITY: POSITION/ELEVATION WELL
 HX0166
 HX0166  HISTORY     - Date     Condition        Report By
 HX0166  HISTORY     - 1962     MONUMENTED       CGS
 HX0166
 HX0166                          STATION DESCRIPTION
 HX0166
 HX0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0166'2.2 MI S FROM WALKERVILLE.
 HX0166'ABOUT 0.2 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE BALTIMORE
 HX0166'AND OHIO RAILROAD STATION AT WALKERVILLE, THENCE ABOUT 2.0 MILES
 HX0166'SOUTH ALONG U.S. HIGHWAY 19, SET VERTICALLY IN THE SOUTHWEST
 HX0166'FACE OF A ROCK CLIFF THAT IS ABOUT 176 FEET LONG AND 11 FEET
 HX0166'HIGH, 83 FEET NORTHWEST OF THE SOUTHEAST END OF THE CLIFF, 25 1/2
 HX0166'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 100 YARDS
 HX0166'NORTHWEST OF THE STONEWALL JACKSON INN, 3 FEET ABOVE THE GROUND,
 HX0166'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS
 HX0166'BENCH MARK IS ABOUT 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 19
 HX0166'FROM BENCH MARK U 267.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0234 ***********************************************************************
 HX0234  DESIGNATION -  H 269
 HX0234  PID         -  HX0234
 HX0234  STATE/COUNTY-  WV/BRAXTON
 HX0234  USGS QUAD   -  HACKER VALLEY (1967)
 HX0234
 HX0234                         *CURRENT SURVEY CONTROL
 HX0234  ___________________________________________________________________
 HX0234* NAD 83(1986)-  38 44 46.     (N)    080 27 32.     (W)     SCALED    
 HX0234* NAVD 88     -       289.749  (meters)     950.62   (feet)  ADJUSTED  
 HX0234  ___________________________________________________________________
 HX0234  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HX0234  DYNAMIC HT  -         289.551 (meters)     949.97  (feet)  COMP
 HX0234  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 HX0234
 HX0234  VERT ORDER  -  SECOND    CLASS 0
 HX0234
 HX0234.The horizontal coordinates were scaled from a topographic map and have
 HX0234.an estimated accuracy of +/- 6 seconds.
 HX0234
 HX0234.The orthometric height was determined by differential leveling
 HX0234.and adjusted by the National Geodetic Survey in June 1991..
 HX0234
 HX0234.The geoid height was determined by GEOID03.
 HX0234
 HX0234.The dynamic height is computed by dividing the NAVD 88
 HX0234.geopotential number by the normal gravity value computed on the
 HX0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0234.degrees latitude (g = 980.6199 gals.).
 HX0234
 HX0234.The modeled gravity was interpolated from observed gravity values.
 HX0234
 HX0234;                    North         East    Units  Estimated Accuracy
 HX0234;SPC WV S     -   193,940.      647,040.      MT  (+/- 180 meters Scaled)
 HX0234
 HX0234                          SUPERSEDED SURVEY CONTROL
 HX0234
 HX0234  NGVD 29 (??/??/92)  289.932  (m)          951.22   (f) ADJ UNCH    2 0
 HX0234
 HX0234.Superseded values are not recommended for survey control.
 HX0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0234.See file dsdata.txt to determine how the superseded data were derived.
 HX0234
 HX0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC470887(NAD 83)
 HX0234_MARKER: DB = BENCH MARK DISK
 HX0234_SETTING: 66 = SET IN ROCK OUTCROP
 HX0234_SP_SET: EMBEDDED ROCK
 HX0234_STAMPING: H 269 1962
 HX0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0234+STABILITY: POSITION/ELEVATION WELL
 HX0234
 HX0234  HISTORY     - Date     Condition        Report By
 HX0234  HISTORY     - 1962     MONUMENTED       CGS
 HX0234
 HX0234                          STATION DESCRIPTION
 HX0234
 HX0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0234'1.6 MI SW FROM WILDCAT.
 HX0234'ABOUT 1.6 MILES SOUTHWEST ALONG A MOUNTAIN ROAD THAT FOLLOWS
 HX0234'ALONG THE LITTLE KANAWHA RIVER FROM THE POST OFFICE AT WILDCAT,
 HX0234'SET ON TOP OF THE NORTHWEST END OF AN EMBEDDED ROCK THAT IS
 HX0234'6-BY 9-FOOT LONG AND 2 FEET HIGH, 18 FEET SOUTHWEST OF THE CENTER
 HX0234'LINE OF THE ROAD, 32 FEET NORTH OF A POND, AND ABOUT 2 FEET ABOVE
 HX0234'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0814 ***********************************************************************
 JW0814  DESIGNATION -  H 27
 JW0814  PID         -  JW0814
 JW0814  STATE/COUNTY-  WV/PRESTON
 JW0814  USGS QUAD   -  GLADESVILLE (1976)
 JW0814
 JW0814                         *CURRENT SURVEY CONTROL
 JW0814  ___________________________________________________________________
 JW0814* NAD 83(1986)-  39 23 25.     (N)    079 53 44.     (W)     SCALED    
 JW0814* NAVD 88     -       339.682  (meters)    1114.44   (feet)  POSTED    
 JW0814  ___________________________________________________________________
 JW0814  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JW0814  DYNAMIC HT  -         339.470 (meters)    1113.74  (feet)  COMP
 JW0814  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 JW0814
 JW0814  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JW0814
 JW0814.The horizontal coordinates were scaled from a topographic map and have
 JW0814.an estimated accuracy of +/- 6 seconds.
 JW0814
 JW0814.The orthometric height was determined by differential leveling
 JW0814.and adjusted by the National Geodetic Survey in 1992..
 JW0814.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JW0814.rate of 1.1 thru 2.0 mm/km.
 JW0814
 JW0814.The geoid height was determined by GEOID03.
 JW0814
 JW0814.The dynamic height is computed by dividing the NAVD 88
 JW0814.geopotential number by the normal gravity value computed on the
 JW0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0814.degrees latitude (g = 980.6199 gals.).
 JW0814
 JW0814.The modeled gravity was interpolated from observed gravity values.
 JW0814
 JW0814;                    North         East    Units  Estimated Accuracy
 JW0814;SPC WV N     -    98,910.      565,930.      MT  (+/- 180 meters Scaled)
 JW0814
 JW0814                          SUPERSEDED SURVEY CONTROL
 JW0814
 JW0814  NGVD 29 (??/??/92)  339.882  (m)         1115.10   (f) ADJ UNCH    1 2
 JW0814
 JW0814.Superseded values are not recommended for survey control.
 JW0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0814.See file dsdata.txt to determine how the superseded data were derived.
 JW0814
 JW0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND951606(NAD 83)
 JW0814_MARKER: DB = BENCH MARK DISK
 JW0814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0814_STAMPING: H 27 1935
 JW0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0814
 JW0814  HISTORY     - Date     Condition        Report By
 JW0814  HISTORY     - 1935     MONUMENTED       CGS
 JW0814  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0814
 JW0814                          STATION DESCRIPTION
 JW0814
 JW0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0814'1.5 MI SW FROM INDEPENDENCE.
 JW0814'1.5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0814'THE STATION AT INDEPENDENCE, PRESTON COUNTY, 0.3 MILE WEST OF THE
 JW0814'JUNCTION OF A SPUR TRACK, 150 YARDS WEST OF THE SECTION HOUSE,
 JW0814'1-1/2 POLES WEST OF MILEPOST 270+5, 30 FEET EAST OF A SIGNAL, AND
 JW0814'IN THE TOP OF THE SOUTH WINGWALL OF THE WEST ABUTMENT OF BRIDGE
 JW0814'97.  A STANDARD DISK, STAMPED H 27 1935.
 JW0814
 JW0814                          STATION RECOVERY (1983)
 JW0814
 JW0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1640 ***********************************************************************
 HX1640  DESIGNATION -  H 270
 HX1640  PID         -  HX1640
 HX1640  STATE/COUNTY-  WV/BRAXTON
 HX1640  USGS QUAD   -  HACKER VALLEY (1967)
 HX1640
 HX1640                         *CURRENT SURVEY CONTROL
 HX1640  ___________________________________________________________________
 HX1640* NAD 83(1986)-  38 44 17.     (N)    080 29 30.     (W)     SCALED    
 HX1640* NAVD 88     -       275.279  (meters)     903.14   (feet)  ADJUSTED  
 HX1640  ___________________________________________________________________
 HX1640  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HX1640  DYNAMIC HT  -         275.092 (meters)     902.53  (feet)  COMP
 HX1640  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 HX1640
 HX1640  VERT ORDER  -  SECOND    CLASS 0
 HX1640
 HX1640.The horizontal coordinates were scaled from a topographic map and have
 HX1640.an estimated accuracy of +/- 6 seconds.
 HX1640
 HX1640.The orthometric height was determined by differential leveling
 HX1640.and adjusted by the National Geodetic Survey in June 1991..
 HX1640
 HX1640.The geoid height was determined by GEOID03.
 HX1640
 HX1640.The dynamic height is computed by dividing the NAVD 88
 HX1640.geopotential number by the normal gravity value computed on the
 HX1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1640.degrees latitude (g = 980.6199 gals.).
 HX1640
 HX1640.The modeled gravity was interpolated from observed gravity values.
 HX1640
 HX1640;                    North         East    Units  Estimated Accuracy
 HX1640;SPC WV S     -   193,030.      644,200.      MT  (+/- 180 meters Scaled)
 HX1640
 HX1640                          SUPERSEDED SURVEY CONTROL
 HX1640
 HX1640  NGVD 29 (??/??/92)  275.464  (m)          903.75   (f) ADJ UNCH    2 0
 HX1640
 HX1640.Superseded values are not recommended for survey control.
 HX1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1640.See file dsdata.txt to determine how the superseded data were derived.
 HX1640
 HX1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC441878(NAD 83)
 HX1640_MARKER: DB = BENCH MARK DISK
 HX1640_SETTING: 66 = SET IN ROCK OUTCROP
 HX1640_SP_SET: ROCK LEDGE
 HX1640_STAMPING: H 270 1962
 HX1640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1640+STABILITY: POSITION/ELEVATION WELL
 HX1640
 HX1640  HISTORY     - Date     Condition        Report By
 HX1640  HISTORY     - 1962     MONUMENTED       CGS
 HX1640
 HX1640                          STATION DESCRIPTION
 HX1640
 HX1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1640'4.8 MI SW FROM WILDCAT.
 HX1640'ABOUT 4.8 MILES SOUTHWEST ALONG A MOUNTAIN ROAD THAT FOLLOWS
 HX1640'ALONG THE LITTLE KANAWHA RIVER FROM THE POST OFFICE AT WILDCAT,
 HX1640'SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK LEDGE THAT IS
 HX1640'ABOUT 76 FEET LONG AND 11 FEET HIGH, 9 FEET EAST OF THE CENTER OF
 HX1640'THE CREEK BED AND ROAD, ABOUT 164 YARDS NORTHEAST OF A OLD FARM
 HX1640'HOUSE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE CREEK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1482 ***********************************************************************
 HX1482  DESIGNATION -  H 271
 HX1482  PID         -  HX1482
 HX1482  STATE/COUNTY-  WV/BRAXTON
 HX1482  USGS QUAD   -  BURNSVILLE (1989)
 HX1482
 HX1482                         *CURRENT SURVEY CONTROL
 HX1482  ___________________________________________________________________
 HX1482* NAD 83(1986)-  38 51 53.     (N)    080 39 00.     (W)     SCALED    
 HX1482* NAVD 88     -       233.328  (meters)     765.51   (feet)  ADJUSTED  
 HX1482  ___________________________________________________________________
 HX1482  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HX1482  DYNAMIC HT  -         233.178 (meters)     765.02  (feet)  COMP
 HX1482  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 HX1482
 HX1482  VERT ORDER  -  SECOND    CLASS 0
 HX1482
 HX1482.The horizontal coordinates were scaled from a topographic map and have
 HX1482.an estimated accuracy of +/- 6 seconds.
 HX1482
 HX1482.The orthometric height was determined by differential leveling
 HX1482.and adjusted by the National Geodetic Survey in June 1991..
 HX1482
 HX1482.The geoid height was determined by GEOID03.
 HX1482
 HX1482.The dynamic height is computed by dividing the NAVD 88
 HX1482.geopotential number by the normal gravity value computed on the
 HX1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1482.degrees latitude (g = 980.6199 gals.).
 HX1482
 HX1482.The modeled gravity was interpolated from observed gravity values.
 HX1482
 HX1482;                    North         East    Units  Estimated Accuracy
 HX1482;SPC WV S     -   207,030.      630,380.      MT  (+/- 180 meters Scaled)
 HX1482
 HX1482                          SUPERSEDED SURVEY CONTROL
 HX1482
 HX1482  NGVD 29 (??/??/92)  233.533  (m)          766.18   (f) ADJ UNCH    2 0
 HX1482
 HX1482.Superseded values are not recommended for survey control.
 HX1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1482.See file dsdata.txt to determine how the superseded data were derived.
 HX1482
 HX1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND303018(NAD 83)
 HX1482_MARKER: DB = BENCH MARK DISK
 HX1482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1482_SP_SET: ABUTMENT
 HX1482_STAMPING: H 271 1962
 HX1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1482
 HX1482  HISTORY     - Date     Condition        Report By
 HX1482  HISTORY     - 1962     MONUMENTED       CGS
 HX1482
 HX1482                          STATION DESCRIPTION
 HX1482
 HX1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1482'3.6 MI W FROM ORLANDO.
 HX1482'ABOUT 3.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1482'FROM THE POST OFFICE AT ORLANDO, SET ON TOP OF THE SOUTHWEST END
 HX1482'OF THE SOUTHEAST ABUTMENT OF A STONE BRIDGE OVER A SMALL STREAM
 HX1482'AND ALSO SERVING AS AN UNDERPASS FOR A PRIVATE DRIVE, 291 FEET
 HX1482'EAST OF A ROAD CROSSING, 7 FEET SOUTH OF THE SOUTH RAIL, AND
 HX1482'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THIS BENCH
 HX1482'MARK CAN ALSO BE REACHED BY GOING ABOUT 0.1 MILE WEST ALONG COUNTY
 HX1482'ROAD 3 FROM THE POST OFFICE AT BURNSVILLE, THENCE 0.8 MILE EAST
 HX1482'ALONG THE BALTIMORE AND OHIO RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0365 ***********************************************************************
 HX0365  DESIGNATION -  H 272
 HX0365  PID         -  HX0365
 HX0365  STATE/COUNTY-  WV/UPSHUR
 HX0365  USGS QUAD   -  ALTON (1989)
 HX0365
 HX0365                         *CURRENT SURVEY CONTROL
 HX0365  ___________________________________________________________________
 HX0365* NAD 83(1986)-  38 48 45.     (N)    080 12 38.     (W)     SCALED    
 HX0365* NAVD 88     -       551.898  (meters)    1810.69   (feet)  ADJUSTED  
 HX0365  ___________________________________________________________________
 HX0365  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HX0365  DYNAMIC HT  -         551.506 (meters)    1809.40  (feet)  COMP
 HX0365  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 HX0365
 HX0365  VERT ORDER  -  SECOND    CLASS 0
 HX0365
 HX0365.The horizontal coordinates were scaled from a topographic map and have
 HX0365.an estimated accuracy of +/- 6 seconds.
 HX0365
 HX0365.The orthometric height was determined by differential leveling
 HX0365.and adjusted by the National Geodetic Survey in June 1991..
 HX0365
 HX0365.The geoid height was determined by GEOID03.
 HX0365
 HX0365.The dynamic height is computed by dividing the NAVD 88
 HX0365.geopotential number by the normal gravity value computed on the
 HX0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0365.degrees latitude (g = 980.6199 gals.).
 HX0365
 HX0365.The modeled gravity was interpolated from observed gravity values.
 HX0365
 HX0365;                    North         East    Units  Estimated Accuracy
 HX0365;SPC WV S     -   201,470.      668,570.      MT  (+/- 180 meters Scaled)
 HX0365
 HX0365                          SUPERSEDED SURVEY CONTROL
 HX0365
 HX0365  NGVD 29 (??/??/92)  552.062  (m)         1811.22   (f) ADJ UNCH    2 0
 HX0365
 HX0365.Superseded values are not recommended for survey control.
 HX0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0365.See file dsdata.txt to determine how the superseded data were derived.
 HX0365
 HX0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC685962(NAD 83)
 HX0365_MARKER: DB = BENCH MARK DISK
 HX0365_SETTING: 80 = SET IN A BOULDER
 HX0365_SP_SET: BOULDER
 HX0365_STAMPING: H 272 1962
 HX0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0365+STABILITY: SURFACE MOTION
 HX0365
 HX0365  HISTORY     - Date     Condition        Report By
 HX0365  HISTORY     - 1962     MONUMENTED       CGS
 HX0365  HISTORY     - 1975     GOOD             BAKER
 HX0365
 HX0365                          STATION DESCRIPTION
 HX0365
 HX0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0365'0.7 MI S FROM ALTON.
 HX0365'ABOUT 0.7 MILE SOUTH ALONG THE BALTIMORE AND OHIO FROM THE
 HX0365'POST OFFICE AT ALTON, SET ON TOP OF AN EMBEDDED ROCK THAT IS
 HX0365'ABOUT 10-BY 18-FOOT LONG AND 2 FOOT HIGH, 37 FEET NORTHEAST OF A
 HX0365'HOUSE PRESENTLY OWNED BY A MR. STANFORD, 20 FEET SOUTHEAST OF
 HX0365'A GATE, 6 1/2 FEET WEST OF THE WEST RAIL, 150 FEET NORTH OF
 HX0365'MILEPOST 13, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 HX0365
 HX0365                          STATION RECOVERY (1975)
 HX0365
 HX0365'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 HX0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0316 ***********************************************************************
 HX0316  DESIGNATION -  H 273
 HX0316  PID         -  HX0316
 HX0316  STATE/COUNTY-  WV/UPSHUR
 HX0316  USGS QUAD   -  ROCK CAVE (1966)
 HX0316
 HX0316                         *CURRENT SURVEY CONTROL
 HX0316  ___________________________________________________________________
 HX0316* NAD 83(1986)-  38 48 46.     (N)    080 16 29.     (W)     SCALED    
 HX0316* NAVD 88     -       628.337  (meters)    2061.47   (feet)  ADJUSTED  
 HX0316  ___________________________________________________________________
 HX0316  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HX0316  DYNAMIC HT  -         627.891 (meters)    2060.01  (feet)  COMP
 HX0316  MODELED GRAV-     979,898.2   (mgal)                       NAVD 88
 HX0316
 HX0316  VERT ORDER  -  SECOND    CLASS 0
 HX0316
 HX0316.The horizontal coordinates were scaled from a topographic map and have
 HX0316.an estimated accuracy of +/- 6 seconds.
 HX0316
 HX0316.The orthometric height was determined by differential leveling
 HX0316.and adjusted by the National Geodetic Survey in June 1991..
 HX0316
 HX0316.The geoid height was determined by GEOID03.
 HX0316
 HX0316.The dynamic height is computed by dividing the NAVD 88
 HX0316.geopotential number by the normal gravity value computed on the
 HX0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0316.degrees latitude (g = 980.6199 gals.).
 HX0316
 HX0316.The modeled gravity was interpolated from observed gravity values.
 HX0316
 HX0316;                    North         East    Units  Estimated Accuracy
 HX0316;SPC WV S     -   201,450.      662,990.      MT  (+/- 180 meters Scaled)
 HX0316
 HX0316                          SUPERSEDED SURVEY CONTROL
 HX0316
 HX0316  NGVD 29 (??/??/92)  628.502  (m)         2062.01   (f) ADJ UNCH    2 0
 HX0316
 HX0316.Superseded values are not recommended for survey control.
 HX0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0316.See file dsdata.txt to determine how the superseded data were derived.
 HX0316
 HX0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC629962(NAD 83)
 HX0316_MARKER: DD = SURVEY DISK
 HX0316_SETTING: 66 = SET IN ROCK OUTCROP
 HX0316_SP_SET: ROCK CLIFF
 HX0316_STAMPING: H 273 1962
 HX0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0316+STABILITY: POSITION/ELEVATION WELL
 HX0316
 HX0316  HISTORY     - Date     Condition        Report By
 HX0316  HISTORY     - 1962     MONUMENTED       CGS
 HX0316
 HX0316                          STATION DESCRIPTION
 HX0316
 HX0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0316'4.5 MI NW FROM ALEXANDER.
 HX0316'ABOUT 4.5 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HX0316'OFFICE AT ALEXANDER, ON THE INSIDE OF A CURVE WITH TANGENTS
 HX0316'EXTENDING TO THE SOUTHEAST AND NORTHEAST, SET VERTICALLY IN
 HX0316'THE SOUTHWEST FACE OF A ROCK CLIFF THAT IS ABOUT 96 FEET LONG
 HX0316'AND 20 FEET HIGH, 30 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 HX0316'CLIFF, 28 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND IS
 HX0316'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0391 ***********************************************************************
 HX0391  DESIGNATION -  H 274
 HX0391  PID         -  HX0391
 HX0391  STATE/COUNTY-  WV/UPSHUR
 HX0391  USGS QUAD   -  ALTON (1989)
 HX0391
 HX0391                         *CURRENT SURVEY CONTROL
 HX0391  ___________________________________________________________________
 HX0391* NAD 83(1986)-  38 49 29.     (N)    080 10 20.     (W)     SCALED    
 HX0391* NAVD 88     -       719.308  (meters)    2359.93   (feet)  ADJUSTED  
 HX0391  ___________________________________________________________________
 HX0391  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX0391  DYNAMIC HT  -         718.807 (meters)    2358.29  (feet)  COMP
 HX0391  MODELED GRAV-     979,906.2   (mgal)                       NAVD 88
 HX0391
 HX0391  VERT ORDER  -  SECOND    CLASS 0
 HX0391
 HX0391.The horizontal coordinates were scaled from a topographic map and have
 HX0391.an estimated accuracy of +/- 6 seconds.
 HX0391
 HX0391.The orthometric height was determined by differential leveling
 HX0391.and adjusted by the National Geodetic Survey in June 1991..
 HX0391
 HX0391.The geoid height was determined by GEOID03.
 HX0391
 HX0391.The dynamic height is computed by dividing the NAVD 88
 HX0391.geopotential number by the normal gravity value computed on the
 HX0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0391.degrees latitude (g = 980.6199 gals.).
 HX0391
 HX0391.The modeled gravity was interpolated from observed gravity values.
 HX0391
 HX0391;                    North         East    Units  Estimated Accuracy
 HX0391;SPC WV S     -   202,850.      671,880.      MT  (+/- 180 meters Scaled)
 HX0391
 HX0391                          SUPERSEDED SURVEY CONTROL
 HX0391
 HX0391  NGVD 29 (??/??/92)  719.481  (m)         2360.50   (f) ADJ UNCH    2 0
 HX0391
 HX0391.Superseded values are not recommended for survey control.
 HX0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0391.See file dsdata.txt to determine how the superseded data were derived.
 HX0391
 HX0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC718976(NAD 83)
 HX0391_MARKER: DB = BENCH MARK DISK
 HX0391_SETTING: 66 = SET IN ROCK OUTCROP
 HX0391_SP_SET: ROCK LEDGE
 HX0391_STAMPING: H 274 1962
 HX0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0391+STABILITY: POSITION/ELEVATION WELL
 HX0391
 HX0391  HISTORY     - Date     Condition        Report By
 HX0391  HISTORY     - 1962     MONUMENTED       CGS
 HX0391  HISTORY     - 1975     GOOD             BAKER
 HX0391
 HX0391                          STATION DESCRIPTION
 HX0391
 HX0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0391'3.4 MI SW FROM QUEENS.
 HX0391'ABOUT 0.75 MILE SOUTH ALONG COUNTY ROAD 9 FROM THE JUNCTION OF
 HX0391'COUNTY ROAD 9/11 AT QUEENS, THENCE 2.6 MILES SOUTHWEST ALONG
 HX0391'A COUNTY ROAD (GRAVEL), ABOUT 0.3 MILE WEST OF THE CUTRIGHT
 HX0391'CHURCH, SET VERTICALLY IN THE NORTH FACE OF A ROCK LEDGE THAT
 HX0391'IS ABOUT 46 FEET LONG AND 6 FEET HIGH, 10 FEET EAST OF THE WEST
 HX0391'END OF THE LEDGE, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HX0391'ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0391
 HX0391                          STATION RECOVERY (1975)
 HX0391
 HX0391'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 HX0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2081 ***********************************************************************
 HW2081  DESIGNATION -  H 275
 HW2081  PID         -  HW2081
 HW2081  STATE/COUNTY-  WV/RANDOLPH
 HW2081  USGS QUAD   -  MILL CREEK (1995)
 HW2081
 HW2081                         *CURRENT SURVEY CONTROL
 HW2081  ___________________________________________________________________
 HW2081* NAD 83(1986)-  38 44 41.     (N)    079 57 48.     (W)     SCALED    
 HW2081* NAVD 88     -       628.515  (meters)    2062.05   (feet)  ADJUSTED  
 HW2081  ___________________________________________________________________
 HW2081  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HW2081  DYNAMIC HT  -         628.054 (meters)    2060.54  (feet)  COMP
 HW2081  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 HW2081
 HW2081  VERT ORDER  -  FIRST     CLASS II
 HW2081
 HW2081.The horizontal coordinates were scaled from a topographic map and have
 HW2081.an estimated accuracy of +/- 6 seconds.
 HW2081
 HW2081.The orthometric height was determined by differential leveling
 HW2081.and adjusted by the National Geodetic Survey in June 1991..
 HW2081
 HW2081.The geoid height was determined by GEOID03.
 HW2081
 HW2081.The dynamic height is computed by dividing the NAVD 88
 HW2081.geopotential number by the normal gravity value computed on the
 HW2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2081.degrees latitude (g = 980.6199 gals.).
 HW2081
 HW2081.The modeled gravity was interpolated from observed gravity values.
 HW2081
 HW2081;                    North         East    Units  Estimated Accuracy
 HW2081;SPC WV S     -   194,150.      690,120.      MT  (+/- 180 meters Scaled)
 HW2081
 HW2081                          SUPERSEDED SURVEY CONTROL
 HW2081
 HW2081  NGVD 29 (??/??/92)  628.668  (m)         2062.55   (f) ADJ UNCH    1 2
 HW2081
 HW2081.Superseded values are not recommended for survey control.
 HW2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2081.See file dsdata.txt to determine how the superseded data were derived.
 HW2081
 HW2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC900889(NAD 83)
 HW2081_MARKER: DB = BENCH MARK DISK
 HW2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2081_STAMPING: H 275 1962
 HW2081_MARK LOGO: CGS   
 HW2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2081+STABILITY: SURFACE MOTION
 HW2081
 HW2081  HISTORY     - Date     Condition        Report By
 HW2081  HISTORY     - 1962     MONUMENTED       CGS
 HW2081  HISTORY     - 1983     GOOD             NGS
 HW2081
 HW2081                          STATION DESCRIPTION
 HW2081
 HW2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2081'1 MI NE FROM MILL CREEK.
 HW2081'ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 219 AND 250 FROM
 HW2081'THE BANK AT MILL CREEK, 27 FEET SOUTHEAST OF THE CENTER LINE
 HW2081'OF THE HIGHWAY, 5.2 FEET SOUTH OF THE SOUTH END OF A WOODEN
 HW2081'GATE, 44 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM A PRIVATE
 HW2081'DRIVE, 5 FEET EAST OF A CORNER POST OF FENCES LEADING NORTHEAST
 HW2081'AND SOUTHEAST, 2 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT
 HW2081'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS SET IN THE TOP OF
 HW2081'A CONCRETE POST THAT IS PROJECTING ABOUT 3-INCHES.
 HW2081
 HW2081                          STATION RECOVERY (1983)
 HW2081
 HW2081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0383 ***********************************************************************
 HX0383  DESIGNATION -  H 277
 HX0383  PID         -  HX0383
 HX0383  STATE/COUNTY-  WV/RANDOLPH
 HX0383  USGS QUAD   -  ADOLPH (1995)
 HX0383
 HX0383                         *CURRENT SURVEY CONTROL
 HX0383  ___________________________________________________________________
 HX0383* NAD 83(1986)-  38 39 26.     (N)    080 04 10.     (W)     SCALED    
 HX0383* NAVD 88     -       945.021  (meters)    3100.46   (feet)  ADJUSTED  
 HX0383  ___________________________________________________________________
 HX0383  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX0383  DYNAMIC HT  -         944.290 (meters)    3098.06  (feet)  COMP
 HX0383  MODELED GRAV-     979,821.4   (mgal)                       NAVD 88
 HX0383
 HX0383  VERT ORDER  -  SECOND    CLASS 0
 HX0383
 HX0383.The horizontal coordinates were scaled from a topographic map and have
 HX0383.an estimated accuracy of +/- 6 seconds.
 HX0383
 HX0383.The orthometric height was determined by differential leveling
 HX0383.and adjusted by the National Geodetic Survey in June 1991..
 HX0383
 HX0383.The geoid height was determined by GEOID03.
 HX0383
 HX0383.The dynamic height is computed by dividing the NAVD 88
 HX0383.geopotential number by the normal gravity value computed on the
 HX0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0383.degrees latitude (g = 980.6199 gals.).
 HX0383
 HX0383.The modeled gravity was interpolated from observed gravity values.
 HX0383
 HX0383;                    North         East    Units  Estimated Accuracy
 HX0383;SPC WV S     -   184,340.      680,990.      MT  (+/- 180 meters Scaled)
 HX0383
 HX0383                          SUPERSEDED SURVEY CONTROL
 HX0383
 HX0383  NGVD 29 (??/??/92)  945.156  (m)         3100.90   (f) ADJ UNCH    2 0
 HX0383
 HX0383.Superseded values are not recommended for survey control.
 HX0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0383.See file dsdata.txt to determine how the superseded data were derived.
 HX0383
 HX0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC809791(NAD 83)
 HX0383_MARKER: DB = BENCH MARK DISK
 HX0383_SETTING: 80 = SET IN A BOULDER
 HX0383_SP_SET: BOULDER
 HX0383_STAMPING: H 277 1962
 HX0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0383+STABILITY: SURFACE MOTION
 HX0383
 HX0383  HISTORY     - Date     Condition        Report By
 HX0383  HISTORY     - 1962     MONUMENTED       CGS
 HX0383
 HX0383                          STATION DESCRIPTION
 HX0383
 HX0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0383'12.6 MI SW FROM HUTTONSVILLE.
 HX0383'ABOUT 7.1 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 HX0383'AT HUTTONSVILLE, THENCE ABOUT 5.5 MILES NORTHWEST ALONG COUNTY
 HX0383'ROAD 219/16 (GRAVEL), 0.3 MILE NORTHEAST OF A WOODEN BRIDGE OVER
 HX0383'MILL CREEK, ON THE INSIDE AND AT THE NORTHEAST END OF A CURVE
 HX0383'WITH TANGENTS EXTENDING TO THE EAST AND SOUTHWEST, ON TOP OF A
 HX0383'ROCK THAT IS ABOUT 9-BY 5-FOOT WIDE AND EMBEDDED IN THE GROUND,
 HX0383'30 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.9 FOOT
 HX0383'SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK, AND ABOUT 1 FOOT
 HX0383'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1556 ***********************************************************************
 HX1556  DESIGNATION -  H 278
 HX1556  PID         -  HX1556
 HX1556  STATE/COUNTY-  WV/BRAXTON
 HX1556  USGS QUAD   -  SUTTON (1976)
 HX1556
 HX1556                         *CURRENT SURVEY CONTROL
 HX1556  ___________________________________________________________________
 HX1556* NAD 83(1986)-  38 41 47.     (N)    080 38 41.     (W)     SCALED    
 HX1556* NAVD 88     -       397.914  (meters)    1305.49   (feet)  ADJUSTED  
 HX1556  ___________________________________________________________________
 HX1556  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HX1556  DYNAMIC HT  -         397.642 (meters)    1304.60  (feet)  COMP
 HX1556  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 HX1556
 HX1556  VERT ORDER  -  SECOND    CLASS 0
 HX1556
 HX1556.The horizontal coordinates were scaled from a topographic map and have
 HX1556.an estimated accuracy of +/- 6 seconds.
 HX1556
 HX1556.The orthometric height was determined by differential leveling
 HX1556.and adjusted by the National Geodetic Survey in June 1991..
 HX1556
 HX1556.The geoid height was determined by GEOID03.
 HX1556
 HX1556.The dynamic height is computed by dividing the NAVD 88
 HX1556.geopotential number by the normal gravity value computed on the
 HX1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1556.degrees latitude (g = 980.6199 gals.).
 HX1556
 HX1556.The modeled gravity was interpolated from observed gravity values.
 HX1556
 HX1556;                    North         East    Units  Estimated Accuracy
 HX1556;SPC WV S     -   188,340.      630,910.      MT  (+/- 180 meters Scaled)
 HX1556
 HX1556                          SUPERSEDED SURVEY CONTROL
 HX1556
 HX1556  NGVD 29 (??/??/92)  398.090  (m)         1306.07   (f) ADJ UNCH    2 0
 HX1556
 HX1556.Superseded values are not recommended for survey control.
 HX1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1556.See file dsdata.txt to determine how the superseded data were derived.
 HX1556
 HX1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC308831(NAD 83)
 HX1556_MARKER: DB = BENCH MARK DISK
 HX1556_SETTING: 80 = SET IN A BOULDER
 HX1556_SP_SET: BOULDER
 HX1556_STAMPING: H 278 1962
 HX1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1556+STABILITY: SURFACE MOTION
 HX1556
 HX1556  HISTORY     - Date     Condition        Report By
 HX1556  HISTORY     - 1962     MONUMENTED       CGS
 HX1556
 HX1556                          STATION DESCRIPTION
 HX1556
 HX1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1556'3 MI S FROM FLATWOODS.
 HX1556'ABOUT 2.4 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1556'FROM THE STATION AT FLATWOODS, THENCE ABOUT 0.6 MILE WEST ALONG
 HX1556'A BLACK TOP ROAD, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HX1556'SET VERTICALLY IN THE SOUTH FACE OF A 19-FOOT-LONG BOULDER
 HX1556'PROJECTING FROM THE ROAD BANK, 4 FEET EAST OF THE WEST EDGE
 HX1556'OF THE BOULDER, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 HX1556'NOTE-- THIS MARK CAN BE REACHED BY GOING ABOUT 5.6 MILES WEST
 HX1556'ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT NEWVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2056 ***********************************************************************
 HW2056  DESIGNATION -  H 279
 HW2056  PID         -  HW2056
 HW2056  STATE/COUNTY-  WV/RANDOLPH
 HW2056  USGS QUAD   -  ELKINS (1995)
 HW2056
 HW2056                         *CURRENT SURVEY CONTROL
 HW2056  ___________________________________________________________________
 HW2056* NAD 83(1986)-  38 54 09.     (N)    079 52 04.     (W)     SCALED    
 HW2056* NAVD 88     -       596.243  (meters)    1956.17   (feet)  ADJUSTED  
 HW2056  ___________________________________________________________________
 HW2056  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HW2056  DYNAMIC HT  -         595.818 (meters)    1954.78  (feet)  COMP
 HW2056  MODELED GRAV-     979,895.6   (mgal)                       NAVD 88
 HW2056
 HW2056  VERT ORDER  -  FIRST     CLASS II
 HW2056
 HW2056.The horizontal coordinates were scaled from a topographic map and have
 HW2056.an estimated accuracy of +/- 6 seconds.
 HW2056
 HW2056.The orthometric height was determined by differential leveling
 HW2056.and adjusted by the National Geodetic Survey in June 1991..
 HW2056
 HW2056.The geoid height was determined by GEOID03.
 HW2056
 HW2056.The dynamic height is computed by dividing the NAVD 88
 HW2056.geopotential number by the normal gravity value computed on the
 HW2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2056.degrees latitude (g = 980.6199 gals.).
 HW2056
 HW2056.The modeled gravity was interpolated from observed gravity values.
 HW2056
 HW2056;                    North         East    Units  Estimated Accuracy
 HW2056;SPC WV S     -   211,770.      698,210.      MT  (+/- 180 meters Scaled)
 HW2056
 HW2056                          SUPERSEDED SURVEY CONTROL
 HW2056
 HW2056  NGVD 29 (??/??/92)  596.411  (m)         1956.73   (f) ADJ UNCH    1 2
 HW2056
 HW2056.Superseded values are not recommended for survey control.
 HW2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2056.See file dsdata.txt to determine how the superseded data were derived.
 HW2056
 HW2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND981065(NAD 83)
 HW2056_MARKER: DB = BENCH MARK DISK
 HW2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2056_STAMPING: H 279 1962
 HW2056_MARK LOGO: CGS   
 HW2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2056+STABILITY: SURFACE MOTION
 HW2056
 HW2056  HISTORY     - Date     Condition        Report By
 HW2056  HISTORY     - 1962     MONUMENTED       CGS
 HW2056  HISTORY     - 1983     GOOD             NGS
 HW2056
 HW2056                          STATION DESCRIPTION
 HW2056
 HW2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2056'2.1 MI S FROM ELKINS.
 HW2056'ABOUT 1.5 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM
 HW2056'THE WESTERN MARYLAND RAILWAY STATION AT ELKINS, THENCE ABOUT
 HW2056'0.6 MILE SOUTH ALONG A BLACK TOP ROAD (COUNTY ROAD 23), AT THE
 HW2056'BRETHREN CHURCH OF GOD, 33 FEET EAST OF THE CENTER LINE OF THE
 HW2056'ROAD, 6 1/2 FEET WEST OF THE NORTHWEST CORNER OF THE CHURCH, 1
 HW2056'FOOT WEST OF A WIRE FENCE CORNER, 2 FEET SOUTH OF A STEEL WITNESS
 HW2056'POST, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND IS SET
 HW2056'IN THE TOP OF A CONCRETE POST THAT IS PROJECTING ABOUT 2 INCHES.
 HW2056
 HW2056                          STATION RECOVERY (1983)
 HW2056
 HW2056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0932 ***********************************************************************
 KY0932  DESIGNATION -  H 28
 KY0932  PID         -  KY0932
 KY0932  STATE/COUNTY-  WV/BROOKE
 KY0932  USGS QUAD   -  TILTONSVILLE (1985)
 KY0932
 KY0932                         *CURRENT SURVEY CONTROL
 KY0932  ___________________________________________________________________
 KY0932* NAD 83(1986)-  40 11 08.     (N)    080 40 29.     (W)     SCALED    
 KY0932* NAVD 88     -       201.461  (meters)     660.96   (feet)  ADJUSTED  
 KY0932  ___________________________________________________________________
 KY0932  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY0932  DYNAMIC HT  -         201.354 (meters)     660.61  (feet)  COMP
 KY0932  MODELED GRAV-     980,091.7   (mgal)                       NAVD 88
 KY0932
 KY0932  VERT ORDER  -  FIRST     CLASS II
 KY0932
 KY0932.The horizontal coordinates were scaled from a topographic map and have
 KY0932.an estimated accuracy of +/- 6 seconds.
 KY0932
 KY0932.The orthometric height was determined by differential leveling
 KY0932.and adjusted by the National Geodetic Survey in June 1991..
 KY0932.WARNING-Repeat measurements at this control monument indicate possible
 KY0932.vertical movement.
 KY0932
 KY0932.The geoid height was determined by GEOID03.
 KY0932
 KY0932.The dynamic height is computed by dividing the NAVD 88
 KY0932.geopotential number by the normal gravity value computed on the
 KY0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0932.degrees latitude (g = 980.6199 gals.).
 KY0932
 KY0932.The modeled gravity was interpolated from observed gravity values.
 KY0932
 KY0932;                    North         East    Units  Estimated Accuracy
 KY0932;SPC WV N     -   187,790.      499,960.      MT  (+/- 180 meters Scaled)
 KY0932
 KY0932                          SUPERSEDED SURVEY CONTROL
 KY0932
 KY0932  NGVD 29 (??/??/92)  201.656  (m)          661.60   (f) ADJ UNCH    1 2
 KY0932
 KY0932.Superseded values are not recommended for survey control.
 KY0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0932.See file dsdata.txt to determine how the superseded data were derived.
 KY0932
 KY0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE276484(NAD 83)
 KY0932_MARKER: DB = BENCH MARK DISK
 KY0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0932_STAMPING: H 28 1935
 KY0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0932+STABILITY: SURFACE MOTION
 KY0932
 KY0932  HISTORY     - Date     Condition        Report By
 KY0932  HISTORY     - 1935     MONUMENTED       CGS
 KY0932  HISTORY     - 1957     GOOD             NGS
 KY0932  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0932
 KY0932                          STATION DESCRIPTION
 KY0932
 KY0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0932'AT SHORT CREEK.
 KY0932'AT SHORT CREEK, ALONG THE PENNSYLVANIA RAILROAD, 324 YARDS
 KY0932'NORTH-NORTHEAST OF NORTH END OF RAILROAD BRIDGE OVER SHORT CREEK,
 KY0932'13 FEET SOUTHEAST OF MILE POST 15, 20 FEET EAST-SOUTHEAST OF NEAR
 KY0932'RAIL OF MAIN TRACK, 88 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF
 KY0932'AN OLD WAREHOUSE BUILDING, ABOUT LEVEL WITH TRACK AND SET IN THE
 KY0932'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KY0932
 KY0932                          STATION RECOVERY (1983)
 KY0932
 KY0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0932'NOT RECOVERED, A SEARCH WAS MADE AND THE MARK LOCATION IS IN AN AREA
 KY0932'OF DENSE UNDERGROWTH AND IS NOW USED AS A DUMP, MARK MAY POSSIBLY BE
 KY0932'COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0408 ***********************************************************************
 HX0408  DESIGNATION -  H 280
 HX0408  PID         -  HX0408
 HX0408  STATE/COUNTY-  WV/RANDOLPH
 HX0408  USGS QUAD   -  CASSITY (1977)
 HX0408
 HX0408                         *CURRENT SURVEY CONTROL
 HX0408  ___________________________________________________________________
 HX0408* NAD 83(1986)-  38 49 36.     (N)    080 02 09.     (W)     SCALED    
 HX0408* NAVD 88     -       616.047  (meters)    2021.15   (feet)  ADJUSTED  
 HX0408  ___________________________________________________________________
 HX0408  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HX0408  DYNAMIC HT  -         615.602 (meters)    2019.69  (feet)  COMP
 HX0408  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 HX0408
 HX0408  VERT ORDER  -  SECOND    CLASS 0
 HX0408
 HX0408.The horizontal coordinates were scaled from a topographic map and have
 HX0408.an estimated accuracy of +/- 6 seconds.
 HX0408
 HX0408.The orthometric height was determined by differential leveling
 HX0408.and adjusted by the National Geodetic Survey in June 1991..
 HX0408
 HX0408.The geoid height was determined by GEOID03.
 HX0408
 HX0408.The dynamic height is computed by dividing the NAVD 88
 HX0408.geopotential number by the normal gravity value computed on the
 HX0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0408.degrees latitude (g = 980.6199 gals.).
 HX0408
 HX0408.The modeled gravity was interpolated from observed gravity values.
 HX0408
 HX0408;                    North         East    Units  Estimated Accuracy
 HX0408;SPC WV S     -   203,180.      683,720.      MT  (+/- 180 meters Scaled)
 HX0408
 HX0408                          SUPERSEDED SURVEY CONTROL
 HX0408
 HX0408  NGVD 29 (??/??/92)  616.203  (m)         2021.66   (f) ADJ UNCH    2 0
 HX0408
 HX0408.Superseded values are not recommended for survey control.
 HX0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0408.See file dsdata.txt to determine how the superseded data were derived.
 HX0408
 HX0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC836979(NAD 83)
 HX0408_MARKER: DB = BENCH MARK DISK
 HX0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0408_SP_SET: ABUTMENT
 HX0408_STAMPING: H 280 1962
 HX0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0408
 HX0408  HISTORY     - Date     Condition        Report By
 HX0408  HISTORY     - 1962     MONUMENTED       CGS
 HX0408
 HX0408                          STATION DESCRIPTION
 HX0408
 HX0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0408'AT CASSITY.
 HX0408'AT CASSITY, 197 FEET SOUTH OF THE SOUTHWEST CORNER OF THE POST
 HX0408'OFFICE BUILDING, ALONG THE MIDDLE FORK RAILROAD, SET ON TOP
 HX0408'OF THE EAST END OF THE NORTH ABUTMENT OF A RAILROAD BRIDGE
 HX0408'OVER CASSITY FORK, 6 FEET EAST OF THE EAST RAIL, 25 FEET SOUTH-EAST
 HX0408'OF THE CENTER OF CROSSING, AND ABOUT 4 FEET BELOW THE LEVEL
 HX0408'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2027 ***********************************************************************
 HW2027  DESIGNATION -  H 281
 HW2027  PID         -  HW2027
 HW2027  STATE/COUNTY-  WV/RANDOLPH
 HW2027  USGS QUAD   -  BEVERLY WEST (1995)
 HW2027
 HW2027                         *CURRENT SURVEY CONTROL
 HW2027  ___________________________________________________________________
 HW2027* NAD 83(1986)-  38 52 21.     (N)    079 57 10.     (W)     SCALED    
 HW2027* NAVD 88     -       815.403  (meters)    2675.20   (feet)  ADJUSTED  
 HW2027  ___________________________________________________________________
 HW2027  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HW2027  DYNAMIC HT  -         814.792 (meters)    2673.20  (feet)  COMP
 HW2027  MODELED GRAV-     979,850.8   (mgal)                       NAVD 88
 HW2027
 HW2027  VERT ORDER  -  SECOND    CLASS 0
 HW2027
 HW2027.The horizontal coordinates were scaled from a topographic map and have
 HW2027.an estimated accuracy of +/- 6 seconds.
 HW2027
 HW2027.The orthometric height was determined by differential leveling
 HW2027.and adjusted by the National Geodetic Survey in June 1991..
 HW2027
 HW2027.The geoid height was determined by GEOID03.
 HW2027
 HW2027.The dynamic height is computed by dividing the NAVD 88
 HW2027.geopotential number by the normal gravity value computed on the
 HW2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2027.degrees latitude (g = 980.6199 gals.).
 HW2027
 HW2027.The modeled gravity was interpolated from observed gravity values.
 HW2027
 HW2027;                    North         East    Units  Estimated Accuracy
 HW2027;SPC WV S     -   208,350.      690,880.      MT  (+/- 180 meters Scaled)
 HW2027
 HW2027                          SUPERSEDED SURVEY CONTROL
 HW2027
 HW2027  NGVD 29 (??/??/92)  815.543  (m)         2675.66   (f) ADJ UNCH    2 0
 HW2027
 HW2027.Superseded values are not recommended for survey control.
 HW2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2027.See file dsdata.txt to determine how the superseded data were derived.
 HW2027
 HW2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND908031(NAD 83)
 HW2027_MARKER: DB = BENCH MARK DISK
 HW2027_SETTING: 66 = SET IN ROCK OUTCROP
 HW2027_SP_SET: ROCK OUTCROP
 HW2027_STAMPING: H 281 1962
 HW2027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2027+STABILITY: POSITION/ELEVATION WELL
 HW2027
 HW2027  HISTORY     - Date     Condition        Report By
 HW2027  HISTORY     - 1962     MONUMENTED       CGS
 HW2027  HISTORY     - 1983     GOOD             NGS
 HW2027  HISTORY     - 1983     GOOD             NGS
 HW2027
 HW2027                          STATION DESCRIPTION
 HW2027
 HW2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2027'2.6 MI SE FROM MABIE.
 HW2027'ABOUT 0.9 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2027'OFFICE AT MABIE, THENCE ABOUT 1.65 MILES EAST ALONG A GRAVEL ROAD
 HW2027'THAT LEADS TO BEVERLY, SET IN THE FIRST STEP DOWN FROM THE TOP OF
 HW2027'A 20-FOOT LONG ROCK OUTCROP, ABOUT 0.1 MILE EAST OF A SHARP
 HW2027'CURVE, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 2
 HW2027'FEET ABOVE THE GROUND LEVEL, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL
 HW2027'OF THE ROAD.
 HW2027
 HW2027                          STATION RECOVERY (1983)
 HW2027
 HW2027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2027'RECOVERED IN GOOD CONDITION.
 HW2027
 HW2027                          STATION RECOVERY (1983)
 HW2027
 HW2027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2108 ***********************************************************************
 HW2108  DESIGNATION -  H 282
 HW2108  PID         -  HW2108
 HW2108  STATE/COUNTY-  WV/RANDOLPH
 HW2108  USGS QUAD   -  MILL CREEK (1995)
 HW2108
 HW2108                         *CURRENT SURVEY CONTROL
 HW2108  ___________________________________________________________________
 HW2108* NAD 83(1986)-  38 41 25.     (N)    079 53 19.     (W)     SCALED    
 HW2108* NAVD 88     -      1184.578  (meters)    3886.40   (feet)  ADJUSTED  
 HW2108  ___________________________________________________________________
 HW2108  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HW2108  DYNAMIC HT  -        1183.674 (meters)    3883.44  (feet)  COMP
 HW2108  MODELED GRAV-     979,821.0   (mgal)                       NAVD 88
 HW2108
 HW2108  VERT ORDER  -  SECOND    CLASS 0
 HW2108
 HW2108.The horizontal coordinates were scaled from a topographic map and have
 HW2108.an estimated accuracy of +/- 6 seconds.
 HW2108
 HW2108.The orthometric height was determined by differential leveling
 HW2108.and adjusted by the National Geodetic Survey in June 1991..
 HW2108
 HW2108.The geoid height was determined by GEOID03.
 HW2108
 HW2108.The dynamic height is computed by dividing the NAVD 88
 HW2108.geopotential number by the normal gravity value computed on the
 HW2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2108.degrees latitude (g = 980.6199 gals.).
 HW2108
 HW2108.The modeled gravity was interpolated from observed gravity values.
 HW2108
 HW2108;                    North         East    Units  Estimated Accuracy
 HW2108;SPC WV S     -   188,190.      696,690.      MT  (+/- 180 meters Scaled)
 HW2108
 HW2108                          SUPERSEDED SURVEY CONTROL
 HW2108
 HW2108  NGVD 29 (??/??/92) 1184.723  (m)         3886.88   (f) ADJ UNCH    2 0
 HW2108
 HW2108.Superseded values are not recommended for survey control.
 HW2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2108.See file dsdata.txt to determine how the superseded data were derived.
 HW2108
 HW2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC966829(NAD 83)
 HW2108_MARKER: DB = BENCH MARK DISK
 HW2108_SETTING: 80 = SET IN A BOULDER
 HW2108_STAMPING: H 282 1962
 HW2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2108+STABILITY: SURFACE MOTION
 HW2108
 HW2108  HISTORY     - Date     Condition        Report By
 HW2108  HISTORY     - 1962     MONUMENTED       CGS
 HW2108
 HW2108                          STATION DESCRIPTION
 HW2108
 HW2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2108'12.6 MI N FROM CHEAT BRIDGE.
 HW2108'ABOUT 8.15 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN MARYLAND
 HW2108'RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE,
 HW2108'THENCE ABOUT 4.0 MILES NORTHEAST ALONG MONONGAHLEA NATIONAL
 HW2108'FOREST ROAD 49, THENCE 0.5 MILE SOUTHWEST ALONG FOREST SERVICE
 HW2108'ROAD 92, SET ON TOP OF THE SOUTHEAST CORNER OF A ROCK BOULDER THAT
 HW2108'IS ABOUT 10-BY 13-FOOT LONG AND 8-FOOT HIGH, 49 FEET NORTHEAST
 HW2108'OF THE CENTER LINE OF A TRAIL LEADING NORTH, 109 FEET NORTH OF
 HW2108'THE CENTER OF THE JUNCTION, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL
 HW2108'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2933 ***********************************************************************
 JV2933  DESIGNATION -  H 283
 JV2933  PID         -  JV2933
 JV2933  STATE/COUNTY-  WV/BERKELEY
 JV2933  USGS QUAD   -  MARTINSBURG (1979)
 JV2933
 JV2933                         *CURRENT SURVEY CONTROL
 JV2933  ___________________________________________________________________
 JV2933* NAD 83(1986)-  39 26 56.     (N)    077 58 58.     (W)     SCALED    
 JV2933* NAVD 88     -       150.171  (meters)     492.69   (feet)  ADJUSTED  
 JV2933  ___________________________________________________________________
 JV2933  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JV2933  DYNAMIC HT  -         150.080 (meters)     492.39  (feet)  COMP
 JV2933  MODELED GRAV-     980,021.2   (mgal)                       NAVD 88
 JV2933
 JV2933  VERT ORDER  -  FIRST     CLASS II
 JV2933
 JV2933.The horizontal coordinates were scaled from a topographic map and have
 JV2933.an estimated accuracy of +/- 6 seconds.
 JV2933
 JV2933.The orthometric height was determined by differential leveling
 JV2933.and adjusted by the National Geodetic Survey in June 1991..
 JV2933
 JV2933.The geoid height was determined by GEOID03.
 JV2933
 JV2933.The dynamic height is computed by dividing the NAVD 88
 JV2933.geopotential number by the normal gravity value computed on the
 JV2933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2933.degrees latitude (g = 980.6199 gals.).
 JV2933
 JV2933.The modeled gravity was interpolated from observed gravity values.
 JV2933
 JV2933;                    North         East    Units  Estimated Accuracy
 JV2933;SPC WV N     -   106,450.      730,580.      MT  (+/- 180 meters Scaled)
 JV2933
 JV2933                          SUPERSEDED SURVEY CONTROL
 JV2933
 JV2933  NGVD 29 (??/??/??)  150.338  (m)          493.23   (f) ADJUSTED    1 2
 JV2933
 JV2933.Superseded values are not recommended for survey control.
 JV2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2933.See file dsdata.txt to determine how the superseded data were derived.
 JV2933
 JV2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ433708(NAD 83)
 JV2933_MARKER: DB = BENCH MARK DISK
 JV2933_SETTING: 66 = SET IN ROCK OUTCROP
 JV2933_SP_SET: BEDROCK
 JV2933_STAMPING: H 283 1965
 JV2933_MARK LOGO: CGS   
 JV2933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV2933+STABILITY: POSITION/ELEVATION WELL
 JV2933
 JV2933  HISTORY     - Date     Condition        Report By
 JV2933  HISTORY     - 1965     MONUMENTED       CGS
 JV2933  HISTORY     - 1977     GOOD             ALSTER
 JV2933  HISTORY     - 1983     GOOD             NGS
 JV2933
 JV2933                          STATION DESCRIPTION
 JV2933
 JV2933'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JV2933'1 MI SW FROM MARTINSBURG.
 JV2933'THE MARK IS LOCATED 0.85 MILE ALONG THE PA. RR. FROM THE PA. RR.
 JV2933'STATION IN MARTINSBURG.  TO REACH FROM THE INTERSECTION OF W KING
 JV2933'ST. AND WINCHESTER AVENUE, GO SOUTH ON WINCHESTER AVENUE FOR
 JV2933'0.9 MILE TO WASHINGTON AVENUE, TURN RIGHT, WEST, TO THE END OF
 JV2933'THE STREET AND THE MARTINSBURG LUMBER AND SUPPLY CO., THE MARK
 JV2933'IS ACROSS THE RR TRACKS FROM THE LUMBER COMPANY.  IT IS 96.6 FT.
 JV2933'SW OF THE SW CORNER OF A BLOCK BUILDING, 87.1 FT. N OF A WOODEN
 JV2933'FRAME BUILDING, 14.1 FT. NW OF THE NW RAIL OF THE TRACKS, THE
 JV2933'MARK IS SET IN OUTCROPPING BEDROCK ABOUT 2 FEET ABOVE THE
 JV2933'TRACKS.
 JV2933
 JV2933                          STATION RECOVERY (1977)
 JV2933
 JV2933'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977
 JV2933'RECOVERED IN GOOD CONDITION.
 JV2933
 JV2933                          STATION RECOVERY (1983)
 JV2933
 JV2933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1406 ***********************************************************************
 GX1406  DESIGNATION -  H 284
 GX1406  PID         -  GX1406
 GX1406  STATE/COUNTY-  WV/MERCER
 GX1406  USGS QUAD   -  PRINCETON (1976)
 GX1406
 GX1406                         *CURRENT SURVEY CONTROL
 GX1406  ___________________________________________________________________
 GX1406* NAD 83(1986)-  37 18 05.     (N)    081 05 19.     (W)     SCALED    
 GX1406* NAVD 88     -       631.574  (meters)    2072.09   (feet)  ADJUSTED  
 GX1406  ___________________________________________________________________
 GX1406  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX1406  DYNAMIC HT  -         631.011 (meters)    2070.24  (feet)  COMP
 GX1406  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 GX1406
 GX1406  VERT ORDER  -  FIRST     CLASS II
 GX1406
 GX1406.The horizontal coordinates were scaled from a topographic map and have
 GX1406.an estimated accuracy of +/- 6 seconds.
 GX1406
 GX1406.The orthometric height was determined by differential leveling
 GX1406.and adjusted by the National Geodetic Survey in June 1991..
 GX1406
 GX1406.The geoid height was determined by GEOID03.
 GX1406
 GX1406.The dynamic height is computed by dividing the NAVD 88
 GX1406.geopotential number by the normal gravity value computed on the
 GX1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1406.degrees latitude (g = 980.6199 gals.).
 GX1406
 GX1406.The modeled gravity was interpolated from observed gravity values.
 GX1406
 GX1406;                    North         East    Units  Estimated Accuracy
 GX1406;SPC WV S     -    33,460.      592,140.      MT  (+/- 180 meters Scaled)
 GX1406
 GX1406                          SUPERSEDED SURVEY CONTROL
 GX1406
 GX1406  NGVD 29 (??/??/92)  631.682  (m)         2072.44   (f) ADJ UNCH    1 2
 GX1406
 GX1406.Superseded values are not recommended for survey control.
 GX1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1406.See file dsdata.txt to determine how the superseded data were derived.
 GX1406
 GX1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB921283(NAD 83)
 GX1406_MARKER: DB = BENCH MARK DISK
 GX1406_SETTING: 66 = SET IN ROCK OUTCROP
 GX1406_SP_SET: ROCK LEDGE
 GX1406_STAMPING: H 284 1965
 GX1406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1406+STABILITY: POSITION/ELEVATION WELL
 GX1406
 GX1406  HISTORY     - Date     Condition        Report By
 GX1406  HISTORY     - 1965     MONUMENTED       CGS
 GX1406  HISTORY     - 1980     GOOD             LOCSUR
 GX1406  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1406
 GX1406                          STATION DESCRIPTION
 GX1406
 GX1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1406'8.2 MI W FROM OAKVALE.
 GX1406'ABOUT 8.2 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1406'THE STATION AT OAKVALE, ALSO 7.9 MILES EAST ALONG THE N. AND W.
 GX1406'RY. FROM THE STATION AT BLUEFIELD, ABOUT 0.15 MILE WEST OF THE
 GX1406'CROSSING OF A DIRT ROAD, SET IN THE TOP OF A ROCK LEDGE ABOUT
 GX1406'12 FEET LONG, 2 1/2 FEET HIGH AND IS AT THE BASE OF A LARGE
 GX1406'ROCK CUT, 15.0 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND
 GX1406'TRACK, 9.3 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE ROCK,
 GX1406'ABOUT 15 FEET EAST OF THE CENTER OF A SMALL RAVINE AND ABOUT
 GX1406'1 FOOT HIGHER THAN THE TRACK.
 GX1406
 GX1406                          STATION RECOVERY (1980)
 GX1406
 GX1406'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1406'RECOVERED IN GOOD CONDITION.
 GX1406
 GX1406                          STATION RECOVERY (1984)
 GX1406
 GX1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1406'NOT RECCVERED, INACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1928 ***********************************************************************
 HW1928  DESIGNATION -  H 3
 HW1928  PID         -  HW1928
 HW1928  STATE/COUNTY-  WV/POCAHONTAS
 HW1928  USGS QUAD   -  WILDELL (1995)
 HW1928
 HW1928                         *CURRENT SURVEY CONTROL
 HW1928  ___________________________________________________________________
 HW1928* NAD 83(1986)-  38 41 36.     (N)    079 47 30.     (W)     SCALED    
 HW1928* NAVD 88     -       923.487  (meters)    3029.81   (feet)  POSTED    
 HW1928  ___________________________________________________________________
 HW1928  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HW1928  DYNAMIC HT  -         922.760 (meters)    3027.42  (feet)  COMP
 HW1928  MODELED GRAV-     979,808.7   (mgal)                       NAVD 88
 HW1928
 HW1928  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HW1928
 HW1928.The horizontal coordinates were scaled from a topographic map and have
 HW1928.an estimated accuracy of +/- 6 seconds.
 HW1928
 HW1928.The orthometric height was determined by differential leveling
 HW1928.and adjusted by the National Geodetic Survey in 1992..
 HW1928.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HW1928.rate of 2.1 thru 3.0 mm/km.
 HW1928
 HW1928.The geoid height was determined by GEOID03.
 HW1928
 HW1928.The dynamic height is computed by dividing the NAVD 88
 HW1928.geopotential number by the normal gravity value computed on the
 HW1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1928.degrees latitude (g = 980.6199 gals.).
 HW1928
 HW1928.The modeled gravity was interpolated from observed gravity values.
 HW1928
 HW1928;                    North         East    Units  Estimated Accuracy
 HW1928;SPC WV S     -   188,630.      705,120.      MT  (+/- 180 meters Scaled)
 HW1928
 HW1928                          SUPERSEDED SURVEY CONTROL
 HW1928
 HW1928  NGVD 29 (??/??/92)  923.594  (m)         3030.16   (f) ADJ UNCH    1 2
 HW1928
 HW1928.Superseded values are not recommended for survey control.
 HW1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1928.See file dsdata.txt to determine how the superseded data were derived.
 HW1928
 HW1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC050834(NAD 83)
 HW1928_MARKER: DB = BENCH MARK DISK
 HW1928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1928_SP_SET: BRIDGE
 HW1928_STAMPING: H 3 1934
 HW1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1928
 HW1928  HISTORY     - Date     Condition        Report By
 HW1928  HISTORY     - 1934     MONUMENTED       CGS
 HW1928  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1928
 HW1928                          STATION DESCRIPTION
 HW1928
 HW1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1928'8.4 MI SW FROM GLADY.
 HW1928'IN POCAHONTAS COUNTY, 8.4 MILES SOUTHWEST ALONG THE WESTERN
 HW1928'MARYLAND RAILWAY FROM THE STATION AT GLADY, RANDOLPH COUNTY,
 HW1928'0.1 MILE NORTHEAST OF MILEPOST E 33, AT A BRIDGE OVER A SMALL
 HW1928'STREAM, IN THE TOP OF THE EAST WING WALL OF THE NORTH ABUTMENT,
 HW1928'3 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET
 HW1928'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 3 1934.
 HW1928
 HW1928                          STATION RECOVERY (1983)
 HW1928
 HW1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1512 ***********************************************************************
 GX1512  DESIGNATION -  H 30
 GX1512  PID         -  GX1512
 GX1512  STATE/COUNTY-  WV/MERCER
 GX1512  USGS QUAD   -  BLUEFIELD (1979)
 GX1512
 GX1512                         *CURRENT SURVEY CONTROL
 GX1512  ___________________________________________________________________
 GX1512* NAD 83(1986)-  37 16 14.     (N)    081 13 11.     (W)     SCALED    
 GX1512* NAVD 88     -       780.260  (meters)    2559.90   (feet)  ADJUSTED  
 GX1512  ___________________________________________________________________
 GX1512  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GX1512  DYNAMIC HT  -         779.556 (meters)    2557.59  (feet)  COMP
 GX1512  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 GX1512
 GX1512  VERT ORDER  -  FIRST     CLASS II
 GX1512
 GX1512.The horizontal coordinates were scaled from a topographic map and have
 GX1512.an estimated accuracy of +/- 6 seconds.
 GX1512
 GX1512.The orthometric height was determined by differential leveling
 GX1512.and adjusted by the National Geodetic Survey in June 1991..
 GX1512
 GX1512.The geoid height was determined by GEOID03.
 GX1512
 GX1512.The dynamic height is computed by dividing the NAVD 88
 GX1512.geopotential number by the normal gravity value computed on the
 GX1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1512.degrees latitude (g = 980.6199 gals.).
 GX1512
 GX1512.The modeled gravity was interpolated from observed gravity values.
 GX1512
 GX1512;                    North         East    Units  Estimated Accuracy
 GX1512;SPC WV S     -    30,050.      580,510.      MT  (+/- 180 meters Scaled)
 GX1512
 GX1512                          SUPERSEDED SURVEY CONTROL
 GX1512
 GX1512  NGVD 29 (??/??/92)  780.350  (m)         2560.20   (f) ADJ UNCH    1 2
 GX1512
 GX1512.Superseded values are not recommended for survey control.
 GX1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1512.See file dsdata.txt to determine how the superseded data were derived.
 GX1512
 GX1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB805249(NAD 83)
 GX1512_MARKER: DB = BENCH MARK DISK
 GX1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1512_STAMPING: H 30 1934
 GX1512_MARK LOGO: CGS   
 GX1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1512+STABILITY: SURFACE MOTION
 GX1512
 GX1512  HISTORY     - Date     Condition        Report By
 GX1512  HISTORY     - 1934     MONUMENTED       CGS
 GX1512  HISTORY     - 1965     GOOD             NGS
 GX1512  HISTORY     - 1984     GOOD             NGS
 GX1512
 GX1512                          STATION DESCRIPTION
 GX1512
 GX1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1512'AT BLUEFIELD.
 GX1512'AT BLUEFIELD, ALONG THE NORFOLK AND WESTERN RAILWAY, ABOUT 0.1
 GX1512'MILE WEST OF MILEPOST N-363, IN THE EAST LAWN FOR RAILROAD
 GX1512'STATION 37 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE STATION,
 GX1512'24.1 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF TRACKS,
 GX1512'8 FEET WEST OF THE WEST CURB OF THE PARKING LOT, 7.7 FEET NORTH
 GX1512'OF THE NORTH EDGE OF THE SIDEWALK LEADING FROM THE PARKING LOT
 GX1512'TO THE STATION, 5.1 FEET SOUTH OF A PIPE FENCE, ABOUT 3 FEET
 GX1512'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 GX1512'POST THAT IS 0.1 FOOT UNDERGROUND.
 GX1512
 GX1512                          STATION RECOVERY (1984)
 GX1512
 GX1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0755 ***********************************************************************
 JW0755  DESIGNATION -  H 31
 JW0755  PID         -  JW0755
 JW0755  STATE/COUNTY-  WV/MINERAL
 JW0755  USGS QUAD   -  GORMAN (1981)
 JW0755
 JW0755                         *CURRENT SURVEY CONTROL
 JW0755  ___________________________________________________________________
 JW0755* NAD 83(1986)-  39 20 25.     (N)    079 15 21.     (W)     SCALED    
 JW0755* NAVD 88     -       612.680  (meters)    2010.10   (feet)  ADJUSTED  
 JW0755  ___________________________________________________________________
 JW0755  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JW0755  DYNAMIC HT  -         612.241 (meters)    2008.66  (feet)  COMP
 JW0755  MODELED GRAV-     979,890.1   (mgal)                       NAVD 88
 JW0755
 JW0755  VERT ORDER  -  SECOND    CLASS 0
 JW0755
 JW0755.The horizontal coordinates were scaled from a topographic map and have
 JW0755.an estimated accuracy of +/- 6 seconds.
 JW0755
 JW0755.The orthometric height was determined by differential leveling
 JW0755.and adjusted by the National Geodetic Survey in June 1991..
 JW0755
 JW0755.The geoid height was determined by GEOID03.
 JW0755
 JW0755.The dynamic height is computed by dividing the NAVD 88
 JW0755.geopotential number by the normal gravity value computed on the
 JW0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0755.degrees latitude (g = 980.6199 gals.).
 JW0755
 JW0755.The modeled gravity was interpolated from observed gravity values.
 JW0755
 JW0755;                    North         East    Units  Estimated Accuracy
 JW0755;SPC WV N     -    93,310.      621,050.      MT  (+/- 180 meters Scaled)
 JW0755
 JW0755                          SUPERSEDED SURVEY CONTROL
 JW0755
 JW0755  NGVD 29 (??/??/92)  612.805  (m)         2010.51   (f) ADJ UNCH    2 0
 JW0755
 JW0755.Superseded values are not recommended for survey control.
 JW0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0755.See file dsdata.txt to determine how the superseded data were derived.
 JW0755
 JW0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD503559(NAD 83)
 JW0755_MARKER: DB = BENCH MARK DISK
 JW0755_SETTING: 80 = SET IN A BOULDER
 JW0755_SP_SET: BOULDER
 JW0755_STAMPING: H 31 1935
 JW0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0755+STABILITY: SURFACE MOTION
 JW0755
 JW0755  HISTORY     - Date     Condition        Report By
 JW0755  HISTORY     - 1935     MONUMENTED       CGS
 JW0755
 JW0755                          STATION DESCRIPTION
 JW0755
 JW0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0755'AT SCHELL.
 JW0755'AT SCHELL, MINERAL COUNTY, ON THE WESTERN MARYLAND RAILWAY, 240
 JW0755'FEET SOUTH OF A SECTION TOOLHOUSE, 33 FEET NORTHEAST OF THE
 JW0755'CENTERLINE OF THE MAIN TRACK, IN THE TOP OF A BOULDER, AND 3
 JW0755'FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED
 JW0755'H 31 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2960 ***********************************************************************
 KY2960  DESIGNATION -  H 312
 KY2960  PID         -  KY2960
 KY2960  STATE/COUNTY-  WV/HANCOCK
 KY2960  USGS QUAD   -  EAST LIVERPOOL SOUTH (1985)
 KY2960
 KY2960                         *CURRENT SURVEY CONTROL
 KY2960  ___________________________________________________________________
 KY2960* NAD 83(1986)-  40 31 53.     (N)    080 37 17.     (W)     SCALED    
 KY2960* NAVD 88     -       257.421  (meters)     844.56   (feet)  ADJUSTED  
 KY2960  ___________________________________________________________________
 KY2960  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KY2960  DYNAMIC HT  -         257.288 (meters)     844.12  (feet)  COMP
 KY2960  MODELED GRAV-     980,101.7   (mgal)                       NAVD 88
 KY2960
 KY2960  VERT ORDER  -  FIRST     CLASS II
 KY2960
 KY2960.The horizontal coordinates were scaled from a topographic map and have
 KY2960.an estimated accuracy of +/- 6 seconds.
 KY2960
 KY2960.The orthometric height was determined by differential leveling
 KY2960.and adjusted by the National Geodetic Survey in June 1991..
 KY2960
 KY2960.The geoid height was determined by GEOID03.
 KY2960
 KY2960.The dynamic height is computed by dividing the NAVD 88
 KY2960.geopotential number by the normal gravity value computed on the
 KY2960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2960.degrees latitude (g = 980.6199 gals.).
 KY2960
 KY2960.The modeled gravity was interpolated from observed gravity values.
 KY2960
 KY2960;                    North         East    Units  Estimated Accuracy
 KY2960;SPC WV N     -   226,130.      504,980.      MT  (+/- 180 meters Scaled)
 KY2960
 KY2960                          SUPERSEDED SURVEY CONTROL
 KY2960
 KY2960.No superseded survey control is available for this station.
 KY2960
 KY2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE320868(NAD 83)
 KY2960_MARKER: I = METAL ROD
 KY2960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KY2960_SP_SET: STAINLESS STEEL ROD
 KY2960_STAMPING: H 312 1983
 KY2960_MARK LOGO: NGS   
 KY2960_PROJECTION: FLUSH
 KY2960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2960_ROD/PIPE-DEPTH: 3.8  meters
 KY2960
 KY2960  HISTORY     - Date     Condition        Report By
 KY2960  HISTORY     - 1983     MONUMENTED       NGS
 KY2960
 KY2960                          STATION DESCRIPTION
 KY2960
 KY2960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2960'4.75 KM (2.95 MI) NW FROM NEW CUMBERLAND.
 KY2960'4.75 KM (2.95 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 KY2960'IN NEW CUMBERLAND TO THE JUNCTION OF A PAVED ROAD LEADING NORTHEAST
 KY2960'AND A SIGN (JOHN D. ROCKEFELLER IV VOCATIONAL - TECHNICAL CENTER), AND
 KY2960'THE MARK ON THE RIGHT, 17.62 METERS (57.8 FT) NORTHEAST OF THE
 KY2960'CENTERLINE OF THE HIGHWAY, 29.26 METERS (96.0 FT) NORTH-NORTHWEST OF
 KY2960'THE CENTER OF THE ROAD LEADING NORTHEAST AND INTO THE CENTER,
 KY2960'1.04 METERS (3.4 FT) NORTH-NORTHWEST OF THE NORTHEAST LEG OF THE SIGN.
 KY2960'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1046 ***********************************************************************
 JW1046  DESIGNATION -  H 313
 JW1046  PID         -  JW1046
 JW1046  STATE/COUNTY-  WV/MONONGALIA
 JW1046  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1046
 JW1046                         *CURRENT SURVEY CONTROL
 JW1046  ___________________________________________________________________
 JW1046* NAD 83(1986)-  39 43 13.     (N)    079 54 41.     (W)     SCALED    
 JW1046* NAVD 88     -       326.755  (meters)    1072.03   (feet)  ADJUSTED  
 JW1046  ___________________________________________________________________
 JW1046  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JW1046  DYNAMIC HT  -         326.562 (meters)    1071.40  (feet)  COMP
 JW1046  MODELED GRAV-     980,029.3   (mgal)                       NAVD 88
 JW1046
 JW1046  VERT ORDER  -  FIRST     CLASS II
 JW1046
 JW1046.The horizontal coordinates were scaled from a topographic map and have
 JW1046.an estimated accuracy of +/- 6 seconds.
 JW1046
 JW1046.The orthometric height was determined by differential leveling
 JW1046.and adjusted by the National Geodetic Survey in June 1991..
 JW1046
 JW1046.The geoid height was determined by GEOID03.
 JW1046
 JW1046.The dynamic height is computed by dividing the NAVD 88
 JW1046.geopotential number by the normal gravity value computed on the
 JW1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1046.degrees latitude (g = 980.6199 gals.).
 JW1046
 JW1046.The modeled gravity was interpolated from observed gravity values.
 JW1046
 JW1046;                    North         East    Units  Estimated Accuracy
 JW1046;SPC WV N     -   135,550.      564,730.      MT  (+/- 180 meters Scaled)
 JW1046
 JW1046                          SUPERSEDED SURVEY CONTROL
 JW1046
 JW1046.No superseded survey control is available for this station.
 JW1046
 JW1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND933972(NAD 83)
 JW1046_MARKER: I = METAL ROD
 JW1046_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1046+WITH SETTING: INFORMATION.
 JW1046_SP_SET: SHALLOW SET METAL ROD
 JW1046_STAMPING: H 313 1983
 JW1046_MARK LOGO: NGS   
 JW1046_PROJECTION: FLUSH
 JW1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1046_ROD/PIPE-DEPTH: 1.1  meters
 JW1046
 JW1046  HISTORY     - Date     Condition        Report By
 JW1046  HISTORY     - 1983     MONUMENTED       NGS
 JW1046
 JW1046                          STATION DESCRIPTION
 JW1046
 JW1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1046'2.7 KM (1.7 MI) SOUTH FROM POINT MARION PA.
 JW1046'2.7 KM (1.7 MI) SOUTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE IN
 JW1046'POINT MARION PA TO THE MARK ON THE RIGHT, AT THE PENNSYLVANIA-WEST
 JW1046'VIRGINIA STATE LINE, 9.14 METERS (30.0 FT) NORTHWEST OF THE CENTERLINE
 JW1046'OF THE HIGHWAY, 3.05 METERS (10.0 FT) WEST-NORTHWEST OF THE NORTHWEST
 JW1046'SUPPORT FOR THE STATE LINE SIGN, 0.61 METER (2.0 FT) SOUTHEAST OF A
 JW1046'FENCE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO
 JW1046'REFUSAL AND ANCHORED.
 JW1046'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 JW1046'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1731 ***********************************************************************
 JX1731  DESIGNATION -  H 314
 JX1731  PID         -  JX1731
 JX1731  STATE/COUNTY-  WV/WOOD
 JX1731  USGS QUAD   -  KANAWHA (1989)
 JX1731
 JX1731                         *CURRENT SURVEY CONTROL
 JX1731  ___________________________________________________________________
 JX1731* NAD 83(1986)-  39 14 43.     (N)    081 28 27.     (W)     SCALED    
 JX1731* NAVD 88     -       272.289  (meters)     893.33   (feet)  ADJUSTED  
 JX1731  ___________________________________________________________________
 JX1731  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JX1731  DYNAMIC HT  -         272.121 (meters)     892.78  (feet)  COMP
 JX1731  MODELED GRAV-     980,003.6   (mgal)                       NAVD 88
 JX1731
 JX1731  VERT ORDER  -  FIRST     CLASS II
 JX1731
 JX1731.The horizontal coordinates were scaled from a topographic map and have
 JX1731.an estimated accuracy of +/- 6 seconds.
 JX1731
 JX1731.The orthometric height was determined by differential leveling
 JX1731.and adjusted by the National Geodetic Survey in June 1991..
 JX1731
 JX1731.The geoid height was determined by GEOID03.
 JX1731
 JX1731.The dynamic height is computed by dividing the NAVD 88
 JX1731.geopotential number by the normal gravity value computed on the
 JX1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1731.degrees latitude (g = 980.6199 gals.).
 JX1731
 JX1731.The modeled gravity was interpolated from observed gravity values.
 JX1731
 JX1731;                    North         East    Units  Estimated Accuracy
 JX1731;SPC WV N     -    84,610.      429,600.      MT  (+/- 180 meters Scaled)
 JX1731
 JX1731                          SUPERSEDED SURVEY CONTROL
 JX1731
 JX1731.No superseded survey control is available for this station.
 JX1731
 JX1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD590441(NAD 83)
 JX1731_MARKER: DB = BENCH MARK DISK
 JX1731_SETTING: 66 = SET IN ROCK OUTCROP
 JX1731_SP_SET: ROCK OUTCROP
 JX1731_STAMPING: H 314 1983
 JX1731_MARK LOGO: NGS   
 JX1731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1731+STABILITY: POSITION/ELEVATION WELL
 JX1731
 JX1731  HISTORY     - Date     Condition        Report By
 JX1731  HISTORY     - 1983     MONUMENTED       NGS
 JX1731
 JX1731                          STATION DESCRIPTION
 JX1731
 JX1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1731'3.9 KM (2.45 MI) EAST FROM PARKERSBURG.
 JX1731'3.9 KM (2.45 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1731'INTERSTATE 77 IN PARKERSBURG TO THE MARK ON THE LEFT, 14.1 METERS
 JX1731'(46.5 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 JX1731'HIGHWAY.
 JX1731'THE MARK IS 1.8 METERS  NW FROM A WITNESS POST.
 JX1731'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1795 ***********************************************************************
 JX1795  DESIGNATION -  H 315
 JX1795  PID         -  JX1795
 JX1795  STATE/COUNTY-  WV/MARION
 JX1795  USGS QUAD   -  FAIRMONT EAST (1976)
 JX1795
 JX1795                         *CURRENT SURVEY CONTROL
 JX1795  ___________________________________________________________________
 JX1795* NAD 83(1986)-  39 24 55.     (N)    080 04 04.     (W)     SCALED    
 JX1795* NAVD 88     -       463.959  (meters)    1522.17   (feet)  ADJUSTED  
 JX1795  ___________________________________________________________________
 JX1795  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JX1795  DYNAMIC HT  -         463.665 (meters)    1521.21  (feet)  COMP
 JX1795  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 JX1795
 JX1795  VERT ORDER  -  FIRST     CLASS II
 JX1795
 JX1795.The horizontal coordinates were scaled from a topographic map and have
 JX1795.an estimated accuracy of +/- 6 seconds.
 JX1795
 JX1795.The orthometric height was determined by differential leveling
 JX1795.and adjusted by the National Geodetic Survey in June 1991..
 JX1795
 JX1795.The geoid height was determined by GEOID03.
 JX1795
 JX1795.The dynamic height is computed by dividing the NAVD 88
 JX1795.geopotential number by the normal gravity value computed on the
 JX1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1795.degrees latitude (g = 980.6199 gals.).
 JX1795
 JX1795.The modeled gravity was interpolated from observed gravity values.
 JX1795
 JX1795;                    North         East    Units  Estimated Accuracy
 JX1795;SPC WV N     -   101,770.      551,110.      MT  (+/- 180 meters Scaled)
 JX1795
 JX1795                          SUPERSEDED SURVEY CONTROL
 JX1795
 JX1795.No superseded survey control is available for this station.
 JX1795
 JX1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND802632(NAD 83)
 JX1795_MARKER: DB = BENCH MARK DISK
 JX1795_SETTING: 66 = SET IN ROCK OUTCROP
 JX1795_SP_SET: ROCK OUTCROP
 JX1795_STAMPING: H 315 1983
 JX1795_MARK LOGO: NGS   
 JX1795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1795+STABILITY: POSITION/ELEVATION WELL
 JX1795
 JX1795  HISTORY     - Date     Condition        Report By
 JX1795  HISTORY     - 1983     MONUMENTED       NGS
 JX1795
 JX1795                          STATION DESCRIPTION
 JX1795
 JX1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1795'13.2 KM (8.2 MI) NORTH FROM GRAFTON.
 JX1795'13.2 KM (8.2 MI) NORTH ALONG STATE HIGHWAY 310 FROM THE JUNCTION OF
 JX1795'U.S. HIGHWAY 50 IN GRAFTON TO THE MARK ON THE RIGHT, 0.8 KM (0.5 MI)
 JX1795'SOUTHEAST OF QUIET DELL ELEMENTARY SCHOOL, 4.26 METERS (14.0 FT)
 JX1795'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.18 METERS (27.0 FT)
 JX1795'SOUTHEAST OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A CULVERT
 JX1795'UNDER THE HIGHWAY.
 JX1795'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 JX1795'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1683 ***********************************************************************
 JX1683  DESIGNATION -  H 316
 JX1683  PID         -  JX1683
 JX1683  STATE/COUNTY-  WV/MARSHALL
 JX1683  USGS QUAD   -  POWHATAN POINT (1984)
 JX1683
 JX1683                         *CURRENT SURVEY CONTROL
 JX1683  ___________________________________________________________________
 JX1683* NAD 83(1986)-  39 46 52.     (N)    080 50 48.     (W)     SCALED    
 JX1683* NAVD 88     -       200.311  (meters)     657.19   (feet)  ADJUSTED  
 JX1683  ___________________________________________________________________
 JX1683  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JX1683  DYNAMIC HT  -         200.197 (meters)     656.81  (feet)  COMP
 JX1683  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 JX1683
 JX1683  VERT ORDER  -  FIRST     CLASS II
 JX1683
 JX1683.The horizontal coordinates were scaled from a topographic map and have
 JX1683.an estimated accuracy of +/- 6 seconds.
 JX1683
 JX1683.The orthometric height was determined by differential leveling
 JX1683.and adjusted by the National Geodetic Survey in June 1991..
 JX1683
 JX1683.The geoid height was determined by GEOID03.
 JX1683
 JX1683.The dynamic height is computed by dividing the NAVD 88
 JX1683.geopotential number by the normal gravity value computed on the
 JX1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1683.degrees latitude (g = 980.6199 gals.).
 JX1683
 JX1683.The modeled gravity was interpolated from observed gravity values.
 JX1683
 JX1683;                    North         East    Units  Estimated Accuracy
 JX1683;SPC WV N     -   143,090.      484,650.      MT  (+/- 180 meters Scaled)
 JX1683
 JX1683                          SUPERSEDED SURVEY CONTROL
 JX1683
 JX1683.No superseded survey control is available for this station.
 JX1683
 JX1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE131034(NAD 83)
 JX1683_MARKER: I = METAL ROD
 JX1683_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1683_SP_SET: STAINLESS STEEL ROD
 JX1683_STAMPING: H 316 1983
 JX1683_MARK LOGO: NGS   
 JX1683_PROJECTION: FLUSH
 JX1683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1683_ROD/PIPE-DEPTH: 5.0  meters
 JX1683
 JX1683  HISTORY     - Date     Condition        Report By
 JX1683  HISTORY     - 1983     MONUMENTED       NGS
 JX1683
 JX1683                          STATION DESCRIPTION
 JX1683
 JX1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1683'2.3 KM (1.45 MI) SW FROM FRANKLIN.
 JX1683'2.3 KM (1.45 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 JX1683'BURCH ROAD IN FRANKLIN TO THE MARK ON THE RIGHT, AT THE SOUTHWEST END
 JX1683'OF A STEEL GUARDRAIL, 7.71 METERS (25.3 FT) NORTHWEST OF THE
 JX1683'CENTERLINE OF THE HIGHWAY, 28.77 METERS (94.4 FT) NORTHEAST OF UTILITY
 JX1683'POLE 9023997, 1.77 METERS (5.8 FT) NORTHEAST OF THE SOUTHWEST END OF
 JX1683'THE GUARDRAIL.
 JX1683'THE MARK IS 0.67 METERS  S FROM A WITNESS POST.
 JX1683'THE MARK IS 0.50 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1105 ***********************************************************************
 JW1105  DESIGNATION -  H 317
 JW1105  PID         -  JW1105
 JW1105  STATE/COUNTY-  WV/PRESTON
 JW1105  USGS QUAD   -  FELLOWSVILLE (1976)
 JW1105
 JW1105                         *CURRENT SURVEY CONTROL
 JW1105  ___________________________________________________________________
 JW1105* NAD 83(1986)-  39 20 11.     (N)    079 51 49.     (W)     SCALED    
 JW1105* NAVD 88     -       409.423  (meters)    1343.25   (feet)  ADJUSTED  
 JW1105  ___________________________________________________________________
 JW1105  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JW1105  DYNAMIC HT  -         409.162 (meters)    1342.39  (feet)  COMP
 JW1105  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 JW1105
 JW1105  VERT ORDER  -  FIRST     CLASS II
 JW1105
 JW1105.The horizontal coordinates were scaled from a topographic map and have
 JW1105.an estimated accuracy of +/- 6 seconds.
 JW1105
 JW1105.The orthometric height was determined by differential leveling
 JW1105.and adjusted by the National Geodetic Survey in June 1991..
 JW1105
 JW1105.The geoid height was determined by GEOID03.
 JW1105
 JW1105.The dynamic height is computed by dividing the NAVD 88
 JW1105.geopotential number by the normal gravity value computed on the
 JW1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1105.degrees latitude (g = 980.6199 gals.).
 JW1105
 JW1105.The modeled gravity was interpolated from observed gravity values.
 JW1105
 JW1105;                    North         East    Units  Estimated Accuracy
 JW1105;SPC WV N     -    92,920.      568,650.      MT  (+/- 180 meters Scaled)
 JW1105
 JW1105                          SUPERSEDED SURVEY CONTROL
 JW1105
 JW1105.No superseded survey control is available for this station.
 JW1105
 JW1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND979547(NAD 83)
 JW1105_MARKER: DB = BENCH MARK DISK
 JW1105_SETTING: 66 = SET IN ROCK OUTCROP
 JW1105_SP_SET: ROCK OUTCROP
 JW1105_STAMPING: H 317 1983
 JW1105_MARK LOGO: NGS   
 JW1105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1105+STABILITY: POSITION/ELEVATION WELL
 JW1105
 JW1105  HISTORY     - Date     Condition        Report By
 JW1105  HISTORY     - 1983     MONUMENTED       NGS
 JW1105
 JW1105                          STATION DESCRIPTION
 JW1105
 JW1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1105'15.7 KM (9.75 MI) EAST FROM GRAFTON.
 JW1105'15.7 KM (9.75 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION OF
 JW1105'STATE HIGHWAY 119 IN GRAFTON TO THE MARK ON THE LEFT, IN AN OPEN
 JW1105'PASTURE IN TOP OF THE SOUTHEAST END OF AN EXPOSED OUTCROP, ALSO 4.8 KM
 JW1105'(3.0 MI) SOUTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG ELEMENTARY
 JW1105'SCHOOL IN ROWLESBURG, THENCE 20.0 KM (12.45 MI) WEST ALONG U.S.
 JW1105'HIGHWAY 50, 12.50 METERS (41.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 JW1105'HIGHWAY, 21.94 METERS (72.0 FT) SOUTHEAST OF THE CENTER OF A GRAVEL
 JW1105'ROAD LEADING NORTH, 24.70 METERS (81.0 FT) SOUTH OF A POWER POLE,
 JW1105'0.61 METER (2.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE OUTCROP.
 JW1105'THE MARK IS 0.39 METERS  SW FROM A WITNESS POST.
 JW1105'THE MARK IS 4.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1755 ***********************************************************************
 JX1755  DESIGNATION -  H 319
 JX1755  PID         -  JX1755
 JX1755  STATE/COUNTY-  WV/DODDRIDGE
 JX1755  USGS QUAD   -  WEST UNION (1987)
 JX1755
 JX1755                         *CURRENT SURVEY CONTROL
 JX1755  ___________________________________________________________________
 JX1755* NAD 83(1986)-  39 16 40.     (N)    080 50 43.     (W)     SCALED    
 JX1755* NAVD 88     -       284.128  (meters)     932.18   (feet)  ADJUSTED  
 JX1755  ___________________________________________________________________
 JX1755  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX1755  DYNAMIC HT  -         283.952 (meters)     931.60  (feet)  COMP
 JX1755  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 JX1755
 JX1755  VERT ORDER  -  FIRST     CLASS II
 JX1755
 JX1755.The horizontal coordinates were scaled from a topographic map and have
 JX1755.an estimated accuracy of +/- 6 seconds.
 JX1755
 JX1755.The orthometric height was determined by differential leveling
 JX1755.and adjusted by the National Geodetic Survey in June 1991..
 JX1755
 JX1755.The geoid height was determined by GEOID03.
 JX1755
 JX1755.The dynamic height is computed by dividing the NAVD 88
 JX1755.geopotential number by the normal gravity value computed on the
 JX1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1755.degrees latitude (g = 980.6199 gals.).
 JX1755
 JX1755.The modeled gravity was interpolated from observed gravity values.
 JX1755
 JX1755;                    North         East    Units  Estimated Accuracy
 JX1755;SPC WV N     -    87,220.      483,930.      MT  (+/- 180 meters Scaled)
 JX1755
 JX1755                          SUPERSEDED SURVEY CONTROL
 JX1755
 JX1755.No superseded survey control is available for this station.
 JX1755
 JX1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND133476(NAD 83)
 JX1755_MARKER: DB = BENCH MARK DISK
 JX1755_SETTING: 66 = SET IN ROCK OUTCROP
 JX1755_SP_SET: ROCK OUTCROP
 JX1755_STAMPING: H 319 1983
 JX1755_MARK LOGO: NGS   
 JX1755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1755+STABILITY: POSITION/ELEVATION WELL
 JX1755
 JX1755  HISTORY     - Date     Condition        Report By
 JX1755  HISTORY     - 1983     MONUMENTED       NGS
 JX1755
 JX1755                          STATION DESCRIPTION
 JX1755
 JX1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1755'7.2 KM (4.5 MI) WEST FROM WEST UNION.
 JX1755'7.2 KM (4.5 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1755'HIGHWAY 18 AT THE SOUTH EDGE OF WEST UNION TO THE MARK ON THE LEFT,
 JX1755'13.4 METERS (44.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 JX1755'THE HIGHWAY, 12.2 METERS (37.0 FT) SOUTHWEST OF THE NORTH LEG OF A
 JX1755'SIGN (WILHELM RUN ROAD 1/4 MILE).
 JX1755'THE MARK IS 1.9 METERS  W FROM A WITNESS POST.
 JX1755'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0714 ***********************************************************************
 JW0714  DESIGNATION -  H 32
 JW0714  PID         -  JW0714
 JW0714  STATE/COUNTY-  WV/GRANT
 JW0714  USGS QUAD   -  GREENLAND GAP (1981)
 JW0714
 JW0714                         *CURRENT SURVEY CONTROL
 JW0714  ___________________________________________________________________
 JW0714* NAD 83(1986)-  39 10 03.     (N)    079 11 17.     (W)     SCALED    
 JW0714* NAVD 88     -       576.982  (meters)    1892.98   (feet)  ADJUSTED  
 JW0714  ___________________________________________________________________
 JW0714  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JW0714  DYNAMIC HT  -         576.592 (meters)    1891.70  (feet)  COMP
 JW0714  MODELED GRAV-     979,932.7   (mgal)                       NAVD 88
 JW0714
 JW0714  VERT ORDER  -  SECOND    CLASS 0
 JW0714
 JW0714.The horizontal coordinates were scaled from a topographic map and have
 JW0714.an estimated accuracy of +/- 6 seconds.
 JW0714
 JW0714.The orthometric height was determined by differential leveling
 JW0714.and adjusted by the National Geodetic Survey in June 1991..
 JW0714
 JW0714.The geoid height was determined by GEOID03.
 JW0714
 JW0714.The dynamic height is computed by dividing the NAVD 88
 JW0714.geopotential number by the normal gravity value computed on the
 JW0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0714.degrees latitude (g = 980.6199 gals.).
 JW0714
 JW0714.The modeled gravity was interpolated from observed gravity values.
 JW0714
 JW0714;                    North         East    Units  Estimated Accuracy
 JW0714;SPC WV N     -    74,150.      626,960.      MT  (+/- 180 meters Scaled)
 JW0714
 JW0714                          SUPERSEDED SURVEY CONTROL
 JW0714
 JW0714  NGVD 29 (??/??/92)  577.113  (m)         1893.41   (f) ADJ UNCH    2 0
 JW0714
 JW0714.Superseded values are not recommended for survey control.
 JW0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0714.See file dsdata.txt to determine how the superseded data were derived.
 JW0714
 JW0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD565369(NAD 83)
 JW0714_MARKER: DB = BENCH MARK DISK
 JW0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0714_STAMPING: H 32 1935
 JW0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0714+STABILITY: SURFACE MOTION
 JW0714
 JW0714  HISTORY     - Date     Condition        Report By
 JW0714  HISTORY     - 1935     MONUMENTED       CGS
 JW0714  HISTORY     - 1954     GOOD             NGS
 JW0714
 JW0714                          STATION DESCRIPTION
 JW0714
 JW0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0714'10.4 MI SE FROM MOUNT STORM.
 JW0714'ABOUT 10.4 MILES SOUTHEAST ALONG STATE HIGHWAY 42 FROM THE
 JW0714'JUNCTION WITH U.S. HIGHWAY 50 AT MOUNT STORM, GRANT COUNTY, ABOUT
 JW0714'0.2 MILE SOUTHWEST OF A HILL SIGN, ABOUT 0.1 MILE NORTH OF THE
 JW0714'TOP OF A GRADE, AT A ROAD MATERIAL DUMP, 45.0 FEET SOUTHEAST OF
 JW0714'THE CENTER LINE OF THE HIGHWAY, 30.0 FEET SOUTH OF THE SOUTH END
 JW0714'OF THE HEAD WALL OF CONCRETE CULVERT 2431, 5.2 FEET NORTHWEST OF
 JW0714'A FENCE, 1.0 FOOT SOUTH OF A WHITE WOODEN POST STENCILED U.S.B.M.,
 JW0714'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 JW0714'STAMPED H 32 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JW0714'4 INCHES ABOVE GROUND.
 JW0714
 JW0714                          STATION RECOVERY (1954)
 JW0714
 JW0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1778 ***********************************************************************
 JX1778  DESIGNATION -  H 320
 JX1778  PID         -  JX1778
 JX1778  STATE/COUNTY-  WV/TAYLOR
 JX1778  USGS QUAD   -  ROSEMONT (1976)
 JX1778
 JX1778                         *CURRENT SURVEY CONTROL
 JX1778  ___________________________________________________________________
 JX1778* NAD 83(1986)-  39 18 15.     (N)    080 09 23.     (W)     SCALED    
 JX1778* NAVD 88     -       410.159  (meters)    1345.66   (feet)  ADJUSTED  
 JX1778  ___________________________________________________________________
 JX1778  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JX1778  DYNAMIC HT  -         409.899 (meters)    1344.81  (feet)  COMP
 JX1778  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 JX1778
 JX1778  VERT ORDER  -  FIRST     CLASS II
 JX1778
 JX1778.The horizontal coordinates were scaled from a topographic map and have
 JX1778.an estimated accuracy of +/- 6 seconds.
 JX1778
 JX1778.The orthometric height was determined by differential leveling
 JX1778.and adjusted by the National Geodetic Survey in June 1991..
 JX1778
 JX1778.The geoid height was determined by GEOID03.
 JX1778
 JX1778.The dynamic height is computed by dividing the NAVD 88
 JX1778.geopotential number by the normal gravity value computed on the
 JX1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1778.degrees latitude (g = 980.6199 gals.).
 JX1778
 JX1778.The modeled gravity was interpolated from observed gravity values.
 JX1778
 JX1778;                    North         East    Units  Estimated Accuracy
 JX1778;SPC WV N     -    89,480.      543,390.      MT  (+/- 180 meters Scaled)
 JX1778
 JX1778                          SUPERSEDED SURVEY CONTROL
 JX1778
 JX1778.No superseded survey control is available for this station.
 JX1778
 JX1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND727508(NAD 83)
 JX1778_MARKER: DB = BENCH MARK DISK
 JX1778_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1778_SP_SET: ABUTMENT
 JX1778_STAMPING: H 320 1983
 JX1778_MARK LOGO: NGS   
 JX1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1778+STABILITY: SURFACE MOTION
 JX1778
 JX1778  HISTORY     - Date     Condition        Report By
 JX1778  HISTORY     - 1983     MONUMENTED       NGS
 JX1778
 JX1778                          STATION DESCRIPTION
 JX1778
 JX1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1778'9.4 KM (5.85 MI) EAST FROM BRIDGEPORT.
 JX1778'9.4 KM (5.85 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE BRIDGEPORT BANK
 JX1778'IN BRIDGEPORT TO THE MARK ON THE RIGHT, IN THE SOUTHEAST ABUTMENT OF A
 JX1778'BRIDGE, 5.1 METERS (17.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 JX1778'HIGHWAY.
 JX1778'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1816 ***********************************************************************
 JX1816  DESIGNATION -  H 322
 JX1816  PID         -  JX1816
 JX1816  STATE/COUNTY-  WV/BARBOUR
 JX1816  USGS QUAD   -  PHILIPPI (1977)
 JX1816
 JX1816                         *CURRENT SURVEY CONTROL
 JX1816  ___________________________________________________________________
 JX1816* NAD 83(1986)-  39 10 46.     (N)    080 03 17.     (W)     SCALED    
 JX1816* NAVD 88     -       401.971  (meters)    1318.80   (feet)  ADJUSTED  
 JX1816  ___________________________________________________________________
 JX1816  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JX1816  DYNAMIC HT  -         401.710 (meters)    1317.94  (feet)  COMP
 JX1816  MODELED GRAV-     979,965.9   (mgal)                       NAVD 88
 JX1816
 JX1816  VERT ORDER  -  FIRST     CLASS II
 JX1816
 JX1816.The horizontal coordinates were scaled from a topographic map and have
 JX1816.an estimated accuracy of +/- 6 seconds.
 JX1816
 JX1816.The orthometric height was determined by differential leveling
 JX1816.and adjusted by the National Geodetic Survey in June 1991..
 JX1816
 JX1816.The geoid height was determined by GEOID03.
 JX1816
 JX1816.The dynamic height is computed by dividing the NAVD 88
 JX1816.geopotential number by the normal gravity value computed on the
 JX1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1816.degrees latitude (g = 980.6199 gals.).
 JX1816
 JX1816.The modeled gravity was interpolated from observed gravity values.
 JX1816
 JX1816;                    North         East    Units  Estimated Accuracy
 JX1816;SPC WV N     -    75,580.      552,070.      MT  (+/- 180 meters Scaled)
 JX1816
 JX1816                          SUPERSEDED SURVEY CONTROL
 JX1816
 JX1816.No superseded survey control is available for this station.
 JX1816
 JX1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND816371(NAD 83)
 JX1816_MARKER: DB = BENCH MARK DISK
 JX1816_SETTING: 66 = SET IN ROCK OUTCROP
 JX1816_SP_SET: ROCK OUTCROP
 JX1816_STAMPING: H 322 1983
 JX1816_MARK LOGO: NGS   
 JX1816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1816+STABILITY: POSITION/ELEVATION WELL
 JX1816
 JX1816  HISTORY     - Date     Condition        Report By
 JX1816  HISTORY     - 1983     MONUMENTED       NGS
 JX1816
 JX1816                          STATION DESCRIPTION
 JX1816
 JX1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1816'4.3 KM (2.65 MI) NORTH FROM PHILIPPI.
 JX1816'4.3 KM (2.65 MI) NORTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JX1816'PHILIPPI TO THE MARK ON THE LEFT, SET IN TOP OF THE NORTH END OF A
 JX1816'ROCK CUT, 5.49 METERS (18.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 JX1816'19.29 METERS (63.3 FT) NORTHWEST OF TELEPHONE JUNCTION BOX 112 41,
 JX1816'0.40 METER (1.3 FT) SOUTH OF THE NORTH END OF THE ROCK CUT.
 JX1816'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 JX1816'THE MARK IS 1.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1712 ***********************************************************************
 JX1712  DESIGNATION -  H 323
 JX1712  PID         -  JX1712
 JX1712  STATE/COUNTY-  WV/WOOD
 JX1712  USGS QUAD   -  VALLEY MILLS (1994)
 JX1712
 JX1712                         *CURRENT SURVEY CONTROL
 JX1712  ___________________________________________________________________
 JX1712* NAD 83(1995)-  39 20 18.77318(N)    081 23 32.31261(W)     ADJUSTED  
 JX1712* NAVD 88     -       193.563  (meters)     635.05   (feet)  ADJUSTED  
 JX1712  ___________________________________________________________________
 JX1712  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 JX1712  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JX1712  DYNAMIC HT  -         193.445 (meters)     634.66  (feet)  COMP
 JX1712  MODELED GRAV-     980,011.4   (mgal)                       NAVD 88
 JX1712
 JX1712  HORZ ORDER  -  FIRST
 JX1712  VERT ORDER  -  FIRST     CLASS II
 JX1712
 JX1712.The horizontal coordinates were established by GPS observations
 JX1712.and adjusted by the National Geodetic Survey in April 1998..
 JX1712
 JX1712.The orthometric height was determined by differential leveling
 JX1712.and adjusted by the National Geodetic Survey in June 1991..
 JX1712
 JX1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1712
 JX1712.The geoid height was determined by GEOID03.
 JX1712
 JX1712.The dynamic height is computed by dividing the NAVD 88
 JX1712.geopotential number by the normal gravity value computed on the
 JX1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1712.degrees latitude (g = 980.6199 gals.).
 JX1712
 JX1712.The modeled gravity was interpolated from observed gravity values.
 JX1712
 JX1712;                    North         East     Units Scale Factor Converg.
 JX1712;SPC WV N     -    94,810.889   436,879.798   MT  0.99995325   -1 12 24.7
 JX1712;SPC OH S     -   149,182.121   695,487.850   MT  0.99993623   +0 42 10.3
 JX1712;UTM  17      - 4,354,420.095   466,191.698   MT  0.99961407   -0 14 55.3
 JX1712
 JX1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1712!SPC WV N     -   0.99997499  x   0.99995325  =   0.99992824
 JX1712!SPC OH S     -   0.99997499  x   0.99993623  =   0.99991122
 JX1712!UTM  17      -   0.99997499  x   0.99961407  =   0.99958907
 JX1712
 JX1712                          SUPERSEDED SURVEY CONTROL
 JX1712
 JX1712  NAD 83(1986)-  39 20 18.77723(N)    081 23 32.32035(W) AD(       ) 1
 JX1712  NAVD 88 (08/31/93)  193.56   (m)          635.0    (f) LEVELING    3  
 JX1712
 JX1712.Superseded values are not recommended for survey control.
 JX1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1712.See file dsdata.txt to determine how the superseded data were derived.
 JX1712
 JX1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6619254420(NAD 83)
 JX1712_MARKER: I = METAL ROD
 JX1712_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1712_SP_SET: STAINLESS STEEL ROD
 JX1712_STAMPING: H 323 1983
 JX1712_MARK LOGO: NGS   
 JX1712_PROJECTION: FLUSH
 JX1712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX1712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1712+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1992
 JX1712_ROD/PIPE-DEPTH: 6.3  meters
 JX1712
 JX1712  HISTORY     - Date     Condition        Report By
 JX1712  HISTORY     - 1983     MONUMENTED       NGS
 JX1712  HISTORY     - 19921005 GOOD             GEOMET
 JX1712
 JX1712                          STATION DESCRIPTION
 JX1712
 JX1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1712'1.3 KM (0.8 MI) SW FROM WAVERLY.
 JX1712'0.1 KM (0.05 MI) SOUTH ALONG WAVERLY STREET FROM THE POST OFFICE IN
 JX1712'WAVERLY, THENCE 1.2 KM (0.75 MI) SOUTHWEST ALONG STATE HIGHWAY 2 TO
 JX1712'THE MARK ON THE RIGHT, AFTER PASSING THE JUNCTION OF CARPENTERS RUN
 JX1712'ROAD, 42.06 METERS (138.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 JX1712'HIGHWAY, 33.31 METERS (109.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 JX1712'A LARGE FRAME BARN, 8.53 METERS (28.0 FT) SOUTHEAST OF THE CENTER OF A
 JX1712'PRIVATE DRIVE, 1.37 METERS (4.5 FT) SOUTHWEST OF UTILITY POLE 244B1.
 JX1712'THE MARK IS 1.52 M BELOW HIGHWAY.
 JX1712
 JX1712                          STATION RECOVERY (1992)
 JX1712
 JX1712'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1992
 JX1712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3207 ***********************************************************************
 HW3207  DESIGNATION -  H 324
 HW3207  PID         -  HW3207
 HW3207  STATE/COUNTY-  WV/RANDOLPH
 HW3207  USGS QUAD   -  BEVERLY EAST (1995)
 HW3207
 HW3207                         *CURRENT SURVEY CONTROL
 HW3207  ___________________________________________________________________
 HW3207* NAD 83(1986)-  38 52 14.     (N)    079 51 29.     (W)     SCALED    
 HW3207* NAVD 88     -       613.699  (meters)    2013.44   (feet)  ADJUSTED  
 HW3207  ___________________________________________________________________
 HW3207  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HW3207  DYNAMIC HT  -         613.259 (meters)    2012.00  (feet)  COMP
 HW3207  MODELED GRAV-     979,891.2   (mgal)                       NAVD 88
 HW3207
 HW3207  VERT ORDER  -  FIRST     CLASS II
 HW3207
 HW3207.The horizontal coordinates were scaled from a topographic map and have
 HW3207.an estimated accuracy of +/- 6 seconds.
 HW3207
 HW3207.The orthometric height was determined by differential leveling
 HW3207.and adjusted by the National Geodetic Survey in June 1991..
 HW3207
 HW3207.The geoid height was determined by GEOID03.
 HW3207
 HW3207.The dynamic height is computed by dividing the NAVD 88
 HW3207.geopotential number by the normal gravity value computed on the
 HW3207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3207.degrees latitude (g = 980.6199 gals.).
 HW3207
 HW3207.The modeled gravity was interpolated from observed gravity values.
 HW3207
 HW3207;                    North         East    Units  Estimated Accuracy
 HW3207;SPC WV S     -   208,230.      699,100.      MT  (+/- 180 meters Scaled)
 HW3207
 HW3207                          SUPERSEDED SURVEY CONTROL
 HW3207
 HW3207.No superseded survey control is available for this station.
 HW3207
 HW3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND990030(NAD 83)
 HW3207_MARKER: I = METAL ROD
 HW3207_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HW3207+WITH SETTING: INFORMATION.
 HW3207_SP_SET: SHALLOW SET METAL ROD
 HW3207_STAMPING: H 324 1983
 HW3207_MARK LOGO: NGS   
 HW3207_PROJECTION: FLUSH
 HW3207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3207_ROD/PIPE-DEPTH: 2.7  meters
 HW3207
 HW3207  HISTORY     - Date     Condition        Report By
 HW3207  HISTORY     - 1983     MONUMENTED       NGS
 HW3207
 HW3207                          STATION DESCRIPTION
 HW3207
 HW3207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3207'3.8 KM (2.35 MI) NORTH FROM BEVERLY.
 HW3207'2.7 KM (1.7 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 HW3207'BEVERLY, THENCE 1.1 KM (0.65 MI) NORTHWEST ALONG A PAVED ROAD TO THE
 HW3207'MARK ON THE RIGHT, 8.53 METERS (28.0 FT) EAST OF THE CENTER OF THE
 HW3207'ROAD, 2.04 METERS (6.7 FT) NORTHEAST OF THE MOST SOUTHERN POST OF A
 HW3207'WIRE CABLE GUARDRAIL, 0.70 METER (2.3 FT) EAST OF UTILITY POLE 120.
 HW3207'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 HW3207'AND ANCHORED.
 HW3207'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 HW3207'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3226 ***********************************************************************
 GX3226  DESIGNATION -  H 325
 GX3226  PID         -  GX3226
 GX3226  STATE/COUNTY-  WV/GREENBRIER
 GX3226  USGS QUAD   -  LEWISBURG (1979)
 GX3226
 GX3226                         *CURRENT SURVEY CONTROL
 GX3226  ___________________________________________________________________
 GX3226* NAD 83(1986)-  37 49 02.     (N)    080 25 38.     (W)     SCALED    
 GX3226* NAVD 88     -       676.119  (meters)    2218.23   (feet)  ADJUSTED  
 GX3226  ___________________________________________________________________
 GX3226  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX3226  DYNAMIC HT  -         675.553 (meters)    2216.38  (feet)  COMP
 GX3226  MODELED GRAV-     979,769.8   (mgal)                       NAVD 88
 GX3226
 GX3226  VERT ORDER  -  FIRST     CLASS II
 GX3226
 GX3226.The horizontal coordinates were scaled from a topographic map and have
 GX3226.an estimated accuracy of +/- 6 seconds.
 GX3226
 GX3226.The orthometric height was determined by differential leveling
 GX3226.and adjusted by the National Geodetic Survey in June 1991..
 GX3226
 GX3226.The geoid height was determined by GEOID03.
 GX3226
 GX3226.The dynamic height is computed by dividing the NAVD 88
 GX3226.geopotential number by the normal gravity value computed on the
 GX3226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3226.degrees latitude (g = 980.6199 gals.).
 GX3226
 GX3226.The modeled gravity was interpolated from observed gravity values.
 GX3226
 GX3226;                    North         East    Units  Estimated Accuracy
 GX3226;SPC WV S     -    90,860.      650,430.      MT  (+/- 180 meters Scaled)
 GX3226
 GX3226                          SUPERSEDED SURVEY CONTROL
 GX3226
 GX3226.No superseded survey control is available for this station.
 GX3226
 GX3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB504856(NAD 83)
 GX3226_MARKER: DB = BENCH MARK DISK
 GX3226_SETTING: 66 = SET IN ROCK OUTCROP
 GX3226_SP_SET: ROCK OUTCROP
 GX3226_STAMPING: H 325 1983
 GX3226_MARK LOGO: NGS   
 GX3226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3226+STABILITY: POSITION/ELEVATION WELL
 GX3226
 GX3226  HISTORY     - Date     Condition        Report By
 GX3226  HISTORY     - 1983     MONUMENTED       NGS
 GX3226
 GX3226                          STATION DESCRIPTION
 GX3226
 GX3226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GX3226'2.5 KM (1.55 MI) NORTH FROM LEWISBURG.
 GX3226'2.5 KM (1.55 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 GX3226'U.S. HIGHWAY 60 IN LEWISBURG TO THE MARK ON THE LEFT, SET VERTICALLY
 GX3226'IN THE FACE OF A LARGE ROCK CUT NEAR THE ENTRANCE RAMP TO THE
 GX3226'WESTBOUND LANE OF INTERSTATE HIGHWAY 64, 14.02 METERS (46.0 FT)
 GX3226'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.41 METERS (44.0 FT)
 GX3226'NORTHEAST OF THE CENTER OF THE ENTRANCE RAMP, 2.29 METERS (7.5 FT)
 GX3226'NORTH OF THE NORTH EDGE OF A METAL CATCH BASIN.
 GX3226'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1218 ***********************************************************************
 JW1218  DESIGNATION -  H 326
 JW1218  PID         -  JW1218
 JW1218  STATE/COUNTY-  WV/MORGAN
 JW1218  USGS QUAD   -  HANCOCK (1971)
 JW1218
 JW1218                         *CURRENT SURVEY CONTROL
 JW1218  ___________________________________________________________________
 JW1218* NAD 83(1986)-  39 38 03.     (N)    078 08 51.     (W)     SCALED    
 JW1218* NAVD 88     -       216.279  (meters)     709.58   (feet)  ADJUSTED  
 JW1218  ___________________________________________________________________
 JW1218  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JW1218  DYNAMIC HT  -         216.153 (meters)     709.16  (feet)  COMP
 JW1218  MODELED GRAV-     980,038.7   (mgal)                       NAVD 88
 JW1218
 JW1218  VERT ORDER  -  FIRST     CLASS II
 JW1218
 JW1218.The horizontal coordinates were scaled from a topographic map and have
 JW1218.an estimated accuracy of +/- 6 seconds.
 JW1218
 JW1218.The orthometric height was determined by differential leveling
 JW1218.and adjusted by the National Geodetic Survey in June 1991..
 JW1218
 JW1218.The geoid height was determined by GEOID03.
 JW1218
 JW1218.The dynamic height is computed by dividing the NAVD 88
 JW1218.geopotential number by the normal gravity value computed on the
 JW1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1218.degrees latitude (g = 980.6199 gals.).
 JW1218
 JW1218.The modeled gravity was interpolated from observed gravity values.
 JW1218
 JW1218;                    North         East    Units  Estimated Accuracy
 JW1218;SPC WV N     -   126,790.      716,100.      MT  (+/- 180 meters Scaled)
 JW1218
 JW1218                          SUPERSEDED SURVEY CONTROL
 JW1218
 JW1218.No superseded survey control is available for this station.
 JW1218
 JW1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD448910(NAD 83)
 JW1218_MARKER: I = METAL ROD
 JW1218_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1218_SP_SET: STAINLESS STEEL ROD
 JW1218_STAMPING: H 326 1983
 JW1218_MARK LOGO: NGS   
 JW1218_PROJECTION: FLUSH
 JW1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1218_ROD/PIPE-DEPTH: 3.2  meters
 JW1218
 JW1218  HISTORY     - Date     Condition        Report By
 JW1218  HISTORY     - 1983     MONUMENTED       NGS
 JW1218
 JW1218                          STATION DESCRIPTION
 JW1218
 JW1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1218'9.3 KM (5.8 MI) EAST FROM BERKELEY SPRINGS.
 JW1218'0.4 KM (0.25 MI) SOUTH ALONG U.S. HIGHWAY 522 FROM THE COURTHOUSE IN
 JW1218'BERKELEY SPRINGS, THENCE 8.9 KM (5.55 MI) EAST ALONG STATE HIGHWAY 9
 JW1218'TO THE MARK ON THE LEFT, AT THE BRICK BULLETIN BOARD SIGN OF THE MT
 JW1218'ZION UNITED METHODIST CHURCH, 9.0 METERS (29.5 FT) NORTH OF THE
 JW1218'CENTERLINE OF THE HIGHWAY, 8.07 METERS (26.5 FT) WEST OF THE SOUTHWEST
 JW1218'CORNER OF THE GRANITE HEADSTONE OF THE GRAVE OF RALPH AND BEATRICE
 JW1218'SOMERS, 0.30 METER (1.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JW1218'BRICK BULLETIN BOARD SIGN.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE
 JW1218'THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 JW1218'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4116 ***********************************************************************
 JV4116  DESIGNATION -  H 327
 JV4116  PID         -  JV4116
 JV4116  STATE/COUNTY-  WV/JEFFERSON
 JV4116  USGS QUAD   -  MIDDLEWAY (1978)
 JV4116
 JV4116                         *CURRENT SURVEY CONTROL
 JV4116  ___________________________________________________________________
 JV4116* NAD 83(1986)-  39 22 19.     (N)    077 53 13.     (W)     SCALED    
 JV4116* NAVD 88     -       180.999  (meters)     593.83   (feet)  ADJUSTED  
 JV4116  ___________________________________________________________________
 JV4116  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JV4116  DYNAMIC HT  -         180.889 (meters)     593.47  (feet)  COMP
 JV4116  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 JV4116
 JV4116  VERT ORDER  -  FIRST     CLASS II
 JV4116
 JV4116.The horizontal coordinates were scaled from a topographic map and have
 JV4116.an estimated accuracy of +/- 6 seconds.
 JV4116
 JV4116.The orthometric height was determined by differential leveling
 JV4116.and adjusted by the National Geodetic Survey in June 1991..
 JV4116
 JV4116.The geoid height was determined by GEOID03.
 JV4116
 JV4116.The dynamic height is computed by dividing the NAVD 88
 JV4116.geopotential number by the normal gravity value computed on the
 JV4116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4116.degrees latitude (g = 980.6199 gals.).
 JV4116
 JV4116.The modeled gravity was interpolated from observed gravity values.
 JV4116
 JV4116;                    North         East    Units  Estimated Accuracy
 JV4116;SPC WV N     -    98,050.      738,980.      MT  (+/- 180 meters Scaled)
 JV4116
 JV4116                          SUPERSEDED SURVEY CONTROL
 JV4116
 JV4116.No superseded survey control is available for this station.
 JV4116
 JV4116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ513620(NAD 83)
 JV4116_MARKER: DB = BENCH MARK DISK
 JV4116_SETTING: 66 = SET IN ROCK OUTCROP
 JV4116_SP_SET: ROCK OUTCROP
 JV4116_STAMPING: H 327 1983
 JV4116_MARK LOGO: NGS   
 JV4116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4116+STABILITY: POSITION/ELEVATION WELL
 JV4116
 JV4116  HISTORY     - Date     Condition        Report By
 JV4116  HISTORY     - 1983     MONUMENTED       NGS
 JV4116
 JV4116                          STATION DESCRIPTION
 JV4116
 JV4116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4116'10.5 KM (6.5 MI) NORTH FROM RANSON.
 JV4116'10.5 KM (6.5 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE CITY HALL IN
 JV4116'RANSON TO THE MARK ON THE LEFT, IN TOP OF AN OUTCROP, AT THE JUNCTION
 JV4116'OF A PAVED ROAD, 18.60 METERS (61.0 FT) SOUTH OF THE CENTERLINE OF THE
 JV4116'HIGHWAY, 11.27 METERS (37.0 FT) SOUTHWEST OF THE CENTER OF THE ROAD,
 JV4116'12.80 METERS (42.0 FT) SOUTHEAST OF POWER POLE 2779, 3.20 METERS
 JV4116'(10.5 FT) SOUTHWEST OF A BARBED WIRE FENCE.
 JV4116'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 JV4116'THE MARK IS 1.21 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3210 ***********************************************************************
 GX3210  DESIGNATION -  H 328
 GX3210  PID         -  GX3210
 GX3210  STATE/COUNTY-  WV/SUMMERS
 GX3210  USGS QUAD   -  ALDERSON (1976)
 GX3210
 GX3210                         *CURRENT SURVEY CONTROL
 GX3210  ___________________________________________________________________
 GX3210* NAD 83(1986)-  37 39 37.     (N)    080 44 13.     (W)     SCALED    
 GX3210* NAVD 88     -       461.598  (meters)    1514.43   (feet)  ADJUSTED  
 GX3210  ___________________________________________________________________
 GX3210  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX3210  DYNAMIC HT  -         461.215 (meters)    1513.17  (feet)  COMP
 GX3210  MODELED GRAV-     979,787.1   (mgal)                       NAVD 88
 GX3210
 GX3210  VERT ORDER  -  FIRST     CLASS II
 GX3210
 GX3210.The horizontal coordinates were scaled from a topographic map and have
 GX3210.an estimated accuracy of +/- 6 seconds.
 GX3210
 GX3210.The orthometric height was determined by differential leveling
 GX3210.and adjusted by the National Geodetic Survey in June 1991..
 GX3210
 GX3210.The geoid height was determined by GEOID03.
 GX3210
 GX3210.The dynamic height is computed by dividing the NAVD 88
 GX3210.geopotential number by the normal gravity value computed on the
 GX3210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3210.degrees latitude (g = 980.6199 gals.).
 GX3210
 GX3210.The modeled gravity was interpolated from observed gravity values.
 GX3210
 GX3210;                    North         East    Units  Estimated Accuracy
 GX3210;SPC WV S     -    73,320.      623,210.      MT  (+/- 180 meters Scaled)
 GX3210
 GX3210                          SUPERSEDED SURVEY CONTROL
 GX3210
 GX3210.No superseded survey control is available for this station.
 GX3210
 GX3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB232681(NAD 83)
 GX3210_MARKER: DB = BENCH MARK DISK
 GX3210_SETTING: 66 = SET IN ROCK OUTCROP
 GX3210_SP_SET: ROCK OUTCROP
 GX3210_STAMPING: H 328 1984
 GX3210_MARK LOGO: NGS   
 GX3210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3210+STABILITY: POSITION/ELEVATION WELL
 GX3210
 GX3210  HISTORY     - Date     Condition        Report By
 GX3210  HISTORY     - 1984     MONUMENTED       NGS
 GX3210
 GX3210                          STATION DESCRIPTION
 GX3210
 GX3210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3210'4.6 KM (2.85 MI) EAST FROM TALCOTT.
 GX3210'0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 GX3210'TALCOTT, THENCE 4.2 KM (2.6 MI) EAST ALONG STATE HIGHWAY 12 TO THE
 GX3210'MARK ON THE LEFT, SET VERTICALLY IN THE ONLY SOLID ROCK AT THE BASE OF
 GX3210'A VERY TALL ROCK CUT, 5.49 METERS (18.0 FT) SOUTHWEST OF THE
 GX3210'CENTERLINE OF THE HIGHWAY, 1.16 METERS (3.8 FT) NORTHWEST OF THE
 GX3210'SOUTHEAST EDGE OF THE ROCK.
 GX3210'THE MARK IS 1.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3253 ***********************************************************************
 GX3253  DESIGNATION -  H 329
 GX3253  PID         -  GX3253
 GX3253  STATE/COUNTY-  WV/MERCER
 GX3253  USGS QUAD   -  BASTIAN (1977)
 GX3253
 GX3253                         *CURRENT SURVEY CONTROL
 GX3253  ___________________________________________________________________
 GX3253* NAD 83(1986)-  37 14 47.     (N)    081 12 43.     (W)     SCALED    
 GX3253* NAVD 88     -       867.927  (meters)    2847.52   (feet)  ADJUSTED  
 GX3253  ___________________________________________________________________
 GX3253  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GX3253  DYNAMIC HT  -         867.153 (meters)    2844.98  (feet)  COMP
 GX3253  MODELED GRAV-     979,708.8   (mgal)                       NAVD 88
 GX3253
 GX3253  VERT ORDER  -  FIRST     CLASS II
 GX3253
 GX3253.The horizontal coordinates were scaled from a topographic map and have
 GX3253.an estimated accuracy of +/- 6 seconds.
 GX3253
 GX3253.The orthometric height was determined by differential leveling
 GX3253.and adjusted by the National Geodetic Survey in June 1991..
 GX3253
 GX3253.The geoid height was determined by GEOID03.
 GX3253
 GX3253.The dynamic height is computed by dividing the NAVD 88
 GX3253.geopotential number by the normal gravity value computed on the
 GX3253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3253.degrees latitude (g = 980.6199 gals.).
 GX3253
 GX3253.The modeled gravity was interpolated from observed gravity values.
 GX3253
 GX3253;                    North         East    Units  Estimated Accuracy
 GX3253;SPC WV S     -    27,370.      581,190.      MT  (+/- 180 meters Scaled)
 GX3253
 GX3253                          SUPERSEDED SURVEY CONTROL
 GX3253
 GX3253.No superseded survey control is available for this station.
 GX3253
 GX3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB812222(NAD 83)
 GX3253_MARKER: DB = BENCH MARK DISK
 GX3253_SETTING: 66 = SET IN ROCK OUTCROP
 GX3253_SP_SET: ROCK OUTCROP
 GX3253_STAMPING: H 329 1984
 GX3253_MARK LOGO: NGS   
 GX3253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3253+STABILITY: POSITION/ELEVATION WELL
 GX3253
 GX3253  HISTORY     - Date     Condition        Report By
 GX3253  HISTORY     - 1984     MONUMENTED       NGS
 GX3253
 GX3253                          STATION DESCRIPTION
 GX3253
 GX3253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3253'4.4 KM (2.75 MI) SOUTH FROM BLUEFIELD.
 GX3253'2.3 KM (1.45 MI) SOUTH ALONG BLAND STREET FROM THE POST OFFICE IN
 GX3253'BLUEFIELD, THENCE 0.5 KM (0.3 MI) WEST ALONG WEST CUMBERLAND ROAD,
 GX3253'THENCE 0.5 KM (0.3 MI) SOUTH ALONG WASHINGTON STREET, THENCE 0.4 KM
 GX3253'(0.25 MI) WEST ALONG U.S. HIGHWAY 460, THENCE 0.7 KM (0.45 MI)
 GX3253'SOUTHEAST ALONG STATE HIGHWAY 598 TO THE MARK ON THE RIGHT, SET
 GX3253'VERTICALLY IN THE CENTER OF A LARGE CUT ROCK, 6.40 METERS (21.0 FT)
 GX3253'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 GX3253'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0674 ***********************************************************************
 JW0674  DESIGNATION -  H 33
 JW0674  PID         -  JW0674
 JW0674  STATE/COUNTY-  WV/PRESTON
 JW0674  USGS QUAD   -  OAKLAND (1974)
 JW0674
 JW0674                         *CURRENT SURVEY CONTROL
 JW0674  ___________________________________________________________________
 JW0674* NAD 83(1986)-  39 25 23.     (N)    079 29 35.     (W)     SCALED    
 JW0674* NAVD 88     -       748.023  (meters)    2454.14   (feet)  ADJUSTED  
 JW0674  ___________________________________________________________________
 JW0674  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JW0674  DYNAMIC HT  -         747.511 (meters)    2452.46  (feet)  COMP
 JW0674  MODELED GRAV-     979,916.7   (mgal)                       NAVD 88
 JW0674
 JW0674  VERT ORDER  -  FIRST     CLASS II
 JW0674
 JW0674.The horizontal coordinates were scaled from a topographic map and have
 JW0674.an estimated accuracy of +/- 6 seconds.
 JW0674
 JW0674.The orthometric height was determined by differential leveling
 JW0674.and adjusted by the National Geodetic Survey in June 1991..
 JW0674
 JW0674.The geoid height was determined by GEOID03.
 JW0674
 JW0674.The dynamic height is computed by dividing the NAVD 88
 JW0674.geopotential number by the normal gravity value computed on the
 JW0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0674.degrees latitude (g = 980.6199 gals.).
 JW0674
 JW0674.The modeled gravity was interpolated from observed gravity values.
 JW0674
 JW0674;                    North         East    Units  Estimated Accuracy
 JW0674;SPC WV N     -   102,480.      600,600.      MT  (+/- 180 meters Scaled)
 JW0674
 JW0674                          SUPERSEDED SURVEY CONTROL
 JW0674
 JW0674  NGVD 29 (??/??/92)  748.163  (m)         2454.60   (f) ADJ UNCH    1 2
 JW0674
 JW0674.Superseded values are not recommended for survey control.
 JW0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0674.See file dsdata.txt to determine how the superseded data were derived.
 JW0674
 JW0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD297648(NAD 83)
 JW0674_MARKER: DB = BENCH MARK DISK
 JW0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0674_STAMPING: H 33 1935
 JW0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0674+STABILITY: SURFACE MOTION
 JW0674
 JW0674  HISTORY     - Date     Condition        Report By
 JW0674  HISTORY     - 1935     MONUMENTED       CGS
 JW0674  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0674
 JW0674                          STATION DESCRIPTION
 JW0674
 JW0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0674'0.8 MI W FROM HUTTON.
 JW0674'IN PRESTON COUNTY, WEST VIRGINIA, 0.8 MILE WEST ALONG THE BALTIMORE
 JW0674'AND OHIO RAILROAD FROM THE STATION AT HUTTON, GARRETT COUNTY,
 JW0674'MARYLAND, 387 FEET SOUTHWEST OF THE OVERHEAD CROSSING OF STATE
 JW0674'HIGHWAY 7, 204 FEET SOUTHWEST OF POLE 238+15, 45 FEET NORTHWEST
 JW0674'OF THE CENTERLINE OF THE NORTH MAIN TRACK, AND 2 FEET LOWER THAN
 JW0674'THE TRACK.  A STANDARD DISK, STAMPED H 33 1935 AND SET IN THE TOP
 JW0674'OF A CONCRETE POST.
 JW0674
 JW0674                          STATION RECOVERY (1983)
 JW0674
 JW0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0674'NOT RECOVERED, DESCRIPTION INADEQUATE, NO SIGNS OF THE MARK COULD BE
 JW0674'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2812 ***********************************************************************
 HX2812  DESIGNATION -  H 330
 HX2812  PID         -  HX2812
 HX2812  STATE/COUNTY-  WV/MASON
 HX2812  USGS QUAD   -  NEW HAVEN (1994)
 HX2812
 HX2812                         *CURRENT SURVEY CONTROL
 HX2812  ___________________________________________________________________
 HX2812* NAD 83(1986)-  38 59 01.     (N)    081 57 18.     (W)     SCALED    
 HX2812* NAVD 88     -       181.181  (meters)     594.42   (feet)  ADJUSTED  
 HX2812  ___________________________________________________________________
 HX2812  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 HX2812  DYNAMIC HT  -         181.067 (meters)     594.05  (feet)  COMP
 HX2812  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 HX2812
 HX2812  VERT ORDER  -  FIRST     CLASS II
 HX2812
 HX2812.The horizontal coordinates were scaled from a topographic map and have
 HX2812.an estimated accuracy of +/- 6 seconds.
 HX2812
 HX2812.The orthometric height was determined by differential leveling
 HX2812.and adjusted by the National Geodetic Survey in June 1991..
 HX2812
 HX2812.The geoid height was determined by GEOID03.
 HX2812
 HX2812.The dynamic height is computed by dividing the NAVD 88
 HX2812.geopotential number by the normal gravity value computed on the
 HX2812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2812.degrees latitude (g = 980.6199 gals.).
 HX2812
 HX2812.The modeled gravity was interpolated from observed gravity values.
 HX2812
 HX2812;                    North         East    Units  Estimated Accuracy
 HX2812;SPC WV S     -   220,600.      517,250.      MT  (+/- 180 meters Scaled)
 HX2812
 HX2812                          SUPERSEDED SURVEY CONTROL
 HX2812
 HX2812.No superseded survey control is available for this station.
 HX2812
 HX2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD172153(NAD 83)
 HX2812_MARKER: I = METAL ROD
 HX2812_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HX2812_SP_SET: STAINLESS STEEL ROD
 HX2812_STAMPING: H 330 1984
 HX2812_MARK LOGO: NGS   
 HX2812_PROJECTION: FLUSH
 HX2812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2812_ROD/PIPE-DEPTH: 8.0  meters
 HX2812
 HX2812  HISTORY     - Date     Condition        Report By
 HX2812  HISTORY     - 1984     MONUMENTED       NGS
 HX2812
 HX2812                          STATION DESCRIPTION
 HX2812
 HX2812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2812'1.7 KM (1.1 MI) SE FROM NEW HAVEN.
 HX2812'1.7 KM (1.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE CITY
 HX2812'MUNICIPAL BUILDING IN NEW HAVEN TO THE MARK ON THE LEFT, ON THE
 HX2812'NORTHWEST SIDE OF THE FRONT LAWN OF A SINGLE STORY BRICK HOUSE NUMBER
 HX2812'1323, 13.71 METERS (45.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 HX2812'HIGHWAY, 13.10 METERS (43.0 FT) WEST-SOUTHWEST OF THE WEST CORNER OF
 HX2812'THE HOUSE, 0.80 METER (2.6 FT) SOUTHWEST OF TELEPHONE POLE 1-32.
 HX2812'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1827 ***********************************************************************
 JX1827  DESIGNATION -  H 331
 JX1827  PID         -  JX1827
 JX1827  STATE/COUNTY-  WV/WOOD
 JX1827  USGS QUAD   -  LUBECK (1994)
 JX1827
 JX1827                         *CURRENT SURVEY CONTROL
 JX1827  ___________________________________________________________________
 JX1827* NAD 83(1986)-  39 09 40.     (N)    081 40 56.     (W)     SCALED    
 JX1827* NAVD 88     -       228.125  (meters)     748.44   (feet)  ADJUSTED  
 JX1827  ___________________________________________________________________
 JX1827  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JX1827  DYNAMIC HT  -         227.982 (meters)     747.97  (feet)  COMP
 JX1827  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 JX1827
 JX1827  VERT ORDER  -  FIRST     CLASS II
 JX1827
 JX1827.The horizontal coordinates were scaled from a topographic map and have
 JX1827.an estimated accuracy of +/- 6 seconds.
 JX1827
 JX1827.The orthometric height was determined by differential leveling
 JX1827.and adjusted by the National Geodetic Survey in June 1991..
 JX1827
 JX1827.The geoid height was determined by GEOID03.
 JX1827
 JX1827.The dynamic height is computed by dividing the NAVD 88
 JX1827.geopotential number by the normal gravity value computed on the
 JX1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1827.degrees latitude (g = 980.6199 gals.).
 JX1827
 JX1827.The modeled gravity was interpolated from observed gravity values.
 JX1827
 JX1827;                    North         East    Units  Estimated Accuracy
 JX1827;SPC WV N     -    75,690.      411,420.      MT  (+/- 180 meters Scaled)
 JX1827
 JX1827                          SUPERSEDED SURVEY CONTROL
 JX1827
 JX1827.No superseded survey control is available for this station.
 JX1827
 JX1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD410348(NAD 83)
 JX1827_MARKER: I = METAL ROD
 JX1827_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1827_SP_SET: STAINLESS STEEL ROD
 JX1827_STAMPING: H 331 1984
 JX1827_MARK LOGO: NGS   
 JX1827_PROJECTION: FLUSH
 JX1827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1827_ROD/PIPE-DEPTH: 3.2  meters
 JX1827
 JX1827  HISTORY     - Date     Condition        Report By
 JX1827  HISTORY     - 1984     MONUMENTED       NGS
 JX1827
 JX1827                          STATION DESCRIPTION
 JX1827
 JX1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JX1827'5.4 KM (3.4 MI) NE FROM BELLEVILLE.
 JX1827'5.4 KM (3.4 MI) NORTHEAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 JX1827'IN BELLEVILLE TO THE MARK ON THE RIGHT, IN THE FRONT LAWN OF A SINGLE
 JX1827'STORY FRAME HOUSE, 14.02 METERS (46.0 FT) SOUTHEAST OF THE CENTERLINE
 JX1827'OF THE HIGHWAY, 12.80 METERS (42.0 FT) NORTH-NORTHEAST OF THE WEST
 JX1827'CORNER OF THE HOUSE, 12.19 METERS (40.0 FT) SOUTHWEST OF THE GRAVEL
 JX1827'ENTRANCE DRIVE TO THE HOUSE, 0.60 METER (2.0 FT) NORTHWEST OF POWER
 JX1827'POLE R9-393.
 JX1827'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1762 ***********************************************************************
 JW1762  DESIGNATION -  H 334
 JW1762  PID         -  JW1762
 JW1762  STATE/COUNTY-  WV/PRESTON
 JW1762  USGS QUAD   -  BRANDONVILLE (1976)
 JW1762
 JW1762                         *CURRENT SURVEY CONTROL
 JW1762  ___________________________________________________________________
 JW1762* NAD 83(1986)-  39 39 49.     (N)    079 35 30.     (W)     SCALED    
 JW1762* NAVD 88     -       542.652  (meters)    1780.35   (feet)  ADJUSTED  
 JW1762  ___________________________________________________________________
 JW1762  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JW1762  DYNAMIC HT  -         542.312 (meters)    1779.24  (feet)  COMP
 JW1762  MODELED GRAV-     979,982.2   (mgal)                       NAVD 88
 JW1762
 JW1762  VERT ORDER  -  FIRST     CLASS II
 JW1762
 JW1762.The horizontal coordinates were scaled from a topographic map and have
 JW1762.an estimated accuracy of +/- 6 seconds.
 JW1762
 JW1762.The orthometric height was determined by differential leveling
 JW1762.and adjusted by the National Geodetic Survey in April 1995..
 JW1762
 JW1762.The geoid height was determined by GEOID03.
 JW1762
 JW1762.The dynamic height is computed by dividing the NAVD 88
 JW1762.geopotential number by the normal gravity value computed on the
 JW1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1762.degrees latitude (g = 980.6199 gals.).
 JW1762
 JW1762.The modeled gravity was interpolated from observed gravity values.
 JW1762
 JW1762;                    North         East    Units  Estimated Accuracy
 JW1762;SPC WV N     -   129,190.      592,130.      MT  (+/- 180 meters Scaled)
 JW1762
 JW1762                          SUPERSEDED SURVEY CONTROL
 JW1762
 JW1762.No superseded survey control is available for this station.
 JW1762
 JW1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD208913(NAD 83)
 JW1762_MARKER: I = METAL ROD
 JW1762_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1762+WITH SETTING: INFORMATION.
 JW1762_SP_SET: METAL ROD DRIVEN INTO GROUND
 JW1762_STAMPING: H 334 1993
 JW1762_MARK LOGO: NGS   
 JW1762_MAGNETIC: I = MARKER IS A STEEL ROD
 JW1762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1762+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1762
 JW1762  HISTORY     - Date     Condition        Report By
 JW1762  HISTORY     - 1993     MONUMENTED       NGS
 JW1762
 JW1762                          STATION DESCRIPTION
 JW1762
 JW1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1762'16.2 KM (10.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1762'JUNCTION OF STATE HIGHWAY 42 IN FRIENDSVILLE, MARYLAND (EXIT 4), NEAR
 JW1762'THE WEST END OF A GROVE OF TREES IN THE MEDIAN OF THE HIGHWAY, 32.7 M
 JW1762'(107.3 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 JW1762'HIGHWAY, 30.7 M (100.7 FT) SOUTH OF THE CENTER OF THE WESTBOUND LANES
 JW1762'OF THE HIGHWAY, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE WESTBOUND LANES
 JW1762'OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.
 JW1762'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 JW1762'ROD WAS DRIVEN TO REFUSAL AND ANCHORED, AT 1.2 METERS AND FLUSH WITH
 JW1762'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1787 ***********************************************************************
 JW1787  DESIGNATION -  H 335
 JW1787  PID         -  JW1787
 JW1787  STATE/COUNTY-  WV/MONONGALIA
 JW1787  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1787
 JW1787                         *CURRENT SURVEY CONTROL
 JW1787  ___________________________________________________________________
 JW1787* NAD 83(1986)-  39 39 13.     (N)    079 53 19.     (W)     SCALED    
 JW1787* NAVD 88     -       377.748  (meters)    1239.33   (feet)  ADJUSTED  
 JW1787  ___________________________________________________________________
 JW1787  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JW1787  DYNAMIC HT  -         377.521 (meters)    1238.58  (feet)  COMP
 JW1787  MODELED GRAV-     980,013.2   (mgal)                       NAVD 88
 JW1787
 JW1787  VERT ORDER  -  FIRST     CLASS II
 JW1787
 JW1787.The horizontal coordinates were scaled from a topographic map and have
 JW1787.an estimated accuracy of +/- 6 seconds.
 JW1787
 JW1787.The orthometric height was determined by differential leveling
 JW1787.and adjusted by the National Geodetic Survey in April 1995..
 JW1787
 JW1787.The geoid height was determined by GEOID03.
 JW1787
 JW1787.The dynamic height is computed by dividing the NAVD 88
 JW1787.geopotential number by the normal gravity value computed on the
 JW1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1787.degrees latitude (g = 980.6199 gals.).
 JW1787
 JW1787.The modeled gravity was interpolated from observed gravity values.
 JW1787
 JW1787;                    North         East    Units  Estimated Accuracy
 JW1787;SPC WV N     -   128,140.      566,650.      MT  (+/- 180 meters Scaled)
 JW1787
 JW1787                          SUPERSEDED SURVEY CONTROL
 JW1787
 JW1787.No superseded survey control is available for this station.
 JW1787
 JW1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND953899(NAD 83)
 JW1787_MARKER: DV = VERTICAL CONTROL DISK
 JW1787_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1787_SP_SET: PIER
 JW1787_STAMPING: H 335 1993
 JW1787_MARK LOGO: NGS   
 JW1787_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1787+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1787
 JW1787  HISTORY     - Date     Condition        Report By
 JW1787  HISTORY     - 1993     MONUMENTED       NGS
 JW1787
 JW1787                          STATION DESCRIPTION
 JW1787
 JW1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1787'0.9 KM (0.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1787'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), SET VERTICALLY
 JW1787'IN THE SOUTHWEST FACE OF THE MOST SOUTHWESTERLY CONCRETE COLUMN OF
 JW1787'THE CENTER PIER OF A ROAD OVERPASS OF THE HIGHWAY, 9.9 M (32.5 FT)
 JW1787'SOUTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 JW1787'AND 1.2 M (3.9 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0259 ***********************************************************************
 GY0259  DESIGNATION -  H 34
 GY0259  PID         -  GY0259
 GY0259  STATE/COUNTY-  WV/MINGO
 GY0259  USGS QUAD   -  DELBARTON (1976)
 GY0259
 GY0259                         *CURRENT SURVEY CONTROL
 GY0259  ___________________________________________________________________
 GY0259* NAD 83(1986)-  37 42 10.     (N)    082 11 13.     (W)     SCALED    
 GY0259* NAVD 88     -       242.353  (meters)     795.12   (feet)  ADJUSTED  
 GY0259  ___________________________________________________________________
 GY0259  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GY0259  DYNAMIC HT  -         242.175 (meters)     794.54  (feet)  COMP
 GY0259  MODELED GRAV-     979,887.5   (mgal)                       NAVD 88
 GY0259
 GY0259  VERT ORDER  -  SECOND    CLASS 0
 GY0259
 GY0259.The horizontal coordinates were scaled from a topographic map and have
 GY0259.an estimated accuracy of +/- 6 seconds.
 GY0259
 GY0259.The orthometric height was determined by differential leveling
 GY0259.and adjusted by the National Geodetic Survey in June 1991..
 GY0259
 GY0259.The geoid height was determined by GEOID03.
 GY0259
 GY0259.The dynamic height is computed by dividing the NAVD 88
 GY0259.geopotential number by the normal gravity value computed on the
 GY0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0259.degrees latitude (g = 980.6199 gals.).
 GY0259
 GY0259.The modeled gravity was interpolated from observed gravity values.
 GY0259
 GY0259;                    North         East    Units  Estimated Accuracy
 GY0259;SPC WV S     -    78,670.      495,340.      MT  (+/- 180 meters Scaled)
 GY0259
 GY0259                          SUPERSEDED SURVEY CONTROL
 GY0259
 GY0259  NGVD 29 (??/??/92)  242.593  (m)          795.91   (f) ADJ UNCH    2 0
 GY0259
 GY0259.Superseded values are not recommended for survey control.
 GY0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0259.See file dsdata.txt to determine how the superseded data were derived.
 GY0259
 GY0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB953735(NAD 83)
 GY0259_MARKER: DB = BENCH MARK DISK
 GY0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0259_STAMPING: H 34 1935
 GY0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0259+STABILITY: SURFACE MOTION
 GY0259
 GY0259  HISTORY     - Date     Condition        Report By
 GY0259  HISTORY     - 1935     MONUMENTED       CGS
 GY0259  HISTORY     - 1957     MARK NOT FOUND   NGS
 GY0259
 GY0259                          STATION DESCRIPTION
 GY0259
 GY0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0259'4.1 MI NW FROM TAYLORSVILLE.
 GY0259'4.1 MILES NORTHWEST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION
 GY0259'OF THE RED JACKET ROAD AT TAYLORSVILLE, MINGO COUNTY, ABOUT 110
 GY0259'YARDS WEST OF THE JUNCTION OF THE DELBARTON ROAD, 20 FEET SOUTH OF
 GY0259'THE CENTERLINE OF THE HIGHWAY, 15.5 FEET NORTHEAST OF THE CORNER
 GY0259'OF A GARAGE AND DWELLING COMBINED, AND AT THE END OF A GUARDRAIL
 GY0259'FENCE.  A STANDARD DISK, STAMPED H 34 1935 AND SET IN THE TOP OF A
 GY0259'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0465 ***********************************************************************
 JX0465  DESIGNATION -  H 34
 JX0465  PID         -  JX0465
 JX0465  STATE/COUNTY-  WV/TYLER
 JX0465  USGS QUAD   -  PADEN CITY (1994)
 JX0465
 JX0465                         *CURRENT SURVEY CONTROL
 JX0465  ___________________________________________________________________
 JX0465* NAD 83(1986)-  39 35 36.     (N)    080 57 07.     (W)     SCALED    
 JX0465* NAVD 88     -       193.092  (meters)     633.50   (feet)  ADJUSTED  
 JX0465  ___________________________________________________________________
 JX0465  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JX0465  DYNAMIC HT  -         192.977 (meters)     633.13  (feet)  COMP
 JX0465  MODELED GRAV-     980,030.4   (mgal)                       NAVD 88
 JX0465
 JX0465  VERT ORDER  -  SECOND    CLASS 0
 JX0465
 JX0465.The horizontal coordinates were scaled from a topographic map and have
 JX0465.an estimated accuracy of +/- 6 seconds.
 JX0465
 JX0465.The orthometric height was determined by differential leveling
 JX0465.and adjusted by the National Geodetic Survey in June 1991..
 JX0465
 JX0465.The geoid height was determined by GEOID03.
 JX0465
 JX0465.The dynamic height is computed by dividing the NAVD 88
 JX0465.geopotential number by the normal gravity value computed on the
 JX0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0465.degrees latitude (g = 980.6199 gals.).
 JX0465
 JX0465.The modeled gravity was interpolated from observed gravity values.
 JX0465
 JX0465;                    North         East    Units  Estimated Accuracy
 JX0465;SPC WV N     -   122,390.      475,290.      MT  (+/- 180 meters Scaled)
 JX0465
 JX0465                          SUPERSEDED SURVEY CONTROL
 JX0465
 JX0465  NGVD 29 (??/??/92)  193.243  (m)          634.00   (f) ADJ UNCH    2 0
 JX0465
 JX0465.Superseded values are not recommended for survey control.
 JX0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0465.See file dsdata.txt to determine how the superseded data were derived.
 JX0465
 JX0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND041826(NAD 83)
 JX0465_MARKER: DB = BENCH MARK DISK
 JX0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0465_SP_SET: CULVERT
 JX0465_STAMPING: H 34 1934
 JX0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0465
 JX0465  HISTORY     - Date     Condition        Report By
 JX0465  HISTORY     - 1935     MONUMENTED       CGS
 JX0465  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0465
 JX0465                          STATION DESCRIPTION
 JX0465
 JX0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0465'1 MI S FROM PADEN CITY.
 JX0465'1.0 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0465'STATION AT PADEN CITY, TYLER COUNTY, 44 YARDS NORTHEAST OF POLE
 JX0465'44-1, IN THE TOP OF A CONCRETE CULVERT, AT THE NORTHEAST END
 JX0465'OF THE NORTHWEST SIDE, ABOUT 4 1/2 YARDS NORTHWEST OF THE
 JX0465'NORTHWEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 JX0465
 JX0465                          STATION RECOVERY (1983)
 JX0465
 JX0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0465'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF A
 JX0465'CONCRETE CULVERT BEING FOUND, MARK MAY STILL EXIST BUT AREA IS HEAVILY
 JX0465'OVERGROWN WITH BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2085 ***********************************************************************
 HX2085  DESIGNATION -  H 36
 HX2085  PID         -  HX2085
 HX2085  STATE/COUNTY-  WV/BOONE
 HX2085  USGS QUAD   -  MADISON (1976)
 HX2085
 HX2085                         *CURRENT SURVEY CONTROL
 HX2085  ___________________________________________________________________
 HX2085* NAD 83(1986)-  38 02 19.     (N)    081 49 52.     (W)     SCALED    
 HX2085* NAVD 88     -       220.949  (meters)     724.90   (feet)  ADJUSTED  
 HX2085  ___________________________________________________________________
 HX2085  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HX2085  DYNAMIC HT  -         220.789 (meters)     724.37  (feet)  COMP
 HX2085  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 HX2085
 HX2085  VERT ORDER  -  SECOND    CLASS 0
 HX2085
 HX2085.The horizontal coordinates were scaled from a topographic map and have
 HX2085.an estimated accuracy of +/- 6 seconds.
 HX2085
 HX2085.The orthometric height was determined by differential leveling
 HX2085.and adjusted by the National Geodetic Survey in June 1991..
 HX2085
 HX2085.The geoid height was determined by GEOID03.
 HX2085
 HX2085.The dynamic height is computed by dividing the NAVD 88
 HX2085.geopotential number by the normal gravity value computed on the
 HX2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2085.degrees latitude (g = 980.6199 gals.).
 HX2085
 HX2085.The modeled gravity was interpolated from observed gravity values.
 HX2085
 HX2085;                    North         East    Units  Estimated Accuracy
 HX2085;SPC WV S     -   115,600.      527,050.      MT  (+/- 180 meters Scaled)
 HX2085
 HX2085                          SUPERSEDED SURVEY CONTROL
 HX2085
 HX2085  NGVD 29 (??/??/92)  221.154  (m)          725.57   (f) ADJ UNCH    2 0
 HX2085
 HX2085.Superseded values are not recommended for survey control.
 HX2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2085.See file dsdata.txt to determine how the superseded data were derived.
 HX2085
 HX2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC270104(NAD 83)
 HX2085_MARKER: DB = BENCH MARK DISK
 HX2085_SETTING: 66 = SET IN ROCK OUTCROP
 HX2085_SP_SET: ROCK OUTCROP
 HX2085_STAMPING: H 36 1935
 HX2085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2085+STABILITY: POSITION/ELEVATION WELL
 HX2085
 HX2085  HISTORY     - Date     Condition        Report By
 HX2085  HISTORY     - 1935     MONUMENTED       CGS
 HX2085  HISTORY     - 1957     GOOD             NGS
 HX2085
 HX2085                          STATION DESCRIPTION
 HX2085
 HX2085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HX2085'2.6 MI S FROM MADISON.
 HX2085'ABOUT 2.6 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2085'FROM THE STATION AT MADISON, 86 YARDS NORTH OF THE NORTH END
 HX2085'OF STEEL RAILROAD BRIDGE NUMBER 397, 46 FEET EAST OF THE EAST
 HX2085'END OF SWINGING FOOT BRIDGE, 27 FEET WEST OF THE WEST RAIL, SET
 HX2085'IN THE TOP OF A ROCK OUTCROP, ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2117 ***********************************************************************
 HX2117  DESIGNATION -  H 37
 HX2117  PID         -  HX2117
 HX2117  STATE/COUNTY-  WV/KANAWHA
 HX2117  USGS QUAD   -  ALUM CREEK (1971)
 HX2117
 HX2117                         *CURRENT SURVEY CONTROL
 HX2117  ___________________________________________________________________
 HX2117* NAD 83(1986)-  38 16 21.     (N)    081 47 56.     (W)     SCALED    
 HX2117* NAVD 88     -       190.313  (meters)     624.39   (feet)  ADJUSTED  
 HX2117  ___________________________________________________________________
 HX2117  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HX2117  DYNAMIC HT  -         190.179 (meters)     623.95  (feet)  COMP
 HX2117  MODELED GRAV-     979,923.0   (mgal)                       NAVD 88
 HX2117
 HX2117  VERT ORDER  -  SECOND    CLASS 0
 HX2117
 HX2117.The horizontal coordinates were scaled from a topographic map and have
 HX2117.an estimated accuracy of +/- 6 seconds.
 HX2117
 HX2117.The orthometric height was determined by differential leveling
 HX2117.and adjusted by the National Geodetic Survey in June 1991..
 HX2117
 HX2117.The geoid height was determined by GEOID03.
 HX2117
 HX2117.The dynamic height is computed by dividing the NAVD 88
 HX2117.geopotential number by the normal gravity value computed on the
 HX2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2117.degrees latitude (g = 980.6199 gals.).
 HX2117
 HX2117.The modeled gravity was interpolated from observed gravity values.
 HX2117
 HX2117;                    North         East    Units  Estimated Accuracy
 HX2117;SPC WV S     -   141,530.      530,100.      MT  (+/- 180 meters Scaled)
 HX2117
 HX2117                          SUPERSEDED SURVEY CONTROL
 HX2117
 HX2117  NGVD 29 (??/??/92)  190.519  (m)          625.06   (f) ADJ UNCH    2 0
 HX2117
 HX2117.Superseded values are not recommended for survey control.
 HX2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2117.See file dsdata.txt to determine how the superseded data were derived.
 HX2117
 HX2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC301363(NAD 83)
 HX2117_MARKER: DB = BENCH MARK DISK
 HX2117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2117_SP_SET: FOUNDATION
 HX2117_STAMPING: H 37 1935
 HX2117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX2117+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2004
 HX2117
 HX2117  HISTORY     - Date     Condition        Report By
 HX2117  HISTORY     - 1935     MONUMENTED       CGS
 HX2117  HISTORY     - 1973     GOOD             LOCENG
 HX2117  HISTORY     - 20041201 GOOD             INDIV
 HX2117
 HX2117                          STATION DESCRIPTION
 HX2117
 HX2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2117'AT FORKS OF COAL.
 HX2117'AT FORKS OF COAL, KANAWHA COUNTY, ON THE CHESAPEAKE AND OHIO
 HX2117'RAILWAY, 75 FEET SOUTH OF THE STATION, AT THE EAST END OF A
 HX2117'FOOTBRIDGE OVER BIG COAL RIVER, IN THE TOP OF THE CONCRETE
 HX2117'FOUNDATION, 18 FEET WEST OF THE WEST RAIL, AND ABOUT ONE FOOT
 HX2117'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED H 37 1935.
 HX2117
 HX2117                          STATION RECOVERY (1973)
 HX2117
 HX2117'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2117'RECOVERED IN GOOD CONDITION.
 HX2117
 HX2117                          STATION RECOVERY (2004)
 HX2117
 HX2117'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX2117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0472 ***********************************************************************
 HY0472  DESIGNATION -  H 38
 HY0472  PID         -  HY0472
 HY0472  STATE/COUNTY-  WV/CABELL
 HY0472  USGS QUAD   -  HURRICANE (1989)
 HY0472
 HY0472                         *CURRENT SURVEY CONTROL
 HY0472  ___________________________________________________________________
 HY0472* NAD 83(1986)-  38 25 03.     (N)    082 06 48.     (W)     SCALED    
 HY0472* NAVD 88     -       193.988  (meters)     636.44   (feet)  ADJUSTED  
 HY0472  ___________________________________________________________________
 HY0472  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HY0472  DYNAMIC HT  -         193.855 (meters)     636.01  (feet)  COMP
 HY0472  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 HY0472
 HY0472  VERT ORDER  -  SECOND    CLASS 0
 HY0472
 HY0472.The horizontal coordinates were scaled from a topographic map and have
 HY0472.an estimated accuracy of +/- 6 seconds.
 HY0472
 HY0472.The orthometric height was determined by differential leveling
 HY0472.and adjusted by the National Geodetic Survey in June 1991..
 HY0472
 HY0472.The geoid height was determined by GEOID03.
 HY0472
 HY0472.The dynamic height is computed by dividing the NAVD 88
 HY0472.geopotential number by the normal gravity value computed on the
 HY0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0472.degrees latitude (g = 980.6199 gals.).
 HY0472
 HY0472.The modeled gravity was interpolated from observed gravity values.
 HY0472
 HY0472;                    North         East    Units  Estimated Accuracy
 HY0472;SPC WV S     -   157,910.      502,780.      MT  (+/- 180 meters Scaled)
 HY0472
 HY0472                          SUPERSEDED SURVEY CONTROL
 HY0472
 HY0472  NGVD 29 (??/??/92)  194.173  (m)          637.05   (f) ADJ UNCH    2 0
 HY0472
 HY0472.Superseded values are not recommended for survey control.
 HY0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0472.See file dsdata.txt to determine how the superseded data were derived.
 HY0472
 HY0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC028527(NAD 83)
 HY0472_MARKER: DB = BENCH MARK DISK
 HY0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0472_SP_SET: ABUTMENT
 HY0472_STAMPING: H 38 1935
 HY0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0472
 HY0472  HISTORY     - Date     Condition        Report By
 HY0472  HISTORY     - 1935     MONUMENTED       CGS
 HY0472
 HY0472                          STATION DESCRIPTION
 HY0472
 HY0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0472'1.5 MI E FROM MILTON.
 HY0472'1.5 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY0472'STATION AT MILTON, CABELL COUNTY, AT BRIDGE H 484.5, IN THE EAST
 HY0472'FACE OF THE NORTH CONCRETE ABUTMENT, 1-1/2 FEET NORTH OF THE
 HY0472'SOUTH FACE, 13 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET
 HY0472'ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED H 38
 HY0472'1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2147 ***********************************************************************
 HX2147  DESIGNATION -  H 39
 HX2147  PID         -  HX2147
 HX2147  STATE/COUNTY-  WV/BOONE
 HX2147  USGS QUAD   -  RACINE (1976)
 HX2147
 HX2147                         *CURRENT SURVEY CONTROL
 HX2147  ___________________________________________________________________
 HX2147* NAD 83(1986)-  38 10 02.     (N)    081 42 39.     (W)     SCALED    
 HX2147* NAVD 88     -       200.655  (meters)     658.32   (feet)  ADJUSTED  
 HX2147  ___________________________________________________________________
 HX2147  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HX2147  DYNAMIC HT  -         200.512 (meters)     657.85  (feet)  COMP
 HX2147  MODELED GRAV-     979,910.1   (mgal)                       NAVD 88
 HX2147
 HX2147  VERT ORDER  -  SECOND    CLASS 0
 HX2147
 HX2147.The horizontal coordinates were scaled from a topographic map and have
 HX2147.an estimated accuracy of +/- 6 seconds.
 HX2147
 HX2147.The orthometric height was determined by differential leveling
 HX2147.and adjusted by the National Geodetic Survey in June 1991..
 HX2147
 HX2147.The geoid height was determined by GEOID03.
 HX2147
 HX2147.The dynamic height is computed by dividing the NAVD 88
 HX2147.geopotential number by the normal gravity value computed on the
 HX2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2147.degrees latitude (g = 980.6199 gals.).
 HX2147
 HX2147.The modeled gravity was interpolated from observed gravity values.
 HX2147
 HX2147;                    North         East    Units  Estimated Accuracy
 HX2147;SPC WV S     -   129,790.      537,710.      MT  (+/- 180 meters Scaled)
 HX2147
 HX2147                          SUPERSEDED SURVEY CONTROL
 HX2147
 HX2147  NGVD 29 (??/??/92)  200.862  (m)          658.99   (f) ADJ UNCH    2 0
 HX2147
 HX2147.Superseded values are not recommended for survey control.
 HX2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2147.See file dsdata.txt to determine how the superseded data were derived.
 HX2147
 HX2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC377246(NAD 83)
 HX2147_MARKER: DB = BENCH MARK DISK
 HX2147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2147_SP_SET: ABUTMENT
 HX2147_STAMPING: H 39 1935
 HX2147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2147
 HX2147  HISTORY     - Date     Condition        Report By
 HX2147  HISTORY     - 1935     MONUMENTED       CGS
 HX2147
 HX2147                          STATION DESCRIPTION
 HX2147
 HX2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2147'AT BRUSHTON.
 HX2147'AT BRUSHTON, ON THE CHESAPEAKE AND OHIO RAILWAY, 0.1 MILE NORTH
 HX2147'OF THE SIGN BRUSHTON, 0.1 MILE SOUTH OF MILEPOST S 10, 32 YARDS
 HX2147'NORTHEAST OF A JUNCTION, AT BRIDGE 101 OVER BIG COAL RIVER, 15 FEET
 HX2147'NORTHEAST OF THE NORTH POINT OF A SWITCH, 5 FEET EAST OF THE EAST
 HX2147'RAIL, IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT, AND ABOUT
 HX2147'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 39 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2934 ***********************************************************************
 GX2934  DESIGNATION -  H 40
 GX2934  PID         -  GX2934
 GX2934  STATE/COUNTY-  WV/RALEIGH
 GX2934  USGS QUAD   -  WHITESVILLE (1988)
 GX2934
 GX2934                         *CURRENT SURVEY CONTROL
 GX2934  ___________________________________________________________________
 GX2934* NAD 83(1986)-  37 56 48.     (N)    081 32 35.     (W)     SCALED    
 GX2934* NAVD 88     -       265.486  (meters)     871.02   (feet)  ADJUSTED  
 GX2934  ___________________________________________________________________
 GX2934  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GX2934  DYNAMIC HT  -         265.288 (meters)     870.37  (feet)  COMP
 GX2934  MODELED GRAV-     979,877.6   (mgal)                       NAVD 88
 GX2934
 GX2934  VERT ORDER  -  SECOND    CLASS 0
 GX2934
 GX2934.The horizontal coordinates were scaled from a topographic map and have
 GX2934.an estimated accuracy of +/- 6 seconds.
 GX2934
 GX2934.The orthometric height was determined by differential leveling
 GX2934.and adjusted by the National Geodetic Survey in June 1991..
 GX2934
 GX2934.The geoid height was determined by GEOID03.
 GX2934
 GX2934.The dynamic height is computed by dividing the NAVD 88
 GX2934.geopotential number by the normal gravity value computed on the
 GX2934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2934.degrees latitude (g = 980.6199 gals.).
 GX2934
 GX2934.The modeled gravity was interpolated from observed gravity values.
 GX2934
 GX2934;                    North         East    Units  Estimated Accuracy
 GX2934;SPC WV S     -   105,210.      552,270.      MT  (+/- 180 meters Scaled)
 GX2934
 GX2934                          SUPERSEDED SURVEY CONTROL
 GX2934
 GX2934  NGVD 29 (??/??/92)  265.687  (m)          871.67   (f) ADJ UNCH    2 0
 GX2934
 GX2934.Superseded values are not recommended for survey control.
 GX2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2934.See file dsdata.txt to determine how the superseded data were derived.
 GX2934
 GX2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC522000(NAD 83)
 GX2934_MARKER: DB = BENCH MARK DISK
 GX2934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2934_STAMPING: H 40 1935
 GX2934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2934+STABILITY: SURFACE MOTION
 GX2934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX2934+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2005
 GX2934
 GX2934  HISTORY     - Date     Condition        Report By
 GX2934  HISTORY     - 1935     MONUMENTED       CGS
 GX2934  HISTORY     - 20050610 GOOD             RALECO
 GX2934
 GX2934                          STATION DESCRIPTION
 GX2934
 GX2934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2934'AT EUNICE.
 GX2934'AT EUNICE, ON THE CHESAPEAKE AND OHIO RAILWAY, 20 YARDS SOUTH
 GX2934'OF THE SIGN EUNICE, 23 YARDS NORTHEAST OF MILEPOST JV 2, 35
 GX2934'YARDS EAST OF AND ACROSS THE TRACK FROM THE POST OFFICE, 18
 GX2934'FEET EAST OF THE EAST RAIL, AND AT THE SOUTHWEST CORNER OF THE
 GX2934'LAWN AT THE ALVIN MILLER RESIDENCE.  A STANDARD DISK, STAMPED
 GX2934'H 40 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GX2934
 GX2934                          STATION RECOVERY (2005)
 GX2934
 GX2934'RECOVERY NOTE BY RALEIGH COUNTY SURVEYOR, WV 2005 (RLG)
 GX2934'AT EUNICE IN EXCELLENT CONDITION, 23 YARDS NORTHEAST OF CSX RAILROAD
 GX2934'MILE POST 2, 53 FEET EAST OF THE CENTER LINE OF STATE ROUTE 3 AND 22.7
 GX2934'FEET EAST OF THE CENTER LINE OF THE RAILROAD TRACKS,  AT THE SOUTHEAST
 GX2934'CORNER OF THE LAWN OF THE HOME AT 11428 COAL RIVER ROAD (STATE ROUTE
 GX2934'3), 1 FOOT IN FRONT OF A GAS METER.
 GX2934' 
 GX2934'GPS DATA WAS COLLECTED OVER 3 DAYS WITH A MINIMUM OF 6 HOURS A DAY.
 GX2934'THE AVERAGED NAD 83 (CORS96), EPOCH 2002, POSITION WAS CALCULATED BY
 GX2934'RAY GWINN USING OPUS.  THE RESULTING POSITION IS N37-56-48.07021,
 GX2934'W81-32-35.64353 AND ELLIPSOID HEIGHT OF 233.80 METERS.
 GX2934' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1086 ***********************************************************************
 GX1086  DESIGNATION -  H 41
 GX1086  PID         -  GX1086
 GX1086  STATE/COUNTY-  WV/RALEIGH
 GX1086  USGS QUAD   -  BECKLEY (1989)
 GX1086
 GX1086                         *CURRENT SURVEY CONTROL
 GX1086  ___________________________________________________________________
 GX1086* NAD 83(1986)-  37 46 37.     (N)    081 11 14.     (W)     SCALED    
 GX1086* NAVD 88     -       738.110  (meters)    2421.62   (feet)  ADJUSTED  
 GX1086  ___________________________________________________________________
 GX1086  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1086  DYNAMIC HT  -         737.496 (meters)    2419.60  (feet)  COMP
 GX1086  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 GX1086
 GX1086  VERT ORDER  -  SECOND    CLASS 0
 GX1086
 GX1086.The horizontal coordinates were scaled from a topographic map and have
 GX1086.an estimated accuracy of +/- 6 seconds.
 GX1086
 GX1086.The orthometric height was determined by differential leveling
 GX1086.and adjusted by the National Geodetic Survey in June 1991..
 GX1086
 GX1086.The geoid height was determined by GEOID03.
 GX1086
 GX1086.The dynamic height is computed by dividing the NAVD 88
 GX1086.geopotential number by the normal gravity value computed on the
 GX1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1086.degrees latitude (g = 980.6199 gals.).
 GX1086
 GX1086.The modeled gravity was interpolated from observed gravity values.
 GX1086
 GX1086;                    North         East    Units  Estimated Accuracy
 GX1086;SPC WV S     -    86,250.      583,510.      MT  (+/- 180 meters Scaled)
 GX1086
 GX1086                          SUPERSEDED SURVEY CONTROL
 GX1086
 GX1086  NGVD 29 (??/??/92)  738.267  (m)         2422.13   (f) ADJ UNCH    2 0
 GX1086
 GX1086.Superseded values are not recommended for survey control.
 GX1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1086.See file dsdata.txt to determine how the superseded data were derived.
 GX1086
 GX1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB835810(NAD 83)
 GX1086_MARKER: DB = BENCH MARK DISK
 GX1086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1086_SP_SET: BUILDING
 GX1086_STAMPING: H 41 1935
 GX1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1086
 GX1086  HISTORY     - Date     Condition        Report By
 GX1086  HISTORY     - 1935     MONUMENTED       CGS
 GX1086  HISTORY     - 1960     GOOD             NGS
 GX1086  HISTORY     - 20030615 GOOD             INDIV
 GX1086
 GX1086                          STATION DESCRIPTION
 GX1086
 GX1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1086'AT BECKLEY.
 GX1086'AT BECKLEY, ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM
 GX1086'THE COURTHOUSE, AT THE INTERSECTION OF SOUTH KANAHWA AND HOWE
 GX1086'STREETS, 19 1/2 FEET SOUTHWEST OF THE SOUTHWEST CURB OF SOUTH
 GX1086'KANAHWA STREET, 22 FEET NORTHWEST OF THE CENTER LINE OF HOWE
 GX1086'STREET, SET VERTICALLY IN THE NORTHEAST FACE OF THE SAILORS AND
 GX1086'SOLDIERS MEMORIAL BUILDING (HOUSING THE PUBLIC LIBRARY), 1.8
 GX1086'FEET NORTHWEST OF THE EAST CORNER OF THE BUILDING, AND 4 FEET
 GX1086'ABOVE THE LEVEL OF THE SIDEWALK.
 GX1086
 GX1086                          STATION RECOVERY (2003)
 GX1086
 GX1086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DTS)
 GX1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2184 ***********************************************************************
 GX2184  DESIGNATION -  H 42
 GX2184  PID         -  GX2184
 GX2184  STATE/COUNTY-  WV/WYOMING
 GX2184  USGS QUAD   -  PINEVILLE (1976)
 GX2184
 GX2184                         *CURRENT SURVEY CONTROL
 GX2184  ___________________________________________________________________
 GX2184* NAD 83(1986)-  37 34 51.     (N)    081 32 06.     (W)     SCALED    
 GX2184* NAVD 88     -       396.823  (meters)    1301.91   (feet)  ADJUSTED  
 GX2184  ___________________________________________________________________
 GX2184  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX2184  DYNAMIC HT  -         396.507 (meters)    1300.87  (feet)  COMP
 GX2184  MODELED GRAV-     979,821.1   (mgal)                       NAVD 88
 GX2184
 GX2184  VERT ORDER  -  SECOND    CLASS 0
 GX2184
 GX2184.The horizontal coordinates were scaled from a topographic map and have
 GX2184.an estimated accuracy of +/- 6 seconds.
 GX2184
 GX2184.The orthometric height was determined by differential leveling
 GX2184.and adjusted by the National Geodetic Survey in June 1991..
 GX2184
 GX2184.The geoid height was determined by GEOID03.
 GX2184
 GX2184.The dynamic height is computed by dividing the NAVD 88
 GX2184.geopotential number by the normal gravity value computed on the
 GX2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2184.degrees latitude (g = 980.6199 gals.).
 GX2184
 GX2184.The modeled gravity was interpolated from observed gravity values.
 GX2184
 GX2184;                    North         East    Units  Estimated Accuracy
 GX2184;SPC WV S     -    64,600.      552,750.      MT  (+/- 180 meters Scaled)
 GX2184
 GX2184                          SUPERSEDED SURVEY CONTROL
 GX2184
 GX2184  NGVD 29 (??/??/92)  396.996  (m)         1302.48   (f) ADJ UNCH    2 0
 GX2184
 GX2184.Superseded values are not recommended for survey control.
 GX2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2184.See file dsdata.txt to determine how the superseded data were derived.
 GX2184
 GX2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB527594(NAD 83)
 GX2184_MARKER: DB = BENCH MARK DISK
 GX2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2184_STAMPING: H 42 1935
 GX2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2184+STABILITY: SURFACE MOTION
 GX2184
 GX2184  HISTORY     - Date     Condition        Report By
 GX2184  HISTORY     - 1935     MONUMENTED       CGS
 GX2184  HISTORY     - 1958     MARK NOT FOUND   NGS
 GX2184
 GX2184                          STATION DESCRIPTION
 GX2184
 GX2184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2184'AT PINEVILLE.
 GX2184'AT THE HIGH SCHOOL 47 YARDS SOUTHWEST OF THE SOUTHWEST CORNER
 GX2184'OF THE BUILDING, 34 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 GX2184'10, 28 FEET EAST OF THE CAMPUS FENCE, 2.7 FEET SOUTH OF A
 GX2184'24-INCH OAK TREE, AND LEVEL WITH THE GROUND.  A STANDARD DISK,
 GX2184'STAMPED H 42 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1155 ***********************************************************************
 GX1155  DESIGNATION -  H 43
 GX1155  PID         -  GX1155
 GX1155  STATE/COUNTY-  WV/RALEIGH
 GX1155  USGS QUAD   -  LESTER (1976)
 GX1155
 GX1155                         *CURRENT SURVEY CONTROL
 GX1155  ___________________________________________________________________
 GX1155* NAD 83(1986)-  37 41 31.     (N)    081 16 20.     (W)     SCALED    
 GX1155* NAVD 88     -       587.118  (meters)    1926.24   (feet)  ADJUSTED  
 GX1155  ___________________________________________________________________
 GX1155  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX1155  DYNAMIC HT  -         586.633 (meters)    1924.65  (feet)  COMP
 GX1155  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 GX1155
 GX1155  VERT ORDER  -  SECOND    CLASS 0
 GX1155
 GX1155.The horizontal coordinates were scaled from a topographic map and have
 GX1155.an estimated accuracy of +/- 6 seconds.
 GX1155
 GX1155.The orthometric height was determined by differential leveling
 GX1155.and adjusted by the National Geodetic Survey in June 1991..
 GX1155
 GX1155.The geoid height was determined by GEOID03.
 GX1155
 GX1155.The dynamic height is computed by dividing the NAVD 88
 GX1155.geopotential number by the normal gravity value computed on the
 GX1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1155.degrees latitude (g = 980.6199 gals.).
 GX1155
 GX1155.The modeled gravity was interpolated from observed gravity values.
 GX1155
 GX1155;                    North         East    Units  Estimated Accuracy
 GX1155;SPC WV S     -    76,830.      575,990.      MT  (+/- 180 meters Scaled)
 GX1155
 GX1155                          SUPERSEDED SURVEY CONTROL
 GX1155
 GX1155  NGVD 29 (??/??/92)  587.265  (m)         1926.72   (f) ADJ UNCH    2 0
 GX1155
 GX1155.Superseded values are not recommended for survey control.
 GX1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1155.See file dsdata.txt to determine how the superseded data were derived.
 GX1155
 GX1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB760716(NAD 83)
 GX1155_MARKER: DB = BENCH MARK DISK
 GX1155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1155_SP_SET: BUILDING
 GX1155_STAMPING: H 43 1935
 GX1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1155
 GX1155  HISTORY     - Date     Condition        Report By
 GX1155  HISTORY     - 1935     MONUMENTED       CGS
 GX1155  HISTORY     - 1960     GOOD             NGS
 GX1155
 GX1155                          STATION DESCRIPTION
 GX1155
 GX1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1155'AT MC ALPIN.
 GX1155'AT MC ALPIN, SET VERTICALLY IN THE NORTH STONE FACE OF THE POST
 GX1155'OFFICE AND CHESAPEAKE AND OHIO RAILWAY STATION, 36 FEET SOUTH OF
 GX1155'SOUTH RAIL OF C. AND O. RY., 3.8 FEET WEST OF NORTHWEST CORNER
 GX1155'OF BUILDING AND ABOUT 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2178 ***********************************************************************
 GX2178  DESIGNATION -  H 44
 GX2178  PID         -  GX2178
 GX2178  STATE/COUNTY-  WV/WYOMING
 GX2178  USGS QUAD   -  PINEVILLE (1976)
 GX2178
 GX2178                         *CURRENT SURVEY CONTROL
 GX2178  ___________________________________________________________________
 GX2178* NAD 83(1986)-  37 32 02.     (N)    081 35 36.     (W)     SCALED    
 GX2178* NAVD 88     -       393.349  (meters)    1290.51   (feet)  ADJUSTED  
 GX2178  ___________________________________________________________________
 GX2178  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX2178  DYNAMIC HT  -         393.035 (meters)    1289.48  (feet)  COMP
 GX2178  MODELED GRAV-     979,818.5   (mgal)                       NAVD 88
 GX2178
 GX2178  VERT ORDER  -  SECOND    CLASS 0
 GX2178
 GX2178.The horizontal coordinates were scaled from a topographic map and have
 GX2178.an estimated accuracy of +/- 6 seconds.
 GX2178
 GX2178.The orthometric height was determined by differential leveling
 GX2178.and adjusted by the National Geodetic Survey in June 1991..
 GX2178
 GX2178.The geoid height was determined by GEOID03.
 GX2178
 GX2178.The dynamic height is computed by dividing the NAVD 88
 GX2178.geopotential number by the normal gravity value computed on the
 GX2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2178.degrees latitude (g = 980.6199 gals.).
 GX2178
 GX2178.The modeled gravity was interpolated from observed gravity values.
 GX2178
 GX2178;                    North         East    Units  Estimated Accuracy
 GX2178;SPC WV S     -    59,420.      547,560.      MT  (+/- 180 meters Scaled)
 GX2178
 GX2178                          SUPERSEDED SURVEY CONTROL
 GX2178
 GX2178  NGVD 29 (??/??/92)  393.517  (m)         1291.06   (f) ADJ UNCH    2 0
 GX2178
 GX2178.Superseded values are not recommended for survey control.
 GX2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2178.See file dsdata.txt to determine how the superseded data were derived.
 GX2178
 GX2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB475542(NAD 83)
 GX2178_MARKER: DB = BENCH MARK DISK
 GX2178_SETTING: 66 = SET IN ROCK OUTCROP
 GX2178_SP_SET: ROCK LEDGE
 GX2178_STAMPING: H 44 1935
 GX2178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2178+STABILITY: POSITION/ELEVATION WELL
 GX2178
 GX2178  HISTORY     - Date     Condition        Report By
 GX2178  HISTORY     - 1935     MONUMENTED       CGS
 GX2178  HISTORY     - 1958     GOOD             NGS
 GX2178  HISTORY     - 1963     GOOD             AEROS
 GX2178  HISTORY     - 1980     GOOD             LOCSUR
 GX2178
 GX2178                          STATION DESCRIPTION
 GX2178
 GX2178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2178'5.8 MI S FROM PINEVILLE.
 GX2178'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 GX2178'AT PINEVILLE, THENCE ABOUT 5.5 MILES SOUTH ALONG STATE HIGHWAY 16,
 GX2178'0.3 MILE SOUTH OF THE POST OFFICE AT WOLFPEN, ABOUT 90 YARDS SOUTH
 GX2178'AND ACROSS THE HIGHWAY FROM THE ESSO SERVICE STATION AND WOLFPEN
 GX2178'GROCERY STORE, 78 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GX2178'HIGHWAY, SET VERTICALLY IN THE WEST FACE OF A OVERHANGING LEDGE
 GX2178'OF ROCK 50-FEET LONG AND 3-FEET HIGH IN THE SOUTH SIDE OF A HILL
 GX2178'ON THE NORTHEAST SIDE OF A SMALL VALLEY LEADING SOUTHEAST AWAY
 GX2178'FROM THE HIGHWAY, 5 FEET NORTH OF THE SOUTH END OF THE ROCK,
 GX2178'2 1/2 FEET ABOVE THE GROUND, AND ABOUT 15 FEET ABOVE THE LEVEL
 GX2178'OF THE HIGHWAY.
 GX2178
 GX2178                          STATION RECOVERY (1963)
 GX2178
 GX2178'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2178'RECOVERED IN GOOD CONDITION.
 GX2178
 GX2178                          STATION RECOVERY (1980)
 GX2178
 GX2178'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0279 ***********************************************************************
 JW0279  DESIGNATION -  H 44
 JW0279  PID         -  JW0279
 JW0279  STATE/COUNTY-  WV/HAMPSHIRE
 JW0279  USGS QUAD   -  CAPON BRIDGE (1986)
 JW0279
 JW0279                         *CURRENT SURVEY CONTROL
 JW0279  ___________________________________________________________________
 JW0279* NAD 83(1986)-  39 17 51.     (N)    078 26 08.     (W)     SCALED    
 JW0279* NAVD 88     -       249.488  (meters)     818.53   (feet)  ADJUSTED  
 JW0279  ___________________________________________________________________
 JW0279  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JW0279  DYNAMIC HT  -         249.331 (meters)     818.01  (feet)  COMP
 JW0279  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 JW0279
 JW0279  VERT ORDER  -  SECOND    CLASS 0
 JW0279
 JW0279.The horizontal coordinates were scaled from a topographic map and have
 JW0279.an estimated accuracy of +/- 6 seconds.
 JW0279
 JW0279.The orthometric height was determined by differential leveling
 JW0279.and adjusted by the National Geodetic Survey in June 1991..
 JW0279
 JW0279.The geoid height was determined by GEOID03.
 JW0279
 JW0279.The dynamic height is computed by dividing the NAVD 88
 JW0279.geopotential number by the normal gravity value computed on the
 JW0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0279.degrees latitude (g = 980.6199 gals.).
 JW0279
 JW0279.The modeled gravity was interpolated from observed gravity values.
 JW0279
 JW0279;                    North         East    Units  Estimated Accuracy
 JW0279;SPC WV N     -    89,080.      691,820.      MT  (+/- 180 meters Scaled)
 JW0279
 JW0279                          SUPERSEDED SURVEY CONTROL
 JW0279
 JW0279  NGVD 29 (??/??/92)  249.648  (m)          819.05   (f) ADJ UNCH    2 0
 JW0279
 JW0279.Superseded values are not recommended for survey control.
 JW0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0279.See file dsdata.txt to determine how the superseded data were derived.
 JW0279
 JW0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD211529(NAD 83)
 JW0279_MARKER: DD = SURVEY DISK
 JW0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0279_SP_SET: BUILDING
 JW0279_STAMPING: H 44 W VA 1921
 JW0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0279
 JW0279  HISTORY     - Date     Condition        Report By
 JW0279  HISTORY     - 1921     MONUMENTED       CGS
 JW0279  HISTORY     - 1934     GOOD             NGS
 JW0279
 JW0279                          STATION DESCRIPTION
 JW0279
 JW0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0279'AT CAPON BRIDGE.
 JW0279'AT CAPON BRIDGE, HAMPSHIRE COUNTY, ABOUT 100 YARDS SOUTH OF THE
 JW0279'POST OFFICE, ABOUT 150 YARDS SOUTH OF THE NEW HIGHWAY BRIDGE OVER
 JW0279'A RIVER, IN THE TOP OF THE CONCRETE FOUNDATION OF THE DISCIPLES
 JW0279'CHURCH, ABOUT 8 YARDS WEST OF THE ENTRANCE, AND ABOUT 10 YARDS
 JW0279'EAST OF THE CENTER LINE OF A DIRT ROAD.  A UNITED STATES GEOLOGICAL
 JW0279'SURVEY STANDARD DISK, STAMPED H 44 W.VA. 1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2212 ***********************************************************************
 GX2212  DESIGNATION -  H 45
 GX2212  PID         -  GX2212
 GX2212  STATE/COUNTY-  WV/LOGAN
 GX2212  USGS QUAD   -  MALLORY (1976)
 GX2212
 GX2212                         *CURRENT SURVEY CONTROL
 GX2212  ___________________________________________________________________
 GX2212* NAD 83(1986)-  37 44 32.     (N)    081 52 26.     (W)     SCALED    
 GX2212* NAVD 88     -       224.788  (meters)     737.49   (feet)  ADJUSTED  
 GX2212  ___________________________________________________________________
 GX2212  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GX2212  DYNAMIC HT  -         224.619 (meters)     736.94  (feet)  COMP
 GX2212  MODELED GRAV-     979,876.4   (mgal)                       NAVD 88
 GX2212
 GX2212  VERT ORDER  -  SECOND    CLASS 0
 GX2212
 GX2212.The horizontal coordinates were scaled from a topographic map and have
 GX2212.an estimated accuracy of +/- 6 seconds.
 GX2212
 GX2212.The orthometric height was determined by differential leveling
 GX2212.and adjusted by the National Geodetic Survey in June 1991..
 GX2212
 GX2212.The geoid height was determined by GEOID03.
 GX2212
 GX2212.The dynamic height is computed by dividing the NAVD 88
 GX2212.geopotential number by the normal gravity value computed on the
 GX2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2212.degrees latitude (g = 980.6199 gals.).
 GX2212
 GX2212.The modeled gravity was interpolated from observed gravity values.
 GX2212
 GX2212;                    North         East    Units  Estimated Accuracy
 GX2212;SPC WV S     -    82,740.      522,980.      MT  (+/- 180 meters Scaled)
 GX2212
 GX2212                          SUPERSEDED SURVEY CONTROL
 GX2212
 GX2212  NGVD 29 (??/??/92)  225.002  (m)          738.19   (f) ADJ UNCH    2 0
 GX2212
 GX2212.Superseded values are not recommended for survey control.
 GX2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2212.See file dsdata.txt to determine how the superseded data were derived.
 GX2212
 GX2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB230775(NAD 83)
 GX2212_MARKER: DB = BENCH MARK DISK
 GX2212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2212_SP_SET: BRIDGE
 GX2212_STAMPING: H 45 1935
 GX2212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2212
 GX2212  HISTORY     - Date     Condition        Report By
 GX2212  HISTORY     - 1935     MONUMENTED       CGS
 GX2212  HISTORY     - 1957     GOOD             NGS
 GX2212  HISTORY     - 1981     GOOD             LOCENG
 GX2212
 GX2212                          STATION DESCRIPTION
 GX2212
 GX2212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2212'AT MAN.
 GX2212'AT MAN, ALONG STATE HIGHWAY 10, AT HIGHWAY BRIDGE OVER BUFFALO
 GX2212'CREEK, SET IN THE TOP OF SOUTHEAST END OF SOUTH ABUTMENT OF
 GX2212'BRIDGE, 15 FEET EAST OF CENTER LINE OF HIGHWAY, 1 FOOT NORTHWEST
 GX2212'OF SOUTHEAST END OF ABUTMENT AND ABOUT 1/2 FOOT ABOVE LEVEL OF
 GX2212'HIGHWAY.
 GX2212
 GX2212                          STATION RECOVERY (1981)
 GX2212
 GX2212'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GX2212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0035 ***********************************************************************
 GY0035  DESIGNATION -  H 46
 GY0035  PID         -  GY0035
 GY0035  STATE/COUNTY-  WV/WAYNE
 GY0035  USGS QUAD   -  KERMIT (1992)
 GY0035
 GY0035                         *CURRENT SURVEY CONTROL
 GY0035  ___________________________________________________________________
 GY0035* NAD 83(1986)-  37 51 25.     (N)    082 24 50.     (W)     SCALED    
 GY0035* NAVD 88     -       191.141  (meters)     627.10   (feet)  ADJUSTED  
 GY0035  ___________________________________________________________________
 GY0035  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GY0035  DYNAMIC HT  -         191.000 (meters)     626.64  (feet)  COMP
 GY0035  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 GY0035
 GY0035  VERT ORDER  -  SECOND    CLASS 0
 GY0035
 GY0035.The horizontal coordinates were scaled from a topographic map and have
 GY0035.an estimated accuracy of +/- 6 seconds.
 GY0035
 GY0035.The orthometric height was determined by differential leveling
 GY0035.and adjusted by the National Geodetic Survey in June 1991..
 GY0035
 GY0035.The geoid height was determined by GEOID03.
 GY0035
 GY0035.The dynamic height is computed by dividing the NAVD 88
 GY0035.geopotential number by the normal gravity value computed on the
 GY0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0035.degrees latitude (g = 980.6199 gals.).
 GY0035
 GY0035.The modeled gravity was interpolated from observed gravity values.
 GY0035
 GY0035;                    North         East    Units  Estimated Accuracy
 GY0035;SPC WV S     -    96,060.      475,590.      MT  (+/- 180 meters Scaled)
 GY0035
 GY0035                          SUPERSEDED SURVEY CONTROL
 GY0035
 GY0035  NGVD 29 (??/??/92)  191.352  (m)          627.79   (f) ADJ UNCH    2 0
 GY0035
 GY0035.Superseded values are not recommended for survey control.
 GY0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0035.See file dsdata.txt to determine how the superseded data were derived.
 GY0035
 GY0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB756908(NAD 83)
 GY0035_MARKER: DB = BENCH MARK DISK
 GY0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0035_SP_SET: TUNNEL
 GY0035_STAMPING: H 46 1935
 GY0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0035
 GY0035  HISTORY     - Date     Condition        Report By
 GY0035  HISTORY     - 1935     MONUMENTED       CGS
 GY0035  HISTORY     - 1957     GOOD             NGS
 GY0035
 GY0035                          STATION DESCRIPTION
 GY0035
 GY0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0035'1.6 MI NW FROM KERMIT.
 GY0035'ABOUT 1.6 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0035'FROM THE STATION AT KERMIT, ABOUT 0.1 MILE NORTH OF THE
 GY0035'MINGO-WAYNE COUNTY LINE, NEAR A BLACK TOP ROAD CROSSING THAT
 GY0035'LEADS EAST TO SELWYN, AT SOUTH END OF TUNNEL NO. 3, SET VERTICALLY
 GY0035'IN THE SOUTH FACE OF WEST WALL OF TUNNEL, 7 FEET WEST OF WEST
 GY0035'RAIL, 2 FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL OF
 GY0035'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0038 ***********************************************************************
 GY0038  DESIGNATION -  H 46 X
 GY0038  PID         -  GY0038
 GY0038  STATE/COUNTY-  WV/MINGO
 GY0038  USGS QUAD   -  KERMIT (1992)
 GY0038
 GY0038                         *CURRENT SURVEY CONTROL
 GY0038  ___________________________________________________________________
 GY0038* NAD 83(1986)-  37 50 47.     (N)    082 24 58.     (W)     SCALED    
 GY0038* NAVD 88     -       191.802  (meters)     629.27   (feet)  ADJUSTED  
 GY0038  ___________________________________________________________________
 GY0038  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GY0038  DYNAMIC HT  -         191.661 (meters)     628.81  (feet)  COMP
 GY0038  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 GY0038
 GY0038  VERT ORDER  -  SECOND    CLASS 0
 GY0038
 GY0038.The horizontal coordinates were scaled from a topographic map and have
 GY0038.an estimated accuracy of +/- 6 seconds.
 GY0038
 GY0038.The orthometric height was determined by differential leveling
 GY0038.and adjusted by the National Geodetic Survey in June 1991..
 GY0038
 GY0038.The geoid height was determined by GEOID03.
 GY0038
 GY0038.The dynamic height is computed by dividing the NAVD 88
 GY0038.geopotential number by the normal gravity value computed on the
 GY0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0038.degrees latitude (g = 980.6199 gals.).
 GY0038
 GY0038.The modeled gravity was interpolated from observed gravity values.
 GY0038
 GY0038;                    North         East    Units  Estimated Accuracy
 GY0038;SPC WV S     -    94,890.      475,370.      MT  (+/- 180 meters Scaled)
 GY0038
 GY0038                          SUPERSEDED SURVEY CONTROL
 GY0038
 GY0038  NGVD 29 (??/??/92)  192.017  (m)          629.98   (f) ADJ UNCH    2 0
 GY0038
 GY0038.Superseded values are not recommended for survey control.
 GY0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0038.See file dsdata.txt to determine how the superseded data were derived.
 GY0038
 GY0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB754897(NAD 83)
 GY0038_MARKER: DB = BENCH MARK DISK
 GY0038_SETTING: 66 = SET IN ROCK OUTCROP
 GY0038_SP_SET: OUTCROP
 GY0038_STAMPING: H 46 X 1935 629.976
 GY0038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0038+STABILITY: POSITION/ELEVATION WELL
 GY0038
 GY0038  HISTORY     - Date     Condition        Report By
 GY0038  HISTORY     - 1935     MONUMENTED       CGS
 GY0038  HISTORY     - 1956     GOOD             NGS
 GY0038
 GY0038                          STATION DESCRIPTION
 GY0038
 GY0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0038'0.8 MI NW FROM KERMIT.
 GY0038'0.8 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILROAD FROM
 GY0038'THE STATION AT KERMIT, SET VERTICALLY IN THE SOUTHWEST FACE OF
 GY0038'A SANDSTONE OUTCROP EXTENDING ABOUT 100 FEET SOUTHEAST OF THE
 GY0038'SOUTHEAST PORTAL OF TUNNEL NO. 2 AND IS 6 FEET HIGH, 58.5 FEET
 GY0038'SOUTHEAST OF THE SOUTHEAST PORTAL OF THE TUNNEL, 68 FEET NORTHWEST
 GY0038'OF MILE POST NA 6, 11.4 FEET NORTHEAST OF THE NORTHEAST RAIL
 GY0038'OF NORTH BOUND TRACK, AND ABOUT 3 FEET ABOVE LEVEL WITH
 GY0038'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0120 ***********************************************************************
 GY0120  DESIGNATION -  H 47
 GY0120  PID         -  GY0120
 GY0120  STATE/COUNTY-  WV/MINGO
 GY0120  USGS QUAD   -  MATEWAN (1992)
 GY0120
 GY0120                         *CURRENT SURVEY CONTROL
 GY0120  ___________________________________________________________________
 GY0120* NAD 83(1986)-  37 35 40.     (N)    082 07 53.     (W)     SCALED    
 GY0120* NAVD 88     -       218.594  (meters)     717.17   (feet)  ADJUSTED  
 GY0120  ___________________________________________________________________
 GY0120  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GY0120  DYNAMIC HT  -         218.428 (meters)     716.63  (feet)  COMP
 GY0120  MODELED GRAV-     979,869.0   (mgal)                       NAVD 88
 GY0120
 GY0120  VERT ORDER  -  SECOND    CLASS 0
 GY0120
 GY0120.The horizontal coordinates were scaled from a topographic map and have
 GY0120.an estimated accuracy of +/- 6 seconds.
 GY0120
 GY0120.The orthometric height was determined by differential leveling
 GY0120.and adjusted by the National Geodetic Survey in June 1991..
 GY0120
 GY0120.The geoid height was determined by GEOID03.
 GY0120
 GY0120.The dynamic height is computed by dividing the NAVD 88
 GY0120.geopotential number by the normal gravity value computed on the
 GY0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0120.degrees latitude (g = 980.6199 gals.).
 GY0120
 GY0120.The modeled gravity was interpolated from observed gravity values.
 GY0120
 GY0120;                    North         East    Units  Estimated Accuracy
 GY0120;SPC WV S     -    66,590.      500,090.      MT  (+/- 180 meters Scaled)
 GY0120
 GY0120                          SUPERSEDED SURVEY CONTROL
 GY0120
 GY0120  NGVD 29 (??/??/92)  218.815  (m)          717.90   (f) ADJ UNCH    2 0
 GY0120
 GY0120.Superseded values are not recommended for survey control.
 GY0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0120.See file dsdata.txt to determine how the superseded data were derived.
 GY0120
 GY0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB001614(NAD 83)
 GY0120_MARKER: DB = BENCH MARK DISK
 GY0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0120_STAMPING: H 47 1935
 GY0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0120+STABILITY: SURFACE MOTION
 GY0120
 GY0120  HISTORY     - Date     Condition        Report By
 GY0120  HISTORY     - 1935     MONUMENTED       CGS
 GY0120  HISTORY     - 198912   GOOD             USGS
 GY0120
 GY0120                          STATION DESCRIPTION
 GY0120
 GY0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0120'AT THACKER.
 GY0120'AT THACKER, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GY0120'35 YARDS NORTHWEST OF THE STATION, AT THE NORTHWEST END OF THE
 GY0120'SECTION-HOUSE YARD, 25.8 FEET NORTHEAST OF THE NORTHEAST RAIL,
 GY0120'20 FEET SOUTH OF THE SOUTH RAIL OF A SPUR TRACK, 1 FOOT SOUTHEAST
 GY0120'OF A FENCE LINE, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.
 GY0120'A STANDARD DISK, STAMPED H 47 1935 AND SET IN THE TOP OF A
 GY0120'CONCRETE POST.
 GY0120
 GY0120                          STATION RECOVERY (1989)
 GY0120
 GY0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (PMC)
 GY0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1666 ***********************************************************************
 GX1666  DESIGNATION -  H 49
 GX1666  PID         -  GX1666
 GX1666  STATE/COUNTY-  WV/MCDOWELL
 GX1666  USGS QUAD   -  WELCH (1976)
 GX1666
 GX1666                         *CURRENT SURVEY CONTROL
 GX1666  ___________________________________________________________________
 GX1666* NAD 83(1986)-  37 25 50.     (N)    081 33 05.     (W)     SCALED    
 GX1666* NAVD 88     -       405.586  (meters)    1330.66   (feet)  ADJUSTED  
 GX1666  ___________________________________________________________________
 GX1666  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX1666  DYNAMIC HT  -         405.251 (meters)    1329.56  (feet)  COMP
 GX1666  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 GX1666
 GX1666  VERT ORDER  -  SECOND    CLASS 0
 GX1666
 GX1666.The horizontal coordinates were scaled from a topographic map and have
 GX1666.an estimated accuracy of +/- 6 seconds.
 GX1666
 GX1666.The orthometric height was determined by differential leveling
 GX1666.and adjusted by the National Geodetic Survey in June 1991..
 GX1666.WARNING-Repeat measurements at this control monument indicate possible
 GX1666.vertical movement.
 GX1666
 GX1666.The geoid height was determined by GEOID03.
 GX1666
 GX1666.The dynamic height is computed by dividing the NAVD 88
 GX1666.geopotential number by the normal gravity value computed on the
 GX1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1666.degrees latitude (g = 980.6199 gals.).
 GX1666
 GX1666.The modeled gravity was interpolated from observed gravity values.
 GX1666
 GX1666;                    North         East    Units  Estimated Accuracy
 GX1666;SPC WV S     -    47,930.      551,200.      MT  (+/- 180 meters Scaled)
 GX1666
 GX1666                          SUPERSEDED SURVEY CONTROL
 GX1666
 GX1666  NGVD 29 (??/??/92)  405.751  (m)         1331.20   (f) ADJ UNCH    2 0
 GX1666
 GX1666.Superseded values are not recommended for survey control.
 GX1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1666.See file dsdata.txt to determine how the superseded data were derived.
 GX1666
 GX1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB512427(NAD 83)
 GX1666_MARKER: DB = BENCH MARK DISK
 GX1666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1666_SP_SET: CULVERT
 GX1666_STAMPING: H 49 1935
 GX1666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1666
 GX1666  HISTORY     - Date     Condition        Report By
 GX1666  HISTORY     - 1935     MONUMENTED       CGS
 GX1666  HISTORY     - 1958     GOOD             NGS
 GX1666
 GX1666                          STATION DESCRIPTION
 GX1666
 GX1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1666'2.4 MI SE FROM WELCH.
 GX1666'2.35 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1666'THE STATION AT WELCH, ON THE INSIDE OF A LONG CURVE WITH TANGENTS
 GX1666'EXTENDING SOUTH AND WEST, 9 FEET WEST OF THE WEST RAIL OF THE
 GX1666'WEST TRACK, IN TOP OF THE NORTHWEST WING WALL FOR A 15-FOOT
 GX1666'CONCRETE CULVERT, 1 1/2 FEET SOUTH OF THE NORTH CORNER OF THE
 GX1666'WING WALL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0148 ***********************************************************************
 GX0148  DESIGNATION -  H 5
 GX0148  PID         -  GX0148
 GX0148  STATE/COUNTY-  WV/GREENBRIER
 GX0148  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0148
 GX0148                         *CURRENT SURVEY CONTROL
 GX0148  ___________________________________________________________________
 GX0148* NAD 83(1986)-  37 56 28.     (N)    080 26 39.     (W)     SCALED    
 GX0148* NAVD 88     -       646.329  (meters)    2120.50   (feet)  ADJUSTED  
 GX0148  ___________________________________________________________________
 GX0148  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0148  DYNAMIC HT  -         645.796 (meters)    2118.75  (feet)  COMP
 GX0148  MODELED GRAV-     979,784.0   (mgal)                       NAVD 88
 GX0148
 GX0148  VERT ORDER  -  SECOND    CLASS 0
 GX0148
 GX0148.The horizontal coordinates were scaled from a topographic map and have
 GX0148.an estimated accuracy of +/- 6 seconds.
 GX0148
 GX0148.The orthometric height was determined by differential leveling
 GX0148.and adjusted by the National Geodetic Survey in June 1991..
 GX0148
 GX0148.The geoid height was determined by GEOID03.
 GX0148
 GX0148.The dynamic height is computed by dividing the NAVD 88
 GX0148.geopotential number by the normal gravity value computed on the
 GX0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0148.degrees latitude (g = 980.6199 gals.).
 GX0148
 GX0148.The modeled gravity was interpolated from observed gravity values.
 GX0148
 GX0148;                    North         East    Units  Estimated Accuracy
 GX0148;SPC WV S     -   104,600.      648,860.      MT  (+/- 180 meters Scaled)
 GX0148
 GX0148                          SUPERSEDED SURVEY CONTROL
 GX0148
 GX0148  NGVD 29 (??/??/92)  646.483  (m)         2121.00   (f) ADJ UNCH    2 0
 GX0148
 GX0148.Superseded values are not recommended for survey control.
 GX0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0148.See file dsdata.txt to determine how the superseded data were derived.
 GX0148
 GX0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB488994(NAD 83)
 GX0148_MARKER: DD = SURVEY DISK
 GX0148_SETTING: 66 = SET IN ROCK OUTCROP
 GX0148_SP_SET: ROCK OUTCROP
 GX0148_STAMPING: W VA 2120 H 5 1921
 GX0148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0148+STABILITY: POSITION/ELEVATION WELL
 GX0148
 GX0148  HISTORY     - Date     Condition        Report By
 GX0148  HISTORY     - 1921     MONUMENTED       USGS
 GX0148  HISTORY     - 1961     GOOD             NGS
 GX0148  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0148
 GX0148                          STATION DESCRIPTION
 GX0148
 GX0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0148'4.2 MI W FROM FRANKFORD.
 GX0148'ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 219 FROM THE FRANKFORD
 GX0148'PRESBYTERIAN CHURCH AT FRANKFORD, THENCE 4.05 MILES WEST ALONG
 GX0148'A BLACK TOP ROAD, 40 YARDS NORTHWEST OF THE CENTER OF A T ROAD
 GX0148'JUNCTION IN THE SMALL TOWN OF UNUS, SET ON THE TOP OF A ROCK
 GX0148'OUTCROP THAT IS 10 FEET LONG-3 FEET WIDE AND 2 FEET HIGH, 11 FEET
 GX0148'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE
 GX0148'NORTH END OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
 GX0148'NOTE-- MARK MAY BE REACHED BY GOING 4.7 MILES SOUTHEAST ALONG A
 GX0148'BLACK TOP ROAD FROM A T ROAD JUNCTION AT WILLIAMSBURG.
 GX0148
 GX0148                          STATION RECOVERY (1983)
 GX0148
 GX0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2252 ***********************************************************************
 GX2252  DESIGNATION -  H 50
 GX2252  PID         -  GX2252
 GX2252  STATE/COUNTY-  WV/LOGAN
 GX2252  USGS QUAD   -  LOGAN (1989)
 GX2252
 GX2252                         *CURRENT SURVEY CONTROL
 GX2252  ___________________________________________________________________
 GX2252* NAD 83(1986)-  37 50 58.     (N)    081 59 37.     (W)     SCALED    
 GX2252* NAVD 88     -       206.090  (meters)     676.15   (feet)  ADJUSTED  
 GX2252  ___________________________________________________________________
 GX2252  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GX2252  DYNAMIC HT  -         205.941 (meters)     675.66  (feet)  COMP
 GX2252  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 GX2252
 GX2252  VERT ORDER  -  SECOND    CLASS 0
 GX2252
 GX2252.The horizontal coordinates were scaled from a topographic map and have
 GX2252.an estimated accuracy of +/- 6 seconds.
 GX2252
 GX2252.The orthometric height was determined by differential leveling
 GX2252.and adjusted by the National Geodetic Survey in June 1991..
 GX2252
 GX2252.The geoid height was determined by GEOID03.
 GX2252
 GX2252.The dynamic height is computed by dividing the NAVD 88
 GX2252.geopotential number by the normal gravity value computed on the
 GX2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2252.degrees latitude (g = 980.6199 gals.).
 GX2252
 GX2252.The modeled gravity was interpolated from observed gravity values.
 GX2252
 GX2252;                    North         East    Units  Estimated Accuracy
 GX2252;SPC WV S     -    94,750.      512,560.      MT  (+/- 180 meters Scaled)
 GX2252
 GX2252                          SUPERSEDED SURVEY CONTROL
 GX2252
 GX2252  NGVD 29 (??/??/92)  206.312  (m)          676.88   (f) ADJ UNCH    2 0
 GX2252
 GX2252.Superseded values are not recommended for survey control.
 GX2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2252.See file dsdata.txt to determine how the superseded data were derived.
 GX2252
 GX2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB125895(NAD 83)
 GX2252_MARKER: DB = BENCH MARK DISK
 GX2252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2252_SP_SET: BUILDING
 GX2252_STAMPING: H 50 1935
 GX2252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2252
 GX2252  HISTORY     - Date     Condition        Report By
 GX2252  HISTORY     - 1935     MONUMENTED       CGS
 GX2252  HISTORY     - 1957     GOOD             NGS
 GX2252
 GX2252                          STATION DESCRIPTION
 GX2252
 GX2252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2252'AT LOGAN.
 GX2252'AT LOGAN, SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE
 GX2252'FOUNDATION OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 12 FEET
 GX2252'WEST OF NORTHEAST CORNER OF BUILDING AND 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0523 ***********************************************************************
 HY0523  DESIGNATION -  H 51
 HY0523  PID         -  HY0523
 HY0523  STATE/COUNTY-  WV/LINCOLN
 HY0523  USGS QUAD   -  WEST HAMLIN (1989)
 HY0523
 HY0523                         *CURRENT SURVEY CONTROL
 HY0523  ___________________________________________________________________
 HY0523* NAD 83(1986)-  38 17 10.     (N)    082 11 47.     (W)     SCALED    
 HY0523* NAVD 88     -       179.354  (meters)     588.43   (feet)  ADJUSTED  
 HY0523  ___________________________________________________________________
 HY0523  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HY0523  DYNAMIC HT  -         179.228 (meters)     588.02  (feet)  COMP
 HY0523  MODELED GRAV-     979,926.4   (mgal)                       NAVD 88
 HY0523
 HY0523  VERT ORDER  -  SECOND    CLASS 0
 HY0523
 HY0523.The horizontal coordinates were scaled from a topographic map and have
 HY0523.an estimated accuracy of +/- 6 seconds.
 HY0523
 HY0523.The orthometric height was determined by differential leveling
 HY0523.and adjusted by the National Geodetic Survey in June 1991..
 HY0523
 HY0523.The geoid height was determined by GEOID03.
 HY0523
 HY0523.The dynamic height is computed by dividing the NAVD 88
 HY0523.geopotential number by the normal gravity value computed on the
 HY0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0523.degrees latitude (g = 980.6199 gals.).
 HY0523
 HY0523.The modeled gravity was interpolated from observed gravity values.
 HY0523
 HY0523;                    North         East    Units  Estimated Accuracy
 HY0523;SPC WV S     -   143,420.      495,340.      MT  (+/- 180 meters Scaled)
 HY0523
 HY0523                          SUPERSEDED SURVEY CONTROL
 HY0523
 HY0523  NGVD 29 (??/??/92)  179.553  (m)          589.08   (f) ADJ UNCH    2 0
 HY0523
 HY0523.Superseded values are not recommended for survey control.
 HY0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0523.See file dsdata.txt to determine how the superseded data were derived.
 HY0523
 HY0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC953382(NAD 83)
 HY0523_MARKER: DB = BENCH MARK DISK
 HY0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0523_STAMPING: H 51 1935
 HY0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0523+STABILITY: SURFACE MOTION
 HY0523
 HY0523  HISTORY     - Date     Condition        Report By
 HY0523  HISTORY     - 1935     MONUMENTED       CGS
 HY0523  HISTORY     - 1957     MARK NOT FOUND   NGS
 HY0523
 HY0523                          STATION DESCRIPTION
 HY0523
 HY0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0523'AT WEST HAMLIN.
 HY0523'ON THE CHESAPEAKE AND OHIO RAILWAY, ABOUT 147 YARDS SOUTH OF THE
 HY0523'STATION, 53 YARDS SOUTH OF THE SOUTHWEST CORNER OF A TOOLHOUSE,
 HY0523'32 YARDS NORTHEAST OF THE CENTER OF THE CROSSING OF STATE
 HY0523'HIGHWAY 10.  47 FEET NORTHEAST OF THE EAST HEADWALL OF A CONCRETE
 HY0523'CULVERT, 26 FEET EAST OF THE EAST RAIL, AND LEVEL WITH THE TRACK.
 HY0523'A STANDARD DISK, STAMPED H 51 1935 AND SET IN THE TOP OF A
 HY0523'CONCRETE POST.  NOTE-- THE AREA HAS BEEN GRADED AND IT APPEARS
 HY0523'THAT THE MARK WOULD HAVE BEEN DESTROYED OR IT MAY BE BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2276 ***********************************************************************
 GX2276  DESIGNATION -  H 52
 GX2276  PID         -  GX2276
 GX2276  STATE/COUNTY-  WV/LOGAN
 GX2276  USGS QUAD   -  AMHERSTDALE (1989)
 GX2276
 GX2276                         *CURRENT SURVEY CONTROL
 GX2276  ___________________________________________________________________
 GX2276* NAD 83(1986)-  37 52 02.     (N)    081 51 08.     (W)     SCALED    
 GX2276* NAVD 88     -       478.479  (meters)    1569.81   (feet)  ADJUSTED  
 GX2276  ___________________________________________________________________
 GX2276  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GX2276  DYNAMIC HT  -         478.131 (meters)    1568.67  (feet)  COMP
 GX2276  MODELED GRAV-     979,886.0   (mgal)                       NAVD 88
 GX2276
 GX2276  VERT ORDER  -  SECOND    CLASS 0
 GX2276
 GX2276.The horizontal coordinates were scaled from a topographic map and have
 GX2276.an estimated accuracy of +/- 6 seconds.
 GX2276
 GX2276.The orthometric height was determined by differential leveling
 GX2276.and adjusted by the National Geodetic Survey in June 1991..
 GX2276
 GX2276.The geoid height was determined by GEOID03.
 GX2276
 GX2276.The dynamic height is computed by dividing the NAVD 88
 GX2276.geopotential number by the normal gravity value computed on the
 GX2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2276.degrees latitude (g = 980.6199 gals.).
 GX2276
 GX2276.The modeled gravity was interpolated from observed gravity values.
 GX2276
 GX2276;                    North         East    Units  Estimated Accuracy
 GX2276;SPC WV S     -    96,600.      525,020.      MT  (+/- 180 meters Scaled)
 GX2276
 GX2276                          SUPERSEDED SURVEY CONTROL
 GX2276
 GX2276  NGVD 29 (??/??/92)  478.680  (m)         1570.47   (f) ADJ UNCH    2 0
 GX2276
 GX2276.Superseded values are not recommended for survey control.
 GX2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2276.See file dsdata.txt to determine how the superseded data were derived.
 GX2276
 GX2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB250914(NAD 83)
 GX2276_MARKER: DD = SURVEY DISK
 GX2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2276_STAMPING: H 52 1935
 GX2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2276+STABILITY: SURFACE MOTION
 GX2276
 GX2276  HISTORY     - Date     Condition        Report By
 GX2276  HISTORY     - 1935     MONUMENTED       WVGS
 GX2276  HISTORY     - 1935     MARK NOT FOUND   NGS
 GX2276  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2276  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2276
 GX2276                          STATION DESCRIPTION
 GX2276
 GX2276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2276'1.8 MI W FROM BLAIR.
 GX2276'1.8 MILES WEST ALONG U.S. HIGHWAY 119 FROM THE CHESAPEAKE AND
 GX2276'OHIO RAILWAY STATION AT BLAIR, LOGAN COUNTY, AT THE FIRST U-TURN
 GX2276'IN THE HIGHWAY EAST OF THE TOP OF BLAIR MOUNTAIN, 40 YARDS WEST
 GX2276'OF A TRANSMISSION LINE CABLE, 15-1/2 FEET SOUTH OF THE CENTERLINE
 GX2276'OF THE HIGHWAY, ONE FOOT WEST OF THE WEST END OF A GUARDRAIL,
 GX2276'AND ON A HIGH SHOULDER OF THE HIGHWAY.  A STATE SURVEY STANDARD
 GX2276'DISK, STAMPED H 52 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GX2276
 GX2276                          STATION RECOVERY (1960)
 GX2276
 GX2276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2276'MARK NOT FOUND.
 GX2276
 GX2276                          STATION RECOVERY (1960)
 GX2276
 GX2276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1108 ***********************************************************************
 GX1108  DESIGNATION -  H 53
 GX1108  PID         -  GX1108
 GX1108  STATE/COUNTY-  WV/RALEIGH
 GX1108  USGS QUAD   -  SHADY SPRING (1976)
 GX1108
 GX1108                         *CURRENT SURVEY CONTROL
 GX1108  ___________________________________________________________________
 GX1108* NAD 83(1986)-  37 43 37.     (N)    081 06 05.     (W)     SCALED    
 GX1108* NAVD 88     -       791.406  (meters)    2596.47   (feet)  ADJUSTED  
 GX1108  ___________________________________________________________________
 GX1108  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1108  DYNAMIC HT  -         790.733 (meters)    2594.26  (feet)  COMP
 GX1108  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 GX1108
 GX1108  VERT ORDER  -  SECOND    CLASS 0
 GX1108
 GX1108.The horizontal coordinates were scaled from a topographic map and have
 GX1108.an estimated accuracy of +/- 6 seconds.
 GX1108
 GX1108.The orthometric height was determined by differential leveling
 GX1108.and adjusted by the National Geodetic Survey in June 1991..
 GX1108
 GX1108.The geoid height was determined by GEOID03.
 GX1108
 GX1108.The dynamic height is computed by dividing the NAVD 88
 GX1108.geopotential number by the normal gravity value computed on the
 GX1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1108.degrees latitude (g = 980.6199 gals.).
 GX1108
 GX1108.The modeled gravity was interpolated from observed gravity values.
 GX1108
 GX1108;                    North         East    Units  Estimated Accuracy
 GX1108;SPC WV S     -    80,690.      591,060.      MT  (+/- 180 meters Scaled)
 GX1108
 GX1108                          SUPERSEDED SURVEY CONTROL
 GX1108
 GX1108  NGVD 29 (??/??/92)  791.54   (m)         2596.9    (f) COMPUTED    2 0
 GX1108
 GX1108.Superseded values are not recommended for survey control.
 GX1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1108.See file dsdata.txt to determine how the superseded data were derived.
 GX1108
 GX1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB910755(NAD 83)
 GX1108_MARKER: DD = SURVEY DISK
 GX1108_SETTING: 0 = UNSPECIFIED SETTING
 GX1108_STAMPING: H 53 1935
 GX1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1108
 GX1108  HISTORY     - Date     Condition        Report By
 GX1108  HISTORY     - 1935     MONUMENTED       WVGS
 GX1108  HISTORY     - 1960     MARK NOT FOUND   NGS
 GX1108
 GX1108                          STATION DESCRIPTION
 GX1108
 GX1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1108'1.5 MI NW FROM SHADY SPRING.
 GX1108'1.5 MILES NORTHWEST ALONG U.S. HIGHWAYS 19 AND 21 FROM THE
 GX1108'JUNCTION OF STATE HIGHWAY 3 AT SHADY SPRINGS, 0.15 MILE
 GX1108'SOUTHEAST OF PINE GROVE PARK, 65 YARDS SOUTHEAST OF THE U. PINE
 GX1108'INN GULF SERVICE STATION, AT THE JUNCTION OF AN OLD ROAD, 42
 GX1108'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 31 FEET SOUTH
 GX1108'OF A 20-INCH OAK TREE, AND 25 FEET SOUTHWEST OF A 20-INCH PINE
 GX1108'TREE.  A STATE SURVEY STANDARD DISK.  NOTE-- A GREAT QUANITY OF
 GX1108'EARTH HAS BEEN REMOVED AT THE DESCRIBED LOCATION AND THE MARK
 GX1108'MAY HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0068 ***********************************************************************
 JX0068  DESIGNATION -  H 54
 JX0068  PID         -  JX0068
 JX0068  STATE/COUNTY-  WV/MARION
 JX0068  USGS QUAD   -  GRANT TOWN (1976)
 JX0068
 JX0068                         *CURRENT SURVEY CONTROL
 JX0068  ___________________________________________________________________
 JX0068* NAD 83(1986)-  39 30 22.     (N)    080 10 05.     (W)     SCALED    
 JX0068* NAVD 88     -       277.382  (meters)     910.04   (feet)  ADJUSTED  
 JX0068  ___________________________________________________________________
 JX0068  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JX0068  DYNAMIC HT  -         277.217 (meters)     909.50  (feet)  COMP
 JX0068  MODELED GRAV-     980,024.1   (mgal)                       NAVD 88
 JX0068
 JX0068  VERT ORDER  -  FIRST     CLASS II
 JX0068
 JX0068.The horizontal coordinates were scaled from a topographic map and have
 JX0068.an estimated accuracy of +/- 6 seconds.
 JX0068
 JX0068.The orthometric height was determined by differential leveling
 JX0068.and adjusted by the National Geodetic Survey in June 1991..
 JX0068
 JX0068.The geoid height was determined by GEOID03.
 JX0068
 JX0068.The dynamic height is computed by dividing the NAVD 88
 JX0068.geopotential number by the normal gravity value computed on the
 JX0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0068.degrees latitude (g = 980.6199 gals.).
 JX0068
 JX0068.The modeled gravity was interpolated from observed gravity values.
 JX0068
 JX0068;                    North         East    Units  Estimated Accuracy
 JX0068;SPC WV N     -   111,910.      542,550.      MT  (+/- 180 meters Scaled)
 JX0068
 JX0068                          SUPERSEDED SURVEY CONTROL
 JX0068
 JX0068  NGVD 29 (??/??/92)  277.547  (m)          910.59   (f) ADJ UNCH    1 2
 JX0068
 JX0068.Superseded values are not recommended for survey control.
 JX0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0068.See file dsdata.txt to determine how the superseded data were derived.
 JX0068
 JX0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND715732(NAD 83)
 JX0068_MARKER: DB = BENCH MARK DISK
 JX0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0068_SP_SET: BRIDGE
 JX0068_STAMPING: H 54 1935
 JX0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0068
 JX0068  HISTORY     - Date     Condition        Report By
 JX0068  HISTORY     - 1935     MONUMENTED       CGS
 JX0068  HISTORY     - 1957     POOR             NGS
 JX0068  HISTORY     - 1964     POOR             NGS
 JX0068
 JX0068                          STATION DESCRIPTION
 JX0068
 JX0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0068'AT BARRACKVILLE.
 JX0068'AT BARRACKVILLE, MARION COUNTY, 150 FEET SOUTHWEST OF THE
 JX0068'BALTIMORE AND OHIO RAILROAD STATION, 41 FEET SOUTH OF THE SOUTH
 JX0068'RAIL, 11 FEET WEST OF A ROAD, IN THE NORTHWEST STONE WINGWALL OF
 JX0068'A COVERED BRIDGE.  A STANDARD DISK, STAMPED H 54 1935.  NOTE-- STONE
 JX0068'IN WINGWALL IS LOOSE - APPARENTLY HAS BEEN HIT BY A CAR.
 JX0068
 JX0068                          STATION RECOVERY (1964)
 JX0068
 JX0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JX0068'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1169 ***********************************************************************
 HW1169  DESIGNATION -  H 59
 HW1169  PID         -  HW1169
 HW1169  STATE/COUNTY-  WV/HARDY
 HW1169  USGS QUAD   -  LOST CITY (1994)
 HW1169
 HW1169                         *CURRENT SURVEY CONTROL
 HW1169  ___________________________________________________________________
 HW1169* NAD 83(1986)-  38 57 13.     (N)    078 48 14.     (W)     SCALED    
 HW1169* NAVD 88     -       420.974  (meters)    1381.15   (feet)  ADJUSTED  
 HW1169  ___________________________________________________________________
 HW1169  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HW1169  DYNAMIC HT  -         420.676 (meters)    1380.17  (feet)  COMP
 HW1169  MODELED GRAV-     979,906.5   (mgal)                       NAVD 88
 HW1169
 HW1169  VERT ORDER  -  SECOND    CLASS 0
 HW1169
 HW1169.The horizontal coordinates were scaled from a topographic map and have
 HW1169.an estimated accuracy of +/- 6 seconds.
 HW1169
 HW1169.The orthometric height was determined by differential leveling
 HW1169.and adjusted by the National Geodetic Survey in June 1991..
 HW1169
 HW1169.The geoid height was determined by GEOID03.
 HW1169
 HW1169.The dynamic height is computed by dividing the NAVD 88
 HW1169.geopotential number by the normal gravity value computed on the
 HW1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1169.degrees latitude (g = 980.6199 gals.).
 HW1169
 HW1169.The modeled gravity was interpolated from observed gravity values.
 HW1169
 HW1169;                    North         East    Units  Estimated Accuracy
 HW1169;SPC WV N     -    50,590.      660,340.      MT  (+/- 180 meters Scaled)
 HW1169
 HW1169                          SUPERSEDED SURVEY CONTROL
 HW1169
 HW1169  NGVD 29 (??/??/92)  421.110  (m)         1381.59   (f) ADJ UNCH    2 0
 HW1169
 HW1169.Superseded values are not recommended for survey control.
 HW1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1169.See file dsdata.txt to determine how the superseded data were derived.
 HW1169
 HW1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD902139(NAD 83)
 HW1169_MARKER: DB = BENCH MARK DISK
 HW1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1169_STAMPING: W VA 1921 H 59
 HW1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1169+STABILITY: SURFACE MOTION
 HW1169
 HW1169  HISTORY     - Date     Condition        Report By
 HW1169  HISTORY     - 1921     MONUMENTED       USGS
 HW1169  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1169
 HW1169                          STATION DESCRIPTION
 HW1169
 HW1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1169'2.4 MI N FROM LOST CITY.
 HW1169'2.4 MILES NORTH ALONG FORMER STATE HIGHWAY 58 FROM THE HISHMAN
 HW1169'STORE AT LOST CITY, HARDY COUNTY, AT LOST RIVER, 250 FEET WEST
 HW1169'OF THE CENTERLINE OF THE HIGHWAY, 100 FEET WEST OF A STEEL BRIDGE
 HW1169'OVER LOST RIVER, 36 FEET SOUTH OF THE P.D. DE LAWDER STORE, 24
 HW1169'FEET SOUTH OF THE CENTERLINE OF A COUNTY ROAD, AND 5 FEET
 HW1169'SOUTH OF THE FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HW1169'DISK, STAMPED W. VA. 1921 H 59 AND SET IN THE TOP OF A CONCRETE
 HW1169'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1207 ***********************************************************************
 JX1207  DESIGNATION -  H 6
 JX1207  PID         -  JX1207
 JX1207  STATE/COUNTY-  WV/WOOD
 JX1207  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1207
 JX1207                         *CURRENT SURVEY CONTROL
 JX1207  ___________________________________________________________________
 JX1207* NAD 83(1986)-  39 10 59.     (N)    081 31 36.     (W)     SCALED    
 JX1207* NAVD 88     -       182.806  (meters)     599.76   (feet)  ADJUSTED  
 JX1207  ___________________________________________________________________
 JX1207  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JX1207  DYNAMIC HT  -         182.691 (meters)     599.38  (feet)  COMP
 JX1207  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JX1207
 JX1207  VERT ORDER  -  SECOND    CLASS 0
 JX1207
 JX1207.The horizontal coordinates were scaled from a topographic map and have
 JX1207.an estimated accuracy of +/- 6 seconds.
 JX1207
 JX1207.The orthometric height was determined by differential leveling
 JX1207.and adjusted by the National Geodetic Survey in June 1991..
 JX1207
 JX1207.The geoid height was determined by GEOID03.
 JX1207
 JX1207.The dynamic height is computed by dividing the NAVD 88
 JX1207.geopotential number by the normal gravity value computed on the
 JX1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1207.degrees latitude (g = 980.6199 gals.).
 JX1207
 JX1207.The modeled gravity was interpolated from observed gravity values.
 JX1207
 JX1207;                    North         East    Units  Estimated Accuracy
 JX1207;SPC WV N     -    77,810.      424,910.      MT  (+/- 180 meters Scaled)
 JX1207
 JX1207                          SUPERSEDED SURVEY CONTROL
 JX1207
 JX1207  NGVD 29 (??/??/92)  182.984  (m)          600.34   (f) ADJ UNCH    2 0
 JX1207
 JX1207.Superseded values are not recommended for survey control.
 JX1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1207.See file dsdata.txt to determine how the superseded data were derived.
 JX1207
 JX1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD545372(NAD 83)
 JX1207_MARKER: DB = BENCH MARK DISK
 JX1207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1207_SP_SET: BRIDGE
 JX1207_STAMPING: H 6 1933
 JX1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1207
 JX1207  HISTORY     - Date     Condition        Report By
 JX1207  HISTORY     - 1933     MONUMENTED       CGS
 JX1207  HISTORY     - 1956     GOOD             NGS
 JX1207  HISTORY     - 1963     GOOD             NGS
 JX1207
 JX1207                          STATION DESCRIPTION
 JX1207
 JX1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1207'0.7 MI SE FROM MINERAL WELLS.
 JX1207'0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 21 FROM THE POST OFFICE
 JX1207'AT MINERAL WELLS, ABOUT 0.15 MILE NORTHEAST OF JUNCTION OF
 JX1207'HIGHWAY 21 AND STATE HIGHWAY 14, ABOUT 200 YARDS NORTHEAST OF
 JX1207'HIGHWAY 21 BRIDGE OVER TYGART CREEK, AT REMAINS OF OLD HIGHWAY
 JX1207'14 BRIDGE OVER TYGART CREEK, 287 FEET EAST-SOUTHEAST OF CENTER
 JX1207'LINE OF HIGHWAY 21, ABOUT 60 YARDS NORTHWEST OF CENTER LINE OF
 JX1207'HIGHWAY 14, IN THE TOP OF THE SOUTHWEST END OF BRIDGE SEAT OF
 JX1207'THE NORTHWEST STONE MASONRY ABUTMENT OF OLD BRIDGE (ONLY
 JX1207'ABUTMENTS REMAIN), 6 INCHES NORTHEAST OF SOUTHWEST EDGE OF BRIDGE
 JX1207'SEAT, 2 FEET NORTHWEST OF SOUTH CORNER OF BRIDGE SEAT AND ABOUT
 JX1207'1 1/2 FEET BELOW OLD PAVEMENT OF OLD HIGHWAY.
 JX1207
 JX1207                          STATION RECOVERY (1963)
 JX1207
 JX1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1167 ***********************************************************************
 HW1167  DESIGNATION -  H 60 1921
 HW1167  PID         -  HW1167
 HW1167  STATE/COUNTY-  WV/HARDY
 HW1167  USGS QUAD   -  LOST CITY (1994)
 HW1167
 HW1167                         *CURRENT SURVEY CONTROL
 HW1167  ___________________________________________________________________
 HW1167* NAD 83(1986)-  38 55 50.     (N)    078 50 01.     (W)     SCALED    
 HW1167* NAVD 88     -       452.098  (meters)    1483.26   (feet)  ADJUSTED  
 HW1167  ___________________________________________________________________
 HW1167  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HW1167  DYNAMIC HT  -         451.785 (meters)    1482.23  (feet)  COMP
 HW1167  MODELED GRAV-     979,921.7   (mgal)                       NAVD 88
 HW1167
 HW1167  VERT ORDER  -  SECOND    CLASS 0
 HW1167
 HW1167.The horizontal coordinates were scaled from a topographic map and have
 HW1167.an estimated accuracy of +/- 6 seconds.
 HW1167
 HW1167.The orthometric height was determined by differential leveling
 HW1167.and adjusted by the National Geodetic Survey in June 1991..
 HW1167
 HW1167.The geoid height was determined by GEOID03.
 HW1167
 HW1167.The dynamic height is computed by dividing the NAVD 88
 HW1167.geopotential number by the normal gravity value computed on the
 HW1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1167.degrees latitude (g = 980.6199 gals.).
 HW1167
 HW1167.The modeled gravity was interpolated from observed gravity values.
 HW1167
 HW1167;                    North         East    Units  Estimated Accuracy
 HW1167;SPC WV N     -    48,010.      657,780.      MT  (+/- 180 meters Scaled)
 HW1167
 HW1167                          SUPERSEDED SURVEY CONTROL
 HW1167
 HW1167  NGVD 29 (??/??/92)  452.240  (m)         1483.72   (f) ADJ UNCH    2 0
 HW1167
 HW1167.Superseded values are not recommended for survey control.
 HW1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1167.See file dsdata.txt to determine how the superseded data were derived.
 HW1167
 HW1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD877113(NAD 83)
 HW1167_MARKER: DD = SURVEY DISK
 HW1167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1167_SP_SET: BUILDING
 HW1167_STAMPING: H 60 1921
 HW1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1167
 HW1167  HISTORY     - Date     Condition        Report By
 HW1167  HISTORY     - 1921     MONUMENTED       USGS
 HW1167  HISTORY     - 1962     GOOD             NGS
 HW1167
 HW1167                          STATION DESCRIPTION
 HW1167
 HW1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1167'AT LOST CITY.
 HW1167'AT LOST CITY, HARDY COUNTY, ON FORMER STATE HIGHWAY 58, AT
 HW1167'THE SOUTHEAST CORNER OF THE H.R. HISHMAN STORE AND SERVICE
 HW1167'STATION, IN THE FOUNDATION, AND 40 FEET WEST OF THE CENTERLINE
 HW1167'OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HW1167'DISK, STAMPED H 60 1921.  THE PROPERTY OWNER HAS CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1168 ***********************************************************************
 HW1168  DESIGNATION -  H 60 1935
 HW1168  PID         -  HW1168
 HW1168  STATE/COUNTY-  WV/HARDY
 HW1168  USGS QUAD   -  LOST CITY (1994)
 HW1168
 HW1168                         *CURRENT SURVEY CONTROL
 HW1168  ___________________________________________________________________
 HW1168* NAD 83(1986)-  38 56 53.     (N)    078 48 33.     (W)     SCALED    
 HW1168* NAVD 88     -       433.381  (meters)    1421.85   (feet)  ADJUSTED  
 HW1168  ___________________________________________________________________
 HW1168  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HW1168  DYNAMIC HT  -         433.075 (meters)    1420.85  (feet)  COMP
 HW1168  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 HW1168
 HW1168  VERT ORDER  -  SECOND    CLASS 0
 HW1168
 HW1168.The horizontal coordinates were scaled from a topographic map and have
 HW1168.an estimated accuracy of +/- 6 seconds.
 HW1168
 HW1168.The orthometric height was determined by differential leveling
 HW1168.and adjusted by the National Geodetic Survey in June 1991..
 HW1168
 HW1168.The geoid height was determined by GEOID03.
 HW1168
 HW1168.The dynamic height is computed by dividing the NAVD 88
 HW1168.geopotential number by the normal gravity value computed on the
 HW1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1168.degrees latitude (g = 980.6199 gals.).
 HW1168
 HW1168.The modeled gravity was interpolated from observed gravity values.
 HW1168
 HW1168;                    North         East    Units  Estimated Accuracy
 HW1168;SPC WV N     -    49,970.      659,890.      MT  (+/- 180 meters Scaled)
 HW1168
 HW1168                          SUPERSEDED SURVEY CONTROL
 HW1168
 HW1168  NGVD 29 (??/??/92)  433.517  (m)         1422.30   (f) ADJ UNCH    2 0
 HW1168
 HW1168.Superseded values are not recommended for survey control.
 HW1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1168.See file dsdata.txt to determine how the superseded data were derived.
 HW1168
 HW1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD898132(NAD 83)
 HW1168_MARKER: DB = BENCH MARK DISK
 HW1168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1168_SP_SET: CULVERT
 HW1168_STAMPING: H 60 1935
 HW1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1168
 HW1168  HISTORY     - Date     Condition        Report By
 HW1168  HISTORY     - 1935     MONUMENTED       CGS
 HW1168  HISTORY     - 1962     GOOD             NGS
 HW1168
 HW1168                          STATION DESCRIPTION
 HW1168
 HW1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1168'1.9 MI N FROM LOST CITY.
 HW1168'1.9 MILES NORTH ALONG FORMER STATE HIGHWAY 58 FROM THE HISHMAN
 HW1168'STORE AT LOST CITY, HARDY COUNTY, AT THE JUNCTION OF A ROAD
 HW1168'LEADING WEST TO THE HOUSE OF U.S. FIRE WARDEN SAMUEL STRAWDERMAN,
 HW1168'120 FEET NORTH OF THE CENTERLINE OF THE ROAD, AT A LARGE CONCRETE
 HW1168'CULVERT, AND IN THE TOP OF THE SOUTHEAST ABUTMENT.  A STANDARD
 HW1168'DISK, STAMPED H 60 1935.  IT IS NO LONGER THE HOME OF A U.S. FIRE
 HW1168'WARDEN AND THE MARK IS 20 FEET EAST OF THE APPROXIMATE CENTER
 HW1168'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1517 ***********************************************************************
 HW1517  DESIGNATION -  H 61 RESET 1972
 HW1517  PID         -  HW1517
 HW1517  STATE/COUNTY-  WV/PENDLETON
 HW1517  USGS QUAD   -  BRANDYWINE (1979)
 HW1517
 HW1517                         *CURRENT SURVEY CONTROL
 HW1517  ___________________________________________________________________
 HW1517* NAD 83(1986)-  38 37 20.     (N)    079 14 11.     (W)     SCALED    
 HW1517* NAVD 88     -       495.05   (+/-2cm)    1624.2    (feet)  VERTCON   
 HW1517  ___________________________________________________________________
 HW1517  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HW1517
 HW1517  VERT ORDER  -  THIRD (See Below)
 HW1517
 HW1517.The horizontal coordinates were scaled from a topographic map and have
 HW1517.an estimated accuracy of +/- 6 seconds.
 HW1517
 HW1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1517.The vertical order pertains to the NGVD 29 superseded value.
 HW1517
 HW1517.The geoid height was determined by GEOID03.
 HW1517
 HW1517;                    North         East    Units  Estimated Accuracy
 HW1517;SPC WV S     -   181,510.      753,570.      MT  (+/- 180 meters Scaled)
 HW1517
 HW1517                          SUPERSEDED SURVEY CONTROL
 HW1517
 HW1517  NGVD 29 (09/25/03)  495.17   (m)         1624.6    (f) RESET       3  
 HW1517
 HW1517.Superseded values are not recommended for survey control.
 HW1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1517.See file dsdata.txt to determine how the superseded data were derived.
 HW1517
 HW1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC535763(NAD 83)
 HW1517_MARKER: DB = BENCH MARK DISK
 HW1517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1517_SP_SET: CULVERT
 HW1517_STAMPING: H 61 RESET 1972
 HW1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1517
 HW1517  HISTORY     - Date     Condition        Report By
 HW1517  HISTORY     - 1972     MONUMENTED       NGS
 HW1517
 HW1517                          STATION DESCRIPTION
 HW1517
 HW1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HW1517'AT BRANDYWINE.
 HW1517'AT THE EAST EDGE OF BRANDYWINE ON U.S. HIGHWAY 33, 0.5 MILE EAST
 HW1517'OF THE MAIN CROSSROAD IN BRANDYWINE, AT A LARGE BOX CULVERT WHERE
 HW1517'U.S. HIGHWAY 33 CROSSES OVER HAWES RUN.  IT IS A C AND GS BM
 HW1517'DISK CEMENTED IN A BOX CULVERT, 24 FEET SOUTHWEST OF CENTERLINE
 HW1517'OF HIGHWAY, 1.5 FEET NORTH OF A JOG IN CULVERT, AND 2.0 FEET
 HW1517'NORTHWEST WHERE THE WINGWALL OF CULVERT STARTS SLOPE TO SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0953 ***********************************************************************
 HX0953  DESIGNATION -  H 7
 HX0953  PID         -  HX0953
 HX0953  STATE/COUNTY-  WV/GREENBRIER
 HX0953  USGS QUAD   -  TROUT (1995)
 HX0953
 HX0953                         *CURRENT SURVEY CONTROL
 HX0953  ___________________________________________________________________
 HX0953* NAD 83(1986)-  38 00 52.     (N)    080 26 21.     (W)     SCALED    
 HX0953* NAVD 88     -       716.873  (meters)    2351.94   (feet)  ADJUSTED  
 HX0953  ___________________________________________________________________
 HX0953  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX0953  DYNAMIC HT  -         716.286 (meters)    2350.01  (feet)  COMP
 HX0953  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 HX0953
 HX0953  VERT ORDER  -  SECOND    CLASS 0
 HX0953
 HX0953.The horizontal coordinates were scaled from a topographic map and have
 HX0953.an estimated accuracy of +/- 6 seconds.
 HX0953
 HX0953.The orthometric height was determined by differential leveling
 HX0953.and adjusted by the National Geodetic Survey in June 1991..
 HX0953
 HX0953.The geoid height was determined by GEOID03.
 HX0953
 HX0953.The dynamic height is computed by dividing the NAVD 88
 HX0953.geopotential number by the normal gravity value computed on the
 HX0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0953.degrees latitude (g = 980.6199 gals.).
 HX0953
 HX0953.The modeled gravity was interpolated from observed gravity values.
 HX0953
 HX0953;                    North         East    Units  Estimated Accuracy
 HX0953;SPC WV S     -   112,740.      649,250.      MT  (+/- 180 meters Scaled)
 HX0953
 HX0953                          SUPERSEDED SURVEY CONTROL
 HX0953
 HX0953  NGVD 29 (??/??/92)  717.015  (m)         2352.41   (f) ADJ UNCH    2 0
 HX0953
 HX0953.Superseded values are not recommended for survey control.
 HX0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0953.See file dsdata.txt to determine how the superseded data were derived.
 HX0953
 HX0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC492075(NAD 83)
 HX0953_MARKER: DD = SURVEY DISK
 HX0953_SETTING: 80 = SET IN A BOULDER
 HX0953_SP_SET: BOULDER
 HX0953_STAMPING: W VA 2352
 HX0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0953+STABILITY: SURFACE MOTION
 HX0953
 HX0953  HISTORY     - Date     Condition        Report By
 HX0953  HISTORY     - UNK      MONUMENTED       USGS
 HX0953  HISTORY     - 1961     GOOD             NGS
 HX0953
 HX0953                          STATION DESCRIPTION
 HX0953
 HX0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX0953'AT FRIARS HILL.
 HX0953'AT FRIARS HILL, AT THE WEST CORNER OF AN INTERSECTION, 28 YARDS
 HX0953'SOUTHWEST AND ACROSS ROADS FROM THE SOUTHWEST CORNER OF THE
 HX0953'FRIARS HILL POST OFFICE BUILDING, SET IN THE TOP OF A 1-BY
 HX0953'1 1/2-FOOT ROCK THAT WAS SET IN PLACE BY THE USGS, 18 FEET
 HX0953'SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING WEST, 22 FEET
 HX0953'NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING SOUTHWEST, ABOUT
 HX0953'LEVEL WITH THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE ROAD
 HX0953'LEADING NORTHWEST.  NOTE-- THE DISK IS BATTERED BUT IS SOLID
 HX0953'IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1729 ***********************************************************************
 HX1729  DESIGNATION -  H 7
 HX1729  PID         -  HX1729
 HX1729  STATE/COUNTY-  WV/ROANE
 HX1729  USGS QUAD   -  WALTON (1976)
 HX1729
 HX1729                         *CURRENT SURVEY CONTROL
 HX1729  ___________________________________________________________________
 HX1729* NAD 83(1986)-  38 38 46.     (N)    081 23 32.     (W)     SCALED    
 HX1729* NAVD 88     -       218.163  (meters)     715.76   (feet)  ADJUSTED  
 HX1729  ___________________________________________________________________
 HX1729  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HX1729  DYNAMIC HT  -         218.015 (meters)     715.27  (feet)  COMP
 HX1729  MODELED GRAV-     979,949.4   (mgal)                       NAVD 88
 HX1729
 HX1729  VERT ORDER  -  SECOND    CLASS 0
 HX1729
 HX1729.The horizontal coordinates were scaled from a topographic map and have
 HX1729.an estimated accuracy of +/- 6 seconds.
 HX1729
 HX1729.The orthometric height was determined by differential leveling
 HX1729.and adjusted by the National Geodetic Survey in June 1991..
 HX1729
 HX1729.The geoid height was determined by GEOID03.
 HX1729
 HX1729.The dynamic height is computed by dividing the NAVD 88
 HX1729.geopotential number by the normal gravity value computed on the
 HX1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1729.degrees latitude (g = 980.6199 gals.).
 HX1729
 HX1729.The modeled gravity was interpolated from observed gravity values.
 HX1729
 HX1729;                    North         East    Units  Estimated Accuracy
 HX1729;SPC WV S     -   182,780.      565,860.      MT  (+/- 180 meters Scaled)
 HX1729
 HX1729                          SUPERSEDED SURVEY CONTROL
 HX1729
 HX1729  NGVD 29 (??/??/92)  218.332  (m)          716.31   (f) ADJ UNCH    2 0
 HX1729
 HX1729.Superseded values are not recommended for survey control.
 HX1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1729.See file dsdata.txt to determine how the superseded data were derived.
 HX1729
 HX1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC658775(NAD 83)
 HX1729_MARKER: DB = BENCH MARK DISK
 HX1729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1729_SP_SET: CULVERT
 HX1729_STAMPING: H 7 1933
 HX1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1729
 HX1729  HISTORY     - Date     Condition        Report By
 HX1729  HISTORY     - 1933     MONUMENTED       CGS
 HX1729  HISTORY     - 1935     GOOD             NGS
 HX1729
 HX1729                          STATION DESCRIPTION
 HX1729
 HX1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX1729'1 MI N FROM WALTON.
 HX1729'1 MILE NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 HX1729'WALTON, 14 YARDS NORTHEAST OF A SMALL SPRING CUT IN A ROCK, 10
 HX1729'YARDS EAST OF A 3-FOOT WHITE OAK TREE, AT A CONCRETE CULVERT,
 HX1729'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL, 6
 HX1729'YARDS SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 HX1729'THE HIGHWAY.  A STANDARD DISK, STAMPED H 7 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1429 ***********************************************************************
 HW1429  DESIGNATION -  H 72
 HW1429  PID         -  HW1429
 HW1429  STATE/COUNTY-  WV/PENDLETON
 HW1429  USGS QUAD   -  FRANKLIN (1995)
 HW1429
 HW1429                         *CURRENT SURVEY CONTROL
 HW1429  ___________________________________________________________________
 HW1429* NAD 83(1986)-  38 42 54.     (N)    079 18 27.     (W)     SCALED    
 HW1429* NAVD 88     -       467.364  (meters)    1533.34   (feet)  ADJUSTED  
 HW1429  ___________________________________________________________________
 HW1429  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HW1429  DYNAMIC HT  -         467.031 (meters)    1532.25  (feet)  COMP
 HW1429  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 HW1429
 HW1429  VERT ORDER  -  SECOND    CLASS 0
 HW1429
 HW1429.The horizontal coordinates were scaled from a topographic map and have
 HW1429.an estimated accuracy of +/- 6 seconds.
 HW1429
 HW1429.The orthometric height was determined by differential leveling
 HW1429.and adjusted by the National Geodetic Survey in June 1991..
 HW1429
 HW1429.The geoid height was determined by GEOID03.
 HW1429
 HW1429.The dynamic height is computed by dividing the NAVD 88
 HW1429.geopotential number by the normal gravity value computed on the
 HW1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1429.degrees latitude (g = 980.6199 gals.).
 HW1429
 HW1429.The modeled gravity was interpolated from observed gravity values.
 HW1429
 HW1429;                    North         East    Units  Estimated Accuracy
 HW1429;SPC WV S     -   191,690.      747,190.      MT  (+/- 180 meters Scaled)
 HW1429
 HW1429                          SUPERSEDED SURVEY CONTROL
 HW1429
 HW1429  NGVD 29 (??/??/92)  467.488  (m)         1533.75   (f) ADJ UNCH    2 0
 HW1429
 HW1429.Superseded values are not recommended for survey control.
 HW1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1429.See file dsdata.txt to determine how the superseded data were derived.
 HW1429
 HW1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC471865(NAD 83)
 HW1429_MARKER: DS = TRIANGULATION STATION DISK
 HW1429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1429_SP_SET: CULVERT
 HW1429_STAMPING: H 72 1933
 HW1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1429
 HW1429  HISTORY     - Date     Condition        Report By
 HW1429  HISTORY     - 1933     MONUMENTED       USGS
 HW1429  HISTORY     - 1934     GOOD             NGS
 HW1429  HISTORY     - 1954     MARK NOT FOUND   USGS
 HW1429
 HW1429                          STATION DESCRIPTION
 HW1429
 HW1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1429'6 MI N FROM FRANKLIN.
 HW1429'6 MILES NORTH ALONG U.S. HIGHWAY 220 FROM FRANKLIN, PENDLETON
 HW1429'COUNTY, AT RUDDLE, 75 FEET EAST OF THE POST OFFICE, AT A CONCRETE
 HW1429'CULVERT OVER A SMALL STREAM, IN THE TOP OF THE EAST END OF THE
 HW1429'HEADWALL, 5 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 HW1429'2 YARDS LOWER THAN THE HIGHWAY.  A U.S. GEOLOGICAL SURVEY
 HW1429'STANDARD DISK, STAMPED H 72 1933.
 HW1429
 HW1429                          STATION RECOVERY (1954)
 HW1429
 HW1429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HW1429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0990 ***********************************************************************
 JX0990  DESIGNATION -  H 76
 JX0990  PID         -  JX0990
 JX0990  STATE/COUNTY-  WV/WIRT
 JX0990  USGS QUAD   -  KANAWHA (1989)
 JX0990
 JX0990                         *CURRENT SURVEY CONTROL
 JX0990  ___________________________________________________________________
 JX0990* NAD 83(1986)-  39 07 30.     (N)    081 25 58.     (W)     SCALED    
 JX0990* NAVD 88     -       199.684  (meters)     655.13   (feet)  ADJUSTED  
 JX0990  ___________________________________________________________________
 JX0990  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JX0990  DYNAMIC HT  -         199.558 (meters)     654.72  (feet)  COMP
 JX0990  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JX0990
 JX0990  VERT ORDER  -  SECOND    CLASS 0
 JX0990
 JX0990.The horizontal coordinates were scaled from a topographic map and have
 JX0990.an estimated accuracy of +/- 6 seconds.
 JX0990
 JX0990.The orthometric height was determined by differential leveling
 JX0990.and adjusted by the National Geodetic Survey in June 1991..
 JX0990
 JX0990.The geoid height was determined by GEOID03.
 JX0990
 JX0990.The dynamic height is computed by dividing the NAVD 88
 JX0990.geopotential number by the normal gravity value computed on the
 JX0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0990.degrees latitude (g = 980.6199 gals.).
 JX0990
 JX0990.The modeled gravity was interpolated from observed gravity values.
 JX0990
 JX0990;                    North         East    Units  Estimated Accuracy
 JX0990;SPC WV N     -    71,180.      432,880.      MT  (+/- 180 meters Scaled)
 JX0990
 JX0990                          SUPERSEDED SURVEY CONTROL
 JX0990
 JX0990  NGVD 29 (??/??/92)  199.864  (m)          655.72   (f) ADJ UNCH    2 0
 JX0990
 JX0990.Superseded values are not recommended for survey control.
 JX0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0990.See file dsdata.txt to determine how the superseded data were derived.
 JX0990
 JX0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD625307(NAD 83)
 JX0990_MARKER: DB = BENCH MARK DISK
 JX0990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0990_SP_SET: CULVERT
 JX0990_STAMPING: H 76 1941
 JX0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0990
 JX0990  HISTORY     - Date     Condition        Report By
 JX0990  HISTORY     - 1941     MONUMENTED       CGS
 JX0990
 JX0990                          STATION DESCRIPTION
 JX0990
 JX0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JX0990'1.2 MI S FROM SLATE.
 JX0990'IN WIRT COUNTY, 1.2 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE
 JX0990'POST OFFICE AT SLATE, WOOD COUNTY, 0.1 MILE EAST OF A BARN, AT
 JX0990'A CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 JX0990'HEADWALL, 13.2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 JX0990'1.3 FEET WEST OF A WHITE WOODEN POST STENCILED USBM.  A STANDARD
 JX0990'DISK, STAMPED H 76 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0721 ***********************************************************************
 JW0721  DESIGNATION -  H 77
 JW0721  PID         -  JW0721
 JW0721  STATE/COUNTY-  WV/GRANT
 JW0721  USGS QUAD   -  GREENLAND GAP (1981)
 JW0721
 JW0721                         *CURRENT SURVEY CONTROL
 JW0721  ___________________________________________________________________
 JW0721* NAD 83(1986)-  39 13 09.     (N)    079 12 41.     (W)     SCALED    
 JW0721* NAVD 88     -       899.919  (meters)    2952.48   (feet)  ADJUSTED  
 JW0721  ___________________________________________________________________
 JW0721  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JW0721  DYNAMIC HT  -         899.263 (meters)    2950.33  (feet)  COMP
 JW0721  MODELED GRAV-     979,866.3   (mgal)                       NAVD 88
 JW0721
 JW0721  VERT ORDER  -  SECOND    CLASS 0
 JW0721
 JW0721.The horizontal coordinates were scaled from a topographic map and have
 JW0721.an estimated accuracy of +/- 6 seconds.
 JW0721
 JW0721.The orthometric height was determined by differential leveling
 JW0721.and adjusted by the National Geodetic Survey in June 1991..
 JW0721
 JW0721.The geoid height was determined by GEOID03.
 JW0721
 JW0721.The dynamic height is computed by dividing the NAVD 88
 JW0721.geopotential number by the normal gravity value computed on the
 JW0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0721.degrees latitude (g = 980.6199 gals.).
 JW0721
 JW0721.The modeled gravity was interpolated from observed gravity values.
 JW0721
 JW0721;                    North         East    Units  Estimated Accuracy
 JW0721;SPC WV N     -    79,880.      624,920.      MT  (+/- 180 meters Scaled)
 JW0721
 JW0721                          SUPERSEDED SURVEY CONTROL
 JW0721
 JW0721  NGVD 29 (??/??/92)  900.032  (m)         2952.86   (f) ADJ UNCH    2 0
 JW0721
 JW0721.Superseded values are not recommended for survey control.
 JW0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0721.See file dsdata.txt to determine how the superseded data were derived.
 JW0721
 JW0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD544426(NAD 83)
 JW0721_MARKER: DB = BENCH MARK DISK
 JW0721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0721_SP_SET: CULVERT
 JW0721_STAMPING: H 77 1941
 JW0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0721
 JW0721  HISTORY     - Date     Condition        Report By
 JW0721  HISTORY     - 1941     MONUMENTED       CGS
 JW0721  HISTORY     - 1954     GOOD             NGS
 JW0721
 JW0721                          STATION DESCRIPTION
 JW0721
 JW0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0721'4.3 MI SE FROM MOUNT STORM.
 JW0721'ABOUT 4.3 MILES SOUTHEAST ALONG STATE HIGHWAY FROM THE JUNCTION
 JW0721'WITH U.S. HIGHWAY 50 AT MOUNT STORM, GRANT COUNTY, OPPOSITE A
 JW0721'GULF OIL CORPORATION SERVICE STATION AND A LARGE SCALE, 16.5 FEET
 JW0721'EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A CONCRETE
 JW0721'CULVERT, AND 7.5 FEET SOUTH OF A WHITE WOODEN POST STENCILED
 JW0721'U.S.B.M.  A STANDARD DISK, STAMPED H 77 1941.
 JW0721
 JW0721                          STATION RECOVERY (1954)
 JW0721
 JW0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1456 ***********************************************************************
 HW1456  DESIGNATION -  H 78
 HW1456  PID         -  HW1456
 HW1456  STATE/COUNTY-  WV/PENDLETON
 HW1456  USGS QUAD   -  MOATSTOWN (1981)
 HW1456
 HW1456                         *CURRENT SURVEY CONTROL
 HW1456  ___________________________________________________________________
 HW1456* NAD 83(1986)-  38 32 33.     (N)    079 26 50.     (W)     SCALED    
 HW1456* NAVD 88     -       630.839  (meters)    2069.68   (feet)  ADJUSTED  
 HW1456  ___________________________________________________________________
 HW1456  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HW1456  DYNAMIC HT  -         630.350 (meters)    2068.07  (feet)  COMP
 HW1456  MODELED GRAV-     979,832.4   (mgal)                       NAVD 88
 HW1456
 HW1456  VERT ORDER  -  SECOND    CLASS 0
 HW1456
 HW1456.The horizontal coordinates were scaled from a topographic map and have
 HW1456.an estimated accuracy of +/- 6 seconds.
 HW1456
 HW1456.The orthometric height was determined by differential leveling
 HW1456.and adjusted by the National Geodetic Survey in June 1991..
 HW1456
 HW1456.The geoid height was determined by GEOID03.
 HW1456
 HW1456.The dynamic height is computed by dividing the NAVD 88
 HW1456.geopotential number by the normal gravity value computed on the
 HW1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1456.degrees latitude (g = 980.6199 gals.).
 HW1456
 HW1456.The modeled gravity was interpolated from observed gravity values.
 HW1456
 HW1456;                    North         East    Units  Estimated Accuracy
 HW1456;SPC WV S     -   172,340.      735,360.      MT  (+/- 180 meters Scaled)
 HW1456
 HW1456                          SUPERSEDED SURVEY CONTROL
 HW1456
 HW1456  NGVD 29 (??/??/92)  630.928  (m)         2069.97   (f) ADJ UNCH    2 0
 HW1456
 HW1456.Superseded values are not recommended for survey control.
 HW1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1456.See file dsdata.txt to determine how the superseded data were derived.
 HW1456
 HW1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC353671(NAD 83)
 HW1456_MARKER: DB = BENCH MARK DISK
 HW1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1456_STAMPING: H 78 1921
 HW1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1456+STABILITY: SURFACE MOTION
 HW1456
 HW1456  HISTORY     - Date     Condition        Report By
 HW1456  HISTORY     - 1921     MONUMENTED       USGS
 HW1456  HISTORY     - 1934     GOOD             NGS
 HW1456
 HW1456                          STATION DESCRIPTION
 HW1456
 HW1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1456'AT CAVE.
 HW1456'AT CAVE, PENDLETON COUNTY, ON U.S. HIGHWAY 220 AT THE POST
 HW1456'OFFICE, 46-1/2 FEET SOUTHEAST OF THE SOUTHWEST CORNER, 29 FEET
 HW1456'SOUTHEAST OF THE SOUTHEAST CORNER, 34 FEET SOUTHWEST OF THE
 HW1456'SOUTHWEST CORNER OF A CONCRETE CULVERT IN FRONT OF THE POST
 HW1456'OFFICE, 45 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL SHED,
 HW1456'11 FEET EAST OF THE LINE OF A WIRE FENCE, 22-1/2 FEET NORTHWEST
 HW1456'OF THE CENTERLINE OF THE HIGHWAY, LEVEL WITH THE HIGHWAY, AND
 HW1456'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3614 ***********************************************************************
 JV3614  DESIGNATION -  H 78
 JV3614  PID         -  JV3614
 JV3614  STATE/COUNTY-  WV/JEFFERSON
 JV3614  USGS QUAD   -  CHARLES TOWN (1988)
 JV3614
 JV3614                         *CURRENT SURVEY CONTROL
 JV3614  ___________________________________________________________________
 JV3614* NAD 83(1986)-  39 17 19.     (N)    077 51 37.     (W)     SCALED    
 JV3614* NAVD 88     -       157.447  (meters)     516.56   (feet)  ADJUSTED  
 JV3614  ___________________________________________________________________
 JV3614  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JV3614  DYNAMIC HT  -         157.353 (meters)     516.25  (feet)  COMP
 JV3614  MODELED GRAV-     980,025.5   (mgal)                       NAVD 88
 JV3614
 JV3614  VERT ORDER  -  FIRST     CLASS II
 JV3614
 JV3614.The horizontal coordinates were scaled from a topographic map and have
 JV3614.an estimated accuracy of +/- 6 seconds.
 JV3614
 JV3614.The orthometric height was determined by differential leveling
 JV3614.and adjusted by the National Geodetic Survey in June 1991..
 JV3614
 JV3614.The geoid height was determined by GEOID03.
 JV3614
 JV3614.The dynamic height is computed by dividing the NAVD 88
 JV3614.geopotential number by the normal gravity value computed on the
 JV3614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3614.degrees latitude (g = 980.6199 gals.).
 JV3614
 JV3614.The modeled gravity was interpolated from observed gravity values.
 JV3614
 JV3614;                    North         East    Units  Estimated Accuracy
 JV3614;SPC WV N     -    88,840.      741,450.      MT  (+/- 180 meters Scaled)
 JV3614
 JV3614                          SUPERSEDED SURVEY CONTROL
 JV3614
 JV3614  NGVD 29 (??/??/??)  157.619  (m)          517.12   (f) ADJUSTED    1 2
 JV3614
 JV3614.Superseded values are not recommended for survey control.
 JV3614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3614.See file dsdata.txt to determine how the superseded data were derived.
 JV3614
 JV3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ533527(NAD 83)
 JV3614_MARKER: DB = BENCH MARK DISK
 JV3614_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JV3614_STAMPING: H-78 1942
 JV3614_MARK LOGO: CGS   
 JV3614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3614+STABILITY: POSITION/ELEVATION WELL
 JV3614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV3614+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2003
 JV3614
 JV3614  HISTORY     - Date     Condition        Report By
 JV3614  HISTORY     - 1942     MONUMENTED       CGS
 JV3614  HISTORY     - 1983     GOOD             NGS
 JV3614  HISTORY     - 20031212 GOOD             GEOCAC
 JV3614
 JV3614                          STATION DESCRIPTION
 JV3614
 JV3614'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3614'AT CHARLES TOWN.
 JV3614'AT CHARLES TOWN, SET IN THE WEST FACE OF THE CHARLES TOWN BANK,
 JV3614'9 FEET EAST OF THE EAST CURB OF SOUTH GEORGE STREET OR STATE
 JV3614'HIGHWAY NO. 9, 5 FEET ABOVE SIDE-WALK LEVEL, IN ABOUT THE CENTER
 JV3614'AND BELOW THE FIRST WINDOW SOUTH OF THE MAIN ENTRANCE.  A STANDARD
 JV3614'DISK SET VERTICALLY.
 JV3614
 JV3614                          STATION RECOVERY (1983)
 JV3614
 JV3614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV3614'RECOVERED IN GOOD CONDITION.
 JV3614
 JV3614                          STATION RECOVERY (2003)
 JV3614
 JV3614'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 JV3614'STATION DISK IS LOCATED AT THE CHARLES TOWN CITY HALL, FORMERLY
 JV3614'CHARLES TOWN BANK. THE DISK IS ON THE GEORGE STREET SIDE OF THE
 JV3614'BUILDING, WHICH IS AT THE CORNER OF WASHINGTON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1454 ***********************************************************************
 HW1454  CBN         -  This is a Cooperative Base Network Control Station.
 HW1454  DESIGNATION -  H 79
 HW1454  PID         -  HW1454
 HW1454  STATE/COUNTY-  WV/PENDLETON
 HW1454  USGS QUAD   -  MOATSTOWN (1981)
 HW1454
 HW1454                         *CURRENT SURVEY CONTROL
 HW1454  ___________________________________________________________________
 HW1454* NAD 83(1995)-  38 31 10.24402(N)    079 28 19.81227(W)     ADJUSTED  
 HW1454* NAVD 88     -       676.630  (meters)    2219.91   (feet)  ADJUSTED  
 HW1454  ___________________________________________________________________
 HW1454  X           -     913,058.614 (meters)                     COMP
 HW1454  Y           -  -4,913,104.012 (meters)                     COMP
 HW1454  Z           -   3,951,126.443 (meters)                     COMP
 HW1454  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 HW1454  ELLIP HEIGHT-         645.76  (meters)          (04/23/01) GPS OBS
 HW1454  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HW1454  DYNAMIC HT  -         676.093 (meters)    2218.15  (feet)  COMP
 HW1454  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 HW1454
 HW1454  HORZ ORDER  -  A
 HW1454  VERT ORDER  -  SECOND    CLASS 0
 HW1454  ELLP ORDER  -  FOURTH    CLASS I
 HW1454
 HW1454.The horizontal coordinates were established by GPS observations
 HW1454.and adjusted by the National Geodetic Survey in April 2001..
 HW1454
 HW1454.The orthometric height was determined by differential leveling
 HW1454.and adjusted by the National Geodetic Survey in June 1991..
 HW1454
 HW1454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW1454
 HW1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW1454
 HW1454.The ellipsoidal height was determined by GPS observations
 HW1454.and is referenced to NAD 83.
 HW1454
 HW1454.The geoid height was determined by GEOID03.
 HW1454
 HW1454.The dynamic height is computed by dividing the NAVD 88
 HW1454.geopotential number by the normal gravity value computed on the
 HW1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1454.degrees latitude (g = 980.6199 gals.).
 HW1454
 HW1454.The modeled gravity was interpolated from observed gravity values.
 HW1454
 HW1454;                    North         East     Units Scale Factor Converg.
 HW1454;SPC WV S     -   169,748.715   733,227.203   MT  0.99994273   +0 56 40.2
 HW1454;UTM  17      - 4,264,564.629   633,191.151   MT  0.99981846   +0 57 05.9
 HW1454
 HW1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW1454!SPC WV S     -   0.99989869  x   0.99994273  =   0.99984142
 HW1454!UTM  17      -   0.99989869  x   0.99981846  =   0.99971717
 HW1454
 HW1454                          SUPERSEDED SURVEY CONTROL
 HW1454
 HW1454  NAVD 88 (04/23/01)  676.63   (m)         2219.9    (f) LEVELING    3  
 HW1454  NGVD 29 (??/??/92)  676.709  (m)         2220.17   (f) ADJ UNCH    2 0
 HW1454
 HW1454.Superseded values are not recommended for survey control.
 HW1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1454.See file dsdata.txt to determine how the superseded data were derived.
 HW1454
 HW1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC3319164565(NAD 83)
 HW1454_MARKER: DB = BENCH MARK DISK
 HW1454_SETTING: 80 = SET IN A BOULDER
 HW1454_STAMPING: H 79 1921
 HW1454_MARK LOGO: USGS  
 HW1454_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1454+STABILITY: SURFACE MOTION
 HW1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW1454+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2000
 HW1454
 HW1454  HISTORY     - Date     Condition        Report By
 HW1454  HISTORY     - 1921     MONUMENTED       USGS
 HW1454  HISTORY     - 1934     GOOD             NGS
 HW1454  HISTORY     - 20000329 GOOD             WVALS
 HW1454
 HW1454                          STATION DESCRIPTION
 HW1454
 HW1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1454'2.2 MI SW FROM CAVE.
 HW1454'2.2 MILES SOUTHWET ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 HW1454'AT CAVE, PENDLETON COUNTY, AT THE JUNCTION OF THE HIGHWAY AND
 HW1454'A DIRT ROAD LEADING WEST, 158-1/2 FEET NORTHEAST OF THE NORTH
 HW1454'CORNER OF THE HARPER SCHOOLHOUSE, 47-1/2 YARDS WEST OF THE WEST
 HW1454'CORNER OF THE HARPER CHAPEL, 8 YARDS WEST OF THE EAST CORNER OF
 HW1454'THE SCHOOLYARD, 60 FEET NORTHWEST OF THE CENTERLINE OF THE
 HW1454'HIGHWAY, 31 FEET SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 6
 HW1454'FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A BOULDER.
 HW1454
 HW1454                          STATION RECOVERY (2000)
 HW1454
 HW1454'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (JAW)
 HW1454'THE STATION IS LOCATED ABOUT 53 KM (33 MI) WEST OF HARRISON, VA, 19.3
 HW1454'KM (12 MI) SOUTHWEST OF FRANKLIN AND 15.25 KM (9.5 MI) NORTHEAST OF
 HW1454'MONTEREY, VA.
 HW1454'
 HW1454'TO REACH THE STATION FROM THE VIRGINIA/WEST VIRGINIA STATE LINE ON
 HW1454'U.S. HIGHWAY 220 GO NORTHEAST ON HIGHWAY 220 FOR 3.5 KM (2.2 MI) TO
 HW1454'THE JUNCTION OF COUNTY ROUTE 17 (SNOWY MOUNTAIN ROAD) AND THE
 HW1454'STATION IN THE NORTHWEST CORNER.
 HW1454'
 HW1454'THE STATION IS 19.2 M (63 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 HW1454'HIGHWAY 220, 10.0 M (33 FT) NORTH OF THE EASTERNMOST CEDAR IN A LINE
 HW1454'OF CEDAR TREES, 5.8 M (19 FT) WEST-SOUTHWEST OF THE CENTERLINE OF
 HW1454'ROUTE 17 AND 0.9 M (3 FT) ABOVE THE LEVEL OF ROUTE 17, AND 0.6 M (2
 HW1454'FT)
 HW1454'EAST-NORTHEAST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0126 ***********************************************************************
 JX0126  DESIGNATION -  H 79
 JX0126  PID         -  JX0126
 JX0126  STATE/COUNTY-  WV/TAYLOR
 JX0126  USGS QUAD   -  GRAFTON (1976)
 JX0126
 JX0126                         *CURRENT SURVEY CONTROL
 JX0126  ___________________________________________________________________
 JX0126* NAD 83(1986)-  39 15 55.     (N)    080 07 07.     (W)     SCALED    
 JX0126* NAVD 88     -       316.001  (meters)    1036.75   (feet)  ADJUSTED  
 JX0126  ___________________________________________________________________
 JX0126  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JX0126  DYNAMIC HT  -         315.802 (meters)    1036.09  (feet)  COMP
 JX0126  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JX0126
 JX0126  VERT ORDER  -  FIRST     CLASS II
 JX0126
 JX0126.The horizontal coordinates were scaled from a topographic map and have
 JX0126.an estimated accuracy of +/- 6 seconds.
 JX0126
 JX0126.The orthometric height was determined by differential leveling
 JX0126.and adjusted by the National Geodetic Survey in June 1991..
 JX0126
 JX0126.The geoid height was determined by GEOID03.
 JX0126
 JX0126.The dynamic height is computed by dividing the NAVD 88
 JX0126.geopotential number by the normal gravity value computed on the
 JX0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0126.degrees latitude (g = 980.6199 gals.).
 JX0126
 JX0126.The modeled gravity was interpolated from observed gravity values.
 JX0126
 JX0126;                    North         East    Units  Estimated Accuracy
 JX0126;SPC WV N     -    85,140.      546,620.      MT  (+/- 180 meters Scaled)
 JX0126
 JX0126                          SUPERSEDED SURVEY CONTROL
 JX0126
 JX0126  NGVD 29 (??/??/92)  316.187  (m)         1037.36   (f) ADJ UNCH    1 2
 JX0126
 JX0126.Superseded values are not recommended for survey control.
 JX0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0126.See file dsdata.txt to determine how the superseded data were derived.
 JX0126
 JX0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND760465(NAD 83)
 JX0126_MARKER: DB = BENCH MARK DISK
 JX0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0126_SP_SET: WATER TANK
 JX0126_STAMPING: H 79 1943
 JX0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0126
 JX0126  HISTORY     - Date     Condition        Report By
 JX0126  HISTORY     - 1943     MONUMENTED       CGS
 JX0126
 JX0126                          STATION DESCRIPTION
 JX0126
 JX0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0126'0.7 MI E FROM FLEMINGTON.
 JX0126'0.7 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0126'STATION AT FLEMINGTON, TAYLOR COUNTY, AT THE RAILROAD PUMPING
 JX0126'PLANT, 21 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, AT
 JX0126'THE WEST WATER TANK, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 JX0126'CONCRETE BASE OF THE SOUTHWEST LEG, AND 1-1/2 FEET HIGHER THAN
 JX0126'THE TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1685 ***********************************************************************
 HX1685  DESIGNATION -  H 8
 HX1685  PID         -  HX1685
 HX1685  STATE/COUNTY-  WV/CALHOUN
 HX1685  USGS QUAD   -  MILLSTONE (1965)
 HX1685
 HX1685                         *CURRENT SURVEY CONTROL
 HX1685  ___________________________________________________________________
 HX1685* NAD 83(1986)-  38 48 03.     (N)    081 06 03.     (W)     SCALED    
 HX1685* NAVD 88     -       241.381  (meters)     791.93   (feet)  ADJUSTED  
 HX1685  ___________________________________________________________________
 HX1685  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HX1685  DYNAMIC HT  -         241.222 (meters)     791.41  (feet)  COMP
 HX1685  MODELED GRAV-     979,964.8   (mgal)                       NAVD 88
 HX1685
 HX1685  VERT ORDER  -  SECOND    CLASS 0
 HX1685
 HX1685.The horizontal coordinates were scaled from a topographic map and have
 HX1685.an estimated accuracy of +/- 6 seconds.
 HX1685
 HX1685.The orthometric height was determined by differential leveling
 HX1685.and adjusted by the National Geodetic Survey in June 1991..
 HX1685
 HX1685.The geoid height was determined by GEOID03.
 HX1685
 HX1685.The dynamic height is computed by dividing the NAVD 88
 HX1685.geopotential number by the normal gravity value computed on the
 HX1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1685.degrees latitude (g = 980.6199 gals.).
 HX1685
 HX1685.The modeled gravity was interpolated from observed gravity values.
 HX1685
 HX1685;                    North         East    Units  Estimated Accuracy
 HX1685;SPC WV S     -   199,880.      591,240.      MT  (+/- 180 meters Scaled)
 HX1685
 HX1685                          SUPERSEDED SURVEY CONTROL
 HX1685
 HX1685  NGVD 29 (??/??/92)  241.549  (m)          792.48   (f) ADJ UNCH    2 0
 HX1685
 HX1685.Superseded values are not recommended for survey control.
 HX1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1685.See file dsdata.txt to determine how the superseded data were derived.
 HX1685
 HX1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC912946(NAD 83)
 HX1685_MARKER: DB = BENCH MARK DISK
 HX1685_SETTING: 66 = SET IN ROCK OUTCROP
 HX1685_SP_SET: ROCK OUTCROP
 HX1685_STAMPING: H 8 1933
 HX1685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1685+STABILITY: POSITION/ELEVATION WELL
 HX1685
 HX1685  HISTORY     - Date     Condition        Report By
 HX1685  HISTORY     - 1933     MONUMENTED       CGS
 HX1685  HISTORY     - 1935     GOOD             NGS
 HX1685
 HX1685                          STATION DESCRIPTION
 HX1685
 HX1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX1685'0.2 MI W FROM MILLSTONE.
 HX1685'0.2 MILE WEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HX1685'MILLSTONE, CALHOUN COUNTY, 8 YARDS NORTH OF THE NORTH END OF A
 HX1685'CONCRETE CULVERT, 15 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HX1685'7 YARDS EAST OF A 2-FOOT OAK TREE, IN THE TOP OF A LARGE ROCK
 HX1685'OUTCROP, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 HX1685'H 8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0241 ***********************************************************************
 JX0241  DESIGNATION -  H 80
 JX0241  PID         -  JX0241
 JX0241  STATE/COUNTY-  WV/HARRISON
 JX0241  USGS QUAD   -  WOLF SUMMIT (1976)
 JX0241
 JX0241                         *CURRENT SURVEY CONTROL
 JX0241  ___________________________________________________________________
 JX0241* NAD 83(1986)-  39 17 23.     (N)    080 29 24.     (W)     SCALED    
 JX0241* NAVD 88     -       317.420  (meters)    1041.40   (feet)  POSTED    
 JX0241  ___________________________________________________________________
 JX0241  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JX0241  DYNAMIC HT  -         317.220 (meters)    1040.75  (feet)  COMP
 JX0241  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 JX0241
 JX0241  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JX0241
 JX0241.The horizontal coordinates were scaled from a topographic map and have
 JX0241.an estimated accuracy of +/- 6 seconds.
 JX0241
 JX0241.The orthometric height was determined by differential leveling
 JX0241.and adjusted by the National Geodetic Survey in 1992..
 JX0241.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JX0241.rate of 2.1 thru 3.0 mm/km.
 JX0241
 JX0241.The geoid height was determined by GEOID03.
 JX0241
 JX0241.The dynamic height is computed by dividing the NAVD 88
 JX0241.geopotential number by the normal gravity value computed on the
 JX0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0241.degrees latitude (g = 980.6199 gals.).
 JX0241
 JX0241.The modeled gravity was interpolated from observed gravity values.
 JX0241
 JX0241;                    North         East    Units  Estimated Accuracy
 JX0241;SPC WV N     -    88,140.      514,600.      MT  (+/- 180 meters Scaled)
 JX0241
 JX0241                          SUPERSEDED SURVEY CONTROL
 JX0241
 JX0241  NGVD 29 (??/??/92)  317.585  (m)         1041.94   (f) ADJ UNCH    1 2
 JX0241
 JX0241.Superseded values are not recommended for survey control.
 JX0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0241.See file dsdata.txt to determine how the superseded data were derived.
 JX0241
 JX0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND439490(NAD 83)
 JX0241_MARKER: DB = BENCH MARK DISK
 JX0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0241_SP_SET: BRIDGE
 JX0241_STAMPING: H 80 1943
 JX0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0241
 JX0241  HISTORY     - Date     Condition        Report By
 JX0241  HISTORY     - 1943     MONUMENTED       CGS
 JX0241  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0241
 JX0241                          STATION DESCRIPTION
 JX0241
 JX0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0241'2 MI W FROM WOLF SUMMIT.
 JX0241'2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0241'STATION AT WOLF SUMMIT, HARRISON COUNTY, AT A BRIDGE OVER A
 JX0241'COUNTY ROAD, IN THE TOP OF THE SOUTH WALL DIRECTLY ABOVE THE
 JX0241'EAST ABUTMENT, 8 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 JX0241'1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK.
 JX0241
 JX0241                          STATION RECOVERY (1983)
 JX0241
 JX0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0241'SEARCHED FOR BUT NOT RECOVERED, A RAILROAD TIE HAS BEEN PLACED OVER
 JX0241'THE TOP OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0271 ***********************************************************************
 JX0271  DESIGNATION -  H 81
 JX0271  PID         -  JX0271
 JX0271  STATE/COUNTY-  WV/DODDRIDGE
 JX0271  USGS QUAD   -  WEST UNION (1987)
 JX0271
 JX0271                         *CURRENT SURVEY CONTROL
 JX0271  ___________________________________________________________________
 JX0271* NAD 83(1986)-  39 17 43.     (N)    080 48 06.     (W)     SCALED    
 JX0271* NAVD 88     -       267.321  (meters)     877.04   (feet)  ADJUSTED  
 JX0271  ___________________________________________________________________
 JX0271  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JX0271  DYNAMIC HT  -         267.156 (meters)     876.49  (feet)  COMP
 JX0271  MODELED GRAV-     980,003.3   (mgal)                       NAVD 88
 JX0271
 JX0271  VERT ORDER  -  FIRST     CLASS II
 JX0271
 JX0271.The horizontal coordinates were scaled from a topographic map and have
 JX0271.an estimated accuracy of +/- 6 seconds.
 JX0271
 JX0271.The orthometric height was determined by differential leveling
 JX0271.and adjusted by the National Geodetic Survey in June 1991..
 JX0271
 JX0271.The geoid height was determined by GEOID03.
 JX0271
 JX0271.The dynamic height is computed by dividing the NAVD 88
 JX0271.geopotential number by the normal gravity value computed on the
 JX0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0271.degrees latitude (g = 980.6199 gals.).
 JX0271
 JX0271.The modeled gravity was interpolated from observed gravity values.
 JX0271
 JX0271;                    North         East    Units  Estimated Accuracy
 JX0271;SPC WV N     -    89,100.      487,720.      MT  (+/- 180 meters Scaled)
 JX0271
 JX0271                          SUPERSEDED SURVEY CONTROL
 JX0271
 JX0271  NGVD 29 (??/??/92)  267.483  (m)          877.57   (f) ADJ UNCH    1 2
 JX0271
 JX0271.Superseded values are not recommended for survey control.
 JX0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0271.See file dsdata.txt to determine how the superseded data were derived.
 JX0271
 JX0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND171495(NAD 83)
 JX0271_MARKER: DB = BENCH MARK DISK
 JX0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0271_STAMPING: H 81 1943
 JX0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0271+STABILITY: SURFACE MOTION
 JX0271
 JX0271  HISTORY     - Date     Condition        Report By
 JX0271  HISTORY     - 1943     MONUMENTED       CGS
 JX0271
 JX0271                          STATION DESCRIPTION
 JX0271
 JX0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0271'1.6 MI W FROM WEST UNION.
 JX0271'TO REACH FROM THE BALTIMORE AND OHIO RAILROAD STATION AT WEST
 JX0271'UNION, PROCEED 1.6 MILES WEST ALONG THE RAILROAD TO SITE OF BENCH
 JX0271'MARK.  BENCH MARK IS ABOUT 95.0 FEET WEST OF THE WEST ENTRANCE
 JX0271'TO TUNNEL NO. 6, 11.0 FEET NORTH OF AND ABOUT 3.5 FEET ABOVE
 JX0271'THE CENTERLINE OF THE TRACKS.  IT IS SET HORIZONTALLY IN THE
 JX0271'CENTER OF A 2.0 FOOT SQUARE CONCRETE POST ON A CONCRETE RETAINING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0272 ***********************************************************************
 JX0272  DESIGNATION -  H 81 RESET 1963
 JX0272  PID         -  JX0272
 JX0272  STATE/COUNTY-  WV/DODDRIDGE
 JX0272  USGS QUAD   -  WEST UNION (1987)
 JX0272
 JX0272                         *CURRENT SURVEY CONTROL
 JX0272  ___________________________________________________________________
 JX0272* NAD 83(1986)-  39 17 43.     (N)    080 48 06.     (W)     SCALED    
 JX0272* NAVD 88     -       266.79   (+/-2cm)     875.3    (feet)  VERTCON   
 JX0272  ___________________________________________________________________
 JX0272  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JX0272
 JX0272  VERT ORDER  -  THIRD (See Below)
 JX0272
 JX0272.The horizontal coordinates were scaled from a topographic map and have
 JX0272.an estimated accuracy of +/- 6 seconds.
 JX0272
 JX0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX0272.The vertical order pertains to the NGVD 29 superseded value.
 JX0272
 JX0272.The geoid height was determined by GEOID03.
 JX0272
 JX0272;                    North         East    Units  Estimated Accuracy
 JX0272;SPC WV N     -    89,100.      487,720.      MT  (+/- 180 meters Scaled)
 JX0272
 JX0272                          SUPERSEDED SURVEY CONTROL
 JX0272
 JX0272  NGVD 29 (??/??/??)  266.96   (m)          875.9    (f) RESET       3  
 JX0272
 JX0272.Superseded values are not recommended for survey control.
 JX0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0272.See file dsdata.txt to determine how the superseded data were derived.
 JX0272
 JX0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND171495(NAD 83)
 JX0272_MARKER: DD = SURVEY DISK
 JX0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0272_SP_SET: TUNNEL
 JX0272_STAMPING: H 81 RESET 1963
 JX0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0272
 JX0272  HISTORY     - Date     Condition        Report By
 JX0272  HISTORY     - 1963     MONUMENTED       BORR
 JX0272
 JX0272                          STATION DESCRIPTION
 JX0272
 JX0272'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1963
 JX0272'1.6 MI W FROM WEST UNION.
 JX0272'ABOUT 1.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0272'THE STATION AT WEST UNION, DODDRIDGE COUNTY, SET VERTICALLY IN
 JX0272'THE FACE OF THE WEST PORTAL OF TUNNEL NO. 6, ABOUT 9 FEET SOUTH
 JX0272'OF THE CENTERLINE OF THE TRACK, AND ABOUT 4 FEET ABOVE THE TOP
 JX0272'OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0939 ***********************************************************************
 JX0939  DESIGNATION -  H 82
 JX0939  PID         -  JX0939
 JX0939  STATE/COUNTY-  WV/RITCHIE
 JX0939  USGS QUAD   -  HARRISVILLE (1975)
 JX0939
 JX0939                         *CURRENT SURVEY CONTROL
 JX0939  ___________________________________________________________________
 JX0939* NAD 83(1986)-  39 14 17.     (N)    081 06 44.     (W)     SCALED    
 JX0939* NAVD 88     -       217.451  (meters)     713.42   (feet)  ADJUSTED  
 JX0939  ___________________________________________________________________
 JX0939  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX0939  DYNAMIC HT  -         217.316 (meters)     712.98  (feet)  COMP
 JX0939  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 JX0939
 JX0939  VERT ORDER  -  FIRST     CLASS II
 JX0939
 JX0939.The horizontal coordinates were scaled from a topographic map and have
 JX0939.an estimated accuracy of +/- 6 seconds.
 JX0939
 JX0939.The orthometric height was determined by differential leveling
 JX0939.and adjusted by the National Geodetic Survey in June 1991..
 JX0939
 JX0939.The geoid height was determined by GEOID03.
 JX0939
 JX0939.The dynamic height is computed by dividing the NAVD 88
 JX0939.geopotential number by the normal gravity value computed on the
 JX0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0939.degrees latitude (g = 980.6199 gals.).
 JX0939
 JX0939.The modeled gravity was interpolated from observed gravity values.
 JX0939
 JX0939;                    North         East    Units  Estimated Accuracy
 JX0939;SPC WV N     -    83,190.      460,820.      MT  (+/- 180 meters Scaled)
 JX0939
 JX0939                          SUPERSEDED SURVEY CONTROL
 JX0939
 JX0939  NGVD 29 (??/??/92)  217.63   (m)          714.0    (f) COMPUTED    1 2
 JX0939
 JX0939.Superseded values are not recommended for survey control.
 JX0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0939.See file dsdata.txt to determine how the superseded data were derived.
 JX0939
 JX0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD903432(NAD 83)
 JX0939_MARKER: DB = BENCH MARK DISK
 JX0939_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0939_SP_SET: TUNNEL
 JX0939_STAMPING: H 82 1943
 JX0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0939
 JX0939  HISTORY     - Date     Condition        Report By
 JX0939  HISTORY     - 1943     MONUMENTED       CGS
 JX0939
 JX0939                          STATION DESCRIPTION
 JX0939
 JX0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0939'0.9 MI NE FROM CORNWALLIS.
 JX0939'0.9 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0939'THE STATION AT CORNWALLIS, RITCHIE COUNTY, AT THE NORTHEAST
 JX0939'ENTRANCE TO TUNNEL 12, INT THE NORTHEAST END OF THE SOUTHEAST
 JX0939'STONE WALL, 8 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 JX0939'ABOUT 2-1/2-FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK,
 JX0939'STAMPED H 82 1943 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0940 ***********************************************************************
 JX0940  DESIGNATION -  H 82 RESET 1960
 JX0940  PID         -  JX0940
 JX0940  STATE/COUNTY-  WV/RITCHIE
 JX0940  USGS QUAD   -  HARRISVILLE (1975)
 JX0940
 JX0940                         *CURRENT SURVEY CONTROL
 JX0940  ___________________________________________________________________
 JX0940* NAD 83(1986)-  39 14 17.     (N)    081 06 44.     (W)     SCALED    
 JX0940* NAVD 88     -       217.31   (meters)     713.0    (feet)  RESET     
 JX0940  ___________________________________________________________________
 JX0940  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX0940
 JX0940  VERT ORDER  -  THIRD
 JX0940
 JX0940.The horizontal coordinates were scaled from a topographic map and have
 JX0940.an estimated accuracy of +/- 6 seconds.
 JX0940
 JX0940.The orthometric height was computed from unverified reset data.
 JX0940.No vertical observational check was made to the station.
 JX0940
 JX0940.The geoid height was determined by GEOID03.
 JX0940
 JX0940;                    North         East    Units  Estimated Accuracy
 JX0940;SPC WV N     -    83,190.      460,820.      MT  (+/- 180 meters Scaled)
 JX0940
 JX0940                          SUPERSEDED SURVEY CONTROL
 JX0940
 JX0940  NGVD 29 (??/??/??)  217.49   (m)          713.5    (f) RESET       3  
 JX0940
 JX0940.Superseded values are not recommended for survey control.
 JX0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0940.See file dsdata.txt to determine how the superseded data were derived.
 JX0940
 JX0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD903432(NAD 83)
 JX0940_MARKER: DD = SURVEY DISK
 JX0940_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0940_SP_SET: TUNNEL
 JX0940_STAMPING: H 82 RESET 1960
 JX0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0940
 JX0940  HISTORY     - Date     Condition        Report By
 JX0940  HISTORY     - 1960     MONUMENTED       BORR
 JX0940
 JX0940                          STATION DESCRIPTION
 JX0940
 JX0940'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1960
 JX0940'0.9 MI NE FROM CORNWALLIS.
 JX0940'THE MARK IS LOCATED ABOUT 0.9 MILE NORTHEAST ALONG THE BALTIMORE
 JX0940'AND OHIO RAILROAD FROM THE STATION AT CORNWALLIS, AT THE NORTHEAST
 JX0940'ENTRANCE TO TUNNEL 12, IN THE NORTHEAST END OF THE NORTHWEST
 JX0940'CONCRETE BLOCK WALL, 8 FEET NORTHWEST OF THE CENTERLINE OF THE
 JX0940'TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK, AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0975 ***********************************************************************
 JX0975  DESIGNATION -  H 83
 JX0975  PID         -  JX0975
 JX0975  STATE/COUNTY-  WV/WOOD
 JX0975  USGS QUAD   -  KANAWHA (1989)
 JX0975
 JX0975                         *CURRENT SURVEY CONTROL
 JX0975  ___________________________________________________________________
 JX0975* NAD 83(1986)-  39 10 08.     (N)    081 25 14.     (W)     SCALED    
 JX0975* NAVD 88     -       185.912  (meters)     609.95   (feet)  ADJUSTED  
 JX0975  ___________________________________________________________________
 JX0975  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JX0975  DYNAMIC HT  -         185.795 (meters)     609.56  (feet)  COMP
 JX0975  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 JX0975
 JX0975  VERT ORDER  -  FIRST     CLASS II
 JX0975
 JX0975.The horizontal coordinates were scaled from a topographic map and have
 JX0975.an estimated accuracy of +/- 6 seconds.
 JX0975
 JX0975.The orthometric height was determined by differential leveling
 JX0975.and adjusted by the National Geodetic Survey in June 1991..
 JX0975
 JX0975.The geoid height was determined by GEOID03.
 JX0975
 JX0975.The dynamic height is computed by dividing the NAVD 88
 JX0975.geopotential number by the normal gravity value computed on the
 JX0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0975.degrees latitude (g = 980.6199 gals.).
 JX0975
 JX0975.The modeled gravity was interpolated from observed gravity values.
 JX0975
 JX0975;                    North         East    Units  Estimated Accuracy
 JX0975;SPC WV N     -    76,030.      434,040.      MT  (+/- 180 meters Scaled)
 JX0975
 JX0975                          SUPERSEDED SURVEY CONTROL
 JX0975
 JX0975  NGVD 29 (??/??/92)  186.09   (m)          610.5    (f) COMPUTED    1 2
 JX0975
 JX0975.Superseded values are not recommended for survey control.
 JX0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0975.See file dsdata.txt to determine how the superseded data were derived.
 JX0975
 JX0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD636356(NAD 83)
 JX0975_MARKER: DB = BENCH MARK DISK
 JX0975_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0975_SP_SET: BRIDGE
 JX0975_STAMPING: H 83 1943
 JX0975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0975
 JX0975  HISTORY     - Date     Condition        Report By
 JX0975  HISTORY     - 1943     MONUMENTED       CGS
 JX0975
 JX0975                          STATION DESCRIPTION
 JX0975
 JX0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0975'2.5 MI W FROM WALKER.
 JX0975'TO REACH FROM THE BALTIMORE AND OHIO RAILROAD STATION AT WALKER,
 JX0975'PROCEED 2.5 MILES WEST ALONG THE RAILROAD TO SITE OF BENCH MARK.
 JX0975'BENCH MARK IS 12.5 FEET NORTH OF AND ABOUT 0.5 FOOT BELOW THE
 JX0975'CENTERLINE OF THE TRACK.  IT IS SET HORIZONTALLY IN THE WEST
 JX0975'END OF THE NORTHWEST CONCRETE RETAINING WALL OF BRIDGE NO. 49.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1518 ***********************************************************************
 HW1518  DESIGNATION -  H 83
 HW1518  PID         -  HW1518
 HW1518  STATE/COUNTY-  WV/PENDLETON
 HW1518  USGS QUAD   -  FORT SEYBERT (1979)
 HW1518
 HW1518                         *CURRENT SURVEY CONTROL
 HW1518  ___________________________________________________________________
 HW1518* NAD 83(1986)-  38 37 33.     (N)    079 14 39.     (W)     SCALED    
 HW1518* NAVD 88     -       483.629  (meters)    1586.71   (feet)  ADJUSTED  
 HW1518  ___________________________________________________________________
 HW1518  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 HW1518  DYNAMIC HT  -         483.274 (meters)    1585.54  (feet)  COMP
 HW1518  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 HW1518
 HW1518  VERT ORDER  -  SECOND    CLASS 0
 HW1518
 HW1518.The horizontal coordinates were scaled from a topographic map and have
 HW1518.an estimated accuracy of +/- 6 seconds.
 HW1518
 HW1518.The orthometric height was determined by differential leveling
 HW1518.and adjusted by the National Geodetic Survey in June 1991..
 HW1518
 HW1518.The geoid height was determined by GEOID03.
 HW1518
 HW1518.The dynamic height is computed by dividing the NAVD 88
 HW1518.geopotential number by the normal gravity value computed on the
 HW1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1518.degrees latitude (g = 980.6199 gals.).
 HW1518
 HW1518.The modeled gravity was interpolated from observed gravity values.
 HW1518
 HW1518;                    North         East    Units  Estimated Accuracy
 HW1518;SPC WV S     -   181,900.      752,880.      MT  (+/- 180 meters Scaled)
 HW1518
 HW1518                          SUPERSEDED SURVEY CONTROL
 HW1518
 HW1518  NGVD 29 (??/??/92)  483.741  (m)         1587.07   (f) ADJ UNCH    2 0
 HW1518
 HW1518.Superseded values are not recommended for survey control.
 HW1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1518.See file dsdata.txt to determine how the superseded data were derived.
 HW1518
 HW1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC528767(NAD 83)
 HW1518_MARKER: DB = BENCH MARK DISK
 HW1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1518_STAMPING: H 83 1921
 HW1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1518+STABILITY: SURFACE MOTION
 HW1518
 HW1518  HISTORY     - Date     Condition        Report By
 HW1518  HISTORY     - 1921     MONUMENTED       USGS
 HW1518  HISTORY     - 1962     GOOD             NGS
 HW1518
 HW1518                          STATION DESCRIPTION
 HW1518
 HW1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1518'AT BRANDYWINE.
 HW1518'AT BRANDYWINE, PENDLETON, ON U.S. HIGHWAY 33, AT THE NORTHWEST
 HW1518'CORNER OF THE POST OFFICE, AND IN THE SOUTHWEST CORNER OF THE
 HW1518'FRONT YARD OF THE POSTMASTERS RESIDENCE.  A UNITED STATES
 HW1518'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 83 1921 AND SET IN
 HW1518'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0976 ***********************************************************************
 JX0976  DESIGNATION -  H 83 RESET 1944
 JX0976  PID         -  JX0976
 JX0976  STATE/COUNTY-  WV/WOOD
 JX0976  USGS QUAD   -  KANAWHA (1989)
 JX0976
 JX0976                         *CURRENT SURVEY CONTROL
 JX0976  ___________________________________________________________________
 JX0976* NAD 83(1986)-  39 10 08.     (N)    081 25 14.     (W)     SCALED    
 JX0976* NAVD 88     -       187.70   (meters)     615.8    (feet)  RESET     
 JX0976  ___________________________________________________________________
 JX0976  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JX0976
 JX0976  VERT ORDER  -  THIRD
 JX0976
 JX0976.The horizontal coordinates were scaled from a topographic map and have
 JX0976.an estimated accuracy of +/- 6 seconds.
 JX0976
 JX0976.The orthometric height was computed from unverified reset data.
 JX0976.No vertical observational check was made to the station.
 JX0976
 JX0976.The geoid height was determined by GEOID03.
 JX0976
 JX0976;                    North         East    Units  Estimated Accuracy
 JX0976;SPC WV N     -    76,030.      434,040.      MT  (+/- 180 meters Scaled)
 JX0976
 JX0976                          SUPERSEDED SURVEY CONTROL
 JX0976
 JX0976  NGVD 29 (??/??/??)  187.89   (m)          616.4    (f) RESET       3  
 JX0976
 JX0976.Superseded values are not recommended for survey control.
 JX0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0976.See file dsdata.txt to determine how the superseded data were derived.
 JX0976
 JX0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD636356(NAD 83)
 JX0976_MARKER: DD = SURVEY DISK
 JX0976_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0976_SP_SET: BRIDGE
 JX0976_STAMPING: H 83 RESET 1944
 JX0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0976
 JX0976  HISTORY     - Date     Condition        Report By
 JX0976  HISTORY     - 1944     MONUMENTED       BORR
 JX0976
 JX0976                          STATION DESCRIPTION
 JX0976
 JX0976'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1944
 JX0976'2.5 MI W FROM WALKER.
 JX0976'2.5 MILES WEST ALONG THE BATLIMORE AND OHIO RAILROAD FROM THE
 JX0976'STATION AT WALKER, WOOD COUNTY, AT BRIDGE 49 OVER WALKER CREEK,
 JX0976'IN THE TOP OF THE BACKWALL OF THE WEST ABUTMENT, 12 FEET
 JX0976'NORTH OF THE TRACK, AND 1.6 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2606 ***********************************************************************
 HX2606  DESIGNATION -  H 84
 HX2606  PID         -  HX2606
 HX2606  STATE/COUNTY-  WV/MASON
 HX2606  USGS QUAD   -  NEW HAVEN (1994)
 HX2606
 HX2606                         *CURRENT SURVEY CONTROL
 HX2606  ___________________________________________________________________
 HX2606* NAD 83(1986)-  38 56 13.     (N)    081 54 30.     (W)     SCALED    
 HX2606* NAVD 88     -       175.870  (meters)     577.00   (feet)  ADJUSTED  
 HX2606  ___________________________________________________________________
 HX2606  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 HX2606  DYNAMIC HT  -         175.759 (meters)     576.64  (feet)  COMP
 HX2606  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 HX2606
 HX2606  VERT ORDER  -  FIRST     CLASS II
 HX2606
 HX2606.The horizontal coordinates were scaled from a topographic map and have
 HX2606.an estimated accuracy of +/- 6 seconds.
 HX2606
 HX2606.The orthometric height was determined by differential leveling
 HX2606.and adjusted by the National Geodetic Survey in June 1991..
 HX2606
 HX2606.The geoid height was determined by GEOID03.
 HX2606
 HX2606.The dynamic height is computed by dividing the NAVD 88
 HX2606.geopotential number by the normal gravity value computed on the
 HX2606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2606.degrees latitude (g = 980.6199 gals.).
 HX2606
 HX2606.The modeled gravity was interpolated from observed gravity values.
 HX2606
 HX2606;                    North         East    Units  Estimated Accuracy
 HX2606;SPC WV S     -   215,380.      521,250.      MT  (+/- 180 meters Scaled)
 HX2606
 HX2606                          SUPERSEDED SURVEY CONTROL
 HX2606
 HX2606  NGVD 29 (??/??/92)  176.066  (m)          577.64   (f) ADJ UNCH    1 2
 HX2606
 HX2606.Superseded values are not recommended for survey control.
 HX2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2606.See file dsdata.txt to determine how the superseded data were derived.
 HX2606
 HX2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD212101(NAD 83)
 HX2606_MARKER: DB = BENCH MARK DISK
 HX2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2606_STAMPING: H 84 1943
 HX2606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2606+STABILITY: SURFACE MOTION
 HX2606
 HX2606  HISTORY     - Date     Condition        Report By
 HX2606  HISTORY     - 1943     MONUMENTED       CGS
 HX2606  HISTORY     - 1958     GOOD             NGS
 HX2606  HISTORY     - 1976     GOOD             NGS
 HX2606
 HX2606                          STATION DESCRIPTION
 HX2606
 HX2606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2606'2.1 MI SE FROM GRAHAM.
 HX2606'ABOUT 2.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2606'FROM THE ROAD CROSSING OF GRAHAM, ABOUT 3.4 MILES NORTH OF
 HX2606'THE STATION AT LETART, 216 YARDS SOUTH OF MILEPOST 148, ABOUT
 HX2606'195 YARDS NORTH OF A FARM ROAD CROSSING, 239 YARDS SOUTH OF A
 HX2606'FARM ROAD CROSSING, 18 FEET EAST OF EAST RAIL, 3 FEET SOUTH OF
 HX2606'MILEAGE POLE NO. 147+32, (THE 5TH POLE NORTH AND THE 6TH POLE
 HX2606'SOUTH OF THE TWO FARM ROAD CROSSINGS) 1 FOOT SOUTH OF A STEEL
 HX2606'WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE
 HX2606'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HX2606
 HX2606                          STATION RECOVERY (1976)
 HX2606
 HX2606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1529 ***********************************************************************
 HW1529  DESIGNATION -  H 86
 HW1529  PID         -  HW1529
 HW1529  STATE/COUNTY-  WV/PENDLETON
 HW1529  USGS QUAD   -  SUGAR GROVE (1981)
 HW1529
 HW1529                         *CURRENT SURVEY CONTROL
 HW1529  ___________________________________________________________________
 HW1529* NAD 83(1986)-  38 30 39.     (N)    079 19 15.     (W)     SCALED    
 HW1529* NAVD 88     -       575.171  (meters)    1887.04   (feet)  ADJUSTED  
 HW1529  ___________________________________________________________________
 HW1529  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HW1529  DYNAMIC HT  -         574.736 (meters)    1885.61  (feet)  COMP
 HW1529  MODELED GRAV-     979,854.8   (mgal)                       NAVD 88
 HW1529
 HW1529  VERT ORDER  -  SECOND    CLASS 0
 HW1529
 HW1529.The horizontal coordinates were scaled from a topographic map and have
 HW1529.an estimated accuracy of +/- 6 seconds.
 HW1529
 HW1529.The orthometric height was determined by differential leveling
 HW1529.and adjusted by the National Geodetic Survey in June 1991..
 HW1529
 HW1529.The geoid height was determined by GEOID03.
 HW1529
 HW1529.The dynamic height is computed by dividing the NAVD 88
 HW1529.geopotential number by the normal gravity value computed on the
 HW1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1529.degrees latitude (g = 980.6199 gals.).
 HW1529
 HW1529.The modeled gravity was interpolated from observed gravity values.
 HW1529
 HW1529;                    North         East    Units  Estimated Accuracy
 HW1529;SPC WV S     -   169,010.      746,440.      MT  (+/- 180 meters Scaled)
 HW1529
 HW1529                          SUPERSEDED SURVEY CONTROL
 HW1529
 HW1529  NGVD 29 (??/??/92)  575.253  (m)         1887.31   (f) ADJ UNCH    2 0
 HW1529
 HW1529.Superseded values are not recommended for survey control.
 HW1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1529.See file dsdata.txt to determine how the superseded data were derived.
 HW1529
 HW1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC464638(NAD 83)
 HW1529_MARKER: DB = BENCH MARK DISK
 HW1529_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW1529_STAMPING: H 86 1921
 HW1529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1529
 HW1529  HISTORY     - Date     Condition        Report By
 HW1529  HISTORY     - 1921     MONUMENTED       USGS
 HW1529  HISTORY     - 1935     GOOD             NGS
 HW1529
 HW1529                          STATION DESCRIPTION
 HW1529
 HW1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1529'AT SUGAR GROVE.
 HW1529'AT SUGAR GROVE, PENDLETON COUNTY, ON ROAD 25, 150 FEET WEST OF THE
 HW1529'JUNCTION OF A ROAD LEADING SOUTH, 60 FEET SOUTHWEST OF THE
 HW1529'SOUTHWEST CORNER OF A GARAGE, 2 FEET NORTHWEST OF A 4-FOOT-HIGH
 HW1529'ROCK, 4 INCHES WEST OF A FENCE POST, AT THE SOUTH EDGE OF THE
 HW1529'ROAD, IN THE TOP OF A ROCK, AND 18 INCHES HIGHER THAN THE ROAD.
 HW1529'NOTE-- IT WAS REPORTED IN 1935 THAT A WIRE FENCE RUNS OVER THE
 HW1529'CENTER OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1588 ***********************************************************************
 GX1588  DESIGNATION -  H 86
 GX1588  PID         -  GX1588
 GX1588  STATE/COUNTY-  WV/MCDOWELL
 GX1588  USGS QUAD   -  PANTHER (1977)
 GX1588
 GX1588                         *CURRENT SURVEY CONTROL
 GX1588  ___________________________________________________________________
 GX1588* NAD 83(1986)-  37 27 34.     (N)    081 57 03.     (W)     SCALED    
 GX1588* NAVD 88     -       368.059  (meters)    1207.54   (feet)  ADJUSTED  
 GX1588  ___________________________________________________________________
 GX1588  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX1588  DYNAMIC HT  -         367.761 (meters)    1206.56  (feet)  COMP
 GX1588  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 GX1588
 GX1588  VERT ORDER  -  SECOND    CLASS 0
 GX1588
 GX1588.The horizontal coordinates were scaled from a topographic map and have
 GX1588.an estimated accuracy of +/- 6 seconds.
 GX1588
 GX1588.The orthometric height was determined by differential leveling
 GX1588.and adjusted by the National Geodetic Survey in June 1991..
 GX1588
 GX1588.The geoid height was determined by GEOID03.
 GX1588
 GX1588.The dynamic height is computed by dividing the NAVD 88
 GX1588.geopotential number by the normal gravity value computed on the
 GX1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1588.degrees latitude (g = 980.6199 gals.).
 GX1588
 GX1588.The modeled gravity was interpolated from observed gravity values.
 GX1588
 GX1588;                    North         East    Units  Estimated Accuracy
 GX1588;SPC WV S     -    51,430.      515,880.      MT  (+/- 180 meters Scaled)
 GX1588
 GX1588                          SUPERSEDED SURVEY CONTROL
 GX1588
 GX1588  NGVD 29 (??/??/92)  368.252  (m)         1208.17   (f) ADJ UNCH    2 0
 GX1588
 GX1588.Superseded values are not recommended for survey control.
 GX1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1588.See file dsdata.txt to determine how the superseded data were derived.
 GX1588
 GX1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB159462(NAD 83)
 GX1588_MARKER: DB = BENCH MARK DISK
 GX1588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1588_SP_SET: DRILL HOLE
 GX1588_STAMPING: H 86 1952 1208.173
 GX1588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1588
 GX1588  HISTORY     - Date     Condition        Report By
 GX1588  HISTORY     - 1952     MONUMENTED       CGS
 GX1588  HISTORY     - 1956     POOR             NGS
 GX1588  HISTORY     - 1967     MARK NOT FOUND   USGS
 GX1588
 GX1588                          STATION DESCRIPTION
 GX1588
 GX1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GX1588'4 MI SW FROM PANTHER.
 GX1588'3.95 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE RAILROAD
 GX1588'STATION AT PANTHER, 0.3 MILE SOUTHWEST OF JUNCTION OF A GRAVEL
 GX1588'ROAD NORTH TO WYOMING, 0.1 MILE SOUTH OF A DIRT ROAD WEST, 1.25
 GX1588'MILES NORTHEAST OF THE VIRGINIA-WEST VIRGINIA STATE LINE, SET
 GX1588'VERTICALLY IN THE SOUTH FACE OF ROCK OUTCROP, 30 FEET EAST
 GX1588'NORTHEAST OF THE CENTER OF ROAD, 70 FEET WEST NORTHWEST OF WEST
 GX1588'CORNER OF STONE FOUNDATION OF A HOUSE, 180 FEET NORTHWEST OF
 GX1588'NORTHEAST END OF A 30-INCH PIPE CULVERT, AND ABOUT 4.5 FEET ABOVE
 GX1588'LEVEL OF ROAD.
 GX1588
 GX1588                          STATION RECOVERY (1967)
 GX1588
 GX1588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GX1588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1087 ***********************************************************************
 GX1087  DESIGNATION -  H 87
 GX1087  PID         -  GX1087
 GX1087  STATE/COUNTY-  WV/RALEIGH
 GX1087  USGS QUAD   -  BECKLEY (1989)
 GX1087
 GX1087                         *CURRENT SURVEY CONTROL
 GX1087  ___________________________________________________________________
 GX1087* NAD 83(1986)-  37 46 13.     (N)    081 09 58.     (W)     SCALED    
 GX1087* NAVD 88     -       729.947  (meters)    2394.83   (feet)  ADJUSTED  
 GX1087  ___________________________________________________________________
 GX1087  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1087  DYNAMIC HT  -         729.334 (meters)    2392.82  (feet)  COMP
 GX1087  MODELED GRAV-     979,766.2   (mgal)                       NAVD 88
 GX1087
 GX1087  VERT ORDER  -  SECOND    CLASS 0
 GX1087
 GX1087.The horizontal coordinates were scaled from a topographic map and have
 GX1087.an estimated accuracy of +/- 6 seconds.
 GX1087
 GX1087.The orthometric height was determined by differential leveling
 GX1087.and adjusted by the National Geodetic Survey in June 1991..
 GX1087
 GX1087.The geoid height was determined by GEOID03.
 GX1087
 GX1087.The dynamic height is computed by dividing the NAVD 88
 GX1087.geopotential number by the normal gravity value computed on the
 GX1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1087.degrees latitude (g = 980.6199 gals.).
 GX1087
 GX1087.The modeled gravity was interpolated from observed gravity values.
 GX1087
 GX1087;                    North         East    Units  Estimated Accuracy
 GX1087;SPC WV S     -    85,510.      585,370.      MT  (+/- 180 meters Scaled)
 GX1087
 GX1087                          SUPERSEDED SURVEY CONTROL
 GX1087
 GX1087  NGVD 29 (??/??/92)  730.098  (m)         2395.33   (f) ADJ UNCH    2 0
 GX1087
 GX1087.Superseded values are not recommended for survey control.
 GX1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1087.See file dsdata.txt to determine how the superseded data were derived.
 GX1087
 GX1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB853803(NAD 83)
 GX1087_MARKER: DB = BENCH MARK DISK
 GX1087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1087_SP_SET: STEP
 GX1087_STAMPING: H 87 1960
 GX1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1087
 GX1087  HISTORY     - Date     Condition        Report By
 GX1087  HISTORY     - 1960     MONUMENTED       CGS
 GX1087
 GX1087                          STATION DESCRIPTION
 GX1087
 GX1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1087'AT BECKLEY.
 GX1087'AT BECKLEY, ABOUT 1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM
 GX1087'THE COURTHOUSE, AT THE JUNCTION OF SOUTH KANAHWA STREET (STATE
 GX1087'HIGHWAY 3) AND ALLEN AVENUE, 67 FEET NORTH OF THE NORTH CURB OF
 GX1087'SOUTH KANAHWA STREET, 138 FEET EAST OF THE CENTER LINE OF ALLEN
 GX1087'AVENUE, IN TOP OF THE NORTHEAST CORNER OF CONCRETE STEP TO RECESSED
 GX1087'EAST ENTRANCE TO TWO-STORY RED BRICK SYLVIA SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0995 ***********************************************************************
 JX0995  DESIGNATION -  H 91
 JX0995  PID         -  JX0995
 JX0995  STATE/COUNTY-  WV/WIRT
 JX0995  USGS QUAD   -  ELIZABETH (1975)
 JX0995
 JX0995                         *CURRENT SURVEY CONTROL
 JX0995  ___________________________________________________________________
 JX0995* NAD 83(1986)-  39 03 54.     (N)    081 24 13.     (W)     SCALED    
 JX0995* NAVD 88     -       189.860  (meters)     622.90   (feet)  ADJUSTED  
 JX0995  ___________________________________________________________________
 JX0995  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JX0995  DYNAMIC HT  -         189.739 (meters)     622.50  (feet)  COMP
 JX0995  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 JX0995
 JX0995  VERT ORDER  -  SECOND    CLASS 0
 JX0995
 JX0995.The horizontal coordinates were scaled from a topographic map and have
 JX0995.an estimated accuracy of +/- 6 seconds.
 JX0995
 JX0995.The orthometric height was determined by differential leveling
 JX0995.and adjusted by the National Geodetic Survey in June 1991..
 JX0995
 JX0995.The geoid height was determined by GEOID03.
 JX0995
 JX0995.The dynamic height is computed by dividing the NAVD 88
 JX0995.geopotential number by the normal gravity value computed on the
 JX0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0995.degrees latitude (g = 980.6199 gals.).
 JX0995
 JX0995.The modeled gravity was interpolated from observed gravity values.
 JX0995
 JX0995;                    North         East    Units  Estimated Accuracy
 JX0995;SPC WV N     -    64,470.      435,260.      MT  (+/- 180 meters Scaled)
 JX0995
 JX0995                          SUPERSEDED SURVEY CONTROL
 JX0995
 JX0995  NGVD 29 (??/??/92)  190.036  (m)          623.48   (f) ADJ UNCH    2 0
 JX0995
 JX0995.Superseded values are not recommended for survey control.
 JX0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0995.See file dsdata.txt to determine how the superseded data were derived.
 JX0995
 JX0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD650240(NAD 83)
 JX0995_MARKER: DB = BENCH MARK DISK
 JX0995_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0995_SP_SET: BRIDGE
 JX0995_STAMPING: H 91 1956
 JX0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0995
 JX0995  HISTORY     - Date     Condition        Report By
 JX0995  HISTORY     - 1956     MONUMENTED       CGS
 JX0995
 JX0995                          STATION DESCRIPTION
 JX0995
 JX0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX0995'0.6 MI W FROM ELIZABETH.
 JX0995'0.55 MILE WEST ALONG STATE HIGHWAY 14 FROM THE COURT HOUSE AT
 JX0995'ELIZABETH, ABOUT 0.2 MILE EAST OF JUNCTION OF BLACK TOP ROAD
 JX0995'SOUTHWEST AND CURVE IN HIGHWAY, IN THE TOP OF NORTH END OF WEST
 JX0995'CONCRETE ABUTMENT OF A 175-FOOT CONCRETE BRIDGE OVER TUCKER
 JX0995'CREEK, 19 FEET NORTH OF CENTER LINE OF HIGHWAY, 1.7 FOOT
 JX0995'NORTH OF CONCRETE BANISTER AND ABOUT LEVEL WITH BRIDGE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1215 ***********************************************************************
 JX1215  DESIGNATION -  H 92
 JX1215  PID         -  JX1215
 JX1215  STATE/COUNTY-  WV/WIRT
 JX1215  USGS QUAD   -  ROCKPORT (1975)
 JX1215
 JX1215                         *CURRENT SURVEY CONTROL
 JX1215  ___________________________________________________________________
 JX1215* NAD 83(1986)-  39 01 53.     (N)    081 31 51.     (W)     SCALED    
 JX1215* NAVD 88     -       318.859  (meters)    1046.12   (feet)  ADJUSTED  
 JX1215  ___________________________________________________________________
 JX1215  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JX1215  DYNAMIC HT  -         318.657 (meters)    1045.46  (feet)  COMP
 JX1215  MODELED GRAV-     979,985.3   (mgal)                       NAVD 88
 JX1215
 JX1215  VERT ORDER  -  SECOND    CLASS 0
 JX1215
 JX1215.The horizontal coordinates were scaled from a topographic map and have
 JX1215.an estimated accuracy of +/- 6 seconds.
 JX1215
 JX1215.The orthometric height was determined by differential leveling
 JX1215.and adjusted by the National Geodetic Survey in June 1991..
 JX1215
 JX1215.The geoid height was determined by GEOID03.
 JX1215
 JX1215.The dynamic height is computed by dividing the NAVD 88
 JX1215.geopotential number by the normal gravity value computed on the
 JX1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1215.degrees latitude (g = 980.6199 gals.).
 JX1215
 JX1215.The modeled gravity was interpolated from observed gravity values.
 JX1215
 JX1215;                    North         East    Units  Estimated Accuracy
 JX1215;SPC WV N     -    60,980.      424,170.      MT  (+/- 180 meters Scaled)
 JX1215
 JX1215                          SUPERSEDED SURVEY CONTROL
 JX1215
 JX1215  NGVD 29 (??/??/92)  319.036  (m)         1046.70   (f) ADJ UNCH    2 0
 JX1215
 JX1215.Superseded values are not recommended for survey control.
 JX1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1215.See file dsdata.txt to determine how the superseded data were derived.
 JX1215
 JX1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD540203(NAD 83)
 JX1215_MARKER: DB = BENCH MARK DISK
 JX1215_SETTING: 66 = SET IN ROCK OUTCROP
 JX1215_SP_SET: ROCK OUTCROP
 JX1215_STAMPING: H 92 1956
 JX1215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1215+STABILITY: POSITION/ELEVATION WELL
 JX1215
 JX1215  HISTORY     - Date     Condition        Report By
 JX1215  HISTORY     - 1956     MONUMENTED       CGS
 JX1215
 JX1215                          STATION DESCRIPTION
 JX1215
 JX1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1215'0.4 MI NW FROM WINDY.
 JX1215'0.35 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 JX1215'AND ROAD JUNCTION AT WINDY, AT THE JUNCTION OF A ROAD LEADING
 JX1215'NORTH, 168 FEET NORTH OF CENTER LINE OF EAST-WEST ROAD, 14
 JX1215'FEET WEST OF CENTER LINE OF ROAD NORTH, 3 1/2 FEET WEST OF
 JX1215'A FENCE LINE AND INSIDE A PASTURE, 69 FEET NORTH OF A FENCE
 JX1215'CORNER, IN THE TOP OF CENTER OF A ROCK OUTCROP WITH A 7 BY
 JX1215'5-FOOT SURFACE EXPOSED AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 JX1215'ROAD NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2484 ***********************************************************************
 HX2484  DESIGNATION -  H 93
 HX2484  PID         -  HX2484
 HX2484  STATE/COUNTY-  WV/JACKSON
 HX2484  USGS QUAD   -  GAY (1987)
 HX2484
 HX2484                         *CURRENT SURVEY CONTROL
 HX2484  ___________________________________________________________________
 HX2484* NAD 83(1986)-  38 49 26.     (N)    081 34 02.     (W)     SCALED    
 HX2484* NAVD 88     -       196.415  (meters)     644.40   (feet)  ADJUSTED  
 HX2484  ___________________________________________________________________
 HX2484  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HX2484  DYNAMIC HT  -         196.286 (meters)     643.98  (feet)  COMP
 HX2484  MODELED GRAV-     979,967.9   (mgal)                       NAVD 88
 HX2484
 HX2484  VERT ORDER  -  SECOND    CLASS 0
 HX2484
 HX2484.The horizontal coordinates were scaled from a topographic map and have
 HX2484.an estimated accuracy of +/- 6 seconds.
 HX2484
 HX2484.The orthometric height was determined by differential leveling
 HX2484.and adjusted by the National Geodetic Survey in June 1991..
 HX2484
 HX2484.The geoid height was determined by GEOID03.
 HX2484
 HX2484.The dynamic height is computed by dividing the NAVD 88
 HX2484.geopotential number by the normal gravity value computed on the
 HX2484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2484.degrees latitude (g = 980.6199 gals.).
 HX2484
 HX2484.The modeled gravity was interpolated from observed gravity values.
 HX2484
 HX2484;                    North         East    Units  Estimated Accuracy
 HX2484;SPC WV S     -   202,590.      550,740.      MT  (+/- 180 meters Scaled)
 HX2484
 HX2484                          SUPERSEDED SURVEY CONTROL
 HX2484
 HX2484  NGVD 29 (??/??/92)  196.585  (m)          644.96   (f) ADJ UNCH    2 0
 HX2484
 HX2484.Superseded values are not recommended for survey control.
 HX2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2484.See file dsdata.txt to determine how the superseded data were derived.
 HX2484
 HX2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC507973(NAD 83)
 HX2484_MARKER: DB = BENCH MARK DISK
 HX2484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2484_SP_SET: ABUTMENT
 HX2484_STAMPING: H 93 1956
 HX2484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2484
 HX2484  HISTORY     - Date     Condition        Report By
 HX2484  HISTORY     - 1956     MONUMENTED       CGS
 HX2484
 HX2484                          STATION DESCRIPTION
 HX2484
 HX2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2484'1.8 MI W FROM MARSHALL.
 HX2484'ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 33 FROM THE BRIDGE OVER
 HX2484'BUFFALO CREEK AT MARSHALL, ABOUT 33 YARDS WEST OF CENTER OF
 HX2484'JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST ALONG LITTLE CREEK,
 HX2484'IN THE TOP OF THE SOUTHWEST END OF THE NORTHEAST WING WALL OF
 HX2484'THE EAST ABUTMENT OF HIGHWAY BRIDGE OVER LITTLE CREEK, 18 FEET
 HX2484'NORTH OF CENTER LINE OF HIGHWAY, 0.3 FOOT NORTH OF CONCRETE
 HX2484'BANISTER AND ABOUT LEVEL WITH HIGHWAY.  NOTE-- MARK IS ABOUT 0.6
 HX2484'MILE EAST ALONG U.S. HIGHWAY 33 FROM MILL CREEK BAPTIST CHURCH
 HX2484'AT FRONZENCAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1769 ***********************************************************************
 HX1769  DESIGNATION -  H 94
 HX1769  PID         -  HX1769
 HX1769  STATE/COUNTY-  WV/ROANE
 HX1769  USGS QUAD   -  WALTON (1976)
 HX1769
 HX1769                         *CURRENT SURVEY CONTROL
 HX1769  ___________________________________________________________________
 HX1769* NAD 83(1986)-  38 41 35.     (N)    081 27 10.     (W)     SCALED    
 HX1769* NAVD 88     -       255.898  (meters)     839.56   (feet)  ADJUSTED  
 HX1769  ___________________________________________________________________
 HX1769  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HX1769  DYNAMIC HT  -         255.726 (meters)     838.99  (feet)  COMP
 HX1769  MODELED GRAV-     979,951.2   (mgal)                       NAVD 88
 HX1769
 HX1769  VERT ORDER  -  SECOND    CLASS 0
 HX1769
 HX1769.The horizontal coordinates were scaled from a topographic map and have
 HX1769.an estimated accuracy of +/- 6 seconds.
 HX1769
 HX1769.The orthometric height was determined by differential leveling
 HX1769.and adjusted by the National Geodetic Survey in June 1991..
 HX1769
 HX1769.The geoid height was determined by GEOID03.
 HX1769
 HX1769.The dynamic height is computed by dividing the NAVD 88
 HX1769.geopotential number by the normal gravity value computed on the
 HX1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1769.degrees latitude (g = 980.6199 gals.).
 HX1769
 HX1769.The modeled gravity was interpolated from observed gravity values.
 HX1769
 HX1769;                    North         East    Units  Estimated Accuracy
 HX1769;SPC WV S     -   188,010.      560,610.      MT  (+/- 180 meters Scaled)
 HX1769
 HX1769                          SUPERSEDED SURVEY CONTROL
 HX1769
 HX1769  NGVD 29 (??/??/92)  256.068  (m)          840.12   (f) ADJ UNCH    2 0
 HX1769
 HX1769.Superseded values are not recommended for survey control.
 HX1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1769.See file dsdata.txt to determine how the superseded data were derived.
 HX1769
 HX1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC606828(NAD 83)
 HX1769_MARKER: DB = BENCH MARK DISK
 HX1769_SETTING: 66 = SET IN ROCK OUTCROP
 HX1769_SP_SET: ROCK OUTCROP
 HX1769_STAMPING: H 94 1956
 HX1769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1769+STABILITY: POSITION/ELEVATION WELL
 HX1769
 HX1769  HISTORY     - Date     Condition        Report By
 HX1769  HISTORY     - 1956     MONUMENTED       CGS
 HX1769
 HX1769                          STATION DESCRIPTION
 HX1769
 HX1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1769'3.4 MI SW FROM GANDEEVILLE.
 HX1769'ABOUT 3.45 MILES WEST AND SOUTHWEST ALONG A BLACK TOP ROAD
 HX1769'LEADING TO HARMONY FROM JUNCTION OF STATE HIGHWAY 14 AT GANDEEVILLE,
 HX1769'ABOUT 1.6 MILES NORTHEAST OF BRIDGE OVER COX FORK AT HARMONY,
 HX1769'ABOUT 185 YARDS SOUTHWEST AND DOWN HILL FROM A LARGE CORRUGATED
 HX1769'PIPE CULVERT FOR PIGEON RUN, ABOUT 87 YARDS EAST AND DOWNHILL FROM
 HX1769'THE TOP OF GRADE AND JUNCTION OF A PRIVATE ROAD SOUTHEAST, 72
 HX1769'FEET NORTH-NORTHWEST OF CENTER LINE OF ROAD AND ON THE INSIDE
 HX1769'OF A CURVE IN ROAD, 39 FEET EAST OF EAST CORNER OF AN OLD BARN, 24
 HX1769'FEET SOUTHWEST OF CENTER OF A HOLLOW, 101 FEET WEST OF NORTHWEST
 HX1769'END OF A PIPE CULVERT UNDER ROAD, 46 FEET NORTH-NORTHWEST
 HX1769'OF A FENCE LINE, 49 FEET SOUTHWEST AND ACROSS HOLLOW FROM A
 HX1769'NORTHWEST-SOUTHEAST FENCE LINE, IN THE TOP OF A 5 BY 4-FOOT SLANTING
 HX1769'ROCK OUTCROP PROJECTING OUT OF HOLLOW AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1783 ***********************************************************************
 HX1783  DESIGNATION -  H 95
 HX1783  PID         -  HX1783
 HX1783  STATE/COUNTY-  WV/ROANE
 HX1783  USGS QUAD   -  KETTLE (1975)
 HX1783
 HX1783                         *CURRENT SURVEY CONTROL
 HX1783  ___________________________________________________________________
 HX1783* NAD 83(1986)-  38 36 18.     (N)    081 27 21.     (W)     SCALED    
 HX1783* NAVD 88     -       334.244  (meters)    1096.60   (feet)  ADJUSTED  
 HX1783  ___________________________________________________________________
 HX1783  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HX1783  DYNAMIC HT  -         334.015 (meters)    1095.85  (feet)  COMP
 HX1783  MODELED GRAV-     979,934.3   (mgal)                       NAVD 88
 HX1783
 HX1783  VERT ORDER  -  SECOND    CLASS 0
 HX1783
 HX1783.The horizontal coordinates were scaled from a topographic map and have
 HX1783.an estimated accuracy of +/- 6 seconds.
 HX1783
 HX1783.The orthometric height was determined by differential leveling
 HX1783.and adjusted by the National Geodetic Survey in June 1991..
 HX1783
 HX1783.The geoid height was determined by GEOID03.
 HX1783
 HX1783.The dynamic height is computed by dividing the NAVD 88
 HX1783.geopotential number by the normal gravity value computed on the
 HX1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1783.degrees latitude (g = 980.6199 gals.).
 HX1783
 HX1783.The modeled gravity was interpolated from observed gravity values.
 HX1783
 HX1783;                    North         East    Units  Estimated Accuracy
 HX1783;SPC WV S     -   178,240.      560,300.      MT  (+/- 180 meters Scaled)
 HX1783
 HX1783                          SUPERSEDED SURVEY CONTROL
 HX1783
 HX1783  NGVD 29 (??/??/92)  334.413  (m)         1097.15   (f) ADJ UNCH    2 0
 HX1783
 HX1783.Superseded values are not recommended for survey control.
 HX1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1783.See file dsdata.txt to determine how the superseded data were derived.
 HX1783
 HX1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC603730(NAD 83)
 HX1783_MARKER: DB = BENCH MARK DISK
 HX1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1783_STAMPING: H 95 1956
 HX1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1783+STABILITY: SURFACE MOTION
 HX1783
 HX1783  HISTORY     - Date     Condition        Report By
 HX1783  HISTORY     - 1956     MONUMENTED       CGS
 HX1783
 HX1783                          STATION DESCRIPTION
 HX1783
 HX1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1783'5 MI W FROM MT WELCOME.
 HX1783'ABOUT 5.05 MILES WEST ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 HX1783'JUNCTION OF STATE HIGHWAY 14 AND TOP OF HIGHWAY GRADE AT MT.
 HX1783'WELCOME, ABOUT 0.85 MILE EAST OF JUNCTION OF A ROAD SOUTHWEST
 HX1783'VIA MATTIE SCHOOL TO KETTLE, 17 FEET SOUTH OF CENTER LINE OF ROAD
 HX1783'AND ON THE INSIDE OF A CURVE IN ROAD, 2 FEET NORTH OF A FENCE
 HX1783'LINE, 27 FEET WEST OF CENTER OF A GAP IN A FENCE LINE FOR A
 HX1783'TRAIL LEADING SOUTHEAST AND UPHILL TO A PASTURE, ABOUT 40 YARDS
 HX1783'WEST OF THE TOP OF A SLIGHT GRADE, 19 FEET WEST-SOUTHWEST OF WEST
 HX1783'END OF A 10-INCH CORRUGATED PIPE CULVERT UNDER TRAIL SOUTHEAST, 2
 HX1783'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL
 HX1783'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1789 ***********************************************************************
 HX1789  DESIGNATION -  H 96
 HX1789  PID         -  HX1789
 HX1789  STATE/COUNTY-  WV/KANAWHA
 HX1789  USGS QUAD   -  KETTLE (1975)
 HX1789
 HX1789                         *CURRENT SURVEY CONTROL
 HX1789  ___________________________________________________________________
 HX1789* NAD 83(1986)-  38 30 01.     (N)    081 24 18.     (W)     SCALED    
 HX1789* NAVD 88     -       306.557  (meters)    1005.76   (feet)  ADJUSTED  
 HX1789  ___________________________________________________________________
 HX1789  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HX1789  DYNAMIC HT  -         306.347 (meters)    1005.07  (feet)  COMP
 HX1789  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 HX1789
 HX1789  VERT ORDER  -  SECOND    CLASS 0
 HX1789
 HX1789.The horizontal coordinates were scaled from a topographic map and have
 HX1789.an estimated accuracy of +/- 6 seconds.
 HX1789
 HX1789.The orthometric height was determined by differential leveling
 HX1789.and adjusted by the National Geodetic Survey in June 1991..
 HX1789
 HX1789.The geoid height was determined by GEOID03.
 HX1789
 HX1789.The dynamic height is computed by dividing the NAVD 88
 HX1789.geopotential number by the normal gravity value computed on the
 HX1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1789.degrees latitude (g = 980.6199 gals.).
 HX1789
 HX1789.The modeled gravity was interpolated from observed gravity values.
 HX1789
 HX1789;                    North         East    Units  Estimated Accuracy
 HX1789;SPC WV S     -   166,590.      564,670.      MT  (+/- 180 meters Scaled)
 HX1789
 HX1789                          SUPERSEDED SURVEY CONTROL
 HX1789
 HX1789  NGVD 29 (??/??/92)  306.735  (m)         1006.35   (f) ADJ UNCH    2 0
 HX1789
 HX1789.Superseded values are not recommended for survey control.
 HX1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1789.See file dsdata.txt to determine how the superseded data were derived.
 HX1789
 HX1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC646614(NAD 83)
 HX1789_MARKER: DB = BENCH MARK DISK
 HX1789_SETTING: 66 = SET IN ROCK OUTCROP
 HX1789_SP_SET: ROCK CUT
 HX1789_STAMPING: H 96 1956
 HX1789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1789+STABILITY: POSITION/ELEVATION WELL
 HX1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX1789+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 HX1789
 HX1789  HISTORY     - Date     Condition        Report By
 HX1789  HISTORY     - 1956     MONUMENTED       CGS
 HX1789  HISTORY     - 20041214 GOOD             INDIV
 HX1789
 HX1789                          STATION DESCRIPTION
 HX1789
 HX1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1789'3.1 MI N FROM FALLING ROCK.
 HX1789'ABOUT 0.35 MILE NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST
 HX1789'OFFICE AT FALLING ROCK, THENCE ABOUT 2.75 MILES NORTH AND NORTHWEST
 HX1789'ALONG A BLACK TOP ROAD, ABOUT 135 YARDS SOUTHWEST OF TOP OF
 HX1789'GRADE AND GAP, 18 1/2 FEET SOUTHEAST OF CENTER LINE OF ROAD AND ON
 HX1789'THE INSIDE OF A CURVE, SET VERTICALLY 1 1/2 FEET ABOVE GROUND IN
 HX1789'THE NORTHWEST FACE OF A LAYERED ROCK CUT, 1 1/2 YARDS SOUTHWEST
 HX1789'OF NORTHEAST PART OF ROCKY CUT, 46 FEET SOUTH-SOUTHEAST AND ACROSS
 HX1789'ROAD FROM POWER POLE NO. AEP 47-7518 1131 B 27, AND ABOUT 1 FOOT
 HX1789'ABOVE LEVEL OF ROAD.
 HX1789
 HX1789                          STATION RECOVERY (2004)
 HX1789
 HX1789'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX1789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2535 ***********************************************************************
 HX2535  DESIGNATION -  H 97
 HX2535  PID         -  HX2535
 HX2535  STATE/COUNTY-  WV/JACKSON
 HX2535  USGS QUAD   -  ROMANCE (1975)
 HX2535
 HX2535                         *CURRENT SURVEY CONTROL
 HX2535  ___________________________________________________________________
 HX2535* NAD 83(1986)-  38 37 22.     (N)    081 32 16.     (W)     SCALED    
 HX2535* NAVD 88     -       242.858  (meters)     796.78   (feet)  ADJUSTED  
 HX2535  ___________________________________________________________________
 HX2535  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HX2535  DYNAMIC HT  -         242.694 (meters)     796.24  (feet)  COMP
 HX2535  MODELED GRAV-     979,948.4   (mgal)                       NAVD 88
 HX2535
 HX2535  VERT ORDER  -  SECOND    CLASS 0
 HX2535
 HX2535.The horizontal coordinates were scaled from a topographic map and have
 HX2535.an estimated accuracy of +/- 6 seconds.
 HX2535
 HX2535.The orthometric height was determined by differential leveling
 HX2535.and adjusted by the National Geodetic Survey in June 1991..
 HX2535
 HX2535.The geoid height was determined by GEOID03.
 HX2535
 HX2535.The dynamic height is computed by dividing the NAVD 88
 HX2535.geopotential number by the normal gravity value computed on the
 HX2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2535.degrees latitude (g = 980.6199 gals.).
 HX2535
 HX2535.The modeled gravity was interpolated from observed gravity values.
 HX2535
 HX2535;                    North         East    Units  Estimated Accuracy
 HX2535;SPC WV S     -   180,250.      553,170.      MT  (+/- 180 meters Scaled)
 HX2535
 HX2535                          SUPERSEDED SURVEY CONTROL
 HX2535
 HX2535  NGVD 29 (??/??/92)  243.034  (m)          797.35   (f) ADJ UNCH    2 0
 HX2535
 HX2535.Superseded values are not recommended for survey control.
 HX2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2535.See file dsdata.txt to determine how the superseded data were derived.
 HX2535
 HX2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC531750(NAD 83)
 HX2535_MARKER: DB = BENCH MARK DISK
 HX2535_SETTING: 80 = SET IN A BOULDER
 HX2535_SP_SET: BOULDER
 HX2535_STAMPING: H 97 1956
 HX2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2535+STABILITY: SURFACE MOTION
 HX2535
 HX2535  HISTORY     - Date     Condition        Report By
 HX2535  HISTORY     - 1956     MONUMENTED       CGS
 HX2535
 HX2535                          STATION DESCRIPTION
 HX2535
 HX2535'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2535'6.8 MI N FROM KETTLE.
 HX2535'ABOUT 2.2 MILES NORTHWEST ALONG A DIRT ROAD FOLLOWING GREEN
 HX2535'CREEK FROM THE POST OFFICE AND STORE AT KETTLE, THENCE ABOUT
 HX2535'2.55 MILES SOUTHEAST AND NORTH ALONG A DIRT ROAD FOLLOWING
 HX2535'POCATALICO RIVER, THENCE FORDING POCATALICO RIVER AND ABOUT 2.0
 HX2535'MILES NORTHWEST ALONG A DIRT ROAD FOLLOWING WHITE OAK CREEK,
 HX2535'ABOUT 0.95 MILE SOUTHEAST ALONG A ROAD LEADING INTO WHITE OAK
 HX2535'CREEK FROM THE JUNCTION OF A NORTH-SOUTH RIDGE ROAD, ABOUT 0.3
 HX2535'MILE SOUTHEAST OF A FORD ACROSS WHITE OAK CREEK, SET VERTICALLY
 HX2535'IN THE SOUTH FACE OF A 15 BY 15-FOOT AND ABOUT 4 FOOT HIGH
 HX2535'EMBEDDED BOULDER, 44 1/2 FEET NORTHEAST OF CENTER LINE OF ROAD,
 HX2535'4 FEET EAST OF SOUTHWEST CORNER OF BOULDER AND ABOUT 9 FEET
 HX2535'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2585 ***********************************************************************
 HX2585  DESIGNATION -  H 98
 HX2585  PID         -  HX2585
 HX2585  STATE/COUNTY-  WV/KANAWHA
 HX2585  USGS QUAD   -  SISSONVILLE (1958)
 HX2585
 HX2585                         *CURRENT SURVEY CONTROL
 HX2585  ___________________________________________________________________
 HX2585* NAD 83(1986)-  38 31 50.     (N)    081 44 32.     (W)     SCALED    
 HX2585* NAVD 88     -       221.651  (meters)     727.20   (feet)  ADJUSTED  
 HX2585  ___________________________________________________________________
 HX2585  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HX2585  DYNAMIC HT  -         221.498 (meters)     726.70  (feet)  COMP
 HX2585  MODELED GRAV-     979,933.7   (mgal)                       NAVD 88
 HX2585
 HX2585  VERT ORDER  -  SECOND    CLASS 0
 HX2585
 HX2585.The horizontal coordinates were scaled from a topographic map and have
 HX2585.an estimated accuracy of +/- 6 seconds.
 HX2585
 HX2585.The orthometric height was determined by differential leveling
 HX2585.and adjusted by the National Geodetic Survey in June 1991..
 HX2585
 HX2585.The geoid height was determined by GEOID03.
 HX2585
 HX2585.The dynamic height is computed by dividing the NAVD 88
 HX2585.geopotential number by the normal gravity value computed on the
 HX2585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2585.degrees latitude (g = 980.6199 gals.).
 HX2585
 HX2585.The modeled gravity was interpolated from observed gravity values.
 HX2585
 HX2585;                    North         East    Units  Estimated Accuracy
 HX2585;SPC WV S     -   170,140.      535,290.      MT  (+/- 180 meters Scaled)
 HX2585
 HX2585                          SUPERSEDED SURVEY CONTROL
 HX2585
 HX2585  NGVD 29 (??/??/92)  221.840  (m)          727.82   (f) ADJ UNCH    2 0
 HX2585
 HX2585.Superseded values are not recommended for survey control.
 HX2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2585.See file dsdata.txt to determine how the superseded data were derived.
 HX2585
 HX2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC353649(NAD 83)
 HX2585_MARKER: DB = BENCH MARK DISK
 HX2585_SETTING: 66 = SET IN ROCK OUTCROP
 HX2585_SP_SET: ROCK CUT
 HX2585_STAMPING: H 98 1956
 HX2585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2585+STABILITY: POSITION/ELEVATION WELL
 HX2585
 HX2585  HISTORY     - Date     Condition        Report By
 HX2585  HISTORY     - 1956     MONUMENTED       CGS
 HX2585
 HX2585                          STATION DESCRIPTION
 HX2585
 HX2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2585'8 MI NE FROM RAYMOND CITY.
 HX2585'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE BRIDGE
 HX2585'OVER POCATALICO RIVER AT RAYMOND CITY, THENCE ABOUT 5.95 MILES
 HX2585'NORTHEAST ALONG A BLACK TOP AND GRAVEL ROAD, THENCE ABOUT 1.9
 HX2585'MILES EAST ALONG A ROAD LEADING OVER GAP INTO KELLY CREEK, ABOUT
 HX2585'0.7 MILE WEST OF JUNCTION OF KELLY CREEK ROAD, AT THE JUNCTION
 HX2585'OF A DIM ROAD NORTHWEST AND A CURVE IN MAIN ROAD WITH TANGENTS
 HX2585'EXTENDING SOUTHEAST AND SOUTHWEST, 14 FEET NORTHWEST OF CENTER
 HX2585'LINE OF ROAD SOUTHWEST AND UPHILL, 65 FEET SOUTHWEST OF CENTER
 HX2585'LINE OF DIM ROAD NORTHWEST, SET VERTICALLY IN THE SOUTHEAST
 HX2585'FACE OF A 4 1/2-FOOT HIGH SOLID ROCK IN A CUT, 2 FEET ABOVE
 HX2585'GROUND AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2398 ***********************************************************************
 HX2398  DESIGNATION -  H 99
 HX2398  PID         -  HX2398
 HX2398  STATE/COUNTY-  WV/KANAWHA
 HX2398  USGS QUAD   -  SISSONVILLE (1958)
 HX2398
 HX2398                         *CURRENT SURVEY CONTROL
 HX2398  ___________________________________________________________________
 HX2398* NAD 83(1986)-  38 32 39.     (N)    081 38 07.     (W)     SCALED    
 HX2398* NAVD 88     -       188.494  (meters)     618.42   (feet)  ADJUSTED  
 HX2398  ___________________________________________________________________
 HX2398  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HX2398  DYNAMIC HT  -         188.366 (meters)     618.00  (feet)  COMP
 HX2398  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 HX2398
 HX2398  VERT ORDER  -  SECOND    CLASS 0
 HX2398
 HX2398.The horizontal coordinates were scaled from a topographic map and have
 HX2398.an estimated accuracy of +/- 6 seconds.
 HX2398
 HX2398.The orthometric height was determined by differential leveling
 HX2398.and adjusted by the National Geodetic Survey in June 1991..
 HX2398
 HX2398.The geoid height was determined by GEOID03.
 HX2398
 HX2398.The dynamic height is computed by dividing the NAVD 88
 HX2398.geopotential number by the normal gravity value computed on the
 HX2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2398.degrees latitude (g = 980.6199 gals.).
 HX2398
 HX2398.The modeled gravity was interpolated from observed gravity values.
 HX2398
 HX2398;                    North         East    Units  Estimated Accuracy
 HX2398;SPC WV S     -   171,580.      544,620.      MT  (+/- 180 meters Scaled)
 HX2398
 HX2398                          SUPERSEDED SURVEY CONTROL
 HX2398
 HX2398  NGVD 29 (??/??/92)  188.678  (m)          619.02   (f) ADJ UNCH    2 0
 HX2398
 HX2398.Superseded values are not recommended for survey control.
 HX2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2398.See file dsdata.txt to determine how the superseded data were derived.
 HX2398
 HX2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC446663(NAD 83)
 HX2398_MARKER: DB = BENCH MARK DISK
 HX2398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2398_SP_SET: CULVERT
 HX2398_STAMPING: H 99 1956
 HX2398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2398
 HX2398  HISTORY     - Date     Condition        Report By
 HX2398  HISTORY     - 1956     MONUMENTED       CGS
 HX2398
 HX2398                          STATION DESCRIPTION
 HX2398
 HX2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2398'1.7 MI N FROM SISSONVILLE.
 HX2398'ABOUT 1.7 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2398'AT SISSONVILLE, ABOUT 0.3 MILE NORTH OF JUNCTION OF A BLACK TOP
 HX2398'ROAD EAST, ABOUT 50 YARDS SOUTHEAST OF JUNCTION OF A GRADED ROAD
 HX2398'WEST, 28 1/2 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY AND ON
 HX2398'THE OUTSIDE OF A SHARP CURVE WITH TANGENTS EXTENDING EAST AND
 HX2398'NORTHEAST, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD
 HX2398'WALL OF AN 8-FOOT CONCRETE CULVERT OVER HAINES CREEK, AND ABOUT
 HX2398'4 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0547 ***********************************************************************
 HX0547  DESIGNATION -  H I USGS
 HX0547  PID         -  HX0547
 HX0547  STATE/COUNTY-  WV/POCAHONTAS
 HX0547  USGS QUAD   -  MARLINTON (1995)
 HX0547
 HX0547                         *CURRENT SURVEY CONTROL
 HX0547  ___________________________________________________________________
 HX0547* NAD 83(1986)-  38 13 09.     (N)    080 05 46.     (W)     SCALED    
 HX0547* NAVD 88     -       647.463  (meters)    2124.22   (feet)  ADJUSTED  
 HX0547  ___________________________________________________________________
 HX0547  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX0547  DYNAMIC HT  -         646.945 (meters)    2122.52  (feet)  COMP
 HX0547  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 HX0547
 HX0547  VERT ORDER  -  FIRST     CLASS II
 HX0547
 HX0547.The horizontal coordinates were scaled from a topographic map and have
 HX0547.an estimated accuracy of +/- 6 seconds.
 HX0547
 HX0547.The orthometric height was determined by differential leveling
 HX0547.and adjusted by the National Geodetic Survey in June 1991..
 HX0547
 HX0547.The geoid height was determined by GEOID03.
 HX0547
 HX0547.The dynamic height is computed by dividing the NAVD 88
 HX0547.geopotential number by the normal gravity value computed on the
 HX0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0547.degrees latitude (g = 980.6199 gals.).
 HX0547
 HX0547.The modeled gravity was interpolated from observed gravity values.
 HX0547
 HX0547;                    North         East    Units  Estimated Accuracy
 HX0547;SPC WV S     -   135,700.      679,150.      MT  (+/- 180 meters Scaled)
 HX0547
 HX0547                          SUPERSEDED SURVEY CONTROL
 HX0547
 HX0547  NGVD 29 (??/??/92)  647.542  (m)         2124.48   (f) ADJ UNCH    1 2
 HX0547
 HX0547.Superseded values are not recommended for survey control.
 HX0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0547.See file dsdata.txt to determine how the superseded data were derived.
 HX0547
 HX0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC791305(NAD 83)
 HX0547_MARKER: DD = SURVEY DISK
 HX0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0547_STAMPING: H I 2123 W VA 1921
 HX0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0547+STABILITY: SURFACE MOTION
 HX0547
 HX0547  HISTORY     - Date     Condition        Report By
 HX0547  HISTORY     - 1921     MONUMENTED       USGS
 HX0547  HISTORY     - 1935     GOOD             NGS
 HX0547  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0547
 HX0547                          STATION DESCRIPTION
 HX0547
 HX0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX0547'AT MARLINTON.
 HX0547'AT MARLINTON, POCAHONTAS COUNTY, 900 FEET WEST OF A POINT 1350
 HX0547'FEET SOUTH OF THE CHESAPEAKE AND OHIO RAILWAY STATION, AT THE
 HX0547'REAR OF THE R.B. SLAVEN HOME, 154 FEET WEST OF THE CENTERLINE
 HX0547'OF A ROAD, AND 6 FEET NORTH OF A SHED.  A UNITED STATES
 HX0547'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H I 2123 W VA 1921 AND
 HX0547'SET IN THE TOP OF A CONCRETE POST.
 HX0547
 HX0547                          STATION RECOVERY (1983)
 HX0547
 HX0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0547'NOT RECOVERED, DESCRIPTION INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3561 ***********************************************************************
 HW3561  DESIGNATION -  HAINES
 HW3561  PID         -  HW3561
 HW3561  STATE/COUNTY-  WV/RANDOLPH
 HW3561  USGS QUAD   -  WHITMER (1995)
 HW3561
 HW3561                         *CURRENT SURVEY CONTROL
 HW3561  ___________________________________________________________________
 HW3561* NAD 83(1995)-  38 51 53.50549(N)    079 34 38.16208(W)     ADJUSTED  
 HW3561* NAVD 88     -      1300.0    (meters)    4265.     (feet)  VERTCON   
 HW3561  ___________________________________________________________________
 HW3561  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 HW3561  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HW3561
 HW3561  HORZ ORDER  -  SECOND
 HW3561
 HW3561.The horizontal coordinates were established by classical geodetic methods
 HW3561.and adjusted by the National Geodetic Survey in April 1998..
 HW3561
 HW3561.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3561
 HW3561.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3561
 HW3561.The geoid height was determined by GEOID03.
 HW3561
 HW3561;                    North         East     Units Scale Factor Converg.
 HW3561;SPC WV S     -   207,934.248   723,474.989   MT  0.99999612   +0 52 46.3
 HW3561;UTM  17      - 4,302,742.159   623,433.652   MT  0.99978761   +0 53 34.3
 HW3561
 HW3561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3561!SPC WV S     -   0.99980088  x   0.99999612  =   0.99979700
 HW3561!UTM  17      -   0.99980088  x   0.99978761  =   0.99958853
 HW3561
 HW3561|---------------------------------------------------------------------|
 HW3561| PID    Reference Object                     Distance      Geod. Az  |
 HW3561|                                                           dddmmss.s |
 HW3561| DC3517 HAINES RM 1                          20.792 METERS 01244     |
 HW3561| DC3518 HAINES RM 2                          18.800 METERS 10000     |
 HW3561| HW3568 GATEWOOD LOOKOUT HOUSE              APPROX.16.3 KM 1820059.4 |
 HW3561| HW3564 BICKLE KNOB LOOKOUT TOWER           APPROX.15.4 KM 3000321.9 |
 HW3561| DC3516 HAINES AZ MK                                       3181132.0 |
 HW3561| HW3562 JOB WV HWY COMM RAD MAST 1956        19.627 METERS 35949     |
 HW3561|---------------------------------------------------------------------|
 HW3561
 HW3561                          SUPERSEDED SURVEY CONTROL
 HW3561
 HW3561  NAD 83(1995)-  38 51 53.51134(N)    079 34 38.17207(W) AD(       ) 2
 HW3561  NAD 83(1986)-  38 51 53.51221(N)    079 34 38.17295(W) AD(       ) 2
 HW3561  NAD 27      -  38 51 53.11770(N)    079 34 38.97670(W) AD(       ) 2
 HW3561  NGVD 29 (07/19/86) 1300.1    (m)         4265.     (f) VERT ANG       
 HW3561
 HW3561.Superseded values are not recommended for survey control.
 HW3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3561.See file dsdata.txt to determine how the superseded data were derived.
 HW3561
 HW3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD2343402742(NAD 83)
 HW3561_MARKER: DS = TRIANGULATION STATION DISK
 HW3561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3561
 HW3561  HISTORY     - Date     Condition        Report By
 HW3561  HISTORY     - 1956     MONUMENTED       CGS
 HW3561  HISTORY     - 20010502 MARK NOT FOUND   WOOLPT
 HW3561
 HW3561                          STATION DESCRIPTION
 HW3561
 HW3561'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3561'STATION IS LOCATED AIRLINE, ABOUT 1 MILE WEST OF JOB, ABOUT 5 MILES
 HW3561'SOUTH-SOUTHWEST OF HARMAN, AND
 HW3561'ABOUT 1 MILE SOUTH OF THE SUMMIT OF RICH MOUNTAIN AT THE POINT WHERE
 HW3561'US HIGHWAY 33 PASSES OVER.  IT IS
 HW3561'ON THE HIGHEST POINT OF HAINES KNOB IN A CLEARED AREA
 HW3561'NEAR A RADIO TOWER.
 HW3561'
 HW3561'THE STATION IS A STANDARD DISK STAMPED HAINES 1956 SET IN TOP OF A
 HW3561'10-INCH SQUARE CONCRETE
 HW3561'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 HW3561'
 HW3561'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HAINES NO 1 1956
 HW3561'SET IN TOP OF A 10-INCH
 HW3561'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 HW3561'GROUND AND IS ABOUT THE SAME
 HW3561'ELEVATION AS THE STATION.  IT IS 2 FEET EAST OF THE NORTHEAST
 HW3561'CORNER OF THE RADIO MAST CONTROL HOUSE.
 HW3561'
 HW3561'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HAINES NO 2 1956
 HW3561'SET IN TOP OF A 10-INCH
 HW3561'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 HW3561'GROUND AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 HW3561'
 HW3561'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAINES 1956 SET IN TOP OF
 HW3561'A 10-INCH SQUARE CONCRETE
 HW3561'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 4
 HW3561'FEET NORTH OF A POWERLINE POLE, 30
 HW3561'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 HW3561'200 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 HW3561'OF THE BRIDGE OVER THE LAUREL FORK RIVER.
 HW3561'
 HW3561'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 33, 219, AND
 HW3561'250 IN THE SOUTH EDGE OF ELKINS,
 HW3561'GO EASTERLY ON US HIGHWAY 33 FOR 16.3 MILES TO A BRIDGE OVER THE
 HW3561'LAUREL FORK RIVER AND THE AZIMUTH
 HW3561'MARK, CONTINUE EASTERLY ON US HIGHWAY 33 FOR 1.7 MILES TO THE
 HW3561'SUMMIT OF RICH MOUNTAIN AND A PAVED SIDE ROAD
 HW3561'RIGHT.  TURN RIGHT OFF THE HIGHWAY AND
 HW3561'FOLLOW THE SIDE ROAD SOUTHERLY FOR 0.15 MILE, TAKE THE RIGHT
 HW3561'FORK, PASSING THROUGH THE LOCKED
 HW3561'GATE AND FOLLOW THE NARROW DIRT ROAD SOUTHERLY FOR 1.5 MILES TO THE
 HW3561'HIGHEST POINT OF HAINES KNOB, A
 HW3561'CLEARING, A RADIO MAST AND THE STATION.
 HW3561'
 HW3561'TO OBTAIN THE KEY TO THE LOCKED GATE, CONTACT THE STATE HIGHWAY
 HW3561'COMMISSION IN ELKINS.
 HW3561'
 HW3561'HEIGHT OF LIGHT ABOVE STATION MARK - 15.70 METERS.
 HW3561
 HW3561                          STATION RECOVERY (2001)
 HW3561
 HW3561'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (EMM)
 HW3561'STATION WAS NOT FOUND, THE SITE APPEARS TO HAVE BEEN REGRADED, RM NO.
 HW3561'1 WAS FOUND AND IS USABLE IS SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2616 ***********************************************************************
 HX2616  DESIGNATION -  HAMEL
 HX2616  PID         -  HX2616
 HX2616  STATE/COUNTY-  WV/JACKSON
 HX2616  USGS QUAD   -  RAVENSWOOD (1994)
 HX2616
 HX2616                         *CURRENT SURVEY CONTROL
 HX2616  ___________________________________________________________________
 HX2616* NAD 83(1986)-  38 53 08.     (N)    081 51 21.     (W)     SCALED    
 HX2616* NAVD 88     -       177.810  (meters)     583.37   (feet)  ADJUSTED  
 HX2616  ___________________________________________________________________
 HX2616  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HX2616  DYNAMIC HT  -         177.696 (meters)     582.99  (feet)  COMP
 HX2616  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 HX2616
 HX2616  VERT ORDER  -  FIRST     CLASS II
 HX2616
 HX2616.The horizontal coordinates were scaled from a topographic map and have
 HX2616.an estimated accuracy of +/- 6 seconds.
 HX2616
 HX2616.The orthometric height was determined by differential leveling
 HX2616.and adjusted by the National Geodetic Survey in June 1991..
 HX2616.WARNING-Repeat measurements at this control monument indicate possible
 HX2616.vertical movement.
 HX2616
 HX2616.The geoid height was determined by GEOID03.
 HX2616
 HX2616.The dynamic height is computed by dividing the NAVD 88
 HX2616.geopotential number by the normal gravity value computed on the
 HX2616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2616.degrees latitude (g = 980.6199 gals.).
 HX2616
 HX2616.The modeled gravity was interpolated from observed gravity values.
 HX2616
 HX2616;                    North         East    Units  Estimated Accuracy
 HX2616;SPC WV S     -   209,630.      525,740.      MT  (+/- 180 meters Scaled)
 HX2616
 HX2616                          SUPERSEDED SURVEY CONTROL
 HX2616
 HX2616  NGVD 29 (??/??/92)  177.988  (m)          583.95   (f) ADJ UNCH    1 2
 HX2616
 HX2616.Superseded values are not recommended for survey control.
 HX2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2616.See file dsdata.txt to determine how the superseded data were derived.
 HX2616
 HX2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD257044(NAD 83)
 HX2616_MARKER: DB = BENCH MARK DISK
 HX2616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2616_SP_SET: FOUNDATION
 HX2616_STAMPING: HAMEL 1933
 HX2616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2616
 HX2616  HISTORY     - Date     Condition        Report By
 HX2616  HISTORY     - 1933     MONUMENTED       CGS
 HX2616  HISTORY     - 1956     GOOD             NGS
 HX2616  HISTORY     - 1984     MARK NOT FOUND   NGS
 HX2616
 HX2616                          STATION DESCRIPTION
 HX2616
 HX2616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2616'AT MILLWOOD.
 HX2616'AT MILLWOOD, ALONG THE BALTIMORE AND OHIO RAILROAD, 130 1/2 FEET
 HX2616'EAST-NORTHEAST OF EAST CORNER OF STATION, 28 FEET
 HX2616'SOUTH-SOUTHEAST OF NEAR RAIL OF MAIN TRACK, IN THE TOP OF THE
 HX2616'NORTHWEST CORNER OF THE CENTER CONCRETE FOUNDATION OF AN
 HX2616'ABANDONED WATER TOWER, 1 FOOT ABOVE GROUND AND ABOUT LEVEL WITH
 HX2616'TRACK.
 HX2616
 HX2616                          STATION RECOVERY (1984)
 HX2616
 HX2616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2616'NOT RECOVERED, THE LOCATION IS NOW A LOADING STATION FOR A LUMBER
 HX2616'COMPANY, LOCATION OF MARK IS NOW COVERED OVER WITH DIRT FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3031 ***********************************************************************
 HX3031  DESIGNATION -  HAMMICK
 HX3031  PID         -  HX3031
 HX3031  STATE/COUNTY-  WV/KANAWHA
 HX3031  USGS QUAD   -  BLUE CREEK (1995)
 HX3031
 HX3031                         *CURRENT SURVEY CONTROL
 HX3031  ___________________________________________________________________
 HX3031* NAD 83(1995)-  38 27 23.84845(N)    081 29 04.39289(W)     ADJUSTED  
 HX3031* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 HX3031  ___________________________________________________________________
 HX3031  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 HX3031  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HX3031
 HX3031  HORZ ORDER  -  FIRST
 HX3031
 HX3031.The horizontal coordinates were established by classical geodetic methods
 HX3031.and adjusted by the National Geodetic Survey in April 1998..
 HX3031
 HX3031.The orthometric height was scaled from a topographic map.
 HX3031
 HX3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3031
 HX3031.The geoid height was determined by GEOID03.
 HX3031
 HX3031;                    North         East     Units Scale Factor Converg.
 HX3031;SPC WV S     -   161,780.675   557,708.574   MT  0.99993693   -0 17 58.4
 HX3031;UTM  17      - 4,256,591.623   457,722.516   MT  0.99962201   -0 18 04.9
 HX3031
 HX3031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3031!SPC WV S     -   0.99994780  x   0.99993693  =   0.99988473
 HX3031!UTM  17      -   0.99994780  x   0.99962201  =   0.99956983
 HX3031
 HX3031:                Primary Azimuth Mark                     Grid Az
 HX3031:SPC WV S     -  CINCINNATI WASH AWY BCN 17               070 29 00.8
 HX3031:UTM  17      -  CINCINNATI WASH AWY BCN 17               070 29 07.3
 HX3031
 HX3031|---------------------------------------------------------------------|
 HX3031| PID    Reference Object                     Distance      Geod. Az  |
 HX3031|                                                           dddmmss.s |
 HX3031| HX3034 CINCINNATI WASH AWY BCN 17          APPROX. 4.7 KM 0701102.4 |
 HX3031| HX3032 BLUE                                APPROX. 1.6 KM 1642533.8 |
 HX3031| DC3521 HAMMICK RM 1                          8.090 METERS 18554     |
 HX3031| DC3522 HAMMICK RM 2                          7.968 METERS 28144     |
 HX3031|---------------------------------------------------------------------|
 HX3031
 HX3031                          SUPERSEDED SURVEY CONTROL
 HX3031
 HX3031  NAD 83(1986)-  38 27 23.85637(N)    081 29 04.39969(W) AD(       ) 1
 HX3031  NAD 27      -  38 27 23.50600(N)    081 29 04.95800(W) AD(       ) 1
 HX3031
 HX3031.Superseded values are not recommended for survey control.
 HX3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3031.See file dsdata.txt to determine how the superseded data were derived.
 HX3031
 HX3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5772356592(NAD 83)
 HX3031_MARKER: DS = TRIANGULATION STATION DISK
 HX3031_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX3031_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX3031
 HX3031  HISTORY     - Date     Condition        Report By
 HX3031  HISTORY     - 1944     MONUMENTED       CGS
 HX3031  HISTORY     - 1956     GOOD             USGS
 HX3031  HISTORY     - 1970     POOR             LOCENG
 HX3031
 HX3031                          STATION DESCRIPTION
 HX3031
 HX3031'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3031'STATION IS LOCATED
 HX3031'ON THE HIGHEST
 HX3031'POINT OF A PROMINENT HILL WOODED ON THE W
 HX3031'SLOPE.  IT IS ABOUT 1 MILE N OF
 HX3031'ELKVIEW AND ABOUT 10 MILES NE
 HX3031'OF CHARLESTON.  IT IS 14 FEET S OF A TRIANGULAR
 HX3031'BLAZE ON A 6-INCH
 HX3031'LOCUST TREE, 37 FEET E OF A TRIANGULAR BLAZE ON A 20-INCH LOCUST
 HX3031'TREE, AND 9
 HX3031'FEET SW OF A WITNESS POST.  THE DISK IS STAMPED
 HX3031'HAMMICK 1944.
 HX3031'
 HX3031'SURFACE-STATION MARK AND REFERENCE MARKS ARE BRONZE DISKS
 HX3031'SET IN CONCRETE AT
 HX3031'THE CENTERS OF THE TOPS OF TILES.  UNDERGROUND
 HX3031'MARK IS A BRONZE DISK SET IN THE TOP
 HX3031'OF A CONCRETE POST.
 HX3031'
 HX3031'REFERENCE MARK 1 IS 19 FEET S OF A 15-INCH OAK TREE AND 21.5
 HX3031'FEET SE OF A
 HX3031'TRIANGULAR BLAZE ON A 20-INCH OAK TREE.  IT IS
 HX3031'STAMPED HAMMICK NO 1 1944.
 HX3031'
 HX3031'REFERENCE MARK 2 IS 18 FEET W OF A TRIANGULAR BLAZE ON AN
 HX3031'8-INCH LOCUST
 HX3031'TREE.  IT IS STAMPED HAMMICK NO 2 1944.
 HX3031'
 HX3031'STATION BLUE WAS USED AS AN AZIMUTH MARK.  IT IS ABOUT 1
 HX3031'MILE S OF THE
 HX3031'STATION, ON THE S SIDE OF U.S. HIGHWAY 119.  IT IS
 HX3031'STAMPED BLUE 1944.
 HX3031'
 HX3031'TO REACH THE STATION FROM THE RAILROAD STATION IN ELKVIEW,
 HX3031'GO NE 0.25 MILE ON
 HX3031'U.S. HIGHWAY 119 TO A SURFACED ROAD LEFT, TAKE
 HX3031'LEFT FORK UP HILL AND GO 1 MILE TO
 HX3031'TOP OF THE RIDGE WHERE A PIPE
 HX3031'LINE CROSSES THE ROAD.  THIS IS THE END OF TRUCK
 HX3031'TRAVEL.  FROM
 HX3031'HERE TURN E AND FOLLOW THE PIPE LINE UP STEEP GRADE ABOUT 0.3
 HX3031'MILE, TURN NE
 HX3031'AND FOLLOW PIPE LINE AND GO 0.2 MILE TO TOP OF THE
 HX3031'GRADE AND STATION.
 HX3031'
 HX3031'TO REACH STATION BLUE FROM THE RAILROAD STATION, GO NE ON
 HX3031'HIGHWAY 119 FOR
 HX3031'0.35 MILE TO STATION ON THE RIGHT, ABOUT 120 FEET
 HX3031'S OF THE RAILROAD TRACKS.
 HX3031'
 HX3031'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HX3031
 HX3031                          STATION RECOVERY (1956)
 HX3031
 HX3031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HX3031'STATION WAS NOT FOUND AFTER AN HOURS SEARCH.  WITNESS POST WAS NOT
 HX3031'FOUND.
 HX3031'
 HX3031'REFERENCE MARK 1 WAS FOUND TO BE DISTURBED.
 HX3031'
 HX3031'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.
 HX3031
 HX3031                          STATION RECOVERY (1970)
 HX3031
 HX3031'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (LC)
 HX3031'HAMMICK 1944 STA FOUND, COULD BE SLIGHTLY DISTURBED.  RM 1 - TOP IS
 HX3031'BROKEN OFF - RM 2 - GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1208 ***********************************************************************
 JW1208  SACS        -  This is a Secondary Airport Control Station.
 JW1208  DESIGNATION -  HANCOCK
 JW1208  PID         -  JW1208
 JW1208  STATE/COUNTY-  WV/MORGAN
 JW1208  USGS QUAD   -  HANCOCK (1971)
 JW1208
 JW1208                         *CURRENT SURVEY CONTROL
 JW1208  ___________________________________________________________________
 JW1208* NAD 83(1995)-  39 41 31.57079(N)    078 11 09.16699(W)     ADJUSTED  
 JW1208* NAVD 88     -       141.352  (meters)     463.75   (feet)  ADJUSTED  
 JW1208  ___________________________________________________________________
 JW1208  X           -   1,006,221.162 (meters)                     COMP
 JW1208  Y           -  -4,810,586.167 (meters)                     COMP
 JW1208  Z           -   4,051,807.013 (meters)                     COMP
 JW1208  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 JW1208  ELLIP HEIGHT-         107.41  (meters)          (12/03/01) GPS OBS
 JW1208  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JW1208  DYNAMIC HT  -         141.271 (meters)     463.49  (feet)  COMP
 JW1208  MODELED GRAV-     980,051.7   (mgal)                       NAVD 88
 JW1208
 JW1208  HORZ ORDER  -  FIRST
 JW1208  VERT ORDER  -  FIRST     CLASS II
 JW1208  ELLP ORDER  -  FOURTH    CLASS I
 JW1208
 JW1208.This mark is at Potomac Airpark  (W35)
 JW1208
 JW1208.The horizontal coordinates were established by GPS observations
 JW1208.and adjusted by the National Geodetic Survey in August 1997..
 JW1208
 JW1208.The orthometric height was determined by differential leveling
 JW1208.and adjusted by the National Geodetic Survey in June 1991..
 JW1208
 JW1208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1208
 JW1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1208
 JW1208.The ellipsoidal height was determined by GPS observations
 JW1208.and is referenced to NAD 83.
 JW1208
 JW1208.The geoid height was determined by GEOID03.
 JW1208
 JW1208.The dynamic height is computed by dividing the NAVD 88
 JW1208.geopotential number by the normal gravity value computed on the
 JW1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1208.degrees latitude (g = 980.6199 gals.).
 JW1208
 JW1208.The modeled gravity was interpolated from observed gravity values.
 JW1208
 JW1208;                    North         East     Units Scale Factor Converg.
 JW1208;SPC WV N     -   133,168.584   712,709.561   MT  0.99994141   +0 50 17.2
 JW1208;SPC PA S     -    39,928.519   562,610.328   MT  1.00004647   -0 16 58.1
 JW1208;SPC PA S     -   130,998.82  1,845,830.72   sFT  1.00004647   -0 16 58.1
 JW1208;SPC MD       -   225,504.852   298,277.437   MT  1.00005133   -0 44 39.5
 JW1208;SPC MD       -   739,843.84    978,598.56   sFT  1.00005133   -0 44 39.5
 JW1208;UTM  17      - 4,397,370.926   741,305.936   MT  1.00031694   +1 47 53.3
 JW1208
 JW1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1208!SPC WV N     -   0.99998315  x   0.99994141  =   0.99992456
 JW1208!SPC PA S     -   0.99998315  x   1.00004647  =   1.00002962
 JW1208!SPC MD       -   0.99998315  x   1.00005133  =   1.00003448
 JW1208!UTM  17      -   0.99998315  x   1.00031694  =   1.00030008
 JW1208
 JW1208:                Primary Azimuth Mark                     Grid Az
 JW1208:SPC WV N     -  HANCOCK AZ MK                            084 25 05.4
 JW1208:SPC PA S     -  HANCOCK AZ MK                            085 32 20.7
 JW1208:SPC MD       -  HANCOCK AZ MK                            086 00 02.1
 JW1208:UTM  17      -  HANCOCK AZ MK                            083 27 29.3
 JW1208
 JW1208|---------------------------------------------------------------------|
 JW1208| PID    Reference Object                     Distance      Geod. Az  |
 JW1208|                                                           dddmmss.s |
 JW1208| CJ9934 HANCOCK AZ MK                                      0851522.6 |
 JW1208| JW1209 HANCOCK AZ MK 2                     380.934 METERS 18618     |
 JW1208| CJ9935 HANCOCK RM 1                         23.417 METERS 23358     |
 JW1208| CJ9937 HANCOCK RM 3                         30.760 METERS 24829     |
 JW1208| CJ9938 HANCOCK RM 4                         44.428 METERS 31445     |
 JW1208| CJ9936 HANCOCK RM 2                         10.256 METERS 33147     |
 JW1208|---------------------------------------------------------------------|
 JW1208
 JW1208                          SUPERSEDED SURVEY CONTROL
 JW1208
 JW1208  ELLIP H (08/27/97)  107.39   (m)                       GP(       ) 4 1
 JW1208  NAD 83(1995)-  39 41 31.57409(N)    078 11 09.17497(W) AD(       ) 2
 JW1208  ELLIP H (01/27/92)  107.18   (m)                       GP(       ) 4 1
 JW1208  NAD 83(1986)-  39 41 31.57123(N)    078 11 09.17193(W) AD(       ) 2
 JW1208  NAD 27      -  39 41 31.23400(N)    078 11 10.15100(W) AD(       ) 2
 JW1208  NGVD 29 (03/22/89)  141.55   (m)          464.4    (f) LEVELING    3  
 JW1208
 JW1208.Superseded values are not recommended for survey control.
 JW1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1208.See file dsdata.txt to determine how the superseded data were derived.
 JW1208
 JW1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4130697371(NAD 83)
 JW1208_MARKER: DS = TRIANGULATION STATION DISK
 JW1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1208_SP_SET: CONCRETE POST
 JW1208_STAMPING: HANCOCK 1955
 JW1208_MARK LOGO: CGS   
 JW1208_PROJECTION: FLUSH
 JW1208_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1208+STABILITY: SURFACE MOTION
 JW1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1208+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 JW1208
 JW1208  HISTORY     - Date     Condition        Report By
 JW1208  HISTORY     - 1955     MONUMENTED       CGS
 JW1208  HISTORY     - 1974     GOOD             NGS
 JW1208  HISTORY     - 1979     GOOD             NGS
 JW1208  HISTORY     - 1983     GOOD             NGS
 JW1208  HISTORY     - 1987     GOOD             NGS
 JW1208  HISTORY     - 19880915 GOOD             NGS
 JW1208  HISTORY     - 19890207 GOOD
 JW1208  HISTORY     - 19950605 GOOD             NGS
 JW1208  HISTORY     - 19960805 GOOD             NGS
 JW1208  HISTORY     - 20040917 GOOD             GEOCAC
 JW1208
 JW1208                          STATION DESCRIPTION
 JW1208
 JW1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 JW1208'THE STATION IS ABOUT 1/2 MILE SOUTH OF HANCOCK, MARYLAND, AND 1/2
 JW1208'MILE WEST OF THE BALTIMORE AND
 JW1208'OHIO RAILROAD DEPOT.  IT IS ABOUT 25 YARDS EAST OF THE CENTER OF A
 JW1208'BRIDGE SPANNING THE POTOMAC RIVER,
 JW1208'16 FEET SOUTH OF THE CENTER OF A PAVED ROAD LEADING TO THE
 JW1208'DEPOT, 7.7 FEET EAST OF THE EAST END OF THE
 JW1208'EAST APPROACH TO THE BRIDGE AND 3 FEET NORTH
 JW1208'OF A GUARD RAIL ANCHOR POST.
 JW1208'
 JW1208'TO REACH THE STATION FROM THE NORTH END OF THE POTOMAC RIVER BRIDGE
 JW1208'IN HANCOCK MARYLAND, GO
 JW1208'SOUTH ON THE BRIDGE AND U.S. HIGHWAY 522 FOR 0.55 MILE TO THE EAST
 JW1208'APPROACH TO THE BRIDGE ON THE LEFT,
 JW1208'TURN LEFT AND GO EAST ABOUT 25 YARDS TO THE STATION ON THE
 JW1208'RIGHT, CONTINUE EAST ON THE PAVED ROAD FOR
 JW1208'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JW1208'
 JW1208'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED HANCOCK
 JW1208'1955.
 JW1208'
 JW1208'REFERENCE MARK 1 IS SET IN A DRILLED HOLE IN THE EAST WALK OF THE
 JW1208'MAIN BRIDGE, AND THE DISK IS
 JW1208'STAMPED HANCOCK NO 1 1955.
 JW1208'
 JW1208'REFERENCE MARK 2 IS SET IN A DRILLED HOLE IN THE NORTH WALK OF THE
 JW1208'EAST APPROACH TO THE BRIDGE,
 JW1208'AND THE DISK IS STAMPED HANCOCK NO 2 1955.
 JW1208'
 JW1208'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTER OF THE PAVED ROAD, 7
 JW1208'FEET WEST OF A TELEPHONE POLE
 JW1208'AND 2 FEET NORTHWEST OF A 4 BY 4 INCH WHITE WITNESS POST.  THE MARK
 JW1208'PROJECTS 4 INCHES, AND THE DISK IS
 JW1208'STAMPED HANCOCK 1955.
 JW1208
 JW1208                          STATION RECOVERY (1974)
 JW1208
 JW1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JW1208'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 JW1208'AS DESCRIBED IN THE 1955 DESCRIPTION.  THE RAILROAD DEPOT IN THE
 JW1208'AREA OF THE STATION IS NOW ABANDONED.
 JW1208'
 JW1208'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ACROSS RIVER FROM
 JW1208'HANCOCK, MARYLAND.
 JW1208
 JW1208                          STATION RECOVERY (1979)
 JW1208
 JW1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 JW1208'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 JW1208'GOOD CONDITION.  NO EVIDENCE OF THE AZIMUTH MARK WAS FOUND AND IT IS
 JW1208'BELIEVED DESTROYED BY ROAD WORK.  BOTH REFERENCE MARKS WERE IN THE
 JW1208'AREA OF CONSTRUCTION OF A NEW BRIDGE DECK.  TWO NEW REFERENCE MARKS
 JW1208'AND A NEW AZIMUTH MARK WAS ESTABLISHED.
 JW1208'
 JW1208'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JW1208'
 JW1208'THE STATION IS LOCATED 1/2 MILE SOUTH OF HANCOCK, 1/2 MILE WEST OF
 JW1208'THE HANCOCK OHIO RAILROAD DEPOT AND 25 YARDS EAST OF THE BRIDGE FOR
 JW1208'U.S. HIGHWAY 522 WHERE IT CROSSES THE POTOMAC RIVER.  IT IS ON ROAD
 JW1208'RIGHT-OF-WAY, AND AT A T-INTERSECT OF U.S. HIGHWAY 522 AND AIRPORT
 JW1208'ROAD.
 JW1208'
 JW1208'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 70
 JW1208'AND U.S. HIGHWAY 522 WHICH IS JUST NORTH OF HANCOCK, GO SOUTH ON U.S.
 JW1208'HIGHWAY 522 FOR 1.2 MILES TO AIRPORT ROAD ON THE LEFT AND THE STATION
 JW1208'IN THE SOUTHEAST ANGLE OF THE INTERSECTION AND IN THE APPROXIMATE
 JW1208'CENTER OF THE BRIDGE.
 JW1208'
 JW1208'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 JW1208'STAMPED---HANCOCK 1955---LOCATED 25.3 METERS (83 FEET) E FROM THE
 JW1208'CENTER OF U.S. HIGHWAY 522, 4.6 METERS (15 FEET) S FROM THE CENTER OF
 JW1208'AIRPORT ROAD, 2.7 METERS (9 FEET) SW FROM THE SW BANISTER OF THE ROAD
 JW1208'T-JUNCTION ON BRIDGE, 0.6 METER (2 FEET) S FROM THE SOUTH GUARDRAIL
 JW1208'OF THE ROAD LEADING EAST, AND 0.3 METER (1 FOOT) E FROM A WITNESS
 JW1208'POST.
 JW1208'
 JW1208'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JW1208'STAMPED---HANCOCK 1955 NO 3 1978---CEMENTED IN A DRILL HOLE IN THE
 JW1208'WEST BANISTER OF THE BRIDGE.  IT PROJECTS 3 FEET ABOVE THE BRIDGE
 JW1208'DECK AND IS LOCATED 30.5 METERS (100 FEET) WSW FROM THE WITNESS POST,
 JW1208'14.3 METERS (47 FEET) S FROM THE CENTER OF AIRPORT ROAD, 4.9 METERS
 JW1208'(16 FEET) W FROM THE CENTER OF U.S. HIGHWAY 522, AND 1.5 METERS (5
 JW1208'FEET) HIGHER THAN THE STATION.
 JW1208'
 JW1208'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JW1208'STAMPED---HANCOCK 1955 NO 4 1978---CEMENTED IN A DRILL HOLE IN THE
 JW1208'WEST BANISTER OF THE BRIDGE.  IT PROJECTS 3 FEET ABOVE THE BRIDGE
 JW1208'DECK AND IS LOCATED 44.2 METERS (145 FEET) NW FROM THE WITNESS POST,
 JW1208'27.7 METERS (91 FEET) N FROM AIRPORT ROAD, 4.9 METERS (16 FEET) W
 JW1208'FROM THE CENTER OF U.S. HIGHWAY 522, AND 1.5 METERS (5 FEET) HIGHER
 JW1208'THAN THE STATION.
 JW1208'
 JW1208'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JW1208'STAMPED---HANCOCK 1955 AZ 2 1978---CEMENTED IN A DRILL HOLE IN THE
 JW1208'SOUTHEAST PART OF A HEADWALL FOR A CATCH BASIN.  MARK IS LOCATED 10.4
 JW1208'METERS (34 FEET) SE FROM THE CENTER OF U.S. HIGHWAY 522, 1.2 METERS
 JW1208'(4 FEET) NW FROM A ROCK LEDGE, 0.9 METER (3 FEET) SE FROM THE
 JW1208'NORTHWEST EDGE OF THE CATCH BASIN, AND 0.3 METER (1 FOOT) W FROM A
 JW1208'WITNESS POST.
 JW1208'
 JW1208'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. HIGHWAY
 JW1208'522 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 JW1208
 JW1208                          STATION RECOVERY (1983)
 JW1208
 JW1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW1208'0.6 KM (0.4 MI) SOUTH FROM HANCOCK.
 JW1208'0.6 KM (0.4 MI) SOUTH ALONG U.S. HIGHWAY 552 FROM THE NORTH END OF THE
 JW1208'HIGHWAY BRIDGE OVER THE POTOMAC RIVER IN HANCOCK TO THE MARK ON THE
 JW1208'LEFT, AT THE JUNCTION OF A PAVED ROAD LEADING EAST, 5.48 METERS
 JW1208'(18.0 FT) SOUTH OF THE CENTER OF THE ROAD, 0.61 METER (2.0 FT) SOUTH
 JW1208'OF A METAL GUARDRAIL.
 JW1208'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 JW1208'THE MARK IS ABOVE LEVEL WITH ROAD.
 JW1208
 JW1208                          STATION RECOVERY (1987)
 JW1208
 JW1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 JW1208'THE STATION WAS RECOVERED AT THIS DATE.
 JW1208'OTHER MARKS NOT SEARCHED FOR.
 JW1208'
 JW1208'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 JW1208'SOUTH OF HANCOCK, MD, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A
 JW1208'SIDE ROAD LEADING EAST OFF OF A LONG BRIDGE OVER THE POTOMAC RIVER
 JW1208'AND RAILROAD TRACKS.
 JW1208'OWNERSHIP--WEST VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION.
 JW1208'
 JW1208'TO REACH THE STATION FROM THE NORTH END OF THE US HIGHWAY 522
 JW1208'BRIDGE OVER THE POTOMAC RIVER AT HANCOCK, MD, GO
 JW1208'SOUTH FOR 0.6 KM (0.4 MI) ON HIGHWAY 522 TO A PAVED ROAD ON THE
 JW1208'LEFT LEADING EAST OFF THE BRIDGE.
 JW1208'TURN LEFT AND GO EAST FOR 25.0 METERS (80.0 FT) ON THE PAVED ROAD TO
 JW1208'THE STATION ON THE RIGHT.
 JW1208'
 JW1208'THE STATION IS A STANDARD CGS DISK
 JW1208'STAMPED---HANCOCK 1955---,
 JW1208'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JW1208'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JW1208'24.3 METERS (79.7 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 JW1208'5.0 METERS (16.4 FT) SOUTH FROM THE CENTER OF THE PAVED ROAD,
 JW1208'3.1 METERS (10.2 FT) SOUTHEAST FROM THE SOUTHEAST END OF THE
 JW1208'CONCRETE BRIDGE RAILING,
 JW1208'1.7 METERS (5.6 FT) NORTH FROM A 1.2 METER HIGH TRIANGULAR CONCRETE
 JW1208'POST,
 JW1208'0.6 METERS (2.0 FT) SOUTHWEST FROM A GUARDRAIL, AND
 JW1208'0.3 METERS (1.0 FT) SOUTHEAST FROM A METAL WITNESS POST.
 JW1208'
 JW1208'DESCRIBED BY G. R. HEID, TYPED BY C. L. SMITH.
 JW1208
 JW1208                          STATION RECOVERY (1988)
 JW1208
 JW1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JW1208'RECOVERED IN GOOD CONDITION.
 JW1208
 JW1208                          STATION RECOVERY (1989)
 JW1208
 JW1208'RECOVERED 1989
 JW1208'RECOVERED IN GOOD CONDITION.
 JW1208
 JW1208                          STATION RECOVERY (1995)
 JW1208
 JW1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DMM)
 JW1208'RECOVERED AS DESCRIBED BY GRH IN 1987.
 JW1208
 JW1208                          STATION RECOVERY (1996)
 JW1208
 JW1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 JW1208'RECOVERED AS DESCRIBED IN 1995.
 JW1208
 JW1208                          STATION RECOVERY (2004)
 JW1208
 JW1208'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JW1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1209 ***********************************************************************
 JW1209  DESIGNATION -  HANCOCK AZ MK 2
 JW1209  PID         -  JW1209
 JW1209  STATE/COUNTY-  WV/MORGAN
 JW1209  USGS QUAD   -  HANCOCK (1971)
 JW1209
 JW1209                         *CURRENT SURVEY CONTROL
 JW1209  ___________________________________________________________________
 JW1209* NAD 83(1995)-  39 41 19.29384(N)    078 11 10.91997(W)     ADJUSTED  
 JW1209* NAVD 88     -       157.582  (meters)     517.00   (feet)  ADJUSTED  
 JW1209  ___________________________________________________________________
 JW1209  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 JW1209  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JW1209  DYNAMIC HT  -         157.492 (meters)     516.71  (feet)  COMP
 JW1209  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 JW1209
 JW1209  HORZ ORDER  -  THIRD
 JW1209  VERT ORDER  -  FIRST     CLASS II
 JW1209
 JW1209.The horizontal coordinates were established by classical geodetic methods
 JW1209.and adjusted by the National Geodetic Survey in April 1998..
 JW1209.No horizontal observational check was made to the station.
 JW1209
 JW1209.The orthometric height was determined by differential leveling
 JW1209.and adjusted by the National Geodetic Survey in June 1991..
 JW1209
 JW1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1209
 JW1209.The geoid height was determined by GEOID03.
 JW1209
 JW1209.The dynamic height is computed by dividing the NAVD 88
 JW1209.geopotential number by the normal gravity value computed on the
 JW1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1209.degrees latitude (g = 980.6199 gals.).
 JW1209
 JW1209.The modeled gravity was interpolated from observed gravity values.
 JW1209
 JW1209;                    North         East     Units Scale Factor Converg.
 JW1209;SPC WV N     -   132,789.399   712,673.336   MT  0.99994134   +0 50 16.1
 JW1209;SPC PA S     -    39,550.075   562,566.688   MT  1.00004726   -0 16 59.2
 JW1209;SPC PA S     -   129,757.20  1,845,687.54   sFT  1.00004726   -0 16 59.2
 JW1209;SPC MD       -   225,126.771   298,230.750   MT  1.00005048   -0 44 40.6
 JW1209;SPC MD       -   738,603.41    978,445.39   sFT  1.00005048   -0 44 40.6
 JW1209;UTM  17      - 4,396,991.045   741,276.058   MT  1.00031676   +1 47 51.7
 JW1209
 JW1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1209!SPC WV N     -   0.99998061  x   0.99994134  =   0.99992195
 JW1209!SPC PA S     -   0.99998061  x   1.00004726  =   1.00002787
 JW1209!SPC MD       -   0.99998061  x   1.00005048  =   1.00003109
 JW1209!UTM  17      -   0.99998061  x   1.00031676  =   1.00029736
 JW1209
 JW1209                          SUPERSEDED SURVEY CONTROL
 JW1209
 JW1209  NAD 83(1995)-  39 41 19.29715(N)    078 11 10.92797(W) AD(       ) 3
 JW1209  NAD 83(1986)-  39 41 19.29429(N)    078 11 10.92489(W) AD(       ) 3
 JW1209  NAD 27      -  39 41 18.95692(N)    078 11 11.90421(W) AD(       ) 3
 JW1209
 JW1209.Superseded values are not recommended for survey control.
 JW1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1209.See file dsdata.txt to determine how the superseded data were derived.
 JW1209
 JW1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4127696991(NAD 83)
 JW1209_MARKER: DZ = AZIMUTH MARK DISK
 JW1209_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JW1209_SP_SET: HEADWALL
 JW1209_STAMPING: HANCOCK AZ 2 1955 1978
 JW1209_MARK LOGO: NGS   
 JW1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1209+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 JW1209
 JW1209  HISTORY     - Date     Condition        Report By
 JW1209  HISTORY     - 1978     MONUMENTED       NGS
 JW1209  HISTORY     - 1983     GOOD             NGS
 JW1209  HISTORY     - 20040917 GOOD             GEOCAC
 JW1209
 JW1209                          STATION DESCRIPTION
 JW1209
 JW1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1209'1.0 KM (0.6 MI) SOUTH FROM HANCOCK.
 JW1209'1.0 KM (0.6 MI) SOUTH ALONG U.S. HIGHWAY 522 FROM THE NORTH END OF THE
 JW1209'HIGHWAY BRIDGE OVER THE POTOMAC RIVER IN HANCOCK TO THE MARK ON THE
 JW1209'LEFT, IN TOP AND CENTERED IN THE EAST HEADWALL OF A STORM DRAIN,
 JW1209'8.38 METERS (27.5 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 JW1209'THE HIGHWAY.
 JW1209'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 JW1209'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JW1209
 JW1209                          STATION RECOVERY (2004)
 JW1209
 JW1209'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JW1209'DUE TO REPEATED REPAVING OF HIGHWAY 522, THE MARK IS SLIGHTLY BELOW
 JW1209'LEVEL WITH THE HIGHWAY, OTHERWISE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1732 ***********************************************************************
 HX1732  DESIGNATION -  HAND
 HX1732  PID         -  HX1732
 HX1732  STATE/COUNTY-  WV/ROANE
 HX1732  USGS QUAD   -  KETTLE (1975)
 HX1732
 HX1732                         *CURRENT SURVEY CONTROL
 HX1732  ___________________________________________________________________
 HX1732* NAD 83(1995)-  38 36 03.45345(N)    081 23 22.95550(W)     ADJUSTED  
 HX1732* NAVD 88     -       327.565  (meters)    1074.69   (feet)  ADJUSTED  
 HX1732  ___________________________________________________________________
 HX1732  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 HX1732  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HX1732  DYNAMIC HT  -         327.338 (meters)    1073.94  (feet)  COMP
 HX1732  MODELED GRAV-     979,925.6   (mgal)                       NAVD 88
 HX1732
 HX1732  HORZ ORDER  -  SECOND
 HX1732  VERT ORDER  -  SECOND    CLASS 0
 HX1732
 HX1732.The horizontal coordinates were established by classical geodetic methods
 HX1732.and adjusted by the National Geodetic Survey in April 1998..
 HX1732
 HX1732.The orthometric height was determined by differential leveling
 HX1732.and adjusted by the National Geodetic Survey in June 1991..
 HX1732
 HX1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1732
 HX1732.The geoid height was determined by GEOID03.
 HX1732
 HX1732.The dynamic height is computed by dividing the NAVD 88
 HX1732.geopotential number by the normal gravity value computed on the
 HX1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1732.degrees latitude (g = 980.6199 gals.).
 HX1732
 HX1732.The modeled gravity was interpolated from observed gravity values.
 HX1732
 HX1732;                    North         East     Units Scale Factor Converg.
 HX1732;SPC WV S     -   177,762.686   566,053.765   MT  0.99995204   -0 14 27.3
 HX1732;UTM  17      - 4,272,568.126   466,065.557   MT  0.99961418   -0 14 35.3
 HX1732
 HX1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1732!SPC WV S     -   0.99995382  x   0.99995204  =   0.99990586
 HX1732!UTM  17      -   0.99995382  x   0.99961418  =   0.99956802
 HX1732
 HX1732|---------------------------------------------------------------------|
 HX1732| PID    Reference Object                     Distance      Geod. Az  |
 HX1732|                                                           dddmmss.s |
 HX1732| HX1733 HAND RM 1                            22.585 METERS 12849     |
 HX1732| HX1734 LEFT AZ                             362.108 METERS 17409     |
 HX1732| HX1775 LEFT                                132.446 METERS 25131     |
 HX1732|---------------------------------------------------------------------|
 HX1732
 HX1732                          SUPERSEDED SURVEY CONTROL
 HX1732
 HX1732  NAD 83(1986)-  38 36 03.46083(N)    081 23 22.96208(W) AD(       ) 2
 HX1732  NAD 27      -  38 36 03.12100(N)    081 23 23.52900(W) AD(       ) 2
 HX1732  NGVD 29 (??/??/92)  327.729  (m)         1075.22   (f) ADJ UNCH    2 0
 HX1732
 HX1732.Superseded values are not recommended for survey control.
 HX1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1732.See file dsdata.txt to determine how the superseded data were derived.
 HX1732
 HX1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6606672568(NAD 83)
 HX1732_MARKER: DS = TRIANGULATION STATION DISK
 HX1732_SETTING: 66 = SET IN ROCK OUTCROP
 HX1732_SP_SET: ROCK OUTCROP
 HX1732_STAMPING: HAND 1944
 HX1732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1732+STABILITY: POSITION/ELEVATION WELL
 HX1732
 HX1732  HISTORY     - Date     Condition        Report By
 HX1732  HISTORY     - 1944     MONUMENTED       CGS
 HX1732  HISTORY     - 1956     GOOD             NGS
 HX1732  HISTORY     - 1973     GOOD             LOCSUR
 HX1732  HISTORY     - 1978     GOOD             NGS
 HX1732  HISTORY     - 1981     MARK NOT FOUND   WVHD
 HX1732
 HX1732                          STATION DESCRIPTION
 HX1732
 HX1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX1732'STATION IS LOCATED ON
 HX1732'THE E SIDE OF U.S.
 HX1732'HIGHWAY 119, ON A HIGH RIDGE KNOWN AS MT. WELCOME
 HX1732'HILL.  IT IS 47 FEET E OF THE
 HX1732'INTERSECTION OF THE HIGHWAY
 HX1732'AND A SURFACED ROAD RIGHT, 12 FEET NW OF A SIGN
 HX1732'READING MT. WELCOME
 HX1732'HILL ELEV. 893 FEET, AND 57 FEET NE OF THE NE CORNER OF A
 HX1732'SERVICE
 HX1732'STATION.  THE DISK IS STAMPED HAND 1944.
 HX1732'
 HX1732'STATION AND REFERENCE MARK 1 ARE BRONZE DISKS SET IN DRILL
 HX1732'HOLES IN BOULDERS.
 HX1732'
 HX1732'REFERENCE MARK 1 IS 74.1 FEET EAST OF THE STATION, 16.5 FEET
 HX1732'S OF THE CENTER
 HX1732'LINE OF THE ROAD, AND 20 FEET NW OF THE NW CORNER
 HX1732'OF A 3-CAR FRAME GARAGE.  IT IS
 HX1732'STAMPED HAND NO 1 1944.
 HX1732'
 HX1732'THE AZIMUTH MARK TO TRIANGULATION STATION LEFT WAS USED FOR
 HX1732'THIS STATION AND
 HX1732'IS 0.3 MILE BY ROAD S OF THE STATION, ON THE W
 HX1732'SIDE OF THE HWY.  IT IS 20 FEET W
 HX1732'OF THE CENTER LINE OF THE HIGHWAY,
 HX1732'2 FEET W OF GUARDRAIL, 5 FEET S OF A WITNESS POST,
 HX1732'AND 5 FEET
 HX1732'N OF A HIGHWAY WARNING SIGN.  IT IS STAMPED LEFT 1944.
 HX1732'
 HX1732'TO REACH THE STATION FROM WALTON, GO S ON U.S. HIGHWAY 119 FOR
 HX1732'3.35 MILES TO TOP
 HX1732'OF MT. WELCOME HILL AND STATION, CONTINUE 0.3
 HX1732'MILE TO AZIMUTH MARK (LEFT) ON THE
 HX1732'RIGHT.
 HX1732'
 HX1732'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HX1732
 HX1732                          STATION RECOVERY (1956)
 HX1732
 HX1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HX1732'AT MT WELCOME.
 HX1732'AT MT. WELCOME, AT THE TOP OF GRADE ON STATE HIGHWAY 114, 21 FEET
 HX1732'NORTH OF CENTER LINE OF HIGHWAY, 74 FEET NORTHWEST AND ACROSS
 HX1732'HIGHWAY FROM RM NO. 1, 25 FEET SOUTH-SOUTHEAST OF THE WEST POLE
 HX1732'OF TWIN POWER TRANSMISSION LINE POLE, 39 1/2 FEET WEST-NORTHWEST
 HX1732'OF A SIGN MT. WELCOME - ELEV 893 FT, IN THE TOP OF A ROCK OUTCROP
 HX1732'IN CUT, 2 FEET NORTH OF SOUTH EDGE OF OUTCROP, 3 FEET NORTHEAST
 HX1732'OF SOUTHWEST CORNER OF OUTCROP AND ABOUT 3 1/2 FEET ABOVE LEVEL
 HX1732'OF HIGHWAY.
 HX1732
 HX1732                          STATION RECOVERY (1973)
 HX1732
 HX1732'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (LGS)
 HX1732'HAND RECOVERED GOOD-RECOVERED AS DESCRIBED.
 HX1732'
 HX1732'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MT. WELCOME ON E SIDE
 HX1732'U.S. 119.
 HX1732
 HX1732                          STATION RECOVERY (1978)
 HX1732
 HX1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HX1732'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 HX1732
 HX1732                          STATION RECOVERY (1981)
 HX1732
 HX1732'RECOVERY NOTE BY WEST VIRGINIA HIGHWAY DEPARTMENT 1981 (CHB)
 HX1732'HAND 1944 DESTROYED DUE TO ROAD CONSTRUCTION.
 HX1732'
 HX1732'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5 MI SOUTHEASTERLY
 HX1732'FROM WALTON, W. VA. ON U.S. ROUTE 119 NEAR INTERSECTION OF W. VA.
 HX1732'COUNTY ROAD NO. 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1733 ***********************************************************************
 HX1733  DESIGNATION -  HAND RM 1
 HX1733  PID         -  HX1733
 HX1733  STATE/COUNTY-  WV/ROANE
 HX1733  USGS QUAD   -  KETTLE (1975)
 HX1733
 HX1733                         *CURRENT SURVEY CONTROL
 HX1733  ___________________________________________________________________
 HX1733* NAD 83(1986)-  38 36 03.     (N)    081 23 22.     (W)     SCALED    
 HX1733* NAVD 88     -       325.644  (meters)    1068.38   (feet)  ADJUSTED  
 HX1733  ___________________________________________________________________
 HX1733  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HX1733  DYNAMIC HT  -         325.418 (meters)    1067.64  (feet)  COMP
 HX1733  MODELED GRAV-     979,925.6   (mgal)                       NAVD 88
 HX1733
 HX1733  VERT ORDER  -  SECOND    CLASS 0
 HX1733
 HX1733.The horizontal coordinates were scaled from a topographic map and have
 HX1733.an estimated accuracy of +/- 6 seconds.
 HX1733
 HX1733.The orthometric height was determined by differential leveling
 HX1733.and adjusted by the National Geodetic Survey in June 1991..
 HX1733
 HX1733.The geoid height was determined by GEOID03.
 HX1733
 HX1733.The dynamic height is computed by dividing the NAVD 88
 HX1733.geopotential number by the normal gravity value computed on the
 HX1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1733.degrees latitude (g = 980.6199 gals.).
 HX1733
 HX1733.The modeled gravity was interpolated from observed gravity values.
 HX1733
 HX1733;                    North         East    Units  Estimated Accuracy
 HX1733;SPC WV S     -   177,750.      566,080.      MT  (+/- 180 meters Scaled)
 HX1733
 HX1733                          SUPERSEDED SURVEY CONTROL
 HX1733
 HX1733  NGVD 29 (??/??/92)  325.808  (m)         1068.92   (f) ADJ UNCH    2 0
 HX1733
 HX1733.Superseded values are not recommended for survey control.
 HX1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1733.See file dsdata.txt to determine how the superseded data were derived.
 HX1733
 HX1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC660725(NAD 83)
 HX1733_MARKER: DR = REFERENCE MARK DISK
 HX1733_SETTING: 66 = SET IN ROCK OUTCROP
 HX1733_SP_SET: ROCK OUTCROP
 HX1733_STAMPING: HAND NO 1 1944
 HX1733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1733+STABILITY: POSITION/ELEVATION WELL
 HX1733
 HX1733  HISTORY     - Date     Condition        Report By
 HX1733  HISTORY     - 1944     MONUMENTED       CGS
 HX1733  HISTORY     - 1956     GOOD             NGS
 HX1733
 HX1733                          STATION DESCRIPTION
 HX1733
 HX1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1733'AT MT WELCOME.
 HX1733'AT MT. WELCOME, ALONG STATE HIGHWAY 14, 30 YARDS SOUTHEAST OF
 HX1733'THE TOP OF HIGHWAY GRADE, 17 1/2 FEET SOUTH OF CENTER LINE OF
 HX1733'HIGHWAY, 49 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF A STORE
 HX1733'AND HOUSE BUILT WITH COMBINATION FRAME, ASBESTOS AND CONCRETE
 HX1733'BLOCK, 11 1/2 FEET EAST OF POWER POLE NO. 1035 C 27, 74 FEET
 HX1733'SOUTHEAST AND ACROSS HIGHWAY FROM STATION MARK, IN THE TOP AND 1
 HX1733'FOOT NORTH OF SOUTH END OF A 4 BY 2-FOOT ROCK OUTCROP AND ABOUT
 HX1733'1/3 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1970 ***********************************************************************
 JX1970  DESIGNATION -  HANNA COAL CO MARK NEAR CULLEY
 JX1970  PID         -  JX1970
 JX1970  STATE/COUNTY-  WV/MARSHALL
 JX1970  USGS QUAD   -  CAMERON (1988)
 JX1970
 JX1970                         *CURRENT SURVEY CONTROL
 JX1970  ___________________________________________________________________
 JX1970* NAD 83(1995)-  39 48 17.19647(N)    080 33 04.92668(W)     ADJUSTED  
 JX1970* NAVD 88     -       483.     (meters)    1585.     (feet)  SCALED    
 JX1970  ___________________________________________________________________
 JX1970  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 JX1970  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JX1970
 JX1970  HORZ ORDER  -  SECOND
 JX1970
 JX1970.The horizontal coordinates were established by classical geodetic methods
 JX1970.and adjusted by the National Geodetic Survey in April 1998..
 JX1970
 JX1970.The orthometric height was scaled from a topographic map.
 JX1970
 JX1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1970
 JX1970.The geoid height was determined by GEOID03.
 JX1970
 JX1970;                    North         East     Units Scale Factor Converg.
 JX1970;SPC WV N     -   145,380.472   509,971.388   MT  0.99994560   -0 40 13.9
 JX1970;SPC PA S     -    56,151.579   360,135.298   MT  1.00002259   -1 49 03.0
 JX1970;SPC PA S     -   184,223.97  1,181,543.89   sFT  1.00002259   -1 49 03.0
 JX1970;UTM  17      - 4,406,185.972   538,403.953   MT  0.99961816   +0 17 13.9
 JX1970
 JX1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1970!SPC WV N     -   0.99992948  x   0.99994560  =   0.99987509
 JX1970!SPC PA S     -   0.99992948  x   1.00002259  =   0.99995207
 JX1970!UTM  17      -   0.99992948  x   0.99961816  =   0.99954767
 JX1970
 JX1970                          SUPERSEDED SURVEY CONTROL
 JX1970
 JX1970  NAD 83(1986)-  39 48 17.20316(N)    080 33 04.93461(W) AD(       ) 2
 JX1970  NAD 27      -  39 48 16.92050(N)    080 33 05.66580(W) AD(       ) 2
 JX1970
 JX1970.Superseded values are not recommended for survey control.
 JX1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1970.See file dsdata.txt to determine how the superseded data were derived.
 JX1970
 JX1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE3840406186(NAD 83)
 JX1970_MARKER: I = METAL ROD
 JX1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1970_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1970+STABILITY: SURFACE MOTION
 JX1970
 JX1970  HISTORY     - Date     Condition        Report By
 JX1970  HISTORY     - 1963     MONUMENTED       CGS
 JX1970
 JX1970                          STATION DESCRIPTION
 JX1970
 JX1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1970'NO MEASUREMENT BETWEEN RMS BECAUSE OF DIFFERENCE IN ELEVATION.
 JX1970'
 JX1970'THE STATION IS LOCATED ON A HIGH ROUND TOP HILL KNOWN AS CULLEY HILL.
 JX1970'IT IS 1-1/2 MILES SOUTH
 JX1970'SOUTHEAST OF CAMERON, ABOUT 1-1/2 MILES WEST OF THE PENNSYLVANIA-WEST
 JX1970'VIRGINIA STATE LINE, 300 FEET EAST OF
 JX1970'US HIGHWAY 250 AND ON THE PROPERTY OF MR. WILLIAM
 JX1970'MATHEWS.
 JX1970'
 JX1970'TO REACH THE STATION FROM THE RAIL ROAD DEPOT IN CAMERON.  GO
 JX1970'SOUTHEASTERLY ON US HIGHWAY
 JX1970'250 FOR 1.85 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 JX1970'SOUTHERLY 0.85 MILE TO A LARGE
 JX1970'WHITE HOUSE ON THE RIGHT.  CONTINUE SOUTHERLY FOR 0.2 MILE TO THE
 JX1970'STATION ON THE LEFT.
 JX1970'
 JX1970'HANNA COAL CO. MARK IS A 1 INCH STEEL PIN SET IN THE TOP OF A 6 INCH
 JX1970'SQUARE CONCRETE POST THAT
 JX1970'PROJECTS 6 INCHES AND WAS ESTABLISHED BY HANNA COAL COMPANY SURVEY.
 JX1970'IT IS 34 FEET SOUTH OF THE NORTH
 JX1970'SLOPE OF THE HILL, 54 FEET EAST OF THE WEST SLOPE OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2047 ***********************************************************************
 JX2047  DESIGNATION -  HANNA COAL CO MARK 1963
 JX2047  PID         -  JX2047
 JX2047  STATE/COUNTY-  WV/MARSHALL
 JX2047  USGS QUAD   -  POWHATAN POINT (1984)
 JX2047
 JX2047                         *CURRENT SURVEY CONTROL
 JX2047  ___________________________________________________________________
 JX2047* NAD 83(1995)-  39 50 51.78624(N)    080 45 21.00252(W)     ADJUSTED  
 JX2047* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 JX2047  ___________________________________________________________________
 JX2047  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 JX2047  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JX2047
 JX2047  HORZ ORDER  -  SECOND
 JX2047
 JX2047.The horizontal coordinates were established by classical geodetic methods
 JX2047.and adjusted by the National Geodetic Survey in April 1998..
 JX2047
 JX2047.The orthometric height was scaled from a topographic map.
 JX2047
 JX2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2047
 JX2047.The geoid height was determined by GEOID03.
 JX2047
 JX2047;                    North         East     Units Scale Factor Converg.
 JX2047;SPC WV N     -   150,372.439   492,530.713   MT  0.99994821   -0 48 03.4
 JX2047;UTM  17      - 4,410,884.191   520,888.169   MT  0.99960537   +0 09 23.2
 JX2047
 JX2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2047!SPC WV N     -   0.99993628  x   0.99994821  =   0.99988449
 JX2047!UTM  17      -   0.99993628  x   0.99960537  =   0.99954167
 JX2047
 JX2047                          SUPERSEDED SURVEY CONTROL
 JX2047
 JX2047  NAD 83(1986)-  39 50 51.79404(N)    080 45 21.00968(W) AD(       ) 2
 JX2047  NAD 27      -  39 50 51.52110(N)    080 45 21.69840(W) AD(       ) 2
 JX2047
 JX2047.Superseded values are not recommended for survey control.
 JX2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2047.See file dsdata.txt to determine how the superseded data were derived.
 JX2047
 JX2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2088810884(NAD 83)
 JX2047_MARKER: I = METAL ROD
 JX2047_SETTING: 0 = UNSPECIFIED SETTING
 JX2047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2047
 JX2047  HISTORY     - Date     Condition        Report By
 JX2047  HISTORY     - 1963     MONUMENTED       CGS
 JX2047
 JX2047                          STATION DESCRIPTION
 JX2047
 JX2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2047'ABOUT 5 MILES SOUTH OF MOUNDSVILLE ON A HIGH BARE KNOB
 JX2047'OWNED BY MR. FLOYD
 JX2047'BAKER.  IT IS A HANNA COAL CO. SURVEY MARK.  IT IS A 1 INCH STEEL
 JX2047'ROD WITH A CROSS CHISELED ON THE TOP
 JX2047'SET IN THE CENTER OF A 6 X 6 INCH CONCRETE SLOPE OF
 JX2047'THE HILL.
 JX2047'
 JX2047'TO REACH THE STATION FROM THE POST OFFICE IN MOUNDSVILLE, GO
 JX2047'SOUTHWEST ON STATE
 JX2047'HIGHWAY 2 FOR 1.25 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH
 JX2047'ON THE PAVED ROAD FOR .05 MILE
 JX2047'TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST ON A
 JX2047'CROOKED PAVED ROAD FOR 1.45 MILES TO A
 JX2047'SIDE ROAD RIGHT.  CONTINUE SOUTHERLY ON THE
 JX2047'PAVED ROAD FOR 1.05 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 JX2047'SOUTHERLY ON THE PAVED ROAD
 JX2047'FOR 2.3 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHERLY ON THE
 JX2047'PAVED ROAD FOR 0.25 MILE TO A
 JX2047'SIDE ROAD LEFT AND A FENCE CORNER ON THE LEFT.  CROSS THE
 JX2047'FENCE AND PACK SOUTHWEST UPHILL FOR ABOUT
 JX2047'0.1 MILE TO THE HIGHEST POINT AND THE
 JX2047'STATION AS DESCRIBED.
 JX2047'
 JX2047'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION RIGGS KNOB
 JX2047'2 (USGS) 1963 AND
 JX2047'THE DISTANCE IS 20.28 FEET, 6.182 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1911 ***********************************************************************
 JX1911  DESIGNATION -  HARLEW
 JX1911  PID         -  JX1911
 JX1911  STATE/COUNTY-  WV/HARRISON
 JX1911  USGS QUAD   -  BERLIN (1976)
 JX1911
 JX1911                         *CURRENT SURVEY CONTROL
 JX1911  ___________________________________________________________________
 JX1911* NAD 83(1995)-  39 07 03.23284(N)    080 22 03.22711(W)     ADJUSTED  
 JX1911* NAVD 88     -       493.4    (meters)    1619.     (feet)  VERTCON   
 JX1911  ___________________________________________________________________
 JX1911  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 JX1911  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JX1911
 JX1911  HORZ ORDER  -  SECOND
 JX1911
 JX1911.The horizontal coordinates were established by classical geodetic methods
 JX1911.and adjusted by the National Geodetic Survey in April 1998..
 JX1911
 JX1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1911
 JX1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1911
 JX1911.The geoid height was determined by GEOID03.
 JX1911
 JX1911;                    North         East     Units Scale Factor Converg.
 JX1911;SPC WV N     -    68,922.442   524,973.335   MT  0.99997985   -0 33 11.9
 JX1911;SPC WV S     -   235,227.655   654,697.723   MT  1.00005832   +0 23 27.5
 JX1911;UTM  17      - 4,330,013.373   554,673.309   MT  0.99963681   +0 23 56.5
 JX1911
 JX1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1911!SPC WV N     -   0.99992767  x   0.99997985  =   0.99990752
 JX1911!SPC WV S     -   0.99992767  x   1.00005832  =   0.99998598
 JX1911!UTM  17      -   0.99992767  x   0.99963681  =   0.99956450
 JX1911
 JX1911|---------------------------------------------------------------------|
 JX1911| PID    Reference Object                     Distance      Geod. Az  |
 JX1911|                                                           dddmmss.s |
 JX1911| CX4656 HARLEW RM 1                          19.597 METERS 04938     |
 JX1911| CX4655 HARLEW AZ MK                                       2280728.6 |
 JX1911| CX4657 HARLEW RM 2                          21.757 METERS 25629     |
 JX1911|---------------------------------------------------------------------|
 JX1911
 JX1911                          SUPERSEDED SURVEY CONTROL
 JX1911
 JX1911  NAD 83(1986)-  39 07 03.23723(N)    080 22 03.23735(W) AD(       ) 2
 JX1911  NAD 27      -  39 07 02.90320(N)    080 22 03.92000(W) AD(       ) 2
 JX1911  NGVD 29 (07/19/86)  493.6    (m)         1619.     (f) VERT ANG       
 JX1911
 JX1911.Superseded values are not recommended for survey control.
 JX1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1911.See file dsdata.txt to determine how the superseded data were derived.
 JX1911
 JX1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5467330013(NAD 83)
 JX1911_MARKER: DS = TRIANGULATION STATION DISK
 JX1911_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JX1911_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JX1911
 JX1911  HISTORY     - Date     Condition        Report By
 JX1911  HISTORY     - 1956     MONUMENTED       CGS
 JX1911
 JX1911                          STATION DESCRIPTION
 JX1911
 JX1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 JX1911'STATION IS LOCATED ABOUT 11 MILES SOUTH OF CLARKSBURG, 8 MILES
 JX1911'NORTHEAST OF WESTON AND 2 MILES
 JX1911'EAST OF JANE LEW ON AN EAST-WEST RIDGE AND ABOUT ON THE
 JX1911'HARRISON-LEWIS COUNTY LINE.
 JX1911'STATION IS 28 FEET NORTHWEST OF A TRIANGLE BLAZED TREE AND 2 FEET
 JX1911'NORTH OF WITNESS POST.  THE MARK
 JX1911'PROJECTS ABOUT 1 FOOT AND THE DISK IS STAMPED HARLEW 1956.
 JX1911'
 JX1911'REFERENCE MARK NO. 1 IS AT THE END OF A CLEARED LINE.  THE MARK
 JX1911'PROJECTS ABOUT 8 INCHES AND
 JX1911'THE DISK IS STAMPED HARLEW NO 1 1956.
 JX1911'
 JX1911'REFERENCE MARK NO. 2 IS 16 FEET EAST OF FENCE AND AT THE END OF A
 JX1911'CLEARED LINE.  THE MARK
 JX1911'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED HARLEW NO 2 1956.
 JX1911'
 JX1911'AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF TRACK ROAD AND 3 FEET
 JX1911'NORTHEAST OF WITNESS POST.
 JX1911'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HARLEW 1956.
 JX1911'THE MARK IS NOT V.G.
 JX1911'
 JX1911'TO REACH FROM THE INTERSECTION JUST NORTH OF THE BRIDGE OVER HACKER
 JX1911'CREEK IN JANE LEW GO EASTERLY
 JX1911'ON SURFACED ROAD FOR 1.25 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 JX1911'GO EASTERLY ON JESSIE RUN ROAD FOR
 JX1911'1.25 MILES TO A WIRE GATE ON LEFT.  PASS THROUGH GATE
 JX1911'AND FOLLOW OLD MINE ROAD FOR 0.4 MILE TO GATE.
 JX1911'PASS THROUGH GATE AND CONTINUE FOR 0.15
 JX1911'MILE TO GATE JUST BEFORE REACHING OLD BARN ON RIGHT.  PASS THROUGH
 JX1911'GATE AND GO 0.05 MILE TO AZIMUTH MARK
 JX1911'ON SMALL KNOLL ON LEFT.  CONTINUE FOR 0.4 MILE TO DIM FORK LEFT.
 JX1911'KEEP STRAIGHT AHEAD ON TRACK ROAD
 JX1911'FOR 0.35 MILE TO POLE GATE ON LEFT JUST BEFORE REACHING SHARP
 JX1911'BEND LEFT.  PASS THROUGH GATE AND GO UP HILL ON
 JX1911'CLEARED ROAD FOR 0.2 MILE TO HIGHEST POINT
 JX1911'AND STATION AS DESCRIBED.
 JX1911'
 JX1911'A FOUR WHEEL DRIVE VEHICLE IS NECESSARY TO DRIVE TO STATION.
 JX1911'
 JX1911'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF4764 ***********************************************************************
 DF4764  DESIGNATION -  HARPERS FERRY DISCOVERY II
 DF4764  PID         -  DF4764
 DF4764  STATE/COUNTY-  WV/JEFFERSON
 DF4764  USGS QUAD   -  HARPERS FERRY (1988)
 DF4764
 DF4764                         *CURRENT SURVEY CONTROL
 DF4764  ___________________________________________________________________
 DF4764* NAD 83(1995)-  39 19 22.88900(N)    077 43 42.93462(W)     ADJUSTED  
 DF4764* NAVD 88     -        84.5    (meters)     277.     (feet)  GPS OBS   
 DF4764  ___________________________________________________________________
 DF4764  X           -   1,050,114.316 (meters)                     COMP
 DF4764  Y           -  -4,827,833.179 (meters)                     COMP
 DF4764  Z           -   4,020,155.457 (meters)                     COMP
 DF4764  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 DF4764  ELLIP HEIGHT-          51.12  (meters)          (10/22/03) GPS OBS
 DF4764  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DF4764
 DF4764  HORZ ORDER  -  B
 DF4764  ELLP ORDER  -  FOURTH    CLASS I
 DF4764
 DF4764.The horizontal coordinates were established by GPS observations
 DF4764.and adjusted by the National Geodetic Survey in October 2003..
 DF4764
 DF4764.The orthometric height was determined by GPS observations and a
 DF4764.high-resolution geoid model.
 DF4764
 DF4764.Photographs are available for this station.
 DF4764
 DF4764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4764
 DF4764.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4764
 DF4764.The ellipsoidal height was determined by GPS observations
 DF4764.and is referenced to NAD 83.
 DF4764
 DF4764.The geoid height was determined by GEOID03.
 DF4764
 DF4764;                    North         East     Units Scale Factor Converg.
 DF4764;SPC WV N     -    92,875.356   752,733.623   MT  0.99995464   +1 07 47.1
 DF4764;UTM  18      - 4,356,174.629   264,786.744   MT  1.00028125   -1 43 47.6
 DF4764
 DF4764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4764!SPC WV N     -   0.99999198  x   0.99995464  =   0.99994662
 DF4764!UTM  18      -   0.99999198  x   1.00028125  =   1.00027323
 DF4764
 DF4764                          SUPERSEDED SURVEY CONTROL
 DF4764
 DF4764.No superseded survey control is available for this station.
 DF4764
 DF4764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ6478756175(NAD 83)
 DF4764_MARKER: DD = SURVEY DISK
 DF4764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4764_STAMPING: NO STAMPING
 DF4764_MARK LOGO: NONE  
 DF4764_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4764+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 DF4764
 DF4764  HISTORY     - Date     Condition        Report By
 DF4764  HISTORY     - 2003     MONUMENTED       NGS
 DF4764  HISTORY     - 20050318 GOOD             JCLS
 DF4764  HISTORY     - 20050318 GOOD             JCLS
 DF4764  HISTORY     - 20060412 GOOD             GEOCAC
 DF4764
 DF4764                          STATION DESCRIPTION
 DF4764
 DF4764'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (RWA)
 DF4764'THE STATION IS LOCATED IN HARPERS FERRY AT THE CONFLUENCE OF THE
 DF4764'SHENANDOAH AND POTOMAC RIVERS. OWNERSHIP IS THE NATIONAL PARK SERVICE.
 DF4764'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 340 AND
 DF4764'ENTRANCE INTO HARPERS FERRY AT THE WEST END OF THE BRIDGE OVER THE
 DF4764'SHENANDOAH RIVER, TURN RIGHT (EAST) AND PROCEED 0.8 MI (1.28 KM) ALONG
 DF4764'SHENANDOAH STREET TO THE END, THENCE TURN RIGHT (SOUTH), PASSING UNDER
 DF4764'A RAILROAD OVERPASS FOR 0.02 MI (0.03 KM) TO MARK AT WEST END OF AN
 DF4764'OLD RAILROAD BRIDGE ABUTMENT. THE STATION IS 1.5 FT (0.45 M) EAST OF A
 DF4764'3 FOOT HIGH METAL HANDRAIL, 1.6 FT (0.48 M) WEST OF A 8 X 8 WOODEN
 DF4764'TIE. 5.8 FT (1.75 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A 4.5 FT X
 DF4764'4.5 FT NORTHERN MOST GRANITE CAP STONE. THE MONUMENT HAS A 3 FT X 2 FT
 DF4764'CONCRETE CENTER BASE TIED TO AN OLD FOUNDATION WITH A FORMED 12 INCH
 DF4764'PROJECTING 6 INCHES ABOVE TO BE FLUSH WITH SURROUNDING GROUND. THE
 DF4764'DISK IS A 10 INCH DIAMETER CORPS OF DISCOVERY II COMMEMORATIVE BRASS
 DF4764'DISK.  NOTE--THERE IS NO STAMPING ON DISK.
 DF4764
 DF4764                          STATION RECOVERY (2005)
 DF4764
 DF4764'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 DF4764'RECOVERED IN GOOD CONDITION.
 DF4764
 DF4764                          STATION RECOVERY (2005)
 DF4764
 DF4764'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 DF4764'RECOVERED IN GOOD CONDITION.
 DF4764
 DF4764                          STATION RECOVERY (2006)
 DF4764
 DF4764'RECOVERY NOTE BY GEOCACHING 2006 (BRW)
 DF4764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3002 ***********************************************************************
 HX3002  DESIGNATION -  HART
 HX3002  PID         -  HX3002
 HX3002  STATE/COUNTY-  WV/ROANE
 HX3002  USGS QUAD   -  PENIEL (1957)
 HX3002
 HX3002                         *CURRENT SURVEY CONTROL
 HX3002  ___________________________________________________________________
 HX3002* NAD 83(1995)-  38 47 04.07559(N)    081 29 50.04977(W)     ADJUSTED  
 HX3002* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 HX3002  ___________________________________________________________________
 HX3002  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 HX3002  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HX3002
 HX3002  HORZ ORDER  -  FIRST
 HX3002
 HX3002.The horizontal coordinates were established by classical geodetic methods
 HX3002.and adjusted by the National Geodetic Survey in April 1998..
 HX3002
 HX3002.The orthometric height was scaled from a topographic map.
 HX3002
 HX3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3002
 HX3002.The geoid height was determined by GEOID03.
 HX3002
 HX3002;                    North         East     Units Scale Factor Converg.
 HX3002;SPC WV S     -   198,177.453   556,796.907   MT  0.99998043   -0 18 26.6
 HX3002;UTM  17      - 4,292,976.310   456,813.018   MT  0.99962297   -0 18 41.3
 HX3002
 HX3002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3002!SPC WV S     -   0.99994977  x   0.99998043  =   0.99993020
 HX3002!UTM  17      -   0.99994977  x   0.99962297  =   0.99957275
 HX3002
 HX3002|---------------------------------------------------------------------|
 HX3002| PID    Reference Object                     Distance      Geod. Az  |
 HX3002|                                                           dddmmss.s |
 HX3002| DC3539 HART RM 1                            30.906 METERS 06018     |
 HX3002| DC3538 HART AZ MK                                         0775510.3 |
 HX3002| DC3540 HART RM 2                            28.816 METERS 20000     |
 HX3002|---------------------------------------------------------------------|
 HX3002
 HX3002                          SUPERSEDED SURVEY CONTROL
 HX3002
 HX3002  NAD 83(1986)-  38 47 04.08184(N)    081 29 50.05500(W) AD(       ) 1
 HX3002  NAD 27      -  38 47 03.76300(N)    081 29 50.61600(W) AD(       ) 1
 HX3002
 HX3002.Superseded values are not recommended for survey control.
 HX3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3002.See file dsdata.txt to determine how the superseded data were derived.
 HX3002
 HX3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5681392976(NAD 83)
 HX3002_MARKER: DS = TRIANGULATION STATION DISK
 HX3002_SETTING: 0 = UNSPECIFIED SETTING
 HX3002
 HX3002  HISTORY     - Date     Condition        Report By
 HX3002  HISTORY     - 1944     MONUMENTED       CGS
 HX3002
 HX3002                          STATION DESCRIPTION
 HX3002
 HX3002'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3002'STATION IS LOCATED ON A
 HX3002'HIGH WOODED KNOLL,
 HX3002'ABOUT 12 MILES SW OF SPENCER, ABOUT 5 MILES S
 HX3002'OF A SMALL COMMUNITY KNOWN AS PENIEL,
 HX3002'ON LAND OWNED BY MRS. MARSH
 HX3002'HART.  IT IS 5 FEET W OF A WITNESS POST, 12 FEET NW OF A
 HX3002'TRIANGULAR BLAZE
 HX3002'ON A 10-INCH ELM TREE, AND 6.5 FEET E OF A TRIANGULAR
 HX3002'BLAZE ON AN 8-INCH ELM
 HX3002'TREE.  THE DISK IS STAMPED HART 1944.
 HX3002'
 HX3002'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3002'DISKS SET IN CONCRETE.
 HX3002'
 HX3002'REFERENCE MARK 1 IS ON THE E SLOPE OF THE HILL AND IS
 HX3002'STAMPED HART NO 1 1944.
 HX3002'
 HX3002'REFERENCE MARK 2 IS STAMPED HART NO 2 1944.
 HX3002'
 HX3002'AZIMUTH MARK IS NEAR OLDS WOODS ROAD.  IT IS 2 FEET W OF OLD
 HX3002'RAIL FENCE AND 5
 HX3002'FEET W OF A TRIANGULAR BLAZE ON A 20-INCH LOCUST
 HX3002'TREE.  IT IS STAMPED HART 1944.
 HX3002'
 HX3002'TO REACH THE STATION FROM THE COURTHOUSE IN SPENCER, GO W
 HX3002'ON U.S. HIGHWAY 33
 HX3002'FOR 9.7 MILES TO PENIEL STORE AND SERVICE STATION
 HX3002'ON THE LEFT, CONTINUE AHEAD FOR 0.05
 HX3002'MILE TO A DIRT T-ROAD
 HX3002'LEFT, TURN LEFT AND GO 3.65 MILES TO A DIM ROAD RIGHT
 HX3002'(JUST BEFORE
 HX3002'REACHING A CHURCH ON THE RIGHT), TURN RIGHT ON DIM ROAD AND
 HX3002'GO 0.4 MILE TO A
 HX3002'FORK, TAKE LEFT FORK AND GO 0.25 MILE TO A DIM
 HX3002'CROSS ROAD ON TOP OF THE RIDGE,
 HX3002'TURN RIGHT, FOLLOW OLD ROAD
 HX3002'ALONG THE E SLOPE OF THE RIDGE 0.5 MILE TO A POLE
 HX3002'GATE ON THE
 HX3002'LEFT AND AZIMUTH MARK ABOUT 100 FEET N, GO THROUGH GATE AND BEAR
 HX3002'LEFT THROUGH
 HX3002'HAYFIELD, FOLLOWING THE WOODS AROUND THE RIDGE 0.1
 HX3002'MILE TO A TRACK ROAD INTO THE
 HX3002'WOODS, TURN LEFT INTO WOODS AND GO
 HX3002'0.15 MILE TO HIGHEST POINT AND STATION.
 HX3002'
 HX3002'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1386 ***********************************************************************
 JX1386  DESIGNATION -  HARTFORD
 JX1386  PID         -  JX1386
 JX1386  STATE/COUNTY-  WV/MASON
 JX1386  USGS QUAD   -  CHESTER (1994)
 JX1386
 JX1386                         *CURRENT SURVEY CONTROL
 JX1386  ___________________________________________________________________
 JX1386* NAD 83(1986)-  39 00 15.     (N)    081 59 23.     (W)     SCALED    
 JX1386* NAVD 88     -       177.120  (meters)     581.10   (feet)  ADJUSTED  
 JX1386  ___________________________________________________________________
 JX1386  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JX1386  DYNAMIC HT  -         177.008 (meters)     580.73  (feet)  COMP
 JX1386  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 JX1386
 JX1386  VERT ORDER  -  FIRST     CLASS II
 JX1386
 JX1386.The horizontal coordinates were scaled from a topographic map and have
 JX1386.an estimated accuracy of +/- 6 seconds.
 JX1386
 JX1386.The orthometric height was determined by differential leveling
 JX1386.and adjusted by the National Geodetic Survey in June 1991..
 JX1386
 JX1386.The geoid height was determined by GEOID03.
 JX1386
 JX1386.The dynamic height is computed by dividing the NAVD 88
 JX1386.geopotential number by the normal gravity value computed on the
 JX1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1386.degrees latitude (g = 980.6199 gals.).
 JX1386
 JX1386.The modeled gravity was interpolated from observed gravity values.
 JX1386
 JX1386;                    North         East    Units  Estimated Accuracy
 JX1386;SPC WV S     -   222,910.      514,270.      MT  (+/- 180 meters Scaled)
 JX1386
 JX1386                          SUPERSEDED SURVEY CONTROL
 JX1386
 JX1386  NGVD 29 (??/??/92)  177.319  (m)          581.75   (f) ADJ UNCH    1 2
 JX1386
 JX1386.Superseded values are not recommended for survey control.
 JX1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1386.See file dsdata.txt to determine how the superseded data were derived.
 JX1386
 JX1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD143177(NAD 83)
 JX1386_MARKER: DB = BENCH MARK DISK
 JX1386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1386_SP_SET: FOUNDATION
 JX1386_STAMPING: HARTFORD 1933
 JX1386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1386
 JX1386  HISTORY     - Date     Condition        Report By
 JX1386  HISTORY     - 1933     MONUMENTED       CGS
 JX1386  HISTORY     - 1943     GOOD             NGS
 JX1386
 JX1386                          STATION DESCRIPTION
 JX1386
 JX1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1386'AT HARTFORD.
 JX1386'AT HARTFORD, MASON COUNTY, 0.2 MILE SOUTHEAST OF THE BALTIMORE
 JX1386'AND OHIO RAILROAD STATION, AT A RED-BROCK SCHOOL BUILDING,
 JX1386'IN THE NORTHEAST FACE, 1.1 FEET NORTHWEST OF THE EAST CORNER,
 JX1386'4.7 FEET ABOVE THE LEVEL OF THE GROUND, AND 3.2 FEET ABOVE
 JX1386'THE LEVEL OF THE TOP OF THE PROJECTING BRICK FOUNDATION.  A
 JX1386'STANDARD DISK, STAMPED HARTFORD 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1662 ***********************************************************************
 JX1662  DESIGNATION -  HARTFORD RESET 1975
 JX1662  PID         -  JX1662
 JX1662  STATE/COUNTY-  WV/MASON
 JX1662  USGS QUAD   -  CHESTER (1994)
 JX1662
 JX1662                         *CURRENT SURVEY CONTROL
 JX1662  ___________________________________________________________________
 JX1662* NAD 83(1986)-  39 00 19.     (N)    081 59 25.     (W)     SCALED    
 JX1662* NAVD 88     -       175.965  (meters)     577.31   (feet)  ADJUSTED  
 JX1662  ___________________________________________________________________
 JX1662  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JX1662  DYNAMIC HT  -         175.854 (meters)     576.95  (feet)  COMP
 JX1662  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 JX1662
 JX1662  VERT ORDER  -  FIRST     CLASS II
 JX1662
 JX1662.The horizontal coordinates were scaled from a topographic map and have
 JX1662.an estimated accuracy of +/- 6 seconds.
 JX1662
 JX1662.The orthometric height was determined by differential leveling
 JX1662.and adjusted by the National Geodetic Survey in June 1991..
 JX1662
 JX1662.The geoid height was determined by GEOID03.
 JX1662
 JX1662.The dynamic height is computed by dividing the NAVD 88
 JX1662.geopotential number by the normal gravity value computed on the
 JX1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1662.degrees latitude (g = 980.6199 gals.).
 JX1662
 JX1662.The modeled gravity was interpolated from observed gravity values.
 JX1662
 JX1662;                    North         East    Units  Estimated Accuracy
 JX1662;SPC WV S     -   223,030.      514,220.      MT  (+/- 180 meters Scaled)
 JX1662
 JX1662                          SUPERSEDED SURVEY CONTROL
 JX1662
 JX1662.No superseded survey control is available for this station.
 JX1662
 JX1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD142178(NAD 83)
 JX1662_MARKER: DB = BENCH MARK DISK
 JX1662_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1662_STAMPING: HARTFORD RESET 1975
 JX1662_MARK LOGO: NGS   
 JX1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1662
 JX1662  HISTORY     - Date     Condition        Report By
 JX1662  HISTORY     - 1975     MONUMENTED       NGS
 JX1662  HISTORY     - 1984     GOOD             NGS
 JX1662
 JX1662                          STATION DESCRIPTION
 JX1662
 JX1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 JX1662'IN HARTFORD.
 JX1662'IN THE WEST EDGE OF HARTFORD, IN THE SOUTHEAST ABUTMENT OF A SMALL
 JX1662'BRIDGE OF STATE HIGHWAY 33, IN THE SOUTHWEST EDGE OF A SIDEWALK
 JX1662'ALONG THE EAST SIDE OF THE BRIDGE, 50 FEET SOUTH OF A RAILROAD
 JX1662'TRACKS, 17 FEET EAST OF THE CENTER OF STATE HIGHWAY 33, 0.5FOOT
 JX1662'NORTH OF THE SOUTH EDGE OF THE ABUTMENT AND 0.4 FOOT WEST OF THE
 JX1662'EAST WALL ALONG THE BRIDGE.
 JX1662
 JX1662                          STATION RECOVERY (1984)
 JX1662
 JX1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2118 ***********************************************************************
 JX2118  DESIGNATION -  HARTLEY
 JX2118  PID         -  JX2118
 JX2118  STATE/COUNTY-  WV/RITCHIE
 JX2118  USGS QUAD   -  HARRISVILLE (1975)
 JX2118
 JX2118                         *CURRENT SURVEY CONTROL
 JX2118  ___________________________________________________________________
 JX2118* NAD 83(1995)-  39 08 21.40948(N)    081 07 01.22764(W)     ADJUSTED  
 JX2118* NAVD 88     -       359.8    (meters)    1180.     (feet)  VERTCON   
 JX2118  ___________________________________________________________________
 JX2118  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 JX2118  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JX2118
 JX2118  HORZ ORDER  -  THIRD
 JX2118
 JX2118.The horizontal coordinates were established by classical geodetic methods
 JX2118.and adjusted by the National Geodetic Survey in April 1998..
 JX2118
 JX2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2118
 JX2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2118
 JX2118.The geoid height was determined by GEOID03.
 JX2118
 JX2118;                    North         East     Units Scale Factor Converg.
 JX2118;SPC WV N     -    72,229.047   460,210.298   MT  0.99997659   -1 01 52.6
 JX2118;UTM  17      - 4,332,239.382   489,887.992   MT  0.99960126   -0 04 25.9
 JX2118
 JX2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2118!SPC WV N     -   0.99994882  x   0.99997659  =   0.99992541
 JX2118!UTM  17      -   0.99994882  x   0.99960126  =   0.99955010
 JX2118
 JX2118|---------------------------------------------------------------------|
 JX2118| PID    Reference Object                     Distance      Geod. Az  |
 JX2118|                                                           dddmmss.s |
 JX2118| CD1857 HARTLEY RM 1                         26.135 METERS 08804     |
 JX2118| CD1858 HARTLEY RM 2                         25.136 METERS 21118     |
 JX2118| CD1856 HARTLEY AZ MK                                      2404929.8 |
 JX2118|---------------------------------------------------------------------|
 JX2118
 JX2118                          SUPERSEDED SURVEY CONTROL
 JX2118
 JX2118  NAD 83(1986)-  39 08 21.41460(N)    081 07 01.23536(W) AD(       ) 3
 JX2118  NAD 27      -  39 08 21.12450(N)    081 07 01.83960(W) AD(       ) 3
 JX2118  NGVD 29 (07/19/86)  360.0    (m)         1181.     (f) VERT ANG       
 JX2118
 JX2118.Superseded values are not recommended for survey control.
 JX2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2118.See file dsdata.txt to determine how the superseded data were derived.
 JX2118
 JX2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD8988832239(NAD 83)
 JX2118_MARKER: DS = TRIANGULATION STATION DISK
 JX2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2118
 JX2118  HISTORY     - Date     Condition        Report By
 JX2118  HISTORY     - 1956     MONUMENTED       CGS
 JX2118
 JX2118                          STATION DESCRIPTION
 JX2118
 JX2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX2118'THE STATION IS ABOUT 4 MILES NORTH OF SMITHVILLE AND 9 MILES WEST
 JX2118'SOUTHWEST OF PULLMAN.  IT
 JX2118'IS ABOUT 63 FEET EAST OF THE NORTHEAST CORNER OF A SCHOOL HOUSE, 26
 JX2118'FEET SOUTH OF THE EDGE OF THE BANK
 JX2118'AND 44 FEET NORTH OF THE CENTERLINE OF A CLAY ROAD.  THE
 JX2118'MARK IS SET FLUSH WITH THE SURFACE AND THE DISK
 JX2118'IS STAMPED HARTLEY 1956.
 JX2118'
 JX2118'REFERENCE MARK NO. 1 IS 29 FEET SOUTH OF THE CENTERLINE OF HARD
 JX2118'SURFACE ROAD, 1-1/2 FEET WEST OF
 JX2118'A WHITE WITNESS POST AND 25 FEET NORTH OF THE CENTERLINE OF A CLAY
 JX2118'ROAD.  THE MARK IS SET FLUSH WITH
 JX2118'THE SURFACE AND THE DISK IS STAMPED HARTLEY NO 1 1956.
 JX2118'
 JX2118'REFERENCE MARK NO. 2 IS 40 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 JX2118'A GARAGE, 58 FEET
 JX2118'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL HOUSE AND 16
 JX2118'FEET SOUTH OF THE CENTERLINE OF A
 JX2118'CLAY ROAD.  THE MARK IS SET FLUSH WITH THE SURFACE AND THE DISK
 JX2118'IS STAMPED HARTLEY NO 2 1956.
 JX2118'
 JX2118'AZIMUTH MARK IS 2 FEET NORTH OF A WHITE WITNESS POST, 18 FEET EAST OF
 JX2118'THE CENTERLINE OF A CLAY ROAD AND
 JX2118'14 FEET SOUTH OF A PINE TREE 1 FOOT IN DIAMETER.  THE MARK
 JX2118'PROJECTS 4 INCHES AND THE DISK IS
 JX2118'STAMPED HARTLEY 1956.
 JX2118'
 JX2118'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 47 AT
 JX2118'THE WEST EDGE OF SMITHVILLE
 JX2118'GO NORTHERLY ON STATE HIGHWAY 16 FOR 6.7 MILES TO A BRIDGE AND
 JX2118'SIDE ROAD LEFT JUST AFTER PASSING
 JX2118'OVER BRIDGE.  TURN LEFT AND GO WESTERLY ON HARD
 JX2118'SURFACE ROAD FOR 4.4 MILES TO TOP OF HILL AND SCHOOL
 JX2118'HOUSE ON LEFT AND STATION AS
 JX2118'DESCRIBED.  CONTINUE WESTERLY ON HARD SURFACE ROAD FOR 0.45 MILE TO
 JX2118'WHERE POWER LINE PASSES OVER ROAD
 JX2118'AND AZIMUTH MARK JUST SOUTH OF THIS POINT LOCATED ON THE LEFT SIDE
 JX2118'OF ROAD AS DESCRIBED.
 JX2118'
 JX2118'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3152 ***********************************************************************
 GY3152  DESIGNATION -  HELLS KNOB RESET
 GY3152  PID         -  GY3152
 GY3152  STATE/COUNTY-  WV/MINGO
 GY3152  USGS QUAD   -  DELBARTON (1976)
 GY3152
 GY3152                         *CURRENT SURVEY CONTROL
 GY3152  ___________________________________________________________________
 GY3152* NAD 83(1995)-  37 42 55.69085(N)    082 13 51.05158(W)     ADJUSTED  
 GY3152* NAVD 88     -       568.7    (meters)    1866.     (feet)  VERTCON   
 GY3152  ___________________________________________________________________
 GY3152  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 GY3152  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GY3152
 GY3152  HORZ ORDER  -  SECOND
 GY3152
 GY3152.The horizontal coordinates were established by classical geodetic methods
 GY3152.and adjusted by the National Geodetic Survey in April 1998..
 GY3152
 GY3152.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3152
 GY3152.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3152
 GY3152.The geoid height was determined by GEOID03.
 GY3152
 GY3152;                    North         East     Units Scale Factor Converg.
 GY3152;SPC WV S     -    80,129.334   491,482.906   MT  0.99995897   -0 45 39.3
 GY3152;SPC KY1Z     - 1,159,242.004 1,810,184.427   MT  0.99990887   +2 09 38.2
 GY3152;SPC KY1Z     - 3,803,279.81  5,938,913.41   sFT  0.99990887   +2 09 38.2
 GY3152;SPC KY S     -   659,162.560   810,204.397   MT  0.99996749   +2 08 03.2
 GY3152;SPC KY S     - 2,162,602.50  2,658,145.59   sFT  0.99996749   +2 08 03.2
 GY3152;UTM  17      - 4,174,959.441   391,516.552   MT  0.99974495   -0 45 10.9
 GY3152
 GY3152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3152!SPC WV S     -   0.99991576  x   0.99995897  =   0.99987473
 GY3152!SPC KY1Z     -   0.99991576  x   0.99990887  =   0.99982463
 GY3152!SPC KY S     -   0.99991576  x   0.99996749  =   0.99988325
 GY3152!UTM  17      -   0.99991576  x   0.99974495  =   0.99966073
 GY3152
 GY3152|---------------------------------------------------------------------|
 GY3152| PID    Reference Object                     Distance      Geod. Az  |
 GY3152|                                                           dddmmss.s |
 GY3152| DB9948 HELLS KNOB RM 1                      11.959 METERS 07949     |
 GY3152| DB9950 HELLS KNOB RM 3                       9.588 METERS 13925     |
 GY3152| DB9949 HELLS KNOB RM 2                      17.233 METERS 16634     |
 GY3152| DB9947 HELLS KNOB AZ MK RESET                             2445654.8 |
 GY3152| GY3161 NEELY                               APPROX.19.8 KM 3363533.2 |
 GY3152|---------------------------------------------------------------------|
 GY3152
 GY3152                          SUPERSEDED SURVEY CONTROL
 GY3152
 GY3152  NAD 83(1995)-  37 42 55.69120(N)    082 13 51.05171(W) AD(       ) 2
 GY3152  NAD 83(1995)-  37 42 55.69820(N)    082 13 51.05700(W) AD(       ) 2
 GY3152  NAD 83(1986)-  37 42 55.69820(N)    082 13 51.05742(W) AD(       ) 2
 GY3152  NAD 27      -  37 42 55.33400(N)    082 13 51.55990(W) AD(       ) 2
 GY3152  NGVD 29 (07/19/86)  568.9    (m)         1866.     (f) VERT ANG       
 GY3152
 GY3152.Superseded values are not recommended for survey control.
 GY3152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3152.See file dsdata.txt to determine how the superseded data were derived.
 GY3152
 GY3152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB9151774959(NAD 83)
 GY3152_MARKER: DS = TRIANGULATION STATION DISK
 GY3152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3152
 GY3152  HISTORY     - Date     Condition        Report By
 GY3152  HISTORY     - 1957     MONUMENTED       CGS
 GY3152  HISTORY     - 1969     GOOD             CGS
 GY3152  HISTORY     - 1978     SEE DESCRIPTION  NGS
 GY3152
 GY3152                          STATION DESCRIPTION
 GY3152
 GY3152'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3152'THE STATION IS ABOUT 4 MILES NORTHEAST OF WILLIAMSON, AND 2-1/2 MILES
 GY3152'WEST OF DELBARTON, AT THE HEAD OF MILLER AND WEST FORK OF HELL CREEK
 GY3152'ON THE MOST NORTHWESTERLY POINT OF A HILL WHICH IS SLIGHTLY LOWER
 GY3152'THAN THE HILL ABOUT 1/4 MILE SOUTHEAST, AND IS WHERE THE HELLS
 GY3152'KNOB LOOKOUT TOWER WAS PREVIOUSLY LOCATED. IT IS ON LAND OWNED BY THE
 GY3152'COTIGA DEVELOPMENT COMPANY.
 GY3152'
 GY3152'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 119, IN
 GY3152'WILLIAMSON, GO NORTHERLY ON HIGHWAY 52 FOR 4.5 MILES TO A SIDE
 GY3152'ROAD ON THE RIGHT, IN CHATTAROY. TURN RIGHT, GO EASTERLY ON THE BLACK
 GY3152'TOP ROAD FOR 3.1 MILES TO A SIDE ROAD ON THE LEFT JUST BEFORE
 GY3152'CROSSING A SMALL CONCRETE BRIDGE. TURN LEFT, AND FOLLOW A DIRT AND
 GY3152'ROCK ROAD, UP HILL, FOR 1.25 MILES TO A ROAD ON THE LEFT. KEEP
 GY3152'STRAIGHT AHEAD, GO 0.05 MILE TO THE AZIMUTH MARK IN WEST TRACK OF
 GY3152'ROAD. CONTINUE FOR 0.05 MILE TO A ROAD FORK. TAKE RIGHT FORK, GO
 GY3152'0.5 MILE TO A ROAD FORK. TAKE LEFT FORK, GO 0.25 MILE TO THE SITE OF
 GY3152'OLD LOOKOUT TOWER AND THE STATION ON THE RIGHT.
 GY3152'
 GY3152'STATION MARKS ARE STANDARD DISKS STAMPED HELLS KNOB 1957. THE SURFACE
 GY3152'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 GY3152'IT IS 25 FEET WEST OF THE SOUTHWEST CORNER OF A ROCK SHELTER, 21 FEET
 GY3152'NORTHWEST OF THE CONCRETE STEPS FOR OLD LOOKOUT TOWER, AND 19
 GY3152'FEET NORTHEAST OF THE CENTER OF ROAD. A STANDARD WITNESS POST WAS SET
 GY3152'3 FEET NE OF MARK. THE UNDERGROUND DISK IS SET IN AN
 GY3152'IRREGULAR MASS OF CONCRETE 26 INCHES BELOW THE SURFACE OF GROUND.
 GY3152'
 GY3152'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HELLS KNOB NO 1 1957,
 GY3152'IS CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ROOF
 GY3152'FOR THE ROCK SHELTER. THE MARK IS ABOUT 15 FEET ABOVE THE STATION
 GY3152'MARK. IT IS 7 FEET WEST OF THE EAST EDGE OF BOULDER AND 1-1/2
 GY3152'FEET NORTH OF THE SOUTH EDGE OF BOULDER.
 GY3152'
 GY3152'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HELLS KNOB NO 2 1957,
 GY3152'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES. IT IS 19
 GY3152'FEET SOUTHEAST OF THE CENTER OF ROAD AND 12-1/2 FEET NORTH-NORTHEAST
 GY3152'OF A TRIANGULAR BLAZE ON A 12- INCH OAK TREE.
 GY3152'
 GY3152'AZIMUTH MARK, A STANDARD DISK STAMPED HELLS KNOB 1957, IS CEMENTED IN
 GY3152'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND
 GY3152'SURFACE. IT IS IN THE WEST TRACK OF ROAD, 116 FEET NORTH-NORTHWEST OF
 GY3152'A ROAD FORK JUNCTION. A STANDARD WITNESS POST WAS SET 5 FEET WEST
 GY3152'OF MARK. THE ARROW IN THE DISK POINTS ABOUT 45 DEGREES TO THE RIGHT
 GY3152'OF THE STATION MARK.
 GY3152'
 GY3152'HEIGHT OF LIGHT ABOVE STATION MARK 26.12 METERS.
 GY3152
 GY3152                          STATION RECOVERY (1969)
 GY3152
 GY3152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GY3152'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN
 GY3152'GOOD CONDITION. THE SHANK OF THE AZIMUTH MARK WAS RECOVERED. A
 GY3152'COMPLETE AND THOROUGH SEARCH WAS MADE FOR REFERENCE MARK NO. 2, BUT
 GY3152'IT COULD NOT BE FOUND, AND IS BELIEVED EITHER DESTROYED OR COVERED
 GY3152'BY ROCK FILL AT THE SITE. THE AZIMUTH MARK IS OBSTRUCTED BY THE TOPS
 GY3152'OF TALL TREES AT PRESENT, AND NO EFFORT WAS MADE TO CLEAR THE
 GY3152'LINE. IT MAY BE POSSIBLE TO SEE THE MARK WHEN THE LEAVES DROP IN THE
 GY3152'FALL.  IT WILL BE DIFFICULT TO OBTAIN POLARIS OBSERVATIONS WITHOUT
 GY3152'CONSIDERABLE CLEARING AT THE STATION SITE. A NEW REFERENCE MARK NO.
 GY3152'3 WAS ESTABLISHED AND A NEW AZIMUTH MARK DISK WAS ESTABLISHED IN THE
 GY3152'ORIGINAL OLD POSITION.
 GY3152'
 GY3152'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GY3152'
 GY3152'THE STATION IS LOCATED ABOUT 4 MILES NE OF WILLIAMSON AND 2-1/2 MI
 GY3152'WEST OF DELBARTON, NEAR THE HEAD OF MILLER AND WEST FORK
 GY3152'OF HELL CREEK. IT IN ON THE NORTHWEST POINT OF A HEAVILY TIMBERED
 GY3152'HILL WHICH IS SLIGHTLY LOWER THAN A HILL ABOUT 1/4 OF A MILE
 GY3152'SOUTHEAST, AT THE SITE OF THE OLD HELLS KNOB LOOKOUT TOWER, AND ON
 GY3152'THE PROPERTY OF THE COTIGA DEVELOPEMENT COMPANY.
 GY3152'
 GY3152'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 AND
 GY3152'BUFFALO CREEK ROAD IN THE SMALL COMMUNITY OF CHATTAROY, GO EASTERLY
 GY3152'ON BUFFALO CREEK ROAD FOR 3.1 MILES TO A GRAVELED T ROAD LEFT LEADING
 GY3152'INTO THE MINGO ARCHERY ASSOCIATION RESERVE. HERE TURN LEFT ON
 GY3152'THIS GRAVELED ROAD AND GO ABOUT 0.05 OF A MILE TO A LOCKED, CABLE,
 GY3152'GATE AT THE ENTRANCE INTO THE ARCHERY RANGE. PASS THROUGH THIS GATE
 GY3152'AND FOLLOW STEEP, ROCKY, GRADED ROAD UPHILL NORTHEASTERLY, EAST AND
 GY3152'SOUTHEASTERLY FOR 1.25 MILES TO A REVERSE Y ON THE LEFT.
 GY3152'CONTINUE SOUTHEASTERLY ON ROCKY ROAD FOR 0.05 OF A MILE TO THE
 GY3152'AZIMUTH MARK IN THE RIGHT (SOUTHWEST) TRACK OF THE ROAD IN BEDROCK AS
 GY3152'DESCRIBED. CONTINUE SOUTHEASTERLY ON THE ROCKY ROAD FOR 0.05 OF A
 GY3152'MILE TO A FORK, KEEP THE RIGHT FORK AND CONTINUE SOUTHEASTERLY AND
 GY3152'EASTERLY FOR 0.5 OF A MILE TO A FORK. HERE KEEP THE LEFT FORK,
 GY3152'EASTERLY, NORTHEASTERLY AND NORTH FOR 0.25 OF A MILE TO THE SITE OF
 GY3152'THE OLD HELLS KNOB LOOKOUT TOWER (NOW DISMANTLED), A LARGE ROCK
 GY3152'SHELTER, AND THE STATION AS DESCRIBED.
 GY3152'
 GY3152'THE STAION IS 25 FEET WEST OF THE NORTHWEST CORNER OF THE ROCK
 GY3152'SHELTER WALL, 18 FEET WEST OF THE NORTHEAST CONCRETE FOOTING OF
 GY3152'THE OLD LOOKOUT TOWER, 12.5 FEET NORTH-NORTHWEST OF THE NORTHWEST
 GY3152'CONCRETE FOOTING OF THE OLD LOOKOUT TOWER, 19 FEET NORTHEAST OF THE
 GY3152'APPROXIMATE CENTER OF THE GRADED ROAD, 4 FEET WEST-SOUTHWEST OF A
 GY3152'WHITE, WOODEN, WITNESS POST, AND 1.1 FEET SOUTH OF A METAL WITNESS
 GY3152'POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GY3152'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS
 GY3152'STAMPED HELLS KNOB 1957.
 GY3152'
 GY3152'REFERENCE MARK NO. 1 IS ON TOP OF THE LARGE SLOPING MASS OF BEDROCK
 GY3152'THAT FORMS THE ROOF OF THE STONE SHELTER, 7 FEET NORTHWEST OF THE
 GY3152'SOUTHEAST EDGE OF THE ROCK AND 1.5 FEET NORTHEAST OF THE SOUTHWEST
 GY3152'EDGE OF THE ROCK. A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GY3152'OUTCROPPING BEDROCK AND THE DISK IS STAMPED HELLS KNOB NO 1 1957.
 GY3152'THE SLOPE DISTANCE MEASURED FROM THIS MARK TO THE
 GY3152'STATION MARK DISK IS 41.74 FEET.
 GY3152'
 GY3152'REFERENCE MARK NO. 3 IS 20 FEET SOUTHWEST OF THE SOUTHEAST END OF THE
 GY3152'ROCK SHELTER WALL, 11 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GY3152'OF THE GRADED ROAD, AND ABOUT 2 FEET ABOVE THE SURROUNDING SURFACE.
 GY3152'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 GY3152'SOUTHWEST CONCRETE FOOTING OF THE OLD LOOKOUT TOWER AND THE DISK IS
 GY3152'STAMPED HELLS KNOB 1957 NO 3 1969. NO NOTE.
 GY3152'
 GY3152'DUE TO THE GREAT DIFFERENCE IN THE ELEVATION OF THE REFERENCE MARKS,
 GY3152'NO EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 GY3152'
 GY3152'THE AZIMUTH MARK IS ABOUT 0.25 OF A MILE WEST-SOUTHWEST OF THE
 GY3152'STATION, ABOUT 0.05 OF A MILE SOUTH OF A REVERSE Y ROAD FORK, ABOUT
 GY3152'0.05 OF A MILE NORTH OF A ROAD FORK, 6.5 FEET EAST OF A METAL WITNESS
 GY3152'POST AND SIGN, AND IN THE SOUTHWEST TRACK OF THE ROAD. IT IS A
 GY3152'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE
 GY3152'DISK IS STAMPED HELL KNOB 1957.
 GY3152'
 GY3152'NOTE- THE ROAD LEADING INTO THIS STATION IS A DRY WEATHER ROAD.
 GY3152
 GY3152                          STATION RECOVERY (1978)
 GY3152
 GY3152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GY3152'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE
 GY3152'MARKS 1 AND 3 WERE FOUND WITH THE DISK GONE BUT THE STEMS STILL IN
 GY3152'PLACE.  THE CENTER OF THE STEM OF REFERENCE MARK 3 WAS USED TO SET
 GY3152'REFERENCE MARKS 4 AND 5 DUE TO THE AZIMUTH MARK BEING OBSTRUCTED
 GY3152'BY TREES.  THE AZIMUTH MARK WAS ALSO LOWERED IN ITS ORIGINAL
 GY3152'POSITION AT THIS TIME TO PROTECT IT FROM TRAFFIC.  A NEW DESCRIPTION
 GY3152'FOLLOWS--
 GY3152'
 GY3152'THE STATION IS LOCATED AT THE SITE OF THE HELLS KNOB LOOKOUT TOWER
 GY3152'(DISMATLED) ON THE PROPERTY OF COTIGA DEVELOPMENT CO., 1 FOOT EAST
 GY3152'OF A METAL WITNESS POST, 32 FEET NORTHWEST OF CONCRETE FOOTING OF
 GY3152'LOOKOUT TOWER, 19 FEET WEST OF CONCRETE FOOTING OF TOWER, 25 FEET
 GY3152'WEST OF THE NORTHWEST CORNER OF STONE SHELTER WALL AND 19 FEET
 GY3152'NORTHEAST OF THE CENTERLINE OF WOODS ROAD.  THE MONUMENT IS 12
 GY3152'INCHES UNDERGROUND AND THE DISK IS STAMPED HELLS KNOB 1957 1978.
 GY3152'
 GY3152'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 52 AND
 GY3152'BUFFALO CREEK ROAD IN THE SMALL COMMUNITY OF CHATTEROY, GO EASTERLY
 GY3152'N BUFFALO CREEK ROAD FOR 3.1 MILES TO A WASHED OUT GRAVLED ROAD
 GY3152'LEFT.  TURN LEFT USING A 4-WHEEL DRIVE VEHICLE AND GO UP STEEP ROAD
 GY3152'FOR 1.25 MILES TO A REVERSE Y-ROAD LEFT.  CONTINUE
 GY3152'SOUTHEASTERLY 0.05 MILE TO THE AZIMUTH MARK.  CONTINUE SOUTHEASTERLY
 GY3152'FOR 0.05 MILE TO A FORK.  KEEP THE RIGHT FORK AND CONTINUE
 GY3152'SOUTHEASTERLY AND EAST FOR 0.5 MILE TO A ROAD FORK.  TAKE THE LEFT
 GY3152'FORK AND FOLLOW THE ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 GY3152'
 GY3152'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HELLS KNOB 1957 NO 4
 GY3152'1978, SET IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST CONCRETE
 GY3152'FOOTING OF THE DISMANTLED LOOKOUT TOWER.
 GY3152'
 GY3152'REFERENCE MARK 5 IS A STANDARD DISK STAMPED HELLS KNOB 1957 NO 5
 GY3152'1978, SET IN A DRILL HOLE IN THE TOP OF THE EAST CONCRETE FOOTING OF
 GY3152'THE TOWER.
 GY3152'
 GY3152'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 GY3152'BEDROCK OF THE SOUTHWEST TRACK OF THE ROAD, 11 FEET NORTH OF A 16
 GY3152'INCH BLACK OAK TREE WITH A WITNESS SIGN NAILED TO THE NORTH SIDE,
 GY3152'AND STAMPED HELLS KNOB 1957 1978.
 GY3152'
 GY3152'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 GY3152'NORTHEAST OF WILLIAMSON.
 GY3152'
 GY3152'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1374 ***********************************************************************
 JY1374  DESIGNATION -  HENDRICKSON
 JY1374  PID         -  JY1374
 JY1374  STATE/COUNTY-  WV/MASON
 JY1374  USGS QUAD   -  POMEROY (1992)
 JY1374
 JY1374                         *CURRENT SURVEY CONTROL
 JY1374  ___________________________________________________________________
 JY1374* NAD 83(1995)-  39 01 06.13299(N)    082 01 07.27418(W)     ADJUSTED  
 JY1374* NAVD 88     -       267.1    (meters)     876.     (feet)  VERTCON   
 JY1374  ___________________________________________________________________
 JY1374  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 JY1374  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JY1374
 JY1374  HORZ ORDER  -  FIRST
 JY1374
 JY1374.The horizontal coordinates were established by classical geodetic methods
 JY1374.and adjusted by the National Geodetic Survey in April 1998..
 JY1374
 JY1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1374
 JY1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1374
 JY1374.The geoid height was determined by GEOID03.
 JY1374
 JY1374;                    North         East     Units Scale Factor Converg.
 JY1374;SPC WV S     -   224,513.143   511,776.600   MT  1.00003157   -0 37 47.1
 JY1374;SPC OH S     -   113,163.740   641,681.584   MT  0.99995619   +0 18 19.4
 JY1374;UTM  17      - 4,319,308.747   411,811.923   MT  0.99969576   -0 38 29.0
 JY1374
 JY1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1374!SPC WV S     -   0.99996344  x   1.00003157  =   0.99999501
 JY1374!SPC OH S     -   0.99996344  x   0.99995619  =   0.99991963
 JY1374!UTM  17      -   0.99996344  x   0.99969576  =   0.99965921
 JY1374
 JY1374|---------------------------------------------------------------------|
 JY1374| PID    Reference Object                     Distance      Geod. Az  |
 JY1374|                                                           dddmmss.s |
 JY1374| JY1373 HENDRICKSON AZ MK A PT              248.599 METERS 02938     |
 JY1374| JY1372 HENDRICKSON AZ MK 1975              251.863 METERS 03128     |
 JY1374| CE6718 HENDRICKSON RM 1                     21.378 METERS 05620     |
 JY1374| HY2211 KYGER CREEK POWER PLANT STK         APPROX.14.9 KM 2193515.8 |
 JY1374| HY2196 CHESHIRE GAVIN STACK                APPROX.12.5 KM 2224026.6 |
 JY1374| HY2193 WEST COLUMBIA CATV MAST             APPROX. 6.7 KM 2242650.3 |
 JY1374| JY1378 POMEROY MEDICAL RAD MAST            APPROX. 3.1 KM 3081124.8 |
 JY1374| JY1376 POMEROY GENERAL TEL RAD MAST        APPROX. 1.8 KM 3174628.5 |
 JY1374| CE6719 HENDRICKSON RM 2                     19.078 METERS 31954     |
 JY1374| JY1377 POMEROY RAD MAST WMPO               APPROX. 4.9 KM 3354005.7 |
 JY1374|---------------------------------------------------------------------|
 JY1374
 JY1374                          SUPERSEDED SURVEY CONTROL
 JY1374
 JY1374  NAD 83(1995)-  39 01 06.13704(N)    082 01 07.27930(W) AD(       ) 1
 JY1374  NAD 83(1986)-  39 01 06.13938(N)    082 01 07.27643(W) AD(       ) 1
 JY1374  NAD 27      -  39 01 05.85760(N)    082 01 07.77263(W) AD(       ) 1
 JY1374  NGVD 29 (07/19/86)  267.3    (m)          877.     (f) VERT ANG       
 JY1374
 JY1374.Superseded values are not recommended for survey control.
 JY1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1374.See file dsdata.txt to determine how the superseded data were derived.
 JY1374
 JY1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1181219309(NAD 83)
 JY1374_MARKER: DD = SURVEY DISK
 JY1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1374_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JY1374
 JY1374  HISTORY     - Date     Condition        Report By
 JY1374  HISTORY     - 1976     MONUMENTED       NGS
 JY1374
 JY1374                          STATION DESCRIPTION
 JY1374
 JY1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 JY1374'THE STATION IS ABOUT 3-1/2 MILES WEST-NORTHWEST OF SYRACUSE,
 JY1374'OHIO, 1 MILE EAST-SOUTHEAST OF POMEROY, OHIO, 1/2 MILE EAST
 JY1374'OF MASON, WEST VIRGINIA, 1/2 MILE SOUTH OF THE OHIO RIVER,
 JY1374'AND ON PROPERTY OWNED BY MR. FRANK HENDRICKSON OF MASON,
 JY1374'WEST VIRGINIA, TELEPHONE NUMBER 304-773-5997.
 JY1374'
 JY1374'TO REACH THE STATION FROM THE POST OFFICE IN MASON, WEST
 JY1374'VIRGINIA, GO NORTHEAST AND EAST ON U.S. HIGHWAY 33 FOR 1.1 MILES
 JY1374'TO A SIDE ROAD RIGHT.  TURN RIGHT, PASSING TO THE WEST SIDE OF
 JY1374'A CEMETERY, GO SOUTHERLY ON A DIRT ROAD FOR 0.15 MILE TO A METAL
 JY1374'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH AND WEST ON
 JY1374'FARM ROAD FOR 0.85 MILE TO A SHED ON THE RIGHT.  (TO REACH THE
 JY1374'AZIMUTH MARK FROM THIS POINT TURN RIGHT PASSING TO THE WEST
 JY1374'SIDE OF THE SHED GO NORTH AND WEST THROUGH OPEN FIELD FOR 0.15
 JY1374'MILE TO THE MARK AT THE NORTH EDGE OF FIELD.) BEAR LEFT FOR
 JY1374'0.05 MILE TO THE TOP OF THE HILL AND THE STATION.
 JY1374'
 JY1374'STATION MARKS ARE STANDARD DISKS STAMPED---HENDRICKSON 1975---.
 JY1374'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JY1374'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THERE IS
 JY1374'NOTHING PROMINENT OR OUTSTANDING AT THE STATION SITE TO MAKE
 JY1374'LOCAL MEASUREMENTS TO.  THE UNDERGROUND DISK IS SET IN AN
 JY1374'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND.
 JY1374'
 JY1374'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---HENDRICKSON
 JY1374'NO 1 1975---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JY1374'MONUMENT THAT IS FLUSH WITH THE GROUND.
 JY1374'
 JY1374'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---HENDRICKSON
 JY1374'NO 2 1975---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JY1374'MONUMENT THAT IS FLUSH WITH THE GROUND.
 JY1374'
 JY1374'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK
 JY1374'STAMPED---HENDRICKSON AZ 1975---, SET IN THE TOP OF A CYLINDRICAL
 JY1374'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 JY1374'4 FEET SOUTH OF A METAL WITNESS POST WITH A SIGH ATTACHED.
 JY1374'
 JY1374'A KEY IS REQUIRED TO GET TO THE STATION.
 JY1374'HEIGHT OF LIGHT ABOVE MARK WAS 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2111 ***********************************************************************
 JX2111  DESIGNATION -  HENDRICKSON
 JX2111  PID         -  JX2111
 JX2111  STATE/COUNTY-  WV/RITCHIE
 JX2111  USGS QUAD   -  SCHULTZ (1975)
 JX2111
 JX2111                         *CURRENT SURVEY CONTROL
 JX2111  ___________________________________________________________________
 JX2111* NAD 83(1995)-  39 15 44.95420(N)    081 09 58.37031(W)     ADJUSTED  
 JX2111* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 JX2111  ___________________________________________________________________
 JX2111  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 JX2111  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JX2111
 JX2111  HORZ ORDER  -  FIRST
 JX2111
 JX2111.The horizontal coordinates were established by classical geodetic methods
 JX2111.and adjusted by the National Geodetic Survey in April 1998..
 JX2111
 JX2111.The orthometric height was scaled from a topographic map.
 JX2111
 JX2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2111
 JX2111.The geoid height was determined by GEOID03.
 JX2111
 JX2111;                    North         East     Units Scale Factor Converg.
 JX2111;SPC WV N     -    85,982.334   456,210.583   MT  0.99996075   -1 03 45.6
 JX2111;SPC OH S     -   141,002.697   715,101.666   MT  0.99993816   +0 50 46.7
 JX2111;UTM  17      - 4,345,918.899   485,660.566   MT  0.99960253   -0 06 18.7
 JX2111
 JX2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2111!SPC WV N     -   0.99994461  x   0.99996075  =   0.99990537
 JX2111!SPC OH S     -   0.99994461  x   0.99993816  =   0.99988278
 JX2111!UTM  17      -   0.99994461  x   0.99960253  =   0.99954717
 JX2111
 JX2111|---------------------------------------------------------------------|
 JX2111| PID    Reference Object                     Distance      Geod. Az  |
 JX2111|                                                           dddmmss.s |
 JX2111| CD1860 HENDRICKSON RM 1                     14.680 METERS 20028     |
 JX2111| CD1859 HENDRICKSON AZ MK                                  2303652.3 |
 JX2111| CD1861 HENDRICKSON RM 2                     13.560 METERS 28535     |
 JX2111|---------------------------------------------------------------------|
 JX2111
 JX2111                          SUPERSEDED SURVEY CONTROL
 JX2111
 JX2111  NAD 83(1986)-  39 15 44.95906(N)    081 09 58.37806(W) AD(       ) 1
 JX2111  NAD 27      -  39 15 44.68460(N)    081 09 58.97330(W) AD(       ) 1
 JX2111
 JX2111.Superseded values are not recommended for survey control.
 JX2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2111.See file dsdata.txt to determine how the superseded data were derived.
 JX2111
 JX2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD8566145919(NAD 83)
 JX2111_MARKER: DS = TRIANGULATION STATION DISK
 JX2111_SETTING: 0 = UNSPECIFIED SETTING
 JX2111
 JX2111  HISTORY     - Date     Condition        Report By
 JX2111  HISTORY     - 1944     MONUMENTED       CGS
 JX2111  HISTORY     - 1958     GOOD             USGS
 JX2111
 JX2111                          STATION DESCRIPTION
 JX2111
 JX2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2111'STATION IS LOCATED ON A HIGH CLEARED HILL, ABOUT 18 MILES (AIR LINE)
 JX2111'E OF THE CITY OF
 JX2111'PARKERSBURG, ABOUT 4-1/2 MILES SE OF THE JUNCTION OF U.S.
 JX2111'HIGHWAY 50 AND STATE
 JX2111'HIGHWAY 31, AND ON LAND OWNED BY MR. M.V.
 JX2111'HENDRICKSON.  IT IS E OF THE WOODS AND
 JX2111'37 FEET N OF THE N EDGE OF
 JX2111'THE CONCRETE FOUNDATION OF AN OLD OIL-PUMP ENGINE.  THE
 JX2111'DISK IS
 JX2111'STAMPED HENDRICKSON 1944.
 JX2111'
 JX2111'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX2111'DISKS SET IN
 JX2111'CONCRETE.
 JX2111'
 JX2111'REFERENCE MARK 1 IS 48.16 FEET S OF THE STATION, 50 FEET N
 JX2111'OF AN E-W
 JX2111'FENCELINE, AND 40 FEET E OF THE E EDGE OF THE CONCRETE
 JX2111'FOUNDATION.  IT IS STAMPED
 JX2111'HENDRICKSON NO 1 1944.
 JX2111'
 JX2111'REFERENCE MARK 2 IS 44.49 FEET W OF THE STATION, AT THE E
 JX2111'EDGE OF THE WOODS,
 JX2111'AND 22 FEET W OF THE W EDGE OF THE CONCRETE
 JX2111'FOUNDATION.  IT IS STAMPED
 JX2111'HENDRICKSON NO 2 1944.
 JX2111'
 JX2111'AZIMUTH MARK IS SW OF THE STATION, NEAR AN OLD BARN ON THE
 JX2111'E SIDE OF THE
 JX2111'ROAD, 11 FEET W OF THE NW CORNER OF THE OLD BARN
 JX2111'3 FEET E OF A WOODEN WITNESS
 JX2111'POST AND A N-S FENCELINE, AND 11
 JX2111'FEET E OF THE CENTER LINE OF THE ROAD.  IT IS
 JX2111'STAMPED HENDRICKSON
 JX2111'1944.
 JX2111'
 JX2111'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 50
 JX2111'AND STATE HIGHWAY
 JX2111'31 ABOUT 21 MILES E OF PARKERSBURG, GO S ON
 JX2111'HIGHWAY 31 FOR 1.05 MILES TO A CURVE
 JX2111'IN THE HIGHWAY, TO THE RIGHT
 JX2111'AND A DIRT ROAD STRAIGHT AHEAD, CONTINUE STRAIGHT ON
 JX2111'DIRT ROAD
 JX2111'FOR 2.6 MILES TO AN OLD BARN ON THE RIGHT AND THE AZIMUTH MARK,
 JX2111'CONTINUE STRAIGHT
 JX2111'FOR 0.5 MILE TO THE TOP OF THE GRADE AND A FORK
 JX2111'LEFT, TURN LEFT AND GO 0.2 MILE TO
 JX2111'THE HENDRICKSON HOUSE ON THE
 JX2111'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A BARN
 JX2111'ON THE LEFT,
 JX2111'TURN LEFT THROUGH GATE AND TO THE LEFT OF THE BARN UP HILL 0.1
 JX2111'MILE TO A GATE,
 JX2111'PASS THROUGH GATE AND GO AROUND THE HILL TO
 JX2111'ANOTHER GATE, GO THROUGH GATE AND
 JX2111'UP THE HILL TO THE HIGHEST
 JX2111'POINT AND STATION.
 JX2111'
 JX2111'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 JX2111
 JX2111                          STATION RECOVERY (1958)
 JX2111
 JX2111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JX2111'STATION RECOVERED IN GOOD CONDITION, AND IS 1-INCH BELOW SURFACE.
 JX2111'
 JX2111'BOTH REFERENCE MARKS ARE FLUSH WITH GROUND.
 JX2111'
 JX2111'THE STATION IS 37 FEET NE OF CONCRETE FOUNDATION.  REFERENCE MARK 1
 JX2111'IS 48 FEET SW OF
 JX2111'STATION, AND 40 FEET SE OF CONCRETE FOUNDATION.  REFERENCE
 JX2111'MARK 2 IS 22 FEET N OF CONCRETE
 JX2111'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1372 ***********************************************************************
 JY1372  DESIGNATION -  HENDRICKSON AZ MK 1975
 JY1372  PID         -  JY1372
 JY1372  STATE/COUNTY-  WV/MASON
 JY1372  USGS QUAD   -  POMEROY (1992)
 JY1372
 JY1372                         *CURRENT SURVEY CONTROL
 JY1372  ___________________________________________________________________
 JY1372* NAD 83(1995)-  39 01 13.09976(N)    082 01 01.80991(W)     ADJUSTED  
 JY1372* NAVD 88     -       263.0    (meters)     863.     (feet)  VERTCON   
 JY1372  ___________________________________________________________________
 JY1372  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 JY1372  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JY1372
 JY1372  HORZ ORDER  -  SECOND
 JY1372
 JY1372.The horizontal coordinates were established by classical geodetic methods
 JY1372.and adjusted by the National Geodetic Survey in April 1998..
 JY1372
 JY1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1372
 JY1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1372
 JY1372.The geoid height was determined by GEOID03.
 JY1372
 JY1372;                    North         East     Units Scale Factor Converg.
 JY1372;SPC WV S     -   224,726.532   511,910.406   MT  1.00003206   -0 37 43.7
 JY1372;SPC OH S     -   113,379.268   641,811.879   MT  0.99995598   +0 18 22.9
 JY1372;UTM  17      - 4,319,522.037   411,945.727   MT  0.99969547   -0 38 25.6
 JY1372
 JY1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1372!SPC WV S     -   0.99996408  x   1.00003206  =   0.99999614
 JY1372!SPC OH S     -   0.99996408  x   0.99995598  =   0.99992006
 JY1372!UTM  17      -   0.99996408  x   0.99969547  =   0.99965956
 JY1372
 JY1372|---------------------------------------------------------------------|
 JY1372| PID    Reference Object                     Distance      Geod. Az  |
 JY1372|                                                           dddmmss.s |
 JY1372| JY1374 HENDRICKSON                         251.863 METERS 21128     |
 JY1372| JY1373 HENDRICKSON AZ MK A PT                8.596 METERS 27814     |
 JY1372|---------------------------------------------------------------------|
 JY1372
 JY1372                          SUPERSEDED SURVEY CONTROL
 JY1372
 JY1372  NAD 83(1995)-  39 01 13.10381(N)    082 01 01.81503(W) AD(       ) 2
 JY1372  NAD 83(1986)-  39 01 13.10615(N)    082 01 01.81215(W) AD(       ) 2
 JY1372  NAD 27      -  39 01 12.82447(N)    082 01 02.30854(W) AD(       ) 2
 JY1372  NGVD 29 (07/19/86)  263.2    (m)          864.     (f) VERT ANG       
 JY1372
 JY1372.Superseded values are not recommended for survey control.
 JY1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1372.See file dsdata.txt to determine how the superseded data were derived.
 JY1372
 JY1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1194619522(NAD 83)
 JY1372_MARKER: DD = SURVEY DISK
 JY1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1372+STABILITY: SURFACE MOTION
 JY1372
 JY1372  HISTORY     - Date     Condition        Report By
 JY1372  HISTORY     - 1976     MONUMENTED       NGS
 JY1372
 JY1372                          STATION DESCRIPTION
 JY1372
 JY1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 JY1372'A TRAVERSE TIE USING EDM EQUIPMENT WAS MADE FROM HENDRICKSON
 JY1372'1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3421 ***********************************************************************
 GX3421  DESIGNATION -  HENSLEY
 GX3421  PID         -  GX3421
 GX3421  STATE/COUNTY-  WV/MCDOWELL
 GX3421  USGS QUAD   -  DAVY (1976)
 GX3421
 GX3421                         *CURRENT SURVEY CONTROL
 GX3421  ___________________________________________________________________
 GX3421* NAD 83(1995)-  37 29 42.80280(N)    081 44 13.94107(W)     ADJUSTED  
 GX3421* NAVD 88     -       764.     (meters)    2507.     (feet)  SCALED    
 GX3421  ___________________________________________________________________
 GX3421  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 GX3421  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX3421
 GX3421  HORZ ORDER  -  SECOND
 GX3421
 GX3421.The horizontal coordinates were established by classical geodetic methods
 GX3421.and adjusted by the National Geodetic Survey in April 1998..
 GX3421
 GX3421.The orthometric height was scaled from a topographic map.
 GX3421
 GX3421.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3421
 GX3421.The geoid height was determined by GEOID03.
 GX3421
 GX3421;                    North         East     Units Scale Factor Converg.
 GX3421;SPC WV S     -    55,223.622   534,808.943   MT  0.99999750   -0 27 20.7
 GX3421;UTM  17      - 4,150,066.564   434,833.699   MT  0.99965231   -0 26 55.5
 GX3421
 GX3421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3421!SPC WV S     -   0.99988505  x   0.99999750  =   0.99988255
 GX3421!UTM  17      -   0.99988505  x   0.99965231  =   0.99953740
 GX3421
 GX3421                          SUPERSEDED SURVEY CONTROL
 GX3421
 GX3421  NAD 83(1995)-  37 29 42.80309(N)    081 44 13.94071(W) AD(       ) 2
 GX3421  NAD 83(1995)-  37 29 42.81099(N)    081 44 13.94453(W) AD(       ) 2
 GX3421  NAD 83(1995)-  37 29 42.81257(N)    081 44 13.94497(W) AD(       ) 2
 GX3421  NAD 83(1986)-  37 29 42.81203(N)    081 44 13.94629(W) AD(       ) 2
 GX3421  NAD 27      -  37 29 42.40961(N)    081 44 14.54344(W) AD(       ) 2
 GX3421
 GX3421.Superseded values are not recommended for survey control.
 GX3421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3421.See file dsdata.txt to determine how the superseded data were derived.
 GX3421
 GX3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB3483450067(NAD 83)
 GX3421
 GX3421  HISTORY     - Date     Condition        Report By
 GX3421  HISTORY     - UNK      MONUMENTED       USGS
 GX3421  HISTORY     - 1975     GOOD             USGS
 GX3421
 GX3421                          STATION DESCRIPTION
 GX3421
 GX3421'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (FAR)
 GX3421'THE STATION IS ABOUT 5 MILES NORTHEAST OF IAEGER AND 2-1/2 MILES
 GX3421'NORTHWEST OF THE HENSLEY POST OFFICE, ON THE MOST WESTERLY
 GX3421'KNOLL OF AN EAST-WEST RIDGE KNOWN LOCALLY AS HENSLEY BALD.
 GX3421'
 GX3421'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 80,
 GX3421'IN IAEGER, GO EASTERLY ON HIGHWAY 52 FOR 8.85 MILES TO A BLACK TOP
 GX3421'ROAD ON THE LEFT AT AN AMOCO SERVICE STATION.  TURN LEFT, AS PER SIGN
 GX3421'RODERFIELD 1 MILE, GO 2.65 MILES TO THE HENSLEY POST OFFICE.
 GX3421'CONTINUE ON THE BLACK TOP ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE
 GX3421'LEFT.  TURN LEFT ALONG RAILROAD TRACKS, GO 1.0 MILE TO A ROAD FORK.
 GX3421'TAKE LEFT FORK, GO 0.6 MILE TO A ROAD FORK.  TAKE RIGHT FORK, GO 0.2
 GX3421'MILE TO A ROAD FORK.  TAKE LEFT FORK, GO 0.4 MILE TO THE END OF
 GX3421'ROAD AT A FARM HOUSE AND THE END OF TRUCK TRAVEL.  PACK
 GX3421'WESTERLY ON A FOOT TRAIL TO THE TOP OF RIDGE, THENCE WESTERLY ALONG
 GX3421'THE TOP OF RIDGE TO THE MOST WESTERLY KNOLL AND THE STATION.  ABOUT
 GX3421'A 1 HOUR PACK.
 GX3421'
 GX3421'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HENSLEY 1933,
 GX3421'DISTANCE BEING 13.83 FEET (4.215 METERS) NORTHWEST OF STATION
 GX3421'HENSLEY.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, NO
 GX3421'STAMPING, BOLTED TO THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 10
 GX3421'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3422 ***********************************************************************
 GX3422  DESIGNATION -  HENSLEY
 GX3422  PID         -  GX3422
 GX3422  STATE/COUNTY-  WV/MCDOWELL
 GX3422  USGS QUAD   -  DAVY (1976)
 GX3422
 GX3422                         *CURRENT SURVEY CONTROL
 GX3422  ___________________________________________________________________
 GX3422* NAD 83(1995)-  37 29 42.75415(N)    081 44 13.78091(W)     ADJUSTED  
 GX3422* NAVD 88     -       764.3    (meters)    2508.     (feet)  VERTCON   
 GX3422  ___________________________________________________________________
 GX3422  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 GX3422  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX3422
 GX3422  HORZ ORDER  -  FIRST
 GX3422
 GX3422.The horizontal coordinates were established by classical geodetic methods
 GX3422.and adjusted by the National Geodetic Survey in April 1998..
 GX3422
 GX3422.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3422
 GX3422.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3422
 GX3422.The geoid height was determined by GEOID03.
 GX3422
 GX3422;                    North         East     Units Scale Factor Converg.
 GX3422;SPC WV S     -    55,222.091   534,812.865   MT  0.99999751   -0 27 20.6
 GX3422;UTM  17      - 4,150,065.034   434,837.620   MT  0.99965230   -0 26 55.4
 GX3422
 GX3422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3422!SPC WV S     -   0.99988497  x   0.99999751  =   0.99988248
 GX3422!UTM  17      -   0.99988497  x   0.99965230  =   0.99953731
 GX3422
 GX3422:                Primary Azimuth Mark                     Grid Az
 GX3422:SPC WV S     -  HENSLEY RM 1 AZIMUTH                     072 05 48.1
 GX3422:UTM  17      -  HENSLEY RM 1 AZIMUTH                     072 05 22.9
 GX3422
 GX3422|---------------------------------------------------------------------|
 GX3422| PID    Reference Object                     Distance      Geod. Az  |
 GX3422|                                                           dddmmss.s |
 GX3422| DC3550 HENSLEY RM 1 AZIMUTH                               0713827.5 |
 GX3422| DC3551 HENSLEY RM 2                          8.502 METERS 17030     |
 GX3422| GX3439 RIFFE                               APPROX.13.6 KM 1890434.2 |
 GX3422| DC3553 HENSLEY RM 4                          8.952 METERS 26302     |
 GX3422| DC3552 HENSLEY RM 3                          8.896 METERS 26321     |
 GX3422| GX3421 HENSLEY                               4.210 METERS 29052     |
 GX3422|---------------------------------------------------------------------|
 GX3422
 GX3422                          SUPERSEDED SURVEY CONTROL
 GX3422
 GX3422  NAD 83(1995)-  37 29 42.75443(N)    081 44 13.78055(W) AD(       ) 1
 GX3422  NAD 83(1995)-  37 29 42.76234(N)    081 44 13.78437(W) AD(       ) 1
 GX3422  NAD 83(1995)-  37 29 42.76392(N)    081 44 13.78481(W) AD(       ) 1
 GX3422  NAD 83(1986)-  37 29 42.76338(N)    081 44 13.78614(W) AD(       ) 1
 GX3422  NAD 27      -  37 29 42.36093(N)    081 44 14.38324(W) AD(       ) 1
 GX3422  NGVD 29 (07/19/86)  764.5    (m)         2508.     (f) VERT ANG       
 GX3422
 GX3422.Superseded values are not recommended for survey control.
 GX3422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3422.See file dsdata.txt to determine how the superseded data were derived.
 GX3422
 GX3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB3483850065(NAD 83)
 GX3422_MARKER: DS = TRIANGULATION STATION DISK
 GX3422_SETTING: 66 = SET IN ROCK OUTCROP
 GX3422_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GX3422
 GX3422  HISTORY     - Date     Condition        Report By
 GX3422  HISTORY     - 1933     MONUMENTED       CGS
 GX3422  HISTORY     - 1934     GOOD             CGS
 GX3422  HISTORY     - 1957     GOOD             CGS
 GX3422
 GX3422                          STATION DESCRIPTION
 GX3422
 GX3422'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GX3422'STATION IS LOCATED ON TOP OF A FLAT-TOPPED KNOB, LOCALLY KNOWN AS
 GX3422'HENSLEYS BALD, NEAR THE SITE OF THE OLD USGS STATION, ABOUT 10 MILES
 GX3422'W OF WELCH, WEST VIRGINIA, AND 3 MILES SW OF CLAREM.
 GX3422'
 GX3422'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A DEPRESSION
 GX3422'IN OUTCROPPING BEDROCK.
 GX3422'
 GX3422'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 GX3422'BOULDERS.
 GX3422'
 GX3422'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS NE OF THE STATION IN THE
 GX3422'SADDLE BETWEEN TWO KNOBS ALONG THE RIGHT-HAND SIDE OF THE TRAIL,
 GX3422'ABOUT 200 YARDS FROM THE STATION.
 GX3422'
 GX3422'REFERENCE MARK NO. 2 IS S OF THE STATION AND ON THE DOWNWARD SLOPE OF
 GX3422'THE HILL.
 GX3422'
 GX3422'REFERENCE MARK NO. 3 IS WSW OF THE STATION ON THE S SIDE OF THE
 GX3422'RIDGE.
 GX3422'
 GX3422'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GX3422
 GX3422                          STATION RECOVERY (1934)
 GX3422
 GX3422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3422'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 GX3422'
 GX3422'TO REACH THE STATION FROM INTERSECTION OF STATE HIGHWAY 12, AND U.S.
 GX3422'HIGHWAY 52, IN THE CITY OF WELCH, GO SW ON HIGHWAY 52, TOWARD
 GX3422'IAEGER, FOR 8.3 MILES AND TURN RIGHT ONTO GRAVEL AND MACADAM ROAD
 GX3422'THROUGH THE TOWN OF RODERFIELD, FOR 2.5 MILES TO THE HENSLEY,
 GX3422'WEST VIRGINIA, POST OFFICE.  CONTINUE ON THIS ROAD FOR 0.3 MILE AND
 GX3422'TURN LEFT ONTO ROCKY DIRT ROAD ALONG OLD RAILROAD TRACKS FOR 0.9
 GX3422'MILE, TURN LEFT WITH MAIN ROAD FOR 1.1 MILES TO END OF TRUCK TRAVEL
 GX3422'AT AN OLD MINE.  FROM HERE FOLLOW TRAIL STRAIGHT AHEAD TO TOP OF
 GX3422'RIDGE, THENCE ALONG THE TOP OF RIDGE IN A SOUTHWESTERLY DIRECTION FOR
 GX3422'ABOUT 1-3/4 MILES TO THE MOST WESTERLY KNOB AND STATION.
 GX3422
 GX3422                          STATION RECOVERY (1957)
 GX3422
 GX3422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3422'STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED AND
 GX3422'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS FOUND TO
 GX3422'BE DESTROYED.  A NEW REFERENCE MARK NO. 4 WAS SET.
 GX3422'
 GX3422'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS- THE STATION IS ABOUT 5
 GX3422'MILES NORTHEAST OF IAEGER AND 2-1/2 MILES NORTHWEST OF THE HENSLEY
 GX3422'POST OFFICE, ON THE MOST WESTERLY KNOLL OF AN EAST-WEST RIDGE,
 GX3422'LOCALLY KNOWN AS THE HENSLEYS BALD, AND IS THE SAME KNOLL THE U.S.
 GX3422'GEOLOGICAL SURVEY MARK IS ON.
 GX3422'
 GX3422'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 80,
 GX3422'IN IAEGER, GO EASTERLY ON HIGHWAY 52 FOR 8.85 MILES TO A BLACK TOP
 GX3422'ROAD ON THE LEFT AT AN AMOCO SERVICE STATION.  TURN LEFT, AS PER SIGN
 GX3422'RODERFIELD 1 MILE, GO 2.65 MILES TO THE HENSLEY POST OFFICE.
 GX3422'CONTINUE ON THE BLACK TOP ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE
 GX3422'LEFT.  TURN LEFT ALONG RAILROAD TRACKS, GO 1.0 MILE TO A ROAD FORK.
 GX3422'TAKE LEFT FORK, GO 0.6 MILE TO A ROAD FORK.  TAKE RIGHT FORK, GO 0.2
 GX3422'MILE TO A ROAD FORK.  TAKE LEFT FORK, GO 0.4 MILE TO THE END OF
 GX3422'ROAD AT A FARM HOUSE AND THE END OF TRUCK TRAVEL.  PACK
 GX3422'WESTERLY ON A FOOT TRAIL TO THE TOP OF RIDGE, THENCE WESTERLY ALONG
 GX3422'THE TOP OF RIDGE TO THE MOST WESTERLY KNOLL AND THE STATION.  ABOUT
 GX3422'A 1 HOUR PACK.
 GX3422'
 GX3422'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK EASTERLY ALONG THE
 GX3422'FOOT TRAIL FOR ABOUT 200 YARDS TO THE SADDLE BETWEEN TWO KNOLLS AND
 GX3422'THE AZIMUTH MARK ON THE RIGHT SIDE OF FOOT TRAIL.
 GX3422'
 GX3422'STATION MARK, A STANDARD DISK STAMPED HENSLEY 1933, IS CEMENTED IN A
 GX3422'DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE SURFACE OF THE
 GX3422'GROUND.
 GX3422'
 GX3422'REFERENCE MARK NO. 1 (AZIMUTH MARK), IS A BRONZE PIN CEMENTED IN A
 GX3422'DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1 FOOT ON THE SOUTH
 GX3422'SIDE.  IT IS 12 FEET WEST OF A TRIANGULAR BLAZE ON A 12-INCH TREE AND
 GX3422'2 FEET SOUTH OF THE FOOT TRAIL.
 GX3422'
 GX3422'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HENSLEY NO 2 1933, IS
 GX3422'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8 INCHES.  IT IS
 GX3422'ON THE SOUTH SLOPE OF HILL ABOUT 4 FEET LOWER THAN STATION.
 GX3422'
 GX3422'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HENSLEY NO 4 1933, IS
 GX3422'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 INCH.  IT IS
 GX3422'ON THE WEST SLOPE OF HILL ABOUT 1 FOOT LOWER THAN STATION.
 GX3422'
 GX3422'HENSLEY (USGS) IS A BRONZE DISK, NO STAMPING, BOLTED ON THE TOP OF A
 GX3422'3-INCH PIPE WHICH PROJECTS 10 INCHES.  IT IS ON THE HIGHEST PART OF
 GX3422'HILL AND IS THE SAME ELEVATION AS THE STATION.
 GX3422'
 GX3422'NOTE- A 4 FT. STAND WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2986 ***********************************************************************
 HX2986  DESIGNATION -  HERMON
 HX2986  PID         -  HX2986
 HX2986  STATE/COUNTY-  WV/ROANE
 HX2986  USGS QUAD   -  WALTON (1976)
 HX2986
 HX2986                         *CURRENT SURVEY CONTROL
 HX2986  ___________________________________________________________________
 HX2986* NAD 83(1995)-  38 44 03.62835(N)    081 29 34.23124(W)     ADJUSTED  
 HX2986* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 HX2986  ___________________________________________________________________
 HX2986  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 HX2986  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HX2986
 HX2986  HORZ ORDER  -  SECOND
 HX2986
 HX2986.The horizontal coordinates were established by classical geodetic methods
 HX2986.and adjusted by the National Geodetic Survey in April 1998..
 HX2986
 HX2986.The orthometric height was scaled from a topographic map.
 HX2986
 HX2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2986
 HX2986.The geoid height was determined by GEOID03.
 HX2986
 HX2986;                    North         East     Units Scale Factor Converg.
 HX2986;SPC WV S     -   192,611.290   557,149.098   MT  0.99997166   -0 18 16.8
 HX2986;UTM  17      - 4,287,412.089   457,164.707   MT  0.99962259   -0 18 30.2
 HX2986
 HX2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2986!SPC WV S     -   0.99995226  x   0.99997166  =   0.99992393
 HX2986!UTM  17      -   0.99995226  x   0.99962259  =   0.99957487
 HX2986
 HX2986|---------------------------------------------------------------------|
 HX2986| PID    Reference Object                     Distance      Geod. Az  |
 HX2986|                                                           dddmmss.s |
 HX2986| DC3555 HERMON RM 1                          12.478 METERS 06619     |
 HX2986| DC3556 HERMON RM 2                          20.305 METERS 16616     |
 HX2986| DC3554 HERMON AZ MK                                       2711258.5 |
 HX2986|---------------------------------------------------------------------|
 HX2986
 HX2986                          SUPERSEDED SURVEY CONTROL
 HX2986
 HX2986  NAD 83(1986)-  38 44 03.63487(N)    081 29 34.23677(W) AD(       ) 2
 HX2986  NAD 27      -  38 44 03.31300(N)    081 29 34.79500(W) AD(       ) 2
 HX2986
 HX2986.Superseded values are not recommended for survey control.
 HX2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2986.See file dsdata.txt to determine how the superseded data were derived.
 HX2986
 HX2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5716587412(NAD 83)
 HX2986_MARKER: DS = TRIANGULATION STATION DISK
 HX2986_SETTING: 0 = UNSPECIFIED SETTING
 HX2986
 HX2986  HISTORY     - Date     Condition        Report By
 HX2986  HISTORY     - 1944     MONUMENTED       CGS
 HX2986  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX2986
 HX2986                          STATION DESCRIPTION
 HX2986
 HX2986'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2986'STATION IS LOCATED
 HX2986'ABOUT 5 MILES NW
 HX2986'OF THE VILLAGE OF GANDEEVILLE, 3-1/2 MILES W OF
 HX2986'N OF THE HARMONY POST OFFICE, ABOUT
 HX2986'0.1 MILE S OF THE MT. HERMON
 HX2986'CHURCH, ON A WOODED RIDGE OWNED BY BRADY REED OF
 HX2986'SPENCER.  IT IS
 HX2986'63.5 FEET NE OF A 3-FOOT OAK TREE, 36 FEET NW OF A 2-FOOT OAK
 HX2986'TREE, AND 49
 HX2986'FEET WSW OF AN 18-INCH OAK TREE.  DISK IS STAMPED
 HX2986'HERMON 1944 AND PROJECTS ABOUT
 HX2986'6 INCHES.
 HX2986'
 HX2986'SURFACE-STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH
 HX2986'MARK ARE BRONZE
 HX2986'DISKS SET IN CONCRETE AT THE CENTERS OF THE TOPS
 HX2986'OF TILES.  UNDERGROUND MARK IS A
 HX2986'BRONZE DISK SET IN CONCRETE.
 HX2986'
 HX2986'REFERENCE MARK 1 IS IN A N-S ROW OF TREES.  IT IS STAMPED
 HX2986'HERMON NO 1 1944
 HX2986'AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 HX2986'
 HX2986'REFERENCE MARK 2 IS 17 FEET S OF A 24-INCH OAK TREE.  IT IS
 HX2986'STAMPED HERMON NO
 HX2986'2 1944 AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 HX2986'
 HX2986'AZIMUTH MARK IS 0.25 MILE BY ROAD W OF THE STATION, 25
 HX2986'FEET S OF FENCE
 HX2986'CORNER, 35 FEET S OF THE CENTER LINE OF ROAD, 2
 HX2986'FEET SE OF THE JUNCTION OF FENCE
 HX2986'LINES, AND NEAR A 4- BY 4-INCH
 HX2986'WHITE WITNESS POST.  IT IS STAMPED HERMON 1944 AZI
 HX2986'AND PROJECTS
 HX2986'ABOUT 6 INCHES ABOVE THE GROUND.
 HX2986'
 HX2986'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN SPENCER,
 HX2986'GO S ON U.S.
 HX2986'HIGHWAY 119 FOR 8.75 MILES TO THE GANDEEVILLE POST
 HX2986'OFFICE ON THE RIGHT.  CONTINUE
 HX2986'ON HIGHWAY 119 FOR 0.1 MILE, THENCE
 HX2986'RIGHT ON A SURFACED ROAD FOR 5.20 MILES TO A FORK
 HX2986'AT AN UNPAINTED
 HX2986'BUILDING.  TAKE THE RIGHT FORK AND GO 1.35 MILES TO THE END OF THE
 HX2986'SURFACED ROAD.
 HX2986'CONTINUE ON MAIN-TRAVELED DIRT ROAD FOR 2.8 MILES,
 HX2986'THENCE ON LEFT FORK FOR 0.6 MILE
 HX2986'TO A T-INTERSECTION AT THE TOP
 HX2986'OF THE RIDGE.  TURN LEFT AND GO 0.3 MILE TO THE MT.
 HX2986'HERMON CHURCH
 HX2986'ON THE LEFT.  CONTINUE FOR 0.15 MILE TO A BOARD GATE ON THE LEFT,
 HX2986'TURN LEFT THROUGH
 HX2986'BOARD GATE, THENCE LEFT FOR 0.05 MILE TO THE
 HX2986'HIGHEST POINT AND THE STATION.
 HX2986'
 HX2986'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX2986
 HX2986                          STATION RECOVERY (1983)
 HX2986
 HX2986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 HX2986'AN EXTENSIVE SEARCH WAS MADE FOR THIS STATION WITH NO RESULTS.  THE
 HX2986'RIDGE IS NO LONGER WOODED AND IS NOW A PLOWED FIELD.  THE RMS AND
 HX2986'AZIMUTH MARK WERE ALSO SEARCHED FOR BUT NOT RECOVERED.
 HX2986'
 HX2986'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST
 HX2986'OF GANDEEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1170 ***********************************************************************
 HW1170  DESIGNATION -  HH 60
 HW1170  PID         -  HW1170
 HW1170  STATE/COUNTY-  WV/HARDY
 HW1170  USGS QUAD   -  LOST CITY (1994)
 HW1170
 HW1170                         *CURRENT SURVEY CONTROL
 HW1170  ___________________________________________________________________
 HW1170* NAD 83(1986)-  38 57 15.     (N)    078 48 14.     (W)     SCALED    
 HW1170* NAVD 88     -       421.469  (meters)    1382.77   (feet)  ADJUSTED  
 HW1170  ___________________________________________________________________
 HW1170  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HW1170  DYNAMIC HT  -         421.170 (meters)    1381.79  (feet)  COMP
 HW1170  MODELED GRAV-     979,906.5   (mgal)                       NAVD 88
 HW1170
 HW1170  VERT ORDER  -  SECOND    CLASS 0
 HW1170
 HW1170.The horizontal coordinates were scaled from a topographic map and have
 HW1170.an estimated accuracy of +/- 6 seconds.
 HW1170
 HW1170.The orthometric height was determined by differential leveling
 HW1170.and adjusted by the National Geodetic Survey in June 1991..
 HW1170
 HW1170.The geoid height was determined by GEOID03.
 HW1170
 HW1170.The dynamic height is computed by dividing the NAVD 88
 HW1170.geopotential number by the normal gravity value computed on the
 HW1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1170.degrees latitude (g = 980.6199 gals.).
 HW1170
 HW1170.The modeled gravity was interpolated from observed gravity values.
 HW1170
 HW1170;                    North         East    Units  Estimated Accuracy
 HW1170;SPC WV N     -    50,650.      660,340.      MT  (+/- 180 meters Scaled)
 HW1170
 HW1170                          SUPERSEDED SURVEY CONTROL
 HW1170
 HW1170  NGVD 29 (??/??/92)  421.605  (m)         1383.22   (f) ADJ UNCH    2 0
 HW1170
 HW1170.Superseded values are not recommended for survey control.
 HW1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1170.See file dsdata.txt to determine how the superseded data were derived.
 HW1170
 HW1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD902139(NAD 83)
 HW1170_MARKER: DD = SURVEY DISK
 HW1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1170_STAMPING: HH 60 1935
 HW1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1170+STABILITY: SURFACE MOTION
 HW1170
 HW1170  HISTORY     - Date     Condition        Report By
 HW1170  HISTORY     - 1935     MONUMENTED       CGS
 HW1170  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1170
 HW1170                          STATION DESCRIPTION
 HW1170
 HW1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1170'2.4 MI N FROM LOST CITY.
 HW1170'2.4 MILES NORTH ALONG FORMER STATE HIGHWAY 58 FROM THE HISHMAN
 HW1170'STORE AT LOST CITY, HARDY COUNTY, IN LINE WITH THE NORTH SIDE
 HW1170'OF A STEEL BRIDGE OVER LOST RIVER, AT THE JUNCTION OF A DIRT
 HW1170'ROAD LEADING EAST TO A BARN, 30 FEET EAST OF THE CENTERLINE
 HW1170'OF THE HIGHWAY, 12 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 HW1170'AND OUTSIDE A FENCE CORNER.  A STANDARD DISK, STAMPED HH 60
 HW1170'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0032 ***********************************************************************
 HX0032  CBN         -  This is a Cooperative Base Network Control Station.
 HX0032  DESIGNATION -  HICKORY LICK
 HX0032  PID         -  HX0032
 HX0032  STATE/COUNTY-  WV/RANDOLPH
 HX0032  USGS QUAD   -  SAMP (1995)
 HX0032
 HX0032                         *CURRENT SURVEY CONTROL
 HX0032  ___________________________________________________________________
 HX0032* NAD 83(1995)-  38 33 57.57496(N)    080 09 06.75461(W)     ADJUSTED  
 HX0032* NAVD 88     -      1205.023  (meters)    3953.48   (feet)  ADJUSTED  
 HX0032  ___________________________________________________________________
 HX0032  X           -     854,231.798 (meters)                     COMP
 HX0032  Y           -  -4,920,829.106 (meters)                     COMP
 HX0032  Z           -   3,955,492.061 (meters)                     COMP
 HX0032  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 HX0032  ELLIP HEIGHT-        1174.45  (meters)          (04/23/01) GPS OBS
 HX0032  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HX0032  DYNAMIC HT  -        1204.005 (meters)    3950.14  (feet)  COMP
 HX0032  MODELED GRAV-     979,740.7   (mgal)                       NAVD 88
 HX0032
 HX0032  HORZ ORDER  -  A
 HX0032  VERT ORDER  -  SECOND    CLASS 0
 HX0032  ELLP ORDER  -  FOURTH    CLASS I
 HX0032
 HX0032.The horizontal coordinates were established by GPS observations
 HX0032.and adjusted by the National Geodetic Survey in April 2001..
 HX0032
 HX0032.The orthometric height was determined by differential leveling
 HX0032.and adjusted by the National Geodetic Survey in June 1991..
 HX0032
 HX0032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX0032
 HX0032.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX0032
 HX0032.The ellipsoidal height was determined by GPS observations
 HX0032.and is referenced to NAD 83.
 HX0032
 HX0032.The geoid height was determined by GEOID03.
 HX0032
 HX0032.The dynamic height is computed by dividing the NAVD 88
 HX0032.geopotential number by the normal gravity value computed on the
 HX0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0032.degrees latitude (g = 980.6199 gals.).
 HX0032
 HX0032.The modeled gravity was interpolated from observed gravity values.
 HX0032
 HX0032;                    North         East     Units Scale Factor Converg.
 HX0032;SPC WV S     -   174,148.176   673,911.734   MT  0.99994779   +0 31 27.5
 HX0032;UTM  17      - 4,268,957.096   573,887.666   MT  0.99966723   +0 31 43.5
 HX0032
 HX0032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX0032!SPC WV S     -   0.99981576  x   0.99994779  =   0.99976356
 HX0032!UTM  17      -   0.99981576  x   0.99966723  =   0.99948305
 HX0032
 HX0032:                Primary Azimuth Mark                     Grid Az
 HX0032:SPC WV S     -  HICKORY LICK AZ MK                       221 52 52.2
 HX0032:UTM  17      -  HICKORY LICK AZ MK                       221 52 36.2
 HX0032
 HX0032|---------------------------------------------------------------------|
 HX0032| PID    Reference Object                     Distance      Geod. Az  |
 HX0032|                                                           dddmmss.s |
 HX0032| HX0031 HICKORY LICK AZ MK                                 2222419.7 |
 HX0032| HX0034 HICKORY LICK RM 2                    11.282 METERS 27018     |
 HX0032| HX0033 HICKORY LICK RM 1                    11.701 METERS 35736     |
 HX0032|---------------------------------------------------------------------|
 HX0032
 HX0032                          SUPERSEDED SURVEY CONTROL
 HX0032
 HX0032  NAD 83(1995)-  38 33 57.57438(N)    080 09 06.75258(W) AD(       ) 3
 HX0032  NAD 83(1986)-  38 33 57.57959(N)    080 09 06.76460(W) AD(       ) 3
 HX0032  NAD 27      -  38 33 57.18190(N)    080 09 07.50500(W) AD(       ) 3
 HX0032  NAVD 88 (04/23/01) 1205.02   (m)         3953.5    (f) LEVELING    3  
 HX0032  NGVD 29 (??/??/92) 1205.092  (m)         3953.71   (f) ADJ UNCH    2 0
 HX0032
 HX0032.Superseded values are not recommended for survey control.
 HX0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0032.See file dsdata.txt to determine how the superseded data were derived.
 HX0032
 HX0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7388868957(NAD 83)
 HX0032_MARKER: DS = TRIANGULATION STATION DISK
 HX0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0032_STAMPING: HICKORY LICK 1961
 HX0032_MARK LOGO: CGS   
 HX0032_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0032+STABILITY: SURFACE MOTION
 HX0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX0032+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1999
 HX0032
 HX0032  HISTORY     - Date     Condition        Report By
 HX0032  HISTORY     - 1961     MONUMENTED       CGS
 HX0032  HISTORY     - 1962     GOOD             CGS
 HX0032  HISTORY     - 1962     GOOD             NGS
 HX0032  HISTORY     - 19990620 GOOD             WVALS
 HX0032
 HX0032                          STATION DESCRIPTION
 HX0032
 HX0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX0032'STATION IS LOCATED ON A HIGH GRASS COVERED KNOLL AT THE EAST END OF
 HX0032'POINT MOUNTAIN
 HX0032'ABOUT 15-1/2 MILES NORTHEAST OF WEBSTER SPRINGS, ABOUT 7.0
 HX0032'MILES WEST OF VALLEY HEAD AND
 HX0032'ABOUT 7.0 MILES SOUTHEAST OF PICKENS.
 HX0032'STATION, A STANDARD DISK SET IN A 12 X 12 INCH
 HX0032'CONCRETE MONUMENT AND STAMPED
 HX0032'HICKORYLICK 1961 IS 94-1/2 FEET WEST OF A UTILITY POLE AND 2.9
 HX0032'FEET NORTH OF A STEEL
 HX0032'WITNESS POST WITH METAL SIGN.  THE MARK PROJECTS 6 INCHES.
 HX0032'
 HX0032'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 219 AND STATE HIGHWAY
 HX0032'NO. 15 IN THE
 HX0032'VILLAGE OF VALLEY HEAD, GO WEST ON STATE HIGHWAY NO. 15 FOR
 HX0032'5.5 MILES TO THE VILLAGE OF
 HX0032'MONTERVILLE.  CONTINUE WESTERLY ON STATE HIGHWAY
 HX0032'NO. 15 FOR 2.25 MILES TO CROSSROADS.  CONTINUE
 HX0032'WESTERLY ON STATE HIGHWAY
 HX0032'NO. 15 FOR 0.8 MILE TO A GATE ON RIGHT (NORTH) SIDE OF HIGHWAY.
 HX0032'TURN SHARP RIGHT,
 HX0032'PASS THROUGH GATE AND CONTINUE UP HILL THROUGH THE MEADOW
 HX0032'FOR 0.3 MILE TO TOP OF KNOLL
 HX0032'AND STATION AS DESCRIBED.
 HX0032'
 HX0032'TO REACH AZIMUTH MARK FROM THE GATE MENTIONED ABOVE, GO WESTERLY ON
 HX0032'STATE HIGHWAY NO.
 HX0032'15 FOR 0.5 MILE TO MARK NEAR FENCE CORNER AS DESCRIBED.
 HX0032'
 HX0032'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A ROUND CONCRETE
 HX0032'MONUMENT AND
 HX0032'STAMPED HICKORYLICK NO 1 1961 IS 41 FEET SOUTH OF A STEEL WITNESS
 HX0032'POST WITH METAL SIGN.
 HX0032'THE MARK PROJECTS 6 INCHES.
 HX0032'
 HX0032'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A ROUND CONCRETE
 HX0032'MONUMENT AND
 HX0032'STAMPED HICKORYLICK NO 2 1961 IS 39 FEET EAST OF A STEEL WITNESS POST
 HX0032'WITH METAL SIGN.  THE
 HX0032'MARK PROJECTS 6 INCHES.
 HX0032'
 HX0032'AZIMUTH MARK, A STANDARD DISK SET IN A ROUND CONCRETE MONUMENT AND
 HX0032'STAMPED
 HX0032'HICKORYLICK 1961 IS 39-1/2 FEET NORTH OF THE APPROXIMATE CENTERLINE
 HX0032'OF STATE HIGHWAY NO. 15,
 HX0032'2.5 FEET NORTHWEST OF FENCE CORNER, 1.5 FEET WEST
 HX0032'OF FENCELINE AND 2.5 FEET EAST OF A STEEL
 HX0032'WITNESS POST WITH METAL SIGN.
 HX0032'THE MARK PROJECTS 5 INCHES.
 HX0032'
 HX0032'HEIGHT OF LIGHT ABOVE STATION MARK 1.19 METERS.
 HX0032
 HX0032                          STATION RECOVERY (1962)
 HX0032
 HX0032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 HX0032'ABOUT 3.6 MILES WEST ALONG STAT HIGHWAY 15 FROM THE ELEMTARY SCHOOL
 HX0032'AT MONTERVILLE, THENCE 0.3 MILES NORTHEAST ALONG A FIELD TRAIL, AT
 HX0032'THE TOP OF A CLEARED SUMMIT, 257 FEET NORTH OF POWER POLE WITH TWO
 HX0032'GUY WIRES, 95 FEET NORTHWEST OF LONE POLE, 2.8 FEET NORTH OF A STEEL
 HX0032'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 5
 HX0032'INCHES.
 HX0032'
 HX0032'HICKORY LICK RM 1--38.4 FEET NORTH OF TRIANGULATION STATION HICKORY
 HX0032'LICK 1961 DESCRIBED, 51.9 FEET NORTHEAST OF RM NO 2, 295 FEET NORTH
 HX0032'OF POWER POLE WITH TWO GUY WIRES, ABOUT 4-1/2 BELOW LEVEL OF
 HX0032'SUMMIT, AND IS A REFERENCE MARK DISK, STAMPED HICKORY LICK NO 1
 HX0032'1961, AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HX0032'
 HX0032'HICKORY LICK RM 2--37 FEET WEST OF TRIANGULATION STATION HICKORY
 HX0032'LICK 1961 DESCRIBED, 51.9 FEET SOUTHWEST OF RM NO 1, 265 FEET NORTH
 HX0032'OF POWER POLE WITH TWO GUY WIRES, ABOUT 3 FEET BELOW LEVEL OF
 HX0032'SUMMIT, AND IS A REFERENCE MARK DISK, STAMPED HICKORY LICK NO 2
 HX0032'1961, AND SET IN TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 HX0032'
 HX0032'THE AZIMUTH MARK IS
 HX0032'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 15 FROM THE ELEMENTARY
 HX0032'SCHOOL AT MONTERVILLE, ABOUT 4.7 MILES EAST ALONG STATE HIGHWAY 15
 HX0032'FROM THE POST OFFICE AT WANETA, AT THE WEST END OF A CURVE WITH
 HX0032'TANGENTS EXTENDING WEST AND NORTH, AT THE SOUTHWEST CORNER OF A
 HX0032'FIELD, 124 FEET WEST OF A POWER POLE WITH TWO GUY WIRES, 40 FEET
 HX0032'NORTH OF CENTER LINE OF HIGHWAY, 3 FEET NORTHWEST OF FENCE CORNER, 1
 HX0032'1/2 FEET WEST OF FENCE LINE, 2.7 FEET NORTHEAST OF STEEL WITNESS
 HX0032'POST, ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY, AND SET IN TOP OF A
 HX0032'CONCRETE POST PROJECTING 4 INCHES.
 HX0032'
 HX0032'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.9 MILES WEST.
 HX0032
 HX0032                          STATION RECOVERY (1962)
 HX0032
 HX0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX0032'3.9 MI W FROM MONTERVILLE.
 HX0032'ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 15 FROM THE ELEMENTARY
 HX0032'SCHOOL AT MONTERVILLE, THENCE 0.3 MILES NORTHEAST ALONG A FIELD
 HX0032'TRAIL, AT THE TOP OF A CLEARED SUMMIT, 257 FEET NORTH OF POWER
 HX0032'POLE WITH TWO GUY WIRES, 95 FEET NORTHWEST OF LONE POLE, 2.8
 HX0032'FEET NORTH OF A STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE
 HX0032'POST PROJECTING 5 INCHES.
 HX0032
 HX0032                          STATION RECOVERY (1999)
 HX0032
 HX0032'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 1999 (DLT)
 HX0032'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0031 ***********************************************************************
 HX0031  DESIGNATION -  HICKORY LICK AZ MK
 HX0031  PID         -  HX0031
 HX0031  STATE/COUNTY-  WV/RANDOLPH
 HX0031  USGS QUAD   -  SAMP (1995)
 HX0031
 HX0031                         *CURRENT SURVEY CONTROL
 HX0031  ___________________________________________________________________
 HX0031* NAD 83(1986)-  38 33 31.     (N)    080 09 40.     (W)     SCALED    
 HX0031* NAVD 88     -      1179.060  (meters)    3868.30   (feet)  ADJUSTED  
 HX0031  ___________________________________________________________________
 HX0031  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HX0031  DYNAMIC HT  -        1178.068 (meters)    3865.04  (feet)  COMP
 HX0031  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 HX0031
 HX0031  VERT ORDER  -  SECOND    CLASS 0
 HX0031
 HX0031.The horizontal coordinates were scaled from a topographic map and have
 HX0031.an estimated accuracy of +/- 6 seconds.
 HX0031
 HX0031.The orthometric height was determined by differential leveling
 HX0031.and adjusted by the National Geodetic Survey in June 1991..
 HX0031
 HX0031.The geoid height was determined by GEOID03.
 HX0031
 HX0031.The dynamic height is computed by dividing the NAVD 88
 HX0031.geopotential number by the normal gravity value computed on the
 HX0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0031.degrees latitude (g = 980.6199 gals.).
 HX0031
 HX0031.The modeled gravity was interpolated from observed gravity values.
 HX0031
 HX0031;                    North         East    Units  Estimated Accuracy
 HX0031;SPC WV S     -   173,320.      673,110.      MT  (+/- 180 meters Scaled)
 HX0031
 HX0031                          SUPERSEDED SURVEY CONTROL
 HX0031
 HX0031  NGVD 29 (??/??/92) 1179.132  (m)         3868.54   (f) ADJ UNCH    2 0
 HX0031
 HX0031.Superseded values are not recommended for survey control.
 HX0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0031.See file dsdata.txt to determine how the superseded data were derived.
 HX0031
 HX0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC730681(NAD 83)
 HX0031_MARKER: DZ = AZIMUTH MARK DISK
 HX0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0031_STAMPING: HICKORY LICK 1961
 HX0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0031+STABILITY: SURFACE MOTION
 HX0031
 HX0031  HISTORY     - Date     Condition        Report By
 HX0031  HISTORY     - 1961     MONUMENTED       CGS
 HX0031  HISTORY     - 1962     GOOD             NGS
 HX0031
 HX0031                          STATION DESCRIPTION
 HX0031
 HX0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0031'4.1 MI W FROM MONTERVILLE.
 HX0031'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 15 FROM THE ELEMENTARY
 HX0031'SCHOOL AT MONTERVILLE, ABOUT 4.7 MILES EAST ALONG STATE HIGHWAY
 HX0031'15 FROM THE POST OFFICE AT WANETA, AT THE WEST END OF A CURVE
 HX0031'WITH TANGENTS EXTENDING WEST AND NORTH, AT THE SOUTHWEST CORNER
 HX0031'OF A FIELD, 124 FEET WEST OF A POWER POLE WITH TWO GUY WIRES,
 HX0031'40 FEET NORTH OF CENTER LINE OF HIGHWAY, 3 FEET NORTHWEST OF
 HX0031'FENCE CORNER, 1 1/2 FEET WEST OF FENCE LINE, 2.7 FEET NORTHEAST
 HX0031'OF STEEL WITNESS POST, ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY, AND
 HX0031'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0033 ***********************************************************************
 HX0033  DESIGNATION -  HICKORY LICK RM 1
 HX0033  PID         -  HX0033
 HX0033  STATE/COUNTY-  WV/RANDOLPH
 HX0033  USGS QUAD   -  SAMP (1995)
 HX0033
 HX0033                         *CURRENT SURVEY CONTROL
 HX0033  ___________________________________________________________________
 HX0033* NAD 83(1986)-  38 33 57.     (N)    080 09 07.     (W)     SCALED    
 HX0033* NAVD 88     -      1203.938  (meters)    3949.92   (feet)  ADJUSTED  
 HX0033  ___________________________________________________________________
 HX0033  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HX0033  DYNAMIC HT  -        1202.921 (meters)    3946.58  (feet)  COMP
 HX0033  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 HX0033
 HX0033  VERT ORDER  -  SECOND    CLASS 0
 HX0033
 HX0033.The horizontal coordinates were scaled from a topographic map and have
 HX0033.an estimated accuracy of +/- 6 seconds.
 HX0033
 HX0033.The orthometric height was determined by differential leveling
 HX0033.and adjusted by the National Geodetic Survey in June 1991..
 HX0033
 HX0033.The geoid height was determined by GEOID03.
 HX0033
 HX0033.The dynamic height is computed by dividing the NAVD 88
 HX0033.geopotential number by the normal gravity value computed on the
 HX0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0033.degrees latitude (g = 980.6199 gals.).
 HX0033
 HX0033.The modeled gravity was interpolated from observed gravity values.
 HX0033
 HX0033;                    North         East    Units  Estimated Accuracy
 HX0033;SPC WV S     -   174,130.      673,910.      MT  (+/- 180 meters Scaled)
 HX0033
 HX0033                          SUPERSEDED SURVEY CONTROL
 HX0033
 HX0033  NGVD 29 (??/??/92) 1204.007  (m)         3950.15   (f) ADJ UNCH    2 0
 HX0033
 HX0033.Superseded values are not recommended for survey control.
 HX0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0033.See file dsdata.txt to determine how the superseded data were derived.
 HX0033
 HX0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC738689(NAD 83)
 HX0033_MARKER: DR = REFERENCE MARK DISK
 HX0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0033_STAMPING: HICKORY LICK NO 1 1961
 HX0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0033+STABILITY: SURFACE MOTION
 HX0033
 HX0033  HISTORY     - Date     Condition        Report By
 HX0033  HISTORY     - 1961     MONUMENTED       CGS
 HX0033  HISTORY     - 1962     GOOD             NGS
 HX0033
 HX0033                          STATION DESCRIPTION
 HX0033
 HX0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0033'3.9 MI W FROM MONTERVILLE.
 HX0033'ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 15 FROM THE ELEMENTARY
 HX0033'SCHOOL AT MONTERVILLE, THENCE 0.3 MILE NORTHEAST ALONG A FIELD
 HX0033'TRAIL, AT THE TOP OF A CLEARED SUMMIT, 38.4 FEET NORTH OF
 HX0033'TRIANGULATION STATION HICKORY LICK 1961 DESCRIBED, 51.9 FEET
 HX0033'NORTHEAST OF RM NP 2, 295 FEET NORTH OF POWER POLE WITH TWO
 HX0033'GUY WIRES, ABOUT 4 1/2 BELOW LEVEL OF SUMMIT, AND SET IN THE TOP
 HX0033'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0034 ***********************************************************************
 HX0034  DESIGNATION -  HICKORY LICK RM 2
 HX0034  PID         -  HX0034
 HX0034  STATE/COUNTY-  WV/RANDOLPH
 HX0034  USGS QUAD   -  SAMP (1995)
 HX0034
 HX0034                         *CURRENT SURVEY CONTROL
 HX0034  ___________________________________________________________________
 HX0034* NAD 83(1986)-  38 33 57.     (N)    080 09 07.     (W)     SCALED    
 HX0034* NAVD 88     -      1204.438  (meters)    3951.56   (feet)  ADJUSTED  
 HX0034  ___________________________________________________________________
 HX0034  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HX0034  DYNAMIC HT  -        1203.420 (meters)    3948.22  (feet)  COMP
 HX0034  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 HX0034
 HX0034  VERT ORDER  -  SECOND    CLASS 0
 HX0034
 HX0034.The horizontal coordinates were scaled from a topographic map and have
 HX0034.an estimated accuracy of +/- 6 seconds.
 HX0034
 HX0034.The orthometric height was determined by differential leveling
 HX0034.and adjusted by the National Geodetic Survey in June 1991..
 HX0034
 HX0034.The geoid height was determined by GEOID03.
 HX0034
 HX0034.The dynamic height is computed by dividing the NAVD 88
 HX0034.geopotential number by the normal gravity value computed on the
 HX0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0034.degrees latitude (g = 980.6199 gals.).
 HX0034
 HX0034.The modeled gravity was interpolated from observed gravity values.
 HX0034
 HX0034;                    North         East    Units  Estimated Accuracy
 HX0034;SPC WV S     -   174,130.      673,910.      MT  (+/- 180 meters Scaled)
 HX0034
 HX0034                          SUPERSEDED SURVEY CONTROL
 HX0034
 HX0034  NGVD 29 (??/??/92) 1204.507  (m)         3951.79   (f) ADJ UNCH    2 0
 HX0034
 HX0034.Superseded values are not recommended for survey control.
 HX0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0034.See file dsdata.txt to determine how the superseded data were derived.
 HX0034
 HX0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC738689(NAD 83)
 HX0034_MARKER: DR = REFERENCE MARK DISK
 HX0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0034_STAMPING: HICKORY LICK NO 2 1961
 HX0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0034+STABILITY: SURFACE MOTION
 HX0034
 HX0034  HISTORY     - Date     Condition        Report By
 HX0034  HISTORY     - 1961     MONUMENTED       CGS
 HX0034  HISTORY     - 1962     GOOD             NGS
 HX0034
 HX0034                          STATION DESCRIPTION
 HX0034
 HX0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0034'3.9 MI W FROM MONTERVILLE.
 HX0034'ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 15 FROM THE ELEMENTARY
 HX0034'SCHOOL AT MONTERVILLE, THENCE 0.3 MILE NORTHEAST ALONG A FIELD
 HX0034'TRAIL, AT THE TOP OF A CLEARED SUMMIT, 37 FEET WEST OF
 HX0034'TRIANGULATION STATION HICKORY LICK 1961 DESCRIBED, 51.9 FEET
 HX0034'SOUTHWEST OF RM NO 1, 265 FEET NORTH OF POWER POLE WITH TWO GUY
 HX0034'WIRES, ABOUT 3 FEET BELOW LEVEL OF SUMMIT, AND SET IN THE TOP
 HX0034'OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3139 ***********************************************************************
 HX3139  DESIGNATION -  HIGBY
 HX3139  PID         -  HX3139
 HX3139  STATE/COUNTY-  WV/ROANE
 HX3139  USGS QUAD   -  KENTUCK (1975)
 HX3139
 HX3139                         *CURRENT SURVEY CONTROL
 HX3139  ___________________________________________________________________
 HX3139* NAD 83(1995)-  38 42 01.55328(N)    081 31 57.09309(W)     ADJUSTED  
 HX3139* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 HX3139  ___________________________________________________________________
 HX3139  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 HX3139  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HX3139
 HX3139  HORZ ORDER  -  SECOND
 HX3139
 HX3139.The horizontal coordinates were established by classical geodetic methods
 HX3139.and adjusted by the National Geodetic Survey in April 1998..
 HX3139
 HX3139.The orthometric height was scaled from a topographic map.
 HX3139
 HX3139.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3139
 HX3139.The geoid height was determined by GEOID03.
 HX3139
 HX3139;                    North         East     Units Scale Factor Converg.
 HX3139;SPC WV S     -   188,866.232   553,677.134   MT  0.99996615   -0 19 45.1
 HX3139;UTM  17      - 4,283,668.547   453,693.694   MT  0.99962640   -0 19 58.7
 HX3139
 HX3139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3139!SPC WV S     -   0.99995273  x   0.99996615  =   0.99991889
 HX3139!UTM  17      -   0.99995273  x   0.99962640  =   0.99957915
 HX3139
 HX3139:                Primary Azimuth Mark                     Grid Az
 HX3139:SPC WV S     -  HIGBY AZ MK                              234 37 32.8
 HX3139:UTM  17      -  HIGBY AZ MK                              234 37 46.4
 HX3139
 HX3139|---------------------------------------------------------------------|
 HX3139| PID    Reference Object                     Distance      Geod. Az  |
 HX3139|                                                           dddmmss.s |
 HX3139| DC3565 HIGBY AZ MK                                        2341747.7 |
 HX3139| DC3566 HIGBY RM 1                           17.898 METERS 26614     |
 HX3139| DC3567 HIGBY RM 2                           17.134 METERS 34139     |
 HX3139|---------------------------------------------------------------------|
 HX3139
 HX3139                          SUPERSEDED SURVEY CONTROL
 HX3139
 HX3139  NAD 83(1995)-  38 42 01.56007(N)    081 31 57.09813(W) AD(       ) 2
 HX3139  NAD 83(1986)-  38 42 01.56019(N)    081 31 57.09833(W) AD(       ) 2
 HX3139  NAD 27      -  38 42 01.23300(N)    081 31 57.65500(W) AD(       ) 2
 HX3139
 HX3139.Superseded values are not recommended for survey control.
 HX3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3139.See file dsdata.txt to determine how the superseded data were derived.
 HX3139
 HX3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5369483669(NAD 83)
 HX3139_MARKER: DS = TRIANGULATION STATION DISK
 HX3139_SETTING: 0 = UNSPECIFIED SETTING
 HX3139
 HX3139  HISTORY     - Date     Condition        Report By
 HX3139  HISTORY     - 1944     MONUMENTED       CGS
 HX3139  HISTORY     - 1983     SEE DESCRIPTION  NGS
 HX3139
 HX3139                          STATION DESCRIPTION
 HX3139
 HX3139'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3139'STATION IS LOCATED ABOUT 6.5 MILES S BY W OF GANDEEVILLE, 0.4 MILE E
 HX3139'OF THE ROANE- JACKSON COUNTY
 HX3139'LINE, ON THE HIGHEST PART OF A PROMINENT HILL AT
 HX3139'THE HEAD OF HIGBY RUN, AND 36
 HX3139'FEET ENE OF A 12-INCH BUTTERNUT
 HX3139'TREE.  IT IS ON THE ROY RAY PROPERTY AND ABOUT
 HX3139'0.25 MILE SW OF
 HX3139'THE RAY FARMHOUSE.
 HX3139'
 HX3139'STATION IS MARKED BY A BRONZE STATION DISK SET IN CONCRETE
 HX3139'AT THE END OF A
 HX3139'4-INCH DRAINAGE PIPE WHICH IS EMBEDDED IN THE
 HX3139'GROUND SO ITS UPPER END IS 10
 HX3139'INCHES BELOW THE SURFACE OF THE
 HX3139'GROUND.  THE SUBSURFACE MARK IS A BRONZE DISK
 HX3139'SET IN CONCRETE DIRECTLY
 HX3139'BELOW THE PIPE.  THE DISK IS STAMPED HIGBY 1944.
 HX3139'
 HX3139'REFERENCE MARK 1 IS IN A FENCE LINE.  IT IS A BRONZE REFERENCE
 HX3139'DISK SET IN
 HX3139'CONCRETE AT THE END OF A 4-INCH PIPE WHICH PROJECTS
 HX3139'ABOUT 6 INCHES.  IT IS STAMPED
 HX3139'HIGBY NO 1 1944.
 HX3139'
 HX3139'REFERENCE MARK 2 IS IN FENCE LINE.  IT IS A BRONZE REFERENCE
 HX3139'DISK SET IN
 HX3139'CONCRETE AT THE END OF A 4-INCH PIPE WHICH PROJECTS
 HX3139'ABOUT 8 INCHES.  IT IS STAMPED
 HX3139'HIGBY NO 2 1944.
 HX3139'
 HX3139'AZIMUTH MARK IS 16 FEET SW OF THE APPROXIMATE CENTER LINE
 HX3139'OF A DIRT ROAD AT
 HX3139'A SHARP CURVE, 3.5 FEET ESE OF A WITNESS
 HX3139'MARK, 3 FEET ESE OF A WITNESS POST,
 HX3139'AND 3 FEET NE OF THE RIGHT-OF-WAY
 HX3139'FENCE LINE.  IT IS STAMPED HIGBY 1944.
 HX3139'
 HX3139'TO REACH THE AZIMUTH MARK FROM THE RAY FARMHOUSE, GO W TO
 HX3139'THE ROAD, THEN
 HX3139'TURN LEFT AND FOLLOW DIRT ROAD S FOR 0.6 MILE TO
 HX3139'THE MARK ON THE RIGHT.
 HX3139'
 HX3139'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 36
 HX3139'AND U.S. HIGHWAY
 HX3139'119 AT THE S EDGE OF SPENCER, GO S ON HIGHWAY 119
 HX3139'FOR 7.95 MILES TO THE GANDEEVILLE
 HX3139'POST OFFICE ON THE RIGHT.  CONTINUE
 HX3139'AHEAD FOR 0.15 MILE, THEN TURN RIGHT AND FOLLOW A
 HX3139'HARD-SURFACED
 HX3139'ROAD FOR 5.15 MILES TO A FORK AT AN UNPAINTED BUILDING.
 HX3139'TURN LEFT ACROSS
 HX3139'A SMALL CONCRETE BRIDGE AND GO 0.1 MILE, THEN
 HX3139'TURN RIGHT ON DIRT T-ROAD FOR 1.05
 HX3139'MILES TO A T-ROAD RIGHT AT A
 HX3139'SMALL UNPAINTED STORE BUILDING ON THE RIGHT.  TURN
 HX3139'RIGHT AND
 HX3139'FOLLOW THE MAIN-TRAVELED ROAD FOR 2.4 MILES TO A SCHOOLHOUSE ON
 HX3139'THE LEFT.
 HX3139'CONTINUE 0.25 MILE, THEN TAKE THE LEFT FORK FOR 0.4
 HX3139'MILE TO A BOARD GATE ON THE
 HX3139'LEFT AT THE HOME OF MR. RAY.  TURN
 HX3139'LEFT THROUGH THE GATE, THEN RIGHT THROUGH
 HX3139'ANOTHER GATE AND GO
 HX3139'ALONG THE RIDGE SW FOR 0.15 MILE TO THE END OF TRUCK TRAVEL
 HX3139'AT A FENCE.
 HX3139'FROM HERE PACK SW FOR ABOUT 0.1 MILE TO THE TOP OF HILL
 HX3139'AND STATION.
 HX3139'
 HX3139'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX3139
 HX3139                          STATION RECOVERY (1983)
 HX3139
 HX3139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 HX3139'THE SURFACE MARK HAS BEEN DESTROYED.  THE SUBSURFACE MARK WAS
 HX3139'RECOVERED.  IT IS 3 FEET BELOW THE SURFACE.  R.M. NO. 1 AND R.M. NO.
 HX3139'2 WERE RECOVERED IN GOOD CONDITION.  THE FENCE LINE HAS BEEN REMOVED
 HX3139'BUT A LINE OF SMALL TREES REMAINS.  THE AZIMUTH MARK WAS RECOVERED IN
 HX3139'GOOD CONDITION.  IT NOW PROJECTS ABOUT 1-1/2 FEET FROM THE
 HX3139'GROUND.  THE TO REACH IS ADEQUATE WITH THE FOLLOWING CHANGES.  THE
 HX3139'PROPERTY IS NOW OWNED BY ONE OKEY RAY.  AFTER REACHING THE RAY FARM
 HX3139'HOUSE, CONTINUE 0.2 MILE TO A STEEL GATE ON THE LEFT.  TURN
 HX3139'LEFT AND FOLLOW THE GRAVEL DRIVE UP THE HILL TO THE FAA RADAR SITE
 HX3139'AND THE STATION ON THE RIGHT.
 HX3139'
 HX3139'THE STATION IS 252.5 FEET NORTH OF THE RADAR ANTENNA, 57 FEET WEST OF
 HX3139'THE CENTERLINE OF THE NORTH-SOUTH PORTION OF THE DRIVE TO THE SITE
 HX3139'AND 49 FEET EAST OF A 12-INCH TREE WHICH IS ON THE WEST EDGE OF THE
 HX3139'TOP OF THE HILL.
 HX3139'
 HX3139'THE DISTANCES FROM RM 1 AND RM 2 WERE ADEQUATE FOR RECOVERY BUT AN
 HX3139'ACCURATE CHECK WAS NOT MADE AT THIS TIME.  THE ARROW ON RM 2 DOES
 HX3139'NOT POINT AT THE STATION.
 HX3139'
 HX3139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 HX3139'SOUTHWEST OF GANDEEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2928 ***********************************************************************
 HX2928  DESIGNATION -  HIGH
 HX2928  PID         -  HX2928
 HX2928  STATE/COUNTY-  WV/BRAXTON
 HX2928  USGS QUAD   -  NEWVILLE (1976)
 HX2928
 HX2928                         *CURRENT SURVEY CONTROL
 HX2928  ___________________________________________________________________
 HX2928* NAD 83(1995)-  38 42 21.05729(N)    080 34 20.28513(W)     ADJUSTED  
 HX2928* NAVD 88     -       530.0    (meters)    1739.     (feet)  VERTCON   
 HX2928  ___________________________________________________________________
 HX2928  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 HX2928  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX2928
 HX2928  HORZ ORDER  -  SECOND
 HX2928
 HX2928.The horizontal coordinates were established by classical geodetic methods
 HX2928.and adjusted by the National Geodetic Survey in April 1998..
 HX2928
 HX2928.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2928
 HX2928.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2928
 HX2928.The geoid height was determined by GEOID03.
 HX2928
 HX2928;                    North         East     Units Scale Factor Converg.
 HX2928;SPC WV S     -   189,420.396   637,201.545   MT  0.99996701   +0 15 51.8
 HX2928;UTM  17      - 4,284,221.978   537,188.099   MT  0.99961703   +0 16 02.8
 HX2928
 HX2928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2928!SPC WV S     -   0.99992186  x   0.99996701  =   0.99988888
 HX2928!UTM  17      -   0.99992186  x   0.99961703  =   0.99953892
 HX2928
 HX2928|---------------------------------------------------------------------|
 HX2928| PID    Reference Object                     Distance      Geod. Az  |
 HX2928|                                                           dddmmss.s |
 HX2928| DC3574 HIGH RM 1                             8.400 METERS 13211     |
 HX2928| DC3572 HIGH AZ MK                                         2311645.5 |
 HX2928| DC3575 HIGH RM 2                            29.849 METERS 26424     |
 HX2928| DC3573 HIGH AZ MK RESET                                   3090435.1 |
 HX2928|---------------------------------------------------------------------|
 HX2928
 HX2928                          SUPERSEDED SURVEY CONTROL
 HX2928
 HX2928  NAD 83(1986)-  38 42 21.06326(N)    080 34 20.29577(W) AD(       ) 2
 HX2928  NAD 27      -  38 42 20.70270(N)    080 34 20.96870(W) AD(       ) 2
 HX2928  NGVD 29 (07/19/86)  530.2    (m)         1739.     (f) VERT ANG       
 HX2928
 HX2928.Superseded values are not recommended for survey control.
 HX2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2928.See file dsdata.txt to determine how the superseded data were derived.
 HX2928
 HX2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC3718884222(NAD 83)
 HX2928_MARKER: DD = SURVEY DISK
 HX2928_SETTING: 0 = UNSPECIFIED SETTING
 HX2928
 HX2928  HISTORY     - Date     Condition        Report By
 HX2928  HISTORY     - 1956     MONUMENTED       USGS
 HX2928  HISTORY     - 1961     GOOD             CGS
 HX2928
 HX2928                          STATION DESCRIPTION
 HX2928
 HX2928'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (HDR)
 HX2928'STATION IS LOCATED ABOUT 8 MILES EAST NORTHEAST OF SUTTON AND 6 MILES
 HX2928'NORTH OF CENTRALIA ON A
 HX2928'HIGH HILL KNOWN LOCALLY AS HIGH KNOB.  STATION IS 30 FEET EAST
 HX2928'SOUTHEAST OF THE APPROXIMATE CENTER
 HX2928'OF AIRWAY BEACON AND 24 FEET NORTH OF FENCE.  THE MARK IS A
 HX2928'STANDARD U.S. GEOLOGICAL SURVEY DISK
 HX2928'CEMENTED IN THE TOP OF A SANDSTONE POST WHICH PROJECTS
 HX2928'ABOUT 1 FOOT.  THERE IS NO STAMPING ON THE DISK.
 HX2928'
 HX2928'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS
 HX2928'ABOUT 1 FOOT AND THE DISK IS
 HX2928'STAMPED HIGH NO 1 1956.
 HX2928'
 HX2928'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF RAIL FENCE.  THE MARK PROJECTS
 HX2928'ABOUT 6 INCHES AND THE
 HX2928'DISK IS STAMPED HIGH NO 2 1956.
 HX2928'
 HX2928'AZIMUTH MARK IS 23 FEET NORTH OF THE APPROXIMATE CENTER OF ROAD, 3
 HX2928'FEET EAST OF WITNESS POST
 HX2928'AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 HX2928'DISK IS STAMPED HIGH 1956.
 HX2928'
 HX2928'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE HIGHWAY 4, AT
 HX2928'THE FORD GARAGE IN THE
 HX2928'NORTHEAST EDGE OF SUTTON, GO NORTHEASTERLY ON U.S. HIGHWAY 19 AND
 HX2928'STATE HIGHWAY 4 FOR 3.1 MILES TO A
 HX2928'SIDE ROAD RIGHT BETWEEN GROCERY STORE AND SERVICE STATION.
 HX2928'TURN RIGHT AND GO EASTERLY ON BLACKTOP ROAD FOR
 HX2928'7.2 MILES TO END OF SURFACED ROAD AND
 HX2928'FORKS.  KEEP STRAIGHT AHEAD ON LEFT FORK FOR 0.9 MILE TO THE
 HX2928'AZIMUTH MARK ON LEFT AS
 HX2928'DESCRIBED.  CONTINUE FOR 0.7 MILE TO SIDE ROAD LEFT.  TURN SHARP LEFT
 HX2928'UP HILL FOR 0.15 MILE TO CHURCH ON
 HX2928'LEFT AND ETT.  PACK UP TRAIL OPPOSITE CHURCH FOR ABOUT 150 YARDS TO
 HX2928'BEACON AND STATION AS DESCRIBED.
 HX2928'
 HX2928'AZIMUTH MARK IS NOT V.G.
 HX2928'
 HX2928'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HX2928
 HX2928                          STATION RECOVERY (1961)
 HX2928
 HX2928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2928'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 HX2928'AS DESCRIBED AND
 HX2928'FOUND IN GOOD CONDITION.  AZIMUTH MARK WAS NOT RECOVERED
 HX2928'AND IS BELIEVED DESTROYED BY GRADER
 HX2928'OPERATIONS, THEREFORE A NEW AZIMUTH
 HX2928'MARK WAS ESTABLISHED.  THE ORIGINAL DESCRIPTION IS
 HX2928'ADEQUATE.
 HX2928'
 HX2928'TO REACH AZIMUTH MARK FROM THE CHURCH AT END OF TRUCK TRAVEL
 HX2928'MENTIONED IN THE
 HX2928'ORIGINAL DESCRIPTION, GO NORTHERLY ON DIRT ROAD FOR ABOUT 100 FEET
 HX2928'TO SIDE ROAD LEFT.  TURN
 HX2928'LEFT AND GO WESTERLY THENCE NORTHWESTERLY ON
 HX2928'TRACK ROAD FOR 0.35 MILE TO HOUSE ON LEFT.
 HX2928'CONTINUE NORTHERLY ON TRACK
 HX2928'ROAD FOR 0.2 MILE TO AZIMUTH MARK ON RIGHT, 12.5 FEET EAST OF
 HX2928'APPROXIMATE CENTERLINE
 HX2928'OF TRACK ROAD, 129 FEET NORTH OF A 24 INCH WALNUT TREE AND 3.6
 HX2928'FEET SOUTHEAST OF A STEEL
 HX2928'WITNESS POST WITH METAL SIGN.  THE MARK PROJECTS
 HX2928'4 INCHES AND THE DISK IS STAMPED HIGH 1956
 HX2928'RESET 1961.
 HX2928'
 HX2928'1961 OBSERVATIONS TAKEN FROM AN 87 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3540 ***********************************************************************
 HW3540  DESIGNATION -  HIGH TOP USGS 1957
 HW3540  PID         -  HW3540
 HW3540  STATE/COUNTY-  WV/POCAHONTAS
 HW3540  USGS QUAD   -  MOUNTAIN GROVE (1995)
 HW3540
 HW3540                         *CURRENT SURVEY CONTROL
 HW3540  ___________________________________________________________________
 HW3540* NAD 83(1995)-  38 04 06.49066(N)    079 57 37.52166(W)     ADJUSTED  
 HW3540* NAVD 88     -      1109.     (meters)    3638.     (feet)  SCALED    
 HW3540  ___________________________________________________________________
 HW3540  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 HW3540  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HW3540
 HW3540  HORZ ORDER  -  SECOND
 HW3540
 HW3540.The horizontal coordinates were established by classical geodetic methods
 HW3540.and adjusted by the National Geodetic Survey in April 1998..
 HW3540
 HW3540.The orthometric height was scaled from a topographic map.
 HW3540
 HW3540.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3540
 HW3540.The geoid height was determined by GEOID03.
 HW3540
 HW3540;                    North         East     Units Scale Factor Converg.
 HW3540;SPC WV S     -   119,099.006   691,215.167   MT  0.99992772   +0 38 33.6
 HW3540;SPC VA N     - 2,045,618.605 3,371,853.012   MT  0.99999398   -0 54 41.3
 HW3540;SPC VA N     - 6,711,333.71 11,062,487.76   sFT  0.99999398   -0 54 41.3
 HW3540;UTM  17      - 4,213,922.036   591,188.396   MT  0.99970241   +0 38 27.8
 HW3540
 HW3540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3540!SPC WV S     -   0.99983095  x   0.99992772  =   0.99975868
 HW3540!SPC VA N     -   0.99983095  x   0.99999398  =   0.99982493
 HW3540!UTM  17      -   0.99983095  x   0.99970241  =   0.99953341
 HW3540
 HW3540                          SUPERSEDED SURVEY CONTROL
 HW3540
 HW3540  NAD 83(1995)-  38 04 06.48863(N)    079 57 37.52662(W) AD(       ) 2
 HW3540  NAD 83(1986)-  38 04 06.49475(N)    079 57 37.53114(W) AD(       ) 2
 HW3540  NAD 27      -  38 04 06.04850(N)    079 57 38.32180(W) AD(       ) 2
 HW3540
 HW3540.Superseded values are not recommended for survey control.
 HW3540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3540.See file dsdata.txt to determine how the superseded data were derived.
 HW3540
 HW3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9118813922(NAD 83)
 HW3540_MARKER: DD = SURVEY DISK
 HW3540_SETTING: 80 = SET IN A BOULDER
 HW3540_SP_SET: PARTIALLY EXPOSED BOULDER
 HW3540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3540+STABILITY: SURFACE MOTION
 HW3540
 HW3540  HISTORY     - Date     Condition        Report By
 HW3540  HISTORY     - 1957     MONUMENTED       USGS
 HW3540
 HW3540                          STATION DESCRIPTION
 HW3540
 HW3540'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (FAR)
 HW3540'STATION IS APPROXIMATELY 13.0 MILES SOUTHEAST OF MARLINGTON, WEST
 HW3540'VIRGINIA, 10.0 MILES
 HW3540'WEST-NORTHWEST OF WARM SPRINGS, VIRGINIA, 4.0 MILES SOUTHWEST OF
 HW3540'MOUNTAIN GROVE VIRGINIA, ON THE
 HW3540'VIRGINIA-WEST VIRGINIA LINE AT THE EXTREME SOUTHEAST CORNER OF
 HW3540'POCAHONTAS COUNTY, ON A PROMINENT HIGH
 HW3540'KNOB KNOWN AS HIGHPOINT, ON THE ALLEGHENY MOUNTAIN, IN PASTURE LAND
 HW3540'OWNED BY MR. WOODROW COMBS WHO LIVES ON THE
 HW3540'BURNSVILLE ROAD NORTH OF WARMS SPRINGS, VIRGINIA, 44 FEET
 HW3540'NORTH-NORTHEAST OF THE CENTER OF A FENCED IN GRAVE AND
 HW3540'APPROXIMATELY 1 FOOT HIGHER THAN TRIANGULATION STATION TOP.
 HW3540'
 HW3540'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TOP, DISTANCE
 HW3540'BEING 73.81 FEET (22.498
 HW3540'METERS) NORTH OF STATION TOP.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 HW3540'SURVEY BENCH MARK DISK (HIGH TOP), NO
 HW3540'STAMPING ON THE MARK, IS CEMENTED IN A DRILL HOLE IN A
 HW3540'BURIED BOULDER ABOUT 8 INCHES LONG AND 5 INCHES
 HW3540'WIDE AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2302 ***********************************************************************
 JX2302  DESIGNATION -  HILDEBRAND
 JX2302  PID         -  JX2302
 JX2302  STATE/COUNTY-  WV/MONONGALIA
 JX2302  USGS QUAD   -  RIVESVILLE (1976)
 JX2302
 JX2302                         *CURRENT SURVEY CONTROL
 JX2302  ___________________________________________________________________
 JX2302* NAD 83(1995)-  39 34 48.57690(N)    080 00 27.05880(W)     ADJUSTED  
 JX2302* NAVD 88     -       258.4    (meters)     848.     (feet)  VERTCON   
 JX2302  ___________________________________________________________________
 JX2302  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 JX2302  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JX2302
 JX2302  HORZ ORDER  -  FIRST
 JX2302
 JX2302.The horizontal coordinates were established by GPS observations
 JX2302.and adjusted by the National Geodetic Survey in April 1998..
 JX2302
 JX2302.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2302
 JX2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2302
 JX2302.The geoid height was determined by GEOID03.
 JX2302
 JX2302;                    North         East     Units Scale Factor Converg.
 JX2302;SPC WV N     -   120,039.373   556,399.774   MT  0.99994106   -0 19 25.2
 JX2302;UTM  17      - 4,381,631.198   585,235.474   MT  0.99968945   +0 37 56.7
 JX2302
 JX2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2302!SPC WV N     -   0.99996457  x   0.99994106  =   0.99990563
 JX2302!UTM  17      -   0.99996457  x   0.99968945  =   0.99965403
 JX2302
 JX2302:                Primary Azimuth Mark                     Grid Az
 JX2302:SPC WV N     -  HILDEBRAND L/D M 5                       303 37 11.9
 JX2302:UTM  17      -  HILDEBRAND L/D M 5                       302 39 50.0
 JX2302
 JX2302|---------------------------------------------------------------------|
 JX2302| PID    Reference Object                     Distance      Geod. Az  |
 JX2302|                                                           dddmmss.s |
 JX2302| JX2304 HILDEBRAND L/D M 5                  APPROX. 0.5 KM 3031746.7 |
 JX2302|---------------------------------------------------------------------|
 JX2302
 JX2302                          SUPERSEDED SURVEY CONTROL
 JX2302
 JX2302  NAD 83(1986)-  39 34 48.58251(N)    080 00 27.06678(W) AD(       ) 1
 JX2302  NGVD 29 (02/08/94)  258.5    (m)          848.     (f) GPS OBS        
 JX2302
 JX2302.Superseded values are not recommended for survey control.
 JX2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2302.See file dsdata.txt to determine how the superseded data were derived.
 JX2302
 JX2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8523581631(NAD 83)
 JX2302_MARKER: DD = SURVEY DISK
 JX2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2302_SP_SET: CONCRETE POST
 JX2302_STAMPING: HILDEBRAND
 JX2302_MARK LOGO: USE   
 JX2302_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2302+STABILITY: SURFACE MOTION
 JX2302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2302+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JX2302
 JX2302  HISTORY     - Date     Condition        Report By
 JX2302  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2302
 JX2302                          STATION DESCRIPTION
 JX2302
 JX2302'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2302'LOCATED ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 108.2, IN
 JX2302'MONONGALIA COUNTY, WEST VIRGINIA, AT THE UPSTREAM END OF THE
 JX2302'HILDEBRAND LOCK AND DAM.
 JX2302'THE STATION IS A CORPS OF ENGINEERS BRONZE DISK SET IN A POURED IN
 JX2302'PLACE CONCRETE CYLINDER, SET FLUSH WITH THE GROUND, LOCATED 24.5 FT
 JX2302'(7.47 M) (7.5 MT) NORTHEAST OF A MANHOLE, WHICH IS IN TURN LOCATED
 JX2302'412 FT (125.58 M) (125.6 MT) SOUTHEAST AND ON THE PROJECTION OF THE
 JX2302'CHAIN LINK FENCE AROUND THE ESPLANADE AREA OF THE LOCK AND DAM.  THE
 JX2302'STATION IS ALSO OVERTOP OF A 36 IN CONCRETE PIPE WHICH OUTFALLS INTO
 JX2302'THE RIVER AT THIS LOCATION.
 JX2302'THE STATION IS LOCATED 48.53 FT (14.79 M) (14.79 MT) SOUTHWEST FROM A
 JX2302'DOUBLEHEAD NAIL IN A RAILROAD TELEGRAPH POLE AND 119.24 FT (36.34 M)
 JX2302'(36.34 MT) NORTH FROM A DOUBLEHEAD NAIL IN A RAILROAD TELEGRAPH POLE.
 JX2302'THE STATION IS AT THE TOP EDGE OF THE STONE RIVER BANK RIP RAP, AND A
 JX2302'METAL WITNESS POST WAS SET ADJACENT TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2303 ***********************************************************************
 JX2303  DESIGNATION -  HILDEBRAND L/D M 4
 JX2303  PID         -  JX2303
 JX2303  STATE/COUNTY-  WV/MONONGALIA
 JX2303  USGS QUAD   -  RIVESVILLE (1976)
 JX2303
 JX2303                         *CURRENT SURVEY CONTROL
 JX2303  ___________________________________________________________________
 JX2303* NAD 83(1995)-  39 34 56.93776(N)    080 00 45.63483(W)     ADJUSTED  
 JX2303* NAVD 88     -       255.946  (meters)     839.72   (feet)  ADJUSTED  
 JX2303  ___________________________________________________________________
 JX2303  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 JX2303  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JX2303  DYNAMIC HT  -         255.791 (meters)     839.21  (feet)  COMP
 JX2303  MODELED GRAV-     980,016.0   (mgal)                       NAVD 88
 JX2303
 JX2303  HORZ ORDER  -  FIRST
 JX2303  VERT ORDER  -  SECOND    CLASS I
 JX2303
 JX2303.The horizontal coordinates were established by GPS observations
 JX2303.and adjusted by the National Geodetic Survey in April 1998..
 JX2303
 JX2303.The orthometric height was determined by differential leveling
 JX2303.and adjusted by the National Geodetic Survey in September 1994..
 JX2303
 JX2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2303
 JX2303.The geoid height was determined by GEOID03.
 JX2303
 JX2303.The dynamic height is computed by dividing the NAVD 88
 JX2303.geopotential number by the normal gravity value computed on the
 JX2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2303.degrees latitude (g = 980.6199 gals.).
 JX2303
 JX2303.The modeled gravity was interpolated from observed gravity values.
 JX2303
 JX2303;                    North         East     Units Scale Factor Converg.
 JX2303;SPC WV N     -   120,299.726   555,957.959   MT  0.99994103   -0 19 37.1
 JX2303;UTM  17      - 4,381,884.079   584,789.489   MT  0.99968851   +0 37 44.9
 JX2303
 JX2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2303!SPC WV N     -   0.99996495  x   0.99994103  =   0.99990598
 JX2303!UTM  17      -   0.99996495  x   0.99968851  =   0.99965347
 JX2303
 JX2303:                Primary Azimuth Mark                     Grid Az
 JX2303:SPC WV N     -  HILDEBRAND                               120 30 35.9
 JX2303:UTM  17      -  HILDEBRAND                               119 33 13.9
 JX2303
 JX2303|---------------------------------------------------------------------|
 JX2303| PID    Reference Object                     Distance      Geod. Az  |
 JX2303|                                                           dddmmss.s |
 JX2303| JX2302 HILDEBRAND                          APPROX. 0.5 KM 1201058.8 |
 JX2303|---------------------------------------------------------------------|
 JX2303
 JX2303                          SUPERSEDED SURVEY CONTROL
 JX2303
 JX2303  NAD 83(1986)-  39 34 56.94337(N)    080 00 45.64274(W) AD(       ) 1
 JX2303  NGVD 29 (02/08/94)  256.07   (m)          840.1    (f) LEVELING    3  
 JX2303
 JX2303.Superseded values are not recommended for survey control.
 JX2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2303.See file dsdata.txt to determine how the superseded data were derived.
 JX2303
 JX2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8478981884(NAD 83)
 JX2303_MARKER: DD = SURVEY DISK
 JX2303_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JX2303_SP_SET: LOCK AND DAM LANDWALL
 JX2303_STAMPING: M-4
 JX2303_MARK LOGO: USE   
 JX2303_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX2303+STABILITY: POSITION/ELEVATION WELL
 JX2303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2303+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1989
 JX2303
 JX2303  HISTORY     - Date     Condition        Report By
 JX2303  HISTORY     - UNK      MONUMENTED       USE
 JX2303  HISTORY     - 19891212 GOOD             HARTMN
 JX2303
 JX2303                          STATION DESCRIPTION
 JX2303
 JX2303'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2303'THE STATION IS AN ALIGNMENT DISK LOCATED ON THE LEFT BANK OF THE
 JX2303'MONONGAHELA RIVER AT HILDEBRAND LOCK AND DAM, AND WAS OCCUPIED WHEN
 JX2303'HILDEBRAND L/D M-5 COULD NOT BE LOCATED DUE TO HEAVY SNOW AND ICE.
 JX2303'THIS STATION WAS TIED BY ANGLE AND DISTANCE TO HILDEBRAND L/D M-5.
 JX2303'THE STATION IS A STANDARD CORPS OF ENGINEERS BRASS DISK SET ON THE
 JX2303'LANDWALL OF THE LOCK CHAMBER AT THE DOWNSTREAM GATES. THE STATION IS
 JX2303'APPROXIMATELY 3 FT (0.9 M) SOUTH OF THE EDGE OF THE LOCK CHAMBER
 JX2303'WALL, AND APPROXIMATELY 10 FT (3.0 M) WEST OF THE DOWNSTREAM GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2304 ***********************************************************************
 JX2304  DESIGNATION -  HILDEBRAND L/D M 5
 JX2304  PID         -  JX2304
 JX2304  STATE/COUNTY-  WV/MONONGALIA
 JX2304  USGS QUAD   -  RIVESVILLE (1976)
 JX2304
 JX2304                         *CURRENT SURVEY CONTROL
 JX2304  ___________________________________________________________________
 JX2304* NAD 83(1995)-  39 34 57.73377(N)    080 00 45.07730(W)     ADJUSTED  
 JX2304* NAVD 88     -       255.9    (meters)     840.     (feet)  VERTCON   
 JX2304  ___________________________________________________________________
 JX2304  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 JX2304  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JX2304
 JX2304  HORZ ORDER  -  FIRST
 JX2304
 JX2304.The horizontal coordinates were established by GPS observations
 JX2304.and adjusted by the National Geodetic Survey in April 1998..
 JX2304
 JX2304.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2304
 JX2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2304
 JX2304.The geoid height was determined by GEOID03.
 JX2304
 JX2304;                    North         East     Units Scale Factor Converg.
 JX2304;SPC WV N     -   120,324.197   555,971.403   MT  0.99994103   -0 19 36.7
 JX2304;UTM  17      - 4,381,908.765   584,802.519   MT  0.99968854   +0 37 45.3
 JX2304
 JX2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2304!SPC WV N     -   0.99996495  x   0.99994103  =   0.99990599
 JX2304!UTM  17      -   0.99996495  x   0.99968854  =   0.99965350
 JX2304
 JX2304:                Primary Azimuth Mark                     Grid Az
 JX2304:SPC WV N     -  HILDEBRAND                               123 37 11.9
 JX2304:UTM  17      -  HILDEBRAND                               122 39 49.9
 JX2304
 JX2304|---------------------------------------------------------------------|
 JX2304| PID    Reference Object                     Distance      Geod. Az  |
 JX2304|                                                           dddmmss.s |
 JX2304| JX2302 HILDEBRAND                          APPROX. 0.5 KM 1231735.2 |
 JX2304|---------------------------------------------------------------------|
 JX2304
 JX2304                          SUPERSEDED SURVEY CONTROL
 JX2304
 JX2304  NAD 83(1986)-  39 34 57.73939(N)    080 00 45.08529(W) AD(       ) 1
 JX2304  NGVD 29 (02/08/94)  256.1    (m)          840.     (f) GPS OBS        
 JX2304
 JX2304.Superseded values are not recommended for survey control.
 JX2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2304.See file dsdata.txt to determine how the superseded data were derived.
 JX2304
 JX2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8480381909(NAD 83)
 JX2304_MARKER: DD = SURVEY DISK
 JX2304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX2304_SP_SET: RIVERWALL OF LOCK
 JX2304_MARK LOGO: USE   
 JX2304_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2304+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 JX2304
 JX2304  HISTORY     - Date     Condition        Report By
 JX2304  HISTORY     - UNK      MONUMENTED       USE
 JX2304  HISTORY     - 19890125 GOOD             HARTMN
 JX2304
 JX2304                          STATION DESCRIPTION
 JX2304
 JX2304'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2304'LOCATED ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 107.9, IN
 JX2304'MONONGALIA COUNTY, WEST VIRGINIA, AT THE HILDEBRAND LOCK AND DAM.
 JX2304'THE STATION IS A STANDARD CORPS OF ENGINEERS BRASS DISK SET ON THE
 JX2304'RIVERWALL OF THE LOCK CHAMBER AT THE DOWNSTREAM GATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3594 ***********************************************************************
 HW3594  DESIGNATION -  HILL
 HW3594  PID         -  HW3594
 HW3594  STATE/COUNTY-  WV/RANDOLPH
 HW3594  USGS QUAD   -  BEVERLY EAST (1995)
 HW3594
 HW3594                         *CURRENT SURVEY CONTROL
 HW3594  ___________________________________________________________________
 HW3594* NAD 83(1995)-  38 51 26.15955(N)    079 48 20.48745(W)     ADJUSTED  
 HW3594* NAVD 88     -       980.7    (meters)    3218.     (feet)  VERTCON   
 HW3594  ___________________________________________________________________
 HW3594  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 HW3594  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HW3594
 HW3594  HORZ ORDER  -  THIRD
 HW3594
 HW3594.The horizontal coordinates were established by classical geodetic methods
 HW3594.and adjusted by the National Geodetic Survey in April 1998..
 HW3594
 HW3594.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3594
 HW3594.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3594
 HW3594.The geoid height was determined by GEOID03.
 HW3594
 HW3594;                    North         East     Units Scale Factor Converg.
 HW3594;SPC WV S     -   206,811.171   703,662.803   MT  0.99999455   +0 44 17.9
 HW3594;UTM  17      - 4,301,615.136   603,626.385   MT  0.99973223   +0 44 57.7
 HW3594
 HW3594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3594!SPC WV S     -   0.99985099  x   0.99999455  =   0.99984554
 HW3594!UTM  17      -   0.99985099  x   0.99973223  =   0.99958326
 HW3594
 HW3594|---------------------------------------------------------------------|
 HW3594| PID    Reference Object                     Distance      Geod. Az  |
 HW3594|                                                           dddmmss.s |
 HW3594| DC3580 HILL RM 1                            10.597 METERS 17138     |
 HW3594| DC3579 HILL AZ MK                                         1805754.1 |
 HW3594| DC3581 HILL RM 2                            10.692 METERS 27104     |
 HW3594|---------------------------------------------------------------------|
 HW3594
 HW3594                          SUPERSEDED SURVEY CONTROL
 HW3594
 HW3594  NAD 83(1995)-  38 51 26.16548(N)    079 48 20.49923(W) AD(       ) 3
 HW3594  NAD 83(1986)-  38 51 26.16549(N)    079 48 20.49909(W) AD(       ) 3
 HW3594  NAD 27      -  38 51 25.77690(N)    079 48 21.25920(W) AD(       ) 3
 HW3594  NGVD 29 (07/19/86)  980.8    (m)         3218.     (f) VERT ANG       
 HW3594
 HW3594.Superseded values are not recommended for survey control.
 HW3594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3594.See file dsdata.txt to determine how the superseded data were derived.
 HW3594
 HW3594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD0362601615(NAD 83)
 HW3594_MARKER: DS = TRIANGULATION STATION DISK
 HW3594_SETTING: 80 = SET IN A BOULDER
 HW3594_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3594
 HW3594  HISTORY     - Date     Condition        Report By
 HW3594  HISTORY     - 1956     MONUMENTED       CGS
 HW3594  HISTORY     - 1964     GOOD             CGS
 HW3594  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 HW3594
 HW3594                          STATION DESCRIPTION
 HW3594
 HW3594'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3594'THE STATION IS LOCATED, AIRLINE, ABOUT 5-1/2 MILES SOUTH SOUTHEAST OF
 HW3594'ELKINS, 3-3/4 MILES EAST
 HW3594'NORTHEAST OF BEVERLY, 3 MILES EAST OF HAZELWOOD ON THE SUMMIT OF A
 HW3594'BARREN GRASSY HILL WITH THE
 HW3594'EXCEPTION OF A LONE APPLE TREE AND SEVERAL LARGE PILES OF ROCKS.
 HW3594'
 HW3594'THE STATION MARK IS A STANDARD DISK STAMPED HILL 1956 SET IN A DRILL
 HW3594'HOLE IN A 2 BY 2 FOOT
 HW3594'BOULDER THAT PROJECTS 5 INCHES ABOVE THE GROUND.  THE MARK IS 12.5
 HW3594'FEET WEST OF THE WEST SIDE OF A
 HW3594'LARGE PILE OF ROCKS, 25 FEET SOUTH OF A LONE APPLE
 HW3594'TREE AND 11 FEET WEST OF A WHITE WITNESS POST.
 HW3594'
 HW3594'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HILL NO 1 1956
 HW3594'SET IN A DRILL HOLE IN A
 HW3594'SMALL BOULDER THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS
 HW3594'15 FEET SOUTHWEST OF THE SOUTH END
 HW3594'OF THE LARGE PILE OF ROCKS AND IT IS AT THE STATION ELEVATION.
 HW3594'
 HW3594'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HILL NO 2 1956
 HW3594'SET IN A DRILL HOLE IN A
 HW3594'SMALL BOULDER THAT IS FLUSH WITH THE GROUND.  THE MARK IS 3 FEET
 HW3594'LOWER THAN THE STATION.
 HW3594'
 HW3594'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HILL 1956 SET IN A DRILL
 HW3594'HOLE IN A 3 FOOT BY 5 FOOT
 HW3594'BOULDER THAT PROJECTS 1 FOOT ABOVE THE GROUND.  THE MARK IS 26 FEET
 HW3594'WEST OF A NORTH-SOUTH FENCE LINE
 HW3594'AND 3.5 FEET WEST OF A 2 FOOT CAIRN.
 HW3594'
 HW3594'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ELKINS GO EAST ON
 HW3594'FOURTH STREET FOR 0.15 MILE TO
 HW3594'THE JUNCTION OF U.S. HIGHWAYS 250, 219 AND 33 AND STATE HIGHWAY 4.
 HW3594'TURN RIGHT ON U.S. HIGHWAYS 250,
 HW3594'219, 33 AND STATE HIGHWAY 4 AND GO SOUTH FOR 0.65
 HW3594'MILE TO THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 HW3594'HIGHWAY 4.  KEEP RIGHT, SOUTHERLY,
 HW3594'ON U.S. HIGHWAYS 250 AND 219 FOR 1.85 MILES TO A SIDE ROAD LEFT AS
 HW3594'PER SIGN CHENOWETH CK. RD.  TURN
 HW3594'LEFT, EASTERLY, ON A NARROW SURFACED ROAD FOR 1.9 MILES TO WHERE THE
 HW3594'SURFACED ROAD TURN LEFT AND A
 HW3594'GRADED ROAD ON THE RIGHT.  TURN RIGHT, SOUTHERLY, ON THE
 HW3594'GRADED ROAD FOR 1.7 MILES TO A REVERSE Y.
 HW3594'CONTINUE STRAIGHT AHEAD, SOUTHEASTERLY,
 HW3594'FOR 0.6 MILE TO A POLE GATE ON THE RIGHT AND A POLE GATE ON
 HW3594'THE LEFT AT THE SUMMIT OF THE
 HW3594'GRADE.  (TO REACH THE AZIMUTH MARK FROM THE POLE GATES CONTINUE
 HW3594'STRAIGHT AHEAD FOR 0.05 MILE TO
 HW3594'WHERE THE MAIN ROAD TURNS LEFT AND A DIM TRACK ROAD ON THE RIGHT.
 HW3594'TURN RIGHT, SOUTHWESTERLY, ON THE
 HW3594'TRACK ROAD AND GO ABOUT 50 YARDS TO A WIRE GATE.  PASS
 HW3594'THROUGH THE WIRE GATE AND CONTINUE STRAIGHT
 HW3594'AHEAD, SOUTHWESTERLY, FOR 0.15 MILE TO
 HW3594'ANOTHER WIRE GATE.  PASS THROUGH THE GATE AND TURN LEFT,
 HW3594'SOUTH, FOLLOWING A NORTH-SOUTH FENCE
 HW3594'LINE FOR 0.05 MILE TO A T FENCE CORNER AND THE END OF TRUCK TRAVEL.
 HW3594'PACK SOUTH CROSSING THE
 HW3594'FENCE AND FOLLOW THE NORTH-SOUTH FENCE LINE FOR ABOUT 100 YARDS TO
 HW3594'THE HIGHEST PART OF A SMALL KNOLL AND
 HW3594'THE AZIMUTH MARK AS DESCRIBED./* TURN RIGHT,
 HW3594'WEST, THROUGH THE RIGHT HAND POLE GATE INTO A MEADOW AND
 HW3594'UP THE STEEP SLOPE OF THE HILL FOR
 HW3594'0.2 MILE TO THE HIGHEST PART AND THE STATION AS DESCRIBED.
 HW3594'
 HW3594'*NOTE- TO DRIVE TO THE STATION FROM THE POLE GATE A FOUR WHEEL DRIVE
 HW3594'VEHICLE IS NEEDED.
 HW3594'
 HW3594'HEIGHT OF LIGHT ABOVE STATION MARK - 1.45 METERS.
 HW3594
 HW3594                          STATION RECOVERY (1964)
 HW3594
 HW3594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 HW3594'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 HW3594'CONDITION AS DESCRIBED.
 HW3594
 HW3594                          STATION RECOVERY (1989)
 HW3594
 HW3594'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (JP)
 HW3594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0185 ***********************************************************************
 HX0185  DESIGNATION -  HODAM
 HX0185  PID         -  HX0185
 HX0185  STATE/COUNTY-  WV/WEBSTER
 HX0185  USGS QUAD   -  DIANA (1982)
 HX0185
 HX0185                         *CURRENT SURVEY CONTROL
 HX0185  ___________________________________________________________________
 HX0185* NAD 83(1995)-  38 35 29.37578(N)    080 23 34.24880(W)     ADJUSTED  
 HX0185* NAVD 88     -       814.082  (meters)    2670.87   (feet)  ADJUSTED  
 HX0185  ___________________________________________________________________
 HX0185  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 HX0185  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HX0185  DYNAMIC HT  -         813.492 (meters)    2668.93  (feet)  COMP
 HX0185  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 HX0185
 HX0185  HORZ ORDER  -  SECOND
 HX0185  VERT ORDER  -  SECOND    CLASS 0
 HX0185
 HX0185.The horizontal coordinates were established by classical geodetic methods
 HX0185.and adjusted by the National Geodetic Survey in April 1998..
 HX0185
 HX0185.The orthometric height was determined by differential leveling
 HX0185.and adjusted by the National Geodetic Survey in June 1991..
 HX0185
 HX0185.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX0185
 HX0185.The geoid height was determined by GEOID03.
 HX0185
 HX0185.The dynamic height is computed by dividing the NAVD 88
 HX0185.geopotential number by the normal gravity value computed on the
 HX0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0185.degrees latitude (g = 980.6199 gals.).
 HX0185
 HX0185.The modeled gravity was interpolated from observed gravity values.
 HX0185
 HX0185;                    North         East     Units Scale Factor Converg.
 HX0185;SPC WV S     -   176,813.818   652,893.602   MT  0.99995085   +0 22 31.2
 HX0185;UTM  17      - 4,271,620.498   552,875.643   MT  0.99963443   +0 22 43.4
 HX0185
 HX0185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX0185!SPC WV S     -   0.99987718  x   0.99995085  =   0.99982804
 HX0185!UTM  17      -   0.99987718  x   0.99963443  =   0.99951166
 HX0185
 HX0185:                Primary Azimuth Mark                     Grid Az
 HX0185:SPC WV S     -  WEBSTER SPRINGS ATT MICROWAVE            153 36 04.6
 HX0185:UTM  17      -  WEBSTER SPRINGS ATT MICROWAVE            153 35 52.4
 HX0185
 HX0185|---------------------------------------------------------------------|
 HX0185| PID    Reference Object                     Distance      Geod. Az  |
 HX0185|                                                           dddmmss.s |
 HX0185| HX2860 WEBSTER SPRINGS ATT MICROWAVE       APPROX.10.1 KM 1535835.8 |
 HX0185| HX0183 HODAM AZ MK                                        1931311.0 |
 HX0185| HX0186 HODAM RM 1                           16.900 METERS 19600     |
 HX0185| HX0184 HODAM RM 2                           18.433 METERS 32151     |
 HX0185|---------------------------------------------------------------------|
 HX0185
 HX0185                          SUPERSEDED SURVEY CONTROL
 HX0185
 HX0185  NAD 83(1986)-  38 35 29.38170(N)    080 23 34.26058(W) AD(       ) 2
 HX0185  NAD 27      -  38 35 28.99780(N)    080 23 34.96970(W) AD(       ) 2
 HX0185  NGVD 29 (??/??/92)  814.256  (m)         2671.44   (f) ADJ UNCH    2 0
 HX0185
 HX0185.Superseded values are not recommended for survey control.
 HX0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0185.See file dsdata.txt to determine how the superseded data were derived.
 HX0185
 HX0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC5287671620(NAD 83)
 HX0185_MARKER: DS = TRIANGULATION STATION DISK
 HX0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX0185_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX0185_STAMPING: HODAM 1961
 HX0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0185
 HX0185  HISTORY     - Date     Condition        Report By
 HX0185  HISTORY     - 1961     MONUMENTED       CGS
 HX0185  HISTORY     - 1962     GOOD             NGS
 HX0185
 HX0185                          STATION DESCRIPTION
 HX0185
 HX0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX0185'STATION IS LOCATED ON THE SUMMIT OF HODAM MOUNTAIN ABOUT 4-1/2 MILES
 HX0185'SOUTH OF HACKER
 HX0185'VALLEY.  STATION, A STANDARD DISK SET IN CONCRETE IN THE
 HX0185'TOP OF A 4 INCH ORANGEBURG PIPE
 HX0185'AND STAMPED HODAM 1961 IS 46 FEET SOUTH
 HX0185'OF A UTILITY POLE AND 2.5 FEET SOUTH OF A STEEL
 HX0185'WITNESS POST WITH METAL
 HX0185'SIGN.  THE MARK PROJECTS 6 INCHES.
 HX0185'
 HX0185'TO REACH FROM THE BRIDGE OVER HOLLY RIVER IN THE VILLAGE OF HACKER
 HX0185'VALLEY, GO SOUTH
 HX0185'ON STATE HIGHWAY NO. 20 FOR 4.55 MILES TO FORKS NEAR THE
 HX0185'TOP OF HODAM MOUNTAIN AND SIGN
 HX0185'HODAM MT. ELEV. 2537.  TAKE RIGHT FORK AND
 HX0185'GO WESTERLY ON DIRT ROAD FOR 0.45 MILE TO OLD
 HX0185'DILAPIDATED BUILDINGS AND
 HX0185'END OF TRUCK TRAVEL.  PACK NORTHEASTERLY ALONG POWERLINE FOR
 HX0185'ABOUT 250 YARDS TO
 HX0185'TOP OF MOUNTAIN AND STATION AS DESCRIBED.
 HX0185'
 HX0185'TO REACH AZIMUTH FROM FORKS MENTIONED ABOVE, CONTINUE SOUTHWESTERLY
 HX0185'ON STATE HIGHWAY
 HX0185'NO. 20 FOR 0.45 MILE TO AZIMUTH MARK ON RIGHT (WEST) SIDE
 HX0185'OF HIGHWAY AS DESCRIBED.
 HX0185'
 HX0185'REFERENCE MARK NO. 1, A STANDARD DISK SET IN CONCRETE IN THE TOP OF
 HX0185'A 4 INCH
 HX0185'ORANGEBURG PIPE AND STAMPED HODAM NO 1 1961 IS 46 FEET SOUTHEAST
 HX0185'OF THE APPROXIMATE
 HX0185'CENTERLINE OF CLEARING FOR POWERLINE AND 2 FEET NORTHEAST
 HX0185'OF A TWIN TRUNK HICKORY TREE.  THE
 HX0185'MARK PROJECTS 12 INCHES.
 HX0185'
 HX0185'REFERENCE MARK NO. 2, A STANDARD AZIMUTH MARK DISK SET IN CONCRETE
 HX0185'IN THE TOP OF A 4
 HX0185'INCH ORANGEBURG PIPE AND STAMPED HODAM RM 2 1961 IS 37
 HX0185'FEET NORTHWEST OF THE APPROXIMATE
 HX0185'CENTERLINE OF CLEARING FOR POWERLINE, 26
 HX0185'FEET SOUTHEAST OF A 12 INCH TREE AND 23-1/2 FEET
 HX0185'NORTHEAST OF A 12 INCH OAK
 HX0185'TREE.  THE MARK PROJECTS 8 INCHES.
 HX0185'
 HX0185'AZIMUTH MARK, A STANDARD DISK CEMENTED FLUSH IN A DRILLHOLE IN
 HX0185'OUTCROPPING ROCK AND
 HX0185'STAMPED HODAM 1961 IS 28 FEET WEST OF THE APPROXIMATE
 HX0185'CENTERLINE OF STATE HIGHWAY
 HX0185'NO. 20, 5 FEET SOUTH OF A BRACE POLE AND 0.8
 HX0185'FEET WEST OF A WITNESS POST WITH METAL SIGN.
 HX0185'
 HX0185'HEIGHT OF LIGHT ABOVE STATION MARK - 21.99 METERS.
 HX0185
 HX0185                          STATION RECOVERY (1962)
 HX0185
 HX0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX0185'4.5 MI S FROM HACKER VALLEY.
 HX0185'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0185'AT HACKER VALLEY, THENCE 0.2 MILE WEST ALONG A DIRT ROAD, THENCE
 HX0185'0.1 MILE NORTHEAST ALONG A TRAIL, AT THE SUMMIT OF A MOUNTAIN,
 HX0185'46 FEET SOUTH OF A UTILITY POLE, 24 FEET SOUTH OF A STEEL WITNESS
 HX0185'POST, AND IS SET IN THE TOP OF A 4-INCH ORANGEBURG PIPE FILLED
 HX0185'WITH CONCRETE THAT PROJECTS ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0183 ***********************************************************************
 HX0183  DESIGNATION -  HODAM AZ MK
 HX0183  PID         -  HX0183
 HX0183  STATE/COUNTY-  WV/WEBSTER
 HX0183  USGS QUAD   -  DIANA (1982)
 HX0183
 HX0183                         *CURRENT SURVEY CONTROL
 HX0183  ___________________________________________________________________
 HX0183* NAD 83(1986)-  38 35 08.     (N)    080 23 40.     (W)     SCALED    
 HX0183* NAVD 88     -       723.196  (meters)    2372.69   (feet)  ADJUSTED  
 HX0183  ___________________________________________________________________
 HX0183  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HX0183  DYNAMIC HT  -         722.668 (meters)    2370.95  (feet)  COMP
 HX0183  MODELED GRAV-     979,873.2   (mgal)                       NAVD 88
 HX0183
 HX0183  VERT ORDER  -  SECOND    CLASS 0
 HX0183
 HX0183.The horizontal coordinates were scaled from a topographic map and have
 HX0183.an estimated accuracy of +/- 6 seconds.
 HX0183
 HX0183.The orthometric height was determined by differential leveling
 HX0183.and adjusted by the National Geodetic Survey in June 1991..
 HX0183
 HX0183.The geoid height was determined by GEOID03.
 HX0183
 HX0183.The dynamic height is computed by dividing the NAVD 88
 HX0183.geopotential number by the normal gravity value computed on the
 HX0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0183.degrees latitude (g = 980.6199 gals.).
 HX0183
 HX0183.The modeled gravity was interpolated from observed gravity values.
 HX0183
 HX0183;                    North         East    Units  Estimated Accuracy
 HX0183;SPC WV S     -   176,150.      652,760.      MT  (+/- 180 meters Scaled)
 HX0183
 HX0183                          SUPERSEDED SURVEY CONTROL
 HX0183
 HX0183  NGVD 29 (??/??/92)  723.362  (m)         2373.23   (f) ADJ UNCH    2 0
 HX0183
 HX0183.Superseded values are not recommended for survey control.
 HX0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0183.See file dsdata.txt to determine how the superseded data were derived.
 HX0183
 HX0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC527709(NAD 83)
 HX0183_MARKER: DZ = AZIMUTH MARK DISK
 HX0183_SETTING: 66 = SET IN ROCK OUTCROP
 HX0183_SP_SET: ROCK OUTCROP
 HX0183_STAMPING: HODAM 1961
 HX0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0183+STABILITY: POSITION/ELEVATION WELL
 HX0183
 HX0183  HISTORY     - Date     Condition        Report By
 HX0183  HISTORY     - 1961     MONUMENTED       CGS
 HX0183  HISTORY     - 1962     GOOD             NGS
 HX0183
 HX0183                          STATION DESCRIPTION
 HX0183
 HX0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0183'4.9 MI S FROM HACKER VALLEY.
 HX0183'ABOUT 4.9 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0183'AT HACKER VALLEY, ON THE INSIDE OF A CURVE WITH THE TANGENTS
 HX0183'EXTENDING TO THE NORTHWEST AND SOUTHWEST, SET ON TOP OF A ROCK
 HX0183'OUTCROP, 27 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1
 HX0183'FOOT SOUTH OF THE NORTH EDGE OF THE ROCK, 0.8 FOOT WEST OF A
 HX0183'STEEL WITNESS POST, AND ABOUT 7 FEET ABOVE THE LEVEL OF THE
 HX0183'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0186 ***********************************************************************
 HX0186  DESIGNATION -  HODAM RM 1
 HX0186  PID         -  HX0186
 HX0186  STATE/COUNTY-  WV/WEBSTER
 HX0186  USGS QUAD   -  DIANA (1982)
 HX0186
 HX0186                         *CURRENT SURVEY CONTROL
 HX0186  ___________________________________________________________________
 HX0186* NAD 83(1986)-  38 35 28.     (N)    080 23 33.     (W)     SCALED    
 HX0186* NAVD 88     -       812.671  (meters)    2666.24   (feet)  ADJUSTED  
 HX0186  ___________________________________________________________________
 HX0186  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HX0186  DYNAMIC HT  -         812.083 (meters)    2664.31  (feet)  COMP
 HX0186  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 HX0186
 HX0186  VERT ORDER  -  SECOND    CLASS 0
 HX0186
 HX0186.The horizontal coordinates were scaled from a topographic map and have
 HX0186.an estimated accuracy of +/- 6 seconds.
 HX0186
 HX0186.The orthometric height was determined by differential leveling
 HX0186.and adjusted by the National Geodetic Survey in June 1991..
 HX0186
 HX0186.The geoid height was determined by GEOID03.
 HX0186
 HX0186.The dynamic height is computed by dividing the NAVD 88
 HX0186.geopotential number by the normal gravity value computed on the
 HX0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0186.degrees latitude (g = 980.6199 gals.).
 HX0186
 HX0186.The modeled gravity was interpolated from observed gravity values.
 HX0186
 HX0186;                    North         East    Units  Estimated Accuracy
 HX0186;SPC WV S     -   176,770.      652,920.      MT  (+/- 180 meters Scaled)
 HX0186
 HX0186                          SUPERSEDED SURVEY CONTROL
 HX0186
 HX0186  NGVD 29 (??/??/92)  812.845  (m)         2666.81   (f) ADJ UNCH    2 0
 HX0186
 HX0186.Superseded values are not recommended for survey control.
 HX0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0186.See file dsdata.txt to determine how the superseded data were derived.
 HX0186
 HX0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC529715(NAD 83)
 HX0186_MARKER: DR = REFERENCE MARK DISK
 HX0186_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX0186_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX0186_STAMPING: HODAM NO 1 1961
 HX0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0186
 HX0186  HISTORY     - Date     Condition        Report By
 HX0186  HISTORY     - 1961     MONUMENTED       CGS
 HX0186  HISTORY     - 1962     GOOD             NGS
 HX0186
 HX0186                          STATION DESCRIPTION
 HX0186
 HX0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0186'4.5 MI S FROM HACKER VALLEY.
 HX0186'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0186'AT HACKER VALLEY, THENCE 0.2 MILE WEST ALONG A DIRT ROAD,
 HX0186'THENCE 0.1 MILE NORTHEAST ALONG A TRAIL, AT THE SUMMIT OF A
 HX0186'MOUNTAIN, 55.7 FEET SOUTH OF HODAM, 2 FEET EAST OF A HICKORY TREE
 HX0186'THAT HAS TWO TRUNKS, AND SET IN THE TOP OF A 4 INCH ORANGEBURG
 HX0186'PIPE FILLED WITH CONCRETE PROJECTING ABOUT 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0184 ***********************************************************************
 HX0184  DESIGNATION -  HODAM RM 2
 HX0184  PID         -  HX0184
 HX0184  STATE/COUNTY-  WV/WEBSTER
 HX0184  USGS QUAD   -  DIANA (1982)
 HX0184
 HX0184                         *CURRENT SURVEY CONTROL
 HX0184  ___________________________________________________________________
 HX0184* NAD 83(1986)-  38 35 28.     (N)    080 23 33.     (W)     SCALED    
 HX0184* NAVD 88     -       813.085  (meters)    2667.60   (feet)  ADJUSTED  
 HX0184  ___________________________________________________________________
 HX0184  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HX0184  DYNAMIC HT  -         812.496 (meters)    2665.66  (feet)  COMP
 HX0184  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 HX0184
 HX0184  VERT ORDER  -  SECOND    CLASS 0
 HX0184
 HX0184.The horizontal coordinates were scaled from a topographic map and have
 HX0184.an estimated accuracy of +/- 6 seconds.
 HX0184
 HX0184.The orthometric height was determined by differential leveling
 HX0184.and adjusted by the National Geodetic Survey in June 1991..
 HX0184
 HX0184.The geoid height was determined by GEOID03.
 HX0184
 HX0184.The dynamic height is computed by dividing the NAVD 88
 HX0184.geopotential number by the normal gravity value computed on the
 HX0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0184.degrees latitude (g = 980.6199 gals.).
 HX0184
 HX0184.The modeled gravity was interpolated from observed gravity values.
 HX0184
 HX0184;                    North         East    Units  Estimated Accuracy
 HX0184;SPC WV S     -   176,770.      652,920.      MT  (+/- 180 meters Scaled)
 HX0184
 HX0184                          SUPERSEDED SURVEY CONTROL
 HX0184
 HX0184  NGVD 29 (??/??/92)  813.259  (m)         2668.17   (f) ADJ UNCH    2 0
 HX0184
 HX0184.Superseded values are not recommended for survey control.
 HX0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0184.See file dsdata.txt to determine how the superseded data were derived.
 HX0184
 HX0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC529715(NAD 83)
 HX0184_MARKER: DR = REFERENCE MARK DISK
 HX0184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX0184_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX0184_STAMPING: HODAK NO 2 1961
 HX0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0184
 HX0184  HISTORY     - Date     Condition        Report By
 HX0184  HISTORY     - 1961     MONUMENTED       CGS
 HX0184  HISTORY     - 1962     GOOD             NGS
 HX0184
 HX0184                          STATION DESCRIPTION
 HX0184
 HX0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0184'4.5 MI S FROM HACKER VALLEY.
 HX0184'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0184'AT HACKER VALLEY, THENCE 0.2 MILES WEST ALONG A DIRT ROAD, THENCE
 HX0184'0.1 MILE NORTHEAST ALONG A TRAIL, AT THE SUMMIT OF A MOUNTAIN,
 HX0184'60.4 FEET NORTHWEST OF HODAM, AND SET IN THE TOP OF A 4 INCH
 HX0184'ORANGEBURG PIPE FILLED WITH CONCRETE AND PROJECTING ABOUT 8
 HX0184'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1856 ***********************************************************************
 JX1856  DESIGNATION -  HOG
 JX1856  PID         -  JX1856
 JX1856  STATE/COUNTY-  WV/MARION
 JX1856  USGS QUAD   -  GRANT TOWN (1976)
 JX1856
 JX1856                         *CURRENT SURVEY CONTROL
 JX1856  ___________________________________________________________________
 JX1856* NAD 83(1995)-  39 31 38.46115(N)    080 09 16.31277(W)     ADJUSTED  
 JX1856* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 JX1856  ___________________________________________________________________
 JX1856  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 JX1856  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JX1856
 JX1856  HORZ ORDER  -  FIRST
 JX1856
 JX1856.The horizontal coordinates were established by classical geodetic methods
 JX1856.and adjusted by the National Geodetic Survey in April 1998..
 JX1856
 JX1856.The orthometric height was scaled from a topographic map.
 JX1856
 JX1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1856
 JX1856.The geoid height was determined by GEOID03.
 JX1856
 JX1856;                    North         East     Units Scale Factor Converg.
 JX1856;SPC WV N     -   114,258.276   543,727.344   MT  0.99994222   -0 25 02.8
 JX1856;UTM  17      - 4,375,641.100   572,664.571   MT  0.99966501   +0 32 17.2
 JX1856
 JX1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1856!SPC WV N     -   0.99993157  x   0.99994222  =   0.99987379
 JX1856!UTM  17      -   0.99993157  x   0.99966501  =   0.99959660
 JX1856
 JX1856:                Primary Azimuth Mark                     Grid Az
 JX1856:SPC WV N     -  HOG AZ MK                                003 07 36.3
 JX1856:UTM  17      -  HOG AZ MK                                002 10 16.3
 JX1856
 JX1856|---------------------------------------------------------------------|
 JX1856| PID    Reference Object                     Distance      Geod. Az  |
 JX1856|                                                           dddmmss.s |
 JX1856| CX4694 HOG AZ MK                                          0024233.5 |
 JX1856| JX1851 RIVESVILLE MONONGA PUB SER STK      APPROX. 3.6 KM 0824629.9 |
 JX1856| CX4695 HOG RM 1                             13.625 METERS 13049     |
 JX1856| JX1898 FAIRMONT SOUTH MUNICIPAL TANK       APPROX. 7.9 KM 1675545.5 |
 JX1856| CX4696 HOG RM 2                             13.580 METERS 25617     |
 JX1856|---------------------------------------------------------------------|
 JX1856
 JX1856                          SUPERSEDED SURVEY CONTROL
 JX1856
 JX1856  NAD 83(1986)-  39 31 38.46126(N)    080 09 16.32111(W) AD(       ) 1
 JX1856  NAD 27      -  39 31 38.16550(N)    080 09 17.03220(W) AD(       ) 1
 JX1856
 JX1856.Superseded values are not recommended for survey control.
 JX1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1856.See file dsdata.txt to determine how the superseded data were derived.
 JX1856
 JX1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7266575641(NAD 83)
 JX1856_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JX1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1856_MARK LOGO: CGS   
 JX1856_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1856
 JX1856  HISTORY     - Date     Condition        Report By
 JX1856  HISTORY     - 1941     MONUMENTED       CGS
 JX1856  HISTORY     - 1941     GOOD             CGS
 JX1856  HISTORY     - 1960     POOR             USGS
 JX1856  HISTORY     - 19890125 SEE DESCRIPTION  HARTMN
 JX1856
 JX1856                          STATION DESCRIPTION
 JX1856
 JX1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1856'THE STATION IS LOCATED
 JX1856'ABOUT 3 MILES BY
 JX1856'ROAD W OF THE TOWN OF RIVESVILLE ON A HOG-BACKED
 JX1856'RIDGE COVERED WITH BRUSH AND SMALL
 JX1856'SAPLINGS AND KNOWN AS FORT HILL.
 JX1856'IT IS AT THE APPROXIMATE CENTER OF THE RIDGE, STAMPED HOG 1941
 JX1856'AND PROJECTS 6 INCHES.
 JX1856'
 JX1856'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JX1856'BRONZE DISKS SET IN CONCRETE.
 JX1856'
 JX1856'REFERENCE MARK NO. 1 IS ON THE S SLOPE OF THE RIDGE, STAMPED
 JX1856'HOG NO. 1 1941 AND
 JX1856'PROJECTS 1 FOOT.
 JX1856'
 JX1856'REFERENCE MARK NO. 2 IS ON THE S SLOPE OF THE RIDGE, SW OF THE
 JX1856'STATION, STAMPED
 JX1856'HOG NO. 2 1941 AND PROJECTS 8 INCHES.
 JX1856'
 JX1856'THE AZIMUTH MARK IS 12 FEET E OF THE CENTER OF THE ROAD AND 1
 JX1856'FOOT E OF THE
 JX1856'FENCE LINE.  IT IS STAMPED HOG 1941 AND PROJECTS 6 INCHES.
 JX1856'
 JX1856'TO REACH THE STATION FROM THE BAXTER RAILROAD STATION, GO S
 JX1856'ON A MACADAM ROAD
 JX1856'FOR 0.6 MILE TO A CONCRETE BRIDGE ON THE RIGHT
 JX1856'(THIS IS 1.5 MILES NW OF THE
 JX1856'JUNCTION OF THE BAXTER ROAD AND U.S.
 JX1856'HIGHWAY 19 IN RIVESVILLE) TURN RIGHT AND GO 0.2
 JX1856'MILE TO A FORKS,
 JX1856'TAKE THE LEFT FORK AND FOLLOW A DIRT ROAD UP HILL FOR 0.9 MILE TO
 JX1856'THE CREST OF
 JX1856'THE RIDGE, HERE TURN LEFT ON A DIRT ROAD AND GO 0.2
 JX1856'MILE TO A FORKS, TAKE THE RIGHT
 JX1856'FORK AND GO 0.5 MILE TO THE TOP
 JX1856'OF THE RIDGE AND A GATE ON THE RIGHT, TURN RIGHT
 JX1856'THROUGH THE GATE
 JX1856'AND GO ABOUT 150 YARDS TO THE CENTER OF THE RIDGE AND THE STATION.
 JX1856'
 JX1856'FAIRMONT IS VISIBLE FROM GROUND.
 JX1856'
 JX1856'A 37-FOOT TOWER IS NEEDED TO SEE GASTON, BURTON, TENANT,
 JX1856'VALENTINE, CICERO AND NEILLY.
 JX1856'
 JX1856'A 103-FOOT TOWER WILL PROBABLY SEE ASHCROFT.  THIS LINE WAS
 JX1856'OBSERVED THROUGH TREES.
 JX1856
 JX1856                          STATION RECOVERY (1941)
 JX1856
 JX1856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 JX1856'RECOVERED IN GOOD CONDITION.
 JX1856
 JX1856                          STATION RECOVERY (1960)
 JX1856
 JX1856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JX1856'STATION WAS FOUND IN A LEANED OVER POSITION BUT DOUBT IF THE
 JX1856'UNDERGROUND MARKER IS
 JX1856'DISTURBED.  MARK WAS HIT BY A BULLDOZER DURING CONSTRUCTION OF TV
 JX1856'TOWER WJBP.  COULD NOT FIND THE
 JX1856'REFERENCE MARKERS, PROBABLY HAVE BEEN DISTURBED.
 JX1856
 JX1856                          STATION RECOVERY (1989)
 JX1856
 JX1856'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX1856'NOT FOUND.  BELIEVED TO BE DESTROYED.  THOROUGH SEARCH WAS NOT MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2049 ***********************************************************************
 JX2049  DESIGNATION -  HOG
 JX2049  PID         -  JX2049
 JX2049  STATE/COUNTY-  WV/MARSHALL
 JX2049  USGS QUAD   -  POWHATAN POINT (1984)
 JX2049
 JX2049                         *CURRENT SURVEY CONTROL
 JX2049  ___________________________________________________________________
 JX2049* NAD 83(1995)-  39 51 25.64318(N)    080 47 52.72032(W)     ADJUSTED  
 JX2049* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 JX2049  ___________________________________________________________________
 JX2049  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 JX2049  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX2049
 JX2049  HORZ ORDER  -  THIRD
 JX2049
 JX2049.The horizontal coordinates were established by classical geodetic methods
 JX2049.and adjusted by the National Geodetic Survey in April 1998..
 JX2049
 JX2049.The orthometric height was scaled from a topographic map.
 JX2049
 JX2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2049
 JX2049.The geoid height was determined by GEOID03.
 JX2049
 JX2049;                    North         East     Units Scale Factor Converg.
 JX2049;SPC WV N     -   151,467.759   488,939.544   MT  0.99994886   -0 49 40.1
 JX2049;SPC OH S     -   207,541.667   745,631.693   MT  0.99996989   +1 04 47.9
 JX2049;UTM  17      - 4,411,919.001   517,280.442   MT  0.99960368   +0 07 46.1
 JX2049
 JX2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2049!SPC WV N     -   0.99997378  x   0.99994886  =   0.99992264
 JX2049!SPC OH S     -   0.99997378  x   0.99996989  =   0.99994367
 JX2049!UTM  17      -   0.99997378  x   0.99960368  =   0.99957747
 JX2049
 JX2049:                Primary Azimuth Mark                     Grid Az
 JX2049:SPC WV N     -  HOG AZ MK                                059 02 25.4
 JX2049:SPC OH S     -  HOG AZ MK                                057 07 57.4
 JX2049:UTM  17      -  HOG AZ MK                                058 04 59.2
 JX2049
 JX2049|---------------------------------------------------------------------|
 JX2049| PID    Reference Object                     Distance      Geod. Az  |
 JX2049|                                                           dddmmss.s |
 JX2049| CX4697 HOG AZ MK                                          0581245.3 |
 JX2049| CX4698 HOG RM 1                             12.298 METERS 06317     |
 JX2049| JX2051 CRESAP KAMMER POWER CO W STACK      APPROX. 2.2 KM 2355153.3 |
 JX2049| CX4699 HOG RM 2                             10.478 METERS 24257     |
 JX2049|---------------------------------------------------------------------|
 JX2049
 JX2049                          SUPERSEDED SURVEY CONTROL
 JX2049
 JX2049  NAD 83(1986)-  39 51 25.65114(N)    080 47 52.72755(W) AD(       ) 3
 JX2049  NAD 27      -  39 51 25.38130(N)    080 47 53.41020(W) AD(       ) 3
 JX2049
 JX2049.Superseded values are not recommended for survey control.
 JX2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2049.See file dsdata.txt to determine how the superseded data were derived.
 JX2049
 JX2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE1728011919(NAD 83)
 JX2049_MARKER: DS = TRIANGULATION STATION DISK
 JX2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2049
 JX2049  HISTORY     - Date     Condition        Report By
 JX2049  HISTORY     - 1963     MONUMENTED       CGS
 JX2049
 JX2049                          STATION DESCRIPTION
 JX2049
 JX2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2049'THE STATION IS LOCATED ON THE EAST BANK OF THE OHIO RIVER, ABOUT 11
 JX2049'MILES SOUTH-SOUTHWEST OF THE CENTER OF
 JX2049'MOUNDSVILLE, ABOUT 0.5 EAST AND ACROSS THE RIVER FROM POWHATAN
 JX2049'POINT, OHIO.  IT IS 4 FEET SOUTH OF
 JX2049'NORTH EDGE OF SLOPE TO RAILROAD TRACKS, 40
 JX2049'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS,
 JX2049'25 FEET NORTH OF THE CENTERLINE
 JX2049'OF STATE HIGHWAY 2 AND 4 FEET NORTH OF A GUARD RAIL.  IT IS ON STATE
 JX2049'HIGHWAY PROPERTY.  THE MONUMENT IS
 JX2049'FLUSH AND THE DISK IS STAMPED HOG 1963.
 JX2049'
 JX2049'TO REACH FROM THE JUNCTION OF US HIGHWAY 250 AND STATE HIGHWAYS 2 AND
 JX2049'88 IN MOUNDSVILLE, GO
 JX2049'SOUTH ON STATE HIGHWAY 2 FOR 1.15 MILES TO A BRIDGE OVER GRAVE CREEK.
 JX2049'CONTINUE WEST AND SOUTH FOR 6.1
 JX2049'MILES TO A BRIDGE OVER HOG RUN AND THE AZIMUTH MARK
 JX2049'AS DESCRIBED.  CONTINUE SOUTHERLY ON STATE HIGHWAY
 JX2049'2 FOR 0.3 MILE TO THE STATION ON
 JX2049'THE RIGHT AS DESCRIBED.
 JX2049'
 JX2049'REFERENCE MARK 1 IS 96 FEET WEST OF A TELEPHONE CABLE POLE, 25 FEET
 JX2049'NORTH OF THE CENTERLINE OF
 JX2049'THE HIGHWAY, 4 FEET SOUTH OF NORTH EDGE OF SLOPE AND 4 FEET NORTH OF
 JX2049'A GUARD RAIL.  THE MONUMENT IS
 JX2049'FLUSH AND THE DISK IS STAMPED HOG NO 1 1963.
 JX2049'
 JX2049'REFERENCE MARK 2 IS 90 FEET EAST OF A TELEPHONE CABLE POLE, 26 FEET
 JX2049'NORTH OF THE CENTERLINE OF
 JX2049'THE HIGHWAY, 3 FEET SOUTH OF NORTH EDGE OF THE SLOPE AND 6 FEET NORTH
 JX2049'OF A GUARD RAIL.  THE MONUMENT
 JX2049'IS FLUSH AND THE DISK IS STAMPED HOG NO 2 1963.
 JX2049'
 JX2049'THE AZIMUTH MARK IS CEMENTED FLUSH IN A DRILLED HOLE IN THE EAST
 JX2049'GUARD RAIL OF A BRIDGE OVER
 JX2049'HOG RUN.  IT IS 7 FEET NORTHEAST OF SOUTH END OF THE GUARDRAIL, 47
 JX2049'FEET SOUTHEAST OF THE CENTERLINE
 JX2049'OF STATE HIGHWAY 2 AND 65 FEET NORTHEAST OF CENTERLINE
 JX2049'OF A DRIVEWAY TO HANNA COAL COMPANY AND HIGHWAY 2.
 JX2049'THE DISK IS STAMPED HOG
 JX2049'1963.
 JX2049'
 JX2049'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1275 ***********************************************************************
 JW1275  DESIGNATION -  HOGLAN
 JW1275  PID         -  JW1275
 JW1275  STATE/COUNTY-  WV/GRANT
 JW1275  USGS QUAD   -  MAYSVILLE (1995)
 JW1275
 JW1275                         *CURRENT SURVEY CONTROL
 JW1275  ___________________________________________________________________
 JW1275* NAD 83(1995)-  39 00 18.60344(N)    079 10 38.44231(W)     ADJUSTED  
 JW1275* NAVD 88     -       332.4    (meters)    1091.     (feet)  VERTCON   
 JW1275  ___________________________________________________________________
 JW1275  X           -     931,938.619 (meters)                     COMP
 JW1275  Y           -  -4,874,920.228 (meters)                     COMP
 JW1275  Z           -   3,992,952.348 (meters)                     COMP
 JW1275  LAPLACE CORR-          -6.99  (seconds)                    DEFLEC99
 JW1275  ELLIP HEIGHT-         301.09  (meters)          (04/01/98) GPS OBS
 JW1275  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JW1275
 JW1275  HORZ ORDER  -  THIRD
 JW1275  ELLP ORDER  -  FOURTH    CLASS I
 JW1275
 JW1275.The horizontal coordinates were established by classical geodetic methods
 JW1275.and adjusted by the National Geodetic Survey in April 1998..
 JW1275
 JW1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1275
 JW1275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1275
 JW1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1275
 JW1275.The ellipsoidal height was determined by GPS observations
 JW1275.and is referenced to NAD 83.
 JW1275
 JW1275.The geoid height was determined by GEOID03.
 JW1275
 JW1275;                    North         East     Units Scale Factor Converg.
 JW1275;SPC WV N     -    56,132.551   627,948.314   MT  0.99999903   +0 12 20.8
 JW1275;UTM  17      - 4,318,930.263   657,820.995   MT  0.99990670   +1 08 50.6
 JW1275
 JW1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1275!SPC WV N     -   0.99995276  x   0.99999903  =   0.99995179
 JW1275!UTM  17      -   0.99995276  x   0.99990670  =   0.99985947
 JW1275
 JW1275|---------------------------------------------------------------------|
 JW1275| PID    Reference Object                     Distance      Geod. Az  |
 JW1275|                                                           dddmmss.s |
 JW1275| CX4704 HOGLAN RM 1                          17.982 METERS 09248     |
 JW1275| CX4703 HOGLAN AZ MK                                       0972355.9 |
 JW1275| HW3428 PETERSBURG STACK                    APPROX. 5.7 KM 1022513.5 |
 JW1275| CX4705 HOGLAN RM 2                          18.550 METERS 18004     |
 JW1275|---------------------------------------------------------------------|
 JW1275
 JW1275                          SUPERSEDED SURVEY CONTROL
 JW1275
 JW1275  NAD 83(1995)-  39 00 18.61170(N)    079 10 38.46101(W) AD(       ) 3
 JW1275  NAD 83(1986)-  39 00 18.61245(N)    079 10 38.46101(W) AD(       ) 3
 JW1275  NAD 27      -  39 00 18.21530(N)    079 10 39.32990(W) AD(       ) 3
 JW1275  NGVD 29 (03/22/89)  332.6    (m)         1091.     (f) GPS OBS        
 JW1275
 JW1275.Superseded values are not recommended for survey control.
 JW1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1275.See file dsdata.txt to determine how the superseded data were derived.
 JW1275
 JW1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD5782118930(NAD 83)
 JW1275_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JW1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1275_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1275+STABILITY: SURFACE MOTION
 JW1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1275+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1988
 JW1275
 JW1275  HISTORY     - Date     Condition        Report By
 JW1275  HISTORY     - 1956     MONUMENTED       CGS
 JW1275  HISTORY     - 1973     GOOD             NGS
 JW1275  HISTORY     - 1987     GOOD             NGS
 JW1275  HISTORY     - 19881014 GOOD
 JW1275
 JW1275                          STATION DESCRIPTION
 JW1275
 JW1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1275'THE STATION IS LOCATED, AIRLINE, ABOUT 3 MILES WEST NORTHWEST OF
 JW1275'PETERSBURG, 1/2 MILE
 JW1275'NORTH OF THE SOUTH BRANCH OF THE NORTH FORK OF THE POTOMAC RIVER,
 JW1275'0.35 MILE WEST OF THE STATE
 JW1275'HIGHWAY MAINTENANCE BUILDINGS, AND IT IS ON THE NORTH SIDE OF
 JW1275'STATE HIGHWAYS 28 AND 4 ALONG THE
 JW1275'RIGHT-OF-WAY FENCE LINE AT A LOW HIGHWAY CUT.
 JW1275'
 JW1275'THE STATION MARK IS A STANDARD DISK STAMPED HOGLAN 1956 SET IN THE
 JW1275'TOP OF A 10 INCH SQUARE
 JW1275'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  THE MARK IS
 JW1275'31 FEET NORTH OF THE CENTERLINE
 JW1275'OF STATE HIGHWAYS 28 AND 4, 12 FEET NORTH OF THE
 JW1275'SOUTH EDGE OF THE HIGHWAY CUT, AND 4 FEET SOUTH OF
 JW1275'A WHITE WITNESS POST WHICH IS IN
 JW1275'THE RIGHT-OF-WAY FENCE LINE.
 JW1275'
 JW1275'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMED HOGLAN NO 1 1956
 JW1275'SET IN THE TOP OF A 10
 JW1275'INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 JW1275'THE MARK IS 30 FEET NORTH OF THE
 JW1275'CENTERLINE OF STATE HIGHWAYS 28 AND 4, 14 FEET NORTH
 JW1275'OF THE SOUTH EDGE OF THE HIGHWAY CUT, 3 FEET SOUTH
 JW1275'OF THE RIGHT-OF-WAY FENCE LINE,
 JW1275'AND IT IS ABOUT 6 INCHES LOWER THAN THE STATION.
 JW1275'
 JW1275'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HOGLAN NO 2 1956
 JW1275'SET IN THE TOP OF A 10
 JW1275'INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 JW1275'THE MARK IS 29 FEET SOUTH OF THE
 JW1275'CENTERLINE OF STATE HIGHWAYS 28 AND 4, 12 FEET SOUTH
 JW1275'OF NORTH EDGE OF THE HIGHWAY CUT, 5 FEET EAST OF A
 JW1275'TELEPHONE POLE, 1 FOOT NORTH OF
 JW1275'A RIGHT-OF-WAY FENCE LINE, AND IT IS ABOUT 6 INCHES HIGHER THAN THE
 JW1275'STATION.
 JW1275'
 JW1275'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOGLAN 1956 SET IN THE
 JW1275'TOP OF A 10 INCH SQUARE
 JW1275'CONCRETE POST THAT PROJECTS 5 INCHES ABOVE THE GROUND.  THE MARK IS
 JW1275'35 FEET SOUTH OF THE CENTERLINE
 JW1275'OF STATE HIGHWAYS 28 AND 4, 16 FEET EAST OF A FENCE
 JW1275'CORNER, 3 FEET SOUTH OF A TELEPHONE POLE, AND 1
 JW1275'FOOT NORTH OF A RIGHT-OF-WAY FENCE LINE.
 JW1275'
 JW1275'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PETERSBURG GO WEST
 JW1275'ON VIRGINIA AVENUE FOR 0.05
 JW1275'MILE TO THE JUNCTION OF U.S. HIGHWAY 220 AND STATE HIGHWAYS 28 AND 4.
 JW1275'TURN RIGHT ON STATE HIGHWAYS 28
 JW1275'AND 4 AND GO NORTH THEN WEST FOR 2.9 MILES TO THE
 JW1275'EAST ENTRANCE OF THE STATE HIGHWAY MAINTENANCE
 JW1275'BUILDINGS AND THE AZIMUTH MARK AS
 JW1275'DESCRIBED.  TO REACH THE STATION FROM THE AZIMUTH MARK CONTINUE
 JW1275'STRAIGHT AHEAD ON STATE
 JW1275'HIGHWAYS 28 AND 4 WESTERLY FOR 0.4 MILE TO THE TOP OF A SMALL RISE AT
 JW1275'A LOW HIGHWAY CUT AND THE
 JW1275'STATION AS DESCRIBED.
 JW1275'
 JW1275'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 JW1275
 JW1275                          STATION RECOVERY (1973)
 JW1275
 JW1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (VDN)
 JW1275'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 JW1275'AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED IN 1956.
 JW1275'
 JW1275'THE STATION IS ON PROPERTY OWNED BY THE STATE OF WEST VIRGINIA AND
 JW1275'IS ON STATE ROAD RIGHT-OF-WAY.
 JW1275'
 JW1275'TO REACH THE STATION FROM THE POST OFFICE IN PETERSBURG, GO NORTH
 JW1275'FOLLOWING U.S. HIGHWAY 220 FOR 0.15 MILE TO THE JUNCTION OF STATE
 JW1275'ROADS 28 AND 42.  CONTINUE STRAIGHT AHEAD NORTH AND NORTHWEST
 JW1275'FOLLOWING STATE ROAD 28 AND 42 FOR 0.8 MILE TO A FORK (STATE ROAD
 JW1275'42 RIGHT).  HERE BEAR LEFT STRAIGHT AHEAD WEST FOLLOWING STATE ROAD
 JW1275'28 FOR 1.95 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED IN
 JW1275'1956.  CONTINUE STRAIGHT AHEAD FOLLOWING STATE ROAD 28 WEST FOR 0.4
 JW1275'MILE TO THE STATION ON THE RIGHT AS DESCRIBED IN 1956.
 JW1275
 JW1275                          STATION RECOVERY (1987)
 JW1275
 JW1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 JW1275'THE STATION WAS RECOVERED AT THIS DATE.
 JW1275'OTHER MARKS NOT SEARCHED FOR.
 JW1275'
 JW1275'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 JW1275'WEST-NORTHWEST OF PETERSBURG, ON TOP OF A LOW HIGHWAY CUT ON THE
 JW1275'STATE HIGHWAY 28 RIGHT-OF-WAY.
 JW1275'OWNERSHIP--WEST VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION.
 JW1275'
 JW1275'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28, 42 AND
 JW1275'55 AT THE NORTH EDGE OF PETERSBURG, GO WEST FOR
 JW1275'3.4 KM (2.1 MI) ON HIGHWAY 28 TO A HIGHWAY MAINTENANCE YARD ON THE
 JW1275'LEFT.
 JW1275'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.4 KM (0.25 MI) ON HIGHWAY
 JW1275'28 TO A PAVED LANE ON THE RIGHT AT THE WEST EDGE OF THE SOUTH
 JW1275'BRANCH MEMORIAL GARDENS CEMETERY.
 JW1275'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.2 KM (0.1 MI) ON THE
 JW1275'HIGHWAY TO HIGH GROUND AND THE STATION ON THE RIGHT.
 JW1275'
 JW1275'THE STATION IS A STANDARD CGS DISK
 JW1275'STAMPED---HOGLAN 1956---,
 JW1275'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JW1275'25 CM ON SIDE PROJECTING 1 CM ABOVE GROUND.  LOCATED
 JW1275'45.0 METERS (147.6 FT) EAST FROM A WOODEN PASTURE GATE,
 JW1275'9.4 METERS (30.8 FT) NORTH FROM THE CENTER OF, AND 1.0 METER ABOVE
 JW1275'THE HIGHWAY, AND
 JW1275'1.4 METERS (4.6 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 JW1275'
 JW1275'DESCRIBED BY G. R. HEID, TYPED BY C. L. SMITH.
 JW1275
 JW1275                          STATION RECOVERY (1988)
 JW1275
 JW1275'RECOVERED 1988
 JW1275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3100 ***********************************************************************
 HX3100  DESIGNATION -  HOLLOW
 HX3100  PID         -  HX3100
 HX3100  STATE/COUNTY-  WV/KANAWHA
 HX3100  USGS QUAD   -  POCATALICO (1976)
 HX3100
 HX3100                         *CURRENT SURVEY CONTROL
 HX3100  ___________________________________________________________________
 HX3100* NAD 83(1995)-  38 23 50.00876(N)    081 44 17.42533(W)     ADJUSTED  
 HX3100* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 HX3100  ___________________________________________________________________
 HX3100  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 HX3100  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HX3100
 HX3100  HORZ ORDER  -  SECOND
 HX3100
 HX3100.The horizontal coordinates were established by classical geodetic methods
 HX3100.and adjusted by the National Geodetic Survey in April 1998..
 HX3100
 HX3100.The orthometric height was scaled from a topographic map.
 HX3100
 HX3100.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3100
 HX3100.The geoid height was determined by GEOID03.
 HX3100
 HX3100;                    North         East     Units Scale Factor Converg.
 HX3100;SPC WV S     -   155,333.667   535,520.701   MT  0.99993255   -0 27 22.8
 HX3100;UTM  17      - 4,250,147.327   435,541.052   MT  0.99965117   -0 27 30.6
 HX3100
 HX3100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3100!SPC WV S     -   0.99995974  x   0.99993255  =   0.99989229
 HX3100!UTM  17      -   0.99995974  x   0.99965117  =   0.99961092
 HX3100
 HX3100|---------------------------------------------------------------------|
 HX3100| PID    Reference Object                     Distance      Geod. Az  |
 HX3100|                                                           dddmmss.s |
 HX3100| DC3592 HOLLOW RM 1                          13.320 METERS 10748     |
 HX3100| HX3099 DUTCH                               298.663 METERS 20934     |
 HX3100| DC3593 HOLLOW RM 2                          40.431 METERS 24559     |
 HX3100| HX3098 HOLLOW 1944 AZ MK                   186.310 METERS 26729     |
 HX3100|---------------------------------------------------------------------|
 HX3100
 HX3100                          SUPERSEDED SURVEY CONTROL
 HX3100
 HX3100  NAD 83(1995)-  38 23 50.01506(N)    081 44 17.43080(W) AD(       ) 2
 HX3100  NAD 83(1986)-  38 23 50.01661(N)    081 44 17.43166(W) AD(       ) 2
 HX3100  NAD 27      -  38 23 49.67900(N)    081 44 17.97300(W) AD(       ) 2
 HX3100
 HX3100.Superseded values are not recommended for survey control.
 HX3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3100.See file dsdata.txt to determine how the superseded data were derived.
 HX3100
 HX3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3554150147(NAD 83)
 HX3100_MARKER: DS = TRIANGULATION STATION DISK
 HX3100_SETTING: 0 = UNSPECIFIED SETTING
 HX3100
 HX3100  HISTORY     - Date     Condition        Report By
 HX3100  HISTORY     - 1944     MONUMENTED       CGS
 HX3100  HISTORY     - 1958     GOOD             CGS
 HX3100
 HX3100                          STATION DESCRIPTION
 HX3100
 HX3100'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3100'STATION IS LOCATED
 HX3100'ABOUT 6 MILES W OF
 HX3100'CHARLESTON, 31 FEET N OF THE CENTER LINE OF
 HX3100'U.S. HIGHWAY 35, 3.6 FEET SW OF A
 HX3100'WITNESS POST, AND 4.5 FEET S OF
 HX3100'A FENCE.  THE DISK IS STAMPED HOLLOW 1944.
 HX3100'
 HX3100'SURFACE MARK, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 HX3100'SET IN CONCRETE.
 HX3100'UNDERGROUND MARK IS A BRONZE DISK SET IN THE
 HX3100'CENTER OF THE TOP OF A TILE.
 HX3100'
 HX3100'REFERENCE MARK 1 IS 33 FEET N OF THE CENTER LINE OF THE HIGHWAY
 HX3100'AND 10 FEET S OF
 HX3100'THE FENCE.  IT IS STAMPED HOLLOW NO 1 1944.
 HX3100'
 HX3100'REFERENCE MARK 2 IS 50.5 FEET S OF THE CENTER LINE OF THE
 HX3100'HWY. AND 21 FEET N
 HX3100'OF THE FENCE.  IT IS STAMPED HOLLOW NO 2 1944.
 HX3100'
 HX3100'AZIMUTH MARK IS ON THE S SIDE OF THE HIGHWAY.  IT IS 21 FEET
 HX3100'S OF THE CENTER
 HX3100'LINE OF THE HIGHWAY, 2.4 FEET S OF A GUARDRAIL,
 HX3100'8 FEET N OF THE FENCE, AND 4.4
 HX3100'FEET E OF A WITNESS POST.  IT IS
 HX3100'STAMPED HOLLOW 1944.
 HX3100'
 HX3100'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 21
 HX3100'AND 35 IN WEST
 HX3100'CHARLESTON, GO W ON HIGHWAY 35 FOR 2.55 MILES TO
 HX3100'JUNCTION WITH STATE HIGHWAY 25,
 HX3100'CONTINUE ON HIGHWAY 35 FOR 1.75
 HX3100'MILES TO ROCKY FORK ROAD RIGHT, CONTINUE ON
 HX3100'HIGHWAY 35 FOR 1.15
 HX3100'MILES TO THE TOP OF THE RIDGE AND A DIRT ROAD SHARP LEFT.
 HX3100'CONTINUE
 HX3100'STRAIGHT AHEAD 0.1 MILE TO STATION HOLLOW ON THE RIGHT.  CONTINUE
 HX3100'STRAIGHT AHEAD FOR 0.2 MILE
 HX3100'TO THE AZIMUTH MARK ON THE LEFT.
 HX3100'
 HX3100'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX3100
 HX3100                          STATION RECOVERY (1958)
 HX3100
 HX3100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3100'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 HX3100'MARKS WERE NOT
 HX3100'SEARCHED FOR AT THIS DATE.  THE PREVIOUS DESCRIPTION
 HX3100'PROVED TO BE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3098 ***********************************************************************
 HX3098  DESIGNATION -  HOLLOW 1944 AZ MK
 HX3098  PID         -  HX3098
 HX3098  STATE/COUNTY-  WV/KANAWHA
 HX3098  USGS QUAD   -  POCATALICO (1976)
 HX3098
 HX3098                         *CURRENT SURVEY CONTROL
 HX3098  ___________________________________________________________________
 HX3098* NAD 83(1995)-  38 23 49.74355(N)    081 44 25.09582(W)     ADJUSTED  
 HX3098* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 HX3098  ___________________________________________________________________
 HX3098  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 HX3098  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HX3098
 HX3098  HORZ ORDER  -  SECOND
 HX3098
 HX3098.The horizontal coordinates were established by classical geodetic methods
 HX3098.and adjusted by the National Geodetic Survey in April 1998..
 HX3098
 HX3098.The orthometric height was scaled from a topographic map.
 HX3098
 HX3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3098
 HX3098.The geoid height was determined by GEOID03.
 HX3098
 HX3098;                    North         East     Units Scale Factor Converg.
 HX3098;SPC WV S     -   155,326.975   535,334.524   MT  0.99993255   -0 27 27.5
 HX3098;UTM  17      - 4,250,140.643   435,354.927   MT  0.99965146   -0 27 35.4
 HX3098
 HX3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3098!SPC WV S     -   0.99996288  x   0.99993255  =   0.99989543
 HX3098!UTM  17      -   0.99996288  x   0.99965146  =   0.99961435
 HX3098
 HX3098                          SUPERSEDED SURVEY CONTROL
 HX3098
 HX3098  NAD 83(1995)-  38 23 49.74983(N)    081 44 25.10130(W) AD(       ) 2
 HX3098  NAD 83(1986)-  38 23 49.75139(N)    081 44 25.10213(W) AD(       ) 2
 HX3098  NAD 27      -  38 23 49.41400(N)    081 44 25.64300(W) AD(       ) 2
 HX3098
 HX3098.Superseded values are not recommended for survey control.
 HX3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3098.See file dsdata.txt to determine how the superseded data were derived.
 HX3098
 HX3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3535550141(NAD 83)
 HX3098_MARKER: DZ = AZIMUTH MARK DISK
 HX3098_SETTING: 0 = UNSPECIFIED SETTING
 HX3098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX3098
 HX3098  HISTORY     - Date     Condition        Report By
 HX3098  HISTORY     - 1944     MONUMENTED       CGS
 HX3098
 HX3098                          STATION DESCRIPTION
 HX3098
 HX3098'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 HX3098'AZIMUTH MARK IS ON THE S SIDE OF THE HIGHWAY.  IT IS 21 FEET
 HX3098'S OF THE CENTER
 HX3098'LINE OF THE HIGHWAY, 2.4 FEET S OF A GUARDRAIL,
 HX3098'8 FEET N OF THE FENCE, AND 4.4
 HX3098'FEET E OF A WITNESS POST.  IT IS
 HX3098'STAMPED HOLLOW 1944.
 HX3098'
 HX3098'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 21
 HX3098'AND 35 IN WEST
 HX3098'CHARLESTON, GO W ON HIGHWAY 35 FOR 2.55 MILES TO
 HX3098'JUNCTION WITH STATE HIGHWAY 25,
 HX3098'CONTINUE ON HIGHWAY 35 FOR 1.75
 HX3098'MILES TO ROCKY FORK ROAD RIGHT, CONTINUE ON
 HX3098'HIGHWAY 35 FOR 1.15
 HX3098'MILES TO THE TOP OF THE RIDGE AND A DIRT ROAD SHARP LEFT.
 HX3098'CONTINUE
 HX3098'STRAIGHT AHEAD 0.1 MILE TO STATION HOLLOW ON THE RIGHT.  CONTINUE
 HX3098'STRAIGHT AHEAD FOR 0.2 MILE
 HX3098'TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2858 ***********************************************************************
 HX2858  DESIGNATION -  HOLLY
 HX2858  PID         -  HX2858
 HX2858  STATE/COUNTY-  WV/WEBSTER
 HX2858  USGS QUAD   -  GOSHEN (1987)
 HX2858
 HX2858                         *CURRENT SURVEY CONTROL
 HX2858  ___________________________________________________________________
 HX2858* NAD 83(1995)-  38 39 31.17386(N)    080 18 57.58017(W)     ADJUSTED  
 HX2858* NAVD 88     -       842.1    (meters)    2763.     (feet)  VERTCON   
 HX2858  ___________________________________________________________________
 HX2858  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 HX2858  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 HX2858
 HX2858  HORZ ORDER  -  THIRD
 HX2858
 HX2858.The horizontal coordinates were established by classical geodetic methods
 HX2858.and adjusted by the National Geodetic Survey in April 1998..
 HX2858
 HX2858.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2858
 HX2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2858
 HX2858.The geoid height was determined by GEOID03.
 HX2858
 HX2858;                    North         East     Units Scale Factor Converg.
 HX2858;SPC WV S     -   184,315.917   659,533.645   MT  0.99995986   +0 25 22.3
 HX2858;UTM  17      - 4,279,120.676   559,513.075   MT  0.99964361   +0 25 38.3
 HX2858
 HX2858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2858!SPC WV S     -   0.99987277  x   0.99995986  =   0.99983264
 HX2858!UTM  17      -   0.99987277  x   0.99964361  =   0.99951643
 HX2858
 HX2858:                Primary Azimuth Mark                     Grid Az
 HX2858:SPC WV S     -  DEGARMO                                  038 17 35.1
 HX2858:UTM  17      -  DEGARMO                                  038 17 19.1
 HX2858
 HX2858|---------------------------------------------------------------------|
 HX2858| PID    Reference Object                     Distance      Geod. Az  |
 HX2858|                                                           dddmmss.s |
 HX2858| HX2859 DEGARMO                             APPROX. 4.9 KM 0384257.4 |
 HX2858| DC3594 HOLLY RM 1                           20.800 METERS 12241     |
 HX2858| DC3595 HOLLY RM 2                           18.660 METERS 22947     |
 HX2858|---------------------------------------------------------------------|
 HX2858
 HX2858                          SUPERSEDED SURVEY CONTROL
 HX2858
 HX2858  NAD 83(1986)-  38 39 31.17938(N)    080 18 57.59186(W) AD(       ) 3
 HX2858  NAD 27      -  38 39 30.79580(N)    080 18 58.31010(W) AD(       ) 3
 HX2858  NGVD 29 (07/19/86)  842.3    (m)         2763.     (f) VERT ANG       
 HX2858
 HX2858.Superseded values are not recommended for survey control.
 HX2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2858.See file dsdata.txt to determine how the superseded data were derived.
 HX2858
 HX2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC5951379121(NAD 83)
 HX2858_MARKER: DS = TRIANGULATION STATION DISK
 HX2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2858
 HX2858  HISTORY     - Date     Condition        Report By
 HX2858  HISTORY     - 1956     MONUMENTED       CGS
 HX2858
 HX2858                          STATION DESCRIPTION
 HX2858
 HX2858'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX2858'STATION IS LOCATED IN THE HOLLY RIVER STATE PARK, ABOUT 3-1/2 MILES
 HX2858'NORTHEAST OF THE VILLAGE OF
 HX2858'HACKER VALLEY, ABOUT 6 MILES WEST OF THE VILLAGE OF PICKENS AND AT
 HX2858'THE SIGHT OF PICKENS FIRE TOWER.
 HX2858'STATION IS 22-1/2 FEET SOUTHEAST OF NORTHEAST LEG OF FIRE TOWER,
 HX2858'20 FEET SOUTH OF APPROXIMATE CENTERLINE OF
 HX2858'ROAD, AND 4-1/2 FEET EAST OF WITNESS POST.  THE
 HX2858'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HOLLY 1956.
 HX2858'
 HX2858'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF APPROXIMATE CENTERLINE OF
 HX2858'ROAD.  THE MARK PROJECTS 4
 HX2858'INCHES AND THE DISK IS STAMPED HOLLY NO 1 1956.
 HX2858'
 HX2858'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF SOUTHWEST LEG OF FIRE TOWER.
 HX2858'THE MARK PROJECTS 4 INCHES
 HX2858'AND THE DISK IS STAMPED HOLLY NO 2 1956.
 HX2858'
 HX2858'TO REACH FROM BRIDGE OVER HOLLY RIVER AT THE VILLAGE OF HACKER
 HX2858'VALLEY, GO NORTH ON STATE
 HX2858'HIGHWAY NO. 20 FOR 1.5 MILE TO ENTRANCE AT HOLLY RIVER STATE PARK.
 HX2858'TURN RIGHT AND GO NORTHEAST AND
 HX2858'EASTERLY ON MACADAM ROAD FOR 1.2 MILES TO GAME REPORTING STATION ON
 HX2858'RIGHT AND GRAVEL ROAD LEFT AT SIGN FIRE
 HX2858'TOWER PICKENS.  TURN LEFT ON GRAVEL ROAD AND
 HX2858'GO 3.3 MILES TO FORKS.  TAKE RIGHT FORK AND GO 0.15 MILE
 HX2858'TO GAME AND FIRE REPORTING STATION ON
 HX2858'LEFT AT FORKS.  TAKE RIGHT FORK AND GO 1.0 MILE TO REVERSED FORKS.
 HX2858'TURN SHARP RIGHT AND GO 0.25
 HX2858'MILE TO PICKENS FIRE TOWER AND STATION AS DESCRIBED.
 HX2858'
 HX2858'DUE TO HEAVY GROWTH OF TIMBER, NO AZIMUTH MARK WAS ESTABLISHED.
 HX2858'
 HX2858'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3041 ***********************************************************************
 HX3041  DESIGNATION -  HOLMES RESET
 HX3041  PID         -  HX3041
 HX3041  STATE/COUNTY-  WV/KANAWHA
 HX3041  USGS QUAD   -  BIG CHIMNEY (1976)
 HX3041
 HX3041                         *CURRENT SURVEY CONTROL
 HX3041  ___________________________________________________________________
 HX3041* NAD 83(1995)-  38 25 40.92695(N)    081 35 34.17794(W)     ADJUSTED  
 HX3041* NAVD 88     -       406.1    (meters)    1332.     (feet)  VERTCON   
 HX3041  ___________________________________________________________________
 HX3041  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 HX3041  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HX3041
 HX3041  HORZ ORDER  -  FIRST
 HX3041
 HX3041.The horizontal coordinates were established by classical geodetic methods
 HX3041.and adjusted by the National Geodetic Survey in April 1998..
 HX3041
 HX3041.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3041
 HX3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3041
 HX3041.The geoid height was determined by GEOID03.
 HX3041
 HX3041;                    North         East     Units Scale Factor Converg.
 HX3041;SPC WV S     -   158,662.317   548,238.364   MT  0.99993469   -0 21 59.3
 HX3041;UTM  17      - 4,253,474.542   448,255.124   MT  0.99963297   -0 22 06.5
 HX3041
 HX3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3041!SPC WV S     -   0.99994148  x   0.99993469  =   0.99987618
 HX3041!UTM  17      -   0.99994148  x   0.99963297  =   0.99957447
 HX3041
 HX3041|---------------------------------------------------------------------|
 HX3041| PID    Reference Object                     Distance      Geod. Az  |
 HX3041|                                                           dddmmss.s |
 HX3041| DC3597 HOLMES RM 1                          15.670 METERS 04312     |
 HX3041| DC3596 HOLMES AZ MK                                       2084300.4 |
 HX3041| DC3598 HOLMES RM 2                          16.641 METERS 24634     |
 HX3041|---------------------------------------------------------------------|
 HX3041
 HX3041                          SUPERSEDED SURVEY CONTROL
 HX3041
 HX3041  NAD 83(1995)-  38 25 40.93403(N)    081 35 34.18431(W) AD(       ) 1
 HX3041  NAD 83(1986)-  38 25 40.93492(N)    081 35 34.18445(W) AD(       ) 1
 HX3041  NAD 27      -  38 25 40.59000(N)    081 35 34.73700(W) AD(       ) 1
 HX3041  NGVD 29 (07/19/86)  406.3    (m)         1333.     (f) VERT ANG       
 HX3041
 HX3041.Superseded values are not recommended for survey control.
 HX3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3041.See file dsdata.txt to determine how the superseded data were derived.
 HX3041
 HX3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4825553475(NAD 83)
 HX3041_MARKER: X = CHISELED CROSS
 HX3041_SETTING: 0 = UNSPECIFIED SETTING
 HX3041
 HX3041  HISTORY     - Date     Condition        Report By
 HX3041  HISTORY     - 1881     MONUMENTED       CGS
 HX3041  HISTORY     - 1934     GOOD             CGS
 HX3041  HISTORY     - 1939     GOOD             CGS
 HX3041  HISTORY     - 1944     SEE DESCRIPTION  CGS
 HX3041
 HX3041                          STATION DESCRIPTION
 HX3041
 HX3041'DESCRIBED BY COAST AND GEODETIC SURVEY 1881 (ATM)
 HX3041'ABOUT 8-1/2 MILES BY ROAD FROM CHARLESTON, ON TOP OF A HILL OF THE
 HX3041'RIDGE FORMING THE DIVIDE
 HX3041'BETWEEN COOPERS CREEK WHICH FLOWS INTO ELK RIVER AND
 HX3041'TWO MILE CREEK WHICH FLOWS
 HX3041'INTO THE KANAWHA RIVER.  THE STATION
 HX3041'IS ON LAND BELONGING TO S.W. GIBSON, NEAR THE
 HX3041'PROPERTY LINE OF
 HX3041'MARSHALL P. HOLMES AND MASON GUTHRIE.  HOLMES HOUSE IS ABOUT
 HX3041'1/2 MILE SW
 HX3041'OF THE STATION, AT THE HEAD OF THE LEFT FORK OF TWO
 HX3041'MILE CREEK.
 HX3041'
 HX3041'THE STATION IS MARKED BY A CROSS IN THE TOP OF A STONE POST
 HX3041'6 INCHES SQUARE
 HX3041'AND 30 INCHES LONG INSCRIBED WITH THE LETTERS
 HX3041'U.S.C. AND G.S.  IT IS ALSO MARKED
 HX3041'BY A BOTTLE SET IN CEMENT ABOUT
 HX3041'2-1/2 FEET BELOW THE GROUND.
 HX3041'
 HX3041'THERE ARE FOUR REFERENCE MARKS NEAR THE STATION AT THE FOLLOWING
 HX3041'DISTANCES AND
 HX3041'DIRECTION- 2.12 METERS N, 2.12 METERS E,
 HX3041'2.01 METERS S, AND 2.04 METERS
 HX3041'W, RESPECTIVELY.  THESE FOUR REFERENCE
 HX3041'MARKS ARE STONE POSTS 6 INCHES SQUARE AND 30
 HX3041'INCHES LONG.
 HX3041'THE TOP OF EACH OF THE REFERENCE POSTS IS MARKED WITH A
 HX3041'DIAGONAL
 HX3041'CROSS WITH AN ARROWHEAD AT THE END OF ONE DIAGONAL POINTING
 HX3041'TOWARD THE
 HX3041'STATION.
 HX3041
 HX3041                          STATION RECOVERY (1934)
 HX3041
 HX3041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JSB)
 HX3041'STATION MARK AND FOUR REFERENCE STONES RECOVERED
 HX3041'AS DESCRIBED.
 HX3041'STATION SURFACE STONE PROJECTS ABOUT 4 INCHES.
 HX3041'THE STONE E OF STATION PROJECTS
 HX3041'ABOUT 4 INCHES.  STONE W
 HX3041'OF STATION PROJECTS ABOUT 6 INCHES.  STONE N OF
 HX3041'STATION IS ABOUT
 HX3041'2 INCHES BELOW THE SURFACE (A CORNER BROKEN OFF AND STONE TILTED
 HX3041'SLIGHTLY TO
 HX3041'SW).  STONE S OF STATION HAS CORNERS CHIPPED OFF
 HX3041'AND PROJECTS ABOUT 3 INCHES.
 HX3041'STATION MARK IS 4 FEET W OF TRIANGULAR
 HX3041'BLAZE ON A 5-INCH LOCUST TREE.  STATION IS ON
 HX3041'LAND NOW
 HX3041'OWNED BY MR. MAYERS WHO LIVES ABOUT 0.3 MILE SW OF STATION ON
 HX3041'HOLMES BRANCH.
 HX3041'BRANCH.
 HX3041'
 HX3041'STATION IS LOCATED ABOUT 8-1/2 MILES, BY ROAD, NW OF CHARLESTON
 HX3041'AND ABOUT 5.3
 HX3041'MILES E BY N OF THE GUTHRIE POST OFFICE.  AT
 HX3041'HEAD OF HOLMES BRANCH.
 HX3041'
 HX3041'REACHED BY FOLLOWING U.S. HIGHWAY 21 W AND N FROM ITS JUNCTION
 HX3041'WITH U.S. HIGHWAY
 HX3041'60 IN THE W PART OF CHARLESTON FOR 2.9
 HX3041'MILES OR 0.1 MILE N OF GUTHRIE POST
 HX3041'OFFICE TO FORKS, TAKE RIGHT
 HX3041'FORK AND GO 1.2 MILES TO FORKS, TAKE RIGHT FORK AND GO
 HX3041'1.0 MILE TO
 HX3041'FORKS, TAKE LEFT FORK, GO 0.8 MILE TO ROAD FORK AT MOUTH OF
 HX3041'HOLMES BRANCH.  TAKE
 HX3041'RIGHT FORK ALONG THE BRANCH FOR 1.8 MILES
 HX3041'TO WILL MAYERS HOUSE ON N SIDE OF ROAD.
 HX3041'THENCE ALONG SLEDGE
 HX3041'ROAD TO TOP OF RIDGE AND E ALONG RIDGE ABOUT 0.3 MILE FROM
 HX3041'MAYERS
 HX3041'HOUSE TO STATION.
 HX3041
 HX3041                          STATION RECOVERY (1939)
 HX3041
 HX3041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (AAA)
 HX3041'ORIGINAL STATION FOUND AS DESCRIBED.  SLIGHTLY
 HX3041'LEANING BUT IN
 HX3041'FAIR CONDITION.  REFERENCE MARKS FOUND IN FAIR
 HX3041'CONDITION EXCEPT THE ONE ON N
 HX3041'SIDE WHICH HAD BEEN BROKEN OFF 4
 HX3041'INCHES BELOW GROUND.
 HX3041'
 HX3041'STATION IS ON LAND NOW BELONGING TO MR. WESTFALL WHO OPERATES
 HX3041'A DAIRY ON NE SIDE
 HX3041'OF HILL.  GOOD TRUCK TRAVEL MAY BE HAD TO
 HX3041'THE WESTFALL DAIRY BARN.
 HX3041
 HX3041                          STATION RECOVERY (1944)
 HX3041
 HX3041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3041'STATION IS LOCATED ABOUT 4 MILES BY ROAD NE OF
 HX3041'CHARLESTON, ON
 HX3041'PROPERTY OWNED BY MR. MAYERS AND OCCUPIED BY CHARLES
 HX3041'BOGGES.
 HX3041'
 HX3041'A BRONZE STATION DISK WAS SET IN THE TOP OF A CONCRETE POST
 HX3041'ABOUT 3 FEET
 HX3041'UNDERGROUND AFTER REMOVING THE ORIGINAL SURFACE AND
 HX3041'UNDERGROUND MARKS AND THE OLD
 HX3041'SURFACE STONE WAS PLACED DIRECTLY
 HX3041'OVER THE DISK.  IT PROJECTS ABOUT 3 INCHES AND
 HX3041'IS MARKED BY THE
 HX3041'CHISELED LETTERS USC AND GS AND CHISELED CROSS LINES TO DENOTE
 HX3041'THE CENTER.
 HX3041'SUBSURFACE DISK IS STAMPED HOLMES 1881 1944.
 HX3041'
 HX3041'TWO OF THE ORIGINAL REFERENCE STONES WERE RECOVERED 7
 HX3041'FEET E OF THE
 HX3041'STATION AND 6.7 FEET W OF THE STATION, RESPECTIVELY.
 HX3041'TWO NEW REFERENCE MARKS AND AN
 HX3041'AZIMUTH MARK WERE ESTABLISHED.
 HX3041'ESTABLISHED.
 HX3041'
 HX3041'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN AN IRON
 HX3041'PIPE WHICH
 HX3041'PROJECTS ABOUT 10 INCHES.  IT IS STAMPED HOLMES NO 1 1944.
 HX3041'1944.
 HX3041'
 HX3041'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN AN IRON
 HX3041'PIPE WHICH
 HX3041'PROJECTS ABOUT 10 INCHES.  IT IS STAMPED HOLMES NO 2 1944.
 HX3041'
 HX3041'AZIMUTH MARK IS ON THE N SLOPE OF A GRASSY HILL, ABOUT 150
 HX3041'FEET E OF A POLE
 HX3041'GATE, AND 25 FEET N OF A WITNESS POST WHICH WAS
 HX3041'PLACED IN THE FENCE.  IT IS A
 HX3041'BRONZE AZIMUTH DISK SET IN BEDROCK
 HX3041'AND IS STAMPED HOLMES 1944.
 HX3041'
 HX3041'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 35 AND
 HX3041'21 AT CHARLESTON,
 HX3041'GO N ON HIGHWAY 21 FOR 1.6 MILES TO A SURFACED
 HX3041'ROAD RIGHT (OLD HIGHWAY).  TURN
 HX3041'RIGHT AND GO 1.15 MILES TO
 HX3041'A FORK, KEEP RIGHT FORK FOR 0.7 MILE TO THE END OF
 HX3041'PAVEMENT.  CONTINUE
 HX3041'ON DIRT ROAD FOR 0.45 MILE, THEN RIGHT FORK, AFTER CROSSING
 HX3041'A STEEL BRIDGE FOR
 HX3041'1.0 MILE TO A T-ROAD RIGHT AT A BRICK HOUSE.
 HX3041'CONTINUE STRAIGHT AHEAD 0.9 MILE,
 HX3041'THEN RIGHT FORK FOR 1.55 MILES
 HX3041'TO POLE GATE ON THE RIGHT.  (THE AZIMUTH MARK IS
 HX3041'ALONG THE ROAD
 HX3041'TO THE RIGHT THROUGH THE POLE GATE ABOUT 0.35 MILE DISTANT.)
 HX3041'CONTINUE 0.1 MILE
 HX3041'TO THE END OF TRUCK TRAVEL AT THE HOME OF MR. BOGGES
 HX3041'ON THE LEFT.  FROM THE E
 HX3041'SIDE OF THIS HOUSE, PACK NE ON A SLED
 HX3041'ROAD UP A STEEP GRADE FOR 0.3 MILE TO THE
 HX3041'SUMMIT AND STATION IN
 HX3041'THE WOODS.
 HX3041'
 HX3041'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3417 ***********************************************************************
 HW3417  DESIGNATION -  HOMM
 HW3417  PID         -  HW3417
 HW3417  STATE/COUNTY-  WV/HARDY
 HW3417  USGS QUAD   -  LOST CITY (1994)
 HW3417
 HW3417                         *CURRENT SURVEY CONTROL
 HW3417  ___________________________________________________________________
 HW3417* NAD 83(1995)-  38 59 42.71859(N)    078 45 15.67592(W)     ADJUSTED  
 HW3417* NAVD 88     -       728.7    (meters)    2391.     (feet)  VERTCON   
 HW3417  ___________________________________________________________________
 HW3417  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 HW3417  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HW3417
 HW3417  HORZ ORDER  -  THIRD
 HW3417
 HW3417.The horizontal coordinates were established by classical geodetic methods
 HW3417.and adjusted by the National Geodetic Survey in April 1998..
 HW3417
 HW3417.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3417
 HW3417.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3417
 HW3417.The geoid height was determined by GEOID03.
 HW3417
 HW3417;                    North         East     Units Scale Factor Converg.
 HW3417;SPC WV N     -    55,243.833   664,596.277   MT  1.00000091   +0 28 32.0
 HW3417;SPC VA N     - 2,147,498.848 3,477,965.390   MT  0.99997007   -0 09 31.5
 HW3417;SPC VA N     - 7,045,585.80 11,410,624.78   sFT  0.99997007   -0 09 31.5
 HW3417;UTM  17      - 4,318,642.765   694,478.000   MT  1.00006574   +1 24 48.7
 HW3417
 HW3417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3417!SPC WV N     -   0.99989079  x   1.00000091  =   0.99989170
 HW3417!SPC VA N     -   0.99989079  x   0.99997007  =   0.99986086
 HW3417!UTM  17      -   0.99989079  x   1.00006574  =   0.99995652
 HW3417
 HW3417|---------------------------------------------------------------------|
 HW3417| PID    Reference Object                     Distance      Geod. Az  |
 HW3417|                                                           dddmmss.s |
 HW3417| DC3604 HOMM RM 1                            22.540 METERS 01046     |
 HW3417| HW3415 HOMMON USGS 1956                     34.734 METERS 01349     |
 HW3417| DC3605 HOMM RM 2                             8.030 METERS 08611     |
 HW3417| HW3424 AIRWAY BEACON 31                    APPROX.13.4 KM 2640517.1 |
 HW3417| DC3603 HOMM AZ MK                                         2984018.3 |
 HW3417|---------------------------------------------------------------------|
 HW3417
 HW3417                          SUPERSEDED SURVEY CONTROL
 HW3417
 HW3417  NAD 83(1995)-  38 59 42.72114(N)    078 45 15.67653(W) AD(       ) 3
 HW3417  NAD 83(1986)-  38 59 42.72254(N)    078 45 15.68019(W) AD(       ) 3
 HW3417  NAD 27      -  38 59 42.33100(N)    078 45 16.61400(W) AD(       ) 3
 HW3417  NGVD 29 (07/19/86)  728.8    (m)         2391.     (f) VERT ANG       
 HW3417
 HW3417.Superseded values are not recommended for survey control.
 HW3417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3417.See file dsdata.txt to determine how the superseded data were derived.
 HW3417
 HW3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9447818643(NAD 83)
 HW3417_MARKER: DS = TRIANGULATION STATION DISK
 HW3417_SETTING: 80 = SET IN A BOULDER
 HW3417_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3417
 HW3417  HISTORY     - Date     Condition        Report By
 HW3417  HISTORY     - 1956     MONUMENTED       CGS
 HW3417
 HW3417                          STATION DESCRIPTION
 HW3417
 HW3417'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3417'STATION IS LOCATED, AIRLINE, ABOUT 4 MILES NORTHEAST OF THE VILLAGE
 HW3417'OF LOST RIVER, 3-1/4
 HW3417'MILES SOUTH OF BAKER, 1 MILE EAST OF STATE HIGHWAY 259 AND ON THE
 HW3417'NORTHERMOST AND HIGHEST SUMMIT
 HW3417'OF HOMMON MOUNTAIN.  THE LAND IS OWNED BY S.P. HAWSE
 HW3417'AND MAURICE BELL.
 HW3417'
 HW3417'STATION IS REACHED AS FOLLOWS, FROM THE JUNCTION OF STATE HIGHWAYS
 HW3417'259 AND 55 AT BAKER, GO
 HW3417'EASTERLY ON STATE HIGHWAY 55 FOR 3.1 MILES TO A GRAVELED ROAD FORK ON
 HW3417'THE RIGHT, 0.1 MILE BEFORE
 HW3417'REACHING THE J.R. RUDY SERVICE STATION, TURN RIGHT AND GO
 HW3417'SOUTHERLY FOR 3.1 MILES TO A FORK, TAKE THE
 HW3417'LEFT FORK AND GO 0.25 MILE TO A FORK AT A
 HW3417'SIGN 3 THORN BOTTOM, TAKE THE RIGHT FORK AND GO 0.05 MILE TO A
 HW3417'FORK, TAKE THE LEFT FORK AND GO
 HW3417'0.45 MILE TO A FORK AT A GATE ON THE RIGHT, TAKE THE LEFT FORK AND GO
 HW3417'0.3 MILE TO A GATE, PASS THROUGH
 HW3417'THE GATE AND GO 0.1 MILE TO A FORK, TAKE THE RIGHT FORK
 HW3417'AND GO 0.05 MILE TO DILAPIDATED HOUSE ON THE
 HW3417'RIGHT, TURN RIGHT AROUND THE SOUTH SIDE
 HW3417'OF THE HOUSE AND GO 0.15 MILE TO A FORK, TAKE THE LEFT FORK AND
 HW3417'GO 0.5 MILE TO THE TOP OF THE
 HW3417'RIDGE, TURN RIGHT, NORTH, AND GO 0.05 MILE TO A WIRE FENCE, CROSS THE
 HW3417'FENCE LINE AND CONTINUE NORTH
 HW3417'THROUGH THE WOODS FOR 0.1 MILE TO THE STATION.
 HW3417'
 HW3417'STATION MARK, STAMPED HOMM 1956, IS A STANDARD DISK CEMENTED IN A
 HW3417'DRILL HOLE IN A BOULDER
 HW3417'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 17.0 FEET
 HW3417'NORTHEAST OF A WITNESS POST.
 HW3417'
 HW3417'REFERENCE MARK NUMBER 1, STAMPED HOMM NO 1 1956 IS A STANDARD DISK
 HW3417'CEMENTED IN A DRILL HOLE IN
 HW3417'A BOULDER 12 INCHES IN DIAMETER, FLUSH WITH THE GROUND AND ABOUT 2
 HW3417'FEET LOWER THAN THE STATION.
 HW3417'
 HW3417'REFERENCE MARK NUMBER 2, STAMPED HOMM NO 2 1956, IS A STANDARD DISK
 HW3417'CEMENTED IN A DRILL HOLE IN
 HW3417'A BOULDER 12 INCHES IN DIAMEER, PROJECTING 3 INCHES AND IS ABOUT 12
 HW3417'FEET LOWER THAN THE STATION.
 HW3417'
 HW3417'HOMMON (USGS) IS A BOULDER 10 INCHES IN DIAMETER WITH A CROSS AND THE
 HW3417'LETTERS US CHISELED ON TOP.
 HW3417'IT PROJECTS 3 INCHES AND IS AT ABOUT THE SAME ELEVATION AS THE
 HW3417'STATION.
 HW3417'
 HW3417'USC AND GS BM K60, USED FOR THE AZIMUTH MARK, IS A STANDARD DISK
 HW3417'STAMPED K60 1935.  IT IS
 HW3417'CEMENTED IN A DRILL HOLE IN A CONCRETE CULVERT HEADWALL THAT PROJECTS
 HW3417'6 INCHES.  IT IS 15.0 FEET WEST OF
 HW3417'THE CENTERLINE OF THE HIGHWAY AND IS AT THE SOUTH END OF THE
 HW3417'HEADWALL.  TO REACH THE AZIMUTH FROM THE
 HW3417'JUNCTION OF STATE HIGHWAYS 259 AND 55 AT BAKER,
 HW3417'GO SOUTHERLY ON STATE HIGHWAY 259 FOR 2.7 MILES TO A GULF
 HW3417'SERVICE STATION ON THE LEFT,
 HW3417'CONTINUE FOR 0.2 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 HW3417'
 HW3417'HEIGHT OF LIGHT ABOVE STATION MARK 14.65 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3415 ***********************************************************************
 HW3415  DESIGNATION -  HOMMON USGS 1956
 HW3415  PID         -  HW3415
 HW3415  STATE/COUNTY-  WV/HARDY
 HW3415  USGS QUAD   -  LOST CITY (1994)
 HW3415
 HW3415                         *CURRENT SURVEY CONTROL
 HW3415  ___________________________________________________________________
 HW3415* NAD 83(1995)-  38 59 43.81237(N)    078 45 15.33125(W)     ADJUSTED  
 HW3415* NAVD 88     -       728.     (meters)    2388.     (feet)  SCALED    
 HW3415  ___________________________________________________________________
 HW3415  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 HW3415  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HW3415
 HW3415  HORZ ORDER  -  SECOND
 HW3415
 HW3415.The horizontal coordinates were established by classical geodetic methods
 HW3415.and adjusted by the National Geodetic Survey in April 1998..
 HW3415
 HW3415.The orthometric height was scaled from a topographic map.
 HW3415
 HW3415.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3415
 HW3415.The geoid height was determined by GEOID03.
 HW3415
 HW3415;                    North         East     Units Scale Factor Converg.
 HW3415;SPC WV N     -    55,277.630   664,604.291   MT  1.00000085   +0 28 32.2
 HW3415;SPC VA N     - 2,147,532.553 3,477,973.778   MT  0.99997010   -0 09 31.3
 HW3415;SPC VA N     - 7,045,696.38 11,410,652.30   sFT  0.99997010   -0 09 31.3
 HW3415;UTM  17      - 4,318,676.691   694,485.460   MT  1.00006577   +1 24 48.9
 HW3415
 HW3415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3415!SPC WV N     -   0.99989091  x   1.00000085  =   0.99989176
 HW3415!SPC VA N     -   0.99989091  x   0.99997010  =   0.99986101
 HW3415!UTM  17      -   0.99989091  x   1.00006577  =   0.99995667
 HW3415
 HW3415                          SUPERSEDED SURVEY CONTROL
 HW3415
 HW3415  NAD 83(1995)-  38 59 43.81491(N)    078 45 15.33186(W) AD(       ) 2
 HW3415  NAD 83(1986)-  38 59 43.81631(N)    078 45 15.33552(W) AD(       ) 2
 HW3415  NAD 27      -  38 59 43.42480(N)    078 45 16.26940(W) AD(       ) 2
 HW3415
 HW3415.Superseded values are not recommended for survey control.
 HW3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3415.See file dsdata.txt to determine how the superseded data were derived.
 HW3415
 HW3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9448518677(NAD 83)
 HW3415_MARKER: X = CHISELED CROSS
 HW3415_SETTING: 80 = SET IN A BOULDER
 HW3415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3415+STABILITY: SURFACE MOTION
 HW3415
 HW3415  HISTORY     - Date     Condition        Report By
 HW3415  HISTORY     - 1956     MONUMENTED       USGS
 HW3415
 HW3415                          STATION DESCRIPTION
 HW3415
 HW3415'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WRH)
 HW3415'THE STATION IS LOCATED ABOUT 4 MILES AIRLINE NORTHEAST OF
 HW3415'THE VILLAGE OF
 HW3415'LOST RIVER, 3-1/4 MILE AIRLINE SOUTH OF BAKER, 1 MILE EAST OF STATE
 HW3415'HIGHWAY 259, ON THE HIGHEST SUMMIT OF HAMMON MOUNTAIN.
 HW3415'
 HW3415'THE STATION IS A BOULDER ABOUT 10 INCHES IN DIAMETER, PROJECTING
 HW3415'ABOUT 3 INCHES WITH A CROSS
 HW3415'AND THE LETTERS US CHISELED ON TOP.  IT IS 113.958 FEET, (34.734)
 HW3415'METERS NORTH NORTHEAST OF
 HW3415'TRIANGULATION STATION HOMM.
 HW3415'
 HW3415'STATION HOMM IS REACHED AS FOLLOWS, FROM THE JUNCTION OF STATE
 HW3415'HIGHWAYS 259 AND 55 AT BAKER, GO
 HW3415'EASTERLY ON STATE HIGHWAY 55 FOR 3.1 MILES TO A GRAVELED ROAD FORK ON
 HW3415'THE RIGHT, 0.1 MILE BEFORE
 HW3415'REACHING THE J.R. RUDY SERVICE STATION, TURN RIGHT AND GO
 HW3415'SOUTHERLY FOR 3.1 MILES TO A FORK, TAKE THE
 HW3415'LEFT FORK AND GO 0.25 MILE TO A FORK AT A
 HW3415'SIGN 3 THORN BOTTOM, TAKE THE RIGHT FORK AND GO 0.05 MILE TO A
 HW3415'FORK, TAKE THE LEFT FORK AND GO
 HW3415'0.45 MILE TO A FORK AT A GATE ON THE RIGHT, TAKE THE LEFT FORK AND GO
 HW3415'0.3 MILE TO A GATE, PASS THROUGH
 HW3415'THE GATE AND GO 0.1 MILE TO A FORK, TAKE THE RIGHT FORK
 HW3415'AND GO 0.05 MILE TO DILAPIDATED HOUSE ON THE
 HW3415'RIGHT, TURN RIGHT AROUND THE SOUTH SIDE
 HW3415'OF THE HOUSE AND GO 0.15 MILE TO A FORK, TAKE THE LEFT FORK AND
 HW3415'GO 0.5 MILE TO THE TOP OF THE
 HW3415'RIDGE, TURN RIGHT, NORTH, AND GO 0.05 MILE TO A WIRE FENCE, CROSS THE
 HW3415'FENCE LINE AND CONTINUE NORTH
 HW3415'THROUGH THE WOODS FOR 0.1 MILE TO STATION HOMM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2988 ***********************************************************************
 HX2988  DESIGNATION -  HORSE
 HX2988  PID         -  HX2988
 HX2988  STATE/COUNTY-  WV/WIRT
 HX2988  USGS QUAD   -  BURNING SPRINGS (1976)
 HX2988
 HX2988                         *CURRENT SURVEY CONTROL
 HX2988  ___________________________________________________________________
 HX2988* NAD 83(1995)-  38 55 27.56704(N)    081 21 50.34744(W)     ADJUSTED  
 HX2988* NAVD 88     -       348.     (meters)    1142.     (feet)  SCALED    
 HX2988  ___________________________________________________________________
 HX2988  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 HX2988  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HX2988
 HX2988  HORZ ORDER  -  SECOND
 HX2988
 HX2988.The horizontal coordinates were established by classical geodetic methods
 HX2988.and adjusted by the National Geodetic Survey in April 1998..
 HX2988
 HX2988.The orthometric height was scaled from a topographic map.
 HX2988
 HX2988.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2988
 HX2988.The geoid height was determined by GEOID03.
 HX2988
 HX2988;                    North         East     Units Scale Factor Converg.
 HX2988;SPC WV N     -    48,784.360   438,366.934   MT  1.00001517   -1 11 19.7
 HX2988;SPC WV S     -   213,649.549   568,435.491   MT  1.00000899   -0 13 30.1
 HX2988;UTM  17      - 4,308,441.778   468,448.275   MT  0.99961226   -0 13 43.3
 HX2988
 HX2988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2988!SPC WV N     -   0.99995072  x   1.00001517  =   0.99996588
 HX2988!SPC WV S     -   0.99995072  x   1.00000899  =   0.99995971
 HX2988!UTM  17      -   0.99995072  x   0.99961226  =   0.99956299
 HX2988
 HX2988:                Primary Azimuth Mark                     Grid Az
 HX2988:SPC WV N     -  HORSE AZ MK                              030 59 13.2
 HX2988:SPC WV S     -  HORSE AZ MK                              030 01 23.6
 HX2988:UTM  17      -  HORSE AZ MK                              030 01 36.8
 HX2988
 HX2988|---------------------------------------------------------------------|
 HX2988| PID    Reference Object                     Distance      Geod. Az  |
 HX2988|                                                           dddmmss.s |
 HX2988| DC3606 HORSE AZ MK                                        0294753.5 |
 HX2988| DC3608 HORSE RM 2                                         26543     |
 HX2988| DC3607 HORSE RM 1                                         32100     |
 HX2988|---------------------------------------------------------------------|
 HX2988
 HX2988                          SUPERSEDED SURVEY CONTROL
 HX2988
 HX2988  NAD 83(1986)-  38 55 27.57252(N)    081 21 50.35394(W) AD(       ) 2
 HX2988  NAD 27      -  38 55 27.27200(N)    081 21 50.92300(W) AD(       ) 2
 HX2988
 HX2988.Superseded values are not recommended for survey control.
 HX2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2988.See file dsdata.txt to determine how the superseded data were derived.
 HX2988
 HX2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6844808442(NAD 83)
 HX2988_MARKER: DS = TRIANGULATION STATION DISK
 HX2988_SETTING: 0 = UNSPECIFIED SETTING
 HX2988
 HX2988  HISTORY     - Date     Condition        Report By
 HX2988  HISTORY     - 1944     MONUMENTED       CGS
 HX2988
 HX2988                          STATION DESCRIPTION
 HX2988
 HX2988'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2988'STATION IS LOCATED ON A BARE KNOB JUST WEST OF HORSE RUN, ABOUT 4
 HX2988'MILES NE OF REEDY, 2 MILES SE OF
 HX2988'LUCILE, AND ON LAND OWNED BY MR. H.B. HERSMAN.  IT
 HX2988'IS 175 FEET E OF THE CENTER
 HX2988'LINE OF A DIRT ROAD.  THE DISK IS
 HX2988'STAMPED HORSE 1944.
 HX2988'
 HX2988'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 HX2988'BRONZE DISKS SET IN CONCRETE.
 HX2988'
 HX2988'REFERENCE MARK 1 IS 14 FEET W OF THE CENTER LINE OF ROAD.
 HX2988'IT IS STAMPED
 HX2988'HORSE NO 1 1944.
 HX2988'
 HX2988'REFERENCE MARK 2 IS 12 FEET W OF THE CENTER LINE OF ROAD
 HX2988'IT IS STAMPED
 HX2988'HORSE NO 2 1944.
 HX2988'
 HX2988'AZIMUTH MARK IS 24 FEET SE OF THE ROAD, 2.2 FEET S OF A
 HX2988'WITNESS POST, AND
 HX2988'ON THE S SIDE OF A DRIVEWAY LEADING TO A SMALL
 HX2988'BROWN HOUSE.  IT IS STAMPED HORSE 1944.
 HX2988'
 HX2988'TO REACH THE STATION FROM REEDY, GO N ON STATE HIGHWAY 14
 HX2988'FOR 3.65 MILES TO
 HX2988'THE REEDY CREEK BRIDGE, CROSS BRIDGE AND TURN
 HX2988'RIGHT ON A STONE ROAD AND GO 2.3
 HX2988'MILES TO CROSSROADS AND THE
 HX2988'HERSMAN HOUSE ON THE NE CORNER.  CONTINUE STRAIGHT
 HX2988'AHEAD FOR
 HX2988'0.25 MILE TO THE REFERENCE MARKS ON THE LEFT AND STATION ABOUT
 HX2988'50 YARDS TO THE
 HX2988'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO
 HX2988'A DRIVEWAY LEADING TO A BROWN
 HX2988'HOUSE AND THE AZIMUTH MARK AT THE  ENTRANCE.
 HX2988'
 HX2988'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3477 ***********************************************************************
 HW3477  DESIGNATION -  HORSECAMP
 HW3477  PID         -  HW3477
 HW3477  STATE/COUNTY-  WV/PENDLETON
 HW3477  USGS QUAD   -  LANEVILLE (1995)
 HW3477
 HW3477                         *CURRENT SURVEY CONTROL
 HW3477  ___________________________________________________________________
 HW3477* NAD 83(1995)-  38 53 30.42719(N)    079 29 52.63902(W)     ADJUSTED  
 HW3477* NAVD 88     -      1103.9    (meters)    3622.     (feet)  VERTCON   
 HW3477  ___________________________________________________________________
 HW3477  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 HW3477  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HW3477
 HW3477  HORZ ORDER  -  THIRD
 HW3477
 HW3477.The horizontal coordinates were established by classical geodetic methods
 HW3477.and adjusted by the National Geodetic Survey in April 1998..
 HW3477
 HW3477.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3477
 HW3477.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3477
 HW3477.The geoid height was determined by GEOID03.
 HW3477
 HW3477;                    North         East     Units Scale Factor Converg.
 HW3477;SPC WV S     -   211,031.233   730,309.230   MT  1.00000181   +0 55 42.8
 HW3477;UTM  17      - 4,305,840.189   630,265.765   MT  0.99980896   +0 56 35.5
 HW3477
 HW3477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3477!SPC WV S     -   0.99983165  x   1.00000181  =   0.99983346
 HW3477!UTM  17      -   0.99983165  x   0.99980896  =   0.99964064
 HW3477
 HW3477:                Primary Azimuth Mark                     Grid Az
 HW3477:SPC WV S     -  HORSECAMP AZ MK                          137 52 51.1
 HW3477:UTM  17      -  HORSECAMP AZ MK                          137 51 58.4
 HW3477
 HW3477|---------------------------------------------------------------------|
 HW3477| PID    Reference Object                     Distance      Geod. Az  |
 HW3477|                                                           dddmmss.s |
 HW3477| DC3609 HORSECAMP AZ MK                                    1384833.9 |
 HW3477| DC3610 HORSECAMP RM 1                       11.103 METERS 19430     |
 HW3477| DC3611 HORSECAMP RM 2                       12.835 METERS 27604     |
 HW3477|---------------------------------------------------------------------|
 HW3477
 HW3477                          SUPERSEDED SURVEY CONTROL
 HW3477
 HW3477  NAD 83(1995)-  38 53 30.43263(N)    079 29 52.65083(W) AD(       ) 3
 HW3477  NAD 83(1986)-  38 53 30.43387(N)    079 29 52.65103(W) AD(       ) 3
 HW3477  NAD 27      -  38 53 30.03560(N)    079 29 53.46800(W) AD(       ) 3
 HW3477  NGVD 29 (07/19/86) 1104.0    (m)         3622.     (f) VERT ANG       
 HW3477
 HW3477.Superseded values are not recommended for survey control.
 HW3477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3477.See file dsdata.txt to determine how the superseded data were derived.
 HW3477
 HW3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD3026605840(NAD 83)
 HW3477_MARKER: DS = TRIANGULATION STATION DISK
 HW3477_SETTING: 0 = UNSPECIFIED SETTING
 HW3477
 HW3477  HISTORY     - Date     Condition        Report By
 HW3477  HISTORY     - 1956     MONUMENTED       CGS
 HW3477
 HW3477                          STATION DESCRIPTION
 HW3477
 HW3477'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3477'THE STATION IS LOCATED AIRLINE, ABOUT 3-1/2 MILES NORTHWEST OF JOB, 2
 HW3477'1/2 MILES SOUTHEAST OF
 HW3477'HARMAN, 1 MILE EAST OF THE SUMMIT OF BRIERPATCH MOUNTAIN AND NEAR THE
 HW3477'PENDLETON-RANDOLPH COUNTY LINE.
 HW3477'IT IS ON THE EAST SLOPE AND ON THE THIRD SHOULDER
 HW3477'DOWN FROM THE SUMMIT OF BRIERPATCH MOUNTAIN.
 HW3477'
 HW3477'THE STATION IS A STANDARD DISK STAMPED HORSECAMP 1956 BRAZED TO THE
 HW3477'TOP OF A 1-1/2 INCH
 HW3477'GALVINIZED PIPE WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 88
 HW3477'FEET EAST OF A 3-FORKED BEECHNUT
 HW3477'TREE, 5.5 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 5 FEET
 HW3477'SOUTH OF A WHITE WITNESS POST.
 HW3477'
 HW3477'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED HORSECAMP NO 1
 HW3477'1956 BRAZED TO THE TOP OF
 HW3477'A 1-1/2 INCH GALVINIZED PIPE WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 HW3477'IT IS ABOUT 2 FEET LOWER THAN TH STATION.
 HW3477'
 HW3477'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED HORSECAMP NO 2
 HW3477'1956 BRAZED TO THE TOP OF
 HW3477'A 1-1/2 INCH GALVINIZED PIPE WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 HW3477'IT IS 50 FEET EAST OF A 3-FORKED
 HW3477'BEECHNUT TREE, SET IN AN EAST-WEST FENCE LINE AND ABOUT
 HW3477'THE SAME ELEVATION AS THE STATION.
 HW3477'
 HW3477'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HORSECAMP 1956 SET IN A
 HW3477'DRILL HOLE IN THE TOP OF A
 HW3477'3 BY 4 FOOT BOULDER WHICH PROJECTS 2.5 FEET ABOVE THE GROUND.  IT IS
 HW3477'42 FEET NORTH OF THE NORTH SIDE OF
 HW3477'A BARN, 22 FEET WEST OF A NORTH-SOUTH FENCE LINE
 HW3477'AND 6 FEET EAST OF THE CENTER LINE OF A TRACK ROAD.
 HW3477'
 HW3477'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND U.S.
 HW3477'HIGHWAY 33 AT HARMAN, GO
 HW3477'SOUTHEASTERLY ON U.S. HIGHWAY 33 FOR 2.9 MILES TO A GRAVELED ROAD
 HW3477'FORK ON THE RIGHT, AT THE COOPERS AND
 HW3477'HUFFMEN MAIL BOX.  TURN RIGHT AND GO SOUTHERLY ON THE GRAVELED
 HW3477'ROAD FOR 0.6 MILE TO A ROAD FORK, TAKE THE
 HW3477'LEFT FORK, STRAIGHT AHEAD, FOR 0.1 MILE TO
 HW3477'A DIM ROAD FORK ON THE RIGHT.  TAKE THE RIGHT FORK AND GO
 HW3477'SOUTHERLY ON A NARROW TRACK FOR
 HW3477'0.35 MILE TO A FENCE CORNER AND TWO GATES, ONE IN AN EAST-WEST FENCE
 HW3477'LINE AND ONE IN A NORTH-SOUTH
 HW3477'FENCE LINE.  (TO REACH THE AZIMUTH MARK, PASS THROUGH THE GATE IN THE
 HW3477'EAST-WEST FENCE LINE AND GO
 HW3477'SOUTHERLY ON A TRACK ROAD FOR 0.2 MILE TO A LARGE BOULDER
 HW3477'AND THE AZIMUTH MARK, JUST NORTH OF A SMALL
 HW3477'BARN.) A SMALL 4-WHEEL DRIVE JEEP IS NEEDED
 HW3477'TO REACH THE STATION FROM THIS POINT.  PASS THROUGH THE GATE
 HW3477'IN THE NORTH-SOUTH FENCE LINE AND
 HW3477'GO WESTERLY ALONG THE NORTH SIDE OF A FENCE, UP A STEEP SLOPE FOR
 HW3477'0.15 MILE TO A SHOULDER LEADING
 HW3477'NORTH TO THE TOP OF A HIGH KNOLL.  TURN RIGHT AND GO NORTHERLY
 HW3477'FOR 0.25 MILE TO THE TOP OF THE HIGH
 HW3477'KNOLL AND A FENCE CORNER.  TURN LEFT AND GO
 HW3477'WESTERLY ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE
 HW3477'LINE FOR 0.15 MILE TO A WHITE
 HW3477'WITNESS POST AND THE STATION.
 HW3477'
 HW3477'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2014 ***********************************************************************
 JX2014  DESIGNATION -  HOSKINS
 JX2014  PID         -  JX2014
 JX2014  STATE/COUNTY-  WV/WETZEL
 JX2014  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2014
 JX2014                         *CURRENT SURVEY CONTROL
 JX2014  ___________________________________________________________________
 JX2014* NAD 83(1995)-  39 37 52.15192(N)    080 51 33.64241(W)     ADJUSTED  
 JX2014* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 JX2014  ___________________________________________________________________
 JX2014  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 JX2014  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX2014
 JX2014  HORZ ORDER  -  THIRD
 JX2014
 JX2014.The horizontal coordinates were established by classical geodetic methods
 JX2014.and adjusted by the National Geodetic Survey in April 1998..
 JX2014
 JX2014.The orthometric height was scaled from a topographic map.
 JX2014
 JX2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2014
 JX2014.The geoid height was determined by GEOID03.
 JX2014
 JX2014;                    North         East     Units Scale Factor Converg.
 JX2014;SPC WV N     -   126,460.343   483,309.499   MT  0.99994075   -0 52 01.0
 JX2014;SPC OH S     -   182,360.355   740,837.272   MT  0.99994516   +1 02 27.7
 JX2014;UTM  17      - 4,386,829.600   512,070.610   MT  0.99960179   +0 05 23.0
 JX2014
 JX2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2014!SPC WV N     -   0.99996607  x   0.99994075  =   0.99990682
 JX2014!SPC OH S     -   0.99996607  x   0.99994516  =   0.99991123
 JX2014!UTM  17      -   0.99996607  x   0.99960179  =   0.99956787
 JX2014
 JX2014:                Primary Azimuth Mark                     Grid Az
 JX2014:SPC WV N     -  NEW MARTINSVILLE VIK GLASS TK            001 05 20.0
 JX2014:SPC OH S     -  NEW MARTINSVILLE VIK GLASS TK            359 10 51.3
 JX2014:UTM  17      -  NEW MARTINSVILLE VIK GLASS TK            000 07 56.0
 JX2014
 JX2014|---------------------------------------------------------------------|
 JX2014| PID    Reference Object                     Distance      Geod. Az  |
 JX2014|                                                           dddmmss.s |
 JX2014| JX2016 NEW MARTINSVILLE VIK GLASS TK       APPROX. 2.3 KM 0001319.0 |
 JX2014| JX2012 NEW MARTINSVILLE RAD WETZ TWR       APPROX. 3.0 KM 0002301.4 |
 JX2014| JX1688 MARTINSVILLE                        APPROX. 3.1 KM 0014422.9 |
 JX2014| CX4709 HOSKINS RM 2                          7.899 METERS 03928     |
 JX2014| CX4708 HOSKINS RM 1                          5.632 METERS 30539     |
 JX2014| JX2004 NEW MARTINSVILLE CTHSE TWR          APPROX. 1.2 KM 3305428.1 |
 JX2014|---------------------------------------------------------------------|
 JX2014
 JX2014                          SUPERSEDED SURVEY CONTROL
 JX2014
 JX2014  NAD 83(1986)-  39 37 52.15864(N)    080 51 33.65037(W) AD(       ) 3
 JX2014  NAD 27      -  39 37 51.87580(N)    080 51 34.28680(W) AD(       ) 3
 JX2014
 JX2014.Superseded values are not recommended for survey control.
 JX2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2014.See file dsdata.txt to determine how the superseded data were derived.
 JX2014
 JX2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1207186830(NAD 83)
 JX2014_MARKER: DS = TRIANGULATION STATION DISK
 JX2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2014_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2014
 JX2014  HISTORY     - Date     Condition        Report By
 JX2014  HISTORY     - 1963     MONUMENTED       CGS
 JX2014
 JX2014                          STATION DESCRIPTION
 JX2014
 JX2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2014'THE STATION IS LOCATED ON THE WEST SLOPE OF A HILL, IN PASTURE LAND
 JX2014'JUST WEST OF THE WALKER
 JX2014'CEMETERY, ABOUT 3/4 MILE SOUTH SOUTHWEST OF DOWNTOWN NEW
 JX2014'MARTINSVILLE, 1/4 MILE SOUTH OF
 JX2014'THE BRIDGE OVER FISHING CREEK, 0.1 MILE EAST OF STATE HIGHWAY 2 AND
 JX2014'IT IS 2 FEET NORTHWEST OF A WIRE
 JX2014'FENCE AND WITNESS POST, 83 FEET NORTHEAST OF A 30 INCH
 JX2014'THORN TREE, 82 FEET SOUTHEAST OF A 24 INCH
 JX2014'LOCUST TREE ON THE PROPERTY OF MR. THEADORE
 JX2014'HOSKINS.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JX2014'HOSKINS 1963.
 JX2014'
 JX2014'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2, 7, AND 20
 JX2014'IN THE SOUTHEAST PART OF
 JX2014'NEW MARTINSVILLE GO SOUTH ON HIGHWAY 2 FOR 0.05 MILE TO BRIDGE OVER
 JX2014'FISHING CREEK.  CONTINUE SOUTH 0.15
 JX2014'MILE TO WHITEMAN HILL ROAD ON LEFT JUST AFTER CROSSING
 JX2014'A RAILROAD TRACK.  TURN LEFT AND GO EAST FOR 0.05 MILE
 JX2014'TO A T INTERSECTION.  TURN
 JX2014'RIGHT AND GO SOUTH 0.05 MILE TO A FORK, TAKE LEFT FORK UP HILL FOR
 JX2014'0.2 MILE TO A FORK TURN LEFT AND
 JX2014'GO 0.1 MILE TO A DRIVEWAY ON THE LEFT, LEADING TO THE LAST HOUSE ON
 JX2014'THE LEFT.  CONTINUE AHEAD ABOUT 30
 JX2014'FEET TO A FORK.  TAKE LEFT FORK INTO CEMETERY AND GO
 JX2014'0.05 MILE TO FLAG POLE AND ROAD RIGHT.  CONTINUE
 JX2014'AHEAD FOR ABOUT 50 FEET TO THE STATION.
 JX2014'
 JX2014'REFERENCE MARK 1 IS 64 FEET SOUTHEAST OF A 24 INCH LOCUST TREE, 83
 JX2014'FEET NORTH OF A 30 INCH THORN
 JX2014'TREE AND 18 FEET NORTHWEST OF WITNESS POST AND A WIRE FENCE.  THE
 JX2014'MONUMENT IS FLUSH AND THE DISK IS
 JX2014'STAMPED HOSKINS NO 1 1963.
 JX2014'
 JX2014'REFERENCE MARK 2 IS 25 FEET NORTH OF THE WITNESS POST, 82 FEET EAST
 JX2014'OF A 24 INCH LOCUST TREE AND
 JX2014'2 FEET NORTHWEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 JX2014'IS STAMPED HOSKINS NO 2 1963.
 JX2014'
 JX2014'STATION MARTINSVILLE OR DUFFY CAN BE USED FOR AZIMUTH.
 JX2014'
 JX2014'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9352 ***********************************************************************
 AA9352  CBN         -  This is a Cooperative Base Network Control Station.
 AA9352  PACS        -  This is a Primary Airport Control Station.
 AA9352  DESIGNATION -  HTS A
 AA9352  PID         -  AA9352
 AA9352  STATE/COUNTY-  WV/WAYNE
 AA9352  USGS QUAD   -  BURNAUGH (1989)
 AA9352
 AA9352                         *CURRENT SURVEY CONTROL
 AA9352  ___________________________________________________________________
 AA9352* NAD 83(1995)-  38 21 57.71289(N)    082 33 16.35826(W)     ADJUSTED  
 AA9352* NAVD 88     -       251.55   (meters)     825.3    (feet)  GPS OBS   
 AA9352  ___________________________________________________________________
 AA9352  EPOCH DATE  -        1995.00
 AA9352  X           -     648,881.394 (meters)                     COMP
 AA9352  Y           -  -4,965,264.789 (meters)                     COMP
 AA9352  Z           -   3,937,515.920 (meters)                     COMP
 AA9352  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AA9352  ELLIP HEIGHT-         218.50  (meters)          (09/26/01) GPS OBS
 AA9352  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AA9352
 AA9352  HORZ ORDER  -  B
 AA9352  ELLP ORDER  -  FOURTH    CLASS II
 AA9352
 AA9352.This mark is at Tri-State/milton J Ferguson Fld Airport (HTS)
 AA9352
 AA9352.The horizontal coordinates were established by GPS observations
 AA9352.and adjusted by the National Geodetic Survey in December 1995..
 AA9352.The horizontal coordinates are valid at the epoch date displayed above.
 AA9352.The epoch date for horizontal control is a decimal equivalence
 AA9352.of Year/Month/Day.
 AA9352
 AA9352.The orthometric height was determined by GPS observations and a
 AA9352.high-resolution geoid model.
 AA9352
 AA9352.GPS derived orthometric heights for airport stations designated as
 AA9352.PACS or SACS are published to 2 decimal places.  This maintains
 AA9352.centimeter relative accuracy between the PACS and SACS.  It does
 AA9352.not indicate centimeter accuracy relative to other marks which are
 AA9352.part of the NAVD 88 network.
 AA9352
 AA9352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9352
 AA9352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9352
 AA9352.The ellipsoidal height was determined by GPS observations
 AA9352.and is referenced to NAD 83.
 AA9352
 AA9352.The geoid height was determined by GEOID03.
 AA9352
 AA9352;                    North         East     Units Scale Factor Converg.
 AA9352;SPC WV S     -   152,753.812   464,157.813   MT  0.99993068   -0 57 39.6
 AA9352;UTM  17      - 4,247,571.907   364,192.504   MT  0.99982714   -0 57 54.1
 AA9352
 AA9352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9352!SPC WV S     -   0.99996572  x   0.99993068  =   0.99989640
 AA9352!UTM  17      -   0.99996572  x   0.99982714  =   0.99979286
 AA9352
 AA9352                          SUPERSEDED SURVEY CONTROL
 AA9352
 AA9352  ELLIP H (12/04/95)  218.52   (m)                       GP(1995.00) 4 1
 AA9352
 AA9352.Superseded values are not recommended for survey control.
 AA9352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9352.See file dsdata.txt to determine how the superseded data were derived.
 AA9352
 AA9352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC6419347572(NAD 83)
 AA9352_MARKER: DH = HORIZONTAL CONTROL DISK
 AA9352_SETTING: 66 = SET IN ROCK OUTCROP
 AA9352_STAMPING: HTS A 1995
 AA9352_MARK LOGO: NGS   
 AA9352_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9352+STABILITY: POSITION/ELEVATION WELL
 AA9352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9352+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 AA9352
 AA9352  HISTORY     - Date     Condition        Report By
 AA9352  HISTORY     - 1995     MONUMENTED       NGS
 AA9352  HISTORY     - 19960730 GOOD             NGS
 AA9352  HISTORY     - 20060227 GOOD             TEI
 AA9352
 AA9352                          STATION DESCRIPTION
 AA9352
 AA9352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AA9352'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST-SOUTHWEST OF
 AA9352'HUNTINGTON, 6 KM (3.70 MI) SOUTHEAST OF THE INTERSECTION OF THE WEST
 AA9352'VIRGINIA-KENTUCKY-OHIO BORDER, AT THE TRI-STATE AIRPORT, IN THE
 AA9352'SOUTHWEST QUADRANT OF THE JUNCTION OF THE PARALLEL TAXI B FOR RUNWAY
 AA9352'3-21 AND RUNWAY 12-30.  OWNERSHIP--CITY OF HUNTINGTON, 1449 AIRPORT
 AA9352'ROAD, HUNTINGTON WV 25704-9043.  AIRPORT MANAGER IS LARRY SALYERS.
 AA9352'MAINTENANCE SUPERVISOR IS ROBERT MAYNARD, PHONE 304-453-6165. CONTACT
 AA9352'ONE OF THEM ONE DAY IN ADVANCE TO ARRANGE FOR AN ESCORT TO THIS
 AA9352'STATION.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 AA9352'HIGHWAY 64 AND US HIGHWAY 52 (EXIT 1) IN CEREDO, GO SOUTH-SOUTHWEST ON
 AA9352'HIGHWAY 52 FOR 0.48 KM (0.30 MI) TO A PAVED ROAD LEFT (AIRPORT ROAD).
 AA9352'TURN LEFT, SOUTHEAST ON AIRPORT ROAD FOR 2.74 KM (1.70 MI) TO THE
 AA9352'AIRPORT TERMINAL ON THE LEFT.  BEAR RIGHT, WEST ON AIRPORT ROAD FOR
 AA9352'0.16 KM (0.10 MI) TO A PAVED ROAD LEFT BETWEEN TWO HANGARS LEADING TO
 AA9352'A GATE.  ESCORT WILL MEET YOU AT THE GATE. THE STATION IS SET IN THE
 AA9352'TOP OF A 0.5 M (1.6 FT) X 0.2 M (0.7 FT) AREA OF EXPOSED ROCK OUTCROP
 AA9352'PROJECTING 5 CM.  IT IS 79.3 M (260.2 FT) NORTH-NORTHEAST OF A
 AA9352'WINDSOCK, 62.5 M (205.1 FT) WEST OF THE CENTER OF TAXI B, 37.9 M
 AA9352'(124.3 FT) SOUTH OF THE SOUTH EDGE OF THE RUNWAY 12-30, 36.4 M (119.4
 AA9352'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE PAD FOR RUNWAY
 AA9352'SIGN 21-3, 1.3 M (4.3 FT) WEST OF A FIBERGLASS WITNESS POST AND 0.8 M
 AA9352'(2.6 FT) EAST OF A FIBERGLASS WITNESS POST.  NOTE--THIS STATION WAS
 AA9352'USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AA9352
 AA9352                          STATION RECOVERY (1996)
 AA9352
 AA9352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9352'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST-SOUTHWEST OF
 AA9352'HUNTINGTON, 6 KM (3.70 MI) SOUTHEAST OF THE INTERSECTION OF THE WEST
 AA9352'VIRGINIA-KENTUCKY-OHIO BORDER AT THE TRI-STATE AIRPORT, IN THE
 AA9352'SOUTHWEST QUADRANT OF THE JUNCTION OF THE PARALLEL TAXI (B) FOR RUNWAY
 AA9352'3-21 AND RUNWAY 12-30.  OWNERSHIP--CITY OF HUNTINGTON, 1449 AIRPORT
 AA9352'ROAD, HUNTINGTON, W.V.  25704-9043.  AIRPORT MANAGER IS LARRY SANDERS.
 AA9352'MAINTENANCE SUPERVISOR IS ROBERT MAYNARD (730 A.M.  TO 330 P.M.) .
 AA9352'PHONE 304-453-6165.  CONTACT ONE OF THEM ONE DAY IN ADVANCE TO ARRANGE
 AA9352'FOR AN ESCORT TO THIS STATION.  TO REACH FROM THE UNDERPASS AT THE
 AA9352'JUNCTION OF INTERSTATE HIGHWAY 64 AND U.S.  HIGHWAY 52 (EXIT 1) IN
 AA9352'CEREDO, GO SOUTH-SOUTHWEST ON HIGHWAY 52 FOR 0.48 KM (0.30 MI) TO A
 AA9352'PAVED ROAD LEFT (AIRPORT ROAD) .  TURN LEFT, SOUTHEAST ON AIRPORT ROAD
 AA9352'FOR 2.74 KM (1.70 MI) TO THE AIRPORT TERMINAL ON THE LEFT.  BEAR
 AA9352'RIGHT, WEST, ON AIRPORT ROAD FOR 0.16 KM (0.10 MI) TO A PAVED ROAD
 AA9352'LEFT BETWEEN TWO HANGARS LEADING TO A GATE.  ESCORT WILL MEET YOU AT
 AA9352'THE GATE.  THE STATION IS SET IN THE TOP OF A 0.5 M (1.6 FT) X 0.2 M
 AA9352'(0.7 FT) AREA OF EXPOSED ROCK OUTCROP PROJECTING 5 CM.  IT IS 79.3 M
 AA9352'(260.2 FT) NORTH-NORTHEAST OF A WINDSOCK, 62.5 M (205.1 FT) WEST OF
 AA9352'THE CENTER OF TAXI B, 37.9 M (124.3 FT) SOUTH OF THE SOUTH EDGE OF THE
 AA9352'RUNWAY 12-30, 36.4 M (119.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AA9352'THE CONCRETE PAD FOR RUNWAY SIGN 21-3, 1.3 M (4.3 FT) WEST OF A
 AA9352'FIBERGLASS WITNESS POST, AND 0.8 M (2.6 FT) EAST OF A FIBERGLASS
 AA9352'WITNESS POST.  THIS IS THE PRIMARY AIRPORT CONTROL STATION.
 AA9352
 AA9352                          STATION RECOVERY (2006)
 AA9352
 AA9352'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2006 (JTS)
 AA9352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7559 ***********************************************************************
 AC7559  SACS        -  This is a Secondary Airport Control Station.
 AC7559  DESIGNATION -  HTS C 1975
 AC7559  PID         -  AC7559
 AC7559  STATE/COUNTY-  WV/WAYNE
 AC7559  USGS QUAD   -  BURNAUGH (1989)
 AC7559
 AC7559                         *CURRENT SURVEY CONTROL
 AC7559  ___________________________________________________________________
 AC7559* NAD 83(1995)-  38 21 50.21628(N)    082 32 52.29821(W)     ADJUSTED  
 AC7559* NAVD 88     -       251.03   (meters)     823.6    (feet)  GPS OBS   
 AC7559  ___________________________________________________________________
 AC7559  X           -     649,479.124 (meters)                     COMP
 AC7559  Y           -  -4,965,330.916 (meters)                     COMP
 AC7559  Z           -   3,937,334.345 (meters)                     COMP
 AC7559  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AC7559  ELLIP HEIGHT-         217.97  (meters)          (11/29/01) GPS OBS
 AC7559  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AC7559
 AC7559  HORZ ORDER  -  FIRST
 AC7559  ELLP ORDER  -  FOURTH    CLASS II
 AC7559
 AC7559.This mark is at Tri-State/milton J Ferguson Fld Airport (HTS)
 AC7559
 AC7559.The horizontal coordinates were established by GPS observations
 AC7559.and adjusted by the National Geodetic Survey in August 1997..
 AC7559
 AC7559.The orthometric height was determined by GPS observations and a
 AC7559.high-resolution geoid model.
 AC7559
 AC7559.GPS derived orthometric heights for airport stations designated as
 AC7559.PACS or SACS are published to 2 decimal places.  This maintains
 AC7559.centimeter relative accuracy between the PACS and SACS.  It does
 AC7559.not indicate centimeter accuracy relative to other marks which are
 AC7559.part of the NAVD 88 network.
 AC7559
 AC7559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7559
 AC7559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7559
 AC7559.The ellipsoidal height was determined by GPS observations
 AC7559.and is referenced to NAD 83.
 AC7559
 AC7559.The geoid height was determined by GEOID03.
 AC7559
 AC7559;                    North         East     Units Scale Factor Converg.
 AC7559;SPC WV S     -   152,512.933   464,737.916   MT  0.99993057   -0 57 24.8
 AC7559;UTM  17      - 4,247,331.013   364,772.529   MT  0.99982520   -0 57 39.0
 AC7559
 AC7559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7559!SPC WV S     -   0.99996580  x   0.99993057  =   0.99989637
 AC7559!UTM  17      -   0.99996580  x   0.99982520  =   0.99979101
 AC7559
 AC7559                          SUPERSEDED SURVEY CONTROL
 AC7559
 AC7559  ELLIP H (08/22/97)  217.99   (m)                       GP(       ) 4 2
 AC7559
 AC7559.Superseded values are not recommended for survey control.
 AC7559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7559.See file dsdata.txt to determine how the superseded data were derived.
 AC7559
 AC7559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC6477347331(NAD 83)
 AC7559_MARKER: DD = SURVEY DISK
 AC7559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7559_STAMPING: HTS C 1975
 AC7559_MARK LOGO: NOS   
 AC7559_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7559+STABILITY: SURFACE MOTION
 AC7559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7559+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1996
 AC7559
 AC7559  HISTORY     - Date     Condition        Report By
 AC7559  HISTORY     - 1975     MONUMENTED       NOS
 AC7559  HISTORY     - 19940630 GOOD             NGS
 AC7559  HISTORY     - 19960730 GOOD             NGS
 AC7559
 AC7559                          STATION DESCRIPTION
 AC7559
 AC7559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AC7559'THE STATION IS LOCATED NEAR THE STOPWAY AT RUNWAY END 30.  IT IS
 AC7559'170.32 FT (51.91 M) SW OF STOPWAY END 30, 59.97 FT (18.28 M) SW OF THE
 AC7559'NE END OF A CONCRETE DITCH, 43.75 FT (13.34 M) NE OF THE NORTH CORNER
 AC7559'OF A BEND IN THE CONCRETE DITCH AND 9.5 FT (2.9 M) FROM THE C/L OF THE
 AC7559'CONCETE DITCH.  THE STATION IS A NOS DISK SET IN A CONCRETE MONUMENT
 AC7559'0.2 FT (6.1 CM) BELOW THE SURFACE OF THE GROUND AND STAMPED HTS C
 AC7559'1975.
 AC7559
 AC7559                          STATION RECOVERY (1996)
 AC7559
 AC7559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC7559'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST-SOUTHWEST OF
 AC7559'HUNTINGTON, 6 KM (3.70 MI) SOUTHEAST OF THE INTERSECTION OF THE WEST
 AC7559'VIRGINIA-KENTUCKY-OHIO BORDER AT THE TRI-STATE AIRPORT, IN GRASS ON
 AC7559'THE SOUTH SIDE OF THE END OF THE OVERRUN OF RUNWAY END 30, AND
 AC7559'ADJACENT TO A CONCRETE DRAINAGE DITCH.  OWNERSHIP--CITY OF HUNTINGTON,
 AC7559'1449 AIRPORT ROAD, HUNTINGTON, W.V.  25704-9043.  AIRPORT MANAGER IS
 AC7559'LARRY SALYERS.  MAINTENANCE SUPERVISOR IS ROBERT MAYNARD (730 A.M.  TO
 AC7559'330 P.M.) .  PHONE 304-453-6165.  CONTACT ONE OF THEM ONE DAY IN
 AC7559'ADVANCE TO ARRANGE FOR AN ESCORT TO THIS STATION.  TO REACH FROM THE
 AC7559'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 64 AND U.S.  HIGHWAY
 AC7559'52 (EXIT 1) IN CEREDO, GO SOUTH-SOUTHWEST ON HIGHWAY 52 FOR 0.48 KM
 AC7559'(0.30 MI) TO A PAVED ROAD LEFT (AIRPORT ROAD) .  TURN LEFT, SOUTHEAST
 AC7559'ON AIRPORT ROAD FOR 2.74 KM (1.70 MI) TO THE AIRPORT TERMINAL ON THE
 AC7559'LEFT.  BEAR RIGHT, WEST, ON AIRPORT ROAD FOR 0.16 KM (0.10 MI) TO A
 AC7559'PAVED ROAD LEFT BETWEEN TWO HANGARS LEADING TO A GATE.  ESCORT WILL
 AC7559'MEET YOU AT THE GATE.  THE STATION IS SET IN THE TOP OF A 25 CM ROUND
 AC7559'CONCRETE POST SET 15 CM BELOW THE GROUND SURFACE.  IT IS 23.4 M (76.8
 AC7559'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE OVERRUN, 18.8 M (61.7 FT)
 AC7559'NORTHWEST OF A WOODEN FENCE CORNER POST, 18.2 M (59.7 FT) SOUTHWEST OF
 AC7559'THE NORTHEAST END OF A CONCRETE DRAINAGE DITCH, 12.4 EAST OF THE
 AC7559'SOUTHWEST CORNER OF THE CONCRETE DITCH, 10.1 M (33.1 FT)
 AC7559'NORTH-NORTHEAST OF A FENCE, 3.1 M (10.2 FT) SOUTH OF THE CENTER OF THE
 AC7559'CONCRETE DITCH, AND 0.45 M (1.48 FT) NORTH OF A FIBERGLASS WITNESS
 AC7559'POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3129 ***********************************************************************
 HX3129  DESIGNATION -  HUCKLEBERRY
 HX3129  PID         -  HX3129
 HX3129  STATE/COUNTY-  WV/LINCOLN
 HX3129  USGS QUAD   -  GARRETTS BEND (1978)
 HX3129
 HX3129                         *CURRENT SURVEY CONTROL
 HX3129  ___________________________________________________________________
 HX3129* NAD 83(1995)-  38 18 28.41798(N)    081 53 23.12369(W)     ADJUSTED  
 HX3129* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 HX3129  ___________________________________________________________________
 HX3129  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 HX3129  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HX3129
 HX3129  HORZ ORDER  -  SECOND
 HX3129
 HX3129.The horizontal coordinates were established by classical geodetic methods
 HX3129.and adjusted by the National Geodetic Survey in April 1998..
 HX3129
 HX3129.The orthometric height was scaled from a topographic map.
 HX3129
 HX3129.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3129
 HX3129.The geoid height was determined by GEOID03.
 HX3129
 HX3129;                    North         East     Units Scale Factor Converg.
 HX3129;SPC WV S     -   145,535.104   522,185.159   MT  0.99992799   -0 33 00.2
 HX3129;UTM  17      - 4,240,351.823   422,208.756   MT  0.99967453   -0 33 05.7
 HX3129
 HX3129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3129!SPC WV S     -   0.99994905  x   0.99992799  =   0.99987705
 HX3129!UTM  17      -   0.99994905  x   0.99967453  =   0.99962360
 HX3129
 HX3129:                Primary Azimuth Mark                     Grid Az
 HX3129:SPC WV S     -  HUCKLEBERRY AZ MK                        079 11 15.4
 HX3129:UTM  17      -  HUCKLEBERRY AZ MK                        079 11 20.9
 HX3129
 HX3129|---------------------------------------------------------------------|
 HX3129| PID    Reference Object                     Distance      Geod. Az  |
 HX3129|                                                           dddmmss.s |
 HX3129| DC3613 HUCKLEBERRY AZ MK                                  0783815.2 |
 HX3129| DC3614 HUCKLEBERRY RM 1                     11.145 METERS 19035     |
 HX3129| DC3615 HUCKLEBERRY RM 2                     11.980 METERS 26840     |
 HX3129|---------------------------------------------------------------------|
 HX3129
 HX3129                          SUPERSEDED SURVEY CONTROL
 HX3129
 HX3129  NAD 83(1995)-  38 18 28.42346(N)    081 53 23.12781(W) AD(       ) 2
 HX3129  NAD 83(1986)-  38 18 28.42584(N)    081 53 23.12959(W) AD(       ) 2
 HX3129  NAD 27      -  38 18 28.08900(N)    081 53 23.66300(W) AD(       ) 2
 HX3129
 HX3129.Superseded values are not recommended for survey control.
 HX3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3129.See file dsdata.txt to determine how the superseded data were derived.
 HX3129
 HX3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2220940352(NAD 83)
 HX3129_MARKER: DS = TRIANGULATION STATION DISK
 HX3129_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX3129_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX3129
 HX3129  HISTORY     - Date     Condition        Report By
 HX3129  HISTORY     - 1944     MONUMENTED       CGS
 HX3129  HISTORY     - 1979     GOOD             LOCSUR
 HX3129
 HX3129                          STATION DESCRIPTION
 HX3129
 HX3129'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3129'STATION IS LOCATED
 HX3129'ABOUT 6 MILES SSW
 HX3129'OF SAINT ALBANS, 1-1/2 MILES E OF GARRETTS
 HX3129'BEND, ON A HIGH BARE RIDGE, AND 1/4
 HX3129'MILE SW OF HUCKLEBERRY SCHOOL.
 HX3129'IT IS STAMPED HUCKLEBERRY 1944 AND PROJECTS ABOUT 4
 HX3129'INCHES ABOVE THE GROUND.
 HX3129'
 HX3129'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 HX3129'CONCRETE AT THE
 HX3129'CENTERS OF THE TOPS OF TILES.  UNDERGROUND MARK IS
 HX3129'A BRONZE DISK SET IN CONCRETE.
 HX3129'
 HX3129'REFERENCE MARK 1 IS STAMPED HUCKLEBERRY NO 1 1944 AND PROJECTS
 HX3129'ABOUT 6 INCHES
 HX3129'ABOVE THE GROUND.
 HX3129'
 HX3129'REFERENCE MARK 2 IS STAMPED HUCKLEBERRY NO 2 1944 AND PROJECTS
 HX3129'ABOUT 8 INCHES
 HX3129'ABOVE THE GROUND.
 HX3129'
 HX3129'AZIMUTH MARK IS 0.25 MILE BY ROAD ENE OF THE STATION, 55 FEET
 HX3129'S OF THE CENTER
 HX3129'LINE OF THE MAIN ROAD, AND 8 FEET S OF THE CENTER
 HX3129'LINE OF A PRIVATE ROAD.  IT IS
 HX3129'STAMPED HUCKLEBERRY AZI 1944 AND
 HX3129'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  TO
 HX3129'REACH MARK FROM THE
 HX3129'STATION, GO TO THE MAIN ROAD, TURN LEFT AND FOLLOW MAIN ROAD FOR
 HX3129'0.25 MILE TO
 HX3129'A CURVE IN THE ROAD AND THE AZIMUTH MARK ON THE LEFT.
 HX3129'
 HX3129'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 HX3129'AND STATE HIGHWAY
 HX3129'13 AT THE S END OF THE KANAWHA RIVER BRIDGE IN
 HX3129'SOUTH CHARLESTON, PROCEED SW ON
 HX3129'HIGHWAY 13 FOR 19.45 MILES TO A
 HX3129'SURFACED ROAD SHARP RIGHT AT A SIGN GARRETTS BEND
 HX3129'5 M.  TURN
 HX3129'SHARP RIGHT AND GO 4.8 MILES, THENCE SHARP RIGHT ON DIRT ROAD FOR
 HX3129'1.2 MILES TO THE
 HX3129'END OF TRUCK TRAVEL.  FROM THIS POINT PROCEED TO
 HX3129'THE LEFT ON FOOT FOR ABOUT 200 FEET
 HX3129'TO THE HIGHEST POINT AND THE STATION.
 HX3129'
 HX3129'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX3129
 HX3129                          STATION RECOVERY (1979)
 HX3129
 HX3129'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 HX3129'HUCKLEBERRY 1944 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2010 ***********************************************************************
 JX2010  DESIGNATION -  HUFF
 JX2010  PID         -  JX2010
 JX2010  STATE/COUNTY-  WV/WETZEL
 JX2010  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2010
 JX2010                         *CURRENT SURVEY CONTROL
 JX2010  ___________________________________________________________________
 JX2010* NAD 83(1995)-  39 41 27.80756(N)    080 49 12.39176(W)     ADJUSTED  
 JX2010* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 JX2010  ___________________________________________________________________
 JX2010  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 JX2010  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JX2010
 JX2010  HORZ ORDER  -  THIRD
 JX2010
 JX2010.The horizontal coordinates were established by classical geodetic methods
 JX2010.and adjusted by the National Geodetic Survey in April 1998..
 JX2010
 JX2010.The orthometric height was scaled from a topographic map.
 JX2010
 JX2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2010
 JX2010.The geoid height was determined by GEOID03.
 JX2010
 JX2010;                    North         East     Units Scale Factor Converg.
 JX2010;SPC WV N     -   133,060.071   486,775.145   MT  0.99994138   -0 50 30.9
 JX2010;SPC OH S     -   189,071.851   744,081.292   MT  0.99995020   +1 03 57.3
 JX2010;UTM  17      - 4,393,484.021   515,424.439   MT  0.99960293   +0 06 53.6
 JX2010
 JX2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2010!SPC WV N     -   0.99994097  x   0.99994138  =   0.99988235
 JX2010!SPC OH S     -   0.99994097  x   0.99995020  =   0.99989117
 JX2010!UTM  17      -   0.99994097  x   0.99960293  =   0.99954392
 JX2010
 JX2010:                Primary Azimuth Mark                     Grid Az
 JX2010:SPC WV N     -  ST JOSEPH CATH CHURCH SPIRE              063 37 15.4
 JX2010:SPC OH S     -  ST JOSEPH CATH CHURCH SPIRE              061 42 47.2
 JX2010:UTM  17      -  ST JOSEPH CATH CHURCH SPIRE              062 39 50.9
 JX2010
 JX2010|---------------------------------------------------------------------|
 JX2010| PID    Reference Object                     Distance      Geod. Az  |
 JX2010|                                                           dddmmss.s |
 JX2010| JX1999 ST JOSEPH CATH CHURCH SPIRE         APPROX.10.0 KM 0624644.5 |
 JX2010| CX4715 HUFF AZ MK                                         1534312.8 |
 JX2010| CX4716 HUFF RM 1                            20.337 METERS 16805     |
 JX2010| JX2019 NEW MARTINSVILLE CABLE CO TWR       APPROX. 4.0 KM 1995549.6 |
 JX2010| JX2034 HANNIBAL ZION UN CH OF CHRIST       APPROX. 7.7 KM 2621935.8 |
 JX2010| CX4717 HUFF RM 2                            19.251 METERS 28508     |
 JX2010| JX2020 WELLS BOTTOM MOBAY CHEM CO TK       APPROX. 4.2 KM 3491643.6 |
 JX2010|---------------------------------------------------------------------|
 JX2010
 JX2010                          SUPERSEDED SURVEY CONTROL
 JX2010
 JX2010  NAD 83(1986)-  39 41 27.81434(N)    080 49 12.39933(W) AD(       ) 3
 JX2010  NAD 27      -  39 41 27.54630(N)    080 49 13.04420(W) AD(       ) 3
 JX2010
 JX2010.Superseded values are not recommended for survey control.
 JX2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2010.See file dsdata.txt to determine how the superseded data were derived.
 JX2010
 JX2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1542493484(NAD 83)
 JX2010_MARKER: DS = TRIANGULATION STATION DISK
 JX2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2010_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2010
 JX2010  HISTORY     - Date     Condition        Report By
 JX2010  HISTORY     - 1963     MONUMENTED       CGS
 JX2010
 JX2010                          STATION DESCRIPTION
 JX2010
 JX2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2010'NO MEASUREMENT BETWEEN RMS, TREES ON LINE.
 JX2010'
 JX2010'THE STATION IS LOCATED ON ONE OF THE HILLS, ON HUFF RIDGE, ABOUT 4
 JX2010'MILES NORTHEAST OF THE CENTER
 JX2010'OF NEW MARTINSVILLE, ABOUT 2 MILES SOUTH OF THE MARSHALL-WETZEL
 JX2010'COUNTY LINE, ABOUT 1 MILE SOUTHEAST OF
 JX2010'A BEND IN THE OHIO RIVER., AND ON THE PROPERTY OF MR. BENJMAN
 JX2010'PRIBBLE.  IT IS 66 FEET NORTHEAST OF A
 JX2010'WITNESS POST, 68 FEET NORTHEAST OF THE CENTERLINE
 JX2010'OF A FIELD ROAD, 81 FEET SOUTH OF THE HIGHEST POINT OF
 JX2010'THE KNOLL, 31 FEET SOUTHEAST OF A 6
 JX2010'INCH MAPLE TREE, AND 23 FEET NORTHWEST OF AN 8 INCH HICKORY TREE WITH
 JX2010'A TRIANGULAR BLAZE ON THE NORTH
 JX2010'SIDE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HUFF 1963.
 JX2010'
 JX2010'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 2 AND 89 ABOUT 5
 JX2010'MILES NORTH OF NEW
 JX2010'MARTINSVILLE, GO SOUTHEAST ON STATE HIGHWAY 89 FOR 0.45 MILE TO A
 JX2010'SIDE ROAD RIGHT IN VALLEY PARK.
 JX2010'TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.05 MILE TO A SIDE ROAD
 JX2010'RIGHT AND A SMALL BRIDGE ON THE
 JX2010'RIGHT.  CONTINUE SOUTH ON THE DIRT ROAD ALONG THE EAST
 JX2010'SIDE OF HOG RUN CREEK FOR 0.25 MILE TO A POINT
 JX2010'WHERE THE ROAD CROSSES THE CREEK.  CROSS
 JX2010'THE CREEK AND CONTINUE SOUTH ON THE DIRT ROAD FOR 0.1 MILE TO A
 JX2010'POINT WHERE THE ROAD TURNS SHARP
 JX2010'RIGHT JUST AFTER PASSING A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 JX2010'SOUTHWEST UPHILL ON A WINDING DIRT
 JX2010'ROAD, FOLLOWING THE HNG GAS PIPELINE FOR 1.35 MILES TO
 JX2010'A SIDE ROAD RIGHT AND A GATE ON THE RIGHT.
 JX2010'TURN RIGHT AND PASSING THROUGH THE GATE
 JX2010'GO SOUTHWEST ON A FIELD ROAD FOR 0.1 MILE TO A REVERSE Y-FORK,
 JX2010'AND A BARN ON THE RIGHT.  CONTINUE
 JX2010'AHEAD ON THE FIELD ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT, AT
 JX2010'THE TOP OF A SMALL KNOLL.
 JX2010'
 JX2010'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON THE DIRT ROAD
 JX2010'(HUFF RIDGE ROAD) FOR 0.25
 JX2010'MILE TO A DRIVEWAY ON THE RIGHT, THE AZIMUTH MARK ON THE LEFT, AT A
 JX2010'POINT WHERE THE ROAD CURVES TO THE
 JX2010'LEFT.
 JX2010'
 JX2010'REFERENCE MARK 1 IS 48 FEET SOUTH OF THE 8 INCH HICKORY TREE, 25 FEET
 JX2010'NORTHEAST OF THE CENTERLINE OF
 JX2010'THE FIELD ROAD, AND 1 FOOT SOUTHEAST OF THE WITNESS POST.  THE
 JX2010'MONUMENT IS FLUSH AND THE DISK IS
 JX2010'STAMPED HUFF NO 1 1963.
 JX2010'
 JX2010'REFERENCE MARK 2 IS 33 FEET NORTHWEST OF THE 6 INCH MAPLE TREE, AND
 JX2010'29 FEET NORTHEAST OF THE
 JX2010'CENTERLINE OF THE FIELD ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS
 JX2010'STAMPED HUFF NO 2 1963.
 JX2010'
 JX2010'THE AZIMUTH MARK IS 21 FEET EAST OF THE INTERSECTION OF THE DIRT ROAD
 JX2010'AND A DRIVEWAY, 3 FEET SOUTHWEST
 JX2010'OF A WITNESS POST, AND 2 FEET SOUTH OF A FENCE CORNER.  THE MONUMENT
 JX2010'PROJECTS 3 INCHES AND THE DISK IS
 JX2010'STAMPED HUFF 1963.
 JX2010'
 JX2010'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3370 ***********************************************************************
 GX3370  DESIGNATION -  HUFF KNOB
 GX3370  PID         -  GX3370
 GX3370  STATE/COUNTY-  WV/MERCER
 GX3370  USGS QUAD   -  FLAT TOP (1976)
 GX3370
 GX3370                         *CURRENT SURVEY CONTROL
 GX3370  ___________________________________________________________________
 GX3370* NAD 83(1995)-  37 35 22.01234(N)    081 06 52.11836(W)     ADJUSTED  
 GX3370* NAVD 88     -      1085.     (meters)    3560.     (feet)  SCALED    
 GX3370  ___________________________________________________________________
 GX3370  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 GX3370  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX3370
 GX3370  HORZ ORDER  -  SECOND
 GX3370
 GX3370.The horizontal coordinates were established by classical geodetic methods
 GX3370.and adjusted by the National Geodetic Survey in April 1998..
 GX3370
 GX3370.The orthometric height was scaled from a topographic map.
 GX3370
 GX3370.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3370
 GX3370.The geoid height was determined by GEOID03.
 GX3370
 GX3370;                    North         East     Units Scale Factor Converg.
 GX3370;SPC WV S     -    65,428.286   589,889.592   MT  0.99997923   -0 04 14.8
 GX3370;UTM  17      - 4,160,271.159   489,893.422   MT  0.99960126   -0 04 11.4
 GX3370
 GX3370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3370!SPC WV S     -   0.99983463  x   0.99997923  =   0.99981386
 GX3370!UTM  17      -   0.99983463  x   0.99960126  =   0.99943595
 GX3370
 GX3370:                Primary Azimuth Mark                     Grid Az
 GX3370:SPC WV S     -  HUFF KNOB AZ MK                          100 11 12.7
 GX3370:UTM  17      -  HUFF KNOB AZ MK                          100 11 09.3
 GX3370
 GX3370|---------------------------------------------------------------------|
 GX3370| PID    Reference Object                     Distance      Geod. Az  |
 GX3370|                                                           dddmmss.s |
 GX3370| DC3617 HUFF KNOB AZ MK                                    1000657.9 |
 GX3370| GX3375 ATHENS CONCORD COLLEGE TANK         APPROX.20.6 KM 1525300.9 |
 GX3370| DC3618 HUFF KNOB RM 1                        9.718 METERS 16456     |
 GX3370| GX3368 HUFF KNOB RAD STA WJLS FM MAST       21.591 METERS 21633     |
 GX3370| GX3369 HUFF KNOB USGS 1952                   8.284 METERS 27428     |
 GX3370| GX3367 HUFF KNOB LOOKOUT TOWER             120.851 METERS 33627     |
 GX3370|---------------------------------------------------------------------|
 GX3370
 GX3370                          SUPERSEDED SURVEY CONTROL
 GX3370
 GX3370  NAD 83(1995)-  37 35 22.01789(N)    081 06 52.12355(W) AD(       ) 2
 GX3370  NAD 83(1986)-  37 35 22.01821(N)    081 06 52.12408(W) AD(       ) 2
 GX3370  NAD 27      -  37 35 21.59483(N)    081 06 52.78302(W) AD(       ) 2
 GX3370
 GX3370.Superseded values are not recommended for survey control.
 GX3370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3370.See file dsdata.txt to determine how the superseded data were derived.
 GX3370
 GX3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8989360271(NAD 83)
 GX3370_MARKER: DS = TRIANGULATION STATION DISK
 GX3370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3370
 GX3370  HISTORY     - Date     Condition        Report By
 GX3370  HISTORY     - 1952     MONUMENTED       CGS
 GX3370
 GX3370                          STATION DESCRIPTION
 GX3370
 GX3370'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3370'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF BECKLEY, 17 MILES
 GX3370'NORTH OF PRINCETON, 1/2 MILE WEST OF THE VILLAGE OF FLAT TOP AND
 GX3370'ON THE SUMMIT OF HUFF KNOB. IT IS APPROX. 350 FEET SOUTHEAST OF HUFF
 GX3370'KNOB LOOKOUT TOWER, 31 FEET SOUTHEAST OF THE NORTHEAST CORNER
 GX3370'OF THE WJLS ENGINEERS BUILDING, 21 FEET SOUTH OF A POWER POLE AND 6
 GX3370'FEET EAST OF A STEEL FENCE. THE MARK IS FLUSH AND IS STAMPED HUFF
 GX3370'KNOB 1952.
 GX3370'
 GX3370'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF A STEEL FENCE AND ON A TANGENT
 GX3370'WITH THE SOUTH WALL OF THE ENGINEER BUILDING. THE MARK IS FLUSH AND
 GX3370'IS STAMPED HUFF KNOB RM NO. 1 1952.
 GX3370'
 GX3370'HUFF KNOB (USGS) BM WAS OBSERVED AS R.M.NO. 2. IT IS A STANDARD U.S.
 GX3370'GEOLOGICAL SURVEY STATION MARK SET IN A 12 X 12 INCH CONCRETE
 GX3370'POST FLUSH WITH THE SURFACE. IT IS 3 FEET SOUTHEAST OF THE NORTHEAST
 GX3370'CORNER OF THE ENGINEERS BUILDING AND IS UNSTAMPED.
 GX3370'
 GX3370'AN UNIDENTIFIED USGS BM WAS OBSERVED UPON. IT IS ABOUT 75 FEET EAST
 GX3370'OF THE GENERAL STORE IN FLAT TOP, 22 FEET EAST OF THE CENTERLINE
 GX3370'OF U.S. HIGHWAY 21 AND 19, 22 FEET SOUTHWEST OF A TWO CAR GARAGE AND
 GX3370'6 FEET WEST OF A FENCELINE. THE MARK IS A STANDARD U.S.
 GX3370'GEOLOGICAL SURVEY BENCH MARK SET IN A 12 X 12 INCH CONCRETE POST
 GX3370'PROJECTING 5 INCHES. THE MARK IS UNSTAMPED.
 GX3370'
 GX3370'THE AZIMUTH MARK IS ABOUT 250 FEET SOUTH OF THE GENERAL STORE IN FLAT
 GX3370'TOP, 33 FEET EAST OF THE CENTERLINE OF U.S.  HIGHWAY 21 AND 19,
 GX3370'6 FEET WEST OF A WITNESS POST AND FLUSH IN A DRILL HOLE IN A SMALL
 GX3370'BOULDER. THE MARK IS STAMPED HUFF KNOB 1952.
 GX3370'
 GX3370'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 AND 19 AND
 GX3370'STATE ROUTE 3 IN SHADY SPRING, ABOUT 7 MILES SOUTHEAST OF
 GX3370'BECKLEY, GO SOUTH ON U.S. HIGHWAY 21 AND 19 FOR 8.8 MILES TO A DIRT
 GX3370'ROAD RIGHT, BETWEEN THE GENERAL STORE AND AN ESSO SERVICE STATION
 GX3370'IN FLAT TOP TURN RIGHT ONTO THE DIRT ROAD AND GO UPGRADE FOR 0.9 MILE
 GX3370'TO THE WJLS TRANSMITTING MAST FM ON THE SUMMIT OF HUFF
 GX3370'KNOB AND THE STATION AS DESCRIBED.
 GX3370'
 GX3370'THE STATION IS LOCATED ON LAND LEASED BY THE FOREST SERVICE.
 GX3370'
 GX3370'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3367 ***********************************************************************
 GX3367  DESIGNATION -  HUFF KNOB LOOKOUT TOWER
 GX3367  PID         -  GX3367
 GX3367  STATE/COUNTY-  WV/RALEIGH
 GX3367  USGS QUAD   -  FLAT TOP (1976)
 GX3367
 GX3367                         *CURRENT SURVEY CONTROL
 GX3367  ___________________________________________________________________
 GX3367* NAD 83(1995)-  37 35 25.60557(N)    081 06 54.08705(W)     ADJUSTED  
 GX3367* NAVD 88     -                                                        
 GX3367  ___________________________________________________________________
 GX3367  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GX3367  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX3367
 GX3367  HORZ ORDER  -  THIRD
 GX3367
 GX3367.The horizontal coordinates were established by classical geodetic methods
 GX3367.and adjusted by the National Geodetic Survey in April 1998..
 GX3367
 GX3367
 GX3367.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3367
 GX3367.The geoid height was determined by GEOID03.
 GX3367
 GX3367;                    North         East     Units Scale Factor Converg.
 GX3367;SPC WV S     -    65,539.124   589,841.432   MT  0.99997905   -0 04 16.0
 GX3367;UTM  17      - 4,160,381.954   489,845.278   MT  0.99960127   -0 04 12.6
 GX3367
 GX3367                          SUPERSEDED SURVEY CONTROL
 GX3367
 GX3367  NAD 83(1995)-  37 35 25.61062(N)    081 06 54.09204(W) AD(       ) 4
 GX3367  NAD 83(1986)-  37 35 25.61093(N)    081 06 54.09228(W) AD(       ) 4
 GX3367  NAD 27      -  37 35 25.19000(N)    081 06 54.75200(W) AD(       ) 3
 GX3367
 GX3367.Superseded values are not recommended for survey control.
 GX3367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3367.See file dsdata.txt to determine how the superseded data were derived.
 GX3367
 GX3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8984560382(NAD 83)
 GX3367_MARKER: 57 = LOOKOUT TOWER
 GX3367
 GX3367  HISTORY     - Date     Condition        Report By
 GX3367  HISTORY     - 1952     FIRST OBSERVED   CGS
 GX3367
 GX3367                          STATION DESCRIPTION
 GX3367
 GX3367'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3367'THE STATION IS THE APEX OF THE LOOKOUT TOWER NEAR THE NORTH EDGE OF
 GX3367'HUFF KNOB. IT IS OF THE STANDARD TYPE OF LOOKOUT TOWERS AND IS 85
 GX3367'FEET HIGH. THE TOWER IS BUILT OF STEEL AND IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3368 ***********************************************************************
 GX3368  DESIGNATION -  HUFF KNOB RAD STA WJLS FM MAST
 GX3368  PID         -  GX3368
 GX3368  STATE/COUNTY-  WV/MERCER
 GX3368  USGS QUAD   -  FLAT TOP (1976)
 GX3368
 GX3368                         *CURRENT SURVEY CONTROL
 GX3368  ___________________________________________________________________
 GX3368* NAD 83(1995)-  37 35 21.44972(N)    081 06 52.64241(W)     ADJUSTED  
 GX3368* NAVD 88     -                                                        
 GX3368  ___________________________________________________________________
 GX3368  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 GX3368  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX3368
 GX3368  HORZ ORDER  -  THIRD
 GX3368
 GX3368.The horizontal coordinates were established by classical geodetic methods
 GX3368.and adjusted by the National Geodetic Survey in April 1998..
 GX3368
 GX3368
 GX3368.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3368
 GX3368.The geoid height was determined by GEOID03.
 GX3368
 GX3368;                    North         East     Units Scale Factor Converg.
 GX3368;SPC WV S     -    65,410.957   589,876.714   MT  0.99997926   -0 04 15.1
 GX3368;UTM  17      - 4,160,253.836   489,880.549   MT  0.99960126   -0 04 11.7
 GX3368
 GX3368                          SUPERSEDED SURVEY CONTROL
 GX3368
 GX3368  NAD 83(1995)-  37 35 21.45389(N)    081 06 52.64877(W) AD(       ) 4
 GX3368  NAD 83(1986)-  37 35 21.45414(N)    081 06 52.64803(W) AD(       ) 4
 GX3368  NAD 27      -  37 35 21.03600(N)    081 06 53.30400(W) AD(       ) 3
 GX3368
 GX3368.Superseded values are not recommended for survey control.
 GX3368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3368.See file dsdata.txt to determine how the superseded data were derived.
 GX3368
 GX3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8988160254(NAD 83)
 GX3368_MARKER: 42 = RADIO/TV MAST
 GX3368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3368+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 GX3368
 GX3368  HISTORY     - Date     Condition        Report By
 GX3368  HISTORY     - 1952     FIRST OBSERVED   CGS
 GX3368  HISTORY     - 20040522 GOOD             USPSQD
 GX3368
 GX3368                          STATION DESCRIPTION
 GX3368
 GX3368'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3368'THE STATION IS THE RED LIGHT ATOP THE WJLS TRANSMITTING ANTENNA ON
 GX3368'THE SUMMIT OF HUFF KNOB, ABOUT 15 MILES SOUTHEAST OF BECKLEY.
 GX3368'
 GX3368'THE MAST IS 135 FEET HIGH, OF STEEL CONSTRUCTION AND PAINTED RED AND
 GX3368'WHITE IN ALTERNATE SECTIONS. IT IS 4 FEET SQUARE FROM TOP TO
 GX3368'BOTTOM AND WAS ERECTED IN 1947.
 GX3368'
 GX3368'THE MAST IS THE PROPERTY OF MR. JOE L. SMITH JR. OF THE BECKLEY
 GX3368'BROADCASTING CORP.
 GX3368
 GX3368                          STATION RECOVERY (2004)
 GX3368
 GX3368'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 GX3368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3369 ***********************************************************************
 GX3369  DESIGNATION -  HUFF KNOB USGS 1952
 GX3369  PID         -  GX3369
 GX3369  STATE/COUNTY-  WV/MERCER
 GX3369  USGS QUAD   -  FLAT TOP (1976)
 GX3369
 GX3369                         *CURRENT SURVEY CONTROL
 GX3369  ___________________________________________________________________
 GX3369* NAD 83(1995)-  37 35 22.03327(N)    081 06 52.45500(W)     ADJUSTED  
 GX3369* NAVD 88     -      1085.     (meters)    3560.     (feet)  SCALED    
 GX3369  ___________________________________________________________________
 GX3369  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 GX3369  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX3369
 GX3369  HORZ ORDER  -  SECOND
 GX3369
 GX3369.The horizontal coordinates were established by classical geodetic methods
 GX3369.and adjusted by the National Geodetic Survey in April 1998..
 GX3369
 GX3369.The orthometric height was scaled from a topographic map.
 GX3369
 GX3369.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3369
 GX3369.The geoid height was determined by GEOID03.
 GX3369
 GX3369;                    North         East     Units Scale Factor Converg.
 GX3369;SPC WV S     -    65,428.942   589,881.334   MT  0.99997923   -0 04 15.0
 GX3369;UTM  17      - 4,160,271.814   489,885.167   MT  0.99960126   -0 04 11.6
 GX3369
 GX3369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3369!SPC WV S     -   0.99983463  x   0.99997923  =   0.99981386
 GX3369!UTM  17      -   0.99983463  x   0.99960126  =   0.99943595
 GX3369
 GX3369                          SUPERSEDED SURVEY CONTROL
 GX3369
 GX3369  NAD 83(1995)-  37 35 22.03881(N)    081 06 52.46019(W) AD(       ) 2
 GX3369  NAD 83(1986)-  37 35 22.03914(N)    081 06 52.46072(W) AD(       ) 2
 GX3369  NAD 27      -  37 35 21.61575(N)    081 06 53.11964(W) AD(       ) 2
 GX3369
 GX3369.Superseded values are not recommended for survey control.
 GX3369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3369.See file dsdata.txt to determine how the superseded data were derived.
 GX3369
 GX3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8988560272(NAD 83)
 GX3369_MARKER: DD = SURVEY DISK
 GX3369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3369_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GX3369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3369+STABILITY: SURFACE MOTION
 GX3369
 GX3369  HISTORY     - Date     Condition        Report By
 GX3369  HISTORY     - 1952     MONUMENTED       USGS
 GX3369
 GX3369                          STATION DESCRIPTION
 GX3369
 GX3369'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GX3369'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF BECKLEY, 17 MILES
 GX3369'NORTH OF PRINCETON, 1/2 MILE WEST OF THE VILLAGE OF FLAT TOP AND
 GX3369'ON THE SUMMIT OF HUFF KNOB.
 GX3369'
 GX3369'HUFF KNOB (USGS) BM IS A STANDARD U.S.
 GX3369'GEOLOGICAL SURVEY STATION MARK SET IN A 12 X 12 INCH CONCRETE
 GX3369'POST FLUSH WITH THE SURFACE. IT IS 3 FEET SOUTHEAST OF THE NORTHEAST
 GX3369'CORNER OF THE ENGINEERS BUILDING AND IS UNSTAMPED.
 GX3369'
 GX3369'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 AND 19 AND
 GX3369'STATE ROUTE 3 IN SHADY SPRING, ABOUT 7 MILES SOUTHEAST OF
 GX3369'BECKLEY, GO SOUTH ON U.S. HIGHWAY 21 AND 19 FOR 8.8 MILES TO A DIRT
 GX3369'ROAD RIGHT, BETWEEN THE GENERAL STORE AND AN ESSO SERVICE STATION
 GX3369'IN FLAT TOP TURN RIGHT ONTO THE DIRT ROAD AND GO UPGRADE FOR 0.9 MILE
 GX3369'TO THE WJLS TRANSMITTING MAST FM ON THE SUMMIT OF HUFF
 GX3369'KNOB AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3150 ***********************************************************************
 HX3150  DESIGNATION -  HUGHES
 HX3150  PID         -  HX3150
 HX3150  STATE/COUNTY-  WV/JACKSON
 HX3150  USGS QUAD   -  RAVENSWOOD (1994)
 HX3150
 HX3150                         *CURRENT SURVEY CONTROL
 HX3150  ___________________________________________________________________
 HX3150* NAD 83(1995)-  38 55 14.09090(N)    081 46 55.37974(W)     ADJUSTED  
 HX3150* NAVD 88     -       180.2    (meters)     591.     (feet)  VERTCON   
 HX3150  ___________________________________________________________________
 HX3150  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HX3150  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 HX3150
 HX3150  HORZ ORDER  -  SECOND
 HX3150
 HX3150.The horizontal coordinates were established by classical geodetic methods
 HX3150.and adjusted by the National Geodetic Survey in April 1998..
 HX3150
 HX3150.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3150
 HX3150.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3150
 HX3150.The geoid height was determined by GEOID03.
 HX3150
 HX3150;                    North         East     Units Scale Factor Converg.
 HX3150;SPC WV S     -   213,458.137   532,178.410   MT  1.00000815   -0 29 00.5
 HX3150;SPC OH S     -   102,444.490   662,260.280   MT  0.99996846   +0 27 20.0
 HX3150;UTM  17      - 4,308,254.095   432,204.838   MT  0.99965659   -0 29 28.8
 HX3150
 HX3150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3150!SPC WV S     -   0.99997706  x   1.00000815  =   0.99998521
 HX3150!SPC OH S     -   0.99997706  x   0.99996846  =   0.99994552
 HX3150!UTM  17      -   0.99997706  x   0.99965659  =   0.99963366
 HX3150
 HX3150|---------------------------------------------------------------------|
 HX3150| PID    Reference Object                     Distance      Geod. Az  |
 HX3150|                                                           dddmmss.s |
 HX3150| DC3619 HUGHES RM 1                          13.035 METERS 12447     |
 HX3150| HX3152 MT ALTO KAISER ALUMINUM STACK       APPROX. 4.2 KM 2941843.0 |
 HX3150| HX3151 HUGHES AZ MK 1975                   APPROX. 0.7 KM 2964737.2 |
 HX3150| DC3620 HUGHES RM 2                           8.455 METERS 31814     |
 HX3150|---------------------------------------------------------------------|
 HX3150
 HX3150                          SUPERSEDED SURVEY CONTROL
 HX3150
 HX3150  NAD 83(1995)-  38 55 14.09441(N)    081 46 55.38548(W) AD(       ) 2
 HX3150  NAD 83(1986)-  38 55 14.09513(N)    081 46 55.38511(W) AD(       ) 2
 HX3150  NAD 27      -  38 55 13.80536(N)    081 46 55.91115(W) AD(       ) 2
 HX3150  NGVD 29 (07/19/86)  180.4    (m)          592.     (f) VERT ANG       
 HX3150
 HX3150.Superseded values are not recommended for survey control.
 HX3150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3150.See file dsdata.txt to determine how the superseded data were derived.
 HX3150
 HX3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD3220508254(NAD 83)
 HX3150_MARKER: DD = SURVEY DISK
 HX3150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3150_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HX3150
 HX3150  HISTORY     - Date     Condition        Report By
 HX3150  HISTORY     - 1975     MONUMENTED       NGS
 HX3150
 HX3150                          STATION DESCRIPTION
 HX3150
 HX3150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 HX3150'THE STATION IS ABOUT 15-1/2 MILES SOUTH-SOUTHEAST OF POMEROY,
 HX3150'OHIO, 3-1/4 MILES SOUTH OF RAVENSWOOD, 1/4 MILE SOUTH OF THE OHIO
 HX3150'RIVER AND ON PROPERTY OF WAYNE HUGHES.
 HX3150'
 HX3150'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 2 AND U.S. HIGHWAY 33
 HX3150'IN MT ALTO, GO NORTHERLY ON HIGHWAY 2 FOR 2.0 MILES TO THE VILLAGE
 HX3150'OF MILLWOOD.  CONTINUE NORTH AND NORTHEAST ON THE HIGHWAY FOR
 HX3150'5.2 MILES TO A PAVED ROAD LEFT.  ( TO REACH THE AZIMUTH MARK FROM
 HX3150'THIS POINT, TURN LEFT AND GO NORTHWESTERLY ON THE PAVED ROAD FOR
 HX3150'300 FEET TO THE AZIMUTH MARK ON THE RIGHT.) CONTINUE NORTHEAST
 HX3150'ON HIGHWAY 2 FOR 0.4 MILE TO A GRAVELED CROSSROADS AND THE
 HX3150'STATION ON THE LEFT.
 HX3150'
 HX3150'STATION MARKS ARE STANDARD DISKS.  SURFACE MARK IS STAMPED
 HX3150'HUGHES 1975 AND IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 HX3150'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 97 FEET WEST OF
 HX3150'THE CENTER OF THE GRAVELED ROAD, 95.5 FEET NORTH OF THE CENTER
 HX3150'OF THE HIGHWAY AND 40 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD.
 HX3150'
 HX3150'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 HX3150'INCHES BELOW THE GROUND AND IS STAMPED---HUGES 1975---.
 HX3150'
 HX3150'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---HUGHES NO 1 1975---,
 HX3150'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 HX3150'FLUSH WITH THE GROUND.  IT IS 93 FEET NORTH OF THE CENTER OF THE
 HX3150'HIGHWAY, 57 FEET WEST OF THE GRAVELED DRIVE AND ABOUT 1 FOOT
 HX3150'ABOVE THE STATION.
 HX3150'
 HX3150'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---HUGHES NO 2 1975---,
 HX3150'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 HX3150'FLUSH WITH THE GROUND.  IT IS 106 FEET NORTH OF THE CENTER OF
 HX3150'THE HIGHWAY, 24 FEET SOUTH OF THE SOUTH RAIL AND ABOUT THE SAME
 HX3150'ELEVATION AS THE STATION.
 HX3150'
 HX3150'AZIMUTH MARK IS A STANDARD DISK STAMPED---HUGHES 1975---, SET IN THE
 HX3150'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 HX3150'ABOVE THE GROUND.  IT IS 39.3 FEET SOUTHEAST OF THE SOUTH RAIL,
 HX3150'AND 22 FEET NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD.
 HX3150'
 HX3150'HEIGHT OF LIGHT ABOVE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3151 ***********************************************************************
 HX3151  DESIGNATION -  HUGHES AZ MK 1975
 HX3151  PID         -  HX3151
 HX3151  STATE/COUNTY-  WV/JACKSON
 HX3151  USGS QUAD   -  RAVENSWOOD (1994)
 HX3151
 HX3151                         *CURRENT SURVEY CONTROL
 HX3151  ___________________________________________________________________
 HX3151* NAD 83(1995)-  38 55 25.03340(N)    081 47 23.12091(W)     ADJUSTED  
 HX3151* NAVD 88     -       179.2    (meters)     588.     (feet)  VERTCON   
 HX3151  ___________________________________________________________________
 HX3151  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 HX3151  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 HX3151
 HX3151  HORZ ORDER  -  SECOND
 HX3151
 HX3151.The horizontal coordinates were established by classical geodetic methods
 HX3151.and adjusted by the National Geodetic Survey in April 1998..
 HX3151
 HX3151.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3151
 HX3151.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3151
 HX3151.The geoid height was determined by GEOID03.
 HX3151
 HX3151;                    North         East     Units Scale Factor Converg.
 HX3151;SPC WV S     -   213,801.231   531,513.026   MT  1.00000883   -0 29 17.6
 HX3151;SPC OH S     -   102,776.620   661,589.390   MT  0.99996804   +0 27 02.4
 HX3151;UTM  17      - 4,308,597.160   431,539.735   MT  0.99965771   -0 29 46.4
 HX3151
 HX3151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3151!SPC WV S     -   0.99997722  x   1.00000883  =   0.99998605
 HX3151!SPC OH S     -   0.99997722  x   0.99996804  =   0.99994526
 HX3151!UTM  17      -   0.99997722  x   0.99965771  =   0.99963494
 HX3151
 HX3151:                Primary Azimuth Mark                     Grid Az
 HX3151:SPC WV S     -  HUGHES                                   117 16 37.4
 HX3151:SPC OH S     -  HUGHES                                   116 20 17.4
 HX3151:UTM  17      -  HUGHES                                   117 17 06.2
 HX3151
 HX3151|---------------------------------------------------------------------|
 HX3151| PID    Reference Object                     Distance      Geod. Az  |
 HX3151|                                                           dddmmss.s |
 HX3151| HX3150 HUGHES                              APPROX. 0.7 KM 1164719.8 |
 HX3151|---------------------------------------------------------------------|
 HX3151
 HX3151                          SUPERSEDED SURVEY CONTROL
 HX3151
 HX3151  NAD 83(1995)-  38 55 25.03691(N)    081 47 23.12666(W) AD(       ) 2
 HX3151  NAD 83(1986)-  38 55 25.03749(N)    081 47 23.12593(W) AD(       ) 2
 HX3151  NAD 27      -  38 55 24.74816(N)    081 47 23.65137(W) AD(       ) 2
 HX3151  NGVD 29 (07/19/86)  179.4    (m)          589.     (f) VERT ANG       
 HX3151
 HX3151.Superseded values are not recommended for survey control.
 HX3151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3151.See file dsdata.txt to determine how the superseded data were derived.
 HX3151
 HX3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD3154008597(NAD 83)
 HX3151_MARKER: DD = SURVEY DISK
 HX3151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX3151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX3151+STABILITY: SURFACE MOTION
 HX3151
 HX3151  HISTORY     - Date     Condition        Report By
 HX3151  HISTORY     - 1976     MONUMENTED       NGS
 HX3151
 HX3151                          STATION DESCRIPTION
 HX3151
 HX3151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3151'AN EDM TRAVERSE TIE WAS MADE FROM HUGHES 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1605 ***********************************************************************
 JW1605  DESIGNATION -  HUMPHREY
 JW1605  PID         -  JW1605
 JW1605  STATE/COUNTY-  WV/MONONGALIA
 JW1605  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1605
 JW1605                         *CURRENT SURVEY CONTROL
 JW1605  ___________________________________________________________________
 JW1605* NAD 83(1995)-  39 40 29.88521(N)    079 58 51.21740(W)     ADJUSTED  
 JW1605* NAVD 88     -       245.4    (meters)     805.     (feet)  VERTCON   
 JW1605  ___________________________________________________________________
 JW1605  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 JW1605  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JW1605
 JW1605  HORZ ORDER  -  FIRST
 JW1605
 JW1605.The horizontal coordinates were established by GPS observations
 JW1605.and adjusted by the National Geodetic Survey in April 1998..
 JW1605
 JW1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1605
 JW1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1605
 JW1605.The geoid height was determined by GEOID03.
 JW1605
 JW1605;                    North         East     Units Scale Factor Converg.
 JW1605;SPC WV N     -   130,552.297   558,743.216   MT  0.99994111   -0 18 24.1
 JW1605;UTM  17      - 4,392,179.157   587,402.514   MT  0.99969405   +0 39 02.4
 JW1605
 JW1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1605!SPC WV N     -   0.99996663  x   0.99994111  =   0.99990774
 JW1605!UTM  17      -   0.99996663  x   0.99969405  =   0.99966069
 JW1605
 JW1605                          SUPERSEDED SURVEY CONTROL
 JW1605
 JW1605  NAD 83(1995)-  39 40 29.89108(N)    079 58 51.22338(W) AD(       ) 1
 JW1605  NGVD 29 (02/08/94)  245.5    (m)          805.     (f) GPS OBS        
 JW1605
 JW1605.Superseded values are not recommended for survey control.
 JW1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1605.See file dsdata.txt to determine how the superseded data were derived.
 JW1605
 JW1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8740392179(NAD 83)
 JW1605_MARKER: DD = SURVEY DISK
 JW1605_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JW1605_SP_SET: CONCRETE ENDWALL OF SEWER PIPE
 JW1605_STAMPING: HUMPHREY 1989
 JW1605_MARK LOGO: USE   
 JW1605_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1605+STABILITY: SURFACE MOTION
 JW1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1605+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JW1605
 JW1605  HISTORY     - Date     Condition        Report By
 JW1605  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1605
 JW1605                          STATION DESCRIPTION
 JW1605
 JW1605'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1605'LOCATED ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 96.5, IN THE
 JW1605'CASS DISTRICT OF MONONGALIA COUNTY, WEST VIRGINIA, ABOUT 0.5 MI
 JW1605'(0.80 KM) UPSTREAM FROM THE MOUTH OF ROBINSON RUN.
 JW1605'TO REACH - FROM THE INTERSECTION OF ROUTE 19 AND ALTERNATE ROUTE 7 IN
 JW1605'THE TOWN OF OSAGE, PROCEED SOUTHEAST ON ALTERNATE ROUTE 7 FOR ABOUT
 JW1605'1.1 MI (1.77 KM) TO THE INTERSECTION OF ALTERNATE ROUTE 7 AND ROUTE
 JW1605'100, TURN LEFT AND PROCEED NORTHEAST ON ROUTE 100 FOR ABOUT 1.2 MI
 JW1605'(1.93 KM) TO THE STATION ON THE RIGHT.
 JW1605'THE STATION IS A STANDARD CORPS OF ENGINEERS BRASS DISK SET IN THE
 JW1605'UPSTREAM END OF A CONCRETE ENDWALL OF AN OVERFLOW PIPE DRAINING THE
 JW1605'SETTLING PONDS OF THE HUMPHREY COAL PLANT.  THE STATION IS ABOUT 600
 JW1605'FT (182.88 M) (182.9 MT) NORTHEAST ALONG ROUTE 100 FROM THE OVERHEAD
 JW1605'CONVEYOR OF THE COAL PLANT WHICH CROSSES ROUTE 100, AND ABOUT 30 FT
 JW1605'(9.14 M) (9.1 MT) RIVERWARD OF ROUTE 100.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2285 ***********************************************************************
 HY2285  DESIGNATION -  HUNAIR
 HY2285  PID         -  HY2285
 HY2285  STATE/COUNTY-  WV/WAYNE
 HY2285  USGS QUAD   -  BURNAUGH (1989)
 HY2285
 HY2285                         *CURRENT SURVEY CONTROL
 HY2285  ___________________________________________________________________
 HY2285* NAD 83(1995)-  38 21 50.10206(N)    082 33 34.23063(W)     ADJUSTED  
 HY2285* NAVD 88     -       274.23   (+/-2cm)     899.7    (feet)  VERTCON   
 HY2285  ___________________________________________________________________
 HY2285  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 HY2285  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY2285
 HY2285  HORZ ORDER  -  THIRD
 HY2285  VERT ORDER  -  THIRD ? (See Below)
 HY2285
 HY2285.This mark is at Tri-State/milton J Ferguson Fld Airport (HTS)
 HY2285
 HY2285.The horizontal coordinates were established by classical geodetic methods
 HY2285.and adjusted by the National Geodetic Survey in April 1998..
 HY2285
 HY2285.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2285.The vertical order pertains to the NGVD 29 superseded value.
 HY2285
 HY2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2285
 HY2285.The geoid height was determined by GEOID03.
 HY2285
 HY2285;                    North         East     Units Scale Factor Converg.
 HY2285;SPC WV S     -   152,526.475   463,720.084   MT  0.99993057   -0 57 50.7
 HY2285;SPC KY1Z     - 1,230,128.243 1,778,767.505   MT  0.99994106   +1 57 31.8
 HY2285;SPC KY1Z     - 4,035,845.74  5,835,839.72   sFT  0.99994106   +1 57 31.8
 HY2285;SPC KY N     -    97,247.825   647,729.626   MT  0.99996370   +1 03 05.8
 HY2285;SPC KY N     -   319,053.91  2,125,092.95   sFT  0.99996370   +1 03 05.8
 HY2285;SPC OH S     -    40,402.786   594,798.672   MT  1.00009311   -0 02 15.9
 HY2285;UTM  17      - 4,247,344.624   363,754.804   MT  0.99982861   -0 58 05.0
 HY2285
 HY2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2285!SPC WV S     -   0.99996215  x   0.99993057  =   0.99989272
 HY2285!SPC KY1Z     -   0.99996215  x   0.99994106  =   0.99990321
 HY2285!SPC KY N     -   0.99996215  x   0.99996370  =   0.99992585
 HY2285!SPC OH S     -   0.99996215  x   1.00009311  =   1.00005525
 HY2285!UTM  17      -   0.99996215  x   0.99982861  =   0.99979076
 HY2285
 HY2285|---------------------------------------------------------------------|
 HY2285| PID    Reference Object                     Distance      Geod. Az  |
 HY2285|                                                           dddmmss.s |
 HY2285| DC2214 HUNAIR RM 1                          24.567 METERS 03712     |
 HY2285| HY2284 AIRPORT BCN TRI STATE AIRPORT         9.566 METERS 04103     |
 HY2285| HY2279 HUNTINGTON RAD STA WHTN TWR         APPROX. 8.1 KM 0661141.0 |
 HY2285| HY2280 HUNTINGTON TV STATION WHTN TWR      APPROX.12.0 KM 0763119.5 |
 HY2285| DC2215 HUNAIR RM 2                          22.414 METERS 21250     |
 HY2285| DC2213 HUNAIR AZ MK                                       3371104.4 |
 HY2285|---------------------------------------------------------------------|
 HY2285
 HY2285                          SUPERSEDED SURVEY CONTROL
 HY2285
 HY2285  NAD 83(1995)-  38 21 50.10251(N)    082 33 34.23117(W) AD(       ) 3
 HY2285  NAD 83(1986)-  38 21 50.10782(N)    082 33 34.23150(W) AD(       ) 3
 HY2285  NAD 27      -  38 21 49.80630(N)    082 33 34.65610(W) AD(       ) 3
 HY2285  NGVD 29 (07/19/86)  274.41   (m)          900.3    (f) LEVELING    3  
 HY2285
 HY2285.Superseded values are not recommended for survey control.
 HY2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2285.See file dsdata.txt to determine how the superseded data were derived.
 HY2285
 HY2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC6375547345(NAD 83)
 HY2285_MARKER: DS = TRIANGULATION STATION DISK
 HY2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2285
 HY2285  HISTORY     - Date     Condition        Report By
 HY2285  HISTORY     - 1957     MONUMENTED       CGS
 HY2285  HISTORY     - 1969     GOOD             CGS
 HY2285  HISTORY     - 1972     GOOD             LOCENG
 HY2285  HISTORY     - 1972     GOOD             LOCENG
 HY2285  HISTORY     - 1975     MARK NOT FOUND   NGS
 HY2285
 HY2285                          STATION DESCRIPTION
 HY2285
 HY2285'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2285'THE STATION IS ABOUT 10 MILES SOUTHWEST OF HUNTINGTON AND 2 MILES
 HY2285'SOUTH OF CEREDO, ON THE HIGHEST PART OF A HILL WHICH IS 1/2 MILE
 HY2285'SOUTH OF THE HUNTINGTON TRI STATE AIRPORT, AT THE AIRPORT BEACON, AND
 HY2285'ON LAND OWNED BY MRS. FANNIE MEADE AND LEASED BY THE HUNTINGTON TRI
 HY2285'STATE AIRPORT.
 HY2285'
 HY2285'TO REACH FROM THE STREET INTERSECTION OF U.S. HIGHWAY 60 AND MAIN
 HY2285'STREET, IN CEREDO, GO SOUTH ON MAIN STREET FOR 0.55 MILE TO HIGH
 HY2285'STREET.  TURN LEFT, GO ABOUT 50 YARDS TO HILL STREET.  TURN RIGHT, GO
 HY2285'SOUTH ON HILL STREET FOR 1.1 MILES TO A ROAD FORK.  TAKE RIGHT FORK,
 HY2285'GO 0.6 MILE TO THE AIRPORT DEPOT.  PASS ALONG THE EAST SIDE OF
 HY2285'DEPOT ONTO THE APRON AND GO SOUTH FOR 0.05 MILE TO THE SOUTH SIDE
 HY2285'OF RUNWAY.  BEAR LEFT, GO SOUTHEAST FOR 0.5 MILE TO TOP OF RIDGE.
 HY2285'BEAR RIGHT AND FOLLOW A TRACK ROAD ALONG RIDGE FOR 0.25 MILE TO
 HY2285'AIRPORT BEACON AND THE STATION.  TO REACH THE AZIMUTH MARK FROM
 HY2285'THE AIRPORT DEPOT, GO WESTERLY ON A BLACK TOP ROAD FOR 0.2 MILE TO
 HY2285'THE HANGAR.  TURN LEFT, GO 0.1 MILE TO A TRACK ROAD ON THE RIGHT.
 HY2285'TURN RIGHT, GO 0.1 MILE TO END OF RUNWAY AND AZIMUTH MARK IN
 HY2285'CONCRETE BASE FOR LIGHT NUMBER 55.
 HY2285'
 HY2285'STATION MARKS ARE STANDARD DISKS STAMPED HUNAIR 1957.  THE SURFACE
 HY2285'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HY2285'30 FEET SOUTHWEST OF THE SOUTHEAST LEG OF BEACON AND 16 FEET SOUTH
 HY2285'OF THE SOUTHWEST LEG OF BEACON.  A STANDARD WITNESS POST WAS SET 10
 HY2285'FEET WEST NORTHWEST OF MARK IN PROPERTY LINE FENCE.  THE UNDERGROUND
 HY2285'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 HY2285'SURFACE OF GROUND.
 HY2285'
 HY2285'REFERENCE MARK NO.1, A STANDARD DISK STAMPED HUNAIR NO 1 1957, IS SET
 HY2285'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 35 FEET
 HY2285'NORTH OF THE NORTHEAST CORNER OF BEACON, 13 FEET WEST OF THE TRACK
 HY2285'ROAD AND 1-1/2 FEET EAST OF THE FENCE LINE.
 HY2285'
 HY2285'REFERENCE MARK NO.2, A STANDARD DISK STAMPED HUNAIR NO 2 1957, IS SET
 HY2285'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 19 FEET
 HY2285'EAST OF THE FENCE LINE AND 6 FEET WEST OF THE TRACK ROAD.
 HY2285'
 HY2285'AZIMUTH MARK, A STANDARD DISK STAMPED HUNAIR 1957, IS CEMENTED IN A
 HY2285'DRILL HOLE IN THE CONCRETE BASE FOR LIGHT NUMBER 55, 27 FEET WEST
 HY2285'NORTHWEST OF THE NORTHWEST END OF RUNWAY AND 1 FOOT SOUTHWEST OF THE
 HY2285'LIGHT.
 HY2285'
 HY2285'HEIGHT OF LIGHT ABOVE STATION MARK 21.93 METERS.
 HY2285
 HY2285                          STATION RECOVERY (1969)
 HY2285
 HY2285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LW)
 HY2285'THE STATION, REFERENCE AND AZIMUTH MARKS WERE ALL FOUND AS DESCRIBED
 HY2285'AND IN GOOD CONDITION.  THE AIRPORT BEACON THAT WAS NEARBY HAS BEEN
 HY2285'DESTROYED.
 HY2285'
 HY2285'THE OLD DESCRIPTION AND TO REACH IS ADEQUATE.
 HY2285'
 HY2285'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HY2285
 HY2285                          STATION RECOVERY (1972)
 HY2285
 HY2285'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (CWT)
 HY2285'HUNAIR RECOVERED FAIR.
 HY2285'
 HY2285'HUNAIR NO 1 RECOVERED FAIR.
 HY2285'
 HY2285'MARKS ARE IN WAY OF CONSTRUCTION AT TRI STATE AIRPORT HUNTINGTON W.V.
 HY2285
 HY2285                          STATION RECOVERY (1972)
 HY2285
 HY2285'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (BT)
 HY2285'HUNAIR RM 1 AND RM 2 WILL BE DESTROYED BY EXPRESSWAY CONSTRUCTION
 HY2285'ON AIRPORT ON OR ABOUT 10/1/72.
 HY2285'
 HY2285'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH OF COREDO,
 HY2285'W.VA. ON TRI-STATE AIRPORT PROPERTY.
 HY2285
 HY2285                          STATION RECOVERY (1975)
 HY2285
 HY2285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JBN)
 HY2285'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED AND IS PRESUMED LOST
 HY2285'DURING CONSTRUCTION OF NEW RUNWAY AND EVENTUAL HANGER SIGHTS.
 HY2285'
 HY2285'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH OF
 HY2285'CEREDO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1872 ***********************************************************************
 JX1872  DESIGNATION -  HUNDRED MICROWAVE TOWER
 JX1872  PID         -  JX1872
 JX1872  STATE/COUNTY-  WV/WETZEL
 JX1872  USGS QUAD   -  HUNDRED (1976)
 JX1872
 JX1872                         *CURRENT SURVEY CONTROL
 JX1872  ___________________________________________________________________
 JX1872* NAD 83(1995)-  39 40 27.17103(N)    080 26 05.84792(W)     ADJUSTED  
 JX1872* NAVD 88     -                                                        
 JX1872  ___________________________________________________________________
 JX1872  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 JX1872  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JX1872
 JX1872  HORZ ORDER  -  THIRD
 JX1872
 JX1872.The horizontal coordinates were established by classical geodetic methods
 JX1872.and adjusted by the National Geodetic Survey in April 1998..
 JX1872
 JX1872
 JX1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1872
 JX1872.The geoid height was determined by GEOID03.
 JX1872
 JX1872;                    North         East     Units Scale Factor Converg.
 JX1872;SPC WV N     -   130,775.565   519,788.396   MT  0.99994109   -0 35 46.6
 JX1872;SPC PA S     -    41,351.816   369,659.045   MT  1.00005062   -1 44 31.1
 JX1872;SPC PA S     -   135,668.42  1,212,789.72   sFT  1.00005062   -1 44 31.1
 JX1872;UTM  17      - 4,391,751.754   548,460.414   MT  0.99962891   +0 21 38.7
 JX1872
 JX1872                          SUPERSEDED SURVEY CONTROL
 JX1872
 JX1872  NAD 83(1986)-  39 40 27.17455(N)    080 26 05.85473(W) AD(       ) 4
 JX1872  NAD 27      -  39 40 26.89200(N)    080 26 06.58400(W) AD(       ) 3
 JX1872
 JX1872.Superseded values are not recommended for survey control.
 JX1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1872.See file dsdata.txt to determine how the superseded data were derived.
 JX1872
 JX1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4846091752(NAD 83)
 JX1872_MARKER: 45 = MICROWAVE TOWER
 JX1872
 JX1872  HISTORY     - Date     Condition        Report By
 JX1872  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX1872
 JX1872                          STATION DESCRIPTION
 JX1872
 JX1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1872'THE STATION IS THE CENTER OF A FLASHING RED LIGHT AT THE TOP
 JX1872'OF THE TOWER.  IT
 JX1872'IS A GUYED THREE LEGGED STEEL STRUCTURE, PAINTED IN ALTERNATE
 JX1872'SECTIONS OF INTERNATIONAL ORANGE AND
 JX1872'WHITE.  IT HAS TWO MICRO REFLECTORS AT THE TOP AND THE
 JX1872'OVERALL HEIGHT IS 200 FEET.  IS IS LOCATED ON
 JX1872'TOP OF A HILL NORTHEAST OF HUNDRED, WEST
 JX1872'VIRGINIA AND IS OWNED AND OPERATED BY THE MANUFACTURERS LIGHT
 JX1872'AND HEAT COMPANY.
 JX1872'
 JX1872'TO REACH FROM THE JUNCTION OF HIGHWAYS 7 AND 250 IN HUNDRED, GO EAST
 JX1872'ON HIGHWAY 250 AND 7 FOR 1.5
 JX1872'MILE TO A SIDE ROAD LEFT AND A ROAD SIDE PARK ON THE LEFT.  TURN LEFT
 JX1872'PASSING TO THE LEFT OF A SCHOOL AND
 JX1872'GO 0.3 MILE TO A FORK, TAKE THE LEFT FORK AND GO
 JX1872'0.5 MILE TO A T-ROAD.  TURN LEFT PASSING THROUGH GATE
 JX1872'AND GO 0.2 MILE TO THE TOWER ON
 JX1872'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3030 ***********************************************************************
 HX3030  DESIGNATION -  HUNT
 HX3030  PID         -  HX3030
 HX3030  STATE/COUNTY-  WV/KANAWHA
 HX3030  USGS QUAD   -  QUICK (1976)
 HX3030
 HX3030                         *CURRENT SURVEY CONTROL
 HX3030  ___________________________________________________________________
 HX3030* NAD 83(1995)-  38 16 57.56413(N)    081 29 31.82454(W)     ADJUSTED  
 HX3030* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 HX3030  ___________________________________________________________________
 HX3030  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 HX3030  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HX3030
 HX3030  HORZ ORDER  -  SECOND
 HX3030
 HX3030.The horizontal coordinates were established by classical geodetic methods
 HX3030.and adjusted by the National Geodetic Survey in April 1998..
 HX3030
 HX3030.The orthometric height was scaled from a topographic map.
 HX3030
 HX3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3030
 HX3030.The geoid height was determined by GEOID03.
 HX3030
 HX3030;                    North         East     Units Scale Factor Converg.
 HX3030;SPC WV S     -   142,474.740   556,940.982   MT  0.99992714   -0 18 15.3
 HX3030;UTM  17      - 4,237,291.667   456,954.742   MT  0.99962282   -0 18 17.7
 HX3030
 HX3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3030!SPC WV S     -   0.99992748  x   0.99992714  =   0.99985463
 HX3030!UTM  17      -   0.99992748  x   0.99962282  =   0.99955033
 HX3030
 HX3030|---------------------------------------------------------------------|
 HX3030| PID    Reference Object                     Distance      Geod. Az  |
 HX3030|                                                           dddmmss.s |
 HX3030| DC3625 HUNT RM 1                             6.827 METERS 21816     |
 HX3030| HX3105 TABLE ROCK RESET                    APPROX.15.0 KM 2254733.4 |
 HX3030| DC3626 HUNT RM 2                             7.511 METERS 33323     |
 HX3030|---------------------------------------------------------------------|
 HX3030
 HX3030                          SUPERSEDED SURVEY CONTROL
 HX3030
 HX3030  NAD 83(1986)-  38 16 57.57275(N)    081 29 31.83106(W) AD(       ) 2
 HX3030  NAD 27      -  38 16 57.20800(N)    081 29 32.40400(W) AD(       ) 2
 HX3030
 HX3030.Superseded values are not recommended for survey control.
 HX3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3030.See file dsdata.txt to determine how the superseded data were derived.
 HX3030
 HX3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5695537292(NAD 83)
 HX3030_MARKER: DS = TRIANGULATION STATION DISK
 HX3030_SETTING: 0 = UNSPECIFIED SETTING
 HX3030
 HX3030  HISTORY     - Date     Condition        Report By
 HX3030  HISTORY     - 1944     MONUMENTED       CGS
 HX3030  HISTORY     - 1956     GOOD             USGS
 HX3030  HISTORY     - 1961     GOOD             CGS
 HX3030  HISTORY     - 19890216 MARK NOT FOUND   LOCENG
 HX3030
 HX3030                          STATION DESCRIPTION
 HX3030
 HX3030'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3030'STATION IS LOCATED ON A PROMINENT TIMBERED HILL WHICH IS HEAVILY
 HX3030'COVERED BY UNDERBRUSH, ABOUT 9 MILES
 HX3030'SE OF CHARLESTON.  IT IS 14 FEET W OF A TRIANGULAR-BLAZED
 HX3030'6-INCH ELM TREE.
 HX3030'
 HX3030'STATION IS MARKED BY A BRONZE STATION DISK SET IN AN IRON
 HX3030'PIPE WHICH
 HX3030'PROJECTS ABOUT 8 INCHES.  IT IS STAMPED HUNT 1944.
 HX3030'UNDERGROUND MARK IS A BRONZE
 HX3030'DISK SET IN THE TOP OF A CONCRETE POST.
 HX3030'
 HX3030'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN AN IRON
 HX3030'PIPE AND IS
 HX3030'STAMPED HUNT NO 1 1944.
 HX3030'
 HX3030'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN AN IRON
 HX3030'PIPE AND IS
 HX3030'STAMPED HUNT NO 2 1944.
 HX3030'
 HX3030'NO SUITABLE SITE WAS AVAILABLE FOR AN AZIMUTH MARK.
 HX3030'
 HX3030'TO REACH THE STATION FROM THE SE JCT. OF U.S. HIGHWAYS 119
 HX3030'AND 21 AND 60 AT
 HX3030'AN A. AND P. MARKET AT CHARLESTON, GO E FOR A DISTANCE
 HX3030'OF 6.1 MILES TO A SURFACED ROAD
 HX3030'SHARP LEFT JUST AFTER CROSSING
 HX3030'A CONCRETE BRIDGE AND AT A ROAD SIGN READING
 HX3030'PUTNEY 13.
 HX3030'TURN LEFT ON THE SURFACED ROAD AND GO 1.15 MILES TO A DIRT
 HX3030'T-ROAD AT
 HX3030'BLAKES GROVERY.  TURN RIGHT ON A DIRT ROAD FOR 0.1 MILE TO
 HX3030'FORKS, KEEP LEFT FORK
 HX3030'FOR 1.45 MILES TO FORKS, TAKE RIGHT FORK
 HX3030'FOR 0.1 MILE, THEN LEFT FORK FOR 0.65
 HX3030'MILE TO A BOARD GATE.  CONTINUE
 HX3030'0.6 MILE TO A GAS WELL ON THE RIGHT.  THEN CONTINUE ON A
 HX3030'TRACK
 HX3030'ROAD FOR 0.35 MILE TO FORKS JUST AFTER PASSING SECOND GAS
 HX3030'WELL.  KEEP LEFT FORK
 HX3030'FOR ABOUT 0.4 MILE TO THE END OF TRUCK
 HX3030'TRAVEL AT A LARGE TRIANGULAR BLAZE ON
 HX3030'THE LEFT AND A SMALL CLEARING
 HX3030'ON THE RIGHT ON A CREEK BANK.  FOLLOW ON FOOT IN THE
 HX3030'CREEK
 HX3030'BED TO THE RIGHT FOR ABOUT 100 FEET, THEN TURN LEFT AT A
 HX3030'T-INTERSECTION OF
 HX3030'CREEKS AND FOLLOW THIS CREEK BED, KEEPING LEFT AT
 HX3030'FORKS FOR ABOUT 0.8
 HX3030'MILE.  TURN RIGHT UP A STEEP GRADE AND FOLLOW
 HX3030'A BRUSHED-OUT TRAIL FOR ABOUT 0.25
 HX3030'MILE TO THE TOP OF HILL
 HX3030'AND STATION.
 HX3030'
 HX3030'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 HX3030
 HX3030                          STATION RECOVERY (1956)
 HX3030
 HX3030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HX3030'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON CLEARED
 HX3030'PROMINENT HILL
 HX3030'WHICH HAS A CLEARED RIGHT-OF-WAY ACROSS IT.  IT IS ABOUT
 HX3030'9 MILES SE OF CHARLESTON, 12 FEET
 HX3030'NE OF BLAZED DOUBLE ELM.
 HX3030'
 HX3030'TO REACH THE STATION FROM THE SE JUNCTION OF U.S. HIGHWAYS 119, 21
 HX3030'AND 60 AT AN A AND
 HX3030'P MARKET AT CHARLESTON, GO E FOR A DISTANCE OF 6.1 MILES
 HX3030'TO A SURFACED ROAD SHARP LEFT JUST
 HX3030'AFTER CROSSING A CONCRETE BRIDGE AND
 HX3030'AT A ROAD SIGN READING PUTNEY 13 MILES.  TURN LEFT ON
 HX3030'THE SURFACED ROAD AND GO 1.15 TO A DIRT T ROAD AT BLAKELYS
 HX3030'GROCERY.  TURN RIGHT ON DIRT ROAD FOR 0.1 MILE TO FORKS, KEEP LEFT
 HX3030'FORK FOR .35 MILE TO T ROAD JUNCTION, TURN LEFT FOR
 HX3030'2.1 MILES TO Y JUNCTION, RIGHT FORK AT Y JUNCTION FOR .7 MILE
 HX3030'TO ROAD FORKS AT GAP, KEEP RIGHT
 HX3030'FOR .85 TO TOP OF HILL AND STATION SITE.
 HX3030
 HX3030                          STATION RECOVERY (1961)
 HX3030
 HX3030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 HX3030'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 HX3030'AND FOUND TO BE IN GOOD
 HX3030'CONDITION.  THE ANGLE BETWEEN THE REFERENCE MARKS DID NOT CHECK-
 HX3030'PUBLISHED ANGLE 115-06-39, OBSERVED
 HX3030'ANGLE 113-39-24.
 HX3030'
 HX3030'A NEW DESCRIPTION AND TO REACH FOLLOWS- THE STATION IS LOCATED ON THE
 HX3030'TOP OF A TIMBER AND BRUSH COVERED
 HX3030'HILL, ABOUT 95 FEET NORTH OF THE NORTH EDGE OF A WIDE CLEARING, 110
 HX3030'FEET NORTH OF THE NORTH EDGE OF A
 HX3030'CONCRETE RADAR BUILDING, 14 FEET WEST A TRIANGULAR BLAZED TREE
 HX3030'AND ABOUT MIDWAY BETWEEN TWO TREES WITH
 HX3030'TRIANGULAR BLAZES.
 HX3030'
 HX3030'TO REACH THE STATION FROM THE SE JCT. OF U.S. HIGHWAYS 119, 21 AND 60
 HX3030'GO EAST ON U.S. 60 FOR 6.1 MILES TO
 HX3030'ROAD RIGHT AND SIGN RENSFORD 5, SINCO 7, PUTNEY 13, TURN RIGHT AND
 HX3030'THEN A SHARP U TURN UNDER HIGHWAY AND
 HX3030'GO EAST FOR 2.1 MILES TO ROAD RIGHT AT BOWLES GENERAL STORE,
 HX3030'TURN RIGHT, CROSSING BRIDGE AND RR, FOR 0.1 MILES
 HX3030'DIRT ROAD LEFT AFTER CROSSING SMALL BRIDGE,
 HX3030'TURN LEFT AND GO 0.3 MILES TO T-ROAD, TURN LEFT ON BLADED ROAD AND
 HX3030'GO 1.25 MILES TO FORKS OF TRACK ROAD,
 HX3030'TAKE RIGHT FORK AND GO 0.6 MILES TO FORK, TAKE RIGHT FORK AND GO 0.25
 HX3030'MILES TO FORKS, TAKE RIGHT FORK,
 HX3030'FOLLOWING PIPELINE CUT, AND GO 0.2 MILES TO WHERE TRACK ROADS BEARS
 HX3030'LEFT UP HILL, TURN LEFT AND FOLLOW TRACK
 HX3030'ROAD FOR 1.35 MILES TO STATION AS DESCRIBED.
 HX3030
 HX3030                          STATION RECOVERY (1989)
 HX3030
 HX3030'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (DDE)
 HX3030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0459 ***********************************************************************
 HY0459  DESIGNATION -  HUNTINGTON
 HY0459  PID         -  HY0459
 HY0459  STATE/COUNTY-  WV/CABELL
 HY0459  USGS QUAD   -  HUNTINGTON (1985)
 HY0459
 HY0459                         *CURRENT SURVEY CONTROL
 HY0459  ___________________________________________________________________
 HY0459* NAD 83(1986)-  38 25 09.     (N)    082 26 42.     (W)     SCALED    
 HY0459* NAVD 88     -       173.389  (meters)     568.86   (feet)  ADJUSTED  
 HY0459  ___________________________________________________________________
 HY0459  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 HY0459  DYNAMIC HT  -         173.272 (meters)     568.48  (feet)  COMP
 HY0459  MODELED GRAV-     979,951.7   (mgal)                       NAVD 88
 HY0459
 HY0459  VERT ORDER  -  FIRST     CLASS II
 HY0459
 HY0459.The horizontal coordinates were scaled from a topographic map and have
 HY0459.an estimated accuracy of +/- 6 seconds.
 HY0459
 HY0459.The orthometric height was determined by differential leveling
 HY0459.and adjusted by the National Geodetic Survey in June 1991..
 HY0459.WARNING-Repeat measurements at this control monument indicate possible
 HY0459.vertical movement.
 HY0459
 HY0459.The geoid height was determined by GEOID03.
 HY0459
 HY0459.The dynamic height is computed by dividing the NAVD 88
 HY0459.geopotential number by the normal gravity value computed on the
 HY0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0459.degrees latitude (g = 980.6199 gals.).
 HY0459
 HY0459.The modeled gravity was interpolated from observed gravity values.
 HY0459
 HY0459;                    North         East    Units  Estimated Accuracy
 HY0459;SPC WV S     -   158,500.      473,820.      MT  (+/- 180 meters Scaled)
 HY0459
 HY0459                          SUPERSEDED SURVEY CONTROL
 HY0459
 HY0459  NGVD 29 (??/??/92)  173.568  (m)          569.45   (f) ADJ UNCH    1 2
 HY0459
 HY0459.Superseded values are not recommended for survey control.
 HY0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0459.See file dsdata.txt to determine how the superseded data were derived.
 HY0459
 HY0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC738533(NAD 83)
 HY0459_MARKER: DB = BENCH MARK DISK
 HY0459_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HY0459_STAMPING: HUNTINGTON 1935
 HY0459_MARK LOGO: CGS   
 HY0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0459+STABILITY: POSITION/ELEVATION WELL
 HY0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0459+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 HY0459
 HY0459  HISTORY     - Date     Condition        Report By
 HY0459  HISTORY     - 1935     MONUMENTED       CGS
 HY0459  HISTORY     - 1956     GOOD             NGS
 HY0459  HISTORY     - 1958     GOOD             NGS
 HY0459  HISTORY     - 1984     GOOD             NGS
 HY0459  HISTORY     - 20040602 GOOD             USPSQD
 HY0459
 HY0459                          STATION DESCRIPTION
 HY0459
 HY0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0459'AT HUNTINGTON.
 HY0459'AT HUNTINGTON, AT INTERSECTION OF FIFTH AVENUE AND EIGHTH STREET,
 HY0459'31 1/2 FEET NORTH OF NORTH CURB OF 5TH AVENUE, 27 FEET EAST
 HY0459'OF EAST CURB OF 8TH STREET, SET VERTICALLY IN THE WEST FACE OF
 HY0459'STONE MASONRY FOUNDATION OF CITY HALL BUILDING, 1 FOOT NORTH
 HY0459'OF SOUTHWEST CORNER OF BUILDING AND 2 1/2 FEET ABOVE GROUND.
 HY0459
 HY0459                          STATION RECOVERY (1958)
 HY0459
 HY0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HY0459'RECOVERED IN GOOD CONDITION.
 HY0459
 HY0459                          STATION RECOVERY (1984)
 HY0459
 HY0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0459'RECOVERED IN GOOD CONDITION.
 HY0459
 HY0459                          STATION RECOVERY (2004)
 HY0459
 HY0459'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 HY0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2281 ***********************************************************************
 HY2281  DESIGNATION -  HUNTINGTON
 HY2281  PID         -  HY2281
 HY2281  STATE/COUNTY-  WV/CABELL
 HY2281  USGS QUAD   -  HUNTINGTON (1985)
 HY2281
 HY2281                         *CURRENT SURVEY CONTROL
 HY2281  ___________________________________________________________________
 HY2281* NAD 83(1995)-  38 22 36.05323(N)    082 25 38.54712(W)     ADJUSTED  
 HY2281* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 HY2281  ___________________________________________________________________
 HY2281  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 HY2281  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HY2281
 HY2281  HORZ ORDER  -  SECOND
 HY2281
 HY2281.The horizontal coordinates were established by classical geodetic methods
 HY2281.and adjusted by the National Geodetic Survey in April 1998..
 HY2281
 HY2281.The orthometric height was scaled from a topographic map.
 HY2281
 HY2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2281
 HY2281.The geoid height was determined by GEOID03.
 HY2281
 HY2281;                    North         East     Units Scale Factor Converg.
 HY2281;SPC WV S     -   153,757.021   475,287.695   MT  0.99993129   -0 52 56.6
 HY2281;SPC OH S     -    41,820.626   606,346.702   MT  1.00008921   +0 02 45.9
 HY2281;UTM  17      - 4,248,574.227   375,321.098   MT  0.99979144   -0 53 10.6
 HY2281
 HY2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2281!SPC WV S     -   0.99995831  x   0.99993129  =   0.99988960
 HY2281!SPC OH S     -   0.99995831  x   1.00008921  =   1.00004751
 HY2281!UTM  17      -   0.99995831  x   0.99979144  =   0.99974975
 HY2281
 HY2281:                Primary Azimuth Mark                     Grid Az
 HY2281:SPC WV S     -  HUNTINGTON AZ MK                         010 33 37.5
 HY2281:SPC OH S     -  HUNTINGTON AZ MK                         009 37 55.0
 HY2281:UTM  17      -  HUNTINGTON AZ MK                         010 33 51.5
 HY2281
 HY2281|---------------------------------------------------------------------|
 HY2281| PID    Reference Object                     Distance      Geod. Az  |
 HY2281|                                                           dddmmss.s |
 HY2281| DC2224 HUNTINGTON AZ MK                                   0094040.9 |
 HY2281| DC2226 HUNTINGTON RM 2                                    09229     |
 HY2281| DC2225 HUNTINGTON RM 1                                    34824     |
 HY2281|---------------------------------------------------------------------|
 HY2281
 HY2281                          SUPERSEDED SURVEY CONTROL
 HY2281
 HY2281  NAD 83(1995)-  38 22 36.05479(N)    082 25 38.54832(W) AD(       ) 2
 HY2281  NAD 83(1986)-  38 22 36.06002(N)    082 25 38.55088(W) AD(       ) 2
 HY2281  NAD 27      -  38 22 35.76400(N)    082 25 39.00600(W) AD(       ) 2
 HY2281
 HY2281.Superseded values are not recommended for survey control.
 HY2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2281.See file dsdata.txt to determine how the superseded data were derived.
 HY2281
 HY2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC7532148574(NAD 83)
 HY2281_MARKER: DS = TRIANGULATION STATION DISK
 HY2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2281
 HY2281  HISTORY     - Date     Condition        Report By
 HY2281  HISTORY     - 1934     MONUMENTED       CGS
 HY2281  HISTORY     - 1953     GOOD             CGS
 HY2281  HISTORY     - 1956     GOOD             USGS
 HY2281
 HY2281                          STATION DESCRIPTION
 HY2281
 HY2281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HY2281'STATION IS ABOUT 3 MILES A LITTLE E OF S OF THE COURTHOUSE AT
 HY2281'HUNTINGTON, ABOUT 50 YARDS W OF U.S. HIGHWAY 52, 0.8 MILE NE OF THE
 HY2281'CABELL WAYNE COUNTY LINE.  IT IS ON KNOLL ABOUT 30 FEET ABOVE
 HY2281'HIGHWAY, 13.3 FEET NNE OF THE NE CORNER OF AN ABANDONED HOUSE
 HY2281'(CONSIDERING HOUSE TO FACE S), AND 33.7 FEET SW OF A 12 INCH WALNUT
 HY2281'TREE.
 HY2281'
 HY2281'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISK SET
 HY2281'IN CONCRETE.
 HY2281'
 HY2281'REFERENCE MARK NO.1 IS NNW OF STATION ON DOWNWARD SLOPE.
 HY2281'
 HY2281'REFERENCE MARK NO.2 IS E OF STATION ON DOWNWARD SLOPE, ABOUT 13 FEET
 HY2281'SSE OF 30 INCH SILVER MAPLE.
 HY2281'
 HY2281'THE AZIMUTH MARK IS A STANDARD DISK SET IN ROCK OUTCROP ON SIDE OF
 HY2281'HIGH BANK, ABOUT 2 FEET HIGHER THAN ROAD BED, 20 FEET E OF CENTER
 HY2281'LINE OF U.S. HIGHWAY 52, ABOUT 0.25 MILE NNE OF STATION.  THIS POINT
 HY2281'IS 0.4 MILE N FROM R.C. PLYBONS STORE.
 HY2281'
 HY2281'TO REACH FROM HUNTINGTON, TAKE U.S. HIGHWAY 52 S FROM DOWN TOWN ABOUT
 HY2281'5-1/2 MILES OR 1.75 MILES BEYOND POINT WHERE PAVEMENT CHANGES FROM
 HY2281'BRICK TO CONCRETE AT CITY LIMIT TO TOP OF GRADE AT R.C. PLYBONS STORE
 HY2281'AND PURE OIL STATION ON LEFT.  COMING FROM WAYNE, THIS POINT IS 1.15
 HY2281'MILES BEYOND THE WAYNE CABELL COUNTY LINE SIGN.  STATION IS ABOUT
 HY2281'50 YARDS W OF HIGHWAY HERE.
 HY2281'
 HY2281'A 4 FOOT STANDARD REQUIRD.
 HY2281
 HY2281                          STATION RECOVERY (1953)
 HY2281
 HY2281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 HY2281'STATION, AZIMUTH MARK AND REFERENCE MARK NO.1 RECOVERED IN GOOD
 HY2281'CONDITION.  REFERENCE MARK NO.2 HAS BEEN DESTROYED.
 HY2281'
 HY2281'DESCRIPTION SHOULD BE CHANGED AS FOLLOWS--
 HY2281'
 HY2281'TAKE 8TH STREET ROAD INSTEAD OF HWY 52 (ROUTE HAS BEEN CHANGED).
 HY2281'STORE IS NOW OWNED BY A MR. SPURLOCK.  THE STATION IS LOCATED IN THE
 HY2281'FRONT YARD OF MR. B.C. WELLINGTON, 50 FEET N OF A LARGE PICTURE
 HY2281'WINDOW IN THE FRONT OF LARGE BRICK HOUSE.  OLD DESCRIPTION OTHERWISE
 HY2281'GOOD.
 HY2281
 HY2281                          STATION RECOVERY (1956)
 HY2281
 HY2281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HY2281'REVISED DESCRIPTION--BEGINNING AT THE JUNCTION OF US 52 AND US 60, GO
 HY2281'SOUTH ON US 52 FOR 2.4 MILES TO JUNCTION OF US 52 AND MILLERS ROAD.
 HY2281'TURN SHARP LEFT GOING NE ON MILLERS ROAD FOR 1.3 MILES.  TURN LEFT
 HY2281'AT THIS JUNCTION FOR 0.5 MILE TO NARROW CONCRETE ROAD (OLD US 52).
 HY2281'TURN RIGHT FOR 1.6 MILES AND TO STATION ON RIGHT.  STATION NOW
 HY2281'PROJECTS 18 INCHES ABOVE GROUND, BUT POSITION IS GOOD, CARE WAS
 HY2281'TAKEN WHEN AREA WAS LANDSCAPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2279 ***********************************************************************
 HY2279  DESIGNATION -  HUNTINGTON RAD STA WHTN TWR
 HY2279  PID         -  HY2279
 HY2279  STATE/COUNTY-  WV/CABELL
 HY2279  USGS QUAD   -  HUNTINGTON (1985)
 HY2279
 HY2279                         *CURRENT SURVEY CONTROL
 HY2279  ___________________________________________________________________
 HY2279* NAD 83(1995)-  38 23 35.46784(N)    082 28 30.44412(W)     ADJUSTED  
 HY2279* NAVD 88     -                                                        
 HY2279  ___________________________________________________________________
 HY2279  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 HY2279  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HY2279
 HY2279  HORZ ORDER  -  THIRD
 HY2279
 HY2279.The horizontal coordinates were established by classical geodetic methods
 HY2279.and adjusted by the National Geodetic Survey in April 1998..
 HY2279
 HY2279
 HY2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2279
 HY2279.The geoid height was determined by GEOID03.
 HY2279
 HY2279;                    North         East     Units Scale Factor Converg.
 HY2279;SPC WV S     -   155,654.002   471,145.264   MT  0.99993229   -0 54 42.9
 HY2279;SPC OH S     -    43,650.545   602,173.442   MT  1.00008424   +0 00 56.8
 HY2279;UTM  17      - 4,250,471.251   371,179.358   MT  0.99980437   -0 54 58.5
 HY2279
 HY2279                          SUPERSEDED SURVEY CONTROL
 HY2279
 HY2279  NAD 83(1995)-  38 23 35.46882(N)    082 28 30.44564(W) AD(       ) 4
 HY2279  NAD 83(1986)-  38 23 35.47355(N)    082 28 30.44698(W) AD(       ) 4
 HY2279  NAD 27      -  38 23 35.17000(N)    082 28 30.88800(W) AD(       ) 3
 HY2279
 HY2279.Superseded values are not recommended for survey control.
 HY2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2279.See file dsdata.txt to determine how the superseded data were derived.
 HY2279
 HY2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC7117950471(NAD 83)
 HY2279_MARKER: 43 = RADIO/TV TOWER
 HY2279
 HY2279  HISTORY     - Date     Condition        Report By
 HY2279  HISTORY     - 1957     FIRST OBSERVED   CGS
 HY2279  HISTORY     - 1963     GOOD             CGS
 HY2279
 HY2279                          STATION DESCRIPTION
 HY2279
 HY2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2279'THE STATION IS THE TOP CENTER OF ANTENNA ATOP THE SLENDER 3 LEGGED
 HY2279'STEEL STRUCTURE WHICH IS 305 FEET IN HEIGHT OVERALL.
 HY2279'
 HY2279'THE STATION IS ABOUT 4 MILES WEST SOUTHWEST OF HUNTINGTON AND ABOUT 2
 HY2279'1/2 MILES SOUTH OF THE OHIO RIVER.
 HY2279
 HY2279                          STATION RECOVERY (1963)
 HY2279
 HY2279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FBM)
 HY2279'THIS STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2280 ***********************************************************************
 HY2280  DESIGNATION -  HUNTINGTON TV STATION WHTN TWR
 HY2280  PID         -  HY2280
 HY2280  STATE/COUNTY-  WV/CABELL
 HY2280  USGS QUAD   -  HUNTINGTON (1985)
 HY2280
 HY2280                         *CURRENT SURVEY CONTROL
 HY2280  ___________________________________________________________________
 HY2280* NAD 83(1995)-  38 23 20.38817(N)    082 25 34.15655(W)     ADJUSTED  
 HY2280* NAVD 88     -                                                        
 HY2280  ___________________________________________________________________
 HY2280  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 HY2280  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HY2280
 HY2280  HORZ ORDER  -  THIRD
 HY2280
 HY2280.The horizontal coordinates were established by classical geodetic methods
 HY2280.and adjusted by the National Geodetic Survey in April 1998..
 HY2280
 HY2280
 HY2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2280
 HY2280.The geoid height was determined by GEOID03.
 HY2280
 HY2280;                    North         East     Units Scale Factor Converg.
 HY2280;SPC WV S     -   155,122.166   475,415.279   MT  0.99993203   -0 52 53.9
 HY2280;SPC OH S     -    43,187.872   606,452.164   MT  1.00008549   +0 02 48.7
 HY2280;UTM  17      - 4,249,939.171   375,448.759   MT  0.99979105   -0 53 08.7
 HY2280
 HY2280                          SUPERSEDED SURVEY CONTROL
 HY2280
 HY2280  NAD 83(1995)-  38 23 20.38970(N)    082 25 34.15812(W) AD(       ) 4
 HY2280  NAD 83(1986)-  38 23 20.39456(N)    082 25 34.15980(W) AD(       ) 4
 HY2280  NAD 27      -  38 23 20.09400(N)    082 25 34.60700(W) AD(       ) 3
 HY2280
 HY2280.Superseded values are not recommended for survey control.
 HY2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2280.See file dsdata.txt to determine how the superseded data were derived.
 HY2280
 HY2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC7544949939(NAD 83)
 HY2280_MARKER: 43 = RADIO/TV TOWER
 HY2280
 HY2280  HISTORY     - Date     Condition        Report By
 HY2280  HISTORY     - 1957     FIRST OBSERVED   CGS
 HY2280  HISTORY     - 1963     GOOD             CGS
 HY2280
 HY2280                          STATION DESCRIPTION
 HY2280
 HY2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2280'THE STATION IS THE LIGHT AT THE TOP CENTER OF THE SLENDER 3 LEGGED
 HY2280'STEEL STRUCTURE WHICH IS 314 FEET IN HEIGHT.
 HY2280'
 HY2280'THE STATION IS ABOUT 2 MILES SOUTH OF HUNTINGTON AND 3/4 MILE
 HY2280'SOUTHWEST OF ALTERNATE STATE HIGHWAY 10.
 HY2280'
 HY2280'THIS TELEVISION TOWER IS OWNED BY WSAZ TV BUT IS NOW LEASED BY WHTN
 HY2280'TV (CHANNEL 13).
 HY2280
 HY2280                          STATION RECOVERY (1963)
 HY2280
 HY2280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FBM)
 HY2280'THIS STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2255 ***********************************************************************
 HY2255  DESIGNATION -  HURRICANE TV WSAZ MICROWAVE
 HY2255  PID         -  HY2255
 HY2255  STATE/COUNTY-  WV/CABELL
 HY2255  USGS QUAD   -  HURRICANE (1989)
 HY2255
 HY2255                         *CURRENT SURVEY CONTROL
 HY2255  ___________________________________________________________________
 HY2255* NAD 83(1995)-  38 26 39.23180(N)    082 03 29.13602(W)     ADJUSTED  
 HY2255* NAVD 88     -                                                        
 HY2255  ___________________________________________________________________
 HY2255  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 HY2255  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HY2255
 HY2255  HORZ ORDER  -  THIRD
 HY2255
 HY2255.The horizontal coordinates were established by classical geodetic methods
 HY2255.and adjusted by the National Geodetic Survey in April 1998..
 HY2255
 HY2255
 HY2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2255
 HY2255.The geoid height was determined by GEOID03.
 HY2255
 HY2255;                    North         East     Units Scale Factor Converg.
 HY2255;SPC WV S     -   160,821.701   507,636.391   MT  0.99993592   -0 39 14.8
 HY2255;UTM  17      - 4,255,635.383   407,664.211   MT  0.99970500   -0 39 28.5
 HY2255
 HY2255                          SUPERSEDED SURVEY CONTROL
 HY2255
 HY2255  NAD 83(1995)-  38 26 39.23424(N)    082 03 29.13830(W) AD(       ) 4
 HY2255  NAD 83(1986)-  38 26 39.23826(N)    082 03 29.14021(W) AD(       ) 4
 HY2255  NAD 27      -  38 26 38.92800(N)    082 03 29.64600(W) AD(       ) 3
 HY2255
 HY2255.Superseded values are not recommended for survey control.
 HY2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2255.See file dsdata.txt to determine how the superseded data were derived.
 HY2255
 HY2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC0766455635(NAD 83)
 HY2255_MARKER: 44 = MICROWAVE MAST
 HY2255
 HY2255  HISTORY     - Date     Condition        Report By
 HY2255  HISTORY     - 1957     FIRST OBSERVED   CGS
 HY2255
 HY2255                          STATION DESCRIPTION
 HY2255
 HY2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2255'THE STATION IS THE LIGHT ATOP AND ON THE SOUTHWEST CORNER OF A
 HY2255'SLENDER, FOUR LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 200
 HY2255'FEET.  IT IS APPROXIMATELY 2.0 MILES NORTH OF CULLODEN AND 3.5 MILES
 HY2255'WEST NORTHWEST OF HURRICANE, ON A HILL KNOWN LOCALLY AS SIGNAL KNOB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1947 ***********************************************************************
 JX1947  DESIGNATION -  HURST
 JX1947  PID         -  JX1947
 JX1947  STATE/COUNTY-  WV/GILMER
 JX1947  USGS QUAD   -  VADIS (1976)
 JX1947
 JX1947                         *CURRENT SURVEY CONTROL
 JX1947  ___________________________________________________________________
 JX1947* NAD 83(1995)-  39 04 07.75570(N)    080 43 35.68207(W)     ADJUSTED  
 JX1947* NAVD 88     -       426.8    (meters)    1400.     (feet)  VERTCON   
 JX1947  ___________________________________________________________________
 JX1947  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 JX1947  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JX1947
 JX1947  HORZ ORDER  -  SECOND
 JX1947
 JX1947.The horizontal coordinates were established by classical geodetic methods
 JX1947.and adjusted by the National Geodetic Survey in April 1998..
 JX1947
 JX1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1947
 JX1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1947
 JX1947.The geoid height was determined by GEOID03.
 JX1947
 JX1947;                    North         East     Units Scale Factor Converg.
 JX1947;SPC WV S     -   229,664.274   623,663.598   MT  1.00004480   +0 10 08.5
 JX1947;SPC WV N     -    63,873.511   493,853.540   MT  0.99998770   -0 46 56.2
 JX1947;UTM  17      - 4,324,449.342   523,653.126   MT  0.99960689   +0 10 20.4
 JX1947
 JX1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1947!SPC WV S     -   0.99993819  x   1.00004480  =   0.99998299
 JX1947!SPC WV N     -   0.99993819  x   0.99998770  =   0.99992589
 JX1947!UTM  17      -   0.99993819  x   0.99960689  =   0.99954511
 JX1947
 JX1947|---------------------------------------------------------------------|
 JX1947| PID    Reference Object                     Distance      Geod. Az  |
 JX1947|                                                           dddmmss.s |
 JX1947| CX4729 HURST RM 1                           22.323 METERS 17343     |
 JX1947| CX4728 HURST AZ MK                                        2281641.7 |
 JX1947| CX4730 HURST RM 2                           26.429 METERS 26451     |
 JX1947|---------------------------------------------------------------------|
 JX1947
 JX1947                          SUPERSEDED SURVEY CONTROL
 JX1947
 JX1947  NAD 83(1986)-  39 04 07.76072(N)    080 43 35.69114(W) AD(       ) 2
 JX1947  NAD 27      -  39 04 07.43910(N)    080 43 36.33070(W) AD(       ) 2
 JX1947  NGVD 29 (07/19/86)  427.0    (m)         1401.     (f) VERT ANG       
 JX1947
 JX1947.Superseded values are not recommended for survey control.
 JX1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1947.See file dsdata.txt to determine how the superseded data were derived.
 JX1947
 JX1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2365324449(NAD 83)
 JX1947_MARKER: DS = TRIANGULATION STATION DISK
 JX1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1947
 JX1947  HISTORY     - Date     Condition        Report By
 JX1947  HISTORY     - 1956     MONUMENTED       CGS
 JX1947
 JX1947                          STATION DESCRIPTION
 JX1947
 JX1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 JX1947'STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF LINN AND ABOUT 1-1/2
 JX1947'MILES WEST OF HURST ON A HEAVILY
 JX1947'TIMBERED EAST-WEST RIDGE AND NEAR THE GILMER-LEWIS COUNTY LINE.
 JX1947'STATION IS 15 FEET NORTHWEST OF
 JX1947'TRIANGLE BLAZED TREE AND 4 FEET NORTHWEST OF WITNESS POST.  THE MARK
 JX1947'PROJECTS ABOUT 4 INCHES AND THE DISK
 JX1947'IS STAMPED HURST 1956.
 JX1947'
 JX1947'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF HILL.  THE MARK
 JX1947'PROJECTS ABOUT 3 INCHES AND THE
 JX1947'DISK IS STAMPED HURST NO 1 1956.
 JX1947'
 JX1947'REFERENCE MARK NO. 2 IS 15 FEET SOUTH OF THE APPROXIMATE CENTER OF
 JX1947'TRACK ROAD AND 10 FEET EAST OF
 JX1947'CLEARED LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 JX1947'STAMPED HURST NO 2 1956.
 JX1947'
 JX1947'AZIMUTH MARK IS 8 FEET NORTHEAST OF WITNESS POST AND SET IN A LONE
 JX1947'ROCK.  THE DISK IS STAMPED
 JX1947'HURST 1956.
 JX1947'
 JX1947'TO REACH FROM THE POST OFFICE IN TROY GO NORTHWEST ON STATE HIGHWAY
 JX1947'47 FOR 0.55 MILE TO THE JUNCTION
 JX1947'OF STATE HIGHWAY 18.  KEEP STRAIGHT AHEAD ON STATE HIGHWAY 18 FOR
 JX1947'1.55 MILES TO A SIDE ROAD RIGHT.
 JX1947'TURN RIGHT ON GRAVEL ROAD UP LITTLE COVE CREEK FOR 2.5 MILES
 JX1947'TO A DRIVEWAY ON RIGHT.  TURN RIGHT ON DRIVEWAY
 JX1947'AND GO DOWN HILL FOR 0.15 MILE TO A GATE
 JX1947'AT FARM BUILDINGS OF PERRY MCQUAIN.  PASS THROUGH TWO BOARD GATES
 JX1947'AND FOLLOW TRACK ROAD UP THE MAIN
 JX1947'HOLLOW FOR 0.25 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE FOR
 JX1947'0.45 MILE TO AZIMUTH MARK ON RIGHT
 JX1947'JUST BEFORE REACHING A CONCRETE WATER TANK.  AZIMUTH MARK IS
 JX1947'ABOUT 100 YARDS UP HILL IN THE ONLY ROCK
 JX1947'THAT IS VISIBLE.  CONTINUE FOR 0.15 MILE TO A
 JX1947'WIRE GATE.  PASS THROUGH GATE AND CONTINUE ON WOODS ROAD
 JX1947'FOR 0.3 MILE TO A REVERSE FORK ON
 JX1947'RIGHT.  KEEP STRAIGHT AHEAD ON THE MAIN ROAD FOR 0.75 MILE TO TRACK
 JX1947'ROAD LEFT JUST BEFORE REACHING GAS
 JX1947'WELL.  BEAR LEFT ON TRACK ROAD FOR 0.05 MILE TO HIGHEST POINT AND
 JX1947'STATION.  A FOUR WHEEL DRIVE VEHICLE
 JX1947'NECESSARY TO REACH STATION FROM AZIMUTH MARK.
 JX1947'
 JX1947'THE AZIMUTH MARK IS NOT V.G.
 JX1947'
 JX1947'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2086 ***********************************************************************
 HW2086  DESIGNATION -  HUTTONS
 HW2086  PID         -  HW2086
 HW2086  STATE/COUNTY-  WV/RANDOLPH
 HW2086  USGS QUAD   -  MILL CREEK (1995)
 HW2086
 HW2086                         *CURRENT SURVEY CONTROL
 HW2086  ___________________________________________________________________
 HW2086* NAD 83(1995)-  38 43 02.36825(N)    079 58 37.95529(W)     ADJUSTED  
 HW2086* NAVD 88     -       631.737  (meters)    2072.62   (feet)  ADJUSTED  
 HW2086  ___________________________________________________________________
 HW2086  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 HW2086  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HW2086  DYNAMIC HT  -         631.273 (meters)    2071.10  (feet)  COMP
 HW2086  MODELED GRAV-     979,871.6   (mgal)                       NAVD 88
 HW2086
 HW2086  HORZ ORDER  -  THIRD
 HW2086  VERT ORDER  -  FIRST     CLASS II
 HW2086
 HW2086.The horizontal coordinates were established by classical geodetic methods
 HW2086.and adjusted by the National Geodetic Survey in April 1998..
 HW2086
 HW2086.The orthometric height was determined by differential leveling
 HW2086.and adjusted by the National Geodetic Survey in June 1991..
 HW2086
 HW2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW2086
 HW2086.The geoid height was determined by GEOID03.
 HW2086
 HW2086.The dynamic height is computed by dividing the NAVD 88
 HW2086.geopotential number by the normal gravity value computed on the
 HW2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2086.degrees latitude (g = 980.6199 gals.).
 HW2086
 HW2086.The modeled gravity was interpolated from observed gravity values.
 HW2086
 HW2086;                    North         East     Units Scale Factor Converg.
 HW2086;SPC WV S     -   191,099.180   688,947.516   MT  0.99996885   +0 37 56.2
 HW2086;UTM  17      - 4,285,904.974   588,917.550   MT  0.99969736   +0 38 23.2
 HW2086
 HW2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW2086!SPC WV S     -   0.99990571  x   0.99996885  =   0.99987457
 HW2086!UTM  17      -   0.99990571  x   0.99969736  =   0.99960310
 HW2086
 HW2086|---------------------------------------------------------------------|
 HW2086| PID    Reference Object                     Distance      Geod. Az  |
 HW2086|                                                           dddmmss.s |
 HW2086| HW2084 HUTTONS RM 1                          7.764 METERS 04416     |
 HW2086| HW2087 HUTTONS AZ MK                                      1622742.1 |
 HW2086| HW2085 HUTTONS RM 2                          7.727 METERS 30954     |
 HW2086|---------------------------------------------------------------------|
 HW2086
 HW2086                          SUPERSEDED SURVEY CONTROL
 HW2086
 HW2086  NAD 83(1995)-  38 43 02.37643(N)    079 58 37.96912(W) AD(       ) 3
 HW2086  NAD 83(1986)-  38 43 02.37647(N)    079 58 37.96908(W) AD(       ) 3
 HW2086  NAD 27      -  38 43 01.98460(N)    079 58 38.71720(W) AD(       ) 3
 HW2086  NGVD 29 (??/??/92)  631.890  (m)         2073.13   (f) ADJ UNCH    1 2
 HW2086
 HW2086.Superseded values are not recommended for survey control.
 HW2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2086.See file dsdata.txt to determine how the superseded data were derived.
 HW2086
 HW2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC8891885905(NAD 83)
 HW2086_MARKER: DB = BENCH MARK DISK
 HW2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2086_STAMPING: HUTTONS 1957
 HW2086_MARK LOGO: CGS   
 HW2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2086+STABILITY: SURFACE MOTION
 HW2086
 HW2086  HISTORY     - Date     Condition        Report By
 HW2086  HISTORY     - 1957     MONUMENTED       CGS
 HW2086  HISTORY     - 1962     GOOD             NGS
 HW2086  HISTORY     - 1983     GOOD             NGS
 HW2086
 HW2086                          STATION DESCRIPTION
 HW2086
 HW2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW2086'THE STATION IS IN THE LAWN AT THE TYGART VALLEY PRESBYTERIAN CHURCH
 HW2086'WHICH IS AT THE NORTH EDGE
 HW2086'OF THE TOWN OF HUTTONSVILLE, WEST VIRGINIA.
 HW2086'
 HW2086'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NOS. 219 AND 250, IN
 HW2086'HUTTONSVILLE, GO NORTH ON
 HW2086'HIGHWAYS 219-250 FOR 0.3 MILE TO CHURCH AND THE STATION ON THE LEFT.
 HW2086'
 HW2086'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS NOS. 219
 HW2086'AND 250, IN HUTTONSVILLE,
 HW2086'GO NORTH ON HIGHWAYS 219-250 FOR 0.1 MILE TO A HARD SURFACED STREET
 HW2086'ON THE RIGHT.  TURN RIGHT, GO
 HW2086'EASTERLY, KEEPING STRAIGHT AHEAD AT STREET INTERSECTIONS,
 HW2086'AND GO 0.15 MILE TO A T-ROAD JUNCTION.  TURN
 HW2086'LEFT, GO 0.05 MILE TO A DRIVEWAY ON THE
 HW2086'RIGHT.  TURN RIGHT, AND FOLLOW DRIVEWAY FOR 0.1 MILE TO A HOUSE
 HW2086'ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 HW2086'ON THE RIGHT.
 HW2086'
 HW2086'SURFACE MARKS ARE STANDARD DISKS STAMPED HUTTONS 1957.  THE SURFACE
 HW2086'DISK IS SET IN A ROUND
 HW2086'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 115 FEET
 HW2086'SOUTH- SOUTHEAST OF THE SOUTH
 HW2086'CORNER OF CHURCH, 60 FEET NORTHWEST OF THE CENTER LINE OF
 HW2086'HIGHWAY, AND 15 FEET NORTHEAST OF A TREE
 HW2086'WHICH IS 4 FEET IN DIAMETER.  THE UNDERGROUND
 HW2086'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 33 INCHES
 HW2086'BELOW THE SURFACE OF THE GROUND.
 HW2086'
 HW2086'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HUTTONS NO 1 1957, IS
 HW2086'SET IN A SQUARE CONCRETE
 HW2086'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 57 FEET NORTHWEST
 HW2086'OF THE CENTER LINE OF HIGHWAY AND
 HW2086'40 FEET NORTH OF THE TREE WHICH IS 4 FEET IN DIAMETER.
 HW2086'
 HW2086'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HUTTONS NO 2 1957, IS
 HW2086'SET IN A SQUARE CONCRETE
 HW2086'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 95 FEET SOUTH OF
 HW2086'THE SOUTH CORNER OF CHURCH, AND 34
 HW2086'FEET NORTH-NORTHWEST OF THE TREE 4 FEET IN DIAMETER.
 HW2086'
 HW2086'AZIMUTH MARK, A STANDARD DISK STAMPED HUTTONS 1957, IS SET IN A
 HW2086'CONCRETE POST WHICH
 HW2086'PROJECTS 4 INCHES.  IT IS 65 FEET WEST OF THE WEST CORNER OF HOUSE,
 HW2086'29 FEET SOUTHWEST OF THE
 HW2086'CENTER OF DRIVEWAY, AND 1 FOOT NORTHEAST OF A POWER LINE POLE.  A
 HW2086'STANDARD WITNESS POST WAS SET 1
 HW2086'FOOT NORTHEAST OF MARK.  THE AZIMUTH MARK IS ON THE
 HW2086'PROPERTY OF THE MARYLAND WESTERN RAILROAD COMPANY.
 HW2086'
 HW2086'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 HW2086
 HW2086                          STATION RECOVERY (1962)
 HW2086
 HW2086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HW2086'AT HUTTONSVILLE.
 HW2086'AT HUTTONSVILLE, ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 219
 HW2086'AND 250 FROM THE POST OFFICE, SET AT THE SOUTHEAST EDGE OF A
 HW2086'CHURCH LAWN, 114 FEET SOUTH OF THE SOUTH CORNER OF THE CHURCH,
 HW2086'60 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 HW2086'NORTHEAST OF A 4-FOOT OAK TREE, 123 1/2 FEET NORTHEAST OF
 HW2086'THE CENTER LINE OF A PRIVATE DRIVE LEADING TO A SMALL HOUSE AND
 HW2086'TO THE CHURCH PARKING LOT, ABOUT 25 FEET ABOVE THE LEVEL OF
 HW2086'THE HIGHWAY, AND IS SET IN THE TOP OF A CONCRETE POST THAT IS
 HW2086'FLUSH WITH THE GROUND.
 HW2086
 HW2086                          STATION RECOVERY (1983)
 HW2086
 HW2086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2087 ***********************************************************************
 HW2087  DESIGNATION -  HUTTONS AZ MK
 HW2087  PID         -  HW2087
 HW2087  STATE/COUNTY-  WV/RANDOLPH
 HW2087  USGS QUAD   -  MILL CREEK (1995)
 HW2087
 HW2087                         *CURRENT SURVEY CONTROL
 HW2087  ___________________________________________________________________
 HW2087* NAD 83(1986)-  38 42 47.     (N)    079 58 31.     (W)     SCALED    
 HW2087* NAVD 88     -       617.045  (meters)    2024.42   (feet)  ADJUSTED  
 HW2087  ___________________________________________________________________
 HW2087  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HW2087  DYNAMIC HT  -         616.591 (meters)    2022.93  (feet)  COMP
 HW2087  MODELED GRAV-     979,871.7   (mgal)                       NAVD 88
 HW2087
 HW2087  VERT ORDER  -  SECOND    CLASS 0
 HW2087
 HW2087.The horizontal coordinates were scaled from a topographic map and have
 HW2087.an estimated accuracy of +/- 6 seconds.
 HW2087
 HW2087.The orthometric height was determined by differential leveling
 HW2087.and adjusted by the National Geodetic Survey in June 1991..
 HW2087
 HW2087.The geoid height was determined by GEOID03.
 HW2087
 HW2087.The dynamic height is computed by dividing the NAVD 88
 HW2087.geopotential number by the normal gravity value computed on the
 HW2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2087.degrees latitude (g = 980.6199 gals.).
 HW2087
 HW2087.The modeled gravity was interpolated from observed gravity values.
 HW2087
 HW2087;                    North         East    Units  Estimated Accuracy
 HW2087;SPC WV S     -   190,630.      689,120.      MT  (+/- 180 meters Scaled)
 HW2087
 HW2087                          SUPERSEDED SURVEY CONTROL
 HW2087
 HW2087  NGVD 29 (??/??/92)  617.197  (m)         2024.92   (f) ADJ UNCH    2 0
 HW2087
 HW2087.Superseded values are not recommended for survey control.
 HW2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2087.See file dsdata.txt to determine how the superseded data were derived.
 HW2087
 HW2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC890854(NAD 83)
 HW2087_MARKER: DZ = AZIMUTH MARK DISK
 HW2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2087_STAMPING: HUTTONS 1957
 HW2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2087+STABILITY: SURFACE MOTION
 HW2087
 HW2087  HISTORY     - Date     Condition        Report By
 HW2087  HISTORY     - 1957     MONUMENTED       CGS
 HW2087  HISTORY     - 1962     GOOD             NGS
 HW2087  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2087
 HW2087                          STATION DESCRIPTION
 HW2087
 HW2087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW2087'AT HUTTONSVILLE.
 HW2087'AT HUTTONSVILLE, ABOUT 0.05 MILE NORTH ALONG U.S. HIGHWAY 219
 HW2087'AND 250 FROM THE POST OFFICE, THENCE 0.1 MILE EAST ALONG A
 HW2087'BLACK TOP STREET, THENCE 125 YARDS NORTH ACROSS A PASTURE FIELD,
 HW2087'SET ON THE PROPERTY PRESENTLY OWNED BY THE WESTERN MARYLAND
 HW2087'RAILWAY, 65 1/2 FEET WEST OF THE WEST CORNER OF A GREEN BUILDING
 HW2087'(WOODEN), 29 FEET SOUTHWEST OF THE CENTER LINE OF A FARM ROAD,
 HW2087'1.8 FEET NORTHEAST OF A POWER POLE, 1 1/2 FEET SOUTHEAST OF A
 HW2087'WOODEN 4-BY 4-INCH WITNESS POST, AND IS SET IN THE TOP OF A
 HW2087'CONCRETE POST THAT IS PROJECTING ABOUT 4-INCHES.
 HW2087
 HW2087                          STATION RECOVERY (1983)
 HW2087
 HW2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2087'NOT RECOVERED, DESCRIPTION NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2084 ***********************************************************************
 HW2084  DESIGNATION -  HUTTONS RM 1
 HW2084  PID         -  HW2084
 HW2084  STATE/COUNTY-  WV/RANDOLPH
 HW2084  USGS QUAD   -  MILL CREEK (1995)
 HW2084
 HW2084                         *CURRENT SURVEY CONTROL
 HW2084  ___________________________________________________________________
 HW2084* NAD 83(1986)-  38 43 02.     (N)    079 58 38.     (W)     SCALED    
 HW2084* NAVD 88     -       631.819  (meters)    2072.89   (feet)  ADJUSTED  
 HW2084  ___________________________________________________________________
 HW2084  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HW2084  DYNAMIC HT  -         631.354 (meters)    2071.37  (feet)  COMP
 HW2084  MODELED GRAV-     979,871.6   (mgal)                       NAVD 88
 HW2084
 HW2084  VERT ORDER  -  SECOND    CLASS 0
 HW2084
 HW2084.The horizontal coordinates were scaled from a topographic map and have
 HW2084.an estimated accuracy of +/- 6 seconds.
 HW2084
 HW2084.The orthometric height was determined by differential leveling
 HW2084.and adjusted by the National Geodetic Survey in June 1991..
 HW2084
 HW2084.The geoid height was determined by GEOID03.
 HW2084
 HW2084.The dynamic height is computed by dividing the NAVD 88
 HW2084.geopotential number by the normal gravity value computed on the
 HW2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2084.degrees latitude (g = 980.6199 gals.).
 HW2084
 HW2084.The modeled gravity was interpolated from observed gravity values.
 HW2084
 HW2084;                    North         East    Units  Estimated Accuracy
 HW2084;SPC WV S     -   191,090.      688,950.      MT  (+/- 180 meters Scaled)
 HW2084
 HW2084                          SUPERSEDED SURVEY CONTROL
 HW2084
 HW2084  NGVD 29 (??/??/92)  631.973  (m)         2073.40   (f) ADJ UNCH    2 0
 HW2084
 HW2084.Superseded values are not recommended for survey control.
 HW2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2084.See file dsdata.txt to determine how the superseded data were derived.
 HW2084
 HW2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC889858(NAD 83)
 HW2084_MARKER: DR = REFERENCE MARK DISK
 HW2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2084_STAMPING: HUTTONS NO 1 1957
 HW2084_MARK LOGO: CGS   
 HW2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2084+STABILITY: SURFACE MOTION
 HW2084
 HW2084  HISTORY     - Date     Condition        Report By
 HW2084  HISTORY     - 1957     MONUMENTED       CGS
 HW2084  HISTORY     - 1962     GOOD             NGS
 HW2084  HISTORY     - 1983     GOOD             NGS
 HW2084
 HW2084                          STATION DESCRIPTION
 HW2084
 HW2084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW2084'AT HUTTONSVILLE.
 HW2084'AT HUTTONSVILLE, ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 219
 HW2084'AND 250 FROM THE POST OFFICE, SET AT THE SOUTHEAST EDGE OF A
 HW2084'CHURCH LAWN, 57 FEET NORTHWEST OF THE CENTER LINE OF THE
 HW2084'HIGHWAY, 40 FEET NORTHEAST OF A 4-FOOT OAK TREE, 25 1/2 FEET
 HW2084'NORTHEAST OF THE STATION MARK, ABOUT 25 FEET ABOVE THE LEVEL OF
 HW2084'THE HIGHWAY, AND IS SET IN THE TOP OF A CONCRETE POST THAT IS
 HW2084'FLUSH WITH THE GROUND.
 HW2084
 HW2084                          STATION RECOVERY (1983)
 HW2084
 HW2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2084'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2085 ***********************************************************************
 HW2085  DESIGNATION -  HUTTONS RM 2
 HW2085  PID         -  HW2085
 HW2085  STATE/COUNTY-  WV/RANDOLPH
 HW2085  USGS QUAD   -  MILL CREEK (1995)
 HW2085
 HW2085                         *CURRENT SURVEY CONTROL
 HW2085  ___________________________________________________________________
 HW2085* NAD 83(1986)-  38 43 02.     (N)    079 58 38.     (W)     SCALED    
 HW2085* NAVD 88     -       633.081  (meters)    2077.03   (feet)  ADJUSTED  
 HW2085  ___________________________________________________________________
 HW2085  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HW2085  DYNAMIC HT  -         632.615 (meters)    2075.50  (feet)  COMP
 HW2085  MODELED GRAV-     979,871.6   (mgal)                       NAVD 88
 HW2085
 HW2085  VERT ORDER  -  SECOND    CLASS 0
 HW2085
 HW2085.The horizontal coordinates were scaled from a topographic map and have
 HW2085.an estimated accuracy of +/- 6 seconds.
 HW2085
 HW2085.The orthometric height was determined by differential leveling
 HW2085.and adjusted by the National Geodetic Survey in June 1991..
 HW2085
 HW2085.The geoid height was determined by GEOID03.
 HW2085
 HW2085.The dynamic height is computed by dividing the NAVD 88
 HW2085.geopotential number by the normal gravity value computed on the
 HW2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2085.degrees latitude (g = 980.6199 gals.).
 HW2085
 HW2085.The modeled gravity was interpolated from observed gravity values.
 HW2085
 HW2085;                    North         East    Units  Estimated Accuracy
 HW2085;SPC WV S     -   191,090.      688,950.      MT  (+/- 180 meters Scaled)
 HW2085
 HW2085                          SUPERSEDED SURVEY CONTROL
 HW2085
 HW2085  NGVD 29 (??/??/92)  633.234  (m)         2077.54   (f) ADJ UNCH    2 0
 HW2085
 HW2085.Superseded values are not recommended for survey control.
 HW2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2085.See file dsdata.txt to determine how the superseded data were derived.
 HW2085
 HW2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC889858(NAD 83)
 HW2085_MARKER: DR = REFERENCE MARK DISK
 HW2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2085_STAMPING: HUTTONS NO 2 1957
 HW2085_MARK LOGO: CGS   
 HW2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2085+STABILITY: SURFACE MOTION
 HW2085
 HW2085  HISTORY     - Date     Condition        Report By
 HW2085  HISTORY     - 1957     MONUMENTED       CGS
 HW2085  HISTORY     - 1962     GOOD             NGS
 HW2085  HISTORY     - 1983     GOOD             NGS
 HW2085
 HW2085                          STATION DESCRIPTION
 HW2085
 HW2085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW2085'AT HUTTONSVILLE.
 HW2085'AT HUTTONSVILLE, ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 219
 HW2085'AND 250 FROM THE POST OFFICE, SET AT THE SOUTHEAST EDGE OF A
 HW2085'CHURCH LAWN, 85 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 HW2085'HIGHWAY, 93 FEET SOUTH OF THE SOUTH CORNER OF THE CHURCH, 34
 HW2085'FEET NORTH-NORTHWEST OF A 4-FOOT OAK TREE, 24.6 FEET NORTHWEST
 HW2085'OF THE STATION MARK, ABOUT 25 FEET ABOVE THE LEVEL OF THE
 HW2085'HIGHWAY, AND IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 HW2085'WITH THE GROUND.
 HW2085
 HW2085                          STATION RECOVERY (1983)
 HW2085
 HW2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2085'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3583 ***********************************************************************
 HW3583  DESIGNATION -  HUTTONSVILLE MED SEC PRISON TK
 HW3583  PID         -  HW3583
 HW3583  STATE/COUNTY-  WV/RANDOLPH
 HW3583  USGS QUAD   -  MILL CREEK (1995)
 HW3583
 HW3583                         *CURRENT SURVEY CONTROL
 HW3583  ___________________________________________________________________
 HW3583* NAD 83(1995)-  38 41 27.17575(N)    079 58 54.18514(W)     ADJUSTED  
 HW3583* NAVD 88     -                                                        
 HW3583  ___________________________________________________________________
 HW3583  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 HW3583  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HW3583
 HW3583  HORZ ORDER  -  THIRD
 HW3583
 HW3583.The horizontal coordinates were established by classical geodetic methods
 HW3583.and adjusted by the National Geodetic Survey in April 1998..
 HW3583
 HW3583
 HW3583.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3583
 HW3583.The geoid height was determined by GEOID03.
 HW3583
 HW3583;                    North         East     Units Scale Factor Converg.
 HW3583;SPC WV S     -   188,159.775   688,587.714   MT  0.99996467   +0 37 46.2
 HW3583;UTM  17      - 4,282,966.317   588,558.219   MT  0.99969657   +0 38 11.7
 HW3583
 HW3583                          SUPERSEDED SURVEY CONTROL
 HW3583
 HW3583  NAD 83(1986)-  38 41 27.18109(N)    079 58 54.19715(W) AD(       ) 4
 HW3583  NAD 27      -  38 41 26.78600(N)    079 58 54.94700(W) AD(       ) 3
 HW3583
 HW3583.Superseded values are not recommended for survey control.
 HW3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3583.See file dsdata.txt to determine how the superseded data were derived.
 HW3583
 HW3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC8855882966(NAD 83)
 HW3583_MARKER: 51 = TANK
 HW3583
 HW3583  HISTORY     - Date     Condition        Report By
 HW3583  HISTORY     - 1957     FIRST OBSERVED   CGS
 HW3583
 HW3583                          STATION DESCRIPTION
 HW3583
 HW3583'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9349 ***********************************************************************
 AA9349  FBN         -  This is a Federal Base Network Control Station.
 AA9349  PACS        -  This is a Primary Airport Control Station.
 AA9349  DESIGNATION -  I07 A
 AA9349  PID         -  AA9349
 AA9349  STATE/COUNTY-  WV/NICHOLAS
 AA9349  USGS QUAD   -  MOUNT NEBO (1976)
 AA9349
 AA9349                         *CURRENT SURVEY CONTROL
 AA9349  ___________________________________________________________________
 AA9349* NAD 83(1995)-  38 13 53.86214(N)    080 52 15.93718(W)     ADJUSTED  
 AA9349* NAVD 88     -       552.17   (meters)    1811.6    (feet)  GPS OBS   
 AA9349  ___________________________________________________________________
 AA9349  EPOCH DATE  -        1995.00
 AA9349  X           -     795,973.197 (meters)                     COMP
 AA9349  Y           -  -4,953,423.012 (meters)                     COMP
 AA9349  Z           -   3,925,994.246 (meters)                     COMP
 AA9349  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 AA9349  ELLIP HEIGHT-         520.69  (meters)          (04/23/01) GPS OBS
 AA9349  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 AA9349
 AA9349  HORZ ORDER  -  B
 AA9349  ELLP ORDER  -  FOURTH    CLASS I
 AA9349
 AA9349.This mark is at Summerville Airport (I07)
 AA9349
 AA9349.The horizontal coordinates were established by GPS observations
 AA9349.and adjusted by the National Geodetic Survey in December 1995..
 AA9349.The horizontal coordinates are valid at the epoch date displayed above.
 AA9349.The epoch date for horizontal control is a decimal equivalence
 AA9349.of Year/Month/Day.
 AA9349
 AA9349.The orthometric height was determined by GPS observations and a
 AA9349.high-resolution geoid model.
 AA9349
 AA9349.GPS derived orthometric heights for airport stations designated as
 AA9349.PACS or SACS are published to 2 decimal places.  This maintains
 AA9349.centimeter relative accuracy between the PACS and SACS.  It does
 AA9349.not indicate centimeter accuracy relative to other marks which are
 AA9349.part of the NAVD 88 network.
 AA9349
 AA9349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9349
 AA9349.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9349
 AA9349.The ellipsoidal height was determined by GPS observations
 AA9349.and is referenced to NAD 83.
 AA9349
 AA9349.The geoid height was determined by GEOID03.
 AA9349
 AA9349;                    North         East     Units Scale Factor Converg.
 AA9349;SPC WV S     -   136,704.462   611,285.618   MT  0.99992602   +0 04 46.9
 AA9349;UTM  17      - 4,231,523.031   511,281.944   MT  0.99960157   +0 04 47.2
 AA9349
 AA9349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9349!SPC WV S     -   0.99991831  x   0.99992602  =   0.99984433
 AA9349!UTM  17      -   0.99991831  x   0.99960157  =   0.99951991
 AA9349
 AA9349:                Primary Azimuth Mark                     Grid Az
 AA9349:SPC WV S     -  SUMPORT                                  040 44 38.4
 AA9349:UTM  17      -  SUMPORT                                  040 44 38.1
 AA9349
 AA9349|---------------------------------------------------------------------|
 AA9349| PID    Reference Object                     Distance      Geod. Az  |
 AA9349|                                                           dddmmss.s |
 AA9349| HX3158 SUMPORT                             476.479 METERS 0404925.3 |
 AA9349| HX3161 SUMPORT AZ MK                       425.090 METERS 2120901.5 |
 AA9349|---------------------------------------------------------------------|
 AA9349
 AA9349                          SUPERSEDED SURVEY CONTROL
 AA9349
 AA9349  ELLIP H (12/04/95)  520.73   (m)                       GP(1995.00) 4 1
 AA9349
 AA9349.Superseded values are not recommended for survey control.
 AA9349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9349.See file dsdata.txt to determine how the superseded data were derived.
 AA9349
 AA9349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC1128231523(NAD 83)
 AA9349_MARKER: I = METAL ROD
 AA9349_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9349_STAMPING: I07 A 1995
 AA9349_MARK LOGO: NGS   
 AA9349_PROJECTION: RECESSED 3 CENTIMETERS
 AA9349_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9349+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 AA9349_ROD/PIPE-DEPTH: 4.80 meters
 AA9349_SLEEVE-DEPTH  : 0.80 meters
 AA9349
 AA9349  HISTORY     - Date     Condition        Report By
 AA9349  HISTORY     - 1995     MONUMENTED       NGS
 AA9349  HISTORY     - 1995     GOOD             NGS
 AA9349  HISTORY     - 20000223 GOOD             NGS
 AA9349
 AA9349                          STATION DESCRIPTION
 AA9349
 AA9349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AA9349'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTH-SOUTHWEST OF
 AA9349'SUMMERSVILLE AT THE SUMMERSVILLE AIRPORT, NEAR MIDFIELD IN A GRASS
 AA9349'STRIP BETWEEN THE RUNWAY AND A CUT BANK, IN LINE WITH THE FIFTH SET OF
 AA9349'RUNWAY LIGHTS SOUTHWEST FROM THE MAIN RAMP AND ACROSS THE RUNWAY FROM
 AA9349'A SMALL CLEARING IN THE WOODS.  OWNERSHIP--US ARMY CORPS OF ENGINEERS
 AA9349'AND IS LEASED BY THE COUNTY.  AIRPORT MANAGER IS GERALD L. RADER II,
 AA9349'602 LINCOLN STREET, SUMMERSVILLE WV 26651, PHONE 304-872-3660.  TO
 AA9349'REACH FROM THE JUNCTION OF US HIGHWAY 19 AND STATE HIGHWAY 41 AT THE
 AA9349'SOUTHEAST EDGE OF SUMMERSVILLE, GO SOUTHWEST ON HIGHWAYS 19 AND 41 FOR
 AA9349'1.6 KM (1.00 MI) TO A PAVED ROAD RIGHT, AIRPORT ROAD.  TURN RIGHT,
 AA9349'WEST ON AIRPORT ROAD FOR 3.1 KM (1.90 MI) TO A Y-JUNCTION.  TURN LEFT,
 AA9349'SOUTHEASTERLY ON THE ROAD FOR 0.9 KM (0.55 MI) TO A PAVED ROAD RIGHT.
 AA9349'TURN RIGHT, WEST ON THE ROAD FOR 0.2 KM (0.10 MI) TO A GATE AT THE
 AA9349'APRON.  PASS THROUGH THE GATE AND TURN RIGHT, WEST, THEN NORTHWEST
 AA9349'ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO THE RUNWAY.  TURN LEFT,
 AA9349'SOUTHWEST ALONG THE RUNWAY FOR 0.32 KM (0.20 MI) TO THE STATION ON THE
 AA9349'RIGHT.  THE STATION IS RECESSED 3 CM BELOW GROUND.  IT IS 19.9 M (65.3
 AA9349'FT) NORTHWEST OF THE CENTER OF THE RUNWAY, 9.2 M (30.2 FT) NORTHWEST
 AA9349'OF A RUNWAY LIGHT, 4.0 M (13.1 FT) SOUTHEAST OF THE TOP OF THE CUT
 AA9349'BANK AND 0.4 M (1.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 AA9349'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 AA9349'AIRPORT CONTROL STATION.
 AA9349
 AA9349                          STATION RECOVERY (1995)
 AA9349
 AA9349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AA9349'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTH-SOUTHWEST OF
 AA9349'SUMMERSVILLE AT THE SUMMERSVILLE AIRPORT, NEAR MIDFIELD IN A GRASS
 AA9349'STRIP BETWEEN THE RUNWAY AND A CUTBANK, IN LINE WITH THE TWO FOURTH
 AA9349'RUNWAY LIGHTS FROM THE MAIN RAMP AND ACROSS THE RUNWAY FROM A SMALL
 AA9349'CLEARING IN THE WOODS.  OWNERSHIP--U.S.  ARMY CORPS OF ENGINEERS AND
 AA9349'IS LEASED BY THE COUNTY.  AIRPORT MANAGER IS GERALD L.  RADER, 602
 AA9349'LINCOLN STREET, SUMMERSVILLE, W.V.  26651.  PHONE 304-872-3660.  TO
 AA9349'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 19 AND STATE HIGHWAY 41 AT
 AA9349'THE SOUTHEAST EDGE OF SUMMERSVILLE, GO SOUTHWEST ON HIGHWAYS 19 AND 41
 AA9349'FOR 1.6 KM (1.00 MI) TO A PAVED ROAD RIGHT (AIRPORT ROAD) .  TURN
 AA9349'RIGHT, WEST, ON AIRPORT ROAD FOR 3.1 KM (1.90 MI) TO A Y-JUNCTION.
 AA9349'TURN LEFT, SOUTHEASTERLY, ON THE ROAD FOR 0.9 KM (0.55 MI) TO A PAVED
 AA9349'ROAD RIGHT.  TURN RIGHT, WEST, ON THE ROAD FOR 0.2 KM (0.10 MI) TO A
 AA9349'GATE AT THE APRON.  PASS THROUGH THE GATE AND TURN RIGHT, WEST, THEN
 AA9349'NORTHWEST, ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO THE RUNWAY.  TURN
 AA9349'LEFT, SOUTHWEST, ALONG THE RUNWAY FOR 0.32 KM (0.20 MI) TO THE STATION
 AA9349'ON THE RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS
 AA9349'STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 80 CM LONG ENCASED IN A
 AA9349'12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET 3 CM BELOW
 AA9349'THE GROUND SURFACE.  IT IS 19.9 M (65.3 FT) NORTHWEST OF THE CENTER OF
 AA9349'THE RUNWAY, 9.2 M (30.2 FT) NORTHWEST OF A RUNWAY LIGHT, 4.0 M (13.1
 AA9349'FT) SOUTHEAST OF THE TOP OF THE CUTBANK, AND 0.4 M (1.3 FT) SOUTHEAST
 AA9349'OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G. AUG
 AA9349
 AA9349                          STATION RECOVERY (2000)
 AA9349
 AA9349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AA9349'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2075 ***********************************************************************
 AE2075  SACS        -  This is a Secondary Airport Control Station.
 AE2075  DESIGNATION -  I16 A
 AE2075  PID         -  AE2075
 AE2075  STATE/COUNTY-  WV/WYOMING
 AE2075  USGS QUAD   -  PINEVILLE (1976)
 AE2075
 AE2075                         *CURRENT SURVEY CONTROL
 AE2075  ___________________________________________________________________
 AE2075* NAD 83(1995)-  37 36 07.57157(N)    081 33 11.60895(W)     ADJUSTED  
 AE2075* NAVD 88     -       543.01   (meters)    1781.5    (feet)  GPS OBS   
 AE2075  ___________________________________________________________________
 AE2075  X           -     743,252.287 (meters)                     COMP
 AE2075  Y           -  -5,005,017.443 (meters)                     COMP
 AE2075  Z           -   3,870,860.631 (meters)                     COMP
 AE2075  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AE2075  ELLIP HEIGHT-         511.69  (meters)          (11/29/01) GPS OBS
 AE2075  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 AE2075
 AE2075  HORZ ORDER  -  FIRST
 AE2075  ELLP ORDER  -  FOURTH    CLASS II
 AE2075
 AE2075.This mark is at Kee Field Airport (I16)
 AE2075
 AE2075.The horizontal coordinates were established by GPS observations
 AE2075.and adjusted by the National Geodetic Survey in August 1997..
 AE2075
 AE2075.The orthometric height was determined by GPS observations and a
 AE2075.high-resolution geoid model.
 AE2075
 AE2075.GPS derived orthometric heights for airport stations designated as
 AE2075.PACS or SACS are published to 2 decimal places.  This maintains
 AE2075.centimeter relative accuracy between the PACS and SACS.  It does
 AE2075.not indicate centimeter accuracy relative to other marks which are
 AE2075.part of the NAVD 88 network.
 AE2075
 AE2075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2075
 AE2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2075
 AE2075.The ellipsoidal height was determined by GPS observations
 AE2075.and is referenced to NAD 83.
 AE2075
 AE2075.The geoid height was determined by GEOID03.
 AE2075
 AE2075;                    North         East     Units Scale Factor Converg.
 AE2075;SPC WV S     -    66,972.411   551,148.962   MT  0.99997698   -0 20 31.2
 AE2075;UTM  17      - 4,161,812.895   451,166.892   MT  0.99962937   -0 20 15.3
 AE2075
 AE2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2075!SPC WV S     -   0.99991971  x   0.99997698  =   0.99989669
 AE2075!UTM  17      -   0.99991971  x   0.99962937  =   0.99954911
 AE2075
 AE2075:                Primary Azimuth Mark                     Grid Az
 AE2075:SPC WV S     -  KEEPORT AZ MK                            248 11 37.9
 AE2075:UTM  17      -  KEEPORT AZ MK                            248 11 22.0
 AE2075
 AE2075|---------------------------------------------------------------------|
 AE2075| PID    Reference Object                     Distance      Geod. Az  |
 AE2075|                                                           dddmmss.s |
 AE2075| GX3470 KEEPORT AZ MK                       APPROX. 0.5 KM 2475106.7 |
 AE2075|---------------------------------------------------------------------|
 AE2075
 AE2075                          SUPERSEDED SURVEY CONTROL
 AE2075
 AE2075  ELLIP H (08/25/97)  511.74   (m)                       GP(       ) 4 2
 AE2075
 AE2075.Superseded values are not recommended for survey control.
 AE2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2075.See file dsdata.txt to determine how the superseded data were derived.
 AE2075
 AE2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB5116761813(NAD 83)
 AE2075_MARKER: DD = SURVEY DISK
 AE2075_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE2075+WITH SETTING: INFORMATION.
 AE2075_STAMPING: I16 A 1995
 AE2075_MARK LOGO: NGS   
 AE2075_PROJECTION: RECESSED 10 CENTIMETERS
 AE2075_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2075+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2003
 AE2075_ROD/PIPE-DEPTH: 1.0  meters
 AE2075
 AE2075  HISTORY     - Date     Condition        Report By
 AE2075  HISTORY     - 1995     MONUMENTED       NGS
 AE2075  HISTORY     - 19960620 GOOD             NGS
 AE2075  HISTORY     - 20030131 GOOD             INDIV
 AE2075
 AE2075                          STATION DESCRIPTION
 AE2075
 AE2075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AE2075'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHWEST OF PINEVILLE
 AE2075'AT THE PINEVILLE KEEFIELD AIRPORT, IN A STRIP OF GRASS BETWEEN THE END
 AE2075'OF THE PAVED OVERRUN AND A CUTBANK AT THE EAST END OF THE AIRFIELD.
 AE2075'OWNERSHIP--WYOMING COUNTY AIRPORT COMMISSION, P.O.  BOX 309,
 AE2075'PINEVILLE, W.V.  24874.  AIRPORT MANAGER IS BILLY JOE COOPER. OFFICE
 AE2075'PHONE IS 304-732-9160.  HOME PHONE IS 304-832-7372.  TO REACH FROM THE
 AE2075'JUNCTION OF STATE HIGHWAYS 10 AND 97 IN PINEVILLE, GO WEST ON HIGHWAY
 AE2075'97 FOR 1.2 KM (0.75 MI) TO A NARROW PAVED ROAD ON THE RIGHT.  TURN
 AE2075'RIGHT, NORTH, ON THE ROAD FOR 30 M (98.4 FT) TO A PAVED Y-JUNCTION.
 AE2075'BEAR LEFT, NORTH, ON AIRPORT ROAD, UP A STEEP AND NARROW WINDING GRADE
 AE2075'FOR 2.8 KM (1.75 MI) TO A PAVED ROAD RIGHT TO THE AIRPORT.  TURN
 AE2075'RIGHT, NORTH, ON THE ROAD FOR 0.08 KM (0.05 MI) TO A GATE AT THE
 AE2075'APRON.  CONTINUE NORTH, PASSING THROUGH THE GATE AND ACROSS THE APRON
 AE2075'FOR 0.1 KM (0.05 MI) TO THE RUNWAY.  TURN RIGHT, EAST, ALONG THE
 AE2075'RUNWAY FOR 0.51 KM (0.30 MI) TO THE END OF THE OVERRUN AND THE STATION
 AE2075'ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A DRIVEN FENO STEEL
 AE2075'ROD THAT IS 9 CM BELOW TOP OF A LOGO CAP.   IT IS 15.3 M (50.2 FT)
 AE2075'SOUTH OF THE CENTER OF THE OVERRUN AND IN LINE WITH THE END, 6.2 M
 AE2075'(20.3 FT) SOUTH OF THE SOUTHEAST CORNER OF THE OVERRUN, 3.5 M (11.5
 AE2075'FT) NORTHWEST OF A FIBERGLASS WARNING MARKER, ABOUT 3 M (9.8 FT) NORTH
 AE2075'OF THE TOP OF THE CUTBANK, AND 0,3 M EAST OF A FIBERGLASS WITNESS
 AE2075'POST.  DESCRIBED BY D.G.  AUG
 AE2075
 AE2075                          STATION RECOVERY (2003)
 AE2075
 AE2075'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 AE2075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1577 ***********************************************************************
 HX1577  DESIGNATION -  ICE
 HX1577  PID         -  HX1577
 HX1577  STATE/COUNTY-  WV/BRAXTON
 HX1577  USGS QUAD   -  ERBACON (1976)
 HX1577
 HX1577                         *CURRENT SURVEY CONTROL
 HX1577  ___________________________________________________________________
 HX1577* NAD 83(1986)-  38 35 54.     (N)    080 34 24.     (W)     SCALED    
 HX1577* NAVD 88     -       308.071  (meters)    1010.73   (feet)  ADJUSTED  
 HX1577  ___________________________________________________________________
 HX1577  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HX1577  DYNAMIC HT  -         307.855 (meters)    1010.02  (feet)  COMP
 HX1577  MODELED GRAV-     979,919.5   (mgal)                       NAVD 88
 HX1577
 HX1577  VERT ORDER  -  SECOND    CLASS 0
 HX1577
 HX1577.The horizontal coordinates were scaled from a topographic map and have
 HX1577.an estimated accuracy of +/- 6 seconds.
 HX1577
 HX1577.The orthometric height was determined by differential leveling
 HX1577.and adjusted by the National Geodetic Survey in June 1991..
 HX1577
 HX1577.The geoid height was determined by GEOID03.
 HX1577
 HX1577.The dynamic height is computed by dividing the NAVD 88
 HX1577.geopotential number by the normal gravity value computed on the
 HX1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1577.degrees latitude (g = 980.6199 gals.).
 HX1577
 HX1577.The modeled gravity was interpolated from observed gravity values.
 HX1577
 HX1577;                    North         East    Units  Estimated Accuracy
 HX1577;SPC WV S     -   177,490.      637,170.      MT  (+/- 180 meters Scaled)
 HX1577
 HX1577                          SUPERSEDED SURVEY CONTROL
 HX1577
 HX1577  NGVD 29 (??/??/92)  308.230  (m)         1011.25   (f) ADJ UNCH    2 0
 HX1577
 HX1577.Superseded values are not recommended for survey control.
 HX1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1577.See file dsdata.txt to determine how the superseded data were derived.
 HX1577
 HX1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC371722(NAD 83)
 HX1577_MARKER: Q = CHISELED SQUARE
 HX1577_SETTING: 80 = SET IN A BOULDER
 HX1577_SP_SET: BOULDER
 HX1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1577+STABILITY: SURFACE MOTION
 HX1577
 HX1577  HISTORY     - Date     Condition        Report By
 HX1577  HISTORY     - UNK      MONUMENTED       RBNF
 HX1577  HISTORY     - 1962     GOOD             NGS
 HX1577
 HX1577                          STATION DESCRIPTION
 HX1577
 HX1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1577'1.1 MI S FROM CENTRALIA.
 HX1577'1.1 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1577'STATION AT CENTRALIA, BRAXTON COUNTY, 16 RAILS NORTH OF THE
 HX1577'NORTH END OF BRIDGE 76 A, 6 YARDS WEST OF THE CENTERLINE OF THE
 HX1577'TRACK, AND ON THE LEDGE OF A LARGE BOULDER, LEVEL WITH THE
 HX1577'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3161 ***********************************************************************
 KY3161  DESIGNATION -  INDEPENDENCE
 KY3161  PID         -  KY3161
 KY3161  STATE/COUNTY-  WV/BROOKE
 KY3161  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY3161
 KY3161                         *CURRENT SURVEY CONTROL
 KY3161  ___________________________________________________________________
 KY3161* NAD 83(1995)-  40 15 05.90116(N)    080 32 27.43345(W)     ADJUSTED  
 KY3161* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 KY3161  ___________________________________________________________________
 KY3161  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 KY3161  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KY3161
 KY3161  HORZ ORDER  -  FIRST
 KY3161
 KY3161.The horizontal coordinates were established by classical geodetic methods
 KY3161.and adjusted by the National Geodetic Survey in April 1998..
 KY3161
 KY3161.The orthometric height was scaled from a topographic map.
 KY3161
 KY3161.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3161
 KY3161.The geoid height was determined by GEOID03.
 KY3161
 KY3161;                    North         East     Units Scale Factor Converg.
 KY3161;SPC WV N     -   194,982.609   511,438.057   MT  1.00000031   -0 39 50.0
 KY3161;SPC PA S     -   105,715.470   362,594.568   MT  0.99996550   -1 48 38.7
 KY3161;SPC PA S     -   346,834.84  1,189,612.35   sFT  0.99996550   -1 48 38.7
 KY3161;SPC OH N     -    66,832.068   766,667.428   MT  1.00003977   +1 17 13.2
 KY3161;UTM  17      - 4,455,788.371   539,039.907   MT  0.99961876   +0 17 47.8
 KY3161
 KY3161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3161!SPC WV N     -   0.99993979  x   1.00000031  =   0.99994009
 KY3161!SPC PA S     -   0.99993979  x   0.99996550  =   0.99990529
 KY3161!SPC OH N     -   0.99993979  x   1.00003977  =   0.99997955
 KY3161!UTM  17      -   0.99993979  x   0.99961876  =   0.99955857
 KY3161
 KY3161|---------------------------------------------------------------------|
 KY3161| PID    Reference Object                     Distance      Geod. Az  |
 KY3161|                                                           dddmmss.s |
 KY3161| CX4739 INDEPENDENCE RM 1                                  10812     |
 KY3161| KY3169 WWVA SOUTHEAST RADIO TOWER          APPROX.13.4 KM 2043513.2 |
 KY3161| KY3168 WWVA NORTHWEST RADIO TOWER          APPROX.13.3 KM 2045820.7 |
 KY3161| CX4738 INDEPENDENCE AZ MK                                 2141739.3 |
 KY3161| CX4740 INDEPENDENCE RM 2                                  26142     |
 KY3161|---------------------------------------------------------------------|
 KY3161
 KY3161                          SUPERSEDED SURVEY CONTROL
 KY3161
 KY3161  NAD 83(1986)-  40 15 05.90683(N)    080 32 27.43929(W) AD(       ) 1
 KY3161  NAD 27      -  40 15 05.65200(N)    080 32 28.18500(W) AD(       ) 1
 KY3161
 KY3161.Superseded values are not recommended for survey control.
 KY3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3161.See file dsdata.txt to determine how the superseded data were derived.
 KY3161
 KY3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE3904055788(NAD 83)
 KY3161_MARKER: DS = TRIANGULATION STATION DISK
 KY3161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3161_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3161
 KY3161  HISTORY     - Date     Condition        Report By
 KY3161  HISTORY     - 1933     MONUMENTED       USGS
 KY3161  HISTORY     - 1958     GOOD             CGS
 KY3161
 KY3161                          STATION DESCRIPTION
 KY3161
 KY3161'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (GLA)
 KY3161'STATION IS ABOUT 2 MILES WEST OF INDEPENDENCE, PA., ABOUT 1.2 MILE
 KY3161'WEST OF THE PENNSYLVANIA-WEST VIRGINIA BOUNDARY, ON THE GIST PROPERTY,
 KY3161'ABOUT 0.4 MILE SOUTH OF THE STATION, AND ON THE SUMMIT OF A
 KY3161'HIGH HILL, ALL SLOPES OF WHICH ARE STEEP.  THE LAND IS UNDER
 KY3161'CULTIVATION.
 KY3161'
 KY3161'TO REACH FROM INDEPENDENCE GO WEST ON STATE HIGHWAY 31 FOR 0.9
 KY3161'MILE TO A T-ROAD AT A WAREHOUSE OWNED BY C.P. WAUGH AND SONS,
 KY3161'TURN LEFT ON T-ROAD AND FOLLOW 1 MILE TO FORKS, TAKE RIGHT FORK
 KY3161'AND CONTINUE ABOUT 200 YARDS TO ANOTHER FORKS, TAKE RIGHT FORK
 KY3161'AND FOLLOW 1.3 MILES TO THE GIST FARM, GO THROUGH BARNLOT TO
 KY3161'PASTURE, THEN WEST THROUGH PASTURE TO A FARM ROAD, TURN RIGHT AND
 KY3161'FOLLOW THIS ROAD TO GATE TO CULTIVATED FIELD, PASS THROUGH GATE
 KY3161'AND TAKE RIGHT FORK (AZIMUTH MARK ON RIGHT) AND CONTINUE 0.2 MILE
 KY3161'TO AN OLD BARN, TURN SHARP RIGHT AND GO UP STEEP HILL TO THE STATION.
 KY3161'
 KY3161'THE STATION IS A STANDARD DISK STAMPED INDEPENDENCE-USC AND GS,
 KY3161'SET IN THE TOP OF A 6- BY 6-INCH STONE POST, WHICH IS
 KY3161'SET IN CONCRETE CYLINDER, AND MARK PROJECTS
 KY3161'6 INCHES.
 KY3161'
 KY3161'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KY3161'DISKS SET IN CONCRETE.
 KY3161'
 KY3161'REFERENCE MARK NO. 1 IS EAST OF THE STATION, ON A NORTH-SOUTH
 KY3161'FENCE LINE, 5 FEET NORTH OF THE NORTHERNMOST OF A LINE
 KY3161'OF FOUR TREES AND SET IN A BOULDER WHICH PROJECTS 3 INCHES.
 KY3161'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 8 FEET NORTH OF
 KY3161'THE NORTHEAST CORNER OF THE OLD BARN, AND PROJECTS 8 INCHES.
 KY3161'
 KY3161'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH OF THE STATION, JUST
 KY3161'NORTHWEST OF A SMALL GROVE OF TREES, 30 FEET NORTH OF GATE
 KY3161'BETWEEN PASTURE AND FIELD, 15 FEET EAST OF FARM ROAD, 40 FEET
 KY3161'SOUTHEAST OF FORKS, AND PROJECTS 6 INCHES.
 KY3161'
 KY3161'A 77-FOOT TOWER WAS ERECTED.
 KY3161'
 KY3161'MERIDIAN AND 37-8/10 M ARE VISIBLE FROM THE GROUND.
 KY3161
 KY3161                          STATION RECOVERY (1958)
 KY3161
 KY3161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 KY3161'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND IN
 KY3161'GOOD CONDITION.
 KY3161'
 KY3161'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE NOT SEARCHED
 KY3161'FOR AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3417 ***********************************************************************
 GX3417  CBN         -  This is a Cooperative Base Network Control Station.
 GX3417  DESIGNATION -  INDIAN
 GX3417  PID         -  GX3417
 GX3417  STATE/COUNTY-  WV/MCDOWELL
 GX3417  USGS QUAD   -  WELCH (1976)
 GX3417
 GX3417                         *CURRENT SURVEY CONTROL
 GX3417  ___________________________________________________________________
 GX3417* NAD 83(1995)-  37 29 14.61451(N)    081 34 09.91149(W)     ADJUSTED  
 GX3417* NAVD 88     -       710.7    (meters)    2332.     (feet)  GPS OBS   
 GX3417  ___________________________________________________________________
 GX3417  X           -     742,994.612 (meters)                     COMP
 GX3417  Y           -  -5,013,034.131 (meters)                     COMP
 GX3417  Z           -   3,860,867.463 (meters)                     COMP
 GX3417  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 GX3417  ELLIP HEIGHT-         679.50  (meters)          (04/23/01) GPS OBS
 GX3417  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX3417
 GX3417  HORZ ORDER  -  A
 GX3417  ELLP ORDER  -  FOURTH    CLASS I
 GX3417
 GX3417.The horizontal coordinates were established by GPS observations
 GX3417.and adjusted by the National Geodetic Survey in April 2001..
 GX3417
 GX3417.The orthometric height was determined by GPS observations and a
 GX3417.high-resolution geoid model.
 GX3417
 GX3417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX3417
 GX3417.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3417
 GX3417.The ellipsoidal height was determined by GPS observations
 GX3417.and is referenced to NAD 83.
 GX3417
 GX3417.The geoid height was determined by GEOID03.
 GX3417
 GX3417;                    North         East     Units Scale Factor Converg.
 GX3417;SPC WV S     -    54,250.016   549,640.692   MT  0.99999914   -0 21 07.2
 GX3417;SPC KY1Z     - 1,136,360.452 1,869,581.481   MT  0.99992786   +2 34 00.2
 GX3417;SPC KY1Z     - 3,728,209.25  6,133,785.24   sFT  0.99992786   +2 34 00.2
 GX3417;SPC KY S     -   636,250.168   869,592.285   MT  0.99994897   +2 32 07.3
 GX3417;SPC KY S     - 2,087,430.76  2,852,987.36   sFT  0.99994897   +2 32 07.3
 GX3417;SPC VA S     - 1,132,484.581 3,228,601.614   MT  0.99994758   -1 51 46.5
 GX3417;SPC VA S     - 3,715,493.16 10,592,503.80   sFT  0.99994758   -1 51 46.5
 GX3417;UTM  17      - 4,149,094.918   449,660.259   MT  0.99963121   -0 20 47.6
 GX3417
 GX3417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3417!SPC WV S     -   0.99989338  x   0.99999914  =   0.99989252
 GX3417!SPC KY1Z     -   0.99989338  x   0.99992786  =   0.99982125
 GX3417!SPC KY S     -   0.99989338  x   0.99994897  =   0.99984236
 GX3417!SPC VA S     -   0.99989338  x   0.99994758  =   0.99984097
 GX3417!UTM  17      -   0.99989338  x   0.99963121  =   0.99952463
 GX3417
 GX3417:                Primary Azimuth Mark                     Grid Az
 GX3417:SPC WV S     -  INDIAN RM 3                              007 56 57.3
 GX3417:SPC KY1Z     -  INDIAN RM 3                              005 01 49.9
 GX3417:SPC KY S     -  INDIAN RM 3                              005 03 42.8
 GX3417:SPC VA S     -  INDIAN RM 3                              009 27 36.6
 GX3417:UTM  17      -  INDIAN RM 3                              007 56 37.7
 GX3417
 GX3417|---------------------------------------------------------------------|
 GX3417| PID    Reference Object                     Distance      Geod. Az  |
 GX3417|                                                           dddmmss.s |
 GX3417| DC3629 INDIAN RM 3                                        0073550.1 |
 GX3417| DC3627 INDIAN RM 1                          13.760 METERS 18321     |
 GX3417| DC3628 INDIAN RM 2                          20.970 METERS 26149     |
 GX3417|---------------------------------------------------------------------|
 GX3417
 GX3417                          SUPERSEDED SURVEY CONTROL
 GX3417
 GX3417  NAD 83(1995)-  37 29 14.61777(N)    081 34 09.91930(W) AD(       ) 1
 GX3417  NAD 83(1995)-  37 29 14.61811(N)    081 34 09.91821(W) AD(       ) 1
 GX3417  NAD 83(1995)-  37 29 14.62747(N)    081 34 09.92347(W) AD(       ) 1
 GX3417  NAD 83(1995)-  37 29 14.62815(N)    081 34 09.92407(W) AD(       ) 1
 GX3417  NAD 83(1986)-  37 29 14.62722(N)    081 34 09.92535(W) AD(       ) 1
 GX3417  NAD 27      -  37 29 14.22000(N)    081 34 10.54700(W) AD(       ) 1
 GX3417
 GX3417.Superseded values are not recommended for survey control.
 GX3417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3417.See file dsdata.txt to determine how the superseded data were derived.
 GX3417
 GX3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB4966049095(NAD 83)
 GX3417_MARKER: DS = TRIANGULATION STATION DISK
 GX3417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3417_STAMPING: INDIAN 1933
 GX3417_MARK LOGO: CGS   
 GX3417_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX3417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3417+STABILITY: SURFACE MOTION
 GX3417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3417+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2000
 GX3417
 GX3417  HISTORY     - Date     Condition        Report By
 GX3417  HISTORY     - 1933     MONUMENTED       CGS
 GX3417  HISTORY     - 1976     GOOD             LOCENG
 GX3417  HISTORY     - 1982     GOOD             LOCENG
 GX3417  HISTORY     - 20000323 GOOD             WVALS
 GX3417
 GX3417                          STATION DESCRIPTION
 GX3417
 GX3417'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GX3417'THIS STATION IS ABOUT 4 MILES NNE OF WELCH, ON THE SUMMIT OF WHAT IS
 GX3417'LOCALLY KNOWN AS FIVE CHESTNUTS KNOB, IN THE APPROXIMATE
 GX3417'CENTER OF THE HIGHEST PART OF THE KNOB, ON THE COUNTY LINE OF WYOMING
 GX3417'AND MCDOWELL COUNTIES, 2.25 METERS W OF A 6- BY 4-INCH STONE POST
 GX3417'MARKING WHAT IS KNOWN AS FIVE CHESTNUTS CORNER.
 GX3417'
 GX3417'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 GX3417'SET IN CONCRETE.
 GX3417'
 GX3417'REFERENCE MARK NO. 1 IS ON THE S SLOPE OF THE KNOB.
 GX3417'
 GX3417'REFERENCE MARK NO. 2 IS W OF THE STATION, IN THE CENTER OF THE RIDGE.
 GX3417'
 GX3417'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 1,600 FEET NE OF THE
 GX3417'STATION, ON THE POINT OF THE NEXT RIDGE TO THE N, 800 FEET S OF
 GX3417'THE OLD ROAD TO KNOB, 12 FEET E OF A 30-INCH CROOKED CHESTNUT OAK.
 GX3417'
 GX3417'TO REACH THE STATION FROM WELCH, TAKE STATE HIGHWAY 12 E FROM THE
 GX3417'JUNCTION OF U.S. HIGHWAY 52 ALONG ELKHORN CREEK 10.1 MILES TO WHAT
 GX3417'IS LOCALLY KNOWN AS ROAD FORK HOLLOW.  TURN LEFT ON DIM ROAD UP THE
 GX3417'HOLLOW AND CONTINUE 2 MILES TO TOP OF RIDGE.  TURN LEFT (W) ALONG
 GX3417'RIDGE AND CONTINUE 0.5 MILE TO END OF TRUCK TRAVEL.  TAKE TRAIL NW UP
 GX3417'KNOB, ABOUT 300 YARDS TO SUMMIT AND THE STATION.
 GX3417'
 GX3417'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 GX3417
 GX3417                          STATION RECOVERY (1976)
 GX3417
 GX3417'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (WDB)
 GX3417'INDIAN STATION U.S. COAST GUARD GEODETIC SURVEY DIRECTOR, WASINGTON
 GX3417'D.C. -1933- RECOVERED IN GOOD CONDITION.
 GX3417'
 GX3417'WE WOULD LIKE TO KNOW THE ELEVATION IF POSSIBLE--NO ELEV.
 GX3417
 GX3417                          STATION RECOVERY (1982)
 GX3417
 GX3417'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (EV)
 GX3417'INDIAN NGS. 1933 RECOVERED IN GOOD CONDITION.
 GX3417'
 GX3417'RM NO. 2 RECOVERED IN GOOD CONDITION.
 GX3417'
 GX3417'RM NO. 3 LAZ RECOVERD IN GOOD CONDITION.
 GX3417'
 GX3417'RM NO. 1 RECOVERED IN GOOD CONDITION.
 GX3417
 GX3417                          STATION RECOVERY (2000)
 GX3417
 GX3417'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (JMW)
 GX3417'THE STATION IS LOCATED ABOUT 8.6 KM (5.35 MI) NORTHWEST OF KIMBALL,
 GX3417'6.0 KM (3.75 MI) NORTH-NORTHEAST OF WELCH AND 5.3 KM (3.3 MI)
 GX3417'SOUTH-SOUTHEAST OF WOLF PEN.
 GX3417'
 GX3417'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 52A
 GX3417'ON THE SOUTH SIDE OF WELCH, GO NORTH ON HIGHWAY 52A FOR 1.7 KM
 GX3417'(1.05 MI) TO THE JUNCTION OF STATE HIGHWAY 16 ON THE LEFT.  BEAR LEFT
 GX3417'AND GO NORTH ON HIGHWAY 16 FOR 0.95 KM (0.6 MI) TO THE JUNCTION OF
 GX3417'COUNTY ROUTE 7 ON THE LEFT.  BEAR LEFT AND GO NORTHWEST ON
 GX3417'ROUTE 7 FOR 3.7 KM (2.3 MI) TO THE JUNCTION OF COUNTY ROUTE 7/2 ON
 GX3417'THE RIGHT.  TURN RIGHT AND GO NORTH ON ROUTE 7/2 FOR 3.85 KM (2.4 MI)
 GX3417'TO THE TOP OF MAIN RIDGE.  FOLLOW THE MAINRIDGE ROAD FOR 4.3 KM (2.7
 GX3417'MI) TO  THE STATION ON TOP OF THE KNOB ABOUT 36.5 M (120 FT) ON THE
 GX3417'LEFT, NORTHSIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1455 ***********************************************************************
 JW1455  DESIGNATION -  INKERMAN
 JW1455  PID         -  JW1455
 JW1455  STATE/COUNTY-  WV/HARDY
 JW1455  USGS QUAD   -  SECTOR (1971)
 JW1455
 JW1455                         *CURRENT SURVEY CONTROL
 JW1455  ___________________________________________________________________
 JW1455* NAD 83(1995)-  39 07 44.87352(N)    078 45 55.80211(W)     ADJUSTED  
 JW1455* NAVD 88     -       657.0    (meters)    2156.     (feet)  VERTCON   
 JW1455  ___________________________________________________________________
 JW1455  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 JW1455  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JW1455
 JW1455  HORZ ORDER  -  THIRD
 JW1455
 JW1455.The horizontal coordinates were established by classical geodetic methods
 JW1455.and adjusted by the National Geodetic Survey in April 1998..
 JW1455
 JW1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1455
 JW1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1455
 JW1455.The geoid height was determined by GEOID03.
 JW1455
 JW1455;                    North         East     Units Scale Factor Converg.
 JW1455;SPC WV N     -    70,103.895   663,509.129   MT  0.99997810   +0 28 06.4
 JW1455;UTM  17      - 4,333,484.081   693,147.103   MT  1.00005937   +1 24 38.0
 JW1455
 JW1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1455!SPC WV N     -   0.99990203  x   0.99997810  =   0.99988013
 JW1455!UTM  17      -   0.99990203  x   1.00005937  =   0.99996139
 JW1455
 JW1455|---------------------------------------------------------------------|
 JW1455| PID    Reference Object                     Distance      Geod. Az  |
 JW1455|                                                           dddmmss.s |
 JW1455| CK7536 INKERMAN RM 1                        15.978 METERS 00407     |
 JW1455| CK7535 INKERMAN AZ MK                                     1453658.8 |
 JW1455| CK7537 INKERMAN RM 2                        12.348 METERS 20402     |
 JW1455|---------------------------------------------------------------------|
 JW1455
 JW1455                          SUPERSEDED SURVEY CONTROL
 JW1455
 JW1455  NAD 83(1995)-  39 07 44.87851(N)    078 45 55.80189(W) AD(       ) 3
 JW1455  NAD 83(1995)-  39 07 44.87839(N)    078 45 55.80567(W) AD(       ) 3
 JW1455  NAD 83(1986)-  39 07 44.87887(N)    078 45 55.80556(W) AD(       ) 3
 JW1455  NAD 27      -  39 07 44.49240(N)    078 45 56.75020(W) AD(       ) 3
 JW1455  NGVD 29 (07/19/86)  657.2    (m)         2156.     (f) VERT ANG       
 JW1455
 JW1455.Superseded values are not recommended for survey control.
 JW1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1455.See file dsdata.txt to determine how the superseded data were derived.
 JW1455
 JW1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9314733484(NAD 83)
 JW1455_MARKER: DS = TRIANGULATION STATION DISK
 JW1455_SETTING: 80 = SET IN A BOULDER
 JW1455_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1455
 JW1455  HISTORY     - Date     Condition        Report By
 JW1455  HISTORY     - 1956     MONUMENTED       CGS
 JW1455
 JW1455                          STATION DESCRIPTION
 JW1455
 JW1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1455'THE STATION IS LOCATED ON THE SUMMIT OF A PARTIALLY TIMBERED HILL
 JW1455'ABOUT 6 MILES AIRLINE NORTH
 JW1455'OF NEEDMORE, 11 MILES AIRLINE WEST-NORTHWEST OF WARDENSVILLE, AND 12
 JW1455'MILES AIRLINE EAST-NORTHEAST OF MOOREFIELD.
 JW1455'
 JW1455'TO REACH THE STATION FROM THE POST OFFICE IN NEEDMORE GO EAST ON
 JW1455'STATE HIGHWAY 55 FOR 0.25 MILE
 JW1455'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO 5.5 MILES TO SOME FARM
 JW1455'BUILDING OWNED BY MR. THURMAN
 JW1455'TUSING, A SMALL WOODEN BRIDGE, AND A WOODEN GATE ON THE
 JW1455'LEFT.  (CONTINUE STRAIGHT AHEAD, NORTH, AND GO
 JW1455'0.1 MILE TO A DIM SIDE ROAD AND THE
 JW1455'AZIMUTH MARK ON THE RIGHT.) TURN LEFT, PASS THROUGH THE GATE AND
 JW1455'GO WEST ON A GRADED ROAD UP HILL
 JW1455'0.55 MILE TO THE TOP OF THE RIDGE, PASSING THROUGH 3 MORE GATES ON
 JW1455'THE WAY.  TURN RIGHT AND GO
 JW1455'NORTH ALONG THE CREST OF THE RIDGE 0.45 MILE TO THE HIGHEST
 JW1455'POINT, A FENCE CORNER, AND THE STATION.
 JW1455'
 JW1455'THE STATION MARK IS A STANDARD DISK STAMPED INKERMAN 1956 CEMENTED IN
 JW1455'A DRILL HOLE IN THE TOP OF
 JW1455'A BOULDER THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 112 FEET
 JW1455'SOUTH OF A FENCE CORNER.
 JW1455'
 JW1455'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED INKERMAN NO 1 1956
 JW1455'CEMENTED IN A DRILL HOLE IN
 JW1455'THE TOP OF A BOULDER THAT IS FLUSH WITH THE TOP OF THE GROUND.  IT
 JW1455'IS 2 FEET LOWER THAN THE STATION AND
 JW1455'60 FEET SOUTH OF THE FENCE CORNER.
 JW1455'
 JW1455'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED INKERMAN NO 2 1956
 JW1455'CEMENTED IN A DRILL HOLE IN
 JW1455'THE TOP OF A BOULDER THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT
 JW1455'IS 1 FOOT LOWER THAN THE STATION.
 JW1455'
 JW1455'THE AZIMUTH MARK IS A STANDARD DISK STAMPED INKERMAN 1956 CEMENTED IN
 JW1455'A DRILL HOLE IN THE TOP OF
 JW1455'A BOULDER THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 48 FEET
 JW1455'EAST OF THE CENTERLINE OF THE ROAD,
 JW1455'15 FEET NORTH OF THE CENTERLINE OF A DIM LOGGING
 JW1455'ROAD, 18 FEET NORTHWEST OF THE NORTH POST OF A GATE,
 JW1455'AND 9 FEET WEST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1422 ***********************************************************************
 JW1422  DESIGNATION -  INWOOD MUSSELMAN PLANT TANK
 JW1422  PID         -  JW1422
 JW1422  STATE/COUNTY-  WV/BERKELEY
 JW1422  USGS QUAD   -  INWOOD (1984)
 JW1422
 JW1422                         *CURRENT SURVEY CONTROL
 JW1422  ___________________________________________________________________
 JW1422* NAD 83(1995)-  39 21 28.30256(N)    078 02 42.38337(W)     ADJUSTED  
 JW1422* NAVD 88     -                                                        
 JW1422  ___________________________________________________________________
 JW1422  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 JW1422  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JW1422
 JW1422  HORZ ORDER  -  THIRD
 JW1422
 JW1422.The horizontal coordinates were established by classical geodetic methods
 JW1422.and adjusted by the National Geodetic Survey in April 1998..
 JW1422
 JW1422
 JW1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1422
 JW1422.The geoid height was determined by GEOID03.
 JW1422
 JW1422;                    North         East     Units Scale Factor Converg.
 JW1422;SPC WV N     -    96,252.312   725,383.321   MT  0.99995163   +0 55 40.4
 JW1422;SPC VA N     - 2,187,827.708 3,539,207.607   MT  1.00003183   +0 17 02.1
 JW1422;SPC VA N     - 7,177,898.07 11,611,550.29   sFT  1.00003183   +0 17 02.1
 JW1422;UTM  17      - 4,360,655.521   754,597.835   MT  1.00039817   +1 52 29.6
 JW1422;UTM  18      - 4,360,913.902   237,627.863   MT  1.00044767   -1 55 55.9
 JW1422
 JW1422                          SUPERSEDED SURVEY CONTROL
 JW1422
 JW1422  NAD 83(1995)-  39 21 28.30255(N)    078 02 42.38335(W) AD(       ) 4
 JW1422  NAD 83(1995)-  39 21 28.30242(N)    078 02 42.38672(W) AD(       ) 4
 JW1422  NAD 83(1986)-  39 21 28.30311(N)    078 02 42.39143(W) AD(       ) 4
 JW1422  NAD 27      -  39 21 27.94100(N)    078 02 43.39500(W) AD(       ) 3
 JW1422
 JW1422.Superseded values are not recommended for survey control.
 JW1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1422.See file dsdata.txt to determine how the superseded data were derived.
 JW1422
 JW1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD5459860656(NAD 83)
 JW1422_MARKER: 51 = TANK
 JW1422_SETTING: 0 = UNSPECIFIED SETTING
 JW1422
 JW1422  HISTORY     - Date     Condition        Report By
 JW1422  HISTORY     - 1935     FIRST OBSERVED   CGS
 JW1422  HISTORY     - 1965     GOOD             CGS
 JW1422  HISTORY     - 1977     GOOD             ALSTER
 JW1422  HISTORY     - 20060429 GOOD             GEOCAC
 JW1422
 JW1422                          STATION DESCRIPTION
 JW1422
 JW1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EP)
 JW1422'NO DESCRIPTION AVAILABLE AT TIME OF RECOVERY.  THE STATION IS LOCATED
 JW1422'IN INWOOD ON THE
 JW1422'PROPERTY OF MUSSELMAN APPLE COMPANY.  IT IS S. OF STATE ROUTE 51
 JW1422'AND W. OF THE PENNSYLVANIAN R.R.
 JW1422'TRACKS.  THE STATION IS THE TALLER OF TWO (2)
 JW1422'TANKS.  IT IS ABOUT 100 FT HIGH.
 JW1422
 JW1422                          STATION RECOVERY (1977)
 JW1422
 JW1422'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977 (TCH)
 JW1422'TANK RECOVERED IN GOOD SHAPE.
 JW1422'
 JW1422'DISTANCE AND DIRECTION FROM NEAREST TOWN--NEAR INWOOD, WEST VIRGINIA.
 JW1422
 JW1422                          STATION RECOVERY (2006)
 JW1422
 JW1422'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JW1422'TANK IS LOCATED AT EAST SIDE AND REAR OF BUILDING LOCATED ON THE SOUTH
 JW1422'SIDE OF TRUE APPLE WAY AT THE SOUTHERN TERMINUS OF PILGRIM STREET.
 JW1422'TANK IS LABLED 'KNOUSE FOODS' AND IS SILVER IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1905 ***********************************************************************
 JX1905  DESIGNATION -  ISLAND
 JX1905  PID         -  JX1905
 JX1905  STATE/COUNTY-  WV/UPSHUR
 JX1905  USGS QUAD   -  AUDRA (1977)
 JX1905
 JX1905                         *CURRENT SURVEY CONTROL
 JX1905  ___________________________________________________________________
 JX1905* NAD 83(1995)-  39 01 16.50837(N)    080 05 23.29106(W)     ADJUSTED  
 JX1905* NAVD 88     -       662.4    (meters)    2173.     (feet)  VERTCON   
 JX1905  ___________________________________________________________________
 JX1905  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 JX1905  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JX1905
 JX1905  HORZ ORDER  -  SECOND
 JX1905
 JX1905.The horizontal coordinates were established by classical geodetic methods
 JX1905.and adjusted by the National Geodetic Survey in April 1998..
 JX1905
 JX1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1905
 JX1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1905
 JX1905.The geoid height was determined by GEOID03.
 JX1905
 JX1905;                    North         East     Units Scale Factor Converg.
 JX1905;SPC WV S     -   224,735.319   678,824.773   MT  1.00003230   +0 33 45.6
 JX1905;SPC WV N     -    58,035.679   548,923.337   MT  0.99999605   -0 22 34.2
 JX1905;UTM  17      - 4,319,529.038   578,792.659   MT  0.99967644   +0 34 23.2
 JX1905
 JX1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1905!SPC WV S     -   0.99990104  x   1.00003230  =   0.99993334
 JX1905!SPC WV N     -   0.99990104  x   0.99999605  =   0.99989709
 JX1905!UTM  17      -   0.99990104  x   0.99967644  =   0.99957751
 JX1905
 JX1905|---------------------------------------------------------------------|
 JX1905| PID    Reference Object                     Distance      Geod. Az  |
 JX1905|                                                           dddmmss.s |
 JX1905| CX3901 ISLAND RM 1                          14.925 METERS 03052     |
 JX1905| CX3900 ISLAND AZ MK                                       0635427.5 |
 JX1905| CX3902 ISLAND RM 2                          25.719 METERS 12833     |
 JX1905|---------------------------------------------------------------------|
 JX1905
 JX1905                          SUPERSEDED SURVEY CONTROL
 JX1905
 JX1905  NAD 83(1986)-  39 01 16.51388(N)    080 05 23.30349(W) AD(       ) 2
 JX1905  NAD 27      -  39 01 16.15210(N)    080 05 24.01500(W) AD(       ) 2
 JX1905  NGVD 29 (07/19/86)  662.6    (m)         2174.     (f) VERT ANG       
 JX1905
 JX1905.Superseded values are not recommended for survey control.
 JX1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1905.See file dsdata.txt to determine how the superseded data were derived.
 JX1905
 JX1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7879319529(NAD 83)
 JX1905_MARKER: DS = TRIANGULATION STATION DISK
 JX1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1905
 JX1905  HISTORY     - Date     Condition        Report By
 JX1905  HISTORY     - 1956     MONUMENTED       CGS
 JX1905
 JX1905                          STATION DESCRIPTION
 JX1905
 JX1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JX1905'THE STATION IS LOCATED, AIRLINE, ABOUT 8 MILES EAST NORTHEAST OF
 JX1905'BUCKHANNON, 8 MILES WEST
 JX1905'OF BELINGTON, 2 MILES SOUTHWEST OF AUDRA STATE PARK AND ON THE SUMMIT
 JX1905'OF A PROMINENT, ROUNDED HILL,
 JX1905'THAT HAS A HEAVY PATCH OF TIMBER ON THE NORTHWEST
 JX1905'PORTION OF ITS SUMMIT.  THE STATION IS LOCATED 1
 JX1905'MILE EAST OF HANDY CAMP RUN AND AT
 JX1905'THE HEAD OF ISLAND RUN.
 JX1905'
 JX1905'THE STATION MARK IS A STANDARD DISK STAMPED ISLAND 1956 SET IN THE
 JX1905'TOP OF A 10 INCH SQUARE
 JX1905'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS
 JX1905'22 FEET SOUTHWEST OF A
 JX1905'NORTHEAST-SOUTHWEST RAIL FENCE LINE AND 3.5 FEET NORTHEAST
 JX1905'OF A WHITE WITNESS POST.
 JX1905'
 JX1905'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ISLAND NO 1 1956
 JX1905'SET IN A DRILL HOLE IN A
 JX1905'SMALL BOULDER THAT PROJECTS 8 INCHES ABOVE THE GROUND.  THE MARK
 JX1905'IS 23.5 FEET NORTH OF THE
 JX1905'NORTHEAST-SOUTHWEST RAIL FENCE LINE AND IT IS 3 FEET
 JX1905'LOWER THAN THE STATION.
 JX1905'
 JX1905'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ISLAND NO 2 1956
 JX1905'SET IN A DRILL HOLE IN A
 JX1905'SMALL BOULDER THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK
 JX1905'IS 10.5 FEET SOUTHWEST OF THE
 JX1905'NORTHEAST-SOUTHWEST RAIL FENCE LINE AND IT IS 1 FOOT
 JX1905'LOWER THAN THE STATION.
 JX1905'
 JX1905'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ISLAND 1956 SET IN A
 JX1905'DRILL HOLE IN A LARGE
 JX1905'LEDGE OF BEDROCK THAT PROJECTS 4 FEET ABOVE THE GROUND.  THE MARK IS
 JX1905'44 FEET EAST OF A SHARP LEFT
 JX1905'TURN IN THE DIM TRACK ROAD AND 0.5 FEET WEST OF A
 JX1905'SMALL CAIRN.
 JX1905'
 JX1905'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BELINGTON GO WEST
 JX1905'FOR ABOUT 50 YARDS TO THE
 JX1905'JUNCTION OF U.S. HIGHWAY 250.  CONTINUE WESTERLY CROSSING U.S.
 JX1905'HIGHWAY 250 ON THE SURFACED ROAD
 JX1905'LEADING TO AUDRA STATE PARK FOR 8.8 MILES TO A T-ROAD
 JX1905'INTERSECTION IN AUDRA STATE PARK JUST AFTER
 JX1905'CROSSING THE BRIDGE ACROSS THE MIDDLE
 JX1905'FORK RIVER.  TURN LEFT, SOUTH, ON THE SURFACED ROAD FOR 2.0
 JX1905'MILES TO A FORK.  TAKE THE
 JX1905'RIGHT FORK AS PER SIGN U.S. 33 8 AND GO WESTERLY FOR 0.3 MILE TO
 JX1905'ANOTHER FORK.  TAKE THE RIGHT
 JX1905'FORK AND GO NORTH FOR 0.6 MILE ON A GRAVELED ROAD TO A WOODEN GATE ON
 JX1905'THE LEFT.  TURN LEFT, WEST,
 JX1905'THROUGH THE WOODEN GATE FOLLOWING A DIM TRACK ROAD
 JX1905'ALONG THE NORTH EDGE OF A PATCH OF TIMBER FOR
 JX1905'0.05 MILE TO THE AZIMUTH MARK ON THE
 JX1905'RIGHT.  CONTINUE STRAIGHT AHEAD, WESTERLY, FOR 0.05 MILE TO A
 JX1905'WOODEN GATE.  GO THROUGH
 JX1905'THE WOODEN GATE AND CONTINUE WESTERLY UP THE STEEP SLOPE OF THE HILL
 JX1905'FOR 0.15 MILE TO THE HIGHEST POINT
 JX1905'OF THE HILL AND THE STATION AS DESCRIBED.
 JX1905'
 JX1905'HEIGHT OF LIGHT ABOVE STATION MARK - 22.14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3374 ***********************************************************************
 GX3374  DESIGNATION -  IVY
 GX3374  PID         -  GX3374
 GX3374  STATE/COUNTY-  WV/WYOMING
 GX3374  USGS QUAD   -  ARNETT (1989)
 GX3374
 GX3374                         *CURRENT SURVEY CONTROL
 GX3374  ___________________________________________________________________
 GX3374* NAD 83(1995)-  37 47 15.82031(N)    081 29 28.01090(W)     ADJUSTED  
 GX3374* NAVD 88     -      1091.2    (meters)    3580.     (feet)  VERTCON   
 GX3374  ___________________________________________________________________
 GX3374  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GX3374  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GX3374
 GX3374  HORZ ORDER  -  FIRST
 GX3374
 GX3374.The horizontal coordinates were established by classical geodetic methods
 GX3374.and adjusted by the National Geodetic Survey in April 1998..
 GX3374
 GX3374.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3374
 GX3374.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3374
 GX3374.The geoid height was determined by GEOID03.
 GX3374
 GX3374;                    North         East     Units Scale Factor Converg.
 GX3374;SPC WV S     -    87,543.059   556,742.583   MT  0.99994951   -0 18 13.0
 GX3374;UTM  17      - 4,182,376.970   456,757.366   MT  0.99962303   -0 18 03.3
 GX3374
 GX3374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3374!SPC WV S     -   0.99983369  x   0.99994951  =   0.99978321
 GX3374!UTM  17      -   0.99983369  x   0.99962303  =   0.99945678
 GX3374
 GX3374|---------------------------------------------------------------------|
 GX3374| PID    Reference Object                     Distance      Geod. Az  |
 GX3374|                                                           dddmmss.s |
 GX3374| DC3639 IVY WP N                              2.188 METERS 00007     |
 GX3374| DC3641 IVY WP W                              2.148 METERS 08201     |
 GX3374| DC3636 IVY WP E=RM 1                         2.148 METERS 08644     |
 GX3374| DC3637 IVY RM 2 AZIMUTH                                   1750650.0 |
 GX3374| GX3373 IVY KNOB LOOKOUT TOWER 1952           4.840 METERS 18043     |
 GX3374| DC3640 IVY WP S                              2.217 METERS 18051     |
 GX3374| DC3638 IVY RM 3                              7.404 METERS 19903     |
 GX3374|---------------------------------------------------------------------|
 GX3374
 GX3374                          SUPERSEDED SURVEY CONTROL
 GX3374
 GX3374  NAD 83(1995)-  37 47 15.82449(N)    081 29 28.01055(W) AD(       ) 1
 GX3374  NAD 83(1986)-  37 47 15.82759(N)    081 29 28.01773(W) AD(       ) 1
 GX3374  NAD 27      -  37 47 15.42456(N)    081 29 28.63874(W) AD(       ) 1
 GX3374  NGVD 29 (07/19/86) 1091.4    (m)         3581.     (f) VERT ANG       
 GX3374
 GX3374.Superseded values are not recommended for survey control.
 GX3374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3374.See file dsdata.txt to determine how the superseded data were derived.
 GX3374
 GX3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB5675782377(NAD 83)
 GX3374_MARKER: X = CHISELED CROSS
 GX3374_SETTING: 0 = UNSPECIFIED SETTING
 GX3374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3374+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003
 GX3374
 GX3374  HISTORY     - Date     Condition        Report By
 GX3374  HISTORY     - 1881     MONUMENTED       CGS
 GX3374  HISTORY     - 1932     GOOD             CGS
 GX3374  HISTORY     - 1933     SEE DESCRIPTION  CGS
 GX3374  HISTORY     - 1952     GOOD             CGS
 GX3374  HISTORY     - 1961     GOOD             CGS
 GX3374  HISTORY     - 20010527 GOOD             RALECO
 GX3374  HISTORY     - 20030202 GOOD             INDIV
 GX3374
 GX3374                          STATION DESCRIPTION
 GX3374
 GX3374'DESCRIBED BY COAST AND GEODETIC SURVEY 1881 (ATM)
 GX3374'ON THE HIGHEST POINT OF IVY KNOB, ONE OF THE PEAKS OF THE CHERRY POND
 GX3374'MOUNTAINS, NEAR THE CORNER OF WYOMING AND BOONE COUNTIES. THE
 GX3374'STATION IS MARKED BY A CROSS IN THE TOP OF A STONE POST 6 INCHES
 GX3374'SQUARE AND 30 INCHES LONG INSCRIBED WITH THE LETTERS U.S.C. AND G.S.
 GX3374'THE UNDERGROUND MARK IS AN IRON SPIKE SET WITH CEMENT IN A DRILL HOLE
 GX3374'IN SOLID BEDROCK 18 INCHES BELOW THE SURFACE OF THE GROUND. THERE
 GX3374'ARE FOUR REFERENCE MARKS NEAR THE STATION AT THE FOLLOWING DISTANCES
 GX3374'AND DIRECTIONS- 2.15 METERS NORTH, 2.13 METERS EAST, 2.12 METERS
 GX3374'SOUTH, AND 2.12 METERS WEST. THESE FOUR REFERENCE MARKS ARE STONE
 GX3374'POSTS 6 INCHES SQUARE AND 30 INCHES LONG. THE TOP OF EACH OF THE
 GX3374'REFERENCE POSTS IS MARKED WITH A DIAGONAL CROSS WITH AN ARROWHEAD
 GX3374'AT THE END OF ONE DIAGONAL POINTING TOWARD THE STATION. THERE IS A
 GX3374'DRILL HOLE 4 INCHES DEEP IN BEDROCK DIRECTLY UNDER BOTH THE EAST
 GX3374'AND SOUTH REFERENCE POSTS.
 GX3374
 GX3374                          STATION RECOVERY (1932)
 GX3374
 GX3374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (ERM)
 GX3374'STATION RECOVERED AS DESCRIBED. ALL MARKS IN GOOD CONDITION.
 GX3374'
 GX3374'LOCATED AT THE HEAD OF PEACH CREEK, 6 MILES WEST OF THE VILLAGE OF
 GX3374'FLATS WHICH IS ON STATE HIGHWAY 3, ON PROPERTY UNDER LEASE TO
 GX3374'THE STATE FORESTRY DEPARTMENT.
 GX3374'
 GX3374'TO REACH FROM FLATS, LEAVE STATE HIGHWAY 3 AND GO WEST UP PEACH CREEK
 GX3374'FOR 6 MILES TO IVY PEAK.
 GX3374
 GX3374                          STATION RECOVERY (1933)
 GX3374
 GX3374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GX3374'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 GX3374'
 GX3374'THE STATION IS ON THE HIGHEST POINT OF IVY KNOB, ONE OF THE PEAKS IN
 GX3374'THE CHERRY POND MOUNTAINS, ABOUT 8 MILES SOUTHWEST OF FLATS, W.VA.,
 GX3374'NEAR THE CORNER OF BOONE AND WYOMING COUNTIES. A STANDARD
 GX3374'TRIANGULATION DISK WAS SET IN THE DRILL HOLE IN THE CENTER OF THE
 GX3374'POST, THUS MARKING THE CENTER OF THE STATION. TWO NEW REFERENCE MARKS
 GX3374'(REFERENCE MARK NO. 2, AND REFERENCE MARK NO. 3
 GX3374'WERE ESTABLISHED. THE OLD REFERENCE MARKS WERE RECOVERED AS
 GX3374'DESCRIBED, AND REFERENCE MARK NO. 1 IS CEMENTED IN THE DRILL
 GX3374'HOLE OF THE OLD REFERENCE MARK DESCRIBED AS BEING EAST OF THE
 GX3374'STATION.
 GX3374'
 GX3374'TO REACH FROM THE POST OFFICE IN WHITESVILLE, W.VA., FOLLOW STATE
 GX3374'HIGHWAY 3 TOWARDS BECKLEY FOR 10.5 MILES TO THE VILLAGE OF
 GX3374'FLATS, TURN RIGHT AT SIGN IVY KNOB FIRE TOWER AND FOLLOW ROUGH FARM
 GX3374'ROAD FOR 0.9 MILE TO FORKS, TAKE LEFT FORK AND PROCEED 1.5 MILES,
 GX3374'TURN LEFT AND CONTINUE ALONG PEACH TREE CREEK FOR 4.0 MILES TO THE
 GX3374'HOME OF PRINCE BROWN, THE END OF TRUCK TRAVEL. TAKE BROAD
 GX3374'GOVERNMENT TRAIL SOUTHWEST AND FOLLOW TO THE STATION ABOUT 2-1/4
 GX3374'MILES DISTANT. THE STATION IS 10 FEET SOUTHEAST OF THE SOUTHWEST
 GX3374'CORNER OF THE STEEL CABIN AND 10.6 FEET NORTH OF THE NORTHWEST
 GX3374'FOOTING OF THE FIRE LOOKOUT TOWER.
 GX3374'
 GX3374'REFERENCE MARK NO. 1 IS EAST FROM THE STATION, 8.2 FEET NORTH OF THE
 GX3374'NORTHEAST FOOTING OF THE FIRE LOOKOUT TOWER.
 GX3374'
 GX3374'REFERENCE MARK NO. 2, THE AZIMUTH MARK, IS ON RIDGE ABOUT 1/4 MILE
 GX3374'SOUTH OF THE STATION, ON TOP OF THE LARGEST OF SERVERAL
 GX3374'BOULDERS, ABOUT 50 YARDS WEST OF THE TRAIL LEADING TO THE SUMMIT.
 GX3374'
 GX3374'REFERENCE MARK NO. 3 IS SOUTHWEST FROM THE STATION IN THE SOUTHWEST
 GX3374'FOOTING OF THE FIRE LOOKOUT TOWER.
 GX3374'
 GX3374'*DISTANCES ARE FROM THE TRUE STATION.
 GX3374'
 GX3374'*DIRECTIONS AT THE ECCENTRIC STATION.
 GX3374
 GX3374                          STATION RECOVERY (1952)
 GX3374
 GX3374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3374'THE STATION MARK, AZIMUTH MARK, R.M. NO. 3 AND TWO WITNESS POST WERE
 GX3374'RECOVERED AS DESCRIBED. R.M. NO. 1 HAS BEEN DESTROYED.
 GX3374'
 GX3374'THE PRESENT DESCRIPTION IS ADEQUATE WITH THE FOLLOWING NEW ROUTE TO
 GX3374'THE STATION.
 GX3374'
 GX3374'FROM BECKLEY GO WEST ON STATE ROUTE 3 TO THE TOWN OF NAOMA AND A
 GX3374'BLACKTOP ROAD LEFT AT SIGN IVY KNOB LOOKOUT TOWER 8, TURN LEFT AND
 GX3374'GO 2.7 MILES TO THE PINE KNOB POST OFFICE CONTINUE AHEAD FOR 2.4
 GX3374'MILES TO A ROAD FORK AND A SAW MILL ON THE RIGHT KEEP RIGHT AND GO
 GX3374'2.3 MILES TO THE END OF THE ROAD AND TWO TREES WITH BLAZES ON THE
 GX3374'ROAD SIDE AND END OF TRUCK TRAVEL. PACK UP TRAIL TO THE RIGHT, TO
 GX3374'SUMMIT OF KNOB, LOOKOUT TOWER AND STATION MARK AS DESCRIBED. THE
 GX3374'PROPERTY IS OWNED BY THE STATE. A TWO HOUR PACK.
 GX3374
 GX3374                          STATION RECOVERY (1961)
 GX3374
 GX3374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 GX3374'STATION MARK, REFERENCE MARK NUMBER 3 AND WITNESS POST SOUTH WERE
 GX3374'RECOVERED AND ARE IN GOOD CONDITION. WITNESS POST NORTH WAS
 GX3374'APPARENTLY DESTROYED DURING CONSTRUCTION OF A NEW WATCHMANS CABIN AT
 GX3374'THE STATION SITE.
 GX3374'
 GX3374'THE AZIMUTH MARK WAS NOT VISITED AT THIS DATE.
 GX3374'
 GX3374'THE LOOKOUT TOWER IS STILL AT THE STATION SITE AND SEEMS TO BE IN
 GX3374'GOOD CONDITION.
 GX3374'
 GX3374'STATION MARK IS 11 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE NEW
 GX3374'WATCHMANS CABIN AND 19.2 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 GX3374'OF THE CABIN.
 GX3374'
 GX3374'A MEASUREMENT CHECK WAS MADE TO THE REFERENCE MARK AND WITNESS POST
 GX3374'SOUTH AND THE DISTANCE CHECKED THE 1952 DISTANCE.  THE CENTER OF
 GX3374'THE LOOKOUT TOWER WAS MEASURED TO AND CHECKED THE 1952 MEASUREMENT.
 GX3374'
 GX3374'OBSERVATIONS TO THE MARKS AND CENTER OF THE LOOKOUT TOWER COULD NOT
 GX3374'BE MADE DUE TO BAD WEATHER. VISIBILITY WAS ABOUT 1/2 MILE.
 GX3374'
 GX3374'A NEW ROUTE TO THE STATION FOLLOWS.
 GX3374'
 GX3374'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 79, AT
 GX3374'THE SOUTHEAST EDGE OF OCEANA. GO NORTHEAST ON HIGHWAY 79 FOR
 GX3374'8.8 MILES TOWARD KOPPERSTON, TO A POINT WHERE THE HIGHWAY MAKES A
 GX3374'HORSESHOE TURN AND A GRAVELED ROAD LEADING TO THE RIGHT. TURN
 GX3374'RIGHT AND GO UPHILL ON A GRAVELED AND BLADED ROAD FOR ABOUT 2-1/4
 GX3374'MILES TO THE SOUTH END OF THE RIDGE, IVY KNOB LOOKOUT TOWER AND
 GX3374'STATION.
 GX3374'
 GX3374'A JEEP WILL BE REQUIRED TO DRIVE THE LAST 2-1/4 MILES TO THE STATION.
 GX3374
 GX3374                          STATION RECOVERY (2001)
 GX3374
 GX3374'RECOVERY NOTE BY RALEIGH COUNTY SURVEYOR, WV 2001 (RLG)
 GX3374'STATION IS STILL NEAR BASE OF A FIRE TOWER AS PREVIOUSLY DESCRIBED.
 GX3374'NEW DIRECTIONS. FROM THE INTERSECTION OF WV RT 3 AND 99 IN GLEN DANIEL
 GX3374'FOLLOW RT 99 WEST 10.4 MILES THEN TAKE A HARD LEFT ONTO A GRAVEL ROAD.
 GX3374'FOLLOW THE GRAVEL ROAD 0.3 MILES TO THE FIRE TOWER.
 GX3374
 GX3374                          STATION RECOVERY (2003)
 GX3374
 GX3374'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX3374'CABIN HAS BURNED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2847 ***********************************************************************
 HX2847  DESIGNATION -  IVY
 HX2847  PID         -  HX2847
 HX2847  STATE/COUNTY-  WV/UPSHUR
 HX2847  USGS QUAD   -  BUCKHANNON (1989)
 HX2847
 HX2847                         *CURRENT SURVEY CONTROL
 HX2847  ___________________________________________________________________
 HX2847* NAD 83(1995)-  38 56 15.06863(N)    080 11 29.21330(W)     ADJUSTED  
 HX2847* NAVD 88     -       585.6    (meters)    1921.     (feet)  VERTCON   
 HX2847  ___________________________________________________________________
 HX2847  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 HX2847  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 HX2847
 HX2847  HORZ ORDER  -  FIRST
 HX2847
 HX2847.The horizontal coordinates were established by classical geodetic methods
 HX2847.and adjusted by the National Geodetic Survey in April 1998..
 HX2847
 HX2847.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2847
 HX2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2847
 HX2847.The geoid height was determined by GEOID03.
 HX2847
 HX2847;                    North         East     Units Scale Factor Converg.
 HX2847;SPC WV S     -   215,358.192   670,103.451   MT  1.00001199   +0 29 59.4
 HX2847;SPC WV N     -    48,803.031   540,049.539   MT  1.00001240   -0 26 27.6
 HX2847;UTM  17      - 4,310,153.805   570,075.952   MT  0.99966047   +0 30 29.4
 HX2847
 HX2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2847!SPC WV S     -   0.99991309  x   1.00001199  =   0.99992508
 HX2847!SPC WV N     -   0.99991309  x   1.00001240  =   0.99992549
 HX2847!UTM  17      -   0.99991309  x   0.99966047  =   0.99957359
 HX2847
 HX2847|---------------------------------------------------------------------|
 HX2847| PID    Reference Object                     Distance      Geod. Az  |
 HX2847|                                                           dddmmss.s |
 HX2847| DC3643 IVY RM 1                             33.121 METERS 05802     |
 HX2847| DC3644 IVY RM 2                             24.988 METERS 11306     |
 HX2847| DC3642 IVY AZ MK                                          1931218.5 |
 HX2847|---------------------------------------------------------------------|
 HX2847
 HX2847                          SUPERSEDED SURVEY CONTROL
 HX2847
 HX2847  NAD 83(1986)-  38 56 15.07401(N)    080 11 29.22471(W) AD(       ) 1
 HX2847  NAD 27      -  38 56 14.71340(N)    080 11 29.93260(W) AD(       ) 1
 HX2847  NGVD 29 (07/19/86)  585.8    (m)         1922.     (f) VERT ANG       
 HX2847
 HX2847.Superseded values are not recommended for survey control.
 HX2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2847.See file dsdata.txt to determine how the superseded data were derived.
 HX2847
 HX2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7007610154(NAD 83)
 HX2847_MARKER: DS = TRIANGULATION STATION DISK
 HX2847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2847
 HX2847  HISTORY     - Date     Condition        Report By
 HX2847  HISTORY     - 1941     MONUMENTED       CGS
 HX2847  HISTORY     - 1956     GOOD             CGS
 HX2847
 HX2847                          STATION DESCRIPTION
 HX2847
 HX2847'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2847'THE STATION IS ABOUT
 HX2847'6.1 MILES BY ROAD
 HX2847'SE OF BUCKHANNON ON THE HIGHEST POINT OF A BARE
 HX2847'HILL.  IT IS ON THE PROPERTY OF CAIN
 HX2847'WILFONG, ABOUT 300 FEET E OF
 HX2847'THE CAIN WILFONG STORE AND MILL, AND 10 FEET W OF THE
 HX2847'L.A. ESKEW-CAIN
 HX2847'WILFONG PROPERTY LINE.  IT IS STAMPED IVY 1941 AND IS FLUSH.
 HX2847'
 HX2847'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HX2847'DISKS SET IN CONCRETE AS DESCRIBED.
 HX2847'
 HX2847'REFERENCE MARK NO. 1 IS ON THE PROPERTY OF L.A. ESKEW, AND ON
 HX2847'THE S EDGE OF A
 HX2847'CULTIVATED FIELD.  IT IS STAMPED IVY NO. 1 1941
 HX2847'AND IS FLUSH.
 HX2847'
 HX2847'REFERENCE MARK NO. 2 IS 30 FEET E OF THE L.A. ESKEW-CAIN WILFONG
 HX2847'PROPERTY LINE, ON
 HX2847'THE PROPERTY OF L.A. ESKEW.  IT IS STAMPED IVY
 HX2847'NO. 2 1941 AND IS FLUSH.
 HX2847'
 HX2847'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 HX2847'3-FOOT SQUARE BOULDER THAT
 HX2847'PROJECTS 15 INCHES.  IT IS IN AN OPEN FIELD, ON THE PROPERTY OF
 HX2847'F.R. REED, AND IS 15 FEET N OF
 HX2847'THE CENTER OF A GRADED DIRT ROAD AND IS STAMPED
 HX2847'IVY 1941.  TO REACH FROM THE STATION, GO S ON THE
 HX2847'COUNTY ROAD FOR 0.65 MILE TO
 HX2847'A DIRT ROAD ON THE RIGHT, TURN RIGHT AND GO 0.25 MILE TO THE MARK ON
 HX2847'THE RIGHT.
 HX2847'
 HX2847'TO REACH THE STATION FROM THE COURTHOUSE IN BUCKHANNON, GO SOUTHERLY
 HX2847'ON U.S. HIGHWAY 20
 HX2847'FOR 1.9 MILES TO A MACADAM ROAD ON THE LEFT AND SIGN
 HX2847'TALLMANSVILLE 6 MILES, TURN LEFT
 HX2847'AND GO 4 MILES TO A FORKS, TAKE THE RIGHT FORK AND
 HX2847'GO 0.3 MILE TO THE CAIN WILFONG STORE AND MILL ON
 HX2847'THE LEFT AND THE STATION AS DESCRIBED.
 HX2847'
 HX2847'STATIONS LETZ, PROUDFOOT, AND BEAR ARE VISIBLE FROM THE
 HX2847'GROUND.
 HX2847'
 HX2847'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HX2847
 HX2847                          STATION RECOVERY (1956)
 HX2847
 HX2847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX2847'THE STATION WAS RECOVERED AS DESCRIBED IN 1941 AND ALL MARKS WERE
 HX2847'FOUND IN GOOD
 HX2847'CONDITION.  THE DISTANCE AND DIRECTION TO THE AZIMUTH MARK AND
 HX2847'REFERENCE MARKS CHECKED WITH THE
 HX2847'1941 DISTANCE AND DIRECTION.
 HX2847'
 HX2847'THE 1941 DESCRIPTION TO REACH IS ADEQUATE.
 HX2847'
 HX2847'1956 OBSERVATIONS TAKEN FROM A 64 FT. TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3373 ***********************************************************************
 GX3373  DESIGNATION -  IVY KNOB LOOKOUT TOWER 1952
 GX3373  PID         -  GX3373
 GX3373  STATE/COUNTY-  WV/WYOMING
 GX3373  USGS QUAD   -  ARNETT (1989)
 GX3373
 GX3373                         *CURRENT SURVEY CONTROL
 GX3373  ___________________________________________________________________
 GX3373* NAD 83(1995)-  37 47 15.66333(N)    081 29 28.01336(W)     ADJUSTED  
 GX3373* NAVD 88     -      1103.     (meters)    3619.     (feet)  SCALED    
 GX3373  ___________________________________________________________________
 GX3373  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GX3373  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GX3373
 GX3373  HORZ ORDER  -  SECOND
 GX3373
 GX3373.The horizontal coordinates were established by classical geodetic methods
 GX3373.and adjusted by the National Geodetic Survey in April 1998..
 GX3373
 GX3373.The orthometric height was scaled from a topographic map.
 GX3373
 GX3373.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3373
 GX3373.The geoid height was determined by GEOID03.
 GX3373
 GX3373;                    North         East     Units Scale Factor Converg.
 GX3373;SPC WV S     -    87,538.220   556,742.497   MT  0.99994951   -0 18 13.0
 GX3373;UTM  17      - 4,182,372.133   456,757.281   MT  0.99962303   -0 18 03.3
 GX3373
 GX3373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3373!SPC WV S     -   0.99983187  x   0.99994951  =   0.99978139
 GX3373!UTM  17      -   0.99983187  x   0.99962303  =   0.99945497
 GX3373
 GX3373                          SUPERSEDED SURVEY CONTROL
 GX3373
 GX3373  NAD 83(1995)-  37 47 15.66752(N)    081 29 28.01302(W) AD(       ) 2
 GX3373  NAD 83(1986)-  37 47 15.67062(N)    081 29 28.02019(W) AD(       ) 2
 GX3373  NAD 27      -  37 47 15.26800(N)    081 29 28.64000(W) AD(       ) 2
 GX3373
 GX3373.Superseded values are not recommended for survey control.
 GX3373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3373.See file dsdata.txt to determine how the superseded data were derived.
 GX3373
 GX3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB5675782372(NAD 83)
 GX3373_MARKER: 57 = LOOKOUT TOWER
 GX3373
 GX3373  HISTORY     - Date     Condition        Report By
 GX3373  HISTORY     - 1952     FIRST OBSERVED   CGS
 GX3373
 GX3373                          STATION DESCRIPTION
 GX3373
 GX3373'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3373'THE POINT OBSERVED UPON WAS THE CENTER OF THE BASE OF THE LOOKOUT
 GX3373'TOWER. IT IS LOCATED ABOUT 8 MILES SOUTHWEST OF NOAMA AND ON THE
 GX3373'SUMMIT OF IVY KNOB, ONE OF THE PEAKS OF THE CHERRY POND RANGE AND
 GX3373'NEAR THE CORNER OF BOONE AND WYOMING COUNTIES AT THE HEAD
 GX3373'WATERS OF PEACH CREEK. THE TOWER IS ON PROPERTY LEASED BY THE U.S.
 GX3373'FOREST SERVICE.
 GX3373'
 GX3373'THE TOWER IS A STEEL STRUCTURE WITH FOUR LEGS AND APPROXIMATELY 65
 GX3373'FEET HIGH. IT HAS THE REGULATION GLASS ENCLOSED OBSERVATION CAB
 GX3373'ON THE TOP WITH AN INSIDE STAIRWAY LEADING TO SAME. THE STRUCTURE IS
 GX3373'PAINTED GREY IN ITS ENTIRETY.
 GX3373'
 GX3373'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION IVY
 GX3373'1881-1935, THE DISTANCE BEING 4.840 METERS.
 GX3373'
 GX3373'STATION IVY IS REACHED FROM THE JUNCTION OF STATE HWYS 10 AND 79, AT
 GX3373'THE SOUTHEAST EDGE OF OCEANA. GO NORTHEAST ON HIGHWAY 79 FOR
 GX3373'8.8 MILES TOWARD KOPPERSTON, TO A POINT WHERE THE HIGHWAY MAKES A
 GX3373'HORSESHOE TURN AND A GRAVELED ROAD LEADING TO THE RIGHT. TURN
 GX3373'RIGHT AND GO UPHILL ON A GRAVELED AND BLADED ROAD FOR ABOUT 2-1/4
 GX3373'MILES TO THE SOUTH END OF THE RIDGE, IVY KNOB LOOKOUT TOWER AND
 GX3373'STATION IVY.
 GX3373'
 GX3373'A JEEP WILL BE REQUIRED TO DRIVE THE LAST 2-1/4 MILES TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0855 ***********************************************************************
 KY0855  DESIGNATION -  J
 KY0855  PID         -  KY0855
 KY0855  STATE/COUNTY-  WV/OHIO
 KY0855  USGS QUAD   -  VALLEY GROVE (1981)
 KY0855
 KY0855                         *CURRENT SURVEY CONTROL
 KY0855  ___________________________________________________________________
 KY0855* NAD 83(1986)-  40 03 12.     (N)    080 37 28.     (W)     SCALED    
 KY0855* NAVD 88     -       226.220  (meters)     742.19   (feet)  ADJUSTED  
 KY0855  ___________________________________________________________________
 KY0855  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY0855  DYNAMIC HT  -         226.094 (meters)     741.78  (feet)  COMP
 KY0855  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 KY0855
 KY0855  VERT ORDER  -  SECOND    CLASS 0
 KY0855
 KY0855.The horizontal coordinates were scaled from a topographic map and have
 KY0855.an estimated accuracy of +/- 6 seconds.
 KY0855
 KY0855.The orthometric height was determined by differential leveling
 KY0855.and adjusted by the National Geodetic Survey in June 1991..
 KY0855
 KY0855.The geoid height was determined by GEOID03.
 KY0855
 KY0855.The dynamic height is computed by dividing the NAVD 88
 KY0855.geopotential number by the normal gravity value computed on the
 KY0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0855.degrees latitude (g = 980.6199 gals.).
 KY0855
 KY0855.The modeled gravity was interpolated from observed gravity values.
 KY0855
 KY0855;                    North         East    Units  Estimated Accuracy
 KY0855;SPC WV N     -   173,050.      504,060.      MT  (+/- 180 meters Scaled)
 KY0855
 KY0855                          SUPERSEDED SURVEY CONTROL
 KY0855
 KY0855  NGVD 29 (??/??/92)  226.37   (m)          742.7    (f) COMPUTED    2 0
 KY0855
 KY0855.Superseded values are not recommended for survey control.
 KY0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0855.See file dsdata.txt to determine how the superseded data were derived.
 KY0855
 KY0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE320337(NAD 83)
 KY0855_MARKER: DB = BENCH MARK DISK
 KY0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0855+STABILITY: SURFACE MOTION
 KY0855
 KY0855  HISTORY     - Date     Condition        Report By
 KY0855  HISTORY     - UNK      MONUMENTED       WVGS
 KY0855  HISTORY     - 1935     GOOD             NGS
 KY0855  HISTORY     - 1960     MARK NOT FOUND   NGS
 KY0855
 KY0855                          STATION DESCRIPTION
 KY0855
 KY0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY0855'AT TRIADELPHIA.
 KY0855'AT TRIADELPHIA, OHIO COUNTY, NEAR THE WEST CITY LIMITS, AT THE
 KY0855'JUNCTION OF U.S. HIGHWAY 40 AND A ROAD, AND 40 FEET WEST OF A
 KY0855'HOUSE.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 KY0855'POST.
 KY0855
 KY0855                          STATION RECOVERY (1960)
 KY0855
 KY0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1464 ***********************************************************************
 HX1464  DESIGNATION -  J 10
 HX1464  PID         -  HX1464
 HX1464  STATE/COUNTY-  WV/LEWIS
 HX1464  USGS QUAD   -  PETERSON (1989)
 HX1464
 HX1464                         *CURRENT SURVEY CONTROL
 HX1464  ___________________________________________________________________
 HX1464* NAD 83(1986)-  38 54 59.     (N)    080 30 14.     (W)     SCALED    
 HX1464* NAVD 88     -       329.288  (meters)    1080.34   (feet)  ADJUSTED  
 HX1464  ___________________________________________________________________
 HX1464  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HX1464  DYNAMIC HT  -         329.072 (meters)    1079.63  (feet)  COMP
 HX1464  MODELED GRAV-     979,961.0   (mgal)                       NAVD 88
 HX1464
 HX1464  VERT ORDER  -  SECOND    CLASS 0
 HX1464
 HX1464.The horizontal coordinates were scaled from a topographic map and have
 HX1464.an estimated accuracy of +/- 6 seconds.
 HX1464
 HX1464.The orthometric height was determined by differential leveling
 HX1464.and adjusted by the National Geodetic Survey in June 1991..
 HX1464
 HX1464.The geoid height was determined by GEOID03.
 HX1464
 HX1464.The dynamic height is computed by dividing the NAVD 88
 HX1464.geopotential number by the normal gravity value computed on the
 HX1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1464.degrees latitude (g = 980.6199 gals.).
 HX1464
 HX1464.The modeled gravity was interpolated from observed gravity values.
 HX1464
 HX1464;                    North         East    Units  Estimated Accuracy
 HX1464;SPC WV S     -   212,820.      643,030.      MT  (+/- 180 meters Scaled)
 HX1464
 HX1464                          SUPERSEDED SURVEY CONTROL
 HX1464
 HX1464  NGVD 29 (??/??/92)  329.448  (m)         1080.86   (f) ADJ UNCH    2 0
 HX1464
 HX1464.Superseded values are not recommended for survey control.
 HX1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1464.See file dsdata.txt to determine how the superseded data were derived.
 HX1464
 HX1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND430076(NAD 83)
 HX1464_MARKER: DB = BENCH MARK DISK
 HX1464_SETTING: 66 = SET IN ROCK OUTCROP
 HX1464_SP_SET: ROCK LEDGE
 HX1464_STAMPING: J 10 1933
 HX1464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1464+STABILITY: POSITION/ELEVATION WELL
 HX1464
 HX1464  HISTORY     - Date     Condition        Report By
 HX1464  HISTORY     - 1933     MONUMENTED       CGS
 HX1464  HISTORY     - 1944     GOOD             NGS
 HX1464
 HX1464                          STATION DESCRIPTION
 HX1464
 HX1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1464'2 MI S FROM ROANVILLE.
 HX1464'2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1464'STATION AT ROANVILLE (ROANOKE), LEWIS COUNTY, 528 YARDS NORTH
 HX1464'OF THE STATION AT ARNOLD, 33.5 RAILS NORTH OF BRIDGE 39 A, IN
 HX1464'THE TOP OF A ROCK LEDGE, 12 FEET WEST OF THE CENTERLINE OF THE
 HX1464'TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED J
 HX1464'10 1933.
 HX1464
 HX1464                          STATION RECOVERY (1944)
 HX1464
 HX1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 HX1464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1264 ***********************************************************************
 JX1264  DESIGNATION -  J 100
 JX1264  PID         -  JX1264
 JX1264  STATE/COUNTY-  WV/WOOD
 JX1264  USGS QUAD   -  LUBECK (1994)
 JX1264
 JX1264                         *CURRENT SURVEY CONTROL
 JX1264  ___________________________________________________________________
 JX1264* NAD 83(1986)-  39 11 23.     (N)    081 38 48.     (W)     SCALED    
 JX1264* NAVD 88     -       197.758  (meters)     648.81   (feet)  ADJUSTED  
 JX1264  ___________________________________________________________________
 JX1264  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX1264  DYNAMIC HT  -         197.634 (meters)     648.40  (feet)  COMP
 JX1264  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 JX1264
 JX1264  VERT ORDER  -  SECOND    CLASS 0
 JX1264
 JX1264.The horizontal coordinates were scaled from a topographic map and have
 JX1264.an estimated accuracy of +/- 6 seconds.
 JX1264
 JX1264.The orthometric height was determined by differential leveling
 JX1264.and adjusted by the National Geodetic Survey in June 1991..
 JX1264
 JX1264.The geoid height was determined by GEOID03.
 JX1264
 JX1264.The dynamic height is computed by dividing the NAVD 88
 JX1264.geopotential number by the normal gravity value computed on the
 JX1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1264.degrees latitude (g = 980.6199 gals.).
 JX1264
 JX1264.The modeled gravity was interpolated from observed gravity values.
 JX1264
 JX1264;                    North         East    Units  Estimated Accuracy
 JX1264;SPC WV N     -    78,790.      414,560.      MT  (+/- 180 meters Scaled)
 JX1264
 JX1264                          SUPERSEDED SURVEY CONTROL
 JX1264
 JX1264  NGVD 29 (??/??/92)  197.952  (m)          649.45   (f) ADJ UNCH    2 0
 JX1264
 JX1264.Superseded values are not recommended for survey control.
 JX1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1264.See file dsdata.txt to determine how the superseded data were derived.
 JX1264
 JX1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD441380(NAD 83)
 JX1264_MARKER: DB = BENCH MARK DISK
 JX1264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1264_SP_SET: BRIDGE
 JX1264_STAMPING: J 100 1956
 JX1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1264
 JX1264  HISTORY     - Date     Condition        Report By
 JX1264  HISTORY     - 1956     MONUMENTED       CGS
 JX1264  HISTORY     - 1976     GOOD             NGS
 JX1264  HISTORY     - 1984     GOOD             NGS
 JX1264
 JX1264                          STATION DESCRIPTION
 JX1264
 JX1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1264'3.6 MI NW FROM WADEVILLE.
 JX1264'3.55 MILES NORTHWEST ALONG A GRAVEL ROAD FROM BRIDGE OVER NORTH
 JX1264'FORK OF LEE CREEK AT WADEVILLE, ABOUT 0.35 MILE SOUTHEAST OF
 JX1264'JUNCTION OF A GRAVEL ROAD WEST, ABOUT 91 YARDS SOUTHEAST OF
 JX1264'JUNCTION OF A ROAD EAST, IN THE TOP OF THE EAST WING WALL OF THE
 JX1264'NORTHEAST ABUTMENT OF A 10-FOOT CONCRETE BRIDGE OVER A CREEK
 JX1264'BRANCH, 10 1/2 FEET SOUTHEAST OF CENTER LINE OF ROAD, 1/2 FOOT
 JX1264'NORTHEAST OF NORTHEAST END OF SOUTHEAST HEAD WALL AND AOBUT 1/2
 JX1264'FOOT ABOVE LEVEL OF ROAD.
 JX1264
 JX1264                          STATION RECOVERY (1976)
 JX1264
 JX1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1264'RECOVERED IN GOOD CONDITION.
 JX1264
 JX1264                          STATION RECOVERY (1984)
 JX1264
 JX1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1275 ***********************************************************************
 JX1275  DESIGNATION -  J 101
 JX1275  PID         -  JX1275
 JX1275  STATE/COUNTY-  WV/JACKSON
 JX1275  USGS QUAD   -  POND CREEK (1994)
 JX1275
 JX1275                         *CURRENT SURVEY CONTROL
 JX1275  ___________________________________________________________________
 JX1275* NAD 83(1986)-  39 04 50.     (N)    081 43 04.     (W)     SCALED    
 JX1275* NAVD 88     -       184.425  (meters)     605.07   (feet)  ADJUSTED  
 JX1275  ___________________________________________________________________
 JX1275  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX1275  DYNAMIC HT  -         184.308 (meters)     604.68  (feet)  COMP
 JX1275  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 JX1275
 JX1275  VERT ORDER  -  SECOND    CLASS 0
 JX1275
 JX1275.The horizontal coordinates were scaled from a topographic map and have
 JX1275.an estimated accuracy of +/- 6 seconds.
 JX1275
 JX1275.The orthometric height was determined by differential leveling
 JX1275.and adjusted by the National Geodetic Survey in June 1991..
 JX1275
 JX1275.The geoid height was determined by GEOID03.
 JX1275
 JX1275.The dynamic height is computed by dividing the NAVD 88
 JX1275.geopotential number by the normal gravity value computed on the
 JX1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1275.degrees latitude (g = 980.6199 gals.).
 JX1275
 JX1275.The modeled gravity was interpolated from observed gravity values.
 JX1275
 JX1275;                    North         East    Units  Estimated Accuracy
 JX1275;SPC WV S     -   231,170.      537,890.      MT  (+/- 180 meters Scaled)
 JX1275
 JX1275                          SUPERSEDED SURVEY CONTROL
 JX1275
 JX1275  NGVD 29 (??/??/92)  184.600  (m)          605.64   (f) ADJ UNCH    2 0
 JX1275
 JX1275.Superseded values are not recommended for survey control.
 JX1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1275.See file dsdata.txt to determine how the superseded data were derived.
 JX1275
 JX1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD379259(NAD 83)
 JX1275_MARKER: DB = BENCH MARK DISK
 JX1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1275_STAMPING: J 101 1956
 JX1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1275+STABILITY: SURFACE MOTION
 JX1275
 JX1275  HISTORY     - Date     Condition        Report By
 JX1275  HISTORY     - 1956     MONUMENTED       CGS
 JX1275
 JX1275                          STATION DESCRIPTION
 JX1275
 JX1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1275'6.4 MI SE FROM BELLEVILLE.
 JX1275'2.9 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE BALTIMORE AND OHIO
 JX1275'RAILROAD STATION AT BELLEVILLE TO A POINT 0.7 MILE SOUTH OF
 JX1275'BRIDGE OVER POND CREEK, THENCE ABOUT 0.8 MILE SOUTHEAST, ABOUT
 JX1275'0.1 MILE NORTHEAST AND ABOUT 2.15 MILES SOUTHEAST AND EAST ALONG
 JX1275'DIRT ROAD, THENCE ABOUT 0.45 MILE NORTH ALONG A GRAVEL ROAD
 JX1275'FOLLOWING LITTLE POND CREEK, AT THE JUNCTION OF A DIRT ROAD
 JX1275'LEADING SOUTHEAST, 19 FEET EAST OF CENTER LINE OF NORTH-SOUTH
 JX1275'GRAVEL ROAD, 48 FEET NORTH-NORTHEAST OF CENTER OF JUNCTION, 147
 JX1275'FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF E.R. EVANS FARM
 JX1275'HOUSE, 10 FEET SOUTHWEST OF CENTER LINE OF A DRIVE SOUTHEAST TO
 JX1275'GARAGE, 11 FEET NORTHEAST OF THE EAST END OF A 30-INCH METAL PIPE
 JX1275'CULVERT UNDER ROAD, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 JX1275'POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 JX1275'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1288 ***********************************************************************
 JX1288  DESIGNATION -  J 102
 JX1288  PID         -  JX1288
 JX1288  STATE/COUNTY-  WV/JACKSON
 JX1288  USGS QUAD   -  POND CREEK (1994)
 JX1288
 JX1288                         *CURRENT SURVEY CONTROL
 JX1288  ___________________________________________________________________
 JX1288* NAD 83(1986)-  39 02 27.     (N)    081 38 24.     (W)     SCALED    
 JX1288* NAVD 88     -       330.705  (meters)    1084.99   (feet)  ADJUSTED  
 JX1288  ___________________________________________________________________
 JX1288  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JX1288  DYNAMIC HT  -         330.496 (meters)    1084.30  (feet)  COMP
 JX1288  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JX1288
 JX1288  VERT ORDER  -  SECOND    CLASS 0
 JX1288
 JX1288.The horizontal coordinates were scaled from a topographic map and have
 JX1288.an estimated accuracy of +/- 6 seconds.
 JX1288
 JX1288.The orthometric height was determined by differential leveling
 JX1288.and adjusted by the National Geodetic Survey in June 1991..
 JX1288
 JX1288.The geoid height was determined by GEOID03.
 JX1288
 JX1288.The dynamic height is computed by dividing the NAVD 88
 JX1288.geopotential number by the normal gravity value computed on the
 JX1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1288.degrees latitude (g = 980.6199 gals.).
 JX1288
 JX1288.The modeled gravity was interpolated from observed gravity values.
 JX1288
 JX1288;                    North         East    Units  Estimated Accuracy
 JX1288;SPC WV S     -   226,710.      544,590.      MT  (+/- 180 meters Scaled)
 JX1288
 JX1288                          SUPERSEDED SURVEY CONTROL
 JX1288
 JX1288  NGVD 29 (??/??/92)  330.871  (m)         1085.53   (f) ADJ UNCH    2 0
 JX1288
 JX1288.Superseded values are not recommended for survey control.
 JX1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1288.See file dsdata.txt to determine how the superseded data were derived.
 JX1288
 JX1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD446215(NAD 83)
 JX1288_MARKER: DB = BENCH MARK DISK
 JX1288_SETTING: 66 = SET IN ROCK OUTCROP
 JX1288_SP_SET: ROCK LEDGE
 JX1288_STAMPING: J 102 1956
 JX1288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1288+STABILITY: POSITION/ELEVATION WELL
 JX1288
 JX1288  HISTORY     - Date     Condition        Report By
 JX1288  HISTORY     - 1956     MONUMENTED       CGS
 JX1288
 JX1288                          STATION DESCRIPTION
 JX1288
 JX1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1288'10 MI SW FROM ROCKPORT.
 JX1288'0.15 MILE SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1288'ROCKPORT THENCE ABOUT 6.65 MILES SOUTHWEST AND WEST ALONG A
 JX1288'GRAVEL ROAD LEADING TO BELLEVILLE THENCE ABOUT 2.2 MILES
 JX1288'SOUTHEAST ALONG A NARROW GRAVEL ROAD, THENCE ABOUT 0.95 MILE
 JX1288'WEST ALONG A DIRT ROAD, ABOUT 0.1 MILE EAST OF A DIM ROAD
 JX1288'NORTH, SET IN THE TOP OF A SANDSTONE LEDGE, 17 FEET
 JX1288'SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 53 FEET SOUTH-SOUTHEAST
 JX1288'OF CENTER OF JUNCTION OF DIRT ROAD AND A DIM ROAD LEADING
 JX1288'NORTHEAST AND DOWN HILL TO OSCAR LEMLEY FARM HOUSE, 5 1/2 FEET
 JX1288'SOUTHEAST OF A RIGHT ANGLE OFFSET IN LEDGE, 1 3/4 FEET NORTHEAST
 JX1288'OF A FENCE LINE, 1 FOOT NORTHEAST OF SOUTHWEST EDGE OF LEDGE AND
 JX1288'ABOUT 3 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0323 ***********************************************************************
 HY0323  DESIGNATION -  J 104
 HY0323  PID         -  HY0323
 HY0323  STATE/COUNTY-  WV/MASON
 HY0323  USGS QUAD   -  CHESHIRE (1989)
 HY0323
 HY0323                         *CURRENT SURVEY CONTROL
 HY0323  ___________________________________________________________________
 HY0323* NAD 83(1986)-  38 54 45.     (N)    082 00 35.     (W)     SCALED    
 HY0323* NAVD 88     -       187.128  (meters)     613.94   (feet)  ADJUSTED  
 HY0323  ___________________________________________________________________
 HY0323  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HY0323  DYNAMIC HT  -         187.010 (meters)     613.55  (feet)  COMP
 HY0323  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 HY0323
 HY0323  VERT ORDER  -  SECOND    CLASS 0
 HY0323
 HY0323.The horizontal coordinates were scaled from a topographic map and have
 HY0323.an estimated accuracy of +/- 6 seconds.
 HY0323
 HY0323.The orthometric height was determined by differential leveling
 HY0323.and adjusted by the National Geodetic Survey in June 1991..
 HY0323
 HY0323.The geoid height was determined by GEOID03.
 HY0323
 HY0323.The dynamic height is computed by dividing the NAVD 88
 HY0323.geopotential number by the normal gravity value computed on the
 HY0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0323.degrees latitude (g = 980.6199 gals.).
 HY0323
 HY0323.The modeled gravity was interpolated from observed gravity values.
 HY0323
 HY0323;                    North         East    Units  Estimated Accuracy
 HY0323;SPC WV S     -   212,750.      512,430.      MT  (+/- 180 meters Scaled)
 HY0323
 HY0323                          SUPERSEDED SURVEY CONTROL
 HY0323
 HY0323  NGVD 29 (??/??/92)  187.323  (m)          614.58   (f) ADJ UNCH    2 0
 HY0323
 HY0323.Superseded values are not recommended for survey control.
 HY0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0323.See file dsdata.txt to determine how the superseded data were derived.
 HY0323
 HY0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD124075(NAD 83)
 HY0323_MARKER: DB = BENCH MARK DISK
 HY0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0323_SP_SET: BRIDGE
 HY0323_STAMPING: J 104 1956
 HY0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0323
 HY0323  HISTORY     - Date     Condition        Report By
 HY0323  HISTORY     - 1956     MONUMENTED       CGS
 HY0323
 HY0323                          STATION DESCRIPTION
 HY0323
 HY0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0323'7.8 MI SE FROM LAKIN.
 HY0323'2.05 MILES SOUTH ALONG STATE HIGHWAY 62 FROM LAKIN STATE HOSPITAL
 HY0323'AT LAKIN, THENCE ABOUT 1.95 MILES SOUTHEAST AND 0.3 MILE NORTHEAST
 HY0323'ALONG BLACK TOP ROADS, THENCE ABOUT 3.5 MILES SOUTHEAST AND EAST
 HY0323'ALONG A GRAVEL ROAD, 159 FEET WEST OF T JUNCTION OF A NORTH-SOUTH
 HY0323'GRAVEL ROAD, IN THE TOP OF NORTHEAST WING WALL OF A 12-FOOT
 HY0323'CONCRETE BRIDGE, 9 FEET NORTH OF CENTER LINE OF ROAD, 1 FOOT
 HY0323'NORTHEAST OF EAST END OF NORTH HEAD WALL AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD8851 ***********************************************************************
 AD8851  DESIGNATION -  J 104 RESET
 AD8851  PID         -  AD8851
 AD8851  STATE/COUNTY-  WV/MASON
 AD8851  USGS QUAD   -  CHESHIRE (1989)
 AD8851
 AD8851                         *CURRENT SURVEY CONTROL
 AD8851  ___________________________________________________________________
 AD8851* NAD 83(1986)-  38 54 45.     (N)    082 00 35.     (W)     SCALED    
 AD8851* NAVD 88     -       187.21   (meters)     614.2    (feet)  RESET     
 AD8851  ___________________________________________________________________
 AD8851  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AD8851
 AD8851  VERT ORDER  -  THIRD
 AD8851
 AD8851.The horizontal coordinates were scaled from a topographic map and have
 AD8851.an estimated accuracy of +/- 6 seconds.
 AD8851
 AD8851.The orthometric height was computed from unverified reset data.
 AD8851
 AD8851.The geoid height was determined by GEOID03.
 AD8851
 AD8851;                    North         East    Units  Estimated Accuracy
 AD8851;SPC WV S     -   212,750.      512,430.      MT  (+/- 180 meters Scaled)
 AD8851
 AD8851                          SUPERSEDED SURVEY CONTROL
 AD8851
 AD8851.No superseded survey control is available for this station.
 AD8851
 AD8851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD124075(NAD 83)
 AD8851_MARKER: DV = VERTICAL CONTROL DISK
 AD8851_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD8851_SP_SET: BRIDGE WINGWALL
 AD8851_STAMPING: J 104 RESET 1979
 AD8851_MARK LOGO: NGS   
 AD8851_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8851
 AD8851  HISTORY     - Date     Condition        Report By
 AD8851  HISTORY     - 1979     MONUMENTED       WVHD
 AD8851
 AD8851                          STATION DESCRIPTION
 AD8851
 AD8851'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1979 (WLC)
 AD8851'2.05 MILES (3.30 KM) SOUTH ALONG STATE HIGHWAY 62 FROM LAKIN STATE
 AD8851'HOSPITAL AT LAKIN, THENCE ABOUT 1.95 MILES (3.14 KM) SOUTHEAST AND 0.3
 AD8851'MILE (0.5 KM) NORTHEAST ALONG BLACK TOP ROADS, THENCE ABOUT 3.5 MILES
 AD8851'(5.6 KM) SOUTHEAST AND EAST ALONG A GRAVEL ROAD, 159 FEET (48.5 M)
 AD8851'WEST IN THE TOP OF NORTHWEST WING WALL OF A 12-FOOT CONCRETE BRIDGE, 9
 AD8851'FEET (2.7 M) NORTH OF CENTER LINE OF ROAD, 1 FOOT (0.3 M) NORTHEAST OF
 AD8851'EAST END OF NORTH HEAD WALL AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2385 ***********************************************************************
 HX2385  DESIGNATION -  J 105
 HX2385  PID         -  HX2385
 HX2385  STATE/COUNTY-  WV/JACKSON
 HX2385  USGS QUAD   -  KENNA (1975)
 HX2385
 HX2385                         *CURRENT SURVEY CONTROL
 HX2385  ___________________________________________________________________
 HX2385* NAD 83(1986)-  38 39 01.     (N)    081 40 06.     (W)     SCALED    
 HX2385* NAVD 88     -       271.585  (meters)     891.03   (feet)  ADJUSTED  
 HX2385  ___________________________________________________________________
 HX2385  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HX2385  DYNAMIC HT  -         271.403 (meters)     890.43  (feet)  COMP
 HX2385  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 HX2385
 HX2385  VERT ORDER  -  SECOND    CLASS 0
 HX2385
 HX2385.The horizontal coordinates were scaled from a topographic map and have
 HX2385.an estimated accuracy of +/- 6 seconds.
 HX2385
 HX2385.The orthometric height was determined by differential leveling
 HX2385.and adjusted by the National Geodetic Survey in June 1991..
 HX2385
 HX2385.The geoid height was determined by GEOID03.
 HX2385
 HX2385.The dynamic height is computed by dividing the NAVD 88
 HX2385.geopotential number by the normal gravity value computed on the
 HX2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2385.degrees latitude (g = 980.6199 gals.).
 HX2385
 HX2385.The modeled gravity was interpolated from observed gravity values.
 HX2385
 HX2385;                    North         East    Units  Estimated Accuracy
 HX2385;SPC WV S     -   183,380.      541,820.      MT  (+/- 180 meters Scaled)
 HX2385
 HX2385                          SUPERSEDED SURVEY CONTROL
 HX2385
 HX2385  NGVD 29 (??/??/92)  271.766  (m)          891.62   (f) ADJ UNCH    2 0
 HX2385
 HX2385.Superseded values are not recommended for survey control.
 HX2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2385.See file dsdata.txt to determine how the superseded data were derived.
 HX2385
 HX2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC418781(NAD 83)
 HX2385_MARKER: DB = BENCH MARK DISK
 HX2385_SETTING: 66 = SET IN ROCK OUTCROP
 HX2385_SP_SET: ROCK CUT
 HX2385_STAMPING: J 105 1956
 HX2385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2385+STABILITY: POSITION/ELEVATION WELL
 HX2385
 HX2385  HISTORY     - Date     Condition        Report By
 HX2385  HISTORY     - 1956     MONUMENTED       CGS
 HX2385
 HX2385                          STATION DESCRIPTION
 HX2385
 HX2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2385'2 MI S FROM KENNA.
 HX2385'ABOUT 2.0 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION OF
 HX2385'ROAD EAST TO KENTUCK AT KENNA, ABOUT 0.75 MILE SOUTH OF TOP OF
 HX2385'GRADE OF DIVIDE HILL AND JUNCTION OF STATE HIGHWAY 34 LEADING
 HX2385'WEST, ABOUT 18 YARDS NORTH OF JUNCTION OF A PRIVATE ROAD LEADING
 HX2385'SOUTH-SOUTHWEST AND UPHILL, 17 FEET WEST OF CENTER LINE OF
 HX2385'HIGHWAY, SET VERTICALLY IN THE EAST FACE OF A 15-FOOT HIGH SOLID
 HX2385'ROCK IN A 25-FOOT HIGH CUT, 60 FEET NORTH OF SOUTH END OF ROCK
 HX2385'CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2509 ***********************************************************************
 HX2509  DESIGNATION -  J 106
 HX2509  PID         -  HX2509
 HX2509  STATE/COUNTY-  WV/JACKSON
 HX2509  USGS QUAD   -  RIPLEY (1975)
 HX2509
 HX2509                         *CURRENT SURVEY CONTROL
 HX2509  ___________________________________________________________________
 HX2509* NAD 83(1986)-  38 45 10.     (N)    081 39 52.     (W)     SCALED    
 HX2509* NAVD 88     -       274.553  (meters)     900.76   (feet)  ADJUSTED  
 HX2509  ___________________________________________________________________
 HX2509  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HX2509  DYNAMIC HT  -         274.372 (meters)     900.17  (feet)  COMP
 HX2509  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 HX2509
 HX2509  VERT ORDER  -  SECOND    CLASS 0
 HX2509
 HX2509.The horizontal coordinates were scaled from a topographic map and have
 HX2509.an estimated accuracy of +/- 6 seconds.
 HX2509
 HX2509.The orthometric height was determined by differential leveling
 HX2509.and adjusted by the National Geodetic Survey in June 1991..
 HX2509
 HX2509.The geoid height was determined by GEOID03.
 HX2509
 HX2509.The dynamic height is computed by dividing the NAVD 88
 HX2509.geopotential number by the normal gravity value computed on the
 HX2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2509.degrees latitude (g = 980.6199 gals.).
 HX2509
 HX2509.The modeled gravity was interpolated from observed gravity values.
 HX2509
 HX2509;                    North         East    Units  Estimated Accuracy
 HX2509;SPC WV S     -   194,750.      542,240.      MT  (+/- 180 meters Scaled)
 HX2509
 HX2509                          SUPERSEDED SURVEY CONTROL
 HX2509
 HX2509  NGVD 29 (??/??/92)  274.732  (m)          901.35   (f) ADJ UNCH    2 0
 HX2509
 HX2509.Superseded values are not recommended for survey control.
 HX2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2509.See file dsdata.txt to determine how the superseded data were derived.
 HX2509
 HX2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC422895(NAD 83)
 HX2509_MARKER: DB = BENCH MARK DISK
 HX2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2509_STAMPING: J 106 1956
 HX2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2509+STABILITY: SURFACE MOTION
 HX2509
 HX2509  HISTORY     - Date     Condition        Report By
 HX2509  HISTORY     - 1956     MONUMENTED       CGS
 HX2509
 HX2509                          STATION DESCRIPTION
 HX2509
 HX2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2509'3.6 MI W FROM STATTS MILLS.
 HX2509'ABOUT 3.6 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD FROM THE
 HX2509'POST OFFICE AT STATTS MILLS, ABOUT 70 YARDS EAST OF BOTTOM OF
 HX2509'GRADES, 19 FEET NORTHEAST OF CENTER LINE OF ROAD AND ON OUTSIDE
 HX2509'OF A STEEP CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST,
 HX2509'124 FEET EAST OF CENTER OF JUNCTION OF A DRIVE SOUTH TO A FARM
 HX2509'HOUSE WITH GLASSED-IN PORCH, 1 FOOT SOUTHWEST OF A FENCE LINE,
 HX2509'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 HX2509'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HX2509'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2455 ***********************************************************************
 HX2455  DESIGNATION -  J 107
 HX2455  PID         -  HX2455
 HX2455  STATE/COUNTY-  WV/JACKSON
 HX2455  USGS QUAD   -  RIPLEY (1975)
 HX2455
 HX2455                         *CURRENT SURVEY CONTROL
 HX2455  ___________________________________________________________________
 HX2455* NAD 83(1986)-  38 49 08.     (N)    081 42 57.     (W)     SCALED    
 HX2455* NAVD 88     -       183.456  (meters)     601.89   (feet)  ADJUSTED  
 HX2455  ___________________________________________________________________
 HX2455  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HX2455  DYNAMIC HT  -         183.335 (meters)     601.49  (feet)  COMP
 HX2455  MODELED GRAV-     979,969.0   (mgal)                       NAVD 88
 HX2455
 HX2455  VERT ORDER  -  SECOND    CLASS 0
 HX2455
 HX2455.The horizontal coordinates were scaled from a topographic map and have
 HX2455.an estimated accuracy of +/- 6 seconds.
 HX2455
 HX2455.The orthometric height was determined by differential leveling
 HX2455.and adjusted by the National Geodetic Survey in June 1991..
 HX2455
 HX2455.The geoid height was determined by GEOID03.
 HX2455
 HX2455.The dynamic height is computed by dividing the NAVD 88
 HX2455.geopotential number by the normal gravity value computed on the
 HX2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2455.degrees latitude (g = 980.6199 gals.).
 HX2455
 HX2455.The modeled gravity was interpolated from observed gravity values.
 HX2455
 HX2455;                    North         East    Units  Estimated Accuracy
 HX2455;SPC WV S     -   202,120.      537,830.      MT  (+/- 180 meters Scaled)
 HX2455
 HX2455                          SUPERSEDED SURVEY CONTROL
 HX2455
 HX2455  NGVD 29 (??/??/92)  183.632  (m)          602.47   (f) ADJ UNCH    2 0
 HX2455
 HX2455.Superseded values are not recommended for survey control.
 HX2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2455.See file dsdata.txt to determine how the superseded data were derived.
 HX2455
 HX2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC378969(NAD 83)
 HX2455_MARKER: DB = BENCH MARK DISK
 HX2455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2455_SP_SET: ABUTMENT
 HX2455_STAMPING: J 107 1956
 HX2455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2455
 HX2455  HISTORY     - Date     Condition        Report By
 HX2455  HISTORY     - 1956     MONUMENTED       CGS
 HX2455
 HX2455                          STATION DESCRIPTION
 HX2455
 HX2455'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2455'AT RIPLEY.
 HX2455'AT RIPLEY, ABOUT 0.25 MILE WEST ALONG U.S. HIGHWAY 33 FROM THE POST
 HX2455'OFFICE, IN THE TOP OF THE SOUTH END OF WEST ABUTMENT OF HIGHWAY
 HX2455'BRIDGE OVER MILL CREEK, 21 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 HX2455'1 1/2 FEET SOUTH OF CONCRETE BANISTER AND ABOUT LEVEL WITH BRIDGE
 HX2455'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2356 ***********************************************************************
 HX2356  DESIGNATION -  J 108
 HX2356  PID         -  HX2356
 HX2356  STATE/COUNTY-  WV/JACKSON
 HX2356  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2356
 HX2356                         *CURRENT SURVEY CONTROL
 HX2356  ___________________________________________________________________
 HX2356* NAD 83(1986)-  38 51 03.     (N)    081 48 08.     (W)     SCALED    
 HX2356* NAVD 88     -       189.352  (meters)     621.23   (feet)  ADJUSTED  
 HX2356  ___________________________________________________________________
 HX2356  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HX2356  DYNAMIC HT  -         189.228 (meters)     620.83  (feet)  COMP
 HX2356  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 HX2356
 HX2356  VERT ORDER  -  SECOND    CLASS 0
 HX2356
 HX2356.The horizontal coordinates were scaled from a topographic map and have
 HX2356.an estimated accuracy of +/- 6 seconds.
 HX2356
 HX2356.The orthometric height was determined by differential leveling
 HX2356.and adjusted by the National Geodetic Survey in June 1991..
 HX2356
 HX2356.The geoid height was determined by GEOID03.
 HX2356
 HX2356.The dynamic height is computed by dividing the NAVD 88
 HX2356.geopotential number by the normal gravity value computed on the
 HX2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2356.degrees latitude (g = 980.6199 gals.).
 HX2356
 HX2356.The modeled gravity was interpolated from observed gravity values.
 HX2356
 HX2356;                    North         East    Units  Estimated Accuracy
 HX2356;SPC WV S     -   205,730.      530,360.      MT  (+/- 180 meters Scaled)
 HX2356
 HX2356                          SUPERSEDED SURVEY CONTROL
 HX2356
 HX2356  NGVD 29 (??/??/92)  189.529  (m)          621.81   (f) ADJ UNCH    2 0
 HX2356
 HX2356.Superseded values are not recommended for survey control.
 HX2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2356.See file dsdata.txt to determine how the superseded data were derived.
 HX2356
 HX2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD303005(NAD 83)
 HX2356_MARKER: DB = BENCH MARK DISK
 HX2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2356_STAMPING: J 108 1956
 HX2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2356+STABILITY: SURFACE MOTION
 HX2356
 HX2356  HISTORY     - Date     Condition        Report By
 HX2356  HISTORY     - 1956     MONUMENTED       CGS
 HX2356
 HX2356                          STATION DESCRIPTION
 HX2356
 HX2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2356'2 MI SE FROM COTTAGEVILLE.
 HX2356'ABOUT 2.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE EAST END
 HX2356'OF HIGHWAY BRIDGE OVER MILL CREEK AT COTTAGEVILLE, ABOUT 2.85
 HX2356'MILES NORTHWEST ALONG HIGHWAY 33 FROM JUNCTION OF STATE HIGHWAY 87
 HX2356'AT EVANS, AT THE TOP OF A LOW GRADE, 18 FEET WEST OF CENTER LINE
 HX2356'OF HIGHWAY, 1 FOOT EAST OF A FENCE LINE, 3 FEET NORTH OF POWER
 HX2356'POLE NO. 76 1 C 9, ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY AND SET
 HX2356'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE
 HX2356'HIGHWAY IS BEING REROUTED AT A POINT 0.1 MILE NORTH OF MARK
 HX2356'AND THE MARK WILL BE ALONG OLD HIGHWAY UPON COMPLETION OF
 HX2356'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0461 ***********************************************************************
 HY0461  DESIGNATION -  J 109
 HY0461  PID         -  HY0461
 HY0461  STATE/COUNTY-  WV/CABELL
 HY0461  USGS QUAD   -  HUNTINGTON (1985)
 HY0461
 HY0461                         *CURRENT SURVEY CONTROL
 HY0461  ___________________________________________________________________
 HY0461* NAD 83(1986)-  38 25 02.     (N)    082 27 23.     (W)     SCALED    
 HY0461* NAVD 88     -       168.086  (meters)     551.46   (feet)  ADJUSTED  
 HY0461  ___________________________________________________________________
 HY0461  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HY0461  DYNAMIC HT  -         167.973 (meters)     551.09  (feet)  COMP
 HY0461  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 HY0461
 HY0461  VERT ORDER  -  FIRST     CLASS II
 HY0461
 HY0461.The horizontal coordinates were scaled from a topographic map and have
 HY0461.an estimated accuracy of +/- 6 seconds.
 HY0461
 HY0461.The orthometric height was determined by differential leveling
 HY0461.and adjusted by the National Geodetic Survey in June 1991..
 HY0461
 HY0461.The geoid height was determined by GEOID03.
 HY0461
 HY0461.The dynamic height is computed by dividing the NAVD 88
 HY0461.geopotential number by the normal gravity value computed on the
 HY0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0461.degrees latitude (g = 980.6199 gals.).
 HY0461
 HY0461.The modeled gravity was interpolated from observed gravity values.
 HY0461
 HY0461;                    North         East    Units  Estimated Accuracy
 HY0461;SPC WV S     -   158,300.      472,820.      MT  (+/- 180 meters Scaled)
 HY0461
 HY0461                          SUPERSEDED SURVEY CONTROL
 HY0461
 HY0461  NGVD 29 (??/??/92)  168.267  (m)          552.06   (f) ADJ UNCH    1 2
 HY0461
 HY0461.Superseded values are not recommended for survey control.
 HY0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0461.See file dsdata.txt to determine how the superseded data were derived.
 HY0461
 HY0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC728531(NAD 83)
 HY0461_MARKER: DB = BENCH MARK DISK
 HY0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0461_SP_SET: FOUNDATION
 HY0461_STAMPING: J 109 1956
 HY0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0461
 HY0461  HISTORY     - Date     Condition        Report By
 HY0461  HISTORY     - 1956     MONUMENTED       CGS
 HY0461  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0461
 HY0461                          STATION DESCRIPTION
 HY0461
 HY0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0461'AT HUNTINGTON.
 HY0461'AT HUNTINGTON, AT INTERSECTION OF FIFTH AVENUE AND FIRST STREET,
 HY0461'41 1/2 FEET SOUTH OF SOUTH CURB OF FIFTH AVENUE, 225 FEET EAST
 HY0461'OF EAST CURB OF FIRST STREET, SET VERTICALLY IN THE NORTH FACE
 HY0461'OF CONCRETE FOUNDATION OF 2-STORY BRICK BIGG ARMORY BUILDING,
 HY0461'4.1 FEET WEST OF NORTHEAST CORNER OF BUILDING AND 2 FEET ABOVE
 HY0461'LEVEL OF SIDE WALK.
 HY0461
 HY0461                          STATION RECOVERY (1984)
 HY0461
 HY0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0461'NOT RECOVERED, CONSIDER DESTROYED AS THE ARMORY HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1520 ***********************************************************************
 HX1520  DESIGNATION -  J 11
 HX1520  PID         -  HX1520
 HX1520  STATE/COUNTY-  WV/BRAXTON
 HX1520  USGS QUAD   -  GASSAWAY (1976)
 HX1520
 HX1520                         *CURRENT SURVEY CONTROL
 HX1520  ___________________________________________________________________
 HX1520* NAD 83(1986)-  38 38 37.     (N)    080 50 45.     (W)     SCALED    
 HX1520* NAVD 88     -       250.390  (meters)     821.49   (feet)  ADJUSTED  
 HX1520  ___________________________________________________________________
 HX1520  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HX1520  DYNAMIC HT  -         250.221 (meters)     820.93  (feet)  COMP
 HX1520  MODELED GRAV-     979,949.1   (mgal)                       NAVD 88
 HX1520
 HX1520  VERT ORDER  -  SECOND    CLASS 0
 HX1520
 HX1520.The horizontal coordinates were scaled from a topographic map and have
 HX1520.an estimated accuracy of +/- 6 seconds.
 HX1520
 HX1520.The orthometric height was determined by differential leveling
 HX1520.and adjusted by the National Geodetic Survey in June 1991..
 HX1520
 HX1520.The geoid height was determined by GEOID03.
 HX1520
 HX1520.The dynamic height is computed by dividing the NAVD 88
 HX1520.geopotential number by the normal gravity value computed on the
 HX1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1520.degrees latitude (g = 980.6199 gals.).
 HX1520
 HX1520.The modeled gravity was interpolated from observed gravity values.
 HX1520
 HX1520;                    North         East    Units  Estimated Accuracy
 HX1520;SPC WV S     -   182,440.      613,420.      MT  (+/- 180 meters Scaled)
 HX1520
 HX1520                          SUPERSEDED SURVEY CONTROL
 HX1520
 HX1520  NGVD 29 (??/??/92)  250.574  (m)          822.09   (f) ADJ UNCH    2 0
 HX1520
 HX1520.Superseded values are not recommended for survey control.
 HX1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1520.See file dsdata.txt to determine how the superseded data were derived.
 HX1520
 HX1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC134772(NAD 83)
 HX1520_MARKER: DB = BENCH MARK DISK
 HX1520_SETTING: 66 = SET IN ROCK OUTCROP
 HX1520_SP_SET: ROCK LEDGE
 HX1520_STAMPING: J 11 1933
 HX1520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1520+STABILITY: POSITION/ELEVATION WELL
 HX1520
 HX1520  HISTORY     - Date     Condition        Report By
 HX1520  HISTORY     - 1933     MONUMENTED       CGS
 HX1520
 HX1520                          STATION DESCRIPTION
 HX1520
 HX1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1520'1.5 MI E FROM FRAMETOWN.
 HX1520'1.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1520'STATION AT FRAMETOWN, BRAXTON COUNTY, 16 RAILS EAST OF A TOOL
 HX1520'HOUSE, IN THE TOP OF A LEDGE AT THE BASE OF A SMALL ROCK CUT,
 HX1520'11 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT HIGHER
 HX1520'THAN THE TRACK.  A STANDARD DISK, STAMPED J 11 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2320 ***********************************************************************
 HX2320  DESIGNATION -  J 111
 HX2320  PID         -  HX2320
 HX2320  STATE/COUNTY-  WV/MASON
 HX2320  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2320
 HX2320                         *CURRENT SURVEY CONTROL
 HX2320  ___________________________________________________________________
 HX2320* NAD 83(1986)-  38 46 59.     (N)    081 52 04.     (W)     SCALED    
 HX2320* NAVD 88     -       288.295  (meters)     945.85   (feet)  ADJUSTED  
 HX2320  ___________________________________________________________________
 HX2320  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HX2320  DYNAMIC HT  -         288.102 (meters)     945.21  (feet)  COMP
 HX2320  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 HX2320
 HX2320  VERT ORDER  -  SECOND    CLASS 0
 HX2320
 HX2320.The horizontal coordinates were scaled from a topographic map and have
 HX2320.an estimated accuracy of +/- 6 seconds.
 HX2320
 HX2320.The orthometric height was determined by differential leveling
 HX2320.and adjusted by the National Geodetic Survey in June 1991..
 HX2320
 HX2320.The geoid height was determined by GEOID03.
 HX2320
 HX2320.The dynamic height is computed by dividing the NAVD 88
 HX2320.geopotential number by the normal gravity value computed on the
 HX2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2320.degrees latitude (g = 980.6199 gals.).
 HX2320
 HX2320.The modeled gravity was interpolated from observed gravity values.
 HX2320
 HX2320;                    North         East    Units  Estimated Accuracy
 HX2320;SPC WV S     -   198,260.      524,600.      MT  (+/- 180 meters Scaled)
 HX2320
 HX2320                          SUPERSEDED SURVEY CONTROL
 HX2320
 HX2320  NGVD 29 (??/??/92)  288.476  (m)          946.44   (f) ADJ UNCH    2 0
 HX2320
 HX2320.Superseded values are not recommended for survey control.
 HX2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2320.See file dsdata.txt to determine how the superseded data were derived.
 HX2320
 HX2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC246930(NAD 83)
 HX2320_MARKER: DB = BENCH MARK DISK
 HX2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2320_STAMPING: J 111 1956
 HX2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2320+STABILITY: SURFACE MOTION
 HX2320
 HX2320  HISTORY     - Date     Condition        Report By
 HX2320  HISTORY     - 1956     MONUMENTED       CGS
 HX2320
 HX2320                          STATION DESCRIPTION
 HX2320
 HX2320'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2320'6.6 MI SW FROM EVANS.
 HX2320'ABOUT 6.55 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE JUNCTION
 HX2320'OF U.S. HIGHWAY 33 AT EVANS, AT THE JUNCTION OF A ROAD LEADING
 HX2320'SOUTH TO GUNVILLE, ABOUT 0.8 MILE NORTH ALONG GRAVEL ROAD FROM
 HX2320'CASTOS STORE AND ROAD JUNCTION AT GUNVILLE, 39 FEET NORTH OF CENTER
 HX2320'LINE OF HIGHWAY, 103 FEET SOUTHWEST OF WEST STEEL LEG OF POWER
 HX2320'TRANSMISSION TOWER NO. A 32 A SK 62, 49 FEET NORTH-NORTHWEST OF
 HX2320'CENTER OF JUNCTION OF HIGHWAY AND ROAD SOUTH TO GUNVILLE, 14 FEET
 HX2320'WEST OF CENTER OF A FARM GATE, 2 FEET SOUTH OF A FENCE LINE, 2
 HX2320'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW
 HX2320'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX2320'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2422 ***********************************************************************
 HX2422  DESIGNATION -  J 112
 HX2422  PID         -  HX2422
 HX2422  STATE/COUNTY-  WV/MASON
 HX2422  USGS QUAD   -  ELMWOOD (1975)
 HX2422
 HX2422                         *CURRENT SURVEY CONTROL
 HX2422  ___________________________________________________________________
 HX2422* NAD 83(1986)-  38 44 24.     (N)    081 51 19.     (W)     SCALED    
 HX2422* NAVD 88     -       189.970  (meters)     623.26   (feet)  ADJUSTED  
 HX2422  ___________________________________________________________________
 HX2422  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 HX2422  DYNAMIC HT  -         189.843 (meters)     622.84  (feet)  COMP
 HX2422  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 HX2422
 HX2422  VERT ORDER  -  SECOND    CLASS 0
 HX2422
 HX2422.The horizontal coordinates were scaled from a topographic map and have
 HX2422.an estimated accuracy of +/- 6 seconds.
 HX2422
 HX2422.The orthometric height was determined by differential leveling
 HX2422.and adjusted by the National Geodetic Survey in June 1991..
 HX2422
 HX2422.The geoid height was determined by GEOID03.
 HX2422
 HX2422.The dynamic height is computed by dividing the NAVD 88
 HX2422.geopotential number by the normal gravity value computed on the
 HX2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2422.degrees latitude (g = 980.6199 gals.).
 HX2422
 HX2422.The modeled gravity was interpolated from observed gravity values.
 HX2422
 HX2422;                    North         East    Units  Estimated Accuracy
 HX2422;SPC WV S     -   193,470.      525,640.      MT  (+/- 180 meters Scaled)
 HX2422
 HX2422                          SUPERSEDED SURVEY CONTROL
 HX2422
 HX2422  NGVD 29 (??/??/92)  190.157  (m)          623.87   (f) ADJ UNCH    2 0
 HX2422
 HX2422.Superseded values are not recommended for survey control.
 HX2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2422.See file dsdata.txt to determine how the superseded data were derived.
 HX2422
 HX2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC256882(NAD 83)
 HX2422_MARKER: DB = BENCH MARK DISK
 HX2422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2422_SP_SET: ABUTMENT
 HX2422_STAMPING: J 112 1956
 HX2422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2422
 HX2422  HISTORY     - Date     Condition        Report By
 HX2422  HISTORY     - 1956     MONUMENTED       CGS
 HX2422
 HX2422                          STATION DESCRIPTION
 HX2422
 HX2422'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2422'3 MI S FROM GUNVILLE.
 HX2422'ABOUT 3.0 MILES SOUTH ALONG A GRAVEL ROAD FROM CASTOS STORE AND
 HX2422'ROAD JUNCTION OF GUNVILLE, AT DEERLICK, IN THE TOP OF EAST END
 HX2422'OF SOUTH STONE ABUTMENT OF A STEEL BRIDGE OVER THIRTEENMILE CREEK,
 HX2422'9 FEET EAST OF CENTER LINE OF ROAD AND ABOUT 2 1/2 FEET BELOW
 HX2422'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2411 ***********************************************************************
 HX2411  DESIGNATION -  J 113
 HX2411  PID         -  HX2411
 HX2411  STATE/COUNTY-  WV/PUTNAM
 HX2411  USGS QUAD   -  ELMWOOD (1975)
 HX2411
 HX2411                         *CURRENT SURVEY CONTROL
 HX2411  ___________________________________________________________________
 HX2411* NAD 83(1986)-  38 38 31.     (N)    081 48 43.     (W)     SCALED    
 HX2411* NAVD 88     -       310.594  (meters)    1019.01   (feet)  ADJUSTED  
 HX2411  ___________________________________________________________________
 HX2411  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HX2411  DYNAMIC HT  -         310.386 (meters)    1018.32  (feet)  COMP
 HX2411  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 HX2411
 HX2411  VERT ORDER  -  SECOND    CLASS 0
 HX2411
 HX2411.The horizontal coordinates were scaled from a topographic map and have
 HX2411.an estimated accuracy of +/- 6 seconds.
 HX2411
 HX2411.The orthometric height was determined by differential leveling
 HX2411.and adjusted by the National Geodetic Survey in June 1991..
 HX2411
 HX2411.The geoid height was determined by GEOID03.
 HX2411
 HX2411.The dynamic height is computed by dividing the NAVD 88
 HX2411.geopotential number by the normal gravity value computed on the
 HX2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2411.degrees latitude (g = 980.6199 gals.).
 HX2411
 HX2411.The modeled gravity was interpolated from observed gravity values.
 HX2411
 HX2411;                    North         East    Units  Estimated Accuracy
 HX2411;SPC WV S     -   182,550.      529,320.      MT  (+/- 180 meters Scaled)
 HX2411
 HX2411                          SUPERSEDED SURVEY CONTROL
 HX2411
 HX2411  NGVD 29 (??/??/92)  310.784  (m)         1019.63   (f) ADJ UNCH    2 0
 HX2411
 HX2411.Superseded values are not recommended for survey control.
 HX2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2411.See file dsdata.txt to determine how the superseded data were derived.
 HX2411
 HX2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC293773(NAD 83)
 HX2411_MARKER: DB = BENCH MARK DISK
 HX2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2411_STAMPING: J 113 1956
 HX2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2411+STABILITY: SURFACE MOTION
 HX2411
 HX2411  HISTORY     - Date     Condition        Report By
 HX2411  HISTORY     - 1956     MONUMENTED       CGS
 HX2411
 HX2411                          STATION DESCRIPTION
 HX2411
 HX2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2411'5.4 MI N FROM PARADISE.
 HX2411'ABOUT 5.45 MILES NORTH ALONG A GRAVEL ROAD FROM THE JUNCTION
 HX2411'OF STATE HIGHWAY 34 AT PARADISE, ABOUT 0.25 MILE SOUTHWEST OF
 HX2411'K.L. ASBURY RESIDENCE, ABOUT 0.3 MILE NORTHEAST OF HAROLD
 HX2411'THORTON RESIDENCE, NEAR THE TOP OF A GRADE DECENDING SOUTHWEST,
 HX2411'14 FEET WEST OF CENTER LINE OF ROAD, 310 FEET NORTH-NORTHWEST AND
 HX2411'ACROSS ROAD FROM POWER POLE NO. 49-7078/10D 1 B 4, 109 FEET
 HX2411'NORTH OF A LONE 3-INCH APPLE TREE, 1 FOOT EAST OF A FENCE LINE,
 HX2411'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 HX2411'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX2411'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0278 ***********************************************************************
 HY0278  DESIGNATION -  J 114
 HY0278  PID         -  HY0278
 HY0278  STATE/COUNTY-  WV/MASON
 HY0278  USGS QUAD   -  ARLEE (1975)
 HY0278
 HY0278                         *CURRENT SURVEY CONTROL
 HY0278  ___________________________________________________________________
 HY0278* NAD 83(1986)-  38 43 01.     (N)    082 04 22.     (W)     SCALED    
 HY0278* NAVD 88     -       200.703  (meters)     658.47   (feet)  ADJUSTED  
 HY0278  ___________________________________________________________________
 HY0278  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HY0278  DYNAMIC HT  -         200.573 (meters)     658.05  (feet)  COMP
 HY0278  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 HY0278
 HY0278  VERT ORDER  -  SECOND    CLASS 0
 HY0278
 HY0278.The horizontal coordinates were scaled from a topographic map and have
 HY0278.an estimated accuracy of +/- 6 seconds.
 HY0278
 HY0278.The orthometric height was determined by differential leveling
 HY0278.and adjusted by the National Geodetic Survey in June 1991..
 HY0278
 HY0278.The geoid height was determined by GEOID03.
 HY0278
 HY0278.The dynamic height is computed by dividing the NAVD 88
 HY0278.geopotential number by the normal gravity value computed on the
 HY0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0278.degrees latitude (g = 980.6199 gals.).
 HY0278
 HY0278.The modeled gravity was interpolated from observed gravity values.
 HY0278
 HY0278;                    North         East    Units  Estimated Accuracy
 HY0278;SPC WV S     -   191,110.      506,710.      MT  (+/- 180 meters Scaled)
 HY0278
 HY0278                          SUPERSEDED SURVEY CONTROL
 HY0278
 HY0278  NGVD 29 (??/??/92)  200.889  (m)          659.08   (f) ADJ UNCH    2 0
 HY0278
 HY0278.Superseded values are not recommended for survey control.
 HY0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0278.See file dsdata.txt to determine how the superseded data were derived.
 HY0278
 HY0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC067859(NAD 83)
 HY0278_MARKER: DB = BENCH MARK DISK
 HY0278_SETTING: 80 = SET IN A BOULDER
 HY0278_SP_SET: BOULDER
 HY0278_STAMPING: J 114 1956
 HY0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0278+STABILITY: SURFACE MOTION
 HY0278
 HY0278  HISTORY     - Date     Condition        Report By
 HY0278  HISTORY     - 1956     MONUMENTED       CGS
 HY0278
 HY0278                          STATION DESCRIPTION
 HY0278
 HY0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0278'2 MI SE FROM ARLEE.
 HY0278'2.0 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO SOUTHSIDE
 HY0278'FROM THE ROAD JUNCTION AND J.H. CAUDILL STORE AT ARLEE, ABOUT
 HY0278'0.1 MILE SOUTHEAST OF A BRIDGE OVER WOLFPEN BRANCH, IN THE TOP OF
 HY0278'THE NORTHEAST END OF AN EMBEDDED BOULDER ABOUT 7 BY 8 FEET IN A
 HY0278'ROAD CUT, 21 FEET NORTHEAST OF CENTER LINE OF ROAD, 145 FEET
 HY0278'EAST AND ACROSS ROAD FROM EAST CORNER OF V.E. HERFORD RESIDENCE,
 HY0278'85 FEET SOUTHEAST OF SOUTH CORNER OF A GRIST MILL, 2 FEET
 HY0278'SOUTHWEST OF A 10-INCH WALNUT TREE WHICH IS IN A FENCE LINE,
 HY0278'AND ABOUT 5 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0265 ***********************************************************************
 HY0265  DESIGNATION -  J 115
 HY0265  PID         -  HY0265
 HY0265  STATE/COUNTY-  WV/MASON
 HY0265  USGS QUAD   -  APPLE GROVE (1987)
 HY0265
 HY0265                         *CURRENT SURVEY CONTROL
 HY0265  ___________________________________________________________________
 HY0265* NAD 83(1986)-  38 38 40.     (N)    082 09 44.     (W)     SCALED    
 HY0265* NAVD 88     -       177.641  (meters)     582.81   (feet)  ADJUSTED  
 HY0265  ___________________________________________________________________
 HY0265  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HY0265  DYNAMIC HT  -         177.526 (meters)     582.43  (feet)  COMP
 HY0265  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 HY0265
 HY0265  VERT ORDER  -  FIRST     CLASS II
 HY0265
 HY0265.The horizontal coordinates were scaled from a topographic map and have
 HY0265.an estimated accuracy of +/- 6 seconds.
 HY0265
 HY0265.The orthometric height was determined by differential leveling
 HY0265.and adjusted by the National Geodetic Survey in June 1991..
 HY0265
 HY0265.The geoid height was determined by GEOID03.
 HY0265
 HY0265.The dynamic height is computed by dividing the NAVD 88
 HY0265.geopotential number by the normal gravity value computed on the
 HY0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0265.degrees latitude (g = 980.6199 gals.).
 HY0265
 HY0265.The modeled gravity was interpolated from observed gravity values.
 HY0265
 HY0265;                    North         East    Units  Estimated Accuracy
 HY0265;SPC WV S     -   183,150.      498,830.      MT  (+/- 180 meters Scaled)
 HY0265
 HY0265                          SUPERSEDED SURVEY CONTROL
 HY0265
 HY0265  NGVD 29 (??/??/92)  177.834  (m)          583.44   (f) ADJ UNCH    1 2
 HY0265
 HY0265.Superseded values are not recommended for survey control.
 HY0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0265.See file dsdata.txt to determine how the superseded data were derived.
 HY0265
 HY0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC988779(NAD 83)
 HY0265_MARKER: DB = BENCH MARK DISK
 HY0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0265_STAMPING: J 115 1956
 HY0265_MARK LOGO: CGS   
 HY0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0265+STABILITY: SURFACE MOTION
 HY0265
 HY0265  HISTORY     - Date     Condition        Report By
 HY0265  HISTORY     - 1956     MONUMENTED       CGS
 HY0265  HISTORY     - 1976     MARK NOT FOUND   NGS
 HY0265  HISTORY     - 1984     GOOD             NGS
 HY0265
 HY0265                          STATION DESCRIPTION
 HY0265
 HY0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0265'AT MERCERS BOTTOM.
 HY0265'AT MERCERS BOTTOM, AT THE JUNCTION OF STATE HIGHWAY 2 AND A
 HY0265'BLACK TOP ROAD LEADING EAST, 30 1/2 FEET SOUTH OF CENTER LINE OF
 HY0265'ROAD EAST, 47 FEET EAST OF CENTER LINE OF HIGHWAY, 68 1/2 FEET
 HY0265'SOUTH AND ACROSS ROAD EAST FROM SOUTHWEST CORNER OF NIBERT STORE
 HY0265'AND ABOUT IN LINE WITH WEST FACE OF BUILDING (POST OFFICE IS IN
 HY0265'STORE BUILDING), 23 FEET EAST OF POWER POLE NO. 208/1 WITH A
 HY0265'TRANSFORMER, 1 1/2 FEET NORTH OF A FENCE LINE, 2 FEET WEST OF A
 HY0265'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND
 HY0265'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HY0265
 HY0265                          STATION RECOVERY (1976)
 HY0265
 HY0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0265'MARK NOT FOUND.
 HY0265
 HY0265                          STATION RECOVERY (1984)
 HY0265
 HY0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0047 ***********************************************************************
 HY0047  DESIGNATION -  J 116
 HY0047  PID         -  HY0047
 HY0047  STATE/COUNTY-  WV/CABELL
 HY0047  USGS QUAD   -  ATHALIA (1985)
 HY0047
 HY0047                         *CURRENT SURVEY CONTROL
 HY0047  ___________________________________________________________________
 HY0047* NAD 83(1986)-  38 33 51.     (N)    082 16 58.     (W)     SCALED    
 HY0047* NAVD 88     -       178.174  (meters)     584.56   (feet)  ADJUSTED  
 HY0047  ___________________________________________________________________
 HY0047  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY0047  DYNAMIC HT  -         178.058 (meters)     584.18  (feet)  COMP
 HY0047  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 HY0047
 HY0047  VERT ORDER  -  FIRST     CLASS II
 HY0047
 HY0047.The horizontal coordinates were scaled from a topographic map and have
 HY0047.an estimated accuracy of +/- 6 seconds.
 HY0047
 HY0047.The orthometric height was determined by differential leveling
 HY0047.and adjusted by the National Geodetic Survey in June 1991..
 HY0047
 HY0047.The geoid height was determined by GEOID03.
 HY0047
 HY0047.The dynamic height is computed by dividing the NAVD 88
 HY0047.geopotential number by the normal gravity value computed on the
 HY0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0047.degrees latitude (g = 980.6199 gals.).
 HY0047
 HY0047.The modeled gravity was interpolated from observed gravity values.
 HY0047
 HY0047;                    North         East    Units  Estimated Accuracy
 HY0047;SPC WV S     -   174,380.      488,210.      MT  (+/- 180 meters Scaled)
 HY0047
 HY0047                          SUPERSEDED SURVEY CONTROL
 HY0047
 HY0047  NGVD 29 (??/??/92)  178.359  (m)          585.17   (f) ADJ UNCH    1 2
 HY0047
 HY0047.Superseded values are not recommended for survey control.
 HY0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0047.See file dsdata.txt to determine how the superseded data were derived.
 HY0047
 HY0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC882691(NAD 83)
 HY0047_MARKER: DB = BENCH MARK DISK
 HY0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0047_STAMPING: J 116 1956
 HY0047_MARK LOGO: CGS   
 HY0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0047+STABILITY: SURFACE MOTION
 HY0047
 HY0047  HISTORY     - Date     Condition        Report By
 HY0047  HISTORY     - 1956     MONUMENTED       CGS
 HY0047  HISTORY     - 1984     GOOD             NGS
 HY0047
 HY0047                          STATION DESCRIPTION
 HY0047
 HY0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0047'0.8 MI N FROM GREENBOTTOM.
 HY0047'ABOUT 0.85 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0047'THE ROAD CROSSING AT GREENBOTTOM, ABOUT 1.0 MILE SOUTH OF THE
 HY0047'STATION SIGN AT CROWN CITY, AT AN EAST-WEST ROAD CROSSING, 24 FEET
 HY0047'WEST OF WEST RAIL, 38 FEET SOUTH OF MILE POST 199, 70 FEET NORTHWEST
 HY0047'OF CENTER OF CROSSING, 40 FEET NORTH OF CENTER LINE OF ROAD, 10
 HY0047'FEET NORTHWEST OF MILEAGE POLE NO. 199+01, 31 FEET NORTH OF A
 HY0047'FENCE CORNER, 27 FEET NORTH OF POWER POLE NO. 9011-3, ABOUT 1/2
 HY0047'FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 HY0047'POST PROJECTING 3 INCHES.
 HY0047
 HY0047                          STATION RECOVERY (1984)
 HY0047
 HY0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0213 ***********************************************************************
 HY0213  DESIGNATION -  J 117
 HY0213  PID         -  HY0213
 HY0213  STATE/COUNTY-  WV/CABELL
 HY0213  USGS QUAD   -  GLENWOOD (1990)
 HY0213
 HY0213                         *CURRENT SURVEY CONTROL
 HY0213  ___________________________________________________________________
 HY0213* NAD 83(1986)-  38 32 05.     (N)    082 14 44.     (W)     SCALED    
 HY0213* NAVD 88     -       299.344  (meters)     982.10   (feet)  ADJUSTED  
 HY0213  ___________________________________________________________________
 HY0213  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY0213  DYNAMIC HT  -         299.148 (meters)     981.45  (feet)  COMP
 HY0213  MODELED GRAV-     979,965.4   (mgal)                       NAVD 88
 HY0213
 HY0213  VERT ORDER  -  SECOND    CLASS 0
 HY0213
 HY0213.The horizontal coordinates were scaled from a topographic map and have
 HY0213.an estimated accuracy of +/- 6 seconds.
 HY0213
 HY0213.The orthometric height was determined by differential leveling
 HY0213.and adjusted by the National Geodetic Survey in June 1991..
 HY0213
 HY0213.The geoid height was determined by GEOID03.
 HY0213
 HY0213.The dynamic height is computed by dividing the NAVD 88
 HY0213.geopotential number by the normal gravity value computed on the
 HY0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0213.degrees latitude (g = 980.6199 gals.).
 HY0213
 HY0213.The modeled gravity was interpolated from observed gravity values.
 HY0213
 HY0213;                    North         East    Units  Estimated Accuracy
 HY0213;SPC WV S     -   171,070.      491,410.      MT  (+/- 180 meters Scaled)
 HY0213
 HY0213                          SUPERSEDED SURVEY CONTROL
 HY0213
 HY0213  NGVD 29 (??/??/92)  299.530  (m)          982.71   (f) ADJ UNCH    2 0
 HY0213
 HY0213.Superseded values are not recommended for survey control.
 HY0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0213.See file dsdata.txt to determine how the superseded data were derived.
 HY0213
 HY0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC914658(NAD 83)
 HY0213_MARKER: DB = BENCH MARK DISK
 HY0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0213_STAMPING: J 117 1956
 HY0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0213+STABILITY: SURFACE MOTION
 HY0213
 HY0213  HISTORY     - Date     Condition        Report By
 HY0213  HISTORY     - 1956     MONUMENTED       CGS
 HY0213
 HY0213                          STATION DESCRIPTION
 HY0213
 HY0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0213'3.4 MI SE FROM GREENBOTTOM.
 HY0213'0.8 MILE EAST AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION
 HY0213'OF STATE HIGHWAY 2 AND C.C. CLUTTS STORE AT GREENBOTTOM, THENCE
 HY0213'ABOUT 2.65 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, ABOUT
 HY0213'0.3 MILE EAST OF JUNCTION OF A GRAVEL ROAD LEADING SOUTH ALONG
 HY0213'RIDGE, ABOUT 0.3 MILE SOUTHWEST OF THE JUNCTION OF A PRIVATE
 HY0213'ROAD NORTH AND A SHARP TURN IN GRAVEL ROAD WITH TANGENTS EXTENDING
 HY0213'SOUTHWEST AND SOUTH, ABOUT 0.1 MILE NORTHEAST OF JUNCTION OF
 HY0213'A TRAIL SOUTHEAST TO A FARM, 13 FEET EAST-SOUTHEAST OF CENTER
 HY0213'LINE OF ROAD, 1 FOOT WEST-NORTHWEST OF A FENCE LINE, 29 1/2
 HY0213'FEET NORTH-NORTHEAST OF A 28-INCH OAK TREE WHICH IS IN A FENCE
 HY0213'CORNER, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HY0213'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY0213'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0032 ***********************************************************************
 HY0032  DESIGNATION -  J 118
 HY0032  PID         -  HY0032
 HY0032  STATE/COUNTY-  WV/MASON
 HY0032  USGS QUAD   -  APPLE GROVE (1987)
 HY0032
 HY0032                         *CURRENT SURVEY CONTROL
 HY0032  ___________________________________________________________________
 HY0032* NAD 83(1986)-  38 38 26.     (N)    082 10 17.     (W)     SCALED    
 HY0032* NAVD 88     -       169.232  (meters)     555.22   (feet)  ADJUSTED  
 HY0032  ___________________________________________________________________
 HY0032  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HY0032  DYNAMIC HT  -         169.122 (meters)     554.86  (feet)  COMP
 HY0032  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 HY0032
 HY0032  VERT ORDER  -  FIRST     CLASS II
 HY0032
 HY0032.The horizontal coordinates were scaled from a topographic map and have
 HY0032.an estimated accuracy of +/- 6 seconds.
 HY0032
 HY0032.The orthometric height was determined by differential leveling
 HY0032.and adjusted by the National Geodetic Survey in June 1991..
 HY0032
 HY0032.The geoid height was determined by GEOID03.
 HY0032
 HY0032.The dynamic height is computed by dividing the NAVD 88
 HY0032.geopotential number by the normal gravity value computed on the
 HY0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0032.degrees latitude (g = 980.6199 gals.).
 HY0032
 HY0032.The modeled gravity was interpolated from observed gravity values.
 HY0032
 HY0032;                    North         East    Units  Estimated Accuracy
 HY0032;SPC WV S     -   182,730.      498,020.      MT  (+/- 180 meters Scaled)
 HY0032
 HY0032                          SUPERSEDED SURVEY CONTROL
 HY0032
 HY0032  NGVD 29 (??/??/92)  169.425  (m)          555.86   (f) ADJ UNCH    1 2
 HY0032
 HY0032.Superseded values are not recommended for survey control.
 HY0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0032.See file dsdata.txt to determine how the superseded data were derived.
 HY0032
 HY0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC980775(NAD 83)
 HY0032_MARKER: DB = BENCH MARK DISK
 HY0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0032_STAMPING: J 118 1956
 HY0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0032+STABILITY: SURFACE MOTION
 HY0032
 HY0032  HISTORY     - Date     Condition        Report By
 HY0032  HISTORY     - 1956     MONUMENTED       CGS
 HY0032  HISTORY     - 1976     GOOD             NGS
 HY0032  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0032
 HY0032                          STATION DESCRIPTION
 HY0032
 HY0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0032'1.2 MI N FROM ASHTON.
 HY0032'ABOUT 1.25 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0032'THE CROSSING OF STATE HIGHWAY 2 AT ASHTON, ABOUT 0.3 MILE SOUTH
 HY0032'OF ROAD CROSSING AT MERCERS BOTTOM, ABOUT 6 TELEPHONE POLES
 HY0032'NORTH OF RAILROAD TRESTLE OVER SIXTEENMILE CREEK, AT A FARM
 HY0032'ROAD CROSSING, 23 FEET WEST OF WEST RAIL, 48 FEET NORTH OF
 HY0032'TELEPHONE POLE NO. 188+29, 27 FEET SOUTHWEST OF CENTER OF FARM
 HY0032'CROSSING, 12 FEET SOUTH OF CENTER LINE OF FARM ROAD, 3 1/2 FEET
 HY0032'EAST OF A SMALL PEACH TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 HY0032'POST, ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 HY0032'CONCRETE POST PROJECTING 4 INCHES.
 HY0032
 HY0032                          STATION RECOVERY (1976)
 HY0032
 HY0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0032'RECOVERED IN GOOD CONDITION.
 HY0032
 HY0032                          STATION RECOVERY (1984)
 HY0032
 HY0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0032'NOT RECOVERED, DUE TO MARK LOCATION, THE MARK WAS NOT SEARCHED FOR IN
 HY0032'1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0238 ***********************************************************************
 HY0238  DESIGNATION -  J 119
 HY0238  PID         -  HY0238
 HY0238  STATE/COUNTY-  WV/MASON
 HY0238  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0238
 HY0238                         *CURRENT SURVEY CONTROL
 HY0238  ___________________________________________________________________
 HY0238* NAD 83(1986)-  38 31 36.     (N)    082 04 07.     (W)     SCALED    
 HY0238* NAVD 88     -       277.583  (meters)     910.70   (feet)  POSTED    
 HY0238  ___________________________________________________________________
 HY0238  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HY0238  DYNAMIC HT  -         277.390 (meters)     910.07  (feet)  COMP
 HY0238  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 HY0238
 HY0238  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HY0238
 HY0238.The horizontal coordinates were scaled from a topographic map and have
 HY0238.an estimated accuracy of +/- 6 seconds.
 HY0238
 HY0238.The orthometric height was determined by differential leveling
 HY0238.and adjusted by the National Geodetic Survey in 1992..
 HY0238.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HY0238.rate of 4.1 thru 8.0 mm/km.
 HY0238
 HY0238.The geoid height was determined by GEOID03.
 HY0238
 HY0238.The dynamic height is computed by dividing the NAVD 88
 HY0238.geopotential number by the normal gravity value computed on the
 HY0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0238.degrees latitude (g = 980.6199 gals.).
 HY0238
 HY0238.The modeled gravity was interpolated from observed gravity values.
 HY0238
 HY0238;                    North         East    Units  Estimated Accuracy
 HY0238;SPC WV S     -   169,980.      506,820.      MT  (+/- 180 meters Scaled)
 HY0238
 HY0238                          SUPERSEDED SURVEY CONTROL
 HY0238
 HY0238  NGVD 29 (??/??/92)  277.752  (m)          911.26   (f) ADJ UNCH    2 0
 HY0238
 HY0238.Superseded values are not recommended for survey control.
 HY0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0238.See file dsdata.txt to determine how the superseded data were derived.
 HY0238
 HY0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC068647(NAD 83)
 HY0238_MARKER: DB = BENCH MARK DISK
 HY0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0238_STAMPING: J 119 1956
 HY0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0238+STABILITY: SURFACE MOTION
 HY0238
 HY0238  HISTORY     - Date     Condition        Report By
 HY0238  HISTORY     - 1956     MONUMENTED       CGS
 HY0238
 HY0238                          STATION DESCRIPTION
 HY0238
 HY0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0238'AT MT OLIVE.
 HY0238'AT MT. OLIVE, ABOUT 0.25 MILE NORTH ALONG ROAD FROM MT. OLIVE
 HY0238'CHURCH AND CEMETERY, ABOUT 0.1 MILE SOUTH OF JUNCTION OF ROAD
 HY0238'WEST, AT THE JUNCTION OF ROAD EAST, 24 FEET EAST OF CENTER LINE
 HY0238'OF ROAD, 62 FEET NORTH OF CENTER LINE OF ROAD EAST, 12 FEET
 HY0238'NORTHWEST OF CENTER LINE OF A DIM DRIVE NORTHEAST, 2 FEET NORTH
 HY0238'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD
 HY0238'NORTH AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1944 ***********************************************************************
 HX1944  DESIGNATION -  J 12
 HX1944  PID         -  HX1944
 HX1944  STATE/COUNTY-  WV/CLAY
 HX1944  USGS QUAD   -  ELKHURST (1976)
 HX1944
 HX1944                         *CURRENT SURVEY CONTROL
 HX1944  ___________________________________________________________________
 HX1944* NAD 83(1986)-  38 29 32.     (N)    081 13 02.     (W)     SCALED    
 HX1944* NAVD 88     -       198.517  (meters)     651.30   (feet)  ADJUSTED  
 HX1944  ___________________________________________________________________
 HX1944  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HX1944  DYNAMIC HT  -         198.383 (meters)     650.86  (feet)  COMP
 HX1944  MODELED GRAV-     979,946.0   (mgal)                       NAVD 88
 HX1944
 HX1944  VERT ORDER  -  SECOND    CLASS 0
 HX1944
 HX1944.The horizontal coordinates were scaled from a topographic map and have
 HX1944.an estimated accuracy of +/- 6 seconds.
 HX1944
 HX1944.The orthometric height was determined by differential leveling
 HX1944.and adjusted by the National Geodetic Survey in June 1991..
 HX1944
 HX1944.The geoid height was determined by GEOID03.
 HX1944
 HX1944.The dynamic height is computed by dividing the NAVD 88
 HX1944.geopotential number by the normal gravity value computed on the
 HX1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1944.degrees latitude (g = 980.6199 gals.).
 HX1944
 HX1944.The modeled gravity was interpolated from observed gravity values.
 HX1944
 HX1944;                    North         East    Units  Estimated Accuracy
 HX1944;SPC WV S     -   165,640.      581,050.      MT  (+/- 180 meters Scaled)
 HX1944
 HX1944                          SUPERSEDED SURVEY CONTROL
 HX1944
 HX1944  NGVD 29 (??/??/92)  198.701  (m)          651.90   (f) ADJ UNCH    2 0
 HX1944
 HX1944.Superseded values are not recommended for survey control.
 HX1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1944.See file dsdata.txt to determine how the superseded data were derived.
 HX1944
 HX1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC810604(NAD 83)
 HX1944_MARKER: DB = BENCH MARK DISK
 HX1944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1944_SP_SET: ABUTMENT
 HX1944_STAMPING: J 12 1933
 HX1944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1944
 HX1944  HISTORY     - Date     Condition        Report By
 HX1944  HISTORY     - 1933     MONUMENTED       CGS
 HX1944  HISTORY     - 1961     GOOD             NGS
 HX1944
 HX1944                          STATION DESCRIPTION
 HX1944
 HX1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1944'AT CAMP.
 HX1944'AT CAMP, ABOUT 192 FEET WEST OF THE BALTIMORE AND OHIO RAILROAD
 HX1944'STATION, AT THE BRIDGE OVER ELK RIVER, IN THE TOP OF THE WEST END
 HX1944'OF THE SOUTH ABUTMENT, ABOUT 500 FEET EAST OF STATE HIGHWAY 13 NOW
 HX1944'4, ABOUT 192 FEET WEST OF THE CENTERLINE OF THE TRACK, AND LEVEL
 HX1944'WITH THE ROAD.  A STANDARD DISK, STAMPED J 12 1933.  NOTE--
 HX1944'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE STATE HIGHWAY
 HX1944'NO. 13 MENTIONED IN ORIGINAL DESCRIPTION IS NOW STATE HIGHWAY NO.
 HX1944'4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0921 ***********************************************************************
 KY0921  DESIGNATION -  J 120
 KY0921  PID         -  KY0921
 KY0921  STATE/COUNTY-  WV/BROOKE
 KY0921  USGS QUAD   -  BETHANY (1981)
 KY0921
 KY0921                         *CURRENT SURVEY CONTROL
 KY0921  ___________________________________________________________________
 KY0921* NAD 83(1986)-  40 13 44.     (N)    080 35 23.     (W)     SCALED    
 KY0921* NAVD 88     -       222.470  (meters)     729.89   (feet)  ADJUSTED  
 KY0921  ___________________________________________________________________
 KY0921  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KY0921  DYNAMIC HT  -         222.350 (meters)     729.49  (feet)  COMP
 KY0921  MODELED GRAV-     980,082.3   (mgal)                       NAVD 88
 KY0921
 KY0921  VERT ORDER  -  SECOND    CLASS 0
 KY0921
 KY0921.The horizontal coordinates were scaled from a topographic map and have
 KY0921.an estimated accuracy of +/- 6 seconds.
 KY0921
 KY0921.The orthometric height was determined by differential leveling
 KY0921.and adjusted by the National Geodetic Survey in June 1991..
 KY0921
 KY0921.The geoid height was determined by GEOID03.
 KY0921
 KY0921.The dynamic height is computed by dividing the NAVD 88
 KY0921.geopotential number by the normal gravity value computed on the
 KY0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0921.degrees latitude (g = 980.6199 gals.).
 KY0921
 KY0921.The modeled gravity was interpolated from observed gravity values.
 KY0921
 KY0921;                    North         East    Units  Estimated Accuracy
 KY0921;SPC WV N     -   192,510.      507,260.      MT  (+/- 180 meters Scaled)
 KY0921
 KY0921                          SUPERSEDED SURVEY CONTROL
 KY0921
 KY0921  NGVD 29 (??/??/92)  222.644  (m)          730.46   (f) ADJ UNCH    2 0
 KY0921
 KY0921.Superseded values are not recommended for survey control.
 KY0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0921.See file dsdata.txt to determine how the superseded data were derived.
 KY0921
 KY0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE349532(NAD 83)
 KY0921_MARKER: DB = BENCH MARK DISK
 KY0921_SETTING: 66 = SET IN ROCK OUTCROP
 KY0921_SP_SET: ROCK LEDGE
 KY0921_STAMPING: J 120 1957
 KY0921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0921+STABILITY: POSITION/ELEVATION WELL
 KY0921
 KY0921  HISTORY     - Date     Condition        Report By
 KY0921  HISTORY     - 1957     MONUMENTED       CGS
 KY0921
 KY0921                          STATION DESCRIPTION
 KY0921
 KY0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0921'3.6 MI SE FROM WELLSBURG.
 KY0921'ABOUT 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 67 FROM THE JUNCTION
 KY0921'OF STATE HIGHWAY 2 AT WELLSBURG, ABOUT 0.4 MILE SOUTHEAST OF
 KY0921'SOUTHEAST END OF A HIGHWAY TUNNEL, 66 YARDS SOUTHEAST OF JUNCTION
 KY0921'OF A GRAVEL ROAD LEADING NORTHWEST AND UPHILL, 51 YARDS SOUTHEAST OF
 KY0921'A 4-FOOT CONCRETE CULVERT UNDER HIGHWAY, 28 YARDS SOUTHEAST OF
 KY0921'SOUTHEAST FOUNDATION OF AN ABANDONED COAL TIPPLE, SET VERTICALLY
 KY0921'IN THE SOUTHWEST FACE OF A PROJECTING LAYER OF ROCK AT BOTTOM OF
 KY0921'A TALL RECEDING CLIFF, 49 1/2 FEET NORTHEAST OF CENTER LINE OF
 KY0921'HIGHWAY AND ABOUT 5 1/2 FEET ABOVE LEVEL OF HIGHWAY.  NOTE-- MARK
 KY0921'IS ABOUT 3.35 MILES NORTHWEST ALONG STATE HIGHWAY 67 FROM THE POST
 KY0921'OFFICE AT BETHANY, BROOKE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0975 ***********************************************************************
 KY0975  DESIGNATION -  J 121
 KY0975  PID         -  KY0975
 KY0975  STATE/COUNTY-  WV/OHIO
 KY0975  USGS QUAD   -  TILTONSVILLE (1985)
 KY0975
 KY0975                         *CURRENT SURVEY CONTROL
 KY0975  ___________________________________________________________________
 KY0975* NAD 83(1986)-  40 08 13.     (N)    080 38 50.     (W)     SCALED    
 KY0975* NAVD 88     -       261.023  (meters)     856.37   (feet)  ADJUSTED  
 KY0975  ___________________________________________________________________
 KY0975  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY0975  DYNAMIC HT  -         260.880 (meters)     855.90  (feet)  COMP
 KY0975  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 KY0975
 KY0975  VERT ORDER  -  SECOND    CLASS 0
 KY0975
 KY0975.The horizontal coordinates were scaled from a topographic map and have
 KY0975.an estimated accuracy of +/- 6 seconds.
 KY0975
 KY0975.The orthometric height was determined by differential leveling
 KY0975.and adjusted by the National Geodetic Survey in June 1991..
 KY0975
 KY0975.The geoid height was determined by GEOID03.
 KY0975
 KY0975.The dynamic height is computed by dividing the NAVD 88
 KY0975.geopotential number by the normal gravity value computed on the
 KY0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0975.degrees latitude (g = 980.6199 gals.).
 KY0975
 KY0975.The modeled gravity was interpolated from observed gravity values.
 KY0975
 KY0975;                    North         East    Units  Estimated Accuracy
 KY0975;SPC WV N     -   182,360.      502,240.      MT  (+/- 180 meters Scaled)
 KY0975
 KY0975                          SUPERSEDED SURVEY CONTROL
 KY0975
 KY0975  NGVD 29 (??/??/92)  261.196  (m)          856.94   (f) ADJ UNCH    2 0
 KY0975
 KY0975.Superseded values are not recommended for survey control.
 KY0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0975.See file dsdata.txt to determine how the superseded data were derived.
 KY0975
 KY0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE300430(NAD 83)
 KY0975_MARKER: DB = BENCH MARK DISK
 KY0975_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0975_SP_SET: WALL
 KY0975_STAMPING: J 121 1957
 KY0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY0975+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 KY0975
 KY0975  HISTORY     - Date     Condition        Report By
 KY0975  HISTORY     - 1957     MONUMENTED       WV-069
 KY0975  HISTORY     - 1957     GOOD             NGS
 KY0975  HISTORY     - 20050315 GOOD             GEOCAC
 KY0975
 KY0975                          STATION DESCRIPTION
 KY0975
 KY0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0975'1.9 MI NW FROM CLINTON.
 KY0975'ABOUT 1.9 MILES WEST AND NORTHWEST ALONG A BLACK TOP ROAD FROM THE
 KY0975'JUNCTION OF STATE HIGHWAY 88 AT CLINTON, ABOUT 0.1 MILE SOUTHEAST
 KY0975'OF A BRIDGE OVER A CREEK BRANCH, 22 FEET NORTHEAST OF CENTER LINE
 KY0975'OF ROAD, IN THE TOP OF THE SOUTHEAST END OF A CONCRETE RETAINING
 KY0975'WALL BETWEEN THE ROAD AND SHORT CREEK, 9 FEET EAST-SOUTHEAST OF
 KY0975'TELEPHONE POLE NO. 174/110 AND ABOUT LEVEL WITH ROAD.
 KY0975'NOTE-- STAMPED BY THIS PARTY IN 1957.
 KY0975
 KY0975                          STATION RECOVERY (2005)
 KY0975
 KY0975'RECOVERY NOTE BY GEOCACHING 2005 (BHH)
 KY0975'DESCRIPTION OF AREA STILL HOLDS TRUE.  RETAINING WALL EVEN SURVIVED
 KY0975'RECENT MAJOR FLOODING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0733 ***********************************************************************
 JX0733  DESIGNATION -  J 122
 JX0733  PID         -  JX0733
 JX0733  STATE/COUNTY-  WV/MARSHALL
 JX0733  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0733
 JX0733                         *CURRENT SURVEY CONTROL
 JX0733  ___________________________________________________________________
 JX0733* NAD 83(1986)-  39 55 12.     (N)    080 44 35.     (W)     SCALED    
 JX0733* NAVD 88     -       210.901  (meters)     691.93   (feet)  ADJUSTED  
 JX0733  ___________________________________________________________________
 JX0733  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX0733  DYNAMIC HT  -         210.784 (meters)     691.55  (feet)  COMP
 JX0733  MODELED GRAV-     980,063.9   (mgal)                       NAVD 88
 JX0733
 JX0733  VERT ORDER  -  FIRST     CLASS II
 JX0733
 JX0733.The horizontal coordinates were scaled from a topographic map and have
 JX0733.an estimated accuracy of +/- 6 seconds.
 JX0733
 JX0733.The orthometric height was determined by differential leveling
 JX0733.and adjusted by the National Geodetic Survey in June 1991..
 JX0733
 JX0733.The geoid height was determined by GEOID03.
 JX0733
 JX0733.The dynamic height is computed by dividing the NAVD 88
 JX0733.geopotential number by the normal gravity value computed on the
 JX0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0733.degrees latitude (g = 980.6199 gals.).
 JX0733
 JX0733.The modeled gravity was interpolated from observed gravity values.
 JX0733
 JX0733;                    North         East    Units  Estimated Accuracy
 JX0733;SPC WV N     -   158,380.      493,740.      MT  (+/- 180 meters Scaled)
 JX0733
 JX0733                          SUPERSEDED SURVEY CONTROL
 JX0733
 JX0733  NGVD 29 (??/??/92)  211.067  (m)          692.48   (f) ADJ UNCH    1 2
 JX0733
 JX0733.Superseded values are not recommended for survey control.
 JX0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0733.See file dsdata.txt to determine how the superseded data were derived.
 JX0733
 JX0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE219189(NAD 83)
 JX0733_MARKER: DB = BENCH MARK DISK
 JX0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0733_SP_SET: BUILDING
 JX0733_STAMPING: J 122 1957
 JX0733_MARK LOGO: CGS   
 JX0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX0733+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 JX0733
 JX0733  HISTORY     - Date     Condition        Report By
 JX0733  HISTORY     - 1957     MONUMENTED       CGS
 JX0733  HISTORY     - 1983     GOOD             NGS
 JX0733  HISTORY     - 20050818 GOOD             GEOCAC
 JX0733
 JX0733                          STATION DESCRIPTION
 JX0733
 JX0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0733'AT MOUNDSVILLE.
 JX0733'AT MOUNDSVILLE, AT THE INTERSECTION OF FIFTH STREET AND JEFFERSON
 JX0733'AVENUE, 12 FEET WEST OF WEST CURB OF JEFFERSON AVENUE, 132 1/2
 JX0733'FEET SOUTH OF SOUTH CURB OF FIFTH STREET, SET VERTICALLY IN
 JX0733'THE EAST FACE OF STRAND THEATRE BUILDING, 1.4 FEET NORTH OF
 JX0733'SOUTHEAST CORNER OF BUILDING AND 1 FOOT ABOVE LEVEL OF SIDE WALK.
 JX0733
 JX0733                          STATION RECOVERY (1983)
 JX0733
 JX0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0733'RECOVERED IN GOOD CONDITION.
 JX0733
 JX0733                          STATION RECOVERY (2005)
 JX0733
 JX0733'RECOVERY NOTE BY GEOCACHING 2005 (WPE)
 JX0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0902 ***********************************************************************
 KY0902  DESIGNATION -  J 123
 KY0902  PID         -  KY0902
 KY0902  STATE/COUNTY-  WV/MARSHALL
 KY0902  USGS QUAD   -  VALLEY GROVE (1981)
 KY0902
 KY0902                         *CURRENT SURVEY CONTROL
 KY0902  ___________________________________________________________________
 KY0902* NAD 83(1986)-  40 00 05.     (N)    080 36 54.     (W)     SCALED    
 KY0902* NAVD 88     -       377.984  (meters)    1240.10   (feet)  ADJUSTED  
 KY0902  ___________________________________________________________________
 KY0902  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KY0902  DYNAMIC HT  -         377.766 (meters)    1239.39  (feet)  COMP
 KY0902  MODELED GRAV-     980,038.4   (mgal)                       NAVD 88
 KY0902
 KY0902  VERT ORDER  -  SECOND    CLASS 0
 KY0902
 KY0902.The horizontal coordinates were scaled from a topographic map and have
 KY0902.an estimated accuracy of +/- 6 seconds.
 KY0902
 KY0902.The orthometric height was determined by differential leveling
 KY0902.and adjusted by the National Geodetic Survey in June 1991..
 KY0902
 KY0902.The geoid height was determined by GEOID03.
 KY0902
 KY0902.The dynamic height is computed by dividing the NAVD 88
 KY0902.geopotential number by the normal gravity value computed on the
 KY0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0902.degrees latitude (g = 980.6199 gals.).
 KY0902
 KY0902.The modeled gravity was interpolated from observed gravity values.
 KY0902
 KY0902;                    North         East    Units  Estimated Accuracy
 KY0902;SPC WV N     -   167,270.      504,790.      MT  (+/- 180 meters Scaled)
 KY0902
 KY0902                          SUPERSEDED SURVEY CONTROL
 KY0902
 KY0902  NGVD 29 (??/??/92)  378.129  (m)         1240.58   (f) ADJ UNCH    2 0
 KY0902
 KY0902.Superseded values are not recommended for survey control.
 KY0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0902.See file dsdata.txt to determine how the superseded data were derived.
 KY0902
 KY0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE328279(NAD 83)
 KY0902_MARKER: DB = BENCH MARK DISK
 KY0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0902_STAMPING: J 123 1957
 KY0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0902+STABILITY: SURFACE MOTION
 KY0902
 KY0902  HISTORY     - Date     Condition        Report By
 KY0902  HISTORY     - 1957     MONUMENTED       CGS
 KY0902
 KY0902                          STATION DESCRIPTION
 KY0902
 KY0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0902'5.6 MI SE FROM ELM GROVE.
 KY0902'ABOUT 3.85 MILES SOUTH ALONG A BLACK TOP ROAD FOLLOWING WHEELING
 KY0902'CREEK FROM THE PUBLIC SCHOOL AT ELM GROVE, THENCE ABOUT 1.8
 KY0902'MILES EAST ALONG A GRAVEL ROAD, 164 FEET WEST AND DOWNHILL
 KY0902'FROM THE Y JUNCTION OF A FIELD TRAIL LEADING WEST, 157 YARDS
 KY0902'NORTHWEST AND DOWNHILL FROM THE CENTER OF JUNCTION OF A ROAD
 KY0902'LEADING SOUTHWEST AND UPHILL, 18 1/2 FEET NORTH OF CENTER
 KY0902'LINE OF ROAD, AT THE WEST END OF A CURVE IN ROAD, 1 1/2 FEET
 KY0902'SOUTH OF A FENCE LINE, 21 FEET SOUTHWEST OF CENTER LINE OF A
 KY0902'FIELD TRAIL, 3 FEET EAST OF A CONCRETE WITNESS POST, ABOUT
 KY0902'1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 KY0902'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0724 ***********************************************************************
 JX0724  DESIGNATION -  J 124
 JX0724  PID         -  JX0724
 JX0724  STATE/COUNTY-  WV/MARSHALL
 JX0724  USGS QUAD   -  CAMERON (1988)
 JX0724
 JX0724                         *CURRENT SURVEY CONTROL
 JX0724  ___________________________________________________________________
 JX0724* NAD 83(1986)-  39 50 14.     (N)    080 36 52.     (W)     SCALED    
 JX0724* NAVD 88     -       300.642  (meters)     986.36   (feet)  ADJUSTED  
 JX0724  ___________________________________________________________________
 JX0724  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JX0724  DYNAMIC HT  -         300.468 (meters)     985.79  (feet)  COMP
 JX0724  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 JX0724
 JX0724  VERT ORDER  -  SECOND    CLASS 0
 JX0724
 JX0724.The horizontal coordinates were scaled from a topographic map and have
 JX0724.an estimated accuracy of +/- 6 seconds.
 JX0724
 JX0724.The orthometric height was determined by differential leveling
 JX0724.and adjusted by the National Geodetic Survey in June 1991..
 JX0724
 JX0724.The geoid height was determined by GEOID03.
 JX0724
 JX0724.The dynamic height is computed by dividing the NAVD 88
 JX0724.geopotential number by the normal gravity value computed on the
 JX0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0724.degrees latitude (g = 980.6199 gals.).
 JX0724
 JX0724.The modeled gravity was interpolated from observed gravity values.
 JX0724
 JX0724;                    North         East    Units  Estimated Accuracy
 JX0724;SPC WV N     -   149,050.      504,620.      MT  (+/- 180 meters Scaled)
 JX0724
 JX0724                          SUPERSEDED SURVEY CONTROL
 JX0724
 JX0724  NGVD 29 (??/??/92)  300.776  (m)          986.80   (f) ADJ UNCH    2 0
 JX0724
 JX0724.Superseded values are not recommended for survey control.
 JX0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0724.See file dsdata.txt to determine how the superseded data were derived.
 JX0724
 JX0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE329097(NAD 83)
 JX0724_MARKER: DB = BENCH MARK DISK
 JX0724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0724_SP_SET: BRIDGE
 JX0724_STAMPING: J 124 1957
 JX0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0724
 JX0724  HISTORY     - Date     Condition        Report By
 JX0724  HISTORY     - 1957     MONUMENTED       CGS
 JX0724
 JX0724                          STATION DESCRIPTION
 JX0724
 JX0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0724'1.8 MI E FROM GLEN EASTON.
 JX0724'ABOUT 1.8 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0724'FROM THE STATION SIGN AT GLEN EASTON, ABOUT 0.85 MILE WEST OF
 JX0724'STATION SIGN AND ROAD CROSSING AT LOUDENVILLE, BETWEEN MILEAGE
 JX0724'POLES NO. 354+28 AND 354+29, IN THE TOP OF THE SOUTH END OF BRIDGE
 JX0724'SEAT OF THE WEST STONE MASONRY ABUTMENT OF A 12-FOOT CONCRETE
 JX0724'AND WOODEN BRIDGE OVER A CREEK BRANCH AND TRAIL, 13 FEET SOUTH
 JX0724'OF SOUTH RAIL AND ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0682 ***********************************************************************
 JX0682  DESIGNATION -  J 125
 JX0682  PID         -  JX0682
 JX0682  STATE/COUNTY-  WV/MARSHALL
 JX0682  USGS QUAD   -  GLEN EASTON (1976)
 JX0682
 JX0682                         *CURRENT SURVEY CONTROL
 JX0682  ___________________________________________________________________
 JX0682* NAD 83(1986)-  39 48 24.     (N)    080 40 16.     (W)     SCALED    
 JX0682* NAVD 88     -       410.315  (meters)    1346.18   (feet)  ADJUSTED  
 JX0682  ___________________________________________________________________
 JX0682  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX0682  DYNAMIC HT  -         410.083 (meters)    1345.41  (feet)  COMP
 JX0682  MODELED GRAV-     980,049.9   (mgal)                       NAVD 88
 JX0682
 JX0682  VERT ORDER  -  SECOND    CLASS 0
 JX0682
 JX0682.The horizontal coordinates were scaled from a topographic map and have
 JX0682.an estimated accuracy of +/- 6 seconds.
 JX0682
 JX0682.The orthometric height was determined by differential leveling
 JX0682.and adjusted by the National Geodetic Survey in June 1991..
 JX0682
 JX0682.The geoid height was determined by GEOID03.
 JX0682
 JX0682.The dynamic height is computed by dividing the NAVD 88
 JX0682.geopotential number by the normal gravity value computed on the
 JX0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0682.degrees latitude (g = 980.6199 gals.).
 JX0682
 JX0682.The modeled gravity was interpolated from observed gravity values.
 JX0682
 JX0682;                    North         East    Units  Estimated Accuracy
 JX0682;SPC WV N     -   145,720.      499,720.      MT  (+/- 180 meters Scaled)
 JX0682
 JX0682                          SUPERSEDED SURVEY CONTROL
 JX0682
 JX0682  NGVD 29 (??/??/92)  410.457  (m)         1346.64   (f) ADJ UNCH    2 0
 JX0682
 JX0682.Superseded values are not recommended for survey control.
 JX0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0682.See file dsdata.txt to determine how the superseded data were derived.
 JX0682
 JX0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE281063(NAD 83)
 JX0682_MARKER: DB = BENCH MARK DISK
 JX0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0682_STAMPING: J 125 1957
 JX0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0682+STABILITY: SURFACE MOTION
 JX0682
 JX0682  HISTORY     - Date     Condition        Report By
 JX0682  HISTORY     - 1957     MONUMENTED       CGS
 JX0682
 JX0682                          STATION DESCRIPTION
 JX0682
 JX0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0682'3.8 MI SW FROM GLEN EASTON.
 JX0682'ABOUT 1.05 MILES SOUTH ALONG A WINDING GRAVEL ROAD FROM THE
 JX0682'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT GLEN EASTON, THENCE
 JX0682'ABOUT 1.45 MILES NORTHWEST AND WEST ALONG A BLACK TOP ROAD, THENCE
 JX0682'ABOUT 1.3 MILES SOUTH ALONG A BLACK TOP ROAD LEADING TO LYNN CAMP,
 JX0682'ABOUT 1.3 MILES SOUTH OF SALEM CHURCH AND CEMETERY, 41 FEET
 JX0682'SOUTHEAST OF CENTER LINE OF ROAD, 30 FEET NORTHWEST OF NORTH CORNER
 JX0682'OF A HOUSE, 74 1/2 FEET SOUTH OF SOUTHWEST END OF SOUTHEAST
 JX0682'CONCRETE HEAD WALL OF A 10-INCH PIPE CULVERT UNDER ROAD, 2.3 FEET
 JX0682'NORTHEAST OF POWER POLE NO. 32-1205, 26 1/2 FEET NORTH-NORTHWEST
 JX0682'OF CENTER OF A WELL, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET IN
 JX0682'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0685 ***********************************************************************
 JX0685  DESIGNATION -  J 126
 JX0685  PID         -  JX0685
 JX0685  STATE/COUNTY-  WV/MARSHALL
 JX0685  USGS QUAD   -  GLEN EASTON (1976)
 JX0685
 JX0685                         *CURRENT SURVEY CONTROL
 JX0685  ___________________________________________________________________
 JX0685* NAD 83(1986)-  39 47 06.     (N)    080 42 08.     (W)     SCALED    
 JX0685* NAVD 88     -       323.634  (meters)    1061.79   (feet)  ADJUSTED  
 JX0685  ___________________________________________________________________
 JX0685  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX0685  DYNAMIC HT  -         323.452 (meters)    1061.19  (feet)  COMP
 JX0685  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 JX0685
 JX0685  VERT ORDER  -  SECOND    CLASS 0
 JX0685
 JX0685.The horizontal coordinates were scaled from a topographic map and have
 JX0685.an estimated accuracy of +/- 6 seconds.
 JX0685
 JX0685.The orthometric height was determined by differential leveling
 JX0685.and adjusted by the National Geodetic Survey in June 1991..
 JX0685
 JX0685.The geoid height was determined by GEOID03.
 JX0685
 JX0685.The dynamic height is computed by dividing the NAVD 88
 JX0685.geopotential number by the normal gravity value computed on the
 JX0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0685.degrees latitude (g = 980.6199 gals.).
 JX0685
 JX0685.The modeled gravity was interpolated from observed gravity values.
 JX0685
 JX0685;                    North         East    Units  Estimated Accuracy
 JX0685;SPC WV N     -   143,350.      497,030.      MT  (+/- 180 meters Scaled)
 JX0685
 JX0685                          SUPERSEDED SURVEY CONTROL
 JX0685
 JX0685  NGVD 29 (??/??/92)  323.780  (m)         1062.27   (f) ADJ UNCH    2 0
 JX0685
 JX0685.Superseded values are not recommended for survey control.
 JX0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0685.See file dsdata.txt to determine how the superseded data were derived.
 JX0685
 JX0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE254039(NAD 83)
 JX0685_MARKER: DB = BENCH MARK DISK
 JX0685_SETTING: 66 = SET IN ROCK OUTCROP
 JX0685_SP_SET: ROCK CUT
 JX0685_STAMPING: J 126 1957
 JX0685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0685+STABILITY: POSITION/ELEVATION WELL
 JX0685
 JX0685  HISTORY     - Date     Condition        Report By
 JX0685  HISTORY     - 1957     MONUMENTED       CGS
 JX0685
 JX0685                          STATION DESCRIPTION
 JX0685
 JX0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0685'1.4 MI NE FROM LYNN CAMP.
 JX0685'ABOUT 1.45 MILES NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 JX0685'SALEM CHURCH AND CEMETERY FROM THE METHODIST CHURCH AT LYNN CAMP,
 JX0685'ABOUT 1.0 MILE NORTHEAST OF JUNCTION OF A GRAVEL ROAD LEADING
 JX0685'NORTHWEST ALONG FISH CREEK, SET VERTICALLY IN THE SOUTHEAST FACE
 JX0685'OF A ROCK CUT, 20 FEET NORTHWEST OF CENTER LINE OF ROAD AND ON
 JX0685'THE INSIDE OF A CURVE IN ROAD, 139 FEET NORTHEAST OF NORTHWEST END
 JX0685'OF A PIPE CULVERT WITH HEAD WALL UNDER ROAD, 87 FEET NORTHWEST AND
 JX0685'ACROSS ROAD FROM A 30-INCH OAK TREE, AND ABOUT 3 FEET ABOVE
 JX0685'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0705 ***********************************************************************
 JX0705  DESIGNATION -  J 127
 JX0705  PID         -  JX0705
 JX0705  STATE/COUNTY-  WV/MARSHALL
 JX0705  USGS QUAD   -  GLEN EASTON (1976)
 JX0705
 JX0705                         *CURRENT SURVEY CONTROL
 JX0705  ___________________________________________________________________
 JX0705* NAD 83(1986)-  39 45 50.     (N)    080 39 31.     (W)     SCALED    
 JX0705* NAVD 88     -       235.589  (meters)     772.93   (feet)  ADJUSTED  
 JX0705  ___________________________________________________________________
 JX0705  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JX0705  DYNAMIC HT  -         235.454 (meters)     772.49  (feet)  COMP
 JX0705  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 JX0705
 JX0705  VERT ORDER  -  SECOND    CLASS 0
 JX0705
 JX0705.The horizontal coordinates were scaled from a topographic map and have
 JX0705.an estimated accuracy of +/- 6 seconds.
 JX0705
 JX0705.The orthometric height was determined by differential leveling
 JX0705.and adjusted by the National Geodetic Survey in June 1991..
 JX0705
 JX0705.The geoid height was determined by GEOID03.
 JX0705
 JX0705.The dynamic height is computed by dividing the NAVD 88
 JX0705.geopotential number by the normal gravity value computed on the
 JX0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0705.degrees latitude (g = 980.6199 gals.).
 JX0705
 JX0705.The modeled gravity was interpolated from observed gravity values.
 JX0705
 JX0705;                    North         East    Units  Estimated Accuracy
 JX0705;SPC WV N     -   140,950.      500,730.      MT  (+/- 180 meters Scaled)
 JX0705
 JX0705                          SUPERSEDED SURVEY CONTROL
 JX0705
 JX0705  NGVD 29 (??/??/92)  235.730  (m)          773.39   (f) ADJ UNCH    2 0
 JX0705
 JX0705.Superseded values are not recommended for survey control.
 JX0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0705.See file dsdata.txt to determine how the superseded data were derived.
 JX0705
 JX0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE292016(NAD 83)
 JX0705_MARKER: DB = BENCH MARK DISK
 JX0705_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0705_SP_SET: BRIDGE
 JX0705_STAMPING: J 127 1957
 JX0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0705
 JX0705  HISTORY     - Date     Condition        Report By
 JX0705  HISTORY     - 1957     MONUMENTED       CGS
 JX0705
 JX0705                          STATION DESCRIPTION
 JX0705
 JX0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0705'0.7 MI W FROM ADALINE.
 JX0705'ABOUT 0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 JX0705'ADALINE, ABOUT 0.4 MILE WEST OF JUNCTION OF A ROAD SOUTH, IN
 JX0705'THE TOP OF THE SOUTHWEST WING WALL OF SOUTH ABUTMENT OF A
 JX0705'30-FOOT CONCRETE BRIDGE OVER VALLEY RUN, 17 1/2 FEET WEST OF
 JX0705'CENTER LINE OF ROAD AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0688 ***********************************************************************
 JX0688  DESIGNATION -  J 128
 JX0688  PID         -  JX0688
 JX0688  STATE/COUNTY-  WV/MARSHALL
 JX0688  USGS QUAD   -  GLEN EASTON (1976)
 JX0688
 JX0688                         *CURRENT SURVEY CONTROL
 JX0688  ___________________________________________________________________
 JX0688* NAD 83(1986)-  39 45 54.     (N)    080 42 18.     (W)     SCALED    
 JX0688* NAVD 88     -       217.683  (meters)     714.18   (feet)  ADJUSTED  
 JX0688  ___________________________________________________________________
 JX0688  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JX0688  DYNAMIC HT  -         217.559 (meters)     713.77  (feet)  COMP
 JX0688  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 JX0688
 JX0688  VERT ORDER  -  SECOND    CLASS 0
 JX0688
 JX0688.The horizontal coordinates were scaled from a topographic map and have
 JX0688.an estimated accuracy of +/- 6 seconds.
 JX0688
 JX0688.The orthometric height was determined by differential leveling
 JX0688.and adjusted by the National Geodetic Survey in June 1991..
 JX0688
 JX0688.The geoid height was determined by GEOID03.
 JX0688
 JX0688.The dynamic height is computed by dividing the NAVD 88
 JX0688.geopotential number by the normal gravity value computed on the
 JX0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0688.degrees latitude (g = 980.6199 gals.).
 JX0688
 JX0688.The modeled gravity was interpolated from observed gravity values.
 JX0688
 JX0688;                    North         East    Units  Estimated Accuracy
 JX0688;SPC WV N     -   141,130.      496,760.      MT  (+/- 180 meters Scaled)
 JX0688
 JX0688                          SUPERSEDED SURVEY CONTROL
 JX0688
 JX0688  NGVD 29 (??/??/92)  217.830  (m)          714.66   (f) ADJ UNCH    2 0
 JX0688
 JX0688.Superseded values are not recommended for survey control.
 JX0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0688.See file dsdata.txt to determine how the superseded data were derived.
 JX0688
 JX0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE252017(NAD 83)
 JX0688_MARKER: DB = BENCH MARK DISK
 JX0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0688_SP_SET: BRIDGE
 JX0688_STAMPING: J 128 1957
 JX0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0688
 JX0688  HISTORY     - Date     Condition        Report By
 JX0688  HISTORY     - 1957     MONUMENTED       CGS
 JX0688
 JX0688                          STATION DESCRIPTION
 JX0688
 JX0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0688'0.2 MI S FROM LYNN CAMP.
 JX0688'ABOUT 0.25 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE METHODIST
 JX0688'CHURCH AT LYNN CAMP, IN THE TOP OF THE NORTHWEST END OF THE
 JX0688'SOUTHWEST ABUTMENT OF A 100-FOOT BRIDGE OVER LYNN CAMP RUN, 11
 JX0688'FEET NORTHWEST OF CENTER LINE OF ROAD AND ABOUT 1 1/2 FEET BELOW
 JX0688'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0433 ***********************************************************************
 JX0433  DESIGNATION -  J 129
 JX0433  PID         -  JX0433
 JX0433  STATE/COUNTY-  WV/WETZEL
 JX0433  USGS QUAD   -  BIG RUN (1976)
 JX0433
 JX0433                         *CURRENT SURVEY CONTROL
 JX0433  ___________________________________________________________________
 JX0433* NAD 83(1986)-  39 30 21.     (N)    080 34 33.     (W)     SCALED    
 JX0433* NAVD 88     -       251.729  (meters)     825.88   (feet)  ADJUSTED  
 JX0433  ___________________________________________________________________
 JX0433  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JX0433  DYNAMIC HT  -         251.578 (meters)     825.39  (feet)  COMP
 JX0433  MODELED GRAV-     980,019.6   (mgal)                       NAVD 88
 JX0433
 JX0433  VERT ORDER  -  SECOND    CLASS 0
 JX0433
 JX0433.The horizontal coordinates were scaled from a topographic map and have
 JX0433.an estimated accuracy of +/- 6 seconds.
 JX0433
 JX0433.The orthometric height was determined by differential leveling
 JX0433.and adjusted by the National Geodetic Survey in June 1991..
 JX0433
 JX0433.The geoid height was determined by GEOID03.
 JX0433
 JX0433.The dynamic height is computed by dividing the NAVD 88
 JX0433.geopotential number by the normal gravity value computed on the
 JX0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0433.degrees latitude (g = 980.6199 gals.).
 JX0433
 JX0433.The modeled gravity was interpolated from observed gravity values.
 JX0433
 JX0433;                    North         East    Units  Estimated Accuracy
 JX0433;SPC WV N     -   112,220.      507,480.      MT  (+/- 180 meters Scaled)
 JX0433
 JX0433                          SUPERSEDED SURVEY CONTROL
 JX0433
 JX0433  NGVD 29 (??/??/92)  251.888  (m)          826.40   (f) ADJ UNCH    2 0
 JX0433
 JX0433.Superseded values are not recommended for survey control.
 JX0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0433.See file dsdata.txt to determine how the superseded data were derived.
 JX0433
 JX0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND364729(NAD 83)
 JX0433_MARKER: DB = BENCH MARK DISK
 JX0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0433_SP_SET: CULVERT
 JX0433_STAMPING: J 129 1957
 JX0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0433
 JX0433  HISTORY     - Date     Condition        Report By
 JX0433  HISTORY     - 1957     MONUMENTED       CGS
 JX0433
 JX0433                          STATION DESCRIPTION
 JX0433
 JX0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0433'1.5 MI NW FROM SMITHFIELD.
 JX0433'ABOUT 1.5 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0433'FROM THE STATION AT SMITHFIELD, AT FALLEN TIMBER, BETWEEN THE
 JX0433'TRACK AND STATE HIGHWAY 20, IN THE TOP OF THE WEST END OF THE
 JX0433'SOUTH HEAD WALL OF A 15-FOOT CONCRETE ARCHED CULVERT UNDER
 JX0433'HIGHWAY, 43 FEET NORTH OF NORTH RAIL, 45 FEET SOUTH OF CENTER LINE
 JX0433'OF HIGHWAY, ABOUT 18 FEET BELOW LEVEL OF HIGHWAY AND ABOUT LEVEL
 JX0433'WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0659 ***********************************************************************
 JX0659  DESIGNATION -  J 130
 JX0659  PID         -  JX0659
 JX0659  STATE/COUNTY-  WV/WETZEL
 JX0659  USGS QUAD   -  PINE GROVE (1976)
 JX0659
 JX0659                         *CURRENT SURVEY CONTROL
 JX0659  ___________________________________________________________________
 JX0659* NAD 83(1986)-  39 36 52.     (N)    080 39 46.     (W)     SCALED    
 JX0659* NAVD 88     -       323.141  (meters)    1060.17   (feet)  ADJUSTED  
 JX0659  ___________________________________________________________________
 JX0659  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0659  DYNAMIC HT  -         322.952 (meters)    1059.55  (feet)  COMP
 JX0659  MODELED GRAV-     980,034.7   (mgal)                       NAVD 88
 JX0659
 JX0659  VERT ORDER  -  SECOND    CLASS 0
 JX0659
 JX0659.The horizontal coordinates were scaled from a topographic map and have
 JX0659.an estimated accuracy of +/- 6 seconds.
 JX0659
 JX0659.The orthometric height was determined by differential leveling
 JX0659.and adjusted by the National Geodetic Survey in June 1991..
 JX0659
 JX0659.The geoid height was determined by GEOID03.
 JX0659
 JX0659.The dynamic height is computed by dividing the NAVD 88
 JX0659.geopotential number by the normal gravity value computed on the
 JX0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0659.degrees latitude (g = 980.6199 gals.).
 JX0659
 JX0659.The modeled gravity was interpolated from observed gravity values.
 JX0659
 JX0659;                    North         East    Units  Estimated Accuracy
 JX0659;SPC WV N     -   124,370.      500,160.      MT  (+/- 180 meters Scaled)
 JX0659
 JX0659                          SUPERSEDED SURVEY CONTROL
 JX0659
 JX0659  NGVD 29 (??/??/92)  323.300  (m)         1060.69   (f) ADJ UNCH    2 0
 JX0659
 JX0659.Superseded values are not recommended for survey control.
 JX0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0659.See file dsdata.txt to determine how the superseded data were derived.
 JX0659
 JX0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND289850(NAD 83)
 JX0659_MARKER: DB = BENCH MARK DISK
 JX0659_SETTING: 66 = SET IN ROCK OUTCROP
 JX0659_SP_SET: ROCK CUT
 JX0659_STAMPING: J 130 1957
 JX0659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0659+STABILITY: POSITION/ELEVATION WELL
 JX0659
 JX0659  HISTORY     - Date     Condition        Report By
 JX0659  HISTORY     - 1957     MONUMENTED       CGS
 JX0659
 JX0659                          STATION DESCRIPTION
 JX0659
 JX0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0659'5 MI NE FROM PINE GROVE.
 JX0659'ABOUT 1.95 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 JX0659'JUNCTION OF STATE HIGHWAY 20 AND EAST END OF HIGHWAY BRIDGE OVER
 JX0659'NORTH FORK AT PINE GROVE, THENCE ABOUT 3.05 MILES NORTH ALONG A
 JX0659'BLACK TOP ROAD, ON THE NORTH SLOPE OF A LONG HILL, ON THE
 JX0659'OUTSIDE OF A HORSE-SHOE CURVE WITH BOTH TANGENTS EXTENDING
 JX0659'EAST, ON THE NORTH BANK OF A DEEP EAST-WEST RAVINE, SET
 JX0659'VERTICALLY IN A ROCK PROJECTION AT SOUTH END OF A CUT, 45 FEET
 JX0659'WEST OF CENTER LINE OF ROAD AND ABOUT 4 1/2 FEET ABOVE LEVEL OF
 JX0659'ROAD.  NOTE-- MARK IS ABOUT 1.65 MILES SOUTHEAST ALONG STATE
 JX0659'HIGHWAY 7 FROM THE CHURCH OF CHRIST AT WILEYVILLE, THENCE ABOUT
 JX0659'0.8 MILE SOUTH AND SOUTHWEST ALONG A BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1025 ***********************************************************************
 JX1025  DESIGNATION -  J 131
 JX1025  PID         -  JX1025
 JX1025  STATE/COUNTY-  WV/RITCHIE
 JX1025  USGS QUAD   -  ELLENBORO (1975)
 JX1025
 JX1025                         *CURRENT SURVEY CONTROL
 JX1025  ___________________________________________________________________
 JX1025* NAD 83(1986)-  39 19 35.     (N)    081 05 46.     (W)     SCALED    
 JX1025* NAVD 88     -       305.754  (meters)    1003.13   (feet)  ADJUSTED  
 JX1025  ___________________________________________________________________
 JX1025  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX1025  DYNAMIC HT  -         305.564 (meters)    1002.50  (feet)  COMP
 JX1025  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 JX1025
 JX1025  VERT ORDER  -  SECOND    CLASS 0
 JX1025
 JX1025.The horizontal coordinates were scaled from a topographic map and have
 JX1025.an estimated accuracy of +/- 6 seconds.
 JX1025
 JX1025.The orthometric height was determined by differential leveling
 JX1025.and adjusted by the National Geodetic Survey in June 1991..
 JX1025
 JX1025.The geoid height was determined by GEOID03.
 JX1025
 JX1025.The dynamic height is computed by dividing the NAVD 88
 JX1025.geopotential number by the normal gravity value computed on the
 JX1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1025.degrees latitude (g = 980.6199 gals.).
 JX1025
 JX1025.The modeled gravity was interpolated from observed gravity values.
 JX1025
 JX1025;                    North         East    Units  Estimated Accuracy
 JX1025;SPC WV N     -    92,970.      462,390.      MT  (+/- 180 meters Scaled)
 JX1025
 JX1025                          SUPERSEDED SURVEY CONTROL
 JX1025
 JX1025  NGVD 29 (??/??/92)  305.918  (m)         1003.67   (f) ADJ UNCH    2 0
 JX1025
 JX1025.Superseded values are not recommended for survey control.
 JX1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1025.See file dsdata.txt to determine how the superseded data were derived.
 JX1025
 JX1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD917530(NAD 83)
 JX1025_MARKER: DB = BENCH MARK DISK
 JX1025_SETTING: 66 = SET IN ROCK OUTCROP
 JX1025_SP_SET: ROCK LEDGE
 JX1025_STAMPING: J 131 1957
 JX1025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1025+STABILITY: POSITION/ELEVATION WELL
 JX1025
 JX1025  HISTORY     - Date     Condition        Report By
 JX1025  HISTORY     - 1957     MONUMENTED       CGS
 JX1025
 JX1025                          STATION DESCRIPTION
 JX1025
 JX1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1025'1.4 MI NW FROM FINCH.
 JX1025'ABOUT 1.4 MILES NORTHWEST ALONG U.S. HIGHWAY ALTERNATE 50 FROM
 JX1025'MT. OLIVET METHODIST CHURCH AND CEMETERY AT FINCH, AT THE
 JX1025'CROSSING OF A ROAD WHICH FOLLOWS THE RITCHIE-PLEASANTS COUNTY
 JX1025'LINE, IN THE TOP OF A SANDSTONE LEDGE ABOUT 7 BY 2 FEET, 59 1/2
 JX1025'FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 150 FEET EAST-SOUTHEAST
 JX1025'OF CENTER OF CROSSROADS, 26 1/2 FEET NORTH-NORTHWEST OF WEST
 JX1025'CORNER OF THE PINES GROCERY STORE, 27 1/2 FEET WEST OF NORTH
 JX1025'CORNER OF SAME STORE BUILDING, 24 1/2 FEET NORTHWEST OF NORTHWEST
 JX1025'FACE OF ABOVE STORE AND 3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0903 ***********************************************************************
 JX0903  DESIGNATION -  J 132
 JX0903  PID         -  JX0903
 JX0903  STATE/COUNTY-  WV/PLEASANTS
 JX0903  USGS QUAD   -  SCHULTZ (1975)
 JX0903
 JX0903                         *CURRENT SURVEY CONTROL
 JX0903  ___________________________________________________________________
 JX0903* NAD 83(1986)-  39 18 52.     (N)    081 13 33.     (W)     SCALED    
 JX0903* NAVD 88     -       238.766  (meters)     783.35   (feet)  ADJUSTED  
 JX0903  ___________________________________________________________________
 JX0903  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JX0903  DYNAMIC HT  -         238.620 (meters)     782.87  (feet)  COMP
 JX0903  MODELED GRAV-     980,009.8   (mgal)                       NAVD 88
 JX0903
 JX0903  VERT ORDER  -  SECOND    CLASS 0
 JX0903
 JX0903.The horizontal coordinates were scaled from a topographic map and have
 JX0903.an estimated accuracy of +/- 6 seconds.
 JX0903
 JX0903.The orthometric height was determined by differential leveling
 JX0903.and adjusted by the National Geodetic Survey in June 1991..
 JX0903
 JX0903.The geoid height was determined by GEOID03.
 JX0903
 JX0903.The dynamic height is computed by dividing the NAVD 88
 JX0903.geopotential number by the normal gravity value computed on the
 JX0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0903.degrees latitude (g = 980.6199 gals.).
 JX0903
 JX0903.The modeled gravity was interpolated from observed gravity values.
 JX0903
 JX0903;                    North         East    Units  Estimated Accuracy
 JX0903;SPC WV N     -    91,850.      451,180.      MT  (+/- 180 meters Scaled)
 JX0903
 JX0903                          SUPERSEDED SURVEY CONTROL
 JX0903
 JX0903  NGVD 29 (??/??/92)  238.930  (m)          783.89   (f) ADJ UNCH    2 0
 JX0903
 JX0903.Superseded values are not recommended for survey control.
 JX0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0903.See file dsdata.txt to determine how the superseded data were derived.
 JX0903
 JX0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD805516(NAD 83)
 JX0903_MARKER: DB = BENCH MARK DISK
 JX0903_SETTING: 66 = SET IN ROCK OUTCROP
 JX0903_SP_SET: ROCK LEDGE
 JX0903_STAMPING: J 132 1957
 JX0903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0903+STABILITY: POSITION/ELEVATION WELL
 JX0903
 JX0903  HISTORY     - Date     Condition        Report By
 JX0903  HISTORY     - 1957     MONUMENTED       CGS
 JX0903
 JX0903                          STATION DESCRIPTION
 JX0903
 JX0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0903'1 MI SE FROM SCHULTZ.
 JX0903'ABOUT 0.95 MILE SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING COW CREEK
 JX0903'FROM THE BRIDGE OVER COW CREEK AT SHULTZ, SET VERTICALLY IN THE FACE
 JX0903'OF AN OUTCROPPING SANDSTONE LEDGE ABOUT 4 1/2 BY 2 1/2 FEET, 40 FEET
 JX0903'NORTH OF CENTER LINE OF ROAD, 25 FEET EAST OF A TRIANGULAR BLAZED
 JX0903'16-INCH HICKORY TREE, 6 FEET EAST OF EAST END OF AN OVERHANGING
 JX0903'ROCK LEDGE ABOUT 20 BY 3 1/2 FEET, 65 FEET NORTHEAST OF CENTER OF
 JX0903'JUNCTION OF ROAD AND A DIM ROAD SOUTHWEST, AND ABOUT 4 1/2 FEET
 JX0903'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0359 ***********************************************************************
 JX0359  DESIGNATION -  J 133
 JX0359  PID         -  JX0359
 JX0359  STATE/COUNTY-  WV/DODDRIDGE
 JX0359  USGS QUAD   -  SALEM (1976)
 JX0359
 JX0359                         *CURRENT SURVEY CONTROL
 JX0359  ___________________________________________________________________
 JX0359* NAD 83(1986)-  39 18 22.     (N)    080 35 10.     (W)     SCALED    
 JX0359* NAVD 88     -       358.957  (meters)    1177.68   (feet)  ADJUSTED  
 JX0359  ___________________________________________________________________
 JX0359  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JX0359  DYNAMIC HT  -         358.733 (meters)    1176.94  (feet)  COMP
 JX0359  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 JX0359
 JX0359  VERT ORDER  -  SECOND    CLASS 0
 JX0359
 JX0359.The horizontal coordinates were scaled from a topographic map and have
 JX0359.an estimated accuracy of +/- 6 seconds.
 JX0359
 JX0359.The orthometric height was determined by differential leveling
 JX0359.and adjusted by the National Geodetic Survey in June 1991..
 JX0359
 JX0359.The geoid height was determined by GEOID03.
 JX0359
 JX0359.The dynamic height is computed by dividing the NAVD 88
 JX0359.geopotential number by the normal gravity value computed on the
 JX0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0359.degrees latitude (g = 980.6199 gals.).
 JX0359
 JX0359.The modeled gravity was interpolated from observed gravity values.
 JX0359
 JX0359;                    North         East    Units  Estimated Accuracy
 JX0359;SPC WV N     -    90,060.      506,330.      MT  (+/- 180 meters Scaled)
 JX0359
 JX0359                          SUPERSEDED SURVEY CONTROL
 JX0359
 JX0359  NGVD 29 (??/??/92)  359.107  (m)         1178.17   (f) ADJ UNCH    2 0
 JX0359
 JX0359.Superseded values are not recommended for survey control.
 JX0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0359.See file dsdata.txt to determine how the superseded data were derived.
 JX0359
 JX0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND356508(NAD 83)
 JX0359_MARKER: DB = BENCH MARK DISK
 JX0359_SETTING: 66 = SET IN ROCK OUTCROP
 JX0359_SP_SET: CUT
 JX0359_STAMPING: J 133 1957
 JX0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0359+STABILITY: POSITION/ELEVATION WELL
 JX0359
 JX0359  HISTORY     - Date     Condition        Report By
 JX0359  HISTORY     - 1957     MONUMENTED       CGS
 JX0359
 JX0359                          STATION DESCRIPTION
 JX0359
 JX0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0359'2.4 MI NW FROM SALEM.
 JX0359'ABOUT 2.4 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE
 JX0359'JUNCTION OF U.S. HIGHWAY 50 AT SALEM, ABOUT 0.6 MILE SOUTHEAST OF
 JX0359'JUNCTION OF A BLACK TOP ROAD SOUTHWEST, 261 FEET NORTHWEST OF THE
 JX0359'DODDRIDGE-HARRISON COUNTY LINE, 18 1/2 FEET NORTHEAST OF CENTER
 JX0359'LINE OF HIGHWAY, 57 FEET EAST AND ACROSS HIGHWAY FROM TELEPHONE
 JX0359'POLE NO. 92, SET VERTICALLY IN FACE OF A ROCK CUT AND ABOUT 5 FEET
 JX0359'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1061 ***********************************************************************
 JX1061  DESIGNATION -  J 134
 JX1061  PID         -  JX1061
 JX1061  STATE/COUNTY-  WV/PLEASANTS
 JX1061  USGS QUAD   -  BENS RUN (1994)
 JX1061
 JX1061                         *CURRENT SURVEY CONTROL
 JX1061  ___________________________________________________________________
 JX1061* NAD 83(1986)-  39 25 44.     (N)    081 03 17.     (W)     SCALED    
 JX1061* NAVD 88     -       201.538  (meters)     661.21   (feet)  ADJUSTED  
 JX1061  ___________________________________________________________________
 JX1061  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX1061  DYNAMIC HT  -         201.417 (meters)     660.82  (feet)  COMP
 JX1061  MODELED GRAV-     980,022.2   (mgal)                       NAVD 88
 JX1061
 JX1061  VERT ORDER  -  SECOND    CLASS 0
 JX1061
 JX1061.The horizontal coordinates were scaled from a topographic map and have
 JX1061.an estimated accuracy of +/- 6 seconds.
 JX1061
 JX1061.The orthometric height was determined by differential leveling
 JX1061.and adjusted by the National Geodetic Survey in June 1991..
 JX1061
 JX1061.The geoid height was determined by GEOID03.
 JX1061
 JX1061.The dynamic height is computed by dividing the NAVD 88
 JX1061.geopotential number by the normal gravity value computed on the
 JX1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1061.degrees latitude (g = 980.6199 gals.).
 JX1061
 JX1061.The modeled gravity was interpolated from observed gravity values.
 JX1061
 JX1061;                    North         East    Units  Estimated Accuracy
 JX1061;SPC WV N     -   104,280.      466,150.      MT  (+/- 180 meters Scaled)
 JX1061
 JX1061                          SUPERSEDED SURVEY CONTROL
 JX1061
 JX1061  NGVD 29 (??/??/92)  201.711  (m)          661.78   (f) ADJ UNCH    2 0
 JX1061
 JX1061.Superseded values are not recommended for survey control.
 JX1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1061.See file dsdata.txt to determine how the superseded data were derived.
 JX1061
 JX1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD952643(NAD 83)
 JX1061_MARKER: DB = BENCH MARK DISK
 JX1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1061_STAMPING: J 134 1957
 JX1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1061+STABILITY: SURFACE MOTION
 JX1061
 JX1061  HISTORY     - Date     Condition        Report By
 JX1061  HISTORY     - 1957     MONUMENTED       CGS
 JX1061  HISTORY     - 1983     GOOD             NGS
 JX1061
 JX1061                          STATION DESCRIPTION
 JX1061
 JX1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1061'1 MI SE FROM ARVILLA.
 JX1061'ABOUT 1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER
 JX1061'MIDDLE ISLAND CREEK AT ARVILLA, AT THE JUNCTION OF A ROAD SOUTH,
 JX1061'170 FEET SOUTHEAST OF CENTER OF JUNCTION OF ROADS, 19 FEET EAST OF
 JX1061'CENTER LINE OF ROAD SOUTH, 60 FEET SOUTH OF SOUTHWEST CORNER OF
 JX1061'A 2-STORY FRAME HOUSE, 62 FEET NORTH OF EAST END OF A 54-INCH
 JX1061'PIPE CULVERT UNDER ROAD SOUTH, 1 FOOT WEST AND ON THE OUTSIDE OF A
 JX1061'TURN IN A CONCRETE WALK, ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD
 JX1061'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JX1061
 JX1061                          STATION RECOVERY (1983)
 JX1061
 JX1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0336 ***********************************************************************
 JX0336  DESIGNATION -  J 135
 JX0336  PID         -  JX0336
 JX0336  STATE/COUNTY-  WV/TYLER
 JX0336  USGS QUAD   -  SHIRLEY (1989)
 JX0336
 JX0336                         *CURRENT SURVEY CONTROL
 JX0336  ___________________________________________________________________
 JX0336* NAD 83(1986)-  39 26 54.     (N)    080 49 30.     (W)     SCALED    
 JX0336* NAVD 88     -       215.387  (meters)     706.65   (feet)  ADJUSTED  
 JX0336  ___________________________________________________________________
 JX0336  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JX0336  DYNAMIC HT  -         215.258 (meters)     706.23  (feet)  COMP
 JX0336  MODELED GRAV-     980,025.2   (mgal)                       NAVD 88
 JX0336
 JX0336  VERT ORDER  -  SECOND    CLASS 0
 JX0336
 JX0336.The horizontal coordinates were scaled from a topographic map and have
 JX0336.an estimated accuracy of +/- 6 seconds.
 JX0336
 JX0336.The orthometric height was determined by differential leveling
 JX0336.and adjusted by the National Geodetic Survey in June 1991..
 JX0336
 JX0336.The geoid height was determined by GEOID03.
 JX0336
 JX0336.The dynamic height is computed by dividing the NAVD 88
 JX0336.geopotential number by the normal gravity value computed on the
 JX0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0336.degrees latitude (g = 980.6199 gals.).
 JX0336
 JX0336.The modeled gravity was interpolated from observed gravity values.
 JX0336
 JX0336;                    North         East    Units  Estimated Accuracy
 JX0336;SPC WV N     -   106,120.      485,960.      MT  (+/- 180 meters Scaled)
 JX0336
 JX0336                          SUPERSEDED SURVEY CONTROL
 JX0336
 JX0336  NGVD 29 (??/??/92)  215.550  (m)          707.18   (f) ADJ UNCH    2 0
 JX0336
 JX0336.Superseded values are not recommended for survey control.
 JX0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0336.See file dsdata.txt to determine how the superseded data were derived.
 JX0336
 JX0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND150665(NAD 83)
 JX0336_MARKER: DB = BENCH MARK DISK
 JX0336_SETTING: 66 = SET IN ROCK OUTCROP
 JX0336_SP_SET: CLIFF
 JX0336_STAMPING: J 135 1957
 JX0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0336+STABILITY: POSITION/ELEVATION WELL
 JX0336
 JX0336  HISTORY     - Date     Condition        Report By
 JX0336  HISTORY     - 1957     MONUMENTED       CGS
 JX0336
 JX0336                          STATION DESCRIPTION
 JX0336
 JX0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0336'1.4 MI N FROM TYLER.
 JX0336'ABOUT 1.45 MILES NORTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION
 JX0336'OF STATE HIGHWAY 23 AT TYLER, AT BLUE, IN THE TOP OF A SMALL
 JX0336'SHELF OF A PROMINENT ROCK CLIFF, 165 FEET NORTHEAST OF CENTER
 JX0336'LINE OF HIGHWAY 18 AT CENTER OF A CONCRETE BRIDGE OVER BLUE
 JX0336'RUN, 293 FEET NORTH OF CENTER OF JUNCTION OF HIGHWAY AND A ROAD
 JX0336'LEADING SOUTHEAST ALONG INDIAN CREEK, 42 1/2 FEET SOUTHEAST
 JX0336'OF SOUTHEAST END OF NORTHEAST CONCRETE HEAD WALL OF A PRIVATE
 JX0336'CONCRETE BRIDGE OVER BLUE RUN, 2 1/2 FEET BELOW A 12-INCH
 JX0336'TRIANGLE CHISELED IN FACE OF LEDGE AND 3 FEET ABOVE LEVEL OF
 JX0336'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0588 ***********************************************************************
 JX0588  DESIGNATION -  J 136
 JX0588  PID         -  JX0588
 JX0588  STATE/COUNTY-  WV/TYLER
 JX0588  USGS QUAD   -  PADEN CITY (1994)
 JX0588
 JX0588                         *CURRENT SURVEY CONTROL
 JX0588  ___________________________________________________________________
 JX0588* NAD 83(1986)-  39 32 14.     (N)    080 54 34.     (W)     SCALED    
 JX0588* NAVD 88     -       220.261  (meters)     722.64   (feet)  ADJUSTED  
 JX0588  ___________________________________________________________________
 JX0588  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JX0588  DYNAMIC HT  -         220.132 (meters)     722.22  (feet)  COMP
 JX0588  MODELED GRAV-     980,035.0   (mgal)                       NAVD 88
 JX0588
 JX0588  VERT ORDER  -  SECOND    CLASS 0
 JX0588
 JX0588.The horizontal coordinates were scaled from a topographic map and have
 JX0588.an estimated accuracy of +/- 6 seconds.
 JX0588
 JX0588.The orthometric height was determined by differential leveling
 JX0588.and adjusted by the National Geodetic Survey in June 1991..
 JX0588
 JX0588.The geoid height was determined by GEOID03.
 JX0588
 JX0588.The dynamic height is computed by dividing the NAVD 88
 JX0588.geopotential number by the normal gravity value computed on the
 JX0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0588.degrees latitude (g = 980.6199 gals.).
 JX0588
 JX0588.The modeled gravity was interpolated from observed gravity values.
 JX0588
 JX0588;                    North         East    Units  Estimated Accuracy
 JX0588;SPC WV N     -   116,100.      478,850.      MT  (+/- 180 meters Scaled)
 JX0588
 JX0588                          SUPERSEDED SURVEY CONTROL
 JX0588
 JX0588  NGVD 29 (??/??/92)  220.422  (m)          723.17   (f) ADJ UNCH    2 0
 JX0588
 JX0588.Superseded values are not recommended for survey control.
 JX0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0588.See file dsdata.txt to determine how the superseded data were derived.
 JX0588
 JX0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND077763(NAD 83)
 JX0588_MARKER: DB = BENCH MARK DISK
 JX0588_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JX0588_SP_SET: UNSPECIFIED ROCK
 JX0588_STAMPING: J 136 1957
 JX0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0588
 JX0588  HISTORY     - Date     Condition        Report By
 JX0588  HISTORY     - 1957     MONUMENTED       CGS
 JX0588  HISTORY     - 1983     GOOD             NGS
 JX0588
 JX0588                          STATION DESCRIPTION
 JX0588
 JX0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0588'1.8 MI NW FROM KIDWELL.
 JX0588'ABOUT 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE ROAD
 JX0588'JUNCTION AT KIDWELL, AT THE NORTHWEST END OF A LARGE ROCK OUTCROP,
 JX0588'21 FEET NORTH-NORTHWEST OF CENTER LINE OF HIGHWAY, 48 FEET
 JX0588'NORTHEAST OF NORTH END OF A 24-INCH METAL PIPE CULVERT UNDER
 JX0588'HIGHWAY, 180 FEET WEST OF THE WEST ONE OF A GROUP OF WILLOW
 JX0588'TREES, SET VERTICALLY IN FACE OF ROCK AND ABOUT 4 FEET ABOVE LEVEL
 JX0588'OF HIGHWAY.
 JX0588
 JX0588                          STATION RECOVERY (1983)
 JX0588
 JX0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0428 ***********************************************************************
 JX0428  DESIGNATION -  J 137
 JX0428  PID         -  JX0428
 JX0428  STATE/COUNTY-  WV/TYLER
 JX0428  USGS QUAD   -  SHIRLEY (1989)
 JX0428
 JX0428                         *CURRENT SURVEY CONTROL
 JX0428  ___________________________________________________________________
 JX0428* NAD 83(1986)-  39 27 14.     (N)    080 47 46.     (W)     SCALED    
 JX0428* NAVD 88     -       227.683  (meters)     746.99   (feet)  ADJUSTED  
 JX0428  ___________________________________________________________________
 JX0428  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JX0428  DYNAMIC HT  -         227.547 (meters)     746.54  (feet)  COMP
 JX0428  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 JX0428
 JX0428  VERT ORDER  -  SECOND    CLASS 0
 JX0428
 JX0428.The horizontal coordinates were scaled from a topographic map and have
 JX0428.an estimated accuracy of +/- 6 seconds.
 JX0428
 JX0428.The orthometric height was determined by differential leveling
 JX0428.and adjusted by the National Geodetic Survey in June 1991..
 JX0428
 JX0428.The geoid height was determined by GEOID03.
 JX0428
 JX0428.The dynamic height is computed by dividing the NAVD 88
 JX0428.geopotential number by the normal gravity value computed on the
 JX0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0428.degrees latitude (g = 980.6199 gals.).
 JX0428
 JX0428.The modeled gravity was interpolated from observed gravity values.
 JX0428
 JX0428;                    North         East    Units  Estimated Accuracy
 JX0428;SPC WV N     -   106,700.      488,450.      MT  (+/- 180 meters Scaled)
 JX0428
 JX0428                          SUPERSEDED SURVEY CONTROL
 JX0428
 JX0428  NGVD 29 (??/??/92)  227.845  (m)          747.52   (f) ADJ UNCH    2 0
 JX0428
 JX0428.Superseded values are not recommended for survey control.
 JX0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0428.See file dsdata.txt to determine how the superseded data were derived.
 JX0428
 JX0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND175671(NAD 83)
 JX0428_MARKER: DB = BENCH MARK DISK
 JX0428_SETTING: 66 = SET IN ROCK OUTCROP
 JX0428_SP_SET: CUT
 JX0428_STAMPING: J 137 1957
 JX0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0428+STABILITY: POSITION/ELEVATION WELL
 JX0428
 JX0428  HISTORY     - Date     Condition        Report By
 JX0428  HISTORY     - 1957     MONUMENTED       CGS
 JX0428
 JX0428                          STATION DESCRIPTION
 JX0428
 JX0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0428'2.4 MI NE FROM BLUE.
 JX0428'ABOUT 1.0 MILE EAST ALONG INDIAN CREEK ROAD FROM THE JUNCTION OF
 JX0428'STATE HIGHWAY 18 AT BLUE, THENCE ABOUT 1.35 MILES NORTHEAST ALONG
 JX0428'BIG RUN ROAD, ABOUT 0.2 MILE SOUTH OF ELDER SCHOOL, ABOUT 1.35
 JX0428'MILE SOUTHWEST OF A CHURCH AND CEMETERY, 147 YARDS SOUTH OF
 JX0428'JUNCTION OF A DRIVE SOUTHEAST OVER A WOODEN BRIDGE TO A FARM, 13
 JX0428'FEET WEST OF CENTER LINE OF ROAD, 42 FEET NORTH OF WEST END OF A
 JX0428'24-INCH CONCRETE PIPE CULVERT UNDER ROAD, SET VERTICALLY IN THE
 JX0428'EAST FACE OF A SMOOTH IRREGULAR LAYER OF ROCK IN A CUT BANK AND
 JX0428'ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0489 ***********************************************************************
 JX0489  DESIGNATION -  J 138
 JX0489  PID         -  JX0489
 JX0489  STATE/COUNTY-  WV/MARSHALL
 JX0489  USGS QUAD   -  POWHATAN POINT (1984)
 JX0489
 JX0489                         *CURRENT SURVEY CONTROL
 JX0489  ___________________________________________________________________
 JX0489* NAD 83(1986)-  39 52 05.     (N)    080 47 10.     (W)     SCALED    
 JX0489* NAVD 88     -       197.024  (meters)     646.40   (feet)  ADJUSTED  
 JX0489  ___________________________________________________________________
 JX0489  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX0489  DYNAMIC HT  -         196.914 (meters)     646.04  (feet)  COMP
 JX0489  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 JX0489
 JX0489  VERT ORDER  -  FIRST     CLASS II
 JX0489
 JX0489.The horizontal coordinates were scaled from a topographic map and have
 JX0489.an estimated accuracy of +/- 6 seconds.
 JX0489
 JX0489.The orthometric height was determined by differential leveling
 JX0489.and adjusted by the National Geodetic Survey in June 1991..
 JX0489
 JX0489.The geoid height was determined by GEOID03.
 JX0489
 JX0489.The dynamic height is computed by dividing the NAVD 88
 JX0489.geopotential number by the normal gravity value computed on the
 JX0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0489.degrees latitude (g = 980.6199 gals.).
 JX0489
 JX0489.The modeled gravity was interpolated from observed gravity values.
 JX0489
 JX0489;                    North         East    Units  Estimated Accuracy
 JX0489;SPC WV N     -   152,670.      489,970.      MT  (+/- 180 meters Scaled)
 JX0489
 JX0489                          SUPERSEDED SURVEY CONTROL
 JX0489
 JX0489  NGVD 29 (??/??/92)  197.142  (m)          646.79   (f) ADJ UNCH    1 2
 JX0489
 JX0489.Superseded values are not recommended for survey control.
 JX0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0489.See file dsdata.txt to determine how the superseded data were derived.
 JX0489
 JX0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE182131(NAD 83)
 JX0489_MARKER: DB = BENCH MARK DISK
 JX0489_SETTING: 66 = SET IN ROCK OUTCROP
 JX0489_SP_SET: ROCK LEDGE
 JX0489_STAMPING: J 138 1957
 JX0489_MARK LOGO: CGS   
 JX0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0489+STABILITY: POSITION/ELEVATION WELL
 JX0489
 JX0489  HISTORY     - Date     Condition        Report By
 JX0489  HISTORY     - 1957     MONUMENTED       CGS
 JX0489  HISTORY     - 1983     GOOD             NGS
 JX0489
 JX0489                          STATION DESCRIPTION
 JX0489
 JX0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0489'5.2 MI N FROM WOODLANDS.
 JX0489'ABOUT 5.25 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0489'FROM THE BRIDGE OVER FISH CREEK AT WOODLANDS, NEAR MILEAGE POLE
 JX0489'NO. 18+1, SET IN THE TOP AND NEAR THE NORTH END OF A LONG LOW
 JX0489'ROCK LEDGE ALONG THE EAST SIDE OF STATE HIGHWAY 2, 31 FEET EAST
 JX0489'OF CENTER LINE OF HIGHWAY, 102 FEET EAST AND ACROSS HIGHWAY FROM
 JX0489'EAST RAIL, 13 1/2 FEET SOUTHEAST OF EAST END OF A 16-INCH PIPE
 JX0489'CULVERT WITH CONCRETE HEAD WALL UNDER HIGHWAY, 1/2 FOOT EAST OF THE
 JX0489'POINT OF AN ARROW CHISELED IN THE WEST FACE OF ROCK LEDGE AND ABOUT
 JX0489'LEVEL WITH HIGHWAY.
 JX0489
 JX0489                          STATION RECOVERY (1983)
 JX0489
 JX0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0489'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE WITH
 JX0489'THE FOLLOWING CORRECTIONS.  DELETE--1/2 FOOT EAST OF THE POINT OF AN
 JX0489'ARROW CHISELED IN THE WEST FACE OF ROCK LEDGE.
 JX0489'THE MARK IS 0.25 METERS  NNE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0644 ***********************************************************************
 JX0644  DESIGNATION -  J 139
 JX0644  PID         -  JX0644
 JX0644  STATE/COUNTY-  WV/TYLER
 JX0644  USGS QUAD   -  PADEN CITY (1994)
 JX0644
 JX0644                         *CURRENT SURVEY CONTROL
 JX0644  ___________________________________________________________________
 JX0644* NAD 83(1986)-  39 32 10.     (N)    080 53 06.     (W)     SCALED    
 JX0644* NAVD 88     -       211.807  (meters)     694.90   (feet)  ADJUSTED  
 JX0644  ___________________________________________________________________
 JX0644  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JX0644  DYNAMIC HT  -         211.683 (meters)     694.50  (feet)  COMP
 JX0644  MODELED GRAV-     980,035.7   (mgal)                       NAVD 88
 JX0644
 JX0644  VERT ORDER  -  SECOND    CLASS 0
 JX0644
 JX0644.The horizontal coordinates were scaled from a topographic map and have
 JX0644.an estimated accuracy of +/- 6 seconds.
 JX0644
 JX0644.The orthometric height was determined by differential leveling
 JX0644.and adjusted by the National Geodetic Survey in June 1991..
 JX0644
 JX0644.The geoid height was determined by GEOID03.
 JX0644
 JX0644.The dynamic height is computed by dividing the NAVD 88
 JX0644.geopotential number by the normal gravity value computed on the
 JX0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0644.degrees latitude (g = 980.6199 gals.).
 JX0644
 JX0644.The modeled gravity was interpolated from observed gravity values.
 JX0644
 JX0644;                    North         East    Units  Estimated Accuracy
 JX0644;SPC WV N     -   115,940.      480,950.      MT  (+/- 180 meters Scaled)
 JX0644
 JX0644                          SUPERSEDED SURVEY CONTROL
 JX0644
 JX0644  NGVD 29 (??/??/92)  211.970  (m)          695.44   (f) ADJ UNCH    2 0
 JX0644
 JX0644.Superseded values are not recommended for survey control.
 JX0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0644.See file dsdata.txt to determine how the superseded data were derived.
 JX0644
 JX0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND098762(NAD 83)
 JX0644_MARKER: DB = BENCH MARK DISK
 JX0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0644_SP_SET: BRIDGE
 JX0644_STAMPING: J 139 1957
 JX0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0644
 JX0644  HISTORY     - Date     Condition        Report By
 JX0644  HISTORY     - 1957     MONUMENTED       CGS
 JX0644  HISTORY     - 1983     GOOD             NGS
 JX0644
 JX0644                          STATION DESCRIPTION
 JX0644
 JX0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0644'0.5 MI E FROM KIDWELL.
 JX0644'ABOUT 0.5 MILE EAST ALONG ELK CREEK ROAD FROM THE CHURCH AND
 JX0644'CEMETERY AT KIDWELL, AT THE JUNCTION OF A SIDE ROAD NORTH, IN THE
 JX0644'TOP OF THE BOTTOM STEP OF THE NORTHWEST WING WALL OF NORTH
 JX0644'ABUTMENT OF A 100-FOOT BRIDGE OVER ELK CREEK, 21 FEET WEST OF
 JX0644'CENTER LINE OF ROAD, 1/2 FOOT SOUTHEAST OF NORTHWEST END OF WING
 JX0644'WALL AND 3 FEET BELOW LEVEL OF ROAD.
 JX0644
 JX0644                          STATION RECOVERY (1983)
 JX0644
 JX0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1842 ***********************************************************************
 HX1842  DESIGNATION -  J 14
 HX1842  PID         -  HX1842
 HX1842  STATE/COUNTY-  WV/NICHOLAS
 HX1842  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1842
 HX1842                         *CURRENT SURVEY CONTROL
 HX1842  ___________________________________________________________________
 HX1842* NAD 83(1986)-  38 13 49.     (N)    081 11 35.     (W)     SCALED    
 HX1842* NAVD 88     -       215.834  (meters)     708.12   (feet)  ADJUSTED  
 HX1842  ___________________________________________________________________
 HX1842  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HX1842  DYNAMIC HT  -         215.682 (meters)     707.62  (feet)  COMP
 HX1842  MODELED GRAV-     979,915.8   (mgal)                       NAVD 88
 HX1842
 HX1842  VERT ORDER  -  SECOND    CLASS 0
 HX1842
 HX1842.The horizontal coordinates were scaled from a topographic map and have
 HX1842.an estimated accuracy of +/- 6 seconds.
 HX1842
 HX1842.The orthometric height was determined by differential leveling
 HX1842.and adjusted by the National Geodetic Survey in June 1991..
 HX1842
 HX1842.The geoid height was determined by GEOID03.
 HX1842
 HX1842.The dynamic height is computed by dividing the NAVD 88
 HX1842.geopotential number by the normal gravity value computed on the
 HX1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1842.degrees latitude (g = 980.6199 gals.).
 HX1842
 HX1842.The modeled gravity was interpolated from observed gravity values.
 HX1842
 HX1842;                    North         East    Units  Estimated Accuracy
 HX1842;SPC WV S     -   136,560.      583,100.      MT  (+/- 180 meters Scaled)
 HX1842
 HX1842                          SUPERSEDED SURVEY CONTROL
 HX1842
 HX1842  NGVD 29 (??/??/92)  216.020  (m)          708.73   (f) ADJ UNCH    2 0
 HX1842
 HX1842.Superseded values are not recommended for survey control.
 HX1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1842.See file dsdata.txt to determine how the superseded data were derived.
 HX1842
 HX1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC831313(NAD 83)
 HX1842_MARKER: DB = BENCH MARK DISK
 HX1842_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1842_SP_SET: ABUTMENT
 HX1842_STAMPING: J 14 1934
 HX1842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1842
 HX1842  HISTORY     - Date     Condition        Report By
 HX1842  HISTORY     - 1934     MONUMENTED       CGS
 HX1842  HISTORY     - 1961     GOOD             NGS
 HX1842
 HX1842                          STATION DESCRIPTION
 HX1842
 HX1842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1842'AT BELVA.
 HX1842'AT BELVA, 0.1 MILE NORTHEAST ALONG STATE HIGHWAY 39 FROM THE
 HX1842'JUNCTION OF STATE HIGHWAY 16 AT BELVA, ON TOP OF THE NORTHEAST
 HX1842'END OF THE NORTHWEST CONCRETE ABUTMENT OF THE CHESAPEAKE AND
 HX1842'OHIO RAILWAY BRIDGE OVER STATE HIGHWAY 39, 7 FEET NORTHEAST OF
 HX1842'THE NORTHEAST RAIL, 1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 HX1842'ABUTMENT AND 1 FOOT BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0329 ***********************************************************************
 JX0329  DESIGNATION -  J 140
 JX0329  PID         -  JX0329
 JX0329  STATE/COUNTY-  WV/TYLER
 JX0329  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0329
 JX0329                         *CURRENT SURVEY CONTROL
 JX0329  ___________________________________________________________________
 JX0329* NAD 83(1986)-  39 28 58.     (N)    080 53 44.     (W)     SCALED    
 JX0329* NAVD 88     -       214.940  (meters)     705.18   (feet)  ADJUSTED  
 JX0329  ___________________________________________________________________
 JX0329  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JX0329  DYNAMIC HT  -         214.810 (meters)     704.76  (feet)  COMP
 JX0329  MODELED GRAV-     980,019.0   (mgal)                       NAVD 88
 JX0329
 JX0329  VERT ORDER  -  SECOND    CLASS 0
 JX0329
 JX0329.The horizontal coordinates were scaled from a topographic map and have
 JX0329.an estimated accuracy of +/- 6 seconds.
 JX0329
 JX0329.The orthometric height was determined by differential leveling
 JX0329.and adjusted by the National Geodetic Survey in June 1991..
 JX0329
 JX0329.The geoid height was determined by GEOID03.
 JX0329
 JX0329.The dynamic height is computed by dividing the NAVD 88
 JX0329.geopotential number by the normal gravity value computed on the
 JX0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0329.degrees latitude (g = 980.6199 gals.).
 JX0329
 JX0329.The modeled gravity was interpolated from observed gravity values.
 JX0329
 JX0329;                    North         East    Units  Estimated Accuracy
 JX0329;SPC WV N     -   110,040.      479,950.      MT  (+/- 180 meters Scaled)
 JX0329
 JX0329                          SUPERSEDED SURVEY CONTROL
 JX0329
 JX0329  NGVD 29 (??/??/92)  215.102  (m)          705.71   (f) ADJ UNCH    2 0
 JX0329
 JX0329.Superseded values are not recommended for survey control.
 JX0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0329.See file dsdata.txt to determine how the superseded data were derived.
 JX0329
 JX0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND089703(NAD 83)
 JX0329_MARKER: DB = BENCH MARK DISK
 JX0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0329_SP_SET: CULVERT
 JX0329_STAMPING: J 140 1957
 JX0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0329
 JX0329  HISTORY     - Date     Condition        Report By
 JX0329  HISTORY     - 1957     MONUMENTED       CGS
 JX0329
 JX0329                          STATION DESCRIPTION
 JX0329
 JX0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0329'0.8 MI SE FROM MIDDLEBOURNE.
 JX0329'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE COURT
 JX0329'HOUSE AT MIDDLEBOURNE, IN THE TOP OF THE WEST CORNER OF ANGLE
 JX0329'SHAPED CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT, 19 FEET
 JX0329'NORTHEAST OF CENTER LINE OF HIGHWAY, 60 FEET NORTHEAST AND ACROSS
 JX0329'HIGHWAY FROM THE SOUTHEAST ONE OF TWO POWER POLES WITH
 JX0329'TRANSFORMERS, AND 1/2 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0305 ***********************************************************************
 JX0305  DESIGNATION -  J 141
 JX0305  PID         -  JX0305
 JX0305  STATE/COUNTY-  WV/TYLER
 JX0305  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0305
 JX0305                         *CURRENT SURVEY CONTROL
 JX0305  ___________________________________________________________________
 JX0305* NAD 83(1986)-  39 22 49.     (N)    080 57 38.     (W)     SCALED    
 JX0305* NAVD 88     -       251.542  (meters)     825.27   (feet)  ADJUSTED  
 JX0305  ___________________________________________________________________
 JX0305  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX0305  DYNAMIC HT  -         251.388 (meters)     824.76  (feet)  COMP
 JX0305  MODELED GRAV-     980,010.6   (mgal)                       NAVD 88
 JX0305
 JX0305  VERT ORDER  -  SECOND    CLASS 0
 JX0305
 JX0305.The horizontal coordinates were scaled from a topographic map and have
 JX0305.an estimated accuracy of +/- 6 seconds.
 JX0305
 JX0305.The orthometric height was determined by differential leveling
 JX0305.and adjusted by the National Geodetic Survey in June 1991..
 JX0305
 JX0305.The geoid height was determined by GEOID03.
 JX0305
 JX0305.The dynamic height is computed by dividing the NAVD 88
 JX0305.geopotential number by the normal gravity value computed on the
 JX0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0305.degrees latitude (g = 980.6199 gals.).
 JX0305
 JX0305.The modeled gravity was interpolated from observed gravity values.
 JX0305
 JX0305;                    North         East    Units  Estimated Accuracy
 JX0305;SPC WV N     -    98,750.      474,170.      MT  (+/- 180 meters Scaled)
 JX0305
 JX0305                          SUPERSEDED SURVEY CONTROL
 JX0305
 JX0305  NGVD 29 (??/??/92)  251.711  (m)          825.82   (f) ADJ UNCH    2 0
 JX0305
 JX0305.Superseded values are not recommended for survey control.
 JX0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0305.See file dsdata.txt to determine how the superseded data were derived.
 JX0305
 JX0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND033589(NAD 83)
 JX0305_MARKER: DB = BENCH MARK DISK
 JX0305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0305_SP_SET: BRIDGE
 JX0305_STAMPING: J 141 1957
 JX0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0305
 JX0305  HISTORY     - Date     Condition        Report By
 JX0305  HISTORY     - 1957     MONUMENTED       CGS
 JX0305
 JX0305                          STATION DESCRIPTION
 JX0305
 JX0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0305'3.5 MI SE FROM WICK.
 JX0305'ABOUT 3.5 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD LEADING
 JX0305'TO MC KIM FROM THE POST OFFICE AT WICK, AT MC KIM, IN THE TOP OF
 JX0305'THE EAST WING WALL OF AN 18-FOOT CONCRETE BRIDGE OVER MC KIM
 JX0305'CREEK, 14 FEET NORTHEAST OF CENTER LINE OF ROAD, 71 FEET WEST
 JX0305'OF WEST CORNER OF A 1-STORY FRAME HOUSE, 67 FEET SOUTHEAST OF
 JX0305'CENTER OF JUNCTION OF A ROAD SOUTHWEST ALONG MC KIM CREEK AND
 JX0305'ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0347 ***********************************************************************
 JX0347  DESIGNATION -  J 142
 JX0347  PID         -  JX0347
 JX0347  STATE/COUNTY-  WV/TYLER
 JX0347  USGS QUAD   -  WEST UNION (1987)
 JX0347
 JX0347                         *CURRENT SURVEY CONTROL
 JX0347  ___________________________________________________________________
 JX0347* NAD 83(1986)-  39 20 51.     (N)    080 49 35.     (W)     SCALED    
 JX0347* NAVD 88     -       240.550  (meters)     789.20   (feet)  ADJUSTED  
 JX0347  ___________________________________________________________________
 JX0347  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JX0347  DYNAMIC HT  -         240.403 (meters)     788.72  (feet)  COMP
 JX0347  MODELED GRAV-     980,009.3   (mgal)                       NAVD 88
 JX0347
 JX0347  VERT ORDER  -  SECOND    CLASS 0
 JX0347
 JX0347.The horizontal coordinates were scaled from a topographic map and have
 JX0347.an estimated accuracy of +/- 6 seconds.
 JX0347
 JX0347.The orthometric height was determined by differential leveling
 JX0347.and adjusted by the National Geodetic Survey in June 1991..
 JX0347
 JX0347.The geoid height was determined by GEOID03.
 JX0347
 JX0347.The dynamic height is computed by dividing the NAVD 88
 JX0347.geopotential number by the normal gravity value computed on the
 JX0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0347.degrees latitude (g = 980.6199 gals.).
 JX0347
 JX0347.The modeled gravity was interpolated from observed gravity values.
 JX0347
 JX0347;                    North         East    Units  Estimated Accuracy
 JX0347;SPC WV N     -    94,930.      485,670.      MT  (+/- 180 meters Scaled)
 JX0347
 JX0347                          SUPERSEDED SURVEY CONTROL
 JX0347
 JX0347  NGVD 29 (??/??/92)  240.714  (m)          789.74   (f) ADJ UNCH    2 0
 JX0347
 JX0347.Superseded values are not recommended for survey control.
 JX0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0347.See file dsdata.txt to determine how the superseded data were derived.
 JX0347
 JX0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND149553(NAD 83)
 JX0347_MARKER: DB = BENCH MARK DISK
 JX0347_SETTING: 66 = SET IN ROCK OUTCROP
 JX0347_SP_SET: CUT
 JX0347_STAMPING: J 142 1957
 JX0347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0347+STABILITY: POSITION/ELEVATION WELL
 JX0347
 JX0347  HISTORY     - Date     Condition        Report By
 JX0347  HISTORY     - 1957     MONUMENTED       CGS
 JX0347
 JX0347                          STATION DESCRIPTION
 JX0347
 JX0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0347'8 MI NW FROM WEST UNION.
 JX0347'ABOUT 8.05 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE
 JX0347'JUNCTION OF U.S. HIGHWAY 50 AT WEST UNION, ABOUT 0.25 MILE
 JX0347'EAST OF JUNCTION OF DEEP VALLEY ROAD LEADING SOUTH, IN THE TOP
 JX0347'OF OUTCROPPING LEDGE OF A ROCK CUT, 24 FEET NORTHWEST OF
 JX0347'CENTER LINE OF HIGHWAY, 6 1/2 FEET NORTHEAST AND 2 FEET BELOW
 JX0347'A 12-INCH TRIANGLE CHISELED IN FACE OF LEDGE, 50 FEET NORTHEAST
 JX0347'OF NORTHWEST END OF A 24-INCH METAL PIPE CULVERT UNDER HIGHWAY
 JX0347'AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3133 ***********************************************************************
 GY3133  DESIGNATION -  J 143 RESET 1970
 GY3133  PID         -  GY3133
 GY3133  STATE/COUNTY-  WV/MINGO
 GY3133  USGS QUAD   -  MYRTLE (1976)
 GY3133
 GY3133                         *CURRENT SURVEY CONTROL
 GY3133  ___________________________________________________________________
 GY3133* NAD 83(1986)-  37 46 26.     (N)    082 12 20.     (W)     SCALED    
 GY3133* NAVD 88     -       213.98   (meters)     702.0    (feet)  RESET     
 GY3133  ___________________________________________________________________
 GY3133  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GY3133
 GY3133  VERT ORDER  -  THIRD
 GY3133
 GY3133.The horizontal coordinates were scaled from a topographic map and have
 GY3133.an estimated accuracy of +/- 6 seconds.
 GY3133
 GY3133.The orthometric height was computed from unverified reset data.
 GY3133.No vertical observational check was made to the station.
 GY3133
 GY3133.The geoid height was determined by GEOID03.
 GY3133
 GY3133;                    North         East    Units  Estimated Accuracy
 GY3133;SPC WV S     -    86,580.      493,800.      MT  (+/- 180 meters Scaled)
 GY3133
 GY3133                          SUPERSEDED SURVEY CONTROL
 GY3133
 GY3133  NGVD 29 (09/25/03)  214.20   (m)          702.8    (f) RESET       3  
 GY3133
 GY3133.Superseded values are not recommended for survey control.
 GY3133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3133.See file dsdata.txt to determine how the superseded data were derived.
 GY3133
 GY3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB938814(NAD 83)
 GY3133_MARKER: DB = BENCH MARK DISK
 GY3133_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GY3133_SP_SET: HANDRAIL
 GY3133_STAMPING: J 143 RESET 1970
 GY3133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3133+STABILITY: SURFACE MOTION
 GY3133
 GY3133  HISTORY     - Date     Condition        Report By
 GY3133  HISTORY     - 1970     MONUMENTED       WVHD
 GY3133
 GY3133                          STATION DESCRIPTION
 GY3133
 GY3133'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1970
 GY3133'2.2 MI EAST FROM BELO.
 GY3133'2.2 MILES EAST ALONG STATE HIGHWAY 65 (PROPOSED U.S. HIGHWAY 119) FROM
 GY3133'THE JUNCTION OF STATE HIGHWAY 65 SOUTH IN BELO, IN THE TOP OF THE
 GY3133'SOUTH HANDRAIL, 2 FEET EAST OF THE WEST END, DIRECTLY ABOVE BRIDGE
 GY3133'NAME PLATE OF NEW CONCRETE BRIDGE OVER TRACE FORK CREEK, APPROXIMATELY
 GY3133'46 FEET SOUTH OF THE CENTERLINE OF HIGHWAY.
 GY3133'THE MARK IS 3 FT ABOVE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0230 ***********************************************************************
 GY0230  DESIGNATION -  J 144
 GY0230  PID         -  GY0230
 GY0230  STATE/COUNTY-  WV/LOGAN
 GY0230  USGS QUAD   -  HOLDEN (1989)
 GY0230
 GY0230                         *CURRENT SURVEY CONTROL
 GY0230  ___________________________________________________________________
 GY0230* NAD 83(1986)-  37 49 52.     (N)    082 02 30.     (W)     SCALED    
 GY0230* NAVD 88     -       214.431  (meters)     703.51   (feet)  ADJUSTED  
 GY0230  ___________________________________________________________________
 GY0230  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GY0230  DYNAMIC HT  -         214.274 (meters)     703.00  (feet)  COMP
 GY0230  MODELED GRAV-     979,892.7   (mgal)                       NAVD 88
 GY0230
 GY0230  VERT ORDER  -  SECOND    CLASS 0
 GY0230
 GY0230.The horizontal coordinates were scaled from a topographic map and have
 GY0230.an estimated accuracy of +/- 6 seconds.
 GY0230
 GY0230.The orthometric height was determined by differential leveling
 GY0230.and adjusted by the National Geodetic Survey in June 1991..
 GY0230
 GY0230.The geoid height was determined by GEOID03.
 GY0230
 GY0230.The dynamic height is computed by dividing the NAVD 88
 GY0230.geopotential number by the normal gravity value computed on the
 GY0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0230.degrees latitude (g = 980.6199 gals.).
 GY0230
 GY0230.The modeled gravity was interpolated from observed gravity values.
 GY0230
 GY0230;                    North         East    Units  Estimated Accuracy
 GY0230;SPC WV S     -    92,760.      508,310.      MT  (+/- 180 meters Scaled)
 GY0230
 GY0230                          SUPERSEDED SURVEY CONTROL
 GY0230
 GY0230  NGVD 29 (??/??/92)  214.649  (m)          704.23   (f) ADJ UNCH    2 0
 GY0230
 GY0230.Superseded values are not recommended for survey control.
 GY0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0230.See file dsdata.txt to determine how the superseded data were derived.
 GY0230
 GY0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB083875(NAD 83)
 GY0230_MARKER: DB = BENCH MARK DISK
 GY0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0230_SP_SET: BRIDGE
 GY0230_STAMPING: J 144 1957
 GY0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0230
 GY0230  HISTORY     - Date     Condition        Report By
 GY0230  HISTORY     - 1957     MONUMENTED       CGS
 GY0230
 GY0230                          STATION DESCRIPTION
 GY0230
 GY0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0230'1.3 MI E FROM HOLDEN.
 GY0230'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 65 FROM CENTRAL SCHOOL
 GY0230'AT HOLDEN, ABOUT 0.1 MILE SOUTHEAST OF DUNBAR COMMUNITY CENTER,
 GY0230'IN THE TOP OF THE SOUTHWEST END OF NORTHWEST HEAD WALL OF A
 GY0230'30-FOOT CONCRETE BRIDGE OVER ALDRICH BRANCH, 18 FEET NORTHWEST
 GY0230'OF CENTER LINE OF HIGHWAY, 37 FEET EAST OF EAST CORNER OF PARKWAY
 GY0230'SHOPPE OF ISLAND CREEK STORES, 2 FEET NORTHEAST OF SOUTHWEST END
 GY0230'OF HEAD WALL AND 3/4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0201 ***********************************************************************
 GY0201  DESIGNATION -  J 145
 GY0201  PID         -  GY0201
 GY0201  STATE/COUNTY-  WV/MINGO
 GY0201  USGS QUAD   -  MYRTLE (1976)
 GY0201
 GY0201                         *CURRENT SURVEY CONTROL
 GY0201  ___________________________________________________________________
 GY0201* NAD 83(1986)-  37 52 27.     (N)    082 08 15.     (W)     SCALED    
 GY0201* NAVD 88     -       377.987  (meters)    1240.11   (feet)  ADJUSTED  
 GY0201  ___________________________________________________________________
 GY0201  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GY0201  DYNAMIC HT  -         377.709 (meters)    1239.20  (feet)  COMP
 GY0201  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 GY0201
 GY0201  VERT ORDER  -  SECOND    CLASS 0
 GY0201
 GY0201.The horizontal coordinates were scaled from a topographic map and have
 GY0201.an estimated accuracy of +/- 6 seconds.
 GY0201
 GY0201.The orthometric height was determined by differential leveling
 GY0201.and adjusted by the National Geodetic Survey in June 1991..
 GY0201
 GY0201.The geoid height was determined by GEOID03.
 GY0201
 GY0201.The dynamic height is computed by dividing the NAVD 88
 GY0201.geopotential number by the normal gravity value computed on the
 GY0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0201.degrees latitude (g = 980.6199 gals.).
 GY0201
 GY0201.The modeled gravity was interpolated from observed gravity values.
 GY0201
 GY0201;                    North         East    Units  Estimated Accuracy
 GY0201;SPC WV S     -    97,640.      499,930.      MT  (+/- 180 meters Scaled)
 GY0201
 GY0201                          SUPERSEDED SURVEY CONTROL
 GY0201
 GY0201  NGVD 29 (??/??/92)  378.202  (m)         1240.82   (f) ADJ UNCH    2 0
 GY0201
 GY0201.Superseded values are not recommended for survey control.
 GY0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0201.See file dsdata.txt to determine how the superseded data were derived.
 GY0201
 GY0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB999924(NAD 83)
 GY0201_MARKER: DB = BENCH MARK DISK
 GY0201_SETTING: 66 = SET IN ROCK OUTCROP
 GY0201_SP_SET: ROCK CUT
 GY0201_STAMPING: J 145 1957
 GY0201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0201+STABILITY: POSITION/ELEVATION WELL
 GY0201
 GY0201  HISTORY     - Date     Condition        Report By
 GY0201  HISTORY     - 1957     MONUMENTED       CGS
 GY0201
 GY0201                          STATION DESCRIPTION
 GY0201
 GY0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0201'3.2 MI E FROM DINGESS.
 GY0201'ABOUT 3.2 MILES EAST ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 GY0201'DINGESS, ON THE NORTHWEST SLOPE OF A GRADE, AT A SMALL CONCRETE
 GY0201'BLOCK STORE BUILDING, IN THE TOP OF A NARROW LEDGE ON THE SOUTHWEST
 GY0201'FACE OF A ROCK CUT, 22 FEET NORTHEAST OF CENTER LINE OF ROAD,
 GY0201'49 FEET NORTH AND ACROSS ROAD FROM THE NORTH CORNER OF STORE,
 GY0201'1/2 FOOT ABOVE A 6-INCH TRIANGLE CHISELED IN FACE OF ROCK AND
 GY0201'ABOUT 5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0972 ***********************************************************************
 HY0972  DESIGNATION -  J 146
 HY0972  PID         -  HY0972
 HY0972  STATE/COUNTY-  WV/WAYNE
 HY0972  USGS QUAD   -  PRICHARD (1989)
 HY0972
 HY0972                         *CURRENT SURVEY CONTROL
 HY0972  ___________________________________________________________________
 HY0972* NAD 83(1986)-  38 09 17.     (N)    082 31 16.     (W)     SCALED    
 HY0972* NAVD 88     -       215.387  (meters)     706.65   (feet)  ADJUSTED  
 HY0972  ___________________________________________________________________
 HY0972  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HY0972  DYNAMIC HT  -         215.236 (meters)     706.15  (feet)  COMP
 HY0972  MODELED GRAV-     979,926.3   (mgal)                       NAVD 88
 HY0972
 HY0972  VERT ORDER  -  SECOND    CLASS 0
 HY0972
 HY0972.The horizontal coordinates were scaled from a topographic map and have
 HY0972.an estimated accuracy of +/- 6 seconds.
 HY0972
 HY0972.The orthometric height was determined by differential leveling
 HY0972.and adjusted by the National Geodetic Survey in June 1991..
 HY0972
 HY0972.The geoid height was determined by GEOID03.
 HY0972
 HY0972.The dynamic height is computed by dividing the NAVD 88
 HY0972.geopotential number by the normal gravity value computed on the
 HY0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0972.degrees latitude (g = 980.6199 gals.).
 HY0972
 HY0972.The modeled gravity was interpolated from observed gravity values.
 HY0972
 HY0972;                    North         East    Units  Estimated Accuracy
 HY0972;SPC WV S     -   129,260.      466,690.      MT  (+/- 180 meters Scaled)
 HY0972
 HY0972                          SUPERSEDED SURVEY CONTROL
 HY0972
 HY0972  NGVD 29 (??/??/92)  215.602  (m)          707.35   (f) ADJ UNCH    2 0
 HY0972
 HY0972.Superseded values are not recommended for survey control.
 HY0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0972.See file dsdata.txt to determine how the superseded data were derived.
 HY0972
 HY0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC667240(NAD 83)
 HY0972_MARKER: DB = BENCH MARK DISK
 HY0972_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0972_SP_SET: BRIDGE GUARD RAIL BASE
 HY0972_STAMPING: J 146 1957
 HY0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0972
 HY0972  HISTORY     - Date     Condition        Report By
 HY0972  HISTORY     - 1957     MONUMENTED       CGS
 HY0972
 HY0972                          STATION DESCRIPTION
 HY0972
 HY0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0972'6.9 MI NE FROM FORT GAY.
 HY0972'ABOUT 6.9 MILES NORTHEAST ALONG STATE HIGHWAY 37 FROM THE SCHOOL
 HY0972'AT FORT GAY, ABOUT 80 YARDS NORTHEAST OF JUNCTION OF A DIRT
 HY0972'ROAD LEADING NORTHWEST, IN THE TOP OF THE SOUTHWEST END OF THE
 HY0972'CONCRETE BASE OF THE NORTHWEST GUARD RAIL OF A 12-FOOT CONCRETE
 HY0972'BRIDGE OVER HENRY FERGUSON BRANCH, 12 1/2 FEET NORTHWEST OF
 HY0972'CENTER LINE OF HIGHWAY, 1/2 FOOT NORTHEAST OF SOUTHWEST END OF
 HY0972'BASE AND 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0674 ***********************************************************************
 HY0674  DESIGNATION -  J 147
 HY0674  PID         -  HY0674
 HY0674  STATE/COUNTY-  WV/WAYNE
 HY0674  USGS QUAD   -  KIAHSVILLE (1975)
 HY0674
 HY0674                         *CURRENT SURVEY CONTROL
 HY0674  ___________________________________________________________________
 HY0674* NAD 83(1986)-  38 06 35.     (N)    082 21 51.     (W)     SCALED    
 HY0674* NAVD 88     -       197.074  (meters)     646.57   (feet)  ADJUSTED  
 HY0674  ___________________________________________________________________
 HY0674  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HY0674  DYNAMIC HT  -         196.932 (meters)     646.10  (feet)  COMP
 HY0674  MODELED GRAV-     979,907.6   (mgal)                       NAVD 88
 HY0674
 HY0674  VERT ORDER  -  SECOND    CLASS 0
 HY0674
 HY0674.The horizontal coordinates were scaled from a topographic map and have
 HY0674.an estimated accuracy of +/- 6 seconds.
 HY0674
 HY0674.The orthometric height was determined by differential leveling
 HY0674.and adjusted by the National Geodetic Survey in June 1991..
 HY0674
 HY0674.The geoid height was determined by GEOID03.
 HY0674
 HY0674.The dynamic height is computed by dividing the NAVD 88
 HY0674.geopotential number by the normal gravity value computed on the
 HY0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0674.degrees latitude (g = 980.6199 gals.).
 HY0674
 HY0674.The modeled gravity was interpolated from observed gravity values.
 HY0674
 HY0674;                    North         East    Units  Estimated Accuracy
 HY0674;SPC WV S     -   124,050.      480,370.      MT  (+/- 180 meters Scaled)
 HY0674
 HY0674                          SUPERSEDED SURVEY CONTROL
 HY0674
 HY0674  NGVD 29 (??/??/92)  197.285  (m)          647.26   (f) ADJ UNCH    2 0
 HY0674
 HY0674.Superseded values are not recommended for survey control.
 HY0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0674.See file dsdata.txt to determine how the superseded data were derived.
 HY0674
 HY0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC804188(NAD 83)
 HY0674_MARKER: DB = BENCH MARK DISK
 HY0674_SETTING: 66 = SET IN ROCK OUTCROP
 HY0674_SP_SET: ROCK CUT
 HY0674_STAMPING: J 147 1957
 HY0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0674+STABILITY: POSITION/ELEVATION WELL
 HY0674
 HY0674  HISTORY     - Date     Condition        Report By
 HY0674  HISTORY     - 1957     MONUMENTED       CGS
 HY0674
 HY0674                          STATION DESCRIPTION
 HY0674
 HY0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0674'2.5 MI SE FROM STILTNER.
 HY0674'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE BRIDGE
 HY0674'OVER EAST FORK OF TWELVEPOLE CREEK AT STILTNER, 0.95 MILE SOUTHEAST
 HY0674'OF A 50-FOOT BRIDGE OVER LICK CREEK, ON THE OUTSIDE AND AT THE
 HY0674'SOUTHEAST END OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND
 HY0674'WEST, SET VERTICALLY IN THE SOUTHWEST FACE OF A 10-FOOT LONG
 HY0674'AND 4-FOOT HIGH ROCK IN A CUT, 19 FEET NORTHEAST OF CENTER LINE
 HY0674'OF HIGHWAY, 150 FEET SOUTHEAST OF NORTHEAST END OF A PIPE
 HY0674'CULVERT WHICH IS NEAR CENTER OF A RAVINE AT THE NORTHWEST END
 HY0674'OF CUT, ABOUT 2 FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL
 HY0674'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0693 ***********************************************************************
 HY0693  DESIGNATION -  J 148
 HY0693  PID         -  HY0693
 HY0693  STATE/COUNTY-  WV/LINCOLN
 HY0693  USGS QUAD   -  BRANCHLAND (1987)
 HY0693
 HY0693                         *CURRENT SURVEY CONTROL
 HY0693  ___________________________________________________________________
 HY0693* NAD 83(1986)-  38 13 08.     (N)    082 12 40.     (W)     SCALED    
 HY0693* NAVD 88     -       178.202  (meters)     584.65   (feet)  ADJUSTED  
 HY0693  ___________________________________________________________________
 HY0693  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HY0693  DYNAMIC HT  -         178.075 (meters)     584.23  (feet)  COMP
 HY0693  MODELED GRAV-     979,915.6   (mgal)                       NAVD 88
 HY0693
 HY0693  VERT ORDER  -  SECOND    CLASS 0
 HY0693
 HY0693.The horizontal coordinates were scaled from a topographic map and have
 HY0693.an estimated accuracy of +/- 6 seconds.
 HY0693
 HY0693.The orthometric height was determined by differential leveling
 HY0693.and adjusted by the National Geodetic Survey in June 1991..
 HY0693
 HY0693.The geoid height was determined by GEOID03.
 HY0693
 HY0693.The dynamic height is computed by dividing the NAVD 88
 HY0693.geopotential number by the normal gravity value computed on the
 HY0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0693.degrees latitude (g = 980.6199 gals.).
 HY0693
 HY0693.The modeled gravity was interpolated from observed gravity values.
 HY0693
 HY0693;                    North         East    Units  Estimated Accuracy
 HY0693;SPC WV S     -   135,980.      493,950.      MT  (+/- 180 meters Scaled)
 HY0693
 HY0693                          SUPERSEDED SURVEY CONTROL
 HY0693
 HY0693  NGVD 29 (??/??/92)  178.406  (m)          585.32   (f) ADJ UNCH    2 0
 HY0693
 HY0693.Superseded values are not recommended for survey control.
 HY0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0693.See file dsdata.txt to determine how the superseded data were derived.
 HY0693
 HY0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC939307(NAD 83)
 HY0693_MARKER: DB = BENCH MARK DISK
 HY0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0693_SP_SET: CULVERT
 HY0693_STAMPING: J 148 1957
 HY0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0693
 HY0693  HISTORY     - Date     Condition        Report By
 HY0693  HISTORY     - 1957     MONUMENTED       CGS
 HY0693
 HY0693                          STATION DESCRIPTION
 HY0693
 HY0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0693'0.5 MI W FROM BRANCHLAND.
 HY0693'ABOUT 0.5 MILE WEST ALONG A BLACK-TOP ROAD FROM THE POST OFFICE
 HY0693'AT BRANCHLAND, ABOUT 0.35 MILE WEST OF THE GRADE SCHOOL, 0.65
 HY0693'MILE NORTHEAST OF A 30-FOOT BRIDGE OVER TRACK FORK, ON THE
 HY0693'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING EAST AND SOUTH, NEAR
 HY0693'A ONE-STORY WHITE FRAME HOUSE, IN THE TOP OF THE NORTHEAST
 HY0693'END OF NORTHWEST HEAD WALL OF A 6-FOOT STONE CULVERT, 16 FEET
 HY0693'NORTHWEST OF CENTER LINE OF ROAD, 92 FEET SOUTHWEST OF CENTER
 HY0693'LINE OF DRIVE TO HOUSE, 1 FOOT SOUTHWEST OF A NORTHEAST END OF
 HY0693'HEAD WALL AND ABOUT 2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0719 ***********************************************************************
 HY0719  DESIGNATION -  J 149
 HY0719  PID         -  HY0719
 HY0719  STATE/COUNTY-  WV/WAYNE
 HY0719  USGS QUAD   -  RADNOR (1989)
 HY0719
 HY0719                         *CURRENT SURVEY CONTROL
 HY0719  ___________________________________________________________________
 HY0719* NAD 83(1986)-  38 05 14.     (N)    082 28 15.     (W)     SCALED    
 HY0719* NAVD 88     -       202.639  (meters)     664.82   (feet)  ADJUSTED  
 HY0719  ___________________________________________________________________
 HY0719  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HY0719  DYNAMIC HT  -         202.496 (meters)     664.36  (feet)  COMP
 HY0719  MODELED GRAV-     979,916.5   (mgal)                       NAVD 88
 HY0719
 HY0719  VERT ORDER  -  SECOND    CLASS 0
 HY0719
 HY0719.The horizontal coordinates were scaled from a topographic map and have
 HY0719.an estimated accuracy of +/- 6 seconds.
 HY0719
 HY0719.The orthometric height was determined by differential leveling
 HY0719.and adjusted by the National Geodetic Survey in June 1991..
 HY0719
 HY0719.The geoid height was determined by GEOID03.
 HY0719
 HY0719.The dynamic height is computed by dividing the NAVD 88
 HY0719.geopotential number by the normal gravity value computed on the
 HY0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0719.degrees latitude (g = 980.6199 gals.).
 HY0719
 HY0719.The modeled gravity was interpolated from observed gravity values.
 HY0719
 HY0719;                    North         East    Units  Estimated Accuracy
 HY0719;SPC WV S     -   121,690.      470,980.      MT  (+/- 180 meters Scaled)
 HY0719
 HY0719                          SUPERSEDED SURVEY CONTROL
 HY0719
 HY0719  NGVD 29 (??/??/92)  202.854  (m)          665.53   (f) ADJ UNCH    2 0
 HY0719
 HY0719.Superseded values are not recommended for survey control.
 HY0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0719.See file dsdata.txt to determine how the superseded data were derived.
 HY0719
 HY0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC710165(NAD 83)
 HY0719_MARKER: DB = BENCH MARK DISK
 HY0719_SETTING: 66 = SET IN ROCK OUTCROP
 HY0719_SP_SET: ROCK CUT
 HY0719_STAMPING: J 149 1957
 HY0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0719+STABILITY: POSITION/ELEVATION WELL
 HY0719
 HY0719  HISTORY     - Date     Condition        Report By
 HY0719  HISTORY     - 1957     MONUMENTED       CGS
 HY0719
 HY0719                          STATION DESCRIPTION
 HY0719
 HY0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0719'3.6 MI S FROM GENOA.
 HY0719'ABOUT 3.6 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0719'GENOA, ABOUT 106 YARDS SOUTHEAST OF THE CENTER OF A SHARP CURVE
 HY0719'IN HIGHWAY WITH TANGENTS EXTENDING SOUTHEAST AND NORTHEAST, SET
 HY0719'VERTICALLY IN THE SOUTHWEST FACE OF A LONG ROCK CUT AT A POINT
 HY0719'ROCK CUT IS ABOUT 10 FEET HIGH, 19 FEET NORTHEAST OF CENTER
 HY0719'LINE OF HIGHWAY, 54 FEET NORTHWEST OF SOUTHEAST END OF ROCK
 HY0719'PART OF CUT AND 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0043 ***********************************************************************
 HX0043  DESIGNATION -  J 15
 HX0043  PID         -  HX0043
 HX0043  STATE/COUNTY-  WV/RANDOLPH
 HX0043  USGS QUAD   -  VALLEY HEAD (1995)
 HX0043
 HX0043                         *CURRENT SURVEY CONTROL
 HX0043  ___________________________________________________________________
 HX0043* NAD 83(1986)-  38 33 02.     (N)    080 05 11.     (W)     SCALED    
 HX0043* NAVD 88     -       946.238  (meters)    3104.45   (feet)  ADJUSTED  
 HX0043  ___________________________________________________________________
 HX0043  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HX0043  DYNAMIC HT  -         945.470 (meters)    3101.93  (feet)  COMP
 HX0043  MODELED GRAV-     979,784.7   (mgal)                       NAVD 88
 HX0043
 HX0043  VERT ORDER  -  SECOND    CLASS 0
 HX0043
 HX0043.The horizontal coordinates were scaled from a topographic map and have
 HX0043.an estimated accuracy of +/- 6 seconds.
 HX0043
 HX0043.The orthometric height was determined by differential leveling
 HX0043.and adjusted by the National Geodetic Survey in June 1991..
 HX0043
 HX0043.The geoid height was determined by GEOID03.
 HX0043
 HX0043.The dynamic height is computed by dividing the NAVD 88
 HX0043.geopotential number by the normal gravity value computed on the
 HX0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0043.degrees latitude (g = 980.6199 gals.).
 HX0043
 HX0043.The modeled gravity was interpolated from observed gravity values.
 HX0043
 HX0043;                    North         East    Units  Estimated Accuracy
 HX0043;SPC WV S     -   172,490.      679,640.      MT  (+/- 180 meters Scaled)
 HX0043
 HX0043                          SUPERSEDED SURVEY CONTROL
 HX0043
 HX0043  NGVD 29 (??/??/92)  946.349  (m)         3104.81   (f) ADJ UNCH    2 0
 HX0043
 HX0043.Superseded values are not recommended for survey control.
 HX0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0043.See file dsdata.txt to determine how the superseded data were derived.
 HX0043
 HX0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC796672(NAD 83)
 HX0043_MARKER: DB = BENCH MARK DISK
 HX0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0043_STAMPING: J 15 1934
 HX0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0043+STABILITY: SURFACE MOTION
 HX0043
 HX0043  HISTORY     - Date     Condition        Report By
 HX0043  HISTORY     - 1934     MONUMENTED       CGS
 HX0043  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0043
 HX0043                          STATION DESCRIPTION
 HX0043
 HX0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0043'4.3 MI W FROM VALLEY HEAD.
 HX0043'4.3 MILES WEST ALONG STATE HIGHWAY 15 FROM THE CROSSROADS AT
 HX0043'VALLEY HEAD, ON THE OUTSIDE OF A SHARP CURVE, 15 YARDS NORTH OF
 HX0043'THE CENTERLINE OF THE HIGHWAY, 10 YARDS NORTHEAST OF THE NORTH
 HX0043'END OF A CONCRETE CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 HX0043'A STANDARD DISK, STAMPED J 15 1934 AND SET IN THE TOP OF A
 HX0043'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0731 ***********************************************************************
 HY0731  DESIGNATION -  J 150
 HY0731  PID         -  HY0731
 HY0731  STATE/COUNTY-  WV/WAYNE
 HY0731  USGS QUAD   -  RADNOR (1989)
 HY0731
 HY0731                         *CURRENT SURVEY CONTROL
 HY0731  ___________________________________________________________________
 HY0731* NAD 83(1986)-  38 02 07.     (N)    082 28 54.     (W)     SCALED    
 HY0731* NAVD 88     -       244.635  (meters)     802.61   (feet)  ADJUSTED  
 HY0731  ___________________________________________________________________
 HY0731  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HY0731  DYNAMIC HT  -         244.461 (meters)     802.04  (feet)  COMP
 HY0731  MODELED GRAV-     979,912.8   (mgal)                       NAVD 88
 HY0731
 HY0731  VERT ORDER  -  SECOND    CLASS 0
 HY0731
 HY0731.The horizontal coordinates were scaled from a topographic map and have
 HY0731.an estimated accuracy of +/- 6 seconds.
 HY0731
 HY0731.The orthometric height was determined by differential leveling
 HY0731.and adjusted by the National Geodetic Survey in June 1991..
 HY0731
 HY0731.The geoid height was determined by GEOID03.
 HY0731
 HY0731.The dynamic height is computed by dividing the NAVD 88
 HY0731.geopotential number by the normal gravity value computed on the
 HY0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0731.degrees latitude (g = 980.6199 gals.).
 HY0731
 HY0731.The modeled gravity was interpolated from observed gravity values.
 HY0731
 HY0731;                    North         East    Units  Estimated Accuracy
 HY0731;SPC WV S     -   115,940.      469,940.      MT  (+/- 180 meters Scaled)
 HY0731
 HY0731                          SUPERSEDED SURVEY CONTROL
 HY0731
 HY0731  NGVD 29 (??/??/92)  244.857  (m)          803.34   (f) ADJ UNCH    2 0
 HY0731
 HY0731.Superseded values are not recommended for survey control.
 HY0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0731.See file dsdata.txt to determine how the superseded data were derived.
 HY0731
 HY0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC699107(NAD 83)
 HY0731_MARKER: DB = BENCH MARK DISK
 HY0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0731_STAMPING: J 150 1957
 HY0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0731+STABILITY: SURFACE MOTION
 HY0731
 HY0731  HISTORY     - Date     Condition        Report By
 HY0731  HISTORY     - 1957     MONUMENTED       CGS
 HY0731
 HY0731                          STATION DESCRIPTION
 HY0731
 HY0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0731'3.8 MI NE FROM GLENHAYES.
 HY0731'ABOUT 2.95 MILES SOUTHEAST AND NORTHEAST ALONG A GRAVEL AND DIRT
 HY0731'ROAD FOLLOWING LOST CREEK FROM THE SCHOOL AT GLENHAYES, THENCE
 HY0731'ABOUT 0.9 MILE NORTH ALONG A ROUGH ROAD LEADING OVER GAP INTO
 HY0731'MILL CREEK, ABOUT 0.3 MILE SOUTH OF A DIM CROSS ROAD AND TOP OF
 HY0731'GAP, ON THE SOUTH SLOPE OF STEEP GRADE, SET VERTICALLY IN THE
 HY0731'NORTHWEST FACE OF A 3-CORNERED BOULDER ABOUT 8 FEET HIGH AND
 HY0731'ABOUT 15 FEET ON EACH SIDE, 12 FEET EAST OF CENTER LINE OF ROAD,
 HY0731'2 1/2 FEET ABOVE GROUND AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2186 ***********************************************************************
 HX2186  DESIGNATION -  J 151
 HX2186  PID         -  HX2186
 HX2186  STATE/COUNTY-  WV/LINCOLN
 HX2186  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2186
 HX2186                         *CURRENT SURVEY CONTROL
 HX2186  ___________________________________________________________________
 HX2186* NAD 83(1986)-  38 11 10.     (N)    081 56 10.     (W)     SCALED    
 HX2186* NAVD 88     -       311.472  (meters)    1021.89   (feet)  ADJUSTED  
 HX2186  ___________________________________________________________________
 HX2186  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HX2186  DYNAMIC HT  -         311.250 (meters)    1021.16  (feet)  COMP
 HX2186  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 HX2186
 HX2186  VERT ORDER  -  SECOND    CLASS 0
 HX2186
 HX2186.The horizontal coordinates were scaled from a topographic map and have
 HX2186.an estimated accuracy of +/- 6 seconds.
 HX2186
 HX2186.The orthometric height was determined by differential leveling
 HX2186.and adjusted by the National Geodetic Survey in June 1991..
 HX2186
 HX2186.The geoid height was determined by GEOID03.
 HX2186
 HX2186.The dynamic height is computed by dividing the NAVD 88
 HX2186.geopotential number by the normal gravity value computed on the
 HX2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2186.degrees latitude (g = 980.6199 gals.).
 HX2186
 HX2186.The modeled gravity was interpolated from observed gravity values.
 HX2186
 HX2186;                    North         East    Units  Estimated Accuracy
 HX2186;SPC WV S     -   132,060.      518,000.      MT  (+/- 180 meters Scaled)
 HX2186
 HX2186                          SUPERSEDED SURVEY CONTROL
 HX2186
 HX2186  NGVD 29 (??/??/92)  311.684  (m)         1022.58   (f) ADJ UNCH    2 0
 HX2186
 HX2186.Superseded values are not recommended for survey control.
 HX2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2186.See file dsdata.txt to determine how the superseded data were derived.
 HX2186
 HX2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC180268(NAD 83)
 HX2186_MARKER: DB = BENCH MARK DISK
 HX2186_SETTING: 66 = SET IN ROCK OUTCROP
 HX2186_SP_SET: ROCK CUT
 HX2186_STAMPING: J 151 1957
 HX2186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2186+STABILITY: POSITION/ELEVATION WELL
 HX2186
 HX2186  HISTORY     - Date     Condition        Report By
 HX2186  HISTORY     - 1957     MONUMENTED       CGS
 HX2186
 HX2186                          STATION DESCRIPTION
 HX2186
 HX2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2186'0.3 MI NW FROM JULIAN.
 HX2186'ABOUT 6.35 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST
 HX2186'OFFICE AT JULIAN, 5.75 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM
 HX2186'THE HIGH SCHOOL AT GRIFFITHSVILLE, 163 YARDS NORTHWEST OF THE TOP
 HX2186'OF THE GRADE, 50 YARDS NORTH OF THE EAST END OF 15-INCH PIPE
 HX2186'CULVERT WITH CONCRETE HEADWALL, 60 YARDS NORTH OF JUNCTION OF
 HX2186'TRAIL LEADING EAST AND UPHILL TO HOUSE, 27 FEET EAST OF THE CENTER
 HX2186'LINE OF THE ROAD, SET VERTICALLY IN THE WEST FACE OF ROCK IN
 HX2186'CUT, ABOUT 6 FEET ABOVE THE BOTTOM OF THE DITCH AND ABOUT 4 FEET
 HX2186'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0605 ***********************************************************************
 HY0605  DESIGNATION -  J 152
 HY0605  PID         -  HY0605
 HY0605  STATE/COUNTY-  WV/LINCOLN
 HY0605  USGS QUAD   -  HAGER (1962)
 HY0605
 HY0605                         *CURRENT SURVEY CONTROL
 HY0605  ___________________________________________________________________
 HY0605* NAD 83(1986)-  38 13 26.     (N)    082 07 03.     (W)     SCALED    
 HY0605* NAVD 88     -       211.352  (meters)     693.41   (feet)  ADJUSTED  
 HY0605  ___________________________________________________________________
 HY0605  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HY0605  DYNAMIC HT  -         211.202 (meters)     692.92  (feet)  COMP
 HY0605  MODELED GRAV-     979,916.3   (mgal)                       NAVD 88
 HY0605
 HY0605  VERT ORDER  -  SECOND    CLASS 0
 HY0605
 HY0605.The horizontal coordinates were scaled from a topographic map and have
 HY0605.an estimated accuracy of +/- 6 seconds.
 HY0605
 HY0605.The orthometric height was determined by differential leveling
 HY0605.and adjusted by the National Geodetic Survey in June 1991..
 HY0605
 HY0605.The geoid height was determined by GEOID03.
 HY0605
 HY0605.The dynamic height is computed by dividing the NAVD 88
 HY0605.geopotential number by the normal gravity value computed on the
 HY0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0605.degrees latitude (g = 980.6199 gals.).
 HY0605
 HY0605.The modeled gravity was interpolated from observed gravity values.
 HY0605
 HY0605;                    North         East    Units  Estimated Accuracy
 HY0605;SPC WV S     -   136,430.      502,160.      MT  (+/- 180 meters Scaled)
 HY0605
 HY0605                          SUPERSEDED SURVEY CONTROL
 HY0605
 HY0605  NGVD 29 (??/??/92)  211.558  (m)          694.09   (f) ADJ UNCH    2 0
 HY0605
 HY0605.Superseded values are not recommended for survey control.
 HY0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0605.See file dsdata.txt to determine how the superseded data were derived.
 HY0605
 HY0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC021312(NAD 83)
 HY0605_MARKER: DB = BENCH MARK DISK
 HY0605_SETTING: 66 = SET IN ROCK OUTCROP
 HY0605_SP_SET: ROCK CUT
 HY0605_STAMPING: J 152 1957
 HY0605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0605+STABILITY: POSITION/ELEVATION WELL
 HY0605
 HY0605  HISTORY     - Date     Condition        Report By
 HY0605  HISTORY     - 1957     MONUMENTED       CGS
 HY0605
 HY0605                          STATION DESCRIPTION
 HY0605
 HY0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0605'0.4 MI N FROM MYRA.
 HY0605'ABOUT 0.4 MILE NORTH ALONG BLACK-TOP ROAD FROM THE POST OFFICE
 HY0605'AND STORE AT MYRA, 0.35 MILE NORTH OF THE WEST END OF STEEL BRIDGE
 HY0605'ACROSS MUD CREEK, 218 YARDS EAST OF THE JUNCTION OF ROAD LEADING
 HY0605'SOUTH, 13 FEET SOUTHWEST OF THE NORTHEAST END OF CUT, 26 FEET
 HY0605'SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN
 HY0605'THE NORTHWEST FACE OF A SOLID 7-FOOT HIGH ROCK AT THE NORTHEAST
 HY0605'END OF A CUT, ABOUT 1-FOOT ABOVE THE LEVEL OF THE GROUND AND 5 1/2
 HY0605'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0546 ***********************************************************************
 HY0546  DESIGNATION -  J 153
 HY0546  PID         -  HY0546
 HY0546  STATE/COUNTY-  WV/LINCOLN
 HY0546  USGS QUAD   -  HAGER (1962)
 HY0546
 HY0546                         *CURRENT SURVEY CONTROL
 HY0546  ___________________________________________________________________
 HY0546* NAD 83(1986)-  38 07 42.     (N)    082 00 13.     (W)     SCALED    
 HY0546* NAVD 88     -       250.173  (meters)     820.78   (feet)  ADJUSTED  
 HY0546  ___________________________________________________________________
 HY0546  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HY0546  DYNAMIC HT  -         249.994 (meters)     820.19  (feet)  COMP
 HY0546  MODELED GRAV-     979,904.6   (mgal)                       NAVD 88
 HY0546
 HY0546  VERT ORDER  -  SECOND    CLASS 0
 HY0546
 HY0546.The horizontal coordinates were scaled from a topographic map and have
 HY0546.an estimated accuracy of +/- 6 seconds.
 HY0546
 HY0546.The orthometric height was determined by differential leveling
 HY0546.and adjusted by the National Geodetic Survey in June 1991..
 HY0546
 HY0546.The geoid height was determined by GEOID03.
 HY0546
 HY0546.The dynamic height is computed by dividing the NAVD 88
 HY0546.geopotential number by the normal gravity value computed on the
 HY0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0546.degrees latitude (g = 980.6199 gals.).
 HY0546
 HY0546.The modeled gravity was interpolated from observed gravity values.
 HY0546
 HY0546;                    North         East    Units  Estimated Accuracy
 HY0546;SPC WV S     -   125,710.      512,010.      MT  (+/- 180 meters Scaled)
 HY0546
 HY0546                          SUPERSEDED SURVEY CONTROL
 HY0546
 HY0546  NGVD 29 (??/??/92)  250.385  (m)          821.47   (f) ADJ UNCH    2 0
 HY0546
 HY0546.Superseded values are not recommended for survey control.
 HY0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0546.See file dsdata.txt to determine how the superseded data were derived.
 HY0546
 HY0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC120205(NAD 83)
 HY0546_MARKER: DB = BENCH MARK DISK
 HY0546_SETTING: 66 = SET IN ROCK OUTCROP
 HY0546_SP_SET: ROCK CUT
 HY0546_STAMPING: J 153 1957
 HY0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0546+STABILITY: POSITION/ELEVATION WELL
 HY0546
 HY0546  HISTORY     - Date     Condition        Report By
 HY0546  HISTORY     - 1957     MONUMENTED       CGS
 HY0546
 HY0546                          STATION DESCRIPTION
 HY0546
 HY0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0546'3.1 MI ESE FROM SPURLOCKVILLE.
 HY0546'ABOUT 3.1 MILE EAST SOUTHEAST ALONG GRAVEL ROAD FROM THE SCHOOL
 HY0546'AT SPURLOCKVILLE, 0.2 MILE EAST OF A SMALL SCHOOL, 1.1 MILE
 HY0546'EAST OF THE JUNCTION OF GRAVEL ROAD LEADING SOUTHEAST, 50 YARDS
 HY0546'EAST OF THE WEST END OF CUT, 35 YARDS WEST OF THE EAST END OF
 HY0546'CUT, 4 FEET NORTHWEST OF THE NORTH END OF 15-INCH CORRUGATED
 HY0546'PIPE CULVERT UNDER THE ROAD, 17 FEET NORTH OF THE CENTER LINE
 HY0546'OF THE ROAD, SET VERTICALLY IN THE SOUTH FACE OF A 10-FOOT
 HY0546'HIGH CUT, ABOUT 3 1/2 FEET ABOVE THE BOTTOM OF THE DITCH AND
 HY0546'1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0540 ***********************************************************************
 HY0540  DESIGNATION -  J 154
 HY0540  PID         -  HY0540
 HY0540  STATE/COUNTY-  WV/LINCOLN
 HY0540  USGS QUAD   -  HAGER (1962)
 HY0540
 HY0540                         *CURRENT SURVEY CONTROL
 HY0540  ___________________________________________________________________
 HY0540* NAD 83(1986)-  38 07 49.     (N)    082 04 14.     (W)     SCALED    
 HY0540* NAVD 88     -       342.660  (meters)    1124.21   (feet)  ADJUSTED  
 HY0540  ___________________________________________________________________
 HY0540  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HY0540  DYNAMIC HT  -         342.416 (meters)    1123.41  (feet)  COMP
 HY0540  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 HY0540
 HY0540  VERT ORDER  -  SECOND    CLASS 0
 HY0540
 HY0540.The horizontal coordinates were scaled from a topographic map and have
 HY0540.an estimated accuracy of +/- 6 seconds.
 HY0540
 HY0540.The orthometric height was determined by differential leveling
 HY0540.and adjusted by the National Geodetic Survey in June 1991..
 HY0540
 HY0540.The geoid height was determined by GEOID03.
 HY0540
 HY0540.The dynamic height is computed by dividing the NAVD 88
 HY0540.geopotential number by the normal gravity value computed on the
 HY0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0540.degrees latitude (g = 980.6199 gals.).
 HY0540
 HY0540.The modeled gravity was interpolated from observed gravity values.
 HY0540
 HY0540;                    North         East    Units  Estimated Accuracy
 HY0540;SPC WV S     -   125,990.      506,150.      MT  (+/- 180 meters Scaled)
 HY0540
 HY0540                          SUPERSEDED SURVEY CONTROL
 HY0540
 HY0540  NGVD 29 (??/??/92)  342.872  (m)         1124.91   (f) ADJ UNCH    2 0
 HY0540
 HY0540.Superseded values are not recommended for survey control.
 HY0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0540.See file dsdata.txt to determine how the superseded data were derived.
 HY0540
 HY0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC061208(NAD 83)
 HY0540_MARKER: DB = BENCH MARK DISK
 HY0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0540_STAMPING: J 154 1957
 HY0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0540+STABILITY: SURFACE MOTION
 HY0540
 HY0540  HISTORY     - Date     Condition        Report By
 HY0540  HISTORY     - 1957     MONUMENTED       CGS
 HY0540
 HY0540                          STATION DESCRIPTION
 HY0540
 HY0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0540'2.4 MI SW FROM SPURLOCKVILLE.
 HY0540'ABOUT 0.2 MILE SOUTHEAST ALONG GRAVEL ROAD FROM THE SCHOOL AT
 HY0540'SPURLOCKVILLE, THENCE 2.25 MILE SOUTHWEST ALONG DIRT ROAD, 0.15
 HY0540'MILE SOUTHWEST OF THE JUNCTION OF ROAD LEADING NORTHEAST,
 HY0540'AT JUNCTION OF ROAD LEADING SOUTH, 44 FEET WEST OF THE CENTER
 HY0540'LINE OF ROAD LEADING SOUTH, 17 FEET SOUTHEAST OF THE CENTER LINE
 HY0540'OF THE ROAD AND AT THE TOP OF THE GRADE, 3 1/2 FEET SOUTHEAST OF
 HY0540'A CONCRETE WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HY0540'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0377 ***********************************************************************
 GY0377  DESIGNATION -  J 155
 GY0377  PID         -  GY0377
 GY0377  STATE/COUNTY-  WV/LINCOLN
 GY0377  USGS QUAD   -  TRACE (1976)
 GY0377
 GY0377                         *CURRENT SURVEY CONTROL
 GY0377  ___________________________________________________________________
 GY0377* NAD 83(1986)-  37 59 03.     (N)    082 09 09.     (W)     SCALED    
 GY0377* NAVD 88     -       194.486  (meters)     638.08   (feet)  ADJUSTED  
 GY0377  ___________________________________________________________________
 GY0377  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GY0377  DYNAMIC HT  -         194.344 (meters)     637.61  (feet)  COMP
 GY0377  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 GY0377
 GY0377  VERT ORDER  -  SECOND    CLASS 0
 GY0377
 GY0377.The horizontal coordinates were scaled from a topographic map and have
 GY0377.an estimated accuracy of +/- 6 seconds.
 GY0377
 GY0377.The orthometric height was determined by differential leveling
 GY0377.and adjusted by the National Geodetic Survey in June 1991..
 GY0377
 GY0377.The geoid height was determined by GEOID03.
 GY0377
 GY0377.The dynamic height is computed by dividing the NAVD 88
 GY0377.geopotential number by the normal gravity value computed on the
 GY0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0377.degrees latitude (g = 980.6199 gals.).
 GY0377
 GY0377.The modeled gravity was interpolated from observed gravity values.
 GY0377
 GY0377;                    North         East    Units  Estimated Accuracy
 GY0377;SPC WV S     -   109,860.      498,760.      MT  (+/- 180 meters Scaled)
 GY0377
 GY0377                          SUPERSEDED SURVEY CONTROL
 GY0377
 GY0377  NGVD 29 (??/??/92)  194.700  (m)          638.78   (f) ADJ UNCH    2 0
 GY0377
 GY0377.Superseded values are not recommended for survey control.
 GY0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0377.See file dsdata.txt to determine how the superseded data were derived.
 GY0377
 GY0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC987046(NAD 83)
 GY0377_MARKER: DB = BENCH MARK DISK
 GY0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0377_SP_SET: BRIDGE
 GY0377_STAMPING: J 155 1957
 GY0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0377
 GY0377  HISTORY     - Date     Condition        Report By
 GY0377  HISTORY     - 1957     MONUMENTED       CGS
 GY0377
 GY0377                          STATION DESCRIPTION
 GY0377
 GY0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0377'3.6 MI S FROM HART.
 GY0377'ABOUT 3.65 MILES SOUTH ALONG HART CREEK ROAD FROM THE HIGH
 GY0377'SCHOOL AT HART, ABOUT 0.85 MILE SOUTH OF THOMPSON SCHOOL, IN
 GY0377'THE TOP OF EAST END OF WEST WING WALL OF A 30-FOOT CONCRETE
 GY0377'BRIDGE OVER ROCKHOUSE BRANCH, 11 1/2 FEET SOUTHWEST OF CENTER
 GY0377'LINE OF BLACK TOP ROAD, 0.4 FOOT SOUTHWEST OF SOUTHWEST HEAD
 GY0377'WALL OF BRIDGE AND ABOUT LEVEL WITH ROAD.  NOTE-- MARK IS
 GY0377'LOCATED NEAR AND JUST NORTHWEST OF THE LOGAN-LINCOLN COUNTY
 GY0377'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0558 ***********************************************************************
 HY0558  DESIGNATION -  J 156
 HY0558  PID         -  HY0558
 HY0558  STATE/COUNTY-  WV/LINCOLN
 HY0558  USGS QUAD   -  BIG CREEK (1962)
 HY0558
 HY0558                         *CURRENT SURVEY CONTROL
 HY0558  ___________________________________________________________________
 HY0558* NAD 83(1986)-  38 01 39.     (N)    082 02 10.     (W)     SCALED    
 HY0558* NAVD 88     -       299.751  (meters)     983.43   (feet)  ADJUSTED  
 HY0558  ___________________________________________________________________
 HY0558  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HY0558  DYNAMIC HT  -         299.535 (meters)     982.72  (feet)  COMP
 HY0558  MODELED GRAV-     979,900.0   (mgal)                       NAVD 88
 HY0558
 HY0558  VERT ORDER  -  SECOND    CLASS 0
 HY0558
 HY0558.The horizontal coordinates were scaled from a topographic map and have
 HY0558.an estimated accuracy of +/- 6 seconds.
 HY0558
 HY0558.The orthometric height was determined by differential leveling
 HY0558.and adjusted by the National Geodetic Survey in June 1991..
 HY0558
 HY0558.The geoid height was determined by GEOID03.
 HY0558
 HY0558.The dynamic height is computed by dividing the NAVD 88
 HY0558.geopotential number by the normal gravity value computed on the
 HY0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0558.degrees latitude (g = 980.6199 gals.).
 HY0558
 HY0558.The modeled gravity was interpolated from observed gravity values.
 HY0558
 HY0558;                    North         East    Units  Estimated Accuracy
 HY0558;SPC WV S     -   114,550.      509,040.      MT  (+/- 180 meters Scaled)
 HY0558
 HY0558                          SUPERSEDED SURVEY CONTROL
 HY0558
 HY0558  NGVD 29 (??/??/92)  299.965  (m)          984.14   (f) ADJ UNCH    2 0
 HY0558
 HY0558.Superseded values are not recommended for survey control.
 HY0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0558.See file dsdata.txt to determine how the superseded data were derived.
 HY0558
 HY0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC090093(NAD 83)
 HY0558_MARKER: DB = BENCH MARK DISK
 HY0558_SETTING: 66 = SET IN ROCK OUTCROP
 HY0558_SP_SET: ROCK CLIFF
 HY0558_STAMPING: J 156 1957
 HY0558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0558+STABILITY: POSITION/ELEVATION WELL
 HY0558
 HY0558  HISTORY     - Date     Condition        Report By
 HY0558  HISTORY     - 1957     MONUMENTED       CGS
 HY0558
 HY0558                          STATION DESCRIPTION
 HY0558
 HY0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0558'2.2 MI N FROM BIG CREEK.
 HY0558'ABOUT 0.55 MILE NORTH ALONG STATE HIGHWAY 10 FROM THE CHESAPEAKE
 HY0558'AND OHIO RAILWAY STATION AT BIG CREEK, THENCE 1.3 MILE NORTH
 HY0558'ALONG GRAVEL ROAD, THENCE 0.3 MILE NORTH ALONG TRAIL ROAD, 0.65
 HY0558'MILE NORTH OF THE LIMESTONE SCHOOL, 26 1/2 FEET NORTH OF AND
 HY0558'DIRECTLY ACROSS THE ROAD FROM A 24-INCH WHITE OAK TREE, 17 1/2
 HY0558'FEET NORTH OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN
 HY0558'THE SOUTH FACE OF A 6-FOOT HIGH 16-FEET WIDE ROCK CLIFF, ABOUT
 HY0558'2 FEET ABOVE THE GROUND AND 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2498 ***********************************************************************
 GX2498  DESIGNATION -  J 157
 GX2498  PID         -  GX2498
 GX2498  STATE/COUNTY-  WV/BOONE
 GX2498  USGS QUAD   -  CLOTHIER (1989)
 GX2498
 GX2498                         *CURRENT SURVEY CONTROL
 GX2498  ___________________________________________________________________
 GX2498* NAD 83(1986)-  37 58 14.     (N)    081 49 55.     (W)     SCALED    
 GX2498* NAVD 88     -       240.504  (meters)     789.05   (feet)  ADJUSTED  
 GX2498  ___________________________________________________________________
 GX2498  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 GX2498  DYNAMIC HT  -         240.328 (meters)     788.48  (feet)  COMP
 GX2498  MODELED GRAV-     979,892.8   (mgal)                       NAVD 88
 GX2498
 GX2498  VERT ORDER  -  SECOND    CLASS 0
 GX2498
 GX2498.The horizontal coordinates were scaled from a topographic map and have
 GX2498.an estimated accuracy of +/- 6 seconds.
 GX2498
 GX2498.The orthometric height was determined by differential leveling
 GX2498.and adjusted by the National Geodetic Survey in June 1991..
 GX2498
 GX2498.The geoid height was determined by GEOID03.
 GX2498
 GX2498.The dynamic height is computed by dividing the NAVD 88
 GX2498.geopotential number by the normal gravity value computed on the
 GX2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2498.degrees latitude (g = 980.6199 gals.).
 GX2498
 GX2498.The modeled gravity was interpolated from observed gravity values.
 GX2498
 GX2498;                    North         East    Units  Estimated Accuracy
 GX2498;SPC WV S     -   108,050.      526,910.      MT  (+/- 180 meters Scaled)
 GX2498
 GX2498                          SUPERSEDED SURVEY CONTROL
 GX2498
 GX2498  NGVD 29 (??/??/92)  240.713  (m)          789.74   (f) ADJ UNCH    2 0
 GX2498
 GX2498.Superseded values are not recommended for survey control.
 GX2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2498.See file dsdata.txt to determine how the superseded data were derived.
 GX2498
 GX2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC269028(NAD 83)
 GX2498_MARKER: DB = BENCH MARK DISK
 GX2498_SETTING: 66 = SET IN ROCK OUTCROP
 GX2498_SP_SET: CUT
 GX2498_STAMPING: J 157 1957
 GX2498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2498+STABILITY: POSITION/ELEVATION WELL
 GX2498
 GX2498  HISTORY     - Date     Condition        Report By
 GX2498  HISTORY     - 1957     MONUMENTED       CGS
 GX2498  HISTORY     - 1973     GOOD             LOCENG
 GX2498
 GX2498                          STATION DESCRIPTION
 GX2498
 GX2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2498'0.6 MI W FROM JEFFERY.
 GX2498'ABOUT 0.6 MILE WEST ALONG HEWETT ROAD (BLACKTOP) FROM ITS
 GX2498'JUNCTION WITH U.S. 119 AT JEFFERY, 239 YARDS WEST OF JUNCTION
 GX2498'OF ROAD LEADING NORTH AT THE METHODIST CHURCH AT JEFFERY, 7 1/2
 GX2498'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE CHESAPEAKE AND OHIO
 GX2498'RAILWAY SPUR, 5 1/2 FEET NORTH-NORTHEAST OF THE NORTHWEST END
 GX2498'OF AN 8-INCH IRON PIPE CULVERT UNDER THE RAILROAD, 31 1/2 FEET
 GX2498'NORTHWEST OF AND ACROSS THE RAILROAD TRACKS FROM THE CENTER
 GX2498'LINE OF THE ROAD, 9 FEET NORTHEAST OF THE SOUTHWEST END OF
 GX2498'ROCK CUT, SET IN THE TOP OF AN 8 FEET HIGH ROCK CUT, ABOUT 1
 GX2498'FOOT ABOVE THE LEVEL OF THE TOP OF THE RAIL.
 GX2498
 GX2498                          STATION RECOVERY (1973)
 GX2498
 GX2498'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0213 ***********************************************************************
 GY0213  DESIGNATION -  J 158
 GY0213  PID         -  GY0213
 GY0213  STATE/COUNTY-  WV/MINGO
 GY0213  USGS QUAD   -  WILSONDALE (1981)
 GY0213
 GY0213                         *CURRENT SURVEY CONTROL
 GY0213  ___________________________________________________________________
 GY0213* NAD 83(1986)-  37 55 30.     (N)    082 15 26.     (W)     SCALED    
 GY0213* NAVD 88     -       254.389  (meters)     834.61   (feet)  ADJUSTED  
 GY0213  ___________________________________________________________________
 GY0213  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GY0213  DYNAMIC HT  -         254.202 (meters)     833.99  (feet)  COMP
 GY0213  MODELED GRAV-     979,887.8   (mgal)                       NAVD 88
 GY0213
 GY0213  VERT ORDER  -  SECOND    CLASS 0
 GY0213
 GY0213.The horizontal coordinates were scaled from a topographic map and have
 GY0213.an estimated accuracy of +/- 6 seconds.
 GY0213
 GY0213.The orthometric height was determined by differential leveling
 GY0213.and adjusted by the National Geodetic Survey in June 1991..
 GY0213
 GY0213.The geoid height was determined by GEOID03.
 GY0213
 GY0213.The dynamic height is computed by dividing the NAVD 88
 GY0213.geopotential number by the normal gravity value computed on the
 GY0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0213.degrees latitude (g = 980.6199 gals.).
 GY0213
 GY0213.The modeled gravity was interpolated from observed gravity values.
 GY0213
 GY0213;                    North         East    Units  Estimated Accuracy
 GY0213;SPC WV S     -   103,410.      489,470.      MT  (+/- 180 meters Scaled)
 GY0213
 GY0213                          SUPERSEDED SURVEY CONTROL
 GY0213
 GY0213  NGVD 29 (??/??/92)  254.602  (m)          835.31   (f) ADJ UNCH    2 0
 GY0213
 GY0213.Superseded values are not recommended for survey control.
 GY0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0213.See file dsdata.txt to determine how the superseded data were derived.
 GY0213
 GY0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB895982(NAD 83)
 GY0213_MARKER: DB = BENCH MARK DISK
 GY0213_SETTING: 66 = SET IN ROCK OUTCROP
 GY0213_SP_SET: ROCK CUT
 GY0213_STAMPING: J 158 1957
 GY0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0213+STABILITY: POSITION/ELEVATION WELL
 GY0213
 GY0213  HISTORY     - Date     Condition        Report By
 GY0213  HISTORY     - 1957     MONUMENTED       CGS
 GY0213
 GY0213                          STATION DESCRIPTION
 GY0213
 GY0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0213'1 MI SE FROM BREEDEN.
 GY0213'ABOUT 0.95 MILE SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING OLD
 GY0213'GRADE OF THE NORFOLK AND WESTERN RAILWAY FROM THE JUNCTION OF
 GY0213'ROAD LEADING SOUTHWEST AT BREEDEN, ABOUT 0.3 MILE NORTHWEST OF
 GY0213'THE 7TH BRIDGE NORTHWEST OF DINGESS, ON THE OUTSIDE AND NEAR
 GY0213'THE CENTER OF A LONG CURVE WITH TANGENTS EXTENDING NORTHWEST
 GY0213'AND SOUTHWEST, SET VERTICALLY IN THE WEST FACE OF A LARGE ROCK
 GY0213'CUT, 34 FEET EAST OF CENTER LINE OF ROAD, 168 FEET NORTH OF
 GY0213'SOUTH END OF ROCK CUT, 1 1/2 FEET ABOVE GROUND AND ABOUT 2 1/2
 GY0213'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0224 ***********************************************************************
 GY0224  DESIGNATION -  J 159
 GY0224  PID         -  GY0224
 GY0224  STATE/COUNTY-  WV/WAYNE
 GY0224  USGS QUAD   -  WILSONDALE (1981)
 GY0224
 GY0224                         *CURRENT SURVEY CONTROL
 GY0224  ___________________________________________________________________
 GY0224* NAD 83(1986)-  37 59 16.     (N)    082 22 23.     (W)     SCALED    
 GY0224* NAVD 88     -       221.428  (meters)     726.47   (feet)  ADJUSTED  
 GY0224  ___________________________________________________________________
 GY0224  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 GY0224  DYNAMIC HT  -         221.267 (meters)     725.94  (feet)  COMP
 GY0224  MODELED GRAV-     979,895.9   (mgal)                       NAVD 88
 GY0224
 GY0224  VERT ORDER  -  SECOND    CLASS 0
 GY0224
 GY0224.The horizontal coordinates were scaled from a topographic map and have
 GY0224.an estimated accuracy of +/- 6 seconds.
 GY0224
 GY0224.The orthometric height was determined by differential leveling
 GY0224.and adjusted by the National Geodetic Survey in June 1991..
 GY0224
 GY0224.The geoid height was determined by GEOID03.
 GY0224
 GY0224.The dynamic height is computed by dividing the NAVD 88
 GY0224.geopotential number by the normal gravity value computed on the
 GY0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0224.degrees latitude (g = 980.6199 gals.).
 GY0224
 GY0224.The modeled gravity was interpolated from observed gravity values.
 GY0224
 GY0224;                    North         East    Units  Estimated Accuracy
 GY0224;SPC WV S     -   110,530.      479,390.      MT  (+/- 180 meters Scaled)
 GY0224
 GY0224                          SUPERSEDED SURVEY CONTROL
 GY0224
 GY0224  NGVD 29 (??/??/92)  221.643  (m)          727.17   (f) ADJ UNCH    2 0
 GY0224
 GY0224.Superseded values are not recommended for survey control.
 GY0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0224.See file dsdata.txt to determine how the superseded data were derived.
 GY0224
 GY0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC794053(NAD 83)
 GY0224_MARKER: DB = BENCH MARK DISK
 GY0224_SETTING: 66 = SET IN ROCK OUTCROP
 GY0224_SP_SET: ROCK PROJECTION
 GY0224_STAMPING: J 159 1957
 GY0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0224+STABILITY: POSITION/ELEVATION WELL
 GY0224
 GY0224  HISTORY     - Date     Condition        Report By
 GY0224  HISTORY     - 1957     MONUMENTED       CGS
 GY0224
 GY0224                          STATION DESCRIPTION
 GY0224
 GY0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0224'4.6 MI NW FROM WILSONDALE.
 GY0224'ABOUT 4.55 MILES NORTHWEST ALONG A GRAVEL AND BLACK TOP ROAD
 GY0224'FOLLOWING OLD GRADE OF NORFOLK AND WESTERN RAILWAY FROM THE POST
 GY0224'OFFICE AT WILSONDALE, ABOUT 0.9 MILE NORTHWEST OF A 30-FOOT
 GY0224'BRIDGE OVER SWEETWATER BRANCH, ABOUT 0.55 MILE SOUTHEAST OF A
 GY0224'30-FOOT BRIDGE OVER ARKANSAS BRANCH, AT THE JUNCTION OF A DRIVE
 GY0224'SOUTH TO CABWAYLINGO STATE FOREST SWIMMING POOL, IN THE TOP OF
 GY0224'WEST END OF A 15 BY 4-FOOT ROCK PROJECTION, 24 FEET NORTH OF
 GY0224'CENTER LINE OF ROAD, 65 FEET EAST OF EXTENDED CENTER LINE OF DRIVE
 GY0224'TO POOL, 4 FEET EAST OF WEST END OF ROCK AND ABOUT 4 1/2 FEET ABOVE
 GY0224'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1956 ***********************************************************************
 HW1956  DESIGNATION -  J 16
 HW1956  PID         -  HW1956
 HW1956  STATE/COUNTY-  WV/RANDOLPH
 HW1956  USGS QUAD   -  HARMAN (1995)
 HW1956
 HW1956                         *CURRENT SURVEY CONTROL
 HW1956  ___________________________________________________________________
 HW1956* NAD 83(1986)-  38 55 18.     (N)    079 31 25.     (W)     SCALED    
 HW1956* NAVD 88     -       725.938  (meters)    2381.68   (feet)  ADJUSTED  
 HW1956  ___________________________________________________________________
 HW1956  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HW1956  DYNAMIC HT  -         725.404 (meters)    2379.93  (feet)  COMP
 HW1956  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 HW1956
 HW1956  VERT ORDER  -  SECOND    CLASS 0
 HW1956
 HW1956.The horizontal coordinates were scaled from a topographic map and have
 HW1956.an estimated accuracy of +/- 6 seconds.
 HW1956
 HW1956.The orthometric height was determined by differential leveling
 HW1956.and adjusted by the National Geodetic Survey in June 1991..
 HW1956
 HW1956.The geoid height was determined by GEOID03.
 HW1956
 HW1956.The dynamic height is computed by dividing the NAVD 88
 HW1956.geopotential number by the normal gravity value computed on the
 HW1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1956.degrees latitude (g = 980.6199 gals.).
 HW1956
 HW1956.The modeled gravity was interpolated from observed gravity values.
 HW1956
 HW1956;                    North         East    Units  Estimated Accuracy
 HW1956;SPC WV S     -   214,310.      728,030.      MT  (+/- 180 meters Scaled)
 HW1956
 HW1956                          SUPERSEDED SURVEY CONTROL
 HW1956
 HW1956  NGVD 29 (??/??/92)  726.076  (m)         2382.13   (f) ADJ UNCH    2 0
 HW1956
 HW1956.Superseded values are not recommended for survey control.
 HW1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1956.See file dsdata.txt to determine how the superseded data were derived.
 HW1956
 HW1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD279091(NAD 83)
 HW1956_MARKER: DB = BENCH MARK DISK
 HW1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1956_STAMPING: J 16 1934
 HW1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1956+STABILITY: SURFACE MOTION
 HW1956
 HW1956  HISTORY     - Date     Condition        Report By
 HW1956  HISTORY     - 1934     MONUMENTED       CGS
 HW1956
 HW1956                          STATION DESCRIPTION
 HW1956
 HW1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1956'AT HARMAN.
 HW1956'AT HARMAN, RANDOLPH COUNTY, ON U.S. HIGHWAY 33, 70 YARDS WEST OF
 HW1956'THE INTERSECTION WITH A ROAD LEADING NORTH INTO HARMAN, IN THE
 HW1956'WEST ANGLE OF THE INTERSECTION, 25 YARDS NORTH OF THE CENTERLINE
 HW1956'OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 HW1956'STAMPED J 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0755 ***********************************************************************
 HY0755  DESIGNATION -  J 160
 HY0755  PID         -  HY0755
 HY0755  STATE/COUNTY-  WV/WAYNE
 HY0755  USGS QUAD   -  KIAHSVILLE (1975)
 HY0755
 HY0755                         *CURRENT SURVEY CONTROL
 HY0755  ___________________________________________________________________
 HY0755* NAD 83(1986)-  38 02 17.     (N)    082 16 46.     (W)     SCALED    
 HY0755* NAVD 88     -       272.905  (meters)     895.36   (feet)  ADJUSTED  
 HY0755  ___________________________________________________________________
 HY0755  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HY0755  DYNAMIC HT  -         272.707 (meters)     894.71  (feet)  COMP
 HY0755  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 HY0755
 HY0755  VERT ORDER  -  SECOND    CLASS 0
 HY0755
 HY0755.The horizontal coordinates were scaled from a topographic map and have
 HY0755.an estimated accuracy of +/- 6 seconds.
 HY0755
 HY0755.The orthometric height was determined by differential leveling
 HY0755.and adjusted by the National Geodetic Survey in June 1991..
 HY0755
 HY0755.The geoid height was determined by GEOID03.
 HY0755
 HY0755.The dynamic height is computed by dividing the NAVD 88
 HY0755.geopotential number by the normal gravity value computed on the
 HY0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0755.degrees latitude (g = 980.6199 gals.).
 HY0755
 HY0755.The modeled gravity was interpolated from observed gravity values.
 HY0755
 HY0755;                    North         East    Units  Estimated Accuracy
 HY0755;SPC WV S     -   115,990.      487,690.      MT  (+/- 180 meters Scaled)
 HY0755
 HY0755                          SUPERSEDED SURVEY CONTROL
 HY0755
 HY0755  NGVD 29 (??/??/92)  273.118  (m)          896.05   (f) ADJ UNCH    2 0
 HY0755
 HY0755.Superseded values are not recommended for survey control.
 HY0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0755.See file dsdata.txt to determine how the superseded data were derived.
 HY0755
 HY0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC877108(NAD 83)
 HY0755_MARKER: DB = BENCH MARK DISK
 HY0755_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HY0755_SP_SET: UNSPECIFIED ROCK
 HY0755_STAMPING: J 160 1957
 HY0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0755
 HY0755  HISTORY     - Date     Condition        Report By
 HY0755  HISTORY     - 1957     MONUMENTED       CGS
 HY0755
 HY0755                          STATION DESCRIPTION
 HY0755
 HY0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0755'12.4 MI SW FROM COVE GAP.
 HY0755'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0755'SCHOOL AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 7.8 MILES
 HY0755'SOUTHEAST ALONG A ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 HY0755'THENCE ABOUT 0.55 MILE EAST ALONG A MOUNTAIN ROAD LEADING INTO
 HY0755'KIAH CREEK, ON THE OUTSIDE AND AT THE SOUTH END OF A CURVE WITH
 HY0755'TANGENTS EXTENDING SOUTH AND EAST, SET VERTICALLY IN THE SOUTHEAST
 HY0755'FACE OF A PROJECTION OF ROCK ABOUT 9 FEET LONG AND 3 FEET HIGH
 HY0755'PROJECTING FROM A HILL SIDE, 10 FEET WEST OF CENTER LINE OF ROAD,
 HY0755'29 FEET SOUTHWEST AND ACROSS ROAD FROM THE WEST EDGE OF A CAVE
 HY0755'THAT THE ROAD PASSES OVER AT CENTER OF CURVE, 1 FOOT ABOVE GROUND
 HY0755'AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0292 ***********************************************************************
 GY0292  DESIGNATION -  J 161
 GY0292  PID         -  GY0292
 GY0292  STATE/COUNTY-  WV/MINGO
 GY0292  USGS QUAD   -  MAJESTIC (1977)
 GY0292
 GY0292                         *CURRENT SURVEY CONTROL
 GY0292  ___________________________________________________________________
 GY0292* NAD 83(1986)-  37 37 27.     (N)    082 00 21.     (W)     SCALED    
 GY0292* NAVD 88     -       510.590  (meters)    1675.16   (feet)  ADJUSTED  
 GY0292  ___________________________________________________________________
 GY0292  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GY0292  DYNAMIC HT  -         510.188 (meters)    1673.84  (feet)  COMP
 GY0292  MODELED GRAV-     979,827.5   (mgal)                       NAVD 88
 GY0292
 GY0292  VERT ORDER  -  SECOND    CLASS 0
 GY0292
 GY0292.The horizontal coordinates were scaled from a topographic map and have
 GY0292.an estimated accuracy of +/- 6 seconds.
 GY0292
 GY0292.The orthometric height was determined by differential leveling
 GY0292.and adjusted by the National Geodetic Survey in June 1991..
 GY0292
 GY0292.The geoid height was determined by GEOID03.
 GY0292
 GY0292.The dynamic height is computed by dividing the NAVD 88
 GY0292.geopotential number by the normal gravity value computed on the
 GY0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0292.degrees latitude (g = 980.6199 gals.).
 GY0292
 GY0292.The modeled gravity was interpolated from observed gravity values.
 GY0292
 GY0292;                    North         East    Units  Estimated Accuracy
 GY0292;SPC WV S     -    69,760.      511,210.      MT  (+/- 180 meters Scaled)
 GY0292
 GY0292                          SUPERSEDED SURVEY CONTROL
 GY0292
 GY0292  NGVD 29 (??/??/92)  510.793  (m)         1675.83   (f) ADJ UNCH    2 0
 GY0292
 GY0292.Superseded values are not recommended for survey control.
 GY0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0292.See file dsdata.txt to determine how the superseded data were derived.
 GY0292
 GY0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB112645(NAD 83)
 GY0292_MARKER: DB = BENCH MARK DISK
 GY0292_SETTING: 66 = SET IN ROCK OUTCROP
 GY0292_SP_SET: ROCK CLIFF
 GY0292_STAMPING: J 161 1957
 GY0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0292+STABILITY: POSITION/ELEVATION WELL
 GY0292
 GY0292  HISTORY     - Date     Condition        Report By
 GY0292  HISTORY     - 1957     MONUMENTED       CGS
 GY0292
 GY0292                          STATION DESCRIPTION
 GY0292
 GY0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0292'3.4 MI SW FROM MOUNTAIN VIEW.
 GY0292'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAYS 52 AND 119 FROM THEIR
 GY0292'JUNCTION AT MOUNTAIN VIEW, THENCE ABOUT 1.05 MILES SOUTHEAST ALONG
 GY0292'A BLACK TOP ROAD, THENCE ABOUT 1.45 MILES SOUTHWEST ALONG A DIRT
 GY0292'ROAD AND A MOUNTAIN TRAIL, ON THE SOUTHWEST SLOPE OF MOUNTAIN,
 GY0292'ON THE OUTSIDE OF A SHARP TURN IN TRAIL WITH TANGENTS EXTENDING
 GY0292'NORTHEAST AND EAST, SET IN THE TOP OF A NARROW LEDGE ON THE
 GY0292'SOUTHEAST FACE OF A ROCK CLIFF, 8 FEET NORTHWEST OF CENTER LINE
 GY0292'OF TRAIL, 30 FEET SOUTH OF A 6-INCH TRIANGLE CHISELED IN FACE
 GY0292'OF CLIFF, 30 FEET SOUTHWEST OF NORTHEAST END OF ROCK CLIFF,
 GY0292'AND ABOUT 3 FEET ABOVE LEVEL OF TRAIL.  NOTE-- MARK MAY BE
 GY0292'REACHED FROM THE NORFOLK AND WESTERN RAILWAY STATION AT DEVON,
 GY0292'MINGO COUNTY, BY GOING ABOUT 0.6 MILE NORTHWEST ALONG THE
 GY0292'RAILWAY, THENCE ABOUT 6.45 MILES NORTHEAST ALONG BEECH CREEK ROAD,
 GY0292'THENCE ABOUT 0.75 MILE NORTHEAST ALONG A DIRT ROAD, THENCE ABOUT
 GY0292'0.25 MILE NORTHEAST ALONG A MOUNTAIN TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2154 ***********************************************************************
 GX2154  DESIGNATION -  J 162
 GX2154  PID         -  GX2154
 GX2154  STATE/COUNTY-  WV/LOGAN
 GX2154  USGS QUAD   -  MALLORY (1976)
 GX2154
 GX2154                         *CURRENT SURVEY CONTROL
 GX2154  ___________________________________________________________________
 GX2154* NAD 83(1986)-  37 41 35.     (N)    081 52 09.     (W)     SCALED    
 GX2154* NAVD 88     -       233.027  (meters)     764.52   (feet)  ADJUSTED  
 GX2154  ___________________________________________________________________
 GX2154  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 GX2154  DYNAMIC HT  -         232.850 (meters)     763.94  (feet)  COMP
 GX2154  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 GX2154
 GX2154  VERT ORDER  -  SECOND    CLASS 0
 GX2154
 GX2154.The horizontal coordinates were scaled from a topographic map and have
 GX2154.an estimated accuracy of +/- 6 seconds.
 GX2154
 GX2154.The orthometric height was determined by differential leveling
 GX2154.and adjusted by the National Geodetic Survey in June 1991..
 GX2154
 GX2154.The geoid height was determined by GEOID03.
 GX2154
 GX2154.The dynamic height is computed by dividing the NAVD 88
 GX2154.geopotential number by the normal gravity value computed on the
 GX2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2154.degrees latitude (g = 980.6199 gals.).
 GX2154
 GX2154.The modeled gravity was interpolated from observed gravity values.
 GX2154
 GX2154;                    North         East    Units  Estimated Accuracy
 GX2154;SPC WV S     -    77,280.      523,350.      MT  (+/- 180 meters Scaled)
 GX2154
 GX2154                          SUPERSEDED SURVEY CONTROL
 GX2154
 GX2154  NGVD 29 (??/??/92)  233.236  (m)          765.21   (f) ADJ UNCH    2 0
 GX2154
 GX2154.Superseded values are not recommended for survey control.
 GX2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2154.See file dsdata.txt to determine how the superseded data were derived.
 GX2154
 GX2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB233721(NAD 83)
 GX2154_MARKER: DB = BENCH MARK DISK
 GX2154_SETTING: 66 = SET IN ROCK OUTCROP
 GX2154_SP_SET: ROCK CUT
 GX2154_STAMPING: J 162 1957
 GX2154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2154+STABILITY: POSITION/ELEVATION WELL
 GX2154
 GX2154  HISTORY     - Date     Condition        Report By
 GX2154  HISTORY     - 1957     MONUMENTED       CGS
 GX2154  HISTORY     - 1963     GOOD             AEROS
 GX2154
 GX2154                          STATION DESCRIPTION
 GX2154
 GX2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2154'2.9 MI S FROM HUFF JUNCTION.
 GX2154'ABOUT 2.9 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION
 GX2154'OF STATE HIGHWAY 10 AT HUFF JUNCTION, ALONG THE CHESAPEAKE
 GX2154'AND OHIO RAILWAY, ABOUT 0.2 MILE SOUTH OF MILE POST 82, ON THE
 GX2154'INSIDE OF A LONE CURVE, AT THE POINT WHERE THERE IS A HIGH ROCK
 GX2154'WALL BETWEEN THE HIGHWAY AND TRACK, NEAR THE SOUTHEAST END OF
 GX2154'POINT WHERE ROCK WALL IS MOSTLY SOLD ROCK, SET IN THE TOP OF
 GX2154'A NARROW LEDGE ON THE SOUTHWEST FACE OF THE NORTHWEST ONE OF
 GX2154'TWO ROCK CUTS, 13 FEET NORTHEAST OF NORTHEAST RAIL, 47 FEET
 GX2154'NORTHEAST AND ACROSS STRACK FROM CENTER LINE OF HIGHWAY, 141
 GX2154'FEET NORTHWEST OF A 2-FOOT STONE CULVERT BETWEEN THE TWO CUTS,
 GX2154'1/2 FOOT NORTH OF A RIGH ANGLE CORNER IN LEDGE, AND 1 FOOT AOVE
 GX2154'LEVEL OF TRACK.
 GX2154
 GX2154                          STATION RECOVERY (1963)
 GX2154
 GX2154'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0854 ***********************************************************************
 KY0854  DESIGNATION -  J 163
 KY0854  PID         -  KY0854
 KY0854  STATE/COUNTY-  WV/OHIO
 KY0854  USGS QUAD   -  WHEELING (1994)
 KY0854
 KY0854                         *CURRENT SURVEY CONTROL
 KY0854  ___________________________________________________________________
 KY0854* NAD 83(1986)-  40 02 52.     (N)    080 38 27.     (W)     SCALED    
 KY0854* NAVD 88     -       216.389  (meters)     709.94   (feet)  ADJUSTED  
 KY0854  ___________________________________________________________________
 KY0854  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY0854  DYNAMIC HT  -         216.269 (meters)     709.54  (feet)  COMP
 KY0854  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 KY0854
 KY0854  VERT ORDER  -  SECOND    CLASS 0
 KY0854
 KY0854.The horizontal coordinates were scaled from a topographic map and have
 KY0854.an estimated accuracy of +/- 6 seconds.
 KY0854
 KY0854.The orthometric height was determined by differential leveling
 KY0854.and adjusted by the National Geodetic Survey in June 1991..
 KY0854
 KY0854.The geoid height was determined by GEOID03.
 KY0854
 KY0854.The dynamic height is computed by dividing the NAVD 88
 KY0854.geopotential number by the normal gravity value computed on the
 KY0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0854.degrees latitude (g = 980.6199 gals.).
 KY0854
 KY0854.The modeled gravity was interpolated from observed gravity values.
 KY0854
 KY0854;                    North         East    Units  Estimated Accuracy
 KY0854;SPC WV N     -   172,450.      502,650.      MT  (+/- 180 meters Scaled)
 KY0854
 KY0854                          SUPERSEDED SURVEY CONTROL
 KY0854
 KY0854  NGVD 29 (??/??/92)  216.542  (m)          710.44   (f) ADJ UNCH    2 0
 KY0854
 KY0854.Superseded values are not recommended for survey control.
 KY0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0854.See file dsdata.txt to determine how the superseded data were derived.
 KY0854
 KY0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE306331(NAD 83)
 KY0854_MARKER: DB = BENCH MARK DISK
 KY0854_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0854_SP_SET: BRIDGE
 KY0854_STAMPING: J 165 1960
 KY0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0854
 KY0854  HISTORY     - Date     Condition        Report By
 KY0854  HISTORY     - 1960     MONUMENTED       CGS
 KY0854
 KY0854                          STATION DESCRIPTION
 KY0854
 KY0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0854'1 MI E FROM ELM GROVE.
 KY0854'ABOUT 1.0 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0854'THE STATION AT ELM GROVE, AT MILEAGE POLE 61+28, 0.15 MILE EAST
 KY0854'OF THE OVERPASS OF U.S. HIGHWAY 40 OVER THE BALTIMORE AND OHIO
 KY0854'RAILROAD, 11 FEET NORTH OF THE NORTH RAIL, IN TOP OF THE NORTH
 KY0854'END OF THE BACK WALL OF THE WEST CONCRETE ABUTMENT OF STEEL
 KY0854'PLATE BRIDGE 184 OVER A CREEK, AND ABOUT 1 FOOT BELOW THE LEVEL
 KY0854'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1435 ***********************************************************************
 HW1435  DESIGNATION -  J 17
 HW1435  PID         -  HW1435
 HW1435  STATE/COUNTY-  WV/PENDLETON
 HW1435  USGS QUAD   -  UPPER TRACT (1995)
 HW1435
 HW1435                         *CURRENT SURVEY CONTROL
 HW1435  ___________________________________________________________________
 HW1435* NAD 83(1995)-  38 48 59.29326(N)    079 15 44.80393(W)     ADJUSTED  
 HW1435* NAVD 88     -       416.152  (meters)    1365.33   (feet)  ADJUSTED  
 HW1435  ___________________________________________________________________
 HW1435  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 HW1435  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HW1435  DYNAMIC HT  -         415.861 (meters)    1364.37  (feet)  COMP
 HW1435  MODELED GRAV-     979,917.6   (mgal)                       NAVD 88
 HW1435
 HW1435  HORZ ORDER  -  SECOND
 HW1435  VERT ORDER  -  SECOND    CLASS 0
 HW1435
 HW1435.The horizontal coordinates were established by classical geodetic methods
 HW1435.and adjusted by the National Geodetic Survey in April 1998..
 HW1435
 HW1435.The orthometric height was determined by differential leveling
 HW1435.and adjusted by the National Geodetic Survey in June 1991..
 HW1435
 HW1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW1435
 HW1435.The geoid height was determined by GEOID03.
 HW1435
 HW1435.The dynamic height is computed by dividing the NAVD 88
 HW1435.geopotential number by the normal gravity value computed on the
 HW1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1435.degrees latitude (g = 980.6199 gals.).
 HW1435
 HW1435.The modeled gravity was interpolated from observed gravity values.
 HW1435
 HW1435;                    North         East     Units Scale Factor Converg.
 HW1435;SPC WV S     -   203,028.911   750,895.279   MT  0.99998644   +1 04 26.9
 HW1435;SPC WV N     -    35,161.256   620,632.341   MT  1.00003976   +0 09 05.4
 HW1435;UTM  17      - 4,297,844.444   650,850.809   MT  0.99988022   +1 05 21.7
 HW1435
 HW1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW1435!SPC WV S     -   0.99993963  x   0.99998644  =   0.99992608
 HW1435!SPC WV N     -   0.99993963  x   1.00003976  =   0.99997939
 HW1435!UTM  17      -   0.99993963  x   0.99988022  =   0.99981986
 HW1435
 HW1435                          SUPERSEDED SURVEY CONTROL
 HW1435
 HW1435  NAD 83(1995)-  38 48 59.29814(N)    079 15 44.81692(W) AD(       ) 2
 HW1435  NAD 83(1986)-  38 48 59.29981(N)    079 15 44.81594(W) AD(       ) 2
 HW1435  NAD 27      -  38 48 58.89670(N)    079 15 45.66940(W) AD(       ) 2
 HW1435  NGVD 29 (??/??/92)  416.283  (m)         1365.76   (f) ADJ UNCH    2 0
 HW1435
 HW1435.Superseded values are not recommended for survey control.
 HW1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1435.See file dsdata.txt to determine how the superseded data were derived.
 HW1435
 HW1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC5085197844(NAD 83)
 HW1435_MARKER: DB = BENCH MARK DISK
 HW1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1435_STAMPING: J 17 1934
 HW1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1435+STABILITY: SURFACE MOTION
 HW1435
 HW1435  HISTORY     - Date     Condition        Report By
 HW1435  HISTORY     - 1956     MONUMENTED       CGS
 HW1435  HISTORY     - 1956     GOOD             NGS
 HW1435
 HW1435                          STATION DESCRIPTION
 HW1435
 HW1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HW1435'TO REACH THE STATION FROM THE TRAFFIC LIGHT, WHICH IS 0.05 MILE WEST
 HW1435'OF THE POST OFFICE IN
 HW1435'PETERSBURG, GO SOUTHERLY ON U.S. HIGHWAY 220 FOR 15.4 MILES TO THE
 HW1435'MIDWAY STORE ON THE RIGHT.
 HW1435'CONTINUE SOUTH ON THE HIGHWAY FOR 0.55 MILE TO A BOARD GATE AND
 HW1435'THE STATION ON THE LEFT.
 HW1435'U.S.C. AND G.S. BENCH MARK J17
 HW1435'IN IS A STANDARD BENCH
 HW1435'MARK DISK STAMPED J17 1934, SET IN TOP OF AN 8-INCH SQUARE CONCRETE
 HW1435'MONUMENT WHICH PROJECTS 4 INCHES.
 HW1435'IT IS 25 FEET EAST OF THE CENTER LINE OF U.S.
 HW1435'HIGHWAY 220, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE
 HW1435
 HW1435                          STATION RECOVERY (1956)
 HW1435
 HW1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HW1435'2.3 MI N FROM UPPER TRACT.
 HW1435'2.3 MILES NORTH ALONG U.S. HIGHWAY 220 FROM UPPER TRACT,
 HW1435'PENDLETON COUNTY, ABOUT 0.1 MILE NORTHEAST OF A SMALL DWELLING,
 HW1435'ABOUT 7 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 HW1435'NORTHWEST OF A FENCE LINE, AND 4 FEET HIGHER THAN THE HIGHWAY.
 HW1435'A STANDARD DISK, STAMPED J 17 1934 AND SET IN THE TOP OF A
 HW1435'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2235 ***********************************************************************
 HX2235  DESIGNATION -  J 175
 HX2235  PID         -  HX2235
 HX2235  STATE/COUNTY-  WV/BOONE
 HX2235  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2235
 HX2235                         *CURRENT SURVEY CONTROL
 HX2235  ___________________________________________________________________
 HX2235* NAD 83(1986)-  38 06 00.     (N)    081 43 02.     (W)     SCALED    
 HX2235* NAVD 88     -       263.399  (meters)     864.17   (feet)  ADJUSTED  
 HX2235  ___________________________________________________________________
 HX2235  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HX2235  DYNAMIC HT  -         263.206 (meters)     863.53  (feet)  COMP
 HX2235  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 HX2235
 HX2235  VERT ORDER  -  SECOND    CLASS 0
 HX2235
 HX2235.The horizontal coordinates were scaled from a topographic map and have
 HX2235.an estimated accuracy of +/- 6 seconds.
 HX2235
 HX2235.The orthometric height was determined by differential leveling
 HX2235.and adjusted by the National Geodetic Survey in June 1991..
 HX2235
 HX2235.The geoid height was determined by GEOID03.
 HX2235
 HX2235.The dynamic height is computed by dividing the NAVD 88
 HX2235.geopotential number by the normal gravity value computed on the
 HX2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2235.degrees latitude (g = 980.6199 gals.).
 HX2235
 HX2235.The modeled gravity was interpolated from observed gravity values.
 HX2235
 HX2235;                    North         East    Units  Estimated Accuracy
 HX2235;SPC WV S     -   122,330.      537,100.      MT  (+/- 180 meters Scaled)
 HX2235
 HX2235                          SUPERSEDED SURVEY CONTROL
 HX2235
 HX2235  NGVD 29 (??/??/92)  263.602  (m)          864.83   (f) ADJ UNCH    2 0
 HX2235
 HX2235.Superseded values are not recommended for survey control.
 HX2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2235.See file dsdata.txt to determine how the superseded data were derived.
 HX2235
 HX2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC371171(NAD 83)
 HX2235_MARKER: DB = BENCH MARK DISK
 HX2235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2235_SP_SET: CULVERT
 HX2235_STAMPING: J 175 1958
 HX2235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2235
 HX2235  HISTORY     - Date     Condition        Report By
 HX2235  HISTORY     - 1958     MONUMENTED       CGS
 HX2235
 HX2235                          STATION DESCRIPTION
 HX2235
 HX2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2235'3.6 MI SW FROM PEYTONA.
 HX2235'ABOUT 3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE CROSSING
 HX2235'OF THE CHESAPEAKE AND OHIO RAILWAY AT PEYTONA, 20 FEET SOUTH
 HX2235'OF CENTER LINE OF HIGHWAY, IN TOP OF THE EAST END OF THE SOUTH
 HX2235'HEAD WALL FOR A 4-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 HX2235'ABOUT 70 YARDS SOUTHEAST OF A LARGE TWO STORY BRICK HOUSE, AND
 HX2235'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- AT ANDREW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2432 ***********************************************************************
 GX2432  DESIGNATION -  J 176
 GX2432  PID         -  GX2432
 GX2432  STATE/COUNTY-  WV/WYOMING
 GX2432  USGS QUAD   -  GILBERT (1977)
 GX2432
 GX2432                         *CURRENT SURVEY CONTROL
 GX2432  ___________________________________________________________________
 GX2432* NAD 83(1986)-  37 33 34.     (N)    081 47 30.     (W)     SCALED    
 GX2432* NAVD 88     -       326.195  (meters)    1070.19   (feet)  ADJUSTED  
 GX2432  ___________________________________________________________________
 GX2432  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX2432  DYNAMIC HT  -         325.942 (meters)    1069.36  (feet)  COMP
 GX2432  MODELED GRAV-     979,846.4   (mgal)                       NAVD 88
 GX2432
 GX2432  VERT ORDER  -  SECOND    CLASS 0
 GX2432
 GX2432.The horizontal coordinates were scaled from a topographic map and have
 GX2432.an estimated accuracy of +/- 6 seconds.
 GX2432
 GX2432.The orthometric height was determined by differential leveling
 GX2432.and adjusted by the National Geodetic Survey in June 1991..
 GX2432
 GX2432.The geoid height was determined by GEOID03.
 GX2432
 GX2432.The dynamic height is computed by dividing the NAVD 88
 GX2432.geopotential number by the normal gravity value computed on the
 GX2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2432.degrees latitude (g = 980.6199 gals.).
 GX2432
 GX2432.The modeled gravity was interpolated from observed gravity values.
 GX2432
 GX2432;                    North         East    Units  Estimated Accuracy
 GX2432;SPC WV S     -    62,390.      530,050.      MT  (+/- 180 meters Scaled)
 GX2432
 GX2432                          SUPERSEDED SURVEY CONTROL
 GX2432
 GX2432  NGVD 29 (??/??/92)  326.393  (m)         1070.84   (f) ADJ UNCH    2 0
 GX2432
 GX2432.Superseded values are not recommended for survey control.
 GX2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2432.See file dsdata.txt to determine how the superseded data were derived.
 GX2432
 GX2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB300572(NAD 83)
 GX2432_MARKER: DB = BENCH MARK DISK
 GX2432_SETTING: 66 = SET IN ROCK OUTCROP
 GX2432_SP_SET: ROCK
 GX2432_STAMPING: J 176 1958
 GX2432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2432+STABILITY: POSITION/ELEVATION WELL
 GX2432
 GX2432  HISTORY     - Date     Condition        Report By
 GX2432  HISTORY     - 1958     MONUMENTED       CGS
 GX2432  HISTORY     - 1963     GOOD             AEROS
 GX2432
 GX2432                          STATION DESCRIPTION
 GX2432
 GX2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2432'9.4 MI SE FROM GILBERT.
 GX2432'ABOUT 9.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION
 GX2432'OF STATE HIGHWAY 80 AT GILBERT, ABOUT 8.55 MILES NORTHWEST OF
 GX2432'THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY AT IAEGER,
 GX2432'MCDOWELL  COUNTY, 1.3 MILES SOUTHEAST OF THE POST OFFICE AT
 GX2432'HANOVER, 0.4 MILE NORTHWEST OF THE HUFF CONSOLIDATED SCHOOL, 30
 GX2432'FEET NORTHEAST OF CENTER LINE OF HIGHWAY, SET VERTICALLY IN THE
 GX2432'SOUTHWEST FACE OF A ROCK ABOUT 12-FEET LONG AND 3-FEET HIGH IN A
 GX2432'CUT, 34 FEET NORTHWEST OF TELEPHONE POLE 78-206, AND ABOUT 4 FEET
 GX2432'ABOVE THE LEVEL OF THE HIGHWAY.
 GX2432
 GX2432                          STATION RECOVERY (1963)
 GX2432
 GX2432'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2443 ***********************************************************************
 GX2443  DESIGNATION -  J 177
 GX2443  PID         -  GX2443
 GX2443  STATE/COUNTY-  WV/WYOMING
 GX2443  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2443
 GX2443                         *CURRENT SURVEY CONTROL
 GX2443  ___________________________________________________________________
 GX2443* NAD 83(1986)-  37 32 26.     (N)    081 38 33.     (W)     SCALED    
 GX2443* NAVD 88     -       447.877  (meters)    1469.41   (feet)  ADJUSTED  
 GX2443  ___________________________________________________________________
 GX2443  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX2443  DYNAMIC HT  -         447.522 (meters)    1468.25  (feet)  COMP
 GX2443  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GX2443
 GX2443  VERT ORDER  -  SECOND    CLASS 0
 GX2443
 GX2443.The horizontal coordinates were scaled from a topographic map and have
 GX2443.an estimated accuracy of +/- 6 seconds.
 GX2443
 GX2443.The orthometric height was determined by differential leveling
 GX2443.and adjusted by the National Geodetic Survey in June 1991..
 GX2443
 GX2443.The geoid height was determined by GEOID03.
 GX2443
 GX2443.The dynamic height is computed by dividing the NAVD 88
 GX2443.geopotential number by the normal gravity value computed on the
 GX2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2443.degrees latitude (g = 980.6199 gals.).
 GX2443
 GX2443.The modeled gravity was interpolated from observed gravity values.
 GX2443
 GX2443;                    North         East    Units  Estimated Accuracy
 GX2443;SPC WV S     -    60,190.      543,220.      MT  (+/- 180 meters Scaled)
 GX2443
 GX2443                          SUPERSEDED SURVEY CONTROL
 GX2443
 GX2443  NGVD 29 (??/??/92)  448.055  (m)         1469.99   (f) ADJ UNCH    2 0
 GX2443
 GX2443.Superseded values are not recommended for survey control.
 GX2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2443.See file dsdata.txt to determine how the superseded data were derived.
 GX2443
 GX2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB432550(NAD 83)
 GX2443_MARKER: DB = BENCH MARK DISK
 GX2443_SETTING: 66 = SET IN ROCK OUTCROP
 GX2443_SP_SET: ROCK CUT
 GX2443_STAMPING: J 177 1958
 GX2443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2443+STABILITY: POSITION/ELEVATION WELL
 GX2443
 GX2443  HISTORY     - Date     Condition        Report By
 GX2443  HISTORY     - 1958     MONUMENTED       CGS
 GX2443  HISTORY     - 1963     GOOD             AEROS
 GX2443
 GX2443                          STATION DESCRIPTION
 GX2443
 GX2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2443'5.6 MI N FROM DAVY.
 GX2443'ABOUT 5.6 MILES NORTH ALONG A BLACK TOP ROAD TO BAILEYSVILLE
 GX2443'FROM THE SCHOOL AT DAVY, 0.45 MILE NORTH OF THE SHIELDS BAPTIST
 GX2443'CHURCH, ON THE OUTSIDE OF A SHARP CURVE WITH TANGENTS EXTENDING
 GX2443'SOUTH AND EAST, AT THE JUNCTION OF A PRIVATE ROAD LEADING WEST,
 GX2443'ABOUT IN LINE WITH EXTENDED CENTER LINE OF A DRIVE LEADING
 GX2443'SOUTHEAST TO A 1-STORY WHITE PAINTED HOUSE EAST OF THE ROAD,
 GX2443'SET VERTICALLY IN THE EAST FACE OF A LOW ROCK CUT, 13 FEET WEST
 GX2443'OF CENTER LINE OF ROAD, 12 FEET SOUTH OF CENTER LINE OF PRIVATE
 GX2443'ROAD WEST, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2443
 GX2443                          STATION RECOVERY (1963)
 GX2443
 GX2443'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2456 ***********************************************************************
 GX2456  DESIGNATION -  J 178
 GX2456  PID         -  GX2456
 GX2456  STATE/COUNTY-  WV/WYOMING
 GX2456  USGS QUAD   -  PINEVILLE (1976)
 GX2456
 GX2456                         *CURRENT SURVEY CONTROL
 GX2456  ___________________________________________________________________
 GX2456* NAD 83(1986)-  37 35 21.     (N)    081 36 14.     (W)     SCALED    
 GX2456* NAVD 88     -       369.126  (meters)    1211.04   (feet)  ADJUSTED  
 GX2456  ___________________________________________________________________
 GX2456  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GX2456  DYNAMIC HT  -         368.832 (meters)    1210.08  (feet)  COMP
 GX2456  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 GX2456
 GX2456  VERT ORDER  -  SECOND    CLASS 0
 GX2456
 GX2456.The horizontal coordinates were scaled from a topographic map and have
 GX2456.an estimated accuracy of +/- 6 seconds.
 GX2456
 GX2456.The orthometric height was determined by differential leveling
 GX2456.and adjusted by the National Geodetic Survey in June 1991..
 GX2456
 GX2456.The geoid height was determined by GEOID03.
 GX2456
 GX2456.The dynamic height is computed by dividing the NAVD 88
 GX2456.geopotential number by the normal gravity value computed on the
 GX2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2456.degrees latitude (g = 980.6199 gals.).
 GX2456
 GX2456.The modeled gravity was interpolated from observed gravity values.
 GX2456
 GX2456;                    North         East    Units  Estimated Accuracy
 GX2456;SPC WV S     -    65,570.      546,670.      MT  (+/- 180 meters Scaled)
 GX2456
 GX2456                          SUPERSEDED SURVEY CONTROL
 GX2456
 GX2456  NGVD 29 (??/??/92)  369.300  (m)         1211.61   (f) ADJ UNCH    2 0
 GX2456
 GX2456.Superseded values are not recommended for survey control.
 GX2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2456.See file dsdata.txt to determine how the superseded data were derived.
 GX2456
 GX2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB466604(NAD 83)
 GX2456_MARKER: DB = BENCH MARK DISK
 GX2456_SETTING: 66 = SET IN ROCK OUTCROP
 GX2456_SP_SET: OUTCROP
 GX2456_STAMPING: J 178 1958
 GX2456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2456+STABILITY: POSITION/ELEVATION WELL
 GX2456
 GX2456  HISTORY     - Date     Condition        Report By
 GX2456  HISTORY     - 1958     MONUMENTED       CGS
 GX2456  HISTORY     - 1963     GOOD             AEROS
 GX2456  HISTORY     - 1980     GOOD             LOCSUR
 GX2456
 GX2456                          STATION DESCRIPTION
 GX2456
 GX2456'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2456'6.6 MI W FROM PINEVILLE.
 GX2456'ABOUT 6.65 MILES WEST ALONG A BLACK TOP ROAD TO BAILEYSVILLE
 GX2456'FROM THE COURTHOUSE AT PINEVILLE, 0.45 MILE WEST OF THE CROSSING
 GX2456'OF THE VIRGINIAN RAILWAY, 0.45 MILE SOUTHEAST OF A SIDE ROAD
 GX2456'LEADING NORTH, AT THE JUNCTION OF A DRIVE LEADING NORTH TO THE
 GX2456'LOADING DOCK OF THE ISLAND CREEK COAL COMPANYS WYOMING PLANT, 23
 GX2456'FEET EAST OF THE CENTER LINE OF THE ROAD, IN TOP OF THE SOUTHWEST
 GX2456'CORNER OF A FLAT ROCK OUTCROP 12-FEET LONG AND 2 1/2-FEET HIGH,
 GX2456'126 FEET NORTH OF THE CENTER OF THE JUNCTION OF THE DRIVE NORTH,
 GX2456'24 FEET WEST OF THE CENTER LINE OF THE DRIVE, 1 FOOT NORTHEAST
 GX2456'OF THE SOUTHWEST EDGE OF THE ROCK, AND ABOUT 4 FEET ABOVE THE
 GX2456'LEVEL OF THE ROAD.
 GX2456
 GX2456                          STATION RECOVERY (1963)
 GX2456
 GX2456'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2456'RECOVERED IN GOOD CONDITION.
 GX2456
 GX2456                          STATION RECOVERY (1980)
 GX2456
 GX2456'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1897 ***********************************************************************
 GX1897  DESIGNATION -  J 179
 GX1897  PID         -  GX1897
 GX1897  STATE/COUNTY-  WV/MCDOWELL
 GX1897  USGS QUAD   -  WAR (1977)
 GX1897
 GX1897                         *CURRENT SURVEY CONTROL
 GX1897  ___________________________________________________________________
 GX1897* NAD 83(1986)-  37 20 17.     (N)    081 43 58.     (W)     SCALED    
 GX1897* NAVD 88     -       392.827  (meters)    1288.80   (feet)  ADJUSTED  
 GX1897  ___________________________________________________________________
 GX1897  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX1897  DYNAMIC HT  -         392.499 (meters)    1287.72  (feet)  COMP
 GX1897  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 GX1897
 GX1897  VERT ORDER  -  SECOND    CLASS 0
 GX1897
 GX1897.The horizontal coordinates were scaled from a topographic map and have
 GX1897.an estimated accuracy of +/- 6 seconds.
 GX1897
 GX1897.The orthometric height was determined by differential leveling
 GX1897.and adjusted by the National Geodetic Survey in June 1991..
 GX1897
 GX1897.The geoid height was determined by GEOID03.
 GX1897
 GX1897.The dynamic height is computed by dividing the NAVD 88
 GX1897.geopotential number by the normal gravity value computed on the
 GX1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1897.degrees latitude (g = 980.6199 gals.).
 GX1897
 GX1897.The modeled gravity was interpolated from observed gravity values.
 GX1897
 GX1897;                    North         East    Units  Estimated Accuracy
 GX1897;SPC WV S     -    37,780.      535,060.      MT  (+/- 180 meters Scaled)
 GX1897
 GX1897                          SUPERSEDED SURVEY CONTROL
 GX1897
 GX1897  NGVD 29 (??/??/92)  392.993  (m)         1289.34   (f) ADJ UNCH    2 0
 GX1897
 GX1897.Superseded values are not recommended for survey control.
 GX1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1897.See file dsdata.txt to determine how the superseded data were derived.
 GX1897
 GX1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB350326(NAD 83)
 GX1897_MARKER: DB = BENCH MARK DISK
 GX1897_SETTING: 66 = SET IN ROCK OUTCROP
 GX1897_SP_SET: SET IN ROCK OUTCROP
 GX1897_STAMPING: J 179 1958
 GX1897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1897+STABILITY: POSITION/ELEVATION WELL
 GX1897
 GX1897  HISTORY     - Date     Condition        Report By
 GX1897  HISTORY     - 1958     MONUMENTED       CGS
 GX1897
 GX1897                          STATION DESCRIPTION
 GX1897
 GX1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1897'1.4 MI NW FROM ENGLISH.
 GX1897'1.35 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE NORFOLK
 GX1897'AND WESTERN RAILWAY STATION AT ENGLISH, 0.5 MILE NORTHWEST OF
 GX1897'THE SCHOOL AT BARTLEY, SET VERTICALLY IN THE NORTHEAST FACE
 GX1897'OF A ROCK CUT, 18 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY,
 GX1897'ABOUT 33 YARDS SOUTHEAST OF THE PROLONGATION OF THE CENTER LINE
 GX1897'OF A ROAD LEADING NORTHEAST ACROSS A SWING BRIDGE OVER DRY FORK,
 GX1897'2 1/2 FEET ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL
 GX1897'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0334 ***********************************************************************
 JW0334  DESIGNATION -  J 18
 JW0334  PID         -  JW0334
 JW0334  STATE/COUNTY-  WV/MINERAL
 JW0334  USGS QUAD   -  BURLINGTON (1979)
 JW0334
 JW0334                         *CURRENT SURVEY CONTROL
 JW0334  ___________________________________________________________________
 JW0334* NAD 83(1986)-  39 19 44.     (N)    078 53 00.     (W)     SCALED    
 JW0334* NAVD 88     -       284.710  (meters)     934.09   (feet)  ADJUSTED  
 JW0334  ___________________________________________________________________
 JW0334  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JW0334  DYNAMIC HT  -         284.538 (meters)     933.52  (feet)  COMP
 JW0334  MODELED GRAV-     980,013.4   (mgal)                       NAVD 88
 JW0334
 JW0334  VERT ORDER  -  SECOND    CLASS 0
 JW0334
 JW0334.The horizontal coordinates were scaled from a topographic map and have
 JW0334.an estimated accuracy of +/- 6 seconds.
 JW0334
 JW0334.The orthometric height was determined by differential leveling
 JW0334.and adjusted by the National Geodetic Survey in June 1991..
 JW0334
 JW0334.The geoid height was determined by GEOID03.
 JW0334
 JW0334.The dynamic height is computed by dividing the NAVD 88
 JW0334.geopotential number by the normal gravity value computed on the
 JW0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0334.degrees latitude (g = 980.6199 gals.).
 JW0334
 JW0334.The modeled gravity was interpolated from observed gravity values.
 JW0334
 JW0334;                    North         East    Units  Estimated Accuracy
 JW0334;SPC WV N     -    92,200.      653,170.      MT  (+/- 180 meters Scaled)
 JW0334
 JW0334                          SUPERSEDED SURVEY CONTROL
 JW0334
 JW0334  NGVD 29 (??/??/92)  284.886  (m)          934.66   (f) ADJ UNCH    2 0
 JW0334
 JW0334.Superseded values are not recommended for survey control.
 JW0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0334.See file dsdata.txt to determine how the superseded data were derived.
 JW0334
 JW0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD824554(NAD 83)
 JW0334_MARKER: DB = BENCH MARK DISK
 JW0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0334_STAMPING: J 18 1934
 JW0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0334+STABILITY: SURFACE MOTION
 JW0334
 JW0334  HISTORY     - Date     Condition        Report By
 JW0334  HISTORY     - 1934     MONUMENTED       CGS
 JW0334
 JW0334                          STATION DESCRIPTION
 JW0334
 JW0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0334'2.2 MI SE FROM BURLINGTON.
 JW0334'2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE HOMESTEAD
 JW0334'HOTEL AT BURLINGTON, MINERAL COUNTY, ON THE TOP OF A HILL, 15
 JW0334'YARDS NORTHWEST OF A SMALL CEMETERY, 9 YARDS NORTHEAST OF THE
 JW0334'CENTERLINE OF THE HIGHWAY, 5 YARDS WEST OF A FENCE LINE, AND
 JW0334'3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 18
 JW0334'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2147 ***********************************************************************
 GX2147  DESIGNATION -  J 180
 GX2147  PID         -  GX2147
 GX2147  STATE/COUNTY-  WV/WYOMING
 GX2147  USGS QUAD   -  MATHENY (1976)
 GX2147
 GX2147                         *CURRENT SURVEY CONTROL
 GX2147  ___________________________________________________________________
 GX2147* NAD 83(1986)-  37 43 41.     (N)    081 35 27.     (W)     SCALED    
 GX2147* NAVD 88     -       440.571  (meters)    1445.44   (feet)  ADJUSTED  
 GX2147  ___________________________________________________________________
 GX2147  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX2147  DYNAMIC HT  -         440.219 (meters)    1444.29  (feet)  COMP
 GX2147  MODELED GRAV-     979,817.5   (mgal)                       NAVD 88
 GX2147
 GX2147  VERT ORDER  -  SECOND    CLASS 0
 GX2147
 GX2147.The horizontal coordinates were scaled from a topographic map and have
 GX2147.an estimated accuracy of +/- 6 seconds.
 GX2147
 GX2147.The orthometric height was determined by differential leveling
 GX2147.and adjusted by the National Geodetic Survey in June 1991..
 GX2147
 GX2147.The geoid height was determined by GEOID03.
 GX2147
 GX2147.The dynamic height is computed by dividing the NAVD 88
 GX2147.geopotential number by the normal gravity value computed on the
 GX2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2147.degrees latitude (g = 980.6199 gals.).
 GX2147
 GX2147.The modeled gravity was interpolated from observed gravity values.
 GX2147
 GX2147;                    North         East    Units  Estimated Accuracy
 GX2147;SPC WV S     -    80,970.      547,920.      MT  (+/- 180 meters Scaled)
 GX2147
 GX2147                          SUPERSEDED SURVEY CONTROL
 GX2147
 GX2147  NGVD 29 (??/??/92)  440.730  (m)         1445.96   (f) ADJ UNCH    2 0
 GX2147
 GX2147.Superseded values are not recommended for survey control.
 GX2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2147.See file dsdata.txt to determine how the superseded data were derived.
 GX2147
 GX2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB479758(NAD 83)
 GX2147_MARKER: DB = BENCH MARK DISK
 GX2147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2147_SP_SET: BRIDGE
 GX2147_STAMPING: J 180 1958
 GX2147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2147
 GX2147  HISTORY     - Date     Condition        Report By
 GX2147  HISTORY     - 1958     MONUMENTED       CGS
 GX2147  HISTORY     - 20030202 MARK NOT FOUND   INDIV
 GX2147
 GX2147                          STATION DESCRIPTION
 GX2147
 GX2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2147'1.2 MI SW FROM KOPPERSTON.
 GX2147'ABOUT 1.25 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE
 GX2147'SCHOOL AT KOPPERSTON, ON THE OUTSIDE OF A SHARP CURVE WITH
 GX2147'TANGENTS EXTENDING SOUTH AND NORTHWEST, IN TOP OF THE EAST
 GX2147'END OF THE SOUTH ABUTMENT FOR A 30-FOOT BRIDGE OVER TONEY
 GX2147'FORK, 13 FEET EAST OF CENTER LINE OF ROAD, 3 FEET SOUTHEAST OF
 GX2147'THE SOUTH END OF THE EAST GUARD RAIL, AND ABOUT LEVEL WITH THE
 GX2147'ROAD.
 GX2147
 GX2147                          STATION RECOVERY (2003)
 GX2147
 GX2147'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2147'BELIEVE DESTROYED, NEW BRIDGE DATED 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1215 ***********************************************************************
 GX1215  DESIGNATION -  J 181
 GX1215  PID         -  GX1215
 GX1215  STATE/COUNTY-  WV/WYOMING
 GX1215  USGS QUAD   -  RHODELL (1976)
 GX1215
 GX1215                         *CURRENT SURVEY CONTROL
 GX1215  ___________________________________________________________________
 GX1215* NAD 83(1986)-  37 36 40.     (N)    081 22 23.     (W)     SCALED    
 GX1215* NAVD 88     -       475.082  (meters)    1558.66   (feet)  ADJUSTED  
 GX1215  ___________________________________________________________________
 GX1215  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX1215  DYNAMIC HT  -         474.696 (meters)    1557.40  (feet)  COMP
 GX1215  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 GX1215
 GX1215  VERT ORDER  -  SECOND    CLASS 0
 GX1215
 GX1215.The horizontal coordinates were scaled from a topographic map and have
 GX1215.an estimated accuracy of +/- 6 seconds.
 GX1215
 GX1215.The orthometric height was determined by differential leveling
 GX1215.and adjusted by the National Geodetic Survey in June 1991..
 GX1215
 GX1215.The geoid height was determined by GEOID03.
 GX1215
 GX1215.The dynamic height is computed by dividing the NAVD 88
 GX1215.geopotential number by the normal gravity value computed on the
 GX1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1215.degrees latitude (g = 980.6199 gals.).
 GX1215
 GX1215.The modeled gravity was interpolated from observed gravity values.
 GX1215
 GX1215;                    North         East    Units  Estimated Accuracy
 GX1215;SPC WV S     -    67,890.      567,060.      MT  (+/- 180 meters Scaled)
 GX1215
 GX1215                          SUPERSEDED SURVEY CONTROL
 GX1215
 GX1215  NGVD 29 (??/??/92)  475.241  (m)         1559.19   (f) ADJ UNCH    2 0
 GX1215
 GX1215.Superseded values are not recommended for survey control.
 GX1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1215.See file dsdata.txt to determine how the superseded data were derived.
 GX1215
 GX1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB670627(NAD 83)
 GX1215_MARKER: DB = BENCH MARK DISK
 GX1215_SETTING: 66 = SET IN ROCK OUTCROP
 GX1215_SP_SET: ROCK CUT
 GX1215_STAMPING: J 181 1958
 GX1215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1215+STABILITY: POSITION/ELEVATION WELL
 GX1215
 GX1215  HISTORY     - Date     Condition        Report By
 GX1215  HISTORY     - 1958     MONUMENTED       CGS
 GX1215  HISTORY     - 20030202 POOR             INDIV
 GX1215
 GX1215                          STATION DESCRIPTION
 GX1215
 GX1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1215'2.8 MI N FROM MULLENS.
 GX1215'ABOUT 2.75 MILES NORTH ALONG A BLACK TOP ROAD TO MABEN FROM THE
 GX1215'JUNCTION OF STATE HIGHWAY 16 AT MULLENS, ALSO 3.1 MILES SOUTHEAST
 GX1215'ALONG A BLACK TOP ROAD TO MULLENS FROM THE POST OFFICE AT MABEN,
 GX1215'0.15 MILE SOUTHEAST OF A Y ROAD, AT THE SUMMIT OF A GRADE, ON
 GX1215'THE NORTHWEST SLOPE OF HILL, ON THE OUTSIDE AND AT THE SOUTH END
 GX1215'OF A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, SET
 GX1215'VERTICALLY IN THE WEST FACE OF A LONG ROCK CUT, 21 FEET EAST OF
 GX1215'CENTER LINE OF ROAD, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
 GX1215
 GX1215                          STATION RECOVERY (2003)
 GX1215
 GX1215'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX1215'HAS MAG NAIL STUCK IN STEM, DISK GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1335 ***********************************************************************
 GX1335  DESIGNATION -  J 182
 GX1335  PID         -  GX1335
 GX1335  STATE/COUNTY-  WV/MCDOWELL
 GX1335  USGS QUAD   -  ANAWALT (1977)
 GX1335
 GX1335                         *CURRENT SURVEY CONTROL
 GX1335  ___________________________________________________________________
 GX1335* NAD 83(1986)-  37 21 19.     (N)    081 26 54.     (W)     SCALED    
 GX1335* NAVD 88     -       495.391  (meters)    1625.30   (feet)  ADJUSTED  
 GX1335  ___________________________________________________________________
 GX1335  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GX1335  DYNAMIC HT  -         494.962 (meters)    1623.89  (feet)  COMP
 GX1335  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 GX1335
 GX1335  VERT ORDER  -  SECOND    CLASS 0
 GX1335
 GX1335.The horizontal coordinates were scaled from a topographic map and have
 GX1335.an estimated accuracy of +/- 6 seconds.
 GX1335
 GX1335.The orthometric height was determined by differential leveling
 GX1335.and adjusted by the National Geodetic Survey in June 1991..
 GX1335
 GX1335.The geoid height was determined by GEOID03.
 GX1335
 GX1335.The dynamic height is computed by dividing the NAVD 88
 GX1335.geopotential number by the normal gravity value computed on the
 GX1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1335.degrees latitude (g = 980.6199 gals.).
 GX1335
 GX1335.The modeled gravity was interpolated from observed gravity values.
 GX1335
 GX1335;                    North         East    Units  Estimated Accuracy
 GX1335;SPC WV S     -    39,530.      560,280.      MT  (+/- 180 meters Scaled)
 GX1335
 GX1335                          SUPERSEDED SURVEY CONTROL
 GX1335
 GX1335  NGVD 29 (??/??/92)  495.523  (m)         1625.73   (f) ADJ UNCH    2 0
 GX1335
 GX1335.Superseded values are not recommended for survey control.
 GX1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1335.See file dsdata.txt to determine how the superseded data were derived.
 GX1335
 GX1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB602343(NAD 83)
 GX1335_MARKER: DB = BENCH MARK DISK
 GX1335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1335_SP_SET: BRIDGE
 GX1335_STAMPING: J 182 1958
 GX1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1335
 GX1335  HISTORY     - Date     Condition        Report By
 GX1335  HISTORY     - 1958     MONUMENTED       CGS
 GX1335
 GX1335                          STATION DESCRIPTION
 GX1335
 GX1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1335'5.2 MI S FROM UPLAND.
 GX1335'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE ELKHORN
 GX1335'DISTRICT HIGH SCHOOL AT UPLAND, THENCE 4.2 MILES SOUTHWEST ALONG
 GX1335'A BLACK TOP ROAD TO GARY, AT THE JUNCTION OF STATE HIGHWAY 85,
 GX1335'IN TOP OF THE WING WALL AT THE SOUTH CORNER OF A 35-FOOT BRIDGE
 GX1335'UNDER THE NORFOLK AND WESTERN RAILWAY BRIDGE NO. 2216 OVER MILL
 GX1335'BRANCH, 6 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 78 FEET
 GX1335'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET
 GX1335'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1202 ***********************************************************************
 GX1202  DESIGNATION -  J 183
 GX1202  PID         -  GX1202
 GX1202  STATE/COUNTY-  WV/RALEIGH
 GX1202  USGS QUAD   -  ARNETT (1989)
 GX1202
 GX1202                         *CURRENT SURVEY CONTROL
 GX1202  ___________________________________________________________________
 GX1202* NAD 83(1986)-  37 45 10.     (N)    081 25 32.     (W)     SCALED    
 GX1202* NAVD 88     -       691.322  (meters)    2268.11   (feet)  ADJUSTED  
 GX1202  ___________________________________________________________________
 GX1202  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX1202  DYNAMIC HT  -         690.777 (meters)    2266.32  (feet)  COMP
 GX1202  MODELED GRAV-     979,817.2   (mgal)                       NAVD 88
 GX1202
 GX1202  VERT ORDER  -  SECOND    CLASS 0
 GX1202
 GX1202.The horizontal coordinates were scaled from a topographic map and have
 GX1202.an estimated accuracy of +/- 6 seconds.
 GX1202
 GX1202.The orthometric height was determined by differential leveling
 GX1202.and adjusted by the National Geodetic Survey in June 1991..
 GX1202
 GX1202.The geoid height was determined by GEOID03.
 GX1202
 GX1202.The dynamic height is computed by dividing the NAVD 88
 GX1202.geopotential number by the normal gravity value computed on the
 GX1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1202.degrees latitude (g = 980.6199 gals.).
 GX1202
 GX1202.The modeled gravity was interpolated from observed gravity values.
 GX1202
 GX1202;                    North         East    Units  Estimated Accuracy
 GX1202;SPC WV S     -    83,640.      562,500.      MT  (+/- 180 meters Scaled)
 GX1202
 GX1202                          SUPERSEDED SURVEY CONTROL
 GX1202
 GX1202  NGVD 29 (??/??/92)  691.496  (m)         2268.68   (f) ADJ UNCH    2 0
 GX1202
 GX1202.Superseded values are not recommended for survey control.
 GX1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1202.See file dsdata.txt to determine how the superseded data were derived.
 GX1202
 GX1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB625784(NAD 83)
 GX1202_MARKER: DB = BENCH MARK DISK
 GX1202_SETTING: 66 = SET IN ROCK OUTCROP
 GX1202_SP_SET: ROCK LEDGE
 GX1202_STAMPING: J 183 1958
 GX1202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1202+STABILITY: POSITION/ELEVATION WELL
 GX1202
 GX1202  HISTORY     - Date     Condition        Report By
 GX1202  HISTORY     - 1958     MONUMENTED       CGS
 GX1202
 GX1202                          STATION DESCRIPTION
 GX1202
 GX1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1202'5.8 MI SW FROM GLEN DANIEL.
 GX1202'ABOUT 5.8 MILES SOUTHWEST ALONG A BLACK TOP ROAD TO GLEN
 GX1202'MORRISON FROM THE POST OFFICE AT GLEN DANIEL, 0.2 MILE EAST OF
 GX1202'THE RALEIGH-WYOMING COUNTY LINE, ON THE INSIDE OF A CURVE WITH
 GX1202'TANGENTS EXTENDING NORTH AND WEST, ON THE NORTHEAST SLOPE OF
 GX1202'A HILL, IN THE TOP OF THE NORTH END OF A LEDGE ON THE EAST
 GX1202'FACE OF A ROCK CUT, 18-FEET LONG AND 5-FOOT HIGH IN A HIGH BANK,
 GX1202'13 1/2 FEET NORTHWEST OF CENTER LINE OF ROAD, 7 FEET NORTHEAST
 GX1202'OF THE SOUTHWEST END OF THE ROCK, AND ABOUT 2 FEET ABOVE THE
 GX1202'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2044 ***********************************************************************
 GX2044  DESIGNATION -  J 184
 GX2044  PID         -  GX2044
 GX2044  STATE/COUNTY-  WV/MCDOWELL
 GX2044  USGS QUAD   -  GARY (1977)
 GX2044
 GX2044                         *CURRENT SURVEY CONTROL
 GX2044  ___________________________________________________________________
 GX2044* NAD 83(1986)-  37 18 21.     (N)    081 32 00.     (W)     SCALED    
 GX2044* NAVD 88     -       665.077  (meters)    2182.01   (feet)  ADJUSTED  
 GX2044  ___________________________________________________________________
 GX2044  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GX2044  DYNAMIC HT  -         664.512 (meters)    2180.15  (feet)  COMP
 GX2044  MODELED GRAV-     979,758.9   (mgal)                       NAVD 88
 GX2044
 GX2044  VERT ORDER  -  SECOND    CLASS 0
 GX2044
 GX2044.The horizontal coordinates were scaled from a topographic map and have
 GX2044.an estimated accuracy of +/- 6 seconds.
 GX2044
 GX2044.The orthometric height was determined by differential leveling
 GX2044.and adjusted by the National Geodetic Survey in June 1991..
 GX2044
 GX2044.The geoid height was determined by GEOID03.
 GX2044
 GX2044.The dynamic height is computed by dividing the NAVD 88
 GX2044.geopotential number by the normal gravity value computed on the
 GX2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2044.degrees latitude (g = 980.6199 gals.).
 GX2044
 GX2044.The modeled gravity was interpolated from observed gravity values.
 GX2044
 GX2044;                    North         East    Units  Estimated Accuracy
 GX2044;SPC WV S     -    34,080.      552,720.      MT  (+/- 180 meters Scaled)
 GX2044
 GX2044                          SUPERSEDED SURVEY CONTROL
 GX2044
 GX2044  NGVD 29 (??/??/92)  665.226  (m)         2182.50   (f) ADJ UNCH    2 0
 GX2044
 GX2044.Superseded values are not recommended for survey control.
 GX2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2044.See file dsdata.txt to determine how the superseded data were derived.
 GX2044
 GX2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB527289(NAD 83)
 GX2044_MARKER: DB = BENCH MARK DISK
 GX2044_SETTING: 66 = SET IN ROCK OUTCROP
 GX2044_SP_SET: CUT
 GX2044_STAMPING: J 184 1958
 GX2044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2044+STABILITY: POSITION/ELEVATION WELL
 GX2044
 GX2044  HISTORY     - Date     Condition        Report By
 GX2044  HISTORY     - 1958     MONUMENTED       CGS
 GX2044
 GX2044                          STATION DESCRIPTION
 GX2044
 GX2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2044'1.2 MI SE FROM FILBERT.
 GX2044'1.25 MILES SOUTHEAST ALONG A MOUNTAIN ROAD FROM A MINE RAILROAD
 GX2044'OVERPASS AT FILBERT, ABOUT MIDWAY BETWEEN A CURVE EXTENDING
 GX2044'NORTHEAST AND WEST-SOUTHWEST, SET VERTICALLY IN THE SOUTHWEST
 GX2044'FACE OF A CURVED ROCK AT THE BASE OF A LARGE ROCK CUT, 29 FEET
 GX2044'NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET ABOVE THE LEVEL OF
 GX2044'THE ROAD, AND IS UNDER THE WEST EDGE OF AN OVERHANGING ROCK AT
 GX2044'THE TOP OF THE CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2109 ***********************************************************************
 GX2109  DESIGNATION -  J 185
 GX2109  PID         -  GX2109
 GX2109  STATE/COUNTY-  WV/BOONE
 GX2109  USGS QUAD   -  WHARTON (1988)
 GX2109
 GX2109                         *CURRENT SURVEY CONTROL
 GX2109  ___________________________________________________________________
 GX2109* NAD 83(1986)-  37 59 41.     (N)    081 44 15.     (W)     SCALED    
 GX2109* NAVD 88     -       245.980  (meters)     807.02   (feet)  ADJUSTED  
 GX2109  ___________________________________________________________________
 GX2109  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GX2109  DYNAMIC HT  -         245.800 (meters)     806.43  (feet)  COMP
 GX2109  MODELED GRAV-     979,890.1   (mgal)                       NAVD 88
 GX2109
 GX2109  VERT ORDER  -  SECOND    CLASS 0
 GX2109
 GX2109.The horizontal coordinates were scaled from a topographic map and have
 GX2109.an estimated accuracy of +/- 6 seconds.
 GX2109
 GX2109.The orthometric height was determined by differential leveling
 GX2109.and adjusted by the National Geodetic Survey in June 1991..
 GX2109
 GX2109.The geoid height was determined by GEOID03.
 GX2109
 GX2109.The dynamic height is computed by dividing the NAVD 88
 GX2109.geopotential number by the normal gravity value computed on the
 GX2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2109.degrees latitude (g = 980.6199 gals.).
 GX2109
 GX2109.The modeled gravity was interpolated from observed gravity values.
 GX2109
 GX2109;                    North         East    Units  Estimated Accuracy
 GX2109;SPC WV S     -   110,660.      535,220.      MT  (+/- 180 meters Scaled)
 GX2109
 GX2109                          SUPERSEDED SURVEY CONTROL
 GX2109
 GX2109  NGVD 29 (??/??/92)  246.185  (m)          807.69   (f) ADJ UNCH    2 0
 GX2109
 GX2109.Superseded values are not recommended for survey control.
 GX2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2109.See file dsdata.txt to determine how the superseded data were derived.
 GX2109
 GX2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC352054(NAD 83)
 GX2109_MARKER: DB = BENCH MARK DISK
 GX2109_SETTING: 66 = SET IN ROCK OUTCROP
 GX2109_SP_SET: ROCK CUT
 GX2109_STAMPING: J 185 1958
 GX2109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2109+STABILITY: POSITION/ELEVATION WELL
 GX2109
 GX2109  HISTORY     - Date     Condition        Report By
 GX2109  HISTORY     - 1958     MONUMENTED       CGS
 GX2109  HISTORY     - 1973     GOOD             LOCENG
 GX2109
 GX2109                          STATION DESCRIPTION
 GX2109
 GX2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2109'2.9 MI NW FROM VAN.
 GX2109'ABOUT 2.9 MILES NORTHWEST ALONG STATE HIGHWAY 79 FROM THE
 GX2109'JUNCTION OF STATE HIGHWAY 78 AT VAN, ABOUT 0.1 MILE NORTH OF THE
 GX2109'CHESAPEAKE AND OHIO RAILWAY BRIDGE OVER POND FORK, SET VERTICALLY
 GX2109'IN THE SOUTHWEST FACE OF A 6 1/2-FOOT HIGH SOLID ROCK AT THE
 GX2109'BOTTOM OF A 25-FOOT HIGH LAYERED ROCK CUT, 4 FEET ABOVE THE
 GX2109'GROUND, 19 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, 60 1/2
 GX2109'FEET NORTHWEST OF TELEPHONE CABLE POLE 10-226, 27 1/2 FEET
 GX2109'SOUTHEAST OF THE NORTHEAST END OF A 15-INCH PIPE CULVERT WITH
 GX2109'CONCRETE HEAD WALL, AND ABOUT 4 FEET ABOVE THE LEVEL OF HIGHWAY.
 GX2109
 GX2109                          STATION RECOVERY (1973)
 GX2109
 GX2109'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2109'9.1 MILE S.E. OF SR-119 AND 85 AT MADISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2318 ***********************************************************************
 GX2318  DESIGNATION -  J 186
 GX2318  PID         -  GX2318
 GX2318  STATE/COUNTY-  WV/BOONE
 GX2318  USGS QUAD   -  WHARTON (1988)
 GX2318
 GX2318                         *CURRENT SURVEY CONTROL
 GX2318  ___________________________________________________________________
 GX2318* NAD 83(1986)-  37 59 15.     (N)    081 41 43.     (W)     SCALED    
 GX2318* NAVD 88     -       271.968  (meters)     892.28   (feet)  ADJUSTED  
 GX2318  ___________________________________________________________________
 GX2318  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GX2318  DYNAMIC HT  -         271.767 (meters)     891.62  (feet)  COMP
 GX2318  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 GX2318
 GX2318  VERT ORDER  -  SECOND    CLASS 0
 GX2318
 GX2318.The horizontal coordinates were scaled from a topographic map and have
 GX2318.an estimated accuracy of +/- 6 seconds.
 GX2318
 GX2318.The orthometric height was determined by differential leveling
 GX2318.and adjusted by the National Geodetic Survey in June 1991..
 GX2318
 GX2318.The geoid height was determined by GEOID03.
 GX2318
 GX2318.The dynamic height is computed by dividing the NAVD 88
 GX2318.geopotential number by the normal gravity value computed on the
 GX2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2318.degrees latitude (g = 980.6199 gals.).
 GX2318
 GX2318.The modeled gravity was interpolated from observed gravity values.
 GX2318
 GX2318;                    North         East    Units  Estimated Accuracy
 GX2318;SPC WV S     -   109,830.      538,930.      MT  (+/- 180 meters Scaled)
 GX2318
 GX2318                          SUPERSEDED SURVEY CONTROL
 GX2318
 GX2318  NGVD 29 (??/??/92)  272.169  (m)          892.94   (f) ADJ UNCH    2 0
 GX2318
 GX2318.Superseded values are not recommended for survey control.
 GX2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2318.See file dsdata.txt to determine how the superseded data were derived.
 GX2318
 GX2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC389046(NAD 83)
 GX2318_MARKER: DB = BENCH MARK DISK
 GX2318_SETTING: 66 = SET IN ROCK OUTCROP
 GX2318_SP_SET: ROCK LEDGE
 GX2318_STAMPING: J 186 1958
 GX2318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2318+STABILITY: POSITION/ELEVATION WELL
 GX2318
 GX2318  HISTORY     - Date     Condition        Report By
 GX2318  HISTORY     - 1958     MONUMENTED       CGS
 GX2318  HISTORY     - 1968     MARK NOT FOUND   USGS
 GX2318
 GX2318                          STATION DESCRIPTION
 GX2318
 GX2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2318'1.8 MI NE FROM VAN.
 GX2318'ABOUT 0.95 MILE EAST AND NORTH ALONG STATE HIGHWAY 78 FROM THE
 GX2318'JUNCTION OF STATE HIGHWAY 79 AT VAN, THENCE 0.85 MILE NORTHEAST
 GX2318'ALONG A BLACK TOP ROAD ALONG WHITES BRANCH TO WILLIAMS, 0.25
 GX2318'MILE SOUTHWEST OF A SCHOOLHOUSE, SET VERTICALLY IN THE
 GX2318'EAST-SOUTHEAST FACE OF A LAYERED ROCK LEDGE PROJECTING OUT OF
 GX2318'THE BOTTOM OF HILLSIDE, 47 1/2 FEET WEST OF THE CENTER LINE
 GX2318'OF THE ROAD, 110 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GX2318'A WOODEN PLANK BRIDGE ACROSS WHITES BRANCH, 63 FEET WEST OF AND
 GX2318'ACROSS THE ROAD FROM (AT ABOUT A RIGHT ANGLE) TELEPHONE CABLE
 GX2318'POLE 16-22, 39 1/2 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 GX2318'NORTH ONE OF SEVEN HOUSES IN A ROW, AND ABOUT 5 1/2 FEET ABOVE
 GX2318'THE LEVEL OF THE ROAD.
 GX2318
 GX2318                          STATION RECOVERY (1968)
 GX2318
 GX2318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GX2318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2385 ***********************************************************************
 GX2385  DESIGNATION -  J 187
 GX2385  PID         -  GX2385
 GX2385  STATE/COUNTY-  WV/BOONE
 GX2385  USGS QUAD   -  CLOTHIER (1989)
 GX2385
 GX2385                         *CURRENT SURVEY CONTROL
 GX2385  ___________________________________________________________________
 GX2385* NAD 83(1986)-  37 57 02.     (N)    081 46 35.     (W)     SCALED    
 GX2385* NAVD 88     -       266.003  (meters)     872.71   (feet)  ADJUSTED  
 GX2385  ___________________________________________________________________
 GX2385  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GX2385  DYNAMIC HT  -         265.808 (meters)     872.07  (feet)  COMP
 GX2385  MODELED GRAV-     979,891.7   (mgal)                       NAVD 88
 GX2385
 GX2385  VERT ORDER  -  SECOND    CLASS 0
 GX2385
 GX2385.The horizontal coordinates were scaled from a topographic map and have
 GX2385.an estimated accuracy of +/- 6 seconds.
 GX2385
 GX2385.The orthometric height was determined by differential leveling
 GX2385.and adjusted by the National Geodetic Survey in June 1991..
 GX2385
 GX2385.The geoid height was determined by GEOID03.
 GX2385
 GX2385.The dynamic height is computed by dividing the NAVD 88
 GX2385.geopotential number by the normal gravity value computed on the
 GX2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2385.degrees latitude (g = 980.6199 gals.).
 GX2385
 GX2385.The modeled gravity was interpolated from observed gravity values.
 GX2385
 GX2385;                    North         East    Units  Estimated Accuracy
 GX2385;SPC WV S     -   105,790.      531,770.      MT  (+/- 180 meters Scaled)
 GX2385
 GX2385                          SUPERSEDED SURVEY CONTROL
 GX2385
 GX2385  NGVD 29 (??/??/92)  266.215  (m)          873.41   (f) ADJ UNCH    2 0
 GX2385
 GX2385.Superseded values are not recommended for survey control.
 GX2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2385.See file dsdata.txt to determine how the superseded data were derived.
 GX2385
 GX2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC317006(NAD 83)
 GX2385_MARKER: DB = BENCH MARK DISK
 GX2385_SETTING: 66 = SET IN ROCK OUTCROP
 GX2385_SP_SET: ROCK CUT
 GX2385_STAMPING: J 187 1958
 GX2385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2385+STABILITY: POSITION/ELEVATION WELL
 GX2385
 GX2385  HISTORY     - Date     Condition        Report By
 GX2385  HISTORY     - 1958     MONUMENTED       CGS
 GX2385
 GX2385                          STATION DESCRIPTION
 GX2385
 GX2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2385'2.8 MI E FROM CLOTHIER.
 GX2385'ABOUT 2.75 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX2385'FROM THE STATION AT CLOTHIER, 0.25 MILE NORTHWEST OF MILE POST
 GX2385'3, SET VERTICALLY IN THE SOUTH-SOUTHWEST FACE OF A 6-FOOT HIGH
 GX2385'LAYER OF ROCK AT THE BOTTOM OF A 24-FOOT HIGH ROCK CUT, 4 FEET
 GX2385'ABOVE THE BOTTOM OF A DITCH, 12 FEET NORTHEAST OF THE NORTHEAST
 GX2385'RAIL, 325 YARDS (25 RAILS) NORTH OF A CULVERT FOR TRACE BRANCH,
 GX2385'286 YARDS (22 RAILS) NORTH OF THE CROSSING OF A ROAD LEADING
 GX2385'INTO CREEK BRANCH, 286 YARDS (22 RAILS) SOUTHEAST OF A 4-FOOT
 GX2385'STONE CULVERT FOR BURNT CABIN BRANCH, AND ABOUT 2 FEET ABOVE THE
 GX2385'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3483 ***********************************************************************
 GX3483  DESIGNATION -  J 189 RESET
 GX3483  PID         -  GX3483
 GX3483  STATE/COUNTY-  WV/LOGAN
 GX3483  USGS QUAD   -  AMHERSTDALE (1989)
 GX3483
 GX3483                         *CURRENT SURVEY CONTROL
 GX3483  ___________________________________________________________________
 GX3483* NAD 83(1986)-  37 46 29.     (N)    081 49 14.     (W)     SCALED    
 GX3483* NAVD 88     -       262.34   (meters)     860.7    (feet)  RESET     
 GX3483  ___________________________________________________________________
 GX3483  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GX3483
 GX3483  VERT ORDER  -  THIRD
 GX3483
 GX3483.The horizontal coordinates were scaled from a topographic map and have
 GX3483.an estimated accuracy of +/- 6 seconds.
 GX3483
 GX3483.The orthometric height was computed from unverified reset data.
 GX3483.No vertical observational check was made to the station.
 GX3483
 GX3483.The geoid height was determined by GEOID03.
 GX3483
 GX3483;                    North         East    Units  Estimated Accuracy
 GX3483;SPC WV S     -    86,310.      527,710.      MT  (+/- 180 meters Scaled)
 GX3483
 GX3483                          SUPERSEDED SURVEY CONTROL
 GX3483
 GX3483  NGVD 29 (09/25/03)  262.55   (m)          861.4    (f) RESET       3  
 GX3483
 GX3483.Superseded values are not recommended for survey control.
 GX3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3483.See file dsdata.txt to determine how the superseded data were derived.
 GX3483
 GX3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB277811(NAD 83)
 GX3483_MARKER: DV = VERTICAL CONTROL DISK
 GX3483_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX3483_SP_SET: BRIDGE ABUTMENT
 GX3483_STAMPING: J 189 RESET 1985
 GX3483_MARK LOGO: NGS   
 GX3483_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX3483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3483
 GX3483  HISTORY     - Date     Condition        Report By
 GX3483  HISTORY     - 1985     MONUMENTED       LOCENG
 GX3483
 GX3483                          STATION DESCRIPTION
 GX3483
 GX3483'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985
 GX3483'1.7 KM (1.05 MI) SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE BANK IN
 GX3483'AMHERSTDALE, IN THE SOUTHEAST CORNER OF A RAILROAD BRIDGE OVER
 GX3483'BUFFALO CREEK, 5.7 M (18.7 FT) EAST FROM THE CENTER OF THE MAIN
 GX3483'RAILROAD SURVEY STATION NUMBER 225+53.30 AND 1.4 M (4.6 FT) NORTHWEST
 GX3483'FROM TELEPHONE POLE NUMBERED 134.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2144 ***********************************************************************
 GX2144  DESIGNATION -  J 190
 GX2144  PID         -  GX2144
 GX2144  STATE/COUNTY-  WV/WYOMING
 GX2144  USGS QUAD   -  PILOT KNOB (1989)
 GX2144
 GX2144                         *CURRENT SURVEY CONTROL
 GX2144  ___________________________________________________________________
 GX2144* NAD 83(1986)-  37 45 10.     (N)    081 34 02.     (W)     SCALED    
 GX2144* NAVD 88     -       582.601  (meters)    1911.42   (feet)  ADJUSTED  
 GX2144  ___________________________________________________________________
 GX2144  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX2144  DYNAMIC HT  -         582.137 (meters)    1909.89  (feet)  COMP
 GX2144  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GX2144
 GX2144  VERT ORDER  -  SECOND    CLASS 0
 GX2144
 GX2144.The horizontal coordinates were scaled from a topographic map and have
 GX2144.an estimated accuracy of +/- 6 seconds.
 GX2144
 GX2144.The orthometric height was determined by differential leveling
 GX2144.and adjusted by the National Geodetic Survey in June 1991..
 GX2144
 GX2144.The geoid height was determined by GEOID03.
 GX2144
 GX2144.The dynamic height is computed by dividing the NAVD 88
 GX2144.geopotential number by the normal gravity value computed on the
 GX2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2144.degrees latitude (g = 980.6199 gals.).
 GX2144
 GX2144.The modeled gravity was interpolated from observed gravity values.
 GX2144
 GX2144;                    North         East    Units  Estimated Accuracy
 GX2144;SPC WV S     -    83,700.      550,020.      MT  (+/- 180 meters Scaled)
 GX2144
 GX2144                          SUPERSEDED SURVEY CONTROL
 GX2144
 GX2144  NGVD 29 (??/??/92)  582.757  (m)         1911.93   (f) ADJ UNCH    2 0
 GX2144
 GX2144.Superseded values are not recommended for survey control.
 GX2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2144.See file dsdata.txt to determine how the superseded data were derived.
 GX2144
 GX2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB500785(NAD 83)
 GX2144_MARKER: DB = BENCH MARK DISK
 GX2144_SETTING: 66 = SET IN ROCK OUTCROP
 GX2144_SP_SET: ROCK CUT
 GX2144_STAMPING: J 190 1958
 GX2144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2144+STABILITY: POSITION/ELEVATION WELL
 GX2144
 GX2144  HISTORY     - Date     Condition        Report By
 GX2144  HISTORY     - 1958     MONUMENTED       CGS
 GX2144
 GX2144                          STATION DESCRIPTION
 GX2144
 GX2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2144'1.2 MI N FROM KOPPERSTON.
 GX2144'ABOUT 0.8 MILE NORTHEAST ALONG A BLACK TOP ROAD FOLLOWING TONEY
 GX2144'FORK FROM THE SCHOOL AT KOPPERSTON, THENCE 0.45 MILE NORTHWEST
 GX2144'ALONG A ROUGH GRAVELED ROAD LEADING ACROSS WALNUT GAP TO BALD
 GX2144'KNOB, SET VERTICALLY IN THE SOUTHWEST FACE OF 2 1/2-FOOT HIGH
 GX2144'BOTTOM LAYER OF 6-FOOT HIGH CUT AND AT THE SOUTHEAST AND UPPER
 GX2144'END OF THE CUT, 1 FOOT ABOVE THE GROUND, 7 FEET NORTHEAST OF
 GX2144'CENTER LINE OF ROAD, 0.2 MILE SOUTHEAST OF A HAIRPIN CURVE AND
 GX2144'CROSSING OF A CREEK BRANCH AND JUNCTION OF A TRAIL LEADING
 GX2144'NORTHEAST, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1972 ***********************************************************************
 GX1972  DESIGNATION -  J 191
 GX1972  PID         -  GX1972
 GX1972  STATE/COUNTY-  WV/MCDOWELL
 GX1972  USGS QUAD   -  BRADSHAW (1977)
 GX1972
 GX1972                         *CURRENT SURVEY CONTROL
 GX1972  ___________________________________________________________________
 GX1972* NAD 83(1986)-  37 19 25.     (N)    081 49 11.     (W)     SCALED    
 GX1972* NAVD 88     -       404.759  (meters)    1327.95   (feet)  ADJUSTED  
 GX1972  ___________________________________________________________________
 GX1972  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1972  DYNAMIC HT  -         404.425 (meters)    1326.85  (feet)  COMP
 GX1972  MODELED GRAV-     979,793.4   (mgal)                       NAVD 88
 GX1972
 GX1972  VERT ORDER  -  SECOND    CLASS 0
 GX1972
 GX1972.The horizontal coordinates were scaled from a topographic map and have
 GX1972.an estimated accuracy of +/- 6 seconds.
 GX1972
 GX1972.The orthometric height was determined by differential leveling
 GX1972.and adjusted by the National Geodetic Survey in June 1991..
 GX1972
 GX1972.The geoid height was determined by GEOID03.
 GX1972
 GX1972.The dynamic height is computed by dividing the NAVD 88
 GX1972.geopotential number by the normal gravity value computed on the
 GX1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1972.degrees latitude (g = 980.6199 gals.).
 GX1972
 GX1972.The modeled gravity was interpolated from observed gravity values.
 GX1972
 GX1972;                    North         East    Units  Estimated Accuracy
 GX1972;SPC WV S     -    36,240.      527,340.      MT  (+/- 180 meters Scaled)
 GX1972
 GX1972                          SUPERSEDED SURVEY CONTROL
 GX1972
 GX1972  NGVD 29 (??/??/92)  404.933  (m)         1328.52   (f) ADJ UNCH    2 0
 GX1972
 GX1972.Superseded values are not recommended for survey control.
 GX1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1972.See file dsdata.txt to determine how the superseded data were derived.
 GX1972
 GX1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB273310(NAD 83)
 GX1972_MARKER: DB = BENCH MARK DISK
 GX1972_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1972_SP_SET: BRIDGE
 GX1972_STAMPING: J 191 1958
 GX1972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1972
 GX1972  HISTORY     - Date     Condition        Report By
 GX1972  HISTORY     - 1958     MONUMENTED       CGS
 GX1972
 GX1972                          STATION DESCRIPTION
 GX1972
 GX1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1972'2.5 MI SW FROM BRADSHAW.
 GX1972'2.45 MILES SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION
 GX1972'OF STATE HIGHWAY 80 AT BRADSHAW, THENCE ABOUT 0.05 MILE SOUTHEAST
 GX1972'ALONG A GRAVEL ROAD ALONG MIDDLE FORK, AT THE CONFLUENCE OF
 GX1972'BRADSHAW CREEK AND MIDDLE FORK, 10 1/2 FEET NORTHEAST OF THE
 GX1972'CENTER LINE OF THE GRAVEL ROAD, IN TOP OF THE NORTHWEST END OF
 GX1972'THE NORTHEAST HEAD WALL OF A 15-FOOT STONE MASONRY BRIDGE OVER
 GX1972'BRADSHAW CREEK, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GRAVEL
 GX1972'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0719 ***********************************************************************
 GX0719  DESIGNATION -  J 192
 GX0719  PID         -  GX0719
 GX0719  STATE/COUNTY-  WV/SUMMERS
 GX0719  USGS QUAD   -  TALCOTT (1968)
 GX0719
 GX0719                         *CURRENT SURVEY CONTROL
 GX0719  ___________________________________________________________________
 GX0719* NAD 83(1986)-  37 39 19.     (N)    080 50 42.     (W)     SCALED    
 GX0719* NAVD 88     -       437.327  (meters)    1434.80   (feet)  ADJUSTED  
 GX0719  ___________________________________________________________________
 GX0719  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX0719  DYNAMIC HT  -         436.965 (meters)    1433.61  (feet)  COMP
 GX0719  MODELED GRAV-     979,789.4   (mgal)                       NAVD 88
 GX0719
 GX0719  VERT ORDER  -  FIRST     CLASS II
 GX0719
 GX0719.The horizontal coordinates were scaled from a topographic map and have
 GX0719.an estimated accuracy of +/- 6 seconds.
 GX0719
 GX0719.The orthometric height was determined by differential leveling
 GX0719.and adjusted by the National Geodetic Survey in June 1991..
 GX0719
 GX0719.The geoid height was determined by GEOID03.
 GX0719
 GX0719.The dynamic height is computed by dividing the NAVD 88
 GX0719.geopotential number by the normal gravity value computed on the
 GX0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0719.degrees latitude (g = 980.6199 gals.).
 GX0719
 GX0719.The modeled gravity was interpolated from observed gravity values.
 GX0719
 GX0719;                    North         East    Units  Estimated Accuracy
 GX0719;SPC WV S     -    72,740.      613,680.      MT  (+/- 180 meters Scaled)
 GX0719
 GX0719                          SUPERSEDED SURVEY CONTROL
 GX0719
 GX0719  NGVD 29 (??/??/92)  437.491  (m)         1435.34   (f) ADJ UNCH    1 2
 GX0719
 GX0719.Superseded values are not recommended for survey control.
 GX0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0719.See file dsdata.txt to determine how the superseded data were derived.
 GX0719
 GX0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB136675(NAD 83)
 GX0719_MARKER: DB = BENCH MARK DISK
 GX0719_SETTING: 66 = SET IN ROCK OUTCROP
 GX0719_SP_SET: ROCK CUT
 GX0719_STAMPING: J 192 1958
 GX0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0719+STABILITY: POSITION/ELEVATION WELL
 GX0719
 GX0719  HISTORY     - Date     Condition        Report By
 GX0719  HISTORY     - 1958     MONUMENTED       CGS
 GX0719
 GX0719                          STATION DESCRIPTION
 GX0719
 GX0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0719'3.8 MI SE FROM HINTON.
 GX0719'ABOUT 3.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0719'FROM THE STATION AT HINTON, 20 1/2 RAILS (267 YARDS) SOUTHWEST
 GX0719'OF MILEPOST 353, 0.55 MILE SOUTHWEST OF A ROAD CROSSING, 27
 GX0719'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 GX0719'SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT, 3 FEET ABOVE
 GX0719'THE GROUND, 35 1/2 FEET NORTH OF THE NORTH CORNER OF CONCRETE
 GX0719'BASE FOR A BLOCK SIGNAL, 33 YARDS NORTHEAST OF A LOW CULVERT
 GX0719'FOR A SMALL CREEK BRANCH, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL
 GX0719'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2006 ***********************************************************************
 GX2006  DESIGNATION -  J 193
 GX2006  PID         -  GX2006
 GX2006  STATE/COUNTY-  WV/MCDOWELL
 GX2006  USGS QUAD   -  AMONATE (1977)
 GX2006
 GX2006                         *CURRENT SURVEY CONTROL
 GX2006  ___________________________________________________________________
 GX2006* NAD 83(1986)-  37 14 09.     (N)    081 39 29.     (W)     SCALED    
 GX2006* NAVD 88     -       528.600  (meters)    1734.25   (feet)  ADJUSTED  
 GX2006  ___________________________________________________________________
 GX2006  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GX2006  DYNAMIC HT  -         528.145 (meters)    1732.76  (feet)  COMP
 GX2006  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 GX2006
 GX2006  VERT ORDER  -  SECOND    CLASS 0
 GX2006
 GX2006.The horizontal coordinates were scaled from a topographic map and have
 GX2006.an estimated accuracy of +/- 6 seconds.
 GX2006
 GX2006.The orthometric height was determined by differential leveling
 GX2006.and adjusted by the National Geodetic Survey in June 1991..
 GX2006
 GX2006.The geoid height was determined by GEOID03.
 GX2006
 GX2006.The dynamic height is computed by dividing the NAVD 88
 GX2006.geopotential number by the normal gravity value computed on the
 GX2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2006.degrees latitude (g = 980.6199 gals.).
 GX2006
 GX2006.The modeled gravity was interpolated from observed gravity values.
 GX2006
 GX2006;                    North         East    Units  Estimated Accuracy
 GX2006;SPC WV S     -    26,380.      541,600.      MT  (+/- 180 meters Scaled)
 GX2006
 GX2006                          SUPERSEDED SURVEY CONTROL
 GX2006
 GX2006  NGVD 29 (??/??/92)  528.741  (m)         1734.71   (f) ADJ UNCH    2 0
 GX2006
 GX2006.Superseded values are not recommended for survey control.
 GX2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2006.See file dsdata.txt to determine how the superseded data were derived.
 GX2006
 GX2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB416212(NAD 83)
 GX2006_MARKER: DB = BENCH MARK DISK
 GX2006_SETTING: 66 = SET IN ROCK OUTCROP
 GX2006_SP_SET: LEDGE
 GX2006_STAMPING: J 193 1958
 GX2006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2006+STABILITY: POSITION/ELEVATION WELL
 GX2006
 GX2006  HISTORY     - Date     Condition        Report By
 GX2006  HISTORY     - 1958     MONUMENTED       CGS
 GX2006
 GX2006                          STATION DESCRIPTION
 GX2006
 GX2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2006'1.2 MI W FROM VALLSCREEK.
 GX2006'0.2 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE OVERPASS OF THE
 GX2006'NORFOLK AND WESTERN RAILWAY AT VALLSCREEK, THENCE ABOUT 1.0 MILE
 GX2006'WEST ALONG A GRAVEL ROAD, ABOUT 100 YARDS EAST OF A WHITE FRAME
 GX2006'HOUSE, SET IN THE TOP OF A ROCK LEDGE ABOUT 6 FEET LONG AND
 GX2006'1 1/2 FEET  HIGH, 14 FEET NORTH OF CENTER LINE OF ROAD, 233 FEET
 GX2006'WEST OF CENTER OF AN ABANDONED MINE ENTRANCE, 174 1/2 FEET WEST OF
 GX2006'POWER POLE NO. 309-1-56, 78 FET EAST OF NORTH END OF A STONE
 GX2006'CULVERT UNDER ROAD, AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2032 ***********************************************************************
 GX2032  DESIGNATION -  J 194
 GX2032  PID         -  GX2032
 GX2032  STATE/COUNTY-  WV/MCDOWELL
 GX2032  USGS QUAD   -  WELCH (1976)
 GX2032
 GX2032                         *CURRENT SURVEY CONTROL
 GX2032  ___________________________________________________________________
 GX2032* NAD 83(1986)-  37 23 34.     (N)    081 33 58.     (W)     SCALED    
 GX2032* NAVD 88     -       414.181  (meters)    1358.86   (feet)  ADJUSTED  
 GX2032  ___________________________________________________________________
 GX2032  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX2032  DYNAMIC HT  -         413.837 (meters)    1357.73  (feet)  COMP
 GX2032  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 GX2032
 GX2032  VERT ORDER  -  SECOND    CLASS 0
 GX2032
 GX2032.The horizontal coordinates were scaled from a topographic map and have
 GX2032.an estimated accuracy of +/- 6 seconds.
 GX2032
 GX2032.The orthometric height was determined by differential leveling
 GX2032.and adjusted by the National Geodetic Survey in June 1991..
 GX2032
 GX2032.The geoid height was determined by GEOID03.
 GX2032
 GX2032.The dynamic height is computed by dividing the NAVD 88
 GX2032.geopotential number by the normal gravity value computed on the
 GX2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2032.degrees latitude (g = 980.6199 gals.).
 GX2032
 GX2032.The modeled gravity was interpolated from observed gravity values.
 GX2032
 GX2032;                    North         East    Units  Estimated Accuracy
 GX2032;SPC WV S     -    43,750.      549,870.      MT  (+/- 180 meters Scaled)
 GX2032
 GX2032                          SUPERSEDED SURVEY CONTROL
 GX2032
 GX2032  NGVD 29 (??/??/92)  414.340  (m)         1359.38   (f) ADJ UNCH    2 0
 GX2032
 GX2032.Superseded values are not recommended for survey control.
 GX2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2032.See file dsdata.txt to determine how the superseded data were derived.
 GX2032
 GX2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB498385(NAD 83)
 GX2032_MARKER: DB = BENCH MARK DISK
 GX2032_SETTING: 66 = SET IN ROCK OUTCROP
 GX2032_SP_SET: CUT
 GX2032_STAMPING: J 194 1958
 GX2032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2032+STABILITY: POSITION/ELEVATION WELL
 GX2032
 GX2032  HISTORY     - Date     Condition        Report By
 GX2032  HISTORY     - 1958     MONUMENTED       CGS
 GX2032
 GX2032                          STATION DESCRIPTION
 GX2032
 GX2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2032'2.8 MI NW FROM GARY.
 GX2032'2.8 MILES NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 GX2032'A BLACK TOP ROAD LEADING SOUTH TO ALBERT AT GARY, ALSO ABOUT 2.75
 GX2032'MILES SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 GX2032'U.S. HIGHWAY 52 AT WELCH, ON THE OUTSIDE OF A LONG CRUVE WITH
 GX2032'TANGENTS EXTENDING SOUTH AND NORTHWEST, SET VERTICALLY IN THE
 GX2032'SOUTHWEST FACE OF A ROCK CUT, 24 FEET NORTHEAST OF THE CENTER
 GX2032'LINE OF THE HIGHWAY, ABOUT 32 YARDS SOUTHEAST OF THE EAST
 GX2032'CORNER OF A 10-FOOT BOX CULVERT, AND ABOUT 3 FEET ABOVE THE
 GX2032'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2083 ***********************************************************************
 GX2083  DESIGNATION -  J 195
 GX2083  PID         -  GX2083
 GX2083  STATE/COUNTY-  WV/MCDOWELL
 GX2083  USGS QUAD   -  WAR (1977)
 GX2083
 GX2083                         *CURRENT SURVEY CONTROL
 GX2083  ___________________________________________________________________
 GX2083* NAD 83(1986)-  37 21 05.     (N)    081 39 54.     (W)     SCALED    
 GX2083* NAVD 88     -       512.665  (meters)    1681.97   (feet)  ADJUSTED  
 GX2083  ___________________________________________________________________
 GX2083  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX2083  DYNAMIC HT  -         512.241 (meters)    1680.58  (feet)  COMP
 GX2083  MODELED GRAV-     979,786.4   (mgal)                       NAVD 88
 GX2083
 GX2083  VERT ORDER  -  SECOND    CLASS 0
 GX2083
 GX2083.The horizontal coordinates were scaled from a topographic map and have
 GX2083.an estimated accuracy of +/- 6 seconds.
 GX2083
 GX2083.The orthometric height was determined by differential leveling
 GX2083.and adjusted by the National Geodetic Survey in June 1991..
 GX2083
 GX2083.The geoid height was determined by GEOID03.
 GX2083
 GX2083.The dynamic height is computed by dividing the NAVD 88
 GX2083.geopotential number by the normal gravity value computed on the
 GX2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2083.degrees latitude (g = 980.6199 gals.).
 GX2083
 GX2083.The modeled gravity was interpolated from observed gravity values.
 GX2083
 GX2083;                    North         East    Units  Estimated Accuracy
 GX2083;SPC WV S     -    39,210.      541,080.      MT  (+/- 180 meters Scaled)
 GX2083
 GX2083                          SUPERSEDED SURVEY CONTROL
 GX2083
 GX2083  NGVD 29 (??/??/92)  512.830  (m)         1682.51   (f) ADJ UNCH    2 0
 GX2083
 GX2083.Superseded values are not recommended for survey control.
 GX2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2083.See file dsdata.txt to determine how the superseded data were derived.
 GX2083
 GX2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB411340(NAD 83)
 GX2083_MARKER: DB = BENCH MARK DISK
 GX2083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2083_SP_SET: CULVERT
 GX2083_STAMPING: J 195 1958
 GX2083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2083
 GX2083  HISTORY     - Date     Condition        Report By
 GX2083  HISTORY     - 1958     MONUMENTED       CGS
 GX2083  HISTORY     - 20021120 GOOD             INDIV
 GX2083
 GX2083                          STATION DESCRIPTION
 GX2083
 GX2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2083'2.6 MI NE FROM SUSANNA.
 GX2083'2.65 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 GX2083'STATE HIGHWAY 83 AT SUSANNA, 16 FEET SOUTHEAST OF THE CENTER LINE
 GX2083'OF THE HIGHWAY, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD
 GX2083'WALL FOR A 10-FOOT BOX CULVERT, 1 1/2 FEET SOUTHWEST OF THE
 GX2083'NORTHEAST END OF THE HEAD WALL, AND ABOUT 1 FOOT ABOVE THE LEVEL
 GX2083'OF THE HIGHWAY.
 GX2083
 GX2083                          STATION RECOVERY (2002)
 GX2083
 GX2083'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 GX2083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2298 ***********************************************************************
 GX2298  DESIGNATION -  J 196
 GX2298  PID         -  GX2298
 GX2298  STATE/COUNTY-  WV/BOONE
 GX2298  USGS QUAD   -  CLOTHIER (1989)
 GX2298
 GX2298                         *CURRENT SURVEY CONTROL
 GX2298  ___________________________________________________________________
 GX2298* NAD 83(1986)-  37 59 01.     (N)    081 49 28.     (W)     SCALED    
 GX2298* NAVD 88     -       232.320  (meters)     762.20   (feet)  ADJUSTED  
 GX2298  ___________________________________________________________________
 GX2298  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GX2298  DYNAMIC HT  -         232.151 (meters)     761.65  (feet)  COMP
 GX2298  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 GX2298
 GX2298  VERT ORDER  -  SECOND    CLASS 0
 GX2298
 GX2298.The horizontal coordinates were scaled from a topographic map and have
 GX2298.an estimated accuracy of +/- 6 seconds.
 GX2298
 GX2298.The orthometric height was determined by differential leveling
 GX2298.and adjusted by the National Geodetic Survey in June 1991..
 GX2298
 GX2298.The geoid height was determined by GEOID03.
 GX2298
 GX2298.The dynamic height is computed by dividing the NAVD 88
 GX2298.geopotential number by the normal gravity value computed on the
 GX2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2298.degrees latitude (g = 980.6199 gals.).
 GX2298
 GX2298.The modeled gravity was interpolated from observed gravity values.
 GX2298
 GX2298;                    North         East    Units  Estimated Accuracy
 GX2298;SPC WV S     -   109,490.      527,580.      MT  (+/- 180 meters Scaled)
 GX2298
 GX2298                          SUPERSEDED SURVEY CONTROL
 GX2298
 GX2298  NGVD 29 (??/??/92)  232.529  (m)          762.89   (f) ADJ UNCH    2 0
 GX2298
 GX2298.Superseded values are not recommended for survey control.
 GX2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2298.See file dsdata.txt to determine how the superseded data were derived.
 GX2298
 GX2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC275043(NAD 83)
 GX2298_MARKER: DB = BENCH MARK DISK
 GX2298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2298_SP_SET: BRIDGE
 GX2298_STAMPING: J 196 1958
 GX2298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2298
 GX2298  HISTORY     - Date     Condition        Report By
 GX2298  HISTORY     - 1958     MONUMENTED       CGS
 GX2298  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 GX2298
 GX2298                          STATION DESCRIPTION
 GX2298
 GX2298'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2298'0.9 MI SW FROM GREENVIEW.
 GX2298'ABOUT 0.9 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX2298'FROM THE METHODIST CHURCH AT GREENVIEW, ABOUT 4 1/2 RAILS SOUTH
 GX2298'OF MILEPOST 45, AT RAMAGE, ON THE INSIDE OF A LONG CURVE WITH
 GX2298'TANGENTS EXTENDING NORTHEAST AND SOUTHEAST, 5 FEET EAST OF THE
 GX2298'EAST RAIL, IN TOP OF THE EAST END OF THE NORTH ABUTMENT OF BRIDGE
 GX2298'SEAT FOR RAILROAD BRIDGE 450 OVER SIXMILE CREEK, 1 FOOT WEST OF
 GX2298'THE EAST END OF THE ABUTMENT, AND ABOUT 3 FEET BELOW THE LEVEL
 GX2298'OF THE TRACK.
 GX2298
 GX2298                          STATION RECOVERY (1973)
 GX2298
 GX2298'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0043 ***********************************************************************
 GX0043  DESIGNATION -  J 197
 GX0043  PID         -  GX0043
 GX0043  STATE/COUNTY-  WV/GREENBRIER
 GX0043  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0043
 GX0043                         *CURRENT SURVEY CONTROL
 GX0043  ___________________________________________________________________
 GX0043* NAD 83(1986)-  37 45 02.     (N)    080 16 04.     (W)     SCALED    
 GX0043* NAVD 88     -       623.085  (meters)    2044.24   (feet)  ADJUSTED  
 GX0043  ___________________________________________________________________
 GX0043  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GX0043  DYNAMIC HT  -         622.542 (meters)    2042.46  (feet)  COMP
 GX0043  MODELED GRAV-     979,738.1   (mgal)                       NAVD 88
 GX0043
 GX0043  VERT ORDER  -  FIRST     CLASS II
 GX0043
 GX0043.The horizontal coordinates were scaled from a topographic map and have
 GX0043.an estimated accuracy of +/- 6 seconds.
 GX0043
 GX0043.The orthometric height was determined by differential leveling
 GX0043.and adjusted by the National Geodetic Survey in June 1991..
 GX0043
 GX0043.The geoid height was determined by GEOID03.
 GX0043
 GX0043.The dynamic height is computed by dividing the NAVD 88
 GX0043.geopotential number by the normal gravity value computed on the
 GX0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0043.degrees latitude (g = 980.6199 gals.).
 GX0043
 GX0043.The modeled gravity was interpolated from observed gravity values.
 GX0043
 GX0043;                    North         East    Units  Estimated Accuracy
 GX0043;SPC WV S     -    83,560.      664,530.      MT  (+/- 180 meters Scaled)
 GX0043
 GX0043                          SUPERSEDED SURVEY CONTROL
 GX0043
 GX0043  NGVD 29 (??/??/92)  623.213  (m)         2044.66   (f) ADJ UNCH    1 2
 GX0043
 GX0043.Superseded values are not recommended for survey control.
 GX0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0043.See file dsdata.txt to determine how the superseded data were derived.
 GX0043
 GX0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB645783(NAD 83)
 GX0043_MARKER: DB = BENCH MARK DISK
 GX0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0043_SP_SET: TUNNEL
 GX0043_STAMPING: J 197 1958
 GX0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0043
 GX0043  HISTORY     - Date     Condition        Report By
 GX0043  HISTORY     - 1958     MONUMENTED       CGS
 GX0043
 GX0043                          STATION DESCRIPTION
 GX0043
 GX0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0043'1.4 MI W FROM ALLEGHANY.
 GX0043'ABOUT 1.4 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0043'THE STATION AT ALLEGHANY, VIRGINIA, 0.15 MILE EAST OF MILEPOST
 GX0043'308, 8 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH TRACK, SET
 GX0043'VERTICALLY IN THE WEST END OF THE SOUTH WALL OF THE NORTH TUBE
 GX0043'OF THE ALLEGHENY TUNNEL, 2 FEET SOUTH OF THE INSIDE CORNER OF THE
 GX0043'TUNNEL, 3 1/2 FEET ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE
 GX0043'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1250 ***********************************************************************
 GX1250  DESIGNATION -  J 198
 GX1250  PID         -  GX1250
 GX1250  STATE/COUNTY-  WV/FAYETTE
 GX1250  USGS QUAD   -  THURMOND (1988)
 GX1250
 GX1250                         *CURRENT SURVEY CONTROL
 GX1250  ___________________________________________________________________
 GX1250* NAD 83(1986)-  37 54 51.     (N)    081 02 14.     (W)     SCALED    
 GX1250* NAVD 88     -       336.266  (meters)    1103.23   (feet)  ADJUSTED  
 GX1250  ___________________________________________________________________
 GX1250  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX1250  DYNAMIC HT  -         336.002 (meters)    1102.37  (feet)  COMP
 GX1250  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 GX1250
 GX1250  VERT ORDER  -  FIRST     CLASS II
 GX1250
 GX1250.The horizontal coordinates were scaled from a topographic map and have
 GX1250.an estimated accuracy of +/- 6 seconds.
 GX1250
 GX1250.The orthometric height was determined by differential leveling
 GX1250.and adjusted by the National Geodetic Survey in June 1991..
 GX1250
 GX1250.The geoid height was determined by GEOID03.
 GX1250
 GX1250.The dynamic height is computed by dividing the NAVD 88
 GX1250.geopotential number by the normal gravity value computed on the
 GX1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1250.degrees latitude (g = 980.6199 gals.).
 GX1250
 GX1250.The modeled gravity was interpolated from observed gravity values.
 GX1250
 GX1250;                    North         East    Units  Estimated Accuracy
 GX1250;SPC WV S     -   101,460.      596,730.      MT  (+/- 180 meters Scaled)
 GX1250
 GX1250                          SUPERSEDED SURVEY CONTROL
 GX1250
 GX1250  NGVD 29 (??/??/92)  336.437  (m)         1103.79   (f) ADJ UNCH    1 2
 GX1250
 GX1250.Superseded values are not recommended for survey control.
 GX1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1250.See file dsdata.txt to determine how the superseded data were derived.
 GX1250
 GX1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB967962(NAD 83)
 GX1250_MARKER: DB = BENCH MARK DISK
 GX1250_SETTING: 80 = SET IN A BOULDER
 GX1250_SP_SET: BOULDER
 GX1250_STAMPING: J 198 1958
 GX1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1250+STABILITY: SURFACE MOTION
 GX1250
 GX1250  HISTORY     - Date     Condition        Report By
 GX1250  HISTORY     - 1958     MONUMENTED       CGS
 GX1250  HISTORY     - 1980     GOOD             LOCSUR
 GX1250
 GX1250                          STATION DESCRIPTION
 GX1250
 GX1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1250'4.1 MI SE FROM THURMOND.
 GX1250'ABOUT 4.1 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1250'FROM THE STATION AT THURMOND, 0.2 MILE SOUTHEAST OF MILEPOST
 GX1250'387, 0.7 MILE NORTHWEST OF THE BRIDGE OVER BUFFALO CREEK, 8.2
 GX1250'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK AND AT INSIDE
 GX1250'OF CURVE, SET VERTICALLY IN THE SOUTH CUT-FACE OF A 5 1/2-FOOT
 GX1250'HIGH AND 12-FOOT WIDE EMBEDED BOULDER IN THE BOTTOM OF DIRT CUT
 GX1250'BANK, 2 FEET ABOVE THE BOTTOM OF DITCH, 3 FEET EAST OF THE WEST
 GX1250'END OF BOULDER, 63 1/2 FEET WEST OF THE NORTH END OF AN 18-INCH
 GX1250'CONCRETE PIPE CULVERT, 66 YARDS WEST OF AND ACROSS THE TRACK
 GX1250'FROM TELEPHONE POLE E 58, 81 YARDS WEST OF THE NORTH END OF A
 GX1250'36-INCH CORRUGATED PIPE CULVERT, AND ABOUT LEVEL WITH THE TRACK.
 GX1250
 GX1250                          STATION RECOVERY (1980)
 GX1250
 GX1250'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0747 ***********************************************************************
 GX0747  DESIGNATION -  J 199
 GX0747  PID         -  GX0747
 GX0747  STATE/COUNTY-  WV/SUMMERS
 GX0747  USGS QUAD   -  MEADOW CREEK (1988)
 GX0747
 GX0747                         *CURRENT SURVEY CONTROL
 GX0747  ___________________________________________________________________
 GX0747* NAD 83(1986)-  37 47 49.     (N)    080 55 11.     (W)     SCALED    
 GX0747* NAVD 88     -       390.611  (meters)    1281.53   (feet)  ADJUSTED  
 GX0747  ___________________________________________________________________
 GX0747  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX0747  DYNAMIC HT  -         390.294 (meters)    1280.49  (feet)  COMP
 GX0747  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 GX0747
 GX0747  VERT ORDER  -  FIRST     CLASS II
 GX0747
 GX0747.The horizontal coordinates were scaled from a topographic map and have
 GX0747.an estimated accuracy of +/- 6 seconds.
 GX0747
 GX0747.The orthometric height was determined by differential leveling
 GX0747.and adjusted by the National Geodetic Survey in June 1991..
 GX0747
 GX0747.The geoid height was determined by GEOID03.
 GX0747
 GX0747.The dynamic height is computed by dividing the NAVD 88
 GX0747.geopotential number by the normal gravity value computed on the
 GX0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0747.degrees latitude (g = 980.6199 gals.).
 GX0747
 GX0747.The modeled gravity was interpolated from observed gravity values.
 GX0747
 GX0747;                    North         East    Units  Estimated Accuracy
 GX0747;SPC WV S     -    88,450.      607,070.      MT  (+/- 180 meters Scaled)
 GX0747
 GX0747                          SUPERSEDED SURVEY CONTROL
 GX0747
 GX0747  NGVD 29 (??/??/92)  390.780  (m)         1282.08   (f) ADJ UNCH    1 2
 GX0747
 GX0747.Superseded values are not recommended for survey control.
 GX0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0747.See file dsdata.txt to determine how the superseded data were derived.
 GX0747
 GX0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB070832(NAD 83)
 GX0747_MARKER: DB = BENCH MARK DISK
 GX0747_SETTING: 80 = SET IN A BOULDER
 GX0747_SP_SET: BOULDER
 GX0747_STAMPING: J 199 1958
 GX0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0747+STABILITY: SURFACE MOTION
 GX0747
 GX0747  HISTORY     - Date     Condition        Report By
 GX0747  HISTORY     - 1958     MONUMENTED       CGS
 GX0747
 GX0747                          STATION DESCRIPTION
 GX0747
 GX0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0747'1 MI S FROM MEADOW CREEK.
 GX0747'ABOUT 1.0 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0747'THE STATION AT MEADOW CREEK, 0.5 MILE NORTH OF MILEPOST 368, 14.2
 GX0747'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK AND
 GX0747'AT INSIDE OF A CURVE, SET VERTICALLY IN THE SOUTH FACE OF A
 GX0747'SLANTING 12-FOOT LONG BY 6-FOOT WIDE BY 1 1/2-FOOT THICK PARTLY
 GX0747'BURIED BOULDER AT THE FOOT OF HILLSIDE, 1 FOOT ABOVE THE GROUND,
 GX0747'160 YARDS NORTH OF A POINT WHERE THE ROAD AND TRACK ARE AT THE
 GX0747'SAME LEVEL, 12 FEET BELOW THE LEVEL OF THE ROAD, AND ABOUT 3 FEET
 GX0747'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0853 ***********************************************************************
 JW0853  DESIGNATION -  J 2
 JW0853  PID         -  JW0853
 JW0853  STATE/COUNTY-  WV/BARBOUR
 JW0853  USGS QUAD   -  BELINGTON (1976)
 JW0853
 JW0853                         *CURRENT SURVEY CONTROL
 JW0853  ___________________________________________________________________
 JW0853* NAD 83(1986)-  39 02 51.     (N)    079 59 53.     (W)     SCALED    
 JW0853* NAVD 88     -       495.053  (meters)    1624.19   (feet)  ADJUSTED  
 JW0853  ___________________________________________________________________
 JW0853  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JW0853  DYNAMIC HT  -         494.712 (meters)    1623.07  (feet)  COMP
 JW0853  MODELED GRAV-     979,921.9   (mgal)                       NAVD 88
 JW0853
 JW0853  VERT ORDER  -  FIRST     CLASS II
 JW0853
 JW0853.The horizontal coordinates were scaled from a topographic map and have
 JW0853.an estimated accuracy of +/- 6 seconds.
 JW0853
 JW0853.The orthometric height was determined by differential leveling
 JW0853.and adjusted by the National Geodetic Survey in June 1991..
 JW0853
 JW0853.The geoid height was determined by GEOID03.
 JW0853
 JW0853.The dynamic height is computed by dividing the NAVD 88
 JW0853.geopotential number by the normal gravity value computed on the
 JW0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0853.degrees latitude (g = 980.6199 gals.).
 JW0853
 JW0853.The modeled gravity was interpolated from observed gravity values.
 JW0853
 JW0853;                    North         East    Units  Estimated Accuracy
 JW0853;SPC WV N     -    60,900.      556,890.      MT  (+/- 180 meters Scaled)
 JW0853
 JW0853                          SUPERSEDED SURVEY CONTROL
 JW0853
 JW0853  NGVD 29 (??/??/92)  495.222  (m)         1624.74   (f) ADJ UNCH    1 2
 JW0853
 JW0853.Superseded values are not recommended for survey control.
 JW0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0853.See file dsdata.txt to determine how the superseded data were derived.
 JW0853
 JW0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND867225(NAD 83)
 JW0853_MARKER: DB = BENCH MARK DISK
 JW0853_SETTING: 80 = SET IN A BOULDER
 JW0853_SP_SET: BOULDER
 JW0853_STAMPING: J 2 1933
 JW0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0853+STABILITY: SURFACE MOTION
 JW0853
 JW0853  HISTORY     - Date     Condition        Report By
 JW0853  HISTORY     - 1933     MONUMENTED       CGS
 JW0853
 JW0853                          STATION DESCRIPTION
 JW0853
 JW0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JW0853'4.7 MI NW FROM BELINGTON.
 JW0853'4.7 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0853'BELINGTON, BARBOUR COUNTY, ABOUT 0.6 MILE SOUTH OF MILEPOST G 36,
 JW0853'ABOUT 3 YARDS WEST OF THE CENTER LINE OF THE TRACK, IN THE EAST
 JW0853'FACE OF A LARGE BOULDER, AND ABOUT 1 YARD HIGHER THAN THE BASE
 JW0853'OF THE RAIL.  A STANDARD DISK, STAMPED J 2 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0132 ***********************************************************************
 HX0132  DESIGNATION -  J 20
 HX0132  PID         -  HX0132
 HX0132  STATE/COUNTY-  WV/LEWIS
 HX0132  USGS QUAD   -  WALKERSVILLE (1976)
 HX0132
 HX0132                         *CURRENT SURVEY CONTROL
 HX0132  ___________________________________________________________________
 HX0132* NAD 83(1986)-  38 51 43.     (N)    080 22 52.     (W)     SCALED    
 HX0132* NAVD 88     -       413.962  (meters)    1358.14   (feet)  ADJUSTED  
 HX0132  ___________________________________________________________________
 HX0132  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HX0132  DYNAMIC HT  -         413.679 (meters)    1357.21  (feet)  COMP
 HX0132  MODELED GRAV-     979,932.9   (mgal)                       NAVD 88
 HX0132
 HX0132  VERT ORDER  -  SECOND    CLASS 0
 HX0132
 HX0132.The horizontal coordinates were scaled from a topographic map and have
 HX0132.an estimated accuracy of +/- 6 seconds.
 HX0132
 HX0132.The orthometric height was determined by differential leveling
 HX0132.and adjusted by the National Geodetic Survey in June 1991..
 HX0132
 HX0132.The geoid height was determined by GEOID03.
 HX0132
 HX0132.The dynamic height is computed by dividing the NAVD 88
 HX0132.geopotential number by the normal gravity value computed on the
 HX0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0132.degrees latitude (g = 980.6199 gals.).
 HX0132
 HX0132.The modeled gravity was interpolated from observed gravity values.
 HX0132
 HX0132;                    North         East    Units  Estimated Accuracy
 HX0132;SPC WV S     -   206,840.      653,720.      MT  (+/- 180 meters Scaled)
 HX0132
 HX0132                          SUPERSEDED SURVEY CONTROL
 HX0132
 HX0132  NGVD 29 (??/??/92)  414.174  (m)         1358.84   (f) ADJ UNCH    2 0
 HX0132
 HX0132.Superseded values are not recommended for survey control.
 HX0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0132.See file dsdata.txt to determine how the superseded data were derived.
 HX0132
 HX0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND536016(NAD 83)
 HX0132_MARKER: DB = BENCH MARK DISK
 HX0132_SETTING: 66 = SET IN ROCK OUTCROP
 HX0132_SP_SET: ROCK LEDGE
 HX0132_STAMPING: J 20 1935
 HX0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0132+STABILITY: POSITION/ELEVATION WELL
 HX0132
 HX0132  HISTORY     - Date     Condition        Report By
 HX0132  HISTORY     - 1935     MONUMENTED       CGS
 HX0132  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0132
 HX0132                          STATION DESCRIPTION
 HX0132
 HX0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0132'1.6 MI W FROM FRENCHTON.
 HX0132'IN LEWIS COUNTY, ABOUT 1.6 MILES WEST ALONG THE BALTIMORE AND
 HX0132'OHIO RAILROAD FROM THE STATION AT FRENCHTON, UPSHUR COUNTY, ABOUT
 HX0132'1 POLE WEST OF POLE 133+5, ABOUT 13 POLES WEST OF THE WEST
 HX0132'PORTAL OF A TUNNEL, ABOUT 105 FEET EAST OF THE WEST END OF A ROCK
 HX0132'CUT, 12 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN THE TOP
 HX0132'OF A ROCK LEDGE, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A
 HX0132'STANDARD DISK, STAMPED J 20 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0401 ***********************************************************************
 GX0401  DESIGNATION -  J 200
 GX0401  PID         -  GX0401
 GX0401  STATE/COUNTY-  WV/MONROE
 GX0401  USGS QUAD   -  PETERSTOWN (1984)
 GX0401
 GX0401                         *CURRENT SURVEY CONTROL
 GX0401  ___________________________________________________________________
 GX0401* NAD 83(1986)-  37 26 44.     (N)    080 46 45.     (W)     SCALED    
 GX0401* NAVD 88     -       586.568  (meters)    1924.43   (feet)  ADJUSTED  
 GX0401  ___________________________________________________________________
 GX0401  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX0401  DYNAMIC HT  -         586.068 (meters)    1922.79  (feet)  COMP
 GX0401  MODELED GRAV-     979,757.9   (mgal)                       NAVD 88
 GX0401
 GX0401  VERT ORDER  -  FIRST     CLASS II
 GX0401
 GX0401.The horizontal coordinates were scaled from a topographic map and have
 GX0401.an estimated accuracy of +/- 6 seconds.
 GX0401
 GX0401.The orthometric height was determined by differential leveling
 GX0401.and adjusted by the National Geodetic Survey in June 1991..
 GX0401.WARNING-Repeat measurements at this control monument indicate possible
 GX0401.vertical movement.
 GX0401
 GX0401.The geoid height was determined by GEOID03.
 GX0401
 GX0401.The dynamic height is computed by dividing the NAVD 88
 GX0401.geopotential number by the normal gravity value computed on the
 GX0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0401.degrees latitude (g = 980.6199 gals.).
 GX0401
 GX0401.The modeled gravity was interpolated from observed gravity values.
 GX0401
 GX0401;                    North         East    Units  Estimated Accuracy
 GX0401;SPC WV S     -    49,480.      619,540.      MT  (+/- 180 meters Scaled)
 GX0401
 GX0401                          SUPERSEDED SURVEY CONTROL
 GX0401
 GX0401  NGVD 29 (??/??/92)  586.697  (m)         1924.86   (f) ADJ UNCH    1 2
 GX0401
 GX0401.Superseded values are not recommended for survey control.
 GX0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0401.See file dsdata.txt to determine how the superseded data were derived.
 GX0401
 GX0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB195443(NAD 83)
 GX0401_MARKER: DB = BENCH MARK DISK
 GX0401_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX0401_STAMPING: J 200 1958
 GX0401_MARK LOGO: CGS   
 GX0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0401+STABILITY: SURFACE MOTION
 GX0401
 GX0401  HISTORY     - Date     Condition        Report By
 GX0401  HISTORY     - 1958     MONUMENTED       CGS
 GX0401  HISTORY     - 1984     GOOD             NGS
 GX0401
 GX0401                          STATION DESCRIPTION
 GX0401
 GX0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0401'3.6 MI NE FROM PETERSTOWN.
 GX0401'3.65 MILES NORTHEAST ALONG STATE HIGHWAY 12 FROM THE JUNCTION
 GX0401'OF U.S. HIGHWAY 219 AT PETERSTOWN, ABOUT 2.25 MILES SOUTH
 GX0401'ALONG STATE HIGHWAY 12 FROM THE ELEMENTARY SCHOOL AT BALLARD,
 GX0401'0.3 MILE SOUTH OF THE POST OFFICE AT CASHMERE, IN TOP OF THE
 GX0401'NORTH END OF THE WEST CONCRETE BASE FOR BANISTER OF 15-FOOT
 GX0401'BRIDGE ACROSS BRUSH CREEK, 14 FEET WEST OF CENTER LINE OF
 GX0401'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 GX0401
 GX0401                          STATION RECOVERY (1984)
 GX0401
 GX0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0706 ***********************************************************************
 GX0706  DESIGNATION -  J 201
 GX0706  PID         -  GX0706
 GX0706  STATE/COUNTY-  WV/SUMMERS
 GX0706  USGS QUAD   -  ALDERSON (1976)
 GX0706
 GX0706                         *CURRENT SURVEY CONTROL
 GX0706  ___________________________________________________________________
 GX0706* NAD 83(1986)-  37 39 48.     (N)    080 44 09.     (W)     SCALED    
 GX0706* NAVD 88     -       464.789  (meters)    1524.90   (feet)  ADJUSTED  
 GX0706  ___________________________________________________________________
 GX0706  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0706  DYNAMIC HT  -         464.403 (meters)    1523.63  (feet)  COMP
 GX0706  MODELED GRAV-     979,785.6   (mgal)                       NAVD 88
 GX0706
 GX0706  VERT ORDER  -  FIRST     CLASS II
 GX0706
 GX0706.The horizontal coordinates were scaled from a topographic map and have
 GX0706.an estimated accuracy of +/- 6 seconds.
 GX0706
 GX0706.The orthometric height was determined by differential leveling
 GX0706.and adjusted by the National Geodetic Survey in June 1991..
 GX0706
 GX0706.The geoid height was determined by GEOID03.
 GX0706
 GX0706.The dynamic height is computed by dividing the NAVD 88
 GX0706.geopotential number by the normal gravity value computed on the
 GX0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0706.degrees latitude (g = 980.6199 gals.).
 GX0706
 GX0706.The modeled gravity was interpolated from observed gravity values.
 GX0706
 GX0706;                    North         East    Units  Estimated Accuracy
 GX0706;SPC WV S     -    73,660.      623,310.      MT  (+/- 180 meters Scaled)
 GX0706
 GX0706                          SUPERSEDED SURVEY CONTROL
 GX0706
 GX0706  NGVD 29 (??/??/92)  464.953  (m)         1525.43   (f) ADJ UNCH    1 2
 GX0706
 GX0706.Superseded values are not recommended for survey control.
 GX0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0706.See file dsdata.txt to determine how the superseded data were derived.
 GX0706
 GX0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB232684(NAD 83)
 GX0706_MARKER: DB = BENCH MARK DISK
 GX0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0706_STAMPING: J 201 1958
 GX0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0706+STABILITY: SURFACE MOTION
 GX0706
 GX0706  HISTORY     - Date     Condition        Report By
 GX0706  HISTORY     - 1958     MONUMENTED       CGS
 GX0706  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0706
 GX0706                          STATION DESCRIPTION
 GX0706
 GX0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0706'2.5 MI NE FROM TALCOTT.
 GX0706'ABOUT 2.5 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0706'FROM THE STATION AT TALCOTT, ABOUT 1.3 MILES SOUTHWEST ALONG
 GX0706'THE C. AND O. RY. FROM A BLACK TOP ROAD CROSSING AT PENCE SPRINGS,
 GX0706'0.55 MILE NORTHEAST OF THE FLAG STATION AT LOWELL, 0.3 MILE
 GX0706'NORTHWEST OF MILEPOST 345, 34 FEET SOUTHWEST OF THE SOUTHWEST
 GX0706'RAIL OF THE SOUTHWEST TRACK, AT THE CROSSING OF A STEEL TOWER
 GX0706'HIGH TENSION LINE, 258 FEET NORTHWEST OF THE CENTER OF A PRIVATE
 GX0706'ROAD CROSSING THE SOUTHWEST TRACK, 4 FEET SOUTH OF TELEPHONE POLE
 GX0706'G, 23 FEET NORTH OF THE NORTH CORNER OF STEEL TOWER, 18 FEET
 GX0706'NORTHWEST OF A POINT BELOW THE CENTER WIRE OF HIGH POWER LINE,
 GX0706'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 GX0706'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GX0706
 GX0706                          STATION RECOVERY (1984)
 GX0706
 GX0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0706'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0706'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0678 ***********************************************************************
 GX0678  DESIGNATION -  J 202
 GX0678  PID         -  GX0678
 GX0678  STATE/COUNTY-  WV/GREENBRIER
 GX0678  USGS QUAD   -  FORT SPRING (1971)
 GX0678
 GX0678                         *CURRENT SURVEY CONTROL
 GX0678  ___________________________________________________________________
 GX0678* NAD 83(1986)-  37 44 40.     (N)    080 32 54.     (W)     SCALED    
 GX0678* NAVD 88     -       497.493  (meters)    1632.19   (feet)  ADJUSTED  
 GX0678  ___________________________________________________________________
 GX0678  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GX0678  DYNAMIC HT  -         497.087 (meters)    1630.86  (feet)  COMP
 GX0678  MODELED GRAV-     979,796.9   (mgal)                       NAVD 88
 GX0678
 GX0678  VERT ORDER  -  FIRST     CLASS II
 GX0678
 GX0678.The horizontal coordinates were scaled from a topographic map and have
 GX0678.an estimated accuracy of +/- 6 seconds.
 GX0678
 GX0678.The orthometric height was determined by differential leveling
 GX0678.and adjusted by the National Geodetic Survey in June 1991..
 GX0678
 GX0678.The geoid height was determined by GEOID03.
 GX0678
 GX0678.The dynamic height is computed by dividing the NAVD 88
 GX0678.geopotential number by the normal gravity value computed on the
 GX0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0678.degrees latitude (g = 980.6199 gals.).
 GX0678
 GX0678.The modeled gravity was interpolated from observed gravity values.
 GX0678
 GX0678;                    North         East    Units  Estimated Accuracy
 GX0678;SPC WV S     -    82,720.      639,810.      MT  (+/- 180 meters Scaled)
 GX0678
 GX0678                          SUPERSEDED SURVEY CONTROL
 GX0678
 GX0678  NGVD 29 (??/??/92)  497.658  (m)         1632.73   (f) ADJ UNCH    1 2
 GX0678
 GX0678.Superseded values are not recommended for survey control.
 GX0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0678.See file dsdata.txt to determine how the superseded data were derived.
 GX0678
 GX0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB397775(NAD 83)
 GX0678_MARKER: DB = BENCH MARK DISK
 GX0678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0678_SP_SET: TUNNEL
 GX0678_STAMPING: J 202 1958
 GX0678_MARK LOGO: CGS   
 GX0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0678
 GX0678  HISTORY     - Date     Condition        Report By
 GX0678  HISTORY     - 1958     MONUMENTED       CGS
 GX0678  HISTORY     - 1983     GOOD             NGS
 GX0678
 GX0678                          STATION DESCRIPTION
 GX0678
 GX0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0678'0.4 MI NW FROM FORT SPRING.
 GX0678'ABOUT 0.35 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAIWAY
 GX0678'FROM THE STATION AT FORT SPRING, 9.1 FEET SOUTH OF THE SOUTH
 GX0678'RAIL, SET VERTICALLY IN THE EAST FACE OF THE EAST TUNNEL HEAD
 GX0678'WALL OF MANNS TUNNEL, (THE NORTH ONE OF TWO AND FOR THE WEST
 GX0678'BOUND TRAFFIC) 2.6 FEET SOUTH OF INSIDE TUNNEL EDGE, 5 FEET ABOVE
 GX0678'THE GROUND, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 GX0678
 GX0678                          STATION RECOVERY (1983)
 GX0678
 GX0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1884 ***********************************************************************
 HX1884  DESIGNATION -  J 203
 HX1884  PID         -  HX1884
 HX1884  STATE/COUNTY-  WV/FAYETTE
 HX1884  USGS QUAD   -  MONTGOMERY (1976)
 HX1884
 HX1884                         *CURRENT SURVEY CONTROL
 HX1884  ___________________________________________________________________
 HX1884* NAD 83(1986)-  38 08 01.     (N)    081 16 02.     (W)     SCALED    
 HX1884* NAVD 88     -       202.896  (meters)     665.67   (feet)  ADJUSTED  
 HX1884  ___________________________________________________________________
 HX1884  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HX1884  DYNAMIC HT  -         202.750 (meters)     665.19  (feet)  COMP
 HX1884  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 HX1884
 HX1884  VERT ORDER  -  FIRST     CLASS II
 HX1884
 HX1884.The horizontal coordinates were scaled from a topographic map and have
 HX1884.an estimated accuracy of +/- 6 seconds.
 HX1884
 HX1884.The orthometric height was determined by differential leveling
 HX1884.and adjusted by the National Geodetic Survey in June 1991..
 HX1884
 HX1884.The geoid height was determined by GEOID03.
 HX1884
 HX1884.The dynamic height is computed by dividing the NAVD 88
 HX1884.geopotential number by the normal gravity value computed on the
 HX1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1884.degrees latitude (g = 980.6199 gals.).
 HX1884
 HX1884.The modeled gravity was interpolated from observed gravity values.
 HX1884
 HX1884;                    North         East    Units  Estimated Accuracy
 HX1884;SPC WV S     -   125,850.      576,570.      MT  (+/- 180 meters Scaled)
 HX1884
 HX1884                          SUPERSEDED SURVEY CONTROL
 HX1884
 HX1884  NGVD 29 (??/??/92)  203.083  (m)          666.28   (f) ADJ UNCH    1 2
 HX1884
 HX1884.Superseded values are not recommended for survey control.
 HX1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1884.See file dsdata.txt to determine how the superseded data were derived.
 HX1884
 HX1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC765206(NAD 83)
 HX1884_MARKER: DB = BENCH MARK DISK
 HX1884_SETTING: 66 = SET IN ROCK OUTCROP
 HX1884_SP_SET: ROCK CUT
 HX1884_STAMPING: J 203 1959
 HX1884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1884+STABILITY: POSITION/ELEVATION WELL
 HX1884
 HX1884  HISTORY     - Date     Condition        Report By
 HX1884  HISTORY     - 1959     MONUMENTED       CGS
 HX1884
 HX1884                          STATION DESCRIPTION
 HX1884
 HX1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1884'0.5 MI SE FROM ALLOY.
 HX1884'ABOUT 0.5 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX1884'THE STATION AT ALLOY, 0.2 MILE NORTHWEST OF THE NORTH END OF THE
 HX1884'VIRGINIAN RAILROAD BRIDGE OVER KANAWHA RIVER, 66 FEET NORTHEAST
 HX1884'OF AND ACROSS U.S. HIGHWAYS 21 AND 60 FROM THE NORTHEAST RAIL OF
 HX1884'THE MAIN TRACK, 23 FEET NORTHEAST OF THE CENTER LINE OF THE
 HX1884'HIGHWAY, SET VERTICALLY IN THE SOUTHWEST FACE AND NEAR THE
 HX1884'NORTHWEST END OF A HUGE ROCK CUT ON THE NORTHEAST SIDE OF THE
 HX1884'HIGHWAY, 65 FEET SOUTHEAST OF THE NORTHWEST END OF THE ROCK, AND
 HX1884'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1857 ***********************************************************************
 HX1857  DESIGNATION -  J 204
 HX1857  PID         -  HX1857
 HX1857  STATE/COUNTY-  WV/FAYETTE
 HX1857  USGS QUAD   -  FAYETTEVILLE (1976)
 HX1857
 HX1857                         *CURRENT SURVEY CONTROL
 HX1857  ___________________________________________________________________
 HX1857* NAD 83(1986)-  38 03 07.     (N)    081 02 52.     (W)     SCALED    
 HX1857* NAVD 88     -       287.085  (meters)     941.88   (feet)  ADJUSTED  
 HX1857  ___________________________________________________________________
 HX1857  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HX1857  DYNAMIC HT  -         286.857 (meters)     941.13  (feet)  COMP
 HX1857  MODELED GRAV-     979,827.7   (mgal)                       NAVD 88
 HX1857
 HX1857  VERT ORDER  -  FIRST     CLASS II
 HX1857
 HX1857.The horizontal coordinates were scaled from a topographic map and have
 HX1857.an estimated accuracy of +/- 6 seconds.
 HX1857
 HX1857.The orthometric height was determined by differential leveling
 HX1857.and adjusted by the National Geodetic Survey in June 1991..
 HX1857
 HX1857.The geoid height was determined by GEOID03.
 HX1857
 HX1857.The dynamic height is computed by dividing the NAVD 88
 HX1857.geopotential number by the normal gravity value computed on the
 HX1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1857.degrees latitude (g = 980.6199 gals.).
 HX1857
 HX1857.The modeled gravity was interpolated from observed gravity values.
 HX1857
 HX1857;                    North         East    Units  Estimated Accuracy
 HX1857;SPC WV S     -   116,750.      595,810.      MT  (+/- 180 meters Scaled)
 HX1857
 HX1857                          SUPERSEDED SURVEY CONTROL
 HX1857
 HX1857  NGVD 29 (??/??/92)  287.248  (m)          942.41   (f) ADJ UNCH    1 2
 HX1857
 HX1857.Superseded values are not recommended for survey control.
 HX1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1857.See file dsdata.txt to determine how the superseded data were derived.
 HX1857
 HX1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC958115(NAD 83)
 HX1857_MARKER: DB = BENCH MARK DISK
 HX1857_SETTING: 66 = SET IN ROCK OUTCROP
 HX1857_SP_SET: ROCK SLOPE
 HX1857_STAMPING: J 204 1959
 HX1857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1857+STABILITY: POSITION/ELEVATION WELL
 HX1857
 HX1857  HISTORY     - Date     Condition        Report By
 HX1857  HISTORY     - 1959     MONUMENTED       CGS
 HX1857
 HX1857                          STATION DESCRIPTION
 HX1857
 HX1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1857'0.7 MI NW FROM NUTTALL.
 HX1857'ABOUT 0.7 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1857'FROM THE STATION AT NUTTALL, ABOUT 12 1/2 RAILS WEST OF MILEPOST
 HX1857'402, 19 1/2 FEET SOUTH OF THE SOUTH RAIL, 12 FEET WEST OF THE
 HX1857'4TH. TELEPHONE POLE WEST OF THE MILEPOST, IN TOP OF A 25-FOOT-WIDE
 HX1857'ROCK THAT SLOPES FROM THE TOP OF THE RAILROAD GRADE DOWN TO THE
 HX1857'RIVER, 3 1/2 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE ROCK,
 HX1857'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2040 ***********************************************************************
 HX2040  DESIGNATION -  J 205
 HX2040  PID         -  HX2040
 HX2040  STATE/COUNTY-  WV/KANAWHA
 HX2040  USGS QUAD   -  BELLE (1977)
 HX2040
 HX2040                         *CURRENT SURVEY CONTROL
 HX2040  ___________________________________________________________________
 HX2040* NAD 83(1986)-  38 14 05.     (N)    081 32 24.     (W)     SCALED    
 HX2040* NAVD 88     -       187.817  (meters)     616.20   (feet)  ADJUSTED  
 HX2040  ___________________________________________________________________
 HX2040  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HX2040  DYNAMIC HT  -         187.685 (meters)     615.76  (feet)  COMP
 HX2040  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 HX2040
 HX2040  VERT ORDER  -  FIRST     CLASS II
 HX2040
 HX2040.The horizontal coordinates were scaled from a topographic map and have
 HX2040.an estimated accuracy of +/- 6 seconds.
 HX2040
 HX2040.The orthometric height was determined by differential leveling
 HX2040.and adjusted by the National Geodetic Survey in June 1991..
 HX2040
 HX2040.The geoid height was determined by GEOID03.
 HX2040
 HX2040.The dynamic height is computed by dividing the NAVD 88
 HX2040.geopotential number by the normal gravity value computed on the
 HX2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2040.degrees latitude (g = 980.6199 gals.).
 HX2040
 HX2040.The modeled gravity was interpolated from observed gravity values.
 HX2040
 HX2040;                    North         East    Units  Estimated Accuracy
 HX2040;SPC WV S     -   137,180.      552,730.      MT  (+/- 180 meters Scaled)
 HX2040
 HX2040                          SUPERSEDED SURVEY CONTROL
 HX2040
 HX2040  NGVD 29 (??/??/92)  188.012  (m)          616.84   (f) ADJ UNCH    1 2
 HX2040
 HX2040.Superseded values are not recommended for survey control.
 HX2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2040.See file dsdata.txt to determine how the superseded data were derived.
 HX2040
 HX2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC527319(NAD 83)
 HX2040_MARKER: DB = BENCH MARK DISK
 HX2040_SETTING: 66 = SET IN ROCK OUTCROP
 HX2040_SP_SET: ROCK LEDGE
 HX2040_STAMPING: J 205 1959
 HX2040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2040+STABILITY: POSITION/ELEVATION WELL
 HX2040
 HX2040  HISTORY     - Date     Condition        Report By
 HX2040  HISTORY     - 1959     MONUMENTED       CGS
 HX2040
 HX2040                          STATION DESCRIPTION
 HX2040
 HX2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX2040'AT BELLE.
 HX2040'AT BELLE, ABOUT 0.3 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL
 HX2040'RAILROAD FROM THE STATION, 0.1 MILE NORTHWEST OF MILEPOST 137,
 HX2040'ABOUT 45 YARDS NORTHEAST OF THE TRACK, ON THE NORTHEAST SIDE OF
 HX2040'A NEW HIGHWAY NOW UNDER CONSTRUCTION, ABOUT 30 FEET NORTHWEST
 HX2040'OF THE CENTER LINE OF FOURTH STREET EAST, 64 FEET NORTHEAST OF
 HX2040'THE CENTER LINE OF THE NEW HIGHWAY, SET VERTICALLY IN THE
 HX2040'SOUTHWEST FACE OF A ROCK AT THE SOUTHEAST END OF A 4-FOOT-HIGH
 HX2040'LEDGE OF ROCK AT THE BASE OF A HUGH CUT, 18 FEET NORTH OF THE
 HX2040'NORTHEAST END OF A 30-INCH PIPE CULVERT WITH A CONCRETE HEAD
 HX2040'WALL, 2 1/2 FEET ABOVE THE GROUND, AND ABOUT 6 FEET ABOVE THE
 HX2040'LEVEL OF THE TRACK, AND ABOUT LEVEL WITH THE NEW HIGHWAY GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0760 ***********************************************************************
 GX0760  DESIGNATION -  J 206
 GX0760  PID         -  GX0760
 GX0760  STATE/COUNTY-  WV/FAYETTE
 GX0760  USGS QUAD   -  DANESE (1987)
 GX0760
 GX0760                         *CURRENT SURVEY CONTROL
 GX0760  ___________________________________________________________________
 GX0760* NAD 83(1986)-  37 58 22.     (N)    080 58 43.     (W)     SCALED    
 GX0760* NAVD 88     -       831.238  (meters)    2727.15   (feet)  ADJUSTED  
 GX0760  ___________________________________________________________________
 GX0760  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX0760  DYNAMIC HT  -         830.571 (meters)    2724.97  (feet)  COMP
 GX0760  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 GX0760
 GX0760  VERT ORDER  -  SECOND    CLASS 0
 GX0760
 GX0760.The horizontal coordinates were scaled from a topographic map and have
 GX0760.an estimated accuracy of +/- 6 seconds.
 GX0760
 GX0760.The orthometric height was determined by differential leveling
 GX0760.and adjusted by the National Geodetic Survey in June 1991..
 GX0760
 GX0760.The geoid height was determined by GEOID03.
 GX0760
 GX0760.The dynamic height is computed by dividing the NAVD 88
 GX0760.geopotential number by the normal gravity value computed on the
 GX0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0760.degrees latitude (g = 980.6199 gals.).
 GX0760
 GX0760.The modeled gravity was interpolated from observed gravity values.
 GX0760
 GX0760;                    North         East    Units  Estimated Accuracy
 GX0760;SPC WV S     -   107,970.      601,880.      MT  (+/- 180 meters Scaled)
 GX0760
 GX0760                          SUPERSEDED SURVEY CONTROL
 GX0760
 GX0760  NGVD 29 (??/??/92)  831.408  (m)         2727.71   (f) ADJ UNCH    2 0
 GX0760
 GX0760.Superseded values are not recommended for survey control.
 GX0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0760.See file dsdata.txt to determine how the superseded data were derived.
 GX0760
 GX0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC018027(NAD 83)
 GX0760_MARKER: DB = BENCH MARK DISK
 GX0760_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0760_SP_SET: UNSPECIFIED ROCK
 GX0760_STAMPING: J 206 1961
 GX0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0760
 GX0760  HISTORY     - Date     Condition        Report By
 GX0760  HISTORY     - 1961     MONUMENTED       CGS
 GX0760  HISTORY     - 1980     GOOD             LOCSUR
 GX0760
 GX0760                          STATION DESCRIPTION
 GX0760
 GX0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0760'4 MI SE FROM SEWELL.
 GX0760'ABOUT 4.05 MILES SOUTHEAST ALONG A ROUGH MOUNTAIN ROAD FROM THE
 GX0760'CHESAPEAKE AND OHIO RAILWAY STATION AT SEWELL, 1.05 MILES
 GX0760'NORTHWEST OF THE JUNCTION OF A ROAD LEADING SOUTH, AT THE OUTSIDE
 GX0760'OF A LONG CURVE, SET IN THE TOP OF A FLAT ROCK THAT REACHES FROM
 GX0760'THE CENTER OF THE ROAD ACROSS THE SIDE DITCH, 13 FEET NORTHEAST OF
 GX0760'THE CENTER LINE OF THE ROAD AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 GX0760
 GX0760                          STATION RECOVERY (1980)
 GX0760
 GX0760'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0774 ***********************************************************************
 GX0774  DESIGNATION -  J 207
 GX0774  PID         -  GX0774
 GX0774  STATE/COUNTY-  WV/FAYETTE
 GX0774  USGS QUAD   -  DANESE (1987)
 GX0774
 GX0774                         *CURRENT SURVEY CONTROL
 GX0774  ___________________________________________________________________
 GX0774* NAD 83(1986)-  37 55 04.     (N)    080 56 50.     (W)     SCALED    
 GX0774* NAVD 88     -       825.439  (meters)    2708.13   (feet)  ADJUSTED  
 GX0774  ___________________________________________________________________
 GX0774  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX0774  DYNAMIC HT  -         824.762 (meters)    2705.91  (feet)  COMP
 GX0774  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 GX0774
 GX0774  VERT ORDER  -  SECOND    CLASS 0
 GX0774
 GX0774.The horizontal coordinates were scaled from a topographic map and have
 GX0774.an estimated accuracy of +/- 6 seconds.
 GX0774
 GX0774.The orthometric height was determined by differential leveling
 GX0774.and adjusted by the National Geodetic Survey in June 1991..
 GX0774
 GX0774.The geoid height was determined by GEOID03.
 GX0774
 GX0774.The dynamic height is computed by dividing the NAVD 88
 GX0774.geopotential number by the normal gravity value computed on the
 GX0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0774.degrees latitude (g = 980.6199 gals.).
 GX0774
 GX0774.The modeled gravity was interpolated from observed gravity values.
 GX0774
 GX0774;                    North         East    Units  Estimated Accuracy
 GX0774;SPC WV S     -   101,860.      604,640.      MT  (+/- 180 meters Scaled)
 GX0774
 GX0774                          SUPERSEDED SURVEY CONTROL
 GX0774
 GX0774  NGVD 29 (??/??/92)  825.597  (m)         2708.65   (f) ADJ UNCH    2 0
 GX0774
 GX0774.Superseded values are not recommended for survey control.
 GX0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0774.See file dsdata.txt to determine how the superseded data were derived.
 GX0774
 GX0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB046966(NAD 83)
 GX0774_MARKER: DB = BENCH MARK DISK
 GX0774_SETTING: 66 = SET IN ROCK OUTCROP
 GX0774_SP_SET: ROCK CUT
 GX0774_STAMPING: J 207 1961
 GX0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0774+STABILITY: POSITION/ELEVATION WELL
 GX0774
 GX0774  HISTORY     - Date     Condition        Report By
 GX0774  HISTORY     - 1961     MONUMENTED       CGS
 GX0774
 GX0774                          STATION DESCRIPTION
 GX0774
 GX0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0774'1.8 MI NE FROM LAYLAND.
 GX0774'ABOUT 1.75 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM A CONCRETE
 GX0774'BLOCK CHURCH AT LAYLAND, ABOUT 55 YARDS SOUTHWEST OF THE JUNCTION
 GX0774'OF A NARROW DIRT ROAD LEADING SOUTH, SET VERTICALLY IN THE
 GX0774'SOUTHEAST FACE OF A ROCK CUT THAT IS 40 YARDS LONG AND 12 FEET
 GX0774'HIGH, 16 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET
 GX0774'NORTHEAST OF THE SOUTHWEST END OF THE CUT AND 3 FEET ABOVE THE
 GX0774'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0807 ***********************************************************************
 GX0807  DESIGNATION -  J 208
 GX0807  PID         -  GX0807
 GX0807  STATE/COUNTY-  WV/SUMMERS
 GX0807  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0807
 GX0807                         *CURRENT SURVEY CONTROL
 GX0807  ___________________________________________________________________
 GX0807* NAD 83(1986)-  37 48 18.     (N)    080 49 03.     (W)     SCALED    
 GX0807* NAVD 88     -       471.754  (meters)    1547.75   (feet)  ADJUSTED  
 GX0807  ___________________________________________________________________
 GX0807  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0807  DYNAMIC HT  -         471.373 (meters)    1546.50  (feet)  COMP
 GX0807  MODELED GRAV-     979,808.7   (mgal)                       NAVD 88
 GX0807
 GX0807  VERT ORDER  -  SECOND    CLASS 0
 GX0807
 GX0807.The horizontal coordinates were scaled from a topographic map and have
 GX0807.an estimated accuracy of +/- 6 seconds.
 GX0807
 GX0807.The orthometric height was determined by differential leveling
 GX0807.and adjusted by the National Geodetic Survey in June 1991..
 GX0807
 GX0807.The geoid height was determined by GEOID03.
 GX0807
 GX0807.The dynamic height is computed by dividing the NAVD 88
 GX0807.geopotential number by the normal gravity value computed on the
 GX0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0807.degrees latitude (g = 980.6199 gals.).
 GX0807
 GX0807.The modeled gravity was interpolated from observed gravity values.
 GX0807
 GX0807;                    North         East    Units  Estimated Accuracy
 GX0807;SPC WV S     -    89,360.      616,070.      MT  (+/- 180 meters Scaled)
 GX0807
 GX0807                          SUPERSEDED SURVEY CONTROL
 GX0807
 GX0807  NGVD 29 (??/??/92)  471.924  (m)         1548.30   (f) ADJ UNCH    2 0
 GX0807
 GX0807.Superseded values are not recommended for survey control.
 GX0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0807.See file dsdata.txt to determine how the superseded data were derived.
 GX0807
 GX0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB160841(NAD 83)
 GX0807_MARKER: DB = BENCH MARK DISK
 GX0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0807_SP_SET: CULVERT
 GX0807_STAMPING: J 208 1961
 GX0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0807
 GX0807  HISTORY     - Date     Condition        Report By
 GX0807  HISTORY     - 1961     MONUMENTED       CGS
 GX0807  HISTORY     - 1980     GOOD             LOCSUR
 GX0807
 GX0807                          STATION DESCRIPTION
 GX0807
 GX0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0807'1.7 MI SW FROM ELTON.
 GX0807'ABOUT 1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE CHURCH
 GX0807'OF CHRIST AT ELTON, ABOUT 155 YARDS SOUTHWEST OF THE SOUTHWEST
 GX0807'CORNER OF THE GREEN SULPHUR SPRINGS GRADE SCHOOL, AT THE OUTSIDE
 GX0807'OF A LONG CURVE, AT THE JUNCTION OF A DRIVE LEADING NORTHWEST TO
 GX0807'A TWO-STORY BRICK HOUSE, SET ON THE TOP OF THE SOUTHWEST END
 GX0807'OF THE SOUTHEAST CONCRETE HEADWALL OF A 5 FOOT BOX CULVERT UNDER
 GX0807'THE HIGHWAY, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GX0807'1 FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL AND 3
 GX0807'FEET BELOW THE LEVEL OF THE HIGHWAY.
 GX0807
 GX0807                          STATION RECOVERY (1980)
 GX0807
 GX0807'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0834 ***********************************************************************
 GX0834  DESIGNATION -  J 209
 GX0834  PID         -  GX0834
 GX0834  STATE/COUNTY-  WV/GREENBRIER
 GX0834  USGS QUAD   -  RAINELLE (1976)
 GX0834
 GX0834                         *CURRENT SURVEY CONTROL
 GX0834  ___________________________________________________________________
 GX0834* NAD 83(1986)-  37 57 20.     (N)    080 47 37.     (W)     SCALED    
 GX0834* NAVD 88     -       734.924  (meters)    2411.16   (feet)  ADJUSTED  
 GX0834  ___________________________________________________________________
 GX0834  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX0834  DYNAMIC HT  -         734.307 (meters)    2409.14  (feet)  COMP
 GX0834  MODELED GRAV-     979,765.9   (mgal)                       NAVD 88
 GX0834
 GX0834  VERT ORDER  -  SECOND    CLASS 0
 GX0834
 GX0834.The horizontal coordinates were scaled from a topographic map and have
 GX0834.an estimated accuracy of +/- 6 seconds.
 GX0834
 GX0834.The orthometric height was determined by differential leveling
 GX0834.and adjusted by the National Geodetic Survey in June 1991..
 GX0834
 GX0834.The geoid height was determined by GEOID03.
 GX0834
 GX0834.The dynamic height is computed by dividing the NAVD 88
 GX0834.geopotential number by the normal gravity value computed on the
 GX0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0834.degrees latitude (g = 980.6199 gals.).
 GX0834
 GX0834.The modeled gravity was interpolated from observed gravity values.
 GX0834
 GX0834;                    North         East    Units  Estimated Accuracy
 GX0834;SPC WV S     -   106,080.      618,140.      MT  (+/- 180 meters Scaled)
 GX0834
 GX0834                          SUPERSEDED SURVEY CONTROL
 GX0834
 GX0834  NGVD 29 (??/??/92)  735.063  (m)         2411.62   (f) ADJ UNCH    2 0
 GX0834
 GX0834.Superseded values are not recommended for survey control.
 GX0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0834.See file dsdata.txt to determine how the superseded data were derived.
 GX0834
 GX0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC181009(NAD 83)
 GX0834_MARKER: DB = BENCH MARK DISK
 GX0834_SETTING: 66 = SET IN ROCK OUTCROP
 GX0834_SP_SET: ROCK LEDGE
 GX0834_STAMPING: J 209 1961
 GX0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0834+STABILITY: POSITION/ELEVATION WELL
 GX0834
 GX0834  HISTORY     - Date     Condition        Report By
 GX0834  HISTORY     - 1961     MONUMENTED       CGS
 GX0834
 GX0834                          STATION DESCRIPTION
 GX0834
 GX0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0834'1.2 MI SW FROM RAINELLE.
 GX0834'ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM ITS
 GX0834'JUNCTION WITH U.S. HIGHWAY 60 AT RAINELLE, ABOUT 0.9 MILES
 GX0834'SOUTHWEST OF A 15-FOOT CONCRETE BRIDGE OVER WOLFPEN CREEK, ABOUT
 GX0834'50 YARDS NORTH AND ACROSS THE HIGHWAY FROM A TWO-STORY CONCRETE
 GX0834'BLOCK HOUSE, SET ON TOP AND AT THE SOUTH CORNER OF A ROCK LEDGE
 GX0834'THAT IS 18 FEET LONG AND 2 FEET HIGH, 33 FEET NORTHWEST OF THE
 GX0834'CENTER LINE OF THE HIGHWAY, 1/2 FOOT NORTH OF THE SOUTH CORNER OF
 GX0834'THE ROCK AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0477 ***********************************************************************
 JX0477  DESIGNATION -  J 21
 JX0477  PID         -  JX0477
 JX0477  STATE/COUNTY-  WV/MARSHALL
 JX0477  USGS QUAD   -  POWHATAN POINT (1984)
 JX0477
 JX0477                         *CURRENT SURVEY CONTROL
 JX0477  ___________________________________________________________________
 JX0477* NAD 83(1986)-  39 46 38.     (N)    080 51 10.     (W)     SCALED    
 JX0477* NAVD 88     -       194.720  (meters)     638.84   (feet)  POSTED    
 JX0477  ___________________________________________________________________
 JX0477  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JX0477  DYNAMIC HT  -         194.610 (meters)     638.48  (feet)  COMP
 JX0477  MODELED GRAV-     980,047.5   (mgal)                       NAVD 88
 JX0477
 JX0477  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JX0477
 JX0477.The horizontal coordinates were scaled from a topographic map and have
 JX0477.an estimated accuracy of +/- 6 seconds.
 JX0477
 JX0477.The orthometric height was determined by differential leveling
 JX0477.and adjusted by the National Geodetic Survey in 1992..
 JX0477.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JX0477.rate greater than 8.0 mm/km.
 JX0477
 JX0477.The geoid height was determined by GEOID03.
 JX0477
 JX0477.The dynamic height is computed by dividing the NAVD 88
 JX0477.geopotential number by the normal gravity value computed on the
 JX0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0477.degrees latitude (g = 980.6199 gals.).
 JX0477
 JX0477.The modeled gravity was interpolated from observed gravity values.
 JX0477
 JX0477;                    North         East    Units  Estimated Accuracy
 JX0477;SPC WV N     -   142,670.      484,120.      MT  (+/- 180 meters Scaled)
 JX0477
 JX0477                          SUPERSEDED SURVEY CONTROL
 JX0477
 JX0477  NGVD 29 (??/??/92)  194.920  (m)          639.50   (f) ADJ UNCH    1 2
 JX0477
 JX0477.Superseded values are not recommended for survey control.
 JX0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0477.See file dsdata.txt to determine how the superseded data were derived.
 JX0477
 JX0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE126030(NAD 83)
 JX0477_MARKER: DB = BENCH MARK DISK
 JX0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0477_STAMPING: J 21 1935
 JX0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0477+STABILITY: SURFACE MOTION
 JX0477
 JX0477  HISTORY     - Date     Condition        Report By
 JX0477  HISTORY     - 1935     MONUMENTED       CGS
 JX0477  HISTORY     - 1958     MARK NOT FOUND   NGS
 JX0477  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0477
 JX0477                          STATION DESCRIPTION
 JX0477
 JX0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX0477'0.8 MI N FROM CLARINGTON.
 JX0477'0.8 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0477'STATION AT CLARINGTON, MARSHALL COUNTY, 35 FEET NORTHWEST OF THE
 JX0477'CENTER OF STATE HIGHWAY 2, 20 FEET SOUTHEAST OF THE CENTER OF THE
 JX0477'TRACK, AND 5 FEET WEST OF POLE 26+5.  A STANDARD DISK STAMPED
 JX0477'J 21 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JX0477
 JX0477                          STATION RECOVERY (1983)
 JX0477
 JX0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0477'NOT RECOVERED, A SEARCH WAS MADE AND MILEAGE POLE 26+5 HAS BEEN
 JX0477'REPLACED AND NO EVIDENCE OF MARK WAS FOUND.  ALSO, THERE IS A DRAINAGE
 JX0477'DITCH AT THE MARK LOCATION, CONSIDER DESTROYED.  NOTE--THE MARK WAS
 JX0477'NOT RECOVERED IN FEBRUARY 1958 BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0935 ***********************************************************************
 GX0935  DESIGNATION -  J 210
 GX0935  PID         -  GX0935
 GX0935  STATE/COUNTY-  WV/GREENBRIER
 GX0935  USGS QUAD   -  RUPERT (1981)
 GX0935
 GX0935                         *CURRENT SURVEY CONTROL
 GX0935  ___________________________________________________________________
 GX0935* NAD 83(1986)-  37 59 36.     (N)    080 44 03.     (W)     SCALED    
 GX0935* NAVD 88     -       735.689  (meters)    2413.67   (feet)  ADJUSTED  
 GX0935  ___________________________________________________________________
 GX0935  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX0935  DYNAMIC HT  -         735.081 (meters)    2411.68  (feet)  COMP
 GX0935  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 GX0935
 GX0935  VERT ORDER  -  SECOND    CLASS 0
 GX0935
 GX0935.The horizontal coordinates were scaled from a topographic map and have
 GX0935.an estimated accuracy of +/- 6 seconds.
 GX0935
 GX0935.The orthometric height was determined by differential leveling
 GX0935.and adjusted by the National Geodetic Survey in June 1991..
 GX0935
 GX0935.The geoid height was determined by GEOID03.
 GX0935
 GX0935.The dynamic height is computed by dividing the NAVD 88
 GX0935.geopotential number by the normal gravity value computed on the
 GX0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0935.degrees latitude (g = 980.6199 gals.).
 GX0935
 GX0935.The modeled gravity was interpolated from observed gravity values.
 GX0935
 GX0935;                    North         East    Units  Estimated Accuracy
 GX0935;SPC WV S     -   110,280.      623,350.      MT  (+/- 180 meters Scaled)
 GX0935
 GX0935                          SUPERSEDED SURVEY CONTROL
 GX0935
 GX0935  NGVD 29 (??/??/92)  735.831  (m)         2414.14   (f) ADJ UNCH    2 0
 GX0935
 GX0935.Superseded values are not recommended for survey control.
 GX0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0935.See file dsdata.txt to determine how the superseded data were derived.
 GX0935
 GX0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC233051(NAD 83)
 GX0935_MARKER: DB = BENCH MARK DISK
 GX0935_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0935_SP_SET: UNSPECIFIED ROCK
 GX0935_STAMPING: J 210 1961
 GX0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0935
 GX0935  HISTORY     - Date     Condition        Report By
 GX0935  HISTORY     - 1961     MONUMENTED       CGS
 GX0935
 GX0935                          STATION DESCRIPTION
 GX0935
 GX0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0935'0.7 MI SE FROM CHARMCO.
 GX0935'ABOUT 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 GX0935'OF STATE HIGHWAY 20 AT CHARMCO, 0.1 MILE NORTH OF THE GORDON
 GX0935'FREEWILL BAPTIST CHURCH, NEAR THE JUNCTION OF A DRIVE LEADING
 GX0935'EAST, SET ON THE TOP OF A ROCK THAT IS 10 FEET LONG AND 2 1/2
 GX0935'FEET WIDE, NEAR THE SOUTHWEST CORNER OF A LAWN, 48 FEET EAST
 GX0935'OF THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTH OF THE CENTER LINE
 GX0935'OF THE DRIVE, 1 FOOT NORTH OF THE SOUTH EDGE OF THE ROCK AND 5
 GX0935'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0860 ***********************************************************************
 GX0860  DESIGNATION -  J 211
 GX0860  PID         -  GX0860
 GX0860  STATE/COUNTY-  WV/SUMMERS
 GX0860  USGS QUAD   -  TALCOTT (1968)
 GX0860
 GX0860                         *CURRENT SURVEY CONTROL
 GX0860  ___________________________________________________________________
 GX0860* NAD 83(1986)-  37 44 10.     (N)    080 46 18.     (W)     SCALED    
 GX0860* NAVD 88     -       862.882  (meters)    2830.97   (feet)  ADJUSTED  
 GX0860  ___________________________________________________________________
 GX0860  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GX0860  DYNAMIC HT  -         862.131 (meters)    2828.51  (feet)  COMP
 GX0860  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 GX0860
 GX0860  VERT ORDER  -  SECOND    CLASS 0
 GX0860
 GX0860.The horizontal coordinates were scaled from a topographic map and have
 GX0860.an estimated accuracy of +/- 6 seconds.
 GX0860
 GX0860.The orthometric height was determined by differential leveling
 GX0860.and adjusted by the National Geodetic Survey in June 1991..
 GX0860
 GX0860.The geoid height was determined by GEOID03.
 GX0860
 GX0860.The dynamic height is computed by dividing the NAVD 88
 GX0860.geopotential number by the normal gravity value computed on the
 GX0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0860.degrees latitude (g = 980.6199 gals.).
 GX0860
 GX0860.The modeled gravity was interpolated from observed gravity values.
 GX0860
 GX0860;                    North         East    Units  Estimated Accuracy
 GX0860;SPC WV S     -    81,720.      620,130.      MT  (+/- 180 meters Scaled)
 GX0860
 GX0860                          SUPERSEDED SURVEY CONTROL
 GX0860
 GX0860  NGVD 29 (??/??/92)  863.021  (m)         2831.43   (f) ADJ UNCH    2 0
 GX0860
 GX0860.Superseded values are not recommended for survey control.
 GX0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0860.See file dsdata.txt to determine how the superseded data were derived.
 GX0860
 GX0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB201765(NAD 83)
 GX0860_MARKER: DB = BENCH MARK DISK
 GX0860_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0860_SP_SET: UNSPECIFIED ROCK
 GX0860_STAMPING: J 211 1961
 GX0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0860
 GX0860  HISTORY     - Date     Condition        Report By
 GX0860  HISTORY     - 1961     MONUMENTED       CGS
 GX0860
 GX0860                          STATION DESCRIPTION
 GX0860
 GX0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0860'10.4 MI W FROM ALDERSON.
 GX0860'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0860'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 8.1 MILES
 GX0860'WEST ALONG A BLACK TOP AND GRADED ROAD, ABOUT 0.25 MILE NORTHEAST
 GX0860'OF A Y JUNCTION, AT ABOUT THE CENTER OF A SHORT CURVE, SET ON
 GX0860'THE TOP OF A TRIANGULAR SHAPED ROCK THAT IS 3 FEET HIGH AND 3
 GX0860'FEET WIDE AND PROJECTS OUT OF A LO-FOOT HIGH BANK, 13 FEET NORTH
 GX0860'OF THE CENTER LINE OF THE ROAD, 3 FEET ABOVE THE LEVEL OF THE
 GX0860'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0902 ***********************************************************************
 GX0902  DESIGNATION -  J 212
 GX0902  PID         -  GX0902
 GX0902  STATE/COUNTY-  WV/SUMMERS
 GX0902  USGS QUAD   -  DAWSON (1971)
 GX0902
 GX0902                         *CURRENT SURVEY CONTROL
 GX0902  ___________________________________________________________________
 GX0902* NAD 83(1986)-  37 47 20.     (N)    080 42 35.     (W)     SCALED    
 GX0902* NAVD 88     -       930.150  (meters)    3051.67   (feet)  ADJUSTED  
 GX0902  ___________________________________________________________________
 GX0902  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0902  DYNAMIC HT  -         929.382 (meters)    3049.15  (feet)  COMP
 GX0902  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GX0902
 GX0902  VERT ORDER  -  SECOND    CLASS 0
 GX0902
 GX0902.The horizontal coordinates were scaled from a topographic map and have
 GX0902.an estimated accuracy of +/- 6 seconds.
 GX0902
 GX0902.The orthometric height was determined by differential leveling
 GX0902.and adjusted by the National Geodetic Survey in June 1991..
 GX0902
 GX0902.The geoid height was determined by GEOID03.
 GX0902
 GX0902.The dynamic height is computed by dividing the NAVD 88
 GX0902.geopotential number by the normal gravity value computed on the
 GX0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0902.degrees latitude (g = 980.6199 gals.).
 GX0902
 GX0902.The modeled gravity was interpolated from observed gravity values.
 GX0902
 GX0902;                    North         East    Units  Estimated Accuracy
 GX0902;SPC WV S     -    87,600.      625,570.      MT  (+/- 180 meters Scaled)
 GX0902
 GX0902                          SUPERSEDED SURVEY CONTROL
 GX0902
 GX0902  NGVD 29 (??/??/92)  930.325  (m)         3052.24   (f) ADJ UNCH    2 0
 GX0902
 GX0902.Superseded values are not recommended for survey control.
 GX0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0902.See file dsdata.txt to determine how the superseded data were derived.
 GX0902
 GX0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB255824(NAD 83)
 GX0902_MARKER: DB = BENCH MARK DISK
 GX0902_SETTING: 66 = SET IN ROCK OUTCROP
 GX0902_SP_SET: ROCK LEDGE
 GX0902_STAMPING: J 212 1961
 GX0902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0902+STABILITY: POSITION/ELEVATION WELL
 GX0902
 GX0902  HISTORY     - Date     Condition        Report By
 GX0902  HISTORY     - 1961     MONUMENTED       CGS
 GX0902
 GX0902                          STATION DESCRIPTION
 GX0902
 GX0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0902'3.5 MI SE FROM GRASSY MEADOWS.
 GX0902'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 GX0902'POST OFFICE AT GRASSY MEADOWS, THENCE 2.2 MILES SOUTH ALONG A
 GX0902'ROUGH GRADED ROAD, 67 YARDS SOUTHEAST OF A T ROAD JUNCTION,
 GX0902'ON THE SOUTHEAST SLOPE AND NEAR THE TOP OF A SHORT STEEP HILL,
 GX0902'SET ON THE TOP OF A ROCK LEDGE THAT IS ABOUT 40 FEET LONG AND
 GX0902'3 1/2 FEET HIGH, 10 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 GX0902'6 FEET SOUTHEAST OF THE NORTHWEST END OF THE ROCK, AND ABOUT 4
 GX0902'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0984 ***********************************************************************
 GX0984  DESIGNATION -  J 213
 GX0984  PID         -  GX0984
 GX0984  STATE/COUNTY-  WV/FAYETTE
 GX0984  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0984
 GX0984                         *CURRENT SURVEY CONTROL
 GX0984  ___________________________________________________________________
 GX0984* NAD 83(1986)-  37 52 02.     (N)    080 45 54.     (W)     SCALED    
 GX0984* NAVD 88     -       750.435  (meters)    2462.05   (feet)  ADJUSTED  
 GX0984  ___________________________________________________________________
 GX0984  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX0984  DYNAMIC HT  -         749.802 (meters)    2459.98  (feet)  COMP
 GX0984  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 GX0984
 GX0984  VERT ORDER  -  SECOND    CLASS 0
 GX0984
 GX0984.The horizontal coordinates were scaled from a topographic map and have
 GX0984.an estimated accuracy of +/- 6 seconds.
 GX0984
 GX0984.The orthometric height was determined by differential leveling
 GX0984.and adjusted by the National Geodetic Survey in June 1991..
 GX0984
 GX0984.The geoid height was determined by GEOID03.
 GX0984
 GX0984.The dynamic height is computed by dividing the NAVD 88
 GX0984.geopotential number by the normal gravity value computed on the
 GX0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0984.degrees latitude (g = 980.6199 gals.).
 GX0984
 GX0984.The modeled gravity was interpolated from observed gravity values.
 GX0984
 GX0984;                    North         East    Units  Estimated Accuracy
 GX0984;SPC WV S     -    96,280.      620,680.      MT  (+/- 180 meters Scaled)
 GX0984
 GX0984                          SUPERSEDED SURVEY CONTROL
 GX0984
 GX0984  NGVD 29 (??/??/92)  750.578  (m)         2462.52   (f) ADJ UNCH    2 0
 GX0984
 GX0984.Superseded values are not recommended for survey control.
 GX0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0984.See file dsdata.txt to determine how the superseded data were derived.
 GX0984
 GX0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB206911(NAD 83)
 GX0984_MARKER: DB = BENCH MARK DISK
 GX0984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0984_SP_SET: CULVERT
 GX0984_STAMPING: J 213 1961
 GX0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0984
 GX0984  HISTORY     - Date     Condition        Report By
 GX0984  HISTORY     - 1961     MONUMENTED       CGS
 GX0984
 GX0984                          STATION DESCRIPTION
 GX0984
 GX0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0984'2.8 MI E FROM SPRINGDALE.
 GX0984'ABOUT 2.8 MILES EAST ALONG A BLACK TOP ROAD FROM ITS JUNCTION
 GX0984'WITH STATE HIGHWAY 20 AT SPRINGDALE, 0.15 MILE SOUTHEAST OF THE
 GX0984'JUNCTION OF A GRADED ROAD LEADING NORTH, SET ON THE TOP OF THE
 GX0984'NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF AN 8 FOOT
 GX0984'STONE BOX CULVERT UNDER THE ROAD, 12 FEET NORTHEAST OF THE CENTER
 GX0984'LINE OF THE ROAD, 1/2 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 GX0984'HEADWALL AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0918 ***********************************************************************
 GX0918  DESIGNATION -  J 214
 GX0918  PID         -  GX0918
 GX0918  STATE/COUNTY-  WV/GREENBRIER
 GX0918  USGS QUAD   -  RUPERT (1981)
 GX0918
 GX0918                         *CURRENT SURVEY CONTROL
 GX0918  ___________________________________________________________________
 GX0918* NAD 83(1986)-  37 53 54.     (N)    080 42 51.     (W)     SCALED    
 GX0918* NAVD 88     -       748.324  (meters)    2455.13   (feet)  ADJUSTED  
 GX0918  ___________________________________________________________________
 GX0918  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX0918  DYNAMIC HT  -         747.694 (meters)    2453.06  (feet)  COMP
 GX0918  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 GX0918
 GX0918  VERT ORDER  -  SECOND    CLASS 0
 GX0918
 GX0918.The horizontal coordinates were scaled from a topographic map and have
 GX0918.an estimated accuracy of +/- 6 seconds.
 GX0918
 GX0918.The orthometric height was determined by differential leveling
 GX0918.and adjusted by the National Geodetic Survey in June 1991..
 GX0918
 GX0918.The geoid height was determined by GEOID03.
 GX0918
 GX0918.The dynamic height is computed by dividing the NAVD 88
 GX0918.geopotential number by the normal gravity value computed on the
 GX0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0918.degrees latitude (g = 980.6199 gals.).
 GX0918
 GX0918.The modeled gravity was interpolated from observed gravity values.
 GX0918
 GX0918;                    North         East    Units  Estimated Accuracy
 GX0918;SPC WV S     -    99,740.      625,140.      MT  (+/- 180 meters Scaled)
 GX0918
 GX0918                          SUPERSEDED SURVEY CONTROL
 GX0918
 GX0918  NGVD 29 (??/??/92)  748.467  (m)         2455.60   (f) ADJ UNCH    2 0
 GX0918
 GX0918.Superseded values are not recommended for survey control.
 GX0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0918.See file dsdata.txt to determine how the superseded data were derived.
 GX0918
 GX0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB251945(NAD 83)
 GX0918_MARKER: DB = BENCH MARK DISK
 GX0918_SETTING: 66 = SET IN ROCK OUTCROP
 GX0918_SP_SET: ROCK CUT
 GX0918_STAMPING: J 214 1961
 GX0918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0918+STABILITY: POSITION/ELEVATION WELL
 GX0918
 GX0918  HISTORY     - Date     Condition        Report By
 GX0918  HISTORY     - 1961     MONUMENTED       CGS
 GX0918
 GX0918                          STATION DESCRIPTION
 GX0918
 GX0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0918'4.1 MI NW FROM DAWSON.
 GX0918'ABOUT 1.45 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM A T
 GX0918'ROAD JUNCTION AT DAWSON, THENCE 2.65 MILES NORTH ALONG A BLACK
 GX0918'TOP ROAD, 0.45 MILE NORTH OF THE JUNCTION OF A ROAD LEADING
 GX0918'WEST, ON THE NORTHEAST SLOPE OF A HILL, ON THE OUTSIDE AND NEAR
 GX0918'THE SOUTHWEST END OF A CURVE, SET VERTICALLY IN THE NORTH FACE
 GX0918'OF A ROCK THAT IS 4 FEET LONG AND 1 1/2 FEET HIGH, ROCK PROJECTS
 GX0918'OUT OF A 10-FOOT CUT, 16 FEET SOUTHEAST OF THE CENTER LINE OF
 GX0918'THE ROAD AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1332 ***********************************************************************
 HX1332  DESIGNATION -  J 215
 HX1332  PID         -  HX1332
 HX1332  STATE/COUNTY-  WV/GREENBRIER
 HX1332  USGS QUAD   -  DUO (1995)
 HX1332
 HX1332                         *CURRENT SURVEY CONTROL
 HX1332  ___________________________________________________________________
 HX1332* NAD 83(1986)-  38 03 15.     (N)    080 37 07.     (W)     SCALED    
 HX1332* NAVD 88     -       944.482  (meters)    3098.69   (feet)  ADJUSTED  
 HX1332  ___________________________________________________________________
 HX1332  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HX1332  DYNAMIC HT  -         943.673 (meters)    3096.03  (feet)  COMP
 HX1332  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 HX1332
 HX1332  VERT ORDER  -  SECOND    CLASS 0
 HX1332
 HX1332.The horizontal coordinates were scaled from a topographic map and have
 HX1332.an estimated accuracy of +/- 6 seconds.
 HX1332
 HX1332.The orthometric height was determined by differential leveling
 HX1332.and adjusted by the National Geodetic Survey in June 1991..
 HX1332
 HX1332.The geoid height was determined by GEOID03.
 HX1332
 HX1332.The dynamic height is computed by dividing the NAVD 88
 HX1332.geopotential number by the normal gravity value computed on the
 HX1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1332.degrees latitude (g = 980.6199 gals.).
 HX1332
 HX1332.The modeled gravity was interpolated from observed gravity values.
 HX1332
 HX1332;                    North         East    Units  Estimated Accuracy
 HX1332;SPC WV S     -   117,070.      633,470.      MT  (+/- 180 meters Scaled)
 HX1332
 HX1332                          SUPERSEDED SURVEY CONTROL
 HX1332
 HX1332  NGVD 29 (??/??/92)  944.600  (m)         3099.08   (f) ADJ UNCH    2 0
 HX1332
 HX1332.Superseded values are not recommended for survey control.
 HX1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1332.See file dsdata.txt to determine how the superseded data were derived.
 HX1332
 HX1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC334118(NAD 83)
 HX1332_MARKER: DB = BENCH MARK DISK
 HX1332_SETTING: 66 = SET IN ROCK OUTCROP
 HX1332_SP_SET: ROCK CUT
 HX1332_STAMPING: J 215 1961
 HX1332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1332+STABILITY: POSITION/ELEVATION WELL
 HX1332
 HX1332  HISTORY     - Date     Condition        Report By
 HX1332  HISTORY     - 1961     MONUMENTED       CGS
 HX1332
 HX1332                          STATION DESCRIPTION
 HX1332
 HX1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1332'8.4 MI N FROM RUPERT.
 HX1332'ABOUT 8.4 MILES NORTH ALONG A BLACK TOP ROAD FROM THE HIGH
 HX1332'SCHOOL BUILDING AT RUPERT, ON THE SOUTHWEST SLOPE OF A LONG
 HX1332'CROOKED HILL, AT THE OUTSIDE OF A LONG CURVE, SET VERTICALLY IN
 HX1332'THE SOUTH FACE OF A HUGH ROCK CUT, 22 FEET NORTHWEST OF THE
 HX1332'CENTER LINE OF THE ROAD, 13 FEET SOUTHWEST OF A CORNER ON THE
 HX1332'FACE OF THE CUT WHERE THE ROCK EXTENDS TO THE NORTH AND
 HX1332'SOUTHWEST AND IS UNDER THE HIGHEST PART OF THE CUT, 3 FEET
 HX1332'ABOVE THE LEVEL OF THE GROUND AND 4 1/2 FEET ABOVE THE LEVEL
 HX1332'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1001 ***********************************************************************
 GX1001  DESIGNATION -  J 216
 GX1001  PID         -  GX1001
 GX1001  STATE/COUNTY-  WV/GREENBRIER
 GX1001  USGS QUAD   -  ALDERSON (1976)
 GX1001
 GX1001                         *CURRENT SURVEY CONTROL
 GX1001  ___________________________________________________________________
 GX1001* NAD 83(1986)-  37 44 02.     (N)    080 37 40.     (W)     SCALED    
 GX1001* NAVD 88     -       483.003  (meters)    1584.65   (feet)  ADJUSTED  
 GX1001  ___________________________________________________________________
 GX1001  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX1001  DYNAMIC HT  -         482.610 (meters)    1583.36  (feet)  COMP
 GX1001  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 GX1001
 GX1001  VERT ORDER  -  FIRST     CLASS II
 GX1001
 GX1001.The horizontal coordinates were scaled from a topographic map and have
 GX1001.an estimated accuracy of +/- 6 seconds.
 GX1001
 GX1001.The orthometric height was determined by differential leveling
 GX1001.and adjusted by the National Geodetic Survey in June 1991..
 GX1001
 GX1001.The geoid height was determined by GEOID03.
 GX1001
 GX1001.The dynamic height is computed by dividing the NAVD 88
 GX1001.geopotential number by the normal gravity value computed on the
 GX1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1001.degrees latitude (g = 980.6199 gals.).
 GX1001
 GX1001.The modeled gravity was interpolated from observed gravity values.
 GX1001
 GX1001;                    North         East    Units  Estimated Accuracy
 GX1001;SPC WV S     -    81,520.      632,810.      MT  (+/- 180 meters Scaled)
 GX1001
 GX1001                          SUPERSEDED SURVEY CONTROL
 GX1001
 GX1001  NGVD 29 (??/??/92)  483.176  (m)         1585.22   (f) ADJ UNCH    1 2
 GX1001
 GX1001.Superseded values are not recommended for survey control.
 GX1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1001.See file dsdata.txt to determine how the superseded data were derived.
 GX1001
 GX1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB327763(NAD 83)
 GX1001_MARKER: DB = BENCH MARK DISK
 GX1001_SETTING: 66 = SET IN ROCK OUTCROP
 GX1001_SP_SET: ROCK
 GX1001_STAMPING: J 216 1961
 GX1001_MARK LOGO: CGS   
 GX1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1001+STABILITY: POSITION/ELEVATION WELL
 GX1001
 GX1001  HISTORY     - Date     Condition        Report By
 GX1001  HISTORY     - 1961     MONUMENTED       CGS
 GX1001  HISTORY     - 1983     GOOD             NGS
 GX1001
 GX1001                          STATION DESCRIPTION
 GX1001
 GX1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1001'1.4 MI NE FROM ALDERSON.
 GX1001'ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 12 FROM THE NORTH
 GX1001'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, 0.8 MILE NORTH
 GX1001'OF THE JUNCTION OF STATE HIGHWAY 63, 0.9 MILE SOUTHWEST OF THE
 GX1001'JUNCTION OF COUNTY ROAD NO. 4, 0.25 MILE NORTHEAST OF THE
 GX1001'JUNCTION OF A SIDE ROAD LEADING NORTH, SET VERTICALLY IN THE
 GX1001'SOUTHEAST FACE OF A ROCK THAT IS 25 FEET LONG AND 5 FEET HIGH,
 GX1001'17 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET
 GX1001'NORTHEAST OF THE SOUTHWEST END OF THE ROCK, 3 FEET ABOVE THE LEVEL
 GX1001'OF THE GROUND AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX1001
 GX1001                          STATION RECOVERY (1983)
 GX1001
 GX1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1034 ***********************************************************************
 GX1034  DESIGNATION -  J 217
 GX1034  PID         -  GX1034
 GX1034  STATE/COUNTY-  WV/GREENBRIER
 GX1034  USGS QUAD   -  DAWSON (1971)
 GX1034
 GX1034                         *CURRENT SURVEY CONTROL
 GX1034  ___________________________________________________________________
 GX1034* NAD 83(1986)-  37 50 16.     (N)    080 40 50.     (W)     SCALED    
 GX1034* NAVD 88     -       734.522  (meters)    2409.84   (feet)  ADJUSTED  
 GX1034  ___________________________________________________________________
 GX1034  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX1034  DYNAMIC HT  -         733.903 (meters)    2407.81  (feet)  COMP
 GX1034  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 GX1034
 GX1034  VERT ORDER  -  SECOND    CLASS 0
 GX1034
 GX1034.The horizontal coordinates were scaled from a topographic map and have
 GX1034.an estimated accuracy of +/- 6 seconds.
 GX1034
 GX1034.The orthometric height was determined by differential leveling
 GX1034.and adjusted by the National Geodetic Survey in June 1991..
 GX1034
 GX1034.The geoid height was determined by GEOID03.
 GX1034
 GX1034.The dynamic height is computed by dividing the NAVD 88
 GX1034.geopotential number by the normal gravity value computed on the
 GX1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1034.degrees latitude (g = 980.6199 gals.).
 GX1034
 GX1034.The modeled gravity was interpolated from observed gravity values.
 GX1034
 GX1034;                    North         East    Units  Estimated Accuracy
 GX1034;SPC WV S     -    93,030.      628,120.      MT  (+/- 180 meters Scaled)
 GX1034
 GX1034                          SUPERSEDED SURVEY CONTROL
 GX1034
 GX1034  NGVD 29 (??/??/92)  734.671  (m)         2410.33   (f) ADJ UNCH    2 0
 GX1034
 GX1034.Superseded values are not recommended for survey control.
 GX1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1034.See file dsdata.txt to determine how the superseded data were derived.
 GX1034
 GX1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB281878(NAD 83)
 GX1034_MARKER: DB = BENCH MARK DISK
 GX1034_SETTING: 66 = SET IN ROCK OUTCROP
 GX1034_SP_SET: ROCK LEDGE
 GX1034_STAMPING: J 217 1961
 GX1034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1034+STABILITY: POSITION/ELEVATION WELL
 GX1034
 GX1034  HISTORY     - Date     Condition        Report By
 GX1034  HISTORY     - 1961     MONUMENTED       CGS
 GX1034
 GX1034                          STATION DESCRIPTION
 GX1034
 GX1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1034'2.8 MI SE FROM DAWSON.
 GX1034'ABOUT 1.4 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM A T ROAD
 GX1034'JUNCTION AT DAWSON, THENCE 1.35 MILES EASTERLY ALONG A ROUGH
 GX1034'GRADED MOUNTAIN ROAD, 0.35 MILE EAST OF THE JUNCTION OF A NARROW
 GX1034'DIRT ROAD LEADING SOUTHWEST, ABOUT 30 YARDS WEST OF THE JUNCTION
 GX1034'OF AN OLD ABANDONED ROAD LEADING NORTHEAST, SET ON THE TOP OF A
 GX1034'ROCK LEDGE THAT IS 2 FEET LONG AND 1/2 FOOT WIDE AND IS LOCATED
 GX1034'AT THE BASE OF A 12 FOOT HIGH CUT, 13 FEET SOUTHWEST OF THE CENTER
 GX1034'LINE OF THE ROAD, 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1982 ***********************************************************************
 HX1982  DESIGNATION -  J 218
 HX1982  PID         -  HX1982
 HX1982  STATE/COUNTY-  WV/FAYETTE
 HX1982  USGS QUAD   -  ANSTED (1976)
 HX1982
 HX1982                         *CURRENT SURVEY CONTROL
 HX1982  ___________________________________________________________________
 HX1982* NAD 83(1986)-  38 10 50.     (N)    081 06 06.     (W)     SCALED    
 HX1982* NAVD 88     -       363.402  (meters)    1192.26   (feet)  ADJUSTED  
 HX1982  ___________________________________________________________________
 HX1982  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 HX1982  DYNAMIC HT  -         363.137 (meters)    1191.39  (feet)  COMP
 HX1982  MODELED GRAV-     979,891.4   (mgal)                       NAVD 88
 HX1982
 HX1982  VERT ORDER  -  SECOND    CLASS 0
 HX1982
 HX1982.The horizontal coordinates were scaled from a topographic map and have
 HX1982.an estimated accuracy of +/- 6 seconds.
 HX1982
 HX1982.The orthometric height was determined by differential leveling
 HX1982.and adjusted by the National Geodetic Survey in June 1991..
 HX1982
 HX1982.The geoid height was determined by GEOID03.
 HX1982
 HX1982.The dynamic height is computed by dividing the NAVD 88
 HX1982.geopotential number by the normal gravity value computed on the
 HX1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1982.degrees latitude (g = 980.6199 gals.).
 HX1982
 HX1982.The modeled gravity was interpolated from observed gravity values.
 HX1982
 HX1982;                    North         East    Units  Estimated Accuracy
 HX1982;SPC WV S     -   131,030.      591,090.      MT  (+/- 180 meters Scaled)
 HX1982
 HX1982                          SUPERSEDED SURVEY CONTROL
 HX1982
 HX1982  NGVD 29 (??/??/92)  363.581  (m)         1192.85   (f) ADJ UNCH    2 0
 HX1982
 HX1982.Superseded values are not recommended for survey control.
 HX1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1982.See file dsdata.txt to determine how the superseded data were derived.
 HX1982
 HX1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC910258(NAD 83)
 HX1982_MARKER: DB = BENCH MARK DISK
 HX1982_SETTING: 66 = SET IN ROCK OUTCROP
 HX1982_SP_SET: ROCK LEDGE
 HX1982_STAMPING: J 218 1961
 HX1982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1982+STABILITY: POSITION/ELEVATION WELL
 HX1982
 HX1982  HISTORY     - Date     Condition        Report By
 HX1982  HISTORY     - 1961     MONUMENTED       CGS
 HX1982
 HX1982                          STATION DESCRIPTION
 HX1982
 HX1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1982'5.4 MI N FROM ANSTED.
 HX1982'ABOUT 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1982'HIGH SCHOOL AT ANSTED, THENCE 4.95 MILES NORTH ALONG A BLACK TOP
 HX1982'AND GRADED ROAD, ABOUT 5.25 MILES SOUTHEAST OF THE SOUTHWEST END
 HX1982'OF THE CHESAPEAKE AND OHIO RAILWAY BRIDGE OVER THE GAULEY RIVER AT
 HX1982'BEECH GLEN, 0.15 MILE SOUTHEAST OF A ROAD JUNCTION AT THE SMALL
 HX1982'VILLAGE OF ROMONT, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK
 HX1982'LEDGE THAT IS ABOUT 0.1 MILE LONG AND IS ALONG THE SIDE OF A HILL,
 HX1982'18 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 50 YARDS NORTH
 HX1982'AND ACROSS RICH CREEK AND THE ROAD FROM THE NORTH CORNER OF AN
 HX1982'ABANDONED FRAME HOUSE, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1142 ***********************************************************************
 HX1142  DESIGNATION -  J 219
 HX1142  PID         -  HX1142
 HX1142  STATE/COUNTY-  WV/FAYETTE
 HX1142  USGS QUAD   -  FAYETTEVILLE (1976)
 HX1142
 HX1142                         *CURRENT SURVEY CONTROL
 HX1142  ___________________________________________________________________
 HX1142* NAD 83(1986)-  38 06 42.     (N)    081 00 01.     (W)     SCALED    
 HX1142* NAVD 88     -       681.427  (meters)    2235.65   (feet)  ADJUSTED  
 HX1142  ___________________________________________________________________
 HX1142  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HX1142  DYNAMIC HT  -         680.894 (meters)    2233.90  (feet)  COMP
 HX1142  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 HX1142
 HX1142  VERT ORDER  -  SECOND    CLASS 0
 HX1142
 HX1142.The horizontal coordinates were scaled from a topographic map and have
 HX1142.an estimated accuracy of +/- 6 seconds.
 HX1142
 HX1142.The orthometric height was determined by differential leveling
 HX1142.and adjusted by the National Geodetic Survey in June 1991..
 HX1142
 HX1142.The geoid height was determined by GEOID03.
 HX1142
 HX1142.The dynamic height is computed by dividing the NAVD 88
 HX1142.geopotential number by the normal gravity value computed on the
 HX1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1142.degrees latitude (g = 980.6199 gals.).
 HX1142
 HX1142.The modeled gravity was interpolated from observed gravity values.
 HX1142
 HX1142;                    North         East    Units  Estimated Accuracy
 HX1142;SPC WV S     -   123,380.      599,980.      MT  (+/- 180 meters Scaled)
 HX1142
 HX1142                          SUPERSEDED SURVEY CONTROL
 HX1142
 HX1142  NGVD 29 (??/??/92)  681.594  (m)         2236.20   (f) ADJ UNCH    2 0
 HX1142
 HX1142.Superseded values are not recommended for survey control.
 HX1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1142.See file dsdata.txt to determine how the superseded data were derived.
 HX1142
 HX1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC999182(NAD 83)
 HX1142_MARKER: DB = BENCH MARK DISK
 HX1142_SETTING: 66 = SET IN ROCK OUTCROP
 HX1142_SP_SET: ROCK CUT
 HX1142_STAMPING: J 219 1961
 HX1142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1142+STABILITY: POSITION/ELEVATION WELL
 HX1142
 HX1142  HISTORY     - Date     Condition        Report By
 HX1142  HISTORY     - 1961     MONUMENTED       CGS
 HX1142
 HX1142                          STATION DESCRIPTION
 HX1142
 HX1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1142'4.4 MI NW FROM LOOKOUT.
 HX1142'ABOUT 4.45 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL
 HX1142'HIGH SCHOOL AT LOOKOUT, ON A LONG SLOPING HILL, ABOUT 0.55 MILE
 HX1142'SOUTHEAST OF THE JUNCTION OF A BLACK TOP ROAD, SET VERTICALLY
 HX1142'IN THE NORTHEAST FACE OF A ROCK CUT, 31 FEET SOUTHWEST OF THE
 HX1142'CENTER LINE OF THE HIGHWAY, 75 FEET NORTHWEST OF THE SOUTHEAST
 HX1142'END OF THE ROCK AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0512 ***********************************************************************
 JX0512  DESIGNATION -  J 22
 JX0512  PID         -  JX0512
 JX0512  STATE/COUNTY-  WV/MARSHALL
 JX0512  USGS QUAD   -  CAMERON (1988)
 JX0512
 JX0512                         *CURRENT SURVEY CONTROL
 JX0512  ___________________________________________________________________
 JX0512* NAD 83(1986)-  39 49 35.     (N)    080 33 58.     (W)     SCALED    
 JX0512* NAVD 88     -       322.942  (meters)    1059.52   (feet)  ADJUSTED  
 JX0512  ___________________________________________________________________
 JX0512  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JX0512  DYNAMIC HT  -         322.755 (meters)    1058.91  (feet)  COMP
 JX0512  MODELED GRAV-     980,038.1   (mgal)                       NAVD 88
 JX0512
 JX0512  VERT ORDER  -  FIRST     CLASS II
 JX0512
 JX0512.The horizontal coordinates were scaled from a topographic map and have
 JX0512.an estimated accuracy of +/- 6 seconds.
 JX0512
 JX0512.The orthometric height was determined by differential leveling
 JX0512.and adjusted by the National Geodetic Survey in June 1991..
 JX0512
 JX0512.The geoid height was determined by GEOID03.
 JX0512
 JX0512.The dynamic height is computed by dividing the NAVD 88
 JX0512.geopotential number by the normal gravity value computed on the
 JX0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0512.degrees latitude (g = 980.6199 gals.).
 JX0512
 JX0512.The modeled gravity was interpolated from observed gravity values.
 JX0512
 JX0512;                    North         East    Units  Estimated Accuracy
 JX0512;SPC WV N     -   147,800.      508,740.      MT  (+/- 180 meters Scaled)
 JX0512
 JX0512                          SUPERSEDED SURVEY CONTROL
 JX0512
 JX0512  NGVD 29 (??/??/92)  323.075  (m)         1059.96   (f) ADJ UNCH    1 2
 JX0512
 JX0512.Superseded values are not recommended for survey control.
 JX0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0512.See file dsdata.txt to determine how the superseded data were derived.
 JX0512
 JX0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE371085(NAD 83)
 JX0512_MARKER: DB = BENCH MARK DISK
 JX0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0512_STAMPING: J 22 1935
 JX0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0512+STABILITY: SURFACE MOTION
 JX0512
 JX0512  HISTORY     - Date     Condition        Report By
 JX0512  HISTORY     - 1935     MONUMENTED       CGS
 JX0512
 JX0512                          STATION DESCRIPTION
 JX0512
 JX0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0512'AT CAMERON.
 JX0512'AT CAMERON, MARSHALL COUNTY, 55 FEET WEST OF THE WEST SIDE OF
 JX0512'THE BALTIMORE AND OHIO RAILROAD STATION, 45 FEET EAST OF THE
 JX0512'CENTERLINE OF U.S. HIGHWAY 250, 35 FEET NORTH OF THE CENTERLINE
 JX0512'OF THE MAIN TRACK, IN THE SOUTH SIDE OF THE RAILROAD PARK, AND
 JX0512'AT THE EDGE OF THE CURB.  A STANDARD DISK, STAMPED J 22 1935
 JX0512'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1968 ***********************************************************************
 HX1968  DESIGNATION -  J 220
 HX1968  PID         -  HX1968
 HX1968  STATE/COUNTY-  WV/FAYETTE
 HX1968  USGS QUAD   -  ANSTED (1976)
 HX1968
 HX1968                         *CURRENT SURVEY CONTROL
 HX1968  ___________________________________________________________________
 HX1968* NAD 83(1986)-  38 10 18.     (N)    081 01 48.     (W)     SCALED    
 HX1968* NAVD 88     -       459.096  (meters)    1506.22   (feet)  ADJUSTED  
 HX1968  ___________________________________________________________________
 HX1968  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HX1968  DYNAMIC HT  -         458.753 (meters)    1505.09  (feet)  COMP
 HX1968  MODELED GRAV-     979,866.7   (mgal)                       NAVD 88
 HX1968
 HX1968  VERT ORDER  -  SECOND    CLASS 0
 HX1968
 HX1968.The horizontal coordinates were scaled from a topographic map and have
 HX1968.an estimated accuracy of +/- 6 seconds.
 HX1968
 HX1968.The orthometric height was determined by differential leveling
 HX1968.and adjusted by the National Geodetic Survey in June 1991..
 HX1968
 HX1968.The geoid height was determined by GEOID03.
 HX1968
 HX1968.The dynamic height is computed by dividing the NAVD 88
 HX1968.geopotential number by the normal gravity value computed on the
 HX1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1968.degrees latitude (g = 980.6199 gals.).
 HX1968
 HX1968.The modeled gravity was interpolated from observed gravity values.
 HX1968
 HX1968;                    North         East    Units  Estimated Accuracy
 HX1968;SPC WV S     -   130,040.      597,370.      MT  (+/- 180 meters Scaled)
 HX1968
 HX1968                          SUPERSEDED SURVEY CONTROL
 HX1968
 HX1968  NGVD 29 (??/??/92)  459.272  (m)         1506.79   (f) ADJ UNCH    2 0
 HX1968
 HX1968.Superseded values are not recommended for survey control.
 HX1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1968.See file dsdata.txt to determine how the superseded data were derived.
 HX1968
 HX1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC973248(NAD 83)
 HX1968_MARKER: DB = BENCH MARK DISK
 HX1968_SETTING: 66 = SET IN ROCK OUTCROP
 HX1968_SP_SET: ROCK OUTCROP
 HX1968_STAMPING: J 220 1961
 HX1968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1968+STABILITY: POSITION/ELEVATION WELL
 HX1968
 HX1968  HISTORY     - Date     Condition        Report By
 HX1968  HISTORY     - 1961     MONUMENTED       CGS
 HX1968
 HX1968                          STATION DESCRIPTION
 HX1968
 HX1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1968'6.8 MI NE FROM ANSTED.
 HX1968'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1968'HIGH SCHOOL AT ANSTED, THENCE 5.35 MILES NORTHEAST ALONG A BLACK
 HX1968'TOP ROAD, 0.15 MILE SOUTHEAST OF THE JUNCTION OF ROADS AT RAMSEY,
 HX1968'SET ON THE TOP OF A 25-BY-25 FOOT OUTCROP THAT IS IN THE YARDS
 HX1968'OF A ONE-STORY FRAME HOUSE WITH BRICK SIDING, 22 FEET SOUTHWEST
 HX1968'OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHEAST OF POWER POLE
 HX1968'NO. 372B21, 54 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 HX1968'2 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK AND 2 FEET
 HX1968'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1166 ***********************************************************************
 HX1166  DESIGNATION -  J 221
 HX1166  PID         -  HX1166
 HX1166  STATE/COUNTY-  WV/NICHOLAS
 HX1166  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1166
 HX1166                         *CURRENT SURVEY CONTROL
 HX1166  ___________________________________________________________________
 HX1166* NAD 83(1986)-  38 10 27.     (N)    080 52 29.     (W)     SCALED    
 HX1166* NAVD 88     -       559.567  (meters)    1835.85   (feet)  ADJUSTED  
 HX1166  ___________________________________________________________________
 HX1166  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 HX1166  DYNAMIC HT  -         559.135 (meters)    1834.43  (feet)  COMP
 HX1166  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 HX1166
 HX1166  VERT ORDER  -  SECOND    CLASS 0
 HX1166
 HX1166.The horizontal coordinates were scaled from a topographic map and have
 HX1166.an estimated accuracy of +/- 6 seconds.
 HX1166
 HX1166.The orthometric height was determined by differential leveling
 HX1166.and adjusted by the National Geodetic Survey in June 1991..
 HX1166
 HX1166.The geoid height was determined by GEOID03.
 HX1166
 HX1166.The dynamic height is computed by dividing the NAVD 88
 HX1166.geopotential number by the normal gravity value computed on the
 HX1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1166.degrees latitude (g = 980.6199 gals.).
 HX1166
 HX1166.The modeled gravity was interpolated from observed gravity values.
 HX1166
 HX1166;                    North         East    Units  Estimated Accuracy
 HX1166;SPC WV S     -   130,330.      610,980.      MT  (+/- 180 meters Scaled)
 HX1166
 HX1166                          SUPERSEDED SURVEY CONTROL
 HX1166
 HX1166  NGVD 29 (??/??/92)  559.732  (m)         1836.39   (f) ADJ UNCH    2 0
 HX1166
 HX1166.Superseded values are not recommended for survey control.
 HX1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1166.See file dsdata.txt to determine how the superseded data were derived.
 HX1166
 HX1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC109251(NAD 83)
 HX1166_MARKER: DB = BENCH MARK DISK
 HX1166_SETTING: 66 = SET IN ROCK OUTCROP
 HX1166_SP_SET: ROCK CUT
 HX1166_STAMPING: J 221 1961
 HX1166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1166+STABILITY: POSITION/ELEVATION WELL
 HX1166
 HX1166  HISTORY     - Date     Condition        Report By
 HX1166  HISTORY     - 1961     MONUMENTED       CGS
 HX1166
 HX1166                          STATION DESCRIPTION
 HX1166
 HX1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1166'5.8 MI N FROM NALLEN.
 HX1166'ABOUT 5.85 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE CENTER OF
 HX1166'THE LARGE BRIDGE OVER MEADOW RIVER AT NALLEN, ABOUT 0.4 MILE
 HX1166'SOUTH OF THE JUNCTION OF A GRADED ROAD LEADING EAST, SET
 HX1166'VERTICALLY IN THE NORTHWEST FACE OF A LONG ROCK CUT ON THE INSIDE
 HX1166'OF A CURVE, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HX1166'75 FEET EAST OF THE APPROXIMATE CENTER OF THE CURVE, 42 FEET
 HX1166'SOUTHEAST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NO. 221,
 HX1166'1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1190 ***********************************************************************
 HX1190  DESIGNATION -  J 222
 HX1190  PID         -  HX1190
 HX1190  STATE/COUNTY-  WV/FAYETTE
 HX1190  USGS QUAD   -  WINONA (1976)
 HX1190
 HX1190                         *CURRENT SURVEY CONTROL
 HX1190  ___________________________________________________________________
 HX1190* NAD 83(1986)-  38 01 50.     (N)    080 54 58.     (W)     SCALED    
 HX1190* NAVD 88     -       671.273  (meters)    2202.33   (feet)  ADJUSTED  
 HX1190  ___________________________________________________________________
 HX1190  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HX1190  DYNAMIC HT  -         670.729 (meters)    2200.55  (feet)  COMP
 HX1190  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 HX1190
 HX1190  VERT ORDER  -  SECOND    CLASS 0
 HX1190
 HX1190.The horizontal coordinates were scaled from a topographic map and have
 HX1190.an estimated accuracy of +/- 6 seconds.
 HX1190
 HX1190.The orthometric height was determined by differential leveling
 HX1190.and adjusted by the National Geodetic Survey in June 1991..
 HX1190
 HX1190.The geoid height was determined by GEOID03.
 HX1190
 HX1190.The dynamic height is computed by dividing the NAVD 88
 HX1190.geopotential number by the normal gravity value computed on the
 HX1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1190.degrees latitude (g = 980.6199 gals.).
 HX1190
 HX1190.The modeled gravity was interpolated from observed gravity values.
 HX1190
 HX1190;                    North         East    Units  Estimated Accuracy
 HX1190;SPC WV S     -   114,380.      607,370.      MT  (+/- 180 meters Scaled)
 HX1190
 HX1190                          SUPERSEDED SURVEY CONTROL
 HX1190
 HX1190  NGVD 29 (??/??/92)  671.424  (m)         2202.83   (f) ADJ UNCH    2 0
 HX1190
 HX1190.Superseded values are not recommended for survey control.
 HX1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1190.See file dsdata.txt to determine how the superseded data were derived.
 HX1190
 HX1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC073092(NAD 83)
 HX1190_MARKER: DB = BENCH MARK DISK
 HX1190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1190_SP_SET: CULVERT
 HX1190_STAMPING: J 222 1961
 HX1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1190
 HX1190  HISTORY     - Date     Condition        Report By
 HX1190  HISTORY     - 1961     MONUMENTED       CGS
 HX1190
 HX1190                          STATION DESCRIPTION
 HX1190
 HX1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1190'4 MI SE FROM LOOKOUT.
 HX1190'ABOUT 3.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL
 HX1190'HIGH SCHOOL AT LOOKOUT, 0.95 MILE NORTH OF THE JUNCTION OF U.S.
 HX1190'HIGHWAY 19 LEADING SOUTH, 0.3 MILE SOUTH OF A POWER SUB-STATION,
 HX1190'AT THE JUNCTION OF A DRIVE LEADING TO SEVERAL SMALL WHITE FRAME
 HX1190'HOUSES, SET ON THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL
 HX1190'OF A 5 FOOT BOX CULVERT UNDER THE HIGHWAY, 18 FEET WEST OF THE
 HX1190'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE SOUTH END OF THE
 HX1190'HEADWALL, 72 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE
 HX1190'DRIVE EAST AND THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE
 HX1190'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1134 ***********************************************************************
 HX1134  DESIGNATION -  J 223
 HX1134  PID         -  HX1134
 HX1134  STATE/COUNTY-  WV/NICHOLAS
 HX1134  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1134
 HX1134                         *CURRENT SURVEY CONTROL
 HX1134  ___________________________________________________________________
 HX1134* NAD 83(1986)-  38 14 08.     (N)    080 56 43.     (W)     SCALED    
 HX1134* NAVD 88     -       478.455  (meters)    1569.73   (feet)  ADJUSTED  
 HX1134  ___________________________________________________________________
 HX1134  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HX1134  DYNAMIC HT  -         478.103 (meters)    1568.58  (feet)  COMP
 HX1134  MODELED GRAV-     979,878.0   (mgal)                       NAVD 88
 HX1134
 HX1134  VERT ORDER  -  SECOND    CLASS 0
 HX1134
 HX1134.The horizontal coordinates were scaled from a topographic map and have
 HX1134.an estimated accuracy of +/- 6 seconds.
 HX1134
 HX1134.The orthometric height was determined by differential leveling
 HX1134.and adjusted by the National Geodetic Survey in June 1991..
 HX1134
 HX1134.The geoid height was determined by GEOID03.
 HX1134
 HX1134.The dynamic height is computed by dividing the NAVD 88
 HX1134.geopotential number by the normal gravity value computed on the
 HX1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1134.degrees latitude (g = 980.6199 gals.).
 HX1134
 HX1134.The modeled gravity was interpolated from observed gravity values.
 HX1134
 HX1134;                    North         East    Units  Estimated Accuracy
 HX1134;SPC WV S     -   137,130.      604,790.      MT  (+/- 180 meters Scaled)
 HX1134
 HX1134                          SUPERSEDED SURVEY CONTROL
 HX1134
 HX1134  NGVD 29 (??/??/92)  478.633  (m)         1570.32   (f) ADJ UNCH    2 0
 HX1134
 HX1134.Superseded values are not recommended for survey control.
 HX1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1134.See file dsdata.txt to determine how the superseded data were derived.
 HX1134
 HX1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC047319(NAD 83)
 HX1134_MARKER: DB = BENCH MARK DISK
 HX1134_SETTING: 66 = SET IN ROCK OUTCROP
 HX1134_SP_SET: ROCK OUTCROP
 HX1134_STAMPING: J 223 1961
 HX1134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1134+STABILITY: POSITION/ELEVATION WELL
 HX1134
 HX1134  HISTORY     - Date     Condition        Report By
 HX1134  HISTORY     - 1961     MONUMENTED       CGS
 HX1134
 HX1134                          STATION DESCRIPTION
 HX1134
 HX1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1134'9.3 MI SW FROM SUMMERSVILLE.
 HX1134'ABOUT 3.55 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1134'AT SUMMERSVILLE, THENCE 5.75 MILES WEST ALONG A BLACK TOP ROAD,
 HX1134'ALSO 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HX1134'OF STATE HIGHWAY 39 AT DRENNEN, THENCE 2.15 MILES SOUTH ALONG A
 HX1134'GRADED ROAD, THENCE 3.7 MILES EASTERLY ALONG A NARROW WOODS ROAD,
 HX1134'AT A ROAD JUNCTION, 0.6 MILE NORTHWEST OF THE BLACK TOP ROAD
 HX1134'CROSSING AT KESLERS CROSSLANES, SET IN THE TOP OF A 3-BY-4-FOOT
 HX1134'OUTCROP PROJECTING OUT OF THE SOUTHWEST ROAD BANK, 54 FEET SOUTH
 HX1134'OF THE CENTER OF THE JUNCTION, 31 FEET SOUTHWEST OF THE CENTER
 HX1134'LINE OF THE BLACK TOP ROAD, 12 FEET WEST OF TELEPHONE POLE NO.
 HX1134'5109, 7 FEET NORTHEAST OF A FENCE LINE, AND 2 FEET ABOVE THE
 HX1134'LEVEL OF THE BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1447 ***********************************************************************
 HX1447  DESIGNATION -  J 224
 HX1447  PID         -  HX1447
 HX1447  STATE/COUNTY-  WV/FAYETTE
 HX1447  USGS QUAD   -  WINONA (1976)
 HX1447
 HX1447                         *CURRENT SURVEY CONTROL
 HX1447  ___________________________________________________________________
 HX1447* NAD 83(1986)-  38 06 58.     (N)    080 53 07.     (W)     SCALED    
 HX1447* NAVD 88     -       576.461  (meters)    1891.27   (feet)  ADJUSTED  
 HX1447  ___________________________________________________________________
 HX1447  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HX1447  DYNAMIC HT  -         576.012 (meters)    1889.80  (feet)  COMP
 HX1447  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 HX1447
 HX1447  VERT ORDER  -  SECOND    CLASS 0
 HX1447
 HX1447.The horizontal coordinates were scaled from a topographic map and have
 HX1447.an estimated accuracy of +/- 6 seconds.
 HX1447
 HX1447.The orthometric height was determined by differential leveling
 HX1447.and adjusted by the National Geodetic Survey in June 1991..
 HX1447
 HX1447.The geoid height was determined by GEOID03.
 HX1447
 HX1447.The dynamic height is computed by dividing the NAVD 88
 HX1447.geopotential number by the normal gravity value computed on the
 HX1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1447.degrees latitude (g = 980.6199 gals.).
 HX1447
 HX1447.The modeled gravity was interpolated from observed gravity values.
 HX1447
 HX1447;                    North         East    Units  Estimated Accuracy
 HX1447;SPC WV S     -   123,880.      610,060.      MT  (+/- 180 meters Scaled)
 HX1447
 HX1447                          SUPERSEDED SURVEY CONTROL
 HX1447
 HX1447  NGVD 29 (??/??/92)  576.622  (m)         1891.80   (f) ADJ UNCH    2 0
 HX1447
 HX1447.Superseded values are not recommended for survey control.
 HX1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1447.See file dsdata.txt to determine how the superseded data were derived.
 HX1447
 HX1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC100187(NAD 83)
 HX1447_MARKER: DB = BENCH MARK DISK
 HX1447_SETTING: 80 = SET IN A BOULDER
 HX1447_SP_SET: BOULDER
 HX1447_STAMPING: J 224 1961
 HX1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1447+STABILITY: SURFACE MOTION
 HX1447
 HX1447  HISTORY     - Date     Condition        Report By
 HX1447  HISTORY     - 1961     MONUMENTED       CGS
 HX1447
 HX1447                          STATION DESCRIPTION
 HX1447
 HX1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1447'0.8 MI NW FROM NALLEN.
 HX1447'ABOUT 0.8 MILE NORTHWEST ALONG THE NICHOLAS, FAYETTE AND GREENBRIER
 HX1447'RAILROAD FROM THE STATION AT NALLEN, 0.1 MILE NORTHWEST OF A
 HX1447'GRADED ROAD CROSSING, 0.1 MILE NORTHWEST OF MILEPOST 40, SET
 HX1447'VERTICALLY IN THE NORTH FACE OF A VERY LARGE BOULDER THAT IS 20
 HX1447'FEET LONG-20 FEET HIGH AND 20 FEET WIDE AND IS IN THE SOUTHWEST
 HX1447'RIGHT-OF-WAY FENCE LINE, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 HX1447'5 FEET EAST OF THE WEST CORNER OF THE ROCK, 2 FEET ABOVE THE LEVEL
 HX1447'OF THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1048 ***********************************************************************
 HX1048  DESIGNATION -  J 225
 HX1048  PID         -  HX1048
 HX1048  STATE/COUNTY-  WV/NICHOLAS
 HX1048  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1048
 HX1048                         *CURRENT SURVEY CONTROL
 HX1048  ___________________________________________________________________
 HX1048* NAD 83(1986)-  38 20 30.     (N)    080 41 34.     (W)     SCALED    
 HX1048* NAVD 88     -       678.969  (meters)    2227.58   (feet)  ADJUSTED  
 HX1048  ___________________________________________________________________
 HX1048  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HX1048  DYNAMIC HT  -         678.443 (meters)    2225.86  (feet)  COMP
 HX1048  MODELED GRAV-     979,831.6   (mgal)                       NAVD 88
 HX1048
 HX1048  VERT ORDER  -  SECOND    CLASS 0
 HX1048
 HX1048.The horizontal coordinates were scaled from a topographic map and have
 HX1048.an estimated accuracy of +/- 6 seconds.
 HX1048
 HX1048.The orthometric height was determined by differential leveling
 HX1048.and adjusted by the National Geodetic Survey in June 1991..
 HX1048
 HX1048.The geoid height was determined by GEOID03.
 HX1048
 HX1048.The dynamic height is computed by dividing the NAVD 88
 HX1048.geopotential number by the normal gravity value computed on the
 HX1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1048.degrees latitude (g = 980.6199 gals.).
 HX1048
 HX1048.The modeled gravity was interpolated from observed gravity values.
 HX1048
 HX1048;                    North         East    Units  Estimated Accuracy
 HX1048;SPC WV S     -   148,960.      626,860.      MT  (+/- 180 meters Scaled)
 HX1048
 HX1048                          SUPERSEDED SURVEY CONTROL
 HX1048
 HX1048  NGVD 29 (??/??/92)  679.117  (m)         2228.07   (f) ADJ UNCH    2 0
 HX1048
 HX1048.Superseded values are not recommended for survey control.
 HX1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1048.See file dsdata.txt to determine how the superseded data were derived.
 HX1048
 HX1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC268437(NAD 83)
 HX1048_MARKER: DB = BENCH MARK DISK
 HX1048_SETTING: 66 = SET IN ROCK OUTCROP
 HX1048_SP_SET: ROCK CUT
 HX1048_STAMPING: J 255 1961
 HX1048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1048+STABILITY: POSITION/ELEVATION WELL
 HX1048
 HX1048  HISTORY     - Date     Condition        Report By
 HX1048  HISTORY     - 1961     MONUMENTED       CGS
 HX1048
 HX1048                          STATION DESCRIPTION
 HX1048
 HX1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1048'2.6 MI NW FROM CRAIGSVILLE.
 HX1048'ABOUT 2.65 MILES NORTHWEST ALONG STATE HIGHWAY 41 FROM THE
 HX1048'JUNCTION OF STATE HIGHWAY 20 AT CRAIGSVILLE, 0.55 MILE NORTHWEST
 HX1048'OF A CONCRETE BRIDGE OVER BEAVER CREEK, 0.6 MILE SOUTHEAST OF
 HX1048'THE JUNCTION OF A GRADED ROAD LEADING SOUTH, SET VERTICALLY
 HX1048'IN THE NORTHWEST FACE OF A LARGE ROCK CUT, (THE CUT IS 60 YARDS
 HX1048'LONG AND 25 FEET HIGH), 52 FEET SOUTHEAST OF THE CENTER LINE
 HX1048'OF THE HIGHWAY, 45 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 HX1048'ROCK CUT AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1257 ***********************************************************************
 HX1257  DESIGNATION -  J 227
 HX1257  PID         -  HX1257
 HX1257  STATE/COUNTY-  WV/NICHOLAS
 HX1257  USGS QUAD   -  RICHWOOD (1995)
 HX1257
 HX1257                         *CURRENT SURVEY CONTROL
 HX1257  ___________________________________________________________________
 HX1257* NAD 83(1986)-  38 13 05.     (N)    080 37 10.     (W)     SCALED    
 HX1257* NAVD 88     -       881.372  (meters)    2891.63   (feet)  ADJUSTED  
 HX1257  ___________________________________________________________________
 HX1257  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX1257  DYNAMIC HT  -         880.652 (meters)    2889.27  (feet)  COMP
 HX1257  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 HX1257
 HX1257  VERT ORDER  -  SECOND    CLASS 0
 HX1257
 HX1257.The horizontal coordinates were scaled from a topographic map and have
 HX1257.an estimated accuracy of +/- 6 seconds.
 HX1257
 HX1257.The orthometric height was determined by differential leveling
 HX1257.and adjusted by the National Geodetic Survey in June 1991..
 HX1257
 HX1257.The geoid height was determined by GEOID03.
 HX1257
 HX1257.The dynamic height is computed by dividing the NAVD 88
 HX1257.geopotential number by the normal gravity value computed on the
 HX1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1257.degrees latitude (g = 980.6199 gals.).
 HX1257
 HX1257.The modeled gravity was interpolated from observed gravity values.
 HX1257
 HX1257;                    North         East    Units  Estimated Accuracy
 HX1257;SPC WV S     -   135,260.      633,320.      MT  (+/- 180 meters Scaled)
 HX1257
 HX1257                          SUPERSEDED SURVEY CONTROL
 HX1257
 HX1257  NGVD 29 (??/??/92)  881.503  (m)         2892.06   (f) ADJ UNCH    2 0
 HX1257
 HX1257.Superseded values are not recommended for survey control.
 HX1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1257.See file dsdata.txt to determine how the superseded data were derived.
 HX1257
 HX1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC333300(NAD 83)
 HX1257_MARKER: DB = BENCH MARK DISK
 HX1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1257_STAMPING: J 227 1961
 HX1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1257+STABILITY: SURFACE MOTION
 HX1257
 HX1257  HISTORY     - Date     Condition        Report By
 HX1257  HISTORY     - 1961     MONUMENTED       CGS
 HX1257
 HX1257                          STATION DESCRIPTION
 HX1257
 HX1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1257'5.2 MI E FROM NETTIE.
 HX1257'ABOUT 5.2 MILES EAST ALONG STATE HIGHWAY 20 AND 39 FROM THE
 HX1257'JUNCTION OF STATE HIGHWAY 20 LEADING SOUTH AT NETTIE, 0.3 MILE
 HX1257'WEST OF THE NEW HOPE GRADE SCHOOL, NEAR THE JUNCTION OF A DRIVE
 HX1257'LEADING TO A SMALL CEMETERY, 28.5 FEET NORTH OF THE CENTER LINE
 HX1257'OF THE HIGHWAY, 32 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 HX1257'OF THE HIGHWAY AND THE DRIVE, 11 FEET WEST OF THE CENTER LINE
 HX1257'OF THE DRIVE AND THE CENTER OF A STEEL GATE, 2 1/2 FEET EAST OF A
 HX1257'POWER LINE POLE AND IN LINE WITH A ROW OF POLES, 1.5 FEET WEST OF
 HX1257'A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 HX1257'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 HX1257'LEVEL OF THE GROUND.  NOTE-- THIS MARK MAY BE REACHED BY GOING
 HX1257'3.35 MILES SOUTHWEST ALONG STATE HIGHWAY 39 AND 20 FROM THE
 HX1257'BRIDGE OVER THE CHERRY RIVER AT FENWICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1373 ***********************************************************************
 HX1373  DESIGNATION -  J 228
 HX1373  PID         -  HX1373
 HX1373  STATE/COUNTY-  WV/GREENBRIER
 HX1373  USGS QUAD   -  DUO (1995)
 HX1373
 HX1373                         *CURRENT SURVEY CONTROL
 HX1373  ___________________________________________________________________
 HX1373* NAD 83(1986)-  38 05 45.     (N)    080 34 07.     (W)     SCALED    
 HX1373* NAVD 88     -      1047.018  (meters)    3435.09   (feet)  ADJUSTED  
 HX1373  ___________________________________________________________________
 HX1373  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HX1373  DYNAMIC HT  -        1046.129 (meters)    3432.17  (feet)  COMP
 HX1373  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 HX1373
 HX1373  VERT ORDER  -  SECOND    CLASS 0
 HX1373
 HX1373.The horizontal coordinates were scaled from a topographic map and have
 HX1373.an estimated accuracy of +/- 6 seconds.
 HX1373
 HX1373.The orthometric height was determined by differential leveling
 HX1373.and adjusted by the National Geodetic Survey in June 1991..
 HX1373
 HX1373.The geoid height was determined by GEOID03.
 HX1373
 HX1373.The dynamic height is computed by dividing the NAVD 88
 HX1373.geopotential number by the normal gravity value computed on the
 HX1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1373.degrees latitude (g = 980.6199 gals.).
 HX1373
 HX1373.The modeled gravity was interpolated from observed gravity values.
 HX1373
 HX1373;                    North         East    Units  Estimated Accuracy
 HX1373;SPC WV S     -   121,710.      637,840.      MT  (+/- 180 meters Scaled)
 HX1373
 HX1373                          SUPERSEDED SURVEY CONTROL
 HX1373
 HX1373  NGVD 29 (??/??/92) 1047.142  (m)         3435.50   (f) ADJ UNCH    2 0
 HX1373
 HX1373.Superseded values are not recommended for survey control.
 HX1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1373.See file dsdata.txt to determine how the superseded data were derived.
 HX1373
 HX1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC378165(NAD 83)
 HX1373_MARKER: DB = BENCH MARK DISK
 HX1373_SETTING: 66 = SET IN ROCK OUTCROP
 HX1373_SP_SET: ROCK LEDGE
 HX1373_STAMPING: J 228 1961
 HX1373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1373+STABILITY: POSITION/ELEVATION WELL
 HX1373
 HX1373  HISTORY     - Date     Condition        Report By
 HX1373  HISTORY     - 1961     MONUMENTED       CGS
 HX1373
 HX1373                          STATION DESCRIPTION
 HX1373
 HX1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1373'0.4 MI W FROM CLEARCO.
 HX1373'ABOUT 0.35 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST
 HX1373'OFFICE AT CLEARCO, 0.2 MILE NORTHEAST OF THE CROSSING OF THE
 HX1373'CHESAPEAKE AND OHIO RAILWAY AT CLEARCO SIDING, AT THE OUTSIDE
 HX1373'OF A LONG CURVE, 28 YARDS SOUTHWEST OF THE CENTER OF AN INTERSECTION
 HX1373'OF THE BLACK TOP ROAD AND A GRADED ROAD INTERSECTION, SET ON THE
 HX1373'TOP OF A ROCK LEDGE THAT IS 1 FOOT WIDE AND NEAR THE SOUTHEAST
 HX1373'FACE OF A ROCK THAT IS ABOUT 15 FEET SQUARE AND 6 FEET HIGH,
 HX1373'21 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6 FEET NORTHEAST
 HX1373'OF THE SOUTH CORNER OF THE ROCK AND 1 FOOT ABOVE THE LEVEL OF THE
 HX1373'BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0941 ***********************************************************************
 GX0941  DESIGNATION -  J 229
 GX0941  PID         -  GX0941
 GX0941  STATE/COUNTY-  WV/FAYETTE
 GX0941  USGS QUAD   -  RAINELLE (1976)
 GX0941
 GX0941                         *CURRENT SURVEY CONTROL
 GX0941  ___________________________________________________________________
 GX0941* NAD 83(1986)-  37 59 18.     (N)    080 51 38.     (W)     SCALED    
 GX0941* NAVD 88     -       851.554  (meters)    2793.81   (feet)  ADJUSTED  
 GX0941  ___________________________________________________________________
 GX0941  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX0941  DYNAMIC HT  -         850.843 (meters)    2791.47  (feet)  COMP
 GX0941  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GX0941
 GX0941  VERT ORDER  -  SECOND    CLASS 0
 GX0941
 GX0941.The horizontal coordinates were scaled from a topographic map and have
 GX0941.an estimated accuracy of +/- 6 seconds.
 GX0941
 GX0941.The orthometric height was determined by differential leveling
 GX0941.and adjusted by the National Geodetic Survey in June 1991..
 GX0941
 GX0941.The geoid height was determined by GEOID03.
 GX0941
 GX0941.The dynamic height is computed by dividing the NAVD 88
 GX0941.geopotential number by the normal gravity value computed on the
 GX0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0941.degrees latitude (g = 980.6199 gals.).
 GX0941
 GX0941.The modeled gravity was interpolated from observed gravity values.
 GX0941
 GX0941;                    North         East    Units  Estimated Accuracy
 GX0941;SPC WV S     -   109,700.      612,250.      MT  (+/- 180 meters Scaled)
 GX0941
 GX0941                          SUPERSEDED SURVEY CONTROL
 GX0941
 GX0941  NGVD 29 (??/??/92)  851.694  (m)         2794.27   (f) ADJ UNCH    2 0
 GX0941
 GX0941.Superseded values are not recommended for survey control.
 GX0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0941.See file dsdata.txt to determine how the superseded data were derived.
 GX0941
 GX0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC122045(NAD 83)
 GX0941_MARKER: DB = BENCH MARK DISK
 GX0941_SETTING: 66 = SET IN ROCK OUTCROP
 GX0941_SP_SET: ROCK CUT
 GX0941_STAMPING: J 229 1961
 GX0941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0941+STABILITY: POSITION/ELEVATION WELL
 GX0941
 GX0941  HISTORY     - Date     Condition        Report By
 GX0941  HISTORY     - 1961     MONUMENTED       CGS
 GX0941
 GX0941                          STATION DESCRIPTION
 GX0941
 GX0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0941'6.4 MI W FROM RAINELLE.
 GX0941'ABOUT 6.45 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 GX0941'OF STATE HIGHWAY 20 AT RAINELLE, AT THE OUTSIDE AND NEAR THE
 GX0941'NORTH END OF A CURVE, SET VERTICALLY IN THE EAST FACE OF A ROCK
 GX0941'THAT IS ABOUT 25 YARDS LONG AND 5 FEET HIGH AND IS PART OF A LONG
 GX0941'CUT, 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 GX0941'NORTH OF THE SOUTH END OF THE ROCK, AND ABOUT 1 FOOT ABOVE THE
 GX0941'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0102 ***********************************************************************
 JX0102  DESIGNATION -  J 23
 JX0102  PID         -  JX0102
 JX0102  STATE/COUNTY-  WV/HARRISON
 JX0102  USGS QUAD   -  WOLF SUMMIT (1976)
 JX0102
 JX0102                         *CURRENT SURVEY CONTROL
 JX0102  ___________________________________________________________________
 JX0102* NAD 83(1986)-  39 22 10.     (N)    080 24 56.     (W)     SCALED    
 JX0102* NAVD 88     -       292.594  (meters)     959.95   (feet)  ADJUSTED  
 JX0102  ___________________________________________________________________
 JX0102  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JX0102  DYNAMIC HT  -         292.414 (meters)     959.36  (feet)  COMP
 JX0102  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 JX0102
 JX0102  VERT ORDER  -  SECOND    CLASS 0
 JX0102
 JX0102.The horizontal coordinates were scaled from a topographic map and have
 JX0102.an estimated accuracy of +/- 6 seconds.
 JX0102
 JX0102.The orthometric height was determined by differential leveling
 JX0102.and adjusted by the National Geodetic Survey in June 1991..
 JX0102
 JX0102.The geoid height was determined by GEOID03.
 JX0102
 JX0102.The dynamic height is computed by dividing the NAVD 88
 JX0102.geopotential number by the normal gravity value computed on the
 JX0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0102.degrees latitude (g = 980.6199 gals.).
 JX0102
 JX0102.The modeled gravity was interpolated from observed gravity values.
 JX0102
 JX0102;                    North         East    Units  Estimated Accuracy
 JX0102;SPC WV N     -    96,930.      521,110.      MT  (+/- 180 meters Scaled)
 JX0102
 JX0102                          SUPERSEDED SURVEY CONTROL
 JX0102
 JX0102  NGVD 29 (??/??/92)  292.767  (m)          960.52   (f) ADJ UNCH    2 0
 JX0102
 JX0102.Superseded values are not recommended for survey control.
 JX0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0102.See file dsdata.txt to determine how the superseded data were derived.
 JX0102
 JX0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND503579(NAD 83)
 JX0102_MARKER: DB = BENCH MARK DISK
 JX0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0102_STAMPING: J 23 1935
 JX0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0102+STABILITY: SURFACE MOTION
 JX0102
 JX0102  HISTORY     - Date     Condition        Report By
 JX0102  HISTORY     - 1935     MONUMENTED       CGS
 JX0102
 JX0102                          STATION DESCRIPTION
 JX0102
 JX0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0102'5.3 MI NW FROM LUMBERPORT.
 JX0102'5.3 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0102'THE STATION AT LUMBERPORT, HARRISON COUNTY, AT A ROAD CROSSING,
 JX0102'40 FEET EAST OF THE CENTERLINE OF THE ROAD, 18 FEET NORTH OF THE
 JX0102'NORTH RAIL, AND 30 FEET SOUTH AND 42 FEET EAST OF THE SOUTH END
 JX0102'OF A COVERED BRIDGE OVER TEN MILE CREEK.  A STANDARD DISK, STAMPED
 JX0102'J 23 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1052 ***********************************************************************
 GX1052  DESIGNATION -  J 230
 GX1052  PID         -  GX1052
 GX1052  STATE/COUNTY-  WV/GREENBRIER
 GX1052  USGS QUAD   -  CORNSTALK (1981)
 GX1052
 GX1052                         *CURRENT SURVEY CONTROL
 GX1052  ___________________________________________________________________
 GX1052* NAD 83(1986)-  37 53 52.     (N)    080 34 26.     (W)     SCALED    
 GX1052* NAVD 88     -       675.402  (meters)    2215.88   (feet)  ADJUSTED  
 GX1052  ___________________________________________________________________
 GX1052  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX1052  DYNAMIC HT  -         674.827 (meters)    2213.99  (feet)  COMP
 GX1052  MODELED GRAV-     979,756.8   (mgal)                       NAVD 88
 GX1052
 GX1052  VERT ORDER  -  SECOND    CLASS 0
 GX1052
 GX1052.The horizontal coordinates were scaled from a topographic map and have
 GX1052.an estimated accuracy of +/- 6 seconds.
 GX1052
 GX1052.The orthometric height was determined by differential leveling
 GX1052.and adjusted by the National Geodetic Survey in June 1991..
 GX1052
 GX1052.The geoid height was determined by GEOID03.
 GX1052
 GX1052.The dynamic height is computed by dividing the NAVD 88
 GX1052.geopotential number by the normal gravity value computed on the
 GX1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1052.degrees latitude (g = 980.6199 gals.).
 GX1052
 GX1052.The modeled gravity was interpolated from observed gravity values.
 GX1052
 GX1052;                    North         East    Units  Estimated Accuracy
 GX1052;SPC WV S     -    99,730.      637,480.      MT  (+/- 180 meters Scaled)
 GX1052
 GX1052                          SUPERSEDED SURVEY CONTROL
 GX1052
 GX1052  NGVD 29 (??/??/92)  675.540  (m)         2216.33   (f) ADJ UNCH    2 0
 GX1052
 GX1052.Superseded values are not recommended for survey control.
 GX1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1052.See file dsdata.txt to determine how the superseded data were derived.
 GX1052
 GX1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB374945(NAD 83)
 GX1052_MARKER: DB = BENCH MARK DISK
 GX1052_SETTING: 66 = SET IN ROCK OUTCROP
 GX1052_SP_SET: ROCK
 GX1052_STAMPING: J 230 1961
 GX1052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1052+STABILITY: POSITION/ELEVATION WELL
 GX1052
 GX1052  HISTORY     - Date     Condition        Report By
 GX1052  HISTORY     - 1961     MONUMENTED       CGS
 GX1052  HISTORY     - 1965     GOOD             LOCENG
 GX1052
 GX1052                          STATION DESCRIPTION
 GX1052
 GX1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1052'2.4 MI NE FROM CLINTONVILLE.
 GX1052'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE METHODIST
 GX1052'CHURCH AT CLINTONVILLE, THENCE 0.85 MILE NORTHEAST ALONG COUNTY
 GX1052'ROAD NO. 9, 0.2 MILE NORTH OF JAMES CHAPEL (A BRICK CHURCH
 GX1052'BUILDING), 0.35 MILE SOUTHWEST OF A 15-FOOT CONCRETE BRIDGE OVER
 GX1052'A SMALL STREAM, AT THE INSIDE OF A CURVE, SET ON THE TOP OF A
 GX1052'FLAT ROCK THAT IS 100 FEET LONG AND 8 FEET WIDE, 16 FEET EAST
 GX1052'OF THE CENTER LINE OF THE ROAD, 5 FEET EAST OF THE WEST EDGE
 GX1052'OF THE ROCK AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 GX1052
 GX1052                          STATION RECOVERY (1965)
 GX1052
 GX1052'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 GX1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0164 ***********************************************************************
 GX0164  DESIGNATION -  J 231
 GX0164  PID         -  GX0164
 GX0164  STATE/COUNTY-  WV/GREENBRIER
 GX0164  USGS QUAD   -  ANTHONY (1995)
 GX0164
 GX0164                         *CURRENT SURVEY CONTROL
 GX0164  ___________________________________________________________________
 GX0164* NAD 83(1986)-  37 53 45.     (N)    080 19 43.     (W)     SCALED    
 GX0164* NAVD 88     -       554.466  (meters)    1819.11   (feet)  ADJUSTED  
 GX0164  ___________________________________________________________________
 GX0164  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX0164  DYNAMIC HT  -         554.013 (meters)    1817.62  (feet)  COMP
 GX0164  MODELED GRAV-     979,796.3   (mgal)                       NAVD 88
 GX0164
 GX0164  VERT ORDER  -  SECOND    CLASS 0
 GX0164
 GX0164.The horizontal coordinates were scaled from a topographic map and have
 GX0164.an estimated accuracy of +/- 6 seconds.
 GX0164
 GX0164.The orthometric height was determined by differential leveling
 GX0164.and adjusted by the National Geodetic Survey in June 1991..
 GX0164
 GX0164.The geoid height was determined by GEOID03.
 GX0164
 GX0164.The dynamic height is computed by dividing the NAVD 88
 GX0164.geopotential number by the normal gravity value computed on the
 GX0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0164.degrees latitude (g = 980.6199 gals.).
 GX0164
 GX0164.The modeled gravity was interpolated from observed gravity values.
 GX0164
 GX0164;                    North         East    Units  Estimated Accuracy
 GX0164;SPC WV S     -    99,640.      659,050.      MT  (+/- 180 meters Scaled)
 GX0164
 GX0164                          SUPERSEDED SURVEY CONTROL
 GX0164
 GX0164  NGVD 29 (??/??/92)  554.617  (m)         1819.61   (f) ADJ UNCH    2 0
 GX0164
 GX0164.Superseded values are not recommended for survey control.
 GX0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0164.See file dsdata.txt to determine how the superseded data were derived.
 GX0164
 GX0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB590944(NAD 83)
 GX0164_MARKER: DB = BENCH MARK DISK
 GX0164_SETTING: 66 = SET IN ROCK OUTCROP
 GX0164_SP_SET: ROCK LEDGE
 GX0164_STAMPING: J 231 1961
 GX0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0164+STABILITY: POSITION/ELEVATION WELL
 GX0164
 GX0164  HISTORY     - Date     Condition        Report By
 GX0164  HISTORY     - 1961     MONUMENTED       CGS
 GX0164
 GX0164                          STATION DESCRIPTION
 GX0164
 GX0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0164'AT ANTHONY.
 GX0164'AT ANTHONY, 0.05 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM
 GX0164'THE CHESAPEAKE AND OHIO RAILWAY STATION AT ANTHONY, 27 YARDS
 GX0164'WEST AND ACROSS THE ROAD FROM THE WEST CORNER OF A 1 1/2 STORY
 GX0164'RED HOUSE, SET VERTICALLY IN THE SOUTHEAST FACE OF A 4 FOOT
 GX0164'HIGH LEDGE OF ROCK THAT IS AT THE BASE OF A 15 FOOT HIGH CUT,
 GX0164'60 FEET SOUTHWEST OF THE NORTHEAST END OF THE CUT, 13 FEET
 GX0164'NORTHWEST OF THE CENTER LINE OF THE ROAD AND 2 FEET ABOVE THE
 GX0164'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0078 ***********************************************************************
 GX0078  DESIGNATION -  J 232
 GX0078  PID         -  GX0078
 GX0078  STATE/COUNTY-  WV/GREENBRIER
 GX0078  USGS QUAD   -  ANTHONY (1995)
 GX0078
 GX0078                         *CURRENT SURVEY CONTROL
 GX0078  ___________________________________________________________________
 GX0078* NAD 83(1986)-  37 58 48.     (N)    080 21 09.     (W)     SCALED    
 GX0078* NAVD 88     -       569.678  (meters)    1869.02   (feet)  ADJUSTED  
 GX0078  ___________________________________________________________________
 GX0078  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0078  DYNAMIC HT  -         569.210 (meters)    1867.48  (feet)  COMP
 GX0078  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 GX0078
 GX0078  VERT ORDER  -  SECOND    CLASS 0
 GX0078
 GX0078.The horizontal coordinates were scaled from a topographic map and have
 GX0078.an estimated accuracy of +/- 6 seconds.
 GX0078
 GX0078.The orthometric height was determined by differential leveling
 GX0078.and adjusted by the National Geodetic Survey in June 1991..
 GX0078
 GX0078.The geoid height was determined by GEOID03.
 GX0078
 GX0078.The dynamic height is computed by dividing the NAVD 88
 GX0078.geopotential number by the normal gravity value computed on the
 GX0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0078.degrees latitude (g = 980.6199 gals.).
 GX0078
 GX0078.The modeled gravity was interpolated from observed gravity values.
 GX0078
 GX0078;                    North         East    Units  Estimated Accuracy
 GX0078;SPC WV S     -   108,970.      656,880.      MT  (+/- 180 meters Scaled)
 GX0078
 GX0078                          SUPERSEDED SURVEY CONTROL
 GX0078
 GX0078  NGVD 29 (??/??/92)  569.816  (m)         1869.47   (f) ADJ UNCH    2 0
 GX0078
 GX0078.Superseded values are not recommended for survey control.
 GX0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0078.See file dsdata.txt to determine how the superseded data were derived.
 GX0078
 GX0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC568037(NAD 83)
 GX0078_MARKER: DB = BENCH MARK DISK
 GX0078_SETTING: 66 = SET IN ROCK OUTCROP
 GX0078_SP_SET: ROCK CUT
 GX0078_STAMPING: J 232 1961
 GX0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0078+STABILITY: POSITION/ELEVATION WELL
 GX0078
 GX0078  HISTORY     - Date     Condition        Report By
 GX0078  HISTORY     - 1961     MONUMENTED       CGS
 GX0078  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0078  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0078
 GX0078                          STATION DESCRIPTION
 GX0078
 GX0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0078'1.3 MI S FROM RENICK.
 GX0078'ABOUT 1.3 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0078'THE STATION AT RENICK, 0.5 MILE NORTH OF MILEPOST 23, AT THE
 GX0078'INSIDE OF A LONG CURVE, SET VERTICALLY IN THE NORTH FACE OF A
 GX0078'VERY LARGE ROCK, AT A CUT, 8 FEET SOUTH OF THE SOUTH RAIL, 70
 GX0078'YARDS WEST OF THE EAST END OF THE ROCK PART OF THE CUT AND 2 FEET
 GX0078'ABOVE THE LEVEL OF THE TRACK.
 GX0078
 GX0078                          STATION RECOVERY (1983)
 GX0078
 GX0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0078'MARK NOT FOUND.
 GX0078
 GX0078                          STATION RECOVERY (1983)
 GX0078
 GX0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0953 ***********************************************************************
 GX0953  DESIGNATION -  J 233
 GX0953  PID         -  GX0953
 GX0953  STATE/COUNTY-  WV/GREENBRIER
 GX0953  USGS QUAD   -  CORNSTALK (1981)
 GX0953
 GX0953                         *CURRENT SURVEY CONTROL
 GX0953  ___________________________________________________________________
 GX0953* NAD 83(1986)-  37 56 15.     (N)    080 33 03.     (W)     SCALED    
 GX0953* NAVD 88     -       692.623  (meters)    2272.38   (feet)  ADJUSTED  
 GX0953  ___________________________________________________________________
 GX0953  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX0953  DYNAMIC HT  -         692.043 (meters)    2270.48  (feet)  COMP
 GX0953  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 GX0953
 GX0953  VERT ORDER  -  SECOND    CLASS 0
 GX0953
 GX0953.The horizontal coordinates were scaled from a topographic map and have
 GX0953.an estimated accuracy of +/- 6 seconds.
 GX0953
 GX0953.The orthometric height was determined by differential leveling
 GX0953.and adjusted by the National Geodetic Survey in June 1991..
 GX0953
 GX0953.The geoid height was determined by GEOID03.
 GX0953
 GX0953.The dynamic height is computed by dividing the NAVD 88
 GX0953.geopotential number by the normal gravity value computed on the
 GX0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0953.degrees latitude (g = 980.6199 gals.).
 GX0953
 GX0953.The modeled gravity was interpolated from observed gravity values.
 GX0953
 GX0953;                    North         East    Units  Estimated Accuracy
 GX0953;SPC WV S     -   104,150.      639,480.      MT  (+/- 180 meters Scaled)
 GX0953
 GX0953                          SUPERSEDED SURVEY CONTROL
 GX0953
 GX0953  NGVD 29 (??/??/92)  692.764  (m)         2272.84   (f) ADJ UNCH    2 0
 GX0953
 GX0953.Superseded values are not recommended for survey control.
 GX0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0953.See file dsdata.txt to determine how the superseded data were derived.
 GX0953
 GX0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB394989(NAD 83)
 GX0953_MARKER: DB = BENCH MARK DISK
 GX0953_SETTING: 66 = SET IN ROCK OUTCROP
 GX0953_SP_SET: ROCK OUTCROP
 GX0953_STAMPING: J 233 1961
 GX0953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0953+STABILITY: POSITION/ELEVATION WELL
 GX0953
 GX0953  HISTORY     - Date     Condition        Report By
 GX0953  HISTORY     - 1961     MONUMENTED       CGS
 GX0953
 GX0953                          STATION DESCRIPTION
 GX0953
 GX0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0953'1.6 MI SW FROM CORNSTALK.
 GX0953'ABOUT 1.55 MILES SOUTHWEST ALONG A GRADED ROAD FROM THE POST
 GX0953'OFFICE AT CORNSTALK, 0.25 MILE NORTHWEST OF A Y JUNCTION, AT A
 GX0953'SMALL CLEARING, ALONG THE SOUTHWEST BANK OF A SMALL STREAM, SET
 GX0953'ON THE TOP OF THE NORTHWEST END OF A FLAT OUTCROP THAT IS 10 FEET
 GX0953'LONG AND 3 1/2 FEET HIGH, 33 FEET SOUTHWEST AND ACROSS THE SMALL
 GX0953'STREAM FROM THE CENTER LINE OF THE ROAD, 3 FEET SOUTHEAST OF THE
 GX0953'NORTHWEST END OF THE ROCK AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1055 ***********************************************************************
 HX1055  DESIGNATION -  J 234
 HX1055  PID         -  HX1055
 HX1055  STATE/COUNTY-  WV/NICHOLAS
 HX1055  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1055
 HX1055                         *CURRENT SURVEY CONTROL
 HX1055  ___________________________________________________________________
 HX1055* NAD 83(1986)-  38 21 53.     (N)    080 46 18.     (W)     SCALED    
 HX1055* NAVD 88     -       572.619  (meters)    1878.67   (feet)  ADJUSTED  
 HX1055  ___________________________________________________________________
 HX1055  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HX1055  DYNAMIC HT  -         572.184 (meters)    1877.24  (feet)  COMP
 HX1055  MODELED GRAV-     979,851.8   (mgal)                       NAVD 88
 HX1055
 HX1055  VERT ORDER  -  SECOND    CLASS 0
 HX1055
 HX1055.The horizontal coordinates were scaled from a topographic map and have
 HX1055.an estimated accuracy of +/- 6 seconds.
 HX1055
 HX1055.The orthometric height was determined by differential leveling
 HX1055.and adjusted by the National Geodetic Survey in June 1991..
 HX1055
 HX1055.The geoid height was determined by GEOID03.
 HX1055
 HX1055.The dynamic height is computed by dividing the NAVD 88
 HX1055.geopotential number by the normal gravity value computed on the
 HX1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1055.degrees latitude (g = 980.6199 gals.).
 HX1055
 HX1055.The modeled gravity was interpolated from observed gravity values.
 HX1055
 HX1055;                    North         East    Units  Estimated Accuracy
 HX1055;SPC WV S     -   151,490.      619,950.      MT  (+/- 180 meters Scaled)
 HX1055
 HX1055                          SUPERSEDED SURVEY CONTROL
 HX1055
 HX1055  NGVD 29 (??/??/92)  572.769  (m)         1879.16   (f) ADJ UNCH    2 0
 HX1055
 HX1055.Superseded values are not recommended for survey control.
 HX1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1055.See file dsdata.txt to determine how the superseded data were derived.
 HX1055
 HX1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC199463(NAD 83)
 HX1055_MARKER: DB = BENCH MARK DISK
 HX1055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1055_SP_SET: CULVERT
 HX1055_STAMPING: J 234 1961
 HX1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1055
 HX1055  HISTORY     - Date     Condition        Report By
 HX1055  HISTORY     - 1961     MONUMENTED       CGS
 HX1055
 HX1055                          STATION DESCRIPTION
 HX1055
 HX1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1055'4.6 MI W FROM CALVIN.
 HX1055'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 41 FROM THE LITTLE UNION
 HX1055'BAPTIST CHURCH AT CALVIN, THENCE 3.25 MILES NORTHWEST ALONG
 HX1055'STATE HIGHWAY 43, ABOUT 2.9 MILES EAST OF THE JUNCTION OF
 HX1055'STATE HIGHWAY 43 AND U.S. HIGHWAY 19 AT MUDDLETY, AT THE OUTSIDE
 HX1055'OF A LONG CURVE, SET ON THE TOP OF THE SOUTHEAST END OF THE
 HX1055'NORTHEAST CONCRETE HEADWALL OF AN 8 FOOT BOX CULVERT UNDER THE
 HX1055'HIGHWAY, 17 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HX1055'1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND ABOUT
 HX1055'LEVEL WITH THE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1845 ***********************************************************************
 HX1845  DESIGNATION -  J 235
 HX1845  PID         -  HX1845
 HX1845  STATE/COUNTY-  WV/FAYETTE
 HX1845  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1845
 HX1845                         *CURRENT SURVEY CONTROL
 HX1845  ___________________________________________________________________
 HX1845* NAD 83(1986)-  38 12 15.     (N)    081 10 32.     (W)     SCALED    
 HX1845* NAVD 88     -       211.163  (meters)     692.79   (feet)  ADJUSTED  
 HX1845  ___________________________________________________________________
 HX1845  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HX1845  DYNAMIC HT  -         211.012 (meters)     692.30  (feet)  COMP
 HX1845  MODELED GRAV-     979,912.3   (mgal)                       NAVD 88
 HX1845
 HX1845  VERT ORDER  -  SECOND    CLASS 0
 HX1845
 HX1845.The horizontal coordinates were scaled from a topographic map and have
 HX1845.an estimated accuracy of +/- 6 seconds.
 HX1845
 HX1845.The orthometric height was determined by differential leveling
 HX1845.and adjusted by the National Geodetic Survey in June 1991..
 HX1845
 HX1845.The geoid height was determined by GEOID03.
 HX1845
 HX1845.The dynamic height is computed by dividing the NAVD 88
 HX1845.geopotential number by the normal gravity value computed on the
 HX1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1845.degrees latitude (g = 980.6199 gals.).
 HX1845
 HX1845.The modeled gravity was interpolated from observed gravity values.
 HX1845
 HX1845;                    North         East    Units  Estimated Accuracy
 HX1845;SPC WV S     -   133,660.      584,630.      MT  (+/- 180 meters Scaled)
 HX1845
 HX1845                          SUPERSEDED SURVEY CONTROL
 HX1845
 HX1845  NGVD 29 (??/??/92)  211.350  (m)          693.40   (f) ADJ UNCH    2 0
 HX1845
 HX1845.Superseded values are not recommended for survey control.
 HX1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1845.See file dsdata.txt to determine how the superseded data were derived.
 HX1845
 HX1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC846284(NAD 83)
 HX1845_MARKER: DB = BENCH MARK DISK
 HX1845_SETTING: 66 = SET IN ROCK OUTCROP
 HX1845_SP_SET: ROCK CLIFF
 HX1845_STAMPING: J 235 1961
 HX1845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1845+STABILITY: POSITION/ELEVATION WELL
 HX1845
 HX1845  HISTORY     - Date     Condition        Report By
 HX1845  HISTORY     - 1961     MONUMENTED       CGS
 HX1845
 HX1845                          STATION DESCRIPTION
 HX1845
 HX1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1845'2.3 MI SE FROM BELVA.
 HX1845'ABOUT 2.3 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1845'FROM THE STATE HIGHWAY 39 OVERPASS AT BELVA, 95 YARDS SOUTHWEST
 HX1845'OF MILEPOST NO. 5, AT THE OUTSIDE OF A LONG CURVE, SET VERTICALLY
 HX1845'IN THE NORTHWEST FACE OF A LARGE ROCK CLIFF, 7 FEET SOUTHEAST
 HX1845'OF THE SOUTHEAST RAIL, DIRECTLY UNDER A 4 FOOT WIDE OVERHANG
 HX1845'AT THE TOP OF THE ROCK CLIFF AND 2 FEET ABOVE THE LEVEL OF THE
 HX1845'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1367 ***********************************************************************
 HX1367  DESIGNATION -  J 236
 HX1367  PID         -  HX1367
 HX1367  STATE/COUNTY-  WV/NICHOLAS
 HX1367  USGS QUAD   -  MOUNT NEBO (1976)
 HX1367
 HX1367                         *CURRENT SURVEY CONTROL
 HX1367  ___________________________________________________________________
 HX1367* NAD 83(1986)-  38 11 01.     (N)    080 49 35.     (W)     SCALED    
 HX1367* NAVD 88     -       632.889  (meters)    2076.40   (feet)  ADJUSTED  
 HX1367  ___________________________________________________________________
 HX1367  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HX1367  DYNAMIC HT  -         632.393 (meters)    2074.78  (feet)  COMP
 HX1367  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 HX1367
 HX1367  VERT ORDER  -  SECOND    CLASS 0
 HX1367
 HX1367.The horizontal coordinates were scaled from a topographic map and have
 HX1367.an estimated accuracy of +/- 6 seconds.
 HX1367
 HX1367.The orthometric height was determined by differential leveling
 HX1367.and adjusted by the National Geodetic Survey in June 1991..
 HX1367
 HX1367.The geoid height was determined by GEOID03.
 HX1367
 HX1367.The dynamic height is computed by dividing the NAVD 88
 HX1367.geopotential number by the normal gravity value computed on the
 HX1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1367.degrees latitude (g = 980.6199 gals.).
 HX1367
 HX1367.The modeled gravity was interpolated from observed gravity values.
 HX1367
 HX1367;                    North         East    Units  Estimated Accuracy
 HX1367;SPC WV S     -   131,380.      615,210.      MT  (+/- 180 meters Scaled)
 HX1367
 HX1367                          SUPERSEDED SURVEY CONTROL
 HX1367
 HX1367  NGVD 29 (??/??/92)  633.046  (m)         2076.92   (f) ADJ UNCH    2 0
 HX1367
 HX1367.Superseded values are not recommended for survey control.
 HX1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1367.See file dsdata.txt to determine how the superseded data were derived.
 HX1367
 HX1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC152262(NAD 83)
 HX1367_MARKER: DB = BENCH MARK DISK
 HX1367_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1367_SP_SET: UNSPECIFIED ROCK
 HX1367_STAMPING: J 236 1962
 HX1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1367
 HX1367  HISTORY     - Date     Condition        Report By
 HX1367  HISTORY     - 1962     MONUMENTED       CGS
 HX1367
 HX1367                          STATION DESCRIPTION
 HX1367
 HX1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1367'1.9 MI SE FROM MT NEBO.
 HX1367'ABOUT 1.3 MILES EAST ALONG A BLACK TOP ROAD FROM THE FOWLER
 HX1367'KNOB BAPTIST CHURCH, THENCE ABOUT 0.6 MILES SOUTHEAST ALONG A
 HX1367'ROUGH GRADED ROAD, ON THE OUTSIDE AT THE WEST END OF A CURVE WITH
 HX1367'TANGENTS EXTENDING SOUTH AND WEST, SET VERTICALLY IN THE EAST FACE
 HX1367'OF THE SOUTHEAST CORNER OF A HUGE ROCK WITH A LARGE OVER-HANG,
 HX1367'OVER THE ROAD AT THE SOUTHWEST CORNER, 29 FEET NORTH OF THE
 HX1367'CENTER LINE OF THE ROAD, 2 FEET NORTH OF THE SOUTHEAST CORNER
 HX1367'OF THE ROCK, 4 FEET ABOVE THE GROUND, AND ABOUT 10 FEET ABOVE THE
 HX1367'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1406 ***********************************************************************
 HX1406  DESIGNATION -  J 237
 HX1406  PID         -  HX1406
 HX1406  STATE/COUNTY-  WV/NICHOLAS
 HX1406  USGS QUAD   -  CORLISS (1976)
 HX1406
 HX1406                         *CURRENT SURVEY CONTROL
 HX1406  ___________________________________________________________________
 HX1406* NAD 83(1986)-  38 06 25.     (N)    080 48 01.     (W)     SCALED    
 HX1406* NAVD 88     -       906.700  (meters)    2974.73   (feet)  ADJUSTED  
 HX1406  ___________________________________________________________________
 HX1406  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HX1406  DYNAMIC HT  -         905.981 (meters)    2972.37  (feet)  COMP
 HX1406  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 HX1406
 HX1406  VERT ORDER  -  SECOND    CLASS 0
 HX1406
 HX1406.The horizontal coordinates were scaled from a topographic map and have
 HX1406.an estimated accuracy of +/- 6 seconds.
 HX1406
 HX1406.The orthometric height was determined by differential leveling
 HX1406.and adjusted by the National Geodetic Survey in June 1991..
 HX1406
 HX1406.The geoid height was determined by GEOID03.
 HX1406
 HX1406.The dynamic height is computed by dividing the NAVD 88
 HX1406.geopotential number by the normal gravity value computed on the
 HX1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1406.degrees latitude (g = 980.6199 gals.).
 HX1406
 HX1406.The modeled gravity was interpolated from observed gravity values.
 HX1406
 HX1406;                    North         East    Units  Estimated Accuracy
 HX1406;SPC WV S     -   122,880.      617,520.      MT  (+/- 180 meters Scaled)
 HX1406
 HX1406                          SUPERSEDED SURVEY CONTROL
 HX1406
 HX1406  NGVD 29 (??/??/92)  906.868  (m)         2975.28   (f) ADJ UNCH    2 0
 HX1406
 HX1406.Superseded values are not recommended for survey control.
 HX1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1406.See file dsdata.txt to determine how the superseded data were derived.
 HX1406
 HX1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC175177(NAD 83)
 HX1406_MARKER: DB = BENCH MARK DISK
 HX1406_SETTING: 66 = SET IN ROCK OUTCROP
 HX1406_SP_SET: ROCK LEDGE
 HX1406_STAMPING: J 237 1962
 HX1406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1406+STABILITY: POSITION/ELEVATION WELL
 HX1406
 HX1406  HISTORY     - Date     Condition        Report By
 HX1406  HISTORY     - 1962     MONUMENTED       CGS
 HX1406
 HX1406                          STATION DESCRIPTION
 HX1406
 HX1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1406'8.3 MI NE FROM RUSSELLVILLE.
 HX1406'ABOUT 8.3 MILES NORTHEAST ALONG A BLACK TOP ROAD AND GRADED FROM
 HX1406'THE POST OFFICE AT RUSSELLVILLE, ABOUT 0.5 MILES NORTH OF THE
 HX1406'SUGARGROVE KNOB FIRE TOWER, ABOUT 130 YARDS NORTHEAST OF THE
 HX1406'JUNCTION OF A GRADED ROAD NORTHWEST, 150 FEET SOUTHWEST OF THE
 HX1406'JUNCTION OF THE SOUTHWEST LEG OF A GRADED ROAD LEADING EAST, SET
 HX1406'ON THE TOP OF A FLAT LEDGE OF ROCK THAT PROJECTS OUT OF THE
 HX1406'HILLSIDE INTO THE EDGE OF THE ROAD DITCH, 14 FEET NORTHWEST OF
 HX1406'THE CENTER LINE OF THE ROAD, 1 FOOT NORTHWEST OF THE SOUTHEAST
 HX1406'EDGE OF THE ROCK, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1388 ***********************************************************************
 HX1388  DESIGNATION -  J 238
 HX1388  PID         -  HX1388
 HX1388  STATE/COUNTY-  WV/GREENBRIER
 HX1388  USGS QUAD   -  RICHWOOD (1995)
 HX1388
 HX1388                         *CURRENT SURVEY CONTROL
 HX1388  ___________________________________________________________________
 HX1388* NAD 83(1986)-  38 09 07.     (N)    080 33 16.     (W)     SCALED    
 HX1388* NAVD 88     -       970.598  (meters)    3184.37   (feet)  ADJUSTED  
 HX1388  ___________________________________________________________________
 HX1388  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HX1388  DYNAMIC HT  -         969.800 (meters)    3181.75  (feet)  COMP
 HX1388  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 HX1388
 HX1388  VERT ORDER  -  SECOND    CLASS 0
 HX1388
 HX1388.The horizontal coordinates were scaled from a topographic map and have
 HX1388.an estimated accuracy of +/- 6 seconds.
 HX1388
 HX1388.The orthometric height was determined by differential leveling
 HX1388.and adjusted by the National Geodetic Survey in June 1991..
 HX1388
 HX1388.The geoid height was determined by GEOID03.
 HX1388
 HX1388.The dynamic height is computed by dividing the NAVD 88
 HX1388.geopotential number by the normal gravity value computed on the
 HX1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1388.degrees latitude (g = 980.6199 gals.).
 HX1388
 HX1388.The modeled gravity was interpolated from observed gravity values.
 HX1388
 HX1388;                    North         East    Units  Estimated Accuracy
 HX1388;SPC WV S     -   127,950.      639,050.      MT  (+/- 180 meters Scaled)
 HX1388
 HX1388                          SUPERSEDED SURVEY CONTROL
 HX1388
 HX1388  NGVD 29 (??/??/92)  970.743  (m)         3184.85   (f) ADJ UNCH    2 0
 HX1388
 HX1388.Superseded values are not recommended for survey control.
 HX1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1388.See file dsdata.txt to determine how the superseded data were derived.
 HX1388
 HX1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC390227(NAD 83)
 HX1388_MARKER: DB = BENCH MARK DISK
 HX1388_SETTING: 80 = SET IN A BOULDER
 HX1388_SP_SET: BOULDER
 HX1388_STAMPING: J 238 1962
 HX1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1388+STABILITY: SURFACE MOTION
 HX1388
 HX1388  HISTORY     - Date     Condition        Report By
 HX1388  HISTORY     - 1962     MONUMENTED       CGS
 HX1388
 HX1388                          STATION DESCRIPTION
 HX1388
 HX1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1388'5.7 MI E FROM LILE.
 HX1388'ABOUT 3.6 MILES NORTHEAST ALONG A GRADED ROAD FROM THE Y ROAD
 HX1388'JUNCTION AT LILE, THENCE ABOUT 2.1 MILES EAST ALONG A ROUGH
 HX1388'MOUNTAIN ROAD, ABOUT 0.2 MILE EAST OF THE JUNCTION OF A NARROW
 HX1388'ROAD LEADING NORTHWEST ON THE INSIDE OF A CURVE WITH TANGENTS
 HX1388'EXTENDING WEST AND SOUTH, IN A SHALLOW RAVINE, SET ON TOP OF THE
 HX1388'NORTH CORNER OF A FLAT BOULDER ABOUT 12 FOOT SQUARE WHICH PROJECTS
 HX1388'ABOUT 1 1/2 FEET, 12.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 HX1388'4 FEET SOUTH OF THE NORTH CORNER OF THE ROCK, AND ABOUT LEVEL
 HX1388'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1203 ***********************************************************************
 HX1203  DESIGNATION -  J 239
 HX1203  PID         -  HX1203
 HX1203  STATE/COUNTY-  WV/NICHOLAS
 HX1203  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1203
 HX1203                         *CURRENT SURVEY CONTROL
 HX1203  ___________________________________________________________________
 HX1203* NAD 83(1986)-  38 17 00.     (N)    080 31 40.     (W)     SCALED    
 HX1203* NAVD 88     -       714.323  (meters)    2343.57   (feet)  ADJUSTED  
 HX1203  ___________________________________________________________________
 HX1203  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HX1203  DYNAMIC HT  -         713.756 (meters)    2341.71  (feet)  COMP
 HX1203  MODELED GRAV-     979,811.2   (mgal)                       NAVD 88
 HX1203
 HX1203  VERT ORDER  -  SECOND    CLASS 0
 HX1203
 HX1203.The horizontal coordinates were scaled from a topographic map and have
 HX1203.an estimated accuracy of +/- 6 seconds.
 HX1203
 HX1203.The orthometric height was determined by differential leveling
 HX1203.and adjusted by the National Geodetic Survey in June 1991..
 HX1203
 HX1203.The geoid height was determined by GEOID03.
 HX1203
 HX1203.The dynamic height is computed by dividing the NAVD 88
 HX1203.geopotential number by the normal gravity value computed on the
 HX1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1203.degrees latitude (g = 980.6199 gals.).
 HX1203
 HX1203.The modeled gravity was interpolated from observed gravity values.
 HX1203
 HX1203;                    North         East    Units  Estimated Accuracy
 HX1203;SPC WV S     -   142,540.      641,310.      MT  (+/- 180 meters Scaled)
 HX1203
 HX1203                          SUPERSEDED SURVEY CONTROL
 HX1203
 HX1203  NGVD 29 (??/??/92)  714.456  (m)         2344.01   (f) ADJ UNCH    2 0
 HX1203
 HX1203.Superseded values are not recommended for survey control.
 HX1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1203.See file dsdata.txt to determine how the superseded data were derived.
 HX1203
 HX1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC413373(NAD 83)
 HX1203_MARKER: DB = BENCH MARK DISK
 HX1203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1203_SP_SET: ABUTMENT
 HX1203_STAMPING: J 239 1962
 HX1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1203
 HX1203  HISTORY     - Date     Condition        Report By
 HX1203  HISTORY     - 1962     MONUMENTED       CGS
 HX1203
 HX1203                          STATION DESCRIPTION
 HX1203
 HX1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1203'5.5 MI N FROM RICHWOOD.
 HX1203'ABOUT 0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1203'OFFICE AT RICHWOOD, THENCE ABOUT 2.4 MILES NORTH ALONG COUNTY ROAD
 HX1203'76, THENCE ABOUT 2.2 NORTH ALONG FOREST SERVICE ROAD 76, ON THE
 HX1203'OUTSIDE OF A SHARP -U- CURVE WITH TANGENTS EXTENDING WEST AND
 HX1203'NORTHWEST, SET ON TOP OF THE SOUTHEAST END OF THE NORTHEAST
 HX1203'ABUTMENT TO A 20 FOOT CONCRETE BRIDGE, 14 FEET SOUTHEAST OF THE
 HX1203'CENTER LINE OF THE ROAD, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 HX1203'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0832 ***********************************************************************
 JW0832  DESIGNATION -  J 24
 JW0832  PID         -  JW0832
 JW0832  STATE/COUNTY-  WV/PRESTON
 JW0832  USGS QUAD   -  KINGWOOD (1976)
 JW0832
 JW0832                         *CURRENT SURVEY CONTROL
 JW0832  ___________________________________________________________________
 JW0832* NAD 83(1986)-  39 26 01.     (N)    079 41 04.     (W)     SCALED    
 JW0832* NAVD 88     -       390.386  (meters)    1280.79   (feet)  ADJUSTED  
 JW0832  ___________________________________________________________________
 JW0832  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JW0832  DYNAMIC HT  -         390.143 (meters)    1279.99  (feet)  COMP
 JW0832  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JW0832
 JW0832  VERT ORDER  -  SECOND    CLASS 0
 JW0832
 JW0832.The horizontal coordinates were scaled from a topographic map and have
 JW0832.an estimated accuracy of +/- 6 seconds.
 JW0832
 JW0832.The orthometric height was determined by differential leveling
 JW0832.and adjusted by the National Geodetic Survey in June 1991..
 JW0832
 JW0832.The geoid height was determined by GEOID03.
 JW0832
 JW0832.The dynamic height is computed by dividing the NAVD 88
 JW0832.geopotential number by the normal gravity value computed on the
 JW0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0832.degrees latitude (g = 980.6199 gals.).
 JW0832
 JW0832.The modeled gravity was interpolated from observed gravity values.
 JW0832
 JW0832;                    North         East    Units  Estimated Accuracy
 JW0832;SPC WV N     -   103,660.      584,120.      MT  (+/- 180 meters Scaled)
 JW0832
 JW0832                          SUPERSEDED SURVEY CONTROL
 JW0832
 JW0832  NGVD 29 (??/??/92)  390.578  (m)         1281.42   (f) ADJ UNCH    2 0
 JW0832
 JW0832.Superseded values are not recommended for survey control.
 JW0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0832.See file dsdata.txt to determine how the superseded data were derived.
 JW0832
 JW0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD132657(NAD 83)
 JW0832_MARKER: DB = BENCH MARK DISK
 JW0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0832_STAMPING: J 24 1935
 JW0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0832+STABILITY: SURFACE MOTION
 JW0832
 JW0832  HISTORY     - Date     Condition        Report By
 JW0832  HISTORY     - 1935     MONUMENTED       CGS
 JW0832  HISTORY     - 1957     MARK NOT FOUND   NGS
 JW0832
 JW0832                          STATION DESCRIPTION
 JW0832
 JW0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JW0832'5.3 MI S FROM ALBRIGHT.
 JW0832'5.3 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0832'STATION AT ALBRIGHT, PRESTON COUNTY, 65 FEET SOUTH OF THE LAREW
 JW0832'POST OFFICE AND STORE AT PRESTON, 60 FEET WEST OF THE WEST RAIL,
 JW0832'AND 5 FEET SOUTH OF THE NORTHEAST CORNER OF A FENCE.  A STANDARD
 JW0832'DISK, STAMPED J 24 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0503 ***********************************************************************
 HX0503  DESIGNATION -  J 240
 HX0503  PID         -  HX0503
 HX0503  STATE/COUNTY-  WV/WEBSTER
 HX0503  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0503
 HX0503                         *CURRENT SURVEY CONTROL
 HX0503  ___________________________________________________________________
 HX0503* NAD 83(1986)-  38 25 22.     (N)    080 27 51.     (W)     SCALED    
 HX0503* NAVD 88     -       688.384  (meters)    2258.47   (feet)  ADJUSTED  
 HX0503  ___________________________________________________________________
 HX0503  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX0503  DYNAMIC HT  -         687.853 (meters)    2256.73  (feet)  COMP
 HX0503  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 HX0503
 HX0503  VERT ORDER  -  SECOND    CLASS 0
 HX0503
 HX0503.The horizontal coordinates were scaled from a topographic map and have
 HX0503.an estimated accuracy of +/- 6 seconds.
 HX0503
 HX0503.The orthometric height was determined by differential leveling
 HX0503.and adjusted by the National Geodetic Survey in June 1991..
 HX0503
 HX0503.The geoid height was determined by GEOID03.
 HX0503
 HX0503.The dynamic height is computed by dividing the NAVD 88
 HX0503.geopotential number by the normal gravity value computed on the
 HX0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0503.degrees latitude (g = 980.6199 gals.).
 HX0503
 HX0503.The modeled gravity was interpolated from observed gravity values.
 HX0503
 HX0503;                    North         East    Units  Estimated Accuracy
 HX0503;SPC WV S     -   158,050.      646,790.      MT  (+/- 180 meters Scaled)
 HX0503
 HX0503                          SUPERSEDED SURVEY CONTROL
 HX0503
 HX0503  NGVD 29 (??/??/92)  688.535  (m)         2258.97   (f) ADJ UNCH    2 0
 HX0503
 HX0503.Superseded values are not recommended for survey control.
 HX0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0503.See file dsdata.txt to determine how the superseded data were derived.
 HX0503
 HX0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC467528(NAD 83)
 HX0503_MARKER: DB = BENCH MARK DISK
 HX0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0503_SP_SET: CULVERT
 HX0503_STAMPING: J 240 1962
 HX0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0503
 HX0503  HISTORY     - Date     Condition        Report By
 HX0503  HISTORY     - 1962     MONUMENTED       CGS
 HX0503
 HX0503                          STATION DESCRIPTION
 HX0503
 HX0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0503'1.7 MI SW FROM BOLAIR.
 HX0503'1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0503'AT BOLAIR, ABOUT 6.9 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY
 HX0503'20 FROM THE FIRST BAPTIST CHURCH AT COWEN, ON THE OUTSIDE OF A
 HX0503'LONG CURVE WITH TANGENTS EXTENDING EAST AND SOUTH, 31 FEET
 HX0503'NORTHWEST OF CENTER LINE OF HIGHWAY, 1 FOOT NORTHEAST OF
 HX0503'SOUTHWEST EDGE OF HEAD WALL, ABOUT 8 FEET BELOW LEVEL OF HIGHWAY,
 HX0503'AND SET ON TOP OF NORTHWEST HEAD WALL OF A 10 FOOT BOX CULVERT
 HX0503'OVER PRICE RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0830 ***********************************************************************
 HX0830  DESIGNATION -  J 241
 HX0830  PID         -  HX0830
 HX0830  STATE/COUNTY-  WV/WEBSTER
 HX0830  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0830
 HX0830                         *CURRENT SURVEY CONTROL
 HX0830  ___________________________________________________________________
 HX0830* NAD 83(1986)-  38 19 46.     (N)    080 27 13.     (W)     SCALED    
 HX0830* NAVD 88     -       763.818  (meters)    2505.96   (feet)  ADJUSTED  
 HX0830  ___________________________________________________________________
 HX0830  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HX0830  DYNAMIC HT  -         763.196 (meters)    2503.92  (feet)  COMP
 HX0830  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 HX0830
 HX0830  VERT ORDER  -  SECOND    CLASS 0
 HX0830
 HX0830.The horizontal coordinates were scaled from a topographic map and have
 HX0830.an estimated accuracy of +/- 6 seconds.
 HX0830
 HX0830.The orthometric height was determined by differential leveling
 HX0830.and adjusted by the National Geodetic Survey in June 1991..
 HX0830
 HX0830.The geoid height was determined by GEOID03.
 HX0830
 HX0830.The dynamic height is computed by dividing the NAVD 88
 HX0830.geopotential number by the normal gravity value computed on the
 HX0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0830.degrees latitude (g = 980.6199 gals.).
 HX0830
 HX0830.The modeled gravity was interpolated from observed gravity values.
 HX0830
 HX0830;                    North         East    Units  Estimated Accuracy
 HX0830;SPC WV S     -   147,690.      647,770.      MT  (+/- 180 meters Scaled)
 HX0830
 HX0830                          SUPERSEDED SURVEY CONTROL
 HX0830
 HX0830  NGVD 29 (??/??/92)  763.931  (m)         2506.33   (f) ADJ UNCH    2 0
 HX0830
 HX0830.Superseded values are not recommended for survey control.
 HX0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0830.See file dsdata.txt to determine how the superseded data were derived.
 HX0830
 HX0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC477425(NAD 83)
 HX0830_MARKER: DB = BENCH MARK DISK
 HX0830_SETTING: 80 = SET IN A BOULDER
 HX0830_SP_SET: BOULDER
 HX0830_STAMPING: J 241 1962
 HX0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0830+STABILITY: SURFACE MOTION
 HX0830
 HX0830  HISTORY     - Date     Condition        Report By
 HX0830  HISTORY     - 1962     MONUMENTED       CGS
 HX0830
 HX0830                          STATION DESCRIPTION
 HX0830
 HX0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0830'6.6 MI SE FROM DYER.
 HX0830'5.9 MILES SOUTHWEST AND SOUTHEAST ALONG FOREST SERVICE ROAD
 HX0830'101 FROM THE FOOTBRIDGE OVER THE WILLIAMS RIVER AT DYER, THENCE
 HX0830'ABOUT 0.7 MILE SOUTHEAST ALONG FOREST SERVICE ROAD 76, ABOUT
 HX0830'0.1 MILE EAST OF BIG LAUREL RUN, ON THE OUTSIDE AT THE WEST END
 HX0830'OF A SHORT CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST, SET
 HX0830'ON TOP OF THE SOUTH END OF A ROCK THAT IS ABOUT 8-BY 12-FOOT
 HX0830'LONG BY 1-FOOT HIGH, THE ROCK HAS A 6-INCH PINE TREE GROWING
 HX0830'ON TOP OF IT, 29 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HX0830'1.7 FEET NORTH OF THE SOUTH END OF THE ROCK, 1.7 EAST OF THE
 HX0830'WEST EDGE OF THE ROCK, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 HX0830'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0804 ***********************************************************************
 HX0804  DESIGNATION -  J 242
 HX0804  PID         -  HX0804
 HX0804  STATE/COUNTY-  WV/POCAHONTAS
 HX0804  USGS QUAD   -  LOBELIA (1995)
 HX0804
 HX0804                         *CURRENT SURVEY CONTROL
 HX0804  ___________________________________________________________________
 HX0804* NAD 83(1986)-  38 12 12.     (N)    080 16 39.     (W)     SCALED    
 HX0804* NAVD 88     -      1029.626  (meters)    3378.03   (feet)  ADJUSTED  
 HX0804  ___________________________________________________________________
 HX0804  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HX0804  DYNAMIC HT  -        1028.730 (meters)    3375.09  (feet)  COMP
 HX0804  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 HX0804
 HX0804  VERT ORDER  -  SECOND    CLASS 0
 HX0804
 HX0804.The horizontal coordinates were scaled from a topographic map and have
 HX0804.an estimated accuracy of +/- 6 seconds.
 HX0804
 HX0804.The orthometric height was determined by differential leveling
 HX0804.and adjusted by the National Geodetic Survey in June 1991..
 HX0804
 HX0804.The geoid height was determined by GEOID03.
 HX0804
 HX0804.The dynamic height is computed by dividing the NAVD 88
 HX0804.geopotential number by the normal gravity value computed on the
 HX0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0804.degrees latitude (g = 980.6199 gals.).
 HX0804
 HX0804.The modeled gravity was interpolated from observed gravity values.
 HX0804
 HX0804;                    North         East    Units  Estimated Accuracy
 HX0804;SPC WV S     -   133,800.      663,280.      MT  (+/- 180 meters Scaled)
 HX0804
 HX0804                          SUPERSEDED SURVEY CONTROL
 HX0804
 HX0804  NGVD 29 (??/??/92) 1029.681  (m)         3378.21   (f) ADJ UNCH    2 0
 HX0804
 HX0804.Superseded values are not recommended for survey control.
 HX0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0804.See file dsdata.txt to determine how the superseded data were derived.
 HX0804
 HX0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC632286(NAD 83)
 HX0804_MARKER: DB = BENCH MARK DISK
 HX0804_SETTING: 80 = SET IN A BOULDER
 HX0804_SP_SET: BOULDER
 HX0804_STAMPING: J 242 1962
 HX0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0804+STABILITY: SURFACE MOTION
 HX0804
 HX0804  HISTORY     - Date     Condition        Report By
 HX0804  HISTORY     - 1962     MONUMENTED       CGS
 HX0804  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0804
 HX0804                          STATION DESCRIPTION
 HX0804
 HX0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0804'8.8 MI NW FROM MILL POINT.
 HX0804'6.7 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX0804'U.S. HIGHWAY 219 AT MILL POINT, THENCE 2.1 MILES NORTHWEST ALONG
 HX0804'FOREST SERVICE ROAD 102, ABOUT 0.45 MILES SOUTHEAST OF THE STEEL
 HX0804'GATE ACROSS THE ROAD AT THE ENTRANCE OF THE BACK COUNTRY AREA
 HX0804'OF THE MONONGAHELA NATIONAL FOREST, SET IN THE TOP OF THE EAST
 HX0804'CORNER OF A ROCK THAT IS ABOUT 15 FEET LONG, 12 FEET WIDE,
 HX0804'+3.5 FEET HIGH, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 HX0804'1 FOOT WEST OF THE EAST CORNER OF THE ROCK, ABOUT 0.6 MILES
 HX0804'NORTHWEST OF A -Y- ROAD JUNCTION, AND ABOUT 9 FEET ABOVE THE
 HX0804'LEVEL OF THE ROAD.
 HX0804
 HX0804                          STATION RECOVERY (1973)
 HX0804
 HX0804'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0877 ***********************************************************************
 HX0877  DESIGNATION -  J 243
 HX0877  PID         -  HX0877
 HX0877  STATE/COUNTY-  WV/NICHOLAS
 HX0877  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0877
 HX0877                         *CURRENT SURVEY CONTROL
 HX0877  ___________________________________________________________________
 HX0877* NAD 83(1986)-  38 14 47.     (N)    080 28 54.     (W)     SCALED    
 HX0877* NAVD 88     -       775.749  (meters)    2545.10   (feet)  ADJUSTED  
 HX0877  ___________________________________________________________________
 HX0877  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HX0877  DYNAMIC HT  -         775.120 (meters)    2543.04  (feet)  COMP
 HX0877  MODELED GRAV-     979,792.2   (mgal)                       NAVD 88
 HX0877
 HX0877  VERT ORDER  -  SECOND    CLASS 0
 HX0877
 HX0877.The horizontal coordinates were scaled from a topographic map and have
 HX0877.an estimated accuracy of +/- 6 seconds.
 HX0877
 HX0877.The orthometric height was determined by differential leveling
 HX0877.and adjusted by the National Geodetic Survey in June 1991..
 HX0877
 HX0877.The geoid height was determined by GEOID03.
 HX0877
 HX0877.The dynamic height is computed by dividing the NAVD 88
 HX0877.geopotential number by the normal gravity value computed on the
 HX0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0877.degrees latitude (g = 980.6199 gals.).
 HX0877
 HX0877.The modeled gravity was interpolated from observed gravity values.
 HX0877
 HX0877;                    North         East    Units  Estimated Accuracy
 HX0877;SPC WV S     -   138,460.      645,370.      MT  (+/- 180 meters Scaled)
 HX0877
 HX0877                          SUPERSEDED SURVEY CONTROL
 HX0877
 HX0877  NGVD 29 (??/??/92)  775.869  (m)         2545.50   (f) ADJ UNCH    2 0
 HX0877
 HX0877.Superseded values are not recommended for survey control.
 HX0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0877.See file dsdata.txt to determine how the superseded data were derived.
 HX0877
 HX0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC453332(NAD 83)
 HX0877_MARKER: DB = BENCH MARK DISK
 HX0877_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0877_SP_SET: ABUTMENT
 HX0877_STAMPING: J 243 1962
 HX0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0877
 HX0877  HISTORY     - Date     Condition        Report By
 HX0877  HISTORY     - 1962     MONUMENTED       CGS
 HX0877
 HX0877                          STATION DESCRIPTION
 HX0877
 HX0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0877'4.6 MI E FROM RICHWOOD.
 HX0877'4.6 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 HX0877'RICHWOOD, SET ON TOP OF THE SOUTHEAST ABUTMENT FOR A 150 FOOT
 HX0877'CONCRETE BRIDGE OVER THE NORTH FORK OF THE CHERRY RIVER (THE
 HX0877'CENTER ONE OF THREE BRIDGES), 1.2 FEET NORTHEAST OF THE SOUTHWEST
 HX0877'END OF THE ABUTMENT, 15 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 HX0877'AND IS 4 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0667 ***********************************************************************
 HX0667  DESIGNATION -  J 244
 HX0667  PID         -  HX0667
 HX0667  STATE/COUNTY-  WV/WEBSTER
 HX0667  USGS QUAD   -  BERGOO (1995)
 HX0667
 HX0667                         *CURRENT SURVEY CONTROL
 HX0667  ___________________________________________________________________
 HX0667* NAD 83(1986)-  38 25 23.     (N)    080 21 59.     (W)     SCALED    
 HX0667* NAVD 88     -       714.132  (meters)    2342.95   (feet)  ADJUSTED  
 HX0667  ___________________________________________________________________
 HX0667  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HX0667  DYNAMIC HT  -         713.575 (meters)    2341.12  (feet)  COMP
 HX0667  MODELED GRAV-     979,823.7   (mgal)                       NAVD 88
 HX0667
 HX0667  VERT ORDER  -  SECOND    CLASS 0
 HX0667
 HX0667.The horizontal coordinates were scaled from a topographic map and have
 HX0667.an estimated accuracy of +/- 6 seconds.
 HX0667
 HX0667.The orthometric height was determined by differential leveling
 HX0667.and adjusted by the National Geodetic Survey in June 1991..
 HX0667
 HX0667.The geoid height was determined by GEOID03.
 HX0667
 HX0667.The dynamic height is computed by dividing the NAVD 88
 HX0667.geopotential number by the normal gravity value computed on the
 HX0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0667.degrees latitude (g = 980.6199 gals.).
 HX0667
 HX0667.The modeled gravity was interpolated from observed gravity values.
 HX0667
 HX0667;                    North         East    Units  Estimated Accuracy
 HX0667;SPC WV S     -   158,130.      655,330.      MT  (+/- 180 meters Scaled)
 HX0667
 HX0667                          SUPERSEDED SURVEY CONTROL
 HX0667
 HX0667  NGVD 29 (??/??/92)  714.269  (m)         2343.40   (f) ADJ UNCH    2 0
 HX0667
 HX0667.Superseded values are not recommended for survey control.
 HX0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0667.See file dsdata.txt to determine how the superseded data were derived.
 HX0667
 HX0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC553529(NAD 83)
 HX0667_MARKER: DB = BENCH MARK DISK
 HX0667_SETTING: 66 = SET IN ROCK OUTCROP
 HX0667_SP_SET: PROJECTING ROCK
 HX0667_STAMPING: J 244 1962
 HX0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0667+STABILITY: POSITION/ELEVATION WELL
 HX0667
 HX0667  HISTORY     - Date     Condition        Report By
 HX0667  HISTORY     - 1962     MONUMENTED       CGS
 HX0667
 HX0667                          STATION DESCRIPTION
 HX0667
 HX0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0667'6.3 MI SE FROM BOLAIR.
 HX0667'0.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0667'BOLAIR, THENCE ABOUT 6.1 MILES SOUTHEAST ALONG GAULEY RIVER ROAD,
 HX0667'SET VERTICALLY IN THE WEST FACE OF THE SOUTHWEST CORNER OF A
 HX0667'ROCK THAT IS ABOUT 6 FOOT HIGH THAT PROJECTS OUT OF THE GROUND,
 HX0667'18.5 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 0.8 FEET
 HX0667'NORTH OF THE SOUTHWEST CORNER OF THE ROCK, AND ABOUT 4 FEET
 HX0667'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0618 ***********************************************************************
 HX0618  DESIGNATION -  J 245
 HX0618  PID         -  HX0618
 HX0618  STATE/COUNTY-  WV/POCAHONTAS
 HX0618  USGS QUAD   -  EDRAY (1995)
 HX0618
 HX0618                         *CURRENT SURVEY CONTROL
 HX0618  ___________________________________________________________________
 HX0618* NAD 83(1986)-  38 18 34.     (N)    080 05 44.     (W)     SCALED    
 HX0618* NAVD 88     -      1059.116  (meters)    3474.78   (feet)  ADJUSTED  
 HX0618  ___________________________________________________________________
 HX0618  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HX0618  DYNAMIC HT  -        1058.217 (meters)    3471.83  (feet)  COMP
 HX0618  MODELED GRAV-     979,742.5   (mgal)                       NAVD 88
 HX0618
 HX0618  VERT ORDER  -  FIRST     CLASS II
 HX0618
 HX0618.The horizontal coordinates were scaled from a topographic map and have
 HX0618.an estimated accuracy of +/- 6 seconds.
 HX0618
 HX0618.The orthometric height was determined by differential leveling
 HX0618.and adjusted by the National Geodetic Survey in June 1991..
 HX0618
 HX0618.The geoid height was determined by GEOID03.
 HX0618
 HX0618.The dynamic height is computed by dividing the NAVD 88
 HX0618.geopotential number by the normal gravity value computed on the
 HX0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0618.degrees latitude (g = 980.6199 gals.).
 HX0618
 HX0618.The modeled gravity was interpolated from observed gravity values.
 HX0618
 HX0618;                    North         East    Units  Estimated Accuracy
 HX0618;SPC WV S     -   145,720.      679,100.      MT  (+/- 180 meters Scaled)
 HX0618
 HX0618                          SUPERSEDED SURVEY CONTROL
 HX0618
 HX0618  NGVD 29 (??/??/92) 1059.178  (m)         3474.99   (f) ADJ UNCH    1 2
 HX0618
 HX0618.Superseded values are not recommended for survey control.
 HX0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0618.See file dsdata.txt to determine how the superseded data were derived.
 HX0618
 HX0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC790405(NAD 83)
 HX0618_MARKER: DB = BENCH MARK DISK
 HX0618_SETTING: 66 = SET IN ROCK OUTCROP
 HX0618_SP_SET: ROCK OUTCROP
 HX0618_STAMPING: J 245 1962
 HX0618_MARK LOGO: CGS   
 HX0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0618+STABILITY: POSITION/ELEVATION WELL
 HX0618
 HX0618  HISTORY     - Date     Condition        Report By
 HX0618  HISTORY     - 1962     MONUMENTED       CGS
 HX0618  HISTORY     - 1983     GOOD             NGS
 HX0618
 HX0618                          STATION DESCRIPTION
 HX0618
 HX0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0618'7 MI N FROM MARLINTON.
 HX0618'6.95 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST
 HX0618'END OF THE STATE HIGHWAY 39 BRIDGE OVER GREENBRIER RIVER AT
 HX0618'MARLINTON, ABOUT 0.25 MILE NORTH OF THE SUMMIT OF ELK MOUNTAIN,
 HX0618'SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK OUTCROP ABOUT
 HX0618'8-BY 4-FOOT WIDE IN A SMALL CUT AT THE NORTH END OF A CURVE
 HX0618'WITH THE TANGENTS EXTENDING TO THE NORTH AND SOUTHEAST, 26 FEET
 HX0618'EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE
 HX0618'WEST CORNER OF THE ROCK, ABOUT 1 FOOT ABOVE THE GROUND, AND
 HX0618'ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX0618
 HX0618                          STATION RECOVERY (1983)
 HX0618
 HX0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0759 ***********************************************************************
 HX0759  DESIGNATION -  J 246
 HX0759  PID         -  HX0759
 HX0759  STATE/COUNTY-  WV/WEBSTER
 HX0759  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0759
 HX0759                         *CURRENT SURVEY CONTROL
 HX0759  ___________________________________________________________________
 HX0759* NAD 83(1986)-  38 20 09.     (N)    080 21 29.     (W)     SCALED    
 HX0759* NAVD 88     -       752.020  (meters)    2467.25   (feet)  ADJUSTED  
 HX0759  ___________________________________________________________________
 HX0759  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HX0759  DYNAMIC HT  -         751.413 (meters)    2465.26  (feet)  COMP
 HX0759  MODELED GRAV-     979,796.8   (mgal)                       NAVD 88
 HX0759
 HX0759  VERT ORDER  -  SECOND    CLASS 0
 HX0759
 HX0759.The horizontal coordinates were scaled from a topographic map and have
 HX0759.an estimated accuracy of +/- 6 seconds.
 HX0759
 HX0759.The orthometric height was determined by differential leveling
 HX0759.and adjusted by the National Geodetic Survey in June 1991..
 HX0759
 HX0759.The geoid height was determined by GEOID03.
 HX0759
 HX0759.The dynamic height is computed by dividing the NAVD 88
 HX0759.geopotential number by the normal gravity value computed on the
 HX0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0759.degrees latitude (g = 980.6199 gals.).
 HX0759
 HX0759.The modeled gravity was interpolated from observed gravity values.
 HX0759
 HX0759;                    North         East    Units  Estimated Accuracy
 HX0759;SPC WV S     -   148,460.      656,120.      MT  (+/- 180 meters Scaled)
 HX0759
 HX0759                          SUPERSEDED SURVEY CONTROL
 HX0759
 HX0759  NGVD 29 (??/??/92)  752.131  (m)         2467.62   (f) ADJ UNCH    2 0
 HX0759
 HX0759.Superseded values are not recommended for survey control.
 HX0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0759.See file dsdata.txt to determine how the superseded data were derived.
 HX0759
 HX0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC561432(NAD 83)
 HX0759_MARKER: DB = BENCH MARK DISK
 HX0759_SETTING: 66 = SET IN ROCK OUTCROP
 HX0759_SP_SET: ROCK CLIFF
 HX0759_STAMPING: J 246 1962
 HX0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0759+STABILITY: POSITION/ELEVATION WELL
 HX0759
 HX0759  HISTORY     - Date     Condition        Report By
 HX0759  HISTORY     - 1962     MONUMENTED       CGS
 HX0759
 HX0759                          STATION DESCRIPTION
 HX0759
 HX0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0759'8 MI SE FROM DYER.
 HX0759'6.75 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD (BLACK TOP AND
 HX0759'GRADED) FROM THE METHODIST CHURCH AT DYER, THENCE ABOUT 1.3
 HX0759'MILES SOUTHEAST ALONG U.S. FOREST ROAD 108, ABOUT 1.3 MILES
 HX0759'SOUTHEAST OF THE EAST END OF THE WILLIAMS RIVER ROAD BRIDGE
 HX0759'ACROSS THE RIVER, ABOUT 0.8 MILE EAST OF A FOREST SERVICE LOCKED
 HX0759'GATE, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CLIFF ABOUT
 HX0759'0.1 MILE LONG, 66 FEET NORTH OF CENTER LINE OF THE ROAD, 30 FEET
 HX0759'WEST OF THE EAST END OF THE VISIBLE ROCK PORTION OF THE CLIFF,
 HX0759'ABOUT 0.55 MILE WEST OF A CONCRETE BRIDGE ACROSS LITTLE BEECHY
 HX0759'RUN, ABOUT 3 FEET ABOVE THE LEVEL OF GROUND, AND ABOUT 8 FEET
 HX0759'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0722 ***********************************************************************
 HX0722  DESIGNATION -  J 247
 HX0722  PID         -  HX0722
 HX0722  STATE/COUNTY-  WV/POCAHONTAS
 HX0722  USGS QUAD   -  WOODROW (1995)
 HX0722
 HX0722                         *CURRENT SURVEY CONTROL
 HX0722  ___________________________________________________________________
 HX0722* NAD 83(1986)-  38 19 55.     (N)    080 13 29.     (W)     SCALED    
 HX0722* NAVD 88     -       920.907  (meters)    3021.34   (feet)  ADJUSTED  
 HX0722  ___________________________________________________________________
 HX0722  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HX0722  DYNAMIC HT  -         920.143 (meters)    3018.84  (feet)  COMP
 HX0722  MODELED GRAV-     979,767.2   (mgal)                       NAVD 88
 HX0722
 HX0722  VERT ORDER  -  SECOND    CLASS 0
 HX0722
 HX0722.The horizontal coordinates were scaled from a topographic map and have
 HX0722.an estimated accuracy of +/- 6 seconds.
 HX0722
 HX0722.The orthometric height was determined by differential leveling
 HX0722.and adjusted by the National Geodetic Survey in June 1991..
 HX0722
 HX0722.The geoid height was determined by GEOID03.
 HX0722
 HX0722.The dynamic height is computed by dividing the NAVD 88
 HX0722.geopotential number by the normal gravity value computed on the
 HX0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0722.degrees latitude (g = 980.6199 gals.).
 HX0722
 HX0722.The modeled gravity was interpolated from observed gravity values.
 HX0722
 HX0722;                    North         East    Units  Estimated Accuracy
 HX0722;SPC WV S     -   148,120.      667,780.      MT  (+/- 180 meters Scaled)
 HX0722
 HX0722                          SUPERSEDED SURVEY CONTROL
 HX0722
 HX0722  NGVD 29 (??/??/92)  920.982  (m)         3021.59   (f) ADJ UNCH    2 0
 HX0722
 HX0722.Superseded values are not recommended for survey control.
 HX0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0722.See file dsdata.txt to determine how the superseded data were derived.
 HX0722
 HX0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC677429(NAD 83)
 HX0722_MARKER: DB = BENCH MARK DISK
 HX0722_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0722_SP_SET: ABUTMENT
 HX0722_STAMPING: J 247 1962
 HX0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0722
 HX0722  HISTORY     - Date     Condition        Report By
 HX0722  HISTORY     - 1962     MONUMENTED       CGS
 HX0722
 HX0722                          STATION DESCRIPTION
 HX0722
 HX0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0722'7.2 MI NW FROM WOODROW.
 HX0722'1.35 MILES NORTHWEST ALONG BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0722'AT WOODROW, THENCE ABOUT 3.8 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0722'ROAD 76, THENCE ABOUT 2.05 MILE NORTHWEST ALONG U.S. FORESTRY
 HX0722'ROAD 86, ABOUT 0.85 MILES SOUTHEAST OF THE JUNCTION OF U.S.
 HX0722'FORESTRY ROAD 135 LEADING NORTH ACROSS WILLIAMS RIVER AT THE
 HX0722'JUNCTION OF TEA CREEK, SET ON TOP OF THE SOUTHWEST END OF THE
 HX0722'SOUTHEAST CONCRETE ABUTMENT OF THE 25 FOOT CONCRETE BRIDGE OVER
 HX0722'SUGAR CREEK 8 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 HX0722'0.8 FEET NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT, AND
 HX0722'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0695 ***********************************************************************
 HX0695  DESIGNATION -  J 248
 HX0695  PID         -  HX0695
 HX0695  STATE/COUNTY-  WV/POCAHONTAS
 HX0695  USGS QUAD   -  SHARP KNOB (1995)
 HX0695
 HX0695                         *CURRENT SURVEY CONTROL
 HX0695  ___________________________________________________________________
 HX0695* NAD 83(1986)-  38 26 18.     (N)    080 09 30.     (W)     SCALED    
 HX0695* NAVD 88     -      1289.162  (meters)    4229.53   (feet)  ADJUSTED  
 HX0695  ___________________________________________________________________
 HX0695  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0695  DYNAMIC HT  -        1288.148 (meters)    4226.20  (feet)  COMP
 HX0695  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 HX0695
 HX0695  VERT ORDER  -  SECOND    CLASS 0
 HX0695
 HX0695.The horizontal coordinates were scaled from a topographic map and have
 HX0695.an estimated accuracy of +/- 6 seconds.
 HX0695
 HX0695.The orthometric height was determined by differential leveling
 HX0695.and adjusted by the National Geodetic Survey in June 1991..
 HX0695
 HX0695.The geoid height was determined by GEOID03.
 HX0695
 HX0695.The dynamic height is computed by dividing the NAVD 88
 HX0695.geopotential number by the normal gravity value computed on the
 HX0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0695.degrees latitude (g = 980.6199 gals.).
 HX0695
 HX0695.The modeled gravity was interpolated from observed gravity values.
 HX0695
 HX0695;                    North         East    Units  Estimated Accuracy
 HX0695;SPC WV S     -   159,970.      673,480.      MT  (+/- 180 meters Scaled)
 HX0695
 HX0695                          SUPERSEDED SURVEY CONTROL
 HX0695
 HX0695  NGVD 29 (??/??/92) 1289.290  (m)         4229.95   (f) ADJ UNCH    2 0
 HX0695
 HX0695.Superseded values are not recommended for survey control.
 HX0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0695.See file dsdata.txt to determine how the superseded data were derived.
 HX0695
 HX0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC734547(NAD 83)
 HX0695_MARKER: DB = BENCH MARK DISK
 HX0695_SETTING: 80 = SET IN A BOULDER
 HX0695_SP_SET: BOULDER
 HX0695_STAMPING: J 248 1962
 HX0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0695+STABILITY: SURFACE MOTION
 HX0695
 HX0695  HISTORY     - Date     Condition        Report By
 HX0695  HISTORY     - 1962     MONUMENTED       CGS
 HX0695
 HX0695                          STATION DESCRIPTION
 HX0695
 HX0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0695'5.4 MI NW FROM SLATY FORK.
 HX0695'4.6 MILES NORTHWEST ALONG ABANDONED RAILWAY BED (TRAIL) FROM
 HX0695'THE POST OFFICE AT SLATY FORK, THENCE ABOUT 0.8 MILES SOUTHWEST
 HX0695'ALONG U.S. FORESTRY ROAD 24, ABOUT 1 MILE NORTHEAST OF THE
 HX0695'JUNCTION OF U.S. FORESTRY ROAD 24-A LEADING NORTHWEST UP TO
 HX0695'SHARPS KNOB LOOKOUT TOWER, SET ON TOP OF A 10-BY 10-FOOT
 HX0695'BOULDER PROJECTING 2 1/2 FEET, ABOUT 41 YARDS SOUTH OF THE
 HX0695'DEEPEST POINT IN A SMALL DIP IN THE ROAD BETWEEN TWO SMALL
 HX0695'HILLS, 14.5 FEET WEST OF THE CENTER LINE OF THE ROAD, 6 FOOT
 HX0695'NORTHWEST OF THE SOUTHWEST END OF THE BOULDER, 0.6 FEET SOUTHWEST
 HX0695'OF THE NORTHEAST EDGE OF THE BOULDER, AND ABOUT 3 FEET ABOVE
 HX0695'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0879 ***********************************************************************
 HX0879  DESIGNATION -  J 249
 HX0879  PID         -  HX0879
 HX0879  STATE/COUNTY-  WV/GREENBRIER
 HX0879  USGS QUAD   -  DROOP (1995)
 HX0879
 HX0879                         *CURRENT SURVEY CONTROL
 HX0879  ___________________________________________________________________
 HX0879* NAD 83(1986)-  38 01 50.     (N)    080 17 37.     (W)     SCALED    
 HX0879* NAVD 88     -       630.111  (meters)    2067.29   (feet)  ADJUSTED  
 HX0879  ___________________________________________________________________
 HX0879  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HX0879  DYNAMIC HT  -         629.578 (meters)    2065.54  (feet)  COMP
 HX0879  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 HX0879
 HX0879  VERT ORDER  -  FIRST     CLASS II
 HX0879
 HX0879.The horizontal coordinates were scaled from a topographic map and have
 HX0879.an estimated accuracy of +/- 6 seconds.
 HX0879
 HX0879.The orthometric height was determined by differential leveling
 HX0879.and adjusted by the National Geodetic Survey in June 1991..
 HX0879
 HX0879.The geoid height was determined by GEOID03.
 HX0879
 HX0879.The dynamic height is computed by dividing the NAVD 88
 HX0879.geopotential number by the normal gravity value computed on the
 HX0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0879.degrees latitude (g = 980.6199 gals.).
 HX0879
 HX0879.The modeled gravity was interpolated from observed gravity values.
 HX0879
 HX0879;                    North         East    Units  Estimated Accuracy
 HX0879;SPC WV S     -   114,620.      662,010.      MT  (+/- 180 meters Scaled)
 HX0879
 HX0879                          SUPERSEDED SURVEY CONTROL
 HX0879
 HX0879  NGVD 29 (??/??/92)  630.220  (m)         2067.65   (f) ADJ UNCH    1 2
 HX0879
 HX0879.Superseded values are not recommended for survey control.
 HX0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0879.See file dsdata.txt to determine how the superseded data were derived.
 HX0879
 HX0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC619094(NAD 83)
 HX0879_MARKER: DB = BENCH MARK DISK
 HX0879_SETTING: 66 = SET IN ROCK OUTCROP
 HX0879_SP_SET: ROCK LEDGE
 HX0879_STAMPING: J 249 1962
 HX0879_MARK LOGO: CGS   
 HX0879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0879+STABILITY: POSITION/ELEVATION WELL
 HX0879
 HX0879  HISTORY     - Date     Condition        Report By
 HX0879  HISTORY     - 1962     MONUMENTED       CGS
 HX0879  HISTORY     - 1983     GOOD             NGS
 HX0879  HISTORY     - 1983     GOOD             NGS
 HX0879  HISTORY     - 1983     GOOD             NGS
 HX0879
 HX0879                          STATION DESCRIPTION
 HX0879
 HX0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0879'0.4 MI N FROM HORROCK.
 HX0879'0.35 MILES NORTH ALONG GRADED ROAD FROM THE CROSSING OF THE
 HX0879'CHESAPEAKE AND OHIO RAILROAD AT HORROCK, ABOUT 91 YARDS SOUTH OF
 HX0879'THE JUNCTION OF A BLACK TOP ROAD, SET VERTICALLY ON THE EAST
 HX0879'FACE OF A ROCK LEDGE, ABOUT 30 FEET LONG BY 6 FEET WIDE IN A
 HX0879'DEEP ROCK CUT UNDER AN OVERHEAD POWER LINE CROSSING RUNNING
 HX0879'SOUTHWEST AND NORTHEAST, 13 FEET WEST OF THE CENTER LINE OF THE
 HX0879'ROAD, 22 FEET WEST OF AND ACROSS THE ROAD FROM THE WEST BANK OF A
 HX0879'UNNAMED STREAM, 12 1/2 FEET NORTH OF THE SOUTH END OF THE ROCK
 HX0879'LEDGE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0879
 HX0879                          STATION RECOVERY (1983)
 HX0879
 HX0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0879'RECOVERED IN GOOD CONDITION.
 HX0879
 HX0879                          STATION RECOVERY (1983)
 HX0879
 HX0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0879'RECOVERED IN GOOD CONDITION.
 HX0879
 HX0879                          STATION RECOVERY (1983)
 HX0879
 HX0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2630 ***********************************************************************
 HX2630  DESIGNATION -  J 25
 HX2630  PID         -  HX2630
 HX2630  STATE/COUNTY-  WV/JACKSON
 HX2630  USGS QUAD   -  RAVENSWOOD (1994)
 HX2630
 HX2630                         *CURRENT SURVEY CONTROL
 HX2630  ___________________________________________________________________
 HX2630* NAD 83(1986)-  38 56 31.     (N)    081 45 26.     (W)     SCALED    
 HX2630* NAVD 88     -       177.726  (meters)     583.09   (feet)  ADJUSTED  
 HX2630  ___________________________________________________________________
 HX2630  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 HX2630  DYNAMIC HT  -         177.612 (meters)     582.72  (feet)  COMP
 HX2630  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 HX2630
 HX2630  VERT ORDER  -  FIRST     CLASS II
 HX2630
 HX2630.The horizontal coordinates were scaled from a topographic map and have
 HX2630.an estimated accuracy of +/- 6 seconds.
 HX2630
 HX2630.The orthometric height was determined by differential leveling
 HX2630.and adjusted by the National Geodetic Survey in June 1991..
 HX2630
 HX2630.The geoid height was determined by GEOID03.
 HX2630
 HX2630.The dynamic height is computed by dividing the NAVD 88
 HX2630.geopotential number by the normal gravity value computed on the
 HX2630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2630.degrees latitude (g = 980.6199 gals.).
 HX2630
 HX2630.The modeled gravity was interpolated from observed gravity values.
 HX2630
 HX2630;                    North         East    Units  Estimated Accuracy
 HX2630;SPC WV S     -   215,810.      534,350.      MT  (+/- 180 meters Scaled)
 HX2630
 HX2630                          SUPERSEDED SURVEY CONTROL
 HX2630
 HX2630  NGVD 29 (??/??/92)  177.90   (m)          583.7    (f) COMPUTED    1 2
 HX2630
 HX2630.Superseded values are not recommended for survey control.
 HX2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2630.See file dsdata.txt to determine how the superseded data were derived.
 HX2630
 HX2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD343106(NAD 83)
 HX2630_MARKER: DB = BENCH MARK DISK
 HX2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2630_STAMPING: J 25 1935
 HX2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2630+STABILITY: SURFACE MOTION
 HX2630
 HX2630  HISTORY     - Date     Condition        Report By
 HX2630  HISTORY     - 1935     MONUMENTED       CGS
 HX2630  HISTORY     - 1958     MARK NOT FOUND   NGS
 HX2630
 HX2630                          STATION DESCRIPTION
 HX2630
 HX2630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2630'0.6 MI SE FROM RAVENSWOOD.
 HX2630'ORIGINAL DESCRIPTION - 0.6 MILE SOUTHEAST ALONG THE BALTIMORE
 HX2630'AND OHIO RAILROAD FROM THE STATION AT RAVENSWOOD, AT THE NORTH
 HX2630'END OF THE Y-TRACK OF A BRANCH LINE LEADING EAST, 3 POLES
 HX2630'SOUTH ACROSS THE TRACK FROM POLE 128+30, AT THE SOUTH TIP OF THE
 HX2630'GOVERNMENT LAND AROUND U.S. LOCK AND DAM 22, 29.3 FEET SOUTHWEST
 HX2630'OF THE CENTERLINE OF THE MAIN TRACK, 12.5 FEET NORTHWEST OF
 HX2630'THE CENTERLINE OF A GRAVEL ROAD LEADING TO U.S. LOCK 22, 2.8 FEET
 HX2630'NORTHEAST OF A DANGER SIGN AT THE SOUTHEAST END OF A IRON-PIPE
 HX2630'GUARDRAIL, 1.3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 HX2630'AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HX2630'J 25 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 HX2630'FOOT ABOVE GROUND.  NOTE-- DESCRIPTION NOT ACCURATE ENOUGH FOR
 HX2630'PRESENT DAY CONDITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0901 ***********************************************************************
 HX0901  DESIGNATION -  J 250
 HX0901  PID         -  HX0901
 HX0901  STATE/COUNTY-  WV/POCAHONTAS
 HX0901  USGS QUAD   -  DROOP (1995)
 HX0901
 HX0901                         *CURRENT SURVEY CONTROL
 HX0901  ___________________________________________________________________
 HX0901* NAD 83(1986)-  38 05 37.     (N)    080 17 57.     (W)     SCALED    
 HX0901* NAVD 88     -       808.211  (meters)    2651.61   (feet)  ADJUSTED  
 HX0901  ___________________________________________________________________
 HX0901  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX0901  DYNAMIC HT  -         807.534 (meters)    2649.38  (feet)  COMP
 HX0901  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 HX0901
 HX0901  VERT ORDER  -  SECOND    CLASS 0
 HX0901
 HX0901.The horizontal coordinates were scaled from a topographic map and have
 HX0901.an estimated accuracy of +/- 6 seconds.
 HX0901
 HX0901.The orthometric height was determined by differential leveling
 HX0901.and adjusted by the National Geodetic Survey in June 1991..
 HX0901
 HX0901.The geoid height was determined by GEOID03.
 HX0901
 HX0901.The dynamic height is computed by dividing the NAVD 88
 HX0901.geopotential number by the normal gravity value computed on the
 HX0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0901.degrees latitude (g = 980.6199 gals.).
 HX0901
 HX0901.The modeled gravity was interpolated from observed gravity values.
 HX0901
 HX0901;                    North         East    Units  Estimated Accuracy
 HX0901;SPC WV S     -   121,610.      661,470.      MT  (+/- 180 meters Scaled)
 HX0901
 HX0901                          SUPERSEDED SURVEY CONTROL
 HX0901
 HX0901  NGVD 29 (??/??/92)  808.301  (m)         2651.90   (f) ADJ UNCH    2 0
 HX0901
 HX0901.Superseded values are not recommended for survey control.
 HX0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0901.See file dsdata.txt to determine how the superseded data were derived.
 HX0901
 HX0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC614164(NAD 83)
 HX0901_MARKER: DB = BENCH MARK DISK
 HX0901_SETTING: 66 = SET IN ROCK OUTCROP
 HX0901_SP_SET: ROCK LEDGE
 HX0901_STAMPING: J 250 1962
 HX0901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0901+STABILITY: POSITION/ELEVATION WELL
 HX0901
 HX0901  HISTORY     - Date     Condition        Report By
 HX0901  HISTORY     - 1962     MONUMENTED       CGS
 HX0901  HISTORY     - 1983     GOOD             NGS
 HX0901
 HX0901                          STATION DESCRIPTION
 HX0901
 HX0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0901'3.5 MI S FROM LOBELIA.
 HX0901'3.5 MILES SOUTH ALONG BLACK TOP ROAD FROM JUNCTION OF GRADED
 HX0901'ROAD, SET VERTICALLY IN EAST FACE OF ROCK LEDGE 1 FOOT WIDE IN
 HX0901'A ROCK CUT ABOUT 65 YARDS LONG AT JUNCTION OF A BLACK TOP ROAD
 HX0901'LEADING SOUTH BY SOUTHWEST WHERE MAIN BLACK TOP ROAD TURNS EAST
 HX0901'AND GOES TO U.S. HIGHWAY 219, 23 FEET WEST OF CENTER LINE OF
 HX0901'BLACK TOP ROAD LEADING WEST AND SOUTHWEST, 182 FEET SOUTH OF
 HX0901'CENTER LINE OF JUNCTION OF TWO BLACK TOP ROADS, 97 FEET SOUTH
 HX0901'OF THE NORTH END OF THE ROCK CUT, AND ABOUT 2 FEET ABOVE THE
 HX0901'LEVEL OF THE ROAD.
 HX0901
 HX0901                          STATION RECOVERY (1983)
 HX0901
 HX0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2120 ***********************************************************************
 HW2120  DESIGNATION -  J 251
 HW2120  PID         -  HW2120
 HW2120  STATE/COUNTY-  WV/RANDOLPH
 HW2120  USGS QUAD   -  BEVERLY WEST (1995)
 HW2120
 HW2120                         *CURRENT SURVEY CONTROL
 HW2120  ___________________________________________________________________
 HW2120* NAD 83(1986)-  38 46 36.     (N)    079 57 24.     (W)     SCALED    
 HW2120* NAVD 88     -       742.922  (meters)    2437.40   (feet)  ADJUSTED  
 HW2120  ___________________________________________________________________
 HW2120  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HW2120  DYNAMIC HT  -         742.379 (meters)    2435.62  (feet)  COMP
 HW2120  MODELED GRAV-     979,871.8   (mgal)                       NAVD 88
 HW2120
 HW2120  VERT ORDER  -  FIRST     CLASS II
 HW2120
 HW2120.The horizontal coordinates were scaled from a topographic map and have
 HW2120.an estimated accuracy of +/- 6 seconds.
 HW2120
 HW2120.The orthometric height was determined by differential leveling
 HW2120.and adjusted by the National Geodetic Survey in June 1991..
 HW2120
 HW2120.The geoid height was determined by GEOID03.
 HW2120
 HW2120.The dynamic height is computed by dividing the NAVD 88
 HW2120.geopotential number by the normal gravity value computed on the
 HW2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2120.degrees latitude (g = 980.6199 gals.).
 HW2120
 HW2120.The modeled gravity was interpolated from observed gravity values.
 HW2120
 HW2120;                    North         East    Units  Estimated Accuracy
 HW2120;SPC WV S     -   197,710.      690,660.      MT  (+/- 180 meters Scaled)
 HW2120
 HW2120                          SUPERSEDED SURVEY CONTROL
 HW2120
 HW2120  NGVD 29 (??/??/92)  743.079  (m)         2437.92   (f) ADJ UNCH    1 2
 HW2120
 HW2120.Superseded values are not recommended for survey control.
 HW2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2120.See file dsdata.txt to determine how the superseded data were derived.
 HW2120
 HW2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC906925(NAD 83)
 HW2120_MARKER: DB = BENCH MARK DISK
 HW2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2120_STAMPING: J 251 1962
 HW2120_MARK LOGO: CGS   
 HW2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2120+STABILITY: SURFACE MOTION
 HW2120
 HW2120  HISTORY     - Date     Condition        Report By
 HW2120  HISTORY     - 1962     MONUMENTED       CGS
 HW2120  HISTORY     - 1983     GOOD             NGS
 HW2120
 HW2120                          STATION DESCRIPTION
 HW2120
 HW2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2120'2.2 MI NW FROM VALLEY BEND.
 HW2120'ABOUT 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2120'POST OFFICE AT VALLEY BEND, THENCE 1.3 MILES NORTHWEST ALONG A
 HW2120'GRAVEL ROAD, 75 YARDS WEST OF THE CENTER OF THE JUNCTION OF A BLACK
 HW2120'TOP ROAD LEADING NORTH, 26 1/2 FEET SOUTH OF THE CENTER LINE
 HW2120'OF THE ROAD, 2 FEET NORTHEAST OF A WIRE FENCE, 125 YARDS WEST OF
 HW2120'A SMALL WOODEN FRAME HOUSE, 3 FEET NORTHWEST OF A STEEL WITNESS
 HW2120'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IS SET IN
 HW2120'THE TOP OF A CONCRETE POST THAT IS PROJECTING ABOUT 2-INCHES.
 HW2120
 HW2120                          STATION RECOVERY (1983)
 HW2120
 HW2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0891 ***********************************************************************
 JW0891  DESIGNATION -  J 251 M CO
 JW0891  PID         -  JW0891
 JW0891  STATE/COUNTY-  WV/MONONGALIA
 JW0891  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0891
 JW0891                         *CURRENT SURVEY CONTROL
 JW0891  ___________________________________________________________________
 JW0891* NAD 83(1986)-  39 38 02.     (N)    079 57 08.     (W)     SCALED    
 JW0891* NAVD 88     -       295.829  (meters)     970.57   (feet)  ADJUSTED  
 JW0891  ___________________________________________________________________
 JW0891  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JW0891  DYNAMIC HT  -         295.654 (meters)     969.99  (feet)  COMP
 JW0891  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 JW0891
 JW0891  VERT ORDER  -  FIRST     CLASS II
 JW0891
 JW0891.The horizontal coordinates were scaled from a topographic map and have
 JW0891.an estimated accuracy of +/- 6 seconds.
 JW0891
 JW0891.The orthometric height was determined by differential leveling
 JW0891.and adjusted by the National Geodetic Survey in June 1991..
 JW0891
 JW0891.The geoid height was determined by GEOID03.
 JW0891
 JW0891.The dynamic height is computed by dividing the NAVD 88
 JW0891.geopotential number by the normal gravity value computed on the
 JW0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0891.degrees latitude (g = 980.6199 gals.).
 JW0891
 JW0891.The modeled gravity was interpolated from observed gravity values.
 JW0891
 JW0891;                    North         East    Units  Estimated Accuracy
 JW0891;SPC WV N     -   125,980.      561,180.      MT  (+/- 180 meters Scaled)
 JW0891
 JW0891                          SUPERSEDED SURVEY CONTROL
 JW0891
 JW0891  NGVD 29 (??/??/??)  295.95   (m)          971.0    (f) RESET       3  
 JW0891
 JW0891.Superseded values are not recommended for survey control.
 JW0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0891.See file dsdata.txt to determine how the superseded data were derived.
 JW0891
 JW0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND899876(NAD 83)
 JW0891_MARKER: DB = BENCH MARK DISK
 JW0891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0891_SP_SET: BUILDING
 JW0891_STAMPING: J 251 1962
 JW0891_MARK LOGO: CGS   
 JW0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0891
 JW0891  HISTORY     - Date     Condition        Report By
 JW0891  HISTORY     - 1962     MONUMENTED       CGS
 JW0891  HISTORY     - 1983     GOOD             NGS
 JW0891  HISTORY     - 1989     GOOD             USPSQD
 JW0891
 JW0891                          STATION DESCRIPTION
 JW0891
 JW0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JW0891'AT MORGANTOWN.
 JW0891'AT MORGANTOWN, ON THE CAMPUS OF WEST VIRGINIA UNIVERSITY, SET
 JW0891'VERTICALLY IN THE NORTHWEST FACE AND NEAR THE NORTH CORNER OF
 JW0891'THE MENS DORMITORY, AT THE JUNCTION OF NORTH HIGH STREET AND
 JW0891'MAIDENS LANE, 14.5 FEET SOUTHEAST OF THE SOUTHEAST CONCRETE CURB
 JW0891'LINE OF NORTH HIGH STREET, 34 FEET SOUTHWEST OF THE NORTH CORNER
 JW0891'OF THE DORMITORY, 7.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 JW0891'WALK LEADING SOUTHEAST TO THE ENTRANCE OF THE BUILDING (BUILDING
 JW0891'HAS OFFSET AND NORTHEAST - SOUTHWEST WALK CONNECTING WINGS), AND
 JW0891'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF GROUND.
 JW0891
 JW0891                          STATION RECOVERY (1983)
 JW0891
 JW0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0891'RECOVERED IN GOOD CONDITION.
 JW0891
 JW0891                          STATION RECOVERY (1989)
 JW0891
 JW0891'RECOVERY NOTE BY US POWER SQUADRON 1989 (CET)
 JW0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0788 ***********************************************************************
 HX0788  DESIGNATION -  J 252
 HX0788  PID         -  HX0788
 HX0788  STATE/COUNTY-  WV/POCAHONTAS
 HX0788  USGS QUAD   -  WOODROW (1995)
 HX0788
 HX0788                         *CURRENT SURVEY CONTROL
 HX0788  ___________________________________________________________________
 HX0788* NAD 83(1986)-  38 17 44.     (N)    080 14 48.     (W)     SCALED    
 HX0788* NAVD 88     -      1284.740  (meters)    4215.02   (feet)  ADJUSTED  
 HX0788  ___________________________________________________________________
 HX0788  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0788  DYNAMIC HT  -        1283.682 (meters)    4211.55  (feet)  COMP
 HX0788  MODELED GRAV-     979,757.8   (mgal)                       NAVD 88
 HX0788
 HX0788  VERT ORDER  -  SECOND    CLASS 0
 HX0788
 HX0788.The horizontal coordinates were scaled from a topographic map and have
 HX0788.an estimated accuracy of +/- 6 seconds.
 HX0788
 HX0788.The orthometric height was determined by differential leveling
 HX0788.and adjusted by the National Geodetic Survey in June 1991..
 HX0788
 HX0788.The geoid height was determined by GEOID03.
 HX0788
 HX0788.The dynamic height is computed by dividing the NAVD 88
 HX0788.geopotential number by the normal gravity value computed on the
 HX0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0788.degrees latitude (g = 980.6199 gals.).
 HX0788
 HX0788.The modeled gravity was interpolated from observed gravity values.
 HX0788
 HX0788;                    North         East    Units  Estimated Accuracy
 HX0788;SPC WV S     -   144,060.      665,900.      MT  (+/- 180 meters Scaled)
 HX0788
 HX0788                          SUPERSEDED SURVEY CONTROL
 HX0788
 HX0788  NGVD 29 (??/??/92) 1284.840  (m)         4215.35   (f) ADJ UNCH    2 0
 HX0788
 HX0788.Superseded values are not recommended for survey control.
 HX0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0788.See file dsdata.txt to determine how the superseded data were derived.
 HX0788
 HX0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC658388(NAD 83)
 HX0788_MARKER: DB = BENCH MARK DISK
 HX0788_SETTING: 80 = SET IN A BOULDER
 HX0788_SP_SET: BOULDER
 HX0788_STAMPING: J 252 1962
 HX0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0788+STABILITY: SURFACE MOTION
 HX0788
 HX0788  HISTORY     - Date     Condition        Report By
 HX0788  HISTORY     - 1962     MONUMENTED       CGS
 HX0788
 HX0788                          STATION DESCRIPTION
 HX0788
 HX0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0788'10 MI NW FROM WOODROW.
 HX0788'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0788'GRADE SCHOOL, THENCE 8.7 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0788'ROAD 76, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING TO
 HX0788'THE NORTHEAST AND SOUTHWEST, 168 FEET NORTH OF THE APPROXIMATE
 HX0788'CENTER OF THE CURVE SOUTHWEST, SET VERTICALLY IN THE EAST FACE OF
 HX0788'A ROCK THAT IS ABOUT 14-BY 10-FOOT HIGH, 4 FEET SOUTH OF THE
 HX0788'NORTH END OF THE ROCK, 15 FEET EAST OF THE CENTER LINE OF THE
 HX0788'ROAD, 3 1/2 ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0657 ***********************************************************************
 HX0657  DESIGNATION -  J 253
 HX0657  PID         -  HX0657
 HX0657  STATE/COUNTY-  WV/POCAHONTAS
 HX0657  USGS QUAD   -  MINGO (1995)
 HX0657
 HX0657                         *CURRENT SURVEY CONTROL
 HX0657  ___________________________________________________________________
 HX0657* NAD 83(1986)-  38 24 58.     (N)    080 02 23.     (W)     SCALED    
 HX0657* NAVD 88     -       906.733  (meters)    2974.84   (feet)  ADJUSTED  
 HX0657  ___________________________________________________________________
 HX0657  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0657  DYNAMIC HT  -         905.990 (meters)    2972.40  (feet)  COMP
 HX0657  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 HX0657
 HX0657  VERT ORDER  -  FIRST     CLASS II
 HX0657
 HX0657.The horizontal coordinates were scaled from a topographic map and have
 HX0657.an estimated accuracy of +/- 6 seconds.
 HX0657
 HX0657.The orthometric height was determined by differential leveling
 HX0657.and adjusted by the National Geodetic Survey in June 1991..
 HX0657
 HX0657.The geoid height was determined by GEOID03.
 HX0657
 HX0657.The dynamic height is computed by dividing the NAVD 88
 HX0657.geopotential number by the normal gravity value computed on the
 HX0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0657.degrees latitude (g = 980.6199 gals.).
 HX0657
 HX0657.The modeled gravity was interpolated from observed gravity values.
 HX0657
 HX0657;                    North         East    Units  Estimated Accuracy
 HX0657;SPC WV S     -   157,610.      683,860.      MT  (+/- 180 meters Scaled)
 HX0657
 HX0657                          SUPERSEDED SURVEY CONTROL
 HX0657
 HX0657  NGVD 29 (??/??/92)  906.789  (m)         2975.02   (f) ADJ UNCH    1 2
 HX0657
 HX0657.Superseded values are not recommended for survey control.
 HX0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0657.See file dsdata.txt to determine how the superseded data were derived.
 HX0657
 HX0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC838524(NAD 83)
 HX0657_MARKER: DB = BENCH MARK DISK
 HX0657_SETTING: 80 = SET IN A BOULDER
 HX0657_SP_SET: BOULDER
 HX0657_STAMPING: J 253 1962
 HX0657_MARK LOGO: CGS   
 HX0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0657+STABILITY: SURFACE MOTION
 HX0657
 HX0657  HISTORY     - Date     Condition        Report By
 HX0657  HISTORY     - 1962     MONUMENTED       CGS
 HX0657  HISTORY     - 1983     GOOD             NGS
 HX0657
 HX0657                          STATION DESCRIPTION
 HX0657
 HX0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0657'0.4 MI SE FROM LINWOOD.
 HX0657'0.4 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HX0657'U.S. HIGHWAY 219 AT LINWOOD, 30 FEET SOUTHWEST OF CENTER LINE
 HX0657'OF ROAD, ABOUT 3 FEET ABOVE LEVEL OF ROAD, ABOUT 86 YARDS SOUTH
 HX0657'OF SOUTHEAST CORNER OF PRESBYTERIAN CHURCH, 1 FOOT NORTH OF SOUTH
 HX0657'END OF BOULDER, AND SET ON TOP OF A 12 FOOT LONG-BY-8 FOOT
 HX0657'WIDE-BY-4 1/2 FOOT HIGH EMBEDDED BOULDER.
 HX0657
 HX0657                          STATION RECOVERY (1983)
 HX0657
 HX0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1957 ***********************************************************************
 HW1957  DESIGNATION -  J 254
 HW1957  PID         -  HW1957
 HW1957  STATE/COUNTY-  WV/RANDOLPH
 HW1957  USGS QUAD   -  MILL CREEK (1995)
 HW1957
 HW1957                         *CURRENT SURVEY CONTROL
 HW1957  ___________________________________________________________________
 HW1957* NAD 83(1986)-  38 41 22.     (N)    079 59 49.     (W)     SCALED    
 HW1957* NAVD 88     -       636.660  (meters)    2088.78   (feet)  ADJUSTED  
 HW1957  ___________________________________________________________________
 HW1957  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HW1957  DYNAMIC HT  -         636.187 (meters)    2087.22  (feet)  COMP
 HW1957  MODELED GRAV-     979,863.3   (mgal)                       NAVD 88
 HW1957
 HW1957  VERT ORDER  -  FIRST     CLASS II
 HW1957
 HW1957.The horizontal coordinates were scaled from a topographic map and have
 HW1957.an estimated accuracy of +/- 6 seconds.
 HW1957
 HW1957.The orthometric height was determined by differential leveling
 HW1957.and adjusted by the National Geodetic Survey in June 1991..
 HW1957
 HW1957.The geoid height was determined by GEOID03.
 HW1957
 HW1957.The dynamic height is computed by dividing the NAVD 88
 HW1957.geopotential number by the normal gravity value computed on the
 HW1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1957.degrees latitude (g = 980.6199 gals.).
 HW1957
 HW1957.The modeled gravity was interpolated from observed gravity values.
 HW1957
 HW1957;                    North         East    Units  Estimated Accuracy
 HW1957;SPC WV S     -   187,990.      687,270.      MT  (+/- 180 meters Scaled)
 HW1957
 HW1957                          SUPERSEDED SURVEY CONTROL
 HW1957
 HW1957  NGVD 29 (??/??/92)  636.804  (m)         2089.25   (f) ADJ UNCH    1 2
 HW1957
 HW1957.Superseded values are not recommended for survey control.
 HW1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1957.See file dsdata.txt to determine how the superseded data were derived.
 HW1957
 HW1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC872827(NAD 83)
 HW1957_MARKER: DB = BENCH MARK DISK
 HW1957_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW1957_STAMPING: J 254 1962
 HW1957_MARK LOGO: CGS   
 HW1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1957+STABILITY: SURFACE MOTION
 HW1957
 HW1957  HISTORY     - Date     Condition        Report By
 HW1957  HISTORY     - 1962     MONUMENTED       CGS
 HW1957  HISTORY     - 1983     GOOD             NGS
 HW1957
 HW1957                          STATION DESCRIPTION
 HW1957
 HW1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1957'2 MI SW FROM HUTTONSVILLE.
 HW1957'ABOUT 1.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE
 HW1957'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, ON THE
 HW1957'INSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST,
 HW1957'150 FEET NORTHEAST OF FARM HOUSE DRIVEWAY, 18 FEET NORTHWEST OF
 HW1957'CENTER LINE OF HIGHWAY, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY,
 HW1957'AND SET ON TOP OF NORTHEAST END OF NORTHWEST HEAD WALL OF A 12
 HW1957'FOOT CONCRETE BOX CULVERT.
 HW1957
 HW1957                          STATION RECOVERY (1983)
 HW1957
 HW1957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0683 ***********************************************************************
 HX0683  DESIGNATION -  J 255
 HX0683  PID         -  HX0683
 HX0683  STATE/COUNTY-  WV/RANDOLPH
 HX0683  USGS QUAD   -  SHARP KNOB (1995)
 HX0683
 HX0683                         *CURRENT SURVEY CONTROL
 HX0683  ___________________________________________________________________
 HX0683* NAD 83(1986)-  38 25 09.     (N)    080 13 01.     (W)     SCALED    
 HX0683* NAVD 88     -      1063.072  (meters)    3487.76   (feet)  ADJUSTED  
 HX0683  ___________________________________________________________________
 HX0683  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HX0683  DYNAMIC HT  -        1062.222 (meters)    3484.97  (feet)  COMP
 HX0683  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 HX0683
 HX0683  VERT ORDER  -  SECOND    CLASS 0
 HX0683
 HX0683.The horizontal coordinates were scaled from a topographic map and have
 HX0683.an estimated accuracy of +/- 6 seconds.
 HX0683
 HX0683.The orthometric height was determined by differential leveling
 HX0683.and adjusted by the National Geodetic Survey in June 1991..
 HX0683
 HX0683.The geoid height was determined by GEOID03.
 HX0683
 HX0683.The dynamic height is computed by dividing the NAVD 88
 HX0683.geopotential number by the normal gravity value computed on the
 HX0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0683.degrees latitude (g = 980.6199 gals.).
 HX0683
 HX0683.The modeled gravity was interpolated from observed gravity values.
 HX0683
 HX0683;                    North         East    Units  Estimated Accuracy
 HX0683;SPC WV S     -   157,800.      668,380.      MT  (+/- 180 meters Scaled)
 HX0683
 HX0683                          SUPERSEDED SURVEY CONTROL
 HX0683
 HX0683  NGVD 29 (??/??/92) 1063.187  (m)         3488.14   (f) ADJ UNCH    2 0
 HX0683
 HX0683.Superseded values are not recommended for survey control.
 HX0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0683.See file dsdata.txt to determine how the superseded data were derived.
 HX0683
 HX0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC683526(NAD 83)
 HX0683_MARKER: DB = BENCH MARK DISK
 HX0683_SETTING: 66 = SET IN ROCK OUTCROP
 HX0683_SP_SET: ROCK CUT
 HX0683_STAMPING: J 255 1962
 HX0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0683+STABILITY: POSITION/ELEVATION WELL
 HX0683
 HX0683  HISTORY     - Date     Condition        Report By
 HX0683  HISTORY     - 1962     MONUMENTED       CGS
 HX0683
 HX0683                          STATION DESCRIPTION
 HX0683
 HX0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0683'17.7 MI SE FROM BOLAIR.
 HX0683'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0683'BOLAIR, THENCE 17.5 MILES SOUTHEAST ALONG GAULEY RIVER ROAD,
 HX0683'ON THE INSIDE OF A LONG CURVE WITH THE TANGENTS EXTENDING TO
 HX0683'THE NORTHEAST AND NORTHWEST, ON TOP OF A ROCK THAT IS ABOUT
 HX0683'16-FOOT BY 4-FOOT WIDE AND 6-FOOT HIGH AT THE SOUTH SIDE AND IS
 HX0683'EMBEDDED IN A HIGH CUT ON THE NORTH SIDE, 58 FEET NORTH OF THE
 HX0683'CENTER LINE OF THE ROAD, 1.3 FEET SOUTHWEST OF THE NORTHEAST
 HX0683'CORNER OF THE ROCK, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0592 ***********************************************************************
 HX0592  DESIGNATION -  J 256
 HX0592  PID         -  HX0592
 HX0592  STATE/COUNTY-  WV/RANDOLPH
 HX0592  USGS QUAD   -  MINGO (1995)
 HX0592
 HX0592                         *CURRENT SURVEY CONTROL
 HX0592  ___________________________________________________________________
 HX0592* NAD 83(1986)-  38 28 45.     (N)    080 06 55.     (W)     SCALED    
 HX0592* NAVD 88     -       759.993  (meters)    2493.41   (feet)  ADJUSTED  
 HX0592  ___________________________________________________________________
 HX0592  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HX0592  DYNAMIC HT  -         759.393 (meters)    2491.44  (feet)  COMP
 HX0592  MODELED GRAV-     979,814.0   (mgal)                       NAVD 88
 HX0592
 HX0592  VERT ORDER  -  SECOND    CLASS 0
 HX0592
 HX0592.The horizontal coordinates were scaled from a topographic map and have
 HX0592.an estimated accuracy of +/- 6 seconds.
 HX0592
 HX0592.The orthometric height was determined by differential leveling
 HX0592.and adjusted by the National Geodetic Survey in June 1991..
 HX0592
 HX0592.The geoid height was determined by GEOID03.
 HX0592
 HX0592.The dynamic height is computed by dividing the NAVD 88
 HX0592.geopotential number by the normal gravity value computed on the
 HX0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0592.degrees latitude (g = 980.6199 gals.).
 HX0592
 HX0592.The modeled gravity was interpolated from observed gravity values.
 HX0592
 HX0592;                    North         East    Units  Estimated Accuracy
 HX0592;SPC WV S     -   164,540.      677,190.      MT  (+/- 180 meters Scaled)
 HX0592
 HX0592                          SUPERSEDED SURVEY CONTROL
 HX0592
 HX0592  NGVD 29 (??/??/92)  760.101  (m)         2493.76   (f) ADJ UNCH    2 0
 HX0592
 HX0592.Superseded values are not recommended for survey control.
 HX0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0592.See file dsdata.txt to determine how the superseded data were derived.
 HX0592
 HX0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC771593(NAD 83)
 HX0592_MARKER: DB = BENCH MARK DISK
 HX0592_SETTING: 66 = SET IN ROCK OUTCROP
 HX0592_SP_SET: ROCK CUT
 HX0592_STAMPING: J 256 1962
 HX0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0592+STABILITY: POSITION/ELEVATION WELL
 HX0592
 HX0592  HISTORY     - Date     Condition        Report By
 HX0592  HISTORY     - 1962     MONUMENTED       CGS
 HX0592
 HX0592                          STATION DESCRIPTION
 HX0592
 HX0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0592'10 MI S FROM MONTERVILLE.
 HX0592'1.3 MILES EAST ALONG STATE HIGHWAY 15 FROM THE MONTERVILLE
 HX0592'SCHOOL, THENCE ABOUT 8.7 MILES SOUTHWEST ALONG VALLEY FORK ROAD,
 HX0592'0.4 MILE NORTH OF THE RANDOLPH AND POCAHONTAS COUNTY LINE, SET
 HX0592'VERTICALLY IN THE SOUTHWEST FACE OF A IRREGULAR ROCK CUT ALONG
 HX0592'THE EAST SIDE OF THE ROAD, 54 FEET NORTH OF THE SOUTH END OF
 HX0592'THE ROCK, 29 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET
 HX0592'ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0592'NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 5.2 MILES NORTH
 HX0592'ALONG THE WESTERN MARYLAND RAILWAY FROM THE POST OFFICE AT SLATY
 HX0592'FORK, THENCE ABOUT 0.1 MILE ACROSS COUNTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0029 ***********************************************************************
 HX0029  DESIGNATION -  J 257
 HX0029  PID         -  HX0029
 HX0029  STATE/COUNTY-  WV/RANDOLPH
 HX0029  USGS QUAD   -  SAMP (1995)
 HX0029
 HX0029                         *CURRENT SURVEY CONTROL
 HX0029  ___________________________________________________________________
 HX0029* NAD 83(1986)-  38 33 21.     (N)    080 10 15.     (W)     SCALED    
 HX0029* NAVD 88     -      1155.918  (meters)    3792.37   (feet)  ADJUSTED  
 HX0029  ___________________________________________________________________
 HX0029  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HX0029  DYNAMIC HT  -        1154.948 (meters)    3789.19  (feet)  COMP
 HX0029  MODELED GRAV-     979,747.8   (mgal)                       NAVD 88
 HX0029
 HX0029  VERT ORDER  -  SECOND    CLASS 0
 HX0029
 HX0029.The horizontal coordinates were scaled from a topographic map and have
 HX0029.an estimated accuracy of +/- 6 seconds.
 HX0029
 HX0029.The orthometric height was determined by differential leveling
 HX0029.and adjusted by the National Geodetic Survey in June 1991..
 HX0029
 HX0029.The geoid height was determined by GEOID03.
 HX0029
 HX0029.The dynamic height is computed by dividing the NAVD 88
 HX0029.geopotential number by the normal gravity value computed on the
 HX0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0029.degrees latitude (g = 980.6199 gals.).
 HX0029
 HX0029.The modeled gravity was interpolated from observed gravity values.
 HX0029
 HX0029;                    North         East    Units  Estimated Accuracy
 HX0029;SPC WV S     -   173,010.      672,270.      MT  (+/- 180 meters Scaled)
 HX0029
 HX0029                          SUPERSEDED SURVEY CONTROL
 HX0029
 HX0029  NGVD 29 (??/??/92) 1155.993  (m)         3792.62   (f) ADJ UNCH    2 0
 HX0029
 HX0029.Superseded values are not recommended for survey control.
 HX0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0029.See file dsdata.txt to determine how the superseded data were derived.
 HX0029
 HX0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC722678(NAD 83)
 HX0029_MARKER: DB = BENCH MARK DISK
 HX0029_SETTING: 66 = SET IN ROCK OUTCROP
 HX0029_SP_SET: ROCK CUT
 HX0029_STAMPING: J 257 1962
 HX0029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0029+STABILITY: POSITION/ELEVATION WELL
 HX0029
 HX0029  HISTORY     - Date     Condition        Report By
 HX0029  HISTORY     - 1962     MONUMENTED       CGS
 HX0029
 HX0029                          STATION DESCRIPTION
 HX0029
 HX0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0029'4.1 MI E FROM WANETA.
 HX0029'ABOUT 4.1 MILES EAST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0029'AT WANETA, 20 FEET SOUTH OF CENTER LINE OF HIGHWAY, ABOUT 1
 HX0029'FOOT ABOVE GROUND, AND SET VERTICALLY IN NORTHWEST FACE OF A
 HX0029'LONG JAGGED ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0482 ***********************************************************************
 HX0482  DESIGNATION -  J 258
 HX0482  PID         -  HX0482
 HX0482  STATE/COUNTY-  WV/RANDOLPH
 HX0482  USGS QUAD   -  VALLEY HEAD (1995)
 HX0482
 HX0482                         *CURRENT SURVEY CONTROL
 HX0482  ___________________________________________________________________
 HX0482* NAD 83(1986)-  38 32 33.     (N)    080 06 03.     (W)     SCALED    
 HX0482* NAVD 88     -       847.708  (meters)    2781.19   (feet)  ADJUSTED  
 HX0482  ___________________________________________________________________
 HX0482  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HX0482  DYNAMIC HT  -         847.012 (meters)    2778.91  (feet)  COMP
 HX0482  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 HX0482
 HX0482  VERT ORDER  -  SECOND    CLASS 0
 HX0482
 HX0482.The horizontal coordinates were scaled from a topographic map and have
 HX0482.an estimated accuracy of +/- 6 seconds.
 HX0482
 HX0482.The orthometric height was determined by differential leveling
 HX0482.and adjusted by the National Geodetic Survey in June 1991..
 HX0482
 HX0482.The geoid height was determined by GEOID03.
 HX0482
 HX0482.The dynamic height is computed by dividing the NAVD 88
 HX0482.geopotential number by the normal gravity value computed on the
 HX0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0482.degrees latitude (g = 980.6199 gals.).
 HX0482
 HX0482.The modeled gravity was interpolated from observed gravity values.
 HX0482
 HX0482;                    North         East    Units  Estimated Accuracy
 HX0482;SPC WV S     -   171,580.      678,390.      MT  (+/- 180 meters Scaled)
 HX0482
 HX0482                          SUPERSEDED SURVEY CONTROL
 HX0482
 HX0482  NGVD 29 (??/??/92)  847.793  (m)         2781.47   (f) ADJ UNCH    2 0
 HX0482
 HX0482.Superseded values are not recommended for survey control.
 HX0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0482.See file dsdata.txt to determine how the superseded data were derived.
 HX0482
 HX0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC783663(NAD 83)
 HX0482_MARKER: DB = BENCH MARK DISK
 HX0482_SETTING: 66 = SET IN ROCK OUTCROP
 HX0482_SP_SET: ROCK CUT
 HX0482_STAMPING: J 258 1962
 HX0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0482+STABILITY: POSITION/ELEVATION WELL
 HX0482
 HX0482  HISTORY     - Date     Condition        Report By
 HX0482  HISTORY     - 1962     MONUMENTED       CGS
 HX0482
 HX0482                          STATION DESCRIPTION
 HX0482
 HX0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0482'2.6 MI S FROM MONTERVILLE.
 HX0482'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 15 FROM THE MONTERVILLE
 HX0482'SCHOOL, THENCE 1.3 MILES SOUTHWEST ALONG VALLEY FORK ROAD,
 HX0482'SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK CUT THAT IS
 HX0482'ABOUT 60-FOOT LONG AND 6-FOOT HIGH, 15 1/2 FEET SOUTHEAST OF THE
 HX0482'CENTER LINE OF THE ROAD, 14 FEET SOUTHWEST OF THE NORTHWEST END
 HX0482'OF THE ROCK, 2 1/2 FEET ABOVE THE GROUND, AND ABOUT 3 FEET
 HX0482'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0191 ***********************************************************************
 HX0191  DESIGNATION -  J 259
 HX0191  PID         -  HX0191
 HX0191  STATE/COUNTY-  WV/WEBSTER
 HX0191  USGS QUAD   -  HACKER VALLEY (1967)
 HX0191
 HX0191                         *CURRENT SURVEY CONTROL
 HX0191  ___________________________________________________________________
 HX0191* NAD 83(1986)-  38 38 07.     (N)    080 23 34.     (W)     SCALED    
 HX0191* NAVD 88     -       460.618  (meters)    1511.21   (feet)  ADJUSTED  
 HX0191  ___________________________________________________________________
 HX0191  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 HX0191  DYNAMIC HT  -         460.289 (meters)    1510.13  (feet)  COMP
 HX0191  MODELED GRAV-     979,899.6   (mgal)                       NAVD 88
 HX0191
 HX0191  VERT ORDER  -  SECOND    CLASS 0
 HX0191
 HX0191.The horizontal coordinates were scaled from a topographic map and have
 HX0191.an estimated accuracy of +/- 6 seconds.
 HX0191
 HX0191.The orthometric height was determined by differential leveling
 HX0191.and adjusted by the National Geodetic Survey in June 1991..
 HX0191
 HX0191.The geoid height was determined by GEOID03.
 HX0191
 HX0191.The dynamic height is computed by dividing the NAVD 88
 HX0191.geopotential number by the normal gravity value computed on the
 HX0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0191.degrees latitude (g = 980.6199 gals.).
 HX0191
 HX0191.The modeled gravity was interpolated from observed gravity values.
 HX0191
 HX0191;                    North         East    Units  Estimated Accuracy
 HX0191;SPC WV S     -   181,670.      652,870.      MT  (+/- 180 meters Scaled)
 HX0191
 HX0191                          SUPERSEDED SURVEY CONTROL
 HX0191
 HX0191  NGVD 29 (??/??/92)  460.783  (m)         1511.75   (f) ADJ UNCH    2 0
 HX0191
 HX0191.Superseded values are not recommended for survey control.
 HX0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0191.See file dsdata.txt to determine how the superseded data were derived.
 HX0191
 HX0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC528764(NAD 83)
 HX0191_MARKER: DB = BENCH MARK DISK
 HX0191_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0191_SP_SET: UNSPECIFIED ROCK
 HX0191_STAMPING: J 259 1962
 HX0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0191
 HX0191  HISTORY     - Date     Condition        Report By
 HX0191  HISTORY     - 1962     MONUMENTED       CGS
 HX0191
 HX0191                          STATION DESCRIPTION
 HX0191
 HX0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0191'0.8 MI S FROM HACKER VALLEY.
 HX0191'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0191'AT HACKER VALLEY, 0.2 MILE SOUTH OF THE HACKER VALLEY BAPTIST
 HX0191'CHURCH, SET ON TOP OF A ROCK THAT IS ABOUT 3-BY 9-FOOT LONG, 33
 HX0191'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 67 FEET NORTHEAST
 HX0191'OF THE SOUTHEAST CORNER OF A SMALL FRAME HOUSE, 11 FEET NORTH OF
 HX0191'THE CENTER LINE OF A PRIVATE DRIVE, 2 FEET EAST OF THE WEST
 HX0191'EDGE OF THE ROCK, 3 FEET ABOVE THE GROUND, 73 FEET NORTH OF THE
 HX0191'HEAD WALL OF A PIPE CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1019 ***********************************************************************
 JX1019  DESIGNATION -  J 26
 JX1019  PID         -  JX1019
 JX1019  STATE/COUNTY-  WV/RITCHIE
 JX1019  USGS QUAD   -  ELLENBORO (1975)
 JX1019
 JX1019                         *CURRENT SURVEY CONTROL
 JX1019  ___________________________________________________________________
 JX1019* NAD 83(1986)-  39 17 00.     (N)    081 04 52.     (W)     SCALED    
 JX1019* NAVD 88     -       238.431  (meters)     782.25   (feet)  ADJUSTED  
 JX1019  ___________________________________________________________________
 JX1019  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX1019  DYNAMIC HT  -         238.283 (meters)     781.77  (feet)  COMP
 JX1019  MODELED GRAV-     979,998.8   (mgal)                       NAVD 88
 JX1019
 JX1019  VERT ORDER  -  SECOND    CLASS 0
 JX1019
 JX1019.The horizontal coordinates were scaled from a topographic map and have
 JX1019.an estimated accuracy of +/- 6 seconds.
 JX1019
 JX1019.The orthometric height was determined by differential leveling
 JX1019.and adjusted by the National Geodetic Survey in June 1991..
 JX1019
 JX1019.The geoid height was determined by GEOID03.
 JX1019
 JX1019.The dynamic height is computed by dividing the NAVD 88
 JX1019.geopotential number by the normal gravity value computed on the
 JX1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1019.degrees latitude (g = 980.6199 gals.).
 JX1019
 JX1019.The modeled gravity was interpolated from observed gravity values.
 JX1019
 JX1019;                    North         East    Units  Estimated Accuracy
 JX1019;SPC WV N     -    88,160.      463,600.      MT  (+/- 180 meters Scaled)
 JX1019
 JX1019                          SUPERSEDED SURVEY CONTROL
 JX1019
 JX1019  NGVD 29 (??/??/92)  238.600  (m)          782.81   (f) ADJ UNCH    2 0
 JX1019
 JX1019.Superseded values are not recommended for survey control.
 JX1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1019.See file dsdata.txt to determine how the superseded data were derived.
 JX1019
 JX1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD930482(NAD 83)
 JX1019_MARKER: DB = BENCH MARK DISK
 JX1019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1019_SP_SET: CULVERT
 JX1019_STAMPING: J-26 1935
 JX1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1019
 JX1019  HISTORY     - Date     Condition        Report By
 JX1019  HISTORY     - 1935     MONUMENTED       CGS
 JX1019  HISTORY     - 1957     MARK NOT FOUND   NGS
 JX1019
 JX1019                          STATION DESCRIPTION
 JX1019
 JX1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX1019'1.8 MI NW FROM ELLENBORO.
 JX1019'OF B. AND O. RR. UNDERPASS AT ELLENBORO 100 FEET WEST OF WILCOX
 JX1019'GARAGE, 65 FEET NORTH OF CENTER LINE OF U.S. HIGHWAY 50 S, 27 FEET
 JX1019'SOUTHWEST OF CENTER LINE OF U.S. HIGHWAY 50 N AND STATE HIGHWAY 16,
 JX1019'SET IN NORTH END OF CONCRETE CULVERT WHICH FORMS A U IN FORK OF
 JX1019'JUNCTION OF U.S. HIGHWAYS 50 N AND 50 S, AT PIKE.
 JX1019
 JX1019                          STATION RECOVERY (1957)
 JX1019
 JX1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 JX1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0328 ***********************************************************************
 HX0328  DESIGNATION -  J 260
 HX0328  PID         -  HX0328
 HX0328  STATE/COUNTY-  WV/RANDOLPH
 HX0328  USGS QUAD   -  VALLEY HEAD (1995)
 HX0328
 HX0328                         *CURRENT SURVEY CONTROL
 HX0328  ___________________________________________________________________
 HX0328* NAD 83(1986)-  38 35 26.     (N)    080 06 31.     (W)     SCALED    
 HX0328* NAVD 88     -      1149.678  (meters)    3771.90   (feet)  ADJUSTED  
 HX0328  ___________________________________________________________________
 HX0328  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HX0328  DYNAMIC HT  -        1148.739 (meters)    3768.82  (feet)  COMP
 HX0328  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 HX0328
 HX0328  VERT ORDER  -  SECOND    CLASS 0
 HX0328
 HX0328.The horizontal coordinates were scaled from a topographic map and have
 HX0328.an estimated accuracy of +/- 6 seconds.
 HX0328
 HX0328.The orthometric height was determined by differential leveling
 HX0328.and adjusted by the National Geodetic Survey in June 1991..
 HX0328
 HX0328.The geoid height was determined by GEOID03.
 HX0328
 HX0328.The dynamic height is computed by dividing the NAVD 88
 HX0328.geopotential number by the normal gravity value computed on the
 HX0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0328.degrees latitude (g = 980.6199 gals.).
 HX0328
 HX0328.The modeled gravity was interpolated from observed gravity values.
 HX0328
 HX0328;                    North         East    Units  Estimated Accuracy
 HX0328;SPC WV S     -   176,910.      677,660.      MT  (+/- 180 meters Scaled)
 HX0328
 HX0328                          SUPERSEDED SURVEY CONTROL
 HX0328
 HX0328  NGVD 29 (??/??/92) 1149.781  (m)         3772.24   (f) ADJ UNCH    2 0
 HX0328
 HX0328.Superseded values are not recommended for survey control.
 HX0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0328.See file dsdata.txt to determine how the superseded data were derived.
 HX0328
 HX0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC776717(NAD 83)
 HX0328_MARKER: DB = BENCH MARK DISK
 HX0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0328_STAMPING: J 260 1962
 HX0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0328+STABILITY: SURFACE MOTION
 HX0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX0328+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2004
 HX0328
 HX0328  HISTORY     - Date     Condition        Report By
 HX0328  HISTORY     - 1962     MONUMENTED       CGS
 HX0328  HISTORY     - 20041112 GOOD             INDIV
 HX0328
 HX0328                          STATION DESCRIPTION
 HX0328
 HX0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0328'2.6 MI N FROM MONTERVILLE.
 HX0328'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 HX0328'OFFICE AT MONTERVILLE, THENCE ABOUT 2.6 MILE NORTH ALONG COUNTY
 HX0328'ROAD 45, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX0328'TO THE SOUTHWEST AND NORTH, 37 FEET EAST OF THE CENTER LINE OF
 HX0328'THE ROAD, 26 1/2 FEET SOUTH OF A LARGE TREE WITH THREE TRUNKS,
 HX0328'2.3 FEET NORTH OF A STEEL WITNESS POST, AND IS SET IN THE TOP
 HX0328'OF A CONCRETE POST THAT PROJECTS 3 INCHES.
 HX0328
 HX0328                          STATION RECOVERY (2004)
 HX0328
 HX0328'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRI)
 HX0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0269 ***********************************************************************
 HX0269  DESIGNATION -  J 261
 HX0269  PID         -  HX0269
 HX0269  STATE/COUNTY-  WV/WEBSTER
 HX0269  USGS QUAD   -  SKELT (1982)
 HX0269
 HX0269                         *CURRENT SURVEY CONTROL
 HX0269  ___________________________________________________________________
 HX0269* NAD 83(1986)-  38 33 36.     (N)    080 21 27.     (W)     SCALED    
 HX0269* NAVD 88     -       578.425  (meters)    1897.72   (feet)  ADJUSTED  
 HX0269  ___________________________________________________________________
 HX0269  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HX0269  DYNAMIC HT  -         577.971 (meters)    1896.23  (feet)  COMP
 HX0269  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 HX0269
 HX0269  VERT ORDER  -  SECOND    CLASS 0
 HX0269
 HX0269.The horizontal coordinates were scaled from a topographic map and have
 HX0269.an estimated accuracy of +/- 6 seconds.
 HX0269
 HX0269.The orthometric height was determined by differential leveling
 HX0269.and adjusted by the National Geodetic Survey in June 1991..
 HX0269
 HX0269.The geoid height was determined by GEOID03.
 HX0269
 HX0269.The dynamic height is computed by dividing the NAVD 88
 HX0269.geopotential number by the normal gravity value computed on the
 HX0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0269.degrees latitude (g = 980.6199 gals.).
 HX0269
 HX0269.The modeled gravity was interpolated from observed gravity values.
 HX0269
 HX0269;                    North         East    Units  Estimated Accuracy
 HX0269;SPC WV S     -   173,340.      656,000.      MT  (+/- 180 meters Scaled)
 HX0269
 HX0269                          SUPERSEDED SURVEY CONTROL
 HX0269
 HX0269  NGVD 29 (??/??/92)  578.547  (m)         1898.12   (f) ADJ UNCH    2 0
 HX0269
 HX0269.Superseded values are not recommended for survey control.
 HX0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0269.See file dsdata.txt to determine how the superseded data were derived.
 HX0269
 HX0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC559681(NAD 83)
 HX0269_MARKER: DB = BENCH MARK DISK
 HX0269_SETTING: 80 = SET IN A BOULDER
 HX0269_SP_SET: BOULDER
 HX0269_STAMPING: J 261 1962
 HX0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0269+STABILITY: SURFACE MOTION
 HX0269
 HX0269  HISTORY     - Date     Condition        Report By
 HX0269  HISTORY     - 1962     MONUMENTED       CGS
 HX0269
 HX0269                          STATION DESCRIPTION
 HX0269
 HX0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0269'5.8 MI E FROM DIANA.
 HX0269'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0269'AT DIANA, THENCE ABOUT 3.65 MILES EAST ALONG A GRAVEL ROAD THAT
 HX0269'LEADS EAST AND THEN NORTHEAST TO PICKENS, ON THE OUTSIDE OF A
 HX0269'CURVE WITH TANGENTS EXTENDING SOUTHEAST AND NORTH, SET VERTICALLY
 HX0269'IN THE WEST FACE OF A ROCK BOULDER THAT IS ABOUT 15-FOOT LONG
 HX0269'AND PROJECTS OUT OF THE ROAD BANK, 12 1/2 FEET EAST OF THE CENTER
 HX0269'LINE OF THE ROAD, 6 FEET SOUTH OF THE NORTH END OF THE ROCK, 200
 HX0269'YARDS NORTHEAST AND ACROSS THE ROAD FROM A FRAME HOUSE, AND
 HX0269'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1644 ***********************************************************************
 HX1644  DESIGNATION -  J 262
 HX1644  PID         -  HX1644
 HX1644  STATE/COUNTY-  WV/BRAXTON
 HX1644  USGS QUAD   -  NEWVILLE (1976)
 HX1644
 HX1644                         *CURRENT SURVEY CONTROL
 HX1644  ___________________________________________________________________
 HX1644* NAD 83(1986)-  38 40 01.     (N)    080 37 00.     (W)     SCALED    
 HX1644* NAVD 88     -       300.882  (meters)     987.14   (feet)  ADJUSTED  
 HX1644  ___________________________________________________________________
 HX1644  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX1644  DYNAMIC HT  -         300.671 (meters)     986.45  (feet)  COMP
 HX1644  MODELED GRAV-     979,919.1   (mgal)                       NAVD 88
 HX1644
 HX1644  VERT ORDER  -  SECOND    CLASS 0
 HX1644
 HX1644.The horizontal coordinates were scaled from a topographic map and have
 HX1644.an estimated accuracy of +/- 6 seconds.
 HX1644
 HX1644.The orthometric height was determined by differential leveling
 HX1644.and adjusted by the National Geodetic Survey in June 1991..
 HX1644
 HX1644.The geoid height was determined by GEOID03.
 HX1644
 HX1644.The dynamic height is computed by dividing the NAVD 88
 HX1644.geopotential number by the normal gravity value computed on the
 HX1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1644.degrees latitude (g = 980.6199 gals.).
 HX1644
 HX1644.The modeled gravity was interpolated from observed gravity values.
 HX1644
 HX1644;                    North         East    Units  Estimated Accuracy
 HX1644;SPC WV S     -   185,090.      633,360.      MT  (+/- 180 meters Scaled)
 HX1644
 HX1644                          SUPERSEDED SURVEY CONTROL
 HX1644
 HX1644  NGVD 29 (??/??/92)  301.057  (m)          987.72   (f) ADJ UNCH    2 0
 HX1644
 HX1644.Superseded values are not recommended for survey control.
 HX1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1644.See file dsdata.txt to determine how the superseded data were derived.
 HX1644
 HX1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC333798(NAD 83)
 HX1644_MARKER: DB = BENCH MARK DISK
 HX1644_SETTING: 66 = SET IN ROCK OUTCROP
 HX1644_SP_SET: ROCK LEDGE
 HX1644_STAMPING: J 262 1962
 HX1644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1644+STABILITY: POSITION/ELEVATION WELL
 HX1644
 HX1644  HISTORY     - Date     Condition        Report By
 HX1644  HISTORY     - 1962     MONUMENTED       CGS
 HX1644
 HX1644                          STATION DESCRIPTION
 HX1644
 HX1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1644'2.1 MI SW FROM NEWVILLE.
 HX1644'ABOUT 2.1 MILES SOUTHWEST ALONG COUNTY ROAD 22 FROM THE POST
 HX1644'OFFICE AT NEWVILLE, ABOUT 0.2 MILE NORTH OF THE BALTIMORE AND
 HX1644'OHIO RAILROAD TRACKS, AT THE END OF THE ROAD THAT IS CLOSED FOR
 HX1644'THE LAKE, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX1644'TO THE SOUTHWEST AND EAST, SET ON TOP OF A ROCK LEDGE THAT IS IN A
 HX1644'SMALL STREAM, 14 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HX1644'1 1/2 FEET NORTH OF THE SOUTH EDGE OF THE ROCK LEDGE, 38 FEET
 HX1644'NORTHEAST OF THE BARRICADE, AND ABOUT 4 FEET ABOVE THE LEVEL OF
 HX1644'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0264 ***********************************************************************
 HX0264  DESIGNATION -  J 263
 HX0264  PID         -  HX0264
 HX0264  STATE/COUNTY-  WV/WEBSTER
 HX0264  USGS QUAD   -  DIANA (1982)
 HX0264
 HX0264                         *CURRENT SURVEY CONTROL
 HX0264  ___________________________________________________________________
 HX0264* NAD 83(1986)-  38 31 19.     (N)    080 28 28.     (W)     SCALED    
 HX0264* NAVD 88     -       582.782  (meters)    1912.01   (feet)  ADJUSTED  
 HX0264  ___________________________________________________________________
 HX0264  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HX0264  DYNAMIC HT  -         582.344 (meters)    1910.57  (feet)  COMP
 HX0264  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 HX0264
 HX0264  VERT ORDER  -  SECOND    CLASS 0
 HX0264
 HX0264.The horizontal coordinates were scaled from a topographic map and have
 HX0264.an estimated accuracy of +/- 6 seconds.
 HX0264
 HX0264.The orthometric height was determined by differential leveling
 HX0264.and adjusted by the National Geodetic Survey in June 1991..
 HX0264
 HX0264.The geoid height was determined by GEOID03.
 HX0264
 HX0264.The dynamic height is computed by dividing the NAVD 88
 HX0264.geopotential number by the normal gravity value computed on the
 HX0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0264.degrees latitude (g = 980.6199 gals.).
 HX0264
 HX0264.The modeled gravity was interpolated from observed gravity values.
 HX0264
 HX0264;                    North         East    Units  Estimated Accuracy
 HX0264;SPC WV S     -   169,050.      645,830.      MT  (+/- 180 meters Scaled)
 HX0264
 HX0264                          SUPERSEDED SURVEY CONTROL
 HX0264
 HX0264  NGVD 29 (??/??/92)  582.940  (m)         1912.53   (f) ADJ UNCH    2 0
 HX0264
 HX0264.Superseded values are not recommended for survey control.
 HX0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0264.See file dsdata.txt to determine how the superseded data were derived.
 HX0264
 HX0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC458638(NAD 83)
 HX0264_MARKER: DB = BENCH MARK DISK
 HX0264_SETTING: 66 = SET IN ROCK OUTCROP
 HX0264_SP_SET: ROCK LEDGE
 HX0264_STAMPING: J 263 1962
 HX0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0264+STABILITY: POSITION/ELEVATION WELL
 HX0264
 HX0264  HISTORY     - Date     Condition        Report By
 HX0264  HISTORY     - 1962     MONUMENTED       CGS
 HX0264
 HX0264                          STATION DESCRIPTION
 HX0264
 HX0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0264'5 MI SW FROM DIANA.
 HX0264'ABOUT 4.0 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0264'AT DIANA, THENCE 1.0 MILE WEST ALONG A POWER LINE, SET VERTICALLY
 HX0264'IN A ROCK LEDGE THAT IS ABOUT 40-FOOT LONG, 21 FEET SOUTHEAST
 HX0264'OF THE CENTER LINE OF THE ABANDONED RAILROAD BED, 93 FEET
 HX0264'SOUTHWEST OF THE CENTER LINE OF THE POWER LINE, 93 FEET SOUTHWEST
 HX0264'OF A POWER POLE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1005 ***********************************************************************
 HX1005  DESIGNATION -  J 264 RESET 1965
 HX1005  PID         -  HX1005
 HX1005  STATE/COUNTY-  WV/WEBSTER
 HX1005  USGS QUAD   -  COWEN (1995)
 HX1005
 HX1005                         *CURRENT SURVEY CONTROL
 HX1005  ___________________________________________________________________
 HX1005* NAD 83(1986)-  38 28 26.     (N)    080 32 30.     (W)     SCALED    
 HX1005* NAVD 88     -       546.72   (+/-2cm)    1793.7    (feet)  VERTCON   
 HX1005  ___________________________________________________________________
 HX1005  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HX1005
 HX1005  VERT ORDER  -  THIRD (See Below)
 HX1005
 HX1005.The horizontal coordinates were scaled from a topographic map and have
 HX1005.an estimated accuracy of +/- 6 seconds.
 HX1005
 HX1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX1005.The vertical order pertains to the NGVD 29 superseded value.
 HX1005
 HX1005.The geoid height was determined by GEOID03.
 HX1005
 HX1005;                    North         East    Units  Estimated Accuracy
 HX1005;SPC WV S     -   163,690.      639,990.      MT  (+/- 180 meters Scaled)
 HX1005
 HX1005                          SUPERSEDED SURVEY CONTROL
 HX1005
 HX1005  NGVD 29 (09/25/03)  546.87   (m)         1794.2    (f) RESET       3  
 HX1005
 HX1005.Superseded values are not recommended for survey control.
 HX1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1005.See file dsdata.txt to determine how the superseded data were derived.
 HX1005
 HX1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC399584(NAD 83)
 HX1005_MARKER: DD = SURVEY DISK
 HX1005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1005_SP_SET: ABUTMENT
 HX1005_STAMPING: J 264 RESET 1965
 HX1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1005
 HX1005  HISTORY     - Date     Condition        Report By
 HX1005  HISTORY     - 1965     MONUMENTED       BORR
 HX1005
 HX1005                          STATION DESCRIPTION
 HX1005
 HX1005'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1965
 HX1005'4.8 MI SE FROM ERBACON.
 HX1005'ABOUT 4.8 MILES SOUTH AND SOUTHEAST ALONG THE BALTIMORE AND OHIO
 HX1005'RAILROAD FROM THE POST OFFICE AT ERBACON, 209 FEET NORTHWEST OF
 HX1005'MILEAGE POLE 111-10, 48.5 FEET SOUTHWEST OF CENTERLINE OF BLACK TOP
 HX1005'ROAD, 12.0 FT NORTHEAST OF NORTHEAST RAIL, ABOUT 1.2 FT BELOW
 HX1005'TOP OF RAIL, 1.0 FOOT SOUTHWEST OF NORTHEAST EDGE OF ABUTMENT,
 HX1005'AND SET ON TOP OF NORTHWEST ABUTMENT OF BALTIMORE AND OHIO
 HX1005'RAILROAD BRIDGE 1112 OVER LAUREL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1877 ***********************************************************************
 HW1877  DESIGNATION -  J 265
 HW1877  PID         -  HW1877
 HW1877  STATE/COUNTY-  WV/POCAHONTAS
 HW1877  USGS QUAD   -  CASS (1995)
 HW1877
 HW1877                         *CURRENT SURVEY CONTROL
 HW1877  ___________________________________________________________________
 HW1877* NAD 83(1986)-  38 29 19.     (N)    079 57 18.     (W)     SCALED    
 HW1877* NAVD 88     -      1153.706  (meters)    3785.12   (feet)  ADJUSTED  
 HW1877  ___________________________________________________________________
 HW1877  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HW1877  DYNAMIC HT  -        1152.783 (meters)    3782.09  (feet)  COMP
 HW1877  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 HW1877
 HW1877  VERT ORDER  -  SECOND    CLASS 0
 HW1877
 HW1877.The horizontal coordinates were scaled from a topographic map and have
 HW1877.an estimated accuracy of +/- 6 seconds.
 HW1877
 HW1877.The orthometric height was determined by differential leveling
 HW1877.and adjusted by the National Geodetic Survey in June 1991..
 HW1877
 HW1877.The geoid height was determined by GEOID03.
 HW1877
 HW1877.The dynamic height is computed by dividing the NAVD 88
 HW1877.geopotential number by the normal gravity value computed on the
 HW1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1877.degrees latitude (g = 980.6199 gals.).
 HW1877
 HW1877.The modeled gravity was interpolated from observed gravity values.
 HW1877
 HW1877;                    North         East    Units  Estimated Accuracy
 HW1877;SPC WV S     -   165,740.      691,170.      MT  (+/- 180 meters Scaled)
 HW1877
 HW1877                          SUPERSEDED SURVEY CONTROL
 HW1877
 HW1877  NGVD 29 (??/??/92) 1153.796  (m)         3785.41   (f) ADJ UNCH    2 0
 HW1877
 HW1877.Superseded values are not recommended for survey control.
 HW1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1877.See file dsdata.txt to determine how the superseded data were derived.
 HW1877
 HW1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC911605(NAD 83)
 HW1877_MARKER: DB = BENCH MARK DISK
 HW1877_SETTING: 80 = SET IN A BOULDER
 HW1877_STAMPING: J 265 1962
 HW1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1877+STABILITY: SURFACE MOTION
 HW1877
 HW1877  HISTORY     - Date     Condition        Report By
 HW1877  HISTORY     - 1962     MONUMENTED       CGS
 HW1877
 HW1877                          STATION DESCRIPTION
 HW1877
 HW1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1877'7.8 MI NE FROM MACE.
 HW1877'ABOUT 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE POST
 HW1877'OFFICE AT MACE, THENCE 0.3 MILE SOUTHEAST ALONG A TRAIL LEADING
 HW1877'TO THE WESTERN MARYLAND RAILWAY, THENCE 7.05 MILES EAST AND
 HW1877'NORTH ALONG THE WESTERN MARYLAND RAILWAY, ON TOP OF A EMBEDDED
 HW1877'BOULDER THAT IS 5-BY 6-FOOT LONG THAT PROJECTS OUT OF THE
 HW1877'GROUND, 1 FOOT SOUTHEAST OF THE NORTHWEST END OF THE BOULDER,
 HW1877'15 FEET SOUTHEAST OF THE EAST RAIL, AND ABOUT 5 FEET ABOVE
 HW1877'THE LEVEL OF THE RAIL, NOTE-- THIS BENCH MARK CAN BE REACHED
 HW1877'BY GOING 12.8 MILES SOUTHWEST ALONG WESTERN MARYLAND RAILWAY
 HW1877'FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1866 ***********************************************************************
 HW1866  DESIGNATION -  J 266
 HW1866  PID         -  HW1866
 HW1866  STATE/COUNTY-  WV/POCAHONTAS
 HW1866  USGS QUAD   -  CASS (1995)
 HW1866
 HW1866                         *CURRENT SURVEY CONTROL
 HW1866  ___________________________________________________________________
 HW1866* NAD 83(1986)-  38 24 38.     (N)    079 56 30.     (W)     SCALED    
 HW1866* NAVD 88     -       864.794  (meters)    2837.24   (feet)  ADJUSTED  
 HW1866  ___________________________________________________________________
 HW1866  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HW1866  DYNAMIC HT  -         864.100 (meters)    2834.97  (feet)  COMP
 HW1866  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 HW1866
 HW1866  VERT ORDER  -  SECOND    CLASS 0
 HW1866
 HW1866.The horizontal coordinates were scaled from a topographic map and have
 HW1866.an estimated accuracy of +/- 6 seconds.
 HW1866
 HW1866.The orthometric height was determined by differential leveling
 HW1866.and adjusted by the National Geodetic Survey in June 1991..
 HW1866
 HW1866.The geoid height was determined by GEOID03.
 HW1866
 HW1866.The dynamic height is computed by dividing the NAVD 88
 HW1866.geopotential number by the normal gravity value computed on the
 HW1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1866.degrees latitude (g = 980.6199 gals.).
 HW1866
 HW1866.The modeled gravity was interpolated from observed gravity values.
 HW1866
 HW1866;                    North         East    Units  Estimated Accuracy
 HW1866;SPC WV S     -   157,080.      692,430.      MT  (+/- 180 meters Scaled)
 HW1866
 HW1866                          SUPERSEDED SURVEY CONTROL
 HW1866
 HW1866  NGVD 29 (??/??/92)  864.871  (m)         2837.50   (f) ADJ UNCH    2 0
 HW1866
 HW1866.Superseded values are not recommended for survey control.
 HW1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1866.See file dsdata.txt to determine how the superseded data were derived.
 HW1866
 HW1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC924518(NAD 83)
 HW1866_MARKER: DB = BENCH MARK DISK
 HW1866_SETTING: 80 = SET IN A BOULDER
 HW1866_STAMPING: J 266 1962
 HW1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1866+STABILITY: SURFACE MOTION
 HW1866
 HW1866  HISTORY     - Date     Condition        Report By
 HW1866  HISTORY     - 1962     MONUMENTED       CGS
 HW1866  HISTORY     - 1973     GOOD             USGS
 HW1866
 HW1866                          STATION DESCRIPTION
 HW1866
 HW1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1866'2.3 MI NW FROM CASS.
 HW1866'ABOUT 2.3 MILES NORTH AND NORTHWEST ALONG THE CHEAT AND BALD
 HW1866'KNOB SCENIC RAILROAD FROM THE POST OFFICE AT CASS, ABOUT 0.3
 HW1866'MILE SOUTHEAST OF FIRST SPUR TRACK FOR SWITCHING NORTHWEST OF
 HW1866'CASS, SET ON TOP OF A 7 FOOT LONG-BY-5 FOOT WIDE-BY-2 FOOT HIGH
 HW1866'EMBEDDED BOULDER, 1 FOOT SOUTHWEST OF NORTHEAST CORNER, 27.5
 HW1866'FEET SOUTHWEST OF SOUTHWEST RAIL, 15 FEET NORTHWEST OF A 36
 HW1866'INCH BLACK OAK TREE, AND ABOUT 4 FEET ABOVE LEVEL OF TRACK.
 HW1866
 HW1866                          STATION RECOVERY (1973)
 HW1866
 HW1866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HW1866'DELETE-- 27.5 FEET SOUTHWEST OF SOUTHWEST RAIL, 15 FEET NORTHWEST OF
 HW1866'A 36 INCH BLACK OAK TREE. ADD-- 18 FEET SOUTHWEST OF SOUTHWEST RAIL,
 HW1866'7 FEET NORTHWEST OF A 36 INCH BLACK OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1082 ***********************************************************************
 HX1082  DESIGNATION -  J 266
 HX1082  PID         -  HX1082
 HX1082  STATE/COUNTY-  WV/NICHOLAS
 HX1082  USGS QUAD   -  GILBOA (1976)
 HX1082
 HX1082                         *CURRENT SURVEY CONTROL
 HX1082  ___________________________________________________________________
 HX1082* NAD 83(1986)-  38 18 29.     (N)    080 53 05.     (W)     SCALED    
 HX1082* NAVD 88     -       474.605  (meters)    1557.10   (feet)  ADJUSTED  
 HX1082  ___________________________________________________________________
 HX1082  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 HX1082  DYNAMIC HT  -         474.256 (meters)    1555.95  (feet)  COMP
 HX1082  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 HX1082
 HX1082  VERT ORDER  -  SECOND    CLASS 0
 HX1082
 HX1082.The horizontal coordinates were scaled from a topographic map and have
 HX1082.an estimated accuracy of +/- 6 seconds.
 HX1082
 HX1082.The orthometric height was determined by differential leveling
 HX1082.and adjusted by the National Geodetic Survey in June 1991..
 HX1082
 HX1082.The geoid height was determined by GEOID03.
 HX1082
 HX1082.The dynamic height is computed by dividing the NAVD 88
 HX1082.geopotential number by the normal gravity value computed on the
 HX1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1082.degrees latitude (g = 980.6199 gals.).
 HX1082
 HX1082.The modeled gravity was interpolated from observed gravity values.
 HX1082
 HX1082;                    North         East    Units  Estimated Accuracy
 HX1082;SPC WV S     -   145,190.      610,080.      MT  (+/- 180 meters Scaled)
 HX1082
 HX1082                          SUPERSEDED SURVEY CONTROL
 HX1082
 HX1082  NGVD 29 (??/??/92)  474.77   (m)         1557.6    (f) COMPUTED    2 0
 HX1082
 HX1082.Superseded values are not recommended for survey control.
 HX1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1082.See file dsdata.txt to determine how the superseded data were derived.
 HX1082
 HX1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC100400(NAD 83)
 HX1082_MARKER: DB = BENCH MARK DISK
 HX1082_SETTING: 66 = SET IN ROCK OUTCROP
 HX1082_SP_SET: ROCK CUT
 HX1082_STAMPING: J 266 1961
 HX1082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1082+STABILITY: POSITION/ELEVATION WELL
 HX1082
 HX1082  HISTORY     - Date     Condition        Report By
 HX1082  HISTORY     - 1961     MONUMENTED       CGS
 HX1082
 HX1082                          STATION DESCRIPTION
 HX1082
 HX1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1082'2.8 MI NW FROM SUMMERSVILLE.
 HX1082'ABOUT 2.8 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE
 HX1082'COURTHOUSE AT SUMMERSVILLE, 0.2 MILE SOUTHEAST OF THE JUNCTION
 HX1082'OF A GRADED ROAD LEADING NORTHEAST, 146 YARDS SOUTHEAST OF THE
 HX1082'EAST CORNER OF THE RAMSEY BLUE SUNOCO SERVICE STATION, SET
 HX1082'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CUT THAT IS ABOUT
 HX1082'100 YARDS LONG AND 12 FEET HIGH, NEAR THE SUMMIT OF A GRADE,
 HX1082'15.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 143 FEET
 HX1082'NORTHWEST OF THE SOUTHEAST END OF THE CUT AND 1 FOOT ABOVE
 HX1082'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1615 ***********************************************************************
 HX1615  DESIGNATION -  J 267
 HX1615  PID         -  HX1615
 HX1615  STATE/COUNTY-  WV/BRAXTON
 HX1615  USGS QUAD   -  ORLANDO (1989)
 HX1615
 HX1615                         *CURRENT SURVEY CONTROL
 HX1615  ___________________________________________________________________
 HX1615* NAD 83(1986)-  38 46 17.     (N)    080 33 59.     (W)     SCALED    
 HX1615* NAVD 88     -       244.085  (meters)     800.80   (feet)  ADJUSTED  
 HX1615  ___________________________________________________________________
 HX1615  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HX1615  DYNAMIC HT  -         243.924 (meters)     800.27  (feet)  COMP
 HX1615  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 HX1615
 HX1615  VERT ORDER  -  SECOND    CLASS 0
 HX1615
 HX1615.The horizontal coordinates were scaled from a topographic map and have
 HX1615.an estimated accuracy of +/- 6 seconds.
 HX1615
 HX1615.The orthometric height was determined by differential leveling
 HX1615.and adjusted by the National Geodetic Survey in June 1991..
 HX1615
 HX1615.The geoid height was determined by GEOID03.
 HX1615
 HX1615.The dynamic height is computed by dividing the NAVD 88
 HX1615.geopotential number by the normal gravity value computed on the
 HX1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1615.degrees latitude (g = 980.6199 gals.).
 HX1615
 HX1615.The modeled gravity was interpolated from observed gravity values.
 HX1615
 HX1615;                    North         East    Units  Estimated Accuracy
 HX1615;SPC WV S     -   196,700.      637,680.      MT  (+/- 180 meters Scaled)
 HX1615
 HX1615                          SUPERSEDED SURVEY CONTROL
 HX1615
 HX1615  NGVD 29 (??/??/92)  244.282  (m)          801.45   (f) ADJ UNCH    2 0
 HX1615
 HX1615.Superseded values are not recommended for survey control.
 HX1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1615.See file dsdata.txt to determine how the superseded data were derived.
 HX1615
 HX1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC376914(NAD 83)
 HX1615_MARKER: DB = BENCH MARK DISK
 HX1615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1615_SP_SET: CULVERT
 HX1615_STAMPING: J 267 1962
 HX1615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1615
 HX1615  HISTORY     - Date     Condition        Report By
 HX1615  HISTORY     - 1962     MONUMENTED       CGS
 HX1615  HISTORY     - 1976     GOOD             NGS
 HX1615
 HX1615                          STATION DESCRIPTION
 HX1615
 HX1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1615'2.8 MI SE FROM NAPIER.
 HX1615'ABOUT 2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1615'OFFICE AT NAPIER, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS
 HX1615'EXTENDING TO THE SOUTHEAST AND NORTHEAST, SET ON TOP OF THE NORTH
 HX1615'END OF THE WEST HEAD WALL OF A 6-FOOT BOX CULVERT, 250 FEET
 HX1615'NORTH OF A FARM HOUSE, 16 FEET WEST OF THE CENTER LINE OF THE
 HX1615'HIGHWAY, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 HX1615'NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING ABOUT 1.5
 HX1615'MILES WEST AND THEN NORTH ALONG STATE HIGHWAY 4 FROM THE POST
 HX1615'OFFICE AT FALLS MILL.
 HX1615
 HX1615                          STATION RECOVERY (1976)
 HX1615
 HX1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0161 ***********************************************************************
 HX0161  DESIGNATION -  J 268
 HX0161  PID         -  HX0161
 HX0161  STATE/COUNTY-  WV/UPSHUR
 HX0161  USGS QUAD   -  ROCK CAVE (1966)
 HX0161
 HX0161                         *CURRENT SURVEY CONTROL
 HX0161  ___________________________________________________________________
 HX0161* NAD 83(1986)-  38 49 29.     (N)    080 21 56.     (W)     SCALED    
 HX0161* NAVD 88     -       526.228  (meters)    1726.47   (feet)  ADJUSTED  
 HX0161  ___________________________________________________________________
 HX0161  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HX0161  DYNAMIC HT  -         525.862 (meters)    1725.27  (feet)  COMP
 HX0161  MODELED GRAV-     979,915.9   (mgal)                       NAVD 88
 HX0161
 HX0161  VERT ORDER  -  SECOND    CLASS 0
 HX0161
 HX0161.The horizontal coordinates were scaled from a topographic map and have
 HX0161.an estimated accuracy of +/- 6 seconds.
 HX0161
 HX0161.The orthometric height was determined by differential leveling
 HX0161.and adjusted by the National Geodetic Survey in June 1991..
 HX0161
 HX0161.The geoid height was determined by GEOID03.
 HX0161
 HX0161.The dynamic height is computed by dividing the NAVD 88
 HX0161.geopotential number by the normal gravity value computed on the
 HX0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0161.degrees latitude (g = 980.6199 gals.).
 HX0161
 HX0161.The modeled gravity was interpolated from observed gravity values.
 HX0161
 HX0161;                    North         East    Units  Estimated Accuracy
 HX0161;SPC WV S     -   202,720.      655,090.      MT  (+/- 180 meters Scaled)
 HX0161
 HX0161                          SUPERSEDED SURVEY CONTROL
 HX0161
 HX0161  NGVD 29 (??/??/92)  526.404  (m)         1727.04   (f) ADJ UNCH    2 0
 HX0161
 HX0161.Superseded values are not recommended for survey control.
 HX0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0161.See file dsdata.txt to determine how the superseded data were derived.
 HX0161
 HX0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC550975(NAD 83)
 HX0161_MARKER: DB = BENCH MARK DISK
 HX0161_SETTING: 66 = SET IN ROCK OUTCROP
 HX0161_SP_SET: ROCK CUT
 HX0161_STAMPING: J 268 1962
 HX0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0161+STABILITY: POSITION/ELEVATION WELL
 HX0161
 HX0161  HISTORY     - Date     Condition        Report By
 HX0161  HISTORY     - 1962     MONUMENTED       CGS
 HX0161
 HX0161                          STATION DESCRIPTION
 HX0161
 HX0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0161'1.6 MI W FROM ROCK CAVE.
 HX0161'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE
 HX0161'AT ROCK CAVE, SET VERTICALLY IN THE NORTH FACE OF A ROCK CUT
 HX0161'THAT IS ABOUT 298 FEET LONG AND 20 FEET HIGH, 50 FEET WEST OF
 HX0161'THE EAST END OF THE CUT, ABOUT 3 FEET ABOVE THE GROUND LEVEL,
 HX0161'ABOUT 31 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 HX0161'5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0232 ***********************************************************************
 HX0232  DESIGNATION -  J 269
 HX0232  PID         -  HX0232
 HX0232  STATE/COUNTY-  WV/BRAXTON
 HX0232  USGS QUAD   -  HACKER VALLEY (1967)
 HX0232
 HX0232                         *CURRENT SURVEY CONTROL
 HX0232  ___________________________________________________________________
 HX0232* NAD 83(1986)-  38 44 56.     (N)    080 26 31.     (W)     SCALED    
 HX0232* NAVD 88     -       302.594  (meters)     992.76   (feet)  ADJUSTED  
 HX0232  ___________________________________________________________________
 HX0232  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 HX0232  DYNAMIC HT  -         302.386 (meters)     992.08  (feet)  COMP
 HX0232  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 HX0232
 HX0232  VERT ORDER  -  SECOND    CLASS 0
 HX0232
 HX0232.The horizontal coordinates were scaled from a topographic map and have
 HX0232.an estimated accuracy of +/- 6 seconds.
 HX0232
 HX0232.The orthometric height was determined by differential leveling
 HX0232.and adjusted by the National Geodetic Survey in June 1991..
 HX0232
 HX0232.The geoid height was determined by GEOID03.
 HX0232
 HX0232.The dynamic height is computed by dividing the NAVD 88
 HX0232.geopotential number by the normal gravity value computed on the
 HX0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0232.degrees latitude (g = 980.6199 gals.).
 HX0232
 HX0232.The modeled gravity was interpolated from observed gravity values.
 HX0232
 HX0232;                    North         East    Units  Estimated Accuracy
 HX0232;SPC WV S     -   194,260.      648,510.      MT  (+/- 180 meters Scaled)
 HX0232
 HX0232                          SUPERSEDED SURVEY CONTROL
 HX0232
 HX0232  NGVD 29 (??/??/92)  302.774  (m)          993.35   (f) ADJ UNCH    2 0
 HX0232
 HX0232.Superseded values are not recommended for survey control.
 HX0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0232.See file dsdata.txt to determine how the superseded data were derived.
 HX0232
 HX0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC484890(NAD 83)
 HX0232_MARKER: DB = BENCH MARK DISK
 HX0232_SETTING: 66 = SET IN ROCK OUTCROP
 HX0232_SP_SET: ROCK
 HX0232_STAMPING: J 269 1962
 HX0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0232+STABILITY: POSITION/ELEVATION WELL
 HX0232
 HX0232  HISTORY     - Date     Condition        Report By
 HX0232  HISTORY     - 1962     MONUMENTED       CGS
 HX0232
 HX0232                          STATION DESCRIPTION
 HX0232
 HX0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0232'0.4 MI SW FROM WILDCAT.
 HX0232'ABOUT 0.4 MILE SOUTHWEST ALONG A MOUNTAIN ROAD THAT FOLLOWS ALONG
 HX0232'THE LITTLE KANAWHA RIVER FROM THE POST OFFICE AT WILDCAT, SET
 HX0232'VERTICALLY IN THE SOUTHEAST FACE OF AN EMBEDDED ROCK THAT IS
 HX0232'17 FEET LONG AND 4 FEET HIGH THAT PROJECTS OUT OF THE MOUNTAIN
 HX0232'SIDE, 16 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 HX0232'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0813 ***********************************************************************
 JW0813  DESIGNATION -  J 27
 JW0813  PID         -  JW0813
 JW0813  STATE/COUNTY-  WV/PRESTON
 JW0813  USGS QUAD   -  NEWBURG (1976)
 JW0813
 JW0813                         *CURRENT SURVEY CONTROL
 JW0813  ___________________________________________________________________
 JW0813* NAD 83(1986)-  39 23 33.     (N)    079 52 22.     (W)     SCALED    
 JW0813* NAVD 88     -       356.288  (meters)    1168.92   (feet)  POSTED    
 JW0813  ___________________________________________________________________
 JW0813  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JW0813  DYNAMIC HT  -         356.060 (meters)    1168.17  (feet)  COMP
 JW0813  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JW0813
 JW0813  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JW0813
 JW0813.The horizontal coordinates were scaled from a topographic map and have
 JW0813.an estimated accuracy of +/- 6 seconds.
 JW0813
 JW0813.The orthometric height was determined by differential leveling
 JW0813.and adjusted by the National Geodetic Survey in 1992..
 JW0813.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JW0813.rate of 1.1 thru 2.0 mm/km.
 JW0813
 JW0813.The geoid height was determined by GEOID03.
 JW0813
 JW0813.The dynamic height is computed by dividing the NAVD 88
 JW0813.geopotential number by the normal gravity value computed on the
 JW0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0813.degrees latitude (g = 980.6199 gals.).
 JW0813
 JW0813.The modeled gravity was interpolated from observed gravity values.
 JW0813
 JW0813;                    North         East    Units  Estimated Accuracy
 JW0813;SPC WV N     -    99,150.      567,890.      MT  (+/- 180 meters Scaled)
 JW0813
 JW0813                          SUPERSEDED SURVEY CONTROL
 JW0813
 JW0813  NGVD 29 (??/??/92)  356.491  (m)         1169.59   (f) ADJ UNCH    1 2
 JW0813
 JW0813.Superseded values are not recommended for survey control.
 JW0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0813.See file dsdata.txt to determine how the superseded data were derived.
 JW0813
 JW0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND970609(NAD 83)
 JW0813_MARKER: DB = BENCH MARK DISK
 JW0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0813_STAMPING: J 27 1935
 JW0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0813+STABILITY: SURFACE MOTION
 JW0813
 JW0813  HISTORY     - Date     Condition        Report By
 JW0813  HISTORY     - 1935     MONUMENTED       CGS
 JW0813  HISTORY     - 1956     POOR             NGS
 JW0813  HISTORY     - 1975     MARK NOT FOUND   BAKER
 JW0813  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0813
 JW0813                          STATION DESCRIPTION
 JW0813
 JW0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JW0813'AT INDEPENDENCE.
 JW0813'AT INDEPENDENCE, PRESTON COUNTY, 1.2 MILES WEST OF NEWBURG, 170
 JW0813'FEET NORTHEAST OF THE CENTERLINE OF GRADE CROSSING, 27 FEET NORTH
 JW0813'OF NORTH RAIL OF WEST BOUND TRACK, 70 FEET WEST OF SOUTHWEST
 JW0813'CORNER OF OLD BUILDING IN CONCRETE POST SET FLUSH WITH CINDER
 JW0813'ROAD.  USC AND GS STANDARD DISK, STAMPED J 27 1935 AND PAINTED
 JW0813'BM 1169.6.
 JW0813
 JW0813                          STATION RECOVERY (1975)
 JW0813
 JW0813'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 JW0813'MARK NOT FOUND.
 JW0813
 JW0813                          STATION RECOVERY (1983)
 JW0813
 JW0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1641 ***********************************************************************
 HX1641  DESIGNATION -  J 270
 HX1641  PID         -  HX1641
 HX1641  STATE/COUNTY-  WV/BRAXTON
 HX1641  USGS QUAD   -  NEWVILLE (1976)
 HX1641
 HX1641                         *CURRENT SURVEY CONTROL
 HX1641  ___________________________________________________________________
 HX1641* NAD 83(1986)-  38 44 49.     (N)    080 30 43.     (W)     SCALED    
 HX1641* NAVD 88     -       280.251  (meters)     919.46   (feet)  ADJUSTED  
 HX1641  ___________________________________________________________________
 HX1641  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HX1641  DYNAMIC HT  -         280.062 (meters)     918.84  (feet)  COMP
 HX1641  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 HX1641
 HX1641  VERT ORDER  -  SECOND    CLASS 0
 HX1641
 HX1641.The horizontal coordinates were scaled from a topographic map and have
 HX1641.an estimated accuracy of +/- 6 seconds.
 HX1641
 HX1641.The orthometric height was determined by differential leveling
 HX1641.and adjusted by the National Geodetic Survey in June 1991..
 HX1641
 HX1641.The geoid height was determined by GEOID03.
 HX1641
 HX1641.The dynamic height is computed by dividing the NAVD 88
 HX1641.geopotential number by the normal gravity value computed on the
 HX1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1641.degrees latitude (g = 980.6199 gals.).
 HX1641
 HX1641.The modeled gravity was interpolated from observed gravity values.
 HX1641
 HX1641;                    North         East    Units  Estimated Accuracy
 HX1641;SPC WV S     -   194,010.      642,430.      MT  (+/- 180 meters Scaled)
 HX1641
 HX1641                          SUPERSEDED SURVEY CONTROL
 HX1641
 HX1641  NGVD 29 (??/??/92)  280.438  (m)          920.07   (f) ADJ UNCH    2 0
 HX1641
 HX1641.Superseded values are not recommended for survey control.
 HX1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1641.See file dsdata.txt to determine how the superseded data were derived.
 HX1641
 HX1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC424888(NAD 83)
 HX1641_MARKER: DB = BENCH MARK DISK
 HX1641_SETTING: 66 = SET IN ROCK OUTCROP
 HX1641_SP_SET: EMBEDDED ROCK
 HX1641_STAMPING: J 270 1962
 HX1641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1641+STABILITY: POSITION/ELEVATION WELL
 HX1641
 HX1641  HISTORY     - Date     Condition        Report By
 HX1641  HISTORY     - 1962     MONUMENTED       CGS
 HX1641
 HX1641                          STATION DESCRIPTION
 HX1641
 HX1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1641'6.7 MI SW FROM WILDCAT.
 HX1641'ABOUT 4.8 MILES SOUTHWEST ALONG A MOUNTAIN ROAD THAT FOLLOWS
 HX1641'ALONG THE LITTLE KANAWHA RIVER FROM THE POST OFFICE AT WILDCAT,
 HX1641'THENCE ABOUT 1.9 MILE SOUTHWEST ALONG A TRAIL ROAD, SET ON TOP
 HX1641'OF AN EMBEDDED ROCK THAT IS ABOUT 10 FEET LONG AND 5 FEET HIGH,
 HX1641'21 FEET SOUTHEAST OF A 24-INCH OAK TREE THAT IS BEING USED AS A
 HX1641'GATE POST, 10 FEET EAST OF THE CENTER LINE OF THE ROAD, 120 YARDS
 HX1641'SOUTHEAST OF A OLD BARN, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF
 HX1641'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1484 ***********************************************************************
 HX1484  DESIGNATION -  J 271
 HX1484  PID         -  HX1484
 HX1484  STATE/COUNTY-  WV/BRAXTON
 HX1484  USGS QUAD   -  BURNSVILLE (1989)
 HX1484
 HX1484                         *CURRENT SURVEY CONTROL
 HX1484  ___________________________________________________________________
 HX1484* NAD 83(1986)-  38 50 50.     (N)    080 40 00.     (W)     SCALED    
 HX1484* NAVD 88     -       234.252  (meters)     768.54   (feet)  ADJUSTED  
 HX1484  ___________________________________________________________________
 HX1484  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HX1484  DYNAMIC HT  -         234.100 (meters)     768.04  (feet)  COMP
 HX1484  MODELED GRAV-     979,975.9   (mgal)                       NAVD 88
 HX1484
 HX1484  VERT ORDER  -  SECOND    CLASS 0
 HX1484
 HX1484.The horizontal coordinates were scaled from a topographic map and have
 HX1484.an estimated accuracy of +/- 6 seconds.
 HX1484
 HX1484.The orthometric height was determined by differential leveling
 HX1484.and adjusted by the National Geodetic Survey in June 1991..
 HX1484
 HX1484.The geoid height was determined by GEOID03.
 HX1484
 HX1484.The dynamic height is computed by dividing the NAVD 88
 HX1484.geopotential number by the normal gravity value computed on the
 HX1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1484.degrees latitude (g = 980.6199 gals.).
 HX1484
 HX1484.The modeled gravity was interpolated from observed gravity values.
 HX1484
 HX1484;                    North         East    Units  Estimated Accuracy
 HX1484;SPC WV S     -   205,080.      628,940.      MT  (+/- 180 meters Scaled)
 HX1484
 HX1484                          SUPERSEDED SURVEY CONTROL
 HX1484
 HX1484  NGVD 29 (??/??/92)  234.460  (m)          769.22   (f) ADJ UNCH    2 0
 HX1484
 HX1484.Superseded values are not recommended for survey control.
 HX1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1484.See file dsdata.txt to determine how the superseded data were derived.
 HX1484
 HX1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC289998(NAD 83)
 HX1484_MARKER: DB = BENCH MARK DISK
 HX1484_SETTING: 80 = SET IN A BOULDER
 HX1484_SP_SET: BOULDER
 HX1484_STAMPING: J 271 1962
 HX1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1484+STABILITY: SURFACE MOTION
 HX1484
 HX1484  HISTORY     - Date     Condition        Report By
 HX1484  HISTORY     - 1962     MONUMENTED       CGS
 HX1484  HISTORY     - 1974     GOOD             LOCENG
 HX1484
 HX1484                          STATION DESCRIPTION
 HX1484
 HX1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1484'1 MI S FROM BURNSVILLE.
 HX1484'ABOUT 0.1 MILE WEST ALONG COUNTY ROAD 3 FROM THE POST OFFICE
 HX1484'AT BURNSVILLE, THENCE ABOUT 0.9 MILE SOUTH ALONG THE BALTIMORE
 HX1484'AND OHIO RAILROAD, ON THE INSIDE OF A CURVE WITH TANGENTS
 HX1484'EXTENDING SOUTHWEST AND NORTH, SET ON TOP OF AN EMBEDDED BOULDER
 HX1484'THAT IS ABOUT 6-FOOT LONG BY 3-FOOT HIGH AND PROJECTS OUT OF THE
 HX1484'BANK, 28 FEET EAST OF THE EAST RAIL, 87 FEET NORTH OF A TELEPHONE
 HX1484'BOOTH, AND ABOUT 7 FEET ABOVE THE LEVEL OF THE TRACK.
 HX1484
 HX1484                          STATION RECOVERY (1974)
 HX1484
 HX1484'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 HX1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0367 ***********************************************************************
 HX0367  DESIGNATION -  J 272
 HX0367  PID         -  HX0367
 HX0367  STATE/COUNTY-  WV/UPSHUR
 HX0367  USGS QUAD   -  ALTON (1989)
 HX0367
 HX0367                         *CURRENT SURVEY CONTROL
 HX0367  ___________________________________________________________________
 HX0367* NAD 83(1986)-  38 49 35.     (N)    080 12 16.     (W)     SCALED    
 HX0367* NAVD 88     -       544.102  (meters)    1785.11   (feet)  ADJUSTED  
 HX0367  ___________________________________________________________________
 HX0367  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HX0367  DYNAMIC HT  -         543.718 (meters)    1783.85  (feet)  COMP
 HX0367  MODELED GRAV-     979,906.0   (mgal)                       NAVD 88
 HX0367
 HX0367  VERT ORDER  -  SECOND    CLASS 0
 HX0367
 HX0367.The horizontal coordinates were scaled from a topographic map and have
 HX0367.an estimated accuracy of +/- 6 seconds.
 HX0367
 HX0367.The orthometric height was determined by differential leveling
 HX0367.and adjusted by the National Geodetic Survey in June 1991..
 HX0367
 HX0367.The geoid height was determined by GEOID03.
 HX0367
 HX0367.The dynamic height is computed by dividing the NAVD 88
 HX0367.geopotential number by the normal gravity value computed on the
 HX0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0367.degrees latitude (g = 980.6199 gals.).
 HX0367
 HX0367.The modeled gravity was interpolated from observed gravity values.
 HX0367
 HX0367;                    North         East    Units  Estimated Accuracy
 HX0367;SPC WV S     -   203,010.      669,080.      MT  (+/- 180 meters Scaled)
 HX0367
 HX0367                          SUPERSEDED SURVEY CONTROL
 HX0367
 HX0367  NGVD 29 (??/??/92)  544.270  (m)         1785.66   (f) ADJ UNCH    2 0
 HX0367
 HX0367.Superseded values are not recommended for survey control.
 HX0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0367.See file dsdata.txt to determine how the superseded data were derived.
 HX0367
 HX0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC690978(NAD 83)
 HX0367_MARKER: DB = BENCH MARK DISK
 HX0367_SETTING: 80 = SET IN A BOULDER
 HX0367_SP_SET: BOULDER
 HX0367_STAMPING: J 272 1962
 HX0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0367+STABILITY: SURFACE MOTION
 HX0367
 HX0367  HISTORY     - Date     Condition        Report By
 HX0367  HISTORY     - 1962     MONUMENTED       CGS
 HX0367
 HX0367                          STATION DESCRIPTION
 HX0367
 HX0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0367'1.3 MI N FROM ALTON.
 HX0367'ABOUT 1.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0367'FROM THE POST OFFICE AT ALTON, SET ON TOP OF AN EMBEDDED ROCK
 HX0367'THAT IS ABOUT 22-BY 29-FOOT LONG AND 4 FOOT HIGH, 10 FEET NORTH
 HX0367'OF THE SOUTH END OF THE ROCK, 85 FEET NORTHWEST OF MILEPOST 11,
 HX0367'60 FEET WEST OF THE WEST RAIL, AND ABOUT 7 FEET ABOVE THE LEVEL
 HX0367'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0317 ***********************************************************************
 HX0317  DESIGNATION -  J 273
 HX0317  PID         -  HX0317
 HX0317  STATE/COUNTY-  WV/UPSHUR
 HX0317  USGS QUAD   -  ROCK CAVE (1966)
 HX0317
 HX0317                         *CURRENT SURVEY CONTROL
 HX0317  ___________________________________________________________________
 HX0317* NAD 83(1986)-  38 49 14.     (N)    080 16 24.     (W)     SCALED    
 HX0317* NAVD 88     -       635.017  (meters)    2083.38   (feet)  ADJUSTED  
 HX0317  ___________________________________________________________________
 HX0317  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 HX0317  DYNAMIC HT  -         634.569 (meters)    2081.92  (feet)  COMP
 HX0317  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 HX0317
 HX0317  VERT ORDER  -  SECOND    CLASS 0
 HX0317
 HX0317.The horizontal coordinates were scaled from a topographic map and have
 HX0317.an estimated accuracy of +/- 6 seconds.
 HX0317
 HX0317.The orthometric height was determined by differential leveling
 HX0317.and adjusted by the National Geodetic Survey in June 1991..
 HX0317
 HX0317.The geoid height was determined by GEOID03.
 HX0317
 HX0317.The dynamic height is computed by dividing the NAVD 88
 HX0317.geopotential number by the normal gravity value computed on the
 HX0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0317.degrees latitude (g = 980.6199 gals.).
 HX0317
 HX0317.The modeled gravity was interpolated from observed gravity values.
 HX0317
 HX0317;                    North         East    Units  Estimated Accuracy
 HX0317;SPC WV S     -   202,320.      663,110.      MT  (+/- 180 meters Scaled)
 HX0317
 HX0317                          SUPERSEDED SURVEY CONTROL
 HX0317
 HX0317  NGVD 29 (??/??/92)  635.185  (m)         2083.94   (f) ADJ UNCH    2 0
 HX0317
 HX0317.Superseded values are not recommended for survey control.
 HX0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0317.See file dsdata.txt to determine how the superseded data were derived.
 HX0317
 HX0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC630971(NAD 83)
 HX0317_MARKER: DB = BENCH MARK DISK
 HX0317_SETTING: 66 = SET IN ROCK OUTCROP
 HX0317_SP_SET: ROCK LEDGE
 HX0317_STAMPING: J 273 1962
 HX0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0317+STABILITY: POSITION/ELEVATION WELL
 HX0317
 HX0317  HISTORY     - Date     Condition        Report By
 HX0317  HISTORY     - 1962     MONUMENTED       CGS
 HX0317
 HX0317                          STATION DESCRIPTION
 HX0317
 HX0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0317'5.2 MI NW FROM ALEXANDER.
 HX0317'ABOUT 5.2 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HX0317'OFFICE AT ALEXANDER, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HX0317'EXTENDING TO THE SOUTHWEST AND SOUTHEAST, SET VERTICALLY IN
 HX0317'THE SOUTH FACE OF A ROCK LEDGE THAT IS 12-FOOT LONG AND 4 1/2
 HX0317'FEET HIGH, 181 FEET WEST OF A SIDE ROAD LEADING TO THE EAST, 13
 HX0317'1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND IS ABOUT 4
 HX0317'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0392 ***********************************************************************
 HX0392  DESIGNATION -  J 274
 HX0392  PID         -  HX0392
 HX0392  STATE/COUNTY-  WV/UPSHUR
 HX0392  USGS QUAD   -  ALTON (1989)
 HX0392
 HX0392                         *CURRENT SURVEY CONTROL
 HX0392  ___________________________________________________________________
 HX0392* NAD 83(1986)-  38 49 49.     (N)    080 09 53.     (W)     SCALED    
 HX0392* NAVD 88     -       698.168  (meters)    2290.57   (feet)  ADJUSTED  
 HX0392  ___________________________________________________________________
 HX0392  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX0392  DYNAMIC HT  -         697.682 (meters)    2288.98  (feet)  COMP
 HX0392  MODELED GRAV-     979,907.9   (mgal)                       NAVD 88
 HX0392
 HX0392  VERT ORDER  -  SECOND    CLASS 0
 HX0392
 HX0392.The horizontal coordinates were scaled from a topographic map and have
 HX0392.an estimated accuracy of +/- 6 seconds.
 HX0392
 HX0392.The orthometric height was determined by differential leveling
 HX0392.and adjusted by the National Geodetic Survey in June 1991..
 HX0392
 HX0392.The geoid height was determined by GEOID03.
 HX0392
 HX0392.The dynamic height is computed by dividing the NAVD 88
 HX0392.geopotential number by the normal gravity value computed on the
 HX0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0392.degrees latitude (g = 980.6199 gals.).
 HX0392
 HX0392.The modeled gravity was interpolated from observed gravity values.
 HX0392
 HX0392;                    North         East    Units  Estimated Accuracy
 HX0392;SPC WV S     -   203,470.      672,530.      MT  (+/- 180 meters Scaled)
 HX0392
 HX0392                          SUPERSEDED SURVEY CONTROL
 HX0392
 HX0392  NGVD 29 (??/??/92)  698.341  (m)         2291.14   (f) ADJ UNCH    2 0
 HX0392
 HX0392.Superseded values are not recommended for survey control.
 HX0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0392.See file dsdata.txt to determine how the superseded data were derived.
 HX0392
 HX0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC725982(NAD 83)
 HX0392_MARKER: DB = BENCH MARK DISK
 HX0392_SETTING: 66 = SET IN ROCK OUTCROP
 HX0392_SP_SET: ROCK OUTCROP
 HX0392_STAMPING: J 274 1962
 HX0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0392+STABILITY: POSITION/ELEVATION WELL
 HX0392
 HX0392  HISTORY     - Date     Condition        Report By
 HX0392  HISTORY     - 1962     MONUMENTED       CGS
 HX0392  HISTORY     - 1975     GOOD             BAKER
 HX0392
 HX0392                          STATION DESCRIPTION
 HX0392
 HX0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0392'2.8 MI SW FROM QUEENS.
 HX0392'ABOUT 0.75 MILE SOUTH ALONG COUNTY ROAD 9 FROM THE JUNCTION OF
 HX0392'COUNTY ROAD 9/11 AT QUEENS, THENCE ABOUT 2.1 MILES SOUTHWEST
 HX0392'ALONG A COUNTY ROAD (GRAVEL), ABOUT 0.25 MILE EAST OF THE
 HX0392'CUTRIGHT CHURCH, SET ON TOP OF A ROCK OUTCROP THAT IS IN A
 HX0392'PASTURE FIELD, APPROXIMATELY 210 YARDS NORTHEAST OF A FARM
 HX0392'HOUSE, 43 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 52 1/2
 HX0392'FEET SOUTHWEST OF A TELEPHONE POLE, 189 FEET EAST OF A PRIVATE
 HX0392'DRIVE LEADING TO A FARM HOUSE, AND ABOUT 1 1/2 FEET BELOW THE
 HX0392'LEVEL OF THE ROAD.
 HX0392
 HX0392                          STATION RECOVERY (1975)
 HX0392
 HX0392'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 HX0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2082 ***********************************************************************
 HW2082  DESIGNATION -  J 275
 HW2082  PID         -  HW2082
 HW2082  STATE/COUNTY-  WV/RANDOLPH
 HW2082  USGS QUAD   -  MILL CREEK (1995)
 HW2082
 HW2082                         *CURRENT SURVEY CONTROL
 HW2082  ___________________________________________________________________
 HW2082* NAD 83(1986)-  38 43 53.     (N)    079 58 11.     (W)     SCALED    
 HW2082* NAVD 88     -       624.407  (meters)    2048.58   (feet)  ADJUSTED  
 HW2082  ___________________________________________________________________
 HW2082  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HW2082  DYNAMIC HT  -         623.949 (meters)    2047.07  (feet)  COMP
 HW2082  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 HW2082
 HW2082  VERT ORDER  -  FIRST     CLASS II
 HW2082
 HW2082.The horizontal coordinates were scaled from a topographic map and have
 HW2082.an estimated accuracy of +/- 6 seconds.
 HW2082
 HW2082.The orthometric height was determined by differential leveling
 HW2082.and adjusted by the National Geodetic Survey in June 1991..
 HW2082
 HW2082.The geoid height was determined by GEOID03.
 HW2082
 HW2082.The dynamic height is computed by dividing the NAVD 88
 HW2082.geopotential number by the normal gravity value computed on the
 HW2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2082.degrees latitude (g = 980.6199 gals.).
 HW2082
 HW2082.The modeled gravity was interpolated from observed gravity values.
 HW2082
 HW2082;                    North         East    Units  Estimated Accuracy
 HW2082;SPC WV S     -   192,670.      689,580.      MT  (+/- 180 meters Scaled)
 HW2082
 HW2082                          SUPERSEDED SURVEY CONTROL
 HW2082
 HW2082  NGVD 29 (??/??/92)  624.562  (m)         2049.08   (f) ADJ UNCH    1 2
 HW2082
 HW2082.Superseded values are not recommended for survey control.
 HW2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2082.See file dsdata.txt to determine how the superseded data were derived.
 HW2082
 HW2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC895874(NAD 83)
 HW2082_MARKER: DB = BENCH MARK DISK
 HW2082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2082_SP_SET: BUILDING
 HW2082_STAMPING: J 275 1962
 HW2082_MARK LOGO: CGS   
 HW2082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2082
 HW2082  HISTORY     - Date     Condition        Report By
 HW2082  HISTORY     - 1962     MONUMENTED       CGS
 HW2082  HISTORY     - 1983     GOOD             NGS
 HW2082
 HW2082                          STATION DESCRIPTION
 HW2082
 HW2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2082'AT MILL CREEK.
 HW2082'AT MILL CREEK, SET VERTICALLY IN THE NORTHWEST FACE OF THE BRICK
 HW2082'BANK BUILDING AT MILL CREEK, 1.3 FEET SOUTHWEST OF THE NORTH
 HW2082'CORNER OF THE BANK, 39 FEET SOUTHEAST OF THE CENTER LINE OF
 HW2082'THE HIGHWAY, 95 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A
 HW2082'BLACK TOP ROAD THAT LEADS TO ADOLPH, 16.5 FEET SOUTHWEST OF THE
 HW2082'SOUTHWEST CORNER OF A SMALL FRAME HOUSE, ABOUT 2.3 FEET ABOVE
 HW2082'THE GROUND LEVEL, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 HW2082'HIGHWAY.
 HW2082
 HW2082                          STATION RECOVERY (1983)
 HW2082
 HW2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0428 ***********************************************************************
 HX0428  DESIGNATION -  J 276
 HX0428  PID         -  HX0428
 HX0428  STATE/COUNTY-  WV/RANDOLPH
 HX0428  USGS QUAD   -  PICKENS (1977)
 HX0428
 HX0428                         *CURRENT SURVEY CONTROL
 HX0428  ___________________________________________________________________
 HX0428* NAD 83(1986)-  38 43 09.     (N)    080 07 49.     (W)     SCALED    
 HX0428* NAVD 88     -       745.999  (meters)    2447.50   (feet)  ADJUSTED  
 HX0428  ___________________________________________________________________
 HX0428  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX0428  DYNAMIC HT  -         745.435 (meters)    2445.65  (feet)  COMP
 HX0428  MODELED GRAV-     979,847.5   (mgal)                       NAVD 88
 HX0428
 HX0428  VERT ORDER  -  SECOND    CLASS 0
 HX0428
 HX0428.The horizontal coordinates were scaled from a topographic map and have
 HX0428.an estimated accuracy of +/- 6 seconds.
 HX0428
 HX0428.The orthometric height was determined by differential leveling
 HX0428.and adjusted by the National Geodetic Survey in June 1991..
 HX0428
 HX0428.The geoid height was determined by GEOID03.
 HX0428
 HX0428.The dynamic height is computed by dividing the NAVD 88
 HX0428.geopotential number by the normal gravity value computed on the
 HX0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0428.degrees latitude (g = 980.6199 gals.).
 HX0428
 HX0428.The modeled gravity was interpolated from observed gravity values.
 HX0428
 HX0428;                    North         East    Units  Estimated Accuracy
 HX0428;SPC WV S     -   191,170.      675,630.      MT  (+/- 180 meters Scaled)
 HX0428
 HX0428                          SUPERSEDED SURVEY CONTROL
 HX0428
 HX0428  NGVD 29 (??/??/92)  746.147  (m)         2447.98   (f) ADJ UNCH    2 0
 HX0428
 HX0428.Superseded values are not recommended for survey control.
 HX0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0428.See file dsdata.txt to determine how the superseded data were derived.
 HX0428
 HX0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC756859(NAD 83)
 HX0428_MARKER: DB = BENCH MARK DISK
 HX0428_SETTING: 80 = SET IN A BOULDER
 HX0428_SP_SET: BOULDER
 HX0428_STAMPING: J 276 1962
 HX0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0428+STABILITY: SURFACE MOTION
 HX0428
 HX0428  HISTORY     - Date     Condition        Report By
 HX0428  HISTORY     - 1962     MONUMENTED       CGS
 HX0428  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0428
 HX0428                          STATION DESCRIPTION
 HX0428
 HX0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0428'5.9 MI SW FROM ADOLPH.
 HX0428'ABOUT 5.9 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE
 HX0428'GRADE SCHOOL AT ADOLPH, 0.3 MILE NORTHEAST OF A RAILROAD CROSSING,
 HX0428'SET ON TOP OF A ROCK BOULDER THAT IS ABOUT 8-BY 12-FOOT LONG,
 HX0428'41 FEET NORTHWEST OF THE CENTER LINE OF THE BLACK TOP ROAD,
 HX0428'40 FEET NORTH OF A 12-INCH PIPE CULVERT, 1 FOOT NORTHEAST OF
 HX0428'THE SOUTHWEST EDGE OF THE ROCK, AND ABOUT 12 FEET BELOW THE LEVEL
 HX0428'OF THE ROAD.
 HX0428
 HX0428                          STATION RECOVERY (1973)
 HX0428
 HX0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0384 ***********************************************************************
 HX0384  DESIGNATION -  J 277
 HX0384  PID         -  HX0384
 HX0384  STATE/COUNTY-  WV/RANDOLPH
 HX0384  USGS QUAD   -  ADOLPH (1995)
 HX0384
 HX0384                         *CURRENT SURVEY CONTROL
 HX0384  ___________________________________________________________________
 HX0384* NAD 83(1986)-  38 38 54.     (N)    080 04 44.     (W)     SCALED    
 HX0384* NAVD 88     -       935.007  (meters)    3067.60   (feet)  ADJUSTED  
 HX0384  ___________________________________________________________________
 HX0384  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HX0384  DYNAMIC HT  -         934.274 (meters)    3065.20  (feet)  COMP
 HX0384  MODELED GRAV-     979,811.8   (mgal)                       NAVD 88
 HX0384
 HX0384  VERT ORDER  -  SECOND    CLASS 0
 HX0384
 HX0384.The horizontal coordinates were scaled from a topographic map and have
 HX0384.an estimated accuracy of +/- 6 seconds.
 HX0384
 HX0384.The orthometric height was determined by differential leveling
 HX0384.and adjusted by the National Geodetic Survey in June 1991..
 HX0384
 HX0384.The geoid height was determined by GEOID03.
 HX0384
 HX0384.The dynamic height is computed by dividing the NAVD 88
 HX0384.geopotential number by the normal gravity value computed on the
 HX0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0384.degrees latitude (g = 980.6199 gals.).
 HX0384
 HX0384.The modeled gravity was interpolated from observed gravity values.
 HX0384
 HX0384;                    North         East    Units  Estimated Accuracy
 HX0384;SPC WV S     -   183,350.      680,180.      MT  (+/- 180 meters Scaled)
 HX0384
 HX0384                          SUPERSEDED SURVEY CONTROL
 HX0384
 HX0384  NGVD 29 (??/??/92)  935.132  (m)         3068.01   (f) ADJ UNCH    2 0
 HX0384
 HX0384.Superseded values are not recommended for survey control.
 HX0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0384.See file dsdata.txt to determine how the superseded data were derived.
 HX0384
 HX0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC801781(NAD 83)
 HX0384_MARKER: DB = BENCH MARK DISK
 HX0384_SETTING: 66 = SET IN ROCK OUTCROP
 HX0384_SP_SET: ROCK PROJECTION
 HX0384_STAMPING: J 277 1962
 HX0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0384+STABILITY: POSITION/ELEVATION WELL
 HX0384
 HX0384  HISTORY     - Date     Condition        Report By
 HX0384  HISTORY     - 1962     MONUMENTED       CGS
 HX0384
 HX0384                          STATION DESCRIPTION
 HX0384
 HX0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0384'13.6 MI SW FROM HUTTONSVILLE.
 HX0384'ABOUT 7.1 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST
 HX0384'OFFICE AT HUTTONSVILLE, THENCE 6.5 MILES NORTHWEST THEN SOUTHWEST
 HX0384'ALONG COUNTY ROAD 219/16 (GRAVEL), 0.7 MILE WEST OF A WOODEN
 HX0384'BRIDGE OVER MILL CREEK, SET VERTICALLY IN THE SOUTHEAST FACE OF
 HX0384'A ROCK THAT IS 7-FOOT LONG AND 6 1/2-FOOT HIGH AND PROJECTS
 HX0384'OUT OF THE ROAD BANK, 14 1/2 FEET NORTHWEST OF THE CENTER LINE
 HX0384'OF THE ROAD, 36 FEET NORTH OF A TELEPHONE POLE, 39 FEET NORTH
 HX0384'OF THE NORTH CORNER OF A WOODEN BRIDGE OVER THE ROAD DITCH FOR
 HX0384'A ROAD THAT LEADS TO A GAME FEEDING AREA, AND ABOUT 3 FEET
 HX0384'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1557 ***********************************************************************
 HX1557  DESIGNATION -  J 278
 HX1557  PID         -  HX1557
 HX1557  STATE/COUNTY-  WV/BRAXTON
 HX1557  USGS QUAD   -  SUTTON (1976)
 HX1557
 HX1557                         *CURRENT SURVEY CONTROL
 HX1557  ___________________________________________________________________
 HX1557* NAD 83(1986)-  38 41 23.     (N)    080 39 02.     (W)     SCALED    
 HX1557* NAVD 88     -       388.488  (meters)    1274.56   (feet)  ADJUSTED  
 HX1557  ___________________________________________________________________
 HX1557  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HX1557  DYNAMIC HT  -         388.222 (meters)    1273.69  (feet)  COMP
 HX1557  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 HX1557
 HX1557  VERT ORDER  -  SECOND    CLASS 0
 HX1557
 HX1557.The horizontal coordinates were scaled from a topographic map and have
 HX1557.an estimated accuracy of +/- 6 seconds.
 HX1557
 HX1557.The orthometric height was determined by differential leveling
 HX1557.and adjusted by the National Geodetic Survey in June 1991..
 HX1557
 HX1557.The geoid height was determined by GEOID03.
 HX1557
 HX1557.The dynamic height is computed by dividing the NAVD 88
 HX1557.geopotential number by the normal gravity value computed on the
 HX1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1557.degrees latitude (g = 980.6199 gals.).
 HX1557
 HX1557.The modeled gravity was interpolated from observed gravity values.
 HX1557
 HX1557;                    North         East    Units  Estimated Accuracy
 HX1557;SPC WV S     -   187,600.      630,400.      MT  (+/- 180 meters Scaled)
 HX1557
 HX1557                          SUPERSEDED SURVEY CONTROL
 HX1557
 HX1557  NGVD 29 (??/??/92)  388.664  (m)         1275.14   (f) ADJ UNCH    2 0
 HX1557
 HX1557.Superseded values are not recommended for survey control.
 HX1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1557.See file dsdata.txt to determine how the superseded data were derived.
 HX1557
 HX1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC303824(NAD 83)
 HX1557_MARKER: DB = BENCH MARK DISK
 HX1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1557_STAMPING: J 278 1962
 HX1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1557+STABILITY: SURFACE MOTION
 HX1557
 HX1557  HISTORY     - Date     Condition        Report By
 HX1557  HISTORY     - 1962     MONUMENTED       CGS
 HX1557
 HX1557                          STATION DESCRIPTION
 HX1557
 HX1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1557'3.7 MI S FROM FLATWOODS.
 HX1557'ABOUT 2.4 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1557'FROM THE STATION AT FLATWOODS, THENCE ABOUT 1.2 MILES WEST AND
 HX1557'SOUTH ALONG A BLACK TOP ROAD, THENCE ABOUT 0.1 MILE WEST ALONG
 HX1557'A DIRT ROAD LEADING TO SUTTON AIRPORT, AT THE NORTHEAST CORNER OF
 HX1557'THE NORTH-SOUTH RUNWAY, 1.7 FEET SOUTHWEST OF A CORNER POST FOR
 HX1557'WIRE FENCE, SET IN TOP OF A CONCRETE POST PROJECTING 0.2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2057 ***********************************************************************
 HW2057  DESIGNATION -  J 279
 HW2057  PID         -  HW2057
 HW2057  STATE/COUNTY-  WV/RANDOLPH
 HW2057  USGS QUAD   -  ELKINS (1995)
 HW2057
 HW2057                         *CURRENT SURVEY CONTROL
 HW2057  ___________________________________________________________________
 HW2057* NAD 83(1986)-  38 53 43.     (N)    079 51 23.     (W)     SCALED    
 HW2057* NAVD 88     -       592.321  (meters)    1943.31   (feet)  ADJUSTED  
 HW2057  ___________________________________________________________________
 HW2057  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HW2057  DYNAMIC HT  -         591.898 (meters)    1941.92  (feet)  COMP
 HW2057  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 HW2057
 HW2057  VERT ORDER  -  SECOND    CLASS 0
 HW2057
 HW2057.The horizontal coordinates were scaled from a topographic map and have
 HW2057.an estimated accuracy of +/- 6 seconds.
 HW2057
 HW2057.The orthometric height was determined by differential leveling
 HW2057.and adjusted by the National Geodetic Survey in June 1991..
 HW2057
 HW2057.The geoid height was determined by GEOID03.
 HW2057
 HW2057.The dynamic height is computed by dividing the NAVD 88
 HW2057.geopotential number by the normal gravity value computed on the
 HW2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2057.degrees latitude (g = 980.6199 gals.).
 HW2057
 HW2057.The modeled gravity was interpolated from observed gravity values.
 HW2057
 HW2057;                    North         East    Units  Estimated Accuracy
 HW2057;SPC WV S     -   210,980.      699,210.      MT  (+/- 180 meters Scaled)
 HW2057
 HW2057                          SUPERSEDED SURVEY CONTROL
 HW2057
 HW2057  NGVD 29 (??/??/92)  592.484  (m)         1943.84   (f) ADJ UNCH    2 0
 HW2057
 HW2057.Superseded values are not recommended for survey control.
 HW2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2057.See file dsdata.txt to determine how the superseded data were derived.
 HW2057
 HW2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND991057(NAD 83)
 HW2057_MARKER: DB = BENCH MARK DISK
 HW2057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2057_SP_SET: BRIDGE
 HW2057_STAMPING: J 279 1962
 HW2057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2057
 HW2057  HISTORY     - Date     Condition        Report By
 HW2057  HISTORY     - 1962     MONUMENTED       CGS
 HW2057
 HW2057                          STATION DESCRIPTION
 HW2057
 HW2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2057'3 MI S FROM ELKINS.
 HW2057'ABOUT 1.5 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM
 HW2057'THE WESTERN MARYLAND RAILWAY STATION AT ELKINS, THENCE ABOUT 1.5
 HW2057'MILES SOUTH AND THEN SOUTHEAST ALONG COUNTY ROAD 23 (BLACK TOP),
 HW2057'SET ON TOP OF THE NORTH END OF THE NORTHEAST CONCRETE ABUTMENT
 HW2057'OF A BRIDGE OVER CHENOWETH CREEK, 13 FEET NORTH OF THE CENTER
 HW2057'LINE OF THE ROAD, ABOUT 200 YARDS SOUTHWEST OF A LARGE RANCH
 HW2057'STYLE HOUSE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2058 ***********************************************************************
 HW2058  DESIGNATION -  J 279 RESET 1975
 HW2058  PID         -  HW2058
 HW2058  STATE/COUNTY-  WV/RANDOLPH
 HW2058  USGS QUAD   -  ELKINS (1995)
 HW2058
 HW2058                         *CURRENT SURVEY CONTROL
 HW2058  ___________________________________________________________________
 HW2058* NAD 83(1986)-  38 53 42.     (N)    079 51 22.     (W)     SCALED    
 HW2058* NAVD 88     -       592.619  (meters)    1944.28   (feet)  ADJUSTED  
 HW2058  ___________________________________________________________________
 HW2058  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HW2058  DYNAMIC HT  -         592.196 (meters)    1942.90  (feet)  COMP
 HW2058  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 HW2058
 HW2058  VERT ORDER  -  FIRST     CLASS II
 HW2058
 HW2058.The horizontal coordinates were scaled from a topographic map and have
 HW2058.an estimated accuracy of +/- 6 seconds.
 HW2058
 HW2058.The orthometric height was determined by differential leveling
 HW2058.and adjusted by the National Geodetic Survey in June 1991..
 HW2058
 HW2058.The geoid height was determined by GEOID03.
 HW2058
 HW2058.The dynamic height is computed by dividing the NAVD 88
 HW2058.geopotential number by the normal gravity value computed on the
 HW2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2058.degrees latitude (g = 980.6199 gals.).
 HW2058
 HW2058.The modeled gravity was interpolated from observed gravity values.
 HW2058
 HW2058;                    North         East    Units  Estimated Accuracy
 HW2058;SPC WV S     -   210,950.      699,240.      MT  (+/- 180 meters Scaled)
 HW2058
 HW2058                          SUPERSEDED SURVEY CONTROL
 HW2058
 HW2058.No superseded survey control is available for this station.
 HW2058
 HW2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND991057(NAD 83)
 HW2058_MARKER: DB = BENCH MARK DISK
 HW2058_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HW2058_STAMPING: J 279 RESET 1975
 HW2058_MARK LOGO: NGS   
 HW2058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2058
 HW2058  HISTORY     - Date     Condition        Report By
 HW2058  HISTORY     - 1975     MONUMENTED       WVHD
 HW2058  HISTORY     - 1983     GOOD             NGS
 HW2058
 HW2058                          STATION DESCRIPTION
 HW2058
 HW2058'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1975
 HW2058'3 MI S FROM ELKINS.
 HW2058'ABOUT 1.5 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM
 HW2058'THE WESTERN MARYLAND RAILWAY STATION AT ELKINS, THENCE ABOUT
 HW2058'1.5 MILES SOUTH AND THEN SOUTHEAST ALONG COUNTY ROAD 23 (BLACK
 HW2058'TOP), SET IN BACK-WALL OF RECONSTRUCTED BRIDGE ON LOCAL SERVICE
 HW2058'ROUTE NO. 23, 0.6 MILES WEST OF JCT. OF U.S. NO. 219 AND NO. 250
 HW2058'AND LOCAL SERVICE ROUTE NO. 23.  DISK IS IN NORTHEAST CORNER OF
 HW2058'WINGWALL ON EAST END OF BRIDGE.
 HW2058
 HW2058                          STATION RECOVERY (1983)
 HW2058
 HW2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0930 ***********************************************************************
 KY0930  DESIGNATION -  J 28
 KY0930  PID         -  KY0930
 KY0930  STATE/COUNTY-  WV/OHIO
 KY0930  USGS QUAD   -  TILTONSVILLE (1985)
 KY0930
 KY0930                         *CURRENT SURVEY CONTROL
 KY0930  ___________________________________________________________________
 KY0930* NAD 83(1986)-  40 09 34.     (N)    080 41 38.     (W)     SCALED    
 KY0930* NAVD 88     -       201.909  (meters)     662.43   (feet)  ADJUSTED  
 KY0930  ___________________________________________________________________
 KY0930  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY0930  DYNAMIC HT  -         201.801 (meters)     662.08  (feet)  COMP
 KY0930  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 KY0930
 KY0930  VERT ORDER  -  FIRST     CLASS II
 KY0930
 KY0930.The horizontal coordinates were scaled from a topographic map and have
 KY0930.an estimated accuracy of +/- 6 seconds.
 KY0930
 KY0930.The orthometric height was determined by differential leveling
 KY0930.and adjusted by the National Geodetic Survey in June 1991..
 KY0930
 KY0930.The geoid height was determined by GEOID03.
 KY0930
 KY0930.The dynamic height is computed by dividing the NAVD 88
 KY0930.geopotential number by the normal gravity value computed on the
 KY0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0930.degrees latitude (g = 980.6199 gals.).
 KY0930
 KY0930.The modeled gravity was interpolated from observed gravity values.
 KY0930
 KY0930;                    North         East    Units  Estimated Accuracy
 KY0930;SPC WV N     -   184,910.      498,290.      MT  (+/- 180 meters Scaled)
 KY0930
 KY0930                          SUPERSEDED SURVEY CONTROL
 KY0930
 KY0930  NGVD 29 (??/??/92)  202.109  (m)          663.09   (f) ADJ UNCH    1 2
 KY0930
 KY0930.Superseded values are not recommended for survey control.
 KY0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0930.See file dsdata.txt to determine how the superseded data were derived.
 KY0930
 KY0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE260454(NAD 83)
 KY0930_MARKER: DB = BENCH MARK DISK
 KY0930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0930_SP_SET: CULVERT
 KY0930_STAMPING: J 28 1935
 KY0930_MARK LOGO: CGS   
 KY0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0930
 KY0930  HISTORY     - Date     Condition        Report By
 KY0930  HISTORY     - 1935     MONUMENTED       CGS
 KY0930  HISTORY     - 1957     GOOD             NGS
 KY0930  HISTORY     - 1983     GOOD             NGS
 KY0930
 KY0930                          STATION DESCRIPTION
 KY0930
 KY0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0930'1.9 MI S FROM SHORT CREEK.
 KY0930'ABOUT 1.9 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0930'BRIDGE OVER SHORT CREEK AT SHORT CREEK, ABOUT 7.0 MILE NORTH OF
 KY0930'THE FREIGHT STATION AT WHEELING, 140 YARDS SOUTH OF MILE POST 17,
 KY0930'13 1/2 FEET EAST OF EAST RAIL, 17 1/2 FEET WEST OF CENTER LINE
 KY0930'OF STATE HIGHWAY 2, IN THE TOP AND IN CENTER OF WEST CONCRETE HEAD
 KY0930'WALL OF A 2-FOOT CONCRETE PIPE CULVERT WITH A 2-FOOT CONCRETE
 KY0930'CATCH BASIN UNDER HIGHWAY, 1 1/2 FEET BELOW LEVEL OF TRACK AND
 KY0930'ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
 KY0930
 KY0930                          STATION RECOVERY (1983)
 KY0930
 KY0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0406 ***********************************************************************
 HX0406  DESIGNATION -  J 280
 HX0406  PID         -  HX0406
 HX0406  STATE/COUNTY-  WV/RANDOLPH
 HX0406  USGS QUAD   -  CASSITY (1977)
 HX0406
 HX0406                         *CURRENT SURVEY CONTROL
 HX0406  ___________________________________________________________________
 HX0406* NAD 83(1986)-  38 49 06.     (N)    080 02 41.     (W)     SCALED    
 HX0406* NAVD 88     -       623.583  (meters)    2045.87   (feet)  ADJUSTED  
 HX0406  ___________________________________________________________________
 HX0406  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX0406  DYNAMIC HT  -         623.131 (meters)    2044.39  (feet)  COMP
 HX0406  MODELED GRAV-     979,882.5   (mgal)                       NAVD 88
 HX0406
 HX0406  VERT ORDER  -  SECOND    CLASS 0
 HX0406
 HX0406.The horizontal coordinates were scaled from a topographic map and have
 HX0406.an estimated accuracy of +/- 6 seconds.
 HX0406
 HX0406.The orthometric height was determined by differential leveling
 HX0406.and adjusted by the National Geodetic Survey in June 1991..
 HX0406
 HX0406.The geoid height was determined by GEOID03.
 HX0406
 HX0406.The dynamic height is computed by dividing the NAVD 88
 HX0406.geopotential number by the normal gravity value computed on the
 HX0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0406.degrees latitude (g = 980.6199 gals.).
 HX0406
 HX0406.The modeled gravity was interpolated from observed gravity values.
 HX0406
 HX0406;                    North         East    Units  Estimated Accuracy
 HX0406;SPC WV S     -   202,250.      682,960.      MT  (+/- 180 meters Scaled)
 HX0406
 HX0406                          SUPERSEDED SURVEY CONTROL
 HX0406
 HX0406  NGVD 29 (??/??/92)  623.739  (m)         2046.38   (f) ADJ UNCH    2 0
 HX0406
 HX0406.Superseded values are not recommended for survey control.
 HX0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0406.See file dsdata.txt to determine how the superseded data were derived.
 HX0406
 HX0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC829970(NAD 83)
 HX0406_MARKER: DB = BENCH MARK DISK
 HX0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0406_SP_SET: ABUTMENT
 HX0406_STAMPING: J 280 1962
 HX0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0406
 HX0406  HISTORY     - Date     Condition        Report By
 HX0406  HISTORY     - 1962     MONUMENTED       CGS
 HX0406
 HX0406                          STATION DESCRIPTION
 HX0406
 HX0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0406'0.2 MI S FROM CASSITY.
 HX0406'ABOUT 0.2 MILE SOUTH ALONG COUNTY ROAD 35 FROM THE CASSITY
 HX0406'METHODIST CHURCH AT CASSITY, SET ON TOP OF THE WEST END OF THE
 HX0406'NORTH ABUTMENT OF A BRIDGE OVER MIDDLE FORK RIVER, 13 FEET
 HX0406'WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 1/2 FEET BELOW
 HX0406'THE LEVEL OF THE ROAD.  NOTE-- 0.1 MILE WEST OF BENCH MARK
 HX0406'U 275.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2029 ***********************************************************************
 HW2029  DESIGNATION -  J 281
 HW2029  PID         -  HW2029
 HW2029  STATE/COUNTY-  WV/RANDOLPH
 HW2029  USGS QUAD   -  BEVERLY WEST (1995)
 HW2029
 HW2029                         *CURRENT SURVEY CONTROL
 HW2029  ___________________________________________________________________
 HW2029* NAD 83(1986)-  38 51 58.     (N)    079 56 01.     (W)     SCALED    
 HW2029* NAVD 88     -       930.804  (meters)    3053.81   (feet)  ADJUSTED  
 HW2029  ___________________________________________________________________
 HW2029  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HW2029  DYNAMIC HT  -         930.114 (meters)    3051.55  (feet)  COMP
 HW2029  MODELED GRAV-     979,853.4   (mgal)                       NAVD 88
 HW2029
 HW2029  VERT ORDER  -  SECOND    CLASS 0
 HW2029
 HW2029.The horizontal coordinates were scaled from a topographic map and have
 HW2029.an estimated accuracy of +/- 6 seconds.
 HW2029
 HW2029.The orthometric height was determined by differential leveling
 HW2029.and adjusted by the National Geodetic Survey in June 1991..
 HW2029
 HW2029.The geoid height was determined by GEOID03.
 HW2029
 HW2029.The dynamic height is computed by dividing the NAVD 88
 HW2029.geopotential number by the normal gravity value computed on the
 HW2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2029.degrees latitude (g = 980.6199 gals.).
 HW2029
 HW2029.The modeled gravity was interpolated from observed gravity values.
 HW2029
 HW2029;                    North         East    Units  Estimated Accuracy
 HW2029;SPC WV S     -   207,660.      692,550.      MT  (+/- 180 meters Scaled)
 HW2029
 HW2029                          SUPERSEDED SURVEY CONTROL
 HW2029
 HW2029  NGVD 29 (??/??/92)  930.956  (m)         3054.31   (f) ADJ UNCH    2 0
 HW2029
 HW2029.Superseded values are not recommended for survey control.
 HW2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2029.See file dsdata.txt to determine how the superseded data were derived.
 HW2029
 HW2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND925024(NAD 83)
 HW2029_MARKER: DB = BENCH MARK DISK
 HW2029_SETTING: 80 = SET IN A BOULDER
 HW2029_STAMPING: J 281 1962
 HW2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2029+STABILITY: SURFACE MOTION
 HW2029
 HW2029  HISTORY     - Date     Condition        Report By
 HW2029  HISTORY     - 1962     MONUMENTED       CGS
 HW2029  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2029  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2029
 HW2029                          STATION DESCRIPTION
 HW2029
 HW2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2029'3.6 MI SE FROM MABIE.
 HW2029'ABOUT 0.9 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2029'OFFICE AT MABIE, THENCE 2.75 MILES EAST ALONG A GRAVEL ROAD THAT
 HW2029'LEADS TO BEVERLY, AT A SITE KNOWN AS RICH MOUNTAIN BATTLE FIELD,
 HW2029'SET ON TOP OF A LARGE EMBEDDED BOULDER THAT IS 10-BY 15-FOOT LONG,
 HW2029'1 FOOT EAST OF THE WEST EDGE OF THE ROAD, 68 1/2 FEET NORTHEAST
 HW2029'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING WEST OF A COAL
 HW2029'MINE, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4
 HW2029'FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK CAN
 HW2029'ALSO BE REACHED BY GOING 0.05 MILES NORTH ALONG U.S. HIGHWAY 219
 HW2029'AND 250 FROM THE POST OFFICE AT BEVERLY, THENCE 5.2 MILES NORTHWEST
 HW2029'ALONG A GRAVEL ROAD THAT LEADS TO FISHER AND MABIE.
 HW2029
 HW2029                          STATION RECOVERY (1983)
 HW2029
 HW2029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2029'MARK NOT FOUND.
 HW2029
 HW2029                          STATION RECOVERY (1983)
 HW2029
 HW2029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2109 ***********************************************************************
 HW2109  DESIGNATION -  J 282
 HW2109  PID         -  HW2109
 HW2109  STATE/COUNTY-  WV/RANDOLPH
 HW2109  USGS QUAD   -  MILL CREEK (1995)
 HW2109
 HW2109                         *CURRENT SURVEY CONTROL
 HW2109  ___________________________________________________________________
 HW2109* NAD 83(1986)-  38 41 09.     (N)    079 54 07.     (W)     SCALED    
 HW2109* NAVD 88     -      1073.525  (meters)    3522.06   (feet)  ADJUSTED  
 HW2109  ___________________________________________________________________
 HW2109  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HW2109  DYNAMIC HT  -        1072.704 (meters)    3519.36  (feet)  COMP
 HW2109  MODELED GRAV-     979,824.1   (mgal)                       NAVD 88
 HW2109
 HW2109  VERT ORDER  -  SECOND    CLASS 0
 HW2109
 HW2109.The horizontal coordinates were scaled from a topographic map and have
 HW2109.an estimated accuracy of +/- 6 seconds.
 HW2109
 HW2109.The orthometric height was determined by differential leveling
 HW2109.and adjusted by the National Geodetic Survey in June 1991..
 HW2109
 HW2109.The geoid height was determined by GEOID03.
 HW2109
 HW2109.The dynamic height is computed by dividing the NAVD 88
 HW2109.geopotential number by the normal gravity value computed on the
 HW2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2109.degrees latitude (g = 980.6199 gals.).
 HW2109
 HW2109.The modeled gravity was interpolated from observed gravity values.
 HW2109
 HW2109;                    North         East    Units  Estimated Accuracy
 HW2109;SPC WV S     -   187,680.      695,530.      MT  (+/- 180 meters Scaled)
 HW2109
 HW2109                          SUPERSEDED SURVEY CONTROL
 HW2109
 HW2109  NGVD 29 (??/??/92) 1073.662  (m)         3522.51   (f) ADJ UNCH    2 0
 HW2109
 HW2109.Superseded values are not recommended for survey control.
 HW2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2109.See file dsdata.txt to determine how the superseded data were derived.
 HW2109
 HW2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC955824(NAD 83)
 HW2109_MARKER: DB = BENCH MARK DISK
 HW2109_SETTING: 80 = SET IN A BOULDER
 HW2109_STAMPING: J 282 1962
 HW2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2109+STABILITY: SURFACE MOTION
 HW2109
 HW2109  HISTORY     - Date     Condition        Report By
 HW2109  HISTORY     - 1962     MONUMENTED       CGS
 HW2109
 HW2109                          STATION DESCRIPTION
 HW2109
 HW2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2109'13.4 MI N FROM CHEAT BRIDGE.
 HW2109'ABOUT 8.15 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN MARYLAND
 HW2109'RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE,
 HW2109'THENCE ABOUT 4.0 MILES NORTHEAST ALONG MONONGAHELA NATIONAL
 HW2109'FOREST ROAD 49, THENCE 0.5 MILE SOUTHWEST ALONG FOREST SERVICE
 HW2109'ROAD 92, THENCE 0.8 MILE NORTH ALONG A WOODS ROAD, SET ON TOP OF
 HW2109'THE NORTHEAST CORNER OF A ROCK BOULDER THAT IS ABOUT 11-BY 12-FOOT
 HW2109'LONG AND 4-FOOT HIGH AT THE MARK, 16 FEET SOUTHEAST OF THE CENTER
 HW2109'LINE OF THE ROAD, 46 FEET EAST OF A 36-INCH LOCUST TREE, (THE
 HW2109'MARK IS IN A CLEARING PRESENTLY USED AS A GAME FEEDING AREA),
 HW2109'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2936 ***********************************************************************
 JV2936  DESIGNATION -  J 283
 JV2936  PID         -  JV2936
 JV2936  STATE/COUNTY-  WV/BERKELEY
 JV2936  USGS QUAD   -  MARTINSBURG (1979)
 JV2936
 JV2936                         *CURRENT SURVEY CONTROL
 JV2936  ___________________________________________________________________
 JV2936* NAD 83(1986)-  39 24 23.     (N)    077 58 47.     (W)     SCALED    
 JV2936* NAVD 88     -       160.501  (meters)     526.58   (feet)  ADJUSTED  
 JV2936  ___________________________________________________________________
 JV2936  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JV2936  DYNAMIC HT  -         160.404 (meters)     526.26  (feet)  COMP
 JV2936  MODELED GRAV-     980,016.4   (mgal)                       NAVD 88
 JV2936
 JV2936  VERT ORDER  -  SECOND    CLASS 0
 JV2936
 JV2936.This mark is at Eastern West Virginia Regional Shepherd Airport (MRB)
 JV2936
 JV2936.The horizontal coordinates were scaled from a topographic map and have
 JV2936.an estimated accuracy of +/- 6 seconds.
 JV2936
 JV2936.The orthometric height was determined by differential leveling
 JV2936.and adjusted by the National Geodetic Survey in June 1991..
 JV2936
 JV2936.The geoid height was determined by GEOID03.
 JV2936
 JV2936.The dynamic height is computed by dividing the NAVD 88
 JV2936.geopotential number by the normal gravity value computed on the
 JV2936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2936.degrees latitude (g = 980.6199 gals.).
 JV2936
 JV2936.The modeled gravity was interpolated from observed gravity values.
 JV2936
 JV2936;                    North         East    Units  Estimated Accuracy
 JV2936;SPC WV N     -   101,730.      730,930.      MT  (+/- 180 meters Scaled)
 JV2936
 JV2936                          SUPERSEDED SURVEY CONTROL
 JV2936
 JV2936  NGVD 29 (??/??/??)  160.665  (m)          527.12   (f) ADJUSTED    2 0
 JV2936
 JV2936.Superseded values are not recommended for survey control.
 JV2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2936.See file dsdata.txt to determine how the superseded data were derived.
 JV2936
 JV2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ434661(NAD 83)
 JV2936_MARKER: DB = BENCH MARK DISK
 JV2936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV2936_SP_SET: PAVEMENT
 JV2936_STAMPING: J 283 1965
 JV2936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2936
 JV2936  HISTORY     - Date     Condition        Report By
 JV2936  HISTORY     - 1965     MONUMENTED       CGS
 JV2936  HISTORY     - 1983     GOOD             NGS
 JV2936
 JV2936                          STATION DESCRIPTION
 JV2936
 JV2936'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JV2936'0.6 MI SSW FROM GRUBBS CORNER.
 JV2936'THE MARK IS LOCATED AT THE WESTERLY END OF THE AIR NATIONAL
 JV2936'GUARD HANGAR AT THE MARTINSBURG MUNICIPAL AIRPORT.  TO REACH THE
 JV2936'MARK FROM GRUBBS CORNER, GO SOUTH ON THE SW-NE ROAD TO THE AIR
 JV2936'NATIONAL GUARD BASE, CONTINUE ON THIS ROAD UNTIL THE RAMP IS
 JV2936'REACHED.  THE MARK IS NORTH OF THE ROAD AT THE SW CORNER OF THE
 JV2936'MAIN DOOR TO THE HANGAR.  IT IS 1.2 FT W OF THE DOOR, 1.3 FT
 JV2936'N OF WALL, AND 42.3 FT N OF THE N HANGAR.  THE DISC IS SET IN THE
 JV2936'CONCRETE PAVEMENT.
 JV2936
 JV2936                          STATION RECOVERY (1983)
 JV2936
 JV2936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1407 ***********************************************************************
 GX1407  DESIGNATION -  J 284
 GX1407  PID         -  GX1407
 GX1407  STATE/COUNTY-  WV/MERCER
 GX1407  USGS QUAD   -  PRINCETON (1976)
 GX1407
 GX1407                         *CURRENT SURVEY CONTROL
 GX1407  ___________________________________________________________________
 GX1407* NAD 83(1986)-  37 18 11.     (N)    081 06 18.     (W)     SCALED    
 GX1407* NAVD 88     -       646.002  (meters)    2119.42   (feet)  ADJUSTED  
 GX1407  ___________________________________________________________________
 GX1407  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GX1407  DYNAMIC HT  -         645.427 (meters)    2117.54  (feet)  COMP
 GX1407  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 GX1407
 GX1407  VERT ORDER  -  FIRST     CLASS II
 GX1407
 GX1407.The horizontal coordinates were scaled from a topographic map and have
 GX1407.an estimated accuracy of +/- 6 seconds.
 GX1407
 GX1407.The orthometric height was determined by differential leveling
 GX1407.and adjusted by the National Geodetic Survey in June 1991..
 GX1407
 GX1407.The geoid height was determined by GEOID03.
 GX1407
 GX1407.The dynamic height is computed by dividing the NAVD 88
 GX1407.geopotential number by the normal gravity value computed on the
 GX1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1407.degrees latitude (g = 980.6199 gals.).
 GX1407
 GX1407.The modeled gravity was interpolated from observed gravity values.
 GX1407
 GX1407;                    North         East    Units  Estimated Accuracy
 GX1407;SPC WV S     -    33,640.      590,690.      MT  (+/- 180 meters Scaled)
 GX1407
 GX1407                          SUPERSEDED SURVEY CONTROL
 GX1407
 GX1407  NGVD 29 (??/??/92)  646.112  (m)         2119.79   (f) ADJ UNCH    1 2
 GX1407
 GX1407.Superseded values are not recommended for survey control.
 GX1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1407.See file dsdata.txt to determine how the superseded data were derived.
 GX1407
 GX1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB906284(NAD 83)
 GX1407_MARKER: DB = BENCH MARK DISK
 GX1407_SETTING: 66 = SET IN ROCK OUTCROP
 GX1407_SP_SET: ROCK CUT
 GX1407_STAMPING: J 284 1965
 GX1407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1407+STABILITY: POSITION/ELEVATION WELL
 GX1407
 GX1407  HISTORY     - Date     Condition        Report By
 GX1407  HISTORY     - 1965     MONUMENTED       CGS
 GX1407  HISTORY     - 1980     GOOD             LOCSUR
 GX1407  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1407
 GX1407                          STATION DESCRIPTION
 GX1407
 GX1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1407'6.9 MI E FROM BLUEFIELD.
 GX1407'ABOUT 6.9 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1407'FROM THE STATION AT BLUEFIELD, 20 RAILS WEST OF MILEPOST N-356,
 GX1407'SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT THAT IS ABOUT
 GX1407'150 YARDS LONG AND 30 FEET HIGH, 64 FEET WEST OF THE EAST END
 GX1407'OF THE ROCK PORTION OF THE CUT, 9.4 FEET NORTH OF THE NORTH
 GX1407'RAIL OF THE WESTBOUND TRACK, 2 1/2 FEET ABOVE THE GROUND AND
 GX1407'1 FOOT ABOVE THE LEVEL OF TRACK.
 GX1407
 GX1407                          STATION RECOVERY (1980)
 GX1407
 GX1407'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1407'RECOVERED IN GOOD CONDITION.
 GX1407
 GX1407                          STATION RECOVERY (1984)
 GX1407
 GX1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1407'NOT RECOVERED, INACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1934 ***********************************************************************
 HW1934  DESIGNATION -  J 3
 HW1934  PID         -  HW1934
 HW1934  STATE/COUNTY-  WV/POCAHONTAS
 HW1934  USGS QUAD   -  WILDELL (1995)
 HW1934
 HW1934                         *CURRENT SURVEY CONTROL
 HW1934  ___________________________________________________________________
 HW1934* NAD 83(1986)-  38 38 05.     (N)    079 48 13.     (W)     SCALED    
 HW1934* NAVD 88     -       899.276  (meters)    2950.37   (feet)  POSTED    
 HW1934  ___________________________________________________________________
 HW1934  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HW1934  DYNAMIC HT  -         898.560 (meters)    2948.03  (feet)  COMP
 HW1934  MODELED GRAV-     979,799.1   (mgal)                       NAVD 88
 HW1934
 HW1934  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HW1934
 HW1934.The horizontal coordinates were scaled from a topographic map and have
 HW1934.an estimated accuracy of +/- 6 seconds.
 HW1934
 HW1934.The orthometric height was determined by differential leveling
 HW1934.and adjusted by the National Geodetic Survey in 1992..
 HW1934.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HW1934.rate of 2.1 thru 3.0 mm/km.
 HW1934
 HW1934.The geoid height was determined by GEOID03.
 HW1934
 HW1934.The dynamic height is computed by dividing the NAVD 88
 HW1934.geopotential number by the normal gravity value computed on the
 HW1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1934.degrees latitude (g = 980.6199 gals.).
 HW1934
 HW1934.The modeled gravity was interpolated from observed gravity values.
 HW1934
 HW1934;                    North         East    Units  Estimated Accuracy
 HW1934;SPC WV S     -   182,110.      704,160.      MT  (+/- 180 meters Scaled)
 HW1934
 HW1934                          SUPERSEDED SURVEY CONTROL
 HW1934
 HW1934  NGVD 29 (??/??/92)  899.364  (m)         2950.66   (f) ADJ UNCH    1 2
 HW1934
 HW1934.Superseded values are not recommended for survey control.
 HW1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1934.See file dsdata.txt to determine how the superseded data were derived.
 HW1934
 HW1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC041769(NAD 83)
 HW1934_MARKER: DB = BENCH MARK DISK
 HW1934_SETTING: 66 = SET IN ROCK OUTCROP
 HW1934_SP_SET: ROCK CUT
 HW1934_STAMPING: J 3 1934
 HW1934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1934+STABILITY: POSITION/ELEVATION WELL
 HW1934
 HW1934  HISTORY     - Date     Condition        Report By
 HW1934  HISTORY     - 1934     MONUMENTED       CGS
 HW1934  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1934
 HW1934                          STATION DESCRIPTION
 HW1934
 HW1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1934'9.1 MI N FROM DURBIN.
 HW1934'9.1 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1934'UNION STATION AT DURBIN, POCAHONTAS COUNTY, 190 YARDS SOUTH
 HW1934'OF MILEPOST E 38, AT THE SOUTH END OF A ROCK CUT, 4 YARDS EAST
 HW1934'OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN
 HW1934'THE TRACK.  A STANDARD DISK, STAMPED J 3 1934.
 HW1934
 HW1934                          STATION RECOVERY (1983)
 HW1934
 HW1934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1433 ***********************************************************************
 GX1433  DESIGNATION -  J 30
 GX1433  PID         -  GX1433
 GX1433  STATE/COUNTY-  WV/MERCER
 GX1433  USGS QUAD   -  BLUEFIELD (1979)
 GX1433
 GX1433                         *CURRENT SURVEY CONTROL
 GX1433  ___________________________________________________________________
 GX1433* NAD 83(1986)-  37 15 56.     (N)    081 14 08.     (W)     SCALED    
 GX1433* NAVD 88     -       769.902  (meters)    2525.92   (feet)  ADJUSTED  
 GX1433  ___________________________________________________________________
 GX1433  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GX1433  DYNAMIC HT  -         769.209 (meters)    2523.65  (feet)  COMP
 GX1433  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 GX1433
 GX1433  VERT ORDER  -  FIRST     CLASS II
 GX1433
 GX1433.The horizontal coordinates were scaled from a topographic map and have
 GX1433.an estimated accuracy of +/- 6 seconds.
 GX1433
 GX1433.The orthometric height was determined by differential leveling
 GX1433.and adjusted by the National Geodetic Survey in June 1991..
 GX1433
 GX1433.The geoid height was determined by GEOID03.
 GX1433
 GX1433.The dynamic height is computed by dividing the NAVD 88
 GX1433.geopotential number by the normal gravity value computed on the
 GX1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1433.degrees latitude (g = 980.6199 gals.).
 GX1433
 GX1433.The modeled gravity was interpolated from observed gravity values.
 GX1433
 GX1433;                    North         East    Units  Estimated Accuracy
 GX1433;SPC WV S     -    29,500.      579,110.      MT  (+/- 180 meters Scaled)
 GX1433
 GX1433                          SUPERSEDED SURVEY CONTROL
 GX1433
 GX1433  NGVD 29 (??/??/92)  769.989  (m)         2526.21   (f) ADJ UNCH    1 2
 GX1433
 GX1433.Superseded values are not recommended for survey control.
 GX1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1433.See file dsdata.txt to determine how the superseded data were derived.
 GX1433
 GX1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB791243(NAD 83)
 GX1433_MARKER: DB = BENCH MARK DISK
 GX1433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1433_SP_SET: CONCRETE BLOCK
 GX1433_STAMPING: J 30 1934
 GX1433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1433
 GX1433  HISTORY     - Date     Condition        Report By
 GX1433  HISTORY     - 1934     MONUMENTED       CGS
 GX1433  HISTORY     - 1965     GOOD             NGS
 GX1433
 GX1433                          STATION DESCRIPTION
 GX1433
 GX1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1433'AT BLUEFIELD.
 GX1433'AT BLUEFIELD, ABOUT 0.9 MILE WEST ALONG THE NORFOLK AND WESTERN
 GX1433'RAILWAY FROM THE STATION, ABOUT 0.25 MILE EAST OF THE OVERPASS
 GX1433'CROSSING OF U.S. HIGHWAY 52, 23 1/2 FEET NORTHWEST OF MILEPOST
 GX1433'N-364, SET IN THE TOP ALONG THE EAST SIDE OF A CONCRETE BLOCK
 GX1433'(FORMERLY A CATENARY TOWER BASE) WHICH IS ABOUT 8-BY-10 FEET AND
 GX1433'PROJECTS 1 FOOT, 20.6 FEET SOUTH OF THE SOUTH RAIL OF THE
 GX1433'EASTBOUND TRACK, 4 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 GX1433'BLOCK AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0768 ***********************************************************************
 JW0768  DESIGNATION -  J 31
 JW0768  PID         -  JW0768
 JW0768  STATE/COUNTY-  WV/GRANT
 JW0768  USGS QUAD   -  TABLE ROCK (1981)
 JW0768
 JW0768                         *CURRENT SURVEY CONTROL
 JW0768  ___________________________________________________________________
 JW0768* NAD 83(1986)-  39 15 14.     (N)    079 23 52.     (W)     SCALED    
 JW0768* NAVD 88     -       762.423  (meters)    2501.38   (feet)  ADJUSTED  
 JW0768  ___________________________________________________________________
 JW0768  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JW0768  DYNAMIC HT  -         761.877 (meters)    2499.59  (feet)  COMP
 JW0768  MODELED GRAV-     979,885.3   (mgal)                       NAVD 88
 JW0768
 JW0768  VERT ORDER  -  SECOND    CLASS 0
 JW0768
 JW0768.The horizontal coordinates were scaled from a topographic map and have
 JW0768.an estimated accuracy of +/- 6 seconds.
 JW0768
 JW0768.The orthometric height was determined by differential leveling
 JW0768.and adjusted by the National Geodetic Survey in June 1991..
 JW0768
 JW0768.The geoid height was determined by GEOID03.
 JW0768
 JW0768.The dynamic height is computed by dividing the NAVD 88
 JW0768.geopotential number by the normal gravity value computed on the
 JW0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0768.degrees latitude (g = 980.6199 gals.).
 JW0768
 JW0768.The modeled gravity was interpolated from observed gravity values.
 JW0768
 JW0768;                    North         East    Units  Estimated Accuracy
 JW0768;SPC WV N     -    83,700.      608,820.      MT  (+/- 180 meters Scaled)
 JW0768
 JW0768                          SUPERSEDED SURVEY CONTROL
 JW0768
 JW0768  NGVD 29 (??/??/92)  762.540  (m)         2501.77   (f) ADJ UNCH    2 0
 JW0768
 JW0768.Superseded values are not recommended for survey control.
 JW0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0768.See file dsdata.txt to determine how the superseded data were derived.
 JW0768
 JW0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD382461(NAD 83)
 JW0768_MARKER: DB = BENCH MARK DISK
 JW0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0768_STAMPING: J 31 1935
 JW0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0768+STABILITY: SURFACE MOTION
 JW0768
 JW0768  HISTORY     - Date     Condition        Report By
 JW0768  HISTORY     - 1935     MONUMENTED       CGS
 JW0768
 JW0768                          STATION DESCRIPTION
 JW0768
 JW0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0768'AT WILSON.
 JW0768'AT WILSON, GRANT COUNTY, ON THE WESTERN MARYLAND RAILWAY, 85 FEET
 JW0768'NORTH OF THE NORTH END OF THE STATION, AT A ROAD CROSSING, 27
 JW0768'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 30 FEET WEST OF THE
 JW0768'CENTERLINE OF THE MAIN TRACK, 3 FEET SOUTHWEST OF A POLE, AND 2
 JW0768'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 31 1935
 JW0768'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2961 ***********************************************************************
 KY2961  DESIGNATION -  J 312
 KY2961  PID         -  KY2961
 KY2961  STATE/COUNTY-  WV/HANCOCK
 KY2961  USGS QUAD   -  WEIRTON (1994)
 KY2961
 KY2961                         *CURRENT SURVEY CONTROL
 KY2961  ___________________________________________________________________
 KY2961* NAD 83(1986)-  40 29 10.     (N)    080 35 48.     (W)     SCALED    
 KY2961* NAVD 88     -       214.077  (meters)     702.35   (feet)  ADJUSTED  
 KY2961  ___________________________________________________________________
 KY2961  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KY2961  DYNAMIC HT  -         213.967 (meters)     701.99  (feet)  COMP
 KY2961  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 KY2961
 KY2961  VERT ORDER  -  FIRST     CLASS II
 KY2961
 KY2961.The horizontal coordinates were scaled from a topographic map and have
 KY2961.an estimated accuracy of +/- 6 seconds.
 KY2961
 KY2961.The orthometric height was determined by differential leveling
 KY2961.and adjusted by the National Geodetic Survey in June 1991..
 KY2961
 KY2961.The geoid height was determined by GEOID03.
 KY2961
 KY2961.The dynamic height is computed by dividing the NAVD 88
 KY2961.geopotential number by the normal gravity value computed on the
 KY2961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2961.degrees latitude (g = 980.6199 gals.).
 KY2961
 KY2961.The modeled gravity was interpolated from observed gravity values.
 KY2961
 KY2961;                    North         East    Units  Estimated Accuracy
 KY2961;SPC WV N     -   221,070.      507,020.      MT  (+/- 180 meters Scaled)
 KY2961
 KY2961                          SUPERSEDED SURVEY CONTROL
 KY2961
 KY2961.No superseded survey control is available for this station.
 KY2961
 KY2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE341817(NAD 83)
 KY2961_MARKER: I = METAL ROD
 KY2961_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KY2961+WITH SETTING: INFORMATION.
 KY2961_SP_SET: SHALLOW SET METAL ROD
 KY2961_STAMPING: J 312 1983
 KY2961_MARK LOGO: NGS   
 KY2961_PROJECTION: FLUSH
 KY2961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2961_ROD/PIPE-DEPTH: 1.6  meters
 KY2961
 KY2961  HISTORY     - Date     Condition        Report By
 KY2961  HISTORY     - 1983     MONUMENTED       NGS
 KY2961
 KY2961                          STATION DESCRIPTION
 KY2961
 KY2961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2961'1.4 KM (0.85 MI) SE FROM NEW CUMBERLAND.
 KY2961'1.4 KM (0.85 MI) SOUTHEAST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 KY2961'IN NEW CUMBERLAND TO THE MARK ON THE LEFT, IN FRONT OF THE CENTER OF A
 KY2961'SIGN (WELCOME TO NEW CUMBERLAND), 9.94 METERS (32.6 FT) NORTHEAST OF
 KY2961'THE CENTERLINE OF THE HIGHWAY, 1.95 METERS (6.4 FT) SOUTHWEST OF A
 KY2961'WOODEN POLE OF THE SIGN, 1.83 METERS (6.0 FT) SOUTHEAST OF A WOODEN
 KY2961'POLE OF THE SIGN.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD,
 KY2961'DRIVEN TO REFUSAL AND ANCHORED.
 KY2961'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1126 ***********************************************************************
 JW1126  DESIGNATION -  J 313
 JW1126  PID         -  JW1126
 JW1126  STATE/COUNTY-  WV/PRESTON
 JW1126  USGS QUAD   -  KINGWOOD (1976)
 JW1126
 JW1126                         *CURRENT SURVEY CONTROL
 JW1126  ___________________________________________________________________
 JW1126* NAD 83(1986)-  39 27 40.     (N)    079 38 57.     (W)     SCALED    
 JW1126* NAVD 88     -       384.885  (meters)    1262.74   (feet)  ADJUSTED  
 JW1126  ___________________________________________________________________
 JW1126  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JW1126  DYNAMIC HT  -         384.648 (meters)    1261.97  (feet)  COMP
 JW1126  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 JW1126
 JW1126  VERT ORDER  -  FIRST     CLASS II
 JW1126
 JW1126.The horizontal coordinates were scaled from a topographic map and have
 JW1126.an estimated accuracy of +/- 6 seconds.
 JW1126
 JW1126.The orthometric height was determined by differential leveling
 JW1126.and adjusted by the National Geodetic Survey in June 1991..
 JW1126
 JW1126.The geoid height was determined by GEOID03.
 JW1126
 JW1126.The dynamic height is computed by dividing the NAVD 88
 JW1126.geopotential number by the normal gravity value computed on the
 JW1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1126.degrees latitude (g = 980.6199 gals.).
 JW1126
 JW1126.The modeled gravity was interpolated from observed gravity values.
 JW1126
 JW1126;                    North         East    Units  Estimated Accuracy
 JW1126;SPC WV N     -   106,710.      587,160.      MT  (+/- 180 meters Scaled)
 JW1126
 JW1126                          SUPERSEDED SURVEY CONTROL
 JW1126
 JW1126.No superseded survey control is available for this station.
 JW1126
 JW1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD162688(NAD 83)
 JW1126_MARKER: DB = BENCH MARK DISK
 JW1126_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1126_SP_SET: BRIDGE ABUTMENT
 JW1126_STAMPING: J 313 1983
 JW1126_MARK LOGO: NGS   
 JW1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1126
 JW1126  HISTORY     - Date     Condition        Report By
 JW1126  HISTORY     - 1983     MONUMENTED       NGS
 JW1126  HISTORY     - 19951021 GOOD             USPSQD
 JW1126
 JW1126                          STATION DESCRIPTION
 JW1126
 JW1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1126'12.2 KM (7.6 MI) WEST FROM TERRA ALTA.
 JW1126'12.2 KM (7.6 MI) WEST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 JW1126'BRANDONVILLE TURNPIKE (COUNTY ROUTE 3) IN TERRA ALTA TO THE MARK ON
 JW1126'THE LEFT, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF THE
 JW1126'HIGHWAY BRIDGE OVER THE CHEAT RIVER, 0.3 KM (0.2 MI) SOUTHEAST OF THE
 JW1126'JUNCTION OF STATE HIGHWAY 72, ALSO 18.7 KM (11.6 MI) NORTH ALONG STATE
 JW1126'HIGHWAY 72 FROM THE ROWLESBURG ELEMENTARY SCHOOL IN ROWLESBURG, THENCE
 JW1126'0.3 KM (0.2 MI) SOUTHEAST ALONG STATE HIGHWAY 7, 5.18 METERS (17.0 FT)
 JW1126'SOUTHWEST OF THE CENTER OF THE BRIDGE.
 JW1126'THE MARK IS 3.04 M BELOW HIGHWAY.
 JW1126
 JW1126                          STATION RECOVERY (1995)
 JW1126
 JW1126'RECOVERY NOTE BY US POWER SQUADRON 1995
 JW1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1732 ***********************************************************************
 JX1732  DESIGNATION -  J 314
 JX1732  PID         -  JX1732
 JX1732  STATE/COUNTY-  WV/WOOD
 JX1732  USGS QUAD   -  KANAWHA (1989)
 JX1732
 JX1732                         *CURRENT SURVEY CONTROL
 JX1732  ___________________________________________________________________
 JX1732* NAD 83(1986)-  39 14 20.     (N)    081 27 07.     (W)     SCALED    
 JX1732* NAVD 88     -       251.599  (meters)     825.45   (feet)  ADJUSTED  
 JX1732  ___________________________________________________________________
 JX1732  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JX1732  DYNAMIC HT  -         251.444 (meters)     824.95  (feet)  COMP
 JX1732  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 JX1732
 JX1732  VERT ORDER  -  FIRST     CLASS II
 JX1732
 JX1732.The horizontal coordinates were scaled from a topographic map and have
 JX1732.an estimated accuracy of +/- 6 seconds.
 JX1732
 JX1732.The orthometric height was determined by differential leveling
 JX1732.and adjusted by the National Geodetic Survey in June 1991..
 JX1732
 JX1732.The geoid height was determined by GEOID03.
 JX1732
 JX1732.The dynamic height is computed by dividing the NAVD 88
 JX1732.geopotential number by the normal gravity value computed on the
 JX1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1732.degrees latitude (g = 980.6199 gals.).
 JX1732
 JX1732.The modeled gravity was interpolated from observed gravity values.
 JX1732
 JX1732;                    North         East    Units  Estimated Accuracy
 JX1732;SPC WV N     -    83,860.      431,500.      MT  (+/- 180 meters Scaled)
 JX1732
 JX1732                          SUPERSEDED SURVEY CONTROL
 JX1732
 JX1732.No superseded survey control is available for this station.
 JX1732
 JX1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD609433(NAD 83)
 JX1732_MARKER: DB = BENCH MARK DISK
 JX1732_SETTING: 66 = SET IN ROCK OUTCROP
 JX1732_SP_SET: ROCK OUTCROP
 JX1732_STAMPING: J 314 1983
 JX1732_MARK LOGO: NGS   
 JX1732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1732+STABILITY: POSITION/ELEVATION WELL
 JX1732
 JX1732  HISTORY     - Date     Condition        Report By
 JX1732  HISTORY     - 1983     MONUMENTED       NGS
 JX1732
 JX1732                          STATION DESCRIPTION
 JX1732
 JX1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1732'6.1 KM (3.85 MI) EAST FROM PARKERSBURG.
 JX1732'6.1 KM (3.85 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1732'INTERSTATE 77 IN PARKERSBURG TO THE MARK ON THE LEFT, 23.1 METERS
 JX1732'(76.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 JX1732'HIGHWAY.
 JX1732'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 JX1732'THE MARK IS 6.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1796 ***********************************************************************
 JX1796  DESIGNATION -  J 315
 JX1796  PID         -  JX1796
 JX1796  STATE/COUNTY-  WV/MARION
 JX1796  USGS QUAD   -  FAIRMONT EAST (1976)
 JX1796
 JX1796                         *CURRENT SURVEY CONTROL
 JX1796  ___________________________________________________________________
 JX1796* NAD 83(1986)-  39 25 17.     (N)    080 04 54.     (W)     SCALED    
 JX1796* NAVD 88     -       439.193  (meters)    1440.92   (feet)  ADJUSTED  
 JX1796  ___________________________________________________________________
 JX1796  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JX1796  DYNAMIC HT  -         438.915 (meters)    1440.01  (feet)  COMP
 JX1796  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 JX1796
 JX1796  VERT ORDER  -  FIRST     CLASS II
 JX1796
 JX1796.The horizontal coordinates were scaled from a topographic map and have
 JX1796.an estimated accuracy of +/- 6 seconds.
 JX1796
 JX1796.The orthometric height was determined by differential leveling
 JX1796.and adjusted by the National Geodetic Survey in June 1991..
 JX1796
 JX1796.The geoid height was determined by GEOID03.
 JX1796
 JX1796.The dynamic height is computed by dividing the NAVD 88
 JX1796.geopotential number by the normal gravity value computed on the
 JX1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1796.degrees latitude (g = 980.6199 gals.).
 JX1796
 JX1796.The modeled gravity was interpolated from observed gravity values.
 JX1796
 JX1796;                    North         East    Units  Estimated Accuracy
 JX1796;SPC WV N     -   102,450.      549,920.      MT  (+/- 180 meters Scaled)
 JX1796
 JX1796                          SUPERSEDED SURVEY CONTROL
 JX1796
 JX1796.No superseded survey control is available for this station.
 JX1796
 JX1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND790639(NAD 83)
 JX1796_MARKER: I = METAL ROD
 JX1796_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1796_SP_SET: STAINLESS STEEL ROD
 JX1796_STAMPING: J 315 1983
 JX1796_MARK LOGO: NGS   
 JX1796_PROJECTION: FLUSH
 JX1796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1796_ROD/PIPE-DEPTH: 7.3  meters
 JX1796
 JX1796  HISTORY     - Date     Condition        Report By
 JX1796  HISTORY     - 1983     MONUMENTED       NGS
 JX1796
 JX1796                          STATION DESCRIPTION
 JX1796
 JX1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1796'8.0 KM (5.0 MI) SOUTH FROM FAIRMONT.
 JX1796'8.0 KM (5.0 MI) SOUTH ALONG STATE HIGHWAY 310 FROM THE INTERSTATE 79
 JX1796'NORTHEASTBOUND OVERPASS BRIDGE IN FAIRMONT TO THE MARK ON THE RIGHT,
 JX1796'ALSO 14.5 KM (9.0 MI) NORTH ALONG HIGHWAY 310 FROM THE JUNCTION OF
 JX1796'U.S. HIGHWAY 50 IN GRAFTON, AT THE QUIET DELL BAPTIST CHURCH,
 JX1796'6.24 METERS (20.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JX1796'7.60 METERS (25.2 FT) NORTH OF THE NORTH CORNER OF THE CHURCH,
 JX1796'4.70 METERS (15.6 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE ENTRANCE
 JX1796'SIDEWALK OF THE CHURCH.
 JX1796'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1684 ***********************************************************************
 JX1684  DESIGNATION -  J 316
 JX1684  PID         -  JX1684
 JX1684  STATE/COUNTY-  WV/MARSHALL
 JX1684  USGS QUAD   -  POWHATAN POINT (1984)
 JX1684
 JX1684                         *CURRENT SURVEY CONTROL
 JX1684  ___________________________________________________________________
 JX1684* NAD 83(1986)-  39 45 02.     (N)    080 51 06.     (W)     SCALED    
 JX1684* NAVD 88     -       207.930  (meters)     682.18   (feet)  ADJUSTED  
 JX1684  ___________________________________________________________________
 JX1684  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JX1684  DYNAMIC HT  -         207.811 (meters)     681.79  (feet)  COMP
 JX1684  MODELED GRAV-     980,049.8   (mgal)                       NAVD 88
 JX1684
 JX1684  VERT ORDER  -  FIRST     CLASS II
 JX1684
 JX1684.The horizontal coordinates were scaled from a topographic map and have
 JX1684.an estimated accuracy of +/- 6 seconds.
 JX1684
 JX1684.The orthometric height was determined by differential leveling
 JX1684.and adjusted by the National Geodetic Survey in June 1991..
 JX1684
 JX1684.The geoid height was determined by GEOID03.
 JX1684
 JX1684.The dynamic height is computed by dividing the NAVD 88
 JX1684.geopotential number by the normal gravity value computed on the
 JX1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1684.degrees latitude (g = 980.6199 gals.).
 JX1684
 JX1684.The modeled gravity was interpolated from observed gravity values.
 JX1684
 JX1684;                    North         East    Units  Estimated Accuracy
 JX1684;SPC WV N     -   139,710.      484,170.      MT  (+/- 180 meters Scaled)
 JX1684
 JX1684                          SUPERSEDED SURVEY CONTROL
 JX1684
 JX1684.No superseded survey control is available for this station.
 JX1684
 JX1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE127000(NAD 83)
 JX1684_MARKER: I = METAL ROD
 JX1684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1684_SP_SET: STAINLESS STEEL ROD
 JX1684_STAMPING: J 316 1983
 JX1684_MARK LOGO: NGS   
 JX1684_PROJECTION: FLUSH
 JX1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1684_ROD/PIPE-DEPTH: 18.1 meters
 JX1684
 JX1684  HISTORY     - Date     Condition        Report By
 JX1684  HISTORY     - 1983     MONUMENTED       NGS
 JX1684
 JX1684                          STATION DESCRIPTION
 JX1684
 JX1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1684'IN NATRIUM.
 JX1684'IN NATRIUM, ALONG STATE HIGHWAY 2, AT THE LABORATORY OF PPG INDUSTRIES
 JX1684'COMPANY, 7.47 METERS (24.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 JX1684'HIGHWAY, 53.49 METERS (175.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 JX1684'THE LABORATORY, 13.11 METERS (43.0 FT) NORTHWEST OF THE CENTER OF THE
 JX1684'SOUTHEAST ENTRANCE DRIVE, 0.88 METER (2.9 FT) NORTHEAST OF UTILITY
 JX1684'POLE 90231137.
 JX1684'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1107 ***********************************************************************
 JW1107  DESIGNATION -  J 317
 JW1107  PID         -  JW1107
 JW1107  STATE/COUNTY-  WV/PRESTON
 JW1107  USGS QUAD   -  FELLOWSVILLE (1976)
 JW1107
 JW1107                         *CURRENT SURVEY CONTROL
 JW1107  ___________________________________________________________________
 JW1107* NAD 83(1986)-  39 19 48.     (N)    079 50 43.     (W)     SCALED    
 JW1107* NAVD 88     -       409.200  (meters)    1342.52   (feet)  ADJUSTED  
 JW1107  ___________________________________________________________________
 JW1107  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JW1107  DYNAMIC HT  -         408.938 (meters)    1341.66  (feet)  COMP
 JW1107  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 JW1107
 JW1107  VERT ORDER  -  FIRST     CLASS II
 JW1107
 JW1107.The horizontal coordinates were scaled from a topographic map and have
 JW1107.an estimated accuracy of +/- 6 seconds.
 JW1107
 JW1107.The orthometric height was determined by differential leveling
 JW1107.and adjusted by the National Geodetic Survey in June 1991..
 JW1107
 JW1107.The geoid height was determined by GEOID03.
 JW1107
 JW1107.The dynamic height is computed by dividing the NAVD 88
 JW1107.geopotential number by the normal gravity value computed on the
 JW1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1107.degrees latitude (g = 980.6199 gals.).
 JW1107
 JW1107.The modeled gravity was interpolated from observed gravity values.
 JW1107
 JW1107;                    North         East    Units  Estimated Accuracy
 JW1107;SPC WV N     -    92,200.      570,230.      MT  (+/- 180 meters Scaled)
 JW1107
 JW1107                          SUPERSEDED SURVEY CONTROL
 JW1107
 JW1107.No superseded survey control is available for this station.
 JW1107
 JW1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND995540(NAD 83)
 JW1107_MARKER: DB = BENCH MARK DISK
 JW1107_SETTING: 66 = SET IN ROCK OUTCROP
 JW1107_SP_SET: ROCK OUTCROP
 JW1107_STAMPING: J 317 1983
 JW1107_MARK LOGO: NGS   
 JW1107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1107+STABILITY: POSITION/ELEVATION WELL
 JW1107
 JW1107  HISTORY     - Date     Condition        Report By
 JW1107  HISTORY     - 1983     MONUMENTED       NGS
 JW1107
 JW1107                          STATION DESCRIPTION
 JW1107
 JW1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1107'22.7 KM (14.1 MI) SW FROM ROWLESBURG.
 JW1107'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1107'ELEMNTARY SCHOOL IN ROWLESBURG, THENCE 17.9 KM (11.1 MI) WEST ALONG
 JW1107'U.S. HIGHWAY 50 TO THE MARK ON THE RIGHT, IN TOP OF BEDROCK FLUSH WITH
 JW1107'THE GROUND, 23.46 METERS (77.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 JW1107'HIGHWAY, 18.28 METERS (60.0 FT) NORTHEAST OF THE EAST CORNER OF THE
 JW1107'CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 21.64 METERS
 JW1107'(71.0 FT) NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY FOR A HOUSE.
 JW1107'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 JW1107'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1756 ***********************************************************************
 JX1756  DESIGNATION -  J 319
 JX1756  PID         -  JX1756
 JX1756  STATE/COUNTY-  WV/DODDRIDGE
 JX1756  USGS QUAD   -  WEST UNION (1987)
 JX1756
 JX1756                         *CURRENT SURVEY CONTROL
 JX1756  ___________________________________________________________________
 JX1756* NAD 83(1986)-  39 17 09.     (N)    080 48 45.     (W)     SCALED    
 JX1756* NAVD 88     -       251.778  (meters)     826.04   (feet)  ADJUSTED  
 JX1756  ___________________________________________________________________
 JX1756  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JX1756  DYNAMIC HT  -         251.622 (meters)     825.53  (feet)  COMP
 JX1756  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 JX1756
 JX1756  VERT ORDER  -  FIRST     CLASS II
 JX1756
 JX1756.The horizontal coordinates were scaled from a topographic map and have
 JX1756.an estimated accuracy of +/- 6 seconds.
 JX1756
 JX1756.The orthometric height was determined by differential leveling
 JX1756.and adjusted by the National Geodetic Survey in June 1991..
 JX1756
 JX1756.The geoid height was determined by GEOID03.
 JX1756
 JX1756.The dynamic height is computed by dividing the NAVD 88
 JX1756.geopotential number by the normal gravity value computed on the
 JX1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1756.degrees latitude (g = 980.6199 gals.).
 JX1756
 JX1756.The modeled gravity was interpolated from observed gravity values.
 JX1756
 JX1756;                    North         East    Units  Estimated Accuracy
 JX1756;SPC WV N     -    88,070.      486,770.      MT  (+/- 180 meters Scaled)
 JX1756
 JX1756                          SUPERSEDED SURVEY CONTROL
 JX1756
 JX1756.No superseded survey control is available for this station.
 JX1756
 JX1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND161485(NAD 83)
 JX1756_MARKER: DB = BENCH MARK DISK
 JX1756_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1756_SP_SET: ABUTMENT
 JX1756_STAMPING: J 319 1983
 JX1756_MARK LOGO: NGS   
 JX1756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1756+STABILITY: POSITION/ELEVATION WELL
 JX1756
 JX1756  HISTORY     - Date     Condition        Report By
 JX1756  HISTORY     - 1983     MONUMENTED       NGS
 JX1756
 JX1756                          STATION DESCRIPTION
 JX1756
 JX1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1756'4.3 KM (2.7 MI) WEST FROM WEST UNION.
 JX1756'4.3 KM (2.7 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1756'HIGHWAY 18 AT THE SOUTH EDGE OF WEST UNION TO THE MARK ON THE RIGHT,
 JX1756'IN THE SOUTHWEST ABUTMENT OF A BRIDGE OVER ARNOLD CREEK ON THE
 JX1756'EASTBOUND LANE OF THE HIGHWAY, 7.6 METERS (25.0 FT) SOUTH OF THE
 JX1756'CENTERLINE OF THE EASTBOUND LANE OF THE HIGHWAY.
 JX1756'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0716 ***********************************************************************
 JW0716  DESIGNATION -  J 32
 JW0716  PID         -  JW0716
 JW0716  STATE/COUNTY-  WV/GRANT
 JW0716  USGS QUAD   -  GREENLAND GAP (1981)
 JW0716
 JW0716                         *CURRENT SURVEY CONTROL
 JW0716  ___________________________________________________________________
 JW0716* NAD 83(1986)-  39 11 32.     (N)    079 10 17.     (W)     SCALED    
 JW0716* NAVD 88     -       476.829  (meters)    1564.40   (feet)  ADJUSTED  
 JW0716  ___________________________________________________________________
 JW0716  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JW0716  DYNAMIC HT  -         476.510 (meters)    1563.35  (feet)  COMP
 JW0716  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 JW0716
 JW0716  VERT ORDER  -  SECOND    CLASS 0
 JW0716
 JW0716.The horizontal coordinates were scaled from a topographic map and have
 JW0716.an estimated accuracy of +/- 6 seconds.
 JW0716
 JW0716.The orthometric height was determined by differential leveling
 JW0716.and adjusted by the National Geodetic Survey in June 1991..
 JW0716
 JW0716.The geoid height was determined by GEOID03.
 JW0716
 JW0716.The dynamic height is computed by dividing the NAVD 88
 JW0716.geopotential number by the normal gravity value computed on the
 JW0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0716.degrees latitude (g = 980.6199 gals.).
 JW0716
 JW0716.The modeled gravity was interpolated from observed gravity values.
 JW0716
 JW0716;                    North         East    Units  Estimated Accuracy
 JW0716;SPC WV N     -    76,900.      628,390.      MT  (+/- 180 meters Scaled)
 JW0716
 JW0716                          SUPERSEDED SURVEY CONTROL
 JW0716
 JW0716  NGVD 29 (??/??/92)  476.962  (m)         1564.83   (f) ADJ UNCH    2 0
 JW0716
 JW0716.Superseded values are not recommended for survey control.
 JW0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0716.See file dsdata.txt to determine how the superseded data were derived.
 JW0716
 JW0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD579397(NAD 83)
 JW0716_MARKER: DB = BENCH MARK DISK
 JW0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0716_STAMPING: J 32 1935
 JW0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0716+STABILITY: SURFACE MOTION
 JW0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW0716+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 JW0716
 JW0716  HISTORY     - Date     Condition        Report By
 JW0716  HISTORY     - 1935     MONUMENTED       CGS
 JW0716  HISTORY     - 1962     GOOD             NGS
 JW0716  HISTORY     - 20050318 GOOD             JCLS
 JW0716  HISTORY     - 20050318 GOOD             JCLS
 JW0716
 JW0716                          STATION DESCRIPTION
 JW0716
 JW0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0716'8.4 MI SE FROM MOUNT STORM.
 JW0716'ABOUT 8.4 MILES SOUTHEAST ALONG STATE HIGHWAY 42 FROM THE
 JW0716'JUNCTION WITH U.S. HIGHWAY 50 AT MOUNT STORM, GRANT COUNTY, AT
 JW0716'SCHERR, AT THE JUNCTION OF A ROAD LEADING TO NEW CREEK, AT THE
 JW0716'SOUTHWEST CORNER OF A CHURCHYARD, 32.6 FEET SOUTHWEST OF THE
 JW0716'SOUTHWEST CORNER OF THE CHURCH, 26.5 FEET NORTH OF THE CENTER
 JW0716'LINE OF THE HIGHWAY, 4 FEET NORTHEAST OF A FENCE CORNER, 1.5
 JW0716'FEET WEST OF A WHITE WOODEN POST STENCILED U.S.B.M., AND ABOUT
 JW0716'2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 32 1935
 JW0716'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 JW0716'ABOVE GROUND.
 JW0716
 JW0716                          STATION RECOVERY (1962)
 JW0716
 JW0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JW0716'RECOVERED IN GOOD CONDITION.
 JW0716
 JW0716                          STATION RECOVERY (2005)
 JW0716
 JW0716'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 JW0716'RECOVERED IN GOOD CONDITION.
 JW0716
 JW0716                          STATION RECOVERY (2005)
 JW0716
 JW0716'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 JW0716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1779 ***********************************************************************
 JX1779  DESIGNATION -  J 320
 JX1779  PID         -  JX1779
 JX1779  STATE/COUNTY-  WV/TAYLOR
 JX1779  USGS QUAD   -  ROSEMONT (1976)
 JX1779
 JX1779                         *CURRENT SURVEY CONTROL
 JX1779  ___________________________________________________________________
 JX1779* NAD 83(1986)-  39 18 52.     (N)    080 08 01.     (W)     SCALED    
 JX1779* NAVD 88     -       397.982  (meters)    1305.71   (feet)  ADJUSTED  
 JX1779  ___________________________________________________________________
 JX1779  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JX1779  DYNAMIC HT  -         397.730 (meters)    1304.89  (feet)  COMP
 JX1779  MODELED GRAV-     979,981.5   (mgal)                       NAVD 88
 JX1779
 JX1779  VERT ORDER  -  FIRST     CLASS II
 JX1779
 JX1779.The horizontal coordinates were scaled from a topographic map and have
 JX1779.an estimated accuracy of +/- 6 seconds.
 JX1779
 JX1779.The orthometric height was determined by differential leveling
 JX1779.and adjusted by the National Geodetic Survey in June 1991..
 JX1779
 JX1779.The geoid height was determined by GEOID03.
 JX1779
 JX1779.The dynamic height is computed by dividing the NAVD 88
 JX1779.geopotential number by the normal gravity value computed on the
 JX1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1779.degrees latitude (g = 980.6199 gals.).
 JX1779
 JX1779.The modeled gravity was interpolated from observed gravity values.
 JX1779
 JX1779;                    North         East    Units  Estimated Accuracy
 JX1779;SPC WV N     -    90,610.      545,360.      MT  (+/- 180 meters Scaled)
 JX1779
 JX1779                          SUPERSEDED SURVEY CONTROL
 JX1779
 JX1779.No superseded survey control is available for this station.
 JX1779
 JX1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND746520(NAD 83)
 JX1779_MARKER: I = METAL ROD
 JX1779_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JX1779+WITH SETTING: INFORMATION.
 JX1779_SP_SET: SHALLOW SET METAL ROD
 JX1779_STAMPING: J 320 1983
 JX1779_MARK LOGO: NGS   
 JX1779_PROJECTION: FLUSH
 JX1779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1779_ROD/PIPE-DEPTH: 2.4  meters
 JX1779
 JX1779  HISTORY     - Date     Condition        Report By
 JX1779  HISTORY     - 1983     MONUMENTED       NGS
 JX1779
 JX1779                          STATION DESCRIPTION
 JX1779
 JX1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1779'9.8 KM (6.1 MI) WEST FROM GRAFTON.
 JX1779'9.8 KM (6.1 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE BRIDGE OVER TYGART
 JX1779'RIVER IN GRAFTON TO THE MARK ON THE RIGHT, ALSO 11.7 KM (7.35 MI) EAST
 JX1779'ALONG U.S. HIGHWAY 50 FROM THE BRIDGEPORT BANK IN BRIDGEPORT,
 JX1779'20.1 METERS (66.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 JX1779'26.2 METERS (86.0 FT) WEST OF THE CENTER OF A GRAVEL ROAD, 0.30 METER
 JX1779'(1.0 FT) NORTH OF A POWER POLE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO
 JX1779'DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 2.4 METERS.
 JX1779'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1817 ***********************************************************************
 JX1817  DESIGNATION -  J 322
 JX1817  PID         -  JX1817
 JX1817  STATE/COUNTY-  WV/BARBOUR
 JX1817  USGS QUAD   -  PHILIPPI (1977)
 JX1817
 JX1817                         *CURRENT SURVEY CONTROL
 JX1817  ___________________________________________________________________
 JX1817* NAD 83(1986)-  39 10 05.     (N)    080 02 56.     (W)     SCALED    
 JX1817* NAVD 88     -       454.836  (meters)    1492.24   (feet)  ADJUSTED  
 JX1817  ___________________________________________________________________
 JX1817  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JX1817  DYNAMIC HT  -         454.541 (meters)    1491.27  (feet)  COMP
 JX1817  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 JX1817
 JX1817  VERT ORDER  -  FIRST     CLASS II
 JX1817
 JX1817.The horizontal coordinates were scaled from a topographic map and have
 JX1817.an estimated accuracy of +/- 6 seconds.
 JX1817
 JX1817.The orthometric height was determined by differential leveling
 JX1817.and adjusted by the National Geodetic Survey in June 1991..
 JX1817
 JX1817.The geoid height was determined by GEOID03.
 JX1817
 JX1817.The dynamic height is computed by dividing the NAVD 88
 JX1817.geopotential number by the normal gravity value computed on the
 JX1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1817.degrees latitude (g = 980.6199 gals.).
 JX1817
 JX1817.The modeled gravity was interpolated from observed gravity values.
 JX1817
 JX1817;                    North         East    Units  Estimated Accuracy
 JX1817;SPC WV N     -    74,310.      552,570.      MT  (+/- 180 meters Scaled)
 JX1817
 JX1817                          SUPERSEDED SURVEY CONTROL
 JX1817
 JX1817.No superseded survey control is available for this station.
 JX1817
 JX1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND821358(NAD 83)
 JX1817_MARKER: DB = BENCH MARK DISK
 JX1817_SETTING: 66 = SET IN ROCK OUTCROP
 JX1817_SP_SET: ROCK OUTCROP
 JX1817_STAMPING: J 322 1983
 JX1817_MARK LOGO: NGS   
 JX1817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1817+STABILITY: POSITION/ELEVATION WELL
 JX1817
 JX1817  HISTORY     - Date     Condition        Report By
 JX1817  HISTORY     - 1983     MONUMENTED       NGS
 JX1817
 JX1817                          STATION DESCRIPTION
 JX1817
 JX1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1817'2.6 KM (1.6 MI) NORTH FROM PHILIPPI.
 JX1817'2.6 KM (1.6 MI) NORTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JX1817'PHILIPPI TO THE MARK ON THE LEFT, IN THE REAR LAWN OF A WOOD FRAMED
 JX1817'HOUSE, IN A SHARP CURVE, IN TOP OF THE NORTHERLY ONE OF SEVERAL CHUNKS
 JX1817'OF BEDROCK EXPOSED, 37.03 METERS (121.5 FT) SOUTHWEST OF THE
 JX1817'CENTERLINE OF THE HIGHWAY, 18.59 METERS (61.0 FT) SOUTHWEST OF THE
 JX1817'WEST CORNER OF THE HOUSE.
 JX1817'THE MARK IS 2.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1713 ***********************************************************************
 JX1713  DESIGNATION -  J 323
 JX1713  PID         -  JX1713
 JX1713  STATE/COUNTY-  WV/WOOD
 JX1713  USGS QUAD   -  VALLEY MILLS (1994)
 JX1713
 JX1713                         *CURRENT SURVEY CONTROL
 JX1713  ___________________________________________________________________
 JX1713* NAD 83(1986)-  39 20 24.     (N)    081 24 09.     (W)     SCALED    
 JX1713* NAVD 88     -       238.310  (meters)     781.86   (feet)  ADJUSTED  
 JX1713  ___________________________________________________________________
 JX1713  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JX1713  DYNAMIC HT  -         238.164 (meters)     781.38  (feet)  COMP
 JX1713  MODELED GRAV-     980,010.5   (mgal)                       NAVD 88
 JX1713
 JX1713  VERT ORDER  -  FIRST     CLASS II
 JX1713
 JX1713.The horizontal coordinates were scaled from a topographic map and have
 JX1713.an estimated accuracy of +/- 6 seconds.
 JX1713
 JX1713.The orthometric height was determined by differential leveling
 JX1713.and adjusted by the National Geodetic Survey in June 1991..
 JX1713
 JX1713.The geoid height was determined by GEOID03.
 JX1713
 JX1713.The dynamic height is computed by dividing the NAVD 88
 JX1713.geopotential number by the normal gravity value computed on the
 JX1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1713.degrees latitude (g = 980.6199 gals.).
 JX1713
 JX1713.The modeled gravity was interpolated from observed gravity values.
 JX1713
 JX1713;                    North         East    Units  Estimated Accuracy
 JX1713;SPC WV N     -    94,990.      436,010.      MT  (+/- 180 meters Scaled)
 JX1713
 JX1713                          SUPERSEDED SURVEY CONTROL
 JX1713
 JX1713.No superseded survey control is available for this station.
 JX1713
 JX1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD653545(NAD 83)
 JX1713_MARKER: I = METAL ROD
 JX1713_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1713_SP_SET: STAINLESS STEEL ROD
 JX1713_STAMPING: J 323 1983
 JX1713_MARK LOGO: NGS   
 JX1713_PROJECTION: FLUSH
 JX1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1713_ROD/PIPE-DEPTH: 4.2  meters
 JX1713
 JX1713  HISTORY     - Date     Condition        Report By
 JX1713  HISTORY     - 1983     MONUMENTED       NGS
 JX1713
 JX1713                          STATION DESCRIPTION
 JX1713
 JX1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1713'2.2 KM (1.4 MI) SW FROM WAVERLY.
 JX1713'0.1 KM (0.05 MI) SOUTH ALONG WAVERLY STREET FROM THE POST OFFICE IN
 JX1713'WAVERLY, THENCE 2.2 KM (1.35 MI) SOUTHWEST ALONG STATE HIGHWAY 2 TO
 JX1713'THE MARK ON THE LEFT, AT A SIGN (WAVERLY ROADSIDE REST AREA),
 JX1713'8.75 METERS (28.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JX1713'3.84 METERS (12.6 FT) WEST OF A HISTORICAL MARKER FOR DUNMORES CAMP,
 JX1713'0.94 METER (3.1 FT) SOUTH OF THE SOUTH FACE OF THE SIGN FOUNDATION.
 JX1713'THE MARK IS 0.49 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3208 ***********************************************************************
 HW3208  DESIGNATION -  J 324
 HW3208  PID         -  HW3208
 HW3208  STATE/COUNTY-  WV/RANDOLPH
 HW3208  USGS QUAD   -  BEVERLY EAST (1995)
 HW3208
 HW3208                         *CURRENT SURVEY CONTROL
 HW3208  ___________________________________________________________________
 HW3208* NAD 83(1986)-  38 51 03.     (N)    079 52 02.     (W)     SCALED    
 HW3208* NAVD 88     -       603.201  (meters)    1979.00   (feet)  ADJUSTED  
 HW3208  ___________________________________________________________________
 HW3208  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HW3208  DYNAMIC HT  -         602.768 (meters)    1977.58  (feet)  COMP
 HW3208  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 HW3208
 HW3208  VERT ORDER  -  FIRST     CLASS II
 HW3208
 HW3208.The horizontal coordinates were scaled from a topographic map and have
 HW3208.an estimated accuracy of +/- 6 seconds.
 HW3208
 HW3208.The orthometric height was determined by differential leveling
 HW3208.and adjusted by the National Geodetic Survey in June 1991..
 HW3208
 HW3208.The geoid height was determined by GEOID03.
 HW3208
 HW3208.The dynamic height is computed by dividing the NAVD 88
 HW3208.geopotential number by the normal gravity value computed on the
 HW3208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3208.degrees latitude (g = 980.6199 gals.).
 HW3208
 HW3208.The modeled gravity was interpolated from observed gravity values.
 HW3208
 HW3208;                    North         East    Units  Estimated Accuracy
 HW3208;SPC WV S     -   206,030.      698,330.      MT  (+/- 180 meters Scaled)
 HW3208
 HW3208                          SUPERSEDED SURVEY CONTROL
 HW3208
 HW3208.No superseded survey control is available for this station.
 HW3208
 HW3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND982008(NAD 83)
 HW3208_MARKER: DB = BENCH MARK DISK
 HW3208_SETTING: 66 = SET IN ROCK OUTCROP
 HW3208_SP_SET: ROCK OUTCROP
 HW3208_STAMPING: J 324 1983
 HW3208_MARK LOGO: NGS   
 HW3208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3208+STABILITY: POSITION/ELEVATION WELL
 HW3208
 HW3208  HISTORY     - Date     Condition        Report By
 HW3208  HISTORY     - 1983     MONUMENTED       NGS
 HW3208
 HW3208                          STATION DESCRIPTION
 HW3208
 HW3208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3208'1.4 KM (0.85 MI) NORTH FROM BEVERLY.
 HW3208'1.4 KM (0.85 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 HW3208'BEVERLY TO THE NORTHERN END OF A ROCK CUT AND THE MARK ON THE RIGHT,
 HW3208'11.89 METERS (39.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANE
 HW3208'OF THE HIGHWAY, 19.81 METERS (65.0 FT) SOUTHWEST OF THE SOUTHWEST
 HW3208'CORNER OF THE CARPORT OF A SMALL HOUSE.
 HW3208'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 HW3208'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3227 ***********************************************************************
 GX3227  DESIGNATION -  J 325
 GX3227  PID         -  GX3227
 GX3227  STATE/COUNTY-  WV/GREENBRIER
 GX3227  USGS QUAD   -  LEWISBURG (1979)
 GX3227
 GX3227                         *CURRENT SURVEY CONTROL
 GX3227  ___________________________________________________________________
 GX3227* NAD 83(1986)-  37 48 25.     (N)    080 26 12.     (W)     SCALED    
 GX3227* NAVD 88     -       655.546  (meters)    2150.74   (feet)  ADJUSTED  
 GX3227  ___________________________________________________________________
 GX3227  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX3227  DYNAMIC HT  -         654.995 (meters)    2148.93  (feet)  COMP
 GX3227  MODELED GRAV-     979,767.5   (mgal)                       NAVD 88
 GX3227
 GX3227  VERT ORDER  -  FIRST     CLASS II
 GX3227
 GX3227.The horizontal coordinates were scaled from a topographic map and have
 GX3227.an estimated accuracy of +/- 6 seconds.
 GX3227
 GX3227.The orthometric height was determined by differential leveling
 GX3227.and adjusted by the National Geodetic Survey in June 1991..
 GX3227
 GX3227.The geoid height was determined by GEOID03.
 GX3227
 GX3227.The dynamic height is computed by dividing the NAVD 88
 GX3227.geopotential number by the normal gravity value computed on the
 GX3227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3227.degrees latitude (g = 980.6199 gals.).
 GX3227
 GX3227.The modeled gravity was interpolated from observed gravity values.
 GX3227
 GX3227;                    North         East    Units  Estimated Accuracy
 GX3227;SPC WV S     -    89,710.      649,610.      MT  (+/- 180 meters Scaled)
 GX3227
 GX3227                          SUPERSEDED SURVEY CONTROL
 GX3227
 GX3227.No superseded survey control is available for this station.
 GX3227
 GX3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB495845(NAD 83)
 GX3227_MARKER: DB = BENCH MARK DISK
 GX3227_SETTING: 66 = SET IN ROCK OUTCROP
 GX3227_SP_SET: ROCK OUTCROP
 GX3227_STAMPING: J 325 1983
 GX3227_MARK LOGO: NGS   
 GX3227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3227+STABILITY: POSITION/ELEVATION WELL
 GX3227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX3227+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 GX3227
 GX3227  HISTORY     - Date     Condition        Report By
 GX3227  HISTORY     - 1983     MONUMENTED       NGS
 GX3227  HISTORY     - 20051004 GOOD             TEI
 GX3227
 GX3227                          STATION DESCRIPTION
 GX3227
 GX3227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GX3227'1.0 KM (0.65 MI) NORTH FROM LEWISBURG.
 GX3227'1.0 KM (0.65 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 GX3227'U.S. HIGHWAY 60 IN LEWISBURG TO THE MARK ON THE LEFT, SET VERTICALLY
 GX3227'AND ABOUT CENTERED OF A LARGE ROCK CUT, 4.88 METERS (16.0 FT)
 GX3227'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18.99 METERS (62.3 FT)
 GX3227'NORTH OF THE NORTHWEST SUPPORT OF THE LARGE METAL SIGN FOR THE
 GX3227'CHEVROLET DEALER.
 GX3227'THE MARK IS 1.0 M ABOVE HIGHWAY.
 GX3227
 GX3227                          STATION RECOVERY (2005)
 GX3227
 GX3227'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2005 (EMM)
 GX3227'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1219 ***********************************************************************
 JW1219  DESIGNATION -  J 326
 JW1219  PID         -  JW1219
 JW1219  STATE/COUNTY-  WV/MORGAN
 JW1219  USGS QUAD   -  HANCOCK (1971)
 JW1219
 JW1219                         *CURRENT SURVEY CONTROL
 JW1219  ___________________________________________________________________
 JW1219* NAD 83(1986)-  39 38 18.     (N)    078 07 49.     (W)     SCALED    
 JW1219* NAVD 88     -       214.026  (meters)     702.18   (feet)  ADJUSTED  
 JW1219  ___________________________________________________________________
 JW1219  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JW1219  DYNAMIC HT  -         213.901 (meters)     701.77  (feet)  COMP
 JW1219  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 JW1219
 JW1219  VERT ORDER  -  FIRST     CLASS II
 JW1219
 JW1219.The horizontal coordinates were scaled from a topographic map and have
 JW1219.an estimated accuracy of +/- 6 seconds.
 JW1219
 JW1219.The orthometric height was determined by differential leveling
 JW1219.and adjusted by the National Geodetic Survey in June 1991..
 JW1219
 JW1219.The geoid height was determined by GEOID03.
 JW1219
 JW1219.The dynamic height is computed by dividing the NAVD 88
 JW1219.geopotential number by the normal gravity value computed on the
 JW1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1219.degrees latitude (g = 980.6199 gals.).
 JW1219
 JW1219.The modeled gravity was interpolated from observed gravity values.
 JW1219
 JW1219;                    North         East    Units  Estimated Accuracy
 JW1219;SPC WV N     -   127,270.      717,570.      MT  (+/- 180 meters Scaled)
 JW1219
 JW1219                          SUPERSEDED SURVEY CONTROL
 JW1219
 JW1219.No superseded survey control is available for this station.
 JW1219
 JW1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD462915(NAD 83)
 JW1219_MARKER: I = METAL ROD
 JW1219_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1219+WITH SETTING: INFORMATION.
 JW1219_SP_SET: SHALLOW SET METAL ROD
 JW1219_STAMPING: J 326 1983
 JW1219_MARK LOGO: NGS   
 JW1219_PROJECTION: FLUSH
 JW1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1219_ROD/PIPE-DEPTH: 1.8  meters
 JW1219
 JW1219  HISTORY     - Date     Condition        Report By
 JW1219  HISTORY     - 1983     MONUMENTED       NGS
 JW1219
 JW1219                          STATION DESCRIPTION
 JW1219
 JW1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1219'11.3 KM (7.0 MI) EAST FROM BERKELEY SPRINGS.
 JW1219'0.4 KM (0.2 MI) SOUTH ALONG U.S. HIGHWAY 522 FROM THE COURTHOUSE IN
 JW1219'BERKELEY SPRINGS, THENCE 10.9 KM (6.8 MI) EAST ALONG STATE HIGHWAY 9
 JW1219'TO THE MARK ON THE RIGHT, AT THE NORTHWEST CORNER OF A LARGE METAL
 JW1219'WAREHOUSE BUILDING OF AN APPLE ORCHARD, 13.71 METERS (45.0 FT) SOUTH
 JW1219'OF THE CENTERLINE OF THE HIGHWAY, 7.62 METERS (25.0 FT) WEST OF THE
 JW1219'WEST FACE OF THE CONCRETE ENTRANCE PAD OF THE NORTH ENTRANCE DOORS OF
 JW1219'THE BUILDING, 0.76 METER (2.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 JW1219'THE BUILDING.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD,
 JW1219'DRIVEN TO REFUSAL AND ANCHORED.
 JW1219'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4115 ***********************************************************************
 JV4115  DESIGNATION -  J 327
 JV4115  PID         -  JV4115
 JV4115  STATE/COUNTY-  WV/JEFFERSON
 JV4115  USGS QUAD   -  MARTINSBURG (1979)
 JV4115
 JV4115                         *CURRENT SURVEY CONTROL
 JV4115  ___________________________________________________________________
 JV4115* NAD 83(1986)-  39 23 35.     (N)    077 53 30.     (W)     SCALED    
 JV4115* NAVD 88     -       162.015  (meters)     531.54   (feet)  ADJUSTED  
 JV4115  ___________________________________________________________________
 JV4115  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JV4115  DYNAMIC HT  -         161.917 (meters)     531.22  (feet)  COMP
 JV4115  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 JV4115
 JV4115  VERT ORDER  -  FIRST     CLASS II
 JV4115
 JV4115.The horizontal coordinates were scaled from a topographic map and have
 JV4115.an estimated accuracy of +/- 6 seconds.
 JV4115
 JV4115.The orthometric height was determined by differential leveling
 JV4115.and adjusted by the National Geodetic Survey in June 1991..
 JV4115
 JV4115.The geoid height was determined by GEOID03.
 JV4115
 JV4115.The dynamic height is computed by dividing the NAVD 88
 JV4115.geopotential number by the normal gravity value computed on the
 JV4115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4115.degrees latitude (g = 980.6199 gals.).
 JV4115
 JV4115.The modeled gravity was interpolated from observed gravity values.
 JV4115
 JV4115;                    North         East    Units  Estimated Accuracy
 JV4115;SPC WV N     -   100,380.      738,540.      MT  (+/- 180 meters Scaled)
 JV4115
 JV4115                          SUPERSEDED SURVEY CONTROL
 JV4115
 JV4115.No superseded survey control is available for this station.
 JV4115
 JV4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ509643(NAD 83)
 JV4115_MARKER: DB = BENCH MARK DISK
 JV4115_SETTING: 66 = SET IN ROCK OUTCROP
 JV4115_SP_SET: ROCK OUTCROP
 JV4115_STAMPING: J 327 1983
 JV4115_MARK LOGO: NGS   
 JV4115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4115+STABILITY: POSITION/ELEVATION WELL
 JV4115
 JV4115  HISTORY     - Date     Condition        Report By
 JV4115  HISTORY     - 1983     MONUMENTED       NGS
 JV4115
 JV4115                          STATION DESCRIPTION
 JV4115
 JV4115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4115'11.7 KM (7.25 MI) SSE FROM MARTINSBURG.
 JV4115'11.7 KM (7.25 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE
 JV4115'COURTHOUSE IN MARTINSBURG TO THE MARK ON THE LEFT, IN A ROCK OUTCROP,
 JV4115'AT THE WEST CORNER OF A SINGLE STORY LOG CABIN NUMBER 535 HIGHWAY 9,
 JV4115'ALSO 13.0 KM (8.1 MI) NORTH-NORTHWEST ALONG STATE HIGHWAY 9 FROM THE
 JV4115'CITY HALL IN RANKIN, 15.84 METERS (52.0 FT) NORTHEAST OF THE
 JV4115'CENTERLINE OF THE HIGHWAY, 0.91 METER (3.0 FT) WEST OF THE WEST CORNER
 JV4115'OF THE LOG CABIN.
 JV4115'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3211 ***********************************************************************
 GX3211  DESIGNATION -  J 328
 GX3211  PID         -  GX3211
 GX3211  STATE/COUNTY-  WV/SUMMERS
 GX3211  USGS QUAD   -  TALCOTT (1968)
 GX3211
 GX3211                         *CURRENT SURVEY CONTROL
 GX3211  ___________________________________________________________________
 GX3211* NAD 83(1986)-  37 38 50.     (N)    080 46 07.     (W)     SCALED    
 GX3211* NAVD 88     -       517.188  (meters)    1696.81   (feet)  ADJUSTED  
 GX3211  ___________________________________________________________________
 GX3211  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX3211  DYNAMIC HT  -         516.764 (meters)    1695.42  (feet)  COMP
 GX3211  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 GX3211
 GX3211  VERT ORDER  -  FIRST     CLASS II
 GX3211
 GX3211.The horizontal coordinates were scaled from a topographic map and have
 GX3211.an estimated accuracy of +/- 6 seconds.
 GX3211
 GX3211.The orthometric height was determined by differential leveling
 GX3211.and adjusted by the National Geodetic Survey in June 1991..
 GX3211
 GX3211.The geoid height was determined by GEOID03.
 GX3211
 GX3211.The dynamic height is computed by dividing the NAVD 88
 GX3211.geopotential number by the normal gravity value computed on the
 GX3211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3211.degrees latitude (g = 980.6199 gals.).
 GX3211
 GX3211.The modeled gravity was interpolated from observed gravity values.
 GX3211
 GX3211;                    North         East    Units  Estimated Accuracy
 GX3211;SPC WV S     -    71,860.      620,420.      MT  (+/- 180 meters Scaled)
 GX3211
 GX3211                          SUPERSEDED SURVEY CONTROL
 GX3211
 GX3211.No superseded survey control is available for this station.
 GX3211
 GX3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB204667(NAD 83)
 GX3211_MARKER: DB = BENCH MARK DISK
 GX3211_SETTING: 66 = SET IN ROCK OUTCROP
 GX3211_SP_SET: ROCK OUTCROP
 GX3211_STAMPING: J 328 1984
 GX3211_MARK LOGO: NGS   
 GX3211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3211+STABILITY: POSITION/ELEVATION WELL
 GX3211
 GX3211  HISTORY     - Date     Condition        Report By
 GX3211  HISTORY     - 1984     MONUMENTED       NGS
 GX3211
 GX3211                          STATION DESCRIPTION
 GX3211
 GX3211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3211'2.4 KM (1.5 MI) WEST FROM TALCOTT.
 GX3211'0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 GX3211'TALCOTT, THENCE 2.0 KM (1.25 MI) WEST ALONG STATE HIGHWAY 12 TO THE
 GX3211'MARK ON THE RIGHT, AT THE NORTH END OF A ROCK CUT, 0.1 KM (0.05 MI)
 GX3211'WEST OF THE MOST EASTERLY EXTENSION OF THE SMALL FLAT LEDGE.
 GX3211'THE MARK IS 0.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3254 ***********************************************************************
 GX3254  DESIGNATION -  J 329
 GX3254  PID         -  GX3254
 GX3254  STATE/COUNTY-  WV/MERCER
 GX3254  USGS QUAD   -  BLUEFIELD (1979)
 GX3254
 GX3254                         *CURRENT SURVEY CONTROL
 GX3254  ___________________________________________________________________
 GX3254* NAD 83(1986)-  37 15 01.     (N)    081 11 54.     (W)     SCALED    
 GX3254* NAVD 88     -       959.771  (meters)    3148.85   (feet)  ADJUSTED  
 GX3254  ___________________________________________________________________
 GX3254  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GX3254  DYNAMIC HT  -         958.922 (meters)    3146.06  (feet)  COMP
 GX3254  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 GX3254
 GX3254  VERT ORDER  -  FIRST     CLASS II
 GX3254
 GX3254.The horizontal coordinates were scaled from a topographic map and have
 GX3254.an estimated accuracy of +/- 6 seconds.
 GX3254
 GX3254.The orthometric height was determined by differential leveling
 GX3254.and adjusted by the National Geodetic Survey in June 1991..
 GX3254
 GX3254.The geoid height was determined by GEOID03.
 GX3254
 GX3254.The dynamic height is computed by dividing the NAVD 88
 GX3254.geopotential number by the normal gravity value computed on the
 GX3254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3254.degrees latitude (g = 980.6199 gals.).
 GX3254
 GX3254.The modeled gravity was interpolated from observed gravity values.
 GX3254
 GX3254;                    North         East    Units  Estimated Accuracy
 GX3254;SPC WV S     -    27,800.      582,400.      MT  (+/- 180 meters Scaled)
 GX3254
 GX3254                          SUPERSEDED SURVEY CONTROL
 GX3254
 GX3254.No superseded survey control is available for this station.
 GX3254
 GX3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB824226(NAD 83)
 GX3254_MARKER: DB = BENCH MARK DISK
 GX3254_SETTING: 66 = SET IN ROCK OUTCROP
 GX3254_SP_SET: ROCK OUTCROP
 GX3254_STAMPING: J 329 1984
 GX3254_MARK LOGO: NGS   
 GX3254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3254+STABILITY: POSITION/ELEVATION WELL
 GX3254
 GX3254  HISTORY     - Date     Condition        Report By
 GX3254  HISTORY     - 1984     MONUMENTED       NGS
 GX3254
 GX3254                          STATION DESCRIPTION
 GX3254
 GX3254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3254'5.7 KM (3.55 MI) SOUTH FROM BLUEFIELD.
 GX3254'2.3 KM (1.45 MI) SOUTH ALONG BLAND STREET FROM THE POST OFFICE IN
 GX3254'BLUEFIELD, THENCE 0.5 KM (0.3 MI) WEST ALONG WEST CUMBERLAND ROAD,
 GX3254'THENCE 0.5 KM (0.3 MI) SOUTH ALONG WASHINGTON STREET, THENCE 0.4 KM
 GX3254'(0.25 MI) WEST ALONG U.S. HIGHWAY 460, THENCE 2.0 KM (1.25 MI)
 GX3254'SOUTHEAST ALONG STATE HIGHWAY 598 TO THE MARK ON THE RIGHT, SET
 GX3254'VERTICALLY IN A LARGE ROCK OUTCROP, 11.89 METERS (39.0 FT) SOUTH OF
 GX3254'THE CENTERLINE OF THE HIGHWAY, 0.76 METERS (2.5 FT) SOUTH OF THE MOST
 GX3254'NORTHERLY POINT OF THE ROCK.
 GX3254'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0784 ***********************************************************************
 JW0784  DESIGNATION -  J 33
 JW0784  PID         -  JW0784
 JW0784  STATE/COUNTY-  WV/MINERAL
 JW0784  USGS QUAD   -  WESTERNPORT (1981)
 JW0784
 JW0784                         *CURRENT SURVEY CONTROL
 JW0784  ___________________________________________________________________
 JW0784* NAD 83(1986)-  39 28 18.     (N)    079 03 41.     (W)     SCALED    
 JW0784* NAVD 88     -       293.925  (meters)     964.32   (feet)  ADJUSTED  
 JW0784  ___________________________________________________________________
 JW0784  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JW0784  DYNAMIC HT  -         293.724 (meters)     963.66  (feet)  COMP
 JW0784  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 JW0784
 JW0784  VERT ORDER  -  SECOND    CLASS 0
 JW0784
 JW0784.The horizontal coordinates were scaled from a topographic map and have
 JW0784.an estimated accuracy of +/- 6 seconds.
 JW0784
 JW0784.The orthometric height was determined by differential leveling
 JW0784.and adjusted by the National Geodetic Survey in June 1991..
 JW0784
 JW0784.The geoid height was determined by GEOID03.
 JW0784
 JW0784.The dynamic height is computed by dividing the NAVD 88
 JW0784.geopotential number by the normal gravity value computed on the
 JW0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0784.degrees latitude (g = 980.6199 gals.).
 JW0784
 JW0784.The modeled gravity was interpolated from observed gravity values.
 JW0784
 JW0784;                    North         East    Units  Estimated Accuracy
 JW0784;SPC WV N     -   107,960.      637,740.      MT  (+/- 180 meters Scaled)
 JW0784
 JW0784                          SUPERSEDED SURVEY CONTROL
 JW0784
 JW0784  NGVD 29 (??/??/92)  294.091  (m)          964.86   (f) ADJ UNCH    2 0
 JW0784
 JW0784.Superseded values are not recommended for survey control.
 JW0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0784.See file dsdata.txt to determine how the superseded data were derived.
 JW0784
 JW0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD667709(NAD 83)
 JW0784_MARKER: DB = BENCH MARK DISK
 JW0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0784_STAMPING: J 33 1935
 JW0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0784+STABILITY: SURFACE MOTION
 JW0784
 JW0784  HISTORY     - Date     Condition        Report By
 JW0784  HISTORY     - 1935     MONUMENTED       CGS
 JW0784  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0784
 JW0784                          STATION DESCRIPTION
 JW0784
 JW0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0784'AT W VIRGINIA CENTRAL JUNCTION.
 JW0784'AT WEST VIRGINIA CENTRAL JUNCTION, MINERAL COUNTY, 66 FEET
 JW0784'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BALTIMORE AND OHIO
 JW0784'RAILROAD STATION, 93 FEET SOUTHEAST OF THE POST OFFICE AT BERYL,
 JW0784'21 FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRACK, 4 FEET
 JW0784'EAST OF A POLE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 JW0784'DISK, STAMPED J 33 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JW0784
 JW0784                          STATION RECOVERY (1983)
 JW0784
 JW0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0784'NOT RECOVERED, THE LOCATION IS NOW A TIMBER STORAGE YARD FOR WESTVACO
 JW0784'CORP., NO SIGNS OF THE MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2813 ***********************************************************************
 HX2813  DESIGNATION -  J 330
 HX2813  PID         -  HX2813
 HX2813  STATE/COUNTY-  WV/MASON
 HX2813  USGS QUAD   -  NEW HAVEN (1994)
 HX2813
 HX2813                         *CURRENT SURVEY CONTROL
 HX2813  ___________________________________________________________________
 HX2813* NAD 83(1986)-  38 58 29.     (N)    081 56 15.     (W)     SCALED    
 HX2813* NAVD 88     -       178.368  (meters)     585.20   (feet)  ADJUSTED  
 HX2813  ___________________________________________________________________
 HX2813  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 HX2813  DYNAMIC HT  -         178.256 (meters)     584.83  (feet)  COMP
 HX2813  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 HX2813
 HX2813  VERT ORDER  -  FIRST     CLASS II
 HX2813
 HX2813.The horizontal coordinates were scaled from a topographic map and have
 HX2813.an estimated accuracy of +/- 6 seconds.
 HX2813
 HX2813.The orthometric height was determined by differential leveling
 HX2813.and adjusted by the National Geodetic Survey in June 1991..
 HX2813
 HX2813.The geoid height was determined by GEOID03.
 HX2813
 HX2813.The dynamic height is computed by dividing the NAVD 88
 HX2813.geopotential number by the normal gravity value computed on the
 HX2813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2813.degrees latitude (g = 980.6199 gals.).
 HX2813
 HX2813.The modeled gravity was interpolated from observed gravity values.
 HX2813
 HX2813;                    North         East    Units  Estimated Accuracy
 HX2813;SPC WV S     -   219,590.      518,760.      MT  (+/- 180 meters Scaled)
 HX2813
 HX2813                          SUPERSEDED SURVEY CONTROL
 HX2813
 HX2813.No superseded survey control is available for this station.
 HX2813
 HX2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD187143(NAD 83)
 HX2813_MARKER: I = METAL ROD
 HX2813_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HX2813_SP_SET: STAINLESS STEEL ROD
 HX2813_STAMPING: J 330 1984
 HX2813_MARK LOGO: NGS   
 HX2813_PROJECTION: FLUSH
 HX2813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2813_ROD/PIPE-DEPTH: 24.4 meters
 HX2813
 HX2813  HISTORY     - Date     Condition        Report By
 HX2813  HISTORY     - 1984     MONUMENTED       NGS
 HX2813
 HX2813                          STATION DESCRIPTION
 HX2813
 HX2813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2813'3.5 KM (2.2 MI) SE FROM NEW HAVEN.
 HX2813'3.5 KM (2.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE CITY
 HX2813'MUNICIPAL BUILDING IN NEW HAVEN TO THE MARK ON THE LEFT, AT THE
 HX2813'BALTIMORE AND OHIO RAILROAD MILE POST 151, 0.1 KM (0.05 MI) NORTHWEST
 HX2813'OF AN OVERHEAD PIPELINE CROSSING THE HIGHWAY, 24.40 METERS (80.0 FT)
 HX2813'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25.10 METERS (85.0 FT)
 HX2813'SOUTH-SOUTHEAST OF THE SOUTHEAST METAL GATE POST FOR THE ENTRANCE TO A
 HX2813'POWER PLANT, 3.70 METERS (12.0 FT) NORTHEAST OF THE NORTHEAST RAIL OF
 HX2813'THE TRACKS, 0.61 METER (2.0 FT) NORTHEAST OF MILE POST 151.
 HX2813'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 HX2813'THE MARK IS 0.8 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1826 ***********************************************************************
 JX1826  DESIGNATION -  J 331
 JX1826  PID         -  JX1826
 JX1826  STATE/COUNTY-  WV/WOOD
 JX1826  USGS QUAD   -  LUBECK (1994)
 JX1826
 JX1826                         *CURRENT SURVEY CONTROL
 JX1826  ___________________________________________________________________
 JX1826* NAD 83(1986)-  39 09 24.     (N)    081 42 11.     (W)     SCALED    
 JX1826* NAVD 88     -       193.361  (meters)     634.39   (feet)  ADJUSTED  
 JX1826  ___________________________________________________________________
 JX1826  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX1826  DYNAMIC HT  -         193.239 (meters)     633.99  (feet)  COMP
 JX1826  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JX1826
 JX1826  VERT ORDER  -  FIRST     CLASS II
 JX1826
 JX1826.The horizontal coordinates were scaled from a topographic map and have
 JX1826.an estimated accuracy of +/- 6 seconds.
 JX1826
 JX1826.The orthometric height was determined by differential leveling
 JX1826.and adjusted by the National Geodetic Survey in June 1991..
 JX1826
 JX1826.The geoid height was determined by GEOID03.
 JX1826
 JX1826.The dynamic height is computed by dividing the NAVD 88
 JX1826.geopotential number by the normal gravity value computed on the
 JX1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1826.degrees latitude (g = 980.6199 gals.).
 JX1826
 JX1826.The modeled gravity was interpolated from observed gravity values.
 JX1826
 JX1826;                    North         East    Units  Estimated Accuracy
 JX1826;SPC WV N     -    75,240.      409,600.      MT  (+/- 180 meters Scaled)
 JX1826
 JX1826                          SUPERSEDED SURVEY CONTROL
 JX1826
 JX1826.No superseded survey control is available for this station.
 JX1826
 JX1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD392343(NAD 83)
 JX1826_MARKER: I = METAL ROD
 JX1826_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1826_SP_SET: STAINLESS STEEL ROD
 JX1826_STAMPING: J 331 1984
 JX1826_MARK LOGO: NGS   
 JX1826_PROJECTION: FLUSH
 JX1826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1826_ROD/PIPE-DEPTH: 3.7  meters
 JX1826
 JX1826  HISTORY     - Date     Condition        Report By
 JX1826  HISTORY     - 1984     MONUMENTED       NGS
 JX1826
 JX1826                          STATION DESCRIPTION
 JX1826
 JX1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JX1826'3.4 KM (2.15 MI) NE FROM BELLEVILLE.
 JX1826'3.4 KM (2.15 MI) NORTHEAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 JX1826'IN BELLEVILLE TO THE MARK ON THE LEFT, ON THE NORTHEAST SIDE OF THE
 JX1826'GRAVEL ENTRANCE DRIVE OF A HOUSE TRAILER, 16.76 METERS (55.0 FT)
 JX1826'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.43 METERS (37.5 FT)
 JX1826'NORTH OF THE NORTHEAST END OF A 91 CM (36 INCH) CONCRETE CULVERT UNDER
 JX1826'THE GRAVEL DRIVE TO THE TRAILER, 14.02 METERS (46.0 FT) SOUTH OF THE
 JX1826'SOUTH CORNER OF A 3.7 BY 6.1 METER (12 BY 20 FT) CONCRETE BLOCK
 JX1826'BUILDING, 0.61 METER (2.0 FT) SOUTHEAST OF POWER POLE 3000-122.
 JX1826'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1764 ***********************************************************************
 JW1764  DESIGNATION -  J 334
 JW1764  PID         -  JW1764
 JW1764  STATE/COUNTY-  WV/PRESTON
 JW1764  USGS QUAD   -  BRANDONVILLE (1976)
 JW1764
 JW1764                         *CURRENT SURVEY CONTROL
 JW1764  ___________________________________________________________________
 JW1764* NAD 83(1986)-  39 39 45.     (N)    079 36 58.     (W)     SCALED    
 JW1764* NAVD 88     -       553.212  (meters)    1815.00   (feet)  ADJUSTED  
 JW1764  ___________________________________________________________________
 JW1764  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JW1764  DYNAMIC HT  -         552.870 (meters)    1813.87  (feet)  COMP
 JW1764  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 JW1764
 JW1764  VERT ORDER  -  FIRST     CLASS II
 JW1764
 JW1764.The horizontal coordinates were scaled from a topographic map and have
 JW1764.an estimated accuracy of +/- 6 seconds.
 JW1764
 JW1764.The orthometric height was determined by differential leveling
 JW1764.and adjusted by the National Geodetic Survey in April 1995..
 JW1764
 JW1764.The geoid height was determined by GEOID03.
 JW1764
 JW1764.The dynamic height is computed by dividing the NAVD 88
 JW1764.geopotential number by the normal gravity value computed on the
 JW1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1764.degrees latitude (g = 980.6199 gals.).
 JW1764
 JW1764.The modeled gravity was interpolated from observed gravity values.
 JW1764
 JW1764;                    North         East    Units  Estimated Accuracy
 JW1764;SPC WV N     -   129,060.      590,040.      MT  (+/- 180 meters Scaled)
 JW1764
 JW1764                          SUPERSEDED SURVEY CONTROL
 JW1764
 JW1764.No superseded survey control is available for this station.
 JW1764
 JW1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD187912(NAD 83)
 JW1764_MARKER: DV = VERTICAL CONTROL DISK
 JW1764_SETTING: 66 = SET IN ROCK OUTCROP
 JW1764_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1764_STAMPING: J 334 1993
 JW1764_MARK LOGO: NGS   
 JW1764_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1764+STABILITY: POSITION/ELEVATION WELL
 JW1764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1764+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2001
 JW1764
 JW1764  HISTORY     - Date     Condition        Report By
 JW1764  HISTORY     - 1993     MONUMENTED       NGS
 JW1764  HISTORY     - 20011129 GOOD             JCLS
 JW1764
 JW1764                          STATION DESCRIPTION
 JW1764
 JW1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1764'18.3 KM (11.35 MI) WESTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1764'JUNCTION OF STATE HIGHWAY 42 IN FRIENDSVILLE, MARYLAND (EXIT 4), NEAR
 JW1764'THE CENTER OF A 4 BY 8-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 JW1764'352.0 M (1154.9 FT) EAST OF THE CENTER OF A HIGHWAY OVERPASS, 16.0 M
 JW1764'(52.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 JW1764'HIGHWAY, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 1.4 M
 JW1764'(4.6 FT) SOUTH OF A WITNESS POST.
 JW1764
 JW1764                          STATION RECOVERY (2001)
 JW1764
 JW1764'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 JW1764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1788 ***********************************************************************
 JW1788  DESIGNATION -  J 335
 JW1788  PID         -  JW1788
 JW1788  STATE/COUNTY-  WV/MONONGALIA
 JW1788  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1788
 JW1788                         *CURRENT SURVEY CONTROL
 JW1788  ___________________________________________________________________
 JW1788* NAD 83(1986)-  39 39 02.     (N)    079 54 19.     (W)     SCALED    
 JW1788* NAVD 88     -       354.041  (meters)    1161.55   (feet)  ADJUSTED  
 JW1788  ___________________________________________________________________
 JW1788  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JW1788  DYNAMIC HT  -         353.830 (meters)    1160.86  (feet)  COMP
 JW1788  MODELED GRAV-     980,021.0   (mgal)                       NAVD 88
 JW1788
 JW1788  VERT ORDER  -  FIRST     CLASS II
 JW1788
 JW1788.The horizontal coordinates were scaled from a topographic map and have
 JW1788.an estimated accuracy of +/- 6 seconds.
 JW1788
 JW1788.The orthometric height was determined by differential leveling
 JW1788.and adjusted by the National Geodetic Survey in April 1995..
 JW1788
 JW1788.The geoid height was determined by GEOID03.
 JW1788
 JW1788.The dynamic height is computed by dividing the NAVD 88
 JW1788.geopotential number by the normal gravity value computed on the
 JW1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1788.degrees latitude (g = 980.6199 gals.).
 JW1788
 JW1788.The modeled gravity was interpolated from observed gravity values.
 JW1788
 JW1788;                    North         East    Units  Estimated Accuracy
 JW1788;SPC WV N     -   127,810.      565,220.      MT  (+/- 180 meters Scaled)
 JW1788
 JW1788                          SUPERSEDED SURVEY CONTROL
 JW1788
 JW1788.No superseded survey control is available for this station.
 JW1788
 JW1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND939895(NAD 83)
 JW1788_MARKER: DV = VERTICAL CONTROL DISK
 JW1788_SETTING: 66 = SET IN ROCK OUTCROP
 JW1788_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1788_STAMPING: J 335 1993
 JW1788_MARK LOGO: NGS   
 JW1788_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1788+STABILITY: POSITION/ELEVATION WELL
 JW1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1788+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1788
 JW1788  HISTORY     - Date     Condition        Report By
 JW1788  HISTORY     - 1993     MONUMENTED       NGS
 JW1788
 JW1788                          STATION DESCRIPTION
 JW1788
 JW1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1788'1.1 KM (0.70 MI) NORTHWESTERLY ALONG STATE HIGHWAY 857 FROM THE
 JW1788'JUNCTION OF INTERSTATE HIGHWAY 68 IN MORGANTOWN (EXIT 7), IN A 3 BY
 JW1788'25-FOOT ROCK LEDGE IN A HIGHWAY CUT, 15.5 M (50.9 FT) NORTH-NORTHEAST
 JW1788'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.2 M (3.9
 JW1788'FT) EAST-SOUTHEAST OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE
 JW1788'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0262 ***********************************************************************
 GY0262  DESIGNATION -  J 34
 GY0262  PID         -  GY0262
 GY0262  STATE/COUNTY-  WV/MINGO
 GY0262  USGS QUAD   -  DELBARTON (1976)
 GY0262
 GY0262                         *CURRENT SURVEY CONTROL
 GY0262  ___________________________________________________________________
 GY0262* NAD 83(1986)-  37 42 06.     (N)    082 11 06.     (W)     SCALED    
 GY0262* NAVD 88     -       234.454  (meters)     769.20   (feet)  POSTED    
 GY0262  ___________________________________________________________________
 GY0262  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GY0262  DYNAMIC HT  -         234.280 (meters)     768.63  (feet)  COMP
 GY0262  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 GY0262
 GY0262  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GY0262
 GY0262.The horizontal coordinates were scaled from a topographic map and have
 GY0262.an estimated accuracy of +/- 6 seconds.
 GY0262
 GY0262.The orthometric height was determined by differential leveling
 GY0262.and adjusted by the National Geodetic Survey in 1992..
 GY0262.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GY0262.rate greater than 8.0 mm/km.
 GY0262
 GY0262.The geoid height was determined by GEOID03.
 GY0262
 GY0262.The dynamic height is computed by dividing the NAVD 88
 GY0262.geopotential number by the normal gravity value computed on the
 GY0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0262.degrees latitude (g = 980.6199 gals.).
 GY0262
 GY0262.The modeled gravity was interpolated from observed gravity values.
 GY0262
 GY0262;                    North         East    Units  Estimated Accuracy
 GY0262;SPC WV S     -    78,550.      495,510.      MT  (+/- 180 meters Scaled)
 GY0262
 GY0262                          SUPERSEDED SURVEY CONTROL
 GY0262
 GY0262  NGVD 29 (??/??/92)  234.699  (m)          770.01   (f) ADJ UNCH    2 0
 GY0262
 GY0262.Superseded values are not recommended for survey control.
 GY0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0262.See file dsdata.txt to determine how the superseded data were derived.
 GY0262
 GY0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB955733(NAD 83)
 GY0262_MARKER: DB = BENCH MARK DISK
 GY0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0262_STAMPING: J 34 1935
 GY0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0262+STABILITY: SURFACE MOTION
 GY0262
 GY0262  HISTORY     - Date     Condition        Report By
 GY0262  HISTORY     - 1935     MONUMENTED       CGS
 GY0262  HISTORY     - 1957     MARK NOT FOUND   NGS
 GY0262
 GY0262                          STATION DESCRIPTION
 GY0262
 GY0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0262'3.8 MI NW FROM TAYLORSVILLE.
 GY0262'3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION OF
 GY0262'THE RED JACKET ROAD AT TAYLORSVILLE, MINGO COUNTY, 0.1 MILE
 GY0262'NORTH OF BRIDGE 571 OVER PIDGEON CREEK, 33 FEET WEST OF THE
 GY0262'CENTERLINE OF THE HIGHWAY, IN A CLUMP OF APPLE TREES, AND ABOUT
 GY0262'3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J
 GY0262'34 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0464 ***********************************************************************
 JX0464  DESIGNATION -  J 34
 JX0464  PID         -  JX0464
 JX0464  STATE/COUNTY-  WV/TYLER
 JX0464  USGS QUAD   -  PADEN CITY (1994)
 JX0464
 JX0464                         *CURRENT SURVEY CONTROL
 JX0464  ___________________________________________________________________
 JX0464* NAD 83(1986)-  39 34 01.     (N)    080 59 32.     (W)     SCALED    
 JX0464* NAVD 88     -       197.134  (meters)     646.76   (feet)  ADJUSTED  
 JX0464  ___________________________________________________________________
 JX0464  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JX0464  DYNAMIC HT  -         197.019 (meters)     646.39  (feet)  COMP
 JX0464  MODELED GRAV-     980,038.5   (mgal)                       NAVD 88
 JX0464
 JX0464  VERT ORDER  -  FIRST     CLASS II
 JX0464
 JX0464.The horizontal coordinates were scaled from a topographic map and have
 JX0464.an estimated accuracy of +/- 6 seconds.
 JX0464
 JX0464.The orthometric height was determined by differential leveling
 JX0464.and adjusted by the National Geodetic Survey in June 1991..
 JX0464
 JX0464.The geoid height was determined by GEOID03.
 JX0464
 JX0464.The dynamic height is computed by dividing the NAVD 88
 JX0464.geopotential number by the normal gravity value computed on the
 JX0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0464.degrees latitude (g = 980.6199 gals.).
 JX0464
 JX0464.The modeled gravity was interpolated from observed gravity values.
 JX0464
 JX0464;                    North         East    Units  Estimated Accuracy
 JX0464;SPC WV N     -   119,510.      471,790.      MT  (+/- 180 meters Scaled)
 JX0464
 JX0464                          SUPERSEDED SURVEY CONTROL
 JX0464
 JX0464  NGVD 29 (??/??/92)  197.289  (m)          647.27   (f) ADJ UNCH    1 2
 JX0464
 JX0464.Superseded values are not recommended for survey control.
 JX0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0464.See file dsdata.txt to determine how the superseded data were derived.
 JX0464
 JX0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND006796(NAD 83)
 JX0464_MARKER: DB = BENCH MARK DISK
 JX0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0464_SP_SET: WATER TANK CON BASE
 JX0464_STAMPING: J 34 1934
 JX0464_MARK LOGO: CGS   
 JX0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0464
 JX0464  HISTORY     - Date     Condition        Report By
 JX0464  HISTORY     - 1934     MONUMENTED       CGS
 JX0464  HISTORY     - 1957     GOOD             NGS
 JX0464  HISTORY     - 1983     GOOD             NGS
 JX0464
 JX0464                          STATION DESCRIPTION
 JX0464
 JX0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0464'AT SISTERVILLE.
 JX0464'AT SISTERVILLE, ABOUT 160 YARDS NORTHEAST ALONG THE BALTIMORE AND
 JX0464'OHIO RAILROAD FROM THE CROSSING OF STATE HIGHWAY 2, AT CROSSING OF
 JX0464'RAILROAD AND CARTER STREET, 21 FEET NORTHWEST OF NORTHWEST RAIL,
 JX0464'76 FEET SOUTHWEST OF CENTER LINE OF CARTER STREET, IN THE TOP
 JX0464'OF THE SOUTHWEST CORNER OF THE SOUTHEAST CONCRETE BASE OF
 JX0464'ABANDONED WATER TANK AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
 JX0464
 JX0464                          STATION RECOVERY (1983)
 JX0464
 JX0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2251 ***********************************************************************
 GX2251  DESIGNATION -  J 35
 GX2251  PID         -  GX2251
 GX2251  STATE/COUNTY-  WV/LOGAN
 GX2251  USGS QUAD   -  LOGAN (1989)
 GX2251
 GX2251                         *CURRENT SURVEY CONTROL
 GX2251  ___________________________________________________________________
 GX2251* NAD 83(1986)-  37 50 50.     (N)    081 59 40.     (W)     SCALED    
 GX2251* NAVD 88     -       206.211  (meters)     676.54   (feet)  ADJUSTED  
 GX2251  ___________________________________________________________________
 GX2251  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GX2251  DYNAMIC HT  -         206.061 (meters)     676.05  (feet)  COMP
 GX2251  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 GX2251
 GX2251  VERT ORDER  -  SECOND    CLASS 0
 GX2251
 GX2251.The horizontal coordinates were scaled from a topographic map and have
 GX2251.an estimated accuracy of +/- 6 seconds.
 GX2251
 GX2251.The orthometric height was determined by differential leveling
 GX2251.and adjusted by the National Geodetic Survey in June 1991..
 GX2251
 GX2251.The geoid height was determined by GEOID03.
 GX2251
 GX2251.The dynamic height is computed by dividing the NAVD 88
 GX2251.geopotential number by the normal gravity value computed on the
 GX2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2251.degrees latitude (g = 980.6199 gals.).
 GX2251
 GX2251.The modeled gravity was interpolated from observed gravity values.
 GX2251
 GX2251;                    North         East    Units  Estimated Accuracy
 GX2251;SPC WV S     -    94,500.      512,480.      MT  (+/- 180 meters Scaled)
 GX2251
 GX2251                          SUPERSEDED SURVEY CONTROL
 GX2251
 GX2251  NGVD 29 (??/??/92)  206.432  (m)          677.27   (f) ADJ UNCH    2 0
 GX2251
 GX2251.Superseded values are not recommended for survey control.
 GX2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2251.See file dsdata.txt to determine how the superseded data were derived.
 GX2251
 GX2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB125893(NAD 83)
 GX2251_MARKER: DB = BENCH MARK DISK
 GX2251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2251_SP_SET: BRIDGE
 GX2251_STAMPING: J 35 1935
 GX2251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2251
 GX2251  HISTORY     - Date     Condition        Report By
 GX2251  HISTORY     - 1935     MONUMENTED       CGS
 GX2251  HISTORY     - 1957     GOOD             NGS
 GX2251
 GX2251                          STATION DESCRIPTION
 GX2251
 GX2251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2251'AT LOGAN.
 GX2251'AT LOGAN, ABOUT 0.1 MILE SOUTHWEST OF THE CHESAPEAKE AND OHIO
 GX2251'RAILWAY STATION, IN THE TOP OF NORTH END OF EAST CONCRETE ABUTMENT
 GX2251'OF STREET BRIDGE OVER GUYANDOT RIVER, 21 FEET NORTH OF CENTER LINE
 GX2251'OF BRIDGE (FORMERLY STATE HIGHWAY 10), 3 FEET SOUTH OF NORTH
 GX2251'END OF ABUTMENT AND 1 FOOT ABOVE LEVEL OF BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2118 ***********************************************************************
 HX2118  DESIGNATION -  J 37
 HX2118  PID         -  HX2118
 HX2118  STATE/COUNTY-  WV/KANAWHA
 HX2118  USGS QUAD   -  ALUM CREEK (1971)
 HX2118
 HX2118                         *CURRENT SURVEY CONTROL
 HX2118  ___________________________________________________________________
 HX2118* NAD 83(1986)-  38 17 12.     (N)    081 48 18.     (W)     SCALED    
 HX2118* NAVD 88     -       190.047  (meters)     623.51   (feet)  ADJUSTED  
 HX2118  ___________________________________________________________________
 HX2118  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HX2118  DYNAMIC HT  -         189.914 (meters)     623.08  (feet)  COMP
 HX2118  MODELED GRAV-     979,924.4   (mgal)                       NAVD 88
 HX2118
 HX2118  VERT ORDER  -  SECOND    CLASS 0
 HX2118
 HX2118.The horizontal coordinates were scaled from a topographic map and have
 HX2118.an estimated accuracy of +/- 6 seconds.
 HX2118
 HX2118.The orthometric height was determined by differential leveling
 HX2118.and adjusted by the National Geodetic Survey in June 1991..
 HX2118
 HX2118.The geoid height was determined by GEOID03.
 HX2118
 HX2118.The dynamic height is computed by dividing the NAVD 88
 HX2118.geopotential number by the normal gravity value computed on the
 HX2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2118.degrees latitude (g = 980.6199 gals.).
 HX2118
 HX2118.The modeled gravity was interpolated from observed gravity values.
 HX2118
 HX2118;                    North         East    Units  Estimated Accuracy
 HX2118;SPC WV S     -   143,110.      529,580.      MT  (+/- 180 meters Scaled)
 HX2118
 HX2118                          SUPERSEDED SURVEY CONTROL
 HX2118
 HX2118  NGVD 29 (??/??/92)  190.253  (m)          624.19   (f) ADJ UNCH    2 0
 HX2118
 HX2118.Superseded values are not recommended for survey control.
 HX2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2118.See file dsdata.txt to determine how the superseded data were derived.
 HX2118
 HX2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC295379(NAD 83)
 HX2118_MARKER: DB = BENCH MARK DISK
 HX2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2118_STAMPING: J 37 1935
 HX2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2118+STABILITY: SURFACE MOTION
 HX2118
 HX2118  HISTORY     - Date     Condition        Report By
 HX2118  HISTORY     - 1935     MONUMENTED       CGS
 HX2118  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 HX2118  HISTORY     - 20041214 MARK NOT FOUND   INDIV
 HX2118
 HX2118                          STATION DESCRIPTION
 HX2118
 HX2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2118'AT ALUM CREEK.
 HX2118'AT ALUM CREEK, KANAWHA COUNTY, ON THE CHESAPEAKE AND OHIO
 HX2118'RAILWAY, 11 FEET NORTH OF THE STATION, 70 FEET SOUTH OF THE
 HX2118'SOUTHEAST CORNER OF JIMMIES LUNCH ROOM IN 1935, 15 FEET WEST OF
 HX2118'THE WEST RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A
 HX2118'STANDARD DISK, STAMPED J 37 1935 AND SET IN THE TOP OF A CONCRETE
 HX2118'POST.
 HX2118
 HX2118                          STATION RECOVERY (1973)
 HX2118
 HX2118'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2118'MARK NOT FOUND.
 HX2118
 HX2118                          STATION RECOVERY (2004)
 HX2118
 HX2118'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX2118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0473 ***********************************************************************
 HY0473  DESIGNATION -  J 38
 HY0473  PID         -  HY0473
 HY0473  STATE/COUNTY-  WV/CABELL
 HY0473  USGS QUAD   -  MILTON (1989)
 HY0473
 HY0473                         *CURRENT SURVEY CONTROL
 HY0473  ___________________________________________________________________
 HY0473* NAD 83(1986)-  38 25 39.     (N)    082 08 12.     (W)     SCALED    
 HY0473* NAVD 88     -       184.360  (meters)     604.85   (feet)  ADJUSTED  
 HY0473  ___________________________________________________________________
 HY0473  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY0473  DYNAMIC HT  -         184.234 (meters)     604.44  (feet)  COMP
 HY0473  MODELED GRAV-     979,944.7   (mgal)                       NAVD 88
 HY0473
 HY0473  VERT ORDER  -  SECOND    CLASS 0
 HY0473
 HY0473.The horizontal coordinates were scaled from a topographic map and have
 HY0473.an estimated accuracy of +/- 6 seconds.
 HY0473
 HY0473.The orthometric height was determined by differential leveling
 HY0473.and adjusted by the National Geodetic Survey in June 1991..
 HY0473
 HY0473.The geoid height was determined by GEOID03.
 HY0473
 HY0473.The dynamic height is computed by dividing the NAVD 88
 HY0473.geopotential number by the normal gravity value computed on the
 HY0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0473.degrees latitude (g = 980.6199 gals.).
 HY0473
 HY0473.The modeled gravity was interpolated from observed gravity values.
 HY0473
 HY0473;                    North         East    Units  Estimated Accuracy
 HY0473;SPC WV S     -   159,050.      500,760.      MT  (+/- 180 meters Scaled)
 HY0473
 HY0473                          SUPERSEDED SURVEY CONTROL
 HY0473
 HY0473  NGVD 29 (??/??/92)  184.546  (m)          605.46   (f) ADJ UNCH    2 0
 HY0473
 HY0473.Superseded values are not recommended for survey control.
 HY0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0473.See file dsdata.txt to determine how the superseded data were derived.
 HY0473
 HY0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC007538(NAD 83)
 HY0473_MARKER: DB = BENCH MARK DISK
 HY0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0473_SP_SET: CULVERT
 HY0473_STAMPING: J 38 1935
 HY0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY0473+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 HY0473
 HY0473  HISTORY     - Date     Condition        Report By
 HY0473  HISTORY     - 1935     MONUMENTED       CGS
 HY0473  HISTORY     - 20021120 GOOD             INDIV
 HY0473
 HY0473                          STATION DESCRIPTION
 HY0473
 HY0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0473'AT MILTON.
 HY0473'AT MILTON, CABELL COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 HY0473'74 YARDS EAST OF THE EAST END OF THE STATION, ABOUT 34 YARDS
 HY0473'NORTH OF THE NORTH RAIL, AT A CONCRETE CULVERT UNDER A DIRT ROAD,
 HY0473'IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 10 FEET SOUTH
 HY0473'OF THE CENTERLINE OF THE ROAD, AND 4-1/2 FEET NORTHWEST OF A
 HY0473'POLE.  A STANDARD DISK, STAMPED J 38 1935.
 HY0473
 HY0473                          STATION RECOVERY (2002)
 HY0473
 HY0473'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 HY0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2148 ***********************************************************************
 HX2148  DESIGNATION -  J 39
 HX2148  PID         -  HX2148
 HX2148  STATE/COUNTY-  WV/BOONE
 HX2148  USGS QUAD   -  RACINE (1976)
 HX2148
 HX2148                         *CURRENT SURVEY CONTROL
 HX2148  ___________________________________________________________________
 HX2148* NAD 83(1986)-  38 09 58.     (N)    081 42 32.     (W)     SCALED    
 HX2148* NAVD 88     -       201.406  (meters)     660.78   (feet)  ADJUSTED  
 HX2148  ___________________________________________________________________
 HX2148  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HX2148  DYNAMIC HT  -         201.262 (meters)     660.31  (feet)  COMP
 HX2148  MODELED GRAV-     979,909.4   (mgal)                       NAVD 88
 HX2148
 HX2148  VERT ORDER  -  SECOND    CLASS 0
 HX2148
 HX2148.The horizontal coordinates were scaled from a topographic map and have
 HX2148.an estimated accuracy of +/- 6 seconds.
 HX2148
 HX2148.The orthometric height was determined by differential leveling
 HX2148.and adjusted by the National Geodetic Survey in June 1991..
 HX2148
 HX2148.The geoid height was determined by GEOID03.
 HX2148
 HX2148.The dynamic height is computed by dividing the NAVD 88
 HX2148.geopotential number by the normal gravity value computed on the
 HX2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2148.degrees latitude (g = 980.6199 gals.).
 HX2148
 HX2148.The modeled gravity was interpolated from observed gravity values.
 HX2148
 HX2148;                    North         East    Units  Estimated Accuracy
 HX2148;SPC WV S     -   129,660.      537,880.      MT  (+/- 180 meters Scaled)
 HX2148
 HX2148                          SUPERSEDED SURVEY CONTROL
 HX2148
 HX2148  NGVD 29 (??/??/92)  201.612  (m)          661.46   (f) ADJ UNCH    2 0
 HX2148
 HX2148.Superseded values are not recommended for survey control.
 HX2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2148.See file dsdata.txt to determine how the superseded data were derived.
 HX2148
 HX2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC379244(NAD 83)
 HX2148_MARKER: DB = BENCH MARK DISK
 HX2148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2148_SP_SET: BUILDING
 HX2148_STAMPING: J 39 1935
 HX2148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2148
 HX2148  HISTORY     - Date     Condition        Report By
 HX2148  HISTORY     - 1935     MONUMENTED       CGS
 HX2148  HISTORY     - 1958     GOOD             NGS
 HX2148
 HX2148                          STATION DESCRIPTION
 HX2148
 HX2148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2148'0.1 MI SE FROM BRUSHTON.
 HX2148'ABOUT 0.1 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2148'FROM BRIDGE 101 OVER COAL RIVER AT BRUSHTON, SET VERTICALLY IN
 HX2148'THE NORTH FACE OF BRICK MASONRY WALL UNDER THE WEST SHOW WINDOW
 HX2148'OF HUDSON BROTHERS STORE, 58 FEET SOUTH OF THE SOUTH RAIL OF
 HX2148'THE MAIN TRACK, 23 1/2 FEET WEST OF THE NORTHEAST CORNER OF THE
 HX2148'BUILDING, ABOUT 1 FOOT ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0559 ***********************************************************************
 HX0559  DESIGNATION -  J 4
 HX0559  PID         -  HX0559
 HX0559  STATE/COUNTY-  WV/POCAHONTAS
 HX0559  USGS QUAD   -  HILLSBORO (1995)
 HX0559
 HX0559                         *CURRENT SURVEY CONTROL
 HX0559  ___________________________________________________________________
 HX0559* NAD 83(1986)-  38 07 50.     (N)    080 10 37.     (W)     SCALED    
 HX0559* NAVD 88     -       627.104  (meters)    2057.42   (feet)  ADJUSTED  
 HX0559  ___________________________________________________________________
 HX0559  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX0559  DYNAMIC HT  -         626.589 (meters)    2055.73  (feet)  COMP
 HX0559  MODELED GRAV-     979,788.4   (mgal)                       NAVD 88
 HX0559
 HX0559  VERT ORDER  -  FIRST     CLASS II
 HX0559
 HX0559.The horizontal coordinates were scaled from a topographic map and have
 HX0559.an estimated accuracy of +/- 6 seconds.
 HX0559
 HX0559.The orthometric height was determined by differential leveling
 HX0559.and adjusted by the National Geodetic Survey in June 1991..
 HX0559
 HX0559.The geoid height was determined by GEOID03.
 HX0559
 HX0559.The dynamic height is computed by dividing the NAVD 88
 HX0559.geopotential number by the normal gravity value computed on the
 HX0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0559.degrees latitude (g = 980.6199 gals.).
 HX0559
 HX0559.The modeled gravity was interpolated from observed gravity values.
 HX0559
 HX0559;                    North         East    Units  Estimated Accuracy
 HX0559;SPC WV S     -   125,800.      672,160.      MT  (+/- 180 meters Scaled)
 HX0559
 HX0559                          SUPERSEDED SURVEY CONTROL
 HX0559
 HX0559  NGVD 29 (??/??/92)  627.191  (m)         2057.71   (f) ADJ UNCH    1 2
 HX0559
 HX0559.Superseded values are not recommended for survey control.
 HX0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0559.See file dsdata.txt to determine how the superseded data were derived.
 HX0559
 HX0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC721206(NAD 83)
 HX0559_MARKER: DB = BENCH MARK DISK
 HX0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0559_SP_SET: ABUTMENT
 HX0559_STAMPING: J 4 1933
 HX0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0559
 HX0559  HISTORY     - Date     Condition        Report By
 HX0559  HISTORY     - 1933     MONUMENTED       CGS
 HX0559  HISTORY     - 1962     GOOD             NGS
 HX0559  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0559
 HX0559                          STATION DESCRIPTION
 HX0559
 HX0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0559'AT SEEBERT.
 HX0559'AT SEEBERT, SET ON TOP OF THE SOUTH ABUTMENT (BRIDGE SEAT) OF A
 HX0559'RAILROAD BRIDGE 458 OVER THE GREENBRIER RIVER, 2 FEET WEST OF THE
 HX0559'EAST END OF THE STONE ABUTMENT, 19 1/2 FEET EAST OF THE EAST
 HX0559'RAIL OF THE MAIN TRACK, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 HX0559'TRACK.
 HX0559
 HX0559                          STATION RECOVERY (1973)
 HX0559
 HX0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2346 ***********************************************************************
 GX2346  DESIGNATION -  J 40
 GX2346  PID         -  GX2346
 GX2346  STATE/COUNTY-  WV/RALEIGH
 GX2346  USGS QUAD   -  WHITESVILLE (1988)
 GX2346
 GX2346                         *CURRENT SURVEY CONTROL
 GX2346  ___________________________________________________________________
 GX2346* NAD 83(1986)-  37 54 48.     (N)    081 32 06.     (W)     SCALED    
 GX2346* NAVD 88     -       282.218  (meters)     925.91   (feet)  ADJUSTED  
 GX2346  ___________________________________________________________________
 GX2346  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GX2346  DYNAMIC HT  -         282.006 (meters)     925.21  (feet)  COMP
 GX2346  MODELED GRAV-     979,872.2   (mgal)                       NAVD 88
 GX2346
 GX2346  VERT ORDER  -  SECOND    CLASS 0
 GX2346
 GX2346.The horizontal coordinates were scaled from a topographic map and have
 GX2346.an estimated accuracy of +/- 6 seconds.
 GX2346
 GX2346.The orthometric height was determined by differential leveling
 GX2346.and adjusted by the National Geodetic Survey in June 1991..
 GX2346
 GX2346.The geoid height was determined by GEOID03.
 GX2346
 GX2346.The dynamic height is computed by dividing the NAVD 88
 GX2346.geopotential number by the normal gravity value computed on the
 GX2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2346.degrees latitude (g = 980.6199 gals.).
 GX2346
 GX2346.The modeled gravity was interpolated from observed gravity values.
 GX2346
 GX2346;                    North         East    Units  Estimated Accuracy
 GX2346;SPC WV S     -   101,510.      552,960.      MT  (+/- 180 meters Scaled)
 GX2346
 GX2346                          SUPERSEDED SURVEY CONTROL
 GX2346
 GX2346  NGVD 29 (??/??/92)  282.418  (m)          926.57   (f) ADJ UNCH    2 0
 GX2346
 GX2346.Superseded values are not recommended for survey control.
 GX2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2346.See file dsdata.txt to determine how the superseded data were derived.
 GX2346
 GX2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB529963(NAD 83)
 GX2346_MARKER: DB = BENCH MARK DISK
 GX2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2346_STAMPING: J 40 1935
 GX2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2346+STABILITY: SURFACE MOTION
 GX2346
 GX2346  HISTORY     - Date     Condition        Report By
 GX2346  HISTORY     - 1935     MONUMENTED       CGS
 GX2346  HISTORY     - 1967     MARK NOT FOUND   USGS
 GX2346  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 GX2346
 GX2346                          STATION DESCRIPTION
 GX2346
 GX2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2346'AT MONTCOAL.
 GX2346'AT MONTCOAL, ON THE CHESAPEAKE AND OHIO RAILWAY, 20 YARDS SOUTH
 GX2346'OF THE SOUTHEAST CORNER OF THE YOUNG MENS CHRISTIAN ASSOCIATION
 GX2346'BUILDING, 75 YARDS EAST OF THE EAST RAIL, AND 24 FEET NORTH OF
 GX2346'THE CENTERLINE OF A DIRT ROAD.  A STANDARD DISK, STAMPED J 40
 GX2346'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GX2346
 GX2346                          STATION RECOVERY (1967)
 GX2346
 GX2346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GX2346'MARK NOT FOUND.
 GX2346
 GX2346                          STATION RECOVERY (1973)
 GX2346
 GX2346'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1085 ***********************************************************************
 GX1085  DESIGNATION -  J 41
 GX1085  PID         -  GX1085
 GX1085  STATE/COUNTY-  WV/RALEIGH
 GX1085  USGS QUAD   -  BECKLEY (1989)
 GX1085
 GX1085                         *CURRENT SURVEY CONTROL
 GX1085  ___________________________________________________________________
 GX1085* NAD 83(1986)-  37 46 35.     (N)    081 11 10.     (W)     SCALED    
 GX1085* NAVD 88     -       739.027  (meters)    2424.62   (feet)  ADJUSTED  
 GX1085  ___________________________________________________________________
 GX1085  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1085  DYNAMIC HT  -         738.413 (meters)    2422.61  (feet)  COMP
 GX1085  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 GX1085
 GX1085  VERT ORDER  -  SECOND    CLASS 0
 GX1085
 GX1085.The horizontal coordinates were scaled from a topographic map and have
 GX1085.an estimated accuracy of +/- 6 seconds.
 GX1085
 GX1085.The orthometric height was determined by differential leveling
 GX1085.and adjusted by the National Geodetic Survey in June 1991..
 GX1085
 GX1085.The geoid height was determined by GEOID03.
 GX1085
 GX1085.The dynamic height is computed by dividing the NAVD 88
 GX1085.geopotential number by the normal gravity value computed on the
 GX1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1085.degrees latitude (g = 980.6199 gals.).
 GX1085
 GX1085.The modeled gravity was interpolated from observed gravity values.
 GX1085
 GX1085;                    North         East    Units  Estimated Accuracy
 GX1085;SPC WV S     -    86,190.      583,610.      MT  (+/- 180 meters Scaled)
 GX1085
 GX1085                          SUPERSEDED SURVEY CONTROL
 GX1085
 GX1085  NGVD 29 (??/??/92)  739.185  (m)         2425.14   (f) ADJ UNCH    2 0
 GX1085
 GX1085.Superseded values are not recommended for survey control.
 GX1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1085.See file dsdata.txt to determine how the superseded data were derived.
 GX1085
 GX1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB836810(NAD 83)
 GX1085_MARKER: DB = BENCH MARK DISK
 GX1085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1085_SP_SET: BUILDING
 GX1085_STAMPING: J 41 1935
 GX1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1085
 GX1085  HISTORY     - Date     Condition        Report By
 GX1085  HISTORY     - 1935     MONUMENTED       CGS
 GX1085  HISTORY     - 1960     GOOD             NGS
 GX1085
 GX1085                          STATION DESCRIPTION
 GX1085
 GX1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1085'AT BECKLEY.
 GX1085'AT BECKLEY, 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 3 (SOUTH
 GX1085'KANAHWA STREET) FROM THE COURTHOUSE, 39 YARDS SOUTH OF THE JUNCTION
 GX1085'OF SOUTH KANAHWA STREET AND VALE STREET LEADING NORTH AND DOWNHILL
 GX1085'AND SCHOOL STREET LEADING SOUTH AND UPHILL, 108 1/2 FEET SOUTH
 GX1085'OF THE SOUTH CURB OF SOUTH KANAHWA STREET, SET VERTICALLY IN
 GX1085'THE NORTH FACE OF THREE-STORY STONE BUILDING HOUSING BECKLEY
 GX1085'PUBLIC SCHOOL, 4 FEET WEST OF THE NORTHEAST CORNER, AND 1 FOOT
 GX1085'ABOVE THE LEVEL OF CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2183 ***********************************************************************
 GX2183  DESIGNATION -  J 42
 GX2183  PID         -  GX2183
 GX2183  STATE/COUNTY-  WV/WYOMING
 GX2183  USGS QUAD   -  PINEVILLE (1976)
 GX2183
 GX2183                         *CURRENT SURVEY CONTROL
 GX2183  ___________________________________________________________________
 GX2183* NAD 83(1986)-  37 34 37.     (N)    081 32 18.     (W)     SCALED    
 GX2183* NAVD 88     -       399.384  (meters)    1310.31   (feet)  ADJUSTED  
 GX2183  ___________________________________________________________________
 GX2183  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX2183  DYNAMIC HT  -         399.065 (meters)    1309.27  (feet)  COMP
 GX2183  MODELED GRAV-     979,820.8   (mgal)                       NAVD 88
 GX2183
 GX2183  VERT ORDER  -  SECOND    CLASS 0
 GX2183
 GX2183.The horizontal coordinates were scaled from a topographic map and have
 GX2183.an estimated accuracy of +/- 6 seconds.
 GX2183
 GX2183.The orthometric height was determined by differential leveling
 GX2183.and adjusted by the National Geodetic Survey in June 1991..
 GX2183
 GX2183.The geoid height was determined by GEOID03.
 GX2183
 GX2183.The dynamic height is computed by dividing the NAVD 88
 GX2183.geopotential number by the normal gravity value computed on the
 GX2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2183.degrees latitude (g = 980.6199 gals.).
 GX2183
 GX2183.The modeled gravity was interpolated from observed gravity values.
 GX2183
 GX2183;                    North         East    Units  Estimated Accuracy
 GX2183;SPC WV S     -    64,170.      552,450.      MT  (+/- 180 meters Scaled)
 GX2183
 GX2183                          SUPERSEDED SURVEY CONTROL
 GX2183
 GX2183  NGVD 29 (??/??/92)  399.555  (m)         1310.87   (f) ADJ UNCH    2 0
 GX2183
 GX2183.Superseded values are not recommended for survey control.
 GX2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2183.See file dsdata.txt to determine how the superseded data were derived.
 GX2183
 GX2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB524590(NAD 83)
 GX2183_MARKER: DB = BENCH MARK DISK
 GX2183_SETTING: 66 = SET IN ROCK OUTCROP
 GX2183_SP_SET: ROCK CUT
 GX2183_STAMPING: J 42 1935
 GX2183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2183+STABILITY: POSITION/ELEVATION WELL
 GX2183
 GX2183  HISTORY     - Date     Condition        Report By
 GX2183  HISTORY     - 1935     MONUMENTED       CGS
 GX2183  HISTORY     - 1958     GOOD             NGS
 GX2183
 GX2183                          STATION DESCRIPTION
 GX2183
 GX2183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2183'0.4 MI S FROM PINEVILLE.
 GX2183'ABOUT 0.4 MILE SOUTH ALONG THE VIRGINIAN RAILWAY FROM THE
 GX2183'STATION AT PINEVILLE, 32 FEET SOUTHWEST OF AND ACROSS THE TRACK
 GX2183'FROM MILE POST 12, SET VERTICALLY IN THE EAST FACE OF A LONG
 GX2183'ROCK CUT, 15 FEET WEST OF THE WEST RAIL, 1 FOOT ABOVE THE GROUND,
 GX2183'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2179 ***********************************************************************
 GX2179  DESIGNATION -  J 44
 GX2179  PID         -  GX2179
 GX2179  STATE/COUNTY-  WV/WYOMING
 GX2179  USGS QUAD   -  PINEVILLE (1976)
 GX2179
 GX2179                         *CURRENT SURVEY CONTROL
 GX2179  ___________________________________________________________________
 GX2179* NAD 83(1986)-  37 33 01.     (N)    081 34 18.     (W)     SCALED    
 GX2179* NAVD 88     -       439.905  (meters)    1443.26   (feet)  ADJUSTED  
 GX2179  ___________________________________________________________________
 GX2179  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX2179  DYNAMIC HT  -         439.554 (meters)    1442.10  (feet)  COMP
 GX2179  MODELED GRAV-     979,819.1   (mgal)                       NAVD 88
 GX2179
 GX2179  VERT ORDER  -  SECOND    CLASS 0
 GX2179
 GX2179.The horizontal coordinates were scaled from a topographic map and have
 GX2179.an estimated accuracy of +/- 6 seconds.
 GX2179
 GX2179.The orthometric height was determined by differential leveling
 GX2179.and adjusted by the National Geodetic Survey in June 1991..
 GX2179
 GX2179.The geoid height was determined by GEOID03.
 GX2179
 GX2179.The dynamic height is computed by dividing the NAVD 88
 GX2179.geopotential number by the normal gravity value computed on the
 GX2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2179.degrees latitude (g = 980.6199 gals.).
 GX2179
 GX2179.The modeled gravity was interpolated from observed gravity values.
 GX2179
 GX2179;                    North         East    Units  Estimated Accuracy
 GX2179;SPC WV S     -    61,230.      549,490.      MT  (+/- 180 meters Scaled)
 GX2179
 GX2179                          SUPERSEDED SURVEY CONTROL
 GX2179
 GX2179  NGVD 29 (??/??/92)  440.072  (m)         1443.80   (f) ADJ UNCH    2 0
 GX2179
 GX2179.Superseded values are not recommended for survey control.
 GX2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2179.See file dsdata.txt to determine how the superseded data were derived.
 GX2179
 GX2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB495560(NAD 83)
 GX2179_MARKER: DB = BENCH MARK DISK
 GX2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2179_STAMPING: J 44 1935
 GX2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2179+STABILITY: SURFACE MOTION
 GX2179
 GX2179  HISTORY     - Date     Condition        Report By
 GX2179  HISTORY     - 1935     MONUMENTED       CGS
 GX2179  HISTORY     - 1958     MARK NOT FOUND   NGS
 GX2179  HISTORY     - 1963     GOOD             AEROS
 GX2179
 GX2179                          STATION DESCRIPTION
 GX2179
 GX2179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2179'4.8 MI S FROM PINEVILLE.
 GX2179'ON OLD STATE HIGHWAY 12, 1.6 MILES NORTH OF THE J.K. BEVERLY STORE
 GX2179'IN 1935, 40 YARDS EAST OF THE CAL MORGAN RESIDENCE, 15 YARDS SOUTH
 GX2179'OF A STONE-BOX CULVERT, 10 YARDS SOUTHEAST OF THE CENTERLINE OF
 GX2179'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 GX2179'DISK, STAMPED J 44 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GX2179'NOTE-- NEW HIGHWAY CONSTRUCTION IN THIS LOCALITY, OLD REFERENCE
 GX2179'POINTS INADEQUATE.
 GX2179
 GX2179                          STATION RECOVERY (1963)
 GX2179
 GX2179'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2215 ***********************************************************************
 GX2215  DESIGNATION -  J 45
 GX2215  PID         -  GX2215
 GX2215  STATE/COUNTY-  WV/LOGAN
 GX2215  USGS QUAD   -  MAN (1976)
 GX2215
 GX2215                         *CURRENT SURVEY CONTROL
 GX2215  ___________________________________________________________________
 GX2215* NAD 83(1986)-  37 44 35.     (N)    081 52 31.     (W)     SCALED    
 GX2215* NAVD 88     -       228.670  (meters)     750.23   (feet)  ADJUSTED  
 GX2215  ___________________________________________________________________
 GX2215  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GX2215  DYNAMIC HT  -         228.499 (meters)     749.67  (feet)  COMP
 GX2215  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 GX2215
 GX2215  VERT ORDER  -  SECOND    CLASS 0
 GX2215
 GX2215.The horizontal coordinates were scaled from a topographic map and have
 GX2215.an estimated accuracy of +/- 6 seconds.
 GX2215
 GX2215.The orthometric height was determined by differential leveling
 GX2215.and adjusted by the National Geodetic Survey in June 1991..
 GX2215
 GX2215.The geoid height was determined by GEOID03.
 GX2215
 GX2215.The dynamic height is computed by dividing the NAVD 88
 GX2215.geopotential number by the normal gravity value computed on the
 GX2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2215.degrees latitude (g = 980.6199 gals.).
 GX2215
 GX2215.The modeled gravity was interpolated from observed gravity values.
 GX2215
 GX2215;                    North         East    Units  Estimated Accuracy
 GX2215;SPC WV S     -    82,840.      522,860.      MT  (+/- 180 meters Scaled)
 GX2215
 GX2215                          SUPERSEDED SURVEY CONTROL
 GX2215
 GX2215  NGVD 29 (??/??/92)  228.88   (m)          750.9    (f) COMPUTED    2 0
 GX2215
 GX2215.Superseded values are not recommended for survey control.
 GX2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2215.See file dsdata.txt to determine how the superseded data were derived.
 GX2215
 GX2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB228776(NAD 83)
 GX2215_MARKER: DB = BENCH MARK DISK
 GX2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2215_STAMPING: J 45 1935
 GX2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2215+STABILITY: SURFACE MOTION
 GX2215
 GX2215  HISTORY     - Date     Condition        Report By
 GX2215  HISTORY     - 1935     MONUMENTED       CGS
 GX2215  HISTORY     - 1957     MARK NOT FOUND   NGS
 GX2215
 GX2215                          STATION DESCRIPTION
 GX2215
 GX2215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2215'AT MAN.
 GX2215'AT MAN, ON STATE HIGHWAY 10, AT THE NORTHWEST EDGE OF TOWN, AT
 GX2215'A SHARP CURVE IN THE HIGHWAY, 48 FEET NORTHWEST OF THE NORTHWEST
 GX2215'CORNER OF THE LEWIS FURNITURE CO. BUILDING, 30 FEET NORTH OF
 GX2215'THE CENTERLINE OF THE HIGHWAY, AT THE BASE OF A ROCK CLIFF, AND
 GX2215'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GX2215'J 45 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0039 ***********************************************************************
 GY0039  DESIGNATION -  J 46
 GY0039  PID         -  GY0039
 GY0039  STATE/COUNTY-  WV/MINGO
 GY0039  USGS QUAD   -  KERMIT (1992)
 GY0039
 GY0039                         *CURRENT SURVEY CONTROL
 GY0039  ___________________________________________________________________
 GY0039* NAD 83(1986)-  37 50 38.     (N)    082 24 32.     (W)     SCALED    
 GY0039* NAVD 88     -       190.329  (meters)     624.44   (feet)  ADJUSTED  
 GY0039  ___________________________________________________________________
 GY0039  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GY0039  DYNAMIC HT  -         190.189 (meters)     623.98  (feet)  COMP
 GY0039  MODELED GRAV-     979,891.0   (mgal)                       NAVD 88
 GY0039
 GY0039  VERT ORDER  -  SECOND    CLASS 0
 GY0039
 GY0039.The horizontal coordinates were scaled from a topographic map and have
 GY0039.an estimated accuracy of +/- 6 seconds.
 GY0039
 GY0039.The orthometric height was determined by differential leveling
 GY0039.and adjusted by the National Geodetic Survey in June 1991..
 GY0039.WARNING-Repeat measurements at this control monument indicate possible
 GY0039.vertical movement.
 GY0039
 GY0039.The geoid height was determined by GEOID03.
 GY0039
 GY0039.The dynamic height is computed by dividing the NAVD 88
 GY0039.geopotential number by the normal gravity value computed on the
 GY0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0039.degrees latitude (g = 980.6199 gals.).
 GY0039
 GY0039.The modeled gravity was interpolated from observed gravity values.
 GY0039
 GY0039;                    North         East    Units  Estimated Accuracy
 GY0039;SPC WV S     -    94,600.      476,000.      MT  (+/- 180 meters Scaled)
 GY0039
 GY0039                          SUPERSEDED SURVEY CONTROL
 GY0039
 GY0039  NGVD 29 (??/??/92)  190.545  (m)          625.15   (f) ADJ UNCH    2 0
 GY0039
 GY0039.Superseded values are not recommended for survey control.
 GY0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0039.See file dsdata.txt to determine how the superseded data were derived.
 GY0039
 GY0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB760894(NAD 83)
 GY0039_MARKER: DB = BENCH MARK DISK
 GY0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0039_STAMPING: J 46 1935 625.146
 GY0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0039+STABILITY: SURFACE MOTION
 GY0039
 GY0039  HISTORY     - Date     Condition        Report By
 GY0039  HISTORY     - 1935     MONUMENTED       CGS
 GY0039  HISTORY     - 1956     GOOD             NGS
 GY0039  HISTORY     - 1990     MARK NOT FOUND   USGS
 GY0039
 GY0039                          STATION DESCRIPTION
 GY0039
 GY0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0039'AT KERMIT.
 GY0039'AT KERMIT, ALONG U.S. HIGHWAY 52, NEAR THE SOUTHWEST CORNER OF
 GY0039'THE KERMIT HIGH SCHOOL YARD, 112 FEET SOUTHWEST OF THE SOUTH
 GY0039'CORNER OF BUILDING, 48 FEET NORTHEAST OF THE CENTER LINE OF
 GY0039'HIGHWAY, 44.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDE
 GY0039'WALK TO THE SOUTHWEST ENTRANCE TO SCHOOL, 7 FEET NORTHEAST OF
 GY0039'A HEDGE FENCE, ABOUT 3.5 FEET ABOVE LEVEL OF HIGHWAY.
 GY0039
 GY0039                          STATION RECOVERY (1990)
 GY0039
 GY0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (DW)
 GY0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0121 ***********************************************************************
 GY0121  DESIGNATION -  J 47
 GY0121  PID         -  GY0121
 GY0121  STATE/COUNTY-  WV/MINGO
 GY0121  USGS QUAD   -  MAJESTIC (1977)
 GY0121
 GY0121                         *CURRENT SURVEY CONTROL
 GY0121  ___________________________________________________________________
 GY0121* NAD 83(1986)-  37 34 45.     (N)    082 07 26.     (W)     SCALED    
 GY0121* NAVD 88     -       219.961  (meters)     721.66   (feet)  ADJUSTED  
 GY0121  ___________________________________________________________________
 GY0121  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GY0121  DYNAMIC HT  -         219.794 (meters)     721.11  (feet)  COMP
 GY0121  MODELED GRAV-     979,866.2   (mgal)                       NAVD 88
 GY0121
 GY0121  VERT ORDER  -  SECOND    CLASS 0
 GY0121
 GY0121.The horizontal coordinates were scaled from a topographic map and have
 GY0121.an estimated accuracy of +/- 6 seconds.
 GY0121
 GY0121.The orthometric height was determined by differential leveling
 GY0121.and adjusted by the National Geodetic Survey in June 1991..
 GY0121
 GY0121.The geoid height was determined by GEOID03.
 GY0121
 GY0121.The dynamic height is computed by dividing the NAVD 88
 GY0121.geopotential number by the normal gravity value computed on the
 GY0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0121.degrees latitude (g = 980.6199 gals.).
 GY0121
 GY0121.The modeled gravity was interpolated from observed gravity values.
 GY0121
 GY0121;                    North         East    Units  Estimated Accuracy
 GY0121;SPC WV S     -    64,880.      500,730.      MT  (+/- 180 meters Scaled)
 GY0121
 GY0121                          SUPERSEDED SURVEY CONTROL
 GY0121
 GY0121  NGVD 29 (??/??/92)  220.181  (m)          722.38   (f) ADJ UNCH    2 0
 GY0121
 GY0121.Superseded values are not recommended for survey control.
 GY0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0121.See file dsdata.txt to determine how the superseded data were derived.
 GY0121
 GY0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB007597(NAD 83)
 GY0121_MARKER: DB = BENCH MARK DISK
 GY0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0121_SP_SET: BRIDGE
 GY0121_STAMPING: J 47 1935
 GY0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0121
 GY0121  HISTORY     - Date     Condition        Report By
 GY0121  HISTORY     - 1935     MONUMENTED       CGS
 GY0121
 GY0121                          STATION DESCRIPTION
 GY0121
 GY0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0121'1.5 MI N FROM DELORME.
 GY0121'1.5 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0121'STATION AT DELORME, MINGO COUNTY, 0.2 MILE NORTH OF MILEPOST
 GY0121'N 455, 69 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 49, AT
 GY0121'BRIDGE 926, IN THE TOP OF THE WEST CORNER OF THE NORTH ABUTMENT,
 GY0121'5.8 FEET WEST OF THE WEST RAIL, AND LEVEL WITH THE RAIL.  A
 GY0121'STANDARD DISK, STAMPED J 47 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1670 ***********************************************************************
 GX1670  DESIGNATION -  J 49
 GX1670  PID         -  GX1670
 GX1670  STATE/COUNTY-  WV/MCDOWELL
 GX1670  USGS QUAD   -  WELCH (1976)
 GX1670
 GX1670                         *CURRENT SURVEY CONTROL
 GX1670  ___________________________________________________________________
 GX1670* NAD 83(1986)-  37 24 51.     (N)    081 32 25.     (W)     SCALED    
 GX1670* NAVD 88     -       424.353  (meters)    1392.23   (feet)  ADJUSTED  
 GX1670  ___________________________________________________________________
 GX1670  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX1670  DYNAMIC HT  -         424.001 (meters)    1391.08  (feet)  COMP
 GX1670  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 GX1670
 GX1670  VERT ORDER  -  SECOND    CLASS 0
 GX1670
 GX1670.The horizontal coordinates were scaled from a topographic map and have
 GX1670.an estimated accuracy of +/- 6 seconds.
 GX1670
 GX1670.The orthometric height was determined by differential leveling
 GX1670.and adjusted by the National Geodetic Survey in June 1991..
 GX1670
 GX1670.The geoid height was determined by GEOID03.
 GX1670
 GX1670.The dynamic height is computed by dividing the NAVD 88
 GX1670.geopotential number by the normal gravity value computed on the
 GX1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1670.degrees latitude (g = 980.6199 gals.).
 GX1670
 GX1670.The modeled gravity was interpolated from observed gravity values.
 GX1670
 GX1670;                    North         East    Units  Estimated Accuracy
 GX1670;SPC WV S     -    46,110.      552,170.      MT  (+/- 180 meters Scaled)
 GX1670
 GX1670                          SUPERSEDED SURVEY CONTROL
 GX1670
 GX1670  NGVD 29 (??/??/92)  424.517  (m)         1392.77   (f) ADJ UNCH    2 0
 GX1670
 GX1670.Superseded values are not recommended for survey control.
 GX1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1670.See file dsdata.txt to determine how the superseded data were derived.
 GX1670
 GX1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB521409(NAD 83)
 GX1670_MARKER: DB = BENCH MARK DISK
 GX1670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1670_SP_SET: WALL
 GX1670_STAMPING: J 49 1935
 GX1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1670
 GX1670  HISTORY     - Date     Condition        Report By
 GX1670  HISTORY     - 1935     MONUMENTED       CGS
 GX1670  HISTORY     - 1958     GOOD             NGS
 GX1670
 GX1670                          STATION DESCRIPTION
 GX1670
 GX1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1670'2.9 MI SW FROM KIMBALL.
 GX1670'2.9 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1670'STATION AT KIMBALL, AT THE SOUTH END OF HUGER TWIN TUNNELS, SET
 GX1670'VERTICALLY IN THE SOUTH FACE OF THE CONCRETE WALL BETWEEN THE TWO
 GX1670'TUNNELS, 12 FEET WEST OF THE WEST RAIL OF THE EAST TRACK, 18
 GX1670'FEET EAST OF THE EAST RAIL OF THE WEST TRACK, 2 1/2 FEET ABOVE
 GX1670'THE GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE EAST TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2031 ***********************************************************************
 HX2031  DESIGNATION -  J 5
 HX2031  PID         -  HX2031
 HX2031  STATE/COUNTY-  WV/KANAWHA
 HX2031  USGS QUAD   -  SAINT ALBANS (1976)
 HX2031
 HX2031                         *CURRENT SURVEY CONTROL
 HX2031  ___________________________________________________________________
 HX2031* NAD 83(1986)-  38 25 22.     (N)    081 50 29.     (W)     SCALED    
 HX2031* NAVD 88     -       184.019  (meters)     603.74   (feet)  ADJUSTED  
 HX2031  ___________________________________________________________________
 HX2031  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HX2031  DYNAMIC HT  -         183.892 (meters)     603.32  (feet)  COMP
 HX2031  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 HX2031
 HX2031  VERT ORDER  -  FIRST     CLASS II
 HX2031
 HX2031.The horizontal coordinates were scaled from a topographic map and have
 HX2031.an estimated accuracy of +/- 6 seconds.
 HX2031
 HX2031.The orthometric height was determined by differential leveling
 HX2031.and adjusted by the National Geodetic Survey in June 1991..
 HX2031
 HX2031.The geoid height was determined by GEOID03.
 HX2031
 HX2031.The dynamic height is computed by dividing the NAVD 88
 HX2031.geopotential number by the normal gravity value computed on the
 HX2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2031.degrees latitude (g = 980.6199 gals.).
 HX2031
 HX2031.The modeled gravity was interpolated from observed gravity values.
 HX2031
 HX2031;                    North         East    Units  Estimated Accuracy
 HX2031;SPC WV S     -   158,250.      526,530.      MT  (+/- 180 meters Scaled)
 HX2031
 HX2031                          SUPERSEDED SURVEY CONTROL
 HX2031
 HX2031  NGVD 29 (??/??/92)  184.219  (m)          604.39   (f) ADJ UNCH    1 2
 HX2031
 HX2031.Superseded values are not recommended for survey control.
 HX2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2031.See file dsdata.txt to determine how the superseded data were derived.
 HX2031
 HX2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC265530(NAD 83)
 HX2031_MARKER: DB = BENCH MARK DISK
 HX2031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2031_SP_SET: BUILDING
 HX2031_STAMPING: J 5 1933
 HX2031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2031
 HX2031  HISTORY     - Date     Condition        Report By
 HX2031  HISTORY     - 1933     MONUMENTED       CGS
 HX2031  HISTORY     - 1976     GOOD             NGS
 HX2031
 HX2031                          STATION DESCRIPTION
 HX2031
 HX2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX2031'AT NITRO.
 HX2031'AT NITRO, KANAWHA COUNTY, ABOUT 110 YARDS NORTHEAST OF THE NEW
 HX2031'YORK CENTRAL RAILROAD STATION, IN THE WEST FACE OF THE CENTER
 HX2031'GARAGE, 5 FEET NORTH OF THE ENTRANCE, AND ABOUT 5 FEET ABOVE
 HX2031'THE GROUND.  A STANDARD DISK, STAMPED DISK, STAMPED J 55 1933
 HX2031'AND SET VERTICALLY.
 HX2031
 HX2031                          STATION RECOVERY (1976)
 HX2031
 HX2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2227 ***********************************************************************
 GX2227  DESIGNATION -  J 50
 GX2227  PID         -  GX2227
 GX2227  STATE/COUNTY-  WV/LOGAN
 GX2227  USGS QUAD   -  LOGAN (1989)
 GX2227
 GX2227                         *CURRENT SURVEY CONTROL
 GX2227  ___________________________________________________________________
 GX2227* NAD 83(1986)-  37 52 29.     (N)    081 59 06.     (W)     SCALED    
 GX2227* NAVD 88     -       203.603  (meters)     667.99   (feet)  ADJUSTED  
 GX2227  ___________________________________________________________________
 GX2227  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GX2227  DYNAMIC HT  -         203.455 (meters)     667.50  (feet)  COMP
 GX2227  MODELED GRAV-     979,898.4   (mgal)                       NAVD 88
 GX2227
 GX2227  VERT ORDER  -  SECOND    CLASS 0
 GX2227
 GX2227.The horizontal coordinates were scaled from a topographic map and have
 GX2227.an estimated accuracy of +/- 6 seconds.
 GX2227
 GX2227.The orthometric height was determined by differential leveling
 GX2227.and adjusted by the National Geodetic Survey in June 1991..
 GX2227
 GX2227.The geoid height was determined by GEOID03.
 GX2227
 GX2227.The dynamic height is computed by dividing the NAVD 88
 GX2227.geopotential number by the normal gravity value computed on the
 GX2227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2227.degrees latitude (g = 980.6199 gals.).
 GX2227
 GX2227.The modeled gravity was interpolated from observed gravity values.
 GX2227
 GX2227;                    North         East    Units  Estimated Accuracy
 GX2227;SPC WV S     -    97,540.      513,350.      MT  (+/- 180 meters Scaled)
 GX2227
 GX2227                          SUPERSEDED SURVEY CONTROL
 GX2227
 GX2227  NGVD 29 (??/??/92)  203.823  (m)          668.71   (f) ADJ UNCH    2 0
 GX2227
 GX2227.Superseded values are not recommended for survey control.
 GX2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2227.See file dsdata.txt to determine how the superseded data were derived.
 GX2227
 GX2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB133923(NAD 83)
 GX2227_MARKER: DB = BENCH MARK DISK
 GX2227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2227_SP_SET: FOUNDATION
 GX2227_STAMPING: J 50 1935
 GX2227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2227
 GX2227  HISTORY     - Date     Condition        Report By
 GX2227  HISTORY     - 1935     MONUMENTED       CGS
 GX2227
 GX2227                          STATION DESCRIPTION
 GX2227
 GX2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2227'AT PEACH CREEK.
 GX2227'AT PEACH CREEK, LOGAN COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 GX2227'55 YARDS NORTH OF THE STATION SIGN, 21 FEET WEST OF THE CENTERLINE
 GX2227'OF A ROAD, 12.5 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, AT
 GX2227'A RAILROAD WATER HYDRANT, IN THE TOP OF THE NORTHEAST CORNER
 GX2227'OF THE CONCRETE FOUNDATION, AND ABOUT ONE FOOT HIGHER THAN THE
 GX2227'RAIL.  A STANDARD DISK, STAMPED J 50 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0524 ***********************************************************************
 HY0524  DESIGNATION -  J 51
 HY0524  PID         -  HY0524
 HY0524  STATE/COUNTY-  WV/LINCOLN
 HY0524  USGS QUAD   -  WEST HAMLIN (1989)
 HY0524
 HY0524                         *CURRENT SURVEY CONTROL
 HY0524  ___________________________________________________________________
 HY0524* NAD 83(1986)-  38 17 12.     (N)    082 11 44.     (W)     SCALED    
 HY0524* NAVD 88     -       179.479  (meters)     588.84   (feet)  ADJUSTED  
 HY0524  ___________________________________________________________________
 HY0524  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HY0524  DYNAMIC HT  -         179.354 (meters)     588.43  (feet)  COMP
 HY0524  MODELED GRAV-     979,926.5   (mgal)                       NAVD 88
 HY0524
 HY0524  VERT ORDER  -  SECOND    CLASS 0
 HY0524
 HY0524.The horizontal coordinates were scaled from a topographic map and have
 HY0524.an estimated accuracy of +/- 6 seconds.
 HY0524
 HY0524.The orthometric height was determined by differential leveling
 HY0524.and adjusted by the National Geodetic Survey in June 1991..
 HY0524
 HY0524.The geoid height was determined by GEOID03.
 HY0524
 HY0524.The dynamic height is computed by dividing the NAVD 88
 HY0524.geopotential number by the normal gravity value computed on the
 HY0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0524.degrees latitude (g = 980.6199 gals.).
 HY0524
 HY0524.The modeled gravity was interpolated from observed gravity values.
 HY0524
 HY0524;                    North         East    Units  Estimated Accuracy
 HY0524;SPC WV S     -   143,480.      495,410.      MT  (+/- 180 meters Scaled)
 HY0524
 HY0524                          SUPERSEDED SURVEY CONTROL
 HY0524
 HY0524  NGVD 29 (??/??/92)  179.679  (m)          589.50   (f) ADJ UNCH    2 0
 HY0524
 HY0524.Superseded values are not recommended for survey control.
 HY0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0524.See file dsdata.txt to determine how the superseded data were derived.
 HY0524
 HY0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC954382(NAD 83)
 HY0524_MARKER: DB = BENCH MARK DISK
 HY0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0524_STAMPING: J 51 1935
 HY0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0524+STABILITY: SURFACE MOTION
 HY0524
 HY0524  HISTORY     - Date     Condition        Report By
 HY0524  HISTORY     - 1935     MONUMENTED       CGS
 HY0524  HISTORY     - 1957     GOOD             NGS
 HY0524
 HY0524                          STATION DESCRIPTION
 HY0524
 HY0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0524'AT WEST HAMLIN.
 HY0524'AT WEST HAMLIN, ALONG THE CHESAPEAKE AND OHIO RAILWAY, ABOUT
 HY0524'125 YARDS SOUTH OF THE STATION, ABOUT 0.25 MILE SOUTH OF MILE
 HY0524'POST 17, 133 YARDS NORTH OF CENTER OF CROSSING OF STATE HIGHWAY
 HY0524'10, 27.4 FEET EAST OF EAST RAIL OF EAST TRACK, 46 FEET SOUTHEAST
 HY0524'OF CENTER OF CROSSING OF EAST TRACK AND A STREET, 48 FEET
 HY0524'NORTHWEST OF NORTHWEST CORNER OF ESSO SERVICE STATION BUILDING,
 HY0524'58 FEET NORTH OF 4TH TELEPHONE POLE SOUTH OF RAILROAD STATION,
 HY0524'1 FOOT SOUTH OF A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW
 HY0524'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY0524'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2279 ***********************************************************************
 GX2279  DESIGNATION -  J 52
 GX2279  PID         -  GX2279
 GX2279  STATE/COUNTY-  WV/LOGAN
 GX2279  USGS QUAD   -  CLOTHIER (1989)
 GX2279
 GX2279                         *CURRENT SURVEY CONTROL
 GX2279  ___________________________________________________________________
 GX2279* NAD 83(1986)-  37 52 40.     (N)    081 49 40.     (W)     SCALED    
 GX2279* NAVD 88     -       297.278  (meters)     975.32   (feet)  ADJUSTED  
 GX2279  ___________________________________________________________________
 GX2279  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GX2279  DYNAMIC HT  -         297.059 (meters)     974.60  (feet)  COMP
 GX2279  MODELED GRAV-     979,885.3   (mgal)                       NAVD 88
 GX2279
 GX2279  VERT ORDER  -  SECOND    CLASS 0
 GX2279
 GX2279.The horizontal coordinates were scaled from a topographic map and have
 GX2279.an estimated accuracy of +/- 6 seconds.
 GX2279
 GX2279.The orthometric height was determined by differential leveling
 GX2279.and adjusted by the National Geodetic Survey in June 1991..
 GX2279
 GX2279.The geoid height was determined by GEOID03.
 GX2279
 GX2279.The dynamic height is computed by dividing the NAVD 88
 GX2279.geopotential number by the normal gravity value computed on the
 GX2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2279.degrees latitude (g = 980.6199 gals.).
 GX2279
 GX2279.The modeled gravity was interpolated from observed gravity values.
 GX2279
 GX2279;                    North         East    Units  Estimated Accuracy
 GX2279;SPC WV S     -    97,750.      527,180.      MT  (+/- 180 meters Scaled)
 GX2279
 GX2279                          SUPERSEDED SURVEY CONTROL
 GX2279
 GX2279  NGVD 29 (??/??/92)  297.476  (m)          975.97   (f) ADJ UNCH    2 0
 GX2279
 GX2279.Superseded values are not recommended for survey control.
 GX2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2279.See file dsdata.txt to determine how the superseded data were derived.
 GX2279
 GX2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB272925(NAD 83)
 GX2279_MARKER: DD = SURVEY DISK
 GX2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2279_STAMPING: J 52 1935
 GX2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2279+STABILITY: SURFACE MOTION
 GX2279
 GX2279  HISTORY     - Date     Condition        Report By
 GX2279  HISTORY     - UNK      MONUMENTED       WVGS
 GX2279  HISTORY     - 1935     GOOD             NGS
 GX2279  HISTORY     - 1973     GOOD             LOCENG
 GX2279
 GX2279                          STATION DESCRIPTION
 GX2279
 GX2279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2279'0.2 MI NE FROM BLAIR.
 GX2279'ABOUT 1/4 MILE NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE SCHOOL
 GX2279'AT BLAIR, LOGAN COUNTY, 40 YARDS SOUTH OF A CULVERT, 21 YARDS
 GX2279'SOUTHWEST OF THE SOUTHWEST CORNER OF THE EARL MULLIN RESIDENCE,
 GX2279'15-1/2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 GX2279'WITH THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED J 52 1935
 GX2279'AND SET IN THE TOP OF A CONCRETE POST.
 GX2279
 GX2279                          STATION RECOVERY (1973)
 GX2279
 GX2279'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2279'MARK MOSTLY COVERED OVER BY HIGHWAY BERN. 6 FT. SOUTHERLY OF A 12 IN.
 GX2279'TREE. 28 FT. SOUTH WESTERLY OF POWER POLE NO. 715-B. 75 AND 40 FT.
 GX2279'SOUTHERLY FROM SOUTHERLY LINE OF A 1-S-FRAME BROWN RES. 0.35 MILE
 GX2279'FROM SR-119 AND C. AND O. RR X-ING, ONLY FOUNDATION OF SCHOOL
 GX2279'STANDING 0.2 MILE P.E. OF BLAIR POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1111 ***********************************************************************
 GX1111  DESIGNATION -  J 53
 GX1111  PID         -  GX1111
 GX1111  STATE/COUNTY-  WV/RALEIGH
 GX1111  USGS QUAD   -  SHADY SPRING (1976)
 GX1111
 GX1111                         *CURRENT SURVEY CONTROL
 GX1111  ___________________________________________________________________
 GX1111* NAD 83(1986)-  37 42 20.     (N)    081 05 54.     (W)     SCALED    
 GX1111* NAVD 88     -       821.965  (meters)    2696.73   (feet)  ADJUSTED  
 GX1111  ___________________________________________________________________
 GX1111  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX1111  DYNAMIC HT  -         821.261 (meters)    2694.42  (feet)  COMP
 GX1111  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 GX1111
 GX1111  VERT ORDER  -  SECOND    CLASS 0
 GX1111
 GX1111.The horizontal coordinates were scaled from a topographic map and have
 GX1111.an estimated accuracy of +/- 6 seconds.
 GX1111
 GX1111.The orthometric height was determined by differential leveling
 GX1111.and adjusted by the National Geodetic Survey in June 1991..
 GX1111
 GX1111.The geoid height was determined by GEOID03.
 GX1111
 GX1111.The dynamic height is computed by dividing the NAVD 88
 GX1111.geopotential number by the normal gravity value computed on the
 GX1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1111.degrees latitude (g = 980.6199 gals.).
 GX1111
 GX1111.The modeled gravity was interpolated from observed gravity values.
 GX1111
 GX1111;                    North         East    Units  Estimated Accuracy
 GX1111;SPC WV S     -    78,310.      591,330.      MT  (+/- 180 meters Scaled)
 GX1111
 GX1111                          SUPERSEDED SURVEY CONTROL
 GX1111
 GX1111  NGVD 29 (??/??/92)  822.10   (m)         2697.2    (f) COMPUTED    2 0
 GX1111
 GX1111.Superseded values are not recommended for survey control.
 GX1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1111.See file dsdata.txt to determine how the superseded data were derived.
 GX1111
 GX1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB913731(NAD 83)
 GX1111_MARKER: DD = SURVEY DISK
 GX1111_SETTING: 0 = UNSPECIFIED SETTING
 GX1111_STAMPING: J 53 1935
 GX1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1111
 GX1111  HISTORY     - Date     Condition        Report By
 GX1111  HISTORY     - 1935     MONUMENTED       CGS
 GX1111  HISTORY     - 1960     MARK NOT FOUND   NGS
 GX1111
 GX1111                          STATION DESCRIPTION
 GX1111
 GX1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1111'AT SHADY SPRINGS.
 GX1111'AT SHADY SPRINGS, AT THE CENTER OF A TRIANGLE FORMED BY THE
 GX1111'JUNCTION OF U.S. HIGHWAYS 19 AND 21 AND STATE HIGHWAY 3, 28 FEET
 GX1111'EAST OF THE CENTERLINE OF U.S. HIGHWAYS 19 AND 21, 26 FEET
 GX1111'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 3, AND 1-1/2 FEET
 GX1111'NORTH OF A HIGHWAY MILEAGE MARKER.  NOTE-- THE HIGHWAYS HAVE
 GX1111'BEEN WIDENED AND THE JUNCTION MAY NOT BE THE SAME AS REPORTED
 GX1111'IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0070 ***********************************************************************
 JX0070  DESIGNATION -  J 54
 JX0070  PID         -  JX0070
 JX0070  STATE/COUNTY-  WV/MARION
 JX0070  USGS QUAD   -  GRANT TOWN (1976)
 JX0070
 JX0070                         *CURRENT SURVEY CONTROL
 JX0070  ___________________________________________________________________
 JX0070* NAD 83(1986)-  39 30 19.     (N)    080 08 37.     (W)     SCALED    
 JX0070* NAVD 88     -       268.394  (meters)     880.56   (feet)  ADJUSTED  
 JX0070  ___________________________________________________________________
 JX0070  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JX0070  DYNAMIC HT  -         268.234 (meters)     880.03  (feet)  COMP
 JX0070  MODELED GRAV-     980,024.2   (mgal)                       NAVD 88
 JX0070
 JX0070  VERT ORDER  -  FIRST     CLASS II
 JX0070
 JX0070.The horizontal coordinates were scaled from a topographic map and have
 JX0070.an estimated accuracy of +/- 6 seconds.
 JX0070
 JX0070.The orthometric height was determined by differential leveling
 JX0070.and adjusted by the National Geodetic Survey in June 1991..
 JX0070
 JX0070.The geoid height was determined by GEOID03.
 JX0070
 JX0070.The dynamic height is computed by dividing the NAVD 88
 JX0070.geopotential number by the normal gravity value computed on the
 JX0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0070.degrees latitude (g = 980.6199 gals.).
 JX0070
 JX0070.The modeled gravity was interpolated from observed gravity values.
 JX0070
 JX0070;                    North         East    Units  Estimated Accuracy
 JX0070;SPC WV N     -   111,800.      544,650.      MT  (+/- 180 meters Scaled)
 JX0070
 JX0070                          SUPERSEDED SURVEY CONTROL
 JX0070
 JX0070  NGVD 29 (??/??/92)  268.561  (m)          881.10   (f) ADJ UNCH    1 2
 JX0070
 JX0070.Superseded values are not recommended for survey control.
 JX0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0070.See file dsdata.txt to determine how the superseded data were derived.
 JX0070
 JX0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND736732(NAD 83)
 JX0070_MARKER: DB = BENCH MARK DISK
 JX0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0070_STAMPING: J 54 1935
 JX0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0070+STABILITY: SURFACE MOTION
 JX0070
 JX0070  HISTORY     - Date     Condition        Report By
 JX0070  HISTORY     - 1935     MONUMENTED       CGS
 JX0070
 JX0070                          STATION DESCRIPTION
 JX0070
 JX0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0070'2.1 MI E FROM BARRACKVILLE.
 JX0070'2.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0070'STATION AT BARRACKVILLE, MARION COUNTY, 40 FEET WEST OF A POINT
 JX0070'ON THE OPPOSITE SIDE OF THE TRACK FROM POLE 305+11, 20 FEET NORTH
 JX0070'OF A CURVING ROAD PARALLELING THE TRACK, 18 FEET WEST OF THE WEST
 JX0070'RAIL, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED J 54 1935
 JX0070'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0985 ***********************************************************************
 JX0985  DESIGNATION -  J 6
 JX0985  PID         -  JX0985
 JX0985  STATE/COUNTY-  WV/WOOD
 JX0985  USGS QUAD   -  KANAWHA (1989)
 JX0985
 JX0985                         *CURRENT SURVEY CONTROL
 JX0985  ___________________________________________________________________
 JX0985* NAD 83(1986)-  39 10 16.     (N)    081 29 32.     (W)     SCALED    
 JX0985* NAVD 88     -       197.856  (meters)     649.13   (feet)  ADJUSTED  
 JX0985  ___________________________________________________________________
 JX0985  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JX0985  DYNAMIC HT  -         197.733 (meters)     648.73  (feet)  COMP
 JX0985  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 JX0985
 JX0985  VERT ORDER  -  SECOND    CLASS 0
 JX0985
 JX0985.The horizontal coordinates were scaled from a topographic map and have
 JX0985.an estimated accuracy of +/- 6 seconds.
 JX0985
 JX0985.The orthometric height was determined by differential leveling
 JX0985.and adjusted by the National Geodetic Survey in June 1991..
 JX0985
 JX0985.The geoid height was determined by GEOID03.
 JX0985
 JX0985.The dynamic height is computed by dividing the NAVD 88
 JX0985.geopotential number by the normal gravity value computed on the
 JX0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0985.degrees latitude (g = 980.6199 gals.).
 JX0985
 JX0985.The modeled gravity was interpolated from observed gravity values.
 JX0985
 JX0985;                    North         East    Units  Estimated Accuracy
 JX0985;SPC WV N     -    76,410.      427,860.      MT  (+/- 180 meters Scaled)
 JX0985
 JX0985                          SUPERSEDED SURVEY CONTROL
 JX0985
 JX0985  NGVD 29 (??/??/92)  198.043  (m)          649.75   (f) ADJ UNCH    2 0
 JX0985
 JX0985.Superseded values are not recommended for survey control.
 JX0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0985.See file dsdata.txt to determine how the superseded data were derived.
 JX0985
 JX0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD574358(NAD 83)
 JX0985_MARKER: DB = BENCH MARK DISK
 JX0985_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0985_SP_SET: BRIDGE
 JX0985_STAMPING: J 6 1933
 JX0985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0985
 JX0985  HISTORY     - Date     Condition        Report By
 JX0985  HISTORY     - 1933     MONUMENTED       CGS
 JX0985  HISTORY     - 1956     GOOD             NGS
 JX0985
 JX0985                          STATION DESCRIPTION
 JX0985
 JX0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX0985'3.8 MI NW FROM SLATE.
 JX0985'3.85 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER
 JX0985'SLATE CREEK AT SLATE, AT THE JUNCTION OF GRAVEL ROADS LEADING
 JX0985'SOUTHWEST TO CHESTERVILLE AND NORTHEAST TO BUTCHER BEND, 31
 JX0985'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY 14, 11 FEET
 JX0985'NORTHWEST OF CENTER LINE OF GRAVEL ROAD SOUTHWEST, IN THE TOP OF
 JX0985'THE SOUTHWEST END OF A RETAINING WALL EXTENDING NORTHEAST FROM
 JX0985'NORTH CORNER OF 21-FOOT CONCRETE BRIDGE UNDER GRAVEL ROAD
 JX0985'SOUTHWEST, 1.1 FEET NORTHEAST OF NORTHEAST END OF NORTHWEST
 JX0985'CONCRETE BANISTER OF BRIDGE AND ABOUT 1 1/2 FEET ABOVE LEVEL
 JX0985'OF HIGHWAY 14.  NOTE-- MARK IS ABOUT 1.1 MILES NORTHEAST ALONG
 JX0985'A GRAVEL ROAD FROM VALLEY CHAPEL CHURCH AT CHESTERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1171 ***********************************************************************
 HW1171  DESIGNATION -  J 60
 HW1171  PID         -  HW1171
 HW1171  STATE/COUNTY-  WV/HARDY
 HW1171  USGS QUAD   -  LOST CITY (1994)
 HW1171
 HW1171                         *CURRENT SURVEY CONTROL
 HW1171  ___________________________________________________________________
 HW1171* NAD 83(1986)-  38 58 46.     (N)    078 47 29.     (W)     SCALED    
 HW1171* NAVD 88     -       413.571  (meters)    1356.86   (feet)  ADJUSTED  
 HW1171  ___________________________________________________________________
 HW1171  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HW1171  DYNAMIC HT  -         413.278 (meters)    1355.90  (feet)  COMP
 HW1171  MODELED GRAV-     979,905.6   (mgal)                       NAVD 88
 HW1171
 HW1171  VERT ORDER  -  SECOND    CLASS 0
 HW1171
 HW1171.The horizontal coordinates were scaled from a topographic map and have
 HW1171.an estimated accuracy of +/- 6 seconds.
 HW1171
 HW1171.The orthometric height was determined by differential leveling
 HW1171.and adjusted by the National Geodetic Survey in June 1991..
 HW1171
 HW1171.The geoid height was determined by GEOID03.
 HW1171
 HW1171.The dynamic height is computed by dividing the NAVD 88
 HW1171.geopotential number by the normal gravity value computed on the
 HW1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1171.degrees latitude (g = 980.6199 gals.).
 HW1171
 HW1171.The modeled gravity was interpolated from observed gravity values.
 HW1171
 HW1171;                    North         East    Units  Estimated Accuracy
 HW1171;SPC WV N     -    53,470.      661,400.      MT  (+/- 180 meters Scaled)
 HW1171
 HW1171                          SUPERSEDED SURVEY CONTROL
 HW1171
 HW1171  NGVD 29 (??/??/92)  413.706  (m)         1357.30   (f) ADJ UNCH    2 0
 HW1171
 HW1171.Superseded values are not recommended for survey control.
 HW1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1171.See file dsdata.txt to determine how the superseded data were derived.
 HW1171
 HW1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD913168(NAD 83)
 HW1171_MARKER: DB = BENCH MARK DISK
 HW1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1171_STAMPING: J 60 1935
 HW1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1171+STABILITY: SURFACE MOTION
 HW1171
 HW1171  HISTORY     - Date     Condition        Report By
 HW1171  HISTORY     - 1935     MONUMENTED       CGS
 HW1171  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1171
 HW1171                          STATION DESCRIPTION
 HW1171
 HW1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1171'4.4 MI N FROM LOST CITY.
 HW1171'4.4 MILES NORTH ALONG FORMER STATE HIGHWAY 58 FROM THE HISHMAN
 HW1171'STORE AT LOST CITY, HARDY COUNTY, AT THE JUNCTION OF A ROAD
 HW1171'LEADING WEST TO THE H.W. HAWSE HOUSE, 33 FEET WEST OF THE
 HW1171'CENTERLINE OF THE HIGHWAY, 18 FEET SOUTH OF THE CENTERLINE
 HW1171'OF THE ROAD, 15 FEET WEST OF THE HAWSE MAIL BOX, AND 1 FOOT
 HW1171'EAST OF THE BOARD FENCE.  A STANDARD DISK, STAMPED J 60 1935 AND
 HW1171'SET IN THE TOP OF A CONCRTE POST.  THE AREA IS AT PRESENT A
 HW1171'FLOWER BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1520 ***********************************************************************
 HW1520  DESIGNATION -  J 61
 HW1520  PID         -  HW1520
 HW1520  STATE/COUNTY-  WV/PENDLETON
 HW1520  USGS QUAD   -  FORT SEYBERT (1979)
 HW1520
 HW1520                         *CURRENT SURVEY CONTROL
 HW1520  ___________________________________________________________________
 HW1520* NAD 83(1986)-  38 39 34.     (N)    079 12 48.     (W)     SCALED    
 HW1520* NAVD 88     -       467.275  (meters)    1533.05   (feet)  ADJUSTED  
 HW1520  ___________________________________________________________________
 HW1520  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HW1520  DYNAMIC HT  -         466.940 (meters)    1531.95  (feet)  COMP
 HW1520  MODELED GRAV-     979,896.4   (mgal)                       NAVD 88
 HW1520
 HW1520  VERT ORDER  -  SECOND    CLASS 0
 HW1520
 HW1520.The horizontal coordinates were scaled from a topographic map and have
 HW1520.an estimated accuracy of +/- 6 seconds.
 HW1520
 HW1520.The orthometric height was determined by differential leveling
 HW1520.and adjusted by the National Geodetic Survey in June 1991..
 HW1520
 HW1520.The geoid height was determined by GEOID03.
 HW1520
 HW1520.The dynamic height is computed by dividing the NAVD 88
 HW1520.geopotential number by the normal gravity value computed on the
 HW1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1520.degrees latitude (g = 980.6199 gals.).
 HW1520
 HW1520.The modeled gravity was interpolated from observed gravity values.
 HW1520
 HW1520;                    North         East    Units  Estimated Accuracy
 HW1520;SPC WV S     -   185,680.      755,500.      MT  (+/- 180 meters Scaled)
 HW1520
 HW1520                          SUPERSEDED SURVEY CONTROL
 HW1520
 HW1520  NGVD 29 (??/??/92)  467.391  (m)         1533.43   (f) ADJ UNCH    2 0
 HW1520
 HW1520.Superseded values are not recommended for survey control.
 HW1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1520.See file dsdata.txt to determine how the superseded data were derived.
 HW1520
 HW1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC554805(NAD 83)
 HW1520_MARKER: DB = BENCH MARK DISK
 HW1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1520_STAMPING: J 61 1935
 HW1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1520+STABILITY: SURFACE MOTION
 HW1520
 HW1520  HISTORY     - Date     Condition        Report By
 HW1520  HISTORY     - 1935     MONUMENTED       CGS
 HW1520  HISTORY     - 1962     GOOD             NGS
 HW1520
 HW1520                          STATION DESCRIPTION
 HW1520
 HW1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1520'AT OAK FLAT.
 HW1520'AT OAK FLAT, PENDLETON COUNTY, ON U.S. HIGHWAY 33, AT THE
 HW1520'JUNCTON OF A ROAD LEADING NORTHEAST AND A TURN IN THE HIGHWAY
 HW1520'FROM NORTHEAST TO WEST, 213 FEET WEST OF THE CENTER OF THE
 HW1520'JUNCTION, 37 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY LEADING
 HW1520'WEST, IN A DRIVEWAY LEADING TO A SHOP AND GARAGE, 24 FEET
 HW1520'NORTHWEST OF THE NORTHEAST CORNER OF THE GARAGE, AND 14 FEET
 HW1520'EAST-NORTHEAST OF THE NORTHWEST CORNER.  A STANDARD DISK, STAMPED
 HW1520'J 61 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 HW1520'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1730 ***********************************************************************
 HX1730  DESIGNATION -  J 7
 HX1730  PID         -  HX1730
 HX1730  STATE/COUNTY-  WV/ROANE
 HX1730  USGS QUAD   -  KETTLE (1975)
 HX1730
 HX1730                         *CURRENT SURVEY CONTROL
 HX1730  ___________________________________________________________________
 HX1730* NAD 83(1986)-  38 37 29.     (N)    081 23 24.     (W)     SCALED    
 HX1730* NAVD 88     -       220.842  (meters)     724.55   (feet)  ADJUSTED  
 HX1730  ___________________________________________________________________
 HX1730  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HX1730  DYNAMIC HT  -         220.693 (meters)     724.06  (feet)  COMP
 HX1730  MODELED GRAV-     979,949.4   (mgal)                       NAVD 88
 HX1730
 HX1730  VERT ORDER  -  SECOND    CLASS 0
 HX1730
 HX1730.The horizontal coordinates were scaled from a topographic map and have
 HX1730.an estimated accuracy of +/- 6 seconds.
 HX1730
 HX1730.The orthometric height was determined by differential leveling
 HX1730.and adjusted by the National Geodetic Survey in June 1991..
 HX1730
 HX1730.The geoid height was determined by GEOID03.
 HX1730
 HX1730.The dynamic height is computed by dividing the NAVD 88
 HX1730.geopotential number by the normal gravity value computed on the
 HX1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1730.degrees latitude (g = 980.6199 gals.).
 HX1730
 HX1730.The modeled gravity was interpolated from observed gravity values.
 HX1730
 HX1730;                    North         East    Units  Estimated Accuracy
 HX1730;SPC WV S     -   180,400.      566,040.      MT  (+/- 180 meters Scaled)
 HX1730
 HX1730                          SUPERSEDED SURVEY CONTROL
 HX1730
 HX1730  NGVD 29 (??/??/92)  221.012  (m)          725.10   (f) ADJ UNCH    2 0
 HX1730
 HX1730.Superseded values are not recommended for survey control.
 HX1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1730.See file dsdata.txt to determine how the superseded data were derived.
 HX1730
 HX1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC660752(NAD 83)
 HX1730_MARKER: DB = BENCH MARK DISK
 HX1730_SETTING: 66 = SET IN ROCK OUTCROP
 HX1730_SP_SET: ROCK OUTCROP
 HX1730_STAMPING: J 7 1933
 HX1730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1730+STABILITY: POSITION/ELEVATION WELL
 HX1730
 HX1730  HISTORY     - Date     Condition        Report By
 HX1730  HISTORY     - 1933     MONUMENTED       CGS
 HX1730  HISTORY     - 1956     GOOD             NGS
 HX1730
 HX1730                          STATION DESCRIPTION
 HX1730
 HX1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1730'1.3 MI SE FROM WALTON.
 HX1730'ABOUT 1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE POCA
 HX1730'VALLEY BANK AT WALTON, ABOUT 40 YARDS SOUTH OF SOUTH END OF A
 HX1730'LARGE SOLID BENCH ROCK CUT, 21 FEET EAST OF CENTER LINE OF
 HX1730'HIGHWAY, 12 1/2 FEET NORTHEAST OF NORTHEAST CORNER OF EAST
 HX1730'CONCRETE HEAD WALL OF A 12-INCH PIPE CULVERT UNDER HIGHWAY, IN
 HX1730'THE TOP OF A SLANTING ROCK OUTCROP AND ABOUT 3 FEET ABOVE LEVEL
 HX1730'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0992 ***********************************************************************
 JX0992  DESIGNATION -  J 76
 JX0992  PID         -  JX0992
 JX0992  STATE/COUNTY-  WV/WIRT
 JX0992  USGS QUAD   -  ELIZABETH (1975)
 JX0992
 JX0992                         *CURRENT SURVEY CONTROL
 JX0992  ___________________________________________________________________
 JX0992* NAD 83(1986)-  39 06 35.     (N)    081 25 12.     (W)     SCALED    
 JX0992* NAVD 88     -       194.952  (meters)     639.61   (feet)  ADJUSTED  
 JX0992  ___________________________________________________________________
 JX0992  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JX0992  DYNAMIC HT  -         194.828 (meters)     639.20  (feet)  COMP
 JX0992  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 JX0992
 JX0992  VERT ORDER  -  SECOND    CLASS 0
 JX0992
 JX0992.The horizontal coordinates were scaled from a topographic map and have
 JX0992.an estimated accuracy of +/- 6 seconds.
 JX0992
 JX0992.The orthometric height was determined by differential leveling
 JX0992.and adjusted by the National Geodetic Survey in June 1991..
 JX0992
 JX0992.The geoid height was determined by GEOID03.
 JX0992
 JX0992.The dynamic height is computed by dividing the NAVD 88
 JX0992.geopotential number by the normal gravity value computed on the
 JX0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0992.degrees latitude (g = 980.6199 gals.).
 JX0992
 JX0992.The modeled gravity was interpolated from observed gravity values.
 JX0992
 JX0992;                    North         East    Units  Estimated Accuracy
 JX0992;SPC WV N     -    69,460.      433,950.      MT  (+/- 180 meters Scaled)
 JX0992
 JX0992                          SUPERSEDED SURVEY CONTROL
 JX0992
 JX0992  NGVD 29 (??/??/92)  195.130  (m)          640.19   (f) ADJ UNCH    2 0
 JX0992
 JX0992.Superseded values are not recommended for survey control.
 JX0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0992.See file dsdata.txt to determine how the superseded data were derived.
 JX0992
 JX0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD636290(NAD 83)
 JX0992_MARKER: DB = BENCH MARK DISK
 JX0992_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0992_SP_SET: CULVERT
 JX0992_STAMPING: J 76 1941
 JX0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0992
 JX0992  HISTORY     - Date     Condition        Report By
 JX0992  HISTORY     - 1941     MONUMENTED       CGS
 JX0992
 JX0992                          STATION DESCRIPTION
 JX0992
 JX0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JX0992'2.6 MI S FROM SLATE.
 JX0992'IN WIRT COUNTY, 2.6 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE
 JX0992'POST OFFICE AT SLATE, WOOD COUNTY, AT THE BOTTOM OF THE
 JX0992'SOUTH SLOPE OF GIBSON HILL, AT A CONCRETE CULVERT, IN THE CENTER
 JX0992'OF THE TOP OF THE WEST HEADWALL, 11.2 FEET WEST OF THE
 JX0992'CENTERLINE OF THE HIGHWAY, AND 5.7 FEET NORTH OF A WHITE
 JX0992'WOODEN POST STENCILED USBM.  A STANDARD DISK, STAMPED J 76 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0722 ***********************************************************************
 JW0722  DESIGNATION -  J 77
 JW0722  PID         -  JW0722
 JW0722  STATE/COUNTY-  WV/GRANT
 JW0722  USGS QUAD   -  GREENLAND GAP (1981)
 JW0722
 JW0722                         *CURRENT SURVEY CONTROL
 JW0722  ___________________________________________________________________
 JW0722* NAD 83(1986)-  39 13 52.     (N)    079 13 01.     (W)     SCALED    
 JW0722* NAVD 88     -       842.775  (meters)    2765.00   (feet)  ADJUSTED  
 JW0722  ___________________________________________________________________
 JW0722  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JW0722  DYNAMIC HT  -         842.159 (meters)    2762.98  (feet)  COMP
 JW0722  MODELED GRAV-     979,866.6   (mgal)                       NAVD 88
 JW0722
 JW0722  VERT ORDER  -  SECOND    CLASS 0
 JW0722
 JW0722.The horizontal coordinates were scaled from a topographic map and have
 JW0722.an estimated accuracy of +/- 6 seconds.
 JW0722
 JW0722.The orthometric height was determined by differential leveling
 JW0722.and adjusted by the National Geodetic Survey in June 1991..
 JW0722
 JW0722.The geoid height was determined by GEOID03.
 JW0722
 JW0722.The dynamic height is computed by dividing the NAVD 88
 JW0722.geopotential number by the normal gravity value computed on the
 JW0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0722.degrees latitude (g = 980.6199 gals.).
 JW0722
 JW0722.The modeled gravity was interpolated from observed gravity values.
 JW0722
 JW0722;                    North         East    Units  Estimated Accuracy
 JW0722;SPC WV N     -    81,200.      624,440.      MT  (+/- 180 meters Scaled)
 JW0722
 JW0722                          SUPERSEDED SURVEY CONTROL
 JW0722
 JW0722  NGVD 29 (??/??/92)  842.884  (m)         2765.36   (f) ADJ UNCH    2 0
 JW0722
 JW0722.Superseded values are not recommended for survey control.
 JW0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0722.See file dsdata.txt to determine how the superseded data were derived.
 JW0722
 JW0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD538439(NAD 83)
 JW0722_MARKER: DB = BENCH MARK DISK
 JW0722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0722_SP_SET: CULVERT
 JW0722_STAMPING: J 77 1941
 JW0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0722
 JW0722  HISTORY     - Date     Condition        Report By
 JW0722  HISTORY     - 1941     MONUMENTED       CGS
 JW0722  HISTORY     - 1954     GOOD             NGS
 JW0722
 JW0722                          STATION DESCRIPTION
 JW0722
 JW0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0722'3.4 MI SE FROM MOUNT STORM.
 JW0722'ABOUT 3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 42 FROM THE JUNCTION
 JW0722'WITH U.S. HIGHWAY 50 AT MOUNT STORM, GRANT COUNTY, ABOUT 0.1
 JW0722'MILE NORTH OF A SCHOOL BUS STATION, AT THE FOOT OF A HILL TO THE
 JW0722'NORTH, AT A CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST
 JW0722'CONCRETE HEAD WALL, 16.0 FEET WEST OF THE CENTER LINE OF THE
 JW0722'HIGHWAY, AND 5.3 FEET NORTH OF A WHITE WOODEN POST STENCILED
 JW0722'U.S.B.M.  A STANDARD DISK, STAMPED J 77 1941.
 JW0722
 JW0722                          STATION RECOVERY (1954)
 JW0722
 JW0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3057 ***********************************************************************
 JV3057  DESIGNATION -  J 78
 JV3057  PID         -  JV3057
 JV3057  STATE/COUNTY-  WV/JEFFERSON
 JV3057  USGS QUAD   -  BERRYVILLE (1981)
 JV3057
 JV3057                         *CURRENT SURVEY CONTROL
 JV3057  ___________________________________________________________________
 JV3057* NAD 83(1986)-  39 13 40.     (N)    077 57 12.     (W)     SCALED    
 JV3057* NAVD 88     -       187.980  (meters)     616.73   (feet)  ADJUSTED  
 JV3057  ___________________________________________________________________
 JV3057  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JV3057  DYNAMIC HT  -         187.863 (meters)     616.35  (feet)  COMP
 JV3057  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 JV3057
 JV3057  VERT ORDER  -  SECOND    CLASS 0
 JV3057
 JV3057.The horizontal coordinates were scaled from a topographic map and have
 JV3057.an estimated accuracy of +/- 6 seconds.
 JV3057
 JV3057.The orthometric height was determined by differential leveling
 JV3057.and adjusted by the National Geodetic Survey in June 1991..
 JV3057
 JV3057.The geoid height was determined by GEOID03.
 JV3057
 JV3057.The dynamic height is computed by dividing the NAVD 88
 JV3057.geopotential number by the normal gravity value computed on the
 JV3057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3057.degrees latitude (g = 980.6199 gals.).
 JV3057
 JV3057.The modeled gravity was interpolated from observed gravity values.
 JV3057
 JV3057;                    North         East    Units  Estimated Accuracy
 JV3057;SPC WV N     -    81,950.      733,540.      MT  (+/- 180 meters Scaled)
 JV3057
 JV3057                          SUPERSEDED SURVEY CONTROL
 JV3057
 JV3057  NGVD 29 (??/??/??)  188.152  (m)          617.30   (f) ADJUSTED    2 0
 JV3057
 JV3057.Superseded values are not recommended for survey control.
 JV3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3057.See file dsdata.txt to determine how the superseded data were derived.
 JV3057
 JV3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ450462(NAD 83)
 JV3057_MARKER: DB = BENCH MARK DISK
 JV3057_SETTING: 66 = SET IN ROCK OUTCROP
 JV3057_SP_SET: ROCK OUTCROP
 JV3057_STAMPING: J 78 1942
 JV3057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3057+STABILITY: POSITION/ELEVATION WELL
 JV3057
 JV3057  HISTORY     - Date     Condition        Report By
 JV3057  HISTORY     - 1942     MONUMENTED       CGS
 JV3057
 JV3057                          STATION DESCRIPTION
 JV3057
 JV3057'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3057'1.7 MI SW FROM SUMMIT POINT.
 JV3057'ABOUT 1.7 MILES SOUTHWEST ALONG A HIGHWAY FROM THE BALTIMORE AND
 JV3057'OHIO RAILROAD STATION AT SUMMIT POINT, JEFFERSON COUNTY, ABOUT
 JV3057'0.7 MILE NORTHEAST OF THE VIRGINIA-WEST VIRGINIA STATE LINE, AT
 JV3057'THE EDGE OF A FIELD, 21 FEET NORTHEAST OF THE CENTER LINE OF THE
 JV3057'HIGHWAY, 15.4 FEET NORTHWEST OF A 24-INCH ELM TREE, 4 FEET NORTHEAST
 JV3057'OF THE RIGHT-OF-WAY FENCE, AND IN A ROCK OUTCROP.  A STANDARD
 JV3057'DISK, STAMPED J 78 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0127 ***********************************************************************
 JX0127  DESIGNATION -  J 79
 JX0127  PID         -  JX0127
 JX0127  STATE/COUNTY-  WV/TAYLOR
 JX0127  USGS QUAD   -  ROSEMONT (1976)
 JX0127
 JX0127                         *CURRENT SURVEY CONTROL
 JX0127  ___________________________________________________________________
 JX0127* NAD 83(1986)-  39 15 57.     (N)    080 07 55.     (W)     SCALED    
 JX0127* NAVD 88     -       314.348  (meters)    1031.32   (feet)  ADJUSTED  
 JX0127  ___________________________________________________________________
 JX0127  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JX0127  DYNAMIC HT  -         314.151 (meters)    1030.68  (feet)  COMP
 JX0127  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JX0127
 JX0127  VERT ORDER  -  FIRST     CLASS II
 JX0127
 JX0127.The horizontal coordinates were scaled from a topographic map and have
 JX0127.an estimated accuracy of +/- 6 seconds.
 JX0127
 JX0127.The orthometric height was determined by differential leveling
 JX0127.and adjusted by the National Geodetic Survey in June 1991..
 JX0127
 JX0127.The geoid height was determined by GEOID03.
 JX0127
 JX0127.The dynamic height is computed by dividing the NAVD 88
 JX0127.geopotential number by the normal gravity value computed on the
 JX0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0127.degrees latitude (g = 980.6199 gals.).
 JX0127
 JX0127.The modeled gravity was interpolated from observed gravity values.
 JX0127
 JX0127;                    North         East    Units  Estimated Accuracy
 JX0127;SPC WV N     -    85,210.      545,470.      MT  (+/- 180 meters Scaled)
 JX0127
 JX0127                          SUPERSEDED SURVEY CONTROL
 JX0127
 JX0127  NGVD 29 (??/??/92)  314.535  (m)         1031.94   (f) ADJ UNCH    1 2
 JX0127
 JX0127.Superseded values are not recommended for survey control.
 JX0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0127.See file dsdata.txt to determine how the superseded data were derived.
 JX0127
 JX0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND748466(NAD 83)
 JX0127_MARKER: DB = BENCH MARK DISK
 JX0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0127_SP_SET: BRIDGE
 JX0127_STAMPING: J 79 1943
 JX0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0127
 JX0127  HISTORY     - Date     Condition        Report By
 JX0127  HISTORY     - 1943     MONUMENTED       CGS
 JX0127
 JX0127                          STATION DESCRIPTION
 JX0127
 JX0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0127'AT FLEMINGTON.
 JX0127'AT FLEMINGTON, TAYLOR COUNTY, 300 FEET SOUTHWEST OF THE
 JX0127'BALTIMORE AND OHIO RAILROAD STATION, AT A BRIDGE OVER STATE
 JX0127'HIGHWAY 77, IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT,
 JX0127'12 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND 1-1/2
 JX0127'FEET HIGHER THAN THE TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1686 ***********************************************************************
 HX1686  DESIGNATION -  J 8
 HX1686  PID         -  HX1686
 HX1686  STATE/COUNTY-  WV/CALHOUN
 HX1686  USGS QUAD   -  MILLSTONE (1965)
 HX1686
 HX1686                         *CURRENT SURVEY CONTROL
 HX1686  ___________________________________________________________________
 HX1686* NAD 83(1986)-  38 48 13.     (N)    081 03 40.     (W)     SCALED    
 HX1686* NAVD 88     -       366.276  (meters)    1201.69   (feet)  ADJUSTED  
 HX1686  ___________________________________________________________________
 HX1686  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HX1686  DYNAMIC HT  -         366.037 (meters)    1200.91  (feet)  COMP
 HX1686  MODELED GRAV-     979,964.1   (mgal)                       NAVD 88
 HX1686
 HX1686  VERT ORDER  -  SECOND    CLASS 0
 HX1686
 HX1686.The horizontal coordinates were scaled from a topographic map and have
 HX1686.an estimated accuracy of +/- 6 seconds.
 HX1686
 HX1686.The orthometric height was determined by differential leveling
 HX1686.and adjusted by the National Geodetic Survey in June 1991..
 HX1686
 HX1686.The geoid height was determined by GEOID03.
 HX1686
 HX1686.The dynamic height is computed by dividing the NAVD 88
 HX1686.geopotential number by the normal gravity value computed on the
 HX1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1686.degrees latitude (g = 980.6199 gals.).
 HX1686
 HX1686.The modeled gravity was interpolated from observed gravity values.
 HX1686
 HX1686;                    North         East    Units  Estimated Accuracy
 HX1686;SPC WV S     -   200,190.      594,690.      MT  (+/- 180 meters Scaled)
 HX1686
 HX1686                          SUPERSEDED SURVEY CONTROL
 HX1686
 HX1686  NGVD 29 (??/??/92)  366.448  (m)         1202.25   (f) ADJ UNCH    2 0
 HX1686
 HX1686.Superseded values are not recommended for survey control.
 HX1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1686.See file dsdata.txt to determine how the superseded data were derived.
 HX1686
 HX1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC946949(NAD 83)
 HX1686_MARKER: DB = BENCH MARK DISK
 HX1686_SETTING: 66 = SET IN ROCK OUTCROP
 HX1686_SP_SET: ROCK LEDGE
 HX1686_STAMPING: J 8 1933
 HX1686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1686+STABILITY: POSITION/ELEVATION WELL
 HX1686
 HX1686  HISTORY     - Date     Condition        Report By
 HX1686  HISTORY     - 1933     MONUMENTED       CGS
 HX1686
 HX1686                          STATION DESCRIPTION
 HX1686
 HX1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1686'2 MI NE FROM MILLSTONE.
 HX1686'2 MILES NORTHEAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HX1686'MILLSTONE, CALHOUN COUNTY, 0.3 MILE SOUTHWEST OF THE OCTAGONAL-SHAPED
 HX1686'METHODIST EPISCOPAL CHURCH, 8 YARDS NORTH OF THE CENTERLINE OF
 HX1686'THE HIGHWAY, AT THE EDGE OF THE WOODEN STEPS TO THE R.E. HALL
 HX1686'RESIDENCE, IN THE TOP OF A SANDSTONE LEDGE, AND 2 FEET HIGHER
 HX1686'THAN THE GROUND.  A STANDARD DISK, STAMPED J 8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0242 ***********************************************************************
 JX0242  DESIGNATION -  J 80
 JX0242  PID         -  JX0242
 JX0242  STATE/COUNTY-  WV/HARRISON
 JX0242  USGS QUAD   -  SALEM (1976)
 JX0242
 JX0242                         *CURRENT SURVEY CONTROL
 JX0242  ___________________________________________________________________
 JX0242* NAD 83(1986)-  39 17 38.     (N)    080 30 29.     (W)     SCALED    
 JX0242* NAVD 88     -       321.300  (meters)    1054.13   (feet)  POSTED    
 JX0242  ___________________________________________________________________
 JX0242  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JX0242  DYNAMIC HT  -         321.100 (meters)    1053.48  (feet)  COMP
 JX0242  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 JX0242
 JX0242  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JX0242
 JX0242.The horizontal coordinates were scaled from a topographic map and have
 JX0242.an estimated accuracy of +/- 6 seconds.
 JX0242
 JX0242.The orthometric height was determined by differential leveling
 JX0242.and adjusted by the National Geodetic Survey in 1992..
 JX0242.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JX0242.rate of 3.1 thru 4.0 mm/km.
 JX0242
 JX0242.The geoid height was determined by GEOID03.
 JX0242
 JX0242.The dynamic height is computed by dividing the NAVD 88
 JX0242.geopotential number by the normal gravity value computed on the
 JX0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0242.degrees latitude (g = 980.6199 gals.).
 JX0242
 JX0242.The modeled gravity was interpolated from observed gravity values.
 JX0242
 JX0242;                    North         East    Units  Estimated Accuracy
 JX0242;SPC WV N     -    88,620.      513,040.      MT  (+/- 180 meters Scaled)
 JX0242
 JX0242                          SUPERSEDED SURVEY CONTROL
 JX0242
 JX0242  NGVD 29 (??/??/92)  321.460  (m)         1054.66   (f) ADJ UNCH    1 2
 JX0242
 JX0242.Superseded values are not recommended for survey control.
 JX0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0242.See file dsdata.txt to determine how the superseded data were derived.
 JX0242
 JX0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND424495(NAD 83)
 JX0242_MARKER: DB = BENCH MARK DISK
 JX0242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0242_SP_SET: BRIDGE
 JX0242_STAMPING: J 80 1943
 JX0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0242
 JX0242  HISTORY     - Date     Condition        Report By
 JX0242  HISTORY     - 1943     MONUMENTED       CGS
 JX0242  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0242
 JX0242                          STATION DESCRIPTION
 JX0242
 JX0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0242'3 MI W FROM WOLF SUMMIT.
 JX0242'3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0242'STATION AT WOLF SUMMIT, HARRISON COUNTY, 250 FEET WEST OF THE
 JX0242'WEST END OF A TUNNEL, OPPOSITE POLE 312+30, AT BRIDGE 15, IN THE
 JX0242'TOP OF THE EAST END OF THE NORTH WALL, 8 FEET NORTH OF THE
 JX0242'CENTERLINE OF THE TRACK. AND 1 FOOT LOWER THAN THE TRACK.  A
 JX0242'STANDARD DISK.
 JX0242
 JX0242                          STATION RECOVERY (1983)
 JX0242
 JX0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0242'SEARCHED FOR BUT NOT RECOVERED, A RAILROAD TIE HAS BEEN PLACED OVER
 JX0242'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0273 ***********************************************************************
 JX0273  DESIGNATION -  J 81
 JX0273  PID         -  JX0273
 JX0273  STATE/COUNTY-  WV/DODDRIDGE
 JX0273  USGS QUAD   -  WEST UNION (1987)
 JX0273
 JX0273                         *CURRENT SURVEY CONTROL
 JX0273  ___________________________________________________________________
 JX0273* NAD 83(1986)-  39 17 46.     (N)    080 49 17.     (W)     SCALED    
 JX0273* NAVD 88     -       248.389  (meters)     814.92   (feet)  ADJUSTED  
 JX0273  ___________________________________________________________________
 JX0273  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JX0273  DYNAMIC HT  -         248.235 (meters)     814.42  (feet)  COMP
 JX0273  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 JX0273
 JX0273  VERT ORDER  -  FIRST     CLASS II
 JX0273
 JX0273.The horizontal coordinates were scaled from a topographic map and have
 JX0273.an estimated accuracy of +/- 6 seconds.
 JX0273
 JX0273.The orthometric height was determined by differential leveling
 JX0273.and adjusted by the National Geodetic Survey in June 1991..
 JX0273
 JX0273.The geoid height was determined by GEOID03.
 JX0273
 JX0273.The dynamic height is computed by dividing the NAVD 88
 JX0273.geopotential number by the normal gravity value computed on the
 JX0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0273.degrees latitude (g = 980.6199 gals.).
 JX0273
 JX0273.The modeled gravity was interpolated from observed gravity values.
 JX0273
 JX0273;                    North         East    Units  Estimated Accuracy
 JX0273;SPC WV N     -    89,220.      486,020.      MT  (+/- 180 meters Scaled)
 JX0273
 JX0273                          SUPERSEDED SURVEY CONTROL
 JX0273
 JX0273  NGVD 29 (??/??/92)  248.555  (m)          815.47   (f) ADJ UNCH    1 2
 JX0273
 JX0273.Superseded values are not recommended for survey control.
 JX0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0273.See file dsdata.txt to determine how the superseded data were derived.
 JX0273
 JX0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND154496(NAD 83)
 JX0273_MARKER: DB = BENCH MARK DISK
 JX0273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0273_SP_SET: BRIDGE
 JX0273_STAMPING: J 81 1943
 JX0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0273
 JX0273  HISTORY     - Date     Condition        Report By
 JX0273  HISTORY     - 1943     MONUMENTED       CGS
 JX0273
 JX0273                          STATION DESCRIPTION
 JX0273
 JX0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0273'2.7 MI W FROM WEST UNION.
 JX0273'2.7 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0273'STATION AT WEST UNION, DODDRIDGE COUNTY, AT CONCRETE BRIDGE 25,
 JX0273'IN THE TOP OF THE WEST END OF THE SOUTH WALL, 7 FEET SOUTH OF
 JX0273'THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.
 JX0273'A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0941 ***********************************************************************
 JX0941  DESIGNATION -  J 82
 JX0941  PID         -  JX0941
 JX0941  STATE/COUNTY-  WV/RITCHIE
 JX0941  USGS QUAD   -  HARRISVILLE (1975)
 JX0941
 JX0941                         *CURRENT SURVEY CONTROL
 JX0941  ___________________________________________________________________
 JX0941* NAD 83(1986)-  39 13 49.     (N)    081 06 56.     (W)     SCALED    
 JX0941* NAVD 88     -       210.481  (meters)     690.55   (feet)  ADJUSTED  
 JX0941  ___________________________________________________________________
 JX0941  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX0941  DYNAMIC HT  -         210.350 (meters)     690.12  (feet)  COMP
 JX0941  MODELED GRAV-     980,000.7   (mgal)                       NAVD 88
 JX0941
 JX0941  VERT ORDER  -  FIRST     CLASS II
 JX0941
 JX0941.The horizontal coordinates were scaled from a topographic map and have
 JX0941.an estimated accuracy of +/- 6 seconds.
 JX0941
 JX0941.The orthometric height was determined by differential leveling
 JX0941.and adjusted by the National Geodetic Survey in June 1991..
 JX0941
 JX0941.The geoid height was determined by GEOID03.
 JX0941
 JX0941.The dynamic height is computed by dividing the NAVD 88
 JX0941.geopotential number by the normal gravity value computed on the
 JX0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0941.degrees latitude (g = 980.6199 gals.).
 JX0941
 JX0941.The modeled gravity was interpolated from observed gravity values.
 JX0941
 JX0941;                    North         East    Units  Estimated Accuracy
 JX0941;SPC WV N     -    82,330.      460,520.      MT  (+/- 180 meters Scaled)
 JX0941
 JX0941                          SUPERSEDED SURVEY CONTROL
 JX0941
 JX0941  NGVD 29 (??/??/92)  210.660  (m)          691.14   (f) ADJ UNCH    1 2
 JX0941
 JX0941.Superseded values are not recommended for survey control.
 JX0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0941.See file dsdata.txt to determine how the superseded data were derived.
 JX0941
 JX0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD900423(NAD 83)
 JX0941_MARKER: DB = BENCH MARK DISK
 JX0941_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0941_SP_SET: BRIDGE
 JX0941_STAMPING: J 82 1943
 JX0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0941
 JX0941  HISTORY     - Date     Condition        Report By
 JX0941  HISTORY     - 1943     MONUMENTED       CGS
 JX0941
 JX0941                          STATION DESCRIPTION
 JX0941
 JX0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0941'0.2 MI NE FROM CORNWALLIS.
 JX0941'ABOUT 1/4 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0941'FROM THE STATION AT CORNWALLIS, RITCHIE COUNTY, ABOUT 100 FEET
 JX0941'SOUTHWEST OF THE SOUTHWEST ENTRANCE TO TUNNEL 13, AT BRIDGE 31
 JX0941'OVER BONDS CREEK, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 JX0941'STONE ABUTMENT, 22 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 JX0941'AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 JX0941'STAMPED J 82 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0977 ***********************************************************************
 JX0977  DESIGNATION -  J 83
 JX0977  PID         -  JX0977
 JX0977  STATE/COUNTY-  WV/WOOD
 JX0977  USGS QUAD   -  KANAWHA (1989)
 JX0977
 JX0977                         *CURRENT SURVEY CONTROL
 JX0977  ___________________________________________________________________
 JX0977* NAD 83(1986)-  39 10 22.     (N)    081 25 38.     (W)     SCALED    
 JX0977* NAVD 88     -       186.978  (meters)     613.44   (feet)  ADJUSTED  
 JX0977  ___________________________________________________________________
 JX0977  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JX0977  DYNAMIC HT  -         186.861 (meters)     613.06  (feet)  COMP
 JX0977  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 JX0977
 JX0977  VERT ORDER  -  FIRST     CLASS II
 JX0977
 JX0977.The horizontal coordinates were scaled from a topographic map and have
 JX0977.an estimated accuracy of +/- 6 seconds.
 JX0977
 JX0977.The orthometric height was determined by differential leveling
 JX0977.and adjusted by the National Geodetic Survey in June 1991..
 JX0977
 JX0977.The geoid height was determined by GEOID03.
 JX0977
 JX0977.The dynamic height is computed by dividing the NAVD 88
 JX0977.geopotential number by the normal gravity value computed on the
 JX0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0977.degrees latitude (g = 980.6199 gals.).
 JX0977
 JX0977.The modeled gravity was interpolated from observed gravity values.
 JX0977
 JX0977;                    North         East    Units  Estimated Accuracy
 JX0977;SPC WV N     -    76,480.      433,480.      MT  (+/- 180 meters Scaled)
 JX0977
 JX0977                          SUPERSEDED SURVEY CONTROL
 JX0977
 JX0977  NGVD 29 (??/??/92)  187.16   (m)          614.0    (f) COMPUTED    1 2
 JX0977
 JX0977.Superseded values are not recommended for survey control.
 JX0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0977.See file dsdata.txt to determine how the superseded data were derived.
 JX0977
 JX0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD630360(NAD 83)
 JX0977_MARKER: DB = BENCH MARK DISK
 JX0977_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0977_SP_SET: BRIDGE
 JX0977_STAMPING: J 83 1943
 JX0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0977
 JX0977  HISTORY     - Date     Condition        Report By
 JX0977  HISTORY     - 1943     MONUMENTED       CGS
 JX0977
 JX0977                          STATION DESCRIPTION
 JX0977
 JX0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0977'3 MI N FROM WALKER.
 JX0977'TO REACH FROM THE BALTIMORE AND OHIO RAILROAD STATION AT
 JX0977'WALKER, PROCEED 3.0 MILES WEST ALONG THE RAILROAD TO SITE OF
 JX0977'BENCH MARK.  BENCH MARK IS 7.0 FEET SOUTH OF AND ABOUT 1.0 FOOT
 JX0977'BELOW THE CENTERLINE OF THE TRACK.  IT IS SET HORIZONTALLY IN
 JX0977'THE WEST END OF THE SOUTHWEST CONCRETE RETAINING WALL OF BRIDGE
 JX0977'NO. 50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0978 ***********************************************************************
 JX0978  DESIGNATION -  J 83 RESET 1945
 JX0978  PID         -  JX0978
 JX0978  STATE/COUNTY-  WV/WOOD
 JX0978  USGS QUAD   -  KANAWHA (1989)
 JX0978
 JX0978                         *CURRENT SURVEY CONTROL
 JX0978  ___________________________________________________________________
 JX0978* NAD 83(1986)-  39 10 22.     (N)    081 25 38.     (W)     SCALED    
 JX0978* NAVD 88     -       187.54   (meters)     615.3    (feet)  RESET     
 JX0978  ___________________________________________________________________
 JX0978  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JX0978
 JX0978  VERT ORDER  -  THIRD
 JX0978
 JX0978.The horizontal coordinates were scaled from a topographic map and have
 JX0978.an estimated accuracy of +/- 6 seconds.
 JX0978
 JX0978.The orthometric height was computed from unverified reset data.
 JX0978.No vertical observational check was made to the station.
 JX0978
 JX0978.The geoid height was determined by GEOID03.
 JX0978
 JX0978;                    North         East    Units  Estimated Accuracy
 JX0978;SPC WV N     -    76,480.      433,480.      MT  (+/- 180 meters Scaled)
 JX0978
 JX0978                          SUPERSEDED SURVEY CONTROL
 JX0978
 JX0978  NGVD 29 (??/??/??)  187.73   (m)          615.9    (f) RESET       3  
 JX0978
 JX0978.Superseded values are not recommended for survey control.
 JX0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0978.See file dsdata.txt to determine how the superseded data were derived.
 JX0978
 JX0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD630360(NAD 83)
 JX0978_MARKER: DB = BENCH MARK DISK
 JX0978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0978_SP_SET: BRIDGE
 JX0978_STAMPING: J 83 RESET 1945
 JX0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0978
 JX0978  HISTORY     - Date     Condition        Report By
 JX0978  HISTORY     - 1945     MONUMENTED       CGS
 JX0978  HISTORY     - 1963     GOOD             NGS
 JX0978
 JX0978                          STATION DESCRIPTION
 JX0978
 JX0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JX0978'3 MI W FROM WALKER.
 JX0978'3.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0978'STATION AT WALKER, WOOD COUNTY, AT BRIDGE 50 OVER WALKER CREEK,
 JX0978'IN THE TOP OF THE WEST END OF THE SOUTHWEST BACKWALL, 7 FEET
 JX0978'SOUTH OF THE CENTERLINE OF THE TRACK, AND 0.7 FOOT LOWER THAN
 JX0978'THE TOP OF THE LOW RAIL.
 JX0978
 JX0978                          STATION RECOVERY (1963)
 JX0978
 JX0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1125 ***********************************************************************
 JX1125  DESIGNATION -  J 85
 JX1125  PID         -  JX1125
 JX1125  STATE/COUNTY-  WV/WOOD
 JX1125  USGS QUAD   -  POND CREEK (1994)
 JX1125
 JX1125                         *CURRENT SURVEY CONTROL
 JX1125  ___________________________________________________________________
 JX1125* NAD 83(1995)-  39 07 29.25474(N)    081 43 54.62042(W)     ADJUSTED  
 JX1125* NAVD 88     -       180.613  (meters)     592.56   (feet)  ADJUSTED  
 JX1125  ___________________________________________________________________
 JX1125  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 JX1125  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JX1125  DYNAMIC HT  -         180.499 (meters)     592.19  (feet)  COMP
 JX1125  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 JX1125
 JX1125  HORZ ORDER  -  SECOND
 JX1125  VERT ORDER  -  FIRST     CLASS II
 JX1125
 JX1125.The horizontal coordinates were established by classical geodetic methods
 JX1125.and adjusted by the National Geodetic Survey in April 1998..
 JX1125
 JX1125.The orthometric height was determined by differential leveling
 JX1125.and adjusted by the National Geodetic Survey in June 1991..
 JX1125
 JX1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1125
 JX1125.The geoid height was determined by GEOID03.
 JX1125
 JX1125.The dynamic height is computed by dividing the NAVD 88
 JX1125.geopotential number by the normal gravity value computed on the
 JX1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1125.degrees latitude (g = 980.6199 gals.).
 JX1125
 JX1125.The modeled gravity was interpolated from observed gravity values.
 JX1125
 JX1125;                    North         East     Units Scale Factor Converg.
 JX1125;SPC WV N     -    71,759.765   407,027.840   MT  0.99997875   -1 25 24.3
 JX1125;UTM  17      - 4,330,880.086   436,739.891   MT  0.99964927   -0 27 42.5
 JX1125
 JX1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1125!SPC WV N     -   0.99997704  x   0.99997875  =   0.99995579
 JX1125!UTM  17      -   0.99997704  x   0.99964927  =   0.99962632
 JX1125
 JX1125:                Primary Azimuth Mark                     Grid Az
 JX1125:SPC WV N     -  BELLEVILLE                               224 43 39.9
 JX1125:UTM  17      -  BELLEVILLE                               223 45 58.1
 JX1125
 JX1125|---------------------------------------------------------------------|
 JX1125| PID    Reference Object                     Distance      Geod. Az  |
 JX1125|                                                           dddmmss.s |
 JX1125| JX2201 BELLEVILLE                          APPROX. 0.9 KM 2231815.6 |
 JX1125| JX2200 J 85 A PT                            13.076 METERS 31536     |
 JX1125|---------------------------------------------------------------------|
 JX1125
 JX1125                          SUPERSEDED SURVEY CONTROL
 JX1125
 JX1125  NAD 83(1995)-  39 07 29.25815(N)    081 43 54.62611(W) AD(       ) 2
 JX1125  NAD 83(1986)-  39 07 29.25869(N)    081 43 54.62561(W) AD(       ) 2
 JX1125  NAD 27      -  39 07 28.97972(N)    081 43 55.15447(W) AD(       ) 2
 JX1125  NGVD 29 (??/??/92)  180.788  (m)          593.14   (f) ADJ UNCH    1 2
 JX1125
 JX1125.Superseded values are not recommended for survey control.
 JX1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1125.See file dsdata.txt to determine how the superseded data were derived.
 JX1125
 JX1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD3674030880(NAD 83)
 JX1125_MARKER: DB = BENCH MARK DISK
 JX1125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1125_SP_SET: CONCRETE BASE
 JX1125_STAMPING: J 85 1943
 JX1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1125
 JX1125  HISTORY     - Date     Condition        Report By
 JX1125  HISTORY     - 1943     MONUMENTED       CGS
 JX1125  HISTORY     - 1956     POOR             NGS
 JX1125  HISTORY     - 1975     GOOD             NGS
 JX1125  HISTORY     - 1976     POOR             NGS
 JX1125
 JX1125                          STATION DESCRIPTION
 JX1125
 JX1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1125'AT BELLEVILLE.
 JX1125'AT BELLEVILLE, ALONG THE BALTIMORE AND OHIO RAILROAD, IN THE
 JX1125'TOP OF THE NORTHEAST CORNER OF CONCRETE BASE OF A SEMAPHORE,
 JX1125'10 1/2 FEET WEST OF WEST RAIL, 112 FEET NORTH OF CENTER OF A
 JX1125'ROAD CROSSING, 43 FEET NORTHWEST AND ACROSS TRACK FROM SOUTHWEST
 JX1125'CORNER OF STATION, 30 1/2 FEET WEST AND ACROSS TRACK FROM THE
 JX1125'WEST FACE OF BAY WINDOW OF STATION, 12 1/2 FEET NORTHEAST OF
 JX1125'TELEPHONE POLE NO. 111/31 AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 JX1125'TRACK.
 JX1125
 JX1125                          STATION RECOVERY (1975)
 JX1125
 JX1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX1125'THE MARK WAS RECOVERED AS DESCRIBED.  A TRAVERSE AND ELEVATION TIE
 JX1125'USING EDM EQUIPMENT WAS MADE TO TRAVERSE STATION BELLEVILLE
 JX1125'1975.  THIS MARK SERVES AS THE AZIMUTH MARK FOR THAT STATION.
 JX1125
 JX1125                          STATION RECOVERY (1976)
 JX1125
 JX1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1125'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1587 ***********************************************************************
 GX1587  DESIGNATION -  J 86
 GX1587  PID         -  GX1587
 GX1587  STATE/COUNTY-  WV/MCDOWELL
 GX1587  USGS QUAD   -  PANTHER (1977)
 GX1587
 GX1587                         *CURRENT SURVEY CONTROL
 GX1587  ___________________________________________________________________
 GX1587* NAD 83(1986)-  37 26 50.     (N)    081 57 11.     (W)     SCALED    
 GX1587* NAVD 88     -       484.020  (meters)    1587.99   (feet)  ADJUSTED  
 GX1587  ___________________________________________________________________
 GX1587  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GX1587  DYNAMIC HT  -         483.625 (meters)    1586.69  (feet)  COMP
 GX1587  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 GX1587
 GX1587  VERT ORDER  -  SECOND    CLASS 0
 GX1587
 GX1587.The horizontal coordinates were scaled from a topographic map and have
 GX1587.an estimated accuracy of +/- 6 seconds.
 GX1587
 GX1587.The orthometric height was determined by differential leveling
 GX1587.and adjusted by the National Geodetic Survey in June 1991..
 GX1587
 GX1587.The geoid height was determined by GEOID03.
 GX1587
 GX1587.The dynamic height is computed by dividing the NAVD 88
 GX1587.geopotential number by the normal gravity value computed on the
 GX1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1587.degrees latitude (g = 980.6199 gals.).
 GX1587
 GX1587.The modeled gravity was interpolated from observed gravity values.
 GX1587
 GX1587;                    North         East    Units  Estimated Accuracy
 GX1587;SPC WV S     -    50,070.      515,670.      MT  (+/- 180 meters Scaled)
 GX1587
 GX1587                          SUPERSEDED SURVEY CONTROL
 GX1587
 GX1587  NGVD 29 (??/??/92)  484.212  (m)         1588.62   (f) ADJ UNCH    2 0
 GX1587
 GX1587.Superseded values are not recommended for survey control.
 GX1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1587.See file dsdata.txt to determine how the superseded data were derived.
 GX1587
 GX1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB156449(NAD 83)
 GX1587_MARKER: DB = BENCH MARK DISK
 GX1587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1587_SP_SET: DRILL HOLE
 GX1587_STAMPING: J 86 1952 1588.619
 GX1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1587
 GX1587  HISTORY     - Date     Condition        Report By
 GX1587  HISTORY     - 1952     MONUMENTED       CGS
 GX1587  HISTORY     - 1956     GOOD             NGS
 GX1587  HISTORY     - 1963     GOOD             USGS
 GX1587
 GX1587                          STATION DESCRIPTION
 GX1587
 GX1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GX1587'5.1 MI SW FROM PANTHER.
 GX1587'5.1 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE NORFOLK AND
 GX1587'WESTERN RAILROAD STATION AT PANTHER, 0.1 MILE NORTHEAST OF THE
 GX1587'TOP OF A LONG HILL AND THE WEST VIRGINIA-VIRGINIA STATE LINE, SET
 GX1587'IN THE TOP OF A LEDGE AT THE NORTHEAST END OF A ROCK CUT, 23
 GX1587'FEET SOUTHEAST OF CENTER OF ROAD, 54 FEET NORTHEAST OF SOUTHEAST
 GX1587'END OF A 24-INCH PIPE CULVERT, 5 FEET NORTHEAST AND 1.5 FEET
 GX1587'BELOW A 12-INCH TRIANGLE CHISELED IN FACE OF LEDGE AND 3.5 FEET
 GX1587'ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM GUESS FORK,
 GX1587'BUCHANAN COUNTY, VIRGINIA BY GOING 3.05 MILES NORTHEAST ALONG
 GX1587'COUNTY ROAD 646 FROM POST OFFICE AND SCHOOL, TO POINT 0.1 MILE
 GX1587'NORTHEAST OF THE VIRGINIA - WEST VIRGINIA STATE LINE.
 GX1587
 GX1587                          STATION RECOVERY (1963)
 GX1587
 GX1587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GX1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1104 ***********************************************************************
 GX1104  DESIGNATION -  J 87
 GX1104  PID         -  GX1104
 GX1104  STATE/COUNTY-  WV/RALEIGH
 GX1104  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1104
 GX1104                         *CURRENT SURVEY CONTROL
 GX1104  ___________________________________________________________________
 GX1104* NAD 83(1986)-  37 44 45.     (N)    081 07 30.     (W)     SCALED    
 GX1104* NAVD 88     -       717.531  (meters)    2354.10   (feet)  ADJUSTED  
 GX1104  ___________________________________________________________________
 GX1104  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX1104  DYNAMIC HT  -         716.920 (meters)    2352.09  (feet)  COMP
 GX1104  MODELED GRAV-     979,754.8   (mgal)                       NAVD 88
 GX1104
 GX1104  VERT ORDER  -  SECOND    CLASS 0
 GX1104
 GX1104.The horizontal coordinates were scaled from a topographic map and have
 GX1104.an estimated accuracy of +/- 6 seconds.
 GX1104
 GX1104.The orthometric height was determined by differential leveling
 GX1104.and adjusted by the National Geodetic Survey in June 1991..
 GX1104
 GX1104.The geoid height was determined by GEOID03.
 GX1104
 GX1104.The dynamic height is computed by dividing the NAVD 88
 GX1104.geopotential number by the normal gravity value computed on the
 GX1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1104.degrees latitude (g = 980.6199 gals.).
 GX1104
 GX1104.The modeled gravity was interpolated from observed gravity values.
 GX1104
 GX1104;                    North         East    Units  Estimated Accuracy
 GX1104;SPC WV S     -    82,790.      588,980.      MT  (+/- 180 meters Scaled)
 GX1104
 GX1104                          SUPERSEDED SURVEY CONTROL
 GX1104
 GX1104  NGVD 29 (??/??/92)  717.671  (m)         2354.56   (f) ADJ UNCH    2 0
 GX1104
 GX1104.Superseded values are not recommended for survey control.
 GX1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1104.See file dsdata.txt to determine how the superseded data were derived.
 GX1104
 GX1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB889776(NAD 83)
 GX1104_MARKER: DB = BENCH MARK DISK
 GX1104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1104_SP_SET: BUILDING
 GX1104_STAMPING: J 87 1960
 GX1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1104
 GX1104  HISTORY     - Date     Condition        Report By
 GX1104  HISTORY     - 1960     MONUMENTED       CGS
 GX1104  HISTORY     - 1977     GOOD             BAKER
 GX1104
 GX1104                          STATION DESCRIPTION
 GX1104
 GX1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1104'AT BEAVER.
 GX1104'AT BEAVER, AT SHADY SPRING HIGH SCHOOL, 55 YARDS NORTHEAST OF
 GX1104'THE CENTER LINE OF STATE HIGHWAY 3 (ALSO U.S. HIGHWAYS 19 AND
 GX1104'21), SET VERTICALLY IN THE SOUTHWEST FACE OF RED BRICK MAIN
 GX1104'PART OF GYMNASIUM AND AUDITORIUM BUILDING, 2 FEET NORTHWEST OF
 GX1104'THE SOUTH CORNER OF MAIN PART OF BUILDING, 2 1/2 FEET ABOVE THE
 GX1104'LEVEL OF THE GROUND, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE
 GX1104'HIGHWAY.
 GX1104
 GX1104                          STATION RECOVERY (1977)
 GX1104
 GX1104'RECOVERY NOTE BY M BAKER JR INCORPORATED 1977
 GX1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0188 ***********************************************************************
 JX0188  DESIGNATION -  J 9
 JX0188  PID         -  JX0188
 JX0188  STATE/COUNTY-  WV/LEWIS
 JX0188  USGS QUAD   -  WESTON (1977)
 JX0188
 JX0188                         *CURRENT SURVEY CONTROL
 JX0188  ___________________________________________________________________
 JX0188* NAD 83(1986)-  39 02 28.     (N)    080 28 05.     (W)     SCALED    
 JX0188* NAVD 88     -       309.892  (meters)    1016.70   (feet)  ADJUSTED  
 JX0188  ___________________________________________________________________
 JX0188  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JX0188  DYNAMIC HT  -         309.691 (meters)    1016.04  (feet)  COMP
 JX0188  MODELED GRAV-     979,971.3   (mgal)                       NAVD 88
 JX0188
 JX0188  VERT ORDER  -  SECOND    CLASS 0
 JX0188
 JX0188.The horizontal coordinates were scaled from a topographic map and have
 JX0188.an estimated accuracy of +/- 6 seconds.
 JX0188
 JX0188.The orthometric height was determined by differential leveling
 JX0188.and adjusted by the National Geodetic Survey in June 1991..
 JX0188
 JX0188.The geoid height was determined by GEOID03.
 JX0188
 JX0188.The dynamic height is computed by dividing the NAVD 88
 JX0188.geopotential number by the normal gravity value computed on the
 JX0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0188.degrees latitude (g = 980.6199 gals.).
 JX0188
 JX0188.The modeled gravity was interpolated from observed gravity values.
 JX0188
 JX0188;                    North         East    Units  Estimated Accuracy
 JX0188;SPC WV S     -   226,690.      646,060.      MT  (+/- 180 meters Scaled)
 JX0188
 JX0188                          SUPERSEDED SURVEY CONTROL
 JX0188
 JX0188  NGVD 29 (??/??/92)  310.060  (m)         1017.26   (f) ADJ UNCH    2 0
 JX0188
 JX0188.Superseded values are not recommended for survey control.
 JX0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0188.See file dsdata.txt to determine how the superseded data were derived.
 JX0188
 JX0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND460214(NAD 83)
 JX0188_MARKER: DB = BENCH MARK DISK
 JX0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0188_SP_SET: BRIDGE
 JX0188_STAMPING: J 9 1933
 JX0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0188
 JX0188  HISTORY     - Date     Condition        Report By
 JX0188  HISTORY     - 1933     MONUMENTED       CGS
 JX0188
 JX0188                          STATION DESCRIPTION
 JX0188
 JX0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0188'AT WESTON.
 JX0188'AT WESTON, LEWIS COUNTY, 26 RAILS NORTH OF THE BALTIMORE AND
 JX0188'OHIO RAILROAD STATION, ON THE WEST SIDE OF BRIDGE 25-A, IN THE
 JX0188'TOP OF THE SOUTH END OF THE CONCRETE COPING, 14 FEET WEST OF THE
 JX0188'CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE TRACK.  A
 JX0188'STANDARD DISK, STAMPED J 9 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1045 ***********************************************************************
 JX1045  DESIGNATION -  J 91
 JX1045  PID         -  JX1045
 JX1045  STATE/COUNTY-  WV/WIRT
 JX1045  USGS QUAD   -  ELIZABETH (1975)
 JX1045
 JX1045                         *CURRENT SURVEY CONTROL
 JX1045  ___________________________________________________________________
 JX1045* NAD 83(1986)-  39 02 55.     (N)    081 29 43.     (W)     SCALED    
 JX1045* NAVD 88     -       213.591  (meters)     700.76   (feet)  ADJUSTED  
 JX1045  ___________________________________________________________________
 JX1045  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JX1045  DYNAMIC HT  -         213.455 (meters)     700.31  (feet)  COMP
 JX1045  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 JX1045
 JX1045  VERT ORDER  -  SECOND    CLASS 0
 JX1045
 JX1045.The horizontal coordinates were scaled from a topographic map and have
 JX1045.an estimated accuracy of +/- 6 seconds.
 JX1045
 JX1045.The orthometric height was determined by differential leveling
 JX1045.and adjusted by the National Geodetic Survey in June 1991..
 JX1045
 JX1045.The geoid height was determined by GEOID03.
 JX1045
 JX1045.The dynamic height is computed by dividing the NAVD 88
 JX1045.geopotential number by the normal gravity value computed on the
 JX1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1045.degrees latitude (g = 980.6199 gals.).
 JX1045
 JX1045.The modeled gravity was interpolated from observed gravity values.
 JX1045
 JX1045;                    North         East    Units  Estimated Accuracy
 JX1045;SPC WV N     -    62,820.      427,290.      MT  (+/- 180 meters Scaled)
 JX1045
 JX1045                          SUPERSEDED SURVEY CONTROL
 JX1045
 JX1045  NGVD 29 (??/??/92)  213.770  (m)          701.34   (f) ADJ UNCH    2 0
 JX1045
 JX1045.Superseded values are not recommended for survey control.
 JX1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1045.See file dsdata.txt to determine how the superseded data were derived.
 JX1045
 JX1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD571222(NAD 83)
 JX1045_MARKER: DB = BENCH MARK DISK
 JX1045_SETTING: 66 = SET IN ROCK OUTCROP
 JX1045_SP_SET: ROCK CUT
 JX1045_STAMPING: J 91 1956
 JX1045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1045+STABILITY: POSITION/ELEVATION WELL
 JX1045
 JX1045  HISTORY     - Date     Condition        Report By
 JX1045  HISTORY     - 1956     MONUMENTED       CGS
 JX1045
 JX1045                          STATION DESCRIPTION
 JX1045
 JX1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1045'7 MI W FROM ELIZABETH.
 JX1045'0.75 MILE WEST ALONG STATE HIGHWAY 14 FROM THE COURT HOUSE AT
 JX1045'ELIZABETH, THENCE ABOUT 6.2 MILES SOUTHWEST AND WEST ALONG A
 JX1045'BLACK TOP AND GRAVEL ROAD FOLLOWING TUCKER CREEK, ABOUT 0.2 MILE
 JX1045'NORTHWEST OF THE JUNCTION OF ROAD LEADING SOUTH TO WINDY AT
 JX1045'MORRISTOWN, ABOUT 40 YARDS NORTHWEST OF CENTER OF JUNCTION OF A
 JX1045'ROAD LEADING NORTHWEST AND UPHILL, 57 FEET NORTH AND ACROSS ROAD
 JX1045'NORTHWEST FROM CENTER LINE OF GRAVEL ROAD FOLLOWING TUCKER
 JX1045'CREEK, 17 FEET NORTHEAST OF CENTER LINE OF ROAD NORTHWEST, SET
 JX1045'VERTICALLY IN THE SOUTHWEST FACE OF A 6-FOOT HIGH AND 50-FOOT
 JX1045'LONG SMOOTH ROCK CUT, 6 FEET NORTHWEST OF SOUTHEAST END OF ROCK
 JX1045'CUT, 1 FOOT ABOVE LEVEL OF ROAD NORTHWEST AND ABOUT 10 FEET
 JX1045'ABOVE LEVEL OF TUCKER CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1210 ***********************************************************************
 JX1210  DESIGNATION -  J 92
 JX1210  PID         -  JX1210
 JX1210  STATE/COUNTY-  WV/WIRT
 JX1210  USGS QUAD   -  ROCKPORT (1975)
 JX1210
 JX1210                         *CURRENT SURVEY CONTROL
 JX1210  ___________________________________________________________________
 JX1210* NAD 83(1986)-  39 00 52.     (N)    081 31 25.     (W)     SCALED    
 JX1210* NAVD 88     -       324.172  (meters)    1063.55   (feet)  ADJUSTED  
 JX1210  ___________________________________________________________________
 JX1210  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JX1210  DYNAMIC HT  -         323.966 (meters)    1062.88  (feet)  COMP
 JX1210  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 JX1210
 JX1210  VERT ORDER  -  SECOND    CLASS 0
 JX1210
 JX1210.The horizontal coordinates were scaled from a topographic map and have
 JX1210.an estimated accuracy of +/- 6 seconds.
 JX1210
 JX1210.The orthometric height was determined by differential leveling
 JX1210.and adjusted by the National Geodetic Survey in June 1991..
 JX1210
 JX1210.The geoid height was determined by GEOID03.
 JX1210
 JX1210.The dynamic height is computed by dividing the NAVD 88
 JX1210.geopotential number by the normal gravity value computed on the
 JX1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1210.degrees latitude (g = 980.6199 gals.).
 JX1210
 JX1210.The modeled gravity was interpolated from observed gravity values.
 JX1210
 JX1210;                    North         East    Units  Estimated Accuracy
 JX1210;SPC WV N     -    59,090.      424,750.      MT  (+/- 180 meters Scaled)
 JX1210
 JX1210                          SUPERSEDED SURVEY CONTROL
 JX1210
 JX1210  NGVD 29 (??/??/92)  324.350  (m)         1064.14   (f) ADJ UNCH    2 0
 JX1210
 JX1210.Superseded values are not recommended for survey control.
 JX1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1210.See file dsdata.txt to determine how the superseded data were derived.
 JX1210
 JX1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD546185(NAD 83)
 JX1210_MARKER: DR = REFERENCE MARK DISK
 JX1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1210_STAMPING: J 92 1956
 JX1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1210+STABILITY: SURFACE MOTION
 JX1210
 JX1210  HISTORY     - Date     Condition        Report By
 JX1210  HISTORY     - 1956     MONUMENTED       CGS
 JX1210
 JX1210                          STATION DESCRIPTION
 JX1210
 JX1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1210'1.2 MI S FROM WINDY.
 JX1210'1.25 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AND
 JX1210'ROAD JUNCTION AT WINDY, ABOUT 0.4 MILE NORTH OF MT. HOPE E.U.B.
 JX1210'CHURCH, AT A CHURCH AND CEMETERY, 87 YARDS SOUTHWEST OF JUNCTION
 JX1210'OF A ROAD SOUTHEAST AND A CURVE IN ROAD WITH TANGENTS EXTENDING
 JX1210'SOUTHWEST AND NORTHWEST, 41 1/2 FEET SOUTHEAST OF CENTER LINE OF
 JX1210'ROAD, 1 FOOT NORTHWEST OF CEMETERY FENCE, 85 FEET SOUTHWEST OF
 JX1210'NORTH CORNER OF CHURCH, 47 1/2 FEET NORTHEAST OF CENTER OF A GATE
 JX1210'IN CEMETERY FENCE, 11 FEET WEST-NORTHWEST OF TOMBSTONE OF
 JX1210'LUCRETA SHEPPARD, 4 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 JX1210'POST, ABOUT 5 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 JX1210'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2485 ***********************************************************************
 HX2485  DESIGNATION -  J 93
 HX2485  PID         -  HX2485
 HX2485  STATE/COUNTY-  WV/JACKSON
 HX2485  USGS QUAD   -  GAY (1987)
 HX2485
 HX2485                         *CURRENT SURVEY CONTROL
 HX2485  ___________________________________________________________________
 HX2485* NAD 83(1986)-  38 49 20.     (N)    081 33 24.     (W)     SCALED    
 HX2485* NAVD 88     -       198.804  (meters)     652.24   (feet)  ADJUSTED  
 HX2485  ___________________________________________________________________
 HX2485  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HX2485  DYNAMIC HT  -         198.673 (meters)     651.81  (feet)  COMP
 HX2485  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 HX2485
 HX2485  VERT ORDER  -  SECOND    CLASS 0
 HX2485
 HX2485.The horizontal coordinates were scaled from a topographic map and have
 HX2485.an estimated accuracy of +/- 6 seconds.
 HX2485
 HX2485.The orthometric height was determined by differential leveling
 HX2485.and adjusted by the National Geodetic Survey in June 1991..
 HX2485
 HX2485.The geoid height was determined by GEOID03.
 HX2485
 HX2485.The dynamic height is computed by dividing the NAVD 88
 HX2485.geopotential number by the normal gravity value computed on the
 HX2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2485.degrees latitude (g = 980.6199 gals.).
 HX2485
 HX2485.The modeled gravity was interpolated from observed gravity values.
 HX2485
 HX2485;                    North         East    Units  Estimated Accuracy
 HX2485;SPC WV S     -   202,400.      551,660.      MT  (+/- 180 meters Scaled)
 HX2485
 HX2485                          SUPERSEDED SURVEY CONTROL
 HX2485
 HX2485  NGVD 29 (??/??/92)  198.973  (m)          652.80   (f) ADJ UNCH    2 0
 HX2485
 HX2485.Superseded values are not recommended for survey control.
 HX2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2485.See file dsdata.txt to determine how the superseded data were derived.
 HX2485
 HX2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC516971(NAD 83)
 HX2485_MARKER: DB = BENCH MARK DISK
 HX2485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2485_SP_SET: CULVERT
 HX2485_STAMPING: J 93 1956
 HX2485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2485
 HX2485  HISTORY     - Date     Condition        Report By
 HX2485  HISTORY     - 1956     MONUMENTED       CGS
 HX2485
 HX2485                          STATION DESCRIPTION
 HX2485
 HX2485'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2485'1.2 MI W FROM MARSHALL.
 HX2485'ABOUT 1.2 MILES WEST ALONG U.S. HIGHWAY 33 FROM THE BRIDGE OVER
 HX2485'BUFFALO CREEK AT MARSHALL, ABOUT 0.6 MILE EAST OF HIGHWAY
 HX2485'BRIDGE OVER LITTLE CREEK AND JUNCTION OF A GRAVEL ROAD LEADING
 HX2485'NORTHEAST, IN THE TOP AND 4 FEET WEST OF CENTER OF THE NORTH
 HX2485'HEAD WALL OF A 4-FOOT CONCRETE CULVERT, 18 1/2 FEET NORTH OF
 HX2485'CENTER LINE OF HIGHWAY, NORTHEAST AND ACROSS HIGHWAY FROM
 HX2485'TELEPHONE POLE NO. 24/204, ABOUT 1 1/2 FEET BELOW LEVEL OF
 HX2485'HIGHWAY.  NOTE-- THE MARK MAY BE COVERED WITH SEVERAL INCHES OF
 HX2485'FILL DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1762 ***********************************************************************
 HX1762  DESIGNATION -  J 94
 HX1762  PID         -  HX1762
 HX1762  STATE/COUNTY-  WV/ROANE
 HX1762  USGS QUAD   -  WALTON (1976)
 HX1762
 HX1762                         *CURRENT SURVEY CONTROL
 HX1762  ___________________________________________________________________
 HX1762* NAD 83(1986)-  38 42 17.     (N)    081 24 42.     (W)     SCALED    
 HX1762* NAVD 88     -       242.669  (meters)     796.16   (feet)  ADJUSTED  
 HX1762  ___________________________________________________________________
 HX1762  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HX1762  DYNAMIC HT  -         242.506 (meters)     795.62  (feet)  COMP
 HX1762  MODELED GRAV-     979,952.0   (mgal)                       NAVD 88
 HX1762
 HX1762  VERT ORDER  -  SECOND    CLASS 0
 HX1762
 HX1762.The horizontal coordinates were scaled from a topographic map and have
 HX1762.an estimated accuracy of +/- 6 seconds.
 HX1762
 HX1762.The orthometric height was determined by differential leveling
 HX1762.and adjusted by the National Geodetic Survey in June 1991..
 HX1762
 HX1762.The geoid height was determined by GEOID03.
 HX1762
 HX1762.The dynamic height is computed by dividing the NAVD 88
 HX1762.geopotential number by the normal gravity value computed on the
 HX1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1762.degrees latitude (g = 980.6199 gals.).
 HX1762
 HX1762.The modeled gravity was interpolated from observed gravity values.
 HX1762
 HX1762;                    North         East    Units  Estimated Accuracy
 HX1762;SPC WV S     -   189,290.      564,190.      MT  (+/- 180 meters Scaled)
 HX1762
 HX1762                          SUPERSEDED SURVEY CONTROL
 HX1762
 HX1762  NGVD 29 (??/??/92)  242.837  (m)          796.71   (f) ADJ UNCH    2 0
 HX1762
 HX1762.Superseded values are not recommended for survey control.
 HX1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1762.See file dsdata.txt to determine how the superseded data were derived.
 HX1762
 HX1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC642840(NAD 83)
 HX1762_MARKER: DB = BENCH MARK DISK
 HX1762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1762_SP_SET: BRIDGE
 HX1762_STAMPING: J 94 1956
 HX1762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1762
 HX1762  HISTORY     - Date     Condition        Report By
 HX1762  HISTORY     - 1956     MONUMENTED       CGS
 HX1762
 HX1762                          STATION DESCRIPTION
 HX1762
 HX1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1762'AT GANDEEVILLE.
 HX1762'AT GANDEEVILLE, ABOUT 135 YARDS WEST ALONG A BLACK TOP ROAD
 HX1762'LEADING TO HARMONY FROM THE JUNCTION OF STATE HIGHWAY 14, IN THE
 HX1762'TOP OF EAST END OF SOUTH CONCRETE HEAD WALL OF A 12-FOOT
 HX1762'CONCRETE AND STONE BRIDGE OVER BIG LICK RUN, 11 FEET SOUTH OF
 HX1762'CENTER LINE OF ROAD AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2529 ***********************************************************************
 HX2529  DESIGNATION -  J 95
 HX2529  PID         -  HX2529
 HX2529  STATE/COUNTY-  WV/KANAWHA
 HX2529  USGS QUAD   -  ROMANCE (1975)
 HX2529
 HX2529                         *CURRENT SURVEY CONTROL
 HX2529  ___________________________________________________________________
 HX2529* NAD 83(1986)-  38 35 01.     (N)    081 30 46.     (W)     SCALED    
 HX2529* NAVD 88     -       203.808  (meters)     668.66   (feet)  ADJUSTED  
 HX2529  ___________________________________________________________________
 HX2529  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HX2529  DYNAMIC HT  -         203.670 (meters)     668.21  (feet)  COMP
 HX2529  MODELED GRAV-     979,944.2   (mgal)                       NAVD 88
 HX2529
 HX2529  VERT ORDER  -  SECOND    CLASS 0
 HX2529
 HX2529.The horizontal coordinates were scaled from a topographic map and have
 HX2529.an estimated accuracy of +/- 6 seconds.
 HX2529
 HX2529.The orthometric height was determined by differential leveling
 HX2529.and adjusted by the National Geodetic Survey in June 1991..
 HX2529
 HX2529.The geoid height was determined by GEOID03.
 HX2529
 HX2529.The dynamic height is computed by dividing the NAVD 88
 HX2529.geopotential number by the normal gravity value computed on the
 HX2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2529.degrees latitude (g = 980.6199 gals.).
 HX2529
 HX2529.The modeled gravity was interpolated from observed gravity values.
 HX2529
 HX2529;                    North         East    Units  Estimated Accuracy
 HX2529;SPC WV S     -   175,890.      555,320.      MT  (+/- 180 meters Scaled)
 HX2529
 HX2529                          SUPERSEDED SURVEY CONTROL
 HX2529
 HX2529  NGVD 29 (??/??/92)  203.984  (m)          669.24   (f) ADJ UNCH    2 0
 HX2529
 HX2529.Superseded values are not recommended for survey control.
 HX2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2529.See file dsdata.txt to determine how the superseded data were derived.
 HX2529
 HX2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC553706(NAD 83)
 HX2529_MARKER: DB = BENCH MARK DISK
 HX2529_SETTING: 80 = SET IN A BOULDER
 HX2529_SP_SET: BOULDER
 HX2529_STAMPING: J 95 1956
 HX2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2529+STABILITY: SURFACE MOTION
 HX2529
 HX2529  HISTORY     - Date     Condition        Report By
 HX2529  HISTORY     - 1956     MONUMENTED       CGS
 HX2529
 HX2529                          STATION DESCRIPTION
 HX2529
 HX2529'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2529'2.4 MI NW FROM KETTLE.
 HX2529'ABOUT 2.2 MILES NORTHWEST ALONG A DIRT ROAD FOLLOWING GREEN
 HX2529'CREEK FROM THE POST OFFICE AND STORE AT KETTLE, THENCE ABOUT
 HX2529'0.2 MILE SOUTHEAST ALONG A DIRT ROAD FOLLOWING POCATALICO RIVER,
 HX2529'ABOUT 0.2 MILE SOUTHEAST OF FORD OF GREEN CREEK DIRT ROAD
 HX2529'ACROSS POCATALICO RIVER, ABOUT 113 YARDS SOUTHEAST OF A SMALL
 HX2529'CABIN PAINTED GREEN, 21 FEET NORTHEAST OF CENTER LINE OF ROAD,
 HX2529'105 1/2 FEET NORTHEAST AND ACROSS ROAD FROM POWER POLE NO.
 HX2529'48-3810/1056 D 7, SET VERTICALLY ABOUT 1.2 FEET ABOVE GROUND
 HX2529'IN THE SOUTHWEST FACE OF A 5-FOOT HIGH 12 BY 12 FOOT EMBEDDED
 HX2529'BOULDER AND ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1790 ***********************************************************************
 HX1790  DESIGNATION -  J 96
 HX1790  PID         -  HX1790
 HX1790  STATE/COUNTY-  WV/KANAWHA
 HX1790  USGS QUAD   -  KETTLE (1975)
 HX1790
 HX1790                         *CURRENT SURVEY CONTROL
 HX1790  ___________________________________________________________________
 HX1790* NAD 83(1986)-  38 30 05.     (N)    081 24 52.     (W)     SCALED    
 HX1790* NAVD 88     -       240.562  (meters)     789.24   (feet)  ADJUSTED  
 HX1790  ___________________________________________________________________
 HX1790  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HX1790  DYNAMIC HT  -         240.397 (meters)     788.70  (feet)  COMP
 HX1790  MODELED GRAV-     979,937.5   (mgal)                       NAVD 88
 HX1790
 HX1790  VERT ORDER  -  SECOND    CLASS 0
 HX1790
 HX1790.The horizontal coordinates were scaled from a topographic map and have
 HX1790.an estimated accuracy of +/- 6 seconds.
 HX1790
 HX1790.The orthometric height was determined by differential leveling
 HX1790.and adjusted by the National Geodetic Survey in June 1991..
 HX1790
 HX1790.The geoid height was determined by GEOID03.
 HX1790
 HX1790.The dynamic height is computed by dividing the NAVD 88
 HX1790.geopotential number by the normal gravity value computed on the
 HX1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1790.degrees latitude (g = 980.6199 gals.).
 HX1790
 HX1790.The modeled gravity was interpolated from observed gravity values.
 HX1790
 HX1790;                    North         East    Units  Estimated Accuracy
 HX1790;SPC WV S     -   166,720.      563,850.      MT  (+/- 180 meters Scaled)
 HX1790
 HX1790                          SUPERSEDED SURVEY CONTROL
 HX1790
 HX1790  NGVD 29 (??/??/92)  240.740  (m)          789.83   (f) ADJ UNCH    2 0
 HX1790
 HX1790.Superseded values are not recommended for survey control.
 HX1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1790.See file dsdata.txt to determine how the superseded data were derived.
 HX1790
 HX1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC638615(NAD 83)
 HX1790_MARKER: DB = BENCH MARK DISK
 HX1790_SETTING: 0 = UNSPECIFIED SETTING
 HX1790_STAMPING: J 96 1956
 HX1790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1790
 HX1790  HISTORY     - Date     Condition        Report By
 HX1790  HISTORY     - 1956     MONUMENTED       CGS
 HX1790
 HX1790                          STATION DESCRIPTION
 HX1790
 HX1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1790'3.8 MI N FROM FALLING ROCK.
 HX1790'ABOUT 0.35 MILE NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST
 HX1790'OFFICE AT FALLING ROCK, THENCE ABOUT 3.4 MILES NORTH AND NORTHWEST
 HX1790'ALONG A BLACK TOP ROAD, AT THE END OF BLACK TOP AND ABOUT 75
 HX1790'YARDS EAST OF JUNCTION OF A DIRT ROAD LEADING NORTHWEST, IN THE
 HX1790'TOP OF EAST END OF SOUTH HEAD WALL OF A 20-FOOT CONCRETE BRIDGE OVER
 HX1790'WILLS CREEK, 15 FEET SOUTH OF CENTER LINE OF ROAD AND ABOUT
 HX1790'LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1791 ***********************************************************************
 HX1791  DESIGNATION -  J 96 RESET 1974
 HX1791  PID         -  HX1791
 HX1791  STATE/COUNTY-  WV/KANAWHA
 HX1791  USGS QUAD   -  KETTLE (1975)
 HX1791
 HX1791                         *CURRENT SURVEY CONTROL
 HX1791  ___________________________________________________________________
 HX1791* NAD 83(1986)-  38 30 05.     (N)    081 24 52.     (W)     SCALED    
 HX1791* NAVD 88     -       241.52   (meters)     792.4    (feet)  RESET     
 HX1791  ___________________________________________________________________
 HX1791  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HX1791
 HX1791  VERT ORDER  -  THIRD
 HX1791
 HX1791.The horizontal coordinates were scaled from a topographic map and have
 HX1791.an estimated accuracy of +/- 6 seconds.
 HX1791
 HX1791.The orthometric height was computed from unverified reset data.
 HX1791.No vertical observational check was made to the station.
 HX1791
 HX1791.The geoid height was determined by GEOID03.
 HX1791
 HX1791;                    North         East    Units  Estimated Accuracy
 HX1791;SPC WV S     -   166,720.      563,850.      MT  (+/- 180 meters Scaled)
 HX1791
 HX1791                          SUPERSEDED SURVEY CONTROL
 HX1791
 HX1791  NGVD 29 (09/25/03)  241.70   (m)          793.0    (f) RESET       3  
 HX1791
 HX1791.Superseded values are not recommended for survey control.
 HX1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1791.See file dsdata.txt to determine how the superseded data were derived.
 HX1791
 HX1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC638615(NAD 83)
 HX1791_MARKER: DB = BENCH MARK DISK
 HX1791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1791_SP_SET: HEADWALL
 HX1791_STAMPING: J 96 RESET 1974
 HX1791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1791
 HX1791  HISTORY     - Date     Condition        Report By
 HX1791  HISTORY     - 1974     MONUMENTED       WVHD
 HX1791  HISTORY     - 1975     GOOD             NGS
 HX1791
 HX1791                          STATION DESCRIPTION
 HX1791
 HX1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HX1791'0.4 MI NE FROM FALLING ROCK.
 HX1791'ABOUT 0.35 MILE NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST
 HX1791'OFFICE AT FALLING ROCK, THENCE 3.3 MILES NORTH AND NORTHWEST
 HX1791'ALONG KANAWAH COUNTY ROUTE 55 (JORDAN CREEK ROAD), THENCE 0.2 MILE
 HX1791'WEST AND SOUTHWEST ALONG KANAWAH COUNTY ROUTE 53 (WILLS
 HX1791'CREEK ROAD), ABOUT 210 FEET WEST OF THE CENTERLINE OF INTERSTATE
 HX1791'ROUTE 79, IN THE TOP OF WEST END OF SOUTH CONCRETE HEADWALL
 HX1791'(DOWNSTREAM) OF 156 INCH STRUCTURAL PLATE PIPE FOR WILLS CREEK
 HX1791'UNDER INTERSTATE 79.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2534 ***********************************************************************
 HX2534  DESIGNATION -  J 97
 HX2534  PID         -  HX2534
 HX2534  STATE/COUNTY-  WV/JACKSON
 HX2534  USGS QUAD   -  ROMANCE (1975)
 HX2534
 HX2534                         *CURRENT SURVEY CONTROL
 HX2534  ___________________________________________________________________
 HX2534* NAD 83(1986)-  38 36 53.     (N)    081 31 40.     (W)     SCALED    
 HX2534* NAVD 88     -       210.799  (meters)     691.60   (feet)  ADJUSTED  
 HX2534  ___________________________________________________________________
 HX2534  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HX2534  DYNAMIC HT  -         210.657 (meters)     691.13  (feet)  COMP
 HX2534  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 HX2534
 HX2534  VERT ORDER  -  SECOND    CLASS 0
 HX2534
 HX2534.The horizontal coordinates were scaled from a topographic map and have
 HX2534.an estimated accuracy of +/- 6 seconds.
 HX2534
 HX2534.The orthometric height was determined by differential leveling
 HX2534.and adjusted by the National Geodetic Survey in June 1991..
 HX2534
 HX2534.The geoid height was determined by GEOID03.
 HX2534
 HX2534.The dynamic height is computed by dividing the NAVD 88
 HX2534.geopotential number by the normal gravity value computed on the
 HX2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2534.degrees latitude (g = 980.6199 gals.).
 HX2534
 HX2534.The modeled gravity was interpolated from observed gravity values.
 HX2534
 HX2534;                    North         East    Units  Estimated Accuracy
 HX2534;SPC WV S     -   179,350.      554,040.      MT  (+/- 180 meters Scaled)
 HX2534
 HX2534                          SUPERSEDED SURVEY CONTROL
 HX2534
 HX2534  NGVD 29 (??/??/92)  210.975  (m)          692.17   (f) ADJ UNCH    2 0
 HX2534
 HX2534.Superseded values are not recommended for survey control.
 HX2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2534.See file dsdata.txt to determine how the superseded data were derived.
 HX2534
 HX2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC540741(NAD 83)
 HX2534_MARKER: DB = BENCH MARK DISK
 HX2534_SETTING: 80 = SET IN A BOULDER
 HX2534_SP_SET: BOULDER
 HX2534_STAMPING: J 97 1956
 HX2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2534+STABILITY: SURFACE MOTION
 HX2534
 HX2534  HISTORY     - Date     Condition        Report By
 HX2534  HISTORY     - 1956     MONUMENTED       CGS
 HX2534
 HX2534                          STATION DESCRIPTION
 HX2534
 HX2534'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2534'5.8 MI N FROM KETTLE.
 HX2534'ABOUT 2.2 MILES NORTHWEST ALONG A DIRT ROAD FOLLOWING GREEN
 HX2534'CREEK FROM THE POST OFFICE AND STORE AT KETTLE, THENCE ABOUT 2.55
 HX2534'MILES SOUTHEAST AND NORTH ALONG A DIRT ROAD FOLLOWING POCATALICO
 HX2534'RIVER, THENCE FORDING POCATALICO RIVER AND ABOUT 1.05 MILES
 HX2534'NORTHWEST ALONG A DIRT ROAD FOLLOWING WHITE OAK CREEK, ABOUT 0.3
 HX2534'MILE WEST OF COMMON POINT OF JACKSON, ROANE AND KANAWAH COUNTIES,
 HX2534'ABOUT 0.3 MILE SOUTHEAST OF JUNCTION OF A ROAD SOUTHWEST ACROSS
 HX2534'GAP INTO ALLEN CREEK, SER VERTICALLY IN THE NORTHWEST FACE OF A
 HX2534'12-FOOT HIGH 20 BY 15-FOOT EMBEDDED BOULDER, 11 FEET NORTHEAST
 HX2534'OF CENTER OF WHITE OAK CREEK, 18 FEET SOUTHWEST OF CENTER LINE
 HX2534'OF DIRT ROAD AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE5167 ***********************************************************************
 AE5167  DESIGNATION -  J 98 RESET
 AE5167  PID         -  AE5167
 AE5167  STATE/COUNTY-  WV/KANAWHA
 AE5167  USGS QUAD   -  SISSONVILLE (1958)
 AE5167
 AE5167                         *CURRENT SURVEY CONTROL
 AE5167  ___________________________________________________________________
 AE5167* NAD 83(1986)-  38 30 15.     (N)    081 38 45.     (W)     SCALED    
 AE5167* NAVD 88     -       187.66   (meters)     615.7    (feet)  RESET     
 AE5167  ___________________________________________________________________
 AE5167  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 AE5167
 AE5167  VERT ORDER  -  THIRD
 AE5167
 AE5167.The horizontal coordinates were scaled from a topographic map and have
 AE5167.an estimated accuracy of +/- 6 seconds.
 AE5167
 AE5167.The orthometric height was computed from unverified reset data.
 AE5167
 AE5167.The geoid height was determined by GEOID03.
 AE5167
 AE5167;                    North         East    Units  Estimated Accuracy
 AE5167;SPC WV S     -   167,140.      543,670.      MT  (+/- 180 meters Scaled)
 AE5167
 AE5167                          SUPERSEDED SURVEY CONTROL
 AE5167
 AE5167.No superseded survey control is available for this station.
 AE5167
 AE5167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC436619(NAD 83)
 AE5167_MARKER: DV = VERTICAL CONTROL DISK
 AE5167_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AE5167_SP_SET: BRIDGE WINGWALL
 AE5167_STAMPING: J 98 RESET 1992
 AE5167_MARK LOGO: NGS   
 AE5167_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5167
 AE5167  HISTORY     - Date     Condition        Report By
 AE5167  HISTORY     - 1992     MONUMENTED       WVHD
 AE5167
 AE5167                          STATION DESCRIPTION
 AE5167
 AE5167'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1992 (CVC)
 AE5167'ABOUT 2.3 MILES (3.7 KM) SOUTHWEST ALONG US RTE 21 FROM THE JR HIGH
 AE5167'SCHOOL AT SISSONVILLE.  THENCE 1.1 MILES (1.8 KM) UP RTE 32 DERRICKS
 AE5167'CREEK ROAD.  A DISK SET IN THE NORTHEAST WINGWALL OF A 201 FOOT (61.3
 AE5167'M) CONCRETE BRIDGE OVER POCATALICO RIVER, IN THE NORTH END OF BRIDGE
 AE5167'BEING 12 FEET (3.7 M) FROM THE CENTERLINE OF RTE 32 AND ABOUT THE SAME
 AE5167'LEVEL OF ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2397 ***********************************************************************
 HX2397  DESIGNATION -  J 99
 HX2397  PID         -  HX2397
 HX2397  STATE/COUNTY-  WV/KANAWHA
 HX2397  USGS QUAD   -  SISSONVILLE (1958)
 HX2397
 HX2397                         *CURRENT SURVEY CONTROL
 HX2397  ___________________________________________________________________
 HX2397* NAD 83(1986)-  38 33 14.     (N)    081 37 58.     (W)     SCALED    
 HX2397* NAVD 88     -       193.275  (meters)     634.10   (feet)  ADJUSTED  
 HX2397  ___________________________________________________________________
 HX2397  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HX2397  DYNAMIC HT  -         193.143 (meters)     633.67  (feet)  COMP
 HX2397  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 HX2397
 HX2397  VERT ORDER  -  SECOND    CLASS 0
 HX2397
 HX2397.The horizontal coordinates were scaled from a topographic map and have
 HX2397.an estimated accuracy of +/- 6 seconds.
 HX2397
 HX2397.The orthometric height was determined by differential leveling
 HX2397.and adjusted by the National Geodetic Survey in June 1991..
 HX2397
 HX2397.The geoid height was determined by GEOID03.
 HX2397
 HX2397.The dynamic height is computed by dividing the NAVD 88
 HX2397.geopotential number by the normal gravity value computed on the
 HX2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2397.degrees latitude (g = 980.6199 gals.).
 HX2397
 HX2397.The modeled gravity was interpolated from observed gravity values.
 HX2397
 HX2397;                    North         East    Units  Estimated Accuracy
 HX2397;SPC WV S     -   172,660.      544,850.      MT  (+/- 180 meters Scaled)
 HX2397
 HX2397                          SUPERSEDED SURVEY CONTROL
 HX2397
 HX2397  NGVD 29 (??/??/92)  193.458  (m)          634.70   (f) ADJ UNCH    2 0
 HX2397
 HX2397.Superseded values are not recommended for survey control.
 HX2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2397.See file dsdata.txt to determine how the superseded data were derived.
 HX2397
 HX2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC448674(NAD 83)
 HX2397_MARKER: DB = BENCH MARK DISK
 HX2397_SETTING: 66 = SET IN ROCK OUTCROP
 HX2397_SP_SET: ROCK CUT
 HX2397_STAMPING: J 99 1956
 HX2397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2397+STABILITY: POSITION/ELEVATION WELL
 HX2397
 HX2397  HISTORY     - Date     Condition        Report By
 HX2397  HISTORY     - 1956     MONUMENTED       CGS
 HX2397
 HX2397                          STATION DESCRIPTION
 HX2397
 HX2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2397'2.4 MI N FROM SISSONVILLE.
 HX2397'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2397'AT SISSONVILLE, ABOUT 77 YARDS SOUTH OF JACKSON-KANAWAH COUNTY
 HX2397'LINE, ABOUT 0.5 MILE SOUTH OF FISHERS CHAPEL (BRICK BUILDING),
 HX2397'ABOUT 0.4 MILE SOUTH OF BRIDGE OVER LEFT FORK OF POCATALICO RIVER,
 HX2397'25 FEET WEST OF CENTER LINE OF HIGHWAY AND ON THE INSIDE OF A
 HX2397'CURVE, SET VERTICALLY ABOUT 2 1/2 FEET ABOVE GROUND IN THE EAST
 HX2397'FACE OF A 15-FOOT HIGH SOLID ROCK CUT, 31 YARDS NORTH OF SOUTH END
 HX2397'OF ROCKY PART OF CUT, 97 FEET NORTH OF WEST END OF AN 18-INCH
 HX2397'TILE PIPE CULVERT UNDER HIGHWAY AND ABOUT 3 FEET ABOVE LEVEL
 HX2397'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1866 ***********************************************************************
 JX1866  DESIGNATION -  JACKSON RESET
 JX1866  PID         -  JX1866
 JX1866  STATE/COUNTY-  WV/MARION
 JX1866  USGS QUAD   -  MANNINGTON (1976)
 JX1866
 JX1866                         *CURRENT SURVEY CONTROL
 JX1866  ___________________________________________________________________
 JX1866* NAD 83(1995)-  39 36 43.52281(N)    080 19 26.40518(W)     ADJUSTED  
 JX1866* NAVD 88     -       514.     (meters)    1686.     (feet)  SCALED    
 JX1866  ___________________________________________________________________
 JX1866  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 JX1866  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JX1866
 JX1866  HORZ ORDER  -  THIRD
 JX1866
 JX1866.The horizontal coordinates were established by classical geodetic methods
 JX1866.and adjusted by the National Geodetic Survey in April 1998..
 JX1866
 JX1866.The orthometric height was scaled from a topographic map.
 JX1866
 JX1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1866
 JX1866.The geoid height was determined by GEOID03.
 JX1866
 JX1866;                    North         East     Units Scale Factor Converg.
 JX1866;SPC WV N     -   123,785.527   529,243.980   MT  0.99994077   -0 31 31.9
 JX1866;UTM  17      - 4,384,922.675   558,028.476   MT  0.99964146   +0 25 51.7
 JX1866
 JX1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1866!SPC WV N     -   0.99992455  x   0.99994077  =   0.99986532
 JX1866!UTM  17      -   0.99992455  x   0.99964146  =   0.99956603
 JX1866
 JX1866:                Primary Azimuth Mark                     Grid Az
 JX1866:SPC WV N     -  JACKSON AZ MK                            055 02 35.2
 JX1866:UTM  17      -  JACKSON AZ MK                            054 05 11.6
 JX1866
 JX1866|---------------------------------------------------------------------|
 JX1866| PID    Reference Object                     Distance      Geod. Az  |
 JX1866|                                                           dddmmss.s |
 JX1866| CX3906 JACKSON AZ MK                                      0543103.3 |
 JX1866| JX1867 WADESTOWN TV STATION WBOY TWR       APPROX. 2.1 KM 0551109.3 |
 JX1866| CX3907 JACKSON RM 1                          5.368 METERS 09253     |
 JX1866| CX3908 JACKSON RM 2                          7.633 METERS 16200     |
 JX1866|---------------------------------------------------------------------|
 JX1866
 JX1866                          SUPERSEDED SURVEY CONTROL
 JX1866
 JX1866  NAD 83(1986)-  39 36 43.52574(N)    080 19 26.41278(W) AD(       ) 3
 JX1866  NAD 27      -  39 36 43.22920(N)    080 19 27.12920(W) AD(       ) 3
 JX1866
 JX1866.Superseded values are not recommended for survey control.
 JX1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1866.See file dsdata.txt to determine how the superseded data were derived.
 JX1866
 JX1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5802884923(NAD 83)
 JX1866_MARKER: DD = SURVEY DISK
 JX1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1866_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1866
 JX1866  HISTORY     - Date     Condition        Report By
 JX1866  HISTORY     - 1963     MONUMENTED       USGS
 JX1866
 JX1866                          STATION DESCRIPTION
 JX1866
 JX1866'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX1866'THE STATION IS LOCATED ON A HIGH POINT OF A WOODS-COVERED RIDGE,
 JX1866'ABOUT 5.7 MILES
 JX1866'NORTH-NORTHEAST OF MANNINGTON, 9.0 MILES SOUTHEAST OF HUNDRED, 3.3
 JX1866'MILES NORTHEAST OF METZ AND ON
 JX1866'THE PROPERTY OF MR. DENNIS CROSS.  IT IS 4 FEET SOUTHEAST OF A
 JX1866'WITNESS POST, 27 FEET
 JX1866'NORTH-NORTHWEST OF A 10 INCH TRINAGLE-BLAZED HICKORY TREE AND 31 FEET
 JX1866'NORTH OF A 10 INCH HICKORY TREE.
 JX1866'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 JX1866'JACKSON USGS 1902 1957 1963.
 JX1866'
 JX1866'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 250 AND STATE HIGHWAY 7
 JX1866'(WEST) AT THE SOUTH EDGE OF
 JX1866'HUNDRED, GO SOUTEAST ON U.S. HIGHWAY 250 AND STATE HIGHWAY 7 FOR 2.1
 JX1866'MILES TO THE JUNCTION WITH STATE
 JX1866'HIGHWAY 7 (BAST), TURN LEFT AND GO EASTERLY ON STATE
 JX1866'HIGHWAY 7 FOR 6.0 MILES TO THE POST OFFICE IN
 JX1866'WADESTOWN, STATE HIGHWAY 7 TURNS LEFT AND
 JX1866'A STREET GOES TO THE RIGHT AT A SIGN ON THE RIGHT READING
 JX1866'CROSSROADS 3, TURN RIGHT AS PER
 JX1866'SIGN AND GO SOUTH AND SOUTHEAST ON THE PAVED ROAD FOR 2.65 MILES TO A
 JX1866'T-INTERSECTION IN THE VILLAGE OF
 JX1866'CROSSROADS, TURN RIGHT AND GO SOUTH FOR 0.3 MILE TO A SIDE
 JX1866'RIGHT AT A SIGN READING MIRACLE RUN.
 JX1866'TURN RIGHT AND GO SOUTHWEST AND SOUTH ON THE
 JX1866'MAIN TRAVELED ROAD FOR 2.3 MILES TO A FORK, KEEP THE
 JX1866'LEFT FORK AND CONTINUE ON MAIN
 JX1866'TRAVELED ROAD FOR 0.5 MILE TO A DRIVEWAY TO THE RIGHT, LEADING TO A
 JX1866'HOUSE IN THE HOLLOW, AND THE AZIMUTH
 JX1866'MARK ON THE LEFT.  CONTINUE ON THE MAIN TRAVELED GRAVELED ROAD FOR
 JX1866'0.65 MILE TO A DIM WOODS ROAD TO THE
 JX1866'RIGHT, JUST BEFORE REACHING A ROAD TO THE LEFT AT THE
 JX1866'SUMMIT OF GRADE, TURN RIGHT ACROSS THE DITCH AND
 JX1866'UP THE OLD WOODS ROAD FOR 0.5 MILE TO
 JX1866'A TRIANGLE-BLAZED TREE AT A WIRE GAP IN THE FENCE.  TURN RIGHT
 JX1866'THROUGH THE WIRE GAP INTO THE FIELD
 JX1866'FOR ABOUT 50 FEET, THEN TURN LEFT AND GO WESTERLY UPHILL ALONG TRAIL
 JX1866'WHERE BRUSH HAS BEEN CUT FOR 0.2
 JX1866'MILE TO SUMMIT OF HILL AND STATION.
 JX1866'
 JX1866'REFERENCE MARK 1 IS A STANDARD USGS REFERENCE MARK DISK SET IN THE
 JX1866'TOP OF A 6 BY 6 INCH CONCRETE
 JX1866'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 17 FEET SOUTHEAST OF THE
 JX1866'WITNESS POST AND 18 FEET NORTHEAST
 JX1866'OF THE TRIANGLE-BLAZED TREE.  THE DISK IS STAMPED NO 1 1957.
 JX1866'
 JX1866'REFERENCE MARK 2 IS A STANDARD USGS REFERENCE MARK DISK SET IN THE
 JX1866'TOP OF A 6 BY 6 INCH CONCRETE
 JX1866'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 28 FEET SOUTH OF THE WITNESS
 JX1866'POST, 8 FEET WEST OF THE
 JX1866'TRIANGLE-BLAZED TREE AND 7 FEET NORTHEAST OF THE 10 INCH HICKORY
 JX1866'TREE.  THE DISK IS STAMPED NO 2 1957.
 JX1866'
 JX1866'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK CEMENTED FLUSH IN A
 JX1866'DRILLED HOLE IN ROCK OUTCROP
 JX1866'WHICH PROJECTS 1 FOOT.  IT IS 2 FEET SOUTHEAST OF A WITNESS POST, 10
 JX1866'FEET SOUTHEAST OF A 6 INCH HICKORY
 JX1866'TREE, 53 FEET NORTHEAST OF THE CENTERLINE OF THE
 JX1866'GRAVELED ROAD AND SET ON THE SIDE OF A VERY SLOPING
 JX1866'HILL.  THE DISK IS STAMPED JACKSON
 JX1866'USGS 1963.
 JX1866'
 JX1866'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3443 ***********************************************************************
 GX3443  DESIGNATION -  JAMES
 GX3443  PID         -  GX3443
 GX3443  STATE/COUNTY-  WV/RALEIGH
 GX3443  USGS QUAD   -  WHITESVILLE (1988)
 GX3443
 GX3443                         *CURRENT SURVEY CONTROL
 GX3443  ___________________________________________________________________
 GX3443* NAD 83(1995)-  37 53 33.59265(N)    081 32 47.24877(W)     ADJUSTED  
 GX3443* NAVD 88     -       774.     (meters)    2539.     (feet)  SCALED    
 GX3443  ___________________________________________________________________
 GX3443  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 GX3443  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GX3443
 GX3443  HORZ ORDER  -  SECOND
 GX3443
 GX3443.The horizontal coordinates were established by classical geodetic methods
 GX3443.and adjusted by the National Geodetic Survey in April 1998..
 GX3443
 GX3443.The orthometric height was scaled from a topographic map.
 GX3443
 GX3443.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3443
 GX3443.The geoid height was determined by GEOID03.
 GX3443
 GX3443;                    North         East     Units Scale Factor Converg.
 GX3443;SPC WV S     -    99,216.781   551,936.609   MT  0.99993858   -0 20 16.1
 GX3443;UTM  17      - 4,194,046.774   451,952.424   MT  0.99962843   -0 20 08.3
 GX3443
 GX3443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3443!SPC WV S     -   0.99988354  x   0.99993858  =   0.99982212
 GX3443!UTM  17      -   0.99988354  x   0.99962843  =   0.99951201
 GX3443
 GX3443|---------------------------------------------------------------------|
 GX3443| PID    Reference Object                     Distance      Geod. Az  |
 GX3443|                                                           dddmmss.s |
 GX3443| DC3650 JAMES RM 3                            5.395 METERS 07736     |
 GX3443| DC3648 JAMES RM 1                            6.050 METERS 16758     |
 GX3443| DC3649 JAMES RM 2 AZIMUTH                                 2962243.2 |
 GX3443|---------------------------------------------------------------------|
 GX3443
 GX3443                          SUPERSEDED SURVEY CONTROL
 GX3443
 GX3443  NAD 83(1995)-  37 53 33.59613(N)    081 32 47.24850(W) AD(       ) 2
 GX3443  NAD 83(1986)-  37 53 33.59984(N)    081 32 47.25539(W) AD(       ) 2
 GX3443  NAD 27      -  37 53 33.20900(N)    081 32 47.86100(W) AD(       ) 2
 GX3443
 GX3443.Superseded values are not recommended for survey control.
 GX3443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3443.See file dsdata.txt to determine how the superseded data were derived.
 GX3443
 GX3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB5195294047(NAD 83)
 GX3443_MARKER: DS = TRIANGULATION STATION DISK
 GX3443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3443+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2001
 GX3443
 GX3443  HISTORY     - Date     Condition        Report By
 GX3443  HISTORY     - 1933     MONUMENTED       CGS
 GX3443  HISTORY     - 20010508 GOOD             INDIV
 GX3443
 GX3443                          STATION DESCRIPTION
 GX3443
 GX3443'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GX3443'STATION IS ON THE PROPERTY OF THE ROWLAND LAND COMPANY, ABOUT 11
 GX3443'MILES ESE OF VAN, W. VA., AND 1-1/2 MILES SSW OF MONTCOAL, W.
 GX3443'VA., ON A HIGH KNOB LOCALLY KNOWN AS HAZEY MOUNTAIN. IT IS ON THE
 GX3443'HIGHEST POINT AND AT ABOUT THE CENTER OF THE KNOB, ABOUT 1/2 MILE NW
 GX3443'OF THE ED WHITE COAL COMPANY CAMP, AND 25 FEET SW OF A LARGE CHESTNUT
 GX3443'TREE.
 GX3443'
 GX3443'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GX3443'SET IN CONCRETE.
 GX3443'
 GX3443'REFERENCE MARK NO. 1 IS S FROM THE STATION ON THE S SLOPE OF THE
 GX3443'KNOB.
 GX3443'
 GX3443'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ABOUT 0.5 MILE NNW FROM THE
 GX3443'STATION, ON THE TOP OF THE RIDGE, ALONG THE TOP OF WHICH IS THE
 GX3443'TRAIL LEADING TO THE STATION, 100 YARDS NNE OF A SCHOOLHOUSE, AND 4
 GX3443'FEET E OF A RAIL FENCE.
 GX3443'
 GX3443'REFERENCE MARK NO. 3 IS E FROM THE STATION ON THE E SLOPE OF THE
 GX3443'KNOB.
 GX3443'
 GX3443'TO REACH STATION FROM VAN, FOLLOW THE ROAD UP WEST FORK CREEK TO THE
 GX3443'JUNCTION WITH JAMES CREEK, TURN LEFT AND FOLLOW UP JAMES CREEK
 GX3443'FOR 0.2 MILE, TAKE RIGHT FORK OF JAMES CREEK FOR 0.4 MILE TO THE HOME
 GX3443'OF MILLER JARRELL AND END OF TRUCK TRAVEL. FOLLOW TRAIL UP THE RIGHT
 GX3443'FORK OF JAMES CREEK TO THE FIRST LEFT FORK, TURN LEFT UP THIS FORK TO
 GX3443'THE TOP OF THE RIDGE, FOLLOW THE TOP OF THE RIDGE TO THE RIGHT TO
 GX3443'HAZEY MOUNTAIN.
 GX3443'
 GX3443'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 GX3443
 GX3443                          STATION RECOVERY (2001)
 GX3443
 GX3443'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RLG)
 GX3443'STATION IS NO LONGER ACCESSIBLE USING ORIGINAL DIRECTIONS, BUT IS
 GX3443'ACCESSIBLE BY VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1916 ***********************************************************************
 JX1916  DESIGNATION -  JARVIS
 JX1916  PID         -  JX1916
 JX1916  STATE/COUNTY-  WV/HARRISON
 JX1916  USGS QUAD   -  WEST MILFORD (1976)
 JX1916
 JX1916                         *CURRENT SURVEY CONTROL
 JX1916  ___________________________________________________________________
 JX1916* NAD 83(1995)-  39 12 25.51867(N)    080 28 06.56086(W)     ADJUSTED  
 JX1916* NAVD 88     -       459.6    (meters)    1508.     (feet)  VERTCON   
 JX1916  ___________________________________________________________________
 JX1916  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 JX1916  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JX1916
 JX1916  HORZ ORDER  -  FIRST
 JX1916
 JX1916.The horizontal coordinates were established by classical geodetic methods
 JX1916.and adjusted by the National Geodetic Survey in April 1998..
 JX1916
 JX1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1916
 JX1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1916
 JX1916.The geoid height was determined by GEOID03.
 JX1916
 JX1916;                    North         East     Units Scale Factor Converg.
 JX1916;SPC WV N     -    78,949.600   516,352.734   MT  0.99996730   -0 37 03.6
 JX1916;SPC WV S     -   245,112.202   645,912.012   MT  1.00008507   +0 19 42.9
 JX1916;UTM  17      - 4,339,892.380   545,890.129   MT  0.99962593   +0 20 09.6
 JX1916
 JX1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1916!SPC WV N     -   0.99993301  x   0.99996730  =   0.99990031
 JX1916!SPC WV S     -   0.99993301  x   1.00008507  =   1.00001808
 JX1916!UTM  17      -   0.99993301  x   0.99962593  =   0.99955897
 JX1916
 JX1916:                Primary Azimuth Mark                     Grid Az
 JX1916:SPC WV N     -  JARVIS AZ MK                             061 00 32.7
 JX1916:SPC WV S     -  JARVIS AZ MK                             060 03 46.2
 JX1916:UTM  17      -  JARVIS AZ MK                             060 03 19.5
 JX1916
 JX1916|---------------------------------------------------------------------|
 JX1916| PID    Reference Object                     Distance      Geod. Az  |
 JX1916|                                                           dddmmss.s |
 JX1916| CX3919 JARVIS AZ MK                                       0602329.1 |
 JX1916| CX3920 JARVIS RM 1                          11.348 METERS 13640     |
 JX1916| CX3921 JARVIS RM 2                          14.465 METERS 29344     |
 JX1916|---------------------------------------------------------------------|
 JX1916
 JX1916                          SUPERSEDED SURVEY CONTROL
 JX1916
 JX1916  NAD 83(1986)-  39 12 25.52280(N)    080 28 06.57032(W) AD(       ) 1
 JX1916  NAD 27      -  39 12 25.19740(N)    080 28 07.23500(W) AD(       ) 1
 JX1916  NGVD 29 (07/19/86)  459.8    (m)         1509.     (f) VERT ANG       
 JX1916
 JX1916.Superseded values are not recommended for survey control.
 JX1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1916.See file dsdata.txt to determine how the superseded data were derived.
 JX1916
 JX1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4589039892(NAD 83)
 JX1916_MARKER: DS = TRIANGULATION STATION DISK
 JX1916_SETTING: 80 = SET IN A BOULDER
 JX1916_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JX1916
 JX1916  HISTORY     - Date     Condition        Report By
 JX1916  HISTORY     - 1941     MONUMENTED       CGS
 JX1916  HISTORY     - 1944     GOOD             CGS
 JX1916  HISTORY     - 1956     GOOD             CGS
 JX1916  HISTORY     - 1973     GOOD             NGS
 JX1916
 JX1916                          STATION DESCRIPTION
 JX1916
 JX1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1916'STATION IS ABOUT 9 MILES SW OF CLARKSBURG, ON A HIGH PASTURE KNOB ON
 JX1916'WHICH THERE ARE SOME WALNUT
 JX1916'TREES, AND ABOUT 25 FEET NW OF THE HIGHEST POINT OF
 JX1916'KNOB.  STATION MARK IS STAMPED
 JX1916'JARVIS 1941 AND PROJECTS ABOUT 3 INCHES.
 JX1916'
 JX1916'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL
 JX1916'HOLES IN BOULDERS.
 JX1916'AZIMUTH MARK IS A BRONZE DISK SET IN THE TOP
 JX1916'OF A CONCRETE POST.
 JX1916'
 JX1916'REFERENCE MARK 1 IS ON THE SE END OF THE TOP OF THE KNOB.
 JX1916'IT IS STAMPED
 JX1916'JARVIS NO 1 AND PROJECTS ABOUT 2 FEET.
 JX1916'
 JX1916'REFERENCE MARK 2 IS WNW OF THE STATION.  IT IS STAMPED
 JX1916'JARVIS 1941 NO 2
 JX1916'AND PROJECTS ABOUT 1 FOOT.
 JX1916'
 JX1916'AZIMUTH MARK IS NE OF THE STATION, ABOUT 60 YARDS W OF THE
 JX1916'PROJECTED PLANE OF
 JX1916'THE W WALL OF A LARGE BRICK HOUSE, 19 FEET N
 JX1916'OF THE CENTER LINE OF A ROAD, AND 12
 JX1916'FEET W OF A 20-INCH LOCUST
 JX1916'TREE.  IT IS STAMPED JARVIS 1941 AND PROJECTS ABOUT 3 INCHES.
 JX1916'
 JX1916'TO REACH STATION FROM THE POST OFFICE IN CLARKSBURG, GO W ON
 JX1916'PIKE STREET FOR
 JX1916'0.5 MILE AND TURN LEFT ONTO MILFORD STREET AND
 JX1916'U.S. HIGHWAY 19, THENCE SW ON
 JX1916'HIGHWAY 19 FOR 8.2 MILES, TURN RIGHT
 JX1916'ONTO BUFFALO CREEK ROAD, THENCE W FOR 2.5 MILES
 JX1916'TO A LARGE BRICK
 JX1916'HOUSE AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE W 0.5 MILE AND
 JX1916'TURN LEFT,
 JX1916'THENCE S 0.6 MILE AND TURN RIGHT ONTO A DIM FARM ROAD
 JX1916'THROUGH THE BARNYARD
 JX1916'BELONGING TO A.E. BURNSIDE, THENCE MEANDER NW
 JX1916'AS FAR AS PRACTICABLE (ABOUT 0.3 MILE),
 JX1916'THENCE AFOOT TO THE TOP
 JX1916'OF THE KNOB AND THE STATION.  THE TRAVEL AFOOT REQUIRED 5
 JX1916'MINUTES WITH
 JX1916'PACKS.
 JX1916'
 JX1916'A 10-FOOT STAND WILL SEE A 50-FOOT LIGHT AT SARDIS (U.S.G.S.),
 JX1916'A 4-FOOT STAND
 JX1916'WILL SEE A 4-FOOT LIGHT AT STANLEY, AND A 37-FOOT
 JX1916'TOWER IS REQUIRED TO CLEAR THE
 JX1916'TREES AT THE STATION FOR ALL THE
 JX1916'OTHER LINES OBSERVED.
 JX1916'
 JX1916'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 JX1916
 JX1916                          STATION RECOVERY (1944)
 JX1916
 JX1916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1916'STATION WAS RECOVERED AS DESCRIBED BY G.W.L. IN
 JX1916'1941.  ALL MARKS
 JX1916'WERE FOUND IN EXCELLENT CONDITION.
 JX1916'
 JX1916'REFERENCE MARK 2 IS ON THE W SLOPE OF THE KNOB.
 JX1916'
 JX1916'A 37-FOOT STEEL TOWER WAS USED BY THIS PARTY.
 JX1916'
 JX1916'HEIGHT OF LIGHT ABOVE STATION MARK - 16 METERS.
 JX1916
 JX1916                          STATION RECOVERY (1956)
 JX1916
 JX1916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDR)
 JX1916'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 JX1916'GOOD CONDITION.  A DIFFERENCE WAS
 JX1916'FOUND IN THE DIRECTION TO THE REFERENCE MARKS.  ALL OTHER DIRECTIONS
 JX1916'AND ALL DISTANCES CHECKED.  ORIGINAL
 JX1916'DESCRIPTION IS ADEQUATE EXCEPT THERE IS NOW A FIELD ROAD LEADING
 JX1916'TO THE FOOT OF STATION KNOB.
 JX1916'
 JX1916'1956 OBSERVATIONS TAKEN FROM A 37 FOOT TOWER.
 JX1916
 JX1916                          STATION RECOVERY (1973)
 JX1916
 JX1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (VDN)
 JX1916'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO BE
 JX1916'IN GOOD CONDITION AS DESCRIBED IN 1956.
 JX1916'
 JX1916'A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT WAS NOT RECOVERED AT THIS
 JX1916'DATE.
 JX1916'
 JX1916'AN ATTEMPT WAS MADE TO TRY TO FIND OUT THE PROPERTY OWNER BUT I WAS
 JX1916'UNABLE TO FIND OUT WHO OWNED THE PROPERTY.  I CHECKED SEVERAL
 JX1916'RESIDENCE IN THE AREA BUT THEY DIDNT SEEM TO KNOW WHO THE PROPERTY
 JX1916'OWNER WAS.  ONE FARMER SAID THAT HE THOUGHT THAT A COAL COMPANY
 JX1916'OWNED THE PROPERTY, BUT DIDNT KNOW THE NAME OF IT.
 JX1916'
 JX1916'TO REACH THE STATION FROM THE POST OFFICE IN CLARKSBURG, GO WEST
 JX1916'FOLLOWING PIKE STREET FOR 0.5 MILE TO MILFORD STREET (U.S. HIGHWAY
 JX1916'19).  TURN LEFT, GO SOUTHERLY FOLLOWING U.S. HIGHWAY 19 FOR 7.9
 JX1916'MILES TO A SIDE ROAD RIGHT JUST BEFORE CROSSING BUFFALO CREEK.  TURN
 JX1916'RIGHT, GO WESTERLY FOLLOWING BUFFALO CREEK ROAD FOR 3.0 MILES TO A
 JX1916'SIDE ROAD LEFT.  TURN LEFT, GO SOUTHERLY FOLLOWING DIRT ROAD
 JX1916'FOR 0.4 MILE TO TOP OF GRADE AND A SIDE ROAD RIGHT (NEW ROAD).
 JX1916'TURN RIGHT, GO WESTERLY FOLLOWING DIRT ROAD UPHILL TO A LEVELED
 JX1916'OFF AREA THIS APPROXIMATELY 0.4 MILE AND A GAS WELL ON THE
 JX1916'LEFT.  HERE BEAR LEFT PASSING THE GAS WELL AND KEEPING TO THE
 JX1916'RIGHT FOLLOWING THE BASE OF THE KNOB FOR ABOUT 0.15 MILE.  TURN
 JX1916'RIGHT, GO UPHILL FOR ABOUT 0.1 MILE TO TOP OF HILL AND THE
 JX1916'STATION.
 JX1916'
 JX1916'NOTE--4WD IS REQUIRED TO GET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2600 ***********************************************************************
 HX2600  DESIGNATION -  JEAN
 HX2600  PID         -  HX2600
 HX2600  STATE/COUNTY-  WV/MASON
 HX2600  USGS QUAD   -  NEW HAVEN (1994)
 HX2600
 HX2600                         *CURRENT SURVEY CONTROL
 HX2600  ___________________________________________________________________
 HX2600* NAD 83(1986)-  38 59 27.     (N)    081 58 50.     (W)     SCALED    
 HX2600* NAVD 88     -       176.867  (meters)     580.27   (feet)  ADJUSTED  
 HX2600  ___________________________________________________________________
 HX2600  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 HX2600  DYNAMIC HT  -         176.756 (meters)     579.91  (feet)  COMP
 HX2600  MODELED GRAV-     979,997.7   (mgal)                       NAVD 88
 HX2600
 HX2600  VERT ORDER  -  FIRST     CLASS II
 HX2600
 HX2600.The horizontal coordinates were scaled from a topographic map and have
 HX2600.an estimated accuracy of +/- 6 seconds.
 HX2600
 HX2600.The orthometric height was determined by differential leveling
 HX2600.and adjusted by the National Geodetic Survey in June 1991..
 HX2600
 HX2600.The geoid height was determined by GEOID03.
 HX2600
 HX2600.The dynamic height is computed by dividing the NAVD 88
 HX2600.geopotential number by the normal gravity value computed on the
 HX2600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2600.degrees latitude (g = 980.6199 gals.).
 HX2600
 HX2600.The modeled gravity was interpolated from observed gravity values.
 HX2600
 HX2600;                    North         East    Units  Estimated Accuracy
 HX2600;SPC WV S     -   221,420.      515,050.      MT  (+/- 180 meters Scaled)
 HX2600
 HX2600                          SUPERSEDED SURVEY CONTROL
 HX2600
 HX2600  NGVD 29 (??/??/92)  177.067  (m)          580.93   (f) ADJ UNCH    1 2
 HX2600
 HX2600.Superseded values are not recommended for survey control.
 HX2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2600.See file dsdata.txt to determine how the superseded data were derived.
 HX2600
 HX2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD150162(NAD 83)
 HX2600_MARKER: DB = BENCH MARK DISK
 HX2600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2600_SP_SET: BRIDGE SEAT
 HX2600_STAMPING: JEAN 1933
 HX2600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2600
 HX2600  HISTORY     - Date     Condition        Report By
 HX2600  HISTORY     - 1933     MONUMENTED       CGS
 HX2600  HISTORY     - 1956     GOOD             NGS
 HX2600  HISTORY     - 1958     GOOD             USGS
 HX2600  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX2600  HISTORY     - 1984     MARK NOT FOUND   NGS
 HX2600
 HX2600                          STATION DESCRIPTION
 HX2600
 HX2600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2600'0.5 MI NW FROM NEW HAVEN.
 HX2600'ABOUT 0.5 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2600'FROM THE STATION AT NEW HAVEN, AT AN ABANDONED AND FILLED
 HX2600'OVERPASS, IN THE TOP OF THE NORTHEAST END OF THE BRIDGE SEAT
 HX2600'OF ABANDONED SOUTHEAST STONE ABUTMENT, 6 1/2 FEET NORTHEAST OF
 HX2600'NORTHEAST RAIL, 60 FEET SOUTH OF NAVAGATION LIGHT NO. 245.8,
 HX2600'20 FEET SOUTH-SOUTHEAST OF NORTHEAST END OF 24-INCH CONCRETE
 HX2600'PIPE CULVERT WHICH REPLACES OVERPASS, 17 1/2 FEET WEST-SOUTHWEST
 HX2600'OF TELEPHONE POLE NO. 153/27, 3/4 FEET SOUTHWEST OF NORTHEAST
 HX2600'END OF BRIDGE SEAT, 3/4 FEET SOUTHEAST OF NORTHWEST EDGE OF
 HX2600'BRIDGE SEAT, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND ABOUT
 HX2600'1 1/2 FEET BELOW LEVEL OF RAILROAD FILL.  NOTE-- THE MARK IS
 HX2600'ABOUT 125 FEET EAST ACROSS THE TRACK FROM THE ENTRANCE TO AN OLD
 HX2600'MINE.
 HX2600
 HX2600                          STATION RECOVERY (1958)
 HX2600
 HX2600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HX2600'RECOVERED IN GOOD CONDITION.
 HX2600
 HX2600                          STATION RECOVERY (1976)
 HX2600
 HX2600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2600'MARK NOT FOUND.
 HX2600
 HX2600                          STATION RECOVERY (1984)
 HX2600
 HX2600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2600'NOT RECOVERED, LOCATION NOW COVERED OVER WITH 0.9 METER (3 FT) CRUSHED
 HX2600'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2135 ***********************************************************************
 JX2135  DESIGNATION -  JEPHANY KNOB
 JX2135  PID         -  JX2135
 JX2135  STATE/COUNTY-  WV/WIRT
 JX2135  USGS QUAD   -  ELIZABETH (1975)
 JX2135
 JX2135                         *CURRENT SURVEY CONTROL
 JX2135  ___________________________________________________________________
 JX2135* NAD 83(1995)-  39 02 51.00531(N)    081 24 45.54898(W)     ADJUSTED  
 JX2135* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 JX2135  ___________________________________________________________________
 JX2135  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 JX2135  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JX2135
 JX2135  HORZ ORDER  -  SECOND
 JX2135
 JX2135.The horizontal coordinates were established by classical geodetic methods
 JX2135.and adjusted by the National Geodetic Survey in April 1998..
 JX2135
 JX2135.The orthometric height was scaled from a topographic map.
 JX2135
 JX2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2135
 JX2135.The geoid height was determined by GEOID03.
 JX2135
 JX2135;                    North         East     Units Scale Factor Converg.
 JX2135;SPC WV N     -    62,544.558   434,438.572   MT  0.99999136   -1 13 11.4
 JX2135;SPC WV S     -   227,341.973   564,276.033   MT  1.00003911   -0 15 18.4
 JX2135;UTM  17      - 4,322,128.902   464,291.537   MT  0.99961570   -0 15 35.9
 JX2135
 JX2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2135!SPC WV N     -   0.99995248  x   0.99999136  =   0.99994384
 JX2135!SPC WV S     -   0.99995248  x   1.00003911  =   0.99999159
 JX2135!UTM  17      -   0.99995248  x   0.99961570  =   0.99956820
 JX2135
 JX2135|---------------------------------------------------------------------|
 JX2135| PID    Reference Object                     Distance      Geod. Az  |
 JX2135|                                                           dddmmss.s |
 JX2135| CD1889 JEPHANY KNOB RM 2                    81.921 METERS 03802     |
 JX2135| CD1888 JEPHANY KNOB RM 1                    14.948 METERS 16416     |
 JX2135| CD1887 JEPHANY KNOB AZ MK                                 1931946.9 |
 JX2135| JX2136 JEPHANY USGS 1944                     3.081 METERS 20954     |
 JX2135| JX2137 ROSE HILL ME CHURCH TOWER           APPROX. 4.9 KM 3225711.0 |
 JX2135|---------------------------------------------------------------------|
 JX2135
 JX2135                          SUPERSEDED SURVEY CONTROL
 JX2135
 JX2135  NAD 83(1986)-  39 02 51.01032(N)    081 24 45.55515(W) AD(       ) 2
 JX2135  NAD 27      -  39 02 50.72500(N)    081 24 46.12100(W) AD(       ) 2
 JX2135
 JX2135.Superseded values are not recommended for survey control.
 JX2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2135.See file dsdata.txt to determine how the superseded data were derived.
 JX2135
 JX2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6429222129(NAD 83)
 JX2135_MARKER: DS = TRIANGULATION STATION DISK
 JX2135_SETTING: 0 = UNSPECIFIED SETTING
 JX2135
 JX2135  HISTORY     - Date     Condition        Report By
 JX2135  HISTORY     - 1944     MONUMENTED       CGS
 JX2135
 JX2135                          STATION DESCRIPTION
 JX2135
 JX2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2135'STATION IS LOCATED APPROXIMATELY 2 MILES NW OF PALESTINE, 1 MILE SW
 JX2135'OF ELIZABETH, 0.5 MILE W OF
 JX2135'STATE HIGHWAY 14, ON THE S END OF A PROMINENT
 JX2135'BARE-TOPPED HILL.  THE LAND IS
 JX2135'OWNED BY MR. HERBERT ROBERTS.  THE
 JX2135'MARK IS ON THE HIGHEST POINT OF THE HILL.
 JX2135'
 JX2135'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE IN THE
 JX2135'TOP OF A 6-INCH
 JX2135'IRON PIPE THAT PROJECTS 6 INCHES.  IT IS STAMPED
 JX2135'JEPHANY KNOB 1944.  UNDERGROUND
 JX2135'MARK.
 JX2135'
 JX2135'REFERENCE MARK 1 IS ON THE S SLOPE OF THE HILL ND 6 FEET
 JX2135'LOWER IN ELEVATION
 JX2135'THAN THE STATION MARK.  IT IS A BRONZE REFERENCE
 JX2135'DISK SET IN CONCRETE IN THE TOP OF A
 JX2135'4-INCH IRON PIPE
 JX2135'THAT PROJECTS 4 INCHES.  IT IS STAMPED JEPHANY KNOB NO
 JX2135'1 1944.
 JX2135'
 JX2135'REFERENCE MARK 2 IS 50 FEET W OF A LINE OF LOCUST TREES, 6
 JX2135'FEET E OF THE TOP
 JX2135'OF THE RIDGE.  IT IS A BRONZE REFERENCE DISK
 JX2135'SET IN OUTCROPPING BEDROCK AND IS
 JX2135'STAMPED JEPHANY KNOB NO 2
 JX2135'1944.
 JX2135'
 JX2135'AZIMUTH MARK IS 23 FEET W OF THE CENTER LINE OF STATE HIGHWAY
 JX2135'14, 4 FEET N OF
 JX2135'THE N CEMENT GATEPOST, 3 FEET S OF A WITNESS
 JX2135'POST, AND 1 FOOT E OF A N-S FENCE
 JX2135'LINE.  IT IS A BRONZE AZIMUTH
 JX2135'DISK SET IN THE TOP OF A CONCRETE POST.  STAMPED
 JX2135'JEPHANY KNOB 1944.
 JX2135'
 JX2135'JEPHANY (U.S.G.S.) IS ON THE HIGHEST PART OF THE HILL.  IT
 JX2135'IS A BRONZE U.S.
 JX2135'GEOLOGICAL SURVEY BENCH-MARK DISK SET IN THE
 JX2135'TOP OF A CONCRETE POST PROJECTING 6
 JX2135'INCHES.  IT IS STAMPED WEST
 JX2135'VIRGINIA.
 JX2135'
 JX2135'TO REACH THE STATION FROM THE HIGHWAY JUNCTION IN ELIZABETH,
 JX2135'GO S ON STATE
 JX2135'HIGHWAY 14 FOR 1.25 MILES TO A DIRT T-ROAD RIGHT.*
 JX2135'TURN RIGHT AND GO FOR 0.65 MILE
 JX2135'TO AN IRON GATE ON THE LEFT AND
 JX2135'THE END OF TRUCK TRAVEL.  PACK E UP STEEP GRADE
 JX2135'ALONG THE FENCE
 JX2135'LINE APPROXIMATELLY 100 YARDS, TURN RIGHT AND FOLLOW ALONG THE
 JX2135'TOP OF THE
 JX2135'RIDGE FOR APPROXIMATELY 0.2 MILE TO THE HIGHEST PART
 JX2135'OF THE HILL AND THE STATION.
 JX2135'
 JX2135'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE ON
 JX2135'STATE HIGHWAY 14
 JX2135'FOR 1.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 JX2135'
 JX2135'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2136 ***********************************************************************
 JX2136  DESIGNATION -  JEPHANY USGS 1944
 JX2136  PID         -  JX2136
 JX2136  STATE/COUNTY-  WV/WIRT
 JX2136  USGS QUAD   -  ELIZABETH (1975)
 JX2136
 JX2136                         *CURRENT SURVEY CONTROL
 JX2136  ___________________________________________________________________
 JX2136* NAD 83(1995)-  39 02 50.91869(N)    081 24 45.61284(W)     ADJUSTED  
 JX2136* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 JX2136  ___________________________________________________________________
 JX2136  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 JX2136  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JX2136
 JX2136  HORZ ORDER  -  SECOND
 JX2136
 JX2136.The horizontal coordinates were established by classical geodetic methods
 JX2136.and adjusted by the National Geodetic Survey in April 1998..
 JX2136
 JX2136.The orthometric height was scaled from a topographic map.
 JX2136
 JX2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2136
 JX2136.The geoid height was determined by GEOID03.
 JX2136
 JX2136;                    North         East     Units Scale Factor Converg.
 JX2136;SPC WV N     -    62,541.920   434,436.980   MT  0.99999136   -1 13 11.5
 JX2136;SPC WV S     -   227,339.308   564,274.485   MT  1.00003910   -0 15 18.4
 JX2136;UTM  17      - 4,322,126.238   464,289.990   MT  0.99961570   -0 15 35.9
 JX2136
 JX2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2136!SPC WV N     -   0.99995248  x   0.99999136  =   0.99994384
 JX2136!SPC WV S     -   0.99995248  x   1.00003910  =   0.99999158
 JX2136!UTM  17      -   0.99995248  x   0.99961570  =   0.99956820
 JX2136
 JX2136                          SUPERSEDED SURVEY CONTROL
 JX2136
 JX2136  NAD 83(1986)-  39 02 50.92370(N)    081 24 45.61901(W) AD(       ) 2
 JX2136  NAD 27      -  39 02 50.63800(N)    081 24 46.18500(W) AD(       ) 2
 JX2136
 JX2136.Superseded values are not recommended for survey control.
 JX2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2136.See file dsdata.txt to determine how the superseded data were derived.
 JX2136
 JX2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6429022126(NAD 83)
 JX2136_MARKER: DB = BENCH MARK DISK
 JX2136_SETTING: 0 = UNSPECIFIED SETTING
 JX2136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2136
 JX2136  HISTORY     - Date     Condition        Report By
 JX2136  HISTORY     - 1944     MONUMENTED       USGS
 JX2136
 JX2136                          STATION DESCRIPTION
 JX2136
 JX2136'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 JX2136'STATION IS LOCATED APPROXIMATELY 2 MILES NW OF PALESTINE, 1 MILE SW
 JX2136'OF ELIZABETH, 0.5
 JX2136'MILE W OF STATE HIGHWAY 14, ON THE S END OF A
 JX2136'PROMINENT BARE-TOPPED HILL.  THE
 JX2136'LAND IS OWNED BY MR. HERBERT
 JX2136'ROBERTS.
 JX2136'
 JX2136'STATION IS MARKED BY A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK
 JX2136'DISK SET IN THE
 JX2136'TOP OF A CONCRETE POST THAT PROJECTS 6 INCHES.
 JX2136'STAMPED WEST VIRGINIA.
 JX2136'
 JX2136'TRIANGULATION STATION JEPHANY KNOB IS 3.081 METERS (10.11
 JX2136'FEET) DISTANT.
 JX2136'
 JX2136'TO REACH THE STATION FROM THE HIGHWAY JUNCTION IN ELIZABETH,
 JX2136'GO S ON STATE
 JX2136'HIGHWAY 14 FOR 1.25 MILES TO A DIRT T-ROAD RIGHT,
 JX2136'TURN RIGHT AND GO FOR 0.65 MILE
 JX2136'TO AN IRON GATE ON THE LEFT AND
 JX2136'THE END OF TRUCK TRAVEL.  PACK E UP STEEP GRADE
 JX2136'ALONG THE FENCE
 JX2136'LINE FOR APPROXIMATELY 100 YARDS, TURN RIGHT AND FOLLOW ALONG
 JX2136'THE TOP OF THE
 JX2136'RIDGE FOR APPROXIMATELY 0.2 MILE TO THE HIGHEST
 JX2136'PART OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2435 ***********************************************************************
 HX2435  DESIGNATION -  JIVIDEN
 HX2435  PID         -  HX2435
 HX2435  STATE/COUNTY-  WV/PUTNAM
 HX2435  USGS QUAD   -  ELMWOOD (1975)
 HX2435
 HX2435                         *CURRENT SURVEY CONTROL
 HX2435  ___________________________________________________________________
 HX2435* NAD 83(1986)-  38 39 40.     (N)    081 51 31.     (W)     SCALED    
 HX2435* NAVD 88     -       332.054  (meters)    1089.41   (feet)  ADJUSTED  
 HX2435  ___________________________________________________________________
 HX2435  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HX2435  DYNAMIC HT  -         331.835 (meters)    1088.70  (feet)  COMP
 HX2435  MODELED GRAV-     979,958.6   (mgal)                       NAVD 88
 HX2435
 HX2435  VERT ORDER  -  SECOND    CLASS 0
 HX2435
 HX2435.The horizontal coordinates were scaled from a topographic map and have
 HX2435.an estimated accuracy of +/- 6 seconds.
 HX2435
 HX2435.The orthometric height was determined by differential leveling
 HX2435.and adjusted by the National Geodetic Survey in June 1991..
 HX2435
 HX2435.The geoid height was determined by GEOID03.
 HX2435
 HX2435.The dynamic height is computed by dividing the NAVD 88
 HX2435.geopotential number by the normal gravity value computed on the
 HX2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2435.degrees latitude (g = 980.6199 gals.).
 HX2435
 HX2435.The modeled gravity was interpolated from observed gravity values.
 HX2435
 HX2435;                    North         East    Units  Estimated Accuracy
 HX2435;SPC WV S     -   184,720.      525,270.      MT  (+/- 180 meters Scaled)
 HX2435
 HX2435                          SUPERSEDED SURVEY CONTROL
 HX2435
 HX2435  NGVD 29 (??/??/92)  332.249  (m)         1090.05   (f) ADJ UNCH    2 0
 HX2435
 HX2435.Superseded values are not recommended for survey control.
 HX2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2435.See file dsdata.txt to determine how the superseded data were derived.
 HX2435
 HX2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC252795(NAD 83)
 HX2435_MARKER: DD = SURVEY DISK
 HX2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2435_SP_SET: STONE POST
 HX2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2435+STABILITY: SURFACE MOTION
 HX2435
 HX2435  HISTORY     - Date     Condition        Report By
 HX2435  HISTORY     - UNK      MONUMENTED       USGS
 HX2435  HISTORY     - 1956     GOOD             NGS
 HX2435
 HX2435                          STATION DESCRIPTION
 HX2435
 HX2435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2435'7.9 MI E FROM ROBERTSBURG.
 HX2435'ABOUT 7.9 MILES EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 HX2435'HIGHWAY 35 AND NORTH END OF HIGHWAY BRIDGE OVER EIGHTEEN MILE
 HX2435'CREEK AT ROBERTSBURG, ABOUT 0.45 MILE NORTHWEST OF JUNCTION
 HX2435'OF ROAD SOUTH AND WALKERS CHAPEL AND CEMETERY AT BEE, ABOUT 0.3
 HX2435'MILE EAST OF AN OLD SCHOOL, 113 FEET NORTH-NORTHEAST OF CENTER
 HX2435'LINE OF ROAD, IN THE BACK OF A WHITE FRAME HOUSE, 47 FEET
 HX2435'WEST-NORTHWEST OF CENTER OF TOP OF A WELL, 24 1/2 FEET EAST OF
 HX2435'POWER POLE NO. 47-3266/976-A 6, 26 1/2 FEET NORTHEAST OF NORTHWEST
 HX2435'CORNER OF WHITE FRAME HOUSE, 54 FEET WEST OF R.M. NO. 1, 28 FEET
 HX2435'NORTHEAST OF R.M. NO. 2, 9 FEET SOUTH-SOUTHEAST OF A 5-INCH PEAR
 HX2435'TREE, AND SET IN THE TOP OF A STONE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2434 ***********************************************************************
 HX2434  DESIGNATION -  JIVIDEN RM 1
 HX2434  PID         -  HX2434
 HX2434  STATE/COUNTY-  WV/PUTNAM
 HX2434  USGS QUAD   -  ELMWOOD (1975)
 HX2434
 HX2434                         *CURRENT SURVEY CONTROL
 HX2434  ___________________________________________________________________
 HX2434* NAD 83(1986)-  38 39 40.     (N)    081 51 31.     (W)     SCALED    
 HX2434* NAVD 88     -       332.448  (meters)    1090.71   (feet)  ADJUSTED  
 HX2434  ___________________________________________________________________
 HX2434  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HX2434  DYNAMIC HT  -         332.228 (meters)    1089.98  (feet)  COMP
 HX2434  MODELED GRAV-     979,958.6   (mgal)                       NAVD 88
 HX2434
 HX2434  VERT ORDER  -  SECOND    CLASS 0
 HX2434
 HX2434.The horizontal coordinates were scaled from a topographic map and have
 HX2434.an estimated accuracy of +/- 6 seconds.
 HX2434
 HX2434.The orthometric height was determined by differential leveling
 HX2434.and adjusted by the National Geodetic Survey in June 1991..
 HX2434
 HX2434.The geoid height was determined by GEOID03.
 HX2434
 HX2434.The dynamic height is computed by dividing the NAVD 88
 HX2434.geopotential number by the normal gravity value computed on the
 HX2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2434.degrees latitude (g = 980.6199 gals.).
 HX2434
 HX2434.The modeled gravity was interpolated from observed gravity values.
 HX2434
 HX2434;                    North         East    Units  Estimated Accuracy
 HX2434;SPC WV S     -   184,720.      525,270.      MT  (+/- 180 meters Scaled)
 HX2434
 HX2434                          SUPERSEDED SURVEY CONTROL
 HX2434
 HX2434  NGVD 29 (??/??/92)  332.643  (m)         1091.35   (f) ADJ UNCH    2 0
 HX2434
 HX2434.Superseded values are not recommended for survey control.
 HX2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2434.See file dsdata.txt to determine how the superseded data were derived.
 HX2434
 HX2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC252795(NAD 83)
 HX2434_MARKER: DR = REFERENCE MARK DISK
 HX2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2434_STAMPING: JIVIDEN 1093 1
 HX2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2434+STABILITY: SURFACE MOTION
 HX2434
 HX2434  HISTORY     - Date     Condition        Report By
 HX2434  HISTORY     - UNK      MONUMENTED       USGS
 HX2434  HISTORY     - 1956     GOOD             NGS
 HX2434
 HX2434                          STATION DESCRIPTION
 HX2434
 HX2434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2434'7.9 MI E FROM ROBERTSBURG.
 HX2434'ABOUT 7.9 MILES EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 HX2434'HIGHWAY 35 AND NORTH END OF HIGHWAY BRIDGE OVER EIGHTEENMILE
 HX2434'CREEK AT ROBERTSBURG, ABOUT 0.45 MILE NORTHWEST OF JUNCTION
 HX2434'OF ROAD SOUTH AND WALKERS CHAPEL AND CEMETERY AT BEE, 54 FEET
 HX2434'EAST OF STATION MARK, 39 FEET NORTHEAST OF NORTHEAST CORNER OF
 HX2434'HOUSE, 3 1/2 FEET NORTHEAST OF NORTHWEST CORNER OF A SMALL FRAME
 HX2434'BUILDING, 1 3/4 FEET NORTH OF NORTH FACE OF SMALL BUILDING AND
 HX2434'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2433 ***********************************************************************
 HX2433  DESIGNATION -  JIVIDEN RM 2
 HX2433  PID         -  HX2433
 HX2433  STATE/COUNTY-  WV/PUTNAM
 HX2433  USGS QUAD   -  ELMWOOD (1975)
 HX2433
 HX2433                         *CURRENT SURVEY CONTROL
 HX2433  ___________________________________________________________________
 HX2433* NAD 83(1986)-  38 39 40.     (N)    081 51 31.     (W)     SCALED    
 HX2433* NAVD 88     -       331.848  (meters)    1088.74   (feet)  ADJUSTED  
 HX2433  ___________________________________________________________________
 HX2433  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HX2433  DYNAMIC HT  -         331.629 (meters)    1088.02  (feet)  COMP
 HX2433  MODELED GRAV-     979,958.6   (mgal)                       NAVD 88
 HX2433
 HX2433  VERT ORDER  -  SECOND    CLASS 0
 HX2433
 HX2433.The horizontal coordinates were scaled from a topographic map and have
 HX2433.an estimated accuracy of +/- 6 seconds.
 HX2433
 HX2433.The orthometric height was determined by differential leveling
 HX2433.and adjusted by the National Geodetic Survey in June 1991..
 HX2433
 HX2433.The geoid height was determined by GEOID03.
 HX2433
 HX2433.The dynamic height is computed by dividing the NAVD 88
 HX2433.geopotential number by the normal gravity value computed on the
 HX2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2433.degrees latitude (g = 980.6199 gals.).
 HX2433
 HX2433.The modeled gravity was interpolated from observed gravity values.
 HX2433
 HX2433;                    North         East    Units  Estimated Accuracy
 HX2433;SPC WV S     -   184,720.      525,270.      MT  (+/- 180 meters Scaled)
 HX2433
 HX2433                          SUPERSEDED SURVEY CONTROL
 HX2433
 HX2433  NGVD 29 (??/??/92)  332.043  (m)         1089.38   (f) ADJ UNCH    2 0
 HX2433
 HX2433.Superseded values are not recommended for survey control.
 HX2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2433.See file dsdata.txt to determine how the superseded data were derived.
 HX2433
 HX2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC252795(NAD 83)
 HX2433_MARKER: DR = REFERENCE MARK DISK
 HX2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2433_STAMPING: JIVIDEN 1903 2
 HX2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2433+STABILITY: SURFACE MOTION
 HX2433
 HX2433  HISTORY     - Date     Condition        Report By
 HX2433  HISTORY     - UNK      MONUMENTED       USGS
 HX2433  HISTORY     - 1956     GOOD             NGS
 HX2433
 HX2433                          STATION DESCRIPTION
 HX2433
 HX2433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2433'7.9 MI E FROM ROBERTSBURG.
 HX2433'ABOUT 7.9 MILES EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 HX2433'HIGHWAY 35 AND NORTH END OF HIGHWAY BRIDGE OVER EIGHTEENMILE
 HX2433'CREEK AT ROBERTSBURG, ABOUT 0.45 MILE NORTHWEST OF JUNCTION OF
 HX2433'ROAD SOUTH AND WALKERS CHAPEL AND CEMETERY AT BEE, 28 FEET
 HX2433'SOUTHWEST OF STATION, 18 FEET NORTHWEST OF NORTHWEST CORNER OF
 HX2433'WHITE FRAME HOUSE, 7 FEET SOUTH-SOUTHWEST OF POWER POLE NO.
 HX2433'47-3277/976 A 6, 2 FEET WEST OF NORTHWEST CORNER OF LAWN FENCE
 HX2433'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1405 ***********************************************************************
 GX1405  DESIGNATION -  JJ 109
 GX1405  PID         -  GX1405
 GX1405  STATE/COUNTY-  WV/MERCER
 GX1405  USGS QUAD   -  PRINCETON (1976)
 GX1405
 GX1405                         *CURRENT SURVEY CONTROL
 GX1405  ___________________________________________________________________
 GX1405* NAD 83(1986)-  37 18 04.     (N)    081 04 59.     (W)     SCALED    
 GX1405* NAVD 88     -       624.076  (meters)    2047.49   (feet)  ADJUSTED  
 GX1405  ___________________________________________________________________
 GX1405  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GX1405  DYNAMIC HT  -         623.518 (meters)    2045.66  (feet)  COMP
 GX1405  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GX1405
 GX1405  VERT ORDER  -  FIRST     CLASS II
 GX1405
 GX1405.The horizontal coordinates were scaled from a topographic map and have
 GX1405.an estimated accuracy of +/- 6 seconds.
 GX1405
 GX1405.The orthometric height was determined by differential leveling
 GX1405.and adjusted by the National Geodetic Survey in June 1991..
 GX1405
 GX1405.The geoid height was determined by GEOID03.
 GX1405
 GX1405.The dynamic height is computed by dividing the NAVD 88
 GX1405.geopotential number by the normal gravity value computed on the
 GX1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1405.degrees latitude (g = 980.6199 gals.).
 GX1405
 GX1405.The modeled gravity was interpolated from observed gravity values.
 GX1405
 GX1405;                    North         East    Units  Estimated Accuracy
 GX1405;SPC WV S     -    33,420.      592,640.      MT  (+/- 180 meters Scaled)
 GX1405
 GX1405                          SUPERSEDED SURVEY CONTROL
 GX1405
 GX1405  NGVD 29 (??/??/92)  624.184  (m)         2047.84   (f) ADJ UNCH    1 2
 GX1405
 GX1405.Superseded values are not recommended for survey control.
 GX1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1405.See file dsdata.txt to determine how the superseded data were derived.
 GX1405
 GX1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB926282(NAD 83)
 GX1405_MARKER: DB = BENCH MARK DISK
 GX1405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1405_SP_SET: SIGNAL
 GX1405_STAMPING: JJ 109 1935
 GX1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1405
 GX1405  HISTORY     - Date     Condition        Report By
 GX1405  HISTORY     - 1935     MONUMENTED       CGS
 GX1405  HISTORY     - 1965     GOOD             NGS
 GX1405  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 GX1405  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1405
 GX1405                          STATION DESCRIPTION
 GX1405
 GX1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1405'7.9 MI W FROM OAKVALE.
 GX1405'ABOUT 7.9 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1405'THE STATION AT OAKVALE, ABOUT 0.7 MILE WEST OF THE RAILROAD
 GX1405'BRIDGE OVER THE EAST RIVER, 11 3/4 RAILS EAST OF MILEPOST
 GX1405'N-355, SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 GX1405'BASE OF AN ABANDONED SIGNAL, 8.6 FEET NORTH OF THE NORTH RAIL
 GX1405'OF THE WESTBOUND TRACK, 8 1/2 FEET SOUTH OF THE CENTER LINE
 GX1405'OF A NARROW DIRT ROAD, 2 FEET WEST OF THE SOUTHEAST CORNER OF A
 GX1405'WOODEN CULVERT UNDER THE DIRT ROAD AND ABOUT 2 1/2 FEET BELOW
 GX1405'THE LEVEL OF THE TRACK.  NOTE-- ADDITIONAL J ADDED TO STAMPING
 GX1405'AS PER INSTRUCTION.
 GX1405
 GX1405                          STATION RECOVERY (1980)
 GX1405
 GX1405'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1405'MARK NOT FOUND.
 GX1405
 GX1405                          STATION RECOVERY (1984)
 GX1405
 GX1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1405'NOT RECOVERED, INACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3562 ***********************************************************************
 HW3562  DESIGNATION -  JOB WV HWY COMM RAD MAST 1956
 HW3562  PID         -  HW3562
 HW3562  STATE/COUNTY-  WV/RANDOLPH
 HW3562  USGS QUAD   -  WHITMER (1995)
 HW3562
 HW3562                         *CURRENT SURVEY CONTROL
 HW3562  ___________________________________________________________________
 HW3562* NAD 83(1995)-  38 51 54.14198(N)    079 34 38.16466(W)     ADJUSTED  
 HW3562* NAVD 88     -                                                        
 HW3562  ___________________________________________________________________
 HW3562  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 HW3562  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HW3562
 HW3562  HORZ ORDER  -  THIRD
 HW3562
 HW3562.The horizontal coordinates were established by classical geodetic methods
 HW3562.and adjusted by the National Geodetic Survey in April 1998..
 HW3562
 HW3562
 HW3562.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3562
 HW3562.The geoid height was determined by GEOID03.
 HW3562
 HW3562;                    North         East     Units Scale Factor Converg.
 HW3562;SPC WV S     -   207,953.872   723,474.625   MT  0.99999615   +0 52 46.3
 HW3562;UTM  17      - 4,302,761.779   623,433.284   MT  0.99978761   +0 53 34.3
 HW3562
 HW3562                          SUPERSEDED SURVEY CONTROL
 HW3562
 HW3562  NAD 83(1995)-  38 51 54.14783(N)    079 34 38.17466(W) AD(       ) 4
 HW3562  NAD 83(1986)-  38 51 54.14854(N)    079 34 38.17501(W) AD(       ) 4
 HW3562  NAD 27      -  38 51 53.75400(N)    079 34 38.97900(W) AD(       ) 3
 HW3562
 HW3562.Superseded values are not recommended for survey control.
 HW3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3562.See file dsdata.txt to determine how the superseded data were derived.
 HW3562
 HW3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD2343302762(NAD 83)
 HW3562_MARKER: 42 = RADIO/TV MAST
 HW3562
 HW3562  HISTORY     - Date     Condition        Report By
 HW3562  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3562
 HW3562                          STATION DESCRIPTION
 HW3562
 HW3562'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3562'THE STATION IS LOCATED ABOUT 5 MILES AIRLINE SOUTH SOUTHWEST
 HW3562'OF HARMAN, 1 MILE
 HW3562'WEST OF JOB, ON THE HIGHEST PART OF HAINES KNOB.
 HW3562'
 HW3562'THE MAST IS OF STEEL CONSTRUCTION, ALTERNATELY PAINTED ORANGE AND
 HW3562'WHITE, AND IS ABOUT 100 FEET
 HW3562'HIGH.  IT IS 64.370 FEET, 19.620 METERS NORTH OF TRIANGULATION
 HW3562'STATION HAINES.  THE CENTER OF THE
 HW3562'BASE OF THE MAST WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0852 ***********************************************************************
 KY0852  DESIGNATION -  K
 KY0852  PID         -  KY0852
 KY0852  STATE/COUNTY-  WV/OHIO
 KY0852  USGS QUAD   -  WHEELING (1994)
 KY0852
 KY0852                         *CURRENT SURVEY CONTROL
 KY0852  ___________________________________________________________________
 KY0852* NAD 83(1986)-  40 02 48.     (N)    080 39 11.     (W)     SCALED    
 KY0852* NAVD 88     -       214.493  (meters)     703.72   (feet)  ADJUSTED  
 KY0852  ___________________________________________________________________
 KY0852  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY0852  DYNAMIC HT  -         214.374 (meters)     703.33  (feet)  COMP
 KY0852  MODELED GRAV-     980,066.6   (mgal)                       NAVD 88
 KY0852
 KY0852  VERT ORDER  -  SECOND    CLASS 0
 KY0852
 KY0852.The horizontal coordinates were scaled from a topographic map and have
 KY0852.an estimated accuracy of +/- 6 seconds.
 KY0852
 KY0852.The orthometric height was determined by differential leveling
 KY0852.and adjusted by the National Geodetic Survey in June 1991..
 KY0852
 KY0852.The geoid height was determined by GEOID03.
 KY0852
 KY0852.The dynamic height is computed by dividing the NAVD 88
 KY0852.geopotential number by the normal gravity value computed on the
 KY0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0852.degrees latitude (g = 980.6199 gals.).
 KY0852
 KY0852.The modeled gravity was interpolated from observed gravity values.
 KY0852
 KY0852;                    North         East    Units  Estimated Accuracy
 KY0852;SPC WV N     -   172,340.      501,610.      MT  (+/- 180 meters Scaled)
 KY0852
 KY0852                          SUPERSEDED SURVEY CONTROL
 KY0852
 KY0852  NGVD 29 (??/??/92)  214.65   (m)          704.2    (f) COMPUTED    2 0
 KY0852
 KY0852.Superseded values are not recommended for survey control.
 KY0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0852.See file dsdata.txt to determine how the superseded data were derived.
 KY0852
 KY0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE295329(NAD 83)
 KY0852_MARKER: DD = SURVEY DISK
 KY0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0852+STABILITY: SURFACE MOTION
 KY0852
 KY0852  HISTORY     - Date     Condition        Report By
 KY0852  HISTORY     - UNK      MONUMENTED       WVGS
 KY0852  HISTORY     - 1955     MARK NOT FOUND   NGS
 KY0852  HISTORY     - 1960     MARK NOT FOUND   NGS
 KY0852
 KY0852                          STATION DESCRIPTION
 KY0852
 KY0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KY0852'0.4 MI NE FROM ELM GROVE.
 KY0852'0.4 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY0852'STATION AT ELM GROVE, OHIO COUNTY, NEAR THE EAST CITY LIMITS,
 KY0852'95 FEET WEST OF HIGHWAY MILEPOST 6, AND 45 FEET NORTH OF THE
 KY0852'NORTH CURB OF U.S. HIGHWAY 40.  A STATE SURVEY STANDARD DISK,
 KY0852'SET IN THE TOP OF A CONCRETE POST.
 KY0852
 KY0852                          STATION RECOVERY (1960)
 KY0852
 KY0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2917 ***********************************************************************
 JV2917  DESIGNATION -  K 1
 JV2917  PID         -  JV2917
 JV2917  STATE/COUNTY-  WV/JEFFERSON
 JV2917  USGS QUAD   -  CHARLES TOWN (1988)
 JV2917
 JV2917                         *CURRENT SURVEY CONTROL
 JV2917  ___________________________________________________________________
 JV2917* NAD 83(1986)-  39 18 54.     (N)    077 45 10.     (W)     SCALED    
 JV2917* NAVD 88     -        88.445  (meters)     290.17   (feet)  ADJUSTED  
 JV2917  ___________________________________________________________________
 JV2917  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JV2917  DYNAMIC HT  -          88.393 (meters)     290.00  (feet)  COMP
 JV2917  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 JV2917
 JV2917  VERT ORDER  -  FIRST     CLASS II
 JV2917
 JV2917.The horizontal coordinates were scaled from a topographic map and have
 JV2917.an estimated accuracy of +/- 6 seconds.
 JV2917
 JV2917.The orthometric height was determined by differential leveling
 JV2917.and adjusted by the National Geodetic Survey in June 1991..
 JV2917
 JV2917.The geoid height was determined by GEOID03.
 JV2917
 JV2917.The dynamic height is computed by dividing the NAVD 88
 JV2917.geopotential number by the normal gravity value computed on the
 JV2917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2917.degrees latitude (g = 980.6199 gals.).
 JV2917
 JV2917.The modeled gravity was interpolated from observed gravity values.
 JV2917
 JV2917;                    North         East    Units  Estimated Accuracy
 JV2917;SPC WV N     -    91,940.      750,670.      MT  (+/- 180 meters Scaled)
 JV2917
 JV2917                          SUPERSEDED SURVEY CONTROL
 JV2917
 JV2917  NGVD 29 (??/??/??)   88.629  (m)          290.78   (f) ADJUSTED    1 2
 JV2917
 JV2917.Superseded values are not recommended for survey control.
 JV2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2917.See file dsdata.txt to determine how the superseded data were derived.
 JV2917
 JV2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ626553(NAD 83)
 JV2917_MARKER: DB = BENCH MARK DISK
 JV2917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2917_SP_SET: BRIDGE
 JV2917_STAMPING: 290.777 K 1 1929
 JV2917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2917
 JV2917  HISTORY     - Date     Condition        Report By
 JV2917  HISTORY     - 1929     MONUMENTED       CGS
 JV2917  HISTORY     - 1934     GOOD             CGS
 JV2917  HISTORY     - 1976     GOOD             LOCENG
 JV2917
 JV2917                          STATION DESCRIPTION
 JV2917
 JV2917'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JV2917'1.6 MI SW FROM HARPERS FERRY.
 JV2917'1.6 MILES SOUTHWEST ALONG THE CHARLES TOWN BRANCH OF THE BALTIMORE
 JV2917'AND OHIO RAILROAD FROM THE STATION AT HARPERS FERRY, JEFFERSON
 JV2917'COUNTY, AT THE ENTRANCE GATES OF THE MILL RUNWAY, AT BRIDGE 7, AT
 JV2917'THE NORTHWEST END OF THE SOUTHWEST ABUTMENT, IN THE TOP OF THE
 JV2917'SOUTHWEST END OF THE CONCRETE WING WALL, 12 FEET NORTHWEST OF THE
 JV2917'CENTERLINE OF THE TRACK AND 1/2 FOOT LOWER THAN THE RAIL.  A
 JV2917'STANDARD DISK, STAMPED 290.777 K 1 1929.
 JV2917
 JV2917                          STATION RECOVERY (1934)
 JV2917
 JV2917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JV2917'RECOVERED IN GOOD CONDITION.
 JV2917
 JV2917                          STATION RECOVERY (1976)
 JV2917
 JV2917'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JV2917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1465 ***********************************************************************
 HX1465  DESIGNATION -  K 10
 HX1465  PID         -  HX1465
 HX1465  STATE/COUNTY-  WV/LEWIS
 HX1465  USGS QUAD   -  PETERSON (1989)
 HX1465
 HX1465                         *CURRENT SURVEY CONTROL
 HX1465  ___________________________________________________________________
 HX1465* NAD 83(1986)-  38 53 44.     (N)    080 31 11.     (W)     SCALED    
 HX1465* NAVD 88     -       287.804  (meters)     944.24   (feet)  ADJUSTED  
 HX1465  ___________________________________________________________________
 HX1465  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HX1465  DYNAMIC HT  -         287.615 (meters)     943.62  (feet)  COMP
 HX1465  MODELED GRAV-     979,964.6   (mgal)                       NAVD 88
 HX1465
 HX1465  VERT ORDER  -  SECOND    CLASS 0
 HX1465
 HX1465.The horizontal coordinates were scaled from a topographic map and have
 HX1465.an estimated accuracy of +/- 6 seconds.
 HX1465
 HX1465.The orthometric height was determined by differential leveling
 HX1465.and adjusted by the National Geodetic Survey in June 1991..
 HX1465
 HX1465.The geoid height was determined by GEOID03.
 HX1465
 HX1465.The dynamic height is computed by dividing the NAVD 88
 HX1465.geopotential number by the normal gravity value computed on the
 HX1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1465.degrees latitude (g = 980.6199 gals.).
 HX1465
 HX1465.The modeled gravity was interpolated from observed gravity values.
 HX1465
 HX1465;                    North         East    Units  Estimated Accuracy
 HX1465;SPC WV S     -   210,500.      641,670.      MT  (+/- 180 meters Scaled)
 HX1465
 HX1465                          SUPERSEDED SURVEY CONTROL
 HX1465
 HX1465  NGVD 29 (??/??/92)  287.963  (m)          944.76   (f) ADJ UNCH    2 0
 HX1465
 HX1465.Superseded values are not recommended for survey control.
 HX1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1465.See file dsdata.txt to determine how the superseded data were derived.
 HX1465
 HX1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND416052(NAD 83)
 HX1465_MARKER: DB = BENCH MARK DISK
 HX1465_SETTING: 66 = SET IN ROCK OUTCROP
 HX1465_SP_SET: ROCK OUTCROP
 HX1465_STAMPING: K 10 1933
 HX1465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1465+STABILITY: POSITION/ELEVATION WELL
 HX1465
 HX1465  HISTORY     - Date     Condition        Report By
 HX1465  HISTORY     - 1933     MONUMENTED       CGS
 HX1465  HISTORY     - 1940     MARK NOT FOUND   NGS
 HX1465
 HX1465                          STATION DESCRIPTION
 HX1465
 HX1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1465'1.8 MI S FROM ARNOLD.
 HX1465'1.8 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1465'STATION AT ARNOLD, LEWIS COUNTY, 34 RAILS SOUTH OF MILEPOST C
 HX1465'41, 1.5 RAILS NORTH OF THE NORTH END OF BRIDGE 41 A, IN THE TOP
 HX1465'OF A LARGE ROCK OUTCROP, 7 FEET WEST OF THE CENTERLINE OF THE
 HX1465'TRACK, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 HX1465'STAMPED K 10 1933.
 HX1465
 HX1465                          STATION RECOVERY (1940)
 HX1465
 HX1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 HX1465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1276 ***********************************************************************
 JX1276  DESIGNATION -  K 101
 JX1276  PID         -  JX1276
 JX1276  STATE/COUNTY-  WV/JACKSON
 JX1276  USGS QUAD   -  POND CREEK (1994)
 JX1276
 JX1276                         *CURRENT SURVEY CONTROL
 JX1276  ___________________________________________________________________
 JX1276* NAD 83(1986)-  39 04 29.     (N)    081 42 33.     (W)     SCALED    
 JX1276* NAVD 88     -       286.090  (meters)     938.61   (feet)  ADJUSTED  
 JX1276  ___________________________________________________________________
 JX1276  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JX1276  DYNAMIC HT  -         285.910 (meters)     938.02  (feet)  COMP
 JX1276  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 JX1276
 JX1276  VERT ORDER  -  SECOND    CLASS 0
 JX1276
 JX1276.The horizontal coordinates were scaled from a topographic map and have
 JX1276.an estimated accuracy of +/- 6 seconds.
 JX1276
 JX1276.The orthometric height was determined by differential leveling
 JX1276.and adjusted by the National Geodetic Survey in June 1991..
 JX1276
 JX1276.The geoid height was determined by GEOID03.
 JX1276
 JX1276.The dynamic height is computed by dividing the NAVD 88
 JX1276.geopotential number by the normal gravity value computed on the
 JX1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1276.degrees latitude (g = 980.6199 gals.).
 JX1276
 JX1276.The modeled gravity was interpolated from observed gravity values.
 JX1276
 JX1276;                    North         East    Units  Estimated Accuracy
 JX1276;SPC WV S     -   230,520.      538,630.      MT  (+/- 180 meters Scaled)
 JX1276
 JX1276                          SUPERSEDED SURVEY CONTROL
 JX1276
 JX1276  NGVD 29 (??/??/92)  286.265  (m)          939.19   (f) ADJ UNCH    2 0
 JX1276
 JX1276.Superseded values are not recommended for survey control.
 JX1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1276.See file dsdata.txt to determine how the superseded data were derived.
 JX1276
 JX1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD386253(NAD 83)
 JX1276_MARKER: DB = BENCH MARK DISK
 JX1276_SETTING: 66 = SET IN ROCK OUTCROP
 JX1276_SP_SET: ROCK LEDGE
 JX1276_STAMPING: K 101 1956
 JX1276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1276+STABILITY: POSITION/ELEVATION WELL
 JX1276
 JX1276  HISTORY     - Date     Condition        Report By
 JX1276  HISTORY     - 1956     MONUMENTED       CGS
 JX1276
 JX1276                          STATION DESCRIPTION
 JX1276
 JX1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1276'7.2 MI SE FROM BELLEVILLE.
 JX1276'2.9 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE BALTIMORE AND OHIO
 JX1276'RAILROAD STATION AT BELLEVILLE TO A POINT 0.7 MILE SOUTH OF
 JX1276'BRIDGE OVER POND CREEK, THENCE ABOUT 0.8 MILE SOUTHEAST, ABOUT
 JX1276'0.1 MILE NORTHEAST, ABOUT 2.15 MILES SOUTHEAST AND EAST ALONG
 JX1276'DIRT ROADS, THENCE ABOUT 0.45 MILE NORTH ALONG A GRAVEL ROAD
 JX1276'FOLLOWING LITTLE POND CREEK, THENCE ABOUT 0.75 MILE SOUTHEAST ALONG
 JX1276'DIRT ROAD FOLLOWING RIDGE BETWEEN LITTLE POND CREEK AND CABIN
 JX1276'FORK, ABOUT 0.15 MILE SOUTHEAST OF MT. ZION CHURCH AND CEMETERY
 JX1276'(CONCRETE BLOCK CHURCH BUILDING), AT A POINT DIRT ROAD CROSSES
 JX1276'A SHARP ROCKY RIDGE, IN THE TOP OF A SANDSTONE LEDGE, 8 FEET
 JX1276'SOUTHWEST OF CENTER LINE OF ROAD, 81 FEET NORTH-NORTHEAST OF A
 JX1276'POWER POLE, 10 1/2 FEET NORTHWEST OF SOUTHEAST END OF LEDGE,
 JX1276'2 3/4 FEET SOUTH OF THE TOP OF A 12-INCH TRIANGLE CHISELED IN
 JX1276'NORTHEAST FACE OF LEDGE, 1 3/4 FEET SOUTHWEST OF NORTHEAST
 JX1276'EDGE OF LEDGE AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1287 ***********************************************************************
 JX1287  DESIGNATION -  K 102
 JX1287  PID         -  JX1287
 JX1287  STATE/COUNTY-  WV/JACKSON
 JX1287  USGS QUAD   -  POND CREEK (1994)
 JX1287
 JX1287                         *CURRENT SURVEY CONTROL
 JX1287  ___________________________________________________________________
 JX1287* NAD 83(1986)-  39 02 01.     (N)    081 38 41.     (W)     SCALED    
 JX1287* NAVD 88     -       321.433  (meters)    1054.57   (feet)  ADJUSTED  
 JX1287  ___________________________________________________________________
 JX1287  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX1287  DYNAMIC HT  -         321.229 (meters)    1053.90  (feet)  COMP
 JX1287  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
 JX1287
 JX1287  VERT ORDER  -  SECOND    CLASS 0
 JX1287
 JX1287.The horizontal coordinates were scaled from a topographic map and have
 JX1287.an estimated accuracy of +/- 6 seconds.
 JX1287
 JX1287.The orthometric height was determined by differential leveling
 JX1287.and adjusted by the National Geodetic Survey in June 1991..
 JX1287
 JX1287.The geoid height was determined by GEOID03.
 JX1287
 JX1287.The dynamic height is computed by dividing the NAVD 88
 JX1287.geopotential number by the normal gravity value computed on the
 JX1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1287.degrees latitude (g = 980.6199 gals.).
 JX1287
 JX1287.The modeled gravity was interpolated from observed gravity values.
 JX1287
 JX1287;                    North         East    Units  Estimated Accuracy
 JX1287;SPC WV S     -   225,910.      544,180.      MT  (+/- 180 meters Scaled)
 JX1287
 JX1287                          SUPERSEDED SURVEY CONTROL
 JX1287
 JX1287  NGVD 29 (??/??/92)  321.599  (m)         1055.11   (f) ADJ UNCH    2 0
 JX1287
 JX1287.Superseded values are not recommended for survey control.
 JX1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1287.See file dsdata.txt to determine how the superseded data were derived.
 JX1287
 JX1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD441207(NAD 83)
 JX1287_MARKER: DB = BENCH MARK DISK
 JX1287_SETTING: 66 = SET IN ROCK OUTCROP
 JX1287_SP_SET: ROCK LEDGE
 JX1287_STAMPING: K 102 1956
 JX1287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1287+STABILITY: POSITION/ELEVATION WELL
 JX1287
 JX1287  HISTORY     - Date     Condition        Report By
 JX1287  HISTORY     - 1956     MONUMENTED       CGS
 JX1287
 JX1287                          STATION DESCRIPTION
 JX1287
 JX1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1287'10.6 MI SW FROM ROCKPORT.
 JX1287'0.15 MILE SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1287'ROCKPORT THENCE ABOUT 6.65 MILES SOUTHWEST AND WEST ALONG A
 JX1287'GRAVEL ROAD LEADING TO BELLEVILLE THENCE ABOUT 2.2 MILES
 JX1287'SOUTHEAST ALONG A NARROW GRAVEL ROAD, THENCE ABOUT 1.65 MILES
 JX1287'WEST AND SOUTHWEST ALONG A DIRT ROAD, AT THE JUNCTION OF A
 JX1287'GRAVEL ROAD AND ON THE OUTSIDE OF A CURVE IN GRAVEL ROAD WITH
 JX1287'TANGENTS EXTENDING WEST AND SOUTHEAST, SET IN THE TOP OF A
 JX1287'LAYERED SANDSTONE LEDGE PROJECTING OUT OF CUT BANK ON NORTHEAST
 JX1287'SIDE OF GRAVEL ROAD, 14 FEET NORTHEAST OF CENTER LINE OF
 JX1287'SOUTHEAST TANGENT OF GRAVEL ROAD 17 FEET SOUTHEAST OF CENTER
 JX1287'LINE OF DIRT ROAD NORTHEAST, 54 1/2 FEET EAST-SOUTHEAST AND
 JX1287'ACROSS GRAVEL ROAD FROM THE NORTHEAST CORNER OF A BARN, 1 1/2
 JX1287'FEET NORTH AND SOUTH 2 INCHES ABOVE THE TOP OF A 10-INCH
 JX1287'TRIANGLE CUT IN SOUTHWEST FACE OF LEDGE AND ABOUT 2 1/2 FEET
 JX1287'BELOW LEVEL OF ROAD NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0322 ***********************************************************************
 HY0322  DESIGNATION -  K 104
 HY0322  PID         -  HY0322
 HY0322  STATE/COUNTY-  WV/MASON
 HY0322  USGS QUAD   -  CHESHIRE (1989)
 HY0322
 HY0322                         *CURRENT SURVEY CONTROL
 HY0322  ___________________________________________________________________
 HY0322* NAD 83(1986)-  38 55 00.     (N)    082 01 43.     (W)     SCALED    
 HY0322* NAVD 88     -       184.286  (meters)     604.61   (feet)  ADJUSTED  
 HY0322  ___________________________________________________________________
 HY0322  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HY0322  DYNAMIC HT  -         184.170 (meters)     604.23  (feet)  COMP
 HY0322  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 HY0322
 HY0322  VERT ORDER  -  SECOND    CLASS 0
 HY0322
 HY0322.The horizontal coordinates were scaled from a topographic map and have
 HY0322.an estimated accuracy of +/- 6 seconds.
 HY0322
 HY0322.The orthometric height was determined by differential leveling
 HY0322.and adjusted by the National Geodetic Survey in June 1991..
 HY0322
 HY0322.The geoid height was determined by GEOID03.
 HY0322
 HY0322.The dynamic height is computed by dividing the NAVD 88
 HY0322.geopotential number by the normal gravity value computed on the
 HY0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0322.degrees latitude (g = 980.6199 gals.).
 HY0322
 HY0322.The modeled gravity was interpolated from observed gravity values.
 HY0322
 HY0322;                    North         East    Units  Estimated Accuracy
 HY0322;SPC WV S     -   213,230.      510,790.      MT  (+/- 180 meters Scaled)
 HY0322
 HY0322                          SUPERSEDED SURVEY CONTROL
 HY0322
 HY0322  NGVD 29 (??/??/92)  184.481  (m)          605.25   (f) ADJ UNCH    2 0
 HY0322
 HY0322.Superseded values are not recommended for survey control.
 HY0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0322.See file dsdata.txt to determine how the superseded data were derived.
 HY0322
 HY0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD108080(NAD 83)
 HY0322_MARKER: DB = BENCH MARK DISK
 HY0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0322_STAMPING: K 104 1956
 HY0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0322+STABILITY: SURFACE MOTION
 HY0322
 HY0322  HISTORY     - Date     Condition        Report By
 HY0322  HISTORY     - 1956     MONUMENTED       CGS
 HY0322  HISTORY     - 1976     MARK NOT FOUND   NGS
 HY0322
 HY0322                          STATION DESCRIPTION
 HY0322
 HY0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0322'6.7 MI SE FROM LAKIN.
 HY0322'2.05 MILES SOUTH ALONG STATE HIGHWAY 62 FROM LAKIN STATE HOSPITAL
 HY0322'AT LAKIN, THENCE ABOUT 1.95 MILES SOUTHEAST AND 0.3 MILE NORTHEAST
 HY0322'ALONG A BLACK TOP ROAD, THENCE ABOUT 2.4 MILES SOUTHEAST AND EAST
 HY0322'ALONG A GRAVEL ROAD, ABOUT 50 YARDS SOUTHEAST OF A CURVE IN ROAD
 HY0322'WITH TANGENTS EXTENDING SOUTHEAST AND WEST, 19 FEET NORTHEAST
 HY0322'OF CENTER LINE OF ROAD, 43 FEET SOUTHEAST OF CENTER OF A FARM GATE,
 HY0322'60 FEET NORTHWEST OF NORTHEAST END OF A 30-INCH TILE PIPE CULVERT
 HY0322'UNDER ROAD, 12 FEET NORTHWEST OF A LONE 12-INCH WALNUT TREE WHICH
 HY0322'IS IN A FENCE LINE, 1 FOOT SOUTHWEST OF A FENCE LINE, 2 FEET
 HY0322'SOUTHEAST OF A WHITE WOODEN WITNESS POST ABOUT 1/2 FOOT BELOW
 HY0322'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY0322'4 INCHES.
 HY0322
 HY0322                          STATION RECOVERY (1976)
 HY0322
 HY0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2384 ***********************************************************************
 HX2384  DESIGNATION -  K 105
 HX2384  PID         -  HX2384
 HX2384  STATE/COUNTY-  WV/JACKSON
 HX2384  USGS QUAD   -  KENNA (1975)
 HX2384
 HX2384                         *CURRENT SURVEY CONTROL
 HX2384  ___________________________________________________________________
 HX2384* NAD 83(1986)-  38 39 46.     (N)    081 39 51.     (W)     SCALED    
 HX2384* NAVD 88     -       282.040  (meters)     925.33   (feet)  ADJUSTED  
 HX2384  ___________________________________________________________________
 HX2384  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HX2384  DYNAMIC HT  -         281.851 (meters)     924.71  (feet)  COMP
 HX2384  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 HX2384
 HX2384  VERT ORDER  -  SECOND    CLASS 0
 HX2384
 HX2384.The horizontal coordinates were scaled from a topographic map and have
 HX2384.an estimated accuracy of +/- 6 seconds.
 HX2384
 HX2384.The orthometric height was determined by differential leveling
 HX2384.and adjusted by the National Geodetic Survey in June 1991..
 HX2384
 HX2384.The geoid height was determined by GEOID03.
 HX2384
 HX2384.The dynamic height is computed by dividing the NAVD 88
 HX2384.geopotential number by the normal gravity value computed on the
 HX2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2384.degrees latitude (g = 980.6199 gals.).
 HX2384
 HX2384.The modeled gravity was interpolated from observed gravity values.
 HX2384
 HX2384;                    North         East    Units  Estimated Accuracy
 HX2384;SPC WV S     -   184,760.      542,200.      MT  (+/- 180 meters Scaled)
 HX2384
 HX2384                          SUPERSEDED SURVEY CONTROL
 HX2384
 HX2384  NGVD 29 (??/??/92)  282.221  (m)          925.92   (f) ADJ UNCH    2 0
 HX2384
 HX2384.Superseded values are not recommended for survey control.
 HX2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2384.See file dsdata.txt to determine how the superseded data were derived.
 HX2384
 HX2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC422795(NAD 83)
 HX2384_MARKER: DB = BENCH MARK DISK
 HX2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2384_STAMPING: K 105 1956
 HX2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2384+STABILITY: SURFACE MOTION
 HX2384
 HX2384  HISTORY     - Date     Condition        Report By
 HX2384  HISTORY     - 1956     MONUMENTED       CGS
 HX2384
 HX2384                          STATION DESCRIPTION
 HX2384
 HX2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2384'1 MI S FROM KENNA.
 HX2384'ABOUT 0.95 MILE SOUTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION
 HX2384'OF ROAD EAST TO KENTUCK AT KENNA, ABOUT 0.3 MILE NORTH OF TOP
 HX2384'OF GRADE OF DIVIDE HILL AND JUNCTION OF STATE HIGHWAY 34 LEADING
 HX2384'WEST, ABOUT 0.45 MILE SOUTH OF DRIVE WEST TO KENNA SCHOOL, 25
 HX2384'FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 1 1/2 FEET NORTHWEST
 HX2384'OF A FENCE LINE, 7 1/2 FEET SOUTH OF SOUTHWEST END OF A GUARD
 HX2384'RAIL, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 HX2384'FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HX2384'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2510 ***********************************************************************
 HX2510  DESIGNATION -  K 106
 HX2510  PID         -  HX2510
 HX2510  STATE/COUNTY-  WV/JACKSON
 HX2510  USGS QUAD   -  RIPLEY (1975)
 HX2510
 HX2510                         *CURRENT SURVEY CONTROL
 HX2510  ___________________________________________________________________
 HX2510* NAD 83(1986)-  38 45 01.     (N)    081 40 28.     (W)     SCALED    
 HX2510* NAVD 88     -       286.508  (meters)     939.99   (feet)  ADJUSTED  
 HX2510  ___________________________________________________________________
 HX2510  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HX2510  DYNAMIC HT  -         286.320 (meters)     939.37  (feet)  COMP
 HX2510  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 HX2510
 HX2510  VERT ORDER  -  SECOND    CLASS 0
 HX2510
 HX2510.The horizontal coordinates were scaled from a topographic map and have
 HX2510.an estimated accuracy of +/- 6 seconds.
 HX2510
 HX2510.The orthometric height was determined by differential leveling
 HX2510.and adjusted by the National Geodetic Survey in June 1991..
 HX2510
 HX2510.The geoid height was determined by GEOID03.
 HX2510
 HX2510.The dynamic height is computed by dividing the NAVD 88
 HX2510.geopotential number by the normal gravity value computed on the
 HX2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2510.degrees latitude (g = 980.6199 gals.).
 HX2510
 HX2510.The modeled gravity was interpolated from observed gravity values.
 HX2510
 HX2510;                    North         East    Units  Estimated Accuracy
 HX2510;SPC WV S     -   194,480.      541,370.      MT  (+/- 180 meters Scaled)
 HX2510
 HX2510                          SUPERSEDED SURVEY CONTROL
 HX2510
 HX2510  NGVD 29 (??/??/92)  286.687  (m)          940.57   (f) ADJ UNCH    2 0
 HX2510
 HX2510.Superseded values are not recommended for survey control.
 HX2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2510.See file dsdata.txt to determine how the superseded data were derived.
 HX2510
 HX2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC413892(NAD 83)
 HX2510_MARKER: DB = BENCH MARK DISK
 HX2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2510_STAMPING: K 106 1956
 HX2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2510+STABILITY: SURFACE MOTION
 HX2510
 HX2510  HISTORY     - Date     Condition        Report By
 HX2510  HISTORY     - 1956     MONUMENTED       CGS
 HX2510
 HX2510                          STATION DESCRIPTION
 HX2510
 HX2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2510'4.5 MI W FROM STATTS MILLS.
 HX2510'ABOUT 4.0 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD FROM THE
 HX2510'POST OFFICE AT STATTS MILLS, THENCE ABOUT 0.5 MILE SOUTHWEST
 HX2510'ALONG A NARROW DIRT ROAD, AT THE TOP OF A GRADE, 10 FEET
 HX2510'EAST-SOUTHEAST OF THE CENTER LINE OF ROAD, 165 FEET SOUTHWEST
 HX2510'AND ACROSS ROAD FROM A PIPE LINE MARKER POST (OR CABLE LINE MARKER
 HX2510'POST, 15 1/2 FEET NORTHEAST OF A 14-INCH TULIP TREE, 2 FEET
 HX2510'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD
 HX2510'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HX2510'NOTE-- MARK IS REACHED FROM KENNA, JACKSON COUNTY BY GOING ABOUT
 HX2510'4.85 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION OF ROAD
 HX2510'SOUTHEAST TO KENTUCK, THENCE ABOUT 0.35 MILE EAST ALONG A DIRT
 HX2510'ROAD, THENCE ABOUT 0.6 MILE NORTH AND NORTHEAST ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2476 ***********************************************************************
 HX2476  DESIGNATION -  K 107
 HX2476  PID         -  HX2476
 HX2476  STATE/COUNTY-  WV/JACKSON
 HX2476  USGS QUAD   -  GAY (1987)
 HX2476
 HX2476                         *CURRENT SURVEY CONTROL
 HX2476  ___________________________________________________________________
 HX2476* NAD 83(1986)-  38 45 36.     (N)    081 35 15.     (W)     SCALED    
 HX2476* NAVD 88     -       216.896  (meters)     711.60   (feet)  ADJUSTED  
 HX2476  ___________________________________________________________________
 HX2476  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HX2476  DYNAMIC HT  -         216.753 (meters)     711.13  (feet)  COMP
 HX2476  MODELED GRAV-     979,961.7   (mgal)                       NAVD 88
 HX2476
 HX2476  VERT ORDER  -  SECOND    CLASS 0
 HX2476
 HX2476.The horizontal coordinates were scaled from a topographic map and have
 HX2476.an estimated accuracy of +/- 6 seconds.
 HX2476
 HX2476.The orthometric height was determined by differential leveling
 HX2476.and adjusted by the National Geodetic Survey in June 1991..
 HX2476
 HX2476.The geoid height was determined by GEOID03.
 HX2476
 HX2476.The dynamic height is computed by dividing the NAVD 88
 HX2476.geopotential number by the normal gravity value computed on the
 HX2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2476.degrees latitude (g = 980.6199 gals.).
 HX2476
 HX2476.The modeled gravity was interpolated from observed gravity values.
 HX2476
 HX2476;                    North         East    Units  Estimated Accuracy
 HX2476;SPC WV S     -   195,510.      548,940.      MT  (+/- 180 meters Scaled)
 HX2476
 HX2476                          SUPERSEDED SURVEY CONTROL
 HX2476
 HX2476  NGVD 29 (??/??/92)  217.071  (m)          712.17   (f) ADJ UNCH    2 0
 HX2476
 HX2476.Superseded values are not recommended for survey control.
 HX2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2476.See file dsdata.txt to determine how the superseded data were derived.
 HX2476
 HX2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC489903(NAD 83)
 HX2476_MARKER: DB = BENCH MARK DISK
 HX2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2476_STAMPING: K 107 1956
 HX2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2476+STABILITY: SURFACE MOTION
 HX2476
 HX2476  HISTORY     - Date     Condition        Report By
 HX2476  HISTORY     - 1956     MONUMENTED       CGS
 HX2476
 HX2476                          STATION DESCRIPTION
 HX2476
 HX2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2476'10.4 MI SE FROM RIPLEY.
 HX2476'ABOUT 3.85 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX2476'AT RIPLEY, THENCE ABOUT 5.75 MILES SOUTHEAST ALONG A BLACK TOP
 HX2476'ROAD LEADING TO GAY TO A POINT ABOUT 0.1 MILE EAST OF BRISCOE
 HX2476'METHODIST CHURCH, THENCE ABOUT 0.9 MILE SOUTH ALONG A NARROW
 HX2476'DIRT ROAD, ABOUT 0.4 MILE SOUTH OF JUNCTION OF A DIRT ROAD LEADING
 HX2476'WEST, ABOUT 137 YARDS SOUTHWEST OF A FORD ACROSS HAW RUN, ABOUT
 HX2476'30 YARDS NORTH-NORTHWEST OF CONFLUENCE OF CREEK BRANCHES, 17
 HX2476'FEET NORTHWEST OF CENTER LINE OF ROAD, 22 FEET NORTH OF NORTHWEST
 HX2476'END OF A 40-INCH CORRUGATED PIPE CULVERT FOR A SMALL CREEK
 HX2476'BRANCH, 164 FEET SOUTHWEST OF AND ACROSS ROAD FROM POWER POLE
 HX2476'NO. 51-8323 - 862 D-23, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 HX2476'POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 HX2476'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS REACHED FROM
 HX2476'THE POST OFFICE AT STATTS MILLS, JACKSON COUNTY, BY GOING ABOUT
 HX2476'2.15 MILES EAST ALONG A GRAVEL ROAD TO A ROAD JUNCTION AT A
 HX2476'POINT 0.1 MILE EAST OF DRIVE TO A CONCRETE BLOCK CHURCH BUILDING,
 HX2476'THENCE ABOUT 0.9 MILE NORTHEAST ALONG A NARROW DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2357 ***********************************************************************
 HX2357  DESIGNATION -  K 108
 HX2357  PID         -  HX2357
 HX2357  STATE/COUNTY-  WV/JACKSON
 HX2357  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2357
 HX2357                         *CURRENT SURVEY CONTROL
 HX2357  ___________________________________________________________________
 HX2357* NAD 83(1986)-  38 50 31.     (N)    081 48 06.     (W)     SCALED    
 HX2357* NAVD 88     -       176.440  (meters)     578.87   (feet)  ADJUSTED  
 HX2357  ___________________________________________________________________
 HX2357  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HX2357  DYNAMIC HT  -         176.324 (meters)     578.49  (feet)  COMP
 HX2357  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 HX2357
 HX2357  VERT ORDER  -  SECOND    CLASS 0
 HX2357
 HX2357.The horizontal coordinates were scaled from a topographic map and have
 HX2357.an estimated accuracy of +/- 6 seconds.
 HX2357
 HX2357.The orthometric height was determined by differential leveling
 HX2357.and adjusted by the National Geodetic Survey in June 1991..
 HX2357
 HX2357.The geoid height was determined by GEOID03.
 HX2357
 HX2357.The dynamic height is computed by dividing the NAVD 88
 HX2357.geopotential number by the normal gravity value computed on the
 HX2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2357.degrees latitude (g = 980.6199 gals.).
 HX2357
 HX2357.The modeled gravity was interpolated from observed gravity values.
 HX2357
 HX2357;                    North         East    Units  Estimated Accuracy
 HX2357;SPC WV S     -   204,740.      530,400.      MT  (+/- 180 meters Scaled)
 HX2357
 HX2357                          SUPERSEDED SURVEY CONTROL
 HX2357
 HX2357  NGVD 29 (??/??/92)  176.618  (m)          579.45   (f) ADJ UNCH    2 0
 HX2357
 HX2357.Superseded values are not recommended for survey control.
 HX2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2357.See file dsdata.txt to determine how the superseded data were derived.
 HX2357
 HX2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC304995(NAD 83)
 HX2357_MARKER: DB = BENCH MARK DISK
 HX2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2357_STAMPING: K 108 1956
 HX2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2357+STABILITY: SURFACE MOTION
 HX2357
 HX2357  HISTORY     - Date     Condition        Report By
 HX2357  HISTORY     - 1956     MONUMENTED       CGS
 HX2357
 HX2357                          STATION DESCRIPTION
 HX2357
 HX2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2357'2.2 MI NW FROM EVANS.
 HX2357'ABOUT 2.2 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE JUNCTION
 HX2357'OF STATE HIGHWAY 87 AT EVANS, 139 YARDS NORTHEAST OF NORTHEAST
 HX2357'END OF HIGHWAY BRIDGE OVER LOGLICK RUN, 25 FEET EAST OF CENTER
 HX2357'LINE OF HIGHWAY AND ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HX2357'EXTENDING NORTH AND SOUTHWEST, 0.1 MILE SOUTH OF JUNCTION OF A
 HX2357'NARROW GRADED ROAD EAST, 1 FOOT WEST OF A FENCE LINE, 62 FEET
 HX2357'SOUTHEAST AND ACROSS HIGHWAY FROM THE NORTHEAST END OF EARTHEN
 HX2357'DAM FOR A POND, 18.3 FEET NORTHWEST OF A TELEPHONE CABLE POLE,
 HX2357'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 HX2357'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0462 ***********************************************************************
 HY0462  DESIGNATION -  K 109
 HY0462  PID         -  HY0462
 HY0462  STATE/COUNTY-  WV/CABELL
 HY0462  USGS QUAD   -  HUNTINGTON (1985)
 HY0462
 HY0462                         *CURRENT SURVEY CONTROL
 HY0462  ___________________________________________________________________
 HY0462* NAD 83(1986)-  38 25 03.     (N)    082 27 43.     (W)     SCALED    
 HY0462* NAVD 88     -       167.363  (meters)     549.09   (feet)  ADJUSTED  
 HY0462  ___________________________________________________________________
 HY0462  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HY0462  DYNAMIC HT  -         167.250 (meters)     548.72  (feet)  COMP
 HY0462  MODELED GRAV-     979,950.9   (mgal)                       NAVD 88
 HY0462
 HY0462  VERT ORDER  -  FIRST     CLASS II
 HY0462
 HY0462.The horizontal coordinates were scaled from a topographic map and have
 HY0462.an estimated accuracy of +/- 6 seconds.
 HY0462
 HY0462.The orthometric height was determined by differential leveling
 HY0462.and adjusted by the National Geodetic Survey in June 1991..
 HY0462
 HY0462.The geoid height was determined by GEOID03.
 HY0462
 HY0462.The dynamic height is computed by dividing the NAVD 88
 HY0462.geopotential number by the normal gravity value computed on the
 HY0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0462.degrees latitude (g = 980.6199 gals.).
 HY0462
 HY0462.The modeled gravity was interpolated from observed gravity values.
 HY0462
 HY0462;                    North         East    Units  Estimated Accuracy
 HY0462;SPC WV S     -   158,330.      472,340.      MT  (+/- 180 meters Scaled)
 HY0462
 HY0462                          SUPERSEDED SURVEY CONTROL
 HY0462
 HY0462  NGVD 29 (??/??/92)  167.545  (m)          549.69   (f) ADJ UNCH    1 2
 HY0462
 HY0462.Superseded values are not recommended for survey control.
 HY0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0462.See file dsdata.txt to determine how the superseded data were derived.
 HY0462
 HY0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC723531(NAD 83)
 HY0462_MARKER: DB = BENCH MARK DISK
 HY0462_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HY0462_STAMPING: K 109 1956
 HY0462_MARK LOGO: CGS   
 HY0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0462+STABILITY: POSITION/ELEVATION WELL
 HY0462
 HY0462  HISTORY     - Date     Condition        Report By
 HY0462  HISTORY     - 1956     MONUMENTED       CGS
 HY0462  HISTORY     - 1984     GOOD             NGS
 HY0462
 HY0462                          STATION DESCRIPTION
 HY0462
 HY0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0462'AT HUNTINGTON.
 HY0462'AT HUNTINGTON, AT INTERSECTION OF WASHINGTON AVENUE (4TH AVENUE)
 HY0462'AND THIRD STREET WEST, 18 FEET NORTH OF NORTH CURB OF WASHINGTON
 HY0462'AVENUE, 56 FEET WEST OF WEST CURB OF THIRD STREET WEST, SET
 HY0462'VERTICALLY IN THE SOUTH FACE OF CONCRETE FOUNDATION OF APPALACHIAN
 HY0462'ELECTRIC POSER COMPANY, JOHNSON LANE SUB-STATION BUILDING AND
 HY0462'1.1 FEET EAST OF SOUTHWEST CORNER OF BUILDING.
 HY0462
 HY0462                          STATION RECOVERY (1984)
 HY0462
 HY0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1521 ***********************************************************************
 HX1521  DESIGNATION -  K 11
 HX1521  PID         -  HX1521
 HX1521  STATE/COUNTY-  WV/BRAXTON
 HX1521  USGS QUAD   -  GASSAWAY (1976)
 HX1521
 HX1521                         *CURRENT SURVEY CONTROL
 HX1521  ___________________________________________________________________
 HX1521* NAD 83(1986)-  38 38 05.     (N)    080 51 49.     (W)     SCALED    
 HX1521* NAVD 88     -       248.477  (meters)     815.21   (feet)  ADJUSTED  
 HX1521  ___________________________________________________________________
 HX1521  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HX1521  DYNAMIC HT  -         248.310 (meters)     814.66  (feet)  COMP
 HX1521  MODELED GRAV-     979,950.3   (mgal)                       NAVD 88
 HX1521
 HX1521  VERT ORDER  -  SECOND    CLASS 0
 HX1521
 HX1521.The horizontal coordinates were scaled from a topographic map and have
 HX1521.an estimated accuracy of +/- 6 seconds.
 HX1521
 HX1521.The orthometric height was determined by differential leveling
 HX1521.and adjusted by the National Geodetic Survey in June 1991..
 HX1521
 HX1521.The geoid height was determined by GEOID03.
 HX1521
 HX1521.The dynamic height is computed by dividing the NAVD 88
 HX1521.geopotential number by the normal gravity value computed on the
 HX1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1521.degrees latitude (g = 980.6199 gals.).
 HX1521
 HX1521.The modeled gravity was interpolated from observed gravity values.
 HX1521
 HX1521;                    North         East    Units  Estimated Accuracy
 HX1521;SPC WV S     -   181,450.      611,880.      MT  (+/- 180 meters Scaled)
 HX1521
 HX1521                          SUPERSEDED SURVEY CONTROL
 HX1521
 HX1521  NGVD 29 (??/??/92)  248.662  (m)          815.82   (f) ADJ UNCH    2 0
 HX1521
 HX1521.Superseded values are not recommended for survey control.
 HX1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1521.See file dsdata.txt to determine how the superseded data were derived.
 HX1521
 HX1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC118762(NAD 83)
 HX1521_MARKER: DB = BENCH MARK DISK
 HX1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1521_STAMPING: K 11 1933
 HX1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1521+STABILITY: SURFACE MOTION
 HX1521
 HX1521  HISTORY     - Date     Condition        Report By
 HX1521  HISTORY     - 1933     MONUMENTED       CGS
 HX1521  HISTORY     - 1948     GOOD             NGS
 HX1521
 HX1521                          STATION DESCRIPTION
 HX1521
 HX1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HX1521'AT FRAMETOWN.
 HX1521'AT FRAMETOWN, BRAXTON COUNTY, 8 YARDS EAST OF THE BALTIMORE AND
 HX1521'OHIO RAILROAD STATION, 11 YARDS NORTH OF THE CENTERLINE OF THE
 HX1521'TRACK, 12 FEET NORTH OF A 1-FOOT SYCAMORE TREE, AND 1 FOOT
 HX1521'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 11 1933 AND
 HX1521'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2306 ***********************************************************************
 HX2306  DESIGNATION -  K 110
 HX2306  PID         -  HX2306
 HX2306  STATE/COUNTY-  WV/MASON
 HX2306  USGS QUAD   -  ROBERTSBURG (1987)
 HX2306
 HX2306                         *CURRENT SURVEY CONTROL
 HX2306  ___________________________________________________________________
 HX2306* NAD 83(1986)-  38 43 53.     (N)    081 57 10.     (W)     SCALED    
 HX2306* NAVD 88     -       170.437  (meters)     559.18   (feet)  ADJUSTED  
 HX2306  ___________________________________________________________________
 HX2306  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HX2306  DYNAMIC HT  -         170.326 (meters)     558.81  (feet)  COMP
 HX2306  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 HX2306
 HX2306  VERT ORDER  -  SECOND    CLASS 0
 HX2306
 HX2306.The horizontal coordinates were scaled from a topographic map and have
 HX2306.an estimated accuracy of +/- 6 seconds.
 HX2306
 HX2306.The orthometric height was determined by differential leveling
 HX2306.and adjusted by the National Geodetic Survey in June 1991..
 HX2306
 HX2306.The geoid height was determined by GEOID03.
 HX2306
 HX2306.The dynamic height is computed by dividing the NAVD 88
 HX2306.geopotential number by the normal gravity value computed on the
 HX2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2306.degrees latitude (g = 980.6199 gals.).
 HX2306
 HX2306.The modeled gravity was interpolated from observed gravity values.
 HX2306
 HX2306;                    North         East    Units  Estimated Accuracy
 HX2306;SPC WV S     -   192,600.      517,160.      MT  (+/- 180 meters Scaled)
 HX2306
 HX2306                          SUPERSEDED SURVEY CONTROL
 HX2306
 HX2306  NGVD 29 (??/??/92)  170.636  (m)          559.83   (f) ADJ UNCH    2 0
 HX2306
 HX2306.Superseded values are not recommended for survey control.
 HX2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2306.See file dsdata.txt to determine how the superseded data were derived.
 HX2306
 HX2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC171874(NAD 83)
 HX2306_MARKER: DB = BENCH MARK DISK
 HX2306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2306_SP_SET: CULVERT
 HX2306_STAMPING: K 110 1956
 HX2306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2306
 HX2306  HISTORY     - Date     Condition        Report By
 HX2306  HISTORY     - 1956     MONUMENTED       CGS
 HX2306  HISTORY     - 1957     POOR             USGS
 HX2306  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX2306
 HX2306                          STATION DESCRIPTION
 HX2306
 HX2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2306'1.3 MI N FROM ARBUCKLE.
 HX2306'ABOUT 1.3 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX2306'THE STATION AT ARBUCKLE, ABOUT 4 1/2 TELEPHONE POLES SOUTH OF
 HX2306'MILE POST COR 82, 134 FEET SOUTH OF A FARM ROAD CROSSING, IN THE
 HX2306'TOP OF NORTH END OF EAST HEAD WALL OF A 4-FOOT CONCRETE BOX
 HX2306'CULVERT UNDER TRACK, 20 1/2 FEET EAST OF EAST RAIL, 1 FOOT SOUTH
 HX2306'OF NORTH END OF HEAD WALL AND ABOUT 11 FEET BELOW LEVEL OF TRACK.
 HX2306'NOTE-- A NEW ROAD IS UNDER CONSTRUCTION AT SITE.  MARK WAS
 HX2306'REMOVED AND IS TO BE RESET BY ENGINEER IN CHARGE OF PROJECT AFTER
 HX2306'CONSTRUCTION WORK IS COMPLETED.
 HX2306
 HX2306                          STATION RECOVERY (1957)
 HX2306
 HX2306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HX2306'MARK RECOVERED IN POOR CONDITION.
 HX2306
 HX2306                          STATION RECOVERY (1976)
 HX2306
 HX2306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2425 ***********************************************************************
 HX2425  DESIGNATION -  K 111
 HX2425  PID         -  HX2425
 HX2425  STATE/COUNTY-  WV/MASON
 HX2425  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2425
 HX2425                         *CURRENT SURVEY CONTROL
 HX2425  ___________________________________________________________________
 HX2425* NAD 83(1986)-  38 46 30.     (N)    081 52 20.     (W)     SCALED    
 HX2425* NAVD 88     -       288.784  (meters)     947.45   (feet)  ADJUSTED  
 HX2425  ___________________________________________________________________
 HX2425  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HX2425  DYNAMIC HT  -         288.592 (meters)     946.82  (feet)  COMP
 HX2425  MODELED GRAV-     979,954.4   (mgal)                       NAVD 88
 HX2425
 HX2425  VERT ORDER  -  SECOND    CLASS 0
 HX2425
 HX2425.The horizontal coordinates were scaled from a topographic map and have
 HX2425.an estimated accuracy of +/- 6 seconds.
 HX2425
 HX2425.The orthometric height was determined by differential leveling
 HX2425.and adjusted by the National Geodetic Survey in June 1991..
 HX2425
 HX2425.The geoid height was determined by GEOID03.
 HX2425
 HX2425.The dynamic height is computed by dividing the NAVD 88
 HX2425.geopotential number by the normal gravity value computed on the
 HX2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2425.degrees latitude (g = 980.6199 gals.).
 HX2425
 HX2425.The modeled gravity was interpolated from observed gravity values.
 HX2425
 HX2425;                    North         East    Units  Estimated Accuracy
 HX2425;SPC WV S     -   197,370.      524,210.      MT  (+/- 180 meters Scaled)
 HX2425
 HX2425                          SUPERSEDED SURVEY CONTROL
 HX2425
 HX2425  NGVD 29 (??/??/92)  288.969  (m)          948.06   (f) ADJ UNCH    2 0
 HX2425
 HX2425.Superseded values are not recommended for survey control.
 HX2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2425.See file dsdata.txt to determine how the superseded data were derived.
 HX2425
 HX2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC242921(NAD 83)
 HX2425_MARKER: DB = BENCH MARK DISK
 HX2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2425_STAMPING: K 111 1956
 HX2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2425+STABILITY: SURFACE MOTION
 HX2425
 HX2425  HISTORY     - Date     Condition        Report By
 HX2425  HISTORY     - 1956     MONUMENTED       CGS
 HX2425
 HX2425                          STATION DESCRIPTION
 HX2425
 HX2425'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2425'AT GUNVILLE.
 HX2425'AT GUNVILLE, 283 FEET NORTH-NORTHEAST OF NORTH CORNER OF LLOYDS
 HX2425'CASTOS STORE, 33 FEET WEST-NORTHWEST OF CENTER LINE OF ROAD, 18
 HX2425'FEET EAST-SOUTHEAST OF A LONE 9-INCH CEDAR TREE, AT A SMALL
 HX2425'CEMETERY (FENCE 15 BY 15 FEET), 10 FEET SOUTH OF A SOUTH CORNER
 HX2425'OF GRAVE STONE OF MANERVA J. KING, 1 FOOT SOUTH OF SOUTH CORNER
 HX2425'OF STEEL FENCE AROUND CEMETERY PLOT, ABOUT 3 FEET ABOVE LEVEL
 HX2425'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2421 ***********************************************************************
 HX2421  DESIGNATION -  K 112
 HX2421  PID         -  HX2421
 HX2421  STATE/COUNTY-  WV/MASON
 HX2421  USGS QUAD   -  ELMWOOD (1975)
 HX2421
 HX2421                         *CURRENT SURVEY CONTROL
 HX2421  ___________________________________________________________________
 HX2421* NAD 83(1986)-  38 43 40.     (N)    081 51 17.     (W)     SCALED    
 HX2421* NAVD 88     -       247.095  (meters)     810.68   (feet)  ADJUSTED  
 HX2421  ___________________________________________________________________
 HX2421  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HX2421  DYNAMIC HT  -         246.932 (meters)     810.14  (feet)  COMP
 HX2421  MODELED GRAV-     979,960.3   (mgal)                       NAVD 88
 HX2421
 HX2421  VERT ORDER  -  SECOND    CLASS 0
 HX2421
 HX2421.The horizontal coordinates were scaled from a topographic map and have
 HX2421.an estimated accuracy of +/- 6 seconds.
 HX2421
 HX2421.The orthometric height was determined by differential leveling
 HX2421.and adjusted by the National Geodetic Survey in June 1991..
 HX2421
 HX2421.The geoid height was determined by GEOID03.
 HX2421
 HX2421.The dynamic height is computed by dividing the NAVD 88
 HX2421.geopotential number by the normal gravity value computed on the
 HX2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2421.degrees latitude (g = 980.6199 gals.).
 HX2421
 HX2421.The modeled gravity was interpolated from observed gravity values.
 HX2421
 HX2421;                    North         East    Units  Estimated Accuracy
 HX2421;SPC WV S     -   192,110.      525,680.      MT  (+/- 180 meters Scaled)
 HX2421
 HX2421                          SUPERSEDED SURVEY CONTROL
 HX2421
 HX2421  NGVD 29 (??/??/92)  247.283  (m)          811.29   (f) ADJ UNCH    2 0
 HX2421
 HX2421.Superseded values are not recommended for survey control.
 HX2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2421.See file dsdata.txt to determine how the superseded data were derived.
 HX2421
 HX2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC257869(NAD 83)
 HX2421_MARKER: DB = BENCH MARK DISK
 HX2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2421_STAMPING: K 112 1956
 HX2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2421+STABILITY: SURFACE MOTION
 HX2421
 HX2421  HISTORY     - Date     Condition        Report By
 HX2421  HISTORY     - 1956     MONUMENTED       CGS
 HX2421
 HX2421                          STATION DESCRIPTION
 HX2421
 HX2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2421'4 MI S FROM GUNVILLE.
 HX2421'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO ELMWOOD FROM
 HX2421'CASTOS STORE AND ROAD JUNCTION AT GUNVILLE, ABOUT 1.0 MILE SOUTH
 HX2421'OF BRIDGE OVER THIRTEENMILE CREEK AT DEERLICK, LOCATED IN EAST
 HX2421'EDGE OF WOODS, 31 FEET WEST OF CENTER LINE OF ROAD, 198 FEET
 HX2421'NORTH-NORTHWEST OF CENTER OF A CURVE IN ROAD WITH TANGENTS
 HX2421'EXTENDING NORTH AND EAST, 9 FEET SOUTH-SOUTHWEST OF A TRIANGULAR
 HX2421'BLAZED 14-INCH OAK TREE, 15 FEET NORTH OF A LONE 14-INCH PINE
 HX2421'TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2
 HX2421'FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HX2421'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2410 ***********************************************************************
 HX2410  DESIGNATION -  K 113
 HX2410  PID         -  HX2410
 HX2410  STATE/COUNTY-  WV/PUTNAM
 HX2410  USGS QUAD   -  ELMWOOD (1975)
 HX2410
 HX2410                         *CURRENT SURVEY CONTROL
 HX2410  ___________________________________________________________________
 HX2410* NAD 83(1986)-  38 37 46.     (N)    081 48 37.     (W)     SCALED    
 HX2410* NAVD 88     -       213.232  (meters)     699.58   (feet)  ADJUSTED  
 HX2410  ___________________________________________________________________
 HX2410  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HX2410  DYNAMIC HT  -         213.087 (meters)     699.10  (feet)  COMP
 HX2410  MODELED GRAV-     979,944.6   (mgal)                       NAVD 88
 HX2410
 HX2410  VERT ORDER  -  SECOND    CLASS 0
 HX2410
 HX2410.The horizontal coordinates were scaled from a topographic map and have
 HX2410.an estimated accuracy of +/- 6 seconds.
 HX2410
 HX2410.The orthometric height was determined by differential leveling
 HX2410.and adjusted by the National Geodetic Survey in June 1991..
 HX2410
 HX2410.The geoid height was determined by GEOID03.
 HX2410
 HX2410.The dynamic height is computed by dividing the NAVD 88
 HX2410.geopotential number by the normal gravity value computed on the
 HX2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2410.degrees latitude (g = 980.6199 gals.).
 HX2410
 HX2410.The modeled gravity was interpolated from observed gravity values.
 HX2410
 HX2410;                    North         East    Units  Estimated Accuracy
 HX2410;SPC WV S     -   181,160.      529,450.      MT  (+/- 180 meters Scaled)
 HX2410
 HX2410                          SUPERSEDED SURVEY CONTROL
 HX2410
 HX2410  NGVD 29 (??/??/92)  213.419  (m)          700.19   (f) ADJ UNCH    2 0
 HX2410
 HX2410.Superseded values are not recommended for survey control.
 HX2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2410.See file dsdata.txt to determine how the superseded data were derived.
 HX2410
 HX2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC294759(NAD 83)
 HX2410_MARKER: DB = BENCH MARK DISK
 HX2410_SETTING: 66 = SET IN ROCK OUTCROP
 HX2410_SP_SET: ROCK CUT
 HX2410_STAMPING: K 113
 HX2410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2410+STABILITY: POSITION/ELEVATION WELL
 HX2410
 HX2410  HISTORY     - Date     Condition        Report By
 HX2410  HISTORY     - UNK      MONUMENTED       CGS
 HX2410  HISTORY     - 1956     GOOD             NGS
 HX2410
 HX2410                          STATION DESCRIPTION
 HX2410
 HX2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2410'4.4 MI N FROM PARADISE.
 HX2410'AOUT 4.35 MILES NORTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HX2410'STATE HIGHWAY 34 AND STORES AT PARADISE, ABOUT 0.45 MILE NORTH
 HX2410'OF JUNCTION OF ROAD EAST, ABOUT 0.15 MILE NORTH OF A BRIDGE OVER
 HX2410'EIGHTEEN MILE CREEK, SET VERTICALLY IN FACE OF A 15-FOOT
 HX2410'HIGH ROCK CUT, 20 FEET SOUTHEAST OF CENTER LINE OF ROAD, 197
 HX2410'FEET SOUTHWEST OF CENTER OF JUNCTION OF A DRIVE SOUTHEAST OF
 HX2410'ORVILLE STONE RESIDENCE, 98 1/2 FEET NORTHEAST OF SOUTHEAST
 HX2410'END OF A 24-INCH CONCRETE PIPE CULVERT UNDER ROAD, AND ABOUT
 HX2410'1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0279 ***********************************************************************
 HY0279  DESIGNATION -  K 114
 HY0279  PID         -  HY0279
 HY0279  STATE/COUNTY-  WV/MASON
 HY0279  USGS QUAD   -  ARLEE (1975)
 HY0279
 HY0279                         *CURRENT SURVEY CONTROL
 HY0279  ___________________________________________________________________
 HY0279* NAD 83(1986)-  38 42 52.     (N)    082 03 41.     (W)     SCALED    
 HY0279* NAVD 88     -       205.523  (meters)     674.29   (feet)  ADJUSTED  
 HY0279  ___________________________________________________________________
 HY0279  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HY0279  DYNAMIC HT  -         205.390 (meters)     673.85  (feet)  COMP
 HY0279  MODELED GRAV-     979,977.8   (mgal)                       NAVD 88
 HY0279
 HY0279  VERT ORDER  -  SECOND    CLASS 0
 HY0279
 HY0279.The horizontal coordinates were scaled from a topographic map and have
 HY0279.an estimated accuracy of +/- 6 seconds.
 HY0279
 HY0279.The orthometric height was determined by differential leveling
 HY0279.and adjusted by the National Geodetic Survey in June 1991..
 HY0279
 HY0279.The geoid height was determined by GEOID03.
 HY0279
 HY0279.The dynamic height is computed by dividing the NAVD 88
 HY0279.geopotential number by the normal gravity value computed on the
 HY0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0279.degrees latitude (g = 980.6199 gals.).
 HY0279
 HY0279.The modeled gravity was interpolated from observed gravity values.
 HY0279
 HY0279;                    North         East    Units  Estimated Accuracy
 HY0279;SPC WV S     -   190,820.      507,690.      MT  (+/- 180 meters Scaled)
 HY0279
 HY0279                          SUPERSEDED SURVEY CONTROL
 HY0279
 HY0279  NGVD 29 (??/??/92)  205.710  (m)          674.90   (f) ADJ UNCH    2 0
 HY0279
 HY0279.Superseded values are not recommended for survey control.
 HY0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0279.See file dsdata.txt to determine how the superseded data were derived.
 HY0279
 HY0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC077856(NAD 83)
 HY0279_MARKER: DB = BENCH MARK DISK
 HY0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0279_SP_SET: CULVERT
 HY0279_STAMPING: K 114 1956
 HY0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0279
 HY0279  HISTORY     - Date     Condition        Report By
 HY0279  HISTORY     - 1956     MONUMENTED       CGS
 HY0279
 HY0279                          STATION DESCRIPTION
 HY0279
 HY0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0279'2.9 MI SE FROM ARLEE.
 HY0279'2.9 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE ROAD
 HY0279'JUNCTION AND J.H. CAUDILL STORE AT ARLEE, ABOUT 0.4 MILE
 HY0279'NORTHEAST OF JUNCTION OF A GRAVEL ROAD SOUTH, IN THE TOP OF THE
 HY0279'NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A 6-FOOT
 HY0279'STONE BOX CULVERT UNDER ROAD, AT THE SOUTHEAST END OF A CURVE
 HY0279'WITH TANGENTS EXTENDING SOUTHEAST AND SOUTHWEST, 8 FEET
 HY0279'NORTHEAST OF CENTER LINE OF ROAD, 210 FEET EAST-SOUTHEAST OF EAST
 HY0279'CORNER OF VERNDALE SCHOOL BUILDING, 35 FEET SOUTHEAST OF CENTER
 HY0279'OF JUNCTION OF A DRIVE SOUTHWEST TO A GARAGE, 1/2 FOOT SOUTHEAST
 HY0279'OF NORTHWEST END OF HEAD WALL AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0266 ***********************************************************************
 HY0266  DESIGNATION -  K 115
 HY0266  PID         -  HY0266
 HY0266  STATE/COUNTY-  WV/MASON
 HY0266  USGS QUAD   -  APPLE GROVE (1987)
 HY0266
 HY0266                         *CURRENT SURVEY CONTROL
 HY0266  ___________________________________________________________________
 HY0266* NAD 83(1986)-  38 39 00.     (N)    082 08 44.     (W)     SCALED    
 HY0266* NAVD 88     -       177.157  (meters)     581.22   (feet)  ADJUSTED  
 HY0266  ___________________________________________________________________
 HY0266  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HY0266  DYNAMIC HT  -         177.042 (meters)     580.85  (feet)  COMP
 HY0266  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 HY0266
 HY0266  VERT ORDER  -  SECOND    CLASS 0
 HY0266
 HY0266.The horizontal coordinates were scaled from a topographic map and have
 HY0266.an estimated accuracy of +/- 6 seconds.
 HY0266
 HY0266.The orthometric height was determined by differential leveling
 HY0266.and adjusted by the National Geodetic Survey in June 1991..
 HY0266
 HY0266.The geoid height was determined by GEOID03.
 HY0266
 HY0266.The dynamic height is computed by dividing the NAVD 88
 HY0266.geopotential number by the normal gravity value computed on the
 HY0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0266.degrees latitude (g = 980.6199 gals.).
 HY0266
 HY0266.The modeled gravity was interpolated from observed gravity values.
 HY0266
 HY0266;                    North         East    Units  Estimated Accuracy
 HY0266;SPC WV S     -   183,750.      500,280.      MT  (+/- 180 meters Scaled)
 HY0266
 HY0266                          SUPERSEDED SURVEY CONTROL
 HY0266
 HY0266  NGVD 29 (??/??/92)  177.348  (m)          581.85   (f) ADJ UNCH    2 0
 HY0266
 HY0266.Superseded values are not recommended for survey control.
 HY0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0266.See file dsdata.txt to determine how the superseded data were derived.
 HY0266
 HY0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC003785(NAD 83)
 HY0266_MARKER: DB = BENCH MARK DISK
 HY0266_SETTING: 66 = SET IN ROCK OUTCROP
 HY0266_SP_SET: ROCK OUTCROP
 HY0266_STAMPING: K 115 1956
 HY0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0266+STABILITY: POSITION/ELEVATION WELL
 HY0266
 HY0266  HISTORY     - Date     Condition        Report By
 HY0266  HISTORY     - 1956     MONUMENTED       CGS
 HY0266
 HY0266                          STATION DESCRIPTION
 HY0266
 HY0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0266'1.1 MI E FROM MERCERS BOTTOM.
 HY0266'1.1 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF STATE
 HY0266'HIGHWAY 2 AND POST OFFICE AT MERCERS BOTTOM, ABOUT 74 YARDS
 HY0266'SOUTH-SOUTHEAST OF CENTER OF JUNCTION OF A ROAD LEADING NORTHWEST,
 HY0266'139 FEET EAST-SOUTHEAST OF CENTER LINE OF ROAD, SET IN THE TOP OF
 HY0266'A PROMINENT ROCK OUTCROP, ABOUT 100 YARDS NORTH-NORTHEAST OF A
 HY0266'TWO-STORY FRAME HOUSE, 26 FEET EAST OF CENTER LINE OF A FARM
 HY0266'DRIVE, 2 1/2 FEET SOUTH-SOUTHEAST AND ABOUT 1 1/2 FOOT ABOVE A
 HY0266'12-INCH TRIANGLE CHISELED IN ROCK AND ABOUT 2 FEET ABOVE LEVEL
 HY0266'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0048 ***********************************************************************
 HY0048  DESIGNATION -  K 116
 HY0048  PID         -  HY0048
 HY0048  STATE/COUNTY-  WV/CABELL
 HY0048  USGS QUAD   -  ATHALIA (1985)
 HY0048
 HY0048                         *CURRENT SURVEY CONTROL
 HY0048  ___________________________________________________________________
 HY0048* NAD 83(1986)-  38 33 07.     (N)    082 17 04.     (W)     SCALED    
 HY0048* NAVD 88     -       177.849  (meters)     583.49   (feet)  ADJUSTED  
 HY0048  ___________________________________________________________________
 HY0048  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HY0048  DYNAMIC HT  -         177.732 (meters)     583.11  (feet)  COMP
 HY0048  MODELED GRAV-     979,968.6   (mgal)                       NAVD 88
 HY0048
 HY0048  VERT ORDER  -  FIRST     CLASS II
 HY0048
 HY0048.The horizontal coordinates were scaled from a topographic map and have
 HY0048.an estimated accuracy of +/- 6 seconds.
 HY0048
 HY0048.The orthometric height was determined by differential leveling
 HY0048.and adjusted by the National Geodetic Survey in June 1991..
 HY0048
 HY0048.The geoid height was determined by GEOID03.
 HY0048
 HY0048.The dynamic height is computed by dividing the NAVD 88
 HY0048.geopotential number by the normal gravity value computed on the
 HY0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0048.degrees latitude (g = 980.6199 gals.).
 HY0048
 HY0048.The modeled gravity was interpolated from observed gravity values.
 HY0048
 HY0048;                    North         East    Units  Estimated Accuracy
 HY0048;SPC WV S     -   173,030.      488,040.      MT  (+/- 180 meters Scaled)
 HY0048
 HY0048                          SUPERSEDED SURVEY CONTROL
 HY0048
 HY0048  NGVD 29 (??/??/92)  178.031  (m)          584.09   (f) ADJ UNCH    1 2
 HY0048
 HY0048.Superseded values are not recommended for survey control.
 HY0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0048.See file dsdata.txt to determine how the superseded data were derived.
 HY0048
 HY0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC880678(NAD 83)
 HY0048_MARKER: DB = BENCH MARK DISK
 HY0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0048_STAMPING: K 116 1956
 HY0048_MARK LOGO: CGS   
 HY0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0048+STABILITY: SURFACE MOTION
 HY0048
 HY0048  HISTORY     - Date     Condition        Report By
 HY0048  HISTORY     - 1956     MONUMENTED       CGS
 HY0048  HISTORY     - 1984     GOOD             NGS
 HY0048
 HY0048                          STATION DESCRIPTION
 HY0048
 HY0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0048'AT GREENBOTTOM.
 HY0048'AT GREENBOTTOM, ALONG THE BALTIMORE AND OHIO RAILROAD, 294 YARDS
 HY0048'NORTH OF MILE POST 200, 18.7 FEET WEST OF WEST RAIL, 68 FEET NORTH
 HY0048'OF CENTER OF CROSSING OF EAST-WEST ROAD, 64 FEET NORTH OF CENTER
 HY0048'LINE OF ROAD, 2 1/2 FEET SOUTH OF MILEAGE POLE NO. 199+30, ABOUT
 HY0048'3 FEET ABOVE LEVEL OF ROAD AND TRACK AND SET IN THE TOP OF A
 HY0048'CONCRETE POST PROJECTING 3 INCHES.
 HY0048
 HY0048                          STATION RECOVERY (1984)
 HY0048
 HY0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0212 ***********************************************************************
 HY0212  DESIGNATION -  K 117
 HY0212  PID         -  HY0212
 HY0212  STATE/COUNTY-  WV/CABELL
 HY0212  USGS QUAD   -  ATHALIA (1985)
 HY0212
 HY0212                         *CURRENT SURVEY CONTROL
 HY0212  ___________________________________________________________________
 HY0212* NAD 83(1986)-  38 32 31.     (N)    082 15 15.     (W)     SCALED    
 HY0212* NAVD 88     -       291.994  (meters)     957.98   (feet)  ADJUSTED  
 HY0212  ___________________________________________________________________
 HY0212  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY0212  DYNAMIC HT  -         291.803 (meters)     957.36  (feet)  COMP
 HY0212  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 HY0212
 HY0212  VERT ORDER  -  SECOND    CLASS 0
 HY0212
 HY0212.The horizontal coordinates were scaled from a topographic map and have
 HY0212.an estimated accuracy of +/- 6 seconds.
 HY0212
 HY0212.The orthometric height was determined by differential leveling
 HY0212.and adjusted by the National Geodetic Survey in June 1991..
 HY0212
 HY0212.The geoid height was determined by GEOID03.
 HY0212
 HY0212.The dynamic height is computed by dividing the NAVD 88
 HY0212.geopotential number by the normal gravity value computed on the
 HY0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0212.degrees latitude (g = 980.6199 gals.).
 HY0212
 HY0212.The modeled gravity was interpolated from observed gravity values.
 HY0212
 HY0212;                    North         East    Units  Estimated Accuracy
 HY0212;SPC WV S     -   171,880.      490,670.      MT  (+/- 180 meters Scaled)
 HY0212
 HY0212                          SUPERSEDED SURVEY CONTROL
 HY0212
 HY0212  NGVD 29 (??/??/92)  292.179  (m)          958.59   (f) ADJ UNCH    2 0
 HY0212
 HY0212.Superseded values are not recommended for survey control.
 HY0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0212.See file dsdata.txt to determine how the superseded data were derived.
 HY0212
 HY0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC907666(NAD 83)
 HY0212_MARKER: DB = BENCH MARK DISK
 HY0212_SETTING: 66 = SET IN ROCK OUTCROP
 HY0212_SP_SET: ROCK CUT
 HY0212_STAMPING: K 117 1956
 HY0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0212+STABILITY: POSITION/ELEVATION WELL
 HY0212
 HY0212  HISTORY     - Date     Condition        Report By
 HY0212  HISTORY     - 1956     MONUMENTED       CGS
 HY0212
 HY0212                          STATION DESCRIPTION
 HY0212
 HY0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0212'2.6 MI E FROM GREENBOTTOM.
 HY0212'0.8 MILE EAST AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION
 HY0212'OF STATE HIGHWAY 2 AND C.C. CLUTTS STORE AT GREENBOTTOM, THENCE
 HY0212'ABOUT 1.85 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, ABOUT
 HY0212'0.6 MILE SOUTHEAST OF CREMANS CHAPEL BAPTIST CHURCH, ABOUT 0.6
 HY0212'MILE NORTHWEST OF JUNCTION OF A GRAVEL ROAD LEADING SOUTH, ABOUT
 HY0212'0.15 MILE NORTHWEST OF JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST
 HY0212'AND DOWNHILL, ABOUT 1.15 MILES SOUTHEAST OF FAIRVIEW CEMETERY
 HY0212'AND VINSON CHAPEL, 16 FEET NORTHEAST OF CENTER LINE OF ROAD, ABOUT
 HY0212'57 YARDS SOUTHEAST OF THE JUNCTION OF A SMALL PRIVATE ROAD
 HY0212'LEADING NORTHEAST AND UPHILL, SET VERTICALLY 1.3 FEET ABOVE
 HY0212'GROUND IN THE SOUTH FACE OF 2 1/2-FOOT HIGH AND 7-FOOT WIDE ROCK
 HY0212'IN AN 8-FOOT HIGH CUT BANK, 1 1/2 FEET SOUTHEAST OF NORTHWEST END
 HY0212'OF ROCK AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0252 ***********************************************************************
 HY0252  DESIGNATION -  K 118
 HY0252  PID         -  HY0252
 HY0252  STATE/COUNTY-  WV/MASON
 HY0252  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0252
 HY0252                         *CURRENT SURVEY CONTROL
 HY0252  ___________________________________________________________________
 HY0252* NAD 83(1986)-  38 36 26.     (N)    082 03 51.     (W)     SCALED    
 HY0252* NAVD 88     -       180.452  (meters)     592.03   (feet)  ADJUSTED  
 HY0252  ___________________________________________________________________
 HY0252  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HY0252  DYNAMIC HT  -         180.332 (meters)     591.64  (feet)  COMP
 HY0252  MODELED GRAV-     979,960.8   (mgal)                       NAVD 88
 HY0252
 HY0252  VERT ORDER  -  SECOND    CLASS 0
 HY0252
 HY0252.The horizontal coordinates were scaled from a topographic map and have
 HY0252.an estimated accuracy of +/- 6 seconds.
 HY0252
 HY0252.The orthometric height was determined by differential leveling
 HY0252.and adjusted by the National Geodetic Survey in June 1991..
 HY0252
 HY0252.The geoid height was determined by GEOID03.
 HY0252
 HY0252.The dynamic height is computed by dividing the NAVD 88
 HY0252.geopotential number by the normal gravity value computed on the
 HY0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0252.degrees latitude (g = 980.6199 gals.).
 HY0252
 HY0252.The modeled gravity was interpolated from observed gravity values.
 HY0252
 HY0252;                    North         East    Units  Estimated Accuracy
 HY0252;SPC WV S     -   178,920.      507,310.      MT  (+/- 180 meters Scaled)
 HY0252
 HY0252                          SUPERSEDED SURVEY CONTROL
 HY0252
 HY0252  NGVD 29 (??/??/92)  180.618  (m)          592.58   (f) ADJ UNCH    2 0
 HY0252
 HY0252.Superseded values are not recommended for survey control.
 HY0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0252.See file dsdata.txt to determine how the superseded data were derived.
 HY0252
 HY0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC073737(NAD 83)
 HY0252_MARKER: DB = BENCH MARK DISK
 HY0252_SETTING: 66 = SET IN ROCK OUTCROP
 HY0252_SP_SET: BEDROCK
 HY0252_STAMPING: K 118 1956
 HY0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0252+STABILITY: POSITION/ELEVATION WELL
 HY0252
 HY0252  HISTORY     - Date     Condition        Report By
 HY0252  HISTORY     - 1956     MONUMENTED       CGS
 HY0252
 HY0252                          STATION DESCRIPTION
 HY0252
 HY0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0252'6.7 MI SW FROM PLINY.
 HY0252'1.85 MILES WEST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 HY0252'STATE HIGHWAY 17 AT PLINY, THENCE ABOUT 4.55 MILES SOUTHWEST AND
 HY0252'WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.3 MILE NORTH ALONG
 HY0252'EIGHTEENMILE CREEK ROAD, ABOUT 0.15 MILE SOUTH OF JUNCTION OF A
 HY0252'ROAD EAST, NEAR THE PUTNAM-MASON COUNTY LINE, ABOUT 0.1 MILE
 HY0252'SOUTH OF MILES A. MILTON RESIDENCE, 6 FEET WEST-NORTHWEST OF
 HY0252'CENTER LINE OF ROAD, 325 FEET SOUTH OF A POINT WHERE ROAD FORDS
 HY0252'CREEK, 27 1/2 FEET EAST-NORTHEAST OF POWER POLE NO. AEP 51-7120,
 HY0252'1019 B 4, IN THE TOP OF OUTCROPPING BED ROCK AND ABOUT LEVEL WITH
 HY0252'ROAD.  NOTE-- MARK IS REACHED FROM MERCERS BOTTOM BY GOING ABOUT
 HY0252'6.35 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF STATE
 HY0252'HIGHWAY 2 AND POST OFFICE, THENCE ABOUT 2.5 MILES SOUTH ALONG
 HY0252'A DIRT ROAD, THENCE ABOUT 0.45 MILE SOUTH AND SOUTHEAST ALONG
 HY0252'EIGHTEENMILE CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0235 ***********************************************************************
 HY0235  DESIGNATION -  K 119
 HY0235  PID         -  HY0235
 HY0235  STATE/COUNTY-  WV/MASON
 HY0235  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0235
 HY0235                         *CURRENT SURVEY CONTROL
 HY0235  ___________________________________________________________________
 HY0235* NAD 83(1986)-  38 30 59.     (N)    082 04 19.     (W)     SCALED    
 HY0235* NAVD 88     -       260.995  (meters)     856.28   (feet)  POSTED    
 HY0235  ___________________________________________________________________
 HY0235  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HY0235  DYNAMIC HT  -         260.820 (meters)     855.71  (feet)  COMP
 HY0235  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 HY0235
 HY0235  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0235
 HY0235.The horizontal coordinates were scaled from a topographic map and have
 HY0235.an estimated accuracy of +/- 6 seconds.
 HY0235
 HY0235.The orthometric height was determined by differential leveling
 HY0235.and adjusted by the National Geodetic Survey in 1992..
 HY0235.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0235.rate of 2.1 thru 3.0 mm/km.
 HY0235
 HY0235.The geoid height was determined by GEOID03.
 HY0235
 HY0235.The dynamic height is computed by dividing the NAVD 88
 HY0235.geopotential number by the normal gravity value computed on the
 HY0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0235.degrees latitude (g = 980.6199 gals.).
 HY0235
 HY0235.The modeled gravity was interpolated from observed gravity values.
 HY0235
 HY0235;                    North         East    Units  Estimated Accuracy
 HY0235;SPC WV S     -   168,840.      506,520.      MT  (+/- 180 meters Scaled)
 HY0235
 HY0235                          SUPERSEDED SURVEY CONTROL
 HY0235
 HY0235  NGVD 29 (??/??/92)  261.167  (m)          856.85   (f) ADJ UNCH    2 0
 HY0235
 HY0235.Superseded values are not recommended for survey control.
 HY0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0235.See file dsdata.txt to determine how the superseded data were derived.
 HY0235
 HY0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC065636(NAD 83)
 HY0235_MARKER: DB = BENCH MARK DISK
 HY0235_SETTING: 66 = SET IN ROCK OUTCROP
 HY0235_SP_SET: ROCK LEDGE
 HY0235_STAMPING: K 119 1956
 HY0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0235+STABILITY: POSITION/ELEVATION WELL
 HY0235
 HY0235  HISTORY     - Date     Condition        Report By
 HY0235  HISTORY     - 1956     MONUMENTED       CGS
 HY0235
 HY0235                          STATION DESCRIPTION
 HY0235
 HY0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0235'0.8 MI S FROM MT OLIVE.
 HY0235'0.65 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE CHURCH AND
 HY0235'CEMETERY AT MT. OLIVE, THENCE ABOUT 0.15 MILE SOUTHEAST ALONG A
 HY0235'NARROW DIRT ROAD LEADING IN TO TRACE CREEK, SET IN THE TOP OF
 HY0235'AN OUTCROPPING ROCK LEDGE ABOUT 10 BY 6 FEET AND ABOUT LEVEL WITH
 HY0235'GROUND, 31 FEET SOUTHWEST OF CENTER LINE OF ROAD, 159 FEET
 HY0235'NORTHWEST OF NORTH CORNER OF A SMALL TAR PAPER COVERED FRAME
 HY0235'HOUSE, 7 1/2 FEET WEST-NORTHWEST OF WEST CORNER OF A BARN, 2 FEET
 HY0235'SOUTHEAST OF NORTHWEST END OF LEDGE AND ABOUT 3 FEET BELOW LEVEL
 HY0235'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1946 ***********************************************************************
 HX1946  DESIGNATION -  K 12
 HX1946  PID         -  HX1946
 HX1946  STATE/COUNTY-  WV/KANAWHA
 HX1946  USGS QUAD   -  CLENDENIN (1976)
 HX1946
 HX1946                         *CURRENT SURVEY CONTROL
 HX1946  ___________________________________________________________________
 HX1946* NAD 83(1986)-  38 28 49.     (N)    081 15 40.     (W)     SCALED    
 HX1946* NAVD 88     -       196.975  (meters)     646.24   (feet)  ADJUSTED  
 HX1946  ___________________________________________________________________
 HX1946  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HX1946  DYNAMIC HT  -         196.840 (meters)     645.80  (feet)  COMP
 HX1946  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 HX1946
 HX1946  VERT ORDER  -  SECOND    CLASS 0
 HX1946
 HX1946.The horizontal coordinates were scaled from a topographic map and have
 HX1946.an estimated accuracy of +/- 6 seconds.
 HX1946
 HX1946.The orthometric height was determined by differential leveling
 HX1946.and adjusted by the National Geodetic Survey in June 1991..
 HX1946
 HX1946.The geoid height was determined by GEOID03.
 HX1946
 HX1946.The dynamic height is computed by dividing the NAVD 88
 HX1946.geopotential number by the normal gravity value computed on the
 HX1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1946.degrees latitude (g = 980.6199 gals.).
 HX1946
 HX1946.The modeled gravity was interpolated from observed gravity values.
 HX1946
 HX1946;                    North         East    Units  Estimated Accuracy
 HX1946;SPC WV S     -   164,330.      577,220.      MT  (+/- 180 meters Scaled)
 HX1946
 HX1946                          SUPERSEDED SURVEY CONTROL
 HX1946
 HX1946  NGVD 29 (??/??/92)  197.157  (m)          646.84   (f) ADJ UNCH    2 0
 HX1946
 HX1946.Superseded values are not recommended for survey control.
 HX1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1946.See file dsdata.txt to determine how the superseded data were derived.
 HX1946
 HX1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC772591(NAD 83)
 HX1946_MARKER: DB = BENCH MARK DISK
 HX1946_SETTING: 66 = SET IN ROCK OUTCROP
 HX1946_SP_SET: ROCK CUT
 HX1946_STAMPING: K 12 1933
 HX1946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1946+STABILITY: POSITION/ELEVATION WELL
 HX1946
 HX1946  HISTORY     - Date     Condition        Report By
 HX1946  HISTORY     - 1933     MONUMENTED       CGS
 HX1946  HISTORY     - 1960     POOR             NGS
 HX1946
 HX1946                          STATION DESCRIPTION
 HX1946
 HX1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HX1946'0.5 MI W FROM PORTERS STATION.
 HX1946'0.5 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1946'STATION AT PORTERS, KANAWHA COUNTY, 4 RAILS EAST OF MILEPOST C 27,
 HX1946'14 RAILS WEST OF A MASONRY CULVERT, IN THE FACE OF A ROCK CUT,
 HX1946'12 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE
 HX1946'TRACK.  A STANDARD DISK, STAMPED K 12 1933.  NOTE-- THIS MARK
 HX1946'HAS BECOME LOOSENED DUE TO DETERIORATION OF THE STONE LEDGE IN
 HX1946'WHICH IT WAS PLACED, AND IS IN DANGER OF FALLING OUT AND BECOMING
 HX1946'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0923 ***********************************************************************
 KY0923  DESIGNATION -  K 120
 KY0923  PID         -  KY0923
 KY0923  STATE/COUNTY-  WV/BROOKE
 KY0923  USGS QUAD   -  BETHANY (1981)
 KY0923
 KY0923                         *CURRENT SURVEY CONTROL
 KY0923  ___________________________________________________________________
 KY0923* NAD 83(1986)-  40 12 38.     (N)    080 34 41.     (W)     SCALED    
 KY0923* NAVD 88     -       275.824  (meters)     904.93   (feet)  ADJUSTED  
 KY0923  ___________________________________________________________________
 KY0923  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY0923  DYNAMIC HT  -         275.674 (meters)     904.44  (feet)  COMP
 KY0923  MODELED GRAV-     980,076.4   (mgal)                       NAVD 88
 KY0923
 KY0923  VERT ORDER  -  SECOND    CLASS 0
 KY0923
 KY0923.The horizontal coordinates were scaled from a topographic map and have
 KY0923.an estimated accuracy of +/- 6 seconds.
 KY0923
 KY0923.The orthometric height was determined by differential leveling
 KY0923.and adjusted by the National Geodetic Survey in June 1991..
 KY0923
 KY0923.The geoid height was determined by GEOID03.
 KY0923
 KY0923.The dynamic height is computed by dividing the NAVD 88
 KY0923.geopotential number by the normal gravity value computed on the
 KY0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0923.degrees latitude (g = 980.6199 gals.).
 KY0923
 KY0923.The modeled gravity was interpolated from observed gravity values.
 KY0923
 KY0923;                    North         East    Units  Estimated Accuracy
 KY0923;SPC WV N     -   190,460.      508,230.      MT  (+/- 180 meters Scaled)
 KY0923
 KY0923                          SUPERSEDED SURVEY CONTROL
 KY0923
 KY0923  NGVD 29 (??/??/92)  275.993  (m)          905.49   (f) ADJ UNCH    2 0
 KY0923
 KY0923.Superseded values are not recommended for survey control.
 KY0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0923.See file dsdata.txt to determine how the superseded data were derived.
 KY0923
 KY0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE359512(NAD 83)
 KY0923_MARKER: DB = BENCH MARK DISK
 KY0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0923_STAMPING: K 120 1957
 KY0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0923+STABILITY: SURFACE MOTION
 KY0923
 KY0923  HISTORY     - Date     Condition        Report By
 KY0923  HISTORY     - 1957     MONUMENTED       CGS
 KY0923
 KY0923                          STATION DESCRIPTION
 KY0923
 KY0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0923'1.4 MI NW FROM BETHANY.
 KY0923'ABOUT 1.45 MILES NORTHWEST ALONG STATE HIGHWAY 67 FROM THE POST
 KY0923'OFFICE AT BETHANY, 24 FEET SOUTH-SOUTHWEST OF CENTER LINE OF
 KY0923'HIGHWAY, 83 FEET SOUTHEAST OF THE TOP OF A GRADE AND CENTER OF
 KY0923'JUNCTION OF A DRIVE NORTHEAST TO A FLAT ROOFED 1-STORY RESIDENCE,
 KY0923'59 FEET SOUTH-SOUTHEAST AND ACROSS ROAD FROM A POWER POLE WITH A
 KY0923'TRANSFORMER, 2 FEET WEST-NORTHWEST OF A CONCRETE WITNESS POST,
 KY0923'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0976 ***********************************************************************
 KY0976  DESIGNATION -  K 121
 KY0976  PID         -  KY0976
 KY0976  STATE/COUNTY-  WV/OHIO
 KY0976  USGS QUAD   -  TILTONSVILLE (1985)
 KY0976
 KY0976                         *CURRENT SURVEY CONTROL
 KY0976  ___________________________________________________________________
 KY0976* NAD 83(1986)-  40 07 33.     (N)    080 38 22.     (W)     SCALED    
 KY0976* NAVD 88     -       279.643  (meters)     917.46   (feet)  ADJUSTED  
 KY0976  ___________________________________________________________________
 KY0976  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY0976  DYNAMIC HT  -         279.488 (meters)     916.95  (feet)  COMP
 KY0976  MODELED GRAV-     980,064.2   (mgal)                       NAVD 88
 KY0976
 KY0976  VERT ORDER  -  SECOND    CLASS 0
 KY0976
 KY0976.The horizontal coordinates were scaled from a topographic map and have
 KY0976.an estimated accuracy of +/- 6 seconds.
 KY0976
 KY0976.The orthometric height was determined by differential leveling
 KY0976.and adjusted by the National Geodetic Survey in June 1991..
 KY0976
 KY0976.The geoid height was determined by GEOID03.
 KY0976
 KY0976.The dynamic height is computed by dividing the NAVD 88
 KY0976.geopotential number by the normal gravity value computed on the
 KY0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0976.degrees latitude (g = 980.6199 gals.).
 KY0976
 KY0976.The modeled gravity was interpolated from observed gravity values.
 KY0976
 KY0976;                    North         East    Units  Estimated Accuracy
 KY0976;SPC WV N     -   181,120.      502,880.      MT  (+/- 180 meters Scaled)
 KY0976
 KY0976                          SUPERSEDED SURVEY CONTROL
 KY0976
 KY0976  NGVD 29 (??/??/92)  279.811  (m)          918.01   (f) ADJ UNCH    2 0
 KY0976
 KY0976.Superseded values are not recommended for survey control.
 KY0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0976.See file dsdata.txt to determine how the superseded data were derived.
 KY0976
 KY0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE307417(NAD 83)
 KY0976_MARKER: DB = BENCH MARK DISK
 KY0976_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0976_SP_SET: WALL
 KY0976_STAMPING: K 121 1957
 KY0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0976
 KY0976  HISTORY     - Date     Condition        Report By
 KY0976  HISTORY     - 1957     MONUMENTED       CGS
 KY0976
 KY0976                          STATION DESCRIPTION
 KY0976
 KY0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0976'1 MI W FROM CLINTON.
 KY0976'ABOUT 0.95 MILE WEST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 KY0976'STATE HIGHWAY 88 AT CLINTON, NEAR THE JUNCTION OF A BLACK TOP ROAD
 KY0976'LEADING SOUTHWEST AND UPHILL, 20 FEET SOUTHEAST OF CENTER LINE OF
 KY0976'ROAD, 23 1/2 FEET SOUTHWEST OF WEST END OF SOUTH CONCRETE BANISTER
 KY0976'OF SHORT CREEK ROAD CONCRETE BRIDGE OVER SHORT CREEK AND A CREEK
 KY0976'BRANCH LEADING SOUTH, IN THE TOP OF A CONCRETE RETAINING WALL, 20
 KY0976'FEET NORTHEAST OF SOUTHWEST END OF RETAINING WALL AND 1/2 FOOT BELOW
 KY0976'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0734 ***********************************************************************
 JX0734  DESIGNATION -  K 122
 JX0734  PID         -  JX0734
 JX0734  STATE/COUNTY-  WV/MARSHALL
 JX0734  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0734
 JX0734                         *CURRENT SURVEY CONTROL
 JX0734  ___________________________________________________________________
 JX0734* NAD 83(1986)-  39 55 31.     (N)    080 44 22.     (W)     SCALED    
 JX0734* NAVD 88     -       208.850  (meters)     685.20   (feet)  ADJUSTED  
 JX0734  ___________________________________________________________________
 JX0734  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX0734  DYNAMIC HT  -         208.734 (meters)     684.82  (feet)  COMP
 JX0734  MODELED GRAV-     980,062.2   (mgal)                       NAVD 88
 JX0734
 JX0734  VERT ORDER  -  SECOND    CLASS 0
 JX0734
 JX0734.The horizontal coordinates were scaled from a topographic map and have
 JX0734.an estimated accuracy of +/- 6 seconds.
 JX0734
 JX0734.The orthometric height was determined by differential leveling
 JX0734.and adjusted by the National Geodetic Survey in June 1991..
 JX0734
 JX0734.The geoid height was determined by GEOID03.
 JX0734
 JX0734.The dynamic height is computed by dividing the NAVD 88
 JX0734.geopotential number by the normal gravity value computed on the
 JX0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0734.degrees latitude (g = 980.6199 gals.).
 JX0734
 JX0734.The modeled gravity was interpolated from observed gravity values.
 JX0734
 JX0734;                    North         East    Units  Estimated Accuracy
 JX0734;SPC WV N     -   158,960.      494,050.      MT  (+/- 180 meters Scaled)
 JX0734
 JX0734                          SUPERSEDED SURVEY CONTROL
 JX0734
 JX0734  NGVD 29 (??/??/92)  209.015  (m)          685.74   (f) ADJ UNCH    2 0
 JX0734
 JX0734.Superseded values are not recommended for survey control.
 JX0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0734.See file dsdata.txt to determine how the superseded data were derived.
 JX0734
 JX0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE222194(NAD 83)
 JX0734_MARKER: DB = BENCH MARK DISK
 JX0734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0734_SP_SET: BUILDING
 JX0734_STAMPING: K 122 1957
 JX0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX0734+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2005
 JX0734
 JX0734  HISTORY     - Date     Condition        Report By
 JX0734  HISTORY     - 1957     MONUMENTED       CGS
 JX0734  HISTORY     - 1983     GOOD             NGS
 JX0734  HISTORY     - 20050813 GOOD             GEOCAC
 JX0734
 JX0734                          STATION DESCRIPTION
 JX0734
 JX0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0734'AT MOUNDSVILLE.
 JX0734'AT MOUNDSVILLE, ABOUT 0.85 MILE NORTHEAST ALONG U.S. HIGHWAY
 JX0734'250 FROM THE POST OFFICE, AT THE INTERSECTION OF GRANT AVENUE,
 JX0734'12 FEET NORTH OF NORTH CURB OF FIRST STREET (HIGHWAY 250),
 JX0734'58 1/2 FEET EAST OF THE PROLONGED CENTER LINE OF GRANT AVENUE,
 JX0734'SET VERTICALLY IN THE SOUTH FACE OF THE 2-STORY BUILDING (OFFICE)
 JX0734'OF FOSTORIA GLASS COMPANY, 1.3 FEET WEST OF SOUTHEAST CORNER
 JX0734'OF BUILDING AND 2 FEET ABOVE LEVEL OF SIDE WALK.
 JX0734
 JX0734                          STATION RECOVERY (1983)
 JX0734
 JX0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0734'RECOVERED IN GOOD CONDITION.
 JX0734
 JX0734                          STATION RECOVERY (2005)
 JX0734
 JX0734'RECOVERY NOTE BY GEOCACHING 2005 (WPE)
 JX0734'RECOVERED AS DESCRIBED BUT THE BUILDING IT IS ATTACHED TO IS SCHEDULED
 JX0734'FOR DEMOLITION VERY SOON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0792 ***********************************************************************
 JX0792  DESIGNATION -  K 123
 JX0792  PID         -  JX0792
 JX0792  STATE/COUNTY-  WV/MARSHALL
 JX0792  USGS QUAD   -  MAJORSVILLE (1988)
 JX0792
 JX0792                         *CURRENT SURVEY CONTROL
 JX0792  ___________________________________________________________________
 JX0792* NAD 83(1986)-  39 59 38.     (N)    080 35 10.     (W)     SCALED    
 JX0792* NAVD 88     -       334.364  (meters)    1096.99   (feet)  ADJUSTED  
 JX0792  ___________________________________________________________________
 JX0792  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JX0792  DYNAMIC HT  -         334.168 (meters)    1096.35  (feet)  COMP
 JX0792  MODELED GRAV-     980,030.8   (mgal)                       NAVD 88
 JX0792
 JX0792  VERT ORDER  -  SECOND    CLASS 0
 JX0792
 JX0792.The horizontal coordinates were scaled from a topographic map and have
 JX0792.an estimated accuracy of +/- 6 seconds.
 JX0792
 JX0792.The orthometric height was determined by differential leveling
 JX0792.and adjusted by the National Geodetic Survey in June 1991..
 JX0792
 JX0792.The geoid height was determined by GEOID03.
 JX0792
 JX0792.The dynamic height is computed by dividing the NAVD 88
 JX0792.geopotential number by the normal gravity value computed on the
 JX0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0792.degrees latitude (g = 980.6199 gals.).
 JX0792
 JX0792.The modeled gravity was interpolated from observed gravity values.
 JX0792
 JX0792;                    North         East    Units  Estimated Accuracy
 JX0792;SPC WV N     -   166,410.      507,250.      MT  (+/- 180 meters Scaled)
 JX0792
 JX0792                          SUPERSEDED SURVEY CONTROL
 JX0792
 JX0792  NGVD 29 (??/??/92)  334.505  (m)         1097.46   (f) ADJ UNCH    2 0
 JX0792
 JX0792.Superseded values are not recommended for survey control.
 JX0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0792.See file dsdata.txt to determine how the superseded data were derived.
 JX0792
 JX0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE353271(NAD 83)
 JX0792_MARKER: DB = BENCH MARK DISK
 JX0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0792_STAMPING: K 123 1957
 JX0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0792+STABILITY: SURFACE MOTION
 JX0792
 JX0792  HISTORY     - Date     Condition        Report By
 JX0792  HISTORY     - 1957     MONUMENTED       CGS
 JX0792
 JX0792                          STATION DESCRIPTION
 JX0792
 JX0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0792'7.7 MI SE FROM ELM GROVE.
 JX0792'ABOUT 3.85 MILES SOUTH ALONG A BLACK TOP ROAD FOLLOWING
 JX0792'WHEELING CREEK FROM THE PUBLIC SCHOOL AT ELM GROVE, THENCE
 JX0792'ABOUT 3.85 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, ABOUT
 JX0792'0.8 MILE SOUTH-SOUTHEAST OF LOCUST GROVE SCHOOL, ABOUT 0.5
 JX0792'MILE NORTH AND DOWNHILL FROM THE JUNCTION OF LIMESTONE-DALLAS
 JX0792'ROAD, 16 1/2 FEET SOUTHWEST OF CENTER LINE OF ROAD, 167 FEET
 JX0792'WEST-NORTHWEST OF SOUTH END OF A 50-INCH CORRUGATED PIPE CULVERT
 JX0792'UNDER ROAD FOR BRUCE RUN, 8 1/2 FEET SOUTHEAST OF AN 8-INCH
 JX0792'ASH TREE, 3 1/4 FEET SOUTH OF A WHITE CONCRETE WITNESS POST, ABOUT
 JX0792'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX0792'3 INCHES.  NOTE-- MARK IS REACHED FROM DALLAS BY GOING ABOUT
 JX0792'4.9 MILES SOUTHWEST ALONG LIMESTONE-DALLAS ROAD FROM THE JUNCTION
 JX0792'OF DALLAS PIKE, THENCE ABOUT 0.5 MILE NORTH AND DOWNHILL ALONG A
 JX0792'NARROW GRAVEL ROAD LEADING TO LOCUST GROVE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0723 ***********************************************************************
 JX0723  DESIGNATION -  K 124
 JX0723  PID         -  JX0723
 JX0723  STATE/COUNTY-  WV/MARSHALL
 JX0723  USGS QUAD   -  GLEN EASTON (1976)
 JX0723
 JX0723                         *CURRENT SURVEY CONTROL
 JX0723  ___________________________________________________________________
 JX0723* NAD 83(1986)-  39 50 12.     (N)    080 38 12.     (W)     SCALED    
 JX0723* NAVD 88     -       296.854  (meters)     973.93   (feet)  ADJUSTED  
 JX0723  ___________________________________________________________________
 JX0723  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX0723  DYNAMIC HT  -         296.683 (meters)     973.37  (feet)  COMP
 JX0723  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 JX0723
 JX0723  VERT ORDER  -  SECOND    CLASS 0
 JX0723
 JX0723.The horizontal coordinates were scaled from a topographic map and have
 JX0723.an estimated accuracy of +/- 6 seconds.
 JX0723
 JX0723.The orthometric height was determined by differential leveling
 JX0723.and adjusted by the National Geodetic Survey in June 1991..
 JX0723
 JX0723.The geoid height was determined by GEOID03.
 JX0723
 JX0723.The dynamic height is computed by dividing the NAVD 88
 JX0723.geopotential number by the normal gravity value computed on the
 JX0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0723.degrees latitude (g = 980.6199 gals.).
 JX0723
 JX0723.The modeled gravity was interpolated from observed gravity values.
 JX0723
 JX0723;                    North         East    Units  Estimated Accuracy
 JX0723;SPC WV N     -   149,010.      502,710.      MT  (+/- 180 meters Scaled)
 JX0723
 JX0723                          SUPERSEDED SURVEY CONTROL
 JX0723
 JX0723  NGVD 29 (??/??/92)  296.988  (m)          974.37   (f) ADJ UNCH    2 0
 JX0723
 JX0723.Superseded values are not recommended for survey control.
 JX0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0723.See file dsdata.txt to determine how the superseded data were derived.
 JX0723
 JX0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE310096(NAD 83)
 JX0723_MARKER: DB = BENCH MARK DISK
 JX0723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0723_SP_SET: BRIDGE
 JX0723_STAMPING: K 124 1957
 JX0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0723
 JX0723  HISTORY     - Date     Condition        Report By
 JX0723  HISTORY     - 1957     MONUMENTED       CGS
 JX0723
 JX0723                          STATION DESCRIPTION
 JX0723
 JX0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0723'0.6 MI SE FROM GLEN EASTON.
 JX0723'ABOUT 0.55 MILE SOUTHEAST AND EAST ALONG THE BALTIMORE AND OHIO
 JX0723'RAILROAD FROM THE STATION SIGN AT GLEN EASTON, NEAR MILEAGE POLE
 JX0723'NO. 355+38, IN THE TOP OF SOUTH END OF BACK WALL OF WEST CONCRETE
 JX0723'ABUTMENT OF STEEL PLATE BRIDGE NO. 140 OVER GRAVE CREEK, 11
 JX0723'FEET SOUTH OF SOUTH RAIL, 3 1/2 FEET SOUTH OF STEEL PLATE AND
 JX0723'2 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0681 ***********************************************************************
 JX0681  DESIGNATION -  K 125
 JX0681  PID         -  JX0681
 JX0681  STATE/COUNTY-  WV/MARSHALL
 JX0681  USGS QUAD   -  GLEN EASTON (1976)
 JX0681
 JX0681                         *CURRENT SURVEY CONTROL
 JX0681  ___________________________________________________________________
 JX0681* NAD 83(1986)-  39 49 06.     (N)    080 40 12.     (W)     SCALED    
 JX0681* NAVD 88     -       416.672  (meters)    1367.03   (feet)  ADJUSTED  
 JX0681  ___________________________________________________________________
 JX0681  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JX0681  DYNAMIC HT  -         416.437 (meters)    1366.26  (feet)  COMP
 JX0681  MODELED GRAV-     980,049.1   (mgal)                       NAVD 88
 JX0681
 JX0681  VERT ORDER  -  SECOND    CLASS 0
 JX0681
 JX0681.The horizontal coordinates were scaled from a topographic map and have
 JX0681.an estimated accuracy of +/- 6 seconds.
 JX0681
 JX0681.The orthometric height was determined by differential leveling
 JX0681.and adjusted by the National Geodetic Survey in June 1991..
 JX0681
 JX0681.The geoid height was determined by GEOID03.
 JX0681
 JX0681.The dynamic height is computed by dividing the NAVD 88
 JX0681.geopotential number by the normal gravity value computed on the
 JX0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0681.degrees latitude (g = 980.6199 gals.).
 JX0681
 JX0681.The modeled gravity was interpolated from observed gravity values.
 JX0681
 JX0681;                    North         East    Units  Estimated Accuracy
 JX0681;SPC WV N     -   147,010.      499,830.      MT  (+/- 180 meters Scaled)
 JX0681
 JX0681                          SUPERSEDED SURVEY CONTROL
 JX0681
 JX0681  NGVD 29 (??/??/92)  416.812  (m)         1367.49   (f) ADJ UNCH    2 0
 JX0681
 JX0681.Superseded values are not recommended for survey control.
 JX0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0681.See file dsdata.txt to determine how the superseded data were derived.
 JX0681
 JX0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE282076(NAD 83)
 JX0681_MARKER: DB = BENCH MARK DISK
 JX0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0681_STAMPING: K 125 1957
 JX0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0681+STABILITY: SURFACE MOTION
 JX0681
 JX0681  HISTORY     - Date     Condition        Report By
 JX0681  HISTORY     - 1957     MONUMENTED       CGS
 JX0681
 JX0681                          STATION DESCRIPTION
 JX0681
 JX0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0681'2.8 MI SW FROM GLEN EASTON.
 JX0681'ABOUT 1.05 MILES SOUTH ALONG A WINDING GRAVEL ROAD FROM THE
 JX0681'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT GLEN EASTON, THENCE
 JX0681'ABOUT 1.45 MILES NORTHWEST AND WEST ALONG A BLACK TOP ROAD,
 JX0681'THENCE ABOUT 0.35 MILE SOUTH ALONG A BLACK TOP ROAD LEADING TO
 JX0681'LYNN CAMP, 0.35 MILE SOUTH OF SALEM CHURCH AND CEMETERY, 20 FEET
 JX0681'EAST OF CENTER LINE OF ROAD AND ON THE OUTSIDE OF A CURVE,
 JX0681'51 FEET SOUTH OF SOUTH END OF EAST CONCRETE HEAD WALL OF A 10-INCH
 JX0681'PIPE CULVERT UNDER ROAD, ABOUT 50 YARDS SOUTH-SOUTHWEST OF A LARGE
 JX0681'OLD BARN, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A CONCRETE
 JX0681'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP
 JX0681'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0545 ***********************************************************************
 JX0545  DESIGNATION -  K 126
 JX0545  PID         -  JX0545
 JX0545  STATE/COUNTY-  WV/WETZEL
 JX0545  USGS QUAD   -  LITTLETON (1976)
 JX0545
 JX0545                         *CURRENT SURVEY CONTROL
 JX0545  ___________________________________________________________________
 JX0545* NAD 83(1986)-  39 41 50.     (N)    080 37 13.     (W)     SCALED    
 JX0545* NAVD 88     -       412.096  (meters)    1352.02   (feet)  POSTED    
 JX0545  ___________________________________________________________________
 JX0545  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0545  DYNAMIC HT  -         411.860 (meters)    1351.24  (feet)  COMP
 JX0545  MODELED GRAV-     980,035.2   (mgal)                       NAVD 88
 JX0545
 JX0545  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JX0545
 JX0545.The horizontal coordinates were scaled from a topographic map and have
 JX0545.an estimated accuracy of +/- 6 seconds.
 JX0545
 JX0545.The orthometric height was determined by differential leveling
 JX0545.and adjusted by the National Geodetic Survey in 1992..
 JX0545.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JX0545.rate of 3.1 thru 4.0 mm/km.
 JX0545
 JX0545.The geoid height was determined by GEOID03.
 JX0545
 JX0545.The dynamic height is computed by dividing the NAVD 88
 JX0545.geopotential number by the normal gravity value computed on the
 JX0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0545.degrees latitude (g = 980.6199 gals.).
 JX0545
 JX0545.The modeled gravity was interpolated from observed gravity values.
 JX0545
 JX0545;                    North         East    Units  Estimated Accuracy
 JX0545;SPC WV N     -   133,510.      503,920.      MT  (+/- 180 meters Scaled)
 JX0545
 JX0545                          SUPERSEDED SURVEY CONTROL
 JX0545
 JX0545  NGVD 29 (??/??/92)  412.241  (m)         1352.49   (f) ADJ UNCH    2 0
 JX0545
 JX0545.Superseded values are not recommended for survey control.
 JX0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0545.See file dsdata.txt to determine how the superseded data were derived.
 JX0545
 JX0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND325942(NAD 83)
 JX0545_MARKER: DB = BENCH MARK DISK
 JX0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0545_SP_SET: CONC FOUNDATION
 JX0545_STAMPING: K 126 1957
 JX0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0545
 JX0545  HISTORY     - Date     Condition        Report By
 JX0545  HISTORY     - 1957     MONUMENTED       CGS
 JX0545
 JX0545                          STATION DESCRIPTION
 JX0545
 JX0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0545'0.8 MI NE FROM SILVER HILL.
 JX0545'ABOUT 0.75 MILE NORTHEAST ALONG STATE HIGHWAY 89 FROM THE BRIDGE
 JX0545'OVER LAUREL RUN AND POST OFFICE AT SILVER HILL, ABOUT 0.3 MILE
 JX0545'NORTHEAST OF SILVER HILL SCHOOL, SET VERTICALLY IN THE NORTH
 JX0545'FACE OF CIRCULAR CONCRETE FOUNDATION OF A SILO WHICH IS LOCATED
 JX0545'AT NORTHEAST SIDE OF A BARN, 55 FEET SOUTHEAST OF CENTER LINE OF
 JX0545'HIGHWAY, 18 FEET EAST OF NORTH CORNER OF BARN, 20 1/2 FEET
 JX0545'SOUTHEAST OF SOUTH CORNER OF A CONCRETE BLOCK MILK HOUSE AND ABOUT
 JX0545'1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0706 ***********************************************************************
 JX0706  DESIGNATION -  K 127
 JX0706  PID         -  JX0706
 JX0706  STATE/COUNTY-  WV/MARSHALL
 JX0706  USGS QUAD   -  GLEN EASTON (1976)
 JX0706
 JX0706                         *CURRENT SURVEY CONTROL
 JX0706  ___________________________________________________________________
 JX0706* NAD 83(1986)-  39 46 01.     (N)    080 40 27.     (W)     SCALED    
 JX0706* NAVD 88     -       221.428  (meters)     726.47   (feet)  ADJUSTED  
 JX0706  ___________________________________________________________________
 JX0706  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JX0706  DYNAMIC HT  -         221.301 (meters)     726.05  (feet)  COMP
 JX0706  MODELED GRAV-     980,048.7   (mgal)                       NAVD 88
 JX0706
 JX0706  VERT ORDER  -  SECOND    CLASS 0
 JX0706
 JX0706.The horizontal coordinates were scaled from a topographic map and have
 JX0706.an estimated accuracy of +/- 6 seconds.
 JX0706
 JX0706.The orthometric height was determined by differential leveling
 JX0706.and adjusted by the National Geodetic Survey in June 1991..
 JX0706
 JX0706.The geoid height was determined by GEOID03.
 JX0706
 JX0706.The dynamic height is computed by dividing the NAVD 88
 JX0706.geopotential number by the normal gravity value computed on the
 JX0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0706.degrees latitude (g = 980.6199 gals.).
 JX0706
 JX0706.The modeled gravity was interpolated from observed gravity values.
 JX0706
 JX0706;                    North         East    Units  Estimated Accuracy
 JX0706;SPC WV N     -   141,310.      499,400.      MT  (+/- 180 meters Scaled)
 JX0706
 JX0706                          SUPERSEDED SURVEY CONTROL
 JX0706
 JX0706  NGVD 29 (??/??/92)  221.571  (m)          726.94   (f) ADJ UNCH    2 0
 JX0706
 JX0706.Superseded values are not recommended for survey control.
 JX0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0706.See file dsdata.txt to determine how the superseded data were derived.
 JX0706
 JX0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE279019(NAD 83)
 JX0706_MARKER: DB = BENCH MARK DISK
 JX0706_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JX0706_SP_SET: UNSPECIFIED ROCK
 JX0706_STAMPING: K 127 1957
 JX0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0706
 JX0706  HISTORY     - Date     Condition        Report By
 JX0706  HISTORY     - 1957     MONUMENTED       CGS
 JX0706
 JX0706                          STATION DESCRIPTION
 JX0706
 JX0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0706'1.8 MI W FROM ADALINE.
 JX0706'ABOUT 1.75 MILES WEST ALONG A GRAVEL ROAD FOLLOWING FISH CREEK
 JX0706'FROM THE SCHOOL AT ADALINE, ABOUT 0.5 MILE WEST OF A STEEL
 JX0706'BRIDGE OVER FISH CREEK, SET VERTICALLY IN THE SOUTH FACE OF A
 JX0706'LARGE ROCK, 16 FEET NORTH OF CENTER LINE OF ROAD, 77 FEET SOUTH
 JX0706'OF SOUTHWEST CORNER OF A CONCRETE BLOCK HOUSE, 145 FEET WEST OF
 JX0706'CENTER LINE OF DRIVE TO HOUSE, AND ABOUT 2 1/2 FEET ABOVE LEVEL
 JX0706'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0689 ***********************************************************************
 JX0689  DESIGNATION -  K 128
 JX0689  PID         -  JX0689
 JX0689  STATE/COUNTY-  WV/MARSHALL
 JX0689  USGS QUAD   -  GLEN EASTON (1976)
 JX0689
 JX0689                         *CURRENT SURVEY CONTROL
 JX0689  ___________________________________________________________________
 JX0689* NAD 83(1986)-  39 45 44.     (N)    080 42 30.     (W)     SCALED    
 JX0689* NAVD 88     -       282.519  (meters)     926.90   (feet)  ADJUSTED  
 JX0689  ___________________________________________________________________
 JX0689  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JX0689  DYNAMIC HT  -         282.360 (meters)     926.38  (feet)  COMP
 JX0689  MODELED GRAV-     980,055.4   (mgal)                       NAVD 88
 JX0689
 JX0689  VERT ORDER  -  SECOND    CLASS 0
 JX0689
 JX0689.The horizontal coordinates were scaled from a topographic map and have
 JX0689.an estimated accuracy of +/- 6 seconds.
 JX0689
 JX0689.The orthometric height was determined by differential leveling
 JX0689.and adjusted by the National Geodetic Survey in June 1991..
 JX0689
 JX0689.The geoid height was determined by GEOID03.
 JX0689
 JX0689.The dynamic height is computed by dividing the NAVD 88
 JX0689.geopotential number by the normal gravity value computed on the
 JX0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0689.degrees latitude (g = 980.6199 gals.).
 JX0689
 JX0689.The modeled gravity was interpolated from observed gravity values.
 JX0689
 JX0689;                    North         East    Units  Estimated Accuracy
 JX0689;SPC WV N     -   140,830.      496,470.      MT  (+/- 180 meters Scaled)
 JX0689
 JX0689                          SUPERSEDED SURVEY CONTROL
 JX0689
 JX0689  NGVD 29 (??/??/92)  282.667  (m)          927.38   (f) ADJ UNCH    2 0
 JX0689
 JX0689.Superseded values are not recommended for survey control.
 JX0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0689.See file dsdata.txt to determine how the superseded data were derived.
 JX0689
 JX0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE249014(NAD 83)
 JX0689_MARKER: DB = BENCH MARK DISK
 JX0689_SETTING: 66 = SET IN ROCK OUTCROP
 JX0689_SP_SET: ROCK CUT
 JX0689_STAMPING: K 128 1957
 JX0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0689+STABILITY: POSITION/ELEVATION WELL
 JX0689
 JX0689  HISTORY     - Date     Condition        Report By
 JX0689  HISTORY     - 1957     MONUMENTED       CGS
 JX0689
 JX0689                          STATION DESCRIPTION
 JX0689
 JX0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0689'0.8 MI S FROM LYNN CAMP.
 JX0689'ABOUT 0.75 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE METHODIST
 JX0689'CHURCH AT LYNN CAMP, ON THE NORTH SLOPE OF A LONG WINDING GRADE,
 JX0689'ABOUT 68 YARDS NORTHEAST OF A SHARP CURVE WITH TANGENTS EXTENDING
 JX0689'NORTHEAST AND EAST, SET VERTICALLY IN THE NORTHWEST FACE OF A
 JX0689'LARGE ROCK CUT, 16 FEET SOUTHEAST OF CENTER LINE OF ROAD, 2 FEET
 JX0689'ABOVE GROUND AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0660 ***********************************************************************
 JX0660  DESIGNATION -  K 129
 JX0660  PID         -  JX0660
 JX0660  STATE/COUNTY-  WV/WETZEL
 JX0660  USGS QUAD   -  BIG RUN (1976)
 JX0660
 JX0660                         *CURRENT SURVEY CONTROL
 JX0660  ___________________________________________________________________
 JX0660* NAD 83(1986)-  39 30 57.     (N)    080 34 14.     (W)     SCALED    
 JX0660* NAVD 88     -       267.042  (meters)     876.12   (feet)  ADJUSTED  
 JX0660  ___________________________________________________________________
 JX0660  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JX0660  DYNAMIC HT  -         266.882 (meters)     875.60  (feet)  COMP
 JX0660  MODELED GRAV-     980,020.8   (mgal)                       NAVD 88
 JX0660
 JX0660  VERT ORDER  -  SECOND    CLASS 0
 JX0660
 JX0660.The horizontal coordinates were scaled from a topographic map and have
 JX0660.an estimated accuracy of +/- 6 seconds.
 JX0660
 JX0660.The orthometric height was determined by differential leveling
 JX0660.and adjusted by the National Geodetic Survey in June 1991..
 JX0660
 JX0660.The geoid height was determined by GEOID03.
 JX0660
 JX0660.The dynamic height is computed by dividing the NAVD 88
 JX0660.geopotential number by the normal gravity value computed on the
 JX0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0660.degrees latitude (g = 980.6199 gals.).
 JX0660
 JX0660.The modeled gravity was interpolated from observed gravity values.
 JX0660
 JX0660;                    North         East    Units  Estimated Accuracy
 JX0660;SPC WV N     -   113,320.      507,950.      MT  (+/- 180 meters Scaled)
 JX0660
 JX0660                          SUPERSEDED SURVEY CONTROL
 JX0660
 JX0660  NGVD 29 (??/??/92)  267.199  (m)          876.64   (f) ADJ UNCH    2 0
 JX0660
 JX0660.Superseded values are not recommended for survey control.
 JX0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0660.See file dsdata.txt to determine how the superseded data were derived.
 JX0660
 JX0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND369741(NAD 83)
 JX0660_MARKER: DB = BENCH MARK DISK
 JX0660_SETTING: 66 = SET IN ROCK OUTCROP
 JX0660_SP_SET: ROCK CUT
 JX0660_STAMPING: K 129 1957
 JX0660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0660+STABILITY: POSITION/ELEVATION WELL
 JX0660
 JX0660  HISTORY     - Date     Condition        Report By
 JX0660  HISTORY     - 1957     MONUMENTED       CGS
 JX0660
 JX0660                          STATION DESCRIPTION
 JX0660
 JX0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0660'2.4 MI NW FROM SMITHFIELD.
 JX0660'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 JX0660'BALTIMORE AND OHIO RAILROAD STATION AT SMITHFIELD, THENCE ABOUT
 JX0660'0.85 MILE NORTHEAST ALONG A GRAVEL ROAD FOLLOWING FALLEN TIMBER
 JX0660'RUN, ABOUT 125 YARDS SOUTHWEST OF A SMALL CEMETERY WHICH IS ON
 JX0660'NORTHWEST SIDE OF ROAD, ABOUT 80 YARDS NORTHEAST OF THE SOUTHWEST
 JX0660'ONE OF TWO OIL WELLS, SET VERTICALLY IN THE SOUTHEAST FACE OF
 JX0660'A LARGE ROCK IN A CUT, 36 FEET NORTHWEST OF CENTER LINE OF ROAD,
 JX0660'ABOUT 4 FEET ABOVE GROUND AND ABOUT 8 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0613 ***********************************************************************
 JX0613  DESIGNATION -  K 130
 JX0613  PID         -  JX0613
 JX0613  STATE/COUNTY-  WV/WETZEL
 JX0613  USGS QUAD   -  PINE GROVE (1976)
 JX0613
 JX0613                         *CURRENT SURVEY CONTROL
 JX0613  ___________________________________________________________________
 JX0613* NAD 83(1986)-  39 37 07.     (N)    080 39 05.     (W)     SCALED    
 JX0613* NAVD 88     -       257.169  (meters)     843.73   (feet)  ADJUSTED  
 JX0613  ___________________________________________________________________
 JX0613  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JX0613  DYNAMIC HT  -         257.019 (meters)     843.24  (feet)  COMP
 JX0613  MODELED GRAV-     980,035.2   (mgal)                       NAVD 88
 JX0613
 JX0613  VERT ORDER  -  SECOND    CLASS 0
 JX0613
 JX0613.The horizontal coordinates were scaled from a topographic map and have
 JX0613.an estimated accuracy of +/- 6 seconds.
 JX0613
 JX0613.The orthometric height was determined by differential leveling
 JX0613.and adjusted by the National Geodetic Survey in June 1991..
 JX0613
 JX0613.The geoid height was determined by GEOID03.
 JX0613
 JX0613.The dynamic height is computed by dividing the NAVD 88
 JX0613.geopotential number by the normal gravity value computed on the
 JX0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0613.degrees latitude (g = 980.6199 gals.).
 JX0613
 JX0613.The modeled gravity was interpolated from observed gravity values.
 JX0613
 JX0613;                    North         East    Units  Estimated Accuracy
 JX0613;SPC WV N     -   124,820.      501,140.      MT  (+/- 180 meters Scaled)
 JX0613
 JX0613                          SUPERSEDED SURVEY CONTROL
 JX0613
 JX0613  NGVD 29 (??/??/92)  257.327  (m)          844.25   (f) ADJ UNCH    2 0
 JX0613
 JX0613.Superseded values are not recommended for survey control.
 JX0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0613.See file dsdata.txt to determine how the superseded data were derived.
 JX0613
 JX0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND299854(NAD 83)
 JX0613_MARKER: DB = BENCH MARK DISK
 JX0613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0613_SP_SET: BRIDGE
 JX0613_STAMPING: K 130 1957
 JX0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0613
 JX0613  HISTORY     - Date     Condition        Report By
 JX0613  HISTORY     - 1957     MONUMENTED       CGS
 JX0613
 JX0613                          STATION DESCRIPTION
 JX0613
 JX0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0613'1.6 MI SE FROM WILEYVILLE.
 JX0613'ABOUT 1.65 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE
 JX0613'CHURCH OF CHRIST AT WILEYVILLE, AT THE JUNCTION OF A ROAD SOUTH,
 JX0613'IN THE TOP OF THE NORTHEAST END OF SOUTHWEST WING WALL OF A
 JX0613'CONCRETE BRIDGE ON ROAD SOUTH, 69 FEET SOUTHWEST OF CENTER LINE
 JX0613'OF HIGHWAY AT CENTER OF JUNCTION, 9 FEET WEST OF CENTER LINE
 JX0613'OF ROAD SOUTH, 3 1/2 FEET SOUTH OF SOUTH END OF THE WEST GUARD
 JX0613'RAIL OF BRIDGE AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1023 ***********************************************************************
 JX1023  DESIGNATION -  K 131
 JX1023  PID         -  JX1023
 JX1023  STATE/COUNTY-  WV/RITCHIE
 JX1023  USGS QUAD   -  ELLENBORO (1975)
 JX1023
 JX1023                         *CURRENT SURVEY CONTROL
 JX1023  ___________________________________________________________________
 JX1023* NAD 83(1986)-  39 19 03.     (N)    081 04 56.     (W)     SCALED    
 JX1023* NAVD 88     -       260.272  (meters)     853.91   (feet)  ADJUSTED  
 JX1023  ___________________________________________________________________
 JX1023  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JX1023  DYNAMIC HT  -         260.110 (meters)     853.38  (feet)  COMP
 JX1023  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 JX1023
 JX1023  VERT ORDER  -  SECOND    CLASS 0
 JX1023
 JX1023.The horizontal coordinates were scaled from a topographic map and have
 JX1023.an estimated accuracy of +/- 6 seconds.
 JX1023
 JX1023.The orthometric height was determined by differential leveling
 JX1023.and adjusted by the National Geodetic Survey in June 1991..
 JX1023
 JX1023.The geoid height was determined by GEOID03.
 JX1023
 JX1023.The dynamic height is computed by dividing the NAVD 88
 JX1023.geopotential number by the normal gravity value computed on the
 JX1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1023.degrees latitude (g = 980.6199 gals.).
 JX1023
 JX1023.The modeled gravity was interpolated from observed gravity values.
 JX1023
 JX1023;                    North         East    Units  Estimated Accuracy
 JX1023;SPC WV N     -    91,960.      463,570.      MT  (+/- 180 meters Scaled)
 JX1023
 JX1023                          SUPERSEDED SURVEY CONTROL
 JX1023
 JX1023  NGVD 29 (??/??/92)  260.438  (m)          854.45   (f) ADJ UNCH    2 0
 JX1023
 JX1023.Superseded values are not recommended for survey control.
 JX1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1023.See file dsdata.txt to determine how the superseded data were derived.
 JX1023
 JX1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD929520(NAD 83)
 JX1023_MARKER: DB = BENCH MARK DISK
 JX1023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1023_SP_SET: CULVERT
 JX1023_STAMPING: K 131 1957
 JX1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1023
 JX1023  HISTORY     - Date     Condition        Report By
 JX1023  HISTORY     - 1957     MONUMENTED       CGS
 JX1023
 JX1023                          STATION DESCRIPTION
 JX1023
 JX1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1023'0.4 MI NW FROM FINCH.
 JX1023'ABOUT 0.35 MILE NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 50 FROM
 JX1023'MT. OLIVET METHODIST CHURCH AND CEMETERY AT FINCH, IN THE TOP OF
 JX1023'THE NORTHEAST CONCRETE HEAD WALL OF A TWIN 60-INCH PIPE CULVERT
 JX1023'UNDER HIGHWAY, 29 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY,
 JX1023'2 3/4 FEET SOUTHEAST OF NORTHWEST END OF HEAD WALL AND 3 FEET
 JX1023'BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0904 ***********************************************************************
 JX0904  DESIGNATION -  K 132
 JX0904  PID         -  JX0904
 JX0904  STATE/COUNTY-  WV/PLEASANTS
 JX0904  USGS QUAD   -  SCHULTZ (1975)
 JX0904
 JX0904                         *CURRENT SURVEY CONTROL
 JX0904  ___________________________________________________________________
 JX0904* NAD 83(1986)-  39 18 40.     (N)    081 12 25.     (W)     SCALED    
 JX0904* NAVD 88     -       269.237  (meters)     883.32   (feet)  ADJUSTED  
 JX0904  ___________________________________________________________________
 JX0904  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JX0904  DYNAMIC HT  -         269.072 (meters)     882.78  (feet)  COMP
 JX0904  MODELED GRAV-     980,007.9   (mgal)                       NAVD 88
 JX0904
 JX0904  VERT ORDER  -  SECOND    CLASS 0
 JX0904
 JX0904.The horizontal coordinates were scaled from a topographic map and have
 JX0904.an estimated accuracy of +/- 6 seconds.
 JX0904
 JX0904.The orthometric height was determined by differential leveling
 JX0904.and adjusted by the National Geodetic Survey in June 1991..
 JX0904
 JX0904.The geoid height was determined by GEOID03.
 JX0904
 JX0904.The dynamic height is computed by dividing the NAVD 88
 JX0904.geopotential number by the normal gravity value computed on the
 JX0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0904.degrees latitude (g = 980.6199 gals.).
 JX0904
 JX0904.The modeled gravity was interpolated from observed gravity values.
 JX0904
 JX0904;                    North         East    Units  Estimated Accuracy
 JX0904;SPC WV N     -    91,450.      452,800.      MT  (+/- 180 meters Scaled)
 JX0904
 JX0904                          SUPERSEDED SURVEY CONTROL
 JX0904
 JX0904  NGVD 29 (??/??/92)  269.400  (m)          883.86   (f) ADJ UNCH    2 0
 JX0904
 JX0904.Superseded values are not recommended for survey control.
 JX0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0904.See file dsdata.txt to determine how the superseded data were derived.
 JX0904
 JX0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD821513(NAD 83)
 JX0904_MARKER: DB = BENCH MARK DISK
 JX0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0904_STAMPING: K 132 1957
 JX0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0904+STABILITY: SURFACE MOTION
 JX0904
 JX0904  HISTORY     - Date     Condition        Report By
 JX0904  HISTORY     - 1957     MONUMENTED       CGS
 JX0904
 JX0904                          STATION DESCRIPTION
 JX0904
 JX0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0904'2 MI SE FROM SCHULTZ.
 JX0904'ABOUT 2.05 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING COW
 JX0904'CREEK FROM BRIDGE OVER COW CREEK AND ROAD JUNCTION AT SCHULTZ,
 JX0904'ABOUT 0.1 MILE SOUTHEAST OF TWO WHITE FRAME HOUSES (ONE ON
 JX0904'EACH SIDE OF ROAD), 25 FEET SOUTH-SOUTHWEST OF CENTER LINE OF
 JX0904'ROAD, 73 FEET WEST OF CENTER LINE OF ROAD AT THE TOP OF A SHORT
 JX0904'GRADE DECENDING NORTHWEST, NEAR THE NORTHWEST CORNER OF A CLEARED
 JX0904'FIELD, 6 FEET SOUTH OF A POWER POLE, 2 FEET NORTH OF A WHITE
 JX0904'WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND
 JX0904'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0360 ***********************************************************************
 JX0360  DESIGNATION -  K 133
 JX0360  PID         -  JX0360
 JX0360  STATE/COUNTY-  WV/DODDRIDGE
 JX0360  USGS QUAD   -  SALEM (1976)
 JX0360
 JX0360                         *CURRENT SURVEY CONTROL
 JX0360  ___________________________________________________________________
 JX0360* NAD 83(1986)-  39 19 05.     (N)    080 35 13.     (W)     SCALED    
 JX0360* NAVD 88     -       296.512  (meters)     972.81   (feet)  ADJUSTED  
 JX0360  ___________________________________________________________________
 JX0360  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JX0360  DYNAMIC HT  -         296.327 (meters)     972.20  (feet)  COMP
 JX0360  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 JX0360
 JX0360  VERT ORDER  -  SECOND    CLASS 0
 JX0360
 JX0360.The horizontal coordinates were scaled from a topographic map and have
 JX0360.an estimated accuracy of +/- 6 seconds.
 JX0360
 JX0360.The orthometric height was determined by differential leveling
 JX0360.and adjusted by the National Geodetic Survey in June 1991..
 JX0360
 JX0360.The geoid height was determined by GEOID03.
 JX0360
 JX0360.The dynamic height is computed by dividing the NAVD 88
 JX0360.geopotential number by the normal gravity value computed on the
 JX0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0360.degrees latitude (g = 980.6199 gals.).
 JX0360
 JX0360.The modeled gravity was interpolated from observed gravity values.
 JX0360
 JX0360;                    North         East    Units  Estimated Accuracy
 JX0360;SPC WV N     -    91,390.      506,270.      MT  (+/- 180 meters Scaled)
 JX0360
 JX0360                          SUPERSEDED SURVEY CONTROL
 JX0360
 JX0360  NGVD 29 (??/??/92)  296.663  (m)          973.30   (f) ADJ UNCH    2 0
 JX0360
 JX0360.Superseded values are not recommended for survey control.
 JX0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0360.See file dsdata.txt to determine how the superseded data were derived.
 JX0360
 JX0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND356521(NAD 83)
 JX0360_MARKER: DB = BENCH MARK DISK
 JX0360_SETTING: 66 = SET IN ROCK OUTCROP
 JX0360_SP_SET: CUT
 JX0360_STAMPING: K 133 1957
 JX0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0360+STABILITY: POSITION/ELEVATION WELL
 JX0360
 JX0360  HISTORY     - Date     Condition        Report By
 JX0360  HISTORY     - 1957     MONUMENTED       CGS
 JX0360
 JX0360                          STATION DESCRIPTION
 JX0360
 JX0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0360'3.4 MI NW FROM SALEM.
 JX0360'ABOUT 3.45 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE JUNCTION
 JX0360'OF U.S. HIGHWAY 50 AT SALEM, ABOUT 1.1 MILES NORTHWEST OF THE
 JX0360'DODDRIDGE-HARRISON COUNTY LINE, ABOUT 0.45 MILE NORTHEAST OF
 JX0360'JUNCTION OF A BLACK TOP ROAD SOUTHWEST, ABOUT 3.2 MILES SOUTHEAST
 JX0360'OF THE SCHOOL AT SEDALIA, SET IN THE TOP OF A SMALL SHELF OF A
 JX0360'ROCK CUT, 20 FEET WEST OF CENTER LINE OF HIGHWAY, 149 FEET
 JX0360'SOUTH OF SOUTH END OF THE WEST HEAD WALL OF AN 18-INCH PIPE CULVERT
 JX0360'UNDER HIGHWAY, 5 FEET SOUTH OF AND ABOUT 3 1/2 FEET BELOW A
 JX0360'12-INCH TRIANGLE CHISELED IN FACE OF CUT, 50 FEET SOUTHWEST AND
 JX0360'ACROSS HIGHWAY FROM TELEPHONE POLE NO. 122, AND ABOUT 1 1/2
 JX0360'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0366 ***********************************************************************
 JX0366  DESIGNATION -  K 134
 JX0366  PID         -  JX0366
 JX0366  STATE/COUNTY-  WV/DODDRIDGE
 JX0366  USGS QUAD   -  FOLSOM (1976)
 JX0366
 JX0366                         *CURRENT SURVEY CONTROL
 JX0366  ___________________________________________________________________
 JX0366* NAD 83(1986)-  39 22 35.     (N)    080 36 39.     (W)     SCALED    
 JX0366* NAVD 88     -       252.701  (meters)     829.07   (feet)  ADJUSTED  
 JX0366  ___________________________________________________________________
 JX0366  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JX0366  DYNAMIC HT  -         252.547 (meters)     828.56  (feet)  COMP
 JX0366  MODELED GRAV-     980,011.9   (mgal)                       NAVD 88
 JX0366
 JX0366  VERT ORDER  -  SECOND    CLASS 0
 JX0366
 JX0366.The horizontal coordinates were scaled from a topographic map and have
 JX0366.an estimated accuracy of +/- 6 seconds.
 JX0366
 JX0366.The orthometric height was determined by differential leveling
 JX0366.and adjusted by the National Geodetic Survey in June 1991..
 JX0366
 JX0366.The geoid height was determined by GEOID03.
 JX0366
 JX0366.The dynamic height is computed by dividing the NAVD 88
 JX0366.geopotential number by the normal gravity value computed on the
 JX0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0366.degrees latitude (g = 980.6199 gals.).
 JX0366
 JX0366.The modeled gravity was interpolated from observed gravity values.
 JX0366
 JX0366;                    North         East    Units  Estimated Accuracy
 JX0366;SPC WV N     -    97,890.      504,290.      MT  (+/- 180 meters Scaled)
 JX0366
 JX0366                          SUPERSEDED SURVEY CONTROL
 JX0366
 JX0366  NGVD 29 (??/??/92)  252.857  (m)          829.58   (f) ADJ UNCH    2 0
 JX0366
 JX0366.Superseded values are not recommended for survey control.
 JX0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0366.See file dsdata.txt to determine how the superseded data were derived.
 JX0366
 JX0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND335586(NAD 83)
 JX0366_MARKER: DB = BENCH MARK DISK
 JX0366_SETTING: 66 = SET IN ROCK OUTCROP
 JX0366_SP_SET: CUT
 JX0366_STAMPING: K 134 1957
 JX0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0366+STABILITY: POSITION/ELEVATION WELL
 JX0366
 JX0366  HISTORY     - Date     Condition        Report By
 JX0366  HISTORY     - 1957     MONUMENTED       CGS
 JX0366
 JX0366                          STATION DESCRIPTION
 JX0366
 JX0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0366'2.6 MI NW FROM SEDALIA.
 JX0366'ABOUT 2.6 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE SCHOOL
 JX0366'AT SEDALIA, ABOUT 2.05 MILES SOUTHEAST OF THE SCHOOL AT CENTER
 JX0366'POINT, SET VERTICALLY IN A ROCK CUT, 18 FEET EAST OF CENTER LINE
 JX0366'OF HIGHWAY, 105 FEET EAST-NORTHEAST AND ACROSS HIGHWAY FROM
 JX0366'SOUTHEAST CORNER OF A.B. SECKMAN RESIDENCE, 22 FEET SOUTH OF
 JX0366'CENTER LINE OF A FARM DRIVE EAST, AND 1 FOOT ABOVE LEVEL OF
 JX0366'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0335 ***********************************************************************
 JX0335  DESIGNATION -  K 135
 JX0335  PID         -  JX0335
 JX0335  STATE/COUNTY-  WV/TYLER
 JX0335  USGS QUAD   -  SHIRLEY (1989)
 JX0335
 JX0335                         *CURRENT SURVEY CONTROL
 JX0335  ___________________________________________________________________
 JX0335* NAD 83(1986)-  39 27 33.     (N)    080 50 20.     (W)     SCALED    
 JX0335* NAVD 88     -       215.690  (meters)     707.64   (feet)  ADJUSTED  
 JX0335  ___________________________________________________________________
 JX0335  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JX0335  DYNAMIC HT  -         215.561 (meters)     707.22  (feet)  COMP
 JX0335  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 JX0335
 JX0335  VERT ORDER  -  SECOND    CLASS 0
 JX0335
 JX0335.The horizontal coordinates were scaled from a topographic map and have
 JX0335.an estimated accuracy of +/- 6 seconds.
 JX0335
 JX0335.The orthometric height was determined by differential leveling
 JX0335.and adjusted by the National Geodetic Survey in June 1991..
 JX0335
 JX0335.The geoid height was determined by GEOID03.
 JX0335
 JX0335.The dynamic height is computed by dividing the NAVD 88
 JX0335.geopotential number by the normal gravity value computed on the
 JX0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0335.degrees latitude (g = 980.6199 gals.).
 JX0335
 JX0335.The modeled gravity was interpolated from observed gravity values.
 JX0335
 JX0335;                    North         East    Units  Estimated Accuracy
 JX0335;SPC WV N     -   107,340.      484,780.      MT  (+/- 180 meters Scaled)
 JX0335
 JX0335                          SUPERSEDED SURVEY CONTROL
 JX0335
 JX0335  NGVD 29 (??/??/92)  215.853  (m)          708.18   (f) ADJ UNCH    2 0
 JX0335
 JX0335.Superseded values are not recommended for survey control.
 JX0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0335.See file dsdata.txt to determine how the superseded data were derived.
 JX0335
 JX0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND138677(NAD 83)
 JX0335_MARKER: DB = BENCH MARK DISK
 JX0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0335_SP_SET: CULVERT
 JX0335_STAMPING: K 135 1957
 JX0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0335
 JX0335  HISTORY     - Date     Condition        Report By
 JX0335  HISTORY     - 1957     MONUMENTED       CGS
 JX0335
 JX0335                          STATION DESCRIPTION
 JX0335
 JX0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0335'2.6 MI NW FROM TYLER.
 JX0335'ABOUT 2.55 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE
 JX0335'JUNCTION OF STATE HIGHWAY 23 AT TYLER, ABOUT 1.1 MILES NORTHWEST
 JX0335'OF THE ROAD JUNCTION AT BLUE, IN THE TOP OF NORTH END OF WEST
 JX0335'HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY, 14
 JX0335'FEET WEST OF CENTER LINE OF HIGHWAY, 96 FEET SOUTHWEST AND
 JX0335'ACROSS HIGHWAY FROM TELEPHONE POLE NO. 1/161, 24 FEET NORTHEAST
 JX0335'OF A POWER POLE, 2 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0429 ***********************************************************************
 JX0429  DESIGNATION -  K 137
 JX0429  PID         -  JX0429
 JX0429  STATE/COUNTY-  WV/TYLER
 JX0429  USGS QUAD   -  SHIRLEY (1989)
 JX0429
 JX0429                         *CURRENT SURVEY CONTROL
 JX0429  ___________________________________________________________________
 JX0429* NAD 83(1986)-  39 26 52.     (N)    080 48 26.     (W)     SCALED    
 JX0429* NAVD 88     -       217.582  (meters)     713.85   (feet)  ADJUSTED  
 JX0429  ___________________________________________________________________
 JX0429  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JX0429  DYNAMIC HT  -         217.453 (meters)     713.43  (feet)  COMP
 JX0429  MODELED GRAV-     980,026.5   (mgal)                       NAVD 88
 JX0429
 JX0429  VERT ORDER  -  SECOND    CLASS 0
 JX0429
 JX0429.The horizontal coordinates were scaled from a topographic map and have
 JX0429.an estimated accuracy of +/- 6 seconds.
 JX0429
 JX0429.The orthometric height was determined by differential leveling
 JX0429.and adjusted by the National Geodetic Survey in June 1991..
 JX0429
 JX0429.The geoid height was determined by GEOID03.
 JX0429
 JX0429.The dynamic height is computed by dividing the NAVD 88
 JX0429.geopotential number by the normal gravity value computed on the
 JX0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0429.degrees latitude (g = 980.6199 gals.).
 JX0429
 JX0429.The modeled gravity was interpolated from observed gravity values.
 JX0429
 JX0429;                    North         East    Units  Estimated Accuracy
 JX0429;SPC WV N     -   106,040.      487,490.      MT  (+/- 180 meters Scaled)
 JX0429
 JX0429                          SUPERSEDED SURVEY CONTROL
 JX0429
 JX0429  NGVD 29 (??/??/92)  217.745  (m)          714.39   (f) ADJ UNCH    2 0
 JX0429
 JX0429.Superseded values are not recommended for survey control.
 JX0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0429.See file dsdata.txt to determine how the superseded data were derived.
 JX0429
 JX0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND165664(NAD 83)
 JX0429_MARKER: DB = BENCH MARK DISK
 JX0429_SETTING: 66 = SET IN ROCK OUTCROP
 JX0429_SP_SET: CUT
 JX0429_STAMPING: K 137 1957
 JX0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0429+STABILITY: POSITION/ELEVATION WELL
 JX0429
 JX0429  HISTORY     - Date     Condition        Report By
 JX0429  HISTORY     - 1957     MONUMENTED       CGS
 JX0429
 JX0429                          STATION DESCRIPTION
 JX0429
 JX0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0429'1.4 MI NE FROM BLUE.
 JX0429'ABOUT 1.0 MILE EAST ALONG INDIAN CREEK ROAD FROM THE JUNCTION OF
 JX0429'STATE HIGHWAY 18 AT BLUE, THENCE ABOUT 0.35 MILE NORTHEAST ALONG
 JX0429'BIG RUN ROAD, 0.1 MILE NORTHEAST OF A CONCRETE BRIDGE OVER BIG RUN,
 JX0429'12 1/2 FEET NORTHWEST OF CENTER LINE OF ROAD, 315 FEET NORTHEAST AND
 JX0429'ACROSS ROAD FROM A PIPE LINE MARKER MARKED HNG CO, SET VERTICALLY
 JX0429'IN THE 5-FOOT HIGH AND 7-FOOT WIDE ROUNDED SOUTHEAST FACE OF A ROCK
 JX0429'PROJECTION IN A CUT BANK AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0490 ***********************************************************************
 JX0490  DESIGNATION -  K 138
 JX0490  PID         -  JX0490
 JX0490  STATE/COUNTY-  WV/MARSHALL
 JX0490  USGS QUAD   -  BUSINESSBURG (1976)
 JX0490
 JX0490                         *CURRENT SURVEY CONTROL
 JX0490  ___________________________________________________________________
 JX0490* NAD 83(1986)-  39 53 03.     (N)    080 47 17.     (W)     SCALED    
 JX0490* NAVD 88     -       195.530  (meters)     641.50   (feet)  ADJUSTED  
 JX0490  ___________________________________________________________________
 JX0490  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JX0490  DYNAMIC HT  -         195.421 (meters)     641.14  (feet)  COMP
 JX0490  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 JX0490
 JX0490  VERT ORDER  -  SECOND    CLASS 0
 JX0490
 JX0490.The horizontal coordinates were scaled from a topographic map and have
 JX0490.an estimated accuracy of +/- 6 seconds.
 JX0490
 JX0490.The orthometric height was determined by differential leveling
 JX0490.and adjusted by the National Geodetic Survey in June 1991..
 JX0490
 JX0490.The geoid height was determined by GEOID03.
 JX0490
 JX0490.The dynamic height is computed by dividing the NAVD 88
 JX0490.geopotential number by the normal gravity value computed on the
 JX0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0490.degrees latitude (g = 980.6199 gals.).
 JX0490
 JX0490.The modeled gravity was interpolated from observed gravity values.
 JX0490
 JX0490;                    North         East    Units  Estimated Accuracy
 JX0490;SPC WV N     -   154,460.      489,830.      MT  (+/- 180 meters Scaled)
 JX0490
 JX0490                          SUPERSEDED SURVEY CONTROL
 JX0490
 JX0490  NGVD 29 (??/??/92)  195.651  (m)          641.90   (f) ADJ UNCH    2 0
 JX0490
 JX0490.Superseded values are not recommended for survey control.
 JX0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0490.See file dsdata.txt to determine how the superseded data were derived.
 JX0490
 JX0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE181149(NAD 83)
 JX0490_MARKER: DB = BENCH MARK DISK
 JX0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0490_SP_SET: BRIDGE
 JX0490_STAMPING: K 138 1957
 JX0490_MARK LOGO: CGS   
 JX0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0490
 JX0490  HISTORY     - Date     Condition        Report By
 JX0490  HISTORY     - 1957     MONUMENTED       CGS
 JX0490  HISTORY     - 1983     GOOD             NGS
 JX0490
 JX0490                          STATION DESCRIPTION
 JX0490
 JX0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0490'6.4 MI N FROM WOODLANDS.
 JX0490'ABOUT 6.35 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0490'FROM THE BRIDGE OVER FISH CREEK AT WOODLANDS, NEAR MILEAGE POLE
 JX0490'NO. 16+33, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 JX0490'ABUTMENT OF A CONCRETE AND STONE RAILROAD BRIDGE OVER FISH RUN,
 JX0490'7 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL, 1 1/2 FEET NORTHEAST OF
 JX0490'SOUTHWEST END OF ABUTMENT, AT THE SOUTHEAST END OF A BOARD WALK
 JX0490'ALONG SOUTHWEST SIDE OF BRIDGE AND ABOUT 2 FEET BELOW LEVEL OF
 JX0490'TRACK.
 JX0490
 JX0490                          STATION RECOVERY (1983)
 JX0490
 JX0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0490'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0643 ***********************************************************************
 JX0643  DESIGNATION -  K 139
 JX0643  PID         -  JX0643
 JX0643  STATE/COUNTY-  WV/TYLER
 JX0643  USGS QUAD   -  PORTERS FALLS (1976)
 JX0643
 JX0643                         *CURRENT SURVEY CONTROL
 JX0643  ___________________________________________________________________
 JX0643* NAD 83(1986)-  39 32 02.     (N)    080 52 04.     (W)     SCALED    
 JX0643* NAVD 88     -       217.461  (meters)     713.45   (feet)  ADJUSTED  
 JX0643  ___________________________________________________________________
 JX0643  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JX0643  DYNAMIC HT  -         217.334 (meters)     713.04  (feet)  COMP
 JX0643  MODELED GRAV-     980,035.9   (mgal)                       NAVD 88
 JX0643
 JX0643  VERT ORDER  -  SECOND    CLASS 0
 JX0643
 JX0643.The horizontal coordinates were scaled from a topographic map and have
 JX0643.an estimated accuracy of +/- 6 seconds.
 JX0643
 JX0643.The orthometric height was determined by differential leveling
 JX0643.and adjusted by the National Geodetic Survey in June 1991..
 JX0643
 JX0643.The geoid height was determined by GEOID03.
 JX0643
 JX0643.The dynamic height is computed by dividing the NAVD 88
 JX0643.geopotential number by the normal gravity value computed on the
 JX0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0643.degrees latitude (g = 980.6199 gals.).
 JX0643
 JX0643.The modeled gravity was interpolated from observed gravity values.
 JX0643
 JX0643;                    North         East    Units  Estimated Accuracy
 JX0643;SPC WV N     -   115,670.      482,420.      MT  (+/- 180 meters Scaled)
 JX0643
 JX0643                          SUPERSEDED SURVEY CONTROL
 JX0643
 JX0643  NGVD 29 (??/??/92)  217.624  (m)          713.99   (f) ADJ UNCH    2 0
 JX0643
 JX0643.Superseded values are not recommended for survey control.
 JX0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0643.See file dsdata.txt to determine how the superseded data were derived.
 JX0643
 JX0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND113760(NAD 83)
 JX0643_MARKER: DB = BENCH MARK DISK
 JX0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0643_STAMPING: K 139 1957
 JX0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0643+STABILITY: SURFACE MOTION
 JX0643
 JX0643  HISTORY     - Date     Condition        Report By
 JX0643  HISTORY     - 1957     MONUMENTED       CGS
 JX0643
 JX0643                          STATION DESCRIPTION
 JX0643
 JX0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0643'1.6 MI E FROM KIDWELL.
 JX0643'ABOUT 1.55 MILES EAST ALONG ELK CREEK ROAD FROM THE CHURCH AND
 JX0643'CEMETERY AT KIDWELL, ABOUT 0.8 MILE WEST OF ELK CREEK CHURCH OF
 JX0643'CHRIST, ON THE OUTSIDE AND AT THE SOUTHEAST AND OF A CURVE WITH
 JX0643'TANGENTS EXTENDING WEST AND SOUTHEAST, IN A CLEARING AND ABOUT 50
 JX0643'YARDS SOUTHEAST OF EDGE OF WOODS, 16 FEET NORTHEAST OF CENTER LINE
 JX0643'OF ROAD, 114 1/2 FEET NORTHWEST OF NORTHEAST END OF A 36-INCH
 JX0643'PIPE CULVERT, 13 FEET EAST OF THE NORTHEAST END OF A 36-INCH PIPE
 JX0643'CULVERT, 13 FEET EAST OF THE NORTHEAST END OF A 14-INCH PIPE
 JX0643'CULVERT, 2 FEET NORTHWEST OF A CONCRETE WITNESS POST, ABOUT LEVEL
 JX0643'WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1846 ***********************************************************************
 HX1846  DESIGNATION -  K 14
 HX1846  PID         -  HX1846
 HX1846  STATE/COUNTY-  WV/FAYETTE
 HX1846  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1846
 HX1846                         *CURRENT SURVEY CONTROL
 HX1846  ___________________________________________________________________
 HX1846* NAD 83(1986)-  38 11 37.     (N)    081 11 04.     (W)     SCALED    
 HX1846* NAVD 88     -       210.441  (meters)     690.42   (feet)  ADJUSTED  
 HX1846  ___________________________________________________________________
 HX1846  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX1846  DYNAMIC HT  -         210.291 (meters)     689.93  (feet)  COMP
 HX1846  MODELED GRAV-     979,913.3   (mgal)                       NAVD 88
 HX1846
 HX1846  VERT ORDER  -  SECOND    CLASS 0
 HX1846
 HX1846.The horizontal coordinates were scaled from a topographic map and have
 HX1846.an estimated accuracy of +/- 6 seconds.
 HX1846
 HX1846.The orthometric height was determined by differential leveling
 HX1846.and adjusted by the National Geodetic Survey in June 1991..
 HX1846
 HX1846.The geoid height was determined by GEOID03.
 HX1846
 HX1846.The dynamic height is computed by dividing the NAVD 88
 HX1846.geopotential number by the normal gravity value computed on the
 HX1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1846.degrees latitude (g = 980.6199 gals.).
 HX1846
 HX1846.The modeled gravity was interpolated from observed gravity values.
 HX1846
 HX1846;                    North         East    Units  Estimated Accuracy
 HX1846;SPC WV S     -   132,490.      583,840.      MT  (+/- 180 meters Scaled)
 HX1846
 HX1846                          SUPERSEDED SURVEY CONTROL
 HX1846
 HX1846  NGVD 29 (??/??/92)  210.629  (m)          691.04   (f) ADJ UNCH    2 0
 HX1846
 HX1846.Superseded values are not recommended for survey control.
 HX1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1846.See file dsdata.txt to determine how the superseded data were derived.
 HX1846
 HX1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC838273(NAD 83)
 HX1846_MARKER: DB = BENCH MARK DISK
 HX1846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1846_SP_SET: TIPPLE FOUNDATION
 HX1846_STAMPING: K 14 1934
 HX1846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1846
 HX1846  HISTORY     - Date     Condition        Report By
 HX1846  HISTORY     - 1934     MONUMENTED       CGS
 HX1846  HISTORY     - 1961     GOOD             NGS
 HX1846
 HX1846                          STATION DESCRIPTION
 HX1846
 HX1846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1846'2.5 MI N FROM GAULEY BRIDGE.
 HX1846'ABOUT 2.5 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1846'FROM THE JUNCTION OF THE NEW YORK CENTRAL RAILROAD (K AND M
 HX1846'JUNCTION), AT GAMOCA, 10 1/2 RAILS NORTHEAST OF MILEPOST NO. 4,
 HX1846'50 YARDS NORTHEAST OF A FOOTBRIDGE OVER THE GAULEY RIVER, SET
 HX1846'VERTICALLY IN THE NORTHWEST FACE OF A CONCRETE WALL THAT WAS
 HX1846'ONCE THE FOUNDATION FOR A COAL TIPPLE, 9 FEET SOUTHEAST OF THE
 HX1846'SOUTHEAST RAIL, 19 FEET NORTHEAST OF THE SOUTHEAST END OF THE
 HX1846'WALL, 4 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 3 FEET ABOVE
 HX1846'THE LEVEL OF THE TRACK.  NOTE-- THIS MARK MAY BE REACHED BY GOING
 HX1846'3.2 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 HX1846'ITS OVERPASS OVER STATE HIGHWAY 39 AT BELVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0594 ***********************************************************************
 JX0594  DESIGNATION -  K 140
 JX0594  PID         -  JX0594
 JX0594  STATE/COUNTY-  WV/TYLER
 JX0594  USGS QUAD   -  PADEN CITY (1994)
 JX0594
 JX0594                         *CURRENT SURVEY CONTROL
 JX0594  ___________________________________________________________________
 JX0594* NAD 83(1986)-  39 30 12.     (N)    080 54 09.     (W)     SCALED    
 JX0594* NAVD 88     -       210.396  (meters)     690.27   (feet)  ADJUSTED  
 JX0594  ___________________________________________________________________
 JX0594  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JX0594  DYNAMIC HT  -         210.272 (meters)     689.87  (feet)  COMP
 JX0594  MODELED GRAV-     980,031.8   (mgal)                       NAVD 88
 JX0594
 JX0594  VERT ORDER  -  SECOND    CLASS 0
 JX0594
 JX0594.The horizontal coordinates were scaled from a topographic map and have
 JX0594.an estimated accuracy of +/- 6 seconds.
 JX0594
 JX0594.The orthometric height was determined by differential leveling
 JX0594.and adjusted by the National Geodetic Survey in June 1991..
 JX0594
 JX0594.The geoid height was determined by GEOID03.
 JX0594
 JX0594.The dynamic height is computed by dividing the NAVD 88
 JX0594.geopotential number by the normal gravity value computed on the
 JX0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0594.degrees latitude (g = 980.6199 gals.).
 JX0594
 JX0594.The modeled gravity was interpolated from observed gravity values.
 JX0594
 JX0594;                    North         East    Units  Estimated Accuracy
 JX0594;SPC WV N     -   112,330.      479,380.      MT  (+/- 180 meters Scaled)
 JX0594
 JX0594                          SUPERSEDED SURVEY CONTROL
 JX0594
 JX0594  NGVD 29 (??/??/92)  210.560  (m)          690.81   (f) ADJ UNCH    2 0
 JX0594
 JX0594.Superseded values are not recommended for survey control.
 JX0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0594.See file dsdata.txt to determine how the superseded data were derived.
 JX0594
 JX0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND083726(NAD 83)
 JX0594_MARKER: DB = BENCH MARK DISK
 JX0594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0594_SP_SET: BRIDGE
 JX0594_STAMPING: K 140 1957
 JX0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0594
 JX0594  HISTORY     - Date     Condition        Report By
 JX0594  HISTORY     - 1957     MONUMENTED       CGS
 JX0594  HISTORY     - 1983     GOOD             NGS
 JX0594
 JX0594                          STATION DESCRIPTION
 JX0594
 JX0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0594'0.8 MI NW FROM MIDDLEBOURNE.
 JX0594'ABOUT 0.85 MILE NORTHWEST ALONG STATE HIGHWAY 18 FROM THE COURT
 JX0594'HOUSE AT MIDDLEBOURNE, IN THE TOP OF THE NORTHWEST END OF
 JX0594'SOUTHWEST ABUTMENT OF A 175-FOOT BRIDGE OVER POINT PLEASANT CREEK,
 JX0594'18 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, AND 1 FOOT ABOVE
 JX0594'LEVEL OF HIGHWAY.
 JX0594
 JX0594                          STATION RECOVERY (1983)
 JX0594
 JX0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0306 ***********************************************************************
 JX0306  DESIGNATION -  K 141
 JX0306  PID         -  JX0306
 JX0306  STATE/COUNTY-  WV/TYLER
 JX0306  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0306
 JX0306                         *CURRENT SURVEY CONTROL
 JX0306  ___________________________________________________________________
 JX0306* NAD 83(1986)-  39 22 57.     (N)    080 56 53.     (W)     SCALED    
 JX0306* NAVD 88     -       279.505  (meters)     917.01   (feet)  ADJUSTED  
 JX0306  ___________________________________________________________________
 JX0306  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX0306  DYNAMIC HT  -         279.335 (meters)     916.45  (feet)  COMP
 JX0306  MODELED GRAV-     980,009.8   (mgal)                       NAVD 88
 JX0306
 JX0306  VERT ORDER  -  SECOND    CLASS 0
 JX0306
 JX0306.The horizontal coordinates were scaled from a topographic map and have
 JX0306.an estimated accuracy of +/- 6 seconds.
 JX0306
 JX0306.The orthometric height was determined by differential leveling
 JX0306.and adjusted by the National Geodetic Survey in June 1991..
 JX0306
 JX0306.The geoid height was determined by GEOID03.
 JX0306
 JX0306.The dynamic height is computed by dividing the NAVD 88
 JX0306.geopotential number by the normal gravity value computed on the
 JX0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0306.degrees latitude (g = 980.6199 gals.).
 JX0306
 JX0306.The modeled gravity was interpolated from observed gravity values.
 JX0306
 JX0306;                    North         East    Units  Estimated Accuracy
 JX0306;SPC WV N     -    98,980.      475,250.      MT  (+/- 180 meters Scaled)
 JX0306
 JX0306                          SUPERSEDED SURVEY CONTROL
 JX0306
 JX0306  NGVD 29 (??/??/92)  279.675  (m)          917.57   (f) ADJ UNCH    2 0
 JX0306
 JX0306.Superseded values are not recommended for survey control.
 JX0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0306.See file dsdata.txt to determine how the superseded data were derived.
 JX0306
 JX0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND044592(NAD 83)
 JX0306_MARKER: DB = BENCH MARK DISK
 JX0306_SETTING: 66 = SET IN ROCK OUTCROP
 JX0306_SP_SET: LEDGE
 JX0306_STAMPING: K 141 1957
 JX0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0306+STABILITY: POSITION/ELEVATION WELL
 JX0306
 JX0306  HISTORY     - Date     Condition        Report By
 JX0306  HISTORY     - 1957     MONUMENTED       CGS
 JX0306
 JX0306                          STATION DESCRIPTION
 JX0306
 JX0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0306'4.3 MI SE FROM WICK.
 JX0306'ABOUT 3.7 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE
 JX0306'POST OFFICE AT WICK TO A POINT ABOUT 0.2 MILE SOUTHEAST OF
 JX0306'MC KIM, THENCE ABOUT 0.6 MILE EAST AND NORTHEAST ALONG A DIRT
 JX0306'ROAD, ABOUT 0.5 MILE WEST OF THE RITCHIE-TYLER COUNTY LINE, SET
 JX0306'IN THE TOP OF OUTCROPPING ROCK LEDGE ABOUT 4 BY 3 FEET, 27 FEET
 JX0306'NORTH OF CENTER LINE OF ROAD AT A POINT ROAD FOLLOWS CREEK BED,
 JX0306'40 FEET NORTHEAST OF CENTER LINE OF ROAD AT A POINT CREEK TURNS
 JX0306'SOUTHWEST AWAY FROM ROAD, 23 FEET WEST OF CENTER OF A DRY WASH,
 JX0306'1/2 FEET NORTH AND ABOVE A 12-INCH TRIANGLE CHISELED IN FACE OF
 JX0306'LEDGE AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK IS
 JX0306'REACHED FROM MOUNTAIN, RITCHIE COUNTY, BY GOING ABOUT 0.4 MILE
 JX0306'NORTH ALONG STATE HIGHWAY 74 FROM UNION CHAPEL, THENCE 0.45 MILE
 JX0306'NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 2.55 MILES NORTHWEST
 JX0306'ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0348 ***********************************************************************
 JX0348  DESIGNATION -  K 142
 JX0348  PID         -  JX0348
 JX0348  STATE/COUNTY-  WV/DODDRIDGE
 JX0348  USGS QUAD   -  WEST UNION (1987)
 JX0348
 JX0348                         *CURRENT SURVEY CONTROL
 JX0348  ___________________________________________________________________
 JX0348* NAD 83(1986)-  39 20 56.     (N)    080 48 45.     (W)     SCALED    
 JX0348* NAVD 88     -       227.998  (meters)     748.02   (feet)  ADJUSTED  
 JX0348  ___________________________________________________________________
 JX0348  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JX0348  DYNAMIC HT  -         227.858 (meters)     747.56  (feet)  COMP
 JX0348  MODELED GRAV-     980,005.6   (mgal)                       NAVD 88
 JX0348
 JX0348  VERT ORDER  -  SECOND    CLASS 0
 JX0348
 JX0348.The horizontal coordinates were scaled from a topographic map and have
 JX0348.an estimated accuracy of +/- 6 seconds.
 JX0348
 JX0348.The orthometric height was determined by differential leveling
 JX0348.and adjusted by the National Geodetic Survey in June 1991..
 JX0348
 JX0348.The geoid height was determined by GEOID03.
 JX0348
 JX0348.The dynamic height is computed by dividing the NAVD 88
 JX0348.geopotential number by the normal gravity value computed on the
 JX0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0348.degrees latitude (g = 980.6199 gals.).
 JX0348
 JX0348.The modeled gravity was interpolated from observed gravity values.
 JX0348
 JX0348;                    North         East    Units  Estimated Accuracy
 JX0348;SPC WV N     -    95,070.      486,870.      MT  (+/- 180 meters Scaled)
 JX0348
 JX0348                          SUPERSEDED SURVEY CONTROL
 JX0348
 JX0348  NGVD 29 (??/??/92)  228.162  (m)          748.56   (f) ADJ UNCH    2 0
 JX0348
 JX0348.Superseded values are not recommended for survey control.
 JX0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0348.See file dsdata.txt to determine how the superseded data were derived.
 JX0348
 JX0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND161555(NAD 83)
 JX0348_MARKER: DB = BENCH MARK DISK
 JX0348_SETTING: 66 = SET IN ROCK OUTCROP
 JX0348_SP_SET: CUT
 JX0348_STAMPING: K 142 1957
 JX0348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0348+STABILITY: POSITION/ELEVATION WELL
 JX0348
 JX0348  HISTORY     - Date     Condition        Report By
 JX0348  HISTORY     - 1957     MONUMENTED       CGS
 JX0348
 JX0348                          STATION DESCRIPTION
 JX0348
 JX0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0348'7.2 MI NW FROM WEST UNION.
 JX0348'ABOUT 7.15 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE
 JX0348'JUNCTION OF U.S. HIGHWAY 50 AT WEST UNION, ABOUT 0.25 MILE
 JX0348'SOUTHEAST OF THE TYLER-DODDRIDGE COUNTY LINE, SET VERTICALLY
 JX0348'IN FACE OF A ROCK CUT, 33 FEET NORTHEAST OF CENTER LINE OF
 JX0348'HIGHWAY, 36 FEET NORTHWEST OF NORTHWEST END OF CONCRETE HEAD
 JX0348'WALL OF AN 18-INCH PIPE CULVERT UNDER HIGHWAY, 37 FEET NORTHWEST
 JX0348'OF SOUTHEAST END OF CUT AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0243 ***********************************************************************
 GY0243  DESIGNATION -  K 143
 GY0243  PID         -  GY0243
 GY0243  STATE/COUNTY-  WV/MINGO
 GY0243  USGS QUAD   -  MYRTLE (1976)
 GY0243
 GY0243                         *CURRENT SURVEY CONTROL
 GY0243  ___________________________________________________________________
 GY0243* NAD 83(1986)-  37 46 08.     (N)    082 11 32.     (W)     SCALED    
 GY0243* NAVD 88     -       215.064  (meters)     705.59   (feet)  ADJUSTED  
 GY0243  ___________________________________________________________________
 GY0243  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GY0243  DYNAMIC HT  -         214.905 (meters)     705.07  (feet)  COMP
 GY0243  MODELED GRAV-     979,888.9   (mgal)                       NAVD 88
 GY0243
 GY0243  VERT ORDER  -  SECOND    CLASS 0
 GY0243
 GY0243.The horizontal coordinates were scaled from a topographic map and have
 GY0243.an estimated accuracy of +/- 6 seconds.
 GY0243
 GY0243.The orthometric height was determined by differential leveling
 GY0243.and adjusted by the National Geodetic Survey in June 1991..
 GY0243
 GY0243.The geoid height was determined by GEOID03.
 GY0243
 GY0243.The dynamic height is computed by dividing the NAVD 88
 GY0243.geopotential number by the normal gravity value computed on the
 GY0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0243.degrees latitude (g = 980.6199 gals.).
 GY0243
 GY0243.The modeled gravity was interpolated from observed gravity values.
 GY0243
 GY0243;                    North         East    Units  Estimated Accuracy
 GY0243;SPC WV S     -    86,010.      494,960.      MT  (+/- 180 meters Scaled)
 GY0243
 GY0243                          SUPERSEDED SURVEY CONTROL
 GY0243
 GY0243  NGVD 29 (??/??/92)  215.286  (m)          706.32   (f) ADJ UNCH    2 0
 GY0243
 GY0243.Superseded values are not recommended for survey control.
 GY0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0243.See file dsdata.txt to determine how the superseded data were derived.
 GY0243
 GY0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB949808(NAD 83)
 GY0243_MARKER: DB = BENCH MARK DISK
 GY0243_SETTING: 66 = SET IN ROCK OUTCROP
 GY0243_SP_SET: ROCK CUT
 GY0243_STAMPING: K 143 1957
 GY0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0243+STABILITY: POSITION/ELEVATION WELL
 GY0243
 GY0243  HISTORY     - Date     Condition        Report By
 GY0243  HISTORY     - 1957     MONUMENTED       CGS
 GY0243  HISTORY     - 1970     GOOD             NGS
 GY0243
 GY0243                          STATION DESCRIPTION
 GY0243
 GY0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0243'3 MI E FROM BELO.
 GY0243'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 65 FROM THE JUNCTION OF
 GY0243'STATE HIGHWAY 65 S AT BELO, AT MYRTLE, ABOUT 0.1 MILE SOUTHWEST
 GY0243'OF THE POST OFFICE AND LEE DEMPSEYS STORE, SET VERTICALLY IN FACE
 GY0243'OF A ROCK CUT, 31 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 12
 GY0243'FEET NORTHEAST OF NORTHEAST EDGE OF OVERHANG OF ROCK CUT, 6 FEET
 GY0243'SOUTHWEST OF NORTHEAST END OF CUT AND 4 1/2 FEET ABOVE LEVEL OF
 GY0243'HIGHWAY.
 GY0243
 GY0243                          STATION RECOVERY (1970)
 GY0243
 GY0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GY0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0228 ***********************************************************************
 GY0228  DESIGNATION -  K 144
 GY0228  PID         -  GY0228
 GY0228  STATE/COUNTY-  WV/LOGAN
 GY0228  USGS QUAD   -  HOLDEN (1989)
 GY0228
 GY0228                         *CURRENT SURVEY CONTROL
 GY0228  ___________________________________________________________________
 GY0228* NAD 83(1986)-  37 50 09.     (N)    082 01 42.     (W)     SCALED    
 GY0228* NAVD 88     -       209.094  (meters)     686.00   (feet)  ADJUSTED  
 GY0228  ___________________________________________________________________
 GY0228  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GY0228  DYNAMIC HT  -         208.942 (meters)     685.50  (feet)  COMP
 GY0228  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 GY0228
 GY0228  VERT ORDER  -  SECOND    CLASS 0
 GY0228
 GY0228.The horizontal coordinates were scaled from a topographic map and have
 GY0228.an estimated accuracy of +/- 6 seconds.
 GY0228
 GY0228.The orthometric height was determined by differential leveling
 GY0228.and adjusted by the National Geodetic Survey in June 1991..
 GY0228
 GY0228.The geoid height was determined by GEOID03.
 GY0228
 GY0228.The dynamic height is computed by dividing the NAVD 88
 GY0228.geopotential number by the normal gravity value computed on the
 GY0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0228.degrees latitude (g = 980.6199 gals.).
 GY0228
 GY0228.The modeled gravity was interpolated from observed gravity values.
 GY0228
 GY0228;                    North         East    Units  Estimated Accuracy
 GY0228;SPC WV S     -    93,270.      509,490.      MT  (+/- 180 meters Scaled)
 GY0228
 GY0228                          SUPERSEDED SURVEY CONTROL
 GY0228
 GY0228  NGVD 29 (??/??/92)  209.314  (m)          686.72   (f) ADJ UNCH    2 0
 GY0228
 GY0228.Superseded values are not recommended for survey control.
 GY0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0228.See file dsdata.txt to determine how the superseded data were derived.
 GY0228
 GY0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB095880(NAD 83)
 GY0228_MARKER: DB = BENCH MARK DISK
 GY0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0228_SP_SET: BRIDGE
 GY0228_STAMPING: K 144 1957
 GY0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0228
 GY0228  HISTORY     - Date     Condition        Report By
 GY0228  HISTORY     - 1957     MONUMENTED       CGS
 GY0228
 GY0228                          STATION DESCRIPTION
 GY0228
 GY0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0228'1.1 MI W FROM MT GAY.
 GY0228'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 65 FROM THE BRIDGE OVER
 GY0228'TRACE FORK AT MT. GAY, IN THE TOP OF SOUTHWEST END OF SOUTHEAST
 GY0228'CONCRETE ABUTMENT OF HIGHWAY BRIDGE OVER TRACE FORK, 18 1/2 FEET
 GY0228'SOUTH OF CENTER LINE OF HIGHWAY, 102 FEET NORTHWEST OF NORTHWEST
 GY0228'CORNER OF VALLEY VIEW ISLAND CREEK STORE, AND 1 FOOT ABOVE LEVEL
 GY0228'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0200 ***********************************************************************
 GY0200  DESIGNATION -  K 145
 GY0200  PID         -  GY0200
 GY0200  STATE/COUNTY-  WV/MINGO
 GY0200  USGS QUAD   -  TRACE (1976)
 GY0200
 GY0200                         *CURRENT SURVEY CONTROL
 GY0200  ___________________________________________________________________
 GY0200* NAD 83(1986)-  37 52 32.     (N)    082 07 45.     (W)     SCALED    
 GY0200* NAVD 88     -       460.799  (meters)    1511.80   (feet)  ADJUSTED  
 GY0200  ___________________________________________________________________
 GY0200  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GY0200  DYNAMIC HT  -         460.461 (meters)    1510.70  (feet)  COMP
 GY0200  MODELED GRAV-     979,882.1   (mgal)                       NAVD 88
 GY0200
 GY0200  VERT ORDER  -  SECOND    CLASS 0
 GY0200
 GY0200.The horizontal coordinates were scaled from a topographic map and have
 GY0200.an estimated accuracy of +/- 6 seconds.
 GY0200
 GY0200.The orthometric height was determined by differential leveling
 GY0200.and adjusted by the National Geodetic Survey in June 1991..
 GY0200
 GY0200.The geoid height was determined by GEOID03.
 GY0200
 GY0200.The dynamic height is computed by dividing the NAVD 88
 GY0200.geopotential number by the normal gravity value computed on the
 GY0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0200.degrees latitude (g = 980.6199 gals.).
 GY0200
 GY0200.The modeled gravity was interpolated from observed gravity values.
 GY0200
 GY0200;                    North         East    Units  Estimated Accuracy
 GY0200;SPC WV S     -    97,780.      500,660.      MT  (+/- 180 meters Scaled)
 GY0200
 GY0200                          SUPERSEDED SURVEY CONTROL
 GY0200
 GY0200  NGVD 29 (??/??/92)  461.016  (m)         1512.52   (f) ADJ UNCH    2 0
 GY0200
 GY0200.Superseded values are not recommended for survey control.
 GY0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0200.See file dsdata.txt to determine how the superseded data were derived.
 GY0200
 GY0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB006926(NAD 83)
 GY0200_MARKER: DB = BENCH MARK DISK
 GY0200_SETTING: 66 = SET IN ROCK OUTCROP
 GY0200_SP_SET: ROCK CUT
 GY0200_STAMPING: K 145 1957
 GY0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0200+STABILITY: POSITION/ELEVATION WELL
 GY0200
 GY0200  HISTORY     - Date     Condition        Report By
 GY0200  HISTORY     - 1957     MONUMENTED       CGS
 GY0200
 GY0200                          STATION DESCRIPTION
 GY0200
 GY0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0200'4 MI E FROM DINGESS.
 GY0200'ABOUT 4.0 MILES EAST ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 GY0200'DINGESS, ABOUT 0.2 MILE WEST OF THE TOP OF A GRADE AND THE
 GY0200'MINGO-LOGAN COUNTY LINE, SET VERTICALLY IN THE WEST FACE OF A
 GY0200'ROCK CUT, 19 FEET EAST OF CENTER LINE OF ROAD, 75 FEET SOUTH OF
 GY0200'NORTH END OF CUT AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0973 ***********************************************************************
 HY0973  DESIGNATION -  K 146
 HY0973  PID         -  HY0973
 HY0973  STATE/COUNTY-  WV/WAYNE
 HY0973  USGS QUAD   -  PRICHARD (1989)
 HY0973
 HY0973                         *CURRENT SURVEY CONTROL
 HY0973  ___________________________________________________________________
 HY0973* NAD 83(1986)-  38 09 40.     (N)    082 30 47.     (W)     SCALED    
 HY0973* NAVD 88     -       202.536  (meters)     664.49   (feet)  ADJUSTED  
 HY0973  ___________________________________________________________________
 HY0973  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HY0973  DYNAMIC HT  -         202.395 (meters)     664.02  (feet)  COMP
 HY0973  MODELED GRAV-     979,926.4   (mgal)                       NAVD 88
 HY0973
 HY0973  VERT ORDER  -  SECOND    CLASS 0
 HY0973
 HY0973.The horizontal coordinates were scaled from a topographic map and have
 HY0973.an estimated accuracy of +/- 6 seconds.
 HY0973
 HY0973.The orthometric height was determined by differential leveling
 HY0973.and adjusted by the National Geodetic Survey in June 1991..
 HY0973
 HY0973.The geoid height was determined by GEOID03.
 HY0973
 HY0973.The dynamic height is computed by dividing the NAVD 88
 HY0973.geopotential number by the normal gravity value computed on the
 HY0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0973.degrees latitude (g = 980.6199 gals.).
 HY0973
 HY0973.The modeled gravity was interpolated from observed gravity values.
 HY0973
 HY0973;                    North         East    Units  Estimated Accuracy
 HY0973;SPC WV S     -   129,950.      467,410.      MT  (+/- 180 meters Scaled)
 HY0973
 HY0973                          SUPERSEDED SURVEY CONTROL
 HY0973
 HY0973  NGVD 29 (??/??/92)  202.752  (m)          665.20   (f) ADJ UNCH    2 0
 HY0973
 HY0973.Superseded values are not recommended for survey control.
 HY0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0973.See file dsdata.txt to determine how the superseded data were derived.
 HY0973
 HY0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC674247(NAD 83)
 HY0973_MARKER: DB = BENCH MARK DISK
 HY0973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0973_SP_SET: BRIDGE
 HY0973_STAMPING: K 146 1957
 HY0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0973
 HY0973  HISTORY     - Date     Condition        Report By
 HY0973  HISTORY     - 1957     MONUMENTED       CGS
 HY0973
 HY0973                          STATION DESCRIPTION
 HY0973
 HY0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0973'7.6 MI NE FROM FORT GAY.
 HY0973'ABOUT 7.55 MILES NORTHEAST ALONG STATE HIGHWAY 37 FROM THE SCHOOL
 HY0973'AT FORT GAY, AT THE JUNCTION OF A PRIVATE ROAD NORTHWEST TO
 HY0973'SILVER BELL FARM, IN THE TOP OF THE WING WALL AT EAST CORNER
 HY0973'OF A 15-FOOT CONCRETE BRIDGE, 13 FEET SOUTHEAST OF CENTER LINE
 HY0973'OF HIGHWAY, 45 FEET SOUTHWEST OF CENTER LINE OF PRIVATE ROAD,
 HY0973'AND 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0675 ***********************************************************************
 HY0675  DESIGNATION -  K 147
 HY0675  PID         -  HY0675
 HY0675  STATE/COUNTY-  WV/WAYNE
 HY0675  USGS QUAD   -  KIAHSVILLE (1975)
 HY0675
 HY0675                         *CURRENT SURVEY CONTROL
 HY0675  ___________________________________________________________________
 HY0675* NAD 83(1986)-  38 06 34.     (N)    082 21 01.     (W)     SCALED    
 HY0675* NAVD 88     -       201.146  (meters)     659.93   (feet)  ADJUSTED  
 HY0675  ___________________________________________________________________
 HY0675  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HY0675  DYNAMIC HT  -         201.002 (meters)     659.45  (feet)  COMP
 HY0675  MODELED GRAV-     979,906.5   (mgal)                       NAVD 88
 HY0675
 HY0675  VERT ORDER  -  SECOND    CLASS 0
 HY0675
 HY0675.The horizontal coordinates were scaled from a topographic map and have
 HY0675.an estimated accuracy of +/- 6 seconds.
 HY0675
 HY0675.The orthometric height was determined by differential leveling
 HY0675.and adjusted by the National Geodetic Survey in June 1991..
 HY0675
 HY0675.The geoid height was determined by GEOID03.
 HY0675
 HY0675.The dynamic height is computed by dividing the NAVD 88
 HY0675.geopotential number by the normal gravity value computed on the
 HY0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0675.degrees latitude (g = 980.6199 gals.).
 HY0675
 HY0675.The modeled gravity was interpolated from observed gravity values.
 HY0675
 HY0675;                    North         East    Units  Estimated Accuracy
 HY0675;SPC WV S     -   124,000.      481,590.      MT  (+/- 180 meters Scaled)
 HY0675
 HY0675                          SUPERSEDED SURVEY CONTROL
 HY0675
 HY0675  NGVD 29 (??/??/92)  201.358  (m)          660.62   (f) ADJ UNCH    2 0
 HY0675
 HY0675.Superseded values are not recommended for survey control.
 HY0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0675.See file dsdata.txt to determine how the superseded data were derived.
 HY0675
 HY0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC816188(NAD 83)
 HY0675_MARKER: DB = BENCH MARK DISK
 HY0675_SETTING: 66 = SET IN ROCK OUTCROP
 HY0675_SP_SET: ROCK OUTCROP
 HY0675_STAMPING: K 147 1957
 HY0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0675+STABILITY: POSITION/ELEVATION WELL
 HY0675
 HY0675  HISTORY     - Date     Condition        Report By
 HY0675  HISTORY     - 1957     MONUMENTED       CGS
 HY0675
 HY0675                          STATION DESCRIPTION
 HY0675
 HY0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0675'3.6 MI SE FROM STILTNER.
 HY0675'ABOUT 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE BRIDGE
 HY0675'OVER EAST FORK OF TWELVEPOLE CREEK AT STILTNER, NEAR THE SOUTH
 HY0675'CORNER OF THE YARD AT A 1-STORY WHITE HOUSE WITH STONE PORCH
 HY0675'(HOUSE NO. 4242), IN THE TOP OF A ROCK OUTCROP, 42 FEET NORTHEAST
 HY0675'OF CENTER LINE OF HIGHWAY, 37 FEET SOUTH OF SOUTH CORNER OF
 HY0675'HOUSE AND ABOUT 20 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2155 ***********************************************************************
 HY2155  DESIGNATION -  K 148 RESET 1977
 HY2155  PID         -  HY2155
 HY2155  STATE/COUNTY-  WV/WAYNE
 HY2155  USGS QUAD   -  NESTLOW (1975)
 HY2155
 HY2155                         *CURRENT SURVEY CONTROL
 HY2155  ___________________________________________________________________
 HY2155* NAD 83(1986)-  38 09 43.     (N)    082 21 52.     (W)     SCALED    
 HY2155* NAVD 88     -       192.33   (+/-2cm)     631.0    (feet)  VERTCON   
 HY2155  ___________________________________________________________________
 HY2155  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HY2155
 HY2155  VERT ORDER  -  THIRD (See Below)
 HY2155
 HY2155.The horizontal coordinates were scaled from a topographic map and have
 HY2155.an estimated accuracy of +/- 6 seconds.
 HY2155
 HY2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2155.The vertical order pertains to the NGVD 29 superseded value.
 HY2155
 HY2155.The geoid height was determined by GEOID03.
 HY2155
 HY2155;                    North         East    Units  Estimated Accuracy
 HY2155;SPC WV S     -   129,840.      480,440.      MT  (+/- 180 meters Scaled)
 HY2155
 HY2155                          SUPERSEDED SURVEY CONTROL
 HY2155
 HY2155  NGVD 29 (09/25/03)  192.54   (m)          631.7    (f) RESET       3  
 HY2155
 HY2155.Superseded values are not recommended for survey control.
 HY2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2155.See file dsdata.txt to determine how the superseded data were derived.
 HY2155
 HY2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC804246(NAD 83)
 HY2155_MARKER: DB = BENCH MARK DISK
 HY2155_SETTING: 66 = SET IN ROCK OUTCROP
 HY2155_SP_SET: SET IN ROCK OUTCROP
 HY2155_STAMPING: K 148 RESET 1977
 HY2155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2155+STABILITY: POSITION/ELEVATION WELL
 HY2155
 HY2155  HISTORY     - Date     Condition        Report By
 HY2155  HISTORY     - 1977     MONUMENTED       NGS
 HY2155
 HY2155                          STATION DESCRIPTION
 HY2155
 HY2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 HY2155'1.0 MI NE FROM EAST LYNN.
 HY2155'1.0 MILE NORTHEAST ALONG COUNTY ROUTE 28 FROM THE EAST LYNN
 HY2155'SUPER MARKET, 200 FEET WEST OF THE FORK OF CAMP CREEK ROAD, 50
 HY2155'FEET WEST OF THE BRIDGE OVER THE LEFT FORK OF CAMP CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0718 ***********************************************************************
 HY0718  DESIGNATION -  K 149
 HY0718  PID         -  HY0718
 HY0718  STATE/COUNTY-  WV/WAYNE
 HY0718  USGS QUAD   -  RADNOR (1989)
 HY0718
 HY0718                         *CURRENT SURVEY CONTROL
 HY0718  ___________________________________________________________________
 HY0718* NAD 83(1986)-  38 04 51.     (N)    082 27 32.     (W)     SCALED    
 HY0718* NAVD 88     -       215.403  (meters)     706.70   (feet)  ADJUSTED  
 HY0718  ___________________________________________________________________
 HY0718  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HY0718  DYNAMIC HT  -         215.250 (meters)     706.20  (feet)  COMP
 HY0718  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 HY0718
 HY0718  VERT ORDER  -  SECOND    CLASS 0
 HY0718
 HY0718.The horizontal coordinates were scaled from a topographic map and have
 HY0718.an estimated accuracy of +/- 6 seconds.
 HY0718
 HY0718.The orthometric height was determined by differential leveling
 HY0718.and adjusted by the National Geodetic Survey in June 1991..
 HY0718
 HY0718.The geoid height was determined by GEOID03.
 HY0718
 HY0718.The dynamic height is computed by dividing the NAVD 88
 HY0718.geopotential number by the normal gravity value computed on the
 HY0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0718.degrees latitude (g = 980.6199 gals.).
 HY0718
 HY0718.The modeled gravity was interpolated from observed gravity values.
 HY0718
 HY0718;                    North         East    Units  Estimated Accuracy
 HY0718;SPC WV S     -   120,970.      472,020.      MT  (+/- 180 meters Scaled)
 HY0718
 HY0718                          SUPERSEDED SURVEY CONTROL
 HY0718
 HY0718  NGVD 29 (??/??/92)  215.616  (m)          707.40   (f) ADJ UNCH    2 0
 HY0718
 HY0718.Superseded values are not recommended for survey control.
 HY0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0718.See file dsdata.txt to determine how the superseded data were derived.
 HY0718
 HY0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC720157(NAD 83)
 HY0718_MARKER: DB = BENCH MARK DISK
 HY0718_SETTING: 66 = SET IN ROCK OUTCROP
 HY0718_SP_SET: ROCK CUT
 HY0718_STAMPING: K 149 1957
 HY0718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0718+STABILITY: POSITION/ELEVATION WELL
 HY0718
 HY0718  HISTORY     - Date     Condition        Report By
 HY0718  HISTORY     - 1957     MONUMENTED       CGS
 HY0718
 HY0718                          STATION DESCRIPTION
 HY0718
 HY0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0718'4.6 MI S FROM GENOA.
 HY0718'ABOUT 4.6 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0718'GENOA, 0.1 MILE NORTHWEST OF JUNCTION OF A ROAD WEST OVER A
 HY0718'BRIDGE OVER WEST FORK OF TWELVEPOLE CREEK AT RADNOR, ON THE
 HY0718'OUTSIDE AND AT WEST END  OF A CURVE WITH TANGENTS EXTENDING
 HY0718'WEST AND SOUTHEAST, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 HY0718'CUT, 19 FEET NORTH OF CENTER LINE OF HIGHWAY, 75 FEET WEST OF
 HY0718'EAST END OF CUT, 75 FEET WEST OF A 2-FOOT CONCRETE CATCH BASIN
 HY0718'FOR AN 18-INCH PIPE CULVERT, 2 FEET ABOVE GROUND AND ABOUT 3
 HY0718'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0048 ***********************************************************************
 HX0048  DESIGNATION -  K 15
 HX0048  PID         -  HX0048
 HX0048  STATE/COUNTY-  WV/RANDOLPH
 HX0048  USGS QUAD   -  VALLEY HEAD (1995)
 HX0048
 HX0048                         *CURRENT SURVEY CONTROL
 HX0048  ___________________________________________________________________
 HX0048* NAD 83(1986)-  38 32 27.     (N)    080 03 58.     (W)     SCALED    
 HX0048* NAVD 88     -       821.722  (meters)    2695.93   (feet)  ADJUSTED  
 HX0048  ___________________________________________________________________
 HX0048  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HX0048  DYNAMIC HT  -         821.068 (meters)    2693.79  (feet)  COMP
 HX0048  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 HX0048
 HX0048  VERT ORDER  -  SECOND    CLASS 0
 HX0048
 HX0048.The horizontal coordinates were scaled from a topographic map and have
 HX0048.an estimated accuracy of +/- 6 seconds.
 HX0048
 HX0048.The orthometric height was determined by differential leveling
 HX0048.and adjusted by the National Geodetic Survey in June 1991..
 HX0048
 HX0048.The geoid height was determined by GEOID03.
 HX0048
 HX0048.The dynamic height is computed by dividing the NAVD 88
 HX0048.geopotential number by the normal gravity value computed on the
 HX0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0048.degrees latitude (g = 980.6199 gals.).
 HX0048
 HX0048.The modeled gravity was interpolated from observed gravity values.
 HX0048
 HX0048;                    North         East    Units  Estimated Accuracy
 HX0048;SPC WV S     -   171,430.      681,410.      MT  (+/- 180 meters Scaled)
 HX0048
 HX0048                          SUPERSEDED SURVEY CONTROL
 HX0048
 HX0048  NGVD 29 (??/??/92)  821.842  (m)         2696.33   (f) ADJ UNCH    2 0
 HX0048
 HX0048.Superseded values are not recommended for survey control.
 HX0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0048.See file dsdata.txt to determine how the superseded data were derived.
 HX0048
 HX0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC813662(NAD 83)
 HX0048_MARKER: DB = BENCH MARK DISK
 HX0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0048_STAMPING: K 15 1934
 HX0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0048+STABILITY: SURFACE MOTION
 HX0048
 HX0048  HISTORY     - Date     Condition        Report By
 HX0048  HISTORY     - 1934     MONUMENTED       CGS
 HX0048  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0048
 HX0048                          STATION DESCRIPTION
 HX0048
 HX0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0048'2.2 MI W FROM VALLEY HEAD.
 HX0048'2.2 MILES WEST ALONG STATE HIGHWAY 15 FROM VALLEY HEAD, AT THE
 HX0048'SIDE OF THE WIDE EMBANKMENT OF A WIDE CURVE, 24 FEET NORTH OF
 HX0048'THE CENTERLINE OF THE HIGHWAY, 10 FEET WEST OF A CONCRETE CULVERT,
 HX0048'AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 HX0048'K 15 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0730 ***********************************************************************
 HY0730  DESIGNATION -  K 150
 HY0730  PID         -  HY0730
 HY0730  STATE/COUNTY-  WV/WAYNE
 HY0730  USGS QUAD   -  RADNOR (1989)
 HY0730
 HY0730                         *CURRENT SURVEY CONTROL
 HY0730  ___________________________________________________________________
 HY0730* NAD 83(1986)-  38 01 44.     (N)    082 29 02.     (W)     SCALED    
 HY0730* NAVD 88     -       187.892  (meters)     616.44   (feet)  ADJUSTED  
 HY0730  ___________________________________________________________________
 HY0730  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HY0730  DYNAMIC HT  -         187.758 (meters)     616.00  (feet)  COMP
 HY0730  MODELED GRAV-     979,912.4   (mgal)                       NAVD 88
 HY0730
 HY0730  VERT ORDER  -  SECOND    CLASS 0
 HY0730
 HY0730.The horizontal coordinates were scaled from a topographic map and have
 HY0730.an estimated accuracy of +/- 6 seconds.
 HY0730
 HY0730.The orthometric height was determined by differential leveling
 HY0730.and adjusted by the National Geodetic Survey in June 1991..
 HY0730
 HY0730.The geoid height was determined by GEOID03.
 HY0730
 HY0730.The dynamic height is computed by dividing the NAVD 88
 HY0730.geopotential number by the normal gravity value computed on the
 HY0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0730.degrees latitude (g = 980.6199 gals.).
 HY0730
 HY0730.The modeled gravity was interpolated from observed gravity values.
 HY0730
 HY0730;                    North         East    Units  Estimated Accuracy
 HY0730;SPC WV S     -   115,240.      469,730.      MT  (+/- 180 meters Scaled)
 HY0730
 HY0730                          SUPERSEDED SURVEY CONTROL
 HY0730
 HY0730  NGVD 29 (??/??/92)  188.115  (m)          617.17   (f) ADJ UNCH    2 0
 HY0730
 HY0730.Superseded values are not recommended for survey control.
 HY0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0730.See file dsdata.txt to determine how the superseded data were derived.
 HY0730
 HY0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC697100(NAD 83)
 HY0730_MARKER: DB = BENCH MARK DISK
 HY0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0730_STAMPING: K 150 1957
 HY0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0730+STABILITY: SURFACE MOTION
 HY0730
 HY0730  HISTORY     - Date     Condition        Report By
 HY0730  HISTORY     - 1957     MONUMENTED       CGS
 HY0730
 HY0730                          STATION DESCRIPTION
 HY0730
 HY0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0730'3.2 MI NE FROM GLENHAYES.
 HY0730'ABOUT 2.95 MILES SOUTHEAST AND NORTHEAST ALONG A GRAVEL AND
 HY0730'DIRT ROAD FOLLOWING LOST CREEK FROM THE SCHOOL AT GLENHAYES,
 HY0730'THENCE ABOUT 0.25 MILE NORTH ALONG A ROAD LEADING OVER GAP INTO
 HY0730'MILL CREEK, AT A POINT WHERE ROAD CROSSES WOLFPEN BRANCH, SET
 HY0730'VERTICALLY IN THE WEST FACE OF AN OVERHANGING ROCK LEDGE THAT
 HY0730'IS ABOUT 20 FEET LONG AND 4 FEET HIGH, 24 FEET EAST OF CENTER
 HY0730'LINE OF ROAD, 45 FEET SOUTHEAST OF CENTER OF ROAD AT POINT
 HY0730'ROAD ENTERS STREAM, 3 FEET ABOVE GROUND AND ABOUT 4 FEET ABOVE
 HY0730'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2187 ***********************************************************************
 HX2187  DESIGNATION -  K 151
 HX2187  PID         -  HX2187
 HX2187  STATE/COUNTY-  WV/LINCOLN
 HX2187  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2187
 HX2187                         *CURRENT SURVEY CONTROL
 HX2187  ___________________________________________________________________
 HX2187* NAD 83(1986)-  38 11 51.     (N)    081 56 13.     (W)     SCALED    
 HX2187* NAVD 88     -       239.326  (meters)     785.19   (feet)  ADJUSTED  
 HX2187  ___________________________________________________________________
 HX2187  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 HX2187  DYNAMIC HT  -         239.156 (meters)     784.63  (feet)  COMP
 HX2187  MODELED GRAV-     979,911.4   (mgal)                       NAVD 88
 HX2187
 HX2187  VERT ORDER  -  SECOND    CLASS 0
 HX2187
 HX2187.The horizontal coordinates were scaled from a topographic map and have
 HX2187.an estimated accuracy of +/- 6 seconds.
 HX2187
 HX2187.The orthometric height was determined by differential leveling
 HX2187.and adjusted by the National Geodetic Survey in June 1991..
 HX2187
 HX2187.The geoid height was determined by GEOID03.
 HX2187
 HX2187.The dynamic height is computed by dividing the NAVD 88
 HX2187.geopotential number by the normal gravity value computed on the
 HX2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2187.degrees latitude (g = 980.6199 gals.).
 HX2187
 HX2187.The modeled gravity was interpolated from observed gravity values.
 HX2187
 HX2187;                    North         East    Units  Estimated Accuracy
 HX2187;SPC WV S     -   133,320.      517,940.      MT  (+/- 180 meters Scaled)
 HX2187
 HX2187                          SUPERSEDED SURVEY CONTROL
 HX2187
 HX2187  NGVD 29 (??/??/92)  239.536  (m)          785.88   (f) ADJ UNCH    2 0
 HX2187
 HX2187.Superseded values are not recommended for survey control.
 HX2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2187.See file dsdata.txt to determine how the superseded data were derived.
 HX2187
 HX2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC179281(NAD 83)
 HX2187_MARKER: DB = BENCH MARK DISK
 HX2187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2187_SP_SET: ABUTMENT
 HX2187_STAMPING: K 151 1957
 HX2187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2187
 HX2187  HISTORY     - Date     Condition        Report By
 HX2187  HISTORY     - 1957     MONUMENTED       CGS
 HX2187
 HX2187                          STATION DESCRIPTION
 HX2187
 HX2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2187'4.9 MI SE FROM GRIFFITHSVILLE.
 HX2187'ABOUT 4.9 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE HIGH
 HX2187'SCHOOL AT GRIFFITHSVILLE, 0.1 MILE NORTHWEST OF THE BEECH
 HX2187'GROVE BAPTIST CHURCH, 17 FEET NORTHEAST OF THE CENTER LINE OF THE
 HX2187'ROAD, 1/2 FOOT NORTHEAST OF CONCRETE BANISTER, SET IN THE TOP OF
 HX2187'THE WEST END OF THE EAST WINGWALL OF THE SOUTHEAST ABUTMENT OF
 HX2187'15-FOOT BRIDGE OVER A CREEK BRANCH, AND ABOUT 1 FOOT BELOW THE
 HX2187'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0606 ***********************************************************************
 HY0606  DESIGNATION -  K 152
 HY0606  PID         -  HY0606
 HY0606  STATE/COUNTY-  WV/LINCOLN
 HY0606  USGS QUAD   -  HAGER (1962)
 HY0606
 HY0606                         *CURRENT SURVEY CONTROL
 HY0606  ___________________________________________________________________
 HY0606* NAD 83(1986)-  38 13 18.     (N)    082 06 45.     (W)     SCALED    
 HY0606* NAVD 88     -       205.440  (meters)     674.01   (feet)  ADJUSTED  
 HY0606  ___________________________________________________________________
 HY0606  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HY0606  DYNAMIC HT  -         205.294 (meters)     673.54  (feet)  COMP
 HY0606  MODELED GRAV-     979,916.0   (mgal)                       NAVD 88
 HY0606
 HY0606  VERT ORDER  -  SECOND    CLASS 0
 HY0606
 HY0606.The horizontal coordinates were scaled from a topographic map and have
 HY0606.an estimated accuracy of +/- 6 seconds.
 HY0606
 HY0606.The orthometric height was determined by differential leveling
 HY0606.and adjusted by the National Geodetic Survey in June 1991..
 HY0606
 HY0606.The geoid height was determined by GEOID03.
 HY0606
 HY0606.The dynamic height is computed by dividing the NAVD 88
 HY0606.geopotential number by the normal gravity value computed on the
 HY0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0606.degrees latitude (g = 980.6199 gals.).
 HY0606
 HY0606.The modeled gravity was interpolated from observed gravity values.
 HY0606
 HY0606;                    North         East    Units  Estimated Accuracy
 HY0606;SPC WV S     -   136,180.      502,590.      MT  (+/- 180 meters Scaled)
 HY0606
 HY0606                          SUPERSEDED SURVEY CONTROL
 HY0606
 HY0606  NGVD 29 (??/??/92)  205.647  (m)          674.69   (f) ADJ UNCH    2 0
 HY0606
 HY0606.Superseded values are not recommended for survey control.
 HY0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0606.See file dsdata.txt to determine how the superseded data were derived.
 HY0606
 HY0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC026309(NAD 83)
 HY0606_MARKER: DB = BENCH MARK DISK
 HY0606_SETTING: 66 = SET IN ROCK OUTCROP
 HY0606_SP_SET: ROCK CUT
 HY0606_STAMPING: K 152 1957
 HY0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0606+STABILITY: POSITION/ELEVATION WELL
 HY0606
 HY0606  HISTORY     - Date     Condition        Report By
 HY0606  HISTORY     - 1957     MONUMENTED       CGS
 HY0606
 HY0606                          STATION DESCRIPTION
 HY0606
 HY0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0606'AT MYRA.
 HY0606'AT MYRA ALONG THE NORTH-SOUTH BLACK TOP-ROAD, 50 FEET NORTH OF
 HY0606'AND ACROSS THE ROAD FROM THE EAST CORNER OF 2-STORY POST OFFICE
 HY0606'BUILDING, 123 FEET EAST OF THE CENTER OF THE EAST END OF STEEL
 HY0606'BRIDGE ACROSS MUD RIVER, 26 FEET WEST OF THE CENTER LINE OF THE
 HY0606'ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF A RECESSED ROCK IN CUT,
 HY0606'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2199 ***********************************************************************
 HX2199  DESIGNATION -  K 153
 HX2199  PID         -  HX2199
 HX2199  STATE/COUNTY-  WV/LINCOLN
 HX2199  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2199
 HX2199                         *CURRENT SURVEY CONTROL
 HX2199  ___________________________________________________________________
 HX2199* NAD 83(1986)-  38 09 55.     (N)    081 55 18.     (W)     SCALED    
 HX2199* NAVD 88     -       226.511  (meters)     743.14   (feet)  ADJUSTED  
 HX2199  ___________________________________________________________________
 HX2199  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HX2199  DYNAMIC HT  -         226.349 (meters)     742.61  (feet)  COMP
 HX2199  MODELED GRAV-     979,907.3   (mgal)                       NAVD 88
 HX2199
 HX2199  VERT ORDER  -  SECOND    CLASS 0
 HX2199
 HX2199.The horizontal coordinates were scaled from a topographic map and have
 HX2199.an estimated accuracy of +/- 6 seconds.
 HX2199
 HX2199.The orthometric height was determined by differential leveling
 HX2199.and adjusted by the National Geodetic Survey in June 1991..
 HX2199
 HX2199.The geoid height was determined by GEOID03.
 HX2199
 HX2199.The dynamic height is computed by dividing the NAVD 88
 HX2199.geopotential number by the normal gravity value computed on the
 HX2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2199.degrees latitude (g = 980.6199 gals.).
 HX2199
 HX2199.The modeled gravity was interpolated from observed gravity values.
 HX2199
 HX2199;                    North         East    Units  Estimated Accuracy
 HX2199;SPC WV S     -   129,730.      519,240.      MT  (+/- 180 meters Scaled)
 HX2199
 HX2199                          SUPERSEDED SURVEY CONTROL
 HX2199
 HX2199  NGVD 29 (??/??/92)  226.720  (m)          743.83   (f) ADJ UNCH    2 0
 HX2199
 HX2199.Superseded values are not recommended for survey control.
 HX2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2199.See file dsdata.txt to determine how the superseded data were derived.
 HX2199
 HX2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC192245(NAD 83)
 HX2199_MARKER: DB = BENCH MARK DISK
 HX2199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2199_SP_SET: CULVERT
 HX2199_STAMPING: K 153 1957
 HX2199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2199
 HX2199  HISTORY     - Date     Condition        Report By
 HX2199  HISTORY     - 1957     MONUMENTED       CGS
 HX2199
 HX2199                          STATION DESCRIPTION
 HX2199
 HX2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2199'AT ALKOL.
 HX2199'AT THE JUNCTION OF STATE HIGHWAY 3 AND BLACK TOP ROAD LEADING
 HX2199'SOUTHWEST TO SPURLOCKVILLE AT ALKOL, 16 FEET SOUTHEAST OF THE
 HX2199'CENTER LINE OF THE BLACKTOP ROAD, 33 FEET SOUTH OF THE CENTER LINE
 HX2199'OF HIGHWAY 3, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 HX2199'HEADWALL OF A 10-FOOT CONCRETE CULVERT UNDER THE BLACKTOP
 HX2199'ROAD, ABOUT 2 FEET BELOW THE LEVEL OF HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0539 ***********************************************************************
 HY0539  DESIGNATION -  K 154
 HY0539  PID         -  HY0539
 HY0539  STATE/COUNTY-  WV/LINCOLN
 HY0539  USGS QUAD   -  BIG CREEK (1962)
 HY0539
 HY0539                         *CURRENT SURVEY CONTROL
 HY0539  ___________________________________________________________________
 HY0539* NAD 83(1986)-  38 07 29.     (N)    082 04 40.     (W)     SCALED    
 HY0539* NAVD 88     -       249.204  (meters)     817.60   (feet)  ADJUSTED  
 HY0539  ___________________________________________________________________
 HY0539  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HY0539  DYNAMIC HT  -         249.025 (meters)     817.01  (feet)  COMP
 HY0539  MODELED GRAV-     979,905.9   (mgal)                       NAVD 88
 HY0539
 HY0539  VERT ORDER  -  SECOND    CLASS 0
 HY0539
 HY0539.The horizontal coordinates were scaled from a topographic map and have
 HY0539.an estimated accuracy of +/- 6 seconds.
 HY0539
 HY0539.The orthometric height was determined by differential leveling
 HY0539.and adjusted by the National Geodetic Survey in June 1991..
 HY0539
 HY0539.The geoid height was determined by GEOID03.
 HY0539
 HY0539.The dynamic height is computed by dividing the NAVD 88
 HY0539.geopotential number by the normal gravity value computed on the
 HY0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0539.degrees latitude (g = 980.6199 gals.).
 HY0539
 HY0539.The modeled gravity was interpolated from observed gravity values.
 HY0539
 HY0539;                    North         East    Units  Estimated Accuracy
 HY0539;SPC WV S     -   125,380.      505,510.      MT  (+/- 180 meters Scaled)
 HY0539
 HY0539                          SUPERSEDED SURVEY CONTROL
 HY0539
 HY0539  NGVD 29 (??/??/92)  249.414  (m)          818.29   (f) ADJ UNCH    2 0
 HY0539
 HY0539.Superseded values are not recommended for survey control.
 HY0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0539.See file dsdata.txt to determine how the superseded data were derived.
 HY0539
 HY0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC055202(NAD 83)
 HY0539_MARKER: DB = BENCH MARK DISK
 HY0539_SETTING: 80 = SET IN A BOULDER
 HY0539_SP_SET: BOULDER
 HY0539_STAMPING: K 154 1957
 HY0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0539+STABILITY: SURFACE MOTION
 HY0539
 HY0539  HISTORY     - Date     Condition        Report By
 HY0539  HISTORY     - 1957     MONUMENTED       CGS
 HY0539
 HY0539                          STATION DESCRIPTION
 HY0539
 HY0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0539'3.1 MI SW FROM SPURLOCKVILLE.
 HY0539'ABOUT 0.2 MILE SOUTHEAST ALONG GRAVEL ROAD FROM THE SCHOOL AT
 HY0539'SPURLOCKVILLE, THENCE 2.9 MILES SOUTHWEST ALONG DIRT ROAD, 141
 HY0539'YARDS NORTH OF A LONE RED BRICK CHIMNEY (ALSO A WELL AND CELLAR
 HY0539'OF THE FORMER ALLEN POST OFFICE), 29 FEET SOUTHEAST OF THE
 HY0539'SOUTHWEST END OF LARGE BOULDER NEXT TO THE ROAD, 22 FEET
 HY0539'EAST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE
 HY0539'SOUTHWEST FACE OF A 5-FOOT HIGH IRREGULAR WEST SIDE OF A LARGE
 HY0539'FALLEN DOWN PART OF CLIFF, ABOUT 2 FEET ABOVE THE GROUND AND
 HY0539'3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0378 ***********************************************************************
 GY0378  DESIGNATION -  K 155
 GY0378  PID         -  GY0378
 GY0378  STATE/COUNTY-  WV/LOGAN
 GY0378  USGS QUAD   -  TRACE (1976)
 GY0378
 GY0378                         *CURRENT SURVEY CONTROL
 GY0378  ___________________________________________________________________
 GY0378* NAD 83(1986)-  37 58 38.     (N)    082 08 31.     (W)     SCALED    
 GY0378* NAVD 88     -       198.558  (meters)     651.44   (feet)  ADJUSTED  
 GY0378  ___________________________________________________________________
 GY0378  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GY0378  DYNAMIC HT  -         198.412 (meters)     650.96  (feet)  COMP
 GY0378  MODELED GRAV-     979,894.5   (mgal)                       NAVD 88
 GY0378
 GY0378  VERT ORDER  -  SECOND    CLASS 0
 GY0378
 GY0378.The horizontal coordinates were scaled from a topographic map and have
 GY0378.an estimated accuracy of +/- 6 seconds.
 GY0378
 GY0378.The orthometric height was determined by differential leveling
 GY0378.and adjusted by the National Geodetic Survey in June 1991..
 GY0378
 GY0378.The geoid height was determined by GEOID03.
 GY0378
 GY0378.The dynamic height is computed by dividing the NAVD 88
 GY0378.geopotential number by the normal gravity value computed on the
 GY0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0378.degrees latitude (g = 980.6199 gals.).
 GY0378
 GY0378.The modeled gravity was interpolated from observed gravity values.
 GY0378
 GY0378;                    North         East    Units  Estimated Accuracy
 GY0378;SPC WV S     -   109,080.      499,680.      MT  (+/- 180 meters Scaled)
 GY0378
 GY0378                          SUPERSEDED SURVEY CONTROL
 GY0378
 GY0378  NGVD 29 (??/??/92)  198.772  (m)          652.14   (f) ADJ UNCH    2 0
 GY0378
 GY0378.Superseded values are not recommended for survey control.
 GY0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0378.See file dsdata.txt to determine how the superseded data were derived.
 GY0378
 GY0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC997039(NAD 83)
 GY0378_MARKER: DB = BENCH MARK DISK
 GY0378_SETTING: 66 = SET IN ROCK OUTCROP
 GY0378_SP_SET: ROCK CUT
 GY0378_STAMPING: K 155 1957
 GY0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0378+STABILITY: POSITION/ELEVATION WELL
 GY0378
 GY0378  HISTORY     - Date     Condition        Report By
 GY0378  HISTORY     - 1957     MONUMENTED       CGS
 GY0378
 GY0378                          STATION DESCRIPTION
 GY0378
 GY0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0378'4.6 MI S FROM HART.
 GY0378'ABOUT 4.55 MILES SOUTH ALONG HART CREEK ROAD FROM THE HIGH SCHOOL
 GY0378'AT HART, ABOUT 0.1 MILE EAST OF THE JUNCTION OF A BLACK TOP
 GY0378'ROAD LEADING NORTHEAST AND SOUTH END OF A BRIDGE OVER HART
 GY0378'CREEK, SET VERTICALLY IN THE NORTH FACE OF A 3 1/2-FOOT HIGH
 GY0378'LAYER OF ROCK AT THE BOTTOM OF A CUT, 14 FEET SOUTH OF CENTER
 GY0378'LINE OF ROAD AND ABOUT 3 FEET ABOVE BOTTOM OF DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0554 ***********************************************************************
 HY0554  DESIGNATION -  K 156
 HY0554  PID         -  HY0554
 HY0554  STATE/COUNTY-  WV/LINCOLN
 HY0554  USGS QUAD   -  BIG CREEK (1962)
 HY0554
 HY0554                         *CURRENT SURVEY CONTROL
 HY0554  ___________________________________________________________________
 HY0554* NAD 83(1986)-  38 01 48.     (N)    082 01 53.     (W)     SCALED    
 HY0554* NAVD 88     -       379.179  (meters)    1244.02   (feet)  ADJUSTED  
 HY0554  ___________________________________________________________________
 HY0554  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HY0554  DYNAMIC HT  -         378.906 (meters)    1243.13  (feet)  COMP
 HY0554  MODELED GRAV-     979,900.1   (mgal)                       NAVD 88
 HY0554
 HY0554  VERT ORDER  -  SECOND    CLASS 0
 HY0554
 HY0554.The horizontal coordinates were scaled from a topographic map and have
 HY0554.an estimated accuracy of +/- 6 seconds.
 HY0554
 HY0554.The orthometric height was determined by differential leveling
 HY0554.and adjusted by the National Geodetic Survey in June 1991..
 HY0554
 HY0554.The geoid height was determined by GEOID03.
 HY0554
 HY0554.The dynamic height is computed by dividing the NAVD 88
 HY0554.geopotential number by the normal gravity value computed on the
 HY0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0554.degrees latitude (g = 980.6199 gals.).
 HY0554
 HY0554.The modeled gravity was interpolated from observed gravity values.
 HY0554
 HY0554;                    North         East    Units  Estimated Accuracy
 HY0554;SPC WV S     -   114,820.      509,460.      MT  (+/- 180 meters Scaled)
 HY0554
 HY0554                          SUPERSEDED SURVEY CONTROL
 HY0554
 HY0554  NGVD 29 (??/??/92)  379.396  (m)         1244.73   (f) ADJ UNCH    2 0
 HY0554
 HY0554.Superseded values are not recommended for survey control.
 HY0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0554.See file dsdata.txt to determine how the superseded data were derived.
 HY0554
 HY0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC094096(NAD 83)
 HY0554_MARKER: DB = BENCH MARK DISK
 HY0554_SETTING: 80 = SET IN A BOULDER
 HY0554_SP_SET: BOULDER
 HY0554_STAMPING: K 156 1957
 HY0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0554+STABILITY: SURFACE MOTION
 HY0554
 HY0554  HISTORY     - Date     Condition        Report By
 HY0554  HISTORY     - 1957     MONUMENTED       CGS
 HY0554
 HY0554                          STATION DESCRIPTION
 HY0554
 HY0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0554'4.4 MI SW FROM DOLLIE.
 HY0554'ABOUT 3.1 MILE WEST-SOUTHWEST ALONG GRAVEL ROAD FROM THE SCHOOL
 HY0554'AT DOLLIE, THENCE 1.35 MILE SOUTH ALONG TRAIL ROAD, 70 FEET
 HY0554'EAST-SOUTHEAST OF THE TOP OF THE GRADE AND GAP, 1.10 MILE
 HY0554'NORTHEAST OF LIMESTONE SCHOOL, 11 1/2 FEET NORTHEAST OF A
 HY0554'CHISELED CROSS IN THE ROCK BASE OF THE TRAIL ROAD, 9 FEET
 HY0554'NORTHEAST OF THE CENTERLINE OF A TRAIL ROAD FOLLOWING THE TOP
 HY0554'OF THE RIDGE, SET IN THE TOP OF THE SOUTHWEST CORNER OF 3-FOOT
 HY0554'HIGH AND 2 1/2 FEET WIDE AND 4 1/2 FEET LONG BOULDER, ABOUT
 HY0554'LEVEL WITH THE TRAIL ROAD FOLLOWING THE TOP OF THE RIDGE, AND
 HY0554'15 FEET ABOVE THE LEVEL OF THE TOP OF THE GAP.  NOTE-- MARK MAY
 HY0554'BE REACHED FROM BIG CREEK (LOGAN COUNTY) BY GOING NORTH FOR 0.55
 HY0554'MILE ALONG STATE HIGHWAY 10 FROM THE CHESAPEAKE AND OHIO RAILWAY
 HY0554'STATION AT BIG CREEK, THENCE 1.3 MILE NORTH ALONG GRAVEL ROAD,
 HY0554'THENCE 0.75 MILE NORTH ALONG TRAIL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2499 ***********************************************************************
 GX2499  DESIGNATION -  K 157
 GX2499  PID         -  GX2499
 GX2499  STATE/COUNTY-  WV/BOONE
 GX2499  USGS QUAD   -  CLOTHIER (1989)
 GX2499
 GX2499                         *CURRENT SURVEY CONTROL
 GX2499  ___________________________________________________________________
 GX2499* NAD 83(1986)-  37 57 54.     (N)    081 50 57.     (W)     SCALED    
 GX2499* NAVD 88     -       251.354  (meters)     824.65   (feet)  ADJUSTED  
 GX2499  ___________________________________________________________________
 GX2499  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 GX2499  DYNAMIC HT  -         251.170 (meters)     824.05  (feet)  COMP
 GX2499  MODELED GRAV-     979,891.8   (mgal)                       NAVD 88
 GX2499
 GX2499  VERT ORDER  -  SECOND    CLASS 0
 GX2499
 GX2499.The horizontal coordinates were scaled from a topographic map and have
 GX2499.an estimated accuracy of +/- 6 seconds.
 GX2499
 GX2499.The orthometric height was determined by differential leveling
 GX2499.and adjusted by the National Geodetic Survey in June 1991..
 GX2499
 GX2499.The geoid height was determined by GEOID03.
 GX2499
 GX2499.The dynamic height is computed by dividing the NAVD 88
 GX2499.geopotential number by the normal gravity value computed on the
 GX2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2499.degrees latitude (g = 980.6199 gals.).
 GX2499
 GX2499.The modeled gravity was interpolated from observed gravity values.
 GX2499
 GX2499;                    North         East    Units  Estimated Accuracy
 GX2499;SPC WV S     -   107,450.      525,390.      MT  (+/- 180 meters Scaled)
 GX2499
 GX2499                          SUPERSEDED SURVEY CONTROL
 GX2499
 GX2499  NGVD 29 (??/??/92)  251.563  (m)          825.34   (f) ADJ UNCH    2 0
 GX2499
 GX2499.Superseded values are not recommended for survey control.
 GX2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2499.See file dsdata.txt to determine how the superseded data were derived.
 GX2499
 GX2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC254022(NAD 83)
 GX2499_MARKER: DB = BENCH MARK DISK
 GX2499_SETTING: 66 = SET IN ROCK OUTCROP
 GX2499_SP_SET: CLIFF
 GX2499_STAMPING: K 157 1957
 GX2499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2499+STABILITY: POSITION/ELEVATION WELL
 GX2499
 GX2499  HISTORY     - Date     Condition        Report By
 GX2499  HISTORY     - 1957     MONUMENTED       CGS
 GX2499  HISTORY     - 1973     GOOD             LOCENG
 GX2499
 GX2499                          STATION DESCRIPTION
 GX2499
 GX2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2499'1.6 MI SW FROM JEFFERY.
 GX2499'ABOUT 1.65 MILE SOUTHWEST ALONG HEWETT ROAD (BLACKTOP) FROM
 GX2499'ITS JUNCTION WITH U.S. 119 AT JEFFERY, 31 FEET NORTH OF THE
 GX2499'CENTERLINE OF THE ROAD AND AT THE OUTSIDE OF A CURVE WITH
 GX2499'TANGENTS TO THE SOUTHEAST AND WEST, 146 FEET EAST OF THE
 GX2499'SOUTHEAST CORNER OF CONCRETE RETAINING WALL AROUND THE YARD OF
 GX2499'A DWELLING, SET VERTICALLY IN THE SOUTH FACE OF A 8 FOOT HIGH
 GX2499'ROCK CLIFF OF AN OLD CUT, ABOUT 1 FOOT ABOVE THE GROUND AND 4
 GX2499'FEET ABOVE THE LEVEL OF THE ROAD.
 GX2499
 GX2499                          STATION RECOVERY (1973)
 GX2499
 GX2499'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0214 ***********************************************************************
 GY0214  DESIGNATION -  K 158
 GY0214  PID         -  GY0214
 GY0214  STATE/COUNTY-  WV/MINGO
 GY0214  USGS QUAD   -  WILSONDALE (1981)
 GY0214
 GY0214                         *CURRENT SURVEY CONTROL
 GY0214  ___________________________________________________________________
 GY0214* NAD 83(1986)-  37 55 34.     (N)    082 16 02.     (W)     SCALED    
 GY0214* NAVD 88     -       248.776  (meters)     816.19   (feet)  ADJUSTED  
 GY0214  ___________________________________________________________________
 GY0214  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GY0214  DYNAMIC HT  -         248.593 (meters)     815.59  (feet)  COMP
 GY0214  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 GY0214
 GY0214  VERT ORDER  -  SECOND    CLASS 0
 GY0214
 GY0214.The horizontal coordinates were scaled from a topographic map and have
 GY0214.an estimated accuracy of +/- 6 seconds.
 GY0214
 GY0214.The orthometric height was determined by differential leveling
 GY0214.and adjusted by the National Geodetic Survey in June 1991..
 GY0214
 GY0214.The geoid height was determined by GEOID03.
 GY0214
 GY0214.The dynamic height is computed by dividing the NAVD 88
 GY0214.geopotential number by the normal gravity value computed on the
 GY0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0214.degrees latitude (g = 980.6199 gals.).
 GY0214
 GY0214.The modeled gravity was interpolated from observed gravity values.
 GY0214
 GY0214;                    North         East    Units  Estimated Accuracy
 GY0214;SPC WV S     -   103,550.      488,600.      MT  (+/- 180 meters Scaled)
 GY0214
 GY0214                          SUPERSEDED SURVEY CONTROL
 GY0214
 GY0214  NGVD 29 (??/??/92)  248.989  (m)          816.89   (f) ADJ UNCH    2 0
 GY0214
 GY0214.Superseded values are not recommended for survey control.
 GY0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0214.See file dsdata.txt to determine how the superseded data were derived.
 GY0214
 GY0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB886983(NAD 83)
 GY0214_MARKER: DB = BENCH MARK DISK
 GY0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0214_SP_SET: BRIDGE
 GY0214_STAMPING: K 158 1957
 GY0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0214
 GY0214  HISTORY     - Date     Condition        Report By
 GY0214  HISTORY     - 1957     MONUMENTED       CGS
 GY0214
 GY0214                          STATION DESCRIPTION
 GY0214
 GY0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0214'AT BREEDEN.
 GY0214'AT BREEDEN, ABOUT 0.15 MILE SOUTHEAST ALONG A GRAVEL ROAD
 GY0214'FOLLOWING OLD GRADE OF THE NORFOLK AND WESTERN RAILWAY FROM
 GY0214'THE JUNCTION OF ROAD SOUTHWEST, IN THE TOP OF THE NORTHEAST
 GY0214'END OF NORTHWEST ABUTMENT OF A 140-FOOT BRIDGE OVER WEST
 GY0214'FORK OF TWELVEPOLE CREEK (THE 9TH BRIDGE NORTHWEST OF DINGESS),
 GY0214'12 FEET NORTHEAST OF CENTER LINE OF ROAD, 1 FOOT SOUTHWEST OF
 GY0214'NORTHEAST END OF SECOND STEP AND ABOUT 3 FEET BELOW LEVEL OF
 GY0214'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0766 ***********************************************************************
 HY0766  DESIGNATION -  K 159
 HY0766  PID         -  HY0766
 HY0766  STATE/COUNTY-  WV/WAYNE
 HY0766  USGS QUAD   -  RADNOR (1989)
 HY0766
 HY0766                         *CURRENT SURVEY CONTROL
 HY0766  ___________________________________________________________________
 HY0766* NAD 83(1986)-  38 05 09.     (N)    082 25 45.     (W)     SCALED    
 HY0766* NAVD 88     -       289.051  (meters)     948.33   (feet)  ADJUSTED  
 HY0766  ___________________________________________________________________
 HY0766  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HY0766  DYNAMIC HT  -         288.846 (meters)     947.66  (feet)  COMP
 HY0766  MODELED GRAV-     979,911.6   (mgal)                       NAVD 88
 HY0766
 HY0766  VERT ORDER  -  SECOND    CLASS 0
 HY0766
 HY0766.The horizontal coordinates were scaled from a topographic map and have
 HY0766.an estimated accuracy of +/- 6 seconds.
 HY0766
 HY0766.The orthometric height was determined by differential leveling
 HY0766.and adjusted by the National Geodetic Survey in June 1991..
 HY0766
 HY0766.The geoid height was determined by GEOID03.
 HY0766
 HY0766.The dynamic height is computed by dividing the NAVD 88
 HY0766.geopotential number by the normal gravity value computed on the
 HY0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0766.degrees latitude (g = 980.6199 gals.).
 HY0766
 HY0766.The modeled gravity was interpolated from observed gravity values.
 HY0766
 HY0766;                    North         East    Units  Estimated Accuracy
 HY0766;SPC WV S     -   121,480.      474,630.      MT  (+/- 180 meters Scaled)
 HY0766
 HY0766                          SUPERSEDED SURVEY CONTROL
 HY0766
 HY0766  NGVD 29 (??/??/92)  289.266  (m)          949.03   (f) ADJ UNCH    2 0
 HY0766
 HY0766.Superseded values are not recommended for survey control.
 HY0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0766.See file dsdata.txt to determine how the superseded data were derived.
 HY0766
 HY0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC746163(NAD 83)
 HY0766_MARKER: DB = BENCH MARK DISK
 HY0766_SETTING: 66 = SET IN ROCK OUTCROP
 HY0766_SP_SET: ROCK CUT
 HY0766_STAMPING: K 159 1957
 HY0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0766+STABILITY: POSITION/ELEVATION WELL
 HY0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0766+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2002
 HY0766
 HY0766  HISTORY     - Date     Condition        Report By
 HY0766  HISTORY     - 1957     MONUMENTED       CGS
 HY0766  HISTORY     - 20020525 GOOD             INDIV
 HY0766
 HY0766                          STATION DESCRIPTION
 HY0766
 HY0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0766'5.8 MI NE FROM DUNLOW.
 HY0766'ABOUT 5.0 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0766'DUNLOW, THENCE ABOUT 0.75 MILE NORTHEAST ALONG A GRAVEL ROAD
 HY0766'LEADING INTO BRUSHY CREEK AND TO STILTNER, ABOUT 0.6 MILE
 HY0766'SOUTHWEST OF LARKENS RIDGE SCHOOL, ON THE SOUTHWEST SLOPE OF A
 HY0766'LONG CROOKED HILL, IN THE TOP OF A NARROW LEDGE ON THE SOUTHEAST
 HY0766'FACE AND NEAR THE NORTHEAST END OF A ROCK CUT, 16 FEET NORTHWEST
 HY0766'OF CENTER LINE OF ROAD, 12 FEET SOUTHWEST OF NORTHEAST END OF
 HY0766'ROCK, 1/2 FOOT SOUTHWEST AND BELOW A 6-INCH TRIANGLE CHISELED
 HY0766'IN FACE OF ROCK AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
 HY0766
 HY0766                          STATION RECOVERY (2002)
 HY0766
 HY0766'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAH)
 HY0766'RECOVERED. SCHOOL MENTIONED IN ORIGINAL DESCRIPTION NO LONGER EXISTS.
 HY0766'TRIANGLE HEWN IN STONE ABOVE MARK STILL VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1395 ***********************************************************************
 HW1395  DESIGNATION -  K 16
 HW1395  PID         -  HW1395
 HW1395  STATE/COUNTY-  WV/RANDOLPH
 HW1395  USGS QUAD   -  LANEVILLE (1995)
 HW1395
 HW1395                         *CURRENT SURVEY CONTROL
 HW1395  ___________________________________________________________________
 HW1395* NAD 83(1986)-  38 54 13.     (N)    079 29 22.     (W)     SCALED    
 HW1395* NAVD 88     -       842.176  (meters)    2763.04   (feet)  ADJUSTED  
 HW1395  ___________________________________________________________________
 HW1395  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HW1395  DYNAMIC HT  -         841.560 (meters)    2761.02  (feet)  COMP
 HW1395  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 HW1395
 HW1395  VERT ORDER  -  SECOND    CLASS 0
 HW1395
 HW1395.The horizontal coordinates were scaled from a topographic map and have
 HW1395.an estimated accuracy of +/- 6 seconds.
 HW1395
 HW1395.The orthometric height was determined by differential leveling
 HW1395.and adjusted by the National Geodetic Survey in June 1991..
 HW1395
 HW1395.The geoid height was determined by GEOID03.
 HW1395
 HW1395.The dynamic height is computed by dividing the NAVD 88
 HW1395.geopotential number by the normal gravity value computed on the
 HW1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1395.degrees latitude (g = 980.6199 gals.).
 HW1395
 HW1395.The modeled gravity was interpolated from observed gravity values.
 HW1395
 HW1395;                    North         East    Units  Estimated Accuracy
 HW1395;SPC WV S     -   212,360.      731,030.      MT  (+/- 180 meters Scaled)
 HW1395
 HW1395                          SUPERSEDED SURVEY CONTROL
 HW1395
 HW1395  NGVD 29 (??/??/92)  842.322  (m)         2763.52   (f) ADJ UNCH    2 0
 HW1395
 HW1395.Superseded values are not recommended for survey control.
 HW1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1395.See file dsdata.txt to determine how the superseded data were derived.
 HW1395
 HW1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD309071(NAD 83)
 HW1395_MARKER: DB = BENCH MARK DISK
 HW1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1395_STAMPING: K 16 1934
 HW1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1395+STABILITY: SURFACE MOTION
 HW1395
 HW1395  HISTORY     - Date     Condition        Report By
 HW1395  HISTORY     - 1934     MONUMENTED       CGS
 HW1395
 HW1395                          STATION DESCRIPTION
 HW1395
 HW1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1395'2.2 MI SE FROM HARMAN.
 HW1395'2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM HARMAN, RANDOLPH
 HW1395'COUNTY, 100 YARDS EAST OF A YELLOW STORE, 8 YARDS EAST OF THE
 HW1395'INTERSECTION WITH A MAIN HIGHWAY LEADING NORTH, 16 YARDS NORTH OF
 HW1395'THE CENTERLINE OF THE HIGHWAY, AND 1 YARD HIGHER THAN THE MAIN
 HW1395'HIGHWAY.  A STANDARD DISK, STAMPED K 16 1934 AND SET IN THE TOP
 HW1395'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0756 ***********************************************************************
 HY0756  DESIGNATION -  K 160
 HY0756  PID         -  HY0756
 HY0756  STATE/COUNTY-  WV/WAYNE
 HY0756  USGS QUAD   -  KIAHSVILLE (1975)
 HY0756
 HY0756                         *CURRENT SURVEY CONTROL
 HY0756  ___________________________________________________________________
 HY0756* NAD 83(1986)-  38 02 28.     (N)    082 16 13.     (W)     SCALED    
 HY0756* NAVD 88     -       307.361  (meters)    1008.40   (feet)  ADJUSTED  
 HY0756  ___________________________________________________________________
 HY0756  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HY0756  DYNAMIC HT  -         307.139 (meters)    1007.67  (feet)  COMP
 HY0756  MODELED GRAV-     979,898.3   (mgal)                       NAVD 88
 HY0756
 HY0756  VERT ORDER  -  SECOND    CLASS 0
 HY0756
 HY0756.The horizontal coordinates were scaled from a topographic map and have
 HY0756.an estimated accuracy of +/- 6 seconds.
 HY0756
 HY0756.The orthometric height was determined by differential leveling
 HY0756.and adjusted by the National Geodetic Survey in June 1991..
 HY0756
 HY0756.The geoid height was determined by GEOID03.
 HY0756
 HY0756.The dynamic height is computed by dividing the NAVD 88
 HY0756.geopotential number by the normal gravity value computed on the
 HY0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0756.degrees latitude (g = 980.6199 gals.).
 HY0756
 HY0756.The modeled gravity was interpolated from observed gravity values.
 HY0756
 HY0756;                    North         East    Units  Estimated Accuracy
 HY0756;SPC WV S     -   116,320.      488,500.      MT  (+/- 180 meters Scaled)
 HY0756
 HY0756                          SUPERSEDED SURVEY CONTROL
 HY0756
 HY0756  NGVD 29 (??/??/92)  307.575  (m)         1009.10   (f) ADJ UNCH    2 0
 HY0756
 HY0756.Superseded values are not recommended for survey control.
 HY0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0756.See file dsdata.txt to determine how the superseded data were derived.
 HY0756
 HY0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC885111(NAD 83)
 HY0756_MARKER: DB = BENCH MARK DISK
 HY0756_SETTING: 80 = SET IN A BOULDER
 HY0756_SP_SET: BOULDER
 HY0756_STAMPING: K 160 1957
 HY0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0756+STABILITY: SURFACE MOTION
 HY0756
 HY0756  HISTORY     - Date     Condition        Report By
 HY0756  HISTORY     - 1957     MONUMENTED       CGS
 HY0756
 HY0756                          STATION DESCRIPTION
 HY0756
 HY0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0756'13.2 MI S FROM COVE GAP.
 HY0756'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0756'SCHOOL AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 7.8 MILES
 HY0756'SOUTHEAST ALONG A ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 HY0756'THENCE ABOUT 1.25 MILES EAST ALONG A MOUNTAIN ROAD LEADING INTO
 HY0756'KIAH CREEK, ABOUT 0.9 MILE SOUTHWEST OF JUNCTION OF KIAH CREEK
 HY0756'ROAD, 0.15 MILE SOUTHWEST OF JUNCTION OF A NARROW ROAD SOUTH, ON
 HY0756'THE SOUTHWEST SLOPE OF A GRADE, ON THE OUTSIDE OF A CURVE WITH
 HY0756'TANGENTS EXTENDING SOUTH AND EAST, SOUTHEAST AND ABOVE A HOUSE
 HY0756'WHICH IS IN A VALLEY NORTHWEST OF ROAD, IN THE TOP OF THE WEST
 HY0756'CORNER OF AN EMBEDDED BOULDER ABOUT 35 FEET LONG AND 12 FEET
 HY0756'HIGH (THE NORTHEAST ONE OF TWO SIMILAR BOULDERS), 29 FEET NORTHWEST
 HY0756'OF CENTER LINE OF ROAD, 3 FEET EAST OF WEST CORNER OF BOULDER
 HY0756'AND ABOUT 3 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0291 ***********************************************************************
 GY0291  DESIGNATION -  K 161
 GY0291  PID         -  GY0291
 GY0291  STATE/COUNTY-  WV/MINGO
 GY0291  USGS QUAD   -  BARNABUS (1976)
 GY0291
 GY0291                         *CURRENT SURVEY CONTROL
 GY0291  ___________________________________________________________________
 GY0291* NAD 83(1986)-  37 37 52.     (N)    081 59 59.     (W)     SCALED    
 GY0291* NAVD 88     -       502.128  (meters)    1647.40   (feet)  ADJUSTED  
 GY0291  ___________________________________________________________________
 GY0291  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GY0291  DYNAMIC HT  -         501.731 (meters)    1646.10  (feet)  COMP
 GY0291  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GY0291
 GY0291  VERT ORDER  -  SECOND    CLASS 0
 GY0291
 GY0291.The horizontal coordinates were scaled from a topographic map and have
 GY0291.an estimated accuracy of +/- 6 seconds.
 GY0291
 GY0291.The orthometric height was determined by differential leveling
 GY0291.and adjusted by the National Geodetic Survey in June 1991..
 GY0291
 GY0291.The geoid height was determined by GEOID03.
 GY0291
 GY0291.The dynamic height is computed by dividing the NAVD 88
 GY0291.geopotential number by the normal gravity value computed on the
 GY0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0291.degrees latitude (g = 980.6199 gals.).
 GY0291
 GY0291.The modeled gravity was interpolated from observed gravity values.
 GY0291
 GY0291;                    North         East    Units  Estimated Accuracy
 GY0291;SPC WV S     -    70,520.      511,760.      MT  (+/- 180 meters Scaled)
 GY0291
 GY0291                          SUPERSEDED SURVEY CONTROL
 GY0291
 GY0291  NGVD 29 (??/??/92)  502.328  (m)         1648.05   (f) ADJ UNCH    2 0
 GY0291
 GY0291.Superseded values are not recommended for survey control.
 GY0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0291.See file dsdata.txt to determine how the superseded data were derived.
 GY0291
 GY0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB117653(NAD 83)
 GY0291_MARKER: DB = BENCH MARK DISK
 GY0291_SETTING: 66 = SET IN ROCK OUTCROP
 GY0291_SP_SET: ROCK CLIFF
 GY0291_STAMPING: K 161 1957
 GY0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0291+STABILITY: POSITION/ELEVATION WELL
 GY0291
 GY0291  HISTORY     - Date     Condition        Report By
 GY0291  HISTORY     - 1957     MONUMENTED       CGS
 GY0291
 GY0291                          STATION DESCRIPTION
 GY0291
 GY0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0291'2.6 MI SW FROM MOUNTAIN VIEW.
 GY0291'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAYS 52 AND 119 FROM THEIR
 GY0291'JUNCTION AT MOUNTAIN VIEW, THENCE ABOUT 1.05 MILE SOUTHEAST ALONG
 GY0291'A BLACK TOP ROAD, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG A DIRT
 GY0291'ROAD, ON THE OUTSIDE AND AT THE NORTHWEST END OF A CURVE WITH
 GY0291'TANGENTS EXTENDING NORTHWEST AND SOUTH, NEAR A WHITE FRAME HOUSE
 GY0291'WITH GREEN TRIM, IN THE TOP OF THE NORTHWEST END OF BOTTOM LAYER
 GY0291'OF A ROCK CLIFF, 11 FEET NORTHEAST OF CENTER LINE OF ROAD, 93
 GY0291'FEET NORTHWEST AND ACROSS ROAD FROM THE WEST END OF A 4-FOOT PIPE
 GY0291'CULVERT AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2153 ***********************************************************************
 GX2153  DESIGNATION -  K 162
 GX2153  PID         -  GX2153
 GX2153  STATE/COUNTY-  WV/LOGAN
 GX2153  USGS QUAD   -  MALLORY (1976)
 GX2153
 GX2153                         *CURRENT SURVEY CONTROL
 GX2153  ___________________________________________________________________
 GX2153* NAD 83(1986)-  37 42 19.     (N)    081 51 57.     (W)     SCALED    
 GX2153* NAVD 88     -       230.292  (meters)     755.55   (feet)  ADJUSTED  
 GX2153  ___________________________________________________________________
 GX2153  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GX2153  DYNAMIC HT  -         230.119 (meters)     754.98  (feet)  COMP
 GX2153  MODELED GRAV-     979,869.9   (mgal)                       NAVD 88
 GX2153
 GX2153  VERT ORDER  -  SECOND    CLASS 0
 GX2153
 GX2153.The horizontal coordinates were scaled from a topographic map and have
 GX2153.an estimated accuracy of +/- 6 seconds.
 GX2153
 GX2153.The orthometric height was determined by differential leveling
 GX2153.and adjusted by the National Geodetic Survey in June 1991..
 GX2153
 GX2153.The geoid height was determined by GEOID03.
 GX2153
 GX2153.The dynamic height is computed by dividing the NAVD 88
 GX2153.geopotential number by the normal gravity value computed on the
 GX2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2153.degrees latitude (g = 980.6199 gals.).
 GX2153
 GX2153.The modeled gravity was interpolated from observed gravity values.
 GX2153
 GX2153;                    North         East    Units  Estimated Accuracy
 GX2153;SPC WV S     -    78,630.      523,650.      MT  (+/- 180 meters Scaled)
 GX2153
 GX2153                          SUPERSEDED SURVEY CONTROL
 GX2153
 GX2153  NGVD 29 (??/??/92)  230.502  (m)          756.24   (f) ADJ UNCH    2 0
 GX2153
 GX2153.Superseded values are not recommended for survey control.
 GX2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2153.See file dsdata.txt to determine how the superseded data were derived.
 GX2153
 GX2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB236734(NAD 83)
 GX2153_MARKER: DB = BENCH MARK DISK
 GX2153_SETTING: 66 = SET IN ROCK OUTCROP
 GX2153_SP_SET: ROCK CUT
 GX2153_STAMPING: K 162 1957
 GX2153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2153+STABILITY: POSITION/ELEVATION WELL
 GX2153
 GX2153  HISTORY     - Date     Condition        Report By
 GX2153  HISTORY     - 1957     MONUMENTED       CGS
 GX2153  HISTORY     - 1963     GOOD             AEROS
 GX2153
 GX2153                          STATION DESCRIPTION
 GX2153
 GX2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2153'2 MI S FROM HUFF JUNCTION.
 GX2153'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION
 GX2153'OF STATE HIGHWAY 10 AT HUFF JUNCTION, ALONG THE CHESAPEAKE
 GX2153'AND OHIO RAILWAY, ABOUT 0.3 MILE SOUTH OF MILE POST 818 ON THE
 GX2153'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST,
 GX2153'SET IN THE TOP OF A FLAT LEDGE OF ROCK AT THE BOTTOM OF A ROCK
 GX2153'CUT, 15 FEET EAST OF EAST RAIL, 46 FEET EAST AND ACROSS TRACK
 GX2153'FROM CENTER LINE OF HIGHWAY, 13 FEET SOUTH OF THE FIRST
 GX2153'TELEPHONE POLE SOUTH OF NORTH END OF CUT, 2 FEET EAST OF WEST
 GX2153'EDGE OF LEDGE, 3 FEET WEST OF WEST FACE OF CUT AND 1 FOOT
 GX2153'BELOW LEVEL OF TRACK.
 GX2153
 GX2153                          STATION RECOVERY (1963)
 GX2153
 GX2153'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0858 ***********************************************************************
 KY0858  DESIGNATION -  K 163
 KY0858  PID         -  KY0858
 KY0858  STATE/COUNTY-  WV/OHIO
 KY0858  USGS QUAD   -  WHEELING (1994)
 KY0858
 KY0858                         *CURRENT SURVEY CONTROL
 KY0858  ___________________________________________________________________
 KY0858* NAD 83(1986)-  40 03 09.     (N)    080 37 40.     (W)     SCALED    
 KY0858* NAVD 88     -       225.444  (meters)     739.64   (feet)  ADJUSTED  
 KY0858  ___________________________________________________________________
 KY0858  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY0858  DYNAMIC HT  -         225.318 (meters)     739.23  (feet)  COMP
 KY0858  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 KY0858
 KY0858  VERT ORDER  -  SECOND    CLASS 0
 KY0858
 KY0858.The horizontal coordinates were scaled from a topographic map and have
 KY0858.an estimated accuracy of +/- 6 seconds.
 KY0858
 KY0858.The orthometric height was determined by differential leveling
 KY0858.and adjusted by the National Geodetic Survey in June 1991..
 KY0858
 KY0858.The geoid height was determined by GEOID03.
 KY0858
 KY0858.The dynamic height is computed by dividing the NAVD 88
 KY0858.geopotential number by the normal gravity value computed on the
 KY0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0858.degrees latitude (g = 980.6199 gals.).
 KY0858
 KY0858.The modeled gravity was interpolated from observed gravity values.
 KY0858
 KY0858;                    North         East    Units  Estimated Accuracy
 KY0858;SPC WV N     -   172,960.      503,770.      MT  (+/- 180 meters Scaled)
 KY0858
 KY0858                          SUPERSEDED SURVEY CONTROL
 KY0858
 KY0858  NGVD 29 (??/??/92)  225.595  (m)          740.14   (f) ADJ UNCH    2 0
 KY0858
 KY0858.Superseded values are not recommended for survey control.
 KY0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0858.See file dsdata.txt to determine how the superseded data were derived.
 KY0858
 KY0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE317336(NAD 83)
 KY0858_MARKER: DB = BENCH MARK DISK
 KY0858_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0858_SP_SET: CON BRIDGE
 KY0858_STAMPING: K 163 1960
 KY0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0858
 KY0858  HISTORY     - Date     Condition        Report By
 KY0858  HISTORY     - 1960     MONUMENTED       CGS
 KY0858
 KY0858                          STATION DESCRIPTION
 KY0858
 KY0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0858'1.8 MI E FROM ELM GROVE.
 KY0858'ABOUT 1.75 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0858'THE STATION AT ELM GROVE, AT TRIADELPHIA, AT MILEAGE POLE 60+40,
 KY0858'0.05 MILE EAST OF THE CROSSING OF MONROE STREET, 62 YARDS SOUTH
 KY0858'OF THE CENTER LINE OF U.S. HIGHWAY 40 (NATIONAL ROAD) AND CENTER
 KY0858'OF JUNCTION OF HIGHWAY 40 AND CHAPEL HILL ROAD LEADING NORTH,
 KY0858'45 FEET NORTH OF THE NORTH RAIL OF MAIN TRACK (THREE TRACKS), 22
 KY0858'FEET NORTH OF THE NORTH END OF A SIGNAL BRIDGE (NO NUMBER), 11 FEET
 KY0858'SOUTH OF THE CENTER LINE OF A STREET PARALLEL WITH THE TRACK,
 KY0858'IN TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A 12-FOOT CONCRETE
 KY0858'BRIDGE WITH BANISTERS UNDER THE STREET PARALLEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1437 ***********************************************************************
 HW1437  DESIGNATION -  K 17
 HW1437  PID         -  HW1437
 HW1437  STATE/COUNTY-  WV/PENDLETON
 HW1437  USGS QUAD   -  MOZER (1995)
 HW1437
 HW1437                         *CURRENT SURVEY CONTROL
 HW1437  ___________________________________________________________________
 HW1437* NAD 83(1986)-  38 52 06.     (N)    079 13 01.     (W)     SCALED    
 HW1437* NAVD 88     -       358.333  (meters)    1175.63   (feet)  ADJUSTED  
 HW1437  ___________________________________________________________________
 HW1437  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 HW1437  DYNAMIC HT  -         358.089 (meters)    1174.83  (feet)  COMP
 HW1437  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 HW1437
 HW1437  VERT ORDER  -  SECOND    CLASS 0
 HW1437
 HW1437.The horizontal coordinates were scaled from a topographic map and have
 HW1437.an estimated accuracy of +/- 6 seconds.
 HW1437
 HW1437.The orthometric height was determined by differential leveling
 HW1437.and adjusted by the National Geodetic Survey in June 1991..
 HW1437
 HW1437.The geoid height was determined by GEOID03.
 HW1437
 HW1437.The dynamic height is computed by dividing the NAVD 88
 HW1437.geopotential number by the normal gravity value computed on the
 HW1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1437.degrees latitude (g = 980.6199 gals.).
 HW1437
 HW1437.The modeled gravity was interpolated from observed gravity values.
 HW1437
 HW1437;                    North         East    Units  Estimated Accuracy
 HW1437;SPC WV S     -   208,860.      754,740.      MT  (+/- 180 meters Scaled)
 HW1437
 HW1437                          SUPERSEDED SURVEY CONTROL
 HW1437
 HW1437  NGVD 29 (??/??/92)  358.469  (m)         1176.08   (f) ADJ UNCH    2 0
 HW1437
 HW1437.Superseded values are not recommended for survey control.
 HW1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1437.See file dsdata.txt to determine how the superseded data were derived.
 HW1437
 HW1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD546036(NAD 83)
 HW1437_MARKER: DB = BENCH MARK DISK
 HW1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1437_STAMPING: K 17 1934
 HW1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1437+STABILITY: SURFACE MOTION
 HW1437
 HW1437  HISTORY     - Date     Condition        Report By
 HW1437  HISTORY     - 1934     MONUMENTED       CGS
 HW1437  HISTORY     - 1954     GOOD             NGS
 HW1437
 HW1437                          STATION DESCRIPTION
 HW1437
 HW1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HW1437'10 MI S FROM PETERSBURG.
 HW1437'IN PENDLETON COUNTY, ABOUT 10.0 MILES SOUTH ALONG U.S. HIGHWAY
 HW1437'220 FROM PETERSBURG, GRANT COUNTY, ON THE GRANT-PENDLETON COUNTY
 HW1437'LINE, ABOUT 20 YARDS SOUTH OF A CONCRETE CULVERT, ABOUT 8 YARDS
 HW1437'WEST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT LOWER THAN
 HW1437'THE HIGHWAY.  A STANDARD DISK, STAMPED K 17 1934 AND SET IN THE
 HW1437'TOP OF A CONCRETE POST.  NOTE-- 27 FEET WEST OF CENTERLINE OF
 HW1437'NE-SW HIGHWAY AND ROAD SOUTHEAST, 54 FEET NORTH OF CENTERLINE OF
 HW1437'INTERSECTION OF NORTHEAST-SOUTHWEST HIGHWAY AND PRIVATE LANE
 HW1437'SOUTHEAST, 146 FEET NORTH-NORTHWEST TO NORTHEAST CORNER OF A
 HW1437'SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2234 ***********************************************************************
 HX2234  DESIGNATION -  K 175
 HX2234  PID         -  HX2234
 HX2234  STATE/COUNTY-  WV/BOONE
 HX2234  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2234
 HX2234                         *CURRENT SURVEY CONTROL
 HX2234  ___________________________________________________________________
 HX2234* NAD 83(1986)-  38 06 12.     (N)    081 43 54.     (W)     SCALED    
 HX2234* NAVD 88     -       280.086  (meters)     918.92   (feet)  ADJUSTED  
 HX2234  ___________________________________________________________________
 HX2234  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HX2234  DYNAMIC HT  -         279.882 (meters)     918.25  (feet)  COMP
 HX2234  MODELED GRAV-     979,894.4   (mgal)                       NAVD 88
 HX2234
 HX2234  VERT ORDER  -  SECOND    CLASS 0
 HX2234
 HX2234.The horizontal coordinates were scaled from a topographic map and have
 HX2234.an estimated accuracy of +/- 6 seconds.
 HX2234
 HX2234.The orthometric height was determined by differential leveling
 HX2234.and adjusted by the National Geodetic Survey in June 1991..
 HX2234
 HX2234.The geoid height was determined by GEOID03.
 HX2234
 HX2234.The dynamic height is computed by dividing the NAVD 88
 HX2234.geopotential number by the normal gravity value computed on the
 HX2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2234.degrees latitude (g = 980.6199 gals.).
 HX2234
 HX2234.The modeled gravity was interpolated from observed gravity values.
 HX2234
 HX2234;                    North         East    Units  Estimated Accuracy
 HX2234;SPC WV S     -   122,710.      535,830.      MT  (+/- 180 meters Scaled)
 HX2234
 HX2234                          SUPERSEDED SURVEY CONTROL
 HX2234
 HX2234  NGVD 29 (??/??/92)  280.287  (m)          919.57   (f) ADJ UNCH    2 0
 HX2234
 HX2234.Superseded values are not recommended for survey control.
 HX2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2234.See file dsdata.txt to determine how the superseded data were derived.
 HX2234
 HX2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC358175(NAD 83)
 HX2234_MARKER: DB = BENCH MARK DISK
 HX2234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2234_SP_SET: ABUTMENT
 HX2234_STAMPING: K 175 1958
 HX2234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2234
 HX2234  HISTORY     - Date     Condition        Report By
 HX2234  HISTORY     - 1958     MONUMENTED       CGS
 HX2234
 HX2234                          STATION DESCRIPTION
 HX2234
 HX2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2234'4.4 MI SW FROM PEYTONA.
 HX2234'ABOUT 4.45 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE
 HX2234'CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY AT PEYTONA, 20 FEET
 HX2234'SOUTH OF CENTER LINE OF HIGHWAY, IN TOP OF THE SOUTH END OF THE
 HX2234'EAST ABUTMENT OF A 10-FOOT CONCRETE BRIDGE OVER A CREEK BRANCH,
 HX2234'1/2 FOOT SOUTH OF CONCRETE BANISTER, 0.1 MILE EAST OF DRAWDY
 HX2234'CREEK CHURCH, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2433 ***********************************************************************
 GX2433  DESIGNATION -  K 176
 GX2433  PID         -  GX2433
 GX2433  STATE/COUNTY-  WV/WYOMING
 GX2433  USGS QUAD   -  GILBERT (1977)
 GX2433
 GX2433                         *CURRENT SURVEY CONTROL
 GX2433  ___________________________________________________________________
 GX2433* NAD 83(1986)-  37 33 14.     (N)    081 47 18.     (W)     SCALED    
 GX2433* NAVD 88     -       328.772  (meters)    1078.65   (feet)  ADJUSTED  
 GX2433  ___________________________________________________________________
 GX2433  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX2433  DYNAMIC HT  -         328.517 (meters)    1077.81  (feet)  COMP
 GX2433  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 GX2433
 GX2433  VERT ORDER  -  SECOND    CLASS 0
 GX2433
 GX2433.The horizontal coordinates were scaled from a topographic map and have
 GX2433.an estimated accuracy of +/- 6 seconds.
 GX2433
 GX2433.The orthometric height was determined by differential leveling
 GX2433.and adjusted by the National Geodetic Survey in June 1991..
 GX2433
 GX2433.The geoid height was determined by GEOID03.
 GX2433
 GX2433.The dynamic height is computed by dividing the NAVD 88
 GX2433.geopotential number by the normal gravity value computed on the
 GX2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2433.degrees latitude (g = 980.6199 gals.).
 GX2433
 GX2433.The modeled gravity was interpolated from observed gravity values.
 GX2433
 GX2433;                    North         East    Units  Estimated Accuracy
 GX2433;SPC WV S     -    61,770.      530,340.      MT  (+/- 180 meters Scaled)
 GX2433
 GX2433                          SUPERSEDED SURVEY CONTROL
 GX2433
 GX2433  NGVD 29 (??/??/92)  328.970  (m)         1079.30   (f) ADJ UNCH    2 0
 GX2433
 GX2433.Superseded values are not recommended for survey control.
 GX2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2433.See file dsdata.txt to determine how the superseded data were derived.
 GX2433
 GX2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB303566(NAD 83)
 GX2433_MARKER: DB = BENCH MARK DISK
 GX2433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2433_SP_SET: BRIDGE
 GX2433_STAMPING: K 176 1958
 GX2433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2433
 GX2433  HISTORY     - Date     Condition        Report By
 GX2433  HISTORY     - 1958     MONUMENTED       CGS
 GX2433  HISTORY     - 1963     GOOD             AEROS
 GX2433  HISTORY     - 20030202 MARK NOT FOUND   INDIV
 GX2433
 GX2433                          STATION DESCRIPTION
 GX2433
 GX2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2433'8.1 MI NW FROM IAEGER.
 GX2433'ABOUT 8.1 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE CROSSING
 GX2433'OF THE NORFOLK AND WESTERN RAILWAY AT IAEGER, AT HUFF CONSOLIDATED
 GX2433'SCHOOL, 13 FEET EAST OF CENTER LINE OF HIGHWAY, IN TOP OF THE
 GX2433'EAST END OF THE BRIDGE SEAT OF THE NORTH ABUTMENT OF A 90-FOOT
 GX2433'BRIDGE OVER LITTLE HUFF CREEK, 2 1/2 FEET WEST OF THE EAST END
 GX2433'OF THE ABUTMENT, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GX2433
 GX2433                          STATION RECOVERY (1963)
 GX2433
 GX2433'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2433'RECOVERED IN GOOD CONDITION.
 GX2433
 GX2433                          STATION RECOVERY (2003)
 GX2433
 GX2433'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2433'DESTROYED NEWW BRIDGE DATED 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2444 ***********************************************************************
 GX2444  DESIGNATION -  K 177
 GX2444  PID         -  GX2444
 GX2444  STATE/COUNTY-  WV/WYOMING
 GX2444  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2444
 GX2444                         *CURRENT SURVEY CONTROL
 GX2444  ___________________________________________________________________
 GX2444* NAD 83(1986)-  37 33 11.     (N)    081 38 36.     (W)     SCALED    
 GX2444* NAVD 88     -       412.281  (meters)    1352.63   (feet)  ADJUSTED  
 GX2444  ___________________________________________________________________
 GX2444  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX2444  DYNAMIC HT  -         411.954 (meters)    1351.55  (feet)  COMP
 GX2444  MODELED GRAV-     979,824.8   (mgal)                       NAVD 88
 GX2444
 GX2444  VERT ORDER  -  SECOND    CLASS 0
 GX2444
 GX2444.The horizontal coordinates were scaled from a topographic map and have
 GX2444.an estimated accuracy of +/- 6 seconds.
 GX2444
 GX2444.The orthometric height was determined by differential leveling
 GX2444.and adjusted by the National Geodetic Survey in June 1991..
 GX2444
 GX2444.The geoid height was determined by GEOID03.
 GX2444
 GX2444.The dynamic height is computed by dividing the NAVD 88
 GX2444.geopotential number by the normal gravity value computed on the
 GX2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2444.degrees latitude (g = 980.6199 gals.).
 GX2444
 GX2444.The modeled gravity was interpolated from observed gravity values.
 GX2444
 GX2444;                    North         East    Units  Estimated Accuracy
 GX2444;SPC WV S     -    61,580.      543,150.      MT  (+/- 180 meters Scaled)
 GX2444
 GX2444                          SUPERSEDED SURVEY CONTROL
 GX2444
 GX2444  NGVD 29 (??/??/92)  412.459  (m)         1353.21   (f) ADJ UNCH    2 0
 GX2444
 GX2444.Superseded values are not recommended for survey control.
 GX2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2444.See file dsdata.txt to determine how the superseded data were derived.
 GX2444
 GX2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB431564(NAD 83)
 GX2444_MARKER: DB = BENCH MARK DISK
 GX2444_SETTING: 80 = SET IN A BOULDER
 GX2444_STAMPING: K 177 1958
 GX2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2444+STABILITY: SURFACE MOTION
 GX2444
 GX2444  HISTORY     - Date     Condition        Report By
 GX2444  HISTORY     - 1958     MONUMENTED       CGS
 GX2444  HISTORY     - 1963     GOOD             AEROS
 GX2444
 GX2444                          STATION DESCRIPTION
 GX2444
 GX2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2444'6.7 MI N FROM DAVY.
 GX2444'ABOUT 6.7 MILES NORTH ALONG A BLACK TOP ROAD TO BAILEYSVILLE
 GX2444'FROM THE SCHOOL AT DAVY, ALSO ABOUT 0.85 MILE EAST ALONG A BLACK
 GX2444'TOP ROAD FROM THE BRIDGE OVER GUYANDOT RIVER AT BAILEYSVILLE,
 GX2444'THENCE 3.5 MILES SOUTH ALONG A BLACK TOP ROAD TO DAVY, ON THE
 GX2444'OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 GX2444'SOUTHEAST, IN THE TOP OF A LARGE EMBEDDED BOULDER ABOUT 12-BY
 GX2444'12-FEET AND 4-FOOT HIGH, 20 FEET WEST OF CENTER LINE OF ROAD,
 GX2444'4 1/2 FEET WEST OF THE EAST END OF THE BOULDER, AND ABOUT 3 FEET
 GX2444'ABOVE THE LEVEL OF THE ROAD.
 GX2444
 GX2444                          STATION RECOVERY (1963)
 GX2444
 GX2444'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2457 ***********************************************************************
 GX2457  DESIGNATION -  K 178
 GX2457  PID         -  GX2457
 GX2457  STATE/COUNTY-  WV/WYOMING
 GX2457  USGS QUAD   -  PINEVILLE (1976)
 GX2457
 GX2457                         *CURRENT SURVEY CONTROL
 GX2457  ___________________________________________________________________
 GX2457* NAD 83(1986)-  37 35 40.     (N)    081 36 37.     (W)     SCALED    
 GX2457* NAVD 88     -       395.580  (meters)    1297.83   (feet)  ADJUSTED  
 GX2457  ___________________________________________________________________
 GX2457  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX2457  DYNAMIC HT  -         395.266 (meters)    1296.80  (feet)  COMP
 GX2457  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 GX2457
 GX2457  VERT ORDER  -  SECOND    CLASS 0
 GX2457
 GX2457.The horizontal coordinates were scaled from a topographic map and have
 GX2457.an estimated accuracy of +/- 6 seconds.
 GX2457
 GX2457.The orthometric height was determined by differential leveling
 GX2457.and adjusted by the National Geodetic Survey in June 1991..
 GX2457
 GX2457.The geoid height was determined by GEOID03.
 GX2457
 GX2457.The dynamic height is computed by dividing the NAVD 88
 GX2457.geopotential number by the normal gravity value computed on the
 GX2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2457.degrees latitude (g = 980.6199 gals.).
 GX2457
 GX2457.The modeled gravity was interpolated from observed gravity values.
 GX2457
 GX2457;                    North         East    Units  Estimated Accuracy
 GX2457;SPC WV S     -    66,150.      546,110.      MT  (+/- 180 meters Scaled)
 GX2457
 GX2457                          SUPERSEDED SURVEY CONTROL
 GX2457
 GX2457  NGVD 29 (??/??/92)  395.755  (m)         1298.41   (f) ADJ UNCH    2 0
 GX2457
 GX2457.Superseded values are not recommended for survey control.
 GX2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2457.See file dsdata.txt to determine how the superseded data were derived.
 GX2457
 GX2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB461609(NAD 83)
 GX2457_MARKER: DB = BENCH MARK DISK
 GX2457_SETTING: 66 = SET IN ROCK OUTCROP
 GX2457_SP_SET: CUT
 GX2457_STAMPING: K 178 1958
 GX2457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2457+STABILITY: POSITION/ELEVATION WELL
 GX2457
 GX2457  HISTORY     - Date     Condition        Report By
 GX2457  HISTORY     - 1958     MONUMENTED       CGS
 GX2457  HISTORY     - 1963     GOOD             AEROS
 GX2457
 GX2457                          STATION DESCRIPTION
 GX2457
 GX2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2457'7.6 MI W FROM PINEVILLE.
 GX2457'ABOUT 7.6 MILES WEST ALONG A BLACK TOP ROAD TO BAILEYSVILLE
 GX2457'FROM THE COURTHOUSE AT PINEVILLE, ABOUT 6.05 MILES EAST ALONG A
 GX2457'BLACK TOP ROAD TO PINEVILLE FROM A BRIDGE OVER THE GUYANDOT RIVER
 GX2457'AT BAILEYSVILLE, 0.5 MILE SOUTHWEST OF A SIDE ROAD LEADING
 GX2457'NORTHEAST, ON THE INSIDE OF A SHARP CURVE WITH TANGENTS
 GX2457'EXTENDING NORTH AND EAST, AT THE JUNCTION OF A NARROW ROAD LEADING
 GX2457'SOUTHWEST ALONG THE NORTHWEST SIDE OF A SMALL CHURCH, 22 FEET
 GX2457'EAST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE
 GX2457'NORTHWEST FACE OF A ROCK CUT, AND ABOUT 3 1/2 FEET ABOVE THE
 GX2457'LEVEL OF THE ROAD.
 GX2457
 GX2457                          STATION RECOVERY (1963)
 GX2457
 GX2457'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1898 ***********************************************************************
 GX1898  DESIGNATION -  K 179
 GX1898  PID         -  GX1898
 GX1898  STATE/COUNTY-  WV/MCDOWELL
 GX1898  USGS QUAD   -  WAR (1977)
 GX1898
 GX1898                         *CURRENT SURVEY CONTROL
 GX1898  ___________________________________________________________________
 GX1898* NAD 83(1986)-  37 20 34.     (N)    081 44 23.     (W)     SCALED    
 GX1898* NAVD 88     -       384.161  (meters)    1260.37   (feet)  ADJUSTED  
 GX1898  ___________________________________________________________________
 GX1898  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1898  DYNAMIC HT  -         383.841 (meters)    1259.32  (feet)  COMP
 GX1898  MODELED GRAV-     979,787.2   (mgal)                       NAVD 88
 GX1898
 GX1898  VERT ORDER  -  SECOND    CLASS 0
 GX1898
 GX1898.The horizontal coordinates were scaled from a topographic map and have
 GX1898.an estimated accuracy of +/- 6 seconds.
 GX1898
 GX1898.The orthometric height was determined by differential leveling
 GX1898.and adjusted by the National Geodetic Survey in June 1991..
 GX1898
 GX1898.The geoid height was determined by GEOID03.
 GX1898
 GX1898.The dynamic height is computed by dividing the NAVD 88
 GX1898.geopotential number by the normal gravity value computed on the
 GX1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1898.degrees latitude (g = 980.6199 gals.).
 GX1898
 GX1898.The modeled gravity was interpolated from observed gravity values.
 GX1898
 GX1898;                    North         East    Units  Estimated Accuracy
 GX1898;SPC WV S     -    38,310.      534,450.      MT  (+/- 180 meters Scaled)
 GX1898
 GX1898                          SUPERSEDED SURVEY CONTROL
 GX1898
 GX1898  NGVD 29 (??/??/92)  384.328  (m)         1260.92   (f) ADJ UNCH    2 0
 GX1898
 GX1898.Superseded values are not recommended for survey control.
 GX1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1898.See file dsdata.txt to determine how the superseded data were derived.
 GX1898
 GX1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB344331(NAD 83)
 GX1898_MARKER: DB = BENCH MARK DISK
 GX1898_SETTING: 66 = SET IN ROCK OUTCROP
 GX1898_SP_SET: SET IN ROCK OUTCROP
 GX1898_STAMPING: K 179 1958
 GX1898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1898+STABILITY: POSITION/ELEVATION WELL
 GX1898
 GX1898  HISTORY     - Date     Condition        Report By
 GX1898  HISTORY     - 1958     MONUMENTED       CGS
 GX1898
 GX1898                          STATION DESCRIPTION
 GX1898
 GX1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1898'1.9 MI NW FROM ENGLISH.
 GX1898'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE NORFOLK
 GX1898'AND WESTERN RAILWAY STATION AT ENGLISH, ABOUT 104 YARDS NORTHWEST
 GX1898'AND ACROSS THE HIGHWAY FROM THE WEST CORNER OF A 75-FOOT STEEL
 GX1898'BRIDGE OVER DRY FORK UNDER THE DRIVE NORTHEAST TO ISLAND CREEK
 GX1898'COAL CO. MINE NO. 1, ON THE INSIDE AND AT THE NORTHWEST END
 GX1898'OF A CURVE WITH TANGENTS EXTENDING NORTHWEST AND SOUTH, SET
 GX1898'VERTICALLY IN THE NORTHEAST FACE OF A ROCK CUT, 20 FEET SOUTHWEST
 GX1898'OF CENTER LINE OF HIGHWAY, 48 FEET NORTHWEST OF THE SOUTHEAST
 GX1898'END OF THE ROCK, 1 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH
 GX1898'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0336 ***********************************************************************
 JW0336  DESIGNATION -  K 18
 JW0336  PID         -  JW0336
 JW0336  STATE/COUNTY-  WV/MINERAL
 JW0336  USGS QUAD   -  BURLINGTON (1979)
 JW0336
 JW0336                         *CURRENT SURVEY CONTROL
 JW0336  ___________________________________________________________________
 JW0336* NAD 83(1986)-  39 20 07.     (N)    078 57 20.     (W)     SCALED    
 JW0336* NAVD 88     -       261.231  (meters)     857.06   (feet)  ADJUSTED  
 JW0336  ___________________________________________________________________
 JW0336  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JW0336  DYNAMIC HT  -         261.073 (meters)     856.54  (feet)  COMP
 JW0336  MODELED GRAV-     980,015.6   (mgal)                       NAVD 88
 JW0336
 JW0336  VERT ORDER  -  SECOND    CLASS 0
 JW0336
 JW0336.The horizontal coordinates were scaled from a topographic map and have
 JW0336.an estimated accuracy of +/- 6 seconds.
 JW0336
 JW0336.The orthometric height was determined by differential leveling
 JW0336.and adjusted by the National Geodetic Survey in June 1991..
 JW0336
 JW0336.The geoid height was determined by GEOID03.
 JW0336
 JW0336.The dynamic height is computed by dividing the NAVD 88
 JW0336.geopotential number by the normal gravity value computed on the
 JW0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0336.degrees latitude (g = 980.6199 gals.).
 JW0336
 JW0336.The modeled gravity was interpolated from observed gravity values.
 JW0336
 JW0336;                    North         East    Units  Estimated Accuracy
 JW0336;SPC WV N     -    92,870.      646,940.      MT  (+/- 180 meters Scaled)
 JW0336
 JW0336                          SUPERSEDED SURVEY CONTROL
 JW0336
 JW0336  NGVD 29 (??/??/92)  261.410  (m)          857.64   (f) ADJ UNCH    2 0
 JW0336
 JW0336.Superseded values are not recommended for survey control.
 JW0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0336.See file dsdata.txt to determine how the superseded data were derived.
 JW0336
 JW0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD762559(NAD 83)
 JW0336_MARKER: DB = BENCH MARK DISK
 JW0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0336_STAMPING: K 18 1934
 JW0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0336+STABILITY: SURFACE MOTION
 JW0336
 JW0336  HISTORY     - Date     Condition        Report By
 JW0336  HISTORY     - 1934     MONUMENTED       CGS
 JW0336
 JW0336                          STATION DESCRIPTION
 JW0336
 JW0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0336'2.2 MI W FROM BURLINGTON.
 JW0336'2.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE HOMESTEAD HOTEL
 JW0336'AT BURLINGTON, MINERAL COUNTY, 60 YARDS WEST OF THE BARN ON THE
 JW0336'ELM FARM OF E.A. BLAKEY, 30 YARDS WEST OF POLE 377, 8 YARDS SOUTH
 JW0336'OF THE CENTERLINE OF THE HIGHWAY, 1 YARD NORTH OF A PLANK FENCE
 JW0336'LINE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED K 18
 JW0336'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2146 ***********************************************************************
 GX2146  DESIGNATION -  K 180
 GX2146  PID         -  GX2146
 GX2146  STATE/COUNTY-  WV/WYOMING
 GX2146  USGS QUAD   -  MATHENY (1976)
 GX2146
 GX2146                         *CURRENT SURVEY CONTROL
 GX2146  ___________________________________________________________________
 GX2146* NAD 83(1986)-  37 44 29.     (N)    081 34 39.     (W)     SCALED    
 GX2146* NAVD 88     -       479.038  (meters)    1571.64   (feet)  ADJUSTED  
 GX2146  ___________________________________________________________________
 GX2146  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX2146  DYNAMIC HT  -         478.655 (meters)    1570.39  (feet)  COMP
 GX2146  MODELED GRAV-     979,815.3   (mgal)                       NAVD 88
 GX2146
 GX2146  VERT ORDER  -  SECOND    CLASS 0
 GX2146
 GX2146.The horizontal coordinates were scaled from a topographic map and have
 GX2146.an estimated accuracy of +/- 6 seconds.
 GX2146
 GX2146.The orthometric height was determined by differential leveling
 GX2146.and adjusted by the National Geodetic Survey in June 1991..
 GX2146
 GX2146.The geoid height was determined by GEOID03.
 GX2146
 GX2146.The dynamic height is computed by dividing the NAVD 88
 GX2146.geopotential number by the normal gravity value computed on the
 GX2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2146.degrees latitude (g = 980.6199 gals.).
 GX2146
 GX2146.The modeled gravity was interpolated from observed gravity values.
 GX2146
 GX2146;                    North         East    Units  Estimated Accuracy
 GX2146;SPC WV S     -    82,440.      549,100.      MT  (+/- 180 meters Scaled)
 GX2146
 GX2146                          SUPERSEDED SURVEY CONTROL
 GX2146
 GX2146  NGVD 29 (??/??/92)  479.193  (m)         1572.15   (f) ADJ UNCH    2 0
 GX2146
 GX2146.Superseded values are not recommended for survey control.
 GX2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2146.See file dsdata.txt to determine how the superseded data were derived.
 GX2146
 GX2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB491772(NAD 83)
 GX2146_MARKER: DB = BENCH MARK DISK
 GX2146_SETTING: 66 = SET IN ROCK OUTCROP
 GX2146_SP_SET: ROCK BLUFF
 GX2146_STAMPING: K 180 1958
 GX2146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2146+STABILITY: POSITION/ELEVATION WELL
 GX2146
 GX2146  HISTORY     - Date     Condition        Report By
 GX2146  HISTORY     - 1958     MONUMENTED       CGS
 GX2146
 GX2146                          STATION DESCRIPTION
 GX2146
 GX2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2146'AT KOPPERSTON.
 GX2146'AT KOPPERSTON, ABOUT 170 YARDS SOUTHWEST OF THE WEST CORNER OF THE
 GX2146'SCHOOL, SET VERTICALLY IN THE SOUTHEAST FACE OF A HUGE ROCK
 GX2146'BLUFF WHICH IS ACROSS A FIELD ON THE NORTHWEST SIDE OF THE ROAD,
 GX2146'2 FEET ABOVE THE GROUND, 192 FEET NORTHWEST OF CENTER LINE OF
 GX2146'ROAD, 195 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK, AND
 GX2146'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1216 ***********************************************************************
 GX1216  DESIGNATION -  K 181
 GX1216  PID         -  GX1216
 GX1216  STATE/COUNTY-  WV/WYOMING
 GX1216  USGS QUAD   -  MULLENS (1976)
 GX1216
 GX1216                         *CURRENT SURVEY CONTROL
 GX1216  ___________________________________________________________________
 GX1216* NAD 83(1986)-  37 37 09.     (N)    081 22 48.     (W)     SCALED    
 GX1216* NAVD 88     -       547.541  (meters)    1796.39   (feet)  ADJUSTED  
 GX1216  ___________________________________________________________________
 GX1216  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX1216  DYNAMIC HT  -         547.099 (meters)    1794.94  (feet)  COMP
 GX1216  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GX1216
 GX1216  VERT ORDER  -  SECOND    CLASS 0
 GX1216
 GX1216.The horizontal coordinates were scaled from a topographic map and have
 GX1216.an estimated accuracy of +/- 6 seconds.
 GX1216
 GX1216.The orthometric height was determined by differential leveling
 GX1216.and adjusted by the National Geodetic Survey in June 1991..
 GX1216
 GX1216.The geoid height was determined by GEOID03.
 GX1216
 GX1216.The dynamic height is computed by dividing the NAVD 88
 GX1216.geopotential number by the normal gravity value computed on the
 GX1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1216.degrees latitude (g = 980.6199 gals.).
 GX1216
 GX1216.The modeled gravity was interpolated from observed gravity values.
 GX1216
 GX1216;                    North         East    Units  Estimated Accuracy
 GX1216;SPC WV S     -    68,790.      566,450.      MT  (+/- 180 meters Scaled)
 GX1216
 GX1216                          SUPERSEDED SURVEY CONTROL
 GX1216
 GX1216  NGVD 29 (??/??/92)  547.705  (m)         1796.93   (f) ADJ UNCH    2 0
 GX1216
 GX1216.Superseded values are not recommended for survey control.
 GX1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1216.See file dsdata.txt to determine how the superseded data were derived.
 GX1216
 GX1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB664636(NAD 83)
 GX1216_MARKER: DB = BENCH MARK DISK
 GX1216_SETTING: 66 = SET IN ROCK OUTCROP
 GX1216_SP_SET: ROCK CUT
 GX1216_STAMPING: K 181 1958
 GX1216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1216+STABILITY: POSITION/ELEVATION WELL
 GX1216
 GX1216  HISTORY     - Date     Condition        Report By
 GX1216  HISTORY     - 1958     MONUMENTED       CGS
 GX1216  HISTORY     - 20030202 POOR             INDIV
 GX1216
 GX1216                          STATION DESCRIPTION
 GX1216
 GX1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1216'2 MI SE FROM MABEN.
 GX1216'ABOUT 2.0 MILES SOUTHEAST ALONG A BLACK TOP ROAD TO MULLENS FROM
 GX1216'THE POST OFFICE AT MABEN, 0.95 MILE NORTHWEST OF A Y ROAD, ON
 GX1216'THE SOUTHEAST SLOPE OF A LONG CROOKED GRADE, BETWEEN CURVES WITH
 GX1216'TANGENTS EXTENDING SOUTH AND WEST AND NORTH AND EAST, SET
 GX1216'VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, 17 FEET NORTH OF
 GX1216'CENTER LINE OF ROAD, 117 FEET WEST OF THE NORTHEAST END OF A
 GX1216'36-INCH PIPE CULVERT IN A RAVINE ALSO IN THE CENTER OF THE
 GX1216'SOUTH-WEST CURVE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 GX1216
 GX1216                          STATION RECOVERY (2003)
 GX1216
 GX1216'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX1216'FOUND STEM OF DISK PROTRUDING FROM ROCK DISK GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1343 ***********************************************************************
 GX1343  DESIGNATION -  K 182
 GX1343  PID         -  GX1343
 GX1343  STATE/COUNTY-  WV/MCDOWELL
 GX1343  USGS QUAD   -  ANAWALT (1977)
 GX1343
 GX1343                         *CURRENT SURVEY CONTROL
 GX1343  ___________________________________________________________________
 GX1343* NAD 83(1986)-  37 20 44.     (N)    081 26 35.     (W)     SCALED    
 GX1343* NAVD 88     -       514.240  (meters)    1687.14   (feet)  ADJUSTED  
 GX1343  ___________________________________________________________________
 GX1343  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GX1343  DYNAMIC HT  -         513.794 (meters)    1685.67  (feet)  COMP
 GX1343  MODELED GRAV-     979,747.8   (mgal)                       NAVD 88
 GX1343
 GX1343  VERT ORDER  -  SECOND    CLASS 0
 GX1343
 GX1343.The horizontal coordinates were scaled from a topographic map and have
 GX1343.an estimated accuracy of +/- 6 seconds.
 GX1343
 GX1343.The orthometric height was determined by differential leveling
 GX1343.and adjusted by the National Geodetic Survey in June 1991..
 GX1343
 GX1343.The geoid height was determined by GEOID03.
 GX1343
 GX1343.The dynamic height is computed by dividing the NAVD 88
 GX1343.geopotential number by the normal gravity value computed on the
 GX1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1343.degrees latitude (g = 980.6199 gals.).
 GX1343
 GX1343.The modeled gravity was interpolated from observed gravity values.
 GX1343
 GX1343;                    North         East    Units  Estimated Accuracy
 GX1343;SPC WV S     -    38,450.      560,740.      MT  (+/- 180 meters Scaled)
 GX1343
 GX1343                          SUPERSEDED SURVEY CONTROL
 GX1343
 GX1343  NGVD 29 (??/??/92)  514.372  (m)         1687.57   (f) ADJ UNCH    2 0
 GX1343
 GX1343.Superseded values are not recommended for survey control.
 GX1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1343.See file dsdata.txt to determine how the superseded data were derived.
 GX1343
 GX1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB607332(NAD 83)
 GX1343_MARKER: DB = BENCH MARK DISK
 GX1343_SETTING: 66 = SET IN ROCK OUTCROP
 GX1343_SP_SET: ROCK CUT
 GX1343_STAMPING: K 182 1958
 GX1343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1343+STABILITY: POSITION/ELEVATION WELL
 GX1343
 GX1343  HISTORY     - Date     Condition        Report By
 GX1343  HISTORY     - 1958     MONUMENTED       CGS
 GX1343
 GX1343                          STATION DESCRIPTION
 GX1343
 GX1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1343'1.1 MI NW FROM ANAWALT.
 GX1343'ABOUT 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 85 FROM THE POST
 GX1343'OFFICE AT ANAWALT, 0.95 MILE SOUTHEAST OF THE JUNCTION OF A ROAD
 GX1343'LEADING NORTHEAST TO ELKHORN, SET VERTICALLY IN THE SOUTH FACE OF
 GX1343'A ROCK CUT, 14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 49
 GX1343'FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER
 GX1343'OF A SMALL STORE BUILDING, 15 FEET WEST OF THE EAST END OF THE CUT,
 GX1343'AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1179 ***********************************************************************
 GX1179  DESIGNATION -  K 183
 GX1179  PID         -  GX1179
 GX1179  STATE/COUNTY-  WV/RALEIGH
 GX1179  USGS QUAD   -  ECCLES (1989)
 GX1179
 GX1179                         *CURRENT SURVEY CONTROL
 GX1179  ___________________________________________________________________
 GX1179* NAD 83(1986)-  37 45 48.     (N)    081 19 01.     (W)     SCALED    
 GX1179* NAVD 88     -       607.183  (meters)    1992.07   (feet)  ADJUSTED  
 GX1179  ___________________________________________________________________
 GX1179  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX1179  DYNAMIC HT  -         606.692 (meters)    1990.46  (feet)  COMP
 GX1179  MODELED GRAV-     979,800.7   (mgal)                       NAVD 88
 GX1179
 GX1179  VERT ORDER  -  SECOND    CLASS 0
 GX1179
 GX1179.The horizontal coordinates were scaled from a topographic map and have
 GX1179.an estimated accuracy of +/- 6 seconds.
 GX1179
 GX1179.The orthometric height was determined by differential leveling
 GX1179.and adjusted by the National Geodetic Survey in June 1991..
 GX1179
 GX1179.The geoid height was determined by GEOID03.
 GX1179
 GX1179.The dynamic height is computed by dividing the NAVD 88
 GX1179.geopotential number by the normal gravity value computed on the
 GX1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1179.degrees latitude (g = 980.6199 gals.).
 GX1179
 GX1179.The modeled gravity was interpolated from observed gravity values.
 GX1179
 GX1179;                    North         East    Units  Estimated Accuracy
 GX1179;SPC WV S     -    84,770.      572,070.      MT  (+/- 180 meters Scaled)
 GX1179
 GX1179                          SUPERSEDED SURVEY CONTROL
 GX1179
 GX1179  NGVD 29 (??/??/92)  607.347  (m)         1992.60   (f) ADJ UNCH    2 0
 GX1179
 GX1179.Superseded values are not recommended for survey control.
 GX1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1179.See file dsdata.txt to determine how the superseded data were derived.
 GX1179
 GX1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB720796(NAD 83)
 GX1179_MARKER: DB = BENCH MARK DISK
 GX1179_SETTING: 80 = SET IN A BOULDER
 GX1179_SP_SET: BOULDER
 GX1179_STAMPING: K 183 1958
 GX1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1179+STABILITY: SURFACE MOTION
 GX1179
 GX1179  HISTORY     - Date     Condition        Report By
 GX1179  HISTORY     - 1958     MONUMENTED       CGS
 GX1179  HISTORY     - 1960     GOOD             NGS
 GX1179
 GX1179                          STATION DESCRIPTION
 GX1179
 GX1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1179'0.5 MI S FROM SURVEYOR.
 GX1179'ABOUT 0.5 MILE SOUTH ALONG A BLACK TOP ROAD TO LESTER FROM TRAP
 GX1179'HILL HIGH SCHOOL AT SURVEYOR, 0.1 MILE SOUTH OF THE CHESAPEAKE AND
 GX1179'OHIO RAILWAY STATION, ON THE INSIDE OF A SHORT CURVE WITH TANGENTS
 GX1179'EXTENDING NORTH AND EAST, ON THE NORTHWEST SLOPE OF A CROOKED
 GX1179'HILL, IN THE TOP OF A BOULDER 100 FEET LONG AND 4 FEET HIGH, 26
 GX1179'FEET EAST OF CENTER LINE OF ROAD, 45 FEET NORTH OF THE SOUTH END
 GX1179'OF THE BOULDER, 5 FEET EAST OF THE WEST EDGE OF THE BOULDER, AND
 GX1179'ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 GX1179
 GX1179                          STATION RECOVERY (1960)
 GX1179
 GX1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GX1179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2043 ***********************************************************************
 GX2043  DESIGNATION -  K 184
 GX2043  PID         -  GX2043
 GX2043  STATE/COUNTY-  WV/MCDOWELL
 GX2043  USGS QUAD   -  GARY (1977)
 GX2043
 GX2043                         *CURRENT SURVEY CONTROL
 GX2043  ___________________________________________________________________
 GX2043* NAD 83(1986)-  37 18 36.     (N)    081 32 25.     (W)     SCALED    
 GX2043* NAVD 88     -       601.380  (meters)    1973.03   (feet)  ADJUSTED  
 GX2043  ___________________________________________________________________
 GX2043  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GX2043  DYNAMIC HT  -         600.870 (meters)    1971.35  (feet)  COMP
 GX2043  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 GX2043
 GX2043  VERT ORDER  -  SECOND    CLASS 0
 GX2043
 GX2043.The horizontal coordinates were scaled from a topographic map and have
 GX2043.an estimated accuracy of +/- 6 seconds.
 GX2043
 GX2043.The orthometric height was determined by differential leveling
 GX2043.and adjusted by the National Geodetic Survey in June 1991..
 GX2043
 GX2043.The geoid height was determined by GEOID03.
 GX2043
 GX2043.The dynamic height is computed by dividing the NAVD 88
 GX2043.geopotential number by the normal gravity value computed on the
 GX2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2043.degrees latitude (g = 980.6199 gals.).
 GX2043
 GX2043.The modeled gravity was interpolated from observed gravity values.
 GX2043
 GX2043;                    North         East    Units  Estimated Accuracy
 GX2043;SPC WV S     -    34,550.      552,100.      MT  (+/- 180 meters Scaled)
 GX2043
 GX2043                          SUPERSEDED SURVEY CONTROL
 GX2043
 GX2043  NGVD 29 (??/??/92)  601.528  (m)         1973.51   (f) ADJ UNCH    2 0
 GX2043
 GX2043.Superseded values are not recommended for survey control.
 GX2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2043.See file dsdata.txt to determine how the superseded data were derived.
 GX2043
 GX2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB521293(NAD 83)
 GX2043_MARKER: DB = BENCH MARK DISK
 GX2043_SETTING: 66 = SET IN ROCK OUTCROP
 GX2043_SP_SET: CUT
 GX2043_STAMPING: K 184 1958
 GX2043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2043+STABILITY: POSITION/ELEVATION WELL
 GX2043
 GX2043  HISTORY     - Date     Condition        Report By
 GX2043  HISTORY     - 1958     MONUMENTED       CGS
 GX2043
 GX2043                          STATION DESCRIPTION
 GX2043
 GX2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2043'0.7 MI SE FROM FILBERT.
 GX2043'0.7 MILE SOUTHEAST ALONG A MOUNTAIN ROAD FROM A MINE RAILROAD
 GX2043'OVERPASS AT FILBERT, 1.2 MILES SOUTHEAST OF THE POST OFFICE, AT
 GX2043'A POWER LINE CROSSING, ON THE INSIDE OF A LONG CURVE WITH TANGENTS
 GX2043'EXTENDING NORTHEAST AND SOUTHEAST, SET VERTICALLY IN THE WEST FACE
 GX2043'OF A LARGE ROCK CUT, 21 FEET EAST OF THE CENTER LINE OF THE
 GX2043'ROAD, 55 FEET EAST-NORTHEAST AND ACROSS THE ROAD FROM THE FIRST
 GX2043'POWER LINE POLE NORTHWEST OF THE ROAD, AND ABOUT 4 FEET ABOVE THE
 GX2043'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2250 ***********************************************************************
 HX2250  DESIGNATION -  K 185
 HX2250  PID         -  HX2250
 HX2250  STATE/COUNTY-  WV/BOONE
 HX2250  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2250
 HX2250                         *CURRENT SURVEY CONTROL
 HX2250  ___________________________________________________________________
 HX2250* NAD 83(1986)-  38 00 04.     (N)    081 44 23.     (W)     SCALED    
 HX2250* NAVD 88     -       243.511  (meters)     798.92   (feet)  ADJUSTED  
 HX2250  ___________________________________________________________________
 HX2250  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 HX2250  DYNAMIC HT  -         243.332 (meters)     798.33  (feet)  COMP
 HX2250  MODELED GRAV-     979,889.2   (mgal)                       NAVD 88
 HX2250
 HX2250  VERT ORDER  -  SECOND    CLASS 0
 HX2250
 HX2250.The horizontal coordinates were scaled from a topographic map and have
 HX2250.an estimated accuracy of +/- 6 seconds.
 HX2250
 HX2250.The orthometric height was determined by differential leveling
 HX2250.and adjusted by the National Geodetic Survey in June 1991..
 HX2250
 HX2250.The geoid height was determined by GEOID03.
 HX2250
 HX2250.The dynamic height is computed by dividing the NAVD 88
 HX2250.geopotential number by the normal gravity value computed on the
 HX2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2250.degrees latitude (g = 980.6199 gals.).
 HX2250
 HX2250.The modeled gravity was interpolated from observed gravity values.
 HX2250
 HX2250;                    North         East    Units  Estimated Accuracy
 HX2250;SPC WV S     -   111,370.      535,040.      MT  (+/- 180 meters Scaled)
 HX2250
 HX2250                          SUPERSEDED SURVEY CONTROL
 HX2250
 HX2250  NGVD 29 (??/??/92)  243.716  (m)          799.59   (f) ADJ UNCH    2 0
 HX2250
 HX2250.Superseded values are not recommended for survey control.
 HX2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2250.See file dsdata.txt to determine how the superseded data were derived.
 HX2250
 HX2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC350061(NAD 83)
 HX2250_MARKER: DB = BENCH MARK DISK
 HX2250_SETTING: 66 = SET IN ROCK OUTCROP
 HX2250_SP_SET: ROCK CUT
 HX2250_STAMPING: K 185 1958
 HX2250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2250+STABILITY: POSITION/ELEVATION WELL
 HX2250
 HX2250  HISTORY     - Date     Condition        Report By
 HX2250  HISTORY     - 1958     MONUMENTED       CGS
 HX2250  HISTORY     - 1973     GOOD             LOCENG
 HX2250
 HX2250                          STATION DESCRIPTION
 HX2250
 HX2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2250'3.7 MI NW FROM VAN.
 HX2250'ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 79 FROM THE
 HX2250'JUNCTION OF STATE HIGHWAY 78 AT VAN, 80 YARDS NORTHEAST OF THE
 HX2250'JUNCTION OF A TRAIL LEADING SOUTHEAST INTO A HOLLOW AND A DRIVE
 HX2250'LEADING NORTHWEST AND DOWNHILL TO A HOUSE, SET VERTICALLY IN
 HX2250'THE WEST-NORTHWEST WEDGE SHAPED 1 1/2-FOOT HIGH AND 3-FOOT WIDE
 HX2250'FACE OF ROCK NEAR THE BOTTOM OF A 20-FOOT HIGH ROCK CUT, 4 1/2
 HX2250'FEET ABOVE THE BOTTOM OF DITCH, 23 FEET EAST-SOUTHEAST OF
 HX2250'CENTER LINE OF HIGHWAY, 93 FEET NORTH-NORTHEAST OF POWER LINE
 HX2250'POLE 571-B 14, 18 YARDS NORTH-NORTHEAST OF THE SOUTH-SOUTHWEST
 HX2250'END OF CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX2250
 HX2250                          STATION RECOVERY (1973)
 HX2250
 HX2250'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2317 ***********************************************************************
 GX2317  DESIGNATION -  K 186
 GX2317  PID         -  GX2317
 GX2317  STATE/COUNTY-  WV/BOONE
 GX2317  USGS QUAD   -  WHARTON (1988)
 GX2317
 GX2317                         *CURRENT SURVEY CONTROL
 GX2317  ___________________________________________________________________
 GX2317* NAD 83(1986)-  37 59 21.     (N)    081 41 23.     (W)     SCALED    
 GX2317* NAVD 88     -       279.500  (meters)     916.99   (feet)  ADJUSTED  
 GX2317  ___________________________________________________________________
 GX2317  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GX2317  DYNAMIC HT  -         279.293 (meters)     916.31  (feet)  COMP
 GX2317  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 GX2317
 GX2317  VERT ORDER  -  SECOND    CLASS 0
 GX2317
 GX2317.The horizontal coordinates were scaled from a topographic map and have
 GX2317.an estimated accuracy of +/- 6 seconds.
 GX2317
 GX2317.The orthometric height was determined by differential leveling
 GX2317.and adjusted by the National Geodetic Survey in June 1991..
 GX2317
 GX2317.The geoid height was determined by GEOID03.
 GX2317
 GX2317.The dynamic height is computed by dividing the NAVD 88
 GX2317.geopotential number by the normal gravity value computed on the
 GX2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2317.degrees latitude (g = 980.6199 gals.).
 GX2317
 GX2317.The modeled gravity was interpolated from observed gravity values.
 GX2317
 GX2317;                    North         East    Units  Estimated Accuracy
 GX2317;SPC WV S     -   110,010.      539,420.      MT  (+/- 180 meters Scaled)
 GX2317
 GX2317                          SUPERSEDED SURVEY CONTROL
 GX2317
 GX2317  NGVD 29 (??/??/92)  279.700  (m)          917.65   (f) ADJ UNCH    2 0
 GX2317
 GX2317.Superseded values are not recommended for survey control.
 GX2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2317.See file dsdata.txt to determine how the superseded data were derived.
 GX2317
 GX2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC394048(NAD 83)
 GX2317_MARKER: DB = BENCH MARK DISK
 GX2317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2317_SP_SET: BRIDGE
 GX2317_STAMPING: K 186 1958
 GX2317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2317
 GX2317  HISTORY     - Date     Condition        Report By
 GX2317  HISTORY     - 1958     MONUMENTED       CGS
 GX2317
 GX2317                          STATION DESCRIPTION
 GX2317
 GX2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2317'2.2 MI NE FROM VAN.
 GX2317'ABOUT 0.95 MILE EAST AND NORTH ALONG STATE HIGHWAY 78 FROM THE
 GX2317'JUNCTION OF STATE HIGHWAY 79 AT VAN, THENCE 1.25 MILES NORTHEAST
 GX2317'ALONG A BLACK TOP ROAD ALONG WHITES BRANCH TO WILLIAMS, 0.15
 GX2317'MILE EAST OF A SCHOOLHOUSE, 11 FEET NORTH OF THE CENTER LINE
 GX2317'OF THE ROAD, IN THE TOP AND 3 1/2 FEET EAST OF THE WEST END OF
 GX2317'THE NORTH CONCRETE HEAD WALL FOR A CONCRETE BRIDGE WITH STONE
 GX2317'ABUTMENTS OVER INDIAN HOLLOW, AND ABOUT 1/2 FOOT ABOVE THE
 GX2317'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2383 ***********************************************************************
 GX2383  DESIGNATION -  K 187
 GX2383  PID         -  GX2383
 GX2383  STATE/COUNTY-  WV/BOONE
 GX2383  USGS QUAD   -  CLOTHIER (1989)
 GX2383
 GX2383                         *CURRENT SURVEY CONTROL
 GX2383  ___________________________________________________________________
 GX2383* NAD 83(1986)-  37 57 07.     (N)    081 47 46.     (W)     SCALED    
 GX2383* NAVD 88     -       258.322  (meters)     847.51   (feet)  ADJUSTED  
 GX2383  ___________________________________________________________________
 GX2383  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GX2383  DYNAMIC HT  -         258.133 (meters)     846.89  (feet)  COMP
 GX2383  MODELED GRAV-     979,891.5   (mgal)                       NAVD 88
 GX2383
 GX2383  VERT ORDER  -  SECOND    CLASS 0
 GX2383
 GX2383.The horizontal coordinates were scaled from a topographic map and have
 GX2383.an estimated accuracy of +/- 6 seconds.
 GX2383
 GX2383.The orthometric height was determined by differential leveling
 GX2383.and adjusted by the National Geodetic Survey in June 1991..
 GX2383
 GX2383.The geoid height was determined by GEOID03.
 GX2383
 GX2383.The dynamic height is computed by dividing the NAVD 88
 GX2383.geopotential number by the normal gravity value computed on the
 GX2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2383.degrees latitude (g = 980.6199 gals.).
 GX2383
 GX2383.The modeled gravity was interpolated from observed gravity values.
 GX2383
 GX2383;                    North         East    Units  Estimated Accuracy
 GX2383;SPC WV S     -   105,960.      530,040.      MT  (+/- 180 meters Scaled)
 GX2383
 GX2383                          SUPERSEDED SURVEY CONTROL
 GX2383
 GX2383  NGVD 29 (??/??/92)  258.535  (m)          848.21   (f) ADJ UNCH    2 0
 GX2383
 GX2383.Superseded values are not recommended for survey control.
 GX2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2383.See file dsdata.txt to determine how the superseded data were derived.
 GX2383
 GX2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC300007(NAD 83)
 GX2383_MARKER: DB = BENCH MARK DISK
 GX2383_SETTING: 66 = SET IN ROCK OUTCROP
 GX2383_SP_SET: ROCK LAYER
 GX2383_STAMPING: K 187 1958
 GX2383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2383+STABILITY: POSITION/ELEVATION WELL
 GX2383
 GX2383  HISTORY     - Date     Condition        Report By
 GX2383  HISTORY     - 1958     MONUMENTED       CGS
 GX2383  HISTORY     - 1973     GOOD             LOCENG
 GX2383
 GX2383                          STATION DESCRIPTION
 GX2383
 GX2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2383'1.6 MI E FROM CLOTHIER.
 GX2383'ABOUT 1.55 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX2383'THE STATION AT CLOTHIER, 793 YARDS WEST OF MILE POST 2, 169
 GX2383'YARDS SOUTHWEST OF A CULVERT FOR A CREEK BRANCH NEXT TO A HOUSE,
 GX2383'SET VERTICALLY IN THE EAST-SOUTHEAST FACE OF A 3 1/2-FOOT HIGH
 GX2383'LAYER OF ROCK, 3 FEET ABOVE THE GROUND, 16 FEET NORTHWEST OF THE
 GX2383'NORTHWEST RAIL AND ON THE OUTSIDE OF A CURVE, 78 YARDS NORTH OF
 GX2383'THE WEST END OF A SMALL CONCRETE DAM IN SPRUCE LAUREL FORK, 66
 GX2383'FEET NORTH OF AND ACROSS THE TRACK FROM TELEPHONE POLE E 14, AND
 GX2383'ABOUT 2 FEET ABOVE THE TRACK.
 GX2383
 GX2383                          STATION RECOVERY (1973)
 GX2383
 GX2383'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2114 ***********************************************************************
 GX2114  DESIGNATION -  K 188
 GX2114  PID         -  GX2114
 GX2114  STATE/COUNTY-  WV/BOONE
 GX2114  USGS QUAD   -  WHARTON (1988)
 GX2114
 GX2114                         *CURRENT SURVEY CONTROL
 GX2114  ___________________________________________________________________
 GX2114* NAD 83(1986)-  37 57 21.     (N)    081 43 10.     (W)     SCALED    
 GX2114* NAVD 88     -       257.503  (meters)     844.82   (feet)  ADJUSTED  
 GX2114  ___________________________________________________________________
 GX2114  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GX2114  DYNAMIC HT  -         257.315 (meters)     844.21  (feet)  COMP
 GX2114  MODELED GRAV-     979,893.8   (mgal)                       NAVD 88
 GX2114
 GX2114  VERT ORDER  -  SECOND    CLASS 0
 GX2114
 GX2114.The horizontal coordinates were scaled from a topographic map and have
 GX2114.an estimated accuracy of +/- 6 seconds.
 GX2114
 GX2114.The orthometric height was determined by differential leveling
 GX2114.and adjusted by the National Geodetic Survey in June 1991..
 GX2114
 GX2114.The geoid height was determined by GEOID03.
 GX2114
 GX2114.The dynamic height is computed by dividing the NAVD 88
 GX2114.geopotential number by the normal gravity value computed on the
 GX2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2114.degrees latitude (g = 980.6199 gals.).
 GX2114
 GX2114.The modeled gravity was interpolated from observed gravity values.
 GX2114
 GX2114;                    North         East    Units  Estimated Accuracy
 GX2114;SPC WV S     -   106,330.      536,780.      MT  (+/- 180 meters Scaled)
 GX2114
 GX2114                          SUPERSEDED SURVEY CONTROL
 GX2114
 GX2114  NGVD 29 (??/??/92)  257.710  (m)          845.50   (f) ADJ UNCH    2 0
 GX2114
 GX2114.Superseded values are not recommended for survey control.
 GX2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2114.See file dsdata.txt to determine how the superseded data were derived.
 GX2114
 GX2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC367011(NAD 83)
 GX2114_MARKER: DB = BENCH MARK DISK
 GX2114_SETTING: 66 = SET IN ROCK OUTCROP
 GX2114_SP_SET: ROCK CUT
 GX2114_STAMPING: K 188 1958
 GX2114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2114+STABILITY: POSITION/ELEVATION WELL
 GX2114
 GX2114  HISTORY     - Date     Condition        Report By
 GX2114  HISTORY     - 1958     MONUMENTED       CGS
 GX2114  HISTORY     - 1973     GOOD             LOCENG
 GX2114
 GX2114                          STATION DESCRIPTION
 GX2114
 GX2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2114'1.8 MI SE FROM VAN.
 GX2114'ABOUT 1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE
 GX2114'JUNCTION OF STATE HIGHWAY 78 AT VAN, 0.45 MILE NORTHWEST OF BOB
 GX2114'WHITE POST OFFICE, SET VERTICALLY IN THE SOUTHEAST FACE OF 18-FOOT
 GX2114'HIGH ROCK CUT, 2 1/2 FEET ABOVE THE GROUND, 23 FEET NORTHWEST OF
 GX2114'CENTER LINE OF HIGHWAY, 19 FEET WEST OF THE NORTHWEST END OF
 GX2114'A 20-INCH PIPE CULVERT, 110 YARDS NORTHEAST OF THE SOUTHWEST
 GX2114'END OF CUT, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2114
 GX2114                          STATION RECOVERY (1973)
 GX2114
 GX2114'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2377 ***********************************************************************
 GX2377  DESIGNATION -  K 189
 GX2377  PID         -  GX2377
 GX2377  STATE/COUNTY-  WV/BOONE
 GX2377  USGS QUAD   -  PILOT KNOB (1989)
 GX2377
 GX2377                         *CURRENT SURVEY CONTROL
 GX2377  ___________________________________________________________________
 GX2377* NAD 83(1986)-  37 48 04.     (N)    081 37 10.     (W)     SCALED    
 GX2377* NAVD 88     -       735.410  (meters)    2412.76   (feet)  ADJUSTED  
 GX2377  ___________________________________________________________________
 GX2377  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX2377  DYNAMIC HT  -         734.849 (meters)    2410.92  (feet)  COMP
 GX2377  MODELED GRAV-     979,840.1   (mgal)                       NAVD 88
 GX2377
 GX2377  VERT ORDER  -  SECOND    CLASS 0
 GX2377
 GX2377.The horizontal coordinates were scaled from a topographic map and have
 GX2377.an estimated accuracy of +/- 6 seconds.
 GX2377
 GX2377.The orthometric height was determined by differential leveling
 GX2377.and adjusted by the National Geodetic Survey in June 1991..
 GX2377
 GX2377.The geoid height was determined by GEOID03.
 GX2377
 GX2377.The dynamic height is computed by dividing the NAVD 88
 GX2377.geopotential number by the normal gravity value computed on the
 GX2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2377.degrees latitude (g = 980.6199 gals.).
 GX2377
 GX2377.The modeled gravity was interpolated from observed gravity values.
 GX2377
 GX2377;                    North         East    Units  Estimated Accuracy
 GX2377;SPC WV S     -    89,100.      545,450.      MT  (+/- 180 meters Scaled)
 GX2377
 GX2377                          SUPERSEDED SURVEY CONTROL
 GX2377
 GX2377  NGVD 29 (??/??/92)  735.594  (m)         2413.36   (f) ADJ UNCH    2 0
 GX2377
 GX2377.Superseded values are not recommended for survey control.
 GX2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2377.See file dsdata.txt to determine how the superseded data were derived.
 GX2377
 GX2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB454839(NAD 83)
 GX2377_MARKER: DB = BENCH MARK DISK
 GX2377_SETTING: 66 = SET IN ROCK OUTCROP
 GX2377_SP_SET: ROCK LAYER
 GX2377_STAMPING: K 189 1958
 GX2377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2377+STABILITY: POSITION/ELEVATION WELL
 GX2377
 GX2377  HISTORY     - Date     Condition        Report By
 GX2377  HISTORY     - 1958     MONUMENTED       CGS
 GX2377
 GX2377                          STATION DESCRIPTION
 GX2377
 GX2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2377'1.2 MI SW FROM ECHART.
 GX2377'ABOUT 1.2 MILES SOUTHWEST ALONG A FOOT PATH LEADING ACROSS A
 GX2377'MOUNTAIN TO SAUNDERS FROM THE JUNCTION OF STATE HIGHWAY 79 AT
 GX2377'ECHART, 30 YARDS EAST BY FOOT PATH FROM LOGAN - BOONE COUNTY LINE,
 GX2377'IN TOP AND 3/4 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF LOWER
 GX2377'LAYER OF DOUBLE ROCK LEDGE OVER WHICH THE FOOT PATH PASSES
 GX2377'(SUBJECT TO CHANGE), 23 1/2 FEET NORTHWEST OF A 30-INCH MAPLE
 GX2377'TREE, 4 FEET NORTH OF NORTH FACE OF UPPER LAYER OF ROCK, MARK IS
 GX2377'ABOVE A CRUDE ARROW CHISELED IN THE NORTHEAST FACE OF LOWER LAYER
 GX2377'OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2372 ***********************************************************************
 GX2372  DESIGNATION -  K 190
 GX2372  PID         -  GX2372
 GX2372  STATE/COUNTY-  WV/LOGAN
 GX2372  USGS QUAD   -  LORADO (1989)
 GX2372
 GX2372                         *CURRENT SURVEY CONTROL
 GX2372  ___________________________________________________________________
 GX2372* NAD 83(1986)-  37 47 58.     (N)    081 40 00.     (W)     SCALED    
 GX2372* NAVD 88     -       454.781  (meters)    1492.06   (feet)  ADJUSTED  
 GX2372  ___________________________________________________________________
 GX2372  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX2372  DYNAMIC HT  -         454.432 (meters)    1490.92  (feet)  COMP
 GX2372  MODELED GRAV-     979,848.3   (mgal)                       NAVD 88
 GX2372
 GX2372  VERT ORDER  -  SECOND    CLASS 0
 GX2372
 GX2372.The horizontal coordinates were scaled from a topographic map and have
 GX2372.an estimated accuracy of +/- 6 seconds.
 GX2372
 GX2372.The orthometric height was determined by differential leveling
 GX2372.and adjusted by the National Geodetic Survey in June 1991..
 GX2372
 GX2372.The geoid height was determined by GEOID03.
 GX2372
 GX2372.The dynamic height is computed by dividing the NAVD 88
 GX2372.geopotential number by the normal gravity value computed on the
 GX2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2372.degrees latitude (g = 980.6199 gals.).
 GX2372
 GX2372.The modeled gravity was interpolated from observed gravity values.
 GX2372
 GX2372;                    North         East    Units  Estimated Accuracy
 GX2372;SPC WV S     -    88,940.      541,290.      MT  (+/- 180 meters Scaled)
 GX2372
 GX2372                          SUPERSEDED SURVEY CONTROL
 GX2372
 GX2372  NGVD 29 (??/??/92)  454.959  (m)         1492.64   (f) ADJ UNCH    2 0
 GX2372
 GX2372.Superseded values are not recommended for survey control.
 GX2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2372.See file dsdata.txt to determine how the superseded data were derived.
 GX2372
 GX2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB413837(NAD 83)
 GX2372_MARKER: DB = BENCH MARK DISK
 GX2372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2372_SP_SET: BRIDGE
 GX2372_STAMPING: K 190 1958
 GX2372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2372
 GX2372  HISTORY     - Date     Condition        Report By
 GX2372  HISTORY     - 1958     MONUMENTED       CGS
 GX2372
 GX2372                          STATION DESCRIPTION
 GX2372
 GX2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2372'AT SAUNDERS.
 GX2372'AT SAUNDERS, 40 YARDS NORTHEAST OF NEW ZION FREEWILL BAPTIST
 GX2372'CHURCH, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE PIER
 GX2372'FOR CHESAPEAKE AND OHIO RAILWAY BRIDGE 150 OVER THREE FORKS AND
 GX2372'RIGHT FORK, 83 YARDS WEST OF MILE POST 15, 15 FEET NORTH OF THE
 GX2372'CENTER LINE OF ROAD, 3 1/2 FEET SOUTH OF THE SOUTH RAIL, 3 1/2
 GX2372'FEET BELOW THE LEVEL OF THE TRACK, AND ABOUT 2 1/2 FEET ABOVE
 GX2372'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1971 ***********************************************************************
 GX1971  DESIGNATION -  K 191
 GX1971  PID         -  GX1971
 GX1971  STATE/COUNTY-  WV/MCDOWELL
 GX1971  USGS QUAD   -  BRADSHAW (1977)
 GX1971
 GX1971                         *CURRENT SURVEY CONTROL
 GX1971  ___________________________________________________________________
 GX1971* NAD 83(1986)-  37 18 49.     (N)    081 49 22.     (W)     SCALED    
 GX1971* NAVD 88     -       446.087  (meters)    1463.54   (feet)  ADJUSTED  
 GX1971  ___________________________________________________________________
 GX1971  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GX1971  DYNAMIC HT  -         445.716 (meters)    1462.32  (feet)  COMP
 GX1971  MODELED GRAV-     979,784.1   (mgal)                       NAVD 88
 GX1971
 GX1971  VERT ORDER  -  SECOND    CLASS 0
 GX1971
 GX1971.The horizontal coordinates were scaled from a topographic map and have
 GX1971.an estimated accuracy of +/- 6 seconds.
 GX1971
 GX1971.The orthometric height was determined by differential leveling
 GX1971.and adjusted by the National Geodetic Survey in June 1991..
 GX1971
 GX1971.The geoid height was determined by GEOID03.
 GX1971
 GX1971.The dynamic height is computed by dividing the NAVD 88
 GX1971.geopotential number by the normal gravity value computed on the
 GX1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1971.degrees latitude (g = 980.6199 gals.).
 GX1971
 GX1971.The modeled gravity was interpolated from observed gravity values.
 GX1971
 GX1971;                    North         East    Units  Estimated Accuracy
 GX1971;SPC WV S     -    35,130.      527,060.      MT  (+/- 180 meters Scaled)
 GX1971
 GX1971                          SUPERSEDED SURVEY CONTROL
 GX1971
 GX1971  NGVD 29 (??/??/92)  446.257  (m)         1464.09   (f) ADJ UNCH    2 0
 GX1971
 GX1971.Superseded values are not recommended for survey control.
 GX1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1971.See file dsdata.txt to determine how the superseded data were derived.
 GX1971
 GX1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB270299(NAD 83)
 GX1971_MARKER: DB = BENCH MARK DISK
 GX1971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1971_SP_SET: WALL
 GX1971_STAMPING: K 191 1958
 GX1971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1971
 GX1971  HISTORY     - Date     Condition        Report By
 GX1971  HISTORY     - 1958     MONUMENTED       CGS
 GX1971
 GX1971                          STATION DESCRIPTION
 GX1971
 GX1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1971'3.4 MI SW FROM BRADSHAW.
 GX1971'2.45 MILES SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION
 GX1971'OF STATE HIGHWAY 80 AT BRADSHAW, THENCE ABOUT 0.95 MILE SOUTHWEST
 GX1971'ALONG A GRAVEL ROAD ALONG MIDDLE FORK, 1.3 MILES NORTHEAST OF
 GX1971'HAGERMAN SCHOOL, 0.7 MILE SOUTHWEST OF THE JUNCTION OF A ROAD
 GX1971'LEADING SOUTHEAST ALONG HITE FORK, 21 1/2 FEET NORTHWEST OF THE
 GX1971'CENTER LINE OF THE ROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF
 GX1971'A STONE MASONRY RETAINING WALL, 1 FOOT ABOVE THE GROUND, 25
 GX1971'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE STEPS
 GX1971'LEADING TO THE PATRICK MONAHIN RESIDENCE, 12 1/2 FEET NORTHEAST
 GX1971'OF THE PROLONGATION OF THE NORTHEAST FACE OF THE RESIDENCE AND
 GX1971'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0721 ***********************************************************************
 GX0721  DESIGNATION -  K 192
 GX0721  PID         -  GX0721
 GX0721  STATE/COUNTY-  WV/SUMMERS
 GX0721  USGS QUAD   -  TALCOTT (1968)
 GX0721
 GX0721                         *CURRENT SURVEY CONTROL
 GX0721  ___________________________________________________________________
 GX0721* NAD 83(1986)-  37 39 06.     (N)    080 51 06.     (W)     SCALED    
 GX0721* NAVD 88     -       433.598  (meters)    1422.56   (feet)  ADJUSTED  
 GX0721  ___________________________________________________________________
 GX0721  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX0721  DYNAMIC HT  -         433.239 (meters)    1421.38  (feet)  COMP
 GX0721  MODELED GRAV-     979,790.3   (mgal)                       NAVD 88
 GX0721
 GX0721  VERT ORDER  -  FIRST     CLASS II
 GX0721
 GX0721.The horizontal coordinates were scaled from a topographic map and have
 GX0721.an estimated accuracy of +/- 6 seconds.
 GX0721
 GX0721.The orthometric height was determined by differential leveling
 GX0721.and adjusted by the National Geodetic Survey in June 1991..
 GX0721
 GX0721.The geoid height was determined by GEOID03.
 GX0721
 GX0721.The dynamic height is computed by dividing the NAVD 88
 GX0721.geopotential number by the normal gravity value computed on the
 GX0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0721.degrees latitude (g = 980.6199 gals.).
 GX0721
 GX0721.The modeled gravity was interpolated from observed gravity values.
 GX0721
 GX0721;                    North         East    Units  Estimated Accuracy
 GX0721;SPC WV S     -    72,340.      613,090.      MT  (+/- 180 meters Scaled)
 GX0721
 GX0721                          SUPERSEDED SURVEY CONTROL
 GX0721
 GX0721  NGVD 29 (??/??/92)  433.762  (m)         1423.10   (f) ADJ UNCH    1 2
 GX0721
 GX0721.Superseded values are not recommended for survey control.
 GX0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0721.See file dsdata.txt to determine how the superseded data were derived.
 GX0721
 GX0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB130671(NAD 83)
 GX0721_MARKER: DB = BENCH MARK DISK
 GX0721_SETTING: 66 = SET IN ROCK OUTCROP
 GX0721_SP_SET: ROCK CUT
 GX0721_STAMPING: K 192 1958
 GX0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0721+STABILITY: POSITION/ELEVATION WELL
 GX0721
 GX0721  HISTORY     - Date     Condition        Report By
 GX0721  HISTORY     - 1958     MONUMENTED       CGS
 GX0721
 GX0721                          STATION DESCRIPTION
 GX0721
 GX0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0721'3.4 MI SE FROM HINTON.
 GX0721'ABOUT 3.4 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0721'FROM THE STATION AT HINTON, 0.45 MILE EAST OF MILEPOST 354, 0.3
 GX0721'MILE EAST OF FOUR MILE BAPTIST CHURCH, ON THE INSIDE OF A CURVE,
 GX0721'7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 GX0721'SET VERTICALLY IN THE SOUTH-SOUTHEAST FACE OF A 3 1/2-FOOT
 GX0721'HIGH LAYER OF ROCK IN 10-FOOT HIGH CUT, 5 FEET ABOVE THE BOTTOM
 GX0721'OF DITCH, 14 1/2 FEET WEST OF THE NORTH-NORTHWEST END OF A
 GX0721'15-INCH PIPE CULVERT, 86 FEET NORTHEAST OF AND ACROSS THE TRACK
 GX0721'FROM TELEPHONE POLE E 50, 20 YARDS SOUTHWEST OF THE CROSSING
 GX0721'OF A SINGLE WOODEN POLE HIGH POWER LINE, 45 YARDS NORTHEAST OF
 GX0721'THE CROSSING OF A STEEL TOWER TRANSMISSION LINE, AND ABOUT 1
 GX0721'FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2007 ***********************************************************************
 GX2007  DESIGNATION -  K 193
 GX2007  PID         -  GX2007
 GX2007  STATE/COUNTY-  WV/MCDOWELL
 GX2007  USGS QUAD   -  AMONATE (1977)
 GX2007
 GX2007                         *CURRENT SURVEY CONTROL
 GX2007  ___________________________________________________________________
 GX2007* NAD 83(1986)-  37 13 53.     (N)    081 39 53.     (W)     SCALED    
 GX2007* NAVD 88     -       550.754  (meters)    1806.93   (feet)  ADJUSTED  
 GX2007  ___________________________________________________________________
 GX2007  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GX2007  DYNAMIC HT  -         550.273 (meters)    1805.35  (feet)  COMP
 GX2007  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 GX2007
 GX2007  VERT ORDER  -  SECOND    CLASS 0
 GX2007
 GX2007.The horizontal coordinates were scaled from a topographic map and have
 GX2007.an estimated accuracy of +/- 6 seconds.
 GX2007
 GX2007.The orthometric height was determined by differential leveling
 GX2007.and adjusted by the National Geodetic Survey in June 1991..
 GX2007
 GX2007.The geoid height was determined by GEOID03.
 GX2007
 GX2007.The dynamic height is computed by dividing the NAVD 88
 GX2007.geopotential number by the normal gravity value computed on the
 GX2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2007.degrees latitude (g = 980.6199 gals.).
 GX2007
 GX2007.The modeled gravity was interpolated from observed gravity values.
 GX2007
 GX2007;                    North         East    Units  Estimated Accuracy
 GX2007;SPC WV S     -    25,890.      541,010.      MT  (+/- 180 meters Scaled)
 GX2007
 GX2007                          SUPERSEDED SURVEY CONTROL
 GX2007
 GX2007  NGVD 29 (??/??/92)  550.888  (m)         1807.37   (f) ADJ UNCH    2 0
 GX2007
 GX2007.Superseded values are not recommended for survey control.
 GX2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2007.See file dsdata.txt to determine how the superseded data were derived.
 GX2007
 GX2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB410207(NAD 83)
 GX2007_MARKER: DB = BENCH MARK DISK
 GX2007_SETTING: 66 = SET IN ROCK OUTCROP
 GX2007_SP_SET: CUT
 GX2007_STAMPING: K 193 1958
 GX2007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2007+STABILITY: POSITION/ELEVATION WELL
 GX2007
 GX2007  HISTORY     - Date     Condition        Report By
 GX2007  HISTORY     - 1958     MONUMENTED       CGS
 GX2007
 GX2007                          STATION DESCRIPTION
 GX2007
 GX2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2007'1.8 MI SW FROM VALLSCREEK.
 GX2007'0.2 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE OVERPASS OF THE
 GX2007'NORFOLK AND WESTERN RAILWAY AT VALLSCREEK, THENCE ABOUT 1.5 MILES
 GX2007'WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.1 MILE SOUTH ALONG A
 GX2007'DIRT ROAD, ON THE NORTH SLOPE OF A GRADE, SET VERTICALLY IN THE
 GX2007'WEST FACE OF A ROCK CUT, 12 FEET EAST OF CENTER LINE OF ROAD,
 GX2007'33 1/2 FEET NORTHEAST OF POWER POLE NO. 3-9-165, 26 FEET NORTH OF
 GX2007'SOUTH END OF CUT AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2031 ***********************************************************************
 GX2031  DESIGNATION -  K 194
 GX2031  PID         -  GX2031
 GX2031  STATE/COUNTY-  WV/MCDOWELL
 GX2031  USGS QUAD   -  WELCH (1976)
 GX2031
 GX2031                         *CURRENT SURVEY CONTROL
 GX2031  ___________________________________________________________________
 GX2031* NAD 83(1986)-  37 24 02.     (N)    081 34 32.     (W)     SCALED    
 GX2031* NAVD 88     -       429.158  (meters)    1408.00   (feet)  ADJUSTED  
 GX2031  ___________________________________________________________________
 GX2031  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX2031  DYNAMIC HT  -         428.802 (meters)    1406.83  (feet)  COMP
 GX2031  MODELED GRAV-     979,788.8   (mgal)                       NAVD 88
 GX2031
 GX2031  VERT ORDER  -  SECOND    CLASS 0
 GX2031
 GX2031.The horizontal coordinates were scaled from a topographic map and have
 GX2031.an estimated accuracy of +/- 6 seconds.
 GX2031
 GX2031.The orthometric height was determined by differential leveling
 GX2031.and adjusted by the National Geodetic Survey in June 1991..
 GX2031
 GX2031.The geoid height was determined by GEOID03.
 GX2031
 GX2031.The dynamic height is computed by dividing the NAVD 88
 GX2031.geopotential number by the normal gravity value computed on the
 GX2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2031.degrees latitude (g = 980.6199 gals.).
 GX2031
 GX2031.The modeled gravity was interpolated from observed gravity values.
 GX2031
 GX2031;                    North         East    Units  Estimated Accuracy
 GX2031;SPC WV S     -    44,620.      549,040.      MT  (+/- 180 meters Scaled)
 GX2031
 GX2031                          SUPERSEDED SURVEY CONTROL
 GX2031
 GX2031  NGVD 29 (??/??/92)  429.318  (m)         1408.52   (f) ADJ UNCH    2 0
 GX2031
 GX2031.Superseded values are not recommended for survey control.
 GX2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2031.See file dsdata.txt to determine how the superseded data were derived.
 GX2031
 GX2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB490394(NAD 83)
 GX2031_MARKER: DB = BENCH MARK DISK
 GX2031_SETTING: 66 = SET IN ROCK OUTCROP
 GX2031_SP_SET: CUT
 GX2031_STAMPING: K 194 1958
 GX2031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2031+STABILITY: POSITION/ELEVATION WELL
 GX2031
 GX2031  HISTORY     - Date     Condition        Report By
 GX2031  HISTORY     - 1958     MONUMENTED       CGS
 GX2031
 GX2031                          STATION DESCRIPTION
 GX2031
 GX2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2031'2 MI SE FROM WELCH.
 GX2031'1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 GX2031'OF U.S. HIGHWAY 52 AT WELCH, 0.45 MILE SOUTH OF HAVACO SCHOOL,
 GX2031'ON THE OUTSIDE OF A LONG CRUVE WITH TANGENTS EXTENDING WEST
 GX2031'AND SOUTHEAST, SET VERTICALLY IN THE SOUTH FACE OF A LARGE
 GX2031'ROCK CUT, 18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 93
 GX2031'FEET EAST OF THE NORTH END OF AN 18-INCH PIPE CULVERT, AND ABOUT
 GX2031'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2084 ***********************************************************************
 GX2084  DESIGNATION -  K 195
 GX2084  PID         -  GX2084
 GX2084  STATE/COUNTY-  WV/MCDOWELL
 GX2084  USGS QUAD   -  WAR (1977)
 GX2084
 GX2084                         *CURRENT SURVEY CONTROL
 GX2084  ___________________________________________________________________
 GX2084* NAD 83(1986)-  37 20 47.     (N)    081 40 04.     (W)     SCALED    
 GX2084* NAVD 88     -       494.332  (meters)    1621.82   (feet)  ADJUSTED  
 GX2084  ___________________________________________________________________
 GX2084  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX2084  DYNAMIC HT  -         493.923 (meters)    1620.48  (feet)  COMP
 GX2084  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 GX2084
 GX2084  VERT ORDER  -  SECOND    CLASS 0
 GX2084
 GX2084.The horizontal coordinates were scaled from a topographic map and have
 GX2084.an estimated accuracy of +/- 6 seconds.
 GX2084
 GX2084.The orthometric height was determined by differential leveling
 GX2084.and adjusted by the National Geodetic Survey in June 1991..
 GX2084
 GX2084.The geoid height was determined by GEOID03.
 GX2084
 GX2084.The dynamic height is computed by dividing the NAVD 88
 GX2084.geopotential number by the normal gravity value computed on the
 GX2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2084.degrees latitude (g = 980.6199 gals.).
 GX2084
 GX2084.The modeled gravity was interpolated from observed gravity values.
 GX2084
 GX2084;                    North         East    Units  Estimated Accuracy
 GX2084;SPC WV S     -    38,660.      540,830.      MT  (+/- 180 meters Scaled)
 GX2084
 GX2084                          SUPERSEDED SURVEY CONTROL
 GX2084
 GX2084  NGVD 29 (??/??/92)  494.496  (m)         1622.36   (f) ADJ UNCH    2 0
 GX2084
 GX2084.Superseded values are not recommended for survey control.
 GX2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2084.See file dsdata.txt to determine how the superseded data were derived.
 GX2084
 GX2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB408335(NAD 83)
 GX2084_MARKER: DB = BENCH MARK DISK
 GX2084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2084_SP_SET: BRIDGE
 GX2084_STAMPING: K 195 1958
 GX2084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2084
 GX2084  HISTORY     - Date     Condition        Report By
 GX2084  HISTORY     - 1958     MONUMENTED       CGS
 GX2084
 GX2084                          STATION DESCRIPTION
 GX2084
 GX2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2084'2.3 MI NE FROM SUSANNA.
 GX2084'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 GX2084'STATE HIGHWAY 83 AT SUSANNA, ON THE OUTSIDE AND ABOUT 50 YARDS
 GX2084'NORTHEAST OF THE NORTHEAST END OF A CURVE WITH TANGENTS EXTENDING
 GX2084'WEST AND NORTHEAST, 17 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GX2084'HIGHWAY, IN TOP OF THE WING WALL AT THE EAST CORNER OF A 15-FOOT
 GX2084'BRIDGE OVER A VERY SMALL CREEK, 1 FOOT NORTH OF THE SOUTH CORNER
 GX2084'OF THE WING WALL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2294 ***********************************************************************
 GX2294  DESIGNATION -  K 196
 GX2294  PID         -  GX2294
 GX2294  STATE/COUNTY-  WV/BOONE
 GX2294  USGS QUAD   -  CLOTHIER (1989)
 GX2294
 GX2294                         *CURRENT SURVEY CONTROL
 GX2294  ___________________________________________________________________
 GX2294* NAD 83(1986)-  37 57 42.     (N)    081 49 00.     (W)     SCALED    
 GX2294* NAVD 88     -       242.492  (meters)     795.58   (feet)  ADJUSTED  
 GX2294  ___________________________________________________________________
 GX2294  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GX2294  DYNAMIC HT  -         242.314 (meters)     794.99  (feet)  COMP
 GX2294  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 GX2294
 GX2294  VERT ORDER  -  SECOND    CLASS 0
 GX2294
 GX2294.The horizontal coordinates were scaled from a topographic map and have
 GX2294.an estimated accuracy of +/- 6 seconds.
 GX2294
 GX2294.The orthometric height was determined by differential leveling
 GX2294.and adjusted by the National Geodetic Survey in June 1991..
 GX2294
 GX2294.The geoid height was determined by GEOID03.
 GX2294
 GX2294.The dynamic height is computed by dividing the NAVD 88
 GX2294.geopotential number by the normal gravity value computed on the
 GX2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2294.degrees latitude (g = 980.6199 gals.).
 GX2294
 GX2294.The modeled gravity was interpolated from observed gravity values.
 GX2294
 GX2294;                    North         East    Units  Estimated Accuracy
 GX2294;SPC WV S     -   107,050.      528,240.      MT  (+/- 180 meters Scaled)
 GX2294
 GX2294                          SUPERSEDED SURVEY CONTROL
 GX2294
 GX2294  NGVD 29 (??/??/92)  242.703  (m)          796.27   (f) ADJ UNCH    2 0
 GX2294
 GX2294.Superseded values are not recommended for survey control.
 GX2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2294.See file dsdata.txt to determine how the superseded data were derived.
 GX2294
 GX2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC282018(NAD 83)
 GX2294_MARKER: DB = BENCH MARK DISK
 GX2294_SETTING: 66 = SET IN ROCK OUTCROP
 GX2294_SP_SET: ROCK CUT
 GX2294_STAMPING: K 196 1958
 GX2294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2294+STABILITY: POSITION/ELEVATION WELL
 GX2294
 GX2294  HISTORY     - Date     Condition        Report By
 GX2294  HISTORY     - 1958     MONUMENTED       CGS
 GX2294  HISTORY     - 1973     GOOD             LOCENG
 GX2294
 GX2294                          STATION DESCRIPTION
 GX2294
 GX2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2294'1.1 MI NW FROM CLOTHIER.
 GX2294'ABOUT 1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE
 GX2294'CHESAPEAKE AND OHIO RAILWAY STATION AT CLOTHIER, ALSO ABOUT 0.75
 GX2294'MILE SOUTHEAST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION OF A
 GX2294'BLACK TOP ROAD LEADING WEST AT JEFFERY, ON THE OUTSIDE AND AT
 GX2294'THE NORTHWEST END OF A CURVE WITH TANGENTS EXTENDING NORTHWEST AND
 GX2294'SOUTHWEST, 32 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GX2294'SET VERTICALLY IN THE SOUTHWEST FACE OF A LARGE ROCK CUT, 325
 GX2294'FEET NORTHWEST OF THE SOUTHEAST END OF THE ROCK, 2 FEET ABOVE
 GX2294'THE GROUND, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2294
 GX2294                          STATION RECOVERY (1973)
 GX2294
 GX2294'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2294'SET SIGN 1 FT. N.W. OF MARK. MARK 50 FT. S.E. OF CULVERT UNDER
 GX2294'SR-119.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1249 ***********************************************************************
 GX1249  DESIGNATION -  K 198
 GX1249  PID         -  GX1249
 GX1249  STATE/COUNTY-  WV/FAYETTE
 GX1249  USGS QUAD   -  THURMOND (1988)
 GX1249
 GX1249                         *CURRENT SURVEY CONTROL
 GX1249  ___________________________________________________________________
 GX1249* NAD 83(1986)-  37 54 42.     (N)    081 01 29.     (W)     SCALED    
 GX1249* NAVD 88     -       337.997  (meters)    1108.91   (feet)  ADJUSTED  
 GX1249  ___________________________________________________________________
 GX1249  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX1249  DYNAMIC HT  -         337.728 (meters)    1108.03  (feet)  COMP
 GX1249  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 GX1249
 GX1249  VERT ORDER  -  FIRST     CLASS II
 GX1249
 GX1249.The horizontal coordinates were scaled from a topographic map and have
 GX1249.an estimated accuracy of +/- 6 seconds.
 GX1249
 GX1249.The orthometric height was determined by differential leveling
 GX1249.and adjusted by the National Geodetic Survey in June 1991..
 GX1249
 GX1249.The geoid height was determined by GEOID03.
 GX1249
 GX1249.The dynamic height is computed by dividing the NAVD 88
 GX1249.geopotential number by the normal gravity value computed on the
 GX1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1249.degrees latitude (g = 980.6199 gals.).
 GX1249
 GX1249.The modeled gravity was interpolated from observed gravity values.
 GX1249
 GX1249;                    North         East    Units  Estimated Accuracy
 GX1249;SPC WV S     -   101,180.      597,830.      MT  (+/- 180 meters Scaled)
 GX1249
 GX1249                          SUPERSEDED SURVEY CONTROL
 GX1249
 GX1249  NGVD 29 (??/??/92)  338.165  (m)         1109.46   (f) ADJ UNCH    1 2
 GX1249
 GX1249.Superseded values are not recommended for survey control.
 GX1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1249.See file dsdata.txt to determine how the superseded data were derived.
 GX1249
 GX1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB978960(NAD 83)
 GX1249_MARKER: DB = BENCH MARK DISK
 GX1249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1249_SP_SET: BRIDGE
 GX1249_STAMPING: K 198 1958
 GX1249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1249
 GX1249  HISTORY     - Date     Condition        Report By
 GX1249  HISTORY     - 1958     MONUMENTED       CGS
 GX1249
 GX1249                          STATION DESCRIPTION
 GX1249
 GX1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1249'4.8 MI SE FROM THURMOND.
 GX1249'ABOUT 4.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1249'FROM THE STATION AT THURMOND, AT DUNFEE, 85 YARDS NORTH OF
 GX1249'MILEPOST 386, 8 FEET WEST OF THE WEST RAIL OF THE WEST TRACK
 GX1249'AND AT INSIDE OF A CURVE, IN TOP OF THE WEST WING WALL OF THE
 GX1249'NORTH ABUTMENT OF BRIDGE 3861 OVER BUFFALO CREEK, 0.4 FOOT WEST
 GX1249'OF THE WEST HEAD WALL, 1.2 FEET WEST OF A STEEL PIPE BANISTER,
 GX1249'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0746 ***********************************************************************
 GX0746  DESIGNATION -  K 199
 GX0746  PID         -  GX0746
 GX0746  STATE/COUNTY-  WV/SUMMERS
 GX0746  USGS QUAD   -  MEADOW CREEK (1988)
 GX0746
 GX0746                         *CURRENT SURVEY CONTROL
 GX0746  ___________________________________________________________________
 GX0746* NAD 83(1986)-  37 47 04.     (N)    080 54 09.     (W)     SCALED    
 GX0746* NAVD 88     -       391.957  (meters)    1285.95   (feet)  ADJUSTED  
 GX0746  ___________________________________________________________________
 GX0746  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX0746  DYNAMIC HT  -         391.641 (meters)    1284.91  (feet)  COMP
 GX0746  MODELED GRAV-     979,814.4   (mgal)                       NAVD 88
 GX0746
 GX0746  VERT ORDER  -  FIRST     CLASS II
 GX0746
 GX0746.The horizontal coordinates were scaled from a topographic map and have
 GX0746.an estimated accuracy of +/- 6 seconds.
 GX0746
 GX0746.The orthometric height was determined by differential leveling
 GX0746.and adjusted by the National Geodetic Survey in June 1991..
 GX0746
 GX0746.The geoid height was determined by GEOID03.
 GX0746
 GX0746.The dynamic height is computed by dividing the NAVD 88
 GX0746.geopotential number by the normal gravity value computed on the
 GX0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0746.degrees latitude (g = 980.6199 gals.).
 GX0746
 GX0746.The modeled gravity was interpolated from observed gravity values.
 GX0746
 GX0746;                    North         East    Units  Estimated Accuracy
 GX0746;SPC WV S     -    87,070.      608,590.      MT  (+/- 180 meters Scaled)
 GX0746
 GX0746                          SUPERSEDED SURVEY CONTROL
 GX0746
 GX0746  NGVD 29 (??/??/92)  392.129  (m)         1286.51   (f) ADJ UNCH    1 2
 GX0746
 GX0746.Superseded values are not recommended for survey control.
 GX0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0746.See file dsdata.txt to determine how the superseded data were derived.
 GX0746
 GX0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB085819(NAD 83)
 GX0746_MARKER: DB = BENCH MARK DISK
 GX0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0746_SP_SET: CULVERT
 GX0746_STAMPING: K 199 1958
 GX0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0746
 GX0746  HISTORY     - Date     Condition        Report By
 GX0746  HISTORY     - 1958     MONUMENTED       CGS
 GX0746  HISTORY     - 1980     GOOD             LOCSUR
 GX0746
 GX0746                          STATION DESCRIPTION
 GX0746
 GX0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0746'2.2 MI S FROM MEADOW CREEK.
 GX0746'ABOUT 2.25 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0746'THE STATION AT MEADOW CREEK, 0.25 MILE NORTHWEST OF MILEPOST 367,
 GX0746'8 FEET NORTHEAST OF THE NORTHEAST RAIL AND AT THE SOUTHEAST END
 GX0746'OF A CURVE, IN TOP OF THE NORTH CONCRETE HEAD WALL FOR A 3-FOOT
 GX0746'CONCRETE CULVERT, 3 FEET WEST OF THE EAST END OF THE HEAD WALL,
 GX0746'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GX0746
 GX0746                          STATION RECOVERY (1980)
 GX0746
 GX0746'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0854 ***********************************************************************
 JW0854  DESIGNATION -  K 2
 JW0854  PID         -  JW0854
 JW0854  STATE/COUNTY-  WV/BARBOUR
 JW0854  USGS QUAD   -  BELINGTON (1976)
 JW0854
 JW0854                         *CURRENT SURVEY CONTROL
 JW0854  ___________________________________________________________________
 JW0854* NAD 83(1986)-  39 02 26.     (N)    079 58 04.     (W)     SCALED    
 JW0854* NAVD 88     -       514.952  (meters)    1689.47   (feet)  ADJUSTED  
 JW0854  ___________________________________________________________________
 JW0854  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JW0854  DYNAMIC HT  -         514.597 (meters)    1688.31  (feet)  COMP
 JW0854  MODELED GRAV-     979,922.1   (mgal)                       NAVD 88
 JW0854
 JW0854  VERT ORDER  -  FIRST     CLASS II
 JW0854
 JW0854.The horizontal coordinates were scaled from a topographic map and have
 JW0854.an estimated accuracy of +/- 6 seconds.
 JW0854
 JW0854.The orthometric height was determined by differential leveling
 JW0854.and adjusted by the National Geodetic Survey in June 1991..
 JW0854
 JW0854.The geoid height was determined by GEOID03.
 JW0854
 JW0854.The dynamic height is computed by dividing the NAVD 88
 JW0854.geopotential number by the normal gravity value computed on the
 JW0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0854.degrees latitude (g = 980.6199 gals.).
 JW0854
 JW0854.The modeled gravity was interpolated from observed gravity values.
 JW0854
 JW0854;                    North         East    Units  Estimated Accuracy
 JW0854;SPC WV N     -    60,120.      559,500.      MT  (+/- 180 meters Scaled)
 JW0854
 JW0854                          SUPERSEDED SURVEY CONTROL
 JW0854
 JW0854  NGVD 29 (??/??/92)  515.122  (m)         1690.03   (f) ADJ UNCH    1 2
 JW0854
 JW0854.Superseded values are not recommended for survey control.
 JW0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0854.See file dsdata.txt to determine how the superseded data were derived.
 JW0854
 JW0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND893217(NAD 83)
 JW0854_MARKER: DB = BENCH MARK DISK
 JW0854_SETTING: 66 = SET IN ROCK OUTCROP
 JW0854_SP_SET: ROCK OUTCROP
 JW0854_STAMPING: D 2 1933
 JW0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0854+STABILITY: POSITION/ELEVATION WELL
 JW0854
 JW0854  HISTORY     - Date     Condition        Report By
 JW0854  HISTORY     - 1933     MONUMENTED       CGS
 JW0854
 JW0854                          STATION DESCRIPTION
 JW0854
 JW0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JW0854'2.7 MI NW FROM BELINGTON.
 JW0854'2.7 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0854'BELINGTON, BARBOUR COUNTY, ABOUT 0.4 MILE NORTH OF MILEPOST G 36,
 JW0854'ABOUT 3 YARDS WEST OF THE CENTER LINE OF THE TRACK, IN THE TOP
 JW0854'OF THE NORTHEAST CORNER OF A SMALL ROCK OUTCROP, AND 1 FOOT
 JW0854'HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED K 2 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0134 ***********************************************************************
 HX0134  DESIGNATION -  K 20
 HX0134  PID         -  HX0134
 HX0134  STATE/COUNTY-  WV/LEWIS
 HX0134  USGS QUAD   -  WALKERSVILLE (1976)
 HX0134
 HX0134                         *CURRENT SURVEY CONTROL
 HX0134  ___________________________________________________________________
 HX0134* NAD 83(1986)-  38 51 34.     (N)    080 25 00.     (W)     SCALED    
 HX0134* NAVD 88     -       363.141  (meters)    1191.41   (feet)  ADJUSTED  
 HX0134  ___________________________________________________________________
 HX0134  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 HX0134  DYNAMIC HT  -         362.895 (meters)    1190.60  (feet)  COMP
 HX0134  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 HX0134
 HX0134  VERT ORDER  -  SECOND    CLASS 0
 HX0134
 HX0134.The horizontal coordinates were scaled from a topographic map and have
 HX0134.an estimated accuracy of +/- 6 seconds.
 HX0134
 HX0134.The orthometric height was determined by differential leveling
 HX0134.and adjusted by the National Geodetic Survey in June 1991..
 HX0134
 HX0134.The geoid height was determined by GEOID03.
 HX0134
 HX0134.The dynamic height is computed by dividing the NAVD 88
 HX0134.geopotential number by the normal gravity value computed on the
 HX0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0134.degrees latitude (g = 980.6199 gals.).
 HX0134
 HX0134.The modeled gravity was interpolated from observed gravity values.
 HX0134
 HX0134;                    North         East    Units  Estimated Accuracy
 HX0134;SPC WV S     -   206,540.      650,630.      MT  (+/- 180 meters Scaled)
 HX0134
 HX0134                          SUPERSEDED SURVEY CONTROL
 HX0134
 HX0134  NGVD 29 (??/??/92)  363.333  (m)         1192.04   (f) ADJ UNCH    2 0
 HX0134
 HX0134.Superseded values are not recommended for survey control.
 HX0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0134.See file dsdata.txt to determine how the superseded data were derived.
 HX0134
 HX0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND506013(NAD 83)
 HX0134_MARKER: DB = BENCH MARK DISK
 HX0134_SETTING: 80 = SET IN A BOULDER
 HX0134_SP_SET: BOULDER
 HX0134_STAMPING: K 20 1935
 HX0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0134+STABILITY: SURFACE MOTION
 HX0134
 HX0134  HISTORY     - Date     Condition        Report By
 HX0134  HISTORY     - 1935     MONUMENTED       CGS
 HX0134  HISTORY     - 1962     GOOD             NGS
 HX0134
 HX0134                          STATION DESCRIPTION
 HX0134
 HX0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0134'2.9 MI E FROM WALKERSVILLE.
 HX0134'ABOUT 2.9 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX0134'THE STATION AT WALKERSVILLE, SET ON TOP OF AN EMBEDDED ROCK
 HX0134'THAT IS ABOUT 8-BY 20-FOOT LONG AND PROJECTS OUT OF THE BANK,
 HX0134'20 FEET NORTH OF THE NORTH RAIL, 360 FEET EAST OF A ROAD CROSSING,
 HX0134'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- THIS
 HX0134'BENCH MARK CAN ALSO BE REACHED BY GOING ABOUT 4.0 MILES WEST
 HX0134'ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION AT
 HX0134'FRENCHTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0400 ***********************************************************************
 GX0400  DESIGNATION -  K 200
 GX0400  PID         -  GX0400
 GX0400  STATE/COUNTY-  WV/MONROE
 GX0400  USGS QUAD   -  PETERSTOWN (1984)
 GX0400
 GX0400                         *CURRENT SURVEY CONTROL
 GX0400  ___________________________________________________________________
 GX0400* NAD 83(1986)-  37 27 07.     (N)    080 46 48.     (W)     SCALED    
 GX0400* NAVD 88     -       601.395  (meters)    1973.08   (feet)  ADJUSTED  
 GX0400  ___________________________________________________________________
 GX0400  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX0400  DYNAMIC HT  -         600.881 (meters)    1971.39  (feet)  COMP
 GX0400  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 GX0400
 GX0400  VERT ORDER  -  FIRST     CLASS II
 GX0400
 GX0400.The horizontal coordinates were scaled from a topographic map and have
 GX0400.an estimated accuracy of +/- 6 seconds.
 GX0400
 GX0400.The orthometric height was determined by differential leveling
 GX0400.and adjusted by the National Geodetic Survey in June 1991..
 GX0400
 GX0400.The geoid height was determined by GEOID03.
 GX0400
 GX0400.The dynamic height is computed by dividing the NAVD 88
 GX0400.geopotential number by the normal gravity value computed on the
 GX0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0400.degrees latitude (g = 980.6199 gals.).
 GX0400
 GX0400.The modeled gravity was interpolated from observed gravity values.
 GX0400
 GX0400;                    North         East    Units  Estimated Accuracy
 GX0400;SPC WV S     -    50,180.      619,470.      MT  (+/- 180 meters Scaled)
 GX0400
 GX0400                          SUPERSEDED SURVEY CONTROL
 GX0400
 GX0400  NGVD 29 (??/??/92)  601.526  (m)         1973.51   (f) ADJ UNCH    1 2
 GX0400
 GX0400.Superseded values are not recommended for survey control.
 GX0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0400.See file dsdata.txt to determine how the superseded data were derived.
 GX0400
 GX0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB194450(NAD 83)
 GX0400_MARKER: DB = BENCH MARK DISK
 GX0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0400_STAMPING: K 200 1958
 GX0400_MARK LOGO: CGS   
 GX0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0400+STABILITY: SURFACE MOTION
 GX0400
 GX0400  HISTORY     - Date     Condition        Report By
 GX0400  HISTORY     - 1958     MONUMENTED       CGS
 GX0400  HISTORY     - 1984     GOOD             NGS
 GX0400
 GX0400                          STATION DESCRIPTION
 GX0400
 GX0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0400'1.8 MI S FROM BALLARD.
 GX0400'1.75 MILES SOUTH ALONG STATE HIGHWAY 12 FROM THE ELEMENTARY
 GX0400'SCHOOL AT BALLARD, 0.2 MILE NORTH OF THE POST OFFICE AT CASHMERE,
 GX0400'0.15 MILE NORTH OF THE INTERSECTION OF A BLACK TOP ROAD LEADING
 GX0400'EAST AND A DIRT ROAD LEADING WEST AT CASHMERE, ABOUT 100 FEET EAST
 GX0400'OF THE EAST BANK OF A SMALL POND, 25 FEET WEST OF CENTER LINE OF
 GX0400'HIGHWAY, 1 FOOT EAST OF A WIRE FENCE, 36 FEET SOUTH OF THE WEST
 GX0400'END OF A 15-INCH CORRUGATED PIPE CULVERT UNDER THE HIGHWAY, 71
 GX0400'YARDS NORTH OF THE JUNCTION OF A DRIVE LEADING EAST TO A ONE-STORY
 GX0400'BRICK HOUSE, 2 FEET SOUTH OF A STEEL WITNESS POST, ABOUT 1 FOOT
 GX0400'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 GX0400'POST PROJECTING 4 INCHES.
 GX0400
 GX0400                          STATION RECOVERY (1984)
 GX0400
 GX0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0704 ***********************************************************************
 GX0704  DESIGNATION -  K 201
 GX0704  PID         -  GX0704
 GX0704  STATE/COUNTY-  WV/SUMMERS
 GX0704  USGS QUAD   -  ALDERSON (1976)
 GX0704
 GX0704                         *CURRENT SURVEY CONTROL
 GX0704  ___________________________________________________________________
 GX0704* NAD 83(1986)-  37 40 26.     (N)    080 44 01.     (W)     SCALED    
 GX0704* NAVD 88     -       466.461  (meters)    1530.38   (feet)  ADJUSTED  
 GX0704  ___________________________________________________________________
 GX0704  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0704  DYNAMIC HT  -         466.071 (meters)    1529.10  (feet)  COMP
 GX0704  MODELED GRAV-     979,780.0   (mgal)                       NAVD 88
 GX0704
 GX0704  VERT ORDER  -  FIRST     CLASS II
 GX0704
 GX0704.The horizontal coordinates were scaled from a topographic map and have
 GX0704.an estimated accuracy of +/- 6 seconds.
 GX0704
 GX0704.The orthometric height was determined by differential leveling
 GX0704.and adjusted by the National Geodetic Survey in June 1991..
 GX0704
 GX0704.The geoid height was determined by GEOID03.
 GX0704
 GX0704.The dynamic height is computed by dividing the NAVD 88
 GX0704.geopotential number by the normal gravity value computed on the
 GX0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0704.degrees latitude (g = 980.6199 gals.).
 GX0704
 GX0704.The modeled gravity was interpolated from observed gravity values.
 GX0704
 GX0704;                    North         East    Units  Estimated Accuracy
 GX0704;SPC WV S     -    74,830.      623,500.      MT  (+/- 180 meters Scaled)
 GX0704
 GX0704                          SUPERSEDED SURVEY CONTROL
 GX0704
 GX0704  NGVD 29 (??/??/92)  466.622  (m)         1530.91   (f) ADJ UNCH    1 2
 GX0704
 GX0704.Superseded values are not recommended for survey control.
 GX0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0704.See file dsdata.txt to determine how the superseded data were derived.
 GX0704
 GX0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB234696(NAD 83)
 GX0704_MARKER: DB = BENCH MARK DISK
 GX0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0704_SP_SET: CULVERT
 GX0704_STAMPING: K 201 1958
 GX0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0704
 GX0704  HISTORY     - Date     Condition        Report By
 GX0704  HISTORY     - 1958     MONUMENTED       CGS
 GX0704  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0704
 GX0704                          STATION DESCRIPTION
 GX0704
 GX0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0704'0.6 MI SW FROM PENCE SPRINGS.
 GX0704'ABOUT 0.55 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0704'FROM THE CROSSING OF A BLACK TOP ROAD AT PENCE SPRINGS, 144
 GX0704'YARDS NORTHEAST OF THE CROSSING OF A PRIVATE ROAD, 112 YARDS
 GX0704'NORTHEAST OF MILEPOST 344, 10 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 GX0704'RAIL OF THE SOUTHEAST TRACK, 124 FEET NORTHEAST OF BENCH MARK
 GX0704'1531 (USGS), IN TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD
 GX0704'WALL OF A 5-FOOT CONCRETE CULVERT UNDER THE TRACK AND USED AS A
 GX0704'CATTLE PASS, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 GX0704
 GX0704                          STATION RECOVERY (1984)
 GX0704
 GX0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0704'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0704'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0675 ***********************************************************************
 GX0675  DESIGNATION -  K 202
 GX0675  PID         -  GX0675
 GX0675  STATE/COUNTY-  WV/GREENBRIER
 GX0675  USGS QUAD   -  FORT SPRING (1971)
 GX0675
 GX0675                         *CURRENT SURVEY CONTROL
 GX0675  ___________________________________________________________________
 GX0675* NAD 83(1986)-  37 44 29.     (N)    080 32 27.     (W)     SCALED    
 GX0675* NAVD 88     -       498.505  (meters)    1635.51   (feet)  ADJUSTED  
 GX0675  ___________________________________________________________________
 GX0675  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX0675  DYNAMIC HT  -         498.097 (meters)    1634.17  (feet)  COMP
 GX0675  MODELED GRAV-     979,796.3   (mgal)                       NAVD 88
 GX0675
 GX0675  VERT ORDER  -  FIRST     CLASS II
 GX0675
 GX0675.The horizontal coordinates were scaled from a topographic map and have
 GX0675.an estimated accuracy of +/- 6 seconds.
 GX0675
 GX0675.The orthometric height was determined by differential leveling
 GX0675.and adjusted by the National Geodetic Survey in June 1991..
 GX0675
 GX0675.The geoid height was determined by GEOID03.
 GX0675
 GX0675.The dynamic height is computed by dividing the NAVD 88
 GX0675.geopotential number by the normal gravity value computed on the
 GX0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0675.degrees latitude (g = 980.6199 gals.).
 GX0675
 GX0675.The modeled gravity was interpolated from observed gravity values.
 GX0675
 GX0675;                    North         East    Units  Estimated Accuracy
 GX0675;SPC WV S     -    82,390.      640,470.      MT  (+/- 180 meters Scaled)
 GX0675
 GX0675                          SUPERSEDED SURVEY CONTROL
 GX0675
 GX0675  NGVD 29 (??/??/92)  498.670  (m)         1636.05   (f) ADJ UNCH    1 2
 GX0675
 GX0675.Superseded values are not recommended for survey control.
 GX0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0675.See file dsdata.txt to determine how the superseded data were derived.
 GX0675
 GX0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB404772(NAD 83)
 GX0675_MARKER: DB = BENCH MARK DISK
 GX0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0675_SP_SET: TUNNEL
 GX0675_STAMPING: K 202 1958
 GX0675_MARK LOGO: CGS   
 GX0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0675
 GX0675  HISTORY     - Date     Condition        Report By
 GX0675  HISTORY     - 1958     MONUMENTED       CGS
 GX0675  HISTORY     - 1983     GOOD             NGS
 GX0675
 GX0675                          STATION DESCRIPTION
 GX0675
 GX0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0675'AT FORT SPRING.
 GX0675'AT FORT SPRING, 0.15 MILE EAST ALONG THE CHESAPEAKE AND OHIO
 GX0675'RAILWAY FROM THE STATION, 14 FEET NORTH OF THE NORTH RAIL, SET
 GX0675'VERTICALLY IN THE WEST FACE OF CONCRETE HEAD WALL OF WEST
 GX0675'END OF FORT SPRING TUNNEL, 3 1/2 FEET ABOVE THE GROUND, 7 1/2
 GX0675'FEET NORTH OF INSIDE EDGE OF TUNNEL, AND ABOUT 2 FEET ABOVE
 GX0675'THE LEVEL OF THE TRACK.
 GX0675
 GX0675                          STATION RECOVERY (1983)
 GX0675
 GX0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0675'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1983 DUE TO THE LINE
 GX0675'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1885 ***********************************************************************
 HX1885  SACS        -  This is a Secondary Airport Control Station.
 HX1885  DESIGNATION -  K 203
 HX1885  PID         -  HX1885
 HX1885  STATE/COUNTY-  WV/FAYETTE
 HX1885  USGS QUAD   -  MONTGOMERY (1976)
 HX1885
 HX1885                         *CURRENT SURVEY CONTROL
 HX1885  ___________________________________________________________________
 HX1885* NAD 83(1995)-  38 08 26.63658(N)    081 16 43.94663(W)     ADJUSTED  
 HX1885* NAVD 88     -       205.945  (meters)     675.67   (feet)  ADJUSTED  
 HX1885  ___________________________________________________________________
 HX1885  X           -     761,603.765 (meters)                     COMP
 HX1885  Y           -  -4,964,858.862 (meters)                     COMP
 HX1885  Z           -   3,917,849.081 (meters)                     COMP
 HX1885  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 HX1885  ELLIP HEIGHT-         173.95  (meters)          (01/16/02) GPS OBS
 HX1885  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX1885  DYNAMIC HT  -         205.797 (meters)     675.19  (feet)  COMP
 HX1885  MODELED GRAV-     979,905.8   (mgal)                       NAVD 88
 HX1885
 HX1885  HORZ ORDER  -  FIRST
 HX1885  VERT ORDER  -  FIRST     CLASS II
 HX1885  ELLP ORDER  -  FOURTH    CLASS II
 HX1885
 HX1885.This mark is at Summerville Airport (I07)
 HX1885
 HX1885.The horizontal coordinates were established by GPS observations
 HX1885.and adjusted by the National Geodetic Survey in January 2002..
 HX1885
 HX1885.The orthometric height was determined by differential leveling
 HX1885.and adjusted by the National Geodetic Survey in June 1991..
 HX1885
 HX1885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX1885
 HX1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1885
 HX1885.The ellipsoidal height was determined by GPS observations
 HX1885.and is referenced to NAD 83.
 HX1885
 HX1885.The geoid height was determined by GEOID03.
 HX1885
 HX1885.The dynamic height is computed by dividing the NAVD 88
 HX1885.geopotential number by the normal gravity value computed on the
 HX1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1885.degrees latitude (g = 980.6199 gals.).
 HX1885
 HX1885.The modeled gravity was interpolated from observed gravity values.
 HX1885
 HX1885;                    North         East     Units Scale Factor Converg.
 HX1885;SPC WV S     -   126,644.684   575,554.535   MT  0.99992597   -0 10 20.6
 HX1885;UTM  17      - 4,221,466.487   475,562.444   MT  0.99960735   -0 10 20.0
 HX1885
 HX1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1885!SPC WV S     -   0.99997271  x   0.99992597  =   0.99989868
 HX1885!UTM  17      -   0.99997271  x   0.99960735  =   0.99958007
 HX1885
 HX1885                          SUPERSEDED SURVEY CONTROL
 HX1885
 HX1885  ELLIP H (12/03/01)  174.01   (m)                       GP(       ) 4 2
 HX1885  ELLIP H (08/27/97)  173.98   (m)                       GP(       ) 4 2
 HX1885  NAD 83(1995)-  38 08 26.63619(N)    081 16 43.94381(W) AD(       ) 1
 HX1885  ELLIP H (08/26/97)  174.05   (m)                       GP(       ) 4 2
 HX1885  NGVD 29 (??/??/92)  206.132  (m)          676.28   (f) ADJ UNCH    1 2
 HX1885
 HX1885.Superseded values are not recommended for survey control.
 HX1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1885.See file dsdata.txt to determine how the superseded data were derived.
 HX1885
 HX1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7556221466(NAD 83)
 HX1885_MARKER: DB = BENCH MARK DISK
 HX1885_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HX1885_SP_SET: BRIDGE ABUTMENT
 HX1885_STAMPING: K 203 1959
 HX1885_MARK LOGO: CGS   
 HX1885_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX1885+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1996
 HX1885
 HX1885  HISTORY     - Date     Condition        Report By
 HX1885  HISTORY     - 1959     MONUMENTED       CGS
 HX1885  HISTORY     - 19960702 GOOD             NGS
 HX1885  HISTORY     - 19960702 GOOD             NGS
 HX1885
 HX1885                          STATION DESCRIPTION
 HX1885
 HX1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1885'AT ALLOY.
 HX1885'AT ALLOY, ABOUT 0.3 MILE NORTHWEST ALONG THE NEW YORK CENTRAL
 HX1885'RAILROAD FROM THE STATION, BETWEEN THE TRACK AND U.S. HIGHWAY 21
 HX1885'AND 60, 123 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 HX1885'TRACK, 32 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HX1885'IN TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT TO A
 HX1885'OVERPASS OVER THE TRACK AND UNDER A DRIVE LEADING FROM THE
 HX1885'HIGHWAY TO THE UNION CARBIDE METALS COMPANY, 21 FEET NORTHWEST
 HX1885'OF THE CENTER LINE OF THE DRIVE, 2 FEET SOUTHEAST OF THE
 HX1885'NORTHEAST END OF THE ABUTMENT, AND ABOUT 1 FOOT BELOW THE LEVEL
 HX1885'OF THE HIGHWAY.
 HX1885
 HX1885                          STATION RECOVERY (1996)
 HX1885
 HX1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HX1885'THE STATION IS LOCATED IN ALLOY, ABOUT 20 MILES (32.2 KM) SOUTHEAST OF
 HX1885'CHARLESTON, AT THE ENTRANCE TO THE ELKEM METALS CO., IN THE TOP OF THE
 HX1885'NORTHEAST ABUTMENT OF A BRIDGE OVER RAILROAD TRACKS LEADING TO THE
 HX1885'ELKEM METAL CO.  OWNERSHIP UNKNOWN TO REACH FROM THE POST OFFICE ON
 HX1885'THE SOUTHEAST SIDE OF ALLOY, GO NORTHWEST ON US HIGHWAY 60 FOR O.3 MI.
 HX1885'TO THE STATION AND ENTRANCE TO THE ELKEM METAL CO.  ON THE LEFT.  THE
 HX1885'STATION IS SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 HX1885'ABUTMENT OF THE BRIDGE.  IT IS 6.7 M (22.0 FT) NORTHWEST FROM THE
 HX1885'CENTER LINE OF THE ENTRANCE DRIVE, 4.0 M (13.1 FT) SOUTHEAST FROM A
 HX1885'POWER POLE, AND 1.8 M (5.9 FT) SOUTHWEST FROM CORNER POST OF CABLE
 HX1885'FENCE, AND ABOUT 1 FT (0.3 M) BELOW LEVEL OF SIDEWALK.
 HX1885
 HX1885                          STATION RECOVERY (1996)
 HX1885
 HX1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HX1885'THE STATION IS LOCATED IN ALLOY, ABOUT 20 MI (32.2 KM) SOUTHEAST OF
 HX1885'CHARLESTON, AT THE ENTRANCE TO THE ELKEM METALS COMPANY, IN THE TOP OF
 HX1885'THE NORTHEAST ABUTMENT OF A BRIDGE OVER RAILROAD TRACKS LEADING TO THE
 HX1885'ELKEM METAL CO.  OWNERSHIP UNKNOWN TO REACH FROM THE POST OFFICE ON
 HX1885'THE SOUTHEAST SIDE OF ALLOW, GO NORTHWEST ON US HIGHWAY 60 FOR 0.3 MI.
 HX1885'(0.5 KM) TO THE STATION AND ENTRANCE TO THE ELKEM METAL CO.  ON THE
 HX1885'LEFT.  IT IS SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 HX1885'ABUTMENT OF THE BRIDGE.  IT IS 6.7 M (22.0 FT) NORTHWEST FROM THE
 HX1885'CENTER LINE OF THE ENTRANCE DRIVE, 4.0 M (13.1 FT) SOUTHEAST FROM A
 HX1885'POWER POLE, 1.8 M (5.9 FT) SOUTHWEST FROM CORNER POST OF A CABLE
 HX1885'FENCE, AND ABOUT 1 FT (0.3 M) BELOW LEVEL OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1856 ***********************************************************************
 HX1856  DESIGNATION -  K 204
 HX1856  PID         -  HX1856
 HX1856  STATE/COUNTY-  WV/FAYETTE
 HX1856  USGS QUAD   -  FAYETTEVILLE (1976)
 HX1856
 HX1856                         *CURRENT SURVEY CONTROL
 HX1856  ___________________________________________________________________
 HX1856* NAD 83(1986)-  38 02 57.     (N)    081 02 15.     (W)     SCALED    
 HX1856* NAVD 88     -       289.606  (meters)     950.15   (feet)  ADJUSTED  
 HX1856  ___________________________________________________________________
 HX1856  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HX1856  DYNAMIC HT  -         289.375 (meters)     949.39  (feet)  COMP
 HX1856  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 HX1856
 HX1856  VERT ORDER  -  FIRST     CLASS II
 HX1856
 HX1856.The horizontal coordinates were scaled from a topographic map and have
 HX1856.an estimated accuracy of +/- 6 seconds.
 HX1856
 HX1856.The orthometric height was determined by differential leveling
 HX1856.and adjusted by the National Geodetic Survey in June 1991..
 HX1856
 HX1856.The geoid height was determined by GEOID03.
 HX1856
 HX1856.The dynamic height is computed by dividing the NAVD 88
 HX1856.geopotential number by the normal gravity value computed on the
 HX1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1856.degrees latitude (g = 980.6199 gals.).
 HX1856
 HX1856.The modeled gravity was interpolated from observed gravity values.
 HX1856
 HX1856;                    North         East    Units  Estimated Accuracy
 HX1856;SPC WV S     -   116,450.      596,710.      MT  (+/- 180 meters Scaled)
 HX1856
 HX1856                          SUPERSEDED SURVEY CONTROL
 HX1856
 HX1856  NGVD 29 (??/??/92)  289.767  (m)          950.68   (f) ADJ UNCH    1 2
 HX1856
 HX1856.Superseded values are not recommended for survey control.
 HX1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1856.See file dsdata.txt to determine how the superseded data were derived.
 HX1856
 HX1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC967112(NAD 83)
 HX1856_MARKER: DB = BENCH MARK DISK
 HX1856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1856_SP_SET: BRIDGE
 HX1856_STAMPING: K 204 1959
 HX1856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1856
 HX1856  HISTORY     - Date     Condition        Report By
 HX1856  HISTORY     - 1959     MONUMENTED       CGS
 HX1856
 HX1856                          STATION DESCRIPTION
 HX1856
 HX1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1856'AT NUTTALL.
 HX1856'AT NUTTALL, ABOUT 9 RAIL SOUTHEAST ALONG THE CHESAPEAKE AND
 HX1856'OHIO RAILWAY FROM THE STATION, 18 1/2 FEET NORTHEAST OF AND
 HX1856'ACROSS A SIDE TRACK FROM THE NORTHEAST RAIL OF THE MAIN TRACK,
 HX1856'5 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF SIDE TRACK, IN
 HX1856'TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL TO A 15-FOOT
 HX1856'ARCHED BRIDGE OVER SHORT CREEK, 6 FEET SOUTHEAST OF THE NORTHWEST
 HX1856'END OF THE HEAD WALL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 HX1856'MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2041 ***********************************************************************
 HX2041  DESIGNATION -  K 205
 HX2041  PID         -  HX2041
 HX2041  STATE/COUNTY-  WV/KANAWHA
 HX2041  USGS QUAD   -  BELLE (1977)
 HX2041
 HX2041                         *CURRENT SURVEY CONTROL
 HX2041  ___________________________________________________________________
 HX2041* NAD 83(1986)-  38 14 16.     (N)    081 32 36.     (W)     SCALED    
 HX2041* NAVD 88     -       186.180  (meters)     610.83   (feet)  ADJUSTED  
 HX2041  ___________________________________________________________________
 HX2041  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HX2041  DYNAMIC HT  -         186.049 (meters)     610.40  (feet)  COMP
 HX2041  MODELED GRAV-     979,924.4   (mgal)                       NAVD 88
 HX2041
 HX2041  VERT ORDER  -  FIRST     CLASS II
 HX2041
 HX2041.The horizontal coordinates were scaled from a topographic map and have
 HX2041.an estimated accuracy of +/- 6 seconds.
 HX2041
 HX2041.The orthometric height was determined by differential leveling
 HX2041.and adjusted by the National Geodetic Survey in June 1991..
 HX2041
 HX2041.The geoid height was determined by GEOID03.
 HX2041
 HX2041.The dynamic height is computed by dividing the NAVD 88
 HX2041.geopotential number by the normal gravity value computed on the
 HX2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2041.degrees latitude (g = 980.6199 gals.).
 HX2041
 HX2041.The modeled gravity was interpolated from observed gravity values.
 HX2041
 HX2041;                    North         East    Units  Estimated Accuracy
 HX2041;SPC WV S     -   137,520.      552,440.      MT  (+/- 180 meters Scaled)
 HX2041
 HX2041                          SUPERSEDED SURVEY CONTROL
 HX2041
 HX2041  NGVD 29 (??/??/92)  186.376  (m)          611.47   (f) ADJ UNCH    1 2
 HX2041
 HX2041.Superseded values are not recommended for survey control.
 HX2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2041.See file dsdata.txt to determine how the superseded data were derived.
 HX2041
 HX2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC524323(NAD 83)
 HX2041_MARKER: DB = BENCH MARK DISK
 HX2041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2041_SP_SET: ABUTMENT
 HX2041_STAMPING: K 205 1959
 HX2041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2041
 HX2041  HISTORY     - Date     Condition        Report By
 HX2041  HISTORY     - 1959     MONUMENTED       CGS
 HX2041
 HX2041                          STATION DESCRIPTION
 HX2041
 HX2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX2041'AT BELLE.
 HX2041'AT BELLE, AT THE NEW YORK CENTRAL RAILROAD STATION, BETWEEN THE
 HX2041'TRACK AND A NEW HIGHWAY NOW UNDER CONSTRUCTION, 13 FEET
 HX2041'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 21 FEET
 HX2041'NORTHWEST OF AND ACROSS REYNOLDS BRANCH FROM THE WEST CORNER OF
 HX2041'THE STATION, IN TOP OF THE NORTHEAST END OF THE NORTHWEST
 HX2041'ABUTMENT (BRIDGE SEAT), TO A 20-FOOT BRIDGE OVER REYNOLDS BRANCH,
 HX2041'5 FEET SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT, AND ABOUT
 HX2041'5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0761 ***********************************************************************
 GX0761  DESIGNATION -  K 206
 GX0761  PID         -  GX0761
 GX0761  STATE/COUNTY-  WV/FAYETTE
 GX0761  USGS QUAD   -  DANESE (1987)
 GX0761
 GX0761                         *CURRENT SURVEY CONTROL
 GX0761  ___________________________________________________________________
 GX0761* NAD 83(1986)-  37 57 45.     (N)    080 57 47.     (W)     SCALED    
 GX0761* NAVD 88     -       839.146  (meters)    2753.10   (feet)  ADJUSTED  
 GX0761  ___________________________________________________________________
 GX0761  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX0761  DYNAMIC HT  -         838.465 (meters)    2750.86  (feet)  COMP
 GX0761  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 GX0761
 GX0761  VERT ORDER  -  SECOND    CLASS 0
 GX0761
 GX0761.The horizontal coordinates were scaled from a topographic map and have
 GX0761.an estimated accuracy of +/- 6 seconds.
 GX0761
 GX0761.The orthometric height was determined by differential leveling
 GX0761.and adjusted by the National Geodetic Survey in June 1991..
 GX0761
 GX0761.The geoid height was determined by GEOID03.
 GX0761
 GX0761.The dynamic height is computed by dividing the NAVD 88
 GX0761.geopotential number by the normal gravity value computed on the
 GX0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0761.degrees latitude (g = 980.6199 gals.).
 GX0761
 GX0761.The modeled gravity was interpolated from observed gravity values.
 GX0761
 GX0761;                    North         East    Units  Estimated Accuracy
 GX0761;SPC WV S     -   106,830.      603,250.      MT  (+/- 180 meters Scaled)
 GX0761
 GX0761                          SUPERSEDED SURVEY CONTROL
 GX0761
 GX0761  NGVD 29 (??/??/92)  839.307  (m)         2753.63   (f) ADJ UNCH    2 0
 GX0761
 GX0761.Superseded values are not recommended for survey control.
 GX0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0761.See file dsdata.txt to determine how the superseded data were derived.
 GX0761
 GX0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC032016(NAD 83)
 GX0761_MARKER: DB = BENCH MARK DISK
 GX0761_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0761_SP_SET: UNSPECIFIED ROCK
 GX0761_STAMPING: K 206 1961
 GX0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0761
 GX0761  HISTORY     - Date     Condition        Report By
 GX0761  HISTORY     - 1961     MONUMENTED       CGS
 GX0761
 GX0761                          STATION DESCRIPTION
 GX0761
 GX0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0761'5.2 MI SE FROM SEWELL.
 GX0761'ABOUT 5.25 SOUTHEAST ALONG A ROUGH MOUNTAIN ROAD FROM THE
 GX0761'CHESAPEAKE AND OHIO RAILWAY STATION AT SEWELL, ABOUT 1.65 MILES
 GX0761'SOUTHWEST ALONG A ROUGH MOUNTAIN ROAD FROM THE ADMINISTRATION
 GX0761'BUILDING AT BABCOCK STATE PARK, ABOUT 0.25 MILE WEST OF THE
 GX0761'JUNCTION OF A SIDE ROAD LEADING WEST, ALONG THE EAST SLOPE OF
 GX0761'THE MOUNTAIN, AT THE INSIDE OF A SHARP CURVE, SET ON THE TOP OF
 GX0761'A LARGE FLAT ROCK THAT IS PARTLY COVERED WITH DIRT, 24 FEET NORTH
 GX0761'OF THE CENTER LINE OF THE ROAD, 9 FEET WEST OF THE EAST END OF THE
 GX0761'ROCK AND ABOUT LEVEL WITH THE ROAD AT THE CENTER OF THE CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0775 ***********************************************************************
 GX0775  DESIGNATION -  K 207
 GX0775  PID         -  GX0775
 GX0775  STATE/COUNTY-  WV/FAYETTE
 GX0775  USGS QUAD   -  DANESE (1987)
 GX0775
 GX0775                         *CURRENT SURVEY CONTROL
 GX0775  ___________________________________________________________________
 GX0775* NAD 83(1986)-  37 55 23.     (N)    080 56 29.     (W)     SCALED    
 GX0775* NAVD 88     -       828.482  (meters)    2718.11   (feet)  ADJUSTED  
 GX0775  ___________________________________________________________________
 GX0775  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX0775  DYNAMIC HT  -         827.800 (meters)    2715.87  (feet)  COMP
 GX0775  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 GX0775
 GX0775  VERT ORDER  -  SECOND    CLASS 0
 GX0775
 GX0775.The horizontal coordinates were scaled from a topographic map and have
 GX0775.an estimated accuracy of +/- 6 seconds.
 GX0775
 GX0775.The orthometric height was determined by differential leveling
 GX0775.and adjusted by the National Geodetic Survey in June 1991..
 GX0775
 GX0775.The geoid height was determined by GEOID03.
 GX0775
 GX0775.The dynamic height is computed by dividing the NAVD 88
 GX0775.geopotential number by the normal gravity value computed on the
 GX0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0775.degrees latitude (g = 980.6199 gals.).
 GX0775
 GX0775.The modeled gravity was interpolated from observed gravity values.
 GX0775
 GX0775;                    North         East    Units  Estimated Accuracy
 GX0775;SPC WV S     -   102,450.      605,150.      MT  (+/- 180 meters Scaled)
 GX0775
 GX0775                          SUPERSEDED SURVEY CONTROL
 GX0775
 GX0775  NGVD 29 (??/??/92)  828.637  (m)         2718.62   (f) ADJ UNCH    2 0
 GX0775
 GX0775.Superseded values are not recommended for survey control.
 GX0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0775.See file dsdata.txt to determine how the superseded data were derived.
 GX0775
 GX0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB051972(NAD 83)
 GX0775_MARKER: DB = BENCH MARK DISK
 GX0775_SETTING: 66 = SET IN ROCK OUTCROP
 GX0775_SP_SET: ROCK CUT
 GX0775_STAMPING: K 207 1961
 GX0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0775+STABILITY: POSITION/ELEVATION WELL
 GX0775
 GX0775  HISTORY     - Date     Condition        Report By
 GX0775  HISTORY     - 1961     MONUMENTED       CGS
 GX0775
 GX0775                          STATION DESCRIPTION
 GX0775
 GX0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0775'2.4 MI NE FROM LAYLAND.
 GX0775'ABOUT 2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM A CONCRETE
 GX0775'BLOCK BUILDING FOR A CHURCH AT LAYLAND, AT MAPLE WOOD, ABOUT 90
 GX0775'YARDS NORTHEAST OF A SLIGHTLY JOGGED ROAD CROSSING, SET VERTICALLY
 GX0775'IN THE SOUTHEAST FACE OF A ROCK CUT THAT IS ABOUT 150 FEET LONG
 GX0775'AND 15 FEET HIGH, 17 FEET NORTHWEST OF THE CENTER LINE OF THE
 GX0775'HIGHWAY, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND, DIRECTLY
 GX0775'UNDER THE HIGHEST PART OF THE ROCK CUT AND 3 FEET ABOVE THE LEVEL
 GX0775'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0808 ***********************************************************************
 GX0808  DESIGNATION -  K 208
 GX0808  PID         -  GX0808
 GX0808  STATE/COUNTY-  WV/SUMMERS
 GX0808  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0808
 GX0808                         *CURRENT SURVEY CONTROL
 GX0808  ___________________________________________________________________
 GX0808* NAD 83(1986)-  37 48 59.     (N)    080 48 52.     (W)     SCALED    
 GX0808* NAVD 88     -       494.115  (meters)    1621.11   (feet)  ADJUSTED  
 GX0808  ___________________________________________________________________
 GX0808  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX0808  DYNAMIC HT  -         493.714 (meters)    1619.79  (feet)  COMP
 GX0808  MODELED GRAV-     979,803.5   (mgal)                       NAVD 88
 GX0808
 GX0808  VERT ORDER  -  SECOND    CLASS 0
 GX0808
 GX0808.The horizontal coordinates were scaled from a topographic map and have
 GX0808.an estimated accuracy of +/- 6 seconds.
 GX0808
 GX0808.The orthometric height was determined by differential leveling
 GX0808.and adjusted by the National Geodetic Survey in June 1991..
 GX0808
 GX0808.The geoid height was determined by GEOID03.
 GX0808
 GX0808.The dynamic height is computed by dividing the NAVD 88
 GX0808.geopotential number by the normal gravity value computed on the
 GX0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0808.degrees latitude (g = 980.6199 gals.).
 GX0808
 GX0808.The modeled gravity was interpolated from observed gravity values.
 GX0808
 GX0808;                    North         East    Units  Estimated Accuracy
 GX0808;SPC WV S     -    90,630.      616,340.      MT  (+/- 180 meters Scaled)
 GX0808
 GX0808                          SUPERSEDED SURVEY CONTROL
 GX0808
 GX0808  NGVD 29 (??/??/92)  494.282  (m)         1621.66   (f) ADJ UNCH    2 0
 GX0808
 GX0808.Superseded values are not recommended for survey control.
 GX0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0808.See file dsdata.txt to determine how the superseded data were derived.
 GX0808
 GX0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB163854(NAD 83)
 GX0808_MARKER: DB = BENCH MARK DISK
 GX0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0808_SP_SET: CULVERT
 GX0808_STAMPING: K 208 1961
 GX0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0808
 GX0808  HISTORY     - Date     Condition        Report By
 GX0808  HISTORY     - 1961     MONUMENTED       CGS
 GX0808
 GX0808                          STATION DESCRIPTION
 GX0808
 GX0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0808'0.9 MI SW FROM ELTON.
 GX0808'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE CHURCH
 GX0808'OF CHRIST AT ELTON, ABOUT 0.7 MILE NORTH OF THE GREEN SULPHUR
 GX0808'SPRINGS GRADE SCHOOL, ABOUT 0.6 MILE NORTH OF THE JUNCTION OF
 GX0808'COUNTY ROAD NO. 4, NEAR THE JUNCTION OF A PRIVATE DRIVEWAY, SET
 GX0808'ON TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
 GX0808'10 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 20 FEET EAST OF
 GX0808'THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF
 GX0808'THE HEADWALL AND 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0835 ***********************************************************************
 GX0835  DESIGNATION -  K 209
 GX0835  PID         -  GX0835
 GX0835  STATE/COUNTY-  WV/GREENBRIER
 GX0835  USGS QUAD   -  RAINELLE (1976)
 GX0835
 GX0835                         *CURRENT SURVEY CONTROL
 GX0835  ___________________________________________________________________
 GX0835* NAD 83(1986)-  37 57 53.     (N)    080 46 54.     (W)     SCALED    
 GX0835* NAVD 88     -       730.751  (meters)    2397.47   (feet)  ADJUSTED  
 GX0835  ___________________________________________________________________
 GX0835  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX0835  DYNAMIC HT  -         730.141 (meters)    2395.47  (feet)  COMP
 GX0835  MODELED GRAV-     979,770.0   (mgal)                       NAVD 88
 GX0835
 GX0835  VERT ORDER  -  SECOND    CLASS 0
 GX0835
 GX0835.The horizontal coordinates were scaled from a topographic map and have
 GX0835.an estimated accuracy of +/- 6 seconds.
 GX0835
 GX0835.The orthometric height was determined by differential leveling
 GX0835.and adjusted by the National Geodetic Survey in June 1991..
 GX0835
 GX0835.The geoid height was determined by GEOID03.
 GX0835
 GX0835.The dynamic height is computed by dividing the NAVD 88
 GX0835.geopotential number by the normal gravity value computed on the
 GX0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0835.degrees latitude (g = 980.6199 gals.).
 GX0835
 GX0835.The modeled gravity was interpolated from observed gravity values.
 GX0835
 GX0835;                    North         East    Units  Estimated Accuracy
 GX0835;SPC WV S     -   107,100.      619,190.      MT  (+/- 180 meters Scaled)
 GX0835
 GX0835                          SUPERSEDED SURVEY CONTROL
 GX0835
 GX0835  NGVD 29 (??/??/92)  730.892  (m)         2397.93   (f) ADJ UNCH    2 0
 GX0835
 GX0835.Superseded values are not recommended for survey control.
 GX0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0835.See file dsdata.txt to determine how the superseded data were derived.
 GX0835
 GX0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC191019(NAD 83)
 GX0835_MARKER: DB = BENCH MARK DISK
 GX0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0835_SP_SET: BRIDGE
 GX0835_STAMPING: K 209 1961
 GX0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0835
 GX0835  HISTORY     - Date     Condition        Report By
 GX0835  HISTORY     - 1961     MONUMENTED       CGS
 GX0835
 GX0835                          STATION DESCRIPTION
 GX0835
 GX0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0835'0.3 MI SW FROM RAINELLE.
 GX0835'ABOUT 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 20 FROM ITS
 GX0835'JUNCTION WITH U.S. HIGHWAY 60 AT RAINELLE, SET ON TOP OF THE
 GX0835'CONCRETE GUARD RAIL BASE AND NEAR THE SOUTH CORNER OF A 15-FOOT
 GX0835'CONCRETE BRIDGE OVER WOLFPEN CREEK, 16 FEET SOUTHEAST OF THE
 GX0835'CENTER LINE OF THE HIGHWAY, 2 1/2 FEET NORTHEAST OF THE SOUTHWEST
 GX0835'END OF THE GUARD RAIL AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THE
 GX0835'MARK IS DIRECTLY ACROSS THE HIGHWAY FROM THE RAINELLE GOLF COURSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0788 ***********************************************************************
 KY0788  DESIGNATION -  K 21
 KY0788  PID         -  KY0788
 KY0788  STATE/COUNTY-  WV/BROOKE
 KY0788  USGS QUAD   -  WEIRTON (1994)
 KY0788
 KY0788                         *CURRENT SURVEY CONTROL
 KY0788  ___________________________________________________________________
 KY0788* NAD 83(1986)-  40 23 19.     (N)    080 35 38.     (W)     SCALED    
 KY0788* NAVD 88     -       208.047  (meters)     682.57   (feet)  ADJUSTED  
 KY0788  ___________________________________________________________________
 KY0788  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KY0788  DYNAMIC HT  -         207.938 (meters)     682.21  (feet)  COMP
 KY0788  MODELED GRAV-     980,098.3   (mgal)                       NAVD 88
 KY0788
 KY0788  VERT ORDER  -  FIRST     CLASS II
 KY0788
 KY0788.The horizontal coordinates were scaled from a topographic map and have
 KY0788.an estimated accuracy of +/- 6 seconds.
 KY0788
 KY0788.The orthometric height was determined by differential leveling
 KY0788.and adjusted by the National Geodetic Survey in June 1991..
 KY0788.WARNING-Repeat measurements at this control monument indicate possible
 KY0788.vertical movement.
 KY0788
 KY0788.The geoid height was determined by GEOID03.
 KY0788
 KY0788.The dynamic height is computed by dividing the NAVD 88
 KY0788.geopotential number by the normal gravity value computed on the
 KY0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0788.degrees latitude (g = 980.6199 gals.).
 KY0788
 KY0788.The modeled gravity was interpolated from observed gravity values.
 KY0788
 KY0788;                    North         East    Units  Estimated Accuracy
 KY0788;SPC WV N     -   210,250.      507,120.      MT  (+/- 180 meters Scaled)
 KY0788
 KY0788                          SUPERSEDED SURVEY CONTROL
 KY0788
 KY0788  NGVD 29 (??/??/92)  208.242  (m)          683.21   (f) ADJ UNCH    1 2
 KY0788
 KY0788.Superseded values are not recommended for survey control.
 KY0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0788.See file dsdata.txt to determine how the superseded data were derived.
 KY0788
 KY0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE344709(NAD 83)
 KY0788_MARKER: DB = BENCH MARK DISK
 KY0788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0788_SP_SET: WALL
 KY0788_STAMPING: K 21 1935
 KY0788_MARK LOGO: CGS   
 KY0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0788+STABILITY: POSITION/ELEVATION WELL
 KY0788
 KY0788  HISTORY     - Date     Condition        Report By
 KY0788  HISTORY     - 1935     MONUMENTED       CGS
 KY0788  HISTORY     - 1960     GOOD             NGS
 KY0788  HISTORY     - 1983     GOOD             NGS
 KY0788
 KY0788                          STATION DESCRIPTION
 KY0788
 KY0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0788'0.2 MI NNE FROM WEIRTON JUNCTION.
 KY0788'ABOUT 0.2 MILE NORTH-NORTHEAST ALONG THE PENNSYLVANIA
 KY0788'RAILROAD FROM THE TELEGRAPH TOWER AT WEIRTON JUNCTION, 0.9
 KY0788'MILE SOUTHWEST OF JUNCTION OF TRACKS LEADING NORTH TO WEIRTON
 KY0788'AND EAST TO PITTSBURG AT HOLIDAY COVE, 9 FEET SOUTH-SOUTHEAST
 KY0788'OF THE SOUTH-SOUTHEAST RAIL OF THE SOUTH-SOUTHEAST TRACK, IN TOP
 KY0788'OF THE SOUTHWEST WING WALL OF RAILROAD OVERPASS NO. 40-88
 KY0788'OVER STATE HIGHWAY 2, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 KY0788'TRACK.  ALSO ABOUT 1.9 MILES SOUTH ALONG THE PENNSYLVANIA
 KY0788'RAILROAD FROM THE STATION AT WEIRTON, HANCOCK COUNTY.
 KY0788
 KY0788                          STATION RECOVERY (1983)
 KY0788
 KY0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0936 ***********************************************************************
 GX0936  DESIGNATION -  K 210
 GX0936  PID         -  GX0936
 GX0936  STATE/COUNTY-  WV/GREENBRIER
 GX0936  USGS QUAD   -  RUPERT (1981)
 GX0936
 GX0936                         *CURRENT SURVEY CONTROL
 GX0936  ___________________________________________________________________
 GX0936* NAD 83(1986)-  37 59 10.     (N)    080 43 31.     (W)     SCALED    
 GX0936* NAVD 88     -       733.738  (meters)    2407.27   (feet)  ADJUSTED  
 GX0936  ___________________________________________________________________
 GX0936  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX0936  DYNAMIC HT  -         733.130 (meters)    2405.28  (feet)  COMP
 GX0936  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 GX0936
 GX0936  VERT ORDER  -  SECOND    CLASS 0
 GX0936
 GX0936.The horizontal coordinates were scaled from a topographic map and have
 GX0936.an estimated accuracy of +/- 6 seconds.
 GX0936
 GX0936.The orthometric height was determined by differential leveling
 GX0936.and adjusted by the National Geodetic Survey in June 1991..
 GX0936
 GX0936.The geoid height was determined by GEOID03.
 GX0936
 GX0936.The dynamic height is computed by dividing the NAVD 88
 GX0936.geopotential number by the normal gravity value computed on the
 GX0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0936.degrees latitude (g = 980.6199 gals.).
 GX0936
 GX0936.The modeled gravity was interpolated from observed gravity values.
 GX0936
 GX0936;                    North         East    Units  Estimated Accuracy
 GX0936;SPC WV S     -   109,480.      624,130.      MT  (+/- 180 meters Scaled)
 GX0936
 GX0936                          SUPERSEDED SURVEY CONTROL
 GX0936
 GX0936  NGVD 29 (??/??/92)  733.880  (m)         2407.74   (f) ADJ UNCH    2 0
 GX0936
 GX0936.Superseded values are not recommended for survey control.
 GX0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0936.See file dsdata.txt to determine how the superseded data were derived.
 GX0936
 GX0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC241043(NAD 83)
 GX0936_MARKER: DB = BENCH MARK DISK
 GX0936_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0936_SP_SET: UNSPECIFIED ROCK
 GX0936_STAMPING: K 210 1961
 GX0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0936
 GX0936  HISTORY     - Date     Condition        Report By
 GX0936  HISTORY     - 1961     MONUMENTED       CGS
 GX0936
 GX0936                          STATION DESCRIPTION
 GX0936
 GX0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0936'1.4 MI SE FROM CHARMCO.
 GX0936'ABOUT 1.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 GX0936'JUNCTION OF STATE HIGHWAY 20 AT CHARMCO, 0.65 MILE SOUTHEAST
 GX0936'OF THE GORDON FREEWILL BAPTIST CHURCH, 0.45 MILE NORTHWEST OF A
 GX0936'20 FOOT CONCRETE BRIDGE OVER MILL CREEK, AT THE INSIDE OF A CURVE,
 GX0936'SET ON THE TOP OF THE SOUTH EDGE OF A ROCK THAT IS 10 FEET LONG
 GX0936'AND 2 FEET HIGH AND PROJECTS OUT OF A HIGH BANK, 18 FEET NORTHEAST
 GX0936'OF THE CENTER LINE OF THE HIGHWAY, 7 FEET EAST OF THE WEST
 GX0936'END OF THE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0877 ***********************************************************************
 GX0877  DESIGNATION -  K 211
 GX0877  PID         -  GX0877
 GX0877  STATE/COUNTY-  WV/SUMMERS
 GX0877  USGS QUAD   -  TALCOTT (1968)
 GX0877
 GX0877                         *CURRENT SURVEY CONTROL
 GX0877  ___________________________________________________________________
 GX0877* NAD 83(1986)-  37 39 25.     (N)    080 48 30.     (W)     SCALED    
 GX0877* NAVD 88     -       470.894  (meters)    1544.92   (feet)  ADJUSTED  
 GX0877  ___________________________________________________________________
 GX0877  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX0877  DYNAMIC HT  -         470.502 (meters)    1543.64  (feet)  COMP
 GX0877  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 GX0877
 GX0877  VERT ORDER  -  SECOND    CLASS 0
 GX0877
 GX0877.The horizontal coordinates were scaled from a topographic map and have
 GX0877.an estimated accuracy of +/- 6 seconds.
 GX0877
 GX0877.The orthometric height was determined by differential leveling
 GX0877.and adjusted by the National Geodetic Survey in June 1991..
 GX0877
 GX0877.The geoid height was determined by GEOID03.
 GX0877
 GX0877.The dynamic height is computed by dividing the NAVD 88
 GX0877.geopotential number by the normal gravity value computed on the
 GX0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0877.degrees latitude (g = 980.6199 gals.).
 GX0877
 GX0877.The modeled gravity was interpolated from observed gravity values.
 GX0877
 GX0877;                    North         East    Units  Estimated Accuracy
 GX0877;SPC WV S     -    72,930.      616,910.      MT  (+/- 180 meters Scaled)
 GX0877
 GX0877                          SUPERSEDED SURVEY CONTROL
 GX0877
 GX0877  NGVD 29 (??/??/92)  471.056  (m)         1545.46   (f) ADJ UNCH    2 0
 GX0877
 GX0877.Superseded values are not recommended for survey control.
 GX0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0877.See file dsdata.txt to determine how the superseded data were derived.
 GX0877
 GX0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB169677(NAD 83)
 GX0877_MARKER: DB = BENCH MARK DISK
 GX0877_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0877_SP_SET: UNSPECIFIED ROCK
 GX0877_STAMPING: K 211 1961
 GX0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0877
 GX0877  HISTORY     - Date     Condition        Report By
 GX0877  HISTORY     - 1961     MONUMENTED       CGS
 GX0877
 GX0877                          STATION DESCRIPTION
 GX0877
 GX0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0877'3.9 MI NW FROM TALCOTT.
 GX0877'ABOUT 3.65 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0877'THE STATION AT TALCOTT, THENCE 0.25 MILE NORTH ALONG POWLEY CREEK
 GX0877'ROAD, ABOUT 0.2 MILE SOUTH OF THE FREEDOM BAPTIST CHURCH AT POWLEY
 GX0877'CREEK, NEAR THE SOUTH END OF A CURVE, SET VERTICALLY IN THE EAST
 GX0877'FACE OF A ROCK THAT IS 15 FEET LONG AND 3 1/2 FEET HIGH THAT IS
 GX0877'PART OF THE MOUNTAIN, 12 FEET WEST OF THE CENTER LINE OF THE ROAD,
 GX0877'6 FEET NORTH OF THE SOUTH END OF THE ROCK, 2 FEET ABOVE THE LEVEL
 GX0877'OF THE GROUND AND 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0903 ***********************************************************************
 GX0903  DESIGNATION -  K 212
 GX0903  PID         -  GX0903
 GX0903  STATE/COUNTY-  WV/SUMMERS
 GX0903  USGS QUAD   -  DAWSON (1971)
 GX0903
 GX0903                         *CURRENT SURVEY CONTROL
 GX0903  ___________________________________________________________________
 GX0903* NAD 83(1986)-  37 47 41.     (N)    080 42 26.     (W)     SCALED    
 GX0903* NAVD 88     -       832.665  (meters)    2731.84   (feet)  ADJUSTED  
 GX0903  ___________________________________________________________________
 GX0903  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0903  DYNAMIC HT  -         831.974 (meters)    2729.57  (feet)  COMP
 GX0903  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 GX0903
 GX0903  VERT ORDER  -  SECOND    CLASS 0
 GX0903
 GX0903.The horizontal coordinates were scaled from a topographic map and have
 GX0903.an estimated accuracy of +/- 6 seconds.
 GX0903
 GX0903.The orthometric height was determined by differential leveling
 GX0903.and adjusted by the National Geodetic Survey in June 1991..
 GX0903
 GX0903.The geoid height was determined by GEOID03.
 GX0903
 GX0903.The dynamic height is computed by dividing the NAVD 88
 GX0903.geopotential number by the normal gravity value computed on the
 GX0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0903.degrees latitude (g = 980.6199 gals.).
 GX0903
 GX0903.The modeled gravity was interpolated from observed gravity values.
 GX0903
 GX0903;                    North         East    Units  Estimated Accuracy
 GX0903;SPC WV S     -    88,250.      625,790.      MT  (+/- 180 meters Scaled)
 GX0903
 GX0903                          SUPERSEDED SURVEY CONTROL
 GX0903
 GX0903  NGVD 29 (??/??/92)  832.830  (m)         2732.38   (f) ADJ UNCH    2 0
 GX0903
 GX0903.Superseded values are not recommended for survey control.
 GX0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0903.See file dsdata.txt to determine how the superseded data were derived.
 GX0903
 GX0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB257830(NAD 83)
 GX0903_MARKER: DB = BENCH MARK DISK
 GX0903_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0903_SP_SET: UNSPECIFIED ROCK
 GX0903_STAMPING: K 212 1961
 GX0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0903
 GX0903  HISTORY     - Date     Condition        Report By
 GX0903  HISTORY     - 1961     MONUMENTED       CGS
 GX0903
 GX0903                          STATION DESCRIPTION
 GX0903
 GX0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0903'3.5 MI SE FROM GRASSY MEADOWS.
 GX0903'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 GX0903'OFFICE AT GRASSY MEADOWS, THENCE 1.75 MILES SOUTH ALONG A ROUGH
 GX0903'GRADED ROAD, ABOUT 0.4 MILE NORTH OF A T ROAD JUNCTION, ALONG
 GX0903'THE NORTH SLOPE OF A MOUNTAIN, SET VERTICALLY IN THE WEST FACE
 GX0903'OF A ROCK THAT IS 25 FEET LONG AND 3 FEET HIGH, 8 FEET EAST OF
 GX0903'THE CENTER LINE OF THE ROAD, 4 FEET NORTH OF THE SOUTH END OF
 GX0903'THE ROCK AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0985 ***********************************************************************
 GX0985  DESIGNATION -  K 213
 GX0985  PID         -  GX0985
 GX0985  STATE/COUNTY-  WV/FAYETTE
 GX0985  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0985
 GX0985                         *CURRENT SURVEY CONTROL
 GX0985  ___________________________________________________________________
 GX0985* NAD 83(1986)-  37 51 57.     (N)    080 45 45.     (W)     SCALED    
 GX0985* NAVD 88     -       749.411  (meters)    2458.69   (feet)  ADJUSTED  
 GX0985  ___________________________________________________________________
 GX0985  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX0985  DYNAMIC HT  -         748.780 (meters)    2456.62  (feet)  COMP
 GX0985  MODELED GRAV-     979,761.7   (mgal)                       NAVD 88
 GX0985
 GX0985  VERT ORDER  -  SECOND    CLASS 0
 GX0985
 GX0985.The horizontal coordinates were scaled from a topographic map and have
 GX0985.an estimated accuracy of +/- 6 seconds.
 GX0985
 GX0985.The orthometric height was determined by differential leveling
 GX0985.and adjusted by the National Geodetic Survey in June 1991..
 GX0985
 GX0985.The geoid height was determined by GEOID03.
 GX0985
 GX0985.The dynamic height is computed by dividing the NAVD 88
 GX0985.geopotential number by the normal gravity value computed on the
 GX0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0985.degrees latitude (g = 980.6199 gals.).
 GX0985
 GX0985.The modeled gravity was interpolated from observed gravity values.
 GX0985
 GX0985;                    North         East    Units  Estimated Accuracy
 GX0985;SPC WV S     -    96,120.      620,900.      MT  (+/- 180 meters Scaled)
 GX0985
 GX0985                          SUPERSEDED SURVEY CONTROL
 GX0985
 GX0985  NGVD 29 (??/??/92)  749.555  (m)         2459.16   (f) ADJ UNCH    2 0
 GX0985
 GX0985.Superseded values are not recommended for survey control.
 GX0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0985.See file dsdata.txt to determine how the superseded data were derived.
 GX0985
 GX0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB208909(NAD 83)
 GX0985_MARKER: DB = BENCH MARK DISK
 GX0985_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0985_SP_SET: CULVERT
 GX0985_STAMPING: K 213 1961
 GX0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0985
 GX0985  HISTORY     - Date     Condition        Report By
 GX0985  HISTORY     - 1961     MONUMENTED       CGS
 GX0985
 GX0985                          STATION DESCRIPTION
 GX0985
 GX0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0985'3 MI E FROM SPRINGDALE.
 GX0985'ABOUT 2.95 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 GX0985'OF STATE HIGHWAY 20 AT SPRINGDALE, SET ON THE TOP OF THE NORTHWEST
 GX0985'END OF THE NORTHEAST CONCRETE HEADWALL OF A 5 FOOT BOX CULVERT
 GX0985'UNDER THE ROAD, 12 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 GX0985'1/2 FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL AND 1/2
 GX0985'FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0919 ***********************************************************************
 GX0919  DESIGNATION -  K 214
 GX0919  PID         -  GX0919
 GX0919  STATE/COUNTY-  WV/GREENBRIER
 GX0919  USGS QUAD   -  RUPERT (1981)
 GX0919
 GX0919                         *CURRENT SURVEY CONTROL
 GX0919  ___________________________________________________________________
 GX0919* NAD 83(1986)-  37 54 32.     (N)    080 42 13.     (W)     SCALED    
 GX0919* NAVD 88     -       761.487  (meters)    2498.31   (feet)  ADJUSTED  
 GX0919  ___________________________________________________________________
 GX0919  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX0919  DYNAMIC HT  -         760.847 (meters)    2496.21  (feet)  COMP
 GX0919  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 GX0919
 GX0919  VERT ORDER  -  SECOND    CLASS 0
 GX0919
 GX0919.The horizontal coordinates were scaled from a topographic map and have
 GX0919.an estimated accuracy of +/- 6 seconds.
 GX0919
 GX0919.The orthometric height was determined by differential leveling
 GX0919.and adjusted by the National Geodetic Survey in June 1991..
 GX0919
 GX0919.The geoid height was determined by GEOID03.
 GX0919
 GX0919.The dynamic height is computed by dividing the NAVD 88
 GX0919.geopotential number by the normal gravity value computed on the
 GX0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0919.degrees latitude (g = 980.6199 gals.).
 GX0919
 GX0919.The modeled gravity was interpolated from observed gravity values.
 GX0919
 GX0919;                    North         East    Units  Estimated Accuracy
 GX0919;SPC WV S     -   100,920.      626,060.      MT  (+/- 180 meters Scaled)
 GX0919
 GX0919                          SUPERSEDED SURVEY CONTROL
 GX0919
 GX0919  NGVD 29 (??/??/92)  761.632  (m)         2498.79   (f) ADJ UNCH    2 0
 GX0919
 GX0919.Superseded values are not recommended for survey control.
 GX0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0919.See file dsdata.txt to determine how the superseded data were derived.
 GX0919
 GX0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB260957(NAD 83)
 GX0919_MARKER: DB = BENCH MARK DISK
 GX0919_SETTING: 66 = SET IN ROCK OUTCROP
 GX0919_SP_SET: ROCK CUT
 GX0919_STAMPING: K 214 1961
 GX0919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0919+STABILITY: POSITION/ELEVATION WELL
 GX0919
 GX0919  HISTORY     - Date     Condition        Report By
 GX0919  HISTORY     - 1961     MONUMENTED       CGS
 GX0919
 GX0919                          STATION DESCRIPTION
 GX0919
 GX0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0919'5.2 MI NW FROM DAWSON.
 GX0919'ABOUT 1.45 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM A T
 GX0919'JUNCTION AT DAWSON, THENCE 3.8 MILES NORTH ALONG A BLACK TOP
 GX0919'ROAD, 80 YARDS NORTH OF A GRADED ROAD CROSSING, ON THE NORTH
 GX0919'SLOPE OF A HILL, AT THE EDGE OF A LARGE OPEN PASTURE, SET
 GX0919'VERTICALLY IN THE EAST FACE OF A ROCK THAT IS 6 FEET LONG AND
 GX0919'2 1/2 FEET HIGH AND IS PART OF A 6-FOOT HIGH CUT BANK, 63 FEET
 GX0919'WEST OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET ABOVE THE
 GX0919'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1333 ***********************************************************************
 HX1333  DESIGNATION -  K 215
 HX1333  PID         -  HX1333
 HX1333  STATE/COUNTY-  WV/GREENBRIER
 HX1333  USGS QUAD   -  DUO (1995)
 HX1333
 HX1333                         *CURRENT SURVEY CONTROL
 HX1333  ___________________________________________________________________
 HX1333* NAD 83(1986)-  38 03 35.     (N)    080 36 36.     (W)     SCALED    
 HX1333* NAVD 88     -       973.802  (meters)    3194.88   (feet)  ADJUSTED  
 HX1333  ___________________________________________________________________
 HX1333  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HX1333  DYNAMIC HT  -         972.967 (meters)    3192.14  (feet)  COMP
 HX1333  MODELED GRAV-     979,737.1   (mgal)                       NAVD 88
 HX1333
 HX1333  VERT ORDER  -  SECOND    CLASS 0
 HX1333
 HX1333.The horizontal coordinates were scaled from a topographic map and have
 HX1333.an estimated accuracy of +/- 6 seconds.
 HX1333
 HX1333.The orthometric height was determined by differential leveling
 HX1333.and adjusted by the National Geodetic Survey in June 1991..
 HX1333
 HX1333.The geoid height was determined by GEOID03.
 HX1333
 HX1333.The dynamic height is computed by dividing the NAVD 88
 HX1333.geopotential number by the normal gravity value computed on the
 HX1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1333.degrees latitude (g = 980.6199 gals.).
 HX1333
 HX1333.The modeled gravity was interpolated from observed gravity values.
 HX1333
 HX1333;                    North         East    Units  Estimated Accuracy
 HX1333;SPC WV S     -   117,690.      634,220.      MT  (+/- 180 meters Scaled)
 HX1333
 HX1333                          SUPERSEDED SURVEY CONTROL
 HX1333
 HX1333  NGVD 29 (??/??/92)  973.919  (m)         3195.27   (f) ADJ UNCH    2 0
 HX1333
 HX1333.Superseded values are not recommended for survey control.
 HX1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1333.See file dsdata.txt to determine how the superseded data were derived.
 HX1333
 HX1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC342125(NAD 83)
 HX1333_MARKER: DB = BENCH MARK DISK
 HX1333_SETTING: 66 = SET IN ROCK OUTCROP
 HX1333_SP_SET: ROCK LEDGE
 HX1333_STAMPING: K 215 1961
 HX1333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1333+STABILITY: POSITION/ELEVATION WELL
 HX1333
 HX1333  HISTORY     - Date     Condition        Report By
 HX1333  HISTORY     - 1961     MONUMENTED       CGS
 HX1333
 HX1333                          STATION DESCRIPTION
 HX1333
 HX1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1333'9 MI N FROM RUPERT.
 HX1333'ABOUT 9.05 MILES NORTH ALONG A BLACK TOP ROAD FROM THE HIGH
 HX1333'SCHOOL BUILDING AT RUPERT, ABOUT 0.25 MILES WEST OF THE CROSSING
 HX1333'OF THE CHESAPEAKE AND OHIO RAILWAY, AT THE TOP OF A SHORT STEEP
 HX1333'HILL, NEAR THE JUNCTION OF A DRIVE LEADING NORTH TO A ONE-STORY
 HX1333'UNPAINTED HOUSE, SET ON THE TOP OF A LEDGE OF ROCK, ON THE TOP
 HX1333'OF A 4 FOOT HIGH CUT BANK, 20 FEET SOUTH OF THE CENTER LINE
 HX1333'OF THE ROAD, 51 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 HX1333'THE ROAD AND THE DRIVE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 HX1333'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1002 ***********************************************************************
 GX1002  DESIGNATION -  K 216
 GX1002  PID         -  GX1002
 GX1002  STATE/COUNTY-  WV/GREENBRIER
 GX1002  USGS QUAD   -  FORT SPRING (1971)
 GX1002
 GX1002                         *CURRENT SURVEY CONTROL
 GX1002  ___________________________________________________________________
 GX1002* NAD 83(1986)-  37 44 48.     (N)    080 37 02.     (W)     SCALED    
 GX1002* NAVD 88     -       499.610  (meters)    1639.14   (feet)  ADJUSTED  
 GX1002  ___________________________________________________________________
 GX1002  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX1002  DYNAMIC HT  -         499.205 (meters)    1637.81  (feet)  COMP
 GX1002  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 GX1002
 GX1002  VERT ORDER  -  SECOND    CLASS 0
 GX1002
 GX1002.The horizontal coordinates were scaled from a topographic map and have
 GX1002.an estimated accuracy of +/- 6 seconds.
 GX1002
 GX1002.The orthometric height was determined by differential leveling
 GX1002.and adjusted by the National Geodetic Survey in June 1991..
 GX1002
 GX1002.The geoid height was determined by GEOID03.
 GX1002
 GX1002.The dynamic height is computed by dividing the NAVD 88
 GX1002.geopotential number by the normal gravity value computed on the
 GX1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1002.degrees latitude (g = 980.6199 gals.).
 GX1002
 GX1002.The modeled gravity was interpolated from observed gravity values.
 GX1002
 GX1002;                    North         East    Units  Estimated Accuracy
 GX1002;SPC WV S     -    82,940.      633,730.      MT  (+/- 180 meters Scaled)
 GX1002
 GX1002                          SUPERSEDED SURVEY CONTROL
 GX1002
 GX1002  NGVD 29 (??/??/92)  499.781  (m)         1639.70   (f) ADJ UNCH    2 0
 GX1002
 GX1002.Superseded values are not recommended for survey control.
 GX1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1002.See file dsdata.txt to determine how the superseded data were derived.
 GX1002
 GX1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB337777(NAD 83)
 GX1002_MARKER: DB = BENCH MARK DISK
 GX1002_SETTING: 66 = SET IN ROCK OUTCROP
 GX1002_SP_SET: ROCK
 GX1002_STAMPING: K 216 1961
 GX1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1002+STABILITY: POSITION/ELEVATION WELL
 GX1002
 GX1002  HISTORY     - Date     Condition        Report By
 GX1002  HISTORY     - 1961     MONUMENTED       CGS
 GX1002
 GX1002                          STATION DESCRIPTION
 GX1002
 GX1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1002'2.5 MI NE FROM ALDERSON.
 GX1002'ABOUT 2.5 MILES NORTHEAST ALONG STATE HIGHWAY 12 FROM THE NORTH
 GX1002'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, 0.2 MILE NORTHEAST
 GX1002'OF THE JUNCTION OF COUNTY ROAD NO. 4 (A BLACK TOP ROAD LEADING
 GX1002'NORTH), ON THE SOUTHWEST SLOPE OF A HILL, SET VERTICALLY IN THE
 GX1002'NORTHWEST FACE OF A ROCK THAT IS 7 FEET LONG AND 3 1/2 FEET
 GX1002'HIGH AND IS AT THE BASE OF A 20 FOOT HIGH CUT, 19 FEET SOUTHEAST
 GX1002'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET ABOVE THE LEVEL OF THE
 GX1002'GROUND AND THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1035 ***********************************************************************
 GX1035  DESIGNATION -  K 217
 GX1035  PID         -  GX1035
 GX1035  STATE/COUNTY-  WV/GREENBRIER
 GX1035  USGS QUAD   -  DAWSON (1971)
 GX1035
 GX1035                         *CURRENT SURVEY CONTROL
 GX1035  ___________________________________________________________________
 GX1035* NAD 83(1986)-  37 50 33.     (N)    080 41 19.     (W)     SCALED    
 GX1035* NAVD 88     -       769.889  (meters)    2525.88   (feet)  ADJUSTED  
 GX1035  ___________________________________________________________________
 GX1035  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX1035  DYNAMIC HT  -         769.239 (meters)    2523.74  (feet)  COMP
 GX1035  MODELED GRAV-     979,759.8   (mgal)                       NAVD 88
 GX1035
 GX1035  VERT ORDER  -  SECOND    CLASS 0
 GX1035
 GX1035.The horizontal coordinates were scaled from a topographic map and have
 GX1035.an estimated accuracy of +/- 6 seconds.
 GX1035
 GX1035.The orthometric height was determined by differential leveling
 GX1035.and adjusted by the National Geodetic Survey in June 1991..
 GX1035
 GX1035.The geoid height was determined by GEOID03.
 GX1035
 GX1035.The dynamic height is computed by dividing the NAVD 88
 GX1035.geopotential number by the normal gravity value computed on the
 GX1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1035.degrees latitude (g = 980.6199 gals.).
 GX1035
 GX1035.The modeled gravity was interpolated from observed gravity values.
 GX1035
 GX1035;                    North         East    Units  Estimated Accuracy
 GX1035;SPC WV S     -    93,550.      627,410.      MT  (+/- 180 meters Scaled)
 GX1035
 GX1035                          SUPERSEDED SURVEY CONTROL
 GX1035
 GX1035  NGVD 29 (??/??/92)  770.038  (m)         2526.37   (f) ADJ UNCH    2 0
 GX1035
 GX1035.Superseded values are not recommended for survey control.
 GX1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1035.See file dsdata.txt to determine how the superseded data were derived.
 GX1035
 GX1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB273883(NAD 83)
 GX1035_MARKER: DB = BENCH MARK DISK
 GX1035_SETTING: 66 = SET IN ROCK OUTCROP
 GX1035_SP_SET: ROCK LEDGE
 GX1035_STAMPING: K 217 1961
 GX1035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1035+STABILITY: POSITION/ELEVATION WELL
 GX1035
 GX1035  HISTORY     - Date     Condition        Report By
 GX1035  HISTORY     - 1961     MONUMENTED       CGS
 GX1035
 GX1035                          STATION DESCRIPTION
 GX1035
 GX1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1035'2.1 MI SE FROM DAWSON.
 GX1035'ABOUT 1.4 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM A T ROAD
 GX1035'JUNCTION AT DAWSON, THENCE 0.7 MILE EAST ALONG A GRADED ROAD THAT
 GX1035'LEADS EASTERLY TO THE SUMMIT OF BENNETT MOUNTAIN, 0.3 MILE WEST
 GX1035'OF THE JUNCTION OF A NARROW DIRT ROAD LEADING SOUTHWEST FROM THE
 GX1035'MAIN ROAD, ON THE NORTHWEST SLOPE OF A CROOKED HILL, SET ON THE
 GX1035'TOP OF THE WEST EDGE OF A 1 FOOT HIGH LEDGE OF ROCK THAT IS THE
 GX1035'BASE OF AN 8-FOOT HIGH CUT, 15 FEET NORTHEAST OF THE CENTER LINE
 GX1035'OF THE ROAD AND 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1983 ***********************************************************************
 HX1983  DESIGNATION -  K 218
 HX1983  PID         -  HX1983
 HX1983  STATE/COUNTY-  WV/FAYETTE
 HX1983  USGS QUAD   -  ANSTED (1976)
 HX1983
 HX1983                         *CURRENT SURVEY CONTROL
 HX1983  ___________________________________________________________________
 HX1983* NAD 83(1986)-  38 10 15.     (N)    081 05 37.     (W)     SCALED    
 HX1983* NAVD 88     -       409.058  (meters)    1342.05   (feet)  ADJUSTED  
 HX1983  ___________________________________________________________________
 HX1983  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HX1983  DYNAMIC HT  -         408.760 (meters)    1341.07  (feet)  COMP
 HX1983  MODELED GRAV-     979,886.6   (mgal)                       NAVD 88
 HX1983
 HX1983  VERT ORDER  -  SECOND    CLASS 0
 HX1983
 HX1983.The horizontal coordinates were scaled from a topographic map and have
 HX1983.an estimated accuracy of +/- 6 seconds.
 HX1983
 HX1983.The orthometric height was determined by differential leveling
 HX1983.and adjusted by the National Geodetic Survey in June 1991..
 HX1983
 HX1983.The geoid height was determined by GEOID03.
 HX1983
 HX1983.The dynamic height is computed by dividing the NAVD 88
 HX1983.geopotential number by the normal gravity value computed on the
 HX1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1983.degrees latitude (g = 980.6199 gals.).
 HX1983
 HX1983.The modeled gravity was interpolated from observed gravity values.
 HX1983
 HX1983;                    North         East    Units  Estimated Accuracy
 HX1983;SPC WV S     -   129,950.      591,800.      MT  (+/- 180 meters Scaled)
 HX1983
 HX1983                          SUPERSEDED SURVEY CONTROL
 HX1983
 HX1983  NGVD 29 (??/??/92)  409.238  (m)         1342.64   (f) ADJ UNCH    2 0
 HX1983
 HX1983.Superseded values are not recommended for survey control.
 HX1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1983.See file dsdata.txt to determine how the superseded data were derived.
 HX1983
 HX1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC918247(NAD 83)
 HX1983_MARKER: DB = BENCH MARK DISK
 HX1983_SETTING: 66 = SET IN ROCK OUTCROP
 HX1983_SP_SET: ROCK LEDGE
 HX1983_STAMPING: K 218 1961
 HX1983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1983+STABILITY: POSITION/ELEVATION WELL
 HX1983
 HX1983  HISTORY     - Date     Condition        Report By
 HX1983  HISTORY     - 1961     MONUMENTED       CGS
 HX1983
 HX1983                          STATION DESCRIPTION
 HX1983
 HX1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1983'4.4 MI N FROM ANSTED.
 HX1983'ABOUT 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1983'HIGH SCHOOL AT ANSTED, THENCE 4.05 MILES NORTH ALONG A BLACK TOP
 HX1983'AND GRADED ROAD, SET ON THE TOP OF AN 18-BY 18 INCH ROCK LEDGE
 HX1983'THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND, 45 FEET WEST
 HX1983'OF THE CENTER LINE OF THE ROAD, 37 FEET NORTH OF THE NORTHEAST
 HX1983'CORNER OF THE ONE-ROOM WHITE SCHOOLHOUSE AT ROMONT, 17 FEET EAST
 HX1983'OF THE NORTHEAST CORNER OF A SMALL COAL HOUSE, 18 1/2 FEET WEST
 HX1983'OF A LONE 40-INCH MAPLE TREE, AND 2 FEET ABOVE THE LEVEL OF THE
 HX1983'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1143 ***********************************************************************
 HX1143  DESIGNATION -  K 219
 HX1143  PID         -  HX1143
 HX1143  STATE/COUNTY-  WV/FAYETTE
 HX1143  USGS QUAD   -  WINONA (1976)
 HX1143
 HX1143                         *CURRENT SURVEY CONTROL
 HX1143  ___________________________________________________________________
 HX1143* NAD 83(1986)-  38 06 12.     (N)    080 59 27.     (W)     SCALED    
 HX1143* NAVD 88     -       723.364  (meters)    2373.24   (feet)  ADJUSTED  
 HX1143  ___________________________________________________________________
 HX1143  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HX1143  DYNAMIC HT  -         722.796 (meters)    2371.37  (feet)  COMP
 HX1143  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 HX1143
 HX1143  VERT ORDER  -  SECOND    CLASS 0
 HX1143
 HX1143.The horizontal coordinates were scaled from a topographic map and have
 HX1143.an estimated accuracy of +/- 6 seconds.
 HX1143
 HX1143.The orthometric height was determined by differential leveling
 HX1143.and adjusted by the National Geodetic Survey in June 1991..
 HX1143
 HX1143.The geoid height was determined by GEOID03.
 HX1143
 HX1143.The dynamic height is computed by dividing the NAVD 88
 HX1143.geopotential number by the normal gravity value computed on the
 HX1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1143.degrees latitude (g = 980.6199 gals.).
 HX1143
 HX1143.The modeled gravity was interpolated from observed gravity values.
 HX1143
 HX1143;                    North         East    Units  Estimated Accuracy
 HX1143;SPC WV S     -   122,460.      600,800.      MT  (+/- 180 meters Scaled)
 HX1143
 HX1143                          SUPERSEDED SURVEY CONTROL
 HX1143
 HX1143  NGVD 29 (??/??/92)  723.531  (m)         2373.78   (f) ADJ UNCH    2 0
 HX1143
 HX1143.Superseded values are not recommended for survey control.
 HX1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1143.See file dsdata.txt to determine how the superseded data were derived.
 HX1143
 HX1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC008172(NAD 83)
 HX1143_MARKER: DB = BENCH MARK DISK
 HX1143_SETTING: 66 = SET IN ROCK OUTCROP
 HX1143_SP_SET: ROCK CUT
 HX1143_STAMPING: K 219 1961
 HX1143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1143+STABILITY: POSITION/ELEVATION WELL
 HX1143
 HX1143  HISTORY     - Date     Condition        Report By
 HX1143  HISTORY     - 1961     MONUMENTED       CGS
 HX1143
 HX1143                          STATION DESCRIPTION
 HX1143
 HX1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1143'3.6 MI NW FROM LOOKOUT.
 HX1143'ABOUT 3.65 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL
 HX1143'HIGH SCHOOL AT LOOKOUT, 138 YARDS SOUTH OF THE SOUTHWEST CORNER
 HX1143'OF THE RULES STORE, SET VERTICALLY IN THE WEST FACE OF A LARGE
 HX1143'ROCK CUT, 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 165
 HX1143'FEET SOUTH OF THE NORTH END OF THE CUT, AND 3 FEET ABOVE THE LEVEL
 HX1143'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0513 ***********************************************************************
 JX0513  DESIGNATION -  K 22
 JX0513  PID         -  JX0513
 JX0513  STATE/COUNTY-  WV/MARSHALL
 JX0513  USGS QUAD   -  CAMERON (1988)
 JX0513
 JX0513                         *CURRENT SURVEY CONTROL
 JX0513  ___________________________________________________________________
 JX0513* NAD 83(1986)-  39 48 53.     (N)    080 31 58.     (W)     SCALED    
 JX0513* NAVD 88     -       368.423  (meters)    1208.73   (feet)  ADJUSTED  
 JX0513  ___________________________________________________________________
 JX0513  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JX0513  DYNAMIC HT  -         368.211 (meters)    1208.04  (feet)  COMP
 JX0513  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 JX0513
 JX0513  VERT ORDER  -  FIRST     CLASS II
 JX0513
 JX0513.The horizontal coordinates were scaled from a topographic map and have
 JX0513.an estimated accuracy of +/- 6 seconds.
 JX0513
 JX0513.The orthometric height was determined by differential leveling
 JX0513.and adjusted by the National Geodetic Survey in June 1991..
 JX0513
 JX0513.The geoid height was determined by GEOID03.
 JX0513
 JX0513.The dynamic height is computed by dividing the NAVD 88
 JX0513.geopotential number by the normal gravity value computed on the
 JX0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0513.degrees latitude (g = 980.6199 gals.).
 JX0513
 JX0513.The modeled gravity was interpolated from observed gravity values.
 JX0513
 JX0513;                    North         East    Units  Estimated Accuracy
 JX0513;SPC WV N     -   146,470.      511,580.      MT  (+/- 180 meters Scaled)
 JX0513
 JX0513                          SUPERSEDED SURVEY CONTROL
 JX0513
 JX0513  NGVD 29 (??/??/92)  368.553  (m)         1209.16   (f) ADJ UNCH    1 2
 JX0513
 JX0513.Superseded values are not recommended for survey control.
 JX0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0513.See file dsdata.txt to determine how the superseded data were derived.
 JX0513
 JX0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE399072(NAD 83)
 JX0513_MARKER: DB = BENCH MARK DISK
 JX0513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0513_SP_SET: TUNNEL WALL
 JX0513_STAMPING: K 22 1935
 JX0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0513
 JX0513  HISTORY     - Date     Condition        Report By
 JX0513  HISTORY     - 1935     MONUMENTED       CGS
 JX0513
 JX0513                          STATION DESCRIPTION
 JX0513
 JX0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0513'2.2 MI SE FROM CAMERON.
 JX0513'2.2 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0513'THE STATION AT CAMERON, MARSHALL COUNTY, NEAR POLE 349+22, IN THE
 JX0513'EAST WING WALL AT THE SOUTH END OF A RAILROAD TUNNEL, 2.5 FEET
 JX0513'NORTH OF THE SOUTH END, 10 FEET WEST OF THE CENTERLINE OF THE
 JX0513'TRACK, AND ABOUT 2-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD
 JX0513'DISK, STAMPED K 22 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1969 ***********************************************************************
 HX1969  DESIGNATION -  K 220
 HX1969  PID         -  HX1969
 HX1969  STATE/COUNTY-  WV/FAYETTE
 HX1969  USGS QUAD   -  ANSTED (1976)
 HX1969
 HX1969                         *CURRENT SURVEY CONTROL
 HX1969  ___________________________________________________________________
 HX1969* NAD 83(1986)-  38 09 51.     (N)    081 02 16.     (W)     SCALED    
 HX1969* NAVD 88     -       492.436  (meters)    1615.60   (feet)  ADJUSTED  
 HX1969  ___________________________________________________________________
 HX1969  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HX1969  DYNAMIC HT  -         492.068 (meters)    1614.39  (feet)  COMP
 HX1969  MODELED GRAV-     979,866.3   (mgal)                       NAVD 88
 HX1969
 HX1969  VERT ORDER  -  SECOND    CLASS 0
 HX1969
 HX1969.The horizontal coordinates were scaled from a topographic map and have
 HX1969.an estimated accuracy of +/- 6 seconds.
 HX1969
 HX1969.The orthometric height was determined by differential leveling
 HX1969.and adjusted by the National Geodetic Survey in June 1991..
 HX1969
 HX1969.The geoid height was determined by GEOID03.
 HX1969
 HX1969.The dynamic height is computed by dividing the NAVD 88
 HX1969.geopotential number by the normal gravity value computed on the
 HX1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1969.degrees latitude (g = 980.6199 gals.).
 HX1969
 HX1969.The modeled gravity was interpolated from observed gravity values.
 HX1969
 HX1969;                    North         East    Units  Estimated Accuracy
 HX1969;SPC WV S     -   129,210.      596,690.      MT  (+/- 180 meters Scaled)
 HX1969
 HX1969                          SUPERSEDED SURVEY CONTROL
 HX1969
 HX1969  NGVD 29 (??/??/92)  492.613  (m)         1616.18   (f) ADJ UNCH    2 0
 HX1969
 HX1969.Superseded values are not recommended for survey control.
 HX1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1969.See file dsdata.txt to determine how the superseded data were derived.
 HX1969
 HX1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC966240(NAD 83)
 HX1969_MARKER: DB = BENCH MARK DISK
 HX1969_SETTING: 66 = SET IN ROCK OUTCROP
 HX1969_SP_SET: ROCK CUT
 HX1969_STAMPING: K 220 1961
 HX1969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1969+STABILITY: POSITION/ELEVATION WELL
 HX1969
 HX1969  HISTORY     - Date     Condition        Report By
 HX1969  HISTORY     - 1961     MONUMENTED       CGS
 HX1969
 HX1969                          STATION DESCRIPTION
 HX1969
 HX1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1969'6 MI NE FROM ANSTED.
 HX1969'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1969'HIGH SCHOOL AT ANSTED, THENCE 4.55 MILES NORTHEAST ALONG A BLACK
 HX1969'TOP ROAD, 0.65 MILE SOUTHWEST OF THE ROAD JUNCTION AT RAMSEY,
 HX1969'0.15 MILE NORTHEAST OF THE JUNCTION OF A GRADED ROAD LEADING
 HX1969'NORTHWEST UP HORSE SHOE CREEK, SET VERTICALLY IN THE NORTHWEST
 HX1969'FACE OF A ROCK CUT AT THE INSIDE OF A SHARP CURVE, 19 FEET
 HX1969'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET ABOVE THE LEVEL
 HX1969'OF THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1167 ***********************************************************************
 HX1167  DESIGNATION -  K 221
 HX1167  PID         -  HX1167
 HX1167  STATE/COUNTY-  WV/NICHOLAS
 HX1167  USGS QUAD   -  MOUNT NEBO (1976)
 HX1167
 HX1167                         *CURRENT SURVEY CONTROL
 HX1167  ___________________________________________________________________
 HX1167* NAD 83(1986)-  38 09 59.     (N)    080 52 27.     (W)     SCALED    
 HX1167* NAVD 88     -       576.166  (meters)    1890.30   (feet)  ADJUSTED  
 HX1167  ___________________________________________________________________
 HX1167  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HX1167  DYNAMIC HT  -         575.721 (meters)    1888.84  (feet)  COMP
 HX1167  MODELED GRAV-     979,838.0   (mgal)                       NAVD 88
 HX1167
 HX1167  VERT ORDER  -  SECOND    CLASS 0
 HX1167
 HX1167.The horizontal coordinates were scaled from a topographic map and have
 HX1167.an estimated accuracy of +/- 6 seconds.
 HX1167
 HX1167.The orthometric height was determined by differential leveling
 HX1167.and adjusted by the National Geodetic Survey in June 1991..
 HX1167
 HX1167.The geoid height was determined by GEOID03.
 HX1167
 HX1167.The dynamic height is computed by dividing the NAVD 88
 HX1167.geopotential number by the normal gravity value computed on the
 HX1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1167.degrees latitude (g = 980.6199 gals.).
 HX1167
 HX1167.The modeled gravity was interpolated from observed gravity values.
 HX1167
 HX1167;                    North         East    Units  Estimated Accuracy
 HX1167;SPC WV S     -   129,460.      611,030.      MT  (+/- 180 meters Scaled)
 HX1167
 HX1167                          SUPERSEDED SURVEY CONTROL
 HX1167
 HX1167  NGVD 29 (??/??/92)  576.330  (m)         1890.84   (f) ADJ UNCH    2 0
 HX1167
 HX1167.Superseded values are not recommended for survey control.
 HX1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1167.See file dsdata.txt to determine how the superseded data were derived.
 HX1167
 HX1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC110242(NAD 83)
 HX1167_MARKER: DB = BENCH MARK DISK
 HX1167_SETTING: 66 = SET IN ROCK OUTCROP
 HX1167_SP_SET: ROCK CUT
 HX1167_STAMPING: K 221 1961
 HX1167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1167+STABILITY: POSITION/ELEVATION WELL
 HX1167
 HX1167  HISTORY     - Date     Condition        Report By
 HX1167  HISTORY     - 1961     MONUMENTED       CGS
 HX1167
 HX1167                          STATION DESCRIPTION
 HX1167
 HX1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1167'5.3 MI N FROM NALLEN.
 HX1167'ABOUT 5.3 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE CENTER OF
 HX1167'THE LARGE BRIDGE OVER MEADOW RIVER AT NALLEN, ABOUT 0.85 MILE
 HX1167'NORTH OF THE JUNCTION OF A BLACK TOP ROAD LEADING TO POOL, SET
 HX1167'VERTICALLY IN THE NORTHEAST FACE OF A SMALL ROCK CUT THAT IS
 HX1167'ABOUT 60 FEET LONG, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX1167'HIGHWAY, 61 FEET SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST
 HX1167'CONCRETE HEADWALL OF A 30-INCH PIPE CULVERT UNDER THE HIGHWAY,
 HX1167'66 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 HX1167'NO. 376B26, 21 FEET NORTHWEST OF THE SOUTHEAST END OF THE CUT
 HX1167'AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1191 ***********************************************************************
 HX1191  DESIGNATION -  K 222
 HX1191  PID         -  HX1191
 HX1191  STATE/COUNTY-  WV/FAYETTE
 HX1191  USGS QUAD   -  WINONA (1976)
 HX1191
 HX1191                         *CURRENT SURVEY CONTROL
 HX1191  ___________________________________________________________________
 HX1191* NAD 83(1986)-  38 01 17.     (N)    080 54 51.     (W)     SCALED    
 HX1191* NAVD 88     -       749.920  (meters)    2460.36   (feet)  ADJUSTED  
 HX1191  ___________________________________________________________________
 HX1191  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HX1191  DYNAMIC HT  -         749.309 (meters)    2458.36  (feet)  COMP
 HX1191  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 HX1191
 HX1191  VERT ORDER  -  SECOND    CLASS 0
 HX1191
 HX1191.The horizontal coordinates were scaled from a topographic map and have
 HX1191.an estimated accuracy of +/- 6 seconds.
 HX1191
 HX1191.The orthometric height was determined by differential leveling
 HX1191.and adjusted by the National Geodetic Survey in June 1991..
 HX1191
 HX1191.The geoid height was determined by GEOID03.
 HX1191
 HX1191.The dynamic height is computed by dividing the NAVD 88
 HX1191.geopotential number by the normal gravity value computed on the
 HX1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1191.degrees latitude (g = 980.6199 gals.).
 HX1191
 HX1191.The modeled gravity was interpolated from observed gravity values.
 HX1191
 HX1191;                    North         East    Units  Estimated Accuracy
 HX1191;SPC WV S     -   113,370.      607,540.      MT  (+/- 180 meters Scaled)
 HX1191
 HX1191                          SUPERSEDED SURVEY CONTROL
 HX1191
 HX1191  NGVD 29 (??/??/92)  750.072  (m)         2460.86   (f) ADJ UNCH    2 0
 HX1191
 HX1191.Superseded values are not recommended for survey control.
 HX1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1191.See file dsdata.txt to determine how the superseded data were derived.
 HX1191
 HX1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC075081(NAD 83)
 HX1191_MARKER: DB = BENCH MARK DISK
 HX1191_SETTING: 66 = SET IN ROCK OUTCROP
 HX1191_SP_SET: ROCK CUT
 HX1191_STAMPING: K 222 1961
 HX1191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1191+STABILITY: POSITION/ELEVATION WELL
 HX1191
 HX1191  HISTORY     - Date     Condition        Report By
 HX1191  HISTORY     - 1961     MONUMENTED       CGS
 HX1191
 HX1191                          STATION DESCRIPTION
 HX1191
 HX1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1191'4.8 MI SE FROM LOOKOUT.
 HX1191'ABOUT 4.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL
 HX1191'HIGH SCHOOL AT LOOKOUT, 0.1 MILE NORTHWEST OF THE JUNCTION OF U.S.
 HX1191'HIGHWAY 19 LEADING SOUTH, SET VERTICALLY IN THE SOUTHWEST FACE
 HX1191'OF A 5-BY-4-FOOT ROCK THAT IS PART OF A 100 YARDS LONG CUT, NEAR
 HX1191'THE SUMMIT OF THE FIRST HILL NORTHWEST OF THE JUNCTION OF THE
 HX1191'HIGHWAYS, 22 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HX1191'78 FEET NORTHEAST OF THE EAST CORNER OF AN ASHLAND SERVICE
 HX1191'STATION, 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE ROCK AND
 HX1191'5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1135 ***********************************************************************
 HX1135  DESIGNATION -  K 223
 HX1135  PID         -  HX1135
 HX1135  STATE/COUNTY-  WV/NICHOLAS
 HX1135  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1135
 HX1135                         *CURRENT SURVEY CONTROL
 HX1135  ___________________________________________________________________
 HX1135* NAD 83(1986)-  38 14 11.     (N)    080 55 44.     (W)     SCALED    
 HX1135* NAVD 88     -       493.551  (meters)    1619.26   (feet)  ADJUSTED  
 HX1135  ___________________________________________________________________
 HX1135  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 HX1135  DYNAMIC HT  -         493.186 (meters)    1618.06  (feet)  COMP
 HX1135  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 HX1135
 HX1135  VERT ORDER  -  SECOND    CLASS 0
 HX1135
 HX1135.The horizontal coordinates were scaled from a topographic map and have
 HX1135.an estimated accuracy of +/- 6 seconds.
 HX1135
 HX1135.The orthometric height was determined by differential leveling
 HX1135.and adjusted by the National Geodetic Survey in June 1991..
 HX1135
 HX1135.The geoid height was determined by GEOID03.
 HX1135
 HX1135.The dynamic height is computed by dividing the NAVD 88
 HX1135.geopotential number by the normal gravity value computed on the
 HX1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1135.degrees latitude (g = 980.6199 gals.).
 HX1135
 HX1135.The modeled gravity was interpolated from observed gravity values.
 HX1135
 HX1135;                    North         East    Units  Estimated Accuracy
 HX1135;SPC WV S     -   137,230.      606,230.      MT  (+/- 180 meters Scaled)
 HX1135
 HX1135                          SUPERSEDED SURVEY CONTROL
 HX1135
 HX1135  NGVD 29 (??/??/92)  493.726  (m)         1619.83   (f) ADJ UNCH    2 0
 HX1135
 HX1135.Superseded values are not recommended for survey control.
 HX1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1135.See file dsdata.txt to determine how the superseded data were derived.
 HX1135
 HX1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC062320(NAD 83)
 HX1135_MARKER: DB = BENCH MARK DISK
 HX1135_SETTING: 66 = SET IN ROCK OUTCROP
 HX1135_SP_SET: ROCK LEDGE
 HX1135_STAMPING: K 223 1961
 HX1135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1135+STABILITY: POSITION/ELEVATION WELL
 HX1135
 HX1135  HISTORY     - Date     Condition        Report By
 HX1135  HISTORY     - 1961     MONUMENTED       CGS
 HX1135
 HX1135                          STATION DESCRIPTION
 HX1135
 HX1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1135'8.4 MI SW FROM SUMMERSVILLE.
 HX1135'ABOUT 3.55 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1135'AT SUMMERSVILLE, THENCE 4.8 MILES WEST ALONG A BLACK TOP ROAD,
 HX1135'0.35 MILE EAST OF THE ROAD CROSSING AT KESLERS CROSSLANES, SET
 HX1135'VERTICALLY IN THE NORTHWEST FACE OF A 20-BY-2-FOOT ROCK LEDGE,
 HX1135'NEAR THE JUNCTION OF A DRIVE LEADING SOUTHWEST, 12 FEET SOUTH
 HX1135'OF THE CENTER LINE OF THE ROAD, 18 FEET SOUTHEAST OF THE CENTER OF
 HX1135'THE JUNCTION OF THE ROAD AND THE DRIVE, 6 FEET WEST OF THE EAST
 HX1135'END OF THE LEDGE AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1072 ***********************************************************************
 HX1072  DESIGNATION -  K 224
 HX1072  PID         -  HX1072
 HX1072  STATE/COUNTY-  WV/NICHOLAS
 HX1072  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1072
 HX1072                         *CURRENT SURVEY CONTROL
 HX1072  ___________________________________________________________________
 HX1072* NAD 83(1986)-  38 17 06.     (N)    080 50 28.     (W)     SCALED    
 HX1072* NAVD 88     -       577.170  (meters)    1893.60   (feet)  ADJUSTED  
 HX1072  ___________________________________________________________________
 HX1072  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HX1072  DYNAMIC HT  -         576.730 (meters)    1892.15  (feet)  COMP
 HX1072  MODELED GRAV-     979,848.5   (mgal)                       NAVD 88
 HX1072
 HX1072  VERT ORDER  -  SECOND    CLASS 0
 HX1072
 HX1072.The horizontal coordinates were scaled from a topographic map and have
 HX1072.an estimated accuracy of +/- 6 seconds.
 HX1072
 HX1072.The orthometric height was determined by differential leveling
 HX1072.and adjusted by the National Geodetic Survey in June 1991..
 HX1072
 HX1072.The geoid height was determined by GEOID03.
 HX1072
 HX1072.The dynamic height is computed by dividing the NAVD 88
 HX1072.geopotential number by the normal gravity value computed on the
 HX1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1072.degrees latitude (g = 980.6199 gals.).
 HX1072
 HX1072.The modeled gravity was interpolated from observed gravity values.
 HX1072
 HX1072;                    North         East    Units  Estimated Accuracy
 HX1072;SPC WV S     -   142,630.      613,900.      MT  (+/- 180 meters Scaled)
 HX1072
 HX1072                          SUPERSEDED SURVEY CONTROL
 HX1072
 HX1072  NGVD 29 (??/??/92)  577.326  (m)         1894.11   (f) ADJ UNCH    2 0
 HX1072
 HX1072.Superseded values are not recommended for survey control.
 HX1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1072.See file dsdata.txt to determine how the superseded data were derived.
 HX1072
 HX1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC138374(NAD 83)
 HX1072_MARKER: DB = BENCH MARK DISK
 HX1072_SETTING: 66 = SET IN ROCK OUTCROP
 HX1072_SP_SET: ROCK OUTCROP
 HX1072_STAMPING: K 224 1961
 HX1072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1072+STABILITY: POSITION/ELEVATION WELL
 HX1072
 HX1072  HISTORY     - Date     Condition        Report By
 HX1072  HISTORY     - 1961     MONUMENTED       CGS
 HX1072
 HX1072                          STATION DESCRIPTION
 HX1072
 HX1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1072'0.6 MI NE FROM SUMMERSVILLE.
 HX1072'ABOUT 0.65 MILE NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE
 HX1072'COURTHOUSE AT SUMMERSVILLE, NEAR THE NORTH CORNER OF THE YARD
 HX1072'AROUND THE ST. JOHNS CATHOLIC CHURCH, SET ON THE TOP OF A
 HX1072'3-BY-4-FOOT OUTCROP, 58 FEET SOUTHEAST OF THE CENTER LINE OF
 HX1072'THE HIGHWAY, 30 FEET NORTH OF THE NORTH CORNER OF THE CHURCH,
 HX1072'36 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE SIDEWALK
 HX1072'LEADING FROM THE HIGHWAY TO THE MAIN ENTRANCE TO CHURCH, 1.5
 HX1072'FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK AND 2 FEET
 HX1072'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1049 ***********************************************************************
 HX1049  DESIGNATION -  K 225
 HX1049  PID         -  HX1049
 HX1049  STATE/COUNTY-  WV/NICHOLAS
 HX1049  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1049
 HX1049                         *CURRENT SURVEY CONTROL
 HX1049  ___________________________________________________________________
 HX1049* NAD 83(1986)-  38 20 07.     (N)    080 41 58.     (W)     SCALED    
 HX1049* NAVD 88     -       707.969  (meters)    2322.73   (feet)  ADJUSTED  
 HX1049  ___________________________________________________________________
 HX1049  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HX1049  DYNAMIC HT  -         707.421 (meters)    2320.93  (feet)  COMP
 HX1049  MODELED GRAV-     979,830.8   (mgal)                       NAVD 88
 HX1049
 HX1049  VERT ORDER  -  SECOND    CLASS 0
 HX1049
 HX1049.The horizontal coordinates were scaled from a topographic map and have
 HX1049.an estimated accuracy of +/- 6 seconds.
 HX1049
 HX1049.The orthometric height was determined by differential leveling
 HX1049.and adjusted by the National Geodetic Survey in June 1991..
 HX1049
 HX1049.The geoid height was determined by GEOID03.
 HX1049
 HX1049.The dynamic height is computed by dividing the NAVD 88
 HX1049.geopotential number by the normal gravity value computed on the
 HX1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1049.degrees latitude (g = 980.6199 gals.).
 HX1049
 HX1049.The modeled gravity was interpolated from observed gravity values.
 HX1049
 HX1049;                    North         East    Units  Estimated Accuracy
 HX1049;SPC WV S     -   148,240.      626,280.      MT  (+/- 180 meters Scaled)
 HX1049
 HX1049                          SUPERSEDED SURVEY CONTROL
 HX1049
 HX1049  NGVD 29 (??/??/92)  708.118  (m)         2323.22   (f) ADJ UNCH    2 0
 HX1049
 HX1049.Superseded values are not recommended for survey control.
 HX1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1049.See file dsdata.txt to determine how the superseded data were derived.
 HX1049
 HX1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC262430(NAD 83)
 HX1049_MARKER: DB = BENCH MARK DISK
 HX1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1049_STAMPING: K 225 1961
 HX1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1049+STABILITY: SURFACE MOTION
 HX1049
 HX1049  HISTORY     - Date     Condition        Report By
 HX1049  HISTORY     - 1961     MONUMENTED       CGS
 HX1049
 HX1049                          STATION DESCRIPTION
 HX1049
 HX1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1049'3.2 MI NW FROM CRAIGSVILLE.
 HX1049'ABOUT 3.25 MILES NORTHWEST ALONG STATE HIGHWAY 41 FROM THE
 HX1049'JUNCTION OF STATE HIGHWAY 20 AT CRAIGSVILLE, 0.75 MILE SOUTHEAST
 HX1049'OF THE POST OFFICE AT CALVIN, AT THE JUNCTION OF A GRADED ROAD
 HX1049'LEADING SOUTHEAST, NEAR THE SUMMIT OF A HILL, 45 FEET SOUTHEAST
 HX1049'OF THE CENTER LINE OF THE HIGHWAY, 48 FEET SOUTH OF THE CENTER
 HX1049'OF THE JUNCTION OF THE HIGHWAY AND THE GRADED ROAD, 19 FEET
 HX1049'SOUTHWEST OF THE CENTER LINE OF THE GRADED ROAD, 2 1/2 FEET
 HX1049'SOUTH OF A STEEL COUNTY ROAD SIGN MARKED 15-3, ABOUT LEVEL
 HX1049'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX1049'3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1248 ***********************************************************************
 HX1248  DESIGNATION -  K 226
 HX1248  PID         -  HX1248
 HX1248  STATE/COUNTY-  WV/NICHOLAS
 HX1248  USGS QUAD   -  NETTIE (1995)
 HX1248
 HX1248                         *CURRENT SURVEY CONTROL
 HX1248  ___________________________________________________________________
 HX1248* NAD 83(1986)-  38 13 22.     (N)    080 38 54.     (W)     SCALED    
 HX1248* NAVD 88     -       740.136  (meters)    2428.26   (feet)  ADJUSTED  
 HX1248  ___________________________________________________________________
 HX1248  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HX1248  DYNAMIC HT  -         739.523 (meters)    2426.25  (feet)  COMP
 HX1248  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 HX1248
 HX1248  VERT ORDER  -  SECOND    CLASS 0
 HX1248
 HX1248.The horizontal coordinates were scaled from a topographic map and have
 HX1248.an estimated accuracy of +/- 6 seconds.
 HX1248
 HX1248.The orthometric height was determined by differential leveling
 HX1248.and adjusted by the National Geodetic Survey in June 1991..
 HX1248
 HX1248.The geoid height was determined by GEOID03.
 HX1248
 HX1248.The dynamic height is computed by dividing the NAVD 88
 HX1248.geopotential number by the normal gravity value computed on the
 HX1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1248.degrees latitude (g = 980.6199 gals.).
 HX1248
 HX1248.The modeled gravity was interpolated from observed gravity values.
 HX1248
 HX1248;                    North         East    Units  Estimated Accuracy
 HX1248;SPC WV S     -   135,770.      630,790.      MT  (+/- 180 meters Scaled)
 HX1248
 HX1248                          SUPERSEDED SURVEY CONTROL
 HX1248
 HX1248  NGVD 29 (??/??/92)  740.255  (m)         2428.65   (f) ADJ UNCH    2 0
 HX1248
 HX1248.Superseded values are not recommended for survey control.
 HX1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1248.See file dsdata.txt to determine how the superseded data were derived.
 HX1248
 HX1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC307305(NAD 83)
 HX1248_MARKER: DB = BENCH MARK DISK
 HX1248_SETTING: 66 = SET IN ROCK OUTCROP
 HX1248_SP_SET: ROCK LEDGE
 HX1248_STAMPING: K 226 1961
 HX1248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1248+STABILITY: POSITION/ELEVATION WELL
 HX1248
 HX1248  HISTORY     - Date     Condition        Report By
 HX1248  HISTORY     - 1961     MONUMENTED       CGS
 HX1248
 HX1248                          STATION DESCRIPTION
 HX1248
 HX1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1248'2.8 MI E FROM NETTIE.
 HX1248'ABOUT 2.8 MILES EAST ALONG STATE HIGHWAY 39 AND 20 FROM THE
 HX1248'JUNCTION OF STATE HIGHWAY 20 LEADING SOUTH AT NETTIE, 1.1 MILES
 HX1248'SOUTHEAST OF THE JUNCTION OF A BLACK TOP ROAD LEADING NORTHEAST,
 HX1248'0.2 MILE EAST OF THE JUNCTION OF A DRIVE LEADING SOUTHWEST
 HX1248'DOWNHILL TO A LARGE COAL MINE, SET VERTICALLY IN THE SOUTH FACE
 HX1248'OF A 6-BY-3 FOOT ROCK LEDGE, ON THE WEST SIDE OF A LONG HILL,
 HX1248'22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST
 HX1248'OF THE WEST END OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE
 HX1248'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1265 ***********************************************************************
 HX1265  DESIGNATION -  K 227
 HX1265  PID         -  HX1265
 HX1265  STATE/COUNTY-  WV/NICHOLAS
 HX1265  USGS QUAD   -  RICHWOOD (1995)
 HX1265
 HX1265                         *CURRENT SURVEY CONTROL
 HX1265  ___________________________________________________________________
 HX1265* NAD 83(1986)-  38 13 40.     (N)    080 35 13.     (W)     SCALED    
 HX1265* NAVD 88     -       664.841  (meters)    2181.23   (feet)  ADJUSTED  
 HX1265  ___________________________________________________________________
 HX1265  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX1265  DYNAMIC HT  -         664.311 (meters)    2179.49  (feet)  COMP
 HX1265  MODELED GRAV-     979,811.1   (mgal)                       NAVD 88
 HX1265
 HX1265  VERT ORDER  -  SECOND    CLASS 0
 HX1265
 HX1265.The horizontal coordinates were scaled from a topographic map and have
 HX1265.an estimated accuracy of +/- 6 seconds.
 HX1265
 HX1265.The orthometric height was determined by differential leveling
 HX1265.and adjusted by the National Geodetic Survey in June 1991..
 HX1265
 HX1265.The geoid height was determined by GEOID03.
 HX1265
 HX1265.The dynamic height is computed by dividing the NAVD 88
 HX1265.geopotential number by the normal gravity value computed on the
 HX1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1265.degrees latitude (g = 980.6199 gals.).
 HX1265
 HX1265.The modeled gravity was interpolated from observed gravity values.
 HX1265
 HX1265;                    North         East    Units  Estimated Accuracy
 HX1265;SPC WV S     -   136,350.      636,160.      MT  (+/- 180 meters Scaled)
 HX1265
 HX1265                          SUPERSEDED SURVEY CONTROL
 HX1265
 HX1265  NGVD 29 (??/??/92)  664.978  (m)         2181.68   (f) ADJ UNCH    2 0
 HX1265
 HX1265.Superseded values are not recommended for survey control.
 HX1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1265.See file dsdata.txt to determine how the superseded data were derived.
 HX1265
 HX1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC361311(NAD 83)
 HX1265_MARKER: DB = BENCH MARK DISK
 HX1265_SETTING: 66 = SET IN ROCK OUTCROP
 HX1265_SP_SET: ROCK CUT
 HX1265_STAMPING: K 227 1961
 HX1265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1265+STABILITY: POSITION/ELEVATION WELL
 HX1265
 HX1265  HISTORY     - Date     Condition        Report By
 HX1265  HISTORY     - 1961     MONUMENTED       CGS
 HX1265
 HX1265                          STATION DESCRIPTION
 HX1265
 HX1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1265'0.2 MI SW FROM FENWICK.
 HX1265'ABOUT 0.25 MILES SOUTHWEST ALONG STATE HIGHWAY 20 AND 39 FROM THE
 HX1265'HIGHWAY BRIDGE OVER CHERRY RIVER AT FENWICK, ON THE NORTHEAST
 HX1265'SLOPE OF A MOUNTAIN, 25 YARDS SOUTHWEST OF THE JUNCTION OF
 HX1265'SAXMAN ROAD (A BLACK TOP ROAD LEADING SOUTH), SET VERTICALLY
 HX1265'IN THE SOUTHEAST FACE AND NEAR THE SOUTHWEST END OF A ROCK
 HX1265'THAT IS 12 FEET LONG AND 4 FEET HIGH AND PROJECTS OUT OF A CUT,
 HX1265'17 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 HX1265'NORTHEAST OF THE SOUTHWEST END OF THE ROCK AND 4 FEET ABOVE
 HX1265'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1374 ***********************************************************************
 HX1374  DESIGNATION -  K 228
 HX1374  PID         -  HX1374
 HX1374  STATE/COUNTY-  WV/GREENBRIER
 HX1374  USGS QUAD   -  DUO (1995)
 HX1374
 HX1374                         *CURRENT SURVEY CONTROL
 HX1374  ___________________________________________________________________
 HX1374* NAD 83(1986)-  38 05 48.     (N)    080 33 23.     (W)     SCALED    
 HX1374* NAVD 88     -      1088.140  (meters)    3570.01   (feet)  ADJUSTED  
 HX1374  ___________________________________________________________________
 HX1374  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HX1374  DYNAMIC HT  -        1087.214 (meters)    3566.97  (feet)  COMP
 HX1374  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 HX1374
 HX1374  VERT ORDER  -  SECOND    CLASS 0
 HX1374
 HX1374.The horizontal coordinates were scaled from a topographic map and have
 HX1374.an estimated accuracy of +/- 6 seconds.
 HX1374
 HX1374.The orthometric height was determined by differential leveling
 HX1374.and adjusted by the National Geodetic Survey in June 1991..
 HX1374
 HX1374.The geoid height was determined by GEOID03.
 HX1374
 HX1374.The dynamic height is computed by dividing the NAVD 88
 HX1374.geopotential number by the normal gravity value computed on the
 HX1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1374.degrees latitude (g = 980.6199 gals.).
 HX1374
 HX1374.The modeled gravity was interpolated from observed gravity values.
 HX1374
 HX1374;                    North         East    Units  Estimated Accuracy
 HX1374;SPC WV S     -   121,810.      638,910.      MT  (+/- 180 meters Scaled)
 HX1374
 HX1374                          SUPERSEDED SURVEY CONTROL
 HX1374
 HX1374  NGVD 29 (??/??/92) 1088.264  (m)         3570.41   (f) ADJ UNCH    2 0
 HX1374
 HX1374.Superseded values are not recommended for survey control.
 HX1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1374.See file dsdata.txt to determine how the superseded data were derived.
 HX1374
 HX1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC388166(NAD 83)
 HX1374_MARKER: DB = BENCH MARK DISK
 HX1374_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1374_SP_SET: UNSPECIFIED ROCK
 HX1374_STAMPING: K 228 1961
 HX1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1374
 HX1374  HISTORY     - Date     Condition        Report By
 HX1374  HISTORY     - 1961     MONUMENTED       CGS
 HX1374
 HX1374                          STATION DESCRIPTION
 HX1374
 HX1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1374'1.2 MI SE FROM CLEARCO.
 HX1374'ABOUT 0.35 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST
 HX1374'OFFICE AT CLEARCO, THENCE 0.8 MILE SOUTHEAST ALONG A GRADED
 HX1374'ROAD, ABOUT 0.6 MILE EAST OF A LARGE COAL TIPPLE OF THE CLEARCO
 HX1374'MINING CO., 0.2 MILE EAST OF A SMALLER COAL TIPPLE, ON THE WEST
 HX1374'SLOPE OF A MOUNTAIN, AT THE OUTSIDE OF A CURVE, SET ON TOP AND
 HX1374'NEAR THE WEST EDGE OF A LARGE FLAT ROCK THAT IS ABOUT 50 FEET
 HX1374'SQUARE, 22 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1/2
 HX1374'FOOT EAST OF THE WEST EDGE OF THE ROCK AND 6 FEET ABOVE THE LEVEL
 HX1374'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0942 ***********************************************************************
 GX0942  DESIGNATION -  K 229
 GX0942  PID         -  GX0942
 GX0942  STATE/COUNTY-  WV/FAYETTE
 GX0942  USGS QUAD   -  RAINELLE (1976)
 GX0942
 GX0942                         *CURRENT SURVEY CONTROL
 GX0942  ___________________________________________________________________
 GX0942* NAD 83(1986)-  37 59 08.     (N)    080 51 00.     (W)     SCALED    
 GX0942* NAVD 88     -       929.852  (meters)    3050.69   (feet)  ADJUSTED  
 GX0942  ___________________________________________________________________
 GX0942  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX0942  DYNAMIC HT  -         929.080 (meters)    3048.16  (feet)  COMP
 GX0942  MODELED GRAV-     979,765.5   (mgal)                       NAVD 88
 GX0942
 GX0942  VERT ORDER  -  SECOND    CLASS 0
 GX0942
 GX0942.The horizontal coordinates were scaled from a topographic map and have
 GX0942.an estimated accuracy of +/- 6 seconds.
 GX0942
 GX0942.The orthometric height was determined by differential leveling
 GX0942.and adjusted by the National Geodetic Survey in June 1991..
 GX0942
 GX0942.The geoid height was determined by GEOID03.
 GX0942
 GX0942.The dynamic height is computed by dividing the NAVD 88
 GX0942.geopotential number by the normal gravity value computed on the
 GX0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0942.degrees latitude (g = 980.6199 gals.).
 GX0942
 GX0942.The modeled gravity was interpolated from observed gravity values.
 GX0942
 GX0942;                    North         East    Units  Estimated Accuracy
 GX0942;SPC WV S     -   109,400.      613,180.      MT  (+/- 180 meters Scaled)
 GX0942
 GX0942                          SUPERSEDED SURVEY CONTROL
 GX0942
 GX0942  NGVD 29 (??/??/92)  930.001  (m)         3051.18   (f) ADJ UNCH    2 0
 GX0942
 GX0942.Superseded values are not recommended for survey control.
 GX0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0942.See file dsdata.txt to determine how the superseded data were derived.
 GX0942
 GX0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC131042(NAD 83)
 GX0942_MARKER: DB = BENCH MARK DISK
 GX0942_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0942_SP_SET: UNSPECIFIED ROCK
 GX0942_STAMPING: K 229 1961
 GX0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0942
 GX0942  HISTORY     - Date     Condition        Report By
 GX0942  HISTORY     - 1961     MONUMENTED       CGS
 GX0942
 GX0942                          STATION DESCRIPTION
 GX0942
 GX0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0942'5.7 MI W FROM RAINELLE.
 GX0942'ABOUT 5.7 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 GX0942'OF STATE HIGHWAY 20 AT RAINELLE, ON THE WEST SLOPE OF A LONG
 GX0942'HILL, AT THE OUTSIDE OF A CURVE, SET ON THE TOP OF THE NORTHWEST
 GX0942'END OF A ROCK THAT IS 8 FEET LONG AND 2 FEET HIGH AND FORMS THE
 GX0942'SOUTHWEST BANK OF THE ROAD DITCH, 17 FEET SOUTHWEST OF THE CENTER
 GX0942'LINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 GX0942'ROCK AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0103 ***********************************************************************
 JX0103  DESIGNATION -  K 23
 JX0103  PID         -  JX0103
 JX0103  STATE/COUNTY-  WV/HARRISON
 JX0103  USGS QUAD   -  WALLACE (1978)
 JX0103
 JX0103                         *CURRENT SURVEY CONTROL
 JX0103  ___________________________________________________________________
 JX0103* NAD 83(1986)-  39 22 51.     (N)    080 26 44.     (W)     SCALED    
 JX0103* NAVD 88     -       299.639  (meters)     983.07   (feet)  ADJUSTED  
 JX0103  ___________________________________________________________________
 JX0103  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JX0103  DYNAMIC HT  -         299.455 (meters)     982.46  (feet)  COMP
 JX0103  MODELED GRAV-     980,006.2   (mgal)                       NAVD 88
 JX0103
 JX0103  VERT ORDER  -  SECOND    CLASS 0
 JX0103
 JX0103.The horizontal coordinates were scaled from a topographic map and have
 JX0103.an estimated accuracy of +/- 6 seconds.
 JX0103
 JX0103.The orthometric height was determined by differential leveling
 JX0103.and adjusted by the National Geodetic Survey in June 1991..
 JX0103
 JX0103.The geoid height was determined by GEOID03.
 JX0103
 JX0103.The dynamic height is computed by dividing the NAVD 88
 JX0103.geopotential number by the normal gravity value computed on the
 JX0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0103.degrees latitude (g = 980.6199 gals.).
 JX0103
 JX0103.The modeled gravity was interpolated from observed gravity values.
 JX0103
 JX0103;                    North         East    Units  Estimated Accuracy
 JX0103;SPC WV N     -    98,220.      518,540.      MT  (+/- 180 meters Scaled)
 JX0103
 JX0103                          SUPERSEDED SURVEY CONTROL
 JX0103
 JX0103  NGVD 29 (??/??/92)  299.808  (m)          983.62   (f) ADJ UNCH    2 0
 JX0103
 JX0103.Superseded values are not recommended for survey control.
 JX0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0103.See file dsdata.txt to determine how the superseded data were derived.
 JX0103
 JX0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND477591(NAD 83)
 JX0103_MARKER: DB = BENCH MARK DISK
 JX0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0103_SP_SET: BRIDGE
 JX0103_STAMPING: K 23 1935
 JX0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0103
 JX0103  HISTORY     - Date     Condition        Report By
 JX0103  HISTORY     - 1935     MONUMENTED       CGS
 JX0103
 JX0103                          STATION DESCRIPTION
 JX0103
 JX0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0103'3.4 MI SE FROM WALLACE.
 JX0103'3.4 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0103'THE STATION AT WALLACE, HARRISON COUNTY, AT BRIDGE 418, IN THE
 JX0103'TOP OF THE NORTHEAST SIDE OF THE NORTHWEST ABUTMENT, AND 7 FEET
 JX0103'NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD DISK, STAMPED K 23
 JX0103'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0645 ***********************************************************************
 GX0645  DESIGNATION -  K 230
 GX0645  PID         -  GX0645
 GX0645  STATE/COUNTY-  WV/GREENBRIER
 GX0645  USGS QUAD   -  CORNSTALK (1981)
 GX0645
 GX0645                         *CURRENT SURVEY CONTROL
 GX0645  ___________________________________________________________________
 GX0645* NAD 83(1986)-  37 54 12.     (N)    080 33 54.     (W)     SCALED    
 GX0645* NAVD 88     -       636.288  (meters)    2087.55   (feet)  ADJUSTED  
 GX0645  ___________________________________________________________________
 GX0645  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX0645  DYNAMIC HT  -         635.746 (meters)    2085.78  (feet)  COMP
 GX0645  MODELED GRAV-     979,757.8   (mgal)                       NAVD 88
 GX0645
 GX0645  VERT ORDER  -  SECOND    CLASS 0
 GX0645
 GX0645.The horizontal coordinates were scaled from a topographic map and have
 GX0645.an estimated accuracy of +/- 6 seconds.
 GX0645
 GX0645.The orthometric height was determined by differential leveling
 GX0645.and adjusted by the National Geodetic Survey in June 1991..
 GX0645
 GX0645.The geoid height was determined by GEOID03.
 GX0645
 GX0645.The dynamic height is computed by dividing the NAVD 88
 GX0645.geopotential number by the normal gravity value computed on the
 GX0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0645.degrees latitude (g = 980.6199 gals.).
 GX0645
 GX0645.The modeled gravity was interpolated from observed gravity values.
 GX0645
 GX0645;                    North         East    Units  Estimated Accuracy
 GX0645;SPC WV S     -   100,350.      638,260.      MT  (+/- 180 meters Scaled)
 GX0645
 GX0645                          SUPERSEDED SURVEY CONTROL
 GX0645
 GX0645  NGVD 29 (??/??/92)  636.423  (m)         2088.00   (f) ADJ UNCH    2 0
 GX0645
 GX0645.Superseded values are not recommended for survey control.
 GX0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0645.See file dsdata.txt to determine how the superseded data were derived.
 GX0645
 GX0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB382951(NAD 83)
 GX0645_MARKER: DB = BENCH MARK DISK
 GX0645_SETTING: 66 = SET IN ROCK OUTCROP
 GX0645_SP_SET: ROCK LEDGE
 GX0645_STAMPING: K 230 1961
 GX0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0645+STABILITY: POSITION/ELEVATION WELL
 GX0645
 GX0645  HISTORY     - Date     Condition        Report By
 GX0645  HISTORY     - 1961     MONUMENTED       CGS
 GX0645
 GX0645                          STATION DESCRIPTION
 GX0645
 GX0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0645'3.2 MI NE FROM CLINTONVILLE.
 GX0645'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE METHODIST
 GX0645'CHURCH AT CLINTONVILLE, THENCE 1.65 MILES NORTHEAST ALONG COUNTY
 GX0645'ROAD NO. 9, 0.65 MILE SOUTHWEST OF A 15 FOOT BRIDGE OVER HUGHART
 GX0645'CREEK, SET ON THE TOP OF A ROCK LEDGE THAT IS ABOUT 11 FEET
 GX0645'LONG AND 4 FEET HIGH AND IS PART OF A 12 FOOT HIGH BANK, 16
 GX0645'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1/2 FOOT NORTH OF THE
 GX0645'SOUTH EDGE OF THE ROCK AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0165 ***********************************************************************
 GX0165  DESIGNATION -  K 231
 GX0165  PID         -  GX0165
 GX0165  STATE/COUNTY-  WV/GREENBRIER
 GX0165  USGS QUAD   -  ANTHONY (1995)
 GX0165
 GX0165                         *CURRENT SURVEY CONTROL
 GX0165  ___________________________________________________________________
 GX0165* NAD 83(1986)-  37 54 15.     (N)    080 20 09.     (W)     SCALED    
 GX0165* NAVD 88     -       598.392  (meters)    1963.22   (feet)  ADJUSTED  
 GX0165  ___________________________________________________________________
 GX0165  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX0165  DYNAMIC HT  -         597.899 (meters)    1961.61  (feet)  COMP
 GX0165  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 GX0165
 GX0165  VERT ORDER  -  SECOND    CLASS 0
 GX0165
 GX0165.The horizontal coordinates were scaled from a topographic map and have
 GX0165.an estimated accuracy of +/- 6 seconds.
 GX0165
 GX0165.The orthometric height was determined by differential leveling
 GX0165.and adjusted by the National Geodetic Survey in June 1991..
 GX0165
 GX0165.The geoid height was determined by GEOID03.
 GX0165
 GX0165.The dynamic height is computed by dividing the NAVD 88
 GX0165.geopotential number by the normal gravity value computed on the
 GX0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0165.degrees latitude (g = 980.6199 gals.).
 GX0165
 GX0165.The modeled gravity was interpolated from observed gravity values.
 GX0165
 GX0165;                    North         East    Units  Estimated Accuracy
 GX0165;SPC WV S     -   100,560.      658,410.      MT  (+/- 180 meters Scaled)
 GX0165
 GX0165                          SUPERSEDED SURVEY CONTROL
 GX0165
 GX0165  NGVD 29 (??/??/92)  598.542  (m)         1963.72   (f) ADJ UNCH    2 0
 GX0165
 GX0165.Superseded values are not recommended for survey control.
 GX0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0165.See file dsdata.txt to determine how the superseded data were derived.
 GX0165
 GX0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB583953(NAD 83)
 GX0165_MARKER: DB = BENCH MARK DISK
 GX0165_SETTING: 66 = SET IN ROCK OUTCROP
 GX0165_SP_SET: ROCK LEDGE
 GX0165_STAMPING: K 231 1961
 GX0165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0165+STABILITY: POSITION/ELEVATION WELL
 GX0165
 GX0165  HISTORY     - Date     Condition        Report By
 GX0165  HISTORY     - 1961     MONUMENTED       CGS
 GX0165
 GX0165                          STATION DESCRIPTION
 GX0165
 GX0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0165'1 MI NW FROM ANTHONY.
 GX0165'ABOUT 0.95 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE
 GX0165'CHESAPEAKE AND OHIO RAILWAY STATION AT ANTHONY, 0.75 MILE
 GX0165'NORTHWEST OF THE ANTHONY BAPTIST CHURCH, 40 YARDS SOUTH OF THE
 GX0165'EAST END OF A 25 FOOT BRIDGE OVER A SMALL STREAM, SET VERTICALLY
 GX0165'IN THE WEST FACE OF A 5 FOOT HIGH LEDGE OF ROCK THAT IS AT
 GX0165'THE BASE OF A 20 FOOT HIGH CLIFF, 13 FEET EAST OF THE CENTER
 GX0165'LINE OF THE ROAD, 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0077 ***********************************************************************
 GX0077  DESIGNATION -  K 232
 GX0077  PID         -  GX0077
 GX0077  STATE/COUNTY-  WV/GREENBRIER
 GX0077  USGS QUAD   -  ANTHONY (1995)
 GX0077
 GX0077                         *CURRENT SURVEY CONTROL
 GX0077  ___________________________________________________________________
 GX0077* NAD 83(1986)-  37 58 59.     (N)    080 21 40.     (W)     SCALED    
 GX0077* NAVD 88     -       570.807  (meters)    1872.72   (feet)  ADJUSTED  
 GX0077  ___________________________________________________________________
 GX0077  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0077  DYNAMIC HT  -         570.340 (meters)    1871.19  (feet)  COMP
 GX0077  MODELED GRAV-     979,794.7   (mgal)                       NAVD 88
 GX0077
 GX0077  VERT ORDER  -  SECOND    CLASS 0
 GX0077
 GX0077.The horizontal coordinates were scaled from a topographic map and have
 GX0077.an estimated accuracy of +/- 6 seconds.
 GX0077
 GX0077.The orthometric height was determined by differential leveling
 GX0077.and adjusted by the National Geodetic Survey in June 1991..
 GX0077
 GX0077.The geoid height was determined by GEOID03.
 GX0077
 GX0077.The dynamic height is computed by dividing the NAVD 88
 GX0077.geopotential number by the normal gravity value computed on the
 GX0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0077.degrees latitude (g = 980.6199 gals.).
 GX0077
 GX0077.The modeled gravity was interpolated from observed gravity values.
 GX0077
 GX0077;                    North         East    Units  Estimated Accuracy
 GX0077;SPC WV S     -   109,300.      656,120.      MT  (+/- 180 meters Scaled)
 GX0077
 GX0077                          SUPERSEDED SURVEY CONTROL
 GX0077
 GX0077  NGVD 29 (??/??/92)  570.947  (m)         1873.18   (f) ADJ UNCH    2 0
 GX0077
 GX0077.Superseded values are not recommended for survey control.
 GX0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0077.See file dsdata.txt to determine how the superseded data were derived.
 GX0077
 GX0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC561041(NAD 83)
 GX0077_MARKER: DB = BENCH MARK DISK
 GX0077_SETTING: 66 = SET IN ROCK OUTCROP
 GX0077_SP_SET: ROCK
 GX0077_STAMPING: K 232 1961
 GX0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0077+STABILITY: POSITION/ELEVATION WELL
 GX0077
 GX0077  HISTORY     - Date     Condition        Report By
 GX0077  HISTORY     - 1961     MONUMENTED       CGS
 GX0077  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0077  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0077
 GX0077                          STATION DESCRIPTION
 GX0077
 GX0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0077'0.8 MI S FROM RENICK.
 GX0077'ABOUT 0.75 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0077'THE STATION AT RENICK, 14 RAILS NORTHWEST OF MILEPOST 24, ABOUT 3
 GX0077'RAILS SOUTHWEST OF THE SOUTHWEST END OF A CURVE, SET VERTICALLY IN
 GX0077'THE NORTHEAST FACE OF A VERY LARGE ROCK CUT, 7 1/2 FEET SOUTHWEST
 GX0077'OF THE SOUTHWEST RAIL, 2 FEET ABOVE THE LEVEL OF THE TRACK.
 GX0077
 GX0077                          STATION RECOVERY (1983)
 GX0077
 GX0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0077'MARK NOT FOUND.
 GX0077
 GX0077                          STATION RECOVERY (1983)
 GX0077
 GX0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0952 ***********************************************************************
 GX0952  DESIGNATION -  K 233
 GX0952  PID         -  GX0952
 GX0952  STATE/COUNTY-  WV/GREENBRIER
 GX0952  USGS QUAD   -  CORNSTALK (1981)
 GX0952
 GX0952                         *CURRENT SURVEY CONTROL
 GX0952  ___________________________________________________________________
 GX0952* NAD 83(1986)-  37 56 17.     (N)    080 32 34.     (W)     SCALED    
 GX0952* NAVD 88     -       695.099  (meters)    2280.50   (feet)  ADJUSTED  
 GX0952  ___________________________________________________________________
 GX0952  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX0952  DYNAMIC HT  -         694.521 (meters)    2278.61  (feet)  COMP
 GX0952  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 GX0952
 GX0952  VERT ORDER  -  SECOND    CLASS 0
 GX0952
 GX0952.The horizontal coordinates were scaled from a topographic map and have
 GX0952.an estimated accuracy of +/- 6 seconds.
 GX0952
 GX0952.The orthometric height was determined by differential leveling
 GX0952.and adjusted by the National Geodetic Survey in June 1991..
 GX0952
 GX0952.The geoid height was determined by GEOID03.
 GX0952
 GX0952.The dynamic height is computed by dividing the NAVD 88
 GX0952.geopotential number by the normal gravity value computed on the
 GX0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0952.degrees latitude (g = 980.6199 gals.).
 GX0952
 GX0952.The modeled gravity was interpolated from observed gravity values.
 GX0952
 GX0952;                    North         East    Units  Estimated Accuracy
 GX0952;SPC WV S     -   104,210.      640,190.      MT  (+/- 180 meters Scaled)
 GX0952
 GX0952                          SUPERSEDED SURVEY CONTROL
 GX0952
 GX0952  NGVD 29 (??/??/92)  695.245  (m)         2280.98   (f) ADJ UNCH    2 0
 GX0952
 GX0952.Superseded values are not recommended for survey control.
 GX0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0952.See file dsdata.txt to determine how the superseded data were derived.
 GX0952
 GX0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB401990(NAD 83)
 GX0952_MARKER: DB = BENCH MARK DISK
 GX0952_SETTING: 66 = SET IN ROCK OUTCROP
 GX0952_SP_SET: ROCK
 GX0952_STAMPING: K 233 1961
 GX0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0952+STABILITY: POSITION/ELEVATION WELL
 GX0952
 GX0952  HISTORY     - Date     Condition        Report By
 GX0952  HISTORY     - 1961     MONUMENTED       CGS
 GX0952
 GX0952                          STATION DESCRIPTION
 GX0952
 GX0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0952'1 MI SW FROM CORNSTALK.
 GX0952'ABOUT 1.0 MILE SOUTHWEST ALONG A GRADED ROAD FROM THE POST OFFICE
 GX0952'AT CORNSTALK, 0.3 MILE NORTHEAST OF A Y JUNCTION, ABOUT 80 YARDS
 GX0952'SOUTHEAST OF THE CENTER OF A CURVE, SET VERTICALLY IN THE
 GX0952'SOUTHWEST FACE OF A ROCK THAT IS ABOUT 4 FEET LONG AND 2 1/2
 GX0952'FEET HIGH AND IS PART OF A 10 FOOT HIGH CUT, 12 1/2 FEET NORTHEAST
 GX0952'OF THE CENTER LINE OF THE ROAD, 2 FEET ABOVE THE LEVEL OF THE
 GX0952'GROUND AND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1057 ***********************************************************************
 HX1057  CBN         -  This is a Cooperative Base Network Control Station.
 HX1057  DESIGNATION -  K 234
 HX1057  PID         -  HX1057
 HX1057  STATE/COUNTY-  WV/NICHOLAS
 HX1057  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1057
 HX1057                         *CURRENT SURVEY CONTROL
 HX1057  ___________________________________________________________________
 HX1057* NAD 83(1995)-  38 21 59.60029(N)    080 47 36.06103(W)     ADJUSTED  
 HX1057* NAVD 88     -       567.859  (meters)    1863.05   (feet)  ADJUSTED  
 HX1057  ___________________________________________________________________
 HX1057  X           -     801,210.361 (meters)                     COMP
 HX1057  Y           -  -4,943,187.025 (meters)                     COMP
 HX1057  Z           -   3,937,758.869 (meters)                     COMP
 HX1057  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 HX1057  ELLIP HEIGHT-         536.40  (meters)          (04/23/01) GPS OBS
 HX1057  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 HX1057  DYNAMIC HT  -         567.430 (meters)    1861.64  (feet)  COMP
 HX1057  MODELED GRAV-     979,855.3   (mgal)                       NAVD 88
 HX1057
 HX1057  HORZ ORDER  -  A
 HX1057  VERT ORDER  -  SECOND    CLASS 0
 HX1057  ELLP ORDER  -  FOURTH    CLASS I
 HX1057
 HX1057.The horizontal coordinates were established by GPS observations
 HX1057.and adjusted by the National Geodetic Survey in April 2001..
 HX1057
 HX1057.The orthometric height was determined by differential leveling
 HX1057.and adjusted by the National Geodetic Survey in June 1991..
 HX1057
 HX1057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX1057
 HX1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1057
 HX1057.The ellipsoidal height was determined by GPS observations
 HX1057.and is referenced to NAD 83.
 HX1057
 HX1057.The geoid height was determined by GEOID03.
 HX1057
 HX1057.The dynamic height is computed by dividing the NAVD 88
 HX1057.geopotential number by the normal gravity value computed on the
 HX1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1057.degrees latitude (g = 980.6199 gals.).
 HX1057
 HX1057.The modeled gravity was interpolated from observed gravity values.
 HX1057
 HX1057;                    North         East     Units Scale Factor Converg.
 HX1057;SPC WV S     -   151,692.881   618,058.570   MT  0.99993071   +0 07 39.9
 HX1057;UTM  17      - 4,246,506.608   518,052.621   MT  0.99960401   +0 07 41.8
 HX1057
 HX1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1057!SPC WV S     -   0.99991584  x   0.99993071  =   0.99984656
 HX1057!UTM  17      -   0.99991584  x   0.99960401  =   0.99951989
 HX1057
 HX1057                          SUPERSEDED SURVEY CONTROL
 HX1057
 HX1057  NAVD 88 (04/23/01)  567.86   (m)         1863.1    (f) LEVELING    3  
 HX1057  NGVD 29 (??/??/92)  568.012  (m)         1863.55   (f) ADJ UNCH    2 0
 HX1057
 HX1057.Superseded values are not recommended for survey control.
 HX1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1057.See file dsdata.txt to determine how the superseded data were derived.
 HX1057
 HX1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC1805346507(NAD 83)
 HX1057_MARKER: DB = BENCH MARK DISK
 HX1057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1057_SP_SET: LARGE CULVERT
 HX1057_STAMPING: K 234 1961
 HX1057_MARK LOGO: CGS   
 HX1057_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX1057+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 HX1057
 HX1057  HISTORY     - Date     Condition        Report By
 HX1057  HISTORY     - 1961     MONUMENTED       CGS
 HX1057  HISTORY     - 20000223 GOOD             NGS
 HX1057
 HX1057                          STATION DESCRIPTION
 HX1057
 HX1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1057'1.6 MI E FROM MUDDLETY.
 HX1057'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 43 FROM THE JUNCTION
 HX1057'OF U.S. HIGHWAY 19 AT MUDDLETY, AT THE INSIDE AND NEAR THE
 HX1057'EAST END OF A LONG CURVE, SET ON TOP OF THE EAST END OF THE
 HX1057'SOUTH CONCRETE HEADWALL OF A 10-FOOT BOX CULVERT UNDER THE
 HX1057'HIGHWAY, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  1
 HX1057'FOOT WEST OF THE EAST END OF THE HEADWALL AND 1 FOOT BELOW THE
 HX1057'LEVEL OF THE HIGHWAY.
 HX1057
 HX1057                          STATION RECOVERY (2000)
 HX1057
 HX1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 HX1057'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) NORTHEAST OF
 HX1057'SUMMERVILLE AND ABOUT 3.2 KM (2.0 MI) EAST OF MUDDLETY.
 HX1057'OWNERSHIP--WVDHT.
 HX1057'
 HX1057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 HX1057'STATE HIGHWAY 55 IN MUDDLETY, GO NORTHEAST ON HIGHWAY 55 FOR 0.6
 HX1057'KM ( 0.4 MI) TO THE JUNCTION OF OLD HIGHWAY 19 LEADING NORTH AND
 HX1057'HIGHWAY 55 EAST.  TURN RIGHT AND GO EAST ON HIGHWAY 55 FOR 2.66 KM
 HX1057'(1.65 MI) TO THE STATION ON THE RIGHT ABOUT 0.08 KM (0.05 MI) EAST OF
 HX1057'MILEPOST 2.
 HX1057'
 HX1057'THE STATION IS LOCATED 17.1 M (56.2 FT) SOUTH AND ACROSS THE
 HX1057'HIGHWAY FROM POWER POLE NUMBER MP 43-848 S39 WITH A
 HX1057'TRANSFORMER AND GUY WIRE, 11.0 M (36.0 FT) EAST OF POWER POLE
 HX1057'NUMBER 90/322, 5.5 M (18.0 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 0.3
 HX1057'M (1.0 FT) WEST OF THE EAST END OF THE SOUTH HEADWALL AND ABOUT
 HX1057'0.24 M (0.8 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1844 ***********************************************************************
 HX1844  DESIGNATION -  K 235
 HX1844  PID         -  HX1844
 HX1844  STATE/COUNTY-  WV/FAYETTE
 HX1844  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1844
 HX1844                         *CURRENT SURVEY CONTROL
 HX1844  ___________________________________________________________________
 HX1844* NAD 83(1986)-  38 12 37.     (N)    081 10 33.     (W)     SCALED    
 HX1844* NAVD 88     -       211.432  (meters)     693.67   (feet)  ADJUSTED  
 HX1844  ___________________________________________________________________
 HX1844  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HX1844  DYNAMIC HT  -         211.281 (meters)     693.18  (feet)  COMP
 HX1844  MODELED GRAV-     979,912.9   (mgal)                       NAVD 88
 HX1844
 HX1844  VERT ORDER  -  SECOND    CLASS 0
 HX1844
 HX1844.The horizontal coordinates were scaled from a topographic map and have
 HX1844.an estimated accuracy of +/- 6 seconds.
 HX1844
 HX1844.The orthometric height was determined by differential leveling
 HX1844.and adjusted by the National Geodetic Survey in June 1991..
 HX1844
 HX1844.The geoid height was determined by GEOID03.
 HX1844
 HX1844.The dynamic height is computed by dividing the NAVD 88
 HX1844.geopotential number by the normal gravity value computed on the
 HX1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1844.degrees latitude (g = 980.6199 gals.).
 HX1844
 HX1844.The modeled gravity was interpolated from observed gravity values.
 HX1844
 HX1844;                    North         East    Units  Estimated Accuracy
 HX1844;SPC WV S     -   134,340.      584,600.      MT  (+/- 180 meters Scaled)
 HX1844
 HX1844                          SUPERSEDED SURVEY CONTROL
 HX1844
 HX1844  NGVD 29 (??/??/92)  211.618  (m)          694.28   (f) ADJ UNCH    2 0
 HX1844
 HX1844.Superseded values are not recommended for survey control.
 HX1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1844.See file dsdata.txt to determine how the superseded data were derived.
 HX1844
 HX1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC846291(NAD 83)
 HX1844_MARKER: DB = BENCH MARK DISK
 HX1844_SETTING: 66 = SET IN ROCK OUTCROP
 HX1844_SP_SET: ROCK LEDGE
 HX1844_STAMPING: K 235 1961
 HX1844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1844+STABILITY: POSITION/ELEVATION WELL
 HX1844
 HX1844  HISTORY     - Date     Condition        Report By
 HX1844  HISTORY     - 1961     MONUMENTED       CGS
 HX1844
 HX1844                          STATION DESCRIPTION
 HX1844
 HX1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1844'1.8 MI SE FROM BELVA.
 HX1844'ABOUT 1.85 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1844'FROM THE STATE HIGHWAY 39 OVERPASS AT BELVA, 0.4 MILE NORTH OF
 HX1844'MILEPOST NO. 5, 50 YARDS SOUTH OF THE NORTH END OF THE CUT,
 HX1844'SET ON THE TOP OF A VERY NARROW LEDGE OF ROCK THAT IS 1 1/2 FEET
 HX1844'LONG AND IS ON THE WEST FACE OF THE CUT, 7 FEET EAST OF THE
 HX1844'EAST RAIL, 45 FEET SOUTH OF THE EAST END OF A 24-INCH PIPE
 HX1844'CULVERT UNDER THE TRACK, 2 FEET ABOVE THE LEVEL OF THE GROUND AND
 HX1844'1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1368 ***********************************************************************
 HX1368  DESIGNATION -  K 236
 HX1368  PID         -  HX1368
 HX1368  STATE/COUNTY-  WV/NICHOLAS
 HX1368  USGS QUAD   -  MOUNT NEBO (1976)
 HX1368
 HX1368                         *CURRENT SURVEY CONTROL
 HX1368  ___________________________________________________________________
 HX1368* NAD 83(1986)-  38 11 13.     (N)    080 49 55.     (W)     SCALED    
 HX1368* NAVD 88     -       644.656  (meters)    2115.01   (feet)  ADJUSTED  
 HX1368  ___________________________________________________________________
 HX1368  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HX1368  DYNAMIC HT  -         644.152 (meters)    2113.36  (feet)  COMP
 HX1368  MODELED GRAV-     979,827.0   (mgal)                       NAVD 88
 HX1368
 HX1368  VERT ORDER  -  SECOND    CLASS 0
 HX1368
 HX1368.The horizontal coordinates were scaled from a topographic map and have
 HX1368.an estimated accuracy of +/- 6 seconds.
 HX1368
 HX1368.The orthometric height was determined by differential leveling
 HX1368.and adjusted by the National Geodetic Survey in June 1991..
 HX1368
 HX1368.The geoid height was determined by GEOID03.
 HX1368
 HX1368.The dynamic height is computed by dividing the NAVD 88
 HX1368.geopotential number by the normal gravity value computed on the
 HX1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1368.degrees latitude (g = 980.6199 gals.).
 HX1368
 HX1368.The modeled gravity was interpolated from observed gravity values.
 HX1368
 HX1368;                    North         East    Units  Estimated Accuracy
 HX1368;SPC WV S     -   131,750.      614,720.      MT  (+/- 180 meters Scaled)
 HX1368
 HX1368                          SUPERSEDED SURVEY CONTROL
 HX1368
 HX1368  NGVD 29 (??/??/92)  644.815  (m)         2115.53   (f) ADJ UNCH    2 0
 HX1368
 HX1368.Superseded values are not recommended for survey control.
 HX1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1368.See file dsdata.txt to determine how the superseded data were derived.
 HX1368
 HX1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC147265(NAD 83)
 HX1368_MARKER: DB = BENCH MARK DISK
 HX1368_SETTING: 80 = SET IN A BOULDER
 HX1368_SP_SET: BOULDER
 HX1368_STAMPING: K 236 1962
 HX1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1368+STABILITY: SURFACE MOTION
 HX1368
 HX1368  HISTORY     - Date     Condition        Report By
 HX1368  HISTORY     - 1962     MONUMENTED       CGS
 HX1368
 HX1368                          STATION DESCRIPTION
 HX1368
 HX1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1368'1.3 MI E FROM MT NEBO.
 HX1368'ABOUT 1.3 MILES EAST ALONG A BLACK TOP ROAD FROM THE FOWLER
 HX1368'KNOB BAPTIST CHURCH, ABOUT 0.3 MILES EAST OF THE GILGAL METHODIST
 HX1368'CHURCH AND CEMETERY ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 HX1368'EXTENDING NORTH AND WEST, ABOUT 48 YARDS SOUTHEAST ALONG A ROUGH
 HX1368'GRADED ROAD FROM THE JUNCTION WITH THE BLACK TOP ROAD NEAR THE
 HX1368'CENTER OF THE CURVE, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 HX1368'BOULDER ABOUT 12 FEET LONG, PROJECTING 3 FEET, AND IS PART OF A
 HX1368'LOW CUT, 13.5 FEET NORTHEAST OF THE CENTER LINE OF THE GRADED
 HX1368'ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1407 ***********************************************************************
 HX1407  DESIGNATION -  K 237
 HX1407  PID         -  HX1407
 HX1407  STATE/COUNTY-  WV/NICHOLAS
 HX1407  USGS QUAD   -  CORLISS (1976)
 HX1407
 HX1407                         *CURRENT SURVEY CONTROL
 HX1407  ___________________________________________________________________
 HX1407* NAD 83(1986)-  38 06 54.     (N)    080 47 59.     (W)     SCALED    
 HX1407* NAVD 88     -       856.806  (meters)    2811.04   (feet)  ADJUSTED  
 HX1407  ___________________________________________________________________
 HX1407  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HX1407  DYNAMIC HT  -         856.127 (meters)    2808.81  (feet)  COMP
 HX1407  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 HX1407
 HX1407  VERT ORDER  -  SECOND    CLASS 0
 HX1407
 HX1407.The horizontal coordinates were scaled from a topographic map and have
 HX1407.an estimated accuracy of +/- 6 seconds.
 HX1407
 HX1407.The orthometric height was determined by differential leveling
 HX1407.and adjusted by the National Geodetic Survey in June 1991..
 HX1407
 HX1407.The geoid height was determined by GEOID03.
 HX1407
 HX1407.The dynamic height is computed by dividing the NAVD 88
 HX1407.geopotential number by the normal gravity value computed on the
 HX1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1407.degrees latitude (g = 980.6199 gals.).
 HX1407
 HX1407.The modeled gravity was interpolated from observed gravity values.
 HX1407
 HX1407;                    North         East    Units  Estimated Accuracy
 HX1407;SPC WV S     -   123,770.      617,560.      MT  (+/- 180 meters Scaled)
 HX1407
 HX1407                          SUPERSEDED SURVEY CONTROL
 HX1407
 HX1407  NGVD 29 (??/??/92)  856.970  (m)         2811.58   (f) ADJ UNCH    2 0
 HX1407
 HX1407.Superseded values are not recommended for survey control.
 HX1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1407.See file dsdata.txt to determine how the superseded data were derived.
 HX1407
 HX1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC175185(NAD 83)
 HX1407_MARKER: DB = BENCH MARK DISK
 HX1407_SETTING: 66 = SET IN ROCK OUTCROP
 HX1407_SP_SET: ROCK LEDGE
 HX1407_STAMPING: K 237 1962
 HX1407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1407+STABILITY: POSITION/ELEVATION WELL
 HX1407
 HX1407  HISTORY     - Date     Condition        Report By
 HX1407  HISTORY     - 1962     MONUMENTED       CGS
 HX1407
 HX1407                          STATION DESCRIPTION
 HX1407
 HX1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1407'9 MI NE FROM RUSSELLVILLE.
 HX1407'ABOUT 9 MILES NORTHEAST ALONG A BLACK TOP ROAD AND GRADED FROM
 HX1407'THE POST OFFICE AT RUSSELLVILLE, ABOUT 0.65 MILES NORTH OF THE
 HX1407'JUNCTION OF A GRADED ROAD LEADING EAST, ON THE NORTH SLOPE OF A
 HX1407'LONG HILL, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX1407'TO THE SOUTH AND NORTHWEST, AT THE SOUTHWEST CORNER OF AN APPLE
 HX1407'ORCHARD, SET IN THE TOP OF A ROCK LEDGE THAT PROJECTS OUT OF THE
 HX1407'BASE OF A 6 FOOT HIGH BANK, 14 FEET EAST OF THE CENTER LINE OF
 HX1407'THE ROAD, 2.3 FEET SOUTHEAST OF THE SOUTHEAST END OF A 18-INCH
 HX1407'PIPE CULVERT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1389 ***********************************************************************
 HX1389  DESIGNATION -  K 238
 HX1389  PID         -  HX1389
 HX1389  STATE/COUNTY-  WV/GREENBRIER
 HX1389  USGS QUAD   -  RICHWOOD (1995)
 HX1389
 HX1389                         *CURRENT SURVEY CONTROL
 HX1389  ___________________________________________________________________
 HX1389* NAD 83(1986)-  38 09 14.     (N)    080 34 05.     (W)     SCALED    
 HX1389* NAVD 88     -       851.109  (meters)    2792.35   (feet)  ADJUSTED  
 HX1389  ___________________________________________________________________
 HX1389  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HX1389  DYNAMIC HT  -         850.411 (meters)    2790.06  (feet)  COMP
 HX1389  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 HX1389
 HX1389  VERT ORDER  -  SECOND    CLASS 0
 HX1389
 HX1389.The horizontal coordinates were scaled from a topographic map and have
 HX1389.an estimated accuracy of +/- 6 seconds.
 HX1389
 HX1389.The orthometric height was determined by differential leveling
 HX1389.and adjusted by the National Geodetic Survey in June 1991..
 HX1389
 HX1389.The geoid height was determined by GEOID03.
 HX1389
 HX1389.The dynamic height is computed by dividing the NAVD 88
 HX1389.geopotential number by the normal gravity value computed on the
 HX1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1389.degrees latitude (g = 980.6199 gals.).
 HX1389
 HX1389.The modeled gravity was interpolated from observed gravity values.
 HX1389
 HX1389;                    North         East    Units  Estimated Accuracy
 HX1389;SPC WV S     -   128,160.      637,860.      MT  (+/- 180 meters Scaled)
 HX1389
 HX1389                          SUPERSEDED SURVEY CONTROL
 HX1389
 HX1389  NGVD 29 (??/??/92)  851.255  (m)         2792.83   (f) ADJ UNCH    2 0
 HX1389
 HX1389.Superseded values are not recommended for survey control.
 HX1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1389.See file dsdata.txt to determine how the superseded data were derived.
 HX1389
 HX1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC378229(NAD 83)
 HX1389_MARKER: DB = BENCH MARK DISK
 HX1389_SETTING: 66 = SET IN ROCK OUTCROP
 HX1389_SP_SET: ROCK LEDGE
 HX1389_STAMPING: K 238 1962
 HX1389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1389+STABILITY: POSITION/ELEVATION WELL
 HX1389
 HX1389  HISTORY     - Date     Condition        Report By
 HX1389  HISTORY     - 1962     MONUMENTED       CGS
 HX1389
 HX1389                          STATION DESCRIPTION
 HX1389
 HX1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1389'4.9 MI E FROM LILE.
 HX1389'ABOUT 3.6 MILES NORTHEAST ALONG A GRADED ROAD FROM A Y ROAD
 HX1389'JUNCTION AT LILE, THENCE ABOUT 1.3 MILES EAST ALONG A ROUGH
 HX1389'MOUNTAIN ROAD, ABOUT 0.6 MILE WEST OF THE JUNCTION OF A NARROW
 HX1389'ROAD LEADING NORTHWEST, AT THE TOP OF A SHORT STEEP STRETCH
 HX1389'OF ROAD WITH LARGE ROCKS REACHING ACROSS THE ROAD, SET ON TOP
 HX1389'OF THE WEST EDGE OF A FLAT LEDGE ABOUT 20 FEET WIDE WHICH IS
 HX1389'PROJECTING OUT OF THE HILLSIDE, 17 FEET SOUTH OF THE CENTER
 HX1389'LINE OF THE ROAD, 4 FEET EAST OF THE WEST EDGE OF THE ROCK, AND
 HX1389'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1204 ***********************************************************************
 HX1204  DESIGNATION -  K 239
 HX1204  PID         -  HX1204
 HX1204  STATE/COUNTY-  WV/NICHOLAS
 HX1204  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1204
 HX1204                         *CURRENT SURVEY CONTROL
 HX1204  ___________________________________________________________________
 HX1204* NAD 83(1986)-  38 17 14.     (N)    080 31 59.     (W)     SCALED    
 HX1204* NAVD 88     -       697.435  (meters)    2288.17   (feet)  ADJUSTED  
 HX1204  ___________________________________________________________________
 HX1204  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX1204  DYNAMIC HT  -         696.882 (meters)    2286.35  (feet)  COMP
 HX1204  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 HX1204
 HX1204  VERT ORDER  -  SECOND    CLASS 0
 HX1204
 HX1204.The horizontal coordinates were scaled from a topographic map and have
 HX1204.an estimated accuracy of +/- 6 seconds.
 HX1204
 HX1204.The orthometric height was determined by differential leveling
 HX1204.and adjusted by the National Geodetic Survey in June 1991..
 HX1204
 HX1204.The geoid height was determined by GEOID03.
 HX1204
 HX1204.The dynamic height is computed by dividing the NAVD 88
 HX1204.geopotential number by the normal gravity value computed on the
 HX1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1204.degrees latitude (g = 980.6199 gals.).
 HX1204
 HX1204.The modeled gravity was interpolated from observed gravity values.
 HX1204
 HX1204;                    North         East    Units  Estimated Accuracy
 HX1204;SPC WV S     -   142,970.      640,850.      MT  (+/- 180 meters Scaled)
 HX1204
 HX1204                          SUPERSEDED SURVEY CONTROL
 HX1204
 HX1204  NGVD 29 (??/??/92)  697.568  (m)         2288.60   (f) ADJ UNCH    2 0
 HX1204
 HX1204.Superseded values are not recommended for survey control.
 HX1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1204.See file dsdata.txt to determine how the superseded data were derived.
 HX1204
 HX1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC408377(NAD 83)
 HX1204_MARKER: DB = BENCH MARK DISK
 HX1204_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1204_SP_SET: UNSPECIFIED ROCK
 HX1204_STAMPING: K 239 1962
 HX1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1204
 HX1204  HISTORY     - Date     Condition        Report By
 HX1204  HISTORY     - 1962     MONUMENTED       CGS
 HX1204
 HX1204                          STATION DESCRIPTION
 HX1204
 HX1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1204'6 MI N FROM RICHWOOD.
 HX1204'ABOUT 0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1204'OFFICE AT RICHWOOD, THENCE ABOUT 2.4 MILES NORTH ALONG COUNTY ROAD
 HX1204'76, THENCE ABOUT 2.7 NORTH ALONG FOREST SERVICE ROAD 76, ABOUT
 HX1204'0.7 MILES SOUTH OF A 90 FOOT STEEL BRIDGE OVER THE CRANBERRY
 HX1204'RIVER, ABOUT 0.5 MILES NORTHWEST OF A 20 FOOT CONCRETE BRIDGE
 HX1204'OVER A SMALL STREAM, SET VERTICALLY IN THE WEST FACE OF A ROCK
 HX1204'EXTENDING OUT OF ABOUT A 20 FOOT HIGH BANK ABOUT 6 BY 2 FEET
 HX1204'HIGH, 60 FEET SOUTHEAST AND ACROSS THE ROAD FROM TELEPHONE POLE
 HX1204'213, 13 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 HX1204'3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0505 ***********************************************************************
 HX0505  DESIGNATION -  K 240
 HX0505  PID         -  HX0505
 HX0505  STATE/COUNTY-  WV/WEBSTER
 HX0505  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0505
 HX0505                         *CURRENT SURVEY CONTROL
 HX0505  ___________________________________________________________________
 HX0505* NAD 83(1986)-  38 25 36.     (N)    080 26 57.     (W)     SCALED    
 HX0505* NAVD 88     -       695.646  (meters)    2282.30   (feet)  ADJUSTED  
 HX0505  ___________________________________________________________________
 HX0505  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX0505  DYNAMIC HT  -         695.109 (meters)    2280.54  (feet)  COMP
 HX0505  MODELED GRAV-     979,833.1   (mgal)                       NAVD 88
 HX0505
 HX0505  VERT ORDER  -  SECOND    CLASS 0
 HX0505
 HX0505.The horizontal coordinates were scaled from a topographic map and have
 HX0505.an estimated accuracy of +/- 6 seconds.
 HX0505
 HX0505.The orthometric height was determined by differential leveling
 HX0505.and adjusted by the National Geodetic Survey in June 1991..
 HX0505
 HX0505.The geoid height was determined by GEOID03.
 HX0505
 HX0505.The dynamic height is computed by dividing the NAVD 88
 HX0505.geopotential number by the normal gravity value computed on the
 HX0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0505.degrees latitude (g = 980.6199 gals.).
 HX0505
 HX0505.The modeled gravity was interpolated from observed gravity values.
 HX0505
 HX0505;                    North         East    Units  Estimated Accuracy
 HX0505;SPC WV S     -   158,490.      648,100.      MT  (+/- 180 meters Scaled)
 HX0505
 HX0505                          SUPERSEDED SURVEY CONTROL
 HX0505
 HX0505  NGVD 29 (??/??/92)  695.795  (m)         2282.79   (f) ADJ UNCH    2 0
 HX0505
 HX0505.Superseded values are not recommended for survey control.
 HX0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0505.See file dsdata.txt to determine how the superseded data were derived.
 HX0505
 HX0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC480533(NAD 83)
 HX0505_MARKER: DB = BENCH MARK DISK
 HX0505_SETTING: 80 = SET IN A BOULDER
 HX0505_SP_SET: BOULDER
 HX0505_STAMPING: K 240 1962
 HX0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0505+STABILITY: SURFACE MOTION
 HX0505
 HX0505  HISTORY     - Date     Condition        Report By
 HX0505  HISTORY     - 1962     MONUMENTED       CGS
 HX0505
 HX0505                          STATION DESCRIPTION
 HX0505
 HX0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0505'0.8 MI SW FROM BOLAIR.
 HX0505'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0505'AT BOLAIR, ABOUT 0.8 MILE NORTHEAST OF JUNCTION OF PRICE RUN
 HX0505'ROAD, 61 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 15 FEET
 HX0505'SOUTH OF NORTH EDGE OF ROCK, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY,
 HX0505'AND SET ON TOP OF A 35 FOOT LONG-BY-7 FOOT WIDE-BY-10 FOOT HIGH
 HX0505'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0829 ***********************************************************************
 HX0829  DESIGNATION -  K 241
 HX0829  PID         -  HX0829
 HX0829  STATE/COUNTY-  WV/WEBSTER
 HX0829  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0829
 HX0829                         *CURRENT SURVEY CONTROL
 HX0829  ___________________________________________________________________
 HX0829* NAD 83(1986)-  38 19 22.     (N)    080 26 18.     (W)     SCALED    
 HX0829* NAVD 88     -       769.793  (meters)    2525.56   (feet)  ADJUSTED  
 HX0829  ___________________________________________________________________
 HX0829  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HX0829  DYNAMIC HT  -         769.169 (meters)    2523.52  (feet)  COMP
 HX0829  MODELED GRAV-     979,792.1   (mgal)                       NAVD 88
 HX0829
 HX0829  VERT ORDER  -  SECOND    CLASS 0
 HX0829
 HX0829.The horizontal coordinates were scaled from a topographic map and have
 HX0829.an estimated accuracy of +/- 6 seconds.
 HX0829
 HX0829.The orthometric height was determined by differential leveling
 HX0829.and adjusted by the National Geodetic Survey in June 1991..
 HX0829
 HX0829.The geoid height was determined by GEOID03.
 HX0829
 HX0829.The dynamic height is computed by dividing the NAVD 88
 HX0829.geopotential number by the normal gravity value computed on the
 HX0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0829.degrees latitude (g = 980.6199 gals.).
 HX0829
 HX0829.The modeled gravity was interpolated from observed gravity values.
 HX0829
 HX0829;                    North         East    Units  Estimated Accuracy
 HX0829;SPC WV S     -   146,960.      649,110.      MT  (+/- 180 meters Scaled)
 HX0829
 HX0829                          SUPERSEDED SURVEY CONTROL
 HX0829
 HX0829  NGVD 29 (??/??/92)  769.908  (m)         2525.94   (f) ADJ UNCH    2 0
 HX0829
 HX0829.Superseded values are not recommended for survey control.
 HX0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0829.See file dsdata.txt to determine how the superseded data were derived.
 HX0829
 HX0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC490417(NAD 83)
 HX0829_MARKER: DB = BENCH MARK DISK
 HX0829_SETTING: 80 = SET IN A BOULDER
 HX0829_SP_SET: BOULDER
 HX0829_STAMPING: K 241 1962
 HX0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0829+STABILITY: SURFACE MOTION
 HX0829
 HX0829  HISTORY     - Date     Condition        Report By
 HX0829  HISTORY     - 1962     MONUMENTED       CGS
 HX0829
 HX0829                          STATION DESCRIPTION
 HX0829
 HX0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0829'7.6 MI SE FROM DYER.
 HX0829'5.9 MILES SOUTHWEST AND SOUTHEAST ALONG FOREST SERVICE ROAD
 HX0829'101 FROM THE FOOTBRIDGE OVER WILLIAMS RIVER AT DYER, THENCE ABOUT
 HX0829'1.7 MILES SOUTHEAST ALONG FOREST SERVICE ROAD 76, AT THE LOCKED
 HX0829'GATE ACROSS THE ROAD AT THE ENTRANCE TO THE BACK COUNTRY AREA
 HX0829'OF THE MONONGAHELA NATIONAL FOREST, SET ON TOP OF A 18 FOOT
 HX0829'LONG-BY-4 FOOT HIGH BOULDER THAT IS 12 FEET WIDE AT GROUND LEVEL,
 HX0829'14 FEET SOUTHWEST OF CENTER LINE OF ROAD, 1.4 FEET SOUTH OF
 HX0829'NORTH END OF BOULDER, AND 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0802 ***********************************************************************
 HX0802  DESIGNATION -  K 242
 HX0802  PID         -  HX0802
 HX0802  STATE/COUNTY-  WV/POCAHONTAS
 HX0802  USGS QUAD   -  LOBELIA (1995)
 HX0802
 HX0802                         *CURRENT SURVEY CONTROL
 HX0802  ___________________________________________________________________
 HX0802* NAD 83(1986)-  38 11 25.     (N)    080 16 18.     (W)     SCALED    
 HX0802* NAVD 88     -      1058.639  (meters)    3473.22   (feet)  ADJUSTED  
 HX0802  ___________________________________________________________________
 HX0802  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HX0802  DYNAMIC HT  -        1057.707 (meters)    3470.16  (feet)  COMP
 HX0802  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 HX0802
 HX0802  VERT ORDER  -  SECOND    CLASS 0
 HX0802
 HX0802.The horizontal coordinates were scaled from a topographic map and have
 HX0802.an estimated accuracy of +/- 6 seconds.
 HX0802
 HX0802.The orthometric height was determined by differential leveling
 HX0802.and adjusted by the National Geodetic Survey in June 1991..
 HX0802
 HX0802.The geoid height was determined by GEOID03.
 HX0802
 HX0802.The dynamic height is computed by dividing the NAVD 88
 HX0802.geopotential number by the normal gravity value computed on the
 HX0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0802.degrees latitude (g = 980.6199 gals.).
 HX0802
 HX0802.The modeled gravity was interpolated from observed gravity values.
 HX0802
 HX0802;                    North         East    Units  Estimated Accuracy
 HX0802;SPC WV S     -   132,360.      663,800.      MT  (+/- 180 meters Scaled)
 HX0802
 HX0802                          SUPERSEDED SURVEY CONTROL
 HX0802
 HX0802  NGVD 29 (??/??/92) 1058.686  (m)         3473.37   (f) ADJ UNCH    2 0
 HX0802
 HX0802.Superseded values are not recommended for survey control.
 HX0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0802.See file dsdata.txt to determine how the superseded data were derived.
 HX0802
 HX0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC637271(NAD 83)
 HX0802_MARKER: DB = BENCH MARK DISK
 HX0802_SETTING: 80 = SET IN A BOULDER
 HX0802_SP_SET: BOULDER
 HX0802_STAMPING: K 242 1962
 HX0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0802+STABILITY: SURFACE MOTION
 HX0802
 HX0802  HISTORY     - Date     Condition        Report By
 HX0802  HISTORY     - 1962     MONUMENTED       CGS
 HX0802  HISTORY     - 1969     GOOD             USFS
 HX0802
 HX0802                          STATION DESCRIPTION
 HX0802
 HX0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0802'7.7 MI NW FROM MILL POINT.
 HX0802'6.7 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX0802'U.S. HIGHWAY 219 AT MILL POINT, THENCE 1.0 MILE NORTHWEST ALONG
 HX0802'FOREST SERVICE ROAD 102, ABOUT 0.5 MILES SOUTH OF A -Y- JUNCTION,
 HX0802'SET IN THE TOP OF THE SOUTH CORNER OF A ROCK THAT IS ABOUT 4
 HX0802'FEET WIDE, 2 FEET HIGH, IS PART OF A CUT THAT IS ABOUT 35 YARDS
 HX0802'LONG, 12 FEET HIGH, 86 FEET NORTH OF THE WEST END OF A 30-INCH
 HX0802'PIPE CULVERT IN A RAVINE, 15 FEET WEST OF THE CENTER LINE OF THE
 HX0802'ROAD, 0.7 FEET NORTH OF THE SOUTH CORNER OF THE ROCK, ABOUT
 HX0802'0.35 MILES NORTH OF A 5 FOOT PIPE CULVERT IN CHARLES CREEK,
 HX0802'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- SET IN
 HX0802'LARGE SANDSTONE BOULDER 15 FT LT. OF CENTERLINE ON FOREST RD
 HX0802'102.1.  THIS BM IS IN WAY OF ROAD RECONSTRUCTION.
 HX0802
 HX0802                          STATION RECOVERY (1969)
 HX0802
 HX0802'RECOVERY NOTE BY US FOREST SERVICE 1969
 HX0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0803 ***********************************************************************
 HX0803  DESIGNATION -  K 242 RESET 1970
 HX0803  PID         -  HX0803
 HX0803  STATE/COUNTY-  WV/POCAHONTAS
 HX0803  USGS QUAD   -  LOBELIA (1995)
 HX0803
 HX0803                         *CURRENT SURVEY CONTROL
 HX0803  ___________________________________________________________________
 HX0803* NAD 83(1986)-  38 11 25.     (N)    080 16 18.     (W)     SCALED    
 HX0803* NAVD 88     -      1059.29   (+/-2cm)    3475.4    (feet)  VERTCON   
 HX0803  ___________________________________________________________________
 HX0803  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HX0803
 HX0803  VERT ORDER  -  THIRD (See Below)
 HX0803
 HX0803.The horizontal coordinates were scaled from a topographic map and have
 HX0803.an estimated accuracy of +/- 6 seconds.
 HX0803
 HX0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX0803.The vertical order pertains to the NGVD 29 superseded value.
 HX0803
 HX0803.The geoid height was determined by GEOID03.
 HX0803
 HX0803;                    North         East    Units  Estimated Accuracy
 HX0803;SPC WV S     -   132,360.      663,800.      MT  (+/- 180 meters Scaled)
 HX0803
 HX0803                          SUPERSEDED SURVEY CONTROL
 HX0803
 HX0803  NGVD 29 (09/25/03) 1059.35   (m)         3475.6    (f) RESET       3  
 HX0803
 HX0803.Superseded values are not recommended for survey control.
 HX0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0803.See file dsdata.txt to determine how the superseded data were derived.
 HX0803
 HX0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC637271(NAD 83)
 HX0803_MARKER: DB = BENCH MARK DISK
 HX0803_SETTING: 66 = SET IN ROCK OUTCROP
 HX0803_SP_SET: ROCK LEDGE
 HX0803_STAMPING: K 242 RESET 1970
 HX0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0803+STABILITY: POSITION/ELEVATION WELL
 HX0803
 HX0803  HISTORY     - Date     Condition        Report By
 HX0803  HISTORY     - 1970     MONUMENTED       NGS
 HX0803
 HX0803                          STATION DESCRIPTION
 HX0803
 HX0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HX0803'6.7 MI W FROM MILL POINT.
 HX0803'ABOUT 6.7 MILES WEST ALONG STATE HIGHWAY NO. 39 FROM THE
 HX0803'JUNCTION OF U.S. HIGHWAY 219 AT MILL POINT, THENCE 1.0 MILE
 HX0803'NORTHWEST ALONG FOREST ROAD NO. 102, ABOUT 0.5 MILES SOUTH OF A
 HX0803'PARKING LOT, SET IN TOP OF THE SOUTH CORNER OF A ROCK WHICH
 HX0803'IS PART OF AN EXPOSED ROCK LEDGE IN THE NORTH BANK OF A RAVINE,
 HX0803'N 84 DEGREES WEST AT A DISTANCE OF 103 FEET FROM THE CENTER LINE
 HX0803'OF THE ROAD AT A 36 INCH PIPE CULVERT, ABOUT 0.35 MILE NORTH
 HX0803'OF A 72 INCH CONCRETE PIPE CULVERT IN CHARLES CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0878 ***********************************************************************
 HX0878  DESIGNATION -  K 243
 HX0878  PID         -  HX0878
 HX0878  STATE/COUNTY-  WV/NICHOLAS
 HX0878  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0878
 HX0878                         *CURRENT SURVEY CONTROL
 HX0878  ___________________________________________________________________
 HX0878* NAD 83(1986)-  38 14 58.     (N)    080 29 32.     (W)     SCALED    
 HX0878* NAVD 88     -       764.787  (meters)    2509.14   (feet)  ADJUSTED  
 HX0878  ___________________________________________________________________
 HX0878  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HX0878  DYNAMIC HT  -         764.170 (meters)    2507.11  (feet)  COMP
 HX0878  MODELED GRAV-     979,796.8   (mgal)                       NAVD 88
 HX0878
 HX0878  VERT ORDER  -  SECOND    CLASS 0
 HX0878
 HX0878.The horizontal coordinates were scaled from a topographic map and have
 HX0878.an estimated accuracy of +/- 6 seconds.
 HX0878
 HX0878.The orthometric height was determined by differential leveling
 HX0878.and adjusted by the National Geodetic Survey in June 1991..
 HX0878
 HX0878.The geoid height was determined by GEOID03.
 HX0878
 HX0878.The dynamic height is computed by dividing the NAVD 88
 HX0878.geopotential number by the normal gravity value computed on the
 HX0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0878.degrees latitude (g = 980.6199 gals.).
 HX0878
 HX0878.The modeled gravity was interpolated from observed gravity values.
 HX0878
 HX0878;                    North         East    Units  Estimated Accuracy
 HX0878;SPC WV S     -   138,800.      644,440.      MT  (+/- 180 meters Scaled)
 HX0878
 HX0878                          SUPERSEDED SURVEY CONTROL
 HX0878
 HX0878  NGVD 29 (??/??/92)  764.911  (m)         2509.55   (f) ADJ UNCH    2 0
 HX0878
 HX0878.Superseded values are not recommended for survey control.
 HX0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0878.See file dsdata.txt to determine how the superseded data were derived.
 HX0878
 HX0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC444336(NAD 83)
 HX0878_MARKER: DB = BENCH MARK DISK
 HX0878_SETTING: 66 = SET IN ROCK OUTCROP
 HX0878_SP_SET: ROCK CLIFF
 HX0878_STAMPING: K 243 1962
 HX0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0878+STABILITY: POSITION/ELEVATION WELL
 HX0878
 HX0878  HISTORY     - Date     Condition        Report By
 HX0878  HISTORY     - 1962     MONUMENTED       CGS
 HX0878
 HX0878                          STATION DESCRIPTION
 HX0878
 HX0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0878'4 MI E FROM RICHWOOD.
 HX0878'4.0 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 HX0878'RICHWOOD, ABOUT 0.6 MILE WEST OF A 150-FOOT CONCRETE BRIDGE
 HX0878'(CENTER ONE OF THREE BRIDGES) OVER THE NORTH FORK OF THE CHERRY
 HX0878'RIVER, ABOUT 95 YARDS EAST OF A SUSPENSION FOOT BRIDGE OVER THE
 HX0878'NORTH FORK OF THE CHERRY RIVER, SET VERTICALLY IN THE NORTH FACE
 HX0878'OF A ROCK CLIFF THAT IS ABOUT 35 FOOT LONG AND 10-FOOT HIGH AT THE
 HX0878'HIGHEST POINT, 23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HX0878'6 FEET EAST OF THE WEST END OF THE ROCK, 2 FEET ABOVE THE LEVEL
 HX0878'OF THE GROUND, AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0668 ***********************************************************************
 HX0668  DESIGNATION -  K 244
 HX0668  PID         -  HX0668
 HX0668  STATE/COUNTY-  WV/WEBSTER
 HX0668  USGS QUAD   -  BERGOO (1995)
 HX0668
 HX0668                         *CURRENT SURVEY CONTROL
 HX0668  ___________________________________________________________________
 HX0668* NAD 83(1986)-  38 25 29.     (N)    080 21 10.     (W)     SCALED    
 HX0668* NAVD 88     -       716.576  (meters)    2350.97   (feet)  ADJUSTED  
 HX0668  ___________________________________________________________________
 HX0668  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HX0668  DYNAMIC HT  -         716.018 (meters)    2349.14  (feet)  COMP
 HX0668  MODELED GRAV-     979,825.4   (mgal)                       NAVD 88
 HX0668
 HX0668  VERT ORDER  -  SECOND    CLASS 0
 HX0668
 HX0668.The horizontal coordinates were scaled from a topographic map and have
 HX0668.an estimated accuracy of +/- 6 seconds.
 HX0668
 HX0668.The orthometric height was determined by differential leveling
 HX0668.and adjusted by the National Geodetic Survey in June 1991..
 HX0668
 HX0668.The geoid height was determined by GEOID03.
 HX0668
 HX0668.The dynamic height is computed by dividing the NAVD 88
 HX0668.geopotential number by the normal gravity value computed on the
 HX0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0668.degrees latitude (g = 980.6199 gals.).
 HX0668
 HX0668.The modeled gravity was interpolated from observed gravity values.
 HX0668
 HX0668;                    North         East    Units  Estimated Accuracy
 HX0668;SPC WV S     -   158,330.      656,510.      MT  (+/- 180 meters Scaled)
 HX0668
 HX0668                          SUPERSEDED SURVEY CONTROL
 HX0668
 HX0668  NGVD 29 (??/??/92)  716.714  (m)         2351.42   (f) ADJ UNCH    2 0
 HX0668
 HX0668.Superseded values are not recommended for survey control.
 HX0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0668.See file dsdata.txt to determine how the superseded data were derived.
 HX0668
 HX0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC564531(NAD 83)
 HX0668_MARKER: DB = BENCH MARK DISK
 HX0668_SETTING: 66 = SET IN ROCK OUTCROP
 HX0668_SP_SET: ROCK BANK
 HX0668_STAMPING: K 244 1962
 HX0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0668+STABILITY: POSITION/ELEVATION WELL
 HX0668
 HX0668  HISTORY     - Date     Condition        Report By
 HX0668  HISTORY     - 1962     MONUMENTED       CGS
 HX0668
 HX0668                          STATION DESCRIPTION
 HX0668
 HX0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0668'7.2 MI SE FROM BOLAIR.
 HX0668'0.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0668'BOLAIR, THENCE ABOUT 7.0 MILES SOUTHEAST ALONG GAULEY RIVER ROAD,
 HX0668'212 FEET WEST OF THE NORTH END OF A 5 FOOT CONCRETE PIPE CULVERT
 HX0668'FOR A SMALL STREAM, ON TOP OF THE SOUTH END OF A ROCK THAT IS
 HX0668'ABOUT 2 FOOT HIGH AT THE SOUTH END AND FORMS THE WEST BANK OF A
 HX0668'SMALL RAVINE WHICH IS AT THE WEST END OF A SMALL CLEARING, 24.3
 HX0668'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF THE
 HX0668'SOUTH END OF THE ROCK, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 HX0668'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0619 ***********************************************************************
 HX0619  DESIGNATION -  K 245
 HX0619  PID         -  HX0619
 HX0619  STATE/COUNTY-  WV/POCAHONTAS
 HX0619  USGS QUAD   -  EDRAY (1995)
 HX0619
 HX0619                         *CURRENT SURVEY CONTROL
 HX0619  ___________________________________________________________________
 HX0619* NAD 83(1986)-  38 19 10.     (N)    080 05 48.     (W)     SCALED    
 HX0619* NAVD 88     -       951.554  (meters)    3121.89   (feet)  ADJUSTED  
 HX0619  ___________________________________________________________________
 HX0619  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HX0619  DYNAMIC HT  -         950.749 (meters)    3119.25  (feet)  COMP
 HX0619  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 HX0619
 HX0619  VERT ORDER  -  FIRST     CLASS II
 HX0619
 HX0619.The horizontal coordinates were scaled from a topographic map and have
 HX0619.an estimated accuracy of +/- 6 seconds.
 HX0619
 HX0619.The orthometric height was determined by differential leveling
 HX0619.and adjusted by the National Geodetic Survey in June 1991..
 HX0619
 HX0619.The geoid height was determined by GEOID03.
 HX0619
 HX0619.The dynamic height is computed by dividing the NAVD 88
 HX0619.geopotential number by the normal gravity value computed on the
 HX0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0619.degrees latitude (g = 980.6199 gals.).
 HX0619
 HX0619.The modeled gravity was interpolated from observed gravity values.
 HX0619
 HX0619;                    North         East    Units  Estimated Accuracy
 HX0619;SPC WV S     -   146,830.      678,990.      MT  (+/- 180 meters Scaled)
 HX0619
 HX0619                          SUPERSEDED SURVEY CONTROL
 HX0619
 HX0619  NGVD 29 (??/??/92)  951.608  (m)         3122.07   (f) ADJ UNCH    1 2
 HX0619
 HX0619.Superseded values are not recommended for survey control.
 HX0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0619.See file dsdata.txt to determine how the superseded data were derived.
 HX0619
 HX0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC789416(NAD 83)
 HX0619_MARKER: DB = BENCH MARK DISK
 HX0619_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX0619_STAMPING: K 245 1962
 HX0619_MARK LOGO: CGS   
 HX0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0619+STABILITY: SURFACE MOTION
 HX0619
 HX0619  HISTORY     - Date     Condition        Report By
 HX0619  HISTORY     - 1962     MONUMENTED       CGS
 HX0619  HISTORY     - 1983     GOOD             NGS
 HX0619
 HX0619                          STATION DESCRIPTION
 HX0619
 HX0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0619'7.8 MI N FROM MARLINTON.
 HX0619'7.8 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST END
 HX0619'OF THE STATE HIGHWAY 39 BRIDGE OVER GREENBRIER RIVER AT MARLINTON,
 HX0619'SET ON TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A
 HX0619'12-FOOT CONCRETE BRIDGE OVER A SMALL STREAM AT THE FOOT OF ELK
 HX0619'MOUNTAIN, 14 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HX0619'ON THE SOUTH END OF THE EAST CONCRETE BANISTER, AND ABOUT LEVEL
 HX0619'WITH THE HIGHWAY.
 HX0619
 HX0619                          STATION RECOVERY (1983)
 HX0619
 HX0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0760 ***********************************************************************
 HX0760  DESIGNATION -  K 246
 HX0760  PID         -  HX0760
 HX0760  STATE/COUNTY-  WV/POCAHONTAS
 HX0760  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0760
 HX0760                         *CURRENT SURVEY CONTROL
 HX0760  ___________________________________________________________________
 HX0760* NAD 83(1986)-  38 19 51.     (N)    080 20 32.     (W)     SCALED    
 HX0760* NAVD 88     -       781.187  (meters)    2562.94   (feet)  ADJUSTED  
 HX0760  ___________________________________________________________________
 HX0760  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0760  DYNAMIC HT  -         780.553 (meters)    2560.86  (feet)  COMP
 HX0760  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 HX0760
 HX0760  VERT ORDER  -  SECOND    CLASS 0
 HX0760
 HX0760.The horizontal coordinates were scaled from a topographic map and have
 HX0760.an estimated accuracy of +/- 6 seconds.
 HX0760
 HX0760.The orthometric height was determined by differential leveling
 HX0760.and adjusted by the National Geodetic Survey in June 1991..
 HX0760
 HX0760.The geoid height was determined by GEOID03.
 HX0760
 HX0760.The dynamic height is computed by dividing the NAVD 88
 HX0760.geopotential number by the normal gravity value computed on the
 HX0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0760.degrees latitude (g = 980.6199 gals.).
 HX0760
 HX0760.The modeled gravity was interpolated from observed gravity values.
 HX0760
 HX0760;                    North         East    Units  Estimated Accuracy
 HX0760;SPC WV S     -   147,910.      657,510.      MT  (+/- 180 meters Scaled)
 HX0760
 HX0760                          SUPERSEDED SURVEY CONTROL
 HX0760
 HX0760  NGVD 29 (??/??/92)  781.294  (m)         2563.30   (f) ADJ UNCH    2 0
 HX0760
 HX0760.Superseded values are not recommended for survey control.
 HX0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0760.See file dsdata.txt to determine how the superseded data were derived.
 HX0760
 HX0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC574427(NAD 83)
 HX0760_MARKER: DB = BENCH MARK DISK
 HX0760_SETTING: 80 = SET IN A BOULDER
 HX0760_SP_SET: BOULDER
 HX0760_STAMPING: K 246 1962
 HX0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0760+STABILITY: SURFACE MOTION
 HX0760
 HX0760  HISTORY     - Date     Condition        Report By
 HX0760  HISTORY     - 1962     MONUMENTED       CGS
 HX0760
 HX0760                          STATION DESCRIPTION
 HX0760
 HX0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0760'9.1 MI SE FROM DYER.
 HX0760'6.75 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD (BLACK TOP AND
 HX0760'GRADED) FROM THE METHODIST CHURCH AT DYER, THENCE ABOUT 2.35
 HX0760'MILES SOUTHEAST ALONG U.S. FORESTRY ROAD 108, ABOUT 0.5 MILE
 HX0760'SOUTHEAST OF A CONCRETE BRIDGE ACROSS LITTLE BEECHY RUN, SET ON
 HX0760'TOP OF A FLAT BOULDER ABOUT 25 BY 20-FEET WIDE, PROJECTING ABOUT
 HX0760'3 FEET ABOVE THE GROUND, 26 1/2 FEET SOUTHWEST OF CENTER LINE
 HX0760'OF THE ROAD, 1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE BOULDER,
 HX0760'3 FEET NORTH OF THE SOUTH EDGE OF THE BOULDER, ABOUT 1 1/2 FEET
 HX0760'ABOVE THE ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0721 ***********************************************************************
 HX0721  DESIGNATION -  K 247
 HX0721  PID         -  HX0721
 HX0721  STATE/COUNTY-  WV/POCAHONTAS
 HX0721  USGS QUAD   -  WOODROW (1995)
 HX0721
 HX0721                         *CURRENT SURVEY CONTROL
 HX0721  ___________________________________________________________________
 HX0721* NAD 83(1986)-  38 20 26.     (N)    080 13 57.     (W)     SCALED    
 HX0721* NAVD 88     -       904.577  (meters)    2967.77   (feet)  ADJUSTED  
 HX0721  ___________________________________________________________________
 HX0721  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HX0721  DYNAMIC HT  -         903.830 (meters)    2965.32  (feet)  COMP
 HX0721  MODELED GRAV-     979,771.3   (mgal)                       NAVD 88
 HX0721
 HX0721  VERT ORDER  -  SECOND    CLASS 0
 HX0721
 HX0721.The horizontal coordinates were scaled from a topographic map and have
 HX0721.an estimated accuracy of +/- 6 seconds.
 HX0721
 HX0721.The orthometric height was determined by differential leveling
 HX0721.and adjusted by the National Geodetic Survey in June 1991..
 HX0721
 HX0721.The geoid height was determined by GEOID03.
 HX0721
 HX0721.The dynamic height is computed by dividing the NAVD 88
 HX0721.geopotential number by the normal gravity value computed on the
 HX0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0721.degrees latitude (g = 980.6199 gals.).
 HX0721
 HX0721.The modeled gravity was interpolated from observed gravity values.
 HX0721
 HX0721;                    North         East    Units  Estimated Accuracy
 HX0721;SPC WV S     -   149,070.      667,090.      MT  (+/- 180 meters Scaled)
 HX0721
 HX0721                          SUPERSEDED SURVEY CONTROL
 HX0721
 HX0721  NGVD 29 (??/??/92)  904.657  (m)         2968.03   (f) ADJ UNCH    2 0
 HX0721
 HX0721.Superseded values are not recommended for survey control.
 HX0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0721.See file dsdata.txt to determine how the superseded data were derived.
 HX0721
 HX0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC670438(NAD 83)
 HX0721_MARKER: DB = BENCH MARK DISK
 HX0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0721_SP_SET: ABUTMENT
 HX0721_STAMPING: K 247 1962
 HX0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0721
 HX0721  HISTORY     - Date     Condition        Report By
 HX0721  HISTORY     - 1962     MONUMENTED       CGS
 HX0721
 HX0721                          STATION DESCRIPTION
 HX0721
 HX0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0721'8 MI NW FROM WOODROW.
 HX0721'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0721'SCHOOL, THENCE ABOUT 3.8 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0721'ROAD 76, THENCE ABOUT 2.9 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0721'ROAD 86, SET ON TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 HX0721'CONCRETE ABUTMENT OF A CONCRETE BRIDGE ACROSS THE WILLIAMS RIVER
 HX0721'AT THE JUNCTION OF U.S. FORESTRY ROAD 135, 44 FEET NORTHEAST OF
 HX0721'THE CENTER LINE OF ROAD 86, 8 FEET SOUTHEAST OF THE CENTER LINE
 HX0721'OF ROAD 135, 0.4 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 HX0721'ABUTMENT, AND ABOUT LEVEL WITH ROAD 135.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0694 ***********************************************************************
 HX0694  DESIGNATION -  K 248
 HX0694  PID         -  HX0694
 HX0694  STATE/COUNTY-  WV/POCAHONTAS
 HX0694  USGS QUAD   -  SHARP KNOB (1995)
 HX0694
 HX0694                         *CURRENT SURVEY CONTROL
 HX0694  ___________________________________________________________________
 HX0694* NAD 83(1986)-  38 27 01.     (N)    080 09 23.     (W)     SCALED    
 HX0694* NAVD 88     -      1284.931  (meters)    4215.64   (feet)  ADJUSTED  
 HX0694  ___________________________________________________________________
 HX0694  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0694  DYNAMIC HT  -        1283.922 (meters)    4212.33  (feet)  COMP
 HX0694  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 HX0694
 HX0694  VERT ORDER  -  SECOND    CLASS 0
 HX0694
 HX0694.The horizontal coordinates were scaled from a topographic map and have
 HX0694.an estimated accuracy of +/- 6 seconds.
 HX0694
 HX0694.The orthometric height was determined by differential leveling
 HX0694.and adjusted by the National Geodetic Survey in June 1991..
 HX0694
 HX0694.The geoid height was determined by GEOID03.
 HX0694
 HX0694.The dynamic height is computed by dividing the NAVD 88
 HX0694.geopotential number by the normal gravity value computed on the
 HX0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0694.degrees latitude (g = 980.6199 gals.).
 HX0694
 HX0694.The modeled gravity was interpolated from observed gravity values.
 HX0694
 HX0694;                    North         East    Units  Estimated Accuracy
 HX0694;SPC WV S     -   161,300.      673,640.      MT  (+/- 180 meters Scaled)
 HX0694
 HX0694                          SUPERSEDED SURVEY CONTROL
 HX0694
 HX0694  NGVD 29 (??/??/92) 1285.058  (m)         4216.06   (f) ADJ UNCH    2 0
 HX0694
 HX0694.Superseded values are not recommended for survey control.
 HX0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0694.See file dsdata.txt to determine how the superseded data were derived.
 HX0694
 HX0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC736561(NAD 83)
 HX0694_MARKER: DB = BENCH MARK DISK
 HX0694_SETTING: 66 = SET IN ROCK OUTCROP
 HX0694_SP_SET: ROCK OUTCROP
 HX0694_STAMPING: K 248 1962
 HX0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0694+STABILITY: POSITION/ELEVATION WELL
 HX0694
 HX0694  HISTORY     - Date     Condition        Report By
 HX0694  HISTORY     - 1962     MONUMENTED       CGS
 HX0694
 HX0694                          STATION DESCRIPTION
 HX0694
 HX0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0694'4.6 MI NW FROM SLATY FORK.
 HX0694'4.6 MILES NORTHWEST ALONG A ABANDONED RAILWAY BED (TRAIL) FROM
 HX0694'THE SLATY FORK POST OFFICE, SET ON TOP OF A ROCK OUTCROP ABOUT
 HX0694'3-FOOT BY 10-FOOT LONG AND IS PART OF A OUTCROP THAT EXTENDS ALL
 HX0694'THE WAY ACROSS A LARGE CLEARED AREA ABOUT 40 YARDS WIDE BY 50
 HX0694'YARDS LONG, AT A JUNCTION OF THE ABANDONED RAILROAD AND U.S.
 HX0694'FORESTRY ROAD 24, 26 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 HX0694'THE FORESTRY ROAD, 0.6 FOOT NORTH OF THE SOUTH EDGE OF THE MAIN
 HX0694'PORTION OF THE ROCK, ABOUT LEVEL WITH THE GROUND, AND ABOUT 1
 HX0694'FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0577 ***********************************************************************
 HX0577  DESIGNATION -  K 249
 HX0577  PID         -  HX0577
 HX0577  STATE/COUNTY-  WV/GREENBRIER
 HX0577  USGS QUAD   -  DROOP (1995)
 HX0577
 HX0577                         *CURRENT SURVEY CONTROL
 HX0577  ___________________________________________________________________
 HX0577* NAD 83(1986)-  38 01 15.     (N)    080 18 08.     (W)     SCALED    
 HX0577* NAVD 88     -       582.821  (meters)    1912.14   (feet)  ADJUSTED  
 HX0577  ___________________________________________________________________
 HX0577  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 HX0577  DYNAMIC HT  -         582.329 (meters)    1910.52  (feet)  COMP
 HX0577  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 HX0577
 HX0577  VERT ORDER  -  SECOND    CLASS 0
 HX0577
 HX0577.The horizontal coordinates were scaled from a topographic map and have
 HX0577.an estimated accuracy of +/- 6 seconds.
 HX0577
 HX0577.The orthometric height was determined by differential leveling
 HX0577.and adjusted by the National Geodetic Survey in June 1991..
 HX0577
 HX0577.The geoid height was determined by GEOID03.
 HX0577
 HX0577.The dynamic height is computed by dividing the NAVD 88
 HX0577.geopotential number by the normal gravity value computed on the
 HX0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0577.degrees latitude (g = 980.6199 gals.).
 HX0577
 HX0577.The modeled gravity was interpolated from observed gravity values.
 HX0577
 HX0577;                    North         East    Units  Estimated Accuracy
 HX0577;SPC WV S     -   113,530.      661,270.      MT  (+/- 180 meters Scaled)
 HX0577
 HX0577                          SUPERSEDED SURVEY CONTROL
 HX0577
 HX0577  NGVD 29 (??/??/92)  582.933  (m)         1912.51   (f) ADJ UNCH    2 0
 HX0577
 HX0577.Superseded values are not recommended for survey control.
 HX0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0577.See file dsdata.txt to determine how the superseded data were derived.
 HX0577
 HX0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC612083(NAD 83)
 HX0577_MARKER: DB = BENCH MARK DISK
 HX0577_SETTING: 66 = SET IN ROCK OUTCROP
 HX0577_SP_SET: ROCK LEDGE
 HX0577_STAMPING: K 249 1962
 HX0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0577+STABILITY: POSITION/ELEVATION WELL
 HX0577
 HX0577  HISTORY     - Date     Condition        Report By
 HX0577  HISTORY     - 1962     MONUMENTED       CGS
 HX0577  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0577  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0577
 HX0577                          STATION DESCRIPTION
 HX0577
 HX0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0577'0.6 MI SW FROM HORROCK.
 HX0577'0.65 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX0577'FROM THE GRADED ROAD CROSSING AT HORROCK, 0.8 MILE NORTHEAST
 HX0577'OF A RAILROAD CROSSING FORMERLY KNOWN AS GOLDEN, AT MILEPOST
 HX0577'29, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK LEDGE
 HX0577'THAT IS ABOUT 1-BY 15-FOOT LONG, 13 FEET NORTHWEST OF THE
 HX0577'NORTHWEST RAIL OF THE MAIN TRACK, 65.5 FEET NORTH OF AND ACROSS
 HX0577'THE TRACK FROM MILEPOST 29, 4.5 FEET SOUTHWEST OF THE NORTHEAST
 HX0577'END OF THE VISIBLE PORTION OF THE ROCK, AND ABOUT 3 1/2 FEET
 HX0577'ABOVE THE LEVEL OF THE TRACK.
 HX0577
 HX0577                          STATION RECOVERY (1983)
 HX0577
 HX0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0577'MARK NOT FOUND.
 HX0577
 HX0577                          STATION RECOVERY (1983)
 HX0577
 HX0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1690 ***********************************************************************
 HX1690  DESIGNATION -  K 25
 HX1690  PID         -  HX1690
 HX1690  STATE/COUNTY-  WV/CALHOUN
 HX1690  USGS QUAD   -  MILLSTONE (1965)
 HX1690
 HX1690                         *CURRENT SURVEY CONTROL
 HX1690  ___________________________________________________________________
 HX1690* NAD 83(1986)-  38 48 53.     (N)    081 05 19.     (W)     SCALED    
 HX1690* NAVD 88     -       340.367  (meters)    1116.69   (feet)  ADJUSTED  
 HX1690  ___________________________________________________________________
 HX1690  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HX1690  DYNAMIC HT  -         340.145 (meters)    1115.96  (feet)  COMP
 HX1690  MODELED GRAV-     979,965.4   (mgal)                       NAVD 88
 HX1690
 HX1690  VERT ORDER  -  SECOND    CLASS 0
 HX1690
 HX1690.The horizontal coordinates were scaled from a topographic map and have
 HX1690.an estimated accuracy of +/- 6 seconds.
 HX1690
 HX1690.The orthometric height was determined by differential leveling
 HX1690.and adjusted by the National Geodetic Survey in June 1991..
 HX1690
 HX1690.The geoid height was determined by GEOID03.
 HX1690
 HX1690.The dynamic height is computed by dividing the NAVD 88
 HX1690.geopotential number by the normal gravity value computed on the
 HX1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1690.degrees latitude (g = 980.6199 gals.).
 HX1690
 HX1690.The modeled gravity was interpolated from observed gravity values.
 HX1690
 HX1690;                    North         East    Units  Estimated Accuracy
 HX1690;SPC WV S     -   201,420.      592,300.      MT  (+/- 180 meters Scaled)
 HX1690
 HX1690                          SUPERSEDED SURVEY CONTROL
 HX1690
 HX1690  NGVD 29 (??/??/92)  340.536  (m)         1117.24   (f) ADJ UNCH    2 0
 HX1690
 HX1690.Superseded values are not recommended for survey control.
 HX1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1690.See file dsdata.txt to determine how the superseded data were derived.
 HX1690
 HX1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC923962(NAD 83)
 HX1690_MARKER: DB = BENCH MARK DISK
 HX1690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1690_SP_SET: CULVERT
 HX1690_STAMPING: K 25 1935
 HX1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1690
 HX1690  HISTORY     - Date     Condition        Report By
 HX1690  HISTORY     - 1935     MONUMENTED       CGS
 HX1690
 HX1690                          STATION DESCRIPTION
 HX1690
 HX1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX1690'1.2 MI N FROM MILLSTONE.
 HX1690'1.2 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 HX1690'MILLSTONE, CALHOUN COUNTY, 0.1 MILE NORTH OF A SUMMIT, AT THE
 HX1690'JUNCTION OF A PUBLIC ROAD LEADING NORTHWEST, 27 FEET EAST OF THE
 HX1690'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE CULVERT.
 HX1690'A STANDARD DISK, STAMPED K 25 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0902 ***********************************************************************
 HX0902  DESIGNATION -  K 250
 HX0902  PID         -  HX0902
 HX0902  STATE/COUNTY-  WV/POCAHONTAS
 HX0902  USGS QUAD   -  DROOP (1995)
 HX0902
 HX0902                         *CURRENT SURVEY CONTROL
 HX0902  ___________________________________________________________________
 HX0902* NAD 83(1986)-  38 06 09.     (N)    080 17 53.     (W)     SCALED    
 HX0902* NAVD 88     -       794.862  (meters)    2607.81   (feet)  ADJUSTED  
 HX0902  ___________________________________________________________________
 HX0902  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX0902  DYNAMIC HT  -         794.192 (meters)    2605.61  (feet)  COMP
 HX0902  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 HX0902
 HX0902  VERT ORDER  -  SECOND    CLASS 0
 HX0902
 HX0902.The horizontal coordinates were scaled from a topographic map and have
 HX0902.an estimated accuracy of +/- 6 seconds.
 HX0902
 HX0902.The orthometric height was determined by differential leveling
 HX0902.and adjusted by the National Geodetic Survey in June 1991..
 HX0902
 HX0902.The geoid height was determined by GEOID03.
 HX0902
 HX0902.The dynamic height is computed by dividing the NAVD 88
 HX0902.geopotential number by the normal gravity value computed on the
 HX0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0902.degrees latitude (g = 980.6199 gals.).
 HX0902
 HX0902.The modeled gravity was interpolated from observed gravity values.
 HX0902
 HX0902;                    North         East    Units  Estimated Accuracy
 HX0902;SPC WV S     -   122,600.      661,560.      MT  (+/- 180 meters Scaled)
 HX0902
 HX0902                          SUPERSEDED SURVEY CONTROL
 HX0902
 HX0902  NGVD 29 (??/??/92)  794.948  (m)         2608.09   (f) ADJ UNCH    2 0
 HX0902
 HX0902.Superseded values are not recommended for survey control.
 HX0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0902.See file dsdata.txt to determine how the superseded data were derived.
 HX0902
 HX0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC615174(NAD 83)
 HX0902_MARKER: DB = BENCH MARK DISK
 HX0902_SETTING: 66 = SET IN ROCK OUTCROP
 HX0902_SP_SET: ROCK LEDGE
 HX0902_STAMPING: K 250 1962
 HX0902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0902+STABILITY: POSITION/ELEVATION WELL
 HX0902
 HX0902  HISTORY     - Date     Condition        Report By
 HX0902  HISTORY     - 1962     MONUMENTED       CGS
 HX0902  HISTORY     - 1983     GOOD             NGS
 HX0902
 HX0902                          STATION DESCRIPTION
 HX0902
 HX0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0902'2.7 MI S FROM LOBELIA.
 HX0902'2.7 MILES SOUTH ALONG BLACK TOP ROAD FROM JUNCTION OF GRADED
 HX0902'ROAD AT LOBELIA, ABOUT 0.8 MILES NORTH OF THE JUNCTION OF BLACK
 HX0902'TOP ROAD LEADING SOUTH BY SOUTHWEST AT POINT WHERE THE MAIN BLACK
 HX0902'TOP ROAD TURNS EAST TO U.S. HIGHWAY 219, ABOUT 0.15 MILES SOUTH
 HX0902'OF THE JUNCTION OF PRIVATE ROAD LEADING SOUTHEAST DOWN A SMALL
 HX0902'HOLLOW AND BRANCH, ABOUT 95 YARDS NORTHEAST OF THE APPROXIMATE
 HX0902'CENTER LINE OF A SHARP CURVE NORTHEAST BY EAST---NORTHEAST, SET
 HX0902'ON TOP OF A ROCK LEDGE IN SMALL ROCK ABOUT 50 YARDS LONG,
 HX0902'PROJECTING ABOUT 1 FOOT FROM THE CUT, 14 1/2 FEET NORTHWEST OF
 HX0902'THE CENTER LINE OF THE ROAD, 61 FEET SOUTHWEST OF THE NORTHEAST
 HX0902'END OF THE ROCK CUT, 0.4 NORTHWEST OF THE SOUTHEAST EDGE OF THE
 HX0902'ROCK LEDGE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0902
 HX0902                          STATION RECOVERY (1983)
 HX0902
 HX0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2051 ***********************************************************************
 HW2051  DESIGNATION -  K 251
 HW2051  PID         -  HW2051
 HW2051  STATE/COUNTY-  WV/RANDOLPH
 HW2051  USGS QUAD   -  BEVERLY EAST (1995)
 HW2051
 HW2051                         *CURRENT SURVEY CONTROL
 HW2051  ___________________________________________________________________
 HW2051* NAD 83(1986)-  38 49 22.     (N)    079 49 29.     (W)     SCALED    
 HW2051* NAVD 88     -       646.579  (meters)    2121.32   (feet)  ADJUSTED  
 HW2051  ___________________________________________________________________
 HW2051  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HW2051  DYNAMIC HT  -         646.104 (meters)    2119.76  (feet)  COMP
 HW2051  MODELED GRAV-     979,871.8   (mgal)                       NAVD 88
 HW2051
 HW2051  VERT ORDER  -  SECOND    CLASS 0
 HW2051
 HW2051.The horizontal coordinates were scaled from a topographic map and have
 HW2051.an estimated accuracy of +/- 6 seconds.
 HW2051
 HW2051.The orthometric height was determined by differential leveling
 HW2051.and adjusted by the National Geodetic Survey in June 1991..
 HW2051
 HW2051.The geoid height was determined by GEOID03.
 HW2051
 HW2051.The dynamic height is computed by dividing the NAVD 88
 HW2051.geopotential number by the normal gravity value computed on the
 HW2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2051.degrees latitude (g = 980.6199 gals.).
 HW2051
 HW2051.The modeled gravity was interpolated from observed gravity values.
 HW2051
 HW2051;                    North         East    Units  Estimated Accuracy
 HW2051;SPC WV S     -   202,960.      702,060.      MT  (+/- 180 meters Scaled)
 HW2051
 HW2051                          SUPERSEDED SURVEY CONTROL
 HW2051
 HW2051  NGVD 29 (??/??/92)  646.727  (m)         2121.80   (f) ADJ UNCH    2 0
 HW2051
 HW2051.Superseded values are not recommended for survey control.
 HW2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2051.See file dsdata.txt to determine how the superseded data were derived.
 HW2051
 HW2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC020977(NAD 83)
 HW2051_MARKER: DB = BENCH MARK DISK
 HW2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2051_STAMPING: K 251 1962
 HW2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2051+STABILITY: SURFACE MOTION
 HW2051
 HW2051  HISTORY     - Date     Condition        Report By
 HW2051  HISTORY     - 1962     MONUMENTED       CGS
 HW2051  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2051
 HW2051                          STATION DESCRIPTION
 HW2051
 HW2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2051'3.6 MI SE FROM BEVERLY.
 HW2051'ABOUT 2.9 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2051'OFFICE AT BEVERLY, THENCE 0.7 MILE EAST ALONG A GRAVEL ROAD, AT
 HW2051'THE WEST CORNER OF A SMALL PASTURE FIELD, 99 FEET NORTHWEST OF
 HW2051'A PIPE LINE CROSSING, 16 1/2 FEET NORTH OF THE CENTER LINE OF THE
 HW2051'ROAD, 1 1/2 FEET SOUTH OF A WIRE FENCE, 3 FEET EAST OF A STEEL
 HW2051'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 HW2051'2 INCHES.
 HW2051
 HW2051                          STATION RECOVERY (1983)
 HW2051
 HW2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0892 ***********************************************************************
 JW0892  DESIGNATION -  K 251 M CO
 JW0892  PID         -  JW0892
 JW0892  STATE/COUNTY-  WV/MONONGALIA
 JW0892  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0892
 JW0892                         *CURRENT SURVEY CONTROL
 JW0892  ___________________________________________________________________
 JW0892* NAD 83(1986)-  39 38 01.     (N)    079 57 14.     (W)     SCALED    
 JW0892* NAVD 88     -       290.683  (meters)     953.68   (feet)  ADJUSTED  
 JW0892  ___________________________________________________________________
 JW0892  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JW0892  DYNAMIC HT  -         290.511 (meters)     953.12  (feet)  COMP
 JW0892  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 JW0892
 JW0892  VERT ORDER  -  FIRST     CLASS II
 JW0892
 JW0892.The horizontal coordinates were scaled from a topographic map and have
 JW0892.an estimated accuracy of +/- 6 seconds.
 JW0892
 JW0892.The orthometric height was determined by differential leveling
 JW0892.and adjusted by the National Geodetic Survey in June 1991..
 JW0892
 JW0892.The geoid height was determined by GEOID03.
 JW0892
 JW0892.The dynamic height is computed by dividing the NAVD 88
 JW0892.geopotential number by the normal gravity value computed on the
 JW0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0892.degrees latitude (g = 980.6199 gals.).
 JW0892
 JW0892.The modeled gravity was interpolated from observed gravity values.
 JW0892
 JW0892;                    North         East    Units  Estimated Accuracy
 JW0892;SPC WV N     -   125,950.      561,040.      MT  (+/- 180 meters Scaled)
 JW0892
 JW0892                          SUPERSEDED SURVEY CONTROL
 JW0892
 JW0892  NGVD 29 (??/??/92)  290.800  (m)          954.07   (f) ADJ UNCH    1 2
 JW0892
 JW0892.Superseded values are not recommended for survey control.
 JW0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0892.See file dsdata.txt to determine how the superseded data were derived.
 JW0892
 JW0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND897876(NAD 83)
 JW0892_MARKER: DB = BENCH MARK DISK
 JW0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0892_SP_SET: BRICK WALL
 JW0892_STAMPING: K 251 1962
 JW0892_MARK LOGO: CGS   
 JW0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0892
 JW0892  HISTORY     - Date     Condition        Report By
 JW0892  HISTORY     - 1962     MONUMENTED       CGS
 JW0892  HISTORY     - 1983     GOOD             NGS
 JW0892  HISTORY     - 1989     GOOD             USPSQD
 JW0892
 JW0892                          STATION DESCRIPTION
 JW0892
 JW0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JW0892'AT MORGANTOWN.
 JW0892'AT MORGANTOWN, ON THE CAMPUS OF WEST VIRGINIA UNIVERSITY, AT THE
 JW0892'CHEMISTRY BUILDING, SET VERTICALLY IN THE NORTH-NORTHEAST BRICK
 JW0892'WALL, 3.3 FEET WEST-NORTHWEST OF THE NORTH-NORTHEAST CORNER OF
 JW0892'BUILDING, 16.5 FEET SOUTH-SOUTHWEST OF CONCRETE CURB OF PROSPECT
 JW0892'STREET, 34 1/2 FEET EAST-SOUTHEAST OF THE CENTER OF MAIN ENTRANCE
 JW0892'TO BUILDING, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 JW0892
 JW0892                          STATION RECOVERY (1983)
 JW0892
 JW0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0892'RECOVERED IN GOOD CONDITION.
 JW0892
 JW0892                          STATION RECOVERY (1989)
 JW0892
 JW0892'RECOVERY NOTE BY US POWER SQUADRON 1989 (CET)
 JW0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0787 ***********************************************************************
 HX0787  DESIGNATION -  K 252
 HX0787  PID         -  HX0787
 HX0787  STATE/COUNTY-  WV/POCAHONTAS
 HX0787  USGS QUAD   -  WOODROW (1995)
 HX0787
 HX0787                         *CURRENT SURVEY CONTROL
 HX0787  ___________________________________________________________________
 HX0787* NAD 83(1986)-  38 17 56.     (N)    080 14 12.     (W)     SCALED    
 HX0787* NAVD 88     -      1251.643  (meters)    4106.43   (feet)  ADJUSTED  
 HX0787  ___________________________________________________________________
 HX0787  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0787  DYNAMIC HT  -        1250.611 (meters)    4103.05  (feet)  COMP
 HX0787  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 HX0787
 HX0787  VERT ORDER  -  SECOND    CLASS 0
 HX0787
 HX0787.The horizontal coordinates were scaled from a topographic map and have
 HX0787.an estimated accuracy of +/- 6 seconds.
 HX0787
 HX0787.The orthometric height was determined by differential leveling
 HX0787.and adjusted by the National Geodetic Survey in June 1991..
 HX0787
 HX0787.The geoid height was determined by GEOID03.
 HX0787
 HX0787.The dynamic height is computed by dividing the NAVD 88
 HX0787.geopotential number by the normal gravity value computed on the
 HX0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0787.degrees latitude (g = 980.6199 gals.).
 HX0787
 HX0787.The modeled gravity was interpolated from observed gravity values.
 HX0787
 HX0787;                    North         East    Units  Estimated Accuracy
 HX0787;SPC WV S     -   144,440.      666,770.      MT  (+/- 180 meters Scaled)
 HX0787
 HX0787                          SUPERSEDED SURVEY CONTROL
 HX0787
 HX0787  NGVD 29 (??/??/92) 1251.741  (m)         4106.75   (f) ADJ UNCH    2 0
 HX0787
 HX0787.Superseded values are not recommended for survey control.
 HX0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0787.See file dsdata.txt to determine how the superseded data were derived.
 HX0787
 HX0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC667392(NAD 83)
 HX0787_MARKER: DB = BENCH MARK DISK
 HX0787_SETTING: 80 = SET IN A BOULDER
 HX0787_SP_SET: BOULDER
 HX0787_STAMPING: K 252 1962
 HX0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0787+STABILITY: SURFACE MOTION
 HX0787
 HX0787  HISTORY     - Date     Condition        Report By
 HX0787  HISTORY     - 1962     MONUMENTED       CGS
 HX0787
 HX0787                          STATION DESCRIPTION
 HX0787
 HX0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0787'9.1 MI NW FROM WOODROW.
 HX0787'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0787'GRADE SCHOOL, THENCE 7.75 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0787'ROAD 76, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING TO
 HX0787'THE EAST AND NORTH, ON TOP OF THE NORTHEAST CORNER OF A LARGE
 HX0787'ROCK THAT IS ABOUT 15-BY 9-FOOT WIDE, 16 INCHES SOUTHWEST OF THE
 HX0787'EAST CORNER OF THE ROCK, 26 1/2 FEET SOUTH OF THE CENTER LINE
 HX0787'OF THE ROAD, 168 FEET WEST OF A CONCRETE CULVERT FOR SUGAR CREEK,
 HX0787'AND ABOUT 14 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0641 ***********************************************************************
 HX0641  DESIGNATION -  K 253
 HX0641  PID         -  HX0641
 HX0641  STATE/COUNTY-  WV/POCAHONTAS
 HX0641  USGS QUAD   -  MINGO (1995)
 HX0641
 HX0641                         *CURRENT SURVEY CONTROL
 HX0641  ___________________________________________________________________
 HX0641* NAD 83(1986)-  38 27 02.     (N)    080 01 55.     (W)     SCALED    
 HX0641* NAVD 88     -      1017.239  (meters)    3337.39   (feet)  ADJUSTED  
 HX0641  ___________________________________________________________________
 HX0641  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HX0641  DYNAMIC HT  -        1016.394 (meters)    3334.62  (feet)  COMP
 HX0641  MODELED GRAV-     979,762.2   (mgal)                       NAVD 88
 HX0641
 HX0641  VERT ORDER  -  FIRST     CLASS II
 HX0641
 HX0641.The horizontal coordinates were scaled from a topographic map and have
 HX0641.an estimated accuracy of +/- 6 seconds.
 HX0641
 HX0641.The orthometric height was determined by differential leveling
 HX0641.and adjusted by the National Geodetic Survey in June 1991..
 HX0641
 HX0641.The geoid height was determined by GEOID03.
 HX0641
 HX0641.The dynamic height is computed by dividing the NAVD 88
 HX0641.geopotential number by the normal gravity value computed on the
 HX0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0641.degrees latitude (g = 980.6199 gals.).
 HX0641
 HX0641.The modeled gravity was interpolated from observed gravity values.
 HX0641
 HX0641;                    North         East    Units  Estimated Accuracy
 HX0641;SPC WV S     -   161,440.      684,500.      MT  (+/- 180 meters Scaled)
 HX0641
 HX0641                          SUPERSEDED SURVEY CONTROL
 HX0641
 HX0641  NGVD 29 (??/??/92) 1017.296  (m)         3337.58   (f) ADJ UNCH    1 2
 HX0641
 HX0641.Superseded values are not recommended for survey control.
 HX0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0641.See file dsdata.txt to determine how the superseded data were derived.
 HX0641
 HX0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC844562(NAD 83)
 HX0641_MARKER: DB = BENCH MARK DISK
 HX0641_SETTING: 66 = SET IN ROCK OUTCROP
 HX0641_SP_SET: ROCK CUT
 HX0641_STAMPING: K 253 1962
 HX0641_MARK LOGO: CGS   
 HX0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0641+STABILITY: POSITION/ELEVATION WELL
 HX0641
 HX0641  HISTORY     - Date     Condition        Report By
 HX0641  HISTORY     - 1962     MONUMENTED       CGS
 HX0641  HISTORY     - 1983     GOOD             NGS
 HX0641
 HX0641                          STATION DESCRIPTION
 HX0641
 HX0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0641'0.2 MI SW FROM MACE.
 HX0641'0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 HX0641'AT MACE, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING TO
 HX0641'THE NORTHEAST AND SOUTHWEST, SET VERTICALLY IN THE NORTHWEST
 HX0641'FACE OF A ROCK CUT THAT IS ABOUT 250-FOOT LONG AND 10-FOOT HIGH,
 HX0641'90 FEET NORTHEAST OF THE SOUTHWEST END OF THE CUT, 21 1/2 FEET
 HX0641'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2
 HX0641'FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS BENCH MARK
 HX0641'CAN ALSO BE REACHED BY GOING 6.85 MILES EAST AND NORTH ALONG
 HX0641'U.S. HIGHWAY 219 FROM THE GRADE SCHOOL AT SLATY FORK.
 HX0641
 HX0641                          STATION RECOVERY (1983)
 HX0641
 HX0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1958 ***********************************************************************
 HW1958  DESIGNATION -  K 254
 HW1958  PID         -  HW1958
 HW1958  STATE/COUNTY-  WV/RANDOLPH
 HW1958  USGS QUAD   -  MILL CREEK (1995)
 HW1958
 HW1958                         *CURRENT SURVEY CONTROL
 HW1958  ___________________________________________________________________
 HW1958* NAD 83(1986)-  38 42 05.     (N)    079 59 22.     (W)     SCALED    
 HW1958* NAVD 88     -       626.994  (meters)    2057.06   (feet)  ADJUSTED  
 HW1958  ___________________________________________________________________
 HW1958  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HW1958  DYNAMIC HT  -         626.530 (meters)    2055.54  (feet)  COMP
 HW1958  MODELED GRAV-     979,866.7   (mgal)                       NAVD 88
 HW1958
 HW1958  VERT ORDER  -  SECOND    CLASS 0
 HW1958
 HW1958.The horizontal coordinates were scaled from a topographic map and have
 HW1958.an estimated accuracy of +/- 6 seconds.
 HW1958
 HW1958.The orthometric height was determined by differential leveling
 HW1958.and adjusted by the National Geodetic Survey in June 1991..
 HW1958
 HW1958.The geoid height was determined by GEOID03.
 HW1958
 HW1958.The dynamic height is computed by dividing the NAVD 88
 HW1958.geopotential number by the normal gravity value computed on the
 HW1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1958.degrees latitude (g = 980.6199 gals.).
 HW1958
 HW1958.The modeled gravity was interpolated from observed gravity values.
 HW1958
 HW1958;                    North         East    Units  Estimated Accuracy
 HW1958;SPC WV S     -   189,320.      687,900.      MT  (+/- 180 meters Scaled)
 HW1958
 HW1958                          SUPERSEDED SURVEY CONTROL
 HW1958
 HW1958  NGVD 29 (??/??/92)  627.142  (m)         2057.55   (f) ADJ UNCH    2 0
 HW1958
 HW1958.Superseded values are not recommended for survey control.
 HW1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1958.See file dsdata.txt to determine how the superseded data were derived.
 HW1958
 HW1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC878841(NAD 83)
 HW1958_MARKER: DB = BENCH MARK DISK
 HW1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1958_STAMPING: K 254 1962
 HW1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1958+STABILITY: SURFACE MOTION
 HW1958
 HW1958  HISTORY     - Date     Condition        Report By
 HW1958  HISTORY     - 1962     MONUMENTED       CGS
 HW1958  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1958
 HW1958                          STATION DESCRIPTION
 HW1958
 HW1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1958'1 MI SW FROM HUTTONSVILLE.
 HW1958'ABOUT 0.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE
 HW1958'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, AT THE
 HW1958'NORTHEAST END OF A FIELD OWNED BY MR. J.W. WOLFNER, 34 FEET
 HW1958'NORTHWEST OF CENTER LINE OF HIGHWAY, 95 FEET SOUTH OF SOUTHEAST
 HW1958'END OF FARM HOUSE, 12 FEET NORTH OF FENCE CORNER POST, 1 FOOT
 HW1958'NORTHEAST OF FENCE LINE, 1.5 FEET SOUTH OF A STEEL WITNESS POST,
 HW1958'ABOUT 2 FEET BELOW LEVEL OF HIGHWAY, ABOUT 200 YARDS SOUTHWEST
 HW1958'OF A TWO STORY YELLOW BRICK HOUSE, AND SET IN TOP OF A CONCRETE
 HW1958'POST PROJECTING 4 INCHES.
 HW1958
 HW1958                          STATION RECOVERY (1983)
 HW1958
 HW1958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1958'NOT RECOVERED, LOOKS LIKE AREA HAS BEEN FILLED AS THE MARK LOCATION IS
 HW1958'NOW ABOUT 2 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0684 ***********************************************************************
 HX0684  DESIGNATION -  K 255
 HX0684  PID         -  HX0684
 HX0684  STATE/COUNTY-  WV/POCAHONTAS
 HX0684  USGS QUAD   -  SHARP KNOB (1995)
 HX0684
 HX0684                         *CURRENT SURVEY CONTROL
 HX0684  ___________________________________________________________________
 HX0684* NAD 83(1986)-  38 25 06.     (N)    080 12 13.     (W)     SCALED    
 HX0684* NAVD 88     -      1114.696  (meters)    3657.13   (feet)  ADJUSTED  
 HX0684  ___________________________________________________________________
 HX0684  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0684  DYNAMIC HT  -        1113.806 (meters)    3654.21  (feet)  COMP
 HX0684  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 HX0684
 HX0684  VERT ORDER  -  SECOND    CLASS 0
 HX0684
 HX0684.The horizontal coordinates were scaled from a topographic map and have
 HX0684.an estimated accuracy of +/- 6 seconds.
 HX0684
 HX0684.The orthometric height was determined by differential leveling
 HX0684.and adjusted by the National Geodetic Survey in June 1991..
 HX0684
 HX0684.The geoid height was determined by GEOID03.
 HX0684
 HX0684.The dynamic height is computed by dividing the NAVD 88
 HX0684.geopotential number by the normal gravity value computed on the
 HX0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0684.degrees latitude (g = 980.6199 gals.).
 HX0684
 HX0684.The modeled gravity was interpolated from observed gravity values.
 HX0684
 HX0684;                    North         East    Units  Estimated Accuracy
 HX0684;SPC WV S     -   157,720.      669,540.      MT  (+/- 180 meters Scaled)
 HX0684
 HX0684                          SUPERSEDED SURVEY CONTROL
 HX0684
 HX0684  NGVD 29 (??/??/92) 1114.810  (m)         3657.51   (f) ADJ UNCH    2 0
 HX0684
 HX0684.Superseded values are not recommended for survey control.
 HX0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0684.See file dsdata.txt to determine how the superseded data were derived.
 HX0684
 HX0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC695525(NAD 83)
 HX0684_MARKER: DB = BENCH MARK DISK
 HX0684_SETTING: 66 = SET IN ROCK OUTCROP
 HX0684_SP_SET: ROCK BANK
 HX0684_STAMPING: K 255 1962
 HX0684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0684+STABILITY: POSITION/ELEVATION WELL
 HX0684
 HX0684  HISTORY     - Date     Condition        Report By
 HX0684  HISTORY     - 1962     MONUMENTED       CGS
 HX0684
 HX0684                          STATION DESCRIPTION
 HX0684
 HX0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0684'18.8 MI SE FROM BOLAIR.
 HX0684'0.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0684'BOLAIR, THENCE ABOUT 18.6 MILES SOUTHEAST ALONG GAULEY RIVER
 HX0684'ROAD, ON THE INSIDE OF A LONG CURVE WITH THE TANGENTS EXTENDING
 HX0684'TO THE NORTH AND NORTHEAST, BETWEEN THE ROAD AND WHAT APPEARS
 HX0684'TO BE AN OLD STRIPE MINE, ON TOP OF THE HIGHEST POINT OF A ROCK
 HX0684'THAT IS ABOUT 6-FOOT LONG AND HELPS FROM THE NORTH BANK OF THE
 HX0684'ROAD DITCH, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 HX0684'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0593 ***********************************************************************
 HX0593  DESIGNATION -  K 256
 HX0593  PID         -  HX0593
 HX0593  STATE/COUNTY-  WV/POCAHONTAS
 HX0593  USGS QUAD   -  MINGO (1995)
 HX0593
 HX0593                         *CURRENT SURVEY CONTROL
 HX0593  ___________________________________________________________________
 HX0593* NAD 83(1986)-  38 28 06.     (N)    080 07 11.     (W)     SCALED    
 HX0593* NAVD 88     -       768.214  (meters)    2520.38   (feet)  ADJUSTED  
 HX0593  ___________________________________________________________________
 HX0593  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HX0593  DYNAMIC HT  -         767.605 (meters)    2518.38  (feet)  COMP
 HX0593  MODELED GRAV-     979,810.0   (mgal)                       NAVD 88
 HX0593
 HX0593  VERT ORDER  -  SECOND    CLASS 0
 HX0593
 HX0593.The horizontal coordinates were scaled from a topographic map and have
 HX0593.an estimated accuracy of +/- 6 seconds.
 HX0593
 HX0593.The orthometric height was determined by differential leveling
 HX0593.and adjusted by the National Geodetic Survey in June 1991..
 HX0593
 HX0593.The geoid height was determined by GEOID03.
 HX0593
 HX0593.The dynamic height is computed by dividing the NAVD 88
 HX0593.geopotential number by the normal gravity value computed on the
 HX0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0593.degrees latitude (g = 980.6199 gals.).
 HX0593
 HX0593.The modeled gravity was interpolated from observed gravity values.
 HX0593
 HX0593;                    North         East    Units  Estimated Accuracy
 HX0593;SPC WV S     -   163,340.      676,820.      MT  (+/- 180 meters Scaled)
 HX0593
 HX0593                          SUPERSEDED SURVEY CONTROL
 HX0593
 HX0593  NGVD 29 (??/??/92)  768.319  (m)         2520.73   (f) ADJ UNCH    2 0
 HX0593
 HX0593.Superseded values are not recommended for survey control.
 HX0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0593.See file dsdata.txt to determine how the superseded data were derived.
 HX0593
 HX0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC767581(NAD 83)
 HX0593_MARKER: DB = BENCH MARK DISK
 HX0593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0593_SP_SET: BRIDGE
 HX0593_STAMPING: K 256 1962
 HX0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0593
 HX0593  HISTORY     - Date     Condition        Report By
 HX0593  HISTORY     - 1962     MONUMENTED       CGS
 HX0593
 HX0593                          STATION DESCRIPTION
 HX0593
 HX0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0593'4.3 MI N FROM SLATY FORK.
 HX0593'4.3 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HX0593'POST OFFICE AT SLATY FORK, AT MILEPOST 57-19, ON TOP OF THE SOUTH
 HX0593'END OF THE EAST HEADWALL TO A RAILROAD BRIDGE 575 OVER A SMALL
 HX0593'STREAM, 6.4 FEET EAST OF THE EAST RAIL, 1.2 FEET WEST OF THE EAST
 HX0593'END OF THE HEADWALL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 HX0593'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0035 ***********************************************************************
 HX0035  DESIGNATION -  K 257
 HX0035  PID         -  HX0035
 HX0035  STATE/COUNTY-  WV/RANDOLPH
 HX0035  USGS QUAD   -  SAMP (1995)
 HX0035
 HX0035                         *CURRENT SURVEY CONTROL
 HX0035  ___________________________________________________________________
 HX0035* NAD 83(1986)-  38 33 49.     (N)    080 09 10.     (W)     SCALED    
 HX0035* NAVD 88     -      1152.622  (meters)    3781.56   (feet)  ADJUSTED  
 HX0035  ___________________________________________________________________
 HX0035  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HX0035  DYNAMIC HT  -        1151.647 (meters)    3778.36  (feet)  COMP
 HX0035  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 HX0035
 HX0035  VERT ORDER  -  SECOND    CLASS 0
 HX0035
 HX0035.The horizontal coordinates were scaled from a topographic map and have
 HX0035.an estimated accuracy of +/- 6 seconds.
 HX0035
 HX0035.The orthometric height was determined by differential leveling
 HX0035.and adjusted by the National Geodetic Survey in June 1991..
 HX0035
 HX0035.The geoid height was determined by GEOID03.
 HX0035
 HX0035.The dynamic height is computed by dividing the NAVD 88
 HX0035.geopotential number by the normal gravity value computed on the
 HX0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0035.degrees latitude (g = 980.6199 gals.).
 HX0035
 HX0035.The modeled gravity was interpolated from observed gravity values.
 HX0035
 HX0035;                    North         East    Units  Estimated Accuracy
 HX0035;SPC WV S     -   173,880.      673,840.      MT  (+/- 180 meters Scaled)
 HX0035
 HX0035                          SUPERSEDED SURVEY CONTROL
 HX0035
 HX0035  NGVD 29 (??/??/92) 1152.689  (m)         3781.78   (f) ADJ UNCH    2 0
 HX0035
 HX0035.Superseded values are not recommended for survey control.
 HX0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0035.See file dsdata.txt to determine how the superseded data were derived.
 HX0035
 HX0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC738686(NAD 83)
 HX0035_MARKER: DB = BENCH MARK DISK
 HX0035_SETTING: 66 = SET IN ROCK OUTCROP
 HX0035_SP_SET: ROCK CUT
 HX0035_STAMPING: K 257 1962
 HX0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0035+STABILITY: POSITION/ELEVATION WELL
 HX0035
 HX0035  HISTORY     - Date     Condition        Report By
 HX0035  HISTORY     - 1962     MONUMENTED       CGS
 HX0035  HISTORY     - 1974     MARK NOT FOUND   USGS
 HX0035
 HX0035                          STATION DESCRIPTION
 HX0035
 HX0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0035'3.5 MI W FROM MONTERVILLE.
 HX0035'ABOUT 3.5 MILES WEST ALONG STATE HIGHWAY 15 FROM THE ELEMENTARY
 HX0035'SCHOOL AT MONTERVILLE, ABOUT 0.8 MILE WEST OF A ABANDONED SCHOOL
 HX0035'BUILDING, AT THE WEST END OF A CURVE WITH TANGENTS EXTENDING
 HX0035'WEST AND SOUTHEAST, 19.5 FEET NORTH OF CENTER LINE OF HIGHWAY, ABOUT
 HX0035'2 1/2 FEET ABOVE LEVEL OF HIGHWAY, 92 FEET WEST OF EAST END OF
 HX0035'CUT, AND SET ON TOP OF A LARGE ROCK CUT.
 HX0035
 HX0035                          STATION RECOVERY (1974)
 HX0035
 HX0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HX0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0587 ***********************************************************************
 HX0587  DESIGNATION -  K 258
 HX0587  PID         -  HX0587
 HX0587  STATE/COUNTY-  WV/WEBSTER
 HX0587  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0587
 HX0587                         *CURRENT SURVEY CONTROL
 HX0587  ___________________________________________________________________
 HX0587* NAD 83(1986)-  38 28 54.     (N)    080 24 57.     (W)     SCALED    
 HX0587* NAVD 88     -       510.766  (meters)    1675.74   (feet)  ADJUSTED  
 HX0587  ___________________________________________________________________
 HX0587  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HX0587  DYNAMIC HT  -         510.390 (meters)    1674.50  (feet)  COMP
 HX0587  MODELED GRAV-     979,876.2   (mgal)                       NAVD 88
 HX0587
 HX0587  VERT ORDER  -  SECOND    CLASS 0
 HX0587
 HX0587.The horizontal coordinates were scaled from a topographic map and have
 HX0587.an estimated accuracy of +/- 6 seconds.
 HX0587
 HX0587.The orthometric height was determined by differential leveling
 HX0587.and adjusted by the National Geodetic Survey in June 1991..
 HX0587
 HX0587.The geoid height was determined by GEOID03.
 HX0587
 HX0587.The dynamic height is computed by dividing the NAVD 88
 HX0587.geopotential number by the normal gravity value computed on the
 HX0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0587.degrees latitude (g = 980.6199 gals.).
 HX0587
 HX0587.The modeled gravity was interpolated from observed gravity values.
 HX0587
 HX0587;                    North         East    Units  Estimated Accuracy
 HX0587;SPC WV S     -   164,610.      650,970.      MT  (+/- 180 meters Scaled)
 HX0587
 HX0587                          SUPERSEDED SURVEY CONTROL
 HX0587
 HX0587  NGVD 29 (??/??/92)  510.937  (m)         1676.30   (f) ADJ UNCH    2 0
 HX0587
 HX0587.Superseded values are not recommended for survey control.
 HX0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0587.See file dsdata.txt to determine how the superseded data were derived.
 HX0587
 HX0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC509594(NAD 83)
 HX0587_MARKER: DB = BENCH MARK DISK
 HX0587_SETTING: 66 = SET IN ROCK OUTCROP
 HX0587_SP_SET: ROCK CUT
 HX0587_STAMPING: K 258 1962
 HX0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0587+STABILITY: POSITION/ELEVATION WELL
 HX0587
 HX0587  HISTORY     - Date     Condition        Report By
 HX0587  HISTORY     - 1962     MONUMENTED       CGS
 HX0587
 HX0587                          STATION DESCRIPTION
 HX0587
 HX0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0587'0.7 MI N FROM WEBSTER SPRINGS.
 HX0587'0.7 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 HX0587'STATE HIGHWAYS 20 AND 15 AT WEBSTER SPRINGS, 0.35 MILE NORTHWEST
 HX0587'OF THE WEBSTER COUNTY MEMORIAL HOSPITAL, ON THE INSIDE OF A
 HX0587'CURVE WITH THE TANGENTS EXTENDING TO THE NORTH AND NORTHEAST, SET
 HX0587'VERTICALLY IN THE SOUTH FACE OF A ROCK CUT THAT IS 8 FEET LONG
 HX0587'AND 3 FEET HIGH, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HX0587'0.8 FOOT WEST OF THE SOUTHEAST CORNER OF THE ROCK, AND ABOUT LEVEL
 HX0587'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0192 ***********************************************************************
 HX0192  DESIGNATION -  K 259
 HX0192  PID         -  HX0192
 HX0192  STATE/COUNTY-  WV/WEBSTER
 HX0192  USGS QUAD   -  HACKER VALLEY (1967)
 HX0192
 HX0192                         *CURRENT SURVEY CONTROL
 HX0192  ___________________________________________________________________
 HX0192* NAD 83(1986)-  38 38 47.     (N)    080 23 28.     (W)     SCALED    
 HX0192* NAVD 88     -       452.189  (meters)    1483.56   (feet)  ADJUSTED  
 HX0192  ___________________________________________________________________
 HX0192  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 HX0192  DYNAMIC HT  -         451.868 (meters)    1482.50  (feet)  COMP
 HX0192  MODELED GRAV-     979,903.3   (mgal)                       NAVD 88
 HX0192
 HX0192  VERT ORDER  -  SECOND    CLASS 0
 HX0192
 HX0192.The horizontal coordinates were scaled from a topographic map and have
 HX0192.an estimated accuracy of +/- 6 seconds.
 HX0192
 HX0192.The orthometric height was determined by differential leveling
 HX0192.and adjusted by the National Geodetic Survey in June 1991..
 HX0192
 HX0192.The geoid height was determined by GEOID03.
 HX0192
 HX0192.The dynamic height is computed by dividing the NAVD 88
 HX0192.geopotential number by the normal gravity value computed on the
 HX0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0192.degrees latitude (g = 980.6199 gals.).
 HX0192
 HX0192.The modeled gravity was interpolated from observed gravity values.
 HX0192
 HX0192;                    North         East    Units  Estimated Accuracy
 HX0192;SPC WV S     -   182,910.      653,010.      MT  (+/- 180 meters Scaled)
 HX0192
 HX0192                          SUPERSEDED SURVEY CONTROL
 HX0192
 HX0192  NGVD 29 (??/??/92)  452.357  (m)         1484.11   (f) ADJ UNCH    2 0
 HX0192
 HX0192.Superseded values are not recommended for survey control.
 HX0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0192.See file dsdata.txt to determine how the superseded data were derived.
 HX0192
 HX0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC529777(NAD 83)
 HX0192_MARKER: DB = BENCH MARK DISK
 HX0192_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0192_SP_SET: UNSPECIFIED ROCK
 HX0192_STAMPING: K 259 1962
 HX0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0192
 HX0192  HISTORY     - Date     Condition        Report By
 HX0192  HISTORY     - 1962     MONUMENTED       CGS
 HX0192
 HX0192                          STATION DESCRIPTION
 HX0192
 HX0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0192'0.1 MI N FROM HACKER VALLEY.
 HX0192'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0192'AT HACKER VALLEY, 0.1 MILE SOUTH OF A ROAD JUNCTION LEADING
 HX0192'TO REPLETE, SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK THAT
 HX0192'IS 27 FEET LONG AND 4 FEET HIGH, 20 FEET SOUTHEAST OF THE
 HX0192'CENTER LINE OF THE HIGHWAY, 7 FEET NORTHEAST OF THE SOUTHWEST
 HX0192'END OF THE ROCK, 35 FEET SOUTHWEST OF A HEAD WALL OF A 18-INCH
 HX0192'PIPE CULVERT, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1024 ***********************************************************************
 JX1024  DESIGNATION -  K 26
 JX1024  PID         -  JX1024
 JX1024  STATE/COUNTY-  WV/RITCHIE
 JX1024  USGS QUAD   -  ELLENBORO (1975)
 JX1024
 JX1024                         *CURRENT SURVEY CONTROL
 JX1024  ___________________________________________________________________
 JX1024* NAD 83(1986)-  39 18 33.     (N)    081 04 49.     (W)     SCALED    
 JX1024* NAVD 88     -       249.845  (meters)     819.70   (feet)  ADJUSTED  
 JX1024  ___________________________________________________________________
 JX1024  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JX1024  DYNAMIC HT  -         249.690 (meters)     819.19  (feet)  COMP
 JX1024  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 JX1024
 JX1024  VERT ORDER  -  SECOND    CLASS 0
 JX1024
 JX1024.The horizontal coordinates were scaled from a topographic map and have
 JX1024.an estimated accuracy of +/- 6 seconds.
 JX1024
 JX1024.The orthometric height was determined by differential leveling
 JX1024.and adjusted by the National Geodetic Survey in June 1991..
 JX1024
 JX1024.The geoid height was determined by GEOID03.
 JX1024
 JX1024.The dynamic height is computed by dividing the NAVD 88
 JX1024.geopotential number by the normal gravity value computed on the
 JX1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1024.degrees latitude (g = 980.6199 gals.).
 JX1024
 JX1024.The modeled gravity was interpolated from observed gravity values.
 JX1024
 JX1024;                    North         East    Units  Estimated Accuracy
 JX1024;SPC WV N     -    91,030.      463,720.      MT  (+/- 180 meters Scaled)
 JX1024
 JX1024                          SUPERSEDED SURVEY CONTROL
 JX1024
 JX1024  NGVD 29 (??/??/92)  250.010  (m)          820.24   (f) ADJ UNCH    2 0
 JX1024
 JX1024.Superseded values are not recommended for survey control.
 JX1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1024.See file dsdata.txt to determine how the superseded data were derived.
 JX1024
 JX1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD930510(NAD 83)
 JX1024_MARKER: DB = BENCH MARK DISK
 JX1024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1024_SP_SET: BRIDGE
 JX1024_STAMPING: K-26 1935
 JX1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1024
 JX1024  HISTORY     - Date     Condition        Report By
 JX1024  HISTORY     - 1935     MONUMENTED       CGS
 JX1024  HISTORY     - 1957     MARK NOT FOUND   NGS
 JX1024
 JX1024                          STATION DESCRIPTION
 JX1024
 JX1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX1024'3.7 MI NW FROM ELLENBORO.
 JX1024'OF B. AND O. RR. UNDERPASS AT ELLENBORO 15 FEET WEST OF CENTER LINE
 JX1024'OF U.S. HIGHWAY 50 N, SET ON SOUTH WEST WINGWALL OF CONCRETE
 JX1024'HIGHWAY BRIDGE OVER CREEK, AT THE SOUTH END OF UNINCORPORATED
 JX1024'TOWN OF FINCH.
 JX1024
 JX1024                          STATION RECOVERY (1957)
 JX1024
 JX1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 JX1024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0329 ***********************************************************************
 HX0329  DESIGNATION -  K 260
 HX0329  PID         -  HX0329
 HX0329  STATE/COUNTY-  WV/RANDOLPH
 HX0329  USGS QUAD   -  VALLEY HEAD (1995)
 HX0329
 HX0329                         *CURRENT SURVEY CONTROL
 HX0329  ___________________________________________________________________
 HX0329* NAD 83(1986)-  38 36 09.     (N)    080 06 49.     (W)     SCALED    
 HX0329* NAVD 88     -      1146.198  (meters)    3760.48   (feet)  ADJUSTED  
 HX0329  ___________________________________________________________________
 HX0329  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HX0329  DYNAMIC HT  -        1145.258 (meters)    3757.40  (feet)  COMP
 HX0329  MODELED GRAV-     979,767.2   (mgal)                       NAVD 88
 HX0329
 HX0329  VERT ORDER  -  SECOND    CLASS 0
 HX0329
 HX0329.The horizontal coordinates were scaled from a topographic map and have
 HX0329.an estimated accuracy of +/- 6 seconds.
 HX0329
 HX0329.The orthometric height was determined by differential leveling
 HX0329.and adjusted by the National Geodetic Survey in June 1991..
 HX0329
 HX0329.The geoid height was determined by GEOID03.
 HX0329
 HX0329.The dynamic height is computed by dividing the NAVD 88
 HX0329.geopotential number by the normal gravity value computed on the
 HX0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0329.degrees latitude (g = 980.6199 gals.).
 HX0329
 HX0329.The modeled gravity was interpolated from observed gravity values.
 HX0329
 HX0329;                    North         East    Units  Estimated Accuracy
 HX0329;SPC WV S     -   178,230.      677,210.      MT  (+/- 180 meters Scaled)
 HX0329
 HX0329                          SUPERSEDED SURVEY CONTROL
 HX0329
 HX0329  NGVD 29 (??/??/92) 1146.297  (m)         3760.81   (f) ADJ UNCH    2 0
 HX0329
 HX0329.Superseded values are not recommended for survey control.
 HX0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0329.See file dsdata.txt to determine how the superseded data were derived.
 HX0329
 HX0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC771730(NAD 83)
 HX0329_MARKER: DB = BENCH MARK DISK
 HX0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0329_STAMPING: K 260 1962
 HX0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0329+STABILITY: SURFACE MOTION
 HX0329
 HX0329  HISTORY     - Date     Condition        Report By
 HX0329  HISTORY     - 1962     MONUMENTED       CGS
 HX0329
 HX0329                          STATION DESCRIPTION
 HX0329
 HX0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0329'3.6 MI N FROM MONTERVILLE.
 HX0329'ABOUT 0.05 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 HX0329'OFFICE AT MONTERVILLE, THENCE ABOUT 3.5 MILE NORTH ALONG COUNTY
 HX0329'ROAD 45, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AT
 HX0329'THE SUMMIT OF A SMALL HILL, 8 FEET EAST OF A SMALL TREE THAT HAS
 HX0329'THREE TRUNKS, 2 FEET SOUTHEAST OF A STEEL WITNESS POST, AND IS
 HX0329'SET IN THE TOP OF A CONCRETE POST THAT IS PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0268 ***********************************************************************
 HX0268  DESIGNATION -  K 261
 HX0268  PID         -  HX0268
 HX0268  STATE/COUNTY-  WV/WEBSTER
 HX0268  USGS QUAD   -  DIANA (1982)
 HX0268
 HX0268                         *CURRENT SURVEY CONTROL
 HX0268  ___________________________________________________________________
 HX0268* NAD 83(1986)-  38 33 48.     (N)    080 22 33.     (W)     SCALED    
 HX0268* NAVD 88     -       529.524  (meters)    1737.28   (feet)  ADJUSTED  
 HX0268  ___________________________________________________________________
 HX0268  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HX0268  DYNAMIC HT  -         529.117 (meters)    1735.94  (feet)  COMP
 HX0268  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 HX0268
 HX0268  VERT ORDER  -  SECOND    CLASS 0
 HX0268
 HX0268.The horizontal coordinates were scaled from a topographic map and have
 HX0268.an estimated accuracy of +/- 6 seconds.
 HX0268
 HX0268.The orthometric height was determined by differential leveling
 HX0268.and adjusted by the National Geodetic Survey in June 1991..
 HX0268
 HX0268.The geoid height was determined by GEOID03.
 HX0268
 HX0268.The dynamic height is computed by dividing the NAVD 88
 HX0268.geopotential number by the normal gravity value computed on the
 HX0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0268.degrees latitude (g = 980.6199 gals.).
 HX0268
 HX0268.The modeled gravity was interpolated from observed gravity values.
 HX0268
 HX0268;                    North         East    Units  Estimated Accuracy
 HX0268;SPC WV S     -   173,700.      654,400.      MT  (+/- 180 meters Scaled)
 HX0268
 HX0268                          SUPERSEDED SURVEY CONTROL
 HX0268
 HX0268  NGVD 29 (??/??/92)  529.657  (m)         1737.72   (f) ADJ UNCH    2 0
 HX0268
 HX0268.Superseded values are not recommended for survey control.
 HX0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0268.See file dsdata.txt to determine how the superseded data were derived.
 HX0268
 HX0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC543685(NAD 83)
 HX0268_MARKER: DB = BENCH MARK DISK
 HX0268_SETTING: 80 = SET IN A BOULDER
 HX0268_SP_SET: BOULDER
 HX0268_STAMPING: K 261 1962
 HX0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0268+STABILITY: SURFACE MOTION
 HX0268
 HX0268  HISTORY     - Date     Condition        Report By
 HX0268  HISTORY     - 1962     MONUMENTED       CGS
 HX0268
 HX0268                          STATION DESCRIPTION
 HX0268
 HX0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0268'4.8 MI E FROM DIANA.
 HX0268'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0268'AT DIANA, THENCE ABOUT 2.55 MILES EAST ALONG A GRAVEL ROAD THAT
 HX0268'LEADS EAST AND THEN NORTHEAST TO PICKENS, SET ON TOP OF A BOULDER
 HX0268'THAT IS ABOUT 4-BY 9-FOOT LONG, 21 FEET NORTH OF THE EAST CORNER
 HX0268'OF THE SANDLICK BAPTIST CHURCH, 50 FEET NORTH OF THE CENTER LINE
 HX0268'OF THE ROAD, 73 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HX0268'FRAME HOUSE, 1 1/2 FEET WEST OF THE EAST END OF THE BOULDER,
 HX0268'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1645 ***********************************************************************
 HX1645  DESIGNATION -  K 262
 HX1645  PID         -  HX1645
 HX1645  STATE/COUNTY-  WV/BRAXTON
 HX1645  USGS QUAD   -  NEWVILLE (1976)
 HX1645
 HX1645                         *CURRENT SURVEY CONTROL
 HX1645  ___________________________________________________________________
 HX1645* NAD 83(1986)-  38 40 03.     (N)    080 36 23.     (W)     SCALED    
 HX1645* NAVD 88     -       327.537  (meters)    1074.59   (feet)  ADJUSTED  
 HX1645  ___________________________________________________________________
 HX1645  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HX1645  DYNAMIC HT  -         327.308 (meters)    1073.84  (feet)  COMP
 HX1645  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 HX1645
 HX1645  VERT ORDER  -  SECOND    CLASS 0
 HX1645
 HX1645.The horizontal coordinates were scaled from a topographic map and have
 HX1645.an estimated accuracy of +/- 6 seconds.
 HX1645
 HX1645.The orthometric height was determined by differential leveling
 HX1645.and adjusted by the National Geodetic Survey in June 1991..
 HX1645
 HX1645.The geoid height was determined by GEOID03.
 HX1645
 HX1645.The dynamic height is computed by dividing the NAVD 88
 HX1645.geopotential number by the normal gravity value computed on the
 HX1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1645.degrees latitude (g = 980.6199 gals.).
 HX1645
 HX1645.The modeled gravity was interpolated from observed gravity values.
 HX1645
 HX1645;                    North         East    Units  Estimated Accuracy
 HX1645;SPC WV S     -   185,150.      634,260.      MT  (+/- 180 meters Scaled)
 HX1645
 HX1645                          SUPERSEDED SURVEY CONTROL
 HX1645
 HX1645  NGVD 29 (??/??/92)  327.712  (m)         1075.17   (f) ADJ UNCH    2 0
 HX1645
 HX1645.Superseded values are not recommended for survey control.
 HX1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1645.See file dsdata.txt to determine how the superseded data were derived.
 HX1645
 HX1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC342799(NAD 83)
 HX1645_MARKER: DB = BENCH MARK DISK
 HX1645_SETTING: 80 = SET IN A BOULDER
 HX1645_SP_SET: BOULDER
 HX1645_STAMPING: K 262 1962
 HX1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1645+STABILITY: SURFACE MOTION
 HX1645
 HX1645  HISTORY     - Date     Condition        Report By
 HX1645  HISTORY     - 1962     MONUMENTED       CGS
 HX1645
 HX1645                          STATION DESCRIPTION
 HX1645
 HX1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1645'1.5 MI SW FROM NEWVILLE.
 HX1645'ABOUT 1.5 MILES SOUTHWEST ALONG COUNTY ROAD 22 FROM THE POST
 HX1645'OFFICE AT NEWVILLE, SET ON TOP OF A LARGE BOULDER THAT IS 15-BY
 HX1645'36-FOOT LONG, 57 FEET SOUTH OF THE CENTER LINE OF THE ROAD.
 HX1645'48 FEET NORTHEAST OF THE NORTHEAST EDGE OF BENS RUN, 1.7 FEET EAST
 HX1645'OF THE WEST END OF THE BOULDER, 6 FEET SOUTHWEST OF A 12-INCH
 HX1645'CEDAR TREE THAT IS GROWING FROM THE TOP OF THE BOULDER, AND IS
 HX1645'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0263 ***********************************************************************
 HX0263  DESIGNATION -  K 263
 HX0263  PID         -  HX0263
 HX0263  STATE/COUNTY-  WV/WEBSTER
 HX0263  USGS QUAD   -  DIANA (1982)
 HX0263
 HX0263                         *CURRENT SURVEY CONTROL
 HX0263  ___________________________________________________________________
 HX0263* NAD 83(1986)-  38 31 31.     (N)    080 28 48.     (W)     SCALED    
 HX0263* NAVD 88     -       370.887  (meters)    1216.82   (feet)  ADJUSTED  
 HX0263  ___________________________________________________________________
 HX0263  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HX0263  DYNAMIC HT  -         370.607 (meters)    1215.90  (feet)  COMP
 HX0263  MODELED GRAV-     979,864.1   (mgal)                       NAVD 88
 HX0263
 HX0263  VERT ORDER  -  SECOND    CLASS 0
 HX0263
 HX0263.The horizontal coordinates were scaled from a topographic map and have
 HX0263.an estimated accuracy of +/- 6 seconds.
 HX0263
 HX0263.The orthometric height was determined by differential leveling
 HX0263.and adjusted by the National Geodetic Survey in June 1991..
 HX0263
 HX0263.The geoid height was determined by GEOID03.
 HX0263
 HX0263.The dynamic height is computed by dividing the NAVD 88
 HX0263.geopotential number by the normal gravity value computed on the
 HX0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0263.degrees latitude (g = 980.6199 gals.).
 HX0263
 HX0263.The modeled gravity was interpolated from observed gravity values.
 HX0263
 HX0263;                    North         East    Units  Estimated Accuracy
 HX0263;SPC WV S     -   169,420.      645,340.      MT  (+/- 180 meters Scaled)
 HX0263
 HX0263                          SUPERSEDED SURVEY CONTROL
 HX0263
 HX0263  NGVD 29 (??/??/92)  371.035  (m)         1217.30   (f) ADJ UNCH    2 0
 HX0263
 HX0263.Superseded values are not recommended for survey control.
 HX0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0263.See file dsdata.txt to determine how the superseded data were derived.
 HX0263
 HX0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC453642(NAD 83)
 HX0263_MARKER: DB = BENCH MARK DISK
 HX0263_SETTING: 80 = SET IN A BOULDER
 HX0263_SP_SET: BOULDER
 HX0263_STAMPING: K 263 1962
 HX0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0263+STABILITY: SURFACE MOTION
 HX0263
 HX0263  HISTORY     - Date     Condition        Report By
 HX0263  HISTORY     - 1962     MONUMENTED       CGS
 HX0263
 HX0263                          STATION DESCRIPTION
 HX0263
 HX0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0263'5.5 MI SW FROM DIANA.
 HX0263'ABOUT 4.0 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0263'AT DIANA, THENCE 1.5 MILES WEST ALONG A POWER LINE, SET ON TOP
 HX0263'OF A ROCK THAT IS ABOUT 5-BY 12-FOOT LONG, 0.4 FOOT NORTH OF THE
 HX0263'SOUTH EDGE OF THE ROCK, 72 FEET NORTHWEST OF A POWER POLE 22-267,
 HX0263'ABOUT 100 YARDS SOUTH OF A SMALL FRAME HOUSE, 31 FEET SOUTHWEST
 HX0263'OF A WIRE FENCE, AND ABOUT LEVEL WITH THE GROUND.  NOTE-- THIS
 HX0263'BENCH MARK IS ABOUT 0.6 MILE EAST OF BENCH MARK L 263.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1000 ***********************************************************************
 HX1000  DESIGNATION -  K 264
 HX1000  PID         -  HX1000
 HX1000  STATE/COUNTY-  WV/WEBSTER
 HX1000  USGS QUAD   -  COWEN (1995)
 HX1000
 HX1000                         *CURRENT SURVEY CONTROL
 HX1000  ___________________________________________________________________
 HX1000* NAD 83(1986)-  38 28 54.     (N)    080 33 19.     (W)     SCALED    
 HX1000* NAVD 88     -       521.630  (meters)    1711.38   (feet)  ADJUSTED  
 HX1000  ___________________________________________________________________
 HX1000  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HX1000  DYNAMIC HT  -         521.242 (meters)    1710.11  (feet)  COMP
 HX1000  MODELED GRAV-     979,869.2   (mgal)                       NAVD 88
 HX1000
 HX1000  VERT ORDER  -  SECOND    CLASS 0
 HX1000
 HX1000.The horizontal coordinates were scaled from a topographic map and have
 HX1000.an estimated accuracy of +/- 6 seconds.
 HX1000
 HX1000.The orthometric height was determined by differential leveling
 HX1000.and adjusted by the National Geodetic Survey in June 1991..
 HX1000
 HX1000.The geoid height was determined by GEOID03.
 HX1000
 HX1000.The dynamic height is computed by dividing the NAVD 88
 HX1000.geopotential number by the normal gravity value computed on the
 HX1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1000.degrees latitude (g = 980.6199 gals.).
 HX1000
 HX1000.The modeled gravity was interpolated from observed gravity values.
 HX1000
 HX1000;                    North         East    Units  Estimated Accuracy
 HX1000;SPC WV S     -   164,540.      638,800.      MT  (+/- 180 meters Scaled)
 HX1000
 HX1000                          SUPERSEDED SURVEY CONTROL
 HX1000
 HX1000  NGVD 29 (??/??/92)  521.789  (m)         1711.90   (f) ADJ UNCH    2 0
 HX1000
 HX1000.Superseded values are not recommended for survey control.
 HX1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1000.See file dsdata.txt to determine how the superseded data were derived.
 HX1000
 HX1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC387593(NAD 83)
 HX1000_MARKER: DB = BENCH MARK DISK
 HX1000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1000_SP_SET: ABUTMENT
 HX1000_STAMPING: K 264 1962
 HX1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1000
 HX1000  HISTORY     - Date     Condition        Report By
 HX1000  HISTORY     - 1962     MONUMENTED       CGS
 HX1000
 HX1000                          STATION DESCRIPTION
 HX1000
 HX1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1000'3.8 MI SE FROM ERBACON.
 HX1000'ABOUT 3.8 MILES SOUTH AND SOUTHEAST ALONG THE BALTIMORE AND
 HX1000'OHIO RAILROAD FROM THE POST OFFICE AT ERBACON, 0.1 MILES
 HX1000'NORTHWEST OF MILEAGE POLE 110-10, 9 FEET NORTHEAST OF NORTHEAST
 HX1000'RAIL, ABOUT 1 FOOT BELOW LEVEL OF TRACK, 1.7 FEET SOUTHWEST OF
 HX1000'NORTHEAST EDGE OF ABUTMENT, AND SET ON TOP OF SOUTHEAST ABUTMENT
 HX1000'OF 150 FOOT BRIDGE OVER LAUREL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1876 ***********************************************************************
 HW1876  DESIGNATION -  K 265
 HW1876  PID         -  HW1876
 HW1876  STATE/COUNTY-  WV/POCAHONTAS
 HW1876  USGS QUAD   -  CASS (1995)
 HW1876
 HW1876                         *CURRENT SURVEY CONTROL
 HW1876  ___________________________________________________________________
 HW1876* NAD 83(1986)-  38 29 41.     (N)    079 57 03.     (W)     SCALED    
 HW1876* NAVD 88     -      1147.190  (meters)    3763.74   (feet)  ADJUSTED  
 HW1876  ___________________________________________________________________
 HW1876  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HW1876  DYNAMIC HT  -        1146.272 (meters)    3760.73  (feet)  COMP
 HW1876  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 HW1876
 HW1876  VERT ORDER  -  SECOND    CLASS 0
 HW1876
 HW1876.The horizontal coordinates were scaled from a topographic map and have
 HW1876.an estimated accuracy of +/- 6 seconds.
 HW1876
 HW1876.The orthometric height was determined by differential leveling
 HW1876.and adjusted by the National Geodetic Survey in June 1991..
 HW1876
 HW1876.The geoid height was determined by GEOID03.
 HW1876
 HW1876.The dynamic height is computed by dividing the NAVD 88
 HW1876.geopotential number by the normal gravity value computed on the
 HW1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1876.degrees latitude (g = 980.6199 gals.).
 HW1876
 HW1876.The modeled gravity was interpolated from observed gravity values.
 HW1876
 HW1876;                    North         East    Units  Estimated Accuracy
 HW1876;SPC WV S     -   166,420.      691,520.      MT  (+/- 180 meters Scaled)
 HW1876
 HW1876                          SUPERSEDED SURVEY CONTROL
 HW1876
 HW1876  NGVD 29 (??/??/92) 1147.278  (m)         3764.03   (f) ADJ UNCH    2 0
 HW1876
 HW1876.Superseded values are not recommended for survey control.
 HW1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1876.See file dsdata.txt to determine how the superseded data were derived.
 HW1876
 HW1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC914612(NAD 83)
 HW1876_MARKER: DB = BENCH MARK DISK
 HW1876_SETTING: 66 = SET IN ROCK OUTCROP
 HW1876_SP_SET: ROCK LEDGE
 HW1876_STAMPING: K 265 1962
 HW1876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1876+STABILITY: POSITION/ELEVATION WELL
 HW1876
 HW1876  HISTORY     - Date     Condition        Report By
 HW1876  HISTORY     - 1962     MONUMENTED       CGS
 HW1876  HISTORY     - 1971     MARK NOT FOUND   NGS
 HW1876
 HW1876                          STATION DESCRIPTION
 HW1876
 HW1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1876'12.2 MI SW FROM CHEAT BRIDGE.
 HW1876'ABOUT 12.2 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY
 HW1876'FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE, ABOUT
 HW1876'10 FEET EAST OF MILEPOST C 36, SET VERTICALLY IN THE NORTHWEST
 HW1876'FACE OF A ROCK LEDGE, 20 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 HW1876'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE RAIL.
 HW1876
 HW1876                          STATION RECOVERY (1971)
 HW1876
 HW1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HW1876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1865 ***********************************************************************
 HW1865  DESIGNATION -  K 266
 HW1865  PID         -  HW1865
 HW1865  STATE/COUNTY-  WV/POCAHONTAS
 HW1865  USGS QUAD   -  CASS (1995)
 HW1865
 HW1865                         *CURRENT SURVEY CONTROL
 HW1865  ___________________________________________________________________
 HW1865* NAD 83(1986)-  38 24 34.     (N)    079 55 56.     (W)     SCALED    
 HW1865* NAVD 88     -       823.300  (meters)    2701.11   (feet)  ADJUSTED  
 HW1865  ___________________________________________________________________
 HW1865  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HW1865  DYNAMIC HT  -         822.639 (meters)    2698.94  (feet)  COMP
 HW1865  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 HW1865
 HW1865  VERT ORDER  -  SECOND    CLASS 0
 HW1865
 HW1865.The horizontal coordinates were scaled from a topographic map and have
 HW1865.an estimated accuracy of +/- 6 seconds.
 HW1865
 HW1865.The orthometric height was determined by differential leveling
 HW1865.and adjusted by the National Geodetic Survey in June 1991..
 HW1865
 HW1865.The geoid height was determined by GEOID03.
 HW1865
 HW1865.The dynamic height is computed by dividing the NAVD 88
 HW1865.geopotential number by the normal gravity value computed on the
 HW1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1865.degrees latitude (g = 980.6199 gals.).
 HW1865
 HW1865.The modeled gravity was interpolated from observed gravity values.
 HW1865
 HW1865;                    North         East    Units  Estimated Accuracy
 HW1865;SPC WV S     -   156,970.      693,250.      MT  (+/- 180 meters Scaled)
 HW1865
 HW1865                          SUPERSEDED SURVEY CONTROL
 HW1865
 HW1865  NGVD 29 (??/??/92)  823.375  (m)         2701.36   (f) ADJ UNCH    2 0
 HW1865
 HW1865.Superseded values are not recommended for survey control.
 HW1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1865.See file dsdata.txt to determine how the superseded data were derived.
 HW1865
 HW1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC932517(NAD 83)
 HW1865_MARKER: DB = BENCH MARK DISK
 HW1865_SETTING: 80 = SET IN A BOULDER
 HW1865_STAMPING: K 266 1962
 HW1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1865+STABILITY: SURFACE MOTION
 HW1865
 HW1865  HISTORY     - Date     Condition        Report By
 HW1865  HISTORY     - 1962     MONUMENTED       CGS
 HW1865
 HW1865                          STATION DESCRIPTION
 HW1865
 HW1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1865'1.7 MI NW FROM CASS.
 HW1865'ABOUT 1.7 MILES NORTH AND NORTHWEST ALONG THE CHEAT AND BALD
 HW1865'KNOB RAILROAD FROM THE POST OFFICE AT CASS, 82 FEET SOUTH OF
 HW1865'CENTER OF ROAD CROSSING, 14 FEET WEST OF WEST RAIL, ABOUT 6
 HW1865'FEET ABOVE LEVEL OF TRACK, AND SET ON TOP OF A 4 FOOT WIDE
 HW1865'EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1616 ***********************************************************************
 HX1616  DESIGNATION -  K 267
 HX1616  PID         -  HX1616
 HX1616  STATE/COUNTY-  WV/BRAXTON
 HX1616  USGS QUAD   -  ORLANDO (1989)
 HX1616
 HX1616                         *CURRENT SURVEY CONTROL
 HX1616  ___________________________________________________________________
 HX1616* NAD 83(1986)-  38 46 23.     (N)    080 33 13.     (W)     SCALED    
 HX1616* NAVD 88     -       247.076  (meters)     810.62   (feet)  ADJUSTED  
 HX1616  ___________________________________________________________________
 HX1616  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HX1616  DYNAMIC HT  -         246.913 (meters)     810.08  (feet)  COMP
 HX1616  MODELED GRAV-     979,960.9   (mgal)                       NAVD 88
 HX1616
 HX1616  VERT ORDER  -  SECOND    CLASS 0
 HX1616
 HX1616.The horizontal coordinates were scaled from a topographic map and have
 HX1616.an estimated accuracy of +/- 6 seconds.
 HX1616
 HX1616.The orthometric height was determined by differential leveling
 HX1616.and adjusted by the National Geodetic Survey in June 1991..
 HX1616
 HX1616.The geoid height was determined by GEOID03.
 HX1616
 HX1616.The dynamic height is computed by dividing the NAVD 88
 HX1616.geopotential number by the normal gravity value computed on the
 HX1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1616.degrees latitude (g = 980.6199 gals.).
 HX1616
 HX1616.The modeled gravity was interpolated from observed gravity values.
 HX1616
 HX1616;                    North         East    Units  Estimated Accuracy
 HX1616;SPC WV S     -   196,890.      638,790.      MT  (+/- 180 meters Scaled)
 HX1616
 HX1616                          SUPERSEDED SURVEY CONTROL
 HX1616
 HX1616  NGVD 29 (??/??/92)  247.273  (m)          811.26   (f) ADJ UNCH    2 0
 HX1616
 HX1616.Superseded values are not recommended for survey control.
 HX1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1616.See file dsdata.txt to determine how the superseded data were derived.
 HX1616
 HX1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC387916(NAD 83)
 HX1616_MARKER: DB = BENCH MARK DISK
 HX1616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1616_SP_SET: CULVERT
 HX1616_STAMPING: K 267 1962
 HX1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1616
 HX1616  HISTORY     - Date     Condition        Report By
 HX1616  HISTORY     - 1962     MONUMENTED       CGS
 HX1616  HISTORY     - 1976     GOOD             NGS
 HX1616
 HX1616                          STATION DESCRIPTION
 HX1616
 HX1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1616'0.5 MI SW FROM FALLS MILL.
 HX1616'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1616'OFFICE AT FALLS MILL, SET ON TOP OF THE WEST END OF THE SOUTH
 HX1616'HEAD WALL OF A 4 FOOT CONCRETE BOX CULVERT, 225 FEET NORTH OF A
 HX1616'FARM HOUSE, 21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 HX1616'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX1616
 HX1616                          STATION RECOVERY (1976)
 HX1616
 HX1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0162 ***********************************************************************
 HX0162  DESIGNATION -  K 268
 HX0162  PID         -  HX0162
 HX0162  STATE/COUNTY-  WV/UPSHUR
 HX0162  USGS QUAD   -  ROCK CAVE (1966)
 HX0162
 HX0162                         *CURRENT SURVEY CONTROL
 HX0162  ___________________________________________________________________
 HX0162* NAD 83(1986)-  38 49 46.     (N)    080 20 58.     (W)     SCALED    
 HX0162* NAVD 88     -       548.317  (meters)    1798.94   (feet)  ADJUSTED  
 HX0162  ___________________________________________________________________
 HX0162  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HX0162  DYNAMIC HT  -         547.934 (meters)    1797.68  (feet)  COMP
 HX0162  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 HX0162
 HX0162  VERT ORDER  -  SECOND    CLASS 0
 HX0162
 HX0162.The horizontal coordinates were scaled from a topographic map and have
 HX0162.an estimated accuracy of +/- 6 seconds.
 HX0162
 HX0162.The orthometric height was determined by differential leveling
 HX0162.and adjusted by the National Geodetic Survey in June 1991..
 HX0162
 HX0162.The geoid height was determined by GEOID03.
 HX0162
 HX0162.The dynamic height is computed by dividing the NAVD 88
 HX0162.geopotential number by the normal gravity value computed on the
 HX0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0162.degrees latitude (g = 980.6199 gals.).
 HX0162
 HX0162.The modeled gravity was interpolated from observed gravity values.
 HX0162
 HX0162;                    North         East    Units  Estimated Accuracy
 HX0162;SPC WV S     -   203,250.      656,490.      MT  (+/- 180 meters Scaled)
 HX0162
 HX0162                          SUPERSEDED SURVEY CONTROL
 HX0162
 HX0162  NGVD 29 (??/??/92)  548.490  (m)         1799.50   (f) ADJ UNCH    2 0
 HX0162
 HX0162.Superseded values are not recommended for survey control.
 HX0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0162.See file dsdata.txt to determine how the superseded data were derived.
 HX0162
 HX0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC564980(NAD 83)
 HX0162_MARKER: DB = BENCH MARK DISK
 HX0162_SETTING: 66 = SET IN ROCK OUTCROP
 HX0162_SP_SET: ROCK LEDGE
 HX0162_STAMPING: K 268 1962
 HX0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0162+STABILITY: POSITION/ELEVATION WELL
 HX0162
 HX0162  HISTORY     - Date     Condition        Report By
 HX0162  HISTORY     - 1962     MONUMENTED       CGS
 HX0162
 HX0162                          STATION DESCRIPTION
 HX0162
 HX0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0162'0.6 MI W FROM ROCK CAVE.
 HX0162'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE
 HX0162'AT ROCK CAVE, SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK
 HX0162'LEDGE THAT IS ABOUT 75 FEET LONG AND 5 FEET HIGH, 26 1/2 FEET
 HX0162'SOUTHWEST OF THE NORTHEAST END OF THE CUT, ABOUT 1 1/2 FEET ABOVE
 HX0162'THE GROUND, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HX0162'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0233 ***********************************************************************
 HX0233  DESIGNATION -  K 269
 HX0233  PID         -  HX0233
 HX0233  STATE/COUNTY-  WV/BRAXTON
 HX0233  USGS QUAD   -  HACKER VALLEY (1967)
 HX0233
 HX0233                         *CURRENT SURVEY CONTROL
 HX0233  ___________________________________________________________________
 HX0233* NAD 83(1986)-  38 44 46.     (N)    080 26 55.     (W)     SCALED    
 HX0233* NAVD 88     -       294.502  (meters)     966.21   (feet)  ADJUSTED  
 HX0233  ___________________________________________________________________
 HX0233  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HX0233  DYNAMIC HT  -         294.301 (meters)     965.55  (feet)  COMP
 HX0233  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 HX0233
 HX0233  VERT ORDER  -  SECOND    CLASS 0
 HX0233
 HX0233.The horizontal coordinates were scaled from a topographic map and have
 HX0233.an estimated accuracy of +/- 6 seconds.
 HX0233
 HX0233.The orthometric height was determined by differential leveling
 HX0233.and adjusted by the National Geodetic Survey in June 1991..
 HX0233
 HX0233.The geoid height was determined by GEOID03.
 HX0233
 HX0233.The dynamic height is computed by dividing the NAVD 88
 HX0233.geopotential number by the normal gravity value computed on the
 HX0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0233.degrees latitude (g = 980.6199 gals.).
 HX0233
 HX0233.The modeled gravity was interpolated from observed gravity values.
 HX0233
 HX0233;                    North         East    Units  Estimated Accuracy
 HX0233;SPC WV S     -   193,950.      647,930.      MT  (+/- 180 meters Scaled)
 HX0233
 HX0233                          SUPERSEDED SURVEY CONTROL
 HX0233
 HX0233  NGVD 29 (??/??/92)  294.684  (m)          966.81   (f) ADJ UNCH    2 0
 HX0233
 HX0233.Superseded values are not recommended for survey control.
 HX0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0233.See file dsdata.txt to determine how the superseded data were derived.
 HX0233
 HX0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC479887(NAD 83)
 HX0233_MARKER: DB = BENCH MARK DISK
 HX0233_SETTING: 66 = SET IN ROCK OUTCROP
 HX0233_SP_SET: EMBEDDED ROCK
 HX0233_STAMPING: K 269 1962
 HX0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0233+STABILITY: POSITION/ELEVATION WELL
 HX0233
 HX0233  HISTORY     - Date     Condition        Report By
 HX0233  HISTORY     - 1962     MONUMENTED       CGS
 HX0233
 HX0233                          STATION DESCRIPTION
 HX0233
 HX0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0233'0.9 MI SW FROM WILDCAT.
 HX0233'ABOUT 0.9 MILE SOUTHWEST ALONG A MOUNTAIN ROAD THAT FOLLOWS
 HX0233'ALONG THE LITTLE KANAWHA RIVER FROM THE POST OFFICE AT WILDCAT,
 HX0233'AT THE SUMMIT OF A SMALL HILL, SET ON TOP OF AN EMBEDDED ROCK
 HX0233'THAT IS ABOUT 23 FEET LONG AND 2 FEET HIGH, 18 FEET SOUTHEAST
 HX0233'OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX0233'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1642 ***********************************************************************
 HX1642  DESIGNATION -  K 270
 HX1642  PID         -  HX1642
 HX1642  STATE/COUNTY-  WV/BRAXTON
 HX1642  USGS QUAD   -  ORLANDO (1989)
 HX1642
 HX1642                         *CURRENT SURVEY CONTROL
 HX1642  ___________________________________________________________________
 HX1642* NAD 83(1986)-  38 45 04.     (N)    080 31 16.     (W)     SCALED    
 HX1642* NAVD 88     -       268.719  (meters)     881.62   (feet)  ADJUSTED  
 HX1642  ___________________________________________________________________
 HX1642  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 HX1642  DYNAMIC HT  -         268.538 (meters)     881.03  (feet)  COMP
 HX1642  MODELED GRAV-     979,947.3   (mgal)                       NAVD 88
 HX1642
 HX1642  VERT ORDER  -  SECOND    CLASS 0
 HX1642
 HX1642.The horizontal coordinates were scaled from a topographic map and have
 HX1642.an estimated accuracy of +/- 6 seconds.
 HX1642
 HX1642.The orthometric height was determined by differential leveling
 HX1642.and adjusted by the National Geodetic Survey in June 1991..
 HX1642
 HX1642.The geoid height was determined by GEOID03.
 HX1642
 HX1642.The dynamic height is computed by dividing the NAVD 88
 HX1642.geopotential number by the normal gravity value computed on the
 HX1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1642.degrees latitude (g = 980.6199 gals.).
 HX1642
 HX1642.The modeled gravity was interpolated from observed gravity values.
 HX1642
 HX1642;                    North         East    Units  Estimated Accuracy
 HX1642;SPC WV S     -   194,470.      641,630.      MT  (+/- 180 meters Scaled)
 HX1642
 HX1642                          SUPERSEDED SURVEY CONTROL
 HX1642
 HX1642  NGVD 29 (??/??/92)  268.907  (m)          882.24   (f) ADJ UNCH    2 0
 HX1642
 HX1642.Superseded values are not recommended for survey control.
 HX1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1642.See file dsdata.txt to determine how the superseded data were derived.
 HX1642
 HX1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC416892(NAD 83)
 HX1642_MARKER: DB = BENCH MARK DISK
 HX1642_SETTING: 66 = SET IN ROCK OUTCROP
 HX1642_SP_SET: EMBEDDED ROCK
 HX1642_STAMPING: K 270 1962
 HX1642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1642+STABILITY: POSITION/ELEVATION WELL
 HX1642
 HX1642  HISTORY     - Date     Condition        Report By
 HX1642  HISTORY     - 1962     MONUMENTED       CGS
 HX1642
 HX1642                          STATION DESCRIPTION
 HX1642
 HX1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1642'7.4 MI SW FROM WILDCAT.
 HX1642'ABOUT 4.8 MILES SOUTHWEST ALONG A MOUNTAIN ROAD THAT FOLLOWS
 HX1642'ALONG THE LITTLE KANAWHA RIVER FROM THE POST OFFICE AT WILDCAT,
 HX1642'THENCE 2.6 MILES SOUTHWEST ALONG A TRAIL ROAD, SET ON TOP OF AN
 HX1642'EMBEDDED ROCK THAT IS 6-BY 9-FOOT LONG, AT THE NORTHWEST CORNER
 HX1642'OF THE ROCK, 96 FEET SOUTHEAST OF THE LITTLE KANAWHA RIVER, 82
 HX1642'FEET EAST OF THE CENTER LINE OF A LOGGING ROAD, 7 FEET SOUTHWEST
 HX1642'OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX1642'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1485 ***********************************************************************
 HX1485  DESIGNATION -  K 271
 HX1485  PID         -  HX1485
 HX1485  STATE/COUNTY-  WV/BRAXTON
 HX1485  USGS QUAD   -  BURNSVILLE (1989)
 HX1485
 HX1485                         *CURRENT SURVEY CONTROL
 HX1485  ___________________________________________________________________
 HX1485* NAD 83(1986)-  38 50 17.     (N)    080 40 04.     (W)     SCALED    
 HX1485* NAVD 88     -       233.496  (meters)     766.06   (feet)  ADJUSTED  
 HX1485  ___________________________________________________________________
 HX1485  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HX1485  DYNAMIC HT  -         233.345 (meters)     765.57  (feet)  COMP
 HX1485  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 HX1485
 HX1485  VERT ORDER  -  SECOND    CLASS 0
 HX1485
 HX1485.The horizontal coordinates were scaled from a topographic map and have
 HX1485.an estimated accuracy of +/- 6 seconds.
 HX1485
 HX1485.The orthometric height was determined by differential leveling
 HX1485.and adjusted by the National Geodetic Survey in June 1991..
 HX1485
 HX1485.The geoid height was determined by GEOID03.
 HX1485
 HX1485.The dynamic height is computed by dividing the NAVD 88
 HX1485.geopotential number by the normal gravity value computed on the
 HX1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1485.degrees latitude (g = 980.6199 gals.).
 HX1485
 HX1485.The modeled gravity was interpolated from observed gravity values.
 HX1485
 HX1485;                    North         East    Units  Estimated Accuracy
 HX1485;SPC WV S     -   204,060.      628,840.      MT  (+/- 180 meters Scaled)
 HX1485
 HX1485                          SUPERSEDED SURVEY CONTROL
 HX1485
 HX1485  NGVD 29 (??/??/92)  233.706  (m)          766.75   (f) ADJ UNCH    2 0
 HX1485
 HX1485.Superseded values are not recommended for survey control.
 HX1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1485.See file dsdata.txt to determine how the superseded data were derived.
 HX1485
 HX1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC288988(NAD 83)
 HX1485_MARKER: DB = BENCH MARK DISK
 HX1485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1485_SP_SET: ABUTMENT
 HX1485_STAMPING: K 271 1962
 HX1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1485
 HX1485  HISTORY     - Date     Condition        Report By
 HX1485  HISTORY     - 1962     MONUMENTED       CGS
 HX1485  HISTORY     - 1974     GOOD             NGS
 HX1485
 HX1485                          STATION DESCRIPTION
 HX1485
 HX1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1485'1.6 MI S FROM BURNSVILLE.
 HX1485'ABOUT 0.1 MILE WEST ALONG COUNTY ROAD 3 FROM THE POST OFFICE
 HX1485'AT BURNSVILLE, THENCE ABOUT 1.5 MILE SOUTH ALONG THE BALTIMORE AND
 HX1485'OHIO RAILROAD, SET ON THE TOP OF THE NORTH CONCRETE ABUTMENT OF
 HX1485'BRIDGE 750 OVER SALTLICK CREEK, 5 FEET NORTHEAST OF THE SOUTHWEST
 HX1485'END OF THE ABUTMENT, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 HX1485'AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THIS BENCH
 HX1485'MARK CAN ALSO BE REACHED BY GOING ABOUT 0.6 MILE NORTH ALONG THE
 HX1485'BALTIMORE AND OHIO RAILROAD FROM THE POST OFFICE AT GEM.
 HX1485
 HX1485                          STATION RECOVERY (1974)
 HX1485
 HX1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HX1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0368 ***********************************************************************
 HX0368  DESIGNATION -  K 272
 HX0368  PID         -  HX0368
 HX0368  STATE/COUNTY-  WV/UPSHUR
 HX0368  USGS QUAD   -  ALTON (1989)
 HX0368
 HX0368                         *CURRENT SURVEY CONTROL
 HX0368  ___________________________________________________________________
 HX0368* NAD 83(1986)-  38 49 55.     (N)    080 12 01.     (W)     SCALED    
 HX0368* NAVD 88     -       538.507  (meters)    1766.75   (feet)  ADJUSTED  
 HX0368  ___________________________________________________________________
 HX0368  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HX0368  DYNAMIC HT  -         538.129 (meters)    1765.51  (feet)  COMP
 HX0368  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 HX0368
 HX0368  VERT ORDER  -  SECOND    CLASS 0
 HX0368
 HX0368.The horizontal coordinates were scaled from a topographic map and have
 HX0368.an estimated accuracy of +/- 6 seconds.
 HX0368
 HX0368.The orthometric height was determined by differential leveling
 HX0368.and adjusted by the National Geodetic Survey in June 1991..
 HX0368
 HX0368.The geoid height was determined by GEOID03.
 HX0368
 HX0368.The dynamic height is computed by dividing the NAVD 88
 HX0368.geopotential number by the normal gravity value computed on the
 HX0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0368.degrees latitude (g = 980.6199 gals.).
 HX0368
 HX0368.The modeled gravity was interpolated from observed gravity values.
 HX0368
 HX0368;                    North         East    Units  Estimated Accuracy
 HX0368;SPC WV S     -   203,630.      669,440.      MT  (+/- 180 meters Scaled)
 HX0368
 HX0368                          SUPERSEDED SURVEY CONTROL
 HX0368
 HX0368  NGVD 29 (??/??/92)  538.676  (m)         1767.31   (f) ADJ UNCH    2 0
 HX0368
 HX0368.Superseded values are not recommended for survey control.
 HX0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0368.See file dsdata.txt to determine how the superseded data were derived.
 HX0368
 HX0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC694984(NAD 83)
 HX0368_MARKER: DB = BENCH MARK DISK
 HX0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0368_SP_SET: ABUTMENT
 HX0368_STAMPING: K 272 1962
 HX0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0368
 HX0368  HISTORY     - Date     Condition        Report By
 HX0368  HISTORY     - 1962     MONUMENTED       CGS
 HX0368  HISTORY     - 1975     GOOD             BAKER
 HX0368
 HX0368                          STATION DESCRIPTION
 HX0368
 HX0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0368'1.8 MI N FROM ALTON.
 HX0368'ABOUT 1.8 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0368'FROM THE POST OFFICE AT ALTON, AT A VILLAGE LOCALLY KNOWN AS
 HX0368'BEANS MILL, SET ON TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A
 HX0368'SMALL BRIDGE OVER A SMALL STREAM CONNECTING AT EACH END WITH THE
 HX0368'BUCKHANNON RIVER, (BRIDGE FOR A GRAVEL ROAD) 37 FEET SOUTHWEST
 HX0368'OF THE CENTER OF THE CROSSING OF THE GRAVEL ROAD AND THE
 HX0368'BALTIMORE AND OHIO RAILROAD, 25 FEET SOUTHEAST OF THE SOUTH RAIL,
 HX0368'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0368
 HX0368                          STATION RECOVERY (1975)
 HX0368
 HX0368'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 HX0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0318 ***********************************************************************
 HX0318  DESIGNATION -  K 273
 HX0318  PID         -  HX0318
 HX0318  STATE/COUNTY-  WV/UPSHUR
 HX0318  USGS QUAD   -  ROCK CAVE (1966)
 HX0318
 HX0318                         *CURRENT SURVEY CONTROL
 HX0318  ___________________________________________________________________
 HX0318* NAD 83(1986)-  38 48 50.     (N)    080 17 09.     (W)     SCALED    
 HX0318* NAVD 88     -       621.118  (meters)    2037.78   (feet)  ADJUSTED  
 HX0318  ___________________________________________________________________
 HX0318  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 HX0318  DYNAMIC HT  -         620.678 (meters)    2036.34  (feet)  COMP
 HX0318  MODELED GRAV-     979,899.1   (mgal)                       NAVD 88
 HX0318
 HX0318  VERT ORDER  -  SECOND    CLASS 0
 HX0318
 HX0318.The horizontal coordinates were scaled from a topographic map and have
 HX0318.an estimated accuracy of +/- 6 seconds.
 HX0318
 HX0318.The orthometric height was determined by differential leveling
 HX0318.and adjusted by the National Geodetic Survey in June 1991..
 HX0318
 HX0318.The geoid height was determined by GEOID03.
 HX0318
 HX0318.The dynamic height is computed by dividing the NAVD 88
 HX0318.geopotential number by the normal gravity value computed on the
 HX0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0318.degrees latitude (g = 980.6199 gals.).
 HX0318
 HX0318.The modeled gravity was interpolated from observed gravity values.
 HX0318
 HX0318;                    North         East    Units  Estimated Accuracy
 HX0318;SPC WV S     -   201,570.      662,030.      MT  (+/- 180 meters Scaled)
 HX0318
 HX0318                          SUPERSEDED SURVEY CONTROL
 HX0318
 HX0318  NGVD 29 (??/??/92)  621.285  (m)         2038.33   (f) ADJ UNCH    2 0
 HX0318
 HX0318.Superseded values are not recommended for survey control.
 HX0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0318.See file dsdata.txt to determine how the superseded data were derived.
 HX0318
 HX0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC620963(NAD 83)
 HX0318_MARKER: DB = BENCH MARK DISK
 HX0318_SETTING: 66 = SET IN ROCK OUTCROP
 HX0318_SP_SET: ROCK PROJECTION
 HX0318_STAMPING: K 273 1962
 HX0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0318+STABILITY: POSITION/ELEVATION WELL
 HX0318
 HX0318  HISTORY     - Date     Condition        Report By
 HX0318  HISTORY     - 1962     MONUMENTED       CGS
 HX0318
 HX0318                          STATION DESCRIPTION
 HX0318
 HX0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0318'6.1 MI NW FROM ALEXANDER.
 HX0318'ABOUT 5.9 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HX0318'OFFICE AT ALEXANDER, THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD,
 HX0318'0.2 MILES SOUTH OF A T ROAD JUNCTION, SET ON TOP OF AN EMBEDDED
 HX0318'ROCK THAT IS ABOUT 37 FEET LONG AND PROJECTS OUT OF THE ROAD
 HX0318'BANK, 58 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE,
 HX0318'30 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, AND ABOUT
 HX0318'1 FOOT BELOW THE LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK CAN
 HX0318'ALSO BE REACHED BY GOING 5.4 MILES EAST ALONG A GRAVEL ROAD
 HX0318'FROM THE NORTH END OF A CONCRETE BRIDGE OVER THE LITTLE
 HX0318'KANAWHA RIVER AT STILLMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0393 ***********************************************************************
 HX0393  DESIGNATION -  K 274
 HX0393  PID         -  HX0393
 HX0393  STATE/COUNTY-  WV/UPSHUR
 HX0393  USGS QUAD   -  ALTON (1989)
 HX0393
 HX0393                         *CURRENT SURVEY CONTROL
 HX0393  ___________________________________________________________________
 HX0393* NAD 83(1986)-  38 50 16.     (N)    080 08 58.     (W)     SCALED    
 HX0393* NAVD 88     -       625.468  (meters)    2052.06   (feet)  ADJUSTED  
 HX0393  ___________________________________________________________________
 HX0393  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HX0393  DYNAMIC HT  -         625.031 (meters)    2050.62  (feet)  COMP
 HX0393  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 HX0393
 HX0393  VERT ORDER  -  SECOND    CLASS 0
 HX0393
 HX0393.The horizontal coordinates were scaled from a topographic map and have
 HX0393.an estimated accuracy of +/- 6 seconds.
 HX0393
 HX0393.The orthometric height was determined by differential leveling
 HX0393.and adjusted by the National Geodetic Survey in June 1991..
 HX0393
 HX0393.The geoid height was determined by GEOID03.
 HX0393
 HX0393.The dynamic height is computed by dividing the NAVD 88
 HX0393.geopotential number by the normal gravity value computed on the
 HX0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0393.degrees latitude (g = 980.6199 gals.).
 HX0393
 HX0393.The modeled gravity was interpolated from observed gravity values.
 HX0393
 HX0393;                    North         East    Units  Estimated Accuracy
 HX0393;SPC WV S     -   204,320.      673,850.      MT  (+/- 180 meters Scaled)
 HX0393
 HX0393                          SUPERSEDED SURVEY CONTROL
 HX0393
 HX0393  NGVD 29 (??/??/92)  625.640  (m)         2052.62   (f) ADJ UNCH    2 0
 HX0393
 HX0393.Superseded values are not recommended for survey control.
 HX0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0393.See file dsdata.txt to determine how the superseded data were derived.
 HX0393
 HX0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC738991(NAD 83)
 HX0393_MARKER: DB = BENCH MARK DISK
 HX0393_SETTING: 80 = SET IN A BOULDER
 HX0393_SP_SET: BOULDER
 HX0393_STAMPING: K 274 1962
 HX0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0393+STABILITY: SURFACE MOTION
 HX0393
 HX0393  HISTORY     - Date     Condition        Report By
 HX0393  HISTORY     - 1962     MONUMENTED       CGS
 HX0393
 HX0393                          STATION DESCRIPTION
 HX0393
 HX0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0393'1.8 MI SW FROM QUEENS.
 HX0393'ABOUT 0.75 MILE SOUTH ALONG COUNTY ROAD 9 FROM THE JUNCTION OF
 HX0393'COUNTY ROAD 9/11 AT QUEENS, THENCE 1.1 MILES SOUTHWEST ALONG A
 HX0393'COUNTY ROAD (GRAVEL), 0.2 MILE SOUTHWEST OF A GRAVEL ROAD LEADING
 HX0393'NORTH, SET ON TOP OF A FLAT EMBEDDED ROCK THAT IS ABOUT 8-BY
 HX0393'9-FOOT LONG, 28 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 HX0393'SMALL WOODEN BRIDGE OVER LEONARD RUN, 19 FEET WEST OF THE WEST
 HX0393'END OF A SMALL SAW MILL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HX0393'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2083 ***********************************************************************
 HW2083  DESIGNATION -  K 275
 HW2083  PID         -  HW2083
 HW2083  STATE/COUNTY-  WV/RANDOLPH
 HW2083  USGS QUAD   -  MILL CREEK (1995)
 HW2083
 HW2083                         *CURRENT SURVEY CONTROL
 HW2083  ___________________________________________________________________
 HW2083* NAD 83(1986)-  38 43 09.     (N)    079 58 30.     (W)     SCALED    
 HW2083* NAVD 88     -       625.140  (meters)    2050.98   (feet)  ADJUSTED  
 HW2083  ___________________________________________________________________
 HW2083  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HW2083  DYNAMIC HT  -         624.681 (meters)    2049.47  (feet)  COMP
 HW2083  MODELED GRAV-     979,872.2   (mgal)                       NAVD 88
 HW2083
 HW2083  VERT ORDER  -  FIRST     CLASS II
 HW2083
 HW2083.The horizontal coordinates were scaled from a topographic map and have
 HW2083.an estimated accuracy of +/- 6 seconds.
 HW2083
 HW2083.The orthometric height was determined by differential leveling
 HW2083.and adjusted by the National Geodetic Survey in June 1991..
 HW2083
 HW2083.The geoid height was determined by GEOID03.
 HW2083
 HW2083.The dynamic height is computed by dividing the NAVD 88
 HW2083.geopotential number by the normal gravity value computed on the
 HW2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2083.degrees latitude (g = 980.6199 gals.).
 HW2083
 HW2083.The modeled gravity was interpolated from observed gravity values.
 HW2083
 HW2083;                    North         East    Units  Estimated Accuracy
 HW2083;SPC WV S     -   191,310.      689,140.      MT  (+/- 180 meters Scaled)
 HW2083
 HW2083                          SUPERSEDED SURVEY CONTROL
 HW2083
 HW2083  NGVD 29 (??/??/92)  625.297  (m)         2051.50   (f) ADJ UNCH    1 2
 HW2083
 HW2083.Superseded values are not recommended for survey control.
 HW2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2083.See file dsdata.txt to determine how the superseded data were derived.
 HW2083
 HW2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC891861(NAD 83)
 HW2083_MARKER: DB = BENCH MARK DISK
 HW2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2083_STAMPING: K 275 1962
 HW2083_MARK LOGO: CGS   
 HW2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2083+STABILITY: SURFACE MOTION
 HW2083
 HW2083  HISTORY     - Date     Condition        Report By
 HW2083  HISTORY     - 1962     MONUMENTED       CGS
 HW2083  HISTORY     - 1983     GOOD             NGS
 HW2083
 HW2083                          STATION DESCRIPTION
 HW2083
 HW2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2083'0.8 MI S FROM MILL CREEK.
 HW2083'ABOUT 0.8 MILE SOUTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2083'BANK AT MILL CREEK, 29 FEET SOUTHEAST OF THE CENTER LINE OF
 HW2083'THE HIGHWAY, 7 FEET EAST OF A TELEPHONE POLE A7-203, 15 FEET
 HW2083'EAST OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A
 HW2083'30-INCH PIPE CULVERT FOR A SMALL STREAM, 2 FEET SOUTHEAST OF A
 HW2083'WIRE FENCE, 2.4 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT
 HW2083'3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS SET IN THE TOP OF A
 HW2083'CONCRETE POST THAT IS PROJECTING ABOUT 2-INCHES.
 HW2083
 HW2083                          STATION RECOVERY (1983)
 HW2083
 HW2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2083'RECOVERED IN GOOD CONDITION, MARK IS NOW ENCASED IN A BLUE 19 LITRE (5
 HW2083'GALLON) PLASTIC BUCKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0430 ***********************************************************************
 HX0430  DESIGNATION -  K 276
 HX0430  PID         -  HX0430
 HX0430  STATE/COUNTY-  WV/RANDOLPH
 HX0430  USGS QUAD   -  PICKENS (1977)
 HX0430
 HX0430                         *CURRENT SURVEY CONTROL
 HX0430  ___________________________________________________________________
 HX0430* NAD 83(1986)-  38 42 33.     (N)    080 08 29.     (W)     SCALED    
 HX0430* NAVD 88     -       779.554  (meters)    2557.59   (feet)  ADJUSTED  
 HX0430  ___________________________________________________________________
 HX0430  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX0430  DYNAMIC HT  -         778.957 (meters)    2555.63  (feet)  COMP
 HX0430  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 HX0430
 HX0430  VERT ORDER  -  SECOND    CLASS 0
 HX0430
 HX0430.The horizontal coordinates were scaled from a topographic map and have
 HX0430.an estimated accuracy of +/- 6 seconds.
 HX0430
 HX0430.The orthometric height was determined by differential leveling
 HX0430.and adjusted by the National Geodetic Survey in June 1991..
 HX0430
 HX0430.The geoid height was determined by GEOID03.
 HX0430
 HX0430.The dynamic height is computed by dividing the NAVD 88
 HX0430.geopotential number by the normal gravity value computed on the
 HX0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0430.degrees latitude (g = 980.6199 gals.).
 HX0430
 HX0430.The modeled gravity was interpolated from observed gravity values.
 HX0430
 HX0430;                    North         East    Units  Estimated Accuracy
 HX0430;SPC WV S     -   190,050.      674,680.      MT  (+/- 180 meters Scaled)
 HX0430
 HX0430                          SUPERSEDED SURVEY CONTROL
 HX0430
 HX0430  NGVD 29 (??/??/92)  779.695  (m)         2558.05   (f) ADJ UNCH    2 0
 HX0430
 HX0430.Superseded values are not recommended for survey control.
 HX0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0430.See file dsdata.txt to determine how the superseded data were derived.
 HX0430
 HX0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC746848(NAD 83)
 HX0430_MARKER: DB = BENCH MARK DISK
 HX0430_SETTING: 80 = SET IN A BOULDER
 HX0430_SP_SET: BOULDER
 HX0430_STAMPING: K 276 1962
 HX0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0430+STABILITY: SURFACE MOTION
 HX0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX0430+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2004
 HX0430
 HX0430  HISTORY     - Date     Condition        Report By
 HX0430  HISTORY     - 1962     MONUMENTED       CGS
 HX0430  HISTORY     - 20041112 GOOD             INDIV
 HX0430
 HX0430                          STATION DESCRIPTION
 HX0430
 HX0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0430'6.9 MI SW FROM ADOLPH.
 HX0430'ABOUT 6.9 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0430'SCHOOL AT ADOLPH, 0.7 MILE SOUTHWEST OF A RAILROAD CROSSING, SET
 HX0430'VERTICALLY IN THE SOUTHEAST FACE OF A ROCK THAT IS ABOUT 19-FOOT
 HX0430'LONG AND 4-FOOT HIGH AND IS EMBEDDED IN THE GROUND, 14 FEET
 HX0430'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET BELOW THE TOP OF
 HX0430'THE ROCK, 4 FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK,
 HX0430'AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0430
 HX0430                          STATION RECOVERY (2004)
 HX0430
 HX0430'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRI)
 HX0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0385 ***********************************************************************
 HX0385  DESIGNATION -  K 277
 HX0385  PID         -  HX0385
 HX0385  STATE/COUNTY-  WV/RANDOLPH
 HX0385  USGS QUAD   -  ADOLPH (1995)
 HX0385
 HX0385                         *CURRENT SURVEY CONTROL
 HX0385  ___________________________________________________________________
 HX0385* NAD 83(1986)-  38 38 29.     (N)    080 04 48.     (W)     SCALED    
 HX0385* NAVD 88     -       984.401  (meters)    3229.66   (feet)  ADJUSTED  
 HX0385  ___________________________________________________________________
 HX0385  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HX0385  DYNAMIC HT  -         983.629 (meters)    3227.12  (feet)  COMP
 HX0385  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 HX0385
 HX0385  VERT ORDER  -  SECOND    CLASS 0
 HX0385
 HX0385.The horizontal coordinates were scaled from a topographic map and have
 HX0385.an estimated accuracy of +/- 6 seconds.
 HX0385
 HX0385.The orthometric height was determined by differential leveling
 HX0385.and adjusted by the National Geodetic Survey in June 1991..
 HX0385
 HX0385.The geoid height was determined by GEOID03.
 HX0385
 HX0385.The dynamic height is computed by dividing the NAVD 88
 HX0385.geopotential number by the normal gravity value computed on the
 HX0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0385.degrees latitude (g = 980.6199 gals.).
 HX0385
 HX0385.The modeled gravity was interpolated from observed gravity values.
 HX0385
 HX0385;                    North         East    Units  Estimated Accuracy
 HX0385;SPC WV S     -   182,580.      680,090.      MT  (+/- 180 meters Scaled)
 HX0385
 HX0385                          SUPERSEDED SURVEY CONTROL
 HX0385
 HX0385  NGVD 29 (??/??/92)  984.528  (m)         3230.07   (f) ADJ UNCH    2 0
 HX0385
 HX0385.Superseded values are not recommended for survey control.
 HX0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0385.See file dsdata.txt to determine how the superseded data were derived.
 HX0385
 HX0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC800773(NAD 83)
 HX0385_MARKER: DB = BENCH MARK DISK
 HX0385_SETTING: 80 = SET IN A BOULDER
 HX0385_SP_SET: BOULDER
 HX0385_STAMPING: K 277 1962
 HX0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0385+STABILITY: SURFACE MOTION
 HX0385
 HX0385  HISTORY     - Date     Condition        Report By
 HX0385  HISTORY     - 1962     MONUMENTED       CGS
 HX0385
 HX0385                          STATION DESCRIPTION
 HX0385
 HX0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0385'14.2 MI SW FROM HUTTONSVILLE.
 HX0385'ABOUT 7.1 MILE SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 HX0385'AT HUTTONSVILLE, THENCE ABOUT 7.1 MILES NORTHWEST THEN SOUTHWEST
 HX0385'ALONG COUNTY ROAD 219/16 (GRAVEL), 0.9 MILE NORTHEAST OF A
 HX0385'WOODEN BRIDGE OVER POTATOEHOLE FORK, SET ON TOP OF A ROCK THAT
 HX0385'IS ABOUT 9-BY 6-FOOT WIDE AND EMBEDDED IN THE GROUND, THE ROCK
 HX0385'IS IN A SMALL RAVINE, 56 FEET WEST OF THE CENTER LINE OF THE
 HX0385'ROAD, 26 1/2 FEET WEST OF THE WEST END OF A 24-INCH CULVERT IN
 HX0385'A SMALL RAVINE, 0.5 FOOT WEST OF THE EAST END OF A ROCK, AND
 HX0385'ABOUT 3 FEET ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1558 ***********************************************************************
 HX1558  DESIGNATION -  K 278
 HX1558  PID         -  HX1558
 HX1558  STATE/COUNTY-  WV/BRAXTON
 HX1558  USGS QUAD   -  SUTTON (1976)
 HX1558
 HX1558                         *CURRENT SURVEY CONTROL
 HX1558  ___________________________________________________________________
 HX1558* NAD 83(1986)-  38 41 08.     (N)    080 39 04.     (W)     SCALED    
 HX1558* NAVD 88     -       384.002  (meters)    1259.85   (feet)  ADJUSTED  
 HX1558  ___________________________________________________________________
 HX1558  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HX1558  DYNAMIC HT  -         383.739 (meters)    1258.98  (feet)  COMP
 HX1558  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 HX1558
 HX1558  VERT ORDER  -  SECOND    CLASS 0
 HX1558
 HX1558.The horizontal coordinates were scaled from a topographic map and have
 HX1558.an estimated accuracy of +/- 6 seconds.
 HX1558
 HX1558.The orthometric height was determined by differential leveling
 HX1558.and adjusted by the National Geodetic Survey in June 1991..
 HX1558
 HX1558.The geoid height was determined by GEOID03.
 HX1558
 HX1558.The dynamic height is computed by dividing the NAVD 88
 HX1558.geopotential number by the normal gravity value computed on the
 HX1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1558.degrees latitude (g = 980.6199 gals.).
 HX1558
 HX1558.The modeled gravity was interpolated from observed gravity values.
 HX1558
 HX1558;                    North         East    Units  Estimated Accuracy
 HX1558;SPC WV S     -   187,140.      630,360.      MT  (+/- 180 meters Scaled)
 HX1558
 HX1558                          SUPERSEDED SURVEY CONTROL
 HX1558
 HX1558  NGVD 29 (??/??/92)  384.178  (m)         1260.42   (f) ADJ UNCH    2 0
 HX1558
 HX1558.Superseded values are not recommended for survey control.
 HX1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1558.See file dsdata.txt to determine how the superseded data were derived.
 HX1558
 HX1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC303819(NAD 83)
 HX1558_MARKER: DB = BENCH MARK DISK
 HX1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1558_STAMPING: K 278 1962
 HX1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1558+STABILITY: SURFACE MOTION
 HX1558
 HX1558  HISTORY     - Date     Condition        Report By
 HX1558  HISTORY     - 1962     MONUMENTED       CGS
 HX1558
 HX1558                          STATION DESCRIPTION
 HX1558
 HX1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1558'3.1 MI S FROM FLATWOODS.
 HX1558'ABOUT 2.4 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1558'FROM THE STATION AT FLATWOODS, THENCE ABOUT 1.2 MILES WEST
 HX1558'AND SOUTH ALONG A BLACK TOP ROAD THENCE ABOUT 0.1 MILE WEST ALONG
 HX1558'A DIRT ROAD, AT SUTTON AIRPORT, 0.35 MILE SOUTH OF THE NORTH END
 HX1558'OF THE NORTH-SOUTH RUNWAY, ALONG THE EAST EDGE OF THE RUNWAY, 234
 HX1558'FEET SOUTHWEST OF A BEACON LIGHT TOWER, 157 FEET WEST OF THE
 HX1558'SOUTHWEST CORNER OF AN OLD ABANDONED HOUSE, 4 FEET NORTH OF THE
 HX1558'NORTH SIDE OF A FENCE STILE, 1.8 FEET SOUTH OF A METAL WITNESS
 HX1558'POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 0.2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2059 ***********************************************************************
 HW2059  DESIGNATION -  K 279
 HW2059  PID         -  HW2059
 HW2059  STATE/COUNTY-  WV/RANDOLPH
 HW2059  USGS QUAD   -  ELKINS (1995)
 HW2059
 HW2059                         *CURRENT SURVEY CONTROL
 HW2059  ___________________________________________________________________
 HW2059* NAD 83(1986)-  38 53 21.     (N)    079 51 27.     (W)     SCALED    
 HW2059* NAVD 88     -       595.754  (meters)    1954.57   (feet)  ADJUSTED  
 HW2059  ___________________________________________________________________
 HW2059  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HW2059  DYNAMIC HT  -         595.328 (meters)    1953.17  (feet)  COMP
 HW2059  MODELED GRAV-     979,893.3   (mgal)                       NAVD 88
 HW2059
 HW2059  VERT ORDER  -  SECOND    CLASS 0
 HW2059
 HW2059.This mark is at Elkins-Randolph Co-Jennings Randolph Fld Airport (EKN)
 HW2059
 HW2059.The horizontal coordinates were scaled from a topographic map and have
 HW2059.an estimated accuracy of +/- 6 seconds.
 HW2059
 HW2059.The orthometric height was determined by differential leveling
 HW2059.and adjusted by the National Geodetic Survey in June 1991..
 HW2059
 HW2059.The geoid height was determined by GEOID03.
 HW2059
 HW2059.The dynamic height is computed by dividing the NAVD 88
 HW2059.geopotential number by the normal gravity value computed on the
 HW2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2059.degrees latitude (g = 980.6199 gals.).
 HW2059
 HW2059.The modeled gravity was interpolated from observed gravity values.
 HW2059
 HW2059;                    North         East    Units  Estimated Accuracy
 HW2059;SPC WV S     -   210,300.      699,120.      MT  (+/- 180 meters Scaled)
 HW2059
 HW2059                          SUPERSEDED SURVEY CONTROL
 HW2059
 HW2059  NGVD 29 (??/??/92)  595.915  (m)         1955.10   (f) ADJ UNCH    2 0
 HW2059
 HW2059.Superseded values are not recommended for survey control.
 HW2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2059.See file dsdata.txt to determine how the superseded data were derived.
 HW2059
 HW2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND990050(NAD 83)
 HW2059_MARKER: DB = BENCH MARK DISK
 HW2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2059_STAMPING: K 279 1962
 HW2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2059+STABILITY: SURFACE MOTION
 HW2059
 HW2059  HISTORY     - Date     Condition        Report By
 HW2059  HISTORY     - 1962     MONUMENTED       CGS
 HW2059  HISTORY     - 1972     GOOD             NGS
 HW2059
 HW2059                          STATION DESCRIPTION
 HW2059
 HW2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2059'3.6 MI N FROM BEVERLY.
 HW2059'AT ELKINS-RANDOLPH COUNTY AIRPORT, ABOUT 3.15 MILES NORTH ALONG
 HW2059'U.S. HIGHWAY 219 AND 250 FROM THE POST OFFICE AT BEVERLY, THENCE
 HW2059'0.3 MILE WEST ALONG COUNTY ROAD 219/17 (BLACK TOP) LEADING TO
 HW2059'THE AIRPORT THENCE 0.15 MILE NORTH ACROSS THE AIRPORT, AT THE
 HW2059'JUNCTION OF THE TWO RUNWAYS OF THE AIRPORT, 251 FEET SOUTH OF THE
 HW2059'CENTER OF THE JUNCTION OF THE RUNWAYS, 41 FEET SOUTHWEST OF THE
 HW2059'SOUTHWEST EDGE OF THE SOUTHEAST AND NORTHWEST RUNWAY, 16 FEET
 HW2059'SOUTHEAST OF A DRAIN CATCH BASIN, 140 YARDS NORTHEAST OF THE BASE
 HW2059'OF THE WIND DIRECTIONAL FINDER, ABOUT LEVEL WITH THE GROUND, AND
 HW2059'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 1 INCH.
 HW2059'NOTE-- THIS BENCH MARK IS ABOUT 0.6 MILE SOUTH OF BENCH MARK J
 HW2059'279.
 HW2059
 HW2059                          STATION RECOVERY (1972)
 HW2059
 HW2059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HW2059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0778 ***********************************************************************
 KY0778  DESIGNATION -  K 28
 KY0778  PID         -  KY0778
 KY0778  STATE/COUNTY-  WV/OHIO
 KY0778  USGS QUAD   -  TILTONSVILLE (1985)
 KY0778
 KY0778                         *CURRENT SURVEY CONTROL
 KY0778  ___________________________________________________________________
 KY0778* NAD 83(1986)-  40 08 00.     (N)    080 42 10.     (W)     SCALED    
 KY0778* NAVD 88     -       208.436  (meters)     683.84   (feet)  POSTED    
 KY0778  ___________________________________________________________________
 KY0778  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0778  DYNAMIC HT  -         208.320 (meters)     683.46  (feet)  COMP
 KY0778  MODELED GRAV-     980,080.8   (mgal)                       NAVD 88
 KY0778
 KY0778  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KY0778
 KY0778.The horizontal coordinates were scaled from a topographic map and have
 KY0778.an estimated accuracy of +/- 6 seconds.
 KY0778
 KY0778.The orthometric height was determined by differential leveling
 KY0778.and adjusted by the National Geodetic Survey in 1992..
 KY0778.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KY0778.rate greater than 8.0 mm/km.
 KY0778
 KY0778.The geoid height was determined by GEOID03.
 KY0778
 KY0778.The dynamic height is computed by dividing the NAVD 88
 KY0778.geopotential number by the normal gravity value computed on the
 KY0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0778.degrees latitude (g = 980.6199 gals.).
 KY0778
 KY0778.The modeled gravity was interpolated from observed gravity values.
 KY0778
 KY0778;                    North         East    Units  Estimated Accuracy
 KY0778;SPC WV N     -   182,020.      497,500.      MT  (+/- 180 meters Scaled)
 KY0778
 KY0778                          SUPERSEDED SURVEY CONTROL
 KY0778
 KY0778  NGVD 29 (??/??/92)  208.607  (m)          684.40   (f) ADJ UNCH    1 2
 KY0778
 KY0778.Superseded values are not recommended for survey control.
 KY0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0778.See file dsdata.txt to determine how the superseded data were derived.
 KY0778
 KY0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE253425(NAD 83)
 KY0778_MARKER: DB = BENCH MARK DISK
 KY0778_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0778_SP_SET: PIER
 KY0778_STAMPING: K 28 1935
 KY0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0778
 KY0778  HISTORY     - Date     Condition        Report By
 KY0778  HISTORY     - 1935     MONUMENTED       CGS
 KY0778  HISTORY     - 1965     GOOD             USE
 KY0778  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0778
 KY0778                          STATION DESCRIPTION
 KY0778
 KY0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY0778'5.2 MI N FROM WHEELING.
 KY0778'5.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FREIGHT
 KY0778'STATION AT WHEELING, OHIO COUNTY, 366 FEET NORTH OF MILEPOST
 KY0778'19, 9 FEET WEST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF THE
 KY0778'SOUTH END OF THE WEST CONCRETE PIER SUPPORTING AN OVERHEAD COAL
 KY0778'CAR TRACK.  A STANDARD DISK, STAMPED K 28 1935.  THE OVERHEAD
 KY0778'CAR TRACK HAS BEEN REMOVED BUT THE FOUNDATION REMAINS IN GOOD
 KY0778'CONDITION.
 KY0778
 KY0778                          STATION RECOVERY (1965)
 KY0778
 KY0778'RECOVERY NOTE BY US ENGINEERS 1965
 KY0778'RECOVERED IN GOOD CONDITION.
 KY0778
 KY0778                          STATION RECOVERY (1983)
 KY0778
 KY0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0778'NOT RECOVERED, A SEARCH WAS MADE AND THE CONCRETE PIER IN WHICH THE
 KY0778'MARK WAS LOCATED WAS FOUND DESTROYED, MARK SHOULD BE CONSIDERED
 KY0778'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0405 ***********************************************************************
 HX0405  DESIGNATION -  K 280
 HX0405  PID         -  HX0405
 HX0405  STATE/COUNTY-  WV/RANDOLPH
 HX0405  USGS QUAD   -  CASSITY (1977)
 HX0405
 HX0405                         *CURRENT SURVEY CONTROL
 HX0405  ___________________________________________________________________
 HX0405* NAD 83(1986)-  38 49 05.     (N)    080 03 14.     (W)     SCALED    
 HX0405* NAVD 88     -       693.788  (meters)    2276.20   (feet)  ADJUSTED  
 HX0405  ___________________________________________________________________
 HX0405  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HX0405  DYNAMIC HT  -         693.288 (meters)    2274.56  (feet)  COMP
 HX0405  MODELED GRAV-     979,882.8   (mgal)                       NAVD 88
 HX0405
 HX0405  VERT ORDER  -  SECOND    CLASS 0
 HX0405
 HX0405.The horizontal coordinates were scaled from a topographic map and have
 HX0405.an estimated accuracy of +/- 6 seconds.
 HX0405
 HX0405.The orthometric height was determined by differential leveling
 HX0405.and adjusted by the National Geodetic Survey in June 1991..
 HX0405
 HX0405.The geoid height was determined by GEOID03.
 HX0405
 HX0405.The dynamic height is computed by dividing the NAVD 88
 HX0405.geopotential number by the normal gravity value computed on the
 HX0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0405.degrees latitude (g = 980.6199 gals.).
 HX0405
 HX0405.The modeled gravity was interpolated from observed gravity values.
 HX0405
 HX0405;                    North         East    Units  Estimated Accuracy
 HX0405;SPC WV S     -   202,210.      682,170.      MT  (+/- 180 meters Scaled)
 HX0405
 HX0405                          SUPERSEDED SURVEY CONTROL
 HX0405
 HX0405  NGVD 29 (??/??/92)  693.947  (m)         2276.72   (f) ADJ UNCH    2 0
 HX0405
 HX0405.Superseded values are not recommended for survey control.
 HX0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0405.See file dsdata.txt to determine how the superseded data were derived.
 HX0405
 HX0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC821970(NAD 83)
 HX0405_MARKER: DB = BENCH MARK DISK
 HX0405_SETTING: 66 = SET IN ROCK OUTCROP
 HX0405_SP_SET: ROCK CLIFF
 HX0405_STAMPING: K 280 1962
 HX0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0405+STABILITY: POSITION/ELEVATION WELL
 HX0405
 HX0405  HISTORY     - Date     Condition        Report By
 HX0405  HISTORY     - 1962     MONUMENTED       CGS
 HX0405
 HX0405                          STATION DESCRIPTION
 HX0405
 HX0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0405'0.5 MI SW FROM CASSITY.
 HX0405'ABOUT 0.5 MILE SOUTHWEST ALONG COUNTY ROAD 35 FROM THE CASSITY
 HX0405'METHODIST CHURCH AT CASSITY, SET VERTICALLY IN THE SOUTH FACE OF
 HX0405'A ROCK CLIFF THAT IS ABOUT 40-FOOT LONG AND 15-FOOT HIGH, 18
 HX0405'FEET WEST OF THE EAST END OF THE CLIFF, 12 FEET NORTH OF THE
 HX0405'CENTER LINE OF THE ROAD WEST, 55 FEET NORTHWEST OF THE CENTER OF A
 HX0405'Y ROAD JUNCTION, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2110 ***********************************************************************
 HW2110  DESIGNATION -  K 282
 HW2110  PID         -  HW2110
 HW2110  STATE/COUNTY-  WV/RANDOLPH
 HW2110  USGS QUAD   -  MILL CREEK (1995)
 HW2110
 HW2110                         *CURRENT SURVEY CONTROL
 HW2110  ___________________________________________________________________
 HW2110* NAD 83(1986)-  38 40 47.     (N)    079 54 14.     (W)     SCALED    
 HW2110* NAVD 88     -       977.649  (meters)    3207.50   (feet)  ADJUSTED  
 HW2110  ___________________________________________________________________
 HW2110  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HW2110  DYNAMIC HT  -         976.893 (meters)    3205.02  (feet)  COMP
 HW2110  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 HW2110
 HW2110  VERT ORDER  -  SECOND    CLASS 0
 HW2110
 HW2110.The horizontal coordinates were scaled from a topographic map and have
 HW2110.an estimated accuracy of +/- 6 seconds.
 HW2110
 HW2110.The orthometric height was determined by differential leveling
 HW2110.and adjusted by the National Geodetic Survey in June 1991..
 HW2110
 HW2110.The geoid height was determined by GEOID03.
 HW2110
 HW2110.The dynamic height is computed by dividing the NAVD 88
 HW2110.geopotential number by the normal gravity value computed on the
 HW2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2110.degrees latitude (g = 980.6199 gals.).
 HW2110
 HW2110.The modeled gravity was interpolated from observed gravity values.
 HW2110
 HW2110;                    North         East    Units  Estimated Accuracy
 HW2110;SPC WV S     -   187,000.      695,370.      MT  (+/- 180 meters Scaled)
 HW2110
 HW2110                          SUPERSEDED SURVEY CONTROL
 HW2110
 HW2110  NGVD 29 (??/??/92)  977.773  (m)         3207.91   (f) ADJ UNCH    2 0
 HW2110
 HW2110.Superseded values are not recommended for survey control.
 HW2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2110.See file dsdata.txt to determine how the superseded data were derived.
 HW2110
 HW2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC953818(NAD 83)
 HW2110_MARKER: DB = BENCH MARK DISK
 HW2110_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2110_STAMPING: K 282 1962
 HW2110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2110
 HW2110  HISTORY     - Date     Condition        Report By
 HW2110  HISTORY     - 1962     MONUMENTED       CGS
 HW2110
 HW2110                          STATION DESCRIPTION
 HW2110
 HW2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2110'14 MI N FROM CHEAT BRIDGE.
 HW2110'ABOUT 8.15 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN
 HW2110'MARYLAND RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT
 HW2110'BRIDGE, THENCE ABOUT 4.0 MILES NORTHEAST ALONG MONONGAHELA
 HW2110'NATIONAL FOREST ROAD 49, THENCE 0.5 MILE SOUTHWEST ALONG FOREST
 HW2110'SERVICE ROAD 92, THENCE 1.4 MILES NORTH ALONG A WOODS ROAD, SET
 HW2110'ON TOP OF AN EMBEDDED ROCK THAT IS ABOUT 7-BY 17-FOOT LONG AND 4
 HW2110'FEET HIGH, 16 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4
 HW2110'FEET SOUTH OF THE NORTH CORNER OF THE ROCK, ABOUT 0.1 MILE WEST
 HW2110'OF A JUNCTON OF A WOODS ROAD LEADING SOUTHEAST, AND ABOUT 3
 HW2110'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2937 ***********************************************************************
 JV2937  DESIGNATION -  K 283
 JV2937  PID         -  JV2937
 JV2937  STATE/COUNTY-  WV/BERKELEY
 JV2937  USGS QUAD   -  MARTINSBURG (1979)
 JV2937
 JV2937                         *CURRENT SURVEY CONTROL
 JV2937  ___________________________________________________________________
 JV2937* NAD 83(1986)-  39 23 49.     (N)    077 58 57.     (W)     SCALED    
 JV2937* NAVD 88     -       165.093  (meters)     541.64   (feet)  ADJUSTED  
 JV2937  ___________________________________________________________________
 JV2937  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JV2937  DYNAMIC HT  -         164.992 (meters)     541.31  (feet)  COMP
 JV2937  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 JV2937
 JV2937  VERT ORDER  -  SECOND    CLASS 0
 JV2937
 JV2937.This mark is at Eastern West Virginia Regional Shepherd Airport (MRB)
 JV2937
 JV2937.The horizontal coordinates were scaled from a topographic map and have
 JV2937.an estimated accuracy of +/- 6 seconds.
 JV2937
 JV2937.The orthometric height was determined by differential leveling
 JV2937.and adjusted by the National Geodetic Survey in June 1991..
 JV2937
 JV2937.The geoid height was determined by GEOID03.
 JV2937
 JV2937.The dynamic height is computed by dividing the NAVD 88
 JV2937.geopotential number by the normal gravity value computed on the
 JV2937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2937.degrees latitude (g = 980.6199 gals.).
 JV2937
 JV2937.The modeled gravity was interpolated from observed gravity values.
 JV2937
 JV2937;                    North         East    Units  Estimated Accuracy
 JV2937;SPC WV N     -   100,680.      730,710.      MT  (+/- 180 meters Scaled)
 JV2937
 JV2937                          SUPERSEDED SURVEY CONTROL
 JV2937
 JV2937  NGVD 29 (??/??/??)  165.255  (m)          542.17   (f) ADJUSTED    2 0
 JV2937
 JV2937.Superseded values are not recommended for survey control.
 JV2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2937.See file dsdata.txt to determine how the superseded data were derived.
 JV2937
 JV2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ431650(NAD 83)
 JV2937_MARKER: DB = BENCH MARK DISK
 JV2937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV2937_SP_SET: DOORSILL
 JV2937_STAMPING: K 283 1965
 JV2937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2937
 JV2937  HISTORY     - Date     Condition        Report By
 JV2937  HISTORY     - 1965     MONUMENTED       CGS
 JV2937  HISTORY     - 1983     GOOD             NGS
 JV2937
 JV2937                          STATION DESCRIPTION
 JV2937
 JV2937'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JV2937'1.2 MI SSW FROM GRUBBS CORNER.
 JV2937'THE MARK IS LOCATED AT THE MARTINSBURG MUNICIPAL AIRPORT.  IT
 JV2937'IS AT THE SW CORNER OF A LARGE HANGAR LOCATED APPROXIMATELY 1200
 JV2937'FEET SE OF THE ADMINISTRATION BLDG.  THE MARK IS 0.8 FT S OF
 JV2937'THE HANGAR DOOR, 3.6 FT E OF THE WEST-END ENTRANCE, AND 31.6
 JV2937'FT. E OF THE WEST-END OF THE DOOR HOUSING.  THE DISC IS EMBEDDED
 JV2937'IN THE DOORSILL.
 JV2937
 JV2937                          STATION RECOVERY (1983)
 JV2937
 JV2937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1408 ***********************************************************************
 GX1408  DESIGNATION -  K 284
 GX1408  PID         -  GX1408
 GX1408  STATE/COUNTY-  WV/MERCER
 GX1408  USGS QUAD   -  PRINCETON (1976)
 GX1408
 GX1408                         *CURRENT SURVEY CONTROL
 GX1408  ___________________________________________________________________
 GX1408* NAD 83(1986)-  37 17 57.     (N)    081 07 16.     (W)     SCALED    
 GX1408* NAVD 88     -       656.996  (meters)    2155.49   (feet)  ADJUSTED  
 GX1408  ___________________________________________________________________
 GX1408  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GX1408  DYNAMIC HT  -         656.413 (meters)    2153.58  (feet)  COMP
 GX1408  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 GX1408
 GX1408  VERT ORDER  -  FIRST     CLASS II
 GX1408
 GX1408.The horizontal coordinates were scaled from a topographic map and have
 GX1408.an estimated accuracy of +/- 6 seconds.
 GX1408
 GX1408.The orthometric height was determined by differential leveling
 GX1408.and adjusted by the National Geodetic Survey in June 1991..
 GX1408
 GX1408.The geoid height was determined by GEOID03.
 GX1408
 GX1408.The dynamic height is computed by dividing the NAVD 88
 GX1408.geopotential number by the normal gravity value computed on the
 GX1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1408.degrees latitude (g = 980.6199 gals.).
 GX1408
 GX1408.The modeled gravity was interpolated from observed gravity values.
 GX1408
 GX1408;                    North         East    Units  Estimated Accuracy
 GX1408;SPC WV S     -    33,210.      589,260.      MT  (+/- 180 meters Scaled)
 GX1408
 GX1408                          SUPERSEDED SURVEY CONTROL
 GX1408
 GX1408  NGVD 29 (??/??/92)  657.108  (m)         2155.86   (f) ADJ UNCH    1 2
 GX1408
 GX1408.Superseded values are not recommended for survey control.
 GX1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1408.See file dsdata.txt to determine how the superseded data were derived.
 GX1408
 GX1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB892280(NAD 83)
 GX1408_MARKER: DB = BENCH MARK DISK
 GX1408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1408_SP_SET: CULVERT
 GX1408_STAMPING: K 284 1965
 GX1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1408
 GX1408  HISTORY     - Date     Condition        Report By
 GX1408  HISTORY     - 1965     MONUMENTED       CGS
 GX1408  HISTORY     - 1980     GOOD             LOCSUR
 GX1408  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1408
 GX1408                          STATION DESCRIPTION
 GX1408
 GX1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1408'6 MI E FROM BLUEFIELD.
 GX1408'ABOUT 6.0 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1408'FROM THE STATION AT BLUEFIELD, ABOUT 8 RAILS WEST OF MILEPOST
 GX1408'N-357, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 GX1408'HEAD WALL FOR A 3 FOOT BOX CULVERT UNDER THE TRACK, 9.6 FEET
 GX1408'NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK AND ABOUT 2 FEET
 GX1408'BELOW THE LEVEL OF THE TRACK.
 GX1408
 GX1408                          STATION RECOVERY (1980)
 GX1408
 GX1408'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1408'RECOVERED IN GOOD CONDITION.
 GX1408
 GX1408                          STATION RECOVERY (1984)
 GX1408
 GX1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1408'NOT RECOVERED, INACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1935 ***********************************************************************
 HW1935  DESIGNATION -  K 3
 HW1935  PID         -  HW1935
 HW1935  STATE/COUNTY-  WV/POCAHONTAS
 HW1935  USGS QUAD   -  DURBIN (1995)
 HW1935
 HW1935                         *CURRENT SURVEY CONTROL
 HW1935  ___________________________________________________________________
 HW1935* NAD 83(1986)-  38 37 00.     (N)    079 48 29.     (W)     SCALED    
 HW1935* NAVD 88     -       889.537  (meters)    2918.42   (feet)  POSTED    
 HW1935  ___________________________________________________________________
 HW1935  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HW1935  DYNAMIC HT  -         888.820 (meters)    2916.07  (feet)  COMP
 HW1935  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 HW1935
 HW1935  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HW1935
 HW1935.The horizontal coordinates were scaled from a topographic map and have
 HW1935.an estimated accuracy of +/- 6 seconds.
 HW1935
 HW1935.The orthometric height was determined by differential leveling
 HW1935.and adjusted by the National Geodetic Survey in 1992..
 HW1935.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HW1935.rate of 2.1 thru 3.0 mm/km.
 HW1935
 HW1935.The geoid height was determined by GEOID03.
 HW1935
 HW1935.The dynamic height is computed by dividing the NAVD 88
 HW1935.geopotential number by the normal gravity value computed on the
 HW1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1935.degrees latitude (g = 980.6199 gals.).
 HW1935
 HW1935.The modeled gravity was interpolated from observed gravity values.
 HW1935
 HW1935;                    North         East    Units  Estimated Accuracy
 HW1935;SPC WV S     -   180,100.      703,800.      MT  (+/- 180 meters Scaled)
 HW1935
 HW1935                          SUPERSEDED SURVEY CONTROL
 HW1935
 HW1935  NGVD 29 (??/??/92)  889.611  (m)         2918.67   (f) ADJ UNCH    1 2
 HW1935
 HW1935.Superseded values are not recommended for survey control.
 HW1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1935.See file dsdata.txt to determine how the superseded data were derived.
 HW1935
 HW1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC037749(NAD 83)
 HW1935_MARKER: DB = BENCH MARK DISK
 HW1935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1935_SP_SET: BRIDGE
 HW1935_STAMPING: K 3 1934
 HW1935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1935
 HW1935  HISTORY     - Date     Condition        Report By
 HW1935  HISTORY     - 1934     MONUMENTED       CGS
 HW1935  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1935
 HW1935                          STATION DESCRIPTION
 HW1935
 HW1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1935'7.4 MI N FROM DURBIN.
 HW1935'7.4 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE UNION
 HW1935'STATION AT DURBIN, POCAHONTAS COUNTY, 0.2 MILE NORTH OF
 HW1935'MILEPOST E 40, AT A BRIDGE OVER GREENBRIER RIVER, IN THE TOP OF
 HW1935'THE SOUTH END OF THE WEST WING WALL OF THE SOUTH ABUTMENT, 4
 HW1935'YARDS EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT
 HW1935'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 3 1934.
 HW1935
 HW1935                          STATION RECOVERY (1983)
 HW1935
 HW1935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1435 ***********************************************************************
 GX1435  DESIGNATION -  K 30
 GX1435  PID         -  GX1435
 GX1435  STATE/COUNTY-  WV/MERCER
 GX1435  USGS QUAD   -  BRAMWELL (1979)
 GX1435
 GX1435                         *CURRENT SURVEY CONTROL
 GX1435  ___________________________________________________________________
 GX1435* NAD 83(1986)-  37 15 27.     (N)    081 15 26.     (W)     SCALED    
 GX1435* NAVD 88     -       744.736  (meters)    2443.35   (feet)  ADJUSTED  
 GX1435  ___________________________________________________________________
 GX1435  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GX1435  DYNAMIC HT  -         744.070 (meters)    2441.17  (feet)  COMP
 GX1435  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 GX1435
 GX1435  VERT ORDER  -  SECOND    CLASS 0
 GX1435
 GX1435.The horizontal coordinates were scaled from a topographic map and have
 GX1435.an estimated accuracy of +/- 6 seconds.
 GX1435
 GX1435.The orthometric height was determined by differential leveling
 GX1435.and adjusted by the National Geodetic Survey in June 1991..
 GX1435
 GX1435.The geoid height was determined by GEOID03.
 GX1435
 GX1435.The dynamic height is computed by dividing the NAVD 88
 GX1435.geopotential number by the normal gravity value computed on the
 GX1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1435.degrees latitude (g = 980.6199 gals.).
 GX1435
 GX1435.The modeled gravity was interpolated from observed gravity values.
 GX1435
 GX1435;                    North         East    Units  Estimated Accuracy
 GX1435;SPC WV S     -    28,610.      577,180.      MT  (+/- 180 meters Scaled)
 GX1435
 GX1435                          SUPERSEDED SURVEY CONTROL
 GX1435
 GX1435  NGVD 29 (??/??/92)  744.828  (m)         2443.66   (f) ADJ UNCH    2 0
 GX1435
 GX1435.Superseded values are not recommended for survey control.
 GX1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1435.See file dsdata.txt to determine how the superseded data were derived.
 GX1435
 GX1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB771234(NAD 83)
 GX1435_MARKER: DB = BENCH MARK DISK
 GX1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1435_STAMPING: K 30 1934
 GX1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1435+STABILITY: SURFACE MOTION
 GX1435
 GX1435  HISTORY     - Date     Condition        Report By
 GX1435  HISTORY     - 1934     MONUMENTED       CGS
 GX1435  HISTORY     - 1935     GOOD             NGS
 GX1435  HISTORY     - 1965     MARK NOT FOUND   NGS
 GX1435
 GX1435                          STATION DESCRIPTION
 GX1435
 GX1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1435'AT BLUEFIELD.
 GX1435'AT BLUEFIELD, MERCER COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GX1435'0.2 MILE WEST OF MILEPOST 365, 104 YARDS EAST OF THE WEST
 GX1435'VIRGINIA-VIRGINIA STATE LINE, AT THE WEST END OF THE RAILROAD
 GX1435'YARDS, 4 YARDS WEST OF A SEMAPHORE, AND 7 YARDS NORTH OF THE
 GX1435'CENTERLINE OF THE WESTBOUND TRACK.  A STANDARD DISK, STAMPED
 GX1435'K 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GX1435
 GX1435                          STATION RECOVERY (1965)
 GX1435
 GX1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX1435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0773 ***********************************************************************
 JW0773  DESIGNATION -  K 31
 JW0773  PID         -  JW0773
 JW0773  STATE/COUNTY-  WV/GRANT
 JW0773  USGS QUAD   -  DAVIS (1995)
 JW0773
 JW0773                         *CURRENT SURVEY CONTROL
 JW0773  ___________________________________________________________________
 JW0773* NAD 83(1986)-  39 12 24.     (N)    079 27 48.     (W)     SCALED    
 JW0773* NAVD 88     -       868.213  (meters)    2848.46   (feet)  ADJUSTED  
 JW0773  ___________________________________________________________________
 JW0773  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JW0773  DYNAMIC HT  -         867.582 (meters)    2846.39  (feet)  COMP
 JW0773  MODELED GRAV-     979,870.8   (mgal)                       NAVD 88
 JW0773
 JW0773  VERT ORDER  -  SECOND    CLASS 0
 JW0773
 JW0773.The horizontal coordinates were scaled from a topographic map and have
 JW0773.an estimated accuracy of +/- 6 seconds.
 JW0773
 JW0773.The orthometric height was determined by differential leveling
 JW0773.and adjusted by the National Geodetic Survey in June 1991..
 JW0773
 JW0773.The geoid height was determined by GEOID03.
 JW0773
 JW0773.The dynamic height is computed by dividing the NAVD 88
 JW0773.geopotential number by the normal gravity value computed on the
 JW0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0773.degrees latitude (g = 980.6199 gals.).
 JW0773
 JW0773.The modeled gravity was interpolated from observed gravity values.
 JW0773
 JW0773;                    North         East    Units  Estimated Accuracy
 JW0773;SPC WV N     -    78,450.      603,170.      MT  (+/- 180 meters Scaled)
 JW0773
 JW0773                          SUPERSEDED SURVEY CONTROL
 JW0773
 JW0773  NGVD 29 (??/??/92)  868.318  (m)         2848.81   (f) ADJ UNCH    2 0
 JW0773
 JW0773.Superseded values are not recommended for survey control.
 JW0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0773.See file dsdata.txt to determine how the superseded data were derived.
 JW0773
 JW0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD326408(NAD 83)
 JW0773_MARKER: DB = BENCH MARK DISK
 JW0773_SETTING: 80 = SET IN A BOULDER
 JW0773_SP_SET: BOULDER
 JW0773_STAMPING: K 31 1935
 JW0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0773+STABILITY: SURFACE MOTION
 JW0773
 JW0773  HISTORY     - Date     Condition        Report By
 JW0773  HISTORY     - 1935     MONUMENTED       CGS
 JW0773
 JW0773                          STATION DESCRIPTION
 JW0773
 JW0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0773'0.7 MI N FROM BEECHWOOD.
 JW0773'0.7 MILE NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE STATION
 JW0773'AT BEECHWOOD, GRANT COUNTY, 48 FEET EAST OF THE CENTERLINE OF THE
 JW0773'TRACK, IN THE TOP OF A ROCK BOULDER, AND 2 FEET BELOW THE LEVEL
 JW0773'OF THE TRACK.  A STANDARD DISK, STAMPED K 31 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2962 ***********************************************************************
 KY2962  DESIGNATION -  K 312
 KY2962  PID         -  KY2962
 KY2962  STATE/COUNTY-  WV/HANCOCK
 KY2962  USGS QUAD   -  WEIRTON (1994)
 KY2962
 KY2962                         *CURRENT SURVEY CONTROL
 KY2962  ___________________________________________________________________
 KY2962* NAD 83(1986)-  40 28 06.     (N)    080 35 31.     (W)     SCALED    
 KY2962* NAVD 88     -       208.825  (meters)     685.12   (feet)  ADJUSTED  
 KY2962  ___________________________________________________________________
 KY2962  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KY2962  DYNAMIC HT  -         208.717 (meters)     684.77  (feet)  COMP
 KY2962  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 KY2962
 KY2962  VERT ORDER  -  FIRST     CLASS II
 KY2962
 KY2962.The horizontal coordinates were scaled from a topographic map and have
 KY2962.an estimated accuracy of +/- 6 seconds.
 KY2962
 KY2962.The orthometric height was determined by differential leveling
 KY2962.and adjusted by the National Geodetic Survey in June 1991..
 KY2962
 KY2962.The geoid height was determined by GEOID03.
 KY2962
 KY2962.The dynamic height is computed by dividing the NAVD 88
 KY2962.geopotential number by the normal gravity value computed on the
 KY2962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2962.degrees latitude (g = 980.6199 gals.).
 KY2962
 KY2962.The modeled gravity was interpolated from observed gravity values.
 KY2962
 KY2962;                    North         East    Units  Estimated Accuracy
 KY2962;SPC WV N     -   219,100.      507,390.      MT  (+/- 180 meters Scaled)
 KY2962
 KY2962                          SUPERSEDED SURVEY CONTROL
 KY2962
 KY2962.No superseded survey control is available for this station.
 KY2962
 KY2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE345798(NAD 83)
 KY2962_MARKER: DB = BENCH MARK DISK
 KY2962_SETTING: 66 = SET IN ROCK OUTCROP
 KY2962_SP_SET: ROCK OUTCROP
 KY2962_STAMPING: K 312 1983
 KY2962_MARK LOGO: NGS   
 KY2962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY2962+STABILITY: POSITION/ELEVATION WELL
 KY2962
 KY2962  HISTORY     - Date     Condition        Report By
 KY2962  HISTORY     - 1983     MONUMENTED       NGS
 KY2962
 KY2962                          STATION DESCRIPTION
 KY2962
 KY2962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2962'3.4 KM (2.1 MI) SE FROM NEW CUMBERLAND.
 KY2962'3.4 KM (2.1 MI) SOUTHEAST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 KY2962'IN NEW CUMBERLAND TO THE MARK ON THE LEFT, 0.1 KM (0.05 MI) NORTHEAST
 KY2962'OF AN ABANDONED ROAD LEADING SOUTHWEST, SET VERTICALLY, 10.06 METERS
 KY2962'(33.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 KY2962'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1127 ***********************************************************************
 JW1127  DESIGNATION -  K 313
 JW1127  PID         -  JW1127
 JW1127  STATE/COUNTY-  WV/PRESTON
 JW1127  USGS QUAD   -  KINGWOOD (1976)
 JW1127
 JW1127                         *CURRENT SURVEY CONTROL
 JW1127  ___________________________________________________________________
 JW1127* NAD 83(1986)-  39 27 15.     (N)    079 37 54.     (W)     SCALED    
 JW1127* NAVD 88     -       555.467  (meters)    1822.39   (feet)  ADJUSTED  
 JW1127  ___________________________________________________________________
 JW1127  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JW1127  DYNAMIC HT  -         555.111 (meters)    1821.23  (feet)  COMP
 JW1127  MODELED GRAV-     979,967.4   (mgal)                       NAVD 88
 JW1127
 JW1127  VERT ORDER  -  FIRST     CLASS II
 JW1127
 JW1127.The horizontal coordinates were scaled from a topographic map and have
 JW1127.an estimated accuracy of +/- 6 seconds.
 JW1127
 JW1127.The orthometric height was determined by differential leveling
 JW1127.and adjusted by the National Geodetic Survey in June 1991..
 JW1127
 JW1127.The geoid height was determined by GEOID03.
 JW1127
 JW1127.The dynamic height is computed by dividing the NAVD 88
 JW1127.geopotential number by the normal gravity value computed on the
 JW1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1127.degrees latitude (g = 980.6199 gals.).
 JW1127
 JW1127.The modeled gravity was interpolated from observed gravity values.
 JW1127
 JW1127;                    North         East    Units  Estimated Accuracy
 JW1127;SPC WV N     -   105,940.      588,670.      MT  (+/- 180 meters Scaled)
 JW1127
 JW1127                          SUPERSEDED SURVEY CONTROL
 JW1127
 JW1127.No superseded survey control is available for this station.
 JW1127
 JW1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD177680(NAD 83)
 JW1127_MARKER: DB = BENCH MARK DISK
 JW1127_SETTING: 66 = SET IN ROCK OUTCROP
 JW1127_SP_SET: ROCK OUTCROP
 JW1127_STAMPING: K 313 1983
 JW1127_MARK LOGO: NGS   
 JW1127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1127+STABILITY: POSITION/ELEVATION WELL
 JW1127
 JW1127  HISTORY     - Date     Condition        Report By
 JW1127  HISTORY     - 1983     MONUMENTED       NGS
 JW1127  HISTORY     - 19951021 GOOD             USPSQD
 JW1127
 JW1127                          STATION DESCRIPTION
 JW1127
 JW1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1127'10.1 KM (6.3 MI) WEST FROM TERRA ALTA.
 JW1127'10.1 KM (6.3 MI) WEST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 JW1127'BRANDONVILLE TURNPIKE (COUNTY ROUTE 3) IN TERRA ALTA TO THE MARK ON
 JW1127'THE RIGHT, IN TOP OF THE SOUTHWEST END OF A 3.0 METER (10.0 FT) BY
 JW1127'6.1 METER (20 FT), 2.1 METERS (7 FT) HIGH EXPOSED BEDROCK,
 JW1127'15.54 METERS (51.0 FT) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JW1127'11.0 METERS (36.0 FT) NORTHWEST OF A PAVED DRIVEWAY, 12.34 METERS
 JW1127'(40.5 FT) EAST A POWER POLE.
 JW1127'THE MARK IS 0.91 M ABOVE HIGHWAY.
 JW1127
 JW1127                          STATION RECOVERY (1995)
 JW1127
 JW1127'RECOVERY NOTE BY US POWER SQUADRON 1995
 JW1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1733 ***********************************************************************
 JX1733  DESIGNATION -  K 314
 JX1733  PID         -  JX1733
 JX1733  STATE/COUNTY-  WV/WOOD
 JX1733  USGS QUAD   -  KANAWHA (1989)
 JX1733
 JX1733                         *CURRENT SURVEY CONTROL
 JX1733  ___________________________________________________________________
 JX1733* NAD 83(1986)-  39 14 31.     (N)    081 25 19.     (W)     SCALED    
 JX1733* NAVD 88     -       256.508  (meters)     841.56   (feet)  ADJUSTED  
 JX1733  ___________________________________________________________________
 JX1733  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JX1733  DYNAMIC HT  -         256.350 (meters)     841.04  (feet)  COMP
 JX1733  MODELED GRAV-     980,004.6   (mgal)                       NAVD 88
 JX1733
 JX1733  VERT ORDER  -  FIRST     CLASS II
 JX1733
 JX1733.The horizontal coordinates were scaled from a topographic map and have
 JX1733.an estimated accuracy of +/- 6 seconds.
 JX1733
 JX1733.The orthometric height was determined by differential leveling
 JX1733.and adjusted by the National Geodetic Survey in June 1991..
 JX1733
 JX1733.The geoid height was determined by GEOID03.
 JX1733
 JX1733.The dynamic height is computed by dividing the NAVD 88
 JX1733.geopotential number by the normal gravity value computed on the
 JX1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1733.degrees latitude (g = 980.6199 gals.).
 JX1733
 JX1733.The modeled gravity was interpolated from observed gravity values.
 JX1733
 JX1733;                    North         East    Units  Estimated Accuracy
 JX1733;SPC WV N     -    84,140.      434,100.      MT  (+/- 180 meters Scaled)
 JX1733
 JX1733                          SUPERSEDED SURVEY CONTROL
 JX1733
 JX1733.No superseded survey control is available for this station.
 JX1733
 JX1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD635437(NAD 83)
 JX1733_MARKER: DB = BENCH MARK DISK
 JX1733_SETTING: 66 = SET IN ROCK OUTCROP
 JX1733_SP_SET: ROCK OUTCROP
 JX1733_STAMPING: K 314 1983
 JX1733_MARK LOGO: NGS   
 JX1733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1733+STABILITY: POSITION/ELEVATION WELL
 JX1733
 JX1733  HISTORY     - Date     Condition        Report By
 JX1733  HISTORY     - 1983     MONUMENTED       NGS
 JX1733
 JX1733                          STATION DESCRIPTION
 JX1733
 JX1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1733'8.7 KM (5.45 MI) EAST FROM PARKERSBURG.
 JX1733'8.7 KM (5.45 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1733'INTERSTATE 77 IN PARKERSBURG TO THE MARK ON THE LEFT, AT A POWER LINE
 JX1733'AND CABLE CROSSING THE HIGHWAY, 13.7 METERS (45.0 FT) NORTH OF THE
 JX1733'CENTERLINE OF THE WESTBOUND LANE OF THE HIGHWAY.
 JX1733'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 JX1733'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1797 ***********************************************************************
 JX1797  DESIGNATION -  K 315
 JX1797  PID         -  JX1797
 JX1797  STATE/COUNTY-  WV/MARION
 JX1797  USGS QUAD   -  FAIRMONT EAST (1976)
 JX1797
 JX1797                         *CURRENT SURVEY CONTROL
 JX1797  ___________________________________________________________________
 JX1797* NAD 83(1986)-  39 25 53.     (N)    080 05 23.     (W)     SCALED    
 JX1797* NAVD 88     -       440.986  (meters)    1446.80   (feet)  ADJUSTED  
 JX1797  ___________________________________________________________________
 JX1797  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JX1797  DYNAMIC HT  -         440.710 (meters)    1445.90  (feet)  COMP
 JX1797  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 JX1797
 JX1797  VERT ORDER  -  FIRST     CLASS II
 JX1797
 JX1797.The horizontal coordinates were scaled from a topographic map and have
 JX1797.an estimated accuracy of +/- 6 seconds.
 JX1797
 JX1797.The orthometric height was determined by differential leveling
 JX1797.and adjusted by the National Geodetic Survey in June 1991..
 JX1797
 JX1797.The geoid height was determined by GEOID03.
 JX1797
 JX1797.The dynamic height is computed by dividing the NAVD 88
 JX1797.geopotential number by the normal gravity value computed on the
 JX1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1797.degrees latitude (g = 980.6199 gals.).
 JX1797
 JX1797.The modeled gravity was interpolated from observed gravity values.
 JX1797
 JX1797;                    North         East    Units  Estimated Accuracy
 JX1797;SPC WV N     -   103,570.      549,230.      MT  (+/- 180 meters Scaled)
 JX1797
 JX1797                          SUPERSEDED SURVEY CONTROL
 JX1797
 JX1797.No superseded survey control is available for this station.
 JX1797
 JX1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND783650(NAD 83)
 JX1797_MARKER: I = METAL ROD
 JX1797_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1797_SP_SET: STAINLESS STEEL ROD
 JX1797_STAMPING: K 315 1983
 JX1797_MARK LOGO: NGS   
 JX1797_PROJECTION: FLUSH
 JX1797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1797_ROD/PIPE-DEPTH: 5.5  meters
 JX1797
 JX1797  HISTORY     - Date     Condition        Report By
 JX1797  HISTORY     - 1983     MONUMENTED       NGS
 JX1797
 JX1797                          STATION DESCRIPTION
 JX1797
 JX1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1797'6.6 KM (4.1 MI) SOUTH FROM FAIRMONT.
 JX1797'6.6 KM (4.1 MI) SOUTH ALONG STATE HIGHWAY 310 FROM THE INTERSTATE 79
 JX1797'NORTHEASTBOUND OVERPASS BRIDGE IN FAIRMONT TO THE MARK ON THE LEFT, AT
 JX1797'THE NORTHWEST CORNER OF A SINGLE STORY FRAME HOUSE OWNED AT THIS TIME
 JX1797'BY MR. VICENT GARNET, BOX 401 HIGHWAY 310, 10.21 METERS (33.5 FT) EAST
 JX1797'OF THE CENTERLINE OF THE HIGHWAY, 4.72 METERS (15.5 FT) SOUTHEAST OF
 JX1797'POWER POLE 1B3-275, 0.61 METER (2.0 FT) NORTHWEST OF THE NORTHWEST
 JX1797'CORNER OF THE HOUSE.
 JX1797'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1685 ***********************************************************************
 JX1685  DESIGNATION -  K 316
 JX1685  PID         -  JX1685
 JX1685  STATE/COUNTY-  WV/MARSHALL
 JX1685  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX1685
 JX1685                         *CURRENT SURVEY CONTROL
 JX1685  ___________________________________________________________________
 JX1685* NAD 83(1986)-  39 44 19.     (N)    080 50 26.     (W)     SCALED    
 JX1685* NAVD 88     -       199.463  (meters)     654.40   (feet)  ADJUSTED  
 JX1685  ___________________________________________________________________
 JX1685  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JX1685  DYNAMIC HT  -         199.350 (meters)     654.03  (feet)  COMP
 JX1685  MODELED GRAV-     980,054.6   (mgal)                       NAVD 88
 JX1685
 JX1685  VERT ORDER  -  FIRST     CLASS II
 JX1685
 JX1685.The horizontal coordinates were scaled from a topographic map and have
 JX1685.an estimated accuracy of +/- 6 seconds.
 JX1685
 JX1685.The orthometric height was determined by differential leveling
 JX1685.and adjusted by the National Geodetic Survey in June 1991..
 JX1685
 JX1685.The geoid height was determined by GEOID03.
 JX1685
 JX1685.The dynamic height is computed by dividing the NAVD 88
 JX1685.geopotential number by the normal gravity value computed on the
 JX1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1685.degrees latitude (g = 980.6199 gals.).
 JX1685
 JX1685.The modeled gravity was interpolated from observed gravity values.
 JX1685
 JX1685;                    North         East    Units  Estimated Accuracy
 JX1685;SPC WV N     -   138,370.      485,100.      MT  (+/- 180 meters Scaled)
 JX1685
 JX1685                          SUPERSEDED SURVEY CONTROL
 JX1685
 JX1685.No superseded survey control is available for this station.
 JX1685
 JX1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND136987(NAD 83)
 JX1685_MARKER: I = METAL ROD
 JX1685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1685_SP_SET: STAINLESS STEEL ROD
 JX1685_STAMPING: K 316 1983
 JX1685_MARK LOGO: NGS   
 JX1685_PROJECTION: FLUSH
 JX1685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1685_ROD/PIPE-DEPTH: 8.4  meters
 JX1685
 JX1685  HISTORY     - Date     Condition        Report By
 JX1685  HISTORY     - 1983     MONUMENTED       NGS
 JX1685
 JX1685                          STATION DESCRIPTION
 JX1685
 JX1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1685'IN NATRIUM.
 JX1685'IN NATRIUM, ALONG STATE HIGHWAY 2 TO THE SOUTHEAST EDGE OF NATRIUM, AT
 JX1685'THE PPG INDUSTRIES CONSTRUCTION CONTRACTORS ENTRANCE, 20.73 METERS
 JX1685'(68.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.08 METERS
 JX1685'(26.5 FT) NORTHWEST OF THE ENTANCE DRIVE, 2.53 METERS (8.3 FT)
 JX1685'SOUTHWEST OF A UTILITY POLE WITH A STREET LAMP.
 JX1685'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1108 ***********************************************************************
 JW1108  DESIGNATION -  K 317
 JW1108  PID         -  JW1108
 JW1108  STATE/COUNTY-  WV/PRESTON
 JW1108  USGS QUAD   -  FELLOWSVILLE (1976)
 JW1108
 JW1108                         *CURRENT SURVEY CONTROL
 JW1108  ___________________________________________________________________
 JW1108* NAD 83(1986)-  39 19 47.     (N)    079 49 32.     (W)     SCALED    
 JW1108* NAVD 88     -       418.344  (meters)    1372.52   (feet)  ADJUSTED  
 JW1108  ___________________________________________________________________
 JW1108  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JW1108  DYNAMIC HT  -         418.077 (meters)    1371.64  (feet)  COMP
 JW1108  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 JW1108
 JW1108  VERT ORDER  -  FIRST     CLASS II
 JW1108
 JW1108.The horizontal coordinates were scaled from a topographic map and have
 JW1108.an estimated accuracy of +/- 6 seconds.
 JW1108
 JW1108.The orthometric height was determined by differential leveling
 JW1108.and adjusted by the National Geodetic Survey in June 1991..
 JW1108
 JW1108.The geoid height was determined by GEOID03.
 JW1108
 JW1108.The dynamic height is computed by dividing the NAVD 88
 JW1108.geopotential number by the normal gravity value computed on the
 JW1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1108.degrees latitude (g = 980.6199 gals.).
 JW1108
 JW1108.The modeled gravity was interpolated from observed gravity values.
 JW1108
 JW1108;                    North         East    Units  Estimated Accuracy
 JW1108;SPC WV N     -    92,160.      571,930.      MT  (+/- 180 meters Scaled)
 JW1108
 JW1108                          SUPERSEDED SURVEY CONTROL
 JW1108
 JW1108.No superseded survey control is available for this station.
 JW1108
 JW1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD012540(NAD 83)
 JW1108_MARKER: DB = BENCH MARK DISK
 JW1108_SETTING: 66 = SET IN ROCK OUTCROP
 JW1108_SP_SET: ROCK OUTCROP
 JW1108_STAMPING: K 317 1983
 JW1108_MARK LOGO: NGS   
 JW1108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1108+STABILITY: POSITION/ELEVATION WELL
 JW1108
 JW1108  HISTORY     - Date     Condition        Report By
 JW1108  HISTORY     - 1983     MONUMENTED       NGS
 JW1108
 JW1108                          STATION DESCRIPTION
 JW1108
 JW1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1108'20.8 KM (13.0 MI) SW FROM ROWLESBURG.
 JW1108'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1108'ELEMENTARY SCHOOL IN ROWLESBURG, THENCE 16.0 KM (10.0 MI) WEST ALONG
 JW1108'U.S. HIGHWAY 50 TO THE MARK ON THE RIGHT, AT THE EAST END OF THE
 JW1108'PROPERTY OF THE UNITED METHODIST CHURCH, IN TOP OF A ROCK CUT, 0.1 KM
 JW1108'(0.05 MI) WEST OF THE JUNCTION OF STATE HIGHWAY 26 NORTH, 6.10 METERS
 JW1108'(20.0 FT) NORTH OF THE JUNCTION OF THE HIGHWAY, 22.8 METERS (74.7 FT)
 JW1108'EAST OF THE SOUTHEAST CORNER OF THE BOTTOM CONCRETE STEP LEADING UP TO
 JW1108'THE EAST SIDEWALK OF THE CHURCH, 1.82 METERS (6.0 FT) NORTHWEST OF A
 JW1108'HIGHWAY SIGN.
 JW1108'THE MARK IS 0.60 METERS  NE FROM A WITNESS POST.
 JW1108'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1757 ***********************************************************************
 JX1757  DESIGNATION -  K 319
 JX1757  PID         -  JX1757
 JX1757  STATE/COUNTY-  WV/DODDRIDGE
 JX1757  USGS QUAD   -  WEST UNION (1987)
 JX1757
 JX1757                         *CURRENT SURVEY CONTROL
 JX1757  ___________________________________________________________________
 JX1757* NAD 83(1986)-  39 16 42.     (N)    080 47 03.     (W)     SCALED    
 JX1757* NAVD 88     -       338.566  (meters)    1110.78   (feet)  ADJUSTED  
 JX1757  ___________________________________________________________________
 JX1757  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JX1757  DYNAMIC HT  -         338.357 (meters)    1110.09  (feet)  COMP
 JX1757  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 JX1757
 JX1757  VERT ORDER  -  FIRST     CLASS II
 JX1757
 JX1757.The horizontal coordinates were scaled from a topographic map and have
 JX1757.an estimated accuracy of +/- 6 seconds.
 JX1757
 JX1757.The orthometric height was determined by differential leveling
 JX1757.and adjusted by the National Geodetic Survey in June 1991..
 JX1757
 JX1757.The geoid height was determined by GEOID03.
 JX1757
 JX1757.The dynamic height is computed by dividing the NAVD 88
 JX1757.geopotential number by the normal gravity value computed on the
 JX1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1757.degrees latitude (g = 980.6199 gals.).
 JX1757
 JX1757.The modeled gravity was interpolated from observed gravity values.
 JX1757
 JX1757;                    North         East    Units  Estimated Accuracy
 JX1757;SPC WV N     -    87,200.      489,200.      MT  (+/- 180 meters Scaled)
 JX1757
 JX1757                          SUPERSEDED SURVEY CONTROL
 JX1757
 JX1757.No superseded survey control is available for this station.
 JX1757
 JX1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND186476(NAD 83)
 JX1757_MARKER: DB = BENCH MARK DISK
 JX1757_SETTING: 66 = SET IN ROCK OUTCROP
 JX1757_SP_SET: ROCK OUTCROP
 JX1757_STAMPING: K 319 1983
 JX1757_MARK LOGO: NGS   
 JX1757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1757+STABILITY: POSITION/ELEVATION WELL
 JX1757
 JX1757  HISTORY     - Date     Condition        Report By
 JX1757  HISTORY     - 1983     MONUMENTED       NGS
 JX1757
 JX1757                          STATION DESCRIPTION
 JX1757
 JX1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1757'1.9 KM (1.2 MI) WEST FROM WEST UNION.
 JX1757'1.9 KM (1.2 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1757'HIGHWAY 18 AT THE SOUTH EDGE OF WEST UNION TO THE MARK ON THE LEFT,
 JX1757'13.1 METERS (43.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 JX1757'THE HIGHWAY.
 JX1757'THE MARK IS 0.60 METERS  E FROM A WITNESS POST.
 JX1757'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0718 ***********************************************************************
 JW0718  DESIGNATION -  K 32
 JW0718  PID         -  JW0718
 JW0718  STATE/COUNTY-  WV/GRANT
 JW0718  USGS QUAD   -  GREENLAND GAP (1981)
 JW0718
 JW0718                         *CURRENT SURVEY CONTROL
 JW0718  ___________________________________________________________________
 JW0718* NAD 83(1986)-  39 11 55.     (N)    079 11 45.     (W)     SCALED    
 JW0718* NAVD 88     -       699.713  (meters)    2295.64   (feet)  ADJUSTED  
 JW0718  ___________________________________________________________________
 JW0718  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JW0718  DYNAMIC HT  -         699.224 (meters)    2294.04  (feet)  COMP
 JW0718  MODELED GRAV-     979,904.4   (mgal)                       NAVD 88
 JW0718
 JW0718  VERT ORDER  -  SECOND    CLASS 0
 JW0718
 JW0718.The horizontal coordinates were scaled from a topographic map and have
 JW0718.an estimated accuracy of +/- 6 seconds.
 JW0718
 JW0718.The orthometric height was determined by differential leveling
 JW0718.and adjusted by the National Geodetic Survey in June 1991..
 JW0718.WARNING-Repeat measurements at this control monument indicate possible
 JW0718.vertical movement.
 JW0718
 JW0718.The geoid height was determined by GEOID03.
 JW0718
 JW0718.The dynamic height is computed by dividing the NAVD 88
 JW0718.geopotential number by the normal gravity value computed on the
 JW0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0718.degrees latitude (g = 980.6199 gals.).
 JW0718
 JW0718.The modeled gravity was interpolated from observed gravity values.
 JW0718
 JW0718;                    North         East    Units  Estimated Accuracy
 JW0718;SPC WV N     -    77,600.      626,270.      MT  (+/- 180 meters Scaled)
 JW0718
 JW0718                          SUPERSEDED SURVEY CONTROL
 JW0718
 JW0718  NGVD 29 (??/??/92)  699.838  (m)         2296.05   (f) ADJ UNCH    2 0
 JW0718
 JW0718.Superseded values are not recommended for survey control.
 JW0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0718.See file dsdata.txt to determine how the superseded data were derived.
 JW0718
 JW0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD557403(NAD 83)
 JW0718_MARKER: DB = BENCH MARK DISK
 JW0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0718_SP_SET: CULVERT
 JW0718_STAMPING: K 32 1935
 JW0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0718
 JW0718  HISTORY     - Date     Condition        Report By
 JW0718  HISTORY     - 1935     MONUMENTED       CGS
 JW0718  HISTORY     - 1962     GOOD             NGS
 JW0718
 JW0718                          STATION DESCRIPTION
 JW0718
 JW0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0718'6.3 MI SE FROM MOUNT STORM.
 JW0718'ABOUT 6.3 MILES SOUTHEAST ALONG STATE HIGHWAY 42 FROM THE
 JW0718'JUNCTION WITH U.S. HIGHWAY 50 AT MOUNT STORM, GRANT COUNTY, ABOUT
 JW0718'250 FEET NORTH OF A RIGHT-ANGLE CURVE, AT THE SOUTH SLOPE OF A
 JW0718'LONG GRADE, 3 FEET NORTH OF A CURVE SIGN, AT CULVERT 2479, IN THE
 JW0718'CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL, 13.5 FEET
 JW0718'NORTH OF THE CENTER LINE OF THE HIGHWAY, 7.0 FEET WEST OF A WHITE
 JW0718'WOODEN POST STENCILD U.S.B.M., AND ABOUT LEVEL WITH THE HIGHWAY.
 JW0718'A STANDARD DISK, STAMPED K 32 1935.
 JW0718
 JW0718                          STATION RECOVERY (1962)
 JW0718
 JW0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JW0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1780 ***********************************************************************
 JX1780  DESIGNATION -  K 320
 JX1780  PID         -  JX1780
 JX1780  STATE/COUNTY-  WV/TAYLOR
 JX1780  USGS QUAD   -  GRAFTON (1976)
 JX1780
 JX1780                         *CURRENT SURVEY CONTROL
 JX1780  ___________________________________________________________________
 JX1780* NAD 83(1986)-  39 19 28.     (N)    080 06 57.     (W)     SCALED    
 JX1780* NAVD 88     -       338.134  (meters)    1109.36   (feet)  ADJUSTED  
 JX1780  ___________________________________________________________________
 JX1780  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JX1780  DYNAMIC HT  -         337.920 (meters)    1108.66  (feet)  COMP
 JX1780  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JX1780
 JX1780  VERT ORDER  -  FIRST     CLASS II
 JX1780
 JX1780.The horizontal coordinates were scaled from a topographic map and have
 JX1780.an estimated accuracy of +/- 6 seconds.
 JX1780
 JX1780.The orthometric height was determined by differential leveling
 JX1780.and adjusted by the National Geodetic Survey in June 1991..
 JX1780
 JX1780.The geoid height was determined by GEOID03.
 JX1780
 JX1780.The dynamic height is computed by dividing the NAVD 88
 JX1780.geopotential number by the normal gravity value computed on the
 JX1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1780.degrees latitude (g = 980.6199 gals.).
 JX1780
 JX1780.The modeled gravity was interpolated from observed gravity values.
 JX1780
 JX1780;                    North         East    Units  Estimated Accuracy
 JX1780;SPC WV N     -    91,710.      546,900.      MT  (+/- 180 meters Scaled)
 JX1780
 JX1780                          SUPERSEDED SURVEY CONTROL
 JX1780
 JX1780.No superseded survey control is available for this station.
 JX1780
 JX1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND762531(NAD 83)
 JX1780_MARKER: DB = BENCH MARK DISK
 JX1780_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1780_SP_SET: ABUTMENT
 JX1780_STAMPING: K 320 1983
 JX1780_MARK LOGO: NGS   
 JX1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1780+STABILITY: SURFACE MOTION
 JX1780
 JX1780  HISTORY     - Date     Condition        Report By
 JX1780  HISTORY     - 1983     MONUMENTED       NGS
 JX1780
 JX1780                          STATION DESCRIPTION
 JX1780
 JX1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1780'7.7 KM (4.8 MI) WEST FROM GRAFTON.
 JX1780'7.7 KM (4.8 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE BRIDGE OVER TYGART
 JX1780'RIVER IN GRAFTON TO THE MARK ON THE LEFT, IN THE SOUTHWEST ABUTMENT OF
 JX1780'THE HIGHWAY BRIDGE OVER LOST RUN, 5.9 METERS (19.5 FT) SOUTHWEST OF
 JX1780'THE CENTERLINE OF THE HIGHWAY.
 JX1780'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1818 ***********************************************************************
 JX1818  DESIGNATION -  K 322
 JX1818  PID         -  JX1818
 JX1818  STATE/COUNTY-  WV/BARBOUR
 JX1818  USGS QUAD   -  PHILIPPI (1977)
 JX1818
 JX1818                         *CURRENT SURVEY CONTROL
 JX1818  ___________________________________________________________________
 JX1818* NAD 83(1986)-  39 09 33.     (N)    080 02 49.     (W)     SCALED    
 JX1818* NAVD 88     -       453.606  (meters)    1488.21   (feet)  ADJUSTED  
 JX1818  ___________________________________________________________________
 JX1818  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JX1818  DYNAMIC HT  -         453.310 (meters)    1487.23  (feet)  COMP
 JX1818  MODELED GRAV-     979,962.9   (mgal)                       NAVD 88
 JX1818
 JX1818  VERT ORDER  -  FIRST     CLASS II
 JX1818
 JX1818.The horizontal coordinates were scaled from a topographic map and have
 JX1818.an estimated accuracy of +/- 6 seconds.
 JX1818
 JX1818.The orthometric height was determined by differential leveling
 JX1818.and adjusted by the National Geodetic Survey in June 1991..
 JX1818
 JX1818.The geoid height was determined by GEOID03.
 JX1818
 JX1818.The dynamic height is computed by dividing the NAVD 88
 JX1818.geopotential number by the normal gravity value computed on the
 JX1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1818.degrees latitude (g = 980.6199 gals.).
 JX1818
 JX1818.The modeled gravity was interpolated from observed gravity values.
 JX1818
 JX1818;                    North         East    Units  Estimated Accuracy
 JX1818;SPC WV N     -    73,320.      552,730.      MT  (+/- 180 meters Scaled)
 JX1818
 JX1818                          SUPERSEDED SURVEY CONTROL
 JX1818
 JX1818.No superseded survey control is available for this station.
 JX1818
 JX1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND823348(NAD 83)
 JX1818_MARKER: DB = BENCH MARK DISK
 JX1818_SETTING: 66 = SET IN ROCK OUTCROP
 JX1818_SP_SET: ROCK OUTCROP
 JX1818_STAMPING: K 322 1983
 JX1818_MARK LOGO: NGS   
 JX1818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1818+STABILITY: POSITION/ELEVATION WELL
 JX1818
 JX1818  HISTORY     - Date     Condition        Report By
 JX1818  HISTORY     - 1983     MONUMENTED       NGS
 JX1818
 JX1818                          STATION DESCRIPTION
 JX1818
 JX1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1818'1.4 KM (0.9 MI) NORTH FROM PHILIPPI.
 JX1818'1.4 KM (0.9 MI) NORTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JX1818'PHILIPPI TO A SMALL ROADSIDE PARK AND THE MARK ON THE LEFT, IN TOP OF
 JX1818'THE NORTH END OF A ROCK CUT, AT THE NORTH END OF THE PARK ALONG THE
 JX1818'DITCH LINE, 10.06 METERS (33.0 FT) WEST OF THE CENTERLINE OF THE
 JX1818'HIGHWAY, 8.78 METERS (28.8 FT) NORTH-NORTHEAST OF THE METAL SUPPORT
 JX1818'POST OF A WEST VIRGINIA HISTORIC COMMISSION PLAQUE MARKING THE BIRTH
 JX1818'PLACE OF W.D. ZINN.
 JX1818'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1714 ***********************************************************************
 JX1714  FBN         -  This is a Federal Base Network Control Station.
 JX1714  DESIGNATION -  K 323
 JX1714  PID         -  JX1714
 JX1714  STATE/COUNTY-  WV/WOOD
 JX1714  USGS QUAD   -  VALLEY MILLS (1994)
 JX1714
 JX1714                         *CURRENT SURVEY CONTROL
 JX1714  ___________________________________________________________________
 JX1714* NAD 83(1995)-  39 20 01.04005(N)    081 25 30.44740(W)     ADJUSTED  
 JX1714* NAVD 88     -       243.090  (meters)     797.54   (feet)  ADJUSTED  
 JX1714  ___________________________________________________________________
 JX1714  EPOCH DATE  -        1995.00
 JX1714  X           -     736,577.042 (meters)                     COMP
 JX1714  Y           -  -4,884,875.190 (meters)                     COMP
 JX1714  Z           -   4,021,165.568 (meters)                     COMP
 JX1714  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 JX1714  ELLIP HEIGHT-         208.90  (meters)          (04/23/01) GPS OBS
 JX1714  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JX1714  DYNAMIC HT  -         242.941 (meters)     797.05  (feet)  COMP
 JX1714  MODELED GRAV-     980,006.8   (mgal)                       NAVD 88
 JX1714
 JX1714  HORZ ORDER  -  A
 JX1714  VERT ORDER  -  FIRST     CLASS II
 JX1714  ELLP ORDER  -  FOURTH    CLASS I
 JX1714
 JX1714.The horizontal coordinates were established by GPS observations
 JX1714.and adjusted by the National Geodetic Survey in December 1995..
 JX1714.The horizontal coordinates are valid at the epoch date displayed above.
 JX1714.The epoch date for horizontal control is a decimal equivalence
 JX1714.of Year/Month/Day.
 JX1714
 JX1714.The orthometric height was determined by differential leveling
 JX1714.and adjusted by the National Geodetic Survey in June 1991..
 JX1714
 JX1714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX1714
 JX1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1714
 JX1714.The ellipsoidal height was determined by GPS observations
 JX1714.and is referenced to NAD 83.
 JX1714
 JX1714.The geoid height was determined by GEOID03.
 JX1714
 JX1714.The dynamic height is computed by dividing the NAVD 88
 JX1714.geopotential number by the normal gravity value computed on the
 JX1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1714.degrees latitude (g = 980.6199 gals.).
 JX1714
 JX1714.The modeled gravity was interpolated from observed gravity values.
 JX1714
 JX1714;                    North         East     Units Scale Factor Converg.
 JX1714;SPC WV N     -    94,324.261   434,039.783   MT  0.99995369   -1 13 40.1
 JX1714;UTM  17      - 4,353,886.220   463,361.176   MT  0.99961653   -0 16 10.1
 JX1714
 JX1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1714!SPC WV N     -   0.99996723  x   0.99995369  =   0.99992092
 JX1714!UTM  17      -   0.99996723  x   0.99961653  =   0.99958377
 JX1714
 JX1714                          SUPERSEDED SURVEY CONTROL
 JX1714
 JX1714  ELLIP H (12/01/95)  208.89   (m)                       GP(1995.00) 2 2
 JX1714  NAVD 88 (12/01/95)  243.09   (m)          797.5    (f) LEVELING    3  
 JX1714
 JX1714.Superseded values are not recommended for survey control.
 JX1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1714.See file dsdata.txt to determine how the superseded data were derived.
 JX1714
 JX1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6336153886(NAD 83)
 JX1714_MARKER: I = METAL ROD
 JX1714_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1714_SP_SET: STAINLESS STEEL ROD
 JX1714_STAMPING: K 323 1983
 JX1714_MARK LOGO: NGS   
 JX1714_PROJECTION: FLUSH
 JX1714_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX1714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1714+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004
 JX1714_ROD/PIPE-DEPTH: 6.80 meters
 JX1714
 JX1714  HISTORY     - Date     Condition        Report By
 JX1714  HISTORY     - 1983     MONUMENTED       NGS
 JX1714  HISTORY     - 19950712 GOOD             NGS
 JX1714  HISTORY     - 19950718 GOOD             OHDT
 JX1714  HISTORY     - 19950809 GOOD             NGS
 JX1714  HISTORY     - 20000223 GOOD             NGS
 JX1714  HISTORY     - 20040518 GOOD             NGS
 JX1714  HISTORY     - 20040831 GOOD             JCLS
 JX1714
 JX1714                          STATION DESCRIPTION
 JX1714
 JX1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1714'4.3 KM (2.7 MI) SW FROM WAVERLY.
 JX1714'0.1 KM (0.05 MI) SOUTH ALONG WAVERLY STREET FROM THE POST OFFICE IN
 JX1714'WAVERLY, THENCE 4.2 KM (2.65 MI) SOUTHWEST ALONG STATE HIGHWAY 2 TO
 JX1714'THE JUNCTION OF STATE HIGHWAY 31 NORTH AND THE MARK ON THE RIGHT,
 JX1714'14.17 METERS (46.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 JX1714'HIGHWAY, 12.80 METERS (42.0 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY
 JX1714'31, 1.13 METERS (3.7 FT) SOUTH-SOUTHWEST OF THE BASE OF A SIGN
 JX1714'(MINI-GIANT).
 JX1714'THE MARK IS 0.18 M ABOVE HIGHWAY 2.
 JX1714
 JX1714                          STATION RECOVERY (1995)
 JX1714
 JX1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JX1714'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTHEAST OF PARKERSBURG,
 JX1714'7 KM (4.35 MI) SOUTH OF THE OHIO RIVER, 2 KM (1.25 MI) EAST OF
 JX1714'INTERSTATE HIGHWAY 77, IN A SMALL GRASS ISLAND ADJACENT TO A GAS
 JX1714'STATION, IN THE NORTHWEST QUADRANT OF THE JUNCTION OF STATE HIGHWAYS 2
 JX1714'AND 31.  OWNERSHIP--WEST VIRGINIA DEPARTMENT OF TRANSPORTATION.  TO
 JX1714'REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 77 AND
 JX1714'STATE HIGHWAY 2 (EXIT 179) ABOUT 4 KM (2.50 MI) NORTH OF PARKERSBURG,
 JX1714'GO EAST AND NORTHEAST ON HIGHWAY 2 FOR 5.2 KM (3.25 MI) TO THE
 JX1714'JUNCTION OF STATE HIGHWAY 31 ON THE LEFT AND THE STATION ON THE LEFT.
 JX1714'LOCATED 12.3 M (40.4 FT) NORTH-NORTHWEST OF THE CENTER OF HIGHWAY 2,
 JX1714'10.3 M (33.8 FT) WEST OF THE CENTER OF HIGHWAY 31 AND 0.25 M (0.82 FT)
 JX1714'SOUTH OF A FIBERGLASS WITNESS POST.  ROD IS RECESSED 3 CM BELOW
 JX1714'GROUND.
 JX1714
 JX1714                          STATION RECOVERY (1995)
 JX1714
 JX1714'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CWP)
 JX1714'RECOVERED AS DESCRIBED.
 JX1714
 JX1714                          STATION RECOVERY (1995)
 JX1714
 JX1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JX1714'LOCATED ABOUT 8 MI (12.9 KM) NORTHEAST OF PARKERSBURG, 6 MI (9.7 KM)
 JX1714'SOUTH OF MARIETTA, SET FLUSH IN A GRASS ISLAND IN FRONT OF A
 JX1714'CONVENIENCE STORE AT THE JUNCTION OF STATE ROUTE 2 AND STATE ROUTE 31.
 JX1714'THE PROPERTY IS OWNED BY MR HAROLD WILKES, TELEPHONE 304-428-4047.  HE
 JX1714'SAID IT WOULD NOT BE NECESSARY TO GIVE ADVANCE NOTICE WHEN PLANNING TO
 JX1714'USE THE STATION.  TO REACH FROM THE JUNCTION OF INTERSTATE 77 (EXIT
 JX1714'179) AND STATE ROUTE 2, ABOUT 7 MI (11.3 KM) SOUTH OF MARIETTA, GO
 JX1714'EAST 3.1 MI (5.0 KM) ON ROUTE 2 TO THE JUNCTION WITH STATE ROUTE 31
 JX1714'NORTH AND THE STATION ON THE LEFT IN FRONT OF THE MINI-GIANT STORE AND
 JX1714'CHEVRON GAS STATION.  THE MARK IS 34 FT (10.4 M) WEST OF THE CENTER OF
 JX1714'ROUTE 31, 48.5 FT (14.8 M) NORTH OF THE CENTER OF ROUTE 2, 8.3 FT (2.5
 JX1714'M) WEST OF A STOP SIGN, 98.0 FT (29.9 M) SOUTH OF THE NORTHEAST CORNER
 JX1714'OF THE STORE, AND 59.9 FT (18.3 M) SOUTHEAST OF THE SOUTH CORNER OF
 JX1714'THE STORE.
 JX1714
 JX1714                          STATION RECOVERY (2000)
 JX1714
 JX1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 JX1714'RECOVERED AS DESCRIBED.  ADD MEASUREMENT OF 1.3 M (4.3 FT)
 JX1714'NORTHWEST OF A SIGN - WEST BANCO MAC AUTOMATED TELLER INSIDE.
 JX1714
 JX1714                          STATION RECOVERY (2004)
 JX1714
 JX1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 JX1714'RECOVERED AS DESCRIBED.
 JX1714
 JX1714                          STATION RECOVERY (2004)
 JX1714
 JX1714'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 JX1714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3211 ***********************************************************************
 HW3211  DESIGNATION -  K 324
 HW3211  PID         -  HW3211
 HW3211  STATE/COUNTY-  WV/RANDOLPH
 HW3211  USGS QUAD   -  BEVERLY WEST (1995)
 HW3211
 HW3211                         *CURRENT SURVEY CONTROL
 HW3211  ___________________________________________________________________
 HW3211* NAD 83(1986)-  38 48 01.     (N)    079 53 37.     (W)     SCALED    
 HW3211* NAVD 88     -       600.340  (meters)    1969.62   (feet)  ADJUSTED  
 HW3211  ___________________________________________________________________
 HW3211  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HW3211  DYNAMIC HT  -         599.905 (meters)    1968.19  (feet)  COMP
 HW3211  MODELED GRAV-     979,884.1   (mgal)                       NAVD 88
 HW3211
 HW3211  VERT ORDER  -  FIRST     CLASS II
 HW3211
 HW3211.The horizontal coordinates were scaled from a topographic map and have
 HW3211.an estimated accuracy of +/- 6 seconds.
 HW3211
 HW3211.The orthometric height was determined by differential leveling
 HW3211.and adjusted by the National Geodetic Survey in June 1991..
 HW3211
 HW3211.The geoid height was determined by GEOID03.
 HW3211
 HW3211.The dynamic height is computed by dividing the NAVD 88
 HW3211.geopotential number by the normal gravity value computed on the
 HW3211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3211.degrees latitude (g = 980.6199 gals.).
 HW3211
 HW3211.The modeled gravity was interpolated from observed gravity values.
 HW3211
 HW3211;                    North         East    Units  Estimated Accuracy
 HW3211;SPC WV S     -   200,390.      696,110.      MT  (+/- 180 meters Scaled)
 HW3211
 HW3211                          SUPERSEDED SURVEY CONTROL
 HW3211
 HW3211.No superseded survey control is available for this station.
 HW3211
 HW3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC960951(NAD 83)
 HW3211_MARKER: I = METAL ROD
 HW3211_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HW3211_SP_SET: STAINLESS STEEL ROD
 HW3211_STAMPING: K 324 1983
 HW3211_MARK LOGO: NGS   
 HW3211_PROJECTION: FLUSH
 HW3211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3211_ROD/PIPE-DEPTH: 5.0  meters
 HW3211
 HW3211  HISTORY     - Date     Condition        Report By
 HW3211  HISTORY     - 1983     MONUMENTED       NGS
 HW3211
 HW3211                          STATION DESCRIPTION
 HW3211
 HW3211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3211'0.7 KM (0.45 MI) NORTH FROM DAILEY.
 HW3211'0.7 KM (0.45 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 HW3211'DAILEY TO THE MARK ON THE LEFT, 9.45 METERS (31.0 FT) NORTHWEST OF THE
 HW3211'CENTERLINE OF THE HIGHWAY, 4.42 METERS (14.5 FT) SOUTHEAST OF THE
 HW3211'SOUTHEAST RAIL OF THE WESTERN AND MARYLAND RAILROAD TRACKS, 0.61 METER
 HW3211'(2.0 FT) EAST OF A UTILITY POLE WITH A SECURITY LAMP.
 HW3211'THE MARK IS 0.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3188 ***********************************************************************
 GX3188  DESIGNATION -  K 325
 GX3188  PID         -  GX3188
 GX3188  STATE/COUNTY-  WV/GREENBRIER
 GX3188  USGS QUAD   -  LEWISBURG (1979)
 GX3188
 GX3188                         *CURRENT SURVEY CONTROL
 GX3188  ___________________________________________________________________
 GX3188* NAD 83(1986)-  37 48 14.     (N)    080 26 57.     (W)     SCALED    
 GX3188* NAVD 88     -       656.832  (meters)    2154.96   (feet)  ADJUSTED  
 GX3188  ___________________________________________________________________
 GX3188  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX3188  DYNAMIC HT  -         656.282 (meters)    2153.15  (feet)  COMP
 GX3188  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GX3188
 GX3188  VERT ORDER  -  FIRST     CLASS II
 GX3188
 GX3188.The horizontal coordinates were scaled from a topographic map and have
 GX3188.an estimated accuracy of +/- 6 seconds.
 GX3188
 GX3188.The orthometric height was determined by differential leveling
 GX3188.and adjusted by the National Geodetic Survey in June 1991..
 GX3188
 GX3188.The geoid height was determined by GEOID03.
 GX3188
 GX3188.The dynamic height is computed by dividing the NAVD 88
 GX3188.geopotential number by the normal gravity value computed on the
 GX3188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3188.degrees latitude (g = 980.6199 gals.).
 GX3188
 GX3188.The modeled gravity was interpolated from observed gravity values.
 GX3188
 GX3188;                    North         East    Units  Estimated Accuracy
 GX3188;SPC WV S     -    89,370.      648,510.      MT  (+/- 180 meters Scaled)
 GX3188
 GX3188                          SUPERSEDED SURVEY CONTROL
 GX3188
 GX3188.No superseded survey control is available for this station.
 GX3188
 GX3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB484841(NAD 83)
 GX3188_MARKER: DB = BENCH MARK DISK
 GX3188_SETTING: 66 = SET IN ROCK OUTCROP
 GX3188_SP_SET: ROCK OUTCROP
 GX3188_STAMPING: K 325 1983
 GX3188_MARK LOGO: NGS   
 GX3188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3188+STABILITY: POSITION/ELEVATION WELL
 GX3188
 GX3188  HISTORY     - Date     Condition        Report By
 GX3188  HISTORY     - 1983     MONUMENTED       NGS
 GX3188  HISTORY     - 1983     GOOD             NGS
 GX3188  HISTORY     - 1984     GOOD             NGS
 GX3188
 GX3188                          STATION DESCRIPTION
 GX3188
 GX3188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GX3188'0.5 KM (0.3 MI) WEST FROM LEWISBURG.
 GX3188'0.5 KM (0.3 MI) WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF U.S.
 GX3188'HIGHWAY 219 IN LEWISBURG TO THE MARK ON THE RIGHT, AT THE BASE OF A
 GX3188'ROCK CUT IN A SMALL FLAT LEDGE, 6.25 METERS (20.5 FT) NORTHEAST OF THE
 GX3188'CENTERLINE OF THE HIGHWAY, 14.42 METERS (47.3 FT) NORTHWEST OF THE
 GX3188'NORTHWEST END OF A PIPE CULVERT UNDER THE DRIVEWAY FOR HOUSE 320,
 GX3188'9.45 METERS (31.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE ROCK CUT,
 GX3188'0.30 METER (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE LEDGE.
 GX3188'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 GX3188
 GX3188                          STATION RECOVERY (1983)
 GX3188
 GX3188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX3188'RECOVERED IN GOOD CONDITION.
 GX3188
 GX3188                          STATION RECOVERY (1984)
 GX3188
 GX3188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX3188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1220 ***********************************************************************
 JW1220  DESIGNATION -  K 326
 JW1220  PID         -  JW1220
 JW1220  STATE/COUNTY-  WV/MORGAN
 JW1220  USGS QUAD   -  CHERRY RUN (1984)
 JW1220
 JW1220                         *CURRENT SURVEY CONTROL
 JW1220  ___________________________________________________________________
 JW1220* NAD 83(1986)-  39 38 08.     (N)    078 06 35.     (W)     SCALED    
 JW1220* NAVD 88     -       154.049  (meters)     505.41   (feet)  ADJUSTED  
 JW1220  ___________________________________________________________________
 JW1220  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JW1220  DYNAMIC HT  -         153.959 (meters)     505.11  (feet)  COMP
 JW1220  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 JW1220
 JW1220  VERT ORDER  -  FIRST     CLASS II
 JW1220
 JW1220.The horizontal coordinates were scaled from a topographic map and have
 JW1220.an estimated accuracy of +/- 6 seconds.
 JW1220
 JW1220.The orthometric height was determined by differential leveling
 JW1220.and adjusted by the National Geodetic Survey in June 1991..
 JW1220
 JW1220.The geoid height was determined by GEOID03.
 JW1220
 JW1220.The dynamic height is computed by dividing the NAVD 88
 JW1220.geopotential number by the normal gravity value computed on the
 JW1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1220.degrees latitude (g = 980.6199 gals.).
 JW1220
 JW1220.The modeled gravity was interpolated from observed gravity values.
 JW1220
 JW1220;                    North         East    Units  Estimated Accuracy
 JW1220;SPC WV N     -   126,990.      719,340.      MT  (+/- 180 meters Scaled)
 JW1220
 JW1220                          SUPERSEDED SURVEY CONTROL
 JW1220
 JW1220.No superseded survey control is available for this station.
 JW1220
 JW1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD480913(NAD 83)
 JW1220_MARKER: DB = BENCH MARK DISK
 JW1220_SETTING: 66 = SET IN ROCK OUTCROP
 JW1220_SP_SET: ROCK OUTCROP
 JW1220_STAMPING: K 326 1983
 JW1220_MARK LOGO: NGS   
 JW1220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1220+STABILITY: POSITION/ELEVATION WELL
 JW1220
 JW1220  HISTORY     - Date     Condition        Report By
 JW1220  HISTORY     - 1983     MONUMENTED       NGS
 JW1220
 JW1220                          STATION DESCRIPTION
 JW1220
 JW1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1220'13.5 KM (8.4 MI) EAST FROM BERKELEY SPRINGS.
 JW1220'0.4 KM (0.2 MI) SOUTH ALONG U.S. HIGHWAY 522 FROM THE COURTHOUSE IN
 JW1220'BERKELEY SPRINGS, THENCE 13.1 KM (8.2 MI) EAST ALONG STATE HIGHWAY 9
 JW1220'TO THE MARK ON THE LEFT, IN BEDROCK AT THE BASE OF A SMALL BROOK
 JW1220'LEADING DOWN THE MOUNTAINSIDE, ALSO 16.4 KM (10.2 MI) WEST ALONG
 JW1220'HIGHWAY 9 FROM THE POST OFFICE IN HEDGESVILLE, 0.4 KM (0.2 MI)
 JW1220'NORTHWEST OF A ROADSIDE PARK, 13.25 METERS (43.5 FT) NORTHEAST OF THE
 JW1220'CENTERLINE OF THE HIGHWAY, 38.70 METERS (127.0 FT) EAST AND ACROSS THE
 JW1220'HIGHWAY FROM A HIGHWAY SIGN (NO PASSING ZONE).
 JW1220'THE MARK IS 1.6 METERS  NW FROM A WITNESS POST.
 JW1220'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4114 ***********************************************************************
 JV4114  DESIGNATION -  K 327
 JV4114  PID         -  JV4114
 JV4114  STATE/COUNTY-  WV/JEFFERSON
 JV4114  USGS QUAD   -  MARTINSBURG (1979)
 JV4114
 JV4114                         *CURRENT SURVEY CONTROL
 JV4114  ___________________________________________________________________
 JV4114* NAD 83(1986)-  39 23 36.     (N)    077 54 20.     (W)     SCALED    
 JV4114* NAVD 88     -       149.011  (meters)     488.88   (feet)  ADJUSTED  
 JV4114  ___________________________________________________________________
 JV4114  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JV4114  DYNAMIC HT  -         148.921 (meters)     488.58  (feet)  COMP
 JV4114  MODELED GRAV-     980,019.8   (mgal)                       NAVD 88
 JV4114
 JV4114  VERT ORDER  -  FIRST     CLASS II
 JV4114
 JV4114.The horizontal coordinates were scaled from a topographic map and have
 JV4114.an estimated accuracy of +/- 6 seconds.
 JV4114
 JV4114.The orthometric height was determined by differential leveling
 JV4114.and adjusted by the National Geodetic Survey in June 1991..
 JV4114
 JV4114.The geoid height was determined by GEOID03.
 JV4114
 JV4114.The dynamic height is computed by dividing the NAVD 88
 JV4114.geopotential number by the normal gravity value computed on the
 JV4114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4114.degrees latitude (g = 980.6199 gals.).
 JV4114
 JV4114.The modeled gravity was interpolated from observed gravity values.
 JV4114
 JV4114;                    North         East    Units  Estimated Accuracy
 JV4114;SPC WV N     -   100,390.      737,340.      MT  (+/- 180 meters Scaled)
 JV4114
 JV4114                          SUPERSEDED SURVEY CONTROL
 JV4114
 JV4114.No superseded survey control is available for this station.
 JV4114
 JV4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ497644(NAD 83)
 JV4114_MARKER: DB = BENCH MARK DISK
 JV4114_SETTING: 66 = SET IN ROCK OUTCROP
 JV4114_SP_SET: ROCK OUTCROP
 JV4114_STAMPING: K 327 1983
 JV4114_MARK LOGO: NGS   
 JV4114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4114+STABILITY: POSITION/ELEVATION WELL
 JV4114
 JV4114  HISTORY     - Date     Condition        Report By
 JV4114  HISTORY     - 1983     MONUMENTED       NGS
 JV4114
 JV4114                          STATION DESCRIPTION
 JV4114
 JV4114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4114'10.1 KM (6.3 MI) SSE FROM MARTINSBURG.
 JV4114'10.1 KM (6.3 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE
 JV4114'COURTHOUSE IN MARTINSBURG TO THE MARK ON THE LEFT, IN ROCK OUTCROP, IN
 JV4114'THE FRONT LAWN OF A 2-STORY BRICK HOUSE, 0.2 KM (0.1 MI) SOUTHEAST OF
 JV4114'THE BERKELEY COUNTY LINE, 13.10 METERS (43.0 FT) NORTHEAST OF THE
 JV4114'CENTERLINE OF THE HIGHWAY, 22.25 METERS (73.0 FT) NORTHWEST OF THE
 JV4114'CENTER OF THE PAVED ENTRANCE DRIVE OF THE HOUSE, 15.24 METERS
 JV4114'(50.0 FT) NORTH-NORTHWEST OF THE NORTH CORNER OF THE NORTHEAST
 JV4114'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 10.05 METERS (33.0 FT) EAST
 JV4114'OF THE SOUTH CORNER POST OF A WOODEN FENCE AROUND A PASTURE.
 JV4114'THE MARK IS 9.7 METERS  E FROM A WITNESS POST.
 JV4114'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3212 ***********************************************************************
 GX3212  DESIGNATION -  K 328
 GX3212  PID         -  GX3212
 GX3212  STATE/COUNTY-  WV/SUMMERS
 GX3212  USGS QUAD   -  TALCOTT (1968)
 GX3212
 GX3212                         *CURRENT SURVEY CONTROL
 GX3212  ___________________________________________________________________
 GX3212* NAD 83(1986)-  37 38 21.     (N)    080 46 58.     (W)     SCALED    
 GX3212* NAVD 88     -       501.597  (meters)    1645.66   (feet)  ADJUSTED  
 GX3212  ___________________________________________________________________
 GX3212  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX3212  DYNAMIC HT  -         501.183 (meters)    1644.30  (feet)  COMP
 GX3212  MODELED GRAV-     979,789.0   (mgal)                       NAVD 88
 GX3212
 GX3212  VERT ORDER  -  FIRST     CLASS II
 GX3212
 GX3212.The horizontal coordinates were scaled from a topographic map and have
 GX3212.an estimated accuracy of +/- 6 seconds.
 GX3212
 GX3212.The orthometric height was determined by differential leveling
 GX3212.and adjusted by the National Geodetic Survey in June 1991..
 GX3212
 GX3212.The geoid height was determined by GEOID03.
 GX3212
 GX3212.The dynamic height is computed by dividing the NAVD 88
 GX3212.geopotential number by the normal gravity value computed on the
 GX3212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3212.degrees latitude (g = 980.6199 gals.).
 GX3212
 GX3212.The modeled gravity was interpolated from observed gravity values.
 GX3212
 GX3212;                    North         East    Units  Estimated Accuracy
 GX3212;SPC WV S     -    70,960.      619,170.      MT  (+/- 180 meters Scaled)
 GX3212
 GX3212                          SUPERSEDED SURVEY CONTROL
 GX3212
 GX3212.No superseded survey control is available for this station.
 GX3212
 GX3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB191658(NAD 83)
 GX3212_MARKER: DB = BENCH MARK DISK
 GX3212_SETTING: 66 = SET IN ROCK OUTCROP
 GX3212_SP_SET: ROCK OUTCROP
 GX3212_STAMPING: K 328 1984
 GX3212_MARK LOGO: NGS   
 GX3212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3212+STABILITY: POSITION/ELEVATION WELL
 GX3212
 GX3212  HISTORY     - Date     Condition        Report By
 GX3212  HISTORY     - 1984     MONUMENTED       NGS
 GX3212
 GX3212                          STATION DESCRIPTION
 GX3212
 GX3212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3212'4.1 KM (2.55 MI) WEST FROM TALCOTT.
 GX3212'0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 GX3212'TALCOTT, THENCE 3.7 KM (2.3 MI) WEST ALONG STATE HIGHWAY 12 TO THE
 GX3212'MARK ON THE LEFT, SET IN TOP OF A 1.8 METER (6.0 FT) BY 2.7 METER
 GX3212'(9.0 FT) ROCK OUTCROP, IN THE LAWN OF A SMALL WOOD FRAMED HOUSE,
 GX3212'19.96 METERS (65.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GX3212'7.68 METERS (25.2 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 GX3212'2.93 METERS (9.6 FT) NORTH OF A TWIN TRUNKED NORWAY SPRUCE TREE,
 GX3212'0.73 METER (2.4 FT) SOUTH OF THE NORTH END OF THE ROCK.
 GX3212'THE MARK IS 2.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3255 ***********************************************************************
 GX3255  DESIGNATION -  K 329
 GX3255  PID         -  GX3255
 GX3255  STATE/COUNTY-  WV/MERCER
 GX3255  USGS QUAD   -  BLUEFIELD (1979)
 GX3255
 GX3255                         *CURRENT SURVEY CONTROL
 GX3255  ___________________________________________________________________
 GX3255* NAD 83(1986)-  37 15 11.     (N)    081 11 12.     (W)     SCALED    
 GX3255* NAVD 88     -      1045.257  (meters)    3429.31   (feet)  ADJUSTED  
 GX3255  ___________________________________________________________________
 GX3255  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GX3255  DYNAMIC HT  -        1044.341 (meters)    3426.31  (feet)  COMP
 GX3255  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 GX3255
 GX3255  VERT ORDER  -  FIRST     CLASS II
 GX3255
 GX3255.The horizontal coordinates were scaled from a topographic map and have
 GX3255.an estimated accuracy of +/- 6 seconds.
 GX3255
 GX3255.The orthometric height was determined by differential leveling
 GX3255.and adjusted by the National Geodetic Survey in June 1991..
 GX3255
 GX3255.The geoid height was determined by GEOID03.
 GX3255
 GX3255.The dynamic height is computed by dividing the NAVD 88
 GX3255.geopotential number by the normal gravity value computed on the
 GX3255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3255.degrees latitude (g = 980.6199 gals.).
 GX3255
 GX3255.The modeled gravity was interpolated from observed gravity values.
 GX3255
 GX3255;                    North         East    Units  Estimated Accuracy
 GX3255;SPC WV S     -    28,100.      583,440.      MT  (+/- 180 meters Scaled)
 GX3255
 GX3255                          SUPERSEDED SURVEY CONTROL
 GX3255
 GX3255.No superseded survey control is available for this station.
 GX3255
 GX3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB834229(NAD 83)
 GX3255_MARKER: DB = BENCH MARK DISK
 GX3255_SETTING: 66 = SET IN ROCK OUTCROP
 GX3255_SP_SET: ROCK OUTCROP
 GX3255_STAMPING: K 329 1984
 GX3255_MARK LOGO: NGS   
 GX3255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3255+STABILITY: POSITION/ELEVATION WELL
 GX3255
 GX3255  HISTORY     - Date     Condition        Report By
 GX3255  HISTORY     - 1984     MONUMENTED       NGS
 GX3255
 GX3255                          STATION DESCRIPTION
 GX3255
 GX3255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3255'6.9 KM (4.3 MI) SOUTH FROM BLUEFIELD.
 GX3255'2.3 KM (1.45 MI) SOUTH ALONG BLAND STREET FROM THE POST OFFICE IN
 GX3255'BLUEFIELD, THENCE 0.5 KM (0.3 MI) WEST ALONG WEST CUMBERLAND ROAD,
 GX3255'THENCE 0.5 KM (0.3 MI) SOUTH ALONG WASHINGTON STREET, THENCE 0.4 KM
 GX3255'(0.25 MI) WEST ALONG U.S. HIGHWAY 460, THENCE 3.2 KM (2.0 MI)
 GX3255'SOUTHEAST ALONG STATE HIGHWAY 598 TO THE MARK ON THE RIGHT, SET IN TOP
 GX3255'OF A LOWER LEDGE OF A LARGE ROCK CUT, ALSO 3.8 KM (2.35 MI) NORTH
 GX3255'ALONG U.S. HIGHWAY 52 FROM THE BRIDGE OVER LAUREL CREEK IN ROCKY GAP,
 GX3255'VA, THENCE 7.0 KM (4.35 MI) NORTH ALONG STATE HIGHWAY 598,
 GX3255'10.67 METERS (35.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GX3255'0.46 METER (1.5 FT) WEST OF THE EAST EDGE OF THE LEDGE.
 GX3255'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0178 ***********************************************************************
 JX0178  DESIGNATION -  K 33
 JX0178  PID         -  JX0178
 JX0178  STATE/COUNTY-  WV/MARION
 JX0178  USGS QUAD   -  FAIRMONT WEST (1976)
 JX0178
 JX0178                         *CURRENT SURVEY CONTROL
 JX0178  ___________________________________________________________________
 JX0178* NAD 83(1986)-  39 28 03.     (N)    080 08 52.     (W)     SCALED    
 JX0178* NAVD 88     -       271.391  (meters)     890.39   (feet)  POSTED    
 JX0178  ___________________________________________________________________
 JX0178  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JX0178  DYNAMIC HT  -         271.230 (meters)     889.86  (feet)  COMP
 JX0178  MODELED GRAV-     980,017.2   (mgal)                       NAVD 88
 JX0178
 JX0178  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0178
 JX0178.The horizontal coordinates were scaled from a topographic map and have
 JX0178.an estimated accuracy of +/- 6 seconds.
 JX0178
 JX0178.The orthometric height was determined by differential leveling
 JX0178.and adjusted by the National Geodetic Survey in 1992..
 JX0178.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0178.rate of 0.0 thru 1.0 mm/km.
 JX0178
 JX0178.The geoid height was determined by GEOID03.
 JX0178
 JX0178.The dynamic height is computed by dividing the NAVD 88
 JX0178.geopotential number by the normal gravity value computed on the
 JX0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0178.degrees latitude (g = 980.6199 gals.).
 JX0178
 JX0178.The modeled gravity was interpolated from observed gravity values.
 JX0178
 JX0178;                    North         East    Units  Estimated Accuracy
 JX0178;SPC WV N     -   107,610.      544,260.      MT  (+/- 180 meters Scaled)
 JX0178
 JX0178                          SUPERSEDED SURVEY CONTROL
 JX0178
 JX0178  NGVD 29 (??/??/92)  271.561  (m)          890.95   (f) ADJ UNCH    1 2
 JX0178
 JX0178.Superseded values are not recommended for survey control.
 JX0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0178.See file dsdata.txt to determine how the superseded data were derived.
 JX0178
 JX0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND733690(NAD 83)
 JX0178_MARKER: DB = BENCH MARK DISK
 JX0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0178_SP_SET: CONCRETE POST
 JX0178_STAMPING: K 33 1935
 JX0178_MARK LOGO: CGS   
 JX0178_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0178+STABILITY: SURFACE MOTION
 JX0178
 JX0178  HISTORY     - Date     Condition        Report By
 JX0178  HISTORY     - 1935     MONUMENTED       CGS
 JX0178  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0178  HISTORY     - 19890907 GOOD             HARTMN
 JX0178
 JX0178                          STATION DESCRIPTION
 JX0178
 JX0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0178'AT FAIRMONT.
 JX0178'AT FAIRMONT, MARION COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JX0178'AT THE NORTHWEST CORNER OF THE MONONGAHELA RIVER BRIDGE, 186
 JX0178'FEET SOUTH OF THE GASTON JUNCTION STATION, 141 FEET SOUTH OF POLE
 JX0178'300+30, AND 12 FEET WEST OF THE CENTERLINE OF THE WEST TRACK.
 JX0178'A STANDARD DISK, STAMPED K 33 1935 AND SET IN THE TOP OF A
 JX0178'CONCRETE POST.
 JX0178
 JX0178                          STATION RECOVERY (1983)
 JX0178
 JX0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0178'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.
 JX0178
 JX0178                          STATION RECOVERY (1989)
 JX0178
 JX0178'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX0178'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 128.5, AT FAIRMONT,
 JX0178'AT THE NORTH ABUTMENT OF THE BALTIMORE AND OHIO RAILROAD BRIDGE OVER
 JX0178'THE MONONGAHELA RIVER, AT GASTON JUNCTION, A STANDARD USCGS BENCHMARK
 JX0178'DISK SET IN A CONCRETE POST AT THE WEST SIDE OF THE ABUTMENT, ABOUT 5
 JX0178'FT (1.5 MT) NORTH OF THE STONE ABUTMENT, ABOUT 20 FT (6.1 MT) WEST OF
 JX0178'THE WEST RAIL OF THE EAST TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2814 ***********************************************************************
 HX2814  DESIGNATION -  K 330
 HX2814  PID         -  HX2814
 HX2814  STATE/COUNTY-  WV/MASON
 HX2814  USGS QUAD   -  NEW HAVEN (1994)
 HX2814
 HX2814                         *CURRENT SURVEY CONTROL
 HX2814  ___________________________________________________________________
 HX2814* NAD 83(1986)-  38 56 41.     (N)    081 55 10.     (W)     SCALED    
 HX2814* NAVD 88     -       183.669  (meters)     602.59   (feet)  ADJUSTED  
 HX2814  ___________________________________________________________________
 HX2814  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 HX2814  DYNAMIC HT  -         183.554 (meters)     602.21  (feet)  COMP
 HX2814  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 HX2814
 HX2814  VERT ORDER  -  FIRST     CLASS II
 HX2814
 HX2814.The horizontal coordinates were scaled from a topographic map and have
 HX2814.an estimated accuracy of +/- 6 seconds.
 HX2814
 HX2814.The orthometric height was determined by differential leveling
 HX2814.and adjusted by the National Geodetic Survey in June 1991..
 HX2814
 HX2814.The geoid height was determined by GEOID03.
 HX2814
 HX2814.The dynamic height is computed by dividing the NAVD 88
 HX2814.geopotential number by the normal gravity value computed on the
 HX2814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2814.degrees latitude (g = 980.6199 gals.).
 HX2814
 HX2814.The modeled gravity was interpolated from observed gravity values.
 HX2814
 HX2814;                    North         East    Units  Estimated Accuracy
 HX2814;SPC WV S     -   216,250.      520,290.      MT  (+/- 180 meters Scaled)
 HX2814
 HX2814                          SUPERSEDED SURVEY CONTROL
 HX2814
 HX2814.No superseded survey control is available for this station.
 HX2814
 HX2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD203110(NAD 83)
 HX2814_MARKER: I = METAL ROD
 HX2814_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HX2814_SP_SET: STAINLESS STEEL ROD
 HX2814_STAMPING: K 330 1984
 HX2814_MARK LOGO: NGS   
 HX2814_PROJECTION: FLUSH
 HX2814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2814_ROD/PIPE-DEPTH: 26.8 meters
 HX2814
 HX2814  HISTORY     - Date     Condition        Report By
 HX2814  HISTORY     - 1984     MONUMENTED       NGS
 HX2814
 HX2814                          STATION DESCRIPTION
 HX2814
 HX2814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2814'7.5 KM (4.65 MI) SE FROM NEW HAVEN.
 HX2814'7.5 KM (4.65 MI) SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE CITY
 HX2814'MUNICIPAL BUILDING IN NEW HAVEN TO THE MARK ON THE LEFT, AT THE
 HX2814'SOUTHWEST CORNER OF THE GRAHAM METHODIST CHURCH, 13.71 METERS
 HX2814'(45.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 5.02 METERS (16.5 FT)
 HX2814'SOUTH OF THE NORTH ENTRANCE DRIVEWAY OF THE CHURCH, 0.50 METER
 HX2814'(1.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH.
 HX2814'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1825 ***********************************************************************
 JX1825  DESIGNATION -  K 331
 JX1825  PID         -  JX1825
 JX1825  STATE/COUNTY-  WV/WOOD
 JX1825  USGS QUAD   -  LUBECK (1994)
 JX1825
 JX1825                         *CURRENT SURVEY CONTROL
 JX1825  ___________________________________________________________________
 JX1825* NAD 83(1986)-  39 09 04.     (N)    081 42 55.     (W)     SCALED    
 JX1825* NAVD 88     -       187.617  (meters)     615.54   (feet)  ADJUSTED  
 JX1825  ___________________________________________________________________
 JX1825  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX1825  DYNAMIC HT  -         187.498 (meters)     615.15  (feet)  COMP
 JX1825  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 JX1825
 JX1825  VERT ORDER  -  FIRST     CLASS II
 JX1825
 JX1825.The horizontal coordinates were scaled from a topographic map and have
 JX1825.an estimated accuracy of +/- 6 seconds.
 JX1825
 JX1825.The orthometric height was determined by differential leveling
 JX1825.and adjusted by the National Geodetic Survey in June 1991..
 JX1825
 JX1825.The geoid height was determined by GEOID03.
 JX1825
 JX1825.The dynamic height is computed by dividing the NAVD 88
 JX1825.geopotential number by the normal gravity value computed on the
 JX1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1825.degrees latitude (g = 980.6199 gals.).
 JX1825
 JX1825.The modeled gravity was interpolated from observed gravity values.
 JX1825
 JX1825;                    North         East    Units  Estimated Accuracy
 JX1825;SPC WV N     -    74,650.      408,530.      MT  (+/- 180 meters Scaled)
 JX1825
 JX1825                          SUPERSEDED SURVEY CONTROL
 JX1825
 JX1825.No superseded survey control is available for this station.
 JX1825
 JX1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD381337(NAD 83)
 JX1825_MARKER: DB = BENCH MARK DISK
 JX1825_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1825_SP_SET: ABUTMENT
 JX1825_STAMPING: K 331 1984
 JX1825_MARK LOGO: NGS   
 JX1825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1825
 JX1825  HISTORY     - Date     Condition        Report By
 JX1825  HISTORY     - 1984     MONUMENTED       NGS
 JX1825
 JX1825                          STATION DESCRIPTION
 JX1825
 JX1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JX1825'2.0 KM (1.3 MI) NNE FROM BELLEVILLE.
 JX1825'2.0 KM (1.3 MI) NORTH-NORTHEAST ALONG STATE HIGHWAY 68 FROM THE POST
 JX1825'OFFICE IN BELLEVILLE TO THE MARK ON THE LEFT, IN TOP OF THE NORTHWEST
 JX1825'END OF THE SOUTHWEST ABUTMENT OF THE HIGHWAY BRIDGE OVER LEE CREEK,
 JX1825'5.18 METERS (17.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JX1825'0.45 METER (1.5 FT) NORTHWEST OF THE SOUTHWEST END OF THE NORTHWEST
 JX1825'CONCRETE GUARD RAIL OF THE BRIDGE.
 JX1825'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1765 ***********************************************************************
 JW1765  DESIGNATION -  K 334
 JW1765  PID         -  JW1765
 JW1765  STATE/COUNTY-  WV/PRESTON
 JW1765  USGS QUAD   -  BRANDONVILLE (1976)
 JW1765
 JW1765                         *CURRENT SURVEY CONTROL
 JW1765  ___________________________________________________________________
 JW1765* NAD 83(1986)-  39 39 39.     (N)    079 37 26.     (W)     SCALED    
 JW1765* NAVD 88     -       517.104  (meters)    1696.53   (feet)  ADJUSTED  
 JW1765  ___________________________________________________________________
 JW1765  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JW1765  DYNAMIC HT  -         516.785 (meters)    1695.49  (feet)  COMP
 JW1765  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 JW1765
 JW1765  VERT ORDER  -  FIRST     CLASS II
 JW1765
 JW1765.The horizontal coordinates were scaled from a topographic map and have
 JW1765.an estimated accuracy of +/- 6 seconds.
 JW1765
 JW1765.The orthometric height was determined by differential leveling
 JW1765.and adjusted by the National Geodetic Survey in April 1995..
 JW1765
 JW1765.The geoid height was determined by GEOID03.
 JW1765
 JW1765.The dynamic height is computed by dividing the NAVD 88
 JW1765.geopotential number by the normal gravity value computed on the
 JW1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1765.degrees latitude (g = 980.6199 gals.).
 JW1765
 JW1765.The modeled gravity was interpolated from observed gravity values.
 JW1765
 JW1765;                    North         East    Units  Estimated Accuracy
 JW1765;SPC WV N     -   128,880.      589,370.      MT  (+/- 180 meters Scaled)
 JW1765
 JW1765                          SUPERSEDED SURVEY CONTROL
 JW1765
 JW1765.No superseded survey control is available for this station.
 JW1765
 JW1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD180910(NAD 83)
 JW1765_MARKER: DV = VERTICAL CONTROL DISK
 JW1765_SETTING: 66 = SET IN ROCK OUTCROP
 JW1765_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1765_STAMPING: K 334 1993
 JW1765_MARK LOGO: NGS   
 JW1765_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1765+STABILITY: POSITION/ELEVATION WELL
 JW1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1765+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1765
 JW1765  HISTORY     - Date     Condition        Report By
 JW1765  HISTORY     - 1993     MONUMENTED       NGS
 JW1765
 JW1765                          STATION DESCRIPTION
 JW1765
 JW1765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1765'19.0 KM (11.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1765'JUNCTION OF STATE HIGHWAY 42 IN FRIENDSVILLE, MARYLAND (EXIT 4), NEAR
 JW1765'THE CENTER OF A 2 BY 3-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 JW1765'361.0 M (1184.4 FT) WEST OF THE CENTER OF A HIGHWAY OVERPASS, 12.9 M
 JW1765'(42.3 FT) SOUTHEAST OF THE CENTER OF THE EASTBOUND LANES OF THE
 JW1765'HIGHWAY, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 JW1765'(1.0 FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1789 ***********************************************************************
 JW1789  DESIGNATION -  K 335
 JW1789  PID         -  JW1789
 JW1789  STATE/COUNTY-  WV/MONONGALIA
 JW1789  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1789
 JW1789                         *CURRENT SURVEY CONTROL
 JW1789  ___________________________________________________________________
 JW1789* NAD 83(1986)-  39 39 41.     (N)    079 54 52.     (W)     SCALED    
 JW1789* NAVD 88     -       326.446  (meters)    1071.01   (feet)  ADJUSTED  
 JW1789  ___________________________________________________________________
 JW1789  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JW1789  DYNAMIC HT  -         326.252 (meters)    1070.38  (feet)  COMP
 JW1789  MODELED GRAV-     980,023.8   (mgal)                       NAVD 88
 JW1789
 JW1789  VERT ORDER  -  FIRST     CLASS II
 JW1789
 JW1789.The horizontal coordinates were scaled from a topographic map and have
 JW1789.an estimated accuracy of +/- 6 seconds.
 JW1789
 JW1789.The orthometric height was determined by differential leveling
 JW1789.and adjusted by the National Geodetic Survey in April 1995..
 JW1789
 JW1789.The geoid height was determined by GEOID03.
 JW1789
 JW1789.The dynamic height is computed by dividing the NAVD 88
 JW1789.geopotential number by the normal gravity value computed on the
 JW1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1789.degrees latitude (g = 980.6199 gals.).
 JW1789
 JW1789.The modeled gravity was interpolated from observed gravity values.
 JW1789
 JW1789;                    North         East    Units  Estimated Accuracy
 JW1789;SPC WV N     -   129,020.      564,440.      MT  (+/- 180 meters Scaled)
 JW1789
 JW1789                          SUPERSEDED SURVEY CONTROL
 JW1789
 JW1789.No superseded survey control is available for this station.
 JW1789
 JW1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND931907(NAD 83)
 JW1789_MARKER: I = METAL ROD
 JW1789_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1789+WITH SETTING: INFORMATION.
 JW1789_SP_SET: METAL ROD DRIVEN INTO GROUND
 JW1789_STAMPING: K 335 1993
 JW1789_MARK LOGO: NGS   
 JW1789_MAGNETIC: I = MARKER IS A STEEL ROD
 JW1789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1789+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1789
 JW1789  HISTORY     - Date     Condition        Report By
 JW1789  HISTORY     - 1993     MONUMENTED       NGS
 JW1789
 JW1789                          STATION DESCRIPTION
 JW1789
 JW1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1789'1.7 KM (1.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 857 FROM THE
 JW1789'JUNCTION OF INTERSTATE HIGHWAY 68 IN MORGANTOWN (EXIT 7), THENCE 1.2
 JW1789'KM (0.75 MI) NORTHERLY ALONG U.S. HIGHWAY 119, 23.0 M (75.5 FT)
 JW1789'NORTH OF UTILITY POLE NUMBER 12, 7.3 M (24.0 FT) WEST OF THE HIGHWAY
 JW1789'CENTERLINE, 6.4 M (21.0 FT) SOUTH OF THE WEST END OF A CULVERT, 1.8 M
 JW1789'(5.9 FT) NORTHWEST OF THE SOUTH END OF A GUARDRAIL, AND 0.5 M (1.6
 JW1789'FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 JW1789'THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 JW1789'ANCHORED, AT 2.3 METERS AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0265 ***********************************************************************
 GY0265  DESIGNATION -  K 34
 GY0265  PID         -  GY0265
 GY0265  STATE/COUNTY-  WV/MINGO
 GY0265  USGS QUAD   -  DELBARTON (1976)
 GY0265
 GY0265                         *CURRENT SURVEY CONTROL
 GY0265  ___________________________________________________________________
 GY0265* NAD 83(1986)-  37 41 21.     (N)    082 10 49.     (W)     SCALED    
 GY0265* NAVD 88     -       257.044  (meters)     843.32   (feet)  POSTED    
 GY0265  ___________________________________________________________________
 GY0265  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GY0265  DYNAMIC HT  -         256.850 (meters)     842.68  (feet)  COMP
 GY0265  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 GY0265
 GY0265  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GY0265
 GY0265.The horizontal coordinates were scaled from a topographic map and have
 GY0265.an estimated accuracy of +/- 6 seconds.
 GY0265
 GY0265.The orthometric height was determined by differential leveling
 GY0265.and adjusted by the National Geodetic Survey in 1992..
 GY0265.No vertical observational check was made to the station.
 GY0265.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GY0265.was located on a no-check spur therefore a value was not computed.
 GY0265
 GY0265.The geoid height was determined by GEOID03.
 GY0265
 GY0265.The dynamic height is computed by dividing the NAVD 88
 GY0265.geopotential number by the normal gravity value computed on the
 GY0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0265.degrees latitude (g = 980.6199 gals.).
 GY0265
 GY0265.The modeled gravity was interpolated from observed gravity values.
 GY0265
 GY0265;                    North         East    Units  Estimated Accuracy
 GY0265;SPC WV S     -    77,150.      495,900.      MT  (+/- 180 meters Scaled)
 GY0265
 GY0265                          SUPERSEDED SURVEY CONTROL
 GY0265
 GY0265  NGVD 29 (??/??/92)  257.294  (m)          844.14   (f) ADJ UNCH    2 0
 GY0265
 GY0265.Superseded values are not recommended for survey control.
 GY0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0265.See file dsdata.txt to determine how the superseded data were derived.
 GY0265
 GY0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB959719(NAD 83)
 GY0265_MARKER: DB = BENCH MARK DISK
 GY0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0265_STAMPING: K 34 1935
 GY0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0265+STABILITY: SURFACE MOTION
 GY0265
 GY0265  HISTORY     - Date     Condition        Report By
 GY0265  HISTORY     - 1935     MONUMENTED       CGS
 GY0265  HISTORY     - 1957     MARK NOT FOUND   NGS
 GY0265
 GY0265                          STATION DESCRIPTION
 GY0265
 GY0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0265'2.5 MI NW FROM TAYLORSVILLE.
 GY0265'2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION
 GY0265'OF THE RED JACKET ROAD AT TAYLORSVILLE, MINGO COUNTY, 34 FEET
 GY0265'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AT THE HOWARD ATKINS
 GY0265'RESIDENCE, AND IN THE SOUTH CORNER OF THE YARD.  A STANDARD DISK,
 GY0265'STAMPED K 34 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0809 ***********************************************************************
 JX0809  DESIGNATION -  K 34
 JX0809  PID         -  JX0809
 JX0809  STATE/COUNTY-  WV/TYLER
 JX0809  USGS QUAD   -  NEW MATAMORAS (1994)
 JX0809
 JX0809                         *CURRENT SURVEY CONTROL
 JX0809  ___________________________________________________________________
 JX0809* NAD 83(1986)-  39 32 52.     (N)    081 00 58.     (W)     SCALED    
 JX0809* NAVD 88     -       192.840  (meters)     632.68   (feet)  ADJUSTED  
 JX0809  ___________________________________________________________________
 JX0809  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JX0809  DYNAMIC HT  -         192.727 (meters)     632.31  (feet)  COMP
 JX0809  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 JX0809
 JX0809  VERT ORDER  -  FIRST     CLASS II
 JX0809
 JX0809.The horizontal coordinates were scaled from a topographic map and have
 JX0809.an estimated accuracy of +/- 6 seconds.
 JX0809
 JX0809.The orthometric height was determined by differential leveling
 JX0809.and adjusted by the National Geodetic Survey in June 1991..
 JX0809
 JX0809.The geoid height was determined by GEOID03.
 JX0809
 JX0809.The dynamic height is computed by dividing the NAVD 88
 JX0809.geopotential number by the normal gravity value computed on the
 JX0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0809.degrees latitude (g = 980.6199 gals.).
 JX0809
 JX0809.The modeled gravity was interpolated from observed gravity values.
 JX0809
 JX0809;                    North         East    Units  Estimated Accuracy
 JX0809;SPC WV N     -   117,420.      469,700.      MT  (+/- 180 meters Scaled)
 JX0809
 JX0809                          SUPERSEDED SURVEY CONTROL
 JX0809
 JX0809  NGVD 29 (??/??/92)  192.992  (m)          633.17   (f) ADJ UNCH    1 2
 JX0809
 JX0809.Superseded values are not recommended for survey control.
 JX0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0809.See file dsdata.txt to determine how the superseded data were derived.
 JX0809
 JX0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD986775(NAD 83)
 JX0809_MARKER: DB = BENCH MARK DISK
 JX0809_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0809_SP_SET: BRIDGE
 JX0809_STAMPING: K 34 1934
 JX0809_MARK LOGO: CGS   
 JX0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0809
 JX0809  HISTORY     - Date     Condition        Report By
 JX0809  HISTORY     - 1934     MONUMENTED       CGS
 JX0809  HISTORY     - 1957     GOOD             NGS
 JX0809  HISTORY     - 1983     GOOD             NGS
 JX0809
 JX0809                          STATION DESCRIPTION
 JX0809
 JX0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0809'1.4 MI SW FROM SISTERVILLE.
 JX0809'ABOUT 1.4 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0809'FROM THE STATION AT SISTERVILLE, ABOUT 0.15 MILE SOUTHWEST OF A
 JX0809'GRAVEL ROAD CROSSING, IN THE TOP OF NORTHWEST END OF NORTHEAST
 JX0809'CONCRETE ABUTMENT OF BRIDGE NO. 487, 9.3 FEET NORTHWEST OF NORTHWEST
 JX0809'RAIL AND 1 1/2 FEET BELOW LEVEL OF TRACK.
 JX0809
 JX0809                          STATION RECOVERY (1983)
 JX0809
 JX0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0809'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE EXCEPT
 JX0809'CHANGE THE ROUTE TO THE BM LOCATION TO THE FOLLOWING--1.0 KM (0.6 MI)
 JX0809'SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 18
 JX0809'IN THE SOUTHEAST EDGE OF SISTERSVILLE, THENCE 0.1 KM (0.05 MI)
 JX0809'NORTHWEST ALONG A GRAVEL ROAD TO A RAILROAD CROSSING, THENCE 0.2 KM
 JX0809'(0.15 MI) SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD TO THE MARK
 JX0809'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2260 ***********************************************************************
 GX2260  DESIGNATION -  K 35
 GX2260  PID         -  GX2260
 GX2260  STATE/COUNTY-  WV/LOGAN
 GX2260  USGS QUAD   -  LOGAN (1989)
 GX2260
 GX2260                         *CURRENT SURVEY CONTROL
 GX2260  ___________________________________________________________________
 GX2260* NAD 83(1986)-  37 50 35.     (N)    081 58 51.     (W)     SCALED    
 GX2260* NAVD 88     -       203.591  (meters)     667.95   (feet)  ADJUSTED  
 GX2260  ___________________________________________________________________
 GX2260  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GX2260  DYNAMIC HT  -         203.444 (meters)     667.47  (feet)  COMP
 GX2260  MODELED GRAV-     979,899.6   (mgal)                       NAVD 88
 GX2260
 GX2260  VERT ORDER  -  SECOND    CLASS 0
 GX2260
 GX2260.The horizontal coordinates were scaled from a topographic map and have
 GX2260.an estimated accuracy of +/- 6 seconds.
 GX2260
 GX2260.The orthometric height was determined by differential leveling
 GX2260.and adjusted by the National Geodetic Survey in June 1991..
 GX2260
 GX2260.The geoid height was determined by GEOID03.
 GX2260
 GX2260.The dynamic height is computed by dividing the NAVD 88
 GX2260.geopotential number by the normal gravity value computed on the
 GX2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2260.degrees latitude (g = 980.6199 gals.).
 GX2260
 GX2260.The modeled gravity was interpolated from observed gravity values.
 GX2260
 GX2260;                    North         East    Units  Estimated Accuracy
 GX2260;SPC WV S     -    94,030.      513,670.      MT  (+/- 180 meters Scaled)
 GX2260
 GX2260                          SUPERSEDED SURVEY CONTROL
 GX2260
 GX2260  NGVD 29 (??/??/92)  203.807  (m)          668.66   (f) ADJ UNCH    2 0
 GX2260
 GX2260.Superseded values are not recommended for survey control.
 GX2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2260.See file dsdata.txt to determine how the superseded data were derived.
 GX2260
 GX2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB137888(NAD 83)
 GX2260_MARKER: DB = BENCH MARK DISK
 GX2260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2260_SP_SET: BUILDING
 GX2260_STAMPING: K 35 1935
 GX2260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2260
 GX2260  HISTORY     - Date     Condition        Report By
 GX2260  HISTORY     - 1935     MONUMENTED       CGS
 GX2260
 GX2260                          STATION DESCRIPTION
 GX2260
 GX2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2260'AT LOGAN.
 GX2260'AT LOGAN, LOGAN COUNTY, ON MAIN STREET, AT THE HIGH SCHOOL, AT
 GX2260'THE SOUTH ENTRANCE, IN THE SOUTH WALL OF THE WEST PILLAR OF THE
 GX2260'ENTRANCE ARCH, 15 YARDS NORTH OF THE CENTERLINE OF MAIN STREET,
 GX2260'AND ABOUT ONE FOOT ABOVE THE WALK.  A STANDARD DISK, STAMPED K 35
 GX2260'1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2119 ***********************************************************************
 HX2119  DESIGNATION -  K 37
 HX2119  PID         -  HX2119
 HX2119  STATE/COUNTY-  WV/KANAWHA
 HX2119  USGS QUAD   -  ALUM CREEK (1971)
 HX2119
 HX2119                         *CURRENT SURVEY CONTROL
 HX2119  ___________________________________________________________________
 HX2119* NAD 83(1986)-  38 17 19.     (N)    081 48 20.     (W)     SCALED    
 HX2119* NAVD 88     -       189.684  (meters)     622.32   (feet)  ADJUSTED  
 HX2119  ___________________________________________________________________
 HX2119  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HX2119  DYNAMIC HT  -         189.551 (meters)     621.89  (feet)  COMP
 HX2119  MODELED GRAV-     979,924.6   (mgal)                       NAVD 88
 HX2119
 HX2119  VERT ORDER  -  SECOND    CLASS 0
 HX2119
 HX2119.The horizontal coordinates were scaled from a topographic map and have
 HX2119.an estimated accuracy of +/- 6 seconds.
 HX2119
 HX2119.The orthometric height was determined by differential leveling
 HX2119.and adjusted by the National Geodetic Survey in June 1991..
 HX2119
 HX2119.The geoid height was determined by GEOID03.
 HX2119
 HX2119.The dynamic height is computed by dividing the NAVD 88
 HX2119.geopotential number by the normal gravity value computed on the
 HX2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2119.degrees latitude (g = 980.6199 gals.).
 HX2119
 HX2119.The modeled gravity was interpolated from observed gravity values.
 HX2119
 HX2119;                    North         East    Units  Estimated Accuracy
 HX2119;SPC WV S     -   143,330.      529,530.      MT  (+/- 180 meters Scaled)
 HX2119
 HX2119                          SUPERSEDED SURVEY CONTROL
 HX2119
 HX2119  NGVD 29 (??/??/92)  189.889  (m)          622.99   (f) ADJ UNCH    2 0
 HX2119
 HX2119.Superseded values are not recommended for survey control.
 HX2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2119.See file dsdata.txt to determine how the superseded data were derived.
 HX2119
 HX2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC295381(NAD 83)
 HX2119_MARKER: DB = BENCH MARK DISK
 HX2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2119_STAMPING: K 37 1935
 HX2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2119+STABILITY: SURFACE MOTION
 HX2119
 HX2119  HISTORY     - Date     Condition        Report By
 HX2119  HISTORY     - 1935     MONUMENTED       CGS
 HX2119  HISTORY     - 1957     MARK NOT FOUND   USGS
 HX2119
 HX2119                          STATION DESCRIPTION
 HX2119
 HX2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2119'AT ALUM CREEK.
 HX2119'AT ALUM CREEK, KANAWHA COUNTY, ON THE CHESAPEAKE AND OHIO
 HX2119'RAILWAY, 0.1 MILE NORTH OF THE STATION, ABOUT 190 YARDS NORTH
 HX2119'OF THE CROSSING OF STATE HIGHWAY 13, 87 YARDS SOUTH OF MILEPOST
 HX2119'SA 12, 17 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE L.T.
 HX2119'PEARSON RESIDENCE, AND 24 FEET EAST OF THE EAST RAIL.  A STANDARD
 HX2119'DISK, STAMPED K 37 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HX2119
 HX2119                          STATION RECOVERY (1957)
 HX2119
 HX2119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HX2119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0474 ***********************************************************************
 HY0474  DESIGNATION -  K 38
 HY0474  PID         -  HY0474
 HY0474  STATE/COUNTY-  WV/CABELL
 HY0474  USGS QUAD   -  MILTON (1989)
 HY0474
 HY0474                         *CURRENT SURVEY CONTROL
 HY0474  ___________________________________________________________________
 HY0474* NAD 83(1986)-  38 25 40.     (N)    082 08 15.     (W)     SCALED    
 HY0474* NAVD 88     -       185.305  (meters)     607.95   (feet)  ADJUSTED  
 HY0474  ___________________________________________________________________
 HY0474  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY0474  DYNAMIC HT  -         185.179 (meters)     607.54  (feet)  COMP
 HY0474  MODELED GRAV-     979,944.9   (mgal)                       NAVD 88
 HY0474
 HY0474  VERT ORDER  -  SECOND    CLASS 0
 HY0474
 HY0474.The horizontal coordinates were scaled from a topographic map and have
 HY0474.an estimated accuracy of +/- 6 seconds.
 HY0474
 HY0474.The orthometric height was determined by differential leveling
 HY0474.and adjusted by the National Geodetic Survey in June 1991..
 HY0474
 HY0474.The geoid height was determined by GEOID03.
 HY0474
 HY0474.The dynamic height is computed by dividing the NAVD 88
 HY0474.geopotential number by the normal gravity value computed on the
 HY0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0474.degrees latitude (g = 980.6199 gals.).
 HY0474
 HY0474.The modeled gravity was interpolated from observed gravity values.
 HY0474
 HY0474;                    North         East    Units  Estimated Accuracy
 HY0474;SPC WV S     -   159,080.      500,680.      MT  (+/- 180 meters Scaled)
 HY0474
 HY0474                          SUPERSEDED SURVEY CONTROL
 HY0474
 HY0474  NGVD 29 (??/??/92)  185.491  (m)          608.57   (f) ADJ UNCH    2 0
 HY0474
 HY0474.Superseded values are not recommended for survey control.
 HY0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0474.See file dsdata.txt to determine how the superseded data were derived.
 HY0474
 HY0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC007538(NAD 83)
 HY0474_MARKER: DB = BENCH MARK DISK
 HY0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0474_STAMPING: K 38 1935
 HY0474_MARK LOGO: CGS   
 HY0474_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0474+STABILITY: SURFACE MOTION
 HY0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY0474+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 HY0474
 HY0474  HISTORY     - Date     Condition        Report By
 HY0474  HISTORY     - 1935     MONUMENTED       CGS
 HY0474  HISTORY     - 20000104 GOOD             GEOMET
 HY0474  HISTORY     - 20021120 GOOD             INDIV
 HY0474
 HY0474                          STATION DESCRIPTION
 HY0474
 HY0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0474'AT MILTON.
 HY0474'AT MILTON, ON THE CHESAPEAKE AND OHIO RAILWAY, 31 FEET WEST OF
 HY0474'THE SOUTHWEST CORNER OF THE STATION, 15 FEET WEST OF THE STATION
 HY0474'PLATFORM, 33 FEET NORTH OF THE NORTH RAIL, AT THE EAST END OF
 HY0474'A TRIANGULAR PARK, AND ONE FOOT LOWER THAN THE TRACK.  A STANDARD
 HY0474'DISK, STAMPED K 38 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HY0474
 HY0474                          STATION RECOVERY (2000)
 HY0474
 HY0474'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000
 HY0474'DISK IS LOCATED AT OLD RAILROAD STATION FOUNDATION NEAR BLENKO GLASS
 HY0474'COMPANY.  THE STATION IS UNDER THE GRATE OF THE STEPS TO R R BUILDING
 HY0474'MARKED, MILTON CP6123.  A BIPOD WOULD BE HELPFUL BUT GRATE HAS BEEN
 HY0474'BENT TO ACCOMMODATE A POLE.  MONUMENT DOES CONTAIN MAGNETIC MATERIAL.
 HY0474'IT PROJECTS 4 INCHES FROM THE GROUND.  CAR FOR TRANSPORTATION.
 HY0474
 HY0474                          STATION RECOVERY (2002)
 HY0474
 HY0474'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 HY0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2149 ***********************************************************************
 HX2149  DESIGNATION -  K 39
 HX2149  PID         -  HX2149
 HX2149  STATE/COUNTY-  WV/BOONE
 HX2149  USGS QUAD   -  RACINE (1976)
 HX2149
 HX2149                         *CURRENT SURVEY CONTROL
 HX2149  ___________________________________________________________________
 HX2149* NAD 83(1986)-  38 09 58.     (N)    081 42 32.     (W)     SCALED    
 HX2149* NAVD 88     -       200.699  (meters)     658.46   (feet)  ADJUSTED  
 HX2149  ___________________________________________________________________
 HX2149  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HX2149  DYNAMIC HT  -         200.555 (meters)     657.99  (feet)  COMP
 HX2149  MODELED GRAV-     979,909.4   (mgal)                       NAVD 88
 HX2149
 HX2149  VERT ORDER  -  SECOND    CLASS 0
 HX2149
 HX2149.The horizontal coordinates were scaled from a topographic map and have
 HX2149.an estimated accuracy of +/- 6 seconds.
 HX2149
 HX2149.The orthometric height was determined by differential leveling
 HX2149.and adjusted by the National Geodetic Survey in June 1991..
 HX2149
 HX2149.The geoid height was determined by GEOID03.
 HX2149
 HX2149.The dynamic height is computed by dividing the NAVD 88
 HX2149.geopotential number by the normal gravity value computed on the
 HX2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2149.degrees latitude (g = 980.6199 gals.).
 HX2149
 HX2149.The modeled gravity was interpolated from observed gravity values.
 HX2149
 HX2149;                    North         East    Units  Estimated Accuracy
 HX2149;SPC WV S     -   129,660.      537,880.      MT  (+/- 180 meters Scaled)
 HX2149
 HX2149                          SUPERSEDED SURVEY CONTROL
 HX2149
 HX2149  NGVD 29 (??/??/92)  200.90   (m)          659.1    (f) COMPUTED    2 0
 HX2149
 HX2149.Superseded values are not recommended for survey control.
 HX2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2149.See file dsdata.txt to determine how the superseded data were derived.
 HX2149
 HX2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC379244(NAD 83)
 HX2149_MARKER: DB = BENCH MARK DISK
 HX2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2149_STAMPING: K 39 1935
 HX2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2149+STABILITY: SURFACE MOTION
 HX2149
 HX2149  HISTORY     - Date     Condition        Report By
 HX2149  HISTORY     - 1935     MONUMENTED       CGS
 HX2149  HISTORY     - 1958     MARK NOT FOUND   NGS
 HX2149
 HX2149                          STATION DESCRIPTION
 HX2149
 HX2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2149'AT BRUSHTON.
 HX2149'AT BRUSHTON, ON THE CHESAPEAKE AND OHIO RAILWAY, 60 YARDS SOUTH
 HX2149'OF THE SIGN BRUSHTON 47 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 HX2149'OF THE POST OFFICE, 20 YARDS SOUTHEAST OF THE CENTER OF A ROAD
 HX2149'CROSSING, 48 FEET NORTH OF SECTION TOOL HOUSE 10, 15 FEET SOUTHEAST
 HX2149'OF THE SOUTH POINT OF A SWITCH, AND 13 FEET EAST OF THE EAST RAIL.
 HX2149'A STANDARD DISK, STAMPED K 39 1935 AND SET IN THE TOP OF A CONCRETE
 HX2149'POST.  NOTE-- THE DESCRIBED LOCATION IS NOW AN AREA BEING DRIVEN
 HX2149'OVER AND THE POST MAY HAVE BEEN BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0562 ***********************************************************************
 HX0562  DESIGNATION -  K 4
 HX0562  PID         -  HX0562
 HX0562  STATE/COUNTY-  WV/POCAHONTAS
 HX0562  USGS QUAD   -  DENMAR (1995)
 HX0562
 HX0562                         *CURRENT SURVEY CONTROL
 HX0562  ___________________________________________________________________
 HX0562* NAD 83(1986)-  38 06 31.     (N)    080 12 27.     (W)     SCALED    
 HX0562* NAVD 88     -       617.492  (meters)    2025.89   (feet)  ADJUSTED  
 HX0562  ___________________________________________________________________
 HX0562  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX0562  DYNAMIC HT  -         616.974 (meters)    2024.19  (feet)  COMP
 HX0562  MODELED GRAV-     979,771.3   (mgal)                       NAVD 88
 HX0562
 HX0562  VERT ORDER  -  FIRST     CLASS II
 HX0562
 HX0562.The horizontal coordinates were scaled from a topographic map and have
 HX0562.an estimated accuracy of +/- 6 seconds.
 HX0562
 HX0562.The orthometric height was determined by differential leveling
 HX0562.and adjusted by the National Geodetic Survey in June 1991..
 HX0562
 HX0562.The geoid height was determined by GEOID03.
 HX0562
 HX0562.The dynamic height is computed by dividing the NAVD 88
 HX0562.geopotential number by the normal gravity value computed on the
 HX0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0562.degrees latitude (g = 980.6199 gals.).
 HX0562
 HX0562.The modeled gravity was interpolated from observed gravity values.
 HX0562
 HX0562;                    North         East    Units  Estimated Accuracy
 HX0562;SPC WV S     -   123,340.      669,500.      MT  (+/- 180 meters Scaled)
 HX0562
 HX0562                          SUPERSEDED SURVEY CONTROL
 HX0562
 HX0562  NGVD 29 (??/??/92)  617.576  (m)         2026.16   (f) ADJ UNCH    1 2
 HX0562
 HX0562.Superseded values are not recommended for survey control.
 HX0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0562.See file dsdata.txt to determine how the superseded data were derived.
 HX0562
 HX0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC694181(NAD 83)
 HX0562_MARKER: DB = BENCH MARK DISK
 HX0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0562_SP_SET: BRIDGE SEAT
 HX0562_STAMPING: K 4 1933
 HX0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0562
 HX0562  HISTORY     - Date     Condition        Report By
 HX0562  HISTORY     - 1933     MONUMENTED       CGS
 HX0562  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0562
 HX0562                          STATION DESCRIPTION
 HX0562
 HX0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX0562'2.7 MI N FROM DENMAR.
 HX0562'2.7 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX0562'STATION AT DENMAR, POCAHONTAS COUNTY, 75 FEET NORTH OF THE
 HX0562'STATION AT BURNSIDE, AT BRIDGE 41.7, IN THE TOP OF THE SOUTHWEST
 HX0562'BRIDGE SEAT, 3-1/2 YARDS WEST OF THE WEST RAIL, AND ABOUT 4 FEET
 HX0562'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED K 4 1933.
 HX0562
 HX0562                          STATION RECOVERY (1983)
 HX0562
 HX0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2348 ***********************************************************************
 GX2348  DESIGNATION -  K 40
 GX2348  PID         -  GX2348
 GX2348  STATE/COUNTY-  WV/RALEIGH
 GX2348  USGS QUAD   -  WHITESVILLE (1988)
 GX2348
 GX2348                         *CURRENT SURVEY CONTROL
 GX2348  ___________________________________________________________________
 GX2348* NAD 83(1986)-  37 54 10.     (N)    081 31 42.     (W)     SCALED    
 GX2348* NAVD 88     -       290.251  (meters)     952.27   (feet)  ADJUSTED  
 GX2348  ___________________________________________________________________
 GX2348  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GX2348  DYNAMIC HT  -         290.033 (meters)     951.55  (feet)  COMP
 GX2348  MODELED GRAV-     979,870.0   (mgal)                       NAVD 88
 GX2348
 GX2348  VERT ORDER  -  SECOND    CLASS 0
 GX2348
 GX2348.The horizontal coordinates were scaled from a topographic map and have
 GX2348.an estimated accuracy of +/- 6 seconds.
 GX2348
 GX2348.The orthometric height was determined by differential leveling
 GX2348.and adjusted by the National Geodetic Survey in June 1991..
 GX2348
 GX2348.The geoid height was determined by GEOID03.
 GX2348
 GX2348.The dynamic height is computed by dividing the NAVD 88
 GX2348.geopotential number by the normal gravity value computed on the
 GX2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2348.degrees latitude (g = 980.6199 gals.).
 GX2348
 GX2348.The modeled gravity was interpolated from observed gravity values.
 GX2348
 GX2348;                    North         East    Units  Estimated Accuracy
 GX2348;SPC WV S     -   100,330.      553,540.      MT  (+/- 180 meters Scaled)
 GX2348
 GX2348                          SUPERSEDED SURVEY CONTROL
 GX2348
 GX2348  NGVD 29 (??/??/92)  290.448  (m)          952.91   (f) ADJ UNCH    2 0
 GX2348
 GX2348.Superseded values are not recommended for survey control.
 GX2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2348.See file dsdata.txt to determine how the superseded data were derived.
 GX2348
 GX2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB535951(NAD 83)
 GX2348_MARKER: DB = BENCH MARK DISK
 GX2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2348_STAMPING: K 40 1935
 GX2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2348+STABILITY: SURFACE MOTION
 GX2348
 GX2348  HISTORY     - Date     Condition        Report By
 GX2348  HISTORY     - 1935     MONUMENTED       CGS
 GX2348  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 GX2348
 GX2348                          STATION DESCRIPTION
 GX2348
 GX2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2348'AT STICKNEY.
 GX2348'AT STICKNEY, ON THE CHESAPEAKE AND OHIO RAILWAY, 45 YARDS NORTH
 GX2348'OF THE SIGN STICKNEY, 55 YARDS SOUTH OF MILEPOST JV 6, 39 FEET
 GX2348'SOUTHWEST OF A SWITCH, 30 FEET WEST OF THE WEST RAIL, 7 FEET
 GX2348'NORTHEAST OF A SOUTHEAST FENCE CORNER, AND ABOUT 1 FOOT LOWER
 GX2348'THAN THE TRACK.  A STANDARD DISK, STAMPED K 40 1935 AND SET IN
 GX2348'THE TOP OF A CONCRETE POST.
 GX2348
 GX2348                          STATION RECOVERY (1973)
 GX2348
 GX2348'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1089 ***********************************************************************
 GX1089  DESIGNATION -  K 41
 GX1089  PID         -  GX1089
 GX1089  STATE/COUNTY-  WV/RALEIGH
 GX1089  USGS QUAD   -  BECKLEY (1989)
 GX1089
 GX1089                         *CURRENT SURVEY CONTROL
 GX1089  ___________________________________________________________________
 GX1089* NAD 83(1986)-  37 45 56.     (N)    081 09 39.     (W)     SCALED    
 GX1089* NAVD 88     -       732.996  (meters)    2404.84   (feet)  ADJUSTED  
 GX1089  ___________________________________________________________________
 GX1089  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1089  DYNAMIC HT  -         732.379 (meters)    2402.81  (feet)  COMP
 GX1089  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 GX1089
 GX1089  VERT ORDER  -  SECOND    CLASS 0
 GX1089
 GX1089.The horizontal coordinates were scaled from a topographic map and have
 GX1089.an estimated accuracy of +/- 6 seconds.
 GX1089
 GX1089.The orthometric height was determined by differential leveling
 GX1089.and adjusted by the National Geodetic Survey in June 1991..
 GX1089.WARNING-Repeat measurements at this control monument indicate possible
 GX1089.vertical movement.
 GX1089
 GX1089.The geoid height was determined by GEOID03.
 GX1089
 GX1089.The dynamic height is computed by dividing the NAVD 88
 GX1089.geopotential number by the normal gravity value computed on the
 GX1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1089.degrees latitude (g = 980.6199 gals.).
 GX1089
 GX1089.The modeled gravity was interpolated from observed gravity values.
 GX1089
 GX1089;                    North         East    Units  Estimated Accuracy
 GX1089;SPC WV S     -    84,980.      585,830.      MT  (+/- 180 meters Scaled)
 GX1089
 GX1089                          SUPERSEDED SURVEY CONTROL
 GX1089
 GX1089  NGVD 29 (??/??/92)  733.145  (m)         2405.33   (f) ADJ UNCH    2 0
 GX1089
 GX1089.Superseded values are not recommended for survey control.
 GX1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1089.See file dsdata.txt to determine how the superseded data were derived.
 GX1089
 GX1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB858798(NAD 83)
 GX1089_MARKER: DB = BENCH MARK DISK
 GX1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1089_STAMPING: K 41 1935
 GX1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1089+STABILITY: SURFACE MOTION
 GX1089
 GX1089  HISTORY     - Date     Condition        Report By
 GX1089  HISTORY     - 1935     MONUMENTED       CGS
 GX1089  HISTORY     - 1960     GOOD             NGS
 GX1089
 GX1089                          STATION DESCRIPTION
 GX1089
 GX1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1089'AT BECKLEY.
 GX1089'AT BECKLEY, ABOUT 1.95 MILES EAST-SOUTHEAST ALONG STATE HIGHWAY
 GX1089'3 (BUSINESS ROUTE) FROM THE COURTHOUSE, 0.3 MILE NORTHWEST OF
 GX1089'THE JUNCTION OF STATE HIGHWAY 3 BUSINESS ROUTE (SOUTH KANAHWA
 GX1089'STREET) AND U.S. HIGHWAYS 19 AND 21 BYPASS, 61 FEET WEST-SOUTHWEST
 GX1089'OF THE CENTER LINE OF STATE HIGHWAY 3, AT THE TOP OF GRADES, 31
 GX1089'FEET WEST-SOUTHWEST OF THE WEST-SOUTHWEST EDGE OF CONCRETE
 GX1089'SIDEWALK, 171 1/2 FEET NORTH OF THE NORTH CORNER OF TWO-STORY
 GX1089'CLUBHOUSE OF BLACK KNIGHT COUNTRY CLUB, 45 FEET NORTH-NORTHWEST
 GX1089'OF THE NORTHEAST CORNER OF SMALL BUILDING (CADDY-HOUSE), 3 FEET
 GX1089'EAST-NORTHEAST OF A BOARD FENCE AROUND THE GOLF COURSE, ABOUT 1
 GX1089'FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE
 GX1089'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2512 ***********************************************************************
 GX2512  DESIGNATION -  K 42
 GX2512  PID         -  GX2512
 GX2512  STATE/COUNTY-  WV/WYOMING
 GX2512  USGS QUAD   -  PINEVILLE (1976)
 GX2512
 GX2512                         *CURRENT SURVEY CONTROL
 GX2512  ___________________________________________________________________
 GX2512* NAD 83(1986)-  37 34 40.     (N)    081 30 51.     (W)     SCALED    
 GX2512* NAVD 88     -       404.319  (meters)    1326.50   (feet)  ADJUSTED  
 GX2512  ___________________________________________________________________
 GX2512  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX2512  DYNAMIC HT  -         403.995 (meters)    1325.44  (feet)  COMP
 GX2512  MODELED GRAV-     979,817.1   (mgal)                       NAVD 88
 GX2512
 GX2512  VERT ORDER  -  SECOND    CLASS 0
 GX2512
 GX2512.The horizontal coordinates were scaled from a topographic map and have
 GX2512.an estimated accuracy of +/- 6 seconds.
 GX2512
 GX2512.The orthometric height was determined by differential leveling
 GX2512.and adjusted by the National Geodetic Survey in June 1991..
 GX2512
 GX2512.The geoid height was determined by GEOID03.
 GX2512
 GX2512.The dynamic height is computed by dividing the NAVD 88
 GX2512.geopotential number by the normal gravity value computed on the
 GX2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2512.degrees latitude (g = 980.6199 gals.).
 GX2512
 GX2512.The modeled gravity was interpolated from observed gravity values.
 GX2512
 GX2512;                    North         East    Units  Estimated Accuracy
 GX2512;SPC WV S     -    64,250.      554,580.      MT  (+/- 180 meters Scaled)
 GX2512
 GX2512                          SUPERSEDED SURVEY CONTROL
 GX2512
 GX2512  NGVD 29 (??/??/92)  404.488  (m)         1327.06   (f) ADJ UNCH    2 0
 GX2512
 GX2512.Superseded values are not recommended for survey control.
 GX2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2512.See file dsdata.txt to determine how the superseded data were derived.
 GX2512
 GX2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB546590(NAD 83)
 GX2512_MARKER: DB = BENCH MARK DISK
 GX2512_SETTING: 66 = SET IN ROCK OUTCROP
 GX2512_SP_SET: LEDGE
 GX2512_STAMPING: K 42 1935
 GX2512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2512+STABILITY: POSITION/ELEVATION WELL
 GX2512
 GX2512  HISTORY     - Date     Condition        Report By
 GX2512  HISTORY     - 1935     MONUMENTED       CGS
 GX2512
 GX2512                          STATION DESCRIPTION
 GX2512
 GX2512'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2512'2.5 MI SE FROM PINEVILLE.
 GX2512'2.5 MILES SOUTHEAST ALONG THE VIRGINIAN RAILWAY FROM THE COUNTY
 GX2512'COURTHOUSE AT PINEVILLE, 15 RAILS NORTH OF MILEPOST 10, IN THE TOP
 GX2512'OF THE BASE OF A ROCK LEDGE, 14 FEET EAST OF THE EAST RAIL, AND
 GX2512'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED K 42 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1158 ***********************************************************************
 GX1158  DESIGNATION -  K 43
 GX1158  PID         -  GX1158
 GX1158  STATE/COUNTY-  WV/RALEIGH
 GX1158  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1158
 GX1158                         *CURRENT SURVEY CONTROL
 GX1158  ___________________________________________________________________
 GX1158* NAD 83(1986)-  37 41 37.     (N)    081 14 12.     (W)     SCALED    
 GX1158* NAVD 88     -       649.404  (meters)    2130.59   (feet)  ADJUSTED  
 GX1158  ___________________________________________________________________
 GX1158  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX1158  DYNAMIC HT  -         648.860 (meters)    2128.80  (feet)  COMP
 GX1158  MODELED GRAV-     979,771.1   (mgal)                       NAVD 88
 GX1158
 GX1158  VERT ORDER  -  SECOND    CLASS 0
 GX1158
 GX1158.The horizontal coordinates were scaled from a topographic map and have
 GX1158.an estimated accuracy of +/- 6 seconds.
 GX1158
 GX1158.The orthometric height was determined by differential leveling
 GX1158.and adjusted by the National Geodetic Survey in June 1991..
 GX1158
 GX1158.The geoid height was determined by GEOID03.
 GX1158
 GX1158.The dynamic height is computed by dividing the NAVD 88
 GX1158.geopotential number by the normal gravity value computed on the
 GX1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1158.degrees latitude (g = 980.6199 gals.).
 GX1158
 GX1158.The modeled gravity was interpolated from observed gravity values.
 GX1158
 GX1158;                    North         East    Units  Estimated Accuracy
 GX1158;SPC WV S     -    77,010.      579,130.      MT  (+/- 180 meters Scaled)
 GX1158
 GX1158                          SUPERSEDED SURVEY CONTROL
 GX1158
 GX1158  NGVD 29 (??/??/92)  649.542  (m)         2131.04   (f) ADJ UNCH    2 0
 GX1158
 GX1158.Superseded values are not recommended for survey control.
 GX1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1158.See file dsdata.txt to determine how the superseded data were derived.
 GX1158
 GX1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB791718(NAD 83)
 GX1158_MARKER: DB = BENCH MARK DISK
 GX1158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1158_SP_SET: OVERPASS
 GX1158_STAMPING: K 43 1935
 GX1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1158
 GX1158  HISTORY     - Date     Condition        Report By
 GX1158  HISTORY     - 1935     MONUMENTED       CGS
 GX1158  HISTORY     - 1960     GOOD             NGS
 GX1158
 GX1158                          STATION DESCRIPTION
 GX1158
 GX1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1158'2.6 MI NE FROM MC ALPIN.
 GX1158'ABOUT 2.65 MILES NORTHEAST ALONG THE VIRGINIAN RAILWAY FROM THE
 GX1158'POST OFFICE AT MC ALPIN, AT RAILROAD OVERPASS OVER A CREEK AND
 GX1158'THE CHESAPEAKE AND OHIO RAILWAY, IN THE TOP OF CONCRETE ABUTMENT,
 GX1158'ABOUT 7 RAILS SOUTHWEST OF SOUTHWEST END OF A SHORT CONCRETE
 GX1158'TUNNEL, 6 FEET SOUTHEAST OF SOUTHEAST RAIL, 1 FOOT NORTHWEST OF
 GX1158'SOUTHEAST END OF ABUTMENT AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 GX1158'TRACK.  NOTE-- LEVELING IN 1960 INDICATES THAT THIS MARK HAS
 GX1158'SETTLED.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2180 ***********************************************************************
 GX2180  DESIGNATION -  K 44
 GX2180  PID         -  GX2180
 GX2180  STATE/COUNTY-  WV/WYOMING
 GX2180  USGS QUAD   -  PINEVILLE (1976)
 GX2180
 GX2180                         *CURRENT SURVEY CONTROL
 GX2180  ___________________________________________________________________
 GX2180* NAD 83(1986)-  37 33 05.     (N)    081 33 11.     (W)     SCALED    
 GX2180* NAVD 88     -       554.865  (meters)    1820.42   (feet)  ADJUSTED  
 GX2180  ___________________________________________________________________
 GX2180  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX2180  DYNAMIC HT  -         554.424 (meters)    1818.97  (feet)  COMP
 GX2180  MODELED GRAV-     979,818.0   (mgal)                       NAVD 88
 GX2180
 GX2180  VERT ORDER  -  SECOND    CLASS 0
 GX2180
 GX2180.The horizontal coordinates were scaled from a topographic map and have
 GX2180.an estimated accuracy of +/- 6 seconds.
 GX2180
 GX2180.The orthometric height was determined by differential leveling
 GX2180.and adjusted by the National Geodetic Survey in June 1991..
 GX2180
 GX2180.The geoid height was determined by GEOID03.
 GX2180
 GX2180.The dynamic height is computed by dividing the NAVD 88
 GX2180.geopotential number by the normal gravity value computed on the
 GX2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2180.degrees latitude (g = 980.6199 gals.).
 GX2180
 GX2180.The modeled gravity was interpolated from observed gravity values.
 GX2180
 GX2180;                    North         East    Units  Estimated Accuracy
 GX2180;SPC WV S     -    61,340.      551,130.      MT  (+/- 180 meters Scaled)
 GX2180
 GX2180                          SUPERSEDED SURVEY CONTROL
 GX2180
 GX2180  NGVD 29 (??/??/92)  555.04   (m)         1821.0    (f) COMPUTED    2 0
 GX2180
 GX2180.Superseded values are not recommended for survey control.
 GX2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2180.See file dsdata.txt to determine how the superseded data were derived.
 GX2180
 GX2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB511561(NAD 83)
 GX2180_MARKER: DB = BENCH MARK DISK
 GX2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2180_STAMPING: K 44 1935
 GX2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2180+STABILITY: SURFACE MOTION
 GX2180
 GX2180  HISTORY     - Date     Condition        Report By
 GX2180  HISTORY     - 1935     MONUMENTED       CGS
 GX2180  HISTORY     - 1963     GOOD             AEROS
 GX2180
 GX2180                          STATION DESCRIPTION
 GX2180
 GX2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2180'3.4 MI S FROM PINEVILLE.
 GX2180'ALONG WEST VIRGINIA HIGHWAY 12, AT INTERSECTION WITH ROAD
 GX2180'LEADING TO LAMBERT KNOB FIRETOWER, 30 YARDS SOUTH OF CENTERLINE
 GX2180'OF HIGHWAY, 25 YARDS EAST OF CENTERLINE OF ROAD TO TOWER, AT
 GX2180'TOP OF WOLF PEN GAP, LEVEL WITH GRADE OF ROAD, ON TOP OF CONCRETE
 GX2180'POST.
 GX2180
 GX2180                          STATION RECOVERY (1963)
 GX2180
 GX2180'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2216 ***********************************************************************
 GX2216  DESIGNATION -  K 45
 GX2216  PID         -  GX2216
 GX2216  STATE/COUNTY-  WV/LOGAN
 GX2216  USGS QUAD   -  MAN (1976)
 GX2216
 GX2216                         *CURRENT SURVEY CONTROL
 GX2216  ___________________________________________________________________
 GX2216* NAD 83(1986)-  37 44 33.     (N)    081 52 35.     (W)     SCALED    
 GX2216* NAVD 88     -       237.744  (meters)     780.00   (feet)  ADJUSTED  
 GX2216  ___________________________________________________________________
 GX2216  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GX2216  DYNAMIC HT  -         237.566 (meters)     779.41  (feet)  COMP
 GX2216  MODELED GRAV-     979,876.4   (mgal)                       NAVD 88
 GX2216
 GX2216  VERT ORDER  -  SECOND    CLASS 0
 GX2216
 GX2216.The horizontal coordinates were scaled from a topographic map and have
 GX2216.an estimated accuracy of +/- 6 seconds.
 GX2216
 GX2216.The orthometric height was determined by differential leveling
 GX2216.and adjusted by the National Geodetic Survey in June 1991..
 GX2216
 GX2216.The geoid height was determined by GEOID03.
 GX2216
 GX2216.The dynamic height is computed by dividing the NAVD 88
 GX2216.geopotential number by the normal gravity value computed on the
 GX2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2216.degrees latitude (g = 980.6199 gals.).
 GX2216
 GX2216.The modeled gravity was interpolated from observed gravity values.
 GX2216
 GX2216;                    North         East    Units  Estimated Accuracy
 GX2216;SPC WV S     -    82,770.      522,760.      MT  (+/- 180 meters Scaled)
 GX2216
 GX2216                          SUPERSEDED SURVEY CONTROL
 GX2216
 GX2216  NGVD 29 (??/??/92)  237.957  (m)          780.70   (f) ADJ UNCH    2 0
 GX2216
 GX2216.Superseded values are not recommended for survey control.
 GX2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2216.See file dsdata.txt to determine how the superseded data were derived.
 GX2216
 GX2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB227776(NAD 83)
 GX2216_MARKER: DB = BENCH MARK DISK
 GX2216_SETTING: 66 = SET IN ROCK OUTCROP
 GX2216_SP_SET: ROCK CUT
 GX2216_STAMPING: K 45 1935
 GX2216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2216+STABILITY: POSITION/ELEVATION WELL
 GX2216
 GX2216  HISTORY     - Date     Condition        Report By
 GX2216  HISTORY     - 1935     MONUMENTED       CGS
 GX2216  HISTORY     - 1957     GOOD             NGS
 GX2216  HISTORY     - 1958     GOOD             NGS
 GX2216  HISTORY     - 1981     GOOD             LOCSUR
 GX2216
 GX2216                          STATION DESCRIPTION
 GX2216
 GX2216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2216'AT MAN.
 GX2216'AT MAN, ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 10 FROM THE
 GX2216'NORTH END OF HIGHWAY BRIDGE OVER BUFFALO CREEK, ON THE EAST SLOPE
 GX2216'OF A GRADE, SET VERTICALLY IN THE SOUTH FACE OF A LARGE ROCK CUT,
 GX2216'18 FEET NORTH OF CENTER LINE OF HIGHWAY, 42 FEET WEST OF NORTH END
 GX2216'OF A 2-FOOT STONE CULVERT, 2 1/2 FEET ABOVE A FLAT ROCK LEDGE AND
 GX2216'ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
 GX2216
 GX2216                          STATION RECOVERY (1958)
 GX2216
 GX2216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GX2216'RECOVERED IN GOOD CONDITION.
 GX2216
 GX2216                          STATION RECOVERY (1981)
 GX2216
 GX2216'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 GX2216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0040 ***********************************************************************
 GY0040  DESIGNATION -  K 46
 GY0040  PID         -  GY0040
 GY0040  STATE/COUNTY-  WV/MINGO
 GY0040  USGS QUAD   -  KERMIT (1992)
 GY0040
 GY0040                         *CURRENT SURVEY CONTROL
 GY0040  ___________________________________________________________________
 GY0040* NAD 83(1986)-  37 50 24.     (N)    082 24 31.     (W)     SCALED    
 GY0040* NAVD 88     -       190.267  (meters)     624.23   (feet)  ADJUSTED  
 GY0040  ___________________________________________________________________
 GY0040  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GY0040  DYNAMIC HT  -         190.127 (meters)     623.77  (feet)  COMP
 GY0040  MODELED GRAV-     979,891.0   (mgal)                       NAVD 88
 GY0040
 GY0040  VERT ORDER  -  SECOND    CLASS 0
 GY0040
 GY0040.The horizontal coordinates were scaled from a topographic map and have
 GY0040.an estimated accuracy of +/- 6 seconds.
 GY0040
 GY0040.The orthometric height was determined by differential leveling
 GY0040.and adjusted by the National Geodetic Survey in June 1991..
 GY0040
 GY0040.The geoid height was determined by GEOID03.
 GY0040
 GY0040.The dynamic height is computed by dividing the NAVD 88
 GY0040.geopotential number by the normal gravity value computed on the
 GY0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0040.degrees latitude (g = 980.6199 gals.).
 GY0040
 GY0040.The modeled gravity was interpolated from observed gravity values.
 GY0040
 GY0040;                    North         East    Units  Estimated Accuracy
 GY0040;SPC WV S     -    94,170.      476,020.      MT  (+/- 180 meters Scaled)
 GY0040
 GY0040                          SUPERSEDED SURVEY CONTROL
 GY0040
 GY0040  NGVD 29 (??/??/92)  190.483  (m)          624.94   (f) ADJ UNCH    2 0
 GY0040
 GY0040.Superseded values are not recommended for survey control.
 GY0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0040.See file dsdata.txt to determine how the superseded data were derived.
 GY0040
 GY0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB760889(NAD 83)
 GY0040_MARKER: DB = BENCH MARK DISK
 GY0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0040_STAMPING: K 46 1935 624.943
 GY0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0040+STABILITY: SURFACE MOTION
 GY0040
 GY0040  HISTORY     - Date     Condition        Report By
 GY0040  HISTORY     - 1935     MONUMENTED       CGS
 GY0040  HISTORY     - 1956     GOOD             NGS
 GY0040
 GY0040                          STATION DESCRIPTION
 GY0040
 GY0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0040'AT KERMIT.
 GY0040'AT KERMIT, 0.1 MILE NORTHWEST AND ACROSS TRACKS FROM THE NORFOLK
 GY0040'AND WESTERN RAILROAD STATION, AT THE INTERSECTION OF MINGO AND
 GY0040'ELM STREETS, 4.5 FEET WEST OF WEST CURB OF MINGO STREET, 4.5
 GY0040'FEET NORTH OF NORTH CURB OF ELM STREET, 25 FEET WEST AND ACROSS
 GY0040'MINGO STREET FROM WEST STONE CURBING OF RAILROAD RIGHT-OF-WAY,
 GY0040'ABOUT LEVEL WITH MINGO STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0124 ***********************************************************************
 GY0124  DESIGNATION -  K 47
 GY0124  PID         -  GY0124
 GY0124  STATE/COUNTY-  WV/MINGO
 GY0124  USGS QUAD   -  MATEWAN (1992)
 GY0124
 GY0124                         *CURRENT SURVEY CONTROL
 GY0124  ___________________________________________________________________
 GY0124* NAD 83(1986)-  37 34 10.     (N)    082 08 28.     (W)     SCALED    
 GY0124* NAVD 88     -       221.156  (meters)     725.58   (feet)  ADJUSTED  
 GY0124  ___________________________________________________________________
 GY0124  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GY0124  DYNAMIC HT  -         220.988 (meters)     725.02  (feet)  COMP
 GY0124  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 GY0124
 GY0124  VERT ORDER  -  SECOND    CLASS 0
 GY0124
 GY0124.The horizontal coordinates were scaled from a topographic map and have
 GY0124.an estimated accuracy of +/- 6 seconds.
 GY0124
 GY0124.The orthometric height was determined by differential leveling
 GY0124.and adjusted by the National Geodetic Survey in June 1991..
 GY0124
 GY0124.The geoid height was determined by GEOID03.
 GY0124
 GY0124.The dynamic height is computed by dividing the NAVD 88
 GY0124.geopotential number by the normal gravity value computed on the
 GY0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0124.degrees latitude (g = 980.6199 gals.).
 GY0124
 GY0124.The modeled gravity was interpolated from observed gravity values.
 GY0124
 GY0124;                    North         East    Units  Estimated Accuracy
 GY0124;SPC WV S     -    63,820.      499,200.      MT  (+/- 180 meters Scaled)
 GY0124
 GY0124                          SUPERSEDED SURVEY CONTROL
 GY0124
 GY0124  NGVD 29 (??/??/92)  221.375  (m)          726.29   (f) ADJ UNCH    2 0
 GY0124
 GY0124.Superseded values are not recommended for survey control.
 GY0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0124.See file dsdata.txt to determine how the superseded data were derived.
 GY0124
 GY0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB992586(NAD 83)
 GY0124_MARKER: DB = BENCH MARK DISK
 GY0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0124_STAMPING: K 47 1935
 GY0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0124+STABILITY: SURFACE MOTION
 GY0124
 GY0124  HISTORY     - Date     Condition        Report By
 GY0124  HISTORY     - 1935     MONUMENTED       CGS
 GY0124  HISTORY     - 1952     MARK NOT FOUND   NGS
 GY0124  HISTORY     - 1953     MARK NOT FOUND   NGS
 GY0124
 GY0124                          STATION DESCRIPTION
 GY0124
 GY0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY0124'0.4 MI N FROM DELORME.
 GY0124'AT DELORME, ON THE NORFOLK AND WESTERN RAILWAY, 0.4 MILE
 GY0124'NORTH OF THE STATION, 8-1/2 RAILS NORTH OF THE CROSSING OF
 GY0124'STATE HIGHWAY 49, 49.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 GY0124'OF THE SECTION FOREMANS HOUSE, 23.9 FEET SOUTHEAST OF THE
 GY0124'SOUTHEAST RAIL OF THE EAST-BOUND TRACK, 23.3 FEET NORTHWEST OF THE
 GY0124'NORTHWEST RAIL OF THE WEST-BOUND TRACK, AND ABOUT 1 FOOT BELOW
 GY0124'THE LEVEL OF THE RAIL.  A STANDARD DISK, STAMPED K 47 1935 AND
 GY0124'SET IN THE TOP OF A CONCRETE POST.
 GY0124
 GY0124                          STATION RECOVERY (1953)
 GY0124
 GY0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GY0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1597 ***********************************************************************
 GX1597  DESIGNATION -  K 48
 GX1597  PID         -  GX1597
 GX1597  STATE/COUNTY-  WV/MCDOWELL
 GX1597  USGS QUAD   -  IAEGER (1976)
 GX1597
 GX1597                         *CURRENT SURVEY CONTROL
 GX1597  ___________________________________________________________________
 GX1597* NAD 83(1986)-  37 28 02.     (N)    081 52 07.     (W)     SCALED    
 GX1597* NAVD 88     -       292.051  (meters)     958.17   (feet)  ADJUSTED  
 GX1597  ___________________________________________________________________
 GX1597  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX1597  DYNAMIC HT  -         291.816 (meters)     957.40  (feet)  COMP
 GX1597  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 GX1597
 GX1597  VERT ORDER  -  SECOND    CLASS 0
 GX1597
 GX1597.The horizontal coordinates were scaled from a topographic map and have
 GX1597.an estimated accuracy of +/- 6 seconds.
 GX1597
 GX1597.The orthometric height was determined by differential leveling
 GX1597.and adjusted by the National Geodetic Survey in June 1991..
 GX1597
 GX1597.The geoid height was determined by GEOID03.
 GX1597
 GX1597.The dynamic height is computed by dividing the NAVD 88
 GX1597.geopotential number by the normal gravity value computed on the
 GX1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1597.degrees latitude (g = 980.6199 gals.).
 GX1597
 GX1597.The modeled gravity was interpolated from observed gravity values.
 GX1597
 GX1597;                    North         East    Units  Estimated Accuracy
 GX1597;SPC WV S     -    52,220.      523,160.      MT  (+/- 180 meters Scaled)
 GX1597
 GX1597                          SUPERSEDED SURVEY CONTROL
 GX1597
 GX1597  NGVD 29 (??/??/92)  292.253  (m)          958.83   (f) ADJ UNCH    2 0
 GX1597
 GX1597.Superseded values are not recommended for survey control.
 GX1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1597.See file dsdata.txt to determine how the superseded data were derived.
 GX1597
 GX1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB231470(NAD 83)
 GX1597_MARKER: DB = BENCH MARK DISK
 GX1597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1597_SP_SET: HEADWALL
 GX1597_STAMPING: K 48 1935
 GX1597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1597
 GX1597  HISTORY     - Date     Condition        Report By
 GX1597  HISTORY     - 1935     MONUMENTED       CGS
 GX1597
 GX1597                          STATION DESCRIPTION
 GX1597
 GX1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1597'2.2 MI SE FROM PANTHER.
 GX1597'2.2 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1597'THE STATION AT PANTHER, MCDOWELL COUNTY, 0.2 MILE NORTHWEST OF
 GX1597'MILEPOST N 427, 16 FEET NORTH OF TELEPHONE POLE 427/10, AT A
 GX1597'SANDSTONE CULVERT, IN THE TOP OF THE SOUTH HEADWALL, 6 INCHES
 GX1597'FROM THE SOUTHWEST CORNER, 11.1 FEET SOUTH OF THE SOUTH RAIL, AND
 GX1597'ABOUT 2 FEET BELOW THE LEVEL OF THE RAIL.  A STANDARD DISK,
 GX1597'STAMPED K 48 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1674 ***********************************************************************
 GX1674  DESIGNATION -  K 49
 GX1674  PID         -  GX1674
 GX1674  STATE/COUNTY-  WV/MCDOWELL
 GX1674  USGS QUAD   -  WELCH (1976)
 GX1674
 GX1674                         *CURRENT SURVEY CONTROL
 GX1674  ___________________________________________________________________
 GX1674* NAD 83(1986)-  37 25 00.     (N)    081 31 06.     (W)     SCALED    
 GX1674* NAVD 88     -       442.717  (meters)    1452.48   (feet)  ADJUSTED  
 GX1674  ___________________________________________________________________
 GX1674  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1674  DYNAMIC HT  -         442.348 (meters)    1451.27  (feet)  COMP
 GX1674  MODELED GRAV-     979,784.9   (mgal)                       NAVD 88
 GX1674
 GX1674  VERT ORDER  -  SECOND    CLASS 0
 GX1674
 GX1674.The horizontal coordinates were scaled from a topographic map and have
 GX1674.an estimated accuracy of +/- 6 seconds.
 GX1674
 GX1674.The orthometric height was determined by differential leveling
 GX1674.and adjusted by the National Geodetic Survey in June 1991..
 GX1674
 GX1674.The geoid height was determined by GEOID03.
 GX1674
 GX1674.The dynamic height is computed by dividing the NAVD 88
 GX1674.geopotential number by the normal gravity value computed on the
 GX1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1674.degrees latitude (g = 980.6199 gals.).
 GX1674
 GX1674.The modeled gravity was interpolated from observed gravity values.
 GX1674
 GX1674;                    North         East    Units  Estimated Accuracy
 GX1674;SPC WV S     -    46,370.      554,120.      MT  (+/- 180 meters Scaled)
 GX1674
 GX1674                          SUPERSEDED SURVEY CONTROL
 GX1674
 GX1674  NGVD 29 (??/??/92)  442.88   (m)         1453.0    (f) COMPUTED    2 0
 GX1674
 GX1674.Superseded values are not recommended for survey control.
 GX1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1674.See file dsdata.txt to determine how the superseded data were derived.
 GX1674
 GX1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB541412(NAD 83)
 GX1674_MARKER: DB = BENCH MARK DISK
 GX1674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1674_SP_SET: ABUTMENT
 GX1674_STAMPING: K 49 1935
 GX1674_MARK LOGO: CGS   
 GX1674_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX1674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1674
 GX1674  HISTORY     - Date     Condition        Report By
 GX1674  HISTORY     - 1935     MONUMENTED       CGS
 GX1674  HISTORY     - 1958     GOOD             NGS
 GX1674  HISTORY     - 19990405 SEE DESCRIPTION  NWRR
 GX1674
 GX1674                          STATION DESCRIPTION
 GX1674
 GX1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1674'1.2 MI SW FROM KIMBALL.
 GX1674'1.15 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1674'THE STATION AT KIMBALL, 7 FEET EAST OF THE EAST RAIL OF THE EAST
 GX1674'TRACK, IN TOP OF THE EAST END OF THE SOUTH ABUTMENT FOR BRIDGE
 GX1674'866 OVER UPPER BELCHER BRANCH AND A NARROW ROAD LEADING EAST,
 GX1674'AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GX1674
 GX1674                          STATION RECOVERY (1999)
 GX1674
 GX1674'RECOVERY NOTE BY NORFOLK AND WESTERN RR 1999 (RKP)
 GX1674'DESTROYED. DISK WAS REMOVED FROM LOCATION ON ACCOUNT OF BRIDGE
 GX1674'REPLACEMENT AT BIG 4 WV BRIDGE N 393.54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2228 ***********************************************************************
 GX2228  DESIGNATION -  K 50
 GX2228  PID         -  GX2228
 GX2228  STATE/COUNTY-  WV/LOGAN
 GX2228  USGS QUAD   -  HENLAWSON (1976)
 GX2228
 GX2228                         *CURRENT SURVEY CONTROL
 GX2228  ___________________________________________________________________
 GX2228* NAD 83(1986)-  37 54 10.     (N)    081 59 11.     (W)     SCALED    
 GX2228* NAVD 88     -       203.359  (meters)     667.19   (feet)  ADJUSTED  
 GX2228  ___________________________________________________________________
 GX2228  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GX2228  DYNAMIC HT  -         203.210 (meters)     666.70  (feet)  COMP
 GX2228  MODELED GRAV-     979,896.6   (mgal)                       NAVD 88
 GX2228
 GX2228  VERT ORDER  -  SECOND    CLASS 0
 GX2228
 GX2228.The horizontal coordinates were scaled from a topographic map and have
 GX2228.an estimated accuracy of +/- 6 seconds.
 GX2228
 GX2228.The orthometric height was determined by differential leveling
 GX2228.and adjusted by the National Geodetic Survey in June 1991..
 GX2228
 GX2228.The geoid height was determined by GEOID03.
 GX2228
 GX2228.The dynamic height is computed by dividing the NAVD 88
 GX2228.geopotential number by the normal gravity value computed on the
 GX2228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2228.degrees latitude (g = 980.6199 gals.).
 GX2228
 GX2228.The modeled gravity was interpolated from observed gravity values.
 GX2228
 GX2228;                    North         East    Units  Estimated Accuracy
 GX2228;SPC WV S     -   100,660.      513,260.      MT  (+/- 180 meters Scaled)
 GX2228
 GX2228                          SUPERSEDED SURVEY CONTROL
 GX2228
 GX2228  NGVD 29 (??/??/92)  203.577  (m)          667.90   (f) ADJ UNCH    2 0
 GX2228
 GX2228.Superseded values are not recommended for survey control.
 GX2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2228.See file dsdata.txt to determine how the superseded data were derived.
 GX2228
 GX2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB132954(NAD 83)
 GX2228_MARKER: DB = BENCH MARK DISK
 GX2228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2228_SP_SET: FOUNDATION
 GX2228_STAMPING: K 50 1935
 GX2228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2228
 GX2228  HISTORY     - Date     Condition        Report By
 GX2228  HISTORY     - 1935     MONUMENTED       CGS
 GX2228  HISTORY     - 1957     GOOD             NGS
 GX2228
 GX2228                          STATION DESCRIPTION
 GX2228
 GX2228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2228'2.2 MI S FROM PECKS MILL.
 GX2228'ABOUT 2.25 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX2228'THE OVERPASS OF STATE HIGHWAY 10 OVER TRACKS AT PECKS MILL AT
 GX2228'HENLAWSON, 382 YARDS SOUTHWEST OF MILE POST 61, 89 FEET SOUTHEAST
 GX2228'OF SOUTHEAST RAID OF SOUTHEAST TRACK, 30 FEET SOUTHEAST OF CENTER
 GX2228'LINE OF A ROAD PARALLEL TO TRACK, SET VERTICALLY IN THE NORTHWEST
 GX2228'FACE OF CONCRETE FOUNDATION OF 1-STORY FRAME SCHOOL BUILDING,
 GX2228'10 FEET NORTHEAST OF WEST CORNER OF BUILDING AND 2 1/2 FEET ABOVE
 GX2228'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0525 ***********************************************************************
 HY0525  DESIGNATION -  K 51
 HY0525  PID         -  HY0525
 HY0525  STATE/COUNTY-  WV/LINCOLN
 HY0525  USGS QUAD   -  WEST HAMLIN (1989)
 HY0525
 HY0525                         *CURRENT SURVEY CONTROL
 HY0525  ___________________________________________________________________
 HY0525* NAD 83(1986)-  38 17 32.     (N)    082 11 31.     (W)     SCALED    
 HY0525* NAVD 88     -       179.012  (meters)     587.31   (feet)  ADJUSTED  
 HY0525  ___________________________________________________________________
 HY0525  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HY0525  DYNAMIC HT  -         178.887 (meters)     586.90  (feet)  COMP
 HY0525  MODELED GRAV-     979,927.3   (mgal)                       NAVD 88
 HY0525
 HY0525  VERT ORDER  -  SECOND    CLASS 0
 HY0525
 HY0525.The horizontal coordinates were scaled from a topographic map and have
 HY0525.an estimated accuracy of +/- 6 seconds.
 HY0525
 HY0525.The orthometric height was determined by differential leveling
 HY0525.and adjusted by the National Geodetic Survey in June 1991..
 HY0525
 HY0525.The geoid height was determined by GEOID03.
 HY0525
 HY0525.The dynamic height is computed by dividing the NAVD 88
 HY0525.geopotential number by the normal gravity value computed on the
 HY0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0525.degrees latitude (g = 980.6199 gals.).
 HY0525
 HY0525.The modeled gravity was interpolated from observed gravity values.
 HY0525
 HY0525;                    North         East    Units  Estimated Accuracy
 HY0525;SPC WV S     -   144,090.      495,740.      MT  (+/- 180 meters Scaled)
 HY0525
 HY0525                          SUPERSEDED SURVEY CONTROL
 HY0525
 HY0525  NGVD 29 (??/??/92)  179.213  (m)          587.97   (f) ADJ UNCH    2 0
 HY0525
 HY0525.Superseded values are not recommended for survey control.
 HY0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0525.See file dsdata.txt to determine how the superseded data were derived.
 HY0525
 HY0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC957389(NAD 83)
 HY0525_MARKER: DB = BENCH MARK DISK
 HY0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0525_SP_SET: CULVERT
 HY0525_STAMPING: K 51 1935
 HY0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0525
 HY0525  HISTORY     - Date     Condition        Report By
 HY0525  HISTORY     - 1935     MONUMENTED       CGS
 HY0525  HISTORY     - 1957     GOOD             NGS
 HY0525
 HY0525                          STATION DESCRIPTION
 HY0525
 HY0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0525'0.4 MI N FROM WEST HAMLIN.
 HY0525'ABOUT 0.4 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY0525'THE STATION AT WEST HAMLIN, 0.2 MILE NORTH OF MILE POST 17,
 HY0525'9 FEET EAST OF EAST RAIL OF EAST TRACK, 16 FEET WEST OF CENTER
 HY0525'LINE OF STATE HIGHWAY 10, IN THE TOP OF NORTH END OF WEST
 HY0525'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT UNDER HIGHWAY AND
 HY0525'ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0177 ***********************************************************************
 JX0177  DESIGNATION -  K 54
 JX0177  PID         -  JX0177
 JX0177  STATE/COUNTY-  WV/MARION
 JX0177  USGS QUAD   -  FAIRMONT WEST (1976)
 JX0177
 JX0177                         *CURRENT SURVEY CONTROL
 JX0177  ___________________________________________________________________
 JX0177* NAD 83(1986)-  39 27 56.     (N)    080 08 52.     (W)     SCALED    
 JX0177* NAVD 88     -       271.082  (meters)     889.37   (feet)  POSTED    
 JX0177  ___________________________________________________________________
 JX0177  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JX0177  DYNAMIC HT  -         270.920 (meters)     888.84  (feet)  COMP
 JX0177  MODELED GRAV-     980,016.6   (mgal)                       NAVD 88
 JX0177
 JX0177  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0177
 JX0177.The horizontal coordinates were scaled from a topographic map and have
 JX0177.an estimated accuracy of +/- 6 seconds.
 JX0177
 JX0177.The orthometric height was determined by differential leveling
 JX0177.and adjusted by the National Geodetic Survey in 1992..
 JX0177.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0177.rate of 0.0 thru 1.0 mm/km.
 JX0177
 JX0177.The geoid height was determined by GEOID03.
 JX0177
 JX0177.The dynamic height is computed by dividing the NAVD 88
 JX0177.geopotential number by the normal gravity value computed on the
 JX0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0177.degrees latitude (g = 980.6199 gals.).
 JX0177
 JX0177.The modeled gravity was interpolated from observed gravity values.
 JX0177
 JX0177;                    North         East    Units  Estimated Accuracy
 JX0177;SPC WV N     -   107,390.      544,260.      MT  (+/- 180 meters Scaled)
 JX0177
 JX0177                          SUPERSEDED SURVEY CONTROL
 JX0177
 JX0177  NGVD 29 (??/??/92)  271.252  (m)          889.93   (f) ADJ UNCH    1 2
 JX0177
 JX0177.Superseded values are not recommended for survey control.
 JX0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0177.See file dsdata.txt to determine how the superseded data were derived.
 JX0177
 JX0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND733687(NAD 83)
 JX0177_MARKER: DB = BENCH MARK DISK
 JX0177_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX0177_SP_SET: RAILROAD BRIDGE ABUTMENT
 JX0177_STAMPING: K 54 1935
 JX0177_MARK LOGO: CGS   
 JX0177_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0177
 JX0177  HISTORY     - Date     Condition        Report By
 JX0177  HISTORY     - 1935     MONUMENTED       CGS
 JX0177  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0177  HISTORY     - 19890907 GOOD             HARTMN
 JX0177
 JX0177                          STATION DESCRIPTION
 JX0177
 JX0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0177'1.4 MI S FROM FAIRMONT.
 JX0177'1.4 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0177'STATION AT FAIRMONT, MARION COUNTY, AT THE SOUTHWEST ABUTMENT OF
 JX0177'THE MONONGAHELA RIVER BRIDGE, OPPOSITE POLE 300+28, IN THE TOP
 JX0177'OF THE SECOND STONE FROM THE SOUTHEAST END OF THE SOUTHEAST
 JX0177'WINGWALL, AND 18 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.
 JX0177'A STANDARD DISK, STAMPED K 54 1935.
 JX0177
 JX0177                          STATION RECOVERY (1983)
 JX0177
 JX0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0177'NOT RECOVERED, THE ROCK WINGWALLS NOW HAVE CONCRETE TOPPING AND THE
 JX0177'MARK IS CONSIDERED DESTROYED.
 JX0177
 JX0177                          STATION RECOVERY (1989)
 JX0177
 JX0177'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX0177'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 128.5, AT FAIRMONT,
 JX0177'ABOUT 1500 FT (457.2 MT) NORTHEAST OF THE CONFLUENCE OF THE TYGART
 JX0177'VALLEY RIVER AND THE WEST FORK RIVER, A STANDARD USCGS BENCHMARK DISK
 JX0177'SET IN THE EAST SIDE OF THE SOUTH STONE ABUTMENT OF THE BALTIMORE AND
 JX0177'OHIO RAILROAD BRIDGE OVER THE MONONGAHELA RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0363 ***********************************************************************
 JW0363  DESIGNATION -  K 60
 JW0363  PID         -  JW0363
 JW0363  STATE/COUNTY-  WV/HARDY
 JW0363  USGS QUAD   -  NEEDMORE (1970)
 JW0363
 JW0363                         *CURRENT SURVEY CONTROL
 JW0363  ___________________________________________________________________
 JW0363* NAD 83(1986)-  39 00 11.     (N)    078 46 23.     (W)     SCALED    
 JW0363* NAVD 88     -       405.925  (meters)    1331.77   (feet)  ADJUSTED  
 JW0363  ___________________________________________________________________
 JW0363  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JW0363  DYNAMIC HT  -         405.640 (meters)    1330.84  (feet)  COMP
 JW0363  MODELED GRAV-     979,913.9   (mgal)                       NAVD 88
 JW0363
 JW0363  VERT ORDER  -  SECOND    CLASS 0
 JW0363
 JW0363.The horizontal coordinates were scaled from a topographic map and have
 JW0363.an estimated accuracy of +/- 6 seconds.
 JW0363
 JW0363.The orthometric height was determined by differential leveling
 JW0363.and adjusted by the National Geodetic Survey in June 1991..
 JW0363
 JW0363.The geoid height was determined by GEOID03.
 JW0363
 JW0363.The dynamic height is computed by dividing the NAVD 88
 JW0363.geopotential number by the normal gravity value computed on the
 JW0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0363.degrees latitude (g = 980.6199 gals.).
 JW0363
 JW0363.The modeled gravity was interpolated from observed gravity values.
 JW0363
 JW0363;                    North         East    Units  Estimated Accuracy
 JW0363;SPC WV N     -    56,100.      662,970.      MT  (+/- 180 meters Scaled)
 JW0363
 JW0363                          SUPERSEDED SURVEY CONTROL
 JW0363
 JW0363  NGVD 29 (??/??/92)  406.063  (m)         1332.22   (f) ADJ UNCH    2 0
 JW0363
 JW0363.Superseded values are not recommended for survey control.
 JW0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0363.See file dsdata.txt to determine how the superseded data were derived.
 JW0363
 JW0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD928194(NAD 83)
 JW0363_MARKER: DB = BENCH MARK DISK
 JW0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0363_SP_SET: BRIDGE
 JW0363_STAMPING: K 60 1935
 JW0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0363
 JW0363  HISTORY     - Date     Condition        Report By
 JW0363  HISTORY     - 1935     MONUMENTED       CGS
 JW0363  HISTORY     - 1962     GOOD             NGS
 JW0363
 JW0363                          STATION DESCRIPTION
 JW0363
 JW0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JW0363'2.9 MI S FROM BAKER.
 JW0363'2.9 MILES SOUTH ALONG FORMER STATE HIGHWAY 58 FROM THE BAKER RUN
 JW0363'BRIDGE AT BAKER, HARDY COUNTY, 90 FEET NORTHWEST OF THE NORTHWEST
 JW0363'CORNER OF A RED BARN, AT CULVERT 159 + 58, IN THE TOP OF THE SOUTH
 JW0363'END OF A CONCRETE HEADWALL, AND 18 FEET WEST OF THE CENTERLINE
 JW0363'OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 60 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1521 ***********************************************************************
 HW1521  DESIGNATION -  K 61
 HW1521  PID         -  HW1521
 HW1521  STATE/COUNTY-  WV/PENDLETON
 HW1521  USGS QUAD   -  FORT SEYBERT (1979)
 HW1521
 HW1521                         *CURRENT SURVEY CONTROL
 HW1521  ___________________________________________________________________
 HW1521* NAD 83(1986)-  38 39 27.     (N)    079 14 16.     (W)     SCALED    
 HW1521* NAVD 88     -       597.198  (meters)    1959.31   (feet)  ADJUSTED  
 HW1521  ___________________________________________________________________
 HW1521  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 HW1521  DYNAMIC HT  -         596.757 (meters)    1957.86  (feet)  COMP
 HW1521  MODELED GRAV-     979,870.8   (mgal)                       NAVD 88
 HW1521
 HW1521  VERT ORDER  -  SECOND    CLASS 0
 HW1521
 HW1521.The horizontal coordinates were scaled from a topographic map and have
 HW1521.an estimated accuracy of +/- 6 seconds.
 HW1521
 HW1521.The orthometric height was determined by differential leveling
 HW1521.and adjusted by the National Geodetic Survey in June 1991..
 HW1521
 HW1521.The geoid height was determined by GEOID03.
 HW1521
 HW1521.The dynamic height is computed by dividing the NAVD 88
 HW1521.geopotential number by the normal gravity value computed on the
 HW1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1521.degrees latitude (g = 980.6199 gals.).
 HW1521
 HW1521.The modeled gravity was interpolated from observed gravity values.
 HW1521
 HW1521;                    North         East    Units  Estimated Accuracy
 HW1521;SPC WV S     -   185,430.      753,370.      MT  (+/- 180 meters Scaled)
 HW1521
 HW1521                          SUPERSEDED SURVEY CONTROL
 HW1521
 HW1521  NGVD 29 (??/??/92)  597.306  (m)         1959.66   (f) ADJ UNCH    2 0
 HW1521
 HW1521.Superseded values are not recommended for survey control.
 HW1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1521.See file dsdata.txt to determine how the superseded data were derived.
 HW1521
 HW1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC533802(NAD 83)
 HW1521_MARKER: DB = BENCH MARK DISK
 HW1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1521_STAMPING: K 61 1935
 HW1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1521+STABILITY: SURFACE MOTION
 HW1521
 HW1521  HISTORY     - Date     Condition        Report By
 HW1521  HISTORY     - 1935     MONUMENTED       CGS
 HW1521  HISTORY     - 1962     GOOD             NGS
 HW1521
 HW1521                          STATION DESCRIPTION
 HW1521
 HW1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1521'1.3 MI W FROM OAK FLAT.
 HW1521'1.3 MILES WEST ALONG U.S. HIGHWAY 33 FROM THE HIGHWAY TURN AT
 HW1521'OAK FLAT, PENDLETON COUNTY, AT A HIGHWAY TURN AND THE JUNCTION OF
 HW1521'A TRAIL LEADING SOUTH, 155 FEET NORTHWEST OF THE CENTER OF THE
 HW1521'JUNCTION, 75 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET
 HW1521'SOUTHWEST OF THE BASE OF A LARGE TREE, 33 FEET SOUTH OF AN 18-INCH
 HW1521'BOX ELDER TREE, 18 FEET SOUTHWEST OF THE SOUTH ONE OF TWO CONCRETE
 HW1521'CULVERTS (THE CULVERTS ARE 15 FEET APART), AND 12 FEET NORTH
 HW1521'OF A FENCE.  A STANDARD DISK, STAMPED K 61 1935 AND SET IN THE
 HW1521'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.  NOTE-- A
 HW1521'STEEL WITNESS POST WAS SET 1.5 FEET EAST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0964 ***********************************************************************
 HX0964  DESIGNATION -  K 7
 HX0964  PID         -  HX0964
 HX0964  STATE/COUNTY-  WV/GREENBRIER
 HX0964  USGS QUAD   -  TROUT (1995)
 HX0964
 HX0964                         *CURRENT SURVEY CONTROL
 HX0964  ___________________________________________________________________
 HX0964* NAD 83(1986)-  38 03 12.     (N)    080 29 01.     (W)     SCALED    
 HX0964* NAVD 88     -      1167.473  (meters)    3830.28   (feet)  ADJUSTED  
 HX0964  ___________________________________________________________________
 HX0964  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HX0964  DYNAMIC HT  -        1166.461 (meters)    3826.96  (feet)  COMP
 HX0964  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 HX0964
 HX0964  VERT ORDER  -  SECOND    CLASS 0
 HX0964
 HX0964.The horizontal coordinates were scaled from a topographic map and have
 HX0964.an estimated accuracy of +/- 6 seconds.
 HX0964
 HX0964.The orthometric height was determined by differential leveling
 HX0964.and adjusted by the National Geodetic Survey in June 1991..
 HX0964
 HX0964.The geoid height was determined by GEOID03.
 HX0964
 HX0964.The dynamic height is computed by dividing the NAVD 88
 HX0964.geopotential number by the normal gravity value computed on the
 HX0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0964.degrees latitude (g = 980.6199 gals.).
 HX0964
 HX0964.The modeled gravity was interpolated from observed gravity values.
 HX0964
 HX0964;                    North         East    Units  Estimated Accuracy
 HX0964;SPC WV S     -   117,030.      645,320.      MT  (+/- 180 meters Scaled)
 HX0964
 HX0964                          SUPERSEDED SURVEY CONTROL
 HX0964
 HX0964  NGVD 29 (??/??/92) 1167.588  (m)         3830.66   (f) ADJ UNCH    2 0
 HX0964
 HX0964.Superseded values are not recommended for survey control.
 HX0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0964.See file dsdata.txt to determine how the superseded data were derived.
 HX0964
 HX0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC453118(NAD 83)
 HX0964_MARKER: DD = SURVEY DISK
 HX0964_SETTING: 80 = SET IN A BOULDER
 HX0964_SP_SET: BOULDER
 HX0964_STAMPING: W VA K 7 3827 1921
 HX0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0964+STABILITY: SURFACE MOTION
 HX0964
 HX0964  HISTORY     - Date     Condition        Report By
 HX0964  HISTORY     - 1921     MONUMENTED       USGS
 HX0964  HISTORY     - 1961     GOOD             NGS
 HX0964
 HX0964                          STATION DESCRIPTION
 HX0964
 HX0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX0964'4.4 MI N FROM TROUT.
 HX0964'4.35 MILES NORTH ALONG A BLACK TOP AND GRADED ROAD FROM THE FIRST
 HX0964'BAPTIST CHURCH AT TROUT, AT THE OUTSIDE OF A VERY SHARP CURVE,
 HX0964'SET ON THE TOP OF THE SLOPING FACE OF THE WEST SIDE OF A
 HX0964'10-BY-6- FOOT BOULDER WHICH PROJECTS 5 FEET ABOVE THE GROUND,
 HX0964'60 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL
 HX0964'WITH THE ROAD.  NOTE-- DISK IS SLANTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1735 ***********************************************************************
 HX1735  DESIGNATION -  K 7
 HX1735  PID         -  HX1735
 HX1735  STATE/COUNTY-  WV/ROANE
 HX1735  USGS QUAD   -  KETTLE (1975)
 HX1735
 HX1735                         *CURRENT SURVEY CONTROL
 HX1735  ___________________________________________________________________
 HX1735* NAD 83(1986)-  38 35 53.     (N)    081 23 19.     (W)     SCALED    
 HX1735* NAVD 88     -       310.078  (meters)    1017.31   (feet)  ADJUSTED  
 HX1735  ___________________________________________________________________
 HX1735  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HX1735  DYNAMIC HT  -         309.863 (meters)    1016.61  (feet)  COMP
 HX1735  MODELED GRAV-     979,927.6   (mgal)                       NAVD 88
 HX1735
 HX1735  VERT ORDER  -  SECOND    CLASS 0
 HX1735
 HX1735.The horizontal coordinates were scaled from a topographic map and have
 HX1735.an estimated accuracy of +/- 6 seconds.
 HX1735
 HX1735.The orthometric height was determined by differential leveling
 HX1735.and adjusted by the National Geodetic Survey in June 1991..
 HX1735
 HX1735.The geoid height was determined by GEOID03.
 HX1735
 HX1735.The dynamic height is computed by dividing the NAVD 88
 HX1735.geopotential number by the normal gravity value computed on the
 HX1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1735.degrees latitude (g = 980.6199 gals.).
 HX1735
 HX1735.The modeled gravity was interpolated from observed gravity values.
 HX1735
 HX1735;                    North         East    Units  Estimated Accuracy
 HX1735;SPC WV S     -   177,440.      566,150.      MT  (+/- 180 meters Scaled)
 HX1735
 HX1735                          SUPERSEDED SURVEY CONTROL
 HX1735
 HX1735  NGVD 29 (??/??/92)  310.243  (m)         1017.86   (f) ADJ UNCH    2 0
 HX1735
 HX1735.Superseded values are not recommended for survey control.
 HX1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1735.See file dsdata.txt to determine how the superseded data were derived.
 HX1735
 HX1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC661722(NAD 83)
 HX1735_MARKER: DB = BENCH MARK DISK
 HX1735_SETTING: 66 = SET IN ROCK OUTCROP
 HX1735_SP_SET: ROCK OUTCROP
 HX1735_STAMPING: K 7 1933
 HX1735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1735+STABILITY: POSITION/ELEVATION WELL
 HX1735
 HX1735  HISTORY     - Date     Condition        Report By
 HX1735  HISTORY     - 1933     MONUMENTED       CGS
 HX1735  HISTORY     - 1956     GOOD             NGS
 HX1735
 HX1735                          STATION DESCRIPTION
 HX1735
 HX1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1735'0.2 MI SE FROM MT WELCOME.
 HX1735'ABOUT 0.25 MILE SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE TOP OF
 HX1735'GRADE AND ROAD JUNCTION AT MT. WELCOME, AT A BREAK IN GRADE AND
 HX1735'ON THE OUTSIDE OF A CURVE IN HIGHWAY, 27 FEET SOUTHEAST OF CENTER
 HX1735'LINE OF HIGHWAY, 8.2 FEET SOUTH-SOUTHWEST OF SOUTH-SOUTHWEST END
 HX1735'OF CONCRETE HEAD WALL OF A 12-INCH PIPE CULVERT UNDER HIGHWAY,
 HX1735'IN THE TOP AND 1.3 FEET SOUTHEAST OF NORTHWEST CORNER OF A
 HX1735'SLANTING ROCK OUTCROP AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0993 ***********************************************************************
 JX0993  DESIGNATION -  K 76
 JX0993  PID         -  JX0993
 JX0993  STATE/COUNTY-  WV/WIRT
 JX0993  USGS QUAD   -  ELIZABETH (1975)
 JX0993
 JX0993                         *CURRENT SURVEY CONTROL
 JX0993  ___________________________________________________________________
 JX0993* NAD 83(1986)-  39 05 46.     (N)    081 25 21.     (W)     SCALED    
 JX0993* NAVD 88     -       202.815  (meters)     665.40   (feet)  ADJUSTED  
 JX0993  ___________________________________________________________________
 JX0993  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JX0993  DYNAMIC HT  -         202.686 (meters)     664.98  (feet)  COMP
 JX0993  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JX0993
 JX0993  VERT ORDER  -  SECOND    CLASS 0
 JX0993
 JX0993.The horizontal coordinates were scaled from a topographic map and have
 JX0993.an estimated accuracy of +/- 6 seconds.
 JX0993
 JX0993.The orthometric height was determined by differential leveling
 JX0993.and adjusted by the National Geodetic Survey in June 1991..
 JX0993
 JX0993.The geoid height was determined by GEOID03.
 JX0993
 JX0993.The dynamic height is computed by dividing the NAVD 88
 JX0993.geopotential number by the normal gravity value computed on the
 JX0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0993.degrees latitude (g = 980.6199 gals.).
 JX0993
 JX0993.The modeled gravity was interpolated from observed gravity values.
 JX0993
 JX0993;                    North         East    Units  Estimated Accuracy
 JX0993;SPC WV N     -    67,960.      433,700.      MT  (+/- 180 meters Scaled)
 JX0993
 JX0993                          SUPERSEDED SURVEY CONTROL
 JX0993
 JX0993  NGVD 29 (??/??/92)  202.992  (m)          665.98   (f) ADJ UNCH    2 0
 JX0993
 JX0993.Superseded values are not recommended for survey control.
 JX0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0993.See file dsdata.txt to determine how the superseded data were derived.
 JX0993
 JX0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD634275(NAD 83)
 JX0993_MARKER: DB = BENCH MARK DISK
 JX0993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0993_SP_SET: CULVERT
 JX0993_STAMPING: K 76 194
 JX0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0993
 JX0993  HISTORY     - Date     Condition        Report By
 JX0993  HISTORY     - 1941     MONUMENTED       CGS
 JX0993
 JX0993                          STATION DESCRIPTION
 JX0993
 JX0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JX0993'3.4 MI N FROM ELIZABETH.
 JX0993'3.4 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 JX0993'ELIZABETH, WIRT COUNTY, 0.1 MILE SOUTH OF A MILK STATION, AT A
 JX0993'CULVERT OVER A SMALL STREAM, IN THE TOP OF THE EAST END OF THE
 JX0993'SOUTH HEADWALL, 12.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JX0993'AND 2.3 FEET WEST OF A WHITE WOODEN POST STENCILED USBM.  A
 JX0993'STANDARD DISK, STAMPED K 76 194.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0724 ***********************************************************************
 JW0724  DESIGNATION -  K 77
 JW0724  PID         -  JW0724
 JW0724  STATE/COUNTY-  WV/GRANT
 JW0724  USGS QUAD   -  MOUNT STORM (1981)
 JW0724
 JW0724                         *CURRENT SURVEY CONTROL
 JW0724  ___________________________________________________________________
 JW0724* NAD 83(1986)-  39 15 39.     (N)    079 13 55.     (W)     SCALED    
 JW0724* NAVD 88     -       881.447  (meters)    2891.88   (feet)  ADJUSTED  
 JW0724  ___________________________________________________________________
 JW0724  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JW0724  DYNAMIC HT  -         880.812 (meters)    2889.80  (feet)  COMP
 JW0724  MODELED GRAV-     979,875.5   (mgal)                       NAVD 88
 JW0724
 JW0724  VERT ORDER  -  SECOND    CLASS 0
 JW0724
 JW0724.The horizontal coordinates were scaled from a topographic map and have
 JW0724.an estimated accuracy of +/- 6 seconds.
 JW0724
 JW0724.The orthometric height was determined by differential leveling
 JW0724.and adjusted by the National Geodetic Survey in June 1991..
 JW0724
 JW0724.The geoid height was determined by GEOID03.
 JW0724
 JW0724.The dynamic height is computed by dividing the NAVD 88
 JW0724.geopotential number by the normal gravity value computed on the
 JW0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0724.degrees latitude (g = 980.6199 gals.).
 JW0724
 JW0724.The modeled gravity was interpolated from observed gravity values.
 JW0724
 JW0724;                    North         East    Units  Estimated Accuracy
 JW0724;SPC WV N     -    84,500.      623,130.      MT  (+/- 180 meters Scaled)
 JW0724
 JW0724                          SUPERSEDED SURVEY CONTROL
 JW0724
 JW0724  NGVD 29 (??/??/92)  881.568  (m)         2892.28   (f) ADJ UNCH    2 0
 JW0724
 JW0724.Superseded values are not recommended for survey control.
 JW0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0724.See file dsdata.txt to determine how the superseded data were derived.
 JW0724
 JW0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD525472(NAD 83)
 JW0724_MARKER: DB = BENCH MARK DISK
 JW0724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0724_SP_SET: CULVERT
 JW0724_STAMPING: K 77 1941
 JW0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0724
 JW0724  HISTORY     - Date     Condition        Report By
 JW0724  HISTORY     - 1941     MONUMENTED       CGS
 JW0724  HISTORY     - 1954     GOOD             NGS
 JW0724
 JW0724                          STATION DESCRIPTION
 JW0724
 JW0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0724'1.2 MI SE FROM MOUNT STORM.
 JW0724'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 42 FROM THE JUNCTION
 JW0724'WITH U.S. HIGHWAY 50 AT MOUNT STORM, GRANT COUNTY, 137.5 FEET
 JW0724'NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO A FARM, AT A
 JW0724'CULVERT, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL,
 JW0724'17.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 6.2 FEET
 JW0724'WEST OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK,
 JW0724'STAMPED K 77 1941.
 JW0724
 JW0724                          STATION RECOVERY (1954)
 JW0724
 JW0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3058 ***********************************************************************
 JV3058  DESIGNATION -  K 78
 JV3058  PID         -  JV3058
 JV3058  STATE/COUNTY-  WV/JEFFERSON
 JV3058  USGS QUAD   -  BERRYVILLE (1981)
 JV3058
 JV3058                         *CURRENT SURVEY CONTROL
 JV3058  ___________________________________________________________________
 JV3058* NAD 83(1986)-  39 14 13.     (N)    077 57 19.     (W)     SCALED    
 JV3058* NAVD 88     -       180.819  (meters)     593.24   (feet)  ADJUSTED  
 JV3058  ___________________________________________________________________
 JV3058  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JV3058  DYNAMIC HT  -         180.707 (meters)     592.87  (feet)  COMP
 JV3058  MODELED GRAV-     980,004.2   (mgal)                       NAVD 88
 JV3058
 JV3058  VERT ORDER  -  SECOND    CLASS 0
 JV3058
 JV3058.The horizontal coordinates were scaled from a topographic map and have
 JV3058.an estimated accuracy of +/- 6 seconds.
 JV3058
 JV3058.The orthometric height was determined by differential leveling
 JV3058.and adjusted by the National Geodetic Survey in June 1991..
 JV3058
 JV3058.The geoid height was determined by GEOID03.
 JV3058
 JV3058.The dynamic height is computed by dividing the NAVD 88
 JV3058.geopotential number by the normal gravity value computed on the
 JV3058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3058.degrees latitude (g = 980.6199 gals.).
 JV3058
 JV3058.The modeled gravity was interpolated from observed gravity values.
 JV3058
 JV3058;                    North         East    Units  Estimated Accuracy
 JV3058;SPC WV N     -    82,960.      733,360.      MT  (+/- 180 meters Scaled)
 JV3058
 JV3058                          SUPERSEDED SURVEY CONTROL
 JV3058
 JV3058  NGVD 29 (??/??/??)  180.988  (m)          593.79   (f) ADJUSTED    2 0
 JV3058
 JV3058.Superseded values are not recommended for survey control.
 JV3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3058.See file dsdata.txt to determine how the superseded data were derived.
 JV3058
 JV3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ449472(NAD 83)
 JV3058_MARKER: DB = BENCH MARK DISK
 JV3058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3058_SP_SET: CULVERT HEADWALL
 JV3058_STAMPING: K 78 1942
 JV3058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3058
 JV3058  HISTORY     - Date     Condition        Report By
 JV3058  HISTORY     - 1942     MONUMENTED       CGS
 JV3058
 JV3058                          STATION DESCRIPTION
 JV3058
 JV3058'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3058'1 MI SW FROM SUMMIT POINT.
 JV3058'ABOUT 1.0 MILE SOUTHWEST ALONG A HIGHWAY FROM THE BALTIMORE AND
 JV3058'OHIO RAILROAD STATION AT SUMMIT POINT, JEFFERSON COUNTY, ABOUT
 JV3058'125 FEET NORTH OF THE JUNCTION OF A PRIVATE ROAD LEADING SOUTHWEST,
 JV3058'IN THE CONCRETE HEAD WALL OF A DOUBLE 18-INCH METAL CULVERT, 26
 JV3058'FEET WEST OF A FENCE CORNER, 18 FEET EAST OF THE RIGHT-OF-WAY
 JV3058'FENCE, AND 11 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 JV3058'A STANDARD DISK, STAMPED K 78 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0130 ***********************************************************************
 JX0130  DESIGNATION -  K 79
 JX0130  PID         -  JX0130
 JX0130  STATE/COUNTY-  WV/TAYLOR
 JX0130  USGS QUAD   -  ROSEMONT (1976)
 JX0130
 JX0130                         *CURRENT SURVEY CONTROL
 JX0130  ___________________________________________________________________
 JX0130* NAD 83(1986)-  39 15 51.     (N)    080 08 53.     (W)     SCALED    
 JX0130* NAVD 88     -       310.507  (meters)    1018.72   (feet)  ADJUSTED  
 JX0130  ___________________________________________________________________
 JX0130  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JX0130  DYNAMIC HT  -         310.311 (meters)    1018.08  (feet)  COMP
 JX0130  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JX0130
 JX0130  VERT ORDER  -  FIRST     CLASS II
 JX0130
 JX0130.The horizontal coordinates were scaled from a topographic map and have
 JX0130.an estimated accuracy of +/- 6 seconds.
 JX0130
 JX0130.The orthometric height was determined by differential leveling
 JX0130.and adjusted by the National Geodetic Survey in June 1991..
 JX0130
 JX0130.The geoid height was determined by GEOID03.
 JX0130
 JX0130.The dynamic height is computed by dividing the NAVD 88
 JX0130.geopotential number by the normal gravity value computed on the
 JX0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0130.degrees latitude (g = 980.6199 gals.).
 JX0130
 JX0130.The modeled gravity was interpolated from observed gravity values.
 JX0130
 JX0130;                    North         East    Units  Estimated Accuracy
 JX0130;SPC WV N     -    85,040.      544,070.      MT  (+/- 180 meters Scaled)
 JX0130
 JX0130                          SUPERSEDED SURVEY CONTROL
 JX0130
 JX0130  NGVD 29 (??/??/92)  310.692  (m)         1019.33   (f) ADJ UNCH    1 2
 JX0130
 JX0130.Superseded values are not recommended for survey control.
 JX0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0130.See file dsdata.txt to determine how the superseded data were derived.
 JX0130
 JX0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND734464(NAD 83)
 JX0130_MARKER: DB = BENCH MARK DISK
 JX0130_SETTING: 66 = SET IN ROCK OUTCROP
 JX0130_SP_SET: OUTCROP
 JX0130_STAMPING: K 79 1943
 JX0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0130+STABILITY: POSITION/ELEVATION WELL
 JX0130
 JX0130  HISTORY     - Date     Condition        Report By
 JX0130  HISTORY     - 1943     MONUMENTED       CGS
 JX0130  HISTORY     - 1957     GOOD             NGS
 JX0130
 JX0130                          STATION DESCRIPTION
 JX0130
 JX0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0130'1 MI W FROM FLEMINGTON.
 JX0130'1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0130'STATION AT FLEMINGTON, TAYLOR COUNTY, 0.1 MILE EAST OF MILE POLE
 JX0130'B 291-P 93, OPPOSITE THE FIRST POLE EAST OF POLE 290+40, 27
 JX0130'FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, IN THE TOP OF
 JX0130'A PROJECTING ROCK OUTCROP, AND 4 FEET HIGHER THAN THE TRACK.
 JX0130'A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0969 ***********************************************************************
 HX0969  DESIGNATION -  K 8
 HX0969  PID         -  HX0969
 HX0969  STATE/COUNTY-  WV/GREENBRIER
 HX0969  USGS QUAD   -  TROUT (1995)
 HX0969
 HX0969                         *CURRENT SURVEY CONTROL
 HX0969  ___________________________________________________________________
 HX0969* NAD 83(1986)-  38 05 20.     (N)    080 28 57.     (W)     SCALED    
 HX0969* NAVD 88     -      1205.586  (meters)    3955.33   (feet)  ADJUSTED  
 HX0969  ___________________________________________________________________
 HX0969  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HX0969  DYNAMIC HT  -        1204.510 (meters)    3951.80  (feet)  COMP
 HX0969  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 HX0969
 HX0969  VERT ORDER  -  SECOND    CLASS 0
 HX0969
 HX0969.The horizontal coordinates were scaled from a topographic map and have
 HX0969.an estimated accuracy of +/- 6 seconds.
 HX0969
 HX0969.The orthometric height was determined by differential leveling
 HX0969.and adjusted by the National Geodetic Survey in June 1991..
 HX0969
 HX0969.The geoid height was determined by GEOID03.
 HX0969
 HX0969.The dynamic height is computed by dividing the NAVD 88
 HX0969.geopotential number by the normal gravity value computed on the
 HX0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0969.degrees latitude (g = 980.6199 gals.).
 HX0969
 HX0969.The modeled gravity was interpolated from observed gravity values.
 HX0969
 HX0969;                    North         East    Units  Estimated Accuracy
 HX0969;SPC WV S     -   120,980.      645,400.      MT  (+/- 180 meters Scaled)
 HX0969
 HX0969                          SUPERSEDED SURVEY CONTROL
 HX0969
 HX0969  NGVD 29 (??/??/92) 1205.664  (m)         3955.58   (f) ADJ UNCH    2 0
 HX0969
 HX0969.Superseded values are not recommended for survey control.
 HX0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0969.See file dsdata.txt to determine how the superseded data were derived.
 HX0969
 HX0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC453158(NAD 83)
 HX0969_MARKER: DD = SURVEY DISK
 HX0969_SETTING: 66 = SET IN ROCK OUTCROP
 HX0969_SP_SET: SLOPING ROCK
 HX0969_STAMPING: 3954 W VA K8 1921
 HX0969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0969+STABILITY: POSITION/ELEVATION WELL
 HX0969
 HX0969  HISTORY     - Date     Condition        Report By
 HX0969  HISTORY     - 1921     MONUMENTED       USGS
 HX0969  HISTORY     - 1962     GOOD             NGS
 HX0969
 HX0969                          STATION DESCRIPTION
 HX0969
 HX0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0969'12.6 MI S FROM RICHWOOD.
 HX0969'12.6 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION OF
 HX0969'RIVERSIDE DRIVE, ON THE OUTSIDE OF CURVE WITH TANGENTS EXTENDING
 HX0969'SOUTHEAST AND NORTHEAST, SET IN TOP OF SOUTH CORNER OF A FLAT
 HX0969'ROCK ABOUT 6 FEET WIDE AND 2 FEET HIGH SLOPING BACK UNDER
 HX0969'GROUND, 28 FEET NORTHWEST OF CENTER LINE OF ROAD, 27 FEET
 HX0969'NORTHEAST OF CENTER LINE OF AN OLD DIM WOODS ROAD LEADING
 HX0969'NORTHWEST, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1688 ***********************************************************************
 HX1688  DESIGNATION -  K 8
 HX1688  PID         -  HX1688
 HX1688  STATE/COUNTY-  WV/CALHOUN
 HX1688  USGS QUAD   -  MILLSTONE (1965)
 HX1688
 HX1688                         *CURRENT SURVEY CONTROL
 HX1688  ___________________________________________________________________
 HX1688* NAD 83(1986)-  38 48 56.     (N)    081 02 00.     (W)     SCALED    
 HX1688* NAVD 88     -       260.891  (meters)     855.94   (feet)  ADJUSTED  
 HX1688  ___________________________________________________________________
 HX1688  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HX1688  DYNAMIC HT  -         260.720 (meters)     855.38  (feet)  COMP
 HX1688  MODELED GRAV-     979,965.3   (mgal)                       NAVD 88
 HX1688
 HX1688  VERT ORDER  -  SECOND    CLASS 0
 HX1688
 HX1688.The horizontal coordinates were scaled from a topographic map and have
 HX1688.an estimated accuracy of +/- 6 seconds.
 HX1688
 HX1688.The orthometric height was determined by differential leveling
 HX1688.and adjusted by the National Geodetic Survey in June 1991..
 HX1688
 HX1688.The geoid height was determined by GEOID03.
 HX1688
 HX1688.The dynamic height is computed by dividing the NAVD 88
 HX1688.geopotential number by the normal gravity value computed on the
 HX1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1688.degrees latitude (g = 980.6199 gals.).
 HX1688
 HX1688.The modeled gravity was interpolated from observed gravity values.
 HX1688
 HX1688;                    North         East    Units  Estimated Accuracy
 HX1688;SPC WV S     -   201,510.      597,110.      MT  (+/- 180 meters Scaled)
 HX1688
 HX1688                          SUPERSEDED SURVEY CONTROL
 HX1688
 HX1688  NGVD 29 (??/??/92)  261.058  (m)          856.49   (f) ADJ UNCH    2 0
 HX1688
 HX1688.Superseded values are not recommended for survey control.
 HX1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1688.See file dsdata.txt to determine how the superseded data were derived.
 HX1688
 HX1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC971963(NAD 83)
 HX1688_MARKER: DB = BENCH MARK DISK
 HX1688_SETTING: 66 = SET IN ROCK OUTCROP
 HX1688_SP_SET: ROCK LEDGE
 HX1688_STAMPING: K 8 1933
 HX1688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1688+STABILITY: POSITION/ELEVATION WELL
 HX1688
 HX1688  HISTORY     - Date     Condition        Report By
 HX1688  HISTORY     - 1933     MONUMENTED       CGS
 HX1688
 HX1688                          STATION DESCRIPTION
 HX1688
 HX1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1688'4.1 MI SW FROM STUMPTOWN.
 HX1688'4.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX1688'AT STUMPTOWN, GILMER COUNTY, ABOUT 140 YARDS NORTHEAST OF A
 HX1688'CONCRETE CULVERT, AT THE CENTER OF A 14-FOOT CUT, IN THE TOP OF
 HX1688'A ROCK LEDGE, ABOUT 6 YARDS NORTH OF THE CENTERLINE OF THE
 HX1688'HIGHWAY, AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 HX1688'STAMPED K 8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0243 ***********************************************************************
 JX0243  DESIGNATION -  K 80
 JX0243  PID         -  JX0243
 JX0243  STATE/COUNTY-  WV/HARRISON
 JX0243  USGS QUAD   -  SALEM (1976)
 JX0243
 JX0243                         *CURRENT SURVEY CONTROL
 JX0243  ___________________________________________________________________
 JX0243* NAD 83(1986)-  39 17 26.     (N)    080 31 05.     (W)     SCALED    
 JX0243* NAVD 88     -       313.503  (meters)    1028.55   (feet)  POSTED    
 JX0243  ___________________________________________________________________
 JX0243  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JX0243  DYNAMIC HT  -         313.310 (meters)    1027.92  (feet)  COMP
 JX0243  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JX0243
 JX0243  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JX0243
 JX0243.The horizontal coordinates were scaled from a topographic map and have
 JX0243.an estimated accuracy of +/- 6 seconds.
 JX0243
 JX0243.The orthometric height was determined by differential leveling
 JX0243.and adjusted by the National Geodetic Survey in 1992..
 JX0243.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JX0243.rate of 3.1 thru 4.0 mm/km.
 JX0243
 JX0243.The geoid height was determined by GEOID03.
 JX0243
 JX0243.The dynamic height is computed by dividing the NAVD 88
 JX0243.geopotential number by the normal gravity value computed on the
 JX0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0243.degrees latitude (g = 980.6199 gals.).
 JX0243
 JX0243.The modeled gravity was interpolated from observed gravity values.
 JX0243
 JX0243;                    North         East    Units  Estimated Accuracy
 JX0243;SPC WV N     -    88,260.      512,180.      MT  (+/- 180 meters Scaled)
 JX0243
 JX0243                          SUPERSEDED SURVEY CONTROL
 JX0243
 JX0243  NGVD 29 (??/??/92)  313.660  (m)         1029.07   (f) ADJ UNCH    1 2
 JX0243
 JX0243.Superseded values are not recommended for survey control.
 JX0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0243.See file dsdata.txt to determine how the superseded data were derived.
 JX0243
 JX0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND415491(NAD 83)
 JX0243_MARKER: DB = BENCH MARK DISK
 JX0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0243_SP_SET: BRIDGE
 JX0243_STAMPING: K 80 1943
 JX0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0243
 JX0243  HISTORY     - Date     Condition        Report By
 JX0243  HISTORY     - 1943     MONUMENTED       CGS
 JX0243  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0243
 JX0243                          STATION DESCRIPTION
 JX0243
 JX0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0243'2.4 MI E FROM SALEM.
 JX0243'2.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0243'STATION AT SALEM, HARRISON COUNTY, AT THE U.S. HIGHWAY 50
 JX0243'OVERPASS, AT THE FOURTH PIER FROM THE EAST END OF THE BRIDGE, IN
 JX0243'THE TOP OF THE NORTH END OF THE CONCRETE BASE, 34 FEET SOUTHEAST
 JX0243'OF THE CENTERLINE OF THE TRACK, AND 3 FEET HIGHER THAN THE TRACK.
 JX0243'A STANDARD DISK.
 JX0243
 JX0243                          STATION RECOVERY (1983)
 JX0243
 JX0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0243'SEARCHED FOR BUT NOT RECOVERED, A NEW BRIDGE HAS BEEN BUILT AT THIS
 JX0243'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0274 ***********************************************************************
 JX0274  DESIGNATION -  K 81
 JX0274  PID         -  JX0274
 JX0274  STATE/COUNTY-  WV/DODDRIDGE
 JX0274  USGS QUAD   -  WEST UNION (1987)
 JX0274
 JX0274                         *CURRENT SURVEY CONTROL
 JX0274  ___________________________________________________________________
 JX0274* NAD 83(1986)-  39 16 58.     (N)    080 50 12.     (W)     SCALED    
 JX0274* NAVD 88     -       258.541  (meters)     848.23   (feet)  ADJUSTED  
 JX0274  ___________________________________________________________________
 JX0274  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0274  DYNAMIC HT  -         258.380 (meters)     847.70  (feet)  COMP
 JX0274  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 JX0274
 JX0274  VERT ORDER  -  FIRST     CLASS II
 JX0274
 JX0274.The horizontal coordinates were scaled from a topographic map and have
 JX0274.an estimated accuracy of +/- 6 seconds.
 JX0274
 JX0274.The orthometric height was determined by differential leveling
 JX0274.and adjusted by the National Geodetic Survey in June 1991..
 JX0274
 JX0274.The geoid height was determined by GEOID03.
 JX0274
 JX0274.The dynamic height is computed by dividing the NAVD 88
 JX0274.geopotential number by the normal gravity value computed on the
 JX0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0274.degrees latitude (g = 980.6199 gals.).
 JX0274
 JX0274.The modeled gravity was interpolated from observed gravity values.
 JX0274
 JX0274;                    North         East    Units  Estimated Accuracy
 JX0274;SPC WV N     -    87,760.      484,680.      MT  (+/- 180 meters Scaled)
 JX0274
 JX0274                          SUPERSEDED SURVEY CONTROL
 JX0274
 JX0274  NGVD 29 (??/??/92)  258.708  (m)          848.78   (f) ADJ UNCH    1 2
 JX0274
 JX0274.Superseded values are not recommended for survey control.
 JX0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0274.See file dsdata.txt to determine how the superseded data were derived.
 JX0274
 JX0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND140481(NAD 83)
 JX0274_MARKER: DB = BENCH MARK DISK
 JX0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0274_SP_SET: CULVERT
 JX0274_STAMPING: K 81 1943
 JX0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0274
 JX0274  HISTORY     - Date     Condition        Report By
 JX0274  HISTORY     - 1943     MONUMENTED       CGS
 JX0274
 JX0274                          STATION DESCRIPTION
 JX0274
 JX0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0274'4 MI W FROM WEST UNION.
 JX0274'4.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0274'THE STATION AT WEST UNION, DODDRIDGE COUNTY, 12 FEET SOUTHWEST
 JX0274'OF POLE 333+30, AT CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST
 JX0274'END OF THE SOUTHEAST HEADWALL, 25 FEET SOUTHEAST OF THE CENTERLINE
 JX0274'OF THE TRACK, 12 FEET NORTHWEST OF THE CENTERLINE OF A DIRT
 JX0274'ROAD, AND 12 FEET LOWER THAN THE TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0944 ***********************************************************************
 JX0944  DESIGNATION -  K 82
 JX0944  PID         -  JX0944
 JX0944  STATE/COUNTY-  WV/RITCHIE
 JX0944  USGS QUAD   -  CAIRO (1986)
 JX0944
 JX0944                         *CURRENT SURVEY CONTROL
 JX0944  ___________________________________________________________________
 JX0944* NAD 83(1986)-  39 13 24.     (N)    081 07 52.     (W)     SCALED    
 JX0944* NAVD 88     -       209.137  (meters)     686.14   (feet)  ADJUSTED  
 JX0944  ___________________________________________________________________
 JX0944  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JX0944  DYNAMIC HT  -         209.008 (meters)     685.72  (feet)  COMP
 JX0944  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 JX0944
 JX0944  VERT ORDER  -  FIRST     CLASS II
 JX0944
 JX0944.The horizontal coordinates were scaled from a topographic map and have
 JX0944.an estimated accuracy of +/- 6 seconds.
 JX0944
 JX0944.The orthometric height was determined by differential leveling
 JX0944.and adjusted by the National Geodetic Survey in June 1991..
 JX0944
 JX0944.The geoid height was determined by GEOID03.
 JX0944
 JX0944.The dynamic height is computed by dividing the NAVD 88
 JX0944.geopotential number by the normal gravity value computed on the
 JX0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0944.degrees latitude (g = 980.6199 gals.).
 JX0944
 JX0944.The modeled gravity was interpolated from observed gravity values.
 JX0944
 JX0944;                    North         East    Units  Estimated Accuracy
 JX0944;SPC WV N     -    81,580.      459,160.      MT  (+/- 180 meters Scaled)
 JX0944
 JX0944                          SUPERSEDED SURVEY CONTROL
 JX0944
 JX0944  NGVD 29 (??/??/92)  209.317  (m)          686.73   (f) ADJ UNCH    1 2
 JX0944
 JX0944.Superseded values are not recommended for survey control.
 JX0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0944.See file dsdata.txt to determine how the superseded data were derived.
 JX0944
 JX0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD886415(NAD 83)
 JX0944_MARKER: DB = BENCH MARK DISK
 JX0944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0944_SP_SET: TUNNEL
 JX0944_STAMPING: K 82 1943
 JX0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0944
 JX0944  HISTORY     - Date     Condition        Report By
 JX0944  HISTORY     - 1943     MONUMENTED       CGS
 JX0944
 JX0944                          STATION DESCRIPTION
 JX0944
 JX0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0944'0.8 MI W FROM CORNWALLIS.
 JX0944'0.8 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0944'FROM THE STATION AT CORNWALLIS, RITCHIE COUNTY, ABOUT 120 FEET
 JX0944'SOUTHWEST OF A DIRT-ROAD CROSSING, AT THE EAST ENTRANCE TO
 JX0944'TUNNEL 15, IN THE TOP OF THE NORTH CORNER OF THE CONCRETE BASE OF
 JX0944'THE EAST WING WALL, 7 FEET NORTHWEST OF THE CENTERLINE OF THE
 JX0944'TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 JX0944'K 82 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0945 ***********************************************************************
 JX0945  DESIGNATION -  K 82 RESET 1962
 JX0945  PID         -  JX0945
 JX0945  STATE/COUNTY-  WV/RITCHIE
 JX0945  USGS QUAD   -  CAIRO (1986)
 JX0945
 JX0945                         *CURRENT SURVEY CONTROL
 JX0945  ___________________________________________________________________
 JX0945* NAD 83(1986)-  39 13 24.     (N)    081 07 52.     (W)     SCALED    
 JX0945* NAVD 88     -       208.92   (+/-2cm)     685.4    (feet)  VERTCON   
 JX0945  ___________________________________________________________________
 JX0945  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JX0945
 JX0945  VERT ORDER  -  THIRD (See Below)
 JX0945
 JX0945.The horizontal coordinates were scaled from a topographic map and have
 JX0945.an estimated accuracy of +/- 6 seconds.
 JX0945
 JX0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX0945.The vertical order pertains to the NGVD 29 superseded value.
 JX0945
 JX0945.The geoid height was determined by GEOID03.
 JX0945
 JX0945;                    North         East    Units  Estimated Accuracy
 JX0945;SPC WV N     -    81,580.      459,160.      MT  (+/- 180 meters Scaled)
 JX0945
 JX0945                          SUPERSEDED SURVEY CONTROL
 JX0945
 JX0945  NGVD 29 (??/??/??)  209.10   (m)          686.0    (f) RESET       3  
 JX0945
 JX0945.Superseded values are not recommended for survey control.
 JX0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0945.See file dsdata.txt to determine how the superseded data were derived.
 JX0945
 JX0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD886415(NAD 83)
 JX0945_MARKER: DD = SURVEY DISK
 JX0945_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0945_SP_SET: BRIDGE
 JX0945_STAMPING: K 82 RESET 1962
 JX0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0945
 JX0945  HISTORY     - Date     Condition        Report By
 JX0945  HISTORY     - 1962     MONUMENTED       BORR
 JX0945  HISTORY     - 1963     GOOD             NGS
 JX0945
 JX0945                          STATION DESCRIPTION
 JX0945
 JX0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JX0945'0.9 MI W FROM CORNWALLIS.
 JX0945'0.9 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0945'STATION AT CORNWALLIS, RITCHIE COUNTY, IN THE TOP OF THE NORTH
 JX0945'END OF THE EAST BACKWALL OF BRIDGE NO. 33, ABOUT 11 FEET NORTH
 JX0945'OF CENTERLINE OF THE TRACK, AND ABOUT 2 FEET BELOW THE TOP OF
 JX0945'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0980 ***********************************************************************
 JX0980  DESIGNATION -  K 83
 JX0980  PID         -  JX0980
 JX0980  STATE/COUNTY-  WV/WOOD
 JX0980  USGS QUAD   -  KANAWHA (1989)
 JX0980
 JX0980                         *CURRENT SURVEY CONTROL
 JX0980  ___________________________________________________________________
 JX0980* NAD 83(1986)-  39 11 35.     (N)    081 27 00.     (W)     SCALED    
 JX0980* NAVD 88     -       186.116  (meters)     610.62   (feet)  ADJUSTED  
 JX0980  ___________________________________________________________________
 JX0980  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JX0980  DYNAMIC HT  -         186.000 (meters)     610.24  (feet)  COMP
 JX0980  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 JX0980
 JX0980  VERT ORDER  -  FIRST     CLASS II
 JX0980
 JX0980.The horizontal coordinates were scaled from a topographic map and have
 JX0980.an estimated accuracy of +/- 6 seconds.
 JX0980
 JX0980.The orthometric height was determined by differential leveling
 JX0980.and adjusted by the National Geodetic Survey in June 1991..
 JX0980
 JX0980.The geoid height was determined by GEOID03.
 JX0980
 JX0980.The dynamic height is computed by dividing the NAVD 88
 JX0980.geopotential number by the normal gravity value computed on the
 JX0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0980.degrees latitude (g = 980.6199 gals.).
 JX0980
 JX0980.The modeled gravity was interpolated from observed gravity values.
 JX0980
 JX0980;                    North         East    Units  Estimated Accuracy
 JX0980;SPC WV N     -    78,770.      431,560.      MT  (+/- 180 meters Scaled)
 JX0980
 JX0980                          SUPERSEDED SURVEY CONTROL
 JX0980
 JX0980  NGVD 29 (??/??/92)  186.299  (m)          611.22   (f) ADJ UNCH    1 2
 JX0980
 JX0980.Superseded values are not recommended for survey control.
 JX0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0980.See file dsdata.txt to determine how the superseded data were derived.
 JX0980
 JX0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD611382(NAD 83)
 JX0980_MARKER: DB = BENCH MARK DISK
 JX0980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0980_SP_SET: BLOCK SIGNAL
 JX0980_STAMPING: K 83 1943
 JX0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0980
 JX0980  HISTORY     - Date     Condition        Report By
 JX0980  HISTORY     - 1943     MONUMENTED       CGS
 JX0980  HISTORY     - 1963     GOOD             NGS
 JX0980  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0980
 JX0980                          STATION DESCRIPTION
 JX0980
 JX0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0980'2.9 MI E FROM DAVISVILLE.
 JX0980'2.9 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0980'STATION AT DAVISVILLE, WOOD COUNTY, 30 FEET WEST ACROSS THE TRACK
 JX0980'FROM A RAILROAD WATER TANK, 29.5 FEET SOUTH OF THE CENTERLINE OF
 JX0980'THE MAIN TRACK, IN THE TOP OF THE CONCRETE FOUNDATION OF AN
 JX0980'ABANDONED BLOCK SIGNAL, AND LEVEL WITH THE MAIN TRACK.  A STANDARD
 JX0980'DISK, STAMPED K 83 1943.
 JX0980
 JX0980                          STATION RECOVERY (1963)
 JX0980
 JX0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0980'RECOVERED IN GOOD CONDITION.
 JX0980
 JX0980                          STATION RECOVERY (1983)
 JX0980
 JX0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0980'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1126 ***********************************************************************
 JX1126  DESIGNATION -  K 85
 JX1126  PID         -  JX1126
 JX1126  STATE/COUNTY-  WV/WOOD
 JX1126  USGS QUAD   -  LUBECK (1994)
 JX1126
 JX1126                         *CURRENT SURVEY CONTROL
 JX1126  ___________________________________________________________________
 JX1126* NAD 83(1986)-  39 08 13.     (N)    081 43 56.     (W)     SCALED    
 JX1126* NAVD 88     -       180.834  (meters)     593.29   (feet)  ADJUSTED  
 JX1126  ___________________________________________________________________
 JX1126  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JX1126  DYNAMIC HT  -         180.720 (meters)     592.91  (feet)  COMP
 JX1126  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JX1126
 JX1126  VERT ORDER  -  FIRST     CLASS II
 JX1126
 JX1126.The horizontal coordinates were scaled from a topographic map and have
 JX1126.an estimated accuracy of +/- 6 seconds.
 JX1126
 JX1126.The orthometric height was determined by differential leveling
 JX1126.and adjusted by the National Geodetic Survey in June 1991..
 JX1126
 JX1126.The geoid height was determined by GEOID03.
 JX1126
 JX1126.The dynamic height is computed by dividing the NAVD 88
 JX1126.geopotential number by the normal gravity value computed on the
 JX1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1126.degrees latitude (g = 980.6199 gals.).
 JX1126
 JX1126.The modeled gravity was interpolated from observed gravity values.
 JX1126
 JX1126;                    North         East    Units  Estimated Accuracy
 JX1126;SPC WV N     -    73,110.      407,030.      MT  (+/- 180 meters Scaled)
 JX1126
 JX1126                          SUPERSEDED SURVEY CONTROL
 JX1126
 JX1126  NGVD 29 (??/??/92)  181.014  (m)          593.88   (f) ADJ UNCH    1 2
 JX1126
 JX1126.Superseded values are not recommended for survey control.
 JX1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1126.See file dsdata.txt to determine how the superseded data were derived.
 JX1126
 JX1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD367322(NAD 83)
 JX1126_MARKER: DB = BENCH MARK DISK
 JX1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1126_STAMPING: K 85 1943
 JX1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1126+STABILITY: SURFACE MOTION
 JX1126
 JX1126  HISTORY     - Date     Condition        Report By
 JX1126  HISTORY     - 1943     MONUMENTED       CGS
 JX1126  HISTORY     - 1956     GOOD             NGS
 JX1126  HISTORY     - 1963     GOOD             NGS
 JX1126  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1126
 JX1126                          STATION DESCRIPTION
 JX1126
 JX1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1126'0.9 MI N FROM BELLEVILLE.
 JX1126'0.9 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1126'STATION AT BELLEVILLE, ABOUT 0.15 MILE SOUTH OF SWITCH AT
 JX1126'NORTH END OF HUMPHREY SIDING, 26 1/2 FEET WEST OF WEST RAIL,
 JX1126'403 FEET SOUTH OF CENTER OF A ROAD CROSSING, 6 1/2 FEET WEST
 JX1126'OF TELEPHONE POLE NO. 110/30, 1 3/4 FEET EAST OF A FENCE LINE,
 JX1126'ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 JX1126'CONCRETE POST PROJECTING 3 INCHES.
 JX1126
 JX1126                          STATION RECOVERY (1963)
 JX1126
 JX1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1126'RECOVERED IN GOOD CONDITION.
 JX1126
 JX1126                          STATION RECOVERY (1976)
 JX1126
 JX1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1064 ***********************************************************************
 GX1064  DESIGNATION -  K 86
 GX1064  PID         -  GX1064
 GX1064  STATE/COUNTY-  WV/RALEIGH
 GX1064  USGS QUAD   -  ECCLES (1989)
 GX1064
 GX1064                         *CURRENT SURVEY CONTROL
 GX1064  ___________________________________________________________________
 GX1064* NAD 83(1986)-  37 46 13.     (N)    081 18 23.     (W)     SCALED    
 GX1064* NAVD 88     -       590.674  (meters)    1937.90   (feet)  ADJUSTED  
 GX1064  ___________________________________________________________________
 GX1064  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX1064  DYNAMIC HT  -         590.195 (meters)    1936.33  (feet)  COMP
 GX1064  MODELED GRAV-     979,799.7   (mgal)                       NAVD 88
 GX1064
 GX1064  VERT ORDER  -  SECOND    CLASS 0
 GX1064
 GX1064.The horizontal coordinates were scaled from a topographic map and have
 GX1064.an estimated accuracy of +/- 6 seconds.
 GX1064
 GX1064.The orthometric height was determined by differential leveling
 GX1064.and adjusted by the National Geodetic Survey in June 1991..
 GX1064
 GX1064.The geoid height was determined by GEOID03.
 GX1064
 GX1064.The dynamic height is computed by dividing the NAVD 88
 GX1064.geopotential number by the normal gravity value computed on the
 GX1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1064.degrees latitude (g = 980.6199 gals.).
 GX1064
 GX1064.The modeled gravity was interpolated from observed gravity values.
 GX1064
 GX1064;                    North         East    Units  Estimated Accuracy
 GX1064;SPC WV S     -    85,540.      573,010.      MT  (+/- 180 meters Scaled)
 GX1064
 GX1064                          SUPERSEDED SURVEY CONTROL
 GX1064
 GX1064  NGVD 29 (??/??/92)  590.835  (m)         1938.43   (f) ADJ UNCH    2 0
 GX1064
 GX1064.Superseded values are not recommended for survey control.
 GX1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1064.See file dsdata.txt to determine how the superseded data were derived.
 GX1064
 GX1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB730803(NAD 83)
 GX1064_MARKER: DB = BENCH MARK DISK
 GX1064_SETTING: 66 = SET IN ROCK OUTCROP
 GX1064_SP_SET: ROCK
 GX1064_STAMPING: K 86 1960
 GX1064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1064+STABILITY: POSITION/ELEVATION WELL
 GX1064
 GX1064  HISTORY     - Date     Condition        Report By
 GX1064  HISTORY     - 1960     MONUMENTED       CGS
 GX1064
 GX1064                          STATION DESCRIPTION
 GX1064
 GX1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1064'1 MI E FROM SURVEYOR.
 GX1064'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 GX1064'ROAD 17 LEADING SOUTHEAST TO LESTER AT SURVEYOR, 90 YARDS
 GX1064'EAST-SOUTHEAST OF THE EAST END OF A 36-FOOT CONCRETE BRIDGE WITH
 GX1064'CONCRETE BANISTERS OVER A CREEK, 17 FEET SOUTH-SOUTHWEST OF THE
 GX1064'CENTER LINE OF HIGHWAY, SET VERTICALLY IN THE NORTH FACE OF A
 GX1064'5 1/2-FOOT-HIGH BY 6-FOOT-WIDE ROCK IN CUT BANK, 3 FEET ABOVE
 GX1064'THE LEVEL OF THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 GX1064'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1065 ***********************************************************************
 GX1065  DESIGNATION -  K 86 RESET 1966
 GX1065  PID         -  GX1065
 GX1065  STATE/COUNTY-  WV/RALEIGH
 GX1065  USGS QUAD   -  ECCLES (1989)
 GX1065
 GX1065                         *CURRENT SURVEY CONTROL
 GX1065  ___________________________________________________________________
 GX1065* NAD 83(1986)-  37 46 13.     (N)    081 18 23.     (W)     SCALED    
 GX1065* NAVD 88     -       599.18   (+/-2cm)    1965.8    (feet)  VERTCON   
 GX1065  ___________________________________________________________________
 GX1065  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX1065
 GX1065  VERT ORDER  -  THIRD (See Below)
 GX1065
 GX1065.The horizontal coordinates were scaled from a topographic map and have
 GX1065.an estimated accuracy of +/- 6 seconds.
 GX1065
 GX1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX1065.The vertical order pertains to the NGVD 29 superseded value.
 GX1065
 GX1065.The geoid height was determined by GEOID03.
 GX1065
 GX1065;                    North         East    Units  Estimated Accuracy
 GX1065;SPC WV S     -    85,540.      573,010.      MT  (+/- 180 meters Scaled)
 GX1065
 GX1065                          SUPERSEDED SURVEY CONTROL
 GX1065
 GX1065  NGVD 29 (09/25/03)  599.35   (m)         1966.4    (f) RESET       3  
 GX1065
 GX1065.Superseded values are not recommended for survey control.
 GX1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1065.See file dsdata.txt to determine how the superseded data were derived.
 GX1065
 GX1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB730803(NAD 83)
 GX1065_MARKER: DD = SURVEY DISK
 GX1065_SETTING: 66 = SET IN ROCK OUTCROP
 GX1065_SP_SET: ROCK OUTCROPPING
 GX1065_STAMPING: K 86 RESET 1966
 GX1065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1065+STABILITY: POSITION/ELEVATION WELL
 GX1065
 GX1065  HISTORY     - Date     Condition        Report By
 GX1065  HISTORY     - 1966     MONUMENTED       VADH
 GX1065
 GX1065                          STATION DESCRIPTION
 GX1065
 GX1065'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1966
 GX1065'1 MI E FROM LESTER.
 GX1065'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 GX1065'ROUTE 17 LEADING TO LESTER, AT SURVEYOR.  75 YARDS, EAST, SOUTHEAST
 GX1065'OF THE EAST END OF A 36 FEET CONCRETE BRIDGE, WITH CONCRETE
 GX1065'BANISTERS OVER A CREEK, 110 FEET NORTH, NORTHWEST OF CENTERLINE
 GX1065'SET VERTICALLY IN THE SOUTH FACE OF A ROCK OUTCROPPING APPROXIMATELY
 GX1065'180 FEET LONG X 20 FEET HIGH, APPROXIMATELY 3 FEET ABOVE LEVEL
 GX1065'OF GROUND, AND 30 FEET ABOVE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1109 ***********************************************************************
 GX1109  DESIGNATION -  K 87
 GX1109  PID         -  GX1109
 GX1109  STATE/COUNTY-  WV/RALEIGH
 GX1109  USGS QUAD   -  SHADY SPRING (1976)
 GX1109
 GX1109                         *CURRENT SURVEY CONTROL
 GX1109  ___________________________________________________________________
 GX1109* NAD 83(1986)-  37 42 40.     (N)    081 05 55.     (W)     SCALED    
 GX1109* NAVD 88     -       817.327  (meters)    2681.51   (feet)  ADJUSTED  
 GX1109  ___________________________________________________________________
 GX1109  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GX1109  DYNAMIC HT  -         816.628 (meters)    2679.22  (feet)  COMP
 GX1109  MODELED GRAV-     979,746.7   (mgal)                       NAVD 88
 GX1109
 GX1109  VERT ORDER  -  SECOND    CLASS 0
 GX1109
 GX1109.The horizontal coordinates were scaled from a topographic map and have
 GX1109.an estimated accuracy of +/- 6 seconds.
 GX1109
 GX1109.The orthometric height was determined by differential leveling
 GX1109.and adjusted by the National Geodetic Survey in June 1991..
 GX1109
 GX1109.The geoid height was determined by GEOID03.
 GX1109
 GX1109.The dynamic height is computed by dividing the NAVD 88
 GX1109.geopotential number by the normal gravity value computed on the
 GX1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1109.degrees latitude (g = 980.6199 gals.).
 GX1109
 GX1109.The modeled gravity was interpolated from observed gravity values.
 GX1109
 GX1109;                    North         East    Units  Estimated Accuracy
 GX1109;SPC WV S     -    78,930.      591,310.      MT  (+/- 180 meters Scaled)
 GX1109
 GX1109                          SUPERSEDED SURVEY CONTROL
 GX1109
 GX1109  NGVD 29 (??/??/92)  817.462  (m)         2681.96   (f) ADJ UNCH    2 0
 GX1109
 GX1109.Superseded values are not recommended for survey control.
 GX1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1109.See file dsdata.txt to determine how the superseded data were derived.
 GX1109
 GX1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB913737(NAD 83)
 GX1109_MARKER: DB = BENCH MARK DISK
 GX1109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1109_SP_SET: CULVERT
 GX1109_STAMPING: K 87 1960
 GX1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1109
 GX1109  HISTORY     - Date     Condition        Report By
 GX1109  HISTORY     - 1960     MONUMENTED       CGS
 GX1109
 GX1109                          STATION DESCRIPTION
 GX1109
 GX1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1109'0.4 MI N FROM SHADY SPRINGS.
 GX1109'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 3 (ALSO U.S. HIGHWAYS
 GX1109'19 AND 21) FROM THE JUNCTION OF STATE HIGHWAY 3 LEADING EAST
 GX1109'AND U.S. HIGHWAYS 19 AND 21 LEADING SOUTH AT SHADY SPRING, 25
 GX1109'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 25 YARDS SOUTHEAST
 GX1109'OF THE SOUTHEAST CORNER OF HOUSE NO. 1354 (ONE-STORY HOUSE WITH
 GX1109'ASBESTOS SIDING AND CONCRETE BLOCK FOUNDATION), IN TOP OF THE
 GX1109'NORTH END OF THE WEST CONCRETE HEAD WALL OF A 15-INCH PIPE
 GX1109'CULVERT UNDER THE HIGHWAY, AND ABOUT 1/2 FOOT BELOW THE LEVEL
 GX1109'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0192 ***********************************************************************
 JX0192  DESIGNATION -  K 9
 JX0192  PID         -  JX0192
 JX0192  STATE/COUNTY-  WV/LEWIS
 JX0192  USGS QUAD   -  WESTON (1977)
 JX0192
 JX0192                         *CURRENT SURVEY CONTROL
 JX0192  ___________________________________________________________________
 JX0192* NAD 83(1986)-  39 03 49.     (N)    080 27 11.     (W)     SCALED    
 JX0192* NAVD 88     -       307.059  (meters)    1007.41   (feet)  ADJUSTED  
 JX0192  ___________________________________________________________________
 JX0192  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JX0192  DYNAMIC HT  -         306.860 (meters)    1006.76  (feet)  COMP
 JX0192  MODELED GRAV-     979,972.9   (mgal)                       NAVD 88
 JX0192
 JX0192  VERT ORDER  -  SECOND    CLASS 0
 JX0192
 JX0192.The horizontal coordinates were scaled from a topographic map and have
 JX0192.an estimated accuracy of +/- 6 seconds.
 JX0192
 JX0192.The orthometric height was determined by differential leveling
 JX0192.and adjusted by the National Geodetic Survey in June 1991..
 JX0192
 JX0192.The geoid height was determined by GEOID03.
 JX0192
 JX0192.The dynamic height is computed by dividing the NAVD 88
 JX0192.geopotential number by the normal gravity value computed on the
 JX0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0192.degrees latitude (g = 980.6199 gals.).
 JX0192
 JX0192.The modeled gravity was interpolated from observed gravity values.
 JX0192
 JX0192;                    North         East    Units  Estimated Accuracy
 JX0192;SPC WV S     -   229,190.      647,340.      MT  (+/- 180 meters Scaled)
 JX0192
 JX0192                          SUPERSEDED SURVEY CONTROL
 JX0192
 JX0192  NGVD 29 (??/??/92)  307.227  (m)         1007.96   (f) ADJ UNCH    2 0
 JX0192
 JX0192.Superseded values are not recommended for survey control.
 JX0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0192.See file dsdata.txt to determine how the superseded data were derived.
 JX0192
 JX0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND473239(NAD 83)
 JX0192_MARKER: DB = BENCH MARK DISK
 JX0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0192_SP_SET: BRIDGE
 JX0192_STAMPING: K 9 1933
 JX0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0192
 JX0192  HISTORY     - Date     Condition        Report By
 JX0192  HISTORY     - 1933     MONUMENTED       CGS
 JX0192  HISTORY     - 1956     GOOD             NGS
 JX0192
 JX0192                          STATION DESCRIPTION
 JX0192
 JX0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX0192'2.4 MI N FROM WESTON.
 JX0192'2.4 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD STATION
 JX0192'AT WESTON, LEWIS COUNTY, 25 YARDS SOUTHEAST OF THE CONCRETE
 JX0192'HIGHWAY BRIDGE OVER MAXWELL RUN, IN THE TOP OF THE SOUTH END OF
 JX0192'THE WEST BRIDGE SEAT 9 FEET SOUTH OF THE CENTERLINE OF THE
 JX0192'TRACK, 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JX0192'K 9 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0973 ***********************************************************************
 HX0973  DESIGNATION -  K 9
 HX0973  PID         -  HX0973
 HX0973  STATE/COUNTY-  WV/GREENBRIER
 HX0973  USGS QUAD   -  TROUT (1995)
 HX0973
 HX0973                         *CURRENT SURVEY CONTROL
 HX0973  ___________________________________________________________________
 HX0973* NAD 83(1986)-  38 07 14.     (N)    080 29 27.     (W)     SCALED    
 HX0973* NAVD 88     -      1171.902  (meters)    3844.82   (feet)  ADJUSTED  
 HX0973  ___________________________________________________________________
 HX0973  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX0973  DYNAMIC HT  -        1170.889 (meters)    3841.49  (feet)  COMP
 HX0973  MODELED GRAV-     979,722.2   (mgal)                       NAVD 88
 HX0973
 HX0973  VERT ORDER  -  SECOND    CLASS 0
 HX0973
 HX0973.The horizontal coordinates were scaled from a topographic map and have
 HX0973.an estimated accuracy of +/- 6 seconds.
 HX0973
 HX0973.The orthometric height was determined by differential leveling
 HX0973.and adjusted by the National Geodetic Survey in June 1991..
 HX0973
 HX0973.The geoid height was determined by GEOID03.
 HX0973
 HX0973.The dynamic height is computed by dividing the NAVD 88
 HX0973.geopotential number by the normal gravity value computed on the
 HX0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0973.degrees latitude (g = 980.6199 gals.).
 HX0973
 HX0973.The modeled gravity was interpolated from observed gravity values.
 HX0973
 HX0973;                    North         East    Units  Estimated Accuracy
 HX0973;SPC WV S     -   124,490.      644,650.      MT  (+/- 180 meters Scaled)
 HX0973
 HX0973                          SUPERSEDED SURVEY CONTROL
 HX0973
 HX0973  NGVD 29 (??/??/92) 1172.007  (m)         3845.16   (f) ADJ UNCH    2 0
 HX0973
 HX0973.Superseded values are not recommended for survey control.
 HX0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0973.See file dsdata.txt to determine how the superseded data were derived.
 HX0973
 HX0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC446193(NAD 83)
 HX0973_MARKER: DD = SURVEY DISK
 HX0973_SETTING: 80 = SET IN A BOULDER
 HX0973_SP_SET: BOULDER
 HX0973_STAMPING: 3843 K 9 1921 W VA
 HX0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0973+STABILITY: SURFACE MOTION
 HX0973
 HX0973  HISTORY     - Date     Condition        Report By
 HX0973  HISTORY     - 1921     MONUMENTED       USGS
 HX0973  HISTORY     - 1962     GOOD             NGS
 HX0973
 HX0973                          STATION DESCRIPTION
 HX0973
 HX0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0973'9.4 MI S FROM RICHWOOD.
 HX0973'9.4 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION OF
 HX0973'RIVERSIDE DRIVE, ABOUT 0.6 MILE NORTHWEST OF THE LARGEST ONE
 HX0973'OF FOUR METAL BUILDINGS, ABOUT 0.15 MILE NORTHEAST OF JUNCTION
 HX0973'OF ROAD LEADING SOUTHWEST, SET ON TOP OF A 12 FOOT LONG-BY-8
 HX0973'FOOT WIDE BOULDER, 2.5 FEET NORTHWEST OF SOUTHEAST CORNER OF
 HX0973'BOULDER, 18 FEET NORTH OF CENTER LINE OF ROAD, AND IS 1 FOOT
 HX0973'BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1044 ***********************************************************************
 JX1044  DESIGNATION -  K 91
 JX1044  PID         -  JX1044
 JX1044  STATE/COUNTY-  WV/WIRT
 JX1044  USGS QUAD   -  ELIZABETH (1975)
 JX1044
 JX1044                         *CURRENT SURVEY CONTROL
 JX1044  ___________________________________________________________________
 JX1044* NAD 83(1986)-  39 02 48.     (N)    081 29 33.     (W)     SCALED    
 JX1044* NAVD 88     -       206.292  (meters)     676.81   (feet)  ADJUSTED  
 JX1044  ___________________________________________________________________
 JX1044  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JX1044  DYNAMIC HT  -         206.161 (meters)     676.38  (feet)  COMP
 JX1044  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JX1044
 JX1044  VERT ORDER  -  SECOND    CLASS 0
 JX1044
 JX1044.The horizontal coordinates were scaled from a topographic map and have
 JX1044.an estimated accuracy of +/- 6 seconds.
 JX1044
 JX1044.The orthometric height was determined by differential leveling
 JX1044.and adjusted by the National Geodetic Survey in June 1991..
 JX1044
 JX1044.The geoid height was determined by GEOID03.
 JX1044
 JX1044.The dynamic height is computed by dividing the NAVD 88
 JX1044.geopotential number by the normal gravity value computed on the
 JX1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1044.degrees latitude (g = 980.6199 gals.).
 JX1044
 JX1044.The modeled gravity was interpolated from observed gravity values.
 JX1044
 JX1044;                    North         East    Units  Estimated Accuracy
 JX1044;SPC WV N     -    62,600.      427,530.      MT  (+/- 180 meters Scaled)
 JX1044
 JX1044                          SUPERSEDED SURVEY CONTROL
 JX1044
 JX1044  NGVD 29 (??/??/92)  206.472  (m)          677.40   (f) ADJ UNCH    2 0
 JX1044
 JX1044.Superseded values are not recommended for survey control.
 JX1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1044.See file dsdata.txt to determine how the superseded data were derived.
 JX1044
 JX1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD573220(NAD 83)
 JX1044_MARKER: DB = BENCH MARK DISK
 JX1044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1044_SP_SET: BRIDGE
 JX1044_STAMPING: K 91 1956
 JX1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1044
 JX1044  HISTORY     - Date     Condition        Report By
 JX1044  HISTORY     - 1956     MONUMENTED       CGS
 JX1044
 JX1044                          STATION DESCRIPTION
 JX1044
 JX1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1044'6.8 MI W FROM ELIZABETH.
 JX1044'0.75 MILE WEST ALONG STATE HIGHWAY 14 FROM THE COURT HOUSE AT
 JX1044'ELZIABETH, THENCE ABOUT 6.0 MILES SOUTHWEST AND WEST ALONG A
 JX1044'BLACK TOP ROAD (TUCKER CREEK ROAD), AT MORRISTOWN, AT THE
 JX1044'JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO WINDY, ABOUT 41 YARDS
 JX1044'SOUTH OF CENTER OF JUNCTION OF ROADS, 124 FEET SOUTH OF CENTER
 JX1044'LINE OF TUCKER CREEK ROAD, 16 FEET WEST OF CENTER LINE OF ROAD SOUTH
 JX1044'TO WINDY, IN THE TOP AND ONE STEP DOWN FROM THE TOP OF WEST
 JX1044'END OF THE NORTH STONE MASONRY ABUTMENT OF STEEL BRIDGE OVER
 JX1044'TUCKER CREEK, 9 1/2 FEET WEST OF WEST STEEL BANISTER OF BRIDGE
 JX1044'AND 1 1/2 FEET BELOW LEVEL OF BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1209 ***********************************************************************
 JX1209  DESIGNATION -  K 92
 JX1209  PID         -  JX1209
 JX1209  STATE/COUNTY-  WV/WIRT
 JX1209  USGS QUAD   -  ROCKPORT (1975)
 JX1209
 JX1209                         *CURRENT SURVEY CONTROL
 JX1209  ___________________________________________________________________
 JX1209* NAD 83(1986)-  39 00 38.     (N)    081 31 43.     (W)     SCALED    
 JX1209* NAVD 88     -       336.458  (meters)    1103.86   (feet)  ADJUSTED  
 JX1209  ___________________________________________________________________
 JX1209  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JX1209  DYNAMIC HT  -         336.245 (meters)    1103.16  (feet)  COMP
 JX1209  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 JX1209
 JX1209  VERT ORDER  -  SECOND    CLASS 0
 JX1209
 JX1209.The horizontal coordinates were scaled from a topographic map and have
 JX1209.an estimated accuracy of +/- 6 seconds.
 JX1209
 JX1209.The orthometric height was determined by differential leveling
 JX1209.and adjusted by the National Geodetic Survey in June 1991..
 JX1209
 JX1209.The geoid height was determined by GEOID03.
 JX1209
 JX1209.The dynamic height is computed by dividing the NAVD 88
 JX1209.geopotential number by the normal gravity value computed on the
 JX1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1209.degrees latitude (g = 980.6199 gals.).
 JX1209
 JX1209.The modeled gravity was interpolated from observed gravity values.
 JX1209
 JX1209;                    North         East    Units  Estimated Accuracy
 JX1209;SPC WV N     -    58,660.      424,310.      MT  (+/- 180 meters Scaled)
 JX1209
 JX1209                          SUPERSEDED SURVEY CONTROL
 JX1209
 JX1209  NGVD 29 (??/??/92)  336.636  (m)         1104.45   (f) ADJ UNCH    2 0
 JX1209
 JX1209.Superseded values are not recommended for survey control.
 JX1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1209.See file dsdata.txt to determine how the superseded data were derived.
 JX1209
 JX1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD542180(NAD 83)
 JX1209_MARKER: DB = BENCH MARK DISK
 JX1209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1209_SP_SET: PORCH
 JX1209_STAMPING: K 92 1956
 JX1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1209
 JX1209  HISTORY     - Date     Condition        Report By
 JX1209  HISTORY     - 1956     MONUMENTED       CGS
 JX1209
 JX1209                          STATION DESCRIPTION
 JX1209
 JX1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1209'1.6 MI S FROM WINDY.
 JX1209'1.65 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AND
 JX1209'ROAD JUNCTION AT WINDY, ABOUT 0.4 MILE SOUTH OF A CHURCH AND
 JX1209'CEMETERY, AT MT. HOPE E.U.B. CHURCH, 41 FEET NORTHWEST OF CENTER
 JX1209'LINE OF ROAD, SET VERTICALLY IN THE WEST FACE OF 5 BY 17-FOOT
 JX1209'CONCRETE PORCH AT FRONT OF CHURCH BUILDING, 5 1/2 FEET SOUTHEAST
 JX1209'OF SOUTHWEST CORNER OF CHURCH BUILDING AND 1.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2486 ***********************************************************************
 HX2486  DESIGNATION -  K 93
 HX2486  PID         -  HX2486
 HX2486  STATE/COUNTY-  WV/JACKSON
 HX2486  USGS QUAD   -  GAY (1987)
 HX2486
 HX2486                         *CURRENT SURVEY CONTROL
 HX2486  ___________________________________________________________________
 HX2486* NAD 83(1986)-  38 49 20.     (N)    081 32 42.     (W)     SCALED    
 HX2486* NAVD 88     -       202.013  (meters)     662.77   (feet)  ADJUSTED  
 HX2486  ___________________________________________________________________
 HX2486  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HX2486  DYNAMIC HT  -         201.881 (meters)     662.34  (feet)  COMP
 HX2486  MODELED GRAV-     979,967.2   (mgal)                       NAVD 88
 HX2486
 HX2486  VERT ORDER  -  SECOND    CLASS 0
 HX2486
 HX2486.The horizontal coordinates were scaled from a topographic map and have
 HX2486.an estimated accuracy of +/- 6 seconds.
 HX2486
 HX2486.The orthometric height was determined by differential leveling
 HX2486.and adjusted by the National Geodetic Survey in June 1991..
 HX2486
 HX2486.The geoid height was determined by GEOID03.
 HX2486
 HX2486.The dynamic height is computed by dividing the NAVD 88
 HX2486.geopotential number by the normal gravity value computed on the
 HX2486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2486.degrees latitude (g = 980.6199 gals.).
 HX2486
 HX2486.The modeled gravity was interpolated from observed gravity values.
 HX2486
 HX2486;                    North         East    Units  Estimated Accuracy
 HX2486;SPC WV S     -   202,390.      552,670.      MT  (+/- 180 meters Scaled)
 HX2486
 HX2486                          SUPERSEDED SURVEY CONTROL
 HX2486
 HX2486  NGVD 29 (??/??/92)  202.182  (m)          663.33   (f) ADJ UNCH    2 0
 HX2486
 HX2486.Superseded values are not recommended for survey control.
 HX2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2486.See file dsdata.txt to determine how the superseded data were derived.
 HX2486
 HX2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC526971(NAD 83)
 HX2486_MARKER: DB = BENCH MARK DISK
 HX2486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2486_SP_SET: CULVERT
 HX2486_STAMPING: K 93 1956
 HX2486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2486
 HX2486  HISTORY     - Date     Condition        Report By
 HX2486  HISTORY     - 1956     MONUMENTED       CGS
 HX2486
 HX2486                          STATION DESCRIPTION
 HX2486
 HX2486'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2486'0.6 MI W FROM MARSHALL.
 HX2486'ABOUT 0.55 MILE WEST ALONG U.S. HIGHWAY 33 FROM THE BRIDGE OVER
 HX2486'BUFFALO CREEK AT MARSHALL, EAST AND ACROSS HIGHWAY FROM A WHITE
 HX2486'FRAME HOUSE, IN THE TOP OF THE SOUTHWEST END OF SOUTHEAST HEAD
 HX2486'WALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY, 22 FEET
 HX2486'SOUTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT 1 1/2 FEET BELOW
 HX2486'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1768 ***********************************************************************
 HX1768  DESIGNATION -  K 94
 HX1768  PID         -  HX1768
 HX1768  STATE/COUNTY-  WV/ROANE
 HX1768  USGS QUAD   -  WALTON (1976)
 HX1768
 HX1768                         *CURRENT SURVEY CONTROL
 HX1768  ___________________________________________________________________
 HX1768* NAD 83(1986)-  38 41 36.     (N)    081 26 32.     (W)     SCALED    
 HX1768* NAVD 88     -       268.622  (meters)     881.30   (feet)  ADJUSTED  
 HX1768  ___________________________________________________________________
 HX1768  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HX1768  DYNAMIC HT  -         268.442 (meters)     880.71  (feet)  COMP
 HX1768  MODELED GRAV-     979,951.1   (mgal)                       NAVD 88
 HX1768
 HX1768  VERT ORDER  -  SECOND    CLASS 0
 HX1768
 HX1768.The horizontal coordinates were scaled from a topographic map and have
 HX1768.an estimated accuracy of +/- 6 seconds.
 HX1768
 HX1768.The orthometric height was determined by differential leveling
 HX1768.and adjusted by the National Geodetic Survey in June 1991..
 HX1768
 HX1768.The geoid height was determined by GEOID03.
 HX1768
 HX1768.The dynamic height is computed by dividing the NAVD 88
 HX1768.geopotential number by the normal gravity value computed on the
 HX1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1768.degrees latitude (g = 980.6199 gals.).
 HX1768
 HX1768.The modeled gravity was interpolated from observed gravity values.
 HX1768
 HX1768;                    North         East    Units  Estimated Accuracy
 HX1768;SPC WV S     -   188,040.      561,530.      MT  (+/- 180 meters Scaled)
 HX1768
 HX1768                          SUPERSEDED SURVEY CONTROL
 HX1768
 HX1768  NGVD 29 (??/??/92)  268.791  (m)          881.86   (f) ADJ UNCH    2 0
 HX1768
 HX1768.Superseded values are not recommended for survey control.
 HX1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1768.See file dsdata.txt to determine how the superseded data were derived.
 HX1768
 HX1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC615828(NAD 83)
 HX1768_MARKER: DB = BENCH MARK DISK
 HX1768_SETTING: 66 = SET IN ROCK OUTCROP
 HX1768_SP_SET: ROCK CUT
 HX1768_STAMPING: K 94 1956
 HX1768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1768+STABILITY: POSITION/ELEVATION WELL
 HX1768
 HX1768  HISTORY     - Date     Condition        Report By
 HX1768  HISTORY     - 1956     MONUMENTED       CGS
 HX1768
 HX1768                          STATION DESCRIPTION
 HX1768
 HX1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1768'2.8 MI SW FROM GANDEEVILLE.
 HX1768'ABOUT 2.8 MILES WEST AND SOUTHWEST ALONG A BLACK TOP ROAD LEADING
 HX1768'TO HARMONY FROM THE JUNCTION OF STATE HIGHWAY 14 AT GANDEEVILLE,
 HX1768'ABOUT 160 YARDS SOUTHWEST AND DOWN HILL FROM THE JUNCTION OF A
 HX1768'GRADED ROAD SOUTHEAST AND A DRIVE WEST TO 2-STORY FARM HOUSE
 HX1768'(LOCUST WOOD FARM), SET VERTICALLY ABOUT 5 FEET ABOVE BOTTOM OF
 HX1768'DITCH IN THE 6-FOOT HIGH SOUTH-SOUTHWEST FACE OF SANDSTONE CUT,
 HX1768'15 FEET NORTH-NORTHEAST OF CENTER LINE OF BLACK TOP ROAD, 28
 HX1768'YARDS EAST-SOUTHEAST OF A 12-INCH CORRUGATED PIPE CULVERT UNDER
 HX1768'ROAD AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2530 ***********************************************************************
 HX2530  DESIGNATION -  K 95
 HX2530  PID         -  HX2530
 HX2530  STATE/COUNTY-  WV/ROANE
 HX2530  USGS QUAD   -  ROMANCE (1975)
 HX2530
 HX2530                         *CURRENT SURVEY CONTROL
 HX2530  ___________________________________________________________________
 HX2530* NAD 83(1986)-  38 35 27.     (N)    081 30 42.     (W)     SCALED    
 HX2530* NAVD 88     -       201.986  (meters)     662.68   (feet)  ADJUSTED  
 HX2530  ___________________________________________________________________
 HX2530  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HX2530  DYNAMIC HT  -         201.848 (meters)     662.23  (feet)  COMP
 HX2530  MODELED GRAV-     979,944.3   (mgal)                       NAVD 88
 HX2530
 HX2530  VERT ORDER  -  SECOND    CLASS 0
 HX2530
 HX2530.The horizontal coordinates were scaled from a topographic map and have
 HX2530.an estimated accuracy of +/- 6 seconds.
 HX2530
 HX2530.The orthometric height was determined by differential leveling
 HX2530.and adjusted by the National Geodetic Survey in June 1991..
 HX2530
 HX2530.The geoid height was determined by GEOID03.
 HX2530
 HX2530.The dynamic height is computed by dividing the NAVD 88
 HX2530.geopotential number by the normal gravity value computed on the
 HX2530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2530.degrees latitude (g = 980.6199 gals.).
 HX2530
 HX2530.The modeled gravity was interpolated from observed gravity values.
 HX2530
 HX2530;                    North         East    Units  Estimated Accuracy
 HX2530;SPC WV S     -   176,690.      555,420.      MT  (+/- 180 meters Scaled)
 HX2530
 HX2530                          SUPERSEDED SURVEY CONTROL
 HX2530
 HX2530  NGVD 29 (??/??/92)  202.162  (m)          663.26   (f) ADJ UNCH    2 0
 HX2530
 HX2530.Superseded values are not recommended for survey control.
 HX2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2530.See file dsdata.txt to determine how the superseded data were derived.
 HX2530
 HX2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC554714(NAD 83)
 HX2530_MARKER: DB = BENCH MARK DISK
 HX2530_SETTING: 80 = SET IN A BOULDER
 HX2530_SP_SET: BOULDER
 HX2530_STAMPING: K 95 1956
 HX2530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2530+STABILITY: SURFACE MOTION
 HX2530
 HX2530  HISTORY     - Date     Condition        Report By
 HX2530  HISTORY     - 1956     MONUMENTED       CGS
 HX2530
 HX2530                          STATION DESCRIPTION
 HX2530
 HX2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2530'3.2 MI N FROM KETTLE.
 HX2530'ABOUT 2.2 MILES NORTHWEST ALONG A DIRT ROAD FOLLOWING GREEN
 HX2530'CREEK FROM THE POST OFFICE AND STORE AT KETTLE, THENCE ABOUT
 HX2530'1.0 MILE SOUTHEAST AND NORTH ALONG A DIRT ROAD FOLLOWING
 HX2530'POCATALICO RIVER, ABOUT 0.45 MILE SOUTH OF A STEEL BRIDGE OVER
 HX2530'POCATALICO RIVER, ABOUT 0.1 MILE SOUTHEAST OF A FARM HOUSE, 16
 HX2530'YARDS SOUTH-SOUTHEAST OF POWER POLE NO. 48-3810 1056 D 21, AT A
 HX2530'SLIGHT GRADE IN ROAD, SET VERTICALLY ABOUT 1.5 FEET ABOVE GROUND
 HX2530'IN THE SLANTING SOUTH FACE OF AN 8-FOOT HIGH 24-FOOT WIDE
 HX2530'EMBEDDED BOULDER, 10 1/2 FEET NORTHEAST OF CENTER LINE OF ROAD,
 HX2530'1.3 FEET WEST OF SOUTHEAST CORNER OF BOULDER AND 2 1/2 FEET
 HX2530'ABOVE LEVEL OF ROAD.  NOTE-- MARK IS APPROXIMATELY ON THE
 HX2530'ROANE-KANAWAH COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1792 ***********************************************************************
 HX1792  DESIGNATION -  K 96
 HX1792  PID         -  HX1792
 HX1792  STATE/COUNTY-  WV/KANAWHA
 HX1792  USGS QUAD   -  KETTLE (1975)
 HX1792
 HX1792                         *CURRENT SURVEY CONTROL
 HX1792  ___________________________________________________________________
 HX1792* NAD 83(1986)-  38 30 11.     (N)    081 25 13.     (W)     SCALED    
 HX1792* NAVD 88     -       263.303  (meters)     863.85   (feet)  ADJUSTED  
 HX1792  ___________________________________________________________________
 HX1792  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HX1792  DYNAMIC HT  -         263.122 (meters)     863.26  (feet)  COMP
 HX1792  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 HX1792
 HX1792  VERT ORDER  -  SECOND    CLASS 0
 HX1792
 HX1792.The horizontal coordinates were scaled from a topographic map and have
 HX1792.an estimated accuracy of +/- 6 seconds.
 HX1792
 HX1792.The orthometric height was determined by differential leveling
 HX1792.and adjusted by the National Geodetic Survey in June 1991..
 HX1792
 HX1792.The geoid height was determined by GEOID03.
 HX1792
 HX1792.The dynamic height is computed by dividing the NAVD 88
 HX1792.geopotential number by the normal gravity value computed on the
 HX1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1792.degrees latitude (g = 980.6199 gals.).
 HX1792
 HX1792.The modeled gravity was interpolated from observed gravity values.
 HX1792
 HX1792;                    North         East    Units  Estimated Accuracy
 HX1792;SPC WV S     -   166,910.      563,340.      MT  (+/- 180 meters Scaled)
 HX1792
 HX1792                          SUPERSEDED SURVEY CONTROL
 HX1792
 HX1792  NGVD 29 (??/??/92)  263.480  (m)          864.43   (f) ADJ UNCH    2 0
 HX1792
 HX1792.Superseded values are not recommended for survey control.
 HX1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1792.See file dsdata.txt to determine how the superseded data were derived.
 HX1792
 HX1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC633617(NAD 83)
 HX1792_MARKER: DB = BENCH MARK DISK
 HX1792_SETTING: 80 = SET IN A BOULDER
 HX1792_SP_SET: BOULDER
 HX1792_STAMPING: K 96 1956
 HX1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1792+STABILITY: SURFACE MOTION
 HX1792
 HX1792  HISTORY     - Date     Condition        Report By
 HX1792  HISTORY     - 1956     MONUMENTED       CGS
 HX1792
 HX1792                          STATION DESCRIPTION
 HX1792
 HX1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1792'4.2 MI N FROM FALLING ROCK.
 HX1792'ABOUT 0.35 MILE NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST
 HX1792'OFFICE AT FALLING ROCK, THENCE ABOUT 3.45 MILES NORTH AND NORTHWEST
 HX1792'ALONG A BLACK TOP ROAD TO A POINT ABOUT 75 YARDS WEST OF END OF
 HX1792'BLACK TOP AND A BRIDGE OVER WILLS CREEK, THENCE ABOUT 0.35 MILE
 HX1792'NORTHWEST ALONG A DIRT ROAD WHICH LEADS OVER GAP INTO BIG FORK
 HX1792'OF LITTLE SANDY CREEK, ABOUT 0.45 MILE SOUTH OF TOP OF GAP, ABOUT
 HX1792'240 YARDS SOUTH OF CROSSING OF A CREEK BRANCH, 25 FEET WEST-SOUTHWEST
 HX1792'OF CENTER LINE OF ROAD, BETWEEN ROAD AND A CREEK BRANCH, WEST AND
 HX1792'ACROSS ROAD FROM POWER POLE NO. AEP 48-7829 1130-D-14, 15 1/2
 HX1792'FEET WEST-SOUTHWEST OF A TWIN 12-INCH ELM TREE, IN THE TOP OF THE
 HX1792'POINTED TOP OF A 3-FOOT HIGH, 6 BY 4-FOOT EXPOSED PORTION OF AN
 HX1792'EMBEDDED BOULDER, AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2533 ***********************************************************************
 HX2533  DESIGNATION -  K 97
 HX2533  PID         -  HX2533
 HX2533  STATE/COUNTY-  WV/ROANE
 HX2533  USGS QUAD   -  ROMANCE (1975)
 HX2533
 HX2533                         *CURRENT SURVEY CONTROL
 HX2533  ___________________________________________________________________
 HX2533* NAD 83(1986)-  38 36 27.     (N)    081 30 59.     (W)     SCALED    
 HX2533* NAVD 88     -       211.425  (meters)     693.65   (feet)  ADJUSTED  
 HX2533  ___________________________________________________________________
 HX2533  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HX2533  DYNAMIC HT  -         211.281 (meters)     693.18  (feet)  COMP
 HX2533  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 HX2533
 HX2533  VERT ORDER  -  SECOND    CLASS 0
 HX2533
 HX2533.The horizontal coordinates were scaled from a topographic map and have
 HX2533.an estimated accuracy of +/- 6 seconds.
 HX2533
 HX2533.The orthometric height was determined by differential leveling
 HX2533.and adjusted by the National Geodetic Survey in June 1991..
 HX2533
 HX2533.The geoid height was determined by GEOID03.
 HX2533
 HX2533.The dynamic height is computed by dividing the NAVD 88
 HX2533.geopotential number by the normal gravity value computed on the
 HX2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2533.degrees latitude (g = 980.6199 gals.).
 HX2533
 HX2533.The modeled gravity was interpolated from observed gravity values.
 HX2533
 HX2533;                    North         East    Units  Estimated Accuracy
 HX2533;SPC WV S     -   178,540.      555,020.      MT  (+/- 180 meters Scaled)
 HX2533
 HX2533                          SUPERSEDED SURVEY CONTROL
 HX2533
 HX2533  NGVD 29 (??/??/92)  211.600  (m)          694.22   (f) ADJ UNCH    2 0
 HX2533
 HX2533.Superseded values are not recommended for survey control.
 HX2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2533.See file dsdata.txt to determine how the superseded data were derived.
 HX2533
 HX2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC550733(NAD 83)
 HX2533_MARKER: DB = BENCH MARK DISK
 HX2533_SETTING: 80 = SET IN A BOULDER
 HX2533_SP_SET: BOULDER
 HX2533_STAMPING: K 97 1956
 HX2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2533+STABILITY: SURFACE MOTION
 HX2533
 HX2533  HISTORY     - Date     Condition        Report By
 HX2533  HISTORY     - 1956     MONUMENTED       CGS
 HX2533
 HX2533                          STATION DESCRIPTION
 HX2533
 HX2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2533'5 MI N FROM KETTLE.
 HX2533'ABOUT 2.2 MILES NORTHWEST ALONG A DIRT ROAD FOLLOWING GREEN
 HX2533'CREEK FROM THE POST OFFICE AND STORE AT KETTLE, THENCE ABOUT
 HX2533'2.55 MILES SOUTHEAST AND NORTH ALONG A DIRT ROAD FOLLOWING
 HX2533'POCATALICO RIVER TO A POINT ABOUT 1.1 MILES NORTHWEST OF BRIDGE
 HX2533'OVER POCATALICO RIVER, THENCE ABOUT 0.2 MILE NORTHWEST ALONG A
 HX2533'DIRT ROAD FORDING POCATALICO RIVER AND FOLLOWING WHITE OAK CREEK,
 HX2533'ABOUT 12 YARDS NORTH OF THE TOP OF A LOW GRADE AND JUNCTION OF
 HX2533'A TRAIL NORTHEAST AND UPHILL, 7 FEET EAST OF CENTER LINE OF
 HX2533'ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF A 15 BY 10-FOOT
 HX2533'BOULDER, AND ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD AND GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2574 ***********************************************************************
 HX2574  DESIGNATION -  K 98
 HX2574  PID         -  HX2574
 HX2574  STATE/COUNTY-  WV/KANAWHA
 HX2574  USGS QUAD   -  SISSONVILLE (1958)
 HX2574
 HX2574                         *CURRENT SURVEY CONTROL
 HX2574  ___________________________________________________________________
 HX2574* NAD 83(1986)-  38 31 11.     (N)    081 39 38.     (W)     SCALED    
 HX2574* NAVD 88     -       185.271  (meters)     607.84   (feet)  ADJUSTED  
 HX2574  ___________________________________________________________________
 HX2574  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HX2574  DYNAMIC HT  -         185.143 (meters)     607.42  (feet)  COMP
 HX2574  MODELED GRAV-     979,938.6   (mgal)                       NAVD 88
 HX2574
 HX2574  VERT ORDER  -  SECOND    CLASS 0
 HX2574
 HX2574.The horizontal coordinates were scaled from a topographic map and have
 HX2574.an estimated accuracy of +/- 6 seconds.
 HX2574
 HX2574.The orthometric height was determined by differential leveling
 HX2574.and adjusted by the National Geodetic Survey in June 1991..
 HX2574
 HX2574.The geoid height was determined by GEOID03.
 HX2574
 HX2574.The dynamic height is computed by dividing the NAVD 88
 HX2574.geopotential number by the normal gravity value computed on the
 HX2574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2574.degrees latitude (g = 980.6199 gals.).
 HX2574
 HX2574.The modeled gravity was interpolated from observed gravity values.
 HX2574
 HX2574;                    North         East    Units  Estimated Accuracy
 HX2574;SPC WV S     -   168,880.      542,400.      MT  (+/- 180 meters Scaled)
 HX2574
 HX2574                          SUPERSEDED SURVEY CONTROL
 HX2574
 HX2574  NGVD 29 (??/??/92)  185.458  (m)          608.46   (f) ADJ UNCH    2 0
 HX2574
 HX2574.Superseded values are not recommended for survey control.
 HX2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2574.See file dsdata.txt to determine how the superseded data were derived.
 HX2574
 HX2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC424636(NAD 83)
 HX2574_MARKER: DB = BENCH MARK DISK
 HX2574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2574_SP_SET: CULVERT
 HX2574_STAMPING: K 98 1956
 HX2574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2574
 HX2574  HISTORY     - Date     Condition        Report By
 HX2574  HISTORY     - 1956     MONUMENTED       CGS
 HX2574
 HX2574                          STATION DESCRIPTION
 HX2574
 HX2574'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2574'3.8 MI SW FROM SISSONVILLE.
 HX2574'ABOUT 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 21 FROM THE HIGH
 HX2574'SCHOOL AT SISSONVILLE, THENCE ABOUT 1.45 MILES NORTHWEST ALONG
 HX2574'A BLACK TOP ROAD, ABOUT 0.45 MILE NORTHWEST OF STEEL BRIDGE
 HX2574'OVER POCATALICO RIVER, ABOUT 0.7 MILE EAST OF BONHAM PIPE LINE
 HX2574'PUMPING STATION, 23 YARDS NORTHWEST OF CENTER OF DRIVE NORTHEAST
 HX2574'TO A SMALL FARM HOUSE, 16 FEET NORTHEAST OF CENTER LINE OF ROAD,
 HX2574'IN THE TOP OF SOUTHEAST END OF NORTHEAST CONCRETE HEAD WALL
 HX2574'OF A 4-FOOT CONCRETE AND STONE CULVERT FOR A CREEK BRANCH AND
 HX2574'ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2396 ***********************************************************************
 HX2396  DESIGNATION -  K 99
 HX2396  PID         -  HX2396
 HX2396  STATE/COUNTY-  WV/JACKSON
 HX2396  USGS QUAD   -  SISSONVILLE (1958)
 HX2396
 HX2396                         *CURRENT SURVEY CONTROL
 HX2396  ___________________________________________________________________
 HX2396* NAD 83(1986)-  38 33 42.     (N)    081 38 06.     (W)     SCALED    
 HX2396* NAVD 88     -       192.337  (meters)     631.03   (feet)  ADJUSTED  
 HX2396  ___________________________________________________________________
 HX2396  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HX2396  DYNAMIC HT  -         192.206 (meters)     630.60  (feet)  COMP
 HX2396  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 HX2396
 HX2396  VERT ORDER  -  SECOND    CLASS 0
 HX2396
 HX2396.The horizontal coordinates were scaled from a topographic map and have
 HX2396.an estimated accuracy of +/- 6 seconds.
 HX2396
 HX2396.The orthometric height was determined by differential leveling
 HX2396.and adjusted by the National Geodetic Survey in June 1991..
 HX2396
 HX2396.The geoid height was determined by GEOID03.
 HX2396
 HX2396.The dynamic height is computed by dividing the NAVD 88
 HX2396.geopotential number by the normal gravity value computed on the
 HX2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2396.degrees latitude (g = 980.6199 gals.).
 HX2396
 HX2396.The modeled gravity was interpolated from observed gravity values.
 HX2396
 HX2396;                    North         East    Units  Estimated Accuracy
 HX2396;SPC WV S     -   173,520.      544,660.      MT  (+/- 180 meters Scaled)
 HX2396
 HX2396                          SUPERSEDED SURVEY CONTROL
 HX2396
 HX2396  NGVD 29 (??/??/92)  192.520  (m)          631.63   (f) ADJ UNCH    2 0
 HX2396
 HX2396.Superseded values are not recommended for survey control.
 HX2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2396.See file dsdata.txt to determine how the superseded data were derived.
 HX2396
 HX2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC446683(NAD 83)
 HX2396_MARKER: DB = BENCH MARK DISK
 HX2396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2396_SP_SET: ABUTMENT WING WALL
 HX2396_STAMPING: K 99 1956
 HX2396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2396
 HX2396  HISTORY     - Date     Condition        Report By
 HX2396  HISTORY     - 1956     MONUMENTED       CGS
 HX2396
 HX2396                          STATION DESCRIPTION
 HX2396
 HX2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2396'3 MI N FROM SISSONVILLE.
 HX2396'ABOUT 3.05 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2396'AT SISSONVILLE, ABOUT 0.15 MILE NORTH OF FISHERS CHAPEL (BRICK
 HX2396'BUILDING), ABOUT 0.25 MILE NORTH OF BRIDGE OVER LEFT FORK OF
 HX2396'POCATALICO RIVER, AT THE JUNCTION OF A BLACK TOP ROAD LEADING
 HX2396'NORTHWEST INTO ALLEN FORK, 63 FEET NORTHWEST OF CENTER LINE OF
 HX2396'HIGHWAY, 13 1/2 FEET SOUTHWEST OF CENTER LINE OF ROAD NORTHWEST,
 HX2396'IN THE TOP AND 3.4 FEET SOUTH OF NORTH END OF THE SOUTH WING
 HX2396'WALL OF THE SOUTHEAST CONCRETE ABUTMENT OF STEEL BRIDGE ON BLACK
 HX2396'TOP ROAD OVER LEFT FORK OF POCATALICO RIVER AND ABOUT LEVEL WITH
 HX2396'BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1863 ***********************************************************************
 JX1863  DESIGNATION -  K WVGS 1941
 JX1863  PID         -  JX1863
 JX1863  STATE/COUNTY-  WV/MONONGALIA
 JX1863  USGS QUAD   -  BLACKSVILLE (1988)
 JX1863
 JX1863                         *CURRENT SURVEY CONTROL
 JX1863  ___________________________________________________________________
 JX1863* NAD 83(1995)-  39 43 13.50950(N)    080 14 08.29951(W)     ADJUSTED  
 JX1863* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 JX1863  ___________________________________________________________________
 JX1863  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 JX1863  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JX1863
 JX1863  HORZ ORDER  -  SECOND
 JX1863
 JX1863.The horizontal coordinates were established by classical geodetic methods
 JX1863.and adjusted by the National Geodetic Survey in April 1998..
 JX1863
 JX1863.The orthometric height was scaled from a topographic map.
 JX1863
 JX1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1863
 JX1863.The geoid height was determined by GEOID03.
 JX1863
 JX1863;                    North         East     Units Scale Factor Converg.
 JX1863;SPC WV N     -   135,746.200   536,929.881   MT  0.99994210   -0 28 09.0
 JX1863;SPC PA S     -    45,979.528   386,898.190   MT  1.00004011   -1 36 45.6
 JX1863;SPC PA S     -   150,851.17  1,269,348.48   sFT  1.00004011   -1 36 45.6
 JX1863;UTM  17      - 4,397,006.505   565,511.320   MT  0.99965284   +0 29 18.5
 JX1863
 JX1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1863!SPC WV N     -   0.99995671  x   0.99994210  =   0.99989882
 JX1863!SPC PA S     -   0.99995671  x   1.00004011  =   0.99999682
 JX1863!UTM  17      -   0.99995671  x   0.99965284  =   0.99960957
 JX1863
 JX1863:                Primary Azimuth Mark                     Grid Az
 JX1863:SPC WV N     -  L WVGS 1941                              120 32 52.5
 JX1863:SPC PA S     -  L WVGS 1941                              121 41 29.1
 JX1863:UTM  17      -  L WVGS 1941                              119 35 25.0
 JX1863
 JX1863|---------------------------------------------------------------------|
 JX1863| PID    Reference Object                     Distance      Geod. Az  |
 JX1863|                                                           dddmmss.s |
 JX1863| JX1862 L WVGS 1941                         APPROX. 0.7 KM 1200443.5 |
 JX1863|---------------------------------------------------------------------|
 JX1863
 JX1863                          SUPERSEDED SURVEY CONTROL
 JX1863
 JX1863  NAD 83(1986)-  39 43 13.51343(N)    080 14 08.30577(W) AD(       ) 2
 JX1863  NAD 27      -  39 43 13.23280(N)    080 14 09.04570(W) AD(       ) 2
 JX1863
 JX1863.Superseded values are not recommended for survey control.
 JX1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1863.See file dsdata.txt to determine how the superseded data were derived.
 JX1863
 JX1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6551197007(NAD 83)
 JX1863_MARKER: DE = TRAVERSE STATION DISK
 JX1863_SETTING: 0 = UNSPECIFIED SETTING
 JX1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1863
 JX1863  HISTORY     - Date     Condition        Report By
 JX1863  HISTORY     - 1941     MONUMENTED       WVGS
 JX1863
 JX1863                          STATION DESCRIPTION
 JX1863
 JX1863'DESCRIBED BY WEST VIRGINIA GEODETIC SURVEY 1941 (GWL)
 JX1863'STATION IS
 JX1863'LOCATED ABOUT 1.4
 JX1863'MILES W OF BLACKSVILLE ON THE RIGHT-OF-WAY OF
 JX1863'STATE HIGHWAY 7.  IT IS 56 FEET SE
 JX1863'OF A.L. MINERS MAIL BOX, 48-1/2
 JX1863'FEET SE OF POWER LINE POLE NO. 35-5, 17-1/2 FEET NE
 JX1863'OF THE CENTER
 JX1863'LINE OF STATE HIGHWAY 7 AND 3 FEET SW OF A FENCE.  IT IS A STANDARD
 JX1863'STATE SURVEY
 JX1863'TRAVERSE DISK, NOT STAMPED, OF THE WEST VIRGINIA
 JX1863'GEODETIC SURVEY, SET IN A
 JX1863'6-INCH SQUARE SANDSTONE POST PROJECTING 2 INCHES.
 JX1863'
 JX1863'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 218 IN
 JX1863'BLACKSVILLE, GO W
 JX1863'ON STATE HIGHWAY 7 FOR 1.4 MILES AND STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1318 ***********************************************************************
 JW1318  DESIGNATION -  KALAR
 JW1318  PID         -  JW1318
 JW1318  STATE/COUNTY-  WV/RANDOLPH
 JW1318  USGS QUAD   -  PARSONS (1995)
 JW1318
 JW1318                         *CURRENT SURVEY CONTROL
 JW1318  ___________________________________________________________________
 JW1318* NAD 83(1995)-  39 00 39.63774(N)    079 44 27.33147(W)     ADJUSTED  
 JW1318* NAVD 88     -       902.8    (meters)    2962.     (feet)  VERTCON   
 JW1318  ___________________________________________________________________
 JW1318  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 JW1318  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JW1318
 JW1318  HORZ ORDER  -  THIRD
 JW1318
 JW1318.The horizontal coordinates were established by classical geodetic methods
 JW1318.and adjusted by the National Geodetic Survey in April 1998..
 JW1318
 JW1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1318
 JW1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1318
 JW1318.The geoid height was determined by GEOID03.
 JW1318
 JW1318;                    North         East     Units Scale Factor Converg.
 JW1318;SPC WV S     -   223,951.960   709,052.083   MT  1.00002970   +0 46 42.1
 JW1318;SPC WV N     -    56,758.991   579,132.801   MT  0.99999794   -0 09 13.2
 JW1318;UTM  17      - 4,318,752.445   609,010.419   MT  0.99974632   +0 47 33.5
 JW1318
 JW1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1318!SPC WV S     -   0.99986323  x   1.00002970  =   0.99989292
 JW1318!SPC WV N     -   0.99986323  x   0.99999794  =   0.99986117
 JW1318!UTM  17      -   0.99986323  x   0.99974632  =   0.99960958
 JW1318
 JW1318|---------------------------------------------------------------------|
 JW1318| PID    Reference Object                     Distance      Geod. Az  |
 JW1318|                                                           dddmmss.s |
 JW1318| CX3932 KALAR RM 1                            8.547 METERS 00223     |
 JW1318| JW1315 BACKBONE LOOKOUT TOWER              APPROX.16.1 KM 0483453.5 |
 JW1318| CX3933 KALAR RM 2                           13.073 METERS 08441     |
 JW1318| HW3564 BICKLE KNOB LOOKOUT TOWER           APPROX. 8.5 KM 1742935.2 |
 JW1318| JW1325 WEST VA FISH AND GAME COMM TWR      APPROX.12.6 KM 2663434.4 |
 JW1318|---------------------------------------------------------------------|
 JW1318
 JW1318                          SUPERSEDED SURVEY CONTROL
 JW1318
 JW1318  NAD 83(1995)-  39 00 39.64520(N)    079 44 27.34427(W) AD(       ) 3
 JW1318  NAD 83(1986)-  39 00 39.64512(N)    079 44 27.34443(W) AD(       ) 3
 JW1318  NAD 27      -  39 00 39.26300(N)    079 44 28.11460(W) AD(       ) 3
 JW1318  NGVD 29 (07/19/86)  903.0    (m)         2963.     (f) VERT ANG       
 JW1318
 JW1318.Superseded values are not recommended for survey control.
 JW1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1318.See file dsdata.txt to determine how the superseded data were derived.
 JW1318
 JW1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD0901018752(NAD 83)
 JW1318_MARKER: DS = TRIANGULATION STATION DISK
 JW1318_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JW1318_SP_SET: METAL PIPE IN CONCRETE
 JW1318
 JW1318  HISTORY     - Date     Condition        Report By
 JW1318  HISTORY     - 1956     MONUMENTED       CGS
 JW1318
 JW1318                          STATION DESCRIPTION
 JW1318
 JW1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1318'THE STATION IS LOCATED AIRLINE, ABOUT 8-1/2 MILES NORTHEAST OF
 JW1318'ELKINS, 7 MILES SOUTHWEST OF PARSONS,
 JW1318'4 MILES EAST OF KERENS, 1 MILE WEST OF THE SHAVERS FORK RIVER, 1/2
 JW1318'MILE NORTHEAST OF BOAR RUN AND
 JW1318'ON A BARE-TOPPED HILL WHICH IS FRINGED WITH TIMBER
 JW1318'AND IS LOCALLY KNOWN AS KALAR HILL
 JW1318'
 JW1318'THE STATION IS A STANDARD DISK STAMPED KALAR 1956 BRAZED TO THE TOP
 JW1318'OF A 1-1/2 INCH GALVANIZED
 JW1318'PIPE WHICH IS SET IN THE CENTER OF AN IRREGULAR MASS OF CONCRETE
 JW1318'ABOUT 8 INCHES IN DIAMETER AND
 JW1318'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 200 YARDS NORTHEAST
 JW1318'OF THE HIGHEST POINT OF THE HILL, 164 FEET
 JW1318'EAST OF THE EAST SIDE OF A DILAPIDATED BARN,
 JW1318'AND 6.5 FEET WEST OF A 3 FOOT CAIRN.
 JW1318'
 JW1318'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED KALAR NO 1 1956
 JW1318'BRAZED TO THE TOP OF A 1-1/2
 JW1318'INCH GALVANIZED PIPE WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 JW1318'ABOUT 1.5 FEET LOWER THAN THE STATION.
 JW1318'
 JW1318'REFERENCE MARK NUMBER 2 IS A STANDRD DISK STAMPED KALAR NO 2 1956
 JW1318'BRAZED TO THE TOP OF A 1-1/2
 JW1318'INCH GALVANIZED PIPE WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 JW1318'ABOUT 2 FEET LOWER THAN THE STATION.
 JW1318'
 JW1318'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 33, 250 AND
 JW1318'219 AT THE NORTH SIDE OF
 JW1318'ELKINS, GO NORTHERLY ON U.S. HIGHWAY 219 FOR 6.8 MILES TO THE MAIN
 JW1318'INTERSECTION AT KERENS.
 JW1318'CONTINUE NORTHERLY ON U.S. HIGHWAY 219 FOR 1.1 MILES TO A
 JW1318'CROSSROAD.  TURN RIGHT AND GO EASTERLY ON
 JW1318'THE PLEASANT MTN. ROAD FOR 3.7 MILES TO A
 JW1318'SIDE ROAD RIGHT AND GO SOUTHEAST FOR 1.0 MILE TO A ROAD
 JW1318'FORK.  KEEP THE
 JW1318'RIGHT FORK, STRAIGHT AHEAD, FOR 0.4 MILE TO THE PLEASANT RUN SCHOOL
 JW1318'ON THE LEFT, CONTINUE
 JW1318'STRAIGHT AHEAD FOR 0.25 MILE TO A ROAD FORK.  KEEP THE LEFT FORK
 JW1318'EASTERLY FOR 0.35 MILE TO THE
 JW1318'RESIDENCE OF MRS. GEORGIA KALAR, THE PROPERTY OWNER, ON THE
 JW1318'LEFT.  CONTINUE SOUTHEASTERLY ON THE
 JW1318'ROAD FOR 0.15 MILE TO A SIDE ROAD AND A GATE ON
 JW1318'THE RIGHT, PASS THROUGH THE GATE AND FOLLOW A TRACK
 JW1318'ROAD SOUTHERLY FOR 0.05 MILE TO
 JW1318'A GATE.  PASS THROUGH THE GATE AND GO SOUTH AND SOUTHWEST UP A STEEP
 JW1318'HILL IN A MEADOW FOR 0.1 MILE TO A
 JW1318'GATE IN THICKET, PASS THROUGH THE GATE AND FOLLOW A DIM TRACK ROAD
 JW1318'WESTERLY FOR 0.05 MILE TO AN OLD
 JW1318'CORRAL ON THE LEFT.  KEEP TO THE RIGHT OF THE CORRAL
 JW1318'AND GO WESTERLY PASSING THROUGH A THICKET AND THEN
 JW1318'BEAR LEFT FOR 0.15 MILE TO A GATE
 JW1318'AND A LARGE PILE OF ROCKS ON THE RIGHT.  PASS THROUGH THE GATE AND
 JW1318'CONTINUE SOUTHERLY UP HILL THROUGH
 JW1318'A MEADOW FOR 0.1 MILE TO A DILAPIDATED BARN ON THE RIGHT AND THE
 JW1318'STATION ON THE LEFT.
 JW1318'
 JW1318'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3345 ***********************************************************************
 GX3345  DESIGNATION -  KEENEY
 GX3345  PID         -  GX3345
 GX3345  STATE/COUNTY-  WV/SUMMERS
 GX3345  USGS QUAD   -  DAWSON (1971)
 GX3345
 GX3345                         *CURRENT SURVEY CONTROL
 GX3345  ___________________________________________________________________
 GX3345* NAD 83(1995)-  37 46 24.99162(N)    080 42 18.70635(W)     ADJUSTED  
 GX3345* NAVD 88     -      1199.3    (meters)    3935.     (feet)  VERTCON   
 GX3345  ___________________________________________________________________
 GX3345  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 GX3345  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX3345
 GX3345  HORZ ORDER  -  FIRST
 GX3345
 GX3345.The horizontal coordinates were established by classical geodetic methods
 GX3345.and adjusted by the National Geodetic Survey in April 1998..
 GX3345
 GX3345.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3345
 GX3345.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3345
 GX3345.The geoid height was determined by GEOID03.
 GX3345
 GX3345;                    North         East     Units Scale Factor Converg.
 GX3345;SPC WV S     -    85,902.723   625,971.431   MT  0.99995123   +0 10 56.1
 GX3345;SPC VA S     - 1,162,106.645 3,305,741.678   MT  0.99997046   -1 20 18.2
 GX3345;SPC VA S     - 3,812,678.22 10,845,587.49   sFT  0.99997046   -1 20 18.2
 GX3345;UTM  17      - 4,180,737.842   525,962.381   MT  0.99960830   +0 10 50.1
 GX3345
 GX3345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3345!SPC WV S     -   0.99981674  x   0.99995123  =   0.99976798
 GX3345!SPC VA S     -   0.99981674  x   0.99997046  =   0.99978720
 GX3345!UTM  17      -   0.99981674  x   0.99960830  =   0.99942511
 GX3345
 GX3345:                Primary Azimuth Mark                     Grid Az
 GX3345:SPC WV S     -  KEENEY AZ MK                             001 31 26.3
 GX3345:SPC VA S     -  KEENEY AZ MK                             003 02 40.6
 GX3345:UTM  17      -  KEENEY AZ MK                             001 31 32.3
 GX3345
 GX3345|---------------------------------------------------------------------|
 GX3345| PID    Reference Object                     Distance      Geod. Az  |
 GX3345|                                                           dddmmss.s |
 GX3345| DC4451 KEENEY AZ MK                                       0014222.4 |
 GX3345| GX3343 BIG CLEAR CREEK MOUNTAIN            APPROX.23.1 KM 0231822.4 |
 GX3345| HX2894 GRASSY KNOB                         APPROX.37.2 KM 0292703.2 |
 GX3345| HX2893 COLD KNOB                           APPROX.38.6 KM 0323927.7 |
 GX3345| GX3372 PAINT CREEK EAST TREE               APPROX.56.5 KM 2901034.5 |
 GX3345| GX3357 BIG SEWELL MOUNTAIN                 APPROX.25.1 KM 3063725.7 |
 GX3345|---------------------------------------------------------------------|
 GX3345
 GX3345                          SUPERSEDED SURVEY CONTROL
 GX3345
 GX3345  NAD 83(1986)-  37 46 24.99647(N)    080 42 18.72779(W) AD(       ) 1
 GX3345  NAD 27      -  37 46 24.56100(N)    080 42 19.42700(W) AD(       ) 1
 GX3345  NGVD 29 (07/19/86) 1199.5    (m)         3935.     (f) VERT ANG       
 GX3345
 GX3345.Superseded values are not recommended for survey control.
 GX3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3345.See file dsdata.txt to determine how the superseded data were derived.
 GX3345
 GX3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB2596280738(NAD 83)
 GX3345_MARKER: X = CHISELED CROSS
 GX3345_SETTING: 0 = UNSPECIFIED SETTING
 GX3345
 GX3345  HISTORY     - Date     Condition        Report By
 GX3345  HISTORY     - 1880     MONUMENTED       CGS
 GX3345  HISTORY     - 1952     MARK NOT FOUND   CGS
 GX3345
 GX3345                          STATION DESCRIPTION
 GX3345
 GX3345'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (ATM)
 GX3345'ABOUT 4 MILES NORTHWEST OF ALDERSON STATION ON THE CHESAPEAKE AND
 GX3345'OHIO RAILWAY, ON THE EXTREME NORTHERN AND HIGHEST PART OF KEENEY
 GX3345'MOUNTAIN.  THE STATION IS MARKED BY A CROSS IN THE TOP OF A STONE
 GX3345'POST 6 INCHES SQUARE AND 30 INCHES LONG INSCRIBED WITH THE
 GX3345'LETTERS U.S.C. AND G..S. IT IS ALSO MARKED BY A BOTTLE SET IN CEMENT
 GX3345'ABOUT 2-1/2 FEET BELOW THE GROUND. THERE ARE FOUR REFERENCE
 GX3345'MARKS NEAR THE STATION AT THE FOLLOWING DISTANCES AND DIRECTIONS-
 GX3345'2.15 METERS NORTH, 2.17 METERS EAST, 2.11 METERS SOUTH, AND 2.15
 GX3345'METERS WEST. THESE FOUR REFERENCE MARKS ARE STONE POSTS 6 INCHES
 GX3345'SQUARE AND 30 INCHES LONG. THE TOP OF EACH OF THE REFERENCE POSTS
 GX3345'IS MARKED WITH A DIAGONAL CROSS WITH AN ARROWHEAD AT THE END OF ONE
 GX3345'DIAGONAL POINTING TOWARD THE STATION.
 GX3345
 GX3345                          STATION RECOVERY (1952)
 GX3345
 GX3345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3345'CONSIDERABLE TIME WAS SPENT TRYING TO LOCATE THIS STATION BUT IT
 GX3345'COULD NOT BE FOUND AND FROM INFORMATION GIVEN BY THE ATTENDING
 GX3345'FOREST RANGER, THE STATION MARKS WERE DESTROYED DURING THE
 GX3345'CONSTRUCTION OF THE LOOKOUT TOWER.  NONE OF THE OLD MARKS WERE
 GX3345'RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0898 ***********************************************************************
 GX0898  DESIGNATION -  KEENEY 2
 GX0898  PID         -  GX0898
 GX0898  STATE/COUNTY-  WV/SUMMERS
 GX0898  USGS QUAD   -  DAWSON (1971)
 GX0898
 GX0898                         *CURRENT SURVEY CONTROL
 GX0898  ___________________________________________________________________
 GX0898* NAD 83(1995)-  37 46 24.99318(N)    080 42 19.15270(W)     ADJUSTED  
 GX0898* NAVD 88     -      1196.853  (meters)    3926.68   (feet)  ADJUSTED  
 GX0898  ___________________________________________________________________
 GX0898  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 GX0898  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX0898  DYNAMIC HT  -        1195.884 (meters)    3923.50  (feet)  COMP
 GX0898  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 GX0898
 GX0898  HORZ ORDER  -  SECOND
 GX0898  VERT ORDER  -  SECOND    CLASS 0
 GX0898
 GX0898.The horizontal coordinates were established by classical geodetic methods
 GX0898.and adjusted by the National Geodetic Survey in April 1998..
 GX0898
 GX0898.The orthometric height was determined by differential leveling
 GX0898.and adjusted by the National Geodetic Survey in June 1991..
 GX0898
 GX0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0898
 GX0898.The geoid height was determined by GEOID03.
 GX0898
 GX0898.The dynamic height is computed by dividing the NAVD 88
 GX0898.geopotential number by the normal gravity value computed on the
 GX0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0898.degrees latitude (g = 980.6199 gals.).
 GX0898
 GX0898.The modeled gravity was interpolated from observed gravity values.
 GX0898
 GX0898;                    North         East     Units Scale Factor Converg.
 GX0898;SPC WV S     -    85,902.737   625,960.508   MT  0.99995123   +0 10 55.8
 GX0898;UTM  17      - 4,180,737.855   525,951.462   MT  0.99960829   +0 10 49.8
 GX0898
 GX0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0898!SPC WV S     -   0.99981713  x   0.99995123  =   0.99976836
 GX0898!UTM  17      -   0.99981713  x   0.99960829  =   0.99942549
 GX0898
 GX0898|---------------------------------------------------------------------|
 GX0898| PID    Reference Object                     Distance      Geod. Az  |
 GX0898|                                                           dddmmss.s |
 GX0898| GX3344 KEENEY MOUNTAIN LOOKOUT TOWER        15.799 METERS 14749     |
 GX0898| DC4453 KEENEY 2 RM 2                        18.584 METERS 22529     |
 GX0898| GX3346 ELK KNOB                            APPROX. 8.7 KM 2310659.3 |
 GX0898| DC4452 KEENEY 2 RM 1                        20.005 METERS 33624     |
 GX0898|---------------------------------------------------------------------|
 GX0898
 GX0898                          SUPERSEDED SURVEY CONTROL
 GX0898
 GX0898  NAD 83(1986)-  37 46 25.00257(N)    080 42 19.15881(W) AD(       ) 2
 GX0898  NAD 27      -  37 46 24.57000(N)    080 42 19.86100(W) AD(       ) 2
 GX0898  NGVD 29 (??/??/92) 1197.059  (m)         3927.35   (f) ADJ UNCH    2 0
 GX0898
 GX0898.Superseded values are not recommended for survey control.
 GX0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0898.See file dsdata.txt to determine how the superseded data were derived.
 GX0898
 GX0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB2595180738(NAD 83)
 GX0898_MARKER: DS = TRIANGULATION STATION DISK
 GX0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0898_STAMPING: KEENEY 2 1952
 GX0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0898+STABILITY: SURFACE MOTION
 GX0898
 GX0898  HISTORY     - Date     Condition        Report By
 GX0898  HISTORY     - 1952     MONUMENTED       CGS
 GX0898  HISTORY     - 1961     GOOD             CGS
 GX0898  HISTORY     - 1961     GOOD             NGS
 GX0898  HISTORY     - 1965     GOOD             LDA
 GX0898
 GX0898                          STATION DESCRIPTION
 GX0898
 GX0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX0898'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF RAINELLE AND 12 MILES
 GX0898'NORTHEAST OF HINTON ON THE HIGHEST POINT OF KEENEY MOUNTAIN ON STATE
 GX0898'OWNED LAND.  IT IS 51.85 FEET NORTHWEST OF THE CENTER OF KEENEY
 GX0898'MOUNTAIN LOOKOUT TOWER, 29 FEET NORTHWEST OF THE NORTHWEST
 GX0898'CORNER OF A SMALL STONE BUILDING AND 27 FEET WEST OF THE NORTHWEST
 GX0898'CORNER OF THE RANGERS HOUSE.  THE MARK IS SET FLUSH AND THE DISK
 GX0898'IS STAMPED KEENEY 2 1952.
 GX0898'
 GX0898'REFERENCE MARK NO. 1 IS 6 FEET SOUTH OF THE CENTER OF TRACK ROAD
 GX0898'LEADING TO LOOKOUT TOWER.  THE MARK PROJECTS 2 INCHES AND THE DISK
 GX0898'IS STAMPED KEENEY 2 NO 1 1952.
 GX0898'
 GX0898'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE CENTER OF GRAVEL
 GX0898'DRIVEWAY AROUND THE LOOKOUT TOWER.  THE MARK PROJECTS 2 INCHES AND
 GX0898'THE DISK IS STAMPED KEENEY 2 NO 2 1952.
 GX0898'
 GX0898'THERE IS NO AVAILABLE SITE FOR AN AZIMUTH MARK AT THIS STATION.
 GX0898'
 GX0898'TO REACH THE STATION FROM THE SUMMERS COUNTY COURTHOUSE IN HINTON, GO
 GX0898'SOUTH ON STATE HIGHWAY 3 FOR 0.4 MILE TO BRICK SIDE STREET LEFT
 GX0898'JUST BEFORE CROSSING CONCRETE BRIDGE, TURN SHARP LEFT UP HILL FOR
 GX0898'ABOUT 150 FEET TO ROAD RIGHT AT CAMON BAPTIST CHURCH AND SIGN
 GX0898'JUDSON 10, TURN RIGHT ON BLACK TOP ROAD AND FOLLOW WINDING ROAD UP
 GX0898'STEEP HILL AND CONTINUE IN A NORTHEASTERLY DIRECTION FOR 8.3 MILES TO
 GX0898'CROSSROAD, TURN RIGHT AND CONTINUE ON BLACK TOPPED ROAD IN AN
 GX0898'EASTERLY DIRECTION FOR 3.4 MILES TO A SIDE ROAD LEFT AND SIGN
 GX0898'CLAYTON 7, TURN LEFT AND FOLLOW DIRT ROAD NORTH AND NORTHEAST FOR
 GX0898'2.2 MILES TO ROAD FORK AT A SMALL FRAME HOUSE ON THE LEFT, BEAR RIGHT
 GX0898'AND CONTINUE EAST ON DIRT ROAD FOR 2.8 MILES TO A SIDE ROAD LEFT,
 GX0898'TURN LEFT AND FOLLOW WINDING DIRT ROAD FOR 6.2 MILES TO TOP OF
 GX0898'MOUNTAIN AND STATION AS DESCRIBED.
 GX0898'
 GX0898'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GX0898
 GX0898                          STATION RECOVERY (1961)
 GX0898
 GX0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RG)
 GX0898'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  LOCATED
 GX0898'ABOUT 2.3 MILES W ALONG STATE HWY 3 AND 12 FROM THE NORTH END OF
 GX0898'THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 5.75 MILES W ALONG A
 GX0898'BLACK TOP ROAD, THENCE 5.75 MILES NE ALONG A GRADED ROAD, NEAR THE
 GX0898'KEENEY MOUNTAIN FIRE TOWER, AT THE INSIDE OF THE CIRCLE DRIVE AROUND
 GX0898'THE TOWER.  THE STATION MARK IS 39.4 FEET N OF THE NORTH LEG OF
 GX0898'THE TOWER, 27 FEET W OF THE NORTHWEST CORNER OF THE WATCHMANS CABIN,
 GX0898'NEAR THE NW EDGE OF A DRIVE THAT GOES ACROSS THE CIRCLE DRIVE,
 GX0898'ABOUT LEVEL WITH THE DRIVE AND SET IN THE TOP OF A CONCRETE
 GX0898'POST PROJECTING ONE INCH ABOVE THE LEVEL OF GROUND.  MARK IS A
 GX0898'STANDARD TRIANGULATION STATION DISK STAMPED KEENEY 2 1952.
 GX0898'
 GX0898'R.M. 1 IS 65.7 FEET SW OF THE STATION, 65 FEET W OF THE NORTH LEG OF
 GX0898'THE TOWER, 8 FEET SE OF THE CENTER LINE OF A DRIVE, ABOUT LEVEL WITH
 GX0898'THE ROAD.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN TOP OF A
 GX0898'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND AND STAMPED KEENEY 2
 GX0898'NO 1 1952.
 GX0898'
 GX0898'R.M. 2 IS 60.9 FEET NNW OF THE STATION, 69.4 FEET NW OF THE NORTHWEST
 GX0898'CORNER OF THE WATCHMANS CABIN, 28 FEET S OF THE CENTER LINE OF THE
 GX0898'CIRCLE DRIVE, 4 FEET ABOVE THE LEVEL OF THE DRIVE AND SET IN TOP OF A
 GX0898'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  THE MARK IS
 GX0898'STANDARD REFERENCE MARK DISK STAMPED KEENEY 2 NO 2 1952.
 GX0898
 GX0898                          STATION RECOVERY (1961)
 GX0898
 GX0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GX0898'13.8 MI NW FROM ALDERSON.
 GX0898'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0898'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 5.75 MILES
 GX0898'WEST ALONG A BLACK TOP ROAD, THENCE 5.75 MILES NORTHEAST ALONG
 GX0898'A GRADED ROAD, NEAR THE KEENEY MOUNTAIN FIRE TOWER, AT THE INSIDE
 GX0898'OF THE CIRCLE DRIVE AROUND THE TOWER, 39.4 FEET NORTH OF THE
 GX0898'NORTH LEG OF THE TOWER, 27 FEET WEST OF THE NORTHWEST CORNER OF
 GX0898'THE WATCHMANS CABIN, NEAR THE NORTHWEST EDGE OF A DRIVE THAT GOES
 GX0898'ACROSS THE CIRCLE DRIVE, ABOUT LEVEL WITH THE DRIVE AND SET IN
 GX0898'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 GX0898'THE GROUND.
 GX0898
 GX0898                          STATION RECOVERY (1965)
 GX0898
 GX0898'RECOVERY NOTE BY L DICKERSON ASSOC 1965 (EPM)
 GX0898'KEENEY 2 1952 RECOVERED IN GOOD CONDITON .  RECOVERED AS DESCRIBED
 GX0898'WITH THE TWO EXCEPTIONS AS NOTED BELOW.
 GX0898'
 GX0898'RM NO. 1 IS 65.63 FT. SW OF THE STA., NOT NW AS LISTED.
 GX0898'
 GX0898'RM NO.2 IS 60.97 FT. NW OF THE STA., NOT SW AS LISTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0899 ***********************************************************************
 GX0899  DESIGNATION -  KEENEY 2 NO 2 RM
 GX0899  PID         -  GX0899
 GX0899  STATE/COUNTY-  WV/SUMMERS
 GX0899  USGS QUAD   -  DAWSON (1971)
 GX0899
 GX0899                         *CURRENT SURVEY CONTROL
 GX0899  ___________________________________________________________________
 GX0899* NAD 83(1986)-  37 46 24.     (N)    080 42 19.     (W)     SCALED    
 GX0899* NAVD 88     -      1195.745  (meters)    3923.04   (feet)  ADJUSTED  
 GX0899  ___________________________________________________________________
 GX0899  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX0899  DYNAMIC HT  -        1194.777 (meters)    3919.86  (feet)  COMP
 GX0899  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GX0899
 GX0899  VERT ORDER  -  SECOND    CLASS 0
 GX0899
 GX0899.The horizontal coordinates were scaled from a topographic map and have
 GX0899.an estimated accuracy of +/- 6 seconds.
 GX0899
 GX0899.The orthometric height was determined by differential leveling
 GX0899.and adjusted by the National Geodetic Survey in June 1991..
 GX0899
 GX0899.The geoid height was determined by GEOID03.
 GX0899
 GX0899.The dynamic height is computed by dividing the NAVD 88
 GX0899.geopotential number by the normal gravity value computed on the
 GX0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0899.degrees latitude (g = 980.6199 gals.).
 GX0899
 GX0899.The modeled gravity was interpolated from observed gravity values.
 GX0899
 GX0899;                    North         East    Units  Estimated Accuracy
 GX0899;SPC WV S     -    85,870.      625,960.      MT  (+/- 180 meters Scaled)
 GX0899
 GX0899                          SUPERSEDED SURVEY CONTROL
 GX0899
 GX0899  NGVD 29 (??/??/92) 1195.951  (m)         3923.72   (f) ADJ UNCH    2 0
 GX0899
 GX0899.Superseded values are not recommended for survey control.
 GX0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0899.See file dsdata.txt to determine how the superseded data were derived.
 GX0899
 GX0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB259807(NAD 83)
 GX0899_MARKER: DR = REFERENCE MARK DISK
 GX0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0899_STAMPING: KEENEY 2 NO 2 1952
 GX0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0899+STABILITY: SURFACE MOTION
 GX0899
 GX0899  HISTORY     - Date     Condition        Report By
 GX0899  HISTORY     - 1952     MONUMENTED       CGS
 GX0899  HISTORY     - 1961     GOOD             NGS
 GX0899
 GX0899                          STATION DESCRIPTION
 GX0899
 GX0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0899'13.8 MI NW FROM ALDERSON.
 GX0899'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0899'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 5.75 MILES
 GX0899'WEST ALONG A BLACK TOP ROAD, THENCE 5.75 MILES NORTHEAST ALONG
 GX0899'A GRADED ROAD, NEAR THE KEENEY MOUNTAIN FIRE TOWER, AT THE INSIDE
 GX0899'OF A DRIVE AROUND THE TOWER, 60.9 FEET NORTH-NORTHWEST OF THE
 GX0899'STATION, 69.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GX0899'WATCHMANS CABIN, 28 FEET SOUTH OF THE CENTER LINE OF THE CIRCLE
 GX0899'DRIVE, 4 FEET ABOVE THE LEVEL OF THE DRIVE AND SET IN THE TOP
 GX0899'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 GX0899'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0897 ***********************************************************************
 GX0897  DESIGNATION -  KEENEY 2 RM NO 1
 GX0897  PID         -  GX0897
 GX0897  STATE/COUNTY-  WV/SUMMERS
 GX0897  USGS QUAD   -  DAWSON (1971)
 GX0897
 GX0897                         *CURRENT SURVEY CONTROL
 GX0897  ___________________________________________________________________
 GX0897* NAD 83(1986)-  37 46 24.     (N)    080 42 19.     (W)     SCALED    
 GX0897* NAVD 88     -      1195.782  (meters)    3923.16   (feet)  ADJUSTED  
 GX0897  ___________________________________________________________________
 GX0897  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX0897  DYNAMIC HT  -        1194.814 (meters)    3919.99  (feet)  COMP
 GX0897  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GX0897
 GX0897  VERT ORDER  -  SECOND    CLASS 0
 GX0897
 GX0897.The horizontal coordinates were scaled from a topographic map and have
 GX0897.an estimated accuracy of +/- 6 seconds.
 GX0897
 GX0897.The orthometric height was determined by differential leveling
 GX0897.and adjusted by the National Geodetic Survey in June 1991..
 GX0897
 GX0897.The geoid height was determined by GEOID03.
 GX0897
 GX0897.The dynamic height is computed by dividing the NAVD 88
 GX0897.geopotential number by the normal gravity value computed on the
 GX0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0897.degrees latitude (g = 980.6199 gals.).
 GX0897
 GX0897.The modeled gravity was interpolated from observed gravity values.
 GX0897
 GX0897;                    North         East    Units  Estimated Accuracy
 GX0897;SPC WV S     -    85,870.      625,960.      MT  (+/- 180 meters Scaled)
 GX0897
 GX0897                          SUPERSEDED SURVEY CONTROL
 GX0897
 GX0897  NGVD 29 (??/??/92) 1195.988  (m)         3923.84   (f) ADJ UNCH    2 0
 GX0897
 GX0897.Superseded values are not recommended for survey control.
 GX0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0897.See file dsdata.txt to determine how the superseded data were derived.
 GX0897
 GX0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB259807(NAD 83)
 GX0897_MARKER: DR = REFERENCE MARK DISK
 GX0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0897_STAMPING: KEENEY 2 NO 1 1952
 GX0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0897+STABILITY: SURFACE MOTION
 GX0897
 GX0897  HISTORY     - Date     Condition        Report By
 GX0897  HISTORY     - 1952     MONUMENTED       CGS
 GX0897  HISTORY     - 1961     GOOD             NGS
 GX0897
 GX0897                          STATION DESCRIPTION
 GX0897
 GX0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0897'13.8 MI NW FROM ALDERSON.
 GX0897'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0897'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 5.75 MILES
 GX0897'WEST ALONG A BLACK TOP ROAD, THENCE 5.75 MILES NORTHEAST ALONG A
 GX0897'GRADED ROAD, NEAR THE KEENEY MOUNTAIN FIRE TOWER, AT THE INSIDE
 GX0897'OF A CIRCULAR DRIVE AROUND THE TOWER, 65.7 FEET SOUTHWEST OF
 GX0897'THE STATION, 65 FEET WEST OF THE NORTH LEG OF THE TOWER, 8 FEET
 GX0897'SOUTHEAST OF THE CENTER LINE OF A DRIVE, ABOUT LEVEL WITH THE
 GX0897'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GX0897'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3344 ***********************************************************************
 GX3344  DESIGNATION -  KEENEY MOUNTAIN LOOKOUT TOWER
 GX3344  PID         -  GX3344
 GX3344  STATE/COUNTY-  WV/SUMMERS
 GX3344  USGS QUAD   -  DAWSON (1971)
 GX3344
 GX3344                         *CURRENT SURVEY CONTROL
 GX3344  ___________________________________________________________________
 GX3344* NAD 83(1995)-  37 46 24.55947(N)    080 42 18.80889(W)     ADJUSTED  
 GX3344* NAVD 88     -                                                        
 GX3344  ___________________________________________________________________
 GX3344  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 GX3344  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX3344
 GX3344  HORZ ORDER  -  THIRD
 GX3344
 GX3344.The horizontal coordinates were established by classical geodetic methods
 GX3344.and adjusted by the National Geodetic Survey in April 1998..
 GX3344
 GX3344
 GX3344.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3344
 GX3344.The geoid height was determined by GEOID03.
 GX3344
 GX3344;                    North         East     Units Scale Factor Converg.
 GX3344;SPC WV S     -    85,889.393   625,968.964   MT  0.99995125   +0 10 56.0
 GX3344;UTM  17      - 4,180,724.515   525,959.914   MT  0.99960830   +0 10 50.0
 GX3344
 GX3344                          SUPERSEDED SURVEY CONTROL
 GX3344
 GX3344  NAD 83(1986)-  37 46 24.56870(N)    080 42 18.81501(W) AD(       ) 4
 GX3344  NAD 27      -  37 46 24.13600(N)    080 42 19.51700(W) AD(       ) 3
 GX3344
 GX3344.Superseded values are not recommended for survey control.
 GX3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3344.See file dsdata.txt to determine how the superseded data were derived.
 GX3344
 GX3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB2596080725(NAD 83)
 GX3344_MARKER: 57 = LOOKOUT TOWER
 GX3344
 GX3344  HISTORY     - Date     Condition        Report By
 GX3344  HISTORY     - 1952     FIRST OBSERVED   CGS
 GX3344  HISTORY     - 1965     GOOD             LDA
 GX3344
 GX3344                          STATION DESCRIPTION
 GX3344
 GX3344'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3344'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF RAINELLE AND 12 MILES
 GX3344'NORTHEAST OF HINTON ON THE HIGHEST POINT OF KEENEY MOUNTAIN AND ON
 GX3344'LAND OWNED BY THE STATE. IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 90
 GX3344'FEET HIGH WITH A GLASS ENCLOSED LOOKOUT CAB ON THE TOP. THE ENTIRE
 GX3344'STRUCTURE IS PAINTED GRAY. POINT OBSERVED UPON THE APEX OF THE
 GX3344'LOOKOUT CAB ROOF.  POINT TRAVERSED TO, CENTER OF BASE.
 GX3344'
 GX3344'TO REACH STATION KEENEY 2 FROM SUMMERS COUNTY COURTHOUSE IN HINTON, GO
 GX3344'SOUTH ON STATE HIGHWAY 3 FOR 0.4 MILE TO BRICK SIDE STREET LEFT
 GX3344'JUST BEFORE CROSSING CONCRETE BRIDGE, TURN SHARP LEFT UP HILL FOR
 GX3344'ABOUT 150 FEET TO ROAD RIGHT AT CAMON BAPTIST CHURCH AND SIGN
 GX3344'JUDSON 10, TURN RIGHT ON BLACK TOP ROAD AND FOLLOW WINDING ROAD UP
 GX3344'STEEP HILL AND CONTINUE IN A NORTHEASTERLY DIRECTION FOR 8.3 MILES TO
 GX3344'CROSSROAD, TURN RIGHT AND CONTINUE ON BLACK TOPPED ROAD IN AN
 GX3344'EASTERLY DIRECTION FOR 3.4 MILES TO A SIDE ROAD LEFT AND SIGN
 GX3344'CLAYTON 7, TURN LEFT AND FOLLOW DIRT ROAD NORTH AND NORTHEAST FOR
 GX3344'2.2 MILES TO ROAD FORK AT A SMALL FRAME HOUSE ON THE LEFT, BEAR RIGHT
 GX3344'AND CONTINUE EAST ON DIRT ROAD FOR 2.8 MILES TO A SIDE ROAD LEFT,
 GX3344'TURN LEFT AND FOLLOW WINDING DIRT ROAD FOR 6.2 MILES TO TOP OF
 GX3344'MOUNTAIN AND STATION KEENEY 2 AS DESCRIBED.
 GX3344'
 GX3344'A TRAVERSE CONNECTION AND DIRECTION WAS MADE FROM STATION KEENEY 2
 GX3344'1952 AND THE DISTANCE WAS FOUND TO BE 51.85 FEET.  (15.805
 GX3344'METERS).
 GX3344
 GX3344                          STATION RECOVERY (1965)
 GX3344
 GX3344'RECOVERY NOTE BY L DICKERSON ASSOC 1965 (EPM)
 GX3344'KEENEY MOUNTAIN LOOKOUT RECOVERED IN GOOD CONDTION RECOVERED AS
 GX3344'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3467 ***********************************************************************
 GX3467  SACS        -  This is a Secondary Airport Control Station.
 GX3467  DESIGNATION -  KEEPORT
 GX3467  PID         -  GX3467
 GX3467  STATE/COUNTY-  WV/WYOMING
 GX3467  USGS QUAD   -  PINEVILLE (1976)
 GX3467
 GX3467                         *CURRENT SURVEY CONTROL
 GX3467  ___________________________________________________________________
 GX3467* NAD 83(1995)-  37 35 54.91164(N)    081 33 54.79334(W)     ADJUSTED  
 GX3467* NAVD 88     -       525.34   (meters)    1723.6    (feet)  GPS OBS   
 GX3467  ___________________________________________________________________
 GX3467  X           -     742,237.282 (meters)                     COMP
 GX3467  Y           -  -5,005,394.677 (meters)                     COMP
 GX3467  Z           -   3,870,540.583 (meters)                     COMP
 GX3467  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 GX3467  ELLIP HEIGHT-         494.01  (meters)          (11/29/01) GPS OBS
 GX3467  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX3467
 GX3467  HORZ ORDER  -  FIRST
 GX3467  ELLP ORDER  -  FOURTH    CLASS II
 GX3467
 GX3467.This mark is at Kee Field Airport (I16)
 GX3467
 GX3467.The horizontal coordinates were established by GPS observations
 GX3467.and adjusted by the National Geodetic Survey in August 1997..
 GX3467
 GX3467.The orthometric height was determined by GPS observations and a
 GX3467.high-resolution geoid model.
 GX3467
 GX3467.GPS derived orthometric heights for airport stations designated as
 GX3467.PACS or SACS are published to 2 decimal places.  This maintains
 GX3467.centimeter relative accuracy between the PACS and SACS.  It does
 GX3467.not indicate centimeter accuracy relative to other marks which are
 GX3467.part of the NAVD 88 network.
 GX3467
 GX3467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX3467
 GX3467.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3467
 GX3467.The ellipsoidal height was determined by GPS observations
 GX3467.and is referenced to NAD 83.
 GX3467
 GX3467.The geoid height was determined by GEOID03.
 GX3467
 GX3467;                    North         East     Units Scale Factor Converg.
 GX3467;SPC WV S     -    66,588.509   550,087.349   MT  0.99997760   -0 20 57.9
 GX3467;UTM  17      - 4,161,429.044   450,105.679   MT  0.99963066   -0 20 41.5
 GX3467
 GX3467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3467!SPC WV S     -   0.99992249  x   0.99997760  =   0.99990009
 GX3467!UTM  17      -   0.99992249  x   0.99963066  =   0.99955317
 GX3467
 GX3467:                Primary Azimuth Mark                     Grid Az
 GX3467:SPC WV S     -  KEEPORT AZ MK                            071 40 55.2
 GX3467:UTM  17      -  KEEPORT AZ MK                            071 40 38.8
 GX3467
 GX3467|---------------------------------------------------------------------|
 GX3467| PID    Reference Object                     Distance      Geod. Az  |
 GX3467|                                                           dddmmss.s |
 GX3467| GX3470 KEEPORT AZ MK                       APPROX. 0.6 KM 0711957.3 |
 GX3467|---------------------------------------------------------------------|
 GX3467
 GX3467                          SUPERSEDED SURVEY CONTROL
 GX3467
 GX3467  ELLIP H (08/25/97)  494.06   (m)                       GP(       ) 4 2
 GX3467  NAD 83(1995)-  37 35 54.92170(N)    081 33 54.80862(W) AD(       ) 3
 GX3467  NAD 83(1995)-  37 35 54.92433(N)    081 33 54.81206(W) AD(       ) 3
 GX3467  NAD 83(1986)-  37 35 54.92451(N)    081 33 54.81360(W) AD(       ) 3
 GX3467  NAD 27      -  37 35 54.50135(N)    081 33 55.36598(W) AD(       ) 3
 GX3467  NGVD 29 (03/22/89)  525.5    (m)         1724.     (f) GPS OBS        
 GX3467
 GX3467.Superseded values are not recommended for survey control.
 GX3467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3467.See file dsdata.txt to determine how the superseded data were derived.
 GX3467
 GX3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB5010661429(NAD 83)
 GX3467_MARKER: DH = HORIZONTAL CONTROL DISK
 GX3467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX3467_STAMPING: KEEPORT 1986
 GX3467_MARK LOGO: NGS   
 GX3467_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX3467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3467+STABILITY: SURFACE MOTION
 GX3467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3467+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003
 GX3467
 GX3467  HISTORY     - Date     Condition        Report By
 GX3467  HISTORY     - 1986     MONUMENTED       NGS
 GX3467  HISTORY     - 19880519 GOOD
 GX3467  HISTORY     - 19960620 GOOD             NGS
 GX3467  HISTORY     - 20030202 GOOD             INDIV
 GX3467
 GX3467                          STATION DESCRIPTION
 GX3467
 GX3467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 GX3467'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 GX3467'NORTHWEST OF PINEVILLE, AT THE PINEVILLE, KEEFIELD AIRPORT, AT THE
 GX3467'SOUTHWEST CORNER OF THE SINGLE RUNWAY.
 GX3467'OWNERSHIP--WYOMING COUNTY AIRPORT AUTHORITY, C/O AIRPORT MANAGER J.
 GX3467'OLIVER STEWART, P.O. BOX 309, PINEVILLE WV 24874.  PHONE (304)
 GX3467'732-9877.
 GX3467'
 GX3467'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 97
 GX3467'IN PINEVILLE, GO WEST FOR 1.2 KM (0.75 MI) ON HIGHWAY 97 TO A
 GX3467'NARROW PAVED ROAD ON THE RIGHT.
 GX3467'TURN RIGHT AND GO NORTH FOR 30 METERS (98 FT) ON ROAD TO A FORK.
 GX3467'FOLLOW THE LEFT FORK AND GO NORTH FOR 2.8 KM (1.75 MI) ON AIRPORT
 GX3467'ROAD, UP A STEEP NARROW WINDING GRADE, TO THE AIRPORT IN A HIGH
 GX3467'VALLEY.  PASS TO THE RIGHT OF THE AIRPORT OFFICE AND GO WEST FOR
 GX3467'0.1 KM (0.05 MI) ACROSS THE TARMAC TO THE MAIN RAMP.
 GX3467'TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE RAMP TO THE
 GX3467'RUNWAY.  TURN LEFT AND GO WEST FOR 0.6 KM (0.4 MI) ALONG THE RUNWAY
 GX3467'TO THE STATION ON THE LEFT, AT THE SOUTHWEST CORNER OF THE RUNWAY.
 GX3467'
 GX3467'THE STATION IS A STANDARD NGS DISK
 GX3467'STAMPED---KEEPORT 1986---,
 GX3467'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GX3467'32 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 GX3467'10.7 METERS (35.1 FT) SOUTH FROM THE CENTER OF THE RUNWAY,
 GX3467'3.1 METERS (10.2 FT) NORTHEAST FROM THE SOUTHERNMOST LIGHT AT THE
 GX3467'END OF THE RUNWAY,
 GX3467'1.7 METERS (5.6 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE RUNWAY
 GX3467'AND
 GX3467'0.2 METERS (0.7 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 GX3467'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 GX3467'STAMPED---KEEPORT 1986---,
 GX3467'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 GX3467'
 GX3467'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 GX3467
 GX3467                          STATION RECOVERY (1988)
 GX3467
 GX3467'RECOVERED 1988
 GX3467'RECOVERED IN GOOD CONDITION.
 GX3467
 GX3467                          STATION RECOVERY (1996)
 GX3467
 GX3467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 GX3467'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHWEST OF PINEVILLE
 GX3467'AT THE PINEVILLE KEEFIELD AIRPORT, AT THE SOUTHWEST CORNER OF THE
 GX3467'RUNWAY.  OWNERSHIP--WYOMING COUNTY AIRPORT COMMISSION, P.O.  BOX 309,
 GX3467'PINEVILLE, W.V.  24874.  AIRPORT MANAGER IS BILLY JOE COOPER.  OFFICE
 GX3467'PHONE IS 304-732-9160.  HOME PHONE IS 304-832-7372.  TO REACH FROM THE
 GX3467'JUNCTION OF STATE HIGHWAYS 10 AND 97 IN PINEVILLE, GO WEST ON HIGHWAY
 GX3467'97 FOR 1.2 KM (0.75 MI) TO A NARROW PAVED ROAD ON THE RIGHT. TURN
 GX3467'RIGHT, NORTH, ON THE ROAD FOR 30 M (98.4 FT) TO A PAVED Y-JUNCTION.
 GX3467'BEAR LEFT, NORTH, ON AIRPORT ROAD, UP A STEEP AND NARROW WINDING GRADE
 GX3467'FOR 2.8 KM (1.75 MI) TO A PAVED ROAD RIGHT TO THE AIRPORT.  TURN
 GX3467'RIGHT, NORTH, ON THE ROAD FOR 0.08 KM (0.05 MI) TO A GATE AT THE
 GX3467'APRON.  CONTINUE NORTH, PASSING THROUGH THE GATE AND ACROSS THE APRON
 GX3467'FOR 0.1 KM (0.05 MI) TO THE RUNWAY.  TURN LEFT, WEST, ALONG THE RUNWAY
 GX3467'FOR 0.6 KM (0.35 MI) TO THE STATION ON THE LEFT AT THE SOUTHWEST
 GX3467'CORNER OF THE RUNWAY.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND
 GX3467'CONCRETE POST SET 9 CM BELOW THE GROUND SURFACE.  IT IS 10.7 M (35.1
 GX3467'FT) SOUTH OF THE CENTER OF THE RUNWAY, 2.6 M (8.5 FT) NORTHEAST OF THE
 GX3467'SOUTHERNMOST THRESHOLD LIGHT, 1.7 M (5.6 FT) SOUTH-SOUTHWEST OF THE
 GX3467'SOUTHWEST CORNER OF THE RUNWAY, AND 0.3 M (1.0 FT) NORTH OF A
 GX3467'FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG
 GX3467
 GX3467                          STATION RECOVERY (2003)
 GX3467
 GX3467'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX3467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3470 ***********************************************************************
 GX3470  FBN         -  This is a Federal Base Network Control Station.
 GX3470  PACS        -  This is a Primary Airport Control Station.
 GX3470  DESIGNATION -  KEEPORT AZ MK
 GX3470  PID         -  GX3470
 GX3470  STATE/COUNTY-  WV/WYOMING
 GX3470  USGS QUAD   -  PINEVILLE (1976)
 GX3470
 GX3470                         *CURRENT SURVEY CONTROL
 GX3470  ___________________________________________________________________
 GX3470* NAD 83(1995)-  37 36 01.38205(N)    081 33 30.71971(W)     ADJUSTED  
 GX3470* NAVD 88     -       533.60   (meters)    1750.7    (feet)  GPS OBS   
 GX3470  ___________________________________________________________________
 GX3470  EPOCH DATE  -        1995.00
 GX3470  X           -     742,804.559 (meters)                     COMP
 GX3470  Y           -  -5,005,194.085 (meters)                     COMP
 GX3470  Z           -   3,870,703.685 (meters)                     COMP
 GX3470  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 GX3470  ELLIP HEIGHT-         502.27  (meters)          (04/23/01) GPS OBS
 GX3470  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX3470
 GX3470  HORZ ORDER  -  B
 GX3470  ELLP ORDER  -  FOURTH    CLASS I
 GX3470
 GX3470.This mark is at Kee Field Airport (I16)
 GX3470
 GX3470.The horizontal coordinates were established by GPS observations
 GX3470.and adjusted by the National Geodetic Survey in December 1995..
 GX3470.The horizontal coordinates are valid at the epoch date displayed above.
 GX3470.The epoch date for horizontal control is a decimal equivalence
 GX3470.of Year/Month/Day.
 GX3470
 GX3470.The orthometric height was determined by GPS observations and a
 GX3470.high-resolution geoid model.
 GX3470
 GX3470.GPS derived orthometric heights for airport stations designated as
 GX3470.PACS or SACS are published to 2 decimal places.  This maintains
 GX3470.centimeter relative accuracy between the PACS and SACS.  It does
 GX3470.not indicate centimeter accuracy relative to other marks which are
 GX3470.part of the NAVD 88 network.
 GX3470
 GX3470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX3470
 GX3470.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3470
 GX3470.The ellipsoidal height was determined by GPS observations
 GX3470.and is referenced to NAD 83.
 GX3470
 GX3470.The geoid height was determined by GEOID03.
 GX3470
 GX3470;                    North         East     Units Scale Factor Converg.
 GX3470;SPC WV S     -    66,784.406   550,679.061   MT  0.99997728   -0 20 43.0
 GX3470;UTM  17      - 4,161,624.919   450,697.169   MT  0.99962994   -0 20 26.9
 GX3470
 GX3470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3470!SPC WV S     -   0.99992119  x   0.99997728  =   0.99989847
 GX3470!UTM  17      -   0.99992119  x   0.99962994  =   0.99955116
 GX3470
 GX3470:                Primary Azimuth Mark                     Grid Az
 GX3470:SPC WV S     -  I16 A                                    068 11 38.0
 GX3470:UTM  17      -  I16 A                                    068 11 21.9
 GX3470
 GX3470|---------------------------------------------------------------------|
 GX3470| PID    Reference Object                     Distance      Geod. Az  |
 GX3470|                                                           dddmmss.s |
 GX3470| AE2075 I16 A                               APPROX. 0.5 KM 0675055.0 |
 GX3470| GX3467 KEEPORT                             APPROX. 0.6 KM 2512012.0 |
 GX3470|---------------------------------------------------------------------|
 GX3470
 GX3470                          SUPERSEDED SURVEY CONTROL
 GX3470
 GX3470  ELLIP H (12/04/95)  502.32   (m)                       GP(1995.00) 4 1
 GX3470  NAD 83(1995)-  37 36 01.39453(N)    081 33 30.73810(W) AD(       ) 3
 GX3470  NAD 83(1986)-  37 36 01.39468(N)    081 33 30.73945(W) AD(       ) 3
 GX3470  NAD 27      -  37 36 00.97157(N)    081 33 31.29285(W) AD(       ) 3
 GX3470  NGVD 29 (03/22/89)  533.7    (m)         1751.     (f) GPS OBS        
 GX3470
 GX3470.Superseded values are not recommended for survey control.
 GX3470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3470.See file dsdata.txt to determine how the superseded data were derived.
 GX3470
 GX3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB5069761625(NAD 83)
 GX3470_MARKER: DZ = AZIMUTH MARK DISK
 GX3470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX3470_STAMPING: KEEPORT 1986
 GX3470_MARK LOGO: NGS   
 GX3470_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX3470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3470+STABILITY: SURFACE MOTION
 GX3470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3470+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 GX3470
 GX3470  HISTORY     - Date     Condition        Report By
 GX3470  HISTORY     - 1986     MONUMENTED       NGS
 GX3470  HISTORY     - 19880519 GOOD
 GX3470  HISTORY     - 19950620 GOOD             NGS
 GX3470  HISTORY     - 19960620 GOOD             NGS
 GX3470  HISTORY     - 20000223 GOOD             NGS
 GX3470
 GX3470                          STATION DESCRIPTION
 GX3470
 GX3470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 GX3470'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 GX3470'NORTHWEST OF PINEVILLE, AT THE PINEVILLE KEEFIELD AIRPORT, AT THE
 GX3470'JUNCTION OF THE MAIN RAMP AND THE SINGLE RUNWAY.
 GX3470'OWNERSHIP--WYOMING COUNTY AIRPORT AUTHORITY, C/O AIRPORT MANAGER J.
 GX3470'OLIVER STEWART, P.O. BOX 309, PINEVILLE WV 24874.  PHONE (304)
 GX3470'732-9877.
 GX3470'
 GX3470'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 97
 GX3470'IN PINEVILLE, GO WEST FOR 1.2 KM (0.75 MI) ON HIGHWAY 97 TO A
 GX3470'NARROW PAVED ROAD ON THE RIGHT.
 GX3470'TURN RIGHT AND GO NORTH FOR 30 METERS (98 FT) ON ROAD TO A FORK.
 GX3470'FOLLOW THE LEFT FORK AND GO NORTH FOR 2.8 KM (1.75 MI) ON AIRPORT
 GX3470'ROAD, UP A STEEP NARROW WINDING GRADE, TO THE AIRPORT IN A HIGH
 GX3470'VALLEY.  PASS TO THE RIGHT OF THE AIRPORT OFFICE AND GO WEST FOR
 GX3470'0.1 KM (0.05 MI) ACROSS THE TARMAC TO THE MAIN RAMP.  TURN RIGHT
 GX3470'AND GO NORTH FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT, JUST
 GX3470'BEFORE THE RUNWAY.
 GX3470'
 GX3470'THE STATION IS A STANDARD NGS DISK
 GX3470'STAMPED---KEEPORT 1986---,
 GX3470'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GX3470'32 CM IN DIAMETER RECESSED 9 CM BELOW GROUND.  LOCATED
 GX3470'30.2 METERS (99.1 FT) SOUTH FROM THE CENTER OF THE RUNWAY,
 GX3470'20.3 METERS (66.6 FT) SOUTHWEST FROM A LIGHT BOX WITH AN ARROW
 GX3470'INDICATING TAXIWAY,
 GX3470'12.2 METERS (40.0 FT) EAST FROM THE CENTER OF THE RAMP,
 GX3470'5.2 METERS (17.1 FT) SOUTHEAST FROM THE CENTER OF A 0.6 METER
 GX3470'SQUARE CONCRETE DUCT COVER, AND
 GX3470'0.3 METERS (1.0 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 GX3470'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 GX3470'STAMPED---KEEPORT 1986---,
 GX3470'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 GX3470'
 GX3470'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 GX3470
 GX3470                          STATION RECOVERY (1988)
 GX3470
 GX3470'RECOVERED 1988
 GX3470'RECOVERED IN GOOD CONDITION.
 GX3470
 GX3470                          STATION RECOVERY (1995)
 GX3470
 GX3470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GX3470'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHWEST OF PINEVILLE,
 GX3470'AT THE PINEVILLE KEE FIELD AIRPORT, IN THE SOUTHEAST QUADRANT OF THE
 GX3470'JUNCTION OF THE MAIN RAMP AND THE RUNWAY.  OWNERSHIP--WYOMING COUNTY
 GX3470'AIRPORT COMMISSION, PO BOX 309, PINEVILLE WV 24874, AIRPORT MANAGER IS
 GX3470'BILLY JOE COOPER, OFFICE PHONE IS 304-732-9160, HOME PHONE IS
 GX3470'304-732-7372.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 SOUTH
 GX3470'AND 97 IN PINEVILLE, GO WEST ON HIGHWAY 97 FOR 1.2 KM (0.75 MI) TO A
 GX3470'NARROW PAVED ROAD ON THE RIGHT.  TURN RIGHT, NORTH ON THE ROAD FOR 30
 GX3470'M (98.4 FT) TO A PAVED Y-JUNCTION.  BEAR LEFT, NORTH ON AIRPORT ROAD,
 GX3470'OVER A STEEP AND NARROW WINDING GRADE FOR 2.8 KM (1.75 MI) TO A PAVED
 GX3470'ROAD RIGHT TO THE AIRPORT.  TURN RIGHT, NORTH ON THE ROAD FOR 0.08 KM
 GX3470'(0.05 MI) TO A GATE AT THE APRON.  CONTINUE NORTH, PASSING THROUGH THE
 GX3470'GATE AND ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO THE STATION ON THE
 GX3470'RIGHT JUST BEFORE THE RUNWAY.  THE STATION IS RECESSED 9 CM BELOW
 GX3470'GROUND.  IT IS 30.2 M (99.1 FT) SOUTH OF THE CENTER OF THE RUNWAY,
 GX3470'20.3 M (66.6 FT) SOUTHWEST OF A LIGHT BOX WITH AN ARROW INDICATING
 GX3470'TAXI, 12.2 M (40.0 FT) EAST OF THE CENTER OF THE RAMP, 5.2 M (17.1 FT)
 GX3470'SOUTHEAST OF THE CENTER OF A 0.6 M (2.0 FT) SQUARE CONCRETE DUCT COVER
 GX3470'AND 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST. NOTE--THIS
 GX3470'STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT
 GX3470'CONTROL STATION.
 GX3470
 GX3470                          STATION RECOVERY (1996)
 GX3470
 GX3470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 GX3470'RECOVERED AS DESCRIBED.
 GX3470
 GX3470                          STATION RECOVERY (2000)
 GX3470
 GX3470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 GX3470'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION
 GX3470'IS 5.7 M (18.7 FT) EAST-SOUTHEAST OF THE CENTER OF A 0.6 M (2.0 FT)
 GX3470'SQUARE CONCRETE DUCT COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3160 ***********************************************************************
 GY3160  DESIGNATION -  KELLY
 GY3160  PID         -  GY3160
 GY3160  STATE/COUNTY-  WV/WAYNE
 GY3160  USGS QUAD   -  WILSONDALE (1981)
 GY3160
 GY3160                         *CURRENT SURVEY CONTROL
 GY3160  ___________________________________________________________________
 GY3160* NAD 83(1995)-  37 57 34.44453(N)    082 19 07.06744(W)     ADJUSTED  
 GY3160* NAVD 88     -       461.0    (meters)    1512.     (feet)  VERTCON   
 GY3160  ___________________________________________________________________
 GY3160  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 GY3160  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 GY3160
 GY3160  HORZ ORDER  -  THIRD
 GY3160
 GY3160.The horizontal coordinates were established by classical geodetic methods
 GY3160.and adjusted by the National Geodetic Survey in April 1998..
 GY3160
 GY3160.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3160
 GY3160.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3160
 GY3160.The geoid height was determined by GEOID03.
 GY3160
 GY3160;                    North         East     Units Scale Factor Converg.
 GY3160;SPC WV S     -   107,324.832   484,129.570   MT  0.99993334   -0 48 54.6
 GY3160;UTM  17      - 4,202,149.015   384,161.775   MT  0.99976527   -0 48 40.3
 GY3160
 GY3160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3160!SPC WV S     -   0.99993276  x   0.99993334  =   0.99986611
 GY3160!UTM  17      -   0.99993276  x   0.99976527  =   0.99969805
 GY3160
 GY3160|---------------------------------------------------------------------|
 GY3160| PID    Reference Object                     Distance      Geod. Az  |
 GY3160|                                                           dddmmss.s |
 GY3160| DB9519 KELLY RM 1                           16.737 METERS 10149     |
 GY3160| DB9518 KELLY AZ MK                                        1544352.6 |
 GY3160| DB9520 KELLY RM 2                           13.944 METERS 19012     |
 GY3160|---------------------------------------------------------------------|
 GY3160
 GY3160                          SUPERSEDED SURVEY CONTROL
 GY3160
 GY3160  NAD 83(1995)-  37 57 34.44567(N)    082 19 07.06833(W) AD(       ) 3
 GY3160  NAD 83(1986)-  37 57 34.45137(N)    082 19 07.07274(W) AD(       ) 3
 GY3160  NAD 27      -  37 57 34.11700(N)    082 19 07.55170(W) AD(       ) 3
 GY3160  NGVD 29 (07/19/86)  461.2    (m)         1513.     (f) VERT ANG       
 GY3160
 GY3160.Superseded values are not recommended for survey control.
 GY3160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3160.See file dsdata.txt to determine how the superseded data were derived.
 GY3160
 GY3160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC8416202149(NAD 83)
 GY3160_MARKER: DS = TRIANGULATION STATION DISK
 GY3160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3160
 GY3160  HISTORY     - Date     Condition        Report By
 GY3160  HISTORY     - 1957     MONUMENTED       CGS
 GY3160
 GY3160                          STATION DESCRIPTION
 GY3160
 GY3160'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3160'THE STATION IS APPROXIMATELY 3.5 MILES NORTHWEST OF BREEDEN, 1.0 MILE
 GY3160'NORTHEAST OF WILSONDALE, ON A RIDGE KNOWN LOCALLY AS KELLY RIDGE, ON
 GY3160'PROPERTY OWNED BY MR. ROBERT WILLIAMSON.
 GY3160'
 GY3160'TO REACH FROM THE RAILROAD DEPOT IN KERMIT, GO NORTH ON U.S. HIGHWAY
 GY3160'52, 17.15 MILES TO A STEEL BRIDGE. CONTINUE STRAIGHT AHEAD ON
 GY3160'HIGHWAY 52 0.05 MILE TO SIDE ROAD RIGHT AT SIGN CABWAYLINGO 4. TURN
 GY3160'RIGHT ON PAVED ROAD FOR 5.4 MILES TO END OF PAVEMENT AND BRIDGE.
 GY3160'CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD 2.2 MILES TO THE WILSONDALE
 GY3160'POST OFFICE ON RIGHT AT THE PERRY AND MAYNARD STORE. CONTINUE
 GY3160'STRAIGHT AHEAD 0.15 MILE TO SIDE ROAD LEFT, TURN SHARP LEFT, UPHILL,
 GY3160'AND GO 1.05 MILES TO CROSSROADS. TURN SHARP RIGHT ON TRACK ROAD
 GY3160'AND GO 0.35 MILE TO GATE AND BARN ON RIGHT. PASS THROUGH GATE,
 GY3160'TURN SHARP LEFT UPHILL THROUGH BRUSH 0.2 MILES TO HIGHEST PART OF
 GY3160'HILL AND STATION.
 GY3160'
 GY3160'STATION MARKS ARE STANDARD DISKS STAMPED KELLY 1957. THE SURFACE DISK
 GY3160'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 15
 GY3160'FEET EAST OF TRIANGULAR BLAZE ON A PINE TREE 6 INCHES IN DIAMETER,
 GY3160'AND 22 FEET WEST-SOUTHWEST OF A STEEL ROD ANCHORED IN THE
 GY3160'GROUND. A STANDARD WITNESS POST WAS SET 3 FEET NORTHWEST OF THE
 GY3160'STATION. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 GY3160'CONCRETE 28 INCHES BELOW THE SURFACE OF THE GROUND.
 GY3160'
 GY3160'REFERENCE MARK NO. 1, A STANDARD DISKS STAMPED KELLY NO 1 1957, IS
 GY3160'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 GY3160'INCHES. IT IS EAST OF THE STATION ALONG TOP OF RIDGE.
 GY3160'
 GY3160'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KELLY NO 2 1957, IS SET
 GY3160'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GY3160'IT IS ON THE SOUTH SLOPE OF THE HILL AND ABOUT 3 FEET LOWER THAN
 GY3160'STATION.
 GY3160'
 GY3160'AZIMUTH MARK IS A STANDARD DISK STAMPED KELLY 1957, SET IN A SQUARE
 GY3160'CONCRETE POST WHICH PROJECTS 3 INCHES. IT IS 31 FEET NORTHEAST
 GY3160'OF TRACK ROAD AND 121 FEET SOUTH-SOUTHEAST OF FENCE CORNER. A
 GY3160'STANDARD WITNESS POST WAS SET 2 FEET SOUTH-SOUTHEAST.
 GY3160'
 GY3160'TO REACH TH AZIMUTH MARK FROM GATE GO SOUTHEAST ON TRACK ROAD 0.1
 GY3160'MILE TO HOUSE ON LEFT. PASS TO RIGHT OF HOUSE AND GO 0.05 MILE TO
 GY3160'GATE. PASS THROUGH GATE AND GO ABOUT 150 YARDS TO AZIMUTH MARK ON
 GY3160'SIDE HILL.
 GY3160'
 GY3160'HEIGHT OF LIGHT ABOVE STATION MARK 22.07 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2984 ***********************************************************************
 HX2984  DESIGNATION -  KERNS
 HX2984  PID         -  HX2984
 HX2984  STATE/COUNTY-  WV/ROANE
 HX2984  USGS QUAD   -  KETTLE (1975)
 HX2984
 HX2984                         *CURRENT SURVEY CONTROL
 HX2984  ___________________________________________________________________
 HX2984* NAD 83(1995)-  38 33 38.56316(N)    081 23 18.59672(W)     ADJUSTED  
 HX2984* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 HX2984  ___________________________________________________________________
 HX2984  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 HX2984  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HX2984
 HX2984  HORZ ORDER  -  FIRST
 HX2984
 HX2984.The horizontal coordinates were established by classical geodetic methods
 HX2984.and adjusted by the National Geodetic Survey in April 1998..
 HX2984
 HX2984.The orthometric height was scaled from a topographic map.
 HX2984
 HX2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2984
 HX2984.The geoid height was determined by GEOID03.
 HX2984
 HX2984;                    North         East     Units Scale Factor Converg.
 HX2984;SPC WV S     -   173,294.756   566,140.504   MT  0.99994719   -0 14 24.6
 HX2984;UTM  17      - 4,268,101.691   466,152.102   MT  0.99961411   -0 14 31.8
 HX2984
 HX2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2984!SPC WV S     -   0.99994310  x   0.99994719  =   0.99989029
 HX2984!UTM  17      -   0.99994310  x   0.99961411  =   0.99955723
 HX2984
 HX2984|---------------------------------------------------------------------|
 HX2984| PID    Reference Object                     Distance      Geod. Az  |
 HX2984|                                                           dddmmss.s |
 HX2984| HX2983 CAMPBELL USGS 1944                    4.676 METERS 03757     |
 HX2984| DC4468 KERNS RM 1                            9.992 METERS 06244     |
 HX2984| DC4469 KERNS RM 2                           10.718 METERS 19307     |
 HX2984| DC4467 KERNS AZ MK                                        1984411.9 |
 HX2984|---------------------------------------------------------------------|
 HX2984
 HX2984                          SUPERSEDED SURVEY CONTROL
 HX2984
 HX2984  NAD 83(1986)-  38 33 38.57077(N)    081 23 18.60339(W) AD(       ) 1
 HX2984  NAD 27      -  38 33 38.22600(N)    081 23 19.17100(W) AD(       ) 1
 HX2984
 HX2984.Superseded values are not recommended for survey control.
 HX2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2984.See file dsdata.txt to determine how the superseded data were derived.
 HX2984
 HX2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6615268102(NAD 83)
 HX2984_MARKER: DS = TRIANGULATION STATION DISK
 HX2984_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX2984
 HX2984  HISTORY     - Date     Condition        Report By
 HX2984  HISTORY     - 1944     MONUMENTED       CGS
 HX2984  HISTORY     - 1973     GOOD             LOCSUR
 HX2984
 HX2984                          STATION DESCRIPTION
 HX2984
 HX2984'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2984'STATION IS LOCATED
 HX2984'ABOUT 5-1/2 MILES
 HX2984'DUE S OF THE VILLAGE OF WALTON, AT THE HIGHEST
 HX2984'POINT OF A PROMINENT HILL, ON LAND
 HX2984'OWNED BY MR. CAMPBELL.  THE
 HX2984'TOP OF THE HILL IS BARE PASTURE LAND WITH A FEW
 HX2984'SCATTERED TREES
 HX2984'ON THE SLOPE.  IT IS LOCATED NEAR THE CENTER OF THE HILLTOP.
 HX2984'STATION IS
 HX2984'MARKED BY A BRONZE STATION DISK SET IN CONCRETE
 HX2984'AT THE END OF A 4-INCH PIPE
 HX2984'WHICH IS EMBEDDED IN THE GROUND SO
 HX2984'THAT ITS UPPER END PROJECTS ABOUT 8 INCHES.
 HX2984'UNDERGROUND MARK IS A
 HX2984'BRONZE DISK SET IN THE TOP OF A CONCRETE POST.  THE DISK IS
 HX2984'STAMPED
 HX2984'KERNS 1944.
 HX2984'
 HX2984'REFERENCE MARK 1 IS ON THE SLOPE OF THE HILL.  IT IS A
 HX2984'BRONZE REFERENCE
 HX2984'DISK SET IN AN IRON PIPE AND IS STAMPED KERNS
 HX2984'NO 1 1944.
 HX2984'
 HX2984'REFERENCE MARK 2 IS ON THE SLOPE OF THE HILL.  IT IS A
 HX2984'BRONZE REFERENCE
 HX2984'DISK SET IN AN IRON PIPE AND IS STAMPED KERNS
 HX2984'NO 2 1944.
 HX2984'
 HX2984'AZIMUTH MARK IS IN A FARM LOT OPPOSITE A HOUSE.  IT IS 20
 HX2984'FEET SE OF THE
 HX2984'APPROXIMATE CENTER LINE OF A DIRT ROAD, 60 FEET
 HX2984'S OF THE SW CORNER OF A RED BARN.
 HX2984'AND AT THE SW CORNER OF A CORNCRIB.
 HX2984'IT IS NEAR A WITNESS POST.  IT IS A BRONZE AZIMUTH
 HX2984'DISK
 HX2984'SET IN THE TOP OF A CONCRETE POST AND IS STAMPED KERNS 1944.
 HX2984'
 HX2984'THE STONE POST OF
 HX2984'CAMPBELL (U.S.G.S.) HAS BEEN BROKEN A FEW
 HX2984'INCHES ABOVE THE SURFACE OF THE
 HX2984'GROUND.  THE DISK IS GONE BUT THE
 HX2984'BROKEN PIECES WITH THE DRILLED HOLE WERE FOUND AND
 HX2984'LAID IN PLACE
 HX2984'WHILE THE DISTANCE AND DIRECTION WERE TAKEN.
 HX2984'
 HX2984'TO REACH THE STATION FROM THE VILLAGE OF WALTON, GO S ON
 HX2984'U.S. HIGHWAY 119
 HX2984'FOR 3.3 MILES TO A FORKS AND SERVICE STATION AT
 HX2984'THE TOP OF MR. WELCOME.  TAKE THE
 HX2984'RIGHT FORK (HARD SURFACED) AND
 HX2984'GO 1.5 MILES TO A DIRT ROAD FORKING AT A SCHOOL ON
 HX2984'THE
 HX2984'RIGHT, TURN LEFT ON THE DIRT ROAD AND GO 0.55 MILE TO A THREE-POINT
 HX2984'FORKS.  CONTINUE
 HX2984'STRAIGHT AHEAD FOR 0.35 MILE, THEN TAKE
 HX2984'RIGHT FORK AND GO 1.8 MILES TO THE
 HX2984'HOME OF MR. CAMPBELL ON THE
 HX2984'LEFT AND END OF TRUCK TRAVEL.  PACK E THROUGH A BOARD
 HX2984'GATE, THEN UP
 HX2984'A GRADE TO AN UNPAINTED BARN, THEN CONTINUE UP A STEEP GRADE
 HX2984'TO THE TOP OF THE
 HX2984'HILL AND STATION.
 HX2984'
 HX2984'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE ON THE
 HX2984'DIRT ROAD FOR 0.75
 HX2984'MILE TO A FARMHOUSE ON THE RIGHT AND THE MARK
 HX2984'ON THE LEFT.
 HX2984'
 HX2984'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX2984
 HX2984                          STATION RECOVERY (1973)
 HX2984
 HX2984'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (LGS)
 HX2984'KERNS RECOVERED GOOD-FOUND AS DESCRIBED AS WERE THE REFERENCE MARKS
 HX2984'AND THE AZIMUTH MARK.
 HX2984'
 HX2984'DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MI. SOUTH OF
 HX2984'WALTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1904 ***********************************************************************
 JX1904  DESIGNATION -  KESLING
 JX1904  PID         -  JX1904
 JX1904  STATE/COUNTY-  WV/UPSHUR
 JX1904  USGS QUAD   -  AUDRA (1977)
 JX1904
 JX1904                         *CURRENT SURVEY CONTROL
 JX1904  ___________________________________________________________________
 JX1904* NAD 83(1995)-  39 00 14.49464(N)    080 07 25.39840(W)     ADJUSTED  
 JX1904* NAVD 88     -       590.2    (meters)    1936.     (feet)  VERTCON   
 JX1904  ___________________________________________________________________
 JX1904  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 JX1904  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JX1904
 JX1904  HORZ ORDER  -  THIRD
 JX1904
 JX1904.The horizontal coordinates were established by classical geodetic methods
 JX1904.and adjusted by the National Geodetic Survey in April 1998..
 JX1904
 JX1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1904
 JX1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1904
 JX1904.The geoid height was determined by GEOID03.
 JX1904
 JX1904;                    North         East     Units Scale Factor Converg.
 JX1904;SPC WV S     -   222,794.676   675,905.519   MT  1.00002795   +0 32 30.2
 JX1904;SPC WV N     -    56,143.207   545,972.763   MT  0.99999924   -0 23 52.1
 JX1904;UTM  17      - 4,317,588.572   575,874.789   MT  0.99967089   +0 33 05.5
 JX1904
 JX1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1904!SPC WV S     -   0.99991237  x   1.00002795  =   0.99994032
 JX1904!SPC WV N     -   0.99991237  x   0.99999924  =   0.99991161
 JX1904!UTM  17      -   0.99991237  x   0.99967089  =   0.99958329
 JX1904
 JX1904|---------------------------------------------------------------------|
 JX1904| PID    Reference Object                     Distance      Geod. Az  |
 JX1904|                                                           dddmmss.s |
 JX1904| CX3955 KESLING RM 1                         17.523 METERS 13000     |
 JX1904| CX3956 KESLING RM 2                         12.681 METERS 22737     |
 JX1904| CX3954 KESLING AZ MK                                      2913026.0 |
 JX1904|---------------------------------------------------------------------|
 JX1904
 JX1904                          SUPERSEDED SURVEY CONTROL
 JX1904
 JX1904  NAD 83(1986)-  39 00 14.50035(N)    080 07 25.41012(W) AD(       ) 3
 JX1904  NAD 27      -  39 00 14.13820(N)    080 07 26.12220(W) AD(       ) 3
 JX1904  NGVD 29 (07/19/86)  590.4    (m)         1937.     (f) VERT ANG       
 JX1904
 JX1904.Superseded values are not recommended for survey control.
 JX1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1904.See file dsdata.txt to determine how the superseded data were derived.
 JX1904
 JX1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7587517589(NAD 83)
 JX1904_MARKER: DS = TRIANGULATION STATION DISK
 JX1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1904_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1904
 JX1904  HISTORY     - Date     Condition        Report By
 JX1904  HISTORY     - 1956     MONUMENTED       CGS
 JX1904
 JX1904                          STATION DESCRIPTION
 JX1904
 JX1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JX1904'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF A GRAVELED ROAD IN A
 JX1904'BARNYARD ACROSS THE ROAD
 JX1904'FROM THE RESIDENCE OF M.J. JACKSON, AIRLINE ABOUT 10 MILES WEST OF
 JX1904'BELINGTON, 6 MILES EAST OF
 JX1904'BUCKHANNON, AND 6 MILES NORTH OF ELLAMORE.
 JX1904'
 JX1904'TO REACH THE STATION FROM THE METHODIST CHURCH IN ELLAMORE GO WEST
 JX1904'AND NORTHWEST ON U.S. HIGHWAY
 JX1904'33 FOR 7.7 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AS PER SIGN
 JX1904'KESLING MILL 3 AND GO NORTHEAST
 JX1904'1.5 MILES TO A FORK.  TAKE THE RIGHT FORK AS PER
 JX1904'SIGN KESLING MILL 2 AND GO EAST 1.6 MILES TO A
 JX1904'FORK IN THE MIDDLE OF THE VILLAGE OF
 JX1904'KESLING MILL.  TAKE THE RIGHT FORK AS PER SIGN AUDRA PARK 7 AND
 JX1904'GO EAST 0.4 MILE TO A SIDE ROAD
 JX1904'ON THE LEFT.  TURN LEFT AND GO NORTHEAST 0.8 MILE TO THE M.J. JACKSON
 JX1904'RESIDENCE ON THE RIGHT AND THE
 JX1904'STATION ON THE LEFT.
 JX1904'
 JX1904'THE STATION MARK IS A STANDARD DISK STAMPED KESLING 1956 SET IN THE
 JX1904'TOP OF A 12-INCH CONCRETE
 JX1904'CYLINDER THAT IS FLUSH WITH THE GROUND.  IT IS 66 FEET NORTHWEST OF
 JX1904'THE WEST CORNER OF A BARN, 7 FEET
 JX1904'NORTHEAST OF A FENCE LINE, 23 FEET NORTHEAST OF THE
 JX1904'CENTERLINE OF THE ROAD, AND 13 FEET SOUTHEAST OF THE
 JX1904'SOUTHEAST POST OF A BOARD GATE.
 JX1904'
 JX1904'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED KESLING NO 1 1956
 JX1904'CEMENTED IN A DRILL HOLE
 JX1904'IN THE TOP OF A BOULDER THAT PROJECTS 7 INCHES ABOVE THE GROUND.  IT
 JX1904'IS 11 FEET NORTHEAST OF A FENCE
 JX1904'LINE, 10 FEET WEST OF THE WEST CORNER OF A BARN, AND
 JX1904'1 FOOT HIGHER THAN THE STATION.
 JX1904'
 JX1904'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED KESLING NO 2 1956
 JX1904'SET IN THE TOP OF A
 JX1904'10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 17
 JX1904'FEET SOUTHEAST OF A FENCE
 JX1904'CORNER, 28 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND
 JX1904'THE SAME ELEVATION AS THE STATION.
 JX1904'
 JX1904'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KESLING 1956 CEMENTED IN
 JX1904'A DRILL HOLE IN A LARGE
 JX1904'SLAB OF OUTCROPPING BEDROCK THAT PROJECT 1 INCH ABOVE THE GROUND.  IT
 JX1904'IS 99 FEET SOUTH OF THE CENTERLINE
 JX1904'OF THE ROAD, 91 FEET SOUTH OF A FENCE LINE, AND 150
 JX1904'FEET SOUTHWEST OF THE NORTHWEST CORNER OF A CEMETERY.
 JX1904'
 JX1904'TO REACH THE AZIMUTH MARK FROM THE FORK IN THE MIDDLE OF THE VILLAGE
 JX1904'OF KESLING MILL GO NORTHWEST
 JX1904'AS PER SIGN KESLING CHURCH ACROSS A BRIDGE AND UPHILL 0.4 MILE TO
 JX1904'A CROSS ROAD.  TURN LEFT AND GO WEST
 JX1904'0.25 MILE TO THE NORTHWEST CORNER OF A CEMETERY
 JX1904'ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4657 ***********************************************************************
 JV4657  DESIGNATION -  KEYS GAP AIRWAY BEACON
 JV4657  PID         -  JV4657
 JV4657  STATE/COUNTY-  WV/JEFFERSON
 JV4657  USGS QUAD   -  ROUND HILL (1981)
 JV4657
 JV4657                         *CURRENT SURVEY CONTROL
 JV4657  ___________________________________________________________________
 JV4657* NAD 83(1995)-  39 14 20.16627(N)    077 46 13.93489(W)     ADJUSTED  
 JV4657* NAVD 88     -                                                        
 JV4657  ___________________________________________________________________
 JV4657  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 JV4657  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JV4657
 JV4657  HORZ ORDER  -  THIRD
 JV4657
 JV4657.The horizontal coordinates were established by classical geodetic methods
 JV4657.and adjusted by the National Geodetic Survey in April 1998..
 JV4657
 JV4657
 JV4657.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4657
 JV4657.The geoid height was determined by GEOID03.
 JV4657
 JV4657;                    North         East     Units Scale Factor Converg.
 JV4657;SPC WV N     -    83,471.300   749,297.253   MT  0.99996342   +1 06 10.8
 JV4657;SPC VA N     - 2,174,777.138 3,562,977.424   MT  1.00000714   +0 27 19.0
 JV4657;SPC VA N     - 7,135,081.33 11,689,535.10   sFT  1.00000714   +0 27 19.0
 JV4657;SPC MD       -   174,811.917   333,478.980   MT  0.99996989   -0 29 01.0
 JV4657;SPC MD       -   573,528.76  1,094,088.95   sFT  0.99996989   -0 29 01.0
 JV4657;UTM  18      - 4,346,950.532   260,884.452   MT  1.00030406   -1 45 12.1
 JV4657
 JV4657                          SUPERSEDED SURVEY CONTROL
 JV4657
 JV4657  NAD 83(1995)-  39 14 20.16631(N)    077 46 13.93487(W) AD(       ) 4
 JV4657  NAD 83(1995)-  39 14 20.16983(N)    077 46 13.93814(W) AD(       ) 4
 JV4657  NAD 83(1986)-  39 14 20.16657(N)    077 46 13.94576(W) AD(       ) 4
 JV4657  NAD 27      -  39 14 19.80200(N)    077 46 14.96700(W) AD(       ) 3
 JV4657
 JV4657.Superseded values are not recommended for survey control.
 JV4657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4657.See file dsdata.txt to determine how the superseded data were derived.
 JV4657
 JV4657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ6088446951(NAD 83)
 JV4657_MARKER: 22 = AIRWAY BEACON
 JV4657
 JV4657  HISTORY     - Date     Condition        Report By
 JV4657  HISTORY     - 1942     FIRST OBSERVED   CGS
 JV4657
 JV4657                          STATION DESCRIPTION
 JV4657
 JV4657'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4657'STATION IS A STANDARD AIRWAY BEACON, HAVING A REVOLVING WHITE LIGHT
 JV4657'WITH A FLASHING RED LIGHT ON
 JV4657'BOTH THE E AND W SIDES.  IT IS LOCATED ON THE N SLOPE OF A WOODED
 JV4657'HILL IN THE BLUE RIDGE MOUNTAINS, ABOUT
 JV4657'3.75 MILES NW OF HILLSBORO, ABOUT 6 MILES SE OF CHARLES TOWN,
 JV4657'AND ABOUT 450 FEET N AND 20 FEET LOWER THAN
 JV4657'THE TOP OF THE HILL.  BEACON IS ABOUT 1.5 MILES
 JV4657'S OF THE ROAD THRU KEYS GAP IN THE BLUE RIDGE MOUNTAIN RANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0341 ***********************************************************************
 JW0341  DESIGNATION -  KEYSER
 JW0341  PID         -  JW0341
 JW0341  STATE/COUNTY-  WV/MINERAL
 JW0341  USGS QUAD   -  KEYSER (1974)
 JW0341
 JW0341                         *CURRENT SURVEY CONTROL
 JW0341  ___________________________________________________________________
 JW0341* NAD 83(1986)-  39 25 50.     (N)    078 59 04.     (W)     SCALED    
 JW0341* NAVD 88     -       251.392  (meters)     824.78   (feet)  ADJUSTED  
 JW0341  ___________________________________________________________________
 JW0341  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JW0341  DYNAMIC HT  -         251.239 (meters)     824.27  (feet)  COMP
 JW0341  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 JW0341
 JW0341  VERT ORDER  -  FIRST     CLASS II
 JW0341
 JW0341.The horizontal coordinates were scaled from a topographic map and have
 JW0341.an estimated accuracy of +/- 6 seconds.
 JW0341
 JW0341.The orthometric height was determined by differential leveling
 JW0341.and adjusted by the National Geodetic Survey in June 1991..
 JW0341
 JW0341.The geoid height was determined by GEOID03.
 JW0341
 JW0341.The dynamic height is computed by dividing the NAVD 88
 JW0341.geopotential number by the normal gravity value computed on the
 JW0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0341.degrees latitude (g = 980.6199 gals.).
 JW0341
 JW0341.The modeled gravity was interpolated from observed gravity values.
 JW0341
 JW0341;                    North         East    Units  Estimated Accuracy
 JW0341;SPC WV N     -   103,440.      644,390.      MT  (+/- 180 meters Scaled)
 JW0341
 JW0341                          SUPERSEDED SURVEY CONTROL
 JW0341
 JW0341  NGVD 29 (??/??/92)  251.579  (m)          825.39   (f) ADJ UNCH    1 2
 JW0341
 JW0341.Superseded values are not recommended for survey control.
 JW0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0341.See file dsdata.txt to determine how the superseded data were derived.
 JW0341
 JW0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD734664(NAD 83)
 JW0341_MARKER: DB = BENCH MARK DISK
 JW0341_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JW0341+WITH SETTING: PAVEMENT
 JW0341_STAMPING: KEYSER 1933
 JW0341_MARK LOGO: CGS   
 JW0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0341+STABILITY: SURFACE MOTION
 JW0341
 JW0341  HISTORY     - Date     Condition        Report By
 JW0341  HISTORY     - 1933     MONUMENTED       CGS
 JW0341  HISTORY     - 1934     GOOD             NGS
 JW0341  HISTORY     - 1983     GOOD             NGS
 JW0341  HISTORY     - 1983     GOOD             NGS
 JW0341
 JW0341                          STATION DESCRIPTION
 JW0341
 JW0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0341'AT KEYSER.
 JW0341'AT KEYSER, MINERAL COUNTY, AT THE MAIN ENTRANCE TO THE FILTRATION
 JW0341'PLANT, IN THE TOP OF THE SOUTHEAST END OF THE STEP, AND 10 YARDS
 JW0341'FROM THE CENTERLINE OF U.S. HIGHWAY 220.  A STANDARD DISK,
 JW0341'STAMPED KEYSER 1933.
 JW0341
 JW0341                          STATION RECOVERY (1983)
 JW0341
 JW0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0341'RECOVERED IN GOOD CONDITION.
 JW0341
 JW0341                          STATION RECOVERY (1983)
 JW0341
 JW0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3416 ***********************************************************************
 GX3416  DESIGNATION -  KEYSTONE
 GX3416  PID         -  GX3416
 GX3416  STATE/COUNTY-  WV/MCDOWELL
 GX3416  USGS QUAD   -  KEYSTONE (1976)
 GX3416
 GX3416                         *CURRENT SURVEY CONTROL
 GX3416  ___________________________________________________________________
 GX3416* NAD 83(1995)-  37 25 18.98356(N)    081 27 54.49410(W)     ADJUSTED  
 GX3416* NAVD 88     -       786.     (meters)    2579.     (feet)  SCALED    
 GX3416  ___________________________________________________________________
 GX3416  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 GX3416  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX3416
 GX3416  HORZ ORDER  -  SECOND
 GX3416
 GX3416.The horizontal coordinates were established by classical geodetic methods
 GX3416.and adjusted by the National Geodetic Survey in April 1998..
 GX3416
 GX3416.The orthometric height was scaled from a topographic map.
 GX3416
 GX3416.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3416
 GX3416.The geoid height was determined by GEOID03.
 GX3416
 GX3416;                    North         East     Units Scale Factor Converg.
 GX3416;SPC WV S     -    46,934.205   558,826.869   MT  1.00001356   -0 17 15.2
 GX3416;UTM  17      - 4,141,782.722   458,843.604   MT  0.99962086   -0 16 57.6
 GX3416
 GX3416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3416!SPC WV S     -   0.99988156  x   1.00001356  =   0.99989512
 GX3416!UTM  17      -   0.99988156  x   0.99962086  =   0.99950246
 GX3416
 GX3416|---------------------------------------------------------------------|
 GX3416| PID    Reference Object                     Distance      Geod. Az  |
 GX3416|                                                           dddmmss.s |
 GX3416| DC4480 KEYSTONE RM 1                        13.003 METERS 05520     |
 GX3416| DC4479 KEYSTONE AZ MK                                     0684547.8 |
 GX3416| GX3412 MABE                                APPROX.13.2 KM 1024242.1 |
 GX3416| DC4481 KEYSTONE RM 2                        17.572 METERS 25940     |
 GX3416|---------------------------------------------------------------------|
 GX3416
 GX3416                          SUPERSEDED SURVEY CONTROL
 GX3416
 GX3416  NAD 83(1995)-  37 25 18.98333(N)    081 27 54.49383(W) AD(       ) 2
 GX3416  NAD 83(1995)-  37 25 18.98505(N)    081 27 54.48887(W) AD(       ) 2
 GX3416  NAD 83(1995)-  37 25 18.99421(N)    081 27 54.49215(W) AD(       ) 2
 GX3416  NAD 83(1986)-  37 25 18.99408(N)    081 27 54.49460(W) AD(       ) 2
 GX3416  NAD 27      -  37 25 18.58968(N)    081 27 55.11051(W) AD(       ) 2
 GX3416
 GX3416.Superseded values are not recommended for survey control.
 GX3416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3416.See file dsdata.txt to determine how the superseded data were derived.
 GX3416
 GX3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB5884441783(NAD 83)
 GX3416_MARKER: DS = TRIANGULATION STATION DISK
 GX3416_SETTING: 80 = SET IN A BOULDER
 GX3416_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GX3416
 GX3416  HISTORY     - Date     Condition        Report By
 GX3416  HISTORY     - 1934     MONUMENTED       CGS
 GX3416  HISTORY     - 1944     SEE DESCRIPTION  CLA
 GX3416  HISTORY     - 1982     GOOD             LOCSUR
 GX3416
 GX3416                          STATION DESCRIPTION
 GX3416
 GX3416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3416'STATION IS LOCATED ON A HIGH BRUSHY KNOB, NEAR HEAD OF THE BIG BRANCH
 GX3416'OF ELKHORN CREEK, 1-1/4 MILES DUE N OF KOKMAN COAL COMPANY, AND 1
 GX3416'MILE NW OF KEYSTONE.
 GX3416'
 GX3416'SURFACE, AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 GX3416'CONCRETE IN DEPRESSIONS IN BOULDERS- REFERENCE AND AZIMUTH
 GX3416'MARKS ARE STANDARD BRONZE DISKS SET IN OUTCROPPING BEDROCK.
 GX3416'
 GX3416'REFERENCE MARK NO. 1 IS NE OF STATION AT EDGE OF BRUSH, 4 FEET N OF
 GX3416'THE CENTER LINE OF TRAIL.
 GX3416'
 GX3416'REFERENCE MARK NO. 2 IS W OF STATION AT EDGE OF BRUSH, 14 FEET NW OF
 GX3416'CENTER LINE OF TRAIL.
 GX3416'
 GX3416'AZIMUTH MARK IS LOCATED ABOUT 45 YARDS ENE OF STATION AT THE JUNCTION
 GX3416'OF TRAILS, 10 FEET N OF THE CENTER OF TRAIL, AND 15 FEET SE OF THE
 GX3416'CENTER LINE OF TRAIL.
 GX3416'
 GX3416'TO REACH FROM NORTH FORK, TAKE U.S. HIGHWAY 52 NW FROM CLARKS DRUG
 GX3416'STORE, FOR 1.2 MILES AND TURN RIGHT AT SPECTORS DRUG STORE IN
 GX3416'KEYSTONE, CROSS BRIDGE AND RAILROAD TRACKS AND PROCEED UP CLARKS
 GX3416'BRANCH, FOR 0.25 MILE, TURN SHARP LEFT ON SWITCHBACK AND CONTINUE
 GX3416'ABOUT 150 YARDS TO JUNCTION OF ROADS, WHICH IS THE END OF TRUCK
 GX3416'TRAVEL.  TURN SHARP RIGHT UP HILL, AND SHORTLY TAKE LEFT FORK
 GX3416'BEARING ALONG SLOPE OF MOUNTAIN FOR ABOUT 1/3 MILE AND TAKE RIGHT
 GX3416'FORK AT A LARGE TRIANGULAR-BLAZED OAK, FOLLOW ABOUT 1/2 MILE TO
 GX3416'TOP OF GRADE, TURN SHARP LEFT UP OLD ROAD AND FOLLOW TRAIL ABOUT 1/4
 GX3416'MILE TO HIGHEST GROUND AND STATION.  THE STATION IS LOCATED ABOUT
 GX3416'125 FEET W OF THE JUNCTION OF TRAILS AND 14 FEET SSE OF TRAIL,
 GX3416'THERE WAS A 7-INCH SQUARE STONE WITH A 1/2-INCH DRILL HOLE IN IT AT
 GX3416'THIS POINT, A STANDARD DISK WAS CEMENTED IN THIS DRILL HOLE.  IT IS
 GX3416'50 FEET NNW OF 18-INCH RED OAK.
 GX3416'
 GX3416'A 15-FOOT STAND REQUIRED.
 GX3416
 GX3416                          STATION RECOVERY (1944)
 GX3416
 GX3416'RECOVERY NOTE BY CROZER LAND ASSOCIATION 1944 (RAN)
 GX3416'LETTER FROM R.A. NOWLIN, ELKHORN, W.VA., DATED 6/26/44-
 GX3416'
 GX3416'ON JUNE 24 WE FOUND YOUR STONE STATION SLIGHTLY LOOSE, PROBABLY DUE
 GX3416'TO THE FREEZING AND THAWING OF THE GROUND OVER A PERIOD OF YEARS.
 GX3416'OTHERWISE, THIS STONE PROJECTING ABOUT 5 INCHES OUT OF THE GROUND
 GX3416'WAS IN GOOD CONDITION.  TO ASSIST IN THE PRESERVATION OF THIS STONE,
 GX3416'WE THEREFORE AND SO AS TO NOT IN ANY WAY DAMAGE THIS STONE OR TO EVEN
 GX3416'SO SLIGHTLY AFFECT ITS POSTION, DROVE MOST CAREFULLY IN ROTATION BY
 GX3416'BLOWS, FOUR OF OUR REFERENCE MARKER PIPES AGAINST THE FOUR SIDES OF
 GX3416'THE STONE.  THESE PIPES ARE FOUR FEET LONG, 1-1/2 INCHES IN DIAMETER,
 GX3416'POINTED ON ONE END, AND HAVE WOODEN PLUGS IN THEIR TOPS.  THESE
 GX3416'PIPES WERE DRIVEN TO A DEPTH OF ONLY TWO FEET SO AS TO NOT INJURE A
 GX3416'PROBABLE UNDERGROUND MARKER.  THE STONE, EXCLUDING THE BRONZE
 GX3416'MARKER, WAS PAINTED A DARK BLUE.  THE REFERENCE OR MARKER PIPES USED
 GX3416'FOR PRESERVING AND TIGHTENING THIS STONE WERE PAINTED 8 INCHES
 GX3416'BLUE - 8 INCHES WHITE - 8 INCHES BLUE.  WE ALSO PUT SOME PAINT ON
 GX3416'NEARBY TREES.
 GX3416
 GX3416                          STATION RECOVERY (1982)
 GX3416
 GX3416'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (EV)
 GX3416'STATION FOUND AS DESCRIBED IN 1944 WITH FOUR PIPES SURROUNDING IT IN
 GX3416'GOOD CONDITION.
 GX3416'
 GX3416'REMAINS OF RM NO.1 FOUND DESTROYED.  RM NO.2 AND AZIMUTH NOT FOUND,
 GX3416'BUT BELIEVED ALSO DESTROYED BY TRAIL WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3145 ***********************************************************************
 GY3145  DESIGNATION -  KIAH
 GY3145  PID         -  GY3145
 GY3145  STATE/COUNTY-  WV/LINCOLN
 GY3145  USGS QUAD   -  TRACE (1976)
 GY3145
 GY3145                         *CURRENT SURVEY CONTROL
 GY3145  ___________________________________________________________________
 GY3145* NAD 83(1995)-  37 59 01.99966(N)    082 11 06.81528(W)     ADJUSTED  
 GY3145* NAVD 88     -       480.2    (meters)    1575.     (feet)  VERTCON   
 GY3145  ___________________________________________________________________
 GY3145  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 GY3145  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GY3145
 GY3145  HORZ ORDER  -  THIRD
 GY3145
 GY3145.The horizontal coordinates were established by classical geodetic methods
 GY3145.and adjusted by the National Geodetic Survey in April 1998..
 GY3145
 GY3145.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3145
 GY3145.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3145
 GY3145.The geoid height was determined by GEOID03.
 GY3145
 GY3145;                    North         East     Units Scale Factor Converg.
 GY3145;SPC WV S     -   109,865.603   495,885.813   MT  0.99993177   -0 43 57.7
 GY3145;UTM  17      - 4,204,690.055   395,915.703   MT  0.99973343   -0 43 46.2
 GY3145
 GY3145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3145!SPC WV S     -   0.99992975  x   0.99993177  =   0.99986152
 GY3145!UTM  17      -   0.99992975  x   0.99973343  =   0.99966320
 GY3145
 GY3145:                Primary Azimuth Mark                     Grid Az
 GY3145:SPC WV S     -  KIAH AZ MK                               058 44 18.2
 GY3145:UTM  17      -  KIAH AZ MK                               058 44 06.7
 GY3145
 GY3145|---------------------------------------------------------------------|
 GY3145| PID    Reference Object                     Distance      Geod. Az  |
 GY3145|                                                           dddmmss.s |
 GY3145| DB9539 KIAH AZ MK                                         0580020.5 |
 GY3145| DB9540 KIAH RM 1                             7.165 METERS 27529     |
 GY3145| DB9541 KIAH RM 2                             9.537 METERS 33340     |
 GY3145|---------------------------------------------------------------------|
 GY3145
 GY3145                          SUPERSEDED SURVEY CONTROL
 GY3145
 GY3145  NAD 83(1995)-  37 59 02.00097(N)    082 11 06.81627(W) AD(       ) 3
 GY3145  NAD 83(1986)-  37 59 02.00693(N)    082 11 06.82067(W) AD(       ) 3
 GY3145  NAD 27      -  37 59 01.65040(N)    082 11 07.32160(W) AD(       ) 3
 GY3145  NGVD 29 (07/19/86)  480.4    (m)         1576.     (f) VERT ANG       
 GY3145
 GY3145.Superseded values are not recommended for survey control.
 GY3145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3145.See file dsdata.txt to determine how the superseded data were derived.
 GY3145
 GY3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9591604690(NAD 83)
 GY3145_MARKER: DS = TRIANGULATION STATION DISK
 GY3145_SETTING: 66 = SET IN ROCK OUTCROP
 GY3145
 GY3145  HISTORY     - Date     Condition        Report By
 GY3145  HISTORY     - 1957     MONUMENTED       CGS
 GY3145
 GY3145                          STATION DESCRIPTION
 GY3145
 GY3145'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3145'THE STATION IS APPROXIMATELY 6.5 MILES NORTHEAST OF BREEDEN, 4 MILES
 GY3145'SOUTHWEST OF HARTS, NEAR THE HEAD OF KIAH CREEK AND ON PROPERTY OWNED
 GY3145'BY MR. CELVE BRYANT.
 GY3145'
 GY3145'TO REACH FROM THE STEEL BRIDGE AT THE WEST EDGE OF HARTS, GO WEST ON
 GY3145'U. S. HIGHWAY 10 FOR 0.05 MILE TO A FORK AT SIGN HARTS CREEK ROAD,
 GY3145'TURN LEFT ON BLACKTOP ROAD FOR 0.2 MILE TO A FORK, TAKE RIGHT FORK
 GY3145'FOR 0.9 MILE TO ANOTHER FORK, TAKE RIGHT FORK, DIRT ROAD, FOR 1.5
 GY3145'MILES TO A FORK, TAKE RIGHT FORK FOR 0.05 MILE TO A FORK, TAKE RIGHT
 GY3145'FORK UP STEEP GRADE FOR 0.5 MILE TO A FORK, TAKE LEFT FORK FOR 0.4
 GY3145'MILE TO A FORK, TAKE LEFT FORK FOR 1.1 MILES TO A FORK, TAKE RIGHT
 GY3145'FORK FOR 0.4 MILE TO A SCHOOL HOUSE ON THE RIGHT, KEEP STRAIGHT
 GY3145'AHEAD PAST SCHOOL FOR 0.1 MILE TO A FORK, (TAKE LEFT FORK 0.2
 GY3145'MILE TO THE AZIMUTH MARK ON THE LEFT), TAKE RIGHT FORK FOR 0.9 MILE
 GY3145'TO THE TOP OF RIDGE AND A FORK AT END OF TRUCK TRAVEL. PACK
 GY3145'LEFT, NORTH, UP POINT OF RIDGE ON WOODS ROAD FOR 0.1 MILE TO A SMALL
 GY3145'CEMETERY, TURN LEFT AT CEMETERY AND PACK UP RIDGE FOR ABOUT 10
 GY3145'MINUTES TO THE TOP OF THE HILL AND THE STATION.
 GY3145'
 GY3145'STATION MARK IS A STANDARD DISK STAMPED KIAH 1957. THE DISK IS SET IN
 GY3145'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE
 GY3145'OF THE GROUND. IT IS 20 FEET NORTH-NORTHEAST OF A TWIN TRUNKED TREE
 GY3145'AND 8 FEET WEST OF A SMALL TREE WITH A TRIANGLE BLAZE ON THE WEST
 GY3145'SIDE.
 GY3145'
 GY3145'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KIAH NO 1 1957, IS SET
 GY3145'IN A DRILL HOLE IN OUTCROPPING BEDROCK. THE OUTCROP IS ABOUT 2 FEET
 GY3145'BY 3 FEET IN SIZE AND IS ABOUT 3 FEET LOWER THAN THE STATION. IT IS
 GY3145'31 FEET NORTHWEST OF A TWIN TRUNKED TREE.
 GY3145'
 GY3145'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KIAH NO 2 1957, IS SET
 GY3145'IN A DRILL HOLE IN OUTCROPPING BEDROCK. THE OUTCROP IS THE EDGE OF A
 GY3145'SMALL BLUFF WHICH IS ABOUT 4 FEET HIGH AND ABOUT 7 FEET LOWER THAN
 GY3145'THE STATION. IT IS 5 INCHES SOUTH OF THE EDGE OF THE BLUFF.
 GY3145'
 GY3145'AZIMUTH MARK IS A STANDARD DISK STAMPED KIAH 1957, SET IN A SQUARE
 GY3145'CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 25 FEET NORTHEAST OF
 GY3145'THE CENTER OF THE DIRT ROAD. A STANDARD WITNESS POST WAS SET 2 FEET
 GY3145'NORTHWEST OF THE MARK. THE MARK IS ABOUT 6 FEET HIGHER THAN THE
 GY3145'ROAD.
 GY3145'
 GY3145'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1446 ***********************************************************************
 JW1446  DESIGNATION -  KIDWELL
 JW1446  PID         -  JW1446
 JW1446  STATE/COUNTY-  WV/HAMPSHIRE
 JW1446  USGS QUAD   -  LARGENT (1973)
 JW1446
 JW1446                         *CURRENT SURVEY CONTROL
 JW1446  ___________________________________________________________________
 JW1446* NAD 83(1995)-  39 23 55.62595(N)    078 29 50.67748(W)     ADJUSTED  
 JW1446* NAVD 88     -       606.8    (meters)    1991.     (feet)  VERTCON   
 JW1446  ___________________________________________________________________
 JW1446  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 JW1446  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JW1446
 JW1446  HORZ ORDER  -  FIRST
 JW1446
 JW1446.The horizontal coordinates were established by classical geodetic methods
 JW1446.and adjusted by the National Geodetic Survey in April 1998..
 JW1446
 JW1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1446
 JW1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1446
 JW1446.The geoid height was determined by GEOID03.
 JW1446
 JW1446;                    North         East     Units Scale Factor Converg.
 JW1446;SPC WV N     -   100,262.054   686,354.865   MT  0.99994856   +0 38 21.9
 JW1446;SPC VA N     - 2,192,274.138 3,500,223.071   MT  1.00004133   +0 00 05.8
 JW1446;SPC VA N     - 7,192,486.07 11,483,648.53   sFT  1.00004133   +0 00 05.8
 JW1446;UTM  17      - 4,364,019.874   715,495.390   MT  1.00017180   +1 35 20.5
 JW1446
 JW1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1446!SPC WV N     -   0.99991004  x   0.99994856  =   0.99985860
 JW1446!SPC VA N     -   0.99991004  x   1.00004133  =   0.99995136
 JW1446!UTM  17      -   0.99991004  x   1.00017180  =   1.00008182
 JW1446
 JW1446:                Primary Azimuth Mark                     Grid Az
 JW1446:SPC WV N     -  KIDWELL AZ MK                            132 16 55.1
 JW1446:SPC VA N     -  KIDWELL AZ MK                            132 55 11.2
 JW1446:UTM  17      -  KIDWELL AZ MK                            131 19 56.5
 JW1446
 JW1446|---------------------------------------------------------------------|
 JW1446| PID    Reference Object                     Distance      Geod. Az  |
 JW1446|                                                           dddmmss.s |
 JW1446| CK7632 KIDWELL AZ MK                                      1325517.0 |
 JW1446| CK7633 KIDWELL RM 1                          7.493 METERS 18328     |
 JW1446| CK7634 KIDWELL RM 2                          8.652 METERS 31036     |
 JW1446|---------------------------------------------------------------------|
 JW1446
 JW1446                          SUPERSEDED SURVEY CONTROL
 JW1446
 JW1446  NAD 83(1995)-  39 23 55.62632(N)    078 29 50.67697(W) AD(       ) 1
 JW1446  NAD 83(1995)-  39 23 55.62751(N)    078 29 50.67968(W) AD(       ) 1
 JW1446  NAD 83(1986)-  39 23 55.62710(N)    078 29 50.68397(W) AD(       ) 1
 JW1446  NAD 27      -  39 23 55.28100(N)    078 29 51.64800(W) AD(       ) 1
 JW1446  NGVD 29 (07/19/86)  607.0    (m)         1991.     (f) VERT ANG       
 JW1446
 JW1446.Superseded values are not recommended for survey control.
 JW1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1446.See file dsdata.txt to determine how the superseded data were derived.
 JW1446
 JW1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD1549564020(NAD 83)
 JW1446_MARKER: DS = TRIANGULATION STATION DISK
 JW1446_SETTING: 80 = SET IN A BOULDER
 JW1446_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1446
 JW1446  HISTORY     - Date     Condition        Report By
 JW1446  HISTORY     - 1927     MONUMENTED       CGS
 JW1446  HISTORY     - 1935     GOOD             CGS
 JW1446  HISTORY     - 1941     GOOD             CGS
 JW1446
 JW1446                          STATION DESCRIPTION
 JW1446
 JW1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WN)
 JW1446'STATION IS ABOUT 11 MILES SE OF PAW PAW, 2 MILES NE OF
 JW1446'SLANESVILLE, AND 4
 JW1446'MILES W OF CACAPON FORKS.
 JW1446'
 JW1446'ALL MARKS ARE STANDARD DISKS SET IN ROCKS.
 JW1446
 JW1446                          STATION RECOVERY (1935)
 JW1446
 JW1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JW1446'THE STATION AND REFERENCE MARKS RECOVERED.  FOUND IN GOOD CONDITION,
 JW1446'AND AS DESCRIBED
 JW1446'EXCEPT THAT THE ANGLE ROUND TO REFERENCE MARK
 JW1446'NO. 1 IS 49 DEG INSTEAD OF 229
 JW1446'DEG, AND THE ANGLE FROM ROUND TO REFERENCE
 JW1446'MARK NO. 2 IS 177 DEG INSTEAD OF 357 DEG.  THE
 JW1446'STATION IS ON THE SOUTHWESTERN
 JW1446'PART OF SLANT MOUNTAIN ON PROPERTY BELONGING TO MRS. MARY
 JW1446'SCOTLER, WHO
 JW1446'LIVES NEAR THE W SIDE BASE OF THE MOUNTAIN, NE OF
 JW1446'SLANESVILLE.
 JW1446
 JW1446                          STATION RECOVERY (1941)
 JW1446
 JW1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1446'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 JW1446'DESCRIBED BY W.
 JW1446'MUSSETTER IN 1927 EXCEPT THAT THE DIRECTION TO
 JW1446'EACH OF THE REFERENCE MARKS IS IN
 JW1446'ERROR 180 DEG.  NEW DESCRIPTION-
 JW1446'
 JW1446'THE STATION IS ABOUT 2 MILES NE OF THE VILLAGE OF SLANESVILLE
 JW1446'ON A SUMMIT NEAR
 JW1446'THE CENTER OF A NORTHERLY-SOUTHERLY RIDGE ON THE
 JW1446'PROPERTY OF MRS. MARY SCOTLER.  IT
 JW1446'IS HALFWAY BETWEEN ROCK OUTCROPS
 JW1446'AND 25 FEET E OF THE HIGHEST POINT IN THE CLOSE
 JW1446'VICINITY.
 JW1446'
 JW1446'STATION MARK IS A STANDARD BRONZE DISK, STAMPED KIDWELL
 JW1446'1927, WEDGED IN A
 JW1446'DRILL HOLE IN A BOULDER PROJECTING ABOUT 2 FEET.
 JW1446'
 JW1446'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED KIDWELL
 JW1446'R.M. 1 1927,
 JW1446'WEDGED IN A DRILL HOLE IN A BOULDER, PROJECTING ABOUT
 JW1446'4 FEET.
 JW1446'
 JW1446'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK, STAMPED KIDWELL
 JW1446'R.M. 2 1927,
 JW1446'WEDGED IN A DRILL HOLE ON THE RIDGE OF A LARGE ROCK
 JW1446'WHICH PROJECTS ABOUT 4 FEET.
 JW1446'
 JW1446'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KIDWELL 1941,
 JW1446'SET IN THE SW TOP
 JW1446'CORNER OF THE CONCRETE FOUNDATION OF AN IRON
 JW1446'SIGN POST, PROJECTING 1 FOOT.  IT IS
 JW1446'BESIDE THE STATE HIGHWAY 45
 JW1446'NEAR A SERVICE STATION.  IT IS 25 FEET NW OF THE CENTER
 JW1446'LINE OF THE
 JW1446'HIGHWAY AND 50 FEET SW OF THE PROJECTED PLANE OF THE MOST
 JW1446'SOUTHWESTERLY WALL OF
 JW1446'THE SERVICE STATION.
 JW1446'
 JW1446'TO REACH THE STATION FROM THE CROSSROADS 1/4 MILE SE OF
 JW1446'SLANESVILLE, GO NE
 JW1446'ON STATE HIGHWAY 45 FOR 2.3 MILES TO A SERVICE
 JW1446'STATION AND THE AZIMUTH MARK ON THE
 JW1446'LEFT, THENCE CONTINUE STRAIGHT
 JW1446'AHEAD 0.2 MILE TO A CROSSROADS AND TURN LEFT, THENCE
 JW1446'NORTHWESTERLY
 JW1446'ON THE MAIN-TRAVELED ROAD 1.0 MILE AND TURN LEFT ONTO WOODS ROAD,
 JW1446'THENCE 0.1 MILE
 JW1446'AND TAKE LEFT FORK STRAIGHT AHEAD, THENCE 0.3 MILE
 JW1446'TO BASE OF STEEP HILL JUST BEYOND
 JW1446'AN OLD HOUSE PLACE.  THIS IS THE
 JW1446'END OF TRUCK TRAVEL.  THENCE CLIMB AFOOT UP HILL AND
 JW1446'GO SOUTHERLY
 JW1446'ALONG THE RIDGE TOP TO THE STATION.  THE CLIMB AFOOT REQUIRED 45
 JW1446'MINUTES.
 JW1446'
 JW1446'A 50-FOOT TOWER IS REQUIRED TO CLEAR LOCAL OBSTRUCTIONS IN
 JW1446'THOSE DIRECTIONS
 JW1446'WITHIN 50 DEG OF N OR S.
 JW1446'
 JW1446'A 37-FOOT TOWER IS REQUIRED TO CLEAR LOCAL OBSTRUCTIONS IN
 JW1446'ALL OTHER
 JW1446'DIRECTIONS, AND SUCH CLEARANCE MAKES INTERVISIBILITY BETWEEN
 JW1446'THIS AND ALL STATIONS
 JW1446'OBSERVED AT WHICH THE SAME CONDITION
 JW1446'IS FULFILLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2211 ***********************************************************************
 JX2211  DESIGNATION -  KING
 JX2211  PID         -  JX2211
 JX2211  STATE/COUNTY-  WV/JACKSON
 JX2211  USGS QUAD   -  PORTLAND (1994)
 JX2211
 JX2211                         *CURRENT SURVEY CONTROL
 JX2211  ___________________________________________________________________
 JX2211* NAD 83(1995)-  39 03 51.83710(N)    081 45 24.12806(W)     ADJUSTED  
 JX2211* NAVD 88     -       305.5    (meters)    1002.     (feet)  VERTCON   
 JX2211  ___________________________________________________________________
 JX2211  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 JX2211  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JX2211
 JX2211  HORZ ORDER  -  FIRST
 JX2211
 JX2211.The horizontal coordinates were established by classical geodetic methods
 JX2211.and adjusted by the National Geodetic Survey in April 1998..
 JX2211
 JX2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2211
 JX2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2211
 JX2211.The geoid height was determined by GEOID03.
 JX2211
 JX2211;                    North         East     Units Scale Factor Converg.
 JX2211;SPC WV S     -   229,405.809   534,506.940   MT  1.00004361   -0 28 04.0
 JX2211;SPC OH S     -   118,427.134   664,326.951   MT  0.99995141   +0 28 17.9
 JX2211;SPC WV N     -    65,110.940   404,710.130   MT  0.99998845   -1 26 21.3
 JX2211;UTM  17      - 4,324,195.510   434,534.869   MT  0.99965277   -0 28 36.8
 JX2211
 JX2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2211!SPC WV S     -   0.99995743  x   1.00004361  =   1.00000104
 JX2211!SPC OH S     -   0.99995743  x   0.99995141  =   0.99990884
 JX2211!SPC WV N     -   0.99995743  x   0.99998845  =   0.99994588
 JX2211!UTM  17      -   0.99995743  x   0.99965277  =   0.99961022
 JX2211
 JX2211:                Primary Azimuth Mark                     Grid Az
 JX2211:SPC WV S     -  BELLEVILLE                               014 46 15.1
 JX2211:SPC OH S     -  BELLEVILLE                               013 49 53.2
 JX2211:SPC WV N     -  BELLEVILLE                               015 44 32.4
 JX2211:UTM  17      -  BELLEVILLE                               014 46 47.9
 JX2211
 JX2211|---------------------------------------------------------------------|
 JX2211| PID    Reference Object                     Distance      Geod. Az  |
 JX2211|                                                           dddmmss.s |
 JX2211| JX2201 BELLEVILLE                          APPROX. 6.3 KM 0141811.1 |
 JX2211| CD1907 KING RM 1                            11.586 METERS 07159     |
 JX2211| CD1908 KING RM 2                            10.851 METERS 18633     |
 JX2211|---------------------------------------------------------------------|
 JX2211
 JX2211                          SUPERSEDED SURVEY CONTROL
 JX2211
 JX2211  NAD 83(1995)-  39 03 51.84046(N)    081 45 24.13375(W) AD(       ) 1
 JX2211  NAD 83(1986)-  39 03 51.84101(N)    081 45 24.13328(W) AD(       ) 1
 JX2211  NAD 27      -  39 03 51.55893(N)    081 45 24.65984(W) AD(       ) 1
 JX2211  NGVD 29 (07/19/86)  305.7    (m)         1003.     (f) VERT ANG       
 JX2211
 JX2211.Superseded values are not recommended for survey control.
 JX2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2211.See file dsdata.txt to determine how the superseded data were derived.
 JX2211
 JX2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD3453524196(NAD 83)
 JX2211_MARKER: DD = SURVEY DISK
 JX2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2211_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2211
 JX2211  HISTORY     - Date     Condition        Report By
 JX2211  HISTORY     - 1975     MONUMENTED       NGS
 JX2211
 JX2211                          STATION DESCRIPTION
 JX2211
 JX2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX2211'THE STATION IS ABOUT 8 MILES NORTH OF RAVENSWOOD, 5 MILES
 JX2211'SOUTH OF BELLEVILLE ON WHAT IS LOCALLY KNOWN AS MILHOAN
 JX2211'RIDGE AND IS ON PROPERTY OF MR.H.W. KING WHO LIVES IN THE
 JX2211'FIRST HOUSE NORTHEAST OF THE STATION.
 JX2211'
 JX2211'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2
 JX2211'AND 56 IN RAVENSWOOD, GO NORTHERLY ON HIGHWAY 2 FOR 9.0 MILES
 JX2211'TO MILHOAN RIDGE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST
 JX2211'ON MILHOAN RIDGE ROAD FOR 1.5 MILES TO AN OLD RED SCHOOL HOUSE
 JX2211'ON THE LEFT.  CONTINUE AHEAD FOR 0.05 MILE TO THE MILHOAN
 JX2211'CHURCH ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.05 MILE
 JX2211'TO A GATE JUST SOUTHEAST OF THE CHURCH.  PASS THROUGH THE GATE
 JX2211'AND TURN LEFT FOR 0.05 MILE TO THE TOP OF THE RIDGE, BEAR LEFT
 JX2211'AND GO NORTH TO TOP OF HILL AND THE STATION.
 JX2211'
 JX2211'STATION MARKS ARE STANDARD DISKS STAMPED---KING 1975---.  SURFACE
 JX2211'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JX2211'MONUMENT THAT IS FLUSH WITH THE GROUND.  THERE ARE NO PROMINENT
 JX2211'OBJECTS TO MAKE LOCAL MEASUREMENTS TO.  THE UNDERGROUND DISK
 JX2211'IS CEMENTED IN A DRILL HOLE IN BEDROCK 18 INCHES BELOW THE
 JX2211'GROUND SURFACE.
 JX2211'
 JX2211'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---KING NO 1 1975---,
 JX2211'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 4 INCHES BELOW
 JX2211'THE GROUND SURFACE.
 JX2211'
 JX2211'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---KING NO 2 1975---,
 JX2211'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 8 INCHES BELOW
 JX2211'THE GROUND SURFACE.
 JX2211'
 JX2211'STATION BELLEVILLE 1975 WILL SERVE AS THE AZIMUTH MARK.
 JX2211'HEIGHT OF LIGHT ABOVE MARK WAS 3.3 METERS.
 JX2211'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO THE CREST OF THE
 JX2211'HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2121 ***********************************************************************
 JX2121  DESIGNATION -  KING KNOB
 JX2121  PID         -  JX2121
 JX2121  STATE/COUNTY-  WV/RITCHIE
 JX2121  USGS QUAD   -  HARRISVILLE (1975)
 JX2121
 JX2121                         *CURRENT SURVEY CONTROL
 JX2121  ___________________________________________________________________
 JX2121* NAD 83(1995)-  39 07 40.28645(N)    081 03 20.27268(W)     ADJUSTED  
 JX2121* NAVD 88     -       386.29   (+/-2cm)    1267.4    (feet)  VERTCON   
 JX2121  ___________________________________________________________________
 JX2121  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 JX2121  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX2121
 JX2121  HORZ ORDER  -  SECOND
 JX2121  VERT ORDER  -  THIRD ? (See Below)
 JX2121
 JX2121.The horizontal coordinates were established by classical geodetic methods
 JX2121.and adjusted by the National Geodetic Survey in April 1998..
 JX2121
 JX2121.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2121.The vertical order pertains to the NGVD 29 superseded value.
 JX2121
 JX2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2121
 JX2121.The geoid height was determined by GEOID03.
 JX2121
 JX2121;                    North         East     Units Scale Factor Converg.
 JX2121;SPC WV N     -    70,867.408   465,493.764   MT  0.99997829   -0 59 31.7
 JX2121;SPC WV S     -   236,185.216   595,189.251   MT  1.00006127   -0 02 03.8
 JX2121;UTM  17      - 4,330,966.679   495,191.470   MT  0.99960028   -0 02 06.4
 JX2121
 JX2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2121!SPC WV N     -   0.99994465  x   0.99997829  =   0.99992295
 JX2121!SPC WV S     -   0.99994465  x   1.00006127  =   1.00000592
 JX2121!UTM  17      -   0.99994465  x   0.99960028  =   0.99954496
 JX2121
 JX2121|---------------------------------------------------------------------|
 JX2121| PID    Reference Object                     Distance      Geod. Az  |
 JX2121|                                                           dddmmss.s |
 JX2121| JX2120 KING USGS 1956                       13.314 METERS 03304     |
 JX2121| CD1910 KING KNOB RM 1                       16.078 METERS 04629     |
 JX2121| CD1909 KING KNOB AZ MK                                    2295413.6 |
 JX2121| CD1911 KING KNOB RM 2                       17.450 METERS 32356     |
 JX2121|---------------------------------------------------------------------|
 JX2121
 JX2121                          SUPERSEDED SURVEY CONTROL
 JX2121
 JX2121  NAD 83(1986)-  39 07 40.29164(N)    081 03 20.28057(W) AD(       ) 2
 JX2121  NAD 27      -  39 07 39.99720(N)    081 03 20.88240(W) AD(       ) 2
 JX2121  NGVD 29 (07/19/86)  386.46   (m)         1267.9    (f) LEVELING    3  
 JX2121
 JX2121.Superseded values are not recommended for survey control.
 JX2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2121.See file dsdata.txt to determine how the superseded data were derived.
 JX2121
 JX2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9519130967(NAD 83)
 JX2121_MARKER: DS = TRIANGULATION STATION DISK
 JX2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2121
 JX2121  HISTORY     - Date     Condition        Report By
 JX2121  HISTORY     - 1956     MONUMENTED       CGS
 JX2121  HISTORY     - 1973     GOOD             LOCSUR
 JX2121
 JX2121                          STATION DESCRIPTION
 JX2121
 JX2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX2121'THE STATION IS LOCATED ON A PROMINENT KNOB, LOCALLY KNOWN AS KING
 JX2121'KNOB, THAT IS LOCATED ABOUT
 JX2121'4 MILES NORTH NORTHEAST OF SMITHVILLE AND 7 MILES SOUTHWEST OF
 JX2121'PULLMAN.  IT IS 35 FEET SOUTHWEST
 JX2121'OF A TRIANGLE BLAZED TREE, 8 FEET NORTH OF A WITNESS POST AND
 JX2121'43 FEET NORTHEAST OF A HIGH-LINE POLE.
 JX2121'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 JX2121'IS STAMPED KING KNOB 1956.
 JX2121'
 JX2121'REFERENCE MARK NO. 1 IS 80 FEET SOUTH OF A HIGH-LINE POLE AND 22 FEET
 JX2121'NORTH OF A TRIANGLE BLAZED
 JX2121'TREE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 JX2121'KING KNOB NO 1 1956.
 JX2121'
 JX2121'REFERENCE MARK NO. 2 THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 JX2121'STAMPED KING KNOB NO 2
 JX2121'1956.
 JX2121'
 JX2121'AZIMUTH MARK IS 20 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 JX2121'HIGHWAY 16, 9 FEET
 JX2121'NORTHEAST OF A TELEPHONE POLE AND 4 FEET NORTHEAST OF A WITNESS POST.
 JX2121'THE MARK PROJECTS ABOUT 4 INCHES
 JX2121'AND THE DISK IS STAMPED KING KNOB 1956.
 JX2121'
 JX2121'KING (USGS) IS 22 FEET NORTH OF A TRIANGLE BLAZED TREE AND 41 FEET
 JX2121'SOUTH OF A HIGH-LINE POLE.
 JX2121'THE MARK IS A CONCRETE POST THAT PROJECTS ABOUT 2 INCHES AND
 JX2121'APPARENTLY THE DISK HAS BEEN REMOVED
 JX2121'FROM THE MARK.  A NAIL WAS DRIVEN IN THE APPROXIMATE CENTER
 JX2121'OF HOLE IN TOP OF MARK AND A TRAVERSE
 JX2121'CONNECTION WAS MADE FROM THE NAIL TO STATION
 JX2121'KING KNOB.
 JX2121'
 JX2121'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 47 AND
 JX2121'STATE ROUTE 16 AT THE WEST
 JX2121'EDGE OF SMITHVILLE, GO NORTHERLY ON STATE ROUTE 16 FOR 3.35 MILES TO
 JX2121'KING KNOB, METHODIST CHURCH ON
 JX2121'LEFT, CONTINUE NORTHERLY ON STATE ROUTE 16 FOR 0.5 MILE
 JX2121'TO AZIMUTH MARK ON LEFT.  CONTINUE NORTHERLY ON
 JX2121'STATE ROUTE 16 FOR 0.4 MILE TO WHERE
 JX2121'STATE ROUTE 16 TURNS RIGHT OR EASTERLY TO THE EAST SIDE OF KNOB
 JX2121'AND HIGH-LINE CONTINUE STRAIGHT
 JX2121'AHEAD NORTHERLY TO TOP OF KNOB.  THIS IS THE END OF TRUCK TRAVEL,
 JX2121'FROM HERE GO NORTHERLY FOLLOWING
 JX2121'HIGH-LINE FOR ABOUT 0.2 MILE TO TOP OF KNOB AND STATION.
 JX2121'
 JX2121'HEIGHT OF LIGHT ABOVE STATION MARK 18.01 METERS.
 JX2121
 JX2121                          STATION RECOVERY (1973)
 JX2121
 JX2121'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (BRS)
 JX2121'KING (USGS) NOTHING FOUND OF THIS BUT A PILE OF CRUMBLED UP
 JX2121'CONCRETE - NO MARK LEFT.
 JX2121'
 JX2121'KING KNOB 1956 AZIMUTH MARK - NOT FOUND DUE TO ROAD
 JX2121'WIDENING - PROBABLY COVERED UP.
 JX2121'
 JX2121'ALL OTHER MARKS AT THIS STATION FOUND IN GOOD SHAPE.
 JX2121'
 JX2121'DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHERLY, 4.45 MILES
 JX2121'FROM SMITHVILLE, W.VA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2120 ***********************************************************************
 JX2120  DESIGNATION -  KING USGS 1956
 JX2120  PID         -  JX2120
 JX2120  STATE/COUNTY-  WV/RITCHIE
 JX2120  USGS QUAD   -  HARRISVILLE (1975)
 JX2120
 JX2120                         *CURRENT SURVEY CONTROL
 JX2120  ___________________________________________________________________
 JX2120* NAD 83(1995)-  39 07 40.64828(N)    081 03 19.97029(W)     ADJUSTED  
 JX2120* NAVD 88     -       385.83   (+/-2cm)    1265.8    (feet)  VERTCON   
 JX2120  ___________________________________________________________________
 JX2120  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 JX2120  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX2120
 JX2120  HORZ ORDER  -  SECOND
 JX2120  VERT ORDER  -  THIRD ? (See Below)
 JX2120
 JX2120.The horizontal coordinates were established by classical geodetic methods
 JX2120.and adjusted by the National Geodetic Survey in April 1998..
 JX2120
 JX2120.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2120.The vertical order pertains to the NGVD 29 superseded value.
 JX2120
 JX2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2120
 JX2120.The geoid height was determined by GEOID03.
 JX2120
 JX2120;                    North         East     Units Scale Factor Converg.
 JX2120;SPC WV N     -    70,878.439   465,501.219   MT  0.99997827   -0 59 31.5
 JX2120;SPC WV S     -   236,196.370   595,196.522   MT  1.00006130   -0 02 03.6
 JX2120;UTM  17      - 4,330,977.829   495,198.737   MT  0.99960028   -0 02 06.2
 JX2120
 JX2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2120!SPC WV N     -   0.99994473  x   0.99997827  =   0.99992300
 JX2120!SPC WV S     -   0.99994473  x   1.00006130  =   1.00000602
 JX2120!UTM  17      -   0.99994473  x   0.99960028  =   0.99954503
 JX2120
 JX2120                          SUPERSEDED SURVEY CONTROL
 JX2120
 JX2120  NAD 83(1986)-  39 07 40.65347(N)    081 03 19.97818(W) AD(       ) 2
 JX2120  NAD 27      -  39 07 40.35910(N)    081 03 20.58000(W) AD(       ) 2
 JX2120  NGVD 29 (07/19/86)  386.00   (m)         1266.4    (f) LEVELING    3  
 JX2120
 JX2120.Superseded values are not recommended for survey control.
 JX2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2120.See file dsdata.txt to determine how the superseded data were derived.
 JX2120
 JX2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9519930978(NAD 83)
 JX2120_MARKER: N = NAIL
 JX2120_SETTING: 0 = UNSPECIFIED SETTING
 JX2120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2120
 JX2120  HISTORY     - Date     Condition        Report By
 JX2120  HISTORY     - 1956     MONUMENTED       USGS
 JX2120
 JX2120                          STATION DESCRIPTION
 JX2120
 JX2120'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JX2120'THE STATION IS LOCATED ON A PROMINENT KNOB, LOCALLY KNOWN AS KING
 JX2120'KNOB, THAT IS LOCATED ABOUT
 JX2120'4 MILES NORTH NORTHEAST OF SMITHVILLE AND 7 MILES SOUTHWEST OF
 JX2120'PULLMAN.
 JX2120'
 JX2120'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 47 AND
 JX2120'STATE ROUTE 16 AT THE WEST
 JX2120'EDGE OF SMITHVILLE, GO NORTHERLY ON STATE ROUTE 16 FOR 3.35 MILES TO
 JX2120'KING KNOB, METHODIST CHURCH ON
 JX2120'LEFT, CONTINUE NORTHERLY ON STATE ROUTE 16 FOR 0.5 MILE
 JX2120'TO AZIMUTH MARK ON LEFT.  CONTINUE NORTHERLY ON
 JX2120'STATE ROUTE 16 FOR 0.4 MILE TO WHERE
 JX2120'STATE ROUTE 16 TURNS RIGHT OR EASTERLY TO THE EAST SIDE OF KNOB
 JX2120'AND HIGH-LINE CONTINUE STRAIGHT
 JX2120'AHEAD NORTHERLY TO TOP OF KNOB.  THIS IS THE END OF TRUCK TRAVEL,
 JX2120'FROM HERE GO NORTHERLY FOLLOWING
 JX2120'HIGH-LINE FOR ABOUT 0.2 MILE TO TOP OF KNOB AND STATION.
 JX2120'
 JX2120'KING (USGS) IS 22 FEET NORTH OF A TRIANGLE BLAZED TREE AND 41 FEET
 JX2120'SOUTH OF A HIGH-LINE POLE.
 JX2120'THE MARK IS A CONCRETE POST THAT PROJECTS ABOUT 2 INCHES AND
 JX2120'APPARENTLY THE DISK HAS BEEN REMOVED
 JX2120'FROM THE MARK.  A NAIL WAS DRIVEN IN THE APPROXIMATE CENTER
 JX2120'OF HOLE IN TOP OF MARK AND A TRAVERSE
 JX2120'CONNECTION WAS MADE FROM THE NAIL TO STATION
 JX2120'KING KNOB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2110 ***********************************************************************
 JX2110  DESIGNATION -  KINGS
 JX2110  PID         -  JX2110
 JX2110  STATE/COUNTY-  WV/PLEASANTS
 JX2110  USGS QUAD   -  SCHULTZ (1975)
 JX2110
 JX2110                         *CURRENT SURVEY CONTROL
 JX2110  ___________________________________________________________________
 JX2110* NAD 83(1995)-  39 21 57.17889(N)    081 09 31.95383(W)     ADJUSTED  
 JX2110* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 JX2110  ___________________________________________________________________
 JX2110  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 JX2110  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JX2110
 JX2110  HORZ ORDER  -  THIRD
 JX2110
 JX2110.The horizontal coordinates were established by classical geodetic methods
 JX2110.and adjusted by the National Geodetic Survey in April 1998..
 JX2110
 JX2110.The orthometric height was scaled from a topographic map.
 JX2110
 JX2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2110
 JX2110.The geoid height was determined by GEOID03.
 JX2110
 JX2110;                    North         East     Units Scale Factor Converg.
 JX2110;SPC WV N     -    97,447.298   457,055.696   MT  0.99995099   -1 03 28.8
 JX2110;UTM  17      - 4,357,392.329   486,313.774   MT  0.99960231   -0 06 02.8
 JX2110
 JX2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2110!SPC WV N     -   0.99994588  x   0.99995099  =   0.99989687
 JX2110!UTM  17      -   0.99994588  x   0.99960231  =   0.99954821
 JX2110
 JX2110:                Primary Azimuth Mark                     Grid Az
 JX2110:SPC WV N     -  KINGS AZ MK                              006 55 30.5
 JX2110:UTM  17      -  KINGS AZ MK                              005 58 04.5
 JX2110
 JX2110|---------------------------------------------------------------------|
 JX2110| PID    Reference Object                     Distance      Geod. Az  |
 JX2110|                                                           dddmmss.s |
 JX2110| CD1912 KINGS AZ MK                                        0055201.7 |
 JX2110| CD1913 KINGS RM 1                           15.895 METERS 09505     |
 JX2110| JX2109 PLEASANTS RADIO KQN 31 N MAST       APPROX. 7.2 KM 2013132.2 |
 JX2110| CD1914 KINGS RM 2                           27.753 METERS 34253     |
 JX2110|---------------------------------------------------------------------|
 JX2110
 JX2110                          SUPERSEDED SURVEY CONTROL
 JX2110
 JX2110  NAD 83(1986)-  39 21 57.18386(N)    081 09 31.96189(W) AD(       ) 3
 JX2110  NAD 27      -  39 21 56.90980(N)    081 09 32.55440(W) AD(       ) 3
 JX2110
 JX2110.Superseded values are not recommended for survey control.
 JX2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2110.See file dsdata.txt to determine how the superseded data were derived.
 JX2110
 JX2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD8631457392(NAD 83)
 JX2110_MARKER: DS = TRIANGULATION STATION DISK
 JX2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2110_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2110
 JX2110  HISTORY     - Date     Condition        Report By
 JX2110  HISTORY     - 1963     MONUMENTED       CGS
 JX2110
 JX2110                          STATION DESCRIPTION
 JX2110
 JX2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2110'THE STATION IS LOCATED ON A WOODED TOP HILL, NEAR THE EAST END AND ON
 JX2110'THE HIGHEST POINT ON KINGS
 JX2110'RIDGE, ABOUT 0.25 MILE SOUTHWEST OF U.S. HIGHWAY ALTERNATE 50 AND
 JX2110'ATATE HIGHWAY 16, ABOUT 3 MILES
 JX2110'SOUTHEAST OF ST MARYS.  IT IS 130 FEET SOUTHWEST OF A TELEPHONE
 JX2110'POLE, 39 FEET NORTHWEST OF THE TELEPHONE
 JX2110'RIGHT-OF-WAY LINE, 20 FEET SOUTH OF THE SOUTH
 JX2110'EDGE OF A CULTIVATED FIELD, 13 FEET NORTHWEST OF A 4 INCH
 JX2110'JPINE TREE, 7 FEET NORTH OF A 4 INCH
 JX2110'PINE TREE, AND 3 FEET NORTH OF A WITNESS POST.  THE MONUMENT PROJECTS
 JX2110'1 INCH AND THE DISK IS STAMPED KINGS
 JX2110'1963.
 JX2110'
 JX2110'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2, 16 AND U.S. HIGHWAY
 JX2110'ALTERNATE 50, AT THE HIGH
 JX2110'SCHOOL IN THE NORTH EDGE OF ST. MARYS, GO EASTERLY ON U.S. HIGHWAY
 JX2110'ALTERNATE 50 AND STATE HIGHWAY 16 FOR
 JX2110'3.5 MILES TO A POINT WHERE THE HIGHWAY PASSES UNDER A POWER
 JX2110'LINE, AND THE AZIMUTH MARK ABOUT 100 FEET
 JX2110'SOUTH.  CONTINUE SOUTHERLY ON THE HIGHWAY FOR
 JX2110'0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST
 JX2110'ON A GRAVELED ROAD FOR 0.25 MILE TO
 JX2110'A TRIANGULAR BLAZED LOCUST TREE ON THE RIGHT AND A FILED ENTRANCE ON
 JX2110'THE LEFT.  TURN LEFT INTO THE FIELD,
 JX2110'THEN RIGHT ON A TRACK ROAD UPHILL, PASSING TO THE EAST AND
 JX2110'SOUTH SIDE OF A CULTIVATED FIELD FOR 0.1
 JX2110'MILE TO THE STATION AT A POINT WHERE THE
 JX2110'TELEPHONE RIGHT-OF-WAY ENTERS THE WOODS.
 JX2110'
 JX2110'REFERENCE MARK 1 IS 101 FEET SOUTH OF THE TELEPHONE POLE, 52 FEET
 JX2110'EAST OF THE WITNESS POST,
 JX2110'21 FEET SOUTHEAST OF A 6 INCH PINE TREE, 12 FEET NORTH OF A 6 INCH
 JX2110'PINE TREE, AND 8 FEET SOUTHEAST OF
 JX2110'THE TELEPHONE RIGHT-OF-WAY.  THE MONUMENT PROJECTS 1
 JX2110'INCH AND THE DISK IS STAMPED KINGS NO 1 1963.
 JX2110'
 JX2110'REFERENCE MARK 2 IS 124 FEET WEST OF THE TELEPHONE POLE, AND 2 FEET
 JX2110'NORTH OF THE NORTH EDGE OF
 JX2110'THE CULTIVATED FIELD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JX2110'KINGS NO 2 1963.
 JX2110'
 JX2110'THE AZIMUTH MARK IS 157 FEET SOUTHWEST OF THE SOUTH 1 OF 3 POWER
 JX2110'POLES, 65 FEET NORTH OF A
 JX2110'POWER POLE, 23 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY ALTERNATE
 JX2110'50 AND STATE HIGHWAY 16, 5 FEET
 JX2110'EAST OF A WIRE GUARD RAIL, AND 5 FEET SOUTHEAST OF A
 JX2110'WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 JX2110'DISK IS STAMPED KINGS 1963.
 JX2110'
 JX2110'NO MEASUREMENT BETWEEN RMS, TREES ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1308 ***********************************************************************
 JW1308  DESIGNATION -  KINGWOOD
 JW1308  PID         -  JW1308
 JW1308  STATE/COUNTY-  WV/PRESTON
 JW1308  USGS QUAD   -  KINGWOOD (1976)
 JW1308
 JW1308                         *CURRENT SURVEY CONTROL
 JW1308  ___________________________________________________________________
 JW1308* NAD 83(1995)-  39 28 20.45308(N)    079 41 13.98685(W)     ADJUSTED  
 JW1308* NAVD 88     -       565.91   (+/-2cm)    1856.7    (feet)  VERTCON   
 JW1308  ___________________________________________________________________
 JW1308  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 JW1308  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JW1308
 JW1308  HORZ ORDER  -  SECOND
 JW1308  VERT ORDER  -  THIRD ? (See Below)
 JW1308
 JW1308.The horizontal coordinates were established by classical geodetic methods
 JW1308.and adjusted by the National Geodetic Survey in April 1998..
 JW1308
 JW1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1308.The vertical order pertains to the NGVD 29 superseded value.
 JW1308
 JW1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1308
 JW1308.The geoid height was determined by GEOID03.
 JW1308
 JW1308;                    North         East     Units Scale Factor Converg.
 JW1308;SPC WV N     -   107,963.788   583,891.220   MT  0.99994432   -0 07 09.9
 JW1308;UTM  17      - 4,370,018.124   612,918.282   MT  0.99975699   +0 50 04.7
 JW1308
 JW1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1308!SPC WV N     -   0.99991618  x   0.99994432  =   0.99986051
 JW1308!UTM  17      -   0.99991618  x   0.99975699  =   0.99967319
 JW1308
 JW1308:                Primary Azimuth Mark                     Grid Az
 JW1308:SPC WV N     -  CADDELL MTN WU MICROWAVE                 115 08 27.8
 JW1308:UTM  17      -  CADDELL MTN WU MICROWAVE                 114 11 13.2
 JW1308
 JW1308|---------------------------------------------------------------------|
 JW1308| PID    Reference Object                     Distance      Geod. Az  |
 JW1308|                                                           dddmmss.s |
 JW1308| JW1305 CADDELL MTN WU MICROWAVE            APPROX. 7.5 KM 1150117.9 |
 JW1308| CX3966 KINGWOOD RM 1                        10.707 METERS 18249     |
 JW1308| JW1309 KINGWOOD RM 2 1975                   14.851 METERS 27133     |
 JW1308|---------------------------------------------------------------------|
 JW1308
 JW1308                          SUPERSEDED SURVEY CONTROL
 JW1308
 JW1308  NAD 83(1995)-  39 28 20.45576(N)    079 41 13.99318(W) AD(       ) 2
 JW1308  NAD 83(1986)-  39 28 20.45936(N)    079 41 13.99574(W) AD(       ) 2
 JW1308  NAD 27      -  39 28 20.13787(N)    079 41 14.80469(W) AD(       ) 2
 JW1308  NGVD 29 (07/19/86)  566.08   (m)         1857.2    (f) LEVELING    3  
 JW1308
 JW1308.Superseded values are not recommended for survey control.
 JW1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1308.See file dsdata.txt to determine how the superseded data were derived.
 JW1308
 JW1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1291870018(NAD 83)
 JW1308_MARKER: DS = TRIANGULATION STATION DISK
 JW1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1308_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1308+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 JW1308
 JW1308  HISTORY     - Date     Condition        Report By
 JW1308  HISTORY     - 1975     MONUMENTED       NGS
 JW1308  HISTORY     - 19951021 GOOD             USPSQD
 JW1308  HISTORY     - 20051008 GOOD             FRELAN
 JW1308
 JW1308                          STATION DESCRIPTION
 JW1308
 JW1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1308'THE STATION IS IN THE TOWN OF KINGWOOD IN THE NORTHEAST ANGLE
 JW1308'OF THE INTERSECTION OF MAIN AND PRICE STREETS.  IT IS ON LAND
 JW1308'OWNED BY THE ALBRIGHT NATIONAL BANK, ALONG THE WEST SIDE OF
 JW1308'THE PARKING LOT FOR THEIR DRIVE-IN BANK.  PERMISSION WAS
 JW1308'GRANTED BY MR. E.D. GRANDE, VICE PRESIDENT OF THE BANK.  HIS
 JW1308'OFFICE IS IN THE MAIN BANK BUILDING 1/2 BLOCK WEST OF THE
 JW1308'STATION.  MR. RONALD WHITE, RECORDER FOR THE CITY, GAVE
 JW1308'PERMISSION FOR THE REFERENCE MARKS WHICH ARE LOCATED ON CITY
 JW1308'PROPERTY.  HIS OFFICE IS IN THE CITY HALL.
 JW1308'
 JW1308'THE STATION MARKS ARE STANDARD DISKS STAMPED---KINGWOOD 1975---.
 JW1308'THE SURFACE MARK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 JW1308'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE GROUND AND ABOUT
 JW1308'1 INCH ABOVE THE ADJACENT SIDEWALK.  THE UNDERGROUND MARK IS SET
 JW1308'IN AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 JW1308'GROUND SURFACE.  THE STATION IS 127.2 FEET NORTH OF THE
 JW1308'CENTERLINE OF MAIN STREET, 26.0 FEET EAST OF THE CENTERLINE OF
 JW1308'PRICE STREET, 0.5 FOOT WEST OF AN IRON PIPE FENCE AT THE WEST
 JW1308'EDGE OF THE DRIVE-IN BANK PARKING LOT, AND 40.5 FEET NORTH OF
 JW1308'THE NORTHWEST CORNER OF A BUILDING ON THE NORTHEAST CORNER
 JW1308'OF THE INTERSECTION.  THE BUILDING, ORIGINALLY A BANK,
 JW1308'HOUSES OFFICES OF THE WEST VIRGINIA DEPARTMENT OF
 JW1308'EMPLOYMENT SECURITY.
 JW1308'
 JW1308'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---KINGWOOD NO 1
 JW1308'1975---, CEMENTED IN A DRILL HOLE AND FLUSH WITH THE SURFACE OF THE
 JW1308'CONCRETE SIDEWALK ALONG THE EAST SIDE OF PRICE STREET.  IT IS
 JW1308'92.0 FEET NORTH OF THE CENTERLINE OF MAIN STREET, 25.5 FEET
 JW1308'EAST OF THE CENTERLINE OF PRICE STREET, 1.6 FEET WEST OF THE
 JW1308'IRON PIPE FENCE AT THE WEST EDGE OF THE PARKING LOT, 6.6
 JW1308'FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING
 JW1308'ON THE CORNER, AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 JW1308'
 JW1308'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---KINGWOOD NO 2
 JW1308'1975---, CEMENTED IN A DRILL HOLE AND FLUSH WITH THE SURFACE OF A
 JW1308'CONCRETE SIDEWALK ON THE WEST SIDE OF PRICE STREET.  IT IS 125
 JW1308'FEET NORTH OF THE CENTERLINE OF MAIN STREET, 22.5 FEET WEST OF
 JW1308'THE CENTERLINE OF PRICE STREET, 4.8 FEET EAST OF A ROCK WALL
 JW1308'ALONG THE SIDEWALK, 24.0 FEET SOUTH OF A POWERLINE POLE, AND AT
 JW1308'ABOUT THE SAME ELEVATION AS THE STATION.
 JW1308'
 JW1308'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 JW1308'HEIGHT OF LIGHT ABOVE STATION WAS 1.7 METERS.
 JW1308'
 JW1308'BENCH MARK 1862 USGS, PRESTON CO., WV, IS LOCATED AT THE
 JW1308'INTERSECTION AND ABOUT 100 FEET FROM THE STATION.  IT IS SET
 JW1308'VERTICALLY IN THE SOUTH SIDE OF THE BUILDING ON THE NORTHEAST
 JW1308'CORNER OF THE INTERSECTION.  IT IS EAST OF THE
 JW1308'FRONT DOOR, FACES MAIN STREET, AND IS NOT VISIBLE FROM THE
 JW1308'STATION.  THE MARK IS STAMPED---1862 ADJ 1903 1905---.  A LEVEL
 JW1308'TIE WAS MADE TO KINGWOOD 1975.
 JW1308
 JW1308                          STATION RECOVERY (1995)
 JW1308
 JW1308'RECOVERY NOTE BY US POWER SQUADRON 1995
 JW1308'RECOVERED IN GOOD CONDITION.
 JW1308
 JW1308                          STATION RECOVERY (2005)
 JW1308
 JW1308'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 JW1308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1328 ***********************************************************************
 JW1328  DESIGNATION -  KIRT
 JW1328  PID         -  JW1328
 JW1328  STATE/COUNTY-  WV/BARBOUR
 JW1328  USGS QUAD   -  BELINGTON (1976)
 JW1328
 JW1328                         *CURRENT SURVEY CONTROL
 JW1328  ___________________________________________________________________
 JW1328* NAD 83(1995)-  39 06 52.54841(N)    079 52 40.04230(W)     ADJUSTED  
 JW1328* NAVD 88     -       624.34   (+/-2cm)    2048.4    (feet)  VERTCON   
 JW1328  ___________________________________________________________________
 JW1328  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 JW1328  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JW1328
 JW1328  HORZ ORDER  -  THIRD
 JW1328  VERT ORDER  -  THIRD ? (See Below)
 JW1328
 JW1328.The horizontal coordinates were established by classical geodetic methods
 JW1328.and adjusted by the National Geodetic Survey in April 1998..
 JW1328
 JW1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1328.The vertical order pertains to the NGVD 29 superseded value.
 JW1328
 JW1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1328
 JW1328.The geoid height was determined by GEOID03.
 JW1328
 JW1328;                    North         East     Units Scale Factor Converg.
 JW1328;SPC WV N     -    68,299.388   567,327.048   MT  0.99998031   -0 14 27.4
 JW1328;SPC WV S     -   235,299.136   697,059.257   MT  1.00005748   +0 41 37.5
 JW1328;UTM  17      - 4,330,093.081   597,018.508   MT  0.99971590   +0 42 28.9
 JW1328
 JW1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1328!SPC WV N     -   0.99990698  x   0.99998031  =   0.99988729
 JW1328!SPC WV S     -   0.99990698  x   1.00005748  =   0.99996446
 JW1328!UTM  17      -   0.99990698  x   0.99971590  =   0.99962291
 JW1328
 JW1328|---------------------------------------------------------------------|
 JW1328| PID    Reference Object                     Distance      Geod. Az  |
 JW1328|                                                           dddmmss.s |
 JW1328| CX3968 KIRT RM 1                            16.115 METERS 16642     |
 JW1328| JW1329 TT 40 USGS 1956                       8.922 METERS 21041     |
 JW1328| CX3969 KIRT RM 2                            10.502 METERS 25907     |
 JW1328| CX3967 KIRT AZ MK                                         2755127.4 |
 JW1328|---------------------------------------------------------------------|
 JW1328
 JW1328                          SUPERSEDED SURVEY CONTROL
 JW1328
 JW1328  NAD 83(1986)-  39 06 52.55438(N)    079 52 40.05603(W) AD(       ) 3
 JW1328  NAD 27      -  39 06 52.18660(N)    079 52 40.78410(W) AD(       ) 3
 JW1328  NGVD 29 (07/19/86)  624.50   (m)         2048.9    (f) LEVELING    3  
 JW1328
 JW1328.Superseded values are not recommended for survey control.
 JW1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1328.See file dsdata.txt to determine how the superseded data were derived.
 JW1328
 JW1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9701930093(NAD 83)
 JW1328_MARKER: DS = TRIANGULATION STATION DISK
 JW1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1328
 JW1328  HISTORY     - Date     Condition        Report By
 JW1328  HISTORY     - 1956     MONUMENTED       CGS
 JW1328
 JW1328                          STATION DESCRIPTION
 JW1328
 JW1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1328'THE STATION IS LOCATED AIRLINE, ABOUT 7 MILES NORTH-NORTHEAST OF
 JW1328'BELINGTON, 1-3/4 MILES EAST OF
 JW1328'STATE HIGHWAY 92 AT MEADOWVILLE, 1/4 MILE SOUTH OF THE PLEASANT HILL
 JW1328'SCHOOL, 1/4 MILE WEST OF THE
 JW1328'MOUTH OF MILL RUN AND AT THE SUMMIT OF A BARE HILL.
 JW1328'
 JW1328'THE STATION IS A STANDARD DISK STAMPED KIRT 1956 SET IN THE TOP OF A
 JW1328'10-INCH SQUARE CONCRETE
 JW1328'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 62 FEET
 JW1328'NORTHWEST OF A WALNUT TREE WITH A
 JW1328'TRIANGULAR BLAZE AND 55 FEET NORTH OF AN EAST-WEST FENCE
 JW1328'LINE.
 JW1328'
 JW1328'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED KIRT NO 1 1956 SET
 JW1328'IN THE TOP OF A 10-INCH
 JW1328'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 JW1328'IT IS 21 FEET WEST OF A WALNUT TREE
 JW1328'WITH A TRIANGULAR BLAZE, 0.5 FOOT NORTH OF AN EAST-WEST
 JW1328'FENCE LINE AND ABOUT 3 FEET LOWER THAN THE STATION.
 JW1328'
 JW1328'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED KIRT NO 2 1956 SET
 JW1328'IN THE TOP OF A 10-INCH
 JW1328'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 JW1328'IT IS ABOUT 2 FEET LOWER THAN THE
 JW1328'STATION.
 JW1328'
 JW1328'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KIRT 1956 SET IN A DRILL
 JW1328'HOLE IN A 3 BY 4 FOOT
 JW1328'BOULDER WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 0.05 MILE
 JW1328'EAST OF A FARM HOUSE ON THE NORTH
 JW1328'AND A GARAGE ON THE SOUTH SIDES OF THE ROAD, 38 FEET EAST-SOUTHEAST
 JW1328'OF THE CENTER OF A BOARD GATE AND 25 FEET
 JW1328'SOUTH OF THE CNTER LINE OF A ROAD.
 JW1328'
 JW1328'U.S. GEOLOGICAL SURVEY BENCH MARK TT40 IS A STANDARD DISK STAMPED
 JW1328'TT40 RJH 1956 CEMENTED IN
 JW1328'THE TOP OF A 4 INCH CAST IRON PIPE WHICH PROJECTS 4 INCHES ABOVE THE
 JW1328'GROUND.  IT IS ABOUT 1 FOOT LOWER THAN
 JW1328'THE STATION.
 JW1328'
 JW1328'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 250 AND STATE
 JW1328'HIGHWAY 92 AT THE NORTH EDGE
 JW1328'OF BELINGTON, GO NORTH ON STATE HIGHWAY 92 FOR 7.3 MILES TO A PAVED
 JW1328'CROSSROAD AT MEADOWVILLE.  TURN
 JW1328'RIGHT AND GO EAST AS PER SIGN TO KIRT, ON A PAVED ROAD
 JW1328'FOR 0.9 MILE TO A BOARD GATE AND THE AZIMUTH MARK
 JW1328'ON THE RIGHT, 0.05 MILE AFTER PASSING
 JW1328'A FARM HOUSE ON THE LEFT.  CONTINUE EASTERLY FOR 1.0 MILE TO THE
 JW1328'PLESANT HILL SCHOOL ON THE RIGHT
 JW1328'AND THE END OF TRUCK TRAVEL.  PASS THROUGH A GATE JUST EAST OF THE
 JW1328'SCHOOL HOUSE AND PACK SOUTHERLY FOR
 JW1328'0.3 MILE TO THE TOP OF A BARE HILL AND THE STATION.
 JW1328'THIS IS ABOUT A 15 MINUTE PACK.
 JW1328'
 JW1328'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3475 ***********************************************************************
 HW3475  DESIGNATION -  KISAMORE
 HW3475  PID         -  HW3475
 HW3475  STATE/COUNTY-  WV/PENDLETON
 HW3475  USGS QUAD   -  ONEGO (1995)
 HW3475
 HW3475                         *CURRENT SURVEY CONTROL
 HW3475  ___________________________________________________________________
 HW3475* NAD 83(1995)-  38 49 17.83556(N)    079 27 38.83965(W)     ADJUSTED  
 HW3475* NAVD 88     -      1289.7    (meters)    4231.     (feet)  VERTCON   
 HW3475  ___________________________________________________________________
 HW3475  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 HW3475  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HW3475
 HW3475  HORZ ORDER  -  THIRD
 HW3475
 HW3475.The horizontal coordinates were established by classical geodetic methods
 HW3475.and adjusted by the National Geodetic Survey in April 1998..
 HW3475
 HW3475.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3475
 HW3475.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3475
 HW3475.The geoid height was determined by GEOID03.
 HW3475
 HW3475;                    North         East     Units Scale Factor Converg.
 HW3475;SPC WV S     -   203,296.116   733,662.650   MT  0.99998744   +0 57 05.5
 HW3475;UTM  17      - 4,298,107.290   633,620.484   MT  0.99981986   +0 57 54.3
 HW3475
 HW3475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3475!SPC WV S     -   0.99980252  x   0.99998744  =   0.99978996
 HW3475!UTM  17      -   0.99980252  x   0.99981986  =   0.99962241
 HW3475
 HW3475|---------------------------------------------------------------------|
 HW3475| PID    Reference Object                     Distance      Geod. Az  |
 HW3475|                                                           dddmmss.s |
 HW3475| DC4494 KISAMORE RM 1                         6.811 METERS 14153     |
 HW3475| DC4495 KISAMORE RM 2                        25.383 METERS 22441     |
 HW3475| DC4493 KISAMORE AZ MK                                     2393130.8 |
 HW3475|---------------------------------------------------------------------|
 HW3475
 HW3475                          SUPERSEDED SURVEY CONTROL
 HW3475
 HW3475  NAD 83(1995)-  38 49 17.84118(N)    079 27 38.84755(W) AD(       ) 3
 HW3475  NAD 83(1986)-  38 49 17.84215(N)    079 27 38.84919(W) AD(       ) 3
 HW3475  NAD 27      -  38 49 17.44230(N)    079 27 39.66980(W) AD(       ) 3
 HW3475  NGVD 29 (07/19/86) 1289.8    (m)         4232.     (f) VERT ANG       
 HW3475
 HW3475.Superseded values are not recommended for survey control.
 HW3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3475.See file dsdata.txt to determine how the superseded data were derived.
 HW3475
 HW3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC3362098107(NAD 83)
 HW3475_MARKER: DD = SURVEY DISK
 HW3475_SETTING: 80 = SET IN A BOULDER
 HW3475_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 HW3475
 HW3475  HISTORY     - Date     Condition        Report By
 HW3475  HISTORY     - 1956     MONUMENTED       USGS
 HW3475
 HW3475                          STATION DESCRIPTION
 HW3475
 HW3475'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WRH)
 HW3475'THE STATION IS LOCATED ABOUT 4-3/4 MILES AIRLINE WEST SOUTHWEST OF
 HW3475'MOUTH OF SENECA, 4-3/4
 HW3475'MILES AIRLINE EAST NORTHEAST OF WHITMER, 3 MILES AIRLINE SOUTHWEST OF
 HW3475'ONEGO ON A SUMMIT OF SPRUCE
 HW3475'MOUNTAIN, AT THE NORTH EDGE OF THE PIPELINE CROSSING
 HW3475'WHERE THE PIPELINE DROPS OFF SHARPLY TO THE WEST
 HW3475'
 HW3475'THE STATION IS A STANDARD BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 HW3475'UNSTAMPED, SET IN A DRILL
 HW3475'HOLE IN A LARGE BOULDER FLUSH WITH THE GROUND SURFACE AT THE EDGE OF
 HW3475'THE BRUSHLINE ON THE NORTH SIDE
 HW3475'OF THE PIPELINE AND ABOUT 30 FEET EAST OF A POINT
 HW3475'WHERE THE PIPELINE DROPS OFF SHARPLY TO THE WEST.
 HW3475'IT IS 46.0 FEET NORTH OF THE CENTERLINE
 HW3475'OF THE PIPELINE CLEARING.
 HW3475'
 HW3475'REFERENCE MARK NO 1 IS A STANDARD U.S.C. AND G.S. BRONZE DISK STAMPED
 HW3475'KISAMORE USGS NO 1 1956, SET IN
 HW3475'A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND SURFACE.  IT IS IN
 HW3475'THE PIPELINE CLEARING 26.0 FEET
 HW3475'NORTH OF THE CENTERLINE OF THE PIPELINE CLEARING AND
 HW3475'IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 HW3475'
 HW3475'REFERENCE MARK NO 2 IS A STANDARD U.S.C. AND G.S. BRONZE DISK STAMPED
 HW3475'KISAMORE USGS NO 2 1956, SET IN
 HW3475'A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND SURFACE.  IT IS
 HW3475'28.0 FEET NORTH OF THE CENTERLINE OF
 HW3475'THE PIPELINE CLEARING AND IS ABOUT 5 FEET LOWER
 HW3475'IN ELEVATION THAN THE STATION.
 HW3475'
 HW3475'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. BRONZE DISK STAMPED
 HW3475'KISAMORE USGS 1956, SET IN A
 HW3475'DRILL HOLE IN A LARGE BOULDER PROJECTING ABOUT 2 FEET.  IT IS 40 FEET
 HW3475'EAST OF THE CENTERLINE OF THE
 HW3475'ROAD LEADING TO STATION, 34 FEET EAST OF A CAIRN AND
 HW3475'ABOUT 0.05 MILE NORTH NORTHEAST OF A DIM FORK
 HW3475'WHERE THE ROAD TO THE STATION TURNS LEFT.
 HW3475'
 HW3475'TO REACH FROM THE U.S. POST OFFICE IN ONEGO GO WESTERLY ON U.S.
 HW3475'HIGHWAY 33, TOWARDS ELKINS FOR
 HW3475'2.25 MILES TO WHITE RUN ROAD ON THE LEFT, TURN LEFT ON THE WHITE RUN
 HW3475'ROAD AND GO 0.45 MILE TO A FORK,
 HW3475'TAKE THE LEFT FORK SOUTHERLY FOR 2.5 MILES TO A FORK, KEEP
 HW3475'THE LEFT FORK STRAIGHT AHEAD ON THE MAIN ROAD
 HW3475'FOR 0.4 MILE TO A REVERSE FORK LEFT AND
 HW3475'A BOARD GATE, TURN SHARP LEFT THROUGH GATE AND CONTINUE 0.3 MILE
 HW3475'TO ANOTHER BOARD GATE, PASS THROUGH
 HW3475'GATE AND CONTINUE FOR 0.1 MILE ON MAIN ROAD AROUND FARM HOUSE TO A
 HW3475'FORK.  TAKE THE RIGHT FORK, MAIN
 HW3475'ROAD, AND CONTINUE EASTERLY UP STEEP GRADE PASSING THROUGH
 HW3475'SERVERAL GATES FOR 1.0 MILE TO A PIPELINE
 HW3475'CROSSING, CONTINUE FOR 0.3 MILE TO THE AZIMUTH
 HW3475'MARK ON THE LEFT, CONTINUE FOR 0.05 MILE TO A DIM FORK
 HW3475'STRAIGHT AHEAD, TURN LEFT ON
 HW3475'MAIN ROAD AND GO 0.25 MILE TO THE PIPELINE JUST AFTER PASSING THROUGH
 HW3475'GATE, TURN RIGHT ON PIPELINE
 HW3475'CLEARING AND GO ABOUT 0.1 MILE TO A ROAD LEADING LEFT, KEEP LEFT ON
 HW3475'ROAD UP GRADE THROUGH TIMBER
 HW3475'PASSING THROUGH GATE FOR 0.2 MILE TO SUMMIT OF HILL AND PIPELINE,
 HW3475'TURN RIGHT ON PIPELINE CLEARING AND GO
 HW3475'WESTERLY 0.1 MILE TO POINT WHERE PIPELINE
 HW3475'DROPS SHARPLY DOWN HILL TO THE WEST AND STATION ON THE
 HW3475'RIGHT (NORTH) SIDE OF CLEARING.
 HW3475'
 HW3475'NOTE- A FOUR WHEEL DRIVE VEHICLE NEEDED IN WET WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2953 ***********************************************************************
 HX2953  DESIGNATION -  KITE
 HX2953  PID         -  HX2953
 HX2953  STATE/COUNTY-  WV/CALHOUN
 HX2953  USGS QUAD   -  GRANTSVILLE (1966)
 HX2953
 HX2953                         *CURRENT SURVEY CONTROL
 HX2953  ___________________________________________________________________
 HX2953* NAD 83(1995)-  38 56 46.72980(N)    081 03 11.01635(W)     ADJUSTED  
 HX2953* NAVD 88     -       386.6    (meters)    1268.     (feet)  VERTCON   
 HX2953  ___________________________________________________________________
 HX2953  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 HX2953  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HX2953
 HX2953  HORZ ORDER  -  SECOND
 HX2953
 HX2953.The horizontal coordinates were established by classical geodetic methods
 HX2953.and adjusted by the National Geodetic Survey in April 1998..
 HX2953
 HX2953.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2953
 HX2953.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2953
 HX2953.The geoid height was determined by GEOID03.
 HX2953
 HX2953;                    North         East     Units Scale Factor Converg.
 HX2953;SPC WV S     -   216,030.078   595,400.059   MT  1.00001403   -0 01 58.1
 HX2953;SPC WV N     -    50,712.433   465,367.662   MT  1.00001058   -0 59 25.8
 HX2953;UTM  17      - 4,310,820.337   495,401.963   MT  0.99960026   -0 02 00.1
 HX2953
 HX2953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2953!SPC WV S     -   0.99994457  x   1.00001403  =   0.99995860
 HX2953!SPC WV N     -   0.99994457  x   1.00001058  =   0.99995515
 HX2953!UTM  17      -   0.99994457  x   0.99960026  =   0.99954485
 HX2953
 HX2953|---------------------------------------------------------------------|
 HX2953| PID    Reference Object                     Distance      Geod. Az  |
 HX2953|                                                           dddmmss.s |
 HX2953| DC4497 KITE RM 1                            22.262 METERS 13439     |
 HX2953| DC4498 KITE RM 2                            23.890 METERS 31718     |
 HX2953| DC4496 KITE AZ MK                                         3595049.7 |
 HX2953|---------------------------------------------------------------------|
 HX2953
 HX2953                          SUPERSEDED SURVEY CONTROL
 HX2953
 HX2953  NAD 83(1986)-  38 56 46.73538(N)    081 03 11.02429(W) AD(       ) 2
 HX2953  NAD 27      -  38 56 46.42530(N)    081 03 11.62540(W) AD(       ) 2
 HX2953  NGVD 29 (07/19/86)  386.8    (m)         1269.     (f) VERT ANG       
 HX2953
 HX2953.Superseded values are not recommended for survey control.
 HX2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2953.See file dsdata.txt to determine how the superseded data were derived.
 HX2953
 HX2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9540210820(NAD 83)
 HX2953_MARKER: DD = SURVEY DISK
 HX2953_SETTING: 0 = UNSPECIFIED SETTING
 HX2953
 HX2953  HISTORY     - Date     Condition        Report By
 HX2953  HISTORY     - 1956     MONUMENTED       USGS
 HX2953
 HX2953                          STATION DESCRIPTION
 HX2953
 HX2953'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (RHT)
 HX2953'STATION IS LOCATED ON THE HIGHEST POINT OF A RATHER PROMINENT HILL
 HX2953'LOCALLY KNOWN AS KITE KNOB,
 HX2953'ABOUT 2-1/2 MILES NORTHEAST OF GRANTSVILLE, AND ABOUT 5-1/2 MILES
 HX2953'SOUTHWEST OF TANNER.  STATION IS 9
 HX2953'FEET NORTH OF TREE WITH TRIANGLE BLAZE, AND 12 FEET SOUTHEAST OF
 HX2953'WITNESS POST.  THE MARK IS A STANDARD
 HX2953'GEOLOGICAL SURVEY DISK SET IN AN 8 INCH CONCRETE
 HX2953'POST, PROJECTS 4 INCHES AND HAS NO STAMPING ON DISK.
 HX2953'
 HX2953'REFERENCE MARK NO. 1 IS 40 FEET SOUTHEAST OF NORTHWEST EDGE OF RIDGE.
 HX2953'THE MARK PROJECTS 6 INCHES AND THE
 HX2953'DISK IS STAMPED KITE NO 1 1956.
 HX2953'
 HX2953'REFERENCE MARK NO. 2 IS 20 FEET NORTHEAST OF TOP OF RIDGE.  THE MARK
 HX2953'PROJECTS 6 INCHES AND THE
 HX2953'DISK IS STAMPED KITE NO 2 1956.
 HX2953'
 HX2953'AZIMUTH MARK IS 18 FEET NORTHWEST OF APPROXIMATE CENTERLINE OF ROAD,
 HX2953'3 FEET WEST OF UTILITY POLE, AND
 HX2953'2 FEET WEST OF WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 HX2953'IS STAMPED KITE 1956.
 HX2953'
 HX2953'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 47 AND 16 IN THE
 HX2953'BUSINESS CENTER OF SMITHVILLE, GO
 HX2953'SOUTHERLY ON STATE HIGHWAY NO. 16 FOR 11.05 MILES TO PLEASANT HILL
 HX2953'METHODIST CHURCH ON RIGHT.  CONTINUE ON
 HX2953'STATE HIGHWAY NO. 16 FOR 0.3 MILE TO SIDE ROAD LEFT
 HX2953'AT SIGN WHITE PINE 2.  TURN LEFT AND FOLLOW DIRT
 HX2953'ROAD NORTHERLY FOR 0.35 MILE TO FORKS
 HX2953'AT BOARD GATE.  TAKE RIGHT FORK AND GO EASTERLY FOR 0.1 MILE TO
 HX2953'WIRE GATE AND END OF TRUCK
 HX2953'TRAVEL.  PACK NORTHEASTERLY ABOUT 100 YARDS TO TOP OF HILL AND
 HX2953'STATION AS DESCRIBED.
 HX2953'
 HX2953'TO REACH AZIMUTH MARK FROM FORKS MENTIONED ABOVE TAKE RIGHT FORK AND
 HX2953'GO NORTHERLY FOR 0.15 MILE TO
 HX2953'FARM HOUSE ON LEFT (WEST) SIDE OF ROAD AND AZIMUTH MARK AS DESCRIBED.
 HX2953'
 HX2953'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1403 ***********************************************************************
 GX1403  DESIGNATION -  KK 109
 GX1403  PID         -  GX1403
 GX1403  STATE/COUNTY-  WV/MERCER
 GX1403  USGS QUAD   -  PRINCETON (1976)
 GX1403
 GX1403                         *CURRENT SURVEY CONTROL
 GX1403  ___________________________________________________________________
 GX1403* NAD 83(1986)-  37 18 48.     (N)    081 03 15.     (W)     SCALED    
 GX1403* NAVD 88     -       597.927  (meters)    1961.70   (feet)  ADJUSTED  
 GX1403  ___________________________________________________________________
 GX1403  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1403  DYNAMIC HT  -         597.390 (meters)    1959.94  (feet)  COMP
 GX1403  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 GX1403
 GX1403  VERT ORDER  -  FIRST     CLASS II
 GX1403
 GX1403.The horizontal coordinates were scaled from a topographic map and have
 GX1403.an estimated accuracy of +/- 6 seconds.
 GX1403
 GX1403.The orthometric height was determined by differential leveling
 GX1403.and adjusted by the National Geodetic Survey in June 1991..
 GX1403
 GX1403.The geoid height was determined by GEOID03.
 GX1403
 GX1403.The dynamic height is computed by dividing the NAVD 88
 GX1403.geopotential number by the normal gravity value computed on the
 GX1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1403.degrees latitude (g = 980.6199 gals.).
 GX1403
 GX1403.The modeled gravity was interpolated from observed gravity values.
 GX1403
 GX1403;                    North         East    Units  Estimated Accuracy
 GX1403;SPC WV S     -    34,780.      595,200.      MT  (+/- 180 meters Scaled)
 GX1403
 GX1403                          SUPERSEDED SURVEY CONTROL
 GX1403
 GX1403  NGVD 29 (??/??/92)  598.031  (m)         1962.04   (f) ADJ UNCH    1 2
 GX1403
 GX1403.Superseded values are not recommended for survey control.
 GX1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1403.See file dsdata.txt to determine how the superseded data were derived.
 GX1403
 GX1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB952296(NAD 83)
 GX1403_MARKER: DB = BENCH MARK DISK
 GX1403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1403_SP_SET: CULVERT
 GX1403_STAMPING: KK 109 1935
 GX1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1403
 GX1403  HISTORY     - Date     Condition        Report By
 GX1403  HISTORY     - 1935     MONUMENTED       CGS
 GX1403  HISTORY     - 1965     GOOD             NGS
 GX1403  HISTORY     - 1980     GOOD             LOCSUR
 GX1403  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1403
 GX1403                          STATION DESCRIPTION
 GX1403
 GX1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1403'6 MI W FROM OAKVALE.
 GX1403'ABOUT 6.0 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1403'THE STATION AT OAKVALE, ABOUT 0.2 MILE SOUTHWEST OF THE RAILROAD
 GX1403'BRIDGE OVER THE EAST RIVER, 7 1/2 RAILS NORTHEAST OF MILEPOST
 GX1403'N-353, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 GX1403'HEAD WALL FOR A 18-INCH PIPE CULVERT UNDER THE TRACK, 10 1/2
 GX1403'FEET NORTHWEST OF THE SOUTHEAST END OF THE PIPE CULVERT WHICH
 GX1403'HAS BEEN EXTENDED PAST THE HEAD WALL, 5 FEET SOUTHEAST OF THE
 GX1403'SOUTHEAST RAIL OF THE EAST-BOUND TRACK, ABOUT 1/2 FOOT
 GX1403'UNDERGROUND AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
 GX1403'NOTE-- ADDITIONAL K STAMPED TO DISK AS PER INSTRUCTION.
 GX1403
 GX1403                          STATION RECOVERY (1980)
 GX1403
 GX1403'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1403'RECOVERED IN GOOD CONDITION.
 GX1403
 GX1403                          STATION RECOVERY (1984)
 GX1403
 GX1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1403'NOT RECOVERED, INACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0434 ***********************************************************************
 JX0434  DESIGNATION -  KK 129
 JX0434  PID         -  JX0434
 JX0434  STATE/COUNTY-  WV/WETZEL
 JX0434  USGS QUAD   -  BIG RUN (1976)
 JX0434
 JX0434                         *CURRENT SURVEY CONTROL
 JX0434  ___________________________________________________________________
 JX0434* NAD 83(1986)-  39 30 15.     (N)    080 35 09.     (W)     SCALED    
 JX0434* NAVD 88     -       250.696  (meters)     822.49   (feet)  ADJUSTED  
 JX0434  ___________________________________________________________________
 JX0434  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JX0434  DYNAMIC HT  -         250.546 (meters)     822.00  (feet)  COMP
 JX0434  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 JX0434
 JX0434  VERT ORDER  -  SECOND    CLASS 0
 JX0434
 JX0434.The horizontal coordinates were scaled from a topographic map and have
 JX0434.an estimated accuracy of +/- 6 seconds.
 JX0434
 JX0434.The orthometric height was determined by differential leveling
 JX0434.and adjusted by the National Geodetic Survey in June 1991..
 JX0434
 JX0434.The geoid height was determined by GEOID03.
 JX0434
 JX0434.The dynamic height is computed by dividing the NAVD 88
 JX0434.geopotential number by the normal gravity value computed on the
 JX0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0434.degrees latitude (g = 980.6199 gals.).
 JX0434
 JX0434.The modeled gravity was interpolated from observed gravity values.
 JX0434
 JX0434;                    North         East    Units  Estimated Accuracy
 JX0434;SPC WV N     -   112,040.      506,620.      MT  (+/- 180 meters Scaled)
 JX0434
 JX0434                          SUPERSEDED SURVEY CONTROL
 JX0434
 JX0434  NGVD 29 (??/??/92)  250.856  (m)          823.02   (f) ADJ UNCH    2 0
 JX0434
 JX0434.Superseded values are not recommended for survey control.
 JX0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0434.See file dsdata.txt to determine how the superseded data were derived.
 JX0434
 JX0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND356728(NAD 83)
 JX0434_MARKER: DB = BENCH MARK DISK
 JX0434_SETTING: 66 = SET IN ROCK OUTCROP
 JX0434_SP_SET: ROCK CUT
 JX0434_STAMPING: K K 129 1957
 JX0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0434+STABILITY: POSITION/ELEVATION WELL
 JX0434
 JX0434  HISTORY     - Date     Condition        Report By
 JX0434  HISTORY     - 1957     MONUMENTED       CGS
 JX0434
 JX0434                          STATION DESCRIPTION
 JX0434
 JX0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0434'2.2 MI NW FROM SMITHFIELD.
 JX0434'ABOUT 2.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0434'FROM THE STATION AT SMITHFIELD, ABOUT 0.1 MILE NORTHEAST OF A
 JX0434'ROAD CROSSING, SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK CUT
 JX0434'AT THE APPROXIMATE CENTER OF A CURVE WITH TANGENTS EXTENDING
 JX0434'WEST-NORTHWEST AND NORTH, 150 FEET SOUTHWEST OF NORTHEAST END OF
 JX0434'CUT, 150 FEET SOUTHWEST OF TELEPHONE POLE NO. 27+20, 24 FEET
 JX0434'NORTHEAST OF TELEPHONE POLE NO. 27+19 AND 1 1/2 FEET ABOVE LEVEL
 JX0434'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0176 ***********************************************************************
 JX0176  DESIGNATION -  KK 33
 JX0176  PID         -  JX0176
 JX0176  STATE/COUNTY-  WV/MARION
 JX0176  USGS QUAD   -  FAIRMONT WEST (1976)
 JX0176
 JX0176                         *CURRENT SURVEY CONTROL
 JX0176  ___________________________________________________________________
 JX0176* NAD 83(1986)-  39 27 28.     (N)    080 09 22.     (W)     SCALED    
 JX0176* NAVD 88     -       268.275  (meters)     880.17   (feet)  POSTED    
 JX0176  ___________________________________________________________________
 JX0176  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JX0176  DYNAMIC HT  -         268.110 (meters)     879.62  (feet)  COMP
 JX0176  MODELED GRAV-     980,014.9   (mgal)                       NAVD 88
 JX0176
 JX0176  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0176
 JX0176.The horizontal coordinates were scaled from a topographic map and have
 JX0176.an estimated accuracy of +/- 6 seconds.
 JX0176
 JX0176.The orthometric height was determined by differential leveling
 JX0176.and adjusted by the National Geodetic Survey in 1992..
 JX0176.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0176.rate of 0.0 thru 1.0 mm/km.
 JX0176
 JX0176.The geoid height was determined by GEOID03.
 JX0176
 JX0176.The dynamic height is computed by dividing the NAVD 88
 JX0176.geopotential number by the normal gravity value computed on the
 JX0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0176.degrees latitude (g = 980.6199 gals.).
 JX0176
 JX0176.The modeled gravity was interpolated from observed gravity values.
 JX0176
 JX0176;                    North         East    Units  Estimated Accuracy
 JX0176;SPC WV N     -   106,540.      543,540.      MT  (+/- 180 meters Scaled)
 JX0176
 JX0176                          SUPERSEDED SURVEY CONTROL
 JX0176
 JX0176  NGVD 29 (??/??/92)  268.446  (m)          880.73   (f) ADJ UNCH    1 2
 JX0176
 JX0176.Superseded values are not recommended for survey control.
 JX0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0176.See file dsdata.txt to determine how the superseded data were derived.
 JX0176
 JX0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND726679(NAD 83)
 JX0176_MARKER: DB = BENCH MARK DISK
 JX0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0176_SP_SET: CULVERT
 JX0176_STAMPING: KK 33 1935
 JX0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0176
 JX0176  HISTORY     - Date     Condition        Report By
 JX0176  HISTORY     - 1935     MONUMENTED       CGS
 JX0176  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0176
 JX0176                          STATION DESCRIPTION
 JX0176
 JX0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0176'2.1 MI S FROM FAIRMONT.
 JX0176'2.1 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0176'STATION AT FAIRMONT, MARION COUNTY, 400 FEET SOUTH OF THE
 JX0176'FAIRMONT POWERHOUSE PUMPING STATION 39 FEET SOUTHEAST OF POLE
 JX0176'229+45, IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH ABUTMENT
 JX0176'OF A CONCRETE CULVERT, 9 FEET WEST OF THE CENTERLINE OF THE
 JX0176'TRACK, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JX0176'KK 33 1935.
 JX0176
 JX0176                          STATION RECOVERY (1983)
 JX0176
 JX0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0176'NOT RECOVERED, THE MARK IS PROBABLY COVERED BY THE BUILD-UP OF THE
 JX0176'CULVERT TO RAISE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3455 ***********************************************************************
 HW3455  DESIGNATION -  KLINE
 HW3455  PID         -  HW3455
 HW3455  STATE/COUNTY-  WV/PENDLETON
 HW3455  USGS QUAD   -  FORT SEYBERT (1979)
 HW3455
 HW3455                         *CURRENT SURVEY CONTROL
 HW3455  ___________________________________________________________________
 HW3455* NAD 83(1995)-  38 44 43.12443(N)    079 14 20.90759(W)     ADJUSTED  
 HW3455* NAVD 88     -       942.7    (meters)    3093.     (feet)  VERTCON   
 HW3455  ___________________________________________________________________
 HW3455  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 HW3455  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 HW3455
 HW3455  HORZ ORDER  -  SECOND
 HW3455
 HW3455.The horizontal coordinates were established by classical geodetic methods
 HW3455.and adjusted by the National Geodetic Survey in April 1998..
 HW3455
 HW3455.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3455
 HW3455.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3455
 HW3455.The geoid height was determined by GEOID03.
 HW3455
 HW3455;                    North         East     Units Scale Factor Converg.
 HW3455;SPC WV S     -   195,169.349   753,068.951   MT  0.99997351   +1 05 18.8
 HW3455;SPC WV N     -    27,267.176   622,679.345   MT  1.00005789   +0 09 58.9
 HW3455;UTM  17      - 4,289,986.182   653,026.257   MT  0.99988837   +1 06 08.2
 HW3455
 HW3455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3455!SPC WV S     -   0.99985703  x   0.99997351  =   0.99983055
 HW3455!SPC WV N     -   0.99985703  x   1.00005789  =   0.99991491
 HW3455!UTM  17      -   0.99985703  x   0.99988837  =   0.99974542
 HW3455
 HW3455|---------------------------------------------------------------------|
 HW3455| PID    Reference Object                     Distance      Geod. Az  |
 HW3455|                                                           dddmmss.s |
 HW3455| DC4499 KLINE RM 1                            7.595 METERS 04921     |
 HW3455| DC4500 KLINE RM 2                            8.173 METERS 22408     |
 HW3455| HW3472 NORTH MOUNTAIN LOOKOUT TOWER        APPROX.13.4 KM 3245509.0 |
 HW3455|---------------------------------------------------------------------|
 HW3455
 HW3455                          SUPERSEDED SURVEY CONTROL
 HW3455
 HW3455  NAD 83(1995)-  38 44 43.12551(N)    079 14 20.91402(W) AD(       ) 2
 HW3455  NAD 83(1986)-  38 44 43.12730(N)    079 14 20.91569(W) AD(       ) 2
 HW3455  NAD 27      -  38 44 42.71860(N)    079 14 21.77450(W) AD(       ) 2
 HW3455  NGVD 29 (07/19/86)  942.8    (m)         3093.     (f) VERT ANG       
 HW3455
 HW3455.Superseded values are not recommended for survey control.
 HW3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3455.See file dsdata.txt to determine how the superseded data were derived.
 HW3455
 HW3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC5302689986(NAD 83)
 HW3455_MARKER: DS = TRIANGULATION STATION DISK
 HW3455_SETTING: 80 = SET IN A BOULDER
 HW3455_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3455
 HW3455  HISTORY     - Date     Condition        Report By
 HW3455  HISTORY     - 1956     MONUMENTED       CGS
 HW3455
 HW3455                          STATION DESCRIPTION
 HW3455
 HW3455'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3455'STATION IS LOCATED, AIRLINE, ABOUT 8-1/2 MILES NORTHEAST OF FRANKLIN,
 HW3455'4 MILES SOUTHEAST OF UPPER
 HW3455'TRACK, 2-1/2 MILES SOUTH OF KLINE AND ON THE HIGHEST POINT OF A
 HW3455'HIGH, WOODED HILL BETWEEN THE SOUTH
 HW3455'BRANCH OF THE POTOMAC RIVER AND THE SOUTH FORK
 HW3455'OF THE SOUTH BRANCH OF THE POTOMAC RIVER.
 HW3455'
 HW3455'STATION IS REACHED AS FOLLOWS, FROM THE INTERSECTION OF U.S. HIGHWAY
 HW3455'220 AND SCHMUCKER ROAD IN
 HW3455'THE TOWN OF UPPER TRACK, GO EAST ON SCHMUCKER ROAD FOR 2.9 MILES
 HW3455'TO A ROAD ON THE RIGHT AND A SIGN
 HW3455'DEER RUN 5, TURN RIGHT AS PER SIGN AND GO 2.4
 HW3455'MILES TO A ROAD ON THE RIGHT AND A GATE, PASS
 HW3455'THROUGH THE GATE AND GO 0.2 MILE TO A
 HW3455'TRACK ROAD ON THE LEFT JUST BEFORE REACHING AN OLD CABIN, TURN
 HW3455'LEFT, UP HILL, AND FOLLOW THE
 HW3455'TRACK ROAD AROUND THE LEFT SIDE OF THE HILL FOR 0.5 MILE TO A FORK
 HW3455'AND THE END OF TRUCK TRAVEL.
 HW3455'A FOUR WHEEL DRIVE TRUCK IS NEEDED FROM THE GATE TO THE END
 HW3455'OF TRUCK TRAVEL.  TAKE THE RIGHT FORK AND
 HW3455'PACK UP A TRAIL FOR ABOUT 0.1 MILE TO THE
 HW3455'TOP OF THE RIDGE, TURN LEFT AND FOLLOW THE TRAIL FOR ABOUT
 HW3455'0.1 MILE TO THE HIGHEST POINT
 HW3455'AND THE STATION IN A SMALL CLEARING.
 HW3455'
 HW3455'STATION MARK, STAMPED KLINE 1956, IS A STANDARD DISK CEMENTED IN A
 HW3455'DRILL HOLE IN A BOULDER 2
 HW3455'FEET SQUARE AND PROJECTING 4 INCHES.  IT IS 8.0 FEET WEST OF AN OAK
 HW3455'TREE WITH A TRIANGULAR BLAZE AND 8.0
 HW3455'FEET SOUTH OF A WITNESS POST.
 HW3455'
 HW3455'REFERENCE MARK NUMBER 1, STAMPED KLINE NO 1 1956, IS A STANDARD DISK
 HW3455'CEMENTED IN A DRILL HOLE
 HW3455'IN A BOULDER 4 FEET LONG AND 18 INCHES WIDE AND PROJECTING 15 INCHES.
 HW3455'IT IS ABOUT 2 FEET HIGHER THAN THE STATION.
 HW3455'
 HW3455'REFERENCE MARK NUMBER 2, STAMPED KLINE NO 2 1956, IS A STANDARD DISK
 HW3455'CEMENTED IN A DRILL HOLE
 HW3455'IN A BOULDER 1 BY 2 FEET, PROJECTING 6 INCHES AND AT ABOUT THE SAME
 HW3455'ELEVATION AS THE STATION.  IT IS
 HW3455'6.0 FEET NORTH OF A 2 FOOT OAK TREE WHICH IS THE
 HW3455'LARGEST ON THE SUMMIT.
 HW3455'
 HW3455'STATION SITES CAN BE USED FOR AN AZIMUTH MARK.  TO REACH SEE THE
 HW3455'DESCRIPTION FOR STATION SITES.
 HW3455'
 HW3455'HEIGHT OF LIGHT ABOVE STATION MARK 6.01 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1405 ***********************************************************************
 HX1405  DESIGNATION -  KNOB
 HX1405  PID         -  HX1405
 HX1405  STATE/COUNTY-  WV/NICHOLAS
 HX1405  USGS QUAD   -  CORLISS (1976)
 HX1405
 HX1405                         *CURRENT SURVEY CONTROL
 HX1405  ___________________________________________________________________
 HX1405* NAD 83(1986)-  38 06 08.     (N)    080 48 07.     (W)     SCALED    
 HX1405* NAVD 88     -       946.327  (meters)    3104.74   (feet)  ADJUSTED  
 HX1405  ___________________________________________________________________
 HX1405  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HX1405  DYNAMIC HT  -         945.578 (meters)    3102.28  (feet)  COMP
 HX1405  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 HX1405
 HX1405  VERT ORDER  -  SECOND    CLASS 0
 HX1405
 HX1405.The horizontal coordinates were scaled from a topographic map and have
 HX1405.an estimated accuracy of +/- 6 seconds.
 HX1405
 HX1405.The orthometric height was determined by differential leveling
 HX1405.and adjusted by the National Geodetic Survey in June 1991..
 HX1405
 HX1405.The geoid height was determined by GEOID03.
 HX1405
 HX1405.The dynamic height is computed by dividing the NAVD 88
 HX1405.geopotential number by the normal gravity value computed on the
 HX1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1405.degrees latitude (g = 980.6199 gals.).
 HX1405
 HX1405.The modeled gravity was interpolated from observed gravity values.
 HX1405
 HX1405;                    North         East    Units  Estimated Accuracy
 HX1405;SPC WV S     -   122,350.      617,370.      MT  (+/- 180 meters Scaled)
 HX1405
 HX1405                          SUPERSEDED SURVEY CONTROL
 HX1405
 HX1405  NGVD 29 (??/??/92)  946.498  (m)         3105.30   (f) ADJ UNCH    2 0
 HX1405
 HX1405.Superseded values are not recommended for survey control.
 HX1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1405.See file dsdata.txt to determine how the superseded data were derived.
 HX1405
 HX1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC173171(NAD 83)
 HX1405_MARKER: DD = SURVEY DISK
 HX1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1405+STABILITY: SURFACE MOTION
 HX1405
 HX1405  HISTORY     - Date     Condition        Report By
 HX1405  HISTORY     - UNK      MONUMENTED       USGS
 HX1405  HISTORY     - 1962     GOOD             NGS
 HX1405
 HX1405                          STATION DESCRIPTION
 HX1405
 HX1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1405'7.8 MI NE FROM RUSSELLVILLE.
 HX1405'ABOUT 7.8 MILES NORTHEAST ALONG A BLACK TOP ROAD AND A GRADED
 HX1405'ROAD FROM THE POST OFFICE AT RUSSELLVILLE, ABOUT 0.15 MILE NORTH
 HX1405'OF A SMALL WHITE CHURCH AND CEMETERY, AT THE SUMMIT OF SUGARGROVE
 HX1405'KNOB MT. ABOUT 100 YARDS EAST OF THE CENTER LINE OF THE ROAD, 6
 HX1405'FEET NORTHEAST OF THE SOUTHEAST STEEL LEG OF A FIRE TOWER, ABOUT
 HX1405'50 FEET ABOVE THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A
 HX1405'6-BY 6-INCH CONCRETE POST THAT PROJECTS ABOUT 2 INCHES.
 HX1405'NOTE-- THE POST IS LEANING ABOUT 4 INCHES TO THE SOUTHWEST BUT
 HX1405'IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1508 ***********************************************************************
 JW1508  DESIGNATION -  KNOBLY
 JW1508  PID         -  JW1508
 JW1508  STATE/COUNTY-  WV/MINERAL
 JW1508  USGS QUAD   -  CRESAPTOWN (1974)
 JW1508
 JW1508                         *CURRENT SURVEY CONTROL
 JW1508  ___________________________________________________________________
 JW1508* NAD 83(1995)-  39 35 38.78159(N)    078 48 02.87135(W)     ADJUSTED  
 JW1508* NAVD 88     -       564.     (meters)    1850.     (feet)  SCALED    
 JW1508  ___________________________________________________________________
 JW1508  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 JW1508  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JW1508
 JW1508  HORZ ORDER  -  FIRST
 JW1508
 JW1508.The horizontal coordinates were established by classical geodetic methods
 JW1508.and adjusted by the National Geodetic Survey in April 1998..
 JW1508
 JW1508.The orthometric height was scaled from a topographic map.
 JW1508
 JW1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1508
 JW1508.The geoid height was determined by GEOID03.
 JW1508
 JW1508;                    North         East     Units Scale Factor Converg.
 JW1508;SPC WV N     -   121,698.183   660,055.450   MT  0.99994090   +0 26 45.4
 JW1508;SPC MD       -   215,488.984   245,321.970   MT  1.00002839   -1 07 48.9
 JW1508;SPC MD       -   706,983.44    804,860.50   sFT  1.00002839   -1 07 48.9
 JW1508;SPC PA S     -    29,492.252   509,735.092   MT  1.00007035   -0 40 54.3
 JW1508;SPC PA S     -    96,759.16  1,672,355.88   sFT  1.00007035   -0 40 54.3
 JW1508;UTM  17      - 4,385,018.981   688,838.810   MT  1.00003906   +1 24 07.4
 JW1508
 JW1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1508!SPC WV N     -   0.99991667  x   0.99994090  =   0.99985758
 JW1508!SPC MD       -   0.99991667  x   1.00002839  =   0.99994506
 JW1508!SPC PA S     -   0.99991667  x   1.00007035  =   0.99998702
 JW1508!UTM  17      -   0.99991667  x   1.00003906  =   0.99995573
 JW1508
 JW1508|---------------------------------------------------------------------|
 JW1508| PID    Reference Object                     Distance      Geod. Az  |
 JW1508|                                                           dddmmss.s |
 JW1508| CK7658 KNOBLY RM 1                          18.249 METERS 10231     |
 JW1508| JW1512 DAN                                 APPROX. 8.4 KM 2603740.3 |
 JW1508| CK7659 KNOBLY RM 2                          17.910 METERS 35133     |
 JW1508|---------------------------------------------------------------------|
 JW1508
 JW1508                          SUPERSEDED SURVEY CONTROL
 JW1508
 JW1508  NAD 83(1995)-  39 35 38.78176(N)    078 48 02.87327(W) AD(       ) 1
 JW1508  NAD 83(1986)-  39 35 38.78507(N)    078 48 02.88055(W) AD(       ) 1
 JW1508  NAD 27      -  39 35 38.46600(N)    078 48 03.81400(W) AD(       ) 1
 JW1508
 JW1508.Superseded values are not recommended for survey control.
 JW1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1508.See file dsdata.txt to determine how the superseded data were derived.
 JW1508
 JW1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD8883985019(NAD 83)
 JW1508_MARKER: DS = TRIANGULATION STATION DISK
 JW1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1508_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1508
 JW1508  HISTORY     - Date     Condition        Report By
 JW1508  HISTORY     - 1955     MONUMENTED       CGS
 JW1508
 JW1508                          STATION DESCRIPTION
 JW1508
 JW1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 JW1508'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF CUMBERLAND, ON
 JW1508'LAND OWNED BY MRS. RIDGLEY AND
 JW1508'ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS 37 FEET EAST
 JW1508'OF THE WEST EDGE OF THE HILL AND 5
 JW1508'FEET NORTH OF A 4 INCH BY 4 INCH WHITE WINTESS PST.
 JW1508'
 JW1508'TO REACH THE STATION FROM THE NEW BRIDGE SPANNING THE POTOMAC RIVER
 JW1508'IN CUMBERLNAD, MARYLAND AND THE
 JW1508'WEST VIRGINIA AND MARYLAND STATE LINE, GO SOUTH ON WEST VIRGINIA
 JW1508'STATE HIGHWAY 28 FOR 2.3 MILES TO
 JW1508'THE TOP OF A HILL, A FARMHOUSE, AND A GRAVELED ROAD LEADING
 JW1508'SOUTHWESTERLY, BEAR RIGHT AND GO SOUTHWEST FOR
 JW1508'0.3 MILE TO THE C.E. GLOSS FARMHOUSE ON
 JW1508'THE LEFT AND A SIDE ROAD ON THE IRGHT, BEAR RIGHT AND CONTINUE
 JW1508'SOUTHERLY FOR 0.2 MILE TO A
 JW1508'POWERLINE CROSSING, CONTINUE SOUTHERLY FOR 0.5 MILE TO A Y-JUNCTION
 JW1508'AND A GATE ABOUT 100 YARDS
 JW1508'SOUTHWEST OF THE FARMHOUSE OF GEORGE MILTENBERGER, PASS THROUGH THE
 JW1508'GATE AND CONTINUE SOUTH AND WEST FOR
 JW1508'0.35 MILE TO ANOTHER GATE, PASS THROUGH THE GATE AND
 JW1508'CONTINUE WEST FOR 0.25 MILE TO A CULTIVATED FIELD
 JW1508'ON THE LEFT, BEAR LEFT AND GO SOUTH
 JW1508'ACROSS THE FIELD AND UP A STEEP HILL FOR 0.1 MILE TO THE TOP OF THE
 JW1508'HILL, BEAR RIGHT AND FOLLOW A DIM
 JW1508'ROAD WESTERLY FOR 0.2 MILE TO AN OLD STORAGE SHED ON THE LEFT,
 JW1508'CONTINUE SOUTH AND WEST ON THE DIM
 JW1508'ROAD FOR 0.15 MILE TO THE HIGHEST POINT OF THE MOUNTAIN AND
 JW1508'THE STATION.
 JW1508'
 JW1508'THE STATION
 JW1508'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED KNOBLY 1955.
 JW1508'
 JW1508'REFERENCE MARK 1 IS 61 FEET EAST OF THE WITNESS POST.  THE MARK
 JW1508'PROJECTS 4 INCHES, AND THE DISK
 JW1508'IS STAMPED KNOBLY NO 1 1955.
 JW1508'
 JW1508'REFERENCE MARK 2 IS 64 FEET NORTH OF THE WITNESS POST.  THE MARK IS
 JW1508'FLUSH WITH THE GROUND, AND THE
 JW1508'DISK IS STAMPED KNOBLY NO 2 1955.
 JW1508'
 JW1508'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 JW1508'
 JW1508'A FOUR WHEEL DRIVE TRUCK WILL BE
 JW1508'NEEDED TO DRIVE TO THE STATION AND MR. MILTENBERGER
 JW1508'MUST BE CONTACTED BEFORE DOING SO.
 JW1508'
 JW1508'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3184 ***********************************************************************
 KY3184  DESIGNATION -  KRAFT
 KY3184  PID         -  KY3184
 KY3184  STATE/COUNTY-  WV/OHIO
 KY3184  USGS QUAD   -  WHEELING (1994)
 KY3184
 KY3184                         *CURRENT SURVEY CONTROL
 KY3184  ___________________________________________________________________
 KY3184* NAD 83(1995)-  40 02 09.67649(N)    080 37 38.59039(W)     ADJUSTED  
 KY3184* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 KY3184  ___________________________________________________________________
 KY3184  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 KY3184  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY3184
 KY3184  HORZ ORDER  -  THIRD
 KY3184
 KY3184.The horizontal coordinates were established by classical geodetic methods
 KY3184.and adjusted by the National Geodetic Survey in April 1998..
 KY3184
 KY3184.The orthometric height was scaled from a topographic map.
 KY3184
 KY3184.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3184
 KY3184.The geoid height was determined by GEOID03.
 KY3184
 KY3184;                    North         East     Units Scale Factor Converg.
 KY3184;SPC WV N     -   171,132.007   503,784.516   MT  0.99996630   -0 43 08.5
 KY3184;UTM  17      - 4,431,821.732   531,789.520   MT  0.99961244   +0 14 22.9
 KY3184
 KY3184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3184!SPC WV N     -   0.99994180  x   0.99996630  =   0.99990810
 KY3184!UTM  17      -   0.99994180  x   0.99961244  =   0.99955426
 KY3184
 KY3184|---------------------------------------------------------------------|
 KY3184| PID    Reference Object                     Distance      Geod. Az  |
 KY3184|                                                           dddmmss.s |
 KY3184| CX3987 KRAFT RM 1                           13.140 METERS 07255     |
 KY3184| CX3988 KRAFT RM 2                           14.466 METERS 17233     |
 KY3184| KY3188 BETHELEM MUNICIPAL STANDPIPE        APPROX. 5.0 KM 2661931.6 |
 KY3184| CX3986 KRAFT AZ MK                                        2832106.0 |
 KY3184| KY3185 WHEELING RADIO STA WHLL MAST        APPROX. 8.8 KM 3132426.7 |
 KY3184|---------------------------------------------------------------------|
 KY3184
 KY3184                          SUPERSEDED SURVEY CONTROL
 KY3184
 KY3184  NAD 83(1986)-  40 02 09.68187(N)    080 37 38.59713(W) AD(       ) 3
 KY3184  NAD 27      -  40 02 09.44010(N)    080 37 39.33440(W) AD(       ) 3
 KY3184
 KY3184.Superseded values are not recommended for survey control.
 KY3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3184.See file dsdata.txt to determine how the superseded data were derived.
 KY3184
 KY3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE3179031822(NAD 83)
 KY3184_MARKER: DS = TRIANGULATION STATION DISK
 KY3184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3184_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3184
 KY3184  HISTORY     - Date     Condition        Report By
 KY3184  HISTORY     - 1963     MONUMENTED       CGS
 KY3184
 KY3184                          STATION DESCRIPTION
 KY3184
 KY3184'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3184'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST-SOUTHEAST OF
 KY3184'WHEELING, 1-1/2 MILES EAST-SOUTHEAST OF ELM GROVE, 1 MILE SOUTH OF
 KY3184'TRIADELPHIA, 0.7 MILE NORTH OF THE OHIO-MARSHALL COUNTY LINE AND
 KY3184'ON THE PROPERTY OF MR. L.W. KRAFT.  IT IS 9 FEET NORTHEAST OF
 KY3184'A WITNESS POST AND A WIRE FENCE, 26 FEET NORTHEAST OF THE
 KY3184'CENTERLINE OF A PAVED ROAD, 31 FEET SOUTHEAST OF A POWER POLE AND
 KY3184'34 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A BARN.
 KY3184'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED KRAFT 1963.
 KY3184'
 KY3184'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 KY3184'88 IN ELM GROVE, GO EAST ON HIGHWAY 40 FOR 0.1 MILE TO A SIDE ROAD
 KY3184'RIGHT (STONE CHURCH ROAD).  TURN RIGHT AND GO SOUTHERLY ON STONE
 KY3184'CHURCH ROAD FOR 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT.
 KY3184'CONTINUE SOUTHEAST ON THE PAVED ROAD FOR 0.25 MILE TO A SIDE ROAD
 KY3184'RIGHT (MAYPLE LANE).  CONTINUE SOUTHEAST ON THE PAVED ROAD FOR 0.1
 KY3184'MILE TO THE STATION ON THE LEFT JUST
 KY3184'NORTHWEST OF A LARGE WHITE BARN.
 KY3184'
 KY3184'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 KY3184'DRILL HOLE IN THE CONCRETE FOUNDATION OF A BARN.  IT IS 1 FOOT
 KY3184'SOUTH OF THE NORTHEAST CORNER OF THE BARN, 51 FEET NORTHEAST OF THE
 KY3184'CENTERLINE OF THE PAVED ROAD AND 70 FEET EAST OF THE POWER POLE.
 KY3184'THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED KRAFT NO 1 1963.
 KY3184'
 KY3184'REFERENCE MARK 2 IS 17 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KY3184'PAVED ROAD, 41 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN
 KY3184'AND 76 FEET EAST OF THE NORTHEAST CORNER OF MR. KRAFTS HOUSE.  THE
 KY3184'MONUMENT IS FLUSH AND THE DISK IS STAMPED KRAFT NO 2 1963.
 KY3184'
 KY3184'THE AZIMUTH MARK IS 1 FOOT WEST OF A WIRE FENCE, 2 FEET SOUTH OF A
 KY3184'WITNESS POST, 11 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD
 KY3184'AND 19 FEET SOUTH OF A POWER POLE. THE MONUMENT PROJECTS 1 INCH AND
 KY3184'THE DISK IS STAMPED KRAFT 1963.
 KY3184'
 KY3184'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0332 ***********************************************************************
 HX0332  DESIGNATION -  KUM
 HX0332  PID         -  HX0332
 HX0332  STATE/COUNTY-  WV/RANDOLPH
 HX0332  USGS QUAD   -  VALLEY HEAD (1995)
 HX0332
 HX0332                         *CURRENT SURVEY CONTROL
 HX0332  ___________________________________________________________________
 HX0332* NAD 83(1995)-  38 36 54.28145(N)    080 07 08.57008(W)     ADJUSTED  
 HX0332* NAVD 88     -      1169.753  (meters)    3837.76   (feet)  ADJUSTED  
 HX0332  ___________________________________________________________________
 HX0332  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 HX0332  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HX0332  DYNAMIC HT  -        1168.791 (meters)    3834.61  (feet)  COMP
 HX0332  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 HX0332
 HX0332  HORZ ORDER  -  THIRD
 HX0332  VERT ORDER  -  SECOND    CLASS 0
 HX0332
 HX0332.The horizontal coordinates were established by classical geodetic methods
 HX0332.and adjusted by the National Geodetic Survey in April 1998..
 HX0332
 HX0332.The orthometric height was determined by differential leveling
 HX0332.and adjusted by the National Geodetic Survey in June 1991..
 HX0332
 HX0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX0332
 HX0332.The geoid height was determined by GEOID03.
 HX0332
 HX0332.The dynamic height is computed by dividing the NAVD 88
 HX0332.geopotential number by the normal gravity value computed on the
 HX0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0332.degrees latitude (g = 980.6199 gals.).
 HX0332
 HX0332.The modeled gravity was interpolated from observed gravity values.
 HX0332
 HX0332;                    North         East     Units Scale Factor Converg.
 HX0332;SPC WV S     -   179,623.175   676,720.825   MT  0.99995386   +0 32 40.6
 HX0332;UTM  17      - 4,274,430.794   576,695.506   MT  0.99967244   +0 32 59.3
 HX0332
 HX0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX0332!SPC WV S     -   0.99982130  x   0.99995386  =   0.99977517
 HX0332!UTM  17      -   0.99982130  x   0.99967244  =   0.99949380
 HX0332
 HX0332|---------------------------------------------------------------------|
 HX0332| PID    Reference Object                     Distance      Geod. Az  |
 HX0332|                                                           dddmmss.s |
 HX0332| HX0331 KUM RM 1                             17.550 METERS 05953     |
 HX0332| HX0032 HICKORY LICK                        APPROX. 6.2 KM 2074221.5 |
 HX0332| HX0333 KUM RM 2                             20.288 METERS 32055     |
 HX0332|---------------------------------------------------------------------|
 HX0332
 HX0332                          SUPERSEDED SURVEY CONTROL
 HX0332
 HX0332  NAD 83(1986)-  38 36 54.28659(N)    080 07 08.58172(W) AD(       ) 3
 HX0332  NAD 27      -  38 36 53.89040(N)    080 07 09.32190(W) AD(       ) 3
 HX0332  NGVD 29 (??/??/92) 1169.852  (m)         3838.09   (f) ADJ UNCH    2 0
 HX0332
 HX0332.Superseded values are not recommended for survey control.
 HX0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0332.See file dsdata.txt to determine how the superseded data were derived.
 HX0332
 HX0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7669674431(NAD 83)
 HX0332_MARKER: DS = TRIANGULATION STATION DISK
 HX0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0332_STAMPING: KUM 1961
 HX0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0332+STABILITY: SURFACE MOTION
 HX0332
 HX0332  HISTORY     - Date     Condition        Report By
 HX0332  HISTORY     - 1961     MONUMENTED       CGS
 HX0332  HISTORY     - 1962     GOOD             NGS
 HX0332
 HX0332                          STATION DESCRIPTION
 HX0332
 HX0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX0332'STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF VALLEY HEAD, ABOUT
 HX0332'6 MILES SOUTHEAST
 HX0332'OF PICKENS AND NEAR THE SOUTH ENTRANCE TO KUMBRABOW
 HX0332'STATE FOREST ON A HIGH FLAT KNOB
 HX0332'THAT IS COVERED WITH LARGE TREES.
 HX0332'IT IS 23 FEET SOUTH OF A 24 INCH CHERRY TREE, 21
 HX0332'FEET WEST OF 14 INCH
 HX0332'CHERRY TREE, 12 FEET NORTH OF A 10 INCH MAPLE TREE AND 2.9 FEET
 HX0332'EAST OF METAL
 HX0332'WITNESS POST WITH SIGN.  STATION IS MARKED BY A STANDARD DISK
 HX0332'CEMENTED IN THE TOP OF A
 HX0332'4 INCH ORANGEBURG PIPE THAT PROJECTS 12 INCHES
 HX0332'ABOVE THE SURFACE OF THE GROUND AND THE
 HX0332'DISK IS STAMPED KUM 1961.
 HX0332'
 HX0332'TO REACH THE STATION FROM THE PICKENS RAILROAD DEPOT GO, NORTHEAST
 HX0332'ON SURFACED ROAD
 HX0332'FOR 0.8 MILE TO END OF SURFACED ROAD, CONTINUE STRAIGHT
 HX0332'AHEAD ON GRAVELED ROAD AND GO
 HX0332'SOUTHEASTERLY FOR 5.0 MILES TO FORKS, TAKE
 HX0332'LEFT FORK OF THREE AND GO EAST FOR 0.05 MILE TO
 HX0332'FORK.  TAKE RIGHT FORK
 HX0332'AND GO SOUTH AND EAST ON GRAVEL ROAD FOR 3.0 MILES TO SIDE ROAD
 HX0332'LEFT AND SIGN,
 HX0332'KUMBRABOW STATE FOREST ADMINISTRATION BLDG CABIN AREA.  CONTINUE
 HX0332'STRAIGHT AHEAD SOUTH ON
 HX0332'GRAVEL ROAD FOR 0.35 MILE TO A BEND IN ROAD AND
 HX0332'END OF TRUCK TRAVEL.  PACK WEST UP HILL
 HX0332'FOR ABOUT 0.2 MILE TO TOP OF RIDGE
 HX0332'AND STATION AS DESCRIBED.
 HX0332'
 HX0332'REFERENCE MARK NO. 1 IS 52 FEET SOUTHEAST OF 30 INCH MAPLE TREE, 20
 HX0332'FEET NORTHEAST OF
 HX0332'A 20 INCH BEECH TREE AND 12 FEET WEST OF A 16 INCH
 HX0332'CHERRY TREE.  IT IS MARKED BY A
 HX0332'STANDARD DISK CEMENTED IN THE TOP OF A
 HX0332'4 INCH ORANGEBURG PIPE THAT PROJECTS 5 INCHES
 HX0332'ABOVE THE SURFACE OF THE
 HX0332'GROUND AND THE DISK IS STAMPED KUM NO 1 1961.
 HX0332'
 HX0332'REFERENCE MARK NO. 2 IS 36 FEET WEST OF A 14 INCH CHERRY TREE, 13
 HX0332'FEET SOUTH OF A 16
 HX0332'INCH CHERRY TREE AND 2.5 FEET NORTH OF AN 8 INCH MAPLE
 HX0332'TREE.  IT IS MARKED BY A STANDARD
 HX0332'DISK CEMENTED IN THE TOP OF A 4 INCH
 HX0332'ORNAGEBURG PIPE THAT PROJECTS 5 INCHES ABOVE THE
 HX0332'SURFACE OF THE GROUND
 HX0332'AND THE DISK IS STAMPED KUM NO 2 1961.
 HX0332'
 HX0332'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 HX0332'
 HX0332'HEIGHT OF LIGHT ABOVE STATION MARK 21.90 METERS.
 HX0332
 HX0332                          STATION RECOVERY (1962)
 HX0332
 HX0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX0332'5 MI N FROM MONTERVILLE.
 HX0332'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 HX0332'OFFICE AT MONTERVILLE, THENCE ABOUT 4.7 MILE NORTH ALONG COUNTY
 HX0332'ROAD 45, THENCE ABOUT 0.2 MILE WEST ALONG A TRAIL TO SUMMIT OF
 HX0332'A SHARP HILL, ABOUT 0.6 MILE SOUTHWEST OF THE JUNCTION OF A
 HX0332'GRADED ROAD LEADING EAST TO KUMBRABOW STATE FOREST, 38 FEET
 HX0332'SOUTHWEST OF A 18-INCH BEECH TREE, 23 FEET SOUTH OF A 20-INCH
 HX0332'CHERRY TREE, 12 FEET NORTH OF A 10-INCH MAPLE TREE, 3.1 FEET EAST
 HX0332'OF A STEEL WITNESS POST, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0331 ***********************************************************************
 HX0331  DESIGNATION -  KUM RM 1
 HX0331  PID         -  HX0331
 HX0331  STATE/COUNTY-  WV/RANDOLPH
 HX0331  USGS QUAD   -  VALLEY HEAD (1995)
 HX0331
 HX0331                         *CURRENT SURVEY CONTROL
 HX0331  ___________________________________________________________________
 HX0331* NAD 83(1986)-  38 36 54.     (N)    080 07 08.     (W)     SCALED    
 HX0331* NAVD 88     -      1168.230  (meters)    3832.77   (feet)  ADJUSTED  
 HX0331  ___________________________________________________________________
 HX0331  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HX0331  DYNAMIC HT  -        1167.270 (meters)    3829.62  (feet)  COMP
 HX0331  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 HX0331
 HX0331  VERT ORDER  -  SECOND    CLASS 0
 HX0331
 HX0331.The horizontal coordinates were scaled from a topographic map and have
 HX0331.an estimated accuracy of +/- 6 seconds.
 HX0331
 HX0331.The orthometric height was determined by differential leveling
 HX0331.and adjusted by the National Geodetic Survey in June 1991..
 HX0331
 HX0331.The geoid height was determined by GEOID03.
 HX0331
 HX0331.The dynamic height is computed by dividing the NAVD 88
 HX0331.geopotential number by the normal gravity value computed on the
 HX0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0331.degrees latitude (g = 980.6199 gals.).
 HX0331
 HX0331.The modeled gravity was interpolated from observed gravity values.
 HX0331
 HX0331;                    North         East    Units  Estimated Accuracy
 HX0331;SPC WV S     -   179,620.      676,740.      MT  (+/- 180 meters Scaled)
 HX0331
 HX0331                          SUPERSEDED SURVEY CONTROL
 HX0331
 HX0331  NGVD 29 (??/??/92) 1168.328  (m)         3833.09   (f) ADJ UNCH    2 0
 HX0331
 HX0331.Superseded values are not recommended for survey control.
 HX0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0331.See file dsdata.txt to determine how the superseded data were derived.
 HX0331
 HX0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC767744(NAD 83)
 HX0331_MARKER: DR = REFERENCE MARK DISK
 HX0331_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX0331_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX0331_STAMPING: KUM NO 1 1961
 HX0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0331
 HX0331  HISTORY     - Date     Condition        Report By
 HX0331  HISTORY     - 1961     MONUMENTED       CGS
 HX0331  HISTORY     - 1962     GOOD             NGS
 HX0331
 HX0331                          STATION DESCRIPTION
 HX0331
 HX0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0331'5 MI N FROM MONTERVILLE.
 HX0331'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 HX0331'OFFICE AT MONTERVILLE, THENCE ABOUT 4.7 MILES NORTH ALONG A
 HX0331'COUNTRY ROAD 45, THENCE ABOUT 0.2 MILE WEST ALONG A TRAIL TO
 HX0331'SUMMIT OF A SHARP HILL, ABOUT 0.6 MILE SOUTHWEST OF THE JUNCTION
 HX0331'OF A GRADED ROAD LEADING EAST TO KUMBRABOW STATE FOREST, 57.6
 HX0331'FEET NORTHEAST OF KUM, 52 FEET SOUTH OF A 36-INCH MAPLE TREE,
 HX0331'AND SET IN THE TOP OF A 4-INCH ORANGEBURG PIPE FILLED WITH
 HX0331'CONCRETE AND PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0333 ***********************************************************************
 HX0333  DESIGNATION -  KUM RM 2
 HX0333  PID         -  HX0333
 HX0333  STATE/COUNTY-  WV/RANDOLPH
 HX0333  USGS QUAD   -  VALLEY HEAD (1995)
 HX0333
 HX0333                         *CURRENT SURVEY CONTROL
 HX0333  ___________________________________________________________________
 HX0333* NAD 83(1986)-  38 36 54.     (N)    080 07 08.     (W)     SCALED    
 HX0333* NAVD 88     -      1169.275  (meters)    3836.20   (feet)  ADJUSTED  
 HX0333  ___________________________________________________________________
 HX0333  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HX0333  DYNAMIC HT  -        1168.314 (meters)    3833.04  (feet)  COMP
 HX0333  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 HX0333
 HX0333  VERT ORDER  -  SECOND    CLASS 0
 HX0333
 HX0333.The horizontal coordinates were scaled from a topographic map and have
 HX0333.an estimated accuracy of +/- 6 seconds.
 HX0333
 HX0333.The orthometric height was determined by differential leveling
 HX0333.and adjusted by the National Geodetic Survey in June 1991..
 HX0333
 HX0333.The geoid height was determined by GEOID03.
 HX0333
 HX0333.The dynamic height is computed by dividing the NAVD 88
 HX0333.geopotential number by the normal gravity value computed on the
 HX0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0333.degrees latitude (g = 980.6199 gals.).
 HX0333
 HX0333.The modeled gravity was interpolated from observed gravity values.
 HX0333
 HX0333;                    North         East    Units  Estimated Accuracy
 HX0333;SPC WV S     -   179,620.      676,740.      MT  (+/- 180 meters Scaled)
 HX0333
 HX0333                          SUPERSEDED SURVEY CONTROL
 HX0333
 HX0333  NGVD 29 (??/??/92) 1169.374  (m)         3836.52   (f) ADJ UNCH    2 0
 HX0333
 HX0333.Superseded values are not recommended for survey control.
 HX0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0333.See file dsdata.txt to determine how the superseded data were derived.
 HX0333
 HX0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC767744(NAD 83)
 HX0333_MARKER: DR = REFERENCE MARK DISK
 HX0333_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX0333_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX0333_STAMPING: KUM NO 2 1961
 HX0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0333
 HX0333  HISTORY     - Date     Condition        Report By
 HX0333  HISTORY     - 1961     MONUMENTED       CGS
 HX0333  HISTORY     - 1962     GOOD             NGS
 HX0333
 HX0333                          STATION DESCRIPTION
 HX0333
 HX0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0333'5 MI N FROM MONTERVILLE.
 HX0333'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 HX0333'OFFICE AT MONTERVILLE, THENCE ABOUT 4.7 MILES NORTH ALONG COUNTY
 HX0333'ROAD 45, THENCE ABOUT 0.2 MILE WEST ALONG A TRAIL TO SUMMIT OF
 HX0333'A SHARP HILL, ABOUT 0.6 MILE SOUTHWEST OF THE JUNCTION OF A
 HX0333'GRADED ROAD LEADING EAST TO KUMBRABOW STATE FOREST, 66 1/2 FEET
 HX0333'NORTHWEST OF THE STATION MARK, 2 FEET NORTHEAST OF THE NORTH ONE
 HX0333'OF TWO MAPLE TREES GROWING FROM THE SAME STUMP, AND SET IN THE
 HX0333'TOP OF A 4-INCH ORANGEBURG PIPE FILLED WITH CONCRETE THAT
 HX0333'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3007 ***********************************************************************
 HX3007  DESIGNATION -  KYGER
 HX3007  PID         -  HX3007
 HX3007  STATE/COUNTY-  WV/ROANE
 HX3007  USGS QUAD   -  REEDY (1975)
 HX3007
 HX3007                         *CURRENT SURVEY CONTROL
 HX3007  ___________________________________________________________________
 HX3007* NAD 83(1995)-  38 52 42.70477(N)    081 22 41.24032(W)     ADJUSTED  
 HX3007* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 HX3007  ___________________________________________________________________
 HX3007  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 HX3007  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 HX3007
 HX3007  HORZ ORDER  -  SECOND
 HX3007
 HX3007.The horizontal coordinates were established by classical geodetic methods
 HX3007.and adjusted by the National Geodetic Survey in April 1998..
 HX3007
 HX3007.The orthometric height was scaled from a topographic map.
 HX3007
 HX3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3007
 HX3007.The geoid height was determined by GEOID03.
 HX3007
 HX3007;                    North         East     Units Scale Factor Converg.
 HX3007;SPC WV S     -   208,570.603   567,188.816   MT  0.99999898   -0 14 01.5
 HX3007;SPC WV N     -    43,727.023   437,034.971   MT  1.00002518   -1 11 52.1
 HX3007;UTM  17      - 4,303,364.898   467,201.765   MT  0.99961325   -0 14 14.4
 HX3007
 HX3007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3007!SPC WV S     -   0.99995039  x   0.99999898  =   0.99994937
 HX3007!SPC WV N     -   0.99995039  x   1.00002518  =   0.99997557
 HX3007!UTM  17      -   0.99995039  x   0.99961325  =   0.99956366
 HX3007
 HX3007|---------------------------------------------------------------------|
 HX3007| PID    Reference Object                     Distance      Geod. Az  |
 HX3007|                                                           dddmmss.s |
 HX3007| DC4512 KYGER RM 1                           18.448 METERS 10344     |
 HX3007| DC4513 KYGER RM 2                           13.362 METERS 21447     |
 HX3007| DC4511 KYGER AZ MK                                        3473406.4 |
 HX3007|---------------------------------------------------------------------|
 HX3007
 HX3007                          SUPERSEDED SURVEY CONTROL
 HX3007
 HX3007  NAD 83(1986)-  38 52 42.71033(N)    081 22 41.24649(W) AD(       ) 2
 HX3007  NAD 27      -  38 52 42.40500(N)    081 22 41.81500(W) AD(       ) 2
 HX3007
 HX3007.Superseded values are not recommended for survey control.
 HX3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3007.See file dsdata.txt to determine how the superseded data were derived.
 HX3007
 HX3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6720203365(NAD 83)
 HX3007_MARKER: DS = TRIANGULATION STATION DISK
 HX3007_SETTING: 0 = UNSPECIFIED SETTING
 HX3007
 HX3007  HISTORY     - Date     Condition        Report By
 HX3007  HISTORY     - 1944     MONUMENTED       CGS
 HX3007
 HX3007                          STATION DESCRIPTION
 HX3007
 HX3007'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3007'STATION IS LOCATED APPROXIMATELY 5 MILES NW OF SPENCER, 3 MILES SE OF
 HX3007'REEDY, AND ON THE PROPERTY OF
 HX3007'MRS. OTTIE MURRAY.  THE MARK IS LOCATED ON THE
 HX3007'HIGHEST PART OF A BRUSHY KNOLL,
 HX3007'165 FEET N OF A DIRT ROAD, AND
 HX3007'37 FEET N OF AN E-W FENCE LINE.  THE DISK IS
 HX3007'STAMPED KYGER 1944.
 HX3007'
 HX3007'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3007'DISKS SET IN CONCRETE.
 HX3007'
 HX3007'REFERENCE MARK 1 IS 3 FEET N OF E-W FENCE LINE AND IS STAMPED
 HX3007'KYGER NO 1 1944.
 HX3007'
 HX3007'REFERENCE MARK 2 IS 2 FEET N OF E-W FENCE LINE AND IS STAMPED
 HX3007'KYGER NO 2 1944.
 HX3007'
 HX3007'AZIMUTH MARK IS 159 FEET N OF THE NW CORNER OF THE MURRAY
 HX3007'BARN AND 1 FOOT S
 HX3007'OF E-W FENCE LINE.  IT IS STAMPED KYGER 1944.
 HX3007'
 HX3007'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND
 HX3007'U.S. HIGHWAY 33 IN
 HX3007'SPENCER, GO N ON HIGHWAY 14 FOR 8.6 MILES TO A
 HX3007'DIRT T-ROAD RIGHT, TURN RIGHT AND GO
 HX3007'0.75 MILE TO A FORK, TAKE
 HX3007'RIGHT FORK AND GO 1.55 MILES TO A GATE* ON THE LEFT AND
 HX3007'THE END OF
 HX3007'TRUCK TRAVEL.  PACK NE TO THE HIGHEST POINT OF THE HILL AND
 HX3007'THE STATION.
 HX3007'
 HX3007'*TO REACH THE AZIMUTH MARK FROM GATE, GO N ON DIM TRACK ROAD
 HX3007'FOR 0.2 MILE TO
 HX3007'MRS. OTTIE MURRAYS RESIDENCE.  THE AZIMUTH MARK
 HX3007'IS APPROXIMATELY 300 YARDS N OF
 HX3007'THE HOUSE.
 HX3007'
 HX3007'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2918 ***********************************************************************
 JV2918  DESIGNATION -  L 1
 JV2918  PID         -  JV2918
 JV2918  STATE/COUNTY-  WV/JEFFERSON
 JV2918  USGS QUAD   -  HARPERS FERRY (1988)
 JV2918
 JV2918                         *CURRENT SURVEY CONTROL
 JV2918  ___________________________________________________________________
 JV2918* NAD 83(1986)-  39 19 18.     (N)    077 44 04.     (W)     SCALED    
 JV2918* NAVD 88     -        83.546  (meters)     274.10   (feet)  ADJUSTED  
 JV2918  ___________________________________________________________________
 JV2918  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JV2918  DYNAMIC HT  -          83.497 (meters)     273.94  (feet)  COMP
 JV2918  MODELED GRAV-     980,041.1   (mgal)                       NAVD 88
 JV2918
 JV2918  VERT ORDER  -  FIRST     CLASS II
 JV2918
 JV2918.The horizontal coordinates were scaled from a topographic map and have
 JV2918.an estimated accuracy of +/- 6 seconds.
 JV2918
 JV2918.The orthometric height was determined by differential leveling
 JV2918.and adjusted by the National Geodetic Survey in June 1991..
 JV2918
 JV2918.The geoid height was determined by GEOID03.
 JV2918
 JV2918.The dynamic height is computed by dividing the NAVD 88
 JV2918.geopotential number by the normal gravity value computed on the
 JV2918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2918.degrees latitude (g = 980.6199 gals.).
 JV2918
 JV2918.The modeled gravity was interpolated from observed gravity values.
 JV2918
 JV2918;                    North         East    Units  Estimated Accuracy
 JV2918;SPC WV N     -    92,720.      752,230.      MT  (+/- 180 meters Scaled)
 JV2918
 JV2918                          SUPERSEDED SURVEY CONTROL
 JV2918
 JV2918  NGVD 29 (??/??/??)   83.732  (m)          274.71   (f) ADJUSTED    1 2
 JV2918
 JV2918.Superseded values are not recommended for survey control.
 JV2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2918.See file dsdata.txt to determine how the superseded data were derived.
 JV2918
 JV2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ642560(NAD 83)
 JV2918_MARKER: DB = BENCH MARK DISK
 JV2918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2918_SP_SET: CONCRETE ABUTMENT
 JV2918_STAMPING: 274.711 L 1 1929
 JV2918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2918
 JV2918  HISTORY     - Date     Condition        Report By
 JV2918  HISTORY     - 1929     MONUMENTED       CGS
 JV2918  HISTORY     - 1954     GOOD             CGS
 JV2918  HISTORY     - 1983     GOOD             NGS
 JV2918
 JV2918                          STATION DESCRIPTION
 JV2918
 JV2918'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JV2918'0.4 MI W FROM HARPERS FERRY.
 JV2918'0.4 MILE WEST ALONG THE CHARLES TOWN BRANCH OF THE BALTIMORE AND
 JV2918'OHIO RAILROAD FROM THE STATION AT HARPERS FERRY, JEFFERSON
 JV2918'COUNTY, 70 FEET WEST OF THE WEST ABUTMENT OF BRIDGE 2, IN THE
 JV2918'TOP OF THE SOUTH END OF AN OLD CONCRETE ABUTMENT, 8 FEET SOUTH
 JV2918'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE
 JV2918'TRACK.  A STANDARD DISK, STAMPED 274.711 L 1 1929.
 JV2918
 JV2918                          STATION RECOVERY (1983)
 JV2918
 JV2918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1469 ***********************************************************************
 HX1469  DESIGNATION -  L 10
 HX1469  PID         -  HX1469
 HX1469  STATE/COUNTY-  WV/LEWIS
 HX1469  USGS QUAD   -  PETERSON (1989)
 HX1469
 HX1469                         *CURRENT SURVEY CONTROL
 HX1469  ___________________________________________________________________
 HX1469* NAD 83(1986)-  38 53 27.     (N)    080 33 49.     (W)     SCALED    
 HX1469* NAVD 88     -       244.639  (meters)     802.62   (feet)  ADJUSTED  
 HX1469  ___________________________________________________________________
 HX1469  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HX1469  DYNAMIC HT  -         244.480 (meters)     802.10  (feet)  COMP
 HX1469  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 HX1469
 HX1469  VERT ORDER  -  SECOND    CLASS 0
 HX1469
 HX1469.The horizontal coordinates were scaled from a topographic map and have
 HX1469.an estimated accuracy of +/- 6 seconds.
 HX1469
 HX1469.The orthometric height was determined by differential leveling
 HX1469.and adjusted by the National Geodetic Survey in June 1991..
 HX1469
 HX1469.The geoid height was determined by GEOID03.
 HX1469
 HX1469.The dynamic height is computed by dividing the NAVD 88
 HX1469.geopotential number by the normal gravity value computed on the
 HX1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1469.degrees latitude (g = 980.6199 gals.).
 HX1469
 HX1469.The modeled gravity was interpolated from observed gravity values.
 HX1469
 HX1469;                    North         East    Units  Estimated Accuracy
 HX1469;SPC WV S     -   209,960.      637,860.      MT  (+/- 180 meters Scaled)
 HX1469
 HX1469                          SUPERSEDED SURVEY CONTROL
 HX1469
 HX1469  NGVD 29 (??/??/92)  244.805  (m)          803.16   (f) ADJ UNCH    2 0
 HX1469
 HX1469.Superseded values are not recommended for survey control.
 HX1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1469.See file dsdata.txt to determine how the superseded data were derived.
 HX1469
 HX1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND378047(NAD 83)
 HX1469_MARKER: DB = BENCH MARK DISK
 HX1469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1469_SP_SET: BRIDGE SEAT
 HX1469_STAMPING: L 10 1933
 HX1469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1469
 HX1469  HISTORY     - Date     Condition        Report By
 HX1469  HISTORY     - 1933     MONUMENTED       CGS
 HX1469  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1469  HISTORY     - 1964     MARK NOT FOUND   NGS
 HX1469
 HX1469                          STATION DESCRIPTION
 HX1469
 HX1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1469'AT BENNETS.
 HX1469'AT BENNETS, LEWIS COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 HX1469'10 RAILS EAST OF THE FLAG STOP, 3 RAILS EAST OF THE JUNCTION
 HX1469'OF A SIDE TRACK, AT BRIDGE 43 A, IN THE TOP OF THE SOUTH END
 HX1469'OF THE EAST BRIDGE SEAT, 12 FEET SOUTH OF THE CENTERLINE OF THE
 HX1469'TRACK AND 4 FEET LOWER THAN THE TRACK.
 HX1469
 HX1469                          STATION RECOVERY (1964)
 HX1469
 HX1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HX1469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1232 ***********************************************************************
 JX1232  DESIGNATION -  L 101
 JX1232  PID         -  JX1232
 JX1232  STATE/COUNTY-  WV/WOOD
 JX1232  USGS QUAD   -  POND CREEK (1994)
 JX1232
 JX1232                         *CURRENT SURVEY CONTROL
 JX1232  ___________________________________________________________________
 JX1232* NAD 83(1986)-  39 06 54.     (N)    081 38 45.     (W)     SCALED    
 JX1232* NAVD 88     -       211.694  (meters)     694.53   (feet)  ADJUSTED  
 JX1232  ___________________________________________________________________
 JX1232  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JX1232  DYNAMIC HT  -         211.561 (meters)     694.10  (feet)  COMP
 JX1232  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JX1232
 JX1232  VERT ORDER  -  SECOND    CLASS 0
 JX1232
 JX1232.The horizontal coordinates were scaled from a topographic map and have
 JX1232.an estimated accuracy of +/- 6 seconds.
 JX1232
 JX1232.The orthometric height was determined by differential leveling
 JX1232.and adjusted by the National Geodetic Survey in June 1991..
 JX1232
 JX1232.The geoid height was determined by GEOID03.
 JX1232
 JX1232.The dynamic height is computed by dividing the NAVD 88
 JX1232.geopotential number by the normal gravity value computed on the
 JX1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1232.degrees latitude (g = 980.6199 gals.).
 JX1232
 JX1232.The modeled gravity was interpolated from observed gravity values.
 JX1232
 JX1232;                    North         East    Units  Estimated Accuracy
 JX1232;SPC WV N     -    70,490.      414,440.      MT  (+/- 180 meters Scaled)
 JX1232
 JX1232                          SUPERSEDED SURVEY CONTROL
 JX1232
 JX1232  NGVD 29 (??/??/92)  211.867  (m)          695.10   (f) ADJ UNCH    2 0
 JX1232
 JX1232.Superseded values are not recommended for survey control.
 JX1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1232.See file dsdata.txt to determine how the superseded data were derived.
 JX1232
 JX1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD441297(NAD 83)
 JX1232_MARKER: DB = BENCH MARK DISK
 JX1232_SETTING: 66 = SET IN ROCK OUTCROP
 JX1232_SP_SET: ROCK LEDGE
 JX1232_STAMPING: L 101 1956
 JX1232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1232+STABILITY: POSITION/ELEVATION WELL
 JX1232
 JX1232  HISTORY     - Date     Condition        Report By
 JX1232  HISTORY     - 1956     MONUMENTED       CGS
 JX1232  HISTORY     - 1976     GOOD             NGS
 JX1232
 JX1232                          STATION DESCRIPTION
 JX1232
 JX1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1232'6 MI E FROM BELLEVILLE.
 JX1232'6.0 MILES EAST ALONG A GRAVEL ROAD FROM THE BALTIMORE AND OHIO
 JX1232'RAILROAD STATION AND INTERSECTION OF STATE HIGHWAY 2 AT BELLEVILLE,
 JX1232'ABOUT 7.0 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD FROM
 JX1232'THE SCHOOL AND JUNCTION OF U.S. HIGHWAY 21 AT ROCKPORT, WOOD
 JX1232'COUNTY, ABOUT 1.0 MILE SOUTHEAST OF JUNCTION OF A GRAVEL ROAD
 JX1232'LEADING NORTHEAST TO WADEVILLE, IN THE TOP OF A 10 BY 5-FOOT
 JX1232'SANDSTONE LEDGE, 18 1/2 FEET NORTH OF CENTER LINE OF ROAD,
 JX1232'68 FEET NORTH AND ACROSS ROAD FROM NORTHWEST CORNER OF HARRY
 JX1232'DAWSON RESIDENCE, 35 1/2 FEET SOUTH-SOUTHEAST OF SOUTHEAST
 JX1232'CORNER OF A BARN, 11 1/2 FEET WEST OF SOUTHWEST CORNER OF A
 JX1232'GRAIN STORAGE BUILDING 15 1/2 FEET EAST-NORTHEAST OF NORTH END
 JX1232'OF A 40-INCH METAL PIPE CULVERT UNDER ROAD AND ABOUT 1 1/2 FEET
 JX1232'ABOVE LEVEL OF ROAD.  NOTE-- MARK MAY BE REACHED FROM WADEVILLE,
 JX1232'WOOD COUNTY, BY GOING ABOUT 2.55 MILES SOUTHWEST ALONG A GRAVEL
 JX1232'ROAD FROM BRIDGE OVER NORTH FORK OF LEE CREEK, THENCE ABOUT
 JX1232'1.0 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO ROCKPORT.
 JX1232
 JX1232                          STATION RECOVERY (1976)
 JX1232
 JX1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1124 ***********************************************************************
 JX1124  DESIGNATION -  L 102
 JX1124  PID         -  JX1124
 JX1124  STATE/COUNTY-  WV/WOOD
 JX1124  USGS QUAD   -  POND CREEK (1994)
 JX1124
 JX1124                         *CURRENT SURVEY CONTROL
 JX1124  ___________________________________________________________________
 JX1124* NAD 83(1986)-  39 06 31.     (N)    081 44 12.     (W)     SCALED    
 JX1124* NAVD 88     -       187.445  (meters)     614.98   (feet)  ADJUSTED  
 JX1124  ___________________________________________________________________
 JX1124  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX1124  DYNAMIC HT  -         187.326 (meters)     614.59  (feet)  COMP
 JX1124  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JX1124
 JX1124  VERT ORDER  -  FIRST     CLASS II
 JX1124
 JX1124.The horizontal coordinates were scaled from a topographic map and have
 JX1124.an estimated accuracy of +/- 6 seconds.
 JX1124
 JX1124.The orthometric height was determined by differential leveling
 JX1124.and adjusted by the National Geodetic Survey in June 1991..
 JX1124
 JX1124.The geoid height was determined by GEOID03.
 JX1124
 JX1124.The dynamic height is computed by dividing the NAVD 88
 JX1124.geopotential number by the normal gravity value computed on the
 JX1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1124.degrees latitude (g = 980.6199 gals.).
 JX1124
 JX1124.The modeled gravity was interpolated from observed gravity values.
 JX1124
 JX1124;                    North         East    Units  Estimated Accuracy
 JX1124;SPC WV N     -    69,970.      406,570.      MT  (+/- 180 meters Scaled)
 JX1124
 JX1124                          SUPERSEDED SURVEY CONTROL
 JX1124
 JX1124  NGVD 29 (??/??/92)  187.620  (m)          615.55   (f) ADJ UNCH    1 2
 JX1124
 JX1124.Superseded values are not recommended for survey control.
 JX1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1124.See file dsdata.txt to determine how the superseded data were derived.
 JX1124
 JX1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD363290(NAD 83)
 JX1124_MARKER: DB = BENCH MARK DISK
 JX1124_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1124_STAMPING: L 102 1956
 JX1124_MARK LOGO: CGS   
 JX1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1124+STABILITY: SURFACE MOTION
 JX1124
 JX1124  HISTORY     - Date     Condition        Report By
 JX1124  HISTORY     - 1956     MONUMENTED       CGS
 JX1124  HISTORY     - 1963     GOOD             NGS
 JX1124  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1124  HISTORY     - 1984     GOOD             NGS
 JX1124
 JX1124                          STATION DESCRIPTION
 JX1124
 JX1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1124'1 MI S FROM BELLEVILLE.
 JX1124'1.0 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1124'STATION AT BELLEVILLE, ABOUT 0.5 MILE SOUTH OF A ROAD CROSSING,
 JX1124'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL
 JX1124'OF A 24-INCH PIPE CULVERT UNDER STATE HIGHWAY 2, ABOUT 1 1/2
 JX1124'TELEPHONE POLES NORTH OF RAILROAD TELEPHONE POLE NO. 112/30,
 JX1124'80 FEET EAST AND ACROSS HIGHWAY FROM EAST RAIL OF TRACK, 20
 JX1124'FEET EAST OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT BELOW
 JX1124'LEVEL OF HIGHWAY.
 JX1124
 JX1124                          STATION RECOVERY (1963)
 JX1124
 JX1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1124'RECOVERED IN GOOD CONDITION.
 JX1124
 JX1124                          STATION RECOVERY (1976)
 JX1124
 JX1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1124'MARK NOT FOUND.
 JX1124
 JX1124                          STATION RECOVERY (1984)
 JX1124
 JX1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2657 ***********************************************************************
 HX2657  DESIGNATION -  L 103
 HX2657  PID         -  HX2657
 HX2657  STATE/COUNTY-  WV/JACKSON
 HX2657  USGS QUAD   -  SANDYVILLE (1988)
 HX2657
 HX2657                         *CURRENT SURVEY CONTROL
 HX2657  ___________________________________________________________________
 HX2657* NAD 83(1986)-  38 59 08.     (N)    081 42 37.     (W)     SCALED    
 HX2657* NAVD 88     -       183.379  (meters)     601.64   (feet)  ADJUSTED  
 HX2657  ___________________________________________________________________
 HX2657  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 HX2657  DYNAMIC HT  -         183.262 (meters)     601.25  (feet)  COMP
 HX2657  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 HX2657
 HX2657  VERT ORDER  -  SECOND    CLASS 0
 HX2657
 HX2657.The horizontal coordinates were scaled from a topographic map and have
 HX2657.an estimated accuracy of +/- 6 seconds.
 HX2657
 HX2657.The orthometric height was determined by differential leveling
 HX2657.and adjusted by the National Geodetic Survey in June 1991..
 HX2657
 HX2657.The geoid height was determined by GEOID03.
 HX2657
 HX2657.The dynamic height is computed by dividing the NAVD 88
 HX2657.geopotential number by the normal gravity value computed on the
 HX2657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2657.degrees latitude (g = 980.6199 gals.).
 HX2657
 HX2657.The modeled gravity was interpolated from observed gravity values.
 HX2657
 HX2657;                    North         East    Units  Estimated Accuracy
 HX2657;SPC WV S     -   220,620.      538,460.      MT  (+/- 180 meters Scaled)
 HX2657
 HX2657                          SUPERSEDED SURVEY CONTROL
 HX2657
 HX2657  NGVD 29 (??/??/92)  183.551  (m)          602.20   (f) ADJ UNCH    2 0
 HX2657
 HX2657.Superseded values are not recommended for survey control.
 HX2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2657.See file dsdata.txt to determine how the superseded data were derived.
 HX2657
 HX2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD384154(NAD 83)
 HX2657_MARKER: DB = BENCH MARK DISK
 HX2657_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2657_SP_SET: BRIDGE SEAT
 HX2657_STAMPING: L 103 1956
 HX2657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2657
 HX2657  HISTORY     - Date     Condition        Report By
 HX2657  HISTORY     - 1956     MONUMENTED       CGS
 HX2657  HISTORY     - 1976     GOOD             NGS
 HX2657  HISTORY     - 1984     GOOD             NGS
 HX2657
 HX2657                          STATION DESCRIPTION
 HX2657
 HX2657'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2657'3.3 MI E FROM SHERMAN.
 HX2657'ABOUT 0.65 MILE EAST AND NORTHEAST ALONG A GRAVEL ROAD FROM THE
 HX2657'JUNCTION OF STATE HIGHWAY 2 AND NORTH END OF HIGHWAY BRIDGE OVER
 HX2657'LITTLE SANDY CREEK AT SHERMAN, THENCE ABOUT 2.65 MILES EAST ALONG
 HX2657'A GRAVEL ROAD, ABOUT 0.1 MILE SOUTHEAST OF JUNCTION OF A ROAD
 HX2657'NORTHEAST, IN THE TOP OF NORTHEAST END OF BRIDGE SEAT OF
 HX2657'NORTHWEST CONCRETE ABUTMENT OF STEEL BRIDGE OVER MEATHOUSE FORK,
 HX2657'10 FEET NORTHEAST OF CENTER LINE OF ROAD, 1 FOOT SOUTHWEST OF
 HX2657'NORTHEAST END OF BRIDGE SEAT AND 2 1/2 FEET BELOW LEVEL OF
 HX2657'ROAD.  NOTE-- MARK IS ABOUT 3.2 MILES SOUTHWEST AND WEST ALONG
 HX2657'A GRAVEL ROAD LEADING TO SHERMAN FROM THE SCHOOL AT CUBA, JACKSON
 HX2657'COUNTY.
 HX2657
 HX2657                          STATION RECOVERY (1976)
 HX2657
 HX2657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2657'RECOVERED IN GOOD CONDITION.
 HX2657
 HX2657                          STATION RECOVERY (1984)
 HX2657
 HX2657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0421 ***********************************************************************
 HY0421  DESIGNATION -  L 104
 HY0421  PID         -  HY0421
 HY0421  STATE/COUNTY-  WV/MASON
 HY0421  USGS QUAD   -  CHESHIRE (1989)
 HY0421
 HY0421                         *CURRENT SURVEY CONTROL
 HY0421  ___________________________________________________________________
 HY0421* NAD 83(1986)-  38 55 12.     (N)    082 06 53.     (W)     SCALED    
 HY0421* NAVD 88     -       174.740  (meters)     573.29   (feet)  ADJUSTED  
 HY0421  ___________________________________________________________________
 HY0421  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HY0421  DYNAMIC HT  -         174.630 (meters)     572.93  (feet)  COMP
 HY0421  MODELED GRAV-     979,995.6   (mgal)                       NAVD 88
 HY0421
 HY0421  VERT ORDER  -  SECOND    CLASS 0
 HY0421
 HY0421.The horizontal coordinates were scaled from a topographic map and have
 HY0421.an estimated accuracy of +/- 6 seconds.
 HY0421
 HY0421.The orthometric height was determined by differential leveling
 HY0421.and adjusted by the National Geodetic Survey in June 1991..
 HY0421
 HY0421.The geoid height was determined by GEOID03.
 HY0421
 HY0421.The dynamic height is computed by dividing the NAVD 88
 HY0421.geopotential number by the normal gravity value computed on the
 HY0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0421.degrees latitude (g = 980.6199 gals.).
 HY0421
 HY0421.The modeled gravity was interpolated from observed gravity values.
 HY0421
 HY0421;                    North         East    Units  Estimated Accuracy
 HY0421;SPC WV S     -   213,690.      503,330.      MT  (+/- 180 meters Scaled)
 HY0421
 HY0421                          SUPERSEDED SURVEY CONTROL
 HY0421
 HY0421  NGVD 29 (??/??/92)  174.931  (m)          573.92   (f) ADJ UNCH    2 0
 HY0421
 HY0421.Superseded values are not recommended for survey control.
 HY0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0421.See file dsdata.txt to determine how the superseded data were derived.
 HY0421
 HY0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD033084(NAD 83)
 HY0421_MARKER: DB = BENCH MARK DISK
 HY0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0421_STAMPING: L 104 1956
 HY0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0421+STABILITY: SURFACE MOTION
 HY0421
 HY0421  HISTORY     - Date     Condition        Report By
 HY0421  HISTORY     - 1956     MONUMENTED       CGS
 HY0421  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0421
 HY0421                          STATION DESCRIPTION
 HY0421
 HY0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0421'3.2 MI S FROM LAKIN.
 HY0421'3.15 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HY0421'STATION AT LAKIN, ABOUT 1.0 MILE NORTHEAST OF THE ABANDONED
 HY0421'STATION AT YORK, ABOUT 5 TELEPHONE POLES NORTHEAST OF MILE POST
 HY0421'167, AT A ROAD CROSSING, 31 1/2 FEET EAST OF EAST RAIL, 77
 HY0421'FEET NORTH OF A 24-INCH ELM TREE, 67 FEET SOUTHEAST OF CENTER
 HY0421'OF ROAD CROSSING, 50 FEET SOUTH OF CENTER LINE OF ROAD, 60
 HY0421'FEET EAST-SOUTHEAST AND ACROSS TRACK FROM TELEPHONE POLE NO.
 HY0421'166/36, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 HY0421'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 HY0421'PROJECTING 4 INCHES.
 HY0421
 HY0421                          STATION RECOVERY (1984)
 HY0421
 HY0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0421'NOT RECOVERED, NO SIGN OF MARK OR WITNESS POST COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2381 ***********************************************************************
 HX2381  DESIGNATION -  L 105
 HX2381  PID         -  HX2381
 HX2381  STATE/COUNTY-  WV/JACKSON
 HX2381  USGS QUAD   -  KENNA (1975)
 HX2381
 HX2381                         *CURRENT SURVEY CONTROL
 HX2381  ___________________________________________________________________
 HX2381* NAD 83(1986)-  38 40 34.     (N)    081 39 35.     (W)     SCALED    
 HX2381* NAVD 88     -       242.269  (meters)     794.84   (feet)  ADJUSTED  
 HX2381  ___________________________________________________________________
 HX2381  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HX2381  DYNAMIC HT  -         242.107 (meters)     794.31  (feet)  COMP
 HX2381  MODELED GRAV-     979,953.3   (mgal)                       NAVD 88
 HX2381
 HX2381  VERT ORDER  -  SECOND    CLASS 0
 HX2381
 HX2381.The horizontal coordinates were scaled from a topographic map and have
 HX2381.an estimated accuracy of +/- 6 seconds.
 HX2381
 HX2381.The orthometric height was determined by differential leveling
 HX2381.and adjusted by the National Geodetic Survey in June 1991..
 HX2381
 HX2381.The geoid height was determined by GEOID03.
 HX2381
 HX2381.The dynamic height is computed by dividing the NAVD 88
 HX2381.geopotential number by the normal gravity value computed on the
 HX2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2381.degrees latitude (g = 980.6199 gals.).
 HX2381
 HX2381.The modeled gravity was interpolated from observed gravity values.
 HX2381
 HX2381;                    North         East    Units  Estimated Accuracy
 HX2381;SPC WV S     -   186,240.      542,590.      MT  (+/- 180 meters Scaled)
 HX2381
 HX2381                          SUPERSEDED SURVEY CONTROL
 HX2381
 HX2381  NGVD 29 (??/??/92)  242.45   (m)          795.4    (f) COMPUTED    2 0
 HX2381
 HX2381.Superseded values are not recommended for survey control.
 HX2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2381.See file dsdata.txt to determine how the superseded data were derived.
 HX2381
 HX2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC426810(NAD 83)
 HX2381_MARKER: DB = BENCH MARK DISK
 HX2381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2381_SP_SET: ABUTMENT
 HX2381_STAMPING: L 105 1956
 HX2381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2381
 HX2381  HISTORY     - Date     Condition        Report By
 HX2381  HISTORY     - 1956     MONUMENTED       CGS
 HX2381
 HX2381                          STATION DESCRIPTION
 HX2381
 HX2381'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2381'AT KENNA.
 HX2381'AT KENNA, ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 21 FROM THE
 HX2381'POST OFFICE, AT JUNCTION OF A GRAVEL ROAD EAST TO KENTUCK, IN THE
 HX2381'TOP OF THE WEST END OF SOUTH CONCRETE ABUTMENT OF A 15-FOOT BRIDGE
 HX2381'OVER A CREEK BRANCH, 16 FEET WEST OF CENTER LINE OF HIGHWAY, 40
 HX2381'FEET SOUTHWEST OF CENTER OF JUNCTION, 1 FOOT WEST OF STEEL
 HX2381'BANISTER AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2382 ***********************************************************************
 HX2382  DESIGNATION -  L 105 RESET 1962
 HX2382  PID         -  HX2382
 HX2382  STATE/COUNTY-  WV/JACKSON
 HX2382  USGS QUAD   -  KENNA (1975)
 HX2382
 HX2382                         *CURRENT SURVEY CONTROL
 HX2382  ___________________________________________________________________
 HX2382* NAD 83(1986)-  38 40 34.     (N)    081 39 35.     (W)     SCALED    
 HX2382* NAVD 88     -       241.91   (meters)     793.7    (feet)  RESET     
 HX2382  ___________________________________________________________________
 HX2382  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HX2382
 HX2382  VERT ORDER  -  THIRD
 HX2382
 HX2382.The horizontal coordinates were scaled from a topographic map and have
 HX2382.an estimated accuracy of +/- 6 seconds.
 HX2382
 HX2382.The orthometric height was computed from unverified reset data.
 HX2382.No vertical observational check was made to the station.
 HX2382
 HX2382.The geoid height was determined by GEOID03.
 HX2382
 HX2382;                    North         East    Units  Estimated Accuracy
 HX2382;SPC WV S     -   186,240.      542,590.      MT  (+/- 180 meters Scaled)
 HX2382
 HX2382                          SUPERSEDED SURVEY CONTROL
 HX2382
 HX2382  NGVD 29 (??/??/??)  242.34   (m)          795.1    (f) RESET       3  
 HX2382
 HX2382.Superseded values are not recommended for survey control.
 HX2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2382.See file dsdata.txt to determine how the superseded data were derived.
 HX2382
 HX2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC426810(NAD 83)
 HX2382_MARKER: DB = BENCH MARK DISK
 HX2382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2382_SP_SET: HEAD WALL
 HX2382_STAMPING: L 105 RESET 1962
 HX2382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2382
 HX2382  HISTORY     - Date     Condition        Report By
 HX2382  HISTORY     - 1962     MONUMENTED       WVHD
 HX2382
 HX2382                          STATION DESCRIPTION
 HX2382
 HX2382'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1962
 HX2382'AT KENNA.
 HX2382'AT KENNA, ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 21 FROM THE
 HX2382'POST OFFICE, AT JUNCTION OF A ROAD EAST TO KENTUCK, AND SET IN
 HX2382'THE TOP OF THE SOUTHWEST CORNER OF A HEADWALL, 33 FT WEST OF THE
 HX2382'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2511 ***********************************************************************
 HX2511  DESIGNATION -  L 106
 HX2511  PID         -  HX2511
 HX2511  STATE/COUNTY-  WV/JACKSON
 HX2511  USGS QUAD   -  KENNA (1975)
 HX2511
 HX2511                         *CURRENT SURVEY CONTROL
 HX2511  ___________________________________________________________________
 HX2511* NAD 83(1986)-  38 44 25.     (N)    081 40 48.     (W)     SCALED    
 HX2511* NAVD 88     -       216.153  (meters)     709.16   (feet)  ADJUSTED  
 HX2511  ___________________________________________________________________
 HX2511  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HX2511  DYNAMIC HT  -         216.010 (meters)     708.69  (feet)  COMP
 HX2511  MODELED GRAV-     979,961.4   (mgal)                       NAVD 88
 HX2511
 HX2511  VERT ORDER  -  SECOND    CLASS 0
 HX2511
 HX2511.The horizontal coordinates were scaled from a topographic map and have
 HX2511.an estimated accuracy of +/- 6 seconds.
 HX2511
 HX2511.The orthometric height was determined by differential leveling
 HX2511.and adjusted by the National Geodetic Survey in June 1991..
 HX2511
 HX2511.The geoid height was determined by GEOID03.
 HX2511
 HX2511.The dynamic height is computed by dividing the NAVD 88
 HX2511.geopotential number by the normal gravity value computed on the
 HX2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2511.degrees latitude (g = 980.6199 gals.).
 HX2511
 HX2511.The modeled gravity was interpolated from observed gravity values.
 HX2511
 HX2511;                    North         East    Units  Estimated Accuracy
 HX2511;SPC WV S     -   193,370.      540,880.      MT  (+/- 180 meters Scaled)
 HX2511
 HX2511                          SUPERSEDED SURVEY CONTROL
 HX2511
 HX2511  NGVD 29 (??/??/92)  216.333  (m)          709.75   (f) ADJ UNCH    2 0
 HX2511
 HX2511.Superseded values are not recommended for survey control.
 HX2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2511.See file dsdata.txt to determine how the superseded data were derived.
 HX2511
 HX2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC409881(NAD 83)
 HX2511_MARKER: DB = BENCH MARK DISK
 HX2511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2511_SP_SET: CULVERT
 HX2511_STAMPING: L 106 1956
 HX2511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2511
 HX2511  HISTORY     - Date     Condition        Report By
 HX2511  HISTORY     - 1956     MONUMENTED       CGS
 HX2511
 HX2511                          STATION DESCRIPTION
 HX2511
 HX2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2511'4.8 MI N FROM KENNA.
 HX2511'ABOUT 4.85 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION
 HX2511'OF ROAD SOUTHEAST TO KENTUCKY AT KENNA, ABOUT 40 YARDS SOUTH
 HX2511'OF THE POST OFFICE AND STORE AT FAIRPLAIN, AT THE JUNCTION OF A
 HX2511'GRAVEL ROAD EAST AND AT BOTTOM OF GRADE, IN THE TOP OF NORTH
 HX2511'END OF EAST CONCRETE HEAD WALL OF A 4-FOOT CONCRETE CULVERT
 HX2511'UNDER HIGHWAY, 18 FEET NORTH OF CENTER LINE OF ROAD EAST, 13 1/2
 HX2511'FEET EAST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2475 ***********************************************************************
 HX2475  DESIGNATION -  L 107
 HX2475  PID         -  HX2475
 HX2475  STATE/COUNTY-  WV/JACKSON
 HX2475  USGS QUAD   -  GAY (1987)
 HX2475
 HX2475                         *CURRENT SURVEY CONTROL
 HX2475  ___________________________________________________________________
 HX2475* NAD 83(1986)-  38 46 12.     (N)    081 35 10.     (W)     SCALED    
 HX2475* NAVD 88     -       218.983  (meters)     718.45   (feet)  ADJUSTED  
 HX2475  ___________________________________________________________________
 HX2475  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HX2475  DYNAMIC HT  -         218.839 (meters)     717.97  (feet)  COMP
 HX2475  MODELED GRAV-     979,962.7   (mgal)                       NAVD 88
 HX2475
 HX2475  VERT ORDER  -  SECOND    CLASS 0
 HX2475
 HX2475.The horizontal coordinates were scaled from a topographic map and have
 HX2475.an estimated accuracy of +/- 6 seconds.
 HX2475
 HX2475.The orthometric height was determined by differential leveling
 HX2475.and adjusted by the National Geodetic Survey in June 1991..
 HX2475
 HX2475.The geoid height was determined by GEOID03.
 HX2475
 HX2475.The dynamic height is computed by dividing the NAVD 88
 HX2475.geopotential number by the normal gravity value computed on the
 HX2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2475.degrees latitude (g = 980.6199 gals.).
 HX2475
 HX2475.The modeled gravity was interpolated from observed gravity values.
 HX2475
 HX2475;                    North         East    Units  Estimated Accuracy
 HX2475;SPC WV S     -   196,620.      549,070.      MT  (+/- 180 meters Scaled)
 HX2475
 HX2475                          SUPERSEDED SURVEY CONTROL
 HX2475
 HX2475  NGVD 29 (??/??/92)  219.157  (m)          719.02   (f) ADJ UNCH    2 0
 HX2475
 HX2475.Superseded values are not recommended for survey control.
 HX2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2475.See file dsdata.txt to determine how the superseded data were derived.
 HX2475
 HX2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC490914(NAD 83)
 HX2475_MARKER: DB = BENCH MARK DISK
 HX2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2475_STAMPING: L 107 1956
 HX2475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2475+STABILITY: SURFACE MOTION
 HX2475
 HX2475  HISTORY     - Date     Condition        Report By
 HX2475  HISTORY     - 1956     MONUMENTED       CGS
 HX2475
 HX2475                          STATION DESCRIPTION
 HX2475
 HX2475'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2475'9.5 MI SE FROM RIPLEY.
 HX2475'ABOUT 3.85 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX2475'AT RIPLEY, THENCE ABOUT 5.65 MILES SOUTHEAST ALONG A BLACK TOP
 HX2475'ROAD LEADING TO GAY, AT BRISCOE METHODIST CHURCH, 38 1/2 FEET
 HX2475'SOUTH-SOUTHWEST OF CENTER LINE OF ROAD AND ON THE OUTSIDE OF A
 HX2475'CURVE WITH TANGENTS EXTENDING NORTH AND EAST, 101 FEET
 HX2475'EAST-SOUTHEAST OF SOUTHEAST CORNER OF CHURCH BUILDING, 1 FOOT
 HX2475'NORTH OF A WIRE FENCE, 19 FEET EAST OF A 14-INCH HICKORY TREE IN
 HX2475'FENCE LINE, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HX2475'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX2475'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2358 ***********************************************************************
 HX2358  DESIGNATION -  L 108
 HX2358  PID         -  HX2358
 HX2358  STATE/COUNTY-  WV/JACKSON
 HX2358  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2358
 HX2358                         *CURRENT SURVEY CONTROL
 HX2358  ___________________________________________________________________
 HX2358* NAD 83(1986)-  38 49 54.     (N)    081 47 36.     (W)     SCALED    
 HX2358* NAVD 88     -       192.925  (meters)     632.95   (feet)  ADJUSTED  
 HX2358  ___________________________________________________________________
 HX2358  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HX2358  DYNAMIC HT  -         192.798 (meters)     632.54  (feet)  COMP
 HX2358  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 HX2358
 HX2358  VERT ORDER  -  SECOND    CLASS 0
 HX2358
 HX2358.The horizontal coordinates were scaled from a topographic map and have
 HX2358.an estimated accuracy of +/- 6 seconds.
 HX2358
 HX2358.The orthometric height was determined by differential leveling
 HX2358.and adjusted by the National Geodetic Survey in June 1991..
 HX2358
 HX2358.The geoid height was determined by GEOID03.
 HX2358
 HX2358.The dynamic height is computed by dividing the NAVD 88
 HX2358.geopotential number by the normal gravity value computed on the
 HX2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2358.degrees latitude (g = 980.6199 gals.).
 HX2358
 HX2358.The modeled gravity was interpolated from observed gravity values.
 HX2358
 HX2358;                    North         East    Units  Estimated Accuracy
 HX2358;SPC WV S     -   203,600.      531,120.      MT  (+/- 180 meters Scaled)
 HX2358
 HX2358                          SUPERSEDED SURVEY CONTROL
 HX2358
 HX2358  NGVD 29 (??/??/92)  193.103  (m)          633.54   (f) ADJ UNCH    2 0
 HX2358
 HX2358.Superseded values are not recommended for survey control.
 HX2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2358.See file dsdata.txt to determine how the superseded data were derived.
 HX2358
 HX2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC311983(NAD 83)
 HX2358_MARKER: DB = BENCH MARK DISK
 HX2358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2358_SP_SET: RETAINING WALL
 HX2358_STAMPING: L 108 1956
 HX2358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2358
 HX2358  HISTORY     - Date     Condition        Report By
 HX2358  HISTORY     - 1956     MONUMENTED       CGS
 HX2358
 HX2358                          STATION DESCRIPTION
 HX2358
 HX2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2358'1.2 MI NW FROM EVANS.
 HX2358'ABOUT 1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE JUNCTION
 HX2358'OF STATE HIGHWAY 87 AT EVANS, AT OTTERBIEN U.B. CHURCH AND
 HX2358'CEMETERY, ABOUT 0.4 MILE SOUTHEAST OF BRIDGE OVER MILL CREEK,
 HX2358'20 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 33.2 FEET
 HX2358'SOUTHWEST OF WEST CORNER OF CHURCH BUILDING, IN THE TOP OF A
 HX2358'CONCRETE RETAINING WALL IN FRONT OF CHURCH, 13 1/2 FEET NORTHWEST
 HX2358'OF CENTER OF STEPS CROSSING RETAINING WALL AND 3 FEET ABOVE LEVEL
 HX2358'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0463 ***********************************************************************
 HY0463  DESIGNATION -  L 109
 HY0463  PID         -  HY0463
 HY0463  STATE/COUNTY-  WV/CABELL
 HY0463  USGS QUAD   -  HUNTINGTON (1985)
 HY0463
 HY0463                         *CURRENT SURVEY CONTROL
 HY0463  ___________________________________________________________________
 HY0463* NAD 83(1986)-  38 24 49.     (N)    082 28 27.     (W)     SCALED    
 HY0463* NAVD 88     -       168.743  (meters)     553.62   (feet)  ADJUSTED  
 HY0463  ___________________________________________________________________
 HY0463  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HY0463  DYNAMIC HT  -         168.628 (meters)     553.24  (feet)  COMP
 HY0463  MODELED GRAV-     979,948.3   (mgal)                       NAVD 88
 HY0463
 HY0463  VERT ORDER  -  FIRST     CLASS II
 HY0463
 HY0463.The horizontal coordinates were scaled from a topographic map and have
 HY0463.an estimated accuracy of +/- 6 seconds.
 HY0463
 HY0463.The orthometric height was determined by differential leveling
 HY0463.and adjusted by the National Geodetic Survey in June 1991..
 HY0463
 HY0463.The geoid height was determined by GEOID03.
 HY0463
 HY0463.The dynamic height is computed by dividing the NAVD 88
 HY0463.geopotential number by the normal gravity value computed on the
 HY0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0463.degrees latitude (g = 980.6199 gals.).
 HY0463
 HY0463.The modeled gravity was interpolated from observed gravity values.
 HY0463
 HY0463;                    North         East    Units  Estimated Accuracy
 HY0463;SPC WV S     -   157,920.      471,270.      MT  (+/- 180 meters Scaled)
 HY0463
 HY0463                          SUPERSEDED SURVEY CONTROL
 HY0463
 HY0463  NGVD 29 (??/??/92)  168.924  (m)          554.21   (f) ADJ UNCH    1 2
 HY0463
 HY0463.Superseded values are not recommended for survey control.
 HY0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0463.See file dsdata.txt to determine how the superseded data were derived.
 HY0463
 HY0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC712527(NAD 83)
 HY0463_MARKER: DB = BENCH MARK DISK
 HY0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0463_SP_SET: BUILDING
 HY0463_STAMPING: L 109 1956
 HY0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0463
 HY0463  HISTORY     - Date     Condition        Report By
 HY0463  HISTORY     - 1956     MONUMENTED       CGS
 HY0463  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 HY0463
 HY0463                          STATION DESCRIPTION
 HY0463
 HY0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0463'AT HUNTINGTON.
 HY0463'AT HUNTINGTON, ALONG WASHINGTON AVENUE (4TH AVENUE) BETWEEN
 HY0463'10TH STREET AND 10 1/2 STREET, 157 FEET SOUTH OF SOUTH CURB
 HY0463'OF WASHINGTON AVENUE, 39.2 FEET EAST OF EAST CURB OF 10 1/2
 HY0463'STREET WEST, SET VERTICALLY ABOUT 0.8 FOOT ABOVE GROUND IN THE
 HY0463'WEST FACE OF GYMNASIUM ADDITION OF CABELL SCHOOL, AND 1 FOOT
 HY0463'NORTH OF SOUTHWEST CORNER OF GUM ADDITION.
 HY0463
 HY0463                          STATION RECOVERY (1980)
 HY0463
 HY0463'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HY0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1524 ***********************************************************************
 HX1524  DESIGNATION -  L 11
 HX1524  PID         -  HX1524
 HX1524  STATE/COUNTY-  WV/BRAXTON
 HX1524  USGS QUAD   -  HEROLD (1976)
 HX1524
 HX1524                         *CURRENT SURVEY CONTROL
 HX1524  ___________________________________________________________________
 HX1524* NAD 83(1986)-  38 36 32.     (N)    080 51 43.     (W)     SCALED    
 HX1524* NAVD 88     -       248.929  (meters)     816.69   (feet)  ADJUSTED  
 HX1524  ___________________________________________________________________
 HX1524  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HX1524  DYNAMIC HT  -         248.759 (meters)     816.14  (feet)  COMP
 HX1524  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 HX1524
 HX1524  VERT ORDER  -  SECOND    CLASS 0
 HX1524
 HX1524.The horizontal coordinates were scaled from a topographic map and have
 HX1524.an estimated accuracy of +/- 6 seconds.
 HX1524
 HX1524.The orthometric height was determined by differential leveling
 HX1524.and adjusted by the National Geodetic Survey in June 1991..
 HX1524
 HX1524.The geoid height was determined by GEOID03.
 HX1524
 HX1524.The dynamic height is computed by dividing the NAVD 88
 HX1524.geopotential number by the normal gravity value computed on the
 HX1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1524.degrees latitude (g = 980.6199 gals.).
 HX1524
 HX1524.The modeled gravity was interpolated from observed gravity values.
 HX1524
 HX1524;                    North         East    Units  Estimated Accuracy
 HX1524;SPC WV S     -   178,580.      612,020.      MT  (+/- 180 meters Scaled)
 HX1524
 HX1524                          SUPERSEDED SURVEY CONTROL
 HX1524
 HX1524  NGVD 29 (??/??/92)  249.113  (m)          817.30   (f) ADJ UNCH    2 0
 HX1524
 HX1524.Superseded values are not recommended for survey control.
 HX1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1524.See file dsdata.txt to determine how the superseded data were derived.
 HX1524
 HX1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC120733(NAD 83)
 HX1524_MARKER: DB = BENCH MARK DISK
 HX1524_SETTING: 66 = SET IN ROCK OUTCROP
 HX1524_SP_SET: ROCK LEDGE
 HX1524_STAMPING: L 11 1933
 HX1524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1524+STABILITY: POSITION/ELEVATION WELL
 HX1524
 HX1524  HISTORY     - Date     Condition        Report By
 HX1524  HISTORY     - 1933     MONUMENTED       CGS
 HX1524  HISTORY     - 1948     GOOD             NGS
 HX1524
 HX1524                          STATION DESCRIPTION
 HX1524
 HX1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HX1524'2.3 MI W FROM FRAMETOWN.
 HX1524'2.3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1524'STATION AT FRAMETOWN, BRAXTON COUNTY, 5 RAILS EAST OF MILEPOST
 HX1524'C 81, 16 RAILS EAST OF THE FOOT SUSPENSION BRIDGE OVER ELK RIVER,
 HX1524'IN THE TOP OF A ROCK LEDGE AT THE BASE OF A 10-FOOT CUT, 10
 HX1524'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET HIGHER
 HX1524'THAN THE TRACK.  A STANDARD DISK, STAMPED L 11 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2344 ***********************************************************************
 HX2344  DESIGNATION -  L 110
 HX2344  PID         -  HX2344
 HX2344  STATE/COUNTY-  WV/MASON
 HX2344  USGS QUAD   -  ROBERTSBURG (1987)
 HX2344
 HX2344                         *CURRENT SURVEY CONTROL
 HX2344  ___________________________________________________________________
 HX2344* NAD 83(1986)-  38 43 32.     (N)    081 56 50.     (W)     SCALED    
 HX2344* NAVD 88     -       217.512  (meters)     713.62   (feet)  ADJUSTED  
 HX2344  ___________________________________________________________________
 HX2344  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HX2344  DYNAMIC HT  -         217.370 (meters)     713.15  (feet)  COMP
 HX2344  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 HX2344
 HX2344  VERT ORDER  -  SECOND    CLASS 0
 HX2344
 HX2344.The horizontal coordinates were scaled from a topographic map and have
 HX2344.an estimated accuracy of +/- 6 seconds.
 HX2344
 HX2344.The orthometric height was determined by differential leveling
 HX2344.and adjusted by the National Geodetic Survey in June 1991..
 HX2344
 HX2344.The geoid height was determined by GEOID03.
 HX2344
 HX2344.The dynamic height is computed by dividing the NAVD 88
 HX2344.geopotential number by the normal gravity value computed on the
 HX2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2344.degrees latitude (g = 980.6199 gals.).
 HX2344
 HX2344.The modeled gravity was interpolated from observed gravity values.
 HX2344
 HX2344;                    North         East    Units  Estimated Accuracy
 HX2344;SPC WV S     -   191,940.      517,630.      MT  (+/- 180 meters Scaled)
 HX2344
 HX2344                          SUPERSEDED SURVEY CONTROL
 HX2344
 HX2344  NGVD 29 (??/??/92)  217.712  (m)          714.28   (f) ADJ UNCH    2 0
 HX2344
 HX2344.Superseded values are not recommended for survey control.
 HX2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2344.See file dsdata.txt to determine how the superseded data were derived.
 HX2344
 HX2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC176867(NAD 83)
 HX2344_MARKER: DB = BENCH MARK DISK
 HX2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2344_STAMPING: L 110 1956
 HX2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2344+STABILITY: SURFACE MOTION
 HX2344
 HX2344  HISTORY     - Date     Condition        Report By
 HX2344  HISTORY     - 1956     MONUMENTED       CGS
 HX2344  HISTORY     - 1976     GOOD             NGS
 HX2344
 HX2344                          STATION DESCRIPTION
 HX2344
 HX2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2344'1.2 MI NE FROM ARBUCKLE.
 HX2344'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 35 FROM THE NEW YORK
 HX2344'CENTRAL RAILROAD STATION AT ARBUCKLE, THENCE ABOUT 0.35 MILE
 HX2344'NORTHEAST ALONG A DIRT ROAD, ABOUT 0.1 MILE NORTHEAST OF THE TOP
 HX2344'OF A STEEP HILL DESCENDING WEST, 15 FEET NORTHWEST OF CENTER LINE
 HX2344'OF ROAD, 213 FEET NORTHEAST AND ACROSS ROAD FROM A 48-INCH OAK TREE
 HX2344'WHICH IS IN FENCE LINE, 12 1/2 FEET SOUTHWEST OF CENTER OF A FARM
 HX2344'GATE, 1 1/2 FEET SOUTHEAST OF A FENCE LINE, ABOUT LEVEL WITH ROAD,
 HX2344'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST AND SET IN THE
 HX2344'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HX2344
 HX2344                          STATION RECOVERY (1976)
 HX2344
 HX2344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2351 ***********************************************************************
 HX2351  DESIGNATION -  L 111
 HX2351  PID         -  HX2351
 HX2351  STATE/COUNTY-  WV/MASON
 HX2351  USGS QUAD   -  MOUNT ALTO (1994)
 HX2351
 HX2351                         *CURRENT SURVEY CONTROL
 HX2351  ___________________________________________________________________
 HX2351* NAD 83(1986)-  38 46 08.     (N)    081 52 55.     (W)     SCALED    
 HX2351* NAVD 88     -       277.586  (meters)     910.71   (feet)  ADJUSTED  
 HX2351  ___________________________________________________________________
 HX2351  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HX2351  DYNAMIC HT  -         277.402 (meters)     910.11  (feet)  COMP
 HX2351  MODELED GRAV-     979,956.9   (mgal)                       NAVD 88
 HX2351
 HX2351  VERT ORDER  -  SECOND    CLASS 0
 HX2351
 HX2351.The horizontal coordinates were scaled from a topographic map and have
 HX2351.an estimated accuracy of +/- 6 seconds.
 HX2351
 HX2351.The orthometric height was determined by differential leveling
 HX2351.and adjusted by the National Geodetic Survey in June 1991..
 HX2351
 HX2351.The geoid height was determined by GEOID03.
 HX2351
 HX2351.The dynamic height is computed by dividing the NAVD 88
 HX2351.geopotential number by the normal gravity value computed on the
 HX2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2351.degrees latitude (g = 980.6199 gals.).
 HX2351
 HX2351.The modeled gravity was interpolated from observed gravity values.
 HX2351
 HX2351;                    North         East    Units  Estimated Accuracy
 HX2351;SPC WV S     -   196,700.      523,360.      MT  (+/- 180 meters Scaled)
 HX2351
 HX2351                          SUPERSEDED SURVEY CONTROL
 HX2351
 HX2351  NGVD 29 (??/??/92)  277.772  (m)          911.32   (f) ADJ UNCH    2 0
 HX2351
 HX2351.Superseded values are not recommended for survey control.
 HX2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2351.See file dsdata.txt to determine how the superseded data were derived.
 HX2351
 HX2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC233915(NAD 83)
 HX2351_MARKER: DB = BENCH MARK DISK
 HX2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2351_STAMPING: L 111 1956
 HX2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2351+STABILITY: SURFACE MOTION
 HX2351
 HX2351  HISTORY     - Date     Condition        Report By
 HX2351  HISTORY     - 1956     MONUMENTED       CGS
 HX2351
 HX2351                          STATION DESCRIPTION
 HX2351
 HX2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2351'0.8 MI SW FROM GUNVILLE.
 HX2351'ABOUT 0.75 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE JUNCTION
 HX2351'OF GRAVEL ROAD AND CASTOS STORE AT GUNVILLE, NEAR THE TOP OF A
 HX2351'GRADE AND ON THE OUTSIDE OF A SHARP CURVE IN ROAD WITH TANGENTS
 HX2351'EXTENDING EAST-SOUTHEAST AND SOUTH-SOUTHWEST, 49 FEET NORTH-NORTHWEST
 HX2351'OF CENTER LINE OF ROAD, 121 FEET NORTH AND ACROSS ROAD FROM NORTH
 HX2351'CORNER OF H.K. KEFFER RESIDENCE, 59 FEET EAST-SOUTHEAST OF EAST
 HX2351'CORNER OF A BARN, 28 FEET NORTH-NORTHEAST OF CENTER OF A FARM
 HX2351'GATE, 1 1/2 FEET WEST OF A FENCE CORNER AND INSIDE BARN LOT,
 HX2351'ABOUT 5 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 HX2351'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2420 ***********************************************************************
 HX2420  DESIGNATION -  L 112
 HX2420  PID         -  HX2420
 HX2420  STATE/COUNTY-  WV/MASON
 HX2420  USGS QUAD   -  ELMWOOD (1975)
 HX2420
 HX2420                         *CURRENT SURVEY CONTROL
 HX2420  ___________________________________________________________________
 HX2420* NAD 83(1986)-  38 43 02.     (N)    081 51 08.     (W)     SCALED    
 HX2420* NAVD 88     -       254.734  (meters)     835.74   (feet)  ADJUSTED  
 HX2420  ___________________________________________________________________
 HX2420  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HX2420  DYNAMIC HT  -         254.566 (meters)     835.19  (feet)  COMP
 HX2420  MODELED GRAV-     979,961.2   (mgal)                       NAVD 88
 HX2420
 HX2420  VERT ORDER  -  SECOND    CLASS 0
 HX2420
 HX2420.The horizontal coordinates were scaled from a topographic map and have
 HX2420.an estimated accuracy of +/- 6 seconds.
 HX2420
 HX2420.The orthometric height was determined by differential leveling
 HX2420.and adjusted by the National Geodetic Survey in June 1991..
 HX2420
 HX2420.The geoid height was determined by GEOID03.
 HX2420
 HX2420.The dynamic height is computed by dividing the NAVD 88
 HX2420.geopotential number by the normal gravity value computed on the
 HX2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2420.degrees latitude (g = 980.6199 gals.).
 HX2420
 HX2420.The modeled gravity was interpolated from observed gravity values.
 HX2420
 HX2420;                    North         East    Units  Estimated Accuracy
 HX2420;SPC WV S     -   190,940.      525,890.      MT  (+/- 180 meters Scaled)
 HX2420
 HX2420                          SUPERSEDED SURVEY CONTROL
 HX2420
 HX2420  NGVD 29 (??/??/92)  254.922  (m)          836.36   (f) ADJ UNCH    2 0
 HX2420
 HX2420.Superseded values are not recommended for survey control.
 HX2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2420.See file dsdata.txt to determine how the superseded data were derived.
 HX2420
 HX2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC259857(NAD 83)
 HX2420_MARKER: DB = BENCH MARK DISK
 HX2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2420_STAMPING: L 112 1956
 HX2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2420+STABILITY: SURFACE MOTION
 HX2420
 HX2420  HISTORY     - Date     Condition        Report By
 HX2420  HISTORY     - 1956     MONUMENTED       CGS
 HX2420
 HX2420                          STATION DESCRIPTION
 HX2420
 HX2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2420'1.8 MI N FROM ELMWOOD.
 HX2420'ABOUT 0.15 MILE NORTHWEST ALONG A GRAVEL ROAD FROM ROAD JUNCTION
 HX2420'AND BRIDGE OVER MUDLICK CREEK AT ELMWOOD, THENCE ABOUT 1.7 MILES
 HX2420'NORTHEAST AND NORTH ALONG A GRAVEL ROAD LEADING TO GUNVILLE,
 HX2420'ABOUT 0.15 MILE NORTHWEST OF JUNCTION OF A ROAD EAST, NEAR THE
 HX2420'BOTTOM OF GRADES, ABOUT 0.3 MILE SOUTHEAST OF JUNCTION OF A ROAD
 HX2420'LEADING WEST-NORTHWEST, 45 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 HX2420'64 FEET SOUTH-SOUTHEAST OF SOUTHWEST END OF A 24-INCH PIPE CULVERT
 HX2420'UNDER ROAD, 21 FEET WEST AND ACROSS A DIM ROAD SOUTHWEST FROM A RAIL
 HX2420'FENCE, 9 FEET NORTHWEST OF CENTER LINE OF DIM ROAD SOUTHWEST,
 HX2420'9 FEET EAST-NORTHEAST OF A SLASH BLAZED 8-INCH FORKED RED OAK
 HX2420'TREE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 HX2420'2 1/2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 HX2420'POST PROJECTING 4 INCHES.  NOTE-- MARK IS ABOUT 4.95 MILES SOUTH
 HX2420'ALONG A GRAVEL ROAD FROM CASTOS STORE AND ROAD JUNCTION AT
 HX2420'GUNVILLE, MASON COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2409 ***********************************************************************
 HX2409  DESIGNATION -  L 113
 HX2409  PID         -  HX2409
 HX2409  STATE/COUNTY-  WV/PUTNAM
 HX2409  USGS QUAD   -  BANCROFT (1975)
 HX2409
 HX2409                         *CURRENT SURVEY CONTROL
 HX2409  ___________________________________________________________________
 HX2409* NAD 83(1986)-  38 37 17.     (N)    081 48 36.     (W)     SCALED    
 HX2409* NAVD 88     -       193.995  (meters)     636.47   (feet)  ADJUSTED  
 HX2409  ___________________________________________________________________
 HX2409  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HX2409  DYNAMIC HT  -         193.862 (meters)     636.03  (feet)  COMP
 HX2409  MODELED GRAV-     979,942.0   (mgal)                       NAVD 88
 HX2409
 HX2409  VERT ORDER  -  SECOND    CLASS 0
 HX2409
 HX2409.The horizontal coordinates were scaled from a topographic map and have
 HX2409.an estimated accuracy of +/- 6 seconds.
 HX2409
 HX2409.The orthometric height was determined by differential leveling
 HX2409.and adjusted by the National Geodetic Survey in June 1991..
 HX2409
 HX2409.The geoid height was determined by GEOID03.
 HX2409
 HX2409.The dynamic height is computed by dividing the NAVD 88
 HX2409.geopotential number by the normal gravity value computed on the
 HX2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2409.degrees latitude (g = 980.6199 gals.).
 HX2409
 HX2409.The modeled gravity was interpolated from observed gravity values.
 HX2409
 HX2409;                    North         East    Units  Estimated Accuracy
 HX2409;SPC WV S     -   180,270.      529,460.      MT  (+/- 180 meters Scaled)
 HX2409
 HX2409                          SUPERSEDED SURVEY CONTROL
 HX2409
 HX2409  NGVD 29 (??/??/92)  194.182  (m)          637.08   (f) ADJ UNCH    2 0
 HX2409
 HX2409.Superseded values are not recommended for survey control.
 HX2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2409.See file dsdata.txt to determine how the superseded data were derived.
 HX2409
 HX2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC294750(NAD 83)
 HX2409_MARKER: DB = BENCH MARK DISK
 HX2409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2409_SP_SET: ABUTMENT
 HX2409_STAMPING: L 113 1956
 HX2409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2409
 HX2409  HISTORY     - Date     Condition        Report By
 HX2409  HISTORY     - 1956     MONUMENTED       CGS
 HX2409
 HX2409                          STATION DESCRIPTION
 HX2409
 HX2409'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2409'3.6 MI N FROM PARADISE.
 HX2409'ABOUT 3.65 MILES NORTH ALONG A GRAVEL ROAD FROM THE JUNCTION
 HX2409'OF STATE HIGHWAY 34 AND STORES AT PARADISE, IN THE TOP OF THE
 HX2409'SOUTH END OF THE WEST CONCRETE ABUTMENT OF 25-FOOT STEEL BRIDGE
 HX2409'OVER CHERRY FORK, 9 FEET SOUTH OF CENTER LINE OF ROAD, ABOUT
 HX2409'0.1 MILE WEST OF JUNCTION OF A DIRT ROAD SOUTHEAST AND A CEMETERY,
 HX2409'AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2697 ***********************************************************************
 HX2697  DESIGNATION -  L 114
 HX2697  PID         -  HX2697
 HX2697  STATE/COUNTY-  WV/JACKSON
 HX2697  USGS QUAD   -  SANDYVILLE (1988)
 HX2697
 HX2697                         *CURRENT SURVEY CONTROL
 HX2697  ___________________________________________________________________
 HX2697* NAD 83(1986)-  38 55 13.     (N)    081 42 41.     (W)     SCALED    
 HX2697* NAVD 88     -       180.383  (meters)     591.81   (feet)  ADJUSTED  
 HX2697  ___________________________________________________________________
 HX2697  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 HX2697  DYNAMIC HT  -         180.266 (meters)     591.42  (feet)  COMP
 HX2697  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 HX2697
 HX2697  VERT ORDER  -  SECOND    CLASS 0
 HX2697
 HX2697.The horizontal coordinates were scaled from a topographic map and have
 HX2697.an estimated accuracy of +/- 6 seconds.
 HX2697
 HX2697.The orthometric height was determined by differential leveling
 HX2697.and adjusted by the National Geodetic Survey in June 1991..
 HX2697
 HX2697.The geoid height was determined by GEOID03.
 HX2697
 HX2697.The dynamic height is computed by dividing the NAVD 88
 HX2697.geopotential number by the normal gravity value computed on the
 HX2697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2697.degrees latitude (g = 980.6199 gals.).
 HX2697
 HX2697.The modeled gravity was interpolated from observed gravity values.
 HX2697
 HX2697;                    North         East    Units  Estimated Accuracy
 HX2697;SPC WV S     -   213,380.      538,310.      MT  (+/- 180 meters Scaled)
 HX2697
 HX2697                          SUPERSEDED SURVEY CONTROL
 HX2697
 HX2697  NGVD 29 (??/??/92)  180.552  (m)          592.36   (f) ADJ UNCH    2 0
 HX2697
 HX2697.Superseded values are not recommended for survey control.
 HX2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2697.See file dsdata.txt to determine how the superseded data were derived.
 HX2697
 HX2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD383081(NAD 83)
 HX2697_MARKER: DB = BENCH MARK DISK
 HX2697_SETTING: 66 = SET IN ROCK OUTCROP
 HX2697_SP_SET: ROCK CUT
 HX2697_STAMPING: L 114 1956
 HX2697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2697+STABILITY: POSITION/ELEVATION WELL
 HX2697
 HX2697  HISTORY     - Date     Condition        Report By
 HX2697  HISTORY     - 1956     MONUMENTED       CGS
 HX2697  HISTORY     - 1976     GOOD             NGS
 HX2697
 HX2697                          STATION DESCRIPTION
 HX2697
 HX2697'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2697'3.4 MI SE FROM RAVENSWOOD.
 HX2697'ABOUT 3.45 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2697'FROM RAILROAD JUNCTION AT RAVENSWOOD, ABOUT 4.4 MILES NORTHWEST
 HX2697'OF THE STATION AT SANDYVILLE, ABOUT 0.85 MILE SOUTHEAST OF
 HX2697'SILVERTON, SET VERTICALLY IN FACE OF A ROCK CUT ON STATE HIGHWAY
 HX2697'56, 54 FEET NORTH-NORTHEAST AND ACROSS HIGHWAY FROM NEAR RAIL
 HX2697'OF TRACK, 81 FEET NORTHEAST AND ACROSS HIGHWAY AND TRACK FROM
 HX2697'TELEPHONE POLE NO. 3+33, 21 FEET NORTH-NORTHEAST OF CENTER LINE OF
 HX2697'HIGHWAY, 28 1/2 FEET SOUTHEAST OF SOUTHEAST END OF NORTHEAST CONCRETE
 HX2697'HEAD WALL OF A 24-INCH PIPE CULVERT UNDER HIGHWAY, ABOUT 1 FOOT
 HX2697'ABOVE LEVEL OF HIGHWAY AND ABOUT 5 1/2 FEET ABOVE LEVEL OF TRACK.
 HX2697
 HX2697                          STATION RECOVERY (1976)
 HX2697
 HX2697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0049 ***********************************************************************
 HY0049  DESIGNATION -  L 116
 HY0049  PID         -  HY0049
 HY0049  STATE/COUNTY-  WV/CABELL
 HY0049  USGS QUAD   -  ATHALIA (1985)
 HY0049
 HY0049                         *CURRENT SURVEY CONTROL
 HY0049  ___________________________________________________________________
 HY0049* NAD 83(1986)-  38 32 09.     (N)    082 17 31.     (W)     SCALED    
 HY0049* NAVD 88     -       171.451  (meters)     562.50   (feet)  ADJUSTED  
 HY0049  ___________________________________________________________________
 HY0049  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HY0049  DYNAMIC HT  -         171.338 (meters)     562.13  (feet)  COMP
 HY0049  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 HY0049
 HY0049  VERT ORDER  -  FIRST     CLASS II
 HY0049
 HY0049.The horizontal coordinates were scaled from a topographic map and have
 HY0049.an estimated accuracy of +/- 6 seconds.
 HY0049
 HY0049.The orthometric height was determined by differential leveling
 HY0049.and adjusted by the National Geodetic Survey in June 1991..
 HY0049
 HY0049.The geoid height was determined by GEOID03.
 HY0049
 HY0049.The dynamic height is computed by dividing the NAVD 88
 HY0049.geopotential number by the normal gravity value computed on the
 HY0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0049.degrees latitude (g = 980.6199 gals.).
 HY0049
 HY0049.The modeled gravity was interpolated from observed gravity values.
 HY0049
 HY0049;                    North         East    Units  Estimated Accuracy
 HY0049;SPC WV S     -   171,250.      487,370.      MT  (+/- 180 meters Scaled)
 HY0049
 HY0049                          SUPERSEDED SURVEY CONTROL
 HY0049
 HY0049  NGVD 29 (??/??/92)  171.630  (m)          563.09   (f) ADJ UNCH    1 2
 HY0049
 HY0049.Superseded values are not recommended for survey control.
 HY0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0049.See file dsdata.txt to determine how the superseded data were derived.
 HY0049
 HY0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC873660(NAD 83)
 HY0049_MARKER: DB = BENCH MARK DISK
 HY0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0049_SP_SET: CULVERT
 HY0049_STAMPING: L 116 1956
 HY0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0049
 HY0049  HISTORY     - Date     Condition        Report By
 HY0049  HISTORY     - 1956     MONUMENTED       CGS
 HY0049  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0049
 HY0049                          STATION DESCRIPTION
 HY0049
 HY0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0049'1.2 MI S FROM GREENBOTTOM.
 HY0049'ABOUT 1.15 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0049'THE ROAD CROSSING AT GREENBOTTOM, 24 FEET EAST OF EAST RAIL, 32
 HY0049'FEET WEST OF CENTER LINE OF STATE HIGHWAY 2, EAST-NORTHEAST AND
 HY0049'ACROSS TRACK FROM MILE POST 201, IN THE TOP AND 2.2 FEET NORTH
 HY0049'OF SOUTH END OF THE STONE MASONRY WEST HEAD WALL OF A 15-INCH PIPE
 HY0049'CULVERT UNDER HIGHWAY 2, ABOUT LEVEL WITH TRACK AND ABOUT 6 FEET
 HY0049'BELOW LEVEL OF HIGHWAY.
 HY0049
 HY0049                          STATION RECOVERY (1984)
 HY0049
 HY0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0049'NOT RECOVERED, HIGHWAY HAS BEEN REBUILT AND IS NOW ABOUT 6 FEET ABOVE
 HY0049'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0211 ***********************************************************************
 HY0211  DESIGNATION -  L 117
 HY0211  PID         -  HY0211
 HY0211  STATE/COUNTY-  WV/CABELL
 HY0211  USGS QUAD   -  ATHALIA (1985)
 HY0211
 HY0211                         *CURRENT SURVEY CONTROL
 HY0211  ___________________________________________________________________
 HY0211* NAD 83(1986)-  38 33 08.     (N)    082 15 54.     (W)     SCALED    
 HY0211* NAVD 88     -       295.393  (meters)     969.14   (feet)  ADJUSTED  
 HY0211  ___________________________________________________________________
 HY0211  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY0211  DYNAMIC HT  -         295.201 (meters)     968.51  (feet)  COMP
 HY0211  MODELED GRAV-     979,968.6   (mgal)                       NAVD 88
 HY0211
 HY0211  VERT ORDER  -  SECOND    CLASS 0
 HY0211
 HY0211.The horizontal coordinates were scaled from a topographic map and have
 HY0211.an estimated accuracy of +/- 6 seconds.
 HY0211
 HY0211.The orthometric height was determined by differential leveling
 HY0211.and adjusted by the National Geodetic Survey in June 1991..
 HY0211
 HY0211.The geoid height was determined by GEOID03.
 HY0211
 HY0211.The dynamic height is computed by dividing the NAVD 88
 HY0211.geopotential number by the normal gravity value computed on the
 HY0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0211.degrees latitude (g = 980.6199 gals.).
 HY0211
 HY0211.The modeled gravity was interpolated from observed gravity values.
 HY0211
 HY0211;                    North         East    Units  Estimated Accuracy
 HY0211;SPC WV S     -   173,030.      489,740.      MT  (+/- 180 meters Scaled)
 HY0211
 HY0211                          SUPERSEDED SURVEY CONTROL
 HY0211
 HY0211  NGVD 29 (??/??/92)  295.578  (m)          969.74   (f) ADJ UNCH    2 0
 HY0211
 HY0211.Superseded values are not recommended for survey control.
 HY0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0211.See file dsdata.txt to determine how the superseded data were derived.
 HY0211
 HY0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC897678(NAD 83)
 HY0211_MARKER: DB = BENCH MARK DISK
 HY0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0211_STAMPING: L 117 1956
 HY0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0211+STABILITY: SURFACE MOTION
 HY0211
 HY0211  HISTORY     - Date     Condition        Report By
 HY0211  HISTORY     - 1956     MONUMENTED       CGS
 HY0211
 HY0211                          STATION DESCRIPTION
 HY0211
 HY0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0211'1.5 MI E FROM GREENBOTTOM.
 HY0211'0.8 MILE EAST AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION
 HY0211'OF STATE HIGHWAY 2 AND C.C. CLUTTS STORE AT GREENBOTTOM, THENCE
 HY0211'ABOUT 0.7 MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.1 MILE SOUTHEAST
 HY0211'OF FAIRVIEW SCHOOL, ABOUT 75 YARDS EAST OF NORTHEAST CORNER OF
 HY0211'VINSON CHAPEL, 21 FEET NORTHEAST OF CENTER LINE OF ROAD, 2 FEET
 HY0211'SOUTH OF WEST FENCE CORNER OF FAIRVIEW CEMETERY, 53 1/2 FEET
 HY0211'SOUTHWEST OF SOUTHEAST CORNER OF A HOUSE WITH IMITATION BRICK
 HY0211'SIDING, 36 FEE WEST-SOUTHWEST OF CENTER OF TOP OF TOMBSTONE OF
 HY0211'E.M. BLAKE, 28 1/2 FEET EAST OF POWER POLE NO. 9212-6, 2 FEET
 HY0211'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE LEVEL
 HY0211'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0251 ***********************************************************************
 HY0251  DESIGNATION -  L 118
 HY0251  PID         -  HY0251
 HY0251  STATE/COUNTY-  WV/PUTNAM
 HY0251  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0251
 HY0251                         *CURRENT SURVEY CONTROL
 HY0251  ___________________________________________________________________
 HY0251* NAD 83(1986)-  38 36 09.     (N)    082 03 09.     (W)     SCALED    
 HY0251* NAVD 88     -       241.804  (meters)     793.32   (feet)  ADJUSTED  
 HY0251  ___________________________________________________________________
 HY0251  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HY0251  DYNAMIC HT  -         241.644 (meters)     792.79  (feet)  COMP
 HY0251  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 HY0251
 HY0251  VERT ORDER  -  SECOND    CLASS 0
 HY0251
 HY0251.The horizontal coordinates were scaled from a topographic map and have
 HY0251.an estimated accuracy of +/- 6 seconds.
 HY0251
 HY0251.The orthometric height was determined by differential leveling
 HY0251.and adjusted by the National Geodetic Survey in June 1991..
 HY0251
 HY0251.The geoid height was determined by GEOID03.
 HY0251
 HY0251.The dynamic height is computed by dividing the NAVD 88
 HY0251.geopotential number by the normal gravity value computed on the
 HY0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0251.degrees latitude (g = 980.6199 gals.).
 HY0251
 HY0251.The modeled gravity was interpolated from observed gravity values.
 HY0251
 HY0251;                    North         East    Units  Estimated Accuracy
 HY0251;SPC WV S     -   178,380.      508,320.      MT  (+/- 180 meters Scaled)
 HY0251
 HY0251                          SUPERSEDED SURVEY CONTROL
 HY0251
 HY0251  NGVD 29 (??/??/92)  241.966  (m)          793.85   (f) ADJ UNCH    2 0
 HY0251
 HY0251.Superseded values are not recommended for survey control.
 HY0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0251.See file dsdata.txt to determine how the superseded data were derived.
 HY0251
 HY0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC083731(NAD 83)
 HY0251_MARKER: DB = BENCH MARK DISK
 HY0251_SETTING: 66 = SET IN ROCK OUTCROP
 HY0251_SP_SET: ROCK LEDGE
 HY0251_STAMPING: L 118 1956
 HY0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0251+STABILITY: POSITION/ELEVATION WELL
 HY0251
 HY0251  HISTORY     - Date     Condition        Report By
 HY0251  HISTORY     - 1956     MONUMENTED       CGS
 HY0251
 HY0251                          STATION DESCRIPTION
 HY0251
 HY0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0251'5.7 MI SW FROM PLINY.
 HY0251'1.85 MILES WEST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 HY0251'STATE HIGHWAY 17 AT PLINY, THENCE ABOUT 3.85 MILES SOUTHWEST ALONG
 HY0251'A GRAVEL ROAD, ABOUT 0.7 MILE SOUTHEAST OF JUNCTION OF EIGHTEENMILE
 HY0251'CREEK ROAD, ABOUT 0.15 MILE SOUTH OF AN ABANDONED FARM HOUSE,
 HY0251'ABOUT 100 YARDS NORTH OF CENTER OF A SHARP U TURN IN ROAD,
 HY0251'SET VERTICALLY IN FACE OF A ROCK LEDGE ABOUT 5 BY 2 1/2 FEET,
 HY0251'12 FEET EAST-SOUTHEAST OF CENTER LINE OF ROAD, 88 FEET NORTH OF
 HY0251'EAST END OF A 12-INCH METAL PIPE CULVERT UNDER ROAD AND ABOUT
 HY0251'3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0236 ***********************************************************************
 HY0236  DESIGNATION -  L 119
 HY0236  PID         -  HY0236
 HY0236  STATE/COUNTY-  WV/MASON
 HY0236  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0236
 HY0236                         *CURRENT SURVEY CONTROL
 HY0236  ___________________________________________________________________
 HY0236* NAD 83(1986)-  38 30 34.     (N)    082 03 46.     (W)     SCALED    
 HY0236* NAVD 88     -       209.896  (meters)     688.63   (feet)  POSTED    
 HY0236  ___________________________________________________________________
 HY0236  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HY0236  DYNAMIC HT  -         209.750 (meters)     688.15  (feet)  COMP
 HY0236  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 HY0236
 HY0236  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0236
 HY0236.The horizontal coordinates were scaled from a topographic map and have
 HY0236.an estimated accuracy of +/- 6 seconds.
 HY0236
 HY0236.The orthometric height was determined by differential leveling
 HY0236.and adjusted by the National Geodetic Survey in 1992..
 HY0236.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0236.rate of 2.1 thru 3.0 mm/km.
 HY0236
 HY0236.The geoid height was determined by GEOID03.
 HY0236
 HY0236.The dynamic height is computed by dividing the NAVD 88
 HY0236.geopotential number by the normal gravity value computed on the
 HY0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0236.degrees latitude (g = 980.6199 gals.).
 HY0236
 HY0236.The modeled gravity was interpolated from observed gravity values.
 HY0236
 HY0236;                    North         East    Units  Estimated Accuracy
 HY0236;SPC WV S     -   168,070.      507,310.      MT  (+/- 180 meters Scaled)
 HY0236
 HY0236                          SUPERSEDED SURVEY CONTROL
 HY0236
 HY0236  NGVD 29 (??/??/92)  210.070  (m)          689.20   (f) ADJ UNCH    2 0
 HY0236
 HY0236.Superseded values are not recommended for survey control.
 HY0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0236.See file dsdata.txt to determine how the superseded data were derived.
 HY0236
 HY0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC073628(NAD 83)
 HY0236_MARKER: DB = BENCH MARK DISK
 HY0236_SETTING: 66 = SET IN ROCK OUTCROP
 HY0236_SP_SET: ROCK LEDGE
 HY0236_STAMPING: L 119 1956
 HY0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0236+STABILITY: POSITION/ELEVATION WELL
 HY0236
 HY0236  HISTORY     - Date     Condition        Report By
 HY0236  HISTORY     - 1956     MONUMENTED       CGS
 HY0236
 HY0236                          STATION DESCRIPTION
 HY0236
 HY0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0236'1.5 MI SE FROM MT OLIVE.
 HY0236'0.65 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE CHURCH AND
 HY0236'CEMETERY AT MT. OLIVE, THENCE ABOUT 0.85 MILE SOUTHEAST ALONG A
 HY0236'NARROW DIRT ROAD LEADING IN TO TRACE CREEK, SET VERTICALLY IN
 HY0236'FACE OF A ROCK LEDGE, 19 FEET NORTH-NORTHEAST OF CENTER LINE OF
 HY0236'ROAD, 72 FEET EAST-SOUTHEAST AND ACROSS ROAD FROM A TRIANGULAR
 HY0236'BLAZED 8-INCH ASH TREE, 33 FEET NORTH AND ACROSS ROAD FROM A
 HY0236'TRIANGULAR BLAZED 7-INCH OAK TREE, 36 FEET WEST-NORTHWEST OF
 HY0236'SOUTHEAST END OF ROCK LEDGE AND ABOUT 4 1/2 FEET ABOVE LEVEL OF
 HY0236'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1947 ***********************************************************************
 HX1947  DESIGNATION -  L 12
 HX1947  PID         -  HX1947
 HX1947  STATE/COUNTY-  WV/KANAWHA
 HX1947  USGS QUAD   -  CLENDENIN (1976)
 HX1947
 HX1947                         *CURRENT SURVEY CONTROL
 HX1947  ___________________________________________________________________
 HX1947* NAD 83(1986)-  38 28 51.     (N)    081 17 02.     (W)     SCALED    
 HX1947* NAVD 88     -       195.924  (meters)     642.79   (feet)  ADJUSTED  
 HX1947  ___________________________________________________________________
 HX1947  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 HX1947  DYNAMIC HT  -         195.791 (meters)     642.36  (feet)  COMP
 HX1947  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 HX1947
 HX1947  VERT ORDER  -  SECOND    CLASS 0
 HX1947
 HX1947.The horizontal coordinates were scaled from a topographic map and have
 HX1947.an estimated accuracy of +/- 6 seconds.
 HX1947
 HX1947.The orthometric height was determined by differential leveling
 HX1947.and adjusted by the National Geodetic Survey in June 1991..
 HX1947
 HX1947.The geoid height was determined by GEOID03.
 HX1947
 HX1947.The dynamic height is computed by dividing the NAVD 88
 HX1947.geopotential number by the normal gravity value computed on the
 HX1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1947.degrees latitude (g = 980.6199 gals.).
 HX1947
 HX1947.The modeled gravity was interpolated from observed gravity values.
 HX1947
 HX1947;                    North         East    Units  Estimated Accuracy
 HX1947;SPC WV S     -   164,400.      575,230.      MT  (+/- 180 meters Scaled)
 HX1947
 HX1947                          SUPERSEDED SURVEY CONTROL
 HX1947
 HX1947  NGVD 29 (??/??/92)  196.107  (m)          643.39   (f) ADJ UNCH    2 0
 HX1947
 HX1947.Superseded values are not recommended for survey control.
 HX1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1947.See file dsdata.txt to determine how the superseded data were derived.
 HX1947
 HX1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC752592(NAD 83)
 HX1947_MARKER: DB = BENCH MARK DISK
 HX1947_SETTING: 80 = SET IN A BOULDER
 HX1947_SP_SET: BOULDER
 HX1947_STAMPING: L 12 1933
 HX1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1947+STABILITY: SURFACE MOTION
 HX1947
 HX1947  HISTORY     - Date     Condition        Report By
 HX1947  HISTORY     - 1933     MONUMENTED       CGS
 HX1947  HISTORY     - 1933     MARK NOT FOUND   NGS
 HX1947
 HX1947                          STATION DESCRIPTION
 HX1947
 HX1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX1947'AT BARREN CREEK.
 HX1947'AT BARREN CREEK, KANAWHA COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 HX1947'ABOUT 6 RAILS WEST OF THE SWITCH TO A SIDETRACK, IN THE TOP OF
 HX1947'A LARGE FLAT BOULDER, 7 YARDS SOUTH OF THE CENTERLINE OF THE TRACK,
 HX1947'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED L 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0924 ***********************************************************************
 KY0924  DESIGNATION -  L 120
 KY0924  PID         -  KY0924
 KY0924  STATE/COUNTY-  WV/BROOKE
 KY0924  USGS QUAD   -  BETHANY (1981)
 KY0924
 KY0924                         *CURRENT SURVEY CONTROL
 KY0924  ___________________________________________________________________
 KY0924* NAD 83(1986)-  40 12 16.     (N)    080 34 10.     (W)     SCALED    
 KY0924* NAVD 88     -       279.626  (meters)     917.41   (feet)  ADJUSTED  
 KY0924  ___________________________________________________________________
 KY0924  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0924  DYNAMIC HT  -         279.474 (meters)     916.91  (feet)  COMP
 KY0924  MODELED GRAV-     980,073.7   (mgal)                       NAVD 88
 KY0924
 KY0924  VERT ORDER  -  SECOND    CLASS 0
 KY0924
 KY0924.The horizontal coordinates were scaled from a topographic map and have
 KY0924.an estimated accuracy of +/- 6 seconds.
 KY0924
 KY0924.The orthometric height was determined by differential leveling
 KY0924.and adjusted by the National Geodetic Survey in June 1991..
 KY0924
 KY0924.The geoid height was determined by GEOID03.
 KY0924
 KY0924.The dynamic height is computed by dividing the NAVD 88
 KY0924.geopotential number by the normal gravity value computed on the
 KY0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0924.degrees latitude (g = 980.6199 gals.).
 KY0924
 KY0924.The modeled gravity was interpolated from observed gravity values.
 KY0924
 KY0924;                    North         East    Units  Estimated Accuracy
 KY0924;SPC WV N     -   189,770.      508,950.      MT  (+/- 180 meters Scaled)
 KY0924
 KY0924                          SUPERSEDED SURVEY CONTROL
 KY0924
 KY0924  NGVD 29 (??/??/92)  279.795  (m)          917.96   (f) ADJ UNCH    2 0
 KY0924
 KY0924.Superseded values are not recommended for survey control.
 KY0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0924.See file dsdata.txt to determine how the superseded data were derived.
 KY0924
 KY0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE366505(NAD 83)
 KY0924_MARKER: DB = BENCH MARK DISK
 KY0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0924_STAMPING: L 120 1957
 KY0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0924+STABILITY: SURFACE MOTION
 KY0924
 KY0924  HISTORY     - Date     Condition        Report By
 KY0924  HISTORY     - 1957     MONUMENTED       CGS
 KY0924
 KY0924                          STATION DESCRIPTION
 KY0924
 KY0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0924'0.8 MI W FROM BETHANY.
 KY0924'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAY 67 FROM THE POST OFFICE
 KY0924'AT BETHANY, AT THE JUNCTION OF STATE HIGHWAY 88 LEADING SOUTH,
 KY0924'42 FEET SOUTH-SOUTHWEST OF CENTER LINE OF HIGHWAY 67, 31 FEET
 KY0924'WEST-NORTHWEST OF CENTER LINE OF HIGHWAY 88, 3 FEET NORTHWEST
 KY0924'OF A CONCRETE POST WITH ROAD SIGNS, 3 FEET NORTH-NORTHWEST OF A
 KY0924'POWER LINE BRACE POLE, ABOUT LEVEL WITH THE JUNCTION AND SET IN THE
 KY0924'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0978 ***********************************************************************
 KY0978  DESIGNATION -  L 121
 KY0978  PID         -  KY0978
 KY0978  STATE/COUNTY-  WV/OHIO
 KY0978  USGS QUAD   -  WHEELING (1994)
 KY0978
 KY0978                         *CURRENT SURVEY CONTROL
 KY0978  ___________________________________________________________________
 KY0978* NAD 83(1986)-  40 07 26.     (N)    080 37 35.     (W)     SCALED    
 KY0978* NAVD 88     -       293.774  (meters)     963.82   (feet)  ADJUSTED  
 KY0978  ___________________________________________________________________
 KY0978  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY0978  DYNAMIC HT  -         293.610 (meters)     963.29  (feet)  COMP
 KY0978  MODELED GRAV-     980,058.8   (mgal)                       NAVD 88
 KY0978
 KY0978  VERT ORDER  -  SECOND    CLASS 0
 KY0978
 KY0978.The horizontal coordinates were scaled from a topographic map and have
 KY0978.an estimated accuracy of +/- 6 seconds.
 KY0978
 KY0978.The orthometric height was determined by differential leveling
 KY0978.and adjusted by the National Geodetic Survey in June 1991..
 KY0978
 KY0978.The geoid height was determined by GEOID03.
 KY0978
 KY0978.The dynamic height is computed by dividing the NAVD 88
 KY0978.geopotential number by the normal gravity value computed on the
 KY0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0978.degrees latitude (g = 980.6199 gals.).
 KY0978
 KY0978.The modeled gravity was interpolated from observed gravity values.
 KY0978
 KY0978;                    North         East    Units  Estimated Accuracy
 KY0978;SPC WV N     -   180,890.      503,990.      MT  (+/- 180 meters Scaled)
 KY0978
 KY0978                          SUPERSEDED SURVEY CONTROL
 KY0978
 KY0978  NGVD 29 (??/??/92)  293.937  (m)          964.36   (f) ADJ UNCH    2 0
 KY0978
 KY0978.Superseded values are not recommended for survey control.
 KY0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0978.See file dsdata.txt to determine how the superseded data were derived.
 KY0978
 KY0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE318415(NAD 83)
 KY0978_MARKER: DB = BENCH MARK DISK
 KY0978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0978_SP_SET: BRIDGE
 KY0978_STAMPING: L 121 1957
 KY0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0978
 KY0978  HISTORY     - Date     Condition        Report By
 KY0978  HISTORY     - 1957     MONUMENTED       CGS
 KY0978  HISTORY     - 1965     GOOD             USE
 KY0978  HISTORY     - 19660610 MARK NOT FOUND   LOCENG
 KY0978
 KY0978                          STATION DESCRIPTION
 KY0978
 KY0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0978'AT CLINTON.
 KY0978'AT CLINTON, AT THE JUNCTION OF STATE HIGHWAY 88 (NORTH-SOUTH) AND
 KY0978'SHORT CREEK ROAD WEST, 21 FEET WEST OF CENTER LINE OF HIGHWAY,
 KY0978'25 FEET SOUTH OF CENTER LINE OF SHORT CREEK ROAD, IN THE TOP OF
 KY0978'NORTHWEST END OF NORTHWEST CONCRETE WING WALL OF A HIGHWAY BRIDGE
 KY0978'OVER SHORT CREEK, 8 FEET NORTHWEST OF NORTH END OF WEST CONCRETE
 KY0978'BANISTER OF BRIDGE AND ABOUT LEVEL WITH HIGHWAY.
 KY0978
 KY0978                          STATION RECOVERY (1965)
 KY0978
 KY0978'RECOVERY NOTE BY US ENGINEERS 1965
 KY0978'RECOVERED IN GOOD CONDITION.
 KY0978
 KY0978                          STATION RECOVERY (1966)
 KY0978
 KY0978'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 KY0978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0979 ***********************************************************************
 KY0979  DESIGNATION -  L 121 RESET
 KY0979  PID         -  KY0979
 KY0979  STATE/COUNTY-  WV/OHIO
 KY0979  USGS QUAD   -  WHEELING (1994)
 KY0979
 KY0979                         *CURRENT SURVEY CONTROL
 KY0979  ___________________________________________________________________
 KY0979* NAD 83(1986)-  40 07 26.     (N)    080 37 35.     (W)     SCALED    
 KY0979* NAVD 88     -       293.81   (+/-2cm)     963.9    (feet)  VERTCON   
 KY0979  ___________________________________________________________________
 KY0979  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY0979
 KY0979  VERT ORDER  -  THIRD (See Below)
 KY0979
 KY0979.The horizontal coordinates were scaled from a topographic map and have
 KY0979.an estimated accuracy of +/- 6 seconds.
 KY0979
 KY0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0979.The vertical order pertains to the NGVD 29 superseded value.
 KY0979
 KY0979.The geoid height was determined by GEOID03.
 KY0979
 KY0979;                    North         East    Units  Estimated Accuracy
 KY0979;SPC WV N     -   180,890.      503,990.      MT  (+/- 180 meters Scaled)
 KY0979
 KY0979                          SUPERSEDED SURVEY CONTROL
 KY0979
 KY0979  NGVD 29 (09/25/03)  293.97   (m)          964.5    (f) RESET       3  
 KY0979
 KY0979.Superseded values are not recommended for survey control.
 KY0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0979.See file dsdata.txt to determine how the superseded data were derived.
 KY0979
 KY0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE318415(NAD 83)
 KY0979_MARKER: DB = BENCH MARK DISK
 KY0979_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0979_SP_SET: BRIDGE
 KY0979_STAMPING: L 121 RESET 1969
 KY0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY0979+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2005
 KY0979
 KY0979  HISTORY     - Date     Condition        Report By
 KY0979  HISTORY     - 1969     MONUMENTED       WVHD
 KY0979  HISTORY     - 20050313 GOOD             GEOCAC
 KY0979
 KY0979                          STATION DESCRIPTION
 KY0979
 KY0979'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1969
 KY0979'AT CLINTON.
 KY0979'AT CLINTON, AT THE JUNCTION OF WEST VIRGINIA STATE HIGHWAY 88 AND
 KY0979'SHORT CREEK ROAD WEST, 35 FEET WEST OF THE CENTER LINE OF THE
 KY0979'HIGHWAY, 25 FEET SOUTH OF THE CENTER LINE OF SHORT CREEK ROAD WEST,
 KY0979'SET IN THE TOP OF THE NORTHWEST END OF THE CENTER OF A NEW CONCRETE
 KY0979'WINGWALL OF NEW WIDENED HIGHWAY BRIDGE OVER SHORT CREEK AND ABOUT
 KY0979'LEVEL WITH THE HIGHWAY.
 KY0979
 KY0979                          STATION RECOVERY (2005)
 KY0979
 KY0979'RECOVERY NOTE BY GEOCACHING 2005 (BHH)
 KY0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0497 ***********************************************************************
 JX0497  DESIGNATION -  L 122
 JX0497  PID         -  JX0497
 JX0497  STATE/COUNTY-  WV/MARSHALL
 JX0497  USGS QUAD   -  BUSINESSBURG (1976)
 JX0497
 JX0497                         *CURRENT SURVEY CONTROL
 JX0497  ___________________________________________________________________
 JX0497* NAD 83(1986)-  39 56 54.     (N)    080 45 33.     (W)     SCALED    
 JX0497* NAVD 88     -       196.595  (meters)     645.00   (feet)  ADJUSTED  
 JX0497  ___________________________________________________________________
 JX0497  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JX0497  DYNAMIC HT  -         196.485 (meters)     644.63  (feet)  COMP
 JX0497  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 JX0497
 JX0497  VERT ORDER  -  SECOND    CLASS 0
 JX0497
 JX0497.This mark is at Marshall County Airport (74D)
 JX0497
 JX0497.The horizontal coordinates were scaled from a topographic map and have
 JX0497.an estimated accuracy of +/- 6 seconds.
 JX0497
 JX0497.The orthometric height was determined by differential leveling
 JX0497.and adjusted by the National Geodetic Survey in June 1991..
 JX0497
 JX0497.The geoid height was determined by GEOID03.
 JX0497
 JX0497.The dynamic height is computed by dividing the NAVD 88
 JX0497.geopotential number by the normal gravity value computed on the
 JX0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0497.degrees latitude (g = 980.6199 gals.).
 JX0497
 JX0497.The modeled gravity was interpolated from observed gravity values.
 JX0497
 JX0497;                    North         East    Units  Estimated Accuracy
 JX0497;SPC WV N     -   161,550.      492,400.      MT  (+/- 180 meters Scaled)
 JX0497
 JX0497                          SUPERSEDED SURVEY CONTROL
 JX0497
 JX0497  NGVD 29 (??/??/92)  196.741  (m)          645.47   (f) ADJ UNCH    2 0
 JX0497
 JX0497.Superseded values are not recommended for survey control.
 JX0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0497.See file dsdata.txt to determine how the superseded data were derived.
 JX0497
 JX0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE205220(NAD 83)
 JX0497_MARKER: DB = BENCH MARK DISK
 JX0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0497_STAMPING: L 122 1957
 JX0497_MARK LOGO: CGS   
 JX0497_PROJECTION: FLUSH
 JX0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0497+STABILITY: SURFACE MOTION
 JX0497
 JX0497  HISTORY     - Date     Condition        Report By
 JX0497  HISTORY     - 1957     MONUMENTED       CGS
 JX0497  HISTORY     - 1983     GOOD             NGS
 JX0497
 JX0497                          STATION DESCRIPTION
 JX0497
 JX0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0497'2.4 MI N FROM MOUNDSVILLE.
 JX0497'ABOUT 2.35 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0497'FROM THE STATION, AT GLEN DALE AIRPORT, ABOUT 114 YARDS WEST
 JX0497'OF MILE POST 371 WHICH IS ALONG THE NORTH BOUND TRACK, 28 FEET
 JX0497'WEST OF WEST RAIL OF THE SOUTH BOUND TRACK, ABOUT 0.25 MILE
 JX0497'SOUTH ALONG AIRPORT RUNWAY FROM THE AIRPORT OFFICE, 116 1/2
 JX0497'FEET WEST AND ACROSS TRACK FROM THE NORTHWEST CORNER OF A LONG
 JX0497'LOW BUILDING OF LOUIS MARX AND COMPANY AND IN LINE WITH THE
 JX0497'NORTH FACE OF BUILDING, BETWEEN THE TRACK AND AIRPORT RUNWAY,
 JX0497'2 FEET NORTHWEST OF A CONCRETE WITNESS POST, ABOUT 4 FEET
 JX0497'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 JX0497'PROJECTING 4 INCHES.
 JX0497
 JX0497                          STATION RECOVERY (1983)
 JX0497
 JX0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0497'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.  NEW DESCRIPTION
 JX0497'FOLLOWS.  3.8 KM (2.35 MI) NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0497'FROM THE LOCATION OF THE STATION BETWEEN 7TH AND 8TH STREETS IN
 JX0497'MOUNDSVILLE, TO GLEN DALE AND THE MARK ON THE LEFT, 8.53 METERS
 JX0497'(28.0 FT) WEST OF THE WEST RAIL, 35.51 METERS (116.5 FT) WEST AND
 JX0497'ACROSS THE TRACKS FROM THE NORTHWEST CORNER OF A LONG LOW BUILDING AND
 JX0497'IN LINE WITH THE NORTH FACE OF THE BUILDING, 0.61 METER (2.0 FT)
 JX0497'NORTHWEST OF A CONCRETE WITNESS POST WHICH IS LEANING.
 JX0497'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 JX0497'THE MARK IS 1.22 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0793 ***********************************************************************
 JX0793  DESIGNATION -  L 123
 JX0793  PID         -  JX0793
 JX0793  STATE/COUNTY-  WV/MARSHALL
 JX0793  USGS QUAD   -  MAJORSVILLE (1988)
 JX0793
 JX0793                         *CURRENT SURVEY CONTROL
 JX0793  ___________________________________________________________________
 JX0793* NAD 83(1986)-  39 59 30.     (N)    080 34 54.     (W)     SCALED    
 JX0793* NAVD 88     -       406.527  (meters)    1333.75   (feet)  ADJUSTED  
 JX0793  ___________________________________________________________________
 JX0793  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JX0793  DYNAMIC HT  -         406.290 (meters)    1332.97  (feet)  COMP
 JX0793  MODELED GRAV-     980,030.1   (mgal)                       NAVD 88
 JX0793
 JX0793  VERT ORDER  -  SECOND    CLASS 0
 JX0793
 JX0793.The horizontal coordinates were scaled from a topographic map and have
 JX0793.an estimated accuracy of +/- 6 seconds.
 JX0793
 JX0793.The orthometric height was determined by differential leveling
 JX0793.and adjusted by the National Geodetic Survey in June 1991..
 JX0793
 JX0793.The geoid height was determined by GEOID03.
 JX0793
 JX0793.The dynamic height is computed by dividing the NAVD 88
 JX0793.geopotential number by the normal gravity value computed on the
 JX0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0793.degrees latitude (g = 980.6199 gals.).
 JX0793
 JX0793.The modeled gravity was interpolated from observed gravity values.
 JX0793
 JX0793;                    North         East    Units  Estimated Accuracy
 JX0793;SPC WV N     -   166,160.      507,630.      MT  (+/- 180 meters Scaled)
 JX0793
 JX0793                          SUPERSEDED SURVEY CONTROL
 JX0793
 JX0793  NGVD 29 (??/??/92)  406.669  (m)         1334.21   (f) ADJ UNCH    2 0
 JX0793
 JX0793.Superseded values are not recommended for survey control.
 JX0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0793.See file dsdata.txt to determine how the superseded data were derived.
 JX0793
 JX0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE357269(NAD 83)
 JX0793_MARKER: DB = BENCH MARK DISK
 JX0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0793_STAMPING: L 123 1957
 JX0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0793+STABILITY: SURFACE MOTION
 JX0793
 JX0793  HISTORY     - Date     Condition        Report By
 JX0793  HISTORY     - 1957     MONUMENTED       CGS
 JX0793
 JX0793                          STATION DESCRIPTION
 JX0793
 JX0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0793'4.5 MI SW FROM DALLAS.
 JX0793'ABOUT 4.5 MILES SOUTHWEST ALONG LIMESTONE-DALLAS ROAD FROM THE
 JX0793'JUNCTION OF DALLAS PIKE AT DALLAS, ABOUT 0.75 MILE NORTHEAST
 JX0793'OF SAND HILL METHODIST CHURCH AND CEMETERY, ABOUT 0.4 MILE
 JX0793'NORTHEAST OF JUNCTION OF A GRAVEL ROAD LEADING NORTH AND DOWN
 JX0793'HILL TO LOCUST GROVE SCHOOL, 0.2 MILE NORTHEAST OF A SMALL STORE,
 JX0793'16 FEET NORTHWEST OF CENTER LINE OF ROAD, 1 FOOT SOUTHEAST
 JX0793'OF A FENCE LINE, 31 FEET SOUTHWEST OF TELEPHONE POLE NO. 97/54,
 JX0793'50 FEET WEST AND ACROSS ROAD FROM A FENCE CORNER AND NORTHEAST
 JX0793'END OF A GATE, 2 1/2 FEET SOUTHWEST OF A WHITE CONCRETE WITNESS
 JX0793'POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 JX0793'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0727 ***********************************************************************
 JX0727  DESIGNATION -  L 124
 JX0727  PID         -  JX0727
 JX0727  STATE/COUNTY-  WV/MARSHALL
 JX0727  USGS QUAD   -  CAMERON (1988)
 JX0727
 JX0727                         *CURRENT SURVEY CONTROL
 JX0727  ___________________________________________________________________
 JX0727* NAD 83(1986)-  39 50 12.     (N)    080 36 00.     (W)     SCALED    
 JX0727* NAVD 88     -       305.741  (meters)    1003.09   (feet)  ADJUSTED  
 JX0727  ___________________________________________________________________
 JX0727  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JX0727  DYNAMIC HT  -         305.564 (meters)    1002.50  (feet)  COMP
 JX0727  MODELED GRAV-     980,038.0   (mgal)                       NAVD 88
 JX0727
 JX0727  VERT ORDER  -  SECOND    CLASS 0
 JX0727
 JX0727.The horizontal coordinates were scaled from a topographic map and have
 JX0727.an estimated accuracy of +/- 6 seconds.
 JX0727
 JX0727.The orthometric height was determined by differential leveling
 JX0727.and adjusted by the National Geodetic Survey in June 1991..
 JX0727
 JX0727.The geoid height was determined by GEOID03.
 JX0727
 JX0727.The dynamic height is computed by dividing the NAVD 88
 JX0727.geopotential number by the normal gravity value computed on the
 JX0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0727.degrees latitude (g = 980.6199 gals.).
 JX0727
 JX0727.The modeled gravity was interpolated from observed gravity values.
 JX0727
 JX0727;                    North         East    Units  Estimated Accuracy
 JX0727;SPC WV N     -   148,970.      505,850.      MT  (+/- 180 meters Scaled)
 JX0727
 JX0727                          SUPERSEDED SURVEY CONTROL
 JX0727
 JX0727  NGVD 29 (??/??/92)  305.876  (m)         1003.53   (f) ADJ UNCH    2 0
 JX0727
 JX0727.Superseded values are not recommended for survey control.
 JX0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0727.See file dsdata.txt to determine how the superseded data were derived.
 JX0727
 JX0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE342097(NAD 83)
 JX0727_MARKER: DB = BENCH MARK DISK
 JX0727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0727_SP_SET: BRIDGE
 JX0727_STAMPING: L 124 1957
 JX0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0727
 JX0727  HISTORY     - Date     Condition        Report By
 JX0727  HISTORY     - 1957     MONUMENTED       CGS
 JX0727
 JX0727                          STATION DESCRIPTION
 JX0727
 JX0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0727'AT LOUDENVILLE.
 JX0727'AT LOUDENVILLE, ABOUT 0.2 MILE NORTH ALONG A ROAD LEADING TO
 JX0727'FORK RIDGE BAPTIST CHURCH FROM THE CROSSING OF THE BALTIMORE
 JX0727'AND OHIO RAILROAD AT LOUDENVILLE, IN THE TOP OF SOUTH END OF
 JX0727'EAST CONCRETE AND STONE ABUTMENT OF A 33-FOOT CONCRETE BRIDGE OVER
 JX0727'NORTH FORK OF GRAVE CREEK, 9 FEET SOUTH OF CENTER LINE OF
 JX0727'ROAD AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0680 ***********************************************************************
 JX0680  DESIGNATION -  L 125
 JX0680  PID         -  JX0680
 JX0680  STATE/COUNTY-  WV/MARSHALL
 JX0680  USGS QUAD   -  GLEN EASTON (1976)
 JX0680
 JX0680                         *CURRENT SURVEY CONTROL
 JX0680  ___________________________________________________________________
 JX0680* NAD 83(1986)-  39 49 29.     (N)    080 39 41.     (W)     SCALED    
 JX0680* NAVD 88     -       395.052  (meters)    1296.10   (feet)  ADJUSTED  
 JX0680  ___________________________________________________________________
 JX0680  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JX0680  DYNAMIC HT  -         394.828 (meters)    1295.36  (feet)  COMP
 JX0680  MODELED GRAV-     980,046.9   (mgal)                       NAVD 88
 JX0680
 JX0680  VERT ORDER  -  SECOND    CLASS 0
 JX0680
 JX0680.The horizontal coordinates were scaled from a topographic map and have
 JX0680.an estimated accuracy of +/- 6 seconds.
 JX0680
 JX0680.The orthometric height was determined by differential leveling
 JX0680.and adjusted by the National Geodetic Survey in June 1991..
 JX0680
 JX0680.The geoid height was determined by GEOID03.
 JX0680
 JX0680.The dynamic height is computed by dividing the NAVD 88
 JX0680.geopotential number by the normal gravity value computed on the
 JX0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0680.degrees latitude (g = 980.6199 gals.).
 JX0680
 JX0680.The modeled gravity was interpolated from observed gravity values.
 JX0680
 JX0680;                    North         East    Units  Estimated Accuracy
 JX0680;SPC WV N     -   147,710.      500,580.      MT  (+/- 180 meters Scaled)
 JX0680
 JX0680                          SUPERSEDED SURVEY CONTROL
 JX0680
 JX0680  NGVD 29 (??/??/92)  395.191  (m)         1296.56   (f) ADJ UNCH    2 0
 JX0680
 JX0680.Superseded values are not recommended for survey control.
 JX0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0680.See file dsdata.txt to determine how the superseded data were derived.
 JX0680
 JX0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE289083(NAD 83)
 JX0680_MARKER: DB = BENCH MARK DISK
 JX0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0680_STAMPING: L 125 1957
 JX0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0680+STABILITY: SURFACE MOTION
 JX0680
 JX0680  HISTORY     - Date     Condition        Report By
 JX0680  HISTORY     - 1957     MONUMENTED       CGS
 JX0680
 JX0680                          STATION DESCRIPTION
 JX0680
 JX0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0680'1.8 MI SW FROM GLEN EASTON.
 JX0680'ABOUT 1.05 MILES SOUTH ALONG A WINDING GRAVEL ROAD FROM THE
 JX0680'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT GLEN EASTON, THENCE
 JX0680'ABOUT 0.8 MILE SOUTHWEST ALONG A BLACK TOP ROAD, ABOUT 0.65 MILE
 JX0680'NORTHEAST OF SALEM CHURCH AND CEMETERY, 22 FEET SOUTHEAST OF
 JX0680'CENTER LINE OF ROAD AT CENTER OF JUNCTION OF A DRIVE NORTHWEST
 JX0680'TO NEW BETHEL CEMETERY, ABOUT 40 YARDS EAST OF EAST CORNER OF
 JX0680'NEW BETHEL CEMETERY, 43 FEET NORTHEAST OF POWER POLE NO. 32-1376,
 JX0680'2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL
 JX0680'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0546 ***********************************************************************
 JX0546  DESIGNATION -  L 126
 JX0546  PID         -  JX0546
 JX0546  STATE/COUNTY-  WV/WETZEL
 JX0546  USGS QUAD   -  WILEYVILLE (1976)
 JX0546
 JX0546                         *CURRENT SURVEY CONTROL
 JX0546  ___________________________________________________________________
 JX0546* NAD 83(1986)-  39 41 33.     (N)    080 37 54.     (W)     SCALED    
 JX0546* NAVD 88     -       346.322  (meters)    1136.22   (feet)  POSTED    
 JX0546  ___________________________________________________________________
 JX0546  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JX0546  DYNAMIC HT  -         346.120 (meters)    1135.56  (feet)  COMP
 JX0546  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 JX0546
 JX0546  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JX0546
 JX0546.The horizontal coordinates were scaled from a topographic map and have
 JX0546.an estimated accuracy of +/- 6 seconds.
 JX0546
 JX0546.The orthometric height was determined by differential leveling
 JX0546.and adjusted by the National Geodetic Survey in 1992..
 JX0546.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JX0546.rate of 3.1 thru 4.0 mm/km.
 JX0546
 JX0546.The geoid height was determined by GEOID03.
 JX0546
 JX0546.The dynamic height is computed by dividing the NAVD 88
 JX0546.geopotential number by the normal gravity value computed on the
 JX0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0546.degrees latitude (g = 980.6199 gals.).
 JX0546
 JX0546.The modeled gravity was interpolated from observed gravity values.
 JX0546
 JX0546;                    North         East    Units  Estimated Accuracy
 JX0546;SPC WV N     -   133,000.      502,940.      MT  (+/- 180 meters Scaled)
 JX0546
 JX0546                          SUPERSEDED SURVEY CONTROL
 JX0546
 JX0546  NGVD 29 (??/??/92)  346.469  (m)         1136.71   (f) ADJ UNCH    2 0
 JX0546
 JX0546.Superseded values are not recommended for survey control.
 JX0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0546.See file dsdata.txt to determine how the superseded data were derived.
 JX0546
 JX0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND315936(NAD 83)
 JX0546_MARKER: DB = BENCH MARK DISK
 JX0546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0546_SP_SET: BRIDGE
 JX0546_STAMPING: L 126 1957
 JX0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0546
 JX0546  HISTORY     - Date     Condition        Report By
 JX0546  HISTORY     - 1957     MONUMENTED       CGS
 JX0546
 JX0546                          STATION DESCRIPTION
 JX0546
 JX0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0546'AT SILVER HILL.
 JX0546'AT SILVER HILL, ALONG STATE HIGHWAY 89, ABOUT 0.45 MILE SOUTHWEST
 JX0546'OF THE SCHOOL, NEAR THE POST OFFICE AND STORE, IN THE TOP OF
 JX0546'SOUTHEAST END OF NORTHEAST ABUTMENT OF A BRIDGE OVER LAUREL RUN,
 JX0546'11 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT BELOW
 JX0546'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0707 ***********************************************************************
 JX0707  DESIGNATION -  L 127
 JX0707  PID         -  JX0707
 JX0707  STATE/COUNTY-  WV/MARSHALL
 JX0707  USGS QUAD   -  GLEN EASTON (1976)
 JX0707
 JX0707                         *CURRENT SURVEY CONTROL
 JX0707  ___________________________________________________________________
 JX0707* NAD 83(1986)-  39 46 18.     (N)    080 40 59.     (W)     SCALED    
 JX0707* NAVD 88     -       222.359  (meters)     729.52   (feet)  ADJUSTED  
 JX0707  ___________________________________________________________________
 JX0707  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JX0707  DYNAMIC HT  -         222.232 (meters)     729.11  (feet)  COMP
 JX0707  MODELED GRAV-     980,051.3   (mgal)                       NAVD 88
 JX0707
 JX0707  VERT ORDER  -  SECOND    CLASS 0
 JX0707
 JX0707.The horizontal coordinates were scaled from a topographic map and have
 JX0707.an estimated accuracy of +/- 6 seconds.
 JX0707
 JX0707.The orthometric height was determined by differential leveling
 JX0707.and adjusted by the National Geodetic Survey in June 1991..
 JX0707
 JX0707.The geoid height was determined by GEOID03.
 JX0707
 JX0707.The dynamic height is computed by dividing the NAVD 88
 JX0707.geopotential number by the normal gravity value computed on the
 JX0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0707.degrees latitude (g = 980.6199 gals.).
 JX0707
 JX0707.The modeled gravity was interpolated from observed gravity values.
 JX0707
 JX0707;                    North         East    Units  Estimated Accuracy
 JX0707;SPC WV N     -   141,850.      498,650.      MT  (+/- 180 meters Scaled)
 JX0707
 JX0707                          SUPERSEDED SURVEY CONTROL
 JX0707
 JX0707  NGVD 29 (??/??/92)  222.503  (m)          730.00   (f) ADJ UNCH    2 0
 JX0707
 JX0707.Superseded values are not recommended for survey control.
 JX0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0707.See file dsdata.txt to determine how the superseded data were derived.
 JX0707
 JX0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE271024(NAD 83)
 JX0707_MARKER: DB = BENCH MARK DISK
 JX0707_SETTING: 80 = SET IN A BOULDER
 JX0707_SP_SET: BOULDER
 JX0707_STAMPING: L 127 1957
 JX0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0707+STABILITY: SURFACE MOTION
 JX0707
 JX0707  HISTORY     - Date     Condition        Report By
 JX0707  HISTORY     - 1957     MONUMENTED       CGS
 JX0707
 JX0707                          STATION DESCRIPTION
 JX0707
 JX0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0707'2.6 MI W FROM ADALINE.
 JX0707'ABOUT 2.55 MILES WEST ALONG A GRAVEL ROAD FOLLOWING FISH CREEK
 JX0707'FROM THE SCHOOL AT ADALINE, ABOUT 0.2 MILE WEST OF JUNCTION OF
 JX0707'A ROAD NORTH, 45 FEET SOUTHWEST OF CENTER LINE OF ROAD, SET IN
 JX0707'THE TOP AND 3 INCHES NORTHEAST OF SOUTHWEST CORNER OF THE EAST
 JX0707'ONE OF THREE LARGE PROMINENT BOULDERS (TWO OF THE BOULDERS ARE
 JX0707'IN CREEK BED), 4 FEET SOUTH OF TWIN TREE GROWING ON TOP OF
 JX0707'BOULDER, 251 FEET SOUTHEAST OF A 5-FOOT PIPE CULVERT FOR A
 JX0707'STREAM, AND ABOUT 7 FEET BELOW LEVEL OF ROAD.  NOTE-- MARK IS
 JX0707'ABOUT 3.0 MILES NORTHEAST ALONG A ROAD FOLLOWING FISH CREEK FROM
 JX0707'THE JUNCTION OF BLACK TOP ROAD AT LYNN CAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0690 ***********************************************************************
 JX0690  DESIGNATION -  L 128
 JX0690  PID         -  JX0690
 JX0690  STATE/COUNTY-  WV/MARSHALL
 JX0690  USGS QUAD   -  GLEN EASTON (1976)
 JX0690
 JX0690                         *CURRENT SURVEY CONTROL
 JX0690  ___________________________________________________________________
 JX0690* NAD 83(1986)-  39 45 33.     (N)    080 42 31.     (W)     SCALED    
 JX0690* NAVD 88     -       356.399  (meters)    1169.29   (feet)  ADJUSTED  
 JX0690  ___________________________________________________________________
 JX0690  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JX0690  DYNAMIC HT  -         356.199 (meters)    1168.63  (feet)  COMP
 JX0690  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 JX0690
 JX0690  VERT ORDER  -  SECOND    CLASS 0
 JX0690
 JX0690.The horizontal coordinates were scaled from a topographic map and have
 JX0690.an estimated accuracy of +/- 6 seconds.
 JX0690
 JX0690.The orthometric height was determined by differential leveling
 JX0690.and adjusted by the National Geodetic Survey in June 1991..
 JX0690
 JX0690.The geoid height was determined by GEOID03.
 JX0690
 JX0690.The dynamic height is computed by dividing the NAVD 88
 JX0690.geopotential number by the normal gravity value computed on the
 JX0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0690.degrees latitude (g = 980.6199 gals.).
 JX0690
 JX0690.The modeled gravity was interpolated from observed gravity values.
 JX0690
 JX0690;                    North         East    Units  Estimated Accuracy
 JX0690;SPC WV N     -   140,490.      496,440.      MT  (+/- 180 meters Scaled)
 JX0690
 JX0690                          SUPERSEDED SURVEY CONTROL
 JX0690
 JX0690  NGVD 29 (??/??/92)  356.548  (m)         1169.77   (f) ADJ UNCH    2 0
 JX0690
 JX0690.Superseded values are not recommended for survey control.
 JX0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0690.See file dsdata.txt to determine how the superseded data were derived.
 JX0690
 JX0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE249010(NAD 83)
 JX0690_MARKER: DB = BENCH MARK DISK
 JX0690_SETTING: 66 = SET IN ROCK OUTCROP
 JX0690_SP_SET: ROCK CUT
 JX0690_STAMPING: L 128 1957
 JX0690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0690+STABILITY: POSITION/ELEVATION WELL
 JX0690
 JX0690  HISTORY     - Date     Condition        Report By
 JX0690  HISTORY     - 1957     MONUMENTED       CGS
 JX0690
 JX0690                          STATION DESCRIPTION
 JX0690
 JX0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0690'1.3 MI S FROM LYNN CAMP.
 JX0690'ABOUT 1.3 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE METHODIST
 JX0690'CHURCH AT LYNN CAMP, ON THE NORTH SLOPE OF A LONG WINDING GRADE,
 JX0690'ON THE INSIDE OF A HORSE-SHOE CURVE WITH TANGENTS EXTENDING NORTH
 JX0690'AND NORTHEAST, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 JX0690'PROJECTION THAT IS PART OF A CUT, 25 FEET NORTH OF CENTER LINE OF
 JX0690'ROAD, 2 1/2 FEET ABOVE GROUND AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0661 ***********************************************************************
 JX0661  DESIGNATION -  L 129
 JX0661  PID         -  JX0661
 JX0661  STATE/COUNTY-  WV/WETZEL
 JX0661  USGS QUAD   -  BIG RUN (1976)
 JX0661
 JX0661                         *CURRENT SURVEY CONTROL
 JX0661  ___________________________________________________________________
 JX0661* NAD 83(1986)-  39 31 40.     (N)    080 33 23.     (W)     SCALED    
 JX0661* NAVD 88     -       290.550  (meters)     953.25   (feet)  ADJUSTED  
 JX0661  ___________________________________________________________________
 JX0661  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JX0661  DYNAMIC HT  -         290.377 (meters)     952.68  (feet)  COMP
 JX0661  MODELED GRAV-     980,021.5   (mgal)                       NAVD 88
 JX0661
 JX0661  VERT ORDER  -  SECOND    CLASS 0
 JX0661
 JX0661.The horizontal coordinates were scaled from a topographic map and have
 JX0661.an estimated accuracy of +/- 6 seconds.
 JX0661
 JX0661.The orthometric height was determined by differential leveling
 JX0661.and adjusted by the National Geodetic Survey in June 1991..
 JX0661
 JX0661.The geoid height was determined by GEOID03.
 JX0661
 JX0661.The dynamic height is computed by dividing the NAVD 88
 JX0661.geopotential number by the normal gravity value computed on the
 JX0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0661.degrees latitude (g = 980.6199 gals.).
 JX0661
 JX0661.The modeled gravity was interpolated from observed gravity values.
 JX0661
 JX0661;                    North         East    Units  Estimated Accuracy
 JX0661;SPC WV N     -   114,640.      509,180.      MT  (+/- 180 meters Scaled)
 JX0661
 JX0661                          SUPERSEDED SURVEY CONTROL
 JX0661
 JX0661  NGVD 29 (??/??/92)  290.705  (m)          953.75   (f) ADJ UNCH    2 0
 JX0661
 JX0661.Superseded values are not recommended for survey control.
 JX0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0661.See file dsdata.txt to determine how the superseded data were derived.
 JX0661
 JX0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND381754(NAD 83)
 JX0661_MARKER: DB = BENCH MARK DISK
 JX0661_SETTING: 66 = SET IN ROCK OUTCROP
 JX0661_SP_SET: ROCK CUT
 JX0661_STAMPING: L 129 1957
 JX0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0661+STABILITY: POSITION/ELEVATION WELL
 JX0661
 JX0661  HISTORY     - Date     Condition        Report By
 JX0661  HISTORY     - 1957     MONUMENTED       CGS
 JX0661
 JX0661                          STATION DESCRIPTION
 JX0661
 JX0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0661'3.5 MI N FROM SMITHFIELD.
 JX0661'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 JX0661'BALTIMORE AND OHIO RAILROAD STATION AT SMITHFIELD, THENCE ABOUT
 JX0661'2.0 MILES NORTHEAST ALONG A GRAVEL ROAD FOLLOWING FALLEN TIMER
 JX0661'RUN, ABOUT 0.75 MILE SOUTHWEST OF A CHURCH WHICH IS NORTHWEST OF
 JX0661'ROAD, ABOUT 1.1 MILES NORTHEAST OF A SMALL CEMETERY, ABOUT 185
 JX0661'YARDS SOUTHWEST OF A 1 1/2-STORY HOUSE WITH ASBESTOS SIDING, SET
 JX0661'VERTICALLY IN THE SOUTHEAST FACE OF A PROJECTION OF ROCK IN A
 JX0661'CUT, 19 FEET NORTHWEST OF CENTER LINE OF ROAD, 1 FOOT ABOVE
 JX0661'GROUND AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1045 ***********************************************************************
 HX1045  DESIGNATION -  L 13
 HX1045  PID         -  HX1045
 HX1045  STATE/COUNTY-  WV/NICHOLAS
 HX1045  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1045
 HX1045                         *CURRENT SURVEY CONTROL
 HX1045  ___________________________________________________________________
 HX1045* NAD 83(1986)-  38 20 24.     (N)    080 40 51.     (W)     SCALED    
 HX1045* NAVD 88     -       667.843  (meters)    2191.08   (feet)  ADJUSTED  
 HX1045  ___________________________________________________________________
 HX1045  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HX1045  DYNAMIC HT  -         667.324 (meters)    2189.38  (feet)  COMP
 HX1045  MODELED GRAV-     979,829.5   (mgal)                       NAVD 88
 HX1045
 HX1045  VERT ORDER  -  SECOND    CLASS 0
 HX1045
 HX1045.The horizontal coordinates were scaled from a topographic map and have
 HX1045.an estimated accuracy of +/- 6 seconds.
 HX1045
 HX1045.The orthometric height was determined by differential leveling
 HX1045.and adjusted by the National Geodetic Survey in June 1991..
 HX1045.WARNING-Repeat measurements at this control monument indicate possible
 HX1045.vertical movement.
 HX1045
 HX1045.The geoid height was determined by GEOID03.
 HX1045
 HX1045.The dynamic height is computed by dividing the NAVD 88
 HX1045.geopotential number by the normal gravity value computed on the
 HX1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1045.degrees latitude (g = 980.6199 gals.).
 HX1045
 HX1045.The modeled gravity was interpolated from observed gravity values.
 HX1045
 HX1045;                    North         East    Units  Estimated Accuracy
 HX1045;SPC WV S     -   148,770.      627,900.      MT  (+/- 180 meters Scaled)
 HX1045
 HX1045                          SUPERSEDED SURVEY CONTROL
 HX1045
 HX1045  NGVD 29 (??/??/92)  667.988  (m)         2191.56   (f) ADJ UNCH    2 0
 HX1045
 HX1045.Superseded values are not recommended for survey control.
 HX1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1045.See file dsdata.txt to determine how the superseded data were derived.
 HX1045
 HX1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC278435(NAD 83)
 HX1045_MARKER: DB = BENCH MARK DISK
 HX1045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1045_SP_SET: ABUTMENT
 HX1045_STAMPING: L 13 1933
 HX1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1045
 HX1045  HISTORY     - Date     Condition        Report By
 HX1045  HISTORY     - 1933     MONUMENTED       CGS
 HX1045  HISTORY     - 1961     GOOD             NGS
 HX1045
 HX1045                          STATION DESCRIPTION
 HX1045
 HX1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1045'1.9 MI NW FROM CRAIGSVILLE.
 HX1045'ABOUT 1.9 MILES NORTHWEST ALONG STATE HIGHWAY 41 FROM THE
 HX1045'JUNCTION OF STATE HIGHWAY 20 AT CRAIGSVILLE, ABOUT 0.1 MILE
 HX1045'SOUTHEAST OF THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTHWEST,
 HX1045'ON TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT
 HX1045'OF A 45-FOOT LONG BRIDGE OVER BEAVER CREEK, 15 FEET SOUTHWEST
 HX1045'OF THE CENTER LINE OF THE HIGHWAY, 0.2 MILE NORTHEAST OF THE
 HX1045'SOUTHWEST END OF THE ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0614 ***********************************************************************
 JX0614  DESIGNATION -  L 130
 JX0614  PID         -  JX0614
 JX0614  STATE/COUNTY-  WV/WETZEL
 JX0614  USGS QUAD   -  PINE GROVE (1976)
 JX0614
 JX0614                         *CURRENT SURVEY CONTROL
 JX0614  ___________________________________________________________________
 JX0614* NAD 83(1986)-  39 37 25.     (N)    080 39 22.     (W)     SCALED    
 JX0614* NAVD 88     -       251.063  (meters)     823.70   (feet)  ADJUSTED  
 JX0614  ___________________________________________________________________
 JX0614  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0614  DYNAMIC HT  -         250.916 (meters)     823.21  (feet)  COMP
 JX0614  MODELED GRAV-     980,034.5   (mgal)                       NAVD 88
 JX0614
 JX0614  VERT ORDER  -  SECOND    CLASS 0
 JX0614
 JX0614.The horizontal coordinates were scaled from a topographic map and have
 JX0614.an estimated accuracy of +/- 6 seconds.
 JX0614
 JX0614.The orthometric height was determined by differential leveling
 JX0614.and adjusted by the National Geodetic Survey in June 1991..
 JX0614
 JX0614.The geoid height was determined by GEOID03.
 JX0614
 JX0614.The dynamic height is computed by dividing the NAVD 88
 JX0614.geopotential number by the normal gravity value computed on the
 JX0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0614.degrees latitude (g = 980.6199 gals.).
 JX0614
 JX0614.The modeled gravity was interpolated from observed gravity values.
 JX0614
 JX0614;                    North         East    Units  Estimated Accuracy
 JX0614;SPC WV N     -   125,380.      500,740.      MT  (+/- 180 meters Scaled)
 JX0614
 JX0614                          SUPERSEDED SURVEY CONTROL
 JX0614
 JX0614  NGVD 29 (??/??/92)  251.220  (m)          824.21   (f) ADJ UNCH    2 0
 JX0614
 JX0614.Superseded values are not recommended for survey control.
 JX0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0614.See file dsdata.txt to determine how the superseded data were derived.
 JX0614
 JX0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND295860(NAD 83)
 JX0614_MARKER: DB = BENCH MARK DISK
 JX0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0614_SP_SET: CULVERT
 JX0614_STAMPING: L 130 1957
 JX0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0614
 JX0614  HISTORY     - Date     Condition        Report By
 JX0614  HISTORY     - 1957     MONUMENTED       CGS
 JX0614
 JX0614                          STATION DESCRIPTION
 JX0614
 JX0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0614'1.2 MI SE FROM WILEYVILLE.
 JX0614'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE CHURCH
 JX0614'OF CHRIST AT WILEYVILLE, ABOUT 0.2 MILE SOUTHEAST OF A 50-FOOT
 JX0614'BRIDGE OVER STEEL RUN, ABOUT 0.45 MILE NORTHWEST OF JUNCTION OF
 JX0614'A ROAD SOUTH, IN THE TOP OF THE WING WALL AT THE NORTH CORNER
 JX0614'OF A 4-FOOT CONCRETE BOX CULVERT, 18 FEET NORTHEAST OF CENTER
 JX0614'LINE OF HIGHWAY AND 2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1022 ***********************************************************************
 JX1022  DESIGNATION -  L 131
 JX1022  PID         -  JX1022
 JX1022  STATE/COUNTY-  WV/RITCHIE
 JX1022  USGS QUAD   -  ELLENBORO (1975)
 JX1022
 JX1022                         *CURRENT SURVEY CONTROL
 JX1022  ___________________________________________________________________
 JX1022* NAD 83(1986)-  39 18 19.     (N)    081 04 50.     (W)     SCALED    
 JX1022* NAVD 88     -       248.103  (meters)     813.98   (feet)  ADJUSTED  
 JX1022  ___________________________________________________________________
 JX1022  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JX1022  DYNAMIC HT  -         247.949 (meters)     813.48  (feet)  COMP
 JX1022  MODELED GRAV-     979,999.2   (mgal)                       NAVD 88
 JX1022
 JX1022  VERT ORDER  -  SECOND    CLASS 0
 JX1022
 JX1022.The horizontal coordinates were scaled from a topographic map and have
 JX1022.an estimated accuracy of +/- 6 seconds.
 JX1022
 JX1022.The orthometric height was determined by differential leveling
 JX1022.and adjusted by the National Geodetic Survey in June 1991..
 JX1022
 JX1022.The geoid height was determined by GEOID03.
 JX1022
 JX1022.The dynamic height is computed by dividing the NAVD 88
 JX1022.geopotential number by the normal gravity value computed on the
 JX1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1022.degrees latitude (g = 980.6199 gals.).
 JX1022
 JX1022.The modeled gravity was interpolated from observed gravity values.
 JX1022
 JX1022;                    North         East    Units  Estimated Accuracy
 JX1022;SPC WV N     -    90,600.      463,690.      MT  (+/- 180 meters Scaled)
 JX1022
 JX1022                          SUPERSEDED SURVEY CONTROL
 JX1022
 JX1022  NGVD 29 (??/??/92)  248.271  (m)          814.54   (f) ADJ UNCH    2 0
 JX1022
 JX1022.Superseded values are not recommended for survey control.
 JX1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1022.See file dsdata.txt to determine how the superseded data were derived.
 JX1022
 JX1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD930506(NAD 83)
 JX1022_MARKER: DB = BENCH MARK DISK
 JX1022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1022_SP_SET: CULVERT
 JX1022_STAMPING: L 131 1957
 JX1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1022
 JX1022  HISTORY     - Date     Condition        Report By
 JX1022  HISTORY     - 1957     MONUMENTED       CGS
 JX1022
 JX1022                          STATION DESCRIPTION
 JX1022
 JX1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1022'1.6 MI NW FROM PIKE.
 JX1022'ABOUT 1.65 MILES NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 50
 JX1022'FROM THE JUNCTION OF U.S. HIGHWAY 50 AT PIKE, ABOUT 0.55 MILE
 JX1022'SOUTHEAST OF MT. OLIVET METHODIST CHURCH AND CEMETERY AT FINCH, IN
 JX1022'THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A
 JX1022'4-FOOT CONCRETE BOX CULVERT UNDER OLD HIGHWAY BED, 70 FEET
 JX1022'WEST OF CENTER LINE OF PRESENT HIGHWAY, 218 FEET SOUTH-SOUTHEAST
 JX1022'OF SOUTHEAST CORNER OF RESIDENCE OF CARL SAY, 46 FEET WEST OF
 JX1022'NORTH END OF WEST HEAD WALL OF A 36-INCH PIPE CULVERT UNDER
 JX1022'PRESENT HIGHWAY AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0905 ***********************************************************************
 JX0905  DESIGNATION -  L 132
 JX0905  PID         -  JX0905
 JX0905  STATE/COUNTY-  WV/PLEASANTS
 JX0905  USGS QUAD   -  SCHULTZ (1975)
 JX0905
 JX0905                         *CURRENT SURVEY CONTROL
 JX0905  ___________________________________________________________________
 JX0905* NAD 83(1986)-  39 18 30.     (N)    081 11 21.     (W)     SCALED    
 JX0905* NAVD 88     -       322.671  (meters)    1058.63   (feet)  ADJUSTED  
 JX0905  ___________________________________________________________________
 JX0905  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JX0905  DYNAMIC HT  -         322.474 (meters)    1057.98  (feet)  COMP
 JX0905  MODELED GRAV-     980,005.6   (mgal)                       NAVD 88
 JX0905
 JX0905  VERT ORDER  -  SECOND    CLASS 0
 JX0905
 JX0905.The horizontal coordinates were scaled from a topographic map and have
 JX0905.an estimated accuracy of +/- 6 seconds.
 JX0905
 JX0905.The orthometric height was determined by differential leveling
 JX0905.and adjusted by the National Geodetic Survey in June 1991..
 JX0905
 JX0905.The geoid height was determined by GEOID03.
 JX0905
 JX0905.The dynamic height is computed by dividing the NAVD 88
 JX0905.geopotential number by the normal gravity value computed on the
 JX0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0905.degrees latitude (g = 980.6199 gals.).
 JX0905
 JX0905.The modeled gravity was interpolated from observed gravity values.
 JX0905
 JX0905;                    North         East    Units  Estimated Accuracy
 JX0905;SPC WV N     -    91,110.      454,330.      MT  (+/- 180 meters Scaled)
 JX0905
 JX0905                          SUPERSEDED SURVEY CONTROL
 JX0905
 JX0905  NGVD 29 (??/??/92)  322.837  (m)         1059.17   (f) ADJ UNCH    2 0
 JX0905
 JX0905.Superseded values are not recommended for survey control.
 JX0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0905.See file dsdata.txt to determine how the superseded data were derived.
 JX0905
 JX0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD836510(NAD 83)
 JX0905_MARKER: DB = BENCH MARK DISK
 JX0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0905_STAMPING: L 132 1957
 JX0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0905+STABILITY: SURFACE MOTION
 JX0905
 JX0905  HISTORY     - Date     Condition        Report By
 JX0905  HISTORY     - 1957     MONUMENTED       CGS
 JX0905  HISTORY     - 1960     GOOD             NGS
 JX0905
 JX0905                          STATION DESCRIPTION
 JX0905
 JX0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0905'3.1 MI SE FROM SCHULTZ.
 JX0905'ABOUT 3.1 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING COW
 JX0905'CREEK AND LEADING OVER RIDGE INTO DOUGLAS RUN FROM BRIDGE OVER
 JX0905'COW CREEK AT SCHULTZ, 61 FEET SOUTH OF CENTER LINE OF ROAD, 130
 JX0905'FEET SOUTHEAST OF CENTER OF JUNCITON OF ROAD AND A ROAD LEADING
 JX0905'NORTHWEST, 89 FEET SOUTH-SOUTHEAST OF CENTER OF JUNCTION OF A
 JX0905'ROAD SOUTH TO INGRAM RIDGE CHURCH, 40 FEET EAST OF CENTER LINE OF
 JX0905'ROAD SOUTH, 6 FEET NORTH OF A 6-INCH OAK TREE, 2 FEET EAST OF
 JX0905'A CONCRETE WITNESS POST, ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD
 JX0905'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JX0905'NOTE-- MARK IS NEAR THE PLEASANTS-RITCHIS COUNTY LINE AND IS
 JX0905'REACHED FROM GLENDALE BY GOING ABOUT 0.95 MILE WEST ALONG U.S.
 JX0905'HIGHWAY 50 FROM THE SCHOOL, THENCE ABOUT 2.35 MILES NORTHWEST
 JX0905'ALONG DOUGLAS RUN ROAD.
 JX0905
 JX0905                          STATION RECOVERY (1960)
 JX0905
 JX0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JX0905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0361 ***********************************************************************
 JX0361  DESIGNATION -  L 133
 JX0361  PID         -  JX0361
 JX0361  STATE/COUNTY-  WV/DODDRIDGE
 JX0361  USGS QUAD   -  SALEM (1976)
 JX0361
 JX0361                         *CURRENT SURVEY CONTROL
 JX0361  ___________________________________________________________________
 JX0361* NAD 83(1986)-  39 19 42.     (N)    080 34 45.     (W)     SCALED    
 JX0361* NAVD 88     -       277.846  (meters)     911.57   (feet)  ADJUSTED  
 JX0361  ___________________________________________________________________
 JX0361  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JX0361  DYNAMIC HT  -         277.673 (meters)     911.00  (feet)  COMP
 JX0361  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 JX0361
 JX0361  VERT ORDER  -  SECOND    CLASS 0
 JX0361
 JX0361.The horizontal coordinates were scaled from a topographic map and have
 JX0361.an estimated accuracy of +/- 6 seconds.
 JX0361
 JX0361.The orthometric height was determined by differential leveling
 JX0361.and adjusted by the National Geodetic Survey in June 1991..
 JX0361
 JX0361.The geoid height was determined by GEOID03.
 JX0361
 JX0361.The dynamic height is computed by dividing the NAVD 88
 JX0361.geopotential number by the normal gravity value computed on the
 JX0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0361.degrees latitude (g = 980.6199 gals.).
 JX0361
 JX0361.The modeled gravity was interpolated from observed gravity values.
 JX0361
 JX0361;                    North         East    Units  Estimated Accuracy
 JX0361;SPC WV N     -    92,520.      506,960.      MT  (+/- 180 meters Scaled)
 JX0361
 JX0361                          SUPERSEDED SURVEY CONTROL
 JX0361
 JX0361  NGVD 29 (??/??/92)  277.998  (m)          912.07   (f) ADJ UNCH    2 0
 JX0361
 JX0361.Superseded values are not recommended for survey control.
 JX0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0361.See file dsdata.txt to determine how the superseded data were derived.
 JX0361
 JX0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND362532(NAD 83)
 JX0361_MARKER: DB = BENCH MARK DISK
 JX0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0361_STAMPING: L 133 1957
 JX0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0361+STABILITY: SURFACE MOTION
 JX0361
 JX0361  HISTORY     - Date     Condition        Report By
 JX0361  HISTORY     - 1957     MONUMENTED       CGS
 JX0361
 JX0361                          STATION DESCRIPTION
 JX0361
 JX0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0361'2.3 MI SE FROM SEDALIA.
 JX0361'ABOUT 2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE SCHOOL
 JX0361'AT SEDALIA, ABOUT 0.45 MILE SOUTH OF CASCARA METHODIST CHURCH,
 JX0361'21 FEET WEST OF CENTER LINE OF HIGHWAY, 70 FEET SOUTHWEST OF
 JX0361'CENTER OF JUNCTION OF A ROAD WEST, 60 FEET SOUTH OF CENTER LINE
 JX0361'OF ROAD WEST, 113 1/2 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF
 JX0361'W.E. RICHARDS RESIDENCE, 2 1/2 FEET NORTH OF TELEPHONE POLE NO.
 JX0361'6/149, ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 JX0361'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0367 ***********************************************************************
 JX0367  DESIGNATION -  L 134
 JX0367  PID         -  JX0367
 JX0367  STATE/COUNTY-  WV/DODDRIDGE
 JX0367  USGS QUAD   -  FOLSOM (1976)
 JX0367
 JX0367                         *CURRENT SURVEY CONTROL
 JX0367  ___________________________________________________________________
 JX0367* NAD 83(1986)-  39 23 06.     (N)    080 37 16.     (W)     SCALED    
 JX0367* NAVD 88     -       253.453  (meters)     831.54   (feet)  ADJUSTED  
 JX0367  ___________________________________________________________________
 JX0367  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JX0367  DYNAMIC HT  -         253.299 (meters)     831.03  (feet)  COMP
 JX0367  MODELED GRAV-     980,015.5   (mgal)                       NAVD 88
 JX0367
 JX0367  VERT ORDER  -  SECOND    CLASS 0
 JX0367
 JX0367.The horizontal coordinates were scaled from a topographic map and have
 JX0367.an estimated accuracy of +/- 6 seconds.
 JX0367
 JX0367.The orthometric height was determined by differential leveling
 JX0367.and adjusted by the National Geodetic Survey in June 1991..
 JX0367
 JX0367.The geoid height was determined by GEOID03.
 JX0367
 JX0367.The dynamic height is computed by dividing the NAVD 88
 JX0367.geopotential number by the normal gravity value computed on the
 JX0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0367.degrees latitude (g = 980.6199 gals.).
 JX0367
 JX0367.The modeled gravity was interpolated from observed gravity values.
 JX0367
 JX0367;                    North         East    Units  Estimated Accuracy
 JX0367;SPC WV N     -    98,850.      503,420.      MT  (+/- 180 meters Scaled)
 JX0367
 JX0367                          SUPERSEDED SURVEY CONTROL
 JX0367
 JX0367  NGVD 29 (??/??/92)  253.610  (m)          832.05   (f) ADJ UNCH    2 0
 JX0367
 JX0367.Superseded values are not recommended for survey control.
 JX0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0367.See file dsdata.txt to determine how the superseded data were derived.
 JX0367
 JX0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND326595(NAD 83)
 JX0367_MARKER: DB = BENCH MARK DISK
 JX0367_SETTING: 66 = SET IN ROCK OUTCROP
 JX0367_SP_SET: LEDGE
 JX0367_STAMPING: L 134 1957
 JX0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0367+STABILITY: POSITION/ELEVATION WELL
 JX0367
 JX0367  HISTORY     - Date     Condition        Report By
 JX0367  HISTORY     - 1957     MONUMENTED       CGS
 JX0367
 JX0367                          STATION DESCRIPTION
 JX0367
 JX0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0367'1 MI SE FROM CENTER POINT.
 JX0367'ABOUT 0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE SCHOOL
 JX0367'AT CENTER POINT, ABOUT 110 YARDS SOUTHWEST AND ACROSS HIGHWAY FROM
 JX0367'L.B. COFFMAN RESIDENCE, SET VERTICALLY IN FACE OF AN OUTCROPPING
 JX0367'ROCK LEDGE ABOUT 9 BY 1 1/2 FEET, 18 FEET EAST-SOUTHEAST OF CENTER
 JX0367'LINE OF HIGHWAY, 234 FEET SOUTHWEST OF THE WEST CORNER OF A TILE
 JX0367'BLOCK GARAGE AND 4 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0334 ***********************************************************************
 JX0334  DESIGNATION -  L 135
 JX0334  PID         -  JX0334
 JX0334  STATE/COUNTY-  WV/TYLER
 JX0334  USGS QUAD   -  SHIRLEY (1989)
 JX0334
 JX0334                         *CURRENT SURVEY CONTROL
 JX0334  ___________________________________________________________________
 JX0334* NAD 83(1986)-  39 28 26.     (N)    080 50 37.     (W)     SCALED    
 JX0334* NAVD 88     -       218.070  (meters)     715.45   (feet)  ADJUSTED  
 JX0334  ___________________________________________________________________
 JX0334  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JX0334  DYNAMIC HT  -         217.940 (meters)     715.02  (feet)  COMP
 JX0334  MODELED GRAV-     980,026.0   (mgal)                       NAVD 88
 JX0334
 JX0334  VERT ORDER  -  SECOND    CLASS 0
 JX0334
 JX0334.The horizontal coordinates were scaled from a topographic map and have
 JX0334.an estimated accuracy of +/- 6 seconds.
 JX0334
 JX0334.The orthometric height was determined by differential leveling
 JX0334.and adjusted by the National Geodetic Survey in June 1991..
 JX0334
 JX0334.The geoid height was determined by GEOID03.
 JX0334
 JX0334.The dynamic height is computed by dividing the NAVD 88
 JX0334.geopotential number by the normal gravity value computed on the
 JX0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0334.degrees latitude (g = 980.6199 gals.).
 JX0334
 JX0334.The modeled gravity was interpolated from observed gravity values.
 JX0334
 JX0334;                    North         East    Units  Estimated Accuracy
 JX0334;SPC WV N     -   108,980.      484,400.      MT  (+/- 180 meters Scaled)
 JX0334
 JX0334                          SUPERSEDED SURVEY CONTROL
 JX0334
 JX0334  NGVD 29 (??/??/92)  218.233  (m)          715.99   (f) ADJ UNCH    2 0
 JX0334
 JX0334.Superseded values are not recommended for survey control.
 JX0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0334.See file dsdata.txt to determine how the superseded data were derived.
 JX0334
 JX0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND134693(NAD 83)
 JX0334_MARKER: DB = BENCH MARK DISK
 JX0334_SETTING: 66 = SET IN ROCK OUTCROP
 JX0334_SP_SET: LEDGE
 JX0334_STAMPING: L 135 1957
 JX0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0334+STABILITY: POSITION/ELEVATION WELL
 JX0334
 JX0334  HISTORY     - Date     Condition        Report By
 JX0334  HISTORY     - 1957     MONUMENTED       CGS
 JX0334
 JX0334                          STATION DESCRIPTION
 JX0334
 JX0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0334'4.8 MI SE FROM MIDDLEBOURNE.
 JX0334'ABOUT 4.8 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE
 JX0334'COURT HOUSE AT MIDDLEBOURNE, 3.7 MILES NORTHWEST ALONG HIGHWAY
 JX0334'18 FROM THE JUNCTION OF STATE HIGHWAY 23 AT TYLER, IN THE TOP
 JX0334'OF LEDGE OF A ROCK CUT, 21 1/2 FEET EAST OF CENTER LINE OF
 JX0334'HIGHWAY, 553 FEET SOUTH OF CENTER OF JUNCTION OF HIGHWAY AND
 JX0334'A BLACK TOP ROAD LEADING SOUTHEAST, 178 FEET SOUTH OF TELEPHONE
 JX0334'CABLE POLE NO. 1/132 WHICH IS GUYED TO A POLE ON WEST SIDE
 JX0334'OF HIGHWAY, 46 FEET NORTH OF TELEPHONE CABLE POLE NO. 1/133,
 JX0334'1/2 FOOT ABOVE A 12-INCH TRIANGLE CUT IN LEDGE AND 3/4 FEET
 JX0334'EAST-SOUTHEAST OF TRIANGLE, AND 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0586 ***********************************************************************
 JX0586  DESIGNATION -  L 136
 JX0586  PID         -  JX0586
 JX0586  STATE/COUNTY-  WV/TYLER
 JX0586  USGS QUAD   -  PADEN CITY (1994)
 JX0586
 JX0586                         *CURRENT SURVEY CONTROL
 JX0586  ___________________________________________________________________
 JX0586* NAD 83(1986)-  39 32 07.     (N)    080 56 06.     (W)     SCALED    
 JX0586* NAVD 88     -       228.481  (meters)     749.61   (feet)  ADJUSTED  
 JX0586  ___________________________________________________________________
 JX0586  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JX0586  DYNAMIC HT  -         228.346 (meters)     749.17  (feet)  COMP
 JX0586  MODELED GRAV-     980,034.3   (mgal)                       NAVD 88
 JX0586
 JX0586  VERT ORDER  -  SECOND    CLASS 0
 JX0586
 JX0586.The horizontal coordinates were scaled from a topographic map and have
 JX0586.an estimated accuracy of +/- 6 seconds.
 JX0586
 JX0586.The orthometric height was determined by differential leveling
 JX0586.and adjusted by the National Geodetic Survey in June 1991..
 JX0586
 JX0586.The geoid height was determined by GEOID03.
 JX0586
 JX0586.The dynamic height is computed by dividing the NAVD 88
 JX0586.geopotential number by the normal gravity value computed on the
 JX0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0586.degrees latitude (g = 980.6199 gals.).
 JX0586
 JX0586.The modeled gravity was interpolated from observed gravity values.
 JX0586
 JX0586;                    North         East    Units  Estimated Accuracy
 JX0586;SPC WV N     -   115,920.      476,650.      MT  (+/- 180 meters Scaled)
 JX0586
 JX0586                          SUPERSEDED SURVEY CONTROL
 JX0586
 JX0586  NGVD 29 (??/??/92)  228.640  (m)          750.13   (f) ADJ UNCH    2 0
 JX0586
 JX0586.Superseded values are not recommended for survey control.
 JX0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0586.See file dsdata.txt to determine how the superseded data were derived.
 JX0586
 JX0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND055761(NAD 83)
 JX0586_MARKER: DB = BENCH MARK DISK
 JX0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0586_SP_SET: CULVERT
 JX0586_STAMPING: L 136 1957
 JX0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0586
 JX0586  HISTORY     - Date     Condition        Report By
 JX0586  HISTORY     - 1957     MONUMENTED       CGS
 JX0586  HISTORY     - 1983     GOOD             NGS
 JX0586
 JX0586                          STATION DESCRIPTION
 JX0586
 JX0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0586'4.8 MI SE FROM SISTERVILLE.
 JX0586'ABOUT 4.8 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE POST
 JX0586'OFFICE AT SISTERVILLE, ABOUT 3.6 MILES NORTHWEST OF ROAD JUNCTION
 JX0586'AT KIDWELL, IN THE TOP OF EAST END OF SOUTH HEAD WALL OF A 9-FOOT
 JX0586'CONCRETE CULVERT UNDER HIGHWAY, 14 FEET SOUTH OF CENTER LINE OF
 JX0586'HIGHWAY, 106 FEET NORTHEAST OF NORTHEAST CORNER OF A TWO-STORY
 JX0586'WHITE FRAME HOUSE 1 FOOT WEST OF EAST END OF HEAD WALL AND ABOUT
 JX0586'1/2 FOOT BELOW LEVEL OF HIGHWAY.
 JX0586
 JX0586                          STATION RECOVERY (1983)
 JX0586
 JX0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0431 ***********************************************************************
 JX0431  DESIGNATION -  L 137
 JX0431  PID         -  JX0431
 JX0431  STATE/COUNTY-  WV/TYLER
 JX0431  USGS QUAD   -  SHIRLEY (1989)
 JX0431
 JX0431                         *CURRENT SURVEY CONTROL
 JX0431  ___________________________________________________________________
 JX0431* NAD 83(1986)-  39 26 38.     (N)    080 48 49.     (W)     SCALED    
 JX0431* NAVD 88     -       223.654  (meters)     733.77   (feet)  ADJUSTED  
 JX0431  ___________________________________________________________________
 JX0431  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JX0431  DYNAMIC HT  -         223.520 (meters)     733.33  (feet)  COMP
 JX0431  MODELED GRAV-     980,025.5   (mgal)                       NAVD 88
 JX0431
 JX0431  VERT ORDER  -  SECOND    CLASS 0
 JX0431
 JX0431.The horizontal coordinates were scaled from a topographic map and have
 JX0431.an estimated accuracy of +/- 6 seconds.
 JX0431
 JX0431.The orthometric height was determined by differential leveling
 JX0431.and adjusted by the National Geodetic Survey in June 1991..
 JX0431
 JX0431.The geoid height was determined by GEOID03.
 JX0431
 JX0431.The dynamic height is computed by dividing the NAVD 88
 JX0431.geopotential number by the normal gravity value computed on the
 JX0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0431.degrees latitude (g = 980.6199 gals.).
 JX0431
 JX0431.The modeled gravity was interpolated from observed gravity values.
 JX0431
 JX0431;                    North         East    Units  Estimated Accuracy
 JX0431;SPC WV N     -   105,610.      486,930.      MT  (+/- 180 meters Scaled)
 JX0431
 JX0431                          SUPERSEDED SURVEY CONTROL
 JX0431
 JX0431  NGVD 29 (??/??/92)  223.816  (m)          734.30   (f) ADJ UNCH    2 0
 JX0431
 JX0431.Superseded values are not recommended for survey control.
 JX0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0431.See file dsdata.txt to determine how the superseded data were derived.
 JX0431
 JX0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND160660(NAD 83)
 JX0431_MARKER: DB = BENCH MARK DISK
 JX0431_SETTING: 66 = SET IN ROCK OUTCROP
 JX0431_SP_SET: CUT
 JX0431_STAMPING: L 137 1957
 JX0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0431+STABILITY: POSITION/ELEVATION WELL
 JX0431
 JX0431  HISTORY     - Date     Condition        Report By
 JX0431  HISTORY     - 1957     MONUMENTED       CGS
 JX0431
 JX0431                          STATION DESCRIPTION
 JX0431
 JX0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0431'0.8 MI E FROM BLUE.
 JX0431'ABOUT 0.75 MILE EAST ALONG INDIAN CREEK ROAD FROM THE JUNCTION OF
 JX0431'STATE HIGHWAY 18 AT BLUE, 0.25 MILE WEST OF JUNCTION OF BIG RUN
 JX0431'ROAD LEADING NORTHEAST, SET VERTICALLY IN THE SOUTH FACE OF AN
 JX0431'8-FOOT HIGH LAYERED ROCK CUT AND AT THE EAST END OF THE HIGH
 JX0431'PART OF CUT, 16 1/2 FEET NORTH OF CENTER LINE OF ROAD, 21 1/2 FEET
 JX0431'WEST OF NORTH END OF A 15-INCH PIPE CULVERT UNDER ROAD, AND ABOUT
 JX0431'5 1/2 FEET ABOVE LEVEL OF BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0440 ***********************************************************************
 JX0440  DESIGNATION -  L 138
 JX0440  PID         -  JX0440
 JX0440  STATE/COUNTY-  WV/WETZEL
 JX0440  USGS QUAD   -  PINE GROVE (1976)
 JX0440
 JX0440                         *CURRENT SURVEY CONTROL
 JX0440  ___________________________________________________________________
 JX0440* NAD 83(1986)-  39 31 56.     (N)    080 39 23.     (W)     SCALED    
 JX0440* NAVD 88     -       224.706  (meters)     737.22   (feet)  ADJUSTED  
 JX0440  ___________________________________________________________________
 JX0440  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JX0440  DYNAMIC HT  -         224.573 (meters)     736.79  (feet)  COMP
 JX0440  MODELED GRAV-     980,031.9   (mgal)                       NAVD 88
 JX0440
 JX0440  VERT ORDER  -  SECOND    CLASS 0
 JX0440
 JX0440.The horizontal coordinates were scaled from a topographic map and have
 JX0440.an estimated accuracy of +/- 6 seconds.
 JX0440
 JX0440.The orthometric height was determined by differential leveling
 JX0440.and adjusted by the National Geodetic Survey in June 1991..
 JX0440
 JX0440.The geoid height was determined by GEOID03.
 JX0440
 JX0440.The dynamic height is computed by dividing the NAVD 88
 JX0440.geopotential number by the normal gravity value computed on the
 JX0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0440.degrees latitude (g = 980.6199 gals.).
 JX0440
 JX0440.The modeled gravity was interpolated from observed gravity values.
 JX0440
 JX0440;                    North         East    Units  Estimated Accuracy
 JX0440;SPC WV N     -   115,230.      500,590.      MT  (+/- 180 meters Scaled)
 JX0440
 JX0440                          SUPERSEDED SURVEY CONTROL
 JX0440
 JX0440  NGVD 29 (??/??/92)  224.868  (m)          737.75   (f) ADJ UNCH    2 0
 JX0440
 JX0440.Superseded values are not recommended for survey control.
 JX0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0440.See file dsdata.txt to determine how the superseded data were derived.
 JX0440
 JX0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND295758(NAD 83)
 JX0440_MARKER: DB = BENCH MARK DISK
 JX0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0440_SP_SET: BRIDGE
 JX0440_STAMPING: L 138 1957
 JX0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0440
 JX0440  HISTORY     - Date     Condition        Report By
 JX0440  HISTORY     - 1957     MONUMENTED       CGS
 JX0440
 JX0440                          STATION DESCRIPTION
 JX0440
 JX0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0440'0.8 MI NW FROM JACKSONBURG.
 JX0440'ABOUT 0.75 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0440'FROM THE STATION AT JACKSONBURG, NEAR MILEAGE POLE NO. 21+33,
 JX0440'IN THE TOP OF THE WING WALL AT THE SOUTHEAST END OF SOUTHWEST
 JX0440'ABUTMENT OF RAILROAD BRIDGE NO. 217, 10 FEET SOUTHEAST OF SOUTHEAST
 JX0440'RAIL AND 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0642 ***********************************************************************
 JX0642  DESIGNATION -  L 139
 JX0642  PID         -  JX0642
 JX0642  STATE/COUNTY-  WV/TYLER
 JX0642  USGS QUAD   -  PORTERS FALLS (1976)
 JX0642
 JX0642                         *CURRENT SURVEY CONTROL
 JX0642  ___________________________________________________________________
 JX0642* NAD 83(1986)-  39 31 53.     (N)    080 51 31.     (W)     SCALED    
 JX0642* NAVD 88     -       219.815  (meters)     721.18   (feet)  ADJUSTED  
 JX0642  ___________________________________________________________________
 JX0642  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JX0642  DYNAMIC HT  -         219.686 (meters)     720.75  (feet)  COMP
 JX0642  MODELED GRAV-     980,035.8   (mgal)                       NAVD 88
 JX0642
 JX0642  VERT ORDER  -  SECOND    CLASS 0
 JX0642
 JX0642.The horizontal coordinates were scaled from a topographic map and have
 JX0642.an estimated accuracy of +/- 6 seconds.
 JX0642
 JX0642.The orthometric height was determined by differential leveling
 JX0642.and adjusted by the National Geodetic Survey in June 1991..
 JX0642
 JX0642.The geoid height was determined by GEOID03.
 JX0642
 JX0642.The dynamic height is computed by dividing the NAVD 88
 JX0642.geopotential number by the normal gravity value computed on the
 JX0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0642.degrees latitude (g = 980.6199 gals.).
 JX0642
 JX0642.The modeled gravity was interpolated from observed gravity values.
 JX0642
 JX0642;                    North         East    Units  Estimated Accuracy
 JX0642;SPC WV N     -   115,390.      483,210.      MT  (+/- 180 meters Scaled)
 JX0642
 JX0642                          SUPERSEDED SURVEY CONTROL
 JX0642
 JX0642  NGVD 29 (??/??/92)  219.978  (m)          721.71   (f) ADJ UNCH    2 0
 JX0642
 JX0642.Superseded values are not recommended for survey control.
 JX0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0642.See file dsdata.txt to determine how the superseded data were derived.
 JX0642
 JX0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND121757(NAD 83)
 JX0642_MARKER: DB = BENCH MARK DISK
 JX0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0642_SP_SET: STEEL TOWER
 JX0642_STAMPING: L 139 1957
 JX0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0642
 JX0642  HISTORY     - Date     Condition        Report By
 JX0642  HISTORY     - 1957     MONUMENTED       CGS
 JX0642
 JX0642                          STATION DESCRIPTION
 JX0642
 JX0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0642'2.4 MI E FROM KIDWELL.
 JX0642'ABOUT 2.35 MILES EAST ALONG ELK CREEK ROAD FROM THE CHURCH AND
 JX0642'CEMETERY AT KIDWELL, ABOUT 50 YARDS EAST OF FRONT OF ELK CREEK
 JX0642'CHURCH OF CHRIST, SET IN THE TOP OF THE CONCRETE BASE OF THE
 JX0642'SOUTH LEG OF A STEEL TOWER OVER AN OIL WELL, 47 FEET NORTHEAST OF
 JX0642'CENTER LINE OF ROAD AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1849 ***********************************************************************
 HX1849  DESIGNATION -  L 14
 HX1849  PID         -  HX1849
 HX1849  STATE/COUNTY-  WV/FAYETTE
 HX1849  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1849
 HX1849                         *CURRENT SURVEY CONTROL
 HX1849  ___________________________________________________________________
 HX1849* NAD 83(1986)-  38 09 44.     (N)    081 11 37.     (W)     SCALED    
 HX1849* NAVD 88     -       206.535  (meters)     677.61   (feet)  ADJUSTED  
 HX1849  ___________________________________________________________________
 HX1849  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HX1849  DYNAMIC HT  -         206.388 (meters)     677.12  (feet)  COMP
 HX1849  MODELED GRAV-     979,912.4   (mgal)                       NAVD 88
 HX1849
 HX1849  VERT ORDER  -  SECOND    CLASS 0
 HX1849
 HX1849.The horizontal coordinates were scaled from a topographic map and have
 HX1849.an estimated accuracy of +/- 6 seconds.
 HX1849
 HX1849.The orthometric height was determined by differential leveling
 HX1849.and adjusted by the National Geodetic Survey in June 1991..
 HX1849
 HX1849.The geoid height was determined by GEOID03.
 HX1849
 HX1849.The dynamic height is computed by dividing the NAVD 88
 HX1849.geopotential number by the normal gravity value computed on the
 HX1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1849.degrees latitude (g = 980.6199 gals.).
 HX1849
 HX1849.The modeled gravity was interpolated from observed gravity values.
 HX1849
 HX1849;                    North         East    Units  Estimated Accuracy
 HX1849;SPC WV S     -   129,010.      583,030.      MT  (+/- 180 meters Scaled)
 HX1849
 HX1849                          SUPERSEDED SURVEY CONTROL
 HX1849
 HX1849  NGVD 29 (??/??/92)  206.725  (m)          678.23   (f) ADJ UNCH    2 0
 HX1849
 HX1849.Superseded values are not recommended for survey control.
 HX1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1849.See file dsdata.txt to determine how the superseded data were derived.
 HX1849
 HX1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC830238(NAD 83)
 HX1849_MARKER: DB = BENCH MARK DISK
 HX1849_SETTING: 66 = SET IN ROCK OUTCROP
 HX1849_SP_SET: ROCK LEDGE
 HX1849_STAMPING: L 14 1934
 HX1849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1849+STABILITY: POSITION/ELEVATION WELL
 HX1849
 HX1849  HISTORY     - Date     Condition        Report By
 HX1849  HISTORY     - 1934     MONUMENTED       CGS
 HX1849  HISTORY     - 1959     GOOD             NGS
 HX1849  HISTORY     - 1961     GOOD             NGS
 HX1849
 HX1849                          STATION DESCRIPTION
 HX1849
 HX1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX1849'AT GAULEY BRIDGE.
 HX1849'AT GAULEY BRIDGE, ALONG THE CHESAPEAKE AND OHIO RAILWAY, 17 RAILS
 HX1849'NORTHWEST OF THE JUNCTION OF THE CUT-OFF BETWEEN THE C. AND O.
 HX1849'RY. AND THE NEW YORK CENTRAL RAILROAD, 9 FEET EAST OF THE EAST
 HX1849'RAIL, IN TOP OF A ROCK LEDGE 1 1/2-FEET WIDE BY 10-FEET LONG
 HX1849'AT THE BASE OF A LARGE ROCK CUT, 9 FEET NORTH OF THE NORTH EDGE
 HX1849'OF A LARGE HOLE CUT BACK IN THE ROCK, AND ABOUT 2 FEET ABOVE
 HX1849'THE LEVEL OF THE TRACK.
 HX1849
 HX1849                          STATION RECOVERY (1961)
 HX1849
 HX1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HX1849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0403 ***********************************************************************
 JX0403  DESIGNATION -  L 140
 JX0403  PID         -  JX0403
 JX0403  STATE/COUNTY-  WV/TYLER
 JX0403  USGS QUAD   -  CENTER POINT (1976)
 JX0403
 JX0403                         *CURRENT SURVEY CONTROL
 JX0403  ___________________________________________________________________
 JX0403* NAD 83(1986)-  39 26 54.     (N)    080 37 45.     (W)     SCALED    
 JX0403* NAVD 88     -       311.897  (meters)    1023.28   (feet)  ADJUSTED  
 JX0403  ___________________________________________________________________
 JX0403  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JX0403  DYNAMIC HT  -         311.710 (meters)    1022.67  (feet)  COMP
 JX0403  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 JX0403
 JX0403  VERT ORDER  -  SECOND    CLASS 0
 JX0403
 JX0403.The horizontal coordinates were scaled from a topographic map and have
 JX0403.an estimated accuracy of +/- 6 seconds.
 JX0403
 JX0403.The orthometric height was determined by differential leveling
 JX0403.and adjusted by the National Geodetic Survey in June 1991..
 JX0403
 JX0403.The geoid height was determined by GEOID03.
 JX0403
 JX0403.The dynamic height is computed by dividing the NAVD 88
 JX0403.geopotential number by the normal gravity value computed on the
 JX0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0403.degrees latitude (g = 980.6199 gals.).
 JX0403
 JX0403.The modeled gravity was interpolated from observed gravity values.
 JX0403
 JX0403;                    North         East    Units  Estimated Accuracy
 JX0403;SPC WV N     -   105,890.      502,810.      MT  (+/- 180 meters Scaled)
 JX0403
 JX0403                          SUPERSEDED SURVEY CONTROL
 JX0403
 JX0403  NGVD 29 (??/??/92)  312.053  (m)         1023.79   (f) ADJ UNCH    2 0
 JX0403
 JX0403.Superseded values are not recommended for survey control.
 JX0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0403.See file dsdata.txt to determine how the superseded data were derived.
 JX0403
 JX0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND319665(NAD 83)
 JX0403_MARKER: DB = BENCH MARK DISK
 JX0403_SETTING: 66 = SET IN ROCK OUTCROP
 JX0403_SP_SET: CUT
 JX0403_STAMPING: L 140 1957
 JX0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0403+STABILITY: POSITION/ELEVATION WELL
 JX0403
 JX0403  HISTORY     - Date     Condition        Report By
 JX0403  HISTORY     - 1957     MONUMENTED       CGS
 JX0403
 JX0403                          STATION DESCRIPTION
 JX0403
 JX0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0403'8.2 MI SE FROM JACKSONBURG.
 JX0403'ABOUT 6.55 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE BALTIMORE
 JX0403'AND OHIO RAILROAD STATION AT JACKSONBURG, THENCE ABOUT 1.6
 JX0403'MILES EAST ALONG A GRAVEL ROAD, ABOUT 0.7 MILE WEST OF MT. ZION
 JX0403'METHODIST CHURCH AND JUNCTION OF A DIRT ROAD SOUTHWEST, ABOUT
 JX0403'1.45 MILES EAST OF FAIRCHANCE SCHOOL, SET VERTICALLY IN THE
 JX0403'SOUTH FACE OF A ROCK CUT, 14 FEET NORTH OF CENTER LINE OF ROAD,
 JX0403'3 1/2 FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0307 ***********************************************************************
 JX0307  DESIGNATION -  L 141
 JX0307  PID         -  JX0307
 JX0307  STATE/COUNTY-  WV/RITCHIE
 JX0307  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0307
 JX0307                         *CURRENT SURVEY CONTROL
 JX0307  ___________________________________________________________________
 JX0307* NAD 83(1986)-  39 22 51.     (N)    080 56 01.     (W)     SCALED    
 JX0307* NAVD 88     -       303.583  (meters)     996.01   (feet)  ADJUSTED  
 JX0307  ___________________________________________________________________
 JX0307  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JX0307  DYNAMIC HT  -         303.397 (meters)     995.39  (feet)  COMP
 JX0307  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 JX0307
 JX0307  VERT ORDER  -  SECOND    CLASS 0
 JX0307
 JX0307.The horizontal coordinates were scaled from a topographic map and have
 JX0307.an estimated accuracy of +/- 6 seconds.
 JX0307
 JX0307.The orthometric height was determined by differential leveling
 JX0307.and adjusted by the National Geodetic Survey in June 1991..
 JX0307
 JX0307.The geoid height was determined by GEOID03.
 JX0307
 JX0307.The dynamic height is computed by dividing the NAVD 88
 JX0307.geopotential number by the normal gravity value computed on the
 JX0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0307.degrees latitude (g = 980.6199 gals.).
 JX0307
 JX0307.The modeled gravity was interpolated from observed gravity values.
 JX0307
 JX0307;                    North         East    Units  Estimated Accuracy
 JX0307;SPC WV N     -    98,770.      476,490.      MT  (+/- 180 meters Scaled)
 JX0307
 JX0307                          SUPERSEDED SURVEY CONTROL
 JX0307
 JX0307  NGVD 29 (??/??/92)  303.753  (m)          996.56   (f) ADJ UNCH    2 0
 JX0307
 JX0307.Superseded values are not recommended for survey control.
 JX0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0307.See file dsdata.txt to determine how the superseded data were derived.
 JX0307
 JX0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND057590(NAD 83)
 JX0307_MARKER: DB = BENCH MARK DISK
 JX0307_SETTING: 66 = SET IN ROCK OUTCROP
 JX0307_SP_SET: LEDGE
 JX0307_STAMPING: L 141 1957
 JX0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0307+STABILITY: POSITION/ELEVATION WELL
 JX0307
 JX0307  HISTORY     - Date     Condition        Report By
 JX0307  HISTORY     - 1957     MONUMENTED       CGS
 JX0307
 JX0307                          STATION DESCRIPTION
 JX0307
 JX0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0307'2.4 MI NW FROM MOUNTAIN.
 JX0307'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 74 FROM THE UNION
 JX0307'CHAPEL AT MOUNTAIN, THENCE ABOUT 0.45 MILE NORTHWEST ALONG A
 JX0307'GRAVEL ROAD, THENCE ABOUT 1.6 MILES NORTHWEST ALONG A DIRT ROAD,
 JX0307'ABOUT 0.45 MILE EAST OF TYLER-RITCHIE COUNTY LINE, IN THE TOP
 JX0307'OF EAST END OF AN OUTCROPPING ROCK LEDGE ABOUT 18 BY 3 FEET,
 JX0307'11 FEET NORTH OF CENTER LINE OF ROAD, 36 FEET EAST-NORTHEAST
 JX0307'AND ACROSS ROAD FROM A 12-INCH HICKORY TREE, 19 FEET
 JX0307'NORTH-NORTHEAST AND ACROSS ROAD FROM A 20-INCH HICKORY TREE, 1/2
 JX0307'FOOT NORTH AND ABOUT 1/2 FOOT ABOVE A 12-INCH TRIANGLE CHISELED
 JX0307'IN FACE OF LEDGE AND 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0349 ***********************************************************************
 JX0349  DESIGNATION -  L 142
 JX0349  PID         -  JX0349
 JX0349  STATE/COUNTY-  WV/DODDRIDGE
 JX0349  USGS QUAD   -  WEST UNION (1987)
 JX0349
 JX0349                         *CURRENT SURVEY CONTROL
 JX0349  ___________________________________________________________________
 JX0349* NAD 83(1986)-  39 20 17.     (N)    080 48 36.     (W)     SCALED    
 JX0349* NAVD 88     -       228.593  (meters)     749.98   (feet)  ADJUSTED  
 JX0349  ___________________________________________________________________
 JX0349  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JX0349  DYNAMIC HT  -         228.454 (meters)     749.52  (feet)  COMP
 JX0349  MODELED GRAV-     980,011.9   (mgal)                       NAVD 88
 JX0349
 JX0349  VERT ORDER  -  SECOND    CLASS 0
 JX0349
 JX0349.The horizontal coordinates were scaled from a topographic map and have
 JX0349.an estimated accuracy of +/- 6 seconds.
 JX0349
 JX0349.The orthometric height was determined by differential leveling
 JX0349.and adjusted by the National Geodetic Survey in June 1991..
 JX0349
 JX0349.The geoid height was determined by GEOID03.
 JX0349
 JX0349.The dynamic height is computed by dividing the NAVD 88
 JX0349.geopotential number by the normal gravity value computed on the
 JX0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0349.degrees latitude (g = 980.6199 gals.).
 JX0349
 JX0349.The modeled gravity was interpolated from observed gravity values.
 JX0349
 JX0349;                    North         East    Units  Estimated Accuracy
 JX0349;SPC WV N     -    93,860.      487,070.      MT  (+/- 180 meters Scaled)
 JX0349
 JX0349                          SUPERSEDED SURVEY CONTROL
 JX0349
 JX0349  NGVD 29 (??/??/92)  228.758  (m)          750.52   (f) ADJ UNCH    2 0
 JX0349
 JX0349.Superseded values are not recommended for survey control.
 JX0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0349.See file dsdata.txt to determine how the superseded data were derived.
 JX0349
 JX0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND163543(NAD 83)
 JX0349_MARKER: DB = BENCH MARK DISK
 JX0349_SETTING: 66 = SET IN ROCK OUTCROP
 JX0349_SP_SET: LEDGE
 JX0349_STAMPING: L 142 1957
 JX0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0349+STABILITY: POSITION/ELEVATION WELL
 JX0349
 JX0349  HISTORY     - Date     Condition        Report By
 JX0349  HISTORY     - 1957     MONUMENTED       CGS
 JX0349
 JX0349                          STATION DESCRIPTION
 JX0349
 JX0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0349'6 MI NW FROM WEST UNION.
 JX0349'ABOUT 6.0 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE
 JX0349'JUNCTION OF U.S. HIGHWAY 50 AT WEST UNION, ABOUT 0.25 MILE
 JX0349'EAST OF A SHARP TURN IN HIGHWAY WITH TANGENTS EXTENDING EAST
 JX0349'AND NORTHEAST, ABOUT 0.3 MILE NORTHWEST OF JUNCTION OF A BLACK
 JX0349'TOP ROAD LEADING NORTH TO CAMP, IN THE TOP OF AN OUTCROPPING
 JX0349'LEDGE OF A ROCK CUT, 20 FEET NORTHEAST OF CENTER LINE OF HIGHWAY,
 JX0349'141 FEET NORTHWEST OF CENTER OF A FARM GATE, 50 FEET NORTHWEST
 JX0349'OF NORTHWEST END OF NORTHEAST HEAD WALL OF A 14-INCH PIPE
 JX0349'CULVERT UNDER HIGHWAY, 57 FEET NORTHWEST OF SOUTHEAST END OF
 JX0349'CUT, 16 1/2 FEET NORTHWEST AND ABOUT LEVEL WITH A 12-INCH
 JX0349'TRIANGLE CHISELED IN FACE OF LEDGE AND ABOUT 4 1/2 FEET ABOVE
 JX0349'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0242 ***********************************************************************
 GY0242  DESIGNATION -  L 143
 GY0242  PID         -  GY0242
 GY0242  STATE/COUNTY-  WV/MINGO
 GY0242  USGS QUAD   -  MYRTLE (1976)
 GY0242
 GY0242                         *CURRENT SURVEY CONTROL
 GY0242  ___________________________________________________________________
 GY0242* NAD 83(1986)-  37 46 37.     (N)    082 10 45.     (W)     SCALED    
 GY0242* NAVD 88     -       220.934  (meters)     724.85   (feet)  ADJUSTED  
 GY0242  ___________________________________________________________________
 GY0242  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GY0242  DYNAMIC HT  -         220.772 (meters)     724.32  (feet)  COMP
 GY0242  MODELED GRAV-     979,887.9   (mgal)                       NAVD 88
 GY0242
 GY0242  VERT ORDER  -  SECOND    CLASS 0
 GY0242
 GY0242.The horizontal coordinates were scaled from a topographic map and have
 GY0242.an estimated accuracy of +/- 6 seconds.
 GY0242
 GY0242.The orthometric height was determined by differential leveling
 GY0242.and adjusted by the National Geodetic Survey in June 1991..
 GY0242
 GY0242.The geoid height was determined by GEOID03.
 GY0242
 GY0242.The dynamic height is computed by dividing the NAVD 88
 GY0242.geopotential number by the normal gravity value computed on the
 GY0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0242.degrees latitude (g = 980.6199 gals.).
 GY0242
 GY0242.The modeled gravity was interpolated from observed gravity values.
 GY0242
 GY0242;                    North         East    Units  Estimated Accuracy
 GY0242;SPC WV S     -    86,890.      496,130.      MT  (+/- 180 meters Scaled)
 GY0242
 GY0242                          SUPERSEDED SURVEY CONTROL
 GY0242
 GY0242  NGVD 29 (??/??/92)  221.155  (m)          725.57   (f) ADJ UNCH    2 0
 GY0242
 GY0242.Superseded values are not recommended for survey control.
 GY0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0242.See file dsdata.txt to determine how the superseded data were derived.
 GY0242
 GY0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB961817(NAD 83)
 GY0242_MARKER: DB = BENCH MARK DISK
 GY0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0242_SP_SET: CULVERT
 GY0242_STAMPING: L 143 1957
 GY0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0242
 GY0242  HISTORY     - Date     Condition        Report By
 GY0242  HISTORY     - 1957     MONUMENTED       CGS
 GY0242  HISTORY     - 1979     GOOD             LOCENG
 GY0242
 GY0242                          STATION DESCRIPTION
 GY0242
 GY0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0242'4 MI E FROM BELO.
 GY0242'ABOUT 4.05 MILES EAST ALONG STATE HIGHWAY 65 FROM THE JUNCTION
 GY0242'OF STATE HIGHWAY 65 S AT BELO, IN THE TOP OF THE TOP STONE STEP OF
 GY0242'THE NORTH END OF WEST STONE ABUTMENT OF A 14-FOOT BOX CULVERT
 GY0242'FOR RIFFE BRANCH, 12 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY, 44
 GY0242'FEET WEST OF CENTER OF JUNCTION OF HIGHWAY AND A ROAD NORTH, 2
 GY0242'FEET NORTH OF WEST END OF NORTH CONCRETE HEAD WALL AND ABOUT 2
 GY0242'FEET BELOW LEVEL OF HIGHWAY.
 GY0242
 GY0242                          STATION RECOVERY (1979)
 GY0242
 GY0242'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 GY0242'STATION IS NOW JUST OFF ST RT 119, A FOUR LANE HIGHWAY. DISTANCE TO
 GY0242'PORTION OF DESC. SHOULD BE REVISED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0227 ***********************************************************************
 GY0227  DESIGNATION -  L 144
 GY0227  PID         -  GY0227
 GY0227  STATE/COUNTY-  WV/LOGAN
 GY0227  USGS QUAD   -  HOLDEN (1989)
 GY0227
 GY0227                         *CURRENT SURVEY CONTROL
 GY0227  ___________________________________________________________________
 GY0227* NAD 83(1986)-  37 50 46.     (N)    082 00 52.     (W)     SCALED    
 GY0227* NAVD 88     -       203.400  (meters)     667.32   (feet)  ADJUSTED  
 GY0227  ___________________________________________________________________
 GY0227  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GY0227  DYNAMIC HT  -         203.252 (meters)     666.84  (feet)  COMP
 GY0227  MODELED GRAV-     979,897.6   (mgal)                       NAVD 88
 GY0227
 GY0227  VERT ORDER  -  SECOND    CLASS 0
 GY0227
 GY0227.The horizontal coordinates were scaled from a topographic map and have
 GY0227.an estimated accuracy of +/- 6 seconds.
 GY0227
 GY0227.The orthometric height was determined by differential leveling
 GY0227.and adjusted by the National Geodetic Survey in June 1991..
 GY0227
 GY0227.The geoid height was determined by GEOID03.
 GY0227
 GY0227.The dynamic height is computed by dividing the NAVD 88
 GY0227.geopotential number by the normal gravity value computed on the
 GY0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0227.degrees latitude (g = 980.6199 gals.).
 GY0227
 GY0227.The modeled gravity was interpolated from observed gravity values.
 GY0227
 GY0227;                    North         East    Units  Estimated Accuracy
 GY0227;SPC WV S     -    94,400.      510,720.      MT  (+/- 180 meters Scaled)
 GY0227
 GY0227                          SUPERSEDED SURVEY CONTROL
 GY0227
 GY0227  NGVD 29 (??/??/92)  203.621  (m)          668.05   (f) ADJ UNCH    2 0
 GY0227
 GY0227.Superseded values are not recommended for survey control.
 GY0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0227.See file dsdata.txt to determine how the superseded data were derived.
 GY0227
 GY0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB107892(NAD 83)
 GY0227_MARKER: DB = BENCH MARK DISK
 GY0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0227_SP_SET: BRIDGE
 GY0227_STAMPING: L 144 1957
 GY0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0227
 GY0227  HISTORY     - Date     Condition        Report By
 GY0227  HISTORY     - 1957     MONUMENTED       CGS
 GY0227
 GY0227                          STATION DESCRIPTION
 GY0227
 GY0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0227'AT MT GAY.
 GY0227'AT MT. GAY, ABOUT 0.4 MILE WEST ALONG THE CHESAPEAKE AND OHIO
 GY0227'RAILWAY FROM MONITOR JUNCTION, AT MUD JUNCTION, IN THE TOP OF
 GY0227'SOUTHEAST CORNER OF SOUTH END OF EAST CONCRETE ABUTMENT OF
 GY0227'RAILROAD BRIDGE NO. 13 OVER MUD FORK, 9 FEET SOUTH OF SOUTH RAIL,
 GY0227'119 FEET NORTH OF NORTH END OF STATE HIGHWAY 65 BRIDGE OVER TRACE
 GY0227'FORK, 1 FOOT NORTH OF SOUTH END OF ABUTMENT AND ABOUT 3 1/2
 GY0227'FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0199 ***********************************************************************
 GY0199  DESIGNATION -  L 145
 GY0199  PID         -  GY0199
 GY0199  STATE/COUNTY-  WV/LOGAN
 GY0199  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0199
 GY0199                         *CURRENT SURVEY CONTROL
 GY0199  ___________________________________________________________________
 GY0199* NAD 83(1986)-  37 52 31.     (N)    082 07 18.     (W)     SCALED    
 GY0199* NAVD 88     -       389.650  (meters)    1278.38   (feet)  ADJUSTED  
 GY0199  ___________________________________________________________________
 GY0199  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GY0199  DYNAMIC HT  -         389.363 (meters)    1277.44  (feet)  COMP
 GY0199  MODELED GRAV-     979,882.6   (mgal)                       NAVD 88
 GY0199
 GY0199  VERT ORDER  -  SECOND    CLASS 0
 GY0199
 GY0199.The horizontal coordinates were scaled from a topographic map and have
 GY0199.an estimated accuracy of +/- 6 seconds.
 GY0199
 GY0199.The orthometric height was determined by differential leveling
 GY0199.and adjusted by the National Geodetic Survey in June 1991..
 GY0199
 GY0199.The geoid height was determined by GEOID03.
 GY0199
 GY0199.The dynamic height is computed by dividing the NAVD 88
 GY0199.geopotential number by the normal gravity value computed on the
 GY0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0199.degrees latitude (g = 980.6199 gals.).
 GY0199
 GY0199.The modeled gravity was interpolated from observed gravity values.
 GY0199
 GY0199;                    North         East    Units  Estimated Accuracy
 GY0199;SPC WV S     -    97,740.      501,320.      MT  (+/- 180 meters Scaled)
 GY0199
 GY0199                          SUPERSEDED SURVEY CONTROL
 GY0199
 GY0199  NGVD 29 (??/??/92)  389.866  (m)         1279.09   (f) ADJ UNCH    2 0
 GY0199
 GY0199.Superseded values are not recommended for survey control.
 GY0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0199.See file dsdata.txt to determine how the superseded data were derived.
 GY0199
 GY0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB013925(NAD 83)
 GY0199_MARKER: DB = BENCH MARK DISK
 GY0199_SETTING: 66 = SET IN ROCK OUTCROP
 GY0199_SP_SET: ROCK CUT
 GY0199_STAMPING: L 145 1957
 GY0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0199+STABILITY: POSITION/ELEVATION WELL
 GY0199
 GY0199  HISTORY     - Date     Condition        Report By
 GY0199  HISTORY     - 1957     MONUMENTED       CGS
 GY0199
 GY0199                          STATION DESCRIPTION
 GY0199
 GY0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0199'3.4 MI NW FROM SHEGON.
 GY0199'ABOUT 3.45 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO
 GY0199'DINGESS FROM THE MUD FORK UNITED BAPTIST CHURCH AT SHEGON, ABOUT
 GY0199'4.95 MILES EAST ALONG BLACK TOP ROAD FROM THE SCHOOL AT DINGESS,
 GY0199'ABOUT 1.05 MILES NORTHWEST OF JUNCTION OF A ROAD NORTHEAST, ABOUT
 GY0199'0.75 MILE SOUTHEAST OF THE TOP OF A GRADE AND THE LOGAN-MINGO
 GY0199'COUNTY LINE, SET VERTICALLY IN THE SOUTHWEST FACE OF AN OFFSET OF
 GY0199'A ROCK CUT, 19 FEET NORTHEAST OF CENTER LINE OF ROAD, AT ABOUT
 GY0199'THE HIGHEST PART OF CUT, 2 FEET ABOVE GROUND AND ABOUT 3 FEET
 GY0199'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0651 ***********************************************************************
 HY0651  DESIGNATION -  L 146
 HY0651  PID         -  HY0651
 HY0651  STATE/COUNTY-  WV/WAYNE
 HY0651  USGS QUAD   -  WAYNE (1987)
 HY0651
 HY0651                         *CURRENT SURVEY CONTROL
 HY0651  ___________________________________________________________________
 HY0651* NAD 83(1986)-  38 09 49.     (N)    082 29 39.     (W)     SCALED    
 HY0651* NAVD 88     -       190.685  (meters)     625.61   (feet)  ADJUSTED  
 HY0651  ___________________________________________________________________
 HY0651  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 HY0651  DYNAMIC HT  -         190.551 (meters)     625.17  (feet)  COMP
 HY0651  MODELED GRAV-     979,925.9   (mgal)                       NAVD 88
 HY0651
 HY0651  VERT ORDER  -  SECOND    CLASS 0
 HY0651
 HY0651.The horizontal coordinates were scaled from a topographic map and have
 HY0651.an estimated accuracy of +/- 6 seconds.
 HY0651
 HY0651.The orthometric height was determined by differential leveling
 HY0651.and adjusted by the National Geodetic Survey in June 1991..
 HY0651
 HY0651.The geoid height was determined by GEOID03.
 HY0651
 HY0651.The dynamic height is computed by dividing the NAVD 88
 HY0651.geopotential number by the normal gravity value computed on the
 HY0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0651.degrees latitude (g = 980.6199 gals.).
 HY0651
 HY0651.The modeled gravity was interpolated from observed gravity values.
 HY0651
 HY0651;                    North         East    Units  Estimated Accuracy
 HY0651;SPC WV S     -   130,200.      469,070.      MT  (+/- 180 meters Scaled)
 HY0651
 HY0651                          SUPERSEDED SURVEY CONTROL
 HY0651
 HY0651  NGVD 29 (??/??/92)  190.900  (m)          626.31   (f) ADJ UNCH    2 0
 HY0651
 HY0651.Superseded values are not recommended for survey control.
 HY0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0651.See file dsdata.txt to determine how the superseded data were derived.
 HY0651
 HY0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC691250(NAD 83)
 HY0651_MARKER: DB = BENCH MARK DISK
 HY0651_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0651_SP_SET: ABUTMENT
 HY0651_STAMPING: L 146 1957
 HY0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY0651+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2002
 HY0651
 HY0651  HISTORY     - Date     Condition        Report By
 HY0651  HISTORY     - 1957     MONUMENTED       CGS
 HY0651  HISTORY     - 20020526 GOOD             INDIV
 HY0651
 HY0651                          STATION DESCRIPTION
 HY0651
 HY0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0651'8.7 MI NE FROM FORT GAY.
 HY0651'ABOUT 8.7 MILES NORTHEAST ALONG STATE HIGHWAY 37 FROM THE SCHOOL
 HY0651'AT FORT GAY, AT THE JUNCTION OF GREENBRIER CREEK ROAD LEADING
 HY0651'SOUTH, IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A
 HY0651'25-FOOT CONCRETE BRIDGE ON GREENBRIER CREEK ROAD, 246 FEET SOUTH
 HY0651'OF CENTER LINE OF HIGHWAY, 10 FEET WEST OF CENTER LINE OF ROAD
 HY0651'SOUTH AND 1 FOOT BELOW LEVEL OF ROAD SOUTH.
 HY0651
 HY0651                          STATION RECOVERY (2002)
 HY0651
 HY0651'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAH)
 HY0651'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0676 ***********************************************************************
 HY0676  DESIGNATION -  L 147
 HY0676  PID         -  HY0676
 HY0676  STATE/COUNTY-  WV/WAYNE
 HY0676  USGS QUAD   -  KIAHSVILLE (1975)
 HY0676
 HY0676                         *CURRENT SURVEY CONTROL
 HY0676  ___________________________________________________________________
 HY0676* NAD 83(1986)-  38 06 17.     (N)    082 20 22.     (W)     SCALED    
 HY0676* NAVD 88     -       199.314  (meters)     653.92   (feet)  ADJUSTED  
 HY0676  ___________________________________________________________________
 HY0676  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY0676  DYNAMIC HT  -         199.171 (meters)     653.45  (feet)  COMP
 HY0676  MODELED GRAV-     979,905.3   (mgal)                       NAVD 88
 HY0676
 HY0676  VERT ORDER  -  SECOND    CLASS 0
 HY0676
 HY0676.The horizontal coordinates were scaled from a topographic map and have
 HY0676.an estimated accuracy of +/- 6 seconds.
 HY0676
 HY0676.The orthometric height was determined by differential leveling
 HY0676.and adjusted by the National Geodetic Survey in June 1991..
 HY0676
 HY0676.The geoid height was determined by GEOID03.
 HY0676
 HY0676.The dynamic height is computed by dividing the NAVD 88
 HY0676.geopotential number by the normal gravity value computed on the
 HY0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0676.degrees latitude (g = 980.6199 gals.).
 HY0676
 HY0676.The modeled gravity was interpolated from observed gravity values.
 HY0676
 HY0676;                    North         East    Units  Estimated Accuracy
 HY0676;SPC WV S     -   123,460.      482,530.      MT  (+/- 180 meters Scaled)
 HY0676
 HY0676                          SUPERSEDED SURVEY CONTROL
 HY0676
 HY0676  NGVD 29 (??/??/92)  199.526  (m)          654.61   (f) ADJ UNCH    2 0
 HY0676
 HY0676.Superseded values are not recommended for survey control.
 HY0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0676.See file dsdata.txt to determine how the superseded data were derived.
 HY0676
 HY0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC825182(NAD 83)
 HY0676_MARKER: DB = BENCH MARK DISK
 HY0676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0676_SP_SET: CULVERT
 HY0676_STAMPING: L 147 1957
 HY0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0676
 HY0676  HISTORY     - Date     Condition        Report By
 HY0676  HISTORY     - 1957     MONUMENTED       CGS
 HY0676
 HY0676                          STATION DESCRIPTION
 HY0676
 HY0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0676'4.7 MI SE FROM STILTNER.
 HY0676'ABOUT 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE
 HY0676'BRIDGE OVER EAST FORK OF TWELVEPOLE CREEK AT STILTNER, ON THE
 HY0676'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST
 HY0676'AT THE JUNCTION OF A DRIVE NORTHEAST TO A 1-STORY FRAME HOUSE
 HY0676'(NO. 4528), IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 HY0676'CONCRETE HEAD WALL OF A 4-FOOT STONE BOX CULVERT, 12 FEET
 HY0676'NORTHEAST OF CENTER LINE OF HIGHWAY, 66 FEET SOUTHEAST OF
 HY0676'CENTER LINE OF DRIVE AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0706 ***********************************************************************
 HY0706  DESIGNATION -  L 148
 HY0706  PID         -  HY0706
 HY0706  STATE/COUNTY-  WV/WAYNE
 HY0706  USGS QUAD   -  NESTLOW (1975)
 HY0706
 HY0706                         *CURRENT SURVEY CONTROL
 HY0706  ___________________________________________________________________
 HY0706* NAD 83(1986)-  38 10 17.     (N)    082 21 07.     (W)     SCALED    
 HY0706* NAVD 88     -       201.955  (meters)     662.58   (feet)  ADJUSTED  
 HY0706  ___________________________________________________________________
 HY0706  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY0706  DYNAMIC HT  -         201.811 (meters)     662.11  (feet)  COMP
 HY0706  MODELED GRAV-     979,912.9   (mgal)                       NAVD 88
 HY0706
 HY0706  VERT ORDER  -  SECOND    CLASS 0
 HY0706
 HY0706.The horizontal coordinates were scaled from a topographic map and have
 HY0706.an estimated accuracy of +/- 6 seconds.
 HY0706
 HY0706.The orthometric height was determined by differential leveling
 HY0706.and adjusted by the National Geodetic Survey in June 1991..
 HY0706
 HY0706.The geoid height was determined by GEOID03.
 HY0706
 HY0706.The dynamic height is computed by dividing the NAVD 88
 HY0706.geopotential number by the normal gravity value computed on the
 HY0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0706.degrees latitude (g = 980.6199 gals.).
 HY0706
 HY0706.The modeled gravity was interpolated from observed gravity values.
 HY0706
 HY0706;                    North         East    Units  Estimated Accuracy
 HY0706;SPC WV S     -   130,870.      481,550.      MT  (+/- 180 meters Scaled)
 HY0706
 HY0706                          SUPERSEDED SURVEY CONTROL
 HY0706
 HY0706  NGVD 29 (??/??/92)  202.164  (m)          663.27   (f) ADJ UNCH    2 0
 HY0706
 HY0706.Superseded values are not recommended for survey control.
 HY0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0706.See file dsdata.txt to determine how the superseded data were derived.
 HY0706
 HY0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC815256(NAD 83)
 HY0706_MARKER: DB = BENCH MARK DISK
 HY0706_SETTING: 66 = SET IN ROCK OUTCROP
 HY0706_SP_SET: ROCK CUT
 HY0706_STAMPING: L 148 1957
 HY0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0706+STABILITY: POSITION/ELEVATION WELL
 HY0706
 HY0706  HISTORY     - Date     Condition        Report By
 HY0706  HISTORY     - 1957     MONUMENTED       CGS
 HY0706
 HY0706                          STATION DESCRIPTION
 HY0706
 HY0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0706'1.9 MI E FROM EAST LYNN.
 HY0706'ABOUT 1.9 MILES EAST ALONG A BLACK-TOP ROAD FROM STATE HIGHWAY
 HY0706'37 BRIDGE OVER TWELVEPOLE CREEK, ABOUT 1.0 MILE EAST OF JUNCTION
 HY0706'OF A ROAD SOUTHEAST, 1.1 MILES WEST OF A CHURCH AND SCHOOL,
 HY0706'ABOUT 65 YARDS NORTHEAST OF A 2-STORY WHITE FRAME HOUSE, ABOUT
 HY0706'30 YARDS SOUTHWEST OF A 1-STORY WHITE FRAME HOUSE, IN THE
 HY0706'TOP OF A LEDGE ON THE SOUTHEAST SLOPE OF A ROCK CUT, 15 FEET
 HY0706'NORTHWEST OF CENTER LINE OF ROAD, 72 FEET NORTHEAST OF SOUTHWEST
 HY0706'END OF CUT, 1 1/2 FEET WEST AND ABOUT A 12-INCH TRIANGLE
 HY0706'CHISELED IN FACE OF LEDGE AND 3 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0717 ***********************************************************************
 HY0717  DESIGNATION -  L 149
 HY0717  PID         -  HY0717
 HY0717  STATE/COUNTY-  WV/WAYNE
 HY0717  USGS QUAD   -  RADNOR (1989)
 HY0717
 HY0717                         *CURRENT SURVEY CONTROL
 HY0717  ___________________________________________________________________
 HY0717* NAD 83(1986)-  38 04 29.     (N)    082 26 57.     (W)     SCALED    
 HY0717* NAVD 88     -       210.719  (meters)     691.33   (feet)  ADJUSTED  
 HY0717  ___________________________________________________________________
 HY0717  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HY0717  DYNAMIC HT  -         210.569 (meters)     690.84  (feet)  COMP
 HY0717  MODELED GRAV-     979,912.7   (mgal)                       NAVD 88
 HY0717
 HY0717  VERT ORDER  -  SECOND    CLASS 0
 HY0717
 HY0717.The horizontal coordinates were scaled from a topographic map and have
 HY0717.an estimated accuracy of +/- 6 seconds.
 HY0717
 HY0717.The orthometric height was determined by differential leveling
 HY0717.and adjusted by the National Geodetic Survey in June 1991..
 HY0717
 HY0717.The geoid height was determined by GEOID03.
 HY0717
 HY0717.The dynamic height is computed by dividing the NAVD 88
 HY0717.geopotential number by the normal gravity value computed on the
 HY0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0717.degrees latitude (g = 980.6199 gals.).
 HY0717
 HY0717.The modeled gravity was interpolated from observed gravity values.
 HY0717
 HY0717;                    North         East    Units  Estimated Accuracy
 HY0717;SPC WV S     -   120,280.      472,860.      MT  (+/- 180 meters Scaled)
 HY0717
 HY0717                          SUPERSEDED SURVEY CONTROL
 HY0717
 HY0717  NGVD 29 (??/??/92)  210.932  (m)          692.03   (f) ADJ UNCH    2 0
 HY0717
 HY0717.Superseded values are not recommended for survey control.
 HY0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0717.See file dsdata.txt to determine how the superseded data were derived.
 HY0717
 HY0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC728150(NAD 83)
 HY0717_MARKER: DB = BENCH MARK DISK
 HY0717_SETTING: 66 = SET IN ROCK OUTCROP
 HY0717_SP_SET: UNSPECIFIED ROCK
 HY0717_STAMPING: L 149 1957
 HY0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0717+STABILITY: POSITION/ELEVATION WELL
 HY0717
 HY0717  HISTORY     - Date     Condition        Report By
 HY0717  HISTORY     - 1957     MONUMENTED       CGS
 HY0717
 HY0717                          STATION DESCRIPTION
 HY0717
 HY0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0717'5.9 MI N FROM DUNLOW.
 HY0717'ABOUT 5.9 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0717'DUNLOW, ABOUT 5.5 MILES SOUTH ALONG HIGHWAY 52 FROM THE SCHOOL
 HY0717'AT GENOA, ABOUT 0.8 MILE SOUTH OF JUNCTION OF A ROAD WEST OVER A
 HY0717'BRIDGE OVER WEST FORK OF TWELVEPOLE CREEK AT RADNOR, ON THE
 HY0717'OUTSIDE AND AT THE WEST END OF A CURVE WITH TANGENTS EXTENDING
 HY0717'WEST AND SOUTHEAST, ON THE EAST SLOPE OF A SHORT GRADE, SET IN
 HY0717'THE TOP OF A 15 BY 3-FOOT ROCK PROJECTION, 31 FEET NORTH OF
 HY0717'CENTER LINE OF HIGHWAY, 91 FEET EAST OF EAST END OF ROCK CUT
 HY0717'WHICH IS AT TOP OF HILL, ABOUT 75 YARDS WEST OF A 3-FOOT BOX
 HY0717'CULVERT OVER A RAVINE WHICH LEADS NORTH ALONG THE WEST SIDE OF
 HY0717'A HOUSE WITH GREEN ASBESTOS SIDING, 1 1/2 FEET NORTHWEST OF
 HY0717'SOUTHEAST EDGE OF ROCK PROJECTION AND ABOUT 10 FEET ABOVE LEVEL
 HY0717'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0051 ***********************************************************************
 HX0051  DESIGNATION -  L 15
 HX0051  PID         -  HX0051
 HX0051  STATE/COUNTY-  WV/RANDOLPH
 HX0051  USGS QUAD   -  VALLEY HEAD (1995)
 HX0051
 HX0051                         *CURRENT SURVEY CONTROL
 HX0051  ___________________________________________________________________
 HX0051* NAD 83(1986)-  38 33 13.     (N)    080 02 02.     (W)     SCALED    
 HX0051* NAVD 88     -       723.288  (meters)    2372.99   (feet)  ADJUSTED  
 HX0051  ___________________________________________________________________
 HX0051  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HX0051  DYNAMIC HT  -         722.727 (meters)    2371.15  (feet)  COMP
 HX0051  MODELED GRAV-     979,828.5   (mgal)                       NAVD 88
 HX0051
 HX0051  VERT ORDER  -  SECOND    CLASS 0
 HX0051
 HX0051.The horizontal coordinates were scaled from a topographic map and have
 HX0051.an estimated accuracy of +/- 6 seconds.
 HX0051
 HX0051.The orthometric height was determined by differential leveling
 HX0051.and adjusted by the National Geodetic Survey in June 1991..
 HX0051.WARNING-Repeat measurements at this control monument indicate possible
 HX0051.vertical movement.
 HX0051
 HX0051.The geoid height was determined by GEOID03.
 HX0051
 HX0051.The dynamic height is computed by dividing the NAVD 88
 HX0051.geopotential number by the normal gravity value computed on the
 HX0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0051.degrees latitude (g = 980.6199 gals.).
 HX0051
 HX0051.The modeled gravity was interpolated from observed gravity values.
 HX0051
 HX0051;                    North         East    Units  Estimated Accuracy
 HX0051;SPC WV S     -   172,870.      684,210.      MT  (+/- 180 meters Scaled)
 HX0051
 HX0051                          SUPERSEDED SURVEY CONTROL
 HX0051
 HX0051  NGVD 29 (??/??/92)  723.412  (m)         2373.39   (f) ADJ UNCH    2 0
 HX0051
 HX0051.Superseded values are not recommended for survey control.
 HX0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0051.See file dsdata.txt to determine how the superseded data were derived.
 HX0051
 HX0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC841676(NAD 83)
 HX0051_MARKER: DB = BENCH MARK DISK
 HX0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0051_STAMPING: L 15 1934
 HX0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0051+STABILITY: SURFACE MOTION
 HX0051
 HX0051  HISTORY     - Date     Condition        Report By
 HX0051  HISTORY     - 1934     MONUMENTED       CGS
 HX0051  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0051
 HX0051                          STATION DESCRIPTION
 HX0051
 HX0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0051'AT VALLEY HEAD.
 HX0051'AT VALLEY HEAD, AT THE INTERSECTION OF STATE HIGHWAY 15 AND
 HX0051'U.S. HIGHWAY 219, 20 YARDS SOUTH OF THE SOUTHERN ENTRANCE TO
 HX0051'THE VALLEY HEAD LUNCHROOM AND BUS STATION, 20 YARDS WEST OF A
 HX0051'GULF REFINING CO. SERVICE STATION, 5 YARDS NORTHWEST OF AN
 HX0051'OLD CAR GREASE RACK, AND ABOUT 6 INCHES HIGHER THAN THE HIGHWAY.
 HX0051'A STANDARD DISK, STAMPED L 15 1934 AND SET IN THE TOP OF A
 HX0051'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2188 ***********************************************************************
 HX2188  DESIGNATION -  L 151
 HX2188  PID         -  HX2188
 HX2188  STATE/COUNTY-  WV/LINCOLN
 HX2188  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2188
 HX2188                         *CURRENT SURVEY CONTROL
 HX2188  ___________________________________________________________________
 HX2188* NAD 83(1986)-  38 12 19.     (N)    081 57 01.     (W)     SCALED    
 HX2188* NAVD 88     -       226.117  (meters)     741.85   (feet)  ADJUSTED  
 HX2188  ___________________________________________________________________
 HX2188  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HX2188  DYNAMIC HT  -         225.956 (meters)     741.32  (feet)  COMP
 HX2188  MODELED GRAV-     979,912.4   (mgal)                       NAVD 88
 HX2188
 HX2188  VERT ORDER  -  SECOND    CLASS 0
 HX2188
 HX2188.The horizontal coordinates were scaled from a topographic map and have
 HX2188.an estimated accuracy of +/- 6 seconds.
 HX2188
 HX2188.The orthometric height was determined by differential leveling
 HX2188.and adjusted by the National Geodetic Survey in June 1991..
 HX2188
 HX2188.The geoid height was determined by GEOID03.
 HX2188
 HX2188.The dynamic height is computed by dividing the NAVD 88
 HX2188.geopotential number by the normal gravity value computed on the
 HX2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2188.degrees latitude (g = 980.6199 gals.).
 HX2188
 HX2188.The modeled gravity was interpolated from observed gravity values.
 HX2188
 HX2188;                    North         East    Units  Estimated Accuracy
 HX2188;SPC WV S     -   134,200.      516,780.      MT  (+/- 180 meters Scaled)
 HX2188
 HX2188                          SUPERSEDED SURVEY CONTROL
 HX2188
 HX2188  NGVD 29 (??/??/92)  226.327  (m)          742.54   (f) ADJ UNCH    2 0
 HX2188
 HX2188.Superseded values are not recommended for survey control.
 HX2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2188.See file dsdata.txt to determine how the superseded data were derived.
 HX2188
 HX2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC168290(NAD 83)
 HX2188_MARKER: DB = BENCH MARK DISK
 HX2188_SETTING: 66 = SET IN ROCK OUTCROP
 HX2188_SP_SET: ROCK CLIFF
 HX2188_STAMPING: L 151 1957
 HX2188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2188+STABILITY: POSITION/ELEVATION WELL
 HX2188
 HX2188  HISTORY     - Date     Condition        Report By
 HX2188  HISTORY     - 1957     MONUMENTED       CGS
 HX2188
 HX2188                          STATION DESCRIPTION
 HX2188
 HX2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2188'4 MI SE FROM GRIFFITHSVILLE.
 HX2188'ABOUT 4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE HIGH
 HX2188'SCHOOL AT GRIFFITHSVILLE, 1.0 MILE NORTHWEST OF BEECH GROVE
 HX2188'BAPTIST CHURCH, 63 YARDS WEST OF DRIVEWAY NORTH, 67 YARDS WEST
 HX2188'OF THE SOUTHWEST CORNER OF CONCRETE BLOCK RETAINING WALL, 152
 HX2188'FEET NORTHWEST OF AND ACROSS HIGHWAY 3 FROM POWER LINE POLE
 HX2188'NUMBER 2927-33, 124 FEET NORTHEAST OF AND ACROSS HIGHWAY 3 FROM
 HX2188'POWER POLE NUMBER 2927-32, 33 FEET NORTHEAST OF THE NORTHEAST
 HX2188'CORNER OF NORTH CONCRETE HEADWALL OF A 15-INCH PIPE CULVERT
 HX2188'UNDER THE ROAD, 49 FEET NROTH OF THE CENTER LINE OF THE ROAD,
 HX2188'SET VERTICALLY IN THE SOUTHEAST FACE OF A 4 FOOT HIGH LAYER
 HX2188'OF ROCK IN RECEDING ROCKY CLIFF, ABOUT 1 FOOT ABOVE THE LEVEL
 HX2188'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0607 ***********************************************************************
 HY0607  DESIGNATION -  L 152
 HY0607  PID         -  HY0607
 HY0607  STATE/COUNTY-  WV/LINCOLN
 HY0607  USGS QUAD   -  HAGER (1962)
 HY0607
 HY0607                         *CURRENT SURVEY CONTROL
 HY0607  ___________________________________________________________________
 HY0607* NAD 83(1986)-  38 12 36.     (N)    082 06 43.     (W)     SCALED    
 HY0607* NAVD 88     -       209.328  (meters)     686.77   (feet)  ADJUSTED  
 HY0607  ___________________________________________________________________
 HY0607  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HY0607  DYNAMIC HT  -         209.179 (meters)     686.28  (feet)  COMP
 HY0607  MODELED GRAV-     979,914.6   (mgal)                       NAVD 88
 HY0607
 HY0607  VERT ORDER  -  SECOND    CLASS 0
 HY0607
 HY0607.The horizontal coordinates were scaled from a topographic map and have
 HY0607.an estimated accuracy of +/- 6 seconds.
 HY0607
 HY0607.The orthometric height was determined by differential leveling
 HY0607.and adjusted by the National Geodetic Survey in June 1991..
 HY0607
 HY0607.The geoid height was determined by GEOID03.
 HY0607
 HY0607.The dynamic height is computed by dividing the NAVD 88
 HY0607.geopotential number by the normal gravity value computed on the
 HY0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0607.degrees latitude (g = 980.6199 gals.).
 HY0607
 HY0607.The modeled gravity was interpolated from observed gravity values.
 HY0607
 HY0607;                    North         East    Units  Estimated Accuracy
 HY0607;SPC WV S     -   134,880.      502,620.      MT  (+/- 180 meters Scaled)
 HY0607
 HY0607                          SUPERSEDED SURVEY CONTROL
 HY0607
 HY0607  NGVD 29 (??/??/92)  209.535  (m)          687.45   (f) ADJ UNCH    2 0
 HY0607
 HY0607.Superseded values are not recommended for survey control.
 HY0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0607.See file dsdata.txt to determine how the superseded data were derived.
 HY0607
 HY0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC026297(NAD 83)
 HY0607_MARKER: DB = BENCH MARK DISK
 HY0607_SETTING: 66 = SET IN ROCK OUTCROP
 HY0607_SP_SET: ROCK CUT
 HY0607_STAMPING: L 152 1957
 HY0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0607+STABILITY: POSITION/ELEVATION WELL
 HY0607
 HY0607  HISTORY     - Date     Condition        Report By
 HY0607  HISTORY     - 1957     MONUMENTED       CGS
 HY0607
 HY0607                          STATION DESCRIPTION
 HY0607
 HY0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0607'1 MI S FROM MYRA.
 HY0607'ABOUT 1.0 MILE SOUTH ALONG BLACK-TOP ROAD FROM THE POST OFFICE
 HY0607'AT MYRA, 74 YARDS SOUTH OF THE UNITED GAS COMPANY PIPE LINE MARKER
 HY0607'R 98 TO WELLS NUMBER 4936 AND 4937, 65 YARDS NORTH OF POWER LINE
 HY0607'POLE NUMBER 2819-12, 38 FEET EAST OF THE CENTER LINE OF THE BLACKTOP
 HY0607'ROAD AND AT THE INSIDE OF THE NORTH END OF A SHARP CURVE, SET
 HY0607'VERTICALLY IN THE EST FACE OF 2 1/2 FOOT LAYER OF ROCK IN CUT AND
 HY0607'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2198 ***********************************************************************
 HX2198  DESIGNATION -  L 153
 HX2198  PID         -  HX2198
 HX2198  STATE/COUNTY-  WV/LINCOLN
 HX2198  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2198
 HX2198                         *CURRENT SURVEY CONTROL
 HX2198  ___________________________________________________________________
 HX2198* NAD 83(1986)-  38 09 19.     (N)    081 56 12.     (W)     SCALED    
 HX2198* NAVD 88     -       247.348  (meters)     811.51   (feet)  ADJUSTED  
 HX2198  ___________________________________________________________________
 HX2198  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HX2198  DYNAMIC HT  -         247.171 (meters)     810.93  (feet)  COMP
 HX2198  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
 HX2198
 HX2198  VERT ORDER  -  SECOND    CLASS 0
 HX2198
 HX2198.The horizontal coordinates were scaled from a topographic map and have
 HX2198.an estimated accuracy of +/- 6 seconds.
 HX2198
 HX2198.The orthometric height was determined by differential leveling
 HX2198.and adjusted by the National Geodetic Survey in June 1991..
 HX2198
 HX2198.The geoid height was determined by GEOID03.
 HX2198
 HX2198.The dynamic height is computed by dividing the NAVD 88
 HX2198.geopotential number by the normal gravity value computed on the
 HX2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2198.degrees latitude (g = 980.6199 gals.).
 HX2198
 HX2198.The modeled gravity was interpolated from observed gravity values.
 HX2198
 HX2198;                    North         East    Units  Estimated Accuracy
 HX2198;SPC WV S     -   128,640.      517,910.      MT  (+/- 180 meters Scaled)
 HX2198
 HX2198                          SUPERSEDED SURVEY CONTROL
 HX2198
 HX2198  NGVD 29 (??/??/92)  247.557  (m)          812.19   (f) ADJ UNCH    2 0
 HX2198
 HX2198.Superseded values are not recommended for survey control.
 HX2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2198.See file dsdata.txt to determine how the superseded data were derived.
 HX2198
 HX2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC179234(NAD 83)
 HX2198_MARKER: DB = BENCH MARK DISK
 HX2198_SETTING: 80 = SET IN A BOULDER
 HX2198_SP_SET: BOULDER
 HX2198_STAMPING: L 153 1957
 HX2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2198+STABILITY: SURFACE MOTION
 HX2198
 HX2198  HISTORY     - Date     Condition        Report By
 HX2198  HISTORY     - 1957     MONUMENTED       CGS
 HX2198
 HX2198                          STATION DESCRIPTION
 HX2198
 HX2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2198'1.1 MI SW FROM ALKOL.
 HX2198'ABOUT 1.1 MILE SOUTHWEST ALONG BLACK TOP ROAD FROM THE POST
 HX2198'OFFICE AT ALKOL, 149 FEET NORTHEAST OF A GAS WELL, 20 1/2
 HX2198'FEET SOUTHWEST OF THE NORTHEAST END OF A BOULDER, 21 FEET SOUTHWEST
 HX2198'OF POWER POLE NUMBER 398D2, 62 FEET NORTHWEST OF AND ACROSS
 HX2198'THE CREEK FROM THE ROAD, SET VERTICALLY IN THE SOUTHEAST FACE
 HX2198'OF A 33 FOOT LONG AND 5 FEET HIGH IMBEDDED BOULDER, ABOUT
 HX2198'3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0538 ***********************************************************************
 HY0538  DESIGNATION -  L 154
 HY0538  PID         -  HY0538
 HY0538  STATE/COUNTY-  WV/LINCOLN
 HY0538  USGS QUAD   -  BIG CREEK (1962)
 HY0538
 HY0538                         *CURRENT SURVEY CONTROL
 HY0538  ___________________________________________________________________
 HY0538* NAD 83(1986)-  38 06 54.     (N)    082 04 57.     (W)     SCALED    
 HY0538* NAVD 88     -       318.868  (meters)    1046.15   (feet)  ADJUSTED  
 HY0538  ___________________________________________________________________
 HY0538  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HY0538  DYNAMIC HT  -         318.640 (meters)    1045.40  (feet)  COMP
 HY0538  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 HY0538
 HY0538  VERT ORDER  -  SECOND    CLASS 0
 HY0538
 HY0538.The horizontal coordinates were scaled from a topographic map and have
 HY0538.an estimated accuracy of +/- 6 seconds.
 HY0538
 HY0538.The orthometric height was determined by differential leveling
 HY0538.and adjusted by the National Geodetic Survey in June 1991..
 HY0538
 HY0538.The geoid height was determined by GEOID03.
 HY0538
 HY0538.The dynamic height is computed by dividing the NAVD 88
 HY0538.geopotential number by the normal gravity value computed on the
 HY0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0538.degrees latitude (g = 980.6199 gals.).
 HY0538
 HY0538.The modeled gravity was interpolated from observed gravity values.
 HY0538
 HY0538;                    North         East    Units  Estimated Accuracy
 HY0538;SPC WV S     -   124,310.      505,080.      MT  (+/- 180 meters Scaled)
 HY0538
 HY0538                          SUPERSEDED SURVEY CONTROL
 HY0538
 HY0538  NGVD 29 (??/??/92)  319.080  (m)         1046.85   (f) ADJ UNCH    2 0
 HY0538
 HY0538.Superseded values are not recommended for survey control.
 HY0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0538.See file dsdata.txt to determine how the superseded data were derived.
 HY0538
 HY0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC051191(NAD 83)
 HY0538_MARKER: DB = BENCH MARK DISK
 HY0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0538_SP_SET: CONCRETE WELL CURBING
 HY0538_STAMPING: L 154 1957
 HY0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0538
 HY0538  HISTORY     - Date     Condition        Report By
 HY0538  HISTORY     - 1957     MONUMENTED       CGS
 HY0538
 HY0538                          STATION DESCRIPTION
 HY0538
 HY0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0538'4 MI SW FROM SPURLOCKVILLE.
 HY0538'ABOUT 0.2 MILE SOUTHEAST ALONG GRAVEL ROAD FROM THE SCHOOL AT
 HY0538'SPURLOCKVILLE, THENCE 3.75 MILE SOUTHWEST ALONG DIRT ROAD, 0.6
 HY0538'MILE EAST OF THE UNION GAP METHODIST CHURCH, 0.1 MILE NORTHEAST
 HY0538'OF THE JUNCTION OF ROAD LEADING SOUTH, 18 FEET SOUTHWEST OF THE
 HY0538'NORTHWEST PORCH CORNER OF HOUSE, 16 FEET SOUTHEAST OF THE CENTER
 HY0538'LINE OF THE ROAD, SET IN THE TOP AND 1/2 FOOT SOUTH OF THE NORTH
 HY0538'CORNER OF OCTAGONAL CONCRETE WELL CURBING, ABOUT 1 1/2 FEET
 HY0538'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0379 ***********************************************************************
 GY0379  DESIGNATION -  L 155
 GY0379  PID         -  GY0379
 GY0379  STATE/COUNTY-  WV/LOGAN
 GY0379  USGS QUAD   -  TRACE (1976)
 GY0379
 GY0379                         *CURRENT SURVEY CONTROL
 GY0379  ___________________________________________________________________
 GY0379* NAD 83(1986)-  37 58 06.     (N)    082 08 48.     (W)     SCALED    
 GY0379* NAVD 88     -       197.247  (meters)     647.13   (feet)  ADJUSTED  
 GY0379  ___________________________________________________________________
 GY0379  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GY0379  DYNAMIC HT  -         197.102 (meters)     646.66  (feet)  COMP
 GY0379  MODELED GRAV-     979,892.6   (mgal)                       NAVD 88
 GY0379
 GY0379  VERT ORDER  -  SECOND    CLASS 0
 GY0379
 GY0379.The horizontal coordinates were scaled from a topographic map and have
 GY0379.an estimated accuracy of +/- 6 seconds.
 GY0379
 GY0379.The orthometric height was determined by differential leveling
 GY0379.and adjusted by the National Geodetic Survey in June 1991..
 GY0379
 GY0379.The geoid height was determined by GEOID03.
 GY0379
 GY0379.The dynamic height is computed by dividing the NAVD 88
 GY0379.geopotential number by the normal gravity value computed on the
 GY0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0379.degrees latitude (g = 980.6199 gals.).
 GY0379
 GY0379.The modeled gravity was interpolated from observed gravity values.
 GY0379
 GY0379;                    North         East    Units  Estimated Accuracy
 GY0379;SPC WV S     -   108,100.      499,250.      MT  (+/- 180 meters Scaled)
 GY0379
 GY0379                          SUPERSEDED SURVEY CONTROL
 GY0379
 GY0379  NGVD 29 (??/??/92)  197.461  (m)          647.84   (f) ADJ UNCH    2 0
 GY0379
 GY0379.Superseded values are not recommended for survey control.
 GY0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0379.See file dsdata.txt to determine how the superseded data were derived.
 GY0379
 GY0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC992029(NAD 83)
 GY0379_MARKER: DB = BENCH MARK DISK
 GY0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0379_STAMPING: L 155 1957
 GY0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0379+STABILITY: SURFACE MOTION
 GY0379
 GY0379  HISTORY     - Date     Condition        Report By
 GY0379  HISTORY     - 1957     MONUMENTED       CGS
 GY0379
 GY0379                          STATION DESCRIPTION
 GY0379
 GY0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0379'5.4 MI S FROM HART.
 GY0379'ABOUT 5.4 MILES SOUTH ALONG HART CREEK ROAD FROM THE HIGH
 GY0379'SCHOOL AT HART, ABOUT 128 YARDS SOUTH-SOUTHEAST OF JUNCTION OF
 GY0379'A ROAD LEADING SOUTHWEST ALONG TRACE FORK, 22 FEET WEST-SOUTHWEST
 GY0379'OF CENTER LINE OF ROAD, 66 FEET SOUTH-SOUTHEAST OF POWER POLE
 GY0379'NO. 609-A 10 (THE SECOND POLE SOUTH OF JUNCTION), 1 FOOT
 GY0379'EAST-NORTHEAST OF A WIRE FENCE, 2 FEET SOUTH-SOUTHEAST OF A
 GY0379'CONCRETE WITNESSPOST, ABOUT LEVEL WITH ROAD AND SET IN THE
 GY0379'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0610 ***********************************************************************
 HY0610  DESIGNATION -  L 156
 HY0610  PID         -  HY0610
 HY0610  STATE/COUNTY-  WV/LINCOLN
 HY0610  USGS QUAD   -  WEST HAMLIN (1989)
 HY0610
 HY0610                         *CURRENT SURVEY CONTROL
 HY0610  ___________________________________________________________________
 HY0610* NAD 83(1986)-  38 17 01.     (N)    082 10 54.     (W)     SCALED    
 HY0610* NAVD 88     -       180.794  (meters)     593.15   (feet)  ADJUSTED  
 HY0610  ___________________________________________________________________
 HY0610  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HY0610  DYNAMIC HT  -         180.668 (meters)     592.74  (feet)  COMP
 HY0610  MODELED GRAV-     979,925.7   (mgal)                       NAVD 88
 HY0610
 HY0610  VERT ORDER  -  SECOND    CLASS 0
 HY0610
 HY0610.The horizontal coordinates were scaled from a topographic map and have
 HY0610.an estimated accuracy of +/- 6 seconds.
 HY0610
 HY0610.The orthometric height was determined by differential leveling
 HY0610.and adjusted by the National Geodetic Survey in June 1991..
 HY0610
 HY0610.The geoid height was determined by GEOID03.
 HY0610
 HY0610.The dynamic height is computed by dividing the NAVD 88
 HY0610.geopotential number by the normal gravity value computed on the
 HY0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0610.degrees latitude (g = 980.6199 gals.).
 HY0610
 HY0610.The modeled gravity was interpolated from observed gravity values.
 HY0610
 HY0610;                    North         East    Units  Estimated Accuracy
 HY0610;SPC WV S     -   143,130.      496,620.      MT  (+/- 180 meters Scaled)
 HY0610
 HY0610                          SUPERSEDED SURVEY CONTROL
 HY0610
 HY0610  NGVD 29 (??/??/92)  180.994  (m)          593.81   (f) ADJ UNCH    2 0
 HY0610
 HY0610.Superseded values are not recommended for survey control.
 HY0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0610.See file dsdata.txt to determine how the superseded data were derived.
 HY0610
 HY0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC966379(NAD 83)
 HY0610_MARKER: DB = BENCH MARK DISK
 HY0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0610_SP_SET: ABUTMENT
 HY0610_STAMPING: L 156 1957
 HY0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0610
 HY0610  HISTORY     - Date     Condition        Report By
 HY0610  HISTORY     - 1957     MONUMENTED       CGS
 HY0610
 HY0610                          STATION DESCRIPTION
 HY0610
 HY0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0610'0.8 MI E FROM WEST HAMLIN.
 HY0610'ABOUT 0.75 MILE EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 HY0610'STATE HIGHWAY 10 AT WEST HAMLIN, IN THE TOP AND 3 1/2 FEET SOUTH
 HY0610'OF NORTH END OF EAST ABUTMENT OF A SMALL BRIDGE OVER TWO MILE
 HY0610'CREEK, 15 FEET NORTH OF CENTER LINE OF HIGHWAY, 1 1/2 FEET NORTH
 HY0610'OF CONCRETE BANISTER AND 3/4 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2511 ***********************************************************************
 GX2511  DESIGNATION -  L 157
 GX2511  PID         -  GX2511
 GX2511  STATE/COUNTY-  WV/LOGAN
 GX2511  USGS QUAD   -  HENLAWSON (1976)
 GX2511
 GX2511                         *CURRENT SURVEY CONTROL
 GX2511  ___________________________________________________________________
 GX2511* NAD 83(1986)-  37 56 02.     (N)    081 58 29.     (W)     SCALED    
 GX2511* NAVD 88     -       214.745  (meters)     704.54   (feet)  ADJUSTED  
 GX2511  ___________________________________________________________________
 GX2511  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GX2511  DYNAMIC HT  -         214.589 (meters)     704.03  (feet)  COMP
 GX2511  MODELED GRAV-     979,895.9   (mgal)                       NAVD 88
 GX2511
 GX2511  VERT ORDER  -  SECOND    CLASS 0
 GX2511
 GX2511.The horizontal coordinates were scaled from a topographic map and have
 GX2511.an estimated accuracy of +/- 6 seconds.
 GX2511
 GX2511.The orthometric height was determined by differential leveling
 GX2511.and adjusted by the National Geodetic Survey in June 1991..
 GX2511
 GX2511.The geoid height was determined by GEOID03.
 GX2511
 GX2511.The dynamic height is computed by dividing the NAVD 88
 GX2511.geopotential number by the normal gravity value computed on the
 GX2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2511.degrees latitude (g = 980.6199 gals.).
 GX2511
 GX2511.The modeled gravity was interpolated from observed gravity values.
 GX2511
 GX2511;                    North         East    Units  Estimated Accuracy
 GX2511;SPC WV S     -   104,100.      514,320.      MT  (+/- 180 meters Scaled)
 GX2511
 GX2511                          SUPERSEDED SURVEY CONTROL
 GX2511
 GX2511  NGVD 29 (??/??/92)  214.956  (m)          705.23   (f) ADJ UNCH    2 0
 GX2511
 GX2511.Superseded values are not recommended for survey control.
 GX2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2511.See file dsdata.txt to determine how the superseded data were derived.
 GX2511
 GX2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB143989(NAD 83)
 GX2511_MARKER: DB = BENCH MARK DISK
 GX2511_SETTING: 66 = SET IN ROCK OUTCROP
 GX2511_SP_SET: CUT
 GX2511_STAMPING: L 157 1957
 GX2511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2511+STABILITY: POSITION/ELEVATION WELL
 GX2511
 GX2511  HISTORY     - Date     Condition        Report By
 GX2511  HISTORY     - 1957     MONUMENTED       CGS
 GX2511
 GX2511                          STATION DESCRIPTION
 GX2511
 GX2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2511'0.6 MI NE FROM PECKS MILL.
 GX2511'ABOUT 0.6 MILE NORTHEAST ALONG HEWETT ROAD (BLACKTOP) FROM ITS
 GX2511'JUNCTION WITH STATE HIGHWAY 10 AT PECKS MILL, 0.1 MILE SOUTHWEST
 GX2511'OF CULVERT OVER NEDS BRANCH, 22 FEET SOUTHWEST OF THE NORTHWEST
 GX2511'END OF A 15-INCH PIPE CULVERT WITH A STONE HEADWALL, 24 FEET
 GX2511'NORTHWEST OF THE CENTER LINE OF THE ROAD AND AT THE OUTSIDE OF
 GX2511'A CURVE, SET VERTICALLY IN THE SOUTHEAST FACE OF A 5-FOOT HIGH
 GX2511'TILTED LAYER OF ROCK IN A ROCK CUT, ABOUT 3 FEET ABOVE THE
 GX2511'GROUND AND 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0216 ***********************************************************************
 GY0216  DESIGNATION -  L 158
 GY0216  PID         -  GY0216
 GY0216  STATE/COUNTY-  WV/MINGO
 GY0216  USGS QUAD   -  WILSONDALE (1981)
 GY0216
 GY0216                         *CURRENT SURVEY CONTROL
 GY0216  ___________________________________________________________________
 GY0216* NAD 83(1986)-  37 56 22.     (N)    082 17 20.     (W)     SCALED    
 GY0216* NAVD 88     -       242.045  (meters)     794.11   (feet)  ADJUSTED  
 GY0216  ___________________________________________________________________
 GY0216  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GY0216  DYNAMIC HT  -         241.867 (meters)     793.53  (feet)  COMP
 GY0216  MODELED GRAV-     979,888.7   (mgal)                       NAVD 88
 GY0216
 GY0216  VERT ORDER  -  SECOND    CLASS 0
 GY0216
 GY0216.The horizontal coordinates were scaled from a topographic map and have
 GY0216.an estimated accuracy of +/- 6 seconds.
 GY0216
 GY0216.The orthometric height was determined by differential leveling
 GY0216.and adjusted by the National Geodetic Survey in June 1991..
 GY0216
 GY0216.The geoid height was determined by GEOID03.
 GY0216
 GY0216.The dynamic height is computed by dividing the NAVD 88
 GY0216.geopotential number by the normal gravity value computed on the
 GY0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0216.degrees latitude (g = 980.6199 gals.).
 GY0216
 GY0216.The modeled gravity was interpolated from observed gravity values.
 GY0216
 GY0216;                    North         East    Units  Estimated Accuracy
 GY0216;SPC WV S     -   105,060.      486,710.      MT  (+/- 180 meters Scaled)
 GY0216
 GY0216                          SUPERSEDED SURVEY CONTROL
 GY0216
 GY0216  NGVD 29 (??/??/92)  242.258  (m)          794.81   (f) ADJ UNCH    2 0
 GY0216
 GY0216.Superseded values are not recommended for survey control.
 GY0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0216.See file dsdata.txt to determine how the superseded data were derived.
 GY0216
 GY0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB867998(NAD 83)
 GY0216_MARKER: DB = BENCH MARK DISK
 GY0216_SETTING: 66 = SET IN ROCK OUTCROP
 GY0216_SP_SET: ROCK CUT
 GY0216_STAMPING: L 158 1957
 GY0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0216+STABILITY: POSITION/ELEVATION WELL
 GY0216
 GY0216  HISTORY     - Date     Condition        Report By
 GY0216  HISTORY     - 1957     MONUMENTED       CGS
 GY0216
 GY0216                          STATION DESCRIPTION
 GY0216
 GY0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0216'2 MI NW FROM BREEDEN.
 GY0216'ABOUT 1.95 MILES NORTHWEST ALONG A GRAVEL ROAD FOLLOWING OLD
 GY0216'GRADE OF THE NORFOLK AND WESTERN RAILWAY FROM THE JUNCTION OF
 GY0216'ROAD SOUTHWEST AT BREEDEN, ABOUT 145 YARDS WEST OF WEST END OF A
 GY0216'140-FOOT BRIDGE OVER WEST FORK OF TWELVEPOLE CREEK, (THE THIRD
 GY0216'BRIDGE SOUTHEAST OF WILSONDALE), SET VERTICALLY IN THE SOUTH
 GY0216'FACE OF A LARGE ROCK CUT, 24 FEET NORTH OF CENTER LINE OF ROAD,
 GY0216'114 FEET WEST OF EAST END OF ROCK PART OF CUT, 2 1/2 FEET ABOVE
 GY0216'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0767 ***********************************************************************
 HY0767  DESIGNATION -  L 159
 HY0767  PID         -  HY0767
 HY0767  STATE/COUNTY-  WV/WAYNE
 HY0767  USGS QUAD   -  RADNOR (1989)
 HY0767
 HY0767                         *CURRENT SURVEY CONTROL
 HY0767  ___________________________________________________________________
 HY0767* NAD 83(1986)-  38 05 18.     (N)    082 24 37.     (W)     SCALED    
 HY0767* NAVD 88     -       290.456  (meters)     952.94   (feet)  ADJUSTED  
 HY0767  ___________________________________________________________________
 HY0767  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HY0767  DYNAMIC HT  -         290.249 (meters)     952.26  (feet)  COMP
 HY0767  MODELED GRAV-     979,909.8   (mgal)                       NAVD 88
 HY0767
 HY0767  VERT ORDER  -  SECOND    CLASS 0
 HY0767
 HY0767.The horizontal coordinates were scaled from a topographic map and have
 HY0767.an estimated accuracy of +/- 6 seconds.
 HY0767
 HY0767.The orthometric height was determined by differential leveling
 HY0767.and adjusted by the National Geodetic Survey in June 1991..
 HY0767
 HY0767.The geoid height was determined by GEOID03.
 HY0767
 HY0767.The dynamic height is computed by dividing the NAVD 88
 HY0767.geopotential number by the normal gravity value computed on the
 HY0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0767.degrees latitude (g = 980.6199 gals.).
 HY0767
 HY0767.The modeled gravity was interpolated from observed gravity values.
 HY0767
 HY0767;                    North         East    Units  Estimated Accuracy
 HY0767;SPC WV S     -   121,730.      476,290.      MT  (+/- 180 meters Scaled)
 HY0767
 HY0767                          SUPERSEDED SURVEY CONTROL
 HY0767
 HY0767  NGVD 29 (??/??/92)  290.670  (m)          953.64   (f) ADJ UNCH    2 0
 HY0767
 HY0767.Superseded values are not recommended for survey control.
 HY0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0767.See file dsdata.txt to determine how the superseded data were derived.
 HY0767
 HY0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC763165(NAD 83)
 HY0767_MARKER: DB = BENCH MARK DISK
 HY0767_SETTING: 66 = SET IN ROCK OUTCROP
 HY0767_SP_SET: ROCK CUT
 HY0767_STAMPING: L 159 1957
 HY0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0767+STABILITY: POSITION/ELEVATION WELL
 HY0767
 HY0767  HISTORY     - Date     Condition        Report By
 HY0767  HISTORY     - 1957     MONUMENTED       CGS
 HY0767
 HY0767                          STATION DESCRIPTION
 HY0767
 HY0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0767'7 MI NE FROM DUNLOW.
 HY0767'ABOUT 5.0 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 HY0767'AT DUNLOW, THENCE ABOUT 2.0 MILES NORTHEAST ALONG A GRAVEL ROAD
 HY0767'LEADING INTO BRUSHY CREEK AND TO STILTNER, ABOUT 0.65 MILE
 HY0767'NORTHEAST OF LARKENS RIDGE SCHOOL, ON THE SOUTHEAST SLOPE OF A
 HY0767'LONG CROOKED GRADE, ON THE INSIDE AND AT NORTH END OF A CURVE WITH
 HY0767'TANGENTS EXTENDING NORTH AND EAST, SET VERTICALLY IN THE WEST
 HY0767'FACE OF A ROCK CUT, 19 FEET EAST OF CENTER LINE OF ROAD, 150
 HY0767'FEET SOUTH OF CENTER OF A SMALL RAVINE AT NORTH END OF CUT,
 HY0767'1 1/2 FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1396 ***********************************************************************
 HW1396  DESIGNATION -  L 16
 HW1396  PID         -  HW1396
 HW1396  STATE/COUNTY-  WV/RANDOLPH
 HW1396  USGS QUAD   -  LANEVILLE (1995)
 HW1396
 HW1396                         *CURRENT SURVEY CONTROL
 HW1396  ___________________________________________________________________
 HW1396* NAD 83(1986)-  38 53 12.     (N)    079 28 02.     (W)     SCALED    
 HW1396* NAVD 88     -       941.943  (meters)    3090.36   (feet)  ADJUSTED  
 HW1396  ___________________________________________________________________
 HW1396  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HW1396  DYNAMIC HT  -         941.261 (meters)    3088.12  (feet)  COMP
 HW1396  MODELED GRAV-     979,869.9   (mgal)                       NAVD 88
 HW1396
 HW1396  VERT ORDER  -  SECOND    CLASS 0
 HW1396
 HW1396.The horizontal coordinates were scaled from a topographic map and have
 HW1396.an estimated accuracy of +/- 6 seconds.
 HW1396
 HW1396.The orthometric height was determined by differential leveling
 HW1396.and adjusted by the National Geodetic Survey in June 1991..
 HW1396
 HW1396.The geoid height was determined by GEOID03.
 HW1396
 HW1396.The dynamic height is computed by dividing the NAVD 88
 HW1396.geopotential number by the normal gravity value computed on the
 HW1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1396.degrees latitude (g = 980.6199 gals.).
 HW1396
 HW1396.The modeled gravity was interpolated from observed gravity values.
 HW1396
 HW1396;                    North         East    Units  Estimated Accuracy
 HW1396;SPC WV S     -   210,510.      732,990.      MT  (+/- 180 meters Scaled)
 HW1396
 HW1396                          SUPERSEDED SURVEY CONTROL
 HW1396
 HW1396  NGVD 29 (??/??/92)  942.100  (m)         3090.87   (f) ADJ UNCH    2 0
 HW1396
 HW1396.Superseded values are not recommended for survey control.
 HW1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1396.See file dsdata.txt to determine how the superseded data were derived.
 HW1396
 HW1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD329053(NAD 83)
 HW1396_MARKER: DB = BENCH MARK DISK
 HW1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1396_STAMPING: L 16 1934
 HW1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1396+STABILITY: SURFACE MOTION
 HW1396
 HW1396  HISTORY     - Date     Condition        Report By
 HW1396  HISTORY     - 1934     MONUMENTED       CGS
 HW1396
 HW1396                          STATION DESCRIPTION
 HW1396
 HW1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1396'4.3 MI E FROM HARMAN.
 HW1396'4.3 MILES EAST ALONG U.S. HIGHWAY 33 FROM HARMAN, RANDOLPH
 HW1396'COUNTY, 50 YARDS WEST OF A YELLOW STORE AT THE FOOT OF ALLEGHENY
 HW1396'FRONT, 8 YARDS WEST OF A DIRT ROAD LEADING NORTH, 16 YARDS WEST
 HW1396'OF A BARN, AND 15 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY.
 HW1396'A STANDARD DISK, STAMPED L 16 1934 AND SET IN THE TOP OF A CONCRETE
 HW1396'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0757 ***********************************************************************
 HY0757  DESIGNATION -  L 160
 HY0757  PID         -  HY0757
 HY0757  STATE/COUNTY-  WV/WAYNE
 HY0757  USGS QUAD   -  KIAHSVILLE (1975)
 HY0757
 HY0757                         *CURRENT SURVEY CONTROL
 HY0757  ___________________________________________________________________
 HY0757* NAD 83(1986)-  38 02 29.     (N)    082 15 25.     (W)     SCALED    
 HY0757* NAVD 88     -       220.609  (meters)     723.78   (feet)  ADJUSTED  
 HY0757  ___________________________________________________________________
 HY0757  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HY0757  DYNAMIC HT  -         220.449 (meters)     723.26  (feet)  COMP
 HY0757  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 HY0757
 HY0757  VERT ORDER  -  SECOND    CLASS 0
 HY0757
 HY0757.The horizontal coordinates were scaled from a topographic map and have
 HY0757.an estimated accuracy of +/- 6 seconds.
 HY0757
 HY0757.The orthometric height was determined by differential leveling
 HY0757.and adjusted by the National Geodetic Survey in June 1991..
 HY0757
 HY0757.The geoid height was determined by GEOID03.
 HY0757
 HY0757.The dynamic height is computed by dividing the NAVD 88
 HY0757.geopotential number by the normal gravity value computed on the
 HY0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0757.degrees latitude (g = 980.6199 gals.).
 HY0757
 HY0757.The modeled gravity was interpolated from observed gravity values.
 HY0757
 HY0757;                    North         East    Units  Estimated Accuracy
 HY0757;SPC WV S     -   116,330.      489,670.      MT  (+/- 180 meters Scaled)
 HY0757
 HY0757                          SUPERSEDED SURVEY CONTROL
 HY0757
 HY0757  NGVD 29 (??/??/92)  220.820  (m)          724.47   (f) ADJ UNCH    2 0
 HY0757
 HY0757.Superseded values are not recommended for survey control.
 HY0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0757.See file dsdata.txt to determine how the superseded data were derived.
 HY0757
 HY0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC897111(NAD 83)
 HY0757_MARKER: DB = BENCH MARK DISK
 HY0757_SETTING: 66 = SET IN ROCK OUTCROP
 HY0757_SP_SET: ROCK CUT
 HY0757_STAMPING: L 160 1957
 HY0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0757+STABILITY: POSITION/ELEVATION WELL
 HY0757
 HY0757  HISTORY     - Date     Condition        Report By
 HY0757  HISTORY     - 1957     MONUMENTED       CGS
 HY0757
 HY0757                          STATION DESCRIPTION
 HY0757
 HY0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0757'14.2 MI S FROM COVE GAP.
 HY0757'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0757'SCHOOL, AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 7.8 MILES
 HY0757'SOUTHEAST ALONG ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 HY0757'THENCE ABOUT 2.15 MILES EAST ALONG A MOUNTAIN ROAD LEADING
 HY0757'INTO KIAH CREEK, THENCE ABOUT 0.1 MILE SOUTH ALONG KIAH CREEK
 HY0757'ROAD, ABOUT 93 YARDS SOUTH OF THE SOUTH END OF A LONG FOOT BRIDGE
 HY0757'OVER KIAH CREEK AT POINT ROAD FORDS CREEK, SET VERTICALLY IN THE
 HY0757'WEST FACE OF A ROCK CUT ABOUT 50 FEET LONG AND 4 FEET HIGH, 11
 HY0757'FEET EAST OF CENTER LINE OF ROAD, 71 FEET SOUTH OF CENTER OF
 HY0757'JUNCTION OF A NARROW ROAD SOUTHWEST, 12 FEET SOUTH OF NORTH END
 HY0757'OF CUT AND 3 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0290 ***********************************************************************
 GY0290  DESIGNATION -  L 161
 GY0290  PID         -  GY0290
 GY0290  STATE/COUNTY-  WV/MINGO
 GY0290  USGS QUAD   -  BARNABUS (1976)
 GY0290
 GY0290                         *CURRENT SURVEY CONTROL
 GY0290  ___________________________________________________________________
 GY0290* NAD 83(1986)-  37 38 20.     (N)    082 00 06.     (W)     SCALED    
 GY0290* NAVD 88     -       471.128  (meters)    1545.69   (feet)  ADJUSTED  
 GY0290  ___________________________________________________________________
 GY0290  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GY0290  DYNAMIC HT  -         470.753 (meters)    1544.46  (feet)  COMP
 GY0290  MODELED GRAV-     979,820.5   (mgal)                       NAVD 88
 GY0290
 GY0290  VERT ORDER  -  SECOND    CLASS 0
 GY0290
 GY0290.The horizontal coordinates were scaled from a topographic map and have
 GY0290.an estimated accuracy of +/- 6 seconds.
 GY0290
 GY0290.The orthometric height was determined by differential leveling
 GY0290.and adjusted by the National Geodetic Survey in June 1991..
 GY0290
 GY0290.The geoid height was determined by GEOID03.
 GY0290
 GY0290.The dynamic height is computed by dividing the NAVD 88
 GY0290.geopotential number by the normal gravity value computed on the
 GY0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0290.degrees latitude (g = 980.6199 gals.).
 GY0290
 GY0290.The modeled gravity was interpolated from observed gravity values.
 GY0290
 GY0290;                    North         East    Units  Estimated Accuracy
 GY0290;SPC WV S     -    71,390.      511,600.      MT  (+/- 180 meters Scaled)
 GY0290
 GY0290                          SUPERSEDED SURVEY CONTROL
 GY0290
 GY0290  NGVD 29 (??/??/92)  471.325  (m)         1546.34   (f) ADJ UNCH    2 0
 GY0290
 GY0290.Superseded values are not recommended for survey control.
 GY0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0290.See file dsdata.txt to determine how the superseded data were derived.
 GY0290
 GY0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB116662(NAD 83)
 GY0290_MARKER: DB = BENCH MARK DISK
 GY0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0290_SP_SET: CULVERT
 GY0290_STAMPING: L 161 1957
 GY0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0290
 GY0290  HISTORY     - Date     Condition        Report By
 GY0290  HISTORY     - 1957     MONUMENTED       CGS
 GY0290
 GY0290                          STATION DESCRIPTION
 GY0290
 GY0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0290'2 MI SW FROM MOUNTAIN VIEW.
 GY0290'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAYS 119 AND 52 FROM THEIR
 GY0290'JUNCTION AT MOUNTAIN VIEW, THENCE ABOUT 1.05 MILES SOUTHEAST ALONG
 GY0290'A BLACK TOP ROAD, ABOUT 60 YARDS SOUTH OF THE JUNCTION OF A DIRT
 GY0290'ROAD LEADING SOUTHWEST, AT THE JUNCTION OF A DRIVE EAST TO A GAS
 GY0290'WELL, IN THE TOP OF THE SOUTH END OF EAST CONCRETE HEAD WALL
 GY0290'OF A 5-FOOT STONE CULVERT, 11 FEET EAST OF CENTER LINE OF ROAD,
 GY0290'18 FEET NORTH OF CENTER LINE OF DRIVE TO WELL, 1 FOOT NORTH
 GY0290'OF SOUTH END OF HEAD WALL AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2152 ***********************************************************************
 GX2152  DESIGNATION -  L 162
 GX2152  PID         -  GX2152
 GX2152  STATE/COUNTY-  WV/LOGAN
 GX2152  USGS QUAD   -  MALLORY (1976)
 GX2152
 GX2152                         *CURRENT SURVEY CONTROL
 GX2152  ___________________________________________________________________
 GX2152* NAD 83(1986)-  37 43 21.     (N)    081 52 18.     (W)     SCALED    
 GX2152* NAVD 88     -       228.090  (meters)     748.33   (feet)  ADJUSTED  
 GX2152  ___________________________________________________________________
 GX2152  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GX2152  DYNAMIC HT  -         227.919 (meters)     747.76  (feet)  COMP
 GX2152  MODELED GRAV-     979,873.1   (mgal)                       NAVD 88
 GX2152
 GX2152  VERT ORDER  -  SECOND    CLASS 0
 GX2152
 GX2152.The horizontal coordinates were scaled from a topographic map and have
 GX2152.an estimated accuracy of +/- 6 seconds.
 GX2152
 GX2152.The orthometric height was determined by differential leveling
 GX2152.and adjusted by the National Geodetic Survey in June 1991..
 GX2152
 GX2152.The geoid height was determined by GEOID03.
 GX2152
 GX2152.The dynamic height is computed by dividing the NAVD 88
 GX2152.geopotential number by the normal gravity value computed on the
 GX2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2152.degrees latitude (g = 980.6199 gals.).
 GX2152
 GX2152.The modeled gravity was interpolated from observed gravity values.
 GX2152
 GX2152;                    North         East    Units  Estimated Accuracy
 GX2152;SPC WV S     -    80,550.      523,160.      MT  (+/- 180 meters Scaled)
 GX2152
 GX2152                          SUPERSEDED SURVEY CONTROL
 GX2152
 GX2152  NGVD 29 (??/??/92)  228.301  (m)          749.02   (f) ADJ UNCH    2 0
 GX2152
 GX2152.Superseded values are not recommended for survey control.
 GX2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2152.See file dsdata.txt to determine how the superseded data were derived.
 GX2152
 GX2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB231753(NAD 83)
 GX2152_MARKER: DB = BENCH MARK DISK
 GX2152_SETTING: 80 = SET IN A BOULDER
 GX2152_SP_SET: BOULDER
 GX2152_STAMPING: L 162 1957
 GX2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2152+STABILITY: SURFACE MOTION
 GX2152
 GX2152  HISTORY     - Date     Condition        Report By
 GX2152  HISTORY     - 1957     MONUMENTED       CGS
 GX2152  HISTORY     - 1968     GOOD             AEROS
 GX2152
 GX2152                          STATION DESCRIPTION
 GX2152
 GX2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2152'0.8 MI S FROM HUFF JUNCTION.
 GX2152'ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION
 GX2152'OF STATE HIGHWAY 10 AT HUFF JUNCTION, ALONG THE CHEASAPEAKE
 GX2152'AND OHIO RAILWAY, ABOUT 5 RAILS SOUTH OF MILE POST 80, SET
 GX2152'VERTICALLY IN THE SOUTHWEST FACE OF AN 8-FOOT LONG AND 3-FOOT
 GX2152'HIGH IMBEDDED BOULDER AND DIRECTLY UNDER A LARGE CLIFF OF ROCK
 GX2152'IN MOUNTAIN SIDE, 21 FEET NORTHEAST OF NORTHEAST RAIL, 51 FEET
 GX2152'NORTHEAST AND ACROSS TRACK FROM CENTER LINE OF HIGHWAY, 2 FEET
 GX2152'EAST OF WEST CORNER OF ROCK AND 2 FEET ABOVE LEVEL OF TRACK.
 GX2152
 GX2152                          STATION RECOVERY (1968)
 GX2152
 GX2152'RECOVERY NOTE BY AERO SERVICE CORPORATION 1968
 GX2152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0863 ***********************************************************************
 KY0863  DESIGNATION -  L 163
 KY0863  PID         -  KY0863
 KY0863  STATE/COUNTY-  WV/OHIO
 KY0863  USGS QUAD   -  VALLEY GROVE (1981)
 KY0863
 KY0863                         *CURRENT SURVEY CONTROL
 KY0863  ___________________________________________________________________
 KY0863* NAD 83(1986)-  40 03 49.     (N)    080 36 48.     (W)     SCALED    
 KY0863* NAVD 88     -       238.843  (meters)     783.60   (feet)  ADJUSTED  
 KY0863  ___________________________________________________________________
 KY0863  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY0863  DYNAMIC HT  -         238.709 (meters)     783.16  (feet)  COMP
 KY0863  MODELED GRAV-     980,061.5   (mgal)                       NAVD 88
 KY0863
 KY0863  VERT ORDER  -  SECOND    CLASS 0
 KY0863
 KY0863.The horizontal coordinates were scaled from a topographic map and have
 KY0863.an estimated accuracy of +/- 6 seconds.
 KY0863
 KY0863.The orthometric height was determined by differential leveling
 KY0863.and adjusted by the National Geodetic Survey in June 1991..
 KY0863
 KY0863.The geoid height was determined by GEOID03.
 KY0863
 KY0863.The dynamic height is computed by dividing the NAVD 88
 KY0863.geopotential number by the normal gravity value computed on the
 KY0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0863.degrees latitude (g = 980.6199 gals.).
 KY0863
 KY0863.The modeled gravity was interpolated from observed gravity values.
 KY0863
 KY0863;                    North         East    Units  Estimated Accuracy
 KY0863;SPC WV N     -   174,180.      505,020.      MT  (+/- 180 meters Scaled)
 KY0863
 KY0863                          SUPERSEDED SURVEY CONTROL
 KY0863
 KY0863  NGVD 29 (??/??/92)  238.993  (m)          784.10   (f) ADJ UNCH    2 0
 KY0863
 KY0863.Superseded values are not recommended for survey control.
 KY0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0863.See file dsdata.txt to determine how the superseded data were derived.
 KY0863
 KY0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE329348(NAD 83)
 KY0863_MARKER: DB = BENCH MARK DISK
 KY0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0863_SP_SET: BRIDGE
 KY0863_STAMPING: L 163 1960
 KY0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0863
 KY0863  HISTORY     - Date     Condition        Report By
 KY0863  HISTORY     - 1960     MONUMENTED       CGS
 KY0863
 KY0863                          STATION DESCRIPTION
 KY0863
 KY0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0863'3 MI E FROM ELM GROVE.
 KY0863'ABOUT 2.95 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0863'THE STATION AT ELM GROVE, AT MILEAGE POLE 59+32, 8 1/2 FEET NORTH
 KY0863'OF THE NORTH RAIL, IN TOP OF THE NORTH END OF THE WEST CONCRETE
 KY0863'ABUTMENT OF B. AND O. R.R. STEEL BRIDGE NO. 180 OVER LITTLE WHEELING
 KY0863'CREEK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2233 ***********************************************************************
 HX2233  DESIGNATION -  L 175
 HX2233  PID         -  HX2233
 HX2233  STATE/COUNTY-  WV/BOONE
 HX2233  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2233
 HX2233                         *CURRENT SURVEY CONTROL
 HX2233  ___________________________________________________________________
 HX2233* NAD 83(1986)-  38 06 10.     (N)    081 44 43.     (W)     SCALED    
 HX2233* NAVD 88     -       339.595  (meters)    1114.15   (feet)  ADJUSTED  
 HX2233  ___________________________________________________________________
 HX2233  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HX2233  DYNAMIC HT  -         339.349 (meters)    1113.35  (feet)  COMP
 HX2233  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 HX2233
 HX2233  VERT ORDER  -  SECOND    CLASS 0
 HX2233
 HX2233.The horizontal coordinates were scaled from a topographic map and have
 HX2233.an estimated accuracy of +/- 6 seconds.
 HX2233
 HX2233.The orthometric height was determined by differential leveling
 HX2233.and adjusted by the National Geodetic Survey in June 1991..
 HX2233
 HX2233.The geoid height was determined by GEOID03.
 HX2233
 HX2233.The dynamic height is computed by dividing the NAVD 88
 HX2233.geopotential number by the normal gravity value computed on the
 HX2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2233.degrees latitude (g = 980.6199 gals.).
 HX2233
 HX2233.The modeled gravity was interpolated from observed gravity values.
 HX2233
 HX2233;                    North         East    Units  Estimated Accuracy
 HX2233;SPC WV S     -   122,660.      534,640.      MT  (+/- 180 meters Scaled)
 HX2233
 HX2233                          SUPERSEDED SURVEY CONTROL
 HX2233
 HX2233  NGVD 29 (??/??/92)  339.797  (m)         1114.82   (f) ADJ UNCH    2 0
 HX2233
 HX2233.Superseded values are not recommended for survey control.
 HX2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2233.See file dsdata.txt to determine how the superseded data were derived.
 HX2233
 HX2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC346174(NAD 83)
 HX2233_MARKER: DB = BENCH MARK DISK
 HX2233_SETTING: 66 = SET IN ROCK OUTCROP
 HX2233_SP_SET: ROCK CUT
 HX2233_STAMPING: L 175 1958
 HX2233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2233+STABILITY: POSITION/ELEVATION WELL
 HX2233
 HX2233  HISTORY     - Date     Condition        Report By
 HX2233  HISTORY     - 1958     MONUMENTED       CGS
 HX2233
 HX2233                          STATION DESCRIPTION
 HX2233
 HX2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2233'6.4 MI E FROM ROCK CREEK.
 HX2233'ABOUT 6.45 MILES EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 HX2233'OF U.S. HIGHWAY 119 AT ROCK CREEK, ALSO 5.3 MILES SOUTHWEST
 HX2233'ALONG STATE HIGHWAY 3 AND U.S. HIGHWAY 119 FROM THE CROSSING OF
 HX2233'THE CHESAPEAKE AND OHIO RAILWAY AT PEYTONA, 0.75 MILE WEST OF
 HX2233'DRAWDY CREEK CHURCH, 0.7 MILE EAST OF THE TOP OF A GRADE, SET
 HX2233'VERTICALLY IN THE SOUTH FACE OF A 15-FOOT HIGH ROCK CUT, 4
 HX2233'FEET ABOVE THE GROUND, 26 FEET NORTHEAST OF THE CENTER LINE
 HX2233'OF THE HIGHWAY, 14 YARDS NORTHWEST OF THE CENTER OF A GAP IN THE
 HX2233'CUT, 22 FEET WEST OF THE EAST END OF THE CUT, AND ABOUT 3 FEET
 HX2233'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2434 ***********************************************************************
 GX2434  DESIGNATION -  L 176
 GX2434  PID         -  GX2434
 GX2434  STATE/COUNTY-  WV/WYOMING
 GX2434  USGS QUAD   -  GILBERT (1977)
 GX2434
 GX2434                         *CURRENT SURVEY CONTROL
 GX2434  ___________________________________________________________________
 GX2434* NAD 83(1986)-  37 32 40.     (N)    081 47 45.     (W)     SCALED    
 GX2434* NAVD 88     -       342.471  (meters)    1123.59   (feet)  ADJUSTED  
 GX2434  ___________________________________________________________________
 GX2434  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX2434  DYNAMIC HT  -         342.205 (meters)    1122.72  (feet)  COMP
 GX2434  MODELED GRAV-     979,844.7   (mgal)                       NAVD 88
 GX2434
 GX2434  VERT ORDER  -  SECOND    CLASS 0
 GX2434
 GX2434.The horizontal coordinates were scaled from a topographic map and have
 GX2434.an estimated accuracy of +/- 6 seconds.
 GX2434
 GX2434.The orthometric height was determined by differential leveling
 GX2434.and adjusted by the National Geodetic Survey in June 1991..
 GX2434
 GX2434.The geoid height was determined by GEOID03.
 GX2434
 GX2434.The dynamic height is computed by dividing the NAVD 88
 GX2434.geopotential number by the normal gravity value computed on the
 GX2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2434.degrees latitude (g = 980.6199 gals.).
 GX2434
 GX2434.The modeled gravity was interpolated from observed gravity values.
 GX2434
 GX2434;                    North         East    Units  Estimated Accuracy
 GX2434;SPC WV S     -    60,730.      529,670.      MT  (+/- 180 meters Scaled)
 GX2434
 GX2434                          SUPERSEDED SURVEY CONTROL
 GX2434
 GX2434  NGVD 29 (??/??/92)  342.667  (m)         1124.23   (f) ADJ UNCH    2 0
 GX2434
 GX2434.Superseded values are not recommended for survey control.
 GX2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2434.See file dsdata.txt to determine how the superseded data were derived.
 GX2434
 GX2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB296555(NAD 83)
 GX2434_MARKER: DB = BENCH MARK DISK
 GX2434_SETTING: 66 = SET IN ROCK OUTCROP
 GX2434_SP_SET: ROCK CUT
 GX2434_STAMPING: L 176 1958
 GX2434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2434+STABILITY: POSITION/ELEVATION WELL
 GX2434
 GX2434  HISTORY     - Date     Condition        Report By
 GX2434  HISTORY     - 1958     MONUMENTED       CGS
 GX2434  HISTORY     - 1963     GOOD             AEROS
 GX2434
 GX2434                          STATION DESCRIPTION
 GX2434
 GX2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2434'7.3 MI NW FROM IAEGER.
 GX2434'ABOUT 7.3 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE CROSSING
 GX2434'OF THE NORFOLK AND WESTERN RAILWAY AT IAEGER, 0.8 MILE SOUTHEAST
 GX2434'OF A 90-FOOT BRIDGE OVER LITTLE HUFF CREEK, ON THE INSIDE OF A
 GX2434'CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST, 19 FEET EAST
 GX2434'OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE WEST FACE
 GX2434'OF A ROCK CUT, 59 FEET SOUTH OF THE EAST END OF A 24-INCH PIPE
 GX2434'CULVERT WITH A CONCRETE HEAD WALL, AND ABOUT 3 1/2 FEET ABOVE
 GX2434'THE LEVEL OF THE HIGHWAY.
 GX2434
 GX2434                          STATION RECOVERY (1963)
 GX2434
 GX2434'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2446 ***********************************************************************
 GX2446  DESIGNATION -  L 177
 GX2446  PID         -  GX2446
 GX2446  STATE/COUNTY-  WV/WYOMING
 GX2446  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2446
 GX2446                         *CURRENT SURVEY CONTROL
 GX2446  ___________________________________________________________________
 GX2446* NAD 83(1986)-  37 33 48.     (N)    081 39 07.     (W)     SCALED    
 GX2446* NAVD 88     -       372.865  (meters)    1223.31   (feet)  ADJUSTED  
 GX2446  ___________________________________________________________________
 GX2446  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX2446  DYNAMIC HT  -         372.569 (meters)    1222.34  (feet)  COMP
 GX2446  MODELED GRAV-     979,826.7   (mgal)                       NAVD 88
 GX2446
 GX2446  VERT ORDER  -  SECOND    CLASS 0
 GX2446
 GX2446.The horizontal coordinates were scaled from a topographic map and have
 GX2446.an estimated accuracy of +/- 6 seconds.
 GX2446
 GX2446.The orthometric height was determined by differential leveling
 GX2446.and adjusted by the National Geodetic Survey in June 1991..
 GX2446
 GX2446.The geoid height was determined by GEOID03.
 GX2446
 GX2446.The dynamic height is computed by dividing the NAVD 88
 GX2446.geopotential number by the normal gravity value computed on the
 GX2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2446.degrees latitude (g = 980.6199 gals.).
 GX2446
 GX2446.The modeled gravity was interpolated from observed gravity values.
 GX2446
 GX2446;                    North         East    Units  Estimated Accuracy
 GX2446;SPC WV S     -    62,730.      542,400.      MT  (+/- 180 meters Scaled)
 GX2446
 GX2446                          SUPERSEDED SURVEY CONTROL
 GX2446
 GX2446  NGVD 29 (??/??/92)  373.043  (m)         1223.89   (f) ADJ UNCH    2 0
 GX2446
 GX2446.Superseded values are not recommended for survey control.
 GX2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2446.See file dsdata.txt to determine how the superseded data were derived.
 GX2446
 GX2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB424575(NAD 83)
 GX2446_MARKER: DB = BENCH MARK DISK
 GX2446_SETTING: 66 = SET IN ROCK OUTCROP
 GX2446_SP_SET: ROCK CUT
 GX2446_STAMPING: L 177 1958
 GX2446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2446+STABILITY: POSITION/ELEVATION WELL
 GX2446
 GX2446  HISTORY     - Date     Condition        Report By
 GX2446  HISTORY     - 1958     MONUMENTED       CGS
 GX2446  HISTORY     - 1963     GOOD             AEROS
 GX2446
 GX2446                          STATION DESCRIPTION
 GX2446
 GX2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2446'3.2 MI S FROM BAILEYSVILLE.
 GX2446'ABOUT 0.85 MILE EAST ALONG A BLACK TOP ROAD FROM THE BRIDGE OVER
 GX2446'GUYANDOT RIVER AT BAILEYSVILLE, THENCE 2.3 MILES SOUTH ALONG A
 GX2446'BLACK TOP ROAD TO DAVY, 0.25 MILE SOUTH OF THE FAN ROCK POST
 GX2446'OFFICE, 0.25 MILE NORTH OF A LARGE CONCRETE BLOCK CHURCH, ON
 GX2446'THE OUTSIDE OF A SHORT CURVE WITH TANGENTS EXTENDING NORTH AND
 GX2446'SOUTHWEST, SET VERTICALLY IN THE WEST FACE OF A LONG ROCK CUT,
 GX2446'18 FEET EAST OF CENTER LINE OF ROAD, ABOUT 105 FEET NORTH OF
 GX2446'THE CENTER OF THE CURVE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 GX2446'ROAD.
 GX2446
 GX2446                          STATION RECOVERY (1963)
 GX2446
 GX2446'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2458 ***********************************************************************
 GX2458  DESIGNATION -  L 178
 GX2458  PID         -  GX2458
 GX2458  STATE/COUNTY-  WV/WYOMING
 GX2458  USGS QUAD   -  PINEVILLE (1976)
 GX2458
 GX2458                         *CURRENT SURVEY CONTROL
 GX2458  ___________________________________________________________________
 GX2458* NAD 83(1986)-  37 36 14.     (N)    081 36 47.     (W)     SCALED    
 GX2458* NAVD 88     -       376.473  (meters)    1235.15   (feet)  ADJUSTED  
 GX2458  ___________________________________________________________________
 GX2458  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX2458  DYNAMIC HT  -         376.174 (meters)    1234.16  (feet)  COMP
 GX2458  MODELED GRAV-     979,824.8   (mgal)                       NAVD 88
 GX2458
 GX2458  VERT ORDER  -  SECOND    CLASS 0
 GX2458
 GX2458.The horizontal coordinates were scaled from a topographic map and have
 GX2458.an estimated accuracy of +/- 6 seconds.
 GX2458
 GX2458.The orthometric height was determined by differential leveling
 GX2458.and adjusted by the National Geodetic Survey in June 1991..
 GX2458
 GX2458.The geoid height was determined by GEOID03.
 GX2458
 GX2458.The dynamic height is computed by dividing the NAVD 88
 GX2458.geopotential number by the normal gravity value computed on the
 GX2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2458.degrees latitude (g = 980.6199 gals.).
 GX2458
 GX2458.The modeled gravity was interpolated from observed gravity values.
 GX2458
 GX2458;                    North         East    Units  Estimated Accuracy
 GX2458;SPC WV S     -    67,200.      545,870.      MT  (+/- 180 meters Scaled)
 GX2458
 GX2458                          SUPERSEDED SURVEY CONTROL
 GX2458
 GX2458  NGVD 29 (??/??/92)  376.648  (m)         1235.72   (f) ADJ UNCH    2 0
 GX2458
 GX2458.Superseded values are not recommended for survey control.
 GX2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2458.See file dsdata.txt to determine how the superseded data were derived.
 GX2458
 GX2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB458620(NAD 83)
 GX2458_MARKER: DB = BENCH MARK DISK
 GX2458_SETTING: 66 = SET IN ROCK OUTCROP
 GX2458_SP_SET: CUT
 GX2458_STAMPING: L 178 1958
 GX2458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2458+STABILITY: POSITION/ELEVATION WELL
 GX2458
 GX2458  HISTORY     - Date     Condition        Report By
 GX2458  HISTORY     - 1958     MONUMENTED       CGS
 GX2458  HISTORY     - 1963     GOOD             AEROS
 GX2458  HISTORY     - 1980     GOOD             LOCSUR
 GX2458
 GX2458                          STATION DESCRIPTION
 GX2458
 GX2458'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2458'5.4 MI E FROM BAILEYSVILLE.
 GX2458'ABOUT 5.35 MILES EAST ALONG A BLACK TOP ROAD TO PINEVILLE FROM
 GX2458'THE BRIDGE OVER GUYANDOT RIVER AT BAILEYSVILLE, 1.0 MILE EAST
 GX2458'OF BRENTON SCHOOL, ABOUT 47 YARDS SOUTHEAST OF A PIPE LINE
 GX2458'CROSSING, LINE LEADING NORTH AWAY FROM THE HOPE NATURAL GAS
 GX2458'COMPANYS OSCAR NELSON COMPRESSOR STATION, ON THE OUTSIDE OF A
 GX2458'LONG CURVE WITH TANGENTS EXTENDING SOUTH AND SOUTHWEST, 14 FEET
 GX2458'NORTHEAST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN
 GX2458'THE SOUTHWEST FACE OF A ROCK CUT, ON THE SOUTHEAST SLOPE OF A
 GX2458'HILL, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2458
 GX2458                          STATION RECOVERY (1963)
 GX2458
 GX2458'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2458'RECOVERED IN GOOD CONDITION.
 GX2458
 GX2458                          STATION RECOVERY (1980)
 GX2458
 GX2458'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1899 ***********************************************************************
 GX1899  DESIGNATION -  L 179
 GX1899  PID         -  GX1899
 GX1899  STATE/COUNTY-  WV/MCDOWELL
 GX1899  USGS QUAD   -  WAR (1977)
 GX1899
 GX1899                         *CURRENT SURVEY CONTROL
 GX1899  ___________________________________________________________________
 GX1899* NAD 83(1986)-  37 20 14.     (N)    081 44 51.     (W)     SCALED    
 GX1899* NAVD 88     -       405.413  (meters)    1330.09   (feet)  ADJUSTED  
 GX1899  ___________________________________________________________________
 GX1899  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX1899  DYNAMIC HT  -         405.075 (meters)    1328.98  (feet)  COMP
 GX1899  MODELED GRAV-     979,783.8   (mgal)                       NAVD 88
 GX1899
 GX1899  VERT ORDER  -  SECOND    CLASS 0
 GX1899
 GX1899.The horizontal coordinates were scaled from a topographic map and have
 GX1899.an estimated accuracy of +/- 6 seconds.
 GX1899
 GX1899.The orthometric height was determined by differential leveling
 GX1899.and adjusted by the National Geodetic Survey in June 1991..
 GX1899
 GX1899.The geoid height was determined by GEOID03.
 GX1899
 GX1899.The dynamic height is computed by dividing the NAVD 88
 GX1899.geopotential number by the normal gravity value computed on the
 GX1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1899.degrees latitude (g = 980.6199 gals.).
 GX1899
 GX1899.The modeled gravity was interpolated from observed gravity values.
 GX1899
 GX1899;                    North         East    Units  Estimated Accuracy
 GX1899;SPC WV S     -    37,700.      533,760.      MT  (+/- 180 meters Scaled)
 GX1899
 GX1899                          SUPERSEDED SURVEY CONTROL
 GX1899
 GX1899  NGVD 29 (??/??/92)  405.580  (m)         1330.64   (f) ADJ UNCH    2 0
 GX1899
 GX1899.Superseded values are not recommended for survey control.
 GX1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1899.See file dsdata.txt to determine how the superseded data were derived.
 GX1899
 GX1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB337325(NAD 83)
 GX1899_MARKER: DB = BENCH MARK DISK
 GX1899_SETTING: 66 = SET IN ROCK OUTCROP
 GX1899_SP_SET: SET IN ROCK OUTCROP
 GX1899_STAMPING: L 179 1958
 GX1899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1899+STABILITY: POSITION/ELEVATION WELL
 GX1899
 GX1899  HISTORY     - Date     Condition        Report By
 GX1899  HISTORY     - 1958     MONUMENTED       CGS
 GX1899
 GX1899                          STATION DESCRIPTION
 GX1899
 GX1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1899'2.8 MI NW FROM ENGLISH.
 GX1899'2.8 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE NORFOLK
 GX1899'AND WESTERN RAILWAY STATION AT ENGLISH, ON THE NORTHEAST SLOPE
 GX1899'OF A GRADE, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GX1899'NORTHEAST AND NORTHWEST, SET VERTICALLY IN THE NORTH FACE OF THE
 GX1899'WEST ONE OF TWO ROCK CUTS, 17 FEET SOUTH OF THE CENTER LINE
 GX1899'OF THE HIGHWAY, 87 FEET WEST OF THE EAST END OF THE ROCK, 2 FEET
 GX1899'ABOVE THE GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0338 ***********************************************************************
 JW0338  CBN         -  This is a Cooperative Base Network Control Station.
 JW0338  DESIGNATION -  L 18
 JW0338  PID         -  JW0338
 JW0338  STATE/COUNTY-  WV/MINERAL
 JW0338  USGS QUAD   -  BURLINGTON (1979)
 JW0338
 JW0338                         *CURRENT SURVEY CONTROL
 JW0338  ___________________________________________________________________
 JW0338* NAD 83(1995)-  39 20 54.80537(N)    078 59 26.67852(W)     ADJUSTED  
 JW0338* NAVD 88     -       313.893  (meters)    1029.83   (feet)  ADJUSTED  
 JW0338  ___________________________________________________________________
 JW0338  X           -     943,208.206 (meters)                     COMP
 JW0338  Y           -  -4,848,203.907 (meters)                     COMP
 JW0338  Z           -   4,022,494.107 (meters)                     COMP
 JW0338  LAPLACE CORR-          -7.23  (seconds)                    DEFLEC99
 JW0338  ELLIP HEIGHT-         281.69  (meters)          (04/23/01) GPS OBS
 JW0338  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JW0338  DYNAMIC HT  -         313.704 (meters)    1029.21  (feet)  COMP
 JW0338  MODELED GRAV-     980,014.9   (mgal)                       NAVD 88
 JW0338
 JW0338  HORZ ORDER  -  A
 JW0338  VERT ORDER  -  SECOND    CLASS 0
 JW0338  ELLP ORDER  -  FOURTH    CLASS I
 JW0338
 JW0338.The horizontal coordinates were established by GPS observations
 JW0338.and adjusted by the National Geodetic Survey in April 2001..
 JW0338
 JW0338.The orthometric height was determined by differential leveling
 JW0338.and adjusted by the National Geodetic Survey in June 1991..
 JW0338
 JW0338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW0338
 JW0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW0338
 JW0338.The ellipsoidal height was determined by GPS observations
 JW0338.and is referenced to NAD 83.
 JW0338
 JW0338.The geoid height was determined by GEOID03.
 JW0338
 JW0338.The dynamic height is computed by dividing the NAVD 88
 JW0338.geopotential number by the normal gravity value computed on the
 JW0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0338.degrees latitude (g = 980.6199 gals.).
 JW0338
 JW0338.The modeled gravity was interpolated from observed gravity values.
 JW0338
 JW0338;                    North         East     Units Scale Factor Converg.
 JW0338;SPC WV N     -    94,328.440   643,895.428   MT  0.99995240   +0 19 29.2
 JW0338;UTM  17      - 4,357,382.714   673,135.178   MT  0.99996909   +1 16 27.3
 JW0338
 JW0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW0338!SPC WV N     -   0.99995581  x   0.99995240  =   0.99990821
 JW0338!UTM  17      -   0.99995581  x   0.99996909  =   0.99992490
 JW0338
 JW0338                          SUPERSEDED SURVEY CONTROL
 JW0338
 JW0338  NAVD 88 (04/23/01)  313.89   (m)         1029.8    (f) LEVELING    3  
 JW0338  NGVD 29 (??/??/92)  314.074  (m)         1030.42   (f) ADJ UNCH    2 0
 JW0338
 JW0338.Superseded values are not recommended for survey control.
 JW0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0338.See file dsdata.txt to determine how the superseded data were derived.
 JW0338
 JW0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD7313557383(NAD 83)
 JW0338_MARKER: DB = BENCH MARK DISK
 JW0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0338_STAMPING: L 18 1934
 JW0338_MARK LOGO: CGS   
 JW0338_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0338+STABILITY: SURFACE MOTION
 JW0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW0338+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2000
 JW0338
 JW0338  HISTORY     - Date     Condition        Report By
 JW0338  HISTORY     - 1934     MONUMENTED       CGS
 JW0338  HISTORY     - 20000330 GOOD             WVALS
 JW0338
 JW0338                          STATION DESCRIPTION
 JW0338
 JW0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0338'0.1 MI SE FROM RIDGEVILLE.
 JW0338'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JW0338'AT RIDGEVILLE, MINERAL COUNTY, 60 YARDS SOUTHEAST OF THE BUNGALOW
 JW0338'OF L.A. SMITH, 27 YARDS SOUTHEAST OF POLE 301, 3 YARDS SOUTHEAST
 JW0338'OF A GATE TO A PASTURE 10 YARDS NORTHEAST OF THE CENTERLINE OF
 JW0338'THE HIGHWAY, AND 1 YARD SOUTHWEST OF A FENCE LINE.  A STANDARD
 JW0338'DISK, STAMPED L 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JW0338
 JW0338                          STATION RECOVERY (2000)
 JW0338
 JW0338'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (WDK)
 JW0338'THE STATION IS 11.6 KM (7.25 MI) WEST-NORTHWEST OF JUNCTION, 3.9 KM
 JW0338'(2.45 MI) SOUTHEAST OF NEW CREEK AND IN THE TOWNSHIP OF RIDGEVILLE
 JW0338'ON HIGHWAY RIGHT-OF-WAY.
 JW0338'
 JW0338'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 220
 JW0338'AND STATE HIGHWAY 28 IN JUNCTION, GO NORTHWEST ON HIGHWAYS 50
 JW0338'AND 220 FOR 13.5 KM (8.4 MI) TO A POND ON THE LEFT AND THE STATION ON
 JW0338'THE RIGHT.
 JW0338'
 JW0338'THE STATION IS 34.75 M (114 FT) WEST-NORTHWEST OF UTILITY POLE
 JW0338'NUMBER 1, 31.1 M (102 FT) EAST OF UTILITY POLE NUMBER 125, 9.15 M (30
 JW0338'FT)
 JW0338'NORTHEAST OF THE CENTERLINE OF HIGHWAYS 50 AND 220 AND 7.6 M (25
 JW0338'FT) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY MONUMENT.  THE STATION IS
 JW0338'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2145 ***********************************************************************
 GX2145  DESIGNATION -  L 180
 GX2145  PID         -  GX2145
 GX2145  STATE/COUNTY-  WV/WYOMING
 GX2145  USGS QUAD   -  MATHENY (1976)
 GX2145
 GX2145                         *CURRENT SURVEY CONTROL
 GX2145  ___________________________________________________________________
 GX2145* NAD 83(1986)-  37 44 53.     (N)    081 34 08.     (W)     SCALED    
 GX2145* NAVD 88     -       507.160  (meters)    1663.91   (feet)  ADJUSTED  
 GX2145  ___________________________________________________________________
 GX2145  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX2145  DYNAMIC HT  -         506.754 (meters)    1662.58  (feet)  COMP
 GX2145  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 GX2145
 GX2145  VERT ORDER  -  SECOND    CLASS 0
 GX2145
 GX2145.The horizontal coordinates were scaled from a topographic map and have
 GX2145.an estimated accuracy of +/- 6 seconds.
 GX2145
 GX2145.The orthometric height was determined by differential leveling
 GX2145.and adjusted by the National Geodetic Survey in June 1991..
 GX2145
 GX2145.The geoid height was determined by GEOID03.
 GX2145
 GX2145.The dynamic height is computed by dividing the NAVD 88
 GX2145.geopotential number by the normal gravity value computed on the
 GX2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2145.degrees latitude (g = 980.6199 gals.).
 GX2145
 GX2145.The modeled gravity was interpolated from observed gravity values.
 GX2145
 GX2145;                    North         East    Units  Estimated Accuracy
 GX2145;SPC WV S     -    83,180.      549,870.      MT  (+/- 180 meters Scaled)
 GX2145
 GX2145                          SUPERSEDED SURVEY CONTROL
 GX2145
 GX2145  NGVD 29 (??/??/92)  507.312  (m)         1664.41   (f) ADJ UNCH    2 0
 GX2145
 GX2145.Superseded values are not recommended for survey control.
 GX2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2145.See file dsdata.txt to determine how the superseded data were derived.
 GX2145
 GX2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB498780(NAD 83)
 GX2145_MARKER: DB = BENCH MARK DISK
 GX2145_SETTING: 66 = SET IN ROCK OUTCROP
 GX2145_SP_SET: ROCK CUT
 GX2145_STAMPING: L 180 1958
 GX2145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2145+STABILITY: POSITION/ELEVATION WELL
 GX2145
 GX2145  HISTORY     - Date     Condition        Report By
 GX2145  HISTORY     - 1958     MONUMENTED       CGS
 GX2145
 GX2145                          STATION DESCRIPTION
 GX2145
 GX2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2145'0.6 MI NE FROM KOPPERSTON.
 GX2145'ABOUT 0.6 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GX2145'AT KOPPERSTON, AT A 35-FOOT BRIDGE OVER TONEY FORK AND UNDER
 GX2145'AN OLD DIM ROAD LEADING SOUTHWEST PARALLEL TO THE BLACK TOP
 GX2145'ROAD, SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK CUT ON THE
 GX2145'SOUTHEAST EDGE OF THE OLD DIM ROAD, 1 1/2 FEET ABOVE THE GROUND,
 GX2145'91 FEET SOUTHEAST OF AND ACROSS TONEY FORK FROM THE CENTER LINE
 GX2145'OF THE BLACK TOP ROAD, 12 FEET SOUTHWEST OF THE PROLONGATION
 GX2145'OF THE CENTER LINE OF THE BRIDGE, 21 FEET SOUTHWEST OF THE
 GX2145'NORTHEAST END OF THE ROCK, AND ABOUT 4 FEET ABOVE THE LEVEL
 GX2145'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1217 ***********************************************************************
 GX1217  DESIGNATION -  L 181
 GX1217  PID         -  GX1217
 GX1217  STATE/COUNTY-  WV/WYOMING
 GX1217  USGS QUAD   -  MC GRAWS (1976)
 GX1217
 GX1217                         *CURRENT SURVEY CONTROL
 GX1217  ___________________________________________________________________
 GX1217* NAD 83(1986)-  37 37 36.     (N)    081 23 18.     (W)     SCALED    
 GX1217* NAVD 88     -       497.423  (meters)    1631.96   (feet)  ADJUSTED  
 GX1217  ___________________________________________________________________
 GX1217  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX1217  DYNAMIC HT  -         497.022 (meters)    1630.65  (feet)  COMP
 GX1217  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 GX1217
 GX1217  VERT ORDER  -  SECOND    CLASS 0
 GX1217
 GX1217.The horizontal coordinates were scaled from a topographic map and have
 GX1217.an estimated accuracy of +/- 6 seconds.
 GX1217
 GX1217.The orthometric height was determined by differential leveling
 GX1217.and adjusted by the National Geodetic Survey in June 1991..
 GX1217
 GX1217.The geoid height was determined by GEOID03.
 GX1217
 GX1217.The dynamic height is computed by dividing the NAVD 88
 GX1217.geopotential number by the normal gravity value computed on the
 GX1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1217.degrees latitude (g = 980.6199 gals.).
 GX1217
 GX1217.The modeled gravity was interpolated from observed gravity values.
 GX1217
 GX1217;                    North         East    Units  Estimated Accuracy
 GX1217;SPC WV S     -    69,630.      565,720.      MT  (+/- 180 meters Scaled)
 GX1217
 GX1217                          SUPERSEDED SURVEY CONTROL
 GX1217
 GX1217  NGVD 29 (??/??/92)  497.585  (m)         1632.49   (f) ADJ UNCH    2 0
 GX1217
 GX1217.Superseded values are not recommended for survey control.
 GX1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1217.See file dsdata.txt to determine how the superseded data were derived.
 GX1217
 GX1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB657644(NAD 83)
 GX1217_MARKER: DB = BENCH MARK DISK
 GX1217_SETTING: 66 = SET IN ROCK OUTCROP
 GX1217_SP_SET: ROCK CUT
 GX1217_STAMPING: L 181 1958
 GX1217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1217+STABILITY: POSITION/ELEVATION WELL
 GX1217
 GX1217  HISTORY     - Date     Condition        Report By
 GX1217  HISTORY     - 1958     MONUMENTED       CGS
 GX1217
 GX1217                          STATION DESCRIPTION
 GX1217
 GX1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1217'1 MI SE FROM MABEN.
 GX1217'ABOUT 1.05 MILES SOUTHEAST ALONG A BLACK TOP ROAD TO MULLENS FROM
 GX1217'THE POST OFFICE AT MABEN, AT THE SOUTHEAST EDGE OF PIERPOINT,
 GX1217'ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING SOUTH AND
 GX1217'WEST, ON THE NORTH SLOPE OF A LONG CROOKED GRADE, SET VERTICALLY
 GX1217'IN THE WEST FACE OF A ROCK CUT, 15 FEET EAST OF CENTER LINE OF
 GX1217'ROAD, 240 FEET SOUTH OF THE NORTH END OF THE CUT, AND ABOUT
 GX1217'2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1344 ***********************************************************************
 GX1344  DESIGNATION -  L 182
 GX1344  PID         -  GX1344
 GX1344  STATE/COUNTY-  WV/MCDOWELL
 GX1344  USGS QUAD   -  ANAWALT (1977)
 GX1344
 GX1344                         *CURRENT SURVEY CONTROL
 GX1344  ___________________________________________________________________
 GX1344* NAD 83(1986)-  37 20 40.     (N)    081 26 25.     (W)     SCALED    
 GX1344* NAVD 88     -       507.900  (meters)    1666.34   (feet)  ADJUSTED  
 GX1344  ___________________________________________________________________
 GX1344  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GX1344  DYNAMIC HT  -         507.459 (meters)    1664.89  (feet)  COMP
 GX1344  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 GX1344
 GX1344  VERT ORDER  -  SECOND    CLASS 0
 GX1344
 GX1344.The horizontal coordinates were scaled from a topographic map and have
 GX1344.an estimated accuracy of +/- 6 seconds.
 GX1344
 GX1344.The orthometric height was determined by differential leveling
 GX1344.and adjusted by the National Geodetic Survey in June 1991..
 GX1344
 GX1344.The geoid height was determined by GEOID03.
 GX1344
 GX1344.The dynamic height is computed by dividing the NAVD 88
 GX1344.geopotential number by the normal gravity value computed on the
 GX1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1344.degrees latitude (g = 980.6199 gals.).
 GX1344
 GX1344.The modeled gravity was interpolated from observed gravity values.
 GX1344
 GX1344;                    North         East    Units  Estimated Accuracy
 GX1344;SPC WV S     -    38,320.      560,990.      MT  (+/- 180 meters Scaled)
 GX1344
 GX1344                          SUPERSEDED SURVEY CONTROL
 GX1344
 GX1344  NGVD 29 (??/??/92)  508.031  (m)         1666.77   (f) ADJ UNCH    2 0
 GX1344
 GX1344.Superseded values are not recommended for survey control.
 GX1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1344.See file dsdata.txt to determine how the superseded data were derived.
 GX1344
 GX1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB610331(NAD 83)
 GX1344_MARKER: DB = BENCH MARK DISK
 GX1344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1344_SP_SET: CULVERT
 GX1344_STAMPING: L 182 1958
 GX1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1344
 GX1344  HISTORY     - Date     Condition        Report By
 GX1344  HISTORY     - 1958     MONUMENTED       CGS
 GX1344
 GX1344                          STATION DESCRIPTION
 GX1344
 GX1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1344'0.8 MI NW FROM ANAWALT.
 GX1344'ABOUT 0.8 MILE NORTHWEST ALONG STATE HIGHWAY 85 FROM THE POST
 GX1344'OFFICE AT ANAWALT, AT THE JUNCTION OF A NARROW ROAD LEADING WEST,
 GX1344'15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE
 GX1344'SOUTH END OF THE WEST CONCRETE HEAD WALL OF A 8-FOOT STONE BOX
 GX1344'CULVERT, 1 FOOT NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT
 GX1344'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1180 ***********************************************************************
 GX1180  DESIGNATION -  L 183
 GX1180  PID         -  GX1180
 GX1180  STATE/COUNTY-  WV/RALEIGH
 GX1180  USGS QUAD   -  ECCLES (1989)
 GX1180
 GX1180                         *CURRENT SURVEY CONTROL
 GX1180  ___________________________________________________________________
 GX1180* NAD 83(1986)-  37 45 23.     (N)    081 18 41.     (W)     SCALED    
 GX1180* NAVD 88     -       603.785  (meters)    1980.92   (feet)  ADJUSTED  
 GX1180  ___________________________________________________________________
 GX1180  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX1180  DYNAMIC HT  -         603.296 (meters)    1979.31  (feet)  COMP
 GX1180  MODELED GRAV-     979,799.0   (mgal)                       NAVD 88
 GX1180
 GX1180  VERT ORDER  -  SECOND    CLASS 0
 GX1180
 GX1180.The horizontal coordinates were scaled from a topographic map and have
 GX1180.an estimated accuracy of +/- 6 seconds.
 GX1180
 GX1180.The orthometric height was determined by differential leveling
 GX1180.and adjusted by the National Geodetic Survey in June 1991..
 GX1180
 GX1180.The geoid height was determined by GEOID03.
 GX1180
 GX1180.The dynamic height is computed by dividing the NAVD 88
 GX1180.geopotential number by the normal gravity value computed on the
 GX1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1180.degrees latitude (g = 980.6199 gals.).
 GX1180
 GX1180.The modeled gravity was interpolated from observed gravity values.
 GX1180
 GX1180;                    North         East    Units  Estimated Accuracy
 GX1180;SPC WV S     -    84,000.      572,560.      MT  (+/- 180 meters Scaled)
 GX1180
 GX1180                          SUPERSEDED SURVEY CONTROL
 GX1180
 GX1180  NGVD 29 (??/??/92)  603.949  (m)         1981.46   (f) ADJ UNCH    2 0
 GX1180
 GX1180.Superseded values are not recommended for survey control.
 GX1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1180.See file dsdata.txt to determine how the superseded data were derived.
 GX1180
 GX1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB725788(NAD 83)
 GX1180_MARKER: DB = BENCH MARK DISK
 GX1180_SETTING: 66 = SET IN ROCK OUTCROP
 GX1180_SP_SET: ROCK
 GX1180_STAMPING: L 183 1958
 GX1180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1180+STABILITY: POSITION/ELEVATION WELL
 GX1180
 GX1180  HISTORY     - Date     Condition        Report By
 GX1180  HISTORY     - 1958     MONUMENTED       CGS
 GX1180
 GX1180                          STATION DESCRIPTION
 GX1180
 GX1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1180'1.2 MI S FROM SURVEYOR.
 GX1180'ABOUT 1.15 MILES SOUTH ALONG A BLACK TOP ROAD TO LESTER FROM TRAP
 GX1180'HILL HIGH SCHOOL AT SURVEYOR, ABOUT 75 YARDS NORTH OF THE JUNCTION
 GX1180'OF A GRADED ROAD LEADING SOUTHWEST, SET VERTICALLY IN THE
 GX1180'NORTHWEST FACE OF A ROCK THAT PROJECTS OUT OF THE FACE OF A ROCK
 GX1180'CUT, 21 FEET EAST OF CENTER LINE OF ROAD, 42 FEET NORTH OF POWER
 GX1180'POLE 845 D 14 AT THE SOUTH END OF THE CUT, AND ABOUT 3 FEET ABOVE
 GX1180'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2042 ***********************************************************************
 GX2042  DESIGNATION -  L 184
 GX2042  PID         -  GX2042
 GX2042  STATE/COUNTY-  WV/MCDOWELL
 GX2042  USGS QUAD   -  GARY (1977)
 GX2042
 GX2042                         *CURRENT SURVEY CONTROL
 GX2042  ___________________________________________________________________
 GX2042* NAD 83(1986)-  37 18 42.     (N)    081 32 37.     (W)     SCALED    
 GX2042* NAVD 88     -       545.825  (meters)    1790.76   (feet)  ADJUSTED  
 GX2042  ___________________________________________________________________
 GX2042  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GX2042  DYNAMIC HT  -         545.361 (meters)    1789.24  (feet)  COMP
 GX2042  MODELED GRAV-     979,763.7   (mgal)                       NAVD 88
 GX2042
 GX2042  VERT ORDER  -  SECOND    CLASS 0
 GX2042
 GX2042.The horizontal coordinates were scaled from a topographic map and have
 GX2042.an estimated accuracy of +/- 6 seconds.
 GX2042
 GX2042.The orthometric height was determined by differential leveling
 GX2042.and adjusted by the National Geodetic Survey in June 1991..
 GX2042
 GX2042.The geoid height was determined by GEOID03.
 GX2042
 GX2042.The dynamic height is computed by dividing the NAVD 88
 GX2042.geopotential number by the normal gravity value computed on the
 GX2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2042.degrees latitude (g = 980.6199 gals.).
 GX2042
 GX2042.The modeled gravity was interpolated from observed gravity values.
 GX2042
 GX2042;                    North         East    Units  Estimated Accuracy
 GX2042;SPC WV S     -    34,730.      551,810.      MT  (+/- 180 meters Scaled)
 GX2042
 GX2042                          SUPERSEDED SURVEY CONTROL
 GX2042
 GX2042  NGVD 29 (??/??/92)  545.972  (m)         1791.24   (f) ADJ UNCH    2 0
 GX2042
 GX2042.Superseded values are not recommended for survey control.
 GX2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2042.See file dsdata.txt to determine how the superseded data were derived.
 GX2042
 GX2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB518295(NAD 83)
 GX2042_MARKER: DB = BENCH MARK DISK
 GX2042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2042_SP_SET: PIER BASE
 GX2042_STAMPING: L 184 1958
 GX2042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2042
 GX2042  HISTORY     - Date     Condition        Report By
 GX2042  HISTORY     - 1958     MONUMENTED       CGS
 GX2042
 GX2042                          STATION DESCRIPTION
 GX2042
 GX2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2042'0.5 MI SE FROM FILBERT.
 GX2042'0.5 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX2042'AT FILBERT, AT THE JUNCTION OF A BLACK TOP STREET LEADING
 GX2042'NORTHEAST AND A BLACK TOP ROAD LEADING SOUTHEAST, IN TOP OF THE
 GX2042'SOUTHEAST END OF THE CONCRETE BASE FOR THE NORTHEAST LEG OF THE
 GX2042'NORTHEAST PIER UNDER A MINE RAILROAD TRACK OVERPASS, 15 FEET
 GX2042'NORTHEAST OF THE CENTER LINE OF THE ROAD, 45 FEET NORTHWEST
 GX2042'OF THE CENTER LINE OF THE STREET, 0.3 FOOT NORTHWEST OF THE
 GX2042'SOUTHEAST END OF THE BASE, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 GX2042'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2249 ***********************************************************************
 HX2249  DESIGNATION -  L 185
 HX2249  PID         -  HX2249
 HX2249  STATE/COUNTY-  WV/BOONE
 HX2249  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2249
 HX2249                         *CURRENT SURVEY CONTROL
 HX2249  ___________________________________________________________________
 HX2249* NAD 83(1986)-  38 00 15.     (N)    081 44 52.     (W)     SCALED    
 HX2249* NAVD 88     -       235.207  (meters)     771.67   (feet)  ADJUSTED  
 HX2249  ___________________________________________________________________
 HX2249  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HX2249  DYNAMIC HT  -         235.035 (meters)     771.11  (feet)  COMP
 HX2249  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 HX2249
 HX2249  VERT ORDER  -  SECOND    CLASS 0
 HX2249
 HX2249.The horizontal coordinates were scaled from a topographic map and have
 HX2249.an estimated accuracy of +/- 6 seconds.
 HX2249
 HX2249.The orthometric height was determined by differential leveling
 HX2249.and adjusted by the National Geodetic Survey in June 1991..
 HX2249
 HX2249.The geoid height was determined by GEOID03.
 HX2249
 HX2249.The dynamic height is computed by dividing the NAVD 88
 HX2249.geopotential number by the normal gravity value computed on the
 HX2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2249.degrees latitude (g = 980.6199 gals.).
 HX2249
 HX2249.The modeled gravity was interpolated from observed gravity values.
 HX2249
 HX2249;                    North         East    Units  Estimated Accuracy
 HX2249;SPC WV S     -   111,720.      534,330.      MT  (+/- 180 meters Scaled)
 HX2249
 HX2249                          SUPERSEDED SURVEY CONTROL
 HX2249
 HX2249  NGVD 29 (??/??/92)  235.412  (m)          772.35   (f) ADJ UNCH    2 0
 HX2249
 HX2249.Superseded values are not recommended for survey control.
 HX2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2249.See file dsdata.txt to determine how the superseded data were derived.
 HX2249
 HX2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC343065(NAD 83)
 HX2249_MARKER: DB = BENCH MARK DISK
 HX2249_SETTING: 66 = SET IN ROCK OUTCROP
 HX2249_SP_SET: ROCK CUT
 HX2249_STAMPING: L 185 1958
 HX2249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2249+STABILITY: POSITION/ELEVATION WELL
 HX2249
 HX2249  HISTORY     - Date     Condition        Report By
 HX2249  HISTORY     - 1958     MONUMENTED       CGS
 HX2249  HISTORY     - 1973     GOOD             LOCENG
 HX2249
 HX2249                          STATION DESCRIPTION
 HX2249
 HX2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2249'4.3 MI NW FROM VAN.
 HX2249'ABOUT 4.3 MILES NORTHWEST ALONG STATE HIGHWAY 79 FROM THE
 HX2249'JUNCTION OF STATE HIGHWAY 78 AT VAN, SET VERTICALLY IN THE
 HX2249'SOUTH FACE OF LAYER OF MORE SOLID SHALE AT THE BOTTOM OF A
 HX2249'15-FOOT HIGH SHALE ROCK CUT, 1 FOOT ABOVE THE GROUND, 5 1/2
 HX2249'FEET ABOVE THE BOTTOM OF A 15-FOOT HIGH SHALE ROCK CUT, 1 FOOT
 HX2249'ABOVE THE GROUND, 5 1/2 FEET ABOVE THE BOTTOM OF DITCH, ABOUT
 HX2249'25 YARDS EAST OF THE EAST END OF A CURVE WITH TANGENTS EXTENDING
 HX2249'EAST AND NORTHWEST, 22 FEET NORTHWET OF CENTER LINE OF HIGHWAY,
 HX2249'93 FEET WEST-NORTHWEST OF AND ACROSS THE HIGHWAY DIAGONALLY FROM
 HX2249'POWER LINE AND CABLE LINE POLE 571-B 2, 67 FEET EAST OF THE
 HX2249'CENTER OF THE NORTH END OF A 15-INCH PIPE CULVERT WITH
 HX2249'CONCRETE HEAD WALL, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE
 HX2249'HIGHWAY.
 HX2249
 HX2249                          STATION RECOVERY (1973)
 HX2249
 HX2249'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2316 ***********************************************************************
 GX2316  DESIGNATION -  L 186
 GX2316  PID         -  GX2316
 GX2316  STATE/COUNTY-  WV/BOONE
 GX2316  USGS QUAD   -  WHARTON (1988)
 GX2316
 GX2316                         *CURRENT SURVEY CONTROL
 GX2316  ___________________________________________________________________
 GX2316* NAD 83(1986)-  37 59 29.     (N)    081 40 48.     (W)     SCALED    
 GX2316* NAVD 88     -       297.260  (meters)     975.26   (feet)  ADJUSTED  
 GX2316  ___________________________________________________________________
 GX2316  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GX2316  DYNAMIC HT  -         297.038 (meters)     974.53  (feet)  COMP
 GX2316  MODELED GRAV-     979,875.8   (mgal)                       NAVD 88
 GX2316
 GX2316  VERT ORDER  -  SECOND    CLASS 0
 GX2316
 GX2316.The horizontal coordinates were scaled from a topographic map and have
 GX2316.an estimated accuracy of +/- 6 seconds.
 GX2316
 GX2316.The orthometric height was determined by differential leveling
 GX2316.and adjusted by the National Geodetic Survey in June 1991..
 GX2316
 GX2316.The geoid height was determined by GEOID03.
 GX2316
 GX2316.The dynamic height is computed by dividing the NAVD 88
 GX2316.geopotential number by the normal gravity value computed on the
 GX2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2316.degrees latitude (g = 980.6199 gals.).
 GX2316
 GX2316.The modeled gravity was interpolated from observed gravity values.
 GX2316
 GX2316;                    North         East    Units  Estimated Accuracy
 GX2316;SPC WV S     -   110,250.      540,270.      MT  (+/- 180 meters Scaled)
 GX2316
 GX2316                          SUPERSEDED SURVEY CONTROL
 GX2316
 GX2316  NGVD 29 (??/??/92)  297.457  (m)          975.91   (f) ADJ UNCH    2 0
 GX2316
 GX2316.Superseded values are not recommended for survey control.
 GX2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2316.See file dsdata.txt to determine how the superseded data were derived.
 GX2316
 GX2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC402050(NAD 83)
 GX2316_MARKER: DB = BENCH MARK DISK
 GX2316_SETTING: 66 = SET IN ROCK OUTCROP
 GX2316_SP_SET: ROCK CUT
 GX2316_STAMPING: L 186 1958
 GX2316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2316+STABILITY: POSITION/ELEVATION WELL
 GX2316
 GX2316  HISTORY     - Date     Condition        Report By
 GX2316  HISTORY     - 1958     MONUMENTED       CGS
 GX2316
 GX2316                          STATION DESCRIPTION
 GX2316
 GX2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2316'2.8 MI NE FROM VAN.
 GX2316'ABOUT 0.95 MILE EAST AND NORTH ALONG STATE HIGHWAY 78 FROM THE
 GX2316'JUNCTION OF STATE HIGHWAY 79 AT VAN, THENCE 1.9 MILES NORTHEAST
 GX2316'ALONG A BLACK TOP ROAD ALONG WHITES BRANCH TO WILLIAMS, 0.6
 GX2316'MILE NORTHEAST OF A SMALL CONCRETE BRIDGE OVER INDIAN HOLLOW,
 GX2316'SET VERTICALLY IN THE EAST FACE OF A 10-FOOT HIGH ROCK CUT,
 GX2316'1 FOOT ABOVE THE GROUND, 22 1/2 FEET NORTHWEST OF THE CENTER
 GX2316'LINE OF THE ROAD, 41 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 GX2316'JUNCTION OF A ROAD LEADING THRU A FORD ACROSS WHITES BRANCH
 GX2316'TO A SMALL HOUSE AT THE MOUTH OF A SMALL HOLLOW, ABOUT 15-YARDS
 GX2316'SOUTH OF WHAT NOW APPEARS AS THE NORTH END OF CUT, AND ABOUT
 GX2316'2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2384 ***********************************************************************
 GX2384  DESIGNATION -  L 187
 GX2384  PID         -  GX2384
 GX2384  STATE/COUNTY-  WV/BOONE
 GX2384  USGS QUAD   -  CLOTHIER (1989)
 GX2384
 GX2384                         *CURRENT SURVEY CONTROL
 GX2384  ___________________________________________________________________
 GX2384* NAD 83(1986)-  37 57 03.     (N)    081 47 23.     (W)     SCALED    
 GX2384* NAVD 88     -       260.205  (meters)     853.69   (feet)  ADJUSTED  
 GX2384  ___________________________________________________________________
 GX2384  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GX2384  DYNAMIC HT  -         260.014 (meters)     853.06  (feet)  COMP
 GX2384  MODELED GRAV-     979,891.5   (mgal)                       NAVD 88
 GX2384
 GX2384  VERT ORDER  -  SECOND    CLASS 0
 GX2384
 GX2384.The horizontal coordinates were scaled from a topographic map and have
 GX2384.an estimated accuracy of +/- 6 seconds.
 GX2384
 GX2384.The orthometric height was determined by differential leveling
 GX2384.and adjusted by the National Geodetic Survey in June 1991..
 GX2384
 GX2384.The geoid height was determined by GEOID03.
 GX2384
 GX2384.The dynamic height is computed by dividing the NAVD 88
 GX2384.geopotential number by the normal gravity value computed on the
 GX2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2384.degrees latitude (g = 980.6199 gals.).
 GX2384
 GX2384.The modeled gravity was interpolated from observed gravity values.
 GX2384
 GX2384;                    North         East    Units  Estimated Accuracy
 GX2384;SPC WV S     -   105,830.      530,600.      MT  (+/- 180 meters Scaled)
 GX2384
 GX2384                          SUPERSEDED SURVEY CONTROL
 GX2384
 GX2384  NGVD 29 (??/??/92)  260.418  (m)          854.39   (f) ADJ UNCH    2 0
 GX2384
 GX2384.Superseded values are not recommended for survey control.
 GX2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2384.See file dsdata.txt to determine how the superseded data were derived.
 GX2384
 GX2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC306006(NAD 83)
 GX2384_MARKER: DB = BENCH MARK DISK
 GX2384_SETTING: 66 = SET IN ROCK OUTCROP
 GX2384_SP_SET: ROCK LAYER
 GX2384_STAMPING: L 187 1958
 GX2384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2384+STABILITY: POSITION/ELEVATION WELL
 GX2384
 GX2384  HISTORY     - Date     Condition        Report By
 GX2384  HISTORY     - 1958     MONUMENTED       CGS
 GX2384
 GX2384                          STATION DESCRIPTION
 GX2384
 GX2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2384'2 MI E FROM CLOTHIER.
 GX2384'ABOUT 1.95 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX2384'THE STATION AT CLOTHIER, 70 YARDS WEST OF MILE POST 2, SET
 GX2384'VERTICALLY IN THE SOUTH FACE OF A 2-FOOT HIGH LAYER OF ROCK IN
 GX2384'22-FOOT HIGH CUT WITH OVERHANGING TOP LAYER OF ROCK, 2 FEET
 GX2384'ABOVE THE GROUND, 13 FEET NORTH OF THE NORTH RAIL, 58 1/2 FEET
 GX2384'EAST OF THE NORTH END OF A 24-INCH PIPE CULVERT, AND ABOUT 1
 GX2384'FOOT ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2113 ***********************************************************************
 GX2113  DESIGNATION -  L 188
 GX2113  PID         -  GX2113
 GX2113  STATE/COUNTY-  WV/BOONE
 GX2113  USGS QUAD   -  WHARTON (1988)
 GX2113
 GX2113                         *CURRENT SURVEY CONTROL
 GX2113  ___________________________________________________________________
 GX2113* NAD 83(1986)-  37 57 59.     (N)    081 43 09.     (W)     SCALED    
 GX2113* NAVD 88     -       262.878  (meters)     862.46   (feet)  ADJUSTED  
 GX2113  ___________________________________________________________________
 GX2113  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GX2113  DYNAMIC HT  -         262.686 (meters)     861.83  (feet)  COMP
 GX2113  MODELED GRAV-     979,894.5   (mgal)                       NAVD 88
 GX2113
 GX2113  VERT ORDER  -  SECOND    CLASS 0
 GX2113
 GX2113.The horizontal coordinates were scaled from a topographic map and have
 GX2113.an estimated accuracy of +/- 6 seconds.
 GX2113
 GX2113.The orthometric height was determined by differential leveling
 GX2113.and adjusted by the National Geodetic Survey in June 1991..
 GX2113
 GX2113.The geoid height was determined by GEOID03.
 GX2113
 GX2113.The dynamic height is computed by dividing the NAVD 88
 GX2113.geopotential number by the normal gravity value computed on the
 GX2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2113.degrees latitude (g = 980.6199 gals.).
 GX2113
 GX2113.The modeled gravity was interpolated from observed gravity values.
 GX2113
 GX2113;                    North         East    Units  Estimated Accuracy
 GX2113;SPC WV S     -   107,500.      536,810.      MT  (+/- 180 meters Scaled)
 GX2113
 GX2113                          SUPERSEDED SURVEY CONTROL
 GX2113
 GX2113  NGVD 29 (??/??/92)  263.084  (m)          863.13   (f) ADJ UNCH    2 0
 GX2113
 GX2113.Superseded values are not recommended for survey control.
 GX2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2113.See file dsdata.txt to determine how the superseded data were derived.
 GX2113
 GX2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC368023(NAD 83)
 GX2113_MARKER: DB = BENCH MARK DISK
 GX2113_SETTING: 66 = SET IN ROCK OUTCROP
 GX2113_SP_SET: ROCK CUT
 GX2113_STAMPING: L 188 1958
 GX2113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2113+STABILITY: POSITION/ELEVATION WELL
 GX2113
 GX2113  HISTORY     - Date     Condition        Report By
 GX2113  HISTORY     - 1958     MONUMENTED       CGS
 GX2113  HISTORY     - 1973     GOOD             LOCENG
 GX2113
 GX2113                          STATION DESCRIPTION
 GX2113
 GX2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2113'0.8 MI SE FROM VAN.
 GX2113'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE JUNCTION
 GX2113'OF STATE HIGHWAY 78 AT VAN, SET VERTICALLY IN THE UNEVEN
 GX2113'EAST-SOUTHEAST FACE AND BELOW SMOOTH ROCK OF 18-FOOT HIGH ROCK
 GX2113'CUT, 29 FEET NORTH-NORTHWEST OF CENTER LINE OF HIGHWAY AND ON
 GX2113'THE OUTSIDE OF A CURVE, 34 YARDS NORTH OF THE SOUTH END OF THE
 GX2113'CUT, 2 FEET ABOVE THE GROUND, AND ABOUT 5 FEET ABOVE THE LEVEL
 GX2113'OF THE HIGHWAY.
 GX2113
 GX2113                          STATION RECOVERY (1973)
 GX2113
 GX2113'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2376 ***********************************************************************
 GX2376  DESIGNATION -  L 189
 GX2376  PID         -  GX2376
 GX2376  STATE/COUNTY-  WV/LOGAN
 GX2376  USGS QUAD   -  PILOT KNOB (1989)
 GX2376
 GX2376                         *CURRENT SURVEY CONTROL
 GX2376  ___________________________________________________________________
 GX2376* NAD 83(1986)-  37 47 47.     (N)    081 37 20.     (W)     SCALED    
 GX2376* NAVD 88     -       617.767  (meters)    2026.79   (feet)  ADJUSTED  
 GX2376  ___________________________________________________________________
 GX2376  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX2376  DYNAMIC HT  -         617.292 (meters)    2025.23  (feet)  COMP
 GX2376  MODELED GRAV-     979,839.0   (mgal)                       NAVD 88
 GX2376
 GX2376  VERT ORDER  -  SECOND    CLASS 0
 GX2376
 GX2376.The horizontal coordinates were scaled from a topographic map and have
 GX2376.an estimated accuracy of +/- 6 seconds.
 GX2376
 GX2376.The orthometric height was determined by differential leveling
 GX2376.and adjusted by the National Geodetic Survey in June 1991..
 GX2376
 GX2376.The geoid height was determined by GEOID03.
 GX2376
 GX2376.The dynamic height is computed by dividing the NAVD 88
 GX2376.geopotential number by the normal gravity value computed on the
 GX2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2376.degrees latitude (g = 980.6199 gals.).
 GX2376
 GX2376.The modeled gravity was interpolated from observed gravity values.
 GX2376
 GX2376;                    North         East    Units  Estimated Accuracy
 GX2376;SPC WV S     -    88,570.      545,200.      MT  (+/- 180 meters Scaled)
 GX2376
 GX2376                          SUPERSEDED SURVEY CONTROL
 GX2376
 GX2376  NGVD 29 (??/??/92)  617.943  (m)         2027.37   (f) ADJ UNCH    2 0
 GX2376
 GX2376.Superseded values are not recommended for survey control.
 GX2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2376.See file dsdata.txt to determine how the superseded data were derived.
 GX2376
 GX2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB452834(NAD 83)
 GX2376_MARKER: DB = BENCH MARK DISK
 GX2376_SETTING: 66 = SET IN ROCK OUTCROP
 GX2376_SP_SET: CLIFF
 GX2376_STAMPING: L 189 1958
 GX2376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2376+STABILITY: POSITION/ELEVATION WELL
 GX2376
 GX2376  HISTORY     - Date     Condition        Report By
 GX2376  HISTORY     - 1958     MONUMENTED       CGS
 GX2376
 GX2376                          STATION DESCRIPTION
 GX2376
 GX2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2376'1.8 MI SW FROM ECHART.
 GX2376'ABOUT 1.75 MILES SOUTHWEST ALONG A FOOT PATH LEADING ACROSS A
 GX2376'MOUNTAIN TO SAUNDERS, 330 YARDS NORTHEAST OF A FORK IN CREEK,
 GX2376'SET VERTICALLY IN THE SOUTHEAST INWARD CURVED 2 1/2-FOOT HIGH
 GX2376'SMOOTH FACE OF A 6-FOOT HIGH AND 20-FOOT WIDE CLIFF, 7.6 FEET
 GX2376'NORTHWEST OF THE CENTER LINE OF ROAD, 15 FEET WEST OF THE CENTER
 GX2376'OF A LOG BRIDGE OVER A CREEK BRANCH, NEAR THE CENTER OF CLIFF AND
 GX2376'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2371 ***********************************************************************
 GX2371  DESIGNATION -  L 190
 GX2371  PID         -  GX2371
 GX2371  STATE/COUNTY-  WV/LOGAN
 GX2371  USGS QUAD   -  LORADO (1989)
 GX2371
 GX2371                         *CURRENT SURVEY CONTROL
 GX2371  ___________________________________________________________________
 GX2371* NAD 83(1986)-  37 48 15.     (N)    081 40 57.     (W)     SCALED    
 GX2371* NAVD 88     -       423.233  (meters)    1388.56   (feet)  ADJUSTED  
 GX2371  ___________________________________________________________________
 GX2371  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GX2371  DYNAMIC HT  -         422.909 (meters)    1387.49  (feet)  COMP
 GX2371  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 GX2371
 GX2371  VERT ORDER  -  SECOND    CLASS 0
 GX2371
 GX2371.The horizontal coordinates were scaled from a topographic map and have
 GX2371.an estimated accuracy of +/- 6 seconds.
 GX2371
 GX2371.The orthometric height was determined by differential leveling
 GX2371.and adjusted by the National Geodetic Survey in June 1991..
 GX2371
 GX2371.The geoid height was determined by GEOID03.
 GX2371
 GX2371.The dynamic height is computed by dividing the NAVD 88
 GX2371.geopotential number by the normal gravity value computed on the
 GX2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2371.degrees latitude (g = 980.6199 gals.).
 GX2371
 GX2371.The modeled gravity was interpolated from observed gravity values.
 GX2371
 GX2371;                    North         East    Units  Estimated Accuracy
 GX2371;SPC WV S     -    89,470.      539,900.      MT  (+/- 180 meters Scaled)
 GX2371
 GX2371                          SUPERSEDED SURVEY CONTROL
 GX2371
 GX2371  NGVD 29 (??/??/92)  423.414  (m)         1389.15   (f) ADJ UNCH    2 0
 GX2371
 GX2371.Superseded values are not recommended for survey control.
 GX2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2371.See file dsdata.txt to determine how the superseded data were derived.
 GX2371
 GX2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB399843(NAD 83)
 GX2371_MARKER: DB = BENCH MARK DISK
 GX2371_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX2371_STAMPING: L 190 1958
 GX2371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2371
 GX2371  HISTORY     - Date     Condition        Report By
 GX2371  HISTORY     - 1958     MONUMENTED       CGS
 GX2371
 GX2371                          STATION DESCRIPTION
 GX2371
 GX2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2371'1 MI W FROM SAUNDERS.
 GX2371'ABOUT 0.95 MILE WEST ALONG A ROAD TO AMHERSTDALE FROM THE NEW
 GX2371'ZION FREEWILL BAPTIST CHURCH AT SAUNDERS, 0.2 MILE WEST OF A
 GX2371'CULVERT FOR A SMALL CREEK BRANCH LEADING NORTHEAST, NORTHEAST OF
 GX2371'AND ACROSS BUFFALO CREEK AND BLACK TOP ROAD FROM CHESAPEAKE AND
 GX2371'OHIO RAILWAY MILE POST 14, SET VERTICALLY IN THE SOUTHWEST FACE
 GX2371'OF A 1 1/2-FOOT HIGH LAYER OF ROCK, 1 FOOT ABOVE THE BOTTOM OF A
 GX2371'DITCH, 11 FEET NORTHEAST OF THE CENTER LINE OF BLACK TOP ROAD, 26
 GX2371'FEET NORTHWEST OF AND ACROSS THE BLACK TOP ROAD FROM POWER LINE
 GX2371'POLE 812 C 40, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1970 ***********************************************************************
 GX1970  DESIGNATION -  L 191
 GX1970  PID         -  GX1970
 GX1970  STATE/COUNTY-  WV/MCDOWELL
 GX1970  USGS QUAD   -  BRADSHAW (1977)
 GX1970
 GX1970                         *CURRENT SURVEY CONTROL
 GX1970  ___________________________________________________________________
 GX1970* NAD 83(1986)-  37 18 26.     (N)    081 49 41.     (W)     SCALED    
 GX1970* NAVD 88     -       470.678  (meters)    1544.22   (feet)  ADJUSTED  
 GX1970  ___________________________________________________________________
 GX1970  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GX1970  DYNAMIC HT  -         470.282 (meters)    1542.92  (feet)  COMP
 GX1970  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 GX1970
 GX1970  VERT ORDER  -  SECOND    CLASS 0
 GX1970
 GX1970.The horizontal coordinates were scaled from a topographic map and have
 GX1970.an estimated accuracy of +/- 6 seconds.
 GX1970
 GX1970.The orthometric height was determined by differential leveling
 GX1970.and adjusted by the National Geodetic Survey in June 1991..
 GX1970
 GX1970.The geoid height was determined by GEOID03.
 GX1970
 GX1970.The dynamic height is computed by dividing the NAVD 88
 GX1970.geopotential number by the normal gravity value computed on the
 GX1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1970.degrees latitude (g = 980.6199 gals.).
 GX1970
 GX1970.The modeled gravity was interpolated from observed gravity values.
 GX1970
 GX1970;                    North         East    Units  Estimated Accuracy
 GX1970;SPC WV S     -    34,430.      526,590.      MT  (+/- 180 meters Scaled)
 GX1970
 GX1970                          SUPERSEDED SURVEY CONTROL
 GX1970
 GX1970  NGVD 29 (??/??/92)  470.844  (m)         1544.76   (f) ADJ UNCH    2 0
 GX1970
 GX1970.Superseded values are not recommended for survey control.
 GX1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1970.See file dsdata.txt to determine how the superseded data were derived.
 GX1970
 GX1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB266292(NAD 83)
 GX1970_MARKER: DB = BENCH MARK DISK
 GX1970_SETTING: 66 = SET IN ROCK OUTCROP
 GX1970_SP_SET: SET IN ROCK OUTCROP
 GX1970_STAMPING: L 191 1958
 GX1970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1970+STABILITY: POSITION/ELEVATION WELL
 GX1970
 GX1970  HISTORY     - Date     Condition        Report By
 GX1970  HISTORY     - 1958     MONUMENTED       CGS
 GX1970
 GX1970                          STATION DESCRIPTION
 GX1970
 GX1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1970'4 MI SW FROM BRADSHAW.
 GX1970'2.45 MILES SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 GX1970'STATE HIGHWAY 80 AT BRADSHAW, THENCE ABOUT 1.55 MILES SOUTHWEST
 GX1970'ALONG A GRAVEL ROAD ALONG MIDDLE FORK, 0.7 MILE NORTHEAST OF
 GX1970'HAGERMAN SCHOOL, 0.3 MILE SOUTH OF A LARGE PIPE CULVERT FOR
 GX1970'MIDDLE FORK, 0.15 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING
 GX1970'WEST UP A CREEK BRANCH, 0.05 MILE SOUTH OF A LARGE PIPE CULVERT
 GX1970'ACROSS MIDDLE FORK, 22 FEET SOUTHEAST OF AND ACROSS THE DITCH FROM
 GX1970'THE CENTER LINE OF THE ROAD, IN TOP OF AND NEAR THE CENTER OF THE
 GX1970'TOP PART OF A 5-FOOT DEEP AND 10-FOOT WIDE SLANTING ROCK LEDGE
 GX1970'WITH SPRING OUTLET UNDER ITS SOUTH END, 1 FOOT EAST OF THE WEST
 GX1970'FACE OF TOP PART OF LEDGE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0722 ***********************************************************************
 GX0722  DESIGNATION -  L 192
 GX0722  PID         -  GX0722
 GX0722  STATE/COUNTY-  WV/SUMMERS
 GX0722  USGS QUAD   -  TALCOTT (1968)
 GX0722
 GX0722                         *CURRENT SURVEY CONTROL
 GX0722  ___________________________________________________________________
 GX0722* NAD 83(1986)-  37 39 10.     (N)    080 51 52.     (W)     SCALED    
 GX0722* NAVD 88     -       429.905  (meters)    1410.45   (feet)  ADJUSTED  
 GX0722  ___________________________________________________________________
 GX0722  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX0722  DYNAMIC HT  -         429.551 (meters)    1409.29  (feet)  COMP
 GX0722  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 GX0722
 GX0722  VERT ORDER  -  FIRST     CLASS II
 GX0722
 GX0722.The horizontal coordinates were scaled from a topographic map and have
 GX0722.an estimated accuracy of +/- 6 seconds.
 GX0722
 GX0722.The orthometric height was determined by differential leveling
 GX0722.and adjusted by the National Geodetic Survey in June 1991..
 GX0722
 GX0722.The geoid height was determined by GEOID03.
 GX0722
 GX0722.The dynamic height is computed by dividing the NAVD 88
 GX0722.geopotential number by the normal gravity value computed on the
 GX0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0722.degrees latitude (g = 980.6199 gals.).
 GX0722
 GX0722.The modeled gravity was interpolated from observed gravity values.
 GX0722
 GX0722;                    North         East    Units  Estimated Accuracy
 GX0722;SPC WV S     -    72,460.      611,960.      MT  (+/- 180 meters Scaled)
 GX0722
 GX0722                          SUPERSEDED SURVEY CONTROL
 GX0722
 GX0722  NGVD 29 (??/??/92)  430.071  (m)         1410.99   (f) ADJ UNCH    1 2
 GX0722
 GX0722.Superseded values are not recommended for survey control.
 GX0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0722.See file dsdata.txt to determine how the superseded data were derived.
 GX0722
 GX0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB119673(NAD 83)
 GX0722_MARKER: DB = BENCH MARK DISK
 GX0722_SETTING: 66 = SET IN ROCK OUTCROP
 GX0722_SP_SET: ROCK CUT
 GX0722_STAMPING: L 192 1958
 GX0722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0722+STABILITY: POSITION/ELEVATION WELL
 GX0722
 GX0722  HISTORY     - Date     Condition        Report By
 GX0722  HISTORY     - 1958     MONUMENTED       CGS
 GX0722
 GX0722                          STATION DESCRIPTION
 GX0722
 GX0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0722'2.6 MI SE FROM HINTON.
 GX0722'ABOUT 2.65 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0722'FROM THE STATION AT HINTON, 0.3 MILE (526 YARDS) WEST OF MILEPOST
 GX0722'354, 0.4 MILE EAST OF CONTROL TOWER MX, 19 1/2 FEET NORTH OF THE
 GX0722'NORTH RAIL OF THE NORTH TRACK, SET VERTICALLY IN THE SOUTH FACE
 GX0722'OF BOTTOM PART OF ROCK CUT, 5 1/2 FEET ABOVE THE GROUND, 93 1/2
 GX0722'FEET EAST OF THE CENTER OF TRIGGER SECTION OF ROCK FALL WARNING
 GX0722'FENCE, AND EAST END OF TALLEST PART OF SAME FENCE, NORTH-NORTHWEST
 GX0722'OF AND ACROSS THE TRACKS FROM TELEPHONE POLE E 59, AND ABOUT
 GX0722'1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2008 ***********************************************************************
 GX2008  DESIGNATION -  L 193
 GX2008  PID         -  GX2008
 GX2008  STATE/COUNTY-  WV/MCDOWELL
 GX2008  USGS QUAD   -  AMONATE (1977)
 GX2008
 GX2008                         *CURRENT SURVEY CONTROL
 GX2008  ___________________________________________________________________
 GX2008* NAD 83(1986)-  37 13 29.     (N)    081 40 06.     (W)     SCALED    
 GX2008* NAVD 88     -       621.250  (meters)    2038.22   (feet)  ADJUSTED  
 GX2008  ___________________________________________________________________
 GX2008  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX2008  DYNAMIC HT  -         620.703 (meters)    2036.42  (feet)  COMP
 GX2008  MODELED GRAV-     979,729.8   (mgal)                       NAVD 88
 GX2008
 GX2008  VERT ORDER  -  SECOND    CLASS 0
 GX2008
 GX2008.The horizontal coordinates were scaled from a topographic map and have
 GX2008.an estimated accuracy of +/- 6 seconds.
 GX2008
 GX2008.The orthometric height was determined by differential leveling
 GX2008.and adjusted by the National Geodetic Survey in June 1991..
 GX2008
 GX2008.The geoid height was determined by GEOID03.
 GX2008
 GX2008.The dynamic height is computed by dividing the NAVD 88
 GX2008.geopotential number by the normal gravity value computed on the
 GX2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2008.degrees latitude (g = 980.6199 gals.).
 GX2008
 GX2008.The modeled gravity was interpolated from observed gravity values.
 GX2008
 GX2008;                    North         East    Units  Estimated Accuracy
 GX2008;SPC WV S     -    25,160.      540,680.      MT  (+/- 180 meters Scaled)
 GX2008
 GX2008                          SUPERSEDED SURVEY CONTROL
 GX2008
 GX2008  NGVD 29 (??/??/92)  621.381  (m)         2038.65   (f) ADJ UNCH    2 0
 GX2008
 GX2008.Superseded values are not recommended for survey control.
 GX2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2008.See file dsdata.txt to determine how the superseded data were derived.
 GX2008
 GX2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB407200(NAD 83)
 GX2008_MARKER: DB = BENCH MARK DISK
 GX2008_SETTING: 66 = SET IN ROCK OUTCROP
 GX2008_SP_SET: LEDGE
 GX2008_STAMPING: L 193 1958
 GX2008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2008+STABILITY: POSITION/ELEVATION WELL
 GX2008
 GX2008  HISTORY     - Date     Condition        Report By
 GX2008  HISTORY     - 1958     MONUMENTED       CGS
 GX2008
 GX2008                          STATION DESCRIPTION
 GX2008
 GX2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2008'2.4 MI SW FROM VALLSCREEK.
 GX2008'0.2 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE OVERPASS OF THE
 GX2008'NORFOLK AND WESTERN RAILWAY AT VALLSCREEK, THENCE ABOUT 1.5 MILES
 GX2008'WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.7 MILE SOUTH  ALONG A
 GX2008'DIRT ROAD, AT A SHARP CURVE IN ROAD WITH TANGENTS EXTENDING
 GX2008'SOUTHEAST AND SOUTHWEST, AT THE JUNCTION OF A DIM ROAD LEADING
 GX2008'NORTHEAST, SET VERTICALLY IN THE SOUTH FACE OF A SMALL ROCK
 GX2008'PROJECTION IN A BANK ON THE NORTHWEST SIDE OF ROAD NORTHEAST,
 GX2008'30 FEET NORTHEAST OF CENTER LINE OF MAIN ROAD, 10 FEET NORTHWEST
 GX2008'OF CENTER LINE OF DIM ROAD AND ABOUT 2 1/2 FEET ABOVE LEVEL
 GX2008'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2030 ***********************************************************************
 GX2030  DESIGNATION -  L 194
 GX2030  PID         -  GX2030
 GX2030  STATE/COUNTY-  WV/MCDOWELL
 GX2030  USGS QUAD   -  WELCH (1976)
 GX2030
 GX2030                         *CURRENT SURVEY CONTROL
 GX2030  ___________________________________________________________________
 GX2030* NAD 83(1986)-  37 24 41.     (N)    081 34 39.     (W)     SCALED    
 GX2030* NAVD 88     -       407.276  (meters)    1336.20   (feet)  ADJUSTED  
 GX2030  ___________________________________________________________________
 GX2030  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX2030  DYNAMIC HT  -         406.938 (meters)    1335.10  (feet)  COMP
 GX2030  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 GX2030
 GX2030  VERT ORDER  -  SECOND    CLASS 0
 GX2030
 GX2030.The horizontal coordinates were scaled from a topographic map and have
 GX2030.an estimated accuracy of +/- 6 seconds.
 GX2030
 GX2030.The orthometric height was determined by differential leveling
 GX2030.and adjusted by the National Geodetic Survey in June 1991..
 GX2030
 GX2030.The geoid height was determined by GEOID03.
 GX2030
 GX2030.The dynamic height is computed by dividing the NAVD 88
 GX2030.geopotential number by the normal gravity value computed on the
 GX2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2030.degrees latitude (g = 980.6199 gals.).
 GX2030
 GX2030.The modeled gravity was interpolated from observed gravity values.
 GX2030
 GX2030;                    North         East    Units  Estimated Accuracy
 GX2030;SPC WV S     -    45,820.      548,870.      MT  (+/- 180 meters Scaled)
 GX2030
 GX2030                          SUPERSEDED SURVEY CONTROL
 GX2030
 GX2030  NGVD 29 (??/??/92)  407.437  (m)         1336.73   (f) ADJ UNCH    2 0
 GX2030
 GX2030.Superseded values are not recommended for survey control.
 GX2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2030.See file dsdata.txt to determine how the superseded data were derived.
 GX2030
 GX2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB488406(NAD 83)
 GX2030_MARKER: DB = BENCH MARK DISK
 GX2030_SETTING: 66 = SET IN ROCK OUTCROP
 GX2030_SP_SET: CUT
 GX2030_STAMPING: L 194 1958
 GX2030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2030+STABILITY: POSITION/ELEVATION WELL
 GX2030
 GX2030  HISTORY     - Date     Condition        Report By
 GX2030  HISTORY     - 1958     MONUMENTED       CGS
 GX2030
 GX2030                          STATION DESCRIPTION
 GX2030
 GX2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2030'0.8 MI SE FROM WELCH.
 GX2030'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 GX2030'U.S. HIGHWAY 52 AT WELCH, 0.7 MILE NDORTH OF HAVACO SCHOOL, ON
 GX2030'THE OUTSIDE AND AT THE SOUTHEAST END OF A CRUVE WITH TANGENTS
 GX2030'EXTENDING SOUTHEAST AND WEST, SET VERTICALLY IN THESOUTHWEST
 GX2030'FACE OF A ROCK CUT, 27 FEET NORTHEAST OF THE CENTER LINE OF THE
 GX2030'HIGHWAY, 250 FEET SOUTHEAST OF THE NORTHWEST END OF THE CUT,
 GX2030'AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2085 ***********************************************************************
 GX2085  DESIGNATION -  L 195
 GX2085  PID         -  GX2085
 GX2085  STATE/COUNTY-  WV/MCDOWELL
 GX2085  USGS QUAD   -  WAR (1977)
 GX2085
 GX2085                         *CURRENT SURVEY CONTROL
 GX2085  ___________________________________________________________________
 GX2085* NAD 83(1986)-  37 20 15.     (N)    081 40 20.     (W)     SCALED    
 GX2085* NAVD 88     -       460.155  (meters)    1509.69   (feet)  ADJUSTED  
 GX2085  ___________________________________________________________________
 GX2085  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX2085  DYNAMIC HT  -         459.774 (meters)    1508.44  (feet)  COMP
 GX2085  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GX2085
 GX2085  VERT ORDER  -  SECOND    CLASS 0
 GX2085
 GX2085.The horizontal coordinates were scaled from a topographic map and have
 GX2085.an estimated accuracy of +/- 6 seconds.
 GX2085
 GX2085.The orthometric height was determined by differential leveling
 GX2085.and adjusted by the National Geodetic Survey in June 1991..
 GX2085
 GX2085.The geoid height was determined by GEOID03.
 GX2085
 GX2085.The dynamic height is computed by dividing the NAVD 88
 GX2085.geopotential number by the normal gravity value computed on the
 GX2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2085.degrees latitude (g = 980.6199 gals.).
 GX2085
 GX2085.The modeled gravity was interpolated from observed gravity values.
 GX2085
 GX2085;                    North         East    Units  Estimated Accuracy
 GX2085;SPC WV S     -    37,680.      540,430.      MT  (+/- 180 meters Scaled)
 GX2085
 GX2085                          SUPERSEDED SURVEY CONTROL
 GX2085
 GX2085  NGVD 29 (??/??/92)  460.320  (m)         1510.23   (f) ADJ UNCH    2 0
 GX2085
 GX2085.Superseded values are not recommended for survey control.
 GX2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2085.See file dsdata.txt to determine how the superseded data were derived.
 GX2085
 GX2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB404325(NAD 83)
 GX2085_MARKER: DB = BENCH MARK DISK
 GX2085_SETTING: 80 = SET IN A BOULDER
 GX2085_STAMPING: L 195 1958
 GX2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2085+STABILITY: SURFACE MOTION
 GX2085
 GX2085  HISTORY     - Date     Condition        Report By
 GX2085  HISTORY     - 1958     MONUMENTED       CGS
 GX2085
 GX2085                          STATION DESCRIPTION
 GX2085
 GX2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2085'1.6 MI NE FROM SUSANNA.
 GX2085'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 GX2085'STATE HIGHWAY 83 AT SUSANNA, 0.25 MILE NORTHEAST OF A LARGE
 GX2085'SCHOOL AT CARETTA, IN THE NORTHEAST EDGE OF CARETTA, 32 FEET
 GX2085'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE
 GX2085'NORTHEAST EDGE OF A BOULDER 8-FOOT LONG AND 4-FOOT HIGH PROJECTING
 GX2085'FROM HILLSIDE, 15 FEET NORTHWEST OF THE WEST CORNER OF A 15-FOOT
 GX2085'BRIDGE OVER A SMALL STREAM, IN LINE WITH THE SOUTHWEST END OF THE
 GX2085'BRIDGE, 1/2 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK, AND
 GX2085'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1684 ***********************************************************************
 GX1684  DESIGNATION -  L 196
 GX1684  PID         -  GX1684
 GX1684  STATE/COUNTY-  WV/MCDOWELL
 GX1684  USGS QUAD   -  WELCH (1976)
 GX1684
 GX1684                         *CURRENT SURVEY CONTROL
 GX1684  ___________________________________________________________________
 GX1684* NAD 83(1986)-  37 25 30.     (N)    081 30 27.     (W)     SCALED    
 GX1684* NAVD 88     -       454.695  (meters)    1491.78   (feet)  ADJUSTED  
 GX1684  ___________________________________________________________________
 GX1684  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1684  DYNAMIC HT  -         454.316 (meters)    1490.54  (feet)  COMP
 GX1684  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 GX1684
 GX1684  VERT ORDER  -  SECOND    CLASS 0
 GX1684
 GX1684.The horizontal coordinates were scaled from a topographic map and have
 GX1684.an estimated accuracy of +/- 6 seconds.
 GX1684
 GX1684.The orthometric height was determined by differential leveling
 GX1684.and adjusted by the National Geodetic Survey in June 1991..
 GX1684
 GX1684.The geoid height was determined by GEOID03.
 GX1684
 GX1684.The dynamic height is computed by dividing the NAVD 88
 GX1684.geopotential number by the normal gravity value computed on the
 GX1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1684.degrees latitude (g = 980.6199 gals.).
 GX1684
 GX1684.The modeled gravity was interpolated from observed gravity values.
 GX1684
 GX1684;                    North         East    Units  Estimated Accuracy
 GX1684;SPC WV S     -    47,290.      555,080.      MT  (+/- 180 meters Scaled)
 GX1684
 GX1684                          SUPERSEDED SURVEY CONTROL
 GX1684
 GX1684  NGVD 29 (??/??/92)  454.858  (m)         1492.31   (f) ADJ UNCH    2 0
 GX1684
 GX1684.Superseded values are not recommended for survey control.
 GX1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1684.See file dsdata.txt to determine how the superseded data were derived.
 GX1684
 GX1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB550421(NAD 83)
 GX1684_MARKER: DB = BENCH MARK DISK
 GX1684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1684_SP_SET: NORTH WALL
 GX1684_STAMPING: L 196 1958
 GX1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1684
 GX1684  HISTORY     - Date     Condition        Report By
 GX1684  HISTORY     - 1958     MONUMENTED       CGS
 GX1684
 GX1684                          STATION DESCRIPTION
 GX1684
 GX1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1684'0.2 MI NW FROM KIMBALL.
 GX1684'0.15 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1684'THE STATION AT KIMBALL, AT THE WEST END OF BRIDGE NO. 884 A
 GX1684'OVER ELKHORN CREEK, SET VERTICALLY IN THE EAST END OF NORTH
 GX1684'WALL OF A TUNNEL, 6 FEET NORTH OF NORTH RAIL OF NORTH TRACK,
 GX1684'AND 2 1/2 FEET ABOVE GROUND AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0065 ***********************************************************************
 GX0065  DESIGNATION -  L 197
 GX0065  PID         -  GX0065
 GX0065  STATE/COUNTY-  WV/GREENBRIER
 GX0065  USGS QUAD   -  LEWISBURG (1979)
 GX0065
 GX0065                         *CURRENT SURVEY CONTROL
 GX0065  ___________________________________________________________________
 GX0065* NAD 83(1986)-  37 46 07.     (N)    080 26 13.     (W)     SCALED    
 GX0065* NAVD 88     -       518.706  (meters)    1701.79   (feet)  ADJUSTED  
 GX0065  ___________________________________________________________________
 GX0065  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX0065  DYNAMIC HT  -         518.272 (meters)    1700.36  (feet)  COMP
 GX0065  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 GX0065
 GX0065  VERT ORDER  -  FIRST     CLASS II
 GX0065
 GX0065.The horizontal coordinates were scaled from a topographic map and have
 GX0065.an estimated accuracy of +/- 6 seconds.
 GX0065
 GX0065.The orthometric height was determined by differential leveling
 GX0065.and adjusted by the National Geodetic Survey in June 1991..
 GX0065
 GX0065.The geoid height was determined by GEOID03.
 GX0065
 GX0065.The dynamic height is computed by dividing the NAVD 88
 GX0065.geopotential number by the normal gravity value computed on the
 GX0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0065.degrees latitude (g = 980.6199 gals.).
 GX0065
 GX0065.The modeled gravity was interpolated from observed gravity values.
 GX0065
 GX0065;                    North         East    Units  Estimated Accuracy
 GX0065;SPC WV S     -    85,460.      649,610.      MT  (+/- 180 meters Scaled)
 GX0065
 GX0065                          SUPERSEDED SURVEY CONTROL
 GX0065
 GX0065  NGVD 29 (??/??/92)  518.860  (m)         1702.29   (f) ADJ UNCH    1 2
 GX0065
 GX0065.Superseded values are not recommended for survey control.
 GX0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0065.See file dsdata.txt to determine how the superseded data were derived.
 GX0065
 GX0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB495802(NAD 83)
 GX0065_MARKER: DB = BENCH MARK DISK
 GX0065_SETTING: 66 = SET IN ROCK OUTCROP
 GX0065_SP_SET: ROCK CUT
 GX0065_STAMPING: L 197 1958
 GX0065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0065+STABILITY: POSITION/ELEVATION WELL
 GX0065
 GX0065  HISTORY     - Date     Condition        Report By
 GX0065  HISTORY     - 1958     MONUMENTED       CGS
 GX0065
 GX0065                          STATION DESCRIPTION
 GX0065
 GX0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0065'2.6 MI SW FROM NORTH CALDWELL.
 GX0065'ABOUT 2.55 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0065'FROM THE STATION AT NORTH CALDWELL, ABOUT 2.25 MILES NORTHEAST
 GX0065'ALONG THE C. AND O. RY. FROM THE STATION AT RONCEVERTE, 0.45 MILE
 GX0065'NORTH OF MILEPOST 321, 0.75 MILE SOUTH OF THE RAILROAD JUNCTION
 GX0065'AT WHITCOMB, 9 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, SET
 GX0065'VERTICALLY IN THE EAST FACE OF A LARGE ROCK CUT, 135 FEET SOUTH
 GX0065'OF THE NORTH END OF THE CUT, 3 FEET ABOVE THE GROUND, AND ABOUT 1
 GX0065'FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1247 ***********************************************************************
 GX1247  DESIGNATION -  L 198
 GX1247  PID         -  GX1247
 GX1247  STATE/COUNTY-  WV/FAYETTE
 GX1247  USGS QUAD   -  THURMOND (1988)
 GX1247
 GX1247                         *CURRENT SURVEY CONTROL
 GX1247  ___________________________________________________________________
 GX1247* NAD 83(1986)-  37 53 54.     (N)    081 03 04.     (W)     SCALED    
 GX1247* NAVD 88     -       342.097  (meters)    1122.36   (feet)  ADJUSTED  
 GX1247  ___________________________________________________________________
 GX1247  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX1247  DYNAMIC HT  -         341.830 (meters)    1121.49  (feet)  COMP
 GX1247  MODELED GRAV-     979,840.4   (mgal)                       NAVD 88
 GX1247
 GX1247  VERT ORDER  -  FIRST     CLASS II
 GX1247
 GX1247.The horizontal coordinates were scaled from a topographic map and have
 GX1247.an estimated accuracy of +/- 6 seconds.
 GX1247
 GX1247.The orthometric height was determined by differential leveling
 GX1247.and adjusted by the National Geodetic Survey in June 1991..
 GX1247
 GX1247.The geoid height was determined by GEOID03.
 GX1247
 GX1247.The dynamic height is computed by dividing the NAVD 88
 GX1247.geopotential number by the normal gravity value computed on the
 GX1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1247.degrees latitude (g = 980.6199 gals.).
 GX1247
 GX1247.The modeled gravity was interpolated from observed gravity values.
 GX1247
 GX1247;                    North         East    Units  Estimated Accuracy
 GX1247;SPC WV S     -    99,710.      595,510.      MT  (+/- 180 meters Scaled)
 GX1247
 GX1247                          SUPERSEDED SURVEY CONTROL
 GX1247
 GX1247  NGVD 29 (??/??/92)  342.271  (m)         1122.93   (f) ADJ UNCH    1 2
 GX1247
 GX1247.Superseded values are not recommended for survey control.
 GX1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1247.See file dsdata.txt to determine how the superseded data were derived.
 GX1247
 GX1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB955945(NAD 83)
 GX1247_MARKER: DB = BENCH MARK DISK
 GX1247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1247_SP_SET: CULVERT
 GX1247_STAMPING: L 198 1958
 GX1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1247
 GX1247  HISTORY     - Date     Condition        Report By
 GX1247  HISTORY     - 1958     MONUMENTED       CGS
 GX1247
 GX1247                          STATION DESCRIPTION
 GX1247
 GX1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1247'5.1 MI NW FROM QUINNIMONT.
 GX1247'ABOUT 5.1 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1247'FROM THE STATION AT QUINNIMONT, ABOUT 6.85 MILES SOUTHEAST ALONG
 GX1247'THE C. AND O. RY. FROM THE STATION AT THURMOND, 70 1/2 FEET
 GX1247'SOUTHEAST AND ACROSS THE TRACK FROM MILEPOST 384, 13 1/2 FEET
 GX1247'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, SET VERTICALLY IN
 GX1247'THE NORTH FACE OF A 4 1/2-FOOT HIGH BY 6-FOOT WIDE BY 1-FOOT
 GX1247'DEEP EXPOSED PART OF A LARGE BOULDER BURIED IN THE BOTTOM OF
 GX1247'HILLSIDE, 4 1/2 FEET ABOVE THE BOTTOM OF DITCH, 51 1/2 FEET EAST
 GX1247'OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A 6-FOOT
 GX1247'CONCRETE BOX CULVERT UNDER THE TRACK, 0.8 MILE NORTH OF THE FLAG
 GX1247'STATION AT MC KENDREE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GX1247'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0745 ***********************************************************************
 GX0745  DESIGNATION -  L 199
 GX0745  PID         -  GX0745
 GX0745  STATE/COUNTY-  WV/SUMMERS
 GX0745  USGS QUAD   -  MEADOW CREEK (1988)
 GX0745
 GX0745                         *CURRENT SURVEY CONTROL
 GX0745  ___________________________________________________________________
 GX0745* NAD 83(1986)-  37 46 56.     (N)    080 53 54.     (W)     SCALED    
 GX0745* NAVD 88     -       393.679  (meters)    1291.60   (feet)  ADJUSTED  
 GX0745  ___________________________________________________________________
 GX0745  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX0745  DYNAMIC HT  -         393.363 (meters)    1290.56  (feet)  COMP
 GX0745  MODELED GRAV-     979,816.0   (mgal)                       NAVD 88
 GX0745
 GX0745  VERT ORDER  -  FIRST     CLASS II
 GX0745
 GX0745.The horizontal coordinates were scaled from a topographic map and have
 GX0745.an estimated accuracy of +/- 6 seconds.
 GX0745
 GX0745.The orthometric height was determined by differential leveling
 GX0745.and adjusted by the National Geodetic Survey in June 1991..
 GX0745
 GX0745.The geoid height was determined by GEOID03.
 GX0745
 GX0745.The dynamic height is computed by dividing the NAVD 88
 GX0745.geopotential number by the normal gravity value computed on the
 GX0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0745.degrees latitude (g = 980.6199 gals.).
 GX0745
 GX0745.The modeled gravity was interpolated from observed gravity values.
 GX0745
 GX0745;                    North         East    Units  Estimated Accuracy
 GX0745;SPC WV S     -    86,820.      608,960.      MT  (+/- 180 meters Scaled)
 GX0745
 GX0745                          SUPERSEDED SURVEY CONTROL
 GX0745
 GX0745  NGVD 29 (??/??/92)  393.852  (m)         1292.16   (f) ADJ UNCH    1 2
 GX0745
 GX0745.Superseded values are not recommended for survey control.
 GX0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0745.See file dsdata.txt to determine how the superseded data were derived.
 GX0745
 GX0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB089816(NAD 83)
 GX0745_MARKER: DB = BENCH MARK DISK
 GX0745_SETTING: 66 = SET IN ROCK OUTCROP
 GX0745_SP_SET: ROCK CUT
 GX0745_STAMPING: L 199 1958
 GX0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0745+STABILITY: POSITION/ELEVATION WELL
 GX0745
 GX0745  HISTORY     - Date     Condition        Report By
 GX0745  HISTORY     - 1958     MONUMENTED       CGS
 GX0745
 GX0745                          STATION DESCRIPTION
 GX0745
 GX0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0745'2.6 MI SE FROM MEADOW CREEK.
 GX0745'ABOUT 2.55 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0745'FROM THE STATION AT MEADOW CREEK, 131 1/2 FEET EAST OF AND ACROSS
 GX0745'THE TRACK FROM MILEPOST 367, 14.7 FEET NORTHEAST OF THE NORTHEAST
 GX0745'RAIL OF THE NORTHEAST TRACK, SET VERTICALLY IN THE SOUTH FACE OF
 GX0745'THE BOTTOM LAYER OF ROCK IN 30-FOOT HIGH ROCK CUT AND IN EAST
 GX0745'HALF OF CUT, 1 FOOT ABOVE THE GROUND, 92 YARDS NORTHWEST OF A
 GX0745'SIGNAL BRIDGE, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0855 ***********************************************************************
 JW0855  DESIGNATION -  L 2
 JW0855  PID         -  JW0855
 JW0855  STATE/COUNTY-  WV/BARBOUR
 JW0855  USGS QUAD   -  BELINGTON (1976)
 JW0855
 JW0855                         *CURRENT SURVEY CONTROL
 JW0855  ___________________________________________________________________
 JW0855* NAD 83(1986)-  39 01 28.     (N)    079 56 10.     (W)     SCALED    
 JW0855* NAVD 88     -       519.143  (meters)    1703.22   (feet)  ADJUSTED  
 JW0855  ___________________________________________________________________
 JW0855  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JW0855  DYNAMIC HT  -         518.783 (meters)    1702.04  (feet)  COMP
 JW0855  MODELED GRAV-     979,918.7   (mgal)                       NAVD 88
 JW0855
 JW0855  VERT ORDER  -  FIRST     CLASS II
 JW0855
 JW0855.The horizontal coordinates were scaled from a topographic map and have
 JW0855.an estimated accuracy of +/- 6 seconds.
 JW0855
 JW0855.The orthometric height was determined by differential leveling
 JW0855.and adjusted by the National Geodetic Survey in June 1991..
 JW0855
 JW0855.The geoid height was determined by GEOID03.
 JW0855
 JW0855.The dynamic height is computed by dividing the NAVD 88
 JW0855.geopotential number by the normal gravity value computed on the
 JW0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0855.degrees latitude (g = 980.6199 gals.).
 JW0855
 JW0855.The modeled gravity was interpolated from observed gravity values.
 JW0855
 JW0855;                    North         East    Units  Estimated Accuracy
 JW0855;SPC WV N     -    58,310.      562,240.      MT  (+/- 180 meters Scaled)
 JW0855
 JW0855                          SUPERSEDED SURVEY CONTROL
 JW0855
 JW0855  NGVD 29 (??/??/92)  519.311  (m)         1703.77   (f) ADJ UNCH    1 2
 JW0855
 JW0855.Superseded values are not recommended for survey control.
 JW0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0855.See file dsdata.txt to determine how the superseded data were derived.
 JW0855
 JW0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND920200(NAD 83)
 JW0855_MARKER: DB = BENCH MARK DISK
 JW0855_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JW0855_SP_SET: BUILDING WALL
 JW0855_STAMPING: L 2 1933
 JW0855_MARK LOGO: CGS   
 JW0855_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0855+STABILITY: SURFACE MOTION
 JW0855
 JW0855  HISTORY     - Date     Condition        Report By
 JW0855  HISTORY     - 1933     MONUMENTED       CGS
 JW0855  HISTORY     - 1945     GOOD             NGS
 JW0855  HISTORY     - 1983     GOOD             NGS
 JW0855  HISTORY     - 19941218 GOOD             USE
 JW0855
 JW0855                          STATION DESCRIPTION
 JW0855
 JW0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JW0855'AT BELINGTON.
 JW0855'AT BELINGTON, BARBOUR COUNTY, ABOUT 35 YARDS SOUTH OF THE SOUTHWEST
 JW0855'CORNER OF THE WESTERN MARYLAND RAILWAY STATION, ABOUT 30 YARDS
 JW0855'EAST OF THE CENTER LINE OF THE MAIN TRACK, IN THE WEST FACE OF
 JW0855'THE KANE AND KOYSER HARDWARE BUILDING, 1 1/2 FEET FROM THE
 JW0855'SOUTHWEST CORNER, AND 4 FEET ABOVE THE GROUND.  A STANDARD DISK,
 JW0855'STAMPED L 2 1933 AND SET VERTICALLY.
 JW0855
 JW0855                          STATION RECOVERY (1945)
 JW0855
 JW0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 JW0855'RECOVERED IN GOOD CONDITION.
 JW0855
 JW0855                          STATION RECOVERY (1983)
 JW0855
 JW0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0855'RECOVERED IN GOOD CONDITION.
 JW0855
 JW0855                          STATION RECOVERY (1994)
 JW0855
 JW0855'RECOVERY NOTE BY US ENGINEERS 1994 (NLB)
 JW0855'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0149 ***********************************************************************
 HX0149  DESIGNATION -  L 20
 HX0149  PID         -  HX0149
 HX0149  STATE/COUNTY-  WV/LEWIS
 HX0149  USGS QUAD   -  ROANOKE (1989)
 HX0149
 HX0149                         *CURRENT SURVEY CONTROL
 HX0149  ___________________________________________________________________
 HX0149* NAD 83(1986)-  38 53 05.     (N)    080 29 18.     (W)     SCALED    
 HX0149* NAVD 88     -       328.974  (meters)    1079.31   (feet)  ADJUSTED  
 HX0149  ___________________________________________________________________
 HX0149  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HX0149  DYNAMIC HT  -         328.756 (meters)    1078.59  (feet)  COMP
 HX0149  MODELED GRAV-     979,955.9   (mgal)                       NAVD 88
 HX0149
 HX0149  VERT ORDER  -  SECOND    CLASS 0
 HX0149
 HX0149.The horizontal coordinates were scaled from a topographic map and have
 HX0149.an estimated accuracy of +/- 6 seconds.
 HX0149
 HX0149.The orthometric height was determined by differential leveling
 HX0149.and adjusted by the National Geodetic Survey in June 1991..
 HX0149
 HX0149.The geoid height was determined by GEOID03.
 HX0149
 HX0149.The dynamic height is computed by dividing the NAVD 88
 HX0149.geopotential number by the normal gravity value computed on the
 HX0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0149.degrees latitude (g = 980.6199 gals.).
 HX0149
 HX0149.The modeled gravity was interpolated from observed gravity values.
 HX0149
 HX0149;                    North         East    Units  Estimated Accuracy
 HX0149;SPC WV S     -   209,310.      644,400.      MT  (+/- 180 meters Scaled)
 HX0149
 HX0149                          SUPERSEDED SURVEY CONTROL
 HX0149
 HX0149  NGVD 29 (??/??/92)  329.165  (m)         1079.94   (f) ADJ UNCH    2 0
 HX0149
 HX0149.Superseded values are not recommended for survey control.
 HX0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0149.See file dsdata.txt to determine how the superseded data were derived.
 HX0149
 HX0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND443041(NAD 83)
 HX0149_MARKER: DB = BENCH MARK DISK
 HX0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0149_SP_SET: ABUTMENT
 HX0149_STAMPING: L 20 1935
 HX0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0149
 HX0149  HISTORY     - Date     Condition        Report By
 HX0149  HISTORY     - 1935     MONUMENTED       CGS
 HX0149  HISTORY     - 1962     GOOD             NGS
 HX0149  HISTORY     - 1965     GOOD             NGS
 HX0149
 HX0149                          STATION DESCRIPTION
 HX0149
 HX0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0149'2.4 MI NW FROM WALKERSVILLE.
 HX0149'ABOUT 2.4 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0149'FROM THE STATION AT WALKERSVILLE, SET ON TOP OF THE SOUTHWEST
 HX0149'END OF THE NORTHWEST CONCRETE ABUTMENT OF A STONE BRIDGE 610
 HX0149'OVER THE WEST FORK RIVER, 3 1/2 FEET NORTHWEST OF THE NORTHWEST,
 HX0149'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 HX0149
 HX0149                          STATION RECOVERY (1965)
 HX0149
 HX0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HX0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0399 ***********************************************************************
 GX0399  DESIGNATION -  L 200
 GX0399  PID         -  GX0399
 GX0399  STATE/COUNTY-  WV/MONROE
 GX0399  USGS QUAD   -  PETERSTOWN (1984)
 GX0399
 GX0399                         *CURRENT SURVEY CONTROL
 GX0399  ___________________________________________________________________
 GX0399* NAD 83(1986)-  37 27 45.     (N)    080 46 53.     (W)     SCALED    
 GX0399* NAVD 88     -       606.598  (meters)    1990.15   (feet)  ADJUSTED  
 GX0399  ___________________________________________________________________
 GX0399  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX0399  DYNAMIC HT  -         606.077 (meters)    1988.44  (feet)  COMP
 GX0399  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 GX0399
 GX0399  VERT ORDER  -  FIRST     CLASS II
 GX0399
 GX0399.The horizontal coordinates were scaled from a topographic map and have
 GX0399.an estimated accuracy of +/- 6 seconds.
 GX0399
 GX0399.The orthometric height was determined by differential leveling
 GX0399.and adjusted by the National Geodetic Survey in June 1991..
 GX0399
 GX0399.The geoid height was determined by GEOID03.
 GX0399
 GX0399.The dynamic height is computed by dividing the NAVD 88
 GX0399.geopotential number by the normal gravity value computed on the
 GX0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0399.degrees latitude (g = 980.6199 gals.).
 GX0399
 GX0399.The modeled gravity was interpolated from observed gravity values.
 GX0399
 GX0399;                    North         East    Units  Estimated Accuracy
 GX0399;SPC WV S     -    51,360.      619,340.      MT  (+/- 180 meters Scaled)
 GX0399
 GX0399                          SUPERSEDED SURVEY CONTROL
 GX0399
 GX0399  NGVD 29 (??/??/92)  606.725  (m)         1990.56   (f) ADJ UNCH    1 2
 GX0399
 GX0399.Superseded values are not recommended for survey control.
 GX0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0399.See file dsdata.txt to determine how the superseded data were derived.
 GX0399
 GX0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB193462(NAD 83)
 GX0399_MARKER: DB = BENCH MARK DISK
 GX0399_SETTING: 66 = SET IN ROCK OUTCROP
 GX0399_SP_SET: SET IN ROCK OUTCROP
 GX0399_STAMPING: L 200 1958
 GX0399_MARK LOGO: CGS   
 GX0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0399+STABILITY: POSITION/ELEVATION WELL
 GX0399
 GX0399  HISTORY     - Date     Condition        Report By
 GX0399  HISTORY     - 1958     MONUMENTED       CGS
 GX0399  HISTORY     - 1984     GOOD             NGS
 GX0399
 GX0399                          STATION DESCRIPTION
 GX0399
 GX0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0399'1 MI S FROM BALLARD.
 GX0399'1.0 MILE SOUTH ALONG STATE HIGHWAY 12 FROM THE ELEMENTARY
 GX0399'SCHOOL AT BALLARD, 1.0 MILE NORTH OF THE POST OFFICE AT CASHMERE,
 GX0399'0.95 MILE NORTH OF THE INTERSECTION OF A BLACK TOP ROAD LEADING
 GX0399'EAST AND A DIRT ROAD LEADING WEST AT CASHMERE, 19 1/2 FEET EAST
 GX0399'OF CENTER LINE OF HIGHWAY, SET VERTICALLY IN THE WEST FACE OF A
 GX0399'2-FOOT LAYER OF JAGGED ROCK, 1 FOOT ABOVE THE GROUND, 30 FEET NORTH
 GX0399'OF THE SOUTH END OF THE ROCK, 147 FEET NORTH OF CENTER LINE OF
 GX0399'DRIVEWAY LEADING EAST AND UPHILL TO A ONE-STORY BRICK HOUSE,
 GX0399'91 1/2 FEET NORTH OF HIGHWAY MILEPOST 5, 72 FEET NORTH OF T
 GX0399'JUNCTION OF FENCE LINES, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 GX0399'THE HIGHWAY.
 GX0399
 GX0399                          STATION RECOVERY (1984)
 GX0399
 GX0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0699 ***********************************************************************
 GX0699  DESIGNATION -  L 201
 GX0699  PID         -  GX0699
 GX0699  STATE/COUNTY-  WV/SUMMERS
 GX0699  USGS QUAD   -  ALDERSON (1976)
 GX0699
 GX0699                         *CURRENT SURVEY CONTROL
 GX0699  ___________________________________________________________________
 GX0699* NAD 83(1986)-  37 40 45.     (N)    080 43 29.     (W)     SCALED    
 GX0699* NAVD 88     -       461.352  (meters)    1513.62   (feet)  ADJUSTED  
 GX0699  ___________________________________________________________________
 GX0699  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0699  DYNAMIC HT  -         460.965 (meters)    1512.35  (feet)  COMP
 GX0699  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 GX0699
 GX0699  VERT ORDER  -  FIRST     CLASS II
 GX0699
 GX0699.The horizontal coordinates were scaled from a topographic map and have
 GX0699.an estimated accuracy of +/- 6 seconds.
 GX0699
 GX0699.The orthometric height was determined by differential leveling
 GX0699.and adjusted by the National Geodetic Survey in June 1991..
 GX0699
 GX0699.The geoid height was determined by GEOID03.
 GX0699
 GX0699.The dynamic height is computed by dividing the NAVD 88
 GX0699.geopotential number by the normal gravity value computed on the
 GX0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0699.degrees latitude (g = 980.6199 gals.).
 GX0699
 GX0699.The modeled gravity was interpolated from observed gravity values.
 GX0699
 GX0699;                    North         East    Units  Estimated Accuracy
 GX0699;SPC WV S     -    75,420.      624,280.      MT  (+/- 180 meters Scaled)
 GX0699
 GX0699                          SUPERSEDED SURVEY CONTROL
 GX0699
 GX0699  NGVD 29 (??/??/92)  461.511  (m)         1514.14   (f) ADJ UNCH    1 2
 GX0699
 GX0699.Superseded values are not recommended for survey control.
 GX0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0699.See file dsdata.txt to determine how the superseded data were derived.
 GX0699
 GX0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB242702(NAD 83)
 GX0699_MARKER: DB = BENCH MARK DISK
 GX0699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0699_SP_SET: ABUTMENT
 GX0699_STAMPING: L 201 1958
 GX0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0699
 GX0699  HISTORY     - Date     Condition        Report By
 GX0699  HISTORY     - 1958     MONUMENTED       CGS
 GX0699  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0699
 GX0699                          STATION DESCRIPTION
 GX0699
 GX0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0699'AT PENCE SPRINGS.
 GX0699'AT PENCE SPRINGS, 0.1 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM
 GX0699'THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY, 110 YARDS NORTH
 GX0699'OF THE NORTH RAIL OF THE NORTH (MAIN) TRACK, 9 1/2 FEET EAST OF
 GX0699'THE CENTER LINE OF THE ROAD, IN TOP OF THE EAST END OF THE SOUTH
 GX0699'CONCRETE ABUTMENT OF STEEL BRIDGE FOR A NARROW ROAD ACROSS
 GX0699'GREENBRIER RIVER, 1 FOOT NORTH OF THE SOUTH EDGE OF THE ABUTMENT,
 GX0699'AND ABOUT LEVEL WITH THE BLACK TOP ROAD.
 GX0699
 GX0699                          STATION RECOVERY (1984)
 GX0699
 GX0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0699'NOT RECOVERED, THE MARK IS CONSIDERED DESTROYED AS THE ABUTMENT HAS A
 GX0699'NEW CONCRETE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0674 ***********************************************************************
 GX0674  DESIGNATION -  L 202
 GX0674  PID         -  GX0674
 GX0674  STATE/COUNTY-  WV/GREENBRIER
 GX0674  USGS QUAD   -  FORT SPRING (1971)
 GX0674
 GX0674                         *CURRENT SURVEY CONTROL
 GX0674  ___________________________________________________________________
 GX0674* NAD 83(1986)-  37 44 19.     (N)    080 31 54.     (W)     SCALED    
 GX0674* NAVD 88     -       501.422  (meters)    1645.08   (feet)  ADJUSTED  
 GX0674  ___________________________________________________________________
 GX0674  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX0674  DYNAMIC HT  -         501.011 (meters)    1643.73  (feet)  COMP
 GX0674  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 GX0674
 GX0674  VERT ORDER  -  FIRST     CLASS II
 GX0674
 GX0674.The horizontal coordinates were scaled from a topographic map and have
 GX0674.an estimated accuracy of +/- 6 seconds.
 GX0674
 GX0674.The orthometric height was determined by differential leveling
 GX0674.and adjusted by the National Geodetic Survey in June 1991..
 GX0674
 GX0674.The geoid height was determined by GEOID03.
 GX0674
 GX0674.The dynamic height is computed by dividing the NAVD 88
 GX0674.geopotential number by the normal gravity value computed on the
 GX0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0674.degrees latitude (g = 980.6199 gals.).
 GX0674
 GX0674.The modeled gravity was interpolated from observed gravity values.
 GX0674
 GX0674;                    North         East    Units  Estimated Accuracy
 GX0674;SPC WV S     -    82,080.      641,280.      MT  (+/- 180 meters Scaled)
 GX0674
 GX0674                          SUPERSEDED SURVEY CONTROL
 GX0674
 GX0674  NGVD 29 (??/??/92)  501.586  (m)         1645.62   (f) ADJ UNCH    1 2
 GX0674
 GX0674.Superseded values are not recommended for survey control.
 GX0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0674.See file dsdata.txt to determine how the superseded data were derived.
 GX0674
 GX0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB412769(NAD 83)
 GX0674_MARKER: DB = BENCH MARK DISK
 GX0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0674_SP_SET: TUNNEL
 GX0674_STAMPING: L 202 1958
 GX0674_MARK LOGO: CGS   
 GX0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0674
 GX0674  HISTORY     - Date     Condition        Report By
 GX0674  HISTORY     - 1958     MONUMENTED       CGS
 GX0674  HISTORY     - 1983     GOOD             NGS
 GX0674
 GX0674                          STATION DESCRIPTION
 GX0674
 GX0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0674'0.8 MI SE FROM FORT SPRINGS.
 GX0674'ABOUT 0.75 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0674'FROM THE STATION AT FORT SPRING, 14 1/2 FEET NORTH OF THE NORTH
 GX0674'RAIL OF THE NORTH TRACK, SET VERTICALLY IN THE EAST FACE OF
 GX0674'CONCRETE HEAD WALL OF EAST END OF FORT SPRING TUNNEL, 4 FEET
 GX0674'ABOVE THE GROUND, 8 FEET NORTH OF INSIDE EDGE OF TUNNEL, AND
 GX0674'ABOUT 2 FEET ABOVE THE LEVEL OF TRACK.
 GX0674
 GX0674                          STATION RECOVERY (1983)
 GX0674
 GX0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0674'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1983 DUE TO THE LINE
 GX0674'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1886 ***********************************************************************
 HX1886  DESIGNATION -  L 203
 HX1886  PID         -  HX1886
 HX1886  STATE/COUNTY-  WV/FAYETTE
 HX1886  USGS QUAD   -  MONTGOMERY (1976)
 HX1886
 HX1886                         *CURRENT SURVEY CONTROL
 HX1886  ___________________________________________________________________
 HX1886* NAD 83(1986)-  38 09 00.     (N)    081 17 12.     (W)     SCALED    
 HX1886* NAVD 88     -       195.472  (meters)     641.31   (feet)  ADJUSTED  
 HX1886  ___________________________________________________________________
 HX1886  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HX1886  DYNAMIC HT  -         195.332 (meters)     640.85  (feet)  COMP
 HX1886  MODELED GRAV-     979,908.2   (mgal)                       NAVD 88
 HX1886
 HX1886  VERT ORDER  -  FIRST     CLASS II
 HX1886
 HX1886.The horizontal coordinates were scaled from a topographic map and have
 HX1886.an estimated accuracy of +/- 6 seconds.
 HX1886
 HX1886.The orthometric height was determined by differential leveling
 HX1886.and adjusted by the National Geodetic Survey in June 1991..
 HX1886
 HX1886.The geoid height was determined by GEOID03.
 HX1886
 HX1886.The dynamic height is computed by dividing the NAVD 88
 HX1886.geopotential number by the normal gravity value computed on the
 HX1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1886.degrees latitude (g = 980.6199 gals.).
 HX1886
 HX1886.The modeled gravity was interpolated from observed gravity values.
 HX1886
 HX1886;                    North         East    Units  Estimated Accuracy
 HX1886;SPC WV S     -   127,680.      574,880.      MT  (+/- 180 meters Scaled)
 HX1886
 HX1886                          SUPERSEDED SURVEY CONTROL
 HX1886
 HX1886  NGVD 29 (??/??/92)  195.659  (m)          641.92   (f) ADJ UNCH    1 2
 HX1886
 HX1886.Superseded values are not recommended for survey control.
 HX1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1886.See file dsdata.txt to determine how the superseded data were derived.
 HX1886
 HX1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC748224(NAD 83)
 HX1886_MARKER: DB = BENCH MARK DISK
 HX1886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1886_SP_SET: CULVERT
 HX1886_STAMPING: L 203 1959
 HX1886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1886
 HX1886  HISTORY     - Date     Condition        Report By
 HX1886  HISTORY     - 1959     MONUMENTED       CGS
 HX1886
 HX1886                          STATION DESCRIPTION
 HX1886
 HX1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1886'1.1 MI NW FROM ALLOY.
 HX1886'ABOUT 1.1 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1886'FROM THE STATION AT ALLOY, ALONG U.S. HIGHWAY 21 AND 60, AT
 HX1886'BOOMER, ABOUT 75 YARDS NORTHEAST OF THE TRACK, 70 YARDS NORTHWEST
 HX1886'OF THE WEST CORNER OF THE POST OFFICE, 20 YARDS NORTHWEST OF
 HX1886'THE JUNCTION OF A DRIVE LEADING NORTHEAST TO A SCHOOL, 30
 HX1886'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE
 HX1886'NORTHWEST END OF THE NORTHEAST HEAD WALL TO A 12-FOOT CONCRETE
 HX1886'BOX CULVERT UNDER THE HIGHWAY AND OVER BOOMER BRANCH, 1 FOOT
 HX1886'SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL, AND ABOUT 3
 HX1886'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1855 ***********************************************************************
 HX1855  DESIGNATION -  L 204
 HX1855  PID         -  HX1855
 HX1855  STATE/COUNTY-  WV/FAYETTE
 HX1855  USGS QUAD   -  FAYETTEVILLE (1976)
 HX1855
 HX1855                         *CURRENT SURVEY CONTROL
 HX1855  ___________________________________________________________________
 HX1855* NAD 83(1986)-  38 02 22.     (N)    081 01 48.     (W)     SCALED    
 HX1855* NAVD 88     -       295.837  (meters)     970.59   (feet)  ADJUSTED  
 HX1855  ___________________________________________________________________
 HX1855  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HX1855  DYNAMIC HT  -         295.600 (meters)     969.81  (feet)  COMP
 HX1855  MODELED GRAV-     979,819.9   (mgal)                       NAVD 88
 HX1855
 HX1855  VERT ORDER  -  FIRST     CLASS II
 HX1855
 HX1855.The horizontal coordinates were scaled from a topographic map and have
 HX1855.an estimated accuracy of +/- 6 seconds.
 HX1855
 HX1855.The orthometric height was determined by differential leveling
 HX1855.and adjusted by the National Geodetic Survey in June 1991..
 HX1855
 HX1855.The geoid height was determined by GEOID03.
 HX1855
 HX1855.The dynamic height is computed by dividing the NAVD 88
 HX1855.geopotential number by the normal gravity value computed on the
 HX1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1855.degrees latitude (g = 980.6199 gals.).
 HX1855
 HX1855.The modeled gravity was interpolated from observed gravity values.
 HX1855
 HX1855;                    North         East    Units  Estimated Accuracy
 HX1855;SPC WV S     -   115,370.      597,370.      MT  (+/- 180 meters Scaled)
 HX1855
 HX1855                          SUPERSEDED SURVEY CONTROL
 HX1855
 HX1855  NGVD 29 (??/??/92)  295.998  (m)          971.12   (f) ADJ UNCH    1 2
 HX1855
 HX1855.Superseded values are not recommended for survey control.
 HX1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1855.See file dsdata.txt to determine how the superseded data were derived.
 HX1855
 HX1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC973101(NAD 83)
 HX1855_MARKER: DB = BENCH MARK DISK
 HX1855_SETTING: 80 = SET IN A BOULDER
 HX1855_SP_SET: BOULDER
 HX1855_STAMPING: L 204 1959
 HX1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1855+STABILITY: SURFACE MOTION
 HX1855
 HX1855  HISTORY     - Date     Condition        Report By
 HX1855  HISTORY     - 1959     MONUMENTED       CGS
 HX1855
 HX1855                          STATION DESCRIPTION
 HX1855
 HX1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1855'0.8 MI SE FROM NUTTALL.
 HX1855'ABOUT 0.85 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1855'FROM THE STATION AT NUTTALL, 0.4 MILE SOUTHEAST OF MILEPOST
 HX1855'401, 0.25 MILE NORTHWEST OF BRIDGE 400.4 OVER KEENEY CREEK, 26
 HX1855'FEET SOUTHWEST OF THE SOUTHWEST RAIL, IN TOP OF THE EAST CORNER
 HX1855'OF A ROCK 20-FEET WIDE, 50-FEET-LONG AND 10-FEET-HIGH ON THE
 HX1855'SOUTHEAST SIDE AND SLOPES TO THE NORTHWEST, 1 FOOT WEST OF THE
 HX1855'EAST CORNER, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2044 ***********************************************************************
 HX2044  DESIGNATION -  L 205
 HX2044  PID         -  HX2044
 HX2044  STATE/COUNTY-  WV/KANAWHA
 HX2044  USGS QUAD   -  BELLE (1977)
 HX2044
 HX2044                         *CURRENT SURVEY CONTROL
 HX2044  ___________________________________________________________________
 HX2044* NAD 83(1986)-  38 14 55.     (N)    081 33 35.     (W)     SCALED    
 HX2044* NAVD 88     -       192.609  (meters)     631.92   (feet)  ADJUSTED  
 HX2044  ___________________________________________________________________
 HX2044  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HX2044  DYNAMIC HT  -         192.474 (meters)     631.48  (feet)  COMP
 HX2044  MODELED GRAV-     979,925.5   (mgal)                       NAVD 88
 HX2044
 HX2044  VERT ORDER  -  FIRST     CLASS II
 HX2044
 HX2044.The horizontal coordinates were scaled from a topographic map and have
 HX2044.an estimated accuracy of +/- 6 seconds.
 HX2044
 HX2044.The orthometric height was determined by differential leveling
 HX2044.and adjusted by the National Geodetic Survey in June 1991..
 HX2044
 HX2044.The geoid height was determined by GEOID03.
 HX2044
 HX2044.The dynamic height is computed by dividing the NAVD 88
 HX2044.geopotential number by the normal gravity value computed on the
 HX2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2044.degrees latitude (g = 980.6199 gals.).
 HX2044
 HX2044.The modeled gravity was interpolated from observed gravity values.
 HX2044
 HX2044;                    North         East    Units  Estimated Accuracy
 HX2044;SPC WV S     -   138,730.      551,010.      MT  (+/- 180 meters Scaled)
 HX2044
 HX2044                          SUPERSEDED SURVEY CONTROL
 HX2044
 HX2044  NGVD 29 (??/??/92)  192.805  (m)          632.56   (f) ADJ UNCH    1 2
 HX2044
 HX2044.Superseded values are not recommended for survey control.
 HX2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2044.See file dsdata.txt to determine how the superseded data were derived.
 HX2044
 HX2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC510335(NAD 83)
 HX2044_MARKER: DB = BENCH MARK DISK
 HX2044_SETTING: 66 = SET IN ROCK OUTCROP
 HX2044_SP_SET: ROCK CUT
 HX2044_STAMPING: L 205 1959
 HX2044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2044+STABILITY: POSITION/ELEVATION WELL
 HX2044
 HX2044  HISTORY     - Date     Condition        Report By
 HX2044  HISTORY     - 1959     MONUMENTED       CGS
 HX2044
 HX2044                          STATION DESCRIPTION
 HX2044
 HX2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX2044'1.1 MI NW FROM BELLE.
 HX2044'ABOUT 1.1 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2044'FROM THE STATION AT BELLE, ABOUT 50 YARDS NORTHEAST OF THE
 HX2044'TRACK, 57 FEET NORTHEAST OF THE CENTER LINE OF THE NEW HIGHWAY
 HX2044'GRADE, SET VERTICALLY IN THE SOUTHWEST FACE OF A HUGE ROCK CUT ON
 HX2044'THE NORTHEAST SIDE OF THE NEW HIGHWAY NOW UNDER CONSTRUCTION,
 HX2044'600 FEET SOUTHEAST OF THE NORTHWEST END OF ROCK, 252 FEET
 HX2044'NORTHWEST OF THE NORTHEAST END OF A 36-INCH PIPE CULVERT, ABOUT
 HX2044'5 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF 15TH. STREET, ABOUT
 HX2044'30 FEET ABOVE THE LEVEL OF THE TRACK, AND ABOUT LEVEL WITH THE
 HX2044'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0762 ***********************************************************************
 GX0762  DESIGNATION -  L 206
 GX0762  PID         -  GX0762
 GX0762  STATE/COUNTY-  WV/FAYETTE
 GX0762  USGS QUAD   -  DANESE (1987)
 GX0762
 GX0762                         *CURRENT SURVEY CONTROL
 GX0762  ___________________________________________________________________
 GX0762* NAD 83(1986)-  37 57 55.     (N)    080 57 37.     (W)     SCALED    
 GX0762* NAVD 88     -       802.841  (meters)    2633.99   (feet)  ADJUSTED  
 GX0762  ___________________________________________________________________
 GX0762  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX0762  DYNAMIC HT  -         802.186 (meters)    2631.84  (feet)  COMP
 GX0762  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GX0762
 GX0762  VERT ORDER  -  SECOND    CLASS 0
 GX0762
 GX0762.The horizontal coordinates were scaled from a topographic map and have
 GX0762.an estimated accuracy of +/- 6 seconds.
 GX0762
 GX0762.The orthometric height was determined by differential leveling
 GX0762.and adjusted by the National Geodetic Survey in June 1991..
 GX0762
 GX0762.The geoid height was determined by GEOID03.
 GX0762
 GX0762.The dynamic height is computed by dividing the NAVD 88
 GX0762.geopotential number by the normal gravity value computed on the
 GX0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0762.degrees latitude (g = 980.6199 gals.).
 GX0762
 GX0762.The modeled gravity was interpolated from observed gravity values.
 GX0762
 GX0762;                    North         East    Units  Estimated Accuracy
 GX0762;SPC WV S     -   107,140.      603,490.      MT  (+/- 180 meters Scaled)
 GX0762
 GX0762                          SUPERSEDED SURVEY CONTROL
 GX0762
 GX0762  NGVD 29 (??/??/92)  802.998  (m)         2634.50   (f) ADJ UNCH    2 0
 GX0762
 GX0762.Superseded values are not recommended for survey control.
 GX0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0762.See file dsdata.txt to determine how the superseded data were derived.
 GX0762
 GX0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC034019(NAD 83)
 GX0762_MARKER: DB = BENCH MARK DISK
 GX0762_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0762_SP_SET: UNSPECIFIED ROCK
 GX0762_STAMPING: L 206 1961
 GX0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0762
 GX0762  HISTORY     - Date     Condition        Report By
 GX0762  HISTORY     - 1961     MONUMENTED       CGS
 GX0762
 GX0762                          STATION DESCRIPTION
 GX0762
 GX0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0762'5.6 MI SE FROM SEWELL.
 GX0762'ABOUT 5.55 MILES SOUTHEAST ALONG A ROUGH MOUNTAIN ROAD FROM THE
 GX0762'CHESAPEAKE AND OHIO RAILWAY STATION AT SEWELL, ABOUT 1.35 MILES
 GX0762'SOUTHWEST ALONG A ROUGH MOUNTAIN ROAD FROM THE ADMINISTRATION
 GX0762'BUILDING AT BABCOCK STATE PARK, ABOUT 65 YARDS NORTHEAST OF THE
 GX0762'JUNCTION OF A NARROW ROAD LEADING SOUTH, SET ON THE TOP OF THE
 GX0762'NORTHEAST END OF A LOW ROCK THAT IS ABOUT 12 FEET LONG AND 2 FEET
 GX0762'HIGH, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET
 GX0762'SOUTHWEST OF THE NORTHEAST END OF THE ROCK AND ABOUT LEVEL WITH
 GX0762'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0776 ***********************************************************************
 GX0776  DESIGNATION -  L 207
 GX0776  PID         -  GX0776
 GX0776  STATE/COUNTY-  WV/FAYETTE
 GX0776  USGS QUAD   -  DANESE (1987)
 GX0776
 GX0776                         *CURRENT SURVEY CONTROL
 GX0776  ___________________________________________________________________
 GX0776* NAD 83(1986)-  37 55 35.     (N)    080 55 59.     (W)     SCALED    
 GX0776* NAVD 88     -       828.115  (meters)    2716.91   (feet)  ADJUSTED  
 GX0776  ___________________________________________________________________
 GX0776  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX0776  DYNAMIC HT  -         827.430 (meters)    2714.66  (feet)  COMP
 GX0776  MODELED GRAV-     979,774.3   (mgal)                       NAVD 88
 GX0776
 GX0776  VERT ORDER  -  SECOND    CLASS 0
 GX0776
 GX0776.The horizontal coordinates were scaled from a topographic map and have
 GX0776.an estimated accuracy of +/- 6 seconds.
 GX0776
 GX0776.The orthometric height was determined by differential leveling
 GX0776.and adjusted by the National Geodetic Survey in June 1991..
 GX0776
 GX0776.The geoid height was determined by GEOID03.
 GX0776
 GX0776.The dynamic height is computed by dividing the NAVD 88
 GX0776.geopotential number by the normal gravity value computed on the
 GX0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0776.degrees latitude (g = 980.6199 gals.).
 GX0776
 GX0776.The modeled gravity was interpolated from observed gravity values.
 GX0776
 GX0776;                    North         East    Units  Estimated Accuracy
 GX0776;SPC WV S     -   102,820.      605,890.      MT  (+/- 180 meters Scaled)
 GX0776
 GX0776                          SUPERSEDED SURVEY CONTROL
 GX0776
 GX0776  NGVD 29 (??/??/92)  828.267  (m)         2717.41   (f) ADJ UNCH    2 0
 GX0776
 GX0776.Superseded values are not recommended for survey control.
 GX0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0776.See file dsdata.txt to determine how the superseded data were derived.
 GX0776
 GX0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB058976(NAD 83)
 GX0776_MARKER: DB = BENCH MARK DISK
 GX0776_SETTING: 66 = SET IN ROCK OUTCROP
 GX0776_SP_SET: ROCK OUTCROP
 GX0776_STAMPING: L 207 1961
 GX0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0776+STABILITY: POSITION/ELEVATION WELL
 GX0776
 GX0776  HISTORY     - Date     Condition        Report By
 GX0776  HISTORY     - 1961     MONUMENTED       CGS
 GX0776
 GX0776                          STATION DESCRIPTION
 GX0776
 GX0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0776'2 MI SW FROM DANESE.
 GX0776'ABOUT 1.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE POST
 GX0776'OFFICE AT DANESE, ABOUT 3.0 MILES NORTHEAST OF A CONCRETE BLOCK
 GX0776'CHURCH BUILDING AT LAYLAND, AT MAPLE WOOD, ABOUT 125 YARDS EAST
 GX0776'OF THE POST OFFICE BUILDING AT MAPLE WOOD, SET ON THE TOP OF A
 GX0776'FLAT ROCK OUTCROP THAT IS 30 FEET LONG AND 10 FEET WIDE AND
 GX0776'PROJECTS ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND, 24 FEET
 GX0776'NORTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET SOUTHWEST OF
 GX0776'THE SOUTHWEST CORNER OF A ONE STORY WHITE FRAME HOUSE, 10 FEET
 GX0776'SOUTHEAST OF POWER LINE POLE NO. 662D 80, ABOUT 2 FEET ABOVE THE
 GX0776'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0809 ***********************************************************************
 GX0809  DESIGNATION -  L 208
 GX0809  PID         -  GX0809
 GX0809  STATE/COUNTY-  WV/SUMMERS
 GX0809  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0809
 GX0809                         *CURRENT SURVEY CONTROL
 GX0809  ___________________________________________________________________
 GX0809* NAD 83(1986)-  37 49 25.     (N)    080 48 39.     (W)     SCALED    
 GX0809* NAVD 88     -       510.853  (meters)    1676.02   (feet)  ADJUSTED  
 GX0809  ___________________________________________________________________
 GX0809  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX0809  DYNAMIC HT  -         510.437 (meters)    1674.66  (feet)  COMP
 GX0809  MODELED GRAV-     979,799.8   (mgal)                       NAVD 88
 GX0809
 GX0809  VERT ORDER  -  SECOND    CLASS 0
 GX0809
 GX0809.The horizontal coordinates were scaled from a topographic map and have
 GX0809.an estimated accuracy of +/- 6 seconds.
 GX0809
 GX0809.The orthometric height was determined by differential leveling
 GX0809.and adjusted by the National Geodetic Survey in June 1991..
 GX0809
 GX0809.The geoid height was determined by GEOID03.
 GX0809
 GX0809.The dynamic height is computed by dividing the NAVD 88
 GX0809.geopotential number by the normal gravity value computed on the
 GX0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0809.degrees latitude (g = 980.6199 gals.).
 GX0809
 GX0809.The modeled gravity was interpolated from observed gravity values.
 GX0809
 GX0809;                    North         East    Units  Estimated Accuracy
 GX0809;SPC WV S     -    91,430.      616,650.      MT  (+/- 180 meters Scaled)
 GX0809
 GX0809                          SUPERSEDED SURVEY CONTROL
 GX0809
 GX0809  NGVD 29 (??/??/92)  511.016  (m)         1676.56   (f) ADJ UNCH    2 0
 GX0809
 GX0809.Superseded values are not recommended for survey control.
 GX0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0809.See file dsdata.txt to determine how the superseded data were derived.
 GX0809
 GX0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB166862(NAD 83)
 GX0809_MARKER: DB = BENCH MARK DISK
 GX0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0809_SP_SET: CULVERT
 GX0809_STAMPING: L 208 1961
 GX0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0809
 GX0809  HISTORY     - Date     Condition        Report By
 GX0809  HISTORY     - 1961     MONUMENTED       CGS
 GX0809
 GX0809                          STATION DESCRIPTION
 GX0809
 GX0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0809'0.4 MI SW FROM ELTON.
 GX0809'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE CHURCH
 GX0809'OF CHRIST AT ELTON, AT THE OUTSIDE OF A LONG CURVE, ABOUT 25
 GX0809'YARDS NORTHEAST OF THE CENTER LINE OF A DRIVEWAY LEADING NORTHWEST
 GX0809'TO A TWO STORY HOUSE ON A MOUNTAIN SIDE, SET ON TOP OF THE
 GX0809'NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A 6 FOOT
 GX0809'CONCRETE BOX CULVERT UNDER THE HIGHWAY, 17 FEET NORTHWEST OF
 GX0809'THE CENTER LINE OF THE HIGHWAY, 1/2 FOOT SOUTHWEST OF THE NORTHEAST
 GX0809'END OF THE HEADWALL AND 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0965 ***********************************************************************
 GX0965  DESIGNATION -  L 209
 GX0965  PID         -  GX0965
 GX0965  STATE/COUNTY-  WV/FAYETTE
 GX0965  USGS QUAD   -  DANESE (1987)
 GX0965
 GX0965                         *CURRENT SURVEY CONTROL
 GX0965  ___________________________________________________________________
 GX0965* NAD 83(1986)-  37 57 46.     (N)    080 54 48.     (W)     SCALED    
 GX0965* NAVD 88     -       786.911  (meters)    2581.72   (feet)  ADJUSTED  
 GX0965  ___________________________________________________________________
 GX0965  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX0965  DYNAMIC HT  -         786.254 (meters)    2579.57  (feet)  COMP
 GX0965  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 GX0965
 GX0965  VERT ORDER  -  SECOND    CLASS 0
 GX0965
 GX0965.The horizontal coordinates were scaled from a topographic map and have
 GX0965.an estimated accuracy of +/- 6 seconds.
 GX0965
 GX0965.The orthometric height was determined by differential leveling
 GX0965.and adjusted by the National Geodetic Survey in June 1991..
 GX0965
 GX0965.The geoid height was determined by GEOID03.
 GX0965
 GX0965.The dynamic height is computed by dividing the NAVD 88
 GX0965.geopotential number by the normal gravity value computed on the
 GX0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0965.degrees latitude (g = 980.6199 gals.).
 GX0965
 GX0965.The modeled gravity was interpolated from observed gravity values.
 GX0965
 GX0965;                    North         East    Units  Estimated Accuracy
 GX0965;SPC WV S     -   106,860.      607,620.      MT  (+/- 180 meters Scaled)
 GX0965
 GX0965                          SUPERSEDED SURVEY CONTROL
 GX0965
 GX0965  NGVD 29 (??/??/92)  787.053  (m)         2582.19   (f) ADJ UNCH    2 0
 GX0965
 GX0965.Superseded values are not recommended for survey control.
 GX0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0965.See file dsdata.txt to determine how the superseded data were derived.
 GX0965
 GX0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC076016(NAD 83)
 GX0965_MARKER: DB = BENCH MARK DISK
 GX0965_SETTING: 66 = SET IN ROCK OUTCROP
 GX0965_SP_SET: ROCK LEDGE
 GX0965_STAMPING: L 209 1961
 GX0965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0965+STABILITY: POSITION/ELEVATION WELL
 GX0965
 GX0965  HISTORY     - Date     Condition        Report By
 GX0965  HISTORY     - 1961     MONUMENTED       CGS
 GX0965  HISTORY     - 1980     GOOD             LOCSUR
 GX0965
 GX0965                          STATION DESCRIPTION
 GX0965
 GX0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0965'2.4 MI SE FROM LANDISBURG.
 GX0965'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0965'AT LANDISBURG, THENCE 0.45 MILE EAST ALONG A GRADED ROAD, NEAR
 GX0965'THE NORTHWEST CORNER OF THE YARD OF THE WHITE OAK METHODIST CHURCH,
 GX0965'SET ON TOP OF A 10-BY 8 FOOT LEDGE OF ROCK, 14 FEET SOUTH OF THE
 GX0965'CENTER LINE OF THE ROAD, 69 FEET NORTHWEST OF THE NORTHWEST
 GX0965'CORNER OF THE CHURCH, 3 FEET WEST OF THE EAST EDGE OF THE ROCK
 GX0965'AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
 GX0965
 GX0965                          STATION RECOVERY (1980)
 GX0965
 GX0965'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0791 ***********************************************************************
 KY0791  DESIGNATION -  L 21
 KY0791  PID         -  KY0791
 KY0791  STATE/COUNTY-  WV/HANCOCK
 KY0791  USGS QUAD   -  WEIRTON (1994)
 KY0791
 KY0791                         *CURRENT SURVEY CONTROL
 KY0791  ___________________________________________________________________
 KY0791* NAD 83(1986)-  40 24 49.     (N)    080 35 16.     (W)     SCALED    
 KY0791* NAVD 88     -       221.489  (meters)     726.67   (feet)  ADJUSTED  
 KY0791  ___________________________________________________________________
 KY0791  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KY0791  DYNAMIC HT  -         221.374 (meters)     726.29  (feet)  COMP
 KY0791  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 KY0791
 KY0791  VERT ORDER  -  FIRST     CLASS II
 KY0791
 KY0791.The horizontal coordinates were scaled from a topographic map and have
 KY0791.an estimated accuracy of +/- 6 seconds.
 KY0791
 KY0791.The orthometric height was determined by differential leveling
 KY0791.and adjusted by the National Geodetic Survey in June 1991..
 KY0791
 KY0791.The geoid height was determined by GEOID03.
 KY0791
 KY0791.The dynamic height is computed by dividing the NAVD 88
 KY0791.geopotential number by the normal gravity value computed on the
 KY0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0791.degrees latitude (g = 980.6199 gals.).
 KY0791
 KY0791.The modeled gravity was interpolated from observed gravity values.
 KY0791
 KY0791;                    North         East    Units  Estimated Accuracy
 KY0791;SPC WV N     -   213,010.      507,670.      MT  (+/- 180 meters Scaled)
 KY0791
 KY0791                          SUPERSEDED SURVEY CONTROL
 KY0791
 KY0791  NGVD 29 (??/??/92)  221.648  (m)          727.19   (f) ADJ UNCH    1 2
 KY0791
 KY0791.Superseded values are not recommended for survey control.
 KY0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0791.See file dsdata.txt to determine how the superseded data were derived.
 KY0791
 KY0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE349737(NAD 83)
 KY0791_MARKER: DB = BENCH MARK DISK
 KY0791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0791_SP_SET: PIER
 KY0791_STAMPING: L 21 1935
 KY0791_MARK LOGO: CGS   
 KY0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0791
 KY0791  HISTORY     - Date     Condition        Report By
 KY0791  HISTORY     - 1935     MONUMENTED       CGS
 KY0791  HISTORY     - 1960     GOOD             NGS
 KY0791  HISTORY     - 1983     GOOD             NGS
 KY0791
 KY0791                          STATION DESCRIPTION
 KY0791
 KY0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY0791'AT WEIRTON.
 KY0791'AT WEIRTON, HANCOCK COUNTY, ABOUT 95 FEET SOUTHEAST OF THE
 KY0791'PENNSYLVANIA RAILROAD STATION, AT THE OVERHEAD CROSSING OF
 KY0791'STATE HIGHWAY 2, AT THE FIRST PIER NORTHEAST OF THE SOUTHWEST
 KY0791'END OF THE VIADUCT, IN THE FIRST COLUMN OF THE NORTHWEST
 KY0791'END OF THE PIER, AND ABOUT 3 FEET ABOVE THE GROUND.  A STANDARD
 KY0791'DISK, STAMPED L 21 1935 AND SET VERTICALLY.
 KY0791
 KY0791                          STATION RECOVERY (1960)
 KY0791
 KY0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0791'RECOVERED IN GOOD CONDITION.
 KY0791
 KY0791                          STATION RECOVERY (1983)
 KY0791
 KY0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0791'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE EXCEPT
 KY0791'THAT THE PENNSYLVANIA RAILROAD STATION IS ABANDONED AND NOW OWNED BY
 KY0791'NATIONAL STEEL CORPORATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0937 ***********************************************************************
 GX0937  DESIGNATION -  L 210
 GX0937  PID         -  GX0937
 GX0937  STATE/COUNTY-  WV/GREENBRIER
 GX0937  USGS QUAD   -  RUPERT (1981)
 GX0937
 GX0937                         *CURRENT SURVEY CONTROL
 GX0937  ___________________________________________________________________
 GX0937* NAD 83(1986)-  37 58 59.     (N)    080 43 04.     (W)     SCALED    
 GX0937* NAVD 88     -       735.169  (meters)    2411.97   (feet)  ADJUSTED  
 GX0937  ___________________________________________________________________
 GX0937  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX0937  DYNAMIC HT  -         734.559 (meters)    2409.97  (feet)  COMP
 GX0937  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 GX0937
 GX0937  VERT ORDER  -  SECOND    CLASS 0
 GX0937
 GX0937.The horizontal coordinates were scaled from a topographic map and have
 GX0937.an estimated accuracy of +/- 6 seconds.
 GX0937
 GX0937.The orthometric height was determined by differential leveling
 GX0937.and adjusted by the National Geodetic Survey in June 1991..
 GX0937
 GX0937.The geoid height was determined by GEOID03.
 GX0937
 GX0937.The dynamic height is computed by dividing the NAVD 88
 GX0937.geopotential number by the normal gravity value computed on the
 GX0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0937.degrees latitude (g = 980.6199 gals.).
 GX0937
 GX0937.The modeled gravity was interpolated from observed gravity values.
 GX0937
 GX0937;                    North         East    Units  Estimated Accuracy
 GX0937;SPC WV S     -   109,150.      624,790.      MT  (+/- 180 meters Scaled)
 GX0937
 GX0937                          SUPERSEDED SURVEY CONTROL
 GX0937
 GX0937  NGVD 29 (??/??/92)  735.310  (m)         2412.43   (f) ADJ UNCH    2 0
 GX0937
 GX0937.Superseded values are not recommended for survey control.
 GX0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0937.See file dsdata.txt to determine how the superseded data were derived.
 GX0937
 GX0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC247039(NAD 83)
 GX0937_MARKER: DB = BENCH MARK DISK
 GX0937_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0937_SP_SET: BRIDGE
 GX0937_STAMPING: L 210 1961
 GX0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0937
 GX0937  HISTORY     - Date     Condition        Report By
 GX0937  HISTORY     - 1961     MONUMENTED       CGS
 GX0937
 GX0937                          STATION DESCRIPTION
 GX0937
 GX0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0937'2.3 MI NW FROM RUPERT.
 GX0937'ABOUT 2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0937'OFFICE AT RUPERT, ABOUT 1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY
 GX0937'60 FROM THE JUNCTION OF STATE HIGHWAY 20 AT CHARMCO, AT HINES,
 GX0937'SET ON TOP OF THE CONCRETE WINGWALL AND NEAR THE SOUTH CORNER
 GX0937'OF A 20 FOOT CONCRETE BRIDGE OVER MILL CREEK, 17 1/2 FEET
 GX0937'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT BELOW
 GX0937'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0878 ***********************************************************************
 GX0878  DESIGNATION -  L 211
 GX0878  PID         -  GX0878
 GX0878  STATE/COUNTY-  WV/SUMMERS
 GX0878  USGS QUAD   -  TALCOTT (1968)
 GX0878
 GX0878                         *CURRENT SURVEY CONTROL
 GX0878  ___________________________________________________________________
 GX0878* NAD 83(1986)-  37 39 35.     (N)    080 48 25.     (W)     SCALED    
 GX0878* NAVD 88     -       492.846  (meters)    1616.95   (feet)  ADJUSTED  
 GX0878  ___________________________________________________________________
 GX0878  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX0878  DYNAMIC HT  -         492.436 (meters)    1615.60  (feet)  COMP
 GX0878  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 GX0878
 GX0878  VERT ORDER  -  SECOND    CLASS 0
 GX0878
 GX0878.The horizontal coordinates were scaled from a topographic map and have
 GX0878.an estimated accuracy of +/- 6 seconds.
 GX0878
 GX0878.The orthometric height was determined by differential leveling
 GX0878.and adjusted by the National Geodetic Survey in June 1991..
 GX0878
 GX0878.The geoid height was determined by GEOID03.
 GX0878
 GX0878.The dynamic height is computed by dividing the NAVD 88
 GX0878.geopotential number by the normal gravity value computed on the
 GX0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0878.degrees latitude (g = 980.6199 gals.).
 GX0878
 GX0878.The modeled gravity was interpolated from observed gravity values.
 GX0878
 GX0878;                    North         East    Units  Estimated Accuracy
 GX0878;SPC WV S     -    73,240.      617,030.      MT  (+/- 180 meters Scaled)
 GX0878
 GX0878                          SUPERSEDED SURVEY CONTROL
 GX0878
 GX0878  NGVD 29 (??/??/92)  493.007  (m)         1617.47   (f) ADJ UNCH    2 0
 GX0878
 GX0878.Superseded values are not recommended for survey control.
 GX0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0878.See file dsdata.txt to determine how the superseded data were derived.
 GX0878
 GX0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB170680(NAD 83)
 GX0878_MARKER: DB = BENCH MARK DISK
 GX0878_SETTING: 66 = SET IN ROCK OUTCROP
 GX0878_SP_SET: ROCK CUT
 GX0878_STAMPING: L 211 1961
 GX0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0878+STABILITY: POSITION/ELEVATION WELL
 GX0878
 GX0878  HISTORY     - Date     Condition        Report By
 GX0878  HISTORY     - 1961     MONUMENTED       CGS
 GX0878
 GX0878                          STATION DESCRIPTION
 GX0878
 GX0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0878'4.2 MI NW FROM TALCOTT.
 GX0878'ABOUT 3.65 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0878'THE STATION AT TALCOTT, THENCE 0.45 MILE NORTH ALONG POWLEY CREEK
 GX0878'ROAD, ABOUT 40 YARDS NORTH AND ACROSS THE ROAD FROM THE FREEDOM
 GX0878'BAPTIST CHURCH, SET ON TOP OF A ROCK THAT IS 30 FEET LONG AND
 GX0878'2 1/2 FEET HIGH AND IS PART OF A CUT BANK, 21 FEET NORTHWEST OF
 GX0878'THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF THE EAST CORNER OF THE
 GX0878'ROCK AND 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0904 ***********************************************************************
 GX0904  DESIGNATION -  L 212
 GX0904  PID         -  GX0904
 GX0904  STATE/COUNTY-  WV/SUMMERS
 GX0904  USGS QUAD   -  DAWSON (1971)
 GX0904
 GX0904                         *CURRENT SURVEY CONTROL
 GX0904  ___________________________________________________________________
 GX0904* NAD 83(1986)-  37 47 46.     (N)    080 42 30.     (W)     SCALED    
 GX0904* NAVD 88     -       789.091  (meters)    2588.88   (feet)  ADJUSTED  
 GX0904  ___________________________________________________________________
 GX0904  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0904  DYNAMIC HT  -         788.433 (meters)    2586.72  (feet)  COMP
 GX0904  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 GX0904
 GX0904  VERT ORDER  -  SECOND    CLASS 0
 GX0904
 GX0904.The horizontal coordinates were scaled from a topographic map and have
 GX0904.an estimated accuracy of +/- 6 seconds.
 GX0904
 GX0904.The orthometric height was determined by differential leveling
 GX0904.and adjusted by the National Geodetic Survey in June 1991..
 GX0904
 GX0904.The geoid height was determined by GEOID03.
 GX0904
 GX0904.The dynamic height is computed by dividing the NAVD 88
 GX0904.geopotential number by the normal gravity value computed on the
 GX0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0904.degrees latitude (g = 980.6199 gals.).
 GX0904
 GX0904.The modeled gravity was interpolated from observed gravity values.
 GX0904
 GX0904;                    North         East    Units  Estimated Accuracy
 GX0904;SPC WV S     -    88,400.      625,690.      MT  (+/- 180 meters Scaled)
 GX0904
 GX0904                          SUPERSEDED SURVEY CONTROL
 GX0904
 GX0904  NGVD 29 (??/??/92)  789.252  (m)         2589.40   (f) ADJ UNCH    2 0
 GX0904
 GX0904.Superseded values are not recommended for survey control.
 GX0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0904.See file dsdata.txt to determine how the superseded data were derived.
 GX0904
 GX0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB256832(NAD 83)
 GX0904_MARKER: DB = BENCH MARK DISK
 GX0904_SETTING: 66 = SET IN ROCK OUTCROP
 GX0904_SP_SET: ROCK CUT
 GX0904_STAMPING: L 212 1961
 GX0904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0904+STABILITY: POSITION/ELEVATION WELL
 GX0904
 GX0904  HISTORY     - Date     Condition        Report By
 GX0904  HISTORY     - 1961     MONUMENTED       CGS
 GX0904
 GX0904                          STATION DESCRIPTION
 GX0904
 GX0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0904'2.8 MI SE FROM GRASSY MEADOWS.
 GX0904'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 GX0904'OFFICE AT GRASSY MEADOWS, THENCE 1.45 MILES SOUTH ALONG A ROUGH
 GX0904'GRADED ROAD, ON THE NORTH SLOPE OF A MOUNTAIN, 78 YARDS SOUTH OF
 GX0904'THE GREENBRIER-SUMMERS COUNTY LINE, SET VERTICALLY IN THE EAST
 GX0904'FACE OF A ROCK THAT IS 8 FEET LONG AND 3 FEET HIGH AND IS PART
 GX0904'OF A 4-FOOT HIGH CUT BANK, 8 FEET WEST OF THE CENTER LINE OF THE
 GX0904'ROAD, 2 FEET ABOVE THE LEVEL OF THE GROUND AND THE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0986 ***********************************************************************
 GX0986  DESIGNATION -  L 213
 GX0986  PID         -  GX0986
 GX0986  STATE/COUNTY-  WV/FAYETTE
 GX0986  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0986
 GX0986                         *CURRENT SURVEY CONTROL
 GX0986  ___________________________________________________________________
 GX0986* NAD 83(1986)-  37 51 56.     (N)    080 45 09.     (W)     SCALED    
 GX0986* NAVD 88     -       748.933  (meters)    2457.12   (feet)  ADJUSTED  
 GX0986  ___________________________________________________________________
 GX0986  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX0986  DYNAMIC HT  -         748.302 (meters)    2455.05  (feet)  COMP
 GX0986  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 GX0986
 GX0986  VERT ORDER  -  SECOND    CLASS 0
 GX0986
 GX0986.The horizontal coordinates were scaled from a topographic map and have
 GX0986.an estimated accuracy of +/- 6 seconds.
 GX0986
 GX0986.The orthometric height was determined by differential leveling
 GX0986.and adjusted by the National Geodetic Survey in June 1991..
 GX0986
 GX0986.The geoid height was determined by GEOID03.
 GX0986
 GX0986.The dynamic height is computed by dividing the NAVD 88
 GX0986.geopotential number by the normal gravity value computed on the
 GX0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0986.degrees latitude (g = 980.6199 gals.).
 GX0986
 GX0986.The modeled gravity was interpolated from observed gravity values.
 GX0986
 GX0986;                    North         East    Units  Estimated Accuracy
 GX0986;SPC WV S     -    96,100.      621,780.      MT  (+/- 180 meters Scaled)
 GX0986
 GX0986                          SUPERSEDED SURVEY CONTROL
 GX0986
 GX0986  NGVD 29 (??/??/92)  749.077  (m)         2457.60   (f) ADJ UNCH    2 0
 GX0986
 GX0986.Superseded values are not recommended for survey control.
 GX0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0986.See file dsdata.txt to determine how the superseded data were derived.
 GX0986
 GX0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB217909(NAD 83)
 GX0986_MARKER: DB = BENCH MARK DISK
 GX0986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0986_SP_SET: CULVERT
 GX0986_STAMPING: L 213 1961
 GX0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0986
 GX0986  HISTORY     - Date     Condition        Report By
 GX0986  HISTORY     - 1961     MONUMENTED       CGS
 GX0986
 GX0986                          STATION DESCRIPTION
 GX0986
 GX0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0986'3.6 MI E FROM SPRINGDALE.
 GX0986'ABOUT 3.65 MILES EAST ALONG A BLACK TOP ROAD FROM ITS JUNCTION
 GX0986'WITH STATE HIGHWAY 20 AT SPRINGDALE, ABOUT 3.05 MILES NORTHWEST
 GX0986'ALONG A BLACK TOP ROAD FROM A T ROAD JUNCTION IN THE TOWN OF DAWSON,
 GX0986'AT THE OUTSIDE OF A CURVE, SET ON THE TOP OF THE EAST END OF
 GX0986'THE NORTH CONCRETE HEADWALL OF A 6-FOOT BOX CULVERT UNDER THE
 GX0986'ROAD, 13 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT
 GX0986'WEST OF THE EAST END OF THE HEADWALL AND 1 1/2 FEET BELOW THE
 GX0986'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0920 ***********************************************************************
 GX0920  DESIGNATION -  L 214
 GX0920  PID         -  GX0920
 GX0920  STATE/COUNTY-  WV/GREENBRIER
 GX0920  USGS QUAD   -  RUPERT (1981)
 GX0920
 GX0920                         *CURRENT SURVEY CONTROL
 GX0920  ___________________________________________________________________
 GX0920* NAD 83(1986)-  37 54 55.     (N)    080 41 53.     (W)     SCALED    
 GX0920* NAVD 88     -       759.406  (meters)    2491.48   (feet)  ADJUSTED  
 GX0920  ___________________________________________________________________
 GX0920  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX0920  DYNAMIC HT  -         758.769 (meters)    2489.39  (feet)  COMP
 GX0920  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 GX0920
 GX0920  VERT ORDER  -  SECOND    CLASS 0
 GX0920
 GX0920.The horizontal coordinates were scaled from a topographic map and have
 GX0920.an estimated accuracy of +/- 6 seconds.
 GX0920
 GX0920.The orthometric height was determined by differential leveling
 GX0920.and adjusted by the National Geodetic Survey in June 1991..
 GX0920
 GX0920.The geoid height was determined by GEOID03.
 GX0920
 GX0920.The dynamic height is computed by dividing the NAVD 88
 GX0920.geopotential number by the normal gravity value computed on the
 GX0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0920.degrees latitude (g = 980.6199 gals.).
 GX0920
 GX0920.The modeled gravity was interpolated from observed gravity values.
 GX0920
 GX0920;                    North         East    Units  Estimated Accuracy
 GX0920;SPC WV S     -   101,630.      626,550.      MT  (+/- 180 meters Scaled)
 GX0920
 GX0920                          SUPERSEDED SURVEY CONTROL
 GX0920
 GX0920  NGVD 29 (??/??/92)  759.551  (m)         2491.96   (f) ADJ UNCH    2 0
 GX0920
 GX0920.Superseded values are not recommended for survey control.
 GX0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0920.See file dsdata.txt to determine how the superseded data were derived.
 GX0920
 GX0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB265964(NAD 83)
 GX0920_MARKER: DB = BENCH MARK DISK
 GX0920_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0920_SP_SET: UNSPECIFIED ROCK
 GX0920_STAMPING: L 214 1961
 GX0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0920
 GX0920  HISTORY     - Date     Condition        Report By
 GX0920  HISTORY     - 1961     MONUMENTED       CGS
 GX0920
 GX0920                          STATION DESCRIPTION
 GX0920
 GX0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0920'5.8 MI NW FROM DAWSON.
 GX0920'ABOUT 1.45 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM A T
 GX0920'ROAD JUNCTION AT DAWSON, THENCE 4.4 MILES NORTH ALONG A BLACK
 GX0920'TOP ROAD, 0.65 MILE NORTH OF A GRADED ROAD CROSSING, ON THE
 GX0920'NORTH SLOPE OF A HILL, AT THE INSIDE OF A CURVE, SET ON THE
 GX0920'TOP OF THE EAST END OF A TRIANGULAR SHAPED ROCK THAT IS 2
 GX0920'FEET WIDE AND 2 FEET HIGH AND PROJECTS OUT OF THE MOUNTAIN SIDE,
 GX0920'12 FEET WEST OF THE CENTER LINE OF THE ROAD AND 1 1/2 FEET
 GX0920'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1334 ***********************************************************************
 HX1334  DESIGNATION -  L 215
 HX1334  PID         -  HX1334
 HX1334  STATE/COUNTY-  WV/GREENBRIER
 HX1334  USGS QUAD   -  DUO (1995)
 HX1334
 HX1334                         *CURRENT SURVEY CONTROL
 HX1334  ___________________________________________________________________
 HX1334* NAD 83(1986)-  38 04 02.     (N)    080 36 15.     (W)     SCALED    
 HX1334* NAVD 88     -       973.740  (meters)    3194.68   (feet)  ADJUSTED  
 HX1334  ___________________________________________________________________
 HX1334  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HX1334  DYNAMIC HT  -         972.906 (meters)    3191.94  (feet)  COMP
 HX1334  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 HX1334
 HX1334  VERT ORDER  -  SECOND    CLASS 0
 HX1334
 HX1334.The horizontal coordinates were scaled from a topographic map and have
 HX1334.an estimated accuracy of +/- 6 seconds.
 HX1334
 HX1334.The orthometric height was determined by differential leveling
 HX1334.and adjusted by the National Geodetic Survey in June 1991..
 HX1334
 HX1334.The geoid height was determined by GEOID03.
 HX1334
 HX1334.The dynamic height is computed by dividing the NAVD 88
 HX1334.geopotential number by the normal gravity value computed on the
 HX1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1334.degrees latitude (g = 980.6199 gals.).
 HX1334
 HX1334.The modeled gravity was interpolated from observed gravity values.
 HX1334
 HX1334;                    North         East    Units  Estimated Accuracy
 HX1334;SPC WV S     -   118,520.      634,730.      MT  (+/- 180 meters Scaled)
 HX1334
 HX1334                          SUPERSEDED SURVEY CONTROL
 HX1334
 HX1334  NGVD 29 (??/??/92)  973.858  (m)         3195.07   (f) ADJ UNCH    2 0
 HX1334
 HX1334.Superseded values are not recommended for survey control.
 HX1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1334.See file dsdata.txt to determine how the superseded data were derived.
 HX1334
 HX1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC347133(NAD 83)
 HX1334_MARKER: DB = BENCH MARK DISK
 HX1334_SETTING: 66 = SET IN ROCK OUTCROP
 HX1334_SP_SET: ROCK CUT
 HX1334_STAMPING: L 215 1961
 HX1334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1334+STABILITY: POSITION/ELEVATION WELL
 HX1334
 HX1334  HISTORY     - Date     Condition        Report By
 HX1334  HISTORY     - 1961     MONUMENTED       CGS
 HX1334
 HX1334                          STATION DESCRIPTION
 HX1334
 HX1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1334'9.8 MI N FROM RUPERT.
 HX1334'ABOUT 9.8 MILES NORTH ALONG A BLACK TOP ROAD FROM THE HIGH
 HX1334'SCHOOL BUILDING AT RUPERT, AT DUO, ALONG THE CHESAPEAKE AND
 HX1334'OHIO RAILWAY, 3 1/2 RAILS SOUTH OF THE SOUTH END OF WHERE TWO
 HX1334'TRACK FORKS, ABOUT 40 YARDS SOUTHWEST AND ACROSS THE TRACK FROM
 HX1334'A Y JUNCTION, SET IN THE TOP OF A ROCK THAT IS AT THE NORTH
 HX1334'END OF A LOW CUT ON THE WEST SIDE OF THE TRACK, 16 FEET WEST
 HX1334'OF THE WEST RAIL, 30 FEET SOUTH OF THE NORTH END OF THE CUT AND
 HX1334'2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1003 ***********************************************************************
 GX1003  DESIGNATION -  L 216
 GX1003  PID         -  GX1003
 GX1003  STATE/COUNTY-  WV/GREENBRIER
 GX1003  USGS QUAD   -  ASBURY (1979)
 GX1003
 GX1003                         *CURRENT SURVEY CONTROL
 GX1003  ___________________________________________________________________
 GX1003* NAD 83(1986)-  37 45 08.     (N)    080 36 47.     (W)     SCALED    
 GX1003* NAVD 88     -       518.659  (meters)    1701.63   (feet)  ADJUSTED  
 GX1003  ___________________________________________________________________
 GX1003  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX1003  DYNAMIC HT  -         518.238 (meters)    1700.25  (feet)  COMP
 GX1003  MODELED GRAV-     979,803.6   (mgal)                       NAVD 88
 GX1003
 GX1003  VERT ORDER  -  SECOND    CLASS 0
 GX1003
 GX1003.The horizontal coordinates were scaled from a topographic map and have
 GX1003.an estimated accuracy of +/- 6 seconds.
 GX1003
 GX1003.The orthometric height was determined by differential leveling
 GX1003.and adjusted by the National Geodetic Survey in June 1991..
 GX1003
 GX1003.The geoid height was determined by GEOID03.
 GX1003
 GX1003.The dynamic height is computed by dividing the NAVD 88
 GX1003.geopotential number by the normal gravity value computed on the
 GX1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1003.degrees latitude (g = 980.6199 gals.).
 GX1003
 GX1003.The modeled gravity was interpolated from observed gravity values.
 GX1003
 GX1003;                    North         East    Units  Estimated Accuracy
 GX1003;SPC WV S     -    83,560.      634,100.      MT  (+/- 180 meters Scaled)
 GX1003
 GX1003                          SUPERSEDED SURVEY CONTROL
 GX1003
 GX1003  NGVD 29 (??/??/92)  518.830  (m)         1702.19   (f) ADJ UNCH    2 0
 GX1003
 GX1003.Superseded values are not recommended for survey control.
 GX1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1003.See file dsdata.txt to determine how the superseded data were derived.
 GX1003
 GX1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB340783(NAD 83)
 GX1003_MARKER: DB = BENCH MARK DISK
 GX1003_SETTING: 66 = SET IN ROCK OUTCROP
 GX1003_SP_SET: ROCK
 GX1003_STAMPING: L 216 1961
 GX1003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1003+STABILITY: POSITION/ELEVATION WELL
 GX1003
 GX1003  HISTORY     - Date     Condition        Report By
 GX1003  HISTORY     - 1961     MONUMENTED       CGS
 GX1003
 GX1003                          STATION DESCRIPTION
 GX1003
 GX1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1003'3 MI NE FROM ALDERSON.
 GX1003'ABOUT 3.0 MILES NORTHEAST ALONG STATE HIGHWAY 12 FROM THE NORTH
 GX1003'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, ABOUT 0.75 MILE
 GX1003'SOUTHWEST OF THE JUNCTION OF COUNTY ROUTE NO. 66, ALONG THE WEST
 GX1003'SLOPE OF A HILL, SET ON THE TOP OF THE NORTHWEST EDGE OF A ROCK
 GX1003'THAT IS 8 FEET LONG AND 2 FEET WIDE, NEAR THE BASE OF A CUT, 16
 GX1003'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTHWEST
 GX1003'OF THE NORTHEAST END OF THE CUT AND 1 FOOT ABOVE THE LEVEL OF
 GX1003'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0130 ***********************************************************************
 GX0130  DESIGNATION -  L 217
 GX0130  PID         -  GX0130
 GX0130  STATE/COUNTY-  WV/GREENBRIER
 GX0130  USGS QUAD   -  LEWISBURG (1979)
 GX0130
 GX0130                         *CURRENT SURVEY CONTROL
 GX0130  ___________________________________________________________________
 GX0130* NAD 83(1986)-  37 50 08.     (N)    080 29 09.     (W)     SCALED    
 GX0130* NAVD 88     -       632.206  (meters)    2074.16   (feet)  ADJUSTED  
 GX0130  ___________________________________________________________________
 GX0130  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GX0130  DYNAMIC HT  -         631.683 (meters)    2072.45  (feet)  COMP
 GX0130  MODELED GRAV-     979,781.1   (mgal)                       NAVD 88
 GX0130
 GX0130  VERT ORDER  -  SECOND    CLASS 0
 GX0130
 GX0130.The horizontal coordinates were scaled from a topographic map and have
 GX0130.an estimated accuracy of +/- 6 seconds.
 GX0130
 GX0130.The orthometric height was determined by differential leveling
 GX0130.and adjusted by the National Geodetic Survey in June 1991..
 GX0130
 GX0130.The geoid height was determined by GEOID03.
 GX0130
 GX0130.The dynamic height is computed by dividing the NAVD 88
 GX0130.geopotential number by the normal gravity value computed on the
 GX0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0130.degrees latitude (g = 980.6199 gals.).
 GX0130
 GX0130.The modeled gravity was interpolated from observed gravity values.
 GX0130
 GX0130;                    North         East    Units  Estimated Accuracy
 GX0130;SPC WV S     -    92,860.      645,260.      MT  (+/- 180 meters Scaled)
 GX0130
 GX0130                          SUPERSEDED SURVEY CONTROL
 GX0130
 GX0130  NGVD 29 (??/??/92)  632.356  (m)         2074.65   (f) ADJ UNCH    2 0
 GX0130
 GX0130.Superseded values are not recommended for survey control.
 GX0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0130.See file dsdata.txt to determine how the superseded data were derived.
 GX0130
 GX0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB452876(NAD 83)
 GX0130_MARKER: DB = BENCH MARK DISK
 GX0130_SETTING: 66 = SET IN ROCK OUTCROP
 GX0130_SP_SET: ROCK
 GX0130_STAMPING: L 217 1961
 GX0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0130+STABILITY: POSITION/ELEVATION WELL
 GX0130
 GX0130  HISTORY     - Date     Condition        Report By
 GX0130  HISTORY     - 1961     MONUMENTED       CGS
 GX0130  HISTORY     - 1983     GOOD             NGS
 GX0130
 GX0130                          STATION DESCRIPTION
 GX0130
 GX0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0130'3.8 MI NW FROM LEWISBURG.
 GX0130'ABOUT 3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0130'OFFICE AT LEWISBURG, 0.2 MILE NORTH OF THE CENTRAL SCHOOL, 40
 GX0130'YARDS SOUTH OF THE TOP OF A SHORT HILL, SET VERTICALLY IN THE
 GX0130'SOUTHEAST FACE OF A 2 FOOT HIGH LEDGE OF ROCK THAT IS AT THE
 GX0130'BASE OF AND 8 FOOT HIGH CUT, 19 FEET NORTHWEST OF THE CENTER
 GX0130'LINE OF THE HIGHWAY, 40 YARDS SOUTHWEST OF THE NORTHEAST END OF
 GX0130'THE CUT AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GX0130
 GX0130                          STATION RECOVERY (1983)
 GX0130
 GX0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1984 ***********************************************************************
 HX1984  DESIGNATION -  L 218
 HX1984  PID         -  HX1984
 HX1984  STATE/COUNTY-  WV/FAYETTE
 HX1984  USGS QUAD   -  ANSTED (1976)
 HX1984
 HX1984                         *CURRENT SURVEY CONTROL
 HX1984  ___________________________________________________________________
 HX1984* NAD 83(1986)-  38 09 37.     (N)    081 05 41.     (W)     SCALED    
 HX1984* NAVD 88     -       454.700  (meters)    1491.79   (feet)  ADJUSTED  
 HX1984  ___________________________________________________________________
 HX1984  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HX1984  DYNAMIC HT  -         454.367 (meters)    1490.70  (feet)  COMP
 HX1984  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 HX1984
 HX1984  VERT ORDER  -  SECOND    CLASS 0
 HX1984
 HX1984.The horizontal coordinates were scaled from a topographic map and have
 HX1984.an estimated accuracy of +/- 6 seconds.
 HX1984
 HX1984.The orthometric height was determined by differential leveling
 HX1984.and adjusted by the National Geodetic Survey in June 1991..
 HX1984
 HX1984.The geoid height was determined by GEOID03.
 HX1984
 HX1984.The dynamic height is computed by dividing the NAVD 88
 HX1984.geopotential number by the normal gravity value computed on the
 HX1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1984.degrees latitude (g = 980.6199 gals.).
 HX1984
 HX1984.The modeled gravity was interpolated from observed gravity values.
 HX1984
 HX1984;                    North         East    Units  Estimated Accuracy
 HX1984;SPC WV S     -   128,780.      591,700.      MT  (+/- 180 meters Scaled)
 HX1984
 HX1984                          SUPERSEDED SURVEY CONTROL
 HX1984
 HX1984  NGVD 29 (??/??/92)  454.879  (m)         1492.38   (f) ADJ UNCH    2 0
 HX1984
 HX1984.Superseded values are not recommended for survey control.
 HX1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1984.See file dsdata.txt to determine how the superseded data were derived.
 HX1984
 HX1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC917236(NAD 83)
 HX1984_MARKER: DB = BENCH MARK DISK
 HX1984_SETTING: 66 = SET IN ROCK OUTCROP
 HX1984_SP_SET: ROCK OUTCROP
 HX1984_STAMPING: L 218 1961
 HX1984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1984+STABILITY: POSITION/ELEVATION WELL
 HX1984
 HX1984  HISTORY     - Date     Condition        Report By
 HX1984  HISTORY     - 1961     MONUMENTED       CGS
 HX1984
 HX1984                          STATION DESCRIPTION
 HX1984
 HX1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1984'3.6 MI N FROM ANSTED.
 HX1984'ABOUT 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1984'HIGH SCHOOL AT ANSTED, THENCE 3.25 MILES NORTH ALONG A BLACK TOP
 HX1984'AND GRADED ROAD, 0.6 MILE SOUTH OF THE EVERGREEN BAPTIST CHURCH,
 HX1984'SET VERTICALLY IN THE WEST FACE OF A LARGE OUTCROP, 15 FEET
 HX1984'NORTHEAST OF THE CENTER LINE OF THE ROAD, 90 FEET SOUTHEAST OF
 HX1984'THE JUNCTION OF THE MAIN ROAD AND A PRIVATE DRIVE LEADING TO A
 HX1984'ONE-STORY WHITE HOUSE WHICH IS ABOUT 0.2 MILE WEST OF THE MAIN
 HX1984'ROAD, AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1144 ***********************************************************************
 HX1144  DESIGNATION -  L 219
 HX1144  PID         -  HX1144
 HX1144  STATE/COUNTY-  WV/FAYETTE
 HX1144  USGS QUAD   -  WINONA (1976)
 HX1144
 HX1144                         *CURRENT SURVEY CONTROL
 HX1144  ___________________________________________________________________
 HX1144* NAD 83(1986)-  38 05 48.     (N)    080 59 20.     (W)     SCALED    
 HX1144* NAVD 88     -       737.174  (meters)    2418.55   (feet)  ADJUSTED  
 HX1144  ___________________________________________________________________
 HX1144  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HX1144  DYNAMIC HT  -         736.593 (meters)    2416.64  (feet)  COMP
 HX1144  MODELED GRAV-     979,815.6   (mgal)                       NAVD 88
 HX1144
 HX1144  VERT ORDER  -  SECOND    CLASS 0
 HX1144
 HX1144.The horizontal coordinates were scaled from a topographic map and have
 HX1144.an estimated accuracy of +/- 6 seconds.
 HX1144
 HX1144.The orthometric height was determined by differential leveling
 HX1144.and adjusted by the National Geodetic Survey in June 1991..
 HX1144
 HX1144.The geoid height was determined by GEOID03.
 HX1144
 HX1144.The dynamic height is computed by dividing the NAVD 88
 HX1144.geopotential number by the normal gravity value computed on the
 HX1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1144.degrees latitude (g = 980.6199 gals.).
 HX1144
 HX1144.The modeled gravity was interpolated from observed gravity values.
 HX1144
 HX1144;                    North         East    Units  Estimated Accuracy
 HX1144;SPC WV S     -   121,720.      600,980.      MT  (+/- 180 meters Scaled)
 HX1144
 HX1144                          SUPERSEDED SURVEY CONTROL
 HX1144
 HX1144  NGVD 29 (??/??/92)  737.340  (m)         2419.09   (f) ADJ UNCH    2 0
 HX1144
 HX1144.Superseded values are not recommended for survey control.
 HX1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1144.See file dsdata.txt to determine how the superseded data were derived.
 HX1144
 HX1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC009165(NAD 83)
 HX1144_MARKER: DB = BENCH MARK DISK
 HX1144_SETTING: 66 = SET IN ROCK OUTCROP
 HX1144_SP_SET: ROCK CUT
 HX1144_STAMPING: L 219 1961
 HX1144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1144+STABILITY: POSITION/ELEVATION WELL
 HX1144
 HX1144  HISTORY     - Date     Condition        Report By
 HX1144  HISTORY     - 1961     MONUMENTED       CGS
 HX1144
 HX1144                          STATION DESCRIPTION
 HX1144
 HX1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1144'3.2 MI NW FROM LOOKOUT.
 HX1144'ABOUT 3.15 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL
 HX1144'HIGH SCHOOL AT LOOKOUT, 0.3 MILE NORTHWEST OF THE JUNCTION OF THE
 HX1144'HIGHWAY AND THE ENTRANCE DRIVE TO SHIRLEYS MOTEL, SET VERTICALLY
 HX1144'IN THE WEST FACE OF A ROCK CUT ON A LONG HILL, 25 FEET EAST
 HX1144'OF THE CENTER LINE OF THE HIGHWAY, 138 FEET SOUTH OF THE NORTH
 HX1144'END OF THE CUT, 37 FEET NORTH OF POWER LINE POLE NO. 469A36 WITH
 HX1144'A TRANSFORMER AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0514 ***********************************************************************
 JX0514  DESIGNATION -  L 22
 JX0514  PID         -  JX0514
 JX0514  STATE/COUNTY-  WV/MARSHALL
 JX0514  USGS QUAD   -  CAMERON (1988)
 JX0514
 JX0514                         *CURRENT SURVEY CONTROL
 JX0514  ___________________________________________________________________
 JX0514* NAD 83(1986)-  39 46 18.     (N)    080 32 16.     (W)     SCALED    
 JX0514* NAVD 88     -       294.324  (meters)     965.63   (feet)  ADJUSTED  
 JX0514  ___________________________________________________________________
 JX0514  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0514  DYNAMIC HT  -         294.153 (meters)     965.07  (feet)  COMP
 JX0514  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 JX0514
 JX0514  VERT ORDER  -  FIRST     CLASS II
 JX0514
 JX0514.The horizontal coordinates were scaled from a topographic map and have
 JX0514.an estimated accuracy of +/- 6 seconds.
 JX0514
 JX0514.The orthometric height was determined by differential leveling
 JX0514.and adjusted by the National Geodetic Survey in June 1991..
 JX0514
 JX0514.The geoid height was determined by GEOID03.
 JX0514
 JX0514.The dynamic height is computed by dividing the NAVD 88
 JX0514.geopotential number by the normal gravity value computed on the
 JX0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0514.degrees latitude (g = 980.6199 gals.).
 JX0514
 JX0514.The modeled gravity was interpolated from observed gravity values.
 JX0514
 JX0514;                    North         East    Units  Estimated Accuracy
 JX0514;SPC WV N     -   141,690.      511,090.      MT  (+/- 180 meters Scaled)
 JX0514
 JX0514                          SUPERSEDED SURVEY CONTROL
 JX0514
 JX0514  NGVD 29 (??/??/92)  294.466  (m)          966.09   (f) ADJ UNCH    1 2
 JX0514
 JX0514.Superseded values are not recommended for survey control.
 JX0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0514.See file dsdata.txt to determine how the superseded data were derived.
 JX0514
 JX0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE395025(NAD 83)
 JX0514_MARKER: DB = BENCH MARK DISK
 JX0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0514_STAMPING: L 22 1935
 JX0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0514+STABILITY: SURFACE MOTION
 JX0514
 JX0514  HISTORY     - Date     Condition        Report By
 JX0514  HISTORY     - 1935     MONUMENTED       CGS
 JX0514  HISTORY     - 1957     GOOD             NGS
 JX0514
 JX0514                          STATION DESCRIPTION
 JX0514
 JX0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0514'AT WOODRUFF.
 JX0514'AT WOODRUFF, ALONG THE BALTIMORE AND OHIO RAILROAD, 20 FEET
 JX0514'EAST OF EAST RAIL, 66 1/2 FEET NORTHEAST AND ACROSS ROAD AND
 JX0514'TRACK FROM STATION SIGN, 82 FEET NORTH OF NORTHWEST CORNER OF
 JX0514'TWO-STORY STORE AND RESIDENCE BUILDING HOUSING THE POST OFFICE,
 JX0514'41 1/2 FEET NORTHEAST OF CENTER OF A ROAD CROSSING, 22 FEET
 JX0514'NORTH OF EAST END OF A 40-INCH PIPE CULVERT UNDER TRACK, ABOUT
 JX0514'LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX0514'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1970 ***********************************************************************
 HX1970  DESIGNATION -  L 220
 HX1970  PID         -  HX1970
 HX1970  STATE/COUNTY-  WV/FAYETTE
 HX1970  USGS QUAD   -  ANSTED (1976)
 HX1970
 HX1970                         *CURRENT SURVEY CONTROL
 HX1970  ___________________________________________________________________
 HX1970* NAD 83(1986)-  38 09 45.     (N)    081 02 11.     (W)     SCALED    
 HX1970* NAVD 88     -       488.312  (meters)    1602.07   (feet)  ADJUSTED  
 HX1970  ___________________________________________________________________
 HX1970  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HX1970  DYNAMIC HT  -         487.947 (meters)    1600.87  (feet)  COMP
 HX1970  MODELED GRAV-     979,865.0   (mgal)                       NAVD 88
 HX1970
 HX1970  VERT ORDER  -  SECOND    CLASS 0
 HX1970
 HX1970.The horizontal coordinates were scaled from a topographic map and have
 HX1970.an estimated accuracy of +/- 6 seconds.
 HX1970
 HX1970.The orthometric height was determined by differential leveling
 HX1970.and adjusted by the National Geodetic Survey in June 1991..
 HX1970
 HX1970.The geoid height was determined by GEOID03.
 HX1970
 HX1970.The dynamic height is computed by dividing the NAVD 88
 HX1970.geopotential number by the normal gravity value computed on the
 HX1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1970.degrees latitude (g = 980.6199 gals.).
 HX1970
 HX1970.The modeled gravity was interpolated from observed gravity values.
 HX1970
 HX1970;                    North         East    Units  Estimated Accuracy
 HX1970;SPC WV S     -   129,030.      596,810.      MT  (+/- 180 meters Scaled)
 HX1970
 HX1970                          SUPERSEDED SURVEY CONTROL
 HX1970
 HX1970  NGVD 29 (??/??/92)  488.488  (m)         1602.65   (f) ADJ UNCH    2 0
 HX1970
 HX1970.Superseded values are not recommended for survey control.
 HX1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1970.See file dsdata.txt to determine how the superseded data were derived.
 HX1970
 HX1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC968238(NAD 83)
 HX1970_MARKER: DB = BENCH MARK DISK
 HX1970_SETTING: 66 = SET IN ROCK OUTCROP
 HX1970_SP_SET: ROCK LEDGE
 HX1970_STAMPING: L 220 1961
 HX1970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1970+STABILITY: POSITION/ELEVATION WELL
 HX1970
 HX1970  HISTORY     - Date     Condition        Report By
 HX1970  HISTORY     - 1961     MONUMENTED       CGS
 HX1970
 HX1970                          STATION DESCRIPTION
 HX1970
 HX1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1970'5.8 MI NE FROM ANSTED.
 HX1970'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1970'HIGH SCHOOL AT ANSTED, THENCE 4.4 MILES NORTHEAST ALONG A BLACK TOP
 HX1970'ROAD, SET VERTICALLY IN THE WEST FACE OF A 25-FOOT LONG ROCK,
 HX1970'NEAR THE JUNCTION OF A GRADED ROAD LEADING NORTHWEST UP HORSE
 HX1970'SHOE CREEK, 24 FEET EAST OF THE CENTER LINE OF THE BLACK TOP ROAD,
 HX1970'120 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 HX1970'NORTHWEST, 18 FEET SOUTH OF THE NORTH END OF THE ROCK AND 3 FEET
 HX1970'ABOVE THE LEVEL OF THE GROUND AND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1168 ***********************************************************************
 HX1168  DESIGNATION -  L 221
 HX1168  PID         -  HX1168
 HX1168  STATE/COUNTY-  WV/NICHOLAS
 HX1168  USGS QUAD   -  MOUNT NEBO (1976)
 HX1168
 HX1168                         *CURRENT SURVEY CONTROL
 HX1168  ___________________________________________________________________
 HX1168* NAD 83(1986)-  38 09 28.     (N)    080 52 14.     (W)     SCALED    
 HX1168* NAVD 88     -       638.666  (meters)    2095.36   (feet)  ADJUSTED  
 HX1168  ___________________________________________________________________
 HX1168  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 HX1168  DYNAMIC HT  -         638.173 (meters)    2093.74  (feet)  COMP
 HX1168  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 HX1168
 HX1168  VERT ORDER  -  SECOND    CLASS 0
 HX1168
 HX1168.The horizontal coordinates were scaled from a topographic map and have
 HX1168.an estimated accuracy of +/- 6 seconds.
 HX1168
 HX1168.The orthometric height was determined by differential leveling
 HX1168.and adjusted by the National Geodetic Survey in June 1991..
 HX1168
 HX1168.The geoid height was determined by GEOID03.
 HX1168
 HX1168.The dynamic height is computed by dividing the NAVD 88
 HX1168.geopotential number by the normal gravity value computed on the
 HX1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1168.degrees latitude (g = 980.6199 gals.).
 HX1168
 HX1168.The modeled gravity was interpolated from observed gravity values.
 HX1168
 HX1168;                    North         East    Units  Estimated Accuracy
 HX1168;SPC WV S     -   128,510.      611,340.      MT  (+/- 180 meters Scaled)
 HX1168
 HX1168                          SUPERSEDED SURVEY CONTROL
 HX1168
 HX1168  NGVD 29 (??/??/92)  638.832  (m)         2095.90   (f) ADJ UNCH    2 0
 HX1168
 HX1168.Superseded values are not recommended for survey control.
 HX1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1168.See file dsdata.txt to determine how the superseded data were derived.
 HX1168
 HX1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC113233(NAD 83)
 HX1168_MARKER: DB = BENCH MARK DISK
 HX1168_SETTING: 66 = SET IN ROCK OUTCROP
 HX1168_SP_SET: ROCK CUT
 HX1168_STAMPING: L 221 1961
 HX1168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1168+STABILITY: POSITION/ELEVATION WELL
 HX1168
 HX1168  HISTORY     - Date     Condition        Report By
 HX1168  HISTORY     - 1961     MONUMENTED       CGS
 HX1168
 HX1168                          STATION DESCRIPTION
 HX1168
 HX1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1168'4.5 MI N FROM NALLEN.
 HX1168'ABOUT 4.5 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE CENTER OF
 HX1168'THE LARGE BRIDGE OVER MEADOW RIVER AT NALLEN, ABOUT 145 YARDS
 HX1168'NORTHWEST OF THE JUNCTION OF A BLACK TOP ROAD LEADING TO POOL,
 HX1168'SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, AT THE OUTSIDE OF
 HX1168'A SHARP CURVE, 18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HX1168'69 FEET WEST OF THE CENTER LINE OF A DRIVE LEADING NORTH TO A
 HX1168'SMALL ONE STORY FRAME HOUSE, AND ABOUT 1 FOOT ABOVE THE LEVEL
 HX1168'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1192 ***********************************************************************
 HX1192  DESIGNATION -  L 222
 HX1192  PID         -  HX1192
 HX1192  STATE/COUNTY-  WV/FAYETTE
 HX1192  USGS QUAD   -  WINONA (1976)
 HX1192
 HX1192                         *CURRENT SURVEY CONTROL
 HX1192  ___________________________________________________________________
 HX1192* NAD 83(1986)-  38 01 08.     (N)    080 54 47.     (W)     SCALED    
 HX1192* NAVD 88     -       736.835  (meters)    2417.43   (feet)  ADJUSTED  
 HX1192  ___________________________________________________________________
 HX1192  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HX1192  DYNAMIC HT  -         736.233 (meters)    2415.46  (feet)  COMP
 HX1192  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 HX1192
 HX1192  VERT ORDER  -  SECOND    CLASS 0
 HX1192
 HX1192.The horizontal coordinates were scaled from a topographic map and have
 HX1192.an estimated accuracy of +/- 6 seconds.
 HX1192
 HX1192.The orthometric height was determined by differential leveling
 HX1192.and adjusted by the National Geodetic Survey in June 1991..
 HX1192
 HX1192.The geoid height was determined by GEOID03.
 HX1192
 HX1192.The dynamic height is computed by dividing the NAVD 88
 HX1192.geopotential number by the normal gravity value computed on the
 HX1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1192.degrees latitude (g = 980.6199 gals.).
 HX1192
 HX1192.The modeled gravity was interpolated from observed gravity values.
 HX1192
 HX1192;                    North         East    Units  Estimated Accuracy
 HX1192;SPC WV S     -   113,090.      607,630.      MT  (+/- 180 meters Scaled)
 HX1192
 HX1192                          SUPERSEDED SURVEY CONTROL
 HX1192
 HX1192  NGVD 29 (??/??/92)  736.985  (m)         2417.93   (f) ADJ UNCH    2 0
 HX1192
 HX1192.Superseded values are not recommended for survey control.
 HX1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1192.See file dsdata.txt to determine how the superseded data were derived.
 HX1192
 HX1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC076079(NAD 83)
 HX1192_MARKER: DB = BENCH MARK DISK
 HX1192_SETTING: 66 = SET IN ROCK OUTCROP
 HX1192_SP_SET: ROCK OUTCROP
 HX1192_STAMPING: L 222 1961
 HX1192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1192+STABILITY: POSITION/ELEVATION WELL
 HX1192
 HX1192  HISTORY     - Date     Condition        Report By
 HX1192  HISTORY     - 1961     MONUMENTED       CGS
 HX1192  HISTORY     - 1980     GOOD             LOCSUR
 HX1192
 HX1192                          STATION DESCRIPTION
 HX1192
 HX1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1192'4.1 MI N FROM LANDISBURG.
 HX1192'ABOUT 4.1 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 HX1192'AT LANDISBURG, ALSO 4.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 60
 HX1192'FROM THE NUTTALL HIGH SCHOOL AT LOOKOUT, THENCE 0.1 MILE SOUTH
 HX1192'ALONG U.S. HIGHWAY 19 TO MARK ON LEFT, SET VERTICALLY IN THE
 HX1192'NORTHWEST FACE OF A ROCK OUTCROP WHICH PROJECTS OUT OF THE HIGHWAY
 HX1192'BANK, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 84
 HX1192'FEET EAST AND ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 18-355
 HX1192'WITH A TRANSFORMER, 15 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 HX1192'ROCK AND 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX1192
 HX1192                          STATION RECOVERY (1980)
 HX1192
 HX1192'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HX1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1136 ***********************************************************************
 HX1136  DESIGNATION -  L 223
 HX1136  PID         -  HX1136
 HX1136  STATE/COUNTY-  WV/NICHOLAS
 HX1136  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1136
 HX1136                         *CURRENT SURVEY CONTROL
 HX1136  ___________________________________________________________________
 HX1136* NAD 83(1986)-  38 13 57.     (N)    080 55 09.     (W)     SCALED    
 HX1136* NAVD 88     -       485.234  (meters)    1591.97   (feet)  ADJUSTED  
 HX1136  ___________________________________________________________________
 HX1136  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 HX1136  DYNAMIC HT  -         484.872 (meters)    1590.78  (feet)  COMP
 HX1136  MODELED GRAV-     979,867.5   (mgal)                       NAVD 88
 HX1136
 HX1136  VERT ORDER  -  SECOND    CLASS 0
 HX1136
 HX1136.The horizontal coordinates were scaled from a topographic map and have
 HX1136.an estimated accuracy of +/- 6 seconds.
 HX1136
 HX1136.The orthometric height was determined by differential leveling
 HX1136.and adjusted by the National Geodetic Survey in June 1991..
 HX1136
 HX1136.The geoid height was determined by GEOID03.
 HX1136
 HX1136.The dynamic height is computed by dividing the NAVD 88
 HX1136.geopotential number by the normal gravity value computed on the
 HX1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1136.degrees latitude (g = 980.6199 gals.).
 HX1136
 HX1136.The modeled gravity was interpolated from observed gravity values.
 HX1136
 HX1136;                    North         East    Units  Estimated Accuracy
 HX1136;SPC WV S     -   136,800.      607,080.      MT  (+/- 180 meters Scaled)
 HX1136
 HX1136                          SUPERSEDED SURVEY CONTROL
 HX1136
 HX1136  NGVD 29 (??/??/92)  485.405  (m)         1592.53   (f) ADJ UNCH    2 0
 HX1136
 HX1136.Superseded values are not recommended for survey control.
 HX1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1136.See file dsdata.txt to determine how the superseded data were derived.
 HX1136
 HX1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC070316(NAD 83)
 HX1136_MARKER: DB = BENCH MARK DISK
 HX1136_SETTING: 66 = SET IN ROCK OUTCROP
 HX1136_SP_SET: ROCK CUT
 HX1136_STAMPING: L 223 1961
 HX1136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1136+STABILITY: POSITION/ELEVATION WELL
 HX1136
 HX1136  HISTORY     - Date     Condition        Report By
 HX1136  HISTORY     - 1961     MONUMENTED       CGS
 HX1136
 HX1136                          STATION DESCRIPTION
 HX1136
 HX1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1136'7.6 MI SW FROM SUMMERSVILLE.
 HX1136'ABOUT 3.55 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1136'AT SUMMERSVILLE, THENCE 4.1 MILES WEST ALONG A BLACK TOP ROAD,
 HX1136'0.1 MILE EAST OF THE EAST SIDE OF A SMALL CEMETERY THAT IS ON
 HX1136'THE NORTH SIDE OF THE HIGHWAY, SET VERTICALLY IN THE SOUTH FACE
 HX1136'OF A SMALL ROCK CUT, 15 FEET NORTH OF THE CENTER LINE OF THE
 HX1136'ROAD, 75 FEET EAST OF THE WEST END OF THE CUT AND 4 FEET ABOVE
 HX1136'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1071 ***********************************************************************
 HX1071  DESIGNATION -  L 224
 HX1071  PID         -  HX1071
 HX1071  STATE/COUNTY-  WV/NICHOLAS
 HX1071  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1071
 HX1071                         *CURRENT SURVEY CONTROL
 HX1071  ___________________________________________________________________
 HX1071* NAD 83(1986)-  38 17 34.     (N)    080 50 14.     (W)     SCALED    
 HX1071* NAVD 88     -       592.339  (meters)    1943.37   (feet)  ADJUSTED  
 HX1071  ___________________________________________________________________
 HX1071  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HX1071  DYNAMIC HT  -         591.889 (meters)    1941.89  (feet)  COMP
 HX1071  MODELED GRAV-     979,850.1   (mgal)                       NAVD 88
 HX1071
 HX1071  VERT ORDER  -  SECOND    CLASS 0
 HX1071
 HX1071.The horizontal coordinates were scaled from a topographic map and have
 HX1071.an estimated accuracy of +/- 6 seconds.
 HX1071
 HX1071.The orthometric height was determined by differential leveling
 HX1071.and adjusted by the National Geodetic Survey in June 1991..
 HX1071
 HX1071.The geoid height was determined by GEOID03.
 HX1071
 HX1071.The dynamic height is computed by dividing the NAVD 88
 HX1071.geopotential number by the normal gravity value computed on the
 HX1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1071.degrees latitude (g = 980.6199 gals.).
 HX1071
 HX1071.The modeled gravity was interpolated from observed gravity values.
 HX1071
 HX1071;                    North         East    Units  Estimated Accuracy
 HX1071;SPC WV S     -   143,500.      614,240.      MT  (+/- 180 meters Scaled)
 HX1071
 HX1071                          SUPERSEDED SURVEY CONTROL
 HX1071
 HX1071  NGVD 29 (??/??/92)  592.495  (m)         1943.88   (f) ADJ UNCH    2 0
 HX1071
 HX1071.Superseded values are not recommended for survey control.
 HX1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1071.See file dsdata.txt to determine how the superseded data were derived.
 HX1071
 HX1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC142383(NAD 83)
 HX1071_MARKER: DB = BENCH MARK DISK
 HX1071_SETTING: 66 = SET IN ROCK OUTCROP
 HX1071_SP_SET: ROCK CUT
 HX1071_STAMPING: L 224 1961
 HX1071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1071+STABILITY: POSITION/ELEVATION WELL
 HX1071
 HX1071  HISTORY     - Date     Condition        Report By
 HX1071  HISTORY     - 1961     MONUMENTED       CGS
 HX1071
 HX1071                          STATION DESCRIPTION
 HX1071
 HX1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1071'1.2 MI NE FROM SUMMERSVILLE.
 HX1071'ABOUT 1.25 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE
 HX1071'COURTHOUSE AT SUMMERSVILLE, 0.6 MILE NORTH OF THE ST. JOHNS
 HX1071'CATHOLIC CHURCH, SET VERTICALLY IN THE EAST FACE OF A ROCK CUT
 HX1071'THAT IS ABOUT 40 YARDS LONG, AT THE INSIDE OF A CURVE, NEAR
 HX1071'THE JUNCTION OF WEBSTER ROAD, 18 FEET WEST OF THE CENTER LINE
 HX1071'OF THE HIGHWAY, 108 FEET NORTH OF THE CENTER OF THE JUNCTION OF
 HX1071'THE HIGHWAY AND THE ROAD, 48 FEET SOUTH OF THE NORTH END OF THE
 HX1071'CUT AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1046 ***********************************************************************
 HX1046  DESIGNATION -  L 225
 HX1046  PID         -  HX1046
 HX1046  STATE/COUNTY-  WV/NICHOLAS
 HX1046  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1046
 HX1046                         *CURRENT SURVEY CONTROL
 HX1046  ___________________________________________________________________
 HX1046* NAD 83(1986)-  38 20 27.     (N)    080 40 58.     (W)     SCALED    
 HX1046* NAVD 88     -       668.022  (meters)    2191.67   (feet)  ADJUSTED  
 HX1046  ___________________________________________________________________
 HX1046  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HX1046  DYNAMIC HT  -         667.503 (meters)    2189.97  (feet)  COMP
 HX1046  MODELED GRAV-     979,829.9   (mgal)                       NAVD 88
 HX1046
 HX1046  VERT ORDER  -  SECOND    CLASS 0
 HX1046
 HX1046.The horizontal coordinates were scaled from a topographic map and have
 HX1046.an estimated accuracy of +/- 6 seconds.
 HX1046
 HX1046.The orthometric height was determined by differential leveling
 HX1046.and adjusted by the National Geodetic Survey in June 1991..
 HX1046
 HX1046.The geoid height was determined by GEOID03.
 HX1046
 HX1046.The dynamic height is computed by dividing the NAVD 88
 HX1046.geopotential number by the normal gravity value computed on the
 HX1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1046.degrees latitude (g = 980.6199 gals.).
 HX1046
 HX1046.The modeled gravity was interpolated from observed gravity values.
 HX1046
 HX1046;                    North         East    Units  Estimated Accuracy
 HX1046;SPC WV S     -   148,870.      627,730.      MT  (+/- 180 meters Scaled)
 HX1046
 HX1046                          SUPERSEDED SURVEY CONTROL
 HX1046
 HX1046  NGVD 29 (??/??/92)  668.168  (m)         2192.15   (f) ADJ UNCH    2 0
 HX1046
 HX1046.Superseded values are not recommended for survey control.
 HX1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1046.See file dsdata.txt to determine how the superseded data were derived.
 HX1046
 HX1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC277436(NAD 83)
 HX1046_MARKER: DB = BENCH MARK DISK
 HX1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1046_STAMPING: L 225 1961
 HX1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1046+STABILITY: SURFACE MOTION
 HX1046
 HX1046  HISTORY     - Date     Condition        Report By
 HX1046  HISTORY     - 1961     MONUMENTED       CGS
 HX1046
 HX1046                          STATION DESCRIPTION
 HX1046
 HX1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1046'2 MI NW FROM CRAIGSVILLE.
 HX1046'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 41 FROM THE
 HX1046'JUNCTION OF STATE HIGHWAY 20 AT CRAIGSVILLE, AT THE JUNCTION OF
 HX1046'A BLACK TOP ROAD LEADING SOUTHWEST, 0.35 MILE SOUTHWEST OF THE
 HX1046'BEAVER GRADE SCHOOL, 0.1 MILE NORTHWEST OF A 45-FOOT LONG
 HX1046'CONCRETE BRIDGE OVER BEAVER CREEK, 21 FEET SOUTHWEST OF THE
 HX1046'CENTER LINE OF THE HIGHWAY, 48 FEET SOUTH OF THE CENTER OF THE
 HX1046'JUNCTION OF THE HIGHWAY AND THE BLACK TOP ROAD LEADING SOUTHWEST,
 HX1046'2 FEET NORTHWEST OF TELEPHONE POLE NO. 90-601, 0.5 FOOT BELOW
 HX1046'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HX1046'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1249 ***********************************************************************
 HX1249  DESIGNATION -  L 226
 HX1249  PID         -  HX1249
 HX1249  STATE/COUNTY-  WV/NICHOLAS
 HX1249  USGS QUAD   -  NETTIE (1995)
 HX1249
 HX1249                         *CURRENT SURVEY CONTROL
 HX1249  ___________________________________________________________________
 HX1249* NAD 83(1986)-  38 13 29.     (N)    080 37 58.     (W)     SCALED    
 HX1249* NAVD 88     -       827.749  (meters)    2715.71   (feet)  ADJUSTED  
 HX1249  ___________________________________________________________________
 HX1249  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX1249  DYNAMIC HT  -         827.066 (meters)    2713.47  (feet)  COMP
 HX1249  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 HX1249
 HX1249  VERT ORDER  -  SECOND    CLASS 0
 HX1249
 HX1249.The horizontal coordinates were scaled from a topographic map and have
 HX1249.an estimated accuracy of +/- 6 seconds.
 HX1249
 HX1249.The orthometric height was determined by differential leveling
 HX1249.and adjusted by the National Geodetic Survey in June 1991..
 HX1249
 HX1249.The geoid height was determined by GEOID03.
 HX1249
 HX1249.The dynamic height is computed by dividing the NAVD 88
 HX1249.geopotential number by the normal gravity value computed on the
 HX1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1249.degrees latitude (g = 980.6199 gals.).
 HX1249
 HX1249.The modeled gravity was interpolated from observed gravity values.
 HX1249
 HX1249;                    North         East    Units  Estimated Accuracy
 HX1249;SPC WV S     -   135,990.      632,150.      MT  (+/- 180 meters Scaled)
 HX1249
 HX1249                          SUPERSEDED SURVEY CONTROL
 HX1249
 HX1249  NGVD 29 (??/??/92)  827.868  (m)         2716.10   (f) ADJ UNCH    2 0
 HX1249
 HX1249.Superseded values are not recommended for survey control.
 HX1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1249.See file dsdata.txt to determine how the superseded data were derived.
 HX1249
 HX1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC321308(NAD 83)
 HX1249_MARKER: DB = BENCH MARK DISK
 HX1249_SETTING: 66 = SET IN ROCK OUTCROP
 HX1249_SP_SET: ROCK LEDGE
 HX1249_STAMPING: L 226 1961
 HX1249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1249+STABILITY: POSITION/ELEVATION WELL
 HX1249
 HX1249  HISTORY     - Date     Condition        Report By
 HX1249  HISTORY     - 1961     MONUMENTED       CGS
 HX1249
 HX1249                          STATION DESCRIPTION
 HX1249
 HX1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1249'3.8 MI E FROM NETTIE.
 HX1249'ABOUT 3.8 MILES EAST ALONG STATE HIGHWAY 39 AND 20 FROM THE
 HX1249'JUNCTION OF STATE HIGHWAY 20 LEADING SOUTH AT NETTIE, SET
 HX1249'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK LEDGE THAT IS ABOUT 20
 HX1249'FEET LONG AND 4 FEET HIGH, NEAR THE JUNCTION OF A BLACK TOP ROAD
 HX1249'LEADING NORTH, 17 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HX1249'226 FEET NORTHWEST OF THE JUNCTION OF THE HIGHWAY AND THE ROAD
 HX1249'LEADING NORTH, 90 YARDS NORTHWEST OF THE WEST CORNER OF THE
 HX1249'LARGE CRICHTON STORE COMPANY BUILDING, 7 FEET NORTHWEST OF THE
 HX1249'SOUTHEAST END OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE
 HX1249'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1264 ***********************************************************************
 HX1264  DESIGNATION -  L 227
 HX1264  PID         -  HX1264
 HX1264  STATE/COUNTY-  WV/NICHOLAS
 HX1264  USGS QUAD   -  RICHWOOD (1995)
 HX1264
 HX1264                         *CURRENT SURVEY CONTROL
 HX1264  ___________________________________________________________________
 HX1264* NAD 83(1986)-  38 13 20.     (N)    080 35 44.     (W)     SCALED    
 HX1264* NAVD 88     -       731.275  (meters)    2399.19   (feet)  ADJUSTED  
 HX1264  ___________________________________________________________________
 HX1264  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX1264  DYNAMIC HT  -         730.689 (meters)    2397.27  (feet)  COMP
 HX1264  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 HX1264
 HX1264  VERT ORDER  -  SECOND    CLASS 0
 HX1264
 HX1264.The horizontal coordinates were scaled from a topographic map and have
 HX1264.an estimated accuracy of +/- 6 seconds.
 HX1264
 HX1264.The orthometric height was determined by differential leveling
 HX1264.and adjusted by the National Geodetic Survey in June 1991..
 HX1264
 HX1264.The geoid height was determined by GEOID03.
 HX1264
 HX1264.The dynamic height is computed by dividing the NAVD 88
 HX1264.geopotential number by the normal gravity value computed on the
 HX1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1264.degrees latitude (g = 980.6199 gals.).
 HX1264
 HX1264.The modeled gravity was interpolated from observed gravity values.
 HX1264
 HX1264;                    North         East    Units  Estimated Accuracy
 HX1264;SPC WV S     -   135,730.      635,410.      MT  (+/- 180 meters Scaled)
 HX1264
 HX1264                          SUPERSEDED SURVEY CONTROL
 HX1264
 HX1264  NGVD 29 (??/??/92)  731.413  (m)         2399.64   (f) ADJ UNCH    2 0
 HX1264
 HX1264.Superseded values are not recommended for survey control.
 HX1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1264.See file dsdata.txt to determine how the superseded data were derived.
 HX1264
 HX1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC354305(NAD 83)
 HX1264_MARKER: DB = BENCH MARK DISK
 HX1264_SETTING: 66 = SET IN ROCK OUTCROP
 HX1264_SP_SET: ROCK CLIFF
 HX1264_STAMPING: L 227 1961
 HX1264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1264+STABILITY: POSITION/ELEVATION WELL
 HX1264
 HX1264  HISTORY     - Date     Condition        Report By
 HX1264  HISTORY     - 1961     MONUMENTED       CGS
 HX1264
 HX1264                          STATION DESCRIPTION
 HX1264
 HX1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1264'1 MI SW FROM FENWICK.
 HX1264'ABOUT 0.95 MILES SOUTHWEST ALONG STATE HIGHWAY 20 AND 39 FROM THE
 HX1264'HIGHWAY BRIDGE OVER CHERRY RIVER AT FENWICK, ON THE NORTHEAST
 HX1264'SLOPE OF A MOUNTAIN, AT THE INSIDE OF A CURVE, SET VERTICALLY
 HX1264'IN THE EAST FACE OF A ROCK CLIFF THAT IS ABOUT 25 YARDS LONG
 HX1264'AND 10 FEET HIGH, 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HX1264'20 FEET NORTH OF THE SOUTH END OF THE ROCK AND 2 FEET ABOVE THE
 HX1264'LEVEL OF THE GROUND AND THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1375 ***********************************************************************
 HX1375  DESIGNATION -  L 228
 HX1375  PID         -  HX1375
 HX1375  STATE/COUNTY-  WV/GREENBRIER
 HX1375  USGS QUAD   -  DUO (1995)
 HX1375
 HX1375                         *CURRENT SURVEY CONTROL
 HX1375  ___________________________________________________________________
 HX1375* NAD 83(1986)-  38 05 39.     (N)    080 32 38.     (W)     SCALED    
 HX1375* NAVD 88     -      1172.168  (meters)    3845.69   (feet)  ADJUSTED  
 HX1375  ___________________________________________________________________
 HX1375  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HX1375  DYNAMIC HT  -        1171.167 (meters)    3842.40  (feet)  COMP
 HX1375  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 HX1375
 HX1375  VERT ORDER  -  SECOND    CLASS 0
 HX1375
 HX1375.The horizontal coordinates were scaled from a topographic map and have
 HX1375.an estimated accuracy of +/- 6 seconds.
 HX1375
 HX1375.The orthometric height was determined by differential leveling
 HX1375.and adjusted by the National Geodetic Survey in June 1991..
 HX1375
 HX1375.The geoid height was determined by GEOID03.
 HX1375
 HX1375.The dynamic height is computed by dividing the NAVD 88
 HX1375.geopotential number by the normal gravity value computed on the
 HX1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1375.degrees latitude (g = 980.6199 gals.).
 HX1375
 HX1375.The modeled gravity was interpolated from observed gravity values.
 HX1375
 HX1375;                    North         East    Units  Estimated Accuracy
 HX1375;SPC WV S     -   121,540.      640,010.      MT  (+/- 180 meters Scaled)
 HX1375
 HX1375                          SUPERSEDED SURVEY CONTROL
 HX1375
 HX1375  NGVD 29 (??/??/92) 1172.295  (m)         3846.10   (f) ADJ UNCH    2 0
 HX1375
 HX1375.Superseded values are not recommended for survey control.
 HX1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1375.See file dsdata.txt to determine how the superseded data were derived.
 HX1375
 HX1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC399163(NAD 83)
 HX1375_MARKER: DB = BENCH MARK DISK
 HX1375_SETTING: 66 = SET IN ROCK OUTCROP
 HX1375_SP_SET: ROCK CLIFF
 HX1375_STAMPING: L 228 1961
 HX1375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1375+STABILITY: POSITION/ELEVATION WELL
 HX1375
 HX1375  HISTORY     - Date     Condition        Report By
 HX1375  HISTORY     - 1961     MONUMENTED       CGS
 HX1375
 HX1375                          STATION DESCRIPTION
 HX1375
 HX1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1375'2 MI SE FROM CLEARCO.
 HX1375'ABOUT 0.35 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX1375'AT CLEARCO, THENCE 1.7 MILES SOUTHEAST ALONG A GRADED ROAD,
 HX1375'ON THE SOUTHEAST SLOPE OF A MOUNTAIN, AT THE OUTSIDE AND NEAR
 HX1375'THE NORTH END OF A CURVE, AT A POINT WHERE A LARGE SOLID ROCK
 HX1375'EXTENDS ALL THE WAY ACROSS THE ROAD, SET ON THE TOP OF THE
 HX1375'SOUTHEAST EDGE OF A ROCK CLIFF THAT IS ABOUT 15 FEET LONG AND
 HX1375'2 FEET HIGH AT THE MARK, 20 FEET WEST OF THE CENTER LINE OF THE
 HX1375'ROAD, 9 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK AND 6
 HX1375'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0943 ***********************************************************************
 GX0943  DESIGNATION -  L 229
 GX0943  PID         -  GX0943
 GX0943  STATE/COUNTY-  WV/FAYETTE
 GX0943  USGS QUAD   -  RAINELLE (1976)
 GX0943
 GX0943                         *CURRENT SURVEY CONTROL
 GX0943  ___________________________________________________________________
 GX0943* NAD 83(1986)-  37 59 06.     (N)    080 50 30.     (W)     SCALED    
 GX0943* NAVD 88     -       940.438  (meters)    3085.42   (feet)  ADJUSTED  
 GX0943  ___________________________________________________________________
 GX0943  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX0943  DYNAMIC HT  -         939.657 (meters)    3082.86  (feet)  COMP
 GX0943  MODELED GRAV-     979,766.3   (mgal)                       NAVD 88
 GX0943
 GX0943  VERT ORDER  -  SECOND    CLASS 0
 GX0943
 GX0943.The horizontal coordinates were scaled from a topographic map and have
 GX0943.an estimated accuracy of +/- 6 seconds.
 GX0943
 GX0943.The orthometric height was determined by differential leveling
 GX0943.and adjusted by the National Geodetic Survey in June 1991..
 GX0943
 GX0943.The geoid height was determined by GEOID03.
 GX0943
 GX0943.The dynamic height is computed by dividing the NAVD 88
 GX0943.geopotential number by the normal gravity value computed on the
 GX0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0943.degrees latitude (g = 980.6199 gals.).
 GX0943
 GX0943.The modeled gravity was interpolated from observed gravity values.
 GX0943
 GX0943;                    North         East    Units  Estimated Accuracy
 GX0943;SPC WV S     -   109,340.      613,910.      MT  (+/- 180 meters Scaled)
 GX0943
 GX0943                          SUPERSEDED SURVEY CONTROL
 GX0943
 GX0943  NGVD 29 (??/??/92)  940.588  (m)         3085.91   (f) ADJ UNCH    2 0
 GX0943
 GX0943.Superseded values are not recommended for survey control.
 GX0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0943.See file dsdata.txt to determine how the superseded data were derived.
 GX0943
 GX0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC139041(NAD 83)
 GX0943_MARKER: DB = BENCH MARK DISK
 GX0943_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0943_SP_SET: UNSPECIFIED ROCK
 GX0943_STAMPING: L 229 1961
 GX0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0943
 GX0943  HISTORY     - Date     Condition        Report By
 GX0943  HISTORY     - 1961     MONUMENTED       CGS
 GX0943
 GX0943                          STATION DESCRIPTION
 GX0943
 GX0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0943'5.2 MI W FROM RAINELLE.
 GX0943'ABOUT 5.2 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GX0943'STATE HIGHWAY 20 AT RAINELLE, 0.4 MILE NORTHWEST OF THE JUNCTION
 GX0943'OF GLADE CREEK ROAD, (COUNTY ROAD NO. 60/16, ON THE EAST SLOPE
 GX0943'OF A HILL, AT THE INSIDE OF A CURVE, SET ON THE TOP OF THE SOUTH
 GX0943'CORNER OF A ROCK THAT IS ABOUT 20 FEET LONG AND 15 FEET WIDE AND
 GX0943'PROJECTS 3 1/2 FEET ABOVE THE GROUND, (THE ROCK EXTENDS BACK
 GX0943'FROM UNDER A RAIL FENCE), 27 FEET NORTH OF THE CENTER LINE OF
 GX0943'THE HIGHWAY, 2 1/2 FEET NORTHWEST OF THE SOUTH CORNER OF THE
 GX0943'ROCK AND 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0104 ***********************************************************************
 JX0104  DESIGNATION -  L 23
 JX0104  PID         -  JX0104
 JX0104  STATE/COUNTY-  WV/HARRISON
 JX0104  USGS QUAD   -  WALLACE (1978)
 JX0104
 JX0104                         *CURRENT SURVEY CONTROL
 JX0104  ___________________________________________________________________
 JX0104* NAD 83(1986)-  39 23 22.     (N)    080 27 44.     (W)     SCALED    
 JX0104* NAVD 88     -       305.577  (meters)    1002.55   (feet)  ADJUSTED  
 JX0104  ___________________________________________________________________
 JX0104  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JX0104  DYNAMIC HT  -         305.390 (meters)    1001.93  (feet)  COMP
 JX0104  MODELED GRAV-     980,007.4   (mgal)                       NAVD 88
 JX0104
 JX0104  VERT ORDER  -  SECOND    CLASS 0
 JX0104
 JX0104.The horizontal coordinates were scaled from a topographic map and have
 JX0104.an estimated accuracy of +/- 6 seconds.
 JX0104
 JX0104.The orthometric height was determined by differential leveling
 JX0104.and adjusted by the National Geodetic Survey in June 1991..
 JX0104
 JX0104.The geoid height was determined by GEOID03.
 JX0104
 JX0104.The dynamic height is computed by dividing the NAVD 88
 JX0104.geopotential number by the normal gravity value computed on the
 JX0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0104.degrees latitude (g = 980.6199 gals.).
 JX0104
 JX0104.The modeled gravity was interpolated from observed gravity values.
 JX0104
 JX0104;                    North         East    Units  Estimated Accuracy
 JX0104;SPC WV N     -    99,190.      517,110.      MT  (+/- 180 meters Scaled)
 JX0104
 JX0104                          SUPERSEDED SURVEY CONTROL
 JX0104
 JX0104  NGVD 29 (??/??/92)  305.744  (m)         1003.10   (f) ADJ UNCH    2 0
 JX0104
 JX0104.Superseded values are not recommended for survey control.
 JX0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0104.See file dsdata.txt to determine how the superseded data were derived.
 JX0104
 JX0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND463601(NAD 83)
 JX0104_MARKER: DB = BENCH MARK DISK
 JX0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0104_STAMPING: L 23 1935
 JX0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0104+STABILITY: SURFACE MOTION
 JX0104
 JX0104  HISTORY     - Date     Condition        Report By
 JX0104  HISTORY     - 1935     MONUMENTED       CGS
 JX0104
 JX0104                          STATION DESCRIPTION
 JX0104
 JX0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0104'1.9 MI SE FROM WALLACE.
 JX0104'1.9 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0104'THE STATION AT WALLACE, HARRISON COUNTY, 45 FEET SOUTHEAST OF THE
 JX0104'CENTER OF A ROAD CROSSING, 25 FEET NORTHEAST OF THE NORTHEAST
 JX0104'RAIL OF THE MAIN TRACK, 95 FEET SOUTHEAST OF CIRCULAR CULVERT 402,
 JX0104'AND 10 FEET SOUTHWEST OF A FENCE.  A STANDARD DISK, STAMPED L 23
 JX0104'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0646 ***********************************************************************
 GX0646  DESIGNATION -  L 230
 GX0646  PID         -  GX0646
 GX0646  STATE/COUNTY-  WV/GREENBRIER
 GX0646  USGS QUAD   -  CORNSTALK (1981)
 GX0646
 GX0646                         *CURRENT SURVEY CONTROL
 GX0646  ___________________________________________________________________
 GX0646* NAD 83(1986)-  37 54 08.     (N)    080 33 17.     (W)     SCALED    
 GX0646* NAVD 88     -       621.239  (meters)    2038.18   (feet)  ADJUSTED  
 GX0646  ___________________________________________________________________
 GX0646  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX0646  DYNAMIC HT  -         620.712 (meters)    2036.45  (feet)  COMP
 GX0646  MODELED GRAV-     979,762.4   (mgal)                       NAVD 88
 GX0646
 GX0646  VERT ORDER  -  SECOND    CLASS 0
 GX0646
 GX0646.The horizontal coordinates were scaled from a topographic map and have
 GX0646.an estimated accuracy of +/- 6 seconds.
 GX0646
 GX0646.The orthometric height was determined by differential leveling
 GX0646.and adjusted by the National Geodetic Survey in June 1991..
 GX0646
 GX0646.The geoid height was determined by GEOID03.
 GX0646
 GX0646.The dynamic height is computed by dividing the NAVD 88
 GX0646.geopotential number by the normal gravity value computed on the
 GX0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0646.degrees latitude (g = 980.6199 gals.).
 GX0646
 GX0646.The modeled gravity was interpolated from observed gravity values.
 GX0646
 GX0646;                    North         East    Units  Estimated Accuracy
 GX0646;SPC WV S     -   100,230.      639,160.      MT  (+/- 180 meters Scaled)
 GX0646
 GX0646                          SUPERSEDED SURVEY CONTROL
 GX0646
 GX0646  NGVD 29 (??/??/92)  621.376  (m)         2038.63   (f) ADJ UNCH    2 0
 GX0646
 GX0646.Superseded values are not recommended for survey control.
 GX0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0646.See file dsdata.txt to determine how the superseded data were derived.
 GX0646
 GX0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB391950(NAD 83)
 GX0646_MARKER: DB = BENCH MARK DISK
 GX0646_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0646_SP_SET: BRIDGE
 GX0646_STAMPING: L 230 1961
 GX0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0646
 GX0646  HISTORY     - Date     Condition        Report By
 GX0646  HISTORY     - 1961     MONUMENTED       CGS
 GX0646
 GX0646                          STATION DESCRIPTION
 GX0646
 GX0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0646'3.9 MI NE FROM CLINTONVILLE.
 GX0646'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE METHODIST
 GX0646'CHURCH AT CLINTONVILLE, THENCE 2.3 MILES NORTHEAST ALONG COUNTY
 GX0646'ROAD NO. 9, 0.75 MILE SOUTHWEST OF THE SINKING SPRING BAPTIST
 GX0646'CHURCH, SET ON TOP OF THE EAST END OF THE SOUTH CONCRETE BASE
 GX0646'OF THE SOUTH GUARD RAIL OF A 15 FOOT CONCRETE BRIDGE OVER
 GX0646'HUGHART CREEK, 10 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 GX0646'0.2 FOOT WEST OF THE EAST END OF THE GUARD RAIL AND LEVEL WITH
 GX0646'THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0166 ***********************************************************************
 GX0166  DESIGNATION -  L 231
 GX0166  PID         -  GX0166
 GX0166  STATE/COUNTY-  WV/GREENBRIER
 GX0166  USGS QUAD   -  ANTHONY (1995)
 GX0166
 GX0166                         *CURRENT SURVEY CONTROL
 GX0166  ___________________________________________________________________
 GX0166* NAD 83(1986)-  37 54 28.     (N)    080 20 38.     (W)     SCALED    
 GX0166* NAVD 88     -       661.075  (meters)    2168.88   (feet)  ADJUSTED  
 GX0166  ___________________________________________________________________
 GX0166  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GX0166  DYNAMIC HT  -         660.528 (meters)    2167.08  (feet)  COMP
 GX0166  MODELED GRAV-     979,780.2   (mgal)                       NAVD 88
 GX0166
 GX0166  VERT ORDER  -  SECOND    CLASS 0
 GX0166
 GX0166.The horizontal coordinates were scaled from a topographic map and have
 GX0166.an estimated accuracy of +/- 6 seconds.
 GX0166
 GX0166.The orthometric height was determined by differential leveling
 GX0166.and adjusted by the National Geodetic Survey in June 1991..
 GX0166
 GX0166.The geoid height was determined by GEOID03.
 GX0166
 GX0166.The dynamic height is computed by dividing the NAVD 88
 GX0166.geopotential number by the normal gravity value computed on the
 GX0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0166.degrees latitude (g = 980.6199 gals.).
 GX0166
 GX0166.The modeled gravity was interpolated from observed gravity values.
 GX0166
 GX0166;                    North         East    Units  Estimated Accuracy
 GX0166;SPC WV S     -   100,960.      657,700.      MT  (+/- 180 meters Scaled)
 GX0166
 GX0166                          SUPERSEDED SURVEY CONTROL
 GX0166
 GX0166  NGVD 29 (??/??/92)  661.226  (m)         2169.37   (f) ADJ UNCH    2 0
 GX0166
 GX0166.Superseded values are not recommended for survey control.
 GX0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0166.See file dsdata.txt to determine how the superseded data were derived.
 GX0166
 GX0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB576957(NAD 83)
 GX0166_MARKER: DB = BENCH MARK DISK
 GX0166_SETTING: 66 = SET IN ROCK OUTCROP
 GX0166_SP_SET: ROCK
 GX0166_STAMPING: L 231 1961
 GX0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0166+STABILITY: POSITION/ELEVATION WELL
 GX0166
 GX0166  HISTORY     - Date     Condition        Report By
 GX0166  HISTORY     - 1961     MONUMENTED       CGS
 GX0166
 GX0166                          STATION DESCRIPTION
 GX0166
 GX0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0166'1.6 MI NW FROM ANTHONY.
 GX0166'ABOUT 1.55 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE
 GX0166'CHESAPEAKE AND OHIO RAILWAY STATION AT ANTHONY, 0.6 MILE WEST
 GX0166'OF A 25-FOOT BRIDGE OVER A SMALL STREAM, 55 YARDS WEST OF A 6
 GX0166'FOOT BOX CULVERT WITH ROCK WALL AND A WOODEN FLOOR, SET VERTICALLY
 GX0166'IN THE SOUTH FACE OF A ROCK THAT IS 10 FEET LONG AND 3 1/2
 GX0166'FEET HIGH, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5 1/2
 GX0166'FEET EAST OF THE WEST END OF THE ROCK, 1 FOOT ABOVE THE LEVEL
 GX0166'OF THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0162 ***********************************************************************
 GX0162  DESIGNATION -  L 232
 GX0162  PID         -  GX0162
 GX0162  STATE/COUNTY-  WV/GREENBRIER
 GX0162  USGS QUAD   -  ANTHONY (1995)
 GX0162
 GX0162                         *CURRENT SURVEY CONTROL
 GX0162  ___________________________________________________________________
 GX0162* NAD 83(1986)-  37 59 32.     (N)    080 21 43.     (W)     SCALED    
 GX0162* NAVD 88     -       618.333  (meters)    2028.65   (feet)  ADJUSTED  
 GX0162  ___________________________________________________________________
 GX0162  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX0162  DYNAMIC HT  -         617.832 (meters)    2027.00  (feet)  COMP
 GX0162  MODELED GRAV-     979,799.0   (mgal)                       NAVD 88
 GX0162
 GX0162  VERT ORDER  -  FIRST     CLASS II
 GX0162
 GX0162.The horizontal coordinates were scaled from a topographic map and have
 GX0162.an estimated accuracy of +/- 6 seconds.
 GX0162
 GX0162.The orthometric height was determined by differential leveling
 GX0162.and adjusted by the National Geodetic Survey in June 1991..
 GX0162
 GX0162.The geoid height was determined by GEOID03.
 GX0162
 GX0162.The dynamic height is computed by dividing the NAVD 88
 GX0162.geopotential number by the normal gravity value computed on the
 GX0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0162.degrees latitude (g = 980.6199 gals.).
 GX0162
 GX0162.The modeled gravity was interpolated from observed gravity values.
 GX0162
 GX0162;                    North         East    Units  Estimated Accuracy
 GX0162;SPC WV S     -   110,320.      656,040.      MT  (+/- 180 meters Scaled)
 GX0162
 GX0162                          SUPERSEDED SURVEY CONTROL
 GX0162
 GX0162  NGVD 29 (??/??/92)  618.478  (m)         2029.12   (f) ADJ UNCH    1 2
 GX0162
 GX0162.Superseded values are not recommended for survey control.
 GX0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0162.See file dsdata.txt to determine how the superseded data were derived.
 GX0162
 GX0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC560051(NAD 83)
 GX0162_MARKER: DB = BENCH MARK DISK
 GX0162_SETTING: 66 = SET IN ROCK OUTCROP
 GX0162_SP_SET: ROCK CUT
 GX0162_STAMPING: L 232 1961
 GX0162_MARK LOGO: CGS   
 GX0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0162+STABILITY: POSITION/ELEVATION WELL
 GX0162
 GX0162  HISTORY     - Date     Condition        Report By
 GX0162  HISTORY     - 1961     MONUMENTED       CGS
 GX0162  HISTORY     - 1976     GOOD             LOCENG
 GX0162  HISTORY     - 1983     GOOD             NGS
 GX0162
 GX0162                          STATION DESCRIPTION
 GX0162
 GX0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0162'AT RENICK.
 GX0162'AT RENICK, ABOUT 0.5 MILE NORTHWEST ALONG A BLACK TOP ROAD
 GX0162'FROM THE CHESAPEAKE AND OHIO RAILWAY STATION, 0.35 MILE SOUTH
 GX0162'ALONG U.S. HIGHWAY 219 FROM THE SCHOOL AT RENICK, 56 YARDS
 GX0162'SOUTHEAST OF THE JUNCTION OF COUNTY ROAD NO. 11 LEADING
 GX0162'SOUTHEAST, SET VERTICALLY IN THE SOUTHWEST FACE OF A LONG ROCK
 GX0162'CUT THAT IS ABOUT 10 FEET HIGH, 18 FEET NORTHEAST OF THE CENTER
 GX0162'LINE OF THE HIGHWAY, 2 FEET ABOVE THE LEVEL OF THE GROUND
 GX0162'AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX0162
 GX0162                          STATION RECOVERY (1976)
 GX0162
 GX0162'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 GX0162'RECOVERED IN GOOD CONDITION.
 GX0162
 GX0162                          STATION RECOVERY (1983)
 GX0162
 GX0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0959 ***********************************************************************
 HX0959  DESIGNATION -  L 233
 HX0959  PID         -  HX0959
 HX0959  STATE/COUNTY-  WV/GREENBRIER
 HX0959  USGS QUAD   -  TROUT (1995)
 HX0959
 HX0959                         *CURRENT SURVEY CONTROL
 HX0959  ___________________________________________________________________
 HX0959* NAD 83(1986)-  38 01 31.     (N)    080 27 52.     (W)     SCALED    
 HX0959* NAVD 88     -       727.982  (meters)    2388.39   (feet)  ADJUSTED  
 HX0959  ___________________________________________________________________
 HX0959  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX0959  DYNAMIC HT  -         727.379 (meters)    2386.41  (feet)  COMP
 HX0959  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 HX0959
 HX0959  VERT ORDER  -  SECOND    CLASS 0
 HX0959
 HX0959.The horizontal coordinates were scaled from a topographic map and have
 HX0959.an estimated accuracy of +/- 6 seconds.
 HX0959
 HX0959.The orthometric height was determined by differential leveling
 HX0959.and adjusted by the National Geodetic Survey in June 1991..
 HX0959
 HX0959.The geoid height was determined by GEOID03.
 HX0959
 HX0959.The dynamic height is computed by dividing the NAVD 88
 HX0959.geopotential number by the normal gravity value computed on the
 HX0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0959.degrees latitude (g = 980.6199 gals.).
 HX0959
 HX0959.The modeled gravity was interpolated from observed gravity values.
 HX0959
 HX0959;                    North         East    Units  Estimated Accuracy
 HX0959;SPC WV S     -   113,930.      647,020.      MT  (+/- 180 meters Scaled)
 HX0959
 HX0959                          SUPERSEDED SURVEY CONTROL
 HX0959
 HX0959  NGVD 29 (??/??/92)  728.115  (m)         2388.82   (f) ADJ UNCH    2 0
 HX0959
 HX0959.Superseded values are not recommended for survey control.
 HX0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0959.See file dsdata.txt to determine how the superseded data were derived.
 HX0959
 HX0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC470087(NAD 83)
 HX0959_MARKER: DB = BENCH MARK DISK
 HX0959_SETTING: 66 = SET IN ROCK OUTCROP
 HX0959_SP_SET: ROCK OUTCROP
 HX0959_STAMPING: L 233 1961
 HX0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0959+STABILITY: POSITION/ELEVATION WELL
 HX0959
 HX0959  HISTORY     - Date     Condition        Report By
 HX0959  HISTORY     - 1961     MONUMENTED       CGS
 HX0959  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0959
 HX0959                          STATION DESCRIPTION
 HX0959
 HX0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0959'0.7 MI N FROM TROUT.
 HX0959'0.7 MILE NORTH ALONG A BLACK TOP AND GRADED ROAD FROM THE FIRST
 HX0959'BAPTIST CHURCH AT TROUT, 125 YARDS NORTHWEST OF A T ROAD JUNCTION,
 HX0959'NEAR A 25 FOOT BRIDGE OVER LITTLE ROARING CREEK, SET ON THE TOP
 HX0959'OF A 3 BY 1 1/2-FOOT OUTCROP, 28 FEET NORTHEAST OF THE CENTER
 HX0959'LINE OF THE ROAD, 53 FEET SOUTHEAST OF THE EAST CORNER OF THE
 HX0959'BRIDGE, 2 FEET WEST OF A FENCE LINE, AND 4 FEET ABOVE THE LEVEL
 HX0959'OF THE ROAD.
 HX0959
 HX0959                          STATION RECOVERY (1973)
 HX0959
 HX0959'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1060 ***********************************************************************
 HX1060  DESIGNATION -  L 234
 HX1060  PID         -  HX1060
 HX1060  STATE/COUNTY-  WV/NICHOLAS
 HX1060  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1060
 HX1060                         *CURRENT SURVEY CONTROL
 HX1060  ___________________________________________________________________
 HX1060* NAD 83(1986)-  38 22 06.     (N)    080 49 12.     (W)     SCALED    
 HX1060* NAVD 88     -       566.363  (meters)    1858.14   (feet)  ADJUSTED  
 HX1060  ___________________________________________________________________
 HX1060  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 HX1060  DYNAMIC HT  -         565.938 (meters)    1856.75  (feet)  COMP
 HX1060  MODELED GRAV-     979,859.3   (mgal)                       NAVD 88
 HX1060
 HX1060  VERT ORDER  -  SECOND    CLASS 0
 HX1060
 HX1060.The horizontal coordinates were scaled from a topographic map and have
 HX1060.an estimated accuracy of +/- 6 seconds.
 HX1060
 HX1060.The orthometric height was determined by differential leveling
 HX1060.and adjusted by the National Geodetic Survey in June 1991..
 HX1060
 HX1060.The geoid height was determined by GEOID03.
 HX1060
 HX1060.The dynamic height is computed by dividing the NAVD 88
 HX1060.geopotential number by the normal gravity value computed on the
 HX1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1060.degrees latitude (g = 980.6199 gals.).
 HX1060
 HX1060.The modeled gravity was interpolated from observed gravity values.
 HX1060
 HX1060;                    North         East    Units  Estimated Accuracy
 HX1060;SPC WV S     -   151,890.      615,730.      MT  (+/- 180 meters Scaled)
 HX1060
 HX1060                          SUPERSEDED SURVEY CONTROL
 HX1060
 HX1060  NGVD 29 (??/??/92)  566.519  (m)         1858.65   (f) ADJ UNCH    2 0
 HX1060
 HX1060.Superseded values are not recommended for survey control.
 HX1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1060.See file dsdata.txt to determine how the superseded data were derived.
 HX1060
 HX1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC157466(NAD 83)
 HX1060_MARKER: DB = BENCH MARK DISK
 HX1060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1060_SP_SET: BRIDGE
 HX1060_STAMPING: L 234 1961
 HX1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1060
 HX1060  HISTORY     - Date     Condition        Report By
 HX1060  HISTORY     - 1961     MONUMENTED       CGS
 HX1060
 HX1060                          STATION DESCRIPTION
 HX1060
 HX1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1060'0.2 MI E FROM MUDDLETY.
 HX1060'ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 43 FROM THE JUNCTION
 HX1060'OF U.S. HIGHWAY 19 AT MUDDLETY, ABOUT 100 YARDS WEST OF THE
 HX1060'BEULAH BAPTIST CHURCH, SET ON TOP OF THE CONCRETE WINGWALL NEAR
 HX1060'THE NORTH CORNER OF A 40-FOOT BRIDGE OVER MUDDLETY CREEK, 14
 HX1060'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 HX1060'LEVEL WITH THE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1843 ***********************************************************************
 HX1843  DESIGNATION -  L 235
 HX1843  PID         -  HX1843
 HX1843  STATE/COUNTY-  WV/FAYETTE
 HX1843  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1843
 HX1843                         *CURRENT SURVEY CONTROL
 HX1843  ___________________________________________________________________
 HX1843* NAD 83(1986)-  38 13 34.     (N)    081 11 26.     (W)     SCALED    
 HX1843* NAVD 88     -       216.956  (meters)     711.80   (feet)  ADJUSTED  
 HX1843  ___________________________________________________________________
 HX1843  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HX1843  DYNAMIC HT  -         216.802 (meters)     711.29  (feet)  COMP
 HX1843  MODELED GRAV-     979,915.5   (mgal)                       NAVD 88
 HX1843
 HX1843  VERT ORDER  -  SECOND    CLASS 0
 HX1843
 HX1843.The horizontal coordinates were scaled from a topographic map and have
 HX1843.an estimated accuracy of +/- 6 seconds.
 HX1843
 HX1843.The orthometric height was determined by differential leveling
 HX1843.and adjusted by the National Geodetic Survey in June 1991..
 HX1843
 HX1843.The geoid height was determined by GEOID03.
 HX1843
 HX1843.The dynamic height is computed by dividing the NAVD 88
 HX1843.geopotential number by the normal gravity value computed on the
 HX1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1843.degrees latitude (g = 980.6199 gals.).
 HX1843
 HX1843.The modeled gravity was interpolated from observed gravity values.
 HX1843
 HX1843;                    North         East    Units  Estimated Accuracy
 HX1843;SPC WV S     -   136,100.      583,320.      MT  (+/- 180 meters Scaled)
 HX1843
 HX1843                          SUPERSEDED SURVEY CONTROL
 HX1843
 HX1843  NGVD 29 (??/??/92)  217.141  (m)          712.40   (f) ADJ UNCH    2 0
 HX1843
 HX1843.Superseded values are not recommended for survey control.
 HX1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1843.See file dsdata.txt to determine how the superseded data were derived.
 HX1843
 HX1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC833309(NAD 83)
 HX1843_MARKER: DB = BENCH MARK DISK
 HX1843_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1843_SP_SET: TOWER BASE
 HX1843_STAMPING: L 235 1961
 HX1843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1843
 HX1843  HISTORY     - Date     Condition        Report By
 HX1843  HISTORY     - 1961     MONUMENTED       CGS
 HX1843
 HX1843                          STATION DESCRIPTION
 HX1843
 HX1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1843'0.4 MI SE FROM BELVA.
 HX1843'ABOUT 0.35 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1843'FROM THE STATE HIGHWAY 39 OVERPASS AT BELVA, 0.1 MILE SOUTHEAST
 HX1843'OF THE SOUTHEAST END OF THE C AND O RAILWAY BRIDGE OVER THE
 HX1843'GAULEY RIVER AND MILEPOST NO. 7, AT RICH CREEK JUNCTION, SET ON
 HX1843'THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE TO THE
 HX1843'NORTHEAST STEEL LEG OF AN OLD WATER TANK, 8 FEET WEST OF THE
 HX1843'WEST RAIL AND 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1416 ***********************************************************************
 HX1416  DESIGNATION -  L 236
 HX1416  PID         -  HX1416
 HX1416  STATE/COUNTY-  WV/GREENBRIER
 HX1416  USGS QUAD   -  QUINWOOD (1995)
 HX1416
 HX1416                         *CURRENT SURVEY CONTROL
 HX1416  ___________________________________________________________________
 HX1416* NAD 83(1986)-  38 03 38.     (N)    080 43 13.     (W)     SCALED    
 HX1416* NAVD 88     -      1019.551  (meters)    3344.98   (feet)  ADJUSTED  
 HX1416  ___________________________________________________________________
 HX1416  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX1416  DYNAMIC HT  -        1018.701 (meters)    3342.19  (feet)  COMP
 HX1416  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 HX1416
 HX1416  VERT ORDER  -  SECOND    CLASS 0
 HX1416
 HX1416.The horizontal coordinates were scaled from a topographic map and have
 HX1416.an estimated accuracy of +/- 6 seconds.
 HX1416
 HX1416.The orthometric height was determined by differential leveling
 HX1416.and adjusted by the National Geodetic Survey in June 1991..
 HX1416
 HX1416.The geoid height was determined by GEOID03.
 HX1416
 HX1416.The dynamic height is computed by dividing the NAVD 88
 HX1416.geopotential number by the normal gravity value computed on the
 HX1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1416.degrees latitude (g = 980.6199 gals.).
 HX1416
 HX1416.The modeled gravity was interpolated from observed gravity values.
 HX1416
 HX1416;                    North         East    Units  Estimated Accuracy
 HX1416;SPC WV S     -   117,750.      624,550.      MT  (+/- 180 meters Scaled)
 HX1416
 HX1416                          SUPERSEDED SURVEY CONTROL
 HX1416
 HX1416  NGVD 29 (??/??/92) 1019.691  (m)         3345.44   (f) ADJ UNCH    2 0
 HX1416
 HX1416.Superseded values are not recommended for survey control.
 HX1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1416.See file dsdata.txt to determine how the superseded data were derived.
 HX1416
 HX1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC245125(NAD 83)
 HX1416_MARKER: DB = BENCH MARK DISK
 HX1416_SETTING: 66 = SET IN ROCK OUTCROP
 HX1416_SP_SET: ROCK CUT
 HX1416_STAMPING: L 236 1962
 HX1416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1416+STABILITY: POSITION/ELEVATION WELL
 HX1416
 HX1416  HISTORY     - Date     Condition        Report By
 HX1416  HISTORY     - 1962     MONUMENTED       CGS
 HX1416
 HX1416                          STATION DESCRIPTION
 HX1416
 HX1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1416'0.9 MI W FROM QUINWOOD.
 HX1416'ABOUT 0.9 MILES WEST ALONG RUSSELLVILLE ROAD FROM THE JUNCTION
 HX1416'OF STATE HIGHWAY 20 AT QUINWOOD, ON THE EAST SLOPE OF A MOUNTAIN
 HX1416'AT A POINT WHERE A TELEPHONE LINE CROSSES THE ROAD, SET
 HX1416'VERTICALLY IN THE SOUTH FACE OF A ROCK CUT THAT IS ABOUT 100
 HX1416'YARDS LONG AND 5 FEET HIGH, 90 FEET EAST OF THE WEST END OF THE
 HX1416'CUT, 14 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET ABOVE
 HX1416'THE GROUND LEVEL, AND ABOUT 1.5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1408 ***********************************************************************
 HX1408  DESIGNATION -  L 237
 HX1408  PID         -  HX1408
 HX1408  STATE/COUNTY-  WV/NICHOLAS
 HX1408  USGS QUAD   -  CORLISS (1976)
 HX1408
 HX1408                         *CURRENT SURVEY CONTROL
 HX1408  ___________________________________________________________________
 HX1408* NAD 83(1986)-  38 07 26.     (N)    080 48 17.     (W)     SCALED    
 HX1408* NAVD 88     -       784.353  (meters)    2573.33   (feet)  ADJUSTED  
 HX1408  ___________________________________________________________________
 HX1408  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 HX1408  DYNAMIC HT  -         783.733 (meters)    2571.30  (feet)  COMP
 HX1408  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 HX1408
 HX1408  VERT ORDER  -  SECOND    CLASS 0
 HX1408
 HX1408.The horizontal coordinates were scaled from a topographic map and have
 HX1408.an estimated accuracy of +/- 6 seconds.
 HX1408
 HX1408.The orthometric height was determined by differential leveling
 HX1408.and adjusted by the National Geodetic Survey in June 1991..
 HX1408
 HX1408.The geoid height was determined by GEOID03.
 HX1408
 HX1408.The dynamic height is computed by dividing the NAVD 88
 HX1408.geopotential number by the normal gravity value computed on the
 HX1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1408.degrees latitude (g = 980.6199 gals.).
 HX1408
 HX1408.The modeled gravity was interpolated from observed gravity values.
 HX1408
 HX1408;                    North         East    Units  Estimated Accuracy
 HX1408;SPC WV S     -   124,760.      617,120.      MT  (+/- 180 meters Scaled)
 HX1408
 HX1408                          SUPERSEDED SURVEY CONTROL
 HX1408
 HX1408  NGVD 29 (??/??/92)  784.515  (m)         2573.86   (f) ADJ UNCH    2 0
 HX1408
 HX1408.Superseded values are not recommended for survey control.
 HX1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1408.See file dsdata.txt to determine how the superseded data were derived.
 HX1408
 HX1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC171195(NAD 83)
 HX1408_MARKER: DB = BENCH MARK DISK
 HX1408_SETTING: 66 = SET IN ROCK OUTCROP
 HX1408_SP_SET: ROCK LEDGE
 HX1408_STAMPING: L 237 1962
 HX1408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1408+STABILITY: POSITION/ELEVATION WELL
 HX1408
 HX1408  HISTORY     - Date     Condition        Report By
 HX1408  HISTORY     - 1962     MONUMENTED       CGS
 HX1408
 HX1408                          STATION DESCRIPTION
 HX1408
 HX1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1408'9.8 MI NE FROM RUSSELLVILLE.
 HX1408'ABOUT 9.7 MILES NORTHEAST ALONG A BLACK TOP ROAD AND A GRADED
 HX1408'ROAD FROM THE POST OFFICE AT RUSSELLVILLE, THENCE 0.1 MILES
 HX1408'NORTHEAST ALONG AN OLD ABANDONED ROAD, ABOUT 30 YARDS SOUTH OF
 HX1408'THE CENTER LINE OF AN OLD DIM ROAD JUNCTION SHAPED LIKE A Y,
 HX1408'DIRECTLY IN THE CENTER LINE OF THE OLD ROAD, SET ON THE TOP OF
 HX1408'THE NORTH ONE OF TWO FLAT LEDGES OF ROCK THAT IS IN THE OLD
 HX1408'ROAD, 19 FEET SOUTH OF A WIRE GATE ACROSS THE OLD ROAD, 1.5
 HX1408'FEET WEST OF THE EAST END OF THE ROCK, AND ABOUT LEVEL WITH THE
 HX1408'OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1390 ***********************************************************************
 HX1390  DESIGNATION -  L 238
 HX1390  PID         -  HX1390
 HX1390  STATE/COUNTY-  WV/GREENBRIER
 HX1390  USGS QUAD   -  RICHWOOD (1995)
 HX1390
 HX1390                         *CURRENT SURVEY CONTROL
 HX1390  ___________________________________________________________________
 HX1390* NAD 83(1986)-  38 09 19.     (N)    080 34 34.     (W)     SCALED    
 HX1390* NAVD 88     -       813.889  (meters)    2670.23   (feet)  ADJUSTED  
 HX1390  ___________________________________________________________________
 HX1390  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HX1390  DYNAMIC HT  -         813.224 (meters)    2668.05  (feet)  COMP
 HX1390  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 HX1390
 HX1390  VERT ORDER  -  SECOND    CLASS 0
 HX1390
 HX1390.The horizontal coordinates were scaled from a topographic map and have
 HX1390.an estimated accuracy of +/- 6 seconds.
 HX1390
 HX1390.The orthometric height was determined by differential leveling
 HX1390.and adjusted by the National Geodetic Survey in June 1991..
 HX1390
 HX1390.The geoid height was determined by GEOID03.
 HX1390
 HX1390.The dynamic height is computed by dividing the NAVD 88
 HX1390.geopotential number by the normal gravity value computed on the
 HX1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1390.degrees latitude (g = 980.6199 gals.).
 HX1390
 HX1390.The modeled gravity was interpolated from observed gravity values.
 HX1390
 HX1390;                    North         East    Units  Estimated Accuracy
 HX1390;SPC WV S     -   128,310.      637,150.      MT  (+/- 180 meters Scaled)
 HX1390
 HX1390                          SUPERSEDED SURVEY CONTROL
 HX1390
 HX1390  NGVD 29 (??/??/92)  814.037  (m)         2670.72   (f) ADJ UNCH    2 0
 HX1390
 HX1390.Superseded values are not recommended for survey control.
 HX1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1390.See file dsdata.txt to determine how the superseded data were derived.
 HX1390
 HX1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC371231(NAD 83)
 HX1390_MARKER: DB = BENCH MARK DISK
 HX1390_SETTING: 66 = SET IN ROCK OUTCROP
 HX1390_SP_SET: ROCK LEDGE
 HX1390_STAMPING: L 238 1962
 HX1390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1390+STABILITY: POSITION/ELEVATION WELL
 HX1390
 HX1390  HISTORY     - Date     Condition        Report By
 HX1390  HISTORY     - 1962     MONUMENTED       CGS
 HX1390
 HX1390                          STATION DESCRIPTION
 HX1390
 HX1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1390'4.4 MI E FROM LILE.
 HX1390'ABOUT 3.6 MILES NORTHEAST ALONG A GRADED ROAD FROM A Y ROAD
 HX1390'JUNCTION AT LILE, THENCE ABOUT 0.8 MILE EAST ALONG A ROUGH
 HX1390'MOUNTAIN ROAD, ABOUT 0.4 MILE EAST OF LAUREL CREEK, ABOUT 0.3
 HX1390'MILE WEST OF A TWO STORY FARM HOUSE ON THE NORTH SIDE OF THE ROAD,
 HX1390'SET ON TOP OF THE SOUTHEAST EDGE OF A FLAT LEDGE OF A ROCK THAT
 HX1390'IS ABOUT 2 FEET HIGH WHICH HAS SEVERAL TREES GROWING ON TOP
 HX1390'OF IT, 27 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 5.5
 HX1390'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE ROCK, 1.5 FEET
 HX1390'NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK, ABOUT 150 YARDS
 HX1390'EAST OF THE JUNCTION OF A ROAD LEADING SOUTH, AND ABOUT 8 FEET
 HX1390'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1206 ***********************************************************************
 HX1206  DESIGNATION -  L 239
 HX1206  PID         -  HX1206
 HX1206  STATE/COUNTY-  WV/NICHOLAS
 HX1206  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1206
 HX1206                         *CURRENT SURVEY CONTROL
 HX1206  ___________________________________________________________________
 HX1206* NAD 83(1986)-  38 17 45.     (N)    080 31 22.     (W)     SCALED    
 HX1206* NAVD 88     -       657.509  (meters)    2157.18   (feet)  ADJUSTED  
 HX1206  ___________________________________________________________________
 HX1206  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HX1206  DYNAMIC HT  -         656.983 (meters)    2155.45  (feet)  COMP
 HX1206  MODELED GRAV-     979,807.3   (mgal)                       NAVD 88
 HX1206
 HX1206  VERT ORDER  -  SECOND    CLASS 0
 HX1206
 HX1206.The horizontal coordinates were scaled from a topographic map and have
 HX1206.an estimated accuracy of +/- 6 seconds.
 HX1206
 HX1206.The orthometric height was determined by differential leveling
 HX1206.and adjusted by the National Geodetic Survey in June 1991..
 HX1206
 HX1206.The geoid height was determined by GEOID03.
 HX1206
 HX1206.The dynamic height is computed by dividing the NAVD 88
 HX1206.geopotential number by the normal gravity value computed on the
 HX1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1206.degrees latitude (g = 980.6199 gals.).
 HX1206
 HX1206.The modeled gravity was interpolated from observed gravity values.
 HX1206
 HX1206;                    North         East    Units  Estimated Accuracy
 HX1206;SPC WV S     -   143,930.      641,740.      MT  (+/- 180 meters Scaled)
 HX1206
 HX1206                          SUPERSEDED SURVEY CONTROL
 HX1206
 HX1206  NGVD 29 (??/??/92)  657.634  (m)         2157.59   (f) ADJ UNCH    2 0
 HX1206
 HX1206.Superseded values are not recommended for survey control.
 HX1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1206.See file dsdata.txt to determine how the superseded data were derived.
 HX1206
 HX1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC417387(NAD 83)
 HX1206_MARKER: DB = BENCH MARK DISK
 HX1206_SETTING: 80 = SET IN A BOULDER
 HX1206_SP_SET: BOULDER
 HX1206_STAMPING: L 239 1962
 HX1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1206+STABILITY: SURFACE MOTION
 HX1206
 HX1206  HISTORY     - Date     Condition        Report By
 HX1206  HISTORY     - 1962     MONUMENTED       CGS
 HX1206
 HX1206                          STATION DESCRIPTION
 HX1206
 HX1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1206'6.9 MI N FROM RICHWOOD.
 HX1206'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1206'OFFICE AT RICHWOOD, THENCE ABOUT 2.4 MILES NORTH ALONG COUNTY
 HX1206'ROAD 76, THENCE ABOUT 3.6 MILES NORTH ALONG FOREST SERVICE ROAD
 HX1206'76, ABOUT 0.2 MILES EAST OF THE NORTH END OF A 90-FOOT STEEL
 HX1206'BRIDGE OVER THE CRANBERRY RIVER, AT THE JUNCTION OF THE EAST LEG
 HX1206'OF A ROAD LEADING NORTHWEST, SET ON TOP OF A LEDGE OF A HUGE SLOPING
 HX1206'BOULDER ABOUT 7 FEET LONG -BY-3 FEET WIDE, 126 FEET NORTH OF THE
 HX1206'CENTER OF THE JUNCTION, 0.5 FOOT SOUTH OF THE SOUTH FACE OF THE
 HX1206'BOULDER, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0828 ***********************************************************************
 JW0828  DESIGNATION -  L 24
 JW0828  PID         -  JW0828
 JW0828  STATE/COUNTY-  WV/PRESTON
 JW0828  USGS QUAD   -  KINGWOOD (1976)
 JW0828
 JW0828                         *CURRENT SURVEY CONTROL
 JW0828  ___________________________________________________________________
 JW0828* NAD 83(1986)-  39 28 55.     (N)    079 38 09.     (W)     SCALED    
 JW0828* NAVD 88     -       379.024  (meters)    1243.51   (feet)  ADJUSTED  
 JW0828  ___________________________________________________________________
 JW0828  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JW0828  DYNAMIC HT  -         378.788 (meters)    1242.74  (feet)  COMP
 JW0828  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JW0828
 JW0828  VERT ORDER  -  SECOND    CLASS 0
 JW0828
 JW0828.The horizontal coordinates were scaled from a topographic map and have
 JW0828.an estimated accuracy of +/- 6 seconds.
 JW0828
 JW0828.The orthometric height was determined by differential leveling
 JW0828.and adjusted by the National Geodetic Survey in June 1991..
 JW0828
 JW0828.The geoid height was determined by GEOID03.
 JW0828
 JW0828.The dynamic height is computed by dividing the NAVD 88
 JW0828.geopotential number by the normal gravity value computed on the
 JW0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0828.degrees latitude (g = 980.6199 gals.).
 JW0828
 JW0828.The modeled gravity was interpolated from observed gravity values.
 JW0828
 JW0828;                    North         East    Units  Estimated Accuracy
 JW0828;SPC WV N     -   109,020.      588,310.      MT  (+/- 180 meters Scaled)
 JW0828
 JW0828                          SUPERSEDED SURVEY CONTROL
 JW0828
 JW0828  NGVD 29 (??/??/92)  379.204  (m)         1244.11   (f) ADJ UNCH    2 0
 JW0828
 JW0828.Superseded values are not recommended for survey control.
 JW0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0828.See file dsdata.txt to determine how the superseded data were derived.
 JW0828
 JW0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD173711(NAD 83)
 JW0828_MARKER: DB = BENCH MARK DISK
 JW0828_SETTING: 80 = SET IN A BOULDER
 JW0828_SP_SET: BOULDER
 JW0828_STAMPING: L 24 1935
 JW0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0828+STABILITY: SURFACE MOTION
 JW0828
 JW0828  HISTORY     - Date     Condition        Report By
 JW0828  HISTORY     - 1935     MONUMENTED       CGS
 JW0828
 JW0828                          STATION DESCRIPTION
 JW0828
 JW0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0828'0.9 MI S FROM ALBRIGHT.
 JW0828'0.9 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0828'STATION AT ALBRIGHT, PRESTON COUNTY, 75 FEET SOUTHWEST OF A
 JW0828'SECOND POLE SOUTH OF MILEAGE SIGN 34.25, 18 FEET WEST OF THE
 JW0828'WEST RAIL, IN THE FACE OF A LARGE BOULDER, AND ABOUT 3 FEET ABOVE
 JW0828'THE GROUND.  A STANDARD DISK, STAMPED L 24 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0507 ***********************************************************************
 HX0507  DESIGNATION -  L 240
 HX0507  PID         -  HX0507
 HX0507  STATE/COUNTY-  WV/WEBSTER
 HX0507  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0507
 HX0507                         *CURRENT SURVEY CONTROL
 HX0507  ___________________________________________________________________
 HX0507* NAD 83(1986)-  38 26 14.     (N)    080 26 39.     (W)     SCALED    
 HX0507* NAVD 88     -       691.919  (meters)    2270.07   (feet)  ADJUSTED  
 HX0507  ___________________________________________________________________
 HX0507  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX0507  DYNAMIC HT  -         691.385 (meters)    2268.32  (feet)  COMP
 HX0507  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 HX0507
 HX0507  VERT ORDER  -  SECOND    CLASS 0
 HX0507
 HX0507.The horizontal coordinates were scaled from a topographic map and have
 HX0507.an estimated accuracy of +/- 6 seconds.
 HX0507
 HX0507.The orthometric height was determined by differential leveling
 HX0507.and adjusted by the National Geodetic Survey in June 1991..
 HX0507
 HX0507.The geoid height was determined by GEOID03.
 HX0507
 HX0507.The dynamic height is computed by dividing the NAVD 88
 HX0507.geopotential number by the normal gravity value computed on the
 HX0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0507.degrees latitude (g = 980.6199 gals.).
 HX0507
 HX0507.The modeled gravity was interpolated from observed gravity values.
 HX0507
 HX0507;                    North         East    Units  Estimated Accuracy
 HX0507;SPC WV S     -   159,660.      648,530.      MT  (+/- 180 meters Scaled)
 HX0507
 HX0507                          SUPERSEDED SURVEY CONTROL
 HX0507
 HX0507  NGVD 29 (??/??/92)  692.068  (m)         2270.56   (f) ADJ UNCH    2 0
 HX0507
 HX0507.Superseded values are not recommended for survey control.
 HX0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0507.See file dsdata.txt to determine how the superseded data were derived.
 HX0507
 HX0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC485544(NAD 83)
 HX0507_MARKER: DB = BENCH MARK DISK
 HX0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0507_SP_SET: BRIDGE
 HX0507_STAMPING: L 240 1962
 HX0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0507
 HX0507  HISTORY     - Date     Condition        Report By
 HX0507  HISTORY     - 1962     MONUMENTED       CGS
 HX0507
 HX0507                          STATION DESCRIPTION
 HX0507
 HX0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0507'AT BOLAIR.
 HX0507'AT BOLAIR, ALONG STATE HIGHWAY 20, 34 FEET SOUTH OF SOUTH CORNER
 HX0507'OF POST OFFICE AND CANFIELDS STORE, 18 FEET NORTHWEST OF CENTER
 HX0507'LINE OF HIGHWAY, ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY, AND SET
 HX0507'ON TOP OF WING WALL AT NORTH CORNER OF 15 FOOT CONCRETE BRIDGE
 HX0507'OVER BOLAIR RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0828 ***********************************************************************
 HX0828  DESIGNATION -  L 241
 HX0828  PID         -  HX0828
 HX0828  STATE/COUNTY-  WV/WEBSTER
 HX0828  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0828
 HX0828                         *CURRENT SURVEY CONTROL
 HX0828  ___________________________________________________________________
 HX0828* NAD 83(1986)-  38 18 51.     (N)    080 25 50.     (W)     SCALED    
 HX0828* NAVD 88     -       774.686  (meters)    2541.62   (feet)  ADJUSTED  
 HX0828  ___________________________________________________________________
 HX0828  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HX0828  DYNAMIC HT  -         774.057 (meters)    2539.55  (feet)  COMP
 HX0828  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 HX0828
 HX0828  VERT ORDER  -  SECOND    CLASS 0
 HX0828
 HX0828.The horizontal coordinates were scaled from a topographic map and have
 HX0828.an estimated accuracy of +/- 6 seconds.
 HX0828
 HX0828.The orthometric height was determined by differential leveling
 HX0828.and adjusted by the National Geodetic Survey in June 1991..
 HX0828
 HX0828.The geoid height was determined by GEOID03.
 HX0828
 HX0828.The dynamic height is computed by dividing the NAVD 88
 HX0828.geopotential number by the normal gravity value computed on the
 HX0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0828.degrees latitude (g = 980.6199 gals.).
 HX0828
 HX0828.The modeled gravity was interpolated from observed gravity values.
 HX0828
 HX0828;                    North         East    Units  Estimated Accuracy
 HX0828;SPC WV S     -   146,010.      649,800.      MT  (+/- 180 meters Scaled)
 HX0828
 HX0828                          SUPERSEDED SURVEY CONTROL
 HX0828
 HX0828  NGVD 29 (??/??/92)  774.799  (m)         2541.99   (f) ADJ UNCH    2 0
 HX0828
 HX0828.Superseded values are not recommended for survey control.
 HX0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0828.See file dsdata.txt to determine how the superseded data were derived.
 HX0828
 HX0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC497408(NAD 83)
 HX0828_MARKER: DB = BENCH MARK DISK
 HX0828_SETTING: 80 = SET IN A BOULDER
 HX0828_SP_SET: BOULDER
 HX0828_STAMPING: L 241 1962
 HX0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0828+STABILITY: SURFACE MOTION
 HX0828
 HX0828  HISTORY     - Date     Condition        Report By
 HX0828  HISTORY     - 1962     MONUMENTED       CGS
 HX0828
 HX0828                          STATION DESCRIPTION
 HX0828
 HX0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0828'8.4 MI SE FROM DYER.
 HX0828'5.9 MILES SOUTHWEST AND SOUTHEAST ALONG FOREST SERVICE ROAD
 HX0828'101 FROM THE FOOTBRIDGE OVER WILLIAMS RIVER AT DYER, THENCE 2.5
 HX0828'MILES SOUTHEAST ALONG FOREST SERVICE ROAD 76, ABOUT 0.1 MILE
 HX0828'WEST OF LOWER TWIN BRANCH, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HX0828'EXTENDING EAST AND NORTHWEST, SET ON TOP OF A 18 FOOT LONG-BY-7
 HX0828'FOOT WIDE EMBEDDED BOULDER ON THE NORTHEAST BANK OF CRANBERRY
 HX0828'RIVER, 32 FEET SOUTHWEST OF CENTER LINE OF ROAD, 1.6 FEET
 HX0828'SOUTHWEST OF NORTHEAST EDGE OF BOULDER, AND ABOUT 7 FEET BELOW
 HX0828'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0855 ***********************************************************************
 HX0855  DESIGNATION -  L 242
 HX0855  PID         -  HX0855
 HX0855  STATE/COUNTY-  WV/POCAHONTAS
 HX0855  USGS QUAD   -  LOBELIA (1995)
 HX0855
 HX0855                         *CURRENT SURVEY CONTROL
 HX0855  ___________________________________________________________________
 HX0855* NAD 83(1986)-  38 10 46.     (N)    080 16 26.     (W)     SCALED    
 HX0855* NAVD 88     -      1159.463  (meters)    3804.00   (feet)  ADJUSTED  
 HX0855  ___________________________________________________________________
 HX0855  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HX0855  DYNAMIC HT  -        1158.451 (meters)    3800.68  (feet)  COMP
 HX0855  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 HX0855
 HX0855  VERT ORDER  -  SECOND    CLASS 0
 HX0855
 HX0855.The horizontal coordinates were scaled from a topographic map and have
 HX0855.an estimated accuracy of +/- 6 seconds.
 HX0855
 HX0855.The orthometric height was determined by differential leveling
 HX0855.and adjusted by the National Geodetic Survey in June 1991..
 HX0855
 HX0855.The geoid height was determined by GEOID03.
 HX0855
 HX0855.The dynamic height is computed by dividing the NAVD 88
 HX0855.geopotential number by the normal gravity value computed on the
 HX0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0855.degrees latitude (g = 980.6199 gals.).
 HX0855
 HX0855.The modeled gravity was interpolated from observed gravity values.
 HX0855
 HX0855;                    North         East    Units  Estimated Accuracy
 HX0855;SPC WV S     -   131,150.      663,620.      MT  (+/- 180 meters Scaled)
 HX0855
 HX0855                          SUPERSEDED SURVEY CONTROL
 HX0855
 HX0855  NGVD 29 (??/??/92) 1159.520  (m)         3804.19   (f) ADJ UNCH    2 0
 HX0855
 HX0855.Superseded values are not recommended for survey control.
 HX0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0855.See file dsdata.txt to determine how the superseded data were derived.
 HX0855
 HX0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC635259(NAD 83)
 HX0855_MARKER: DB = BENCH MARK DISK
 HX0855_SETTING: 80 = SET IN A BOULDER
 HX0855_SP_SET: BOULDER
 HX0855_STAMPING: L 242 1962
 HX0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0855+STABILITY: SURFACE MOTION
 HX0855
 HX0855  HISTORY     - Date     Condition        Report By
 HX0855  HISTORY     - 1962     MONUMENTED       CGS
 HX0855
 HX0855                          STATION DESCRIPTION
 HX0855
 HX0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0855'7.4 MI NW FROM MILL POINT.
 HX0855'7.4 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX0855'OF U.S. HIGHWAY 219 AT MILL POINT, ABOUT 0.7 MILE WEST OF THE
 HX0855'JUNCTION OF U.S. FORESTRY ROAD 102, SET ON TOP OF A LARGE ROCK
 HX0855'THAT IS ABOUT 8-FOOT LONG AND NEAR THE NORTHWEST END OF A LARGE
 HX0855'CUT, 48 FEET SOUTHEAST OF THE CENTER OF THE SOUTHWEST END OF A
 HX0855'3-FOOT STONE BOX CULVERT, 25 FEET SOUTHWEST OF THE CENTER LINE
 HX0855'OF THE HIGHWAY, 2 1/2 FEET SOUTH OF THE NORTH END OF THE ROCK,
 HX0855'0.3 FOOT WEST OF THE EAST EDGE OF THE ROCK, AND ABOUT 4 1/2 FEET
 HX0855'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1221 ***********************************************************************
 HX1221  DESIGNATION -  L 243
 HX1221  PID         -  HX1221
 HX1221  STATE/COUNTY-  WV/NICHOLAS
 HX1221  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1221
 HX1221                         *CURRENT SURVEY CONTROL
 HX1221  ___________________________________________________________________
 HX1221* NAD 83(1986)-  38 15 16.     (N)    080 30 40.     (W)     SCALED    
 HX1221* NAVD 88     -       737.570  (meters)    2419.84   (feet)  ADJUSTED  
 HX1221  ___________________________________________________________________
 HX1221  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HX1221  DYNAMIC HT  -         736.981 (meters)    2417.91  (feet)  COMP
 HX1221  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 HX1221
 HX1221  VERT ORDER  -  SECOND    CLASS 0
 HX1221
 HX1221.The horizontal coordinates were scaled from a topographic map and have
 HX1221.an estimated accuracy of +/- 6 seconds.
 HX1221
 HX1221.The orthometric height was determined by differential leveling
 HX1221.and adjusted by the National Geodetic Survey in June 1991..
 HX1221
 HX1221.The geoid height was determined by GEOID03.
 HX1221
 HX1221.The dynamic height is computed by dividing the NAVD 88
 HX1221.geopotential number by the normal gravity value computed on the
 HX1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1221.degrees latitude (g = 980.6199 gals.).
 HX1221
 HX1221.The modeled gravity was interpolated from observed gravity values.
 HX1221
 HX1221;                    North         East    Units  Estimated Accuracy
 HX1221;SPC WV S     -   139,340.      642,790.      MT  (+/- 180 meters Scaled)
 HX1221
 HX1221                          SUPERSEDED SURVEY CONTROL
 HX1221
 HX1221  NGVD 29 (??/??/92)  737.703  (m)         2420.28   (f) ADJ UNCH    2 0
 HX1221
 HX1221.Superseded values are not recommended for survey control.
 HX1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1221.See file dsdata.txt to determine how the superseded data were derived.
 HX1221
 HX1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC427341(NAD 83)
 HX1221_MARKER: DB = BENCH MARK DISK
 HX1221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1221_SP_SET: ABUTMENT
 HX1221_STAMPING: L 243 1962
 HX1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1221
 HX1221  HISTORY     - Date     Condition        Report By
 HX1221  HISTORY     - 1962     MONUMENTED       CGS
 HX1221
 HX1221                          STATION DESCRIPTION
 HX1221
 HX1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1221'2.9 MI E FROM RICHWOOD.
 HX1221'ABOUT 2.9 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 HX1221'AT RICHWOOD, SET ON TOP OF THE NORTHEAST END OF THE SOUTHEAST
 HX1221'ABUTMENT OF A 175-FOOT CONCRETE BRIDGE OVER THE NORTH FORK OF THE
 HX1221'CHERRY RIVER, (THE WEST ONE OF THREE BRIDGES OVER THE RIVER),
 HX1221'15 FEET NORTH-EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 HX1221'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3167 ***********************************************************************
 HX3167  DESIGNATION -  L 243 RESET
 HX3167  PID         -  HX3167
 HX3167  STATE/COUNTY-  WV/NICHOLAS
 HX3167  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX3167
 HX3167                         *CURRENT SURVEY CONTROL
 HX3167  ___________________________________________________________________
 HX3167* NAD 83(1986)-  38 15 16.     (N)    080 30 40.     (W)     SCALED    
 HX3167* NAVD 88     -       737.37   (meters)    2419.2    (feet)  RESET     
 HX3167  ___________________________________________________________________
 HX3167  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HX3167
 HX3167  VERT ORDER  -  THIRD
 HX3167
 HX3167.The horizontal coordinates were scaled from a topographic map and have
 HX3167.an estimated accuracy of +/- 6 seconds.
 HX3167
 HX3167.The orthometric height was computed from unverified reset data.
 HX3167.No vertical observational check was made to the station.
 HX3167
 HX3167.The geoid height was determined by GEOID03.
 HX3167
 HX3167;                    North         East    Units  Estimated Accuracy
 HX3167;SPC WV S     -   139,340.      642,790.      MT  (+/- 180 meters Scaled)
 HX3167
 HX3167                          SUPERSEDED SURVEY CONTROL
 HX3167
 HX3167  NGVD 29 (09/25/03)  737.50   (m)         2419.6    (f) RESET       3  
 HX3167
 HX3167.Superseded values are not recommended for survey control.
 HX3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3167.See file dsdata.txt to determine how the superseded data were derived.
 HX3167
 HX3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC427341(NAD 83)
 HX3167_MARKER: DV = VERTICAL CONTROL DISK
 HX3167_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HX3167_SP_SET: BRIDGE ABUTMENT
 HX3167_STAMPING: L 243 RESET 1986
 HX3167_MARK LOGO: NGS   
 HX3167_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX3167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX3167
 HX3167  HISTORY     - Date     Condition        Report By
 HX3167  HISTORY     - 1986     MONUMENTED       WVHD
 HX3167
 HX3167                          STATION DESCRIPTION
 HX3167
 HX3167'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1986
 HX3167'2.9 MILES (4.7 KM) EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 HX3167'IN RICHWOOD, ON TOP OF THE NORTHEAST END OF THE SOUTHEAST PART OF A
 HX3167'175-FOOT CONCRETE BRIDGE OVER THE NORTH FORK OF THE CHERRY RIVER
 HX3167'(WEST ONE OF THREE BRIDGES OVER THE RIVER), 15 FEET (4.6 M) NORTHEAST
 HX3167'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT .10 FOOT (3.05 CM) ABOVE
 HX3167'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0510 ***********************************************************************
 HX0510  DESIGNATION -  L 244
 HX0510  PID         -  HX0510
 HX0510  STATE/COUNTY-  WV/WEBSTER
 HX0510  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0510
 HX0510                         *CURRENT SURVEY CONTROL
 HX0510  ___________________________________________________________________
 HX0510* NAD 83(1986)-  38 26 43.     (N)    080 26 07.     (W)     SCALED    
 HX0510* NAVD 88     -       692.655  (meters)    2272.49   (feet)  ADJUSTED  
 HX0510  ___________________________________________________________________
 HX0510  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX0510  DYNAMIC HT  -         692.122 (meters)    2270.74  (feet)  COMP
 HX0510  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 HX0510
 HX0510  VERT ORDER  -  SECOND    CLASS 0
 HX0510
 HX0510.The horizontal coordinates were scaled from a topographic map and have
 HX0510.an estimated accuracy of +/- 6 seconds.
 HX0510
 HX0510.The orthometric height was determined by differential leveling
 HX0510.and adjusted by the National Geodetic Survey in June 1991..
 HX0510
 HX0510.The geoid height was determined by GEOID03.
 HX0510
 HX0510.The dynamic height is computed by dividing the NAVD 88
 HX0510.geopotential number by the normal gravity value computed on the
 HX0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0510.degrees latitude (g = 980.6199 gals.).
 HX0510
 HX0510.The modeled gravity was interpolated from observed gravity values.
 HX0510
 HX0510;                    North         East    Units  Estimated Accuracy
 HX0510;SPC WV S     -   160,560.      649,300.      MT  (+/- 180 meters Scaled)
 HX0510
 HX0510                          SUPERSEDED SURVEY CONTROL
 HX0510
 HX0510  NGVD 29 (??/??/??)  692.80   (m)         2273.0    (f) RESET       3  
 HX0510
 HX0510.Superseded values are not recommended for survey control.
 HX0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0510.See file dsdata.txt to determine how the superseded data were derived.
 HX0510
 HX0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC492553(NAD 83)
 HX0510_MARKER: DB = BENCH MARK DISK
 HX0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0510_SP_SET: CULVERT
 HX0510_STAMPING: L 244 1962
 HX0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0510
 HX0510  HISTORY     - Date     Condition        Report By
 HX0510  HISTORY     - 1962     MONUMENTED       CGS
 HX0510
 HX0510                          STATION DESCRIPTION
 HX0510
 HX0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0510'0.8 MI NE FROM BOLAIR.
 HX0510'0.8 MILE NORTHEAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0510'AT BOLAIR, ABOUT 0.6 MILE NORTHEAST OF JUNCTION OF WEST LEG OF
 HX0510'GAULEY RIVER ROAD, ABOUT 90 YARDS SOUTHWEST OF CALVERY BAPTIST
 HX0510'CHURCH, 16.5 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, ABOUT 1/2
 HX0510'FOOT BELOW LEVEL OF HIGHWAY, AND SET ON TOP OF NORTHEAST END OF
 HX0510'NORTHWEST HEAD WALL OF 20 FOOT CONCRETE CULVERT (BRIDGE) OVER A
 HX0510'SMALL STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF8019 ***********************************************************************
 DF8019  DESIGNATION -  L 245 RESET
 DF8019  PID         -  DF8019
 DF8019  STATE/COUNTY-  WV/POCAHONTAS
 DF8019  USGS QUAD   -  EDRAY (1995)
 DF8019
 DF8019                         *CURRENT SURVEY CONTROL
 DF8019  ___________________________________________________________________
 DF8019* NAD 83(1986)-  38 19 44.     (N)    080 05 39.     (W)     SCALED    
 DF8019* NAVD 88     -       931.37   (meters)    3055.7    (feet)  RESET     
 DF8019  ___________________________________________________________________
 DF8019  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DF8019
 DF8019  VERT ORDER  -  THIRD
 DF8019
 DF8019.The horizontal coordinates were scaled from a topographic map and have
 DF8019.an estimated accuracy of +/- 6 seconds.
 DF8019
 DF8019.The orthometric height was computed from unverified reset data.
 DF8019.No vertical observational check was made to the station.
 DF8019
 DF8019.The geoid height was determined by GEOID03.
 DF8019
 DF8019;                    North         East    Units  Estimated Accuracy
 DF8019;SPC WV S     -   147,880.      679,200.      MT  (+/- 180 meters Scaled)
 DF8019
 DF8019                          SUPERSEDED SURVEY CONTROL
 DF8019
 DF8019.No superseded survey control is available for this station.
 DF8019
 DF8019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC791426(NAD 83)
 DF8019_MARKER: DV = VERTICAL CONTROL DISK
 DF8019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8019_STAMPING: L 245 RESET 2002
 DF8019_MARK LOGO: NGS   
 DF8019_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8019+STABILITY: SURFACE MOTION
 DF8019
 DF8019  HISTORY     - Date     Condition        Report By
 DF8019  HISTORY     - 2002     MONUMENTED       NGS
 DF8019
 DF8019                          STATION DESCRIPTION
 DF8019
 DF8019'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (BC)
 DF8019'8.48 MILES (13.65 KM) NORTH ALONG U.S.  HIGHWAY 219 FROM THE NORTHEAST
 DF8019'END OF THE STATE HIGHWAY 32 BRIDGE OVER GREENBRIER RIVER IN MARLINTON,
 DF8019'117 FEET (35.7 M) SOUTH OF THE SOUTHWEST CONCRETE ABUTMENT OF A 12
 DF8019'FOOT (3.7 M) BRIDGE, 25.4 FEET (7.7 M) OF CENTERLINE OF HIGHWAY.  A
 DF8019'BRASS DISK SET IN 18 BY 48 (DEPTH) CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0761 ***********************************************************************
 HX0761  DESIGNATION -  L 246
 HX0761  PID         -  HX0761
 HX0761  STATE/COUNTY-  WV/POCAHONTAS
 HX0761  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0761
 HX0761                         *CURRENT SURVEY CONTROL
 HX0761  ___________________________________________________________________
 HX0761* NAD 83(1986)-  38 19 21.     (N)    080 19 49.     (W)     SCALED    
 HX0761* NAVD 88     -       815.188  (meters)    2674.50   (feet)  ADJUSTED  
 HX0761  ___________________________________________________________________
 HX0761  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HX0761  DYNAMIC HT  -         814.523 (meters)    2672.31  (feet)  COMP
 HX0761  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 HX0761
 HX0761  VERT ORDER  -  SECOND    CLASS 0
 HX0761
 HX0761.The horizontal coordinates were scaled from a topographic map and have
 HX0761.an estimated accuracy of +/- 6 seconds.
 HX0761
 HX0761.The orthometric height was determined by differential leveling
 HX0761.and adjusted by the National Geodetic Survey in June 1991..
 HX0761
 HX0761.The geoid height was determined by GEOID03.
 HX0761
 HX0761.The dynamic height is computed by dividing the NAVD 88
 HX0761.geopotential number by the normal gravity value computed on the
 HX0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0761.degrees latitude (g = 980.6199 gals.).
 HX0761
 HX0761.The modeled gravity was interpolated from observed gravity values.
 HX0761
 HX0761;                    North         East    Units  Estimated Accuracy
 HX0761;SPC WV S     -   146,990.      658,560.      MT  (+/- 180 meters Scaled)
 HX0761
 HX0761                          SUPERSEDED SURVEY CONTROL
 HX0761
 HX0761  NGVD 29 (??/??/92)  815.291  (m)         2674.83   (f) ADJ UNCH    2 0
 HX0761
 HX0761.Superseded values are not recommended for survey control.
 HX0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0761.See file dsdata.txt to determine how the superseded data were derived.
 HX0761
 HX0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC585418(NAD 83)
 HX0761_MARKER: DB = BENCH MARK DISK
 HX0761_SETTING: 80 = SET IN A BOULDER
 HX0761_SP_SET: BOULDER
 HX0761_STAMPING: L 246 1962
 HX0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0761+STABILITY: SURFACE MOTION
 HX0761
 HX0761  HISTORY     - Date     Condition        Report By
 HX0761  HISTORY     - 1962     MONUMENTED       CGS
 HX0761
 HX0761                          STATION DESCRIPTION
 HX0761
 HX0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0761'10 MI SE FROM DYER.
 HX0761'6.75 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD (BLACK TOP AND
 HX0761'GRADED) FROM THE METHODIST CHURCH AT DYER, THENCE ABOUT 3.3 MILES
 HX0761'SOUTHEAST ALONG U.S. FORESTRY ROAD 108, ABOUT 0.4 MILE SOUTHEAST
 HX0761'OF WHERE THE ROAD FORDS BEECHY RUN, ABOUT 0.6 MILE NORTHWEST
 HX0761'OF LAURELLY BRANCH U.S. FORESTRY SIGN, SET VERTICALLY IN THE
 HX0761'WEST FACE OF A LARGE 12-FOOT BY 15-FOOT BOULDER IMBEDED IN THE
 HX0761'HILL WITH A 16-INCH TREE GROWING OUT OF THE TOP, 11 FEET NORTHWEST
 HX0761'OF THE CENTER LINE OF THE ROAD, 4 FEET NORTH OF THE SOUTHWEST
 HX0761'CORNER OF THE BOULDER, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HX0761'GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0720 ***********************************************************************
 HX0720  DESIGNATION -  L 247
 HX0720  PID         -  HX0720
 HX0720  STATE/COUNTY-  WV/POCAHONTAS
 HX0720  USGS QUAD   -  WOODROW (1995)
 HX0720
 HX0720                         *CURRENT SURVEY CONTROL
 HX0720  ___________________________________________________________________
 HX0720* NAD 83(1986)-  38 20 37.     (N)    080 13 41.     (W)     SCALED    
 HX0720* NAVD 88     -       918.397  (meters)    3013.11   (feet)  ADJUSTED  
 HX0720  ___________________________________________________________________
 HX0720  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HX0720  DYNAMIC HT  -         917.639 (meters)    3010.62  (feet)  COMP
 HX0720  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 HX0720
 HX0720  VERT ORDER  -  SECOND    CLASS 0
 HX0720
 HX0720.The horizontal coordinates were scaled from a topographic map and have
 HX0720.an estimated accuracy of +/- 6 seconds.
 HX0720
 HX0720.The orthometric height was determined by differential leveling
 HX0720.and adjusted by the National Geodetic Survey in June 1991..
 HX0720
 HX0720.The geoid height was determined by GEOID03.
 HX0720
 HX0720.The dynamic height is computed by dividing the NAVD 88
 HX0720.geopotential number by the normal gravity value computed on the
 HX0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0720.degrees latitude (g = 980.6199 gals.).
 HX0720
 HX0720.The modeled gravity was interpolated from observed gravity values.
 HX0720
 HX0720;                    North         East    Units  Estimated Accuracy
 HX0720;SPC WV S     -   149,410.      667,480.      MT  (+/- 180 meters Scaled)
 HX0720
 HX0720                          SUPERSEDED SURVEY CONTROL
 HX0720
 HX0720  NGVD 29 (??/??/92)  918.476  (m)         3013.37   (f) ADJ UNCH    2 0
 HX0720
 HX0720.Superseded values are not recommended for survey control.
 HX0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0720.See file dsdata.txt to determine how the superseded data were derived.
 HX0720
 HX0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC674442(NAD 83)
 HX0720_MARKER: DB = BENCH MARK DISK
 HX0720_SETTING: 80 = SET IN A BOULDER
 HX0720_SP_SET: BOULDER
 HX0720_STAMPING: L 247 1962
 HX0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0720+STABILITY: SURFACE MOTION
 HX0720
 HX0720  HISTORY     - Date     Condition        Report By
 HX0720  HISTORY     - 1962     MONUMENTED       CGS
 HX0720
 HX0720                          STATION DESCRIPTION
 HX0720
 HX0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0720'8.4 MI NW FROM WOODROW.
 HX0720'1.35 MILES NORTHWEST ALONG BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0720'AT WOODROW, THENCE ABOUT 3.8 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0720'ROAD 76, THENCE ABOUT 2.9 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0720'ROAD 86, THENCE ABOUT 0.4 MILES NORTHEAST ALONG U.S. FORESTRY
 HX0720'ROAD 135, ABOUT 170 YARDS NORTHWEST OF THE JUNCTION OF A DIM
 HX0720'NARROW ROAD LEADING NORTH UP ALONG TEA CREEK, SET ON TOP OF A
 HX0720'LARGE FLAT EMBEDDED BOULDER (VISIBLE PORTION IS ABOUT 13 BY 6
 HX0720'FEET), AT THE NORTHWEST END OF A VERY SMALL CUT IN THE ROAD,
 HX0720'30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 19 FEET
 HX0720'SOUTHWEST OF A 18-INCH GALVANIZED PIPE UNDER THE ROAD, 1.7 FEET
 HX0720'WEST OF THE EAST EDGE OF THE BOULDER, 12 FEET NORTH OF THE
 HX0720'SOUTH END OF THE BOULDER, AND ABOUT 4 FEET BELOW THE LEVEL OF
 HX0720'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0693 ***********************************************************************
 HX0693  DESIGNATION -  L 248
 HX0693  PID         -  HX0693
 HX0693  STATE/COUNTY-  WV/POCAHONTAS
 HX0693  USGS QUAD   -  SHARP KNOB (1995)
 HX0693
 HX0693                         *CURRENT SURVEY CONTROL
 HX0693  ___________________________________________________________________
 HX0693* NAD 83(1986)-  38 26 40.     (N)    080 08 54.     (W)     SCALED    
 HX0693* NAVD 88     -      1150.103  (meters)    3773.30   (feet)  ADJUSTED  
 HX0693  ___________________________________________________________________
 HX0693  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0693  DYNAMIC HT  -        1149.195 (meters)    3770.32  (feet)  COMP
 HX0693  MODELED GRAV-     979,796.9   (mgal)                       NAVD 88
 HX0693
 HX0693  VERT ORDER  -  SECOND    CLASS 0
 HX0693
 HX0693.The horizontal coordinates were scaled from a topographic map and have
 HX0693.an estimated accuracy of +/- 6 seconds.
 HX0693
 HX0693.The orthometric height was determined by differential leveling
 HX0693.and adjusted by the National Geodetic Survey in June 1991..
 HX0693
 HX0693.The geoid height was determined by GEOID03.
 HX0693
 HX0693.The dynamic height is computed by dividing the NAVD 88
 HX0693.geopotential number by the normal gravity value computed on the
 HX0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0693.degrees latitude (g = 980.6199 gals.).
 HX0693
 HX0693.The modeled gravity was interpolated from observed gravity values.
 HX0693
 HX0693;                    North         East    Units  Estimated Accuracy
 HX0693;SPC WV S     -   160,660.      674,340.      MT  (+/- 180 meters Scaled)
 HX0693
 HX0693                          SUPERSEDED SURVEY CONTROL
 HX0693
 HX0693  NGVD 29 (??/??/92) 1150.219  (m)         3773.68   (f) ADJ UNCH    2 0
 HX0693
 HX0693.Superseded values are not recommended for survey control.
 HX0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0693.See file dsdata.txt to determine how the superseded data were derived.
 HX0693
 HX0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC743554(NAD 83)
 HX0693_MARKER: DB = BENCH MARK DISK
 HX0693_SETTING: 80 = SET IN A BOULDER
 HX0693_SP_SET: BOULDER
 HX0693_STAMPING: L 248 1962
 HX0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0693+STABILITY: SURFACE MOTION
 HX0693
 HX0693  HISTORY     - Date     Condition        Report By
 HX0693  HISTORY     - 1962     MONUMENTED       CGS
 HX0693
 HX0693                          STATION DESCRIPTION
 HX0693
 HX0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0693'4 MI NW FROM SLATY FORK.
 HX0693'4.0 MILES NORTHWEST ALONG A ABANDONED RAILWAY BED (TRAIL) FROM
 HX0693'THE SLATY FORK POST OFFICE, ABOUT 0.75 MILE SOUTHWEST OF THE
 HX0693'JUNCTION OF THE ABANDONED RAILROAD AND U.S. FORESTRY ROAD 24,
 HX0693'SET VERTICALLY IN THE NORTHWEST FACE OF A LARGE BOULDER THAT
 HX0693'IS ABOUT 8-BY 12-FOOT AND 10-FOOT HIGH, AT THE NORTH END OF A
 HX0693'SMALL CUT, 10 FEET EAST OF THE CENTER LINE OF THE ROADBED, 1.9
 HX0693'FEET NORTHEAST OF THE WEST CORNER OF THE BOULDER, ABOUT 4 FEET
 HX0693'ABOVE THE LEVEL OF THE ROADBED, AND ABOUT 3 FEET ABOVE THE
 HX0693'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0578 ***********************************************************************
 HX0578  DESIGNATION -  L 249
 HX0578  PID         -  HX0578
 HX0578  STATE/COUNTY-  WV/GREENBRIER
 HX0578  USGS QUAD   -  DROOP (1995)
 HX0578
 HX0578                         *CURRENT SURVEY CONTROL
 HX0578  ___________________________________________________________________
 HX0578* NAD 83(1986)-  38 00 39.     (N)    080 18 17.     (W)     SCALED    
 HX0578* NAVD 88     -       579.214  (meters)    1900.30   (feet)  ADJUSTED  
 HX0578  ___________________________________________________________________
 HX0578  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HX0578  DYNAMIC HT  -         578.726 (meters)    1898.70  (feet)  COMP
 HX0578  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 HX0578
 HX0578  VERT ORDER  -  SECOND    CLASS 0
 HX0578
 HX0578.The horizontal coordinates were scaled from a topographic map and have
 HX0578.an estimated accuracy of +/- 6 seconds.
 HX0578
 HX0578.The orthometric height was determined by differential leveling
 HX0578.and adjusted by the National Geodetic Survey in June 1991..
 HX0578
 HX0578.The geoid height was determined by GEOID03.
 HX0578
 HX0578.The dynamic height is computed by dividing the NAVD 88
 HX0578.geopotential number by the normal gravity value computed on the
 HX0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0578.degrees latitude (g = 980.6199 gals.).
 HX0578
 HX0578.The modeled gravity was interpolated from observed gravity values.
 HX0578
 HX0578;                    North         East    Units  Estimated Accuracy
 HX0578;SPC WV S     -   112,420.      661,050.      MT  (+/- 180 meters Scaled)
 HX0578
 HX0578                          SUPERSEDED SURVEY CONTROL
 HX0578
 HX0578  NGVD 29 (??/??/92)  579.329  (m)         1900.68   (f) ADJ UNCH    2 0
 HX0578
 HX0578.Superseded values are not recommended for survey control.
 HX0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0578.See file dsdata.txt to determine how the superseded data were derived.
 HX0578
 HX0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC610072(NAD 83)
 HX0578_MARKER: DB = BENCH MARK DISK
 HX0578_SETTING: 66 = SET IN ROCK OUTCROP
 HX0578_SP_SET: ROCK LEDGE
 HX0578_STAMPING: L 249 1962
 HX0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0578+STABILITY: POSITION/ELEVATION WELL
 HX0578
 HX0578  HISTORY     - Date     Condition        Report By
 HX0578  HISTORY     - 1962     MONUMENTED       CGS
 HX0578  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0578  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0578
 HX0578                          STATION DESCRIPTION
 HX0578
 HX0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0578'1.4 MI SW FROM HORROCK.
 HX0578'1.45 MILES SOUTHWEST ALONG CHESAPEAKE AND OHIO RAILROAD FROM THE
 HX0578'GRADED ROAD CROSSING AT HORROCK, ABOUT 0.2 MILES EAST OF MILE-POST
 HX0578'28, SET VERTICALLY ON THE SOUTH FACE OF A 6-BY-2 FOOT ROCK LEDGE
 HX0578'AT THE OLD ABANDONED ROAD CROSSING KNOWN AS GOLDEN, 32 FEET NORTH
 HX0578'OF THE NORTH RAIL OF MAIN TRACK, 73 1/2 FEET NORTHEAST OF THE
 HX0578'CENTER LINE OF THE OLD CROSSING, 3.7 FEET EAST OF THE WEST END
 HX0578'OF THE ROCK LEDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAIL.
 HX0578
 HX0578                          STATION RECOVERY (1983)
 HX0578
 HX0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0578'MARK NOT FOUND.
 HX0578
 HX0578                          STATION RECOVERY (1983)
 HX0578
 HX0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1691 ***********************************************************************
 HX1691  DESIGNATION -  L 25
 HX1691  PID         -  HX1691
 HX1691  STATE/COUNTY-  WV/CALHOUN
 HX1691  USGS QUAD   -  MILLSTONE (1965)
 HX1691
 HX1691                         *CURRENT SURVEY CONTROL
 HX1691  ___________________________________________________________________
 HX1691* NAD 83(1986)-  38 49 53.     (N)    081 06 18.     (W)     SCALED    
 HX1691* NAVD 88     -       334.800  (meters)    1098.42   (feet)  ADJUSTED  
 HX1691  ___________________________________________________________________
 HX1691  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HX1691  DYNAMIC HT  -         334.581 (meters)    1097.70  (feet)  COMP
 HX1691  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 HX1691
 HX1691  VERT ORDER  -  SECOND    CLASS 0
 HX1691
 HX1691.The horizontal coordinates were scaled from a topographic map and have
 HX1691.an estimated accuracy of +/- 6 seconds.
 HX1691
 HX1691.The orthometric height was determined by differential leveling
 HX1691.and adjusted by the National Geodetic Survey in June 1991..
 HX1691
 HX1691.The geoid height was determined by GEOID03.
 HX1691
 HX1691.The dynamic height is computed by dividing the NAVD 88
 HX1691.geopotential number by the normal gravity value computed on the
 HX1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1691.degrees latitude (g = 980.6199 gals.).
 HX1691
 HX1691.The modeled gravity was interpolated from observed gravity values.
 HX1691
 HX1691;                    North         East    Units  Estimated Accuracy
 HX1691;SPC WV S     -   203,280.      590,880.      MT  (+/- 180 meters Scaled)
 HX1691
 HX1691                          SUPERSEDED SURVEY CONTROL
 HX1691
 HX1691  NGVD 29 (??/??/92)  334.968  (m)         1098.97   (f) ADJ UNCH    2 0
 HX1691
 HX1691.Superseded values are not recommended for survey control.
 HX1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1691.See file dsdata.txt to determine how the superseded data were derived.
 HX1691
 HX1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC908980(NAD 83)
 HX1691_MARKER: DB = BENCH MARK DISK
 HX1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1691_STAMPING: L 25 1935
 HX1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1691+STABILITY: SURFACE MOTION
 HX1691
 HX1691  HISTORY     - Date     Condition        Report By
 HX1691  HISTORY     - 1935     MONUMENTED       CGS
 HX1691
 HX1691                          STATION DESCRIPTION
 HX1691
 HX1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX1691'3 MI N FROM MILLSTONE.
 HX1691'3.0 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 HX1691'MILLSTONE, AT THE TOP OF A HILL, 75 FEET NORTH OF THE NORTH END
 HX1691'OF A GUARD RAIL, 9 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 HX1691'OF A PRIVATE ROAD, AND 30 FEET NORTHEAST OF THE CENTERLINE OF THE
 HX1691'HIGHWAY.  A STANDARD DISK, STAMPED L 25 1935 AND SET IN THE TOP
 HX1691'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0903 ***********************************************************************
 HX0903  DESIGNATION -  L 250
 HX0903  PID         -  HX0903
 HX0903  STATE/COUNTY-  WV/POCAHONTAS
 HX0903  USGS QUAD   -  DROOP (1995)
 HX0903
 HX0903                         *CURRENT SURVEY CONTROL
 HX0903  ___________________________________________________________________
 HX0903* NAD 83(1986)-  38 06 41.     (N)    080 17 51.     (W)     SCALED    
 HX0903* NAVD 88     -       776.141  (meters)    2546.39   (feet)  ADJUSTED  
 HX0903  ___________________________________________________________________
 HX0903  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX0903  DYNAMIC HT  -         775.486 (meters)    2544.24  (feet)  COMP
 HX0903  MODELED GRAV-     979,760.0   (mgal)                       NAVD 88
 HX0903
 HX0903  VERT ORDER  -  SECOND    CLASS 0
 HX0903
 HX0903.The horizontal coordinates were scaled from a topographic map and have
 HX0903.an estimated accuracy of +/- 6 seconds.
 HX0903
 HX0903.The orthometric height was determined by differential leveling
 HX0903.and adjusted by the National Geodetic Survey in June 1991..
 HX0903
 HX0903.The geoid height was determined by GEOID03.
 HX0903
 HX0903.The dynamic height is computed by dividing the NAVD 88
 HX0903.geopotential number by the normal gravity value computed on the
 HX0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0903.degrees latitude (g = 980.6199 gals.).
 HX0903
 HX0903.The modeled gravity was interpolated from observed gravity values.
 HX0903
 HX0903;                    North         East    Units  Estimated Accuracy
 HX0903;SPC WV S     -   123,590.      661,600.      MT  (+/- 180 meters Scaled)
 HX0903
 HX0903                          SUPERSEDED SURVEY CONTROL
 HX0903
 HX0903  NGVD 29 (??/??/92)  776.225  (m)         2546.66   (f) ADJ UNCH    2 0
 HX0903
 HX0903.Superseded values are not recommended for survey control.
 HX0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0903.See file dsdata.txt to determine how the superseded data were derived.
 HX0903
 HX0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC615184(NAD 83)
 HX0903_MARKER: DB = BENCH MARK DISK
 HX0903_SETTING: 66 = SET IN ROCK OUTCROP
 HX0903_SP_SET: ROCK OUTCROP
 HX0903_STAMPING: L 250 1962
 HX0903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0903+STABILITY: POSITION/ELEVATION WELL
 HX0903
 HX0903  HISTORY     - Date     Condition        Report By
 HX0903  HISTORY     - 1962     MONUMENTED       CGS
 HX0903  HISTORY     - 1983     GOOD             NGS
 HX0903
 HX0903                          STATION DESCRIPTION
 HX0903
 HX0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0903'2 MI S FROM LOBELIA.
 HX0903'1.95 MILES SOUTH ALONG BLACK TOP ROAD FROM JUNCTION OF GRADED
 HX0903'ROAD, ABOUT 105 YARDS EAST OF THE JUNCTION OF A PRIVATE DRIVE
 HX0903'LEADING NORTHWEST OF A MR. DENNIS HILL RESIDENCE (LARGE TWO-STORY
 HX0903'FARM HOUSE), SET ON TOP OF A LARGE ROCK OUTCROP ABOUT 12 BY 5
 HX0903'FEET WIDE THAT IS IN THE NORTH SIDE OF A FENCED IN PASTURE
 HX0903'APPROXIMATELY 50 YARDS WIDE AND 0.15 MILE LONG IN A SMALL VALLEY,
 HX0903'152 FEET NORTH OF THE CENTER LINE OF THE ROAD, 261 FEET NORTHEAST
 HX0903'OF THE NORTHWEST END OF A 6 FEET GALVANIZED PIPE UNDER THE ROAD
 HX0903'AND OVER A SMALL BRANCH, 1 1/2 FEET SOUTH OF THE NORTH END OF THE
 HX0903'ROCK, ABOUT 0.15 MILE WEST OF TWO 8 FOOT GALVANIZED OVER RUSH
 HX0903'RUN AND UNDER THE ROAD, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE
 HX0903'ROAD.
 HX0903
 HX0903                          STATION RECOVERY (1983)
 HX0903
 HX0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0939 ***********************************************************************
 HX0939  DESIGNATION -  L 251
 HX0939  PID         -  HX0939
 HX0939  STATE/COUNTY-  WV/GREENBRIER
 HX0939  USGS QUAD   -  TROUT (1995)
 HX0939
 HX0939                         *CURRENT SURVEY CONTROL
 HX0939  ___________________________________________________________________
 HX0939* NAD 83(1986)-  38 03 46.     (N)    080 26 00.     (W)     SCALED    
 HX0939* NAVD 88     -       772.036  (meters)    2532.92   (feet)  ADJUSTED  
 HX0939  ___________________________________________________________________
 HX0939  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0939  DYNAMIC HT  -         771.377 (meters)    2530.76  (feet)  COMP
 HX0939  MODELED GRAV-     979,749.8   (mgal)                       NAVD 88
 HX0939
 HX0939  VERT ORDER  -  SECOND    CLASS 0
 HX0939
 HX0939.The horizontal coordinates were scaled from a topographic map and have
 HX0939.an estimated accuracy of +/- 6 seconds.
 HX0939
 HX0939.The orthometric height was determined by differential leveling
 HX0939.and adjusted by the National Geodetic Survey in June 1991..
 HX0939
 HX0939.The geoid height was determined by GEOID03.
 HX0939
 HX0939.The dynamic height is computed by dividing the NAVD 88
 HX0939.geopotential number by the normal gravity value computed on the
 HX0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0939.degrees latitude (g = 980.6199 gals.).
 HX0939
 HX0939.The modeled gravity was interpolated from observed gravity values.
 HX0939
 HX0939;                    North         East    Units  Estimated Accuracy
 HX0939;SPC WV S     -   118,110.      649,730.      MT  (+/- 180 meters Scaled)
 HX0939
 HX0939                          SUPERSEDED SURVEY CONTROL
 HX0939
 HX0939  NGVD 29 (??/??/92)  772.131  (m)         2533.23   (f) ADJ UNCH    2 0
 HX0939
 HX0939.Superseded values are not recommended for survey control.
 HX0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0939.See file dsdata.txt to determine how the superseded data were derived.
 HX0939
 HX0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC497129(NAD 83)
 HX0939_MARKER: DB = BENCH MARK DISK
 HX0939_SETTING: 66 = SET IN ROCK OUTCROP
 HX0939_SP_SET: PROJECTING ROCK
 HX0939_STAMPING: L 251 1962
 HX0939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0939+STABILITY: POSITION/ELEVATION WELL
 HX0939
 HX0939  HISTORY     - Date     Condition        Report By
 HX0939  HISTORY     - 1962     MONUMENTED       CGS
 HX0939
 HX0939                          STATION DESCRIPTION
 HX0939
 HX0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0939'2.7 MI SW FROM LEONARD.
 HX0939'2.7 MILES SOUTHWEST ALONG SPRING CREEK ROAD FROM THE SCHOOL
 HX0939'AT LEONARD, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING
 HX0939'TO THE NORTHWEST AND EAST, ON TOP OF A SMALL HILL, SET VERTICALLY
 HX0939'IN THE SOUTHEAST FACE OF A LARGE ROCK THAT IS ABOUT 10-FOOT WIDE
 HX0939'AND 5-FOOT HIGH AND PROJECT OUT OF THE GROUND, 83 YARDS WEST OF A
 HX0939'PRIVATE DRIVE, 12 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HX0939'1 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 3 FEET ABOVE
 HX0939'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0786 ***********************************************************************
 HX0786  DESIGNATION -  L 252
 HX0786  PID         -  HX0786
 HX0786  STATE/COUNTY-  WV/POCAHONTAS
 HX0786  USGS QUAD   -  WOODROW (1995)
 HX0786
 HX0786                         *CURRENT SURVEY CONTROL
 HX0786  ___________________________________________________________________
 HX0786* NAD 83(1986)-  38 18 36.     (N)    080 14 08.     (W)     SCALED    
 HX0786* NAVD 88     -      1224.293  (meters)    4016.70   (feet)  ADJUSTED  
 HX0786  ___________________________________________________________________
 HX0786  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0786  DYNAMIC HT  -        1223.286 (meters)    4013.40  (feet)  COMP
 HX0786  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 HX0786
 HX0786  VERT ORDER  -  SECOND    CLASS 0
 HX0786
 HX0786.The horizontal coordinates were scaled from a topographic map and have
 HX0786.an estimated accuracy of +/- 6 seconds.
 HX0786
 HX0786.The orthometric height was determined by differential leveling
 HX0786.and adjusted by the National Geodetic Survey in June 1991..
 HX0786
 HX0786.The geoid height was determined by GEOID03.
 HX0786
 HX0786.The dynamic height is computed by dividing the NAVD 88
 HX0786.geopotential number by the normal gravity value computed on the
 HX0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0786.degrees latitude (g = 980.6199 gals.).
 HX0786
 HX0786.The modeled gravity was interpolated from observed gravity values.
 HX0786
 HX0786;                    North         East    Units  Estimated Accuracy
 HX0786;SPC WV S     -   145,670.      666,850.      MT  (+/- 180 meters Scaled)
 HX0786
 HX0786                          SUPERSEDED SURVEY CONTROL
 HX0786
 HX0786  NGVD 29 (??/??/92) 1224.389  (m)         4017.02   (f) ADJ UNCH    2 0
 HX0786
 HX0786.Superseded values are not recommended for survey control.
 HX0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0786.See file dsdata.txt to determine how the superseded data were derived.
 HX0786
 HX0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC668404(NAD 83)
 HX0786_MARKER: DB = BENCH MARK DISK
 HX0786_SETTING: 80 = SET IN A BOULDER
 HX0786_SP_SET: BOULDER
 HX0786_STAMPING: L 252 1962
 HX0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0786+STABILITY: SURFACE MOTION
 HX0786
 HX0786  HISTORY     - Date     Condition        Report By
 HX0786  HISTORY     - 1962     MONUMENTED       CGS
 HX0786
 HX0786                          STATION DESCRIPTION
 HX0786
 HX0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0786'8.2 MI NW FROM WOODROW.
 HX0786'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0786'GRADE SCHOOL, THENCE 6.9 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0786'ROAD 76, ON TOP OF A LARGE BOULDER THAT IS 25-BY 10-FOOT WIDE AND
 HX0786'4-FOOT HIGH ON THE WEST SIDE, 1 FOOT EAST OF THE WEST END OF THE
 HX0786'ROCK, 44 FEET EAST OF THE CENTER LINE OF THE ROAD, 104 FEET NORTH
 HX0786'OF THE EAST END OF A PIPE CULVERT, AND ABOUT 15 FEET ABOVE THE
 HX0786'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0642 ***********************************************************************
 HX0642  DESIGNATION -  L 253
 HX0642  PID         -  HX0642
 HX0642  STATE/COUNTY-  WV/RANDOLPH
 HX0642  USGS QUAD   -  MINGO (1995)
 HX0642
 HX0642                         *CURRENT SURVEY CONTROL
 HX0642  ___________________________________________________________________
 HX0642* NAD 83(1986)-  38 27 35.     (N)    080 01 42.     (W)     SCALED    
 HX0642* NAVD 88     -      1055.938  (meters)    3464.36   (feet)  ADJUSTED  
 HX0642  ___________________________________________________________________
 HX0642  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HX0642  DYNAMIC HT  -        1055.072 (meters)    3461.52  (feet)  COMP
 HX0642  MODELED GRAV-     979,770.5   (mgal)                       NAVD 88
 HX0642
 HX0642  VERT ORDER  -  FIRST     CLASS II
 HX0642
 HX0642.The horizontal coordinates were scaled from a topographic map and have
 HX0642.an estimated accuracy of +/- 6 seconds.
 HX0642
 HX0642.The orthometric height was determined by differential leveling
 HX0642.and adjusted by the National Geodetic Survey in June 1991..
 HX0642
 HX0642.The geoid height was determined by GEOID03.
 HX0642
 HX0642.The dynamic height is computed by dividing the NAVD 88
 HX0642.geopotential number by the normal gravity value computed on the
 HX0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0642.degrees latitude (g = 980.6199 gals.).
 HX0642
 HX0642.The modeled gravity was interpolated from observed gravity values.
 HX0642
 HX0642;                    North         East    Units  Estimated Accuracy
 HX0642;SPC WV S     -   162,460.      684,800.      MT  (+/- 180 meters Scaled)
 HX0642
 HX0642                          SUPERSEDED SURVEY CONTROL
 HX0642
 HX0642  NGVD 29 (??/??/92) 1056.004  (m)         3464.57   (f) ADJ UNCH    1 2
 HX0642
 HX0642.Superseded values are not recommended for survey control.
 HX0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0642.See file dsdata.txt to determine how the superseded data were derived.
 HX0642
 HX0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC847572(NAD 83)
 HX0642_MARKER: DB = BENCH MARK DISK
 HX0642_SETTING: 66 = SET IN ROCK OUTCROP
 HX0642_SP_SET: ROCK LEDGE
 HX0642_STAMPING: L 253 1962
 HX0642_MARK LOGO: CGS   
 HX0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0642+STABILITY: POSITION/ELEVATION WELL
 HX0642
 HX0642  HISTORY     - Date     Condition        Report By
 HX0642  HISTORY     - 1962     MONUMENTED       CGS
 HX0642  HISTORY     - 1983     GOOD             NGS
 HX0642
 HX0642                          STATION DESCRIPTION
 HX0642
 HX0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0642'0.4 MI NW FROM MACE.
 HX0642'0.4 MILE NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE AT
 HX0642'MACE, SET VERTICALLY IN THE EAST FACE OF A ROCK LEDGE THAT IS
 HX0642'ABOUT 50 YARDS LONG AND 5-FOOT HIGH AT A POINT WHERE THE MARK
 HX0642'IS SET, 44 FEET NORTH OF THE SOUTH END OF THE CUT, 275 FEET
 HX0642'NORTH OF THE RANDOLPH AND POCAHONTAS COUNTY LINE, 18 1/2 FEET
 HX0642'WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET ABOVE
 HX0642'THE LEVEL OF THE HIGHWAY.
 HX0642
 HX0642                          STATION RECOVERY (1983)
 HX0642
 HX0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1959 ***********************************************************************
 HW1959  DESIGNATION -  L 254
 HW1959  PID         -  HW1959
 HW1959  STATE/COUNTY-  WV/RANDOLPH
 HW1959  USGS QUAD   -  MILL CREEK (1995)
 HW1959
 HW1959                         *CURRENT SURVEY CONTROL
 HW1959  ___________________________________________________________________
 HW1959* NAD 83(1986)-  38 42 42.     (N)    079 58 53.     (W)     SCALED    
 HW1959* NAVD 88     -       625.646  (meters)    2052.64   (feet)  ADJUSTED  
 HW1959  ___________________________________________________________________
 HW1959  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HW1959  DYNAMIC HT  -         625.184 (meters)    2051.12  (feet)  COMP
 HW1959  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 HW1959
 HW1959  VERT ORDER  -  FIRST     CLASS II
 HW1959
 HW1959.The horizontal coordinates were scaled from a topographic map and have
 HW1959.an estimated accuracy of +/- 6 seconds.
 HW1959
 HW1959.The orthometric height was determined by differential leveling
 HW1959.and adjusted by the National Geodetic Survey in June 1991..
 HW1959
 HW1959.The geoid height was determined by GEOID03.
 HW1959
 HW1959.The dynamic height is computed by dividing the NAVD 88
 HW1959.geopotential number by the normal gravity value computed on the
 HW1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1959.degrees latitude (g = 980.6199 gals.).
 HW1959
 HW1959.The modeled gravity was interpolated from observed gravity values.
 HW1959
 HW1959;                    North         East    Units  Estimated Accuracy
 HW1959;SPC WV S     -   190,470.      688,590.      MT  (+/- 180 meters Scaled)
 HW1959
 HW1959                          SUPERSEDED SURVEY CONTROL
 HW1959
 HW1959  NGVD 29 (??/??/92)  625.797  (m)         2053.14   (f) ADJ UNCH    1 2
 HW1959
 HW1959.Superseded values are not recommended for survey control.
 HW1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1959.See file dsdata.txt to determine how the superseded data were derived.
 HW1959
 HW1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC885852(NAD 83)
 HW1959_MARKER: DB = BENCH MARK DISK
 HW1959_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW1959_STAMPING: L 254 1962
 HW1959_MARK LOGO: CGS   
 HW1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1959+STABILITY: SURFACE MOTION
 HW1959
 HW1959  HISTORY     - Date     Condition        Report By
 HW1959  HISTORY     - 1962     MONUMENTED       CGS
 HW1959  HISTORY     - 1983     GOOD             NGS
 HW1959
 HW1959                          STATION DESCRIPTION
 HW1959
 HW1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1959'0.2 MI SW FROM HUTTONSVILLE.
 HW1959'ABOUT 0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE JUNCTION
 HW1959'OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, 155 FEET NORTHWEST
 HW1959'AND ACROSS HIGHWAY FROM A TWO STORY WHITE FRAME HOUSE, 21 FEET
 HW1959'NORTHWEST OF CENTER LINE OF HIGHWAY, ABOUT 2 FEET BELOW LEVEL OF
 HW1959'HIGHWAY, AND SET ON TOP OF SOUTHWEST END OF NORTHWEST HEAD WALL
 HW1959'OF A 8 FOOT CONCRETE BOX CULVERT.
 HW1959
 HW1959                          STATION RECOVERY (1983)
 HW1959
 HW1959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0685 ***********************************************************************
 HX0685  DESIGNATION -  L 255
 HX0685  PID         -  HX0685
 HX0685  STATE/COUNTY-  WV/POCAHONTAS
 HX0685  USGS QUAD   -  SHARP KNOB (1995)
 HX0685
 HX0685                         *CURRENT SURVEY CONTROL
 HX0685  ___________________________________________________________________
 HX0685* NAD 83(1986)-  38 25 32.     (N)    080 11 56.     (W)     SCALED    
 HX0685* NAVD 88     -      1144.286  (meters)    3754.21   (feet)  ADJUSTED  
 HX0685  ___________________________________________________________________
 HX0685  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0685  DYNAMIC HT  -        1143.374 (meters)    3751.22  (feet)  COMP
 HX0685  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 HX0685
 HX0685  VERT ORDER  -  SECOND    CLASS 0
 HX0685
 HX0685.The horizontal coordinates were scaled from a topographic map and have
 HX0685.an estimated accuracy of +/- 6 seconds.
 HX0685
 HX0685.The orthometric height was determined by differential leveling
 HX0685.and adjusted by the National Geodetic Survey in June 1991..
 HX0685
 HX0685.The geoid height was determined by GEOID03.
 HX0685
 HX0685.The dynamic height is computed by dividing the NAVD 88
 HX0685.geopotential number by the normal gravity value computed on the
 HX0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0685.degrees latitude (g = 980.6199 gals.).
 HX0685
 HX0685.The modeled gravity was interpolated from observed gravity values.
 HX0685
 HX0685;                    North         East    Units  Estimated Accuracy
 HX0685;SPC WV S     -   158,520.      669,950.      MT  (+/- 180 meters Scaled)
 HX0685
 HX0685                          SUPERSEDED SURVEY CONTROL
 HX0685
 HX0685  NGVD 29 (??/??/92) 1144.402  (m)         3754.59   (f) ADJ UNCH    2 0
 HX0685
 HX0685.Superseded values are not recommended for survey control.
 HX0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0685.See file dsdata.txt to determine how the superseded data were derived.
 HX0685
 HX0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC699533(NAD 83)
 HX0685_MARKER: DB = BENCH MARK DISK
 HX0685_SETTING: 66 = SET IN ROCK OUTCROP
 HX0685_SP_SET: EMBEDDED ROCK
 HX0685_STAMPING: L 255 1962
 HX0685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0685+STABILITY: POSITION/ELEVATION WELL
 HX0685
 HX0685  HISTORY     - Date     Condition        Report By
 HX0685  HISTORY     - 1962     MONUMENTED       CGS
 HX0685
 HX0685                          STATION DESCRIPTION
 HX0685
 HX0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0685'19.5 MI SE FROM BOLAIR.
 HX0685'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0685'BOLAIR, THENCE 19.3 MILES SOUTHEAST ALONG GAULEY RIVER ROAD, SET
 HX0685'ON TOP OF A FLAT ROCK THAT THE EXPOSED PORTION IS ABOUT 2 1/2-FOOT
 HX0685'LONG BY 1 1/2-FOOT WIDE AND IS IN A WIDE ABANDONED STRIP MINE
 HX0685'AREA, 31 FEET NORTH OF A TELEPHONE POLE 482, 24 FEET SOUTHEAST
 HX0685'OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 1/2 FEET ABOVE THE
 HX0685'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0594 ***********************************************************************
 HX0594  DESIGNATION -  L 256
 HX0594  PID         -  HX0594
 HX0594  STATE/COUNTY-  WV/POCAHONTAS
 HX0594  USGS QUAD   -  MINGO (1995)
 HX0594
 HX0594                         *CURRENT SURVEY CONTROL
 HX0594  ___________________________________________________________________
 HX0594* NAD 83(1986)-  38 27 46.     (N)    080 07 18.     (W)     SCALED    
 HX0594* NAVD 88     -       771.420  (meters)    2530.90   (feet)  ADJUSTED  
 HX0594  ___________________________________________________________________
 HX0594  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HX0594  DYNAMIC HT  -         770.807 (meters)    2528.89  (feet)  COMP
 HX0594  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 HX0594
 HX0594  VERT ORDER  -  SECOND    CLASS 0
 HX0594
 HX0594.The horizontal coordinates were scaled from a topographic map and have
 HX0594.an estimated accuracy of +/- 6 seconds.
 HX0594
 HX0594.The orthometric height was determined by differential leveling
 HX0594.and adjusted by the National Geodetic Survey in June 1991..
 HX0594
 HX0594.The geoid height was determined by GEOID03.
 HX0594
 HX0594.The dynamic height is computed by dividing the NAVD 88
 HX0594.geopotential number by the normal gravity value computed on the
 HX0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0594.degrees latitude (g = 980.6199 gals.).
 HX0594
 HX0594.The modeled gravity was interpolated from observed gravity values.
 HX0594
 HX0594;                    North         East    Units  Estimated Accuracy
 HX0594;SPC WV S     -   162,720.      676,650.      MT  (+/- 180 meters Scaled)
 HX0594
 HX0594                          SUPERSEDED SURVEY CONTROL
 HX0594
 HX0594  NGVD 29 (??/??/92)  771.523  (m)         2531.24   (f) ADJ UNCH    2 0
 HX0594
 HX0594.Superseded values are not recommended for survey control.
 HX0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0594.See file dsdata.txt to determine how the superseded data were derived.
 HX0594
 HX0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC766575(NAD 83)
 HX0594_MARKER: DB = BENCH MARK DISK
 HX0594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0594_SP_SET: ABUTMENT
 HX0594_STAMPING: L 256 1962
 HX0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0594
 HX0594  HISTORY     - Date     Condition        Report By
 HX0594  HISTORY     - 1962     MONUMENTED       CGS
 HX0594
 HX0594                          STATION DESCRIPTION
 HX0594
 HX0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0594'3.9 MI N FROM SLATY FORK.
 HX0594'3.9 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE POST
 HX0594'OFFICE AT SLATY FORK, AT MILEPOST 57-4, ON TOP OF THE SOUTHWEST
 HX0594'END OF THE SOUTHEAST ABUTMENT TO A RAILROAD BRIDGE 571 OVER THE
 HX0594'ELK RIVER, 5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.6 FEET
 HX0594'NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT, AND ABOUT 1/2
 HX0594'FOOT BELOW THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0036 ***********************************************************************
 HX0036  DESIGNATION -  L 257
 HX0036  PID         -  HX0036
 HX0036  STATE/COUNTY-  WV/RANDOLPH
 HX0036  USGS QUAD   -  SAMP (1995)
 HX0036
 HX0036                         *CURRENT SURVEY CONTROL
 HX0036  ___________________________________________________________________
 HX0036* NAD 83(1986)-  38 33 46.     (N)    080 08 31.     (W)     SCALED    
 HX0036* NAVD 88     -      1150.925  (meters)    3775.99   (feet)  ADJUSTED  
 HX0036  ___________________________________________________________________
 HX0036  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HX0036  DYNAMIC HT  -        1149.958 (meters)    3772.82  (feet)  COMP
 HX0036  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 HX0036
 HX0036  VERT ORDER  -  SECOND    CLASS 0
 HX0036
 HX0036.The horizontal coordinates were scaled from a topographic map and have
 HX0036.an estimated accuracy of +/- 6 seconds.
 HX0036
 HX0036.The orthometric height was determined by differential leveling
 HX0036.and adjusted by the National Geodetic Survey in June 1991..
 HX0036
 HX0036.The geoid height was determined by GEOID03.
 HX0036
 HX0036.The dynamic height is computed by dividing the NAVD 88
 HX0036.geopotential number by the normal gravity value computed on the
 HX0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0036.degrees latitude (g = 980.6199 gals.).
 HX0036
 HX0036.The modeled gravity was interpolated from observed gravity values.
 HX0036
 HX0036;                    North         East    Units  Estimated Accuracy
 HX0036;SPC WV S     -   173,800.      674,780.      MT  (+/- 180 meters Scaled)
 HX0036
 HX0036                          SUPERSEDED SURVEY CONTROL
 HX0036
 HX0036  NGVD 29 (??/??/92) 1150.996  (m)         3776.23   (f) ADJ UNCH    2 0
 HX0036
 HX0036.Superseded values are not recommended for survey control.
 HX0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0036.See file dsdata.txt to determine how the superseded data were derived.
 HX0036
 HX0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC747686(NAD 83)
 HX0036_MARKER: DB = BENCH MARK DISK
 HX0036_SETTING: 80 = SET IN A BOULDER
 HX0036_SP_SET: BOULDER
 HX0036_STAMPING: L 257 1962
 HX0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0036+STABILITY: SURFACE MOTION
 HX0036
 HX0036  HISTORY     - Date     Condition        Report By
 HX0036  HISTORY     - 1962     MONUMENTED       CGS
 HX0036
 HX0036                          STATION DESCRIPTION
 HX0036
 HX0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0036'2.7 MI W FROM MONTERVILLE.
 HX0036'ABOUT 2.7 MILES WEST ALONG STATE HIGHWAY 15 FROM THE ELEMENTARY
 HX0036'SCHOOL AT MONTERVILLE, AT A GRAVEL ROAD INTERSECTION, 146 WEST
 HX0036'OF CENTER OF INTERSECTION, 85 FEET NORTHWEST OF CENTER LINE OF
 HX0036'HIGHWAY, ABOUT 25 FEET ABOVE LEVEL OF HIGHWAY, 15 FEET SOUTH OF
 HX0036'SOUTH CORNER OF A ONE STORY FRAME HOUSE, AND SET ON TOP OF EAST
 HX0036'CORNER OF A 8 FOOT WIDE-BY-4 FOOT HIGH BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0588 ***********************************************************************
 HX0588  DESIGNATION -  L 258
 HX0588  PID         -  HX0588
 HX0588  STATE/COUNTY-  WV/WEBSTER
 HX0588  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0588
 HX0588                         *CURRENT SURVEY CONTROL
 HX0588  ___________________________________________________________________
 HX0588* NAD 83(1986)-  38 29 12.     (N)    080 25 03.     (W)     SCALED    
 HX0588* NAVD 88     -       569.990  (meters)    1870.04   (feet)  ADJUSTED  
 HX0588  ___________________________________________________________________
 HX0588  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HX0588  DYNAMIC HT  -         569.566 (meters)    1868.65  (feet)  COMP
 HX0588  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 HX0588
 HX0588  VERT ORDER  -  SECOND    CLASS 0
 HX0588
 HX0588.The horizontal coordinates were scaled from a topographic map and have
 HX0588.an estimated accuracy of +/- 6 seconds.
 HX0588
 HX0588.The orthometric height was determined by differential leveling
 HX0588.and adjusted by the National Geodetic Survey in June 1991..
 HX0588
 HX0588.The geoid height was determined by GEOID03.
 HX0588
 HX0588.The dynamic height is computed by dividing the NAVD 88
 HX0588.geopotential number by the normal gravity value computed on the
 HX0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0588.degrees latitude (g = 980.6199 gals.).
 HX0588
 HX0588.The modeled gravity was interpolated from observed gravity values.
 HX0588
 HX0588;                    North         East    Units  Estimated Accuracy
 HX0588;SPC WV S     -   165,160.      650,820.      MT  (+/- 180 meters Scaled)
 HX0588
 HX0588                          SUPERSEDED SURVEY CONTROL
 HX0588
 HX0588  NGVD 29 (??/??/92)  570.158  (m)         1870.59   (f) ADJ UNCH    2 0
 HX0588
 HX0588.Superseded values are not recommended for survey control.
 HX0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0588.See file dsdata.txt to determine how the superseded data were derived.
 HX0588
 HX0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC508599(NAD 83)
 HX0588_MARKER: DB = BENCH MARK DISK
 HX0588_SETTING: 66 = SET IN ROCK OUTCROP
 HX0588_SP_SET: ROCK CUT
 HX0588_STAMPING: L 25 1962
 HX0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0588+STABILITY: POSITION/ELEVATION WELL
 HX0588
 HX0588  HISTORY     - Date     Condition        Report By
 HX0588  HISTORY     - 1962     MONUMENTED       CGS
 HX0588
 HX0588                          STATION DESCRIPTION
 HX0588
 HX0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0588'1.2 MI N FROM WEBSTER SPRINGS.
 HX0588'1.2 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 HX0588'STATE HIGHWAYS 20 AND 15 AT WEBSTER SPRINGS, SET VERTICALLY IN THE
 HX0588'WEST FACE OF A LARGE ROCK CUT, 24 FEET EAST OF THE CENTER LINE
 HX0588'OF THE HIGHWAY, 350 FEET NORTH OF THE SOUTH END OF THE CUT, AND
 HX0588'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0193 ***********************************************************************
 HX0193  DESIGNATION -  L 259
 HX0193  PID         -  HX0193
 HX0193  STATE/COUNTY-  WV/WEBSTER
 HX0193  USGS QUAD   -  HACKER VALLEY (1967)
 HX0193
 HX0193                         *CURRENT SURVEY CONTROL
 HX0193  ___________________________________________________________________
 HX0193* NAD 83(1986)-  38 39 12.     (N)    080 22 53.     (W)     SCALED    
 HX0193* NAVD 88     -       461.555  (meters)    1514.29   (feet)  ADJUSTED  
 HX0193  ___________________________________________________________________
 HX0193  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HX0193  DYNAMIC HT  -         461.226 (meters)    1513.21  (feet)  COMP
 HX0193  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 HX0193
 HX0193  VERT ORDER  -  SECOND    CLASS 0
 HX0193
 HX0193.The horizontal coordinates were scaled from a topographic map and have
 HX0193.an estimated accuracy of +/- 6 seconds.
 HX0193
 HX0193.The orthometric height was determined by differential leveling
 HX0193.and adjusted by the National Geodetic Survey in June 1991..
 HX0193
 HX0193.The geoid height was determined by GEOID03.
 HX0193
 HX0193.The dynamic height is computed by dividing the NAVD 88
 HX0193.geopotential number by the normal gravity value computed on the
 HX0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0193.degrees latitude (g = 980.6199 gals.).
 HX0193
 HX0193.The modeled gravity was interpolated from observed gravity values.
 HX0193
 HX0193;                    North         East    Units  Estimated Accuracy
 HX0193;SPC WV S     -   183,690.      653,850.      MT  (+/- 180 meters Scaled)
 HX0193
 HX0193                          SUPERSEDED SURVEY CONTROL
 HX0193
 HX0193  NGVD 29 (??/??/92)  461.721  (m)         1514.83   (f) ADJ UNCH    2 0
 HX0193
 HX0193.Superseded values are not recommended for survey control.
 HX0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0193.See file dsdata.txt to determine how the superseded data were derived.
 HX0193
 HX0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC538784(NAD 83)
 HX0193_MARKER: DB = BENCH MARK DISK
 HX0193_SETTING: 66 = SET IN ROCK OUTCROP
 HX0193_SP_SET: ROCK CLIFF
 HX0193_STAMPING: L 259 1962
 HX0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0193+STABILITY: POSITION/ELEVATION WELL
 HX0193
 HX0193  HISTORY     - Date     Condition        Report By
 HX0193  HISTORY     - 1962     MONUMENTED       CGS
 HX0193
 HX0193                          STATION DESCRIPTION
 HX0193
 HX0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0193'0.9 MI N FROM HACKER VALLEY.
 HX0193'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0193'AT HACKER VALLEY, 0.1 MILE NORTH OF A 126-FOOT HIGHWAY BRIDGE
 HX0193'OVER THE LEFT FORK OF THE HOLLY RIVER, SET VERTICALLY IN THE
 HX0193'SOUTH FACE OF A ROCK THAT IS 5 FEET LONG AND 3 FEET HIGH AND FORMS
 HX0193'PART OF THE ROCK CLIFF, 22 FEET NORTH OF THE CENTER LINE OF
 HX0193'THE HIGHWAY, 4 1/2 FEET NORTH OF A HEADWALL OF A 18-INCH PIPE
 HX0193'CULVERT, 93 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE
 HX0193'FOR THE LEFT FORK OF THE HOLLY RIVER ROAD, 4 FEET WEST OF THE EAST
 HX0193'EDGE OF THE ROCK, 60 FEET WEST OF THE CENTER OF THE JUNCTION
 HX0193'OF THE HIGHWAY AND THE HOLLY RIVER ROAD, AND ABOUT 3 FEET ABOVE
 HX0193'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1026 ***********************************************************************
 JX1026  DESIGNATION -  L 26
 JX1026  PID         -  JX1026
 JX1026  STATE/COUNTY-  WV/PLEASANTS
 JX1026  USGS QUAD   -  ELLENBORO (1975)
 JX1026
 JX1026                         *CURRENT SURVEY CONTROL
 JX1026  ___________________________________________________________________
 JX1026* NAD 83(1986)-  39 19 51.     (N)    081 06 16.     (W)     SCALED    
 JX1026* NAVD 88     -       327.269  (meters)    1073.71   (feet)  ADJUSTED  
 JX1026  ___________________________________________________________________
 JX1026  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JX1026  DYNAMIC HT  -         327.066 (meters)    1073.05  (feet)  COMP
 JX1026  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 JX1026
 JX1026  VERT ORDER  -  SECOND    CLASS 0
 JX1026
 JX1026.The horizontal coordinates were scaled from a topographic map and have
 JX1026.an estimated accuracy of +/- 6 seconds.
 JX1026
 JX1026.The orthometric height was determined by differential leveling
 JX1026.and adjusted by the National Geodetic Survey in June 1991..
 JX1026
 JX1026.The geoid height was determined by GEOID03.
 JX1026
 JX1026.The dynamic height is computed by dividing the NAVD 88
 JX1026.geopotential number by the normal gravity value computed on the
 JX1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1026.degrees latitude (g = 980.6199 gals.).
 JX1026
 JX1026.The modeled gravity was interpolated from observed gravity values.
 JX1026
 JX1026;                    North         East    Units  Estimated Accuracy
 JX1026;SPC WV N     -    93,470.      461,680.      MT  (+/- 180 meters Scaled)
 JX1026
 JX1026                          SUPERSEDED SURVEY CONTROL
 JX1026
 JX1026  NGVD 29 (??/??/92)  327.428  (m)         1074.24   (f) ADJ UNCH    2 0
 JX1026
 JX1026.Superseded values are not recommended for survey control.
 JX1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1026.See file dsdata.txt to determine how the superseded data were derived.
 JX1026
 JX1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD909534(NAD 83)
 JX1026_MARKER: DB = BENCH MARK DISK
 JX1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1026_STAMPING: L-26 1935
 JX1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1026+STABILITY: SURFACE MOTION
 JX1026
 JX1026  HISTORY     - Date     Condition        Report By
 JX1026  HISTORY     - 1935     MONUMENTED       CGS
 JX1026
 JX1026                          STATION DESCRIPTION
 JX1026
 JX1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX1026'5.8 MI NW FROM ELLENBORO.
 JX1026'0.5 MILE NORTHWEST OF WHERE HIGHWAY CROSSES PLEASANTS COUNTY
 JX1026'LINE, 0.12 MILE SOUTH OF TWO STORY FARM HOUSE, 30 FEET WEST
 JX1026'OF CENTER LINE OF U.S. HIGHWAY 50 N AND STATE HIGHWAY 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1027 ***********************************************************************
 JX1027  DESIGNATION -  L 26 RESET 1941
 JX1027  PID         -  JX1027
 JX1027  STATE/COUNTY-  WV/PLEASANTS
 JX1027  USGS QUAD   -  ELLENBORO (1975)
 JX1027
 JX1027                         *CURRENT SURVEY CONTROL
 JX1027  ___________________________________________________________________
 JX1027* NAD 83(1986)-  39 19 46.     (N)    081 06 10.     (W)     SCALED    
 JX1027* NAVD 88     -       330.072  (meters)    1082.91   (feet)  ADJUSTED  
 JX1027  ___________________________________________________________________
 JX1027  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JX1027  DYNAMIC HT  -         329.867 (meters)    1082.24  (feet)  COMP
 JX1027  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 JX1027
 JX1027  VERT ORDER  -  SECOND    CLASS 0
 JX1027
 JX1027.The horizontal coordinates were scaled from a topographic map and have
 JX1027.an estimated accuracy of +/- 6 seconds.
 JX1027
 JX1027.The orthometric height was determined by differential leveling
 JX1027.and adjusted by the National Geodetic Survey in June 1991..
 JX1027
 JX1027.The geoid height was determined by GEOID03.
 JX1027
 JX1027.The dynamic height is computed by dividing the NAVD 88
 JX1027.geopotential number by the normal gravity value computed on the
 JX1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1027.degrees latitude (g = 980.6199 gals.).
 JX1027
 JX1027.The modeled gravity was interpolated from observed gravity values.
 JX1027
 JX1027;                    North         East    Units  Estimated Accuracy
 JX1027;SPC WV N     -    93,320.      461,820.      MT  (+/- 180 meters Scaled)
 JX1027
 JX1027                          SUPERSEDED SURVEY CONTROL
 JX1027
 JX1027  NGVD 29 (??/??/92)  330.235  (m)         1083.45   (f) ADJ UNCH    2 0
 JX1027
 JX1027.Superseded values are not recommended for survey control.
 JX1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1027.See file dsdata.txt to determine how the superseded data were derived.
 JX1027
 JX1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD911533(NAD 83)
 JX1027_MARKER: DB = BENCH MARK DISK
 JX1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1027_SP_SET: CULVERT
 JX1027_STAMPING: L 26 RESET 1941
 JX1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1027
 JX1027  HISTORY     - Date     Condition        Report By
 JX1027  HISTORY     - 1941     MONUMENTED       CGS
 JX1027  HISTORY     - 1957     GOOD             NGS
 JX1027
 JX1027                          STATION DESCRIPTION
 JX1027
 JX1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX1027'1.8 MI NW FROM FINCH.
 JX1027'ABOUT 1.8 MILES NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 50 FROM
 JX1027'MT. OLIVET CHURCH AND CEMETERY AT FINCH, ABOUT 0.4 MILE
 JX1027'NORTHWEST OF THE RITCHIE-PLEASANTS COUNTY LINE, IN THE TOP
 JX1027'OF THE NORTHWEST HEADWALL OF A 24-INCH PIPE CULVERT UNDER A
 JX1027'DRIVE SOUTHWEST TO A BARN, 18 1/2 FEET SOUTHWEST OF CENTER
 JX1027'LINE OF HIGHWAY, 78 FEET NORTH OF NORTHEAST CORNER OF BARN, 27
 JX1027'FEET NORTH-NORTHWEST OF CENTER OF A BOARD GATE, 18 1/2 FEET
 JX1027'SOUTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND DRIVE AND 1 FOOT
 JX1027'BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0330 ***********************************************************************
 HX0330  DESIGNATION -  L 260
 HX0330  PID         -  HX0330
 HX0330  STATE/COUNTY-  WV/RANDOLPH
 HX0330  USGS QUAD   -  VALLEY HEAD (1995)
 HX0330
 HX0330                         *CURRENT SURVEY CONTROL
 HX0330  ___________________________________________________________________
 HX0330* NAD 83(1986)-  38 36 40.     (N)    080 06 54.     (W)     SCALED    
 HX0330* NAVD 88     -      1137.944  (meters)    3733.40   (feet)  ADJUSTED  
 HX0330  ___________________________________________________________________
 HX0330  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HX0330  DYNAMIC HT  -        1137.010 (meters)    3730.34  (feet)  COMP
 HX0330  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 HX0330
 HX0330  VERT ORDER  -  SECOND    CLASS 0
 HX0330
 HX0330.The horizontal coordinates were scaled from a topographic map and have
 HX0330.an estimated accuracy of +/- 6 seconds.
 HX0330
 HX0330.The orthometric height was determined by differential leveling
 HX0330.and adjusted by the National Geodetic Survey in June 1991..
 HX0330
 HX0330.The geoid height was determined by GEOID03.
 HX0330
 HX0330.The dynamic height is computed by dividing the NAVD 88
 HX0330.geopotential number by the normal gravity value computed on the
 HX0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0330.degrees latitude (g = 980.6199 gals.).
 HX0330
 HX0330.The modeled gravity was interpolated from observed gravity values.
 HX0330
 HX0330;                    North         East    Units  Estimated Accuracy
 HX0330;SPC WV S     -   179,190.      677,080.      MT  (+/- 180 meters Scaled)
 HX0330
 HX0330                          SUPERSEDED SURVEY CONTROL
 HX0330
 HX0330  NGVD 29 (??/??/92) 1138.041  (m)         3733.72   (f) ADJ UNCH    2 0
 HX0330
 HX0330.Superseded values are not recommended for survey control.
 HX0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0330.See file dsdata.txt to determine how the superseded data were derived.
 HX0330
 HX0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC770739(NAD 83)
 HX0330_MARKER: DB = BENCH MARK DISK
 HX0330_SETTING: 80 = SET IN A BOULDER
 HX0330_SP_SET: BOULDER
 HX0330_STAMPING: L 260 1962
 HX0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0330+STABILITY: SURFACE MOTION
 HX0330
 HX0330  HISTORY     - Date     Condition        Report By
 HX0330  HISTORY     - 1962     MONUMENTED       CGS
 HX0330
 HX0330                          STATION DESCRIPTION
 HX0330
 HX0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0330'4.2 MI N FROM MONTERVILLE.
 HX0330'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 HX0330'OFFICE AT MONTERVILLE, THENCE ABOUT 4.2 MILES NORTH ALONG COUNTY
 HX0330'ROAD 45, 0.05 MILE SOUTHWEST OF THE ENTRANCE TO KUMBRABOW STATE
 HX0330'FOREST, SET ON TOP OF A ROCK THAT IS 3-BY 6-FOOT LONG, 54 FEET
 HX0330'NORTHWEST OF THE CENTER LINE OF THE ROAD.  0.8 FOOT SOUTHWEST
 HX0330'OF THE NORTHEAST EDGE OF THE ROCK, 2 FEET ABOVE THE GROUND LEVEL,
 HX0330'AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0267 ***********************************************************************
 HX0267  DESIGNATION -  L 261
 HX0267  PID         -  HX0267
 HX0267  STATE/COUNTY-  WV/WEBSTER
 HX0267  USGS QUAD   -  DIANA (1982)
 HX0267
 HX0267                         *CURRENT SURVEY CONTROL
 HX0267  ___________________________________________________________________
 HX0267* NAD 83(1986)-  38 33 45.     (N)    080 23 16.     (W)     SCALED    
 HX0267* NAVD 88     -       507.299  (meters)    1664.36   (feet)  ADJUSTED  
 HX0267  ___________________________________________________________________
 HX0267  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HX0267  DYNAMIC HT  -         506.913 (meters)    1663.10  (feet)  COMP
 HX0267  MODELED GRAV-     979,852.6   (mgal)                       NAVD 88
 HX0267
 HX0267  VERT ORDER  -  SECOND    CLASS 0
 HX0267
 HX0267.The horizontal coordinates were scaled from a topographic map and have
 HX0267.an estimated accuracy of +/- 6 seconds.
 HX0267
 HX0267.The orthometric height was determined by differential leveling
 HX0267.and adjusted by the National Geodetic Survey in June 1991..
 HX0267
 HX0267.The geoid height was determined by GEOID03.
 HX0267
 HX0267.The dynamic height is computed by dividing the NAVD 88
 HX0267.geopotential number by the normal gravity value computed on the
 HX0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0267.degrees latitude (g = 980.6199 gals.).
 HX0267
 HX0267.The modeled gravity was interpolated from observed gravity values.
 HX0267
 HX0267;                    North         East    Units  Estimated Accuracy
 HX0267;SPC WV S     -   173,600.      653,360.      MT  (+/- 180 meters Scaled)
 HX0267
 HX0267                          SUPERSEDED SURVEY CONTROL
 HX0267
 HX0267  NGVD 29 (??/??/92)  507.437  (m)         1664.82   (f) ADJ UNCH    2 0
 HX0267
 HX0267.Superseded values are not recommended for survey control.
 HX0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0267.See file dsdata.txt to determine how the superseded data were derived.
 HX0267
 HX0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC533684(NAD 83)
 HX0267_MARKER: DB = BENCH MARK DISK
 HX0267_SETTING: 80 = SET IN A BOULDER
 HX0267_SP_SET: BOULDER
 HX0267_STAMPING: L 261 1962
 HX0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0267+STABILITY: SURFACE MOTION
 HX0267
 HX0267  HISTORY     - Date     Condition        Report By
 HX0267  HISTORY     - 1962     MONUMENTED       CGS
 HX0267
 HX0267                          STATION DESCRIPTION
 HX0267
 HX0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0267'4.1 MI E FROM DIANA.
 HX0267'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0267'AT DIANA, THENCE ABOUT 1.9 MILES EAST ALONG A GRAVEL ROAD THAT
 HX0267'LEADS EAST AND THEN NORTHEAST TO PICKENS, SET ON TOP OF THE CENTER
 HX0267'ONE OF THREE BOULDERS, 29 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 HX0267'ROAD, 15 FEET EAST OF AN 18-INCH LOCUST TREE, 0.7 FOOT OF THE EAST
 HX0267'END OF THE ROCK, 137 FEET WEST AND ACROSS THE ROAD FROM THE
 HX0267'SOUTHWEST CORNER OF A CONCRETE BLOCK BARN, AND ABOUT 3 FEET ABOVE
 HX0267'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1646 ***********************************************************************
 HX1646  DESIGNATION -  L 262
 HX1646  PID         -  HX1646
 HX1646  STATE/COUNTY-  WV/BRAXTON
 HX1646  USGS QUAD   -  NEWVILLE (1976)
 HX1646
 HX1646                         *CURRENT SURVEY CONTROL
 HX1646  ___________________________________________________________________
 HX1646* NAD 83(1986)-  38 40 20.     (N)    080 35 49.     (W)     SCALED    
 HX1646* NAVD 88     -       343.897  (meters)    1128.27   (feet)  ADJUSTED  
 HX1646  ___________________________________________________________________
 HX1646  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HX1646  DYNAMIC HT  -         343.658 (meters)    1127.48  (feet)  COMP
 HX1646  MODELED GRAV-     979,923.9   (mgal)                       NAVD 88
 HX1646
 HX1646  VERT ORDER  -  SECOND    CLASS 0
 HX1646
 HX1646.The horizontal coordinates were scaled from a topographic map and have
 HX1646.an estimated accuracy of +/- 6 seconds.
 HX1646
 HX1646.The orthometric height was determined by differential leveling
 HX1646.and adjusted by the National Geodetic Survey in June 1991..
 HX1646
 HX1646.The geoid height was determined by GEOID03.
 HX1646
 HX1646.The dynamic height is computed by dividing the NAVD 88
 HX1646.geopotential number by the normal gravity value computed on the
 HX1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1646.degrees latitude (g = 980.6199 gals.).
 HX1646
 HX1646.The modeled gravity was interpolated from observed gravity values.
 HX1646
 HX1646;                    North         East    Units  Estimated Accuracy
 HX1646;SPC WV S     -   185,680.      635,070.      MT  (+/- 180 meters Scaled)
 HX1646
 HX1646                          SUPERSEDED SURVEY CONTROL
 HX1646
 HX1646  NGVD 29 (??/??/92)  344.073  (m)         1128.85   (f) ADJ UNCH    2 0
 HX1646
 HX1646.Superseded values are not recommended for survey control.
 HX1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1646.See file dsdata.txt to determine how the superseded data were derived.
 HX1646
 HX1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC350804(NAD 83)
 HX1646_MARKER: DB = BENCH MARK DISK
 HX1646_SETTING: 66 = SET IN ROCK OUTCROP
 HX1646_SP_SET: PROJECTING ROCK
 HX1646_STAMPING: L 262 1962
 HX1646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1646+STABILITY: POSITION/ELEVATION WELL
 HX1646
 HX1646  HISTORY     - Date     Condition        Report By
 HX1646  HISTORY     - 1962     MONUMENTED       CGS
 HX1646
 HX1646                          STATION DESCRIPTION
 HX1646
 HX1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1646'0.7 MI SW FROM NEWVILLE.
 HX1646'ABOUT 0.7 MILE SOUTHWEST ALONG COUNTY ROAD 22 FROM THE POST
 HX1646'OFFICE AT NEWVILLE, ON THE INSIDE OF A CURVE WITH TANGENTS
 HX1646'EXTENDING TO THE NORTHWEST AND SOUTHWEST, SET ON TOP OF A ROCK
 HX1646'THAT IS 4-FOOT LONG AND PROJECTS OUT OF THE BANK, 203 FEET WEST
 HX1646'OF THE CENTER LINE OF THE ROAD, 76 1/2 FEET NORTH OF A TELEPHONE
 HX1646'POLE, 2 FEET WEST OF THE EAST EDGE OF THE ROCK, AND ABOUT 1 FOOT
 HX1646'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0262 ***********************************************************************
 HX0262  DESIGNATION -  L 263
 HX0262  PID         -  HX0262
 HX0262  STATE/COUNTY-  WV/WEBSTER
 HX0262  USGS QUAD   -  DIANA (1982)
 HX0262
 HX0262                         *CURRENT SURVEY CONTROL
 HX0262  ___________________________________________________________________
 HX0262* NAD 83(1986)-  38 31 25.     (N)    080 29 12.     (W)     SCALED    
 HX0262* NAVD 88     -       394.062  (meters)    1292.85   (feet)  ADJUSTED  
 HX0262  ___________________________________________________________________
 HX0262  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 HX0262  DYNAMIC HT  -         393.766 (meters)    1291.88  (feet)  COMP
 HX0262  MODELED GRAV-     979,865.9   (mgal)                       NAVD 88
 HX0262
 HX0262  VERT ORDER  -  SECOND    CLASS 0
 HX0262
 HX0262.The horizontal coordinates were scaled from a topographic map and have
 HX0262.an estimated accuracy of +/- 6 seconds.
 HX0262
 HX0262.The orthometric height was determined by differential leveling
 HX0262.and adjusted by the National Geodetic Survey in June 1991..
 HX0262
 HX0262.The geoid height was determined by GEOID03.
 HX0262
 HX0262.The dynamic height is computed by dividing the NAVD 88
 HX0262.geopotential number by the normal gravity value computed on the
 HX0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0262.degrees latitude (g = 980.6199 gals.).
 HX0262
 HX0262.The modeled gravity was interpolated from observed gravity values.
 HX0262
 HX0262;                    North         East    Units  Estimated Accuracy
 HX0262;SPC WV S     -   169,230.      644,760.      MT  (+/- 180 meters Scaled)
 HX0262
 HX0262                          SUPERSEDED SURVEY CONTROL
 HX0262
 HX0262  NGVD 29 (??/??/92)  394.213  (m)         1293.35   (f) ADJ UNCH    2 0
 HX0262
 HX0262.Superseded values are not recommended for survey control.
 HX0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0262.See file dsdata.txt to determine how the superseded data were derived.
 HX0262
 HX0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC447640(NAD 83)
 HX0262_MARKER: DB = BENCH MARK DISK
 HX0262_SETTING: 80 = SET IN A BOULDER
 HX0262_SP_SET: BOULDER
 HX0262_STAMPING: L 263 1962
 HX0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0262+STABILITY: SURFACE MOTION
 HX0262
 HX0262  HISTORY     - Date     Condition        Report By
 HX0262  HISTORY     - 1962     MONUMENTED       CGS
 HX0262
 HX0262                          STATION DESCRIPTION
 HX0262
 HX0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0262'8.5 MI NE FROM ERBACON.
 HX0262'ABOUT 1.0 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0262'FROM THE POST OFFICE AT ERBACON, THENCE 3.4 MILES EAST ALONG
 HX0262'WHITE OAK RUN ROAD, THENCE 1.8 MILES EAST ALONG A TRAIL THAT
 HX0262'FOLLOWS ALONG UPPER LAUREL FORK, THENCE 2.3 MILES EAST ALONG A
 HX0262'TRAIL, SET ON TOP OF THE SOUTHWEST END OF A ROCK THAT IS ABOUT
 HX0262'5-BY 10-FOOT LONG, 30 FEET EAST OF THE CENTER LINE OF THE TRAIL,
 HX0262'1 1/2 FEET NORTH OF THE SOUTH EDGE OF THE ROCK, AND IS ABOUT
 HX0262'LEVEL WITH THE GROUND.  NOTE-- THIS BENCH MARK IS ABOUT 0.6 MILE
 HX0262'WEST OF BENCH MARK K 263.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0999 ***********************************************************************
 HX0999  DESIGNATION -  L 264
 HX0999  PID         -  HX0999
 HX0999  STATE/COUNTY-  WV/WEBSTER
 HX0999  USGS QUAD   -  COWEN (1995)
 HX0999
 HX0999                         *CURRENT SURVEY CONTROL
 HX0999  ___________________________________________________________________
 HX0999* NAD 83(1986)-  38 28 57.     (N)    080 33 57.     (W)     SCALED    
 HX0999* NAVD 88     -       509.648  (meters)    1672.07   (feet)  ADJUSTED  
 HX0999  ___________________________________________________________________
 HX0999  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX0999  DYNAMIC HT  -         509.270 (meters)    1670.83  (feet)  COMP
 HX0999  MODELED GRAV-     979,871.8   (mgal)                       NAVD 88
 HX0999
 HX0999  VERT ORDER  -  SECOND    CLASS 0
 HX0999
 HX0999.The horizontal coordinates were scaled from a topographic map and have
 HX0999.an estimated accuracy of +/- 6 seconds.
 HX0999
 HX0999.The orthometric height was determined by differential leveling
 HX0999.and adjusted by the National Geodetic Survey in June 1991..
 HX0999
 HX0999.The geoid height was determined by GEOID03.
 HX0999
 HX0999.The dynamic height is computed by dividing the NAVD 88
 HX0999.geopotential number by the normal gravity value computed on the
 HX0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0999.degrees latitude (g = 980.6199 gals.).
 HX0999
 HX0999.The modeled gravity was interpolated from observed gravity values.
 HX0999
 HX0999;                    North         East    Units  Estimated Accuracy
 HX0999;SPC WV S     -   164,630.      637,880.      MT  (+/- 180 meters Scaled)
 HX0999
 HX0999                          SUPERSEDED SURVEY CONTROL
 HX0999
 HX0999  NGVD 29 (??/??/92)  509.807  (m)         1672.59   (f) ADJ UNCH    2 0
 HX0999
 HX0999.Superseded values are not recommended for survey control.
 HX0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0999.See file dsdata.txt to determine how the superseded data were derived.
 HX0999
 HX0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC378594(NAD 83)
 HX0999_MARKER: DB = BENCH MARK DISK
 HX0999_SETTING: 66 = SET IN ROCK OUTCROP
 HX0999_SP_SET: ROCK CUT
 HX0999_STAMPING: L 264 1962
 HX0999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0999+STABILITY: POSITION/ELEVATION WELL
 HX0999
 HX0999  HISTORY     - Date     Condition        Report By
 HX0999  HISTORY     - 1962     MONUMENTED       CGS
 HX0999
 HX0999                          STATION DESCRIPTION
 HX0999
 HX0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0999'3 MI SE FROM ERBACON.
 HX0999'ABOUT 3.0 MILES SOUTH AND SOUTHEAST ALONG THE BALTIMORE AND
 HX0999'OHIO RAILROAD FROM THE POST OFFICE AT ERBACON, 92 FEET EAST OF
 HX0999'TELEPHONE POLE 300-215, 11.5 FEET NORTHEAST OF CENTER LINE OF
 HX0999'BLACK TOP ROAD, 15 FEET NORTHWEST OF SOUTHEAST END OF CUT, ABOUT
 HX0999'LEVLE WITH ROAD, AND SET VERTICALLY IN SOUTHWEST FACE OF SMALL
 HX0999'ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2145 ***********************************************************************
 HW2145  DESIGNATION -  L 265
 HW2145  PID         -  HW2145
 HW2145  STATE/COUNTY-  WV/POCAHONTAS
 HW2145  USGS QUAD   -  SNYDER KNOB (1995)
 HW2145
 HW2145                         *CURRENT SURVEY CONTROL
 HW2145  ___________________________________________________________________
 HW2145* NAD 83(1986)-  38 30 13.     (N)    079 56 24.     (W)     SCALED    
 HW2145* NAVD 88     -      1139.088  (meters)    3737.16   (feet)  ADJUSTED  
 HW2145  ___________________________________________________________________
 HW2145  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 HW2145  DYNAMIC HT  -        1138.174 (meters)    3734.16  (feet)  COMP
 HW2145  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 HW2145
 HW2145  VERT ORDER  -  SECOND    CLASS 0
 HW2145
 HW2145.The horizontal coordinates were scaled from a topographic map and have
 HW2145.an estimated accuracy of +/- 6 seconds.
 HW2145
 HW2145.The orthometric height was determined by differential leveling
 HW2145.and adjusted by the National Geodetic Survey in June 1991..
 HW2145
 HW2145.The geoid height was determined by GEOID03.
 HW2145
 HW2145.The dynamic height is computed by dividing the NAVD 88
 HW2145.geopotential number by the normal gravity value computed on the
 HW2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2145.degrees latitude (g = 980.6199 gals.).
 HW2145
 HW2145.The modeled gravity was interpolated from observed gravity values.
 HW2145
 HW2145;                    North         East    Units  Estimated Accuracy
 HW2145;SPC WV S     -   167,410.      692,460.      MT  (+/- 180 meters Scaled)
 HW2145
 HW2145                          SUPERSEDED SURVEY CONTROL
 HW2145
 HW2145  NGVD 29 (??/??/92) 1139.175  (m)         3737.44   (f) ADJ UNCH    2 0
 HW2145
 HW2145.Superseded values are not recommended for survey control.
 HW2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2145.See file dsdata.txt to determine how the superseded data were derived.
 HW2145
 HW2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC924622(NAD 83)
 HW2145_MARKER: DB = BENCH MARK DISK
 HW2145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2145_SP_SET: BRIDGE
 HW2145_STAMPING: L 265 1962
 HW2145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2145
 HW2145  HISTORY     - Date     Condition        Report By
 HW2145  HISTORY     - 1962     MONUMENTED       CGS
 HW2145
 HW2145                          STATION DESCRIPTION
 HW2145
 HW2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2145'11.2 MI SW FROM CHEAT BRIDGE.
 HW2145'ABOUT 11.2 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY
 HW2145'FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE, 65 FEET
 HW2145'WEST OF MILEPOST C 35, ON TOP OF THE SOUTHEAST ABUTMENT OF A
 HW2145'CONCRETE BRIDGE 350 OVER SHAVERS FORK, 6 FEET EAST OF THE EAST
 HW2145'RAIL, AND ABOUT LEVEL WITH THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1864 ***********************************************************************
 HW1864  DESIGNATION -  L 266
 HW1864  PID         -  HW1864
 HW1864  STATE/COUNTY-  WV/POCAHONTAS
 HW1864  USGS QUAD   -  CASS (1995)
 HW1864
 HW1864                         *CURRENT SURVEY CONTROL
 HW1864  ___________________________________________________________________
 HW1864* NAD 83(1986)-  38 24 29.     (N)    079 55 08.     (W)     SCALED    
 HW1864* NAVD 88     -       772.427  (meters)    2534.20   (feet)  ADJUSTED  
 HW1864  ___________________________________________________________________
 HW1864  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HW1864  DYNAMIC HT  -         771.808 (meters)    2532.17  (feet)  COMP
 HW1864  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 HW1864
 HW1864  VERT ORDER  -  SECOND    CLASS 0
 HW1864
 HW1864.The horizontal coordinates were scaled from a topographic map and have
 HW1864.an estimated accuracy of +/- 6 seconds.
 HW1864
 HW1864.The orthometric height was determined by differential leveling
 HW1864.and adjusted by the National Geodetic Survey in June 1991..
 HW1864
 HW1864.The geoid height was determined by GEOID03.
 HW1864
 HW1864.The dynamic height is computed by dividing the NAVD 88
 HW1864.geopotential number by the normal gravity value computed on the
 HW1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1864.degrees latitude (g = 980.6199 gals.).
 HW1864
 HW1864.The modeled gravity was interpolated from observed gravity values.
 HW1864
 HW1864;                    North         East    Units  Estimated Accuracy
 HW1864;SPC WV S     -   156,830.      694,420.      MT  (+/- 180 meters Scaled)
 HW1864
 HW1864                          SUPERSEDED SURVEY CONTROL
 HW1864
 HW1864  NGVD 29 (??/??/92)  772.502  (m)         2534.45   (f) ADJ UNCH    2 0
 HW1864
 HW1864.Superseded values are not recommended for survey control.
 HW1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1864.See file dsdata.txt to determine how the superseded data were derived.
 HW1864
 HW1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC943516(NAD 83)
 HW1864_MARKER: DB = BENCH MARK DISK
 HW1864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1864_SP_SET: BRIDGE
 HW1864_STAMPING: L 266 1962
 HW1864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1864
 HW1864  HISTORY     - Date     Condition        Report By
 HW1864  HISTORY     - 1962     MONUMENTED       CGS
 HW1864
 HW1864                          STATION DESCRIPTION
 HW1864
 HW1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1864'0.9 MI N FROM CASS.
 HW1864'ABOUT 0.9 MILE NORTH ALONG THE CHEAT AND BALD KNOB SCENIC RAILROAD
 HW1864'FROM THE POST OFFICE AT CASS, 132 FEET NORTH OF CENTER OF
 HW1864'ROAD CROSSING, 14 FEET EAST OF CENTER LINE OF ROAD, ABOUT
 HW1864'LEVEL WITH ROAD, AND SET ON TOP OF EAST END OF SOUTH ABUTMENT
 HW1864'OF CONCRETE BRIDGE OVER LEATHER-BARK RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1617 ***********************************************************************
 HX1617  DESIGNATION -  L 267
 HX1617  PID         -  HX1617
 HX1617  STATE/COUNTY-  WV/BRAXTON
 HX1617  USGS QUAD   -  ORLANDO (1989)
 HX1617
 HX1617                         *CURRENT SURVEY CONTROL
 HX1617  ___________________________________________________________________
 HX1617* NAD 83(1986)-  38 46 33.     (N)    080 32 46.     (W)     SCALED    
 HX1617* NAVD 88     -       246.416  (meters)     808.45   (feet)  ADJUSTED  
 HX1617  ___________________________________________________________________
 HX1617  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HX1617  DYNAMIC HT  -         246.253 (meters)     807.92  (feet)  COMP
 HX1617  MODELED GRAV-     979,960.7   (mgal)                       NAVD 88
 HX1617
 HX1617  VERT ORDER  -  SECOND    CLASS 0
 HX1617
 HX1617.The horizontal coordinates were scaled from a topographic map and have
 HX1617.an estimated accuracy of +/- 6 seconds.
 HX1617
 HX1617.The orthometric height was determined by differential leveling
 HX1617.and adjusted by the National Geodetic Survey in June 1991..
 HX1617
 HX1617.The geoid height was determined by GEOID03.
 HX1617
 HX1617.The dynamic height is computed by dividing the NAVD 88
 HX1617.geopotential number by the normal gravity value computed on the
 HX1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1617.degrees latitude (g = 980.6199 gals.).
 HX1617
 HX1617.The modeled gravity was interpolated from observed gravity values.
 HX1617
 HX1617;                    North         East    Units  Estimated Accuracy
 HX1617;SPC WV S     -   197,200.      639,440.      MT  (+/- 180 meters Scaled)
 HX1617
 HX1617                          SUPERSEDED SURVEY CONTROL
 HX1617
 HX1617  NGVD 29 (??/??/92)  246.612  (m)          809.09   (f) ADJ UNCH    2 0
 HX1617
 HX1617.Superseded values are not recommended for survey control.
 HX1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1617.See file dsdata.txt to determine how the superseded data were derived.
 HX1617
 HX1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC394919(NAD 83)
 HX1617_MARKER: DB = BENCH MARK DISK
 HX1617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1617_SP_SET: ABUTMENT
 HX1617_STAMPING: L 267 1962
 HX1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1617
 HX1617  HISTORY     - Date     Condition        Report By
 HX1617  HISTORY     - 1962     MONUMENTED       CGS
 HX1617  HISTORY     - 1976     GOOD             NGS
 HX1617
 HX1617                          STATION DESCRIPTION
 HX1617
 HX1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1617'AT FALLS MILLS.
 HX1617'AT FALLS MILL, SET ON TOP OF THE NORTH END OF THE NORTHEAST
 HX1617'MASONRY STONE ABUTMENT OF A BRIDGE OVER FALLS CREEK, 110 FEET
 HX1617'EAST OF THE POST OFFICE BUILDING, 14 FEET NORTHWEST OF THE
 HX1617'CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET BELOW THE LEVEL OF
 HX1617'THE HIGHWAY.
 HX1617
 HX1617                          STATION RECOVERY (1976)
 HX1617
 HX1617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2777 ***********************************************************************
 HX2777  DESIGNATION -  L 267 RESET 1978
 HX2777  PID         -  HX2777
 HX2777  STATE/COUNTY-  WV/BRAXTON
 HX2777  USGS QUAD   -  ORLANDO (1989)
 HX2777
 HX2777                         *CURRENT SURVEY CONTROL
 HX2777  ___________________________________________________________________
 HX2777* NAD 83(1986)-  38 46 33.     (N)    080 32 46.     (W)     SCALED    
 HX2777* NAVD 88     -       252.69   (+/-2cm)     829.0    (feet)  VERTCON   
 HX2777  ___________________________________________________________________
 HX2777  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HX2777
 HX2777  VERT ORDER  -  THIRD (See Below)
 HX2777
 HX2777.The horizontal coordinates were scaled from a topographic map and have
 HX2777.an estimated accuracy of +/- 6 seconds.
 HX2777
 HX2777.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2777.The vertical order pertains to the NGVD 29 superseded value.
 HX2777
 HX2777.The geoid height was determined by GEOID03.
 HX2777
 HX2777;                    North         East    Units  Estimated Accuracy
 HX2777;SPC WV S     -   197,200.      639,440.      MT  (+/- 180 meters Scaled)
 HX2777
 HX2777                          SUPERSEDED SURVEY CONTROL
 HX2777
 HX2777  NGVD 29 (09/25/03)  252.89   (m)          829.7    (f) RESET       3  
 HX2777
 HX2777.Superseded values are not recommended for survey control.
 HX2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2777.See file dsdata.txt to determine how the superseded data were derived.
 HX2777
 HX2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC394919(NAD 83)
 HX2777_MARKER: DB = BENCH MARK DISK
 HX2777_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX2777_SP_SET: ABUTMENT
 HX2777_STAMPING: L 267 RESET 1978
 HX2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2777+STABILITY: SURFACE MOTION
 HX2777
 HX2777  HISTORY     - Date     Condition        Report By
 HX2777  HISTORY     - 1978     MONUMENTED       WVHD
 HX2777
 HX2777                          STATION DESCRIPTION
 HX2777
 HX2777'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1978
 HX2777'IN FALLS MILL.
 HX2777'IN FALLS MILL,  ALONG RELOCATED STATE ROUTE 24, 325 FEET FROM
 HX2777'INTERSECTION WITH U.S. ROUTE 19, IN EAST SIDE OF NORTH ABUTMENT OF
 HX2777'BRIDGE OVER RELOCATED FALLS RUN CHANNEL, 14 FEET FROM CENTERLINE
 HX2777'OF ROAD.
 HX2777'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0163 ***********************************************************************
 HX0163  DESIGNATION -  L 268
 HX0163  PID         -  HX0163
 HX0163  STATE/COUNTY-  WV/UPSHUR
 HX0163  USGS QUAD   -  ROCK CAVE (1966)
 HX0163
 HX0163                         *CURRENT SURVEY CONTROL
 HX0163  ___________________________________________________________________
 HX0163* NAD 83(1986)-  38 50 26.     (N)    080 20 18.     (W)     SCALED    
 HX0163* NAVD 88     -       523.705  (meters)    1718.19   (feet)  ADJUSTED  
 HX0163  ___________________________________________________________________
 HX0163  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HX0163  DYNAMIC HT  -         523.338 (meters)    1716.98  (feet)  COMP
 HX0163  MODELED GRAV-     979,911.1   (mgal)                       NAVD 88
 HX0163
 HX0163  VERT ORDER  -  SECOND    CLASS 0
 HX0163
 HX0163.The horizontal coordinates were scaled from a topographic map and have
 HX0163.an estimated accuracy of +/- 6 seconds.
 HX0163
 HX0163.The orthometric height was determined by differential leveling
 HX0163.and adjusted by the National Geodetic Survey in June 1991..
 HX0163
 HX0163.The geoid height was determined by GEOID03.
 HX0163
 HX0163.The dynamic height is computed by dividing the NAVD 88
 HX0163.geopotential number by the normal gravity value computed on the
 HX0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0163.degrees latitude (g = 980.6199 gals.).
 HX0163
 HX0163.The modeled gravity was interpolated from observed gravity values.
 HX0163
 HX0163;                    North         East    Units  Estimated Accuracy
 HX0163;SPC WV S     -   204,490.      657,450.      MT  (+/- 180 meters Scaled)
 HX0163
 HX0163                          SUPERSEDED SURVEY CONTROL
 HX0163
 HX0163  NGVD 29 (??/??/92)  523.877  (m)         1718.75   (f) ADJ UNCH    2 0
 HX0163
 HX0163.Superseded values are not recommended for survey control.
 HX0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0163.See file dsdata.txt to determine how the superseded data were derived.
 HX0163
 HX0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC574992(NAD 83)
 HX0163_MARKER: DB = BENCH MARK DISK
 HX0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0163_SP_SET: CULVERT
 HX0163_STAMPING: L 268 1962
 HX0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0163
 HX0163  HISTORY     - Date     Condition        Report By
 HX0163  HISTORY     - 1962     MONUMENTED       CGS
 HX0163
 HX0163                          STATION DESCRIPTION
 HX0163
 HX0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0163'0.4 MI NE FROM ROCK CAVE.
 HX0163'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX0163'OFFICE AT ROCK CAVE, AT A TRIANGLE FORMED BY STATE HIGHWAY 4
 HX0163'SOUTHWEST TO ROCK CAVE AND STATE HIGHWAY 20 NORTHEAST AND SOUTH,
 HX0163'270 FEET SOUTHWEST OF THE NORTHEAST JUNCTION OF THE TRIANGLE,
 HX0163'SET ON TOP OF THE EAST END OF THE NORTH HEAD WALL OF A 8-FOOT
 HX0163'BOX CULVERT, 25 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1638 ***********************************************************************
 HX1638  DESIGNATION -  L 269
 HX1638  PID         -  HX1638
 HX1638  STATE/COUNTY-  WV/BRAXTON
 HX1638  USGS QUAD   -  ORLANDO (1989)
 HX1638
 HX1638                         *CURRENT SURVEY CONTROL
 HX1638  ___________________________________________________________________
 HX1638* NAD 83(1986)-  38 45 59.     (N)    080 33 31.     (W)     SCALED    
 HX1638* NAVD 88     -       318.863  (meters)    1046.14   (feet)  ADJUSTED  
 HX1638  ___________________________________________________________________
 HX1638  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HX1638  DYNAMIC HT  -         318.652 (meters)    1045.44  (feet)  COMP
 HX1638  MODELED GRAV-     979,958.0   (mgal)                       NAVD 88
 HX1638
 HX1638  VERT ORDER  -  SECOND    CLASS 0
 HX1638
 HX1638.The horizontal coordinates were scaled from a topographic map and have
 HX1638.an estimated accuracy of +/- 6 seconds.
 HX1638
 HX1638.The orthometric height was determined by differential leveling
 HX1638.and adjusted by the National Geodetic Survey in June 1991..
 HX1638
 HX1638.The geoid height was determined by GEOID03.
 HX1638
 HX1638.The dynamic height is computed by dividing the NAVD 88
 HX1638.geopotential number by the normal gravity value computed on the
 HX1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1638.degrees latitude (g = 980.6199 gals.).
 HX1638
 HX1638.The modeled gravity was interpolated from observed gravity values.
 HX1638
 HX1638;                    North         East    Units  Estimated Accuracy
 HX1638;SPC WV S     -   196,150.      638,360.      MT  (+/- 180 meters Scaled)
 HX1638
 HX1638                          SUPERSEDED SURVEY CONTROL
 HX1638
 HX1638  NGVD 29 (??/??/92)  319.058  (m)         1046.78   (f) ADJ UNCH    2 0
 HX1638
 HX1638.Superseded values are not recommended for survey control.
 HX1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1638.See file dsdata.txt to determine how the superseded data were derived.
 HX1638
 HX1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC383909(NAD 83)
 HX1638_MARKER: DB = BENCH MARK DISK
 HX1638_SETTING: 66 = SET IN ROCK OUTCROP
 HX1638_SP_SET: ROCK LEDGE
 HX1638_STAMPING: L 269 1962
 HX1638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1638+STABILITY: POSITION/ELEVATION WELL
 HX1638
 HX1638  HISTORY     - Date     Condition        Report By
 HX1638  HISTORY     - 1962     MONUMENTED       CGS
 HX1638
 HX1638                          STATION DESCRIPTION
 HX1638
 HX1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1638'1.4 MI SW FROM FALLS MILL.
 HX1638'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1638'OFFICE AT FALLS MILL, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG A
 HX1638'MOUNTAIN ROAD, 0.3 MILE NORTHEAST OF A SMALL CEMETERY, SET ON
 HX1638'TOP OF A ROCK LEDGE THAT IS ABOUT 8 FEET LONG AND 3 FOOT HIGH THAT
 HX1638'PROJECTS OUT OF THE BANK, 8 FEET SOUTH OF THE CENTER LINE OF THE
 HX1638'ROAD, AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0182 ***********************************************************************
 JX0182  DESIGNATION -  L 27
 JX0182  PID         -  JX0182
 JX0182  STATE/COUNTY-  WV/MARION
 JX0182  USGS QUAD   -  FAIRMONT WEST (1976)
 JX0182
 JX0182                         *CURRENT SURVEY CONTROL
 JX0182  ___________________________________________________________________
 JX0182* NAD 83(1986)-  39 29 01.     (N)    080 08 37.     (W)     SCALED    
 JX0182* NAVD 88     -       296.946  (meters)     974.23   (feet)  ADJUSTED  
 JX0182  ___________________________________________________________________
 JX0182  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JX0182  DYNAMIC HT  -         296.769 (meters)     973.65  (feet)  COMP
 JX0182  MODELED GRAV-     980,021.5   (mgal)                       NAVD 88
 JX0182
 JX0182  VERT ORDER  -  FIRST     CLASS II
 JX0182
 JX0182.The horizontal coordinates were scaled from a topographic map and have
 JX0182.an estimated accuracy of +/- 6 seconds.
 JX0182
 JX0182.The orthometric height was determined by differential leveling
 JX0182.and adjusted by the National Geodetic Survey in June 1991..
 JX0182
 JX0182.The geoid height was determined by GEOID03.
 JX0182
 JX0182.The dynamic height is computed by dividing the NAVD 88
 JX0182.geopotential number by the normal gravity value computed on the
 JX0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0182.degrees latitude (g = 980.6199 gals.).
 JX0182
 JX0182.The modeled gravity was interpolated from observed gravity values.
 JX0182
 JX0182;                    North         East    Units  Estimated Accuracy
 JX0182;SPC WV N     -   109,400.      544,630.      MT  (+/- 180 meters Scaled)
 JX0182
 JX0182                          SUPERSEDED SURVEY CONTROL
 JX0182
 JX0182  NGVD 29 (??/??/92)  297.116  (m)          974.79   (f) ADJ UNCH    1 2
 JX0182
 JX0182.Superseded values are not recommended for survey control.
 JX0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0182.See file dsdata.txt to determine how the superseded data were derived.
 JX0182
 JX0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND736707(NAD 83)
 JX0182_MARKER: DB = BENCH MARK DISK
 JX0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0182_SP_SET: BUILDING
 JX0182_STAMPING: L 27 1935
 JX0182_MARK LOGO: CGS   
 JX0182_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0182
 JX0182  HISTORY     - Date     Condition        Report By
 JX0182  HISTORY     - 1935     MONUMENTED       CGS
 JX0182  HISTORY     - 1983     GOOD             NGS
 JX0182  HISTORY     - 19890905 GOOD             HARTMN
 JX0182
 JX0182                          STATION DESCRIPTION
 JX0182
 JX0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0182'AT FAIRMONT.
 JX0182'AT FAIRMONT, MARION COUNTY, ON MONROE STREET, IN THE EAST FACE
 JX0182'OF THE SANDSTONE FOUNDATION OF THE CITY HALL, 24 FEET NORTH OF
 JX0182'THE CORNER, AND 18 INCHES SOUTH OF THE MAIN ENTRANCE.  A STANDARD
 JX0182'DISK, STAMPED L 27 1935 AND SET VERTICALLY.
 JX0182
 JX0182                          STATION RECOVERY (1983)
 JX0182
 JX0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0182'RECOVERED IN GOOD CONDITION.
 JX0182
 JX0182                          STATION RECOVERY (1989)
 JX0182
 JX0182'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX0182'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 127.3, AT FAIRMONT,
 JX0182'ON MONROE STREET, IN THE EAST FACE OF THE SANDSTONE FOUNDATION OF THE
 JX0182'FAIRMONT CENTRAL FIRE STATION (FORMERLY CITY HALL) 28 FT (8.5 MT)
 JX0182'NORTH OF THE CORNER AND 1.5 FT (0.5 MT) SOUTH OF THE MAIN ENTRANCE.  A
 JX0182'STANDARD USCGS BRASS DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1643 ***********************************************************************
 HX1643  DESIGNATION -  L 270
 HX1643  PID         -  HX1643
 HX1643  STATE/COUNTY-  WV/BRAXTON
 HX1643  USGS QUAD   -  NEWVILLE (1976)
 HX1643
 HX1643                         *CURRENT SURVEY CONTROL
 HX1643  ___________________________________________________________________
 HX1643* NAD 83(1986)-  38 44 36.     (N)    080 31 39.     (W)     SCALED    
 HX1643* NAVD 88     -       261.146  (meters)     856.78   (feet)  ADJUSTED  
 HX1643  ___________________________________________________________________
 HX1643  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 HX1643  DYNAMIC HT  -         260.969 (meters)     856.20  (feet)  COMP
 HX1643  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 HX1643
 HX1643  VERT ORDER  -  SECOND    CLASS 0
 HX1643
 HX1643.The horizontal coordinates were scaled from a topographic map and have
 HX1643.an estimated accuracy of +/- 6 seconds.
 HX1643
 HX1643.The orthometric height was determined by differential leveling
 HX1643.and adjusted by the National Geodetic Survey in June 1991..
 HX1643
 HX1643.The geoid height was determined by GEOID03.
 HX1643
 HX1643.The dynamic height is computed by dividing the NAVD 88
 HX1643.geopotential number by the normal gravity value computed on the
 HX1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1643.degrees latitude (g = 980.6199 gals.).
 HX1643
 HX1643.The modeled gravity was interpolated from observed gravity values.
 HX1643
 HX1643;                    North         East    Units  Estimated Accuracy
 HX1643;SPC WV S     -   193,600.      641,080.      MT  (+/- 180 meters Scaled)
 HX1643
 HX1643                          SUPERSEDED SURVEY CONTROL
 HX1643
 HX1643  NGVD 29 (??/??/92)  261.333  (m)          857.39   (f) ADJ UNCH    2 0
 HX1643
 HX1643.Superseded values are not recommended for survey control.
 HX1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1643.See file dsdata.txt to determine how the superseded data were derived.
 HX1643
 HX1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC410884(NAD 83)
 HX1643_MARKER: DB = BENCH MARK DISK
 HX1643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1643_SP_SET: PIER
 HX1643_STAMPING: L 270 1962
 HX1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1643
 HX1643  HISTORY     - Date     Condition        Report By
 HX1643  HISTORY     - 1962     MONUMENTED       CGS
 HX1643
 HX1643                          STATION DESCRIPTION
 HX1643
 HX1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1643'8.2 MI SW FROM WILDCAT.
 HX1643'ABOUT 4.8 MILES SOUTHWEST ALONG A MOUNTAIN ROAD THAT FOLLOWS ALONG
 HX1643'THE LITTLE KANAWHA RIVER FROM THE POST OFFICE AT WILDCAT, THENCE
 HX1643'3.4 MILES SOUTHWEST ALONG A TRAIL ROAD, SET ON TOP OF THE NORTH
 HX1643'END OF THE WEST ONE OF TWO CONCRETE PIERS OF A SWINGING FOOT
 HX1643'BRIDGE OVER THE LITTLE KANAWHA RIVER, 12 FEET EAST OF THE CENTER
 HX1643'LINE OF THE ROAD, 175 YARDS NORTH OF A FARM HOUSE, AND ABOUT 3
 HX1643'FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK IS 0.9
 HX1643'MILE NORTHEAST OF BENCH MARK T 269.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1488 ***********************************************************************
 HX1488  DESIGNATION -  L 271 RESET 1971
 HX1488  PID         -  HX1488
 HX1488  STATE/COUNTY-  WV/BRAXTON
 HX1488  USGS QUAD   -  BURNSVILLE (1989)
 HX1488
 HX1488                         *CURRENT SURVEY CONTROL
 HX1488  ___________________________________________________________________
 HX1488* NAD 83(1986)-  38 48 58.     (N)    080 40 07.     (W)     SCALED    
 HX1488* NAVD 88     -       240.73   (+/-2cm)     789.8    (feet)  VERTCON   
 HX1488  ___________________________________________________________________
 HX1488  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HX1488
 HX1488  VERT ORDER  -  THIRD (See Below)
 HX1488
 HX1488.The horizontal coordinates were scaled from a topographic map and have
 HX1488.an estimated accuracy of +/- 6 seconds.
 HX1488
 HX1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX1488.The vertical order pertains to the NGVD 29 superseded value.
 HX1488
 HX1488.The geoid height was determined by GEOID03.
 HX1488
 HX1488;                    North         East    Units  Estimated Accuracy
 HX1488;SPC WV S     -   201,630.      628,780.      MT  (+/- 180 meters Scaled)
 HX1488
 HX1488                          SUPERSEDED SURVEY CONTROL
 HX1488
 HX1488  NGVD 29 (09/25/03)  240.93   (m)          790.5    (f) RESET       3  
 HX1488
 HX1488.Superseded values are not recommended for survey control.
 HX1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1488.See file dsdata.txt to determine how the superseded data were derived.
 HX1488
 HX1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC287964(NAD 83)
 HX1488_MARKER: DB = BENCH MARK DISK
 HX1488_SETTING: 80 = SET IN A BOULDER
 HX1488_SP_SET: BOULDER
 HX1488_STAMPING: L 271 RESET 1971
 HX1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1488+STABILITY: SURFACE MOTION
 HX1488
 HX1488  HISTORY     - Date     Condition        Report By
 HX1488  HISTORY     - 1971     MONUMENTED       WVHD
 HX1488
 HX1488                          STATION DESCRIPTION
 HX1488
 HX1488'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1971
 HX1488'1 MI S FROM GEM.
 HX1488'ABOUT 1 MILE SOUTH ALONG LSR 3 FROM THE POST OFFICE AT GEM, ON
 HX1488'THE RIGHT SIDE OF THE ROAD GOING TO SUTTON, SET IN THE TOP OF
 HX1488'A BOULDER, 135 FEET SOUTH OF A ONE-STORY FRAME DWELLING AND ABOUT
 HX1488'100 FEET NORTH OF POWER POLE M6-093.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0369 ***********************************************************************
 HX0369  DESIGNATION -  L 272
 HX0369  PID         -  HX0369
 HX0369  STATE/COUNTY-  WV/UPSHUR
 HX0369  USGS QUAD   -  ALTON (1989)
 HX0369
 HX0369                         *CURRENT SURVEY CONTROL
 HX0369  ___________________________________________________________________
 HX0369* NAD 83(1986)-  38 50 31.     (N)    080 12 17.     (W)     SCALED    
 HX0369* NAVD 88     -       529.709  (meters)    1737.89   (feet)  ADJUSTED  
 HX0369  ___________________________________________________________________
 HX0369  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HX0369  DYNAMIC HT  -         529.339 (meters)    1736.67  (feet)  COMP
 HX0369  MODELED GRAV-     979,912.4   (mgal)                       NAVD 88
 HX0369
 HX0369  VERT ORDER  -  SECOND    CLASS 0
 HX0369
 HX0369.The horizontal coordinates were scaled from a topographic map and have
 HX0369.an estimated accuracy of +/- 6 seconds.
 HX0369
 HX0369.The orthometric height was determined by differential leveling
 HX0369.and adjusted by the National Geodetic Survey in June 1991..
 HX0369
 HX0369.The geoid height was determined by GEOID03.
 HX0369
 HX0369.The dynamic height is computed by dividing the NAVD 88
 HX0369.geopotential number by the normal gravity value computed on the
 HX0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0369.degrees latitude (g = 980.6199 gals.).
 HX0369
 HX0369.The modeled gravity was interpolated from observed gravity values.
 HX0369
 HX0369;                    North         East    Units  Estimated Accuracy
 HX0369;SPC WV S     -   204,740.      669,040.      MT  (+/- 180 meters Scaled)
 HX0369
 HX0369                          SUPERSEDED SURVEY CONTROL
 HX0369
 HX0369  NGVD 29 (??/??/92)  529.880  (m)         1738.45   (f) ADJ UNCH    2 0
 HX0369
 HX0369.Superseded values are not recommended for survey control.
 HX0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0369.See file dsdata.txt to determine how the superseded data were derived.
 HX0369
 HX0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC690995(NAD 83)
 HX0369_MARKER: DB = BENCH MARK DISK
 HX0369_SETTING: 66 = SET IN ROCK OUTCROP
 HX0369_SP_SET: ROCK CLIFF
 HX0369_STAMPING: L 272 1962
 HX0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0369+STABILITY: POSITION/ELEVATION WELL
 HX0369
 HX0369  HISTORY     - Date     Condition        Report By
 HX0369  HISTORY     - 1962     MONUMENTED       CGS
 HX0369
 HX0369                          STATION DESCRIPTION
 HX0369
 HX0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0369'2.6 MI N FROM ALTON.
 HX0369'ABOUT 2.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0369'FROM THE POST OFFICE AT ALTON, ON THE OUTSIDE OF A CURVE WITH
 HX0369'THE TANGENTS EXTENDING TO THE SOUTH AND NORTHWEST, SET VERTICALLY
 HX0369'IN THE SOUTHEAST FACE OF A ROCK CLIFF THAT IS ABOUT 400 FEET
 HX0369'LONG AND 25 FEET HIGH, 175 FEET NORTHEAST OF THE SOUTHWEST
 HX0369'END OF THE CLIFF, 16 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 HX0369'ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0113 ***********************************************************************
 HX0113  DESIGNATION -  L 273
 HX0113  PID         -  HX0113
 HX0113  STATE/COUNTY-  WV/UPSHUR
 HX0113  USGS QUAD   -  ADRIAN (1979)
 HX0113
 HX0113                         *CURRENT SURVEY CONTROL
 HX0113  ___________________________________________________________________
 HX0113* NAD 83(1986)-  38 54 24.     (N)    080 15 46.     (W)     SCALED    
 HX0113* NAVD 88     -       437.309  (meters)    1434.74   (feet)  ADJUSTED  
 HX0113  ___________________________________________________________________
 HX0113  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HX0113  DYNAMIC HT  -         437.010 (meters)    1433.76  (feet)  COMP
 HX0113  MODELED GRAV-     979,931.0   (mgal)                       NAVD 88
 HX0113
 HX0113  VERT ORDER  -  SECOND    CLASS 0
 HX0113
 HX0113.The horizontal coordinates were scaled from a topographic map and have
 HX0113.an estimated accuracy of +/- 6 seconds.
 HX0113
 HX0113.The orthometric height was determined by differential leveling
 HX0113.and adjusted by the National Geodetic Survey in June 1991..
 HX0113
 HX0113.The geoid height was determined by GEOID03.
 HX0113
 HX0113.The dynamic height is computed by dividing the NAVD 88
 HX0113.geopotential number by the normal gravity value computed on the
 HX0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0113.degrees latitude (g = 980.6199 gals.).
 HX0113
 HX0113.The modeled gravity was interpolated from observed gravity values.
 HX0113
 HX0113;                    North         East    Units  Estimated Accuracy
 HX0113;SPC WV S     -   211,880.      663,950.      MT  (+/- 180 meters Scaled)
 HX0113
 HX0113                          SUPERSEDED SURVEY CONTROL
 HX0113
 HX0113  NGVD 29 (??/??/92)  437.488  (m)         1435.33   (f) ADJ UNCH    2 0
 HX0113
 HX0113.Superseded values are not recommended for survey control.
 HX0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0113.See file dsdata.txt to determine how the superseded data were derived.
 HX0113
 HX0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND639066(NAD 83)
 HX0113_MARKER: DB = BENCH MARK DISK
 HX0113_SETTING: 66 = SET IN ROCK OUTCROP
 HX0113_SP_SET: ROCK CUT
 HX0113_STAMPING: L 273 1962
 HX0113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0113+STABILITY: POSITION/ELEVATION WELL
 HX0113
 HX0113  HISTORY     - Date     Condition        Report By
 HX0113  HISTORY     - 1962     MONUMENTED       CGS
 HX0113
 HX0113                          STATION DESCRIPTION
 HX0113
 HX0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0113'0.8 MI E FROM ADRIAN.
 HX0113'ABOUT 0.75 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX0113'THE CROSSING OF STATE HIGHWAYS 20 AND 4 AT ADRIAN, ON THE
 HX0113'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND SOUTH,
 HX0113'SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT THAT IS
 HX0113'43-FOOT LONG AND 5-FOOT HIGH, SET AT THE NORTHEAST END OF THE
 HX0113'CUT, 11 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 1 1/2
 HX0113'FEET ABOVE THE GROUND.  NOTE-- ABOUT 0.35 MILE NORTHEAST OF THE
 HX0113'EAST END OF THE ADRIAN SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0394 ***********************************************************************
 HX0394  DESIGNATION -  L 274
 HX0394  PID         -  HX0394
 HX0394  STATE/COUNTY-  WV/UPSHUR
 HX0394  USGS QUAD   -  ALTON (1989)
 HX0394
 HX0394                         *CURRENT SURVEY CONTROL
 HX0394  ___________________________________________________________________
 HX0394* NAD 83(1986)-  38 50 27.     (N)    080 08 10.     (W)     SCALED    
 HX0394* NAVD 88     -       604.712  (meters)    1983.96   (feet)  ADJUSTED  
 HX0394  ___________________________________________________________________
 HX0394  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 HX0394  DYNAMIC HT  -         604.288 (meters)    1982.57  (feet)  COMP
 HX0394  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
 HX0394
 HX0394  VERT ORDER  -  SECOND    CLASS 0
 HX0394
 HX0394.The horizontal coordinates were scaled from a topographic map and have
 HX0394.an estimated accuracy of +/- 6 seconds.
 HX0394
 HX0394.The orthometric height was determined by differential leveling
 HX0394.and adjusted by the National Geodetic Survey in June 1991..
 HX0394
 HX0394.The geoid height was determined by GEOID03.
 HX0394
 HX0394.The dynamic height is computed by dividing the NAVD 88
 HX0394.geopotential number by the normal gravity value computed on the
 HX0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0394.degrees latitude (g = 980.6199 gals.).
 HX0394
 HX0394.The modeled gravity was interpolated from observed gravity values.
 HX0394
 HX0394;                    North         East    Units  Estimated Accuracy
 HX0394;SPC WV S     -   204,670.      675,000.      MT  (+/- 180 meters Scaled)
 HX0394
 HX0394                          SUPERSEDED SURVEY CONTROL
 HX0394
 HX0394  NGVD 29 (??/??/92)  604.883  (m)         1984.52   (f) ADJ UNCH    2 0
 HX0394
 HX0394.Superseded values are not recommended for survey control.
 HX0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0394.See file dsdata.txt to determine how the superseded data were derived.
 HX0394
 HX0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC749994(NAD 83)
 HX0394_MARKER: DB = BENCH MARK DISK
 HX0394_SETTING: 80 = SET IN A BOULDER
 HX0394_SP_SET: BOULDER
 HX0394_STAMPING: L 274 1962
 HX0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0394+STABILITY: SURFACE MOTION
 HX0394
 HX0394  HISTORY     - Date     Condition        Report By
 HX0394  HISTORY     - 1962     MONUMENTED       CGS
 HX0394
 HX0394                          STATION DESCRIPTION
 HX0394
 HX0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0394'1 MI SW FROM QUEENS.
 HX0394'ABOUT 0.75 MILE SOUTH ALONG COUNTY ROAD 9 FROM THE JUNCTION OF
 HX0394'COUNTY ROAD 9/11 AT QUEENS, THENCE ABOUT 0.3 MILE SOUTHWEST
 HX0394'ALONG A COUNTY ROAD (GRAVEL), 0.15 MILE SOUTHWEST OF A STEEL
 HX0394'BRIDGE OVER THE RIGHT FORK OF THE MIDDLE FORK RIVER, SET ON TOP
 HX0394'OF AN EMBEDDED ROCK THAT IS ABOUT 6-BY 12-FOOT LONG, 78 FEET
 HX0394'NORTH AND ACROSS THE ROAD FROM A WHITE FRAME HOUSE, 22 FEET
 HX0394'NORTH OF THE CENTER LINE OF THE ROAD, 160 FEET EAST OF A Y
 HX0394'ROAD JUNCTION, 24 1/2 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 HX0394'GARAGE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0394'NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING ABOUT 0.3
 HX0394'MILE SOUTHWEST ALONG A COUNTY ROAD FROM THE HARMANY METHODIST
 HX0394'CHURCH AT THE JUNCTION OF COUNTY ROAD 9 AND 9/12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2088 ***********************************************************************
 HW2088  CBN         -  This is a Cooperative Base Network Control Station.
 HW2088  DESIGNATION -  L 275
 HW2088  PID         -  HW2088
 HW2088  STATE/COUNTY-  WV/RANDOLPH
 HW2088  USGS QUAD   -  MILL CREEK (1995)
 HW2088
 HW2088                         *CURRENT SURVEY CONTROL
 HW2088  ___________________________________________________________________
 HW2088* NAD 83(1995)-  38 43 54.95162(N)    079 58 19.76010(W)     ADJUSTED  
 HW2088* NAVD 88     -       630.016  (meters)    2066.98   (feet)  ADJUSTED  
 HW2088  ___________________________________________________________________
 HW2088  X           -     867,581.081 (meters)                     COMP
 HW2088  Y           -  -4,906,352.732 (meters)                     COMP
 HW2088  Z           -   3,969,521.063 (meters)                     COMP
 HW2088  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 HW2088  ELLIP HEIGHT-         599.27  (meters)          (04/23/01) GPS OBS
 HW2088  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HW2088  DYNAMIC HT  -         629.553 (meters)    2065.46  (feet)  COMP
 HW2088  MODELED GRAV-     979,873.5   (mgal)                       NAVD 88
 HW2088
 HW2088  HORZ ORDER  -  A
 HW2088  VERT ORDER  -  FIRST     CLASS II
 HW2088  ELLP ORDER  -  FOURTH    CLASS I
 HW2088
 HW2088.The horizontal coordinates were established by GPS observations
 HW2088.and adjusted by the National Geodetic Survey in April 2001..
 HW2088
 HW2088.The orthometric height was determined by differential leveling
 HW2088.and adjusted by the National Geodetic Survey in June 1991..
 HW2088.WARNING-Repeat measurements at this control monument indicate possible
 HW2088.vertical movement.
 HW2088
 HW2088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW2088
 HW2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW2088
 HW2088.The ellipsoidal height was determined by GPS observations
 HW2088.and is referenced to NAD 83.
 HW2088
 HW2088.The geoid height was determined by GEOID03.
 HW2088
 HW2088.The dynamic height is computed by dividing the NAVD 88
 HW2088.geopotential number by the normal gravity value computed on the
 HW2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2088.degrees latitude (g = 980.6199 gals.).
 HW2088
 HW2088.The modeled gravity was interpolated from observed gravity values.
 HW2088
 HW2088;                    North         East     Units Scale Factor Converg.
 HW2088;SPC WV S     -   192,725.364   689,369.060   MT  0.99997125   +0 38 07.5
 HW2088;UTM  17      - 4,287,530.772   589,338.763   MT  0.99969828   +0 38 35.3
 HW2088
 HW2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW2088!SPC WV S     -   0.99990598  x   0.99997125  =   0.99987724
 HW2088!UTM  17      -   0.99990598  x   0.99969828  =   0.99960429
 HW2088
 HW2088                          SUPERSEDED SURVEY CONTROL
 HW2088
 HW2088  NAVD 88 (04/23/01)  630.02   (m)         2067.0    (f) LEVELING    3  
 HW2088  NGVD 29 (??/??/92)  630.166  (m)         2067.47   (f) ADJ UNCH    1 2
 HW2088
 HW2088.Superseded values are not recommended for survey control.
 HW2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2088.See file dsdata.txt to determine how the superseded data were derived.
 HW2088
 HW2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC8933987531(NAD 83)
 HW2088_MARKER: DB = BENCH MARK DISK
 HW2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2088_STAMPING: L 275 1962
 HW2088_MARK LOGO: CGS   
 HW2088_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2088+STABILITY: SURFACE MOTION
 HW2088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW2088+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2000
 HW2088
 HW2088  HISTORY     - Date     Condition        Report By
 HW2088  HISTORY     - 1962     MONUMENTED       CGS
 HW2088  HISTORY     - 1983     GOOD             NGS
 HW2088  HISTORY     - 20000328 GOOD             GLNSC
 HW2088
 HW2088                          STATION DESCRIPTION
 HW2088
 HW2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2088'0.1 MI W FROM MILL CREEK.
 HW2088'AT MILL CREEK, ABOUT 0.1 MILE WEST ALONG A BLACK TOP ROAD FROM
 HW2088'THE MILL CREEK BANK AT MILL CREEK, SET IN THE MILL CREEK GRADE
 HW2088'SCHOOL YARD, AT THE NORTHWEST SIDE OF THE FORREST J. BELL
 HW2088'MEMORIAL, 162 FEET SOUTHWEST OF THE CENTER LINE OF THE BLACK TOP
 HW2088'ROAD, 61 1/2 FEET EAST OF THE NORTHWEST CORNER OF THE SCHOOL
 HW2088'BUILDING, 6.4 FEET NORTHWEST OF THE FLAG POLE, AND SET IN THE
 HW2088'TOP OF A CONCRETE POST THAT IS LEVEL WITH THE GROUND.
 HW2088
 HW2088                          STATION RECOVERY (1983)
 HW2088
 HW2088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2088'RECOVERED IN GOOD CONDITION.
 HW2088
 HW2088                          STATION RECOVERY (2000)
 HW2088
 HW2088'RECOVERY NOTE BY GLENVILLE STATE COLLEGE 2000 (JLW)
 HW2088'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0431 ***********************************************************************
 HX0431  DESIGNATION -  L 276
 HX0431  PID         -  HX0431
 HX0431  STATE/COUNTY-  WV/RANDOLPH
 HX0431  USGS QUAD   -  PICKENS (1977)
 HX0431
 HX0431                         *CURRENT SURVEY CONTROL
 HX0431  ___________________________________________________________________
 HX0431* NAD 83(1986)-  38 42 35.     (N)    080 08 47.     (W)     SCALED    
 HX0431* NAVD 88     -       930.943  (meters)    3054.27   (feet)  ADJUSTED  
 HX0431  ___________________________________________________________________
 HX0431  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX0431  DYNAMIC HT  -         930.214 (meters)    3051.88  (feet)  COMP
 HX0431  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 HX0431
 HX0431  VERT ORDER  -  SECOND    CLASS 0
 HX0431
 HX0431.The horizontal coordinates were scaled from a topographic map and have
 HX0431.an estimated accuracy of +/- 6 seconds.
 HX0431
 HX0431.The orthometric height was determined by differential leveling
 HX0431.and adjusted by the National Geodetic Survey in June 1991..
 HX0431
 HX0431.The geoid height was determined by GEOID03.
 HX0431
 HX0431.The dynamic height is computed by dividing the NAVD 88
 HX0431.geopotential number by the normal gravity value computed on the
 HX0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0431.degrees latitude (g = 980.6199 gals.).
 HX0431
 HX0431.The modeled gravity was interpolated from observed gravity values.
 HX0431
 HX0431;                    North         East    Units  Estimated Accuracy
 HX0431;SPC WV S     -   190,110.      674,240.      MT  (+/- 180 meters Scaled)
 HX0431
 HX0431                          SUPERSEDED SURVEY CONTROL
 HX0431
 HX0431  NGVD 29 (??/??/92)  931.071  (m)         3054.69   (f) ADJ UNCH    2 0
 HX0431
 HX0431.Superseded values are not recommended for survey control.
 HX0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0431.See file dsdata.txt to determine how the superseded data were derived.
 HX0431
 HX0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC742849(NAD 83)
 HX0431_MARKER: DB = BENCH MARK DISK
 HX0431_SETTING: 80 = SET IN A BOULDER
 HX0431_SP_SET: BOULDER
 HX0431_STAMPING: L 276 1962
 HX0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0431+STABILITY: SURFACE MOTION
 HX0431
 HX0431  HISTORY     - Date     Condition        Report By
 HX0431  HISTORY     - 1962     MONUMENTED       CGS
 HX0431  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0431
 HX0431                          STATION DESCRIPTION
 HX0431
 HX0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0431'8.1 MI SW FROM ADOLPH.
 HX0431'ABOUT 8.1 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0431'SCHOOL AT ADOLPH, SET ON TOP OF AN EMBEDDED ROCK THAT IS ABOUT
 HX0431'4-BY 17-FOOT LONG, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX0431'ROAD, 87 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE BLACK TOP
 HX0431'ROAD AND BLACK TOP ROAD NORTHEAST, 1 FOOT SOUTH OF THE NORTH
 HX0431'EDGE OF THE ROCK, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0431
 HX0431                          STATION RECOVERY (1973)
 HX0431
 HX0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0386 ***********************************************************************
 HX0386  DESIGNATION -  L 277
 HX0386  PID         -  HX0386
 HX0386  STATE/COUNTY-  WV/RANDOLPH
 HX0386  USGS QUAD   -  ADOLPH (1995)
 HX0386
 HX0386                         *CURRENT SURVEY CONTROL
 HX0386  ___________________________________________________________________
 HX0386* NAD 83(1986)-  38 37 49.     (N)    080 05 06.     (W)     SCALED    
 HX0386* NAVD 88     -       981.375  (meters)    3219.73   (feet)  ADJUSTED  
 HX0386  ___________________________________________________________________
 HX0386  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HX0386  DYNAMIC HT  -         980.596 (meters)    3217.17  (feet)  COMP
 HX0386  MODELED GRAV-     979,800.8   (mgal)                       NAVD 88
 HX0386
 HX0386  VERT ORDER  -  SECOND    CLASS 0
 HX0386
 HX0386.The horizontal coordinates were scaled from a topographic map and have
 HX0386.an estimated accuracy of +/- 6 seconds.
 HX0386
 HX0386.The orthometric height was determined by differential leveling
 HX0386.and adjusted by the National Geodetic Survey in June 1991..
 HX0386
 HX0386.The geoid height was determined by GEOID03.
 HX0386
 HX0386.The dynamic height is computed by dividing the NAVD 88
 HX0386.geopotential number by the normal gravity value computed on the
 HX0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0386.degrees latitude (g = 980.6199 gals.).
 HX0386
 HX0386.The modeled gravity was interpolated from observed gravity values.
 HX0386
 HX0386;                    North         East    Units  Estimated Accuracy
 HX0386;SPC WV S     -   181,340.      679,670.      MT  (+/- 180 meters Scaled)
 HX0386
 HX0386                          SUPERSEDED SURVEY CONTROL
 HX0386
 HX0386  NGVD 29 (??/??/92)  981.492  (m)         3220.11   (f) ADJ UNCH    2 0
 HX0386
 HX0386.Superseded values are not recommended for survey control.
 HX0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0386.See file dsdata.txt to determine how the superseded data were derived.
 HX0386
 HX0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC796761(NAD 83)
 HX0386_MARKER: DB = BENCH MARK DISK
 HX0386_SETTING: 66 = SET IN ROCK OUTCROP
 HX0386_SP_SET: ROCK LEDGE
 HX0386_STAMPING: L 277 1962
 HX0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0386+STABILITY: POSITION/ELEVATION WELL
 HX0386
 HX0386  HISTORY     - Date     Condition        Report By
 HX0386  HISTORY     - 1962     MONUMENTED       CGS
 HX0386
 HX0386                          STATION DESCRIPTION
 HX0386
 HX0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0386'15.2 MI SW FROM HUTTONSVILLE.
 HX0386'ABOUT 7.1 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST
 HX0386'OFFICE AT HUTTONSVILLE, THENCE 8.1 MILES NORTHWEST THEN SOUTHWEST
 HX0386'ALONG COUNTY ROAD 219/16 (GRAVEL), 0.1 MILE SOUTHWEST OF THE
 HX0386'PARK AND FOREST SUPERINTENDENTS RESIDENCE (A LARGE LOG HOUSE),
 HX0386'SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK LEDGE THAT IS
 HX0386'217 FEET LONG AND 20-FOOT HIGH, 18 1/2 FEET NORTHWEST OF THE
 HX0386'CENTER LINE OF THE ROAD, 135 FEET SOUTHWEST OF THE NORTHEAST
 HX0386'END OF THE ROCK LEDGE, 123 FEET NORTHEAST OF A POWER POLE, AND
 HX0386'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1559 ***********************************************************************
 HX1559  CBN         -  This is a Cooperative Base Network Control Station.
 HX1559  DESIGNATION -  L 278
 HX1559  PID         -  HX1559
 HX1559  STATE/COUNTY-  WV/BRAXTON
 HX1559  USGS QUAD   -  SUTTON (1976)
 HX1559
 HX1559                         *CURRENT SURVEY CONTROL
 HX1559  ___________________________________________________________________
 HX1559* NAD 83(1995)-  38 40 52.37113(N)    080 39 08.63658(W)     ADJUSTED  
 HX1559* NAVD 88     -       384.853  (meters)    1262.64   (feet)  ADJUSTED  
 HX1559  ___________________________________________________________________
 HX1559  X           -     809,811.325 (meters)                     COMP
 HX1559  Y           -  -4,919,591.402 (meters)                     COMP
 HX1559  Z           -   3,964,973.107 (meters)                     COMP
 HX1559  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 HX1559  ELLIP HEIGHT-         352.75  (meters)          (04/23/01) GPS OBS
 HX1559  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HX1559  DYNAMIC HT  -         384.588 (meters)    1261.77  (feet)  COMP
 HX1559  MODELED GRAV-     979,928.5   (mgal)                       NAVD 88
 HX1559
 HX1559  HORZ ORDER  -  A
 HX1559  VERT ORDER  -  SECOND    CLASS 0
 HX1559  ELLP ORDER  -  FOURTH    CLASS I
 HX1559
 HX1559.ITRF positions are available for this station.
 HX1559.The horizontal coordinates were established by GPS observations
 HX1559.and adjusted by the National Geodetic Survey in April 2001..
 HX1559
 HX1559.The orthometric height was determined by differential leveling
 HX1559.and adjusted by the National Geodetic Survey in June 1991..
 HX1559
 HX1559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX1559
 HX1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1559
 HX1559.The ellipsoidal height was determined by GPS observations
 HX1559.and is referenced to NAD 83.
 HX1559
 HX1559.The geoid height was determined by GEOID03.
 HX1559
 HX1559.The dynamic height is computed by dividing the NAVD 88
 HX1559.geopotential number by the normal gravity value computed on the
 HX1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1559.degrees latitude (g = 980.6199 gals.).
 HX1559
 HX1559.The modeled gravity was interpolated from observed gravity values.
 HX1559
 HX1559;                    North         East     Units Scale Factor Converg.
 HX1559;SPC WV S     -   186,656.643   630,244.885   MT  0.99996319   +0 12 53.6
 HX1559;UTM  17      - 4,281,458.868   530,234.012   MT  0.99961126   +0 13 02.1
 HX1559
 HX1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1559!SPC WV S     -   0.99994466  x   0.99996319  =   0.99990785
 HX1559!UTM  17      -   0.99994466  x   0.99961126  =   0.99955594
 HX1559
 HX1559                          SUPERSEDED SURVEY CONTROL
 HX1559
 HX1559  NAVD 88 (04/23/01)  384.85   (m)         1262.6    (f) LEVELING    3  
 HX1559  NGVD 29 (??/??/92)  385.027  (m)         1263.21   (f) ADJ UNCH    2 0
 HX1559
 HX1559.Superseded values are not recommended for survey control.
 HX1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1559.See file dsdata.txt to determine how the superseded data were derived.
 HX1559
 HX1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC3023481459(NAD 83)
 HX1559_MARKER: DB = BENCH MARK DISK
 HX1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1559_STAMPING: L 278 1962
 HX1559_MARK LOGO: CGS   
 HX1559_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1559+STABILITY: SURFACE MOTION
 HX1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX1559+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 HX1559
 HX1559  HISTORY     - Date     Condition        Report By
 HX1559  HISTORY     - 1962     MONUMENTED       CGS
 HX1559  HISTORY     - 20000323 GOOD             WVALS
 HX1559  HISTORY     - 20050916 GOOD             NONE
 HX1559
 HX1559                          STATION DESCRIPTION
 HX1559
 HX1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1559'3.1 MI S FROM FLATWOODS.
 HX1559'ABOUT 2.4 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1559'FROM THE STATION AT FLATWOODS, THENCE ABOUT 1.2 MILES WEST AND
 HX1559'SOUTH ALONG A BLACK TOP ROAD, THENCE ABOUT 0.1 MILE WEST ALONG
 HX1559'A DIRT ROAD, AT THE SUTTON AIRPORT, AT THE SOUTH END OF THE
 HX1559'NORTH-SOUTH RUNWAY, AT THE ENTRANCE TO THE AIRPORT, 15 FEET NORTH
 HX1559'OF A GATEPOST FOR WIRE FENCE, 28 1/2 FEET WEST OF THE CENTER
 HX1559'LINE OF BLACK TOP ROAD, 289 FEET SOUTH OF THE SOUTHWEST CORNER
 HX1559'OF ADMINISTRATION BUILDING, 1.8 FEET SOUTH OF A METAL WITNESS
 HX1559'POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 HX1559
 HX1559                          STATION RECOVERY (2000)
 HX1559
 HX1559'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (PR)
 HX1559'THE STATION IS ABOUT 5.3 KM (3.3 MI) EAST-NORTHEAST OF SUTTON AND
 HX1559'4.65 KM (2.9 MI) SOUTH OF FLATWOODS.
 HX1559'
 HX1559'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 79
 HX1559'AND U.S. HIGHWAY 19 (EXIT 67), GO SOUTHEAST ON HIGHWAY 19 FOR 0.15 KM
 HX1559'(0.1 MI) TO THE JUNCTION OF STATE HIGHWAY 4.  TURN LEFT AND GO
 HX1559'SOUTHWEST ON HIGHWAY 4 FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF STATE
 HX1559'HIGHWAY 15 ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON HIGHWAY 15
 HX1559'FOR 3.2 KM (2.0 MI) TO A GRAVEL ROAD AT THE SOUTH END OF SUTTON
 HX1559'AIRPORT AND THE STATION ON THE RIGHT.
 HX1559'
 HX1559'THE STATION IS 88.1 M (289 FT) SOUTH OF THE SOUTHWEST CORNER OF AN
 HX1559'OLD ABANDONED ADMINISTRATION BUILDING, 8.7 M (28.5 FT) WEST OF THE
 HX1559'CENTERLINE OF HIGHWAY 15 AND 4.6 M (15 FT) NORTH OF A GATE POST.  THE
 HX1559'STATION IS FLUSH WITH THE GROUND.
 HX1559
 HX1559                          STATION RECOVERY (2005)
 HX1559
 HX1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (RHF)
 HX1559'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2064 ***********************************************************************
 HW2064  DESIGNATION -  L 279
 HW2064  PID         -  HW2064
 HW2064  STATE/COUNTY-  WV/RANDOLPH
 HW2064  USGS QUAD   -  ELKINS (1995)
 HW2064
 HW2064                         *CURRENT SURVEY CONTROL
 HW2064  ___________________________________________________________________
 HW2064* NAD 83(1986)-  38 52 59.     (N)    079 51 08.     (W)     SCALED    
 HW2064* NAVD 88     -       607.903  (meters)    1994.43   (feet)  ADJUSTED  
 HW2064  ___________________________________________________________________
 HW2064  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HW2064  DYNAMIC HT  -         607.467 (meters)    1993.00  (feet)  COMP
 HW2064  MODELED GRAV-     979,891.7   (mgal)                       NAVD 88
 HW2064
 HW2064  VERT ORDER  -  FIRST     CLASS II
 HW2064
 HW2064.The horizontal coordinates were scaled from a topographic map and have
 HW2064.an estimated accuracy of +/- 6 seconds.
 HW2064
 HW2064.The orthometric height was determined by differential leveling
 HW2064.and adjusted by the National Geodetic Survey in June 1991..
 HW2064
 HW2064.The geoid height was determined by GEOID03.
 HW2064
 HW2064.The dynamic height is computed by dividing the NAVD 88
 HW2064.geopotential number by the normal gravity value computed on the
 HW2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2064.degrees latitude (g = 980.6199 gals.).
 HW2064
 HW2064.The modeled gravity was interpolated from observed gravity values.
 HW2064
 HW2064;                    North         East    Units  Estimated Accuracy
 HW2064;SPC WV S     -   209,620.      699,590.      MT  (+/- 180 meters Scaled)
 HW2064
 HW2064                          SUPERSEDED SURVEY CONTROL
 HW2064
 HW2064  NGVD 29 (??/??/92)  608.059  (m)         1994.94   (f) ADJ UNCH    1 2
 HW2064
 HW2064.Superseded values are not recommended for survey control.
 HW2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2064.See file dsdata.txt to determine how the superseded data were derived.
 HW2064
 HW2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND995044(NAD 83)
 HW2064_MARKER: DB = BENCH MARK DISK
 HW2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2064_STAMPING: L 279 1962
 HW2064_MARK LOGO: CGS   
 HW2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2064+STABILITY: SURFACE MOTION
 HW2064
 HW2064  HISTORY     - Date     Condition        Report By
 HW2064  HISTORY     - 1962     MONUMENTED       CGS
 HW2064  HISTORY     - 1972     GOOD             NGS
 HW2064  HISTORY     - 1983     GOOD             NGS
 HW2064
 HW2064                          STATION DESCRIPTION
 HW2064
 HW2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2064'3.2 MI N FROM BEVERLY.
 HW2064'ABOUT 3.15 MILES NORTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2064'POST OFFICE AT BEVERLY, AT THE JUNCTION OF COUNTY ROAD 219/17
 HW2064'(BLACK TOP) LEADING TO AIRPORT, 117 FEET NORTHWEST OF THE CENTER
 HW2064'OF THE JUNCTION, 22 FEET SOUTH OF THE CENTER LINE OF THE BLACK
 HW2064'TOP ROAD TO THE AIRPORT, 28 1/2 FEET NORTHEAST OF A APPLE TREE,
 HW2064'2 FEET EAST OF A STEEL WITNESS POST, AND ABOUT 1 FOOT BELOW
 HW2064'THE LEVEL OF THE ROAD.
 HW2064
 HW2064                          STATION RECOVERY (1972)
 HW2064
 HW2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HW2064'RECOVERED IN GOOD CONDITION.
 HW2064
 HW2064                          STATION RECOVERY (1983)
 HW2064
 HW2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0774 ***********************************************************************
 KY0774  DESIGNATION -  L 28
 KY0774  PID         -  KY0774
 KY0774  STATE/COUNTY-  WV/OHIO
 KY0774  USGS QUAD   -  WHEELING (1994)
 KY0774
 KY0774                         *CURRENT SURVEY CONTROL
 KY0774  ___________________________________________________________________
 KY0774* NAD 83(1986)-  40 06 17.     (N)    080 42 12.     (W)     SCALED    
 KY0774* NAVD 88     -       199.379  (meters)     654.13   (feet)  ADJUSTED  
 KY0774  ___________________________________________________________________
 KY0774  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0774  DYNAMIC HT  -         199.270 (meters)     653.77  (feet)  COMP
 KY0774  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 KY0774
 KY0774  VERT ORDER  -  FIRST     CLASS II
 KY0774
 KY0774.The horizontal coordinates were scaled from a topographic map and have
 KY0774.an estimated accuracy of +/- 6 seconds.
 KY0774
 KY0774.The orthometric height was determined by differential leveling
 KY0774.and adjusted by the National Geodetic Survey in June 1991..
 KY0774
 KY0774.The geoid height was determined by GEOID03.
 KY0774
 KY0774.The dynamic height is computed by dividing the NAVD 88
 KY0774.geopotential number by the normal gravity value computed on the
 KY0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0774.degrees latitude (g = 980.6199 gals.).
 KY0774
 KY0774.The modeled gravity was interpolated from observed gravity values.
 KY0774
 KY0774;                    North         East    Units  Estimated Accuracy
 KY0774;SPC WV N     -   178,840.      497,410.      MT  (+/- 180 meters Scaled)
 KY0774
 KY0774                          SUPERSEDED SURVEY CONTROL
 KY0774
 KY0774  NGVD 29 (??/??/92)  199.533  (m)          654.63   (f) ADJ UNCH    1 2
 KY0774
 KY0774.Superseded values are not recommended for survey control.
 KY0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0774.See file dsdata.txt to determine how the superseded data were derived.
 KY0774
 KY0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE252394(NAD 83)
 KY0774_MARKER: DB = BENCH MARK DISK
 KY0774_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0774_SP_SET: BUILDING
 KY0774_STAMPING: L 28 1935
 KY0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0774
 KY0774  HISTORY     - Date     Condition        Report By
 KY0774  HISTORY     - 1935     MONUMENTED       CGS
 KY0774  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY0774
 KY0774                          STATION DESCRIPTION
 KY0774
 KY0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY0774'AT WHEELING.
 KY0774'AT WHEELING, OHIO COUNTY, ON THE PENNSYLVANIA RAILROAD, 3.2 MILES
 KY0774'NORTHEAST OF THE FREIGHT STATION, 333 FEET NORTH OF MILEPOST
 KY0774'21, 40 FEET WEST OF THE CENTERLINE OF THE TRACK, IN THE SOUTHEAST
 KY0774'CORNER OF THE GOVERNMENT DOCK BUILDING, AND ABOUT 2 FEET HIGHER
 KY0774'THAN THE GROUND.  A STANDARD DISK, STAMPED L 28 1935 AND SET
 KY0774'VERTICALLY.
 KY0774
 KY0774                          STATION RECOVERY (1983)
 KY0774
 KY0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0774'NOT RECOVERED, THE BUILDING IN WHICH THE MARK WAS LOCATED HAS BEEN
 KY0774'TORN DOWN, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0404 ***********************************************************************
 HX0404  DESIGNATION -  L 280
 HX0404  PID         -  HX0404
 HX0404  STATE/COUNTY-  WV/RANDOLPH
 HX0404  USGS QUAD   -  CASSITY (1977)
 HX0404
 HX0404                         *CURRENT SURVEY CONTROL
 HX0404  ___________________________________________________________________
 HX0404* NAD 83(1986)-  38 48 26.     (N)    080 03 51.     (W)     SCALED    
 HX0404* NAVD 88     -       762.122  (meters)    2500.40   (feet)  ADJUSTED  
 HX0404  ___________________________________________________________________
 HX0404  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX0404  DYNAMIC HT  -         761.571 (meters)    2498.59  (feet)  COMP
 HX0404  MODELED GRAV-     979,879.5   (mgal)                       NAVD 88
 HX0404
 HX0404  VERT ORDER  -  SECOND    CLASS 0
 HX0404
 HX0404.The horizontal coordinates were scaled from a topographic map and have
 HX0404.an estimated accuracy of +/- 6 seconds.
 HX0404
 HX0404.The orthometric height was determined by differential leveling
 HX0404.and adjusted by the National Geodetic Survey in June 1991..
 HX0404
 HX0404.The geoid height was determined by GEOID03.
 HX0404
 HX0404.The dynamic height is computed by dividing the NAVD 88
 HX0404.geopotential number by the normal gravity value computed on the
 HX0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0404.degrees latitude (g = 980.6199 gals.).
 HX0404
 HX0404.The modeled gravity was interpolated from observed gravity values.
 HX0404
 HX0404;                    North         East    Units  Estimated Accuracy
 HX0404;SPC WV S     -   201,000.      681,290.      MT  (+/- 180 meters Scaled)
 HX0404
 HX0404                          SUPERSEDED SURVEY CONTROL
 HX0404
 HX0404  NGVD 29 (??/??/92)  762.280  (m)         2500.91   (f) ADJ UNCH    2 0
 HX0404
 HX0404.Superseded values are not recommended for survey control.
 HX0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0404.See file dsdata.txt to determine how the superseded data were derived.
 HX0404
 HX0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC812958(NAD 83)
 HX0404_MARKER: DB = BENCH MARK DISK
 HX0404_SETTING: 80 = SET IN A BOULDER
 HX0404_SP_SET: BOULDER
 HX0404_STAMPING: L 280 1962
 HX0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0404+STABILITY: SURFACE MOTION
 HX0404
 HX0404  HISTORY     - Date     Condition        Report By
 HX0404  HISTORY     - 1962     MONUMENTED       CGS
 HX0404
 HX0404                          STATION DESCRIPTION
 HX0404
 HX0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0404'1.4 MI SW FROM CASSITY.
 HX0404'ABOUT 0.5 MILE SOUTHWEST ALONG COUNTY ROAD 35 FROM THE CASSITY
 HX0404'METHODIST CHURCH AT CASSITY, THENCE ABOUT 0.9 MILE SOUTHWEST
 HX0404'ALONG COUNTY ROAD 34, SET ON TOP OF AN EMBEDDED ROCK THAT IS
 HX0404'ABOUT 5-BY 9-FOOT LONG, 2 FEET EAST OF THE WEST EDGE OF THE
 HX0404'ROCK, 46 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND
 HX0404'ABOUT 12 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2030 ***********************************************************************
 HW2030  DESIGNATION -  L 281
 HW2030  PID         -  HW2030
 HW2030  STATE/COUNTY-  WV/RANDOLPH
 HW2030  USGS QUAD   -  BEVERLY WEST (1995)
 HW2030
 HW2030                         *CURRENT SURVEY CONTROL
 HW2030  ___________________________________________________________________
 HW2030* NAD 83(1986)-  38 51 34.     (N)    079 55 05.     (W)     SCALED    
 HW2030* NAVD 88     -       790.546  (meters)    2593.65   (feet)  ADJUSTED  
 HW2030  ___________________________________________________________________
 HW2030  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HW2030  DYNAMIC HT  -         789.955 (meters)    2591.71  (feet)  COMP
 HW2030  MODELED GRAV-     979,853.5   (mgal)                       NAVD 88
 HW2030
 HW2030  VERT ORDER  -  SECOND    CLASS 0
 HW2030
 HW2030.The horizontal coordinates were scaled from a topographic map and have
 HW2030.an estimated accuracy of +/- 6 seconds.
 HW2030
 HW2030.The orthometric height was determined by differential leveling
 HW2030.and adjusted by the National Geodetic Survey in June 1991..
 HW2030
 HW2030.The geoid height was determined by GEOID03.
 HW2030
 HW2030.The dynamic height is computed by dividing the NAVD 88
 HW2030.geopotential number by the normal gravity value computed on the
 HW2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2030.degrees latitude (g = 980.6199 gals.).
 HW2030
 HW2030.The modeled gravity was interpolated from observed gravity values.
 HW2030
 HW2030;                    North         East    Units  Estimated Accuracy
 HW2030;SPC WV S     -   206,930.      693,910.      MT  (+/- 180 meters Scaled)
 HW2030
 HW2030                          SUPERSEDED SURVEY CONTROL
 HW2030
 HW2030  NGVD 29 (??/??/92)  790.687  (m)         2594.11   (f) ADJ UNCH    2 0
 HW2030
 HW2030.Superseded values are not recommended for survey control.
 HW2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2030.See file dsdata.txt to determine how the superseded data were derived.
 HW2030
 HW2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND938017(NAD 83)
 HW2030_MARKER: DB = BENCH MARK DISK
 HW2030_SETTING: 66 = SET IN ROCK OUTCROP
 HW2030_SP_SET: ROCK LEDGE
 HW2030_STAMPING: L 281 1962
 HW2030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2030+STABILITY: POSITION/ELEVATION WELL
 HW2030
 HW2030  HISTORY     - Date     Condition        Report By
 HW2030  HISTORY     - 1962     MONUMENTED       CGS
 HW2030  HISTORY     - 1971     GOOD             NGS
 HW2030  HISTORY     - 1983     GOOD             NGS
 HW2030  HISTORY     - 1983     GOOD             NGS
 HW2030
 HW2030                          STATION DESCRIPTION
 HW2030
 HW2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2030'3.8 MI NW FROM BEVERLY.
 HW2030'ABOUT 0.05 MILE NORTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2030'POST OFFICE AT BEVERLY, THENCE ABOUT 1.3 MILES NORTHWEST ALONG
 HW2030'COUNTY ROAD 33, THENCE ABOUT 2.5 MILES NORTHWEST ALONG A GRAVEL
 HW2030'ROAD, 1.1 MILES NORTHWEST OF THE JUNCTION OF A ROAD LEADING TO
 HW2030'THE NORTH, SET VERTICALLY IN THE SOUTH FACE OF A ROCK LEDGE THAT
 HW2030'IS ABOUT 25-FOOT LONG AND 15-FOOT HIGH, 18 FEET SOUTHEAST OF THE
 HW2030'NORTHWEST END OF THE LEDGE, 12 FEET NORTH OF THE CENTER LINE OF
 HW2030'THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 HW2030
 HW2030                          STATION RECOVERY (1971)
 HW2030
 HW2030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HW2030'RECOVERED IN GOOD CONDITION.
 HW2030
 HW2030                          STATION RECOVERY (1983)
 HW2030
 HW2030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2030'RECOVERED IN GOOD CONDITION.
 HW2030
 HW2030                          STATION RECOVERY (1983)
 HW2030
 HW2030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2111 ***********************************************************************
 HW2111  DESIGNATION -  L 282
 HW2111  PID         -  HW2111
 HW2111  STATE/COUNTY-  WV/RANDOLPH
 HW2111  USGS QUAD   -  MILL CREEK (1995)
 HW2111
 HW2111                         *CURRENT SURVEY CONTROL
 HW2111  ___________________________________________________________________
 HW2111* NAD 83(1986)-  38 41 32.     (N)    079 54 37.     (W)     SCALED    
 HW2111* NAVD 88     -       908.145  (meters)    2979.47   (feet)  ADJUSTED  
 HW2111  ___________________________________________________________________
 HW2111  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HW2111  DYNAMIC HT  -         907.453 (meters)    2977.20  (feet)  COMP
 HW2111  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 HW2111
 HW2111  VERT ORDER  -  SECOND    CLASS 0
 HW2111
 HW2111.The horizontal coordinates were scaled from a topographic map and have
 HW2111.an estimated accuracy of +/- 6 seconds.
 HW2111
 HW2111.The orthometric height was determined by differential leveling
 HW2111.and adjusted by the National Geodetic Survey in June 1991..
 HW2111
 HW2111.The geoid height was determined by GEOID03.
 HW2111
 HW2111.The dynamic height is computed by dividing the NAVD 88
 HW2111.geopotential number by the normal gravity value computed on the
 HW2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2111.degrees latitude (g = 980.6199 gals.).
 HW2111
 HW2111.The modeled gravity was interpolated from observed gravity values.
 HW2111
 HW2111;                    North         East    Units  Estimated Accuracy
 HW2111;SPC WV S     -   188,380.      694,800.      MT  (+/- 180 meters Scaled)
 HW2111
 HW2111                          SUPERSEDED SURVEY CONTROL
 HW2111
 HW2111  NGVD 29 (??/??/92)  908.279  (m)         2979.91   (f) ADJ UNCH    2 0
 HW2111
 HW2111.Superseded values are not recommended for survey control.
 HW2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2111.See file dsdata.txt to determine how the superseded data were derived.
 HW2111
 HW2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC947831(NAD 83)
 HW2111_MARKER: DB = BENCH MARK DISK
 HW2111_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2111_STAMPING: L 282 1962
 HW2111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2111
 HW2111  HISTORY     - Date     Condition        Report By
 HW2111  HISTORY     - 1962     MONUMENTED       CGS
 HW2111
 HW2111                          STATION DESCRIPTION
 HW2111
 HW2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2111'15.2 MI N FROM CHEAT BRIDGE.
 HW2111'ABOUT 8.15 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN MARYLAND
 HW2111'RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE,
 HW2111'THENCE ABOUT 4.0 MILES NORTHEAST ALONG MONONGAHELA NATIONAL FOREST
 HW2111'ROAD 49, THENCE 0.5 MILE SOUTHWEST ALONG FOREST SERVICE ROAD 92,
 HW2111'THENCE 2.6 MILES NORTH ALONG A WOODS ROAD, ABOUT 0.3 MILE NORTHWEST
 HW2111'OF A Y ROAD JUNCTION, SET ON TOP OF AN EMBEDDED ROCK THAT IS ABOUT
 HW2111'8-FOOT LONG AND 2 1/2 FOOT HIGH, 19 FEET SOUTHWEST OF THE CENTER
 HW2111'LINE OF THE ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1436 ***********************************************************************
 GX1436  DESIGNATION -  L 283
 GX1436  PID         -  GX1436
 GX1436  STATE/COUNTY-  WV/MERCER
 GX1436  USGS QUAD   -  BRAMWELL (1979)
 GX1436
 GX1436                         *CURRENT SURVEY CONTROL
 GX1436  ___________________________________________________________________
 GX1436* NAD 83(1986)-  37 15 27.     (N)    081 15 27.     (W)     SCALED    
 GX1436* NAVD 88     -       744.547  (meters)    2442.73   (feet)  ADJUSTED  
 GX1436  ___________________________________________________________________
 GX1436  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GX1436  DYNAMIC HT  -         743.881 (meters)    2440.55  (feet)  COMP
 GX1436  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 GX1436
 GX1436  VERT ORDER  -  FIRST     CLASS II
 GX1436
 GX1436.The horizontal coordinates were scaled from a topographic map and have
 GX1436.an estimated accuracy of +/- 6 seconds.
 GX1436
 GX1436.The orthometric height was determined by differential leveling
 GX1436.and adjusted by the National Geodetic Survey in June 1991..
 GX1436
 GX1436.The geoid height was determined by GEOID03.
 GX1436
 GX1436.The dynamic height is computed by dividing the NAVD 88
 GX1436.geopotential number by the normal gravity value computed on the
 GX1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1436.degrees latitude (g = 980.6199 gals.).
 GX1436
 GX1436.The modeled gravity was interpolated from observed gravity values.
 GX1436
 GX1436;                    North         East    Units  Estimated Accuracy
 GX1436;SPC WV S     -    28,610.      577,160.      MT  (+/- 180 meters Scaled)
 GX1436
 GX1436                          SUPERSEDED SURVEY CONTROL
 GX1436
 GX1436  NGVD 29 (??/??/92)  744.644  (m)         2443.05   (f) ADJ UNCH    1 2
 GX1436
 GX1436.Superseded values are not recommended for survey control.
 GX1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1436.See file dsdata.txt to determine how the superseded data were derived.
 GX1436
 GX1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB771234(NAD 83)
 GX1436_MARKER: DB = BENCH MARK DISK
 GX1436_SETTING: 66 = SET IN ROCK OUTCROP
 GX1436_SP_SET: ROCK CUT
 GX1436_STAMPING: L 283 1965
 GX1436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1436+STABILITY: POSITION/ELEVATION WELL
 GX1436
 GX1436  HISTORY     - Date     Condition        Report By
 GX1436  HISTORY     - 1965     MONUMENTED       CGS
 GX1436
 GX1436                          STATION DESCRIPTION
 GX1436
 GX1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1436'AT BLUEFIELD.
 GX1436'AT BLUEFIELD, ABOUT 2.3 MILES WEST ALONG THE NORFOLK AND WESTERN
 GX1436'RAILWAY FROM THE STATION, ABOUT 0.9 MILE EAST OF THE OVERPASS
 GX1436'OF STATE HIGHWAY 102 AT BLUEFIELD, VIRGINIA, 32 YARDS EAST OF
 GX1436'THE VIRGINIA-WEST VIRGINIA STATE LINE, 0.35 MILE WEST OF MILEPOST
 GX1436'N-365, SET VERTICALLY IN THE SOUTH FACE OF THE WEST END OF A
 GX1436'ROCK CUT THAT IS ABOUT 150 FEET LONG AND 15 FEET HIGH, 11 FEET
 GX1436'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 26 FEET EAST OF THE
 GX1436'WEST END OF THE ROCK AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1410 ***********************************************************************
 GX1410  DESIGNATION -  L 284
 GX1410  PID         -  GX1410
 GX1410  STATE/COUNTY-  WV/MERCER
 GX1410  USGS QUAD   -  BLUEFIELD (1979)
 GX1410
 GX1410                         *CURRENT SURVEY CONTROL
 GX1410  ___________________________________________________________________
 GX1410* NAD 83(1986)-  37 17 52.     (N)    081 07 52.     (W)     SCALED    
 GX1410* NAVD 88     -       665.854  (meters)    2184.56   (feet)  ADJUSTED  
 GX1410  ___________________________________________________________________
 GX1410  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX1410  DYNAMIC HT  -         665.263 (meters)    2182.62  (feet)  COMP
 GX1410  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GX1410
 GX1410  VERT ORDER  -  FIRST     CLASS II
 GX1410
 GX1410.The horizontal coordinates were scaled from a topographic map and have
 GX1410.an estimated accuracy of +/- 6 seconds.
 GX1410
 GX1410.The orthometric height was determined by differential leveling
 GX1410.and adjusted by the National Geodetic Survey in June 1991..
 GX1410
 GX1410.The geoid height was determined by GEOID03.
 GX1410
 GX1410.The dynamic height is computed by dividing the NAVD 88
 GX1410.geopotential number by the normal gravity value computed on the
 GX1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1410.degrees latitude (g = 980.6199 gals.).
 GX1410
 GX1410.The modeled gravity was interpolated from observed gravity values.
 GX1410
 GX1410;                    North         East    Units  Estimated Accuracy
 GX1410;SPC WV S     -    33,060.      588,380.      MT  (+/- 180 meters Scaled)
 GX1410
 GX1410                          SUPERSEDED SURVEY CONTROL
 GX1410
 GX1410  NGVD 29 (??/??/92)  665.964  (m)         2184.92   (f) ADJ UNCH    1 2
 GX1410
 GX1410.Superseded values are not recommended for survey control.
 GX1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1410.See file dsdata.txt to determine how the superseded data were derived.
 GX1410
 GX1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB883279(NAD 83)
 GX1410_MARKER: DB = BENCH MARK DISK
 GX1410_SETTING: 66 = SET IN ROCK OUTCROP
 GX1410_SP_SET: ROCK CUT
 GX1410_STAMPING: L 284 1965
 GX1410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1410+STABILITY: POSITION/ELEVATION WELL
 GX1410
 GX1410  HISTORY     - Date     Condition        Report By
 GX1410  HISTORY     - 1965     MONUMENTED       CGS
 GX1410  HISTORY     - 1980     GOOD             LOCSUR
 GX1410  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1410
 GX1410                          STATION DESCRIPTION
 GX1410
 GX1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1410'5.4 MI E FROM BLUEFIELD.
 GX1410'ABOUT 5.4 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1410'FROM THE STATION AT BLUEFIELD, ABOUT 0.3 MILE EAST OF MILEPOST
 GX1410'N-358, ABOUT 0.15 MILE EAST OF A GRAVELED ROAD CROSSING, SET
 GX1410'VERTICALLY IN THE SOUTHWEST FACE OF A V SHAPED ROCK THAT IS AT
 GX1410'THE BASE OF A LONG ROCK CUT ABOUT 30 FEET HIGH, 40 FEET EAST OF
 GX1410'THE WEST END OF THE CUT, 19.2 FEET NORTH OF THE NORTH RAIL
 GX1410'OF THE WESTBOUND TRACK, 3 FEET NORTHWEST OF THE SOUTH CORNER
 GX1410'OF THE ROCK, AND ABOUT 2 FEET ABOVE THE GROUND AND THE TRACK.
 GX1410
 GX1410                          STATION RECOVERY (1980)
 GX1410
 GX1410'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1410'RECOVERED IN GOOD CONDITION.
 GX1410
 GX1410                          STATION RECOVERY (1984)
 GX1410
 GX1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1410'NOT RECOVERED, INACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1938 ***********************************************************************
 HW1938  DESIGNATION -  L 3
 HW1938  PID         -  HW1938
 HW1938  STATE/COUNTY-  WV/POCAHONTAS
 HW1938  USGS QUAD   -  DURBIN (1995)
 HW1938
 HW1938                         *CURRENT SURVEY CONTROL
 HW1938  ___________________________________________________________________
 HW1938* NAD 83(1986)-  38 33 52.     (N)    079 49 17.     (W)     SCALED    
 HW1938* NAVD 88     -       849.242  (meters)    2786.22   (feet)  POSTED    
 HW1938  ___________________________________________________________________
 HW1938  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HW1938  DYNAMIC HT  -         848.560 (meters)    2783.98  (feet)  COMP
 HW1938  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 HW1938
 HW1938  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HW1938
 HW1938.The horizontal coordinates were scaled from a topographic map and have
 HW1938.an estimated accuracy of +/- 6 seconds.
 HW1938
 HW1938.The orthometric height was determined by differential leveling
 HW1938.and adjusted by the National Geodetic Survey in 1992..
 HW1938.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HW1938.rate of 2.1 thru 3.0 mm/km.
 HW1938
 HW1938.The geoid height was determined by GEOID03.
 HW1938
 HW1938.The dynamic height is computed by dividing the NAVD 88
 HW1938.geopotential number by the normal gravity value computed on the
 HW1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1938.degrees latitude (g = 980.6199 gals.).
 HW1938
 HW1938.The modeled gravity was interpolated from observed gravity values.
 HW1938
 HW1938;                    North         East    Units  Estimated Accuracy
 HW1938;SPC WV S     -   174,290.      702,710.      MT  (+/- 180 meters Scaled)
 HW1938
 HW1938                          SUPERSEDED SURVEY CONTROL
 HW1938
 HW1938  NGVD 29 (??/??/92)  849.303  (m)         2786.42   (f) ADJ UNCH    1 2
 HW1938
 HW1938.Superseded values are not recommended for survey control.
 HW1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1938.See file dsdata.txt to determine how the superseded data were derived.
 HW1938
 HW1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC026691(NAD 83)
 HW1938_MARKER: DB = BENCH MARK DISK
 HW1938_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1938_SP_SET: BRIDGE
 HW1938_STAMPING: L 3 1933
 HW1938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1938
 HW1938  HISTORY     - Date     Condition        Report By
 HW1938  HISTORY     - 1933     MONUMENTED       CGS
 HW1938  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1938
 HW1938                          STATION DESCRIPTION
 HW1938
 HW1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW1938'2.2 MI N FROM DURBIN.
 HW1938'2.2 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1938'UNION STATION AT DURBIN, POCAHONTAS COUNTY, 3-3/4 RAILS NORTH
 HW1938'OF MILEPOST E 45, AT A BRIDGE OVER A SMALL STREAM, IN THE TOP
 HW1938'OF THE NORTH END OF THE EAST ABUTMENT, 3 YARDS NORTH OF THE
 HW1938'CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.
 HW1938'A STANDARD DISK, STAMPED L 3 1933.
 HW1938
 HW1938                          STATION RECOVERY (1983)
 HW1938
 HW1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0110 ***********************************************************************
 GX0110  DESIGNATION -  L 30
 GX0110  PID         -  GX0110
 GX0110  STATE/COUNTY-  WV/MONROE
 GX0110  USGS QUAD   -  POTTS CREEK (1979)
 GX0110
 GX0110                         *CURRENT SURVEY CONTROL
 GX0110  ___________________________________________________________________
 GX0110* NAD 83(1986)-  37 36 28.     (N)    080 14 27.     (W)     SCALED    
 GX0110* NAVD 88     -       907.876  (meters)    2978.59   (feet)  ADJUSTED  
 GX0110  ___________________________________________________________________
 GX0110  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GX0110  DYNAMIC HT  -         907.059 (meters)    2975.91  (feet)  COMP
 GX0110  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 GX0110
 GX0110  VERT ORDER  -  SECOND    CLASS 0
 GX0110
 GX0110.The horizontal coordinates were scaled from a topographic map and have
 GX0110.an estimated accuracy of +/- 6 seconds.
 GX0110
 GX0110.The orthometric height was determined by differential leveling
 GX0110.and adjusted by the National Geodetic Survey in June 1991..
 GX0110
 GX0110.The geoid height was determined by GEOID03.
 GX0110
 GX0110.The dynamic height is computed by dividing the NAVD 88
 GX0110.geopotential number by the normal gravity value computed on the
 GX0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0110.degrees latitude (g = 980.6199 gals.).
 GX0110
 GX0110.The modeled gravity was interpolated from observed gravity values.
 GX0110
 GX0110;                    North         East    Units  Estimated Accuracy
 GX0110;SPC WV S     -    67,730.      667,030.      MT  (+/- 180 meters Scaled)
 GX0110
 GX0110                          SUPERSEDED SURVEY CONTROL
 GX0110
 GX0110  NGVD 29 (??/??/92)  907.995  (m)         2978.98   (f) ADJ UNCH    2 0
 GX0110
 GX0110.Superseded values are not recommended for survey control.
 GX0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0110.See file dsdata.txt to determine how the superseded data were derived.
 GX0110
 GX0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB670625(NAD 83)
 GX0110_MARKER: DB = BENCH MARK DISK
 GX0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0110_SP_SET: CULVERT
 GX0110_STAMPING: L 30 1935
 GX0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0110
 GX0110  HISTORY     - Date     Condition        Report By
 GX0110  HISTORY     - 1935     MONUMENTED       CGS
 GX0110  HISTORY     - 1944     GOOD             NGS
 GX0110  HISTORY     - 1963     GOOD             NGS
 GX0110
 GX0110                          STATION DESCRIPTION
 GX0110
 GX0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GX0110'3.1 MI S FROM SWEETSPRINGS.
 GX0110'3.1 MILES SOUTH ALONG STATE HIGHWAY 311 FROM THE POST OFFICE AT
 GX0110'SWEETSPRINGS, MONROE COUNTY, 2.9 MILES SOUTH OF THE JUNCTION OF
 GX0110'STATE HIGHWAY 3, ABOUT 150 YARDS NORTH OF THE WEST
 GX0110'VIRGINIA-VIRGINIA STATE LINE, 15 FEET EAST OF THE CENTERLINE OF THE
 GX0110'THE HIGHWAY, AT A 24-INCH METAL CULVERT UNDER THE HIGHWAY, IN THE
 GX0110'TOP OF THE EAST HEADWALL, AND 6 INCHES FROM THE SOUTH END OF THE
 GX0110'HEADWALL.  A STANDARD DISK, STAMPED L 30 1935.
 GX0110
 GX0110                          STATION RECOVERY (1963)
 GX0110
 GX0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0780 ***********************************************************************
 JW0780  DESIGNATION -  L 31
 JW0780  PID         -  JW0780
 JW0780  STATE/COUNTY-  WV/TUCKER
 JW0780  USGS QUAD   -  DAVIS (1995)
 JW0780
 JW0780                         *CURRENT SURVEY CONTROL
 JW0780  ___________________________________________________________________
 JW0780* NAD 83(1986)-  39 10 20.     (N)    079 29 33.     (W)     SCALED    
 JW0780* NAVD 88     -       909.916  (meters)    2985.28   (feet)  ADJUSTED  
 JW0780  ___________________________________________________________________
 JW0780  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 JW0780  DYNAMIC HT  -         909.243 (meters)    2983.07  (feet)  COMP
 JW0780  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 JW0780
 JW0780  VERT ORDER  -  SECOND    CLASS 0
 JW0780
 JW0780.The horizontal coordinates were scaled from a topographic map and have
 JW0780.an estimated accuracy of +/- 6 seconds.
 JW0780
 JW0780.The orthometric height was determined by differential leveling
 JW0780.and adjusted by the National Geodetic Survey in June 1991..
 JW0780
 JW0780.The geoid height was determined by GEOID03.
 JW0780
 JW0780.The dynamic height is computed by dividing the NAVD 88
 JW0780.geopotential number by the normal gravity value computed on the
 JW0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0780.degrees latitude (g = 980.6199 gals.).
 JW0780
 JW0780.The modeled gravity was interpolated from observed gravity values.
 JW0780
 JW0780;                    North         East    Units  Estimated Accuracy
 JW0780;SPC WV N     -    74,630.      600,650.      MT  (+/- 180 meters Scaled)
 JW0780
 JW0780                          SUPERSEDED SURVEY CONTROL
 JW0780
 JW0780  NGVD 29 (??/??/92)  910.018  (m)         2985.62   (f) ADJ UNCH    2 0
 JW0780
 JW0780.Superseded values are not recommended for survey control.
 JW0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0780.See file dsdata.txt to determine how the superseded data were derived.
 JW0780
 JW0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD302369(NAD 83)
 JW0780_MARKER: DB = BENCH MARK DISK
 JW0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0780_STAMPING: L 31 1935
 JW0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0780+STABILITY: SURFACE MOTION
 JW0780
 JW0780  HISTORY     - Date     Condition        Report By
 JW0780  HISTORY     - 1935     MONUMENTED       CGS
 JW0780
 JW0780                          STATION DESCRIPTION
 JW0780
 JW0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0780'AT THOMAS.
 JW0780'AT THOMAS, TUCKER COUNTY, ON THE WESTERN MARYLAND RAILWAY, 279
 JW0780'FEET NORTH OF THE STATION SIGN, 249 FEET NORTH OF THE CENTER OF THE
 JW0780'CROSSING OF U.S. HIGHWAY 219, 30 FEET WEST OF THE CENTERLINE OF
 JW0780'THE WEST MAIN TRACK, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD
 JW0780'DISK, STAMPED L 31 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2964 ***********************************************************************
 KY2964  DESIGNATION -  L 312
 KY2964  PID         -  KY2964
 KY2964  STATE/COUNTY-  WV/HANCOCK
 KY2964  USGS QUAD   -  WEIRTON (1994)
 KY2964
 KY2964                         *CURRENT SURVEY CONTROL
 KY2964  ___________________________________________________________________
 KY2964* NAD 83(1986)-  40 26 09.     (N)    080 35 39.     (W)     SCALED    
 KY2964* NAVD 88     -       224.472  (meters)     736.46   (feet)  ADJUSTED  
 KY2964  ___________________________________________________________________
 KY2964  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KY2964  DYNAMIC HT  -         224.356 (meters)     736.07  (feet)  COMP
 KY2964  MODELED GRAV-     980,101.8   (mgal)                       NAVD 88
 KY2964
 KY2964  VERT ORDER  -  FIRST     CLASS II
 KY2964
 KY2964.The horizontal coordinates were scaled from a topographic map and have
 KY2964.an estimated accuracy of +/- 6 seconds.
 KY2964
 KY2964.The orthometric height was determined by differential leveling
 KY2964.and adjusted by the National Geodetic Survey in June 1991..
 KY2964
 KY2964.The geoid height was determined by GEOID03.
 KY2964
 KY2964.The dynamic height is computed by dividing the NAVD 88
 KY2964.geopotential number by the normal gravity value computed on the
 KY2964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2964.degrees latitude (g = 980.6199 gals.).
 KY2964
 KY2964.The modeled gravity was interpolated from observed gravity values.
 KY2964
 KY2964;                    North         East    Units  Estimated Accuracy
 KY2964;SPC WV N     -   215,490.      507,160.      MT  (+/- 180 meters Scaled)
 KY2964
 KY2964                          SUPERSEDED SURVEY CONTROL
 KY2964
 KY2964.No superseded survey control is available for this station.
 KY2964
 KY2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE344762(NAD 83)
 KY2964_MARKER: DB = BENCH MARK DISK
 KY2964_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY2964_SP_SET: BRIDGE ABUTMENT
 KY2964_STAMPING: L 312 1983
 KY2964_MARK LOGO: NGS   
 KY2964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY2964+STABILITY: POSITION/ELEVATION WELL
 KY2964
 KY2964  HISTORY     - Date     Condition        Report By
 KY2964  HISTORY     - 1983     MONUMENTED       NGS
 KY2964
 KY2964                          STATION DESCRIPTION
 KY2964
 KY2964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2964'4.4 KM (2.75 MI) NORTH FROM WEIRTON.
 KY2964'4.4 KM (2.75 MI) NORTH ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF U.S.
 KY2964'HIGHWAY 22 IN WEIRTON TO THE MARK ON THE LEFT, IN TOP OF THE NORTHWEST
 KY2964'ABUTMENT OF THE HIGHWAY BRIDGE OVER KINGS CREEK, AT THE JUNCTION OF
 KY2964'KINGS CREEK ROAD, 5.85 METERS (19.2 FT) NORTHWEST OF THE CENTERLINE OF
 KY2964'THE HIGHWAY.
 KY2964'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1128 ***********************************************************************
 JW1128  DESIGNATION -  L 313
 JW1128  PID         -  JW1128
 JW1128  STATE/COUNTY-  WV/PRESTON
 JW1128  USGS QUAD   -  TERRA ALTA (1976)
 JW1128
 JW1128                         *CURRENT SURVEY CONTROL
 JW1128  ___________________________________________________________________
 JW1128* NAD 83(1986)-  39 26 56.     (N)    079 37 05.     (W)     SCALED    
 JW1128* NAVD 88     -       680.724  (meters)    2233.34   (feet)  ADJUSTED  
 JW1128  ___________________________________________________________________
 JW1128  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JW1128  DYNAMIC HT  -         680.277 (meters)    2231.88  (feet)  COMP
 JW1128  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 JW1128
 JW1128  VERT ORDER  -  FIRST     CLASS II
 JW1128
 JW1128.The horizontal coordinates were scaled from a topographic map and have
 JW1128.an estimated accuracy of +/- 6 seconds.
 JW1128
 JW1128.The orthometric height was determined by differential leveling
 JW1128.and adjusted by the National Geodetic Survey in June 1991..
 JW1128
 JW1128.The geoid height was determined by GEOID03.
 JW1128
 JW1128.The dynamic height is computed by dividing the NAVD 88
 JW1128.geopotential number by the normal gravity value computed on the
 JW1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1128.degrees latitude (g = 980.6199 gals.).
 JW1128
 JW1128.The modeled gravity was interpolated from observed gravity values.
 JW1128
 JW1128;                    North         East    Units  Estimated Accuracy
 JW1128;SPC WV N     -   105,350.      589,840.      MT  (+/- 180 meters Scaled)
 JW1128
 JW1128                          SUPERSEDED SURVEY CONTROL
 JW1128
 JW1128.No superseded survey control is available for this station.
 JW1128
 JW1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD189675(NAD 83)
 JW1128_MARKER: DB = BENCH MARK DISK
 JW1128_SETTING: 66 = SET IN ROCK OUTCROP
 JW1128_SP_SET: ROCK OUTCROP
 JW1128_STAMPING: L 313 1983
 JW1128_MARK LOGO: NGS   
 JW1128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1128+STABILITY: POSITION/ELEVATION WELL
 JW1128
 JW1128  HISTORY     - Date     Condition        Report By
 JW1128  HISTORY     - 1983     MONUMENTED       NGS
 JW1128  HISTORY     - 19951021 GOOD             USPSQD
 JW1128
 JW1128                          STATION DESCRIPTION
 JW1128
 JW1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1128'8.6 KM (5.35 MI) WEST FROM TERRA ALTA.
 JW1128'8.6 KM (5.35 MI) WEST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 JW1128'BRANDONVILLE TURNPIKE (COUNTY ROUTE 3) IN TERRA ALTA TO THE MARK ON
 JW1128'THE LEFT, IN TOP OF A 3.4 METER (11.0 FT) SQUARE EXPOSED BEDROCK,
 JW1128'FLUSH WITH THE GROUND, AT THE JUNCTION OF A JEEP TRAIL, 10.51 METERS
 JW1128'(34.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 29.71 METERS
 JW1128'(97.5 FT) EAST OF POWER POLE 929, B3-918, 1.82 METERS (6.0 FT)
 JW1128'NORTHEAST OF THE CENTER OF THE TRAIL.
 JW1128'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 JW1128'THE MARK IS 0.30 M ABOVE HIGHWAY.
 JW1128
 JW1128                          STATION RECOVERY (1995)
 JW1128
 JW1128'RECOVERY NOTE BY US POWER SQUADRON 1995
 JW1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1734 ***********************************************************************
 JX1734  DESIGNATION -  L 314
 JX1734  PID         -  JX1734
 JX1734  STATE/COUNTY-  WV/WOOD
 JX1734  USGS QUAD   -  KANAWHA (1989)
 JX1734
 JX1734                         *CURRENT SURVEY CONTROL
 JX1734  ___________________________________________________________________
 JX1734* NAD 83(1986)-  39 14 31.     (N)    081 24 04.     (W)     SCALED    
 JX1734* NAVD 88     -       221.470  (meters)     726.61   (feet)  ADJUSTED  
 JX1734  ___________________________________________________________________
 JX1734  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX1734  DYNAMIC HT  -         221.333 (meters)     726.16  (feet)  COMP
 JX1734  MODELED GRAV-     980,005.1   (mgal)                       NAVD 88
 JX1734
 JX1734  VERT ORDER  -  FIRST     CLASS II
 JX1734
 JX1734.The horizontal coordinates were scaled from a topographic map and have
 JX1734.an estimated accuracy of +/- 6 seconds.
 JX1734
 JX1734.The orthometric height was determined by differential leveling
 JX1734.and adjusted by the National Geodetic Survey in June 1991..
 JX1734
 JX1734.The geoid height was determined by GEOID03.
 JX1734
 JX1734.The dynamic height is computed by dividing the NAVD 88
 JX1734.geopotential number by the normal gravity value computed on the
 JX1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1734.degrees latitude (g = 980.6199 gals.).
 JX1734
 JX1734.The modeled gravity was interpolated from observed gravity values.
 JX1734
 JX1734;                    North         East    Units  Estimated Accuracy
 JX1734;SPC WV N     -    84,110.      435,890.      MT  (+/- 180 meters Scaled)
 JX1734
 JX1734                          SUPERSEDED SURVEY CONTROL
 JX1734
 JX1734.No superseded survey control is available for this station.
 JX1734
 JX1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD653437(NAD 83)
 JX1734_MARKER: DB = BENCH MARK DISK
 JX1734_SETTING: 66 = SET IN ROCK OUTCROP
 JX1734_SP_SET: ROCK OUTCROP
 JX1734_STAMPING: L 314 1983
 JX1734_MARK LOGO: NGS   
 JX1734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1734+STABILITY: POSITION/ELEVATION WELL
 JX1734
 JX1734  HISTORY     - Date     Condition        Report By
 JX1734  HISTORY     - 1983     MONUMENTED       NGS
 JX1734
 JX1734                          STATION DESCRIPTION
 JX1734
 JX1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1734'10.6 KM (6.6 MI) EAST FROM PARKERSBURG.
 JX1734'10.6 KM (6.6 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1734'INTERSTATE 77 IN PARKERSBURG TO THE MARK ON THE LEFT, 13.2 METERS
 JX1734'(43.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 JX1734'HIGHWAY, 12.9 METERS (42.5 FT) WEST-NORTHWEST OF THE WEST END OF A
 JX1734'GUARDRAIL.
 JX1734'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 JX1734'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1794 ***********************************************************************
 JX1794  DESIGNATION -  L 315
 JX1794  PID         -  JX1794
 JX1794  STATE/COUNTY-  WV/MARION
 JX1794  USGS QUAD   -  FAIRMONT EAST (1976)
 JX1794
 JX1794                         *CURRENT SURVEY CONTROL
 JX1794  ___________________________________________________________________
 JX1794* NAD 83(1986)-  39 25 00.     (N)    080 03 46.     (W)     SCALED    
 JX1794* NAVD 88     -       509.742  (meters)    1672.38   (feet)  ADJUSTED  
 JX1794  ___________________________________________________________________
 JX1794  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JX1794  DYNAMIC HT  -         509.420 (meters)    1671.32  (feet)  COMP
 JX1794  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 JX1794
 JX1794  VERT ORDER  -  FIRST     CLASS II
 JX1794
 JX1794.The horizontal coordinates were scaled from a topographic map and have
 JX1794.an estimated accuracy of +/- 6 seconds.
 JX1794
 JX1794.The orthometric height was determined by differential leveling
 JX1794.and adjusted by the National Geodetic Survey in June 1991..
 JX1794
 JX1794.The geoid height was determined by GEOID03.
 JX1794
 JX1794.The dynamic height is computed by dividing the NAVD 88
 JX1794.geopotential number by the normal gravity value computed on the
 JX1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1794.degrees latitude (g = 980.6199 gals.).
 JX1794
 JX1794.The modeled gravity was interpolated from observed gravity values.
 JX1794
 JX1794;                    North         East    Units  Estimated Accuracy
 JX1794;SPC WV N     -   101,920.      551,540.      MT  (+/- 180 meters Scaled)
 JX1794
 JX1794                          SUPERSEDED SURVEY CONTROL
 JX1794
 JX1794.No superseded survey control is available for this station.
 JX1794
 JX1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND806634(NAD 83)
 JX1794_MARKER: DB = BENCH MARK DISK
 JX1794_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JX1794+WITH SETTING: PAVEMENT
 JX1794_SP_SET: FOUNDATION
 JX1794_STAMPING: L 315 1983
 JX1794_MARK LOGO: NGS   
 JX1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1794+STABILITY: SURFACE MOTION
 JX1794
 JX1794  HISTORY     - Date     Condition        Report By
 JX1794  HISTORY     - 1983     MONUMENTED       NGS
 JX1794
 JX1794                          STATION DESCRIPTION
 JX1794
 JX1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1794'12.8 KM (7.95 MI) NORTH FROM GRAFTON.
 JX1794'12.6 KM (7.8 MI) NORTH ALONG STATE HIGHWAY 310 FROM THE JUNCTION OF
 JX1794'U.S. HIGHWAY 50 IN GRAFTON, THENCE 0.2 KM (0.15 MI) EAST-NORTHEAST
 JX1794'ALONG A GRAVEL ROAD LEADING TO THE VANDERGIFT PET CEMETERY AND THE
 JX1794'VALLEY FALLS PUBLIC SERVICE WATER TANK, IN TOP OF THE NORTHWEST CORNER
 JX1794'OF THE CONCRETE FOUNDATION OF THE MAIN WATER GATE VALVE FOR THE TANK,
 JX1794'1.31 METERS (4.3 FT) NORTH OF THE NORTH FACE OF THE WATER TANK,
 JX1794'2.74 METERS (9.0 FT) NORTHEAST OF THE IRON LADDER OF THE WATER TANK.
 JX1794'NOTE--THIS MARK WAS SET AT THE REQUEST OF MR. J.R.P. SMITH,
 JX1794'REPRESENTATIVE OF THE VALLEY FALLS PUBLIC SERVICE DISTRICT, RT 6, BOX
 JX1794'178, FAIRMONT, WV 26554.
 JX1794'THE MARK IS 0.3 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1687 ***********************************************************************
 JX1687  DESIGNATION -  L 316
 JX1687  PID         -  JX1687
 JX1687  STATE/COUNTY-  WV/WETZEL
 JX1687  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX1687
 JX1687                         *CURRENT SURVEY CONTROL
 JX1687  ___________________________________________________________________
 JX1687* NAD 83(1986)-  39 40 51.     (N)    080 51 26.     (W)     SCALED    
 JX1687* NAVD 88     -       203.510  (meters)     667.68   (feet)  ADJUSTED  
 JX1687  ___________________________________________________________________
 JX1687  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX1687  DYNAMIC HT  -         203.394 (meters)     667.30  (feet)  COMP
 JX1687  MODELED GRAV-     980,054.0   (mgal)                       NAVD 88
 JX1687
 JX1687  VERT ORDER  -  FIRST     CLASS II
 JX1687
 JX1687.The horizontal coordinates were scaled from a topographic map and have
 JX1687.an estimated accuracy of +/- 6 seconds.
 JX1687
 JX1687.The orthometric height was determined by differential leveling
 JX1687.and adjusted by the National Geodetic Survey in June 1991..
 JX1687
 JX1687.The geoid height was determined by GEOID03.
 JX1687
 JX1687.The dynamic height is computed by dividing the NAVD 88
 JX1687.geopotential number by the normal gravity value computed on the
 JX1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1687.degrees latitude (g = 980.6199 gals.).
 JX1687
 JX1687.The modeled gravity was interpolated from observed gravity values.
 JX1687
 JX1687;                    North         East    Units  Estimated Accuracy
 JX1687;SPC WV N     -   131,970.      483,580.      MT  (+/- 180 meters Scaled)
 JX1687
 JX1687                          SUPERSEDED SURVEY CONTROL
 JX1687
 JX1687.No superseded survey control is available for this station.
 JX1687
 JX1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND122923(NAD 83)
 JX1687_MARKER: I = METAL ROD
 JX1687_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1687_SP_SET: STAINLESS STEEL ROD
 JX1687_STAMPING: L 316 1983
 JX1687_MARK LOGO: NGS   
 JX1687_PROJECTION: FLUSH
 JX1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1687_ROD/PIPE-DEPTH: 24.2 meters
 JX1687
 JX1687  HISTORY     - Date     Condition        Report By
 JX1687  HISTORY     - 1983     MONUMENTED       NGS
 JX1687
 JX1687                          STATION DESCRIPTION
 JX1687
 JX1687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1687'IN NEW MARTINSVILLE.
 JX1687'IN NEW MARTINSVILLE, ALONG STATE HIGHWAY 2, AT THE SOUTH SIDE OF A
 JX1687'BRICK PLANTER SIGN (NEW MARTINSVILLE SCHOOL), 16.76 METERS (55.0 FT)
 JX1687'EAST OF THE EAST CURB OF THE HIGHWAY, 26.52 METERS (87.0 FT) SOUTHEAST
 JX1687'OF UTILITY POLE 1391 WITH A BRACE POLE, 17.62 METERS (57.8 FT) WEST OF
 JX1687'THE ENTRANCE STEP TO THE SCHOOL, 0.85 METER (2.8 FT) SOUTH OF THE
 JX1687'BRICK PLANTER WITH THE SIGN.
 JX1687'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1109 ***********************************************************************
 JW1109  DESIGNATION -  L 317
 JW1109  PID         -  JW1109
 JW1109  STATE/COUNTY-  WV/PRESTON
 JW1109  USGS QUAD   -  FELLOWSVILLE (1976)
 JW1109
 JW1109                         *CURRENT SURVEY CONTROL
 JW1109  ___________________________________________________________________
 JW1109* NAD 83(1986)-  39 19 02.     (N)    079 48 20.     (W)     SCALED    
 JW1109* NAVD 88     -       463.166  (meters)    1519.57   (feet)  ADJUSTED  
 JW1109  ___________________________________________________________________
 JW1109  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JW1109  DYNAMIC HT  -         462.865 (meters)    1518.58  (feet)  COMP
 JW1109  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 JW1109
 JW1109  VERT ORDER  -  FIRST     CLASS II
 JW1109
 JW1109.The horizontal coordinates were scaled from a topographic map and have
 JW1109.an estimated accuracy of +/- 6 seconds.
 JW1109
 JW1109.The orthometric height was determined by differential leveling
 JW1109.and adjusted by the National Geodetic Survey in June 1991..
 JW1109
 JW1109.The geoid height was determined by GEOID03.
 JW1109
 JW1109.The dynamic height is computed by dividing the NAVD 88
 JW1109.geopotential number by the normal gravity value computed on the
 JW1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1109.degrees latitude (g = 980.6199 gals.).
 JW1109
 JW1109.The modeled gravity was interpolated from observed gravity values.
 JW1109
 JW1109;                    North         East    Units  Estimated Accuracy
 JW1109;SPC WV N     -    90,770.      573,650.      MT  (+/- 180 meters Scaled)
 JW1109
 JW1109                          SUPERSEDED SURVEY CONTROL
 JW1109
 JW1109.No superseded survey control is available for this station.
 JW1109
 JW1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD029526(NAD 83)
 JW1109_MARKER: DB = BENCH MARK DISK
 JW1109_SETTING: 66 = SET IN ROCK OUTCROP
 JW1109_SP_SET: ROCK OUTCROP
 JW1109_STAMPING: L 317 1983
 JW1109_MARK LOGO: NGS   
 JW1109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1109+STABILITY: POSITION/ELEVATION WELL
 JW1109
 JW1109  HISTORY     - Date     Condition        Report By
 JW1109  HISTORY     - 1983     MONUMENTED       NGS
 JW1109
 JW1109                          STATION DESCRIPTION
 JW1109
 JW1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1109'19.0 KM (11.8 MI) SW FROM ROWLESBURG.
 JW1109'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1109'ELEMENTARY SCHOOL IN ROWLESBURG, THENCE 14.2 KM (8.8 MI) WEST ALONG
 JW1109'U.S. HIGHWAY 50 TO THE MARK ON THE RIGHT, IN TOP OF THE BASE OF A ROCK
 JW1109'LEDGE, 6.10 METERS (20.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 JW1109'22.33 METERS (70.0 FT) EAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING
 JW1109'NORTH-NORTHWEST.
 JW1109'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 JW1109'THE MARK IS 1.06 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1758 ***********************************************************************
 JX1758  DESIGNATION -  L 319
 JX1758  PID         -  JX1758
 JX1758  STATE/COUNTY-  WV/DODDRIDGE
 JX1758  USGS QUAD   -  SMITHBURG (1976)
 JX1758
 JX1758                         *CURRENT SURVEY CONTROL
 JX1758  ___________________________________________________________________
 JX1758* NAD 83(1986)-  39 17 00.     (N)    080 39 47.     (W)     SCALED    
 JX1758* NAVD 88     -       260.680  (meters)     855.25   (feet)  ADJUSTED  
 JX1758  ___________________________________________________________________
 JX1758  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JX1758  DYNAMIC HT  -         260.521 (meters)     854.73  (feet)  COMP
 JX1758  MODELED GRAV-     980,011.8   (mgal)                       NAVD 88
 JX1758
 JX1758  VERT ORDER  -  FIRST     CLASS II
 JX1758
 JX1758.The horizontal coordinates were scaled from a topographic map and have
 JX1758.an estimated accuracy of +/- 6 seconds.
 JX1758
 JX1758.The orthometric height was determined by differential leveling
 JX1758.and adjusted by the National Geodetic Survey in June 1991..
 JX1758
 JX1758.The geoid height was determined by GEOID03.
 JX1758
 JX1758.The dynamic height is computed by dividing the NAVD 88
 JX1758.geopotential number by the normal gravity value computed on the
 JX1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1758.degrees latitude (g = 980.6199 gals.).
 JX1758
 JX1758.The modeled gravity was interpolated from observed gravity values.
 JX1758
 JX1758;                    North         East    Units  Estimated Accuracy
 JX1758;SPC WV N     -    87,610.      499,660.      MT  (+/- 180 meters Scaled)
 JX1758
 JX1758                          SUPERSEDED SURVEY CONTROL
 JX1758
 JX1758.No superseded survey control is available for this station.
 JX1758
 JX1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND290482(NAD 83)
 JX1758_MARKER: DB = BENCH MARK DISK
 JX1758_SETTING: 66 = SET IN ROCK OUTCROP
 JX1758_SP_SET: ROCK OUTCROP
 JX1758_STAMPING: L 319 1983
 JX1758_MARK LOGO: NGS   
 JX1758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1758+STABILITY: POSITION/ELEVATION WELL
 JX1758
 JX1758  HISTORY     - Date     Condition        Report By
 JX1758  HISTORY     - 1983     MONUMENTED       NGS
 JX1758
 JX1758                          STATION DESCRIPTION
 JX1758
 JX1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1758'9.2 KM (5.75 MI) WEST FROM SALEM.
 JX1758'9.2 KM (5.75 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1758'HIGHWAY 23 AT THE NORTH EDGE OF SALEM TO THE MARK ON THE RIGHT,
 JX1758'12.3 METERS (40.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF
 JX1758'THE HIGHWAY.
 JX1758'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 JX1758'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0720 ***********************************************************************
 JW0720  DESIGNATION -  L 32
 JW0720  PID         -  JW0720
 JW0720  STATE/COUNTY-  WV/GRANT
 JW0720  USGS QUAD   -  GREENLAND GAP (1981)
 JW0720
 JW0720                         *CURRENT SURVEY CONTROL
 JW0720  ___________________________________________________________________
 JW0720* NAD 83(1986)-  39 13 02.     (N)    079 12 32.     (W)     SCALED    
 JW0720* NAVD 88     -       909.784  (meters)    2984.85   (feet)  ADJUSTED  
 JW0720  ___________________________________________________________________
 JW0720  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JW0720  DYNAMIC HT  -         909.125 (meters)    2982.69  (feet)  COMP
 JW0720  MODELED GRAV-     979,870.6   (mgal)                       NAVD 88
 JW0720
 JW0720  VERT ORDER  -  SECOND    CLASS 0
 JW0720
 JW0720.The horizontal coordinates were scaled from a topographic map and have
 JW0720.an estimated accuracy of +/- 6 seconds.
 JW0720
 JW0720.The orthometric height was determined by differential leveling
 JW0720.and adjusted by the National Geodetic Survey in June 1991..
 JW0720
 JW0720.The geoid height was determined by GEOID03.
 JW0720
 JW0720.The dynamic height is computed by dividing the NAVD 88
 JW0720.geopotential number by the normal gravity value computed on the
 JW0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0720.degrees latitude (g = 980.6199 gals.).
 JW0720
 JW0720.The modeled gravity was interpolated from observed gravity values.
 JW0720
 JW0720;                    North         East    Units  Estimated Accuracy
 JW0720;SPC WV N     -    79,660.      625,140.      MT  (+/- 180 meters Scaled)
 JW0720
 JW0720                          SUPERSEDED SURVEY CONTROL
 JW0720
 JW0720  NGVD 29 (??/??/92)  909.907  (m)         2985.25   (f) ADJ UNCH    2 0
 JW0720
 JW0720.Superseded values are not recommended for survey control.
 JW0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0720.See file dsdata.txt to determine how the superseded data were derived.
 JW0720
 JW0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD546424(NAD 83)
 JW0720_MARKER: DB = BENCH MARK DISK
 JW0720_SETTING: 80 = SET IN A BOULDER
 JW0720_SP_SET: BOULDER
 JW0720_STAMPING: L 32 1935
 JW0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0720+STABILITY: SURFACE MOTION
 JW0720
 JW0720  HISTORY     - Date     Condition        Report By
 JW0720  HISTORY     - 1935     MONUMENTED       CGS
 JW0720  HISTORY     - 1962     GOOD             NGS
 JW0720
 JW0720                          STATION DESCRIPTION
 JW0720
 JW0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0720'4.6 MI SE FROM MOUNT STORM.
 JW0720'ABOUT 4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 42 FROM THE JUNCTION
 JW0720'WITH U.S. HIGHWAY 50 AT MOUNT STORM, GRANT COUNTY, AT THE SUMMIT
 JW0720'OF ALLEGHANY FRONT, 45 FEET SOUTHEAST OF THE ALLEGHANY FRONT
 JW0720'ELEVATION 2986 SIGN, IN THE TOP OF A LARGE BOULDER, 48 FEET
 JW0720'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 JW0720'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED L 32 1935.
 JW0720'NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT NOT RECOVERED IN
 JW0720'JANUARY 1941.
 JW0720
 JW0720                          STATION RECOVERY (1962)
 JW0720
 JW0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JW0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1782 ***********************************************************************
 JX1782  DESIGNATION -  L 320
 JX1782  PID         -  JX1782
 JX1782  STATE/COUNTY-  WV/TAYLOR
 JX1782  USGS QUAD   -  GRAFTON (1976)
 JX1782
 JX1782                         *CURRENT SURVEY CONTROL
 JX1782  ___________________________________________________________________
 JX1782* NAD 83(1986)-  39 19 58.     (N)    080 04 38.     (W)     SCALED    
 JX1782* NAVD 88     -       361.503  (meters)    1186.03   (feet)  ADJUSTED  
 JX1782  ___________________________________________________________________
 JX1782  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JX1782  DYNAMIC HT  -         361.277 (meters)    1185.29  (feet)  COMP
 JX1782  MODELED GRAV-     979,992.4   (mgal)                       NAVD 88
 JX1782
 JX1782  VERT ORDER  -  FIRST     CLASS II
 JX1782
 JX1782.The horizontal coordinates were scaled from a topographic map and have
 JX1782.an estimated accuracy of +/- 6 seconds.
 JX1782
 JX1782.The orthometric height was determined by differential leveling
 JX1782.and adjusted by the National Geodetic Survey in June 1991..
 JX1782
 JX1782.The geoid height was determined by GEOID03.
 JX1782
 JX1782.The dynamic height is computed by dividing the NAVD 88
 JX1782.geopotential number by the normal gravity value computed on the
 JX1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1782.degrees latitude (g = 980.6199 gals.).
 JX1782
 JX1782.The modeled gravity was interpolated from observed gravity values.
 JX1782
 JX1782;                    North         East    Units  Estimated Accuracy
 JX1782;SPC WV N     -    92,610.      550,240.      MT  (+/- 180 meters Scaled)
 JX1782
 JX1782                          SUPERSEDED SURVEY CONTROL
 JX1782
 JX1782.No superseded survey control is available for this station.
 JX1782
 JX1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND795541(NAD 83)
 JX1782_MARKER: DB = BENCH MARK DISK
 JX1782_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1782_SP_SET: HEADWALL
 JX1782_STAMPING: L 320 1983
 JX1782_MARK LOGO: NGS   
 JX1782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1782+STABILITY: POSITION/ELEVATION WELL
 JX1782
 JX1782  HISTORY     - Date     Condition        Report By
 JX1782  HISTORY     - 1983     MONUMENTED       NGS
 JX1782
 JX1782                          STATION DESCRIPTION
 JX1782
 JX1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1782'3.9 KM (2.45 MI) WEST FROM GRAFTON.
 JX1782'3.7 KM (2.35 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE BRIDGE OVER
 JX1782'TYGART RIVER IN GRAFTON, THENCE 0.2 KM (0.1 MI) SOUTHEAST ALONG U.S.
 JX1782'HIGHWAY 250 TO THE MARK ON THE RIGHT, IN THE HEADWALL OF A BRIDGE ON
 JX1782'BEDROCK, IN THE SMALL VILLAGE OF PRUNTYTOWN, 5.4 METERS (18.0 FT)
 JX1782'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.7 METERS (19.0 FT)
 JX1782'NORTHWEST OF THE CENTER OF A STREET.
 JX1782'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 JX1782'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1819 ***********************************************************************
 JX1819  DESIGNATION -  L 322
 JX1819  PID         -  JX1819
 JX1819  STATE/COUNTY-  WV/BARBOUR
 JX1819  USGS QUAD   -  PHILIPPI (1977)
 JX1819
 JX1819                         *CURRENT SURVEY CONTROL
 JX1819  ___________________________________________________________________
 JX1819* NAD 83(1986)-  39 08 33.     (N)    080 01 52.     (W)     SCALED    
 JX1819* NAVD 88     -       407.460  (meters)    1336.81   (feet)  ADJUSTED  
 JX1819  ___________________________________________________________________
 JX1819  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JX1819  DYNAMIC HT  -         407.191 (meters)    1335.93  (feet)  COMP
 JX1819  MODELED GRAV-     979,954.9   (mgal)                       NAVD 88
 JX1819
 JX1819  VERT ORDER  -  FIRST     CLASS II
 JX1819
 JX1819.The horizontal coordinates were scaled from a topographic map and have
 JX1819.an estimated accuracy of +/- 6 seconds.
 JX1819
 JX1819.The orthometric height was determined by differential leveling
 JX1819.and adjusted by the National Geodetic Survey in June 1991..
 JX1819
 JX1819.The geoid height was determined by GEOID03.
 JX1819
 JX1819.The dynamic height is computed by dividing the NAVD 88
 JX1819.geopotential number by the normal gravity value computed on the
 JX1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1819.degrees latitude (g = 980.6199 gals.).
 JX1819
 JX1819.The modeled gravity was interpolated from observed gravity values.
 JX1819
 JX1819;                    North         East    Units  Estimated Accuracy
 JX1819;SPC WV N     -    71,460.      554,090.      MT  (+/- 180 meters Scaled)
 JX1819
 JX1819                          SUPERSEDED SURVEY CONTROL
 JX1819
 JX1819.No superseded survey control is available for this station.
 JX1819
 JX1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND837330(NAD 83)
 JX1819_MARKER: DB = BENCH MARK DISK
 JX1819_SETTING: 66 = SET IN ROCK OUTCROP
 JX1819_SP_SET: ROCK OUTCROP
 JX1819_STAMPING: L 322 1983
 JX1819_MARK LOGO: NGS   
 JX1819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1819+STABILITY: POSITION/ELEVATION WELL
 JX1819
 JX1819  HISTORY     - Date     Condition        Report By
 JX1819  HISTORY     - 1983     MONUMENTED       NGS
 JX1819
 JX1819                          STATION DESCRIPTION
 JX1819
 JX1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1819'1.1 KM (0.7 MI) SOUTH FROM PHILIPPI.
 JX1819'1.1 KM (0.7 MI) SOUTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JX1819'PHILIPPI TO THE MARK ON THE LEFT, SET IN TOP OF A LEDGE AT THE
 JX1819'SOUTHEAST END OF A ROCK CUT, ACROSS THE HIGHWAY FROM HOUSE 359,
 JX1819'23.47 METERS (77.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 JX1819'0.91 METER (3.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE ROCK CUT.
 JX1819'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1715 ***********************************************************************
 JX1715  DESIGNATION -  L 323
 JX1715  PID         -  JX1715
 JX1715  STATE/COUNTY-  WV/WOOD
 JX1715  USGS QUAD   -  VALLEY MILLS (1994)
 JX1715
 JX1715                         *CURRENT SURVEY CONTROL
 JX1715  ___________________________________________________________________
 JX1715* NAD 83(1986)-  39 19 37.     (N)    081 26 28.     (W)     SCALED    
 JX1715* NAVD 88     -       213.695  (meters)     701.10   (feet)  ADJUSTED  
 JX1715  ___________________________________________________________________
 JX1715  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX1715  DYNAMIC HT  -         213.563 (meters)     700.66  (feet)  COMP
 JX1715  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 JX1715
 JX1715  VERT ORDER  -  FIRST     CLASS II
 JX1715
 JX1715.The horizontal coordinates were scaled from a topographic map and have
 JX1715.an estimated accuracy of +/- 6 seconds.
 JX1715
 JX1715.The orthometric height was determined by differential leveling
 JX1715.and adjusted by the National Geodetic Survey in June 1991..
 JX1715
 JX1715.The geoid height was determined by GEOID03.
 JX1715
 JX1715.The dynamic height is computed by dividing the NAVD 88
 JX1715.geopotential number by the normal gravity value computed on the
 JX1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1715.degrees latitude (g = 980.6199 gals.).
 JX1715
 JX1715.The modeled gravity was interpolated from observed gravity values.
 JX1715
 JX1715;                    North         East    Units  Estimated Accuracy
 JX1715;SPC WV N     -    93,610.      432,650.      MT  (+/- 180 meters Scaled)
 JX1715
 JX1715                          SUPERSEDED SURVEY CONTROL
 JX1715
 JX1715.No superseded survey control is available for this station.
 JX1715
 JX1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD619531(NAD 83)
 JX1715_MARKER: I = METAL ROD
 JX1715_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1715_SP_SET: STAINLESS STEEL ROD
 JX1715_STAMPING: L 323 1983
 JX1715_MARK LOGO: NGS   
 JX1715_PROJECTION: FLUSH
 JX1715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1715_ROD/PIPE-DEPTH: 5.6  meters
 JX1715
 JX1715  HISTORY     - Date     Condition        Report By
 JX1715  HISTORY     - 1983     MONUMENTED       NGS
 JX1715
 JX1715                          STATION DESCRIPTION
 JX1715
 JX1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1715'6.0 KM (3.7 MI) SW FROM WAVERLY.
 JX1715'0.1 KM (0.05 MI) SOUTH ALONG WAVERLY STREET FROM THE POST OFFICE IN
 JX1715'WAVERLY, THENCE 5.9 KM (3.65 MI) SOUTHWEST ALONG STATE HIGHWAY 2 TO
 JX1715'THE MARK ON THE RIGHT, 0.2 KM (0.1 MI) SOUTHWEST OF THE JUNCTION OF
 JX1715'HOAGLAND ROAD AND ON PROPERTY OWNED BY MR. HARLEY CHURCH, 14.78 METERS
 JX1715'(48.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JX1715'27.74 METERS (91.0 FT) NORTHEAST OF A PRIVATE DRIVE, 1.83 METERS
 JX1715'(6.0 FT) NORTH-NORTHWEST OF A UTILITY POLE 17-556.
 JX1715'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3212 ***********************************************************************
 HW3212  DESIGNATION -  L 324
 HW3212  PID         -  HW3212
 HW3212  STATE/COUNTY-  WV/RANDOLPH
 HW3212  USGS QUAD   -  BEVERLY WEST (1995)
 HW3212
 HW3212                         *CURRENT SURVEY CONTROL
 HW3212  ___________________________________________________________________
 HW3212* NAD 83(1986)-  38 45 22.     (N)    079 57 21.     (W)     SCALED    
 HW3212* NAVD 88     -       624.638  (meters)    2049.33   (feet)  ADJUSTED  
 HW3212  ___________________________________________________________________
 HW3212  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HW3212  DYNAMIC HT  -         624.180 (meters)    2047.83  (feet)  COMP
 HW3212  MODELED GRAV-     979,873.5   (mgal)                       NAVD 88
 HW3212
 HW3212  VERT ORDER  -  FIRST     CLASS II
 HW3212
 HW3212.The horizontal coordinates were scaled from a topographic map and have
 HW3212.an estimated accuracy of +/- 6 seconds.
 HW3212
 HW3212.The orthometric height was determined by differential leveling
 HW3212.and adjusted by the National Geodetic Survey in June 1991..
 HW3212
 HW3212.The geoid height was determined by GEOID03.
 HW3212
 HW3212.The dynamic height is computed by dividing the NAVD 88
 HW3212.geopotential number by the normal gravity value computed on the
 HW3212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3212.degrees latitude (g = 980.6199 gals.).
 HW3212
 HW3212.The modeled gravity was interpolated from observed gravity values.
 HW3212
 HW3212;                    North         East    Units  Estimated Accuracy
 HW3212;SPC WV S     -   195,430.      690,760.      MT  (+/- 180 meters Scaled)
 HW3212
 HW3212                          SUPERSEDED SURVEY CONTROL
 HW3212
 HW3212.No superseded survey control is available for this station.
 HW3212
 HW3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC907902(NAD 83)
 HW3212_MARKER: I = METAL ROD
 HW3212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HW3212_SP_SET: STAINLESS STEEL ROD
 HW3212_STAMPING: L 324 1983
 HW3212_MARK LOGO: NGS   
 HW3212_PROJECTION: FLUSH
 HW3212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3212_ROD/PIPE-DEPTH: 10.7 meters
 HW3212
 HW3212  HISTORY     - Date     Condition        Report By
 HW3212  HISTORY     - 1983     MONUMENTED       NGS
 HW3212
 HW3212                          STATION DESCRIPTION
 HW3212
 HW3212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3212'3.2 KM (2.0 MI) SOUTH FROM VALLEY BEND.
 HW3212'3.2 KM (2.0 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 HW3212'VALLEY BEND TO THE MARK ON THE RIGHT, 6.10 METERS (20.0 FT) WEST OF
 HW3212'THE CENTERLINE OF THE HIGHWAY, 15.54 METERS (51.0 FT) SOUTH OF THE
 HW3212'CENTER OF A STREAM BED UNDER THE HIGHWAY, 0.94 METER (3.1 FT) NORTH OF
 HW3212'THE SOUTH END OF A METAL GUARDRAIL, 0.15 METER (0.5 FT) WEST OF THE
 HW3212'WEST EDGE OF THE GUARDRAIL.
 HW3212'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3189 ***********************************************************************
 GX3189  DESIGNATION -  L 325
 GX3189  PID         -  GX3189
 GX3189  STATE/COUNTY-  WV/GREENBRIER
 GX3189  USGS QUAD   -  LEWISBURG (1979)
 GX3189
 GX3189                         *CURRENT SURVEY CONTROL
 GX3189  ___________________________________________________________________
 GX3189* NAD 83(1986)-  37 48 02.     (N)    080 26 41.     (W)     SCALED    
 GX3189* NAVD 88     -       639.838  (meters)    2099.20   (feet)  ADJUSTED  
 GX3189  ___________________________________________________________________
 GX3189  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX3189  DYNAMIC HT  -         639.300 (meters)    2097.44  (feet)  COMP
 GX3189  MODELED GRAV-     979,768.7   (mgal)                       NAVD 88
 GX3189
 GX3189  VERT ORDER  -  FIRST     CLASS II
 GX3189
 GX3189.The horizontal coordinates were scaled from a topographic map and have
 GX3189.an estimated accuracy of +/- 6 seconds.
 GX3189
 GX3189.The orthometric height was determined by differential leveling
 GX3189.and adjusted by the National Geodetic Survey in June 1991..
 GX3189
 GX3189.The geoid height was determined by GEOID03.
 GX3189
 GX3189.The dynamic height is computed by dividing the NAVD 88
 GX3189.geopotential number by the normal gravity value computed on the
 GX3189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3189.degrees latitude (g = 980.6199 gals.).
 GX3189
 GX3189.The modeled gravity was interpolated from observed gravity values.
 GX3189
 GX3189;                    North         East    Units  Estimated Accuracy
 GX3189;SPC WV S     -    89,000.      648,900.      MT  (+/- 180 meters Scaled)
 GX3189
 GX3189                          SUPERSEDED SURVEY CONTROL
 GX3189
 GX3189.No superseded survey control is available for this station.
 GX3189
 GX3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB488838(NAD 83)
 GX3189_MARKER: DB = BENCH MARK DISK
 GX3189_SETTING: 66 = SET IN ROCK OUTCROP
 GX3189_SP_SET: ROCK OUTCROP
 GX3189_STAMPING: L 325 1983
 GX3189_MARK LOGO: NGS   
 GX3189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3189+STABILITY: POSITION/ELEVATION WELL
 GX3189
 GX3189  HISTORY     - Date     Condition        Report By
 GX3189  HISTORY     - 1983     MONUMENTED       NGS
 GX3189  HISTORY     - 1983     GOOD             NGS
 GX3189  HISTORY     - 1984     GOOD             NGS
 GX3189
 GX3189                          STATION DESCRIPTION
 GX3189
 GX3189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GX3189'IN LEWISBURG.
 GX3189'IN LEWISBURG, ALONG LAFAYETTE STREET, IN TOP AND CENTER OF A ROCK
 GX3189'LEDGE ON THE NORTHWEST SIDE OF THE CITY OF LEWISBURG MUNICIPAL PARKING
 GX3189'LOT, 4.57 METERS (15.0 FT) SOUTHEAST OF THE CENTER OF LAFAYETTE
 GX3189'STREET, 29.57 METERS (97.0 FT) NORTHEAST OF THE CENTER OF THE JUNCTION
 GX3189'OF FOSTER STREET, 3.35 METERS (11.0 FT) NORTHEAST OF A UTILITY POLE
 GX3189'WITH A LARGE UNDERGROUND WIRE AND WIRES GOING TO JUNCTION BOX 15 1.
 GX3189'THE MARK IS 0.7 M ABOVE STREET.
 GX3189
 GX3189                          STATION RECOVERY (1983)
 GX3189
 GX3189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX3189'RECOVERED IN GOOD CONDITION.
 GX3189
 GX3189                          STATION RECOVERY (1984)
 GX3189
 GX3189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX3189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1221 ***********************************************************************
 JW1221  DESIGNATION -  L 326
 JW1221  PID         -  JW1221
 JW1221  STATE/COUNTY-  WV/MORGAN
 JW1221  USGS QUAD   -  CHERRY RUN (1984)
 JW1221
 JW1221                         *CURRENT SURVEY CONTROL
 JW1221  ___________________________________________________________________
 JW1221* NAD 83(1986)-  39 37 39.     (N)    078 05 33.     (W)     SCALED    
 JW1221* NAVD 88     -       203.623  (meters)     668.05   (feet)  ADJUSTED  
 JW1221  ___________________________________________________________________
 JW1221  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JW1221  DYNAMIC HT  -         203.503 (meters)     667.66  (feet)  COMP
 JW1221  MODELED GRAV-     980,035.1   (mgal)                       NAVD 88
 JW1221
 JW1221  VERT ORDER  -  FIRST     CLASS II
 JW1221
 JW1221.The horizontal coordinates were scaled from a topographic map and have
 JW1221.an estimated accuracy of +/- 6 seconds.
 JW1221
 JW1221.The orthometric height was determined by differential leveling
 JW1221.and adjusted by the National Geodetic Survey in June 1991..
 JW1221
 JW1221.The geoid height was determined by GEOID03.
 JW1221
 JW1221.The dynamic height is computed by dividing the NAVD 88
 JW1221.geopotential number by the normal gravity value computed on the
 JW1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1221.degrees latitude (g = 980.6199 gals.).
 JW1221
 JW1221.The modeled gravity was interpolated from observed gravity values.
 JW1221
 JW1221;                    North         East    Units  Estimated Accuracy
 JW1221;SPC WV N     -   126,120.      720,830.      MT  (+/- 180 meters Scaled)
 JW1221
 JW1221                          SUPERSEDED SURVEY CONTROL
 JW1221
 JW1221.No superseded survey control is available for this station.
 JW1221
 JW1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD495904(NAD 83)
 JW1221_MARKER: I = METAL ROD
 JW1221_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1221_SP_SET: STAINLESS STEEL ROD
 JW1221_STAMPING: L 326 1983
 JW1221_MARK LOGO: NGS   
 JW1221_PROJECTION: FLUSH
 JW1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1221_ROD/PIPE-DEPTH: 4.6  meters
 JW1221
 JW1221  HISTORY     - Date     Condition        Report By
 JW1221  HISTORY     - 1983     MONUMENTED       NGS
 JW1221
 JW1221                          STATION DESCRIPTION
 JW1221
 JW1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1221'14.5 KM (9.0 MI) WNW FROM HEDGESVILLE.
 JW1221'14.5 KM (9.0 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 9 FROM THE POST
 JW1221'OFFICE IN HEDGESVILLE TO THE MARK ON THE RIGHT, AT A POWER POLE IN THE
 JW1221'FRONT LAWN OF A SINGLE STORY FRAME HOUSE, 7.0 METERS (22.5 FT)
 JW1221'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14.0 METERS (44.5 FT)
 JW1221'SOUTH OF THE SOUTH CORNER OF THE HOUSE, 0.76 METER (2.5 FT) SOUTHWEST
 JW1221'OF POWER POLE 1269-429.
 JW1221'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4113 ***********************************************************************
 JV4113  DESIGNATION -  L 327
 JV4113  PID         -  JV4113
 JV4113  STATE/COUNTY-  WV/BERKELEY
 JV4113  USGS QUAD   -  MARTINSBURG (1979)
 JV4113
 JV4113                         *CURRENT SURVEY CONTROL
 JV4113  ___________________________________________________________________
 JV4113* NAD 83(1986)-  39 24 43.     (N)    077 54 48.     (W)     SCALED    
 JV4113* NAVD 88     -       152.412  (meters)     500.04   (feet)  ADJUSTED  
 JV4113  ___________________________________________________________________
 JV4113  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JV4113  DYNAMIC HT  -         152.320 (meters)     499.74  (feet)  COMP
 JV4113  MODELED GRAV-     980,022.2   (mgal)                       NAVD 88
 JV4113
 JV4113  VERT ORDER  -  FIRST     CLASS II
 JV4113
 JV4113.The horizontal coordinates were scaled from a topographic map and have
 JV4113.an estimated accuracy of +/- 6 seconds.
 JV4113
 JV4113.The orthometric height was determined by differential leveling
 JV4113.and adjusted by the National Geodetic Survey in June 1991..
 JV4113
 JV4113.The geoid height was determined by GEOID03.
 JV4113
 JV4113.The dynamic height is computed by dividing the NAVD 88
 JV4113.geopotential number by the normal gravity value computed on the
 JV4113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4113.degrees latitude (g = 980.6199 gals.).
 JV4113
 JV4113.The modeled gravity was interpolated from observed gravity values.
 JV4113
 JV4113;                    North         East    Units  Estimated Accuracy
 JV4113;SPC WV N     -   102,450.      736,630.      MT  (+/- 180 meters Scaled)
 JV4113
 JV4113                          SUPERSEDED SURVEY CONTROL
 JV4113
 JV4113.No superseded survey control is available for this station.
 JV4113
 JV4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ491665(NAD 83)
 JV4113_MARKER: I = METAL ROD
 JV4113_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV4113_SP_SET: STAINLESS STEEL ROD
 JV4113_STAMPING: L 327 1983
 JV4113_MARK LOGO: NGS   
 JV4113_PROJECTION: FLUSH
 JV4113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV4113_ROD/PIPE-DEPTH: 3.0  meters
 JV4113
 JV4113  HISTORY     - Date     Condition        Report By
 JV4113  HISTORY     - 1983     MONUMENTED       NGS
 JV4113
 JV4113                          STATION DESCRIPTION
 JV4113
 JV4113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4113'8.3 KM (5.15 MI) SSE FROM MARTINSBURG.
 JV4113'8.3 KM (5.15 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE
 JV4113'COURTHOUSE IN MARTINSBURG TO THE MARK ON THE RIGHT, ON THE PROPERTY OF
 JV4113'PLEASANT VIEW MEMORY GARDENS, AT THE SOUTHWEST CORNER OF THE OFFICE
 JV4113'BUILDING, 53.34 METERS (175.0 FT) WEST OF THE CENTERLINE OF THE
 JV4113'HIGHWAY, 4.41 METERS (14.5 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 JV4113'OF THE CONCRETE ENTRANCE PAD OF THE MAIN ENTRANCE OF THE BUILDING,
 JV4113'1.82 METERS (6.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING.
 JV4113'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 JV4113'AND ANCHORED.
 JV4113'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3213 ***********************************************************************
 GX3213  DESIGNATION -  L 328
 GX3213  PID         -  GX3213
 GX3213  STATE/COUNTY-  WV/SUMMERS
 GX3213  USGS QUAD   -  TALCOTT (1968)
 GX3213
 GX3213                         *CURRENT SURVEY CONTROL
 GX3213  ___________________________________________________________________
 GX3213* NAD 83(1986)-  37 38 24.     (N)    080 47 57.     (W)     SCALED    
 GX3213* NAVD 88     -       458.788  (meters)    1505.21   (feet)  ADJUSTED  
 GX3213  ___________________________________________________________________
 GX3213  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX3213  DYNAMIC HT  -         458.407 (meters)    1503.96  (feet)  COMP
 GX3213  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 GX3213
 GX3213  VERT ORDER  -  FIRST     CLASS II
 GX3213
 GX3213.The horizontal coordinates were scaled from a topographic map and have
 GX3213.an estimated accuracy of +/- 6 seconds.
 GX3213
 GX3213.The orthometric height was determined by differential leveling
 GX3213.and adjusted by the National Geodetic Survey in June 1991..
 GX3213
 GX3213.The geoid height was determined by GEOID03.
 GX3213
 GX3213.The dynamic height is computed by dividing the NAVD 88
 GX3213.geopotential number by the normal gravity value computed on the
 GX3213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3213.degrees latitude (g = 980.6199 gals.).
 GX3213
 GX3213.The modeled gravity was interpolated from observed gravity values.
 GX3213
 GX3213;                    North         East    Units  Estimated Accuracy
 GX3213;SPC WV S     -    71,050.      617,730.      MT  (+/- 180 meters Scaled)
 GX3213
 GX3213                          SUPERSEDED SURVEY CONTROL
 GX3213
 GX3213.No superseded survey control is available for this station.
 GX3213
 GX3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB177658(NAD 83)
 GX3213_MARKER: DB = BENCH MARK DISK
 GX3213_SETTING: 66 = SET IN ROCK OUTCROP
 GX3213_SP_SET: ROCK OUTCROP
 GX3213_STAMPING: L 328 1984
 GX3213_MARK LOGO: NGS   
 GX3213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3213+STABILITY: POSITION/ELEVATION WELL
 GX3213
 GX3213  HISTORY     - Date     Condition        Report By
 GX3213  HISTORY     - 1984     MONUMENTED       NGS
 GX3213
 GX3213                          STATION DESCRIPTION
 GX3213
 GX3213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3213'5.7 KM (3.55 MI) WEST FROM TALCOTT.
 GX3213'0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 GX3213'TALCOTT, THENCE 5.3 KM (3.3 MI) WEST ALONG STATE HIGHWAY 12 TO THE
 GX3213'MARK ON THE LEFT, SET VERTICALLY IN A ROCK CUT, 6.25 METERS (20.5 FT)
 GX3213'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16.92 METERS (55.5 FT)
 GX3213'NORTHWEST OF THE NORTHWEST END OF A CULVERT HEADWALL, 4.88 METERS
 GX3213'(16.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT.
 GX3213'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0174 ***********************************************************************
 JX0174  DESIGNATION -  L 33
 JX0174  PID         -  JX0174
 JX0174  STATE/COUNTY-  WV/MARION
 JX0174  USGS QUAD   -  FAIRMONT WEST (1976)
 JX0174
 JX0174                         *CURRENT SURVEY CONTROL
 JX0174  ___________________________________________________________________
 JX0174* NAD 83(1986)-  39 26 21.     (N)    080 08 31.     (W)     SCALED    
 JX0174* NAVD 88     -       269.960  (meters)     885.69   (feet)  POSTED    
 JX0174  ___________________________________________________________________
 JX0174  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JX0174  DYNAMIC HT  -         269.790 (meters)     885.14  (feet)  COMP
 JX0174  MODELED GRAV-     980,006.2   (mgal)                       NAVD 88
 JX0174
 JX0174  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0174
 JX0174.The horizontal coordinates were scaled from a topographic map and have
 JX0174.an estimated accuracy of +/- 6 seconds.
 JX0174
 JX0174.The orthometric height was determined by differential leveling
 JX0174.and adjusted by the National Geodetic Survey in 1992..
 JX0174.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0174.rate of 0.0 thru 1.0 mm/km.
 JX0174
 JX0174.The geoid height was determined by GEOID03.
 JX0174
 JX0174.The dynamic height is computed by dividing the NAVD 88
 JX0174.geopotential number by the normal gravity value computed on the
 JX0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0174.degrees latitude (g = 980.6199 gals.).
 JX0174
 JX0174.The modeled gravity was interpolated from observed gravity values.
 JX0174
 JX0174;                    North         East    Units  Estimated Accuracy
 JX0174;SPC WV N     -   104,460.      544,740.      MT  (+/- 180 meters Scaled)
 JX0174
 JX0174                          SUPERSEDED SURVEY CONTROL
 JX0174
 JX0174  NGVD 29 (??/??/92)  270.137  (m)          886.27   (f) ADJ UNCH    1 2
 JX0174
 JX0174.Superseded values are not recommended for survey control.
 JX0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0174.See file dsdata.txt to determine how the superseded data were derived.
 JX0174
 JX0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND738658(NAD 83)
 JX0174_MARKER: DB = BENCH MARK DISK
 JX0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0174_SP_SET: BRIDGE
 JX0174_STAMPING: L 33 1935
 JX0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0174
 JX0174  HISTORY     - Date     Condition        Report By
 JX0174  HISTORY     - 1935     MONUMENTED       CGS
 JX0174  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0174
 JX0174                          STATION DESCRIPTION
 JX0174
 JX0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0174'1 MI W FROM COLFAX.
 JX0174'1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0174'STATION AT COLFAX, MARION COUNTY, 84 FEET SOUTHWEST OF POLE 295+15,
 JX0174'AT BRIDGE 110, IN THE TOP OF THE NORTH CORNER OF THE NORTHEAST
 JX0174'STONE ABUTMENT, 24 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 JX0174'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 33 1935.
 JX0174
 JX0174                          STATION RECOVERY (1983)
 JX0174
 JX0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0174'NOT RECOVERED, THE MARK IS INACCESSIBLE TO THE NEW LEVEL LINE AND WAS
 JX0174'NOT SEARCHED FOR IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2817 ***********************************************************************
 HX2817  DESIGNATION -  L 330
 HX2817  PID         -  HX2817
 HX2817  STATE/COUNTY-  WV/MASON
 HX2817  USGS QUAD   -  NEW HAVEN (1994)
 HX2817
 HX2817                         *CURRENT SURVEY CONTROL
 HX2817  ___________________________________________________________________
 HX2817* NAD 83(1986)-  38 54 39.     (N)    081 55 42.     (W)     SCALED    
 HX2817* NAVD 88     -       178.797  (meters)     586.60   (feet)  ADJUSTED  
 HX2817  ___________________________________________________________________
 HX2817  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HX2817  DYNAMIC HT  -         178.684 (meters)     586.23  (feet)  COMP
 HX2817  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 HX2817
 HX2817  VERT ORDER  -  FIRST     CLASS II
 HX2817
 HX2817.The horizontal coordinates were scaled from a topographic map and have
 HX2817.an estimated accuracy of +/- 6 seconds.
 HX2817
 HX2817.The orthometric height was determined by differential leveling
 HX2817.and adjusted by the National Geodetic Survey in June 1991..
 HX2817
 HX2817.The geoid height was determined by GEOID03.
 HX2817
 HX2817.The dynamic height is computed by dividing the NAVD 88
 HX2817.geopotential number by the normal gravity value computed on the
 HX2817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2817.degrees latitude (g = 980.6199 gals.).
 HX2817
 HX2817.The modeled gravity was interpolated from observed gravity values.
 HX2817
 HX2817;                    North         East    Units  Estimated Accuracy
 HX2817;SPC WV S     -   212,490.      519,480.      MT  (+/- 180 meters Scaled)
 HX2817
 HX2817                          SUPERSEDED SURVEY CONTROL
 HX2817
 HX2817.No superseded survey control is available for this station.
 HX2817
 HX2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD195072(NAD 83)
 HX2817_MARKER: DB = BENCH MARK DISK
 HX2817_SETTING: 66 = SET IN ROCK OUTCROP
 HX2817_SP_SET: ROCK OUTCROP
 HX2817_STAMPING: L 330 1984
 HX2817_MARK LOGO: NGS   
 HX2817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2817+STABILITY: POSITION/ELEVATION WELL
 HX2817
 HX2817  HISTORY     - Date     Condition        Report By
 HX2817  HISTORY     - 1984     MONUMENTED       NGS
 HX2817
 HX2817                          STATION DESCRIPTION
 HX2817
 HX2817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2817'7.5 KM (4.65 MI) WNW FROM MOUNT ALTO.
 HX2817'7.5 KM (4.65 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE
 HX2817'JUNCTION OF STATE HIGHWAY 2 IN MOUNT ALTO TO THE MARK ON THE LEFT,
 HX2817'ALSO 12.5 KM (7.75 MI) SOUTHEAST ALONG HIGHWAY 33 FROM THE CITY
 HX2817'MUNICIPAL BUILDING IN NEW HAVEN, 6.10 METERS (20.0 FT) NORTH OF THE
 HX2817'CENTERLINE OF THE HIGHWAY, 0.91 METER (3.0 FT) EAST OF THE WEST END OF
 HX2817'THE OUTCROP.
 HX2817'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 HX2817'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1824 ***********************************************************************
 JX1824  DESIGNATION -  L 331
 JX1824  PID         -  JX1824
 JX1824  STATE/COUNTY-  WV/WOOD
 JX1824  USGS QUAD   -  LUBECK (1994)
 JX1824
 JX1824                         *CURRENT SURVEY CONTROL
 JX1824  ___________________________________________________________________
 JX1824* NAD 83(1986)-  39 08 18.     (N)    081 43 50.     (W)     SCALED    
 JX1824* NAVD 88     -       181.924  (meters)     596.86   (feet)  ADJUSTED  
 JX1824  ___________________________________________________________________
 JX1824  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JX1824  DYNAMIC HT  -         181.809 (meters)     596.49  (feet)  COMP
 JX1824  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 JX1824
 JX1824  VERT ORDER  -  FIRST     CLASS II
 JX1824
 JX1824.The horizontal coordinates were scaled from a topographic map and have
 JX1824.an estimated accuracy of +/- 6 seconds.
 JX1824
 JX1824.The orthometric height was determined by differential leveling
 JX1824.and adjusted by the National Geodetic Survey in June 1991..
 JX1824
 JX1824.The geoid height was determined by GEOID03.
 JX1824
 JX1824.The dynamic height is computed by dividing the NAVD 88
 JX1824.geopotential number by the normal gravity value computed on the
 JX1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1824.degrees latitude (g = 980.6199 gals.).
 JX1824
 JX1824.The modeled gravity was interpolated from observed gravity values.
 JX1824
 JX1824;                    North         East    Units  Estimated Accuracy
 JX1824;SPC WV N     -    73,260.      407,180.      MT  (+/- 180 meters Scaled)
 JX1824
 JX1824                          SUPERSEDED SURVEY CONTROL
 JX1824
 JX1824.No superseded survey control is available for this station.
 JX1824
 JX1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD368323(NAD 83)
 JX1824_MARKER: I = METAL ROD
 JX1824_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1824_SP_SET: STAINLESS STEEL ROD
 JX1824_STAMPING: L 331 1984
 JX1824_MARK LOGO: NGS   
 JX1824_PROJECTION: FLUSH
 JX1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1824_ROD/PIPE-DEPTH: 13.7 meters
 JX1824
 JX1824  HISTORY     - Date     Condition        Report By
 JX1824  HISTORY     - 1984     MONUMENTED       NGS
 JX1824
 JX1824                          STATION DESCRIPTION
 JX1824
 JX1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JX1824'IN BELLEVILLE.
 JX1824'IN BELLEVILLE, AT THE POST OFFICE, ON STATE HIGHWAY 68, ON THE NORTH
 JX1824'SIDE OF THE FLAG POLE, 37.8 METERS (124.0 FT) EAST OF THE CENTERLINE
 JX1824'OF THE HIGHWAY, 2.43 METERS (8.0 FT) NORTH OF THE NORTHWEST CORNER OF
 JX1824'THE POST OFFICE, 0.51 METER (1.7 FT) NORTH OF THE FLAG POLE.
 JX1824'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1767 ***********************************************************************
 JW1767  DESIGNATION -  L 334
 JW1767  PID         -  JW1767
 JW1767  STATE/COUNTY-  WV/PRESTON
 JW1767  USGS QUAD   -  BRUCETON MILLS (1976)
 JW1767
 JW1767                         *CURRENT SURVEY CONTROL
 JW1767  ___________________________________________________________________
 JW1767* NAD 83(1986)-  39 39 23.     (N)    079 38 58.     (W)     SCALED    
 JW1767* NAVD 88     -       480.831  (meters)    1577.53   (feet)  ADJUSTED  
 JW1767  ___________________________________________________________________
 JW1767  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JW1767  DYNAMIC HT  -         480.535 (meters)    1576.56  (feet)  COMP
 JW1767  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 JW1767
 JW1767  VERT ORDER  -  FIRST     CLASS II
 JW1767
 JW1767.The horizontal coordinates were scaled from a topographic map and have
 JW1767.an estimated accuracy of +/- 6 seconds.
 JW1767
 JW1767.The orthometric height was determined by differential leveling
 JW1767.and adjusted by the National Geodetic Survey in April 1995..
 JW1767
 JW1767.The geoid height was determined by GEOID03.
 JW1767
 JW1767.The dynamic height is computed by dividing the NAVD 88
 JW1767.geopotential number by the normal gravity value computed on the
 JW1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1767.degrees latitude (g = 980.6199 gals.).
 JW1767
 JW1767.The modeled gravity was interpolated from observed gravity values.
 JW1767
 JW1767;                    North         East    Units  Estimated Accuracy
 JW1767;SPC WV N     -   128,390.      587,180.      MT  (+/- 180 meters Scaled)
 JW1767
 JW1767                          SUPERSEDED SURVEY CONTROL
 JW1767
 JW1767.No superseded survey control is available for this station.
 JW1767
 JW1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD158904(NAD 83)
 JW1767_MARKER: I = METAL ROD
 JW1767_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1767_SP_SET: STAINLESS STEEL ROD
 JW1767_STAMPING: L 334 1993
 JW1767_MARK LOGO: NGS   
 JW1767_PROJECTION: FLUSH
 JW1767_MAGNETIC: I = MARKER IS A STEEL ROD
 JW1767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1767+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1767_ROD/PIPE-DEPTH: 3.1  meters
 JW1767
 JW1767  HISTORY     - Date     Condition        Report By
 JW1767  HISTORY     - 1993     MONUMENTED       NGS
 JW1767
 JW1767                          STATION DESCRIPTION
 JW1767
 JW1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1767'21.5 KM (13.35 MI) WESTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1767'JUNCTION OF STATE HIGHWAY 42 IN FRIENDSVILLE, MARYLAND (EXIT 4), 39.5
 JW1767'M (129.6 FT) NORTHWEST OF THE CENTER OF A ROAD UNDERPASS OF THE
 JW1767'HIGHWAY, 30.8 M (101.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 JW1767'WESTBOUND LANES OF THE HIGHWAY, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE
 JW1767'HIGHWAY, AND 0.7 M (2.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 JW1767'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0808 ***********************************************************************
 JX0808  DESIGNATION -  L 34
 JX0808  PID         -  JX0808
 JX0808  STATE/COUNTY-  WV/TYLER
 JX0808  USGS QUAD   -  NEW MATAMORAS (1994)
 JX0808
 JX0808                         *CURRENT SURVEY CONTROL
 JX0808  ___________________________________________________________________
 JX0808* NAD 83(1986)-  39 31 26.     (N)    081 03 03.     (W)     SCALED    
 JX0808* NAVD 88     -       189.482  (meters)     621.66   (feet)  POSTED    
 JX0808  ___________________________________________________________________
 JX0808  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JX0808  DYNAMIC HT  -         189.370 (meters)     621.29  (feet)  COMP
 JX0808  MODELED GRAV-     980,033.4   (mgal)                       NAVD 88
 JX0808
 JX0808  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0808
 JX0808.The horizontal coordinates were scaled from a topographic map and have
 JX0808.an estimated accuracy of +/- 6 seconds.
 JX0808
 JX0808.The orthometric height was determined by differential leveling
 JX0808.and adjusted by the National Geodetic Survey in 1992..
 JX0808.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0808.rate of 0.0 thru 1.0 mm/km.
 JX0808
 JX0808.The geoid height was determined by GEOID03.
 JX0808
 JX0808.The dynamic height is computed by dividing the NAVD 88
 JX0808.geopotential number by the normal gravity value computed on the
 JX0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0808.degrees latitude (g = 980.6199 gals.).
 JX0808
 JX0808.The modeled gravity was interpolated from observed gravity values.
 JX0808
 JX0808;                    North         East    Units  Estimated Accuracy
 JX0808;SPC WV N     -   114,820.      466,670.      MT  (+/- 180 meters Scaled)
 JX0808
 JX0808                          SUPERSEDED SURVEY CONTROL
 JX0808
 JX0808  NGVD 29 (??/??/92)  189.636  (m)          622.16   (f) ADJ UNCH    2 0
 JX0808
 JX0808.Superseded values are not recommended for survey control.
 JX0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0808.See file dsdata.txt to determine how the superseded data were derived.
 JX0808
 JX0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD956749(NAD 83)
 JX0808_MARKER: DB = BENCH MARK DISK
 JX0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0808_SP_SET: CULVERT
 JX0808_STAMPING: L 34 1934
 JX0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0808
 JX0808  HISTORY     - Date     Condition        Report By
 JX0808  HISTORY     - 1934     MONUMENTED       CGS
 JX0808  HISTORY     - 1958     MARK NOT FOUND   USGS
 JX0808
 JX0808                          STATION DESCRIPTION
 JX0808
 JX0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX0808'0.6 MI N FROM FRIENDLY.
 JX0808'0.6 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0808'STATION AT FRIENDLY, TYLER COUNTY, ONE POLE SOUTHWEST OF POLE
 JX0808'51-5, 5 YARDS NORTHWEST OF THE CENTERLINE OF A PRIVATE ROAD,
 JX0808'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A
 JX0808'CONCRETE CULVERT, 9 YARDS SOUTHEAST OF THE SOUTHEAST RAIL, AND
 JX0808'ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 JX0808
 JX0808                          STATION RECOVERY (1958)
 JX0808
 JX0808'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JX0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0270 ***********************************************************************
 GY0270  DESIGNATION -  L 34
 GY0270  PID         -  GY0270
 GY0270  STATE/COUNTY-  WV/MINGO
 GY0270  USGS QUAD   -  DELBARTON (1976)
 GY0270
 GY0270                         *CURRENT SURVEY CONTROL
 GY0270  ___________________________________________________________________
 GY0270* NAD 83(1986)-  37 39 41.     (N)    082 09 28.     (W)     SCALED    
 GY0270* NAVD 88     -       262.175  (meters)     860.15   (feet)  ADJUSTED  
 GY0270  ___________________________________________________________________
 GY0270  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GY0270  DYNAMIC HT  -         261.980 (meters)     859.51  (feet)  COMP
 GY0270  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 GY0270
 GY0270  VERT ORDER  -  SECOND    CLASS 0
 GY0270
 GY0270.The horizontal coordinates were scaled from a topographic map and have
 GY0270.an estimated accuracy of +/- 6 seconds.
 GY0270
 GY0270.The orthometric height was determined by differential leveling
 GY0270.and adjusted by the National Geodetic Survey in June 1991..
 GY0270
 GY0270.The geoid height was determined by GEOID03.
 GY0270
 GY0270.The dynamic height is computed by dividing the NAVD 88
 GY0270.geopotential number by the normal gravity value computed on the
 GY0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0270.degrees latitude (g = 980.6199 gals.).
 GY0270
 GY0270.The modeled gravity was interpolated from observed gravity values.
 GY0270
 GY0270;                    North         East    Units  Estimated Accuracy
 GY0270;SPC WV S     -    74,050.      497,850.      MT  (+/- 180 meters Scaled)
 GY0270
 GY0270                          SUPERSEDED SURVEY CONTROL
 GY0270
 GY0270  NGVD 29 (??/??/92)  262.400  (m)          860.89   (f) ADJ UNCH    2 0
 GY0270
 GY0270.Superseded values are not recommended for survey control.
 GY0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0270.See file dsdata.txt to determine how the superseded data were derived.
 GY0270
 GY0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB978688(NAD 83)
 GY0270_MARKER: DB = BENCH MARK DISK
 GY0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0270_SP_SET: PIER
 GY0270_STAMPING: L 34 1935
 GY0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0270
 GY0270  HISTORY     - Date     Condition        Report By
 GY0270  HISTORY     - 1935     MONUMENTED       CGS
 GY0270  HISTORY     - 1957     GOOD             NGS
 GY0270
 GY0270                          STATION DESCRIPTION
 GY0270
 GY0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0270'AT TAYLORSVILLE.
 GY0270'AT TAYLORSVILLE, AT THE JUNCTION OF U.S. HIGHWAY 119 AND RED
 GY0270'JACKET ROAD, SET IN THE TOP OF THE NORTHEAST END OF PIER UNDER
 GY0270'CENTER OF RED JACKET ROAD BRIDGE OVER PIGEON CREEK, 13 FEET
 GY0270'NORTHEAST OF CENTER LINE OF ROAD, 71 FEET SOUTHEAST OF CENTER
 GY0270'LINE OF HIGHWAY AND 2 1/2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2263 ***********************************************************************
 GX2263  DESIGNATION -  L 35
 GX2263  PID         -  GX2263
 GX2263  STATE/COUNTY-  WV/LOGAN
 GX2263  USGS QUAD   -  LOGAN (1989)
 GX2263
 GX2263                         *CURRENT SURVEY CONTROL
 GX2263  ___________________________________________________________________
 GX2263* NAD 83(1986)-  37 50 21.     (N)    081 57 55.     (W)     SCALED    
 GX2263* NAVD 88     -       204.767  (meters)     671.81   (feet)  ADJUSTED  
 GX2263  ___________________________________________________________________
 GX2263  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GX2263  DYNAMIC HT  -         204.618 (meters)     671.32  (feet)  COMP
 GX2263  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 GX2263
 GX2263  VERT ORDER  -  SECOND    CLASS 0
 GX2263
 GX2263.The horizontal coordinates were scaled from a topographic map and have
 GX2263.an estimated accuracy of +/- 6 seconds.
 GX2263
 GX2263.The orthometric height was determined by differential leveling
 GX2263.and adjusted by the National Geodetic Survey in June 1991..
 GX2263
 GX2263.The geoid height was determined by GEOID03.
 GX2263
 GX2263.The dynamic height is computed by dividing the NAVD 88
 GX2263.geopotential number by the normal gravity value computed on the
 GX2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2263.degrees latitude (g = 980.6199 gals.).
 GX2263
 GX2263.The modeled gravity was interpolated from observed gravity values.
 GX2263
 GX2263;                    North         East    Units  Estimated Accuracy
 GX2263;SPC WV S     -    93,580.      515,040.      MT  (+/- 180 meters Scaled)
 GX2263
 GX2263                          SUPERSEDED SURVEY CONTROL
 GX2263
 GX2263  NGVD 29 (??/??/92)  204.983  (m)          672.52   (f) ADJ UNCH    2 0
 GX2263
 GX2263.Superseded values are not recommended for survey control.
 GX2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2263.See file dsdata.txt to determine how the superseded data were derived.
 GX2263
 GX2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB150884(NAD 83)
 GX2263_MARKER: DB = BENCH MARK DISK
 GX2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2263_STAMPING: L 35 1935
 GX2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2263+STABILITY: SURFACE MOTION
 GX2263
 GX2263  HISTORY     - Date     Condition        Report By
 GX2263  HISTORY     - 1935     MONUMENTED       CGS
 GX2263  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2263
 GX2263                          STATION DESCRIPTION
 GX2263
 GX2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2263'1.6 MI SE FROM LOGAN.
 GX2263'1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 119 FROM THE COURTHOUSE
 GX2263'AT LOGAN, LOGAN COUNTY, 65 FEET NORTHWEST OF THE NORTHWEST
 GX2263'CORNER OF ELK REFINING CO. STATION 2, 15 FEET EAST OF THE
 GX2263'CENTERLINE OF THE HIGHWAY, AT THE F.D. STROLLINGS PROPERTY, AT
 GX2263'THE SOUTHWEST CORNER OF A PASTURE, AND LEVEL WITH THE HIGHWAY.
 GX2263'A STANDARD DISK, STAMPED L 35 1935 AND SET IN THE TOP OF A
 GX2263'CONCRETE POST.
 GX2263
 GX2263                          STATION RECOVERY (1960)
 GX2263
 GX2263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2088 ***********************************************************************
 HX2088  DESIGNATION -  L 36
 HX2088  PID         -  HX2088
 HX2088  STATE/COUNTY-  WV/BOONE
 HX2088  USGS QUAD   -  MADISON (1976)
 HX2088
 HX2088                         *CURRENT SURVEY CONTROL
 HX2088  ___________________________________________________________________
 HX2088* NAD 83(1986)-  38 03 52.     (N)    081 49 18.     (W)     SCALED    
 HX2088* NAVD 88     -       213.141  (meters)     699.28   (feet)  ADJUSTED  
 HX2088  ___________________________________________________________________
 HX2088  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HX2088  DYNAMIC HT  -         212.987 (meters)     698.77  (feet)  COMP
 HX2088  MODELED GRAV-     979,904.4   (mgal)                       NAVD 88
 HX2088
 HX2088  VERT ORDER  -  SECOND    CLASS 0
 HX2088
 HX2088.The horizontal coordinates were scaled from a topographic map and have
 HX2088.an estimated accuracy of +/- 6 seconds.
 HX2088
 HX2088.The orthometric height was determined by differential leveling
 HX2088.and adjusted by the National Geodetic Survey in June 1991..
 HX2088
 HX2088.The geoid height was determined by GEOID03.
 HX2088
 HX2088.The dynamic height is computed by dividing the NAVD 88
 HX2088.geopotential number by the normal gravity value computed on the
 HX2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2088.degrees latitude (g = 980.6199 gals.).
 HX2088
 HX2088.The modeled gravity was interpolated from observed gravity values.
 HX2088
 HX2088;                    North         East    Units  Estimated Accuracy
 HX2088;SPC WV S     -   118,460.      527,900.      MT  (+/- 180 meters Scaled)
 HX2088
 HX2088                          SUPERSEDED SURVEY CONTROL
 HX2088
 HX2088  NGVD 29 (??/??/92)  213.347  (m)          699.96   (f) ADJ UNCH    2 0
 HX2088
 HX2088.Superseded values are not recommended for survey control.
 HX2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2088.See file dsdata.txt to determine how the superseded data were derived.
 HX2088
 HX2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC279132(NAD 83)
 HX2088_MARKER: DB = BENCH MARK DISK
 HX2088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2088_SP_SET: BUILDING
 HX2088_STAMPING: L 36 1935
 HX2088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2088
 HX2088  HISTORY     - Date     Condition        Report By
 HX2088  HISTORY     - 1935     MONUMENTED       CGS
 HX2088  HISTORY     - 1958     GOOD             NGS
 HX2088  HISTORY     - 1973     GOOD             LOCENG
 HX2088
 HX2088                          STATION DESCRIPTION
 HX2088
 HX2088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2088'AT MADISON.
 HX2088'AT MADISON, AT THE POST OFFICE, SET VERTICALLY IN THE EAST FACE
 HX2088'OF BRICK WALL, 9 FEET NORTH OF THE CENTER OF THE ENTRANCE TO
 HX2088'THE POST OFFICE, 8 1/2 FEET WEST OF THE WEST CURB OF MAIN
 HX2088'STREET, 2 1/2 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 HX2088'BUILDING, 3 1/2 FEET ABOVE THE SIDEWALK, 116 YARDS SOUTH OF THE
 HX2088'INTERSECTION OF MAIN STREET AND JOSEPHINE AVENUE.
 HX2088
 HX2088                          STATION RECOVERY (1973)
 HX2088
 HX2088'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2120 ***********************************************************************
 HX2120  DESIGNATION -  L 37
 HX2120  PID         -  HX2120
 HX2120  STATE/COUNTY-  WV/KANAWHA
 HX2120  USGS QUAD   -  ALUM CREEK (1971)
 HX2120
 HX2120                         *CURRENT SURVEY CONTROL
 HX2120  ___________________________________________________________________
 HX2120* NAD 83(1986)-  38 18 54.     (N)    081 48 52.     (W)     SCALED    
 HX2120* NAVD 88     -       191.591  (meters)     628.58   (feet)  ADJUSTED  
 HX2120  ___________________________________________________________________
 HX2120  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HX2120  DYNAMIC HT  -         191.458 (meters)     628.14  (feet)  COMP
 HX2120  MODELED GRAV-     979,927.1   (mgal)                       NAVD 88
 HX2120
 HX2120  VERT ORDER  -  SECOND    CLASS 0
 HX2120
 HX2120.The horizontal coordinates were scaled from a topographic map and have
 HX2120.an estimated accuracy of +/- 6 seconds.
 HX2120
 HX2120.The orthometric height was determined by differential leveling
 HX2120.and adjusted by the National Geodetic Survey in June 1991..
 HX2120
 HX2120.The geoid height was determined by GEOID03.
 HX2120
 HX2120.The dynamic height is computed by dividing the NAVD 88
 HX2120.geopotential number by the normal gravity value computed on the
 HX2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2120.degrees latitude (g = 980.6199 gals.).
 HX2120
 HX2120.The modeled gravity was interpolated from observed gravity values.
 HX2120
 HX2120;                    North         East    Units  Estimated Accuracy
 HX2120;SPC WV S     -   146,260.      528,780.      MT  (+/- 180 meters Scaled)
 HX2120
 HX2120                          SUPERSEDED SURVEY CONTROL
 HX2120
 HX2120  NGVD 29 (??/??/92)  191.796  (m)          629.25   (f) ADJ UNCH    2 0
 HX2120
 HX2120.Superseded values are not recommended for survey control.
 HX2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2120.See file dsdata.txt to determine how the superseded data were derived.
 HX2120
 HX2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC288410(NAD 83)
 HX2120_MARKER: DB = BENCH MARK DISK
 HX2120_SETTING: 80 = SET IN A BOULDER
 HX2120_SP_SET: BOULDER
 HX2120_STAMPING: L 37 1935
 HX2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2120+STABILITY: SURFACE MOTION
 HX2120
 HX2120  HISTORY     - Date     Condition        Report By
 HX2120  HISTORY     - 1935     MONUMENTED       CGS
 HX2120  HISTORY     - 1973     POOR             LOCENG
 HX2120
 HX2120                          STATION DESCRIPTION
 HX2120
 HX2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2120'2.1 MI N FROM ALUM CREEK.
 HX2120'2.1 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2120'STATION AT ALUM CREEK, KANAWHA COUNTY, ABOUT 185 YARDS SOUTH OF
 HX2120'MILEPOST SA 10, 17 YARDS EAST OF THE EAST RAIL, 6 FEET NORTH
 HX2120'OF A DOUBLE 14-INCH ELM TREE, IN THE SIDE OF A LARGE LIMESTONE
 HX2120'ROCK, ABOUT 9 FEET HIGHER THAN THE TRACK, AND ABOUT 2 FEET
 HX2120'ABOVE THE GROUND.  A STANDARD DISK, STAMPED L 37 1935 AND SET
 HX2120'VERTICALLY.
 HX2120
 HX2120                          STATION RECOVERY (1973)
 HX2120
 HX2120'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2120'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0475 ***********************************************************************
 HY0475  DESIGNATION -  L 38
 HY0475  PID         -  HY0475
 HY0475  STATE/COUNTY-  WV/CABELL
 HY0475  USGS QUAD   -  MILTON (1989)
 HY0475
 HY0475                         *CURRENT SURVEY CONTROL
 HY0475  ___________________________________________________________________
 HY0475* NAD 83(1986)-  38 25 42.     (N)    082 08 30.     (W)     SCALED    
 HY0475* NAVD 88     -       183.817  (meters)     603.07   (feet)  ADJUSTED  
 HY0475  ___________________________________________________________________
 HY0475  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY0475  DYNAMIC HT  -         183.692 (meters)     602.66  (feet)  COMP
 HY0475  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 HY0475
 HY0475  VERT ORDER  -  SECOND    CLASS 0
 HY0475
 HY0475.The horizontal coordinates were scaled from a topographic map and have
 HY0475.an estimated accuracy of +/- 6 seconds.
 HY0475
 HY0475.The orthometric height was determined by differential leveling
 HY0475.and adjusted by the National Geodetic Survey in June 1991..
 HY0475
 HY0475.The geoid height was determined by GEOID03.
 HY0475
 HY0475.The dynamic height is computed by dividing the NAVD 88
 HY0475.geopotential number by the normal gravity value computed on the
 HY0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0475.degrees latitude (g = 980.6199 gals.).
 HY0475
 HY0475.The modeled gravity was interpolated from observed gravity values.
 HY0475
 HY0475;                    North         East    Units  Estimated Accuracy
 HY0475;SPC WV S     -   159,140.      500,320.      MT  (+/- 180 meters Scaled)
 HY0475
 HY0475                          SUPERSEDED SURVEY CONTROL
 HY0475
 HY0475  NGVD 29 (??/??/92)  184.003  (m)          603.68   (f) ADJ UNCH    2 0
 HY0475
 HY0475.Superseded values are not recommended for survey control.
 HY0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0475.See file dsdata.txt to determine how the superseded data were derived.
 HY0475
 HY0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC003539(NAD 83)
 HY0475_MARKER: DB = BENCH MARK DISK
 HY0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0475_STAMPING: L 38 1935
 HY0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0475+STABILITY: SURFACE MOTION
 HY0475
 HY0475  HISTORY     - Date     Condition        Report By
 HY0475  HISTORY     - 1935     MONUMENTED       CGS
 HY0475
 HY0475                          STATION DESCRIPTION
 HY0475
 HY0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0475'0.2 MI W FROM MILTON.
 HY0475'0.2 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY0475'STATION AT MILTON, CABELL COUNTY, 120 YARDS WEST OF A BLOCK
 HY0475'SIGNAL, 37 FEET WEST OF THE CENTER OF A DIRT-ROAD CROSSING, 31
 HY0475'FEET NORTH OF THE NORTH RAIL, ABOUT 20 YARDS SOUTHWEST OF THE
 HY0475'SOUTHEAST CORNER OF THE OPIE PAYNE RESIDENCE, AND 6-1/2 FEET
 HY0475'SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED L 38 1935 AND
 HY0475'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2151 ***********************************************************************
 HX2151  DESIGNATION -  L 39
 HX2151  PID         -  HX2151
 HX2151  STATE/COUNTY-  WV/BOONE
 HX2151  USGS QUAD   -  RACINE (1976)
 HX2151
 HX2151                         *CURRENT SURVEY CONTROL
 HX2151  ___________________________________________________________________
 HX2151* NAD 83(1986)-  38 08 40.     (N)    081 41 53.     (W)     SCALED    
 HX2151* NAVD 88     -       203.492  (meters)     667.62   (feet)  ADJUSTED  
 HX2151  ___________________________________________________________________
 HX2151  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HX2151  DYNAMIC HT  -         203.344 (meters)     667.14  (feet)  COMP
 HX2151  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 HX2151
 HX2151  VERT ORDER  -  SECOND    CLASS 0
 HX2151
 HX2151.The horizontal coordinates were scaled from a topographic map and have
 HX2151.an estimated accuracy of +/- 6 seconds.
 HX2151
 HX2151.The orthometric height was determined by differential leveling
 HX2151.and adjusted by the National Geodetic Survey in June 1991..
 HX2151
 HX2151.The geoid height was determined by GEOID03.
 HX2151
 HX2151.The dynamic height is computed by dividing the NAVD 88
 HX2151.geopotential number by the normal gravity value computed on the
 HX2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2151.degrees latitude (g = 980.6199 gals.).
 HX2151
 HX2151.The modeled gravity was interpolated from observed gravity values.
 HX2151
 HX2151;                    North         East    Units  Estimated Accuracy
 HX2151;SPC WV S     -   127,250.      538,810.      MT  (+/- 180 meters Scaled)
 HX2151
 HX2151                          SUPERSEDED SURVEY CONTROL
 HX2151
 HX2151  NGVD 29 (??/??/92)  203.69   (m)          668.3    (f) COMPUTED    2 0
 HX2151
 HX2151.Superseded values are not recommended for survey control.
 HX2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2151.See file dsdata.txt to determine how the superseded data were derived.
 HX2151
 HX2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC388220(NAD 83)
 HX2151_MARKER: DB = BENCH MARK DISK
 HX2151_SETTING: 66 = SET IN ROCK OUTCROP
 HX2151_SP_SET: ROCK OUTCROP
 HX2151_STAMPING: L 39 1935
 HX2151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2151+STABILITY: POSITION/ELEVATION WELL
 HX2151
 HX2151  HISTORY     - Date     Condition        Report By
 HX2151  HISTORY     - 1935     MONUMENTED       CGS
 HX2151  HISTORY     - 1958     MARK NOT FOUND   NGS
 HX2151
 HX2151                          STATION DESCRIPTION
 HX2151
 HX2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2151'2 MI S FROM BRUSHTON.
 HX2151'2.0 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2151'STATION AT BRUSHTON, 0.2 MILE SOUTHEAST OF MILEPOST S 12, 45 FEET
 HX2151'WEST OF THE WEST RAIL, 12 FEET EAST OF THE CENTERLINE OF A DIRT ROAD,
 HX2151'IN THE TOP OF A ROCK OUTCROP, AND ABOUT 1 FOOT HIGHER THAN THE
 HX2151'TRACK.  A STANDARD DISK, STAMPED L 39 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2349 ***********************************************************************
 GX2349  DESIGNATION -  L 40
 GX2349  PID         -  GX2349
 GX2349  STATE/COUNTY-  WV/RALEIGH
 GX2349  USGS QUAD   -  WHITESVILLE (1988)
 GX2349
 GX2349                         *CURRENT SURVEY CONTROL
 GX2349  ___________________________________________________________________
 GX2349* NAD 83(1986)-  37 53 06.     (N)    081 32 05.     (W)     SCALED    
 GX2349* NAVD 88     -       300.299  (meters)     985.23   (feet)  ADJUSTED  
 GX2349  ___________________________________________________________________
 GX2349  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 GX2349  DYNAMIC HT  -         300.073 (meters)     984.49  (feet)  COMP
 GX2349  MODELED GRAV-     979,866.9   (mgal)                       NAVD 88
 GX2349
 GX2349  VERT ORDER  -  SECOND    CLASS 0
 GX2349
 GX2349.The horizontal coordinates were scaled from a topographic map and have
 GX2349.an estimated accuracy of +/- 6 seconds.
 GX2349
 GX2349.The orthometric height was determined by differential leveling
 GX2349.and adjusted by the National Geodetic Survey in June 1991..
 GX2349
 GX2349.The geoid height was determined by GEOID03.
 GX2349
 GX2349.The dynamic height is computed by dividing the NAVD 88
 GX2349.geopotential number by the normal gravity value computed on the
 GX2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2349.degrees latitude (g = 980.6199 gals.).
 GX2349
 GX2349.The modeled gravity was interpolated from observed gravity values.
 GX2349
 GX2349;                    North         East    Units  Estimated Accuracy
 GX2349;SPC WV S     -    98,360.      552,960.      MT  (+/- 180 meters Scaled)
 GX2349
 GX2349                          SUPERSEDED SURVEY CONTROL
 GX2349
 GX2349  NGVD 29 (??/??/92)  300.492  (m)          985.86   (f) ADJ UNCH    2 0
 GX2349
 GX2349.Superseded values are not recommended for survey control.
 GX2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2349.See file dsdata.txt to determine how the superseded data were derived.
 GX2349
 GX2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB529931(NAD 83)
 GX2349_MARKER: DB = BENCH MARK DISK
 GX2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2349_STAMPING: L 40 1935
 GX2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2349+STABILITY: SURFACE MOTION
 GX2349
 GX2349  HISTORY     - Date     Condition        Report By
 GX2349  HISTORY     - 1935     MONUMENTED       CGS
 GX2349
 GX2349                          STATION DESCRIPTION
 GX2349
 GX2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2349'AT EDWIGHT.
 GX2349'AT EDWIGHT, ON THE CHESAPEAKE AND OHIO RAILWAY, 75 YARDS WEST
 GX2349'OF THE SIGN EDWIGHT, AT THE J.R. PRICE RESIDENCE, 42 FEET
 GX2349'NORTHWEST OF THE WEST RAIL, 33 FEET EAST OF THE SOUTHEAST CORNER
 GX2349'OF THE HOUSE, 1 FOOT SOUTH OF A FENCE, AND ABOUT LEVEL WITH THE
 GX2349'TRACK.  A STANDARD DISK, STAMPED L 40 1935 AND SET IN THE TOP OF
 GX2349'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1094 ***********************************************************************
 GX1094  DESIGNATION -  L 41
 GX1094  PID         -  GX1094
 GX1094  STATE/COUNTY-  WV/RALEIGH
 GX1094  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1094
 GX1094                         *CURRENT SURVEY CONTROL
 GX1094  ___________________________________________________________________
 GX1094* NAD 83(1986)-  37 44 59.     (N)    081 08 25.     (W)     SCALED    
 GX1094* NAVD 88     -       653.302  (meters)    2143.38   (feet)  ADJUSTED  
 GX1094  ___________________________________________________________________
 GX1094  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX1094  DYNAMIC HT  -         652.745 (meters)    2141.55  (feet)  COMP
 GX1094  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 GX1094
 GX1094  VERT ORDER  -  SECOND    CLASS 0
 GX1094
 GX1094.The horizontal coordinates were scaled from a topographic map and have
 GX1094.an estimated accuracy of +/- 6 seconds.
 GX1094
 GX1094.The orthometric height was determined by differential leveling
 GX1094.and adjusted by the National Geodetic Survey in June 1991..
 GX1094
 GX1094.The geoid height was determined by GEOID03.
 GX1094
 GX1094.The dynamic height is computed by dividing the NAVD 88
 GX1094.geopotential number by the normal gravity value computed on the
 GX1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1094.degrees latitude (g = 980.6199 gals.).
 GX1094
 GX1094.The modeled gravity was interpolated from observed gravity values.
 GX1094
 GX1094;                    North         East    Units  Estimated Accuracy
 GX1094;SPC WV S     -    83,220.      587,640.      MT  (+/- 180 meters Scaled)
 GX1094
 GX1094                          SUPERSEDED SURVEY CONTROL
 GX1094
 GX1094  NGVD 29 (??/??/92)  653.440  (m)         2143.83   (f) ADJ UNCH    2 0
 GX1094
 GX1094.Superseded values are not recommended for survey control.
 GX1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1094.See file dsdata.txt to determine how the superseded data were derived.
 GX1094
 GX1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB876780(NAD 83)
 GX1094_MARKER: DB = BENCH MARK DISK
 GX1094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1094_SP_SET: BRIDGE
 GX1094_STAMPING: L 41 1935
 GX1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1094
 GX1094  HISTORY     - Date     Condition        Report By
 GX1094  HISTORY     - 1935     MONUMENTED       CGS
 GX1094  HISTORY     - 1960     GOOD             NGS
 GX1094
 GX1094                          STATION DESCRIPTION
 GX1094
 GX1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1094'AT BEAVER.
 GX1094'AT BEAVER, ABOUT 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 3
 GX1094'(ALSO U.S. HIGHWAYS 21 AND 19) FROM SHADY SPRING HIGH SCHOOL,
 GX1094'0.3 MILE NORTHWEST OF THE JUNCTION OF A BLACK TOP ROAD LEADING
 GX1094'NORTH-NORTHEAST TO RALEIGH COUNTY AIRPORT, 21 FEET
 GX1094'NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE
 GX1094'RETAINING WALL AT THE NORTHWEST CORNER OF CONCRETE HIGHWAY BRIDGE
 GX1094'OVER THE MOUTH OF LITTLE BEAVER CREEK, 3 FEET NORTH-NORTHEAST
 GX1094'OF THE CONCRETE BANISTER, AND ABOUT 1/3-FOOT ABOVE THE LEVEL
 GX1094'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1123 ***********************************************************************
 GX1123  DESIGNATION -  L 42
 GX1123  PID         -  GX1123
 GX1123  STATE/COUNTY-  WV/WYOMING
 GX1123  USGS QUAD   -  MULLENS (1976)
 GX1123
 GX1123                         *CURRENT SURVEY CONTROL
 GX1123  ___________________________________________________________________
 GX1123* NAD 83(1986)-  37 33 58.     (N)    081 29 43.     (W)     SCALED    
 GX1123* NAVD 88     -       406.827  (meters)    1334.73   (feet)  ADJUSTED  
 GX1123  ___________________________________________________________________
 GX1123  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX1123  DYNAMIC HT  -         406.500 (meters)    1333.66  (feet)  COMP
 GX1123  MODELED GRAV-     979,812.8   (mgal)                       NAVD 88
 GX1123
 GX1123  VERT ORDER  -  SECOND    CLASS 0
 GX1123
 GX1123.The horizontal coordinates were scaled from a topographic map and have
 GX1123.an estimated accuracy of +/- 6 seconds.
 GX1123
 GX1123.The orthometric height was determined by differential leveling
 GX1123.and adjusted by the National Geodetic Survey in June 1991..
 GX1123
 GX1123.The geoid height was determined by GEOID03.
 GX1123
 GX1123.The dynamic height is computed by dividing the NAVD 88
 GX1123.geopotential number by the normal gravity value computed on the
 GX1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1123.degrees latitude (g = 980.6199 gals.).
 GX1123
 GX1123.The modeled gravity was interpolated from observed gravity values.
 GX1123
 GX1123;                    North         East    Units  Estimated Accuracy
 GX1123;SPC WV S     -    62,950.      556,240.      MT  (+/- 180 meters Scaled)
 GX1123
 GX1123                          SUPERSEDED SURVEY CONTROL
 GX1123
 GX1123  NGVD 29 (??/??/92)  406.994  (m)         1335.28   (f) ADJ UNCH    2 0
 GX1123
 GX1123.Superseded values are not recommended for survey control.
 GX1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1123.See file dsdata.txt to determine how the superseded data were derived.
 GX1123
 GX1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB562577(NAD 83)
 GX1123_MARKER: DB = BENCH MARK DISK
 GX1123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1123_SP_SET: CULVERT
 GX1123_STAMPING: L 42 1935
 GX1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1123
 GX1123  HISTORY     - Date     Condition        Report By
 GX1123  HISTORY     - 1935     MONUMENTED       CGS
 GX1123
 GX1123                          STATION DESCRIPTION
 GX1123
 GX1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1123'4.5 MI E FROM PINEVILLE.
 GX1123'4.5 MILES EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION AT
 GX1123'PINEVILLE, 0.5 MILE WEST OF MILEPOST 7, 75 YARDS NORTHEAST OF THE
 GX1123'RUBIN BLIVINS FARMHOUSE, IN THE TOP OF THE SOUTH HEADWALL OF A
 GX1123'CULVERT, 22.4 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT
 GX1123'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 42 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1159 ***********************************************************************
 GX1159  DESIGNATION -  L 43
 GX1159  PID         -  GX1159
 GX1159  STATE/COUNTY-  WV/RALEIGH
 GX1159  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1159
 GX1159                         *CURRENT SURVEY CONTROL
 GX1159  ___________________________________________________________________
 GX1159* NAD 83(1986)-  37 41 33.     (N)    081 14 15.     (W)     SCALED    
 GX1159* NAVD 88     -       653.034  (meters)    2142.50   (feet)  ADJUSTED  
 GX1159  ___________________________________________________________________
 GX1159  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX1159  DYNAMIC HT  -         652.487 (meters)    2140.70  (feet)  COMP
 GX1159  MODELED GRAV-     979,771.3   (mgal)                       NAVD 88
 GX1159
 GX1159  VERT ORDER  -  SECOND    CLASS 0
 GX1159
 GX1159.The horizontal coordinates were scaled from a topographic map and have
 GX1159.an estimated accuracy of +/- 6 seconds.
 GX1159
 GX1159.The orthometric height was determined by differential leveling
 GX1159.and adjusted by the National Geodetic Survey in June 1991..
 GX1159
 GX1159.The geoid height was determined by GEOID03.
 GX1159
 GX1159.The dynamic height is computed by dividing the NAVD 88
 GX1159.geopotential number by the normal gravity value computed on the
 GX1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1159.degrees latitude (g = 980.6199 gals.).
 GX1159
 GX1159.The modeled gravity was interpolated from observed gravity values.
 GX1159
 GX1159;                    North         East    Units  Estimated Accuracy
 GX1159;SPC WV S     -    76,890.      579,050.      MT  (+/- 180 meters Scaled)
 GX1159
 GX1159                          SUPERSEDED SURVEY CONTROL
 GX1159
 GX1159  NGVD 29 (??/??/92)  653.172  (m)         2142.95   (f) ADJ UNCH    2 0
 GX1159
 GX1159.Superseded values are not recommended for survey control.
 GX1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1159.See file dsdata.txt to determine how the superseded data were derived.
 GX1159
 GX1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB790717(NAD 83)
 GX1159_MARKER: DB = BENCH MARK DISK
 GX1159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1159_SP_SET: TUNNELL
 GX1159_STAMPING: L 43 1935
 GX1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1159
 GX1159  HISTORY     - Date     Condition        Report By
 GX1159  HISTORY     - 1935     MONUMENTED       CGS
 GX1159  HISTORY     - 1960     GOOD             NGS
 GX1159
 GX1159                          STATION DESCRIPTION
 GX1159
 GX1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1159'2.7 MI NE FROM MC ALPIN.
 GX1159'ABOUT 2.7 MILES NORTHEAST ALONG THE VIRGINIAN RAILWAY FROM THE
 GX1159'POST OFFICE AT MC ALPIN, AT LOOP JUNCTION, AT A SHORT TUNNEL, SET
 GX1159'VERTICALLY IN SOUTHWEST CONCRETE FACE OF TUNNEL, 12 FEET NORTHWEST
 GX1159'OF NORTHWEST RAIL, 1 FOOT NORTHWEST OF INSIDE CORNER OF TUNNEL
 GX1159'WALL AND ABOUT 1 1/2 FOOT ABOVE LEVEL OF TRACK.  LEVELING IN
 GX1159'1960 INDICATES THAT MARK HAS SETTLED.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2181 ***********************************************************************
 GX2181  DESIGNATION -  L 44
 GX2181  PID         -  GX2181
 GX2181  STATE/COUNTY-  WV/WYOMING
 GX2181  USGS QUAD   -  PINEVILLE (1976)
 GX2181
 GX2181                         *CURRENT SURVEY CONTROL
 GX2181  ___________________________________________________________________
 GX2181* NAD 83(1986)-  37 34 06.     (N)    081 31 56.     (W)     SCALED    
 GX2181* NAVD 88     -       402.251  (meters)    1319.72   (feet)  ADJUSTED  
 GX2181  ___________________________________________________________________
 GX2181  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX2181  DYNAMIC HT  -         401.929 (meters)    1318.66  (feet)  COMP
 GX2181  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 GX2181
 GX2181  VERT ORDER  -  SECOND    CLASS 0
 GX2181
 GX2181.The horizontal coordinates were scaled from a topographic map and have
 GX2181.an estimated accuracy of +/- 6 seconds.
 GX2181
 GX2181.The orthometric height was determined by differential leveling
 GX2181.and adjusted by the National Geodetic Survey in June 1991..
 GX2181
 GX2181.The geoid height was determined by GEOID03.
 GX2181
 GX2181.The dynamic height is computed by dividing the NAVD 88
 GX2181.geopotential number by the normal gravity value computed on the
 GX2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2181.degrees latitude (g = 980.6199 gals.).
 GX2181
 GX2181.The modeled gravity was interpolated from observed gravity values.
 GX2181
 GX2181;                    North         East    Units  Estimated Accuracy
 GX2181;SPC WV S     -    63,210.      552,980.      MT  (+/- 180 meters Scaled)
 GX2181
 GX2181                          SUPERSEDED SURVEY CONTROL
 GX2181
 GX2181  NGVD 29 (??/??/92)  402.421  (m)         1320.28   (f) ADJ UNCH    2 0
 GX2181
 GX2181.Superseded values are not recommended for survey control.
 GX2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2181.See file dsdata.txt to determine how the superseded data were derived.
 GX2181
 GX2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB530580(NAD 83)
 GX2181_MARKER: DB = BENCH MARK DISK
 GX2181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2181_SP_SET: BRIDGE
 GX2181_STAMPING: L 44 1935
 GX2181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2181
 GX2181  HISTORY     - Date     Condition        Report By
 GX2181  HISTORY     - 1935     MONUMENTED       CGS
 GX2181  HISTORY     - 1958     GOOD             NGS
 GX2181  HISTORY     - 1963     GOOD             AEROS
 GX2181
 GX2181                          STATION DESCRIPTION
 GX2181
 GX2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2181'0.8 MI S FROM PINEVILLE.
 GX2181'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 GX2181'AT PINEVILLE, THENCE ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY
 GX2181'16, 9 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF
 GX2181'THE BASE FOR THE NORTH CONCRETE GUARD RAIL FOR A 100-FOOT BRIDGE
 GX2181'OVER PINNACLE CREEK, 28 FEET WEST OF THE EAST END OF THE GUARD
 GX2181'RAIL, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GX2181
 GX2181                          STATION RECOVERY (1963)
 GX2181
 GX2181'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3482 ***********************************************************************
 GX3482  DESIGNATION -  L 44 RESET
 GX3482  PID         -  GX3482
 GX3482  STATE/COUNTY-  WV/WYOMING
 GX3482  USGS QUAD   -  PINEVILLE (1976)
 GX3482
 GX3482                         *CURRENT SURVEY CONTROL
 GX3482  ___________________________________________________________________
 GX3482* NAD 83(1986)-  37 34 06.     (N)    081 31 56.     (W)     SCALED    
 GX3482* NAVD 88     -       401.99   (meters)    1318.9    (feet)  RESET     
 GX3482  ___________________________________________________________________
 GX3482  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX3482
 GX3482  VERT ORDER  -  THIRD
 GX3482
 GX3482.The horizontal coordinates were scaled from a topographic map and have
 GX3482.an estimated accuracy of +/- 6 seconds.
 GX3482
 GX3482.The orthometric height was computed from unverified reset data.
 GX3482.No vertical observational check was made to the station.
 GX3482
 GX3482.The geoid height was determined by GEOID03.
 GX3482
 GX3482;                    North         East    Units  Estimated Accuracy
 GX3482;SPC WV S     -    63,210.      552,980.      MT  (+/- 180 meters Scaled)
 GX3482
 GX3482                          SUPERSEDED SURVEY CONTROL
 GX3482
 GX3482  NGVD 29 (09/25/03)  402.17   (m)         1319.5    (f) RESET       3  
 GX3482
 GX3482.Superseded values are not recommended for survey control.
 GX3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3482.See file dsdata.txt to determine how the superseded data were derived.
 GX3482
 GX3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB530580(NAD 83)
 GX3482_MARKER: DV = VERTICAL CONTROL DISK
 GX3482_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX3482_SP_SET: BRIDGE ABUTMENT
 GX3482_STAMPING: L 44 RESET 1987
 GX3482_MARK LOGO: NGS   
 GX3482_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX3482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3482
 GX3482  HISTORY     - Date     Condition        Report By
 GX3482  HISTORY     - 1987     MONUMENTED       WVHD
 GX3482
 GX3482                          STATION DESCRIPTION
 GX3482
 GX3482'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1987
 GX3482'0.25 MILES (0.40 KM) EAST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 GX3482'IN PINVILLE, THENCE ABOUT 0.56 MILES (0.90 KM) SOUTH ALONG HIGHWAY
 GX3482'16, IN TOP OF THE WEST PART OF NORTH AND WEST RAILWAY BRIDGE OVER
 GX3482'PINNACLE CREEK, AND ABOUT 200 FEET (61.0 M) NORTH OF ROUTE 16 CENTER
 GX3482'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2182 ***********************************************************************
 GX2182  DESIGNATION -  L 44 X
 GX2182  PID         -  GX2182
 GX2182  STATE/COUNTY-  WV/WYOMING
 GX2182  USGS QUAD   -  PINEVILLE (1976)
 GX2182
 GX2182                         *CURRENT SURVEY CONTROL
 GX2182  ___________________________________________________________________
 GX2182* NAD 83(1986)-  37 34 28.     (N)    081 32 05.     (W)     SCALED    
 GX2182* NAVD 88     -       400.029  (meters)    1312.43   (feet)  ADJUSTED  
 GX2182  ___________________________________________________________________
 GX2182  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX2182  DYNAMIC HT  -         399.709 (meters)    1311.38  (feet)  COMP
 GX2182  MODELED GRAV-     979,820.1   (mgal)                       NAVD 88
 GX2182
 GX2182  VERT ORDER  -  SECOND    CLASS 0
 GX2182
 GX2182.The horizontal coordinates were scaled from a topographic map and have
 GX2182.an estimated accuracy of +/- 6 seconds.
 GX2182
 GX2182.The orthometric height was determined by differential leveling
 GX2182.and adjusted by the National Geodetic Survey in June 1991..
 GX2182
 GX2182.The geoid height was determined by GEOID03.
 GX2182
 GX2182.The dynamic height is computed by dividing the NAVD 88
 GX2182.geopotential number by the normal gravity value computed on the
 GX2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2182.degrees latitude (g = 980.6199 gals.).
 GX2182
 GX2182.The modeled gravity was interpolated from observed gravity values.
 GX2182
 GX2182;                    North         East    Units  Estimated Accuracy
 GX2182;SPC WV S     -    63,890.      552,770.      MT  (+/- 180 meters Scaled)
 GX2182
 GX2182                          SUPERSEDED SURVEY CONTROL
 GX2182
 GX2182  NGVD 29 (??/??/92)  400.199  (m)         1312.99   (f) ADJ UNCH    2 0
 GX2182
 GX2182.Superseded values are not recommended for survey control.
 GX2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2182.See file dsdata.txt to determine how the superseded data were derived.
 GX2182
 GX2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB527587(NAD 83)
 GX2182_MARKER: DB = BENCH MARK DISK
 GX2182_SETTING: 66 = SET IN ROCK OUTCROP
 GX2182_SP_SET: ROCK LEDGE
 GX2182_STAMPING: L 44 X 1935
 GX2182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2182+STABILITY: POSITION/ELEVATION WELL
 GX2182
 GX2182  HISTORY     - Date     Condition        Report By
 GX2182  HISTORY     - 1935     MONUMENTED       CGS
 GX2182  HISTORY     - 1958     GOOD             NGS
 GX2182  HISTORY     - 1963     GOOD             AEROS
 GX2182
 GX2182                          STATION DESCRIPTION
 GX2182
 GX2182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2182'AT PINEVILLE.
 GX2182'AT PINEVILLE, 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 10 FROM
 GX2182'THE HIGH SCHOOL, THENCE 0.05 MILE SOUTH ALONG STATE HIGHWAY
 GX2182'16, AT THE CROSSING OF THE VIRGINIAN RAILWAY, 64 FEET SOUTHEAST
 GX2182'OF THE CENTER LINE OF THE CROSSING FROM THE MAIN TRACK, 43 1/2
 GX2182'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, IN TOP OF THE
 GX2182'NORTH EDGE OF A LOW SLOPING ROCK LEDGE, 45 FEET EAST OF A CROSSING
 GX2182'SIGNAL, 159 FEET SOUTH AND ACROSS THE TRACK FROM THE SOUTHEAST
 GX2182'CORNER OF HIGHWAY BRIDGE OVER GUYANDOT RIVER, AND ABOUT 3 FEET
 GX2182'ABOVE THE LEVEL OF THE CROSSING.
 GX2182
 GX2182                          STATION RECOVERY (1963)
 GX2182
 GX2182'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2220 ***********************************************************************
 GX2220  DESIGNATION -  L 45
 GX2220  PID         -  GX2220
 GX2220  STATE/COUNTY-  WV/LOGAN
 GX2220  USGS QUAD   -  LOGAN (1989)
 GX2220
 GX2220                         *CURRENT SURVEY CONTROL
 GX2220  ___________________________________________________________________
 GX2220* NAD 83(1986)-  37 45 49.     (N)    081 54 28.     (W)     SCALED    
 GX2220* NAVD 88     -       239.692  (meters)     786.39   (feet)  ADJUSTED  
 GX2220  ___________________________________________________________________
 GX2220  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GX2220  DYNAMIC HT  -         239.514 (meters)     785.81  (feet)  COMP
 GX2220  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 GX2220
 GX2220  VERT ORDER  -  SECOND    CLASS 0
 GX2220
 GX2220.The horizontal coordinates were scaled from a topographic map and have
 GX2220.an estimated accuracy of +/- 6 seconds.
 GX2220
 GX2220.The orthometric height was determined by differential leveling
 GX2220.and adjusted by the National Geodetic Survey in June 1991..
 GX2220
 GX2220.The geoid height was determined by GEOID03.
 GX2220
 GX2220.The dynamic height is computed by dividing the NAVD 88
 GX2220.geopotential number by the normal gravity value computed on the
 GX2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2220.degrees latitude (g = 980.6199 gals.).
 GX2220
 GX2220.The modeled gravity was interpolated from observed gravity values.
 GX2220
 GX2220;                    North         East    Units  Estimated Accuracy
 GX2220;SPC WV S     -    85,140.      520,020.      MT  (+/- 180 meters Scaled)
 GX2220
 GX2220                          SUPERSEDED SURVEY CONTROL
 GX2220
 GX2220  NGVD 29 (??/??/92)  239.906  (m)          787.09   (f) ADJ UNCH    2 0
 GX2220
 GX2220.Superseded values are not recommended for survey control.
 GX2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2220.See file dsdata.txt to determine how the superseded data were derived.
 GX2220
 GX2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB200799(NAD 83)
 GX2220_MARKER: DB = BENCH MARK DISK
 GX2220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2220_SP_SET: BRIDGE
 GX2220_STAMPING: L 45 1935
 GX2220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2220
 GX2220  HISTORY     - Date     Condition        Report By
 GX2220  HISTORY     - 1935     MONUMENTED       CGS
 GX2220  HISTORY     - 1957     POOR             NGS
 GX2220
 GX2220                          STATION DESCRIPTION
 GX2220
 GX2220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2220'0.5 MI SE FROM EARLING.
 GX2220'ABOUT 0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE CROSSING
 GX2220'OF THE CHESAPEAKE AND OHIO RAILWAY AT EARLING, ABOUT 200 YARDS
 GX2220'EAST AND ACROSS HIGTHWAY AND GUYANDOT RIVER FROM THE NORTH END
 GX2220'MCDONALD AIRPORT, IN THE TOP OF NORTH END OF EAST ABUTMENT OF
 GX2220'A 250-FOOT BIDGE UNDER HIGHWAY 10, 12 FEET NORTH OF CENTER LINE
 GX2220'OF HIGHWAY, 1 FOOT SOUTH OF NORTH END OF ABUTMENT AND ABOUT
 GX2220'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0042 ***********************************************************************
 GY0042  DESIGNATION -  L 46
 GY0042  PID         -  GY0042
 GY0042  STATE/COUNTY-  WV/MINGO
 GY0042  USGS QUAD   -  KERMIT (1992)
 GY0042
 GY0042                         *CURRENT SURVEY CONTROL
 GY0042  ___________________________________________________________________
 GY0042* NAD 83(1986)-  37 50 17.     (N)    082 24 29.     (W)     SCALED    
 GY0042* NAVD 88     -       192.780  (meters)     632.48   (feet)  ADJUSTED  
 GY0042  ___________________________________________________________________
 GY0042  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GY0042  DYNAMIC HT  -         192.638 (meters)     632.01  (feet)  COMP
 GY0042  MODELED GRAV-     979,891.0   (mgal)                       NAVD 88
 GY0042
 GY0042  VERT ORDER  -  SECOND    CLASS 0
 GY0042
 GY0042.The horizontal coordinates were scaled from a topographic map and have
 GY0042.an estimated accuracy of +/- 6 seconds.
 GY0042
 GY0042.The orthometric height was determined by differential leveling
 GY0042.and adjusted by the National Geodetic Survey in June 1991..
 GY0042.WARNING-Repeat measurements at this control monument indicate possible
 GY0042.vertical movement.
 GY0042
 GY0042.The geoid height was determined by GEOID03.
 GY0042
 GY0042.The dynamic height is computed by dividing the NAVD 88
 GY0042.geopotential number by the normal gravity value computed on the
 GY0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0042.degrees latitude (g = 980.6199 gals.).
 GY0042
 GY0042.The modeled gravity was interpolated from observed gravity values.
 GY0042
 GY0042;                    North         East    Units  Estimated Accuracy
 GY0042;SPC WV S     -    93,960.      476,070.      MT  (+/- 180 meters Scaled)
 GY0042
 GY0042                          SUPERSEDED SURVEY CONTROL
 GY0042
 GY0042  NGVD 29 (??/??/92)  192.996  (m)          633.19   (f) ADJ UNCH    2 0
 GY0042
 GY0042.Superseded values are not recommended for survey control.
 GY0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0042.See file dsdata.txt to determine how the superseded data were derived.
 GY0042
 GY0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB761887(NAD 83)
 GY0042_MARKER: DB = BENCH MARK DISK
 GY0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0042_SP_SET: BUILDING
 GY0042_STAMPING: L 46 1935 633.188
 GY0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0042
 GY0042  HISTORY     - Date     Condition        Report By
 GY0042  HISTORY     - 1935     MONUMENTED       CGS
 GY0042  HISTORY     - 1956     GOOD             NGS
 GY0042  HISTORY     - 199003   MARK NOT FOUND   USGS
 GY0042
 GY0042                          STATION DESCRIPTION
 GY0042
 GY0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0042'AT KERMIT.
 GY0042'AT KERMIT, ALONG THE NORFOLK AND WESTERN RAILROAD, SET VERTICALLY
 GY0042'IN THE WEST FACE OF A STONE RETAINING WALL AT REAR OF MUNCY CASH
 GY0042'STORE, 38 FEET EAST OF THE EAST RAIL OF MAIN NORTH BOUND TRACK,
 GY0042'200 FEET SOUTH AND ACROSS A STREET FROM THE SOUTHEAST CORNER OF
 GY0042'RAILROAD STATION, 3 FEET BELOW THE TOP OF RETAINING WALL AND
 GY0042'4 INCHES BELOW GROUND SURFACE, AND ABOUT LEVEL WITH TRACK.
 GY0042
 GY0042                          STATION RECOVERY (1990)
 GY0042
 GY0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (DW)
 GY0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1600 ***********************************************************************
 GX1600  DESIGNATION -  L 48
 GX1600  PID         -  GX1600
 GX1600  STATE/COUNTY-  WV/MCDOWELL
 GX1600  USGS QUAD   -  IAEGER (1976)
 GX1600
 GX1600                         *CURRENT SURVEY CONTROL
 GX1600  ___________________________________________________________________
 GX1600* NAD 83(1986)-  37 28 42.     (N)    081 50 51.     (W)     SCALED    
 GX1600* NAVD 88     -       294.390  (meters)     965.84   (feet)  ADJUSTED  
 GX1600  ___________________________________________________________________
 GX1600  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX1600  DYNAMIC HT  -         294.155 (meters)     965.07  (feet)  COMP
 GX1600  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 GX1600
 GX1600  VERT ORDER  -  SECOND    CLASS 0
 GX1600
 GX1600.The horizontal coordinates were scaled from a topographic map and have
 GX1600.an estimated accuracy of +/- 6 seconds.
 GX1600
 GX1600.The orthometric height was determined by differential leveling
 GX1600.and adjusted by the National Geodetic Survey in June 1991..
 GX1600
 GX1600.The geoid height was determined by GEOID03.
 GX1600
 GX1600.The dynamic height is computed by dividing the NAVD 88
 GX1600.geopotential number by the normal gravity value computed on the
 GX1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1600.degrees latitude (g = 980.6199 gals.).
 GX1600
 GX1600.The modeled gravity was interpolated from observed gravity values.
 GX1600
 GX1600;                    North         East    Units  Estimated Accuracy
 GX1600;SPC WV S     -    53,430.      525,040.      MT  (+/- 180 meters Scaled)
 GX1600
 GX1600                          SUPERSEDED SURVEY CONTROL
 GX1600
 GX1600  NGVD 29 (??/??/92)  294.590  (m)          966.50   (f) ADJ UNCH    2 0
 GX1600
 GX1600.Superseded values are not recommended for survey control.
 GX1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1600.See file dsdata.txt to determine how the superseded data were derived.
 GX1600
 GX1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB250482(NAD 83)
 GX1600_MARKER: DB = BENCH MARK DISK
 GX1600_SETTING: 66 = SET IN ROCK OUTCROP
 GX1600_SP_SET: SET IN ROCK OUTCROP
 GX1600_STAMPING: L 48 1935
 GX1600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1600+STABILITY: POSITION/ELEVATION WELL
 GX1600
 GX1600  HISTORY     - Date     Condition        Report By
 GX1600  HISTORY     - 1935     MONUMENTED       CGS
 GX1600
 GX1600                          STATION DESCRIPTION
 GX1600
 GX1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1600'1.1 MI SW FROM HULL.
 GX1600'1.1 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1600'THE STATION AT HULL, MCDOWELL COUNTY, 0.2 MILE EAST OF MILEPOST
 GX1600'N 426, AT A CATENARY BRIDGE, 44 YARDS WEST OF ONE BRIDGE SUPPORT,
 GX1600'18 YARDS NORTH OF ANOTHER BRIDGE SUPPORT, IN THE EAST FACE OF A
 GX1600'ROCK CLIFF, NEAR THE FRONT OF A LARGE PROTRUDING ROCK, 9 FEET
 GX1600'NORTHWEST OF THE NORTHWEST RAIL, 1.9 FEET ABOVE THE GROUND, AND
 GX1600'ABOUT 6 INCHES ABOVE THE LEVEL OF THE RAIL.  A STANDARD DISK,
 GX1600'STAMPED L 48 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1686 ***********************************************************************
 GX1686  DESIGNATION -  L 49
 GX1686  PID         -  GX1686
 GX1686  STATE/COUNTY-  WV/MCDOWELL
 GX1686  USGS QUAD   -  WELCH (1976)
 GX1686
 GX1686                         *CURRENT SURVEY CONTROL
 GX1686  ___________________________________________________________________
 GX1686* NAD 83(1986)-  37 25 28.     (N)    081 30 15.     (W)     SCALED    
 GX1686* NAVD 88     -       455.328  (meters)    1493.86   (feet)  ADJUSTED  
 GX1686  ___________________________________________________________________
 GX1686  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1686  DYNAMIC HT  -         454.949 (meters)    1492.61  (feet)  COMP
 GX1686  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GX1686
 GX1686  VERT ORDER  -  SECOND    CLASS 0
 GX1686
 GX1686.The horizontal coordinates were scaled from a topographic map and have
 GX1686.an estimated accuracy of +/- 6 seconds.
 GX1686
 GX1686.The orthometric height was determined by differential leveling
 GX1686.and adjusted by the National Geodetic Survey in June 1991..
 GX1686.WARNING-Repeat measurements at this control monument indicate possible
 GX1686.vertical movement.
 GX1686
 GX1686.The geoid height was determined by GEOID03.
 GX1686
 GX1686.The dynamic height is computed by dividing the NAVD 88
 GX1686.geopotential number by the normal gravity value computed on the
 GX1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1686.degrees latitude (g = 980.6199 gals.).
 GX1686
 GX1686.The modeled gravity was interpolated from observed gravity values.
 GX1686
 GX1686;                    North         East    Units  Estimated Accuracy
 GX1686;SPC WV S     -    47,230.      555,370.      MT  (+/- 180 meters Scaled)
 GX1686
 GX1686                          SUPERSEDED SURVEY CONTROL
 GX1686
 GX1686  NGVD 29 (??/??/92)  455.491  (m)         1494.39   (f) ADJ UNCH    2 0
 GX1686
 GX1686.Superseded values are not recommended for survey control.
 GX1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1686.See file dsdata.txt to determine how the superseded data were derived.
 GX1686
 GX1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB553420(NAD 83)
 GX1686_MARKER: DB = BENCH MARK DISK
 GX1686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1686_SP_SET: BLDG
 GX1686_STAMPING: L 49 1935
 GX1686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1686
 GX1686  HISTORY     - Date     Condition        Report By
 GX1686  HISTORY     - 1935     MONUMENTED       CGS
 GX1686  HISTORY     - 1958     GOOD             NGS
 GX1686
 GX1686                          STATION DESCRIPTION
 GX1686
 GX1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1686'AT KIMBALL.
 GX1686'AT KIMBALL, ALONG THE NORFOLK AND WESTERN RAILWAY, 52 YARDS
 GX1686'SOUTHEAST OF EAST CORNER OF THE STATION, SET VERTICALLY IN THE
 GX1686'SOUTHWEST FACE OF THE SOUTH CORNER OF A LOW BRICK OFFICE
 GX1686'BUILDING, 75 FEET NORTHEAST OF NORTHEAST RAIL OF NORTHEAST MAIN
 GX1686'TRACK, 2 FEET NORTHWEST OF THE SOUTH CORNER OF BUILDING, 3 1/2
 GX1686'FEET ABOVE GROUND AND ABOUT 2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2032 ***********************************************************************
 HX2032  DESIGNATION -  L 5
 HX2032  PID         -  HX2032
 HX2032  STATE/COUNTY-  WV/PUTNAM
 HX2032  USGS QUAD   -  SAINT ALBANS (1976)
 HX2032
 HX2032                         *CURRENT SURVEY CONTROL
 HX2032  ___________________________________________________________________
 HX2032* NAD 83(1986)-  38 28 10.     (N)    081 48 53.     (W)     SCALED    
 HX2032* NAVD 88     -       175.885  (meters)     577.05   (feet)  ADJUSTED  
 HX2032  ___________________________________________________________________
 HX2032  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HX2032  DYNAMIC HT  -         175.764 (meters)     576.65  (feet)  COMP
 HX2032  MODELED GRAV-     979,936.3   (mgal)                       NAVD 88
 HX2032
 HX2032  VERT ORDER  -  FIRST     CLASS II
 HX2032
 HX2032.The horizontal coordinates were scaled from a topographic map and have
 HX2032.an estimated accuracy of +/- 6 seconds.
 HX2032
 HX2032.The orthometric height was determined by differential leveling
 HX2032.and adjusted by the National Geodetic Survey in June 1991..
 HX2032
 HX2032.The geoid height was determined by GEOID03.
 HX2032
 HX2032.The dynamic height is computed by dividing the NAVD 88
 HX2032.geopotential number by the normal gravity value computed on the
 HX2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2032.degrees latitude (g = 980.6199 gals.).
 HX2032
 HX2032.The modeled gravity was interpolated from observed gravity values.
 HX2032
 HX2032;                    North         East    Units  Estimated Accuracy
 HX2032;SPC WV S     -   163,410.      528,910.      MT  (+/- 180 meters Scaled)
 HX2032
 HX2032                          SUPERSEDED SURVEY CONTROL
 HX2032
 HX2032  NGVD 29 (??/??/92)  176.082  (m)          577.70   (f) ADJ UNCH    1 2
 HX2032
 HX2032.Superseded values are not recommended for survey control.
 HX2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2032.See file dsdata.txt to determine how the superseded data were derived.
 HX2032
 HX2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC289582(NAD 83)
 HX2032_MARKER: DB = BENCH MARK DISK
 HX2032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2032_SP_SET: BRIDGE SEAT
 HX2032_STAMPING: L 5 1933
 HX2032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2032
 HX2032  HISTORY     - Date     Condition        Report By
 HX2032  HISTORY     - 1933     MONUMENTED       CGS
 HX2032  HISTORY     - 1956     GOOD             NGS
 HX2032  HISTORY     - 1976     GOOD             NGS
 HX2032
 HX2032                          STATION DESCRIPTION
 HX2032
 HX2032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2032'0.6 MI S FROM RAYMOND CITY.
 HX2032'ABOUT 0.6 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX2032'THE BRIDGE OVER POCATALICO RIVER AT RAYMOND CITY, AT POCA,
 HX2032'IN THE TOP AND 1 FOOT WEST OF EAST END OF BRIDGE SEAT OF SOUTH
 HX2032'CONCRETE ABUTMENT OF A 65-FOOT STEEL PLATE BRIDGE OVER A CREEK
 HX2032'BRANCH, 15 1/2 FEET EAST OF EAST RAIL AND ABOUT 7 FEET BELOW
 HX2032'LEVEL OF TRACK.
 HX2032
 HX2032                          STATION RECOVERY (1976)
 HX2032
 HX2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2231 ***********************************************************************
 GX2231  DESIGNATION -  L 50
 GX2231  PID         -  GX2231
 GX2231  STATE/COUNTY-  WV/LOGAN
 GX2231  USGS QUAD   -  HENLAWSON (1976)
 GX2231
 GX2231                         *CURRENT SURVEY CONTROL
 GX2231  ___________________________________________________________________
 GX2231* NAD 83(1986)-  37 55 38.     (N)    081 58 48.     (W)     SCALED    
 GX2231* NAVD 88     -       199.229  (meters)     653.64   (feet)  ADJUSTED  
 GX2231  ___________________________________________________________________
 GX2231  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GX2231  DYNAMIC HT  -         199.084 (meters)     653.16  (feet)  COMP
 GX2231  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 GX2231
 GX2231  VERT ORDER  -  SECOND    CLASS 0
 GX2231
 GX2231.The horizontal coordinates were scaled from a topographic map and have
 GX2231.an estimated accuracy of +/- 6 seconds.
 GX2231
 GX2231.The orthometric height was determined by differential leveling
 GX2231.and adjusted by the National Geodetic Survey in June 1991..
 GX2231
 GX2231.The geoid height was determined by GEOID03.
 GX2231
 GX2231.The dynamic height is computed by dividing the NAVD 88
 GX2231.geopotential number by the normal gravity value computed on the
 GX2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2231.degrees latitude (g = 980.6199 gals.).
 GX2231
 GX2231.The modeled gravity was interpolated from observed gravity values.
 GX2231
 GX2231;                    North         East    Units  Estimated Accuracy
 GX2231;SPC WV S     -   103,370.      513,850.      MT  (+/- 180 meters Scaled)
 GX2231
 GX2231                          SUPERSEDED SURVEY CONTROL
 GX2231
 GX2231  NGVD 29 (??/??/92)  199.439  (m)          654.33   (f) ADJ UNCH    2 0
 GX2231
 GX2231.Superseded values are not recommended for survey control.
 GX2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2231.See file dsdata.txt to determine how the superseded data were derived.
 GX2231
 GX2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB138981(NAD 83)
 GX2231_MARKER: DB = BENCH MARK DISK
 GX2231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2231_SP_SET: BRIDGE
 GX2231_STAMPING: L 50 1935
 GX2231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2231
 GX2231  HISTORY     - Date     Condition        Report By
 GX2231  HISTORY     - 1935     MONUMENTED       CGS
 GX2231  HISTORY     - 1957     GOOD             NGS
 GX2231
 GX2231                          STATION DESCRIPTION
 GX2231
 GX2231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2231'0.2 MI SE FROM PECKS MILL.
 GX2231'ABOUT 0.25 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX2231'FROM THE STATION SHED AT PECKS MILL, 30 YARDS SOUTHEAST OF MILE
 GX2231'POST 59, 11 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 GX2231'TRACK, SET IN THE TOP OF THE NORTHEAST END OF BRIDGE SEAT OF THE
 GX2231'NORTHWEST ABUTMENT OF BRIDGE NUMBER 590 OVER MILL CREEK, ABOUT
 GX2231'6 FEET BELOW THE LEVEL OF THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2232 ***********************************************************************
 GX2232  DESIGNATION -  L 50 X
 GX2232  PID         -  GX2232
 GX2232  STATE/COUNTY-  WV/LOGAN
 GX2232  USGS QUAD   -  HENLAWSON (1976)
 GX2232
 GX2232                         *CURRENT SURVEY CONTROL
 GX2232  ___________________________________________________________________
 GX2232* NAD 83(1986)-  37 55 38.     (N)    081 58 52.     (W)     SCALED    
 GX2232* NAVD 88     -       202.783  (meters)     665.30   (feet)  ADJUSTED  
 GX2232  ___________________________________________________________________
 GX2232  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GX2232  DYNAMIC HT  -         202.635 (meters)     664.81  (feet)  COMP
 GX2232  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 GX2232
 GX2232  VERT ORDER  -  SECOND    CLASS 0
 GX2232
 GX2232.The horizontal coordinates were scaled from a topographic map and have
 GX2232.an estimated accuracy of +/- 6 seconds.
 GX2232
 GX2232.The orthometric height was determined by differential leveling
 GX2232.and adjusted by the National Geodetic Survey in June 1991..
 GX2232
 GX2232.The geoid height was determined by GEOID03.
 GX2232
 GX2232.The dynamic height is computed by dividing the NAVD 88
 GX2232.geopotential number by the normal gravity value computed on the
 GX2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2232.degrees latitude (g = 980.6199 gals.).
 GX2232
 GX2232.The modeled gravity was interpolated from observed gravity values.
 GX2232
 GX2232;                    North         East    Units  Estimated Accuracy
 GX2232;SPC WV S     -   103,370.      513,750.      MT  (+/- 180 meters Scaled)
 GX2232
 GX2232                          SUPERSEDED SURVEY CONTROL
 GX2232
 GX2232  NGVD 29 (??/??/92)  202.993  (m)          665.99   (f) ADJ UNCH    2 0
 GX2232
 GX2232.Superseded values are not recommended for survey control.
 GX2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2232.See file dsdata.txt to determine how the superseded data were derived.
 GX2232
 GX2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB137981(NAD 83)
 GX2232_MARKER: DB = BENCH MARK DISK
 GX2232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2232_SP_SET: PIER
 GX2232_STAMPING: L 50 X 1935
 GX2232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2232
 GX2232  HISTORY     - Date     Condition        Report By
 GX2232  HISTORY     - 1935     MONUMENTED       CGS
 GX2232  HISTORY     - 1957     GOOD             NGS
 GX2232
 GX2232                          STATION DESCRIPTION
 GX2232
 GX2232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2232'0.2 MI SE FROM PECKS MILL.
 GX2232'ABOUT 0.2 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX2232'FROM THE STATION SHED AT PECKS MILL, 21 1/2 FEET SOUTHWEST OF
 GX2232'THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, SET IN THE TOP AND AT
 GX2232'THE NORTHEAST CORNER OF THE BASE OF THE SOUTHEAST ONE OF TWO
 GX2232'CONCRETE PIERS, ABOUT 5 FEET ABOVE THE LEVEL OF THE TOP OF THE
 GX2232'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0526 ***********************************************************************
 HY0526  DESIGNATION -  L 51
 HY0526  PID         -  HY0526
 HY0526  STATE/COUNTY-  WV/CABELL
 HY0526  USGS QUAD   -  WEST HAMLIN (1989)
 HY0526
 HY0526                         *CURRENT SURVEY CONTROL
 HY0526  ___________________________________________________________________
 HY0526* NAD 83(1986)-  38 18 41.     (N)    082 12 27.     (W)     SCALED    
 HY0526* NAVD 88     -       179.524  (meters)     588.99   (feet)  ADJUSTED  
 HY0526  ___________________________________________________________________
 HY0526  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HY0526  DYNAMIC HT  -         179.399 (meters)     588.58  (feet)  COMP
 HY0526  MODELED GRAV-     979,931.0   (mgal)                       NAVD 88
 HY0526
 HY0526  VERT ORDER  -  SECOND    CLASS 0
 HY0526
 HY0526.The horizontal coordinates were scaled from a topographic map and have
 HY0526.an estimated accuracy of +/- 6 seconds.
 HY0526
 HY0526.The orthometric height was determined by differential leveling
 HY0526.and adjusted by the National Geodetic Survey in June 1991..
 HY0526
 HY0526.The geoid height was determined by GEOID03.
 HY0526
 HY0526.The dynamic height is computed by dividing the NAVD 88
 HY0526.geopotential number by the normal gravity value computed on the
 HY0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0526.degrees latitude (g = 980.6199 gals.).
 HY0526
 HY0526.The modeled gravity was interpolated from observed gravity values.
 HY0526
 HY0526;                    North         East    Units  Estimated Accuracy
 HY0526;SPC WV S     -   146,240.      494,400.      MT  (+/- 180 meters Scaled)
 HY0526
 HY0526                          SUPERSEDED SURVEY CONTROL
 HY0526
 HY0526  NGVD 29 (??/??/92)  179.722  (m)          589.64   (f) ADJ UNCH    2 0
 HY0526
 HY0526.Superseded values are not recommended for survey control.
 HY0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0526.See file dsdata.txt to determine how the superseded data were derived.
 HY0526
 HY0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC944410(NAD 83)
 HY0526_MARKER: DB = BENCH MARK DISK
 HY0526_SETTING: 66 = SET IN ROCK OUTCROP
 HY0526_SP_SET: ROCK OUTCROP
 HY0526_STAMPING: L 51 1935
 HY0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0526+STABILITY: POSITION/ELEVATION WELL
 HY0526
 HY0526  HISTORY     - Date     Condition        Report By
 HY0526  HISTORY     - 1935     MONUMENTED       CGS
 HY0526  HISTORY     - 1956     MARK NOT FOUND   NGS
 HY0526
 HY0526                          STATION DESCRIPTION
 HY0526
 HY0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0526'1.1 MI SE FROM SALT ROCK.
 HY0526'1.1 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY0526'THE STATION AT SALT ROCK, CABELL COUNTY, 0.2 MILE WEST OF THE
 HY0526'S.E. WIDSKILL RESIDENCE, 0.1 MILE EAST OF MILEPOST B 15, 30 FEET
 HY0526'SOUTH OF THE SOUTH RAIL, 3 FEET NORTHWEST OF A SOUTHWEST FENCE
 HY0526'CORNER, IN THE TOP OF A ROCK OUTCROP, AND LEVEL WITH THE TRACK.
 HY0526'A STANDARD DISK, STAMPED L 51 1935.
 HY0526
 HY0526                          STATION RECOVERY (1956)
 HY0526
 HY0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HY0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0989 ***********************************************************************
 JX0989  DESIGNATION -  L 6
 JX0989  PID         -  JX0989
 JX0989  STATE/COUNTY-  WV/WOOD
 JX0989  USGS QUAD   -  KANAWHA (1989)
 JX0989
 JX0989                         *CURRENT SURVEY CONTROL
 JX0989  ___________________________________________________________________
 JX0989* NAD 83(1986)-  39 08 09.     (N)    081 26 46.     (W)     SCALED    
 JX0989* NAVD 88     -       184.298  (meters)     604.65   (feet)  ADJUSTED  
 JX0989  ___________________________________________________________________
 JX0989  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JX0989  DYNAMIC HT  -         184.183 (meters)     604.27  (feet)  COMP
 JX0989  MODELED GRAV-     979,997.2   (mgal)                       NAVD 88
 JX0989
 JX0989  VERT ORDER  -  SECOND    CLASS 0
 JX0989
 JX0989.The horizontal coordinates were scaled from a topographic map and have
 JX0989.an estimated accuracy of +/- 6 seconds.
 JX0989
 JX0989.The orthometric height was determined by differential leveling
 JX0989.and adjusted by the National Geodetic Survey in June 1991..
 JX0989
 JX0989.The geoid height was determined by GEOID03.
 JX0989
 JX0989.The dynamic height is computed by dividing the NAVD 88
 JX0989.geopotential number by the normal gravity value computed on the
 JX0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0989.degrees latitude (g = 980.6199 gals.).
 JX0989
 JX0989.The modeled gravity was interpolated from observed gravity values.
 JX0989
 JX0989;                    North         East    Units  Estimated Accuracy
 JX0989;SPC WV N     -    72,410.      431,760.      MT  (+/- 180 meters Scaled)
 JX0989
 JX0989                          SUPERSEDED SURVEY CONTROL
 JX0989
 JX0989  NGVD 29 (??/??/92)  184.480  (m)          605.25   (f) ADJ UNCH    2 0
 JX0989
 JX0989.Superseded values are not recommended for survey control.
 JX0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0989.See file dsdata.txt to determine how the superseded data were derived.
 JX0989
 JX0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD614319(NAD 83)
 JX0989_MARKER: DB = BENCH MARK DISK
 JX0989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0989_SP_SET: BRIDGE
 JX0989_STAMPING: L 6 1933
 JX0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0989
 JX0989  HISTORY     - Date     Condition        Report By
 JX0989  HISTORY     - 1933     MONUMENTED       CGS
 JX0989  HISTORY     - 1941     GOOD             NGS
 JX0989
 JX0989                          STATION DESCRIPTION
 JX0989
 JX0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JX0989'0.1 MI S FROM SLATE.
 JX0989'0.1 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 JX0989'SLATE, WOOD COUNTY, AT THE BRIDGE OVER SLATE CREEK, IN THE TOP
 JX0989'OF THE EAST END OF THE NORTH CONCRETE ABUTMENT, 46.6 FEET SOUTH
 JX0989'OF THE CENTERLINE OF A SIDE ROAD, 12.0 FEET EAST OF THE CENTERLINE
 JX0989'OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A
 JX0989'STANDARD DISK, STAMPED L 6 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0364 ***********************************************************************
 JW0364  DESIGNATION -  L 60
 JW0364  PID         -  JW0364
 JW0364  STATE/COUNTY-  WV/HARDY
 JW0364  USGS QUAD   -  NEEDMORE (1970)
 JW0364
 JW0364                         *CURRENT SURVEY CONTROL
 JW0364  ___________________________________________________________________
 JW0364* NAD 83(1986)-  39 01 40.     (N)    078 45 21.     (W)     SCALED    
 JW0364* NAVD 88     -       398.461  (meters)    1307.28   (feet)  ADJUSTED  
 JW0364  ___________________________________________________________________
 JW0364  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JW0364  DYNAMIC HT  -         398.188 (meters)    1306.39  (feet)  COMP
 JW0364  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 JW0364
 JW0364  VERT ORDER  -  SECOND    CLASS 0
 JW0364
 JW0364.The horizontal coordinates were scaled from a topographic map and have
 JW0364.an estimated accuracy of +/- 6 seconds.
 JW0364
 JW0364.The orthometric height was determined by differential leveling
 JW0364.and adjusted by the National Geodetic Survey in June 1991..
 JW0364
 JW0364.The geoid height was determined by GEOID03.
 JW0364
 JW0364.The dynamic height is computed by dividing the NAVD 88
 JW0364.geopotential number by the normal gravity value computed on the
 JW0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0364.degrees latitude (g = 980.6199 gals.).
 JW0364
 JW0364.The modeled gravity was interpolated from observed gravity values.
 JW0364
 JW0364;                    North         East    Units  Estimated Accuracy
 JW0364;SPC WV N     -    58,860.      664,440.      MT  (+/- 180 meters Scaled)
 JW0364
 JW0364                          SUPERSEDED SURVEY CONTROL
 JW0364
 JW0364  NGVD 29 (??/??/92)  398.605  (m)         1307.76   (f) ADJ UNCH    2 0
 JW0364
 JW0364.Superseded values are not recommended for survey control.
 JW0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0364.See file dsdata.txt to determine how the superseded data were derived.
 JW0364
 JW0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD942222(NAD 83)
 JW0364_MARKER: DB = BENCH MARK DISK
 JW0364_SETTING: 0 = UNSPECIFIED SETTING
 JW0364_STAMPING: L 60 1935
 JW0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0364
 JW0364  HISTORY     - Date     Condition        Report By
 JW0364  HISTORY     - 1935     MONUMENTED       CGS
 JW0364  HISTORY     - 1962     MARK NOT FOUND   NGS
 JW0364  HISTORY     - 1970     MARK NOT FOUND   USGS
 JW0364
 JW0364                          STATION DESCRIPTION
 JW0364
 JW0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JW0364'1.1 MI S FROM BAKER.
 JW0364'1.1 MILES SOUTH ALONG FORMER STATE HIGHWAY 58 FROM THE BAKER RUN
 JW0364'BRIDGE AT BAKER, HARDY COUNTY, 21 FEET NORTH OF CULVERT 57 + 30.6,
 JW0364'30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTH
 JW0364'OF THE NORTH END OF A FIELD-ENTRANCE GATE.  A STANDARD DISK,
 JW0364'STAMPED L 60 1935.
 JW0364
 JW0364                          STATION RECOVERY (1970)
 JW0364
 JW0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JW0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1522 ***********************************************************************
 HW1522  DESIGNATION -  L 61
 HW1522  PID         -  HW1522
 HW1522  STATE/COUNTY-  WV/PENDLETON
 HW1522  USGS QUAD   -  FRANKLIN (1995)
 HW1522
 HW1522                         *CURRENT SURVEY CONTROL
 HW1522  ___________________________________________________________________
 HW1522* NAD 83(1986)-  38 40 05.     (N)    079 15 02.     (W)     SCALED    
 HW1522* NAVD 88     -       718.100  (meters)    2355.97   (feet)  ADJUSTED  
 HW1522  ___________________________________________________________________
 HW1522  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 HW1522  DYNAMIC HT  -         717.579 (meters)    2354.26  (feet)  COMP
 HW1522  MODELED GRAV-     979,879.0   (mgal)                       NAVD 88
 HW1522
 HW1522  VERT ORDER  -  SECOND    CLASS 0
 HW1522
 HW1522.The horizontal coordinates were scaled from a topographic map and have
 HW1522.an estimated accuracy of +/- 6 seconds.
 HW1522
 HW1522.The orthometric height was determined by differential leveling
 HW1522.and adjusted by the National Geodetic Survey in June 1991..
 HW1522
 HW1522.The geoid height was determined by GEOID03.
 HW1522
 HW1522.The dynamic height is computed by dividing the NAVD 88
 HW1522.geopotential number by the normal gravity value computed on the
 HW1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1522.degrees latitude (g = 980.6199 gals.).
 HW1522
 HW1522.The modeled gravity was interpolated from observed gravity values.
 HW1522
 HW1522;                    North         East    Units  Estimated Accuracy
 HW1522;SPC WV S     -   186,580.      752,240.      MT  (+/- 180 meters Scaled)
 HW1522
 HW1522                          SUPERSEDED SURVEY CONTROL
 HW1522
 HW1522  NGVD 29 (??/??/92)  718.219  (m)         2356.36   (f) ADJ UNCH    2 0
 HW1522
 HW1522.Superseded values are not recommended for survey control.
 HW1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1522.See file dsdata.txt to determine how the superseded data were derived.
 HW1522
 HW1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC521813(NAD 83)
 HW1522_MARKER: DB = BENCH MARK DISK
 HW1522_SETTING: 66 = SET IN ROCK OUTCROP
 HW1522_SP_SET: ROCK OUTCROP
 HW1522_STAMPING: L 61 1935
 HW1522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1522+STABILITY: POSITION/ELEVATION WELL
 HW1522
 HW1522  HISTORY     - Date     Condition        Report By
 HW1522  HISTORY     - 1935     MONUMENTED       CGS
 HW1522  HISTORY     - 1962     GOOD             NGS
 HW1522
 HW1522                          STATION DESCRIPTION
 HW1522
 HW1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1522'2.6 MI NW FROM OAK FLAT.
 HW1522'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE HIGHWAY TURN
 HW1522'AT OAK FLAT, PENDLETON COUNTY, 200 FEET SOUTHEAST OF THE TOP OF
 HW1522'SOUTH FORK MOUNTAIN, 100 FEET SOUTHEAST OF THE JUNCTION OF A
 HW1522'ROAD LEADING NORTHEAST, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HW1522'HIGHWAY, 10 FEET SOUTHWEST OF A FENCE LINE, IN THE TOP OF A ROCK
 HW1522'OUTCROP, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND 15 INCHES
 HW1522'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1736 ***********************************************************************
 HX1736  DESIGNATION -  L 7
 HX1736  PID         -  HX1736
 HX1736  STATE/COUNTY-  WV/ROANE
 HX1736  USGS QUAD   -  KETTLE (1975)
 HX1736
 HX1736                         *CURRENT SURVEY CONTROL
 HX1736  ___________________________________________________________________
 HX1736* NAD 83(1986)-  38 34 31.     (N)    081 22 41.     (W)     SCALED    
 HX1736* NAVD 88     -       209.535  (meters)     687.45   (feet)  ADJUSTED  
 HX1736  ___________________________________________________________________
 HX1736  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 HX1736  DYNAMIC HT  -         209.391 (meters)     686.98  (feet)  COMP
 HX1736  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 HX1736
 HX1736  VERT ORDER  -  SECOND    CLASS 0
 HX1736
 HX1736.The horizontal coordinates were scaled from a topographic map and have
 HX1736.an estimated accuracy of +/- 6 seconds.
 HX1736
 HX1736.The orthometric height was determined by differential leveling
 HX1736.and adjusted by the National Geodetic Survey in June 1991..
 HX1736
 HX1736.The geoid height was determined by GEOID03.
 HX1736
 HX1736.The dynamic height is computed by dividing the NAVD 88
 HX1736.geopotential number by the normal gravity value computed on the
 HX1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1736.degrees latitude (g = 980.6199 gals.).
 HX1736
 HX1736.The modeled gravity was interpolated from observed gravity values.
 HX1736
 HX1736;                    North         East    Units  Estimated Accuracy
 HX1736;SPC WV S     -   174,910.      567,060.      MT  (+/- 180 meters Scaled)
 HX1736
 HX1736                          SUPERSEDED SURVEY CONTROL
 HX1736
 HX1736  NGVD 29 (??/??/92)  209.703  (m)          688.00   (f) ADJ UNCH    2 0
 HX1736
 HX1736.Superseded values are not recommended for survey control.
 HX1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1736.See file dsdata.txt to determine how the superseded data were derived.
 HX1736
 HX1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC670697(NAD 83)
 HX1736_MARKER: DB = BENCH MARK DISK
 HX1736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1736_SP_SET: CULVERT
 HX1736_STAMPING: L 7 1933
 HX1736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1736
 HX1736  HISTORY     - Date     Condition        Report By
 HX1736  HISTORY     - 1933     MONUMENTED       CGS
 HX1736  HISTORY     - 1956     GOOD             NGS
 HX1736
 HX1736                          STATION DESCRIPTION
 HX1736
 HX1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1736'1.5 MI N FROM COTTON.
 HX1736'1.5 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 HX1736'COTTON, ABOUT 250 YARDS SOUTHEAST OF A LARGE 2-STORY FARMHOUSE,
 HX1736'AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH END OF THE EAST
 HX1736'CONCRETE HEADWALL, 6 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY,
 HX1736'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED L 7 1933.
 HX1736'NOTE-- THE MARK IS 2.6 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE
 HX1736'TOP OF MT. WELCOME, ROANE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0994 ***********************************************************************
 JX0994  DESIGNATION -  L 76
 JX0994  PID         -  JX0994
 JX0994  STATE/COUNTY-  WV/WIRT
 JX0994  USGS QUAD   -  ELIZABETH (1975)
 JX0994
 JX0994                         *CURRENT SURVEY CONTROL
 JX0994  ___________________________________________________________________
 JX0994* NAD 83(1986)-  39 04 46.     (N)    081 25 06.     (W)     SCALED    
 JX0994* NAVD 88     -       296.553  (meters)     972.94   (feet)  ADJUSTED  
 JX0994  ___________________________________________________________________
 JX0994  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JX0994  DYNAMIC HT  -         296.365 (meters)     972.32  (feet)  COMP
 JX0994  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 JX0994
 JX0994  VERT ORDER  -  SECOND    CLASS 0
 JX0994
 JX0994.The horizontal coordinates were scaled from a topographic map and have
 JX0994.an estimated accuracy of +/- 6 seconds.
 JX0994
 JX0994.The orthometric height was determined by differential leveling
 JX0994.and adjusted by the National Geodetic Survey in June 1991..
 JX0994
 JX0994.The geoid height was determined by GEOID03.
 JX0994
 JX0994.The dynamic height is computed by dividing the NAVD 88
 JX0994.geopotential number by the normal gravity value computed on the
 JX0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0994.degrees latitude (g = 980.6199 gals.).
 JX0994
 JX0994.The modeled gravity was interpolated from observed gravity values.
 JX0994
 JX0994;                    North         East    Units  Estimated Accuracy
 JX0994;SPC WV N     -    66,100.      434,020.      MT  (+/- 180 meters Scaled)
 JX0994
 JX0994                          SUPERSEDED SURVEY CONTROL
 JX0994
 JX0994  NGVD 29 (??/??/92)  296.729  (m)          973.52   (f) ADJ UNCH    2 0
 JX0994
 JX0994.Superseded values are not recommended for survey control.
 JX0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0994.See file dsdata.txt to determine how the superseded data were derived.
 JX0994
 JX0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD638256(NAD 83)
 JX0994_MARKER: DB = BENCH MARK DISK
 JX0994_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0994_SP_SET: RETAINING WALL
 JX0994_STAMPING: L 76 1941
 JX0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0994
 JX0994  HISTORY     - Date     Condition        Report By
 JX0994  HISTORY     - 1941     MONUMENTED       CGS
 JX0994  HISTORY     - 1956     GOOD             NGS
 JX0994
 JX0994                          STATION DESCRIPTION
 JX0994
 JX0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX0994'1.8 MI NW FROM ELIZABETH.
 JX0994'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE COURT
 JX0994'HOUSE AT ELIZABETH, ABOUT 0.25 MILE SOUTH OF TOP OF GRADE
 JX0994'(ELIZABETH HILL), AT A HORSE-SHOE CURVE IN HIGHWAY, IN THE
 JX0994'TOP OF WEST END OF A 200-FOOT LONG CONCRETE RETAINING WALL
 JX0994'ALONG HIGHWAY 14, 22 FEET SOUTH-SOUTHEAST OF CENTER LINE OF
 JX0994'HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0727 ***********************************************************************
 JW0727  DESIGNATION -  L 77
 JW0727  PID         -  JW0727
 JW0727  STATE/COUNTY-  WV/GRANT
 JW0727  USGS QUAD   -  GORMAN (1981)
 JW0727
 JW0727                         *CURRENT SURVEY CONTROL
 JW0727  ___________________________________________________________________
 JW0727* NAD 83(1986)-  39 16 31.     (N)    079 16 49.     (W)     SCALED    
 JW0727* NAVD 88     -       860.300  (meters)    2822.50   (feet)  ADJUSTED  
 JW0727  ___________________________________________________________________
 JW0727  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 JW0727  DYNAMIC HT  -         859.686 (meters)    2820.49  (feet)  COMP
 JW0727  MODELED GRAV-     979,884.1   (mgal)                       NAVD 88
 JW0727
 JW0727  VERT ORDER  -  SECOND    CLASS 0
 JW0727
 JW0727.The horizontal coordinates were scaled from a topographic map and have
 JW0727.an estimated accuracy of +/- 6 seconds.
 JW0727
 JW0727.The orthometric height was determined by differential leveling
 JW0727.and adjusted by the National Geodetic Survey in June 1991..
 JW0727
 JW0727.The geoid height was determined by GEOID03.
 JW0727
 JW0727.The dynamic height is computed by dividing the NAVD 88
 JW0727.geopotential number by the normal gravity value computed on the
 JW0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0727.degrees latitude (g = 980.6199 gals.).
 JW0727
 JW0727.The modeled gravity was interpolated from observed gravity values.
 JW0727
 JW0727;                    North         East    Units  Estimated Accuracy
 JW0727;SPC WV N     -    86,090.      618,960.      MT  (+/- 180 meters Scaled)
 JW0727
 JW0727                          SUPERSEDED SURVEY CONTROL
 JW0727
 JW0727  NGVD 29 (??/??/92)  860.426  (m)         2822.91   (f) ADJ UNCH    2 0
 JW0727
 JW0727.Superseded values are not recommended for survey control.
 JW0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0727.See file dsdata.txt to determine how the superseded data were derived.
 JW0727
 JW0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD483487(NAD 83)
 JW0727_MARKER: DB = BENCH MARK DISK
 JW0727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0727_SP_SET: CULVERT
 JW0727_STAMPING: L 77 1941
 JW0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0727
 JW0727  HISTORY     - Date     Condition        Report By
 JW0727  HISTORY     - 1941     MONUMENTED       CGS
 JW0727
 JW0727                          STATION DESCRIPTION
 JW0727
 JW0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0727'2.3 MI W FROM MOUNT STORM.
 JW0727'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION
 JW0727'OF STATE HIGHWAY 42 AT MOUNT STORM, GRANT COUNTY, OPPOSITE A
 JW0727'LARGE STONE FARMHOUSE, AT A CULVERT, IN THE TOP OF THE EAST END
 JW0727'OF THE SOUTH CONCRETE HEAD WALL, 16.2 FEET SOUTH OF THE CENTER
 JW0727'LINE OF THE HIGHWAY, AND 9.5 FEET WEST OF A WHITE WOODEN POST
 JW0727'STENCILED U.S.B.M.  A STANDARD DISK, STAMPED L 77 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0131 ***********************************************************************
 JX0131  DESIGNATION -  L 79
 JX0131  PID         -  JX0131
 JX0131  STATE/COUNTY-  WV/TAYLOR
 JX0131  USGS QUAD   -  ROSEMONT (1976)
 JX0131
 JX0131                         *CURRENT SURVEY CONTROL
 JX0131  ___________________________________________________________________
 JX0131* NAD 83(1986)-  39 16 05.     (N)    080 09 57.     (W)     SCALED    
 JX0131* NAVD 88     -       306.026  (meters)    1004.02   (feet)  ADJUSTED  
 JX0131  ___________________________________________________________________
 JX0131  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JX0131  DYNAMIC HT  -         305.833 (meters)    1003.39  (feet)  COMP
 JX0131  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 JX0131
 JX0131  VERT ORDER  -  FIRST     CLASS II
 JX0131
 JX0131.The horizontal coordinates were scaled from a topographic map and have
 JX0131.an estimated accuracy of +/- 6 seconds.
 JX0131
 JX0131.The orthometric height was determined by differential leveling
 JX0131.and adjusted by the National Geodetic Survey in June 1991..
 JX0131
 JX0131.The geoid height was determined by GEOID03.
 JX0131
 JX0131.The dynamic height is computed by dividing the NAVD 88
 JX0131.geopotential number by the normal gravity value computed on the
 JX0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0131.degrees latitude (g = 980.6199 gals.).
 JX0131
 JX0131.The modeled gravity was interpolated from observed gravity values.
 JX0131
 JX0131;                    North         East    Units  Estimated Accuracy
 JX0131;SPC WV N     -    85,480.      542,540.      MT  (+/- 180 meters Scaled)
 JX0131
 JX0131                          SUPERSEDED SURVEY CONTROL
 JX0131
 JX0131  NGVD 29 (??/??/92)  306.212  (m)         1004.63   (f) ADJ UNCH    1 2
 JX0131
 JX0131.Superseded values are not recommended for survey control.
 JX0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0131.See file dsdata.txt to determine how the superseded data were derived.
 JX0131
 JX0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND719468(NAD 83)
 JX0131_MARKER: DB = BENCH MARK DISK
 JX0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0131_SP_SET: SIGNAL BASE
 JX0131_STAMPING: L 79 1943
 JX0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0131
 JX0131  HISTORY     - Date     Condition        Report By
 JX0131  HISTORY     - 1943     MONUMENTED       CGS
 JX0131
 JX0131                          STATION DESCRIPTION
 JX0131
 JX0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0131'2 MI W FROM FLEMINGTON.
 JX0131'2.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0131'STATION AT FLEMINGTON, TAYLOR COUNTY, 200 FEET EAST OF THE
 JX0131'WEST END OF A SIDE TRACK AT ROSEMONT, 25 FEET NORTH OF THE
 JX0131'CENTERLINE OF THE MAIN TRACK, 10 FEET WEST OF THE CENTERLINE OF
 JX0131'THE SIDE TRACK, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 JX0131'CONCRETE BASE OF A SEMAPHORE, AND 1-1/2 FEET HIGHER THAN THE
 JX0131'TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1689 ***********************************************************************
 HX1689  DESIGNATION -  L 8
 HX1689  PID         -  HX1689
 HX1689  STATE/COUNTY-  WV/CALHOUN
 HX1689  USGS QUAD   -  MILLSTONE (1965)
 HX1689
 HX1689                         *CURRENT SURVEY CONTROL
 HX1689  ___________________________________________________________________
 HX1689* NAD 83(1986)-  38 50 20.     (N)    081 00 45.     (W)     SCALED    
 HX1689* NAVD 88     -       218.291  (meters)     716.18   (feet)  ADJUSTED  
 HX1689  ___________________________________________________________________
 HX1689  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HX1689  DYNAMIC HT  -         218.148 (meters)     715.71  (feet)  COMP
 HX1689  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 HX1689
 HX1689  VERT ORDER  -  SECOND    CLASS 0
 HX1689
 HX1689.The horizontal coordinates were scaled from a topographic map and have
 HX1689.an estimated accuracy of +/- 6 seconds.
 HX1689
 HX1689.The orthometric height was determined by differential leveling
 HX1689.and adjusted by the National Geodetic Survey in June 1991..
 HX1689
 HX1689.The geoid height was determined by GEOID03.
 HX1689
 HX1689.The dynamic height is computed by dividing the NAVD 88
 HX1689.geopotential number by the normal gravity value computed on the
 HX1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1689.degrees latitude (g = 980.6199 gals.).
 HX1689
 HX1689.The modeled gravity was interpolated from observed gravity values.
 HX1689
 HX1689;                    North         East    Units  Estimated Accuracy
 HX1689;SPC WV S     -   204,100.      598,920.      MT  (+/- 180 meters Scaled)
 HX1689
 HX1689                          SUPERSEDED SURVEY CONTROL
 HX1689
 HX1689  NGVD 29 (??/??/92)  218.456  (m)          716.72   (f) ADJ UNCH    2 0
 HX1689
 HX1689.Superseded values are not recommended for survey control.
 HX1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1689.See file dsdata.txt to determine how the superseded data were derived.
 HX1689
 HX1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC989988(NAD 83)
 HX1689_MARKER: DB = BENCH MARK DISK
 HX1689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1689_SP_SET: RETAINING WALL
 HX1689_STAMPING: L 8 1933
 HX1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1689
 HX1689  HISTORY     - Date     Condition        Report By
 HX1689  HISTORY     - 1933     MONUMENTED       CGS
 HX1689  HISTORY     - 1952     GOOD             NGS
 HX1689
 HX1689                          STATION DESCRIPTION
 HX1689
 HX1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HX1689'1.6 MI W FROM STUMPTOWN.
 HX1689'IN CALHOUN COUNTY, 1.6 MILES WEST ALONG U.S. HIGHWAY 33 FROM THE
 HX1689'POST OFFICE AT STUMPTOWN, GILMER COUNTY, ABOUT 700 YARDS SOUTHEAST
 HX1689'OF THE STEEL BRIDGE OVER BEAR FORK, ABOUT 420 YARDS NORTHWEST
 HX1689'OF THE GILMER-CALHOUN COUNTY LINE, IN THE TOP OF THE NORTH END
 HX1689'OF A MASONRY RETAINING WALL, 5 YARDS EAST OF THE CENTERLINE OF
 HX1689'THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 HX1689'STAMPED L 8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0244 ***********************************************************************
 JX0244  DESIGNATION -  L 80
 JX0244  PID         -  JX0244
 JX0244  STATE/COUNTY-  WV/HARRISON
 JX0244  USGS QUAD   -  SALEM (1976)
 JX0244
 JX0244                         *CURRENT SURVEY CONTROL
 JX0244  ___________________________________________________________________
 JX0244* NAD 83(1986)-  39 17 17.     (N)    080 32 15.     (W)     SCALED    
 JX0244* NAVD 88     -       316.870  (meters)    1039.60   (feet)  ADJUSTED  
 JX0244  ___________________________________________________________________
 JX0244  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JX0244  DYNAMIC HT  -         316.673 (meters)    1038.95  (feet)  COMP
 JX0244  MODELED GRAV-     979,994.6   (mgal)                       NAVD 88
 JX0244
 JX0244  VERT ORDER  -  FIRST     CLASS II
 JX0244
 JX0244.The horizontal coordinates were scaled from a topographic map and have
 JX0244.an estimated accuracy of +/- 6 seconds.
 JX0244
 JX0244.The orthometric height was determined by differential leveling
 JX0244.and adjusted by the National Geodetic Survey in June 1991..
 JX0244
 JX0244.The geoid height was determined by GEOID03.
 JX0244
 JX0244.The dynamic height is computed by dividing the NAVD 88
 JX0244.geopotential number by the normal gravity value computed on the
 JX0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0244.degrees latitude (g = 980.6199 gals.).
 JX0244
 JX0244.The modeled gravity was interpolated from observed gravity values.
 JX0244
 JX0244;                    North         East    Units  Estimated Accuracy
 JX0244;SPC WV N     -    88,000.      510,500.      MT  (+/- 180 meters Scaled)
 JX0244
 JX0244                          SUPERSEDED SURVEY CONTROL
 JX0244
 JX0244  NGVD 29 (??/??/92)  317.021  (m)         1040.09   (f) ADJ UNCH    1 2
 JX0244
 JX0244.Superseded values are not recommended for survey control.
 JX0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0244.See file dsdata.txt to determine how the superseded data were derived.
 JX0244
 JX0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND398488(NAD 83)
 JX0244_MARKER: DB = BENCH MARK DISK
 JX0244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0244_SP_SET: BRIDGE
 JX0244_STAMPING: L 80 1943
 JX0244_MARK LOGO: CGS   
 JX0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0244
 JX0244  HISTORY     - Date     Condition        Report By
 JX0244  HISTORY     - 1943     MONUMENTED       CGS
 JX0244  HISTORY     - 1983     GOOD             NGS
 JX0244
 JX0244                          STATION DESCRIPTION
 JX0244
 JX0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0244'1.3 MI E FROM SALEM.
 JX0244'1.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0244'STATION AT SALEM, HARRISON COUNTY, 300 FEET EAST OF A GAS-PUMPING
 JX0244'STATION, 52 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 9 FEET
 JX0244'EAST OF THE CENTERLINE OF A DIRT ROAD, AT A CONCRETE BRIDGE, AND
 JX0244'IN THE TOP OF THE NORTH END OF THE EAST GUARDRAIL.  A STANDARD
 JX0244'DISK.
 JX0244
 JX0244                          STATION RECOVERY (1983)
 JX0244
 JX0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0275 ***********************************************************************
 JX0275  DESIGNATION -  L 81
 JX0275  PID         -  JX0275
 JX0275  STATE/COUNTY-  WV/DODDRIDGE
 JX0275  USGS QUAD   -  WEST UNION (1987)
 JX0275
 JX0275                         *CURRENT SURVEY CONTROL
 JX0275  ___________________________________________________________________
 JX0275* NAD 83(1986)-  39 16 46.     (N)    080 51 00.     (W)     SCALED    
 JX0275* NAVD 88     -       275.435  (meters)     903.66   (feet)  ADJUSTED  
 JX0275  ___________________________________________________________________
 JX0275  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JX0275  DYNAMIC HT  -         275.265 (meters)     903.10  (feet)  COMP
 JX0275  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 JX0275
 JX0275  VERT ORDER  -  FIRST     CLASS II
 JX0275
 JX0275.The horizontal coordinates were scaled from a topographic map and have
 JX0275.an estimated accuracy of +/- 6 seconds.
 JX0275
 JX0275.The orthometric height was determined by differential leveling
 JX0275.and adjusted by the National Geodetic Survey in June 1991..
 JX0275
 JX0275.The geoid height was determined by GEOID03.
 JX0275
 JX0275.The dynamic height is computed by dividing the NAVD 88
 JX0275.geopotential number by the normal gravity value computed on the
 JX0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0275.degrees latitude (g = 980.6199 gals.).
 JX0275
 JX0275.The modeled gravity was interpolated from observed gravity values.
 JX0275
 JX0275;                    North         East    Units  Estimated Accuracy
 JX0275;SPC WV N     -    87,410.      483,530.      MT  (+/- 180 meters Scaled)
 JX0275
 JX0275                          SUPERSEDED SURVEY CONTROL
 JX0275
 JX0275  NGVD 29 (??/??/92)  275.604  (m)          904.21   (f) ADJ UNCH    1 2
 JX0275
 JX0275.Superseded values are not recommended for survey control.
 JX0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0275.See file dsdata.txt to determine how the superseded data were derived.
 JX0275
 JX0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND129477(NAD 83)
 JX0275_MARKER: DB = BENCH MARK DISK
 JX0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0275_SP_SET: BUILDING
 JX0275_STAMPING: L 81 1943
 JX0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0275
 JX0275  HISTORY     - Date     Condition        Report By
 JX0275  HISTORY     - 1943     MONUMENTED       CGS
 JX0275
 JX0275                          STATION DESCRIPTION
 JX0275
 JX0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0275'4.9 MI W FROM WEST UNION.
 JX0275'4.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0275'STATION AT WEST UNION, DODDRIDGE COUNTY, AT SIGNAL E 334-27,
 JX0275'IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION,
 JX0275'12 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH
 JX0275'THE TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0947 ***********************************************************************
 JX0947  DESIGNATION -  L 82
 JX0947  PID         -  JX0947
 JX0947  STATE/COUNTY-  WV/RITCHIE
 JX0947  USGS QUAD   -  CAIRO (1986)
 JX0947
 JX0947                         *CURRENT SURVEY CONTROL
 JX0947  ___________________________________________________________________
 JX0947* NAD 83(1986)-  39 12 56.     (N)    081 08 44.     (W)     SCALED    
 JX0947* NAVD 88     -       207.502  (meters)     680.78   (feet)  ADJUSTED  
 JX0947  ___________________________________________________________________
 JX0947  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JX0947  DYNAMIC HT  -         207.374 (meters)     680.36  (feet)  COMP
 JX0947  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 JX0947
 JX0947  VERT ORDER  -  FIRST     CLASS II
 JX0947
 JX0947.The horizontal coordinates were scaled from a topographic map and have
 JX0947.an estimated accuracy of +/- 6 seconds.
 JX0947
 JX0947.The orthometric height was determined by differential leveling
 JX0947.and adjusted by the National Geodetic Survey in June 1991..
 JX0947
 JX0947.The geoid height was determined by GEOID03.
 JX0947
 JX0947.The dynamic height is computed by dividing the NAVD 88
 JX0947.geopotential number by the normal gravity value computed on the
 JX0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0947.degrees latitude (g = 980.6199 gals.).
 JX0947
 JX0947.The modeled gravity was interpolated from observed gravity values.
 JX0947
 JX0947;                    North         East    Units  Estimated Accuracy
 JX0947;SPC WV N     -    80,740.      457,900.      MT  (+/- 180 meters Scaled)
 JX0947
 JX0947                          SUPERSEDED SURVEY CONTROL
 JX0947
 JX0947  NGVD 29 (??/??/92)  207.683  (m)          681.37   (f) ADJ UNCH    1 2
 JX0947
 JX0947.Superseded values are not recommended for survey control.
 JX0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0947.See file dsdata.txt to determine how the superseded data were derived.
 JX0947
 JX0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD874407(NAD 83)
 JX0947_MARKER: DB = BENCH MARK DISK
 JX0947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0947_SP_SET: BRIDGE
 JX0947_STAMPING: L 82 1943
 JX0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0947
 JX0947  HISTORY     - Date     Condition        Report By
 JX0947  HISTORY     - 1943     MONUMENTED       CGS
 JX0947  HISTORY     - 1957     GOOD             NGS
 JX0947
 JX0947                          STATION DESCRIPTION
 JX0947
 JX0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0947'0.8 MI NE FROM CAIRO.
 JX0947'ABOUT 0.85 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0947'FROM THE STATION AT CAIRO, IN THE TOP OF NORTH CORNER OF NORTHWEST
 JX0947'END OF BRIDGE SEAT OF THE NORTHEAST CONCRETE ABUTMENT OF RAILROAD
 JX0947'BRIDGE NO. 35 OVER NORTH FORK OF HUGHES RIVER, 14 FEET NORTHWEST
 JX0947'OF NORTHWEST RAIL, 7 1/2 RAILS NORTHEAST OF NORTHEAST END OF
 JX0947'TUNNEL NO. 18, 1 1/2 FEET SOUTH OF NORTH CORNER OF BRIDGE SEAT
 JX0947'AND 5 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0982 ***********************************************************************
 JX0982  DESIGNATION -  L 83
 JX0982  PID         -  JX0982
 JX0982  STATE/COUNTY-  WV/WOOD
 JX0982  USGS QUAD   -  KANAWHA (1989)
 JX0982
 JX0982                         *CURRENT SURVEY CONTROL
 JX0982  ___________________________________________________________________
 JX0982* NAD 83(1986)-  39 11 52.     (N)    081 28 18.     (W)     SCALED    
 JX0982* NAVD 88     -       186.347  (meters)     611.37   (feet)  ADJUSTED  
 JX0982  ___________________________________________________________________
 JX0982  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JX0982  DYNAMIC HT  -         186.232 (meters)     611.00  (feet)  COMP
 JX0982  MODELED GRAV-     980,001.8   (mgal)                       NAVD 88
 JX0982
 JX0982  VERT ORDER  -  FIRST     CLASS II
 JX0982
 JX0982.The horizontal coordinates were scaled from a topographic map and have
 JX0982.an estimated accuracy of +/- 6 seconds.
 JX0982
 JX0982.The orthometric height was determined by differential leveling
 JX0982.and adjusted by the National Geodetic Survey in June 1991..
 JX0982
 JX0982.The geoid height was determined by GEOID03.
 JX0982
 JX0982.The dynamic height is computed by dividing the NAVD 88
 JX0982.geopotential number by the normal gravity value computed on the
 JX0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0982.degrees latitude (g = 980.6199 gals.).
 JX0982
 JX0982.The modeled gravity was interpolated from observed gravity values.
 JX0982
 JX0982;                    North         East    Units  Estimated Accuracy
 JX0982;SPC WV N     -    79,330.      429,700.      MT  (+/- 180 meters Scaled)
 JX0982
 JX0982                          SUPERSEDED SURVEY CONTROL
 JX0982
 JX0982  NGVD 29 (??/??/92)  186.531  (m)          611.98   (f) ADJ UNCH    1 2
 JX0982
 JX0982.Superseded values are not recommended for survey control.
 JX0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0982.See file dsdata.txt to determine how the superseded data were derived.
 JX0982
 JX0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD592388(NAD 83)
 JX0982_MARKER: DB = BENCH MARK DISK
 JX0982_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0982_SP_SET: BRIDGE
 JX0982_STAMPING: L 83 1943
 JX0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0982
 JX0982  HISTORY     - Date     Condition        Report By
 JX0982  HISTORY     - 1943     MONUMENTED       CGS
 JX0982  HISTORY     - 1963     GOOD             NGS
 JX0982
 JX0982                          STATION DESCRIPTION
 JX0982
 JX0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0982'1.7 MI E FROM DAVISVILLE.
 JX0982'1.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0982'STATION AT DAVISVILLE, WOOD COUNTY, 3 POLES WEST OF POLE 375+10,
 JX0982'AT BRIDGE 51, IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTH
 JX0982'CONCRETE WALL, 14 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 JX0982'ABOUT ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JX0982'L 83 1943.
 JX0982
 JX0982                          STATION RECOVERY (1963)
 JX0982
 JX0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2603 ***********************************************************************
 HX2603  DESIGNATION -  L 84
 HX2603  PID         -  HX2603
 HX2603  STATE/COUNTY-  WV/MASON
 HX2603  USGS QUAD   -  NEW HAVEN (1994)
 HX2603
 HX2603                         *CURRENT SURVEY CONTROL
 HX2603  ___________________________________________________________________
 HX2603* NAD 83(1986)-  38 58 31.     (N)    081 56 20.     (W)     SCALED    
 HX2603* NAVD 88     -       179.201  (meters)     587.93   (feet)  ADJUSTED  
 HX2603  ___________________________________________________________________
 HX2603  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 HX2603  DYNAMIC HT  -         179.088 (meters)     587.56  (feet)  COMP
 HX2603  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 HX2603
 HX2603  VERT ORDER  -  FIRST     CLASS II
 HX2603
 HX2603.The horizontal coordinates were scaled from a topographic map and have
 HX2603.an estimated accuracy of +/- 6 seconds.
 HX2603
 HX2603.The orthometric height was determined by differential leveling
 HX2603.and adjusted by the National Geodetic Survey in June 1991..
 HX2603
 HX2603.The geoid height was determined by GEOID03.
 HX2603
 HX2603.The dynamic height is computed by dividing the NAVD 88
 HX2603.geopotential number by the normal gravity value computed on the
 HX2603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2603.degrees latitude (g = 980.6199 gals.).
 HX2603
 HX2603.The modeled gravity was interpolated from observed gravity values.
 HX2603
 HX2603;                    North         East    Units  Estimated Accuracy
 HX2603;SPC WV S     -   219,660.      518,640.      MT  (+/- 180 meters Scaled)
 HX2603
 HX2603                          SUPERSEDED SURVEY CONTROL
 HX2603
 HX2603  NGVD 29 (??/??/92)  179.400  (m)          588.58   (f) ADJ UNCH    1 2
 HX2603
 HX2603.Superseded values are not recommended for survey control.
 HX2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2603.See file dsdata.txt to determine how the superseded data were derived.
 HX2603
 HX2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD186144(NAD 83)
 HX2603_MARKER: DB = BENCH MARK DISK
 HX2603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2603_SP_SET: CULVERT
 HX2603_STAMPING: L 84 1943
 HX2603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2603
 HX2603  HISTORY     - Date     Condition        Report By
 HX2603  HISTORY     - 1943     MONUMENTED       CGS
 HX2603  HISTORY     - 1958     GOOD             NGS
 HX2603  HISTORY     - 1976     GOOD             NGS
 HX2603  HISTORY     - 1984     MARK NOT FOUND   NGS
 HX2603
 HX2603                          STATION DESCRIPTION
 HX2603
 HX2603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2603'1 MI NW FROM GRAHAM.
 HX2603'ABOUT 1.0 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2603'FROM CROSSING OF BLACK TOP ROAD EAST TO PHILIP SPORN POWER PLANT
 HX2603'AT GRAHAM, ABOUT 114 YARDS NORTHWEST OF MILE POST 151, 95 YARDS
 HX2603'NORTHWEST OF CROSSING OF A SMALL FARM ROAD, 82 1/2 FEET
 HX2603'SOUTHWEST AND ACROSS U.S. HIGHWAY 33 FROM THE SOUTHWEST RAIL,
 HX2603'20 1/2 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY 33, IN THE TOP
 HX2603'OF THE SOUTHEAST END OF SOUTHWEST HEAD WALL OF A 15-INCH PIPE
 HX2603'CULVERT UNDER HIGHWAY AND ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
 HX2603
 HX2603                          STATION RECOVERY (1976)
 HX2603
 HX2603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2603'RECOVERED IN GOOD CONDITION.
 HX2603
 HX2603                          STATION RECOVERY (1984)
 HX2603
 HX2603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2603'NOT RECOVERED, CONSIDER DESTROYED, A NEW CULVERT IS NOW AT THIS
 HX2603'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1130 ***********************************************************************
 JX1130  DESIGNATION -  L 85
 JX1130  PID         -  JX1130
 JX1130  STATE/COUNTY-  WV/WOOD
 JX1130  USGS QUAD   -  LUBECK (1994)
 JX1130
 JX1130                         *CURRENT SURVEY CONTROL
 JX1130  ___________________________________________________________________
 JX1130* NAD 83(1986)-  39 09 53.     (N)    081 44 44.     (W)     SCALED    
 JX1130* NAVD 88     -       181.367  (meters)     595.03   (feet)  ADJUSTED  
 JX1130  ___________________________________________________________________
 JX1130  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JX1130  DYNAMIC HT  -         181.252 (meters)     594.66  (feet)  COMP
 JX1130  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 JX1130
 JX1130  VERT ORDER  -  FIRST     CLASS II
 JX1130
 JX1130.The horizontal coordinates were scaled from a topographic map and have
 JX1130.an estimated accuracy of +/- 6 seconds.
 JX1130
 JX1130.The orthometric height was determined by differential leveling
 JX1130.and adjusted by the National Geodetic Survey in June 1991..
 JX1130
 JX1130.The geoid height was determined by GEOID03.
 JX1130
 JX1130.The dynamic height is computed by dividing the NAVD 88
 JX1130.geopotential number by the normal gravity value computed on the
 JX1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1130.degrees latitude (g = 980.6199 gals.).
 JX1130
 JX1130.The modeled gravity was interpolated from observed gravity values.
 JX1130
 JX1130;                    North         East    Units  Estimated Accuracy
 JX1130;SPC WV N     -    76,220.      405,950.      MT  (+/- 180 meters Scaled)
 JX1130
 JX1130                          SUPERSEDED SURVEY CONTROL
 JX1130
 JX1130  NGVD 29 (??/??/92)  181.548  (m)          595.63   (f) ADJ UNCH    1 2
 JX1130
 JX1130.Superseded values are not recommended for survey control.
 JX1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1130.See file dsdata.txt to determine how the superseded data were derived.
 JX1130
 JX1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD355353(NAD 83)
 JX1130_MARKER: DB = BENCH MARK DISK
 JX1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1130_STAMPING: L 85 1943
 JX1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1130+STABILITY: SURFACE MOTION
 JX1130
 JX1130  HISTORY     - Date     Condition        Report By
 JX1130  HISTORY     - 1943     MONUMENTED       CGS
 JX1130  HISTORY     - 1958     MARK NOT FOUND   NGS
 JX1130  HISTORY     - 1961     MARK NOT FOUND   USGS
 JX1130
 JX1130                          STATION DESCRIPTION
 JX1130
 JX1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX1130'3 MI N FROM BELLEVILLE.
 JX1130'3.0 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1130'THE STATION AT BELLEVILLE, WOOD COUNTY, OPPOSITE THE SECOND
 JX1130'POLE NORTH OF POLE 108+30 11.1 FEET EAST OF THE CENTERLINE
 JX1130'OF THE TRACK, 1.9 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JX1130'AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 JX1130'STAMPED L 85 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX1130'0.3 FOOT ABOVE GROUND.
 JX1130
 JX1130                          STATION RECOVERY (1961)
 JX1130
 JX1130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JX1130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1066 ***********************************************************************
 GX1066  DESIGNATION -  L 86
 GX1066  PID         -  GX1066
 GX1066  STATE/COUNTY-  WV/RALEIGH
 GX1066  USGS QUAD   -  ECCLES (1989)
 GX1066
 GX1066                         *CURRENT SURVEY CONTROL
 GX1066  ___________________________________________________________________
 GX1066* NAD 83(1986)-  37 45 40.     (N)    081 17 45.     (W)     SCALED    
 GX1066* NAVD 88     -       605.063  (meters)    1985.11   (feet)  ADJUSTED  
 GX1066  ___________________________________________________________________
 GX1066  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX1066  DYNAMIC HT  -         604.571 (meters)    1983.50  (feet)  COMP
 GX1066  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 GX1066
 GX1066  VERT ORDER  -  SECOND    CLASS 0
 GX1066
 GX1066.The horizontal coordinates were scaled from a topographic map and have
 GX1066.an estimated accuracy of +/- 6 seconds.
 GX1066
 GX1066.The orthometric height was determined by differential leveling
 GX1066.and adjusted by the National Geodetic Survey in June 1991..
 GX1066
 GX1066.The geoid height was determined by GEOID03.
 GX1066
 GX1066.The dynamic height is computed by dividing the NAVD 88
 GX1066.geopotential number by the normal gravity value computed on the
 GX1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1066.degrees latitude (g = 980.6199 gals.).
 GX1066
 GX1066.The modeled gravity was interpolated from observed gravity values.
 GX1066
 GX1066;                    North         East    Units  Estimated Accuracy
 GX1066;SPC WV S     -    84,520.      573,930.      MT  (+/- 180 meters Scaled)
 GX1066
 GX1066                          SUPERSEDED SURVEY CONTROL
 GX1066
 GX1066  NGVD 29 (??/??/92)  605.223  (m)         1985.64   (f) ADJ UNCH    2 0
 GX1066
 GX1066.Superseded values are not recommended for survey control.
 GX1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1066.See file dsdata.txt to determine how the superseded data were derived.
 GX1066
 GX1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB739793(NAD 83)
 GX1066_MARKER: DB = BENCH MARK DISK
 GX1066_SETTING: 80 = SET IN A BOULDER
 GX1066_SP_SET: BOULDER
 GX1066_STAMPING: L 86 1960
 GX1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1066+STABILITY: SURFACE MOTION
 GX1066
 GX1066  HISTORY     - Date     Condition        Report By
 GX1066  HISTORY     - 1960     MONUMENTED       CGS
 GX1066
 GX1066                          STATION DESCRIPTION
 GX1066
 GX1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1066'2 MI E FROM SURVEYOR.
 GX1066'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 GX1066'ROAD 17 LEADING SOUTHEAST TO LESTER AT SURVEYOR, ABOUT 36 YARDS
 GX1066'EAST-NORTHEAST OF THE BOTTOM OF GRADES, 36 FEET NORTH-NORTHEAST
 GX1066'OF THE CENTER LINE OF HIGHWAY, 19 1/2 FEET NORTHEAST OF THE CENTER
 GX1066'OF NORTH END OF A 15-INCH PIPE CULVERT WITH STONE HEAD WALL UNDER
 GX1066'THE HIGHWAY, 0.1 MILE WEST OF THE JUNCTION OF A ROAD LEADING
 GX1066'NORTH AND UPHILL TO HILLY MT., IN TOP AND 1 1/2 FEET NORTH-NORTHWEST
 GX1066'OF THE SOUTH CORNER OF A 2-FOOT-HIGH, 6-BY 6-FOOT EXPOSED PART OF
 GX1066'PARTLY BURIED BOULDER, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 GX1066'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1112 ***********************************************************************
 GX1112  DESIGNATION -  L 87
 GX1112  PID         -  GX1112
 GX1112  STATE/COUNTY-  WV/RALEIGH
 GX1112  USGS QUAD   -  SHADY SPRING (1976)
 GX1112
 GX1112                         *CURRENT SURVEY CONTROL
 GX1112  ___________________________________________________________________
 GX1112* NAD 83(1986)-  37 42 15.     (N)    081 05 58.     (W)     SCALED    
 GX1112* NAVD 88     -       821.596  (meters)    2695.52   (feet)  ADJUSTED  
 GX1112  ___________________________________________________________________
 GX1112  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX1112  DYNAMIC HT  -         820.891 (meters)    2693.21  (feet)  COMP
 GX1112  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 GX1112
 GX1112  VERT ORDER  -  SECOND    CLASS 0
 GX1112
 GX1112.The horizontal coordinates were scaled from a topographic map and have
 GX1112.an estimated accuracy of +/- 6 seconds.
 GX1112
 GX1112.The orthometric height was determined by differential leveling
 GX1112.and adjusted by the National Geodetic Survey in June 1991..
 GX1112
 GX1112.The geoid height was determined by GEOID03.
 GX1112
 GX1112.The dynamic height is computed by dividing the NAVD 88
 GX1112.geopotential number by the normal gravity value computed on the
 GX1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1112.degrees latitude (g = 980.6199 gals.).
 GX1112
 GX1112.The modeled gravity was interpolated from observed gravity values.
 GX1112
 GX1112;                    North         East    Units  Estimated Accuracy
 GX1112;SPC WV S     -    78,160.      591,230.      MT  (+/- 180 meters Scaled)
 GX1112
 GX1112                          SUPERSEDED SURVEY CONTROL
 GX1112
 GX1112  NGVD 29 (??/??/92)  821.728  (m)         2695.95   (f) ADJ UNCH    2 0
 GX1112
 GX1112.Superseded values are not recommended for survey control.
 GX1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1112.See file dsdata.txt to determine how the superseded data were derived.
 GX1112
 GX1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB912729(NAD 83)
 GX1112_MARKER: DB = BENCH MARK DISK
 GX1112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1112_SP_SET: BUILDING
 GX1112_STAMPING: L 87 1960
 GX1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1112
 GX1112  HISTORY     - Date     Condition        Report By
 GX1112  HISTORY     - 1960     MONUMENTED       CGS
 GX1112
 GX1112                          STATION DESCRIPTION
 GX1112
 GX1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1112'AT SHADY SPRINGS.
 GX1112'AT SHADY SPRING, 0.05 MILE SOUTH ALONG U.S. HIGHWAYS 19 AND 21
 GX1112'FROM THE JUNCTION OF STATE HIGHWAY 3 LEADING EAST, THENCE ABOUT
 GX1112'0.05 MILE WEST ALONG A GRAVEL ROAD, 0.05 MILE NORTHWEST OF SHADY
 GX1112'SPRING MISSIONARY BAPTIST CHURCH, SET VERTICALLY IN THE
 GX1112'SOUTHEAST FACE OF ONE-STORY RED BRICK SCHOOL BUILDING, 1.7
 GX1112'FEET SOUTHWEST OF THE EAST CORNER OF THE BUILDING, AND 2 1/2
 GX1112'FEET ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE RED BRICK
 GX1112'SCHOOL BUILDING IS ABOUT 50 YARDS SOUTHWEST OF AN OLDER WOODEN
 GX1112'SCHOOL BUILDING AND CANNOT BE SEEN FROM THE JUNCTION OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0193 ***********************************************************************
 JX0193  DESIGNATION -  L 9
 JX0193  PID         -  JX0193
 JX0193  STATE/COUNTY-  WV/LEWIS
 JX0193  USGS QUAD   -  WESTON (1977)
 JX0193
 JX0193                         *CURRENT SURVEY CONTROL
 JX0193  ___________________________________________________________________
 JX0193* NAD 83(1986)-  39 04 30.     (N)    080 25 04.     (W)     SCALED    
 JX0193* NAVD 88     -       367.820  (meters)    1206.76   (feet)  ADJUSTED  
 JX0193  ___________________________________________________________________
 JX0193  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JX0193  DYNAMIC HT  -         367.583 (meters)    1205.98  (feet)  COMP
 JX0193  MODELED GRAV-     979,972.6   (mgal)                       NAVD 88
 JX0193
 JX0193  VERT ORDER  -  SECOND    CLASS 0
 JX0193
 JX0193.The horizontal coordinates were scaled from a topographic map and have
 JX0193.an estimated accuracy of +/- 6 seconds.
 JX0193
 JX0193.The orthometric height was determined by differential leveling
 JX0193.and adjusted by the National Geodetic Survey in June 1991..
 JX0193
 JX0193.The geoid height was determined by GEOID03.
 JX0193
 JX0193.The dynamic height is computed by dividing the NAVD 88
 JX0193.geopotential number by the normal gravity value computed on the
 JX0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0193.degrees latitude (g = 980.6199 gals.).
 JX0193
 JX0193.The modeled gravity was interpolated from observed gravity values.
 JX0193
 JX0193;                    North         East    Units  Estimated Accuracy
 JX0193;SPC WV S     -   230,470.      650,390.      MT  (+/- 180 meters Scaled)
 JX0193
 JX0193                          SUPERSEDED SURVEY CONTROL
 JX0193
 JX0193  NGVD 29 (??/??/92)  367.995  (m)         1207.33   (f) ADJ UNCH    2 0
 JX0193
 JX0193.Superseded values are not recommended for survey control.
 JX0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0193.See file dsdata.txt to determine how the superseded data were derived.
 JX0193
 JX0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND503252(NAD 83)
 JX0193_MARKER: DB = BENCH MARK DISK
 JX0193_SETTING: 66 = SET IN ROCK OUTCROP
 JX0193_SP_SET: LEDGE
 JX0193_STAMPING: L 9 1933
 JX0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0193+STABILITY: POSITION/ELEVATION WELL
 JX0193
 JX0193  HISTORY     - Date     Condition        Report By
 JX0193  HISTORY     - 1933     MONUMENTED       CGS
 JX0193
 JX0193                          STATION DESCRIPTION
 JX0193
 JX0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0193'2.6 MI S FROM JANE LEW.
 JX0193'2.6 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0193'STATION AT JANE LEW, LEWIS COUNTY, 19 RAILS NORTH OF MILEPOST
 JX0193'C 21, 6 RAILS NORTH OF A SWITCH POINT, 22 YARDS EAST OF THE
 JX0193'CENTERLINE OF THE TRACK, IN A SMALL SYCAMORE GROVE, IN THE TOP
 JX0193'OF A LEDGE AT THE BASE OF A SMALL ROCK BLUFF, AND 2 FEET HIGHER
 JX0193'THAN THE TRACK.  A STANDARD DISK, STAMPED L 9 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1043 ***********************************************************************
 JX1043  DESIGNATION -  L 91
 JX1043  PID         -  JX1043
 JX1043  STATE/COUNTY-  WV/WIRT
 JX1043  USGS QUAD   -  ELIZABETH (1975)
 JX1043
 JX1043                         *CURRENT SURVEY CONTROL
 JX1043  ___________________________________________________________________
 JX1043* NAD 83(1986)-  39 03 02.     (N)    081 28 56.     (W)     SCALED    
 JX1043* NAVD 88     -       204.125  (meters)     669.70   (feet)  ADJUSTED  
 JX1043  ___________________________________________________________________
 JX1043  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JX1043  DYNAMIC HT  -         203.996 (meters)     669.28  (feet)  COMP
 JX1043  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 JX1043
 JX1043  VERT ORDER  -  SECOND    CLASS 0
 JX1043
 JX1043.The horizontal coordinates were scaled from a topographic map and have
 JX1043.an estimated accuracy of +/- 6 seconds.
 JX1043
 JX1043.The orthometric height was determined by differential leveling
 JX1043.and adjusted by the National Geodetic Survey in June 1991..
 JX1043
 JX1043.The geoid height was determined by GEOID03.
 JX1043
 JX1043.The dynamic height is computed by dividing the NAVD 88
 JX1043.geopotential number by the normal gravity value computed on the
 JX1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1043.degrees latitude (g = 980.6199 gals.).
 JX1043
 JX1043.The modeled gravity was interpolated from observed gravity values.
 JX1043
 JX1043;                    North         East    Units  Estimated Accuracy
 JX1043;SPC WV N     -    63,010.      428,430.      MT  (+/- 180 meters Scaled)
 JX1043
 JX1043                          SUPERSEDED SURVEY CONTROL
 JX1043
 JX1043  NGVD 29 (??/??/92)  204.305  (m)          670.29   (f) ADJ UNCH    2 0
 JX1043
 JX1043.Superseded values are not recommended for survey control.
 JX1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1043.See file dsdata.txt to determine how the superseded data were derived.
 JX1043
 JX1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD582224(NAD 83)
 JX1043_MARKER: DB = BENCH MARK DISK
 JX1043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1043_SP_SET: BRIDGE
 JX1043_STAMPING: L 91 1956
 JX1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1043
 JX1043  HISTORY     - Date     Condition        Report By
 JX1043  HISTORY     - 1956     MONUMENTED       CGS
 JX1043
 JX1043                          STATION DESCRIPTION
 JX1043
 JX1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1043'6.2 MI W FROM ELIZABETH.
 JX1043'0.75 MILE WEST ALONG STATE HIGHWAY 14 FROM THE COURT HOUSE AT
 JX1043'ELIZABETH, THENCE ABOUT 5.4 MILES SOUTHWEST AND WEST ALONG A
 JX1043'BLACK TOP ROAD (TUCKER CREEK ROAD), ABOUT 0.6 MILE NORTHEAST
 JX1043'OF JUNCTION OF A GRAVEL ROAD SOUTH TO WINDY, ABOUT 55 YARDS
 JX1043'NORTHEAST AND ACROSS ROAD FROM A  1 1/2-STORY FARM HOUSE, IN THE
 JX1043'TOP OF AND 1 STEP DOWN FROM THE TOP OF THE NORTHWEST END OF
 JX1043'NORTHEAST STONE MASONRY ABUTMENT OF A 10-FOOT WOODEN DECK
 JX1043'BRIDGE OVER A CREEK BRANCH, 15 FEET NORTHWEST OF CENTER LINE OF
 JX1043'ROAD AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2694 ***********************************************************************
 HX2694  DESIGNATION -  L 92
 HX2694  PID         -  HX2694
 HX2694  STATE/COUNTY-  WV/WIRT
 HX2694  USGS QUAD   -  LIVERPOOL (1975)
 HX2694
 HX2694                         *CURRENT SURVEY CONTROL
 HX2694  ___________________________________________________________________
 HX2694* NAD 83(1986)-  38 59 58.     (N)    081 32 07.     (W)     SCALED    
 HX2694* NAVD 88     -       331.367  (meters)    1087.16   (feet)  ADJUSTED  
 HX2694  ___________________________________________________________________
 HX2694  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HX2694  DYNAMIC HT  -         331.157 (meters)    1086.47  (feet)  COMP
 HX2694  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 HX2694
 HX2694  VERT ORDER  -  SECOND    CLASS 0
 HX2694
 HX2694.The horizontal coordinates were scaled from a topographic map and have
 HX2694.an estimated accuracy of +/- 6 seconds.
 HX2694
 HX2694.The orthometric height was determined by differential leveling
 HX2694.and adjusted by the National Geodetic Survey in June 1991..
 HX2694
 HX2694.The geoid height was determined by GEOID03.
 HX2694
 HX2694.The dynamic height is computed by dividing the NAVD 88
 HX2694.geopotential number by the normal gravity value computed on the
 HX2694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2694.degrees latitude (g = 980.6199 gals.).
 HX2694
 HX2694.The modeled gravity was interpolated from observed gravity values.
 HX2694
 HX2694;                    North         East    Units  Estimated Accuracy
 HX2694;SPC WV N     -    57,440.      423,710.      MT  (+/- 180 meters Scaled)
 HX2694
 HX2694                          SUPERSEDED SURVEY CONTROL
 HX2694
 HX2694  NGVD 29 (??/??/92)  331.544  (m)         1087.74   (f) ADJ UNCH    2 0
 HX2694
 HX2694.Superseded values are not recommended for survey control.
 HX2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2694.See file dsdata.txt to determine how the superseded data were derived.
 HX2694
 HX2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD536168(NAD 83)
 HX2694_MARKER: DB = BENCH MARK DISK
 HX2694_SETTING: 66 = SET IN ROCK OUTCROP
 HX2694_SP_SET: ROCK CUT
 HX2694_STAMPING: L 92 1956
 HX2694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2694+STABILITY: POSITION/ELEVATION WELL
 HX2694
 HX2694  HISTORY     - Date     Condition        Report By
 HX2694  HISTORY     - 1956     MONUMENTED       CGS
 HX2694
 HX2694                          STATION DESCRIPTION
 HX2694
 HX2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2694'2.6 MI S FROM WINDY.
 HX2694'ABOUT 2.6 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 HX2694'AND POST OFFICE AT WIRT, ABOUT 0.95 MILE SOUTHWEST OF MT. HOPE
 HX2694'E.U.B. CHURCH, ABOUT 0.45 MILE NORTH OF STORE AT MC CLAINS, ABOUT
 HX2694'0.35 MILE SOUTHWEST OF JUNCTION OF A ROAD SOUTHEAST, ABOUT 65
 HX2694'YARDS SOUTHEAST AND DOWNHILL FROM THE CENTER OF A SHARP CURVE
 HX2694'WITH TANGENTS EXTENDING SOUTHEAST AND NORTHEAST, ON A STEEP
 HX2694'WINDING GRADE, 14 FEET NORTHEAST OF CENTER LINE OF ROAD, SET
 HX2694'VERTICALLY ABOUT 3 1/2 FEET ABOVE BOTTOM OF DITCH IN THE SOUTH
 HX2694'FACE OF A 3-FOOT HIGH SOLID ROCK IN A CUT, AND ABOUT 1 1/2 FEET
 HX2694'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2487 ***********************************************************************
 HX2487  DESIGNATION -  L 93
 HX2487  PID         -  HX2487
 HX2487  STATE/COUNTY-  WV/JACKSON
 HX2487  USGS QUAD   -  GAY (1987)
 HX2487
 HX2487                         *CURRENT SURVEY CONTROL
 HX2487  ___________________________________________________________________
 HX2487* NAD 83(1986)-  38 49 28.     (N)    081 32 05.     (W)     SCALED    
 HX2487* NAVD 88     -       206.251  (meters)     676.68   (feet)  ADJUSTED  
 HX2487  ___________________________________________________________________
 HX2487  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HX2487  DYNAMIC HT  -         206.116 (meters)     676.23  (feet)  COMP
 HX2487  MODELED GRAV-     979,967.2   (mgal)                       NAVD 88
 HX2487
 HX2487  VERT ORDER  -  SECOND    CLASS 0
 HX2487
 HX2487.The horizontal coordinates were scaled from a topographic map and have
 HX2487.an estimated accuracy of +/- 6 seconds.
 HX2487
 HX2487.The orthometric height was determined by differential leveling
 HX2487.and adjusted by the National Geodetic Survey in June 1991..
 HX2487
 HX2487.The geoid height was determined by GEOID03.
 HX2487
 HX2487.The dynamic height is computed by dividing the NAVD 88
 HX2487.geopotential number by the normal gravity value computed on the
 HX2487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2487.degrees latitude (g = 980.6199 gals.).
 HX2487
 HX2487.The modeled gravity was interpolated from observed gravity values.
 HX2487
 HX2487;                    North         East    Units  Estimated Accuracy
 HX2487;SPC WV S     -   202,630.      553,570.      MT  (+/- 180 meters Scaled)
 HX2487
 HX2487                          SUPERSEDED SURVEY CONTROL
 HX2487
 HX2487  NGVD 29 (??/??/92)  206.420  (m)          677.23   (f) ADJ UNCH    2 0
 HX2487
 HX2487.Superseded values are not recommended for survey control.
 HX2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2487.See file dsdata.txt to determine how the superseded data were derived.
 HX2487
 HX2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC535974(NAD 83)
 HX2487_MARKER: DB = BENCH MARK DISK
 HX2487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2487_SP_SET: BRIDGE
 HX2487_STAMPING: L 93 1956
 HX2487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2487
 HX2487  HISTORY     - Date     Condition        Report By
 HX2487  HISTORY     - 1956     MONUMENTED       CGS
 HX2487
 HX2487                          STATION DESCRIPTION
 HX2487
 HX2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2487'AT MARSHALL.
 HX2487'AT MARSHALL, ALONG U.S. HIGHWAY 33, ABOUT 0.8 MILE WEST ALONG
 HX2487'HIGHWAY FROM THE ROANE-JACKSON COUNTY LINE, IN THE TOP OF THE
 HX2487'NORTHWEST END OF SOUTHEAST WING WALL OF A 25-FOOT CONCRETE
 HX2487'BRIDGE OVER BUFFALO CREEK, 16 FEET SOUTH OF CENTER LINE OF
 HX2487'HIGHWAY, 0.3 FOOT SOUTH OF CONCRETE BANISTER AND LEVEL WITH
 HX2487'BRIDGE FLOOR.  NOTE-- THE USGS QUADRANGLE SHEETS AND COUNTY MAPS
 HX2487'ARE INCORRECT IN SHOWING THE NAME OF TOWN AS BUFFALO AS THE
 HX2487'TOWN IS ACTUALLY NAMED MARSHALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1764 ***********************************************************************
 HX1764  DESIGNATION -  L 94
 HX1764  PID         -  HX1764
 HX1764  STATE/COUNTY-  WV/ROANE
 HX1764  USGS QUAD   -  WALTON (1976)
 HX1764
 HX1764                         *CURRENT SURVEY CONTROL
 HX1764  ___________________________________________________________________
 HX1764* NAD 83(1986)-  38 41 51.     (N)    081 25 43.     (W)     SCALED    
 HX1764* NAVD 88     -       262.456  (meters)     861.07   (feet)  ADJUSTED  
 HX1764  ___________________________________________________________________
 HX1764  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HX1764  DYNAMIC HT  -         262.280 (meters)     860.50  (feet)  COMP
 HX1764  MODELED GRAV-     979,951.5   (mgal)                       NAVD 88
 HX1764
 HX1764  VERT ORDER  -  SECOND    CLASS 0
 HX1764
 HX1764.The horizontal coordinates were scaled from a topographic map and have
 HX1764.an estimated accuracy of +/- 6 seconds.
 HX1764
 HX1764.The orthometric height was determined by differential leveling
 HX1764.and adjusted by the National Geodetic Survey in June 1991..
 HX1764
 HX1764.The geoid height was determined by GEOID03.
 HX1764
 HX1764.The dynamic height is computed by dividing the NAVD 88
 HX1764.geopotential number by the normal gravity value computed on the
 HX1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1764.degrees latitude (g = 980.6199 gals.).
 HX1764
 HX1764.The modeled gravity was interpolated from observed gravity values.
 HX1764
 HX1764;                    North         East    Units  Estimated Accuracy
 HX1764;SPC WV S     -   188,490.      562,720.      MT  (+/- 180 meters Scaled)
 HX1764
 HX1764                          SUPERSEDED SURVEY CONTROL
 HX1764
 HX1764  NGVD 29 (??/??/92)  262.625  (m)          861.63   (f) ADJ UNCH    2 0
 HX1764
 HX1764.Superseded values are not recommended for survey control.
 HX1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1764.See file dsdata.txt to determine how the superseded data were derived.
 HX1764
 HX1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC627832(NAD 83)
 HX1764_MARKER: DB = BENCH MARK DISK
 HX1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1764_STAMPING: L 94 1956
 HX1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1764+STABILITY: SURFACE MOTION
 HX1764
 HX1764  HISTORY     - Date     Condition        Report By
 HX1764  HISTORY     - 1956     MONUMENTED       CGS
 HX1764
 HX1764                          STATION DESCRIPTION
 HX1764
 HX1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1764'1.8 MI SW FROM GANDEEVILLE.
 HX1764'ABOUT 1.85 MILES WEST AND SOUTHWEST ALONG A BLACK TOP ROAD LEADING
 HX1764'TO HARMONY FROM THE JUNCTION OF STATE HIGHWAY 14 AT GANDEEVILLE,
 HX1764'ABOUT 0.85 MILE NORTHEAST OF JUNCTION OF A ROAD SOUTHEAST,
 HX1764'ABOUT 0.1 MILE WEST OF A FARM HOUSE WITH STONE RETAINING WALL
 HX1764'AROUND LAWN (HOUSE ON NORTH SIDE OF ROAD), 16 FEET NORTH OF CENTER
 HX1764'LINE OF ROAD, 61 1/2 FEET EAST OF NORTHWEST END OF A SKEW 30-INCH
 HX1764'CORRUGATED PIPE CULVERT FOR SILCOTT FORK, 1.3 FEET SOUTH OF A
 HX1764'FENCE CORNER, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 HX1764'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX1764'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1807 ***********************************************************************
 HX1807  DESIGNATION -  L 95
 HX1807  PID         -  HX1807
 HX1807  STATE/COUNTY-  WV/KANAWHA
 HX1807  USGS QUAD   -  KETTLE (1975)
 HX1807
 HX1807                         *CURRENT SURVEY CONTROL
 HX1807  ___________________________________________________________________
 HX1807* NAD 83(1986)-  38 34 14.     (N)    081 29 24.     (W)     SCALED    
 HX1807* NAVD 88     -       211.034  (meters)     692.37   (feet)  ADJUSTED  
 HX1807  ___________________________________________________________________
 HX1807  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HX1807  DYNAMIC HT  -         210.889 (meters)     691.89  (feet)  COMP
 HX1807  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 HX1807
 HX1807  VERT ORDER  -  SECOND    CLASS 0
 HX1807
 HX1807.The horizontal coordinates were scaled from a topographic map and have
 HX1807.an estimated accuracy of +/- 6 seconds.
 HX1807
 HX1807.The orthometric height was determined by differential leveling
 HX1807.and adjusted by the National Geodetic Survey in June 1991..
 HX1807
 HX1807.The geoid height was determined by GEOID03.
 HX1807
 HX1807.The dynamic height is computed by dividing the NAVD 88
 HX1807.geopotential number by the normal gravity value computed on the
 HX1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1807.degrees latitude (g = 980.6199 gals.).
 HX1807
 HX1807.The modeled gravity was interpolated from observed gravity values.
 HX1807
 HX1807;                    North         East    Units  Estimated Accuracy
 HX1807;SPC WV S     -   174,430.      557,300.      MT  (+/- 180 meters Scaled)
 HX1807
 HX1807                          SUPERSEDED SURVEY CONTROL
 HX1807
 HX1807  NGVD 29 (??/??/92)  211.209  (m)          692.94   (f) ADJ UNCH    2 0
 HX1807
 HX1807.Superseded values are not recommended for survey control.
 HX1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1807.See file dsdata.txt to determine how the superseded data were derived.
 HX1807
 HX1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC573692(NAD 83)
 HX1807_MARKER: DB = BENCH MARK DISK
 HX1807_SETTING: 80 = SET IN A BOULDER
 HX1807_SP_SET: BOULDER
 HX1807_STAMPING: L 95 1956
 HX1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1807+STABILITY: SURFACE MOTION
 HX1807
 HX1807  HISTORY     - Date     Condition        Report By
 HX1807  HISTORY     - 1956     MONUMENTED       CGS
 HX1807
 HX1807                          STATION DESCRIPTION
 HX1807
 HX1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1807'0.2 MI S FROM KETTLE.
 HX1807'0.25 MILE SOUTH ALONG A ROAD LEADING TO FRAME FROM THE POST
 HX1807'OFFICE AND STORE AT KETTLE, 10 1/2 FEET WEST-NORTHWEST OF
 HX1807'CENTER LINE OF ROAD, IN THE TOP AND NEAR THE NORTHEAST END OF
 HX1807'A 2-FOOT HIGH 2 1/2 BY 12-FOOT EMBEDDED BOULDER WHICH IS LOCATED
 HX1807'BETWEEN THE ROAD AND A VERY LARGE BOULDER AND ABOUT 2 FEET ABOVE
 HX1807'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1793 ***********************************************************************
 HX1793  DESIGNATION -  L 96
 HX1793  PID         -  HX1793
 HX1793  STATE/COUNTY-  WV/KANAWHA
 HX1793  USGS QUAD   -  KETTLE (1975)
 HX1793
 HX1793                         *CURRENT SURVEY CONTROL
 HX1793  ___________________________________________________________________
 HX1793* NAD 83(1986)-  38 30 37.     (N)    081 25 28.     (W)     SCALED    
 HX1793* NAVD 88     -       263.394  (meters)     864.15   (feet)  ADJUSTED  
 HX1793  ___________________________________________________________________
 HX1793  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 HX1793  DYNAMIC HT  -         263.214 (meters)     863.56  (feet)  COMP
 HX1793  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 HX1793
 HX1793  VERT ORDER  -  SECOND    CLASS 0
 HX1793
 HX1793.The horizontal coordinates were scaled from a topographic map and have
 HX1793.an estimated accuracy of +/- 6 seconds.
 HX1793
 HX1793.The orthometric height was determined by differential leveling
 HX1793.and adjusted by the National Geodetic Survey in June 1991..
 HX1793
 HX1793.The geoid height was determined by GEOID03.
 HX1793
 HX1793.The dynamic height is computed by dividing the NAVD 88
 HX1793.geopotential number by the normal gravity value computed on the
 HX1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1793.degrees latitude (g = 980.6199 gals.).
 HX1793
 HX1793.The modeled gravity was interpolated from observed gravity values.
 HX1793
 HX1793;                    North         East    Units  Estimated Accuracy
 HX1793;SPC WV S     -   167,710.      562,980.      MT  (+/- 180 meters Scaled)
 HX1793
 HX1793                          SUPERSEDED SURVEY CONTROL
 HX1793
 HX1793  NGVD 29 (??/??/92)  263.571  (m)          864.73   (f) ADJ UNCH    2 0
 HX1793
 HX1793.Superseded values are not recommended for survey control.
 HX1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1793.See file dsdata.txt to determine how the superseded data were derived.
 HX1793
 HX1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC629625(NAD 83)
 HX1793_MARKER: DB = BENCH MARK DISK
 HX1793_SETTING: 80 = SET IN A BOULDER
 HX1793_SP_SET: BOULDER
 HX1793_STAMPING: L 96 1956
 HX1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1793+STABILITY: SURFACE MOTION
 HX1793
 HX1793  HISTORY     - Date     Condition        Report By
 HX1793  HISTORY     - 1956     MONUMENTED       CGS
 HX1793
 HX1793                          STATION DESCRIPTION
 HX1793
 HX1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1793'5 MI NW FROM FALLING ROCK.
 HX1793'0.35 MILE NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 HX1793'AT FALLING ROCK, THENCE ABOUT 3.45 MILES NORTH AND NORTHWEST ALONG
 HX1793'A BLACK TOP ROAD TO A POINT ABOUT 75 YARDS WEST OF END OF BLACK
 HX1793'TOP AND A BRIDGE OVER WILLS CREEK, THENCE ABOUT 1.2 MILES
 HX1793'NORTHWEST ALONG A DIRT ROAD WHICH LEADS OVER GAP INTO BIG FORK OF
 HX1793'LITTLE SANDY CREEK, ABOUT 0.4 MILE WEST OF TOP OF GAP, ABOUT
 HX1793'50 YARDS SOUTHEAST OF CONFLUENCE OF SPRING BRANCHES, 13 FEET
 HX1793'NORTHWEST OF CENTER LINE OF ROAD, IN THE POINTED TOP OF A 7-FOOT
 HX1793'HIGH 4 BY 5-FOOT EXPOSED PART OF AN EMBEDDED BOULDER AND ABOUT
 HX1793'4 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM THE POST
 HX1793'OFFICE AT FRAME, KANAWAH COUNTY, BY GOING ABOUT 1.85 MILES
 HX1793'NORTHEAST ALONG A BLACK TOP ROAD, THENCE ABOUT 0.4 MILE EAST
 HX1793'ALONG A ROUGH ROCKY ROAD, THENCE ABOUT 1.5 MILES EAST AND SOUTHEAST
 HX1793'ALONG A DIRT ROAD FOLLOWING BIG FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2532 ***********************************************************************
 HX2532  DESIGNATION -  L 97
 HX2532  PID         -  HX2532
 HX2532  STATE/COUNTY-  WV/ROANE
 HX2532  USGS QUAD   -  ROMANCE (1975)
 HX2532
 HX2532                         *CURRENT SURVEY CONTROL
 HX2532  ___________________________________________________________________
 HX2532* NAD 83(1986)-  38 36 13.     (N)    081 30 32.     (W)     SCALED    
 HX2532* NAVD 88     -       203.909  (meters)     668.99   (feet)  ADJUSTED  
 HX2532  ___________________________________________________________________
 HX2532  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HX2532  DYNAMIC HT  -         203.770 (meters)     668.54  (feet)  COMP
 HX2532  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 HX2532
 HX2532  VERT ORDER  -  SECOND    CLASS 0
 HX2532
 HX2532.The horizontal coordinates were scaled from a topographic map and have
 HX2532.an estimated accuracy of +/- 6 seconds.
 HX2532
 HX2532.The orthometric height was determined by differential leveling
 HX2532.and adjusted by the National Geodetic Survey in June 1991..
 HX2532
 HX2532.The geoid height was determined by GEOID03.
 HX2532
 HX2532.The dynamic height is computed by dividing the NAVD 88
 HX2532.geopotential number by the normal gravity value computed on the
 HX2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2532.degrees latitude (g = 980.6199 gals.).
 HX2532
 HX2532.The modeled gravity was interpolated from observed gravity values.
 HX2532
 HX2532;                    North         East    Units  Estimated Accuracy
 HX2532;SPC WV S     -   178,110.      555,670.      MT  (+/- 180 meters Scaled)
 HX2532
 HX2532                          SUPERSEDED SURVEY CONTROL
 HX2532
 HX2532  NGVD 29 (??/??/92)  204.084  (m)          669.57   (f) ADJ UNCH    2 0
 HX2532
 HX2532.Superseded values are not recommended for survey control.
 HX2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2532.See file dsdata.txt to determine how the superseded data were derived.
 HX2532
 HX2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC556729(NAD 83)
 HX2532_MARKER: DB = BENCH MARK DISK
 HX2532_SETTING: 80 = SET IN A BOULDER
 HX2532_SP_SET: BOULDER
 HX2532_STAMPING: L 97 1956
 HX2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2532+STABILITY: SURFACE MOTION
 HX2532
 HX2532  HISTORY     - Date     Condition        Report By
 HX2532  HISTORY     - 1956     MONUMENTED       CGS
 HX2532
 HX2532                          STATION DESCRIPTION
 HX2532
 HX2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2532'4.3 MI N FROM KETTLE.
 HX2532'ABOUT 2.2 MILES NORTHWEST ALONG A DIRT ROAD FOLLOWING GREEN
 HX2532'CREEK FROM POST OFFICE AND STORE AT KETTLE, THENCE ABOUT 2.1
 HX2532'MILES SOUTHEAST AND NORTH ALONG A DIRT ROAD FOLLOWING POCATALICO
 HX2532'RIVER, ABOUT 0.65 MILE NORTH AND NORTHWEST OF NORTHEAST END
 HX2532'OF STEEL BRIDGE OVER POCATALICO RIVER, ABOUT 0.45 MILE SOUTHEAST
 HX2532'OF FOOT-LOG AND FORD ACROSS POCATALICO RIVER FOR DIRT ROAD
 HX2532'LEADING ALONG WHITE OAK CREEK, 77 YARDS EAST-SOUTHEAST OF A
 HX2532'40-INCH CONCRETE PIPE CULVERT FOR A CREEK BRANCH, 14 1/2 FEET
 HX2532'NORTH-NORTHEAST OF CENTER LINE OF ROAD, 100 FEET EAST-NORTHEAST
 HX2532'AND ACROSS ROAD FROM POWER POLE NO. 49-7307/1056-C-21, SET
 HX2532'VERTICALLY ABOUT 2 FEET ABOVE GROUND IN THE SOUTHWEST FACE OF A
 HX2532'2 1/2 FOOT HIGH 7 BY 4-FOOT EMBEDDED BOULDER, 1.4 FEET NORTHWEST
 HX2532'OF SOUTH CORNER OF BOULDER AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2575 ***********************************************************************
 HX2575  DESIGNATION -  L 98
 HX2575  PID         -  HX2575
 HX2575  STATE/COUNTY-  WV/KANAWHA
 HX2575  USGS QUAD   -  SISSONVILLE (1958)
 HX2575
 HX2575                         *CURRENT SURVEY CONTROL
 HX2575  ___________________________________________________________________
 HX2575* NAD 83(1986)-  38 31 06.     (N)    081 40 31.     (W)     SCALED    
 HX2575* NAVD 88     -       196.082  (meters)     643.31   (feet)  ADJUSTED  
 HX2575  ___________________________________________________________________
 HX2575  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HX2575  DYNAMIC HT  -         195.947 (meters)     642.87  (feet)  COMP
 HX2575  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 HX2575
 HX2575  VERT ORDER  -  SECOND    CLASS 0
 HX2575
 HX2575.The horizontal coordinates were scaled from a topographic map and have
 HX2575.an estimated accuracy of +/- 6 seconds.
 HX2575
 HX2575.The orthometric height was determined by differential leveling
 HX2575.and adjusted by the National Geodetic Survey in June 1991..
 HX2575
 HX2575.The geoid height was determined by GEOID03.
 HX2575
 HX2575.The dynamic height is computed by dividing the NAVD 88
 HX2575.geopotential number by the normal gravity value computed on the
 HX2575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2575.degrees latitude (g = 980.6199 gals.).
 HX2575
 HX2575.The modeled gravity was interpolated from observed gravity values.
 HX2575
 HX2575;                    North         East    Units  Estimated Accuracy
 HX2575;SPC WV S     -   168,730.      541,110.      MT  (+/- 180 meters Scaled)
 HX2575
 HX2575                          SUPERSEDED SURVEY CONTROL
 HX2575
 HX2575  NGVD 29 (??/??/92)  196.269  (m)          643.93   (f) ADJ UNCH    2 0
 HX2575
 HX2575.Superseded values are not recommended for survey control.
 HX2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2575.See file dsdata.txt to determine how the superseded data were derived.
 HX2575
 HX2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC411635(NAD 83)
 HX2575_MARKER: DB = BENCH MARK DISK
 HX2575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2575_SP_SET: CULVERT
 HX2575_STAMPING: L 98 1956
 HX2575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2575
 HX2575  HISTORY     - Date     Condition        Report By
 HX2575  HISTORY     - 1956     MONUMENTED       CGS
 HX2575
 HX2575                          STATION DESCRIPTION
 HX2575
 HX2575'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2575'4.9 MI SW FROM SISSONVILLE.
 HX2575'ABOUT 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 21 FROM THE HIGH
 HX2575'SCHOOL AT SISSONVILLE, THENCE ABOUT 2.6 MILES NORTHWEST AND
 HX2575'SOUTHWEST ALONG A BLACK TOP ROAD, ABOUT 0.45 MILE WEST OF
 HX2575'BONHAM PIPE LINE PUMPING STATION, IN THE TOP OF THE SOUTHWEST
 HX2575'END OF NORTHWEST CONCRETE HEAD WALL OF A 6-FOOT CONCRETE AND
 HX2575'STONE CULVERT FOR A CREEK BRANCH, 12 1/2 FEET NORTHWEST OF
 HX2575'CENTER LINE OF ROAD, ACROSS ROAD FROM A GROUP OF LARGE BARNS
 HX2575'AND SILOS, AND ABOUT 1/4 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2395 ***********************************************************************
 HX2395  DESIGNATION -  L 99
 HX2395  PID         -  HX2395
 HX2395  STATE/COUNTY-  WV/JACKSON
 HX2395  USGS QUAD   -  SISSONVILLE (1958)
 HX2395
 HX2395                         *CURRENT SURVEY CONTROL
 HX2395  ___________________________________________________________________
 HX2395* NAD 83(1986)-  38 34 24.     (N)    081 38 08.     (W)     SCALED    
 HX2395* NAVD 88     -       193.224  (meters)     633.94   (feet)  ADJUSTED  
 HX2395  ___________________________________________________________________
 HX2395  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HX2395  DYNAMIC HT  -         193.092 (meters)     633.50  (feet)  COMP
 HX2395  MODELED GRAV-     979,943.6   (mgal)                       NAVD 88
 HX2395
 HX2395  VERT ORDER  -  SECOND    CLASS 0
 HX2395
 HX2395.The horizontal coordinates were scaled from a topographic map and have
 HX2395.an estimated accuracy of +/- 6 seconds.
 HX2395
 HX2395.The orthometric height was determined by differential leveling
 HX2395.and adjusted by the National Geodetic Survey in June 1991..
 HX2395
 HX2395.The geoid height was determined by GEOID03.
 HX2395
 HX2395.The dynamic height is computed by dividing the NAVD 88
 HX2395.geopotential number by the normal gravity value computed on the
 HX2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2395.degrees latitude (g = 980.6199 gals.).
 HX2395
 HX2395.The modeled gravity was interpolated from observed gravity values.
 HX2395
 HX2395;                    North         East    Units  Estimated Accuracy
 HX2395;SPC WV S     -   174,820.      544,620.      MT  (+/- 180 meters Scaled)
 HX2395
 HX2395                          SUPERSEDED SURVEY CONTROL
 HX2395
 HX2395  NGVD 29 (??/??/92)  193.407  (m)          634.54   (f) ADJ UNCH    2 0
 HX2395
 HX2395.Superseded values are not recommended for survey control.
 HX2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2395.See file dsdata.txt to determine how the superseded data were derived.
 HX2395
 HX2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC446696(NAD 83)
 HX2395_MARKER: DB = BENCH MARK DISK
 HX2395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2395_SP_SET: CULVERT
 HX2395_STAMPING: L 99 1956
 HX2395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2395
 HX2395  HISTORY     - Date     Condition        Report By
 HX2395  HISTORY     - 1956     MONUMENTED       CGS
 HX2395
 HX2395                          STATION DESCRIPTION
 HX2395
 HX2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2395'4 MI N FROM SISSONVILLE.
 HX2395'ABOUT 4.05 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2395'AT SISSONVILLE, ABOUT 1.0 MILE NORTH OF JUNCTION OF BLACK TOP
 HX2395'ROAD NORTHWEST INTO ALLEN FORK, 21 FEET SOUTH-SOUTHWEST OF CENTER
 HX2395'LINE OF HIGHWAY, IN THE TOP OF WEST END OF THE SOUTH CONCRETE
 HX2395'HEADWALL OF A 10-FOOT CONCRETE AND STONE CULVERT FOR A CREEK
 HX2395'BRANCH, SOUTH AND ACROSS HIGHWAY FROM A TWO STORY BUILDING
 HX2395'(CINDER BLOCK GARAGE LOWER FLOOR - GREEN ASBESTOS SIDING LIVING
 HX2395'QUARTERS UPPER FLOOR), 1/2 FOOT EAST OF WEST END OF HEAD WALL
 HX2395'AND ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1862 ***********************************************************************
 JX1862  DESIGNATION -  L WVGS 1941
 JX1862  PID         -  JX1862
 JX1862  STATE/COUNTY-  WV/MONONGALIA
 JX1862  USGS QUAD   -  BLACKSVILLE (1988)
 JX1862
 JX1862                         *CURRENT SURVEY CONTROL
 JX1862  ___________________________________________________________________
 JX1862* NAD 83(1995)-  39 43 02.66761(N)    080 13 44.06191(W)     ADJUSTED  
 JX1862* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 JX1862  ___________________________________________________________________
 JX1862  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 JX1862  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JX1862
 JX1862  HORZ ORDER  -  SECOND
 JX1862
 JX1862.The horizontal coordinates were established by classical geodetic methods
 JX1862.and adjusted by the National Geodetic Survey in April 1998..
 JX1862
 JX1862.The orthometric height was scaled from a topographic map.
 JX1862
 JX1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1862
 JX1862.The geoid height was determined by GEOID03.
 JX1862
 JX1862;                    North         East     Units Scale Factor Converg.
 JX1862;SPC WV N     -   135,407.146   537,504.382   MT  0.99994201   -0 27 53.6
 JX1862;SPC PA S     -    45,629.042   387,465.866   MT  1.00004078   -1 36 29.9
 JX1862;SPC PA S     -   149,701.28  1,271,210.93   sFT  1.00004078   -1 36 29.9
 JX1862;UTM  17      - 4,396,677.195   566,091.240   MT  0.99965378   +0 29 33.9
 JX1862
 JX1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1862!SPC WV N     -   0.99995828  x   0.99994201  =   0.99990029
 JX1862!SPC PA S     -   0.99995828  x   1.00004078  =   0.99999906
 JX1862!UTM  17      -   0.99995828  x   0.99965378  =   0.99961208
 JX1862
 JX1862:                Primary Azimuth Mark                     Grid Az
 JX1862:SPC WV N     -  WELLS                                    197 58 50.7
 JX1862:SPC PA S     -  WELLS                                    199 07 27.0
 JX1862:UTM  17      -  WELLS                                    197 01 23.2
 JX1862
 JX1862|---------------------------------------------------------------------|
 JX1862| PID    Reference Object                     Distance      Geod. Az  |
 JX1862|                                                           dddmmss.s |
 JX1862| JX1861 WELLS                               APPROX. 0.8 KM 1973057.1 |
 JX1862|---------------------------------------------------------------------|
 JX1862
 JX1862                          SUPERSEDED SURVEY CONTROL
 JX1862
 JX1862  NAD 83(1986)-  39 43 02.67152(N)    080 13 44.06818(W) AD(       ) 2
 JX1862  NAD 27      -  39 43 02.39140(N)    080 13 44.80840(W) AD(       ) 2
 JX1862
 JX1862.Superseded values are not recommended for survey control.
 JX1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1862.See file dsdata.txt to determine how the superseded data were derived.
 JX1862
 JX1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6609196677(NAD 83)
 JX1862_MARKER: DD = SURVEY DISK
 JX1862_SETTING: 0 = UNSPECIFIED SETTING
 JX1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1862
 JX1862  HISTORY     - Date     Condition        Report By
 JX1862  HISTORY     - 1941     MONUMENTED       WVGS
 JX1862
 JX1862                          STATION DESCRIPTION
 JX1862
 JX1862'DESCRIBED BY WEST VIRGINIA GEODETIC SURVEY 1941 (GWL)
 JX1862'STATION IS
 JX1862'LOCATED ABOUT 1.0
 JX1862'MILE W OF BLACKSVILLE ON THE RIGHT-OF-WAY OF
 JX1862'STATE HIGHWAY 7.  IT IS 120 FEET NW
 JX1862'OF THE W END OF A CLIFF, 60
 JX1862'FEET E OF A LARGE OAK TREE WHICH IS THE W GATEPOST OF
 JX1862'A LANE LEADING S,
 JX1862'18 FEET SW OF THE CENTER LINE OF STATE HIGHWAY 7 AND 2.4
 JX1862'FEET S OF THE NW END
 JX1862'OF HIGHWAY CABLE GUARD RAIL.  IT IS A STANDARD
 JX1862'STATE SURVEY, SET IN A 6-INCH SQUARE
 JX1862'SANDSTONE POST PROJECTING 3 INCHES.
 JX1862'
 JX1862'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 218 IN
 JX1862'BLACKSVILLE, GO W
 JX1862'ON STATE HIGHWAY 7 FOR 1.0 MILE TO STATION ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2173 ***********************************************************************
 HY2173  DESIGNATION -  LAKIN
 HY2173  PID         -  HY2173
 HY2173  STATE/COUNTY-  WV/MASON
 HY2173  USGS QUAD   -  CHESHIRE (1989)
 HY2173
 HY2173                         *CURRENT SURVEY CONTROL
 HY2173  ___________________________________________________________________
 HY2173* NAD 83(1986)-  38 57 32.     (N)    082 05 26.     (W)     SCALED    
 HY2173* NAVD 88     -       179.060  (meters)     587.47   (feet)  ADJUSTED  
 HY2173  ___________________________________________________________________
 HY2173  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HY2173  DYNAMIC HT  -         178.948 (meters)     587.10  (feet)  COMP
 HY2173  MODELED GRAV-     979,997.7   (mgal)                       NAVD 88
 HY2173
 HY2173  VERT ORDER  -  FIRST     CLASS II
 HY2173
 HY2173.The horizontal coordinates were scaled from a topographic map and have
 HY2173.an estimated accuracy of +/- 6 seconds.
 HY2173
 HY2173.The orthometric height was determined by differential leveling
 HY2173.and adjusted by the National Geodetic Survey in June 1991..
 HY2173
 HY2173.The geoid height was determined by GEOID03.
 HY2173
 HY2173.The dynamic height is computed by dividing the NAVD 88
 HY2173.geopotential number by the normal gravity value computed on the
 HY2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2173.degrees latitude (g = 980.6199 gals.).
 HY2173
 HY2173.The modeled gravity was interpolated from observed gravity values.
 HY2173
 HY2173;                    North         East    Units  Estimated Accuracy
 HY2173;SPC WV S     -   217,980.      505,480.      MT  (+/- 180 meters Scaled)
 HY2173
 HY2173                          SUPERSEDED SURVEY CONTROL
 HY2173
 HY2173.No superseded survey control is available for this station.
 HY2173
 HY2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD055127(NAD 83)
 HY2173_MARKER: DS = TRIANGULATION STATION DISK
 HY2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2173_SP_SET: CONCRETE POST
 HY2173_STAMPING: LAKIN 1975
 HY2173_MARK LOGO: NGS   
 HY2173_PROJECTION: FLUSH
 HY2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2173+STABILITY: SURFACE MOTION
 HY2173
 HY2173  HISTORY     - Date     Condition        Report By
 HY2173  HISTORY     - 1975     MONUMENTED       NGS
 HY2173  HISTORY     - 1984     GOOD             NGS
 HY2173
 HY2173                          STATION DESCRIPTION
 HY2173
 HY2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2173'8.3 KM (5.15 MI) SSW FROM MASON.
 HY2173'8.0 KM (4.95 MI) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 62 FROM THE
 HY2173'JUNCTION OF U.S. HIGHWAY 33 IN MASON, THENCE 0.3 KM (0.2 MI) WEST
 HY2173'ALONG A PAVED ROAD TO A CERAMIC TILE BARN AND THE MARK ON THE LEFT,
 HY2173'4.57 METERS (15.0 FT) SOUTH OF THE CENTER OF THE ROAD, 9.93 METERS
 HY2173'(32.6 FT) NORTHWEST OF LAKIN RM 1, 5.27 METERS (17.3 FT)
 HY2173'EAST-NORTHEAST OF LAKIN RM 2, 6.55 METERS (21.5 FT) NORTH OF THE
 HY2173'NORTHWEST CORNER OF THE BARN.
 HY2173'THE MARK IS 10.1 METERS  NW FROM A WITNESS POST.
 HY2173'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2195 ***********************************************************************
 HY2195  DESIGNATION -  LAKIN
 HY2195  PID         -  HY2195
 HY2195  STATE/COUNTY-  WV/MASON
 HY2195  USGS QUAD   -  CHESHIRE (1989)
 HY2195
 HY2195                         *CURRENT SURVEY CONTROL
 HY2195  ___________________________________________________________________
 HY2195* NAD 83(1995)-  38 57 32.98807(N)    082 05 25.57643(W)     ADJUSTED  
 HY2195* NAVD 88     -       179.6    (meters)     589.     (feet)  VERTCON   
 HY2195  ___________________________________________________________________
 HY2195  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HY2195  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HY2195
 HY2195  HORZ ORDER  -  SECOND
 HY2195
 HY2195.The horizontal coordinates were established by classical geodetic methods
 HY2195.and adjusted by the National Geodetic Survey in April 1998..
 HY2195
 HY2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2195
 HY2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2195
 HY2195.The geoid height was determined by GEOID03.
 HY2195
 HY2195;                    North         East     Units Scale Factor Converg.
 HY2195;SPC WV S     -   218,011.270   505,485.583   MT  1.00001704   -0 40 26.8
 HY2195;SPC OH S     -   106,560.549   635,497.852   MT  0.99996328   +0 15 35.6
 HY2195;UTM  17      - 4,312,810.239   405,521.611   MT  0.99970991   -0 41 08.5
 HY2195
 HY2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2195!SPC WV S     -   0.99997715  x   1.00001704  =   0.99999419
 HY2195!SPC OH S     -   0.99997715  x   0.99996328  =   0.99994043
 HY2195!UTM  17      -   0.99997715  x   0.99970991  =   0.99968707
 HY2195
 HY2195:                Primary Azimuth Mark                     Grid Az
 HY2195:SPC WV S     -  WEST COLUMBIA CATV MAST                  041 06 11.2
 HY2195:SPC OH S     -  WEST COLUMBIA CATV MAST                  040 10 08.8
 HY2195:UTM  17      -  WEST COLUMBIA CATV MAST                  041 06 52.9
 HY2195
 HY2195|---------------------------------------------------------------------|
 HY2195| PID    Reference Object                     Distance      Geod. Az  |
 HY2195|                                                           dddmmss.s |
 HY2195| HY2193 WEST COLUMBIA CATV MAST             APPROX. 2.3 KM 0402544.4 |
 HY2195| HY2194 LAKIN AZ MK 1976                    360.463 METERS 07949     |
 HY2195| DB6946 LAKIN RM 1                            9.954 METERS 13632     |
 HY2195| HY2211 KYGER CREEK POWER PLANT STK         APPROX. 5.9 KM 2134055.3 |
 HY2195| HY2196 CHESHIRE GAVIN STACK                APPROX. 3.5 KM 2203933.5 |
 HY2195| DB6947 LAKIN RM 2                            5.270 METERS 23644     |
 HY2195|---------------------------------------------------------------------|
 HY2195
 HY2195                          SUPERSEDED SURVEY CONTROL
 HY2195
 HY2195  NAD 83(1995)-  38 57 32.99300(N)    082 05 25.58229(W) AD(       ) 2
 HY2195  NAD 83(1986)-  38 57 32.99611(N)    082 05 25.57982(W) AD(       ) 2
 HY2195  NAD 27      -  38 57 32.71111(N)    082 05 26.06672(W) AD(       ) 2
 HY2195  NGVD 29 (07/19/86)  179.8    (m)          590.     (f) VERT ANG       
 HY2195
 HY2195.Superseded values are not recommended for survey control.
 HY2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2195.See file dsdata.txt to determine how the superseded data were derived.
 HY2195
 HY2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0552212810(NAD 83)
 HY2195_MARKER: DD = SURVEY DISK
 HY2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2195_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2195
 HY2195  HISTORY     - Date     Condition        Report By
 HY2195  HISTORY     - 1976     MONUMENTED       NGS
 HY2195
 HY2195                          STATION DESCRIPTION
 HY2195
 HY2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2195'THE STATION IS ABOUT 8 MILES NORTH-NORTHEAST OF POINT PLEASANT,
 HY2195'WEST VIRGINIA, 4 MILES SOUTH-SOUTHWEST OF MIDDLEPORT, OHIO,
 HY2195'2 MILES SOUTHWEST OF WEST COLUMBIA, WEST VIRGINIA, 1 MILE EAST
 HY2195'OF THE OHIO RIVER AND IS ON PROPERTY OWNED BY THE STATE.
 HY2195'
 HY2195'TO REACH THE STATION FROM THE POST OFFICE IN WEST COLUMBIA, WEST
 HY2195'VIRGINIA, GO SOUTHERLY ON STATE HIGHWAY 62 FOR 3.3 MILES TO A
 HY2195'SIDE ROAD LEFT AT WEST VIRGINIA DEPARTMENT OF NATURAL RESOURCES
 HY2195'CLEMENTS TREE NURSERY.  AZIMUTH MARK IS IN THE TRIANGLE OF THE
 HY2195'INTERSECTION.  CONTINUE AHEAD FOR 0.05 MILE TO A SIDE ROAD
 HY2195'RIGHT.  TURN RIGHT AND GO WEST ON A FARM ROAD FOR 0.2 MILE TO
 HY2195'A CERAMIC TILE BARN ON THE LEFT AND THE STATION.
 HY2195'
 HY2195'STATION MARKS ARE STANDARD DISKS STAMPED---LAKIN 1975---.  THE
 HY2195'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HY2195'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 33 FEET NORTHWEST
 HY2195'OF A METAL WITNESS POST, 21.5 FEET NORTH OF THE NORTHWEST CORNER
 HY2195'OF THE BARN AND 15 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 HY2195'FARM ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HY2195'CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 HY2195'
 HY2195'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---LAKIN NO 1 1975---,
 HY2195'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HY2195'IS FLUSH WITH THE GROUND.  IT IS 35 FEET SOUTH OF THE
 HY2195'APPROXIMATE CENTER OF THE ROAD, 28 FEET EAST OF THE NORTHWEST
 HY2195'CORNER OF THE BARN AND 2 FEET NORTHEAST OF THE METAL WITNESS
 HY2195'POST.  ABOUT THE SAME ELEVATION AS THE STATION.
 HY2195'
 HY2195'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---LAKIN NO 2 1975---,
 HY2195'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HY2195'IS FLUSH WITH THE GROUND.  IT IS 40 FEET WEST OF THE METAL
 HY2195'WITNESS POST, 28 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 HY2195'ROAD AND 16 FEET WEST OF THE NORTHWEST CORNER OF THE BARN.
 HY2195'ABOUT THE SAME ELEVATION AS THE STATION.
 HY2195'
 HY2195'AZIMUTH MARK IS A STANDARD DISK STAMPED---LAKIN AZ 1975---, SET
 HY2195'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 HY2195'FLUSH WITH THE GROUND.  IT IS 36 FEET EAST OF THE CENTERLINE
 HY2195'OF STATE HIGHWAY 62 AND 4 FEET WEST OF THE WEST END OF A SIGN
 HY2195'(WEST VIRGINIA DEPARTMENT OF NATURAL RESOURCES, CLEMENTS TREE
 HY2195'NURSERY).
 HY2195'
 HY2195'HEIGHT OF LIGHT ABOVE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2172 ***********************************************************************
 HY2172  DESIGNATION -  LAKIN AZ MK
 HY2172  PID         -  HY2172
 HY2172  STATE/COUNTY-  WV/MASON
 HY2172  USGS QUAD   -  CHESHIRE (1989)
 HY2172
 HY2172                         *CURRENT SURVEY CONTROL
 HY2172  ___________________________________________________________________
 HY2172* NAD 83(1986)-  38 57 35.     (N)    082 05 12.     (W)     SCALED    
 HY2172* NAVD 88     -       184.145  (meters)     604.15   (feet)  ADJUSTED  
 HY2172  ___________________________________________________________________
 HY2172  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HY2172  DYNAMIC HT  -         184.030 (meters)     603.77  (feet)  COMP
 HY2172  MODELED GRAV-     979,997.7   (mgal)                       NAVD 88
 HY2172
 HY2172  VERT ORDER  -  FIRST     CLASS II
 HY2172
 HY2172.The horizontal coordinates were scaled from a topographic map and have
 HY2172.an estimated accuracy of +/- 6 seconds.
 HY2172
 HY2172.The orthometric height was determined by differential leveling
 HY2172.and adjusted by the National Geodetic Survey in June 1991..
 HY2172
 HY2172.The geoid height was determined by GEOID03.
 HY2172
 HY2172.The dynamic height is computed by dividing the NAVD 88
 HY2172.geopotential number by the normal gravity value computed on the
 HY2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2172.degrees latitude (g = 980.6199 gals.).
 HY2172
 HY2172.The modeled gravity was interpolated from observed gravity values.
 HY2172
 HY2172;                    North         East    Units  Estimated Accuracy
 HY2172;SPC WV S     -   218,070.      505,810.      MT  (+/- 180 meters Scaled)
 HY2172
 HY2172                          SUPERSEDED SURVEY CONTROL
 HY2172
 HY2172.No superseded survey control is available for this station.
 HY2172
 HY2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD058128(NAD 83)
 HY2172_MARKER: DZ = AZIMUTH MARK DISK
 HY2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2172_SP_SET: CONCRETE POST
 HY2172_STAMPING: LAKIN AZ 1975
 HY2172_MARK LOGO: NGS   
 HY2172_PROJECTION: FLUSH
 HY2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2172+STABILITY: SURFACE MOTION
 HY2172
 HY2172  HISTORY     - Date     Condition        Report By
 HY2172  HISTORY     - 1975     MONUMENTED       NGS
 HY2172  HISTORY     - 1984     GOOD             NGS
 HY2172
 HY2172                          STATION DESCRIPTION
 HY2172
 HY2172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2172'7.9 KM (4.9 MI) SSW FROM MASON.
 HY2172'7.9 KM (4.9 MI) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 62 FROM THE
 HY2172'JUNCTION OF U.S. HIGHWAY 33 IN MASON TO THE MARK ON THE LEFT, IN THE
 HY2172'CENTER OF A GRASSEY TRIANGLE OF THE FORKED JUNCTION OF THE PAVED ROAD
 HY2172'LEADING INTO THE WEST VIRGINIA DEPARTMENT OF NATURAL RESOURCES,
 HY2172'CLEMENTS TREE NURSERY, 11.0 METERS (36.0 FT) EAST OF THE CENTERLINE OF
 HY2172'THE HIGHWAY, 17.70 METERS (58.0 FT) SOUTH AND ACROSS THE NORTH FORK OF
 HY2172'THE ROAD FROM POWER POLE 610D25, 1.21 METERS (4.0 FT) WEST OF THE WEST
 HY2172'END OF A LARGE WOODEN SIGN FOR THE NURSERY.
 HY2172'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2194 ***********************************************************************
 HY2194  DESIGNATION -  LAKIN AZ MK 1976
 HY2194  PID         -  HY2194
 HY2194  STATE/COUNTY-  WV/MASON
 HY2194  USGS QUAD   -  CHESHIRE (1989)
 HY2194
 HY2194                         *CURRENT SURVEY CONTROL
 HY2194  ___________________________________________________________________
 HY2194* NAD 83(1995)-  38 57 35.05557(N)    082 05 10.84100(W)     ADJUSTED  
 HY2194* NAVD 88     -       184.7    (meters)     606.     (feet)  VERTCON   
 HY2194  ___________________________________________________________________
 HY2194  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 HY2194  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HY2194
 HY2194  HORZ ORDER  -  SECOND
 HY2194
 HY2194.The horizontal coordinates were established by classical geodetic methods
 HY2194.and adjusted by the National Geodetic Survey in April 1998..
 HY2194
 HY2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2194
 HY2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2194
 HY2194.The geoid height was determined by GEOID03.
 HY2194
 HY2194;                    North         East     Units Scale Factor Converg.
 HY2194;SPC WV S     -   218,070.857   505,841.092   MT  1.00001717   -0 40 17.7
 HY2194;SPC OH S     -   106,625.919   635,852.324   MT  0.99996320   +0 15 44.9
 HY2194;UTM  17      - 4,312,869.736   405,877.023   MT  0.99970909   -0 40 59.2
 HY2194
 HY2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2194!SPC WV S     -   0.99997635  x   1.00001717  =   0.99999352
 HY2194!SPC OH S     -   0.99997635  x   0.99996320  =   0.99993955
 HY2194!UTM  17      -   0.99997635  x   0.99970909  =   0.99968545
 HY2194
 HY2194:                Primary Azimuth Mark                     Grid Az
 HY2194:SPC WV S     -  WEST COLUMBIA CATV MAST                  034 43 49.7
 HY2194:SPC OH S     -  WEST COLUMBIA CATV MAST                  033 47 47.1
 HY2194:UTM  17      -  WEST COLUMBIA CATV MAST                  034 44 31.2
 HY2194
 HY2194|---------------------------------------------------------------------|
 HY2194| PID    Reference Object                     Distance      Geod. Az  |
 HY2194|                                                           dddmmss.s |
 HY2194| HY2193 WEST COLUMBIA CATV MAST             APPROX. 2.1 KM 0340332.0 |
 HY2194| HY2196 CHESHIRE GAVIN STACK                APPROX. 3.7 KM 2240853.5 |
 HY2194| HY2195 LAKIN                               360.463 METERS 25949     |
 HY2194|---------------------------------------------------------------------|
 HY2194
 HY2194                          SUPERSEDED SURVEY CONTROL
 HY2194
 HY2194  NAD 83(1995)-  38 57 35.06048(N)    082 05 10.84683(W) AD(       ) 2
 HY2194  NAD 83(1986)-  38 57 35.06356(N)    082 05 10.84437(W) AD(       ) 2
 HY2194  NAD 27      -  38 57 34.77862(N)    082 05 11.33173(W) AD(       ) 2
 HY2194  NGVD 29 (07/19/86)  184.9    (m)          607.     (f) VERT ANG       
 HY2194
 HY2194.Superseded values are not recommended for survey control.
 HY2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2194.See file dsdata.txt to determine how the superseded data were derived.
 HY2194
 HY2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0587712870(NAD 83)
 HY2194_MARKER: DD = SURVEY DISK
 HY2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2194+STABILITY: SURFACE MOTION
 HY2194
 HY2194  HISTORY     - Date     Condition        Report By
 HY2194  HISTORY     - 1976     MONUMENTED       NGS
 HY2194
 HY2194                          STATION DESCRIPTION
 HY2194
 HY2194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2194'AN EDM TRAVERSE TIE WAS MADE FROM LAKIN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0474 ***********************************************************************
 JX0474  DESIGNATION -  LANE
 JX0474  PID         -  JX0474
 JX0474  STATE/COUNTY-  WV/MARSHALL
 JX0474  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0474
 JX0474                         *CURRENT SURVEY CONTROL
 JX0474  ___________________________________________________________________
 JX0474* NAD 83(1986)-  39 44 05.     (N)    080 50 26.     (W)     SCALED    
 JX0474* NAVD 88     -       193.663  (meters)     635.38   (feet)  ADJUSTED  
 JX0474  ___________________________________________________________________
 JX0474  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JX0474  DYNAMIC HT  -         193.553 (meters)     635.02  (feet)  COMP
 JX0474  MODELED GRAV-     980,055.1   (mgal)                       NAVD 88
 JX0474
 JX0474  VERT ORDER  -  SECOND    CLASS 0
 JX0474
 JX0474.The horizontal coordinates were scaled from a topographic map and have
 JX0474.an estimated accuracy of +/- 6 seconds.
 JX0474
 JX0474.The orthometric height was determined by differential leveling
 JX0474.and adjusted by the National Geodetic Survey in June 1991..
 JX0474
 JX0474.The geoid height was determined by GEOID03.
 JX0474
 JX0474.The dynamic height is computed by dividing the NAVD 88
 JX0474.geopotential number by the normal gravity value computed on the
 JX0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0474.degrees latitude (g = 980.6199 gals.).
 JX0474
 JX0474.The modeled gravity was interpolated from observed gravity values.
 JX0474
 JX0474;                    North         East    Units  Estimated Accuracy
 JX0474;SPC WV N     -   137,930.      485,090.      MT  (+/- 180 meters Scaled)
 JX0474
 JX0474                          SUPERSEDED SURVEY CONTROL
 JX0474
 JX0474  NGVD 29 (??/??/92)  193.835  (m)          635.94   (f) ADJ UNCH    2 0
 JX0474
 JX0474.Superseded values are not recommended for survey control.
 JX0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0474.See file dsdata.txt to determine how the superseded data were derived.
 JX0474
 JX0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND136983(NAD 83)
 JX0474_MARKER: DB = BENCH MARK DISK
 JX0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0474_SP_SET: BRIDGE
 JX0474_STAMPING: LANE 1934
 JX0474_MARK LOGO: CGS   
 JX0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0474
 JX0474  HISTORY     - Date     Condition        Report By
 JX0474  HISTORY     - 1934     MONUMENTED       CGS
 JX0474  HISTORY     - 1983     GOOD             NGS
 JX0474
 JX0474                          STATION DESCRIPTION
 JX0474
 JX0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX0474'2.8 MI S FROM CLARINGTON.
 JX0474'2.8 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0474'STATION AT CLARINGTON, MARSHALL COUNTY, IN THE SOUTHEAST END OF
 JX0474'THE NORTHEAST SIDE OF BRIDGE 297, 14 YARDS NORTH OF POLE 29-25,
 JX0474'8 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 1 1/2 FEET
 JX0474'LOWER THAN THE TOP OF THE RAIL.
 JX0474
 JX0474                          STATION RECOVERY (1983)
 JX0474
 JX0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0474'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.  NEW DESCRIPTION
 JX0474'FOLLOWS.  3.7 KM (2.3 MI) SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0474'FROM THE FOUNDATION OF THE RAILROAD STATION IN CLARINGTON TO THE MARK
 JX0474'ON THE LEFT, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST SIDE OF
 JX0474'BRIDGE 297, 2.19 METERS (7.2 FT) NORTHEAST OF THE NORTHEAST RAIL,
 JX0474'6.43 METERS (21.1 FT) SOUTH-SOUTHEAST OF A TELEGRAPH POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3012 ***********************************************************************
 HX3012  DESIGNATION -  LEATHER
 HX3012  PID         -  HX3012
 HX3012  STATE/COUNTY-  WV/CLAY
 HX3012  USGS QUAD   -  LOCKWOOD (1976)
 HX3012
 HX3012                         *CURRENT SURVEY CONTROL
 HX3012  ___________________________________________________________________
 HX3012* NAD 83(1995)-  38 22 15.90951(N)    081 00 13.39754(W)     ADJUSTED  
 HX3012* NAVD 88     -       546.7    (meters)    1794.     (feet)  VERTCON   
 HX3012  ___________________________________________________________________
 HX3012  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 HX3012  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX3012
 HX3012  HORZ ORDER  -  THIRD
 HX3012
 HX3012.The horizontal coordinates were established by classical geodetic methods
 HX3012.and adjusted by the National Geodetic Survey in April 1998..
 HX3012
 HX3012.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3012
 HX3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3012
 HX3012.The geoid height was determined by GEOID03.
 HX3012
 HX3012;                    North         East     Units Scale Factor Converg.
 HX3012;SPC WV S     -   152,175.604   599,674.805   MT  0.99993096   -0 00 08.3
 HX3012;UTM  17      - 4,246,989.090   499,674.912   MT  0.99960000   -0 00 08.3
 HX3012
 HX3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3012!SPC WV S     -   0.99991924  x   0.99993096  =   0.99985020
 HX3012!UTM  17      -   0.99991924  x   0.99960000  =   0.99951927
 HX3012
 HX3012:                Primary Azimuth Mark                     Grid Az
 HX3012:SPC WV S     -  WIDEN                                    040 52 28.1
 HX3012:UTM  17      -  WIDEN                                    040 52 28.1
 HX3012
 HX3012|---------------------------------------------------------------------|
 HX3012| PID    Reference Object                     Distance      Geod. Az  |
 HX3012|                                                           dddmmss.s |
 HX3012| HX2920 WIDEN                               APPROX.16.1 KM 0405219.8 |
 HX3012| DC4521 LEATHER RM 1                          8.100 METERS 08140     |
 HX3012| DC4522 LEATHER RM 2                          7.200 METERS 18650     |
 HX3012|---------------------------------------------------------------------|
 HX3012
 HX3012                          SUPERSEDED SURVEY CONTROL
 HX3012
 HX3012  NAD 83(1986)-  38 22 15.91781(N)    081 00 13.40730(W) AD(       ) 3
 HX3012  NAD 27      -  38 22 15.54000(N)    081 00 14.03600(W) AD(       ) 3
 HX3012  NGVD 29 (07/19/86)  546.9    (m)         1794.     (f) VERT ANG       
 HX3012
 HX3012.Superseded values are not recommended for survey control.
 HX3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3012.See file dsdata.txt to determine how the superseded data were derived.
 HX3012
 HX3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC9967546989(NAD 83)
 HX3012_MARKER: DD = SURVEY DISK
 HX3012_SETTING: 0 = UNSPECIFIED SETTING
 HX3012
 HX3012  HISTORY     - Date     Condition        Report By
 HX3012  HISTORY     - 1961     MONUMENTED       CGS
 HX3012
 HX3012                          STATION DESCRIPTION
 HX3012
 HX3012'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX3012'STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF CLAY ON LARGE TREE
 HX3012'COVERED RIDGE AT
 HX3012'THE HEAD OF LAUREL FORK CREEK.
 HX3012'
 HX3012'TO REACH THE STATION FROM THE POST OFFICE IN CLAY GO WEST AND SOUTH
 HX3012'ON STATE HIGHWAY
 HX3012'16 FOR 7.9 MILES TO SIDE ROAD LEFT AT SIGN LEATHERWOOD.
 HX3012'TURN LEFT ON BLACKTOP ROAD AND GO
 HX3012'0.45 MILE TO FORKS.  TAKE LEFT FORK
 HX3012'UPHILL ON GRAVEL ROAD FOR 1.55 MILES TO REVERSE-Y,
 HX3012'KEEP LEFT AND CONTINUE
 HX3012'ON MAIN TRAVELED ROAD FOR 7.0 MILES TO FORKS WITH SMALL CLEARING AND
 HX3012'PICNIC AREA.  TAKE LEFT
 HX3012'FORK AND GO 0.15 MILE TO TRACK ROAD LEFT.  TURN LEFT AND GO
 HX3012'0.1 MILE AFTER FORDING SMALL STREAM
 HX3012'TO SMALL CLEARING AND LARGE OAK TREE
 HX3012'ON LEFT WEST SIDE OF ROAD.  THIS IS THE END OF TRUCK
 HX3012'TRAVEL.  FROM HERE PACK
 HX3012'NORTH ALONG WEST SIDE OF OLD ROAD FOR ABOUT 200 YARDS TO TRIANGLE
 HX3012'BLAZED POPLAR TREE.
 HX3012'FROM HERE PACK LEFT UP STEEP SLOPE TO TOP OF RIDGE.  TURN
 HX3012'RIGHT AND PACK ABOUT 0.8 MILE
 HX3012'NORTH TO END OF RIDGE AND STATION AS
 HX3012'DESCRIBED.  TOTAL PACKING TIME ABOUT 1 HOUR.
 HX3012'
 HX3012'STATION MARK, A STANDARD DISK CEMENTED IN TOP OF A 4 INCH ORANGEBURG
 HX3012'PIPE.  IT IS 18
 HX3012'FEET EAST OF A 16 INCH TRIANGLE BLAZED OAK TREE AND 4 FEET
 HX3012'WEST OF A LARGE FALLEN OAK TREE.
 HX3012'THE DISK IS STAMPED LEATHER 1961 AND
 HX3012'PROJECTS 12 INCHES.
 HX3012'
 HX3012'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN TOP OF A 4 INCH
 HX3012'ORANGEBURG PIPE.
 HX3012'IT IS 23 FEET SOUTH OF A 16 INCH TRIANGLE BLAZED OAK TREE.
 HX3012'THE DISK IS STAMPED LEATHER NO 1
 HX3012'1961 AND PROJECTS 8 INCHES.
 HX3012'
 HX3012'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN TOP OF A 4 INCH
 HX3012'ORANGEBURG PIPE.
 HX3012'IT IS 18 FEET NORTH OF A 16 INCH TRIANGLE BLAZED OAK TREE.
 HX3012'THE DISK IS STAMPED LEATHER NO 2
 HX3012'1961 AND PROJECTS 8 INCHES.
 HX3012'
 HX3012'HEIGHT OF LIGHT ABOVE STATION MARK - 1.12 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1775 ***********************************************************************
 HX1775  DESIGNATION -  LEFT
 HX1775  PID         -  HX1775
 HX1775  STATE/COUNTY-  WV/ROANE
 HX1775  USGS QUAD   -  KETTLE (1975)
 HX1775
 HX1775                         *CURRENT SURVEY CONTROL
 HX1775  ___________________________________________________________________
 HX1775* NAD 83(1995)-  38 36 02.09228(N)    081 23 28.14691(W)     ADJUSTED  
 HX1775* NAVD 88     -       341.155  (meters)    1119.27   (feet)  ADJUSTED  
 HX1775  ___________________________________________________________________
 HX1775  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 HX1775  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HX1775  DYNAMIC HT  -         340.917 (meters)    1118.49  (feet)  COMP
 HX1775  MODELED GRAV-     979,923.2   (mgal)                       NAVD 88
 HX1775
 HX1775  HORZ ORDER  -  SECOND
 HX1775  VERT ORDER  -  SECOND    CLASS 0
 HX1775
 HX1775.The horizontal coordinates were established by classical geodetic methods
 HX1775.and adjusted by the National Geodetic Survey in April 1998..
 HX1775
 HX1775.The orthometric height was determined by differential leveling
 HX1775.and adjusted by the National Geodetic Survey in June 1991..
 HX1775
 HX1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1775
 HX1775.The geoid height was determined by GEOID03.
 HX1775
 HX1775.The dynamic height is computed by dividing the NAVD 88
 HX1775.geopotential number by the normal gravity value computed on the
 HX1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1775.degrees latitude (g = 980.6199 gals.).
 HX1775
 HX1775.The modeled gravity was interpolated from observed gravity values.
 HX1775
 HX1775;                    North         East     Units Scale Factor Converg.
 HX1775;SPC WV S     -   177,721.245   565,927.976   MT  0.99995199   -0 14 30.5
 HX1775;UTM  17      - 4,272,526.704   465,939.809   MT  0.99961429   -0 14 38.5
 HX1775
 HX1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1775!SPC WV S     -   0.99995169  x   0.99995199  =   0.99990368
 HX1775!UTM  17      -   0.99995169  x   0.99961429  =   0.99956600
 HX1775
 HX1775|---------------------------------------------------------------------|
 HX1775| PID    Reference Object                     Distance      Geod. Az  |
 HX1775|                                                           dddmmss.s |
 HX1775| DC4528 LEFT RM 1                            22.280 METERS 01211     |
 HX1775| HX1732 HAND                                132.446 METERS 07131     |
 HX1775| HX1734 LEFT AZ                             357.347 METERS 15257     |
 HX1775| HX2984 KERNS                               APPROX. 4.4 KM 1770033.7 |
 HX1775| HX1776 LEFT RM 2                            29.680 METERS 29808     |
 HX1775|---------------------------------------------------------------------|
 HX1775
 HX1775                          SUPERSEDED SURVEY CONTROL
 HX1775
 HX1775  NAD 83(1986)-  38 36 02.09967(N)    081 23 28.15346(W) AD(       ) 2
 HX1775  NAD 27      -  38 36 01.76000(N)    081 23 28.72000(W) AD(       ) 2
 HX1775  NGVD 29 (??/??/92)  341.318  (m)         1119.81   (f) ADJ UNCH    2 0
 HX1775
 HX1775.Superseded values are not recommended for survey control.
 HX1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1775.See file dsdata.txt to determine how the superseded data were derived.
 HX1775
 HX1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6594072527(NAD 83)
 HX1775_MARKER: DS = TRIANGULATION STATION DISK
 HX1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1775_STAMPING: LEFT 1944
 HX1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1775+STABILITY: SURFACE MOTION
 HX1775
 HX1775  HISTORY     - Date     Condition        Report By
 HX1775  HISTORY     - 1944     MONUMENTED       CGS
 HX1775  HISTORY     - 1956     GOOD             NGS
 HX1775  HISTORY     - 1973     GOOD             LOCSUR
 HX1775  HISTORY     - 1978     GOOD             NGS
 HX1775
 HX1775                          STATION DESCRIPTION
 HX1775
 HX1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX1775'STATION IS LOCATED IN
 HX1775'FRONT OF THE MT.
 HX1775'WELCOME UNION CHURCH, ON A HIGH HILL CALLED MT.
 HX1775'WELCOME HILL, ABOUT 3.5 MILES S OF
 HX1775'WALTON, ABOUT 0.1 MILE W OF
 HX1775'U.S. HIGHWAY 119, AND ON LAND OWNED BY THE MT.
 HX1775'WELCOME UNION
 HX1775'CHURCH.  IT IS 37 FEET NE OF THE NE CORNER OF THE CHURCH AND 33
 HX1775'FEET W OF A
 HX1775'FENCE.  THE DISK IS STAMPED LEFT 1944.
 HX1775'
 HX1775'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX1775'DISKS SET IN CONCRETE.
 HX1775'
 HX1775'REFERENCE MARK 1 IS 11 FEET E OF AN 18-INCH MAPLE TREE AND
 HX1775'5.5 FEET SW OF A
 HX1775'10-INCH MAPLE TREE.  IT IS STAMPED LEFT NO 1 1944.
 HX1775'
 HX1775'REFERENCE MARK 2 IS 57 FEET NW OF THE NW CORNER OF THE CHURCH
 HX1775'AND 64 FEET E OF
 HX1775'THE CENTER LINE OF THE MAIN ROAD.  IT IS STAMPED
 HX1775'LEFT NO 2 1944.
 HX1775'
 HX1775'AZIMUTH MARK IS ON THE W SIDE OF THE HIGHWAY, 20 FEET W OF
 HX1775'THE CENTER LINE OF
 HX1775'THE ROAD, 2 FEET W OF THE GUARDRAIL, 5 FEET S
 HX1775'OF A WITNESS POST, AND 5 FEET N OF A
 HX1775'HIGHWAY WARNING SIGN.  IT IS
 HX1775'STAMPED LEFT 1944.
 HX1775'
 HX1775'TO REACH THE STATION FROM THE CONCRETE BRIDGE AT WALTON,
 HX1775'GO S ON U.S.
 HX1775'HIGHWAY 119 FOR 3.35 MILES TO THE TOP OF A HILL
 HX1775'AT A T-ROAD (SURFACED).* TURN
 HX1775'RIGHT AND GO 0.1 MILE TO THE ENTRANCE
 HX1775'TO THE CHURCH, TURN LEFT AND GO ABOUT 0.05 MILE
 HX1775'TO THE
 HX1775'CHURCH AND STATION.
 HX1775'
 HX1775'*TO REACH AZIMUTH MARK FROM HERE, CONTINUE ON HIGHWAY 119
 HX1775'FOR 0.3 MILE TO
 HX1775'THE AZIMUTH MARK ON THE RIGHT NEAR A CURVE WARNING SIGN.
 HX1775'
 HX1775'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HX1775
 HX1775                          STATION RECOVERY (1956)
 HX1775
 HX1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HX1775'AT MT WELCOME.
 HX1775'AT MT. WELCOME, ABOUT 0.1 MILE WEST ALONG A BLACK TOP ROAD FROM
 HX1775'THE JUNCTION OF STATE HIGHWAY 14 AND TOP OF HIGHWAY GRADE AT MT.
 HX1775'WELCOME, THENCE ABOUT 60 YARDS SOUTH ALONG DRIVE TO MT. WELCOME
 HX1775'UNION CHURCH, 37.3 FEET NORTHEAST OF NORTHEAST CORNER OF CHURCH
 HX1775'BUILDING, 73 FEET SOUTH OF RM NO. 1, 87 1/2 FEET EAST-SOUTHEAST
 HX1775'OF RM NO. 2, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX1775'3 INCHES.
 HX1775
 HX1775                          STATION RECOVERY (1973)
 HX1775
 HX1775'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (LGS)
 HX1775'LEFT RECOVERED GOOD-RECOVERED AS DESCRIBED.
 HX1775'
 HX1775'LEFT AZIMUTH MARK DISTURBED BY ROAD GRADER-LEANING.
 HX1775'
 HX1775'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MI. SOUTH OF WALTON.
 HX1775
 HX1775                          STATION RECOVERY (1978)
 HX1775
 HX1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HX1775'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND
 HX1775'IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK WAS
 HX1775'FOUND TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  THE AZIMUTH
 HX1775'MARK DISK WAS SALVAGED.
 HX1775'
 HX1775'THERE IS NO SUITABLE LOCATION TO SET A NEW AZIMUTH MARK WHICH WOULD
 HX1775'BE VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1776 ***********************************************************************
 HX1776  DESIGNATION -  LEFT RM 2
 HX1776  PID         -  HX1776
 HX1776  STATE/COUNTY-  WV/ROANE
 HX1776  USGS QUAD   -  KETTLE (1975)
 HX1776
 HX1776                         *CURRENT SURVEY CONTROL
 HX1776  ___________________________________________________________________
 HX1776* NAD 83(1986)-  38 36 02.     (N)    081 23 28.     (W)     SCALED    
 HX1776* NAVD 88     -       339.576  (meters)    1114.09   (feet)  ADJUSTED  
 HX1776  ___________________________________________________________________
 HX1776  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HX1776  DYNAMIC HT  -         339.339 (meters)    1113.31  (feet)  COMP
 HX1776  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 HX1776
 HX1776  VERT ORDER  -  SECOND    CLASS 0
 HX1776
 HX1776.The horizontal coordinates were scaled from a topographic map and have
 HX1776.an estimated accuracy of +/- 6 seconds.
 HX1776
 HX1776.The orthometric height was determined by differential leveling
 HX1776.and adjusted by the National Geodetic Survey in June 1991..
 HX1776
 HX1776.The geoid height was determined by GEOID03.
 HX1776
 HX1776.The dynamic height is computed by dividing the NAVD 88
 HX1776.geopotential number by the normal gravity value computed on the
 HX1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1776.degrees latitude (g = 980.6199 gals.).
 HX1776
 HX1776.The modeled gravity was interpolated from observed gravity values.
 HX1776
 HX1776;                    North         East    Units  Estimated Accuracy
 HX1776;SPC WV S     -   177,720.      565,930.      MT  (+/- 180 meters Scaled)
 HX1776
 HX1776                          SUPERSEDED SURVEY CONTROL
 HX1776
 HX1776  NGVD 29 (??/??/92)  339.739  (m)         1114.63   (f) ADJ UNCH    2 0
 HX1776
 HX1776.Superseded values are not recommended for survey control.
 HX1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1776.See file dsdata.txt to determine how the superseded data were derived.
 HX1776
 HX1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC659725(NAD 83)
 HX1776_MARKER: DR = REFERENCE MARK DISK
 HX1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1776_STAMPING: LEFT NO 2 1944
 HX1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1776+STABILITY: SURFACE MOTION
 HX1776
 HX1776  HISTORY     - Date     Condition        Report By
 HX1776  HISTORY     - 1944     MONUMENTED       CGS
 HX1776  HISTORY     - 1956     GOOD             NGS
 HX1776
 HX1776                          STATION DESCRIPTION
 HX1776
 HX1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1776'AT MT WELCOME.
 HX1776'AT MT. WELCOME, AT MT. WELCOME UNION CHURCH, 57 FEET NORTHWEST OF
 HX1776'NORTHWEST CORNER OF CHURCH BUILDING, 87 1/2 FEET WEST-NORTHWEST OF
 HX1776'STATION MARK, 97 1/2 FEET WEST OF RM NO. 1 AND SET IN THE TOP OF A
 HX1776'CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2838 ***********************************************************************
 HX2838  DESIGNATION -  LEONARD
 HX2838  PID         -  HX2838
 HX2838  STATE/COUNTY-  WV/UPSHUR
 HX2838  USGS QUAD   -  BUCKHANNON (1989)
 HX2838
 HX2838                         *CURRENT SURVEY CONTROL
 HX2838  ___________________________________________________________________
 HX2838* NAD 83(1995)-  38 58 57.14408(N)    080 14 50.08200(W)     ADJUSTED  
 HX2838* NAVD 88     -       535.     (meters)    1755.     (feet)  SCALED    
 HX2838  ___________________________________________________________________
 HX2838  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 HX2838  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HX2838
 HX2838  HORZ ORDER  -  SECOND
 HX2838
 HX2838.The horizontal coordinates were established by classical geodetic methods
 HX2838.and adjusted by the National Geodetic Survey in April 1998..
 HX2838
 HX2838.The orthometric height was scaled from a topographic map.
 HX2838
 HX2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2838
 HX2838.The geoid height was determined by GEOID03.
 HX2838
 HX2838;                    North         East     Units Scale Factor Converg.
 HX2838;SPC WV S     -   220,315.355   665,225.242   MT  1.00002265   +0 27 55.3
 HX2838;UTM  17      - 4,315,108.474   565,198.788   MT  0.99965234   +0 28 24.8
 HX2838
 HX2838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2838!SPC WV S     -   0.99992110  x   1.00002265  =   0.99994375
 HX2838!UTM  17      -   0.99992110  x   0.99965234  =   0.99957347
 HX2838
 HX2838:                Primary Azimuth Mark                     Grid Az
 HX2838:SPC WV S     -  MARTIN                                   025 22 53.0
 HX2838:UTM  17      -  MARTIN                                   025 22 23.5
 HX2838
 HX2838|---------------------------------------------------------------------|
 HX2838| PID    Reference Object                     Distance      Geod. Az  |
 HX2838|                                                           dddmmss.s |
 HX2838| JX1907 MARTIN                              APPROX. 3.7 KM 0255048.3 |
 HX2838| HX2840 BUCKHANNON CO COURTHOUSE DOME       APPROX. 1.8 KM 0480944.3 |
 HX2838| HX2841 BUCKHANNON MAIN ST SCH TWR          APPROX. 2.2 KM 0541347.8 |
 HX2838| HX2842 BUCKHANNON FIRST METH PROT CH       APPROX. 2.0 KM 0601715.8 |
 HX2838| HX2843 BUCKHANNON SNODGRASS HS CUPOLA      APPROX. 2.0 KM 0764440.8 |
 HX2838| HW3598 AIRWAY BEACON 25                    APPROX.30.4 KM 1134110.9 |
 HX2838| DC4529 LEONARD RM 1                         12.583 METERS 12508     |
 HX2838| HX2865 AIRWAY BEACON 23                    APPROX.22.7 KM 1812359.5 |
 HX2838| DC4530 LEONARD RM 2                         14.271 METERS 21439     |
 HX2838|---------------------------------------------------------------------|
 HX2838
 HX2838                          SUPERSEDED SURVEY CONTROL
 HX2838
 HX2838  NAD 83(1986)-  38 58 57.14928(N)    080 14 50.09307(W) AD(       ) 2
 HX2838  NAD 27      -  38 58 56.79510(N)    080 14 50.79300(W) AD(       ) 2
 HX2838
 HX2838.Superseded values are not recommended for survey control.
 HX2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2838.See file dsdata.txt to determine how the superseded data were derived.
 HX2838
 HX2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6519915108(NAD 83)
 HX2838_MARKER: DD = SURVEY DISK
 HX2838_SETTING: 0 = UNSPECIFIED SETTING
 HX2838
 HX2838  HISTORY     - Date     Condition        Report By
 HX2838  HISTORY     - 1941     MONUMENTED       USGS
 HX2838
 HX2838                          STATION DESCRIPTION
 HX2838
 HX2838'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 HX2838'THE STATION IS ABOUT A MILE W OF BUCKHANNON ON TOP OF A WOODED RIDGE
 HX2838'WHICH IS THE
 HX2838'HIGHEST POINT IN THE VICINITY.  IT IS ABOUT 40 YARDS
 HX2838'WSW OF THE SUMMIT OF A NW-SE
 HX2838'FENCE LINE, 9 FEET N OF A 10-INCH
 HX2838'OAK BEARING A TRIANGLE BLAZE, PROJECTS ABOUT 1
 HX2838'1/2 FEET, AND IS
 HX2838'MARKED BY AN UNSTAMPED U.S. GEOLOGICAL SURVEY COMBINATION
 HX2838'TRIANGULATION STATION AND BENCH MARK DISK.
 HX2838'
 HX2838'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 HX2838'HOLES IN BOULDERS.
 HX2838'
 HX2838'REFERENCE MARK NO. 1 IS ON THE S SIDE OF THE RIDGE ABOUT 10
 HX2838'FEET BELOW THE
 HX2838'STATION, PROJECTS ABOUT 2 FEET AND IS STAMPED
 HX2838'LEONARD 1941 NO. 1.
 HX2838'
 HX2838'REFERENCE MARK NO. 2 IS 4 FEET NNW OF A 16-INCH OAK, PROJECTS
 HX2838'ABOUT 3 INCHES,
 HX2838'AND IS STAMPED LEONARD 1941 NO. 2.
 HX2838'
 HX2838'TRIANGULATION STATIONS GOINOUR AND MARTIN ARE CLOSE AND MAY
 HX2838'BE SEEN FROM THE
 HX2838'GROUND WITH ABOUT THE SAME CLEARING AS WOULD BE
 HX2838'NECESSARY FOR ANY OTHER AZIMUTH MARK.
 HX2838'
 HX2838'TO REACH FROM THE COURTHOUSE IN BUCKHANNON, GO SOUTHERLY ON
 HX2838'STATE HIGHWAY 20
 HX2838'FOR 1.1 MILES AND TURN RIGHT ONTO A DIRT ROAD,
 HX2838'THENCE WESTERLY 0.5 MILE TO A GATE
 HX2838'ABOUT 100 YARDS SW OF A HOUSE.
 HX2838'PASS THROUGH THIS GATE INTO A LARGE HILLY PASTURE AND
 HX2838'MEANDER
 HX2838'GENERALLY NORTHWESTERLY 1.0 MILE TO THE EDGE OF THE WOODS AT A
 HX2838'FENCE CORNER AND
 HX2838'THE END OF TRUCK TRAVEL.  CLIMB AFOOT NORTHWESTERLY
 HX2838'TO THE HIGHEST POINT OF THE RIDGE
 HX2838'AND THE STATION.  THE
 HX2838'CLIMB REQUIRED 10 MINUTES WITH PACKS.
 HX2838'
 HX2838'A 64-FOOT TOWER IS REQUIRED TO CLEAR LOCAL TREES.  ALL LINES
 HX2838'OBSERVED WERE SEEN
 HX2838'FROM A 64-FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1954 ***********************************************************************
 JX1954  DESIGNATION -  LEOPOLD
 JX1954  PID         -  JX1954
 JX1954  STATE/COUNTY-  WV/DODDRIDGE
 JX1954  USGS QUAD   -  AUBURN (1964)
 JX1954
 JX1954                         *CURRENT SURVEY CONTROL
 JX1954  ___________________________________________________________________
 JX1954* NAD 83(1995)-  39 07 07.26085(N)    080 45 12.74958(W)     ADJUSTED  
 JX1954* NAVD 88     -       389.6    (meters)    1278.     (feet)  VERTCON   
 JX1954  ___________________________________________________________________
 JX1954  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 JX1954  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JX1954
 JX1954  HORZ ORDER  -  THIRD
 JX1954
 JX1954.The horizontal coordinates were established by classical geodetic methods
 JX1954.and adjusted by the National Geodetic Survey in April 1998..
 JX1954
 JX1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1954
 JX1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1954
 JX1954.The geoid height was determined by GEOID03.
 JX1954
 JX1954;                    North         East     Units Scale Factor Converg.
 JX1954;SPC WV N     -    69,440.693   491,597.568   MT  0.99997968   -0 47 58.1
 JX1954;SPC WV S     -   235,193.598   621,315.321   MT  1.00005864   +0 09 08.5
 JX1954;UTM  17      - 4,329,976.072   521,305.584   MT  0.99960559   +0 09 19.8
 JX1954
 JX1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1954!SPC WV N     -   0.99994404  x   0.99997968  =   0.99992372
 JX1954!SPC WV S     -   0.99994404  x   1.00005864  =   1.00000268
 JX1954!UTM  17      -   0.99994404  x   0.99960559  =   0.99954965
 JX1954
 JX1954|---------------------------------------------------------------------|
 JX1954| PID    Reference Object                     Distance      Geod. Az  |
 JX1954|                                                           dddmmss.s |
 JX1954| CX4023 LEOPOLD RM 1                         22.116 METERS 02515     |
 JX1954| CX4024 LEOPOLD RM 2                         22.166 METERS 24353     |
 JX1954| CX4022 LEOPOLD AZ MK                                      2712309.7 |
 JX1954|---------------------------------------------------------------------|
 JX1954
 JX1954                          SUPERSEDED SURVEY CONTROL
 JX1954
 JX1954  NAD 83(1986)-  39 07 07.26590(N)    080 45 12.75847(W) AD(       ) 3
 JX1954  NAD 27      -  39 07 06.95490(N)    080 45 13.39340(W) AD(       ) 3
 JX1954  NGVD 29 (07/19/86)  389.8    (m)         1279.     (f) VERT ANG       
 JX1954
 JX1954.Superseded values are not recommended for survey control.
 JX1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1954.See file dsdata.txt to determine how the superseded data were derived.
 JX1954
 JX1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2130629976(NAD 83)
 JX1954_MARKER: DS = TRIANGULATION STATION DISK
 JX1954_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JX1954_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JX1954
 JX1954  HISTORY     - Date     Condition        Report By
 JX1954  HISTORY     - 1956     MONUMENTED       CGS
 JX1954
 JX1954                          STATION DESCRIPTION
 JX1954
 JX1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 JX1954'STATION IS LOCATED ABOUT 7 MILES NORTH OF TROY AND ABOUT 3/4 MILE
 JX1954'SOUTHWEST OF THE LEOPOLD POST
 JX1954'OFFICE ON A HIGH KNOB OF A NORTH-SOUTH RIDGE BETWEEN COVE CREEK AND
 JX1954'RUSH RUN.  STATION IS 5 FEET
 JX1954'NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS ABOUT 10 INCHES
 JX1954'AND THE DISK IS STAMPED LEOPOLD 1956.
 JX1954'
 JX1954'REFERENCE MARK NO. 1 IS AT THE NORTH END OF A CLEARED LINE.  THE MARK
 JX1954'PROJECTS ABOUT 1 FOOT AND
 JX1954'THE DISK IS STAMPED LEOPOLD NO 1 1956.
 JX1954'
 JX1954'REFERENCE MARK NO. 2 IS IN OLD FENCELINE AND ALONG THE NORTHWEST EDGE
 JX1954'OF CLEARED ROAD.  THE MARK
 JX1954'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED LEOPOLD NO 2 1956.
 JX1954'
 JX1954'AZIMUTH MARK IS IN FARMYARD AND 1 FOOT SOUTHEAST OF THE SOUTHEAST
 JX1954'CORNER OF SMALL CORNCRIB.  THE
 JX1954'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LEOPOLD 1956.
 JX1954'
 JX1954'TO REACH FROM THE POST OFFICE IN TROY GO NORTHEAST ON STATE ROUTE 47
 JX1954'FOR 0.55 MILE TO THE JUNCTION
 JX1954'OF STATE ROUTE 18.  CONTINUE STRAIGHT AHEAD ON STATE ROUTE 18 FOR 5.2
 JX1954'MILES TO STORE ON LEFT.  CONTINUE
 JX1954'ON HIGHWAY FOR 0.5 MILE TO SIDE ROAD LEFT.  TURN LEFT
 JX1954'AND FOLLOW MAIN GRADED ROAD NORTHERLY FOR 2.4 MILES
 JX1954'TO THE HOME OF MR. ANDY HURST ON
 JX1954'LEFT AND AZIMUTH MARK BY CORN CRIB AS DESCRIBED.  CONTINUE ON ROAD
 JX1954'FOR 0.05 MILE TO GATE AND FIELD
 JX1954'ROAD ON RIGHT.  TURN RIGHT ON FIELD ROAD AND GO UP HILL FOR 0.3 MILE
 JX1954'TO OIL DERRICK ON RIGHT.  CONTINUE
 JX1954'FOR 0.1 MILE TO THE TOP OF HILL.  BEAR LEFT AND FOLLOW
 JX1954'DIM ROAD ALONG RIDGE FOR 0.15 MILE TO THE HIGHEST
 JX1954'POINT AND STATION AS DESCRIBED.
 JX1954'
 JX1954'A FOUR WHEEL DRIVE VEHICLE NECESSARY TO DRIVE FROM AZIMUTH MARK TO
 JX1954'STATION.
 JX1954'
 JX1954'AZIMUTH MARK IS NOT V.G.
 JX1954'
 JX1954'HEIGHT OF LIGHT ABOVE STATION MARK 25.91 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3340 ***********************************************************************
 GX3340  DESIGNATION -  LERONA
 GX3340  PID         -  GX3340
 GX3340  STATE/COUNTY-  WV/MERCER
 GX3340  USGS QUAD   -  LERONA (1976)
 GX3340
 GX3340                         *CURRENT SURVEY CONTROL
 GX3340  ___________________________________________________________________
 GX3340* NAD 83(1995)-  37 29 17.57840(N)    080 59 19.50018(W)     ADJUSTED  
 GX3340* NAVD 88     -       798.     (meters)    2618.     (feet)  SCALED    
 GX3340  ___________________________________________________________________
 GX3340  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 GX3340  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX3340
 GX3340  HORZ ORDER  -  THIRD
 GX3340
 GX3340.The horizontal coordinates were established by classical geodetic methods
 GX3340.and adjusted by the National Geodetic Survey in April 1998..
 GX3340
 GX3340.The orthometric height was scaled from a topographic map.
 GX3340
 GX3340.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3340
 GX3340.The geoid height was determined by GEOID03.
 GX3340
 GX3340;                    North         East     Units Scale Factor Converg.
 GX3340;SPC WV S     -    54,186.753   600,994.937   MT  0.99999897   +0 00 25.0
 GX3340;UTM  17      - 4,149,034.079   500,994.540   MT  0.99960001   +0 00 24.6
 GX3340
 GX3340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3340!SPC WV S     -   0.99987969  x   0.99999897  =   0.99987866
 GX3340!UTM  17      -   0.99987969  x   0.99960001  =   0.99947975
 GX3340
 GX3340:                Primary Azimuth Mark                     Grid Az
 GX3340:SPC WV S     -  LERONA AZ MK                             047 18 44.8
 GX3340:UTM  17      -  LERONA AZ MK                             047 18 45.2
 GX3340
 GX3340|---------------------------------------------------------------------|
 GX3340| PID    Reference Object                     Distance      Geod. Az  |
 GX3340|                                                           dddmmss.s |
 GX3340| DC4531 LERONA AZ MK                                       0471909.8 |
 GX3340| DC4532 LERONA RM 1                          19.825 METERS 07956     |
 GX3340| DC4533 LERONA RM 2                          21.269 METERS 34218     |
 GX3340|---------------------------------------------------------------------|
 GX3340
 GX3340                          SUPERSEDED SURVEY CONTROL
 GX3340
 GX3340  NAD 83(1995)-  37 29 17.58200(N)    080 59 19.50299(W) AD(       ) 3
 GX3340  NAD 83(1995)-  37 29 17.58272(N)    080 59 19.50234(W) AD(       ) 3
 GX3340  NAD 83(1986)-  37 29 17.58351(N)    080 59 19.50415(W) AD(       ) 3
 GX3340  NAD 27      -  37 29 17.15323(N)    080 59 20.18754(W) AD(       ) 3
 GX3340
 GX3340.Superseded values are not recommended for survey control.
 GX3340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3340.See file dsdata.txt to determine how the superseded data were derived.
 GX3340
 GX3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB0099549034(NAD 83)
 GX3340_MARKER: DS = TRIANGULATION STATION DISK
 GX3340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3340
 GX3340  HISTORY     - Date     Condition        Report By
 GX3340  HISTORY     - 1952     MONUMENTED       CGS
 GX3340  HISTORY     - 1966     MARK NOT FOUND   USGS
 GX3340
 GX3340                          STATION DESCRIPTION
 GX3340
 GX3340'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3340'STATION IS LOCATED ABOUT 5 MILES NORTH OF ATHENS AND 1 MILE SOUTHEAST
 GX3340'OF THE SMALL VILLAGE OF LERONA IN THE Y FORMED BY THE JUNCTION OF A
 GX3340'GRAVEL ROAD WITH STATE HIGHWAY 20.  IT IS 37 FEET SOUTH OF THE CENTER
 GX3340'OF STATE HIGHWAY 20, 21 FEET NORTH OF THE CENTER OF GRAVEL ROAD
 GX3340'AND 7-1/2 FEET SOUTHWEST OF A FENCE LINE AND WHITE WITNESS POST.  THE
 GX3340'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LERONA 1952.
 GX3340'
 GX3340'REFERENCE MARK NO. 1 IS SET IN THE FIELD 18 FEET NORTH OF THE CENTER
 GX3340'OF GRAVEL ROAD AND 1 FOOT NORTH OF FENCE LINE.  THE MARK PROJECTS
 GX3340'ABOUT 4 INCHES AND THE DISK IS STAMPED LERONA NO 1 1952.
 GX3340'
 GX3340'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 GX3340'20 AND 1 FOOT SOUTH OF FENCE LINE.  THE MARK PROJECTS ABOUT 6
 GX3340'INCHES AND THE DISK IS STAMPED LERONA NO 2 1952.
 GX3340'
 GX3340'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 20,
 GX3340'6 FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF FENCE
 GX3340'LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 GX3340'LERONA 1952.
 GX3340'
 GX3340'TO REACH THE STATION FROM THE BANK OF ATHENS IN ATHENS, GO NORTHEAST
 GX3340'ON STATE HIGHWAY 20 FOR 5.7 MILES TO ROAD FORKS ON THE RIGHT AND
 GX3340'STATION ON THE RIGHT ON BANK AS DESCRIBED, CONTINUE NORTHEAST ON
 GX3340'HIGHWAY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT ON TOP OF HIGH
 GX3340'BANK AS DESCRIBED.
 GX3340'
 GX3340'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GX3340
 GX3340                          STATION RECOVERY (1966)
 GX3340
 GX3340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GX3340'STATION DESTROYED BY ROAD CONSTRUCTION.
 GX3340'
 GX3340'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 5 MILES N OF
 GX3340'ATHENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2610 ***********************************************************************
 HX2610  DESIGNATION -  LETART
 HX2610  PID         -  HX2610
 HX2610  STATE/COUNTY-  WV/MASON
 HX2610  USGS QUAD   -  NEW HAVEN (1994)
 HX2610
 HX2610                         *CURRENT SURVEY CONTROL
 HX2610  ___________________________________________________________________
 HX2610* NAD 83(1986)-  38 53 41.     (N)    081 56 00.     (W)     SCALED    
 HX2610* NAVD 88     -       176.030  (meters)     577.53   (feet)  ADJUSTED  
 HX2610  ___________________________________________________________________
 HX2610  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HX2610  DYNAMIC HT  -         175.918 (meters)     577.16  (feet)  COMP
 HX2610  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 HX2610
 HX2610  VERT ORDER  -  FIRST     CLASS II
 HX2610
 HX2610.The horizontal coordinates were scaled from a topographic map and have
 HX2610.an estimated accuracy of +/- 6 seconds.
 HX2610
 HX2610.The orthometric height was determined by differential leveling
 HX2610.and adjusted by the National Geodetic Survey in June 1991..
 HX2610
 HX2610.The geoid height was determined by GEOID03.
 HX2610
 HX2610.The dynamic height is computed by dividing the NAVD 88
 HX2610.geopotential number by the normal gravity value computed on the
 HX2610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2610.degrees latitude (g = 980.6199 gals.).
 HX2610
 HX2610.The modeled gravity was interpolated from observed gravity values.
 HX2610
 HX2610;                    North         East    Units  Estimated Accuracy
 HX2610;SPC WV S     -   210,710.      519,030.      MT  (+/- 180 meters Scaled)
 HX2610
 HX2610                          SUPERSEDED SURVEY CONTROL
 HX2610
 HX2610  NGVD 29 (??/??/92)  176.219  (m)          578.15   (f) ADJ UNCH    1 2
 HX2610
 HX2610.Superseded values are not recommended for survey control.
 HX2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2610.See file dsdata.txt to determine how the superseded data were derived.
 HX2610
 HX2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD190055(NAD 83)
 HX2610_MARKER: DB = BENCH MARK DISK
 HX2610_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX2610_STAMPING: LETART 1933
 HX2610_MARK LOGO: CGS   
 HX2610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2610+STABILITY: SURFACE MOTION
 HX2610
 HX2610  HISTORY     - Date     Condition        Report By
 HX2610  HISTORY     - 1933     MONUMENTED       CGS
 HX2610  HISTORY     - 1943     GOOD             NGS
 HX2610  HISTORY     - 1976     GOOD             NGS
 HX2610  HISTORY     - 1984     GOOD             NGS
 HX2610
 HX2610                          STATION DESCRIPTION
 HX2610
 HX2610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HX2610'0.2 MI N FROM LETART.
 HX2610'ABOUT 1/4 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2610'THE STATION AT LETART, 100 FEET SOUTH ACROSS THE TRACK FROM
 HX2610'POLE 144+20, AT THE CROSSING OF A GRAVEL ROAD, 23 FEET WEST OF
 HX2610'THE CENTERLINE OF THE TRACK, 15.4 FEET NORTH OF THE CENTERLINE OF
 HX2610'THE GRAVEL ROAD, AT A 2-FOOT CONCRETE-PIPE CULVERT UNDER U.S.
 HX2610'HIGHWAY 33, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 HX2610'HEADWALL, 20 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 HX2610'ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HX2610'LETART 1933.
 HX2610
 HX2610                          STATION RECOVERY (1976)
 HX2610
 HX2610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2610'RECOVERED IN GOOD CONDITION.
 HX2610
 HX2610                          STATION RECOVERY (1984)
 HX2610
 HX2610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2610'RECOVERED IN GOOD CONDITION, THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 HX2610'THE MILEAGE TO REACH IS INADEQUATE AS THE RAILROAD STATION IN LETART
 HX2610'HAS BEEN RAZED, CHANGE TO, IN LETART, DIRECTLY ACROSS U.S. HIGHWAY 33
 HX2610'FROM THE JUNCTION OF SANDHILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1906 ***********************************************************************
 JX1906  DESIGNATION -  LETZ
 JX1906  PID         -  JX1906
 JX1906  STATE/COUNTY-  WV/BARBOUR
 JX1906  USGS QUAD   -  CENTURY (1976)
 JX1906
 JX1906                         *CURRENT SURVEY CONTROL
 JX1906  ___________________________________________________________________
 JX1906* NAD 83(1995)-  39 07 02.12593(N)    080 08 12.80164(W)     ADJUSTED  
 JX1906* NAVD 88     -       564.8    (meters)    1853.     (feet)  VERTCON   
 JX1906  ___________________________________________________________________
 JX1906  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 JX1906  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JX1906
 JX1906  HORZ ORDER  -  FIRST
 JX1906
 JX1906.The horizontal coordinates were established by classical geodetic methods
 JX1906.and adjusted by the National Geodetic Survey in April 1998..
 JX1906
 JX1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1906
 JX1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1906
 JX1906.The geoid height was determined by GEOID03.
 JX1906
 JX1906;                    North         East     Units Scale Factor Converg.
 JX1906;SPC WV N     -    68,721.274   544,921.313   MT  0.99997990   -0 24 22.3
 JX1906;SPC WV S     -   235,354.481   674,647.876   MT  1.00005823   +0 32 00.9
 JX1906;UTM  17      - 4,330,143.463   574,615.333   MT  0.99966855   +0 32 40.5
 JX1906
 JX1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1906!SPC WV N     -   0.99991641  x   0.99997990  =   0.99989631
 JX1906!SPC WV S     -   0.99991641  x   1.00005823  =   0.99997463
 JX1906!UTM  17      -   0.99991641  x   0.99966855  =   0.99958498
 JX1906
 JX1906|---------------------------------------------------------------------|
 JX1906| PID    Reference Object                     Distance      Geod. Az  |
 JX1906|                                                           dddmmss.s |
 JX1906| CX4026 LETZ RM 1                            20.983 METERS 11802     |
 JX1906| CX4025 LETZ AZ MK                                         1424845.6 |
 JX1906| CX4027 LETZ RM 2                            22.913 METERS 24250     |
 JX1906|---------------------------------------------------------------------|
 JX1906
 JX1906                          SUPERSEDED SURVEY CONTROL
 JX1906
 JX1906  NAD 83(1986)-  39 07 02.13068(N)    080 08 12.81391(W) AD(       ) 1
 JX1906  NAD 27      -  39 07 01.78010(N)    080 08 13.51440(W) AD(       ) 1
 JX1906  NGVD 29 (07/19/86)  565.0    (m)         1854.     (f) VERT ANG       
 JX1906
 JX1906.Superseded values are not recommended for survey control.
 JX1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1906.See file dsdata.txt to determine how the superseded data were derived.
 JX1906
 JX1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7461530143(NAD 83)
 JX1906_MARKER: DS = TRIANGULATION STATION DISK
 JX1906_SETTING: 80 = SET IN A BOULDER
 JX1906_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JX1906
 JX1906  HISTORY     - Date     Condition        Report By
 JX1906  HISTORY     - 1941     MONUMENTED       CGS
 JX1906  HISTORY     - 1956     GOOD             CGS
 JX1906
 JX1906                          STATION DESCRIPTION
 JX1906
 JX1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1906'STATION IS LOCATED ABOUT 8 MILES SW OF THE TOWN OF PHILIPPI, 2-1/2
 JX1906'MILES N OF THE VILLAGE OF
 JX1906'VOLGA, ON A HIGH KNOB WITH TIMBER ON THE N AND W SLOPES
 JX1906'AND ON LAND OWNED BY LETZ
 JX1906'BURNER WHO LIVES 0.5 MILE N OF THE STATION
 JX1906'BY THE INDIAN FORK SCHOOL.  IT IS AT THE
 JX1906'HIGHEST POINT OF THE
 JX1906'HILL, SET FLUSH IN THE FLAT TOP OF A BOULDER (TRIANGULAR
 JX1906'SHAPED), 1 BY
 JX1906'2 FEET IN AREA PROJECTING 6 INCHES AND IS STAMPED LETZ 1941.
 JX1906'
 JX1906'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JX1906'DISKS WEDGED IN
 JX1906'DRILL HOLES IN BOULDERS.
 JX1906'
 JX1906'REFERENCE MARK NO. 1 IS SET FLUSH IN THE TOP OF A BOULDER 1
 JX1906'BY 3 FEET IN AREA,
 JX1906'PROJECTING 2 FEET, SLOPING TO THE S AND ON THE
 JX1906'SE SLOPE OF THE HILL.  IT IS STAMPED
 JX1906'LETZ NO. 1 1941.
 JX1906'
 JX1906'REFERENCE MARK NO. 2 IS SET FLUSH IN THE TOP OF A TRIANGULAR
 JX1906'SHAPED BOULDER 1
 JX1906'BY 2 FEET IN AREA AND PROJECTING 1 FOOT.  IT IS
 JX1906'STAMPED LETZ NO. 2 1941.
 JX1906'
 JX1906'THE AZIMUTH MARK IS SET FLUSH IN THE TOP OF A LONE BOULDER
 JX1906'IN A SMALL ORCHARD
 JX1906'ON THE N SIDE OF MR. SANDUSKYS HOUSE (THE ROAD
 JX1906'LEADING TO THE STATION PASSES THROUGH
 JX1906'THE SANDUSKY FARM AND ALONG
 JX1906'THE E SIDE OF THE HOUSE).  THE BOULDER IS ABOUT 6 BY 8
 JX1906'FEET IN AREA AND
 JX1906'PROJECTS 3 FEET AND IS 40 FEET W OF A GARAGE.  IT IS STAMPED
 JX1906'LETZ 1941.
 JX1906'
 JX1906'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 119
 JX1906'AND 250 ON THE W
 JX1906'SIDE OF PHILLIPPI, GO SOUTHWESTERLY ON U.S. HIGHWAY
 JX1906'119 FOR 8.3 MILES TO A DIRT SIDE
 JX1906'ROAD SHARP RIGHT AND DOWN HILL,
 JX1906'TURN RIGHT AND FOLLOW THIS ROAD FOR 1.7 MILES TO A
 JX1906'FORKS, TAKE THE
 JX1906'LEFT FORK AND GO 0.3 MILE TO THE SANDUSKY FARMHOUSE, CONTINUE FOR
 JX1906'0.3 MILE TO THE
 JX1906'BASE OF THE HILL AND THE END OF TRUCK TRAVEL.  FROM
 JX1906'HERE PROCEED ON FOOT UP HILL,
 JX1906'NORTHERLY, FOR 0.25 MILE TO THE
 JX1906'HIGHEST POINT AND THE STATION.
 JX1906'
 JX1906'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JX1906
 JX1906                          STATION RECOVERY (1956)
 JX1906
 JX1906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JX1906'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JX1906'GOOD CONDITION.  A COMPLETE
 JX1906'DESCRIPTION FOLLOWS.
 JX1906'
 JX1906'THE STATION IS LOCATED AIRLINE, ABOUT 8 MILES SOUTHWEST OF PHILLIPPI,
 JX1906'ABOUT 12-1/2 MILES NORTHWEST OF
 JX1906'BELINGTON AND ABOUT 2-1/2 MILES NORTH OF VOLGA ON THE HIGHEST POINT
 JX1906'OF A HIGH HILL WHICH HAS TIMBER ON
 JX1906'THE NORTHWEST PART OF THE TOP AND IS GRASSY ON THE
 JX1906'SOUTHEAST PART OF THE HILL.
 JX1906'
 JX1906'THE STATION IS A STANDARD DISK STAMPED LETZ 1941 SET IN A DRILL HOLE
 JX1906'IN A MEDIUM SIZED BOULDER
 JX1906'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 120 FEET
 JX1906'SOUTHEAST OF THE SOUTHEAST EDGE OF THE TIMBER.
 JX1906'
 JX1906'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LETZ NO 1 1941
 JX1906'SET IN A DRILL HOLE IN A LARGE
 JX1906'BOULDER WHICH PROJECTS ABOUT 18 INCHES ABOVE THE GROUND AND IS ABOUT
 JX1906'4 FEET LOWER THAN THE STATION.
 JX1906'
 JX1906'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LETZ NO 2 1941
 JX1906'SET IN A DRILL HOLE IN A LARGE
 JX1906'BOULDER WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 1
 JX1906'FOOT LOWER THAN THE STATION.
 JX1906'
 JX1906'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LETZ 1941 SET IN A DRILL
 JX1906'HOLE IN A VERY LARGE
 JX1906'BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND.  IT IS ABOUT
 JX1906'200 FEET NORTH OF THE NORTH SIDE OF
 JX1906'THE FARM HOME OF MR. SANDUSKY, 40 FEET WEST OF THE GARAGE
 JX1906'AND ABOUT 100 FEET WEST OF THE CENTER LINE OF
 JX1906'THE DIRT ROAD.
 JX1906'
 JX1906'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 119 AND 250 IN
 JX1906'THE WEST EDGE OF PHILLIPI, GO
 JX1906'SOUTHWESTERLY ON US HIGHWAY 119 FOR 8.3 MILES, TURN SHARP RIGHT OFF
 JX1906'THE HIGHWAY AND FOLLOW A DIRT SIDE
 JX1906'ROAD NORTHERLY FOR 1.7 MILES, TAKE THE LEFT FORK AND GO
 JX1906'NORTHWEST AND NORTHERLY FOR 0.3 MILE TO THE FARM
 JX1906'HOME OF MR. SANDUSKY ON THE LEFT AND
 JX1906'THE AZIMUTH MARK, CONTINUE STRAIGHT AHEAD ON THE DIRT ROAD FOR 0.3
 JX1906'MILE TO THE BASE OF THE STATION
 JX1906'HILL AND THE END OF TRUCK TRAVEL.  PACK NORTHERLY FOR ABOUT 0.3 MILE
 JX1906'TO THE HIGHEST POINT OF THE HILL AND
 JX1906'THE STATION.  PACKING TIME IS ABOUT 15 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2215 ***********************************************************************
 HY2215  DESIGNATION -  LEVEL
 HY2215  PID         -  HY2215
 HY2215  STATE/COUNTY-  WV/CABELL
 HY2215  USGS QUAD   -  GLENWOOD (1990)
 HY2215
 HY2215                         *CURRENT SURVEY CONTROL
 HY2215  ___________________________________________________________________
 HY2215* NAD 83(1995)-  38 30 35.21128(N)    082 13 11.37300(W)     ADJUSTED  
 HY2215* NAVD 88     -       303.88   (+/-2cm)     997.0    (feet)  VERTCON   
 HY2215  ___________________________________________________________________
 HY2215  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 HY2215  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY2215
 HY2215  HORZ ORDER  -  THIRD
 HY2215  VERT ORDER  -  THIRD ? (See Below)
 HY2215
 HY2215.The horizontal coordinates were established by classical geodetic methods
 HY2215.and adjusted by the National Geodetic Survey in April 1998..
 HY2215
 HY2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2215.The vertical order pertains to the NGVD 29 superseded value.
 HY2215
 HY2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2215
 HY2215.The geoid height was determined by GEOID03.
 HY2215
 HY2215;                    North         East     Units Scale Factor Converg.
 HY2215;SPC WV S     -   168,270.515   493,614.878   MT  0.99994175   -0 45 14.7
 HY2215;SPC OH S     -    56,631.709   624,438.280   MT  1.00005146   +0 10 40.0
 HY2215;UTM  17      - 4,263,083.713   393,646.343   MT  0.99973929   -0 45 34.5
 HY2215
 HY2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2215!SPC WV S     -   0.99995755  x   0.99994175  =   0.99989930
 HY2215!SPC OH S     -   0.99995755  x   1.00005146  =   1.00000900
 HY2215!UTM  17      -   0.99995755  x   0.99973929  =   0.99969685
 HY2215
 HY2215|---------------------------------------------------------------------|
 HY2215| PID    Reference Object                     Distance      Geod. Az  |
 HY2215|                                                           dddmmss.s |
 HY2215| HY2216 BARKERS RIDGE TV STA WSAZ MAST       54.114 METERS 04754     |
 HY2215| DB9580 LEVEL RM 1                            8.847 METERS 09652     |
 HY2215| HY2273 BARBOURSVILLE ATT MICROWAVE         APPROX. 4.8 KM 2204748.5 |
 HY2215| HY2280 HUNTINGTON TV STATION WHTN TWR      APPROX.22.5 KM 2332359.9 |
 HY2215| DB9579 LEVEL AZ MK                                        2781506.5 |
 HY2215| DB9581 LEVEL RM 2                            8.752 METERS 34417     |
 HY2215|---------------------------------------------------------------------|
 HY2215
 HY2215                          SUPERSEDED SURVEY CONTROL
 HY2215
 HY2215  NAD 83(1995)-  38 30 35.21330(N)    082 13 11.37535(W) AD(       ) 3
 HY2215  NAD 83(1986)-  38 30 35.21775(N)    082 13 11.37687(W) AD(       ) 3
 HY2215  NAD 27      -  38 30 34.91250(N)    082 13 11.85970(W) AD(       ) 3
 HY2215  NGVD 29 (07/19/86)  304.06   (m)          997.6    (f) LEVELING    3  
 HY2215
 HY2215.Superseded values are not recommended for survey control.
 HY2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2215.See file dsdata.txt to determine how the superseded data were derived.
 HY2215
 HY2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9364663084(NAD 83)
 HY2215_MARKER: DS = TRIANGULATION STATION DISK
 HY2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2215
 HY2215  HISTORY     - Date     Condition        Report By
 HY2215  HISTORY     - 1957     MONUMENTED       CGS
 HY2215
 HY2215                          STATION DESCRIPTION
 HY2215
 HY2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2215'THE STATION IS ABOUT 12 MILES NORTHEAST OF HUNTINGTON, 5 MILES EAST
 HY2215'OF THE OHIO RIVER AND 6-1/2 MILES NORTHWEST OF MILTON, IN THE
 HY2215'SOUTHWEST CORNER OF LAWN AT THE WSAZ-TV MAST, AND ON LAND LEASED BY
 HY2215'WSAZ-TV.
 HY2215'
 HY2215'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 2,
 HY2215'(ONE BLOCK SOUTH OF THE OHIO RIVER BRIDGE) IN HUNTINGTON, GO EASTERLY
 HY2215'ON STATE HIGHWAY 2 (3RD. AVENUE) FOR 2.85 MILES TO WHERE HIGHWAY 60
 HY2215'TURNS RIGHT.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 2 AND GO EAST AND
 HY2215'NORTHEASTERLY FOR 6.65 MILES TO CROSSROADS.  TURN RIGHT, AS PER SIGN
 HY2215'BIG 7 MILE ROAD AND GO 1.4 MILES TO A ROAD FORK.  TAKE LEFT FORK, AS
 HY2215'PER SIGN BARKERS RIDGE AND GO 4.55 MILES TO A T ROAD JUNCTION AT
 HY2215'THE M.B. CARSON STORE.  TURN LEFT, GO 0.1 MILE TO A ROAD FORK AND A
 HY2215'DRIVEWAY WHICH LEADS NORTH BETWEEN THE ROAD FORK.  KEEP RIGHT FORK,
 HY2215'GO 0.7 MILE TO TOP OF RIDGE AND WSAZ TV MAST AND STATION ON THE LEFT.
 HY2215'
 HY2215'TO REACH AZIMUTH MARK FROM THE ROAD FORK AND DRIVEWAY, GO NORTH ON
 HY2215'THE DRIVEWAY FOR 0.15 MILE TO GARAGE AND AZIMUTH MARK ON THE LEFT.
 HY2215'
 HY2215'STATION MARKS ARE STANDARD DISKS STAMPED LEVEL 1957.  THE SURFACE
 HY2215'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HY2215'GROUND. IT IS 70 FEET NORTH OF THE CENTER OF SURFACED ROAD, 67 FEET
 HY2215'SOUTHWEST OF THE SOUTHWEST CORNER OF BRICK BUILDING AND 37-1/2 FEET
 HY2215'SOUTH OF THE MOST SOUTHERLY OAK TREE IN LAWN.  THE UNDERGROUND DISK
 HY2215'IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW SURFACE OF
 HY2215'GROUND.
 HY2215'
 HY2215'REFERENCE MARK NO.1, A STANDARD DISK STAMPED LEVEL NO 1 1957, IS SET
 HY2215'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.  IT IS
 HY2215'75 FEET SOUTHWEST OF THE MOST SOUTHERLY SOUTHEAST CORNER OF BRICK
 HY2215'BUILDING AND 49 FEET SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF
 HY2215'BUILDING.
 HY2215'
 HY2215'REFERENCE MARK NO.2, A STANDARD DISK STAMPED LEVEL NO 2 1957, IS SET
 HY2215'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HY2215'IS 83 FEET WEST SOUTHWEST OF THE NORTHWEST CORNER OF BUILDING AND 64
 HY2215'FEET WEST OF THE SOUTHWEST CORNER OF BUILDING.
 HY2215'
 HY2215'AZIMUTH MARK, A STANDARD DISK STAMPED LEVEL 1957, IS SET IN A ROUND
 HY2215'CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.  IT IS 14 FEET
 HY2215'SOUTHWEST OF THE SOUTHWEST CORNER OF GARAGE, 13 FEET NORTH OF THE
 HY2215'CENTER OF DRIVEWAY AND 3 FEET EAST OF A PEACH TREE.
 HY2215'
 HY2215'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2168 ***********************************************************************
 JX2168  DESIGNATION -  LIBBY OWENS FORD GLASS CO STK
 JX2168  PID         -  JX2168
 JX2168  STATE/COUNTY-  WV/WOOD
 JX2168  USGS QUAD   -  PARKERSBURG (1994)
 JX2168
 JX2168                         *CURRENT SURVEY CONTROL
 JX2168  ___________________________________________________________________
 JX2168* NAD 83(1995)-  39 19 34.93247(N)    081 33 10.52107(W)     ADJUSTED  
 JX2168* NAVD 88     -                                                        
 JX2168  ___________________________________________________________________
 JX2168  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 JX2168  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX2168
 JX2168  HORZ ORDER  -  THIRD
 JX2168
 JX2168.The horizontal coordinates were established by classical geodetic methods
 JX2168.and adjusted by the National Geodetic Survey in April 1998..
 JX2168
 JX2168
 JX2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2168
 JX2168.The geoid height was determined by GEOID03.
 JX2168
 JX2168;                    North         East     Units Scale Factor Converg.
 JX2168;SPC WV N     -    93,763.289   423,006.073   MT  0.99995434   -1 18 33.5
 JX2168;SPC OH S     -   147,672.729   681,656.990   MT  0.99993642   +0 36 03.4
 JX2168;UTM  17      - 4,353,140.979   452,342.056   MT  0.99962796   -0 21 01.5
 JX2168
 JX2168                          SUPERSEDED SURVEY CONTROL
 JX2168
 JX2168  NAD 83(1986)-  39 19 34.93609(N)    081 33 10.52748(W) AD(       ) 4
 JX2168  NAD 27      -  39 19 34.66700(N)    081 33 11.07800(W) AD(       ) 3
 JX2168
 JX2168.Superseded values are not recommended for survey control.
 JX2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2168.See file dsdata.txt to determine how the superseded data were derived.
 JX2168
 JX2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5234253141(NAD 83)
 JX2168_MARKER: 63 = STACK
 JX2168
 JX2168  HISTORY     - Date     Condition        Report By
 JX2168  HISTORY     - 1944     FIRST OBSERVED   CGS
 JX2168
 JX2168                          STATION DESCRIPTION
 JX2168
 JX2168'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1321 ***********************************************************************
 JW1321  DESIGNATION -  LIME
 JW1321  PID         -  JW1321
 JW1321  STATE/COUNTY-  WV/TUCKER
 JW1321  USGS QUAD   -  SAINT GEORGE (1995)
 JW1321
 JW1321                         *CURRENT SURVEY CONTROL
 JW1321  ___________________________________________________________________
 JW1321* NAD 83(1995)-  39 13 13.24971(N)    079 42 03.13496(W)     ADJUSTED  
 JW1321* NAVD 88     -       936.     (meters)    3071.     (feet)  SCALED    
 JW1321  ___________________________________________________________________
 JW1321  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 JW1321  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JW1321
 JW1321  HORZ ORDER  -  FIRST
 JW1321
 JW1321.The horizontal coordinates were established by classical geodetic methods
 JW1321.and adjusted by the National Geodetic Survey in April 1998..
 JW1321
 JW1321.The orthometric height was scaled from a topographic map.
 JW1321
 JW1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1321
 JW1321.The geoid height was determined by GEOID03.
 JW1321
 JW1321;                    North         East     Units Scale Factor Converg.
 JW1321;SPC WV N     -    79,990.026   582,653.993   MT  0.99996565   -0 07 41.2
 JW1321;UTM  17      - 4,342,033.197   612,146.073   MT  0.99975485   +0 49 17.5
 JW1321
 JW1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1321!SPC WV N     -   0.99985810  x   0.99996565  =   0.99982375
 JW1321!UTM  17      -   0.99985810  x   0.99975485  =   0.99961298
 JW1321
 JW1321:                Primary Azimuth Mark                     Grid Az
 JW1321:SPC WV N     -  BACKBONE LOOKOUT TOWER                   145 53 40.6
 JW1321:UTM  17      -  BACKBONE LOOKOUT TOWER                   144 56 41.9
 JW1321
 JW1321|---------------------------------------------------------------------|
 JW1321| PID    Reference Object                     Distance      Geod. Az  |
 JW1321|                                                           dddmmss.s |
 JW1321| JW1315 BACKBONE LOOKOUT TOWER              APPROX.15.3 KM 1454559.4 |
 JW1321| CX4030 LIME AZ MK                                         1575152.0 |
 JW1321| CX4031 LIME RM 1                             3.172 METERS 17856     |
 JW1321| HW3598 AIRWAY BEACON 25                    APPROX.43.3 KM 2065510.8 |
 JW1321| CX4032 LIME RM 2                            55.010 METERS 33530     |
 JW1321|---------------------------------------------------------------------|
 JW1321
 JW1321                          SUPERSEDED SURVEY CONTROL
 JW1321
 JW1321  NAD 83(1995)-  39 13 13.25901(N)    079 42 03.14786(W) AD(       ) 1
 JW1321  NAD 83(1986)-  39 13 13.25870(N)    079 42 03.14889(W) AD(       ) 1
 JW1321  NAD 27      -  39 13 12.87230(N)    079 42 03.90560(W) AD(       ) 1
 JW1321
 JW1321.Superseded values are not recommended for survey control.
 JW1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1321.See file dsdata.txt to determine how the superseded data were derived.
 JW1321
 JW1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1214642033(NAD 83)
 JW1321_MARKER: DS = TRIANGULATION STATION DISK
 JW1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1321
 JW1321  HISTORY     - Date     Condition        Report By
 JW1321  HISTORY     - 1941     MONUMENTED       CGS
 JW1321
 JW1321                          STATION DESCRIPTION
 JW1321
 JW1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1321'STATION IS ABOUT 4 MILES N OF THE VILLAGE OF ST. GEORGE IN A HIGH
 JW1321'PASTURE BETWEEN WOODED KNOLLS
 JW1321'ON THE FARM KNOWN AS THE ADAMS PLACE.  IT IS ON THE
 JW1321'SOUTHERLY EDGE OF THE RIDGE TOP
 JW1321'ABOUT 75 YARDS ENE OF THE LOWEST
 JW1321'POINT OF THE SADDLE OF THE RIDGE AND 25 YARDS ENE
 JW1321'OF SMALL TWIN
 JW1321'CEDARS.  IT IS FLUSH WITH THE GROUND AND IS STAMPED LIME 1941.
 JW1321'
 JW1321'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JW1321'DISKS SET IN CONCRETE.
 JW1321'
 JW1321'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A DRILL
 JW1321'HOLE IN A BOULDER.
 JW1321'
 JW1321'REFERENCE MARK NO. 1 PROJECTS ABOUT 3 INCHES AND IS STAMPED
 JW1321'LIME 1941 NO. 1.
 JW1321'
 JW1321'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE IN A
 JW1321'DEPRESSION IN THE
 JW1321'SOUTHERN SIDE OF A LARGE RIDGE-SHAPED BOULDER,
 JW1321'ABOUT 18 INCHES BELOW THE BOULDER
 JW1321'TOP AND 30 INCHES ABOVE GROUND,
 JW1321'AND ABOUT 7 FEET E OF THE W END OF THE BOULDER.  IT
 JW1321'IS STAMPED
 JW1321'LIME 1941 NO. 2.
 JW1321'
 JW1321'AZIMUTH MARK IS AN ESTIMATED 1-1/2 MILES S OF THE STATION AT
 JW1321'MT. PROSPECT
 JW1321'SCHOOL.  IT IS 34 FEET NE OF THE NE CORNER OF THE
 JW1321'SCHOOLHOUSE, PROJECTS ABOUT 6
 JW1321'INCHES, AND IS STAMPED LIME 1941.
 JW1321'
 JW1321'TO REACH FROM THE EASTERLY END OF THE BRIDGE OVER THE CHEAT
 JW1321'RIVER JUST OUTSIDE
 JW1321'THE WESTERLY EDGE OF THE VILLAGE OF ST. GEORGE,
 JW1321'GO EASTERLY ON THE MAIN ROAD 0.2 MILE
 JW1321'AND TURN LEFT ONTO THE LIMESTONE
 JW1321'ROAD, THENCE ALONG THIS MAIN ROAD 4.4 MILES TO MT. PROSPECT
 JW1321'SCHOOL AND THE AZIMUTH MARK ON THE RIGHT, THENCE STRAIGHT AHEAD
 JW1321'1.0 MILE TO THE
 JW1321'ADAMS PLACE AND TURN LEFT THROUGH A GATE, THENCE
 JW1321'WESTERLY ALONG THE NORTHERN SIDE
 JW1321'OF THE FENCE 0.3 MILE TO THE
 JW1321'SUMMIT OF THE FARM ROAD AND THE END OF TRUCK
 JW1321'TRAVEL.  A DIM OLD
 JW1321'WAGON ROAD MEANDERS NORTHERLY ACROSS THE PASTURE AND UP THROUGH
 JW1321'THE WOODS TO
 JW1321'THE PASTURE IN THE SADDLE OF THE RIDGE TOP AND THE STATION.
 JW1321'
 JW1321'A 4-FOOT STAND AND THE CUTTING OF TWO LARGE TREES CLEARED
 JW1321'ALL LINES OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1990 ***********************************************************************
 JX1990  DESIGNATION -  LIMESTONE
 JX1990  PID         -  JX1990
 JX1990  STATE/COUNTY-  WV/MARSHALL
 JX1990  USGS QUAD   -  MOUNDSVILLE (1997)
 JX1990
 JX1990                         *CURRENT SURVEY CONTROL
 JX1990  ___________________________________________________________________
 JX1990* NAD 83(1995)-  39 55 20.61365(N)    080 39 10.36102(W)     ADJUSTED  
 JX1990* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 JX1990  ___________________________________________________________________
 JX1990  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 JX1990  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JX1990
 JX1990  HORZ ORDER  -  SECOND
 JX1990
 JX1990.The horizontal coordinates were established by classical geodetic methods
 JX1990.and adjusted by the National Geodetic Survey in April 1998..
 JX1990
 JX1990.The orthometric height was scaled from a topographic map.
 JX1990
 JX1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1990
 JX1990.The geoid height was determined by GEOID03.
 JX1990
 JX1990;                    North         East     Units Scale Factor Converg.
 JX1990;SPC WV N     -   158,544.502   501,447.164   MT  0.99995409   -0 44 07.0
 JX1990;UTM  17      - 4,419,201.290   529,663.773   MT  0.99961083   +0 13 22.0
 JX1990
 JX1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1990!SPC WV N     -   0.99993597  x   0.99995409  =   0.99989006
 JX1990!UTM  17      -   0.99993597  x   0.99961083  =   0.99954682
 JX1990
 JX1990|---------------------------------------------------------------------|
 JX1990| PID    Reference Object                     Distance      Geod. Az  |
 JX1990|                                                           dddmmss.s |
 JX1990| CX4035 LIMESTONE RM 2                        9.288 METERS 02246     |
 JX1990| CX4033 LIMESTONE AZ MK                                    0602206.1 |
 JX1990| JX1973 CAMERON RADIO STA KNJ 54 MAST       APPROX. 7.9 KM 1333639.3 |
 JX1990| CX4034 LIMESTONE RM 1                        8.986 METERS 29300     |
 JX1990| JX1989 LIMESTONE RAD STA KQB 273 MAST      APPROX. 3.1 KM 3205110.0 |
 JX1990| JX1988 SHERRARD MUNICIPAL STANDPIPE        APPROX. 8.6 KM 3384446.9 |
 JX1990|---------------------------------------------------------------------|
 JX1990
 JX1990                          SUPERSEDED SURVEY CONTROL
 JX1990
 JX1990  NAD 83(1986)-  39 55 20.62112(N)    080 39 10.36813(W) AD(       ) 2
 JX1990  NAD 27      -  39 55 20.34430(N)    080 39 11.08670(W) AD(       ) 2
 JX1990
 JX1990.Superseded values are not recommended for survey control.
 JX1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1990.See file dsdata.txt to determine how the superseded data were derived.
 JX1990
 JX1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2966419201(NAD 83)
 JX1990_MARKER: DS = TRIANGULATION STATION DISK
 JX1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1990
 JX1990  HISTORY     - Date     Condition        Report By
 JX1990  HISTORY     - 1963     MONUMENTED       CGS
 JX1990
 JX1990                          STATION DESCRIPTION
 JX1990
 JX1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1990'THE STATION IS LOCATED ABOUT 5 MILES EAST OF MOUNDSVILLE, ABOUT 1-1/2
 JX1990'MILES WEST-NORTHWEST OF PLEASANT
 JX1990'VALLEY, ABOUT 3/4 MILE SOUTH-SOUTHWEST OF THE VILLAGE OF LIMESTONE,
 JX1990'NEAR THE SUMMIT OF A KNOLL IN
 JX1990'A PASTURE, ABOUT 0.15 MILE EAST-NORTHEAST OF MR. RUSSEL
 JX1990'FRANCISS HOUSE.  IT IS A STANDARD DISK SET IN
 JX1990'THE TOP OF A 24 X 20 INCH CONCRETE
 JX1990'MONUMENT THAT IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 JX1990'LIMESTONE 1963.
 JX1990'
 JX1990'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 250 AND STATE HIGHWAY 88,
 JX1990'ABOUT 5 MILES EAST OF
 JX1990'MOUNDSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 250 FOR 1.5 MILES TO A SIDE
 JX1990'ROAD LEFT IN THE VILLAGE OF
 JX1990'LIMESTONE.  CONTINUE SOUTH ON U.S. HIGHWAY 250 FOR 0.5 MILE TO A SIDE
 JX1990'ROAD RIGHT. TURN RIGHT AND GO
 JX1990'SOUTHWEST ON CAMPBELL HILL ROAD FOR 0.55 MILE TO THE
 JX1990'STATION ON THE LEFT AT THE TOP OF A KNOLL IN A
 JX1990'PASTURE.
 JX1990'
 JX1990'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHEAST ON U.S.
 JX1990'HIGHWAY 250 FOR 0.05 MILE TO
 JX1990'A DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.
 JX1990'
 JX1990'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LIMESTONE NO 1 1963, SET
 JX1990'IN THE TOP OF A 18 X 18
 JX1990'INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 JX1990'
 JX1990'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LIMESTONE NO 2 1963, SET
 JX1990'IN THE TOP OF A 18 X 18
 JX1990'INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 JX1990'
 JX1990'THE AZIMUTH MARK IS 67 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 JX1990'BARN, 60 FEET EAST OF THE
 JX1990'SOUTHWEST CORNER OF A CONCRETE BLOCK GARAGE, 23 FEET SOUTHWEST OF THE
 JX1990'CENTERLINE OF U.S. HIGHWAY
 JX1990'250, 12 FEET NORTHWEST OF THE CENTERLINE OF A DRIVEWAY,
 JX1990'AND 2 FEET SOUTHEAST OF A WITNESS PAND 2 FEET
 JX1990'SOUTHEAST OF A WITNESS POST.
 JX1990'
 JX1990'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1989 ***********************************************************************
 JX1989  DESIGNATION -  LIMESTONE RAD STA KQB 273 MAST
 JX1989  PID         -  JX1989
 JX1989  STATE/COUNTY-  WV/MARSHALL
 JX1989  USGS QUAD   -  MOUNDSVILLE (1997)
 JX1989
 JX1989                         *CURRENT SURVEY CONTROL
 JX1989  ___________________________________________________________________
 JX1989* NAD 83(1995)-  39 56 38.33375(N)    080 40 32.56642(W)     ADJUSTED  
 JX1989* NAVD 88     -                                                        
 JX1989  ___________________________________________________________________
 JX1989  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 JX1989  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JX1989
 JX1989  HORZ ORDER  -  THIRD
 JX1989
 JX1989.The horizontal coordinates were established by classical geodetic methods
 JX1989.and adjusted by the National Geodetic Survey in April 1998..
 JX1989
 JX1989
 JX1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1989
 JX1989.The geoid height was determined by GEOID03.
 JX1989
 JX1989;                    North         East     Units Scale Factor Converg.
 JX1989;SPC WV N     -   160,966.577   499,526.626   MT  0.99995611   -0 44 59.4
 JX1989;UTM  17      - 4,421,590.090   527,703.683   MT  0.99960945   +0 12 29.5
 JX1989
 JX1989                          SUPERSEDED SURVEY CONTROL
 JX1989
 JX1989  NAD 83(1986)-  39 56 38.34163(N)    080 40 32.57353(W) AD(       ) 4
 JX1989  NAD 27      -  39 56 38.06600(N)    080 40 33.29000(W) AD(       ) 3
 JX1989
 JX1989.Superseded values are not recommended for survey control.
 JX1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1989.See file dsdata.txt to determine how the superseded data were derived.
 JX1989
 JX1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2770421590(NAD 83)
 JX1989_MARKER: 42 = RADIO/TV MAST
 JX1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1989+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2004
 JX1989
 JX1989  HISTORY     - Date     Condition        Report By
 JX1989  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX1989  HISTORY     - 20040523 GOOD             USPSQD
 JX1989
 JX1989                          STATION DESCRIPTION
 JX1989
 JX1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1989'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A
 JX1989'4 LEGGED STEEL
 JX1989'STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND
 JX1989'WHITE.  THERE ARE 2 RED LIGHTS AT
 JX1989'THE TOP AND THE OVERALL HEIGHT OF THE STRUCTURE IS ABOUT
 JX1989'80 FEET.
 JX1989'
 JX1989'TO REACH THE MAST FROM THE JUNCTION OF U.S. HIGHWAY 250 AND STATE
 JX1989'HIGHWAY 2 IN MOUNDSVILLE,
 JX1989'GO EAST AND SOUTHEAST ON HIGHWAY 250 FOR 5.0 MILES TO THE MAST ON THE
 JX1989'LEFT.  IT IS OWNED AND OPERATED BY THE
 JX1989'WEST VIRGINIA STATE POLICE.
 JX1989
 JX1989                          STATION RECOVERY (2004)
 JX1989
 JX1989'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX1989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3020 ***********************************************************************
 HX3020  DESIGNATION -  LINE
 HX3020  PID         -  HX3020
 HX3020  STATE/COUNTY-  WV/KANAWHA
 HX3020  USGS QUAD   -  CLENDENIN (1976)
 HX3020
 HX3020                         *CURRENT SURVEY CONTROL
 HX3020  ___________________________________________________________________
 HX3020* NAD 83(1995)-  38 29 24.04359(N)    081 21 29.01918(W)     ADJUSTED  
 HX3020* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 HX3020  ___________________________________________________________________
 HX3020  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 HX3020  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HX3020
 HX3020  HORZ ORDER  -  SECOND
 HX3020
 HX3020.The horizontal coordinates were established by classical geodetic methods
 HX3020.and adjusted by the National Geodetic Survey in April 1998..
 HX3020
 HX3020.The orthometric height was scaled from a topographic map.
 HX3020
 HX3020.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3020
 HX3020.The geoid height was determined by GEOID03.
 HX3020
 HX3020;                    North         East     Units Scale Factor Converg.
 HX3020;SPC WV S     -   165,436.432   568,763.002   MT  0.99993986   -0 13 16.9
 HX3020;UTM  17      - 4,260,245.883   468,773.495   MT  0.99961201   -0 13 22.3
 HX3020
 HX3020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3020!SPC WV S     -   0.99995500  x   0.99993986  =   0.99989486
 HX3020!UTM  17      -   0.99995500  x   0.99961201  =   0.99956702
 HX3020
 HX3020|---------------------------------------------------------------------|
 HX3020| PID    Reference Object                     Distance      Geod. Az  |
 HX3020|                                                           dddmmss.s |
 HX3020| DC4549 LINE RM 1                            16.361 METERS 10956     |
 HX3020| DC4548 LINE AZ MK                                         2612137.1 |
 HX3020| DC4550 LINE RM 2                            14.535 METERS 26934     |
 HX3020|---------------------------------------------------------------------|
 HX3020
 HX3020                          SUPERSEDED SURVEY CONTROL
 HX3020
 HX3020  NAD 83(1986)-  38 29 24.05148(N)    081 21 29.02630(W) AD(       ) 2
 HX3020  NAD 27      -  38 29 23.69900(N)    081 21 29.59900(W) AD(       ) 2
 HX3020
 HX3020.Superseded values are not recommended for survey control.
 HX3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3020.See file dsdata.txt to determine how the superseded data were derived.
 HX3020
 HX3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6877360246(NAD 83)
 HX3020_MARKER: DS = TRIANGULATION STATION DISK
 HX3020_SETTING: 0 = UNSPECIFIED SETTING
 HX3020
 HX3020  HISTORY     - Date     Condition        Report By
 HX3020  HISTORY     - 1944     MONUMENTED       CGS
 HX3020  HISTORY     - 1956     SEE DESCRIPTION  USGS
 HX3020
 HX3020                          STATION DESCRIPTION
 HX3020
 HX3020'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3020'STATION IS LOCATED ON
 HX3020'THE SE EDGE OF A
 HX3020'PROMINENT RIDGE OVERLOOKING CLENDENIN ON THE W.
 HX3020'THE LAND IS OWNED BY DR. STUMP.
 HX3020'MARK IS ABOUT 0.3 MILE N OF STATE
 HX3020'HIGHWAY 4 AND U.S. HIGHWAY 119, 5I FEET N OF A
 HX3020'WITNESS POST, 15 FEET
 HX3020'N OF A 15-INCH OIL LINE, AND 140 FEET S OF THE W GATEPOST OF A
 HX3020'BOARD GATE.
 HX3020'THE DISK IS STAMPED LINE 1944.
 HX3020'
 HX3020'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3020'DISKS SET IN  CONCRETE
 HX3020'
 HX3020'REFERENCE MARK 1 IS 6 FEET E OF A WITNESS POST AND IS
 HX3020'STAMPED LINE NO 1 1944.
 HX3020'
 HX3020'REFERENCE MARK 2 IS AT THE E EDGE OF A SMALL WOODS AND IS
 HX3020'STAMPED LINE NO 2 1944.
 HX3020'
 HX3020'AZIMUTH MARK IS NEAR AN IRON GATE, 1 FOOT E OF A N-S FENCE
 HX3020'LINE, 7 FEET N OF
 HX3020'THE N GATEPOST OF THE IRON GATE, AND 4 FEET S
 HX3020'OF A WITNESS POST.  IT IS STAMPED LINE 1944.
 HX3020'
 HX3020'TO REACH THE STATION FROM THE BRIDGE AT THE JUNCTION OF U.S.
 HX3020'HIGHWAY 119 AND
 HX3020'STATE HIGHWAY 4 IN CLENDENIN, GO SW ON COMBINED
 HX3020'HIGHWAYS 4 AND 11. FOR 0.9 MILE TO
 HX3020'A T-ROAD RIGHT AT GANDEES
 HX3020'STORE, TURN RIGHT AND GO 0.45 MILE TO THE TOP OF THE
 HX3020'GRADE AND A
 HX3020'T-ROAD RIGHT, TURN RIGHT AND GO 0.5 MILE TO AN IRON GATE AND THE
 HX3020'AZIMUTH MARK ON
 HX3020'THE LEFT.  PASS THROUGH GATE AND GO 0.5 MILE TO
 HX3020'A BOARD GATE, PASS THROUGH GATE
 HX3020'AND GO ABOUT 50 YARDS TO THE STATION
 HX3020'WHERE TWO PIPE LINES CROSS.
 HX3020'
 HX3020'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 HX3020
 HX3020                          STATION RECOVERY (1956)
 HX3020
 HX3020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HX3020'A PIPELINE HAS BEEN LAID IN LAST 5 YEARS AND THE STATION AND
 HX3020'REFERENCE MARK 2
 HX3020'COULD NOT BE LOCATED.
 HX3020'
 HX3020'REFERENCE MARK 1 WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3175 ***********************************************************************
 KY3175  DESIGNATION -  LINE
 KY3175  PID         -  KY3175
 KY3175  STATE/COUNTY-  WV/OHIO
 KY3175  USGS QUAD   -  VALLEY GROVE (1981)
 KY3175
 KY3175                         *CURRENT SURVEY CONTROL
 KY3175  ___________________________________________________________________
 KY3175* NAD 83(1995)-  40 05 47.48159(N)    080 31 09.25646(W)     ADJUSTED  
 KY3175* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 KY3175  ___________________________________________________________________
 KY3175  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 KY3175  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY3175
 KY3175  HORZ ORDER  -  SECOND
 KY3175
 KY3175.The horizontal coordinates were established by classical geodetic methods
 KY3175.and adjusted by the National Geodetic Survey in April 1998..
 KY3175
 KY3175.The orthometric height was scaled from a topographic map.
 KY3175
 KY3175.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3175
 KY3175.The geoid height was determined by GEOID03.
 KY3175
 KY3175;                    North         East     Units Scale Factor Converg.
 KY3175;SPC WV N     -   177,738.933   513,090.105   MT  0.99997441   -0 39 00.2
 KY3175;SPC PA S     -    88,442.450   363,901.168   MT  0.99997849   -1 47 48.0
 KY3175;SPC PA S     -   290,164.94  1,193,899.08   sFT  0.99997849   -1 47 48.0
 KY3175;UTM  17      - 4,438,581.117   540,979.951   MT  0.99962067   +0 18 34.7
 KY3175
 KY3175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3175!SPC WV N     -   0.99993975  x   0.99997441  =   0.99991417
 KY3175!SPC PA S     -   0.99993975  x   0.99997849  =   0.99991824
 KY3175!UTM  17      -   0.99993975  x   0.99962067  =   0.99956045
 KY3175
 KY3175:                Primary Azimuth Mark                     Grid Az
 KY3175:SPC WV N     -  W ALEXANDER UP CHURCH SPIRE              043 02 48.8
 KY3175:SPC PA S     -  W ALEXANDER UP CHURCH SPIRE              044 11 36.6
 KY3175:UTM  17      -  W ALEXANDER UP CHURCH SPIRE              042 05 13.9
 KY3175
 KY3175|---------------------------------------------------------------------|
 KY3175| PID    Reference Object                     Distance      Geod. Az  |
 KY3175|                                                           dddmmss.s |
 KY3175| KY3179 W ALEXANDER UP CHURCH SPIRE         APPROX. 1.3 KM 0422348.6 |
 KY3175| KY3178 W ALEXANDER SWARTS RAD ANTENNA      APPROX. 1.3 KM 0490224.8 |
 KY3175| KY3176 BOUNDARY MON 26 PA WV                13.006 METERS 13031     |
 KY3175| CX4041 LINE RM 1                            15.385 METERS 14221     |
 KY3175| CX4042 LINE RM 2                             8.515 METERS 29731     |
 KY3175|---------------------------------------------------------------------|
 KY3175
 KY3175                          SUPERSEDED SURVEY CONTROL
 KY3175
 KY3175  NAD 83(1986)-  40 05 47.48742(N)    080 31 09.26356(W) AD(       ) 2
 KY3175  NAD 27      -  40 05 47.23190(N)    080 31 10.01500(W) AD(       ) 2
 KY3175
 KY3175.Superseded values are not recommended for survey control.
 KY3175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3175.See file dsdata.txt to determine how the superseded data were derived.
 KY3175
 KY3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE4098038581(NAD 83)
 KY3175_MARKER: DS = TRIANGULATION STATION DISK
 KY3175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3175
 KY3175  HISTORY     - Date     Condition        Report By
 KY3175  HISTORY     - 1960     MONUMENTED       CGS
 KY3175
 KY3175                          STATION DESCRIPTION
 KY3175
 KY3175'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KY3175'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF WEST ALEXANDER,
 KY3175'ABOUT 2 FEET WEST OF THE PENNSYLVANIA AND WEST VIRGINIA STATE
 KY3175'LINE AT MONUMENT NUMBER 26 AND IS ON PROPERTY OWNED BY MR. JESSE
 KY3175'PARK.
 KY3175'
 KY3175'TO REACH THE STATION FROM THE POST OFFICE IN WEST ALEXANDER, GO
 KY3175'WEST ON MAIN STREET FOR 0.05 MILE TO A Y-INTERSECTION.  KEEP LEFT
 KY3175'ALONG THE TOP OF THE RIDGE FOR 0.55 MILE TO A SIDE ROAD LEFT.
 KY3175'TURN LEFT AND GO SOUTH-SOUTHWEST ON A GRAVELED ROAD FOR 0.15 MILE TO A
 KY3175'FIELD ENTRANCE ON THE LEFT AND A PENNSYLVANIA AND WEST VIRGINIA
 KY3175'BOUNDARY MONUMENT ON THE RIGHT AND THE STATION AS DESCRIBED.
 KY3175'
 KY3175'THE STATION MARK, A STANDARD DISK STAMPED LINE 1960, CEMENTED IN
 KY3175'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 20 INCHES BELOW THE
 KY3175'SURFACE OF THE GROUND.  IT IS 19.6 FEET WEST-SOUTHWEST OF AN
 KY3175'18-INCH LOCUST TREE, 49 FEET WEST-SOUTHWEST OF A GRAVELED ROAD,
 KY3175'42.6 FEET WEST-NORTHWEST OF THE WEST VIRGINIA AND
 KY3175'PENNSYLVANIA BOUNDARY MONUMENT, 31 FEET WEST OF A FIELD ENTRANCE,
 KY3175'6.3 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 43 FEET
 KY3175'WEST-NORTHWEST OF A NORTH-SOUTH FENCE LINE.
 KY3175'
 KY3175'REFERENCE MARK 1, A STANDARD DISK STAMPED LINE NO 1 1960,
 KY3175'CEMENTED IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KY3175'THE SURFACE OF THE GROUND.  IT IS 1 FOOT WEST OF A NORTH-SOUTH
 KY3175'FENCE LINE, 26.6 FEET SOUTH OF THE FIELD ENTRANCE, 12 FEET
 KY3175'SOUTH-SOUTHWEST OF THE BOUNDARY MONUMENT, 45.6 FEET SOUTH-SOUTHEAST OF
 KY3175'THE 18-INCH LOCUST TREE, 28 FEET WEST-SOUTHWEST OF THE GRAVELED
 KY3175'ROAD AND IS ABOUT 1-1/2 FOOT LOWER THAN THE STATION.
 KY3175'
 KY3175'REFERENCE MARK 2, A STANDARD DISK STAMPED LINE NO 2 1960,
 KY3175'CEMENTED IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KY3175'THE SURFACE OF THE GROUND.  IT IS 37 FEET WEST-NORTHWEST OF THE
 KY3175'18-INCH LOCUST TREE, 58 FEET WEST OF THE FIELD ENTRANCE, 70 FEET
 KY3175'NORTHWEST OF THE BOUNDARY MONUMENT, 2 FEET SOUTH OF AN
 KY3175'EAST-WEST FENCE LINE, 83 FEET WEST OF THE GRAVEL ROAD AND IS ABOUT
 KY3175'2 FEET HIGHER THAN THE STATION.
 KY3175'
 KY3175'THE PENNSYLVANIA AND WEST VIRGINIA BOUNDARY MONUMENT, A 12 BY 12
 KY3175'INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 18 INCHES ABOVE THE
 KY3175'SURFACE OF THE GROUND WITH ENGRAVING ON THE SIDES PA, WVA, 26
 KY3175'1883.  IT IS 36.6 FEET SOUTHEAST OF THE 18-INCH LOCUST TREE, 1
 KY3175'FOOT EAST OF THE NORTH-SOUTH FENCE LINE, 15 FEET SOUTH OF
 KY3175'THE FIELD ENTRANCE AND 22 FEET WEST-SOUTHWEST OF THE GRAVELED ROAD.
 KY3175'
 KY3175'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2924 ***********************************************************************
 HX2924  DESIGNATION -  LINN
 HX2924  PID         -  HX2924
 HX2924  STATE/COUNTY-  WV/GILMER
 HX2924  USGS QUAD   -  GILMER (1976)
 HX2924
 HX2924                         *CURRENT SURVEY CONTROL
 HX2924  ___________________________________________________________________
 HX2924* NAD 83(1995)-  38 59 37.43166(N)    080 44 50.67193(W)     ADJUSTED  
 HX2924* NAVD 88     -       392.1    (meters)    1286.     (feet)  VERTCON   
 HX2924  ___________________________________________________________________
 HX2924  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 HX2924  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HX2924
 HX2924  HORZ ORDER  -  THIRD
 HX2924
 HX2924.The horizontal coordinates were established by classical geodetic methods
 HX2924.and adjusted by the National Geodetic Survey in April 1998..
 HX2924
 HX2924.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2924
 HX2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2924
 HX2924.The geoid height was determined by GEOID03.
 HX2924
 HX2924;                    North         East     Units Scale Factor Converg.
 HX2924;SPC WV S     -   221,322.699   621,883.521   MT  1.00002539   +0 09 22.1
 HX2924;UTM  17      - 4,316,111.248   521,874.254   MT  0.99960589   +0 09 32.2
 HX2924
 HX2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2924!SPC WV S     -   0.99994363  x   1.00002539  =   0.99996902
 HX2924!UTM  17      -   0.99994363  x   0.99960589  =   0.99954954
 HX2924
 HX2924:                Primary Azimuth Mark                     Grid Az
 HX2924:SPC WV S     -  LINN AZ MK                               095 52 30.3
 HX2924:UTM  17      -  LINN AZ MK                               095 52 20.2
 HX2924
 HX2924|---------------------------------------------------------------------|
 HX2924| PID    Reference Object                     Distance      Geod. Az  |
 HX2924|                                                           dddmmss.s |
 HX2924| DC4551 LINN AZ MK                                         0960152.4 |
 HX2924| DC4552 LINN RM 1                            18.200 METERS 20003     |
 HX2924| DC4553 LINN RM 2                            22.820 METERS 31740     |
 HX2924|---------------------------------------------------------------------|
 HX2924
 HX2924                          SUPERSEDED SURVEY CONTROL
 HX2924
 HX2924  NAD 83(1986)-  38 59 37.43700(N)    080 44 50.68137(W) AD(       ) 3
 HX2924  NAD 27      -  38 59 37.11850(N)    080 44 51.32850(W) AD(       ) 3
 HX2924  NGVD 29 (07/19/86)  392.3    (m)         1287.     (f) VERT ANG       
 HX2924
 HX2924.Superseded values are not recommended for survey control.
 HX2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2924.See file dsdata.txt to determine how the superseded data were derived.
 HX2924
 HX2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2187416111(NAD 83)
 HX2924_MARKER: DS = TRIANGULATION STATION DISK
 HX2924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2924
 HX2924  HISTORY     - Date     Condition        Report By
 HX2924  HISTORY     - 1956     MONUMENTED       CGS
 HX2924
 HX2924                          STATION DESCRIPTION
 HX2924
 HX2924'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2924'THE STATION IS LOCATED ON A HIGH POINT ON A DIVIDING RIDGE, NEAR THE
 HX2924'HEAD OF SPRUCE RUN TO THE
 HX2924'NORTH AND WOLFPEN RUN TO THE SOUTH.  IT IS ABOUT 6.5 MILES NORTHEAST
 HX2924'OF GLENVILLE, 1.8 MILES SOUTHWEST OF
 HX2924'LINN AND 1.7 MILES NORTH-NORTHEAST OF
 HX2924'BALDWIN.  THE STATION IS 5 FEET WEST OF WITNESS POST,
 HX2924'39 FEET EAST OF CENTERLINE OF
 HX2924'TRACK ROAD AND 23 FEET SOUTH OF TRIANGLE BLAZED TREE.  THE MARK
 HX2924'PROJECTS ABOUT 2 INCHES AND
 HX2924'THE DISK IS STAMPED LINN 1956.
 HX2924'
 HX2924'REFERENCE MARK NO. 1 IS 17 FEET EAST OF CENTERLINE OF TRACK ROAD.
 HX2924'THE MARK PROJECTS ABOUT
 HX2924'3 INCHES AND THE DISK IS STAMPED LINN NO 1 1956.
 HX2924'
 HX2924'REFERENCE MARK NO. 2 IS 6 FEET WEST OF CENTERLINE OF TRACK ROAD, 11
 HX2924'FEET NORTHEAST OF
 HX2924'UTILITY POLE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 HX2924'STAMPED LINN NO 2 1956.
 HX2924'
 HX2924'AZIMUTH MARK IS 4 FEET SOUTH OF WITNESS POST, 39 FEET EAST OF
 HX2924'CENTERLINE OF DIRT ROAD
 HX2924'AND 6 FEET NORTH OF AN 8 INCH TREE AT A T FENCE CORNER.  THE MARK
 HX2924'PROJECTS ABOUT 3 INCHES AND THE
 HX2924'DISK IS STAMPED LINN 1956.
 HX2924'
 HX2924'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NOS. 33 AND
 HX2924'119 AND STATE HIGHWAY NO. 47
 HX2924'AT LINN (18.0 MILES WEST OF WESTON AND 10.0 MILES EAST OF GLENVILLE),
 HX2924'GO NORTHWEST ON STATE HIGHWAY NO.
 HX2924'47 FOR 2.05 MILES TO A GRADED DIRT ROAD ON LEFT,
 HX2924'(JUST PAST SERVICE STATION ON LEFT), TURN LEFT ONTO
 HX2924'GRADED ROAD, CROSS STEEL BRIDGE
 HX2924'OVER LEADING CREEK AND CONTINUE SOUTH FOR 1.7 MILES TO A DIRT ROAD
 HX2924'RIGHT (BEFORE REACHING BOARD
 HX2924'GATE STRAIGHT AHEAD), TURN RIGHT ONTO DIRT ROAD AND FOLLOW
 HX2924'SOUTH-WESTERLY UP HILL FOR 0.55 MILE
 HX2924'TO AZIMUTH MARK ON LEFT.  FROM AZIMUTH MARK CONTINUE
 HX2924'ON DIRT ROAD FOR 0.15 MILE TO WIRE GATE
 HX2924'ON RIGHT, PASS THROUGH GATE AND FOLLOW
 HX2924'TRACK ROAD FOR 0.05 MILE TO ANOTHER WIRE GATE, PASS
 HX2924'THROUGH GATE AND CONTINUE UP
 HX2924'HILL ON TRACK ROAD FOR 0.1 MILE TO SUMMIT AND STATION ON RIGHT.  A
 HX2924'FOUR WHEEL DRIVE VEHICLE WILL BE
 HX2924'REQUIRED TO REACH THIS STATION DURING WET WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1304 ***********************************************************************
 JW1304  DESIGNATION -  LISA
 JW1304  PID         -  JW1304
 JW1304  STATE/COUNTY-  WV/PRESTON
 JW1304  USGS QUAD   -  TERRA ALTA (1976)
 JW1304
 JW1304                         *CURRENT SURVEY CONTROL
 JW1304  ___________________________________________________________________
 JW1304* NAD 83(1995)-  39 26 39.40422(N)    079 36 25.48503(W)     ADJUSTED  
 JW1304* NAVD 88     -       916.1    (meters)    3006.     (feet)  VERTCON   
 JW1304  ___________________________________________________________________
 JW1304  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 JW1304  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JW1304
 JW1304  HORZ ORDER  -  FIRST
 JW1304
 JW1304.The horizontal coordinates were established by classical geodetic methods
 JW1304.and adjusted by the National Geodetic Survey in April 1998..
 JW1304
 JW1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1304
 JW1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1304
 JW1304.The geoid height was determined by GEOID03.
 JW1304
 JW1304;                    North         East     Units Scale Factor Converg.
 JW1304;SPC WV N     -   104,836.313   590,782.907   MT  0.99994574   -0 04 05.9
 JW1304;SPC MD       -   200,532.871   175,607.988   MT  0.99999900   -1 38 10.7
 JW1304;SPC MD       -   657,914.93    576,140.54   sFT  0.99999900   -1 38 10.7
 JW1304;UTM  17      - 4,367,006.327   619,859.832   MT  0.99977688   +0 53 06.2
 JW1304
 JW1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1304!SPC WV N     -   0.99986121  x   0.99994574  =   0.99980696
 JW1304!SPC MD       -   0.99986121  x   0.99999900  =   0.99986021
 JW1304!UTM  17      -   0.99986121  x   0.99977688  =   0.99963812
 JW1304
 JW1304|---------------------------------------------------------------------|
 JW1304| PID    Reference Object                     Distance      Geod. Az  |
 JW1304|                                                           dddmmss.s |
 JW1304| JW1307 CADDELL                              17.283 METERS 00919     |
 JW1304| CX3353 CADDELL RM 2                         24.277 METERS 01956     |
 JW1304| JW1347 TERRA ALTA CP MICROWAVE             APPROX. 9.7 KM 0404704.6 |
 JW1304| JW1302 SNAGGY                              APPROX.11.3 KM 0653826.0 |
 JW1304| JW1305 CADDELL MTN WU MICROWAVE            102.037 METERS 22339     |
 JW1304| CX3352 CADDELL RM 1                         20.613 METERS 33642     |
 JW1304|---------------------------------------------------------------------|
 JW1304
 JW1304                          SUPERSEDED SURVEY CONTROL
 JW1304
 JW1304  NAD 83(1995)-  39 26 39.40663(N)    079 36 25.49155(W) AD(       ) 1
 JW1304  NAD 83(1986)-  39 26 39.41096(N)    079 36 25.49323(W) AD(       ) 1
 JW1304  NAD 27      -  39 26 39.08203(N)    079 36 26.31467(W) AD(       ) 1
 JW1304  NGVD 29 (07/19/86)  916.3    (m)         3006.     (f) VERT ANG       
 JW1304
 JW1304.Superseded values are not recommended for survey control.
 JW1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1304.See file dsdata.txt to determine how the superseded data were derived.
 JW1304
 JW1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1986067006(NAD 83)
 JW1304_MARKER: DD = SURVEY DISK
 JW1304_SETTING: 80 = SET IN A BOULDER
 JW1304_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 JW1304
 JW1304  HISTORY     - Date     Condition        Report By
 JW1304  HISTORY     - 1975     MONUMENTED       NGS
 JW1304
 JW1304                          STATION DESCRIPTION
 JW1304
 JW1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1304'THE STATION IS ABOUT 4-1/2 MILES EAST-SOUTHEAST OF KINGWOOD, 4
 JW1304'MILES WEST OF TERRA ALTA, 1/2 MILE EAST-SOUTHEAST OF STATE
 JW1304'HIGHWAY 7, NEAR THE CADDELL LOOKOUT TOWER AND ON PROPERTY OF THE
 JW1304'WEST VIRGINIA STATE FOREST SERVICE, DEPARTMENT OF NATURAL WATER
 JW1304'RESOURSES.  PERMISSION WAS OBTAINED FROM LOWELL MCPHERSON
 JW1304'STATE DISTRICT FORESTER, HIS OFFICE IS AT 1020 FAIRMONT AVENUE
 JW1304'FAIRMONT, WEST VIRGINIA, TELEPHONE NUMBER 366-5880.
 JW1304'
 JW1304'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 JW1304'IN KINGWOOD, GO EAST ON STATE HIGHWAY 7 FOR 2.45 MILES TO A
 JW1304'CROSSROAD AT THE EAST END OF A BRIDGE OVER CHEAT RIVER, CONTINUE
 JW1304'EAST ON HIGHWAY 7 FOR 2.65 MILES TO A DIAGONAL CROSSROAD. TURN
 JW1304'SHARP RIGHT AND GO SOUTHWEST ON A GRAVELED ROAD FOR ABOUT 100
 JW1304'FEET TO A LOCKED CABLE ACROSS THE ROAD.  PASS THROUGH AND
 JW1304'CONTINUE SOUTHWESTERLY ON WINDING ROUGH ROAD FOR 1.2 MILES TO
 JW1304'THE TOP OF THE HILL, THE LOOKOUT TOWER AND THE STATION.
 JW1304'
 JW1304'STATION MARK IS A STANDARD DISK, STAMPED---LISA 1975---, CEMENTED
 JW1304'IN A DRILL HOLE IN A 2 X 5 FOOT BOULDER, THAT PROJECTS 12 INCHES
 JW1304'ABOVE THE GROUND.  IT IS 47.0 FEET SOUTH OF THE SOUTHEAST LEG
 JW1304'OF THE LOOKOUT TOWER AND 47.0 FEET SOUTHEAST OF THE SOUTHEAST
 JW1304'CORNER OF A WOODEN BUILDING.
 JW1304'
 JW1304'CADDELL IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 JW1304'STAMPED---CADDELL 1956---, SET IN THE TOP OF A 6-INCH SQUARE
 JW1304'CONCRETE MONUMENT, THAT PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS
 JW1304'36.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE WOODEN
 JW1304'BUILDING, 34.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JW1304'SMALL CONCRETE BLOCK BUILDING AND 11.0 FEET NORTH OF THE
 JW1304'SOUTHEAST LEG OF THE LOOKOUT TOWER. THE MARK IS SET IN THE
 JW1304'CENTER OF THE BASE OF THE LOOKOUT TOWER.
 JW1304'
 JW1304'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK OF THE U.S.
 JW1304'GEOLOGICAL SURVEY, STAMPED---NO 1 1956---, CEMENTED IN A DRILL HOLE
 JW1304'IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND.  IT IS 27.0 FEET
 JW1304'WEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 16.5 FEET EAST
 JW1304'OF THE NORTHWEST CORNER OF THE WOODEN BUILDING, 14.0 FEET NORTH
 JW1304'OF THE NORTHEAST CORNER OF THE WOODEN BUILDING AND ABOUT 2 FEET
 JW1304'HIGHER THAN THE STATION.
 JW1304'
 JW1304'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK OF THE U.S.
 JW1304'GEOLOGICAL SURVEY, STAMPED---NO 2 1956---, CEMENTED IN A DRILL HOLE
 JW1304'IN A 6 X 15 FOOT BOULDER, THAT PROJECTS 15 INCHES ABOVE THE GROUND.
 JW1304'IT IS 22.5 FEET EAST-NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT
 JW1304'TOWER, 9.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SMALL
 JW1304'CONCRETE BUILDING AND ABOUT 4 FEET HIGHER THAN THE STATION.
 JW1304'
 JW1304'HEIGHT OF LIGHT ABOVE STATION MARK 23.1 METERS.
 JW1304'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3546 ***********************************************************************
 HW3546  DESIGNATION -  LITTLE
 HW3546  PID         -  HW3546
 HW3546  STATE/COUNTY-  WV/POCAHONTAS
 HW3546  USGS QUAD   -  GREEN BANK (1995)
 HW3546
 HW3546                         *CURRENT SURVEY CONTROL
 HW3546  ___________________________________________________________________
 HW3546* NAD 83(1995)-  38 27 28.21266(N)    079 50 59.01554(W)     ADJUSTED  
 HW3546* NAVD 88     -      1041.5    (meters)    3417.     (feet)  VERTCON   
 HW3546  ___________________________________________________________________
 HW3546  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 HW3546  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HW3546
 HW3546  HORZ ORDER  -  THIRD
 HW3546
 HW3546.The horizontal coordinates were established by classical geodetic methods
 HW3546.and adjusted by the National Geodetic Survey in April 1998..
 HW3546
 HW3546.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3546
 HW3546.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3546
 HW3546.The geoid height was determined by GEOID03.
 HW3546
 HW3546;                    North         East     Units Scale Factor Converg.
 HW3546;SPC WV S     -   162,427.665   700,391.102   MT  0.99993703   +0 42 39.9
 HW3546;UTM  17      - 4,257,241.562   600,361.385   MT  0.99972404   +0 42 55.7
 HW3546
 HW3546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3546!SPC WV S     -   0.99984140  x   0.99993703  =   0.99977844
 HW3546!UTM  17      -   0.99984140  x   0.99972404  =   0.99956549
 HW3546
 HW3546|---------------------------------------------------------------------|
 HW3546| PID    Reference Object                     Distance      Geod. Az  |
 HW3546|                                                           dddmmss.s |
 HW3546| DC4556 LITTLE RM 2                          13.494 METERS 01602     |
 HW3546| DC4554 LITTLE AZ MK                                       0702459.5 |
 HW3546| DC4555 LITTLE RM 1                          15.494 METERS 27222     |
 HW3546|---------------------------------------------------------------------|
 HW3546
 HW3546                          SUPERSEDED SURVEY CONTROL
 HW3546
 HW3546  NAD 83(1995)-  38 27 28.21373(N)    079 50 59.01599(W) AD(       ) 3
 HW3546  NAD 83(1986)-  38 27 28.21455(N)    079 50 59.02299(W) AD(       ) 3
 HW3546  NAD 27      -  38 27 27.78950(N)    079 50 59.81800(W) AD(       ) 3
 HW3546  NGVD 29 (07/19/86) 1041.6    (m)         3417.     (f) VERT ANG       
 HW3546
 HW3546.Superseded values are not recommended for survey control.
 HW3546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3546.See file dsdata.txt to determine how the superseded data were derived.
 HW3546
 HW3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0036157242(NAD 83)
 HW3546_MARKER: DS = TRIANGULATION STATION DISK
 HW3546_SETTING: 0 = UNSPECIFIED SETTING
 HW3546
 HW3546  HISTORY     - Date     Condition        Report By
 HW3546  HISTORY     - 1957     MONUMENTED       CGS
 HW3546
 HW3546                          STATION DESCRIPTION
 HW3546
 HW3546'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3546'STATION IS APPROXIMATELY 6.0 MILES SOUTH OF DURBIN, 5.5 MILES
 HW3546'NORTHEAST OF CASS, 3.0 MILES
 HW3546'NORTH-NORTHWEST OF GREEN BANK, ON THE TOP OF A WOODED HILL ON LITTLE
 HW3546'MOUNTAIN, BETWEEN GREENBRIER RIVER
 HW3546'AND DEER CREEK AND ON PROPERTY OF THE MONONGAHELA NATIONAL FOREST.
 HW3546'
 HW3546'TO REACH FROM THE POST OFFICE IN GREEN BANK, GO NORTH ON STATE
 HW3546'HIGHWAY 28 FOR 0.5 MILE TO A
 HW3546'ROAD LEFT AT NORTH SIDE OF THE GREEN BANK HIGH SCHOOL, TURN LEFT AND
 HW3546'GO WEST ON GRAVEL ROAD FOR 0.7
 HW3546'MILE, KEEP LEFT FOR 0.1 MILE, KEEP RIGHT WITH ROAD AND GO WEST
 HW3546'FOR 0.3 MILE TO A FORK AT HOUSE ON THE
 HW3546'LEFT, TAKE RIGHT FORK AND GO 0.45 MILE TO A
 HW3546'BRIDGE, CROSS BRIDGE AND CONTINUE ON ROAD FOR 1.1 MILE TO
 HW3546'THE SUMMIT OF MOUNTAIN AND FOREST
 HW3546'SERVICE SIGN LITTLE MOUNTAIN TRAIL.  (THIS IS THE END OF TRUCK TRAVEL
 HW3546'FOR A TWO WHEEL DRIVE.) WITH A
 HW3546'JEEP TURN RIGHT AND GO NORTH ON NARROW, CLEARED ROAD FOR 0.5
 HW3546'MILE TO THE END OF RIDGE, TURN SHARP LEFT,
 HW3546'DOWN HILL ON NARROW ROAD TO THE NORTH AND
 HW3546'FOLLOW OUT RIDGE FOR 0.4 MILE TO A TRIANGLE BLAZE ON AN OAK
 HW3546'TREE ON RIGHT, GO LEFT, UP STEEP
 HW3546'MOUNTAIN SIDE, NORTH-NORTHWEST ON CLEARED ROAD FOR 0.2 MILE TO THE
 HW3546'HIGHEST POINT OF HILL AND THE STATION.
 HW3546'
 HW3546'STATION MARKS ARE STANDARD DISK STAMPED LITTLE 1957.  THE SURFACE
 HW3546'DISK IS BRAZED TO THE TOP OF A
 HW3546'3-INCH IRON PIPE WHICH PROJECTS 4 INCHES.  IT IS 26 FEET NORTH ON A
 HW3546'12-INCH TREE WITH A TRIANGLE BLAZE ON
 HW3546'THE NORTHEAST SIDE AND 5 FEET SOUTHWEST OF A 3-FOOT
 HW3546'TREE WITH A TRIANGLE BLAZE ON THE SOUTHEAST
 HW3546'SIDE.  THE UNDERGROUND DISK IS SET IN AN
 HW3546'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE
 HW3546'GROUND.
 HW3546'
 HW3546'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LITTLE NO 1 1957, IS
 HW3546'BRAZED TO THE TOP OF A 3-INCH
 HW3546'IRON PIPE WHICH PROJECTS 5 INCHES.  IT IS APPROXIMATELY 4 FEET LOWER
 HW3546'IN ELEVATION THAN THE STATION.
 HW3546'
 HW3546'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LITTLE NO 2 1957, IS
 HW3546'BRAZED TO THE TOP OF A 3-INCH
 HW3546'IRON PIPE WHICH PROJECTS 5 INCHES.  IT IS 7.5 FEET WEST OF A 10-INCH
 HW3546'TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE.
 HW3546'
 HW3546'AZIMUTH MARK, A STANDARD DISK STAMPED LITTLE 1957, IS BRAZED TO THE
 HW3546'TOP OF A 3-INCH IRON PIPE WHICH
 HW3546'PROJECTS 4 INCHES.  IT IS APPROXIMATELY 0.1 MILE EAST OF A LARGE
 HW3546'WHITE BARN, 126 FEET NORTH OF THE
 HW3546'CENTER OF A METAL AND WOODEN GATE, 19 FEET WEST OF
 HW3546'THE CENTER OF STATE HIGHWAY 28, 1.5 FEET NORTH OF A
 HW3546'TELEPHONE POLE AND 1 FOOT EAST
 HW3546'ON A NORTH-SOUTH FENCE LINE.  A STANDARD WITNESS POST WAS SET 1.5
 HW3546'FEET NORTH OF THE MARK.
 HW3546'
 HW3546'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN GREEN BANK, GO
 HW3546'NORTH ON STATE HIGHWAY 28
 HW3546'FOR 0.5 MILE TO A ROAD LEFT AT NORTH SIDE OF THE GREEN BANK HIGH
 HW3546'SCHOOL, CONTINUE STRAIGHT AHEAD
 HW3546'ON STATE HIGHWAY 28 FOR 1.1 MILE TO A CHURCH ON THE LEFT,
 HW3546'CONTINUE ON STATE HIGHWAY 28 FOR 2.9 MILES
 HW3546'TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2915 ***********************************************************************
 HX2915  DESIGNATION -  LITTLE
 HX2915  PID         -  HX2915
 HX2915  STATE/COUNTY-  WV/NICHOLAS
 HX2915  USGS QUAD   -  WIDEN (1976)
 HX2915
 HX2915                         *CURRENT SURVEY CONTROL
 HX2915  ___________________________________________________________________
 HX2915* NAD 83(1995)-  38 24 10.23758(N)    080 46 36.44134(W)     ADJUSTED  
 HX2915* NAVD 88     -       800.4    (meters)    2626.     (feet)  VERTCON   
 HX2915  ___________________________________________________________________
 HX2915  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 HX2915  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HX2915
 HX2915  HORZ ORDER  -  SECOND
 HX2915
 HX2915.The horizontal coordinates were established by classical geodetic methods
 HX2915.and adjusted by the National Geodetic Survey in April 1998..
 HX2915
 HX2915.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2915
 HX2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2915
 HX2915.The geoid height was determined by GEOID03.
 HX2915
 HX2915;                    North         East     Units Scale Factor Converg.
 HX2915;SPC WV S     -   155,724.071   619,496.091   MT  0.99993292   +0 08 16.8
 HX2915;UTM  17      - 4,250,536.493   519,489.630   MT  0.99960468   +0 08 19.2
 HX2915
 HX2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2915!SPC WV S     -   0.99987938  x   0.99993292  =   0.99981230
 HX2915!UTM  17      -   0.99987938  x   0.99960468  =   0.99948410
 HX2915
 HX2915:                Primary Azimuth Mark                     Grid Az
 HX2915:SPC WV S     -  SUMMERSVILLE RESET                       210 49 45.1
 HX2915:UTM  17      -  SUMMERSVILLE RESET                       210 49 42.7
 HX2915
 HX2915|---------------------------------------------------------------------|
 HX2915| PID    Reference Object                     Distance      Geod. Az  |
 HX2915|                                                           dddmmss.s |
 HX2915| HX2916 SUMMERSVILLE RESET                  APPROX.15.6 KM 2105801.9 |
 HX2915| DC4558 LITTLE RM 2                          18.224 METERS 21738     |
 HX2915| DC4557 LITTLE RM 1                          15.840 METERS 32622     |
 HX2915|---------------------------------------------------------------------|
 HX2915
 HX2915                          SUPERSEDED SURVEY CONTROL
 HX2915
 HX2915  NAD 83(1986)-  38 24 10.24545(N)    080 46 36.45244(W) AD(       ) 2
 HX2915  NAD 27      -  38 24 09.85720(N)    080 46 37.09710(W) AD(       ) 2
 HX2915  NGVD 29 (07/19/86)  800.5    (m)         2626.     (f) VERT ANG       
 HX2915
 HX2915.Superseded values are not recommended for survey control.
 HX2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2915.See file dsdata.txt to determine how the superseded data were derived.
 HX2915
 HX2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC1949050536(NAD 83)
 HX2915_MARKER: DS = TRIANGULATION STATION DISK
 HX2915_SETTING: 0 = UNSPECIFIED SETTING
 HX2915
 HX2915  HISTORY     - Date     Condition        Report By
 HX2915  HISTORY     - 1961     MONUMENTED       CGS
 HX2915
 HX2915                          STATION DESCRIPTION
 HX2915
 HX2915'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2915'STATION IS LOCATED ON THE SOUTHERN END AND HIGHEST POINT OF A HEAVILY
 HX2915'TIMBERED RIDGE
 HX2915'WHICH IS SITUATED BETWEEN MUDDLETY CREEK AND BRUSHY FORK,
 HX2915'AT THE HEAD OF HILL CREEK, ABOUT
 HX2915'9-1/4 MILES NORTH-NORTHEAST OF SUMMERSVILLE,
 HX2915'6-3/4 MILES SOUTH-SOUTHWEST OF BIRCH RIVER AND
 HX2915'ABOUT 1-1/4 MILES
 HX2915'EAST OF U.S. HIGHWAY 19.
 HX2915'
 HX2915'STATION IS REACHED FROM THE POST OFFICE IN BIRCH RIVER.  GO SOUTHWEST
 HX2915'ON U.S. HIGHWAY 19
 HX2915'FOR 9.6 MILES TO A SIDE ROAD LEFT AND SIGN
 HX2915'OPAL 4 FEET ON LEFT.  TURN LEFT AND
 HX2915'FOLLOW A DIRT ROAD FOR 1.5 MILES TO A GATE
 HX2915'ON LEFT AND ETT.  THIS IS ABOUT 150 FEET WEST OF A
 HX2915'WHITE FRAME HOUSE.  PACK
 HX2915'NORTHEAST ACROSS FLATS AND THEN UPHILL ACROSS OPEN PASTURE TO EDGE OF
 HX2915'TIMBER, CONTINUE IN A
 HX2915'NORTHEASTERLY DIRECTION, UPHILL, KEEPING ON THE MAIN
 HX2915'RIDGE, ALONG A BLAZED TRAIL FOR
 HX2915'ABOUT 40 MINUTES TO THE HIGHEST POINT, TWO
 HX2915'BLAZED MAPLE TREES AND THE STATION.
 HX2915'
 HX2915'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF CONCRETE FILLED
 HX2915'3-INCH ORANGEBURG PIPE.
 HX2915'
 HX2915'STATION MARK IS STAMPED LITTLE 1961 AND PROJECTS ABOUT 2 INCHES.  IT
 HX2915'IS 19.4 FEET EAST OF
 HX2915'A 4-INCH MAPLE TREE WHICH HAS A METAL WITNESS SIGN ATTACHED,
 HX2915'34 FEET SOUTH-SOUTHEAST OF A 20-INCH
 HX2915'TRIANGULAR BLAZED MAPLE TREE
 HX2915'AND 42 FEET NORTH-NORTHEAST OF A 24-INCH TRIANGULAR
 HX2915'BLAZED MAPLE TREE.
 HX2915'
 HX2915'REFERENCE MARK NUMBER 1 IS STAMPED LITTLE NO 1 1961 AND PROJECTS
 HX2915'ABOUT 4 INCHES.  IT
 HX2915'IS 19 FEET NORTHWEST OF THE BLAZED 20-INCH MAPLE TREE AND 46
 HX2915'FEET NORTH OF THE 4-INCH MAPLE
 HX2915'TREE WITH THE METAL SIGN ATTACHED.
 HX2915'
 HX2915'REFERENCE MARK NUMBER 2 IS STAMPED LITTLE NO 2 1961 AND PROJECTS
 HX2915'ABOUT 4 INCHES.  IT
 HX2915'IS 82 FEET SOUTH-SOUTHWEST OF THE BLAZED 20-INCH MAPLE TREE,
 HX2915'49 FEET SOUTH-SOUTHWEST OF THE
 HX2915'4-INCH MAPLE TREE WITH THE METAL SIGN ATTACHED
 HX2915'AND 24 FEET SOUTHWEST OF THE BLAZED 24-INCH MAPLE TREE.
 HX2915'
 HX2915'THIS IS ABOUT A 1 HOUR PACK FROM THE END OF TRUCK TRAVEL.
 HX2915'
 HX2915'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3135 ***********************************************************************
 HX3135  DESIGNATION -  LIVERPOOL
 HX3135  PID         -  HX3135
 HX3135  STATE/COUNTY-  WV/JACKSON
 HX3135  USGS QUAD   -  LIVERPOOL (1975)
 HX3135
 HX3135                         *CURRENT SURVEY CONTROL
 HX3135  ___________________________________________________________________
 HX3135* NAD 83(1995)-  38 52 42.08347(N)    081 33 29.33557(W)     ADJUSTED  
 HX3135* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 HX3135  ___________________________________________________________________
 HX3135  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 HX3135  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HX3135
 HX3135  HORZ ORDER  -  SECOND
 HX3135
 HX3135.The horizontal coordinates were established by classical geodetic methods
 HX3135.and adjusted by the National Geodetic Survey in April 1998..
 HX3135
 HX3135.The orthometric height was scaled from a topographic map.
 HX3135
 HX3135.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3135
 HX3135.The geoid height was determined by GEOID03.
 HX3135
 HX3135;                    North         East     Units Scale Factor Converg.
 HX3135;SPC WV S     -   208,630.348   551,567.244   MT  0.99999894   -0 20 42.2
 HX3135;SPC WV N     -    44,050.086   421,416.215   MT  1.00002522   -1 18 45.5
 HX3135;UTM  17      - 4,303,425.831   451,586.109   MT  0.99962886   -0 21 01.2
 HX3135
 HX3135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3135!SPC WV S     -   0.99995278  x   0.99999894  =   0.99995172
 HX3135!SPC WV N     -   0.99995278  x   1.00002522  =   0.99997800
 HX3135!UTM  17      -   0.99995278  x   0.99962886  =   0.99958165
 HX3135
 HX3135:                Primary Azimuth Mark                     Grid Az
 HX3135:SPC WV S     -  LIVERPOOL AZ MK                          045 18 34.0
 HX3135:SPC WV N     -  LIVERPOOL AZ MK                          046 16 37.3
 HX3135:UTM  17      -  LIVERPOOL AZ MK                          045 18 53.0
 HX3135
 HX3135|---------------------------------------------------------------------|
 HX3135| PID    Reference Object                     Distance      Geod. Az  |
 HX3135|                                                           dddmmss.s |
 HX3135| DC4559 LIVERPOOL AZ MK                                    0445751.8 |
 HX3135| DC4561 LIVERPOOL RM 2                       36.350 METERS 11532     |
 HX3135| DC4560 LIVERPOOL RM 1                       32.251 METERS 35901     |
 HX3135|---------------------------------------------------------------------|
 HX3135
 HX3135                          SUPERSEDED SURVEY CONTROL
 HX3135
 HX3135  NAD 83(1995)-  38 52 42.08867(N)    081 33 29.34079(W) AD(       ) 2
 HX3135  NAD 83(1986)-  38 52 42.08897(N)    081 33 29.34063(W) AD(       ) 2
 HX3135  NAD 27      -  38 52 41.78300(N)    081 33 29.89900(W) AD(       ) 2
 HX3135
 HX3135.Superseded values are not recommended for survey control.
 HX3135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3135.See file dsdata.txt to determine how the superseded data were derived.
 HX3135
 HX3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5158603426(NAD 83)
 HX3135_MARKER: DS = TRIANGULATION STATION DISK
 HX3135_SETTING: 0 = UNSPECIFIED SETTING
 HX3135
 HX3135  HISTORY     - Date     Condition        Report By
 HX3135  HISTORY     - 1944     MONUMENTED       CGS
 HX3135
 HX3135                          STATION DESCRIPTION
 HX3135
 HX3135'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3135'STATION IS LOCATED
 HX3135'APPROXIMATELY 2
 HX3135'MILES SW OF LIVERPOOL, 3 MILES N OF U.S.
 HX3135'HIGHWAY 33, ON A PROMINENT
 HX3135'TIMBERED KNOB.  THE MARK IS ON THE
 HX3135'HIGHEST PART OF THE HILL, 135 FEET S OF A
 HX3135'DIRT ROAD, 12 FEET NW
 HX3135'OF A TRIANGULAR-BLAZED OAK TREE, AND 3 FEET E OF A WITNESS
 HX3135'POST.  THE
 HX3135'DISK IS STAMPED LIVERPOOL 1944.
 HX3135'
 HX3135'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3135'DISKS SET IN  CONCRETE.
 HX3135'
 HX3135'REFERENCE MARK 1 IS 17 FEET E OF THE CENTER LINE OF DIRT
 HX3135'ROAD AND IS
 HX3135'STAMPED LIVERPOOL NO 1 1944.
 HX3135'
 HX3135'REFERENCE MARK 2 IS 30 FEET S OF A DIM TRACK ROAD AND IS
 HX3135'STAMPED LIVERPOOL NO 2 1944.
 HX3135'
 HX3135'AZIMUTH MARK IS 10 FEET N OF THE CENTER LINE OF DIRT ROAD
 HX3135'AND 2 FEET S OF A
 HX3135'WITNESS POST.  IT IS STAMPED LIVERPOOL 1944.
 HX3135'
 HX3135'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14
 HX3135'AND U.S. HIGHWAY
 HX3135'33 IN SPENCER, GO W ON HIGHWAY 33 FOR 13.75
 HX3135'MILES TO MARSHALL, CONTINUE ON
 HX3135'HIGHWAY 33 FOR 2.35 MILES TO
 HX3135'DIRT T-ROAD RIGHT, TURN RIGHT AND GO 0.6 MILE TO
 HX3135'A FORK, TAKE
 HX3135'RIGHT FORK AND GO 0.9 MILE TO CROSSROADS AND A FARMHOUSE IN THE
 HX3135'NE ANGLE,
 HX3135'CONTINUE STRAIGHT AHEAD 3.4 MILES TO A FORK, TAKE LEFT
 HX3135'FORK AND GO 0.05 MILE TO A
 HX3135'FORK, TAKE LEFT FORK FOR 0.1 MILE TO
 HX3135'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR
 HX3135'0.2 MILE TO A TRIANGULAR-
 HX3135'BLAZED OAK TREE ON THE RIGHT, TURN LEFT ON A DIM TRACK
 HX3135'ROAD AND
 HX3135'CONTINUE S FOR 0.1 MILE TO THE HIGHEST PART OF THE HILL
 HX3135'AND THE STATION.
 HX3135'
 HX3135'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0633 ***********************************************************************
 GX0633  DESIGNATION -  LM 87
 GX0633  PID         -  GX0633
 GX0633  STATE/COUNTY-  WV/SUMMERS
 GX0633  USGS QUAD   -  HINTON (1976)
 GX0633
 GX0633                         *CURRENT SURVEY CONTROL
 GX0633  ___________________________________________________________________
 GX0633* NAD 83(1986)-  37 39 18.     (N)    080 55 44.     (W)     SCALED    
 GX0633* NAVD 88     -       541.487  (meters)    1776.53   (feet)  ADJUSTED  
 GX0633  ___________________________________________________________________
 GX0633  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0633  DYNAMIC HT  -         541.038 (meters)    1775.06  (feet)  COMP
 GX0633  MODELED GRAV-     979,783.2   (mgal)                       NAVD 88
 GX0633
 GX0633  VERT ORDER  -  SECOND    CLASS 0
 GX0633
 GX0633.The horizontal coordinates were scaled from a topographic map and have
 GX0633.an estimated accuracy of +/- 6 seconds.
 GX0633
 GX0633.The orthometric height was determined by differential leveling
 GX0633.and adjusted by the National Geodetic Survey in June 1991..
 GX0633
 GX0633.The geoid height was determined by GEOID03.
 GX0633
 GX0633.The dynamic height is computed by dividing the NAVD 88
 GX0633.geopotential number by the normal gravity value computed on the
 GX0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0633.degrees latitude (g = 980.6199 gals.).
 GX0633
 GX0633.The modeled gravity was interpolated from observed gravity values.
 GX0633
 GX0633;                    North         East    Units  Estimated Accuracy
 GX0633;SPC WV S     -    72,700.      606,280.      MT  (+/- 180 meters Scaled)
 GX0633
 GX0633                          SUPERSEDED SURVEY CONTROL
 GX0633
 GX0633  NGVD 29 (??/??/92)  541.646  (m)         1777.05   (f) ADJ UNCH    2 0
 GX0633
 GX0633.Superseded values are not recommended for survey control.
 GX0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0633.See file dsdata.txt to determine how the superseded data were derived.
 GX0633
 GX0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB062675(NAD 83)
 GX0633_MARKER: DB = BENCH MARK DISK
 GX0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0633_SP_SET: CULVERT
 GX0633_STAMPING: L M 87 1960
 GX0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0633
 GX0633  HISTORY     - Date     Condition        Report By
 GX0633  HISTORY     - 1960     MONUMENTED       CGS
 GX0633
 GX0633                          STATION DESCRIPTION
 GX0633
 GX0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX0633'3 MI SW FROM HINTON.
 GX0633'ABOUT 1.1 MILE NORTH AND WEST AND SOUTH ALONG STATE HIGHWAY 3
 GX0633'ALTERNATE FROM THE POST OFFICE AT HINTON, THENCE ABOUT 1.9
 GX0633'MILES SOUTHWEST ALONG STATE HIGHWAY 3, 1.55 MILES SOUTHWEST OF
 GX0633'BEECH RUN BAPTIST CHURCH, ON THE OUTSIDE OF A HAIRPIN CURVE,
 GX0633'30 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN TOP AND
 GX0633'1 1/2 FEET EAST OF THE WEST END OF THE CURVED NORTH CONCRETE
 GX0633'HEAD WALL OF A 8-FOOT CONCRETE AND STONE CULVERT UNDER THE
 GX0633'HIGHWAY, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1860 ***********************************************************************
 JX1860  DESIGNATION -  LOCAL SURVEY MK NEAR VALENTINE
 JX1860  PID         -  JX1860
 JX1860  STATE/COUNTY-  WV/MARION
 JX1860  USGS QUAD   -  GRANT TOWN (1976)
 JX1860
 JX1860                         *CURRENT SURVEY CONTROL
 JX1860  ___________________________________________________________________
 JX1860* NAD 83(1995)-  39 33 15.63150(N)    080 07 45.15883(W)     ADJUSTED  
 JX1860* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 JX1860  ___________________________________________________________________
 JX1860  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 JX1860  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JX1860
 JX1860  HORZ ORDER  -  SECOND
 JX1860
 JX1860.The horizontal coordinates were established by classical geodetic methods
 JX1860.and adjusted by the National Geodetic Survey in April 1998..
 JX1860
 JX1860.The orthometric height was scaled from a topographic map.
 JX1860
 JX1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1860
 JX1860.The geoid height was determined by GEOID03.
 JX1860
 JX1860;                    North         East     Units Scale Factor Converg.
 JX1860;SPC WV N     -   117,239.258   545,925.203   MT  0.99994152   -0 24 04.7
 JX1860;UTM  17      - 4,378,657.497   574,811.813   MT  0.99966891   +0 33 16.4
 JX1860
 JX1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1860!SPC WV N     -   0.99993486  x   0.99994152  =   0.99987639
 JX1860!UTM  17      -   0.99993486  x   0.99966891  =   0.99960380
 JX1860
 JX1860                          SUPERSEDED SURVEY CONTROL
 JX1860
 JX1860  NAD 83(1986)-  39 33 15.63053(N)    080 07 45.16665(W) AD(       ) 2
 JX1860  NAD 27      -  39 33 15.34050(N)    080 07 45.88200(W) AD(       ) 2
 JX1860
 JX1860.Superseded values are not recommended for survey control.
 JX1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1860.See file dsdata.txt to determine how the superseded data were derived.
 JX1860
 JX1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7481278657(NAD 83)
 JX1860_MARKER: Z = SEE DESCRIPTION
 JX1860_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JX1860_SP_SET: OBJECT DRIVEN INTO GROUND
 JX1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1860
 JX1860  HISTORY     - Date     Condition        Report By
 JX1860  HISTORY     - 1941     MONUMENTED       CGS
 JX1860
 JX1860                          STATION DESCRIPTION
 JX1860
 JX1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1860'THE STATION IS ABOUT 2 MILES NNW OF THE TOWN OF RIVESVILLE ON A
 JX1860'PASTURE KNOB OWNED
 JX1860'BY C.L. VALENTINE.  IT IS ABOUT 15 FEET N OF A FENCE
 JX1860'AND 5.993 METERS OR 19.66
 JX1860'FEET NW OF STATION VALENTINE WHICH IS
 JX1860'ON THE HIGHEST POINT OF THE HILL AND 3-1/2
 JX1860'FEET N OF THE FENCE.
 JX1860'THE LOCAL MARK IS AN IRON RAIL SECTION DRIVEN FLUSH WITH THE
 JX1860'GROUND AND
 JX1860'BEARING AN IDENTATION IN THE THICKER PART OF THE RAIL
 JX1860'CROSS SECTION.  IT IS SAID TO
 JX1860'BE THE SURVEY MARK OF AN UNNOWN
 JX1860'MINING COMPANY.
 JX1860'
 JX1860'TO REACH FROM THE POST OFFICE IN RIVESVILLE AT THE RIGHT-ANGLE
 JX1860'TURN IN U.S.
 JX1860'HIGHWAY 19, GO NORTHERLY ON U.S. HIGHWAY 19 FOR 1.5
 JX1860'MILES AND TURN LEFT, THENCE
 JX1860'WESTERLY AND NORTHWESTERLY 0.3 MILE TO
 JX1860'MR. VALENTINES HOUSE AND THE AZIMUTH MARK
 JX1860'ABOUT 200 YARDS TO THE
 JX1860'E.  PASS THROUGH THE BARNYARD AND MEANDER WEST-NORTHWESTERLY
 JX1860'ABOUT 1/2 MILE
 JX1860'TO THE TOP OF THE HILL AND THE STATION.
 JX1860'
 JX1860'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION VALENTINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2224 ***********************************************************************
 HY2224  DESIGNATION -  LOCK
 HY2224  PID         -  HY2224
 HY2224  STATE/COUNTY-  WV/MASON
 HY2224  USGS QUAD   -  APPLE GROVE (1987)
 HY2224
 HY2224                         *CURRENT SURVEY CONTROL
 HY2224  ___________________________________________________________________
 HY2224* NAD 83(1995)-  38 40 49.36232(N)    082 11 10.08560(W)     ADJUSTED  
 HY2224* NAVD 88     -       173.8    (meters)     570.     (feet)  VERTCON   
 HY2224  ___________________________________________________________________
 HY2224  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 HY2224  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HY2224
 HY2224  HORZ ORDER  -  SECOND
 HY2224
 HY2224.The horizontal coordinates were established by classical geodetic methods
 HY2224.and adjusted by the National Geodetic Survey in April 1998..
 HY2224
 HY2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2224
 HY2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2224
 HY2224.The geoid height was determined by GEOID03.
 HY2224
 HY2224;                    North         East     Units Scale Factor Converg.
 HY2224;SPC WV S     -   187,167.559   496,795.359   MT  0.99996306   -0 43 59.7
 HY2224;SPC OH S     -    75,579.486   627,311.145   MT  1.00001083   +0 11 57.0
 HY2224;UTM  17      - 4,281,976.288   396,828.384   MT  0.99973108   -0 44 28.9
 HY2224
 HY2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2224!SPC WV S     -   0.99997799  x   0.99996306  =   0.99994105
 HY2224!SPC OH S     -   0.99997799  x   1.00001083  =   0.99998882
 HY2224!UTM  17      -   0.99997799  x   0.99973108  =   0.99970907
 HY2224
 HY2224|---------------------------------------------------------------------|
 HY2224| PID    Reference Object                     Distance      Geod. Az  |
 HY2224|                                                           dddmmss.s |
 HY2224| DB9624 LOCK RM 1                             9.237 METERS 08642     |
 HY2224| HY2223 APPLE GROVE GOODYEAR TK             APPROX. 2.0 KM 1442007.6 |
 HY2224| DB9625 LOCK RM 2                             9.435 METERS 35510     |
 HY2224|---------------------------------------------------------------------|
 HY2224
 HY2224                          SUPERSEDED SURVEY CONTROL
 HY2224
 HY2224  NAD 83(1995)-  38 40 49.36677(N)    082 11 10.09107(W) AD(       ) 2
 HY2224  NAD 83(1986)-  38 40 49.37092(N)    082 11 10.09152(W) AD(       ) 2
 HY2224  NAD 27      -  38 40 49.07299(N)    082 11 10.56601(W) AD(       ) 2
 HY2224  NGVD 29 (07/19/86)  174.0    (m)          571.     (f) VERT ANG       
 HY2224
 HY2224.Superseded values are not recommended for survey control.
 HY2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2224.See file dsdata.txt to determine how the superseded data were derived.
 HY2224
 HY2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9682881976(NAD 83)
 HY2224_MARKER: DD = SURVEY DISK
 HY2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2224_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2224
 HY2224  HISTORY     - Date     Condition        Report By
 HY2224  HISTORY     - 1976     MONUMENTED       NGS
 HY2224
 HY2224                          STATION DESCRIPTION
 HY2224
 HY2224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2224'THE STATION IS ABOUT 6.5 MILES SOUTH OF GALLIPOLIS FERRY,WEST
 HY2224'VIRGINIA, 1 MILE EAST OF EUREKA OHIO, 11 MILES SOUTH-SOUTHWEST
 HY2224'OF POINT PLEASANT, WEST VIRGINIA, 9 MILES NORTHEAST OF CROWN
 HY2224'CITY, OHIO, ON THE PROPERTY OF THE U.S. CORPS OF ENGINEERS.
 HY2224'
 HY2224'TO REACH THE STATION FROM THE POST OFFICE IN GALLIPOLIS FERRY,
 HY2224'WEST VIRGINIA, GO SOUTHERLY ON WEST VIRGINIA STATE HIGHWAY 2
 HY2224'FOR 5.75 MILES TO A SIDE ROAD RIGHT AT A SIGN (GALLIPOLIS LOCKS)
 HY2224'ON THE LEFT. TURN RIGHT AND GO WEST AND SOUTH ON A PAVED ROAD
 HY2224'FOR 1.0 MILE TO TRIANGULATION STATION GALLIA ON THE LEFT,
 HY2224'CONTINUE SOUTH FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND
 HY2224'GO SOUTHEAST FOR 0.2 MILE TO A PARKING AREA AND THE STATION
 HY2224'ABOUT 200 FEET TO THE SOUTH-SOUTHEAST.
 HY2224'
 HY2224'STATION MARKS ARE STANDARD DISKS STAMPED---LOCK 1975---. THE
 HY2224'SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HY2224'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS
 HY2224'17.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK,
 HY2224'PUMPHOUSE, 49.0 FEET SOUTHEAST OF THE CORNER OF AN L-SHAPED SIDE
 HY2224'WALK. THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 HY2224'CONCRETE THAT IS 42 INCHES BELOW THE SURFACE OF THE GROUND.
 HY2224'
 HY2224'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---LOCK NO 1 1975---, SET
 HY2224'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 HY2224'FLUSH WITH THE GROUND SURFACE. IT IS 29.0 FEET NORTHEAST OF THE
 HY2224'NORTHWEST CORNER OF THE CONCRETE BLOCK, PUMPHOUSE AND 75.0 FEET
 HY2224'EAST-SOUTHEAST OF THE CORNER OF THE SIDEWALK.
 HY2224'
 HY2224'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---LOCK NO 2 1975---, SET
 HY2224'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 HY2224'FLUSH WITH THE GROUND SURFACE. IT IS 48.1 FEET NORTH-NORTHWEST OF
 HY2224'THE NORTHWEST CORNER OF THE CONCRETE BLOCK, PUMPHOUSE, AND 37.5
 HY2224'FEET NORTH-NORTHEAST OF THE CORNER OF THE SIDEWALK.
 HY2224'
 HY2224'STATION GALLIA WILL SERVE AS THE AZIMUTH MARK.
 HY2224'HEIGHT OF LIGHT ABOVE MARK IS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3182 ***********************************************************************
 KY3182  DESIGNATION -  LOCK 12
 KY3182  PID         -  KY3182
 KY3182  STATE/COUNTY-  WV/OHIO
 KY3182  USGS QUAD   -  WHEELING (1994)
 KY3182
 KY3182                         *CURRENT SURVEY CONTROL
 KY3182  ___________________________________________________________________
 KY3182* NAD 83(1995)-  40 06 17.34036(N)    080 42 13.85718(W)     ADJUSTED  
 KY3182* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 KY3182  ___________________________________________________________________
 KY3182  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 KY3182  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY3182
 KY3182  HORZ ORDER  -  THIRD
 KY3182
 KY3182.The horizontal coordinates were established by classical geodetic methods
 KY3182.and adjusted by the National Geodetic Survey in April 1998..
 KY3182
 KY3182.The orthometric height was scaled from a topographic map.
 KY3182
 KY3182.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3182
 KY3182.The geoid height was determined by GEOID03.
 KY3182
 KY3182;                    North         East     Units Scale Factor Converg.
 KY3182;SPC WV N     -   178,854.546   497,361.604   MT  0.99997561   -0 46 04.0
 KY3182;SPC OH S     -   235,194.466   753,137.654   MT  1.00001493   +1 08 22.9
 KY3182;UTM  17      - 4,439,432.982   525,240.667   MT  0.99960784   +0 11 26.8
 KY3182
 KY3182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3182!SPC WV N     -   0.99997570  x   0.99997561  =   0.99995131
 KY3182!SPC OH S     -   0.99997570  x   1.00001493  =   0.99999063
 KY3182!UTM  17      -   0.99997570  x   0.99960784  =   0.99958355
 KY3182
 KY3182|---------------------------------------------------------------------|
 KY3182| PID    Reference Object                     Distance      Geod. Az  |
 KY3182|                                                           dddmmss.s |
 KY3182| KY3183 NO X                                  5.118 METERS 01052     |
 KY3182| CX4060 LOCK 12 RM 1                          6.947 METERS 10105     |
 KY3182| KY3215 BRIDGEPORT TV STA WTRF OLD TWR      APPROX. 6.4 KM 2202526.0 |
 KY3182| KY3194 MARTINS FERRY POWER CO STACK        APPROX. 1.9 KM 2295410.0 |
 KY3182| KY3193 MARTINS FERRY ST JOHNS CHURCH       APPROX. 1.8 KM 2421012.2 |
 KY3182| KY3198 MARTINS FERRY STEEL CO S STACK      APPROX. 0.9 KM 2462711.7 |
 KY3182| KY3200 MARTINS FERRY STEEL CO N STACK      APPROX. 0.7 KM 2682039.0 |
 KY3182|---------------------------------------------------------------------|
 KY3182
 KY3182                          SUPERSEDED SURVEY CONTROL
 KY3182
 KY3182  NAD 83(1986)-  40 06 17.34693(N)    080 42 13.86548(W) AD(       ) 3
 KY3182  NAD 27      -  40 06 17.09470(N)    080 42 14.57920(W) AD(       ) 3
 KY3182
 KY3182.Superseded values are not recommended for survey control.
 KY3182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3182.See file dsdata.txt to determine how the superseded data were derived.
 KY3182
 KY3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2524139433(NAD 83)
 KY3182_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3182_SETTING: 0 = UNSPECIFIED SETTING
 KY3182
 KY3182  HISTORY     - Date     Condition        Report By
 KY3182  HISTORY     - 1963     MONUMENTED       CGS
 KY3182
 KY3182                          STATION DESCRIPTION
 KY3182
 KY3182'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3182'THE STATION IS LOCATED ON THE EAST SIDE OF THE OHIO RIVER, IN THE
 KY3182'WEST EDGE OF THE EAST WALL OF LOCK 12, IN THE WEST EDGE OF THE
 KY3182'VILLAGE OF WARWOOD, ABOUT 3 MILES NORTH OF THE JUNCTION OF U.S.
 KY3182'HIGHWAY 40 AND STATE HIGHWAY 2 IN WHEELING.  IT IS A STANDARD DISK
 KY3182'STAMPED LOCK 12 1963, CEMENTED IN A DRILLED HOLE IN THE CONCRETE
 KY3182'WALL OF THE LOCK. IT IS 120 FEET WEST OF THE SOUTHWEST CORNER OF
 KY3182'THE U.S. ENGINEERS OFFICE BUILDING, 4 FEET
 KY3182'EAST OF THE WEST EDGE OF THE EAST LOCK WALL.
 KY3182'
 KY3182'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LOCK 12 NO 1 1963,
 KY3182'CEMENTED IN A DRILLED HOLE IN THE EAST WALL OF THE LOCK.  IT IS
 KY3182'100 FEET WEST OF THE SOUTHWEST CORNER OF THE U.S.
 KY3182'ENGINEERS OFFICE BUILDING, AND 26 FEET EAST OF THE WEST EDGE OF
 KY3182'THE EAST LOCK WALL.
 KY3182'
 KY3182'NO. X (USE) IS A STANDARD DISK STAMPED NO. X EL 194, CEMENTED IN A
 KY3182'DRILLED HOLE IN THE EAST WALL OF THE LOCK.  IT IS 118 FEET WEST OF
 KY3182'THE SOUTHWEST CORNER OF THE U.S.  ENGINEERS OFFICE BUILDING, AND
 KY3182'3 FEET EAST OF THE WEST EDGE OF THE EAST LOCK WALL.
 KY3182'
 KY3182'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2901 ***********************************************************************
 HX2901  DESIGNATION -  LOCUST
 HX2901  PID         -  HX2901
 HX2901  STATE/COUNTY-  WV/WEBSTER
 HX2901  USGS QUAD   -  COWEN (1995)
 HX2901
 HX2901                         *CURRENT SURVEY CONTROL
 HX2901  ___________________________________________________________________
 HX2901* NAD 83(1995)-  38 28 45.19914(N)    080 30 57.27922(W)     ADJUSTED  
 HX2901* NAVD 88     -       825.7    (meters)    2709.     (feet)  VERTCON   
 HX2901  ___________________________________________________________________
 HX2901  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 HX2901  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HX2901
 HX2901  HORZ ORDER  -  SECOND
 HX2901
 HX2901.The horizontal coordinates were established by classical geodetic methods
 HX2901.and adjusted by the National Geodetic Survey in April 1998..
 HX2901
 HX2901.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2901
 HX2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2901
 HX2901.The geoid height was determined by GEOID03.
 HX2901
 HX2901;                    North         East     Units Scale Factor Converg.
 HX2901;SPC WV S     -   164,288.707   642,237.786   MT  0.99993887   +0 17 57.3
 HX2901;UTM  17      - 4,259,098.861   542,223.779   MT  0.99962196   +0 18 04.4
 HX2901
 HX2901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2901!SPC WV S     -   0.99987535  x   0.99993887  =   0.99981422
 HX2901!UTM  17      -   0.99987535  x   0.99962196  =   0.99949735
 HX2901
 HX2901|---------------------------------------------------------------------|
 HX2901| PID    Reference Object                     Distance      Geod. Az  |
 HX2901|                                                           dddmmss.s |
 HX2901| DC4563 LOCUST RM 1                          21.878 METERS 00627     |
 HX2901| DC4564 LOCUST RM 2                          22.568 METERS 24103     |
 HX2901|---------------------------------------------------------------------|
 HX2901
 HX2901                          SUPERSEDED SURVEY CONTROL
 HX2901
 HX2901  NAD 83(1986)-  38 28 45.20579(N)    080 30 57.29134(W) AD(       ) 2
 HX2901  NAD 27      -  38 28 44.82340(N)    080 30 57.97770(W) AD(       ) 2
 HX2901  NGVD 29 (07/19/86)  825.9    (m)         2710.     (f) VERT ANG       
 HX2901
 HX2901.Superseded values are not recommended for survey control.
 HX2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2901.See file dsdata.txt to determine how the superseded data were derived.
 HX2901
 HX2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC4222459099(NAD 83)
 HX2901_MARKER: DS = TRIANGULATION STATION DISK
 HX2901_SETTING: 0 = UNSPECIFIED SETTING
 HX2901
 HX2901  HISTORY     - Date     Condition        Report By
 HX2901  HISTORY     - 1961     MONUMENTED       CGS
 HX2901  HISTORY     - 1975     GOOD             DUNLAP
 HX2901  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX2901
 HX2901                          STATION DESCRIPTION
 HX2901
 HX2901'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2901'STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF WEBSTER SPRINGS AND
 HX2901'ABOUT 5 MILES
 HX2901'NORTHEAST OF COWEN AND ON THE SOUTH END OF A TIMBERED KNOB.  IT IS
 HX2901'19 FEET SOUTHEAST OF AN 8
 HX2901'INCH OAK TREE, 12.5 FEET SOUTH OF A 12 INCH MAPLE
 HX2901'TREE, 2.5 FEET WEST OF LARGE BOULDER AND 2.3
 HX2901'FEET WEST OF METAL WITNESS
 HX2901'POST WITH SIGN.  STATION IS MARKED BY A STANDARD DISK CEMENTED
 HX2901'IN THE TOP OF A 4 INCH
 HX2901'ORANGEBURG PIPE THAT PROJECTS 7 INCHES ABOVE THE SURFACE OF THE
 HX2901'GROUND AND THE DISK IS STAMPED
 HX2901'LOCUST 1961.
 HX2901'TO REACH THE STATION FROM THE POST OFFICE IN LITTLE BIRCH, (ABOUT 7
 HX2901'MILES SOUTH OF
 HX2901'SUTTON), GO SOUTHERLY ON US HIGHWAY NO. 19 FOR 1.0 MILE TO
 HX2901'FORK.  TAKE LEFT FORK AND GO
 HX2901'NORTHEAST ON SURFACED ROAD FOR 11.0 MILES TO
 HX2901'RAILROAD CROSSING AT THE VILLAGE OF ERBACON.
 HX2901'CONTINUE EASTERLY CROSSING
 HX2901'RAILROAD AND GO O.0 MILES TO A SIDE ROAD LEFT LOST RUN ROAD.
 HX2901'TURN LEFT AND GO
 HX2901'NORTHERLY ON LOST RUN ROAD FOR 0.7 MILE TO SIDE ROAD RIGHT, TURN
 HX2901'RIGHT AND GO EASTERLY FOR
 HX2901'0.2 MILE TO FORK.  KEEP LEFT FORK AND GO NORTH AND EAST
 HX2901'FOR 1.25 MILES TO FORK, TAKE LEFT FORK
 HX2901'AND GO 0.65 MILE TO FORK.  TAKE LEFT
 HX2901'FORK AND GO NORTH AND WEST UP HILL FOR 0.5 MILE TO A SIDE
 HX2901'ROAD LEFT.  TURN LEFT
 HX2901'AND GO SOUTH FOR 0.2 MILE TO WHERE ROAD MAKES SHARP BEND AND END OF
 HX2901'TRUCK TRAVEL.  FROM END
 HX2901'OF TRUCK TRAVEL PACK NORTH UP STEEP HILL FOR ABOUT
 HX2901'0.2 MILE AND STATION AS DESCRIBED.
 HX2901'
 HX2901'REFERENCE MARK NO. 1 IS 9 FEET SOUTH OF A 14 INCH OAK TREE AND 2.5
 HX2901'FEET EAST OF 6 INCH
 HX2901'MAPLE TREE.  IT IS MARKED BY A STANDARD DISK CEMENTED IN THE
 HX2901'TOP OF A 4 INCH ORANGEBURG PIPE
 HX2901'THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF
 HX2901'THE GROUND AND THE DISK IS STAMPED LOCUST NO 1 1961.
 HX2901'
 HX2901'REFERENCE MARK NO. 2 IS 13.5 FEET NORTHEAST OF A 10 INCH MAPLE TREE
 HX2901'AND 4.5 FEET SOUTH
 HX2901'OF AN 18 INCH OAK TREE.  IT IS MARKED BY A STANDARD DISK
 HX2901'CEMENTED IN THE TOP OF A 4 INCH
 HX2901'ORANGEBURG PIPE THAT PROJECTS 7 INCHES ABOVE
 HX2901'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 HX2901'LOCUST NO 2 1961.
 HX2901'
 HX2901'HEIGHT OF LIGHT ABOVE STATION MARK 26.05 METERS.
 HX2901
 HX2901                          STATION RECOVERY (1975)
 HX2901
 HX2901'RECOVERY NOTE BY DUNLAP ASSOCIATES 1975
 HX2901'USGS 1961 RECOVERED EXCELLENT.
 HX2901'
 HX2901'NEED TO MOVE MARK AS IT IS IN DANGER OF BEING DESTROYED BY SURFACE
 HX2901'MINING OPERATIONS, WHICH SURROUND THE AREA.
 HX2901'
 HX2901'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHEAST OF THE
 HX2901'TOWN OF COWEN, WV.
 HX2901
 HX2901                          STATION RECOVERY (1976)
 HX2901
 HX2901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HX2901'THE STATION AND ALL MARKS WERE DESTROYED BY STRIP MINE OPERATIONS
 HX2901'IN THE FALL OF 1975.
 HX2901'
 HX2901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHEAST
 HX2901'OF COWEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3462 ***********************************************************************
 GX3462  DESIGNATION -  LOGAN
 GX3462  PID         -  GX3462
 GX3462  STATE/COUNTY-  WV/LOGAN
 GX3462  USGS QUAD   -  LOGAN (1989)
 GX3462
 GX3462                         *CURRENT SURVEY CONTROL
 GX3462  ___________________________________________________________________
 GX3462* NAD 83(1995)-  37 51 25.04056(N)    081 58 15.66036(W)     ADJUSTED  
 GX3462* NAVD 88     -       602.4    (meters)    1976.     (feet)  VERTCON   
 GX3462  ___________________________________________________________________
 GX3462  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 GX3462  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GX3462
 GX3462  HORZ ORDER  -  THIRD
 GX3462
 GX3462.The horizontal coordinates were established by classical geodetic methods
 GX3462.and adjusted by the National Geodetic Survey in April 1998..
 GX3462
 GX3462.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3462
 GX3462.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3462
 GX3462.The geoid height was determined by GEOID03.
 GX3462
 GX3462;                    North         East     Units Scale Factor Converg.
 GX3462;SPC WV S     -    95,559.451   514,554.337   MT  0.99994192   -0 36 01.0
 GX3462;UTM  17      - 4,190,388.377   414,580.973   MT  0.99968987   -0 35 45.4
 GX3462
 GX3462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3462!SPC WV S     -   0.99991048  x   0.99994192  =   0.99985241
 GX3462!UTM  17      -   0.99991048  x   0.99968987  =   0.99960038
 GX3462
 GX3462|---------------------------------------------------------------------|
 GX3462| PID    Reference Object                     Distance      Geod. Az  |
 GX3462|                                                           dddmmss.s |
 GX3462| DC4569 LOGAN RM 1                            5.502 METERS 18440     |
 GX3462| GX3459 LOGAN RADIO STA WVOW SE TOWER       149.346 METERS 19109     |
 GX3462| GX3460 LOGAN RADIO STA WVOW SW TOWER       189.429 METERS 20532     |
 GX3462| GX3458 LOGAN RADIO STA WVOW NW TOWER       101.455 METERS 24648     |
 GX3462| GX3457 LOGAN RADIO STA WVOW NE TOWER        43.376 METERS 24855     |
 GX3462| DC4568 LOGAN AZ MK                                        2604016.1 |
 GX3462| GX3461 LOGAN RADIO STATION WLOG TOWER      APPROX. 0.7 KM 2605054.8 |
 GX3462| DC4570 LOGAN RM 2                            5.884 METERS 31110     |
 GX3462|---------------------------------------------------------------------|
 GX3462
 GX3462                          SUPERSEDED SURVEY CONTROL
 GX3462
 GX3462  NAD 83(1995)-  37 51 25.04218(N)    081 58 15.66109(W) AD(       ) 3
 GX3462  NAD 83(1986)-  37 51 25.04824(N)    081 58 15.66629(W) AD(       ) 3
 GX3462  NAD 27      -  37 51 24.66850(N)    081 58 16.21810(W) AD(       ) 3
 GX3462  NGVD 29 (07/19/86)  602.6    (m)         1977.     (f) VERT ANG       
 GX3462
 GX3462.Superseded values are not recommended for survey control.
 GX3462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3462.See file dsdata.txt to determine how the superseded data were derived.
 GX3462
 GX3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB1458190388(NAD 83)
 GX3462_MARKER: DS = TRIANGULATION STATION DISK
 GX3462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3462
 GX3462  HISTORY     - Date     Condition        Report By
 GX3462  HISTORY     - 1957     MONUMENTED       CGS
 GX3462  HISTORY     - 1975     GOOD             NGS
 GX3462
 GX3462                          STATION DESCRIPTION
 GX3462
 GX3462'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3462'THE STATION IS ON A HIGH HILL, OCCUPIED BY FOUR RADIO TOWERS OF RADIO
 GX3462'STATION WVOW, ABOUT 1-1/2 MILES NORTHEAST OF LOGAN.
 GX3462'
 GX3462'TO REACH FROM THE COURTHOUSE, IN LOGAN, GO WEST ON THE ONE-WAY STREET
 GX3462'FROM THE NORTH SIDE OF THE COURTHOUSE FOR 0.1 MILE TO STOP
 GX3462'LIGHT. TURN RIGHT, GO NORTHERLY, FOR 0.4 MILE TO A ROAD FORK. KEEP
 GX3462'RIGHT, UP HILL, GO 0.1 MILE TO A REVERSE Y ROAD FORK. TURN SHARP
 GX3462'RIGHT, GO 0.1 MILE TO A REVERSE Y ROAD FORK. TURN VERY SHARP LEFT, UP
 GX3462'HILL AND GO 0.35 MILE TO A T-ROAD JUNCTION. TURN RIGHT, DIRT ROAD,
 GX3462'AND GO 0.85 MILE TO A ROAD FORK. TAKE RIGHT FORK, STRAIGHT AHEAD, GO
 GX3462'1.0 MILE TO TOP OF HILL AND THE HOUSE FOR THE WVOW CONTROL STATION
 GX3462'AND THE END OF TRUCK TRAVEL. PACK NORTHERLY FOR ABOUT 100 YARDS
 GX3462'TO HIGHEST PART OF HILL AND THE STATION.
 GX3462'
 GX3462'STATION MARKS ARE STANDARD DISKS STAMPED LOGAN 1957. THE SURFACE DISK
 GX3462'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES. IT IS ON
 GX3462'THE HIGHEST PART OF HILL, ABOUT 150 FEET EAST OF THE NORTHEAST RADIO
 GX3462'TOWER. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 GX3462'CONCRETE ABOUT 32 INCHES BELOW THE SURFACE OF GROUND.
 GX3462'
 GX3462'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOGAN NO. 1 1957, IS
 GX3462'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES. IT IS
 GX3462'ON THE SOUTH SLOPE OF HILL ABOUT 1 FOOT LOWER THAN STATION.
 GX3462'
 GX3462'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOGAN NO. 2 1957, IS
 GX3462'SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES. IT IS
 GX3462'NORTHWEST ON TOP OF HILL AND IN THE SAME ELEVATION AS THE STATION.
 GX3462'
 GX3462'AZIMUTH MARK, A STANDARD DISK STAMPED LOGAN 1957, IS CEMENTED IN A
 GX3462'DRILL HOLE IN OUTCROPPING BEDROCK. IT IS ABOUT 20 FEET SOUTHEAST
 GX3462'OF THE SOUTHEAST LEG OF THE WLOG RADIO STATION TOWER AND 15 FEET
 GX3462'SOUTH OF THE SOUTHWEST CORNER OF BUILDING.
 GX3462'
 GX3462'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY, DOWN HILL,
 GX3462'FOR 1.0 MILE TO A ROAD FORK. TAKE RIGHT FORK, UP STEEP HILL, AND
 GX3462'GO 0.6 MILE TO THE WLOG RADIO TOWER AND THE AZIMUTH MARK.
 GX3462'
 GX3462'HEIGHT OF LIGHT ABOVE STATION MARK 1.29 METERS.
 GX3462
 GX3462                          STATION RECOVERY (1975)
 GX3462
 GX3462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GX3462'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 GX3462'AS DESCRIBED IN THE 1957 DESCRIPTION.
 GX3462'
 GX3462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 GX3462'NORTHEAST OF LOGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3457 ***********************************************************************
 GX3457  DESIGNATION -  LOGAN RADIO STA WVOW NE TOWER
 GX3457  PID         -  GX3457
 GX3457  STATE/COUNTY-  WV/LOGAN
 GX3457  USGS QUAD   -  LOGAN (1989)
 GX3457
 GX3457                         *CURRENT SURVEY CONTROL
 GX3457  ___________________________________________________________________
 GX3457* NAD 83(1995)-  37 51 24.53465(N)    081 58 17.31606(W)     ADJUSTED  
 GX3457* NAVD 88     -                                                        
 GX3457  ___________________________________________________________________
 GX3457  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 GX3457  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GX3457
 GX3457  HORZ ORDER  -  THIRD
 GX3457
 GX3457.The horizontal coordinates were established by classical geodetic methods
 GX3457.and adjusted by the National Geodetic Survey in April 1998..
 GX3457
 GX3457
 GX3457.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3457
 GX3457.The geoid height was determined by GEOID03.
 GX3457
 GX3457;                    North         East     Units Scale Factor Converg.
 GX3457;SPC WV S     -    95,544.279   514,513.705   MT  0.99994194   -0 36 02.0
 GX3457;UTM  17      - 4,190,373.206   414,540.351   MT  0.99968995   -0 35 46.4
 GX3457
 GX3457                          SUPERSEDED SURVEY CONTROL
 GX3457
 GX3457  NAD 83(1995)-  37 51 24.53623(N)    081 58 17.31705(W) AD(       ) 4
 GX3457  NAD 83(1986)-  37 51 24.54270(N)    081 58 17.32244(W) AD(       ) 4
 GX3457  NAD 27      -  37 51 24.16100(N)    081 58 17.88000(W) AD(       ) 3
 GX3457
 GX3457.Superseded values are not recommended for survey control.
 GX3457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3457.See file dsdata.txt to determine how the superseded data were derived.
 GX3457
 GX3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB1454090373(NAD 83)
 GX3457_MARKER: 43 = RADIO/TV TOWER
 GX3457
 GX3457  HISTORY     - Date     Condition        Report By
 GX3457  HISTORY     - 1957     FIRST OBSERVED   CGS
 GX3457
 GX3457                          STATION DESCRIPTION
 GX3457
 GX3457'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3457'THE STATION IS THE FLASHING RED LIGHT ATOP THE CENTER OF A SLENDER
 GX3457'4-LEGGED STEEL STRUCTURE WHICH IS 207 FEET IN HEIGHT, LOCATED ON A
 GX3457'HIGH HILL ABOUT 1 MILE NORTHEAST OF LOGAN.  THE TOWER IS THE
 GX3457'NORTHEAST ONE OF FOUR TOWERS ON THE SAME HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3458 ***********************************************************************
 GX3458  DESIGNATION -  LOGAN RADIO STA WVOW NW TOWER
 GX3458  PID         -  GX3458
 GX3458  STATE/COUNTY-  WV/LOGAN
 GX3458  USGS QUAD   -  LOGAN (1989)
 GX3458
 GX3458                         *CURRENT SURVEY CONTROL
 GX3458  ___________________________________________________________________
 GX3458* NAD 83(1995)-  37 51 23.74467(N)    081 58 19.47525(W)     ADJUSTED  
 GX3458* NAVD 88     -                                                        
 GX3458  ___________________________________________________________________
 GX3458  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 GX3458  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GX3458
 GX3458  HORZ ORDER  -  THIRD
 GX3458
 GX3458.The horizontal coordinates were established by classical geodetic methods
 GX3458.and adjusted by the National Geodetic Survey in April 1998..
 GX3458
 GX3458
 GX3458.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3458
 GX3458.The geoid height was determined by GEOID03.
 GX3458
 GX3458;                    North         East     Units Scale Factor Converg.
 GX3458;SPC WV S     -    95,520.478   514,460.673   MT  0.99994196   -0 36 03.4
 GX3458;UTM  17      - 4,190,349.407   414,487.335   MT  0.99969006   -0 35 47.7
 GX3458
 GX3458                          SUPERSEDED SURVEY CONTROL
 GX3458
 GX3458  NAD 83(1995)-  37 51 23.74626(N)    081 58 19.47623(W) AD(       ) 4
 GX3458  NAD 83(1986)-  37 51 23.75276(N)    081 58 19.48161(W) AD(       ) 4
 GX3458  NAD 27      -  37 51 23.37100(N)    081 58 20.03900(W) AD(       ) 3
 GX3458
 GX3458.Superseded values are not recommended for survey control.
 GX3458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3458.See file dsdata.txt to determine how the superseded data were derived.
 GX3458
 GX3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB1448790349(NAD 83)
 GX3458_MARKER: 43 = RADIO/TV TOWER
 GX3458
 GX3458  HISTORY     - Date     Condition        Report By
 GX3458  HISTORY     - 1957     FIRST OBSERVED   CGS
 GX3458
 GX3458                          STATION DESCRIPTION
 GX3458
 GX3458'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3458'THE STATION IS THE TOP CENTER OF A 4-LEGGED STEEL STRUCTURE WHICH IS
 GX3458'207 FEET IN HEIGHT, LOCATED ON A HIGH HILL ABOUT 1 MILE NORTHEAST
 GX3458'OF LOGAN.  THE TOWER IS THE NORTHWEST ONE OF FOUR TOWERS ON THE SAME
 GX3458'HILL.  IT HAS TWO STEADY RED LIGHTS AT THE TOP OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3459 ***********************************************************************
 GX3459  DESIGNATION -  LOGAN RADIO STA WVOW SE TOWER
 GX3459  PID         -  GX3459
 GX3459  STATE/COUNTY-  WV/LOGAN
 GX3459  USGS QUAD   -  LOGAN (1989)
 GX3459
 GX3459                         *CURRENT SURVEY CONTROL
 GX3459  ___________________________________________________________________
 GX3459* NAD 83(1995)-  37 51 20.28812(N)    081 58 16.84220(W)     ADJUSTED  
 GX3459* NAVD 88     -                                                        
 GX3459  ___________________________________________________________________
 GX3459  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 GX3459  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GX3459
 GX3459  HORZ ORDER  -  THIRD
 GX3459
 GX3459.The horizontal coordinates were established by classical geodetic methods
 GX3459.and adjusted by the National Geodetic Survey in April 1998..
 GX3459
 GX3459
 GX3459.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3459
 GX3459.The geoid height was determined by GEOID03.
 GX3459
 GX3459;                    North         East     Units Scale Factor Converg.
 GX3459;SPC WV S     -    95,413.245   514,523.915   MT  0.99994205   -0 36 01.7
 GX3459;UTM  17      - 4,190,242.206   414,550.569   MT  0.99968993   -0 35 46.1
 GX3459
 GX3459                          SUPERSEDED SURVEY CONTROL
 GX3459
 GX3459  NAD 83(1995)-  37 51 20.29008(N)    081 58 16.84292(W) AD(       ) 4
 GX3459  NAD 83(1986)-  37 51 20.29628(N)    081 58 16.84845(W) AD(       ) 4
 GX3459  NAD 27      -  37 51 19.91900(N)    081 58 17.40000(W) AD(       ) 3
 GX3459
 GX3459.Superseded values are not recommended for survey control.
 GX3459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3459.See file dsdata.txt to determine how the superseded data were derived.
 GX3459
 GX3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB1455190242(NAD 83)
 GX3459_MARKER: 43 = RADIO/TV TOWER
 GX3459
 GX3459  HISTORY     - Date     Condition        Report By
 GX3459  HISTORY     - 1957     FIRST OBSERVED   CGS
 GX3459
 GX3459                          STATION DESCRIPTION
 GX3459
 GX3459'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3459'THE STATION IS THE TOP CENTER OF A 4-LEGGED STEEL STRUCTURE WHICH IS
 GX3459'207 FEET IN HEIGHT, LOCATED ON A HIGH HILL ABOUT 1 MILE NORTHEAST OF
 GX3459'LOGAN. THE TOWER IS THE SOUTHEAST ONE OF FOUR TOWERS ON THE SAME
 GX3459'HILL. IT HAS TWO STEADY RED LIGHTS AT THE TOP OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3460 ***********************************************************************
 GX3460  DESIGNATION -  LOGAN RADIO STA WVOW SW TOWER
 GX3460  PID         -  GX3460
 GX3460  STATE/COUNTY-  WV/LOGAN
 GX3460  USGS QUAD   -  LOGAN (1989)
 GX3460
 GX3460                         *CURRENT SURVEY CONTROL
 GX3460  ___________________________________________________________________
 GX3460* NAD 83(1995)-  37 51 19.49687(N)    081 58 19.00109(W)     ADJUSTED  
 GX3460* NAVD 88     -                                                        
 GX3460  ___________________________________________________________________
 GX3460  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 GX3460  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GX3460
 GX3460  HORZ ORDER  -  THIRD
 GX3460
 GX3460.The horizontal coordinates were established by classical geodetic methods
 GX3460.and adjusted by the National Geodetic Survey in April 1998..
 GX3460
 GX3460
 GX3460.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3460
 GX3460.The geoid height was determined by GEOID03.
 GX3460
 GX3460;                    North         East     Units Scale Factor Converg.
 GX3460;SPC WV S     -    95,389.405   514,470.890   MT  0.99994208   -0 36 03.1
 GX3460;UTM  17      - 4,190,218.368   414,497.559   MT  0.99969004   -0 35 47.4
 GX3460
 GX3460                          SUPERSEDED SURVEY CONTROL
 GX3460
 GX3460  NAD 83(1995)-  37 51 19.49858(N)    081 58 19.00185(W) AD(       ) 4
 GX3460  NAD 83(1986)-  37 51 19.50490(N)    081 58 19.00740(W) AD(       ) 4
 GX3460  NAD 27      -  37 51 19.12500(N)    081 58 19.55900(W) AD(       ) 3
 GX3460
 GX3460.Superseded values are not recommended for survey control.
 GX3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3460.See file dsdata.txt to determine how the superseded data were derived.
 GX3460
 GX3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB1449890218(NAD 83)
 GX3460_MARKER: 43 = RADIO/TV TOWER
 GX3460
 GX3460  HISTORY     - Date     Condition        Report By
 GX3460  HISTORY     - 1957     FIRST OBSERVED   CGS
 GX3460
 GX3460                          STATION DESCRIPTION
 GX3460
 GX3460'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3460'THE STATION IS THE FLASHING RED LIGHT ATOP THE CENTER OF A SLENDER
 GX3460'4-LEGGED STEEL STRUCTURE WHICH IS 207 FEET IN HEIGHT, LOCATED ON A
 GX3460'HIGH HILL ABOUT 1 MILE NORTHEAST OF LOGAN. THE TOWER IS THE SOUTHWEST
 GX3460'ONE OF FOUR TOWERS ON THE SAME HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3461 ***********************************************************************
 GX3461  DESIGNATION -  LOGAN RADIO STATION WLOG TOWER
 GX3461  PID         -  GX3461
 GX3461  STATE/COUNTY-  WV/LOGAN
 GX3461  USGS QUAD   -  LOGAN (1989)
 GX3461
 GX3461                         *CURRENT SURVEY CONTROL
 GX3461  ___________________________________________________________________
 GX3461* NAD 83(1995)-  37 51 21.45248(N)    081 58 43.74466(W)     ADJUSTED  
 GX3461* NAVD 88     -                                                        
 GX3461  ___________________________________________________________________
 GX3461  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 GX3461  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GX3461
 GX3461  HORZ ORDER  -  THIRD
 GX3461
 GX3461.The horizontal coordinates were established by classical geodetic methods
 GX3461.and adjusted by the National Geodetic Survey in April 1998..
 GX3461
 GX3461
 GX3461.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3461
 GX3461.The geoid height was determined by GEOID03.
 GX3461
 GX3461;                    North         East     Units Scale Factor Converg.
 GX3461;SPC WV S     -    95,456.058   513,866.720   MT  0.99994202   -0 36 18.4
 GX3461;UTM  17      - 4,190,284.958   413,893.536   MT  0.99969132   -0 36 02.6
 GX3461
 GX3461                          SUPERSEDED SURVEY CONTROL
 GX3461
 GX3461  NAD 83(1995)-  37 51 21.45409(N)    081 58 43.74582(W) AD(       ) 4
 GX3461  NAD 83(1986)-  37 51 21.46060(N)    081 58 43.75105(W) AD(       ) 4
 GX3461  NAD 27      -  37 51 21.08000(N)    081 58 44.30700(W) AD(       ) 3
 GX3461
 GX3461.Superseded values are not recommended for survey control.
 GX3461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3461.See file dsdata.txt to determine how the superseded data were derived.
 GX3461
 GX3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB1389490285(NAD 83)
 GX3461_MARKER: 43 = RADIO/TV TOWER
 GX3461
 GX3461  HISTORY     - Date     Condition        Report By
 GX3461  HISTORY     - 1957     FIRST OBSERVED   CGS
 GX3461
 GX3461                          STATION DESCRIPTION
 GX3461
 GX3461'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3461'THE STATION IS THE FLASHING RED LIGHT ATOP THE CENTER OF A LARGE
 GX3461'ANTENNA WHICH IS ERECT A 4-LEGGED STEEL STRUCTURE ABOUT 210 FEET IN
 GX3461'HEIGHT OVERALL.  THE TOWER IS ABOUT 1/2 MILE NORTHEAST OF LOGAN ON
 GX3461'THE WESTERN SLOPE OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3140 ***********************************************************************
 GY3140  DESIGNATION -  LOMI
 GY3140  PID         -  GY3140
 GY3140  STATE/COUNTY-  WV/LOGAN
 GY3140  USGS QUAD   -  CHAPMANVILLE (1976)
 GY3140
 GY3140                         *CURRENT SURVEY CONTROL
 GY3140  ___________________________________________________________________
 GY3140* NAD 83(1995)-  37 53 33.05260(N)    082 07 12.83927(W)     ADJUSTED  
 GY3140* NAVD 88     -       564.7    (meters)    1853.     (feet)  VERTCON   
 GY3140  ___________________________________________________________________
 GY3140  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 GY3140  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GY3140
 GY3140  HORZ ORDER  -  SECOND
 GY3140
 GY3140.The horizontal coordinates were established by classical geodetic methods
 GY3140.and adjusted by the National Geodetic Survey in April 1998..
 GY3140
 GY3140.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3140
 GY3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3140
 GY3140.The geoid height was determined by GEOID03.
 GY3140
 GY3140;                    North         East     Units Scale Factor Converg.
 GY3140;SPC WV S     -    99,653.890   501,472.181   MT  0.99993859   -0 41 33.1
 GY3140;UTM  17      - 4,194,480.846   401,501.588   MT  0.99971949   -0 41 17.1
 GY3140
 GY3140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3140!SPC WV S     -   0.99991644  x   0.99993859  =   0.99985503
 GY3140!UTM  17      -   0.99991644  x   0.99971949  =   0.99963595
 GY3140
 GY3140|---------------------------------------------------------------------|
 GY3140| PID    Reference Object                     Distance      Geod. Az  |
 GY3140|                                                           dddmmss.s |
 GY3140| DB9638 LOMI RM 1                             2.545 METERS 05602     |
 GY3140| GX3466 PINE                                APPROX.16.3 KM 0805819.4 |
 GY3140| DB9639 LOMI RM 2                            11.074 METERS 26010     |
 GY3140|---------------------------------------------------------------------|
 GY3140
 GY3140                          SUPERSEDED SURVEY CONTROL
 GY3140
 GY3140  NAD 83(1995)-  37 53 33.05420(N)    082 07 12.84009(W) AD(       ) 2
 GY3140  NAD 83(1986)-  37 53 33.06002(N)    082 07 12.84489(W) AD(       ) 2
 GY3140  NAD 27      -  37 53 32.69920(N)    082 07 13.36500(W) AD(       ) 2
 GY3140  NGVD 29 (07/19/86)  564.9    (m)         1853.     (f) VERT ANG       
 GY3140
 GY3140.Superseded values are not recommended for survey control.
 GY3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3140.See file dsdata.txt to determine how the superseded data were derived.
 GY3140
 GY3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB0150294481(NAD 83)
 GY3140_MARKER: DS = TRIANGULATION STATION DISK
 GY3140_SETTING: 66 = SET IN ROCK OUTCROP
 GY3140
 GY3140  HISTORY     - Date     Condition        Report By
 GY3140  HISTORY     - 1957     MONUMENTED       CGS
 GY3140  HISTORY     - 1977     GOOD             LOCENG
 GY3140
 GY3140                          STATION DESCRIPTION
 GY3140
 GY3140'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3140'THE STATION IS ALONG THE LOGAN AND MINGO COUNTY LINE, APPROXIMATELY 7
 GY3140'1/2 MILES WEST-NORTHWEST OF LOGAN, 13 MILES NORTH-NORTHEAST OF
 GY3140'DELBARTON ON LAND OWNED BY MR. JESSE BLAIR.
 GY3140'
 GY3140'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 119 AND STATE
 GY3140'HIGHWAY 65, IN LOGAN, GO WEST ON STATE HIGHWAY 65 FOR 0.36 MILE TO A
 GY3140'FORK, STATE HIGHWAY 65 TURNS LEFT ACROSS BRIDGE, TAKE LEFT FORK
 GY3140'THROUGH RAILROAD UNDERPASS FOR 5.8 MILE TO A SIDE ROAD RIGHT, JUST
 GY3140'AFTER PASSING A CONCRETE BLOCK SCHOOL ON THE LEFT, TURN RIGHT ON DIRT
 GY3140'ROAD FOR 2.1 MILE TO A SIDE ROAD RIGHT AT THE TOP OF A GRADE, KEEP
 GY3140'STRAIGHT AHEAD FOR 0.8 MILE TO THE TOP OF THE NEXT GRADE AND A TRACK
 GY3140'ROAD TO THE LEFT, TURN LEFT ON TRACK ROAD FOR 0.1 MILE TO THE END
 GY3140'OF TRUCK TRAVEL, FROM HERE PACK WESTERLY ALONG THE TOP OF RIDGE
 GY3140'TO THE TOP OF THE FIRST HILL, TURN RIGHT, WEST, PACK THROUGH THICK
 GY3140'UNDERBRUSH FOR ABOUT 30 MINUTES TO THE TOP OF THE HIGHEST POINT AND
 GY3140'THE STATION.
 GY3140'
 GY3140'THE STATION MARK IS A STANDARD DISK STAMPED LOMI 1957. THE DISK IS
 GY3140'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS ON THE HIGHEST
 GY3140'POINT OF THE HILL.
 GY3140'
 GY3140'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOMI NO 1 1957, IS
 GY3140'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS AT THE
 GY3140'EASTERN EDGE OF THE TOP OF THE HILL.
 GY3140'
 GY3140'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOMI NO 2 1957, IS
 GY3140'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS ON THE
 GY3140'WESTERN SLOPE OF THE HILL AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 GY3140'
 GY3140'NO AZIMUTH MARK SET TO THIS STATION.
 GY3140'
 GY3140'HEIGHT OF LIGHT ABOVE STATION MARK 3.15 METERS.
 GY3140
 GY3140                          STATION RECOVERY (1977)
 GY3140
 GY3140'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (TR)
 GY3140'STAION MARKER AND RM 1 AND RM 2 RECOVERED-GOOD CONDITION.
 GY3140'
 GY3140'DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES WEST-NORTHWEST
 GY3140'OF LOGAN, W. VA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2919 ***********************************************************************
 HX2919  DESIGNATION -  LONE STAR
 HX2919  PID         -  HX2919
 HX2919  STATE/COUNTY-  WV/NICHOLAS
 HX2919  USGS QUAD   -  GILBOA (1976)
 HX2919
 HX2919                         *CURRENT SURVEY CONTROL
 HX2919  ___________________________________________________________________
 HX2919* NAD 83(1995)-  38 19 29.69702(N)    080 57 05.13194(W)     ADJUSTED  
 HX2919* NAVD 88     -       678.3    (meters)    2225.     (feet)  VERTCON   
 HX2919  ___________________________________________________________________
 HX2919  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 HX2919  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HX2919
 HX2919  HORZ ORDER  -  SECOND
 HX2919
 HX2919.The horizontal coordinates were established by classical geodetic methods
 HX2919.and adjusted by the National Geodetic Survey in April 1998..
 HX2919
 HX2919.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2919
 HX2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2919
 HX2919.The geoid height was determined by GEOID03.
 HX2919
 HX2919;                    North         East     Units Scale Factor Converg.
 HX2919;SPC WV S     -   147,052.044   604,247.219   MT  0.99992867   +0 01 48.1
 HX2919;UTM  17      - 4,241,867.223   504,245.823   MT  0.99960022   +0 01 48.4
 HX2919
 HX2919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2919!SPC WV S     -   0.99989855  x   0.99992867  =   0.99982723
 HX2919!UTM  17      -   0.99989855  x   0.99960022  =   0.99949881
 HX2919
 HX2919:                Primary Azimuth Mark                     Grid Az
 HX2919:SPC WV S     -  LONE STAR AZ MK                          099 35 26.8
 HX2919:UTM  17      -  LONE STAR AZ MK                          099 35 26.5
 HX2919
 HX2919|---------------------------------------------------------------------|
 HX2919| PID    Reference Object                     Distance      Geod. Az  |
 HX2919|                                                           dddmmss.s |
 HX2919| DC4571 LONE STAR AZ MK                                    0993714.9 |
 HX2919| DC4572 LONE STAR RM 1                       25.080 METERS 20238     |
 HX2919| DC4573 LONE STAR RM 2                       22.568 METERS 32654     |
 HX2919| HX2918 LONE STAR LOOKOUT TOWER              16.654 METERS 34822     |
 HX2919|---------------------------------------------------------------------|
 HX2919
 HX2919                          SUPERSEDED SURVEY CONTROL
 HX2919
 HX2919  NAD 83(1986)-  38 19 29.70549(N)    080 57 05.14216(W) AD(       ) 2
 HX2919  NAD 27      -  38 19 29.31910(N)    080 57 05.77720(W) AD(       ) 2
 HX2919  NGVD 29 (07/19/86)  678.5    (m)         2226.     (f) VERT ANG       
 HX2919
 HX2919.Superseded values are not recommended for survey control.
 HX2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2919.See file dsdata.txt to determine how the superseded data were derived.
 HX2919
 HX2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC0424641867(NAD 83)
 HX2919_MARKER: DS = TRIANGULATION STATION DISK
 HX2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2919
 HX2919  HISTORY     - Date     Condition        Report By
 HX2919  HISTORY     - 1961     MONUMENTED       CGS
 HX2919  HISTORY     - 1973     GOOD             NGS
 HX2919
 HX2919                          STATION DESCRIPTION
 HX2919
 HX2919'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2919'STATION IS LOCATED ON THE SUMMIT OF A BARE HILL ABOUT 6.0 MILES
 HX2919'NORTHWEST OF
 HX2919'SUMMERSVILLE, ABOUT 4-1/2 MILES NORTHEAST OF THE VILLAGE OF DRENNEN
 HX2919'AND NEAR THE SITE OF
 HX2919'THE LONE STAR FIRE LOOKOUT TOWER.  STATION, A STANDARD
 HX2919'DISK SET IN A 12 X 12 INCH CONCRETE
 HX2919'MONUMENT AND STAMPED LONE STAR 1961 IS
 HX2919'47 FEET SOUTH OF THE SOUTHEAST LEG OF LOOKOUT TOWER,
 HX2919'49 1/2 FEET SOUTHEAST OF
 HX2919'THE SOUTHWEST LEG OF LOOKOUT TOWER, 17 FEET NORTHEAST OF A UTILITY
 HX2919'POLE AND 2.8 FEET EAST
 HX2919'OF A STEEL WITNESS POST WITH METAL SIGN.  THE MARK PROJECTS
 HX2919'3 INCHES.
 HX2919'
 HX2919'TO REACH FROM THE TRAFFIC SIGNAL AT THE JUNCTION OF U.S. HIGHWAY NO.
 HX2919'19 AND STATE
 HX2919'HIGHWAYS NO. 41 AND 39 IN SUMMERSVILLE, GO WEST ON STATE HIGHWAY
 HX2919'NO. 39 FOR 5.0 MILES TO THE
 HX2919'POST OFFICE IN THE VILLAGE OF GILBOA.  CONTINUE
 HX2919'WEST ON STATE HIGHWAY NO. 39 FOR 3.35 MILES TO
 HX2919'SIDE ROAD RIGHT AT
 HX2919'SALEM BAPTIST CHURCH ON RIGHT.  TURN RIGHT AND GO NORTHERLY ON
 HX2919'JONES BRIDGE ROAD FOR
 HX2919'1.4 MILES TO FORKS.  TAKE LEFT FORK AND GO NORTHERLY FOR 1.35
 HX2919'MILES TO FORKS AT TOP OF
 HX2919'HILL.  TAKE RIGHT FORK AND GO 0.15 MILE TO FORKS.
 HX2919'TAKE LEFT FORK AND GO 0.75 MILE TO FORKS.
 HX2919'TAKE RIGHT FORK AND GO 0.1 MILE
 HX2919'TO FIRE LOOKOUT TOWER AT TOP OF HILL AND STATION AS DESCRIBED.
 HX2919'
 HX2919'TO REACH AZIMUTH MARK FROM POST OFFICE IN GILBOA, GO WEST ON STATE
 HX2919'HIGHWAY NO. 39 FOR
 HX2919'0.5 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY
 HX2919'UP HILL FOR 1.7 MILES TO AZIMUTH MARK
 HX2919'ON RIGHT (EAST) SIDE OF ROAD ON
 HX2919'TOP OF A 10 FOOT LEDGE AS DESCRIBED.
 HX2919'
 HX2919'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12 X 12 INCH CONCRETE
 HX2919'MONUMENT AND
 HX2919'STAMPED LONE STAR NO 1 1961 IS 65-1/2 FEET SOUTHWEST OF A UTILITY
 HX2919'POLE, 28 FEET SOUTH OF AN 8
 HX2919'INCH TREE AND 23 FEET WEST OF THE APPROXIMATE
 HX2919'CENTERLINE OF ROAD.  THE MARK PROJECTS 3 INCHES.
 HX2919'
 HX2919'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12 X 12 INCH CONCRETE
 HX2919'MONUMENT AND
 HX2919'STAMPED LONE STAR NO 2 1961 IS 23 FEET WEST OF THE NORTHWEST
 HX2919'LEG OF LOOKOUT TOWER, 28 FEET
 HX2919'NORTHWEST OF THE SOUTHWEST LEG OF FIRE TOWER
 HX2919'AND 15 FEET WEST OF THE APPROXIMATE CENTERLINE
 HX2919'OF ROAD.  THE MARK PROJECTS 3 INCHES.
 HX2919'
 HX2919'AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILLHOLE IN OUTCROPPING
 HX2919'ROCK AND STAMPED
 HX2919'LONE STAR 1961 IS 27 FEET EAST OF THE APPROXIMATE
 HX2919'CENTERLINE OF ROAD, 12 FEET
 HX2919'SOUTHWEST OF A 12 INCH TREE, 12 FEET EAST OF
 HX2919'THE EDGE OF THE LEDGE AND 4.8 FEET WEST OF A
 HX2919'STEEL WITNESS POST WITH METAL
 HX2919'SIGN.  THE MARK IS FLUSH WITH THE GROUND.
 HX2919'
 HX2919'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HX2919
 HX2919                          STATION RECOVERY (1973)
 HX2919
 HX2919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (VDN)
 HX2919'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO BE
 HX2919'IN GOOD CONDITION AS DESCRIBED IN 1961.
 HX2919'
 HX2919'A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT WAS NOT RECOVERED AT THIS
 HX2919'TIME.  NOTE--IF AZIMUTH MARK IS SEARCHED FOR AGAIN YOU WILL NEED A
 HX2919'4WD TO GET TO THE POINT AS DESCRIBED IN 1961.
 HX2919'
 HX2919'IT IS LOCATED ON PROPERTY OWNED BY THE STATE OF WEST VIRGINIA.
 HX2919'PERMISSION WAS GRANTED BY MR. VIRGLE GROVES.  RANGER IN CHARGE.
 HX2919'SUMMERSVILLE, WEST VIRGINIA 26651.  PHONE NO. 872-1941 OFFICE.
 HX2919'872-1726 RESIDENCE.
 HX2919'
 HX2919'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 HX2919'STATE HIGHWAYS 39 AND 41 IN SUMMERSVILLE, GO WEST FOLLOWING STATE
 HX2919'HIGHWAY 39 FOR 5.4 MILES TO THE POST OFFICE IN THE VILLAGE OF
 HX2919'GILBOA.  CONTINUE WEST FOLLOWING STATE HIGHWAY 39 FOR 3.45 MILES
 HX2919'TO A SIDE ROAD RIGHT AND THE SALEM BAPTIST CHURCH ON THE RIGHT.
 HX2919'TURN RIGHT, GO NORTHERLY FOLLOWING BLACKTOP ROAD FOR 1.4 MILES TO A
 HX2919'FORK AND END OF BLACKTOP ROAD.  CONTINUE STRAIGHT AHEAD BEARING
 HX2919'LEFT FOLLOWING MAIN TRAVEL ROAD FOR 1.35 MILES TO A FORK.
 HX2919'HERE BEAR RIGHT ON MAIN TRAVELED ROAD FOR 0.15 MILE TO A FORK.
 HX2919'HERE TAKE LEFT FORK AND GO 0.8 MILE TO TOP OF HILL AND LOOKOUT
 HX2919'TOWER AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2918 ***********************************************************************
 HX2918  DESIGNATION -  LONE STAR LOOKOUT TOWER
 HX2918  PID         -  HX2918
 HX2918  STATE/COUNTY-  WV/NICHOLAS
 HX2918  USGS QUAD   -  GILBOA (1976)
 HX2918
 HX2918                         *CURRENT SURVEY CONTROL
 HX2918  ___________________________________________________________________
 HX2918* NAD 83(1995)-  38 19 30.22603(N)    080 57 05.27022(W)     ADJUSTED  
 HX2918* NAVD 88     -                                                        
 HX2918  ___________________________________________________________________
 HX2918  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 HX2918  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HX2918
 HX2918  HORZ ORDER  -  THIRD
 HX2918
 HX2918.The horizontal coordinates were established by classical geodetic methods
 HX2918.and adjusted by the National Geodetic Survey in April 1998..
 HX2918
 HX2918
 HX2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2918
 HX2918.The geoid height was determined by GEOID03.
 HX2918
 HX2918;                    North         East     Units Scale Factor Converg.
 HX2918;SPC WV S     -   147,068.352   604,243.852   MT  0.99992868   +0 01 48.0
 HX2918;UTM  17      - 4,241,883.526   504,242.457   MT  0.99960022   +0 01 48.4
 HX2918
 HX2918                          SUPERSEDED SURVEY CONTROL
 HX2918
 HX2918  NAD 83(1986)-  38 19 30.23477(N)    080 57 05.28106(W) AD(       ) 4
 HX2918  NAD 27      -  38 19 29.85000(N)    080 57 05.91700(W) AD(       ) 3
 HX2918
 HX2918.Superseded values are not recommended for survey control.
 HX2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2918.See file dsdata.txt to determine how the superseded data were derived.
 HX2918
 HX2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC0424241884(NAD 83)
 HX2918_MARKER: 57 = LOOKOUT TOWER
 HX2918
 HX2918  HISTORY     - Date     Condition        Report By
 HX2918  HISTORY     - 1961     FIRST OBSERVED   CGS
 HX2918
 HX2918                          STATION DESCRIPTION
 HX2918
 HX2918'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2918'STATION IS LOCATED ON THE SUMMIT OF A BARE HILL
 HX2918'ABOUT 6 MILES
 HX2918'NORTHWEST OF SUMMERSVILLE AND ABOUT 4-1/2 MILES NORTHEAST OF
 HX2918'THE VILLAGE OF DRENNEN.  STATION
 HX2918'IS OF STEEL CONSTRUCTION ABOUT 50 FEET
 HX2918'HIGH AND HAS 4 LEGS.  THE POINT INTERSECTED WAS THE
 HX2918'APEX OF THE CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2925 ***********************************************************************
 HX2925  DESIGNATION -  LONGSHOAL
 HX2925  PID         -  HX2925
 HX2925  STATE/COUNTY-  WV/GILMER
 HX2925  USGS QUAD   -  GILMER (1976)
 HX2925
 HX2925                         *CURRENT SURVEY CONTROL
 HX2925  ___________________________________________________________________
 HX2925* NAD 83(1995)-  38 53 28.47377(N)    080 41 05.96423(W)     ADJUSTED  
 HX2925* NAVD 88     -       486.4    (meters)    1596.     (feet)  VERTCON   
 HX2925  ___________________________________________________________________
 HX2925  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 HX2925  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HX2925
 HX2925  HORZ ORDER  -  SECOND
 HX2925
 HX2925.The horizontal coordinates were established by classical geodetic methods
 HX2925.and adjusted by the National Geodetic Survey in April 1998..
 HX2925
 HX2925.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2925
 HX2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2925
 HX2925.The geoid height was determined by GEOID03.
 HX2925
 HX2925;                    North         East     Units Scale Factor Converg.
 HX2925;SPC WV S     -   209,961.497   627,329.897   MT  1.00000169   +0 11 41.1
 HX2925;UTM  17      - 4,304,754.934   527,319.001   MT  0.99960919   +0 11 52.0
 HX2925
 HX2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2925!SPC WV S     -   0.99992879  x   1.00000169  =   0.99993048
 HX2925!UTM  17      -   0.99992879  x   0.99960919  =   0.99953801
 HX2925
 HX2925:                Primary Azimuth Mark                     Grid Az
 HX2925:SPC WV S     -  LONGSHOAL AZ MK                          043 57 25.1
 HX2925:UTM  17      -  LONGSHOAL AZ MK                          043 57 14.2
 HX2925
 HX2925|---------------------------------------------------------------------|
 HX2925| PID    Reference Object                     Distance      Geod. Az  |
 HX2925|                                                           dddmmss.s |
 HX2925| DC4579 LONGSHOAL AZ MK                                    0440906.2 |
 HX2925| DC4581 LONGSHOAL RM 2                       16.840 METERS 16655     |
 HX2925| DC4580 LONGSHOAL RM 1                       17.018 METERS 35342     |
 HX2925|---------------------------------------------------------------------|
 HX2925
 HX2925                          SUPERSEDED SURVEY CONTROL
 HX2925
 HX2925  NAD 83(1986)-  38 53 28.47936(N)    080 41 05.97401(W) AD(       ) 2
 HX2925  NAD 27      -  38 53 28.14080(N)    080 41 06.62620(W) AD(       ) 2
 HX2925  NGVD 29 (07/19/86)  486.6    (m)         1596.     (f) VERT ANG       
 HX2925
 HX2925.Superseded values are not recommended for survey control.
 HX2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2925.See file dsdata.txt to determine how the superseded data were derived.
 HX2925
 HX2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2731904755(NAD 83)
 HX2925_MARKER: DS = TRIANGULATION STATION DISK
 HX2925_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX2925_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX2925
 HX2925  HISTORY     - Date     Condition        Report By
 HX2925  HISTORY     - 1956     MONUMENTED       CGS
 HX2925
 HX2925                          STATION DESCRIPTION
 HX2925
 HX2925'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2925'STATION IS LOCATED ON A HIGH HILL ABOUT 8-1/2 MILES EAST-SOUTHEAST OF
 HX2925'GLENVILLE AND ABOUT 2-1/2 MILES
 HX2925'NORTHWEST OF BURNSVILLE.  STATION IS 46 FEET NORTH OF TRIANGLE BLAZED
 HX2925'LOCUST TREE, AND 5-1/2 FEET EAST OF
 HX2925'FENCELINE AND WITNESS POST.  THE MARK PROJECTS ABOUT 6
 HX2925'INCHES AND THE DISK IS STAMPED LONGSHOAL 1956.
 HX2925'
 HX2925'REFERENCE MARK NO. 1 IS 2 FEET EAST OF FENCELINE.  THE MARK PROJECTS
 HX2925'6 INCHES AND THE DISK IS
 HX2925'STAMPED LONGSHOAL NO 1 1956.
 HX2925'
 HX2925'REFERENCE MARK NO. 2 IS 25-1/2 FEET EAST OF FENCELINE, AND 20 FEET
 HX2925'EAST OF TRIANGLE BLAZED LOCUST
 HX2925'TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LONGSHOAL
 HX2925'NO 2 1956.
 HX2925'
 HX2925'AZIMUTH MARK IS 12 FEET SOUTH OF APPROXIMATE CENTERLINE OF TRACK
 HX2925'ROAD, 1-1/2 FEET SOUTH OF FENCELINE
 HX2925'AND 1 FOOT WEST OF WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 HX2925'DISK IS STAMPED LONGSHOAL 1956.
 HX2925'
 HX2925'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NO. 33 AND 119 AND STATE
 HX2925'HIGHWAY NO. 5 ABOUT 1.0 MILE
 HX2925'EAST OF GLENVILLE, GO SOUTHERLY ON STATE HIGHWAY NO. 5 FOR 8.3 MILES
 HX2925'TO SIDE ROAD LEFT JUST BEFORE
 HX2925'REACHING STEEL BRIDGE AT NORTH EDGE OF STOUTS MILLS.  TURN
 HX2925'LEFT AND GO EASTERLY ON SLIDING HILL ROAD FOR
 HX2925'3.1 MILES CROSSROADS AT SUMMIT OF HILL AND
 HX2925'CHURCH ON LEFT.  TURN SHARP RIGHT AND GO SOUTHERLY ON TRACK ROAD
 HX2925'FOR 0.2 MILE TO BOARD GATE.  PASS
 HX2925'THROUGH GATE AND CONTINUE SOUTHERLY ON TRACK ROAD FOR 0.35 MILE TO
 HX2925'RIGHT TURN IN ROAD AND BOARD GATE ON
 HX2925'LEFT.  TURN RIGHT AND CONTINUE SOUTHWESTERLY ON TRACK ROAD FOR
 HX2925'0.2 MILE TO AZIMUTH MARK ON RIGHT (WEST)
 HX2925'SIDE OF ROAD AND END OF TRUCK TRAVEL.  PACK
 HX2925'SOUTHWESTERLY AND WESTERLY UP HILL FOR 0.15 MILE TO BOARD
 HX2925'GATE.  PASS THROUGH GATE, TURN LEFT
 HX2925'AND GO SOUTHERLY ALONG EAST SIDE OF HILL FOR 0.3 MILE TO FENCE.
 HX2925'CROSS FENCE AND CONTINUE ALONG TOP
 HX2925'OF HILL AND FENCELINE FOR 0.15 MILE TO TRIANGLE BLAZED LOCUST TREE
 HX2925'AND STATION AS DESCRIBED.
 HX2925'
 HX2925'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2969 ***********************************************************************
 HX2969  DESIGNATION -  LOONEY
 HX2969  PID         -  HX2969
 HX2969  STATE/COUNTY-  WV/ROANE
 HX2969  USGS QUAD   -  TARIFF (1975)
 HX2969
 HX2969                         *CURRENT SURVEY CONTROL
 HX2969  ___________________________________________________________________
 HX2969* NAD 83(1995)-  38 38 39.03984(N)    081 14 59.03869(W)     ADJUSTED  
 HX2969* NAVD 88     -       370.4    (meters)    1215.     (feet)  VERTCON   
 HX2969  ___________________________________________________________________
 HX2969  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 HX2969  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HX2969
 HX2969  HORZ ORDER  -  THIRD
 HX2969
 HX2969.The horizontal coordinates were established by classical geodetic methods
 HX2969.and adjusted by the National Geodetic Survey in April 1998..
 HX2969
 HX2969.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2969
 HX2969.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2969
 HX2969.The geoid height was determined by GEOID03.
 HX2969
 HX2969;                    North         East     Units Scale Factor Converg.
 HX2969;SPC WV S     -   182,517.996   578,259.541   MT  0.99995780   -0 09 15.8
 HX2969;UTM  17      - 4,277,321.387   478,267.278   MT  0.99960582   -0 09 21.4
 HX2969
 HX2969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2969!SPC WV S     -   0.99994707  x   0.99995780  =   0.99990488
 HX2969!UTM  17      -   0.99994707  x   0.99960582  =   0.99955292
 HX2969
 HX2969|---------------------------------------------------------------------|
 HX2969| PID    Reference Object                     Distance      Geod. Az  |
 HX2969|                                                           dddmmss.s |
 HX2969| DC4583 LOONEY RM 1                          10.102 METERS 03029     |
 HX2969| DC4582 LOONEY AZ MK                                       0484656.5 |
 HX2969| DC4584 LOONEY RM 2                          11.415 METERS 13236     |
 HX2969| HX2966 PILOT                               APPROX.16.6 KM 1413247.7 |
 HX2969| HX2964 MAYSEL UNITED NATURAL GAS MAST      APPROX.15.4 KM 1583023.0 |
 HX2969|---------------------------------------------------------------------|
 HX2969
 HX2969                          SUPERSEDED SURVEY CONTROL
 HX2969
 HX2969  NAD 83(1986)-  38 38 39.04668(N)    081 14 59.04606(W) AD(       ) 3
 HX2969  NAD 27      -  38 38 38.70300(N)    081 14 59.63190(W) AD(       ) 3
 HX2969  NGVD 29 (07/19/86)  370.6    (m)         1216.     (f) VERT ANG       
 HX2969
 HX2969.Superseded values are not recommended for survey control.
 HX2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2969.See file dsdata.txt to determine how the superseded data were derived.
 HX2969
 HX2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7826777321(NAD 83)
 HX2969_MARKER: DS = TRIANGULATION STATION DISK
 HX2969_SETTING: 0 = UNSPECIFIED SETTING
 HX2969
 HX2969  HISTORY     - Date     Condition        Report By
 HX2969  HISTORY     - 1961     MONUMENTED       CGS
 HX2969
 HX2969                          STATION DESCRIPTION
 HX2969
 HX2969'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2969'STATION IS LOCATED ON THE SUMMIT OF A ROUND GRASS COVERED KNOLL,
 HX2969'ABOUT 10 MILES
 HX2969'NORTH-NORTHEAST OF CLENDENIN, 15 MILES NORTHWEST OF CLAY,
 HX2969'26-1/2 MILES WEST OF GASSAWAY AND
 HX2969'ON PROPERTY OWNED BY MR. GARRISON TAWNEY.
 HX2969'
 HX2969'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 36 WHICH
 HX2969'IS ABOUT 18 MILES
 HX2969'EAST OF CLENDENIN.  GO NORTHERLY ON HIGHWAY 36 FOR 11.65
 HX2969'MILES TO THE POST OFFICE IN NEWTON.
 HX2969'CONTINUE NORTHERLY ON HIGHWAY 36 FOR
 HX2969'6.5 MILES.  TURN RIGHT AND GO EAST ON A DIRT ROAD
 HX2969'(LOONEY FORK ROAD) FOR
 HX2969'2.0 MILES TO A LARGE WHITE HOUSE AND AN IRON GATE ON THE LEFT.  TURN
 HX2969'LEFT, PASS THROUGH THE
 HX2969'GATE AND CONTINUE ON A TRACK ROAD, PASSING BETWEEN THE
 HX2969'HOUSE AND BARN FOR 0.1 MILE TO A
 HX2969'GATE, PASS THROUGH THE GATE AND CONTINUE
 HX2969'ON THE TRACK ROAD FOR 0.35 MILE TO A WIRE GATE,
 HX2969'PASS THROUGH THE GATE,
 HX2969'BEAR LEFT AND CONTINUE ON THE TRACK ROAD FOR 0.1 MILE TO A LARGE
 HX2969'BARN AND A BOARD GATE,
 HX2969'PASS THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD, UPHILL
 HX2969'FOR 0.15 MILE TO THE SUMMIT OF A
 HX2969'SADDLE.  TURN LEFT AND GO UPHILL FOR 0.05
 HX2969'MILE TO THE SUMMIT OF A KNOLL AND THE AZIMUTH MARK
 HX2969'WHICH IS IN A EAST-WEST
 HX2969'FENCELINE.  PACK SOUTHWEST, UPHILL FOR ABOUT 0.15 MILE TO THE SUMMIT
 HX2969'OF A GRASS COVERED
 HX2969'KNOLL AND THE STATION.
 HX2969'
 HX2969'STATION MARK IS A STANDARD DISK, STAMPED LOONEY 1961, SET IN THE TOP
 HX2969'OF A CONCRETE
 HX2969'FILLED 3-INCH ORANGEBURG PIPE THAT PROJECTS ABOUT 8 INCHES.
 HX2969'IT IS 4.4 FEET NORTHEAST OF A
 HX2969'METAL WITNESS POST AND 234 FEET NORTH OF THE
 HX2969'NORTH EDGE OF A SMALL POND.
 HX2969'
 HX2969'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED LOONEY NO 1 1961,
 HX2969'SET IN THE TOP OF
 HX2969'A 3-INCH CONCRETE FILLED ORANGEBURG PIPE THAT PROJECTS
 HX2969'ABOUT 6 INCHES.  IT IS 35.5 FEET
 HX2969'NORTH-NORTHEAST OF THE WITNESS POST.
 HX2969'
 HX2969'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED LOONEY AZI
 HX2969'1961, SET IN THE
 HX2969'TOP OF A 3-INCH CONCRETE FILLED ORANGEBURG PIPE THAT
 HX2969'PROJECTS ABOUT 6 INCHES.  IT IS 5.9
 HX2969'FEET SOUTHWEST OF AN EAST-WEST FENCELINE,
 HX2969'5.2 FEET SOUTHWEST OF A METAL WITNESS POST AND ABOUT
 HX2969'50 FEET SOUTH OF THE
 HX2969'TOP OF A SMALL KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3425 ***********************************************************************
 HW3425  DESIGNATION -  LOST
 HW3425  PID         -  HW3425
 HW3425  STATE/COUNTY-  WV/HARDY
 HW3425  USGS QUAD   -  LOST RIVER STATE PARK (1994)
 HW3425
 HW3425                         *CURRENT SURVEY CONTROL
 HW3425  ___________________________________________________________________
 HW3425* NAD 83(1995)-  38 54 50.34349(N)    078 53 43.07335(W)     ADJUSTED  
 HW3425* NAVD 88     -       948.3    (meters)    3111.     (feet)  VERTCON   
 HW3425  ___________________________________________________________________
 HW3425  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 HW3425  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HW3425
 HW3425  HORZ ORDER  -  SECOND
 HW3425
 HW3425.The horizontal coordinates were established by classical geodetic methods
 HW3425.and adjusted by the National Geodetic Survey in April 1998..
 HW3425
 HW3425.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3425
 HW3425.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3425
 HW3425.The geoid height was determined by GEOID03.
 HW3425
 HW3425;                    North         East     Units Scale Factor Converg.
 HW3425;SPC WV N     -    46,136.105   652,447.026   MT  1.00001737   +0 23 08.4
 HW3425;SPC VA N     - 2,138,526.357 3,465,716.738   MT  0.99996174   -0 14 48.2
 HW3425;SPC VA N     - 7,016,148.56 11,370,439.00   sFT  0.99996174   -0 14 48.2
 HW3425;UTM  17      - 4,309,337.238   682,479.026   MT  1.00001004   +1 19 20.8
 HW3425
 HW3425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3425!SPC WV N     -   0.99985628  x   1.00001737  =   0.99987365
 HW3425!SPC VA N     -   0.99985628  x   0.99996174  =   0.99981803
 HW3425!UTM  17      -   0.99985628  x   1.00001004  =   0.99986632
 HW3425
 HW3425|---------------------------------------------------------------------|
 HW3425| PID    Reference Object                     Distance      Geod. Az  |
 HW3425|                                                           dddmmss.s |
 HW3425| DC4586 LOST RM 1                            30.732 METERS 03552     |
 HW3425| HW3421 CRANNY CROW LOOKOUT TOWER 1956       14.382 METERS 04341     |
 HW3425| DC4585 LOST AZ MK                                         2073038.4 |
 HW3425| DC4587 LOST RM 2                            20.254 METERS 27822     |
 HW3425| HW3424 AIRWAY BEACON 31                    APPROX. 7.7 KM 3513141.1 |
 HW3425|---------------------------------------------------------------------|
 HW3425
 HW3425                          SUPERSEDED SURVEY CONTROL
 HW3425
 HW3425  NAD 83(1995)-  38 54 50.34414(N)    078 53 43.07620(W) AD(       ) 2
 HW3425  NAD 83(1986)-  38 54 50.34596(N)    078 53 43.07902(W) AD(       ) 2
 HW3425  NAD 27      -  38 54 49.94810(N)    078 53 43.99050(W) AD(       ) 2
 HW3425  NGVD 29 (07/19/86)  948.4    (m)         3112.     (f) VERT ANG       
 HW3425
 HW3425.Superseded values are not recommended for survey control.
 HW3425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3425.See file dsdata.txt to determine how the superseded data were derived.
 HW3425
 HW3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD8247909337(NAD 83)
 HW3425_MARKER: DS = TRIANGULATION STATION DISK
 HW3425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3425
 HW3425  HISTORY     - Date     Condition        Report By
 HW3425  HISTORY     - 1956     MONUMENTED       CGS
 HW3425
 HW3425                          STATION DESCRIPTION
 HW3425
 HW3425'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3425'THE STATION IS LOCATED, AIRLINE, ABOUT 14 MILES SOUTHEAST OF
 HW3425'PETERSBURG, 10-1/2 MILES
 HW3425'SOUTH SOUTHEAST OF MOOREFIELD, 3-1/2 MILES WEST OF LOST CITY, 3 MILES
 HW3425'NORTH NORTHWEST OF MATHIAS AND
 HW3425'IT IS ON A LONG NORTH-SOUTH TIMBER COVERED RIDGE AT THE SITE
 HW3425'OF THE CRANNY CROW LOOKOUT TOWER IN THE
 HW3425'LOST RIVER STATE PARK.
 HW3425'
 HW3425'THE STATION MARK IS A STANDARD DISK STAMPED LOST 1956 SET IN THE TOP
 HW3425'OF A 10 INCH SQUARE
 HW3425'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 HW3425'
 HW3425'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LOST NO 1 1956
 HW3425'SET IN A DRILL HOLE AT
 HW3425'THE WEST CORNER OF THE LOWER ROCK STEP OF THE RANGERS CABIN THAT
 HW3425'PROJECTS 7 INCHES ABOVE THE GROUND.
 HW3425'THE MARK IS 2 FEET LOWER THAN THE STATION.
 HW3425'
 HW3425'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LOST NO 2 1956
 HW3425'SET IN A DRILL HOLE IN A
 HW3425'LARGE BOULDER THAT PROJECTS 10 INCHES ABOVE THE GROUND.  THE MARK IS
 HW3425'AT THE BASE OF A SMALL CAIRN AND
 HW3425'IT IS 2-1/2 FEET LOWER THAN THE STATION.
 HW3425'
 HW3425'THE CRANNY CROW LOOKOUT TOWER IS A STEEL TOWER THAT IS 16 FEET SQUARE
 HW3425'AT THE BASE AND 60 FEET HIGH
 HW3425'WITH A 7 FOOT SQUARE GLASS ENCLOSED LOOKOUT HOUSE ERECTED ON THE TOP
 HW3425'OF THE TOWER.  THE TOWER IS ERECTED
 HW3425'ON GROUND THAT IS 0.15 METER HIGHER THAN THE STATION.
 HW3425'
 HW3425'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOT 1956 SET IN A DRILL
 HW3425'HOLE IN A LARGE BOULDER
 HW3425'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 89 FEET NORTH
 HW3425'NORTHEAST OF A LEFT TURN IN THE ROAD
 HW3425'NEAR A SHELTER CABIN AND 4 FEET NORTHWEST OF A SMALL CAIRN.
 HW3425'
 HW3425'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MATHIAS GO WEST FOR
 HW3425'0.05 MILE TO THE JUNCTION OF STATE HIGHWAY
 HW3425'259.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 259
 HW3425'FOR 0.05 MILE TO A SIDE ROAD LEFT
 HW3425'AT SIGN ON THE RIGHT LOST RIVER STATE PARK.  TURN
 HW3425'LEFT AND GO WEST FOR 1.6 MILES TO A SIDE ROAD LEFT
 HW3425'AT A STORE ON THE LEFT.  CONTINUE
 HW3425'STRAIGHT AHEAD ON THE MAIN ROAD FOR 0.5 MILE TO A FORK.  KEEP THE
 HW3425'LEFT FORK AND GO WESTERLY FOR
 HW3425'0.65 MILE TO THE ENTRANCE TO THE LOST RIVER STATE PARK.  CONTINUE
 HW3425'STRAIGHT AHEAD ON SURFACED ROAD FOR
 HW3425'0.7 MILE TO A ROAD RIGHT AT SIGN CAUTION STEEP GRADE,
 HW3425'FIRE TOWER.  TURN RIGHT OVER A CONCRETE
 HW3425'BRIDGE AND GO NORTHERLY UP A STEEP GRADE FOR
 HW3425'1.55 MILES TO THE SUMMIT OF THE RIDGE AT A SIGN ON THE
 HW3425'LEFT CRANNY CROW LOOKOUT, BIG
 HW3425'RIDGE TRAIL.  CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR
 HW3425'0.05 MILE TO AN OLD SHELTER
 HW3425'CABIN JUST AHEAD AND THE ROAD TURNS LEFT AND THE AZIMUTH MARK AS
 HW3425'DESCRIBED.  TO REACH THE STATION
 HW3425'FROM THE AZIMUTH MARK GO NORTHERLY THROUGH TWO OLD
 HW3425'FIELDS AND UP THE SIDE OF THE RIDGE FOR 0.7 MILE TO
 HW3425'THE CRANNY CROW LOOKOUT TOWER AND
 HW3425'THE STATION AS DESCRIBED.
 HW3425'
 HW3425'HEIGHT OF LIGHT ABOVE STATION MARK 22.18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3063 ***********************************************************************
 HX3063  DESIGNATION -  LOUDEN
 HX3063  PID         -  HX3063
 HX3063  STATE/COUNTY-  WV/KANAWHA
 HX3063  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3063
 HX3063                         *CURRENT SURVEY CONTROL
 HX3063  ___________________________________________________________________
 HX3063* NAD 83(1995)-  38 19 39.82708(N)    081 37 54.69620(W)     ADJUSTED  
 HX3063* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 HX3063  ___________________________________________________________________
 HX3063  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 HX3063  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HX3063
 HX3063  HORZ ORDER  -  FIRST
 HX3063
 HX3063.The horizontal coordinates were established by classical geodetic methods
 HX3063.and adjusted by the National Geodetic Survey in April 1998..
 HX3063
 HX3063.The orthometric height was scaled from a topographic map.
 HX3063
 HX3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3063
 HX3063.The geoid height was determined by GEOID03.
 HX3063
 HX3063;                    North         East     Units Scale Factor Converg.
 HX3063;SPC WV S     -   147,551.578   544,754.430   MT  0.99992879   -0 23 26.2
 HX3063;UTM  17      - 4,242,367.193   444,771.907   MT  0.99963756   -0 23 30.7
 HX3063
 HX3063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3063!SPC WV S     -   0.99995139  x   0.99992879  =   0.99988018
 HX3063!UTM  17      -   0.99995139  x   0.99963756  =   0.99958896
 HX3063
 HX3063|---------------------------------------------------------------------|
 HX3063| PID    Reference Object                     Distance      Geod. Az  |
 HX3063|                                                           dddmmss.s |
 HX3063| DC4592 LOUDEN RM 1                          17.862 METERS 00349     |
 HX3063| DC4591 LOUDEN AZ MK                                       0153501.6 |
 HX3063| HX3053 CHARLESTON MILLING CO TANK          APPROX. 2.4 KM 0161930.3 |
 HX3063| HX3044 CHARLESTON STATE CAPITOL DOME       APPROX. 2.0 KM 0605635.3 |
 HX3063| HX3069 CHARLESTON LOUDEN HTS MUN TK        APPROX. 1.0 KM 2382832.8 |
 HX3063| DC4593 LOUDEN RM 2                          18.850 METERS 24351     |
 HX3063| HX3087 CHARLESTON S HILLS MUN TANK         APPROX. 2.1 KM 3271043.5 |
 HX3063| HX3065 CHARLESTON CITY POLICE MAST         APPROX. 2.6 KM 3581246.7 |
 HX3063| HX3062 CHARLESTON D BOONE HOTEL TK         APPROX. 2.7 KM 3595317.6 |
 HX3063|---------------------------------------------------------------------|
 HX3063
 HX3063                          SUPERSEDED SURVEY CONTROL
 HX3063
 HX3063  NAD 83(1995)-  38 19 39.83449(N)    081 37 54.70116(W) AD(       ) 1
 HX3063  NAD 83(1986)-  38 19 39.83519(N)    081 37 54.70241(W) AD(       ) 1
 HX3063  NAD 27      -  38 19 39.48400(N)    081 37 55.26000(W) AD(       ) 1
 HX3063
 HX3063.Superseded values are not recommended for survey control.
 HX3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3063.See file dsdata.txt to determine how the superseded data were derived.
 HX3063
 HX3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4477242367(NAD 83)
 HX3063_MARKER: DS = TRIANGULATION STATION DISK
 HX3063_SETTING: 0 = UNSPECIFIED SETTING
 HX3063
 HX3063  HISTORY     - Date     Condition        Report By
 HX3063  HISTORY     - 1944     MONUMENTED       CGS
 HX3063  HISTORY     - 1958     MARK NOT FOUND   USGS
 HX3063
 HX3063                          STATION DESCRIPTION
 HX3063
 HX3063'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3063'STATION IS LOCATED
 HX3063'ABOUT 1-1/2 MILES
 HX3063'S OF THE CENTER OF CHARLESTON, SLIGHTLY E OF THE
 HX3063'HIGHEST PART OF A PROMINENT KNOB IN
 HX3063'THE SUBURBAN DISTRICT OF LOUDEN
 HX3063'HEIGHTS, ON LAND OWNED BY MR. PATRICK KOONTZ, 19 FEET
 HX3063'NW OF A 5-
 HX3063'INCH PINE TREE, AND 14 FEET SE OF A LARGE ROCK PILE.
 HX3063'
 HX3063'STATION MARK IS A BRONZE STATION DISK SET IN AN IRON PIPE
 HX3063'WHICH IS FLUSH
 HX3063'WITH THE SURFACE OF THE GROUND.  UNDERGROUND MARK
 HX3063'IS A BRONZE DISK SET IN THE TOP
 HX3063'OF A CONCRETE POST.  DISK IS
 HX3063'STAMPED LOUDEN 1944.
 HX3063'
 HX3063'REFERENCE MARK 1 IS ON THE NE SLOPE OF THE HILL AND ABOUT 2
 HX3063'FEET E OF A
 HX3063'BUTTERNUT TREE.  IT IS A BRONZE REFERENCE DISK SET IN
 HX3063'AN IRON PIPE PROJECTING ABOUT
 HX3063'4 INCHES ABOVE THE GROUND.  IT IS
 HX3063'STAMPED LOUDEN NO 1 1944.
 HX3063'
 HX3063'REFERENCE MARK 2 IS ON THE W SLOPE OF THE HILL AND 22 FEET S
 HX3063'OF A 12-INCH PINE
 HX3063'TREE.  IT IS A BRONZE REFERENCE DISK SET IN AN
 HX3063'IRON PIPE PROJECTING ABOUT 8 INCHES
 HX3063'ABOVE THE GROUND.  IT IS
 HX3063'STAMPED LOUDEN NO 2 1944.
 HX3063'
 HX3063'AZIMUTH MARK IS AT THE SW CORNER OF THE LAWN OF THE DR. C. R.
 HX3063'ADAMS RESIDENCE.
 HX3063'IT IS 14.5 FEET N OF THE APPROXIMATE CENTER LINE
 HX3063'OF A CONCRETE ROAD, 5.5 FEET NW OF A
 HX3063'MAIL BOX, 5 FEET SW OF A STONE
 HX3063'FENCE CORNER, AND 2.5 FEET S OF A WITNESS POST.  A
 HX3063'BRONZE AZIMUTH
 HX3063'DISK SET IN THE TOP OF A CONCRETE POST.  STAMPED LOUDEN 1944.
 HX3063'
 HX3063'TO REACH THE STATION FROM THE CHESAPEAKE AND OHIO RAILWAY DEPOT
 HX3063'AT THE SW END OF
 HX3063'THE KANAWHA RIVER BRIDGE IN CHARLESTON, BEAR
 HX3063'LEFT UPHILL, FOLLOWING THE LOUDEN
 HX3063'HEIGHTS ROAD SIGNS, FOR 1.85 MILES
 HX3063'TO A T-INTERSECTION.  TURN LEFT AND GO 1.0 MILE TO A
 HX3063'MACADAM ROAD
 HX3063'RIGHT.* TURN RIGHT UPHILL AND GO 0.25 MILE TO A LOCKED BOARD GATE
 HX3063'ON THE LEFT.**
 HX3063'PASS THROUGH THE GATE AND GO 0.1 MILE TO THE TOP
 HX3063'OF THE HILL AND STATION ON THE RIGHT.
 HX3063'
 HX3063'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE ON THE
 HX3063'CONCRETE ROAD FOR
 HX3063'0.2 MILE TO A FORKS, TAKE THE LEFT FORK AND GO
 HX3063'0.1 MILE TO THE MARK ON THE LEFT.
 HX3063'
 HX3063'**THE KEY TO THE LOCK ON THIS GATE MAY BE OBTAINED FROM MR.
 HX3063'WILLIAM MIDKIFF
 HX3063'WHO LIVES IN THIS VICINITY.
 HX3063'
 HX3063'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HX3063
 HX3063                          STATION RECOVERY (1958)
 HX3063
 HX3063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HX3063'STATION NOT FOUND.  HOUSE APPARENTLY BUILT OVER SITE.
 HX3063'REFERENCE MARK 1
 HX3063'WAS ONLY MARK FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4735 ***********************************************************************
 JV4735  DESIGNATION -  LOWE
 JV4735  PID         -  JV4735
 JV4735  STATE/COUNTY-  WV/BERKELEY
 JV4735  USGS QUAD   -  WILLIAMSPORT (1979)
 JV4735
 JV4735                         *CURRENT SURVEY CONTROL
 JV4735  ___________________________________________________________________
 JV4735* NAD 83(1995)-  39 35 07.88011(N)    077 50 03.69258(W)     ADJUSTED  
 JV4735* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 JV4735  ___________________________________________________________________
 JV4735  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 JV4735  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JV4735
 JV4735  HORZ ORDER  -  THIRD
 JV4735
 JV4735.The horizontal coordinates were established by classical geodetic methods
 JV4735.and adjusted by the National Geodetic Survey in April 1998..
 JV4735
 JV4735.The orthometric height was scaled from a topographic map.
 JV4735
 JV4735.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4735
 JV4735.The geoid height was determined by GEOID03.
 JV4735
 JV4735;                    North         East     Units Scale Factor Converg.
 JV4735;SPC WV N     -   121,837.898   743,075.094   MT  0.99994099   +1 03 44.3
 JV4735;SPC MD       -   213,337.828   328,321.054   MT  1.00002652   -0 31 25.2
 JV4735;SPC MD       -   699,925.86  1,077,166.66   sFT  1.00002652   -0 31 25.2
 JV4735;UTM  18      - 4,385,594.211   256,584.674   MT  1.00032955   -1 48 25.3
 JV4735
 JV4735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4735!SPC WV N     -   0.99998344  x   0.99994099  =   0.99992443
 JV4735!SPC MD       -   0.99998344  x   1.00002652  =   1.00000996
 JV4735!UTM  18      -   0.99998344  x   1.00032955  =   1.00031298
 JV4735
 JV4735:                Primary Azimuth Mark                     Grid Az
 JV4735:SPC WV N     -  RONEY                                    058 24 28.3
 JV4735:SPC MD       -  RONEY                                    059 59 37.8
 JV4735:UTM  18      -  RONEY                                    061 16 37.9
 JV4735
 JV4735|---------------------------------------------------------------------|
 JV4735| PID    Reference Object                     Distance      Geod. Az  |
 JV4735|                                                           dddmmss.s |
 JV4735| JV4732 RONEY                               APPROX. 2.6 KM 0592812.6 |
 JV4735| CK7794 LOWE RM 1                            10.235 METERS 16053     |
 JV4735| CK7795 LOWE RM 2                            11.808 METERS 23937     |
 JV4735|---------------------------------------------------------------------|
 JV4735
 JV4735                          SUPERSEDED SURVEY CONTROL
 JV4735
 JV4735  NAD 83(1995)-  39 35 07.88012(N)    077 50 03.69254(W) AD(       ) 3
 JV4735  NAD 83(1986)-  39 35 07.87980(N)    077 50 03.70099(W) AD(       ) 3
 JV4735  NAD 27      -  39 35 07.52790(N)    077 50 04.71870(W) AD(       ) 3
 JV4735
 JV4735.Superseded values are not recommended for survey control.
 JV4735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4735.See file dsdata.txt to determine how the superseded data were derived.
 JV4735
 JV4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ5658585594(NAD 83)
 JV4735_MARKER: DS = TRIANGULATION STATION DISK
 JV4735_SETTING: 66 = SET IN ROCK OUTCROP
 JV4735
 JV4735  HISTORY     - Date     Condition        Report By
 JV4735  HISTORY     - 1957     MONUMENTED       CGS
 JV4735  HISTORY     - 1977     MARK NOT FOUND   ALSTER
 JV4735
 JV4735                          STATION DESCRIPTION
 JV4735
 JV4735'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 JV4735'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF WILLIAMSPORT,
 JV4735'MARYLAND, ABOUT 1-1/2 MILES EAST
 JV4735'OF MARLOWE AND 1/4 MILE WEST OF THE POTOMAC RIVER.  THE STATION DISK
 JV4735'IS SET FLUSH IN A DRILL HOLE IN A
 JV4735'ROCK THAT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 JV4735'LOWE 1957.
 JV4735'
 JV4735'REFERENCE MARK NO. 1 IS CEMENTED FLUSH IN A DRILL HOLE IN A ROCK THAT
 JV4735'PROJECTS ABOUT 2 INCHES AND THE
 JV4735'DISK IS STAMPED LOWE NO 1 1957.
 JV4735'
 JV4735'REFERENCE MARK NO. 2 IS CEMENTED FLUSH IN A DRILL HOLE IN A ROCK THAT
 JV4735'PROJECTS ABOUT 2 INCHES AND THE
 JV4735'DISK IS STAMPED LOWE NO 2 1957.
 JV4735'
 JV4735'TO REACH STATION FROM THE WEST END OF THE TOLL BRIDGE OVER THE
 JV4735'POTOMAC RIVER IN
 JV4735'WILLIAMSPORT, MARYLAND, GO WEST ON U.S. HIGHWAY 11 FOR 0.55 MILE TO
 JV4735'SIDE ROAD LEFT.  TURN LEFT AND GO
 JV4735'0.4 MILE TO THE END OF BLACKTOP ROAD.  CONTINUE ON DIRT ROAD FOR 0.3
 JV4735'MILE TO A DIRT ROAD RIGHT.  TURN
 JV4735'RIGHT AND FOLLOW DIRT FIELD ROAD FOR 0.2 MILE TO A
 JV4735'WOODEN GATE.  PASS THROUGH GATE AND CONTINUE
 JV4735'STRAIGHT AHEAD FOR 0.05 MILE TO STATION
 JV4735'AS DESCRIBED.
 JV4735'
 JV4735'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JV4735
 JV4735                          STATION RECOVERY (1977)
 JV4735
 JV4735'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977 (TCH)
 JV4735'MARK SEARCHED FOR BUT NOT RECOVERED.  AREA HAS BEEN CHANGED,
 JV4735'CONSIDER LOST.
 JV4735'
 JV4735'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI. SW OF
 JV4735'WILLIAMSPORT, MARYLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1992 ***********************************************************************
 JX1992  DESIGNATION -  LOWMAN
 JX1992  PID         -  JX1992
 JX1992  STATE/COUNTY-  WV/WETZEL
 JX1992  USGS QUAD   -  BIG RUN (1976)
 JX1992
 JX1992                         *CURRENT SURVEY CONTROL
 JX1992  ___________________________________________________________________
 JX1992* NAD 83(1995)-  39 33 52.40859(N)    080 36 21.50846(W)     ADJUSTED  
 JX1992* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 JX1992  ___________________________________________________________________
 JX1992  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 JX1992  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JX1992
 JX1992  HORZ ORDER  -  THIRD
 JX1992
 JX1992.The horizontal coordinates were established by classical geodetic methods
 JX1992.and adjusted by the National Geodetic Survey in April 1998..
 JX1992
 JX1992.The orthometric height was scaled from a topographic map.
 JX1992
 JX1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1992
 JX1992.The geoid height was determined by GEOID03.
 JX1992
 JX1992;                    North         East     Units Scale Factor Converg.
 JX1992;SPC WV N     -   118,769.025   504,967.389   MT  0.99994131   -0 42 19.3
 JX1992;UTM  17      - 4,379,503.359   533,846.606   MT  0.99961410   +0 15 03.5
 JX1992
 JX1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1992!SPC WV N     -   0.99993040  x   0.99994131  =   0.99987172
 JX1992!UTM  17      -   0.99993040  x   0.99961410  =   0.99954453
 JX1992
 JX1992|---------------------------------------------------------------------|
 JX1992| PID    Reference Object                     Distance      Geod. Az  |
 JX1992|                                                           dddmmss.s |
 JX1992| CX4072 LOWMAN RM 2                           7.254 METERS 13624     |
 JX1992| CX4071 LOWMAN RM 1                           8.278 METERS 21209     |
 JX1992| JX1995 PINE GROVE RADIO KQC 533 MAST       APPROX. 6.8 KM 2415243.1 |
 JX1992| JX1996 PINE GROVE RADIO KQA 859 MAST       APPROX. 6.6 KM 2481135.6 |
 JX1992| CX4070 LOWMAN AZ MK                                       2803939.7 |
 JX1992|---------------------------------------------------------------------|
 JX1992
 JX1992                          SUPERSEDED SURVEY CONTROL
 JX1992
 JX1992  NAD 83(1986)-  39 33 52.41339(N)    080 36 21.51615(W) AD(       ) 3
 JX1992  NAD 27      -  39 33 52.12080(N)    080 36 22.16420(W) AD(       ) 3
 JX1992
 JX1992.Superseded values are not recommended for survey control.
 JX1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1992.See file dsdata.txt to determine how the superseded data were derived.
 JX1992
 JX1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND3384779503(NAD 83)
 JX1992_MARKER: DS = TRIANGULATION STATION DISK
 JX1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1992_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1992
 JX1992  HISTORY     - Date     Condition        Report By
 JX1992  HISTORY     - 1963     MONUMENTED       CGS
 JX1992
 JX1992                          STATION DESCRIPTION
 JX1992
 JX1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1992'THE STATION IS LOCATED ON THE SUMMIT OF A HILL ON LOWMAN RIDGE, ABOUT
 JX1992'5 MILES NORTHWEST OF
 JX1992'SMITHFIELD, ABOUT 4.0 MILES EAST OF PINE GROVE AND 3.0 MILES
 JX1992'NORTHEAST OF JACKSONBURG ON THE
 JX1992'PROPERTY OF MR. KENNETH GOODARD.  IT IS 4 FEET NORTHWEST OF A
 JX1992'WITNESS POST, 16 FEET NORTH OF A SMALL
 JX1992'TRIANGLE-BLAZED HICKORY TREE AND 32 FEET WEST
 JX1992'OF AN 8 INCH HICKORY TREE.  THE MONUMENT PROJECTS 1 INCH
 JX1992'AND THE DISK IS STAMPED
 JX1992'LOWMAN 1963.
 JX1992'
 JX1992'TO REACH FROM THE POST OFFICE IN PINE GROVE, GO EAST ON STATE HIGHWAY
 JX1992'20 FOR 0.1 MILE TO A BRIDGE
 JX1992'AND STATE HIGHWAY 20 TURNING TO THE RIGHT.  CROSS THE BRIDGE AND GO
 JX1992'SOUTHEAST ON STATE HIGHWAY 20 FOR
 JX1992'4.9 MILES TO A ROAD TO THE RIGHT IN THE NORTH EDGE
 JX1992'OF JACKSONBURG, CONTINUE ON HIGHWAY FOR 0.35 MILE TO
 JX1992'A ROAD TO THE LEFT AND A SIGN ON
 JX1992'THE RIGHT READING RICHWOOD RUN RD, KINGSTON 7, TURN LEFT ON THE
 JX1992'RICHWOOD RUN ROAD AND GO
 JX1992'NORTHEAST AND EAST FOR 1.15 MILES TO THE END OF THE SURFACED ROAD.
 JX1992'CONTINUE AHEAD ON THE GRAVELED
 JX1992'ROAD FOR 0.9 MILE TO A FORK, STAY ON THE MAIN ROAD, KEEPING THE
 JX1992'LEFT FORK AND GO NORTH AND NORTHEAST FOR
 JX1992'2.75 MILES TO A T-INTERSECTION AND A ROAD
 JX1992'SHARP TO THE RIGHT AT THE TOP OF RIDGE, TURN LEFT AND GO
 JX1992'WEST ON THE GRADED ROAD FOR 1.45
 JX1992'MILES TO A WIRE GAP ON THE RIGHT (FIELD ENTRANCE) AND A PIPE LINE
 JX1992'MARKER ON THE LEFT (IRON PIPE
 JX1992'PAINTED ALUMINUM).  TURN RIGHT ONTO THE FIELD ROAD PASSING THROUGH
 JX1992'THE WIRE GAP AND GO NORTHEAST UP
 JX1992'THE RIDGE AND THROUGH THE BRUSH, STAYING ON THE CREST OF
 JX1992'RIDGE FOR 0.1 MILE TO THE HIGHEST POINT OF
 JX1992'RIDGE AND THE STATION.
 JX1992'
 JX1992'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WESTERLY ON THE
 JX1992'GRADED ROAD FOR 0.15 MILE TO
 JX1992'A FORK, KEEP THE RIGHT FORK AND GO NORTH AND NORTHWEST ON THE MAIN
 JX1992'GRADED ROAD FOR 0.65 MILE O THE
 JX1992'MARK ON THE RIGHT, JUST BEFORE REACHING A GAS LINE
 JX1992'MARKER AT THE SUMMIT OF THE RIDGE.
 JX1992'
 JX1992'REFERENCE MARK 1 IS 31 FEET WEST OF THE WITNESS POST, 12 FEET WEST OF
 JX1992'THE TRIANGLE BLAZED HICKORY
 JX1992'TREE AND 10 FEET EAST OF A 10 INCH HICKORY TREE.  THE MONUMENT
 JX1992'PROJECTS 2 INCHES AND THE DISK IS
 JX1992'STAMPED LOWMAN NO 1 1963.
 JX1992'
 JX1992'REFERENCE MARK IS 23 FEET SOUTH OF THE WITNESS POST, 23 FEET
 JX1992'SOUTHEAST OF THE TRIANGLE
 JX1992'BLAZED HICKORY TREE AND 39 FEET SOUTHWEST OF AN 8 INCH HICKORY TREE.
 JX1992'THE MONUMENT PROJECTS 4 INCHES
 JX1992'AND THE DISK IS STAMPED LOWMAN NO 2 1963.
 JX1992'
 JX1992'THE AZIMUTH MARK IS 2 FEET EAST OF A WITNESS POST, 1.5 FEET SOUTHEAST
 JX1992'OF A PIPE LINE MARKER AND
 JX1992'14.5 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD.  THE MONUMENT
 JX1992'PROJECTS 3 INCHES AND THE DISK IS
 JX1992'STAMPED LOWMAN 1963.
 JX1992'
 JX1992'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1661 ***********************************************************************
 DI1661  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1661  DESIGNATION -  LOYOLA E COOP CORS ARP
 DI1661  CORS_ID     -  LOYE
 DI1661  PID         -  DI1661
 DI1661  STATE/COUNTY-  WV/JACKSON
 DI1661  USGS QUAD   -  RIPLEY (1975)
 DI1661
 DI1661                         *CURRENT SURVEY CONTROL
 DI1661  ___________________________________________________________________
 DI1661* NAD 83(CORS)-  38 49 08.74217(N)    081 42 40.87374(W)     ADJUSTED  
 DI1661* NAVD 88     -                                                        
 DI1661  ___________________________________________________________________
 DI1661  EPOCH DATE  -        2002.00
 DI1661  X           -     717,350.675 (meters)                     COMP
 DI1661  Y           -  -4,924,090.917 (meters)                     COMP
 DI1661  Z           -   3,976,792.534 (meters)                     COMP
 DI1661  ELLIP HEIGHT-         164.01  (meters)          (09/??/06) GPS OBS
 DI1661  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 DI1661
 DI1661  HORZ ORDER  -  SPECIAL (CORS)
 DI1661  ELLP ORDER  -  SPECIAL (CORS)
 DI1661
 DI1661.ITRF positions are available for this station.
 DI1661.The coordinates were established by GPS observations
 DI1661.and adjusted by the National Geodetic Survey in September 2006..
 DI1661.The coordinates are valid at the epoch date displayed above.
 DI1661.The epoch date for horizontal control is a decimal equivalence
 DI1661.of Year/Month/Day.
 DI1661
 DI1661
 DI1661.The PID for the CORS L1 Phase Center is DI1662.
 DI1661
 DI1661.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1661
 DI1661.The ellipsoidal height was determined by GPS observations
 DI1661.and is referenced to NAD 83.
 DI1661
 DI1661.The geoid height was determined by GEOID03.
 DI1661
 DI1661;                    North         East     Units Scale Factor Converg.
 DI1661;SPC WV S     -   202,142.867   538,222.782   MT  0.99998695   -0 26 23.1
 DI1661
 DI1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1661!SPC WV S     -   0.99997427  x   0.99998695  =   0.99996122
 DI1661
 DI1661                          SUPERSEDED SURVEY CONTROL
 DI1661
 DI1661.No superseded survey control is available for this station.
 DI1661
 DI1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3824696942(NAD 83)
 DI1661_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1661
 DI1661                          STATION DESCRIPTION
 DI1661
 DI1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1661'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DI1661'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DI1661'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DI1661'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DI1661'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1662 ***********************************************************************
 DI1662  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1662  DESIGNATION -  LOYOLA E COOP CORS L1 PHASE CENTER
 DI1662  CORS_ID     -  LOYE
 DI1662  PID         -  DI1662
 DI1662  STATE/COUNTY-  WV/JACKSON
 DI1662  USGS QUAD   -  RIPLEY (1975)
 DI1662
 DI1662                         *CURRENT SURVEY CONTROL
 DI1662  ___________________________________________________________________
 DI1662* NAD 83(CORS)-  38 49 08.74220(N)    081 42 40.87378(W)     ADJUSTED  
 DI1662* NAVD 88     -                                                        
 DI1662  ___________________________________________________________________
 DI1662  EPOCH DATE  -        2002.00
 DI1662  X           -     717,350.684 (meters)                     COMP
 DI1662  Y           -  -4,924,090.986 (meters)                     COMP
 DI1662  Z           -   3,976,792.591 (meters)                     COMP
 DI1662  ELLIP HEIGHT-         164.10  (meters)          (09/??/06) GPS OBS
 DI1662  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 DI1662
 DI1662  HORZ ORDER  -  SPECIAL (CORS)
 DI1662  ELLP ORDER  -  SPECIAL (CORS)
 DI1662
 DI1662.ITRF positions are available for this station.
 DI1662.The coordinates were established by GPS observations
 DI1662.and adjusted by the National Geodetic Survey in September 2006..
 DI1662.The coordinates are valid at the epoch date displayed above.
 DI1662.The epoch date for horizontal control is a decimal equivalence
 DI1662.of Year/Month/Day.
 DI1662
 DI1662
 DI1662.The PID for the CORS ARP is DI1661.
 DI1662
 DI1662.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1662
 DI1662.The ellipsoidal height was determined by GPS observations
 DI1662.and is referenced to NAD 83.
 DI1662
 DI1662.The geoid height was determined by GEOID03.
 DI1662
 DI1662;                    North         East     Units Scale Factor Converg.
 DI1662;SPC WV S     -   202,142.868   538,222.781   MT  0.99998695   -0 26 23.1
 DI1662
 DI1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1662!SPC WV S     -   0.99997425  x   0.99998695  =   0.99996120
 DI1662
 DI1662                          SUPERSEDED SURVEY CONTROL
 DI1662
 DI1662.No superseded survey control is available for this station.
 DI1662
 DI1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3824696942(NAD 83)
 DI1662_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1662
 DI1662                          STATION DESCRIPTION
 DI1662
 DI1662'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1662'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DI1662'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DI1662'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DI1662'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DI1662'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2987 ***********************************************************************
 HX2987  DESIGNATION -  LUCILE
 HX2987  PID         -  HX2987
 HX2987  STATE/COUNTY-  WV/WIRT
 HX2987  USGS QUAD   -  BURNING SPRINGS (1976)
 HX2987
 HX2987                         *CURRENT SURVEY CONTROL
 HX2987  ___________________________________________________________________
 HX2987* NAD 83(1995)-  38 58 21.61010(N)    081 22 12.69583(W)     ADJUSTED  
 HX2987* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 HX2987  ___________________________________________________________________
 HX2987  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 HX2987  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HX2987
 HX2987  HORZ ORDER  -  SECOND
 HX2987
 HX2987.The horizontal coordinates were established by classical geodetic methods
 HX2987.and adjusted by the National Geodetic Survey in April 1998..
 HX2987
 HX2987.The orthometric height was scaled from a topographic map.
 HX2987
 HX2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2987
 HX2987.The geoid height was determined by GEOID03.
 HX2987
 HX2987;                    North         East     Units Scale Factor Converg.
 HX2987;SPC WV N     -    54,161.468   437,940.424   MT  1.00000528   -1 11 33.9
 HX2987;SPC WV S     -   219,018.745   567,918.589   MT  1.00002026   -0 13 43.9
 HX2987;UTM  17      - 4,313,808.850   467,931.939   MT  0.99961266   -0 13 58.2
 HX2987
 HX2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2987!SPC WV N     -   0.99994963  x   1.00000528  =   0.99995491
 HX2987!SPC WV S     -   0.99994963  x   1.00002026  =   0.99996989
 HX2987!UTM  17      -   0.99994963  x   0.99961266  =   0.99956231
 HX2987
 HX2987|---------------------------------------------------------------------|
 HX2987| PID    Reference Object                     Distance      Geod. Az  |
 HX2987|                                                           dddmmss.s |
 HX2987| DC4599 LUCILE RM 1                           6.451 METERS 03220     |
 HX2987| DC4598 LUCILE AZ MK                                       2373659.8 |
 HX2987| DC4600 LUCILE RM 2                           5.703 METERS 28323     |
 HX2987|---------------------------------------------------------------------|
 HX2987
 HX2987                          SUPERSEDED SURVEY CONTROL
 HX2987
 HX2987  NAD 83(1986)-  38 58 21.61547(N)    081 22 12.70234(W) AD(       ) 2
 HX2987  NAD 27      -  38 58 21.32100(N)    081 22 13.27200(W) AD(       ) 2
 HX2987
 HX2987.Superseded values are not recommended for survey control.
 HX2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2987.See file dsdata.txt to determine how the superseded data were derived.
 HX2987
 HX2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6793213809(NAD 83)
 HX2987_MARKER: DS = TRIANGULATION STATION DISK
 HX2987_SETTING: 0 = UNSPECIFIED SETTING
 HX2987
 HX2987  HISTORY     - Date     Condition        Report By
 HX2987  HISTORY     - 1944     MONUMENTED       CGS
 HX2987
 HX2987                          STATION DESCRIPTION
 HX2987
 HX2987'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2987'STATION IS LOCATED ABOUT 4.5 MILES SE OF THE VILLAGE OF PALESTINE, 2
 HX2987'MILES NE OF THE SMALL VILLAGE OF
 HX2987'LUCILE, ON THE PROPERTY OF F.L. DAVIDSON WHO
 HX2987'LIVES ABOUT 0.15 MILE SE OF THE
 HX2987'STATION.  IT IS LOCATED ON THE
 HX2987'SUMMIT OF A BARE KNOLL WITH THE EXCEPTION OF A
 HX2987'LONE 12-INCH WILD
 HX2987'CHERRY TREE WHICH IS 5.7 FEET N OF THE STATION.
 HX2987'
 HX2987'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A 6-INCH
 HX2987'TILE THAT PROJECTS
 HX2987'6 INCHES.  STAMPED LUCILE 1944.  UNDERGROUND
 HX2987'MARK IS A BRONZE DISK SET IN THE TOP
 HX2987'OF A CONCRETE POST.
 HX2987'
 HX2987'REFERENCE MARK 1 IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 HX2987'STATION MARK.  IT
 HX2987'IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 HX2987'IN OUTCROPPING BEDROCK THAT IS FLUSH
 HX2987'WITH THE GROUND.  IT IS
 HX2987'STAMPED LUCILE NO 1 1944.
 HX2987'
 HX2987'REFERENCE MARK 2 IS ABOUT 2 FEET LOWER IN ELEVATION THAT
 HX2987'THE STATION MARK.
 HX2987'IT IS A BRONZE REFERENCE DISK SET IN THE TOP
 HX2987'OF A 4-INCH TILE THAT PROJECTS 2
 HX2987'INCHES.  IT IS STAMPED LUCILE
 HX2987'NO 2 1944.
 HX2987'
 HX2987'AZIMUTH MARK IS 16 FEET N OF THE APPROXIMATE CENTER LINE OF
 HX2987'A GRADED DIRT
 HX2987'ROAD, 12 FEET E OF THE CENTER LINE OF STATE HIGHWAY
 HX2987'14, AND IS STAMPED LUCILE 1944.
 HX2987'IT IS A BRONZE AZIMUTH
 HX2987'DISK SET IN A DRILL HOLE IN THE E HEAD WALL OF
 HX2987'CONCRETE CULVERT
 HX2987'OVER TWO RUN CREEK.
 HX2987'
 HX2987'TO REACH THE STATION FROM THE W END OF THE LEE RUN BRIDGE
 HX2987'IN THE SMALL
 HX2987'VILLAGE OF LUCILE, GO NW ON STATE HIGHWAY 14 FOR
 HX2987'1.7 MILES TO A DIRT T-ROAD
 HX2987'RIGHT THAT IS JUST S OF TWO RUN
 HX2987'BRIDGE AND AZIMUTH MARK.  HERE TURN RIGHT ON
 HX2987'DIRT ROAD AND GO
 HX2987'1.7 MILES TO A CROSS ROAD, THEN LEFT AND GO 1.25 MILES TO THE
 HX2987'SUMMIT OF A
 HX2987'GRADE, THENCE LEFT UP STEEP HILL FOR 0.1 MILE TO A
 HX2987'LONE WILD CHERRY TREE AND THE STATION
 HX2987'
 HX2987'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1320 ***********************************************************************
 JW1320  DESIGNATION -  LUKE
 JW1320  PID         -  JW1320
 JW1320  STATE/COUNTY-  WV/TUCKER
 JW1320  USGS QUAD   -  PARSONS (1995)
 JW1320
 JW1320                         *CURRENT SURVEY CONTROL
 JW1320  ___________________________________________________________________
 JW1320* NAD 83(1995)-  39 07 10.64677(N)    079 38 26.18434(W)     ADJUSTED  
 JW1320* NAVD 88     -       818.34   (+/-2cm)    2684.8    (feet)  VERTCON   
 JW1320  ___________________________________________________________________
 JW1320  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 JW1320  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JW1320
 JW1320  HORZ ORDER  -  THIRD
 JW1320  VERT ORDER  -  THIRD ? (See Below)
 JW1320
 JW1320.The horizontal coordinates were established by classical geodetic methods
 JW1320.and adjusted by the National Geodetic Survey in April 1998..
 JW1320
 JW1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1320.The vertical order pertains to the NGVD 29 superseded value.
 JW1320
 JW1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1320
 JW1320.The geoid height was determined by GEOID03.
 JW1320
 JW1320;                    North         East     Units Scale Factor Converg.
 JW1320;SPC WV N     -    68,798.315   587,840.532   MT  0.99997954   -0 05 22.8
 JW1320;UTM  17      - 4,330,931.214   617,516.051   MT  0.99977004   +0 51 28.1
 JW1320
 JW1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1320!SPC WV N     -   0.99987649  x   0.99997954  =   0.99985603
 JW1320!UTM  17      -   0.99987649  x   0.99977004  =   0.99964656
 JW1320
 JW1320|---------------------------------------------------------------------|
 JW1320| PID    Reference Object                     Distance      Geod. Az  |
 JW1320|                                                           dddmmss.s |
 JW1320| CX4076 LUKE RM 1                             4.678 METERS 03637     |
 JW1320| CX4075 LUKE AZ MK                                         0880150.4 |
 JW1320| CX4077 LUKE RM 2                            15.220 METERS 11140     |
 JW1320| JW1319 BRASS PIN NEAR LUKE 1956              2.039 METERS 19329     |
 JW1320|---------------------------------------------------------------------|
 JW1320
 JW1320                          SUPERSEDED SURVEY CONTROL
 JW1320
 JW1320  NAD 83(1995)-  39 07 10.65502(N)    079 38 26.19711(W) AD(       ) 3
 JW1320  NAD 83(1986)-  39 07 10.65495(N)    079 38 26.19727(W) AD(       ) 3
 JW1320  NAD 27      -  39 07 10.26620(N)    079 38 26.97550(W) AD(       ) 3
 JW1320  NGVD 29 (07/19/86)  818.50   (m)         2685.4    (f) LEVELING    3  
 JW1320
 JW1320.Superseded values are not recommended for survey control.
 JW1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1320.See file dsdata.txt to determine how the superseded data were derived.
 JW1320
 JW1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1751630931(NAD 83)
 JW1320_MARKER: DS = TRIANGULATION STATION DISK
 JW1320_SETTING: 80 = SET IN A BOULDER
 JW1320_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1320
 JW1320  HISTORY     - Date     Condition        Report By
 JW1320  HISTORY     - 1956     MONUMENTED       CGS
 JW1320
 JW1320                          STATION DESCRIPTION
 JW1320
 JW1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1320'THE STATION IS LOCATED, AIRLINE, ABOUT 2-3/4 MILES NORTHEAST OF
 JW1320'PARSONS, 2-3/4 MILES NORTH
 JW1320'OF HAMBLETON, 1 MILE WEST NORTHWEST OF THE MACKEYVILLE SCHOOL AND ON
 JW1320'THE SUMMIT OF A PARTLY BARE HILL.
 JW1320'
 JW1320'THE STATION MARK IS A STANDARD DISK STAMPED LUKE 1956 SET IN A DRILL
 JW1320'HOLE IN A SMALL BOULDER
 JW1320'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS 11.5 FEET
 JW1320'SOUTH OF A SMALL CAIRN.
 JW1320'
 JW1320'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LUKE NO 1 1956
 JW1320'BRAZED TO THE TOP OF A 2
 JW1320'INCH IRON PIPE THAT PROJECTS 5 INCHES ABOVE THE GROUND.  THE MARK IS
 JW1320'AT THE STATION ELEVATION.
 JW1320'
 JW1320'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LUKE NO 2 1956
 JW1320'SET IN A DRILL HOLE IN A
 JW1320'SMALL BOULDER THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS
 JW1320'2-1/2 FEET LOWER THAN THE STATION.
 JW1320'
 JW1320'*THE SMALL BRASS PIN (NO IDENTIFICATION MARKS) IS SET IN THE TOP OF A
 JW1320'4 INCH SQUARE CONCRETE POST THAT
 JW1320'PROJECTS 8 INCHES ABOVE THE GROUND.  THE BRASS PIN SET IN THE
 JW1320'CONCRETE POST IS ABOUT 1/2 FOOT HIGHER
 JW1320'THAN THE STATION.
 JW1320'
 JW1320'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LUKE 1956 SET IN THE TOP
 JW1320'OF A 10 INCH SQUARE CONCRETE
 JW1320'POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 14 FEET
 JW1320'WEST OF THE CENTERLINE OF A GRAVELED
 JW1320'ROAD, 8.5 FEET NORTHWEST OF THE NORTHWEST END OF A POLE
 JW1320'GATE, 2 FEET WEST OF A WHITE WITNESS POST AND IT
 JW1320'IS IN A NORTH-SOUTH FENCE LINE.
 JW1320'
 JW1320'TO REACH THE STATION FROM THE RAILROAD STATION IN PARSONS GO NORTH ON
 JW1320'U.S. HIGHWAY 219 FOR 0.05 MILE
 JW1320'TO THE JUNCTION OF STATE HIGHWAY 72.  TURN RIGHT, EAST, AND GO ON
 JW1320'U.S.  HIGHWAY 219 AND STATE HIGHWAY 72
 JW1320'FOR 1.65 MILES TO THE JUNCTION OF U.S. HIGHWAY 219 AND
 JW1320'STATE HIGHWAY 72.  KEEP LEFT, NORTHEAST, ON U.S.
 JW1320'HIGHWAY 219 FOR 3.05 MILES TO THE
 JW1320'MACKEYVILLE ROAD ON THE RIGHT AND A REVERSE FORK ON THE LEFT.  TURN
 JW1320'SHARP LEFT AND GO WESTERLY ON THE
 JW1320'MAIN ROAD FOR 1.3 MILES TO A POLE GATE ON THE LEFT AND THE AZIMUTH
 JW1320'MARK AS DESCRIBED.  CONTINUE
 JW1320'STRAIGHT AHEAD, WESTERLY, FOR 0.25 MILE TO A FARMHOUSE AND THE
 JW1320'END OF THE ROAD.  **GO WEST THROUGH THE
 JW1320'FARMYARD FOR 0.05 MILE TO A NORTH-SOUTH FENCE
 JW1320'LINE.  PASS THROUGH THE FENCE LINE AND GO WESTERLY FOR 0.2
 JW1320'MILE UP THE STEEP SLOPE OF THE
 JW1320'HILL TO THE HIGHEST PART AND THE STATION AS DESCRIBED.
 JW1320'*NOTE- NO INFORMATION
 JW1320'WAS AVAILABLE ON THE SMALL BRASS PIN SET IN THE TOP OF THE 4
 JW1320'INCH SQUARE CONCRETE POST.
 JW1320'**NOTE- TO DRIVE TO THE STATION FROM THE FARMHOUSE A FOUR
 JW1320'WHEEL DRIVE VEHICLE IS NEEDED.
 JW1320'
 JW1320'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2991 ***********************************************************************
 HX2991  DESIGNATION -  LUKENS USGS 1944
 HX2991  PID         -  HX2991
 HX2991  STATE/COUNTY-  WV/ROANE
 HX2991  USGS QUAD   -  BURNING SPRINGS (1976)
 HX2991
 HX2991                         *CURRENT SURVEY CONTROL
 HX2991  ___________________________________________________________________
 HX2991* NAD 83(1995)-  38 53 46.85379(N)    081 18 26.72884(W)     ADJUSTED  
 HX2991* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 HX2991  ___________________________________________________________________
 HX2991  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 HX2991  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HX2991
 HX2991  HORZ ORDER  -  SECOND
 HX2991
 HX2991.The horizontal coordinates were established by classical geodetic methods
 HX2991.and adjusted by the National Geodetic Survey in April 1998..
 HX2991
 HX2991.The orthometric height was scaled from a topographic map.
 HX2991
 HX2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2991
 HX2991.The geoid height was determined by GEOID03.
 HX2991
 HX2991;                    North         East     Units Scale Factor Converg.
 HX2991;SPC WV S     -   210,526.071   573,330.069   MT  1.00000280   -0 11 24.2
 HX2991;SPC WV N     -    45,579.002   443,208.371   MT  1.00002121   -1 09 09.8
 HX2991;UTM  17      - 4,305,319.252   473,340.735   MT  0.99960875   -0 11 34.9
 HX2991
 HX2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2991!SPC WV S     -   0.99994960  x   1.00000280  =   0.99995240
 HX2991!SPC WV N     -   0.99994960  x   1.00002121  =   0.99997081
 HX2991!UTM  17      -   0.99994960  x   0.99960875  =   0.99955837
 HX2991
 HX2991                          SUPERSEDED SURVEY CONTROL
 HX2991
 HX2991  NAD 83(1986)-  38 53 46.85934(N)    081 18 26.73543(W) AD(       ) 2
 HX2991  NAD 27      -  38 53 46.55600(N)    081 18 27.30700(W) AD(       ) 2
 HX2991
 HX2991.Superseded values are not recommended for survey control.
 HX2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2991.See file dsdata.txt to determine how the superseded data were derived.
 HX2991
 HX2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7334105319(NAD 83)
 HX2991_MARKER: Z = SEE DESCRIPTION
 HX2991_SETTING: 0 = UNSPECIFIED SETTING
 HX2991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2991
 HX2991  HISTORY     - Date     Condition        Report By
 HX2991  HISTORY     - 1944     MONUMENTED       USGS
 HX2991
 HX2991                          STATION DESCRIPTION
 HX2991
 HX2991'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 HX2991'STATION IS LOCATED ABOUT 7 MILES NE OF SPENCER, 6-1/2 MILES E OF
 HX2991'REEDY, ON THE SUMMIT OF
 HX2991'A TIMBERED KNOB AT THE HEAD OF BEAVERDAM RUN.  LAND
 HX2991'IS OWNED BY MRS. MARY QUICK.
 HX2991'
 HX2991'STATION MARK IS SET IN A SANDSTONE POST PROJECTING 6 INCHES.
 HX2991'MARKED BY THE STEM
 HX2991'OF A DISK IN THE CENTER OF THE POST.
 HX2991'
 HX2991'TRIANGULATION STATION BEAVERDAM IS 15.045 METERS DISTANT.
 HX2991'
 HX2991'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND
 HX2991'STATE HIGHWAY 14
 HX2991'IN SPENCER, GO N ON HIGHWAY 14 FOR 2.85 MILES
 HX2991'TO A SURFACED T-ROAD RIGHT AT A
 HX2991'LARGE WHITE HOUSE, TURN RIGHT
 HX2991'CROSSING BRIDGE AND GO 4.3 MILES TO A
 HX2991'T-INTERSECTION, TURN LEFT
 HX2991'AND KEEP MAIN ROAD FOR 2.3 MILES TO A DIM T-ROAD RIGHT
 HX2991'AT A
 HX2991'SWINGING BRIDGE, TURN RIGHT AND GO 2.45 MILES TO A BOARD GATE ON
 HX2991'THE LEFT, TURN
 HX2991'LEFT THROUGH GATE AND GO ABOUT 75 YARDS TO ANOTHER
 HX2991'GATE, GO THROUGH GATE AND GO
 HX2991'ABOUT 0.1 MILE TO THE EDGE OF THE
 HX2991'WOODS, TURN LEFT AND FOLLOW WOODS ABOUT 0.1
 HX2991'MILE, TURN RIGHT
 HX2991'THROUGH WOODS FOR 0.1 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0099 ***********************************************************************
 JX0099  DESIGNATION -  LUMBERPORT
 JX0099  PID         -  JX0099
 JX0099  STATE/COUNTY-  WV/HARRISON
 JX0099  USGS QUAD   -  SHINNSTON (1977)
 JX0099
 JX0099                         *CURRENT SURVEY CONTROL
 JX0099  ___________________________________________________________________
 JX0099* NAD 83(1986)-  39 22 36.     (N)    080 20 45.     (W)     SCALED    
 JX0099* NAVD 88     -       302.669  (meters)     993.01   (feet)  ADJUSTED  
 JX0099  ___________________________________________________________________
 JX0099  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JX0099  DYNAMIC HT  -         302.484 (meters)     992.40  (feet)  COMP
 JX0099  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 JX0099
 JX0099  VERT ORDER  -  SECOND    CLASS 0
 JX0099
 JX0099.The horizontal coordinates were scaled from a topographic map and have
 JX0099.an estimated accuracy of +/- 6 seconds.
 JX0099
 JX0099.The orthometric height was determined by differential leveling
 JX0099.and adjusted by the National Geodetic Survey in June 1991..
 JX0099
 JX0099.The geoid height was determined by GEOID03.
 JX0099
 JX0099.The dynamic height is computed by dividing the NAVD 88
 JX0099.geopotential number by the normal gravity value computed on the
 JX0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0099.degrees latitude (g = 980.6199 gals.).
 JX0099
 JX0099.The modeled gravity was interpolated from observed gravity values.
 JX0099
 JX0099;                    North         East    Units  Estimated Accuracy
 JX0099;SPC WV N     -    97,670.      527,120.      MT  (+/- 180 meters Scaled)
 JX0099
 JX0099                          SUPERSEDED SURVEY CONTROL
 JX0099
 JX0099  NGVD 29 (??/??/92)  302.850  (m)          993.60   (f) ADJ UNCH    2 0
 JX0099
 JX0099.Superseded values are not recommended for survey control.
 JX0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0099.See file dsdata.txt to determine how the superseded data were derived.
 JX0099
 JX0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND563587(NAD 83)
 JX0099_MARKER: DB = BENCH MARK DISK
 JX0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0099_SP_SET: BUILDING
 JX0099_STAMPING: LUMBERPORT 1935
 JX0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0099
 JX0099  HISTORY     - Date     Condition        Report By
 JX0099  HISTORY     - 1935     MONUMENTED       CGS
 JX0099
 JX0099                          STATION DESCRIPTION
 JX0099
 JX0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0099'AT LUMBERPORT.
 JX0099'AT LUMBERPORT, HARRISON COUNTY, AT THE HIGH SCHOOL, IN THE TOP
 JX0099'OF THE NORTHWEST SIDE OF THE FIRST STEP LEADING TO THE MAIN
 JX0099'ENTRANCE, AND 7 FEET SOUTH OF THE FIRST SET OF DOORS.  A STANDARD
 JX0099'DISK, STAMPED LUMBERPORT 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1273 ***********************************************************************
 JW1273  DESIGNATION -  LUNICE
 JW1273  PID         -  JW1273
 JW1273  STATE/COUNTY-  WV/GRANT
 JW1273  USGS QUAD   -  MAYSVILLE (1995)
 JW1273
 JW1273                         *CURRENT SURVEY CONTROL
 JW1273  ___________________________________________________________________
 JW1273* NAD 83(1995)-  39 07 15.84697(N)    079 08 07.12614(W)     ADJUSTED  
 JW1273* NAVD 88     -       497.6    (meters)    1633.     (feet)  VERTCON   
 JW1273  ___________________________________________________________________
 JW1273  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 JW1273  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JW1273
 JW1273  HORZ ORDER  -  THIRD
 JW1273
 JW1273.The horizontal coordinates were established by classical geodetic methods
 JW1273.and adjusted by the National Geodetic Survey in April 1998..
 JW1273
 JW1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1273
 JW1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1273
 JW1273.The geoid height was determined by GEOID03.
 JW1273
 JW1273;                    North         East     Units Scale Factor Converg.
 JW1273;SPC WV N     -    69,013.172   631,536.892   MT  0.99997932   +0 13 57.3
 JW1273;UTM  17      - 4,331,867.216   661,196.868   MT  0.99991996   +1 10 36.5
 JW1273
 JW1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1273!SPC WV N     -   0.99992692  x   0.99997932  =   0.99990624
 JW1273!UTM  17      -   0.99992692  x   0.99991996  =   0.99984689
 JW1273
 JW1273|---------------------------------------------------------------------|
 JW1273| PID    Reference Object                     Distance      Geod. Az  |
 JW1273|                                                           dddmmss.s |
 JW1273| CX4079 LUNICE RM 1                           8.922 METERS 22834     |
 JW1273| CX4078 LUNICE AZ MK                                       2843404.2 |
 JW1273| JW1277 PIGEON ROOST LOT                    APPROX.10.6 KM 3135906.1 |
 JW1273| CX4080 LUNICE RM 2                           7.522 METERS 32546     |
 JW1273|---------------------------------------------------------------------|
 JW1273
 JW1273                          SUPERSEDED SURVEY CONTROL
 JW1273
 JW1273  NAD 83(1995)-  39 07 15.85498(N)    079 08 07.13467(W) AD(       ) 3
 JW1273  NAD 83(1986)-  39 07 15.85536(N)    079 08 07.13473(W) AD(       ) 3
 JW1273  NAD 27      -  39 07 15.45670(N)    079 08 08.00540(W) AD(       ) 3
 JW1273  NGVD 29 (07/19/86)  497.7    (m)         1633.     (f) VERT ANG       
 JW1273
 JW1273.Superseded values are not recommended for survey control.
 JW1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1273.See file dsdata.txt to determine how the superseded data were derived.
 JW1273
 JW1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6119731867(NAD 83)
 JW1273_MARKER: DS = TRIANGULATION STATION DISK
 JW1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1273
 JW1273  HISTORY     - Date     Condition        Report By
 JW1273  HISTORY     - 1956     MONUMENTED       CGS
 JW1273
 JW1273                          STATION DESCRIPTION
 JW1273
 JW1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1273'THE STATION IS LOCATED ABOUT 100 YARDS WEST OF AND ABOUT 10 FEET
 JW1273'LOWER THAN THE SUMMIT OF A
 JW1273'PARTIALLY CLEARED HILL, ABOUT 10 MILES AIRLINE WEST-NORTHWEST OF
 JW1273'MOOREFIELD, 8 MILES AIRLINE NORTH OF
 JW1273'PETERSBURG, AND 2 MILES AIRLINE EAST OF MAYSVILLE.
 JW1273'
 JW1273'TO REACH THE STATION FROM THE POST OFFICE IN PETERSBURG GO WEST 0.05
 JW1273'MILE TO AN INTERSECTION.
 JW1273'TURN RIGHT AND GO NORTH AND NORTHWEST ON STATE HIGHWAY 28 FOR 0.8
 JW1273'MILE TO A FORK.  TAKE THE RIGHT
 JW1273'FORK AND GO NORTH ON STATE HIGHWAY 42 FOR 9.5 MILES TO THE
 JW1273'MAYSVILLE CONSOLIDATED SCHOOL ON THE RIGHT.
 JW1273'KEEP STRAIGHT AHEAD 0.3 MILE TO A SIDE
 JW1273'ROAD ON THE RIGHT.  TURN RIGHT AS PER SIGN FALLS 5, CROSS OVER
 JW1273'A SMALL BRIDGE, AND GO NORTH 2.1
 JW1273'MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST 1.4
 JW1273'MILES TO A BOARD GATE AND A SIGN
 JW1273'F.W. REXROAD ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE
 JW1273'GATE, AND GO SOUTH 0.15 MILE TO A FORK.
 JW1273'TAKE THE LEFT FORK AND GO SOUTHWEST 0.6 MILE
 JW1273'TO A GATE AT SOME FARM BUILDINGS.  PASS THROUGH THE GATE
 JW1273'AND CONTINUE SOUTHWEST 0.05 MILE
 JW1273'TO A GATE.  PASS THROUGH THE GATE AND GO SOUTH 0.45 MILE THROUGH TWO
 JW1273'MORE GATES TO A WITNESS POST AND
 JW1273'THE STATION ON THE LEFT.
 JW1273'
 JW1273'THE STATION MARK IS A STANDARD DISK STAMPED LUNICE 1956 SET IN THE
 JW1273'TOP OF A 10-INCH SQUARE
 JW1273'CONCRETE POST THAT PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 15 FEET
 JW1273'WEST OF A WITNESS POST, 4 FEET
 JW1273'SOUTHWEST OF A FENCE LINE, AND ABOUT 75 FEET NORTHEAST
 JW1273'OF THE CENTERLINE OF THE ROAD.
 JW1273'
 JW1273'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED LUNICE NO 1 1956
 JW1273'SET IN THE TOP OF A 10-INCH
 JW1273'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 JW1273'2 FEET LOWER THAN THE STATION.
 JW1273'
 JW1273'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED LUNICE NO 2 1956
 JW1273'SET IN THE TOP OF A 10-INCH
 JW1273'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 JW1273'2 FEET SOUTHWEST OF A FENCE LINE
 JW1273'AND THE SAME ELEVATION AS THE STATION.
 JW1273'
 JW1273'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LUNICE 1956 SET IN THE
 JW1273'TOP OF A 10-INCH SQUARE
 JW1273'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 40 FEET
 JW1273'SOUTHEAST OF A FENCE CORNER AND 8
 JW1273'FEET NORTHEAST OF A LONE 8-INCH CEDAR TREE.
 JW1273'
 JW1273'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH 0.2 MILE TO A
 JW1273'GATE ON THE LEFT.  TURN
 JW1273'LEFT, PASS THROUGH THE GATE, AND GO SOUTHWEST ACROSS A FIELD 0.1 MILE
 JW1273'TO A FENCE CORNER AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE8611 ***********************************************************************
 AE8611  SACS        -  This is a Secondary Airport Control Station.
 AE8611  DESIGNATION -  LWB C
 AE8611  PID         -  AE8611
 AE8611  STATE/COUNTY-  WV/GREENBRIER
 AE8611  USGS QUAD   -  LEWISBURG (1979)
 AE8611
 AE8611                         *CURRENT SURVEY CONTROL
 AE8611  ___________________________________________________________________
 AE8611* NAD 83(1995)-  37 51 48.13011(N)    080 23 34.81781(W)     ADJUSTED  
 AE8611* NAVD 88     -       703.55   (meters)    2308.2    (feet)  GPS OBS   
 AE8611  ___________________________________________________________________
 AE8611  X           -     841,502.071 (meters)                     COMP
 AE8611  Y           -  -4,971,567.684 (meters)                     COMP
 AE8611  Z           -   3,893,894.877 (meters)                     COMP
 AE8611  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AE8611  ELLIP HEIGHT-         672.02  (meters)          (12/04/01) GPS OBS
 AE8611  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 AE8611
 AE8611  HORZ ORDER  -  FIRST
 AE8611  ELLP ORDER  -  FOURTH    CLASS I
 AE8611
 AE8611.This mark is at Greenbrier Valley Airport (LWB)
 AE8611
 AE8611.The horizontal coordinates were established by GPS observations
 AE8611.and adjusted by the National Geodetic Survey in April 1998..
 AE8611
 AE8611.The orthometric height was determined by GPS observations and a
 AE8611.high-resolution geoid model.
 AE8611
 AE8611.GPS derived orthometric heights for airport stations designated as
 AE8611.PACS or SACS are published to 2 decimal places.  This maintains
 AE8611.centimeter relative accuracy between the PACS and SACS.  It does
 AE8611.not indicate centimeter accuracy relative to other marks which are
 AE8611.part of the NAVD 88 network.
 AE8611
 AE8611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8611
 AE8611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8611
 AE8611.The ellipsoidal height was determined by GPS observations
 AE8611.and is referenced to NAD 83.
 AE8611
 AE8611.The geoid height was determined by GEOID03.
 AE8611
 AE8611;                    North         East     Units Scale Factor Converg.
 AE8611;SPC WV S     -    95,998.588   653,409.114   MT  0.99994129   +0 22 30.9
 AE8611;UTM  17      - 4,190,829.347   553,391.516   MT  0.99963511   +0 22 21.3
 AE8611
 AE8611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8611!SPC WV S     -   0.99989456  x   0.99994129  =   0.99983586
 AE8611!UTM  17      -   0.99989456  x   0.99963511  =   0.99952971
 AE8611
 AE8611                          SUPERSEDED SURVEY CONTROL
 AE8611
 AE8611  ELLIP H (04/20/98)  672.09   (m)                       GP(       ) 4 1
 AE8611
 AE8611.Superseded values are not recommended for survey control.
 AE8611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8611.See file dsdata.txt to determine how the superseded data were derived.
 AE8611
 AE8611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB5339290829(NAD 83)
 AE8611_MARKER: DD = SURVEY DISK
 AE8611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8611_STAMPING: LWB C 1997
 AE8611_MARK LOGO: NOS   
 AE8611_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8611+STABILITY: SURFACE MOTION
 AE8611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8611+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8611
 AE8611  HISTORY     - Date     Condition        Report By
 AE8611  HISTORY     - 1997     MONUMENTED       NGS
 AE8611
 AE8611                          STATION DESCRIPTION
 AE8611
 AE8611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (LJL)
 AE8611'THE STATION IS LOCATED ALONG THE NORTH SIDE OF LEWISBURG, AT THE
 AE8611'GREENBRIER VALLEY AIRPORT LOCATED 3 MILES (4.8 KM) NORTH ALONG US
 AE8611'HIGHWAY 219 FROM THE OVERCROSSING OF INTERSTATE HIGHWAY 64.  CONTACT
 AE8611'THE AIRPORT AUTHORITY AT GREENBRIER VALLEY AIRPORT, BOX 329 HIGHWAY
 AE8611'219 NORTH, LEWISBURG, WV.  24901, (304) 645-3961.  TO REACH THE
 AE8611'STATION, ENTER THE FIELD AT THE GATE BETWEEN THE TERMINAL AND THE
 AE8611'CONTROL TOWER AND CONTINUE SOUTHEAST FOR 0.07 MILE, (0.11 KM) THENCE
 AE8611'PROCEED NORTHEAST FOR 0.85 MILE (1.37 KM) ALONG TAXIWAY A, THENCE
 AE8611'PROCEED 0.2 MILE (0.3 KM) SOUTH ALONG TAXIWAY B AND CROSSING THE
 AE8611'RUNWAY, THENCE PROCEED 0.1 MILE (0.2 KM) SOUTHEAST ALONG A PAVED AND
 AE8611'GRAVELED LANE TO THE TOP OF A RISE AND THE STATION AND VOR FACILITY ON
 AE8611'THE LEFT.  THE STATION IS A NATIONAL OCEAN SERVICE DISK SET IN TOP OF
 AE8611'A STANDARD CONCRETE POST RECESSED 0.2 FEET (6.1 CM) BELOW GROUND. THE
 AE8611'STATION IS 358.3 FEET (109.2 M) SOUTHEAST FROM THE NORTHEASTMOST 1 OF
 AE8611'2 SETS OF VASI BOXES, 332.1 FEET (101.2 M) NORTHEAST FROM THE
 AE8611'LOCALIZER BUILDING, 323.2 FEET (98.5 M) SOUTHWEST FROM THE CENTER OF
 AE8611'THE VOR, 289.7 FEET (88.3 M) NORTHWEST FROM AN AIRPORT PERIMETER GATE,
 AE8611'47.5 FEET (14.5 M) NORTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 AE8611'LANE.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AE8611'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1952 ***********************************************************************
 JX1952  DESIGNATION -  LYNN
 JX1952  PID         -  JX1952
 JX1952  STATE/COUNTY-  WV/GILMER
 JX1952  USGS QUAD   -  AUBURN (1964)
 JX1952
 JX1952                         *CURRENT SURVEY CONTROL
 JX1952  ___________________________________________________________________
 JX1952* NAD 83(1995)-  39 01 18.98790(N)    080 51 55.30170(W)     ADJUSTED  
 JX1952* NAVD 88     -       442.7    (meters)    1452.     (feet)  VERTCON   
 JX1952  ___________________________________________________________________
 JX1952  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 JX1952  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JX1952
 JX1952  HORZ ORDER  -  SECOND
 JX1952
 JX1952.The horizontal coordinates were established by classical geodetic methods
 JX1952.and adjusted by the National Geodetic Survey in April 1998..
 JX1952
 JX1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1952
 JX1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1952
 JX1952.The geoid height was determined by GEOID03.
 JX1952
 JX1952;                    North         East     Units Scale Factor Converg.
 JX1952;SPC WV S     -   224,433.197   611,660.013   MT  1.00003248   +0 04 59.6
 JX1952;SPC WV N     -    58,842.969   481,765.208   MT  0.99999592   -0 52 14.8
 JX1952;UTM  17      - 4,319,220.035   511,654.977   MT  0.99960167   +0 05 05.2
 JX1952
 JX1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1952!SPC WV S     -   0.99993573  x   1.00003248  =   0.99996821
 JX1952!SPC WV N     -   0.99993573  x   0.99999592  =   0.99993165
 JX1952!UTM  17      -   0.99993573  x   0.99960167  =   0.99953742
 JX1952
 JX1952|---------------------------------------------------------------------|
 JX1952| PID    Reference Object                     Distance      Geod. Az  |
 JX1952|                                                           dddmmss.s |
 JX1952| CX4081 LYNN RM 1                            19.430 METERS 01609     |
 JX1952| JX1953 LYNN AZIMUTH                        APPROX. 1.6 KM 1573454.8 |
 JX1952| CX4082 LYNN RM 2                            16.888 METERS 25002     |
 JX1952|---------------------------------------------------------------------|
 JX1952
 JX1952                          SUPERSEDED SURVEY CONTROL
 JX1952
 JX1952  NAD 83(1986)-  39 01 18.99320(N)    080 51 55.31038(W) AD(       ) 2
 JX1952  NAD 27      -  39 01 18.67840(N)    080 51 55.93330(W) AD(       ) 2
 JX1952  NGVD 29 (07/19/86)  442.9    (m)         1453.     (f) VERT ANG       
 JX1952
 JX1952.Superseded values are not recommended for survey control.
 JX1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1952.See file dsdata.txt to determine how the superseded data were derived.
 JX1952
 JX1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1165519220(NAD 83)
 JX1952_MARKER: DS = TRIANGULATION STATION DISK
 JX1952_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JX1952_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JX1952
 JX1952  HISTORY     - Date     Condition        Report By
 JX1952  HISTORY     - 1956     MONUMENTED       CGS
 JX1952
 JX1952                          STATION DESCRIPTION
 JX1952
 JX1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX1952'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF GLENVILLE AND 7 MILES
 JX1952'WEST OF LINN ON THE SUMMIT OF
 JX1952'A TIMBER COVERED RIDGE.  IT IS 3 FEET WEST OF A FENCE, 10 FEET EAST
 JX1952'OF A WITNESS POST AND 27 FEET SOUTH
 JX1952'OF A T FENCE-CORNER.  THE MARK PROJECTS ABOUT 12
 JX1952'INCHES AND THE DISK IS STAMPED LYNN 1956.
 JX1952'
 JX1952'REFERENCE MARK NO. 1 IS 3 FEET NORTH OF A FENCE.  THE MARK PROJECTS
 JX1952'ABOUT 12 INCHES AND THE DISK IS
 JX1952'STAMPED LYNN NO 1 1956.
 JX1952'
 JX1952'REFERENCE MARK NO. 2 IS 5 FEET EAST OF A FENCE.  THE MARK PROJECTS
 JX1952'ABOUT 6 INCHES AND THE DISK IS
 JX1952'STAMPED LYNN NO 2 1956.
 JX1952'
 JX1952'TO REACH THE STATION FROM THE POST OFFICE IN TROY GO NORTHWESTERLY ON
 JX1952'STATE HIGHWAY 47 FOR
 JX1952'0.55 MILE TO THE JUNCTION OF STATE HIGHWAY 18.  CONTINUE
 JX1952'NORTHWESTERLY ON STATE HIGHWAY 47
 JX1952'FOR 3.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT ON HORN CREEK ROAD
 JX1952'AND GO SOUTHERLY ON GRAVEL ROAD FOR
 JX1952'1.55 MILES TO FORK AT BRIDGE.  TAKE LEFT FORK
 JX1952'CROSSING BRIDGE AND CONTINUE SOUTHERLY ON GRAVEL ROAD
 JX1952'FOR 1.0 MILE TO A DIRT SIDE ROAD ON
 JX1952'RIGHT.  TURN RIGHT ON DIRT ROAD AND GO WESTERLY FOR 1.2 MILES TO FORK
 JX1952'AT END OF GRADED ROAD.  KEEP
 JX1952'RIGHT FORK ON WOODS ROAD FOR 0.45 MILE TO OLD BUILDING ON LEFT.
 JX1952'CONTINUE ON WOODS ROAD FOR 0.9 MILES
 JX1952'TO CROSSROADS AT TOP OF HILL.  TURN RIGHT AT
 JX1952'CROSSROADS AND GO NORTHWESTERLY ON TRACK ROAD FOR 0.4
 JX1952'MILE TO WOODEN GATE ON RIGHT,
 JX1952'CONTINUE ON TRACK ROAD FOLLOWING THE WEST SIDE OF FENCE-LINE FOR 0.1
 JX1952'MILE TO A T FENCE CORNER ON
 JX1952'RIGHT AND TRACK ROAD TURNS LEFT AND GOES DOWN OFF RIDGE.  THIS IS END
 JX1952'OF TRUCK TRAVEL.  FROM HERE PACK
 JX1952'NORTHERLY ALONG FENCE FOR APPROXIMATELY 0.25 MILE TO
 JX1952'TOP OF RIDGE AND STATION ON THE LEFT SIDE OF FENCE.
 JX1952'
 JX1952'LYNN AZIMUTH WAS USED AS A AZIMUTH MARK, CONSIDERABLE CLEARING NEEDED
 JX1952'TO BE V.G.
 JX1952'
 JX1952'HEIGHT OF LIGHT ABOVE STATION MARK 21.85 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1953 ***********************************************************************
 JX1953  DESIGNATION -  LYNN AZIMUTH
 JX1953  PID         -  JX1953
 JX1953  STATE/COUNTY-  WV/GILMER
 JX1953  USGS QUAD   -  AUBURN (1964)
 JX1953
 JX1953                         *CURRENT SURVEY CONTROL
 JX1953  ___________________________________________________________________
 JX1953* NAD 83(1995)-  39 00 32.15231(N)    080 51 30.53750(W)     ADJUSTED  
 JX1953* NAVD 88     -       409.0    (meters)    1342.     (feet)  VERTCON   
 JX1953  ___________________________________________________________________
 JX1953  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 JX1953  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JX1953
 JX1953  HORZ ORDER  -  THIRD
 JX1953
 JX1953.The horizontal coordinates were established by classical geodetic methods
 JX1953.and adjusted by the National Geodetic Survey in April 1998..
 JX1953
 JX1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1953
 JX1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1953
 JX1953.The geoid height was determined by GEOID03.
 JX1953
 JX1953;                    North         East     Units Scale Factor Converg.
 JX1953;SPC WV S     -   222,989.739   612,257.952   MT  1.00002918   +0 05 14.9
 JX1953;SPC WV N     -    57,389.805   482,339.012   MT  0.99999832   -0 51 59.1
 JX1953;UTM  17      - 4,317,777.213   512,252.698   MT  0.99960185   +0 05 20.7
 JX1953
 JX1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1953!SPC WV S     -   0.99994101  x   1.00002918  =   0.99997019
 JX1953!SPC WV N     -   0.99994101  x   0.99999832  =   0.99993933
 JX1953!UTM  17      -   0.99994101  x   0.99960185  =   0.99954288
 JX1953
 JX1953|---------------------------------------------------------------------|
 JX1953| PID    Reference Object                     Distance      Geod. Az  |
 JX1953|                                                           dddmmss.s |
 JX1953| CX4085 LYNN AZIMUTH RM 1                    11.308 METERS 02811     |
 JX1953| CX4086 LYNN AZIMUTH RM 2                    11.336 METERS 26110     |
 JX1953| JX1955 SPRING                              APPROX.12.1 KM 2710931.6 |
 JX1953|---------------------------------------------------------------------|
 JX1953
 JX1953                          SUPERSEDED SURVEY CONTROL
 JX1953
 JX1953  NAD 83(1986)-  39 00 32.15773(N)    080 51 30.54626(W) AD(       ) 3
 JX1953  NAD 27      -  39 00 31.84450(N)    080 51 31.17220(W) AD(       ) 3
 JX1953  NGVD 29 (07/19/86)  409.2    (m)         1343.     (f) VERT ANG       
 JX1953
 JX1953.Superseded values are not recommended for survey control.
 JX1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1953.See file dsdata.txt to determine how the superseded data were derived.
 JX1953
 JX1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1225317777(NAD 83)
 JX1953_MARKER: DS = TRIANGULATION STATION DISK
 JX1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1953_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1953
 JX1953  HISTORY     - Date     Condition        Report By
 JX1953  HISTORY     - 1956     MONUMENTED       CGS
 JX1953
 JX1953                          STATION DESCRIPTION
 JX1953
 JX1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX1953'STATION IS LOCATED ABOUT 7 MILES WEST OF LINN AND ABOUT 5 MILES NORTH
 JX1953'NORTHWEST OF GLENVILLE ON THE
 JX1953'SUMMIT OF A CLEARED KNOLL.  STATION IS 5 FEET NORTHEAST OF WITNESS
 JX1953'POST.  THE MARK IS FLUSH WITH THE
 JX1953'GROUND AND THE DISK IS STAMPED LYNN AZIMUTH TH 1956.
 JX1953'
 JX1953'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 JX1953'LYNN AZIMUTH NO 1 1956.
 JX1953'
 JX1953'REFERENCE MARK NO. 2 PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 JX1953'LYNN AZIMUTH NO 2 1956.
 JX1953'
 JX1953'TO REACH FROM THE POST OFFICE IN TROY GO NORTHWESTERLY ON STATE
 JX1953'HIGHWAY 47 FOR 0.55 MILE TO
 JX1953'JUNCTION OF STATE HIGHWAY 18.  CONTINUE ON STATE HIGHWAY 47 FOR 3.4
 JX1953'MILES TO SIDE ROAD LEFT.  THIS IS
 JX1953'1.0 MILE WEST OF COXS MILL POST OFFICE.  TURN LEFT AND FOLLOW
 JX1953'GRAVEL ROAD FOR 1.55 MILES TO FORKS AT
 JX1953'BRIDGE.  TAKE LEFT FORK CROSSING BRIDGE FOR 1.0
 JX1953'MILE TO DIRT SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW POOR
 JX1953'ROAD FOR 1.2 MILES TO FORKS AT END OF
 JX1953'GRADED ROAD.  KEEP RIGHT FORK ON CREEK BOTTOM ROAD FOR 0.45 MILE TO
 JX1953'OLD BUILDINGS ON LEFT.  CONTINUE ON
 JX1953'WOODS ROAD FOR 0.9 MILE TO CROSSROADS IN SADDLE.  TURN LEFT UP
 JX1953'HILL ON WOODS ROAD FOR 0.2 MILE TO
 JX1953'FORKS.  KEEP LEFT FORK FOR 0.15 MILE TO GATE.  PASS
 JX1953'THROUGH GATE AND CONTINUE FOR 0.2 MILE TO SUMMIT OF
 JX1953'KNOLL AND STATION AS DESCRIBED.
 JX1953'
 JX1953'NO SUITABLE LOCATION AVAILABLE FOR AN AZIMUTH MARK.
 JX1953'
 JX1953'A FOUR WHEEL DRIVE VEHICLE NECESSARY TO REACH STATION IN WET WEATHER.
 JX1953'
 JX1953'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0106 ***********************************************************************
 JX0106  DESIGNATION -  M
 JX0106  PID         -  JX0106
 JX0106  STATE/COUNTY-  WV/TAYLOR
 JX0106  USGS QUAD   -  GRAFTON (1976)
 JX0106
 JX0106                         *CURRENT SURVEY CONTROL
 JX0106  ___________________________________________________________________
 JX0106* NAD 83(1986)-  39 20 23.     (N)    080 01 24.     (W)     SCALED    
 JX0106* NAVD 88     -       301.666  (meters)     989.72   (feet)  ADJUSTED  
 JX0106  ___________________________________________________________________
 JX0106  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JX0106  DYNAMIC HT  -         301.479 (meters)     989.10  (feet)  COMP
 JX0106  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 JX0106
 JX0106  VERT ORDER  -  FIRST     CLASS II
 JX0106
 JX0106.The horizontal coordinates were scaled from a topographic map and have
 JX0106.an estimated accuracy of +/- 6 seconds.
 JX0106
 JX0106.The orthometric height was determined by differential leveling
 JX0106.and adjusted by the National Geodetic Survey in June 1991..
 JX0106
 JX0106.The geoid height was determined by GEOID03.
 JX0106
 JX0106.The dynamic height is computed by dividing the NAVD 88
 JX0106.geopotential number by the normal gravity value computed on the
 JX0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0106.degrees latitude (g = 980.6199 gals.).
 JX0106
 JX0106.The modeled gravity was interpolated from observed gravity values.
 JX0106
 JX0106;                    North         East    Units  Estimated Accuracy
 JX0106;SPC WV N     -    93,360.      554,890.      MT  (+/- 180 meters Scaled)
 JX0106
 JX0106                          SUPERSEDED SURVEY CONTROL
 JX0106
 JX0106  NGVD 29 (??/??/92)  301.860  (m)          990.35   (f) ADJ UNCH    1 2
 JX0106
 JX0106.Superseded values are not recommended for survey control.
 JX0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0106.See file dsdata.txt to determine how the superseded data were derived.
 JX0106
 JX0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND841549(NAD 83)
 JX0106_MARKER: B = BOLT
 JX0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0106_SP_SET: BRIDGE
 JX0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0106
 JX0106  HISTORY     - Date     Condition        Report By
 JX0106  HISTORY     - UNK      MONUMENTED       BORR
 JX0106  HISTORY     - 1933     GOOD             NGS
 JX0106
 JX0106                          STATION DESCRIPTION
 JX0106
 JX0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JX0106'AT GRAFTON.
 JX0106'ON B AND O RAILROAD (PARKERSBURG BRANCH) ON TOP OF NORTH SIDE OF
 JX0106'CENTRAL PIER OF BRIDGE OVER TAGGARTS VALLEY CREEK, A BRANCH OF THE
 JX0106'MONOGAHELA RIVER.  AN IRON BOLT IN CENTER OF PIER 10 FT. BELOW
 JX0106'RAIL AND ABOUT 8 YDS. NORTH OF CENTERLINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2919 ***********************************************************************
 JV2919  DESIGNATION -  M 1
 JV2919  PID         -  JV2919
 JV2919  STATE/COUNTY-  WV/JEFFERSON
 JV2919  USGS QUAD   -  HARPERS FERRY (1988)
 JV2919
 JV2919                         *CURRENT SURVEY CONTROL
 JV2919  ___________________________________________________________________
 JV2919* NAD 83(1986)-  39 19 25.     (N)    077 43 45.     (W)     SCALED    
 JV2919* NAVD 88     -        87.194  (meters)     286.07   (feet)  ADJUSTED  
 JV2919  ___________________________________________________________________
 JV2919  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JV2919  DYNAMIC HT  -          87.143 (meters)     285.90  (feet)  COMP
 JV2919  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 JV2919
 JV2919  VERT ORDER  -  FIRST     CLASS II
 JV2919
 JV2919.The horizontal coordinates were scaled from a topographic map and have
 JV2919.an estimated accuracy of +/- 6 seconds.
 JV2919
 JV2919.The orthometric height was determined by differential leveling
 JV2919.and adjusted by the National Geodetic Survey in June 1991..
 JV2919.WARNING-Repeat measurements at this control monument indicate possible
 JV2919.vertical movement.
 JV2919
 JV2919.The geoid height was determined by GEOID03.
 JV2919
 JV2919.The dynamic height is computed by dividing the NAVD 88
 JV2919.geopotential number by the normal gravity value computed on the
 JV2919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2919.degrees latitude (g = 980.6199 gals.).
 JV2919
 JV2919.The modeled gravity was interpolated from observed gravity values.
 JV2919
 JV2919;                    North         East    Units  Estimated Accuracy
 JV2919;SPC WV N     -    92,940.      752,680.      MT  (+/- 180 meters Scaled)
 JV2919
 JV2919                          SUPERSEDED SURVEY CONTROL
 JV2919
 JV2919  NGVD 29 (??/??/??)   87.366  (m)          286.63   (f) ADJUSTED    1 2
 JV2919
 JV2919.Superseded values are not recommended for survey control.
 JV2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2919.See file dsdata.txt to determine how the superseded data were derived.
 JV2919
 JV2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ647562(NAD 83)
 JV2919_MARKER: DB = BENCH MARK DISK
 JV2919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV2919_SP_SET: PLATFORM
 JV2919_STAMPING: 286.633 M 1 1929
 JV2919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2919
 JV2919  HISTORY     - Date     Condition        Report By
 JV2919  HISTORY     - 1929     MONUMENTED       CGS
 JV2919  HISTORY     - 1954     GOOD             CGS
 JV2919  HISTORY     - 1976     GOOD             LOCENG
 JV2919  HISTORY     - 1979     GOOD             NGS
 JV2919  HISTORY     - 1983     GOOD             NGS
 JV2919
 JV2919                          STATION DESCRIPTION
 JV2919
 JV2919'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JV2919'AT HARPERS FERRY.
 JV2919'AT HARPERS FERRY, JEFFERSON COUNTY, WEST VIRGINIA, 40 FEET EAST
 JV2919'OF THE BALTIMORE AND OHIO RAILROAD SIGNAL TOWER AND STATION, IN
 JV2919'THE CONCRETE PLATFORM AT THE JUNCTION OF THE BRANCH AND MAIN
 JV2919'LINES, 20 FEET SOUTHEAST OF THE CENTERLINE OF THE EAST-BOUND
 JV2919'MAIN TRACK, 16 FEET WEST OF THE CENTERLINE OF THE BRANCH LINE
 JV2919'TRACK, AND 2 FEET NORTHEAST OF A CONCRETE CROSS MARKING THE
 JV2919'MARYLAND-WEST VIRGINIA STATE LINE.  A STANDARD DISK, STAMPED
 JV2919'286.633 M 1 1929.
 JV2919
 JV2919                          STATION RECOVERY (1954)
 JV2919
 JV2919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JV2919'RECOVERED IN GOOD CONDITION.
 JV2919
 JV2919                          STATION RECOVERY (1976)
 JV2919
 JV2919'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JV2919'RECOVERED IN GOOD CONDITION.
 JV2919
 JV2919                          STATION RECOVERY (1979)
 JV2919
 JV2919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV2919'IN HARPERS FERRY, SET IN A CONCRETE RETAINING WALL AT THE EAST
 JV2919'END OF THE BALTIMORE AND OHIO RAILROAD BRIDGE CROSSING THE POTOMAC
 JV2919'RIVER, 30.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 13 FEET
 JV2919'NORTHWEST OF THE NORTHWEST RAIL OF A SPUR TRACK, 5 FEET NORTHWEST OF
 JV2919'A CONCRETE CROSS MARKING THE WEST VIRGINIA AND MARYLAND STATE LINES.
 JV2919
 JV2919                          STATION RECOVERY (1983)
 JV2919
 JV2919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1473 ***********************************************************************
 HX1473  DESIGNATION -  M 10
 HX1473  PID         -  HX1473
 HX1473  STATE/COUNTY-  WV/LEWIS
 HX1473  USGS QUAD   -  ORLANDO (1989)
 HX1473
 HX1473                         *CURRENT SURVEY CONTROL
 HX1473  ___________________________________________________________________
 HX1473* NAD 83(1986)-  38 52 23.     (N)    080 35 35.     (W)     SCALED    
 HX1473* NAVD 88     -       239.367  (meters)     785.32   (feet)  ADJUSTED  
 HX1473  ___________________________________________________________________
 HX1473  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HX1473  DYNAMIC HT  -         239.213 (meters)     784.82  (feet)  COMP
 HX1473  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 HX1473
 HX1473  VERT ORDER  -  SECOND    CLASS 0
 HX1473
 HX1473.The horizontal coordinates were scaled from a topographic map and have
 HX1473.an estimated accuracy of +/- 6 seconds.
 HX1473
 HX1473.The orthometric height was determined by differential leveling
 HX1473.and adjusted by the National Geodetic Survey in June 1991..
 HX1473
 HX1473.The geoid height was determined by GEOID03.
 HX1473
 HX1473.The dynamic height is computed by dividing the NAVD 88
 HX1473.geopotential number by the normal gravity value computed on the
 HX1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1473.degrees latitude (g = 980.6199 gals.).
 HX1473
 HX1473.The modeled gravity was interpolated from observed gravity values.
 HX1473
 HX1473;                    North         East    Units  Estimated Accuracy
 HX1473;SPC WV S     -   207,970.      635,320.      MT  (+/- 180 meters Scaled)
 HX1473
 HX1473                          SUPERSEDED SURVEY CONTROL
 HX1473
 HX1473  NGVD 29 (??/??/92)  239.567  (m)          785.98   (f) ADJ UNCH    2 0
 HX1473
 HX1473.Superseded values are not recommended for survey control.
 HX1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1473.See file dsdata.txt to determine how the superseded data were derived.
 HX1473
 HX1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND353027(NAD 83)
 HX1473_MARKER: DB = BENCH MARK DISK
 HX1473_SETTING: 80 = SET IN A BOULDER
 HX1473_SP_SET: BOULDER
 HX1473_STAMPING: M 10 1933
 HX1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1473+STABILITY: SURFACE MOTION
 HX1473
 HX1473  HISTORY     - Date     Condition        Report By
 HX1473  HISTORY     - 1933     MONUMENTED       CGS
 HX1473  HISTORY     - 1962     POOR             NGS
 HX1473
 HX1473                          STATION DESCRIPTION
 HX1473
 HX1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1473'0.1 MI NE FROM ORLANDO.
 HX1473'ABOUT 0.1 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX1473'OFFICE AT ORLANDO, SET ON TOP OF AN EMBEDDED BOULDER THAT IS
 HX1473'ABOUT 2-BY 3-FOOT LONG, 85 FEET SOUTHWEST OF A FARM HOUSE, 3
 HX1473'FEET EAST OF THE FENCE LINE, 23 FEET EAST OF THE ABANDONED
 HX1473'ROADBED OF THE BALTIMORE AND OHIO RAILROAD, AND ABOUT 4 FEET
 HX1473'ABOVE THE LEVEL OF THE ROADBED.  NOTE-- THIS MARK IS SET AT
 HX1473'ABOUT A 45 DEG ANGLE IN A SMALL BOULDER, USE ELEVATION WITH
 HX1473'CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1227 ***********************************************************************
 JX1227  DESIGNATION -  M 100
 JX1227  PID         -  JX1227
 JX1227  STATE/COUNTY-  WV/WOOD
 JX1227  USGS QUAD   -  LUBECK (1994)
 JX1227
 JX1227                         *CURRENT SURVEY CONTROL
 JX1227  ___________________________________________________________________
 JX1227* NAD 83(1986)-  39 07 41.     (N)    081 43 05.     (W)     SCALED    
 JX1227* NAVD 88     -       187.537  (meters)     615.28   (feet)  ADJUSTED  
 JX1227  ___________________________________________________________________
 JX1227  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JX1227  DYNAMIC HT  -         187.419 (meters)     614.89  (feet)  COMP
 JX1227  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 JX1227
 JX1227  VERT ORDER  -  FIRST     CLASS II
 JX1227
 JX1227.The horizontal coordinates were scaled from a topographic map and have
 JX1227.an estimated accuracy of +/- 6 seconds.
 JX1227
 JX1227.The orthometric height was determined by differential leveling
 JX1227.and adjusted by the National Geodetic Survey in June 1991..
 JX1227
 JX1227.The geoid height was determined by GEOID03.
 JX1227
 JX1227.The dynamic height is computed by dividing the NAVD 88
 JX1227.geopotential number by the normal gravity value computed on the
 JX1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1227.degrees latitude (g = 980.6199 gals.).
 JX1227
 JX1227.The modeled gravity was interpolated from observed gravity values.
 JX1227
 JX1227;                    North         East    Units  Estimated Accuracy
 JX1227;SPC WV N     -    72,090.      408,230.      MT  (+/- 180 meters Scaled)
 JX1227
 JX1227                          SUPERSEDED SURVEY CONTROL
 JX1227
 JX1227  NGVD 29 (??/??/92)  187.713  (m)          615.86   (f) ADJ UNCH    1 2
 JX1227
 JX1227.Superseded values are not recommended for survey control.
 JX1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1227.See file dsdata.txt to determine how the superseded data were derived.
 JX1227
 JX1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD379312(NAD 83)
 JX1227_MARKER: DB = BENCH MARK DISK
 JX1227_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1227_STAMPING: M 100 1956
 JX1227_MARK LOGO: CGS   
 JX1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1227
 JX1227  HISTORY     - Date     Condition        Report By
 JX1227  HISTORY     - 1956     MONUMENTED       CGS
 JX1227  HISTORY     - 1963     GOOD             NGS
 JX1227  HISTORY     - 1976     GOOD             NGS
 JX1227  HISTORY     - 1984     GOOD             NGS
 JX1227  HISTORY     - 1984     GOOD             NGS
 JX1227
 JX1227                          STATION DESCRIPTION
 JX1227
 JX1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1227'1 MI E FROM BELLEVILLE.
 JX1227'0.95 MILE EAST ALONG A GRAVEL ROAD FROM THE BALTIMORE AND OHIO
 JX1227'RAILROAD STATION AND INTERSECTION OF STATE HIGHWAY 2 AT BELLEVILLE,
 JX1227'IN THE TOP OF THE SOUTHEAST END OF BRIDGE SEAT OF THE NORTHEAST
 JX1227'STONE ABUTMENT OF STEEL BRIDGE OVER SOUTH FORK OF LEE CREEK,
 JX1227'9 FEET SOUTHEAST OF CENTER LINE OF ROAD, 100 FEET NORTHEAST OF
 JX1227'CENTER OF JUNCTION OF A ROAD LEADING SOUTHEAST, 1 FOOT NORTH
 JX1227'OF SOUTH CORNER OF BRIDGE SEAT AND ABOUT 1 FOOT BELOW LEVEL
 JX1227'OF ROAD.
 JX1227
 JX1227                          STATION RECOVERY (1963)
 JX1227
 JX1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1227'RECOVERED IN GOOD CONDITION.
 JX1227
 JX1227                          STATION RECOVERY (1976)
 JX1227
 JX1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1227'RECOVERED IN GOOD CONDITION.
 JX1227
 JX1227                          STATION RECOVERY (1984)
 JX1227
 JX1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1227'RECOVERED IN GOOD CONDITION.
 JX1227
 JX1227                          STATION RECOVERY (1984)
 JX1227
 JX1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1233 ***********************************************************************
 JX1233  DESIGNATION -  M 101
 JX1233  PID         -  JX1233
 JX1233  STATE/COUNTY-  WV/WOOD
 JX1233  USGS QUAD   -  POND CREEK (1994)
 JX1233
 JX1233                         *CURRENT SURVEY CONTROL
 JX1233  ___________________________________________________________________
 JX1233* NAD 83(1986)-  39 06 35.     (N)    081 38 02.     (W)     SCALED    
 JX1233* NAVD 88     -       215.987  (meters)     708.62   (feet)  ADJUSTED  
 JX1233  ___________________________________________________________________
 JX1233  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JX1233  DYNAMIC HT  -         215.851 (meters)     708.17  (feet)  COMP
 JX1233  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 JX1233
 JX1233  VERT ORDER  -  SECOND    CLASS 0
 JX1233
 JX1233.The horizontal coordinates were scaled from a topographic map and have
 JX1233.an estimated accuracy of +/- 6 seconds.
 JX1233
 JX1233.The orthometric height was determined by differential leveling
 JX1233.and adjusted by the National Geodetic Survey in June 1991..
 JX1233
 JX1233.The geoid height was determined by GEOID03.
 JX1233
 JX1233.The dynamic height is computed by dividing the NAVD 88
 JX1233.geopotential number by the normal gravity value computed on the
 JX1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1233.degrees latitude (g = 980.6199 gals.).
 JX1233
 JX1233.The modeled gravity was interpolated from observed gravity values.
 JX1233
 JX1233;                    North         East    Units  Estimated Accuracy
 JX1233;SPC WV N     -    69,880.      415,460.      MT  (+/- 180 meters Scaled)
 JX1233
 JX1233                          SUPERSEDED SURVEY CONTROL
 JX1233
 JX1233  NGVD 29 (??/??/92)  216.157  (m)          709.18   (f) ADJ UNCH    2 0
 JX1233
 JX1233.Superseded values are not recommended for survey control.
 JX1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1233.See file dsdata.txt to determine how the superseded data were derived.
 JX1233
 JX1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD451291(NAD 83)
 JX1233_MARKER: DB = BENCH MARK DISK
 JX1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1233_STAMPING: M 101 1956
 JX1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1233+STABILITY: SURFACE MOTION
 JX1233
 JX1233  HISTORY     - Date     Condition        Report By
 JX1233  HISTORY     - 1956     MONUMENTED       CGS
 JX1233  HISTORY     - 1976     GOOD             NGS
 JX1233
 JX1233                          STATION DESCRIPTION
 JX1233
 JX1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1233'6.3 MI NW FROM ROCKPORT.
 JX1233'6.3 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL
 JX1233'AND JUNCTION OF U.S. HIGHWAY 21 AT ROCKPORT, ABOUT 1.05 MILES
 JX1233'NORTHWEST OF LEE CREEK CHURCH OF THE NAZARENE, ON THE OUTSIDE
 JX1233'OF A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, AT THE
 JX1233'FOOT AND ON NORTHWEST SIDE OF HILL, 29 FEET EAST OF CENTER LINE
 JX1233'OF ROAD, 127 FEET SOUTH-SOUTHEAST OF EAST CORNER OF A 14-FOOT
 JX1233'WOODEN BRIDGE OVER A CREEK BRANCH, 91 FEET EAST AND ACROSS
 JX1233'ROAD FROM EAST CORNER OF AN ABANDONED HOUSE, 13 FEET SOUTH
 JX1233'OF CENTER LINE OF A DIM TRAIL LEADING EAST, 1 1/2 FEET WEST OF
 JX1233'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD
 JX1233'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JX1233
 JX1233                          STATION RECOVERY (1976)
 JX1233
 JX1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2447 ***********************************************************************
 HX2447  DESIGNATION -  M 102
 HX2447  PID         -  HX2447
 HX2447  STATE/COUNTY-  WV/JACKSON
 HX2447  USGS QUAD   -  SANDYVILLE (1988)
 HX2447
 HX2447                         *CURRENT SURVEY CONTROL
 HX2447  ___________________________________________________________________
 HX2447* NAD 83(1986)-  38 53 46.     (N)    081 40 10.     (W)     SCALED    
 HX2447* NAVD 88     -       182.054  (meters)     597.29   (feet)  ADJUSTED  
 HX2447  ___________________________________________________________________
 HX2447  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HX2447  DYNAMIC HT  -         181.936 (meters)     596.90  (feet)  COMP
 HX2447  MODELED GRAV-     979,976.9   (mgal)                       NAVD 88
 HX2447
 HX2447  VERT ORDER  -  SECOND    CLASS 0
 HX2447
 HX2447.The horizontal coordinates were scaled from a topographic map and have
 HX2447.an estimated accuracy of +/- 6 seconds.
 HX2447
 HX2447.The orthometric height was determined by differential leveling
 HX2447.and adjusted by the National Geodetic Survey in June 1991..
 HX2447
 HX2447.The geoid height was determined by GEOID03.
 HX2447
 HX2447.The dynamic height is computed by dividing the NAVD 88
 HX2447.geopotential number by the normal gravity value computed on the
 HX2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2447.degrees latitude (g = 980.6199 gals.).
 HX2447
 HX2447.The modeled gravity was interpolated from observed gravity values.
 HX2447
 HX2447;                    North         East    Units  Estimated Accuracy
 HX2447;SPC WV S     -   210,670.      541,920.      MT  (+/- 180 meters Scaled)
 HX2447
 HX2447                          SUPERSEDED SURVEY CONTROL
 HX2447
 HX2447  NGVD 29 (??/??/92)  182.225  (m)          597.85   (f) ADJ UNCH    2 0
 HX2447
 HX2447.Superseded values are not recommended for survey control.
 HX2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2447.See file dsdata.txt to determine how the superseded data were derived.
 HX2447
 HX2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD419054(NAD 83)
 HX2447_MARKER: DB = BENCH MARK DISK
 HX2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2447_STAMPING: M 102 1956
 HX2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2447+STABILITY: SURFACE MOTION
 HX2447
 HX2447  HISTORY     - Date     Condition        Report By
 HX2447  HISTORY     - 1956     MONUMENTED       CGS
 HX2447  HISTORY     - 1976     GOOD             NGS
 HX2447
 HX2447                          STATION DESCRIPTION
 HX2447
 HX2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2447'1.2 MI SW FROM NEW ERA.
 HX2447'ABOUT 1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 21 FROM GILMORE
 HX2447'HIGH SCHOOL AT NEW ERA, ABOUT 0.85 MILE SOUTHWEST OF THE BALTIMORE
 HX2447'AND OHIO RAILROAD STATION AT SANDYVILLE, AT THE JUNCTION OF STATE
 HX2447'HIGHWAY 56, 32 1/2 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY 21,
 HX2447'63 FEET SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF NORTHEAST
 HX2447'POINT OF JUNCTION TRIANGLE, 70 FEET SOUTHWEST OF CENTER LINE OF
 HX2447'A BLACK TOP DRIVE LEADING EAST TO A 1 1/2-STORY BRICK HOUSE WITH A
 HX2447'LAKE ON SOUTHWEST SIDE OF HOUSE, 13 FEET NORTHEAST OF SOUTHWEST END
 HX2447'OF A RUSTIC RAIL FENCE, 7 FEET SOUTH OF CENTER OF TOP OF A 24-INCH
 HX2447'TILE CATCH BASIN, 1 FOOT NORTHWEST OF RAIL FENCE, 2 FEET SOUTHWEST
 HX2447'OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET LEVEL OF HIGHWAY
 HX2447'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HX2447
 HX2447                          STATION RECOVERY (1976)
 HX2447
 HX2447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2447'RAILROAD STATION AT SANDYVILLE IS NO LONGER THERE NO WITNESS POST 5
 HX2447'INCHES UNDER GROUND THE TO REACH IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2656 ***********************************************************************
 HX2656  DESIGNATION -  M 103
 HX2656  PID         -  HX2656
 HX2656  STATE/COUNTY-  WV/JACKSON
 HX2656  USGS QUAD   -  SANDYVILLE (1988)
 HX2656
 HX2656                         *CURRENT SURVEY CONTROL
 HX2656  ___________________________________________________________________
 HX2656* NAD 83(1986)-  38 59 28.     (N)    081 43 29.     (W)     SCALED    
 HX2656* NAVD 88     -       179.877  (meters)     590.15   (feet)  ADJUSTED  
 HX2656  ___________________________________________________________________
 HX2656  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 HX2656  DYNAMIC HT  -         179.762 (meters)     589.77  (feet)  COMP
 HX2656  MODELED GRAV-     979,983.6   (mgal)                       NAVD 88
 HX2656
 HX2656  VERT ORDER  -  SECOND    CLASS 0
 HX2656
 HX2656.The horizontal coordinates were scaled from a topographic map and have
 HX2656.an estimated accuracy of +/- 6 seconds.
 HX2656
 HX2656.The orthometric height was determined by differential leveling
 HX2656.and adjusted by the National Geodetic Survey in June 1991..
 HX2656
 HX2656.The geoid height was determined by GEOID03.
 HX2656
 HX2656.The dynamic height is computed by dividing the NAVD 88
 HX2656.geopotential number by the normal gravity value computed on the
 HX2656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2656.degrees latitude (g = 980.6199 gals.).
 HX2656
 HX2656.The modeled gravity was interpolated from observed gravity values.
 HX2656
 HX2656;                    North         East    Units  Estimated Accuracy
 HX2656;SPC WV S     -   221,250.      537,210.      MT  (+/- 180 meters Scaled)
 HX2656
 HX2656                          SUPERSEDED SURVEY CONTROL
 HX2656
 HX2656  NGVD 29 (??/??/92)  180.049  (m)          590.71   (f) ADJ UNCH    2 0
 HX2656
 HX2656.Superseded values are not recommended for survey control.
 HX2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2656.See file dsdata.txt to determine how the superseded data were derived.
 HX2656
 HX2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD372160(NAD 83)
 HX2656_MARKER: DB = BENCH MARK DISK
 HX2656_SETTING: 66 = SET IN ROCK OUTCROP
 HX2656_SP_SET: ROCK LEDGE
 HX2656_STAMPING: M 103 1956
 HX2656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2656+STABILITY: POSITION/ELEVATION WELL
 HX2656
 HX2656  HISTORY     - Date     Condition        Report By
 HX2656  HISTORY     - 1956     MONUMENTED       CGS
 HX2656  HISTORY     - 1976     GOOD             NGS
 HX2656  HISTORY     - 1984     GOOD             NGS
 HX2656
 HX2656                          STATION DESCRIPTION
 HX2656
 HX2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2656'2.4 MI E FROM SHERMAN.
 HX2656'ABOUT 0.65 MILE EAST AND NORTHEAST ALONG A GRAVEL ROAD FROM THE
 HX2656'JUNCTION OF STATE HIGHWAY 2 AND NORTH END OF HIGHWAY BRIDGE OVER
 HX2656'LITTLE SANDY CREEK AT SHERMAN, THENCE ABOUT 1.7 MILES EAST
 HX2656'ALONG A GRAVEL ROAD, AT THE JUNCTION OF A ROAD NORTH, SET
 HX2656'VERTICALLY IN THE SOUTHWEST FACE OF AN OUTCROPPING ROCK LEDGE
 HX2656'PROJECTING OUT OF HILLSIDE, 62 FEET NORTHEAST OF CENTER LINE
 HX2656'OF ROAD, 62 FEET NORTHEAST OF CENTER OF JUNCTION, 34 FEET EAST
 HX2656'OF CENTER LINE OF ROAD NORTH, 85 FEET WEST-NORTHWEST OF AND
 HX2656'BELOW THE SOUTHWEST CORNER OF MORNING STAR SCHOOL WHICH IS ON
 HX2656'TOP OF HILL, ABOUT 14 FEET SOUTH OF THE EXTENDED NORTH FACE OF
 HX2656'SCHOOL, 4 1/2 FEET SOUTH-SOUTHEAST OF A 28-INCH ELM TREE AND
 HX2656'ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD.
 HX2656
 HX2656                          STATION RECOVERY (1976)
 HX2656
 HX2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2656'RECOVERED IN GOOD CONDITION.
 HX2656
 HX2656                          STATION RECOVERY (1984)
 HX2656
 HX2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0422 ***********************************************************************
 HY0422  DESIGNATION -  M 104
 HY0422  PID         -  HY0422
 HY0422  STATE/COUNTY-  WV/MASON
 HY0422  USGS QUAD   -  CHESHIRE (1989)
 HY0422
 HY0422                         *CURRENT SURVEY CONTROL
 HY0422  ___________________________________________________________________
 HY0422* NAD 83(1986)-  38 55 46.     (N)    082 06 36.     (W)     SCALED    
 HY0422* NAVD 88     -       173.357  (meters)     568.76   (feet)  ADJUSTED  
 HY0422  ___________________________________________________________________
 HY0422  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HY0422  DYNAMIC HT  -         173.248 (meters)     568.40  (feet)  COMP
 HY0422  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 HY0422
 HY0422  VERT ORDER  -  SECOND    CLASS 0
 HY0422
 HY0422.The horizontal coordinates were scaled from a topographic map and have
 HY0422.an estimated accuracy of +/- 6 seconds.
 HY0422
 HY0422.The orthometric height was determined by differential leveling
 HY0422.and adjusted by the National Geodetic Survey in June 1991..
 HY0422
 HY0422.The geoid height was determined by GEOID03.
 HY0422
 HY0422.The dynamic height is computed by dividing the NAVD 88
 HY0422.geopotential number by the normal gravity value computed on the
 HY0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0422.degrees latitude (g = 980.6199 gals.).
 HY0422
 HY0422.The modeled gravity was interpolated from observed gravity values.
 HY0422
 HY0422;                    North         East    Units  Estimated Accuracy
 HY0422;SPC WV S     -   214,730.      503,750.      MT  (+/- 180 meters Scaled)
 HY0422
 HY0422                          SUPERSEDED SURVEY CONTROL
 HY0422
 HY0422  NGVD 29 (??/??/92)  173.548  (m)          569.38   (f) ADJ UNCH    2 0
 HY0422
 HY0422.Superseded values are not recommended for survey control.
 HY0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0422.See file dsdata.txt to determine how the superseded data were derived.
 HY0422
 HY0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD037095(NAD 83)
 HY0422_MARKER: DB = BENCH MARK DISK
 HY0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0422_SP_SET: BRIDGE SEAT
 HY0422_STAMPING: M 104 1956
 HY0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0422
 HY0422  HISTORY     - Date     Condition        Report By
 HY0422  HISTORY     - 1956     MONUMENTED       CGS
 HY0422
 HY0422                          STATION DESCRIPTION
 HY0422
 HY0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0422'2.4 MI S FROM LAKIN.
 HY0422'2.45 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HY0422'STATION AT LAKIN, ABOUT 8 TELEPHONE POLES SOUTHWEST OF MILE POST
 HY0422'166, IN THE TOP OF SOUTHEAST END OF BRIDGE SEAT OF THE NORTHEAST
 HY0422'ABUTMENT OF RAILROAD BRIDGE NO. 166.0 OVER MILL CREEK, 7 FEET
 HY0422'SOUTHEAST OF SOUTHEAST RAIL, 3/4 FEET NORTHWEST OF SOUTHEAST
 HY0422'END OF BRIDGE SEAT AND 4 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2380 ***********************************************************************
 HX2380  DESIGNATION -  M 105
 HX2380  PID         -  HX2380
 HX2380  STATE/COUNTY-  WV/JACKSON
 HX2380  USGS QUAD   -  KENNA (1975)
 HX2380
 HX2380                         *CURRENT SURVEY CONTROL
 HX2380  ___________________________________________________________________
 HX2380* NAD 83(1986)-  38 40 41.     (N)    081 39 41.     (W)     SCALED    
 HX2380* NAVD 88     -       239.974  (meters)     787.31   (feet)  ADJUSTED  
 HX2380  ___________________________________________________________________
 HX2380  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HX2380  DYNAMIC HT  -         239.813 (meters)     786.79  (feet)  COMP
 HX2380  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 HX2380
 HX2380  VERT ORDER  -  SECOND    CLASS 0
 HX2380
 HX2380.The horizontal coordinates were scaled from a topographic map and have
 HX2380.an estimated accuracy of +/- 6 seconds.
 HX2380
 HX2380.The orthometric height was determined by differential leveling
 HX2380.and adjusted by the National Geodetic Survey in June 1991..
 HX2380
 HX2380.The geoid height was determined by GEOID03.
 HX2380
 HX2380.The dynamic height is computed by dividing the NAVD 88
 HX2380.geopotential number by the normal gravity value computed on the
 HX2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2380.degrees latitude (g = 980.6199 gals.).
 HX2380
 HX2380.The modeled gravity was interpolated from observed gravity values.
 HX2380
 HX2380;                    North         East    Units  Estimated Accuracy
 HX2380;SPC WV S     -   186,460.      542,450.      MT  (+/- 180 meters Scaled)
 HX2380
 HX2380                          SUPERSEDED SURVEY CONTROL
 HX2380
 HX2380  NGVD 29 (??/??/92)  240.155  (m)          787.91   (f) ADJ UNCH    2 0
 HX2380
 HX2380.Superseded values are not recommended for survey control.
 HX2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2380.See file dsdata.txt to determine how the superseded data were derived.
 HX2380
 HX2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC424812(NAD 83)
 HX2380_MARKER: DB = BENCH MARK DISK
 HX2380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2380_SP_SET: ABUTMENT
 HX2380_STAMPING: M 105 1956
 HX2380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2380
 HX2380  HISTORY     - Date     Condition        Report By
 HX2380  HISTORY     - 1956     MONUMENTED       CGS
 HX2380
 HX2380                          STATION DESCRIPTION
 HX2380
 HX2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2380'AT KENNA.
 HX2380'AT KENNA, ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 21 FROM
 HX2380'JUNCTION OF ROAD EAST TO KENTUCK, ABOUT 0.05 MILE NORTH OF THE
 HX2380'POST OFFICE AND STORE, IN THE TOP OF EAST END OF SOUTH CONCRETE
 HX2380'ABUTMENT OF 20-FOOT SKEW BRIDGE OVER GRASSLICK CREEK, 15 FEET
 HX2380'EAST OF CENTER LINE OF HIGHWAY, 1.3 FEET EAST OF STEEL BANISTER
 HX2380'AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2512 ***********************************************************************
 HX2512  DESIGNATION -  M 106
 HX2512  PID         -  HX2512
 HX2512  STATE/COUNTY-  WV/JACKSON
 HX2512  USGS QUAD   -  KENNA (1975)
 HX2512
 HX2512                         *CURRENT SURVEY CONTROL
 HX2512  ___________________________________________________________________
 HX2512* NAD 83(1986)-  38 43 50.     (N)    081 40 36.     (W)     SCALED    
 HX2512* NAVD 88     -       213.949  (meters)     701.93   (feet)  ADJUSTED  
 HX2512  ___________________________________________________________________
 HX2512  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HX2512  DYNAMIC HT  -         213.807 (meters)     701.47  (feet)  COMP
 HX2512  MODELED GRAV-     979,960.2   (mgal)                       NAVD 88
 HX2512
 HX2512  VERT ORDER  -  SECOND    CLASS 0
 HX2512
 HX2512.The horizontal coordinates were scaled from a topographic map and have
 HX2512.an estimated accuracy of +/- 6 seconds.
 HX2512
 HX2512.The orthometric height was determined by differential leveling
 HX2512.and adjusted by the National Geodetic Survey in June 1991..
 HX2512
 HX2512.The geoid height was determined by GEOID03.
 HX2512
 HX2512.The dynamic height is computed by dividing the NAVD 88
 HX2512.geopotential number by the normal gravity value computed on the
 HX2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2512.degrees latitude (g = 980.6199 gals.).
 HX2512
 HX2512.The modeled gravity was interpolated from observed gravity values.
 HX2512
 HX2512;                    North         East    Units  Estimated Accuracy
 HX2512;SPC WV S     -   192,290.      541,160.      MT  (+/- 180 meters Scaled)
 HX2512
 HX2512                          SUPERSEDED SURVEY CONTROL
 HX2512
 HX2512  NGVD 29 (??/??/92)  214.129  (m)          702.52   (f) ADJ UNCH    2 0
 HX2512
 HX2512.Superseded values are not recommended for survey control.
 HX2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2512.See file dsdata.txt to determine how the superseded data were derived.
 HX2512
 HX2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC411870(NAD 83)
 HX2512_MARKER: DB = BENCH MARK DISK
 HX2512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2512_SP_SET: ABUTMENT
 HX2512_STAMPING: M 106 1956
 HX2512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2512
 HX2512  HISTORY     - Date     Condition        Report By
 HX2512  HISTORY     - 1956     MONUMENTED       CGS
 HX2512
 HX2512                          STATION DESCRIPTION
 HX2512
 HX2512'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2512'4.1 MI N FROM KENNA.
 HX2512'ABOUT 4.1 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION
 HX2512'OF ROAD SOUTH TO KENTUCK AT KENNA, ABOUT 0.75 MILE SOUTH OF
 HX2512'POST OFFICE AND STORE AT FAIRPLAIN, ABOUT 0.8 MILE NORTH OF
 HX2512'JUNCTION OF A GRAVEL ROAD WEST TO GIVEN AND A BRIDGE OVER
 HX2512'SHAMBLEN RUN, IN THE TOP OF WEST END OF SOUTH CONCRETE ABUTMENT
 HX2512'OF A 10-FOOT CONCRETE AND STONE BRIDGE OVER A CREEK BRANCH, 17
 HX2512'FEET WEST OF CENTER LINE OF HIGHWAY, 4 FEET WEST OF STEEL
 HX2512'BANISTER AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2474 ***********************************************************************
 HX2474  DESIGNATION -  M 107
 HX2474  PID         -  HX2474
 HX2474  STATE/COUNTY-  WV/JACKSON
 HX2474  USGS QUAD   -  GAY (1987)
 HX2474
 HX2474                         *CURRENT SURVEY CONTROL
 HX2474  ___________________________________________________________________
 HX2474* NAD 83(1986)-  38 46 36.     (N)    081 35 43.     (W)     SCALED    
 HX2474* NAVD 88     -       211.986  (meters)     695.49   (feet)  ADJUSTED  
 HX2474  ___________________________________________________________________
 HX2474  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HX2474  DYNAMIC HT  -         211.846 (meters)     695.03  (feet)  COMP
 HX2474  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 HX2474
 HX2474  VERT ORDER  -  SECOND    CLASS 0
 HX2474
 HX2474.The horizontal coordinates were scaled from a topographic map and have
 HX2474.an estimated accuracy of +/- 6 seconds.
 HX2474
 HX2474.The orthometric height was determined by differential leveling
 HX2474.and adjusted by the National Geodetic Survey in June 1991..
 HX2474
 HX2474.The geoid height was determined by GEOID03.
 HX2474
 HX2474.The dynamic height is computed by dividing the NAVD 88
 HX2474.geopotential number by the normal gravity value computed on the
 HX2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2474.degrees latitude (g = 980.6199 gals.).
 HX2474
 HX2474.The modeled gravity was interpolated from observed gravity values.
 HX2474
 HX2474;                    North         East    Units  Estimated Accuracy
 HX2474;SPC WV S     -   197,360.      548,270.      MT  (+/- 180 meters Scaled)
 HX2474
 HX2474                          SUPERSEDED SURVEY CONTROL
 HX2474
 HX2474  NGVD 29 (??/??/92)  212.160  (m)          696.06   (f) ADJ UNCH    2 0
 HX2474
 HX2474.Superseded values are not recommended for survey control.
 HX2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2474.See file dsdata.txt to determine how the superseded data were derived.
 HX2474
 HX2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC482921(NAD 83)
 HX2474_MARKER: DB = BENCH MARK DISK
 HX2474_SETTING: 66 = SET IN ROCK OUTCROP
 HX2474_SP_SET: ROCK CUT
 HX2474_STAMPING: M 107 1956
 HX2474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2474+STABILITY: POSITION/ELEVATION WELL
 HX2474
 HX2474  HISTORY     - Date     Condition        Report By
 HX2474  HISTORY     - 1956     MONUMENTED       CGS
 HX2474
 HX2474                          STATION DESCRIPTION
 HX2474
 HX2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2474'8.6 MI SE FROM RIPLEY.
 HX2474'ABOUT 3.85 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX2474'AT RIPLEY, THENCE ABOUT 4.75 MILES SOUTHEAST ALONG A BLACK TOP
 HX2474'ROAD LEADING TO GAY, ABOUT 0.85 MILE NORTHWEST OF BRISCOE METHODIST
 HX2474'CHURCH, ABOUT 105 YARDS SOUTHEAST OF TOP OF A GRADE, SET VERTICALLY
 HX2474'IN THE NORTHEAST FACE OF A 2 1/2-FOOT HIGH AND 6-FOOT WIDE ROCK
 HX2474'IN A CUT, 17 FEET SOUTHWEST OF CENTER LINE OF ROAD, 18 FEET
 HX2474'NORTHWEST OF SOUTHEAST END OF THRU CUT AND 2 FEET ABOVE LEVEL OF
 HX2474'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2359 ***********************************************************************
 HX2359  DESIGNATION -  M 108
 HX2359  PID         -  HX2359
 HX2359  STATE/COUNTY-  WV/JACKSON
 HX2359  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2359
 HX2359                         *CURRENT SURVEY CONTROL
 HX2359  ___________________________________________________________________
 HX2359* NAD 83(1986)-  38 49 25.     (N)    081 46 58.     (W)     SCALED    
 HX2359* NAVD 88     -       184.196  (meters)     604.32   (feet)  ADJUSTED  
 HX2359  ___________________________________________________________________
 HX2359  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HX2359  DYNAMIC HT  -         184.075 (meters)     603.92  (feet)  COMP
 HX2359  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 HX2359
 HX2359  VERT ORDER  -  SECOND    CLASS 0
 HX2359
 HX2359.The horizontal coordinates were scaled from a topographic map and have
 HX2359.an estimated accuracy of +/- 6 seconds.
 HX2359
 HX2359.The orthometric height was determined by differential leveling
 HX2359.and adjusted by the National Geodetic Survey in June 1991..
 HX2359
 HX2359.The geoid height was determined by GEOID03.
 HX2359
 HX2359.The dynamic height is computed by dividing the NAVD 88
 HX2359.geopotential number by the normal gravity value computed on the
 HX2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2359.degrees latitude (g = 980.6199 gals.).
 HX2359
 HX2359.The modeled gravity was interpolated from observed gravity values.
 HX2359
 HX2359;                    North         East    Units  Estimated Accuracy
 HX2359;SPC WV S     -   202,690.      532,020.      MT  (+/- 180 meters Scaled)
 HX2359
 HX2359                          SUPERSEDED SURVEY CONTROL
 HX2359
 HX2359  NGVD 29 (??/??/92)  184.376  (m)          604.91   (f) ADJ UNCH    2 0
 HX2359
 HX2359.Superseded values are not recommended for survey control.
 HX2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2359.See file dsdata.txt to determine how the superseded data were derived.
 HX2359
 HX2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC320974(NAD 83)
 HX2359_MARKER: DB = BENCH MARK DISK
 HX2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2359_STAMPING: M 108 1965
 HX2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2359+STABILITY: SURFACE MOTION
 HX2359
 HX2359  HISTORY     - Date     Condition        Report By
 HX2359  HISTORY     - 1956     MONUMENTED       CGS
 HX2359
 HX2359                          STATION DESCRIPTION
 HX2359
 HX2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2359'0.4 MI NW FROM EVANS.
 HX2359'ABOUT 0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE JUNCTION
 HX2359'OF STATE HIGHWAY 87 AT EVANS, 174 YARDS SOUTHEAST OF A 12-FOOT
 HX2359'CONCRETE BRIDGE OVER A CREEK BRANCH, 21 FEET NORTHEAST OF CENTER
 HX2359'LINE OF HIGHWAY, 1 FOOT SOUTHWEST OF A FENCE LINE, 34 1/2 FEET
 HX2359'NORTHWEST OF NORTHEAST END OF A 20-INCH PIPE CULVERT UNDER
 HX2359'HIGHWAY, 50 FEET SOUTHEAST OF CENTER OF A GATE TO A PASTURE,
 HX2359'NORTHEAST AND ACROSS HIGHWAY FROM THE NORTH CORNER OF A SMALL
 HX2359'CONCRETE BLOCK HOUSE AND IN LINE WITH THE EXTENDED NORTHWEST FACE
 HX2359'OF HOUSE, 1/3 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 HX2359'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0053 ***********************************************************************
 HY0053  DESIGNATION -  M 109
 HY0053  PID         -  HY0053
 HY0053  STATE/COUNTY-  WV/CABELL
 HY0053  USGS QUAD   -  ATHALIA (1985)
 HY0053
 HY0053                         *CURRENT SURVEY CONTROL
 HY0053  ___________________________________________________________________
 HY0053* NAD 83(1986)-  38 30 27.     (N)    082 17 56.     (W)     SCALED    
 HY0053* NAVD 88     -       170.517  (meters)     559.44   (feet)  ADJUSTED  
 HY0053  ___________________________________________________________________
 HY0053  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HY0053  DYNAMIC HT  -         170.404 (meters)     559.07  (feet)  COMP
 HY0053  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 HY0053
 HY0053  VERT ORDER  -  FIRST     CLASS II
 HY0053
 HY0053.The horizontal coordinates were scaled from a topographic map and have
 HY0053.an estimated accuracy of +/- 6 seconds.
 HY0053
 HY0053.The orthometric height was determined by differential leveling
 HY0053.and adjusted by the National Geodetic Survey in June 1991..
 HY0053
 HY0053.The geoid height was determined by GEOID03.
 HY0053
 HY0053.The dynamic height is computed by dividing the NAVD 88
 HY0053.geopotential number by the normal gravity value computed on the
 HY0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0053.degrees latitude (g = 980.6199 gals.).
 HY0053
 HY0053.The modeled gravity was interpolated from observed gravity values.
 HY0053
 HY0053;                    North         East    Units  Estimated Accuracy
 HY0053;SPC WV S     -   168,110.      486,720.      MT  (+/- 180 meters Scaled)
 HY0053
 HY0053                          SUPERSEDED SURVEY CONTROL
 HY0053
 HY0053  NGVD 29 (??/??/92)  170.694  (m)          560.02   (f) ADJ UNCH    1 2
 HY0053
 HY0053.Superseded values are not recommended for survey control.
 HY0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0053.See file dsdata.txt to determine how the superseded data were derived.
 HY0053
 HY0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC867629(NAD 83)
 HY0053_MARKER: DB = BENCH MARK DISK
 HY0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0053_STAMPING: M 109 1956
 HY0053_MARK LOGO: CGS   
 HY0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0053+STABILITY: SURFACE MOTION
 HY0053
 HY0053  HISTORY     - Date     Condition        Report By
 HY0053  HISTORY     - 1956     MONUMENTED       CGS
 HY0053  HISTORY     - 1976     MARK NOT FOUND   NGS
 HY0053  HISTORY     - 1984     GOOD             NGS
 HY0053
 HY0053                          STATION DESCRIPTION
 HY0053
 HY0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0053'0.3 MI S FROM LESAGE.
 HY0053'ABOUT 0.3 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0053'MC FANNS STORE AT LESAGE, ABOUT 0.1 MILE SOUTH OF SOUTH LIMITS
 HY0053'OF LESAGE (HIGHWAY SIGN), 115 YARDS SOUTH OF MILE POST 203, 14 FEET
 HY0053'EAST OF EAST RAIL, 34 FEET WEST OF CENTER LINE OF STATE HIGHWAY 2,
 HY0053'39 FEET SOUTH OF A SWITCH STAND AT SOUTH END OF SIDING AT LESAGE,
 HY0053'59 1/2 FEET NORTH OF A WHISTLE POST, 66 FEET SOUTHEAST AND ACROSS
 HY0053'TRACK FROM TELEPHONE POLE NO. 203+02, 96 1/2 FEET NORTHEAST AND
 HY0053'ACROSS TRACK FROM TELEPHONE POLE NO. 203+03, 2 FEET NORTH OF A
 HY0053'WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF HIGHWAY,
 HY0053'ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST
 HY0053'PROJECTING 3 INCHES.
 HY0053
 HY0053                          STATION RECOVERY (1976)
 HY0053
 HY0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0053'MARK NOT FOUND.
 HY0053
 HY0053                          STATION RECOVERY (1984)
 HY0053
 HY0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2345 ***********************************************************************
 HX2345  DESIGNATION -  M 110
 HX2345  PID         -  HX2345
 HX2345  STATE/COUNTY-  WV/MASON
 HX2345  USGS QUAD   -  ROBERTSBURG (1987)
 HX2345
 HX2345                         *CURRENT SURVEY CONTROL
 HX2345  ___________________________________________________________________
 HX2345* NAD 83(1986)-  38 43 51.     (N)    081 56 04.     (W)     SCALED    
 HX2345* NAVD 88     -       175.843  (meters)     576.91   (feet)  ADJUSTED  
 HX2345  ___________________________________________________________________
 HX2345  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HX2345  DYNAMIC HT  -         175.728 (meters)     576.53  (feet)  COMP
 HX2345  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 HX2345
 HX2345  VERT ORDER  -  SECOND    CLASS 0
 HX2345
 HX2345.The horizontal coordinates were scaled from a topographic map and have
 HX2345.an estimated accuracy of +/- 6 seconds.
 HX2345
 HX2345.The orthometric height was determined by differential leveling
 HX2345.and adjusted by the National Geodetic Survey in June 1991..
 HX2345
 HX2345.The geoid height was determined by GEOID03.
 HX2345
 HX2345.The dynamic height is computed by dividing the NAVD 88
 HX2345.geopotential number by the normal gravity value computed on the
 HX2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2345.degrees latitude (g = 980.6199 gals.).
 HX2345
 HX2345.The modeled gravity was interpolated from observed gravity values.
 HX2345
 HX2345;                    North         East    Units  Estimated Accuracy
 HX2345;SPC WV S     -   192,520.      518,750.      MT  (+/- 180 meters Scaled)
 HX2345
 HX2345                          SUPERSEDED SURVEY CONTROL
 HX2345
 HX2345  NGVD 29 (??/??/92)  176.041  (m)          577.56   (f) ADJ UNCH    2 0
 HX2345
 HX2345.Superseded values are not recommended for survey control.
 HX2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2345.See file dsdata.txt to determine how the superseded data were derived.
 HX2345
 HX2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC187873(NAD 83)
 HX2345_MARKER: DB = BENCH MARK DISK
 HX2345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2345_SP_SET: ABUTMENT
 HX2345_STAMPING: M 110 1956
 HX2345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2345
 HX2345  HISTORY     - Date     Condition        Report By
 HX2345  HISTORY     - 1956     MONUMENTED       CGS
 HX2345  HISTORY     - 1976     GOOD             NGS
 HX2345
 HX2345                          STATION DESCRIPTION
 HX2345
 HX2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2345'2 MI NE FROM ARBUCKLE.
 HX2345'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 35 FROM THE NEW YORKC
 HX2345'CENTRAL RAILROAD STATION AT ARBUCKLE, THENCE ABOUT 1.15 MILES
 HX2345'NORTHEAST ALONG A DIRT ROAD, AT BRIDGE OVER THIRTEEN MILE CREEK AT
 HX2345'WATERLOO, IN THE TOP OF SOUTH END OF EAST CONCRETE ABUTMENT AND
 HX2345'ABOUT LEVEL WITH ROAD.
 HX2345
 HX2345                          STATION RECOVERY (1976)
 HX2345
 HX2345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2424 ***********************************************************************
 HX2424  DESIGNATION -  M 111
 HX2424  PID         -  HX2424
 HX2424  STATE/COUNTY-  WV/MASON
 HX2424  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2424
 HX2424                         *CURRENT SURVEY CONTROL
 HX2424  ___________________________________________________________________
 HX2424* NAD 83(1986)-  38 45 49.     (N)    081 51 45.     (W)     SCALED    
 HX2424* NAVD 88     -       278.136  (meters)     912.52   (feet)  ADJUSTED  
 HX2424  ___________________________________________________________________
 HX2424  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HX2424  DYNAMIC HT  -         277.951 (meters)     911.91  (feet)  COMP
 HX2424  MODELED GRAV-     979,955.9   (mgal)                       NAVD 88
 HX2424
 HX2424  VERT ORDER  -  SECOND    CLASS 0
 HX2424
 HX2424.The horizontal coordinates were scaled from a topographic map and have
 HX2424.an estimated accuracy of +/- 6 seconds.
 HX2424
 HX2424.The orthometric height was determined by differential leveling
 HX2424.and adjusted by the National Geodetic Survey in June 1991..
 HX2424
 HX2424.The geoid height was determined by GEOID03.
 HX2424
 HX2424.The dynamic height is computed by dividing the NAVD 88
 HX2424.geopotential number by the normal gravity value computed on the
 HX2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2424.degrees latitude (g = 980.6199 gals.).
 HX2424
 HX2424.The modeled gravity was interpolated from observed gravity values.
 HX2424
 HX2424;                    North         East    Units  Estimated Accuracy
 HX2424;SPC WV S     -   196,100.      525,040.      MT  (+/- 180 meters Scaled)
 HX2424
 HX2424                          SUPERSEDED SURVEY CONTROL
 HX2424
 HX2424  NGVD 29 (??/??/92)  278.321  (m)          913.12   (f) ADJ UNCH    2 0
 HX2424
 HX2424.Superseded values are not recommended for survey control.
 HX2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2424.See file dsdata.txt to determine how the superseded data were derived.
 HX2424
 HX2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC250908(NAD 83)
 HX2424_MARKER: DB = BENCH MARK DISK
 HX2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2424_STAMPING: M 111 1956
 HX2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2424+STABILITY: SURFACE MOTION
 HX2424
 HX2424  HISTORY     - Date     Condition        Report By
 HX2424  HISTORY     - 1956     MONUMENTED       CGS
 HX2424
 HX2424                          STATION DESCRIPTION
 HX2424
 HX2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2424'1.1 MI S FROM GUNVILLE.
 HX2424'ABOUT 1.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 HX2424'AND CASTOS STORE AT GUNVILLE, ABOUT 0.4 MILE SOUTHEAST OF GRANT
 HX2424'SCHOOL, IN A TRIANGLE FORMED BY THE JUNCTION OF DRIVES EAST TO
 HX2424'CHURCH AND CEMETERY, 35 FEET EAST OF CENTER LINE OF ROAD, 75 FEET
 HX2424'WEST-SOUTHWEST AND ACROSS A DRIVE FROM THE SOUTHWEST CORNER OF
 HX2424'FENCE AROUND CEMETERY, 57 FEET NORTHWEST AND ACROSS A DRIVE FROM
 HX2424'NORTHWEST CORNER OF CHURCH BUILDING, 29 FEET SOUTH-SOUTHWEST
 HX2424'OF CENTER LINE OF NORTH DRIVE, 24 FEET NORTHWEST OF CENTER LINE
 HX2424'OF SOUTH DRIVE, 8 FEET SOUTHWEST OF THE WEST ONE OF TWO 12-INCH
 HX2424'OAK TREES WHICH ARE GROWING IN JUNCTION TRIANGLE, 2 FEET NORTH
 HX2424'OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE LEVEL OF ROAD
 HX2424'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2441 ***********************************************************************
 HX2441  DESIGNATION -  M 112
 HX2441  PID         -  HX2441
 HX2441  STATE/COUNTY-  WV/JACKSON
 HX2441  USGS QUAD   -  ELMWOOD (1975)
 HX2441
 HX2441                         *CURRENT SURVEY CONTROL
 HX2441  ___________________________________________________________________
 HX2441* NAD 83(1986)-  38 42 14.     (N)    081 47 52.     (W)     SCALED    
 HX2441* NAVD 88     -       288.870  (meters)     947.73   (feet)  ADJUSTED  
 HX2441  ___________________________________________________________________
 HX2441  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HX2441  DYNAMIC HT  -         288.679 (meters)     947.11  (feet)  COMP
 HX2441  MODELED GRAV-     979,959.7   (mgal)                       NAVD 88
 HX2441
 HX2441  VERT ORDER  -  SECOND    CLASS 0
 HX2441
 HX2441.The horizontal coordinates were scaled from a topographic map and have
 HX2441.an estimated accuracy of +/- 6 seconds.
 HX2441
 HX2441.The orthometric height was determined by differential leveling
 HX2441.and adjusted by the National Geodetic Survey in June 1991..
 HX2441
 HX2441.The geoid height was determined by GEOID03.
 HX2441
 HX2441.The dynamic height is computed by dividing the NAVD 88
 HX2441.geopotential number by the normal gravity value computed on the
 HX2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2441.degrees latitude (g = 980.6199 gals.).
 HX2441
 HX2441.The modeled gravity was interpolated from observed gravity values.
 HX2441
 HX2441;                    North         East    Units  Estimated Accuracy
 HX2441;SPC WV S     -   189,420.      530,610.      MT  (+/- 180 meters Scaled)
 HX2441
 HX2441                          SUPERSEDED SURVEY CONTROL
 HX2441
 HX2441  NGVD 29 (??/??/92)  289.056  (m)          948.34   (f) ADJ UNCH    2 0
 HX2441
 HX2441.Superseded values are not recommended for survey control.
 HX2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2441.See file dsdata.txt to determine how the superseded data were derived.
 HX2441
 HX2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC306842(NAD 83)
 HX2441_MARKER: DB = BENCH MARK DISK
 HX2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2441_STAMPING: M 112 1956
 HX2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2441+STABILITY: SURFACE MOTION
 HX2441
 HX2441  HISTORY     - Date     Condition        Report By
 HX2441  HISTORY     - 1956     MONUMENTED       CGS
 HX2441
 HX2441                          STATION DESCRIPTION
 HX2441
 HX2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2441'1 MI SW FROM ROCKCASTLE.
 HX2441'ABOUT 0.05 MILE EAST ALONG A GRAVEL ROAD FOLLOWING THIRTEENMILE
 HX2441'CREEK FROM THE STORE AND GAS STATION AT ROCKCASTLE, THENCE ABOUT
 HX2441'0.95 MILE SOUTHWEST ALONG A DIRT ROAD, AT A DIRT CROSSROAD AND
 HX2441'MT. OLIVE EUB CHURCH, 26 FEET SOUTHWEST OF CENTER OF ROAD
 HX2441'INTERSECTION, 115 FEET WEST AND ACROSS INTERSECTION FROM WEST
 HX2441'CORNER OF CHURCH (CONCRETE BLOCK BUILDING), 25 FEET WEST OF
 HX2441'CENTER LINE OF DIRT ROAD LEADING SOUTH AND SOUTHWEST, 17 FEET
 HX2441'NORTHWEST OF A 12-INCH HICKORY TREE IN A FENCE CORNER, 2 FEET
 HX2441'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE LEVEL
 HX2441'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2408 ***********************************************************************
 HX2408  DESIGNATION -  M 113
 HX2408  PID         -  HX2408
 HX2408  STATE/COUNTY-  WV/PUTNAM
 HX2408  USGS QUAD   -  BANCROFT (1975)
 HX2408
 HX2408                         *CURRENT SURVEY CONTROL
 HX2408  ___________________________________________________________________
 HX2408* NAD 83(1986)-  38 36 40.     (N)    081 48 23.     (W)     SCALED    
 HX2408* NAVD 88     -       293.370  (meters)     962.50   (feet)  ADJUSTED  
 HX2408  ___________________________________________________________________
 HX2408  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HX2408  DYNAMIC HT  -         293.170 (meters)     961.84  (feet)  COMP
 HX2408  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 HX2408
 HX2408  VERT ORDER  -  SECOND    CLASS 0
 HX2408
 HX2408.The horizontal coordinates were scaled from a topographic map and have
 HX2408.an estimated accuracy of +/- 6 seconds.
 HX2408
 HX2408.The orthometric height was determined by differential leveling
 HX2408.and adjusted by the National Geodetic Survey in June 1991..
 HX2408
 HX2408.The geoid height was determined by GEOID03.
 HX2408
 HX2408.The dynamic height is computed by dividing the NAVD 88
 HX2408.geopotential number by the normal gravity value computed on the
 HX2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2408.degrees latitude (g = 980.6199 gals.).
 HX2408
 HX2408.The modeled gravity was interpolated from observed gravity values.
 HX2408
 HX2408;                    North         East    Units  Estimated Accuracy
 HX2408;SPC WV S     -   179,120.      529,770.      MT  (+/- 180 meters Scaled)
 HX2408
 HX2408                          SUPERSEDED SURVEY CONTROL
 HX2408
 HX2408  NGVD 29 (??/??/92)  293.559  (m)          963.12   (f) ADJ UNCH    2 0
 HX2408
 HX2408.Superseded values are not recommended for survey control.
 HX2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2408.See file dsdata.txt to determine how the superseded data were derived.
 HX2408
 HX2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC297739(NAD 83)
 HX2408_MARKER: DB = BENCH MARK DISK
 HX2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2408_STAMPING: M 113 1956
 HX2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2408+STABILITY: SURFACE MOTION
 HX2408
 HX2408  HISTORY     - Date     Condition        Report By
 HX2408  HISTORY     - 1956     MONUMENTED       CGS
 HX2408
 HX2408                          STATION DESCRIPTION
 HX2408
 HX2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2408'2.6 MI N FROM PARADISE.
 HX2408'ABOUT 2.65 MILES NORTH ALONG A GRAVEL ROAD FROM THE JUNCTION
 HX2408'OF STATE HIGHWAY 34 AND STORES AT PARADISE, ABOUT 0.7 MILE
 HX2408'NORTH OF JUNCTION OF A ROAD WEST AND BOLES RIDGE CHURCH, 20 FEET
 HX2408'EAST OF CENTER LINE OF ROAD, 240 FEET NORTH-NORTHWEST OF NORTHWEST
 HX2408'CORNER OF A SMALL FRAME HOUSE, 22 FEET WEST OF POWER POLE NO.
 HX2408'1025-D 15 WITH A TRANSFORMER AND BRANCH LINES EAST AND WEST, 8 1/2
 HX2408'FEET EAST OF EAST END OF A 24-INCH CONCRETE PIPE CULVERT UNDER
 HX2408'ROAD, 2 FEET NORTHEAST OF A FENCE CORNER, 2 FEET NORTHEAST OF A
 HX2408'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE
 HX2408'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2699 ***********************************************************************
 HX2699  DESIGNATION -  M 114
 HX2699  PID         -  HX2699
 HX2699  STATE/COUNTY-  WV/JACKSON
 HX2699  USGS QUAD   -  SANDYVILLE (1988)
 HX2699
 HX2699                         *CURRENT SURVEY CONTROL
 HX2699  ___________________________________________________________________
 HX2699* NAD 83(1986)-  38 54 52.     (N)    081 42 39.     (W)     SCALED    
 HX2699* NAVD 88     -       177.468  (meters)     582.24   (feet)  ADJUSTED  
 HX2699  ___________________________________________________________________
 HX2699  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 HX2699  DYNAMIC HT  -         177.354 (meters)     581.87  (feet)  COMP
 HX2699  MODELED GRAV-     979,978.6   (mgal)                       NAVD 88
 HX2699
 HX2699  VERT ORDER  -  SECOND    CLASS 0
 HX2699
 HX2699.The horizontal coordinates were scaled from a topographic map and have
 HX2699.an estimated accuracy of +/- 6 seconds.
 HX2699
 HX2699.The orthometric height was determined by differential leveling
 HX2699.and adjusted by the National Geodetic Survey in June 1991..
 HX2699
 HX2699.The geoid height was determined by GEOID03.
 HX2699
 HX2699.The dynamic height is computed by dividing the NAVD 88
 HX2699.geopotential number by the normal gravity value computed on the
 HX2699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2699.degrees latitude (g = 980.6199 gals.).
 HX2699
 HX2699.The modeled gravity was interpolated from observed gravity values.
 HX2699
 HX2699;                    North         East    Units  Estimated Accuracy
 HX2699;SPC WV S     -   212,730.      538,350.      MT  (+/- 180 meters Scaled)
 HX2699
 HX2699                          SUPERSEDED SURVEY CONTROL
 HX2699
 HX2699  NGVD 29 (??/??/92)  177.638  (m)          582.80   (f) ADJ UNCH    2 0
 HX2699
 HX2699.Superseded values are not recommended for survey control.
 HX2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2699.See file dsdata.txt to determine how the superseded data were derived.
 HX2699
 HX2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD383075(NAD 83)
 HX2699_MARKER: DB = BENCH MARK DISK
 HX2699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2699_STAMPING: M 114 1956
 HX2699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2699+STABILITY: SURFACE MOTION
 HX2699
 HX2699  HISTORY     - Date     Condition        Report By
 HX2699  HISTORY     - 1956     MONUMENTED       CGS
 HX2699  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX2699
 HX2699                          STATION DESCRIPTION
 HX2699
 HX2699'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2699'3.9 MI NW FROM SANDYVILLE.
 HX2699'ABOUT 3.9 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2699'FROM THE STATION AT SANDYVILLE, AT NUZUM, 13 FEET WEST-SOUTHWEST
 HX2699'OF NEAR RAIL OF TRACK, 77 FEET SOUTH OF CENTER OF A FARM ROAD
 HX2699'CROSSING, 70 FEET SOUTH-SOUTHEAST OF RAILROAD SIGN POST NUZUM,
 HX2699'5 1/2 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE NO. 4+12, ABOUT 1
 HX2699'FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 HX2699'PROJECTING 3 INCHES.
 HX2699
 HX2699                          STATION RECOVERY (1976)
 HX2699
 HX2699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0268 ***********************************************************************
 HY0268  DESIGNATION -  M 115
 HY0268  PID         -  HY0268
 HY0268  STATE/COUNTY-  WV/MASON
 HY0268  USGS QUAD   -  ARLEE (1975)
 HY0268
 HY0268                         *CURRENT SURVEY CONTROL
 HY0268  ___________________________________________________________________
 HY0268* NAD 83(1986)-  38 38 46.     (N)    082 07 08.     (W)     SCALED    
 HY0268* NAVD 88     -       184.452  (meters)     605.16   (feet)  ADJUSTED  
 HY0268  ___________________________________________________________________
 HY0268  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HY0268  DYNAMIC HT  -         184.331 (meters)     604.76  (feet)  COMP
 HY0268  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 HY0268
 HY0268  VERT ORDER  -  SECOND    CLASS 0
 HY0268
 HY0268.The horizontal coordinates were scaled from a topographic map and have
 HY0268.an estimated accuracy of +/- 6 seconds.
 HY0268
 HY0268.The orthometric height was determined by differential leveling
 HY0268.and adjusted by the National Geodetic Survey in June 1991..
 HY0268
 HY0268.The geoid height was determined by GEOID03.
 HY0268
 HY0268.The dynamic height is computed by dividing the NAVD 88
 HY0268.geopotential number by the normal gravity value computed on the
 HY0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0268.degrees latitude (g = 980.6199 gals.).
 HY0268
 HY0268.The modeled gravity was interpolated from observed gravity values.
 HY0268
 HY0268;                    North         East    Units  Estimated Accuracy
 HY0268;SPC WV S     -   183,290.      502,600.      MT  (+/- 180 meters Scaled)
 HY0268
 HY0268                          SUPERSEDED SURVEY CONTROL
 HY0268
 HY0268  NGVD 29 (??/??/92)  184.637  (m)          605.76   (f) ADJ UNCH    2 0
 HY0268
 HY0268.Superseded values are not recommended for survey control.
 HY0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0268.See file dsdata.txt to determine how the superseded data were derived.
 HY0268
 HY0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC026781(NAD 83)
 HY0268_MARKER: DB = BENCH MARK DISK
 HY0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0268_STAMPING: M 115 1956
 HY0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0268+STABILITY: SURFACE MOTION
 HY0268
 HY0268  HISTORY     - Date     Condition        Report By
 HY0268  HISTORY     - 1956     MONUMENTED       CGS
 HY0268
 HY0268                          STATION DESCRIPTION
 HY0268
 HY0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0268'2.9 MI E FROM MERCERS BOTTOM.
 HY0268'2.9 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF STATE
 HY0268'HIGHWAY 2 AND POST OFFICE AT MERCERS BOTTOM, 83 FEET SOUTH-SOUTHWEST
 HY0268'OF CENTER LINE OF ROAD, 231 FEET WEST-NORTHWEST OF WEST CORNER
 HY0268'OF A CINDER BLOCK BARN, 185 FEET NORTHEAST OF NORTH CORNER OF
 HY0268'J.L. WATTERSON, SR. RESIDENCE, 53 FEET SOUTH-SOUTHWEST OF POWER
 HY0268'POLE NO. 46/8205 970B7 WITH A TRANSFORMER, 23 FEET SOUTHEAST OF
 HY0268'CENTER LINE OF A DRIVE, 6 1/2 FEET SOUTHEAST OF A FENCE CORNER,
 HY0268'1 1/2 FEET NORTHEAST OF A FENCE LINE, ABOUT 5 FEET BELOW LEVEL OF
 HY0268'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0050 ***********************************************************************
 HY0050  DESIGNATION -  M 116
 HY0050  PID         -  HY0050
 HY0050  STATE/COUNTY-  WV/CABELL
 HY0050  USGS QUAD   -  ATHALIA (1985)
 HY0050
 HY0050                         *CURRENT SURVEY CONTROL
 HY0050  ___________________________________________________________________
 HY0050* NAD 83(1986)-  38 31 45.     (N)    082 17 45.     (W)     SCALED    
 HY0050* NAVD 88     -       169.935  (meters)     557.53   (feet)  ADJUSTED  
 HY0050  ___________________________________________________________________
 HY0050  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HY0050  DYNAMIC HT  -         169.823 (meters)     557.16  (feet)  COMP
 HY0050  MODELED GRAV-     979,966.1   (mgal)                       NAVD 88
 HY0050
 HY0050  VERT ORDER  -  FIRST     CLASS II
 HY0050
 HY0050.The horizontal coordinates were scaled from a topographic map and have
 HY0050.an estimated accuracy of +/- 6 seconds.
 HY0050
 HY0050.The orthometric height was determined by differential leveling
 HY0050.and adjusted by the National Geodetic Survey in June 1991..
 HY0050
 HY0050.The geoid height was determined by GEOID03.
 HY0050
 HY0050.The dynamic height is computed by dividing the NAVD 88
 HY0050.geopotential number by the normal gravity value computed on the
 HY0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0050.degrees latitude (g = 980.6199 gals.).
 HY0050
 HY0050.The modeled gravity was interpolated from observed gravity values.
 HY0050
 HY0050;                    North         East    Units  Estimated Accuracy
 HY0050;SPC WV S     -   170,510.      487,020.      MT  (+/- 180 meters Scaled)
 HY0050
 HY0050                          SUPERSEDED SURVEY CONTROL
 HY0050
 HY0050  NGVD 29 (??/??/92)  170.113  (m)          558.11   (f) ADJ UNCH    1 2
 HY0050
 HY0050.Superseded values are not recommended for survey control.
 HY0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0050.See file dsdata.txt to determine how the superseded data were derived.
 HY0050
 HY0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC870653(NAD 83)
 HY0050_MARKER: DB = BENCH MARK DISK
 HY0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0050_STAMPING: M 116 1956
 HY0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0050+STABILITY: SURFACE MOTION
 HY0050
 HY0050  HISTORY     - Date     Condition        Report By
 HY0050  HISTORY     - 1956     MONUMENTED       CGS
 HY0050  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0050
 HY0050                          STATION DESCRIPTION
 HY0050
 HY0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0050'1.8 MI S FROM GREENBOTTOM.
 HY0050'ABOUT 1.85 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0050'THE ROAD CROSSING AT GREENBOTTOM, ABOUT 1.2 MILES NORTH OF MC FANNS
 HY0050'STORE AT LESAGE, 26 FEET EAST OF EAST RAIL, 30 1/2 FEET WEST OF
 HY0050'CENTER LINE OF STATE HIGHWAY 2, 68 FEET NORTHEAST AND ACROSS
 HY0050'TRACK FROM TELEPHONE POLE NO. 201+20, 84 FEET NORTH OF POWER POLE
 HY0050'NO. 9410-7, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 HY0050'LEVEL WITH HIGHWAY AND TRACK AND SET IN THE TOP OF A CONCRETE
 HY0050'POST PROJECTING 5 INCHES.
 HY0050
 HY0050                          STATION RECOVERY (1984)
 HY0050
 HY0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0050'NOT RECOVERED, THE HIGHWAY HAS BEEN REBUILT AND IS NOW ABOUT 4.5 FEET
 HY0050'ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0210 ***********************************************************************
 HY0210  DESIGNATION -  M 117
 HY0210  PID         -  HY0210
 HY0210  STATE/COUNTY-  WV/CABELL
 HY0210  USGS QUAD   -  ATHALIA (1985)
 HY0210
 HY0210                         *CURRENT SURVEY CONTROL
 HY0210  ___________________________________________________________________
 HY0210* NAD 83(1986)-  38 33 00.     (N)    082 16 33.     (W)     SCALED    
 HY0210* NAVD 88     -       237.997  (meters)     780.83   (feet)  ADJUSTED  
 HY0210  ___________________________________________________________________
 HY0210  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HY0210  DYNAMIC HT  -         237.842 (meters)     780.32  (feet)  COMP
 HY0210  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 HY0210
 HY0210  VERT ORDER  -  SECOND    CLASS 0
 HY0210
 HY0210.The horizontal coordinates were scaled from a topographic map and have
 HY0210.an estimated accuracy of +/- 6 seconds.
 HY0210
 HY0210.The orthometric height was determined by differential leveling
 HY0210.and adjusted by the National Geodetic Survey in June 1991..
 HY0210
 HY0210.The geoid height was determined by GEOID03.
 HY0210
 HY0210.The dynamic height is computed by dividing the NAVD 88
 HY0210.geopotential number by the normal gravity value computed on the
 HY0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0210.degrees latitude (g = 980.6199 gals.).
 HY0210
 HY0210.The modeled gravity was interpolated from observed gravity values.
 HY0210
 HY0210;                    North         East    Units  Estimated Accuracy
 HY0210;SPC WV S     -   172,800.      488,790.      MT  (+/- 180 meters Scaled)
 HY0210
 HY0210                          SUPERSEDED SURVEY CONTROL
 HY0210
 HY0210  NGVD 29 (??/??/92)  238.181  (m)          781.43   (f) ADJ UNCH    2 0
 HY0210
 HY0210.Superseded values are not recommended for survey control.
 HY0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0210.See file dsdata.txt to determine how the superseded data were derived.
 HY0210
 HY0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC888676(NAD 83)
 HY0210_MARKER: DB = BENCH MARK DISK
 HY0210_SETTING: 66 = SET IN ROCK OUTCROP
 HY0210_SP_SET: ROCK CUT
 HY0210_STAMPING: M 117 1956
 HY0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0210+STABILITY: POSITION/ELEVATION WELL
 HY0210
 HY0210  HISTORY     - Date     Condition        Report By
 HY0210  HISTORY     - 1956     MONUMENTED       CGS
 HY0210  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0210
 HY0210                          STATION DESCRIPTION
 HY0210
 HY0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0210'0.6 MI E FROM GREENBOTTOM.
 HY0210'0.55 MILE EAST AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION
 HY0210'OF STATE HIGHWAY 2 AND C.C. CLUTTS STORE AT GREENBOTTOM, ABOUT 0.25
 HY0210'MILE NORTHWEST OF THE TOP OF A RIDGE, ABOUT 0.2 MILE SOUTHEAST OF
 HY0210'BOTTOM OF GRADE AND PIPE CULVERT FOR A CREEK BRANCH, SET VERTICALLY
 HY0210'ABOUT 6 FEET ABOVE BOTTOM OF DITCH IN THE SMALL SOUTHWEST FACE
 HY0210'OF A 5-FOOT HIGH SOLID ROCK PROJECTING OUT OF 9-FOOT HIGH CUT
 HY0210'BANK, 13 1/2 FEET NORTHEAST OF CENTER LINE OF ROAD AND ABOUT 4 1/2
 HY0210'FEET ABOVE LEVEL OF ROAD.
 HY0210
 HY0210                          STATION RECOVERY (1984)
 HY0210
 HY0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0210'NOT RECOVERED, CONSIDER DESTROYED ONLY THE STEM OF THE DISK REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0250 ***********************************************************************
 HY0250  DESIGNATION -  M 118
 HY0250  PID         -  HY0250
 HY0250  STATE/COUNTY-  WV/PUTNAM
 HY0250  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0250
 HY0250                         *CURRENT SURVEY CONTROL
 HY0250  ___________________________________________________________________
 HY0250* NAD 83(1986)-  38 35 51.     (N)    082 02 16.     (W)     SCALED    
 HY0250* NAVD 88     -       280.662  (meters)     920.81   (feet)  ADJUSTED  
 HY0250  ___________________________________________________________________
 HY0250  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HY0250  DYNAMIC HT  -         280.476 (meters)     920.20  (feet)  COMP
 HY0250  MODELED GRAV-     979,959.7   (mgal)                       NAVD 88
 HY0250
 HY0250  VERT ORDER  -  SECOND    CLASS 0
 HY0250
 HY0250.The horizontal coordinates were scaled from a topographic map and have
 HY0250.an estimated accuracy of +/- 6 seconds.
 HY0250
 HY0250.The orthometric height was determined by differential leveling
 HY0250.and adjusted by the National Geodetic Survey in June 1991..
 HY0250
 HY0250.The geoid height was determined by GEOID03.
 HY0250
 HY0250.The dynamic height is computed by dividing the NAVD 88
 HY0250.geopotential number by the normal gravity value computed on the
 HY0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0250.degrees latitude (g = 980.6199 gals.).
 HY0250
 HY0250.The modeled gravity was interpolated from observed gravity values.
 HY0250
 HY0250;                    North         East    Units  Estimated Accuracy
 HY0250;SPC WV S     -   177,810.      509,600.      MT  (+/- 180 meters Scaled)
 HY0250
 HY0250                          SUPERSEDED SURVEY CONTROL
 HY0250
 HY0250  NGVD 29 (??/??/92)  280.820  (m)          921.32   (f) ADJ UNCH    2 0
 HY0250
 HY0250.Superseded values are not recommended for survey control.
 HY0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0250.See file dsdata.txt to determine how the superseded data were derived.
 HY0250
 HY0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC096726(NAD 83)
 HY0250_MARKER: DB = BENCH MARK DISK
 HY0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0250_STAMPING: M 118 1956
 HY0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0250+STABILITY: SURFACE MOTION
 HY0250
 HY0250  HISTORY     - Date     Condition        Report By
 HY0250  HISTORY     - 1956     MONUMENTED       CGS
 HY0250
 HY0250                          STATION DESCRIPTION
 HY0250
 HY0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0250'4.5 MI SW FROM PLINY.
 HY0250'1.85 MILES WEST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF STATE
 HY0250'HIGHWAY 17 AT PLINY, THENCE ABOUT 2.65 MILES SOUTHWEST ALONG A
 HY0250'GRAVEL ROAD, ABOUT 0.25 MILE EAST OF JUNCTION OF A DIRT ROAD
 HY0250'LEADING SOUTH, ABOUT 0.3 MILE SOUTHWEST OF JUNCTION OF A ROAD
 HY0250'SOUTHEAST, AT THE JUNCTION OF A GRAVEL ROAD SOUTHEAST, 36 FEET
 HY0250'SOUTHEAST OF CENTER LINE OF ROAD, 53 FEET SOUTHWEST OF CENTER
 HY0250'LINE OF ROAD SOUTHEAST, 14 FEET EAST-SOUTHEAST OF CENTER OF A
 HY0250'FARM DRIVE, 70 FEET NORTHEAST OF CENTER OF A WIRE GATE, 2 FEET
 HY0250'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET ABOVE
 HY0250'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY0250'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0233 ***********************************************************************
 HY0233  DESIGNATION -  M 119
 HY0233  PID         -  HY0233
 HY0233  STATE/COUNTY-  WV/MASON
 HY0233  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0233
 HY0233                         *CURRENT SURVEY CONTROL
 HY0233  ___________________________________________________________________
 HY0233* NAD 83(1986)-  38 32 04.     (N)    082 04 58.     (W)     SCALED    
 HY0233* NAVD 88     -       275.664  (meters)     904.41   (feet)  POSTED    
 HY0233  ___________________________________________________________________
 HY0233  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HY0233  DYNAMIC HT  -         275.480 (meters)     903.80  (feet)  COMP
 HY0233  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 HY0233
 HY0233  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0233
 HY0233.The horizontal coordinates were scaled from a topographic map and have
 HY0233.an estimated accuracy of +/- 6 seconds.
 HY0233
 HY0233.The orthometric height was determined by differential leveling
 HY0233.and adjusted by the National Geodetic Survey in 1992..
 HY0233.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0233.rate of 0.0 thru 1.0 mm/km.
 HY0233
 HY0233.The geoid height was determined by GEOID03.
 HY0233
 HY0233.The dynamic height is computed by dividing the NAVD 88
 HY0233.geopotential number by the normal gravity value computed on the
 HY0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0233.degrees latitude (g = 980.6199 gals.).
 HY0233
 HY0233.The modeled gravity was interpolated from observed gravity values.
 HY0233
 HY0233;                    North         East    Units  Estimated Accuracy
 HY0233;SPC WV S     -   170,860.      505,600.      MT  (+/- 180 meters Scaled)
 HY0233
 HY0233                          SUPERSEDED SURVEY CONTROL
 HY0233
 HY0233  NGVD 29 (??/??/92)  275.835  (m)          904.97   (f) ADJ UNCH    2 0
 HY0233
 HY0233.Superseded values are not recommended for survey control.
 HY0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0233.See file dsdata.txt to determine how the superseded data were derived.
 HY0233
 HY0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC056656(NAD 83)
 HY0233_MARKER: DB = BENCH MARK DISK
 HY0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0233_STAMPING: M 119 1956
 HY0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0233+STABILITY: SURFACE MOTION
 HY0233
 HY0233  HISTORY     - Date     Condition        Report By
 HY0233  HISTORY     - 1956     MONUMENTED       CGS
 HY0233
 HY0233                          STATION DESCRIPTION
 HY0233
 HY0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0233'1.4 MI NW FROM MT OLIVE.
 HY0233'0.35 MILE NORTH ALONG A ROAD FROM THE CHURCH AND CEMETERY AT
 HY0233'MT. OLIVE, THENCE ABOUT 1.05 MILES NORTHWEST ALONG A GRAVEL
 HY0233'ROAD LEADING TO GLENWOOD, ABOUT 0.3 MILE EAST OF JUNCTION OF
 HY0233'ROAD NORTH, 19 FEET NORTH OF CENTER LINE OF ROAD, 431 FEET
 HY0233'EAST-NORTHEAST AND ACROSS ROAD FROM THE NORTHEAST CORNER OF A SMALL
 HY0233'WHITE FRAME HOUSE, 220 FEET NORTHEAST AND ACROSS ROAD FROM POWER
 HY0233'POLE NO. 9321/4, 2 1/2 FEET EAST OF A FENCE CORNER, 2 FEET
 HY0233'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 HY0233'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY0233'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1952 ***********************************************************************
 HX1952  DESIGNATION -  M 12 RESET 1945
 HX1952  PID         -  HX1952
 HX1952  STATE/COUNTY-  WV/KANAWHA
 HX1952  USGS QUAD   -  CLENDENIN (1976)
 HX1952
 HX1952                         *CURRENT SURVEY CONTROL
 HX1952  ___________________________________________________________________
 HX1952* NAD 83(1986)-  38 28 53.     (N)    081 18 35.     (W)     SCALED    
 HX1952* NAVD 88     -       193.80   (+/-2cm)     635.8    (feet)  VERTCON   
 HX1952  ___________________________________________________________________
 HX1952  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HX1952
 HX1952  VERT ORDER  -  THIRD (See Below)
 HX1952
 HX1952.The horizontal coordinates were scaled from a topographic map and have
 HX1952.an estimated accuracy of +/- 6 seconds.
 HX1952
 HX1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX1952.The vertical order pertains to the NGVD 29 superseded value.
 HX1952
 HX1952.The geoid height was determined by GEOID03.
 HX1952
 HX1952;                    North         East    Units  Estimated Accuracy
 HX1952;SPC WV S     -   164,460.      572,980.      MT  (+/- 180 meters Scaled)
 HX1952
 HX1952                          SUPERSEDED SURVEY CONTROL
 HX1952
 HX1952  NGVD 29 (09/25/03)  193.98   (m)          636.4    (f) RESET       3  
 HX1952
 HX1952.Superseded values are not recommended for survey control.
 HX1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1952.See file dsdata.txt to determine how the superseded data were derived.
 HX1952
 HX1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC729592(NAD 83)
 HX1952_MARKER: DB = BENCH MARK DISK
 HX1952_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1952_SP_SET: ABUTMENT
 HX1952_STAMPING: M 12 RESET 1945
 HX1952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1952
 HX1952  HISTORY     - Date     Condition        Report By
 HX1952  HISTORY     - 1945     MONUMENTED       BORR
 HX1952  HISTORY     - 1945     GOOD             BORR
 HX1952
 HX1952                          STATION DESCRIPTION
 HX1952
 HX1952'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1945
 HX1952'2.5 MI E FROM CLENDENIN.
 HX1952'ABOUT 2.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1952'THE STATION AT CLENDENIN, KANAWHA COUNTY, 10 RAILS EAST OF THE
 HX1952'FLAG STOP AT TURNER, AT BRIDGE 22/6 OVER MORRIS CREEK, IN THE TOP
 HX1952'OF THE SOUTH BACK WALL OF THE EAST ABUTMENT, ABOUT 7 FEET SOUTH
 HX1952'OF THE CENTERLINE OF THE TRACK, AND ABOUT 1.5 FEET LOWER THAN THE
 HX1952'TOP OF THE LOW RAIL.  A STANDARD DISK, STAMPED M 12 RESET 1945.
 HX1952
 HX1952                          STATION RECOVERY (1945)
 HX1952
 HX1952'RECOVERY NOTE BY BALTIMORE AND OHIO RAILROAD 1945
 HX1952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0925 ***********************************************************************
 KY0925  DESIGNATION -  M 120
 KY0925  PID         -  KY0925
 KY0925  STATE/COUNTY-  WV/BROOKE
 KY0925  USGS QUAD   -  BETHANY (1981)
 KY0925
 KY0925                         *CURRENT SURVEY CONTROL
 KY0925  ___________________________________________________________________
 KY0925* NAD 83(1986)-  40 12 16.     (N)    080 33 49.     (W)     SCALED    
 KY0925* NAVD 88     -       249.051  (meters)     817.09   (feet)  ADJUSTED  
 KY0925  ___________________________________________________________________
 KY0925  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0925  DYNAMIC HT  -         248.915 (meters)     816.65  (feet)  COMP
 KY0925  MODELED GRAV-     980,072.7   (mgal)                       NAVD 88
 KY0925
 KY0925  VERT ORDER  -  SECOND    CLASS 0
 KY0925
 KY0925.The horizontal coordinates were scaled from a topographic map and have
 KY0925.an estimated accuracy of +/- 6 seconds.
 KY0925
 KY0925.The orthometric height was determined by differential leveling
 KY0925.and adjusted by the National Geodetic Survey in June 1991..
 KY0925
 KY0925.The geoid height was determined by GEOID03.
 KY0925
 KY0925.The dynamic height is computed by dividing the NAVD 88
 KY0925.geopotential number by the normal gravity value computed on the
 KY0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0925.degrees latitude (g = 980.6199 gals.).
 KY0925
 KY0925.The modeled gravity was interpolated from observed gravity values.
 KY0925
 KY0925;                    North         East    Units  Estimated Accuracy
 KY0925;SPC WV N     -   189,770.      509,450.      MT  (+/- 180 meters Scaled)
 KY0925
 KY0925                          SUPERSEDED SURVEY CONTROL
 KY0925
 KY0925  NGVD 29 (??/??/92)  249.218  (m)          817.64   (f) ADJ UNCH    2 0
 KY0925
 KY0925.Superseded values are not recommended for survey control.
 KY0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0925.See file dsdata.txt to determine how the superseded data were derived.
 KY0925
 KY0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE371505(NAD 83)
 KY0925_MARKER: DB = BENCH MARK DISK
 KY0925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0925_SP_SET: CULVERT
 KY0925_STAMPING: M 120 1957
 KY0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0925
 KY0925  HISTORY     - Date     Condition        Report By
 KY0925  HISTORY     - 1957     MONUMENTED       CGS
 KY0925
 KY0925                          STATION DESCRIPTION
 KY0925
 KY0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0925'AT BETHANY.
 KY0925'AT BETHANY, ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 67 FROM THE
 KY0925'POST OFFICE, ABOUT 0.3 MILE EAST OF THE JUNCTION OF STATE HIGHWAY
 KY0925'88 LEADING NORTH, AT THE BOTTOM OF GRADES, IN THE TOP OF THE
 KY0925'NORTHEAST END OF SOUTHWEST WING WALL OF AN 8-FOOT CONCRETE CULVERT,
 KY0925'17 FEET SOUTH OF CENTER LINE OF HIGHWAY, 1.2 FEET SOUTH OF
 KY0925'CONCRETE BANISTER AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0980 ***********************************************************************
 KY0980  DESIGNATION -  M 121
 KY0980  PID         -  KY0980
 KY0980  STATE/COUNTY-  WV/OHIO
 KY0980  USGS QUAD   -  VALLEY GROVE (1981)
 KY0980
 KY0980                         *CURRENT SURVEY CONTROL
 KY0980  ___________________________________________________________________
 KY0980* NAD 83(1986)-  40 07 14.     (N)    080 36 44.     (W)     SCALED    
 KY0980* NAVD 88     -       310.063  (meters)    1017.26   (feet)  ADJUSTED  
 KY0980  ___________________________________________________________________
 KY0980  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KY0980  DYNAMIC HT  -         309.890 (meters)    1016.70  (feet)  COMP
 KY0980  MODELED GRAV-     980,059.0   (mgal)                       NAVD 88
 KY0980
 KY0980  VERT ORDER  -  SECOND    CLASS 0
 KY0980
 KY0980.The horizontal coordinates were scaled from a topographic map and have
 KY0980.an estimated accuracy of +/- 6 seconds.
 KY0980
 KY0980.The orthometric height was determined by differential leveling
 KY0980.and adjusted by the National Geodetic Survey in June 1991..
 KY0980
 KY0980.The geoid height was determined by GEOID03.
 KY0980
 KY0980.The dynamic height is computed by dividing the NAVD 88
 KY0980.geopotential number by the normal gravity value computed on the
 KY0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0980.degrees latitude (g = 980.6199 gals.).
 KY0980
 KY0980.The modeled gravity was interpolated from observed gravity values.
 KY0980
 KY0980;                    North         East    Units  Estimated Accuracy
 KY0980;SPC WV N     -   180,500.      505,200.      MT  (+/- 180 meters Scaled)
 KY0980
 KY0980                          SUPERSEDED SURVEY CONTROL
 KY0980
 KY0980  NGVD 29 (??/??/92)  310.223  (m)         1017.79   (f) ADJ UNCH    2 0
 KY0980
 KY0980.Superseded values are not recommended for survey control.
 KY0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0980.See file dsdata.txt to determine how the superseded data were derived.
 KY0980
 KY0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE330412(NAD 83)
 KY0980_MARKER: DB = BENCH MARK DISK
 KY0980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0980_SP_SET: BRIDGE
 KY0980_STAMPING: M 121 1957
 KY0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0980
 KY0980  HISTORY     - Date     Condition        Report By
 KY0980  HISTORY     - 1957     MONUMENTED       CGS
 KY0980
 KY0980                          STATION DESCRIPTION
 KY0980
 KY0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0980'0.9 MI E FROM CLINTON.
 KY0980'ABOUT 0.9 MILE EAST ALONG A BLACK TOP ROAD FROM THE INTERSECTION OF
 KY0980'STATE HIGHWAY 88 AT CLINTON, 0.85 MILE EAST OF CLINTON METHODIST
 KY0980'CHURCH, IN THE TOP OF SOUTH END OF LOWER PART OF EAST CONCRETE
 KY0980'ABUTMENT OF A CONCRETE BRIDGE OVER A CREEK, 10 1/2 FEET SOUTH OF
 KY0980'CENTER LINE OF ROAD, 3 1/2 FEET SOUTH OF CONCRETE BANISTER AND ABOUT
 KY0980'4 1/2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0498 ***********************************************************************
 JX0498  DESIGNATION -  M 122
 JX0498  PID         -  JX0498
 JX0498  STATE/COUNTY-  WV/MARSHALL
 JX0498  USGS QUAD   -  BUSINESSBURG (1976)
 JX0498
 JX0498                         *CURRENT SURVEY CONTROL
 JX0498  ___________________________________________________________________
 JX0498* NAD 83(1986)-  39 57 09.     (N)    080 45 29.     (W)     SCALED    
 JX0498* NAVD 88     -       197.369  (meters)     647.53   (feet)  ADJUSTED  
 JX0498  ___________________________________________________________________
 JX0498  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JX0498  DYNAMIC HT  -         197.258 (meters)     647.17  (feet)  COMP
 JX0498  MODELED GRAV-     980,062.0   (mgal)                       NAVD 88
 JX0498
 JX0498  VERT ORDER  -  SECOND    CLASS 0
 JX0498
 JX0498.The horizontal coordinates were scaled from a topographic map and have
 JX0498.an estimated accuracy of +/- 6 seconds.
 JX0498
 JX0498.The orthometric height was determined by differential leveling
 JX0498.and adjusted by the National Geodetic Survey in June 1991..
 JX0498
 JX0498.The geoid height was determined by GEOID03.
 JX0498
 JX0498.The dynamic height is computed by dividing the NAVD 88
 JX0498.geopotential number by the normal gravity value computed on the
 JX0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0498.degrees latitude (g = 980.6199 gals.).
 JX0498
 JX0498.The modeled gravity was interpolated from observed gravity values.
 JX0498
 JX0498;                    North         East    Units  Estimated Accuracy
 JX0498;SPC WV N     -   162,010.      492,500.      MT  (+/- 180 meters Scaled)
 JX0498
 JX0498                          SUPERSEDED SURVEY CONTROL
 JX0498
 JX0498  NGVD 29 (??/??/92)  197.516  (m)          648.02   (f) ADJ UNCH    2 0
 JX0498
 JX0498.Superseded values are not recommended for survey control.
 JX0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0498.See file dsdata.txt to determine how the superseded data were derived.
 JX0498
 JX0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE206225(NAD 83)
 JX0498_MARKER: DB = BENCH MARK DISK
 JX0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0498_STAMPING: M 122 1957
 JX0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0498+STABILITY: SURFACE MOTION
 JX0498
 JX0498  HISTORY     - Date     Condition        Report By
 JX0498  HISTORY     - 1957     MONUMENTED       CGS
 JX0498  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0498  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 JX0498
 JX0498                          STATION DESCRIPTION
 JX0498
 JX0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0498'2.6 MI N FROM MOUNDSVILLE.
 JX0498'ABOUT 2.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0498'FROM THE STATION AT MOUNDSVILLE, AT GLEN DALE, AT GLEN DALE
 JX0498'AIRPORT, 177 FEET SOUTHWEST OF CENTER OF INTERSECTION OF MAIN
 JX0498'SOUTH BOUND TRACK AND MARX LANE, 28 FEET WEST OF WEST RAIL OF
 JX0498'MAIN TRACK, 158 FEET SOUTHEAST OF CENTER OF INTERSECTION OF MARX
 JX0498'LANE, OHIO STREET AND THE ENTRANCE TO AIRPORT, 2 FEET NORTHEAST
 JX0498'OF NORTHEAST CORNER OF A TAR PAPER COVERED HANGAR BUILDING,
 JX0498'154 FEET SOUTHWEST AND ACROSS TRACKS FROM THE NORTHWEST
 JX0498'CORNER OF NORTH BUILDING OF LOUIS MARX AND COMPANY, ABOUT 4 1/2
 JX0498'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 JX0498'PROJECTING 4 INCHES.
 JX0498
 JX0498                          STATION RECOVERY (1983)
 JX0498
 JX0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0498'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK
 JX0498'BEING FOUND, THE TAR PAPER COVERED HANGAR NO LONGER EXISTS.
 JX0498
 JX0498                          STATION RECOVERY (2004)
 JX0498
 JX0498'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 JX0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0904 ***********************************************************************
 KY0904  DESIGNATION -  M 123
 KY0904  PID         -  KY0904
 KY0904  STATE/COUNTY-  WV/MARSHALL
 KY0904  USGS QUAD   -  VALLEY GROVE (1981)
 KY0904
 KY0904                         *CURRENT SURVEY CONTROL
 KY0904  ___________________________________________________________________
 KY0904* NAD 83(1986)-  40 00 06.     (N)    080 34 25.     (W)     SCALED    
 KY0904* NAVD 88     -       397.843  (meters)    1305.26   (feet)  ADJUSTED  
 KY0904  ___________________________________________________________________
 KY0904  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY0904  DYNAMIC HT  -         397.611 (meters)    1304.50  (feet)  COMP
 KY0904  MODELED GRAV-     980,032.9   (mgal)                       NAVD 88
 KY0904
 KY0904  VERT ORDER  -  SECOND    CLASS 0
 KY0904
 KY0904.The horizontal coordinates were scaled from a topographic map and have
 KY0904.an estimated accuracy of +/- 6 seconds.
 KY0904
 KY0904.The orthometric height was determined by differential leveling
 KY0904.and adjusted by the National Geodetic Survey in June 1991..
 KY0904
 KY0904.The geoid height was determined by GEOID03.
 KY0904
 KY0904.The dynamic height is computed by dividing the NAVD 88
 KY0904.geopotential number by the normal gravity value computed on the
 KY0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0904.degrees latitude (g = 980.6199 gals.).
 KY0904
 KY0904.The modeled gravity was interpolated from observed gravity values.
 KY0904
 KY0904;                    North         East    Units  Estimated Accuracy
 KY0904;SPC WV N     -   167,260.      508,330.      MT  (+/- 180 meters Scaled)
 KY0904
 KY0904                          SUPERSEDED SURVEY CONTROL
 KY0904
 KY0904  NGVD 29 (??/??/92)  397.986  (m)         1305.73   (f) ADJ UNCH    2 0
 KY0904
 KY0904.Superseded values are not recommended for survey control.
 KY0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0904.See file dsdata.txt to determine how the superseded data were derived.
 KY0904
 KY0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE363280(NAD 83)
 KY0904_MARKER: DB = BENCH MARK DISK
 KY0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0904_STAMPING: M 123 1957
 KY0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0904+STABILITY: SURFACE MOTION
 KY0904
 KY0904  HISTORY     - Date     Condition        Report By
 KY0904  HISTORY     - 1957     MONUMENTED       CGS
 KY0904
 KY0904                          STATION DESCRIPTION
 KY0904
 KY0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0904'3.6 MI SW FROM DALLAS.
 KY0904'ABOUT 3.65 MILES SOUTHWEST ALONG LIMESTONE-DALLAS ROAD FROM THE
 KY0904'JUNCTION OF DALLAS PIKE AT DALLAS, ABOUT 1.6 MILES NORTHEAST
 KY0904'OF SAND HILL METHODIST CHURCH AND CEMETERY, AT THE Y JUNCTION
 KY0904'OF A GRAVEL ROAD LEADING NORTH AND DOWN HILL TO MC NINCH AND
 KY0904'DAUGHERTY FARMS, 25 FEET WEST-NORTHWEST OF CENTER LINE OF MAIN
 KY0904'ROAD, 28 FEET EAST OF CENTER LINE OF ROAD NORTH, 2 1/2 FEET EAST
 KY0904'OF A TELEPHONE POLE, 7 FEET SOUTHWEST OF A TOPPED LOCUST TREE,
 KY0904'2 1/2 FEET SOUTHEAST OF A FENCE CORNER, ABOUT 8 FEET ABOVE
 KY0904'LEVEL OF SIDE ROAD, ABOUT LEVEL WITH MAIN ROAD AND SET IN THE
 KY0904'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0728 ***********************************************************************
 JX0728  DESIGNATION -  M 124
 JX0728  PID         -  JX0728
 JX0728  STATE/COUNTY-  WV/MARSHALL
 JX0728  USGS QUAD   -  CAMERON (1988)
 JX0728
 JX0728                         *CURRENT SURVEY CONTROL
 JX0728  ___________________________________________________________________
 JX0728* NAD 83(1986)-  39 50 45.     (N)    080 35 40.     (W)     SCALED    
 JX0728* NAVD 88     -       374.765  (meters)    1229.54   (feet)  ADJUSTED  
 JX0728  ___________________________________________________________________
 JX0728  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JX0728  DYNAMIC HT  -         374.548 (meters)    1228.83  (feet)  COMP
 JX0728  MODELED GRAV-     980,036.7   (mgal)                       NAVD 88
 JX0728
 JX0728  VERT ORDER  -  SECOND    CLASS 0
 JX0728
 JX0728.The horizontal coordinates were scaled from a topographic map and have
 JX0728.an estimated accuracy of +/- 6 seconds.
 JX0728
 JX0728.The orthometric height was determined by differential leveling
 JX0728.and adjusted by the National Geodetic Survey in June 1991..
 JX0728
 JX0728.The geoid height was determined by GEOID03.
 JX0728
 JX0728.The dynamic height is computed by dividing the NAVD 88
 JX0728.geopotential number by the normal gravity value computed on the
 JX0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0728.degrees latitude (g = 980.6199 gals.).
 JX0728
 JX0728.The modeled gravity was interpolated from observed gravity values.
 JX0728
 JX0728;                    North         East    Units  Estimated Accuracy
 JX0728;SPC WV N     -   149,980.      506,340.      MT  (+/- 180 meters Scaled)
 JX0728
 JX0728                          SUPERSEDED SURVEY CONTROL
 JX0728
 JX0728  NGVD 29 (??/??/92)  374.902  (m)         1229.99   (f) ADJ UNCH    2 0
 JX0728
 JX0728.Superseded values are not recommended for survey control.
 JX0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0728.See file dsdata.txt to determine how the superseded data were derived.
 JX0728
 JX0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE346107(NAD 83)
 JX0728_MARKER: DB = BENCH MARK DISK
 JX0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0728_STAMPING: M 124 1957
 JX0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0728+STABILITY: SURFACE MOTION
 JX0728
 JX0728  HISTORY     - Date     Condition        Report By
 JX0728  HISTORY     - 1957     MONUMENTED       CGS
 JX0728
 JX0728                          STATION DESCRIPTION
 JX0728
 JX0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0728'1.2 MI N FROM LOUDENVILLE.
 JX0728'ABOUT 1.25 MILES NORTH ALONG A ROAD LEADING TO FORK RIDGE BAPTIST
 JX0728'CHURCH FROM THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD
 JX0728'AT LOUDENVILLE, ABOUT 0.4 MILE NORTHWEST AND NORTH OF THE JUNCTION
 JX0728'OF A ROAD LEADING EAST AND NORTHEAST ALONG NORTH FORK OF GRAVE
 JX0728'CREEK, 18 FEET EAST OF CENTER LINE OF ROAD AND ON THE OUTSIDE
 JX0728'OF A CURVE, 120 FEET NORTHEAST OF CENTER OF A GATE ACROSS A DRIVE
 JX0728'LEADING SOUTHEAST TO A FARM, 4 FEET WEST OF A FENCE CORNER, 2
 JX0728'FEET NORTHWEST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE
 JX0728'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX0728'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0676 ***********************************************************************
 JX0676  DESIGNATION -  M 125
 JX0676  PID         -  JX0676
 JX0676  STATE/COUNTY-  WV/MARSHALL
 JX0676  USGS QUAD   -  GLEN EASTON (1976)
 JX0676
 JX0676                         *CURRENT SURVEY CONTROL
 JX0676  ___________________________________________________________________
 JX0676* NAD 83(1986)-  39 49 30.     (N)    080 38 56.     (W)     SCALED    
 JX0676* NAVD 88     -       421.892  (meters)    1384.16   (feet)  ADJUSTED  
 JX0676  ___________________________________________________________________
 JX0676  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX0676  DYNAMIC HT  -         421.653 (meters)    1383.37  (feet)  COMP
 JX0676  MODELED GRAV-     980,044.6   (mgal)                       NAVD 88
 JX0676
 JX0676  VERT ORDER  -  SECOND    CLASS 0
 JX0676
 JX0676.The horizontal coordinates were scaled from a topographic map and have
 JX0676.an estimated accuracy of +/- 6 seconds.
 JX0676
 JX0676.The orthometric height was determined by differential leveling
 JX0676.and adjusted by the National Geodetic Survey in June 1991..
 JX0676
 JX0676.The geoid height was determined by GEOID03.
 JX0676
 JX0676.The dynamic height is computed by dividing the NAVD 88
 JX0676.geopotential number by the normal gravity value computed on the
 JX0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0676.degrees latitude (g = 980.6199 gals.).
 JX0676
 JX0676.The modeled gravity was interpolated from observed gravity values.
 JX0676
 JX0676;                    North         East    Units  Estimated Accuracy
 JX0676;SPC WV N     -   147,730.      501,650.      MT  (+/- 180 meters Scaled)
 JX0676
 JX0676                          SUPERSEDED SURVEY CONTROL
 JX0676
 JX0676  NGVD 29 (??/??/92)  422.030  (m)         1384.61   (f) ADJ UNCH    2 0
 JX0676
 JX0676.Superseded values are not recommended for survey control.
 JX0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0676.See file dsdata.txt to determine how the superseded data were derived.
 JX0676
 JX0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE300083(NAD 83)
 JX0676_MARKER: DB = BENCH MARK DISK
 JX0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0676_STAMPING: M 125 1957
 JX0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0676+STABILITY: SURFACE MOTION
 JX0676
 JX0676  HISTORY     - Date     Condition        Report By
 JX0676  HISTORY     - 1957     MONUMENTED       CGS
 JX0676
 JX0676                          STATION DESCRIPTION
 JX0676
 JX0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0676'1 MI S FROM GLEN EASTON.
 JX0676'ABOUT 1.05 MILE SOUTH ALONG A WINDING GRAVEL ROAD FROM THE
 JX0676'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT GLEN EASTON, 153
 JX0676'FEET SOUTHEAST OF CENTER OF JUNCTION OF A BLACK TOP ROAD LEADING
 JX0676'SOUTHEAST TO CAMERON AND SOUTHWEST TO SALEM CHURCH AND CEMETERY,
 JX0676'16 FEET SOUTHWEST OF CENTER LINE OF BLACK TOP ROAD SOUTHEAST, 64
 JX0676'FEET EAST-SOUTHEAST OF NORTHEAST CORNER OF A BARN, 1 FOOT
 JX0676'NORTHEAST OF A FENCE LINE, 18 FEET WEST-NORTHWEST OF POWER POLE
 JX0676'NO. 32-670, 2 FEET EAST-SOUTHEAST OF A CONCRETE WITNESS POST,
 JX0676'ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 JX0676'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0547 ***********************************************************************
 JX0547  DESIGNATION -  M 126
 JX0547  PID         -  JX0547
 JX0547  STATE/COUNTY-  WV/WETZEL
 JX0547  USGS QUAD   -  WILEYVILLE (1976)
 JX0547
 JX0547                         *CURRENT SURVEY CONTROL
 JX0547  ___________________________________________________________________
 JX0547* NAD 83(1986)-  39 40 59.     (N)    080 38 04.     (W)     SCALED    
 JX0547* NAVD 88     -       426.624  (meters)    1399.68   (feet)  POSTED    
 JX0547  ___________________________________________________________________
 JX0547  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0547  DYNAMIC HT  -         426.380 (meters)    1398.88  (feet)  COMP
 JX0547  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 JX0547
 JX0547  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JX0547
 JX0547.The horizontal coordinates were scaled from a topographic map and have
 JX0547.an estimated accuracy of +/- 6 seconds.
 JX0547
 JX0547.The orthometric height was determined by differential leveling
 JX0547.and adjusted by the National Geodetic Survey in 1992..
 JX0547.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JX0547.rate of 3.1 thru 4.0 mm/km.
 JX0547
 JX0547.The geoid height was determined by GEOID03.
 JX0547
 JX0547.The dynamic height is computed by dividing the NAVD 88
 JX0547.geopotential number by the normal gravity value computed on the
 JX0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0547.degrees latitude (g = 980.6199 gals.).
 JX0547
 JX0547.The modeled gravity was interpolated from observed gravity values.
 JX0547
 JX0547;                    North         East    Units  Estimated Accuracy
 JX0547;SPC WV N     -   131,950.      502,690.      MT  (+/- 180 meters Scaled)
 JX0547
 JX0547                          SUPERSEDED SURVEY CONTROL
 JX0547
 JX0547  NGVD 29 (??/??/92)  426.775  (m)         1400.18   (f) ADJ UNCH    2 0
 JX0547
 JX0547.Superseded values are not recommended for survey control.
 JX0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0547.See file dsdata.txt to determine how the superseded data were derived.
 JX0547
 JX0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND313926(NAD 83)
 JX0547_MARKER: DB = BENCH MARK DISK
 JX0547_SETTING: 66 = SET IN ROCK OUTCROP
 JX0547_SP_SET: ROCK CUT
 JX0547_STAMPING: M 126 1957
 JX0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0547+STABILITY: POSITION/ELEVATION WELL
 JX0547
 JX0547  HISTORY     - Date     Condition        Report By
 JX0547  HISTORY     - 1957     MONUMENTED       CGS
 JX0547
 JX0547                          STATION DESCRIPTION
 JX0547
 JX0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0547'0.8 MI SW FROM SILVER HILL.
 JX0547'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE BRIDGE
 JX0547'OVER LAUREL RUN AND POST OFFICE AT SILVER HILL, ABOUT 0.1 MILE
 JX0547'NORTHEAST OF JUNCTION OF A ROAD SOUTHEAST, ABOUT 100 YARDS NORTHEAST
 JX0547'OF THE TOP OF A GRADE, SET VERTICALLY IN THE NORTHWEST FACE OF
 JX0547'A PROJECTION OF ROCK IN A CUT, 12 1/2 FEET SOUTHEAST OF CENTER
 JX0547'LINE OF HIGHWAY, 48 FEET SOUTHWEST OF NORTHEAST END OF CUT, 44
 JX0547'FEET EAST AND ACROSS HIGHWAY FROM A 30-INCH TULIP TREE, AND ABOUT
 JX0547'2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0708 ***********************************************************************
 JX0708  DESIGNATION -  M 127
 JX0708  PID         -  JX0708
 JX0708  STATE/COUNTY-  WV/MARSHALL
 JX0708  USGS QUAD   -  GLEN EASTON (1976)
 JX0708
 JX0708                         *CURRENT SURVEY CONTROL
 JX0708  ___________________________________________________________________
 JX0708* NAD 83(1986)-  39 46 43.     (N)    080 41 28.     (W)     SCALED    
 JX0708* NAVD 88     -       216.880  (meters)     711.55   (feet)  ADJUSTED  
 JX0708  ___________________________________________________________________
 JX0708  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JX0708  DYNAMIC HT  -         216.757 (meters)     711.14  (feet)  COMP
 JX0708  MODELED GRAV-     980,053.9   (mgal)                       NAVD 88
 JX0708
 JX0708  VERT ORDER  -  SECOND    CLASS 0
 JX0708
 JX0708.The horizontal coordinates were scaled from a topographic map and have
 JX0708.an estimated accuracy of +/- 6 seconds.
 JX0708
 JX0708.The orthometric height was determined by differential leveling
 JX0708.and adjusted by the National Geodetic Survey in June 1991..
 JX0708
 JX0708.The geoid height was determined by GEOID03.
 JX0708
 JX0708.The dynamic height is computed by dividing the NAVD 88
 JX0708.geopotential number by the normal gravity value computed on the
 JX0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0708.degrees latitude (g = 980.6199 gals.).
 JX0708
 JX0708.The modeled gravity was interpolated from observed gravity values.
 JX0708
 JX0708;                    North         East    Units  Estimated Accuracy
 JX0708;SPC WV N     -   142,630.      497,970.      MT  (+/- 180 meters Scaled)
 JX0708
 JX0708                          SUPERSEDED SURVEY CONTROL
 JX0708
 JX0708  NGVD 29 (??/??/92)  217.026  (m)          712.03   (f) ADJ UNCH    2 0
 JX0708
 JX0708.Superseded values are not recommended for survey control.
 JX0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0708.See file dsdata.txt to determine how the superseded data were derived.
 JX0708
 JX0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE264032(NAD 83)
 JX0708_MARKER: DB = BENCH MARK DISK
 JX0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0708_STAMPING: M 127 1957
 JX0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0708+STABILITY: SURFACE MOTION
 JX0708
 JX0708  HISTORY     - Date     Condition        Report By
 JX0708  HISTORY     - 1957     MONUMENTED       CGS
 JX0708
 JX0708                          STATION DESCRIPTION
 JX0708
 JX0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0708'2 MI NE FROM LYNN CAMP.
 JX0708'ABOUT 2.0 MILES NORTHEAST AND EAST ALONG A ROAD FOLLOWING FISH
 JX0708'CREEK AND LEADING TO ADALINE FROM THE JUNCTION OF BLACK TOP
 JX0708'ROAD AT LYNN CAMP, NEAR THE CONFLUENCE OF FISH CREEK AND UPPER
 JX0708'BOWMAN RUN, 26 1/2 FEET WEST OF CENTER LINE OF ROAD, BETWEEN
 JX0708'FISH CREEK AND ROAD, 9 1/2 FEET SOUTHEAST OF A 30-INCH SYCAMORE
 JX0708'TREE, 129 FEET SOUTH OF CENTER OF CROSSING OF ROAD AND A POWER
 JX0708'LINE, 166 FEET SOUTH OF CENTER OF JUNCTION OF ROAD FOLLOWING
 JX0708'UPPER BOWMAN RUN, 3 FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT
 JX0708'2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX0708'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0691 ***********************************************************************
 JX0691  DESIGNATION -  M 128
 JX0691  PID         -  JX0691
 JX0691  STATE/COUNTY-  WV/MARSHALL
 JX0691  USGS QUAD   -  WILEYVILLE (1976)
 JX0691
 JX0691                         *CURRENT SURVEY CONTROL
 JX0691  ___________________________________________________________________
 JX0691* NAD 83(1986)-  39 44 59.     (N)    080 42 46.     (W)     SCALED    
 JX0691* NAVD 88     -       400.046  (meters)    1312.48   (feet)  ADJUSTED  
 JX0691  ___________________________________________________________________
 JX0691  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JX0691  DYNAMIC HT  -         399.821 (meters)    1311.75  (feet)  COMP
 JX0691  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 JX0691
 JX0691  VERT ORDER  -  SECOND    CLASS 0
 JX0691
 JX0691.The horizontal coordinates were scaled from a topographic map and have
 JX0691.an estimated accuracy of +/- 6 seconds.
 JX0691
 JX0691.The orthometric height was determined by differential leveling
 JX0691.and adjusted by the National Geodetic Survey in June 1991..
 JX0691
 JX0691.The geoid height was determined by GEOID03.
 JX0691
 JX0691.The dynamic height is computed by dividing the NAVD 88
 JX0691.geopotential number by the normal gravity value computed on the
 JX0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0691.degrees latitude (g = 980.6199 gals.).
 JX0691
 JX0691.The modeled gravity was interpolated from observed gravity values.
 JX0691
 JX0691;                    North         East    Units  Estimated Accuracy
 JX0691;SPC WV N     -   139,440.      496,070.      MT  (+/- 180 meters Scaled)
 JX0691
 JX0691                          SUPERSEDED SURVEY CONTROL
 JX0691
 JX0691  NGVD 29 (??/??/92)  400.198  (m)         1312.98   (f) ADJ UNCH    2 0
 JX0691
 JX0691.Superseded values are not recommended for survey control.
 JX0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0691.See file dsdata.txt to determine how the superseded data were derived.
 JX0691
 JX0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE246000(NAD 83)
 JX0691_MARKER: DB = BENCH MARK DISK
 JX0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0691_STAMPING: M 128 1957
 JX0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0691+STABILITY: SURFACE MOTION
 JX0691
 JX0691  HISTORY     - Date     Condition        Report By
 JX0691  HISTORY     - 1957     MONUMENTED       CGS
 JX0691
 JX0691                          STATION DESCRIPTION
 JX0691
 JX0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0691'2.4 MI S FROM LYNN CAMP.
 JX0691'ABOUT 2.45 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE METHODIST
 JX0691'CHURCH AT LYNN CAMP, ABOUT 2.25 MILES NORTHEAST AND NORTH ALONG A
 JX0691'ROAD LEADING TO LYNN CAMP FROM THE ROAD JUNCTION AND CHURCH AT
 JX0691'SAINT JOSEPH, AT THE JUNCTION OF A DRIVE NORTHEAST TO A WHITE
 JX0691'FARM HOUSE, AT A BOARD GATE ACROSS A DRIVE EAST TO AN OPEN FIELD,
 JX0691'16 1/2 FEET EAST OF CENTER LINE OF ROAD, 79 FEET SOUTH OF CENTER
 JX0691'LINE OF DRIVE, 9 1/2 FEET SOUTH OF CENTER OF GATE, 51 FEET NORTH
 JX0691'OF A 15-INCH MAPLE TREE, 1 1/2 FEET SOUTH OF A WHITE CONCRETE
 JX0691'WITNESS POST, 1 FOOT WEST OF A FENCE LINE, ABOUT LEVEL WITH ROAD
 JX0691'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0662 ***********************************************************************
 JX0662  DESIGNATION -  M 129
 JX0662  PID         -  JX0662
 JX0662  STATE/COUNTY-  WV/WETZEL
 JX0662  USGS QUAD   -  BIG RUN (1976)
 JX0662
 JX0662                         *CURRENT SURVEY CONTROL
 JX0662  ___________________________________________________________________
 JX0662* NAD 83(1986)-  39 32 00.     (N)    080 32 33.     (W)     SCALED    
 JX0662* NAVD 88     -       327.460  (meters)    1074.34   (feet)  ADJUSTED  
 JX0662  ___________________________________________________________________
 JX0662  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JX0662  DYNAMIC HT  -         327.265 (meters)    1073.70  (feet)  COMP
 JX0662  MODELED GRAV-     980,021.5   (mgal)                       NAVD 88
 JX0662
 JX0662  VERT ORDER  -  SECOND    CLASS 0
 JX0662
 JX0662.The horizontal coordinates were scaled from a topographic map and have
 JX0662.an estimated accuracy of +/- 6 seconds.
 JX0662
 JX0662.The orthometric height was determined by differential leveling
 JX0662.and adjusted by the National Geodetic Survey in June 1991..
 JX0662
 JX0662.The geoid height was determined by GEOID03.
 JX0662
 JX0662.The dynamic height is computed by dividing the NAVD 88
 JX0662.geopotential number by the normal gravity value computed on the
 JX0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0662.degrees latitude (g = 980.6199 gals.).
 JX0662
 JX0662.The modeled gravity was interpolated from observed gravity values.
 JX0662
 JX0662;                    North         East    Units  Estimated Accuracy
 JX0662;SPC WV N     -   115,240.      510,380.      MT  (+/- 180 meters Scaled)
 JX0662
 JX0662                          SUPERSEDED SURVEY CONTROL
 JX0662
 JX0662  NGVD 29 (??/??/92)  327.614  (m)         1074.85   (f) ADJ UNCH    2 0
 JX0662
 JX0662.Superseded values are not recommended for survey control.
 JX0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0662.See file dsdata.txt to determine how the superseded data were derived.
 JX0662
 JX0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND393760(NAD 83)
 JX0662_MARKER: DB = BENCH MARK DISK
 JX0662_SETTING: 66 = SET IN ROCK OUTCROP
 JX0662_SP_SET: ROCK CUT
 JX0662_STAMPING: M 129 1957
 JX0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0662+STABILITY: POSITION/ELEVATION WELL
 JX0662
 JX0662  HISTORY     - Date     Condition        Report By
 JX0662  HISTORY     - 1957     MONUMENTED       CGS
 JX0662
 JX0662                          STATION DESCRIPTION
 JX0662
 JX0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0662'4.4 MI N FROM SMITHFIELD.
 JX0662'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 JX0662'BALTIMORE AND OHIO RAILROAD STATION AT SMITHFIELD, THENCE ABOUT
 JX0662'2.9 MILES NORTHEAST ALONG A GRAVEL ROAD FOLLOWING FALLEN TIMBER
 JX0662'RUN, ABOUT 0.15 MILE NORTHEAST OF A CHURCH WHICH IS ON NORTHWEST
 JX0662'SIDE OF ROAD, AT THE JUNCTION OF A ROAD EAST, ABOUT 85 YARDS
 JX0662'NORTHEAST OF AN OIL WELL WHICH IS ON TOP OF A CUT ON NORTHWEST
 JX0662'SIDE OF ROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 JX0662'PROJECTION OF ROCK IN A CUT, 18 FEET NORTHWEST OF CENTER LINE
 JX0662'OF ROAD, 149 FEET NORTHEAST OF CENTER OF JUNCTION OF ROAD EAST
 JX0662'AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1050 ***********************************************************************
 HX1050  DESIGNATION -  M 13
 HX1050  PID         -  HX1050
 HX1050  STATE/COUNTY-  WV/NICHOLAS
 HX1050  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1050
 HX1050                         *CURRENT SURVEY CONTROL
 HX1050  ___________________________________________________________________
 HX1050* NAD 83(1986)-  38 20 13.     (N)    080 43 05.     (W)     SCALED    
 HX1050* NAVD 88     -       679.193  (meters)    2228.32   (feet)  ADJUSTED  
 HX1050  ___________________________________________________________________
 HX1050  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 HX1050  DYNAMIC HT  -         678.669 (meters)    2226.60  (feet)  COMP
 HX1050  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 HX1050
 HX1050  VERT ORDER  -  SECOND    CLASS 0
 HX1050
 HX1050.The horizontal coordinates were scaled from a topographic map and have
 HX1050.an estimated accuracy of +/- 6 seconds.
 HX1050
 HX1050.The orthometric height was determined by differential leveling
 HX1050.and adjusted by the National Geodetic Survey in June 1991..
 HX1050
 HX1050.The geoid height was determined by GEOID03.
 HX1050
 HX1050.The dynamic height is computed by dividing the NAVD 88
 HX1050.geopotential number by the normal gravity value computed on the
 HX1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1050.degrees latitude (g = 980.6199 gals.).
 HX1050
 HX1050.The modeled gravity was interpolated from observed gravity values.
 HX1050
 HX1050;                    North         East    Units  Estimated Accuracy
 HX1050;SPC WV S     -   148,420.      624,650.      MT  (+/- 180 meters Scaled)
 HX1050
 HX1050                          SUPERSEDED SURVEY CONTROL
 HX1050
 HX1050  NGVD 29 (??/??/92)  679.346  (m)         2228.82   (f) ADJ UNCH    2 0
 HX1050
 HX1050.Superseded values are not recommended for survey control.
 HX1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1050.See file dsdata.txt to determine how the superseded data were derived.
 HX1050
 HX1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC246432(NAD 83)
 HX1050_MARKER: DB = BENCH MARK DISK
 HX1050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1050_SP_SET: CULVERT
 HX1050_STAMPING: M 13 1933
 HX1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1050
 HX1050  HISTORY     - Date     Condition        Report By
 HX1050  HISTORY     - 1933     MONUMENTED       CGS
 HX1050  HISTORY     - 1961     GOOD             NGS
 HX1050
 HX1050                          STATION DESCRIPTION
 HX1050
 HX1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1050'4.3 MI W FROM CRAIGSVILLE.
 HX1050'ABOUT 4.3 MILES WEST ALONG STATE HIGHWAY 41 FROM THE JUNCTION
 HX1050'OF STATE HIGHWAY 20 AT CRAIGSVILLE, 0.3 MILE WEST OF THE POST
 HX1050'OFFICE AT CALVIN, 0.1 MILE WEST OF THE LITTLE UNION BAPTIST
 HX1050'CHURCH, ON THE TOP OF THE WEST END OF THE NORTH CONCRETE
 HX1050'HEADWALL OF A 6 FOOT BOX CULVERT UNDER THE HIGHWAY, 15 FEET
 HX1050'NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT EAST OF THE
 HX1050'WEST END OF THE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0615 ***********************************************************************
 JX0615  DESIGNATION -  M 130
 JX0615  PID         -  JX0615
 JX0615  STATE/COUNTY-  WV/WETZEL
 JX0615  USGS QUAD   -  WILEYVILLE (1976)
 JX0615
 JX0615                         *CURRENT SURVEY CONTROL
 JX0615  ___________________________________________________________________
 JX0615* NAD 83(1986)-  39 37 49.     (N)    080 40 23.     (W)     SCALED    
 JX0615* NAVD 88     -       245.276  (meters)     804.71   (feet)  ADJUSTED  
 JX0615  ___________________________________________________________________
 JX0615  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JX0615  DYNAMIC HT  -         245.132 (meters)     804.24  (feet)  COMP
 JX0615  MODELED GRAV-     980,032.2   (mgal)                       NAVD 88
 JX0615
 JX0615  VERT ORDER  -  SECOND    CLASS 0
 JX0615
 JX0615.The horizontal coordinates were scaled from a topographic map and have
 JX0615.an estimated accuracy of +/- 6 seconds.
 JX0615
 JX0615.The orthometric height was determined by differential leveling
 JX0615.and adjusted by the National Geodetic Survey in June 1991..
 JX0615
 JX0615.The geoid height was determined by GEOID03.
 JX0615
 JX0615.The dynamic height is computed by dividing the NAVD 88
 JX0615.geopotential number by the normal gravity value computed on the
 JX0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0615.degrees latitude (g = 980.6199 gals.).
 JX0615
 JX0615.The modeled gravity was interpolated from observed gravity values.
 JX0615
 JX0615;                    North         East    Units  Estimated Accuracy
 JX0615;SPC WV N     -   126,140.      499,300.      MT  (+/- 180 meters Scaled)
 JX0615
 JX0615                          SUPERSEDED SURVEY CONTROL
 JX0615
 JX0615  NGVD 29 (??/??/92)  245.434  (m)          805.23   (f) ADJ UNCH    2 0
 JX0615
 JX0615.Superseded values are not recommended for survey control.
 JX0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0615.See file dsdata.txt to determine how the superseded data were derived.
 JX0615
 JX0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND280867(NAD 83)
 JX0615_MARKER: DB = BENCH MARK DISK
 JX0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0615_SP_SET: RETAINING WALL
 JX0615_STAMPING: M 130 1957
 JX0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0615
 JX0615  HISTORY     - Date     Condition        Report By
 JX0615  HISTORY     - 1957     MONUMENTED       CGS
 JX0615
 JX0615                          STATION DESCRIPTION
 JX0615
 JX0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0615'AT WILEYVILLE.
 JX0615'AT WILEYVILLE, ABOUT 70 YARDS SOUTHEAST ALONG STATE HIGHWAY 7
 JX0615'FROM THE CHURCH OF CHRIST AT WILEYVILLE, IN THE TOP OF A CONCRETE
 JX0615'RETAINING WALL ALONG THE NORTHWEST BANK OF HARTLEY RUN, 21 FEET
 JX0615'SOUTHWEST OF CENTER LINE OF HIGHWAY, 14 FEET WEST OF NORTHWEST
 JX0615'END OF THE SOUTHWEST GUARD RAIL OF HIGHWAY BRIDGE OVER HARTLEY
 JX0615'RUN, AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1021 ***********************************************************************
 JX1021  DESIGNATION -  M 131
 JX1021  PID         -  JX1021
 JX1021  STATE/COUNTY-  WV/RITCHIE
 JX1021  USGS QUAD   -  ELLENBORO (1975)
 JX1021
 JX1021                         *CURRENT SURVEY CONTROL
 JX1021  ___________________________________________________________________
 JX1021* NAD 83(1986)-  39 17 21.     (N)    081 04 46.     (W)     SCALED    
 JX1021* NAVD 88     -       237.054  (meters)     777.73   (feet)  ADJUSTED  
 JX1021  ___________________________________________________________________
 JX1021  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX1021  DYNAMIC HT  -         236.906 (meters)     777.25  (feet)  COMP
 JX1021  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JX1021
 JX1021  VERT ORDER  -  SECOND    CLASS 0
 JX1021
 JX1021.The horizontal coordinates were scaled from a topographic map and have
 JX1021.an estimated accuracy of +/- 6 seconds.
 JX1021
 JX1021.The orthometric height was determined by differential leveling
 JX1021.and adjusted by the National Geodetic Survey in June 1991..
 JX1021
 JX1021.The geoid height was determined by GEOID03.
 JX1021
 JX1021.The dynamic height is computed by dividing the NAVD 88
 JX1021.geopotential number by the normal gravity value computed on the
 JX1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1021.degrees latitude (g = 980.6199 gals.).
 JX1021
 JX1021.The modeled gravity was interpolated from observed gravity values.
 JX1021
 JX1021;                    North         East    Units  Estimated Accuracy
 JX1021;SPC WV N     -    88,810.      463,750.      MT  (+/- 180 meters Scaled)
 JX1021
 JX1021                          SUPERSEDED SURVEY CONTROL
 JX1021
 JX1021  NGVD 29 (??/??/92)  237.224  (m)          778.29   (f) ADJ UNCH    2 0
 JX1021
 JX1021.Superseded values are not recommended for survey control.
 JX1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1021.See file dsdata.txt to determine how the superseded data were derived.
 JX1021
 JX1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD931488(NAD 83)
 JX1021_MARKER: DB = BENCH MARK DISK
 JX1021_SETTING: 66 = SET IN ROCK OUTCROP
 JX1021_SP_SET: ROCK LEDGE
 JX1021_STAMPING: M 131 1957
 JX1021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1021+STABILITY: POSITION/ELEVATION WELL
 JX1021
 JX1021  HISTORY     - Date     Condition        Report By
 JX1021  HISTORY     - 1957     MONUMENTED       CGS
 JX1021
 JX1021                          STATION DESCRIPTION
 JX1021
 JX1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1021'0.4 MI N FROM PIKE.
 JX1021'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY ALTERNATE 50 FROM
 JX1021'THE JUNCTION OF U.S. HIGHWAY 50 AT PIKE, IN THE TOP OF AN OUTCROPPING
 JX1021'SAND STONE LEDGE ABOUT 10 BY 6 FEET, 73 FEET WEST OF CENTER LINE
 JX1021'OF HIGHWAY, 430 FEET NORTH OF NORTHWEST CORNER OF HIGHWAY BRIDGE
 JX1021'OVER BONDS CREEK, 9 1/2 FEET NORTH OF CENTER LINE OF A DIM DRIVE
 JX1021'WEST, 7 FEET SOUTHEAST OF A TWIN 24-INCH HICKORY TREE, 37 FEET
 JX1021'WEST OF CENTER OF A FARM GATE, AND ABOUT 2 FEET ABOVE LEVEL
 JX1021'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0906 ***********************************************************************
 JX0906  DESIGNATION -  M 132
 JX0906  PID         -  JX0906
 JX0906  STATE/COUNTY-  WV/RITCHIE
 JX0906  USGS QUAD   -  SCHULTZ (1975)
 JX0906
 JX0906                         *CURRENT SURVEY CONTROL
 JX0906  ___________________________________________________________________
 JX0906* NAD 83(1986)-  39 17 56.     (N)    081 10 35.     (W)     SCALED    
 JX0906* NAVD 88     -       264.641  (meters)     868.24   (feet)  ADJUSTED  
 JX0906  ___________________________________________________________________
 JX0906  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JX0906  DYNAMIC HT  -         264.478 (meters)     867.71  (feet)  COMP
 JX0906  MODELED GRAV-     980,003.6   (mgal)                       NAVD 88
 JX0906
 JX0906  VERT ORDER  -  SECOND    CLASS 0
 JX0906
 JX0906.The horizontal coordinates were scaled from a topographic map and have
 JX0906.an estimated accuracy of +/- 6 seconds.
 JX0906
 JX0906.The orthometric height was determined by differential leveling
 JX0906.and adjusted by the National Geodetic Survey in June 1991..
 JX0906
 JX0906.The geoid height was determined by GEOID03.
 JX0906
 JX0906.The dynamic height is computed by dividing the NAVD 88
 JX0906.geopotential number by the normal gravity value computed on the
 JX0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0906.degrees latitude (g = 980.6199 gals.).
 JX0906
 JX0906.The modeled gravity was interpolated from observed gravity values.
 JX0906
 JX0906;                    North         East    Units  Estimated Accuracy
 JX0906;SPC WV N     -    90,040.      455,410.      MT  (+/- 180 meters Scaled)
 JX0906
 JX0906                          SUPERSEDED SURVEY CONTROL
 JX0906
 JX0906  NGVD 29 (??/??/92)  264.807  (m)          868.79   (f) ADJ UNCH    2 0
 JX0906
 JX0906.Superseded values are not recommended for survey control.
 JX0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0906.See file dsdata.txt to determine how the superseded data were derived.
 JX0906
 JX0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD847499(NAD 83)
 JX0906_MARKER: DB = BENCH MARK DISK
 JX0906_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0906_SP_SET: BRIDGE
 JX0906_STAMPING: M 132 1957
 JX0906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0906
 JX0906  HISTORY     - Date     Condition        Report By
 JX0906  HISTORY     - 1957     MONUMENTED       CGS
 JX0906
 JX0906                          STATION DESCRIPTION
 JX0906
 JX0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0906'2.2 MI NW FROM GLENDALE.
 JX0906'ABOUT 0.95 MILE WEST ALONG U.S. HIGHWAY 50 FROM THE SCHOOL
 JX0906'AT GLENDALE, THENCE ABOUT 1.3 MILES NORTHWEST ALONG DOUGLAS
 JX0906'RUN ROAD, IN THE TOP OF NORTH CORNER OF NORTHEAST END OF
 JX0906'SOUTHEAST STONE ABUTMENT OF A 12-FOOT BRIDGE OVER DOUGLAS
 JX0906'RUN, 12 1/2 FEET NORTHEAST OF CENTER LINE OF ROAD, 3/4 FOOT
 JX0906'SOUTH OF NORTH CORNER OF ABUTMENT AND 1 1/2 FEET BELOW
 JX0906'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0362 ***********************************************************************
 JX0362  DESIGNATION -  M 133
 JX0362  PID         -  JX0362
 JX0362  STATE/COUNTY-  WV/DODDRIDGE
 JX0362  USGS QUAD   -  SALEM (1976)
 JX0362
 JX0362                         *CURRENT SURVEY CONTROL
 JX0362  ___________________________________________________________________
 JX0362* NAD 83(1986)-  39 20 27.     (N)    080 34 31.     (W)     SCALED    
 JX0362* NAVD 88     -       270.928  (meters)     888.87   (feet)  ADJUSTED  
 JX0362  ___________________________________________________________________
 JX0362  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JX0362  DYNAMIC HT  -         270.760 (meters)     888.32  (feet)  COMP
 JX0362  MODELED GRAV-     980,002.2   (mgal)                       NAVD 88
 JX0362
 JX0362  VERT ORDER  -  SECOND    CLASS 0
 JX0362
 JX0362.The horizontal coordinates were scaled from a topographic map and have
 JX0362.an estimated accuracy of +/- 6 seconds.
 JX0362
 JX0362.The orthometric height was determined by differential leveling
 JX0362.and adjusted by the National Geodetic Survey in June 1991..
 JX0362
 JX0362.The geoid height was determined by GEOID03.
 JX0362
 JX0362.The dynamic height is computed by dividing the NAVD 88
 JX0362.geopotential number by the normal gravity value computed on the
 JX0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0362.degrees latitude (g = 980.6199 gals.).
 JX0362
 JX0362.The modeled gravity was interpolated from observed gravity values.
 JX0362
 JX0362;                    North         East    Units  Estimated Accuracy
 JX0362;SPC WV N     -    93,900.      507,310.      MT  (+/- 180 meters Scaled)
 JX0362
 JX0362                          SUPERSEDED SURVEY CONTROL
 JX0362
 JX0362  NGVD 29 (??/??/92)  271.081  (m)          889.37   (f) ADJ UNCH    2 0
 JX0362
 JX0362.Superseded values are not recommended for survey control.
 JX0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0362.See file dsdata.txt to determine how the superseded data were derived.
 JX0362
 JX0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND366546(NAD 83)
 JX0362_MARKER: DB = BENCH MARK DISK
 JX0362_SETTING: 66 = SET IN ROCK OUTCROP
 JX0362_SP_SET: LEDGE
 JX0362_STAMPING: M 133 1957
 JX0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0362+STABILITY: POSITION/ELEVATION WELL
 JX0362
 JX0362  HISTORY     - Date     Condition        Report By
 JX0362  HISTORY     - 1957     MONUMENTED       CGS
 JX0362
 JX0362                          STATION DESCRIPTION
 JX0362
 JX0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0362'1.4 MI SE FROM SEDALIA.
 JX0362'ABOUT 1.35 MILES SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE SCHOOL
 JX0362'AT SEDALIA, ABOUT 0.5 MILE NORTH OF CASCARA METHODIST CHURCH, IN
 JX0362'THE TOP OF AN OUTCROPPING SANDSTONE LEDGE ABOUT 1 1/2 BY 4 FEET,
 JX0362'20 3/4 FEET EAST OF CENTER LINE OF HIGHWAY, 155 FEET SOUTH OF CENTER
 JX0362'OF JUNCTION OF HIGHWAY AND A ROAD WEST ALONG BIG RUN, 35 1/2 FEET
 JX0362'NORTH-NORTHEAST AND ACROSS A ROAD LEADING EAST FROM THE NORTHEAST
 JX0362'END OF SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER
 JX0362'HIGHWAY, 26 FEET NORTHWEST OF A TRIANGULAR BLAZED 24-INCH OAK
 JX0362'TREE, 14 FEET NORTH OF CENTER LINE OF ROAD EAST AND ABOUT LEVEL
 JX0362'WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0369 ***********************************************************************
 JX0369  DESIGNATION -  M 134
 JX0369  PID         -  JX0369
 JX0369  STATE/COUNTY-  WV/DODDRIDGE
 JX0369  USGS QUAD   -  CENTER POINT (1976)
 JX0369
 JX0369                         *CURRENT SURVEY CONTROL
 JX0369  ___________________________________________________________________
 JX0369* NAD 83(1986)-  39 23 38.     (N)    080 38 09.     (W)     SCALED    
 JX0369* NAVD 88     -       240.231  (meters)     788.16   (feet)  ADJUSTED  
 JX0369  ___________________________________________________________________
 JX0369  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JX0369  DYNAMIC HT  -         240.086 (meters)     787.68  (feet)  COMP
 JX0369  MODELED GRAV-     980,021.0   (mgal)                       NAVD 88
 JX0369
 JX0369  VERT ORDER  -  SECOND    CLASS 0
 JX0369
 JX0369.The horizontal coordinates were scaled from a topographic map and have
 JX0369.an estimated accuracy of +/- 6 seconds.
 JX0369
 JX0369.The orthometric height was determined by differential leveling
 JX0369.and adjusted by the National Geodetic Survey in June 1991..
 JX0369
 JX0369.The geoid height was determined by GEOID03.
 JX0369
 JX0369.The dynamic height is computed by dividing the NAVD 88
 JX0369.geopotential number by the normal gravity value computed on the
 JX0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0369.degrees latitude (g = 980.6199 gals.).
 JX0369
 JX0369.The modeled gravity was interpolated from observed gravity values.
 JX0369
 JX0369;                    North         East    Units  Estimated Accuracy
 JX0369;SPC WV N     -    99,860.      502,160.      MT  (+/- 180 meters Scaled)
 JX0369
 JX0369                          SUPERSEDED SURVEY CONTROL
 JX0369
 JX0369  NGVD 29 (??/??/92)  240.390  (m)          788.68   (f) ADJ UNCH    2 0
 JX0369
 JX0369.Superseded values are not recommended for survey control.
 JX0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0369.See file dsdata.txt to determine how the superseded data were derived.
 JX0369
 JX0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND313605(NAD 83)
 JX0369_MARKER: DB = BENCH MARK DISK
 JX0369_SETTING: 66 = SET IN ROCK OUTCROP
 JX0369_SP_SET: CUT
 JX0369_STAMPING: M 134 1957
 JX0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0369+STABILITY: POSITION/ELEVATION WELL
 JX0369
 JX0369  HISTORY     - Date     Condition        Report By
 JX0369  HISTORY     - 1957     MONUMENTED       CGS
 JX0369
 JX0369                          STATION DESCRIPTION
 JX0369
 JX0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0369'0.4 MI NW FROM CENTER POINT.
 JX0369'ABOUT 0.4 MILE NORTHWEST ALONG STATE HIGHWAY 23 FROM THE SCHOOL
 JX0369'AT CENTER POINT, ABOUT 55 YARDS NORTH OF HIGHWAY BRIDGE OVER
 JX0369'TALKINGTON FORK, 97 FEET EAST-NORTHEAST OF CENTER LINE OF HIGHWAY
 JX0369'AT CENTER OF JUNCTION OF A ROAD NORTHEAST, 11 FEET NORTHWEST OF
 JX0369'CENTER LINE OF ROAD NORTHEAST, 44 FEET NORTH AND ACROSS ROAD
 JX0369'NORTHEAST FROM THE NORTH CORNER OF HAUGHTS GROCERY STORE, SET
 JX0369'VERTICALLY IN FACE OF A ROCK CUT AND ABOUT 2 FEET ABOVE LEVEL
 JX0369'OF ROAD NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1062 ***********************************************************************
 JX1062  DESIGNATION -  M 135
 JX1062  PID         -  JX1062
 JX1062  STATE/COUNTY-  WV/PLEASANTS
 JX1062  USGS QUAD   -  BENS RUN (1994)
 JX1062
 JX1062                         *CURRENT SURVEY CONTROL
 JX1062  ___________________________________________________________________
 JX1062* NAD 83(1986)-  39 25 05.     (N)    081 03 10.     (W)     SCALED    
 JX1062* NAVD 88     -       233.112  (meters)     764.80   (feet)  ADJUSTED  
 JX1062  ___________________________________________________________________
 JX1062  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JX1062  DYNAMIC HT  -         232.972 (meters)     764.34  (feet)  COMP
 JX1062  MODELED GRAV-     980,020.4   (mgal)                       NAVD 88
 JX1062
 JX1062  VERT ORDER  -  SECOND    CLASS 0
 JX1062
 JX1062.The horizontal coordinates were scaled from a topographic map and have
 JX1062.an estimated accuracy of +/- 6 seconds.
 JX1062
 JX1062.The orthometric height was determined by differential leveling
 JX1062.and adjusted by the National Geodetic Survey in June 1991..
 JX1062
 JX1062.The geoid height was determined by GEOID03.
 JX1062
 JX1062.The dynamic height is computed by dividing the NAVD 88
 JX1062.geopotential number by the normal gravity value computed on the
 JX1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1062.degrees latitude (g = 980.6199 gals.).
 JX1062
 JX1062.The modeled gravity was interpolated from observed gravity values.
 JX1062
 JX1062;                    North         East    Units  Estimated Accuracy
 JX1062;SPC WV N     -   103,080.      466,300.      MT  (+/- 180 meters Scaled)
 JX1062
 JX1062                          SUPERSEDED SURVEY CONTROL
 JX1062
 JX1062  NGVD 29 (??/??/92)  233.285  (m)          765.37   (f) ADJ UNCH    2 0
 JX1062
 JX1062.Superseded values are not recommended for survey control.
 JX1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1062.See file dsdata.txt to determine how the superseded data were derived.
 JX1062
 JX1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD954631(NAD 83)
 JX1062_MARKER: DB = BENCH MARK DISK
 JX1062_SETTING: 66 = SET IN ROCK OUTCROP
 JX1062_SP_SET: BEDROCK
 JX1062_STAMPING: M 135 1957
 JX1062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1062+STABILITY: POSITION/ELEVATION WELL
 JX1062
 JX1062  HISTORY     - Date     Condition        Report By
 JX1062  HISTORY     - 1957     MONUMENTED       CGS
 JX1062  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX1062
 JX1062                          STATION DESCRIPTION
 JX1062
 JX1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1062'2 MI SE FROM ARVILLA.
 JX1062'ABOUT 1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER
 JX1062'MIDDLE ISLAND CREEK AT ARVILLA, THENCE ABOUT 0.95 MILE SOUTH AND
 JX1062'SOUTHEAST ALONG A GRAVEL ROAD LEADING TO MEADVILLE, ON THE
 JX1062'OUTSIDE OF A CURVE IN ROAD WITH TANGENTS EXTENDING EAST AND NORTH,
 JX1062'IN THE TOP OF BEDROCK WHICH IS EXPOSED ABOUT 12 BY 14 FEET, ON THE
 JX1062'RIGHT BANK OF BIG RUN, 97 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 JX1062'75 FEET SOUTH OF SOUTHEAST CORNER OF CLYDE BRAMMER JR. RESIDENCE,
 JX1062'47 FEET SOUTHWEST OF CENTER OF A FARM GATE, 29 FEET SOUTHWEST OF A
 JX1062'TELEPHONE POLE, 29 FEET SOUTH OF A LAWN FENCE, 10 FEET NORTH OF
 JX1062'CENTER OF BIG RUN, AND ABOUT 12 FEET BELOW LEVEL OF ROAD.
 JX1062
 JX1062                          STATION RECOVERY (1983)
 JX1062
 JX1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0585 ***********************************************************************
 JX0585  DESIGNATION -  M 136
 JX0585  PID         -  JX0585
 JX0585  STATE/COUNTY-  WV/TYLER
 JX0585  USGS QUAD   -  PADEN CITY (1994)
 JX0585
 JX0585                         *CURRENT SURVEY CONTROL
 JX0585  ___________________________________________________________________
 JX0585* NAD 83(1986)-  39 32 06.     (N)    080 56 59.     (W)     SCALED    
 JX0585* NAVD 88     -       232.435  (meters)     762.58   (feet)  ADJUSTED  
 JX0585  ___________________________________________________________________
 JX0585  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JX0585  DYNAMIC HT  -         232.299 (meters)     762.13  (feet)  COMP
 JX0585  MODELED GRAV-     980,034.5   (mgal)                       NAVD 88
 JX0585
 JX0585  VERT ORDER  -  SECOND    CLASS 0
 JX0585
 JX0585.The horizontal coordinates were scaled from a topographic map and have
 JX0585.an estimated accuracy of +/- 6 seconds.
 JX0585
 JX0585.The orthometric height was determined by differential leveling
 JX0585.and adjusted by the National Geodetic Survey in June 1991..
 JX0585
 JX0585.The geoid height was determined by GEOID03.
 JX0585
 JX0585.The dynamic height is computed by dividing the NAVD 88
 JX0585.geopotential number by the normal gravity value computed on the
 JX0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0585.degrees latitude (g = 980.6199 gals.).
 JX0585
 JX0585.The modeled gravity was interpolated from observed gravity values.
 JX0585
 JX0585;                    North         East    Units  Estimated Accuracy
 JX0585;SPC WV N     -   115,910.      475,380.      MT  (+/- 180 meters Scaled)
 JX0585
 JX0585                          SUPERSEDED SURVEY CONTROL
 JX0585
 JX0585  NGVD 29 (??/??/92)  232.595  (m)          763.11   (f) ADJ UNCH    2 0
 JX0585
 JX0585.Superseded values are not recommended for survey control.
 JX0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0585.See file dsdata.txt to determine how the superseded data were derived.
 JX0585
 JX0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND043761(NAD 83)
 JX0585_MARKER: DB = BENCH MARK DISK
 JX0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0585_SP_SET: CULVERT
 JX0585_STAMPING: M 136 1957
 JX0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0585
 JX0585  HISTORY     - Date     Condition        Report By
 JX0585  HISTORY     - 1957     MONUMENTED       CGS
 JX0585  HISTORY     - 1983     GOOD             NGS
 JX0585
 JX0585                          STATION DESCRIPTION
 JX0585
 JX0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0585'4.1 MI SE FROM SISTERVILLE.
 JX0585'ABOUT 4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE POST
 JX0585'OFFICE AT SISTERVILLE, ABOUT 0.5 MILE SOUTHEAST OF THE ROAD
 JX0585'JUNCTION AT PURSLEY, AT THE EAST END OF A CURVE IN HIGHWAY, IN
 JX0585'THE TOP OF WEST END OF SOUTH CONCRETE HEAD WALL OF A CULVERT
 JX0585'UNDER HIGHWAY, 14 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 JX0585'EAST-SOUTHEAST AND ACROSS HIGHWAY FROM POWER POLE NO. 20-26W, 1
 JX0585'FOOT EAST OF WEST END OF HEAD WALL AND ABOUT LEVEL WITH HIGHWAY.
 JX0585
 JX0585                          STATION RECOVERY (1983)
 JX0585
 JX0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0430 ***********************************************************************
 JX0430  DESIGNATION -  M 137
 JX0430  PID         -  JX0430
 JX0430  STATE/COUNTY-  WV/TYLER
 JX0430  USGS QUAD   -  SHIRLEY (1989)
 JX0430
 JX0430                         *CURRENT SURVEY CONTROL
 JX0430  ___________________________________________________________________
 JX0430* NAD 83(1986)-  39 26 48.     (N)    080 48 30.     (W)     SCALED    
 JX0430* NAVD 88     -       215.463  (meters)     706.90   (feet)  ADJUSTED  
 JX0430  ___________________________________________________________________
 JX0430  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JX0430  DYNAMIC HT  -         215.335 (meters)     706.48  (feet)  COMP
 JX0430  MODELED GRAV-     980,026.2   (mgal)                       NAVD 88
 JX0430
 JX0430  VERT ORDER  -  SECOND    CLASS 0
 JX0430
 JX0430.The horizontal coordinates were scaled from a topographic map and have
 JX0430.an estimated accuracy of +/- 6 seconds.
 JX0430
 JX0430.The orthometric height was determined by differential leveling
 JX0430.and adjusted by the National Geodetic Survey in June 1991..
 JX0430
 JX0430.The geoid height was determined by GEOID03.
 JX0430
 JX0430.The dynamic height is computed by dividing the NAVD 88
 JX0430.geopotential number by the normal gravity value computed on the
 JX0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0430.degrees latitude (g = 980.6199 gals.).
 JX0430
 JX0430.The modeled gravity was interpolated from observed gravity values.
 JX0430
 JX0430;                    North         East    Units  Estimated Accuracy
 JX0430;SPC WV N     -   105,920.      487,390.      MT  (+/- 180 meters Scaled)
 JX0430
 JX0430                          SUPERSEDED SURVEY CONTROL
 JX0430
 JX0430  NGVD 29 (??/??/92)  215.626  (m)          707.43   (f) ADJ UNCH    2 0
 JX0430
 JX0430.Superseded values are not recommended for survey control.
 JX0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0430.See file dsdata.txt to determine how the superseded data were derived.
 JX0430
 JX0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND164663(NAD 83)
 JX0430_MARKER: DB = BENCH MARK DISK
 JX0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0430_SP_SET: BRIDGE
 JX0430_STAMPING: M 137 1957
 JX0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0430
 JX0430  HISTORY     - Date     Condition        Report By
 JX0430  HISTORY     - 1957     MONUMENTED       CGS
 JX0430
 JX0430                          STATION DESCRIPTION
 JX0430
 JX0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0430'1.2 MI NE FROM BLUE.
 JX0430'ABOUT 1.0 MILE EAST ALONG INDIAN CREEK ROAD FROM THE JUNCTION OF
 JX0430'STATE HIGHWAY 18 AT BLUE, THENCE ABOUT 0.25 MILE NORTHEAST ALONG
 JX0430'BIG RUN, IN THE TOP OF EAST END OF THE LOWER PART OF THE SOUTHEAST
 JX0430'CONCRETE WING WALL OF A CONCRETE BRIDGE OVER BIG RUN, 21 FEET
 JX0430'EAST OF CENTER LINE OF BRIDGE FLOOR, 13 FEET EAST OF EAST CONCRETE
 JX0430'BANISTER AND 3 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0439 ***********************************************************************
 JX0439  DESIGNATION -  M 138
 JX0439  PID         -  JX0439
 JX0439  STATE/COUNTY-  WV/WETZEL
 JX0439  USGS QUAD   -  PINE GROVE (1976)
 JX0439
 JX0439                         *CURRENT SURVEY CONTROL
 JX0439  ___________________________________________________________________
 JX0439* NAD 83(1986)-  39 31 51.     (N)    080 38 33.     (W)     SCALED    
 JX0439* NAVD 88     -       227.085  (meters)     745.03   (feet)  ADJUSTED  
 JX0439  ___________________________________________________________________
 JX0439  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JX0439  DYNAMIC HT  -         226.951 (meters)     744.59  (feet)  COMP
 JX0439  MODELED GRAV-     980,030.1   (mgal)                       NAVD 88
 JX0439
 JX0439  VERT ORDER  -  SECOND    CLASS 0
 JX0439
 JX0439.The horizontal coordinates were scaled from a topographic map and have
 JX0439.an estimated accuracy of +/- 6 seconds.
 JX0439
 JX0439.The orthometric height was determined by differential leveling
 JX0439.and adjusted by the National Geodetic Survey in June 1991..
 JX0439
 JX0439.The geoid height was determined by GEOID03.
 JX0439
 JX0439.The dynamic height is computed by dividing the NAVD 88
 JX0439.geopotential number by the normal gravity value computed on the
 JX0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0439.degrees latitude (g = 980.6199 gals.).
 JX0439
 JX0439.The modeled gravity was interpolated from observed gravity values.
 JX0439
 JX0439;                    North         East    Units  Estimated Accuracy
 JX0439;SPC WV N     -   115,070.      501,780.      MT  (+/- 180 meters Scaled)
 JX0439
 JX0439                          SUPERSEDED SURVEY CONTROL
 JX0439
 JX0439  NGVD 29 (??/??/92)  227.248  (m)          745.56   (f) ADJ UNCH    2 0
 JX0439
 JX0439.Superseded values are not recommended for survey control.
 JX0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0439.See file dsdata.txt to determine how the superseded data were derived.
 JX0439
 JX0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND307757(NAD 83)
 JX0439_MARKER: DB = BENCH MARK DISK
 JX0439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0439_SP_SET: BRIDGE
 JX0439_STAMPING: M 138 1957
 JX0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0439
 JX0439  HISTORY     - Date     Condition        Report By
 JX0439  HISTORY     - 1957     MONUMENTED       CGS
 JX0439
 JX0439                          STATION DESCRIPTION
 JX0439
 JX0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0439'AT JACKSONBURG.
 JX0439'AT JACKSONBURG, ABOUT 0.1 MILE SOUTHEAST ALONG THE BALTIMORE
 JX0439'AND OHIO RAILROAD FROM THE STATION, NEAR MILEAGE POLE NO. 22+16,
 JX0439'IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF RAILROAD
 JX0439'BRIDGE OVER BUFFALO RUN, 18 FEET WEST OF WEST RAIL, 1 FOOT EAST
 JX0439'OF WEST END OF ABUTMENT AND ABOUT 6 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0641 ***********************************************************************
 JX0641  DESIGNATION -  M 139
 JX0641  PID         -  JX0641
 JX0641  STATE/COUNTY-  WV/TYLER
 JX0641  USGS QUAD   -  PORTERS FALLS (1976)
 JX0641
 JX0641                         *CURRENT SURVEY CONTROL
 JX0641  ___________________________________________________________________
 JX0641* NAD 83(1986)-  39 31 27.     (N)    080 51 01.     (W)     SCALED    
 JX0641* NAVD 88     -       239.662  (meters)     786.29   (feet)  ADJUSTED  
 JX0641  ___________________________________________________________________
 JX0641  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX0641  DYNAMIC HT  -         239.522 (meters)     785.83  (feet)  COMP
 JX0641  MODELED GRAV-     980,035.0   (mgal)                       NAVD 88
 JX0641
 JX0641  VERT ORDER  -  SECOND    CLASS 0
 JX0641
 JX0641.The horizontal coordinates were scaled from a topographic map and have
 JX0641.an estimated accuracy of +/- 6 seconds.
 JX0641
 JX0641.The orthometric height was determined by differential leveling
 JX0641.and adjusted by the National Geodetic Survey in June 1991..
 JX0641
 JX0641.The geoid height was determined by GEOID03.
 JX0641
 JX0641.The dynamic height is computed by dividing the NAVD 88
 JX0641.geopotential number by the normal gravity value computed on the
 JX0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0641.degrees latitude (g = 980.6199 gals.).
 JX0641
 JX0641.The modeled gravity was interpolated from observed gravity values.
 JX0641
 JX0641;                    North         East    Units  Estimated Accuracy
 JX0641;SPC WV N     -   114,570.      483,910.      MT  (+/- 180 meters Scaled)
 JX0641
 JX0641                          SUPERSEDED SURVEY CONTROL
 JX0641
 JX0641  NGVD 29 (??/??/92)  239.824  (m)          786.82   (f) ADJ UNCH    2 0
 JX0641
 JX0641.Superseded values are not recommended for survey control.
 JX0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0641.See file dsdata.txt to determine how the superseded data were derived.
 JX0641
 JX0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND128749(NAD 83)
 JX0641_MARKER: DB = BENCH MARK DISK
 JX0641_SETTING: 66 = SET IN ROCK OUTCROP
 JX0641_SP_SET: ROCK CUT
 JX0641_STAMPING: M 139 1957
 JX0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0641+STABILITY: POSITION/ELEVATION WELL
 JX0641
 JX0641  HISTORY     - Date     Condition        Report By
 JX0641  HISTORY     - 1957     MONUMENTED       CGS
 JX0641
 JX0641                          STATION DESCRIPTION
 JX0641
 JX0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0641'3.1 MI E FROM KIDWELL.
 JX0641'ABOUT 3.1 MILES EAST ALONG ELK CREEK ROAD FROM THE CHURCH AND
 JX0641'CEMETERY AT KIDWELL, ABOUT 0.75 MILE EAST OF ELK CREEK CHURCH
 JX0641'OF CHRIST, SET VERTICALLY IN THE NORTH FACE OF A LONG ROCK CUT,
 JX0641'18 FEET SOUTH OF CENTER LINE OF ROAD, 150 FEET WEST OF EAST END
 JX0641'OF ROCK PORTION OF CUT, 2 1/2 FEET ABOVE GROUND AND ABOUT 1 FOOT
 JX0641'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1850 ***********************************************************************
 HX1850  DESIGNATION -  M 14
 HX1850  PID         -  HX1850
 HX1850  STATE/COUNTY-  WV/FAYETTE
 HX1850  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1850
 HX1850                         *CURRENT SURVEY CONTROL
 HX1850  ___________________________________________________________________
 HX1850* NAD 83(1986)-  38 09 46.     (N)    081 11 41.     (W)     SCALED    
 HX1850* NAVD 88     -       206.336  (meters)     676.95   (feet)  ADJUSTED  
 HX1850  ___________________________________________________________________
 HX1850  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HX1850  DYNAMIC HT  -         206.189 (meters)     676.47  (feet)  COMP
 HX1850  MODELED GRAV-     979,913.4   (mgal)                       NAVD 88
 HX1850
 HX1850  VERT ORDER  -  FIRST     CLASS II
 HX1850
 HX1850.The horizontal coordinates were scaled from a topographic map and have
 HX1850.an estimated accuracy of +/- 6 seconds.
 HX1850
 HX1850.The orthometric height was determined by differential leveling
 HX1850.and adjusted by the National Geodetic Survey in June 1991..
 HX1850.WARNING-Repeat measurements at this control monument indicate possible
 HX1850.vertical movement.
 HX1850
 HX1850.The geoid height was determined by GEOID03.
 HX1850
 HX1850.The dynamic height is computed by dividing the NAVD 88
 HX1850.geopotential number by the normal gravity value computed on the
 HX1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1850.degrees latitude (g = 980.6199 gals.).
 HX1850
 HX1850.The modeled gravity was interpolated from observed gravity values.
 HX1850
 HX1850;                    North         East    Units  Estimated Accuracy
 HX1850;SPC WV S     -   129,070.      582,940.      MT  (+/- 180 meters Scaled)
 HX1850
 HX1850                          SUPERSEDED SURVEY CONTROL
 HX1850
 HX1850  NGVD 29 (??/??/92)  206.526  (m)          677.58   (f) ADJ UNCH    1 2
 HX1850
 HX1850.Superseded values are not recommended for survey control.
 HX1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1850.See file dsdata.txt to determine how the superseded data were derived.
 HX1850
 HX1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC829238(NAD 83)
 HX1850_MARKER: DB = BENCH MARK DISK
 HX1850_SETTING: 66 = SET IN ROCK OUTCROP
 HX1850_SP_SET: ROCK CUT
 HX1850_STAMPING: M 14 1934
 HX1850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1850+STABILITY: POSITION/ELEVATION WELL
 HX1850
 HX1850  HISTORY     - Date     Condition        Report By
 HX1850  HISTORY     - 1934     MONUMENTED       CGS
 HX1850  HISTORY     - 1959     GOOD             NGS
 HX1850  HISTORY     - 1961     GOOD             NGS
 HX1850
 HX1850                          STATION DESCRIPTION
 HX1850
 HX1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX1850'AT GAULEY BRIDGE.
 HX1850'AT GAULEY BRIDGE, ALONG THE CHESAPEAKE AND OHIO RAILWAY, AT THE
 HX1850'JUNCTION OF THE CUT-OFF CONNECTING THE C. AND O. RY. WITH THE
 HX1850'NEW YORK CENTRAL RAILROAD, ABOUT 10 RAILS SOUTHEAST OF THE
 HX1850'SOUTHEAST END OF THE BRIDGE OVER GAULEY RIVER, ABOUT 5 RAILS
 HX1850'NORTHWEST OF THE JUNCTION OF THE N.Y.C. RR. CUT-OFF, 11 1/2 FEET
 HX1850'NORTHEAST OF THE NORTHEAST RAIL OF THE C. AND O. RY. TRACK,
 HX1850'SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CUT, 2 1/2 FEET
 HX1850'ABOVE THE GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 HX1850
 HX1850                          STATION RECOVERY (1961)
 HX1850
 HX1850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HX1850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0404 ***********************************************************************
 JX0404  DESIGNATION -  M 140
 JX0404  PID         -  JX0404
 JX0404  STATE/COUNTY-  WV/TYLER
 JX0404  USGS QUAD   -  FOLSOM (1976)
 JX0404
 JX0404                         *CURRENT SURVEY CONTROL
 JX0404  ___________________________________________________________________
 JX0404* NAD 83(1986)-  39 26 50.     (N)    080 37 27.     (W)     SCALED    
 JX0404* NAVD 88     -       399.840  (meters)    1311.81   (feet)  ADJUSTED  
 JX0404  ___________________________________________________________________
 JX0404  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JX0404  DYNAMIC HT  -         399.601 (meters)    1311.02  (feet)  COMP
 JX0404  MODELED GRAV-     980,017.3   (mgal)                       NAVD 88
 JX0404
 JX0404  VERT ORDER  -  SECOND    CLASS 0
 JX0404
 JX0404.The horizontal coordinates were scaled from a topographic map and have
 JX0404.an estimated accuracy of +/- 6 seconds.
 JX0404
 JX0404.The orthometric height was determined by differential leveling
 JX0404.and adjusted by the National Geodetic Survey in June 1991..
 JX0404
 JX0404.The geoid height was determined by GEOID03.
 JX0404
 JX0404.The dynamic height is computed by dividing the NAVD 88
 JX0404.geopotential number by the normal gravity value computed on the
 JX0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0404.degrees latitude (g = 980.6199 gals.).
 JX0404
 JX0404.The modeled gravity was interpolated from observed gravity values.
 JX0404
 JX0404;                    North         East    Units  Estimated Accuracy
 JX0404;SPC WV N     -   105,760.      503,240.      MT  (+/- 180 meters Scaled)
 JX0404
 JX0404                          SUPERSEDED SURVEY CONTROL
 JX0404
 JX0404  NGVD 29 (??/??/92)  399.997  (m)         1312.32   (f) ADJ UNCH    2 0
 JX0404
 JX0404.Superseded values are not recommended for survey control.
 JX0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0404.See file dsdata.txt to determine how the superseded data were derived.
 JX0404
 JX0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND323664(NAD 83)
 JX0404_MARKER: DB = BENCH MARK DISK
 JX0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0404_STAMPING: M 140 1957
 JX0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0404+STABILITY: SURFACE MOTION
 JX0404
 JX0404  HISTORY     - Date     Condition        Report By
 JX0404  HISTORY     - 1957     MONUMENTED       CGS
 JX0404
 JX0404                          STATION DESCRIPTION
 JX0404
 JX0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0404'9.2 MI SE FROM JACKSONBURG.
 JX0404'ABOUT 6.55 MILES SOUTH ALONG A BLACK TOP ROAD FROM
 JX0404'THE BALTIMORE AND OHIO RAILROAD STATION AT JACKSONBURG, THENCE
 JX0404'ABOUT 2.3 MILES EAST ALONG A GRAVEL ROAD TO MT. ZION METHODIST
 JX0404'CHURCH AND JUNCTION OF A DIRT ROAD SOUTHWEST WHICH IS NEAR THE
 JX0404'TYLER-DODDRIDGE COUNTY LINE, THENCE ABOUT 0.3 MILE SOUTH AND
 JX0404'SOUTHWEST ALONG A DIRT ROAD, ON THE OUTSIDE OF A LONG CURVE,
 JX0404'29 FEET NORTHWEST OF CENTER LINE OF ROAD, 12 1/2 FEET SOUTHWEST
 JX0404'OF A FENCE CORNER, 31 FEET WEST OF A 12-INCH HICKORY TREE WHICH
 JX0404'SERVES AS A GATE POST, 18 1/2 FEET SOUTH OF A 16-INCH MAPLE TREE
 JX0404'WHICH IS IN A NORTHWEST-SOUTHEAST FENCE LINE, 1 FOOT SOUTHEAST
 JX0404'OF A SOUTHWEST-NORTHEAST FENCE LINE, 6 1/2 FEET SOUTHWEST OF
 JX0404'A CONCRETE WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET
 JX0404'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK
 JX0404'IS REACHED FROM ASHLEY, DODDRIDGE COUNTY, BY GOING ABOUT 4.75
 JX0404'MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD FOLLOWING BROAD RUN
 JX0404'AND LEADING TO MT. ZION METHODIST CHURCH FROM THE JUNCTION OF
 JX0404'STATE HIGHWAY 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0308 ***********************************************************************
 JX0308  DESIGNATION -  M 141
 JX0308  PID         -  JX0308
 JX0308  STATE/COUNTY-  WV/RITCHIE
 JX0308  USGS QUAD   -  PENNSBORO (1987)
 JX0308
 JX0308                         *CURRENT SURVEY CONTROL
 JX0308  ___________________________________________________________________
 JX0308* NAD 83(1986)-  39 22 24.     (N)    080 54 56.     (W)     SCALED    
 JX0308* NAVD 88     -       280.124  (meters)     919.04   (feet)  ADJUSTED  
 JX0308  ___________________________________________________________________
 JX0308  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX0308  DYNAMIC HT  -         279.952 (meters)     918.48  (feet)  COMP
 JX0308  MODELED GRAV-     980,004.2   (mgal)                       NAVD 88
 JX0308
 JX0308  VERT ORDER  -  SECOND    CLASS 0
 JX0308
 JX0308.The horizontal coordinates were scaled from a topographic map and have
 JX0308.an estimated accuracy of +/- 6 seconds.
 JX0308
 JX0308.The orthometric height was determined by differential leveling
 JX0308.and adjusted by the National Geodetic Survey in June 1991..
 JX0308
 JX0308.The geoid height was determined by GEOID03.
 JX0308
 JX0308.The dynamic height is computed by dividing the NAVD 88
 JX0308.geopotential number by the normal gravity value computed on the
 JX0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0308.degrees latitude (g = 980.6199 gals.).
 JX0308
 JX0308.The modeled gravity was interpolated from observed gravity values.
 JX0308
 JX0308;                    North         East    Units  Estimated Accuracy
 JX0308;SPC WV N     -    97,920.      478,030.      MT  (+/- 180 meters Scaled)
 JX0308
 JX0308                          SUPERSEDED SURVEY CONTROL
 JX0308
 JX0308  NGVD 29 (??/??/92)  280.294  (m)          919.60   (f) ADJ UNCH    2 0
 JX0308
 JX0308.Superseded values are not recommended for survey control.
 JX0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0308.See file dsdata.txt to determine how the superseded data were derived.
 JX0308
 JX0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND072582(NAD 83)
 JX0308_MARKER: DB = BENCH MARK DISK
 JX0308_SETTING: 66 = SET IN ROCK OUTCROP
 JX0308_SP_SET: ROCK
 JX0308_STAMPING: M 141 1957
 JX0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0308+STABILITY: POSITION/ELEVATION WELL
 JX0308
 JX0308  HISTORY     - Date     Condition        Report By
 JX0308  HISTORY     - 1957     MONUMENTED       CGS
 JX0308
 JX0308                          STATION DESCRIPTION
 JX0308
 JX0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0308'1.3 MI NW FROM MOUNTAIN.
 JX0308'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 74 FROM THE UNION
 JX0308'CHAPEL AT MOUNTAIN, THENCE ABOUT 0.45 MILE NORTHWEST ALONG A
 JX0308'GRAVEL ROAD, THENCE ABOUT 0.45 MILE NORTHWEST ALONG A DIRT ROAD,
 JX0308'0.15 MILE SOUTHEAST OF A 2-STORY FRAME HOUSE, SET VERTICALLY IN
 JX0308'FACE OF A PROJECTION OF ROCK ABOUT 2 1/2 BY 3 1/2 FEET, 13 FEET
 JX0308'NORTHEAST OF CENTER LINE OF ROAD, 91 FEET SOUTHEAST OF NORTHEAST
 JX0308'END OF AN 8-INCH IRON PIPE CULVERT UNDER ROAD, 51 FEET NORTH AND
 JX0308'ACROSS ROAD FROM A POWER POLE AT A DIRECTIONAL CHANGE IN POWER
 JX0308'LINE AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0241 ***********************************************************************
 GY0241  DESIGNATION -  M 143
 GY0241  PID         -  GY0241
 GY0241  STATE/COUNTY-  WV/MINGO
 GY0241  USGS QUAD   -  MYRTLE (1976)
 GY0241
 GY0241                         *CURRENT SURVEY CONTROL
 GY0241  ___________________________________________________________________
 GY0241* NAD 83(1986)-  37 46 36.     (N)    082 09 49.     (W)     SCALED    
 GY0241* NAVD 88     -       235.382  (meters)     772.25   (feet)  ADJUSTED  
 GY0241  ___________________________________________________________________
 GY0241  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GY0241  DYNAMIC HT  -         235.209 (meters)     771.68  (feet)  COMP
 GY0241  MODELED GRAV-     979,887.2   (mgal)                       NAVD 88
 GY0241
 GY0241  VERT ORDER  -  SECOND    CLASS 0
 GY0241
 GY0241.The horizontal coordinates were scaled from a topographic map and have
 GY0241.an estimated accuracy of +/- 6 seconds.
 GY0241
 GY0241.The orthometric height was determined by differential leveling
 GY0241.and adjusted by the National Geodetic Survey in June 1991..
 GY0241
 GY0241.The geoid height was determined by GEOID03.
 GY0241
 GY0241.The dynamic height is computed by dividing the NAVD 88
 GY0241.geopotential number by the normal gravity value computed on the
 GY0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0241.degrees latitude (g = 980.6199 gals.).
 GY0241
 GY0241.The modeled gravity was interpolated from observed gravity values.
 GY0241
 GY0241;                    North         East    Units  Estimated Accuracy
 GY0241;SPC WV S     -    86,840.      497,500.      MT  (+/- 180 meters Scaled)
 GY0241
 GY0241                          SUPERSEDED SURVEY CONTROL
 GY0241
 GY0241  NGVD 29 (??/??/92)  235.601  (m)          772.97   (f) ADJ UNCH    2 0
 GY0241
 GY0241.Superseded values are not recommended for survey control.
 GY0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0241.See file dsdata.txt to determine how the superseded data were derived.
 GY0241
 GY0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB975816(NAD 83)
 GY0241_MARKER: DB = BENCH MARK DISK
 GY0241_SETTING: 66 = SET IN ROCK OUTCROP
 GY0241_SP_SET: ROCK CUT
 GY0241_STAMPING: M 143 1957
 GY0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0241+STABILITY: POSITION/ELEVATION WELL
 GY0241
 GY0241  HISTORY     - Date     Condition        Report By
 GY0241  HISTORY     - 1957     MONUMENTED       CGS
 GY0241
 GY0241                          STATION DESCRIPTION
 GY0241
 GY0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0241'5.1 MI E FROM BELO.
 GY0241'ABOUT 5.1 MILES EAST ALONG STATE HIGHWAY 65 FROM THE JUNCTION OF
 GY0241'STATE HIGHWAY 65 S AT BELO, SET VERTICALLY IN FACE OF A ROCK CUT,
 GY0241'21 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 203 FEET
 GY0241'NORTHWEST OF NORTHWEST END OF NORTHEAST STONE HEAD WALL OF A
 GY0241'30-INCH PIPE CULVERT UNDER HIGHWAY, 18 FEET NORTHWEST OF SOUTHEAST
 GY0241'END OF ROCK CUT AND 4 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3134 ***********************************************************************
 GY3134  DESIGNATION -  M 143 RESET 1971
 GY3134  PID         -  GY3134
 GY3134  STATE/COUNTY-  WV/MINGO
 GY3134  USGS QUAD   -  MYRTLE (1976)
 GY3134
 GY3134                         *CURRENT SURVEY CONTROL
 GY3134  ___________________________________________________________________
 GY3134* NAD 83(1986)-  37 46 36.     (N)    082 09 49.     (W)     SCALED    
 GY3134* NAVD 88     -       239.34   (meters)     785.2    (feet)  RESET     
 GY3134  ___________________________________________________________________
 GY3134  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GY3134
 GY3134  VERT ORDER  -  THIRD
 GY3134
 GY3134.The horizontal coordinates were scaled from a topographic map and have
 GY3134.an estimated accuracy of +/- 6 seconds.
 GY3134
 GY3134.The orthometric height was computed from unverified reset data.
 GY3134.No vertical observational check was made to the station.
 GY3134
 GY3134.The geoid height was determined by GEOID03.
 GY3134
 GY3134;                    North         East    Units  Estimated Accuracy
 GY3134;SPC WV S     -    86,840.      497,500.      MT  (+/- 180 meters Scaled)
 GY3134
 GY3134                          SUPERSEDED SURVEY CONTROL
 GY3134
 GY3134  NGVD 29 (09/25/03)  239.56   (m)          786.0    (f) RESET       3  
 GY3134
 GY3134.Superseded values are not recommended for survey control.
 GY3134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3134.See file dsdata.txt to determine how the superseded data were derived.
 GY3134
 GY3134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB975816(NAD 83)
 GY3134_MARKER: DB = BENCH MARK DISK
 GY3134_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GY3134_SP_SET: HEADWALL
 GY3134_STAMPING: M 143 RESET 1971
 GY3134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3134+STABILITY: SURFACE MOTION
 GY3134
 GY3134  HISTORY     - Date     Condition        Report By
 GY3134  HISTORY     - 1971     MONUMENTED       WVHD
 GY3134
 GY3134                          STATION DESCRIPTION
 GY3134
 GY3134'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1971
 GY3134'5.1 MI EAST FROM BELO.
 GY3134'5.1 MILES EAST ALONG STATE HIGHWAY 65 FROM THE JUNCTION OF STATE
 GY3134'HIGHWAY 655, IN BELO, IN THE TOP AND APPROXIMATELY CENTER OF A
 GY3134'CULVERT CONCRETE HEADWALL, 95.6 FEET FROM THE CENTERLINE OF THE
 GY3134'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0193 ***********************************************************************
 GY0193  DESIGNATION -  M 144
 GY0193  PID         -  GY0193
 GY0193  STATE/COUNTY-  WV/LOGAN
 GY0193  USGS QUAD   -  HOLDEN (1989)
 GY0193
 GY0193                         *CURRENT SURVEY CONTROL
 GY0193  ___________________________________________________________________
 GY0193* NAD 83(1986)-  37 51 01.     (N)    082 01 18.     (W)     SCALED    
 GY0193* NAVD 88     -       207.109  (meters)     679.49   (feet)  ADJUSTED  
 GY0193  ___________________________________________________________________
 GY0193  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GY0193  DYNAMIC HT  -         206.958 (meters)     678.99  (feet)  COMP
 GY0193  MODELED GRAV-     979,896.4   (mgal)                       NAVD 88
 GY0193
 GY0193  VERT ORDER  -  SECOND    CLASS 0
 GY0193
 GY0193.The horizontal coordinates were scaled from a topographic map and have
 GY0193.an estimated accuracy of +/- 6 seconds.
 GY0193
 GY0193.The orthometric height was determined by differential leveling
 GY0193.and adjusted by the National Geodetic Survey in June 1991..
 GY0193
 GY0193.The geoid height was determined by GEOID03.
 GY0193
 GY0193.The dynamic height is computed by dividing the NAVD 88
 GY0193.geopotential number by the normal gravity value computed on the
 GY0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0193.degrees latitude (g = 980.6199 gals.).
 GY0193
 GY0193.The modeled gravity was interpolated from observed gravity values.
 GY0193
 GY0193;                    North         East    Units  Estimated Accuracy
 GY0193;SPC WV S     -    94,870.      510,090.      MT  (+/- 180 meters Scaled)
 GY0193
 GY0193                          SUPERSEDED SURVEY CONTROL
 GY0193
 GY0193  NGVD 29 (??/??/92)  207.329  (m)          680.21   (f) ADJ UNCH    2 0
 GY0193
 GY0193.Superseded values are not recommended for survey control.
 GY0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0193.See file dsdata.txt to determine how the superseded data were derived.
 GY0193
 GY0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB101896(NAD 83)
 GY0193_MARKER: DB = BENCH MARK DISK
 GY0193_SETTING: 66 = SET IN ROCK OUTCROP
 GY0193_SP_SET: CLIFF
 GY0193_STAMPING: M 144 1957
 GY0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0193+STABILITY: POSITION/ELEVATION WELL
 GY0193
 GY0193  HISTORY     - Date     Condition        Report By
 GY0193  HISTORY     - 1957     MONUMENTED       CGS
 GY0193
 GY0193                          STATION DESCRIPTION
 GY0193
 GY0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0193'0.5 MI NW FROM MT GAY.
 GY0193'ABOUT 0.5 MILE NORTHWEST ALONG A BLACK TOP ROAD FOLLOWING MUD
 GY0193'FORK FROM THE JUNCTION OF STATE HIGHWAY 65 AT MT. GAY, IN THE
 GY0193'TOP OF A SMALL OUTCROPPING LEDGE OF A ROCK CLIFF, 29 FEET
 GY0193'EAST-NORTHEAST OF CENTER LINE OF ROAD, 76 1/2 FEET NORTHWEST OF
 GY0193'NORTHWEST CORNER OF ELLIS GROCERY STROE, 15 FEET EAST-NORTHEAST OF
 GY0193'POWER POLE NO. 756 A 5, 9 1/2 FEET WEST AND ABOUT 1 FOOT BELOW
 GY0193'A 12-INCH TRIANGLE CHISELED IN FACE OF LEDGE AND ABOUT 5 FEET ABOVE
 GY0193'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0198 ***********************************************************************
 GY0198  DESIGNATION -  M 145
 GY0198  PID         -  GY0198
 GY0198  STATE/COUNTY-  WV/LOGAN
 GY0198  USGS QUAD   -  HOLDEN (1989)
 GY0198
 GY0198                         *CURRENT SURVEY CONTROL
 GY0198  ___________________________________________________________________
 GY0198* NAD 83(1986)-  37 51 42.     (N)    082 05 26.     (W)     SCALED    
 GY0198* NAVD 88     -       262.068  (meters)     859.80   (feet)  ADJUSTED  
 GY0198  ___________________________________________________________________
 GY0198  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GY0198  DYNAMIC HT  -         261.875 (meters)     859.17  (feet)  COMP
 GY0198  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 GY0198
 GY0198  VERT ORDER  -  SECOND    CLASS 0
 GY0198
 GY0198.The horizontal coordinates were scaled from a topographic map and have
 GY0198.an estimated accuracy of +/- 6 seconds.
 GY0198
 GY0198.The orthometric height was determined by differential leveling
 GY0198.and adjusted by the National Geodetic Survey in June 1991..
 GY0198
 GY0198.The geoid height was determined by GEOID03.
 GY0198
 GY0198.The dynamic height is computed by dividing the NAVD 88
 GY0198.geopotential number by the normal gravity value computed on the
 GY0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0198.degrees latitude (g = 980.6199 gals.).
 GY0198
 GY0198.The modeled gravity was interpolated from observed gravity values.
 GY0198
 GY0198;                    North         East    Units  Estimated Accuracy
 GY0198;SPC WV S     -    96,200.      504,040.      MT  (+/- 180 meters Scaled)
 GY0198
 GY0198                          SUPERSEDED SURVEY CONTROL
 GY0198
 GY0198  NGVD 29 (??/??/92)  262.282  (m)          860.50   (f) ADJ UNCH    2 0
 GY0198
 GY0198.Superseded values are not recommended for survey control.
 GY0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0198.See file dsdata.txt to determine how the superseded data were derived.
 GY0198
 GY0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB040910(NAD 83)
 GY0198_MARKER: DB = BENCH MARK DISK
 GY0198_SETTING: 66 = SET IN ROCK OUTCROP
 GY0198_SP_SET: ROCK CUT
 GY0198_STAMPING: M 145 1957
 GY0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0198+STABILITY: POSITION/ELEVATION WELL
 GY0198
 GY0198  HISTORY     - Date     Condition        Report By
 GY0198  HISTORY     - 1957     MONUMENTED       CGS
 GY0198
 GY0198                          STATION DESCRIPTION
 GY0198
 GY0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0198'1.4 MI NW FROM SHEGON.
 GY0198'ABOUT 1.45 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO DINGESS
 GY0198'FROM MUD FORK BAPTIST CHURCH AT SHEGON, ABOUT 0.95 MILE NORTHWEST
 GY0198'OF JUNCTION OF A ROAD NORTH AND A 25-FOOT BRIDGE OVER MUD FORK,
 GY0198'ABOUT 0.95 MILE SOUTHEAST OF JUNCTION OF A ROAD LEADING NORTHEAST,
 GY0198'23 FEET NORTHEAST OF CENTER LINE OF ROAD, SET VERTICALLY IN THE
 GY0198'SOUTHWEST FACE OF A ROCK CUT, 10 FEET EAST OF NORTHEAST END OF A
 GY0198'25-INCH STONE CULVERT, AT A POINT NEAR THE HIGHEST PART OF CUT,
 GY0198'ABOUT 2 1/2 FEET ABOVE GROUND AND ABOUT 1 1/2 FEET ABOVE LEVEL OF
 GY0198'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0652 ***********************************************************************
 HY0652  DESIGNATION -  M 146
 HY0652  PID         -  HY0652
 HY0652  STATE/COUNTY-  WV/WAYNE
 HY0652  USGS QUAD   -  WAYNE (1987)
 HY0652
 HY0652                         *CURRENT SURVEY CONTROL
 HY0652  ___________________________________________________________________
 HY0652* NAD 83(1986)-  38 10 13.     (N)    082 29 32.     (W)     SCALED    
 HY0652* NAVD 88     -       188.280  (meters)     617.72   (feet)  ADJUSTED  
 HY0652  ___________________________________________________________________
 HY0652  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HY0652  DYNAMIC HT  -         188.148 (meters)     617.28  (feet)  COMP
 HY0652  MODELED GRAV-     979,926.3   (mgal)                       NAVD 88
 HY0652
 HY0652  VERT ORDER  -  SECOND    CLASS 0
 HY0652
 HY0652.The horizontal coordinates were scaled from a topographic map and have
 HY0652.an estimated accuracy of +/- 6 seconds.
 HY0652
 HY0652.The orthometric height was determined by differential leveling
 HY0652.and adjusted by the National Geodetic Survey in June 1991..
 HY0652
 HY0652.The geoid height was determined by GEOID03.
 HY0652
 HY0652.The dynamic height is computed by dividing the NAVD 88
 HY0652.geopotential number by the normal gravity value computed on the
 HY0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0652.degrees latitude (g = 980.6199 gals.).
 HY0652
 HY0652.The modeled gravity was interpolated from observed gravity values.
 HY0652
 HY0652;                    North         East    Units  Estimated Accuracy
 HY0652;SPC WV S     -   130,940.      469,250.      MT  (+/- 180 meters Scaled)
 HY0652
 HY0652                          SUPERSEDED SURVEY CONTROL
 HY0652
 HY0652  NGVD 29 (??/??/92)  188.495  (m)          618.42   (f) ADJ UNCH    2 0
 HY0652
 HY0652.Superseded values are not recommended for survey control.
 HY0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0652.See file dsdata.txt to determine how the superseded data were derived.
 HY0652
 HY0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC692257(NAD 83)
 HY0652_MARKER: DB = BENCH MARK DISK
 HY0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0652_SP_SET: BRIDGE STEP
 HY0652_STAMPING: M 146 1957
 HY0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0652
 HY0652  HISTORY     - Date     Condition        Report By
 HY0652  HISTORY     - 1957     MONUMENTED       CGS
 HY0652
 HY0652                          STATION DESCRIPTION
 HY0652
 HY0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0652'9.2 MI NE FROM FORT GAY.
 HY0652'ABOUT 9.2 MILES NORTHEAST ALONG STATE HIGHWAY 37 FROM THE SCHOOL
 HY0652'AT FORT GAY, ABOUT 0.9 MILE SOUTHWEST OF THE JUNCTION OF U.S.
 HY0652'HIGHWAY 52, ABOUT 6.4 MILES SOUTHWEST ALONG HIGHWAY 37 FROM THE
 HY0652'COURT HOUSE AT WAYNE, AT THE JUNCTION OF WOLF BRANCH ROAD
 HY0652'LEADING WEST, IN THE TOP OF THE SECOND STEP FROM THE TOP OF THE
 HY0652'WING WALL AT SOUTHWEST CORNER OF A CONCRETE BRIDGE OVER WOLF
 HY0652'BRANCH, 19 1/2 FEET WEST OF CENTER LINE OF HIGHWAY, 90 FEET SOUTH
 HY0652'OF CENTER LINE OF WOLF BRANCH ROAD, 3 1/2 FEET WEST OF SOUTH END
 HY0652'OF WEST GUARD RAIL AND 2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0677 ***********************************************************************
 HY0677  DESIGNATION -  M 147
 HY0677  PID         -  HY0677
 HY0677  STATE/COUNTY-  WV/WAYNE
 HY0677  USGS QUAD   -  KIAHSVILLE (1975)
 HY0677
 HY0677                         *CURRENT SURVEY CONTROL
 HY0677  ___________________________________________________________________
 HY0677* NAD 83(1986)-  38 05 37.     (N)    082 19 59.     (W)     SCALED    
 HY0677* NAVD 88     -       200.478  (meters)     657.73   (feet)  ADJUSTED  
 HY0677  ___________________________________________________________________
 HY0677  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HY0677  DYNAMIC HT  -         200.334 (meters)     657.26  (feet)  COMP
 HY0677  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 HY0677
 HY0677  VERT ORDER  -  SECOND    CLASS 0
 HY0677
 HY0677.The horizontal coordinates were scaled from a topographic map and have
 HY0677.an estimated accuracy of +/- 6 seconds.
 HY0677
 HY0677.The orthometric height was determined by differential leveling
 HY0677.and adjusted by the National Geodetic Survey in June 1991..
 HY0677
 HY0677.The geoid height was determined by GEOID03.
 HY0677
 HY0677.The dynamic height is computed by dividing the NAVD 88
 HY0677.geopotential number by the normal gravity value computed on the
 HY0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0677.degrees latitude (g = 980.6199 gals.).
 HY0677
 HY0677.The modeled gravity was interpolated from observed gravity values.
 HY0677
 HY0677;                    North         East    Units  Estimated Accuracy
 HY0677;SPC WV S     -   122,220.      483,080.      MT  (+/- 180 meters Scaled)
 HY0677
 HY0677                          SUPERSEDED SURVEY CONTROL
 HY0677
 HY0677  NGVD 29 (??/??/92)  200.690  (m)          658.43   (f) ADJ UNCH    2 0
 HY0677
 HY0677.Superseded values are not recommended for survey control.
 HY0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0677.See file dsdata.txt to determine how the superseded data were derived.
 HY0677
 HY0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC831170(NAD 83)
 HY0677_MARKER: DB = BENCH MARK DISK
 HY0677_SETTING: 66 = SET IN ROCK OUTCROP
 HY0677_SP_SET: ROCK CUT
 HY0677_STAMPING: M 147 1957
 HY0677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0677+STABILITY: POSITION/ELEVATION WELL
 HY0677
 HY0677  HISTORY     - Date     Condition        Report By
 HY0677  HISTORY     - 1957     MONUMENTED       CGS
 HY0677
 HY0677                          STATION DESCRIPTION
 HY0677
 HY0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0677'5.8 MI SE FROM STILTNER.
 HY0677'ABOUT 5.75 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE
 HY0677'BRIDGE OVER TWELVEPOLE CREEK AT STILTNER, ABOUT 0.25 MILE
 HY0677'SOUTHEAST OF JUNCTION OF BEECHY BRANCH ROAD LEADING WEST, ABOUT
 HY0677'5.2 MILES WEST OF ROAD JUNCTION, CHURCH AND SCHOOL AT COVE
 HY0677'GAP, ABOUT 134 YARDS NORTHWEST OF JUNCTION OF A NARROW ROAD
 HY0677'NORTHEAST, IN THE TOP OF THE SOUTHEAST END OF A NARROW LEDGE ON
 HY0677'THE SOUTHWEST SLOPE OF A ROCK ABOUT 24 FEET LONG AND 7 FEET
 HY0677'HIGH IN A CUT, 17 FEET NORTHEAST OF CENTER LINE OF HIGHWAY,
 HY0677'118 FEET NORTHWEST OF NORTHWEST END OF NORTHEAST HEAD WALL OF A
 HY0677'12-FOOT BOX CULVERT AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0705 ***********************************************************************
 HY0705  DESIGNATION -  M 148
 HY0705  PID         -  HY0705
 HY0705  STATE/COUNTY-  WV/WAYNE
 HY0705  USGS QUAD   -  NESTLOW (1975)
 HY0705
 HY0705                         *CURRENT SURVEY CONTROL
 HY0705  ___________________________________________________________________
 HY0705* NAD 83(1986)-  38 10 07.     (N)    082 20 09.     (W)     SCALED    
 HY0705* NAVD 88     -       211.031  (meters)     692.36   (feet)  ADJUSTED  
 HY0705  ___________________________________________________________________
 HY0705  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY0705  DYNAMIC HT  -         210.880 (meters)     691.86  (feet)  COMP
 HY0705  MODELED GRAV-     979,911.0   (mgal)                       NAVD 88
 HY0705
 HY0705  VERT ORDER  -  SECOND    CLASS 0
 HY0705
 HY0705.The horizontal coordinates were scaled from a topographic map and have
 HY0705.an estimated accuracy of +/- 6 seconds.
 HY0705
 HY0705.The orthometric height was determined by differential leveling
 HY0705.and adjusted by the National Geodetic Survey in June 1991..
 HY0705
 HY0705.The geoid height was determined by GEOID03.
 HY0705
 HY0705.The dynamic height is computed by dividing the NAVD 88
 HY0705.geopotential number by the normal gravity value computed on the
 HY0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0705.degrees latitude (g = 980.6199 gals.).
 HY0705
 HY0705.The modeled gravity was interpolated from observed gravity values.
 HY0705
 HY0705;                    North         East    Units  Estimated Accuracy
 HY0705;SPC WV S     -   130,550.      482,950.      MT  (+/- 180 meters Scaled)
 HY0705
 HY0705                          SUPERSEDED SURVEY CONTROL
 HY0705
 HY0705  NGVD 29 (??/??/92)  211.238  (m)          693.04   (f) ADJ UNCH    2 0
 HY0705
 HY0705.Superseded values are not recommended for survey control.
 HY0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0705.See file dsdata.txt to determine how the superseded data were derived.
 HY0705
 HY0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC829253(NAD 83)
 HY0705_MARKER: DB = BENCH MARK DISK
 HY0705_SETTING: 66 = SET IN ROCK OUTCROP
 HY0705_SP_SET: ROCK CUT
 HY0705_STAMPING: M 148 1957
 HY0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0705+STABILITY: POSITION/ELEVATION WELL
 HY0705
 HY0705  HISTORY     - Date     Condition        Report By
 HY0705  HISTORY     - 1957     MONUMENTED       CGS
 HY0705
 HY0705                          STATION DESCRIPTION
 HY0705
 HY0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0705'2.9 MI E FROM EAST LYNN.
 HY0705'ABOUT 2.9 MILES EAST ALONG BLACK-TOP ROAD FROM STATE HIGHWAY
 HY0705'37 BRIDGE OVER TWELVEPOLE CREEK AT EAST LYNN, ABOUT 0.1
 HY0705'MILE WEST OF A CHURCH AND SCHOOL, AT A BORROW PIT IN HILL
 HY0705'SIDE, SET VERTICALLY IN THE SOUTH FACE OF ROCK PART OF CUT,
 HY0705'48 FEET NORTH OF CENTER LINE OF ROAD, 48 FEET SOUTH OF SOUTH
 HY0705'EDGE OF COAL MINE, 2 FEET ABOVE GROUND AND ABOUT 3 1/2 FEET
 HY0705'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0716 ***********************************************************************
 HY0716  DESIGNATION -  M 149
 HY0716  PID         -  HY0716
 HY0716  STATE/COUNTY-  WV/WAYNE
 HY0716  USGS QUAD   -  RADNOR (1989)
 HY0716
 HY0716                         *CURRENT SURVEY CONTROL
 HY0716  ___________________________________________________________________
 HY0716* NAD 83(1986)-  38 04 43.     (N)    082 26 15.     (W)     SCALED    
 HY0716* NAVD 88     -       201.790  (meters)     662.04   (feet)  ADJUSTED  
 HY0716  ___________________________________________________________________
 HY0716  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HY0716  DYNAMIC HT  -         201.646 (meters)     661.57  (feet)  COMP
 HY0716  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 HY0716
 HY0716  VERT ORDER  -  SECOND    CLASS 0
 HY0716
 HY0716.The horizontal coordinates were scaled from a topographic map and have
 HY0716.an estimated accuracy of +/- 6 seconds.
 HY0716
 HY0716.The orthometric height was determined by differential leveling
 HY0716.and adjusted by the National Geodetic Survey in June 1991..
 HY0716
 HY0716.The geoid height was determined by GEOID03.
 HY0716
 HY0716.The dynamic height is computed by dividing the NAVD 88
 HY0716.geopotential number by the normal gravity value computed on the
 HY0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0716.degrees latitude (g = 980.6199 gals.).
 HY0716
 HY0716.The modeled gravity was interpolated from observed gravity values.
 HY0716
 HY0716;                    North         East    Units  Estimated Accuracy
 HY0716;SPC WV S     -   120,690.      473,890.      MT  (+/- 180 meters Scaled)
 HY0716
 HY0716                          SUPERSEDED SURVEY CONTROL
 HY0716
 HY0716  NGVD 29 (??/??/92)  202.004  (m)          662.74   (f) ADJ UNCH    2 0
 HY0716
 HY0716.Superseded values are not recommended for survey control.
 HY0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0716.See file dsdata.txt to determine how the superseded data were derived.
 HY0716
 HY0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC739155(NAD 83)
 HY0716_MARKER: DB = BENCH MARK DISK
 HY0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0716_SP_SET: BRIDGE
 HY0716_STAMPING: M 149 1957
 HY0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0716
 HY0716  HISTORY     - Date     Condition        Report By
 HY0716  HISTORY     - 1957     MONUMENTED       CGS
 HY0716
 HY0716                          STATION DESCRIPTION
 HY0716
 HY0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0716'5.1 MI N FROM DUNLOW.
 HY0716'ABOUT 5.1 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0716'DUNLOW, ABOUT 0.3 MILE NORTH OF JUNCTION OF FERGUSON CREEK ROAD,
 HY0716'ABOUT 144 YARDS NORTHWEST OF JUNCTION OF A SIDE ROAD NORTHEAST,
 HY0716'IN THE TOP OF THE NORTHWEST END OF NORTHEAST CONCRETE HEAD WALL
 HY0716'OF A 12-FOOT CONCRETE AND STONE BRIDGE OVER A SMALL CREEK,
 HY0716'16 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 195 FEET
 HY0716'NORTHWEST OF WEST CORNER OF SILVER STAR TAVERN, 1 FOOT SOUTHEAST
 HY0716'OF NORTHWEST END OF HEAD WALL AND 2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0052 ***********************************************************************
 HX0052  DESIGNATION -  M 15
 HX0052  PID         -  HX0052
 HX0052  STATE/COUNTY-  WV/RANDOLPH
 HX0052  USGS QUAD   -  VALLEY HEAD (1995)
 HX0052
 HX0052                         *CURRENT SURVEY CONTROL
 HX0052  ___________________________________________________________________
 HX0052* NAD 83(1986)-  38 33 20.     (N)    080 02 00.     (W)     SCALED    
 HX0052* NAVD 88     -       720.817  (meters)    2364.88   (feet)  ADJUSTED  
 HX0052  ___________________________________________________________________
 HX0052  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HX0052  DYNAMIC HT  -         720.259 (meters)    2363.05  (feet)  COMP
 HX0052  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 HX0052
 HX0052  VERT ORDER  -  SECOND    CLASS 0
 HX0052
 HX0052.The horizontal coordinates were scaled from a topographic map and have
 HX0052.an estimated accuracy of +/- 6 seconds.
 HX0052
 HX0052.The orthometric height was determined by differential leveling
 HX0052.and adjusted by the National Geodetic Survey in June 1991..
 HX0052.WARNING-Repeat measurements at this control monument indicate possible
 HX0052.vertical movement.
 HX0052
 HX0052.The geoid height was determined by GEOID03.
 HX0052
 HX0052.The dynamic height is computed by dividing the NAVD 88
 HX0052.geopotential number by the normal gravity value computed on the
 HX0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0052.degrees latitude (g = 980.6199 gals.).
 HX0052
 HX0052.The modeled gravity was interpolated from observed gravity values.
 HX0052
 HX0052;                    North         East    Units  Estimated Accuracy
 HX0052;SPC WV S     -   173,090.      684,250.      MT  (+/- 180 meters Scaled)
 HX0052
 HX0052                          SUPERSEDED SURVEY CONTROL
 HX0052
 HX0052  NGVD 29 (??/??/92)  720.942  (m)         2365.29   (f) ADJ UNCH    2 0
 HX0052
 HX0052.Superseded values are not recommended for survey control.
 HX0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0052.See file dsdata.txt to determine how the superseded data were derived.
 HX0052
 HX0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC842679(NAD 83)
 HX0052_MARKER: DB = BENCH MARK DISK
 HX0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0052_STAMPING: M 15 1934
 HX0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0052+STABILITY: SURFACE MOTION
 HX0052
 HX0052  HISTORY     - Date     Condition        Report By
 HX0052  HISTORY     - 1934     MONUMENTED       CGS
 HX0052  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0052
 HX0052                          STATION DESCRIPTION
 HX0052
 HX0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0052'AT VALLEY HEAD.
 HX0052'AT VALLEY HEAD, ON U.S. HIGHWAY 219, 31 YARDS NORTHEAST OF THE
 HX0052'SAMARITAN INN, 30 YARDS NORTHEAST OF THE STATE HIGHWAY STORAGE
 HX0052'YARD AND REPAIR SHOP, AND 9 YARDS EAST OF THE CENTERLINE OF THE
 HX0052'HIGHWAY.  A STANDARD DISK, STAMPED M 15 1934 AND SET IN THE
 HX0052'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0728 ***********************************************************************
 HY0728  DESIGNATION -  M 150
 HY0728  PID         -  HY0728
 HY0728  STATE/COUNTY-  WV/WAYNE
 HY0728  USGS QUAD   -  RADNOR (1989)
 HY0728
 HY0728                         *CURRENT SURVEY CONTROL
 HY0728  ___________________________________________________________________
 HY0728* NAD 83(1986)-  38 00 43.     (N)    082 29 51.     (W)     SCALED    
 HY0728* NAVD 88     -       171.659  (meters)     563.18   (feet)  ADJUSTED  
 HY0728  ___________________________________________________________________
 HY0728  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HY0728  DYNAMIC HT  -         171.536 (meters)     562.78  (feet)  COMP
 HY0728  MODELED GRAV-     979,912.4   (mgal)                       NAVD 88
 HY0728
 HY0728  VERT ORDER  -  SECOND    CLASS 0
 HY0728
 HY0728.The horizontal coordinates were scaled from a topographic map and have
 HY0728.an estimated accuracy of +/- 6 seconds.
 HY0728
 HY0728.The orthometric height was determined by differential leveling
 HY0728.and adjusted by the National Geodetic Survey in June 1991..
 HY0728
 HY0728.The geoid height was determined by GEOID03.
 HY0728
 HY0728.The dynamic height is computed by dividing the NAVD 88
 HY0728.geopotential number by the normal gravity value computed on the
 HY0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0728.degrees latitude (g = 980.6199 gals.).
 HY0728
 HY0728.The modeled gravity was interpolated from observed gravity values.
 HY0728
 HY0728;                    North         East    Units  Estimated Accuracy
 HY0728;SPC WV S     -   113,380.      468,510.      MT  (+/- 180 meters Scaled)
 HY0728
 HY0728                          SUPERSEDED SURVEY CONTROL
 HY0728
 HY0728  NGVD 29 (??/??/92)  171.883  (m)          563.92   (f) ADJ UNCH    2 0
 HY0728
 HY0728.Superseded values are not recommended for survey control.
 HY0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0728.See file dsdata.txt to determine how the superseded data were derived.
 HY0728
 HY0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC685081(NAD 83)
 HY0728_MARKER: DB = BENCH MARK DISK
 HY0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0728_STAMPING: M 150 1957
 HY0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0728+STABILITY: SURFACE MOTION
 HY0728
 HY0728  HISTORY     - Date     Condition        Report By
 HY0728  HISTORY     - 1957     MONUMENTED       CGS
 HY0728
 HY0728                          STATION DESCRIPTION
 HY0728
 HY0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0728'1.6 MI E FROM GLENHAYES.
 HY0728'ABOUT 1.55 MILES SOUTHEAST AND NORTHEAST ALONG A GRAVEL AND DIRT
 HY0728'ROAD FOLLOWING LOST CREEK FROM THE SCHOOL AT GLENHAYES, ABOUT
 HY0728'0.55 MILE EAST OF JUNCTION OF A ROAD SOUTHEAST, BETWEEN A
 HY0728'1 1/2-STORY FRAME HOUSE AND A BARN BOTH BEING NORTH OF ROAD,
 HY0728'AT THE JUNCTION OF A DRIVE SOUTHEAST TO A PASTURE, 30 FEET SOUTH
 HY0728'OF CENTER LINE OF ROAD, 158 FEET SOUTHWEST OF CENTER OF JUNCTION
 HY0728'OF DRIVE TO HOUSE, 112 FEET SOUTHEAST OF CENTER OF JUNCTION OF
 HY0728'DRIVE TO BARN, 12 FEET SOUTHWEST OF CENTER LINE OF DRIVE TO
 HY0728'PASTURE, 1 1/2 FEET NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A
 HY0728'CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 HY0728'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2189 ***********************************************************************
 HX2189  DESIGNATION -  M 151
 HX2189  PID         -  HX2189
 HX2189  STATE/COUNTY-  WV/LINCOLN
 HX2189  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2189
 HX2189                         *CURRENT SURVEY CONTROL
 HX2189  ___________________________________________________________________
 HX2189* NAD 83(1986)-  38 12 56.     (N)    081 57 50.     (W)     SCALED    
 HX2189* NAVD 88     -       218.252  (meters)     716.05   (feet)  ADJUSTED  
 HX2189  ___________________________________________________________________
 HX2189  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HX2189  DYNAMIC HT  -         218.097 (meters)     715.54  (feet)  COMP
 HX2189  MODELED GRAV-     979,913.8   (mgal)                       NAVD 88
 HX2189
 HX2189  VERT ORDER  -  SECOND    CLASS 0
 HX2189
 HX2189.The horizontal coordinates were scaled from a topographic map and have
 HX2189.an estimated accuracy of +/- 6 seconds.
 HX2189
 HX2189.The orthometric height was determined by differential leveling
 HX2189.and adjusted by the National Geodetic Survey in June 1991..
 HX2189
 HX2189.The geoid height was determined by GEOID03.
 HX2189
 HX2189.The dynamic height is computed by dividing the NAVD 88
 HX2189.geopotential number by the normal gravity value computed on the
 HX2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2189.degrees latitude (g = 980.6199 gals.).
 HX2189
 HX2189.The modeled gravity was interpolated from observed gravity values.
 HX2189
 HX2189;                    North         East    Units  Estimated Accuracy
 HX2189;SPC WV S     -   135,350.      515,600.      MT  (+/- 180 meters Scaled)
 HX2189
 HX2189                          SUPERSEDED SURVEY CONTROL
 HX2189
 HX2189  NGVD 29 (??/??/92)  218.462  (m)          716.74   (f) ADJ UNCH    2 0
 HX2189
 HX2189.Superseded values are not recommended for survey control.
 HX2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2189.See file dsdata.txt to determine how the superseded data were derived.
 HX2189
 HX2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC156301(NAD 83)
 HX2189_MARKER: DB = BENCH MARK DISK
 HX2189_SETTING: 66 = SET IN ROCK OUTCROP
 HX2189_SP_SET: ROCK CUT
 HX2189_STAMPING: M 151 1957
 HX2189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2189+STABILITY: POSITION/ELEVATION WELL
 HX2189
 HX2189  HISTORY     - Date     Condition        Report By
 HX2189  HISTORY     - 1957     MONUMENTED       CGS
 HX2189
 HX2189                          STATION DESCRIPTION
 HX2189
 HX2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2189'2 M SE FROM GRIFFITHSVILLE.
 HX2189'ABOUT 2.95 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE HIGH
 HX2189'SCHOOL AT GRIFFITHSVILLE, 95 YARDS NORTHWEST OF THE TOP OF THE
 HX2189'GRADE, 63 FEET NORTH OF AND ACROSS THE ROAD FROM POLE NUMBER
 HX2189'2826-37, 41 FEET NORTH OF THE JUNCTION OF THE ROAD LEADING SOUTH
 HX2189'TO A WOODEN SCHOOL, 14 YARDS SOUTHEAST OF THE NORTHWEST END OF
 HX2189'CUT, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET VERTICALLY
 HX2189'IN THE SOUTHWEST FACE OF ROCK IN A CUT, ABOUT 4 FEET ABOVE THE LEVEL
 HX2189'OF THE DITCH AND 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0572 ***********************************************************************
 HY0572  DESIGNATION -  M 152
 HY0572  PID         -  HY0572
 HY0572  STATE/COUNTY-  WV/LINCOLN
 HY0572  USGS QUAD   -  HAGER (1962)
 HY0572
 HY0572                         *CURRENT SURVEY CONTROL
 HY0572  ___________________________________________________________________
 HY0572* NAD 83(1986)-  38 11 13.     (N)    082 05 25.     (W)     SCALED    
 HY0572* NAVD 88     -       210.208  (meters)     689.66   (feet)  ADJUSTED  
 HY0572  ___________________________________________________________________
 HY0572  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HY0572  DYNAMIC HT  -         210.058 (meters)     689.17  (feet)  COMP
 HY0572  MODELED GRAV-     979,911.5   (mgal)                       NAVD 88
 HY0572
 HY0572  VERT ORDER  -  SECOND    CLASS 0
 HY0572
 HY0572.The horizontal coordinates were scaled from a topographic map and have
 HY0572.an estimated accuracy of +/- 6 seconds.
 HY0572
 HY0572.The orthometric height was determined by differential leveling
 HY0572.and adjusted by the National Geodetic Survey in June 1991..
 HY0572
 HY0572.The geoid height was determined by GEOID03.
 HY0572
 HY0572.The dynamic height is computed by dividing the NAVD 88
 HY0572.geopotential number by the normal gravity value computed on the
 HY0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0572.degrees latitude (g = 980.6199 gals.).
 HY0572
 HY0572.The modeled gravity was interpolated from observed gravity values.
 HY0572
 HY0572;                    North         East    Units  Estimated Accuracy
 HY0572;SPC WV S     -   132,300.      504,490.      MT  (+/- 180 meters Scaled)
 HY0572
 HY0572                          SUPERSEDED SURVEY CONTROL
 HY0572
 HY0572  NGVD 29 (??/??/92)  210.417  (m)          690.34   (f) ADJ UNCH    2 0
 HY0572
 HY0572.Superseded values are not recommended for survey control.
 HY0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0572.See file dsdata.txt to determine how the superseded data were derived.
 HY0572
 HY0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC045271(NAD 83)
 HY0572_MARKER: DB = BENCH MARK DISK
 HY0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0572_SP_SET: CULVERT
 HY0572_STAMPING: M 152 1957
 HY0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0572
 HY0572  HISTORY     - Date     Condition        Report By
 HY0572  HISTORY     - 1957     MONUMENTED       CGS
 HY0572
 HY0572                          STATION DESCRIPTION
 HY0572
 HY0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0572'6 MI ENE FROM MIDKIFF.
 HY0572'ABOUT 5.3 MILE EAST NORTHEAST ALONG A GRAVEL ROAD FROM THE
 HY0572'CHESAPEAKE AND OHIO RAILWAY STATION AT MIDKIFF, THENCE 0.75
 HY0572'MILE SOUTHEAST ALONG BLACKTOP ROAD, 0.2 MILE NORTHWEST OF BRIDGE
 HY0572'JUNCTION OF ROAD LEADING SOUTH INTO BIG CREEK, 154 YARDS WEST
 HY0572'OF THE JUNCTION OF ROAD LEADING NORTHEAST TO POST OFFICE AND
 HY0572'STORE AT SIAS, 109 YARDS WEST OF 18-INCH CONCRETE PIPE CULVERT
 HY0572'UNDER BLACKTOP ROAD, 50 YARDS WEST OF THE GATE TO A ONE ROOM
 HY0572'HOUSE WITH ARTIFICIAL BRICK SIDING, 24.5 FEET NORTH OF THE CENTER
 HY0572'LINE OF BLACKTOP ROAD, SET VERTICALLY IN THE SOUTH FACE OF ROCK
 HY0572'CUT AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2197 ***********************************************************************
 HX2197  DESIGNATION -  M 153
 HX2197  PID         -  HX2197
 HX2197  STATE/COUNTY-  WV/LINCOLN
 HX2197  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2197
 HX2197                         *CURRENT SURVEY CONTROL
 HX2197  ___________________________________________________________________
 HX2197* NAD 83(1986)-  38 08 45.     (N)    081 56 21.     (W)     SCALED    
 HX2197* NAVD 88     -       269.036  (meters)     882.66   (feet)  ADJUSTED  
 HX2197  ___________________________________________________________________
 HX2197  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HX2197  DYNAMIC HT  -         268.844 (meters)     882.03  (feet)  COMP
 HX2197  MODELED GRAV-     979,906.1   (mgal)                       NAVD 88
 HX2197
 HX2197  VERT ORDER  -  SECOND    CLASS 0
 HX2197
 HX2197.The horizontal coordinates were scaled from a topographic map and have
 HX2197.an estimated accuracy of +/- 6 seconds.
 HX2197
 HX2197.The orthometric height was determined by differential leveling
 HX2197.and adjusted by the National Geodetic Survey in June 1991..
 HX2197
 HX2197.The geoid height was determined by GEOID03.
 HX2197
 HX2197.The dynamic height is computed by dividing the NAVD 88
 HX2197.geopotential number by the normal gravity value computed on the
 HX2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2197.degrees latitude (g = 980.6199 gals.).
 HX2197
 HX2197.The modeled gravity was interpolated from observed gravity values.
 HX2197
 HX2197;                    North         East    Units  Estimated Accuracy
 HX2197;SPC WV S     -   127,590.      517,680.      MT  (+/- 180 meters Scaled)
 HX2197
 HX2197                          SUPERSEDED SURVEY CONTROL
 HX2197
 HX2197  NGVD 29 (??/??/92)  269.245  (m)          883.35   (f) ADJ UNCH    2 0
 HX2197
 HX2197.Superseded values are not recommended for survey control.
 HX2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2197.See file dsdata.txt to determine how the superseded data were derived.
 HX2197
 HX2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC177224(NAD 83)
 HX2197_MARKER: DB = BENCH MARK DISK
 HX2197_SETTING: 66 = SET IN ROCK OUTCROP
 HX2197_SP_SET: ROCK CUT
 HX2197_STAMPING: M 153 1957
 HX2197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2197+STABILITY: POSITION/ELEVATION WELL
 HX2197
 HX2197  HISTORY     - Date     Condition        Report By
 HX2197  HISTORY     - 1957     MONUMENTED       CGS
 HX2197
 HX2197                          STATION DESCRIPTION
 HX2197
 HX2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2197'1.8 MI SW FROM ALKOL.
 HX2197'ABOUT 1.75 MILE SOUTHWEST ALONG BLACKTOP ROAD FROM THE POST
 HX2197'OFFICE AT ALKOL, 39 YARDS NORTH OF THE SOUTH END OF ROCK CUT,
 HX2197'120 FEET NORTH OF THE EAST END OF A 24-INCH CONCRETE PIPE CULVERT
 HX2197'UNDER THE ROAD, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, SET
 HX2197'VERTICALLY IN THE WEST FACE OF A 12 FOOT HIGH ROCK CUT, ABOUT
 HX2197'1 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 2 FEET ABOVE THE
 HX2197'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0537 ***********************************************************************
 HY0537  DESIGNATION -  M 154
 HY0537  PID         -  HY0537
 HY0537  STATE/COUNTY-  WV/LINCOLN
 HY0537  USGS QUAD   -  BIG CREEK (1962)
 HY0537
 HY0537                         *CURRENT SURVEY CONTROL
 HY0537  ___________________________________________________________________
 HY0537* NAD 83(1986)-  38 06 51.     (N)    082 05 26.     (W)     SCALED    
 HY0537* NAVD 88     -       346.353  (meters)    1136.33   (feet)  ADJUSTED  
 HY0537  ___________________________________________________________________
 HY0537  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HY0537  DYNAMIC HT  -         346.106 (meters)    1135.52  (feet)  COMP
 HY0537  MODELED GRAV-     979,906.0   (mgal)                       NAVD 88
 HY0537
 HY0537  VERT ORDER  -  SECOND    CLASS 0
 HY0537
 HY0537.The horizontal coordinates were scaled from a topographic map and have
 HY0537.an estimated accuracy of +/- 6 seconds.
 HY0537
 HY0537.The orthometric height was determined by differential leveling
 HY0537.and adjusted by the National Geodetic Survey in June 1991..
 HY0537
 HY0537.The geoid height was determined by GEOID03.
 HY0537
 HY0537.The dynamic height is computed by dividing the NAVD 88
 HY0537.geopotential number by the normal gravity value computed on the
 HY0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0537.degrees latitude (g = 980.6199 gals.).
 HY0537
 HY0537.The modeled gravity was interpolated from observed gravity values.
 HY0537
 HY0537;                    North         East    Units  Estimated Accuracy
 HY0537;SPC WV S     -   124,220.      504,370.      MT  (+/- 180 meters Scaled)
 HY0537
 HY0537                          SUPERSEDED SURVEY CONTROL
 HY0537
 HY0537  NGVD 29 (??/??/92)  346.566  (m)         1137.03   (f) ADJ UNCH    2 0
 HY0537
 HY0537.Superseded values are not recommended for survey control.
 HY0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0537.See file dsdata.txt to determine how the superseded data were derived.
 HY0537
 HY0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC043190(NAD 83)
 HY0537_MARKER: DB = BENCH MARK DISK
 HY0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0537_STAMPING: M 154 1957
 HY0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0537+STABILITY: SURFACE MOTION
 HY0537
 HY0537  HISTORY     - Date     Condition        Report By
 HY0537  HISTORY     - 1957     MONUMENTED       CGS
 HY0537
 HY0537                          STATION DESCRIPTION
 HY0537
 HY0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0537'4.6 MI SE FROM SPURLOCKVILLE.
 HY0537'ABOUT 0.2 MILE SOUTHEAST ALONG GRAVEL ROAD FROM THE SCHOOL AT
 HY0537'SPURLOCKVILLE, THENCE 4.35 MILE SOUTHWEST ALONG DIRT ROAD, ABOUT
 HY0537'0.1 MILE SOUTH ALONG DIRT ROAD FROM THE CHESAPEAKE AND OHIO
 HY0537'RAILWAY STATION AT LATTIN, THENCE 3.1 MILE NORTHEAST ALONG
 HY0537'DIRT ROAD, 52 FEET EAST OF A LOW FORKED 36-INCH RED OAK TREE,
 HY0537'113 FEET EAST OF THE SOUTHEAST CORNER OF ARTIFICIAL RED BRICK
 HY0537'CHURCH, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD AND AT THE
 HY0537'TOP OF THE RIDGE, 2 FEET SOUTHEAST OF A CONCRETE WITNESS POST,
 HY0537'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, ABOUT
 HY0537'3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0380 ***********************************************************************
 GY0380  DESIGNATION -  M 155
 GY0380  PID         -  GY0380
 GY0380  STATE/COUNTY-  WV/LOGAN
 GY0380  USGS QUAD   -  TRACE (1976)
 GY0380
 GY0380                         *CURRENT SURVEY CONTROL
 GY0380  ___________________________________________________________________
 GY0380* NAD 83(1986)-  37 57 44.     (N)    082 08 28.     (W)     SCALED    
 GY0380* NAVD 88     -       201.527  (meters)     661.18   (feet)  ADJUSTED  
 GY0380  ___________________________________________________________________
 GY0380  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GY0380  DYNAMIC HT  -         201.379 (meters)     660.69  (feet)  COMP
 GY0380  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 GY0380
 GY0380  VERT ORDER  -  SECOND    CLASS 0
 GY0380
 GY0380.The horizontal coordinates were scaled from a topographic map and have
 GY0380.an estimated accuracy of +/- 6 seconds.
 GY0380
 GY0380.The orthometric height was determined by differential leveling
 GY0380.and adjusted by the National Geodetic Survey in June 1991..
 GY0380
 GY0380.The geoid height was determined by GEOID03.
 GY0380
 GY0380.The dynamic height is computed by dividing the NAVD 88
 GY0380.geopotential number by the normal gravity value computed on the
 GY0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0380.degrees latitude (g = 980.6199 gals.).
 GY0380
 GY0380.The modeled gravity was interpolated from observed gravity values.
 GY0380
 GY0380;                    North         East    Units  Estimated Accuracy
 GY0380;SPC WV S     -   107,410.      499,730.      MT  (+/- 180 meters Scaled)
 GY0380
 GY0380                          SUPERSEDED SURVEY CONTROL
 GY0380
 GY0380  NGVD 29 (??/??/92)  201.740  (m)          661.88   (f) ADJ UNCH    2 0
 GY0380
 GY0380.Superseded values are not recommended for survey control.
 GY0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0380.See file dsdata.txt to determine how the superseded data were derived.
 GY0380
 GY0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC997022(NAD 83)
 GY0380_MARKER: DB = BENCH MARK DISK
 GY0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0380_SP_SET: CULVERT
 GY0380_STAMPING: M 155 1957
 GY0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0380
 GY0380  HISTORY     - Date     Condition        Report By
 GY0380  HISTORY     - 1957     MONUMENTED       CGS
 GY0380
 GY0380                          STATION DESCRIPTION
 GY0380
 GY0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0380'6 MI S FROM HART.
 GY0380'ABOUT 6.0 MILES SOUTH ALONG HART CREEK ROAD FROM THE HIGH
 GY0380'SCHOOL AT HART, ABOUT 0.15 MILE SOUTH OF JUNCTION OF A ROAD
 GY0380'LEADING SOUTHEAST INTO BUCK FORK, IN THE TOP OF THE NORTH END
 GY0380'OF THE EAST CONCRETE HEADWALL OF A 60-INCH PIPE CULVERT WITH
 GY0380'CONCRETE WING WALLS, 22 FEET EAST OF CENTER LINE OF ROAD, AND
 GY0380'ABOUT 6 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0611 ***********************************************************************
 HY0611  DESIGNATION -  M 156
 HY0611  PID         -  HY0611
 HY0611  STATE/COUNTY-  WV/LINCOLN
 HY0611  USGS QUAD   -  WEST HAMLIN (1989)
 HY0611
 HY0611                         *CURRENT SURVEY CONTROL
 HY0611  ___________________________________________________________________
 HY0611* NAD 83(1986)-  38 16 59.     (N)    082 09 57.     (W)     SCALED    
 HY0611* NAVD 88     -       207.715  (meters)     681.48   (feet)  ADJUSTED  
 HY0611  ___________________________________________________________________
 HY0611  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HY0611  DYNAMIC HT  -         207.570 (meters)     681.00  (feet)  COMP
 HY0611  MODELED GRAV-     979,925.3   (mgal)                       NAVD 88
 HY0611
 HY0611  VERT ORDER  -  SECOND    CLASS 0
 HY0611
 HY0611.The horizontal coordinates were scaled from a topographic map and have
 HY0611.an estimated accuracy of +/- 6 seconds.
 HY0611
 HY0611.The orthometric height was determined by differential leveling
 HY0611.and adjusted by the National Geodetic Survey in June 1991..
 HY0611
 HY0611.The geoid height was determined by GEOID03.
 HY0611
 HY0611.The dynamic height is computed by dividing the NAVD 88
 HY0611.geopotential number by the normal gravity value computed on the
 HY0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0611.degrees latitude (g = 980.6199 gals.).
 HY0611
 HY0611.The modeled gravity was interpolated from observed gravity values.
 HY0611
 HY0611;                    North         East    Units  Estimated Accuracy
 HY0611;SPC WV S     -   143,050.      498,010.      MT  (+/- 180 meters Scaled)
 HY0611
 HY0611                          SUPERSEDED SURVEY CONTROL
 HY0611
 HY0611  NGVD 29 (??/??/92)  207.916  (m)          682.14   (f) ADJ UNCH    2 0
 HY0611
 HY0611.Superseded values are not recommended for survey control.
 HY0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0611.See file dsdata.txt to determine how the superseded data were derived.
 HY0611
 HY0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC980378(NAD 83)
 HY0611_MARKER: DB = BENCH MARK DISK
 HY0611_SETTING: 66 = SET IN ROCK OUTCROP
 HY0611_SP_SET: ROCK CUT
 HY0611_STAMPING: M 156 1957
 HY0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0611+STABILITY: POSITION/ELEVATION WELL
 HY0611
 HY0611  HISTORY     - Date     Condition        Report By
 HY0611  HISTORY     - 1957     MONUMENTED       CGS
 HY0611
 HY0611                          STATION DESCRIPTION
 HY0611
 HY0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0611'1.6 MI E FROM WEST HAMLIN.
 HY0611'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 HY0611'STATE HIGHWAY 10 AT WEST HAMLIN, 92 YARDS SOUTHEAST AND UPHILL
 HY0611'FROM A 6-FOOT CONCRETE CULVERT FOR TWOMILE CREEK, 26 YARDS
 HY0611'SOUTHEAST OF SIGN WEST HAMLIN, 22 1/2 FEET NORTHEAST OF CENTER LINE
 HY0611'OF HIGHWAY, 37 FEET EAST OF CENTER OF JUNCTION OF HIGHWAY AND A
 HY0611'DRIVE SOUTH-SOUTHEAST AND DOWNHILL TO HOUSES, SET VERTICALLY
 HY0611'IN THE SOUTH FACE OF ROCK IN A CUT AND 2 FEET ABOVE LEVEL OF
 HY0611'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2510 ***********************************************************************
 GX2510  DESIGNATION -  M 157
 GX2510  PID         -  GX2510
 GX2510  STATE/COUNTY-  WV/LOGAN
 GX2510  USGS QUAD   -  HENLAWSON (1976)
 GX2510
 GX2510                         *CURRENT SURVEY CONTROL
 GX2510  ___________________________________________________________________
 GX2510* NAD 83(1986)-  37 56 07.     (N)    081 57 23.     (W)     SCALED    
 GX2510* NAVD 88     -       227.257  (meters)     745.59   (feet)  ADJUSTED  
 GX2510  ___________________________________________________________________
 GX2510  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GX2510  DYNAMIC HT  -         227.091 (meters)     745.05  (feet)  COMP
 GX2510  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 GX2510
 GX2510  VERT ORDER  -  SECOND    CLASS 0
 GX2510
 GX2510.The horizontal coordinates were scaled from a topographic map and have
 GX2510.an estimated accuracy of +/- 6 seconds.
 GX2510
 GX2510.The orthometric height was determined by differential leveling
 GX2510.and adjusted by the National Geodetic Survey in June 1991..
 GX2510
 GX2510.The geoid height was determined by GEOID03.
 GX2510
 GX2510.The dynamic height is computed by dividing the NAVD 88
 GX2510.geopotential number by the normal gravity value computed on the
 GX2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2510.degrees latitude (g = 980.6199 gals.).
 GX2510
 GX2510.The modeled gravity was interpolated from observed gravity values.
 GX2510
 GX2510;                    North         East    Units  Estimated Accuracy
 GX2510;SPC WV S     -   104,240.      515,930.      MT  (+/- 180 meters Scaled)
 GX2510
 GX2510                          SUPERSEDED SURVEY CONTROL
 GX2510
 GX2510  NGVD 29 (??/??/92)  227.466  (m)          746.28   (f) ADJ UNCH    2 0
 GX2510
 GX2510.Superseded values are not recommended for survey control.
 GX2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2510.See file dsdata.txt to determine how the superseded data were derived.
 GX2510
 GX2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB159990(NAD 83)
 GX2510_MARKER: DB = BENCH MARK DISK
 GX2510_SETTING: 66 = SET IN ROCK OUTCROP
 GX2510_SP_SET: CUT
 GX2510_STAMPING: M 157 1957
 GX2510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2510+STABILITY: POSITION/ELEVATION WELL
 GX2510
 GX2510  HISTORY     - Date     Condition        Report By
 GX2510  HISTORY     - 1957     MONUMENTED       CGS
 GX2510
 GX2510                          STATION DESCRIPTION
 GX2510
 GX2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2510'1.6 MI NE FROM PECKS MILL.
 GX2510'ABOUT 1.6 MILE NORTHEAST ALONG HEWETT ROAD (BLACKTOP) FROM ITS
 GX2510'JUNCTION WITH STATE HIGHWAY 10 AT PECKS MILL, ABOUT DIRECTLY
 GX2510'ACROSS THE ROAD FROM THE MILL CREEK SCHOOL AND ABOUT 3 1/2
 GX2510'FEET WEST OF THE EXTENSION OF THE WEST FACE OF THE SCHOOL, 28
 GX2510'FEET NORTH OF THE CENTERLINE OF THE ROAD, SET VERTICALLY IN THE
 GX2510'SOUTHEAST FACE OF A 3 1/2-FOOT HIGH ROCK AT THE BOTTOM OF A ROCK
 GX2510'CUT, ABOUT 1 1/2 FEET ABOVE THE GROUND AND 3 1/2 FEET ABOVE THE
 GX2510'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0215 ***********************************************************************
 GY0215  DESIGNATION -  M 158
 GY0215  PID         -  GY0215
 GY0215  STATE/COUNTY-  WV/MINGO
 GY0215  USGS QUAD   -  WILSONDALE (1981)
 GY0215
 GY0215                         *CURRENT SURVEY CONTROL
 GY0215  ___________________________________________________________________
 GY0215* NAD 83(1986)-  37 56 13.     (N)    082 16 28.     (W)     SCALED    
 GY0215* NAVD 88     -       246.435  (meters)     808.51   (feet)  ADJUSTED  
 GY0215  ___________________________________________________________________
 GY0215  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GY0215  DYNAMIC HT  -         246.254 (meters)     807.92  (feet)  COMP
 GY0215  MODELED GRAV-     979,888.6   (mgal)                       NAVD 88
 GY0215
 GY0215  VERT ORDER  -  SECOND    CLASS 0
 GY0215
 GY0215.The horizontal coordinates were scaled from a topographic map and have
 GY0215.an estimated accuracy of +/- 6 seconds.
 GY0215
 GY0215.The orthometric height was determined by differential leveling
 GY0215.and adjusted by the National Geodetic Survey in June 1991..
 GY0215
 GY0215.The geoid height was determined by GEOID03.
 GY0215
 GY0215.The dynamic height is computed by dividing the NAVD 88
 GY0215.geopotential number by the normal gravity value computed on the
 GY0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0215.degrees latitude (g = 980.6199 gals.).
 GY0215
 GY0215.The modeled gravity was interpolated from observed gravity values.
 GY0215
 GY0215;                    North         East    Units  Estimated Accuracy
 GY0215;SPC WV S     -   104,760.      487,980.      MT  (+/- 180 meters Scaled)
 GY0215
 GY0215                          SUPERSEDED SURVEY CONTROL
 GY0215
 GY0215  NGVD 29 (??/??/92)  246.648  (m)          809.21   (f) ADJ UNCH    2 0
 GY0215
 GY0215.Superseded values are not recommended for survey control.
 GY0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0215.See file dsdata.txt to determine how the superseded data were derived.
 GY0215
 GY0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB880995(NAD 83)
 GY0215_MARKER: DB = BENCH MARK DISK
 GY0215_SETTING: 66 = SET IN ROCK OUTCROP
 GY0215_SP_SET: ROCK CUT
 GY0215_STAMPING: M 158 1957
 GY0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0215+STABILITY: POSITION/ELEVATION WELL
 GY0215
 GY0215  HISTORY     - Date     Condition        Report By
 GY0215  HISTORY     - 1957     MONUMENTED       CGS
 GY0215
 GY0215                          STATION DESCRIPTION
 GY0215
 GY0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0215'0.9 MI NW FROM BREEDEN.
 GY0215'ABOUT 0.9 MILE NORTHWEST ALONG A GRAVEL ROAD FOLLOWING OLD
 GY0215'GRADE OF NORFOLK AND WESTERN RAILWAY FROM JUNCTION OF ROAD
 GY0215'SOUTHWEST AT BREEDEN, ABOUT 0.3 MILE SOUTHEAST OF THE 6TH BRIDGE
 GY0215'SOUTHEAST OF THE POST OFFICE AT WILSONDALE, ABOUT 0.4 MILE
 GY0215'NORTHWEST OF THE 7TH BRIDGE SOUTHEAST OF WILSONDALE, ABOUT 87
 GY0215'YARDS SOUTHEAST OF A ROAD LEADING NORTHEAST, ABOUT 250 YARDS
 GY0215'NORTH AND ACROSS ROAD FROM A BRICK SCHOOL BUILDING, SET VERTICALLY
 GY0215'IN THE SOUTHWEST FACE OF A ROCK CUT, 24 FEET NORTHEAST OF CENTER
 GY0215'LINE OF ROAD, 144 FEET SOUTHEAST OF NORTHWEST END OF CUT AND
 GY0215'ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0768 ***********************************************************************
 HY0768  DESIGNATION -  M 159
 HY0768  PID         -  HY0768
 HY0768  STATE/COUNTY-  WV/WAYNE
 HY0768  USGS QUAD   -  RADNOR (1989)
 HY0768
 HY0768                         *CURRENT SURVEY CONTROL
 HY0768  ___________________________________________________________________
 HY0768* NAD 83(1986)-  38 05 30.     (N)    082 24 07.     (W)     SCALED    
 HY0768* NAVD 88     -       232.163  (meters)     761.69   (feet)  ADJUSTED  
 HY0768  ___________________________________________________________________
 HY0768  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY0768  DYNAMIC HT  -         231.997 (meters)     761.14  (feet)  COMP
 HY0768  MODELED GRAV-     979,909.3   (mgal)                       NAVD 88
 HY0768
 HY0768  VERT ORDER  -  SECOND    CLASS 0
 HY0768
 HY0768.The horizontal coordinates were scaled from a topographic map and have
 HY0768.an estimated accuracy of +/- 6 seconds.
 HY0768
 HY0768.The orthometric height was determined by differential leveling
 HY0768.and adjusted by the National Geodetic Survey in June 1991..
 HY0768
 HY0768.The geoid height was determined by GEOID03.
 HY0768
 HY0768.The dynamic height is computed by dividing the NAVD 88
 HY0768.geopotential number by the normal gravity value computed on the
 HY0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0768.degrees latitude (g = 980.6199 gals.).
 HY0768
 HY0768.The modeled gravity was interpolated from observed gravity values.
 HY0768
 HY0768;                    North         East    Units  Estimated Accuracy
 HY0768;SPC WV S     -   122,090.      477,030.      MT  (+/- 180 meters Scaled)
 HY0768
 HY0768                          SUPERSEDED SURVEY CONTROL
 HY0768
 HY0768  NGVD 29 (??/??/92)  232.375  (m)          762.38   (f) ADJ UNCH    2 0
 HY0768
 HY0768.Superseded values are not recommended for survey control.
 HY0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0768.See file dsdata.txt to determine how the superseded data were derived.
 HY0768
 HY0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC770169(NAD 83)
 HY0768_MARKER: DB = BENCH MARK DISK
 HY0768_SETTING: 66 = SET IN ROCK OUTCROP
 HY0768_SP_SET: ROCK CUT
 HY0768_STAMPING: M 159 1957
 HY0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0768+STABILITY: POSITION/ELEVATION WELL
 HY0768
 HY0768  HISTORY     - Date     Condition        Report By
 HY0768  HISTORY     - 1957     MONUMENTED       CGS
 HY0768
 HY0768                          STATION DESCRIPTION
 HY0768
 HY0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0768'7.6 MI NE FROM DUNLOW.
 HY0768'ABOUT 5.0 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 HY0768'AT DUNLOW, THENCE ABOUT 2.65 MILES NORTHEAST ALONG A GRAVEL
 HY0768'ROAD LEADING INTO BRUSHY FORK AND TO STILTNER, ABOUT 0.95 MILE
 HY0768'SOUTHWEST OF A SCHOOL WHICH IS LOCATED NORTH OF ROAD, SET
 HY0768'VERTICALLY IN THE NORTHWEST FACE OF AN OFFSET IN A ROCK CUT,
 HY0768'18 FEET SOUTHEAST OF CENTER LINE OF ROAD, 78 FEET SOUTH AND ACROSS
 HY0768'ROAD FROM A POWER POLE WHICH IS BETWEEN TWO POLES WITH TRANSFORMERS,
 HY0768'1/2 FOOT ABOVE A SMALL LEDGE ON BOTTOM OF ROCK AND ABOUT 4 FEET
 HY0768'ABOVE LEVEL OF ROAD.  NOTE-- MARK IS ABOUT 3.65 MILES SOUTHWEST
 HY0768'ALONG A GRAVEL ROAD FOLLOWING BRUSHY CREEK FROM STATE HIGHWAY
 HY0768'37 BRIDGE OVER EAST FORK OF TWELVEPOLE CREEK AT STILTNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1397 ***********************************************************************
 HW1397  DESIGNATION -  M 16
 HW1397  PID         -  HW1397
 HW1397  STATE/COUNTY-  WV/PENDLETON
 HW1397  USGS QUAD   -  ONEGO (1995)
 HW1397
 HW1397                         *CURRENT SURVEY CONTROL
 HW1397  ___________________________________________________________________
 HW1397* NAD 83(1986)-  38 52 08.     (N)    079 27 41.     (W)     SCALED    
 HW1397* NAVD 88     -       655.593  (meters)    2150.89   (feet)  ADJUSTED  
 HW1397  ___________________________________________________________________
 HW1397  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HW1397  DYNAMIC HT  -         655.111 (meters)    2149.31  (feet)  COMP
 HW1397  MODELED GRAV-     979,870.9   (mgal)                       NAVD 88
 HW1397
 HW1397  VERT ORDER  -  SECOND    CLASS 0
 HW1397
 HW1397.The horizontal coordinates were scaled from a topographic map and have
 HW1397.an estimated accuracy of +/- 6 seconds.
 HW1397
 HW1397.The orthometric height was determined by differential leveling
 HW1397.and adjusted by the National Geodetic Survey in June 1991..
 HW1397
 HW1397.The geoid height was determined by GEOID03.
 HW1397
 HW1397.The dynamic height is computed by dividing the NAVD 88
 HW1397.geopotential number by the normal gravity value computed on the
 HW1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1397.degrees latitude (g = 980.6199 gals.).
 HW1397
 HW1397.The modeled gravity was interpolated from observed gravity values.
 HW1397
 HW1397;                    North         East    Units  Estimated Accuracy
 HW1397;SPC WV S     -   208,540.      733,520.      MT  (+/- 180 meters Scaled)
 HW1397
 HW1397                          SUPERSEDED SURVEY CONTROL
 HW1397
 HW1397  NGVD 29 (??/??/92)  655.725  (m)         2151.32   (f) ADJ UNCH    2 0
 HW1397
 HW1397.Superseded values are not recommended for survey control.
 HW1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1397.See file dsdata.txt to determine how the superseded data were derived.
 HW1397
 HW1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD334033(NAD 83)
 HW1397_MARKER: DB = BENCH MARK DISK
 HW1397_SETTING: 66 = SET IN ROCK OUTCROP
 HW1397_SP_SET: ROCK CUT
 HW1397_STAMPING: M 16 1934
 HW1397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1397+STABILITY: POSITION/ELEVATION WELL
 HW1397
 HW1397  HISTORY     - Date     Condition        Report By
 HW1397  HISTORY     - 1934     MONUMENTED       CGS
 HW1397
 HW1397                          STATION DESCRIPTION
 HW1397
 HW1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1397'6.5 MI E FROM HARMAN.
 HW1397'IN PENDLETON COUNTY, 6.5 MILES EAST ALONG U.S. HIGHWAY 33 FROM
 HW1397'THE POST OFFICE AT HARMAN, RANDOLPH COUNTY, 2.8 MILES WEST OF THE
 HW1397'POST OFFICE AT ONEGO, PENDLETON COUNTY, ON A LONG STEEP GRADE, IN
 HW1397'THE FACE OF A LARGE ROCK CUT, 5 YARDS NORTH OF THE CENTERLINE OF
 HW1397'THE HIGHWAY, AND 4 FEET ABOVE THE GROUND.  A STANDARD DISK,
 HW1397'STAMPED M 16 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0758 ***********************************************************************
 HY0758  DESIGNATION -  M 160
 HY0758  PID         -  HY0758
 HY0758  STATE/COUNTY-  WV/WAYNE
 HY0758  USGS QUAD   -  KIAHSVILLE (1975)
 HY0758
 HY0758                         *CURRENT SURVEY CONTROL
 HY0758  ___________________________________________________________________
 HY0758* NAD 83(1986)-  38 01 53.     (N)    082 15 21.     (W)     SCALED    
 HY0758* NAVD 88     -       222.975  (meters)     731.54   (feet)  ADJUSTED  
 HY0758  ___________________________________________________________________
 HY0758  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HY0758  DYNAMIC HT  -         222.813 (meters)     731.01  (feet)  COMP
 HY0758  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 HY0758
 HY0758  VERT ORDER  -  SECOND    CLASS 0
 HY0758
 HY0758.The horizontal coordinates were scaled from a topographic map and have
 HY0758.an estimated accuracy of +/- 6 seconds.
 HY0758
 HY0758.The orthometric height was determined by differential leveling
 HY0758.and adjusted by the National Geodetic Survey in June 1991..
 HY0758
 HY0758.The geoid height was determined by GEOID03.
 HY0758
 HY0758.The dynamic height is computed by dividing the NAVD 88
 HY0758.geopotential number by the normal gravity value computed on the
 HY0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0758.degrees latitude (g = 980.6199 gals.).
 HY0758
 HY0758.The modeled gravity was interpolated from observed gravity values.
 HY0758
 HY0758;                    North         East    Units  Estimated Accuracy
 HY0758;SPC WV S     -   115,220.      489,760.      MT  (+/- 180 meters Scaled)
 HY0758
 HY0758                          SUPERSEDED SURVEY CONTROL
 HY0758
 HY0758  NGVD 29 (??/??/92)  223.187  (m)          732.24   (f) ADJ UNCH    2 0
 HY0758
 HY0758.Superseded values are not recommended for survey control.
 HY0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0758.See file dsdata.txt to determine how the superseded data were derived.
 HY0758
 HY0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC897100(NAD 83)
 HY0758_MARKER: DB = BENCH MARK DISK
 HY0758_SETTING: 66 = SET IN ROCK OUTCROP
 HY0758_SP_SET: ROCK OUTCROP
 HY0758_STAMPING: M 160 1957
 HY0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0758+STABILITY: POSITION/ELEVATION WELL
 HY0758
 HY0758  HISTORY     - Date     Condition        Report By
 HY0758  HISTORY     - 1957     MONUMENTED       CGS
 HY0758
 HY0758                          STATION DESCRIPTION
 HY0758
 HY0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0758'15 MI S FROM COVE GAP.
 HY0758'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0758'SCHOOL AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 7.8 MILES
 HY0758'SOUTHEAST ALONG A ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 HY0758'THENCE ABOUT 2.15 MILES EAST ALONG A MOUNTAIN ROAD LEADING INTO
 HY0758'KIAH CREEK, THENCE ABOUT 1.0 MILE SOUTH ALONG KIAH CREEK ROAD,
 HY0758'AT THE FOOT OF A STEEP ROUGH HILL, ABOUT 58 YARDS NORTHWEST OF
 HY0758'POINT WHERE ROAD FORDS SMALL CREEK, IN THE TOP OF THE NORTHEAST
 HY0758'EDGE OF A SLOPING ROCK OUTCROP ABOUT 23 FEET LONG, 15 FEET WIDE
 HY0758'AND 4 FEET HIGH, 12 FEET SOUTHWEST OF CENTER LINE OF ROAD, 10
 HY0758'FEET SOUTHEAST OF NORTHWEST END OF OUTCROP AND 4 FEET ABOVE
 HY0758'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0284 ***********************************************************************
 GY0284  DESIGNATION -  M 161
 GY0284  PID         -  GY0284
 GY0284  STATE/COUNTY-  WV/MINGO
 GY0284  USGS QUAD   -  BARNABUS (1976)
 GY0284
 GY0284                         *CURRENT SURVEY CONTROL
 GY0284  ___________________________________________________________________
 GY0284* NAD 83(1986)-  37 38 59.     (N)    082 00 49.     (W)     SCALED    
 GY0284* NAVD 88     -       432.094  (meters)    1417.63   (feet)  ADJUSTED  
 GY0284  ___________________________________________________________________
 GY0284  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GY0284  DYNAMIC HT  -         431.753 (meters)    1416.51  (feet)  COMP
 GY0284  MODELED GRAV-     979,825.8   (mgal)                       NAVD 88
 GY0284
 GY0284  VERT ORDER  -  SECOND    CLASS 0
 GY0284
 GY0284.The horizontal coordinates were scaled from a topographic map and have
 GY0284.an estimated accuracy of +/- 6 seconds.
 GY0284
 GY0284.The orthometric height was determined by differential leveling
 GY0284.and adjusted by the National Geodetic Survey in June 1991..
 GY0284
 GY0284.The geoid height was determined by GEOID03.
 GY0284
 GY0284.The dynamic height is computed by dividing the NAVD 88
 GY0284.geopotential number by the normal gravity value computed on the
 GY0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0284.degrees latitude (g = 980.6199 gals.).
 GY0284
 GY0284.The modeled gravity was interpolated from observed gravity values.
 GY0284
 GY0284;                    North         East    Units  Estimated Accuracy
 GY0284;SPC WV S     -    72,600.      510,560.      MT  (+/- 180 meters Scaled)
 GY0284
 GY0284                          SUPERSEDED SURVEY CONTROL
 GY0284
 GY0284  NGVD 29 (??/??/92)  432.293  (m)         1418.28   (f) ADJ UNCH    2 0
 GY0284
 GY0284.Superseded values are not recommended for survey control.
 GY0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0284.See file dsdata.txt to determine how the superseded data were derived.
 GY0284
 GY0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB105674(NAD 83)
 GY0284_MARKER: DB = BENCH MARK DISK
 GY0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0284_SP_SET: CULVERT
 GY0284_STAMPING: M 161 1957
 GY0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0284
 GY0284  HISTORY     - Date     Condition        Report By
 GY0284  HISTORY     - 1957     MONUMENTED       CGS
 GY0284
 GY0284                          STATION DESCRIPTION
 GY0284
 GY0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0284'1 MI W FROM MOUNTAIN VIEW.
 GY0284'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAYS 119 AND 52 FROM THEIR
 GY0284'JUNCTION AT MOUNTAIN VIEW, ON THE WEST SLOPE OF A LONG GRADE, AT
 GY0284'THE JUNCTION OF A BLACK TOP ROAD SOUTHEAST, IN THE TOP OF THE
 GY0284'NORTHEAST END OF NORTHWEST CONCRETE HEAD WALL OF AN 8-FOOT STONE
 GY0284'CULVERT, 61 FEET NORTHWEST OF CENTER LINE OF HIGHWAY AT CENTER
 GY0284'OF JUNCTION, 1 FOOT SOUTHWEST OF NORTHEAST END OF HEAD WALL AND
 GY0284'ABOUT 4 FEET BELOW LEVEL OF JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2395 ***********************************************************************
 GX2395  DESIGNATION -  M 162
 GX2395  PID         -  GX2395
 GX2395  STATE/COUNTY-  WV/MINGO
 GX2395  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2395
 GX2395                         *CURRENT SURVEY CONTROL
 GX2395  ___________________________________________________________________
 GX2395* NAD 83(1986)-  37 33 19.     (N)    081 57 58.     (W)     SCALED    
 GX2395* NAVD 88     -       265.974  (meters)     872.62   (feet)  ADJUSTED  
 GX2395  ___________________________________________________________________
 GX2395  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX2395  DYNAMIC HT  -         265.768 (meters)     871.94  (feet)  COMP
 GX2395  MODELED GRAV-     979,851.3   (mgal)                       NAVD 88
 GX2395
 GX2395  VERT ORDER  -  SECOND    CLASS 0
 GX2395
 GX2395.The horizontal coordinates were scaled from a topographic map and have
 GX2395.an estimated accuracy of +/- 6 seconds.
 GX2395
 GX2395.The orthometric height was determined by differential leveling
 GX2395.and adjusted by the National Geodetic Survey in June 1991..
 GX2395
 GX2395.The geoid height was determined by GEOID03.
 GX2395
 GX2395.The dynamic height is computed by dividing the NAVD 88
 GX2395.geopotential number by the normal gravity value computed on the
 GX2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2395.degrees latitude (g = 980.6199 gals.).
 GX2395
 GX2395.The modeled gravity was interpolated from observed gravity values.
 GX2395
 GX2395;                    North         East    Units  Estimated Accuracy
 GX2395;SPC WV S     -    62,080.      514,640.      MT  (+/- 180 meters Scaled)
 GX2395
 GX2395                          SUPERSEDED SURVEY CONTROL
 GX2395
 GX2395  NGVD 29 (??/??/92)  266.185  (m)          873.31   (f) ADJ UNCH    2 0
 GX2395
 GX2395.Superseded values are not recommended for survey control.
 GX2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2395.See file dsdata.txt to determine how the superseded data were derived.
 GX2395
 GX2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB146569(NAD 83)
 GX2395_MARKER: DB = BENCH MARK DISK
 GX2395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2395_SP_SET: BRIDGE
 GX2395_STAMPING: M 162 1957
 GX2395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2395
 GX2395  HISTORY     - Date     Condition        Report By
 GX2395  HISTORY     - 1957     MONUMENTED       CGS
 GX2395  HISTORY     - 20060306 POOR             JCLS
 GX2395
 GX2395                          STATION DESCRIPTION
 GX2395
 GX2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2395'1 MI NE FROM WHARNCLIFFE.
 GX2395'ABOUT 1.0 MILE NORTHEAST ALONG A BRANCH LINE OF THE NORFOLK
 GX2395'AND WESTERN RAILWAY FROM THE STATION AT WHARNCLIFFE, NEAR THE
 GX2395'JUNCTION OF BLACK TOP ROAD FOLLOWING BENS RUN AND A ROAD LEADING
 GX2395'WEST ALONG LEFT FORK OF BENS RUN, IN THE TOP OF THE EAST END
 GX2395'OF NORTH ABUTMENT OF RAILWAY BRIDGE NO. 2600 OVER THE BLACK TOP
 GX2395'ROAD WEST AND LEFT FORK OF BENS RUN, 6 FEET EAST OF EAST RAIL,
 GX2395'1 1/2 FEET WEST OF EAST END OF ABUTMENT AND ABOUT 1/2 FOOT ABOVE
 GX2395'LEVEL OF TRACK.
 GX2395
 GX2395                          STATION RECOVERY (2006)
 GX2395
 GX2395'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (FJO)
 GX2395'MARK WAS FOUND WITH CAP MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0864 ***********************************************************************
 KY0864  DESIGNATION -  M 163
 KY0864  PID         -  KY0864
 KY0864  STATE/COUNTY-  WV/OHIO
 KY0864  USGS QUAD   -  VALLEY GROVE (1981)
 KY0864
 KY0864                         *CURRENT SURVEY CONTROL
 KY0864  ___________________________________________________________________
 KY0864* NAD 83(1986)-  40 03 53.     (N)    080 36 22.     (W)     SCALED    
 KY0864* NAVD 88     -       242.347  (meters)     795.10   (feet)  ADJUSTED  
 KY0864  ___________________________________________________________________
 KY0864  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0864  DYNAMIC HT  -         242.212 (meters)     794.66  (feet)  COMP
 KY0864  MODELED GRAV-     980,060.9   (mgal)                       NAVD 88
 KY0864
 KY0864  VERT ORDER  -  SECOND    CLASS 0
 KY0864
 KY0864.The horizontal coordinates were scaled from a topographic map and have
 KY0864.an estimated accuracy of +/- 6 seconds.
 KY0864
 KY0864.The orthometric height was determined by differential leveling
 KY0864.and adjusted by the National Geodetic Survey in June 1991..
 KY0864
 KY0864.The geoid height was determined by GEOID03.
 KY0864
 KY0864.The dynamic height is computed by dividing the NAVD 88
 KY0864.geopotential number by the normal gravity value computed on the
 KY0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0864.degrees latitude (g = 980.6199 gals.).
 KY0864
 KY0864.The modeled gravity was interpolated from observed gravity values.
 KY0864
 KY0864;                    North         East    Units  Estimated Accuracy
 KY0864;SPC WV N     -   174,300.      505,640.      MT  (+/- 180 meters Scaled)
 KY0864
 KY0864                          SUPERSEDED SURVEY CONTROL
 KY0864
 KY0864  NGVD 29 (??/??/92)  242.498  (m)          795.60   (f) ADJ UNCH    2 0
 KY0864
 KY0864.Superseded values are not recommended for survey control.
 KY0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0864.See file dsdata.txt to determine how the superseded data were derived.
 KY0864
 KY0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE335350(NAD 83)
 KY0864_MARKER: DB = BENCH MARK DISK
 KY0864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0864_SP_SET: BRIDGE
 KY0864_STAMPING: M 163 1960
 KY0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0864
 KY0864  HISTORY     - Date     Condition        Report By
 KY0864  HISTORY     - 1960     MONUMENTED       CGS
 KY0864
 KY0864                          STATION DESCRIPTION
 KY0864
 KY0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0864'3.4 MI E FROM ELM GROVE.
 KY0864'ABOUT 3.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0864'THE STATION AT ELM GROVE, AT MILEAGE POLE 59+10, 10 1/2 FEET
 KY0864'NORTH OF THE NORTH RAIL, IN TOP OF THE NORTH END OF THE EAST
 KY0864'ABUTMENT OF 15-FOOT CONCRETE RAILROAD BRIDGE NO. 179 OVER A
 KY0864'CREEK BRANCH, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0865 ***********************************************************************
 KY0865  DESIGNATION -  M 163 RESET
 KY0865  PID         -  KY0865
 KY0865  STATE/COUNTY-  WV/OHIO
 KY0865  USGS QUAD   -  VALLEY GROVE (1981)
 KY0865
 KY0865                         *CURRENT SURVEY CONTROL
 KY0865  ___________________________________________________________________
 KY0865* NAD 83(1986)-  40 03 53.     (N)    080 36 22.     (W)     SCALED    
 KY0865* NAVD 88     -       242.82   (+/-2cm)     796.7    (feet)  VERTCON   
 KY0865  ___________________________________________________________________
 KY0865  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0865
 KY0865  VERT ORDER  -  THIRD (See Below)
 KY0865
 KY0865.The horizontal coordinates were scaled from a topographic map and have
 KY0865.an estimated accuracy of +/- 6 seconds.
 KY0865
 KY0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0865.The vertical order pertains to the NGVD 29 superseded value.
 KY0865
 KY0865.The geoid height was determined by GEOID03.
 KY0865
 KY0865;                    North         East    Units  Estimated Accuracy
 KY0865;SPC WV N     -   174,300.      505,640.      MT  (+/- 180 meters Scaled)
 KY0865
 KY0865                          SUPERSEDED SURVEY CONTROL
 KY0865
 KY0865  NGVD 29 (09/25/03)  242.97   (m)          797.1    (f) RESET       3  
 KY0865
 KY0865.Superseded values are not recommended for survey control.
 KY0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0865.See file dsdata.txt to determine how the superseded data were derived.
 KY0865
 KY0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE335350(NAD 83)
 KY0865_MARKER: DD = SURVEY DISK
 KY0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0865_SP_SET: BRIDGE
 KY0865_STAMPING: M 163 1960
 KY0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0865
 KY0865  HISTORY     - Date     Condition        Report By
 KY0865  HISTORY     - 1965     MONUMENTED       BORR
 KY0865  HISTORY     - 1965     GOOD             NGS
 KY0865
 KY0865                          STATION DESCRIPTION
 KY0865
 KY0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KY0865'3.4 MI E FROM ELM GROVE.
 KY0865'ABOUT 3.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0865'THE STATION AT ELM GROVE, AT MILEAGE POLE 59+10, 40 FEET NORTH OF
 KY0865'THE CENTERLINE OF THE MAINTRACK ON TOP OF EAST ABUTMENT WING OF
 KY0865'RAILROAD BRIDGE 179, ABOUT 9 INCHES BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1439 ***********************************************************************
 HW1439  DESIGNATION -  M 17
 HW1439  PID         -  HW1439
 HW1439  STATE/COUNTY-  WV/GRANT
 HW1439  USGS QUAD   -  PETERSBURG WEST (1995)
 HW1439
 HW1439                         *CURRENT SURVEY CONTROL
 HW1439  ___________________________________________________________________
 HW1439* NAD 83(1986)-  38 55 11.     (N)    079 10 53.     (W)     SCALED    
 HW1439* NAVD 88     -       325.338  (meters)    1067.38   (feet)  ADJUSTED  
 HW1439  ___________________________________________________________________
 HW1439  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HW1439  DYNAMIC HT  -         325.122 (meters)    1066.67  (feet)  COMP
 HW1439  MODELED GRAV-     979,955.8   (mgal)                       NAVD 88
 HW1439
 HW1439  VERT ORDER  -  SECOND    CLASS 0
 HW1439
 HW1439.The horizontal coordinates were scaled from a topographic map and have
 HW1439.an estimated accuracy of +/- 6 seconds.
 HW1439
 HW1439.The orthometric height was determined by differential leveling
 HW1439.and adjusted by the National Geodetic Survey in June 1991..
 HW1439
 HW1439.The geoid height was determined by GEOID03.
 HW1439
 HW1439.The dynamic height is computed by dividing the NAVD 88
 HW1439.geopotential number by the normal gravity value computed on the
 HW1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1439.degrees latitude (g = 980.6199 gals.).
 HW1439
 HW1439.The modeled gravity was interpolated from observed gravity values.
 HW1439
 HW1439;                    North         East    Units  Estimated Accuracy
 HW1439;SPC WV N     -    46,650.      627,630.      MT  (+/- 180 meters Scaled)
 HW1439
 HW1439                          SUPERSEDED SURVEY CONTROL
 HW1439
 HW1439  NGVD 29 (??/??/92)  325.480  (m)         1067.85   (f) ADJ UNCH    2 0
 HW1439
 HW1439.Superseded values are not recommended for survey control.
 HW1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1439.See file dsdata.txt to determine how the superseded data were derived.
 HW1439
 HW1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD576094(NAD 83)
 HW1439_MARKER: DB = BENCH MARK DISK
 HW1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1439_STAMPING: M 17 1934
 HW1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1439+STABILITY: SURFACE MOTION
 HW1439
 HW1439  HISTORY     - Date     Condition        Report By
 HW1439  HISTORY     - 1934     MONUMENTED       CGS
 HW1439  HISTORY     - 1954     GOOD             NGS
 HW1439  HISTORY     - 1969     MARK NOT FOUND   USGS
 HW1439
 HW1439                          STATION DESCRIPTION
 HW1439
 HW1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HW1439'5.8 MI S FROM PETERSBURG.
 HW1439'5.8 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM PETERSBURG, GRANT
 HW1439'COUNTY, 0.2 MILE SOUTH OF A BRIDGE OVER NORTH MILL CREEK, 65
 HW1439'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE BARN, 20 FEET
 HW1439'SOUTHWEST OF THE INTERSECTION OF THE CENTERLINE OF THE
 HW1439'NORTH-SOUTH HIGHWAY AND THE LANE WEST, 1 FOOT EAST OF A FENCE,
 HW1439'AND SET IN THE TOP OF A CONCRETE POST.
 HW1439
 HW1439                          STATION RECOVERY (1969)
 HW1439
 HW1439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HW1439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2232 ***********************************************************************
 HX2232  DESIGNATION -  M 175
 HX2232  PID         -  HX2232
 HX2232  STATE/COUNTY-  WV/BOONE
 HX2232  USGS QUAD   -  MADISON (1976)
 HX2232
 HX2232                         *CURRENT SURVEY CONTROL
 HX2232  ___________________________________________________________________
 HX2232* NAD 83(1986)-  38 06 14.     (N)    081 45 17.     (W)     SCALED    
 HX2232* NAVD 88     -       392.025  (meters)    1286.17   (feet)  ADJUSTED  
 HX2232  ___________________________________________________________________
 HX2232  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HX2232  DYNAMIC HT  -         391.744 (meters)    1285.25  (feet)  COMP
 HX2232  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 HX2232
 HX2232  VERT ORDER  -  SECOND    CLASS 0
 HX2232
 HX2232.The horizontal coordinates were scaled from a topographic map and have
 HX2232.an estimated accuracy of +/- 6 seconds.
 HX2232
 HX2232.The orthometric height was determined by differential leveling
 HX2232.and adjusted by the National Geodetic Survey in June 1991..
 HX2232
 HX2232.The geoid height was determined by GEOID03.
 HX2232
 HX2232.The dynamic height is computed by dividing the NAVD 88
 HX2232.geopotential number by the normal gravity value computed on the
 HX2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2232.degrees latitude (g = 980.6199 gals.).
 HX2232
 HX2232.The modeled gravity was interpolated from observed gravity values.
 HX2232
 HX2232;                    North         East    Units  Estimated Accuracy
 HX2232;SPC WV S     -   122,790.      533,810.      MT  (+/- 180 meters Scaled)
 HX2232
 HX2232                          SUPERSEDED SURVEY CONTROL
 HX2232
 HX2232  NGVD 29 (??/??/92)  392.230  (m)         1286.84   (f) ADJ UNCH    2 0
 HX2232
 HX2232.Superseded values are not recommended for survey control.
 HX2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2232.See file dsdata.txt to determine how the superseded data were derived.
 HX2232
 HX2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC338176(NAD 83)
 HX2232_MARKER: DB = BENCH MARK DISK
 HX2232_SETTING: 66 = SET IN ROCK OUTCROP
 HX2232_SP_SET: ROCK CUT
 HX2232_STAMPING: M 175 1958
 HX2232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2232+STABILITY: POSITION/ELEVATION WELL
 HX2232
 HX2232  HISTORY     - Date     Condition        Report By
 HX2232  HISTORY     - 1958     MONUMENTED       CGS
 HX2232
 HX2232                          STATION DESCRIPTION
 HX2232
 HX2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2232'5.6 MI E FROM ROCK CREEK.
 HX2232'ABOUT 5.55 MILES EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 HX2232'OF U.S. HIGHWAY 119 AT ROCK CREEK, 0.15 MILE SOUTHWEST OF THE
 HX2232'Y JUNCTION OF A BLACK TOP ROAD LEADING NORTH TO NELLIS, 0.2
 HX2232'MILE NORTHWEST OF THE TOP OF A GRADE, SET VERTICALLY IN THE
 HX2232'SOUTHWEST FACE OF A 7-FOOT HIGH ROCK, IN RECEDING PART OF CUT,
 HX2232'23 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 8 1/2 FEET SOUTHEAST
 HX2232'OF APEX OF RIGHT ANGLE IN ROCK CUT, 1 1/2 FEET ABOVE THE GROUND,
 HX2232'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2435 ***********************************************************************
 GX2435  DESIGNATION -  M 176
 GX2435  PID         -  GX2435
 GX2435  STATE/COUNTY-  WV/WYOMING
 GX2435  USGS QUAD   -  GILBERT (1977)
 GX2435
 GX2435                         *CURRENT SURVEY CONTROL
 GX2435  ___________________________________________________________________
 GX2435* NAD 83(1986)-  37 31 54.     (N)    081 47 40.     (W)     SCALED    
 GX2435* NAVD 88     -       363.337  (meters)    1192.05   (feet)  ADJUSTED  
 GX2435  ___________________________________________________________________
 GX2435  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX2435  DYNAMIC HT  -         363.055 (meters)    1191.12  (feet)  COMP
 GX2435  MODELED GRAV-     979,842.6   (mgal)                       NAVD 88
 GX2435
 GX2435  VERT ORDER  -  SECOND    CLASS 0
 GX2435
 GX2435.The horizontal coordinates were scaled from a topographic map and have
 GX2435.an estimated accuracy of +/- 6 seconds.
 GX2435
 GX2435.The orthometric height was determined by differential leveling
 GX2435.and adjusted by the National Geodetic Survey in June 1991..
 GX2435
 GX2435.The geoid height was determined by GEOID03.
 GX2435
 GX2435.The dynamic height is computed by dividing the NAVD 88
 GX2435.geopotential number by the normal gravity value computed on the
 GX2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2435.degrees latitude (g = 980.6199 gals.).
 GX2435
 GX2435.The modeled gravity was interpolated from observed gravity values.
 GX2435
 GX2435;                    North         East    Units  Estimated Accuracy
 GX2435;SPC WV S     -    59,310.      529,780.      MT  (+/- 180 meters Scaled)
 GX2435
 GX2435                          SUPERSEDED SURVEY CONTROL
 GX2435
 GX2435  NGVD 29 (??/??/92)  363.533  (m)         1192.69   (f) ADJ UNCH    2 0
 GX2435
 GX2435.Superseded values are not recommended for survey control.
 GX2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2435.See file dsdata.txt to determine how the superseded data were derived.
 GX2435
 GX2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB298541(NAD 83)
 GX2435_MARKER: DB = BENCH MARK DISK
 GX2435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2435_SP_SET: BRIDGE
 GX2435_STAMPING: M 176 1958
 GX2435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2435
 GX2435  HISTORY     - Date     Condition        Report By
 GX2435  HISTORY     - 1958     MONUMENTED       CGS
 GX2435  HISTORY     - 1963     GOOD             AEROS
 GX2435
 GX2435                          STATION DESCRIPTION
 GX2435
 GX2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2435'6.3 MI NW FROM IAEGER.
 GX2435'ABOUT 6.3 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE CROSSING
 GX2435'OF THE NORFOLK AND WESTERN RAILWAY AT IAEGER, ON THE OUTSIDE OF
 GX2435'A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, BETWEEN THE
 GX2435'TWO LEGS OF A SIDE ROAD LEADING EAST, 16 FEET EAST OF THE CENTER
 GX2435'LINE OF THE HIGHWAY, AT THE SOUTHEAST CORNER OF A 18-FOOT CONCRETE
 GX2435'BRIDGE OVER MUZZLE FORK, IN TOP OF THE ROCK WING WALL, 1/2 FOOT
 GX2435'EAST OF THE SOUTHEAST CORNER OF THE GUARD RAIL, AND ABOUT 2 FEET
 GX2435'BELOW THE LEVEL OF THE HIGHWAY.
 GX2435
 GX2435                          STATION RECOVERY (1963)
 GX2435
 GX2435'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2447 ***********************************************************************
 GX2447  DESIGNATION -  M 177
 GX2447  PID         -  GX2447
 GX2447  STATE/COUNTY-  WV/WYOMING
 GX2447  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2447
 GX2447                         *CURRENT SURVEY CONTROL
 GX2447  ___________________________________________________________________
 GX2447* NAD 83(1986)-  37 34 34.     (N)    081 39 17.     (W)     SCALED    
 GX2447* NAVD 88     -       372.489  (meters)    1222.07   (feet)  ADJUSTED  
 GX2447  ___________________________________________________________________
 GX2447  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX2447  DYNAMIC HT  -         372.194 (meters)    1221.11  (feet)  COMP
 GX2447  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 GX2447
 GX2447  VERT ORDER  -  SECOND    CLASS 0
 GX2447
 GX2447.The horizontal coordinates were scaled from a topographic map and have
 GX2447.an estimated accuracy of +/- 6 seconds.
 GX2447
 GX2447.The orthometric height was determined by differential leveling
 GX2447.and adjusted by the National Geodetic Survey in June 1991..
 GX2447
 GX2447.The geoid height was determined by GEOID03.
 GX2447
 GX2447.The dynamic height is computed by dividing the NAVD 88
 GX2447.geopotential number by the normal gravity value computed on the
 GX2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2447.degrees latitude (g = 980.6199 gals.).
 GX2447
 GX2447.The modeled gravity was interpolated from observed gravity values.
 GX2447
 GX2447;                    North         East    Units  Estimated Accuracy
 GX2447;SPC WV S     -    64,150.      542,170.      MT  (+/- 180 meters Scaled)
 GX2447
 GX2447                          SUPERSEDED SURVEY CONTROL
 GX2447
 GX2447  NGVD 29 (??/??/92)  372.668  (m)         1222.66   (f) ADJ UNCH    2 0
 GX2447
 GX2447.Superseded values are not recommended for survey control.
 GX2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2447.See file dsdata.txt to determine how the superseded data were derived.
 GX2447
 GX2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB421589(NAD 83)
 GX2447_MARKER: DB = BENCH MARK DISK
 GX2447_SETTING: 66 = SET IN ROCK OUTCROP
 GX2447_SP_SET: LEDGE
 GX2447_STAMPING: M 177 1958
 GX2447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2447+STABILITY: POSITION/ELEVATION WELL
 GX2447
 GX2447  HISTORY     - Date     Condition        Report By
 GX2447  HISTORY     - 1958     MONUMENTED       CGS
 GX2447  HISTORY     - 1963     GOOD             AEROS
 GX2447
 GX2447                          STATION DESCRIPTION
 GX2447
 GX2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2447'2 MI S FROM BAILEYSVILLE.
 GX2447'ABOUT 0.85 MILE EAST ALONG A BLACK TOP ROAD FROM THE BRIDGE OVER
 GX2447'GUYANDOT RIVER AT BAILEYSVILLE, THENCE 1.2 MILES SOUTH ALONG A
 GX2447'BLACK TOP ROAD TO DAVY, 0.85 MILE NORTH OF THE FAN ROCK POST
 GX2447'OFFICE, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GX2447'NORTHWEST AND SOUTHWEST, AT THE JUNCTION OF A NARROW DIRT ROAD
 GX2447'LEADING EAST, NEAR A SMALL CEMETERY, IN THE TOP OF A SLOPING
 GX2447'ROCK LEDGE, 60 FEET EAST OF CENTER LINE OF ROAD FROM CENTER OF
 GX2447'THE JUNCTION, 12 FEET NORTH OF CENTER LINE OF ROAD EAST, 30 FEET
 GX2447'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CEMETERY, AND ABOUT
 GX2447'4 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2447
 GX2447                          STATION RECOVERY (1963)
 GX2447
 GX2447'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2459 ***********************************************************************
 GX2459  DESIGNATION -  M 178
 GX2459  PID         -  GX2459
 GX2459  STATE/COUNTY-  WV/WYOMING
 GX2459  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2459
 GX2459                         *CURRENT SURVEY CONTROL
 GX2459  ___________________________________________________________________
 GX2459* NAD 83(1986)-  37 35 43.     (N)    081 37 42.     (W)     SCALED    
 GX2459* NAVD 88     -       357.767  (meters)    1173.77   (feet)  ADJUSTED  
 GX2459  ___________________________________________________________________
 GX2459  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX2459  DYNAMIC HT  -         357.483 (meters)    1172.84  (feet)  COMP
 GX2459  MODELED GRAV-     979,826.0   (mgal)                       NAVD 88
 GX2459
 GX2459  VERT ORDER  -  SECOND    CLASS 0
 GX2459
 GX2459.The horizontal coordinates were scaled from a topographic map and have
 GX2459.an estimated accuracy of +/- 6 seconds.
 GX2459
 GX2459.The orthometric height was determined by differential leveling
 GX2459.and adjusted by the National Geodetic Survey in June 1991..
 GX2459
 GX2459.The geoid height was determined by GEOID03.
 GX2459
 GX2459.The dynamic height is computed by dividing the NAVD 88
 GX2459.geopotential number by the normal gravity value computed on the
 GX2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2459.degrees latitude (g = 980.6199 gals.).
 GX2459
 GX2459.The modeled gravity was interpolated from observed gravity values.
 GX2459
 GX2459;                    North         East    Units  Estimated Accuracy
 GX2459;SPC WV S     -    66,260.      544,510.      MT  (+/- 180 meters Scaled)
 GX2459
 GX2459                          SUPERSEDED SURVEY CONTROL
 GX2459
 GX2459  NGVD 29 (??/??/92)  357.944  (m)         1174.35   (f) ADJ UNCH    2 0
 GX2459
 GX2459.Superseded values are not recommended for survey control.
 GX2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2459.See file dsdata.txt to determine how the superseded data were derived.
 GX2459
 GX2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB445610(NAD 83)
 GX2459_MARKER: DB = BENCH MARK DISK
 GX2459_SETTING: 66 = SET IN ROCK OUTCROP
 GX2459_SP_SET: CUT
 GX2459_STAMPING: M 178 1958
 GX2459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2459+STABILITY: POSITION/ELEVATION WELL
 GX2459
 GX2459  HISTORY     - Date     Condition        Report By
 GX2459  HISTORY     - 1958     MONUMENTED       CGS
 GX2459  HISTORY     - 1963     GOOD             AEROS
 GX2459
 GX2459                          STATION DESCRIPTION
 GX2459
 GX2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2459'4.2 MI E FROM BAILEYSVILLE.
 GX2459'ABOUT 4.25 MILES EAST ALONG A BLACK TOP ROAD TO PINEVILLE FROM
 GX2459'THE BRIDGE OVER GUYANDOT RIVER AT BAILEYSVILLE, 0.5 MILE EAST
 GX2459'OF THE POST OFFICE AT BRENTON, 0.1 MILE WEST OF THE BRENTON
 GX2459'SCHOOL, ON THE INSIDE OF A SLIGHT CURVE WITH TANGENTS EXTENDING
 GX2459'NORTHEAST AND WEST, 34 FEET NORTH OF THE CENTER LINE OF THE
 GX2459'ROAD, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, 2 1/2
 GX2459'FEET ABOVE THE GROUND, 108 FEET EAST OF THE WEST END OF THE
 GX2459'CUT, 22 FEET NORTH OF THE NORTH END OF A 24-INCH PIPE CULVERT,
 GX2459'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2459
 GX2459                          STATION RECOVERY (1963)
 GX2459
 GX2459'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3166 ***********************************************************************
 GX3166  DESIGNATION -  M 178 RESET 1980
 GX3166  PID         -  GX3166
 GX3166  STATE/COUNTY-  WV/WYOMING
 GX3166  USGS QUAD   -  BAILEYSVILLE (1976)
 GX3166
 GX3166                         *CURRENT SURVEY CONTROL
 GX3166  ___________________________________________________________________
 GX3166* NAD 83(1986)-  37 35 43.     (N)    081 37 42.     (W)     SCALED    
 GX3166* NAVD 88     -       356.78   (meters)    1170.5    (feet)  RESET     
 GX3166  ___________________________________________________________________
 GX3166  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX3166
 GX3166  VERT ORDER  -  THIRD
 GX3166
 GX3166.The horizontal coordinates were scaled from a topographic map and have
 GX3166.an estimated accuracy of +/- 6 seconds.
 GX3166
 GX3166.The orthometric height was computed from unverified reset data.
 GX3166.No vertical observational check was made to the station.
 GX3166
 GX3166.The geoid height was determined by GEOID03.
 GX3166
 GX3166;                    North         East    Units  Estimated Accuracy
 GX3166;SPC WV S     -    66,260.      544,510.      MT  (+/- 180 meters Scaled)
 GX3166
 GX3166                          SUPERSEDED SURVEY CONTROL
 GX3166
 GX3166  NGVD 29 (09/25/03)  356.96   (m)         1171.1    (f) RESET       3  
 GX3166
 GX3166.Superseded values are not recommended for survey control.
 GX3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3166.See file dsdata.txt to determine how the superseded data were derived.
 GX3166
 GX3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB445610(NAD 83)
 GX3166_MARKER: DB = BENCH MARK DISK
 GX3166_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX3166_SP_SET: HEADWALL
 GX3166_STAMPING: M 178 RESET 1980
 GX3166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3166+STABILITY: SURFACE MOTION
 GX3166
 GX3166  HISTORY     - Date     Condition        Report By
 GX3166  HISTORY     - 1980     MONUMENTED       WVHD
 GX3166
 GX3166                          STATION DESCRIPTION
 GX3166
 GX3166'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1980
 GX3166'4.4 MI EAST FROM BAILEYSVILLE.
 GX3166'4.4 MILES EAST ALONG STATE ROUTE 92 (BAILEYSVILLE-PINEVILLE ROAD)
 GX3166'FROM THE NEW BRIDGE OVER GUYANDOTTE RIVERIN BAILEYSVILLE, 0.55
 GX3166'MILE EAST OF THE POST OFFICE IN BRENTON, NEAR BRENTON GRADE SCHOOL,
 GX3166'IN THE TOP OF AND CENTER OF NEW CONCRETE HEADWALL OF A 12 10 FOOT
 GX3166'DOUBLE BOX CULVERT OVER SHANNON MILL CREEK, AND 24.0 FEET NORTHWEST
 GX3166'OF THE CENTERLINE OF HIGHWAY.
 GX3166'THE MARK IS 2.8 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1900 ***********************************************************************
 GX1900  DESIGNATION -  M 179
 GX1900  PID         -  GX1900
 GX1900  STATE/COUNTY-  WV/MCDOWELL
 GX1900  USGS QUAD   -  BRADSHAW (1977)
 GX1900
 GX1900                         *CURRENT SURVEY CONTROL
 GX1900  ___________________________________________________________________
 GX1900* NAD 83(1986)-  37 20 36.     (N)    081 45 24.     (W)     SCALED    
 GX1900* NAVD 88     -       377.760  (meters)    1239.37   (feet)  ADJUSTED  
 GX1900  ___________________________________________________________________
 GX1900  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1900  DYNAMIC HT  -         377.446 (meters)    1238.34  (feet)  COMP
 GX1900  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 GX1900
 GX1900  VERT ORDER  -  SECOND    CLASS 0
 GX1900
 GX1900.The horizontal coordinates were scaled from a topographic map and have
 GX1900.an estimated accuracy of +/- 6 seconds.
 GX1900
 GX1900.The orthometric height was determined by differential leveling
 GX1900.and adjusted by the National Geodetic Survey in June 1991..
 GX1900
 GX1900.The geoid height was determined by GEOID03.
 GX1900
 GX1900.The dynamic height is computed by dividing the NAVD 88
 GX1900.geopotential number by the normal gravity value computed on the
 GX1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1900.degrees latitude (g = 980.6199 gals.).
 GX1900
 GX1900.The modeled gravity was interpolated from observed gravity values.
 GX1900
 GX1900;                    North         East    Units  Estimated Accuracy
 GX1900;SPC WV S     -    38,380.      532,950.      MT  (+/- 180 meters Scaled)
 GX1900
 GX1900                          SUPERSEDED SURVEY CONTROL
 GX1900
 GX1900  NGVD 29 (??/??/92)  377.929  (m)         1239.92   (f) ADJ UNCH    2 0
 GX1900
 GX1900.Superseded values are not recommended for survey control.
 GX1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1900.See file dsdata.txt to determine how the superseded data were derived.
 GX1900
 GX1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB329332(NAD 83)
 GX1900_MARKER: DB = BENCH MARK DISK
 GX1900_SETTING: 66 = SET IN ROCK OUTCROP
 GX1900_SP_SET: SET IN ROCK OUTCROP
 GX1900_STAMPING: M 179 1958
 GX1900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1900+STABILITY: POSITION/ELEVATION WELL
 GX1900
 GX1900  HISTORY     - Date     Condition        Report By
 GX1900  HISTORY     - 1958     MONUMENTED       CGS
 GX1900
 GX1900                          STATION DESCRIPTION
 GX1900
 GX1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1900'4.4 MI SE FROM BRADSHAW.
 GX1900'4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE JUNCTION
 GX1900'OF STATE HIGHWAY 80 AT BRADSHAW, ALSO ABOUT 3.7 MILES NORTHWEST
 GX1900'ALONG STATE HIGHWAY 83 FROM THE NORFOLK AND WESTERN RAILWAY
 GX1900'STATION AT ENGLISH, ALONG A SHORT EAST - WEST TANGENT BETWEEN
 GX1900'REVERSE CURVES, AT THE JUNCTION OF A PRIVATE ROAD SOUTHEAST,
 GX1900'SET VERTICALLY IN THE NORTH END OF A ROCK LEDGE 12-FEET LONG
 GX1900'AND 3-FEET HIGH, 45 FEET SOUTH AND ACROSS THE PRIVATE ROAD
 GX1900'FROM THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTHWEST OF THE
 GX1900'CENTER LINE OF THE PRIVATE ROAD, 2 1/2 FEET ABOVE THE GROUND,
 GX1900'AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0690 ***********************************************************************
 JW0690  DESIGNATION -  M 18
 JW0690  PID         -  JW0690
 JW0690  STATE/COUNTY-  WV/MINERAL
 JW0690  USGS QUAD   -  ANTIOCH (1981)
 JW0690
 JW0690                         *CURRENT SURVEY CONTROL
 JW0690  ___________________________________________________________________
 JW0690* NAD 83(1986)-  39 21 42.     (N)    079 01 01.     (W)     SCALED    
 JW0690* NAVD 88     -       395.588  (meters)    1297.86   (feet)  ADJUSTED  
 JW0690  ___________________________________________________________________
 JW0690  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JW0690  DYNAMIC HT  -         395.348 (meters)    1297.07  (feet)  COMP
 JW0690  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 JW0690
 JW0690  VERT ORDER  -  SECOND    CLASS 0
 JW0690
 JW0690.The horizontal coordinates were scaled from a topographic map and have
 JW0690.an estimated accuracy of +/- 6 seconds.
 JW0690
 JW0690.The orthometric height was determined by differential leveling
 JW0690.and adjusted by the National Geodetic Survey in June 1991..
 JW0690
 JW0690.The geoid height was determined by GEOID03.
 JW0690
 JW0690.The dynamic height is computed by dividing the NAVD 88
 JW0690.geopotential number by the normal gravity value computed on the
 JW0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0690.degrees latitude (g = 980.6199 gals.).
 JW0690
 JW0690.The modeled gravity was interpolated from observed gravity values.
 JW0690
 JW0690;                    North         East    Units  Estimated Accuracy
 JW0690;SPC WV N     -    95,770.      641,630.      MT  (+/- 180 meters Scaled)
 JW0690
 JW0690                          SUPERSEDED SURVEY CONTROL
 JW0690
 JW0690  NGVD 29 (??/??/92)  395.772  (m)         1298.46   (f) ADJ UNCH    2 0
 JW0690
 JW0690.Superseded values are not recommended for survey control.
 JW0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0690.See file dsdata.txt to determine how the superseded data were derived.
 JW0690
 JW0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD708587(NAD 83)
 JW0690_MARKER: DB = BENCH MARK DISK
 JW0690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0690_SP_SET: LEDGE
 JW0690_STAMPING: M 18 1934
 JW0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0690
 JW0690  HISTORY     - Date     Condition        Report By
 JW0690  HISTORY     - 1934     MONUMENTED       CGS
 JW0690
 JW0690                          STATION DESCRIPTION
 JW0690
 JW0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0690'1.8 MI SE FROM NEWCREEK.
 JW0690'1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM NEWCREEK, MINERAL
 JW0690'COUNTY, 102 YARDS NORTHWEST OF THE YELLOW HOUSE OF MRS. W.D.
 JW0690'RODRICK, 26 YARDS NORTH OF POLE 233, 7 YARDS NORTHEAST OF THE
 JW0690'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LEDGE, AND 2 FEET
 JW0690'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 18 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2474 ***********************************************************************
 GX2474  DESIGNATION -  M 180
 GX2474  PID         -  GX2474
 GX2474  STATE/COUNTY-  WV/WYOMING
 GX2474  USGS QUAD   -  MATHENY (1976)
 GX2474
 GX2474                         *CURRENT SURVEY CONTROL
 GX2474  ___________________________________________________________________
 GX2474* NAD 83(1986)-  37 40 11.     (N)    081 33 45.     (W)     SCALED    
 GX2474* NAVD 88     -       420.792  (meters)    1380.55   (feet)  ADJUSTED  
 GX2474  ___________________________________________________________________
 GX2474  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GX2474  DYNAMIC HT  -         420.455 (meters)    1379.44  (feet)  COMP
 GX2474  MODELED GRAV-     979,817.3   (mgal)                       NAVD 88
 GX2474
 GX2474  VERT ORDER  -  SECOND    CLASS 0
 GX2474
 GX2474.The horizontal coordinates were scaled from a topographic map and have
 GX2474.an estimated accuracy of +/- 6 seconds.
 GX2474
 GX2474.The orthometric height was determined by differential leveling
 GX2474.and adjusted by the National Geodetic Survey in June 1991..
 GX2474
 GX2474.The geoid height was determined by GEOID03.
 GX2474
 GX2474.The dynamic height is computed by dividing the NAVD 88
 GX2474.geopotential number by the normal gravity value computed on the
 GX2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2474.degrees latitude (g = 980.6199 gals.).
 GX2474
 GX2474.The modeled gravity was interpolated from observed gravity values.
 GX2474
 GX2474;                    North         East    Units  Estimated Accuracy
 GX2474;SPC WV S     -    74,480.      550,380.      MT  (+/- 180 meters Scaled)
 GX2474
 GX2474                          SUPERSEDED SURVEY CONTROL
 GX2474
 GX2474  NGVD 29 (??/??/92)  420.956  (m)         1381.09   (f) ADJ UNCH    2 0
 GX2474
 GX2474.Superseded values are not recommended for survey control.
 GX2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2474.See file dsdata.txt to determine how the superseded data were derived.
 GX2474
 GX2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB503693(NAD 83)
 GX2474_MARKER: DB = BENCH MARK DISK
 GX2474_SETTING: 66 = SET IN ROCK OUTCROP
 GX2474_SP_SET: CUT
 GX2474_STAMPING: M 180 1958
 GX2474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2474+STABILITY: POSITION/ELEVATION WELL
 GX2474
 GX2474  HISTORY     - Date     Condition        Report By
 GX2474  HISTORY     - 1958     MONUMENTED       CGS
 GX2474  HISTORY     - 20030202 GOOD             INDIV
 GX2474
 GX2474                          STATION DESCRIPTION
 GX2474
 GX2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2474'0.9 MI SE FROM JESSE.
 GX2474'ABOUT 0.9 MILE SOUTHEAST ALONG THE GLEN DANIEL ROAD FROM THE
 GX2474'JUNCTION OF STATE HIGHWAY 10 AT JESSE, ON THE INSIDE AND AT THE
 GX2474'NORTHEAST END OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 GX2474'WEST, SET VERTICALLY IN THE SOUTHEAST FACE OF A LONG ROCK CUT,
 GX2474'23 FEET NORTHWEST OF CENTER LINE OF ROAD, 180 FEET SOUTHWEST OF
 GX2474'THE NORTHEAST END OF THE CUT, 1 FOOT ABOVE THE GROUND, AND ABOUT
 GX2474'4 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2474
 GX2474                          STATION RECOVERY (2003)
 GX2474
 GX2474'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1218 ***********************************************************************
 GX1218  DESIGNATION -  M 181
 GX1218  PID         -  GX1218
 GX1218  STATE/COUNTY-  WV/WYOMING
 GX1218  USGS QUAD   -  MC GRAWS (1976)
 GX1218
 GX1218                         *CURRENT SURVEY CONTROL
 GX1218  ___________________________________________________________________
 GX1218* NAD 83(1986)-  37 38 12.     (N)    081 23 32.     (W)     SCALED    
 GX1218* NAVD 88     -       484.302  (meters)    1588.91   (feet)  ADJUSTED  
 GX1218  ___________________________________________________________________
 GX1218  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX1218  DYNAMIC HT  -         483.912 (meters)    1587.63  (feet)  COMP
 GX1218  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GX1218
 GX1218  VERT ORDER  -  SECOND    CLASS 0
 GX1218
 GX1218.The horizontal coordinates were scaled from a topographic map and have
 GX1218.an estimated accuracy of +/- 6 seconds.
 GX1218
 GX1218.The orthometric height was determined by differential leveling
 GX1218.and adjusted by the National Geodetic Survey in June 1991..
 GX1218
 GX1218.The geoid height was determined by GEOID03.
 GX1218
 GX1218.The dynamic height is computed by dividing the NAVD 88
 GX1218.geopotential number by the normal gravity value computed on the
 GX1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1218.degrees latitude (g = 980.6199 gals.).
 GX1218
 GX1218.The modeled gravity was interpolated from observed gravity values.
 GX1218
 GX1218;                    North         East    Units  Estimated Accuracy
 GX1218;SPC WV S     -    70,740.      565,380.      MT  (+/- 180 meters Scaled)
 GX1218
 GX1218                          SUPERSEDED SURVEY CONTROL
 GX1218
 GX1218  NGVD 29 (??/??/92)  484.465  (m)         1589.45   (f) ADJ UNCH    2 0
 GX1218
 GX1218.Superseded values are not recommended for survey control.
 GX1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1218.See file dsdata.txt to determine how the superseded data were derived.
 GX1218
 GX1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB653655(NAD 83)
 GX1218_MARKER: DB = BENCH MARK DISK
 GX1218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1218_SP_SET: BRIDGE
 GX1218_STAMPING: M 181 1958
 GX1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1218
 GX1218  HISTORY     - Date     Condition        Report By
 GX1218  HISTORY     - 1958     MONUMENTED       CGS
 GX1218  HISTORY     - 20030202 MARK NOT FOUND   INDIV
 GX1218
 GX1218                          STATION DESCRIPTION
 GX1218
 GX1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1218'AT MABEN.
 GX1218'AT MABEN, ABOUT 15 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF
 GX1218'THE POST OFFICE, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT
 GX1218'FOR A 50-FOOT BRIDGE OVER SLAB FORK CREEK, 8 FEET NORTH OF CENTER
 GX1218'LINE OF ROAR, 1/2 FOOT SOUTH OF THE NORTH END OF THE ABUTMENT,
 GX1218'AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
 GX1218
 GX1218                          STATION RECOVERY (2003)
 GX1218
 GX1218'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX1218'BELIEVE DESTROYED NEW BRIDGE DATED 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1345 ***********************************************************************
 GX1345  DESIGNATION -  M 182
 GX1345  PID         -  GX1345
 GX1345  STATE/COUNTY-  WV/MCDOWELL
 GX1345  USGS QUAD   -  ANAWALT (1977)
 GX1345
 GX1345                         *CURRENT SURVEY CONTROL
 GX1345  ___________________________________________________________________
 GX1345* NAD 83(1986)-  37 20 04.     (N)    081 26 09.     (W)     SCALED    
 GX1345* NAVD 88     -       514.140  (meters)    1686.81   (feet)  ADJUSTED  
 GX1345  ___________________________________________________________________
 GX1345  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GX1345  DYNAMIC HT  -         513.693 (meters)    1685.34  (feet)  COMP
 GX1345  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 GX1345
 GX1345  VERT ORDER  -  SECOND    CLASS 0
 GX1345
 GX1345.The horizontal coordinates were scaled from a topographic map and have
 GX1345.an estimated accuracy of +/- 6 seconds.
 GX1345
 GX1345.The orthometric height was determined by differential leveling
 GX1345.and adjusted by the National Geodetic Survey in June 1991..
 GX1345
 GX1345.The geoid height was determined by GEOID03.
 GX1345
 GX1345.The dynamic height is computed by dividing the NAVD 88
 GX1345.geopotential number by the normal gravity value computed on the
 GX1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1345.degrees latitude (g = 980.6199 gals.).
 GX1345
 GX1345.The modeled gravity was interpolated from observed gravity values.
 GX1345
 GX1345;                    North         East    Units  Estimated Accuracy
 GX1345;SPC WV S     -    37,210.      561,380.      MT  (+/- 180 meters Scaled)
 GX1345
 GX1345                          SUPERSEDED SURVEY CONTROL
 GX1345
 GX1345  NGVD 29 (??/??/92)  514.270  (m)         1687.23   (f) ADJ UNCH    2 0
 GX1345
 GX1345.Superseded values are not recommended for survey control.
 GX1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1345.See file dsdata.txt to determine how the superseded data were derived.
 GX1345
 GX1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB613320(NAD 83)
 GX1345_MARKER: DB = BENCH MARK DISK
 GX1345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1345_SP_SET: BRIDGE
 GX1345_STAMPING: M 182 1958
 GX1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1345
 GX1345  HISTORY     - Date     Condition        Report By
 GX1345  HISTORY     - 1958     MONUMENTED       CGS
 GX1345
 GX1345                          STATION DESCRIPTION
 GX1345
 GX1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1345'AT ANAWALT.
 GX1345'AT ANAWALT, ABOUT 90 YARDS SOUTH AND ACROSS A BLACK TOP ROAD AND
 GX1345'THE NORFOLK AND WESTERN RAILWAY TRACK FROM THE RAILWAY STATION,
 GX1345'(THE SOUTH CORNER), IN TOP OF THE WEST END OF THE SOUTH ABUTMENT
 GX1345'FOR BRIDGE 2219 OVER TUG FORK, (THE SOUTH ONE OF TWO BRIDGES),
 GX1345'6 1/2 FEET WEST OF THE WEST RAIL, 1 1/2 FEET BELOW THE LEVEL OF
 GX1345'THE TRACK, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1181 ***********************************************************************
 GX1181  DESIGNATION -  M 183
 GX1181  PID         -  GX1181
 GX1181  STATE/COUNTY-  WV/RALEIGH
 GX1181  USGS QUAD   -  LESTER (1976)
 GX1181
 GX1181                         *CURRENT SURVEY CONTROL
 GX1181  ___________________________________________________________________
 GX1181* NAD 83(1986)-  37 44 45.     (N)    081 18 16.     (W)     SCALED    
 GX1181* NAVD 88     -       623.775  (meters)    2046.50   (feet)  ADJUSTED  
 GX1181  ___________________________________________________________________
 GX1181  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX1181  DYNAMIC HT  -         623.268 (meters)    2044.84  (feet)  COMP
 GX1181  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 GX1181
 GX1181  VERT ORDER  -  SECOND    CLASS 0
 GX1181
 GX1181.The horizontal coordinates were scaled from a topographic map and have
 GX1181.an estimated accuracy of +/- 6 seconds.
 GX1181
 GX1181.The orthometric height was determined by differential leveling
 GX1181.and adjusted by the National Geodetic Survey in June 1991..
 GX1181
 GX1181.The geoid height was determined by GEOID03.
 GX1181
 GX1181.The dynamic height is computed by dividing the NAVD 88
 GX1181.geopotential number by the normal gravity value computed on the
 GX1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1181.degrees latitude (g = 980.6199 gals.).
 GX1181
 GX1181.The modeled gravity was interpolated from observed gravity values.
 GX1181
 GX1181;                    North         East    Units  Estimated Accuracy
 GX1181;SPC WV S     -    82,820.      573,170.      MT  (+/- 180 meters Scaled)
 GX1181
 GX1181                          SUPERSEDED SURVEY CONTROL
 GX1181
 GX1181  NGVD 29 (??/??/92)  623.936  (m)         2047.03   (f) ADJ UNCH    2 0
 GX1181
 GX1181.Superseded values are not recommended for survey control.
 GX1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1181.See file dsdata.txt to determine how the superseded data were derived.
 GX1181
 GX1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB731776(NAD 83)
 GX1181_MARKER: DB = BENCH MARK DISK
 GX1181_SETTING: 66 = SET IN ROCK OUTCROP
 GX1181_SP_SET: ROCK
 GX1181_STAMPING: M 183 1958
 GX1181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1181+STABILITY: POSITION/ELEVATION WELL
 GX1181
 GX1181  HISTORY     - Date     Condition        Report By
 GX1181  HISTORY     - 1958     MONUMENTED       CGS
 GX1181
 GX1181                          STATION DESCRIPTION
 GX1181
 GX1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1181'2 MI S FROM SURVEYOR.
 GX1181'ABOUT 2.05 MILES SOUTH ALONG A BLACK TOP ROAD TO LESTER FROM TRAP
 GX1181'HILL HIGH SCHOOL AT SURVEYOR, ALSO 0.75 MILE NORTH ALONG A BLACK
 GX1181'TOP ROAD TO SURVEYOR FROM THE MAIN STREET CROSSING AT LESTER,
 GX1181'ABOUT 82 YARDS SOUTHWEST OF THE SOUTHWEST DRIVE TO A ONE STORY
 GX1181'HOUSE THAT SETS ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING
 GX1181'NORTH AND SOUTHWEST, IN TOP OF A ROCK 18 FEET LONG AND 1 1/2
 GX1181'FEET HIGH THAT IS PART OF A CUT, 18 FEET SOUTHEAST OF CENTER LINE
 GX1181'OF ROAD, 4 FEET NORTHEAST OF THE SOUTHWEST END OF ROCK, 1 FOOT
 GX1181'SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK, AND ABOUT 3 FEET
 GX1181'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2041 ***********************************************************************
 GX2041  DESIGNATION -  M 184
 GX2041  PID         -  GX2041
 GX2041  STATE/COUNTY-  WV/MCDOWELL
 GX2041  USGS QUAD   -  GARY (1977)
 GX2041
 GX2041                         *CURRENT SURVEY CONTROL
 GX2041  ___________________________________________________________________
 GX2041* NAD 83(1986)-  37 19 12.     (N)    081 32 35.     (W)     SCALED    
 GX2041* NAVD 88     -       515.488  (meters)    1691.23   (feet)  ADJUSTED  
 GX2041  ___________________________________________________________________
 GX2041  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GX2041  DYNAMIC HT  -         515.051 (meters)    1689.80  (feet)  COMP
 GX2041  MODELED GRAV-     979,766.2   (mgal)                       NAVD 88
 GX2041
 GX2041  VERT ORDER  -  SECOND    CLASS 0
 GX2041
 GX2041.The horizontal coordinates were scaled from a topographic map and have
 GX2041.an estimated accuracy of +/- 6 seconds.
 GX2041
 GX2041.The orthometric height was determined by differential leveling
 GX2041.and adjusted by the National Geodetic Survey in June 1991..
 GX2041
 GX2041.The geoid height was determined by GEOID03.
 GX2041
 GX2041.The dynamic height is computed by dividing the NAVD 88
 GX2041.geopotential number by the normal gravity value computed on the
 GX2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2041.degrees latitude (g = 980.6199 gals.).
 GX2041
 GX2041.The modeled gravity was interpolated from observed gravity values.
 GX2041
 GX2041;                    North         East    Units  Estimated Accuracy
 GX2041;SPC WV S     -    35,660.      551,860.      MT  (+/- 180 meters Scaled)
 GX2041
 GX2041                          SUPERSEDED SURVEY CONTROL
 GX2041
 GX2041  NGVD 29 (??/??/92)  515.637  (m)         1691.72   (f) ADJ UNCH    2 0
 GX2041
 GX2041.Superseded values are not recommended for survey control.
 GX2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2041.See file dsdata.txt to determine how the superseded data were derived.
 GX2041
 GX2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB518305(NAD 83)
 GX2041_MARKER: DB = BENCH MARK DISK
 GX2041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2041_SP_SET: ABUTMENT
 GX2041_STAMPING: M 184 1958
 GX2041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2041
 GX2041  HISTORY     - Date     Condition        Report By
 GX2041  HISTORY     - 1958     MONUMENTED       CGS
 GX2041
 GX2041                          STATION DESCRIPTION
 GX2041
 GX2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2041'0.2 MI N FROM FILBERT.
 GX2041'0.15 MILE NORTH ALONG A BLACK TOP ROAD LEADING TO ELBERT FROM
 GX2041'THE POST OFFICE AT FILBERT, IN TOP OF THE SOUTH END OF THE EAST
 GX2041'GUARD RAIL BASE DIRECTLY OVER THE SOUTH ABUTMENT FOR A 15-FOOT
 GX2041'CONCRETE AND STONE BRIDGE OVER A SMALL STREAM, 10 FEET EAST OF THE
 GX2041'CENTER LINE OF ROAD, 2 1/2 FEET NORTH OF THE SOUTH END OF THE
 GX2041'BASE, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2248 ***********************************************************************
 HX2248  DESIGNATION -  M 185
 HX2248  PID         -  HX2248
 HX2248  STATE/COUNTY-  WV/BOONE
 HX2248  USGS QUAD   -  MADISON (1976)
 HX2248
 HX2248                         *CURRENT SURVEY CONTROL
 HX2248  ___________________________________________________________________
 HX2248* NAD 83(1986)-  38 00 36.     (N)    081 45 27.     (W)     SCALED    
 HX2248* NAVD 88     -       232.582  (meters)     763.06   (feet)  ADJUSTED  
 HX2248  ___________________________________________________________________
 HX2248  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HX2248  DYNAMIC HT  -         232.411 (meters)     762.50  (feet)  COMP
 HX2248  MODELED GRAV-     979,891.0   (mgal)                       NAVD 88
 HX2248
 HX2248  VERT ORDER  -  SECOND    CLASS 0
 HX2248
 HX2248.The horizontal coordinates were scaled from a topographic map and have
 HX2248.an estimated accuracy of +/- 6 seconds.
 HX2248
 HX2248.The orthometric height was determined by differential leveling
 HX2248.and adjusted by the National Geodetic Survey in June 1991..
 HX2248
 HX2248.The geoid height was determined by GEOID03.
 HX2248
 HX2248.The dynamic height is computed by dividing the NAVD 88
 HX2248.geopotential number by the normal gravity value computed on the
 HX2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2248.degrees latitude (g = 980.6199 gals.).
 HX2248
 HX2248.The modeled gravity was interpolated from observed gravity values.
 HX2248
 HX2248;                    North         East    Units  Estimated Accuracy
 HX2248;SPC WV S     -   112,370.      533,480.      MT  (+/- 180 meters Scaled)
 HX2248
 HX2248                          SUPERSEDED SURVEY CONTROL
 HX2248
 HX2248  NGVD 29 (??/??/92)  232.786  (m)          763.73   (f) ADJ UNCH    2 0
 HX2248
 HX2248.Superseded values are not recommended for survey control.
 HX2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2248.See file dsdata.txt to determine how the superseded data were derived.
 HX2248
 HX2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC335071(NAD 83)
 HX2248_MARKER: DB = BENCH MARK DISK
 HX2248_SETTING: 66 = SET IN ROCK OUTCROP
 HX2248_SP_SET: ROCK CUT
 HX2248_STAMPING: M 185 1958
 HX2248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2248+STABILITY: POSITION/ELEVATION WELL
 HX2248
 HX2248  HISTORY     - Date     Condition        Report By
 HX2248  HISTORY     - 1958     MONUMENTED       CGS
 HX2248  HISTORY     - 1973     GOOD             LOCENG
 HX2248
 HX2248                          STATION DESCRIPTION
 HX2248
 HX2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2248'5 MI NW FROM VAN.
 HX2248'ABOUT 5.05 MILES NORTHWEST ALONG STATE HIGHWAY 79 FROM THE
 HX2248'JUNCTION OF STATE HIGHWAY 78 AT VAN, SET VERTICALLY IN THE
 HX2248'SOUTH FACE OF A 9-FOOT HIGH SOLID ROCK AT THE BOTTOM OF A 15-FOOT
 HX2248'HIGH ROCK CUT, 3 1/2 FEET ABOVE THE GROUND, 50 YARDS EAST OF
 HX2248'THE EAST END OF A CURVE WITH TANGENST EXTENDING EAST AND
 HX2248'NORTHWEST, 22 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY, 26 1/2
 HX2248'FEET EAST OF CABLE LINE POLE 10-177, 61 FEET WEST OF THE
 HX2248'CENTER OF THE NORTH END OF A 15-INCH PIPE CULVERT WITH CONCRETE
 HX2248'HEAD WALL, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX2248
 HX2248                          STATION RECOVERY (1973)
 HX2248
 HX2248'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2315 ***********************************************************************
 GX2315  DESIGNATION -  M 186
 GX2315  PID         -  GX2315
 GX2315  STATE/COUNTY-  WV/BOONE
 GX2315  USGS QUAD   -  WHARTON (1988)
 GX2315
 GX2315                         *CURRENT SURVEY CONTROL
 GX2315  ___________________________________________________________________
 GX2315* NAD 83(1986)-  37 59 53.     (N)    081 40 32.     (W)     SCALED    
 GX2315* NAVD 88     -       311.553  (meters)    1022.15   (feet)  ADJUSTED  
 GX2315  ___________________________________________________________________
 GX2315  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GX2315  DYNAMIC HT  -         311.319 (meters)    1021.39  (feet)  COMP
 GX2315  MODELED GRAV-     979,870.0   (mgal)                       NAVD 88
 GX2315
 GX2315  VERT ORDER  -  SECOND    CLASS 0
 GX2315
 GX2315.The horizontal coordinates were scaled from a topographic map and have
 GX2315.an estimated accuracy of +/- 6 seconds.
 GX2315
 GX2315.The orthometric height was determined by differential leveling
 GX2315.and adjusted by the National Geodetic Survey in June 1991..
 GX2315
 GX2315.The geoid height was determined by GEOID03.
 GX2315
 GX2315.The dynamic height is computed by dividing the NAVD 88
 GX2315.geopotential number by the normal gravity value computed on the
 GX2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2315.degrees latitude (g = 980.6199 gals.).
 GX2315
 GX2315.The modeled gravity was interpolated from observed gravity values.
 GX2315
 GX2315;                    North         East    Units  Estimated Accuracy
 GX2315;SPC WV S     -   110,990.      540,670.      MT  (+/- 180 meters Scaled)
 GX2315
 GX2315                          SUPERSEDED SURVEY CONTROL
 GX2315
 GX2315  NGVD 29 (??/??/92)  311.748  (m)         1022.79   (f) ADJ UNCH    2 0
 GX2315
 GX2315.Superseded values are not recommended for survey control.
 GX2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2315.See file dsdata.txt to determine how the superseded data were derived.
 GX2315
 GX2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC406058(NAD 83)
 GX2315_MARKER: DB = BENCH MARK DISK
 GX2315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2315_SP_SET: CULVERT
 GX2315_STAMPING: M 186 1958
 GX2315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2315
 GX2315  HISTORY     - Date     Condition        Report By
 GX2315  HISTORY     - 1958     MONUMENTED       CGS
 GX2315
 GX2315                          STATION DESCRIPTION
 GX2315
 GX2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2315'3.4 MI NE FROM VAN.
 GX2315'ABOUT 0.95 MILE EAST AND NORTH ALONG STATE HIGHWAY 78 FROM THE
 GX2315'JUNCTION OF STATE HIGHWAY 79 AT VAN, THENCE 2.5 MILES NORTHEAST
 GX2315'ALONG A BLACK TOP ROAD ALONG WHITES BRANCH TO WILLIAMS, 1.25
 GX2315'MILES NORTHEAST OF A SMALL CONCRETE BRIDGE OVER INDIAN HOLLOW,
 GX2315'10 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP
 GX2315'OF AND 3 1/2 FEET NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 GX2315'HEAD WALL FOR A 3-FOOT CONCRETE AND STONE CULVERT FOR A SMALL
 GX2315'CREEK BRANCH, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2382 ***********************************************************************
 GX2382  DESIGNATION -  M 187
 GX2382  PID         -  GX2382
 GX2382  STATE/COUNTY-  WV/BOONE
 GX2382  USGS QUAD   -  CLOTHIER (1989)
 GX2382
 GX2382                         *CURRENT SURVEY CONTROL
 GX2382  ___________________________________________________________________
 GX2382* NAD 83(1986)-  37 56 44.     (N)    081 48 17.     (W)     SCALED    
 GX2382* NAVD 88     -       250.603  (meters)     822.19   (feet)  ADJUSTED  
 GX2382  ___________________________________________________________________
 GX2382  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GX2382  DYNAMIC HT  -         250.419 (meters)     821.58  (feet)  COMP
 GX2382  MODELED GRAV-     979,890.8   (mgal)                       NAVD 88
 GX2382
 GX2382  VERT ORDER  -  SECOND    CLASS 0
 GX2382
 GX2382.The horizontal coordinates were scaled from a topographic map and have
 GX2382.an estimated accuracy of +/- 6 seconds.
 GX2382
 GX2382.The orthometric height was determined by differential leveling
 GX2382.and adjusted by the National Geodetic Survey in June 1991..
 GX2382
 GX2382.The geoid height was determined by GEOID03.
 GX2382
 GX2382.The dynamic height is computed by dividing the NAVD 88
 GX2382.geopotential number by the normal gravity value computed on the
 GX2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2382.degrees latitude (g = 980.6199 gals.).
 GX2382
 GX2382.The modeled gravity was interpolated from observed gravity values.
 GX2382
 GX2382;                    North         East    Units  Estimated Accuracy
 GX2382;SPC WV S     -   105,250.      529,270.      MT  (+/- 180 meters Scaled)
 GX2382
 GX2382                          SUPERSEDED SURVEY CONTROL
 GX2382
 GX2382  NGVD 29 (??/??/92)  250.816  (m)          822.89   (f) ADJ UNCH    2 0
 GX2382
 GX2382.Superseded values are not recommended for survey control.
 GX2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2382.See file dsdata.txt to determine how the superseded data were derived.
 GX2382
 GX2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC292000(NAD 83)
 GX2382_MARKER: DB = BENCH MARK DISK
 GX2382_SETTING: 66 = SET IN ROCK OUTCROP
 GX2382_SP_SET: ROCK CUT
 GX2382_STAMPING: M 187 1958
 GX2382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2382+STABILITY: POSITION/ELEVATION WELL
 GX2382
 GX2382  HISTORY     - Date     Condition        Report By
 GX2382  HISTORY     - 1958     MONUMENTED       CGS
 GX2382  HISTORY     - 1973     GOOD             LOCENG
 GX2382
 GX2382                          STATION DESCRIPTION
 GX2382
 GX2382'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2382'0.7 MI E FROM CLOTHIER.
 GX2382'ABOUT 0.7 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX2382'THE STATION AT CLOTHIER, 0.3 MILE NORTHWEST OF MILE POST 1, 145
 GX2382'YARDS SOUTHEAST OF THE SOUTHEAST END OF BRIDGE 06 OVER SPRUCE
 GX2382'LAUREL FORK, SET VERTICALLY IN THE SOUTHWEST FACE OF A 15-FOOT
 GX2382'HIGH SOLID ROCK CUT, 4 FEET ABOVE THE GROUND, 10.7 FEET
 GX2382'NORTHEAST OF THE NORTHEAST RAIL, 45 YARDS SOUTHEAST OF THE
 GX2382'NORTHEAST END OF A 15-INCH PIPE CULVERT, AND ABOUT 2 1/2 FEET
 GX2382'ABOVE THE LEVEL OF THE TRACK.
 GX2382
 GX2382                          STATION RECOVERY (1973)
 GX2382
 GX2382'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2133 ***********************************************************************
 GX2133  DESIGNATION -  M 188
 GX2133  PID         -  GX2133
 GX2133  STATE/COUNTY-  WV/BOONE
 GX2133  USGS QUAD   -  PILOT KNOB (1989)
 GX2133
 GX2133                         *CURRENT SURVEY CONTROL
 GX2133  ___________________________________________________________________
 GX2133* NAD 83(1986)-  37 48 20.     (N)    081 35 47.     (W)     SCALED    
 GX2133* NAVD 88     -       427.990  (meters)    1404.16   (feet)  ADJUSTED  
 GX2133  ___________________________________________________________________
 GX2133  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX2133  DYNAMIC HT  -         427.656 (meters)    1403.07  (feet)  COMP
 GX2133  MODELED GRAV-     979,838.3   (mgal)                       NAVD 88
 GX2133
 GX2133  VERT ORDER  -  SECOND    CLASS 0
 GX2133
 GX2133.The horizontal coordinates were scaled from a topographic map and have
 GX2133.an estimated accuracy of +/- 6 seconds.
 GX2133
 GX2133.The orthometric height was determined by differential leveling
 GX2133.and adjusted by the National Geodetic Survey in June 1991..
 GX2133
 GX2133.The geoid height was determined by GEOID03.
 GX2133
 GX2133.The dynamic height is computed by dividing the NAVD 88
 GX2133.geopotential number by the normal gravity value computed on the
 GX2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2133.degrees latitude (g = 980.6199 gals.).
 GX2133
 GX2133.The modeled gravity was interpolated from observed gravity values.
 GX2133
 GX2133;                    North         East    Units  Estimated Accuracy
 GX2133;SPC WV S     -    89,580.      547,480.      MT  (+/- 180 meters Scaled)
 GX2133
 GX2133                          SUPERSEDED SURVEY CONTROL
 GX2133
 GX2133  NGVD 29 (??/??/92)  428.153  (m)         1404.70   (f) ADJ UNCH    2 0
 GX2133
 GX2133.Superseded values are not recommended for survey control.
 GX2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2133.See file dsdata.txt to determine how the superseded data were derived.
 GX2133
 GX2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB475844(NAD 83)
 GX2133_MARKER: DB = BENCH MARK DISK
 GX2133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2133_SP_SET: BRIDGE
 GX2133_STAMPING: M 188 1958
 GX2133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2133
 GX2133  HISTORY     - Date     Condition        Report By
 GX2133  HISTORY     - 1958     MONUMENTED       CGS
 GX2133
 GX2133                          STATION DESCRIPTION
 GX2133
 GX2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2133'5.9 MI SE FROM BALD KNOB.
 GX2133'ABOUT 5.9 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE BRIDGE
 GX2133'OVER JAMES BRANCH AT BALD KNOB, 0.3 MILE NORTHWEST OF THE JUNCTION
 GX2133'OF A ROAD LEADING SOUTH FOLLOWING SKIN FORK UPSTREAM AND CONCRETE
 GX2133'HIGHWAY BRIDGE OVER SKIN FORK, IN TOP OF THE NORTHWEST END OF THE
 GX2133'SOUTHWEST HEAD WALL (WITH WING WALL) FOR A 72-INCH PIPE CULVERT
 GX2133'UNDER THE HIGHWAY, 25 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 GX2133'AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2375 ***********************************************************************
 GX2375  DESIGNATION -  M 189
 GX2375  PID         -  GX2375
 GX2375  STATE/COUNTY-  WV/LOGAN
 GX2375  USGS QUAD   -  LORADO (1989)
 GX2375
 GX2375                         *CURRENT SURVEY CONTROL
 GX2375  ___________________________________________________________________
 GX2375* NAD 83(1986)-  37 47 49.     (N)    081 37 47.     (W)     SCALED    
 GX2375* NAVD 88     -       580.226  (meters)    1903.62   (feet)  ADJUSTED  
 GX2375  ___________________________________________________________________
 GX2375  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX2375  DYNAMIC HT  -         579.780 (meters)    1902.16  (feet)  COMP
 GX2375  MODELED GRAV-     979,840.5   (mgal)                       NAVD 88
 GX2375
 GX2375  VERT ORDER  -  SECOND    CLASS 0
 GX2375
 GX2375.The horizontal coordinates were scaled from a topographic map and have
 GX2375.an estimated accuracy of +/- 6 seconds.
 GX2375
 GX2375.The orthometric height was determined by differential leveling
 GX2375.and adjusted by the National Geodetic Survey in June 1991..
 GX2375
 GX2375.The geoid height was determined by GEOID03.
 GX2375
 GX2375.The dynamic height is computed by dividing the NAVD 88
 GX2375.geopotential number by the normal gravity value computed on the
 GX2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2375.degrees latitude (g = 980.6199 gals.).
 GX2375
 GX2375.The modeled gravity was interpolated from observed gravity values.
 GX2375
 GX2375;                    North         East    Units  Estimated Accuracy
 GX2375;SPC WV S     -    88,640.      544,540.      MT  (+/- 180 meters Scaled)
 GX2375
 GX2375                          SUPERSEDED SURVEY CONTROL
 GX2375
 GX2375  NGVD 29 (??/??/92)  580.402  (m)         1904.20   (f) ADJ UNCH    2 0
 GX2375
 GX2375.Superseded values are not recommended for survey control.
 GX2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2375.See file dsdata.txt to determine how the superseded data were derived.
 GX2375
 GX2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB445834(NAD 83)
 GX2375_MARKER: DB = BENCH MARK DISK
 GX2375_SETTING: 66 = SET IN ROCK OUTCROP
 GX2375_SP_SET: ROCK LAYER
 GX2375_STAMPING: M 189 1958
 GX2375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2375+STABILITY: POSITION/ELEVATION WELL
 GX2375
 GX2375  HISTORY     - Date     Condition        Report By
 GX2375  HISTORY     - 1958     MONUMENTED       CGS
 GX2375  HISTORY     - 20030131 MARK NOT FOUND   INDIV
 GX2375
 GX2375                          STATION DESCRIPTION
 GX2375
 GX2375'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2375'2.2 MI SW FROM ECHART.
 GX2375'ABOUT 1.75 MILES SOUTHWEST ALONG A FOOT PATH LEADING ACROSS A
 GX2375'MOUNTAIN TO SAUNDERS FROM THE JUNCTION OF STATE HIGHWAY 79 AT
 GX2375'ECHART, THENCE 0.5 MILES SOUTHWEST ALONG A ROAD, 0.35 MILE
 GX2375'NORTHWEST OF AND DOWNSTREAM FROM FORKS OF CREEK, 60 YARDS
 GX2375'NORTHWEST OF A FORD ACROSS A CREEK, SET VERTICALLY IN THE WEST
 GX2375'FACE OF 1-FOOT HIGH LAYER OF ROCK IN THE BOTTOM OF HILLSIDE,
 GX2375'8 FEET NORTHEAST OF THE CENTER LINE OF ROAD, 61 FEET NORTH OF
 GX2375'AND ACROSS THE ROAD FROM THE NORTH CORNER OF A SMALL CABIN, 94
 GX2375'FEET NORTH OF AND ACROSS THE ROAD FROM THE NORTH CORNER OF A
 GX2375'CONCRETE BLOCK GARAGE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 GX2375'ROAD.
 GX2375
 GX2375                          STATION RECOVERY (2003)
 GX2375
 GX2375'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2375'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1809 ***********************************************************************
 HW1809  DESIGNATION -  M 19
 HW1809  PID         -  HW1809
 HW1809  STATE/COUNTY-  WV/POCAHONTAS
 HW1809  USGS QUAD   -  MINNEHAHA SPRINGS (1995)
 HW1809
 HW1809                         *CURRENT SURVEY CONTROL
 HW1809  ___________________________________________________________________
 HW1809* NAD 83(1986)-  38 07 40.     (N)    079 57 23.     (W)     SCALED    
 HW1809* NAVD 88     -       747.029  (meters)    2450.88   (feet)  ADJUSTED  
 HW1809  ___________________________________________________________________
 HW1809  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HW1809  DYNAMIC HT  -         746.409 (meters)    2448.84  (feet)  COMP
 HW1809  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 HW1809
 HW1809  VERT ORDER  -  SECOND    CLASS 0
 HW1809
 HW1809.The horizontal coordinates were scaled from a topographic map and have
 HW1809.an estimated accuracy of +/- 6 seconds.
 HW1809
 HW1809.The orthometric height was determined by differential leveling
 HW1809.and adjusted by the National Geodetic Survey in June 1991..
 HW1809
 HW1809.The geoid height was determined by GEOID03.
 HW1809
 HW1809.The dynamic height is computed by dividing the NAVD 88
 HW1809.geopotential number by the normal gravity value computed on the
 HW1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1809.degrees latitude (g = 980.6199 gals.).
 HW1809
 HW1809.The modeled gravity was interpolated from observed gravity values.
 HW1809
 HW1809;                    North         East    Units  Estimated Accuracy
 HW1809;SPC WV S     -   125,690.      691,500.      MT  (+/- 180 meters Scaled)
 HW1809
 HW1809                          SUPERSEDED SURVEY CONTROL
 HW1809
 HW1809  NGVD 29 (??/??/92)  747.099  (m)         2451.11   (f) ADJ UNCH    2 0
 HW1809
 HW1809.Superseded values are not recommended for survey control.
 HW1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1809.See file dsdata.txt to determine how the superseded data were derived.
 HW1809
 HW1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC914205(NAD 83)
 HW1809_MARKER: DB = BENCH MARK DISK
 HW1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1809_STAMPING: M 19 1934
 HW1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1809+STABILITY: SURFACE MOTION
 HW1809
 HW1809  HISTORY     - Date     Condition        Report By
 HW1809  HISTORY     - 1934     MONUMENTED       CGS
 HW1809  HISTORY     - 1958     GOOD             NGS
 HW1809
 HW1809                          STATION DESCRIPTION
 HW1809
 HW1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1809'0.4 MI FROM RIMEL.
 HW1809'REVISED DESCRIPTION-- 0.36 MILE WEST ALONG THE NEW HIGHWAY 39
 HW1809'FROM THE JUNCTION AT RIMEL, POCAHONTAS COUNTY, 345 FEET NORTH OF
 HW1809'THE NEW BLACK-TOP ROAD, 6 FEET NORTH OF THE NORTH EDGE OF A
 HW1809'BORROW-PIT, AND 57 FEET EAST OF A SMALL RAVINE.  A STANDARD DISK,
 HW1809'STAMPED M 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2370 ***********************************************************************
 GX2370  DESIGNATION -  M 190
 GX2370  PID         -  GX2370
 GX2370  STATE/COUNTY-  WV/LOGAN
 GX2370  USGS QUAD   -  LORADO (1989)
 GX2370
 GX2370                         *CURRENT SURVEY CONTROL
 GX2370  ___________________________________________________________________
 GX2370* NAD 83(1986)-  37 48 08.     (N)    081 41 50.     (W)     SCALED    
 GX2370* NAVD 88     -       402.147  (meters)    1319.38   (feet)  ADJUSTED  
 GX2370  ___________________________________________________________________
 GX2370  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX2370  DYNAMIC HT  -         401.841 (meters)    1318.37  (feet)  COMP
 GX2370  MODELED GRAV-     979,855.5   (mgal)                       NAVD 88
 GX2370
 GX2370  VERT ORDER  -  SECOND    CLASS 0
 GX2370
 GX2370.The horizontal coordinates were scaled from a topographic map and have
 GX2370.an estimated accuracy of +/- 6 seconds.
 GX2370
 GX2370.The orthometric height was determined by differential leveling
 GX2370.and adjusted by the National Geodetic Survey in June 1991..
 GX2370
 GX2370.The geoid height was determined by GEOID03.
 GX2370
 GX2370.The dynamic height is computed by dividing the NAVD 88
 GX2370.geopotential number by the normal gravity value computed on the
 GX2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2370.degrees latitude (g = 980.6199 gals.).
 GX2370
 GX2370.The modeled gravity was interpolated from observed gravity values.
 GX2370
 GX2370;                    North         East    Units  Estimated Accuracy
 GX2370;SPC WV S     -    89,270.      538,600.      MT  (+/- 180 meters Scaled)
 GX2370
 GX2370                          SUPERSEDED SURVEY CONTROL
 GX2370
 GX2370  NGVD 29 (??/??/92)  402.331  (m)         1319.98   (f) ADJ UNCH    2 0
 GX2370
 GX2370.Superseded values are not recommended for survey control.
 GX2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2370.See file dsdata.txt to determine how the superseded data were derived.
 GX2370
 GX2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB386841(NAD 83)
 GX2370_MARKER: DB = BENCH MARK DISK
 GX2370_SETTING: 66 = SET IN ROCK OUTCROP
 GX2370_SP_SET: ROCK CUT
 GX2370_STAMPING: M 190 1958
 GX2370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2370+STABILITY: POSITION/ELEVATION WELL
 GX2370
 GX2370  HISTORY     - Date     Condition        Report By
 GX2370  HISTORY     - 1958     MONUMENTED       CGS
 GX2370
 GX2370                          STATION DESCRIPTION
 GX2370
 GX2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2370'1.8 MI W FROM SAUNDERS.
 GX2370'ABOUT 1.8 MILES WEST ALONG A ROAD TO AMHERSTDALE FROM THE NEW ZION
 GX2370'FREEWILL BAPTIST CHURCH AT SAUNDERS, 0.45 MILE SOUTHEAST OF THE
 GX2370'JUNCTION OF A ROAD LEADING NORTHEAST INTO TONEY FORK OF BUFFALO
 GX2370'CREEK AT PARDEE, 0.15 MILE EAST OF CHESAPEAKE AND OHIO RAILWAY MILE
 GX2370'POST 13, SET VERTICALLY IN THE SOUTH-SOUTHEAST FACE OF BOTTOM
 GX2370'ROCK IN 8-FOOT HIGH ROCK CUT, 1 FOOT ABOVE THE GROUND, 14 FEET
 GX2370'NORTHWEST OF THE CENTER LINE OF THE ROAD, 52 YARDS NORTHWEST OF
 GX2370'THE CONFLUENCE OF BUFFALO CREEK AND ELKLICK BRANCH SOUTHEAST, 125
 GX2370'YARDS WEST OF THE JUNCTION OF A ROAD LEADING SOUTHEAST ACROSS A
 GX2370'LARGE PIPE CULVERT INTO ELKLICK BRANCH, 117 FEET WEST OF THE NORTH
 GX2370'END OF A FOOT BRIDGE ACROSS BUFFALO CREEK, AND ABOUT 1 1/2 FEET
 GX2370'ABOVE THE LEVEL OF THE BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1969 ***********************************************************************
 GX1969  DESIGNATION -  M 191
 GX1969  PID         -  GX1969
 GX1969  STATE/COUNTY-  WV/MCDOWELL
 GX1969  USGS QUAD   -  BRADSHAW (1977)
 GX1969
 GX1969                         *CURRENT SURVEY CONTROL
 GX1969  ___________________________________________________________________
 GX1969* NAD 83(1986)-  37 17 39.     (N)    081 50 07.     (W)     SCALED    
 GX1969* NAVD 88     -       551.398  (meters)    1809.04   (feet)  ADJUSTED  
 GX1969  ___________________________________________________________________
 GX1969  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GX1969  DYNAMIC HT  -         550.921 (meters)    1807.48  (feet)  COMP
 GX1969  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 GX1969
 GX1969  VERT ORDER  -  SECOND    CLASS 0
 GX1969
 GX1969.The horizontal coordinates were scaled from a topographic map and have
 GX1969.an estimated accuracy of +/- 6 seconds.
 GX1969
 GX1969.The orthometric height was determined by differential leveling
 GX1969.and adjusted by the National Geodetic Survey in June 1991..
 GX1969
 GX1969.The geoid height was determined by GEOID03.
 GX1969
 GX1969.The dynamic height is computed by dividing the NAVD 88
 GX1969.geopotential number by the normal gravity value computed on the
 GX1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1969.degrees latitude (g = 980.6199 gals.).
 GX1969
 GX1969.The modeled gravity was interpolated from observed gravity values.
 GX1969
 GX1969;                    North         East    Units  Estimated Accuracy
 GX1969;SPC WV S     -    32,980.      525,940.      MT  (+/- 180 meters Scaled)
 GX1969
 GX1969                          SUPERSEDED SURVEY CONTROL
 GX1969
 GX1969  NGVD 29 (??/??/92)  551.550  (m)         1809.54   (f) ADJ UNCH    2 0
 GX1969
 GX1969.Superseded values are not recommended for survey control.
 GX1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1969.See file dsdata.txt to determine how the superseded data were derived.
 GX1969
 GX1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB259278(NAD 83)
 GX1969_MARKER: DB = BENCH MARK DISK
 GX1969_SETTING: 66 = SET IN ROCK OUTCROP
 GX1969_SP_SET: SET IN ROCK OUTCROP
 GX1969_STAMPING: M 191 1958
 GX1969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1969+STABILITY: POSITION/ELEVATION WELL
 GX1969
 GX1969  HISTORY     - Date     Condition        Report By
 GX1969  HISTORY     - 1958     MONUMENTED       CGS
 GX1969
 GX1969                          STATION DESCRIPTION
 GX1969
 GX1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1969'5.1 MI SW FROM BRADSHAW.
 GX1969'2.45 MILES SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION
 GX1969'OF STATE HIGHWAY 80 AT BRADSHAW, THENCE ABOUT 2.65 MILES SOUTHWEST
 GX1969'ALONG A GRAVEL ROAD ALONG MIDDLE FORK, 0.45 MILE SOUTHWEST OF
 GX1969'HAGERMAN SCHOOL, 0.55 MILE SOUTH OF A LARGE CULVERT FOR A CREEK
 GX1969'BRANCH WEST, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 GX1969'SET VERTICALLY IN THE NORTHEAST FACE OF RECEDING PART OF ROCK
 GX1969'CUT, 1 FOOT ABOVE THE GROUND, 75 YARDS SOUTHEAST AND UPHILL
 GX1969'FROM A 70-INCH CONCRETE PIPE CULVERT AND A SHARP CURVE, 15
 GX1969'YARDS NORTHWEST OF THE SOUTHEAST END OF SOLID PART OF ROCK CUT,
 GX1969'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0723 ***********************************************************************
 GX0723  DESIGNATION -  M 192
 GX0723  PID         -  GX0723
 GX0723  STATE/COUNTY-  WV/SUMMERS
 GX0723  USGS QUAD   -  TALCOTT (1968)
 GX0723
 GX0723                         *CURRENT SURVEY CONTROL
 GX0723  ___________________________________________________________________
 GX0723* NAD 83(1986)-  37 39 08.     (N)    080 52 19.     (W)     SCALED    
 GX0723* NAVD 88     -       428.931  (meters)    1407.25   (feet)  ADJUSTED  
 GX0723  ___________________________________________________________________
 GX0723  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX0723  DYNAMIC HT  -         428.577 (meters)    1406.09  (feet)  COMP
 GX0723  MODELED GRAV-     979,793.8   (mgal)                       NAVD 88
 GX0723
 GX0723  VERT ORDER  -  FIRST     CLASS II
 GX0723
 GX0723.The horizontal coordinates were scaled from a topographic map and have
 GX0723.an estimated accuracy of +/- 6 seconds.
 GX0723
 GX0723.The orthometric height was determined by differential leveling
 GX0723.and adjusted by the National Geodetic Survey in June 1991..
 GX0723
 GX0723.The geoid height was determined by GEOID03.
 GX0723
 GX0723.The dynamic height is computed by dividing the NAVD 88
 GX0723.geopotential number by the normal gravity value computed on the
 GX0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0723.degrees latitude (g = 980.6199 gals.).
 GX0723
 GX0723.The modeled gravity was interpolated from observed gravity values.
 GX0723
 GX0723;                    North         East    Units  Estimated Accuracy
 GX0723;SPC WV S     -    72,400.      611,300.      MT  (+/- 180 meters Scaled)
 GX0723
 GX0723                          SUPERSEDED SURVEY CONTROL
 GX0723
 GX0723  NGVD 29 (??/??/92)  429.097  (m)         1407.80   (f) ADJ UNCH    1 2
 GX0723
 GX0723.Superseded values are not recommended for survey control.
 GX0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0723.See file dsdata.txt to determine how the superseded data were derived.
 GX0723
 GX0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB112672(NAD 83)
 GX0723_MARKER: DB = BENCH MARK DISK
 GX0723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0723_SP_SET: FOUNDATION
 GX0723_STAMPING: M 192 1958
 GX0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0723
 GX0723  HISTORY     - Date     Condition        Report By
 GX0723  HISTORY     - 1958     MONUMENTED       CGS
 GX0723
 GX0723                          STATION DESCRIPTION
 GX0723
 GX0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0723'2.2 MI SE FROM HINTON.
 GX0723'ABOUT 2.25 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0723'FROM THE STATION AT HINTON, 492 YARDS EAST OF MILEPOST 355,
 GX0723'12.8 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, SET
 GX0723'VERTICALLY IN THE NORTH FACE OF THE CONCRETE FOUNDATION OF
 GX0723'ONE-STORY RED BRICK CONTROL TOWER MX, 2 FEET ABOVE THE GROUND,
 GX0723'1.3 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING, AND
 GX0723'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2935 ***********************************************************************
 GX2935  DESIGNATION -  M 194
 GX2935  PID         -  GX2935
 GX2935  STATE/COUNTY-  WV/MCDOWELL
 GX2935  USGS QUAD   -  WELCH (1976)
 GX2935
 GX2935                         *CURRENT SURVEY CONTROL
 GX2935  ___________________________________________________________________
 GX2935* NAD 83(1986)-  37 25 56.     (N)    081 35 10.     (W)     SCALED    
 GX2935* NAVD 88     -       396.940  (meters)    1302.29   (feet)  ADJUSTED  
 GX2935  ___________________________________________________________________
 GX2935  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX2935  DYNAMIC HT  -         396.613 (meters)    1301.22  (feet)  COMP
 GX2935  MODELED GRAV-     979,795.4   (mgal)                       NAVD 88
 GX2935
 GX2935  VERT ORDER  -  SECOND    CLASS 0
 GX2935
 GX2935.The horizontal coordinates were scaled from a topographic map and have
 GX2935.an estimated accuracy of +/- 6 seconds.
 GX2935
 GX2935.The orthometric height was determined by differential leveling
 GX2935.and adjusted by the National Geodetic Survey in June 1991..
 GX2935
 GX2935.The geoid height was determined by GEOID03.
 GX2935
 GX2935.The dynamic height is computed by dividing the NAVD 88
 GX2935.geopotential number by the normal gravity value computed on the
 GX2935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2935.degrees latitude (g = 980.6199 gals.).
 GX2935
 GX2935.The modeled gravity was interpolated from observed gravity values.
 GX2935
 GX2935;                    North         East    Units  Estimated Accuracy
 GX2935;SPC WV S     -    48,140.      548,130.      MT  (+/- 180 meters Scaled)
 GX2935
 GX2935                          SUPERSEDED SURVEY CONTROL
 GX2935
 GX2935  NGVD 29 (??/??/92)  397.106  (m)         1302.84   (f) ADJ UNCH    2 0
 GX2935
 GX2935.Superseded values are not recommended for survey control.
 GX2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2935.See file dsdata.txt to determine how the superseded data were derived.
 GX2935
 GX2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB481429(NAD 83)
 GX2935_MARKER: DB = BENCH MARK DISK
 GX2935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2935_SP_SET: ABUTMENT
 GX2935_STAMPING: M 194 1958
 GX2935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2935
 GX2935  HISTORY     - Date     Condition        Report By
 GX2935  HISTORY     - 1958     MONUMENTED       CGS
 GX2935
 GX2935                          STATION DESCRIPTION
 GX2935
 GX2935'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2935'AT WELCH.
 GX2935'AT WELCH, 0.15 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN
 GX2935'RAILWAY FROM THE STATION, ABOUT 4 RAILS NORTH OF THE CROSSING OF
 GX2935'MCDOWELL STREET, IN TOP OF THE WEST END OF THE SOUTH ABUTMENT
 GX2935'FOR A RAILWAY BRIDGE OVER TUG FORK, 9 FEET WEST OF THE WEST RAIL,
 GX2935'7 FEET EAST OF THE WEST END OF THE ABUTMENT, AND ABOUT LEVEL WITH
 GX2935'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2086 ***********************************************************************
 GX2086  DESIGNATION -  M 195
 GX2086  PID         -  GX2086
 GX2086  STATE/COUNTY-  WV/MCDOWELL
 GX2086  USGS QUAD   -  WAR (1977)
 GX2086
 GX2086                         *CURRENT SURVEY CONTROL
 GX2086  ___________________________________________________________________
 GX2086* NAD 83(1986)-  37 19 57.     (N)    081 41 00.     (W)     SCALED    
 GX2086* NAVD 88     -       437.022  (meters)    1433.80   (feet)  ADJUSTED  
 GX2086  ___________________________________________________________________
 GX2086  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX2086  DYNAMIC HT  -         436.660 (meters)    1432.61  (feet)  COMP
 GX2086  MODELED GRAV-     979,787.7   (mgal)                       NAVD 88
 GX2086
 GX2086  VERT ORDER  -  SECOND    CLASS 0
 GX2086
 GX2086.The horizontal coordinates were scaled from a topographic map and have
 GX2086.an estimated accuracy of +/- 6 seconds.
 GX2086
 GX2086.The orthometric height was determined by differential leveling
 GX2086.and adjusted by the National Geodetic Survey in June 1991..
 GX2086
 GX2086.The geoid height was determined by GEOID03.
 GX2086
 GX2086.The dynamic height is computed by dividing the NAVD 88
 GX2086.geopotential number by the normal gravity value computed on the
 GX2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2086.degrees latitude (g = 980.6199 gals.).
 GX2086
 GX2086.The modeled gravity was interpolated from observed gravity values.
 GX2086
 GX2086;                    North         East    Units  Estimated Accuracy
 GX2086;SPC WV S     -    37,130.      539,440.      MT  (+/- 180 meters Scaled)
 GX2086
 GX2086                          SUPERSEDED SURVEY CONTROL
 GX2086
 GX2086  NGVD 29 (??/??/92)  437.186  (m)         1434.33   (f) ADJ UNCH    2 0
 GX2086
 GX2086.Superseded values are not recommended for survey control.
 GX2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2086.See file dsdata.txt to determine how the superseded data were derived.
 GX2086
 GX2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB394319(NAD 83)
 GX2086_MARKER: DB = BENCH MARK DISK
 GX2086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2086_SP_SET: BUILDING
 GX2086_STAMPING: M 195 1958
 GX2086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2086
 GX2086  HISTORY     - Date     Condition        Report By
 GX2086  HISTORY     - 1958     MONUMENTED       CGS
 GX2086  HISTORY     - 1975     GOOD             BAKER
 GX2086
 GX2086                          STATION DESCRIPTION
 GX2086
 GX2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2086'0.8 MI NE FROM SUSANNA.
 GX2086'0.8 MILE NORTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 GX2086'STATE HIGHWAY 83 AT SUSANNA, 0.65 MILE SOUTHWEST OF A LARGE
 GX2086'SCHOOL AT CARETTA, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GX2086'HIGHWAY, SET VERTICALLY IN THE NORTHWEST FACE OF THE BRICK WALL
 GX2086'OF THE SUPPLY HOUSE (THE NORTHEAST ONE OF THREE LARGE BRICK
 GX2086'BUILDINGS) FOR OLGA COAL COMPANY MINE NO. 2, 1 FOOT NORTHEAST OF
 GX2086'THE WEST CORNER OF THE BUILDING, 2 FEET ABOVE THE GROUND, AND
 GX2086'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2086
 GX2086                          STATION RECOVERY (1975)
 GX2086
 GX2086'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 GX2086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1683 ***********************************************************************
 GX1683  DESIGNATION -  M 196
 GX1683  PID         -  GX1683
 GX1683  STATE/COUNTY-  WV/MCDOWELL
 GX1683  USGS QUAD   -  WELCH (1976)
 GX1683
 GX1683                         *CURRENT SURVEY CONTROL
 GX1683  ___________________________________________________________________
 GX1683* NAD 83(1986)-  37 25 45.     (N)    081 30 32.     (W)     SCALED    
 GX1683* NAVD 88     -       450.521  (meters)    1478.08   (feet)  ADJUSTED  
 GX1683  ___________________________________________________________________
 GX1683  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1683  DYNAMIC HT  -         450.147 (meters)    1476.86  (feet)  COMP
 GX1683  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 GX1683
 GX1683  VERT ORDER  -  SECOND    CLASS 0
 GX1683
 GX1683.The horizontal coordinates were scaled from a topographic map and have
 GX1683.an estimated accuracy of +/- 6 seconds.
 GX1683
 GX1683.The orthometric height was determined by differential leveling
 GX1683.and adjusted by the National Geodetic Survey in June 1991..
 GX1683
 GX1683.The geoid height was determined by GEOID03.
 GX1683
 GX1683.The dynamic height is computed by dividing the NAVD 88
 GX1683.geopotential number by the normal gravity value computed on the
 GX1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1683.degrees latitude (g = 980.6199 gals.).
 GX1683
 GX1683.The modeled gravity was interpolated from observed gravity values.
 GX1683
 GX1683;                    North         East    Units  Estimated Accuracy
 GX1683;SPC WV S     -    47,760.      554,960.      MT  (+/- 180 meters Scaled)
 GX1683
 GX1683                          SUPERSEDED SURVEY CONTROL
 GX1683
 GX1683  NGVD 29 (??/??/92)  450.685  (m)         1478.62   (f) ADJ UNCH    2 0
 GX1683
 GX1683.Superseded values are not recommended for survey control.
 GX1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1683.See file dsdata.txt to determine how the superseded data were derived.
 GX1683
 GX1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB549426(NAD 83)
 GX1683_MARKER: DB = BENCH MARK DISK
 GX1683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1683_SP_SET: WING WALL
 GX1683_STAMPING: M 196 1958
 GX1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1683
 GX1683  HISTORY     - Date     Condition        Report By
 GX1683  HISTORY     - 1958     MONUMENTED       CGS
 GX1683
 GX1683                          STATION DESCRIPTION
 GX1683
 GX1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1683'0.7 MI W FROM KIMBALL.
 GX1683'0.7 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE NORFOLK AND WESTERN
 GX1683'RAILWAY STATION AT KIMBALL, AT THE CROSSING OF A SPUR TRACK,
 GX1683'IN THE TOP OF THE CONCRETE PORTION OF WING WALL AT THE NORTHEAST
 GX1683'CORNER OF RAILROAD BRIDGE NO. 885 OVER ELKHORN RIVER, 27 FEET
 GX1683'SOUTHEAST OF CENTER LINE OF HIGHWAY, 6 1/2 FEET EAST OF EAST
 GX1683'RAIL AND ABOUT 5 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0066 ***********************************************************************
 GX0066  DESIGNATION -  M 197
 GX0066  PID         -  GX0066
 GX0066  STATE/COUNTY-  WV/GREENBRIER
 GX0066  USGS QUAD   -  LEWISBURG (1979)
 GX0066
 GX0066                         *CURRENT SURVEY CONTROL
 GX0066  ___________________________________________________________________
 GX0066* NAD 83(1986)-  37 45 28.     (N)    080 26 46.     (W)     SCALED    
 GX0066* NAVD 88     -       515.588  (meters)    1691.56   (feet)  ADJUSTED  
 GX0066  ___________________________________________________________________
 GX0066  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX0066  DYNAMIC HT  -         515.159 (meters)    1690.15  (feet)  COMP
 GX0066  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 GX0066
 GX0066  VERT ORDER  -  FIRST     CLASS II
 GX0066
 GX0066.The horizontal coordinates were scaled from a topographic map and have
 GX0066.an estimated accuracy of +/- 6 seconds.
 GX0066
 GX0066.The orthometric height was determined by differential leveling
 GX0066.and adjusted by the National Geodetic Survey in June 1991..
 GX0066
 GX0066.The geoid height was determined by GEOID03.
 GX0066
 GX0066.The dynamic height is computed by dividing the NAVD 88
 GX0066.geopotential number by the normal gravity value computed on the
 GX0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0066.degrees latitude (g = 980.6199 gals.).
 GX0066
 GX0066.The modeled gravity was interpolated from observed gravity values.
 GX0066
 GX0066;                    North         East    Units  Estimated Accuracy
 GX0066;SPC WV S     -    84,250.      648,810.      MT  (+/- 180 meters Scaled)
 GX0066
 GX0066                          SUPERSEDED SURVEY CONTROL
 GX0066
 GX0066  NGVD 29 (??/??/92)  515.746  (m)         1692.08   (f) ADJ UNCH    1 2
 GX0066
 GX0066.Superseded values are not recommended for survey control.
 GX0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0066.See file dsdata.txt to determine how the superseded data were derived.
 GX0066
 GX0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB487790(NAD 83)
 GX0066_MARKER: DB = BENCH MARK DISK
 GX0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0066_SP_SET: CONC BASE
 GX0066_STAMPING: M 197 1958
 GX0066_MARK LOGO: CGS   
 GX0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0066
 GX0066  HISTORY     - Date     Condition        Report By
 GX0066  HISTORY     - 1958     MONUMENTED       CGS
 GX0066  HISTORY     - 1983     GOOD             NGS
 GX0066
 GX0066                          STATION DESCRIPTION
 GX0066
 GX0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0066'1.3 MI NE FROM RONCEVERTE.
 GX0066'ABOUT 1.3 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0066'FROM THE STATION AT RONCEVERTE, 0.5 MILE NORTH OF MILEPOST 322,
 GX0066'7 1/2 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, AT A LARGE
 GX0066'WATER TANK, IN TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE
 GX0066'TO THE NORTHWEST ONE OF TWO STANDPIPES, 27 FEET NORTHEAST OF THE
 GX0066'NORTHEAST SIDE OF THE WATER TANK, 1 FOOT SOUTHEAST OF THE
 GX0066'NORTHWEST CORNER OF THE BASE, AND ABOUT LEVEL WITH THE TRACK.
 GX0066
 GX0066                          STATION RECOVERY (1983)
 GX0066
 GX0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0066'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1983, DUE TO THE ROUTE
 GX0066'OF THE NEW LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1246 ***********************************************************************
 GX1246  DESIGNATION -  M 198
 GX1246  PID         -  GX1246
 GX1246  STATE/COUNTY-  WV/FAYETTE
 GX1246  USGS QUAD   -  THURMOND (1988)
 GX1246
 GX1246                         *CURRENT SURVEY CONTROL
 GX1246  ___________________________________________________________________
 GX1246* NAD 83(1986)-  37 53 15.     (N)    081 03 48.     (W)     SCALED    
 GX1246* NAVD 88     -       346.599  (meters)    1137.13   (feet)  ADJUSTED  
 GX1246  ___________________________________________________________________
 GX1246  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX1246  DYNAMIC HT  -         346.330 (meters)    1136.25  (feet)  COMP
 GX1246  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 GX1246
 GX1246  VERT ORDER  -  FIRST     CLASS II
 GX1246
 GX1246.The horizontal coordinates were scaled from a topographic map and have
 GX1246.an estimated accuracy of +/- 6 seconds.
 GX1246
 GX1246.The orthometric height was determined by differential leveling
 GX1246.and adjusted by the National Geodetic Survey in June 1991..
 GX1246
 GX1246.The geoid height was determined by GEOID03.
 GX1246
 GX1246.The dynamic height is computed by dividing the NAVD 88
 GX1246.geopotential number by the normal gravity value computed on the
 GX1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1246.degrees latitude (g = 980.6199 gals.).
 GX1246
 GX1246.The modeled gravity was interpolated from observed gravity values.
 GX1246
 GX1246;                    North         East    Units  Estimated Accuracy
 GX1246;SPC WV S     -    98,500.      594,430.      MT  (+/- 180 meters Scaled)
 GX1246
 GX1246                          SUPERSEDED SURVEY CONTROL
 GX1246
 GX1246  NGVD 29 (??/??/92)  346.775  (m)         1137.71   (f) ADJ UNCH    1 2
 GX1246
 GX1246.Superseded values are not recommended for survey control.
 GX1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1246.See file dsdata.txt to determine how the superseded data were derived.
 GX1246
 GX1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB944933(NAD 83)
 GX1246_MARKER: DB = BENCH MARK DISK
 GX1246_SETTING: 80 = SET IN A BOULDER
 GX1246_SP_SET: BOULDER
 GX1246_STAMPING: M 198 1958
 GX1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1246+STABILITY: SURFACE MOTION
 GX1246
 GX1246  HISTORY     - Date     Condition        Report By
 GX1246  HISTORY     - 1958     MONUMENTED       CGS
 GX1246
 GX1246                          STATION DESCRIPTION
 GX1246
 GX1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1246'4.2 MI NW FROM QUINNIMONT.
 GX1246'ABOUT 4.15 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1246'FROM THE STATION AT QUINNIMONT, 103 YARDS NORTH OF MILEPOST
 GX1246'383, 225 YARDS SOUTH OF THE FLAG STATION AT MC KENDREE, 121 YARDS
 GX1246'SOUTH OF A ROAD CROSSING, 12 FEET EAST OF THE EAST RAIL OF THE
 GX1246'EAST TRACK, SET VERTICALLY IN THE WEST FACE OF A 8-FOOT HIGH
 GX1246'AND 15-FOOT WIDE CUT BOULDER PROJECTING 2 FEET FROM THE BOTTOM
 GX1246'OF HILLSIDE, 5 1/2 FEET ABOVE THE BOTTOM OF DITCH, 7 FEET SOUTH
 GX1246'OF THE EAST END OF A SMALL WOOD COVERED PIPE CULVERT UNDER THE
 GX1246'TRACK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0744 ***********************************************************************
 GX0744  DESIGNATION -  M 199
 GX0744  PID         -  GX0744
 GX0744  STATE/COUNTY-  WV/SUMMERS
 GX0744  USGS QUAD   -  MEADOW CREEK (1988)
 GX0744
 GX0744                         *CURRENT SURVEY CONTROL
 GX0744  ___________________________________________________________________
 GX0744* NAD 83(1986)-  37 46 42.     (N)    080 53 33.     (W)     SCALED    
 GX0744* NAVD 88     -       393.868  (meters)    1292.22   (feet)  ADJUSTED  
 GX0744  ___________________________________________________________________
 GX0744  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0744  DYNAMIC HT  -         393.553 (meters)    1291.18  (feet)  COMP
 GX0744  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 GX0744
 GX0744  VERT ORDER  -  FIRST     CLASS II
 GX0744
 GX0744.The horizontal coordinates were scaled from a topographic map and have
 GX0744.an estimated accuracy of +/- 6 seconds.
 GX0744
 GX0744.The orthometric height was determined by differential leveling
 GX0744.and adjusted by the National Geodetic Survey in June 1991..
 GX0744
 GX0744.The geoid height was determined by GEOID03.
 GX0744
 GX0744.The dynamic height is computed by dividing the NAVD 88
 GX0744.geopotential number by the normal gravity value computed on the
 GX0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0744.degrees latitude (g = 980.6199 gals.).
 GX0744
 GX0744.The modeled gravity was interpolated from observed gravity values.
 GX0744
 GX0744;                    North         East    Units  Estimated Accuracy
 GX0744;SPC WV S     -    86,390.      609,470.      MT  (+/- 180 meters Scaled)
 GX0744
 GX0744                          SUPERSEDED SURVEY CONTROL
 GX0744
 GX0744  NGVD 29 (??/??/92)  394.042  (m)         1292.79   (f) ADJ UNCH    1 2
 GX0744
 GX0744.Superseded values are not recommended for survey control.
 GX0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0744.See file dsdata.txt to determine how the superseded data were derived.
 GX0744
 GX0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB094812(NAD 83)
 GX0744_MARKER: DB = BENCH MARK DISK
 GX0744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0744_SP_SET: ABUTMENT
 GX0744_STAMPING: M 199 1958
 GX0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0744
 GX0744  HISTORY     - Date     Condition        Report By
 GX0744  HISTORY     - 1958     MONUMENTED       CGS
 GX0744  HISTORY     - 1961     GOOD             NGS
 GX0744
 GX0744                          STATION DESCRIPTION
 GX0744
 GX0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0744'3 MI SE FROM MEADOW CREEK.
 GX0744'ABOUT 3.05 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0744'FROM THE STATION AT MEADOW CREEK, 0.5 MILE SOUTHEAST OF MILEPOST
 GX0744'367, 6.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 GX0744'TRACK AND AT OUTSIDE OF CURVE, IN TOP OF THE NORTHEAST END OF THE
 GX0744'NORTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE 3665 ACROSS LICK
 GX0744'CREEK, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 GX0744
 GX0744                          STATION RECOVERY (1961)
 GX0744
 GX0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GX0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1543 ***********************************************************************
 HX1543  DESIGNATION -  M 20
 HX1543  PID         -  HX1543
 HX1543  STATE/COUNTY-  WV/LEWIS
 HX1543  USGS QUAD   -  ORLANDO (1989)
 HX1543
 HX1543                         *CURRENT SURVEY CONTROL
 HX1543  ___________________________________________________________________
 HX1543* NAD 83(1986)-  38 52 17.     (N)    080 30 14.     (W)     SCALED    
 HX1543* NAVD 88     -       333.739  (meters)    1094.94   (feet)  ADJUSTED  
 HX1543  ___________________________________________________________________
 HX1543  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HX1543  DYNAMIC HT  -         333.519 (meters)    1094.22  (feet)  COMP
 HX1543  MODELED GRAV-     979,960.4   (mgal)                       NAVD 88
 HX1543
 HX1543  VERT ORDER  -  SECOND    CLASS 0
 HX1543
 HX1543.The horizontal coordinates were scaled from a topographic map and have
 HX1543.an estimated accuracy of +/- 6 seconds.
 HX1543
 HX1543.The orthometric height was determined by differential leveling
 HX1543.and adjusted by the National Geodetic Survey in June 1991..
 HX1543
 HX1543.The geoid height was determined by GEOID03.
 HX1543
 HX1543.The dynamic height is computed by dividing the NAVD 88
 HX1543.geopotential number by the normal gravity value computed on the
 HX1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1543.degrees latitude (g = 980.6199 gals.).
 HX1543
 HX1543.The modeled gravity was interpolated from observed gravity values.
 HX1543
 HX1543;                    North         East    Units  Estimated Accuracy
 HX1543;SPC WV S     -   207,830.      643,050.      MT  (+/- 180 meters Scaled)
 HX1543
 HX1543                          SUPERSEDED SURVEY CONTROL
 HX1543
 HX1543  NGVD 29 (??/??/92)  333.931  (m)         1095.57   (f) ADJ UNCH    2 0
 HX1543
 HX1543.Superseded values are not recommended for survey control.
 HX1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1543.See file dsdata.txt to determine how the superseded data were derived.
 HX1543
 HX1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND430026(NAD 83)
 HX1543_MARKER: DB = BENCH MARK DISK
 HX1543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1543_SP_SET: TUNNEL
 HX1543_STAMPING: M 20 1935
 HX1543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1543
 HX1543  HISTORY     - Date     Condition        Report By
 HX1543  HISTORY     - 1935     MONUMENTED       CGS
 HX1543  HISTORY     - 1962     GOOD             NGS
 HX1543
 HX1543                          STATION DESCRIPTION
 HX1543
 HX1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1543'6.3 MI E FROM ORLANDO.
 HX1543'ABOUT 6.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1543'THE POST OFFICE AT ORLANDO, SET VERTICALLY IN THE NORTHWEST
 HX1543'FACE AT THE SOUTHWEST END OF A LONG BRICK TUNNEL, 2 FEET NORTHEAST
 HX1543'OF THE SOUTHWEST END OF THE TUNNEL, AND ABOUT 3 1/2 FEET ABOVE
 HX1543'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0398 ***********************************************************************
 GX0398  DESIGNATION -  M 200
 GX0398  PID         -  GX0398
 GX0398  STATE/COUNTY-  WV/MONROE
 GX0398  USGS QUAD   -  PETERSTOWN (1984)
 GX0398
 GX0398                         *CURRENT SURVEY CONTROL
 GX0398  ___________________________________________________________________
 GX0398* NAD 83(1986)-  37 28 00.     (N)    080 46 55.     (W)     SCALED    
 GX0398* NAVD 88     -       622.592  (meters)    2042.62   (feet)  ADJUSTED  
 GX0398  ___________________________________________________________________
 GX0398  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX0398  DYNAMIC HT  -         622.057 (meters)    2040.87  (feet)  COMP
 GX0398  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 GX0398
 GX0398  VERT ORDER  -  FIRST     CLASS II
 GX0398
 GX0398.The horizontal coordinates were scaled from a topographic map and have
 GX0398.an estimated accuracy of +/- 6 seconds.
 GX0398
 GX0398.The orthometric height was determined by differential leveling
 GX0398.and adjusted by the National Geodetic Survey in June 1991..
 GX0398.WARNING-Repeat measurements at this control monument indicate possible
 GX0398.vertical movement.
 GX0398
 GX0398.The geoid height was determined by GEOID03.
 GX0398
 GX0398.The dynamic height is computed by dividing the NAVD 88
 GX0398.geopotential number by the normal gravity value computed on the
 GX0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0398.degrees latitude (g = 980.6199 gals.).
 GX0398
 GX0398.The modeled gravity was interpolated from observed gravity values.
 GX0398
 GX0398;                    North         East    Units  Estimated Accuracy
 GX0398;SPC WV S     -    51,820.      619,290.      MT  (+/- 180 meters Scaled)
 GX0398
 GX0398                          SUPERSEDED SURVEY CONTROL
 GX0398
 GX0398  NGVD 29 (??/??/92)  622.715  (m)         2043.02   (f) ADJ UNCH    1 2
 GX0398
 GX0398.Superseded values are not recommended for survey control.
 GX0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0398.See file dsdata.txt to determine how the superseded data were derived.
 GX0398
 GX0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB192466(NAD 83)
 GX0398_MARKER: DB = BENCH MARK DISK
 GX0398_SETTING: 80 = SET IN A BOULDER
 GX0398_SP_SET: BOULDER
 GX0398_STAMPING: M 200 1958
 GX0398_MARK LOGO: CGS   
 GX0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0398+STABILITY: SURFACE MOTION
 GX0398
 GX0398  HISTORY     - Date     Condition        Report By
 GX0398  HISTORY     - 1958     MONUMENTED       CGS
 GX0398  HISTORY     - 1984     GOOD             NGS
 GX0398
 GX0398                          STATION DESCRIPTION
 GX0398
 GX0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0398'0.7 MI S FROM BALLARD.
 GX0398'0.7 MILE SOUTH ALONG STATE HIGHWAY 12 FROM THE ELEMENTARY SCHOOL
 GX0398'AT BALLARD, 1.25 MILES NORTH OF THE POST OFFICE AT CASHMERE, 0.25
 GX0398'MILE SOUTH OF THE JUNCTION OF A ROAD LEADING SOUTHWEST TO BOZOO,
 GX0398'59 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 32 FEET NORTHEAST
 GX0398'OF WIRE FENCE, IN TOP OF A 5-BY 6-FOOT EXPOSED FLAT TOP PARTLY
 GX0398'BURIED BOULDER ALONG THE WEST EDGE OF WOODS, 1 FOOT NORTH OF THE
 GX0398'SOUTH CORNER OF BOULDER, 63 FEET NORTH OF TELEPHONE POLE 1-170,
 GX0398'52 FEET SOUTHEAST OF TELEPHONE POLE 585 1-171, 1 FOOT ABOVE THE
 GX0398'GROUND ON THE SOUTH SIDE OF BOULDER, AND ABOUT 2 FEET ABOVE THE
 GX0398'LEVEL OF THE HIGHWAY.
 GX0398
 GX0398                          STATION RECOVERY (1984)
 GX0398
 GX0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0700 ***********************************************************************
 GX0700  DESIGNATION -  M 201
 GX0700  PID         -  GX0700
 GX0700  STATE/COUNTY-  WV/SUMMERS
 GX0700  USGS QUAD   -  ALDERSON (1976)
 GX0700
 GX0700                         *CURRENT SURVEY CONTROL
 GX0700  ___________________________________________________________________
 GX0700* NAD 83(1986)-  37 40 59.     (N)    080 43 16.     (W)     SCALED    
 GX0700* NAVD 88     -       464.794  (meters)    1524.91   (feet)  ADJUSTED  
 GX0700  ___________________________________________________________________
 GX0700  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0700  DYNAMIC HT  -         464.405 (meters)    1523.64  (feet)  COMP
 GX0700  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 GX0700
 GX0700  VERT ORDER  -  FIRST     CLASS II
 GX0700
 GX0700.The horizontal coordinates were scaled from a topographic map and have
 GX0700.an estimated accuracy of +/- 6 seconds.
 GX0700
 GX0700.The orthometric height was determined by differential leveling
 GX0700.and adjusted by the National Geodetic Survey in June 1991..
 GX0700
 GX0700.The geoid height was determined by GEOID03.
 GX0700
 GX0700.The dynamic height is computed by dividing the NAVD 88
 GX0700.geopotential number by the normal gravity value computed on the
 GX0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0700.degrees latitude (g = 980.6199 gals.).
 GX0700
 GX0700.The modeled gravity was interpolated from observed gravity values.
 GX0700
 GX0700;                    North         East    Units  Estimated Accuracy
 GX0700;SPC WV S     -    75,850.      624,600.      MT  (+/- 180 meters Scaled)
 GX0700
 GX0700                          SUPERSEDED SURVEY CONTROL
 GX0700
 GX0700  NGVD 29 (??/??/92)  464.953  (m)         1525.43   (f) ADJ UNCH    1 2
 GX0700
 GX0700.Superseded values are not recommended for survey control.
 GX0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0700.See file dsdata.txt to determine how the superseded data were derived.
 GX0700
 GX0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB245706(NAD 83)
 GX0700_MARKER: DB = BENCH MARK DISK
 GX0700_SETTING: 66 = SET IN ROCK OUTCROP
 GX0700_SP_SET: ROCK CUT
 GX0700_STAMPING: M 201 1958
 GX0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0700+STABILITY: POSITION/ELEVATION WELL
 GX0700
 GX0700  HISTORY     - Date     Condition        Report By
 GX0700  HISTORY     - 1958     MONUMENTED       CGS
 GX0700  HISTORY     - 1971     MARK NOT FOUND   USGS
 GX0700  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0700
 GX0700                          STATION DESCRIPTION
 GX0700
 GX0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0700'0.6 MI N FROM PENCE SPRINGS.
 GX0700'ABOUT 0.4 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 GX0700'OF THE CHESAPEAKE AND OHIO RAILWAY AT PENCE SPRINGS, THENCE
 GX0700'ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 3 AND 12, 41 FEET NORTH
 GX0700'OF CENTER LINE OF THE HIGHWAY, 15 FEET NORTH OF THE CENTER LINE
 GX0700'OF THE EAST LEG OF JUNCTION OF DRIVE LEADING NORTH AND UPHILL
 GX0700'TO PENCE SPRINGS CHURCH, SET VERTICALLY IN THE SOUTH FACE OF A
 GX0700'3 1/2-FOOT HIGH LAYERED ROCK IN 8-FOOT HIGH CUT, 1 1/2 FEET ABOVE
 GX0700'THE GROUND, 14 FEET EAST OF THE WEST END OF THE EXPOSED PART OF
 GX0700'ROCK, 62 YARDS WEST OF THE CENTER OF THE JUNCTION OF A BLACK TOP
 GX0700'ROAD LEADING NORTHEAST AND UPHILL TO THE WEST VIRGINIA STATE
 GX0700'PRISON FOR WOMEN, 3 FEET ABOVE THE LEVEL OF THE ROAD TO THE
 GX0700'CHURCH, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX0700
 GX0700                          STATION RECOVERY (1971)
 GX0700
 GX0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GX0700'MARK NOT FOUND.
 GX0700
 GX0700                          STATION RECOVERY (1984)
 GX0700
 GX0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0700'NOT RECOVERED, THE BANK AT THE MARK LOCATION LOOKS TO HAVE BEEN RECUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0673 ***********************************************************************
 GX0673  DESIGNATION -  M 202
 GX0673  PID         -  GX0673
 GX0673  STATE/COUNTY-  WV/GREENBRIER
 GX0673  USGS QUAD   -  FORT SPRING (1971)
 GX0673
 GX0673                         *CURRENT SURVEY CONTROL
 GX0673  ___________________________________________________________________
 GX0673* NAD 83(1986)-  37 44 16.     (N)    080 31 47.     (W)     SCALED    
 GX0673* NAVD 88     -       501.520  (meters)    1645.40   (feet)  ADJUSTED  
 GX0673  ___________________________________________________________________
 GX0673  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GX0673  DYNAMIC HT  -         501.109 (meters)    1644.06  (feet)  COMP
 GX0673  MODELED GRAV-     979,793.7   (mgal)                       NAVD 88
 GX0673
 GX0673  VERT ORDER  -  FIRST     CLASS II
 GX0673
 GX0673.The horizontal coordinates were scaled from a topographic map and have
 GX0673.an estimated accuracy of +/- 6 seconds.
 GX0673
 GX0673.The orthometric height was determined by differential leveling
 GX0673.and adjusted by the National Geodetic Survey in June 1991..
 GX0673
 GX0673.The geoid height was determined by GEOID03.
 GX0673
 GX0673.The dynamic height is computed by dividing the NAVD 88
 GX0673.geopotential number by the normal gravity value computed on the
 GX0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0673.degrees latitude (g = 980.6199 gals.).
 GX0673
 GX0673.The modeled gravity was interpolated from observed gravity values.
 GX0673
 GX0673;                    North         East    Units  Estimated Accuracy
 GX0673;SPC WV S     -    81,990.      641,450.      MT  (+/- 180 meters Scaled)
 GX0673
 GX0673                          SUPERSEDED SURVEY CONTROL
 GX0673
 GX0673  NGVD 29 (??/??/92)  501.684  (m)         1645.94   (f) ADJ UNCH    1 2
 GX0673
 GX0673.Superseded values are not recommended for survey control.
 GX0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0673.See file dsdata.txt to determine how the superseded data were derived.
 GX0673
 GX0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB414768(NAD 83)
 GX0673_MARKER: DB = BENCH MARK DISK
 GX0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0673_SP_SET: SIDEWALK
 GX0673_STAMPING: M 202 1958
 GX0673_MARK LOGO: CGS   
 GX0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0673
 GX0673  HISTORY     - Date     Condition        Report By
 GX0673  HISTORY     - 1958     MONUMENTED       CGS
 GX0673  HISTORY     - 1983     GOOD             NGS
 GX0673
 GX0673                          STATION DESCRIPTION
 GX0673
 GX0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0673'0.9 MI SE FROM FORT SPRINGS.
 GX0673'ABOUT 0.9 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0673'FROM THE STATION AT FORT SPRING, BETWEEN FORT SPRING AND SECOND
 GX0673'CREEK TUNNELS, 3.9 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 GX0673'TRACK, IN TOP OF THE WEST END OF THE NORTH CONCRETE SIDEWALK
 GX0673'OF RAILROAD BRIDGE 3277 OVER GREENBRIER RIVER, 2.3 FEET SOUTH OF
 GX0673'STEEL PIPE BANISTER, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.
 GX0673
 GX0673                          STATION RECOVERY (1983)
 GX0673
 GX0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0673'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1983 DUE TO NEW LINE
 GX0673'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1887 ***********************************************************************
 HX1887  DESIGNATION -  M 203
 HX1887  PID         -  HX1887
 HX1887  STATE/COUNTY-  WV/FAYETTE
 HX1887  USGS QUAD   -  MONTGOMERY (1976)
 HX1887
 HX1887                         *CURRENT SURVEY CONTROL
 HX1887  ___________________________________________________________________
 HX1887* NAD 83(1986)-  38 09 38.     (N)    081 17 56.     (W)     SCALED    
 HX1887* NAVD 88     -       202.910  (meters)     665.71   (feet)  ADJUSTED  
 HX1887  ___________________________________________________________________
 HX1887  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HX1887  DYNAMIC HT  -         202.765 (meters)     665.24  (feet)  COMP
 HX1887  MODELED GRAV-     979,911.5   (mgal)                       NAVD 88
 HX1887
 HX1887  VERT ORDER  -  FIRST     CLASS II
 HX1887
 HX1887.The horizontal coordinates were scaled from a topographic map and have
 HX1887.an estimated accuracy of +/- 6 seconds.
 HX1887
 HX1887.The orthometric height was determined by differential leveling
 HX1887.and adjusted by the National Geodetic Survey in June 1991..
 HX1887
 HX1887.The geoid height was determined by GEOID03.
 HX1887
 HX1887.The dynamic height is computed by dividing the NAVD 88
 HX1887.geopotential number by the normal gravity value computed on the
 HX1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1887.degrees latitude (g = 980.6199 gals.).
 HX1887
 HX1887.The modeled gravity was interpolated from observed gravity values.
 HX1887
 HX1887;                    North         East    Units  Estimated Accuracy
 HX1887;SPC WV S     -   128,850.      573,810.      MT  (+/- 180 meters Scaled)
 HX1887
 HX1887                          SUPERSEDED SURVEY CONTROL
 HX1887
 HX1887  NGVD 29 (??/??/92)  203.098  (m)          666.33   (f) ADJ UNCH    1 2
 HX1887
 HX1887.Superseded values are not recommended for survey control.
 HX1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1887.See file dsdata.txt to determine how the superseded data were derived.
 HX1887
 HX1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC738236(NAD 83)
 HX1887_MARKER: DB = BENCH MARK DISK
 HX1887_SETTING: 66 = SET IN ROCK OUTCROP
 HX1887_SP_SET: ROCK CUT
 HX1887_STAMPING: M 203 1959
 HX1887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1887+STABILITY: POSITION/ELEVATION WELL
 HX1887
 HX1887  HISTORY     - Date     Condition        Report By
 HX1887  HISTORY     - 1959     MONUMENTED       CGS
 HX1887
 HX1887                          STATION DESCRIPTION
 HX1887
 HX1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1887'1.4 MI SE FROM SMITHERS.
 HX1887'ABOUT 1.45 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1887'FROM THE STATION AT SMITHERS, ALSO ABOUT 2.1 MILES NORTHWEST
 HX1887'ALONG THE N. Y. C. RR. FROM THE STATION AT ALLOY, ABOUT 1.0
 HX1887'MILE NORTHWEST ALONG U.S. HIGHWAY 21 AND 60 FROM THE POST OFFICE
 HX1887'AT BOOMER, 0.25 MILE NORTHWEST OF A LARGE COAL TIPPLE, 103
 HX1887'FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST
 HX1887'RAIL, 24 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET
 HX1887'VERTICALLY IN THE SOUTHWEST FACE OF A LARGE ROCK CUT ON THE
 HX1887'NORTHEAST SIDE OF THE HIGHWAY, 75 FEET SOUTHEAST OF THE
 HX1887'NORTHEAST END OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, AND
 HX1887'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1854 ***********************************************************************
 HX1854  DESIGNATION -  M 204
 HX1854  PID         -  HX1854
 HX1854  STATE/COUNTY-  WV/FAYETTE
 HX1854  USGS QUAD   -  FAYETTEVILLE (1976)
 HX1854
 HX1854                         *CURRENT SURVEY CONTROL
 HX1854  ___________________________________________________________________
 HX1854* NAD 83(1986)-  38 01 42.     (N)    081 01 57.     (W)     SCALED    
 HX1854* NAVD 88     -       299.268  (meters)     981.85   (feet)  ADJUSTED  
 HX1854  ___________________________________________________________________
 HX1854  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 HX1854  DYNAMIC HT  -         299.029 (meters)     981.06  (feet)  COMP
 HX1854  MODELED GRAV-     979,821.9   (mgal)                       NAVD 88
 HX1854
 HX1854  VERT ORDER  -  FIRST     CLASS II
 HX1854
 HX1854.The horizontal coordinates were scaled from a topographic map and have
 HX1854.an estimated accuracy of +/- 6 seconds.
 HX1854
 HX1854.The orthometric height was determined by differential leveling
 HX1854.and adjusted by the National Geodetic Survey in June 1991..
 HX1854
 HX1854.The geoid height was determined by GEOID03.
 HX1854
 HX1854.The dynamic height is computed by dividing the NAVD 88
 HX1854.geopotential number by the normal gravity value computed on the
 HX1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1854.degrees latitude (g = 980.6199 gals.).
 HX1854
 HX1854.The modeled gravity was interpolated from observed gravity values.
 HX1854
 HX1854;                    North         East    Units  Estimated Accuracy
 HX1854;SPC WV S     -   114,130.      597,150.      MT  (+/- 180 meters Scaled)
 HX1854
 HX1854                          SUPERSEDED SURVEY CONTROL
 HX1854
 HX1854  NGVD 29 (??/??/92)  299.429  (m)          982.38   (f) ADJ UNCH    1 2
 HX1854
 HX1854.Superseded values are not recommended for survey control.
 HX1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1854.See file dsdata.txt to determine how the superseded data were derived.
 HX1854
 HX1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC971089(NAD 83)
 HX1854_MARKER: DB = BENCH MARK DISK
 HX1854_SETTING: 66 = SET IN ROCK OUTCROP
 HX1854_SP_SET: ROCK CUT
 HX1854_STAMPING: M 204 1959
 HX1854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1854+STABILITY: POSITION/ELEVATION WELL
 HX1854
 HX1854  HISTORY     - Date     Condition        Report By
 HX1854  HISTORY     - 1959     MONUMENTED       CGS
 HX1854  HISTORY     - 1980     GOOD             LOCSUR
 HX1854
 HX1854                          STATION DESCRIPTION
 HX1854
 HX1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1854'1.6 MI SE FROM NUTTALL.
 HX1854'ABOUT 1.6 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1854'FROM THE STATION AT NUTTALL, 0.15 MILE SOUTH OF MILEPOST 400,
 HX1854'0.5 MILE SOUTHEAST OF BRIDGE 400.4 OVER KEENEY CREEK, ON THE
 HX1854'INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 HX1854'SOUTHEAST, 7 1/2 FEET EAST OF THE EAST RAIL, 45 FEET SOUTHEAST
 HX1854'OF AND ACROSS THE TRACK FROM THE 6TH. TELEPHONE POLE SOUTH OF THE
 HX1854'MILEPOST, IN TOP OF A 4-FOOT-HIGH ROCK THAT PROJECTS OUT OF THE
 HX1854'BASE OF A LARGE CUT, 3 FEET NORTH OF THE SOUTH END OF THE ROCK,
 HX1854'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 HX1854
 HX1854                          STATION RECOVERY (1980)
 HX1854
 HX1854'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HX1854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2045 ***********************************************************************
 HX2045  DESIGNATION -  M 205
 HX2045  PID         -  HX2045
 HX2045  STATE/COUNTY-  WV/KANAWHA
 HX2045  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2045
 HX2045                         *CURRENT SURVEY CONTROL
 HX2045  ___________________________________________________________________
 HX2045* NAD 83(1986)-  38 15 31.     (N)    081 33 56.     (W)     SCALED    
 HX2045* NAVD 88     -       186.909  (meters)     613.22   (feet)  ADJUSTED  
 HX2045  ___________________________________________________________________
 HX2045  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HX2045  DYNAMIC HT  -         186.778 (meters)     612.79  (feet)  COMP
 HX2045  MODELED GRAV-     979,925.1   (mgal)                       NAVD 88
 HX2045
 HX2045  VERT ORDER  -  FIRST     CLASS II
 HX2045
 HX2045.The horizontal coordinates were scaled from a topographic map and have
 HX2045.an estimated accuracy of +/- 6 seconds.
 HX2045
 HX2045.The orthometric height was determined by differential leveling
 HX2045.and adjusted by the National Geodetic Survey in June 1991..
 HX2045
 HX2045.The geoid height was determined by GEOID03.
 HX2045
 HX2045.The dynamic height is computed by dividing the NAVD 88
 HX2045.geopotential number by the normal gravity value computed on the
 HX2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2045.degrees latitude (g = 980.6199 gals.).
 HX2045
 HX2045.The modeled gravity was interpolated from observed gravity values.
 HX2045
 HX2045;                    North         East    Units  Estimated Accuracy
 HX2045;SPC WV S     -   139,840.      550,510.      MT  (+/- 180 meters Scaled)
 HX2045
 HX2045                          SUPERSEDED SURVEY CONTROL
 HX2045
 HX2045  NGVD 29 (??/??/92)  187.105  (m)          613.86   (f) ADJ UNCH    1 2
 HX2045
 HX2045.Superseded values are not recommended for survey control.
 HX2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2045.See file dsdata.txt to determine how the superseded data were derived.
 HX2045
 HX2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC505346(NAD 83)
 HX2045_MARKER: DB = BENCH MARK DISK
 HX2045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2045_SP_SET: CATCH BASIN
 HX2045_STAMPING: M 205 1959
 HX2045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2045
 HX2045  HISTORY     - Date     Condition        Report By
 HX2045  HISTORY     - 1959     MONUMENTED       CGS
 HX2045
 HX2045                          STATION DESCRIPTION
 HX2045
 HX2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX2045'2 MI NW FROM BELLE.
 HX2045'ABOUT 1.95 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2045'FROM THE STATION AT BELLE, 0.35 MILE NORTHWEST OF MILEPOST 135,
 HX2045'BETWEEN THE TRACK AND THE NEW HIGHWAY, ON THE INSIDE OF A SHORT
 HX2045'CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST, 19 1/2 FEET
 HX2045'EAST OF THE EAST RAIL, IN TOP OF THE NORTHEAST CONCRETE WALL TO
 HX2045'A 3-FOOT CATCH BASIN TO A 3-FOOT STONE BOX CULVERT UNDER THE
 HX2045'TRACK, 28 FEET NORTHWEST OF THE ONLY POWER LINE POLE BETWEEN
 HX2045'THE TRACK AND THE NEW HIGHWAY IN A POWER LINE THAT CROSSES BOTH
 HX2045'THE TRACK AND THE NEW AND OLD HIGHWAYS, 1 1/2 FEET EAST OF THE
 HX2045'INSIDE NORTHWEST CORNER OF THE CATCH BASIN, AND ABOUT 4 FEET
 HX2045'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0763 ***********************************************************************
 GX0763  DESIGNATION -  M 206
 GX0763  PID         -  GX0763
 GX0763  STATE/COUNTY-  WV/FAYETTE
 GX0763  USGS QUAD   -  DANESE (1987)
 GX0763
 GX0763                         *CURRENT SURVEY CONTROL
 GX0763  ___________________________________________________________________
 GX0763* NAD 83(1986)-  37 58 11.     (N)    080 57 22.     (W)     SCALED    
 GX0763* NAVD 88     -       757.740  (meters)    2486.02   (feet)  ADJUSTED  
 GX0763  ___________________________________________________________________
 GX0763  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX0763  DYNAMIC HT  -         757.120 (meters)    2483.98  (feet)  COMP
 GX0763  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 GX0763
 GX0763  VERT ORDER  -  SECOND    CLASS 0
 GX0763
 GX0763.The horizontal coordinates were scaled from a topographic map and have
 GX0763.an estimated accuracy of +/- 6 seconds.
 GX0763
 GX0763.The orthometric height was determined by differential leveling
 GX0763.and adjusted by the National Geodetic Survey in June 1991..
 GX0763
 GX0763.The geoid height was determined by GEOID03.
 GX0763
 GX0763.The dynamic height is computed by dividing the NAVD 88
 GX0763.geopotential number by the normal gravity value computed on the
 GX0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0763.degrees latitude (g = 980.6199 gals.).
 GX0763
 GX0763.The modeled gravity was interpolated from observed gravity values.
 GX0763
 GX0763;                    North         East    Units  Estimated Accuracy
 GX0763;SPC WV S     -   107,630.      603,860.      MT  (+/- 180 meters Scaled)
 GX0763
 GX0763                          SUPERSEDED SURVEY CONTROL
 GX0763
 GX0763  NGVD 29 (??/??/92)  757.894  (m)         2486.52   (f) ADJ UNCH    2 0
 GX0763
 GX0763.Superseded values are not recommended for survey control.
 GX0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0763.See file dsdata.txt to determine how the superseded data were derived.
 GX0763
 GX0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC038024(NAD 83)
 GX0763_MARKER: DB = BENCH MARK DISK
 GX0763_SETTING: 66 = SET IN ROCK OUTCROP
 GX0763_SP_SET: ROCK CUT
 GX0763_STAMPING: M 206 1961
 GX0763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0763+STABILITY: POSITION/ELEVATION WELL
 GX0763
 GX0763  HISTORY     - Date     Condition        Report By
 GX0763  HISTORY     - 1961     MONUMENTED       CGS
 GX0763  HISTORY     - 1980     GOOD             LOCSUR
 GX0763
 GX0763                          STATION DESCRIPTION
 GX0763
 GX0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0763'6 MI SE FROM SEWELL.
 GX0763'ABOUT 5.95 MILES SOUTHEAST ALONG A ROUGH MOUNTAIN ROAD FROM
 GX0763'THE CHESAPEAKE AND OHIO RAILWAY STATION AT SEWELL, ABOUT 0.95
 GX0763'MILE SOUTHWEST ALONG A NARROW ROUGH MOUNTAIN ROAD FROM THE
 GX0763'ADMINISTRATION BUILDING OF THE BABCOCK STATE PARK, ABOUT 0.6 MILE
 GX0763'SOUTHWEST OF A T ROAD JUNCTION, SET VERTICALLY IN THE NORTHWEST
 GX0763'FACE OF A LONG ROCK CUT THAT IS ABOUT 4 FEET HIGH, 15 FEET
 GX0763'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 90 FEET NORTHEAST OF
 GX0763'THE SOUTHWEST END OF THE CUT AND 3 FEET ABOVE THE LEVEL OF THE
 GX0763'ROAD.
 GX0763
 GX0763                          STATION RECOVERY (1980)
 GX0763
 GX0763'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0777 ***********************************************************************
 GX0777  DESIGNATION -  M 207
 GX0777  PID         -  GX0777
 GX0777  STATE/COUNTY-  WV/FAYETTE
 GX0777  USGS QUAD   -  DANESE (1987)
 GX0777
 GX0777                         *CURRENT SURVEY CONTROL
 GX0777  ___________________________________________________________________
 GX0777* NAD 83(1986)-  37 55 32.     (N)    080 54 53.     (W)     SCALED    
 GX0777* NAVD 88     -       795.487  (meters)    2609.86   (feet)  ADJUSTED  
 GX0777  ___________________________________________________________________
 GX0777  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX0777  DYNAMIC HT  -         794.824 (meters)    2607.69  (feet)  COMP
 GX0777  MODELED GRAV-     979,768.4   (mgal)                       NAVD 88
 GX0777
 GX0777  VERT ORDER  -  SECOND    CLASS 0
 GX0777
 GX0777.The horizontal coordinates were scaled from a topographic map and have
 GX0777.an estimated accuracy of +/- 6 seconds.
 GX0777
 GX0777.The orthometric height was determined by differential leveling
 GX0777.and adjusted by the National Geodetic Survey in June 1991..
 GX0777
 GX0777.The geoid height was determined by GEOID03.
 GX0777
 GX0777.The dynamic height is computed by dividing the NAVD 88
 GX0777.geopotential number by the normal gravity value computed on the
 GX0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0777.degrees latitude (g = 980.6199 gals.).
 GX0777
 GX0777.The modeled gravity was interpolated from observed gravity values.
 GX0777
 GX0777;                    North         East    Units  Estimated Accuracy
 GX0777;SPC WV S     -   102,730.      607,500.      MT  (+/- 180 meters Scaled)
 GX0777
 GX0777                          SUPERSEDED SURVEY CONTROL
 GX0777
 GX0777  NGVD 29 (??/??/92)  795.632  (m)         2610.34   (f) ADJ UNCH    2 0
 GX0777
 GX0777.Superseded values are not recommended for survey control.
 GX0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0777.See file dsdata.txt to determine how the superseded data were derived.
 GX0777
 GX0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB074975(NAD 83)
 GX0777_MARKER: DB = BENCH MARK DISK
 GX0777_SETTING: 66 = SET IN ROCK OUTCROP
 GX0777_SP_SET: ROCK OUTCROP
 GX0777_STAMPING: M 207 1961
 GX0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0777+STABILITY: POSITION/ELEVATION WELL
 GX0777
 GX0777  HISTORY     - Date     Condition        Report By
 GX0777  HISTORY     - 1961     MONUMENTED       CGS
 GX0777
 GX0777                          STATION DESCRIPTION
 GX0777
 GX0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0777'0.9 MI SW FROM DANESE.
 GX0777'ABOUT 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE POST
 GX0777'OFFICE AT DANESE, ABOUT 1.1 MILES EAST OF THE POST OFFICE AT
 GX0777'MAPLE WOOD, ABOUT 0.3 MILE EAST OF THE MAPLE WOOD METHODIST CHURCH,
 GX0777'23 YARDS NORTHEAST OF THE NORTHEAST CORNER OF A 25 FOOT CONCRETE
 GX0777'BRIDGE OVER A SMALL STREAM, SET ON THE TOP OF THE WEST END OF A
 GX0777'SLOPING ROCK OUTCROP THAT IS 20 FEET LONG AND 10 FEET WIDE, 28
 GX0777'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE
 GX0777'WEST EDGE OF THE OUTCROP AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0810 ***********************************************************************
 GX0810  DESIGNATION -  M 208
 GX0810  PID         -  GX0810
 GX0810  STATE/COUNTY-  WV/SUMMERS
 GX0810  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0810
 GX0810                         *CURRENT SURVEY CONTROL
 GX0810  ___________________________________________________________________
 GX0810* NAD 83(1986)-  37 49 45.     (N)    080 48 11.     (W)     SCALED    
 GX0810* NAVD 88     -       535.425  (meters)    1756.64   (feet)  ADJUSTED  
 GX0810  ___________________________________________________________________
 GX0810  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX0810  DYNAMIC HT  -         534.987 (meters)    1755.20  (feet)  COMP
 GX0810  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 GX0810
 GX0810  VERT ORDER  -  SECOND    CLASS 0
 GX0810
 GX0810.The horizontal coordinates were scaled from a topographic map and have
 GX0810.an estimated accuracy of +/- 6 seconds.
 GX0810
 GX0810.The orthometric height was determined by differential leveling
 GX0810.and adjusted by the National Geodetic Survey in June 1991..
 GX0810
 GX0810.The geoid height was determined by GEOID03.
 GX0810
 GX0810.The dynamic height is computed by dividing the NAVD 88
 GX0810.geopotential number by the normal gravity value computed on the
 GX0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0810.degrees latitude (g = 980.6199 gals.).
 GX0810
 GX0810.The modeled gravity was interpolated from observed gravity values.
 GX0810
 GX0810;                    North         East    Units  Estimated Accuracy
 GX0810;SPC WV S     -    92,050.      617,340.      MT  (+/- 180 meters Scaled)
 GX0810
 GX0810                          SUPERSEDED SURVEY CONTROL
 GX0810
 GX0810  NGVD 29 (??/??/92)  535.584  (m)         1757.16   (f) ADJ UNCH    2 0
 GX0810
 GX0810.Superseded values are not recommended for survey control.
 GX0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0810.See file dsdata.txt to determine how the superseded data were derived.
 GX0810
 GX0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB173868(NAD 83)
 GX0810_MARKER: DB = BENCH MARK DISK
 GX0810_SETTING: 66 = SET IN ROCK OUTCROP
 GX0810_SP_SET: ROCK CUT
 GX0810_STAMPING: M 208 1961
 GX0810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0810+STABILITY: POSITION/ELEVATION WELL
 GX0810
 GX0810  HISTORY     - Date     Condition        Report By
 GX0810  HISTORY     - 1961     MONUMENTED       CGS
 GX0810
 GX0810                          STATION DESCRIPTION
 GX0810
 GX0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0810'AT ELTON.
 GX0810'AT ELTON, 0.25 MILE NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0810'CHURCH OF CHRIST AT ELTON, 90 YARDS NORTH OF THE JUNCTION OF A
 GX0810'BLACK TOP ROAD LEADING EAST TO GRASSY MEADOWS, SET VERTICALLY
 GX0810'IN THE WEST FACE OF A LARGE ROCK CUT, 36 FEET EAST OF THE CENTER
 GX0810'LINE OF THE HIGHWAY, 3 FEET ABOVE THE LEVEL OF THE GROUND AND
 GX0810'2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0966 ***********************************************************************
 GX0966  DESIGNATION -  M 209
 GX0966  PID         -  GX0966
 GX0966  STATE/COUNTY-  WV/FAYETTE
 GX0966  USGS QUAD   -  DANESE (1987)
 GX0966
 GX0966                         *CURRENT SURVEY CONTROL
 GX0966  ___________________________________________________________________
 GX0966* NAD 83(1986)-  37 57 44.     (N)    080 54 07.     (W)     SCALED    
 GX0966* NAVD 88     -       783.665  (meters)    2571.07   (feet)  ADJUSTED  
 GX0966  ___________________________________________________________________
 GX0966  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX0966  DYNAMIC HT  -         783.008 (meters)    2568.92  (feet)  COMP
 GX0966  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 GX0966
 GX0966  VERT ORDER  -  SECOND    CLASS 0
 GX0966
 GX0966.The horizontal coordinates were scaled from a topographic map and have
 GX0966.an estimated accuracy of +/- 6 seconds.
 GX0966
 GX0966.The orthometric height was determined by differential leveling
 GX0966.and adjusted by the National Geodetic Survey in June 1991..
 GX0966
 GX0966.The geoid height was determined by GEOID03.
 GX0966
 GX0966.The dynamic height is computed by dividing the NAVD 88
 GX0966.geopotential number by the normal gravity value computed on the
 GX0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0966.degrees latitude (g = 980.6199 gals.).
 GX0966
 GX0966.The modeled gravity was interpolated from observed gravity values.
 GX0966
 GX0966;                    North         East    Units  Estimated Accuracy
 GX0966;SPC WV S     -   106,800.      608,620.      MT  (+/- 180 meters Scaled)
 GX0966
 GX0966                          SUPERSEDED SURVEY CONTROL
 GX0966
 GX0966  NGVD 29 (??/??/92)  783.804  (m)         2571.53   (f) ADJ UNCH    2 0
 GX0966
 GX0966.Superseded values are not recommended for survey control.
 GX0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0966.See file dsdata.txt to determine how the superseded data were derived.
 GX0966
 GX0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC086016(NAD 83)
 GX0966_MARKER: DB = BENCH MARK DISK
 GX0966_SETTING: 66 = SET IN ROCK OUTCROP
 GX0966_SP_SET: ROCK CUT
 GX0966_STAMPING: M 209 1961
 GX0966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0966+STABILITY: POSITION/ELEVATION WELL
 GX0966
 GX0966  HISTORY     - Date     Condition        Report By
 GX0966  HISTORY     - 1961     MONUMENTED       CGS
 GX0966
 GX0966                          STATION DESCRIPTION
 GX0966
 GX0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0966'3 MI SE FROM LANDISBURG.
 GX0966'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0966'AT LANDISBURG, THENCE 1.15 MILES EAST ALONG A GRADED ROAD, 0.7
 GX0966'MILE EAST OF THE WHITE OAK METHODIST CHURCH, ABOUT 0.1 MILE EAST
 GX0966'OF THE JUNCTION OF A ROAD LEADING NORTH UP LICK CREEK, ALONG THE
 GX0966'WEST SLOPE OF A HILL, SET ON THE TOP OF A 4-FOOT SQUARE ROCK THAT
 GX0966'PROJECTS OUT OF A CUT BANK, 13 FEET NORTH OF THE CENTER LINE OF
 GX0966'THE ROAD, 1 FOOT WEST OF THE EAST EDGE OF THE ROCK AND 2 FEET
 GX0966'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0793 ***********************************************************************
 KY0793  DESIGNATION -  M 21
 KY0793  PID         -  KY0793
 KY0793  STATE/COUNTY-  WV/HANCOCK
 KY0793  USGS QUAD   -  WEIRTON (1994)
 KY0793
 KY0793                         *CURRENT SURVEY CONTROL
 KY0793  ___________________________________________________________________
 KY0793* NAD 83(1986)-  40 27 01.     (N)    080 36 00.     (W)     SCALED    
 KY0793* NAVD 88     -       204.644  (meters)     671.40   (feet)  ADJUSTED  
 KY0793  ___________________________________________________________________
 KY0793  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KY0793  DYNAMIC HT  -         204.538 (meters)     671.06  (feet)  COMP
 KY0793  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 KY0793
 KY0793  VERT ORDER  -  FIRST     CLASS II
 KY0793
 KY0793.The horizontal coordinates were scaled from a topographic map and have
 KY0793.an estimated accuracy of +/- 6 seconds.
 KY0793
 KY0793.The orthometric height was determined by differential leveling
 KY0793.and adjusted by the National Geodetic Survey in June 1991..
 KY0793
 KY0793.The geoid height was determined by GEOID03.
 KY0793
 KY0793.The dynamic height is computed by dividing the NAVD 88
 KY0793.geopotential number by the normal gravity value computed on the
 KY0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0793.degrees latitude (g = 980.6199 gals.).
 KY0793
 KY0793.The modeled gravity was interpolated from observed gravity values.
 KY0793
 KY0793;                    North         East    Units  Estimated Accuracy
 KY0793;SPC WV N     -   217,100.      506,690.      MT  (+/- 180 meters Scaled)
 KY0793
 KY0793                          SUPERSEDED SURVEY CONTROL
 KY0793
 KY0793  NGVD 29 (??/??/92)  204.814  (m)          671.96   (f) ADJ UNCH    1 2
 KY0793
 KY0793.Superseded values are not recommended for survey control.
 KY0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0793.See file dsdata.txt to determine how the superseded data were derived.
 KY0793
 KY0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE339778(NAD 83)
 KY0793_MARKER: DB = BENCH MARK DISK
 KY0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0793_STAMPING: M 21 1935
 KY0793_MARK LOGO: CGS   
 KY0793_PROJECTION: FLUSH
 KY0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0793+STABILITY: SURFACE MOTION
 KY0793
 KY0793  HISTORY     - Date     Condition        Report By
 KY0793  HISTORY     - 1935     MONUMENTED       CGS
 KY0793  HISTORY     - 1983     GOOD             NGS
 KY0793
 KY0793                          STATION DESCRIPTION
 KY0793
 KY0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY0793'2.9 MI N FROM WEIRTON.
 KY0793'2.9 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0793'AT WEIRTON, HANCOCK COUNTY, 42 FEET NORTH OF MILEPOST 4, ABOUT
 KY0793'78 FEET NORTH OF BRIDGE 4+04, AND 15 FEET EAST OF THE EAST
 KY0793'RAIL.  A STANDARD DISK, STAMPED M 21 1935 AND SET IN THE TOP
 KY0793'OF A CONCRETE POST.
 KY0793
 KY0793                          STATION RECOVERY (1983)
 KY0793
 KY0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0793'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.7 KM
 KY0793'(2.9 MI) NORTH ALONG THE CONRAIL RAILROAD FROM THE ABANDONED RAILROAD
 KY0793'STATION NOW OWNED BY NATIONAL STEEL TO THE MARK ON THE RIGHT, ALSO
 KY0793'6.2 KM (3.85 MI) NORTH ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF U.S.
 KY0793'HIGHWAY 22 IN WEIRTON, 26.51 METERS (87.0 FT) NORTH OF THE NORTH END
 KY0793'OF THE EAST HEADWALL OF A CONCRETE BRIDGE OVER KINGS CREEK,
 KY0793'3.47 METERS (11.4 FT) EAST OF THE EAST RAIL, 1.67 METERS (5.5 FT)
 KY0793'NORTH OF THE CENTER OF A TRAIL ROAD LEADING TO STATE HIGHWAY 2.
 KY0793'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0938 ***********************************************************************
 GX0938  DESIGNATION -  M 210
 GX0938  PID         -  GX0938
 GX0938  STATE/COUNTY-  WV/GREENBRIER
 GX0938  USGS QUAD   -  RUPERT (1981)
 GX0938
 GX0938                         *CURRENT SURVEY CONTROL
 GX0938  ___________________________________________________________________
 GX0938* NAD 83(1986)-  37 58 43.     (N)    080 42 42.     (W)     SCALED    
 GX0938* NAVD 88     -       737.159  (meters)    2418.50   (feet)  ADJUSTED  
 GX0938  ___________________________________________________________________
 GX0938  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX0938  DYNAMIC HT  -         736.546 (meters)    2416.48  (feet)  COMP
 GX0938  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 GX0938
 GX0938  VERT ORDER  -  SECOND    CLASS 0
 GX0938
 GX0938.The horizontal coordinates were scaled from a topographic map and have
 GX0938.an estimated accuracy of +/- 6 seconds.
 GX0938
 GX0938.The orthometric height was determined by differential leveling
 GX0938.and adjusted by the National Geodetic Survey in June 1991..
 GX0938
 GX0938.The geoid height was determined by GEOID03.
 GX0938
 GX0938.The dynamic height is computed by dividing the NAVD 88
 GX0938.geopotential number by the normal gravity value computed on the
 GX0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0938.degrees latitude (g = 980.6199 gals.).
 GX0938
 GX0938.The modeled gravity was interpolated from observed gravity values.
 GX0938
 GX0938;                    North         East    Units  Estimated Accuracy
 GX0938;SPC WV S     -   108,650.      625,330.      MT  (+/- 180 meters Scaled)
 GX0938
 GX0938                          SUPERSEDED SURVEY CONTROL
 GX0938
 GX0938  NGVD 29 (??/??/92)  737.299  (m)         2418.96   (f) ADJ UNCH    2 0
 GX0938
 GX0938.Superseded values are not recommended for survey control.
 GX0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0938.See file dsdata.txt to determine how the superseded data were derived.
 GX0938
 GX0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC253034(NAD 83)
 GX0938_MARKER: DB = BENCH MARK DISK
 GX0938_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0938_SP_SET: UNSPECIFIED ROCK
 GX0938_STAMPING: M 210 1961
 GX0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0938
 GX0938  HISTORY     - Date     Condition        Report By
 GX0938  HISTORY     - 1961     MONUMENTED       CGS
 GX0938
 GX0938                          STATION DESCRIPTION
 GX0938
 GX0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0938'1.8 MI NW FROM RUPERT.
 GX0938'ABOUT 1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0938'OFFICE AT RUPERT, 0.5 MILE SOUTHEAST OF A 20-FOOT CONCRETE
 GX0938'BRIDGE OVER MILL CREEK, AT THE OUTSIDE OF A CURVE, SET ON THE
 GX0938'TOP OF THE SOUTH CORNER OF A FLAT ROCK THAT IS ABOUT 12 FEET
 GX0938'WIDE AND 2 FEET HIGH, 30 FEET NORTHEAST OF THE CENTER LINE OF
 GX0938'THE HIGHWAY, 3 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK
 GX0938'AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0879 ***********************************************************************
 GX0879  DESIGNATION -  M 211
 GX0879  PID         -  GX0879
 GX0879  STATE/COUNTY-  WV/SUMMERS
 GX0879  USGS QUAD   -  TALCOTT (1968)
 GX0879
 GX0879                         *CURRENT SURVEY CONTROL
 GX0879  ___________________________________________________________________
 GX0879* NAD 83(1986)-  37 39 58.     (N)    080 47 44.     (W)     SCALED    
 GX0879* NAVD 88     -       513.145  (meters)    1683.54   (feet)  ADJUSTED  
 GX0879  ___________________________________________________________________
 GX0879  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX0879  DYNAMIC HT  -         512.716 (meters)    1682.14  (feet)  COMP
 GX0879  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 GX0879
 GX0879  VERT ORDER  -  SECOND    CLASS 0
 GX0879
 GX0879.The horizontal coordinates were scaled from a topographic map and have
 GX0879.an estimated accuracy of +/- 6 seconds.
 GX0879
 GX0879.The orthometric height was determined by differential leveling
 GX0879.and adjusted by the National Geodetic Survey in June 1991..
 GX0879
 GX0879.The geoid height was determined by GEOID03.
 GX0879
 GX0879.The dynamic height is computed by dividing the NAVD 88
 GX0879.geopotential number by the normal gravity value computed on the
 GX0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0879.degrees latitude (g = 980.6199 gals.).
 GX0879
 GX0879.The modeled gravity was interpolated from observed gravity values.
 GX0879
 GX0879;                    North         East    Units  Estimated Accuracy
 GX0879;SPC WV S     -    73,950.      618,040.      MT  (+/- 180 meters Scaled)
 GX0879
 GX0879                          SUPERSEDED SURVEY CONTROL
 GX0879
 GX0879  NGVD 29 (??/??/92)  513.305  (m)         1684.07   (f) ADJ UNCH    2 0
 GX0879
 GX0879.Superseded values are not recommended for survey control.
 GX0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0879.See file dsdata.txt to determine how the superseded data were derived.
 GX0879
 GX0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB180687(NAD 83)
 GX0879_MARKER: DB = BENCH MARK DISK
 GX0879_SETTING: 66 = SET IN ROCK OUTCROP
 GX0879_SP_SET: ROCK CLIFF
 GX0879_STAMPING: M 211 1961
 GX0879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0879+STABILITY: POSITION/ELEVATION WELL
 GX0879
 GX0879  HISTORY     - Date     Condition        Report By
 GX0879  HISTORY     - 1961     MONUMENTED       CGS
 GX0879
 GX0879                          STATION DESCRIPTION
 GX0879
 GX0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0879'5 MI NW FROM TALCOTT.
 GX0879'ABOUT 3.6 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0879'THE STATION AT TALCOTT, THENCE 1.25 MILES NORTH ALONG POWLEY CREEK
 GX0879'ROAD, ABOUT 0.85 MILE NORTH OF THE FREEDOM BAPTIST CHURCH AT
 GX0879'POWLEY CREEK, ABOUT 0.45 MILE NORTH OF THE POWLEY CREEK SCHOOL,
 GX0879'30 FEET NORTHEAST OF THE CENTER OF A SMALL RAVINE, SET VERTICALLY
 GX0879'IN THE NORTHWEST FACE OF A 6 FOOT HIGH ROCK CLIFF, 15 FEET
 GX0879'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET ABOVE THE
 GX0879'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0905 ***********************************************************************
 GX0905  DESIGNATION -  M 212
 GX0905  PID         -  GX0905
 GX0905  STATE/COUNTY-  WV/GREENBRIER
 GX0905  USGS QUAD   -  DAWSON (1971)
 GX0905
 GX0905                         *CURRENT SURVEY CONTROL
 GX0905  ___________________________________________________________________
 GX0905* NAD 83(1986)-  37 48 20.     (N)    080 42 31.     (W)     SCALED    
 GX0905* NAVD 88     -       751.339  (meters)    2465.02   (feet)  ADJUSTED  
 GX0905  ___________________________________________________________________
 GX0905  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX0905  DYNAMIC HT  -         750.710 (meters)    2462.95  (feet)  COMP
 GX0905  MODELED GRAV-     979,767.0   (mgal)                       NAVD 88
 GX0905
 GX0905  VERT ORDER  -  SECOND    CLASS 0
 GX0905
 GX0905.The horizontal coordinates were scaled from a topographic map and have
 GX0905.an estimated accuracy of +/- 6 seconds.
 GX0905
 GX0905.The orthometric height was determined by differential leveling
 GX0905.and adjusted by the National Geodetic Survey in June 1991..
 GX0905
 GX0905.The geoid height was determined by GEOID03.
 GX0905
 GX0905.The dynamic height is computed by dividing the NAVD 88
 GX0905.geopotential number by the normal gravity value computed on the
 GX0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0905.degrees latitude (g = 980.6199 gals.).
 GX0905
 GX0905.The modeled gravity was interpolated from observed gravity values.
 GX0905
 GX0905;                    North         East    Units  Estimated Accuracy
 GX0905;SPC WV S     -    89,450.      625,660.      MT  (+/- 180 meters Scaled)
 GX0905
 GX0905                          SUPERSEDED SURVEY CONTROL
 GX0905
 GX0905  NGVD 29 (??/??/92)  751.498  (m)         2465.54   (f) ADJ UNCH    2 0
 GX0905
 GX0905.Superseded values are not recommended for survey control.
 GX0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0905.See file dsdata.txt to determine how the superseded data were derived.
 GX0905
 GX0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB256842(NAD 83)
 GX0905_MARKER: DB = BENCH MARK DISK
 GX0905_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0905_SP_SET: UNSPECIFIED ROCK
 GX0905_STAMPING: M 212 1961
 GX0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0905
 GX0905  HISTORY     - Date     Condition        Report By
 GX0905  HISTORY     - 1961     MONUMENTED       CGS
 GX0905
 GX0905                          STATION DESCRIPTION
 GX0905
 GX0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0905'2 MI SE FROM GRASSY MEADOWS.
 GX0905'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 GX0905'POST OFFICE AT GRASSY MEADOWS, THENCE 0.7 MILE SOUTH ALONG A
 GX0905'ROUGH GRADED ROAD, 0.7 MILE NORTH OF THE GREENBRIER-SUMMERS
 GX0905'COUNTY LINE, AT THE OUTSIDE OF A SHARP CURVE, SET ON THE TOP OF
 GX0905'THE EAST CORNER OF A TRIANGULAR SHAPED ROCK THAT IS 4 FEET
 GX0905'WIDE AND PROJECTS OUT OF A 10 FOOT HIGH BANK, 14 FEET WEST OF
 GX0905'THE CENTER LINE OF THE ROAD, 1/2 FOOT WEST OF THE EAST CORNER
 GX0905'OF THE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0913 ***********************************************************************
 GX0913  DESIGNATION -  M 213
 GX0913  PID         -  GX0913
 GX0913  STATE/COUNTY-  WV/GREENBRIER
 GX0913  USGS QUAD   -  DAWSON (1971)
 GX0913
 GX0913                         *CURRENT SURVEY CONTROL
 GX0913  ___________________________________________________________________
 GX0913* NAD 83(1986)-  37 51 26.     (N)    080 42 48.     (W)     SCALED    
 GX0913* NAVD 88     -       741.102  (meters)    2431.43   (feet)  ADJUSTED  
 GX0913  ___________________________________________________________________
 GX0913  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX0913  DYNAMIC HT  -         740.475 (meters)    2429.38  (feet)  COMP
 GX0913  MODELED GRAV-     979,758.3   (mgal)                       NAVD 88
 GX0913
 GX0913  VERT ORDER  -  SECOND    CLASS 0
 GX0913
 GX0913.The horizontal coordinates were scaled from a topographic map and have
 GX0913.an estimated accuracy of +/- 6 seconds.
 GX0913
 GX0913.The orthometric height was determined by differential leveling
 GX0913.and adjusted by the National Geodetic Survey in June 1991..
 GX0913
 GX0913.The geoid height was determined by GEOID03.
 GX0913
 GX0913.The dynamic height is computed by dividing the NAVD 88
 GX0913.geopotential number by the normal gravity value computed on the
 GX0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0913.degrees latitude (g = 980.6199 gals.).
 GX0913
 GX0913.The modeled gravity was interpolated from observed gravity values.
 GX0913
 GX0913;                    North         East    Units  Estimated Accuracy
 GX0913;SPC WV S     -    95,180.      625,230.      MT  (+/- 180 meters Scaled)
 GX0913
 GX0913                          SUPERSEDED SURVEY CONTROL
 GX0913
 GX0913  NGVD 29 (??/??/92)  741.247  (m)         2431.91   (f) ADJ UNCH    2 0
 GX0913
 GX0913.Superseded values are not recommended for survey control.
 GX0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0913.See file dsdata.txt to determine how the superseded data were derived.
 GX0913
 GX0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB252900(NAD 83)
 GX0913_MARKER: DB = BENCH MARK DISK
 GX0913_SETTING: 66 = SET IN ROCK OUTCROP
 GX0913_SP_SET: ROCK CUT
 GX0913_STAMPING: M 213 1961
 GX0913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0913+STABILITY: POSITION/ELEVATION WELL
 GX0913
 GX0913  HISTORY     - Date     Condition        Report By
 GX0913  HISTORY     - 1961     MONUMENTED       CGS
 GX0913  HISTORY     - 1965     GOOD             LOCENG
 GX0913
 GX0913                          STATION DESCRIPTION
 GX0913
 GX0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0913'0.2 MI NW FROM DAWSON.
 GX0913'ABOUT 0.15 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM A T
 GX0913'JUNCTION AT DAWSON, 0.1 MILE SOUTHEAST OF A 75-FOOT CONCRETE
 GX0913'BRIDGE OVER MORRIS CREEK, AT THE OUTSIDE OF A CURVE, SET
 GX0913'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK THAT IS 12 FEET LONG
 GX0913'AND 4 FEET HIGH AND IS PART OF A LONG CUT, 20 FEET NORTHEAST
 GX0913'OF THE CENTER LINE OF THE ROAD, 5 1/2 FEET NORTHWEST OF THE
 GX0913'SOUTHEAST END OF THE CUT AND 2 1/2 FEET ABOVE THE LEVEL OF THE
 GX0913'ROAD.
 GX0913
 GX0913                          STATION RECOVERY (1965)
 GX0913
 GX0913'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 GX0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0922 ***********************************************************************
 GX0922  DESIGNATION -  M 214
 GX0922  PID         -  GX0922
 GX0922  STATE/COUNTY-  WV/GREENBRIER
 GX0922  USGS QUAD   -  RUPERT (1981)
 GX0922
 GX0922                         *CURRENT SURVEY CONTROL
 GX0922  ___________________________________________________________________
 GX0922* NAD 83(1986)-  37 55 08.     (N)    080 41 49.     (W)     SCALED    
 GX0922* NAVD 88     -       757.998  (meters)    2486.87   (feet)  ADJUSTED  
 GX0922  ___________________________________________________________________
 GX0922  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX0922  DYNAMIC HT  -         757.363 (meters)    2484.78  (feet)  COMP
 GX0922  MODELED GRAV-     979,766.2   (mgal)                       NAVD 88
 GX0922
 GX0922  VERT ORDER  -  SECOND    CLASS 0
 GX0922
 GX0922.The horizontal coordinates were scaled from a topographic map and have
 GX0922.an estimated accuracy of +/- 6 seconds.
 GX0922
 GX0922.The orthometric height was determined by differential leveling
 GX0922.and adjusted by the National Geodetic Survey in June 1991..
 GX0922
 GX0922.The geoid height was determined by GEOID03.
 GX0922
 GX0922.The dynamic height is computed by dividing the NAVD 88
 GX0922.geopotential number by the normal gravity value computed on the
 GX0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0922.degrees latitude (g = 980.6199 gals.).
 GX0922
 GX0922.The modeled gravity was interpolated from observed gravity values.
 GX0922
 GX0922;                    North         East    Units  Estimated Accuracy
 GX0922;SPC WV S     -   102,030.      626,650.      MT  (+/- 180 meters Scaled)
 GX0922
 GX0922                          SUPERSEDED SURVEY CONTROL
 GX0922
 GX0922  NGVD 29 (??/??/92)  758.144  (m)         2487.34   (f) ADJ UNCH    2 0
 GX0922
 GX0922.Superseded values are not recommended for survey control.
 GX0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0922.See file dsdata.txt to determine how the superseded data were derived.
 GX0922
 GX0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB266968(NAD 83)
 GX0922_MARKER: DB = BENCH MARK DISK
 GX0922_SETTING: 66 = SET IN ROCK OUTCROP
 GX0922_SP_SET: ROCK CUT
 GX0922_STAMPING: M 214 1961
 GX0922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0922+STABILITY: POSITION/ELEVATION WELL
 GX0922
 GX0922  HISTORY     - Date     Condition        Report By
 GX0922  HISTORY     - 1961     MONUMENTED       CGS
 GX0922
 GX0922                          STATION DESCRIPTION
 GX0922
 GX0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0922'3.6 MI W FROM MEADOW BLUFF.
 GX0922'ABOUT 3.55 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX0922'AT MEADOW BLUFF, 0.3 MILE SOUTH OF THE SOULE CHAPEL METHODIST
 GX0922'CHURCH AND CEMETERY, ON THE SOUTH SLOPE OF A CROOKED HILL, AT A
 GX0922'POINT WHERE A TELEPHONE LINE CROSSES OVER THE ROAD, SET ON THE
 GX0922'TOP OF A 4 FOOT LONG ROCK THAT PROJECTS 1 1/2 FOOT ABOVE THE GROUND
 GX0922'AND IS AT THE BASE OF A 10 FOOT CUT, 11 FEET WEST OF THE CENTER
 GX0922'LINE OF THE ROAD, 24 FEET SOUTH OF THE FIRST TELEPHONE POLE ON
 GX0922'THE WEST SIDE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD BED.
 GX0922'NOTE-- THIS MARK MAY BE REACHED FROM A T ROAD JUNCTION AT DAWSON
 GX0922'BY GOING 1.45 MILES NORTHWEST ALONG A BLACK TOP ROAD, THENCE 4.7
 GX0922'MILES NORTH ALONG A BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0119 ***********************************************************************
 GX0119  DESIGNATION -  M 215
 GX0119  PID         -  GX0119
 GX0119  STATE/COUNTY-  WV/GREENBRIER
 GX0119  USGS QUAD   -  LEWISBURG (1979)
 GX0119
 GX0119                         *CURRENT SURVEY CONTROL
 GX0119  ___________________________________________________________________
 GX0119* NAD 83(1986)-  37 47 32.     (N)    080 24 35.     (W)     SCALED    
 GX0119* NAVD 88     -       588.444  (meters)    1930.59   (feet)  ADJUSTED  
 GX0119  ___________________________________________________________________
 GX0119  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GX0119  DYNAMIC HT  -         587.955 (meters)    1928.98  (feet)  COMP
 GX0119  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 GX0119
 GX0119  VERT ORDER  -  FIRST     CLASS II
 GX0119
 GX0119.The horizontal coordinates were scaled from a topographic map and have
 GX0119.an estimated accuracy of +/- 6 seconds.
 GX0119
 GX0119.The orthometric height was determined by differential leveling
 GX0119.and adjusted by the National Geodetic Survey in June 1991..
 GX0119
 GX0119.The geoid height was determined by GEOID03.
 GX0119
 GX0119.The dynamic height is computed by dividing the NAVD 88
 GX0119.geopotential number by the normal gravity value computed on the
 GX0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0119.degrees latitude (g = 980.6199 gals.).
 GX0119
 GX0119.The modeled gravity was interpolated from observed gravity values.
 GX0119
 GX0119;                    North         East    Units  Estimated Accuracy
 GX0119;SPC WV S     -    88,090.      651,990.      MT  (+/- 180 meters Scaled)
 GX0119
 GX0119                          SUPERSEDED SURVEY CONTROL
 GX0119
 GX0119  NGVD 29 (??/??/92)  588.593  (m)         1931.08   (f) ADJ UNCH    1 2
 GX0119
 GX0119.Superseded values are not recommended for survey control.
 GX0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0119.See file dsdata.txt to determine how the superseded data were derived.
 GX0119
 GX0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB519829(NAD 83)
 GX0119_MARKER: DB = BENCH MARK DISK
 GX0119_SETTING: 66 = SET IN ROCK OUTCROP
 GX0119_SP_SET: ROCK CUT
 GX0119_STAMPING: M 215 1961
 GX0119_MARK LOGO: CGS   
 GX0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0119+STABILITY: POSITION/ELEVATION WELL
 GX0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX0119+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 GX0119
 GX0119  HISTORY     - Date     Condition        Report By
 GX0119  HISTORY     - 1961     MONUMENTED       CGS
 GX0119  HISTORY     - 1983     GOOD             NGS
 GX0119  HISTORY     - 1983     GOOD             NGS
 GX0119  HISTORY     - 1984     GOOD             NGS
 GX0119  HISTORY     - 20051004 GOOD             TEI
 GX0119
 GX0119                          STATION DESCRIPTION
 GX0119
 GX0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0119'2.2 MI SE FROM LEWISBURG.
 GX0119'ABOUT 2.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0119'OFFICE AT LEWISBURG, 0.7 MILE NORTHWEST OF THE U.S. HIGHWAY 60
 GX0119'OVERPASS OVER THE CHESAPEAKE AND OHIO RAILWAY, ALSO 0.7 MILE
 GX0119'NORTHWEST OF THE C AND O RAILWAY STATION AT NORTH CALDWELL, SET
 GX0119'VERTICALLY IN THE NORTHEAST FACE OF A LARGE ROCK CUT, ABOUT 33
 GX0119'YARDS NORTHWEST OF THE SOUTHEAST END OF THE ROCK, 18 FEET
 GX0119'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET ABOVE THE
 GX0119'LEVEL OF THE GROUND AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX0119
 GX0119                          STATION RECOVERY (1983)
 GX0119
 GX0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0119'RECOVERED IN GOOD CONDITION.
 GX0119
 GX0119                          STATION RECOVERY (1983)
 GX0119
 GX0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0119'RECOVERED IN GOOD CONDITION.
 GX0119
 GX0119                          STATION RECOVERY (1984)
 GX0119
 GX0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0119'RECOVERED IN GOOD CONDITION.
 GX0119
 GX0119                          STATION RECOVERY (2005)
 GX0119
 GX0119'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2005 (EMM)
 GX0119'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1004 ***********************************************************************
 GX1004  DESIGNATION -  M 216
 GX1004  PID         -  GX1004
 GX1004  STATE/COUNTY-  WV/GREENBRIER
 GX1004  USGS QUAD   -  ASBURY (1979)
 GX1004
 GX1004                         *CURRENT SURVEY CONTROL
 GX1004  ___________________________________________________________________
 GX1004* NAD 83(1986)-  37 45 45.     (N)    080 36 23.     (W)     SCALED    
 GX1004* NAVD 88     -       507.823  (meters)    1666.08   (feet)  ADJUSTED  
 GX1004  ___________________________________________________________________
 GX1004  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX1004  DYNAMIC HT  -         507.411 (meters)    1664.73  (feet)  COMP
 GX1004  MODELED GRAV-     979,803.7   (mgal)                       NAVD 88
 GX1004
 GX1004  VERT ORDER  -  SECOND    CLASS 0
 GX1004
 GX1004.The horizontal coordinates were scaled from a topographic map and have
 GX1004.an estimated accuracy of +/- 6 seconds.
 GX1004
 GX1004.The orthometric height was determined by differential leveling
 GX1004.and adjusted by the National Geodetic Survey in June 1991..
 GX1004
 GX1004.The geoid height was determined by GEOID03.
 GX1004
 GX1004.The dynamic height is computed by dividing the NAVD 88
 GX1004.geopotential number by the normal gravity value computed on the
 GX1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1004.degrees latitude (g = 980.6199 gals.).
 GX1004
 GX1004.The modeled gravity was interpolated from observed gravity values.
 GX1004
 GX1004;                    North         East    Units  Estimated Accuracy
 GX1004;SPC WV S     -    84,700.      634,680.      MT  (+/- 180 meters Scaled)
 GX1004
 GX1004                          SUPERSEDED SURVEY CONTROL
 GX1004
 GX1004  NGVD 29 (??/??/92)  507.993  (m)         1666.64   (f) ADJ UNCH    2 0
 GX1004
 GX1004.Superseded values are not recommended for survey control.
 GX1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1004.See file dsdata.txt to determine how the superseded data were derived.
 GX1004
 GX1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB346795(NAD 83)
 GX1004_MARKER: DB = BENCH MARK DISK
 GX1004_SETTING: 66 = SET IN ROCK OUTCROP
 GX1004_SP_SET: ROCK LEDGE
 GX1004_STAMPING: M 216 1961
 GX1004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1004+STABILITY: POSITION/ELEVATION WELL
 GX1004
 GX1004  HISTORY     - Date     Condition        Report By
 GX1004  HISTORY     - 1961     MONUMENTED       CGS
 GX1004
 GX1004                          STATION DESCRIPTION
 GX1004
 GX1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1004'3.8 MI NE FROM ALDERSON.
 GX1004'ABOUT 3.8 MILES NORTHEAST ALONG STATE HIGHWAY 12 FROM THE NORTH
 GX1004'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, 0.1 MILE SOUTHWEST
 GX1004'OF THE FREEWILL BAPTIST CHURCH, 98 YARDS NORTHEAST OF THE JUNCTION
 GX1004'OF COUNTY ROAD NO. 66 WHICH LEADS NORTHWEST, SET ON THE TOP OF
 GX1004'A ROCK LEDGE THAT IS ABOUT 12 FEET LONG AND 5 FEET HIGH AND IS
 GX1004'PART OF A 12 FOOT HIGH CUT, 18 FEET SOUTHEAST OF THE CENTER LINE
 GX1004'OF THE HIGHWAY, 2 1/2 FEET NORTHEAST OF THE SOUTHWEST END OF
 GX1004'THE ROCK AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0131 ***********************************************************************
 GX0131  DESIGNATION -  M 217
 GX0131  PID         -  GX0131
 GX0131  STATE/COUNTY-  WV/GREENBRIER
 GX0131  USGS QUAD   -  LEWISBURG (1979)
 GX0131
 GX0131                         *CURRENT SURVEY CONTROL
 GX0131  ___________________________________________________________________
 GX0131* NAD 83(1986)-  37 50 31.     (N)    080 28 55.     (W)     SCALED    
 GX0131* NAVD 88     -       629.084  (meters)    2063.92   (feet)  ADJUSTED  
 GX0131  ___________________________________________________________________
 GX0131  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX0131  DYNAMIC HT  -         628.563 (meters)    2062.21  (feet)  COMP
 GX0131  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 GX0131
 GX0131  VERT ORDER  -  SECOND    CLASS 0
 GX0131
 GX0131.The horizontal coordinates were scaled from a topographic map and have
 GX0131.an estimated accuracy of +/- 6 seconds.
 GX0131
 GX0131.The orthometric height was determined by differential leveling
 GX0131.and adjusted by the National Geodetic Survey in June 1991..
 GX0131
 GX0131.The geoid height was determined by GEOID03.
 GX0131
 GX0131.The dynamic height is computed by dividing the NAVD 88
 GX0131.geopotential number by the normal gravity value computed on the
 GX0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0131.degrees latitude (g = 980.6199 gals.).
 GX0131
 GX0131.The modeled gravity was interpolated from observed gravity values.
 GX0131
 GX0131;                    North         East    Units  Estimated Accuracy
 GX0131;SPC WV S     -    93,570.      645,600.      MT  (+/- 180 meters Scaled)
 GX0131
 GX0131                          SUPERSEDED SURVEY CONTROL
 GX0131
 GX0131  NGVD 29 (??/??/92)  629.234  (m)         2064.41   (f) ADJ UNCH    2 0
 GX0131
 GX0131.Superseded values are not recommended for survey control.
 GX0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0131.See file dsdata.txt to determine how the superseded data were derived.
 GX0131
 GX0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB455884(NAD 83)
 GX0131_MARKER: DB = BENCH MARK DISK
 GX0131_SETTING: 66 = SET IN ROCK OUTCROP
 GX0131_SP_SET: ROCK LEDGE
 GX0131_STAMPING: M 217 1961
 GX0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0131+STABILITY: POSITION/ELEVATION WELL
 GX0131
 GX0131  HISTORY     - Date     Condition        Report By
 GX0131  HISTORY     - 1961     MONUMENTED       CGS
 GX0131  HISTORY     - 1983     GOOD             NGS
 GX0131
 GX0131                          STATION DESCRIPTION
 GX0131
 GX0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0131'4.4 MI NW FROM LEWISBURG.
 GX0131'ABOUT 4.35 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0131'OFFICE AT LEWISBURG, 0.15 MILE SOUTHWEST OF THE CALVARY METHODIST
 GX0131'CHURCH AND CEMETERY, ON THE SOUTHWEST SLOPE OF A SHORT HILL, SET
 GX0131'VERTICALLY IN THE SOUTHEAST FACE OF A 2 FOOT HIGH ROCK LEDGE THAT
 GX0131'IS AT THE BASE OF A 5 FOOT HIGH CUT, 18 FEET NORTHWEST OF THE
 GX0131'CENTER LINE OF THE HIGHWAY, 25 YARDS SOUTHWEST OF THE NORTHEAST
 GX0131'END OF THE CUT AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GX0131
 GX0131                          STATION RECOVERY (1983)
 GX0131
 GX0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1985 ***********************************************************************
 HX1985  DESIGNATION -  M 218
 HX1985  PID         -  HX1985
 HX1985  STATE/COUNTY-  WV/FAYETTE
 HX1985  USGS QUAD   -  ANSTED (1976)
 HX1985
 HX1985                         *CURRENT SURVEY CONTROL
 HX1985  ___________________________________________________________________
 HX1985* NAD 83(1986)-  38 09 30.     (N)    081 05 24.     (W)     SCALED    
 HX1985* NAVD 88     -       519.796  (meters)    1705.36   (feet)  ADJUSTED  
 HX1985  ___________________________________________________________________
 HX1985  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HX1985  DYNAMIC HT  -         519.417 (meters)    1704.12  (feet)  COMP
 HX1985  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 HX1985
 HX1985  VERT ORDER  -  SECOND    CLASS 0
 HX1985
 HX1985.The horizontal coordinates were scaled from a topographic map and have
 HX1985.an estimated accuracy of +/- 6 seconds.
 HX1985
 HX1985.The orthometric height was determined by differential leveling
 HX1985.and adjusted by the National Geodetic Survey in June 1991..
 HX1985
 HX1985.The geoid height was determined by GEOID03.
 HX1985
 HX1985.The dynamic height is computed by dividing the NAVD 88
 HX1985.geopotential number by the normal gravity value computed on the
 HX1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1985.degrees latitude (g = 980.6199 gals.).
 HX1985
 HX1985.The modeled gravity was interpolated from observed gravity values.
 HX1985
 HX1985;                    North         East    Units  Estimated Accuracy
 HX1985;SPC WV S     -   128,570.      592,110.      MT  (+/- 180 meters Scaled)
 HX1985
 HX1985                          SUPERSEDED SURVEY CONTROL
 HX1985
 HX1985  NGVD 29 (??/??/92)  519.978  (m)         1705.96   (f) ADJ UNCH    2 0
 HX1985
 HX1985.Superseded values are not recommended for survey control.
 HX1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1985.See file dsdata.txt to determine how the superseded data were derived.
 HX1985
 HX1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC921233(NAD 83)
 HX1985_MARKER: DB = BENCH MARK DISK
 HX1985_SETTING: 66 = SET IN ROCK OUTCROP
 HX1985_SP_SET: ROCK OUTCROP
 HX1985_STAMPING: M 218 1961
 HX1985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1985+STABILITY: POSITION/ELEVATION WELL
 HX1985
 HX1985  HISTORY     - Date     Condition        Report By
 HX1985  HISTORY     - 1961     MONUMENTED       CGS
 HX1985
 HX1985                          STATION DESCRIPTION
 HX1985
 HX1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1985'3 MI N FROM ANSTED.
 HX1985'ABOUT 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1985'HIGH SCHOOL AT ANSTED, THENCE 2.65 MILES NORTH ALONG A BLACK TOP
 HX1985'AND GRADED ROAD, 0.6 MILE NORTH OF THE JUNCTION OF A GRADED ROAD
 HX1985'LEADING NORTHEAST, SET VERTICALLY IN THE NORTH FACE OF A LARGE
 HX1985'ROCK OUTCROP THAT IS ABOUT 10-BY-10 FEET, 18 FEET SOUTH OF THE
 HX1985'CENTER LINE OF THE ROAD, 75 YARDS WEST OF THE NORTH END OF A 36-INCH
 HX1985'PIPE CULVERT UNDER THE ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX1985'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1145 ***********************************************************************
 HX1145  DESIGNATION -  M 219
 HX1145  PID         -  HX1145
 HX1145  STATE/COUNTY-  WV/FAYETTE
 HX1145  USGS QUAD   -  WINONA (1976)
 HX1145
 HX1145                         *CURRENT SURVEY CONTROL
 HX1145  ___________________________________________________________________
 HX1145* NAD 83(1986)-  38 05 00.     (N)    080 59 05.     (W)     SCALED    
 HX1145* NAVD 88     -       761.027  (meters)    2496.80   (feet)  ADJUSTED  
 HX1145  ___________________________________________________________________
 HX1145  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 HX1145  DYNAMIC HT  -         760.422 (meters)    2494.82  (feet)  COMP
 HX1145  MODELED GRAV-     979,808.7   (mgal)                       NAVD 88
 HX1145
 HX1145  VERT ORDER  -  SECOND    CLASS 0
 HX1145
 HX1145.The horizontal coordinates were scaled from a topographic map and have
 HX1145.an estimated accuracy of +/- 6 seconds.
 HX1145
 HX1145.The orthometric height was determined by differential leveling
 HX1145.and adjusted by the National Geodetic Survey in June 1991..
 HX1145
 HX1145.The geoid height was determined by GEOID03.
 HX1145
 HX1145.The dynamic height is computed by dividing the NAVD 88
 HX1145.geopotential number by the normal gravity value computed on the
 HX1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1145.degrees latitude (g = 980.6199 gals.).
 HX1145
 HX1145.The modeled gravity was interpolated from observed gravity values.
 HX1145
 HX1145;                    North         East    Units  Estimated Accuracy
 HX1145;SPC WV S     -   120,240.      601,340.      MT  (+/- 180 meters Scaled)
 HX1145
 HX1145                          SUPERSEDED SURVEY CONTROL
 HX1145
 HX1145  NGVD 29 (??/??/92)  761.190  (m)         2497.34   (f) ADJ UNCH    2 0
 HX1145
 HX1145.Superseded values are not recommended for survey control.
 HX1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1145.See file dsdata.txt to determine how the superseded data were derived.
 HX1145
 HX1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC013150(NAD 83)
 HX1145_MARKER: DB = BENCH MARK DISK
 HX1145_SETTING: 66 = SET IN ROCK OUTCROP
 HX1145_SP_SET: ROCK CUT
 HX1145_STAMPING: M 219 1961
 HX1145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1145+STABILITY: POSITION/ELEVATION WELL
 HX1145
 HX1145  HISTORY     - Date     Condition        Report By
 HX1145  HISTORY     - 1961     MONUMENTED       CGS
 HX1145
 HX1145                          STATION DESCRIPTION
 HX1145
 HX1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1145'2.2 MI NW FROM LOOKOUT.
 HX1145'ABOUT 2.2 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL
 HX1145'HIGH SCHOOL AT LOOKOUT, 0.15 MILE NORTH OF THE PARADISE INN WHICH
 HX1145'IS ON THE TOP OF A HILL, SET VERTICALLY IN THE WEST FACE OF A ROCK
 HX1145'CUT, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 90 FEET
 HX1145'SOUTH OF THE NORTH END OF THE CUT, 50 FEET WEST AND DOWNHILL FROM
 HX1145'THE SOUTHWEST CORNER OF A LARGE WHITE HOUSE, AND ABOUT 4 FEET
 HX1145'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0517 ***********************************************************************
 JX0517  DESIGNATION -  M 22
 JX0517  PID         -  JX0517
 JX0517  STATE/COUNTY-  WV/MARSHALL
 JX0517  USGS QUAD   -  CAMERON (1988)
 JX0517
 JX0517                         *CURRENT SURVEY CONTROL
 JX0517  ___________________________________________________________________
 JX0517* NAD 83(1986)-  39 45 25.     (N)    080 33 21.     (W)     SCALED    
 JX0517* NAVD 88     -       272.111  (meters)     892.75   (feet)  ADJUSTED  
 JX0517  ___________________________________________________________________
 JX0517  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0517  DYNAMIC HT  -         271.953 (meters)     892.23  (feet)  COMP
 JX0517  MODELED GRAV-     980,038.3   (mgal)                       NAVD 88
 JX0517
 JX0517  VERT ORDER  -  FIRST     CLASS II
 JX0517
 JX0517.The horizontal coordinates were scaled from a topographic map and have
 JX0517.an estimated accuracy of +/- 6 seconds.
 JX0517
 JX0517.The orthometric height was determined by differential leveling
 JX0517.and adjusted by the National Geodetic Survey in June 1991..
 JX0517
 JX0517.The geoid height was determined by GEOID03.
 JX0517
 JX0517.The dynamic height is computed by dividing the NAVD 88
 JX0517.geopotential number by the normal gravity value computed on the
 JX0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0517.degrees latitude (g = 980.6199 gals.).
 JX0517
 JX0517.The modeled gravity was interpolated from observed gravity values.
 JX0517
 JX0517;                    North         East    Units  Estimated Accuracy
 JX0517;SPC WV N     -   140,080.      509,530.      MT  (+/- 180 meters Scaled)
 JX0517
 JX0517                          SUPERSEDED SURVEY CONTROL
 JX0517
 JX0517  NGVD 29 (??/??/92)  272.250  (m)          893.21   (f) ADJ UNCH    1 2
 JX0517
 JX0517.Superseded values are not recommended for survey control.
 JX0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0517.See file dsdata.txt to determine how the superseded data were derived.
 JX0517
 JX0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE380008(NAD 83)
 JX0517_MARKER: DB = BENCH MARK DISK
 JX0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0517_STAMPING: M 22 1935
 JX0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0517+STABILITY: SURFACE MOTION
 JX0517
 JX0517  HISTORY     - Date     Condition        Report By
 JX0517  HISTORY     - 1935     MONUMENTED       CGS
 JX0517  HISTORY     - 1957     GOOD             NGS
 JX0517
 JX0517                          STATION DESCRIPTION
 JX0517
 JX0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0517'AT BELLTON.
 JX0517'AT BELLTON (DENVER STATION), ALONG THE BALTIMORE AND OHIO
 JX0517'RAILROAD, 23 1/2 FEET NORTH OF NORTH RAIL OF MAIN TRACK, 9 FEET
 JX0517'NORTH OF NORTH RAIL OF A SIDE TRACK, 53 1/2 FEET EAST OF MILEAGE
 JX0517'POLE NO. 244+14, 33 FEET NORTHWEST OF CENTER OF CROSSING OF
 JX0517'MAIN TRACK AND A PRIVATE ROAD, 80 1/2 FEET NORTHWEST AND ACROSS
 JX0517'TRACKS FROM STATION SIGN DENVER, 33 1/2 FEET SOUTH OF SOUTHWEST
 JX0517'CORNER OF PORCH OF A FRAME HOUSE, ABOUT 87 YARDS EAST OF EAST
 JX0517'END OF BRIDGE NO. 136 OVER A CREEK, ABOUT 1/2 FOOT BELOW LEVEL
 JX0517'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 JX0517'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1971 ***********************************************************************
 HX1971  DESIGNATION -  M 220
 HX1971  PID         -  HX1971
 HX1971  STATE/COUNTY-  WV/FAYETTE
 HX1971  USGS QUAD   -  ANSTED (1976)
 HX1971
 HX1971                         *CURRENT SURVEY CONTROL
 HX1971  ___________________________________________________________________
 HX1971* NAD 83(1986)-  38 08 59.     (N)    081 02 15.     (W)     SCALED    
 HX1971* NAVD 88     -       520.111  (meters)    1706.40   (feet)  ADJUSTED  
 HX1971  ___________________________________________________________________
 HX1971  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HX1971  DYNAMIC HT  -         519.720 (meters)    1705.11  (feet)  COMP
 HX1971  MODELED GRAV-     979,859.8   (mgal)                       NAVD 88
 HX1971
 HX1971  VERT ORDER  -  SECOND    CLASS 0
 HX1971
 HX1971.The horizontal coordinates were scaled from a topographic map and have
 HX1971.an estimated accuracy of +/- 6 seconds.
 HX1971
 HX1971.The orthometric height was determined by differential leveling
 HX1971.and adjusted by the National Geodetic Survey in June 1991..
 HX1971
 HX1971.The geoid height was determined by GEOID03.
 HX1971
 HX1971.The dynamic height is computed by dividing the NAVD 88
 HX1971.geopotential number by the normal gravity value computed on the
 HX1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1971.degrees latitude (g = 980.6199 gals.).
 HX1971
 HX1971.The modeled gravity was interpolated from observed gravity values.
 HX1971
 HX1971;                    North         East    Units  Estimated Accuracy
 HX1971;SPC WV S     -   127,610.      596,710.      MT  (+/- 180 meters Scaled)
 HX1971
 HX1971                          SUPERSEDED SURVEY CONTROL
 HX1971
 HX1971  NGVD 29 (??/??/92)  520.286  (m)         1706.97   (f) ADJ UNCH    2 0
 HX1971
 HX1971.Superseded values are not recommended for survey control.
 HX1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1971.See file dsdata.txt to determine how the superseded data were derived.
 HX1971
 HX1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC967224(NAD 83)
 HX1971_MARKER: DB = BENCH MARK DISK
 HX1971_SETTING: 66 = SET IN ROCK OUTCROP
 HX1971_SP_SET: ROCK CUT
 HX1971_STAMPING: M 220 1961
 HX1971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1971+STABILITY: POSITION/ELEVATION WELL
 HX1971
 HX1971  HISTORY     - Date     Condition        Report By
 HX1971  HISTORY     - 1961     MONUMENTED       CGS
 HX1971
 HX1971                          STATION DESCRIPTION
 HX1971
 HX1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1971'4.6 MI NE FROM ANSTED.
 HX1971'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1971'HIGH SCHOOL AT ANSTED, THENCE 3.2 MILES NORTHEAST ALONG A BLACK
 HX1971'TOP ROAD, ABOUT 0.65 MILE SOUTHWEST OF THE JUNCTION OF A GRADED
 HX1971'ROAD LEADING SOUTHEAST, SET VERTICALLY IN THE SOUTHEAST FACE OF
 HX1971'A 5-BY-2-FOOT ROCK PROJECTING OUT OF A ROAD BANK, NEAR THE TOP
 HX1971'OF A SMALL HILL, 18 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 HX1971'90 FEET NORTHEAST OF THE CREST OF THE HILL, 3 FEET NORTHWEST OF
 HX1971'THE SOUTHEAST END OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE
 HX1971'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1169 ***********************************************************************
 HX1169  DESIGNATION -  M 221
 HX1169  PID         -  HX1169
 HX1169  STATE/COUNTY-  WV/NICHOLAS
 HX1169  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1169
 HX1169                         *CURRENT SURVEY CONTROL
 HX1169  ___________________________________________________________________
 HX1169* NAD 83(1986)-  38 08 40.     (N)    080 52 36.     (W)     SCALED    
 HX1169* NAVD 88     -       625.033  (meters)    2050.63   (feet)  ADJUSTED  
 HX1169  ___________________________________________________________________
 HX1169  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 HX1169  DYNAMIC HT  -         624.551 (meters)    2049.05  (feet)  COMP
 HX1169  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 HX1169
 HX1169  VERT ORDER  -  SECOND    CLASS 0
 HX1169
 HX1169.The horizontal coordinates were scaled from a topographic map and have
 HX1169.an estimated accuracy of +/- 6 seconds.
 HX1169
 HX1169.The orthometric height was determined by differential leveling
 HX1169.and adjusted by the National Geodetic Survey in June 1991..
 HX1169
 HX1169.The geoid height was determined by GEOID03.
 HX1169
 HX1169.The dynamic height is computed by dividing the NAVD 88
 HX1169.geopotential number by the normal gravity value computed on the
 HX1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1169.degrees latitude (g = 980.6199 gals.).
 HX1169
 HX1169.The modeled gravity was interpolated from observed gravity values.
 HX1169
 HX1169;                    North         East    Units  Estimated Accuracy
 HX1169;SPC WV S     -   127,030.      610,810.      MT  (+/- 180 meters Scaled)
 HX1169
 HX1169                          SUPERSEDED SURVEY CONTROL
 HX1169
 HX1169  NGVD 29 (??/??/92)  625.199  (m)         2051.17   (f) ADJ UNCH    2 0
 HX1169
 HX1169.Superseded values are not recommended for survey control.
 HX1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1169.See file dsdata.txt to determine how the superseded data were derived.
 HX1169
 HX1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC108218(NAD 83)
 HX1169_MARKER: DB = BENCH MARK DISK
 HX1169_SETTING: 66 = SET IN ROCK OUTCROP
 HX1169_SP_SET: ROCK CUT
 HX1169_STAMPING: M 221 1961
 HX1169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1169+STABILITY: POSITION/ELEVATION WELL
 HX1169
 HX1169  HISTORY     - Date     Condition        Report By
 HX1169  HISTORY     - 1961     MONUMENTED       CGS
 HX1169
 HX1169                          STATION DESCRIPTION
 HX1169
 HX1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1169'3.4 MI N FROM NALLEN.
 HX1169'ABOUT 3.45 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE CENTER OF
 HX1169'THE BRIDGE OVER MEADOW RIVER AT NALLEN, ABOUT 0.9 MILE SOUTH OF
 HX1169'THE JUNCTION OF A BLACK TOP ROAD LEADING WEST TO MT. LOOKOUT,
 HX1169'SET VERTICALLY IN THE WEST FACE OF A ROCK THAT IS 18-BY-6 FEET
 HX1169'AND AT THE BASE OF AN 80 YARDS LONG ROCK CUT, 21 FEET EAST OF THE
 HX1169'CENTER LINE OF THE HIGHWAY, 151 FEET NORTH OF THE CENTER LINE
 HX1169'OF A GRADED ROAD LEADING EAST, 12 FEET SOUTH OF THE NORTH END
 HX1169'OF THE ROCK AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1193 ***********************************************************************
 HX1193  DESIGNATION -  M 222
 HX1193  PID         -  HX1193
 HX1193  STATE/COUNTY-  WV/FAYETTE
 HX1193  USGS QUAD   -  WINONA (1976)
 HX1193
 HX1193                         *CURRENT SURVEY CONTROL
 HX1193  ___________________________________________________________________
 HX1193* NAD 83(1986)-  38 00 42.     (N)    080 55 23.     (W)     SCALED    
 HX1193* NAVD 88     -       707.062  (meters)    2319.75   (feet)  ADJUSTED  
 HX1193  ___________________________________________________________________
 HX1193  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HX1193  DYNAMIC HT  -         706.482 (meters)    2317.85  (feet)  COMP
 HX1193  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 HX1193
 HX1193  VERT ORDER  -  SECOND    CLASS 0
 HX1193
 HX1193.The horizontal coordinates were scaled from a topographic map and have
 HX1193.an estimated accuracy of +/- 6 seconds.
 HX1193
 HX1193.The orthometric height was determined by differential leveling
 HX1193.and adjusted by the National Geodetic Survey in June 1991..
 HX1193
 HX1193.The geoid height was determined by GEOID03.
 HX1193
 HX1193.The dynamic height is computed by dividing the NAVD 88
 HX1193.geopotential number by the normal gravity value computed on the
 HX1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1193.degrees latitude (g = 980.6199 gals.).
 HX1193
 HX1193.The modeled gravity was interpolated from observed gravity values.
 HX1193
 HX1193;                    North         East    Units  Estimated Accuracy
 HX1193;SPC WV S     -   112,290.      606,760.      MT  (+/- 180 meters Scaled)
 HX1193
 HX1193                          SUPERSEDED SURVEY CONTROL
 HX1193
 HX1193  NGVD 29 (??/??/92)  707.211  (m)         2320.24   (f) ADJ UNCH    2 0
 HX1193
 HX1193.Superseded values are not recommended for survey control.
 HX1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1193.See file dsdata.txt to determine how the superseded data were derived.
 HX1193
 HX1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC067071(NAD 83)
 HX1193_MARKER: DB = BENCH MARK DISK
 HX1193_SETTING: 66 = SET IN ROCK OUTCROP
 HX1193_SP_SET: ROCK CUT
 HX1193_STAMPING: M 222 1961
 HX1193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1193+STABILITY: POSITION/ELEVATION WELL
 HX1193
 HX1193  HISTORY     - Date     Condition        Report By
 HX1193  HISTORY     - 1961     MONUMENTED       CGS
 HX1193
 HX1193                          STATION DESCRIPTION
 HX1193
 HX1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1193'3.4 MI N FROM LANDISBURG.
 HX1193'ABOUT 3.35 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 HX1193'AT LANDISBURG, ABOUT 0.85 MILE SOUTHWEST OF THE JUNCTION OF U.S.
 HX1193'HIGHWAY 60, 0.2 MILE SOUTHWEST OF THE JUNCTION OF A BLACK TOP
 HX1193'ROAD LEADING EAST, SET VERTICALLY IN THE SOUTH FACE OF A LARGE
 HX1193'ROCK CUT, 144 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 105
 HX1193'FEET NORTH OF THE CENTER OF THE NORTH CONCRETE HEADWALL FOR A
 HX1193'3 FOOT PIPE CULVERT UNDER THE HIGHWAY FOR A SMALL STREAM, AND
 HX1193'ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1137 ***********************************************************************
 HX1137  DESIGNATION -  M 223
 HX1137  PID         -  HX1137
 HX1137  STATE/COUNTY-  WV/NICHOLAS
 HX1137  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1137
 HX1137                         *CURRENT SURVEY CONTROL
 HX1137  ___________________________________________________________________
 HX1137* NAD 83(1986)-  38 14 09.     (N)    080 54 09.     (W)     SCALED    
 HX1137* NAVD 88     -       491.312  (meters)    1611.91   (feet)  ADJUSTED  
 HX1137  ___________________________________________________________________
 HX1137  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HX1137  DYNAMIC HT  -         490.942 (meters)    1610.70  (feet)  COMP
 HX1137  MODELED GRAV-     979,861.8   (mgal)                       NAVD 88
 HX1137
 HX1137  VERT ORDER  -  SECOND    CLASS 0
 HX1137
 HX1137.The horizontal coordinates were scaled from a topographic map and have
 HX1137.an estimated accuracy of +/- 6 seconds.
 HX1137
 HX1137.The orthometric height was determined by differential leveling
 HX1137.and adjusted by the National Geodetic Survey in June 1991..
 HX1137
 HX1137.The geoid height was determined by GEOID03.
 HX1137
 HX1137.The dynamic height is computed by dividing the NAVD 88
 HX1137.geopotential number by the normal gravity value computed on the
 HX1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1137.degrees latitude (g = 980.6199 gals.).
 HX1137
 HX1137.The modeled gravity was interpolated from observed gravity values.
 HX1137
 HX1137;                    North         East    Units  Estimated Accuracy
 HX1137;SPC WV S     -   137,170.      608,540.      MT  (+/- 180 meters Scaled)
 HX1137
 HX1137                          SUPERSEDED SURVEY CONTROL
 HX1137
 HX1137  NGVD 29 (??/??/92)  491.480  (m)         1612.46   (f) ADJ UNCH    2 0
 HX1137
 HX1137.Superseded values are not recommended for survey control.
 HX1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1137.See file dsdata.txt to determine how the superseded data were derived.
 HX1137
 HX1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC085319(NAD 83)
 HX1137_MARKER: DB = BENCH MARK DISK
 HX1137_SETTING: 66 = SET IN ROCK OUTCROP
 HX1137_SP_SET: ROCK LEDGE
 HX1137_STAMPING: M 223 1961
 HX1137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1137+STABILITY: POSITION/ELEVATION WELL
 HX1137
 HX1137  HISTORY     - Date     Condition        Report By
 HX1137  HISTORY     - 1961     MONUMENTED       CGS
 HX1137
 HX1137                          STATION DESCRIPTION
 HX1137
 HX1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1137'6.7 MI SW FROM SUMMERSVILLE.
 HX1137'ABOUT 3.55 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1137'AT SUMMERSVILLE, THENCE 3.15 MILES WEST ALONG A BLACK TOP ROAD,
 HX1137'0.15 MILE WEST OF THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTH,
 HX1137'NEAR THE WEST END OF A CURVE, SET IN THE TOP OF A 3-BY-3-FOOT
 HX1137'ROCK LEDGE, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.5 FOOT
 HX1137'SOUTHEAST OF THE NORTHWEST END OF THE ROCK AND 3 FEET ABOVE THE
 HX1137'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1070 ***********************************************************************
 HX1070  DESIGNATION -  M 224
 HX1070  PID         -  HX1070
 HX1070  STATE/COUNTY-  WV/NICHOLAS
 HX1070  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1070
 HX1070                         *CURRENT SURVEY CONTROL
 HX1070  ___________________________________________________________________
 HX1070* NAD 83(1986)-  38 18 15.     (N)    080 50 32.     (W)     SCALED    
 HX1070* NAVD 88     -       593.414  (meters)    1946.89   (feet)  ADJUSTED  
 HX1070  ___________________________________________________________________
 HX1070  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 HX1070  DYNAMIC HT  -         592.967 (meters)    1945.43  (feet)  COMP
 HX1070  MODELED GRAV-     979,855.3   (mgal)                       NAVD 88
 HX1070
 HX1070  VERT ORDER  -  SECOND    CLASS 0
 HX1070
 HX1070.The horizontal coordinates were scaled from a topographic map and have
 HX1070.an estimated accuracy of +/- 6 seconds.
 HX1070
 HX1070.The orthometric height was determined by differential leveling
 HX1070.and adjusted by the National Geodetic Survey in June 1991..
 HX1070
 HX1070.The geoid height was determined by GEOID03.
 HX1070
 HX1070.The dynamic height is computed by dividing the NAVD 88
 HX1070.geopotential number by the normal gravity value computed on the
 HX1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1070.degrees latitude (g = 980.6199 gals.).
 HX1070
 HX1070.The modeled gravity was interpolated from observed gravity values.
 HX1070
 HX1070;                    North         East    Units  Estimated Accuracy
 HX1070;SPC WV S     -   144,760.      613,800.      MT  (+/- 180 meters Scaled)
 HX1070
 HX1070                          SUPERSEDED SURVEY CONTROL
 HX1070
 HX1070  NGVD 29 (??/??/92)  593.572  (m)         1947.41   (f) ADJ UNCH    2 0
 HX1070
 HX1070.Superseded values are not recommended for survey control.
 HX1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1070.See file dsdata.txt to determine how the superseded data were derived.
 HX1070
 HX1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC137395(NAD 83)
 HX1070_MARKER: DB = BENCH MARK DISK
 HX1070_SETTING: 66 = SET IN ROCK OUTCROP
 HX1070_SP_SET: ROCK CUT
 HX1070_STAMPING: M 224 1961
 HX1070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1070+STABILITY: POSITION/ELEVATION WELL
 HX1070
 HX1070  HISTORY     - Date     Condition        Report By
 HX1070  HISTORY     - 1961     MONUMENTED       CGS
 HX1070  HISTORY     - 1984     GOOD             LOCSUR
 HX1070
 HX1070                          STATION DESCRIPTION
 HX1070
 HX1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1070'2.2 MI NE FROM SUMMERSVILLE.
 HX1070'ABOUT 2.15 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE
 HX1070'COURTHOUSE AT SUMMERSVILLE, 0.65 MILE SOUTH OF THE JUNCTION OF
 HX1070'STATE HIGHWAY 41 LEADING EASTERLY, SET VERTICALLY IN THE WEST
 HX1070'FACE OF A 6-BY-4-FOOT ROCK, AT A 100 YARD LONG ROCK CUT, NEAR
 HX1070'THE TOP OF A HILL, 22 FEET EAST OF THE CENTER LINE OF THE
 HX1070'HIGHWAY, 150 FEET NORTH OF THE APPROXIMATE CENTER OF THE TOP OF
 HX1070'THE HILL, 21 FEET SOUTH OF A POWER LINE POLE, 90 FEET SOUTH
 HX1070'OF THE NORTH END OF THE CUT AND 3 FEET ABOVE THE LEVEL OF THE
 HX1070'HIGHWAY.
 HX1070
 HX1070                          STATION RECOVERY (1984)
 HX1070
 HX1070'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 HX1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1162 ***********************************************************************
 HX1162  DESIGNATION -  M 225
 HX1162  PID         -  HX1162
 HX1162  STATE/COUNTY-  WV/NICHOLAS
 HX1162  USGS QUAD   -  MOUNT NEBO (1976)
 HX1162
 HX1162                         *CURRENT SURVEY CONTROL
 HX1162  ___________________________________________________________________
 HX1162* NAD 83(1986)-  38 11 59.     (N)    080 51 03.     (W)     SCALED    
 HX1162* NAVD 88     -       629.130  (meters)    2064.07   (feet)  ADJUSTED  
 HX1162  ___________________________________________________________________
 HX1162  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HX1162  DYNAMIC HT  -         628.641 (meters)    2062.47  (feet)  COMP
 HX1162  MODELED GRAV-     979,830.8   (mgal)                       NAVD 88
 HX1162
 HX1162  VERT ORDER  -  SECOND    CLASS 0
 HX1162
 HX1162.The horizontal coordinates were scaled from a topographic map and have
 HX1162.an estimated accuracy of +/- 6 seconds.
 HX1162
 HX1162.The orthometric height was determined by differential leveling
 HX1162.and adjusted by the National Geodetic Survey in June 1991..
 HX1162
 HX1162.The geoid height was determined by GEOID03.
 HX1162
 HX1162.The dynamic height is computed by dividing the NAVD 88
 HX1162.geopotential number by the normal gravity value computed on the
 HX1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1162.degrees latitude (g = 980.6199 gals.).
 HX1162
 HX1162.The modeled gravity was interpolated from observed gravity values.
 HX1162
 HX1162;                    North         East    Units  Estimated Accuracy
 HX1162;SPC WV S     -   133,170.      613,070.      MT  (+/- 180 meters Scaled)
 HX1162
 HX1162                          SUPERSEDED SURVEY CONTROL
 HX1162
 HX1162  NGVD 29 (??/??/92)  629.289  (m)         2064.59   (f) ADJ UNCH    2 0
 HX1162
 HX1162.Superseded values are not recommended for survey control.
 HX1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1162.See file dsdata.txt to determine how the superseded data were derived.
 HX1162
 HX1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC130279(NAD 83)
 HX1162_MARKER: DB = BENCH MARK DISK
 HX1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1162_STAMPING: M 225 1961
 HX1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1162+STABILITY: SURFACE MOTION
 HX1162
 HX1162  HISTORY     - Date     Condition        Report By
 HX1162  HISTORY     - 1961     MONUMENTED       CGS
 HX1162
 HX1162                          STATION DESCRIPTION
 HX1162
 HX1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1162'6.8 MI S FROM SUMMERSVILLE.
 HX1162'ABOUT 6.8 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1162'AT SUMMERSVILLE, AT A BLACK TOP ROAD CROSSING AT MT. NEBO, 0.6 MILE
 HX1162'SOUTH OF THE MT. NEBO GRADE SCHOOL, 29 FEET WEST OF THE CENTER
 HX1162'LINE OF THE HIGHWAY, 55 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX1162'JUNCTION OF THE ROADS, 80 FEET SOUTHWEST AND ACROSS THE HIGHWAY
 HX1162'FROM THE SOUTHWEST CORNER OF THE MT. NEBO POST OFFICE AND GENERAL
 HX1162'STORE, 1.7 FEET NORTH OF THE NORTH EDGE OF A CONCRETE BASE
 HX1162'SUPPORTING A LARGE ESSO SIGN, 2 1/2 FEET SOUTH OF A 4-BY-4 FOOT
 HX1162'WHITE WOODEN POST SUPPORTING A SIGN HOMINY FALLS 10 MILES-, ABOUT
 HX1162'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HX1162'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1256 ***********************************************************************
 HX1256  DESIGNATION -  M 226
 HX1256  PID         -  HX1256
 HX1256  STATE/COUNTY-  WV/NICHOLAS
 HX1256  USGS QUAD   -  NETTIE (1995)
 HX1256
 HX1256                         *CURRENT SURVEY CONTROL
 HX1256  ___________________________________________________________________
 HX1256* NAD 83(1986)-  38 13 11.     (N)    080 37 52.     (W)     SCALED    
 HX1256* NAVD 88     -       859.409  (meters)    2819.58   (feet)  ADJUSTED  
 HX1256  ___________________________________________________________________
 HX1256  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX1256  DYNAMIC HT  -         858.697 (meters)    2817.24  (feet)  COMP
 HX1256  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 HX1256
 HX1256  VERT ORDER  -  SECOND    CLASS 0
 HX1256
 HX1256.The horizontal coordinates were scaled from a topographic map and have
 HX1256.an estimated accuracy of +/- 6 seconds.
 HX1256
 HX1256.The orthometric height was determined by differential leveling
 HX1256.and adjusted by the National Geodetic Survey in June 1991..
 HX1256
 HX1256.The geoid height was determined by GEOID03.
 HX1256
 HX1256.The dynamic height is computed by dividing the NAVD 88
 HX1256.geopotential number by the normal gravity value computed on the
 HX1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1256.degrees latitude (g = 980.6199 gals.).
 HX1256
 HX1256.The modeled gravity was interpolated from observed gravity values.
 HX1256
 HX1256;                    North         East    Units  Estimated Accuracy
 HX1256;SPC WV S     -   135,440.      632,300.      MT  (+/- 180 meters Scaled)
 HX1256
 HX1256                          SUPERSEDED SURVEY CONTROL
 HX1256
 HX1256  NGVD 29 (??/??/92)  859.529  (m)         2819.97   (f) ADJ UNCH    2 0
 HX1256
 HX1256.Superseded values are not recommended for survey control.
 HX1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1256.See file dsdata.txt to determine how the superseded data were derived.
 HX1256
 HX1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC322302(NAD 83)
 HX1256_MARKER: DB = BENCH MARK DISK
 HX1256_SETTING: 66 = SET IN ROCK OUTCROP
 HX1256_SP_SET: ROCK CUT
 HX1256_STAMPING: M 226 1961
 HX1256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1256+STABILITY: POSITION/ELEVATION WELL
 HX1256
 HX1256  HISTORY     - Date     Condition        Report By
 HX1256  HISTORY     - 1961     MONUMENTED       CGS
 HX1256
 HX1256                          STATION DESCRIPTION
 HX1256
 HX1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1256'4.2 MI E FROM NETTIE.
 HX1256'ABOUT 4.2 MILES EAST ALONG STATE HIGHWAY 39 AND 20 FROM THE
 HX1256'JUNCTION OF STATE HIGHWAY 20 LEADING SOUTH AT NETTIE, 0.35 MILE
 HX1256'SOUTHEAST OF THE JUNCTION OF A BLACK TOP ROAD LEADING NORTH,
 HX1256'SET VERTICALLY IN THE EAST FACE OF A LARGE ROCK CUT THAT IS
 HX1256'ABOUT 0.15 MILE LONG AND 30 FEET HIGH, 72 YARDS SOUTH OF THE
 HX1256'JUNCTION OF A NARROW DRIVE LEADING NORTHWEST TO A WOODEN FRAME
 HX1256'HOUSE, 17 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 139
 HX1256'FEET SOUTH OF THE NORTH END OF THE ROCK CUT AND 1 FOOT ABOVE
 HX1256'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1263 ***********************************************************************
 HX1263  DESIGNATION -  M 227
 HX1263  PID         -  HX1263
 HX1263  STATE/COUNTY-  WV/NICHOLAS
 HX1263  USGS QUAD   -  RICHWOOD (1995)
 HX1263
 HX1263                         *CURRENT SURVEY CONTROL
 HX1263  ___________________________________________________________________
 HX1263* NAD 83(1986)-  38 12 53.     (N)    080 35 56.     (W)     SCALED    
 HX1263* NAVD 88     -       812.270  (meters)    2664.92   (feet)  ADJUSTED  
 HX1263  ___________________________________________________________________
 HX1263  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX1263  DYNAMIC HT  -         811.616 (meters)    2662.78  (feet)  COMP
 HX1263  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 HX1263
 HX1263  VERT ORDER  -  SECOND    CLASS 0
 HX1263
 HX1263.The horizontal coordinates were scaled from a topographic map and have
 HX1263.an estimated accuracy of +/- 6 seconds.
 HX1263
 HX1263.The orthometric height was determined by differential leveling
 HX1263.and adjusted by the National Geodetic Survey in June 1991..
 HX1263
 HX1263.The geoid height was determined by GEOID03.
 HX1263
 HX1263.The dynamic height is computed by dividing the NAVD 88
 HX1263.geopotential number by the normal gravity value computed on the
 HX1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1263.degrees latitude (g = 980.6199 gals.).
 HX1263
 HX1263.The modeled gravity was interpolated from observed gravity values.
 HX1263
 HX1263;                    North         East    Units  Estimated Accuracy
 HX1263;SPC WV S     -   134,900.      635,130.      MT  (+/- 180 meters Scaled)
 HX1263
 HX1263                          SUPERSEDED SURVEY CONTROL
 HX1263
 HX1263  NGVD 29 (??/??/92)  812.408  (m)         2665.38   (f) ADJ UNCH    2 0
 HX1263
 HX1263.Superseded values are not recommended for survey control.
 HX1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1263.See file dsdata.txt to determine how the superseded data were derived.
 HX1263
 HX1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC351297(NAD 83)
 HX1263_MARKER: DB = BENCH MARK DISK
 HX1263_SETTING: 66 = SET IN ROCK OUTCROP
 HX1263_SP_SET: ROCK CUT
 HX1263_STAMPING: M 227 1961
 HX1263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1263+STABILITY: POSITION/ELEVATION WELL
 HX1263
 HX1263  HISTORY     - Date     Condition        Report By
 HX1263  HISTORY     - 1961     MONUMENTED       CGS
 HX1263
 HX1263                          STATION DESCRIPTION
 HX1263
 HX1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1263'1.8 MI SW FROM FENWICK.
 HX1263'ABOUT 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 20 AND 39 FROM
 HX1263'THE HIGHWAY BRIDGE OVER CHERRY RIVER AT FENWICK, ON THE NORTHEAST
 HX1263'SLOPE OF A MOUNTAIN, AT THE OUTSIDE AND NEAR THE WEST END OF A
 HX1263'CURVE, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, 18 FEET
 HX1263'NORTH OF THE CENTER LINE OF THE HIGHWAY, 9 FEET WEST OF THE NORTH
 HX1263'END OF A 24 INCH PIPE CULVERT UNDER THE HIGHWAY, 4 FEET ABOVE THE
 HX1263'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1376 ***********************************************************************
 HX1376  DESIGNATION -  M 228
 HX1376  PID         -  HX1376
 HX1376  STATE/COUNTY-  WV/GREENBRIER
 HX1376  USGS QUAD   -  DUO (1995)
 HX1376
 HX1376                         *CURRENT SURVEY CONTROL
 HX1376  ___________________________________________________________________
 HX1376* NAD 83(1986)-  38 05 17.     (N)    080 32 12.     (W)     SCALED    
 HX1376* NAVD 88     -      1153.577  (meters)    3784.69   (feet)  ADJUSTED  
 HX1376  ___________________________________________________________________
 HX1376  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HX1376  DYNAMIC HT  -        1152.584 (meters)    3781.44  (feet)  COMP
 HX1376  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 HX1376
 HX1376  VERT ORDER  -  SECOND    CLASS 0
 HX1376
 HX1376.The horizontal coordinates were scaled from a topographic map and have
 HX1376.an estimated accuracy of +/- 6 seconds.
 HX1376
 HX1376.The orthometric height was determined by differential leveling
 HX1376.and adjusted by the National Geodetic Survey in June 1991..
 HX1376
 HX1376.The geoid height was determined by GEOID03.
 HX1376
 HX1376.The dynamic height is computed by dividing the NAVD 88
 HX1376.geopotential number by the normal gravity value computed on the
 HX1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1376.degrees latitude (g = 980.6199 gals.).
 HX1376
 HX1376.The modeled gravity was interpolated from observed gravity values.
 HX1376
 HX1376;                    North         East    Units  Estimated Accuracy
 HX1376;SPC WV S     -   120,860.      640,640.      MT  (+/- 180 meters Scaled)
 HX1376
 HX1376                          SUPERSEDED SURVEY CONTROL
 HX1376
 HX1376  NGVD 29 (??/??/92) 1153.696  (m)         3785.08   (f) ADJ UNCH    2 0
 HX1376
 HX1376.Superseded values are not recommended for survey control.
 HX1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1376.See file dsdata.txt to determine how the superseded data were derived.
 HX1376
 HX1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC406156(NAD 83)
 HX1376_MARKER: DB = BENCH MARK DISK
 HX1376_SETTING: 66 = SET IN ROCK OUTCROP
 HX1376_SP_SET: ROCK CUT
 HX1376_STAMPING: M 228 1961
 HX1376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1376+STABILITY: POSITION/ELEVATION WELL
 HX1376
 HX1376  HISTORY     - Date     Condition        Report By
 HX1376  HISTORY     - 1961     MONUMENTED       CGS
 HX1376
 HX1376                          STATION DESCRIPTION
 HX1376
 HX1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1376'2.8 MI SE FROM CLEARCO.
 HX1376'ABOUT 0.35 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX1376'AT CLEARCO, THENCE 2.5 MILES SOUTHEAST ALONG A GRADED ROAD, 0.1
 HX1376'MILE NORTH OF A Y JUNCTION, (A SIDE ROAD LEADING TO A STRIP MINE),
 HX1376'ON A SHORT STEEP HILL, SET ON THE TOP OF THE SOUTHEAST EDGE OF A
 HX1376'ROCK THAT IS 4 FEET LONG AND 2 FEET HIGH THAT IS PART OF A CUT,
 HX1376'20 FEET WEST OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTH OF
 HX1376'A FOOT TRAIL THAT LEADS WEST UP A MOUNTAIN, 1 1/2 FEET SOUTHWEST
 HX1376'OF THE EAST CORNER OF THE ROCK AND 5 FEET ABOVE THE LEVEL OF THE
 HX1376'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0944 ***********************************************************************
 GX0944  DESIGNATION -  M 229
 GX0944  PID         -  GX0944
 GX0944  STATE/COUNTY-  WV/FAYETTE
 GX0944  USGS QUAD   -  RAINELLE (1976)
 GX0944
 GX0944                         *CURRENT SURVEY CONTROL
 GX0944  ___________________________________________________________________
 GX0944* NAD 83(1986)-  37 58 56.     (N)    080 50 23.     (W)     SCALED    
 GX0944* NAVD 88     -       902.507  (meters)    2960.97   (feet)  ADJUSTED  
 GX0944  ___________________________________________________________________
 GX0944  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX0944  DYNAMIC HT  -         901.756 (meters)    2958.51  (feet)  COMP
 GX0944  MODELED GRAV-     979,765.9   (mgal)                       NAVD 88
 GX0944
 GX0944  VERT ORDER  -  SECOND    CLASS 0
 GX0944
 GX0944.The horizontal coordinates were scaled from a topographic map and have
 GX0944.an estimated accuracy of +/- 6 seconds.
 GX0944
 GX0944.The orthometric height was determined by differential leveling
 GX0944.and adjusted by the National Geodetic Survey in June 1991..
 GX0944
 GX0944.The geoid height was determined by GEOID03.
 GX0944
 GX0944.The dynamic height is computed by dividing the NAVD 88
 GX0944.geopotential number by the normal gravity value computed on the
 GX0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0944.degrees latitude (g = 980.6199 gals.).
 GX0944
 GX0944.The modeled gravity was interpolated from observed gravity values.
 GX0944
 GX0944;                    North         East    Units  Estimated Accuracy
 GX0944;SPC WV S     -   109,030.      614,080.      MT  (+/- 180 meters Scaled)
 GX0944
 GX0944                          SUPERSEDED SURVEY CONTROL
 GX0944
 GX0944  NGVD 29 (??/??/92)  902.653  (m)         2961.45   (f) ADJ UNCH    2 0
 GX0944
 GX0944.Superseded values are not recommended for survey control.
 GX0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0944.See file dsdata.txt to determine how the superseded data were derived.
 GX0944
 GX0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC140038(NAD 83)
 GX0944_MARKER: DB = BENCH MARK DISK
 GX0944_SETTING: 66 = SET IN ROCK OUTCROP
 GX0944_SP_SET: ROCK CUT
 GX0944_STAMPING: M 229 1961
 GX0944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0944+STABILITY: POSITION/ELEVATION WELL
 GX0944
 GX0944  HISTORY     - Date     Condition        Report By
 GX0944  HISTORY     - 1961     MONUMENTED       CGS
 GX0944
 GX0944                          STATION DESCRIPTION
 GX0944
 GX0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0944'4.9 MI W FROM RAINELLE.
 GX0944'ABOUT 4.9 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GX0944'STATE HIGHWAY 20 AT RAINELLE, 0.1 MILE NORTHWEST OF THE JUNCTION
 GX0944'OF GLADE CREEK ROAD, AT THE INSIDE OF A CURVE, SET VERTICALLY
 GX0944'IN THE WEST FACE OF A ROCK CUT THAT IS ABOUT 50 YARDS LONG AND
 GX0944'20 FEET HIGH, 22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 20
 GX0944'YARDS NORTHWEST OF THE SOUTHEAST END OF THE ROCK AND 3 FEET ABOVE
 GX0944'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0648 ***********************************************************************
 GX0648  DESIGNATION -  M 230
 GX0648  PID         -  GX0648
 GX0648  STATE/COUNTY-  WV/GREENBRIER
 GX0648  USGS QUAD   -  CORNSTALK (1981)
 GX0648
 GX0648                         *CURRENT SURVEY CONTROL
 GX0648  ___________________________________________________________________
 GX0648* NAD 83(1986)-  37 54 53.     (N)    080 31 59.     (W)     SCALED    
 GX0648* NAVD 88     -       653.438  (meters)    2143.82   (feet)  ADJUSTED  
 GX0648  ___________________________________________________________________
 GX0648  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX0648  DYNAMIC HT  -         652.894 (meters)    2142.04  (feet)  COMP
 GX0648  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 GX0648
 GX0648  VERT ORDER  -  SECOND    CLASS 0
 GX0648
 GX0648.The horizontal coordinates were scaled from a topographic map and have
 GX0648.an estimated accuracy of +/- 6 seconds.
 GX0648
 GX0648.The orthometric height was determined by differential leveling
 GX0648.and adjusted by the National Geodetic Survey in June 1991..
 GX0648
 GX0648.The geoid height was determined by GEOID03.
 GX0648
 GX0648.The dynamic height is computed by dividing the NAVD 88
 GX0648.geopotential number by the normal gravity value computed on the
 GX0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0648.degrees latitude (g = 980.6199 gals.).
 GX0648
 GX0648.The modeled gravity was interpolated from observed gravity values.
 GX0648
 GX0648;                    North         East    Units  Estimated Accuracy
 GX0648;SPC WV S     -   101,630.      641,060.      MT  (+/- 180 meters Scaled)
 GX0648
 GX0648                          SUPERSEDED SURVEY CONTROL
 GX0648
 GX0648  NGVD 29 (??/??/92)  653.585  (m)         2144.30   (f) ADJ UNCH    2 0
 GX0648
 GX0648.Superseded values are not recommended for survey control.
 GX0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0648.See file dsdata.txt to determine how the superseded data were derived.
 GX0648
 GX0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB410964(NAD 83)
 GX0648_MARKER: DB = BENCH MARK DISK
 GX0648_SETTING: 66 = SET IN ROCK OUTCROP
 GX0648_SP_SET: ROCK OUTCROP
 GX0648_STAMPING: M 230 1961
 GX0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0648+STABILITY: POSITION/ELEVATION WELL
 GX0648
 GX0648  HISTORY     - Date     Condition        Report By
 GX0648  HISTORY     - 1961     MONUMENTED       CGS
 GX0648
 GX0648                          STATION DESCRIPTION
 GX0648
 GX0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0648'2.6 MI S FROM CORNSTALK.
 GX0648'ABOUT 2.6 MILES SOUTH ALONG COUNTY ROAD NO. 9 FROM THE POST
 GX0648'OFFICE AND GENERAL STORE AT CORNSTALK, ABOUT 0.9 MILE NORTHEAST
 GX0648'OF THE SINKING CREEK BAPTIST CHURCH, AT THE INSIDE OF A CURVE,
 GX0648'SET ON THE TOP OF A ROCK OUTCROP THAT IS ABOUT 14 FEET LONG
 GX0648'AND 2 FEET HIGH THAT IS PART OF A 3 FOOT HIGH BANK, 15 FEET
 GX0648'NORTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTHWEST OF
 GX0648'THE NORTHEAST END OF THE ROCK AND 1 FOOT ABOVE THE LEVEL OF THE
 GX0648'ROAD.  NOTE-- MARK MAY BE REACHED BY GOING 1.6 MILES EAST ALONG
 GX0648'U.S. HIGHWAY 50 FROM THE METHODIST CHURCH AT CLINTONVILLE,
 GX0648'THENCE 3.95 MILES NORTHEAST ALONG COUNTY ROAD NO. 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0167 ***********************************************************************
 GX0167  DESIGNATION -  M 231
 GX0167  PID         -  GX0167
 GX0167  STATE/COUNTY-  WV/GREENBRIER
 GX0167  USGS QUAD   -  ANTHONY (1995)
 GX0167
 GX0167                         *CURRENT SURVEY CONTROL
 GX0167  ___________________________________________________________________
 GX0167* NAD 83(1986)-  37 54 35.     (N)    080 21 03.     (W)     SCALED    
 GX0167* NAVD 88     -       683.149  (meters)    2241.30   (feet)  ADJUSTED  
 GX0167  ___________________________________________________________________
 GX0167  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX0167  DYNAMIC HT  -         682.581 (meters)    2239.43  (feet)  COMP
 GX0167  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 GX0167
 GX0167  VERT ORDER  -  SECOND    CLASS 0
 GX0167
 GX0167.The horizontal coordinates were scaled from a topographic map and have
 GX0167.an estimated accuracy of +/- 6 seconds.
 GX0167
 GX0167.The orthometric height was determined by differential leveling
 GX0167.and adjusted by the National Geodetic Survey in June 1991..
 GX0167
 GX0167.The geoid height was determined by GEOID03.
 GX0167
 GX0167.The dynamic height is computed by dividing the NAVD 88
 GX0167.geopotential number by the normal gravity value computed on the
 GX0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0167.degrees latitude (g = 980.6199 gals.).
 GX0167
 GX0167.The modeled gravity was interpolated from observed gravity values.
 GX0167
 GX0167;                    North         East    Units  Estimated Accuracy
 GX0167;SPC WV S     -   101,170.      657,080.      MT  (+/- 180 meters Scaled)
 GX0167
 GX0167                          SUPERSEDED SURVEY CONTROL
 GX0167
 GX0167  NGVD 29 (??/??/92)  683.300  (m)         2241.79   (f) ADJ UNCH    2 0
 GX0167
 GX0167.Superseded values are not recommended for survey control.
 GX0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0167.See file dsdata.txt to determine how the superseded data were derived.
 GX0167
 GX0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB570959(NAD 83)
 GX0167_MARKER: DB = BENCH MARK DISK
 GX0167_SETTING: 66 = SET IN ROCK OUTCROP
 GX0167_SP_SET: ROCK
 GX0167_STAMPING: M 231 1961
 GX0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0167+STABILITY: POSITION/ELEVATION WELL
 GX0167
 GX0167  HISTORY     - Date     Condition        Report By
 GX0167  HISTORY     - 1961     MONUMENTED       CGS
 GX0167
 GX0167                          STATION DESCRIPTION
 GX0167
 GX0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0167'2 MI NW FROM ANTHONY.
 GX0167'ABOUT 1.95 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE
 GX0167'CHESAPEAKE AND OHIO RAILWAY STATION AT ANTHONY, ON THE EAST
 GX0167'SLOPE OF A HILL, SET VERTICALLY IN THE NORTH FACE OF A ROCK THAT
 GX0167'IS 12 FEET LONG AND 3 FEET HIGH AND IS AT THE BASE OF AN 8 FOOT
 GX0167'HIGH CUT, 15 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5 FEET
 GX0167'WEST OF THE EAST END OF THE ROCK, 1 1/2 FOOT ABOVE THE LEVEL
 GX0167'OF THE ROAD.  NOTE-- MARK MAY BE REACHED FROM FRANKFORD BY GOING
 GX0167'0.3 MILE SOUTH ALONG U.S. HIGHWAY 219 FROM THE FRANKFORD
 GX0167'PRESBYTERIAN CHURCH, THENCE 2.4 MILES EAST ALONG A BLACK TOP
 GX0167'ROAD TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0163 ***********************************************************************
 GX0163  DESIGNATION -  M 232
 GX0163  PID         -  GX0163
 GX0163  STATE/COUNTY-  WV/GREENBRIER
 GX0163  USGS QUAD   -  ANTHONY (1995)
 GX0163
 GX0163                         *CURRENT SURVEY CONTROL
 GX0163  ___________________________________________________________________
 GX0163* NAD 83(1986)-  37 59 47.     (N)    080 22 07.     (W)     SCALED    
 GX0163* NAVD 88     -       638.476  (meters)    2094.73   (feet)  ADJUSTED  
 GX0163  ___________________________________________________________________
 GX0163  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX0163  DYNAMIC HT  -         637.956 (meters)    2093.03  (feet)  COMP
 GX0163  MODELED GRAV-     979,794.8   (mgal)                       NAVD 88
 GX0163
 GX0163  VERT ORDER  -  SECOND    CLASS 0
 GX0163
 GX0163.The horizontal coordinates were scaled from a topographic map and have
 GX0163.an estimated accuracy of +/- 6 seconds.
 GX0163
 GX0163.The orthometric height was determined by differential leveling
 GX0163.and adjusted by the National Geodetic Survey in June 1991..
 GX0163
 GX0163.The geoid height was determined by GEOID03.
 GX0163
 GX0163.The dynamic height is computed by dividing the NAVD 88
 GX0163.geopotential number by the normal gravity value computed on the
 GX0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0163.degrees latitude (g = 980.6199 gals.).
 GX0163
 GX0163.The modeled gravity was interpolated from observed gravity values.
 GX0163
 GX0163;                    North         East    Units  Estimated Accuracy
 GX0163;SPC WV S     -   110,780.      655,460.      MT  (+/- 180 meters Scaled)
 GX0163
 GX0163                          SUPERSEDED SURVEY CONTROL
 GX0163
 GX0163  NGVD 29 (??/??/92)  638.619  (m)         2095.20   (f) ADJ UNCH    2 0
 GX0163
 GX0163.Superseded values are not recommended for survey control.
 GX0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0163.See file dsdata.txt to determine how the superseded data were derived.
 GX0163
 GX0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC554056(NAD 83)
 GX0163_MARKER: DB = BENCH MARK DISK
 GX0163_SETTING: 66 = SET IN ROCK OUTCROP
 GX0163_SP_SET: ROCK
 GX0163_STAMPING: M 232 1961
 GX0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0163+STABILITY: POSITION/ELEVATION WELL
 GX0163
 GX0163  HISTORY     - Date     Condition        Report By
 GX0163  HISTORY     - 1961     MONUMENTED       CGS
 GX0163  HISTORY     - 1983     GOOD             NGS
 GX0163  HISTORY     - 1983     GOOD             NGS
 GX0163
 GX0163                          STATION DESCRIPTION
 GX0163
 GX0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0163'1 MI NW FROM RENICK.
 GX0163'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 219 FROM THE RENICK
 GX0163'SCHOOL AT RENICK, THENCE 0.5 MILE NORTHWEST ALONG COUNTY ROAD
 GX0163'NO. 2 AT THE INSIDE AND NEAR THE NORTH END OF A CURVE, SET
 GX0163'VERTICALLY IN THE WEST FACE OF A ROCK THAT IS 12 FEET LONG
 GX0163'AND 3 FEET HIGH, 21 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GX0163'8 FEET NORTH OF THE SOUTH END OF THE ROCK AND 2 1/2 FEET ABOVE
 GX0163'THE LEVEL OF THE ROAD.
 GX0163
 GX0163                          STATION RECOVERY (1983)
 GX0163
 GX0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0163'RECOVERED IN GOOD CONDITION.
 GX0163
 GX0163                          STATION RECOVERY (1983)
 GX0163
 GX0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0960 ***********************************************************************
 HX0960  DESIGNATION -  M 233
 HX0960  PID         -  HX0960
 HX0960  STATE/COUNTY-  WV/GREENBRIER
 HX0960  USGS QUAD   -  TROUT (1995)
 HX0960
 HX0960                         *CURRENT SURVEY CONTROL
 HX0960  ___________________________________________________________________
 HX0960* NAD 83(1986)-  38 01 57.     (N)    080 27 46.     (W)     SCALED    
 HX0960* NAVD 88     -       768.916  (meters)    2522.69   (feet)  ADJUSTED  
 HX0960  ___________________________________________________________________
 HX0960  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HX0960  DYNAMIC HT  -         768.274 (meters)    2520.58  (feet)  COMP
 HX0960  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 HX0960
 HX0960  VERT ORDER  -  SECOND    CLASS 0
 HX0960
 HX0960.The horizontal coordinates were scaled from a topographic map and have
 HX0960.an estimated accuracy of +/- 6 seconds.
 HX0960
 HX0960.The orthometric height was determined by differential leveling
 HX0960.and adjusted by the National Geodetic Survey in June 1991..
 HX0960
 HX0960.The geoid height was determined by GEOID03.
 HX0960
 HX0960.The dynamic height is computed by dividing the NAVD 88
 HX0960.geopotential number by the normal gravity value computed on the
 HX0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0960.degrees latitude (g = 980.6199 gals.).
 HX0960
 HX0960.The modeled gravity was interpolated from observed gravity values.
 HX0960
 HX0960;                    North         East    Units  Estimated Accuracy
 HX0960;SPC WV S     -   114,730.      647,160.      MT  (+/- 180 meters Scaled)
 HX0960
 HX0960                          SUPERSEDED SURVEY CONTROL
 HX0960
 HX0960  NGVD 29 (??/??/92)  769.044  (m)         2523.11   (f) ADJ UNCH    2 0
 HX0960
 HX0960.Superseded values are not recommended for survey control.
 HX0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0960.See file dsdata.txt to determine how the superseded data were derived.
 HX0960
 HX0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC471095(NAD 83)
 HX0960_MARKER: DB = BENCH MARK DISK
 HX0960_SETTING: 66 = SET IN ROCK OUTCROP
 HX0960_SP_SET: ROCK LEDGE
 HX0960_STAMPING: M 233 1961
 HX0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0960+STABILITY: POSITION/ELEVATION WELL
 HX0960
 HX0960  HISTORY     - Date     Condition        Report By
 HX0960  HISTORY     - 1961     MONUMENTED       CGS
 HX0960
 HX0960                          STATION DESCRIPTION
 HX0960
 HX0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0960'1.4 MI N FROM TROUT.
 HX0960'1.35 MILES NORTH ALONG A BLACK TOP AND GRADED ROAD FROM THE
 HX0960'FIRST BAPTIST CHURCH AT TROUT, 0.65 MILE NORTH OF A 25 FOOT
 HX0960'WOODEN BRIDGE OVER LITTLE ROARING CREEK, 0.2 MILE NORTH OF
 HX0960'THE JUNCTION OF A NARROW ROAD LEADING NORTHEAST ACROSS LITTLE
 HX0960'ROARING CREEK, ON THE INSIDE OF A CURVE, SET VERTICALLY IN THE
 HX0960'NORTHEAST FACE OF A ROCK LEDGE THAT IS 20 FEET LONG AND 3 FEET
 HX0960'HIGH AND IS AT THE BASE OF A 6 FOOT HIGH SHALEY CUT, 21 FEET
 HX0960'SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND 2 FEET ABOVE THE
 HX0960'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1061 ***********************************************************************
 HX1061  DESIGNATION -  M 234
 HX1061  PID         -  HX1061
 HX1061  STATE/COUNTY-  WV/NICHOLAS
 HX1061  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1061
 HX1061                         *CURRENT SURVEY CONTROL
 HX1061  ___________________________________________________________________
 HX1061* NAD 83(1986)-  38 22 07.     (N)    080 49 27.     (W)     SCALED    
 HX1061* NAVD 88     -       567.379  (meters)    1861.48   (feet)  ADJUSTED  
 HX1061  ___________________________________________________________________
 HX1061  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 HX1061  DYNAMIC HT  -         566.953 (meters)    1860.08  (feet)  COMP
 HX1061  MODELED GRAV-     979,859.9   (mgal)                       NAVD 88
 HX1061
 HX1061  VERT ORDER  -  SECOND    CLASS 0
 HX1061
 HX1061.The horizontal coordinates were scaled from a topographic map and have
 HX1061.an estimated accuracy of +/- 6 seconds.
 HX1061
 HX1061.The orthometric height was determined by differential leveling
 HX1061.and adjusted by the National Geodetic Survey in June 1991..
 HX1061
 HX1061.The geoid height was determined by GEOID03.
 HX1061
 HX1061.The dynamic height is computed by dividing the NAVD 88
 HX1061.geopotential number by the normal gravity value computed on the
 HX1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1061.degrees latitude (g = 980.6199 gals.).
 HX1061
 HX1061.The modeled gravity was interpolated from observed gravity values.
 HX1061
 HX1061;                    North         East    Units  Estimated Accuracy
 HX1061;SPC WV S     -   151,920.      615,370.      MT  (+/- 180 meters Scaled)
 HX1061
 HX1061                          SUPERSEDED SURVEY CONTROL
 HX1061
 HX1061  NGVD 29 (??/??/92)  567.534  (m)         1861.98   (f) ADJ UNCH    2 0
 HX1061
 HX1061.Superseded values are not recommended for survey control.
 HX1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1061.See file dsdata.txt to determine how the superseded data were derived.
 HX1061
 HX1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC153467(NAD 83)
 HX1061_MARKER: DB = BENCH MARK DISK
 HX1061_SETTING: 66 = SET IN ROCK OUTCROP
 HX1061_SP_SET: ROCK CUT
 HX1061_STAMPING: M 234 1961
 HX1061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1061+STABILITY: POSITION/ELEVATION WELL
 HX1061
 HX1061  HISTORY     - Date     Condition        Report By
 HX1061  HISTORY     - 1961     MONUMENTED       CGS
 HX1061
 HX1061                          STATION DESCRIPTION
 HX1061
 HX1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1061'0.2 MI SW FROM MUDDLETY.
 HX1061'ABOUT 0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE JUNCTION
 HX1061'OF STATE HIGHWAY 43 AT MUDDLETY, NEAR THE JUNCTION OF A DRIVE
 HX1061'TO A STATE HIGHWAY DEPARTMENT GRAVEL STORAGE LOT, NEAR THE
 HX1061'SOUTHWEST END OF A CUT, SET ON THE TOP OF A ROCK THAT REACHES
 HX1061'FROM THE EDGE OF THE DRIVE TO A HIGH BANK, 39 FEET NORTHWEST OF
 HX1061'THE CENTER LINE OF THE HIGHWAY, 11 FEET NORTH OF THE CENTER
 HX1061'LINE OF THE DRIVE, 3 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 HX1061'ROCK AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1835 ***********************************************************************
 HX1835  DESIGNATION -  M 235
 HX1835  PID         -  HX1835
 HX1835  STATE/COUNTY-  WV/NICHOLAS
 HX1835  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1835
 HX1835                         *CURRENT SURVEY CONTROL
 HX1835  ___________________________________________________________________
 HX1835* NAD 83(1986)-  38 14 14.     (N)    081 08 15.     (W)     SCALED    
 HX1835* NAVD 88     -       224.156  (meters)     735.42   (feet)  ADJUSTED  
 HX1835  ___________________________________________________________________
 HX1835  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HX1835  DYNAMIC HT  -         223.995 (meters)     734.89  (feet)  COMP
 HX1835  MODELED GRAV-     979,907.8   (mgal)                       NAVD 88
 HX1835
 HX1835  VERT ORDER  -  SECOND    CLASS 0
 HX1835
 HX1835.The horizontal coordinates were scaled from a topographic map and have
 HX1835.an estimated accuracy of +/- 6 seconds.
 HX1835
 HX1835.The orthometric height was determined by differential leveling
 HX1835.and adjusted by the National Geodetic Survey in June 1991..
 HX1835
 HX1835.The geoid height was determined by GEOID03.
 HX1835
 HX1835.The dynamic height is computed by dividing the NAVD 88
 HX1835.geopotential number by the normal gravity value computed on the
 HX1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1835.degrees latitude (g = 980.6199 gals.).
 HX1835
 HX1835.The modeled gravity was interpolated from observed gravity values.
 HX1835
 HX1835;                    North         East    Units  Estimated Accuracy
 HX1835;SPC WV S     -   137,330.      587,960.      MT  (+/- 180 meters Scaled)
 HX1835
 HX1835                          SUPERSEDED SURVEY CONTROL
 HX1835
 HX1835  NGVD 29 (??/??/92)  224.340  (m)          736.02   (f) ADJ UNCH    2 0
 HX1835
 HX1835.Superseded values are not recommended for survey control.
 HX1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1835.See file dsdata.txt to determine how the superseded data were derived.
 HX1835
 HX1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC879321(NAD 83)
 HX1835_MARKER: DB = BENCH MARK DISK
 HX1835_SETTING: 66 = SET IN ROCK OUTCROP
 HX1835_SP_SET: ROCK IN CUT
 HX1835_STAMPING: M 235 1961
 HX1835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1835+STABILITY: POSITION/ELEVATION WELL
 HX1835
 HX1835  HISTORY     - Date     Condition        Report By
 HX1835  HISTORY     - 1961     MONUMENTED       CGS
 HX1835
 HX1835                          STATION DESCRIPTION
 HX1835
 HX1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1835'0.9 MI SW FROM SWISS.
 HX1835'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE MISSIONARY
 HX1835'BAPTIST CHURCH AT SWISS, 42 YARDS WEST OF THE JUNCTION OF A
 HX1835'NARROW GRADED ROAD LEADING NORTHEAST, ON THE WEST SIDE OF A
 HX1835'DEEP RAVINE, AT THE EAST END OF A SHORT CUT, SET VERTICALLY IN
 HX1835'THE SOUTH FACE OF A ROCK THAT IS 4 FEET WIDE AND 2 FEET HIGH AND
 HX1835'PROJECTS OUT OF THE CUT, 18 FEET NORTH OF THE CENTER LINE OF THE
 HX1835'HIGHWAY, 18 FEET WEST OF THE FOOT PATH AT THE EAST END OF THE CUT
 HX1835'AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1417 ***********************************************************************
 HX1417  DESIGNATION -  M 236
 HX1417  PID         -  HX1417
 HX1417  STATE/COUNTY-  WV/GREENBRIER
 HX1417  USGS QUAD   -  QUINWOOD (1995)
 HX1417
 HX1417                         *CURRENT SURVEY CONTROL
 HX1417  ___________________________________________________________________
 HX1417* NAD 83(1986)-  38 03 36.     (N)    080 43 46.     (W)     SCALED    
 HX1417* NAVD 88     -      1037.180  (meters)    3402.81   (feet)  ADJUSTED  
 HX1417  ___________________________________________________________________
 HX1417  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HX1417  DYNAMIC HT  -        1036.321 (meters)    3400.00  (feet)  COMP
 HX1417  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 HX1417
 HX1417  VERT ORDER  -  SECOND    CLASS 0
 HX1417
 HX1417.The horizontal coordinates were scaled from a topographic map and have
 HX1417.an estimated accuracy of +/- 6 seconds.
 HX1417
 HX1417.The orthometric height was determined by differential leveling
 HX1417.and adjusted by the National Geodetic Survey in June 1991..
 HX1417
 HX1417.The geoid height was determined by GEOID03.
 HX1417
 HX1417.The dynamic height is computed by dividing the NAVD 88
 HX1417.geopotential number by the normal gravity value computed on the
 HX1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1417.degrees latitude (g = 980.6199 gals.).
 HX1417
 HX1417.The modeled gravity was interpolated from observed gravity values.
 HX1417
 HX1417;                    North         East    Units  Estimated Accuracy
 HX1417;SPC WV S     -   117,680.      623,740.      MT  (+/- 180 meters Scaled)
 HX1417
 HX1417                          SUPERSEDED SURVEY CONTROL
 HX1417
 HX1417  NGVD 29 (??/??/92) 1037.326  (m)         3403.29   (f) ADJ UNCH    2 0
 HX1417
 HX1417.Superseded values are not recommended for survey control.
 HX1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1417.See file dsdata.txt to determine how the superseded data were derived.
 HX1417
 HX1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC237125(NAD 83)
 HX1417_MARKER: DB = BENCH MARK DISK
 HX1417_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1417_SP_SET: UNSPECIFIED ROCK
 HX1417_STAMPING: M 236 1962
 HX1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1417
 HX1417  HISTORY     - Date     Condition        Report By
 HX1417  HISTORY     - 1962     MONUMENTED       CGS
 HX1417
 HX1417                          STATION DESCRIPTION
 HX1417
 HX1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1417'1.6 MI W FROM QUINWOOD.
 HX1417'ABOUT 1.6 MILES WEST ALONG RUSSELLVILLE ROAD FROM THE JUNCTION
 HX1417'OF STATE HIGHWAY 20 AT QUINWOOD, ABOUT 75 YARDS NORTHEAST ACROSS
 HX1417'THE ROAD FROM A ONE STORY HOUSE WITH ASBESTES SIDING WITH
 HX1417'CONCRETE BLOCK FOUNDATION, SET IN THE TOP OF THE SOUTH EDGE ABOUT
 HX1417'IN THE CENTER OF A ROCK THAT IS ABOUT 15 FEET LONG 2 FEET HIGH
 HX1417'THAT PROJECTS OUT OF THE HILL SIDE, 39 FEET NORTH OF THE CENTER
 HX1417'LINE OF THE ROAD, 1 FOOT NORTH OF THE SOUTH EDGE OF THE ROCK,
 HX1417'AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1409 ***********************************************************************
 HX1409  DESIGNATION -  M 237
 HX1409  PID         -  HX1409
 HX1409  STATE/COUNTY-  WV/NICHOLAS
 HX1409  USGS QUAD   -  CORLISS (1976)
 HX1409
 HX1409                         *CURRENT SURVEY CONTROL
 HX1409  ___________________________________________________________________
 HX1409* NAD 83(1986)-  38 07 23.     (N)    080 48 04.     (W)     SCALED    
 HX1409* NAVD 88     -       713.168  (meters)    2339.79   (feet)  ADJUSTED  
 HX1409  ___________________________________________________________________
 HX1409  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX1409  DYNAMIC HT  -         712.600 (meters)    2337.92  (feet)  COMP
 HX1409  MODELED GRAV-     979,809.1   (mgal)                       NAVD 88
 HX1409
 HX1409  VERT ORDER  -  SECOND    CLASS 0
 HX1409
 HX1409.The horizontal coordinates were scaled from a topographic map and have
 HX1409.an estimated accuracy of +/- 6 seconds.
 HX1409
 HX1409.The orthometric height was determined by differential leveling
 HX1409.and adjusted by the National Geodetic Survey in June 1991..
 HX1409
 HX1409.The geoid height was determined by GEOID03.
 HX1409
 HX1409.The dynamic height is computed by dividing the NAVD 88
 HX1409.geopotential number by the normal gravity value computed on the
 HX1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1409.degrees latitude (g = 980.6199 gals.).
 HX1409
 HX1409.The modeled gravity was interpolated from observed gravity values.
 HX1409
 HX1409;                    North         East    Units  Estimated Accuracy
 HX1409;SPC WV S     -   124,670.      617,440.      MT  (+/- 180 meters Scaled)
 HX1409
 HX1409                          SUPERSEDED SURVEY CONTROL
 HX1409
 HX1409  NGVD 29 (??/??/92)  713.322  (m)         2340.29   (f) ADJ UNCH    2 0
 HX1409
 HX1409.Superseded values are not recommended for survey control.
 HX1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1409.See file dsdata.txt to determine how the superseded data were derived.
 HX1409
 HX1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC174194(NAD 83)
 HX1409_MARKER: DB = BENCH MARK DISK
 HX1409_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1409_SP_SET: UNSPECIFIED ROCK
 HX1409_STAMPING: M 237 1962
 HX1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1409
 HX1409  HISTORY     - Date     Condition        Report By
 HX1409  HISTORY     - 1962     MONUMENTED       CGS
 HX1409
 HX1409                          STATION DESCRIPTION
 HX1409
 HX1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1409'10.3 MI NE FROM RUSSELLVILLE.
 HX1409'ABOUT 9.7 MILES NORTHEAST ALONG A BLACK TOP ROAD AND A GRADED
 HX1409'ROAD FROM THE POST OFFICE AT RUSSELLVILLE, THENCE CONTINUED FOR
 HX1409'0.6 MILES ON FOOT, NORTHEAST ALONG AN OLD ABANDONED ROAD, ON
 HX1409'THE SOUTH SLOPE OF A DEEP MOUNTAIN SIDE ABOUT 0.25 MILES SOUTH
 HX1409'OF A SHARP TURN IN THE OLD ROAD WITH THE TANGENTS EXTENDING TO
 HX1409'THE SOUTH AND SOUTHWEST, IN THE NORTH EDGE OF A DEEP RAVINE
 HX1409'LEADING WEST UP THE MOUNTAIN SIDE, SET ON THE TOP OF A -V- SHAPED
 HX1409'ROCK THAT IS ABOUT 1 FOOT HIGH PROJECTING OUT OF THE
 HX1409'MOUNTAIN-SIDE, 7 FEET WEST OF THE CENTER LINE OF THE ROAD, 2
 HX1409'FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK, AND ABOUT 2
 HX1409'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1391 ***********************************************************************
 HX1391  DESIGNATION -  M 238
 HX1391  PID         -  HX1391
 HX1391  STATE/COUNTY-  WV/GREENBRIER
 HX1391  USGS QUAD   -  RICHWOOD (1995)
 HX1391
 HX1391                         *CURRENT SURVEY CONTROL
 HX1391  ___________________________________________________________________
 HX1391* NAD 83(1986)-  38 09 38.     (N)    080 35 08.     (W)     SCALED    
 HX1391* NAVD 88     -       783.019  (meters)    2568.95   (feet)  ADJUSTED  
 HX1391  ___________________________________________________________________
 HX1391  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX1391  DYNAMIC HT  -         782.381 (meters)    2566.86  (feet)  COMP
 HX1391  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 HX1391
 HX1391  VERT ORDER  -  SECOND    CLASS 0
 HX1391
 HX1391.The horizontal coordinates were scaled from a topographic map and have
 HX1391.an estimated accuracy of +/- 6 seconds.
 HX1391
 HX1391.The orthometric height was determined by differential leveling
 HX1391.and adjusted by the National Geodetic Survey in June 1991..
 HX1391
 HX1391.The geoid height was determined by GEOID03.
 HX1391
 HX1391.The dynamic height is computed by dividing the NAVD 88
 HX1391.geopotential number by the normal gravity value computed on the
 HX1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1391.degrees latitude (g = 980.6199 gals.).
 HX1391
 HX1391.The modeled gravity was interpolated from observed gravity values.
 HX1391
 HX1391;                    North         East    Units  Estimated Accuracy
 HX1391;SPC WV S     -   128,890.      636,320.      MT  (+/- 180 meters Scaled)
 HX1391
 HX1391                          SUPERSEDED SURVEY CONTROL
 HX1391
 HX1391  NGVD 29 (??/??/92)  783.168  (m)         2569.44   (f) ADJ UNCH    2 0
 HX1391
 HX1391.Superseded values are not recommended for survey control.
 HX1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1391.See file dsdata.txt to determine how the superseded data were derived.
 HX1391
 HX1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC363237(NAD 83)
 HX1391_MARKER: DB = BENCH MARK DISK
 HX1391_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1391_SP_SET: UNSPECIFIED ROCK
 HX1391_STAMPING: M 238 1962
 HX1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1391
 HX1391  HISTORY     - Date     Condition        Report By
 HX1391  HISTORY     - 1962     MONUMENTED       CGS
 HX1391
 HX1391                          STATION DESCRIPTION
 HX1391
 HX1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1391'3.6 MI E FROM LILE.
 HX1391'ABOUT 3.6 MILES NORTHEAST ALONG A GRADED ROAD FROM A Y ROAD
 HX1391'JUNCTION AT LILE, ABOUT 1.5 MILE SOUTH OF A LARGE COAL TIPPLE
 HX1391'AT JETSVILLE, ABOUT 0.2 MILE NORTH OF NAMO CHAPEL, AT A Y ROAD
 HX1391'JUNCTION, SET ON TOP OF THE NORTH EDGE OF A ROCK THAT REACHES
 HX1391'FROM ONE LEG OF THE Y TO THE OTHER, 150 FEET SOUTH OF THE CENTER
 HX1391'OF THE JUNCTION, 26 FEET WEST OF THE CENTER LINE OF THE ROAD
 HX1391'LEADING EAST, 24 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 HX1391'WEST, 1.4 FEET SOUTH OF THE NORTH EDGE OF THE ROCK, ABOUT 15
 HX1391'FEET ABOVE THE LEVEL OF THE ROAD EAST, AND ABOUT 4 FEET BELOW
 HX1391'THE LEVEL OF THE ROAD LEADING WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1207 ***********************************************************************
 HX1207  DESIGNATION -  M 239
 HX1207  PID         -  HX1207
 HX1207  STATE/COUNTY-  WV/NICHOLAS
 HX1207  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1207
 HX1207                         *CURRENT SURVEY CONTROL
 HX1207  ___________________________________________________________________
 HX1207* NAD 83(1986)-  38 18 06.     (N)    080 31 38.     (W)     SCALED    
 HX1207* NAVD 88     -       741.646  (meters)    2433.22   (feet)  ADJUSTED  
 HX1207  ___________________________________________________________________
 HX1207  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX1207  DYNAMIC HT  -         741.056 (meters)    2431.28  (feet)  COMP
 HX1207  MODELED GRAV-     979,809.3   (mgal)                       NAVD 88
 HX1207
 HX1207  VERT ORDER  -  SECOND    CLASS 0
 HX1207
 HX1207.The horizontal coordinates were scaled from a topographic map and have
 HX1207.an estimated accuracy of +/- 6 seconds.
 HX1207
 HX1207.The orthometric height was determined by differential leveling
 HX1207.and adjusted by the National Geodetic Survey in June 1991..
 HX1207
 HX1207.The geoid height was determined by GEOID03.
 HX1207
 HX1207.The dynamic height is computed by dividing the NAVD 88
 HX1207.geopotential number by the normal gravity value computed on the
 HX1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1207.degrees latitude (g = 980.6199 gals.).
 HX1207
 HX1207.The modeled gravity was interpolated from observed gravity values.
 HX1207
 HX1207;                    North         East    Units  Estimated Accuracy
 HX1207;SPC WV S     -   144,580.      641,350.      MT  (+/- 180 meters Scaled)
 HX1207
 HX1207                          SUPERSEDED SURVEY CONTROL
 HX1207
 HX1207  NGVD 29 (??/??/92)  741.779  (m)         2433.65   (f) ADJ UNCH    2 0
 HX1207
 HX1207.Superseded values are not recommended for survey control.
 HX1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1207.See file dsdata.txt to determine how the superseded data were derived.
 HX1207
 HX1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC413393(NAD 83)
 HX1207_MARKER: DB = BENCH MARK DISK
 HX1207_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1207_SP_SET: UNSPECIFIED ROCK
 HX1207_STAMPING: M 239 1962
 HX1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1207
 HX1207  HISTORY     - Date     Condition        Report By
 HX1207  HISTORY     - 1962     MONUMENTED       CGS
 HX1207
 HX1207                          STATION DESCRIPTION
 HX1207
 HX1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1207'7.6 MI N FROM RICHWOOD.
 HX1207'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1207'OFFICE AT RICHWOOD, THENCE 2.4 MILES NORTH ALONG COUNTY ROAD 76,
 HX1207'THENCE ABOUT 3.6 MILES NORTH ALONG FOREST SERVICE ROAD 76, THENCE
 HX1207'ABOUT 0.7 MILE NORTHWEST ALONG FOREST SERVICE ROAD 81, AT THE -Y- FORK
 HX1207'OF THE JUNCTION OF A NARROW ROAD LEADING WEST, SET IN THE TOP AND
 HX1207'APPROXIMATE CENTER OF A 15 FOOT LONG-BY-5 FOOT WIDE-BY-3 1/2 FOOT
 HX1207'HIGH ROCK, 135 FEET NORTH OF CENTER OF THE JUNCTION, 45 FEET
 HX1207'NORTHWEST OF CENTER LINE OF ROAD 81, AND IS ABOUT LEVEL WITH ROAD
 HX1207'81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0826 ***********************************************************************
 JW0826  DESIGNATION -  M 24
 JW0826  PID         -  JW0826
 JW0826  STATE/COUNTY-  WV/PRESTON
 JW0826  USGS QUAD   -  KINGWOOD (1976)
 JW0826
 JW0826                         *CURRENT SURVEY CONTROL
 JW0826  ___________________________________________________________________
 JW0826* NAD 83(1986)-  39 29 28.     (N)    079 38 42.     (W)     SCALED    
 JW0826* NAVD 88     -       393.452  (meters)    1290.85   (feet)  ADJUSTED  
 JW0826  ___________________________________________________________________
 JW0826  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JW0826  DYNAMIC HT  -         393.209 (meters)    1290.05  (feet)  COMP
 JW0826  MODELED GRAV-     979,997.2   (mgal)                       NAVD 88
 JW0826
 JW0826  VERT ORDER  -  SECOND    CLASS 0
 JW0826
 JW0826.The horizontal coordinates were scaled from a topographic map and have
 JW0826.an estimated accuracy of +/- 6 seconds.
 JW0826
 JW0826.The orthometric height was determined by differential leveling
 JW0826.and adjusted by the National Geodetic Survey in June 1991..
 JW0826
 JW0826.The geoid height was determined by GEOID03.
 JW0826
 JW0826.The dynamic height is computed by dividing the NAVD 88
 JW0826.geopotential number by the normal gravity value computed on the
 JW0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0826.degrees latitude (g = 980.6199 gals.).
 JW0826
 JW0826.The modeled gravity was interpolated from observed gravity values.
 JW0826
 JW0826;                    North         East    Units  Estimated Accuracy
 JW0826;SPC WV N     -   110,040.      587,530.      MT  (+/- 180 meters Scaled)
 JW0826
 JW0826                          SUPERSEDED SURVEY CONTROL
 JW0826
 JW0826  NGVD 29 (??/??/92)  393.631  (m)         1291.44   (f) ADJ UNCH    2 0
 JW0826
 JW0826.Superseded values are not recommended for survey control.
 JW0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0826.See file dsdata.txt to determine how the superseded data were derived.
 JW0826
 JW0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD165721(NAD 83)
 JW0826_MARKER: DB = BENCH MARK DISK
 JW0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0826_STAMPING: M 24 1935
 JW0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0826+STABILITY: SURFACE MOTION
 JW0826
 JW0826  HISTORY     - Date     Condition        Report By
 JW0826  HISTORY     - 1935     MONUMENTED       CGS
 JW0826  HISTORY     - 1957     POOR             NGS
 JW0826
 JW0826                          STATION DESCRIPTION
 JW0826
 JW0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JW0826'AT ALBRIGHT.
 JW0826'REVISED DESCRIPTION-- AT ALBRIGHT, ON THE BALTIMORE AND OHIO
 JW0826'RAILROAD, 194 FEET WEST OF THE STATION, 97 FEET EAST OF THE
 JW0826'CROSSING OF STATE HIGHWAY 26, 19 FEET SOUTHWEST OF THE SOUTHWEST
 JW0826'RAIL, AND 0.4 FOOT LOWER THAN THE CROSSING.  THE CONCRETE POST
 JW0826'IS PAINTED BM 1291.4 AND PROJECTS 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0509 ***********************************************************************
 HX0509  DESIGNATION -  M 240
 HX0509  PID         -  HX0509
 HX0509  STATE/COUNTY-  WV/WEBSTER
 HX0509  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0509
 HX0509                         *CURRENT SURVEY CONTROL
 HX0509  ___________________________________________________________________
 HX0509* NAD 83(1986)-  38 26 20.     (N)    080 26 30.     (W)     SCALED    
 HX0509* NAVD 88     -       694.417  (meters)    2278.27   (feet)  ADJUSTED  
 HX0509  ___________________________________________________________________
 HX0509  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX0509  DYNAMIC HT  -         693.881 (meters)    2276.51  (feet)  COMP
 HX0509  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 HX0509
 HX0509  VERT ORDER  -  SECOND    CLASS 0
 HX0509
 HX0509.The horizontal coordinates were scaled from a topographic map and have
 HX0509.an estimated accuracy of +/- 6 seconds.
 HX0509
 HX0509.The orthometric height was determined by differential leveling
 HX0509.and adjusted by the National Geodetic Survey in June 1991..
 HX0509
 HX0509.The geoid height was determined by GEOID03.
 HX0509
 HX0509.The dynamic height is computed by dividing the NAVD 88
 HX0509.geopotential number by the normal gravity value computed on the
 HX0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0509.degrees latitude (g = 980.6199 gals.).
 HX0509
 HX0509.The modeled gravity was interpolated from observed gravity values.
 HX0509
 HX0509;                    North         East    Units  Estimated Accuracy
 HX0509;SPC WV S     -   159,850.      648,740.      MT  (+/- 180 meters Scaled)
 HX0509
 HX0509                          SUPERSEDED SURVEY CONTROL
 HX0509
 HX0509  NGVD 29 (??/??/??)  694.56   (m)         2278.7    (f) RESET       3  
 HX0509
 HX0509.Superseded values are not recommended for survey control.
 HX0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0509.See file dsdata.txt to determine how the superseded data were derived.
 HX0509
 HX0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC487546(NAD 83)
 HX0509_MARKER: DB = BENCH MARK DISK
 HX0509_SETTING: 66 = SET IN ROCK OUTCROP
 HX0509_SP_SET: ROCK CUT
 HX0509_STAMPING: M 240 1962
 HX0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0509+STABILITY: POSITION/ELEVATION WELL
 HX0509
 HX0509  HISTORY     - Date     Condition        Report By
 HX0509  HISTORY     - 1962     MONUMENTED       CGS
 HX0509
 HX0509                          STATION DESCRIPTION
 HX0509
 HX0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0509'0.2 MI NE FROM BOLAIR.
 HX0509'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0509'AT BOLAIR, ABOUT 55 YARDS WEST OF JUNCTION OF WEST LEG OF
 HX0509'GAULEY RIVER ROAD, ABOUT 80 FEET WEST OF CENTER OF A COAL
 HX0509'COMPANYS SWINGING BRIDGE OVER HIGHWAY, 32.5 FEET NORTH OF CENTER
 HX0509'LINE OF HIGHWAY, ABOUT 1 1/2 FEET ABOVE HIGHWAY LEVEL, 1.5
 HX0509'FEET NORTH OF SOUTHWEST CORNER OF CUT, AND SET ON TOP OF WEST
 HX0509'END OF A 6 FOOT LONG-BY-2 1/2 FOOT HIGH ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0827 ***********************************************************************
 HX0827  DESIGNATION -  M 241
 HX0827  PID         -  HX0827
 HX0827  STATE/COUNTY-  WV/WEBSTER
 HX0827  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0827
 HX0827                         *CURRENT SURVEY CONTROL
 HX0827  ___________________________________________________________________
 HX0827* NAD 83(1986)-  38 18 21.     (N)    080 25 30.     (W)     SCALED    
 HX0827* NAVD 88     -       786.941  (meters)    2581.82   (feet)  ADJUSTED  
 HX0827  ___________________________________________________________________
 HX0827  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HX0827  DYNAMIC HT  -         786.300 (meters)    2579.72  (feet)  COMP
 HX0827  MODELED GRAV-     979,787.7   (mgal)                       NAVD 88
 HX0827
 HX0827  VERT ORDER  -  SECOND    CLASS 0
 HX0827
 HX0827.The horizontal coordinates were scaled from a topographic map and have
 HX0827.an estimated accuracy of +/- 6 seconds.
 HX0827
 HX0827.The orthometric height was determined by differential leveling
 HX0827.and adjusted by the National Geodetic Survey in June 1991..
 HX0827
 HX0827.The geoid height was determined by GEOID03.
 HX0827
 HX0827.The dynamic height is computed by dividing the NAVD 88
 HX0827.geopotential number by the normal gravity value computed on the
 HX0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0827.degrees latitude (g = 980.6199 gals.).
 HX0827
 HX0827.The modeled gravity was interpolated from observed gravity values.
 HX0827
 HX0827;                    North         East    Units  Estimated Accuracy
 HX0827;SPC WV S     -   145,090.      650,290.      MT  (+/- 180 meters Scaled)
 HX0827
 HX0827                          SUPERSEDED SURVEY CONTROL
 HX0827
 HX0827  NGVD 29 (??/??/92)  787.053  (m)         2582.19   (f) ADJ UNCH    2 0
 HX0827
 HX0827.Superseded values are not recommended for survey control.
 HX0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0827.See file dsdata.txt to determine how the superseded data were derived.
 HX0827
 HX0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC502399(NAD 83)
 HX0827_MARKER: DB = BENCH MARK DISK
 HX0827_SETTING: 80 = SET IN A BOULDER
 HX0827_SP_SET: BOULDER
 HX0827_STAMPING: M 241 1962
 HX0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0827+STABILITY: SURFACE MOTION
 HX0827
 HX0827  HISTORY     - Date     Condition        Report By
 HX0827  HISTORY     - 1962     MONUMENTED       CGS
 HX0827
 HX0827                          STATION DESCRIPTION
 HX0827
 HX0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0827'9.1 MI SE FROM DYER.
 HX0827'5.9 MILES SOUTHWEST AND SOUTHEAST ALONG FOREST SERVICE ROAD
 HX0827'101 FROM THE FOOTBRIDGE OVER WILLIAMS RIVER AT DYER, THENCE 3.2
 HX0827'MILES SOUTHEAST ALONG FOREST SERVICE ROAD 76, ABOUT 0.5 MILE
 HX0827'SOUTHEAST OF UPPER TWIN BRANCH, SET VERTICALLY IN THE SOUTHWEST
 HX0827'FACE OF THE SOUTHWEST CORNER OF A TRIANGULAR BOULDER THAT IS
 HX0827'ABOUT 25 FEET LONG ON ALL SIDES AND 6 FEET HIGH ON THE SOUTHWEST
 HX0827'CORNER AND SLOPES TO GROUND LEVEL ON THE NORTHEAST SIDE
 HX0827'(THERE IS A SMALLER BOULDER ABOUT 15 FEET SQUARE LAYING ON TOP
 HX0827'OF IT), 36.5 FEET EAST OF CENTER LINE OF ROAD, 2 FEET ABOVE
 HX0827'GROUND, AND 7 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0856 ***********************************************************************
 HX0856  DESIGNATION -  M 242
 HX0856  PID         -  HX0856
 HX0856  STATE/COUNTY-  WV/POCAHONTAS
 HX0856  USGS QUAD   -  LOBELIA (1995)
 HX0856
 HX0856                         *CURRENT SURVEY CONTROL
 HX0856  ___________________________________________________________________
 HX0856* NAD 83(1986)-  38 11 04.     (N)    080 16 48.     (W)     SCALED    
 HX0856* NAVD 88     -      1208.193  (meters)    3963.88   (feet)  ADJUSTED  
 HX0856  ___________________________________________________________________
 HX0856  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HX0856  DYNAMIC HT  -        1207.133 (meters)    3960.40  (feet)  COMP
 HX0856  MODELED GRAV-     979,709.0   (mgal)                       NAVD 88
 HX0856
 HX0856  VERT ORDER  -  SECOND    CLASS 0
 HX0856
 HX0856.The horizontal coordinates were scaled from a topographic map and have
 HX0856.an estimated accuracy of +/- 6 seconds.
 HX0856
 HX0856.The orthometric height was determined by differential leveling
 HX0856.and adjusted by the National Geodetic Survey in June 1991..
 HX0856
 HX0856.The geoid height was determined by GEOID03.
 HX0856
 HX0856.The dynamic height is computed by dividing the NAVD 88
 HX0856.geopotential number by the normal gravity value computed on the
 HX0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0856.degrees latitude (g = 980.6199 gals.).
 HX0856
 HX0856.The modeled gravity was interpolated from observed gravity values.
 HX0856
 HX0856;                    North         East    Units  Estimated Accuracy
 HX0856;SPC WV S     -   131,710.      663,080.      MT  (+/- 180 meters Scaled)
 HX0856
 HX0856                          SUPERSEDED SURVEY CONTROL
 HX0856
 HX0856  NGVD 29 (??/??/92) 1208.247  (m)         3964.06   (f) ADJ UNCH    2 0
 HX0856
 HX0856.Superseded values are not recommended for survey control.
 HX0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0856.See file dsdata.txt to determine how the superseded data were derived.
 HX0856
 HX0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC630265(NAD 83)
 HX0856_MARKER: DB = BENCH MARK DISK
 HX0856_SETTING: 66 = SET IN ROCK OUTCROP
 HX0856_SP_SET: ROCK CUT
 HX0856_STAMPING: M 242 1962
 HX0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0856+STABILITY: POSITION/ELEVATION WELL
 HX0856
 HX0856  HISTORY     - Date     Condition        Report By
 HX0856  HISTORY     - 1962     MONUMENTED       CGS
 HX0856
 HX0856                          STATION DESCRIPTION
 HX0856
 HX0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0856'7.9 MI NW FROM MILL POINT.
 HX0856'7.9 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX0856'OF U.S. HIGHWAY 219 AT MILL POINT, ABOUT 0.1 MILE SOUTH OF THE
 HX0856'SUMMIT OF KENNISON MOUNTAIN, SET ON TOP OF THE EAST CORNER OF A
 HX0856'ROCK THAT IS ABOUT 6-FOOT LONG BY 3 1/2 FEET HIGH THAT PROJECTS
 HX0856'OUT OF THE NORTHEAST FACE OF A LONG CUT THAT IS ABOUT 8-FOOT
 HX0856'HIGH, 59 FEET SOUTHEAST OF THE SOUTHWEST END OF A 18-INCH PIPE
 HX0856'CULVERT, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HX0856'0.6 FOOT SOUTHWEST OF THE EAST CORNER OF THE ROCK, AND ABOUT
 HX0856'3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1222 ***********************************************************************
 HX1222  DESIGNATION -  M 243
 HX1222  PID         -  HX1222
 HX1222  STATE/COUNTY-  WV/NICHOLAS
 HX1222  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1222
 HX1222                         *CURRENT SURVEY CONTROL
 HX1222  ___________________________________________________________________
 HX1222* NAD 83(1986)-  38 15 15.     (N)    080 31 08.     (W)     SCALED    
 HX1222* NAVD 88     -       729.942  (meters)    2394.82   (feet)  ADJUSTED  
 HX1222  ___________________________________________________________________
 HX1222  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HX1222  DYNAMIC HT  -         729.361 (meters)    2392.91  (feet)  COMP
 HX1222  MODELED GRAV-     979,809.3   (mgal)                       NAVD 88
 HX1222
 HX1222  VERT ORDER  -  SECOND    CLASS 0
 HX1222
 HX1222.The horizontal coordinates were scaled from a topographic map and have
 HX1222.an estimated accuracy of +/- 6 seconds.
 HX1222
 HX1222.The orthometric height was determined by differential leveling
 HX1222.and adjusted by the National Geodetic Survey in June 1991..
 HX1222
 HX1222.The geoid height was determined by GEOID03.
 HX1222
 HX1222.The dynamic height is computed by dividing the NAVD 88
 HX1222.geopotential number by the normal gravity value computed on the
 HX1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1222.degrees latitude (g = 980.6199 gals.).
 HX1222
 HX1222.The modeled gravity was interpolated from observed gravity values.
 HX1222
 HX1222;                    North         East    Units  Estimated Accuracy
 HX1222;SPC WV S     -   139,310.      642,110.      MT  (+/- 180 meters Scaled)
 HX1222
 HX1222                          SUPERSEDED SURVEY CONTROL
 HX1222
 HX1222  NGVD 29 (??/??/92)  730.077  (m)         2395.26   (f) ADJ UNCH    2 0
 HX1222
 HX1222.Superseded values are not recommended for survey control.
 HX1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1222.See file dsdata.txt to determine how the superseded data were derived.
 HX1222
 HX1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC420341(NAD 83)
 HX1222_MARKER: DB = BENCH MARK DISK
 HX1222_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1222_SP_SET: UNSPECIFIED ROCK
 HX1222_STAMPING: M 243 1962
 HX1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1222
 HX1222  HISTORY     - Date     Condition        Report By
 HX1222  HISTORY     - 1962     MONUMENTED       CGS
 HX1222
 HX1222                          STATION DESCRIPTION
 HX1222
 HX1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1222'2.4 MI E FROM RICHWOOD.
 HX1222'ABOUT 2.4 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 HX1222'AT RICHWOOD, 0.5 MILE WEST OF THE WEST ONE OF THREE BRIDGES OVER
 HX1222'THE NORTH FORK OF THE CHERRY RIVER, SET ON TOP OF THE EAST
 HX1222'CORNER OF A ROCK THAT IS ABOUT 18-FOOT SQUARE AND 10-FOOT HIGH
 HX1222'AT THE EAST CORNER, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HX1222'HIGHWAY, 2 FEET WEST OF THE EAST CORNER OF THE ROCK, 0.8 FEET
 HX1222'NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK, AND ABOUT 1 1/2 FEET
 HX1222'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0513 ***********************************************************************
 HX0513  DESIGNATION -  M 244
 HX0513  PID         -  HX0513
 HX0513  STATE/COUNTY-  WV/WEBSTER
 HX0513  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0513
 HX0513                         *CURRENT SURVEY CONTROL
 HX0513  ___________________________________________________________________
 HX0513* NAD 83(1986)-  38 27 09.     (N)    080 25 49.     (W)     SCALED    
 HX0513* NAVD 88     -       733.280  (meters)    2405.77   (feet)  ADJUSTED  
 HX0513  ___________________________________________________________________
 HX0513  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HX0513  DYNAMIC HT  -         732.718 (meters)    2403.93  (feet)  COMP
 HX0513  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 HX0513
 HX0513  VERT ORDER  -  SECOND    CLASS 0
 HX0513
 HX0513.The horizontal coordinates were scaled from a topographic map and have
 HX0513.an estimated accuracy of +/- 6 seconds.
 HX0513
 HX0513.The orthometric height was determined by differential leveling
 HX0513.and adjusted by the National Geodetic Survey in June 1991..
 HX0513
 HX0513.The geoid height was determined by GEOID03.
 HX0513
 HX0513.The dynamic height is computed by dividing the NAVD 88
 HX0513.geopotential number by the normal gravity value computed on the
 HX0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0513.degrees latitude (g = 980.6199 gals.).
 HX0513
 HX0513.The modeled gravity was interpolated from observed gravity values.
 HX0513
 HX0513;                    North         East    Units  Estimated Accuracy
 HX0513;SPC WV S     -   161,370.      649,730.      MT  (+/- 180 meters Scaled)
 HX0513
 HX0513                          SUPERSEDED SURVEY CONTROL
 HX0513
 HX0513  NGVD 29 (??/??/92)  733.430  (m)         2406.26   (f) ADJ UNCH    2 0
 HX0513
 HX0513.Superseded values are not recommended for survey control.
 HX0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0513.See file dsdata.txt to determine how the superseded data were derived.
 HX0513
 HX0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC497561(NAD 83)
 HX0513_MARKER: DB = BENCH MARK DISK
 HX0513_SETTING: 66 = SET IN ROCK OUTCROP
 HX0513_SP_SET: ROCK CUT
 HX0513_STAMPING: M 244 1962
 HX0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0513+STABILITY: POSITION/ELEVATION WELL
 HX0513
 HX0513  HISTORY     - Date     Condition        Report By
 HX0513  HISTORY     - 1962     MONUMENTED       CGS
 HX0513  HISTORY     - 1981     GOOD             LOCSUR
 HX0513
 HX0513                          STATION DESCRIPTION
 HX0513
 HX0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0513'1.4 MI NE FROM BOLAIR.
 HX0513'1.4 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0513'AT BOLAIR, ABOUT 0.55 MILE NORTHEAST OF CALVERY BAPTIST CHURCH,
 HX0513'ABOUT 0.15 MILE SOUTHWEST OF JUNCTION OF EXCELSIOR ROAD, 31.5
 HX0513'FEET NORTHWEST OF CENTER LINE OF HIGHWAY, ABOUT 6 FEET ABOVE
 HX0513'HIGHWAY LEVEL, 6.8 FEET NORTHEAST OF SOUTH CORNER OF ROCKCUT, AND
 HX0513'SET ON TOP OF SOUTHEAST EDGE OF A 15 FOOT LONG-BY-4 1/2 FOOT
 HX0513'HIGH ROCK CUT.
 HX0513
 HX0513                          STATION RECOVERY (1981)
 HX0513
 HX0513'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 HX0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2774 ***********************************************************************
 HX2774  DESIGNATION -  M 244 RESET 1982
 HX2774  PID         -  HX2774
 HX2774  STATE/COUNTY-  WV/WEBSTER
 HX2774  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX2774
 HX2774                         *CURRENT SURVEY CONTROL
 HX2774  ___________________________________________________________________
 HX2774* NAD 83(1986)-  38 27 09.     (N)    080 25 49.     (W)     SCALED    
 HX2774* NAVD 88     -       737.99   (meters)    2421.2    (feet)  RESET     
 HX2774  ___________________________________________________________________
 HX2774  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HX2774
 HX2774  VERT ORDER  -  THIRD
 HX2774
 HX2774.The horizontal coordinates were scaled from a topographic map and have
 HX2774.an estimated accuracy of +/- 6 seconds.
 HX2774
 HX2774.The orthometric height was computed from unverified reset data.
 HX2774.No vertical observational check was made to the station.
 HX2774
 HX2774.The geoid height was determined by GEOID03.
 HX2774
 HX2774;                    North         East    Units  Estimated Accuracy
 HX2774;SPC WV S     -   161,370.      649,730.      MT  (+/- 180 meters Scaled)
 HX2774
 HX2774                          SUPERSEDED SURVEY CONTROL
 HX2774
 HX2774  NGVD 29 (09/25/03)  738.14   (m)         2421.7    (f) RESET       3  
 HX2774
 HX2774.Superseded values are not recommended for survey control.
 HX2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2774.See file dsdata.txt to determine how the superseded data were derived.
 HX2774
 HX2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC497561(NAD 83)
 HX2774_MARKER: DB = BENCH MARK DISK
 HX2774_SETTING: 66 = SET IN ROCK OUTCROP
 HX2774_SP_SET: SET IN ROCK OUTCROP
 HX2774_STAMPING: M 244 RESET 1982
 HX2774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2774+STABILITY: POSITION/ELEVATION WELL
 HX2774
 HX2774  HISTORY     - Date     Condition        Report By
 HX2774  HISTORY     - 1982     MONUMENTED       NGS
 HX2774
 HX2774                          STATION DESCRIPTION
 HX2774
 HX2774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HX2774'2.25 KM (1.4 MI) NORTH FROM BOLAIR.
 HX2774'2.25 KM (1.4 MI) NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX2774'IN BOLAIR, BEHIND A WESTERN AUTO STORE, 39.6 METERS (130.0 FEET)
 HX2774'WEST OF THE CENTERLINE OF HIGHWAY, 32.0 METERS (105.0 FEET) WEST
 HX2774'OF A LIGHTPOLE WITH SIGN WESTERN AUTO,  AND 14.6 METERS (48.0 FEET)
 HX2774'NORTHWEST OF THE NORTHWEST CORNER OF THE STORE, SET VERTICALLY IN
 HX2774'THE SOUTHEAST FACE OF A 4.5 METER (15.0 FOOT) WIDE BOULDER OUTCROP.
 HX2774'THE MARK IS 10.5 FT  NW FROM A WITNESS POST.
 HX2774'THE MARK IS 21.3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0622 ***********************************************************************
 HX0622  DESIGNATION -  M 245
 HX0622  PID         -  HX0622
 HX0622  STATE/COUNTY-  WV/POCAHONTAS
 HX0622  USGS QUAD   -  EDRAY (1995)
 HX0622
 HX0622                         *CURRENT SURVEY CONTROL
 HX0622  ___________________________________________________________________
 HX0622* NAD 83(1986)-  38 20 42.     (N)    080 05 31.     (W)     SCALED    
 HX0622* NAVD 88     -       908.032  (meters)    2979.10   (feet)  ADJUSTED  
 HX0622  ___________________________________________________________________
 HX0622  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HX0622  DYNAMIC HT  -         907.279 (meters)    2976.63  (feet)  COMP
 HX0622  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 HX0622
 HX0622  VERT ORDER  -  SECOND    CLASS 0
 HX0622
 HX0622.The horizontal coordinates were scaled from a topographic map and have
 HX0622.an estimated accuracy of +/- 6 seconds.
 HX0622
 HX0622.The orthometric height was determined by differential leveling
 HX0622.and adjusted by the National Geodetic Survey in June 1991..
 HX0622
 HX0622.The geoid height was determined by GEOID03.
 HX0622
 HX0622.The dynamic height is computed by dividing the NAVD 88
 HX0622.geopotential number by the normal gravity value computed on the
 HX0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0622.degrees latitude (g = 980.6199 gals.).
 HX0622
 HX0622.The modeled gravity was interpolated from observed gravity values.
 HX0622
 HX0622;                    North         East    Units  Estimated Accuracy
 HX0622;SPC WV S     -   149,670.      679,380.      MT  (+/- 180 meters Scaled)
 HX0622
 HX0622                          SUPERSEDED SURVEY CONTROL
 HX0622
 HX0622  NGVD 29 (??/??/92)  908.101  (m)         2979.33   (f) ADJ UNCH    2 0
 HX0622
 HX0622.Superseded values are not recommended for survey control.
 HX0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0622.See file dsdata.txt to determine how the superseded data were derived.
 HX0622
 HX0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC793444(NAD 83)
 HX0622_MARKER: DB = BENCH MARK DISK
 HX0622_SETTING: 66 = SET IN ROCK OUTCROP
 HX0622_SP_SET: ROCK LEDGE
 HX0622_STAMPING: M 245 1962
 HX0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0622+STABILITY: POSITION/ELEVATION WELL
 HX0622
 HX0622  HISTORY     - Date     Condition        Report By
 HX0622  HISTORY     - 1962     MONUMENTED       CGS
 HX0622  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0622  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0622
 HX0622                          STATION DESCRIPTION
 HX0622
 HX0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0622'5.8 MI S FROM SLATY FORK.
 HX0622'5.85 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL
 HX0622'AT SLATY FORK, ABOUT 0.65 MILE SOUTH OF A CONCRETE BRIDGE OVER A
 HX0622'SMALL STREAM, ABOUT 0.65 MILE SOUTH OF THE JUNCTION OF A PRIVATE
 HX0622'ROAD LEADING EAST ALONG A SMALL STREAM, SET VERTICALLY IN THE
 HX0622'WEST FACE OF A ROCK LEDGE ABOUT 40-FOOT LONG AND 3-FOOT HIGH
 HX0622'IN A LONG DEEP CUT ABOUT 20-FOOT HIGH, 25 FEET EAST OF THE CENTER
 HX0622'LINE OF THE HIGHWAY, 26 FEET NORTH OF THE SOUTH END OF THE
 HX0622'ROCK LEDGE, 109 FEET NORTH OF THE SOUTH END OF THE CUT, ABOUT
 HX0622'3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE
 HX0622'THE LEVEL OF THE GROUND.
 HX0622
 HX0622                          STATION RECOVERY (1973)
 HX0622
 HX0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0622'MARK NOT FOUND.
 HX0622
 HX0622                          STATION RECOVERY (1983)
 HX0622
 HX0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0622'NOT RECOVERED, MARK APPEARS TO BE COVERED BY A ROCK SLIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0762 ***********************************************************************
 HX0762  DESIGNATION -  M 246
 HX0762  PID         -  HX0762
 HX0762  STATE/COUNTY-  WV/POCAHONTAS
 HX0762  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0762
 HX0762                         *CURRENT SURVEY CONTROL
 HX0762  ___________________________________________________________________
 HX0762* NAD 83(1986)-  38 18 42.     (N)    080 19 11.     (W)     SCALED    
 HX0762* NAVD 88     -       861.530  (meters)    2826.54   (feet)  ADJUSTED  
 HX0762  ___________________________________________________________________
 HX0762  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HX0762  DYNAMIC HT  -         860.821 (meters)    2824.21  (feet)  COMP
 HX0762  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 HX0762
 HX0762  VERT ORDER  -  SECOND    CLASS 0
 HX0762
 HX0762.The horizontal coordinates were scaled from a topographic map and have
 HX0762.an estimated accuracy of +/- 6 seconds.
 HX0762
 HX0762.The orthometric height was determined by differential leveling
 HX0762.and adjusted by the National Geodetic Survey in June 1991..
 HX0762
 HX0762.The geoid height was determined by GEOID03.
 HX0762
 HX0762.The dynamic height is computed by dividing the NAVD 88
 HX0762.geopotential number by the normal gravity value computed on the
 HX0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0762.degrees latitude (g = 980.6199 gals.).
 HX0762
 HX0762.The modeled gravity was interpolated from observed gravity values.
 HX0762
 HX0762;                    North         East    Units  Estimated Accuracy
 HX0762;SPC WV S     -   145,800.      659,490.      MT  (+/- 180 meters Scaled)
 HX0762
 HX0762                          SUPERSEDED SURVEY CONTROL
 HX0762
 HX0762  NGVD 29 (??/??/92)  861.626  (m)         2826.85   (f) ADJ UNCH    2 0
 HX0762
 HX0762.Superseded values are not recommended for survey control.
 HX0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0762.See file dsdata.txt to determine how the superseded data were derived.
 HX0762
 HX0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC594406(NAD 83)
 HX0762_MARKER: DB = BENCH MARK DISK
 HX0762_SETTING: 80 = SET IN A BOULDER
 HX0762_SP_SET: BOULDER
 HX0762_STAMPING: M 246 1962
 HX0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0762+STABILITY: SURFACE MOTION
 HX0762
 HX0762  HISTORY     - Date     Condition        Report By
 HX0762  HISTORY     - 1962     MONUMENTED       CGS
 HX0762
 HX0762                          STATION DESCRIPTION
 HX0762
 HX0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0762'11.1 MI SE FROM DYER.
 HX0762'6.75 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD (BLACK TOP AND
 HX0762'GRADED) FROM THE METHODIST CHURCH AT DYER, THENCE ABOUT 4.35
 HX0762'MILES SOUTHEAST ALONG U.S. FORESTRY ROAD 108, ABOUT 0.45 MILE
 HX0762'SOUTHEAST OF LAURELLY BRANCH U.S. FORESTRY SIGN, SET ON TOP OF
 HX0762'THE WEST POINT OF A HUGE BOULDER ABOUT 30 BY 20-FOOT WIDE THAT
 HX0762'SETS BETWEEN THE ROAD AND MIDDLE FORK CREEK THAT PARALLELS THE
 HX0762'ROAD, 36 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 6.5 FEET
 HX0762'NORTH OF A 12-INCH SPRUCE TREE THAT IS GROWING FROM THE TOP OF
 HX0762'THE BOULDER, 1.3 FEET EAST OF THE WEST POINT OF BOULDER, AND
 HX0762'ABOUT 8 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0719 ***********************************************************************
 HX0719  DESIGNATION -  M 247
 HX0719  PID         -  HX0719
 HX0719  STATE/COUNTY-  WV/POCAHONTAS
 HX0719  USGS QUAD   -  WOODROW (1995)
 HX0719
 HX0719                         *CURRENT SURVEY CONTROL
 HX0719  ___________________________________________________________________
 HX0719* NAD 83(1986)-  38 21 02.     (N)    080 14 24.     (W)     SCALED    
 HX0719* NAVD 88     -       962.859  (meters)    3158.98   (feet)  ADJUSTED  
 HX0719  ___________________________________________________________________
 HX0719  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0719  DYNAMIC HT  -         962.070 (meters)    3156.39  (feet)  COMP
 HX0719  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 HX0719
 HX0719  VERT ORDER  -  SECOND    CLASS 0
 HX0719
 HX0719.The horizontal coordinates were scaled from a topographic map and have
 HX0719.an estimated accuracy of +/- 6 seconds.
 HX0719
 HX0719.The orthometric height was determined by differential leveling
 HX0719.and adjusted by the National Geodetic Survey in June 1991..
 HX0719
 HX0719.The geoid height was determined by GEOID03.
 HX0719
 HX0719.The dynamic height is computed by dividing the NAVD 88
 HX0719.geopotential number by the normal gravity value computed on the
 HX0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0719.degrees latitude (g = 980.6199 gals.).
 HX0719
 HX0719.The modeled gravity was interpolated from observed gravity values.
 HX0719
 HX0719;                    North         East    Units  Estimated Accuracy
 HX0719;SPC WV S     -   150,170.      666,430.      MT  (+/- 180 meters Scaled)
 HX0719
 HX0719                          SUPERSEDED SURVEY CONTROL
 HX0719
 HX0719  NGVD 29 (??/??/92)  962.944  (m)         3159.26   (f) ADJ UNCH    2 0
 HX0719
 HX0719.Superseded values are not recommended for survey control.
 HX0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0719.See file dsdata.txt to determine how the superseded data were derived.
 HX0719
 HX0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC664449(NAD 83)
 HX0719_MARKER: DB = BENCH MARK DISK
 HX0719_SETTING: 66 = SET IN ROCK OUTCROP
 HX0719_SP_SET: ROCK LEDGE
 HX0719_STAMPING: M 247 1962
 HX0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0719+STABILITY: POSITION/ELEVATION WELL
 HX0719
 HX0719  HISTORY     - Date     Condition        Report By
 HX0719  HISTORY     - 1962     MONUMENTED       CGS
 HX0719
 HX0719                          STATION DESCRIPTION
 HX0719
 HX0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0719'9.2 MI NW FROM WOODROW.
 HX0719'1.35 MILES NORTHWEST ALONG BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0719'AT WOODROW, THENCE ABOUT 3.8 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0719'ROAD 76, THENCE ABOUT 2.9 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0719'ROAD 86, THENCE ABOUT 1.2 MILES NORTHEAST AND NORTHWEST ALONG U.S.
 HX0719'FORESTRY ROAD 135, ABOUT 0.65 MILES SOUTHWEST OF THE ROAD WHICH
 HX0719'MAKES A SWITCH BACKS AND CROSSES BANNOCK SHOALS RUN, SET VERTICALL
 HX0719'ON THE WEST FACE OF A LARGE ROCK LEDGE ABOUT 15 FEET LONG
 HX0719'PROJECTING 12 FEET, ON THE INSIDE OF A CURVE SOUTHEAST BY
 HX0719'NORTHEAST WHERE THE ROAD TURNS NORTHEAST UP BANNOCK SHOALS RUN,
 HX0719'18 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTH OF
 HX0719'THE SOUTH END OF THE ROCK, ABOUT 1 FOOT ABOVE THE LEVEL WITH
 HX0719'THE GROUND, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0692 ***********************************************************************
 HX0692  DESIGNATION -  M 248
 HX0692  PID         -  HX0692
 HX0692  STATE/COUNTY-  WV/POCAHONTAS
 HX0692  USGS QUAD   -  SHARP KNOB (1995)
 HX0692
 HX0692                         *CURRENT SURVEY CONTROL
 HX0692  ___________________________________________________________________
 HX0692* NAD 83(1986)-  38 26 27.     (N)    080 08 43.     (W)     SCALED    
 HX0692* NAVD 88     -      1096.167  (meters)    3596.34   (feet)  ADJUSTED  
 HX0692  ___________________________________________________________________
 HX0692  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0692  DYNAMIC HT  -        1095.299 (meters)    3593.49  (feet)  COMP
 HX0692  MODELED GRAV-     979,796.9   (mgal)                       NAVD 88
 HX0692
 HX0692  VERT ORDER  -  SECOND    CLASS 0
 HX0692
 HX0692.The horizontal coordinates were scaled from a topographic map and have
 HX0692.an estimated accuracy of +/- 6 seconds.
 HX0692
 HX0692.The orthometric height was determined by differential leveling
 HX0692.and adjusted by the National Geodetic Survey in June 1991..
 HX0692
 HX0692.The geoid height was determined by GEOID03.
 HX0692
 HX0692.The dynamic height is computed by dividing the NAVD 88
 HX0692.geopotential number by the normal gravity value computed on the
 HX0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0692.degrees latitude (g = 980.6199 gals.).
 HX0692
 HX0692.The modeled gravity was interpolated from observed gravity values.
 HX0692
 HX0692;                    North         East    Units  Estimated Accuracy
 HX0692;SPC WV S     -   160,260.      674,620.      MT  (+/- 180 meters Scaled)
 HX0692
 HX0692                          SUPERSEDED SURVEY CONTROL
 HX0692
 HX0692  NGVD 29 (??/??/92) 1096.280  (m)         3596.71   (f) ADJ UNCH    2 0
 HX0692
 HX0692.Superseded values are not recommended for survey control.
 HX0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0692.See file dsdata.txt to determine how the superseded data were derived.
 HX0692
 HX0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC745550(NAD 83)
 HX0692_MARKER: DB = BENCH MARK DISK
 HX0692_SETTING: 66 = SET IN ROCK OUTCROP
 HX0692_SP_SET: ROCK LEDGE
 HX0692_STAMPING: M 248 1962
 HX0692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0692+STABILITY: POSITION/ELEVATION WELL
 HX0692
 HX0692  HISTORY     - Date     Condition        Report By
 HX0692  HISTORY     - 1962     MONUMENTED       CGS
 HX0692
 HX0692                          STATION DESCRIPTION
 HX0692
 HX0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0692'3.3 MI NW FROM SLATY FORK.
 HX0692'3.3 MILES NORTHWEST ALONG A ABANDONED RAILWAY BED (TRAIL) FROM
 HX0692'THE SLATY FORK POST OFFICE, 1.45 MILES SOUTHEAST OF THE JUNCTION
 HX0692'OF THE ABANDONED RAILROAD AND U.S. FORESTRY ROAD 24, SET
 HX0692'VERTICALLY IN THE NORTH FACE OF A 4-BY 5-FOOT LONG ROCK LEDGE
 HX0692'PROJECTING OUT OF THE HILLSIDE, 25 FEET SOUTH OF THE CENTER
 HX0692'LINE OF THE RAILROAD BED, 1.5 FEET EAST OF THE WEST END OF THE
 HX0692'BOULDER, ABOUT 1 FOOT ABOVE THE GROUND, AND ABOUT 5 FEET ABOVE
 HX0692'THE LEVEL OF THE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0880 ***********************************************************************
 HX0880  DESIGNATION -  M 249
 HX0880  PID         -  HX0880
 HX0880  STATE/COUNTY-  WV/GREENBRIER
 HX0880  USGS QUAD   -  DROOP (1995)
 HX0880
 HX0880                         *CURRENT SURVEY CONTROL
 HX0880  ___________________________________________________________________
 HX0880* NAD 83(1986)-  38 01 27.     (N)    080 18 35.     (W)     SCALED    
 HX0880* NAVD 88     -       637.948  (meters)    2093.00   (feet)  ADJUSTED  
 HX0880  ___________________________________________________________________
 HX0880  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HX0880  DYNAMIC HT  -         637.413 (meters)    2091.25  (feet)  COMP
 HX0880  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 HX0880
 HX0880  VERT ORDER  -  FIRST     CLASS II
 HX0880
 HX0880.The horizontal coordinates were scaled from a topographic map and have
 HX0880.an estimated accuracy of +/- 6 seconds.
 HX0880
 HX0880.The orthometric height was determined by differential leveling
 HX0880.and adjusted by the National Geodetic Survey in June 1991..
 HX0880
 HX0880.The geoid height was determined by GEOID03.
 HX0880
 HX0880.The dynamic height is computed by dividing the NAVD 88
 HX0880.geopotential number by the normal gravity value computed on the
 HX0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0880.degrees latitude (g = 980.6199 gals.).
 HX0880
 HX0880.The modeled gravity was interpolated from observed gravity values.
 HX0880
 HX0880;                    North         East    Units  Estimated Accuracy
 HX0880;SPC WV S     -   113,900.      660,600.      MT  (+/- 180 meters Scaled)
 HX0880
 HX0880                          SUPERSEDED SURVEY CONTROL
 HX0880
 HX0880  NGVD 29 (??/??/92)  638.060  (m)         2093.37   (f) ADJ UNCH    1 2
 HX0880
 HX0880.Superseded values are not recommended for survey control.
 HX0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0880.See file dsdata.txt to determine how the superseded data were derived.
 HX0880
 HX0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC605087(NAD 83)
 HX0880_MARKER: DB = BENCH MARK DISK
 HX0880_SETTING: 66 = SET IN ROCK OUTCROP
 HX0880_SP_SET: ROCK OUTCROP
 HX0880_STAMPING: M 249 1962
 HX0880_MARK LOGO: CGS   
 HX0880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0880+STABILITY: POSITION/ELEVATION WELL
 HX0880
 HX0880  HISTORY     - Date     Condition        Report By
 HX0880  HISTORY     - 1962     MONUMENTED       CGS
 HX0880  HISTORY     - 1983     GOOD             NGS
 HX0880  HISTORY     - 1983     GOOD             NGS
 HX0880  HISTORY     - 1983     GOOD             NGS
 HX0880
 HX0880                          STATION DESCRIPTION
 HX0880
 HX0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0880'1.5 MI W FROM HORROCK.
 HX0880'0.4 MILE NORTH ALONG A GRADED ROAD FROM THE CROSSING OF THE
 HX0880'CHESAPEAKE AND OHIO RAILWAY AT HORROCK, THENCE ABOUT 1.1 MILES
 HX0880'SOUTHWEST ALONG A BLACK TOP ROAD, AT THE JUNCTION OF A GRADED
 HX0880'ROAD LEADING NORTHEAST, SET ON TOP OF A ROCK OUTCROP THAT IS ABOUT
 HX0880'8-BY 18-FOOT LONG, THE LARGEST ONE OF SEVERAL OUTCROPPED ROCKS
 HX0880'IN THE AREA, AT THE SOUTHWEST CORNER OF A LARGE PASTURE FIELD,
 HX0880'31 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 169 FEET EAST OF
 HX0880'THE CENTER OF THE JUNCTION, 120 FEET SOUTHWEST OF A LONE 3-FOOT
 HX0880'MAPLE TREE, 100.5 FEET WEST OF A POWER POLE 852-R32 WHICH IS
 HX0880'SUPPORTING A TRANSFORMER, 13 1/2 FEET NORTH OF THE RIGHT OF WAY
 HX0880'FENCE, 28 FEET EAST OF A T FENCE JUNCTION, 1 FOOT SOUTHEAST OF
 HX0880'THE NORTHWEST EDGE OF THE ROCK, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX0880'OF THE ROAD.
 HX0880
 HX0880                          STATION RECOVERY (1983)
 HX0880
 HX0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0880'RECOVERED IN GOOD CONDITION.
 HX0880
 HX0880                          STATION RECOVERY (1983)
 HX0880
 HX0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0880'RECOVERED IN GOOD CONDITION.
 HX0880
 HX0880                          STATION RECOVERY (1983)
 HX0880
 HX0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1692 ***********************************************************************
 HX1692  DESIGNATION -  M 25
 HX1692  PID         -  HX1692
 HX1692  STATE/COUNTY-  WV/CALHOUN
 HX1692  USGS QUAD   -  MILLSTONE (1965)
 HX1692
 HX1692                         *CURRENT SURVEY CONTROL
 HX1692  ___________________________________________________________________
 HX1692* NAD 83(1986)-  38 51 10.     (N)    081 07 21.     (W)     SCALED    
 HX1692* NAVD 88     -       334.970  (meters)    1098.98   (feet)  ADJUSTED  
 HX1692  ___________________________________________________________________
 HX1692  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HX1692  DYNAMIC HT  -         334.753 (meters)    1098.27  (feet)  COMP
 HX1692  MODELED GRAV-     979,968.8   (mgal)                       NAVD 88
 HX1692
 HX1692  VERT ORDER  -  SECOND    CLASS 0
 HX1692
 HX1692.The horizontal coordinates were scaled from a topographic map and have
 HX1692.an estimated accuracy of +/- 6 seconds.
 HX1692
 HX1692.The orthometric height was determined by differential leveling
 HX1692.and adjusted by the National Geodetic Survey in June 1991..
 HX1692
 HX1692.The geoid height was determined by GEOID03.
 HX1692
 HX1692.The dynamic height is computed by dividing the NAVD 88
 HX1692.geopotential number by the normal gravity value computed on the
 HX1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1692.degrees latitude (g = 980.6199 gals.).
 HX1692
 HX1692.The modeled gravity was interpolated from observed gravity values.
 HX1692
 HX1692;                    North         East    Units  Estimated Accuracy
 HX1692;SPC WV S     -   205,650.      589,370.      MT  (+/- 180 meters Scaled)
 HX1692
 HX1692                          SUPERSEDED SURVEY CONTROL
 HX1692
 HX1692  NGVD 29 (??/??/92)  335.138  (m)         1099.53   (f) ADJ UNCH    2 0
 HX1692
 HX1692.Superseded values are not recommended for survey control.
 HX1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1692.See file dsdata.txt to determine how the superseded data were derived.
 HX1692
 HX1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD893004(NAD 83)
 HX1692_MARKER: DB = BENCH MARK DISK
 HX1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1692_STAMPING: M 25 1935
 HX1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1692+STABILITY: SURFACE MOTION
 HX1692
 HX1692  HISTORY     - Date     Condition        Report By
 HX1692  HISTORY     - 1935     MONUMENTED       CGS
 HX1692  HISTORY     - 1956     GOOD             NGS
 HX1692
 HX1692                          STATION DESCRIPTION
 HX1692
 HX1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1692'5 MI N FROM MILLSTONE.
 HX1692'5.0 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 HX1692'MILLSTONE, CALHOUN COUNTY, ABOUT 350 FEET SOUTH OF A WHITE
 HX1692'BUNGALOW, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET
 HX1692'NORTHEAST OF THE NORTH END OF A CABLE FENCE, 3 FEET WEST OF A
 HX1692'WOODEN RAIL FENCE, AND 2 FEET LOWER THAN THE ROADWAY.  A STANDARD
 HX1692'DISK, STAMPED M 25 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0904 ***********************************************************************
 HX0904  DESIGNATION -  M 250
 HX0904  PID         -  HX0904
 HX0904  STATE/COUNTY-  WV/POCAHONTAS
 HX0904  USGS QUAD   -  DROOP (1995)
 HX0904
 HX0904                         *CURRENT SURVEY CONTROL
 HX0904  ___________________________________________________________________
 HX0904* NAD 83(1986)-  38 07 04.     (N)    080 17 45.     (W)     SCALED    
 HX0904* NAVD 88     -       796.408  (meters)    2612.88   (feet)  ADJUSTED  
 HX0904  ___________________________________________________________________
 HX0904  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HX0904  DYNAMIC HT  -         795.740 (meters)    2610.69  (feet)  COMP
 HX0904  MODELED GRAV-     979,763.7   (mgal)                       NAVD 88
 HX0904
 HX0904  VERT ORDER  -  SECOND    CLASS 0
 HX0904
 HX0904.The horizontal coordinates were scaled from a topographic map and have
 HX0904.an estimated accuracy of +/- 6 seconds.
 HX0904
 HX0904.The orthometric height was determined by differential leveling
 HX0904.and adjusted by the National Geodetic Survey in June 1991..
 HX0904
 HX0904.The geoid height was determined by GEOID03.
 HX0904
 HX0904.The dynamic height is computed by dividing the NAVD 88
 HX0904.geopotential number by the normal gravity value computed on the
 HX0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0904.degrees latitude (g = 980.6199 gals.).
 HX0904
 HX0904.The modeled gravity was interpolated from observed gravity values.
 HX0904
 HX0904;                    North         East    Units  Estimated Accuracy
 HX0904;SPC WV S     -   124,300.      661,750.      MT  (+/- 180 meters Scaled)
 HX0904
 HX0904                          SUPERSEDED SURVEY CONTROL
 HX0904
 HX0904  NGVD 29 (??/??/92)  796.496  (m)         2613.17   (f) ADJ UNCH    2 0
 HX0904
 HX0904.Superseded values are not recommended for survey control.
 HX0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0904.See file dsdata.txt to determine how the superseded data were derived.
 HX0904
 HX0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC617191(NAD 83)
 HX0904_MARKER: DB = BENCH MARK DISK
 HX0904_SETTING: 66 = SET IN ROCK OUTCROP
 HX0904_SP_SET: ROCK LEDGE
 HX0904_STAMPING: M 250 1962
 HX0904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0904+STABILITY: POSITION/ELEVATION WELL
 HX0904
 HX0904  HISTORY     - Date     Condition        Report By
 HX0904  HISTORY     - 1962     MONUMENTED       CGS
 HX0904  HISTORY     - 1983     GOOD             NGS
 HX0904
 HX0904                          STATION DESCRIPTION
 HX0904
 HX0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0904'1.3 MI S FROM LOBELIA.
 HX0904'1.3 MILES SOUTH ALONG BLACK TOP ROAD FROM JUNCTION OF GRADED ROAD
 HX0904'AT LOBELIA, ABOUT 0.2 MILES SOUTH OF THE INTERSECTION OF A EAST
 HX0904'AND WEST GRADED ROAD, (ROAD LEADING WEST RUNS TO BRIERY KNOB
 HX0904'LOOKOUT TOWER), ABOUT 0.5 MILES NORTH OF TWO 8-FOOT GALVANIZED
 HX0904'PIPES OVER RUSH RUN AND UNDER THE ROAD, SET VERTICALLY IN THE
 HX0904'WEST FACE OF A ROCK LEDGE ABOUT 18 FEET BY 1 1/2 FEET WIDE IN A
 HX0904'ROCK CUT ABOUT 60 YARDS LONG, 11 FEET EAST OF THE CENTER LINE
 HX0904'OF THE ROAD, 105 FEET NORTH OF THE SOUTH END OF THE ROCK CUT,
 HX0904'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND ABOUT 2 FEET
 HX0904'ABOVE THE LEVEL OF THE GROUND.
 HX0904
 HX0904                          STATION RECOVERY (1983)
 HX0904
 HX0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0940 ***********************************************************************
 HX0940  DESIGNATION -  M 251
 HX0940  PID         -  HX0940
 HX0940  STATE/COUNTY-  WV/GREENBRIER
 HX0940  USGS QUAD   -  TROUT (1995)
 HX0940
 HX0940                         *CURRENT SURVEY CONTROL
 HX0940  ___________________________________________________________________
 HX0940* NAD 83(1986)-  38 03 51.     (N)    080 25 33.     (W)     SCALED    
 HX0940* NAVD 88     -       756.274  (meters)    2481.21   (feet)  ADJUSTED  
 HX0940  ___________________________________________________________________
 HX0940  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0940  DYNAMIC HT  -         755.633 (meters)    2479.11  (feet)  COMP
 HX0940  MODELED GRAV-     979,756.4   (mgal)                       NAVD 88
 HX0940
 HX0940  VERT ORDER  -  SECOND    CLASS 0
 HX0940
 HX0940.The horizontal coordinates were scaled from a topographic map and have
 HX0940.an estimated accuracy of +/- 6 seconds.
 HX0940
 HX0940.The orthometric height was determined by differential leveling
 HX0940.and adjusted by the National Geodetic Survey in June 1991..
 HX0940
 HX0940.The geoid height was determined by GEOID03.
 HX0940
 HX0940.The dynamic height is computed by dividing the NAVD 88
 HX0940.geopotential number by the normal gravity value computed on the
 HX0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0940.degrees latitude (g = 980.6199 gals.).
 HX0940
 HX0940.The modeled gravity was interpolated from observed gravity values.
 HX0940
 HX0940;                    North         East    Units  Estimated Accuracy
 HX0940;SPC WV S     -   118,270.      650,380.      MT  (+/- 180 meters Scaled)
 HX0940
 HX0940                          SUPERSEDED SURVEY CONTROL
 HX0940
 HX0940  NGVD 29 (??/??/92)  756.373  (m)         2481.53   (f) ADJ UNCH    2 0
 HX0940
 HX0940.Superseded values are not recommended for survey control.
 HX0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0940.See file dsdata.txt to determine how the superseded data were derived.
 HX0940
 HX0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC503130(NAD 83)
 HX0940_MARKER: DB = BENCH MARK DISK
 HX0940_SETTING: 66 = SET IN ROCK OUTCROP
 HX0940_SP_SET: PROJECTING ROCK
 HX0940_STAMPING: M 251 1962
 HX0940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0940+STABILITY: POSITION/ELEVATION WELL
 HX0940
 HX0940  HISTORY     - Date     Condition        Report By
 HX0940  HISTORY     - 1962     MONUMENTED       CGS
 HX0940
 HX0940                          STATION DESCRIPTION
 HX0940
 HX0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0940'2.2 MI SW FROM LEONARD.
 HX0940'2.2 MILES SOUTHWEST ALONG SPRING CREEK ROAD FROM THE SCHOOL AT
 HX0940'LEONARD, ABOUT 0.2 MILE EAST OF WHAT WAS FORMERLY BALDWIN SCHOOL,
 HX0940'SET VERTICALLY IN THE SOUTHEAST FACE OF A LARGE ROCK THAT IS
 HX0940'ABOUT 18-FOOT LONG AND PROJECTS OUT OF THE GROUND, 11 FEET NORTH
 HX0940'OF THE CENTER LINE OF THE ROAD, 1 FOOT ABOVE THE GROUND, AND
 HX0940'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- ABOUT 0.2 MILE
 HX0940'WEST OF A CHURCH HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0785 ***********************************************************************
 HX0785  DESIGNATION -  M 252
 HX0785  PID         -  HX0785
 HX0785  STATE/COUNTY-  WV/POCAHONTAS
 HX0785  USGS QUAD   -  WOODROW (1995)
 HX0785
 HX0785                         *CURRENT SURVEY CONTROL
 HX0785  ___________________________________________________________________
 HX0785* NAD 83(1986)-  38 18 36.     (N)    080 13 35.     (W)     SCALED    
 HX0785* NAVD 88     -      1222.986  (meters)    4012.41   (feet)  ADJUSTED  
 HX0785  ___________________________________________________________________
 HX0785  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0785  DYNAMIC HT  -        1221.979 (meters)    4009.11  (feet)  COMP
 HX0785  MODELED GRAV-     979,760.5   (mgal)                       NAVD 88
 HX0785
 HX0785  VERT ORDER  -  SECOND    CLASS 0
 HX0785
 HX0785.The horizontal coordinates were scaled from a topographic map and have
 HX0785.an estimated accuracy of +/- 6 seconds.
 HX0785
 HX0785.The orthometric height was determined by differential leveling
 HX0785.and adjusted by the National Geodetic Survey in June 1991..
 HX0785
 HX0785.The geoid height was determined by GEOID03.
 HX0785
 HX0785.The dynamic height is computed by dividing the NAVD 88
 HX0785.geopotential number by the normal gravity value computed on the
 HX0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0785.degrees latitude (g = 980.6199 gals.).
 HX0785
 HX0785.The modeled gravity was interpolated from observed gravity values.
 HX0785
 HX0785;                    North         East    Units  Estimated Accuracy
 HX0785;SPC WV S     -   145,680.      667,660.      MT  (+/- 180 meters Scaled)
 HX0785
 HX0785                          SUPERSEDED SURVEY CONTROL
 HX0785
 HX0785  NGVD 29 (??/??/92) 1223.080  (m)         4012.72   (f) ADJ UNCH    2 0
 HX0785
 HX0785.Superseded values are not recommended for survey control.
 HX0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0785.See file dsdata.txt to determine how the superseded data were derived.
 HX0785
 HX0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC676404(NAD 83)
 HX0785_MARKER: DB = BENCH MARK DISK
 HX0785_SETTING: 66 = SET IN ROCK OUTCROP
 HX0785_SP_SET: PROJECTING ROCK
 HX0785_STAMPING: M 252 1962
 HX0785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0785+STABILITY: POSITION/ELEVATION WELL
 HX0785
 HX0785  HISTORY     - Date     Condition        Report By
 HX0785  HISTORY     - 1962     MONUMENTED       CGS
 HX0785  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0785
 HX0785                          STATION DESCRIPTION
 HX0785
 HX0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0785'7.4 MI NW FROM WOODROW.
 HX0785'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0785'GRADE SCHOOL, THENCE 6.1 MILES NORTHWEST ALONG A U.S. FORESTRY
 HX0785'ROAD 76, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING TO
 HX0785'THE NORTHEAST AND NORTHWEST, ON TOP OF THE WEST END OF A ROCK
 HX0785'THAT IS ABOUT 8-FOOT LONG AND 2 1/2-FOOT HIGH AND PROJECTS OUT
 HX0785'OF THE GROUND, 1-FOOT EAST OF THE WEST END OF THE ROCK, 66 FEET
 HX0785'WEST OF A 24-INCH PIPE CULVERT, 43 FEET SOUTHWEST OF THE CENTER
 HX0785'LINE OF THE ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0785
 HX0785                          STATION RECOVERY (1973)
 HX0785
 HX0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0643 ***********************************************************************
 HX0643  DESIGNATION -  M 253
 HX0643  PID         -  HX0643
 HX0643  STATE/COUNTY-  WV/RANDOLPH
 HX0643  USGS QUAD   -  MINGO (1995)
 HX0643
 HX0643                         *CURRENT SURVEY CONTROL
 HX0643  ___________________________________________________________________
 HX0643* NAD 83(1986)-  38 28 04.     (N)    080 02 04.     (W)     SCALED    
 HX0643* NAVD 88     -       972.945  (meters)    3192.07   (feet)  ADJUSTED  
 HX0643  ___________________________________________________________________
 HX0643  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HX0643  DYNAMIC HT  -         972.150 (meters)    3189.46  (feet)  COMP
 HX0643  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 HX0643
 HX0643  VERT ORDER  -  FIRST     CLASS II
 HX0643
 HX0643.The horizontal coordinates were scaled from a topographic map and have
 HX0643.an estimated accuracy of +/- 6 seconds.
 HX0643
 HX0643.The orthometric height was determined by differential leveling
 HX0643.and adjusted by the National Geodetic Survey in June 1991..
 HX0643
 HX0643.The geoid height was determined by GEOID03.
 HX0643
 HX0643.The dynamic height is computed by dividing the NAVD 88
 HX0643.geopotential number by the normal gravity value computed on the
 HX0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0643.degrees latitude (g = 980.6199 gals.).
 HX0643
 HX0643.The modeled gravity was interpolated from observed gravity values.
 HX0643
 HX0643;                    North         East    Units  Estimated Accuracy
 HX0643;SPC WV S     -   163,350.      684,260.      MT  (+/- 180 meters Scaled)
 HX0643
 HX0643                          SUPERSEDED SURVEY CONTROL
 HX0643
 HX0643  NGVD 29 (??/??/92)  973.015  (m)         3192.30   (f) ADJ UNCH    1 2
 HX0643
 HX0643.Superseded values are not recommended for survey control.
 HX0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0643.See file dsdata.txt to determine how the superseded data were derived.
 HX0643
 HX0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC842581(NAD 83)
 HX0643_MARKER: DB = BENCH MARK DISK
 HX0643_SETTING: 66 = SET IN ROCK OUTCROP
 HX0643_SP_SET: ROCK CUT
 HX0643_STAMPING: M 253 1962
 HX0643_MARK LOGO: CGS   
 HX0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0643+STABILITY: POSITION/ELEVATION WELL
 HX0643
 HX0643  HISTORY     - Date     Condition        Report By
 HX0643  HISTORY     - 1962     MONUMENTED       CGS
 HX0643  HISTORY     - 1983     GOOD             NGS
 HX0643
 HX0643                          STATION DESCRIPTION
 HX0643
 HX0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0643'1 MI NW FROM MACE.
 HX0643'1.00 MILE NORTHWEST ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 HX0643'AT MACE, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CUT
 HX0643'THAT IS ABOUT 250 YARDS LONG AND 12-FOOT HIGH, 102 FEET SOUTHEAST
 HX0643'OF THE NORTHWEST END OF THE CUT, 94 1/2 FEET EAST OF THE CENTER
 HX0643'OF THE JUNCTION OF THE HIGHWAY AND A PRIVATE DRIVE LEADING
 HX0643'SOUTHWEST TO A BARN, 14 FEET NORTHEAST OF THE CENTER LINE OF THE
 HX0643'HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 HX0643'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 HX0643
 HX0643                          STATION RECOVERY (1983)
 HX0643
 HX0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0074 ***********************************************************************
 GX0074  DESIGNATION -  M 254
 GX0074  PID         -  GX0074
 GX0074  STATE/COUNTY-  WV/GREENBRIER
 GX0074  USGS QUAD   -  ANTHONY (1995)
 GX0074
 GX0074                         *CURRENT SURVEY CONTROL
 GX0074  ___________________________________________________________________
 GX0074* NAD 83(1986)-  37 59 49.     (N)    080 19 25.     (W)     SCALED    
 GX0074* NAVD 88     -       575.800  (meters)    1889.10   (feet)  ADJUSTED  
 GX0074  ___________________________________________________________________
 GX0074  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0074  DYNAMIC HT  -         575.320 (meters)    1887.53  (feet)  COMP
 GX0074  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 GX0074
 GX0074  VERT ORDER  -  SECOND    CLASS 0
 GX0074
 GX0074.The horizontal coordinates were scaled from a topographic map and have
 GX0074.an estimated accuracy of +/- 6 seconds.
 GX0074
 GX0074.The orthometric height was determined by differential leveling
 GX0074.and adjusted by the National Geodetic Survey in June 1991..
 GX0074
 GX0074.The geoid height was determined by GEOID03.
 GX0074
 GX0074.The dynamic height is computed by dividing the NAVD 88
 GX0074.geopotential number by the normal gravity value computed on the
 GX0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0074.degrees latitude (g = 980.6199 gals.).
 GX0074
 GX0074.The modeled gravity was interpolated from observed gravity values.
 GX0074
 GX0074;                    North         East    Units  Estimated Accuracy
 GX0074;SPC WV S     -   110,870.      659,410.      MT  (+/- 180 meters Scaled)
 GX0074
 GX0074                          SUPERSEDED SURVEY CONTROL
 GX0074
 GX0074  NGVD 29 (??/??/92)  575.926  (m)         1889.52   (f) ADJ UNCH    2 0
 GX0074
 GX0074.Superseded values are not recommended for survey control.
 GX0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0074.See file dsdata.txt to determine how the superseded data were derived.
 GX0074
 GX0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC593056(NAD 83)
 GX0074_MARKER: DB = BENCH MARK DISK
 GX0074_SETTING: 66 = SET IN ROCK OUTCROP
 GX0074_SP_SET: ROCK CLIFF
 GX0074_STAMPING: M 254 1962
 GX0074
 GX0074  HISTORY     - Date     Condition        Report By
 GX0074  HISTORY     - UNK      MONUMENTED
 GX0074
 GX0074                          STATION DESCRIPTION
 GX0074
 GX0074'DESCRIBED UNK
 GX0074'1.8 MI NE FROM RENCIK.
 GX0074'ABOUT 1.8 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0074'FROM THE STATION AT RENICK, ABOUT 62 RAILS WEST OF MILEPOST 27,
 GX0074'ON THE INSIDE ABOUT 105 YARDS WEST OF THE EAST END OF A CURVE, 26
 GX0074'FEET NORTH OF THE NORTH RAIL, SET VERTICALLY IN THE SOUTH FACE OF
 GX0074'A ROCK CLIFF, ABOUT 2 FEET ABOVE THE GROUND, AND ABOUT 3 FEET
 GX0074'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0686 ***********************************************************************
 HX0686  DESIGNATION -  M 255
 HX0686  PID         -  HX0686
 HX0686  STATE/COUNTY-  WV/POCAHONTAS
 HX0686  USGS QUAD   -  SHARP KNOB (1995)
 HX0686
 HX0686                         *CURRENT SURVEY CONTROL
 HX0686  ___________________________________________________________________
 HX0686* NAD 83(1986)-  38 25 44.     (N)    080 11 09.     (W)     SCALED    
 HX0686* NAVD 88     -      1170.110  (meters)    3838.94   (feet)  ADJUSTED  
 HX0686  ___________________________________________________________________
 HX0686  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0686  DYNAMIC HT  -        1169.178 (meters)    3835.88  (feet)  COMP
 HX0686  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 HX0686
 HX0686  VERT ORDER  -  SECOND    CLASS 0
 HX0686
 HX0686.The horizontal coordinates were scaled from a topographic map and have
 HX0686.an estimated accuracy of +/- 6 seconds.
 HX0686
 HX0686.The orthometric height was determined by differential leveling
 HX0686.and adjusted by the National Geodetic Survey in June 1991..
 HX0686
 HX0686.The geoid height was determined by GEOID03.
 HX0686
 HX0686.The dynamic height is computed by dividing the NAVD 88
 HX0686.geopotential number by the normal gravity value computed on the
 HX0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0686.degrees latitude (g = 980.6199 gals.).
 HX0686
 HX0686.The modeled gravity was interpolated from observed gravity values.
 HX0686
 HX0686;                    North         East    Units  Estimated Accuracy
 HX0686;SPC WV S     -   158,900.      671,090.      MT  (+/- 180 meters Scaled)
 HX0686
 HX0686                          SUPERSEDED SURVEY CONTROL
 HX0686
 HX0686  NGVD 29 (??/??/92) 1170.227  (m)         3839.32   (f) ADJ UNCH    2 0
 HX0686
 HX0686.Superseded values are not recommended for survey control.
 HX0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0686.See file dsdata.txt to determine how the superseded data were derived.
 HX0686
 HX0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC710537(NAD 83)
 HX0686_MARKER: DB = BENCH MARK DISK
 HX0686_SETTING: 66 = SET IN ROCK OUTCROP
 HX0686_SP_SET: ROCK LEDGE
 HX0686_STAMPING: M 255 1962
 HX0686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0686+STABILITY: POSITION/ELEVATION WELL
 HX0686
 HX0686  HISTORY     - Date     Condition        Report By
 HX0686  HISTORY     - 1962     MONUMENTED       CGS
 HX0686
 HX0686                          STATION DESCRIPTION
 HX0686
 HX0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0686'20.3 MI SE FROM BOLAIR.
 HX0686'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0686'BOLAIR, THENCE 20.1 MILES SOUTHEAST ALONG GAULEY RIVER ROAD,
 HX0686'ABOUT 0.8 MILE WEST OF THE JUNCTION OF A ROAD LEADING NORTHEAST,
 HX0686'ON THE WEST SLOPE OF A HILL, ON TOP OF A ROCK LEDGE ALONG THE
 HX0686'NORTH EDGE OF WHAT COULD HAVE ONCE BEEN A ROAD, (NOW JUST A
 HX0686'GULLEY) 82 FEET EAST OF A TELEPHONE POLE 507, 37 FEET SOUTH OF
 HX0686'THE CENTER LINE OF THE ROAD, 0.9 FOOT NORTHWEST OF THE SOUTHEAST
 HX0686'CORNER OF THE LEDGE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 HX0686'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0595 ***********************************************************************
 HX0595  DESIGNATION -  M 256
 HX0595  PID         -  HX0595
 HX0595  STATE/COUNTY-  WV/POCAHONTAS
 HX0595  USGS QUAD   -  MINGO (1995)
 HX0595
 HX0595                         *CURRENT SURVEY CONTROL
 HX0595  ___________________________________________________________________
 HX0595* NAD 83(1986)-  38 27 05.     (N)    080 07 23.     (W)     SCALED    
 HX0595* NAVD 88     -       777.167  (meters)    2549.76   (feet)  ADJUSTED  
 HX0595  ___________________________________________________________________
 HX0595  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0595  DYNAMIC HT  -         776.547 (meters)    2547.72  (feet)  COMP
 HX0595  MODELED GRAV-     979,803.7   (mgal)                       NAVD 88
 HX0595
 HX0595  VERT ORDER  -  SECOND    CLASS 0
 HX0595
 HX0595.The horizontal coordinates were scaled from a topographic map and have
 HX0595.an estimated accuracy of +/- 6 seconds.
 HX0595
 HX0595.The orthometric height was determined by differential leveling
 HX0595.and adjusted by the National Geodetic Survey in June 1991..
 HX0595
 HX0595.The geoid height was determined by GEOID03.
 HX0595
 HX0595.The dynamic height is computed by dividing the NAVD 88
 HX0595.geopotential number by the normal gravity value computed on the
 HX0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0595.degrees latitude (g = 980.6199 gals.).
 HX0595
 HX0595.The modeled gravity was interpolated from observed gravity values.
 HX0595
 HX0595;                    North         East    Units  Estimated Accuracy
 HX0595;SPC WV S     -   161,450.      676,540.      MT  (+/- 180 meters Scaled)
 HX0595
 HX0595                          SUPERSEDED SURVEY CONTROL
 HX0595
 HX0595  NGVD 29 (??/??/92)  777.268  (m)         2550.09   (f) ADJ UNCH    2 0
 HX0595
 HX0595.Superseded values are not recommended for survey control.
 HX0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0595.See file dsdata.txt to determine how the superseded data were derived.
 HX0595
 HX0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC765562(NAD 83)
 HX0595_MARKER: DB = BENCH MARK DISK
 HX0595_SETTING: 80 = SET IN A BOULDER
 HX0595_SP_SET: BOULDER
 HX0595_STAMPING: M 256 1962
 HX0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0595+STABILITY: SURFACE MOTION
 HX0595
 HX0595  HISTORY     - Date     Condition        Report By
 HX0595  HISTORY     - 1962     MONUMENTED       CGS
 HX0595
 HX0595                          STATION DESCRIPTION
 HX0595
 HX0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0595'3 MI N FROM SLATY FORK.
 HX0595'3.0 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HX0595'POST OFFICE AT SLATY FORK, ON THE INSIDE OF A LONG CURVE WITH
 HX0595'TANGENTS EXTENDING NORTH AND WEST, BETWEEN THE TRACK AND THE ELK
 HX0595'RIVER AT MILEPOST 56-6, 102 FEET SOUTHWEST AND ACROSS THE TRACK
 HX0595'FROM THE NORTH END OF A LARGE SHALE CUT, ON TOP OF THE SOUTHWEST
 HX0595'EDGE OF A ROCK THAT IS ABOUT 15-BY 7-FOOT WIDE AT THE NORTHEAST
 HX0595'END, 21.4 FEET WEST OF THE WEST RAIL, 10.0 FEET NORTHWEST OF
 HX0595'THE MILEPOST, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0038 ***********************************************************************
 HX0038  DESIGNATION -  M 257
 HX0038  PID         -  HX0038
 HX0038  STATE/COUNTY-  WV/RANDOLPH
 HX0038  USGS QUAD   -  SAMP (1995)
 HX0038
 HX0038                         *CURRENT SURVEY CONTROL
 HX0038  ___________________________________________________________________
 HX0038* NAD 83(1986)-  38 33 38.     (N)    080 07 34.     (W)     SCALED    
 HX0038* NAVD 88     -      1138.888  (meters)    3736.50   (feet)  ADJUSTED  
 HX0038  ___________________________________________________________________
 HX0038  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HX0038  DYNAMIC HT  -        1137.944 (meters)    3733.40  (feet)  COMP
 HX0038  MODELED GRAV-     979,758.3   (mgal)                       NAVD 88
 HX0038
 HX0038  VERT ORDER  -  SECOND    CLASS 0
 HX0038
 HX0038.The horizontal coordinates were scaled from a topographic map and have
 HX0038.an estimated accuracy of +/- 6 seconds.
 HX0038
 HX0038.The orthometric height was determined by differential leveling
 HX0038.and adjusted by the National Geodetic Survey in June 1991..
 HX0038
 HX0038.The geoid height was determined by GEOID03.
 HX0038
 HX0038.The dynamic height is computed by dividing the NAVD 88
 HX0038.geopotential number by the normal gravity value computed on the
 HX0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0038.degrees latitude (g = 980.6199 gals.).
 HX0038
 HX0038.The modeled gravity was interpolated from observed gravity values.
 HX0038
 HX0038;                    North         East    Units  Estimated Accuracy
 HX0038;SPC WV S     -   173,570.      676,160.      MT  (+/- 180 meters Scaled)
 HX0038
 HX0038                          SUPERSEDED SURVEY CONTROL
 HX0038
 HX0038  NGVD 29 (??/??/92) 1138.971  (m)         3736.77   (f) ADJ UNCH    2 0
 HX0038
 HX0038.Superseded values are not recommended for survey control.
 HX0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0038.See file dsdata.txt to determine how the superseded data were derived.
 HX0038
 HX0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC761683(NAD 83)
 HX0038_MARKER: DB = BENCH MARK DISK
 HX0038_SETTING: 80 = SET IN A BOULDER
 HX0038_SP_SET: BOULDER
 HX0038_STAMPING: M 257 1962
 HX0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0038+STABILITY: SURFACE MOTION
 HX0038
 HX0038  HISTORY     - Date     Condition        Report By
 HX0038  HISTORY     - 1962     MONUMENTED       CGS
 HX0038
 HX0038                          STATION DESCRIPTION
 HX0038
 HX0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0038'1.8 MI W FROM MONTERVILLE.
 HX0038'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY 15 FROM THE ELEMENTARY
 HX0038'SCHOOL AT MONTERVILLE, OF THE OUTSIDE OF A CURVE WITH TANGENTS
 HX0038'EXTENDING WEST AND SOUTHEAST, 19.5 FEET NORTH OF CENTER LINE OF
 HX0038'HIGHWAY, ABOUT LEVEL WITH HIGHWAY, 185 FEET WEST OF NORTH END
 HX0038'OF AN 18 INCH PIPE CULVERT, AND SET VERTICALLY IN SOUTH FACE
 HX0038'OF A 15 FOOT LONG-BY-2 1/2 FOOT HIGH EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0589 ***********************************************************************
 HX0589  DESIGNATION -  M 258
 HX0589  PID         -  HX0589
 HX0589  STATE/COUNTY-  WV/WEBSTER
 HX0589  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0589
 HX0589                         *CURRENT SURVEY CONTROL
 HX0589  ___________________________________________________________________
 HX0589* NAD 83(1986)-  38 29 38.     (N)    080 25 08.     (W)     SCALED    
 HX0589* NAVD 88     -       646.473  (meters)    2120.97   (feet)  ADJUSTED  
 HX0589  ___________________________________________________________________
 HX0589  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX0589  DYNAMIC HT  -         645.987 (meters)    2119.38  (feet)  COMP
 HX0589  MODELED GRAV-     979,854.9   (mgal)                       NAVD 88
 HX0589
 HX0589  VERT ORDER  -  SECOND    CLASS 0
 HX0589
 HX0589.The horizontal coordinates were scaled from a topographic map and have
 HX0589.an estimated accuracy of +/- 6 seconds.
 HX0589
 HX0589.The orthometric height was determined by differential leveling
 HX0589.and adjusted by the National Geodetic Survey in June 1991..
 HX0589
 HX0589.The geoid height was determined by GEOID03.
 HX0589
 HX0589.The dynamic height is computed by dividing the NAVD 88
 HX0589.geopotential number by the normal gravity value computed on the
 HX0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0589.degrees latitude (g = 980.6199 gals.).
 HX0589
 HX0589.The modeled gravity was interpolated from observed gravity values.
 HX0589
 HX0589;                    North         East    Units  Estimated Accuracy
 HX0589;SPC WV S     -   165,970.      650,690.      MT  (+/- 180 meters Scaled)
 HX0589
 HX0589                          SUPERSEDED SURVEY CONTROL
 HX0589
 HX0589  NGVD 29 (??/??/92)  646.639  (m)         2121.51   (f) ADJ UNCH    2 0
 HX0589
 HX0589.Superseded values are not recommended for survey control.
 HX0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0589.See file dsdata.txt to determine how the superseded data were derived.
 HX0589
 HX0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC506607(NAD 83)
 HX0589_MARKER: DB = BENCH MARK DISK
 HX0589_SETTING: 66 = SET IN ROCK OUTCROP
 HX0589_SP_SET: ROCK CUT
 HX0589_STAMPING: M 258 1962
 HX0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0589+STABILITY: POSITION/ELEVATION WELL
 HX0589
 HX0589  HISTORY     - Date     Condition        Report By
 HX0589  HISTORY     - 1962     MONUMENTED       CGS
 HX0589
 HX0589                          STATION DESCRIPTION
 HX0589
 HX0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0589'1.8 MI N FROM WEBSTER SPRINGS.
 HX0589'1.8 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 HX0589'HIGHWAYS 20 AND 15 AT WEBSTER SPRINGS, 0.5 MILE SOUTH OF LAUREL
 HX0589'MOUNTAIN METHODIST CHURCH, ON THE OUTSIDE OF A CURVE WITH THE
 HX0589'TANGENTS EXTENDING TO THE NORTH AND SOUTHWEST, SET VERTICALLY
 HX0589'IN THE SOUTHWEST FACE OF A LARGE ROCK CUT, 64 FEET NORTH OF THE
 HX0589'EAST END OF A 24-INCH PIPE CULVERT THAT IS FOR A SMALL STREAM,
 HX0589'18 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 HX0589'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0194 ***********************************************************************
 HX0194  DESIGNATION -  M 259
 HX0194  PID         -  HX0194
 HX0194  STATE/COUNTY-  WV/WEBSTER
 HX0194  USGS QUAD   -  HACKER VALLEY (1967)
 HX0194
 HX0194                         *CURRENT SURVEY CONTROL
 HX0194  ___________________________________________________________________
 HX0194* NAD 83(1986)-  38 40 02.     (N)    080 22 38.     (W)     SCALED    
 HX0194* NAVD 88     -       523.927  (meters)    1718.92   (feet)  ADJUSTED  
 HX0194  ___________________________________________________________________
 HX0194  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HX0194  DYNAMIC HT  -         523.557 (meters)    1717.70  (feet)  COMP
 HX0194  MODELED GRAV-     979,903.8   (mgal)                       NAVD 88
 HX0194
 HX0194  VERT ORDER  -  SECOND    CLASS 0
 HX0194
 HX0194.The horizontal coordinates were scaled from a topographic map and have
 HX0194.an estimated accuracy of +/- 6 seconds.
 HX0194
 HX0194.The orthometric height was determined by differential leveling
 HX0194.and adjusted by the National Geodetic Survey in June 1991..
 HX0194
 HX0194.The geoid height was determined by GEOID03.
 HX0194
 HX0194.The dynamic height is computed by dividing the NAVD 88
 HX0194.geopotential number by the normal gravity value computed on the
 HX0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0194.degrees latitude (g = 980.6199 gals.).
 HX0194
 HX0194.The modeled gravity was interpolated from observed gravity values.
 HX0194
 HX0194;                    North         East    Units  Estimated Accuracy
 HX0194;SPC WV S     -   185,230.      654,200.      MT  (+/- 180 meters Scaled)
 HX0194
 HX0194                          SUPERSEDED SURVEY CONTROL
 HX0194
 HX0194  NGVD 29 (??/??/92)  524.097  (m)         1719.47   (f) ADJ UNCH    2 0
 HX0194
 HX0194.Superseded values are not recommended for survey control.
 HX0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0194.See file dsdata.txt to determine how the superseded data were derived.
 HX0194
 HX0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC541800(NAD 83)
 HX0194_MARKER: DB = BENCH MARK DISK
 HX0194_SETTING: 66 = SET IN ROCK OUTCROP
 HX0194_SP_SET: ROCK CUT
 HX0194_STAMPING: M 259 1962
 HX0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0194+STABILITY: POSITION/ELEVATION WELL
 HX0194
 HX0194  HISTORY     - Date     Condition        Report By
 HX0194  HISTORY     - 1962     MONUMENTED       CGS
 HX0194
 HX0194                          STATION DESCRIPTION
 HX0194
 HX0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0194'1.9 MI N FROM HACKER VALLEY.
 HX0194'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX0194'OFFICE AT HACKER VALLEY, 0.4 MILE SOUTH OF THE MAIN ENTRANCE
 HX0194'TO THE HOLLY RIVER STATE PARK, SET VERTICALLY IN THE SOUTHEAST
 HX0194'FACE OF A PART OF A ROCK CUT, 20 FEET NORTHWEST OF THE CENTER
 HX0194'LINE OF THE HIGHWAY, 1 1/2 FEET WEST OF THE SOUTHEAST CORNER
 HX0194'OF A V SHAPED ROCK, 6 FEET NORTHEAST OF A TELEPHONE POLE 241,
 HX0194'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1029 ***********************************************************************
 JX1029  DESIGNATION -  M 26
 JX1029  PID         -  JX1029
 JX1029  STATE/COUNTY-  WV/PLEASANTS
 JX1029  USGS QUAD   -  SCHULTZ (1975)
 JX1029
 JX1029                         *CURRENT SURVEY CONTROL
 JX1029  ___________________________________________________________________
 JX1029* NAD 83(1986)-  39 20 37.     (N)    081 07 32.     (W)     SCALED    
 JX1029* NAVD 88     -       329.294  (meters)    1080.36   (feet)  ADJUSTED  
 JX1029  ___________________________________________________________________
 JX1029  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JX1029  DYNAMIC HT  -         329.088 (meters)    1079.68  (feet)  COMP
 JX1029  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 JX1029
 JX1029  VERT ORDER  -  SECOND    CLASS 0
 JX1029
 JX1029.The horizontal coordinates were scaled from a topographic map and have
 JX1029.an estimated accuracy of +/- 6 seconds.
 JX1029
 JX1029.The orthometric height was determined by differential leveling
 JX1029.and adjusted by the National Geodetic Survey in June 1991..
 JX1029
 JX1029.The geoid height was determined by GEOID03.
 JX1029
 JX1029.The dynamic height is computed by dividing the NAVD 88
 JX1029.geopotential number by the normal gravity value computed on the
 JX1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1029.degrees latitude (g = 980.6199 gals.).
 JX1029
 JX1029.The modeled gravity was interpolated from observed gravity values.
 JX1029
 JX1029;                    North         East    Units  Estimated Accuracy
 JX1029;SPC WV N     -    94,920.      459,880.      MT  (+/- 180 meters Scaled)
 JX1029
 JX1029                          SUPERSEDED SURVEY CONTROL
 JX1029
 JX1029  NGVD 29 (??/??/92)  329.454  (m)         1080.88   (f) ADJ UNCH    2 0
 JX1029
 JX1029.Superseded values are not recommended for survey control.
 JX1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1029.See file dsdata.txt to determine how the superseded data were derived.
 JX1029
 JX1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD891549(NAD 83)
 JX1029_MARKER: DB = BENCH MARK DISK
 JX1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1029_STAMPING: M 26 1935
 JX1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1029+STABILITY: SURFACE MOTION
 JX1029
 JX1029  HISTORY     - Date     Condition        Report By
 JX1029  HISTORY     - 1935     MONUMENTED       CGS
 JX1029  HISTORY     - 1957     GOOD             NGS
 JX1029
 JX1029                          STATION DESCRIPTION
 JX1029
 JX1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX1029'3.5 MI NW FROM FINCH.
 JX1029'ABOUT 3.5 MILES NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 50 FROM
 JX1029'MT. OLIVET METHODIST CHURCH AND CEMETERY AT FINCH, AT MAXWELL,
 JX1029'29 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY, 32 FEET SOUTHWEST
 JX1029'OF CENTER OF JUNCTION OF HIGHWAY AND A DIM ROAD SOUTH, 115 1/2
 JX1029'FEET EAST-SOUTHEAST AND ACROSS DIM ROAD FROM A CONCRETE POST PAINTED
 JX1029'F 247/6, 47 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF NINEMILE
 JX1029'COMMUNITY BUILDING, 14 1/2 FEET NORTH OF A 4-INCH MAPLE TREE,
 JX1029'11 FEET SOUTHEAST OF CENTER OF DIM ROAD SOUTH, ABOUT 3 FEET BELOW
 JX1029'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT
 JX1029'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0334 ***********************************************************************
 HX0334  DESIGNATION -  M 260
 HX0334  PID         -  HX0334
 HX0334  STATE/COUNTY-  WV/RANDOLPH
 HX0334  USGS QUAD   -  VALLEY HEAD (1995)
 HX0334
 HX0334                         *CURRENT SURVEY CONTROL
 HX0334  ___________________________________________________________________
 HX0334* NAD 83(1986)-  38 37 12.     (N)    080 06 55.     (W)     SCALED    
 HX0334* NAVD 88     -      1110.721  (meters)    3644.09   (feet)  ADJUSTED  
 HX0334  ___________________________________________________________________
 HX0334  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HX0334  DYNAMIC HT  -        1109.810 (meters)    3641.10  (feet)  COMP
 HX0334  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 HX0334
 HX0334  VERT ORDER  -  SECOND    CLASS 0
 HX0334
 HX0334.The horizontal coordinates were scaled from a topographic map and have
 HX0334.an estimated accuracy of +/- 6 seconds.
 HX0334
 HX0334.The orthometric height was determined by differential leveling
 HX0334.and adjusted by the National Geodetic Survey in June 1991..
 HX0334
 HX0334.The geoid height was determined by GEOID03.
 HX0334
 HX0334.The dynamic height is computed by dividing the NAVD 88
 HX0334.geopotential number by the normal gravity value computed on the
 HX0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0334.degrees latitude (g = 980.6199 gals.).
 HX0334
 HX0334.The modeled gravity was interpolated from observed gravity values.
 HX0334
 HX0334;                    North         East    Units  Estimated Accuracy
 HX0334;SPC WV S     -   180,170.      677,040.      MT  (+/- 180 meters Scaled)
 HX0334
 HX0334                          SUPERSEDED SURVEY CONTROL
 HX0334
 HX0334  NGVD 29 (??/??/92) 1110.818  (m)         3644.41   (f) ADJ UNCH    2 0
 HX0334
 HX0334.Superseded values are not recommended for survey control.
 HX0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0334.See file dsdata.txt to determine how the superseded data were derived.
 HX0334
 HX0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC770749(NAD 83)
 HX0334_MARKER: DB = BENCH MARK DISK
 HX0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0334_STAMPING: M 260 1962
 HX0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0334+STABILITY: SURFACE MOTION
 HX0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX0334+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2004
 HX0334
 HX0334  HISTORY     - Date     Condition        Report By
 HX0334  HISTORY     - 1962     MONUMENTED       CGS
 HX0334  HISTORY     - 20041112 GOOD             INDIV
 HX0334
 HX0334                          STATION DESCRIPTION
 HX0334
 HX0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0334'5 MI N FROM MONTERVILLE.
 HX0334'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 HX0334'OFFICE AT MONTERVILLE, THENCE ABOUT 4.9 MILE NORTH ALONG COUNTY
 HX0334'ROAD 45, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING TO
 HX0334'THE SOUTHWEST AND NORTHWEST, 131 FEET SOUTH OF THE CENTER OF THE
 HX0334'JUNCTION OF A GRAVEL ROAD LEADING EAST TO KUMBRABOW STATE FOREST,
 HX0334'25 FEET EAST OF THE CENTER LINE OF THE ROAD, 94 FEET SOUTH OF A
 HX0334'SIGN READING KUMBRABOW STATE FOREST, 3 FEET SOUTH OF A STEEL
 HX0334'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND
 HX0334'IS SET IN THE TOP OF A CONCRETE POST THAT IS PROJECTING ABOUT
 HX0334'3 INCHES.
 HX0334
 HX0334                          STATION RECOVERY (2004)
 HX0334
 HX0334'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRI)
 HX0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0265 ***********************************************************************
 HX0265  DESIGNATION -  M 261
 HX0265  PID         -  HX0265
 HX0265  STATE/COUNTY-  WV/WEBSTER
 HX0265  USGS QUAD   -  DIANA (1982)
 HX0265
 HX0265                         *CURRENT SURVEY CONTROL
 HX0265  ___________________________________________________________________
 HX0265* NAD 83(1986)-  38 34 09.     (N)    080 24 56.     (W)     SCALED    
 HX0265* NAVD 88     -       449.949  (meters)    1476.21   (feet)  ADJUSTED  
 HX0265  ___________________________________________________________________
 HX0265  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HX0265  DYNAMIC HT  -         449.617 (meters)    1475.12  (feet)  COMP
 HX0265  MODELED GRAV-     979,878.3   (mgal)                       NAVD 88
 HX0265
 HX0265  VERT ORDER  -  SECOND    CLASS 0
 HX0265
 HX0265.The horizontal coordinates were scaled from a topographic map and have
 HX0265.an estimated accuracy of +/- 6 seconds.
 HX0265
 HX0265.The orthometric height was determined by differential leveling
 HX0265.and adjusted by the National Geodetic Survey in June 1991..
 HX0265
 HX0265.The geoid height was determined by GEOID03.
 HX0265
 HX0265.The dynamic height is computed by dividing the NAVD 88
 HX0265.geopotential number by the normal gravity value computed on the
 HX0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0265.degrees latitude (g = 980.6199 gals.).
 HX0265
 HX0265.The modeled gravity was interpolated from observed gravity values.
 HX0265
 HX0265;                    North         East    Units  Estimated Accuracy
 HX0265;SPC WV S     -   174,320.      650,930.      MT  (+/- 180 meters Scaled)
 HX0265
 HX0265                          SUPERSEDED SURVEY CONTROL
 HX0265
 HX0265  NGVD 29 (??/??/92)  450.101  (m)         1476.71   (f) ADJ UNCH    2 0
 HX0265
 HX0265.Superseded values are not recommended for survey control.
 HX0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0265.See file dsdata.txt to determine how the superseded data were derived.
 HX0265
 HX0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC509691(NAD 83)
 HX0265_MARKER: DB = BENCH MARK DISK
 HX0265_SETTING: 80 = SET IN A BOULDER
 HX0265_SP_SET: BOULDER
 HX0265_STAMPING: M 261 1962
 HX0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0265+STABILITY: SURFACE MOTION
 HX0265
 HX0265  HISTORY     - Date     Condition        Report By
 HX0265  HISTORY     - 1962     MONUMENTED       CGS
 HX0265
 HX0265                          STATION DESCRIPTION
 HX0265
 HX0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0265'2.3 MI E FROM DIANA.
 HX0265'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0265'AT DIANA, THENCE ABOUT 0.1 MILE EAST ALONG A GRAVEL ROAD THAT
 HX0265'LEADS EAST AND THEN NORTHEAST TO PICKENS, SET ON TOP OF A LARGE
 HX0265'BOULDER THAT IS ABOUT 5-BY 15-FOOT LONG, 110 FEET SOUTH OF THE
 HX0265'CENTER LINE OF THE ROAD, 8 1/2 FEET NORTHEAST OF THE NORTHEAST
 HX0265'CORNER OF A SMALL WOODEN SHED, 69 FEET NORTH OF THE NORTH BANK
 HX0265'OF THE HOLLY RIVER, 0.6 FOOT EAST OF THE WEST END OF THE BOULDER,
 HX0265'AND ABOUT 15 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1647 ***********************************************************************
 HX1647  DESIGNATION -  M 262
 HX1647  PID         -  HX1647
 HX1647  STATE/COUNTY-  WV/BRAXTON
 HX1647  USGS QUAD   -  NEWVILLE (1976)
 HX1647
 HX1647                         *CURRENT SURVEY CONTROL
 HX1647  ___________________________________________________________________
 HX1647* NAD 83(1986)-  38 40 51.     (N)    080 35 03.     (W)     SCALED    
 HX1647* NAVD 88     -       358.686  (meters)    1176.79   (feet)  ADJUSTED  
 HX1647  ___________________________________________________________________
 HX1647  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HX1647  DYNAMIC HT  -         358.439 (meters)    1175.98  (feet)  COMP
 HX1647  MODELED GRAV-     979,928.2   (mgal)                       NAVD 88
 HX1647
 HX1647  VERT ORDER  -  SECOND    CLASS 0
 HX1647
 HX1647.The horizontal coordinates were scaled from a topographic map and have
 HX1647.an estimated accuracy of +/- 6 seconds.
 HX1647
 HX1647.The orthometric height was determined by differential leveling
 HX1647.and adjusted by the National Geodetic Survey in June 1991..
 HX1647
 HX1647.The geoid height was determined by GEOID03.
 HX1647
 HX1647.The dynamic height is computed by dividing the NAVD 88
 HX1647.geopotential number by the normal gravity value computed on the
 HX1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1647.degrees latitude (g = 980.6199 gals.).
 HX1647
 HX1647.The modeled gravity was interpolated from observed gravity values.
 HX1647
 HX1647;                    North         East    Units  Estimated Accuracy
 HX1647;SPC WV S     -   186,640.      636,180.      MT  (+/- 180 meters Scaled)
 HX1647
 HX1647                          SUPERSEDED SURVEY CONTROL
 HX1647
 HX1647  NGVD 29 (??/??/92)  358.864  (m)         1177.37   (f) ADJ UNCH    2 0
 HX1647
 HX1647.Superseded values are not recommended for survey control.
 HX1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1647.See file dsdata.txt to determine how the superseded data were derived.
 HX1647
 HX1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC361814(NAD 83)
 HX1647_MARKER: DB = BENCH MARK DISK
 HX1647_SETTING: 66 = SET IN ROCK OUTCROP
 HX1647_SP_SET: EMBEDDED ROCK
 HX1647_STAMPING: M 262 1962
 HX1647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1647+STABILITY: POSITION/ELEVATION WELL
 HX1647
 HX1647  HISTORY     - Date     Condition        Report By
 HX1647  HISTORY     - 1962     MONUMENTED       CGS
 HX1647
 HX1647                          STATION DESCRIPTION
 HX1647
 HX1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1647'0.3 MI E FROM NEWVILLE.
 HX1647'ABOUT 0.3 MILE EAST ALONG A ROAD THAT LEADS TO KANAWHA CAMP
 HX1647'FROM THE POST OFFICE AT NEWVILLE, 0.2 MILE NORTH OF A METHODIST
 HX1647'CHURCH AND A SCHOOL HOUSE, SET VERTICALLY IN THE SOUTH FACE OF
 HX1647'A ROCK THAT IS 4 FEET LONG AND IS EMBEDDED IN THE GROUND, 13 1/2
 HX1647'FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF THE
 HX1647'WEST EDGE OF THE ROCK, AND IS ABOUT 2 1/2 FEET ABOVE THE LEVEL
 HX1647'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0261 ***********************************************************************
 HX0261  DESIGNATION -  M 263
 HX0261  PID         -  HX0261
 HX0261  STATE/COUNTY-  WV/WEBSTER
 HX0261  USGS QUAD   -  DIANA (1982)
 HX0261
 HX0261                         *CURRENT SURVEY CONTROL
 HX0261  ___________________________________________________________________
 HX0261* NAD 83(1986)-  38 31 55.     (N)    080 29 38.     (W)     SCALED    
 HX0261* NAVD 88     -       702.893  (meters)    2306.07   (feet)  ADJUSTED  
 HX0261  ___________________________________________________________________
 HX0261  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HX0261  DYNAMIC HT  -         702.381 (meters)    2304.39  (feet)  COMP
 HX0261  MODELED GRAV-     979,875.9   (mgal)                       NAVD 88
 HX0261
 HX0261  VERT ORDER  -  SECOND    CLASS 0
 HX0261
 HX0261.The horizontal coordinates were scaled from a topographic map and have
 HX0261.an estimated accuracy of +/- 6 seconds.
 HX0261
 HX0261.The orthometric height was determined by differential leveling
 HX0261.and adjusted by the National Geodetic Survey in June 1991..
 HX0261
 HX0261.The geoid height was determined by GEOID03.
 HX0261
 HX0261.The dynamic height is computed by dividing the NAVD 88
 HX0261.geopotential number by the normal gravity value computed on the
 HX0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0261.degrees latitude (g = 980.6199 gals.).
 HX0261
 HX0261.The modeled gravity was interpolated from observed gravity values.
 HX0261
 HX0261;                    North         East    Units  Estimated Accuracy
 HX0261;SPC WV S     -   170,150.      644,130.      MT  (+/- 180 meters Scaled)
 HX0261
 HX0261                          SUPERSEDED SURVEY CONTROL
 HX0261
 HX0261  NGVD 29 (??/??/92)  703.068  (m)         2306.65   (f) ADJ UNCH    2 0
 HX0261
 HX0261.Superseded values are not recommended for survey control.
 HX0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0261.See file dsdata.txt to determine how the superseded data were derived.
 HX0261
 HX0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC441649(NAD 83)
 HX0261_MARKER: DB = BENCH MARK DISK
 HX0261_SETTING: 66 = SET IN ROCK OUTCROP
 HX0261_SP_SET: ROCK PROJECTION
 HX0261_STAMPING: M 263 1962
 HX0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0261+STABILITY: POSITION/ELEVATION WELL
 HX0261
 HX0261  HISTORY     - Date     Condition        Report By
 HX0261  HISTORY     - 1962     MONUMENTED       CGS
 HX0261
 HX0261                          STATION DESCRIPTION
 HX0261
 HX0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0261'7.5 MI NE FROM ERBACON.
 HX0261'ABOUT 1.0 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0261'FROM THE POST OFFICE AT ERBACON, THENCE 3.4 MILES EAST ALONG
 HX0261'WHITE OAK RUN ROAD, THENCE 1.8 MILES EAST ALONG A TRAIL THAT
 HX0261'FOLLOWS ALONG UPPER LAUREL FORK, THENCE 1.3 MILES EAST ALONG A
 HX0261'TRAIL, SET ON TOP OF A ROCK THAT PROJECTS OUT OF THE ROAD BANK
 HX0261'AND IS ABOUT 15-FOOT LONG, 7 FEET WEST OF THE CENTER LINE OF THE
 HX0261'TRAIL, 2 FEET WEST OF THE EAST EDGE OF THE ROCK, AND IS ABOUT
 HX0261'2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0993 ***********************************************************************
 HX0993  DESIGNATION -  M 264
 HX0993  PID         -  HX0993
 HX0993  STATE/COUNTY-  WV/WEBSTER
 HX0993  USGS QUAD   -  COWEN (1995)
 HX0993
 HX0993                         *CURRENT SURVEY CONTROL
 HX0993  ___________________________________________________________________
 HX0993* NAD 83(1986)-  38 29 49.     (N)    080 34 54.     (W)     SCALED    
 HX0993* NAVD 88     -       474.816  (meters)    1557.79   (feet)  ADJUSTED  
 HX0993  ___________________________________________________________________
 HX0993  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 HX0993  DYNAMIC HT  -         474.468 (meters)    1556.65  (feet)  COMP
 HX0993  MODELED GRAV-     979,881.3   (mgal)                       NAVD 88
 HX0993
 HX0993  VERT ORDER  -  SECOND    CLASS 0
 HX0993
 HX0993.The horizontal coordinates were scaled from a topographic map and have
 HX0993.an estimated accuracy of +/- 6 seconds.
 HX0993
 HX0993.The orthometric height was determined by differential leveling
 HX0993.and adjusted by the National Geodetic Survey in June 1991..
 HX0993
 HX0993.The geoid height was determined by GEOID03.
 HX0993
 HX0993.The dynamic height is computed by dividing the NAVD 88
 HX0993.geopotential number by the normal gravity value computed on the
 HX0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0993.degrees latitude (g = 980.6199 gals.).
 HX0993
 HX0993.The modeled gravity was interpolated from observed gravity values.
 HX0993
 HX0993;                    North         East    Units  Estimated Accuracy
 HX0993;SPC WV S     -   166,230.      636,490.      MT  (+/- 180 meters Scaled)
 HX0993
 HX0993                          SUPERSEDED SURVEY CONTROL
 HX0993
 HX0993  NGVD 29 (??/??/92)  474.981  (m)         1558.33   (f) ADJ UNCH    2 0
 HX0993
 HX0993.Superseded values are not recommended for survey control.
 HX0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0993.See file dsdata.txt to determine how the superseded data were derived.
 HX0993
 HX0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC364610(NAD 83)
 HX0993_MARKER: DB = BENCH MARK DISK
 HX0993_SETTING: 66 = SET IN ROCK OUTCROP
 HX0993_SP_SET: ROCK CUT
 HX0993_STAMPING: M 264 1962
 HX0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0993+STABILITY: POSITION/ELEVATION WELL
 HX0993
 HX0993  HISTORY     - Date     Condition        Report By
 HX0993  HISTORY     - 1962     MONUMENTED       CGS
 HX0993
 HX0993                          STATION DESCRIPTION
 HX0993
 HX0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0993'1.7 MI S FROM ERBACON.
 HX0993'ABOUT 1.7 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX0993'THE POST OFFICE AT ERBACON, AT THE NORTH END OF A CURVE WITH
 HX0993'TANGENTS EXTENDING SOUTHEAST AND NORTH, 10 FEET WEST OF WEST
 HX0993'RAIL, 5 FEET SOUTH OF NORTH END OF ROCK CUT, ABOUT LEVEL WITH
 HX0993'TRACK, AND SET VERTICALLY IN EAST FACE OF LARGE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2144 ***********************************************************************
 HW2144  DESIGNATION -  M 265
 HW2144  PID         -  HW2144
 HW2144  STATE/COUNTY-  WV/POCAHONTAS
 HW2144  USGS QUAD   -  SNYDER KNOB (1995)
 HW2144
 HW2144                         *CURRENT SURVEY CONTROL
 HW2144  ___________________________________________________________________
 HW2144* NAD 83(1986)-  38 30 39.     (N)    079 56 02.     (W)     SCALED    
 HW2144* NAVD 88     -      1137.361  (meters)    3731.49   (feet)  ADJUSTED  
 HW2144  ___________________________________________________________________
 HW2144  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 HW2144  DYNAMIC HT  -        1136.446 (meters)    3728.49  (feet)  COMP
 HW2144  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 HW2144
 HW2144  VERT ORDER  -  SECOND    CLASS 0
 HW2144
 HW2144.The horizontal coordinates were scaled from a topographic map and have
 HW2144.an estimated accuracy of +/- 6 seconds.
 HW2144
 HW2144.The orthometric height was determined by differential leveling
 HW2144.and adjusted by the National Geodetic Survey in June 1991..
 HW2144
 HW2144.The geoid height was determined by GEOID03.
 HW2144
 HW2144.The dynamic height is computed by dividing the NAVD 88
 HW2144.geopotential number by the normal gravity value computed on the
 HW2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2144.degrees latitude (g = 980.6199 gals.).
 HW2144
 HW2144.The modeled gravity was interpolated from observed gravity values.
 HW2144
 HW2144;                    North         East    Units  Estimated Accuracy
 HW2144;SPC WV S     -   168,220.      692,980.      MT  (+/- 180 meters Scaled)
 HW2144
 HW2144                          SUPERSEDED SURVEY CONTROL
 HW2144
 HW2144  NGVD 29 (??/??/92) 1137.444  (m)         3731.76   (f) ADJ UNCH    2 0
 HW2144
 HW2144.Superseded values are not recommended for survey control.
 HW2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2144.See file dsdata.txt to determine how the superseded data were derived.
 HW2144
 HW2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC929630(NAD 83)
 HW2144_MARKER: DB = BENCH MARK DISK
 HW2144_SETTING: 80 = SET IN A BOULDER
 HW2144_STAMPING: M 265 1962
 HW2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2144+STABILITY: SURFACE MOTION
 HW2144
 HW2144  HISTORY     - Date     Condition        Report By
 HW2144  HISTORY     - 1962     MONUMENTED       CGS
 HW2144
 HW2144                          STATION DESCRIPTION
 HW2144
 HW2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2144'10.6 MI SW FROM CHEAT BRIDGE.
 HW2144'ABOUT 10.55 MILS SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY
 HW2144'FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE, ON TOP
 HW2144'OF A EMBEDDED BOULDER THAT IS 5-BY 10-FOOT LONG, 20 FEET WEST
 HW2144'OF THE WEST RAIL, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 HW2144'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1863 ***********************************************************************
 HW1863  DESIGNATION -  M 266
 HW1863  PID         -  HW1863
 HW1863  STATE/COUNTY-  WV/POCAHONTAS
 HW1863  USGS QUAD   -  CASS (1995)
 HW1863
 HW1863                         *CURRENT SURVEY CONTROL
 HW1863  ___________________________________________________________________
 HW1863* NAD 83(1986)-  38 24 07.     (N)    079 54 42.     (W)     SCALED    
 HW1863* NAVD 88     -       748.556  (meters)    2455.89   (feet)  ADJUSTED  
 HW1863  ___________________________________________________________________
 HW1863  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HW1863  DYNAMIC HT  -         747.957 (meters)    2453.92  (feet)  COMP
 HW1863  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 HW1863
 HW1863  VERT ORDER  -  SECOND    CLASS 0
 HW1863
 HW1863.The horizontal coordinates were scaled from a topographic map and have
 HW1863.an estimated accuracy of +/- 6 seconds.
 HW1863
 HW1863.The orthometric height was determined by differential leveling
 HW1863.and adjusted by the National Geodetic Survey in June 1991..
 HW1863
 HW1863.The geoid height was determined by GEOID03.
 HW1863
 HW1863.The dynamic height is computed by dividing the NAVD 88
 HW1863.geopotential number by the normal gravity value computed on the
 HW1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1863.degrees latitude (g = 980.6199 gals.).
 HW1863
 HW1863.The modeled gravity was interpolated from observed gravity values.
 HW1863
 HW1863;                    North         East    Units  Estimated Accuracy
 HW1863;SPC WV S     -   156,160.      695,060.      MT  (+/- 180 meters Scaled)
 HW1863
 HW1863                          SUPERSEDED SURVEY CONTROL
 HW1863
 HW1863  NGVD 29 (??/??/92)  748.631  (m)         2456.13   (f) ADJ UNCH    2 0
 HW1863
 HW1863.Superseded values are not recommended for survey control.
 HW1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1863.See file dsdata.txt to determine how the superseded data were derived.
 HW1863
 HW1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC950509(NAD 83)
 HW1863_MARKER: DB = BENCH MARK DISK
 HW1863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1863_SP_SET: PILLAR
 HW1863_STAMPING: M 266 1962
 HW1863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1863
 HW1863  HISTORY     - Date     Condition        Report By
 HW1863  HISTORY     - 1962     MONUMENTED       CGS
 HW1863
 HW1863                          STATION DESCRIPTION
 HW1863
 HW1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1863'0.2 MI N FROM CASS.
 HW1863'ABOUT 0.2 MILE NORTH ALONG THE CHEAT AND BALD KNOB SCENIC RAILROAD
 HW1863'FROM THE POST OFFICE AT CASS, SET VERTICALLY IN WEST FACE OF
 HW1863'SECOND PILLAR NORTH OF SOUTH END OF MACHINE SHOP OF CHEAT AND
 HW1863'BALD KNOB SCENIC RAILROAD, 20 FEET NORTH OF SOUTH END OF SHOP,
 HW1863'10 FEET EAST OF EAST RAIL, AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1618 ***********************************************************************
 HX1618  DESIGNATION -  M 267
 HX1618  PID         -  HX1618
 HX1618  STATE/COUNTY-  WV/BRAXTON
 HX1618  USGS QUAD   -  ORLANDO (1989)
 HX1618
 HX1618                         *CURRENT SURVEY CONTROL
 HX1618  ___________________________________________________________________
 HX1618* NAD 83(1986)-  38 46 33.     (N)    080 32 14.     (W)     SCALED    
 HX1618* NAVD 88     -       275.497  (meters)     903.86   (feet)  ADJUSTED  
 HX1618  ___________________________________________________________________
 HX1618  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HX1618  DYNAMIC HT  -         275.314 (meters)     903.26  (feet)  COMP
 HX1618  MODELED GRAV-     979,958.8   (mgal)                       NAVD 88
 HX1618
 HX1618  VERT ORDER  -  SECOND    CLASS 0
 HX1618
 HX1618.The horizontal coordinates were scaled from a topographic map and have
 HX1618.an estimated accuracy of +/- 6 seconds.
 HX1618
 HX1618.The orthometric height was determined by differential leveling
 HX1618.and adjusted by the National Geodetic Survey in June 1991..
 HX1618
 HX1618.The geoid height was determined by GEOID03.
 HX1618
 HX1618.The dynamic height is computed by dividing the NAVD 88
 HX1618.geopotential number by the normal gravity value computed on the
 HX1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1618.degrees latitude (g = 980.6199 gals.).
 HX1618
 HX1618.The modeled gravity was interpolated from observed gravity values.
 HX1618
 HX1618;                    North         East    Units  Estimated Accuracy
 HX1618;SPC WV S     -   197,200.      640,210.      MT  (+/- 180 meters Scaled)
 HX1618
 HX1618                          SUPERSEDED SURVEY CONTROL
 HX1618
 HX1618  NGVD 29 (??/??/92)  275.693  (m)          904.50   (f) ADJ UNCH    2 0
 HX1618
 HX1618.Superseded values are not recommended for survey control.
 HX1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1618.See file dsdata.txt to determine how the superseded data were derived.
 HX1618
 HX1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC401920(NAD 83)
 HX1618_MARKER: DB = BENCH MARK DISK
 HX1618_SETTING: 66 = SET IN ROCK OUTCROP
 HX1618_SP_SET: ROCK CUT
 HX1618_STAMPING: M 267 1962
 HX1618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1618+STABILITY: POSITION/ELEVATION WELL
 HX1618
 HX1618  HISTORY     - Date     Condition        Report By
 HX1618  HISTORY     - 1962     MONUMENTED       CGS
 HX1618  HISTORY     - 1976     GOOD             NGS
 HX1618
 HX1618                          STATION DESCRIPTION
 HX1618
 HX1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1618'0.5 MI NE FROM FALLS MILL.
 HX1618'ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1618'OFFICE AT FALLS MILL, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS
 HX1618'EXTENDING TO THE SOUTHWEST AND SOUTHEAST, SET VERTICALLY IN THE
 HX1618'SOUTH FACE OF A ROCK CUT THAT IS ABOUT 400 FEET LONG AND 12
 HX1618'FEET HIGH, 100 FEET SOUTHEAST OF THE NORTHWEST END OF THE CUT, 22
 HX1618'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3
 HX1618'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX1618
 HX1618                          STATION RECOVERY (1976)
 HX1618
 HX1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1594 ***********************************************************************
 HX1594  DESIGNATION -  M 268
 HX1594  PID         -  HX1594
 HX1594  STATE/COUNTY-  WV/BRAXTON
 HX1594  USGS QUAD   -  ORLANDO (1989)
 HX1594
 HX1594                         *CURRENT SURVEY CONTROL
 HX1594  ___________________________________________________________________
 HX1594* NAD 83(1986)-  38 51 16.     (N)    080 34 55.     (W)     SCALED    
 HX1594* NAVD 88     -       257.462  (meters)     844.69   (feet)  ADJUSTED  
 HX1594  ___________________________________________________________________
 HX1594  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HX1594  DYNAMIC HT  -         257.296 (meters)     844.15  (feet)  COMP
 HX1594  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 HX1594
 HX1594  VERT ORDER  -  SECOND    CLASS 0
 HX1594
 HX1594.The horizontal coordinates were scaled from a topographic map and have
 HX1594.an estimated accuracy of +/- 6 seconds.
 HX1594
 HX1594.The orthometric height was determined by differential leveling
 HX1594.and adjusted by the National Geodetic Survey in June 1991..
 HX1594
 HX1594.The geoid height was determined by GEOID03.
 HX1594
 HX1594.The dynamic height is computed by dividing the NAVD 88
 HX1594.geopotential number by the normal gravity value computed on the
 HX1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1594.degrees latitude (g = 980.6199 gals.).
 HX1594
 HX1594.The modeled gravity was interpolated from observed gravity values.
 HX1594
 HX1594;                    North         East    Units  Estimated Accuracy
 HX1594;SPC WV S     -   205,910.      636,290.      MT  (+/- 180 meters Scaled)
 HX1594
 HX1594                          SUPERSEDED SURVEY CONTROL
 HX1594
 HX1594  NGVD 29 (??/??/92)  257.663  (m)          845.35   (f) ADJ UNCH    2 0
 HX1594
 HX1594.Superseded values are not recommended for survey control.
 HX1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1594.See file dsdata.txt to determine how the superseded data were derived.
 HX1594
 HX1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND362007(NAD 83)
 HX1594_MARKER: DB = BENCH MARK DISK
 HX1594_SETTING: 80 = SET IN A BOULDER
 HX1594_SP_SET: BOULDER
 HX1594_STAMPING: M 268 1962
 HX1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1594+STABILITY: SURFACE MOTION
 HX1594
 HX1594  HISTORY     - Date     Condition        Report By
 HX1594  HISTORY     - 1962     MONUMENTED       CGS
 HX1594
 HX1594                          STATION DESCRIPTION
 HX1594
 HX1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1594'1.3 MI SE FROM ORLANDO.
 HX1594'ABOUT 1.0 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1594'FROM THE POST OFFICE AT ORLANDO, THENCE 0.3 MILE SOUTHEAST ALONG
 HX1594'A WOODS ROAD THAT FOLLOWS ALONG FLESHER RUN, ABOUT 0.1 MILE
 HX1594'NORTHWEST OF AN ABANDONED FARM HOUSE, SET VERTICALLY IN THE
 HX1594'SOUTHEAST FACE OF AN EMBEDDED ROCK BOULDER THAT IS ABOUT 5 FEET
 HX1594'WIDE AND 3 1/2 FEET HIGH, 14 FEET NORTHWEST OF FLESHER RUN, 12
 HX1594'FEET NORTHEAST OF A 24-INCH OAK TREE, 15 FEET SOUTHWEST OF A
 HX1594'HICKORY TREE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1637 ***********************************************************************
 HX1637  DESIGNATION -  M 269
 HX1637  PID         -  HX1637
 HX1637  STATE/COUNTY-  WV/BRAXTON
 HX1637  USGS QUAD   -  ORLANDO (1989)
 HX1637
 HX1637                         *CURRENT SURVEY CONTROL
 HX1637  ___________________________________________________________________
 HX1637* NAD 83(1986)-  38 45 44.     (N)    080 33 43.     (W)     SCALED    
 HX1637* NAVD 88     -       365.042  (meters)    1197.64   (feet)  ADJUSTED  
 HX1637  ___________________________________________________________________
 HX1637  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HX1637  DYNAMIC HT  -         364.801 (meters)    1196.85  (feet)  COMP
 HX1637  MODELED GRAV-     979,956.2   (mgal)                       NAVD 88
 HX1637
 HX1637  VERT ORDER  -  SECOND    CLASS 0
 HX1637
 HX1637.The horizontal coordinates were scaled from a topographic map and have
 HX1637.an estimated accuracy of +/- 6 seconds.
 HX1637
 HX1637.The orthometric height was determined by differential leveling
 HX1637.and adjusted by the National Geodetic Survey in June 1991..
 HX1637
 HX1637.The geoid height was determined by GEOID03.
 HX1637
 HX1637.The dynamic height is computed by dividing the NAVD 88
 HX1637.geopotential number by the normal gravity value computed on the
 HX1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1637.degrees latitude (g = 980.6199 gals.).
 HX1637
 HX1637.The modeled gravity was interpolated from observed gravity values.
 HX1637
 HX1637;                    North         East    Units  Estimated Accuracy
 HX1637;SPC WV S     -   195,680.      638,070.      MT  (+/- 180 meters Scaled)
 HX1637
 HX1637                          SUPERSEDED SURVEY CONTROL
 HX1637
 HX1637  NGVD 29 (??/??/92)  365.236  (m)         1198.28   (f) ADJ UNCH    2 0
 HX1637
 HX1637.Superseded values are not recommended for survey control.
 HX1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1637.See file dsdata.txt to determine how the superseded data were derived.
 HX1637
 HX1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC380904(NAD 83)
 HX1637_MARKER: DB = BENCH MARK DISK
 HX1637_SETTING: 66 = SET IN ROCK OUTCROP
 HX1637_SP_SET: ROCK CUT
 HX1637_STAMPING: M 269 1962
 HX1637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1637+STABILITY: POSITION/ELEVATION WELL
 HX1637
 HX1637  HISTORY     - Date     Condition        Report By
 HX1637  HISTORY     - 1962     MONUMENTED       CGS
 HX1637
 HX1637                          STATION DESCRIPTION
 HX1637
 HX1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1637'1.8 MI SW FROM FALLS MILL.
 HX1637'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1637'OFFICE AT FALLS MILL, THENCE ABOUT 1.1 MILES SOUTHWEST ALONG A
 HX1637'MOUNTAIN ROAD, ABOUT 0.25 MILE SOUTH OF A SMALL CEMETERY, SET
 HX1637'VERTICALLY IN THE EAST FACE OF A ROCK CUT THAT IS ABOUT 25 FEET
 HX1637'LONG AND 5 FEET HIGH, 9 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HX1637'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0181 ***********************************************************************
 JX0181  DESIGNATION -  M 27
 JX0181  PID         -  JX0181
 JX0181  STATE/COUNTY-  WV/MARION
 JX0181  USGS QUAD   -  FAIRMONT WEST (1976)
 JX0181
 JX0181                         *CURRENT SURVEY CONTROL
 JX0181  ___________________________________________________________________
 JX0181* NAD 83(1986)-  39 29 06.     (N)    080 08 35.     (W)     SCALED    
 JX0181* NAVD 88     -       302.034  (meters)     990.92   (feet)  ADJUSTED  
 JX0181  ___________________________________________________________________
 JX0181  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JX0181  DYNAMIC HT  -         301.854 (meters)     990.33  (feet)  COMP
 JX0181  MODELED GRAV-     980,021.8   (mgal)                       NAVD 88
 JX0181
 JX0181  VERT ORDER  -  FIRST     CLASS II
 JX0181
 JX0181.The horizontal coordinates were scaled from a topographic map and have
 JX0181.an estimated accuracy of +/- 6 seconds.
 JX0181
 JX0181.The orthometric height was determined by differential leveling
 JX0181.and adjusted by the National Geodetic Survey in June 1991..
 JX0181
 JX0181.The geoid height was determined by GEOID03.
 JX0181
 JX0181.The dynamic height is computed by dividing the NAVD 88
 JX0181.geopotential number by the normal gravity value computed on the
 JX0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0181.degrees latitude (g = 980.6199 gals.).
 JX0181
 JX0181.The modeled gravity was interpolated from observed gravity values.
 JX0181
 JX0181;                    North         East    Units  Estimated Accuracy
 JX0181;SPC WV N     -   109,550.      544,680.      MT  (+/- 180 meters Scaled)
 JX0181
 JX0181                          SUPERSEDED SURVEY CONTROL
 JX0181
 JX0181  NGVD 29 (??/??/92)  302.204  (m)          991.48   (f) ADJ UNCH    1 2
 JX0181
 JX0181.Superseded values are not recommended for survey control.
 JX0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0181.See file dsdata.txt to determine how the superseded data were derived.
 JX0181
 JX0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND736709(NAD 83)
 JX0181_MARKER: DB = BENCH MARK DISK
 JX0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0181_SP_SET: BUILDING
 JX0181_STAMPING: M 27 1935
 JX0181_MARK LOGO: CGS   
 JX0181_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0181+STABILITY: SURFACE MOTION
 JX0181
 JX0181  HISTORY     - Date     Condition        Report By
 JX0181  HISTORY     - 1935     MONUMENTED       CGS
 JX0181  HISTORY     - 1983     GOOD             NGS
 JX0181  HISTORY     - 19890830 GOOD             HARTMN
 JX0181
 JX0181                          STATION DESCRIPTION
 JX0181
 JX0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0181'AT FAIRMONT.
 JX0181'AT FAIRMONT, MARION COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 JX0181'SOUTH FACE OF A SANDSTONE WALL WHICH IS THE BASE FOR THE STEPS
 JX0181'LEADING TO THE MAIN ENTRANCE, 5 FEET WEST OF THE ARCH OVER THE
 JX0181'BASEMENT ENTRANCE, AND 4-1/2 FEET HIGHER THAN THE SIDEWALK.  A
 JX0181'STANDARD DISK, STAMPED M 27 1935 AND SET VERTICALLY.
 JX0181
 JX0181                          STATION RECOVERY (1983)
 JX0181
 JX0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0181'RECOVERED IN GOOD CONDITION.
 JX0181
 JX0181                          STATION RECOVERY (1989)
 JX0181
 JX0181'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX0181'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 127.3, AT FAIRMONT,
 JX0181'ON MAIN STREET, AT THE COUNTY COURTHOUSE.  IN THE SOUTH FACE OF A
 JX0181'SANDSTONE WALL WHICH IS THE BASE FOR THE STEPS LEADING TO THE MAIN
 JX0181'ENTRANCE, 5 FT (1.5 MT) WEST OF THE ARCH OVER THE BASEMENT ENTRANCE,
 JX0181'AND 4.5 FT (1.4 MT) HIGHER THAN THE SIDEWALK.  A STANDARD USCGS BRASS
 JX0181'DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0214 ***********************************************************************
 HX0214  DESIGNATION -  M 270
 HX0214  PID         -  HX0214
 HX0214  STATE/COUNTY-  WV/UPSHUR
 HX0214  USGS QUAD   -  ROCK CAVE (1966)
 HX0214
 HX0214                         *CURRENT SURVEY CONTROL
 HX0214  ___________________________________________________________________
 HX0214* NAD 83(1986)-  38 47 20.     (N)    080 21 25.     (W)     SCALED    
 HX0214* NAVD 88     -       534.853  (meters)    1754.76   (feet)  ADJUSTED  
 HX0214  ___________________________________________________________________
 HX0214  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 HX0214  DYNAMIC HT  -         534.477 (meters)    1753.53  (feet)  COMP
 HX0214  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 HX0214
 HX0214  VERT ORDER  -  SECOND    CLASS 0
 HX0214
 HX0214.The horizontal coordinates were scaled from a topographic map and have
 HX0214.an estimated accuracy of +/- 6 seconds.
 HX0214
 HX0214.The orthometric height was determined by differential leveling
 HX0214.and adjusted by the National Geodetic Survey in June 1991..
 HX0214
 HX0214.The geoid height was determined by GEOID03.
 HX0214
 HX0214.The dynamic height is computed by dividing the NAVD 88
 HX0214.geopotential number by the normal gravity value computed on the
 HX0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0214.degrees latitude (g = 980.6199 gals.).
 HX0214
 HX0214.The modeled gravity was interpolated from observed gravity values.
 HX0214
 HX0214;                    North         East    Units  Estimated Accuracy
 HX0214;SPC WV S     -   198,750.      655,870.      MT  (+/- 180 meters Scaled)
 HX0214
 HX0214                          SUPERSEDED SURVEY CONTROL
 HX0214
 HX0214  NGVD 29 (??/??/92)  535.026  (m)         1755.33   (f) ADJ UNCH    2 0
 HX0214
 HX0214.Superseded values are not recommended for survey control.
 HX0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0214.See file dsdata.txt to determine how the superseded data were derived.
 HX0214
 HX0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC558935(NAD 83)
 HX0214_MARKER: DB = BENCH MARK DISK
 HX0214_SETTING: 66 = SET IN ROCK OUTCROP
 HX0214_SP_SET: ROCK CLIFF
 HX0214_STAMPING: M 270 1962
 HX0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0214+STABILITY: POSITION/ELEVATION WELL
 HX0214
 HX0214  HISTORY     - Date     Condition        Report By
 HX0214  HISTORY     - 1962     MONUMENTED       CGS
 HX0214
 HX0214                          STATION DESCRIPTION
 HX0214
 HX0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0214'1.8 MI N FROM KANAWHA.
 HX0214'ABOUT 1.85 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX0214'OFFICE AT KANAWHA HEAD, 0.7 MILE SOUTH OF A GRADED ROAD LEADING
 HX0214'EAST, ON THE INSIDE OF A CURVE WITH THE TANGENTS EXTENDING TO THE
 HX0214'SOUTHEAST AND WEST, SET VERTICALLY IN THE NORTH FACE OF A
 HX0214'ROCK CLIFF THAT IS ABOUT 168 FEET LONG AND 30 FEET HIGH, 95 FEET
 HX0214'NORTHEAST OF THE SOUTHWEST END OF THE CLIFF, 23 FEET SOUTH
 HX0214'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET ABOVE THE
 HX0214'LEVEL OF THE HIGHWAY.  NOTE-- THIS BENCH MARK CAN ALSO BE
 HX0214'REACHED BY GOING ABOUT 1.4 MILE SOUTH ALONG STATE HIGHWAY 20
 HX0214'FROM THE FIRST BAPTIST CHURCH AT ARLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1489 ***********************************************************************
 HX1489  DESIGNATION -  M 271
 HX1489  PID         -  HX1489
 HX1489  STATE/COUNTY-  WV/BRAXTON
 HX1489  USGS QUAD   -  BURNSVILLE (1989)
 HX1489
 HX1489                         *CURRENT SURVEY CONTROL
 HX1489  ___________________________________________________________________
 HX1489* NAD 83(1986)-  38 48 37.     (N)    080 39 29.     (W)     SCALED    
 HX1489* NAVD 88     -       238.904  (meters)     783.80   (feet)  ADJUSTED  
 HX1489  ___________________________________________________________________
 HX1489  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HX1489  DYNAMIC HT  -         238.748 (meters)     783.29  (feet)  COMP
 HX1489  MODELED GRAV-     979,969.9   (mgal)                       NAVD 88
 HX1489
 HX1489  VERT ORDER  -  SECOND    CLASS 0
 HX1489
 HX1489.The horizontal coordinates were scaled from a topographic map and have
 HX1489.an estimated accuracy of +/- 6 seconds.
 HX1489
 HX1489.The orthometric height was determined by differential leveling
 HX1489.and adjusted by the National Geodetic Survey in June 1991..
 HX1489
 HX1489.The geoid height was determined by GEOID03.
 HX1489
 HX1489.The dynamic height is computed by dividing the NAVD 88
 HX1489.geopotential number by the normal gravity value computed on the
 HX1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1489.degrees latitude (g = 980.6199 gals.).
 HX1489
 HX1489.The modeled gravity was interpolated from observed gravity values.
 HX1489
 HX1489;                    North         East    Units  Estimated Accuracy
 HX1489;SPC WV S     -   200,980.      629,700.      MT  (+/- 180 meters Scaled)
 HX1489
 HX1489                          SUPERSEDED SURVEY CONTROL
 HX1489
 HX1489  NGVD 29 (??/??/92)  239.111  (m)          784.48   (f) ADJ UNCH    2 0
 HX1489
 HX1489.Superseded values are not recommended for survey control.
 HX1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1489.See file dsdata.txt to determine how the superseded data were derived.
 HX1489
 HX1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC296957(NAD 83)
 HX1489_MARKER: DB = BENCH MARK DISK
 HX1489_SETTING: 80 = SET IN A BOULDER
 HX1489_SP_SET: BOULDER
 HX1489_STAMPING: M 271 1962
 HX1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1489+STABILITY: SURFACE MOTION
 HX1489
 HX1489  HISTORY     - Date     Condition        Report By
 HX1489  HISTORY     - 1962     MONUMENTED       CGS
 HX1489  HISTORY     - 1974     GOOD             NGS
 HX1489
 HX1489                          STATION DESCRIPTION
 HX1489
 HX1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1489'2 MI S FROM GEM.
 HX1489'ABOUT 1.95 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1489'FROM THE POST OFFICE AT GEM, SET VERTICALLY IN THE SOUTH FACE
 HX1489'OF AN EMBEDDED BOULDER THAT IS 8-FOOT LONG BY 4-FOOT HIGH, 14
 HX1489'FEET NORTH OF THE NORTH RAIL, 11 FEET SOUTH OF A 36-INCH WALNUT
 HX1489'TREE, 20 FEET NORTHEAST OF A WOODEN CULVERT, AND ABOUT LEVEL WITH
 HX1489'THE TRACK.
 HX1489
 HX1489                          STATION RECOVERY (1974)
 HX1489
 HX1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HX1489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0370 ***********************************************************************
 HX0370  DESIGNATION -  M 272
 HX0370  PID         -  HX0370
 HX0370  STATE/COUNTY-  WV/UPSHUR
 HX0370  USGS QUAD   -  ALTON (1989)
 HX0370
 HX0370                         *CURRENT SURVEY CONTROL
 HX0370  ___________________________________________________________________
 HX0370* NAD 83(1986)-  38 51 16.     (N)    080 12 07.     (W)     SCALED    
 HX0370* NAVD 88     -       514.506  (meters)    1688.01   (feet)  ADJUSTED  
 HX0370  ___________________________________________________________________
 HX0370  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 HX0370  DYNAMIC HT  -         514.149 (meters)    1686.84  (feet)  COMP
 HX0370  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 HX0370
 HX0370  VERT ORDER  -  SECOND    CLASS 0
 HX0370
 HX0370.The horizontal coordinates were scaled from a topographic map and have
 HX0370.an estimated accuracy of +/- 6 seconds.
 HX0370
 HX0370.The orthometric height was determined by differential leveling
 HX0370.and adjusted by the National Geodetic Survey in June 1991..
 HX0370
 HX0370.The geoid height was determined by GEOID03.
 HX0370
 HX0370.The dynamic height is computed by dividing the NAVD 88
 HX0370.geopotential number by the normal gravity value computed on the
 HX0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0370.degrees latitude (g = 980.6199 gals.).
 HX0370
 HX0370.The modeled gravity was interpolated from observed gravity values.
 HX0370
 HX0370;                    North         East    Units  Estimated Accuracy
 HX0370;SPC WV S     -   206,130.      669,270.      MT  (+/- 180 meters Scaled)
 HX0370
 HX0370                          SUPERSEDED SURVEY CONTROL
 HX0370
 HX0370  NGVD 29 (??/??/92)  514.681  (m)         1688.58   (f) ADJ UNCH    2 0
 HX0370
 HX0370.Superseded values are not recommended for survey control.
 HX0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0370.See file dsdata.txt to determine how the superseded data were derived.
 HX0370
 HX0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND692009(NAD 83)
 HX0370_MARKER: DB = BENCH MARK DISK
 HX0370_SETTING: 80 = SET IN A BOULDER
 HX0370_SP_SET: BOULDER
 HX0370_STAMPING: M 272 1962
 HX0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0370+STABILITY: SURFACE MOTION
 HX0370
 HX0370  HISTORY     - Date     Condition        Report By
 HX0370  HISTORY     - 1962     MONUMENTED       CGS
 HX0370
 HX0370                          STATION DESCRIPTION
 HX0370
 HX0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0370'3.5 MI N FROM ALTON.
 HX0370'ABOUT 3.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0370'FROM THE POST OFFICE AT ALTON, AT A VILLAGE LOCALLY KNOWN AS
 HX0370'IMPERIAL, SET ON TOP OF AN EMBEDDED ROCK THAT IS ABOUT 18 FEET
 HX0370'LONG AND 4 FEET HIGH, 205 FEET NORTHEAST OF THE POST OFFICE
 HX0370'BUILDING, 164 FEET NORTHEAST OF A TELEPHONE POLE 8-20, 30 FEET
 HX0370'NORTHWEST OF A FOOT BRIDGE OVER THE BUCKHANNON RIVER, 19 FEET
 HX0370'SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET ABOVE THE
 HX0370'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0111 ***********************************************************************
 HX0111  DESIGNATION -  M 273
 HX0111  PID         -  HX0111
 HX0111  STATE/COUNTY-  WV/UPSHUR
 HX0111  USGS QUAD   -  ADRIAN (1979)
 HX0111
 HX0111                         *CURRENT SURVEY CONTROL
 HX0111  ___________________________________________________________________
 HX0111* NAD 83(1986)-  38 54 28.     (N)    080 15 16.     (W)     SCALED    
 HX0111* NAVD 88     -       436.804  (meters)    1433.08   (feet)  ADJUSTED  
 HX0111  ___________________________________________________________________
 HX0111  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HX0111  DYNAMIC HT  -         436.506 (meters)    1432.10  (feet)  COMP
 HX0111  MODELED GRAV-     979,931.1   (mgal)                       NAVD 88
 HX0111
 HX0111  VERT ORDER  -  SECOND    CLASS 0
 HX0111
 HX0111.The horizontal coordinates were scaled from a topographic map and have
 HX0111.an estimated accuracy of +/- 6 seconds.
 HX0111
 HX0111.The orthometric height was determined by differential leveling
 HX0111.and adjusted by the National Geodetic Survey in June 1991..
 HX0111
 HX0111.The geoid height was determined by GEOID03.
 HX0111
 HX0111.The dynamic height is computed by dividing the NAVD 88
 HX0111.geopotential number by the normal gravity value computed on the
 HX0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0111.degrees latitude (g = 980.6199 gals.).
 HX0111
 HX0111.The modeled gravity was interpolated from observed gravity values.
 HX0111
 HX0111;                    North         East    Units  Estimated Accuracy
 HX0111;SPC WV S     -   212,010.      664,670.      MT  (+/- 180 meters Scaled)
 HX0111
 HX0111                          SUPERSEDED SURVEY CONTROL
 HX0111
 HX0111  NGVD 29 (??/??/92)  436.983  (m)         1433.67   (f) ADJ UNCH    2 0
 HX0111
 HX0111.Superseded values are not recommended for survey control.
 HX0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0111.See file dsdata.txt to determine how the superseded data were derived.
 HX0111
 HX0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND646068(NAD 83)
 HX0111_MARKER: DB = BENCH MARK DISK
 HX0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0111_SP_SET: STEP
 HX0111_STAMPING: M 273 1962
 HX0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0111
 HX0111  HISTORY     - Date     Condition        Report By
 HX0111  HISTORY     - 1962     MONUMENTED       CGS
 HX0111
 HX0111                          STATION DESCRIPTION
 HX0111
 HX0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0111'1.2 MI E FROM ADRIAN.
 HX0111'ABOUT 1.25 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX0111'THE CROSSING OF STATE HIGHWAYS 20 AND 4 AT ADRIAN, SET ON TOP
 HX0111'OF THE SECOND STEP OF THE SOUTHWEST ABUTMENT OF A STONE AND
 HX0111'CONCRETE BRIDGE 142.9, 14 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 HX0111'132 FEET WEST OF THE JUNCTION OF A SIDE TRACK, AND ABOUT 2 1/2
 HX0111'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0396 ***********************************************************************
 HX0396  DESIGNATION -  M 274
 HX0396  PID         -  HX0396
 HX0396  STATE/COUNTY-  WV/UPSHUR
 HX0396  USGS QUAD   -  CASSITY (1977)
 HX0396
 HX0396                         *CURRENT SURVEY CONTROL
 HX0396  ___________________________________________________________________
 HX0396* NAD 83(1986)-  38 49 59.     (N)    080 07 00.     (W)     SCALED    
 HX0396* NAVD 88     -       667.145  (meters)    2188.79   (feet)  ADJUSTED  
 HX0396  ___________________________________________________________________
 HX0396  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HX0396  DYNAMIC HT  -         666.675 (meters)    2187.25  (feet)  COMP
 HX0396  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 HX0396
 HX0396  VERT ORDER  -  SECOND    CLASS 0
 HX0396
 HX0396.The horizontal coordinates were scaled from a topographic map and have
 HX0396.an estimated accuracy of +/- 6 seconds.
 HX0396
 HX0396.The orthometric height was determined by differential leveling
 HX0396.and adjusted by the National Geodetic Survey in June 1991..
 HX0396
 HX0396.The geoid height was determined by GEOID03.
 HX0396
 HX0396.The dynamic height is computed by dividing the NAVD 88
 HX0396.geopotential number by the normal gravity value computed on the
 HX0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0396.degrees latitude (g = 980.6199 gals.).
 HX0396
 HX0396.The modeled gravity was interpolated from observed gravity values.
 HX0396
 HX0396;                    North         East    Units  Estimated Accuracy
 HX0396;SPC WV S     -   203,820.      676,700.      MT  (+/- 180 meters Scaled)
 HX0396
 HX0396                          SUPERSEDED SURVEY CONTROL
 HX0396
 HX0396  NGVD 29 (??/??/92)  667.313  (m)         2189.34   (f) ADJ UNCH    2 0
 HX0396
 HX0396.Superseded values are not recommended for survey control.
 HX0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0396.See file dsdata.txt to determine how the superseded data were derived.
 HX0396
 HX0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC766986(NAD 83)
 HX0396_MARKER: DB = BENCH MARK DISK
 HX0396_SETTING: 66 = SET IN ROCK OUTCROP
 HX0396_SP_SET: BOULDER LEDGE
 HX0396_STAMPING: M 274 1962
 HX0396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0396+STABILITY: POSITION/ELEVATION WELL
 HX0396
 HX0396  HISTORY     - Date     Condition        Report By
 HX0396  HISTORY     - 1962     MONUMENTED       CGS
 HX0396
 HX0396                          STATION DESCRIPTION
 HX0396
 HX0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0396'1.8 MI SE FROM QUEENS.
 HX0396'ABOUT 0.75 MILE SOUTH ALONG COUNTY ROAD 9 FROM THE JUNCTION OF
 HX0396'COUNTY ROAD 9/11 AT QUEENS, THENCE ABOUT 1.1 MILES SOUTHEAST
 HX0396'ALONG COUNTY ROAD 9/12, 0.5 MILE SOUTHEAST OF A WOODEN BRIDGE
 HX0396'OVER A SMALL STREAM, SET ON TOP OF THE FIRST LEDGE OF THREE
 HX0396'LEDGES OF AN EMBEDDED BOULDER THAT IS ABOUT 12-BY 25-FOOT LONG,
 HX0396'THE ROCK HAS TWO SMALL OAK TREES GROWING FROM ITS TOP, 14 1/2
 HX0396'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4
 HX0396'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2089 ***********************************************************************
 HW2089  DESIGNATION -  M 275
 HW2089  PID         -  HW2089
 HW2089  STATE/COUNTY-  WV/RANDOLPH
 HW2089  USGS QUAD   -  MILL CREEK (1995)
 HW2089
 HW2089                         *CURRENT SURVEY CONTROL
 HW2089  ___________________________________________________________________
 HW2089* NAD 83(1986)-  38 44 07.     (N)    079 59 11.     (W)     SCALED    
 HW2089* NAVD 88     -       631.248  (meters)    2071.02   (feet)  ADJUSTED  
 HW2089  ___________________________________________________________________
 HW2089  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HW2089  DYNAMIC HT  -         630.781 (meters)    2069.49  (feet)  COMP
 HW2089  MODELED GRAV-     979,867.6   (mgal)                       NAVD 88
 HW2089
 HW2089  VERT ORDER  -  FIRST     CLASS II
 HW2089
 HW2089.The horizontal coordinates were scaled from a topographic map and have
 HW2089.an estimated accuracy of +/- 6 seconds.
 HW2089
 HW2089.The orthometric height was determined by differential leveling
 HW2089.and adjusted by the National Geodetic Survey in June 1991..
 HW2089
 HW2089.The geoid height was determined by GEOID03.
 HW2089
 HW2089.The dynamic height is computed by dividing the NAVD 88
 HW2089.geopotential number by the normal gravity value computed on the
 HW2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2089.degrees latitude (g = 980.6199 gals.).
 HW2089
 HW2089.The modeled gravity was interpolated from observed gravity values.
 HW2089
 HW2089;                    North         East    Units  Estimated Accuracy
 HW2089;SPC WV S     -   193,080.      688,130.      MT  (+/- 180 meters Scaled)
 HW2089
 HW2089                          SUPERSEDED SURVEY CONTROL
 HW2089
 HW2089  NGVD 29 (??/??/92)  631.400  (m)         2071.52   (f) ADJ UNCH    1 2
 HW2089
 HW2089.Superseded values are not recommended for survey control.
 HW2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2089.See file dsdata.txt to determine how the superseded data were derived.
 HW2089
 HW2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC880878(NAD 83)
 HW2089_MARKER: DB = BENCH MARK DISK
 HW2089_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW2089_STAMPING: M 275 1962
 HW2089_MARK LOGO: CGS   
 HW2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2089+STABILITY: SURFACE MOTION
 HW2089
 HW2089  HISTORY     - Date     Condition        Report By
 HW2089  HISTORY     - 1962     MONUMENTED       CGS
 HW2089  HISTORY     - 1983     GOOD             NGS
 HW2089
 HW2089                          STATION DESCRIPTION
 HW2089
 HW2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2089'1 MI W FROM MILL CREEK.
 HW2089'ABOUT 1.0 MILE WEST ALONG A BLACK TOP ROAD FROM THE MILL CREEK
 HW2089'BANK, SET ON TOP OF THE EAST END OF THE NORTHWEST ABUTMENT OF A
 HW2089'BRIDGE OVER THE RIGHT FORK OF MILL CREEK, 1.8 FEET WEST OF THE
 HW2089'EAST END OF THE ABUTMENT, 18 FEET NORTHEAST OF THE CENTER LINE
 HW2089'OF THE ROAD, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE BLACK
 HW2089'TOP ROAD.
 HW2089
 HW2089                          STATION RECOVERY (1983)
 HW2089
 HW2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0432 ***********************************************************************
 HX0432  DESIGNATION -  M 276
 HX0432  PID         -  HX0432
 HX0432  STATE/COUNTY-  WV/RANDOLPH
 HX0432  USGS QUAD   -  PICKENS (1977)
 HX0432
 HX0432                         *CURRENT SURVEY CONTROL
 HX0432  ___________________________________________________________________
 HX0432* NAD 83(1986)-  38 43 16.     (N)    080 09 11.     (W)     SCALED    
 HX0432* NAVD 88     -       902.638  (meters)    2961.40   (feet)  ADJUSTED  
 HX0432  ___________________________________________________________________
 HX0432  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX0432  DYNAMIC HT  -         901.945 (meters)    2959.13  (feet)  COMP
 HX0432  MODELED GRAV-     979,828.5   (mgal)                       NAVD 88
 HX0432
 HX0432  VERT ORDER  -  SECOND    CLASS 0
 HX0432
 HX0432.The horizontal coordinates were scaled from a topographic map and have
 HX0432.an estimated accuracy of +/- 6 seconds.
 HX0432
 HX0432.The orthometric height was determined by differential leveling
 HX0432.and adjusted by the National Geodetic Survey in June 1991..
 HX0432
 HX0432.The geoid height was determined by GEOID03.
 HX0432
 HX0432.The dynamic height is computed by dividing the NAVD 88
 HX0432.geopotential number by the normal gravity value computed on the
 HX0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0432.degrees latitude (g = 980.6199 gals.).
 HX0432
 HX0432.The modeled gravity was interpolated from observed gravity values.
 HX0432
 HX0432;                    North         East    Units  Estimated Accuracy
 HX0432;SPC WV S     -   191,370.      673,650.      MT  (+/- 180 meters Scaled)
 HX0432
 HX0432                          SUPERSEDED SURVEY CONTROL
 HX0432
 HX0432  NGVD 29 (??/??/92)  902.777  (m)         2961.86   (f) ADJ UNCH    2 0
 HX0432
 HX0432.Superseded values are not recommended for survey control.
 HX0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0432.See file dsdata.txt to determine how the superseded data were derived.
 HX0432
 HX0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC736861(NAD 83)
 HX0432_MARKER: DB = BENCH MARK DISK
 HX0432_SETTING: 80 = SET IN A BOULDER
 HX0432_SP_SET: BOULDER
 HX0432_STAMPING: M 276 1962
 HX0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0432+STABILITY: SURFACE MOTION
 HX0432
 HX0432  HISTORY     - Date     Condition        Report By
 HX0432  HISTORY     - 1962     MONUMENTED       CGS
 HX0432
 HX0432                          STATION DESCRIPTION
 HX0432
 HX0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0432'2.8 MI S FROM PALACE VALLEY.
 HX0432'ABOUT 2.85 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CONCRETE
 HX0432'BRIDGE OVER THE LEFT FORK OF THE BUCKHANNON RIVER AT PALACE
 HX0432'VALLEY, SET ON TOP OF A ROCK THAT IS 4-BY 5 1/2-FOOT LONG AND
 HX0432'2-FOOT HIGH, 31 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HX0432'1.7 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK, ABOUT 150
 HX0432'YARDS SOUTHEAST OF A FARM HOUSE, ABOUT 2 FEET ABOVE THE LEVEL
 HX0432'OF THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0387 ***********************************************************************
 HX0387  DESIGNATION -  M 277
 HX0387  PID         -  HX0387
 HX0387  STATE/COUNTY-  WV/RANDOLPH
 HX0387  USGS QUAD   -  VALLEY HEAD (1995)
 HX0387
 HX0387                         *CURRENT SURVEY CONTROL
 HX0387  ___________________________________________________________________
 HX0387* NAD 83(1986)-  38 37 22.     (N)    080 05 45.     (W)     SCALED    
 HX0387* NAVD 88     -      1015.224  (meters)    3330.78   (feet)  ADJUSTED  
 HX0387  ___________________________________________________________________
 HX0387  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HX0387  DYNAMIC HT  -        1014.407 (meters)    3328.10  (feet)  COMP
 HX0387  MODELED GRAV-     979,787.7   (mgal)                       NAVD 88
 HX0387
 HX0387  VERT ORDER  -  SECOND    CLASS 0
 HX0387
 HX0387.The horizontal coordinates were scaled from a topographic map and have
 HX0387.an estimated accuracy of +/- 6 seconds.
 HX0387
 HX0387.The orthometric height was determined by differential leveling
 HX0387.and adjusted by the National Geodetic Survey in June 1991..
 HX0387
 HX0387.The geoid height was determined by GEOID03.
 HX0387
 HX0387.The dynamic height is computed by dividing the NAVD 88
 HX0387.geopotential number by the normal gravity value computed on the
 HX0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0387.degrees latitude (g = 980.6199 gals.).
 HX0387
 HX0387.The modeled gravity was interpolated from observed gravity values.
 HX0387
 HX0387;                    North         East    Units  Estimated Accuracy
 HX0387;SPC WV S     -   180,500.      678,730.      MT  (+/- 180 meters Scaled)
 HX0387
 HX0387                          SUPERSEDED SURVEY CONTROL
 HX0387
 HX0387  NGVD 29 (??/??/92) 1015.333  (m)         3331.14   (f) ADJ UNCH    2 0
 HX0387
 HX0387.Superseded values are not recommended for survey control.
 HX0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0387.See file dsdata.txt to determine how the superseded data were derived.
 HX0387
 HX0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC787753(NAD 83)
 HX0387_MARKER: DB = BENCH MARK DISK
 HX0387_SETTING: 66 = SET IN ROCK OUTCROP
 HX0387_SP_SET: ROCK PROJECTION
 HX0387_STAMPING: M 277 1962
 HX0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0387+STABILITY: POSITION/ELEVATION WELL
 HX0387
 HX0387  HISTORY     - Date     Condition        Report By
 HX0387  HISTORY     - 1962     MONUMENTED       CGS
 HX0387
 HX0387                          STATION DESCRIPTION
 HX0387
 HX0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0387'16 MI SW FROM HUTTONSVILLE.
 HX0387'ABOUT 7.1 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST
 HX0387'OFFICE AT HUTTONSVILLE, THENCE 8.9 MILES NORTHWEST THEN
 HX0387'SOUTHWEST ALONG COUNTY ROAD 219/16 (GRAVEL), ON TOP OF A ROCK
 HX0387'THAT IS ABOUT 5-BY 7-FOOT LONG AND PROJECTS OUT OF THE GROUND,
 HX0387'43 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH
 HX0387'OF THE SOUTH END OF THE ROCK, 73 FEET NORTH OF THE NORTH END
 HX0387'OF A SMALL BRIDGE OVER OXLEY RUN, AND ABOUT 3 FEET ABOVE THE
 HX0387'LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK IS ABOUT 0.9 MILE
 HX0387'SOUTHWEST OF THE PARK AND FOREST SUPERINTENDENTS RESIDENCE (A
 HX0387'LARGE LOG HOUSE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1916 ***********************************************************************
 HW1916  DESIGNATION -  M 278
 HW1916  PID         -  HW1916
 HW1916  STATE/COUNTY-  WV/RANDOLPH
 HW1916  USGS QUAD   -  GLADY (1995)
 HW1916
 HW1916                         *CURRENT SURVEY CONTROL
 HW1916  ___________________________________________________________________
 HW1916* NAD 83(1986)-  38 48 28.     (N)    079 44 03.     (W)     SCALED    
 HW1916* NAVD 88     -       848.938  (meters)    2785.22   (feet)  ADJUSTED  
 HW1916  ___________________________________________________________________
 HW1916  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HW1916  DYNAMIC HT  -         848.292 (meters)    2783.10  (feet)  COMP
 HW1916  MODELED GRAV-     979,837.8   (mgal)                       NAVD 88
 HW1916
 HW1916  VERT ORDER  -  SECOND    CLASS 0
 HW1916
 HW1916.The horizontal coordinates were scaled from a topographic map and have
 HW1916.an estimated accuracy of +/- 6 seconds.
 HW1916
 HW1916.The orthometric height was determined by differential leveling
 HW1916.and adjusted by the National Geodetic Survey in June 1991..
 HW1916
 HW1916.The geoid height was determined by GEOID03.
 HW1916
 HW1916.The dynamic height is computed by dividing the NAVD 88
 HW1916.geopotential number by the normal gravity value computed on the
 HW1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1916.degrees latitude (g = 980.6199 gals.).
 HW1916
 HW1916.The modeled gravity was interpolated from observed gravity values.
 HW1916
 HW1916;                    North         East    Units  Estimated Accuracy
 HW1916;SPC WV S     -   201,400.      709,950.      MT  (+/- 180 meters Scaled)
 HW1916
 HW1916                          SUPERSEDED SURVEY CONTROL
 HW1916
 HW1916  NGVD 29 (??/??/92)  849.072  (m)         2785.66   (f) ADJ UNCH    2 0
 HW1916
 HW1916.Superseded values are not recommended for survey control.
 HW1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1916.See file dsdata.txt to determine how the superseded data were derived.
 HW1916
 HW1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC099962(NAD 83)
 HW1916_MARKER: DB = BENCH MARK DISK
 HW1916_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW1916_STAMPING: M 278 1962
 HW1916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1916
 HW1916  HISTORY     - Date     Condition        Report By
 HW1916  HISTORY     - 1962     MONUMENTED       CGS
 HW1916  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1916  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1916
 HW1916                          STATION DESCRIPTION
 HW1916
 HW1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1916'0.6 MI SE FROM BEMIS.
 HW1916'ABOUT 0.55 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE GRADE
 HW1916'SCHOOL AT BEMIS, 0.1 MILE SOUTHEAST OF A SWITCH BACK CURVE, 0.5
 HW1916'MILE SOUTHEAST OF A STEEL BRIDGE OVER SHAVERS FORK, SET ON TOP
 HW1916'OF A SMALL ROCK THAT IS ABOUT 4.5-BY 2-FOOT WIDE AND IS EMBEDDED
 HW1916'IN THE GROUND, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 HW1916'0.9 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK, AND IS
 HW1916'ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD.
 HW1916
 HW1916                          STATION RECOVERY (1983)
 HW1916
 HW1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1916'MARK NOT FOUND.
 HW1916
 HW1916                          STATION RECOVERY (1983)
 HW1916
 HW1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2053 ***********************************************************************
 HW2053  DESIGNATION -  M 279
 HW2053  PID         -  HW2053
 HW2053  STATE/COUNTY-  WV/RANDOLPH
 HW2053  USGS QUAD   -  BEVERLY EAST (1995)
 HW2053
 HW2053                         *CURRENT SURVEY CONTROL
 HW2053  ___________________________________________________________________
 HW2053* NAD 83(1986)-  38 49 27.     (N)    079 50 42.     (W)     SCALED    
 HW2053* NAVD 88     -       618.011  (meters)    2027.59   (feet)  ADJUSTED  
 HW2053  ___________________________________________________________________
 HW2053  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HW2053  DYNAMIC HT  -         617.562 (meters)    2026.12  (feet)  COMP
 HW2053  MODELED GRAV-     979,880.7   (mgal)                       NAVD 88
 HW2053
 HW2053  VERT ORDER  -  SECOND    CLASS 0
 HW2053
 HW2053.The horizontal coordinates were scaled from a topographic map and have
 HW2053.an estimated accuracy of +/- 6 seconds.
 HW2053
 HW2053.The orthometric height was determined by differential leveling
 HW2053.and adjusted by the National Geodetic Survey in June 1991..
 HW2053
 HW2053.The geoid height was determined by GEOID03.
 HW2053
 HW2053.The dynamic height is computed by dividing the NAVD 88
 HW2053.geopotential number by the normal gravity value computed on the
 HW2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2053.degrees latitude (g = 980.6199 gals.).
 HW2053
 HW2053.The modeled gravity was interpolated from observed gravity values.
 HW2053
 HW2053;                    North         East    Units  Estimated Accuracy
 HW2053;SPC WV S     -   203,090.      700,300.      MT  (+/- 180 meters Scaled)
 HW2053
 HW2053                          SUPERSEDED SURVEY CONTROL
 HW2053
 HW2053  NGVD 29 (??/??/92)  618.163  (m)         2028.09   (f) ADJ UNCH    2 0
 HW2053
 HW2053.Superseded values are not recommended for survey control.
 HW2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2053.See file dsdata.txt to determine how the superseded data were derived.
 HW2053
 HW2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC002978(NAD 83)
 HW2053_MARKER: DB = BENCH MARK DISK
 HW2053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2053_SP_SET: BRIDGE
 HW2053_STAMPING: M 279 1962
 HW2053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2053
 HW2053  HISTORY     - Date     Condition        Report By
 HW2053  HISTORY     - 1962     MONUMENTED       CGS
 HW2053  HISTORY     - 1984     GOOD             NGS
 HW2053
 HW2053                          STATION DESCRIPTION
 HW2053
 HW2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2053'2.8 MI SE FROM BEVERLY.
 HW2053'ABOUT 2.5 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2053'OFFICE AT BEVERLY, THENCE 0.3 MILE SOUTHWEST ALONG A BLACK TOP
 HW2053'ROAD SET ON TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT
 HW2053'OF A BRIDGE OVER COVERLY RUN, 9 FEET EAST OF THE CENTER LINE OF
 HW2053'THE ROAD, AND ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
 HW2053
 HW2053                          STATION RECOVERY (1984)
 HW2053
 HW2053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW2053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0767 ***********************************************************************
 KY0767  DESIGNATION -  M 28
 KY0767  PID         -  KY0767
 KY0767  STATE/COUNTY-  WV/OHIO
 KY0767  USGS QUAD   -  WHEELING (1994)
 KY0767
 KY0767                         *CURRENT SURVEY CONTROL
 KY0767  ___________________________________________________________________
 KY0767* NAD 83(1986)-  40 02 29.     (N)    080 43 23.     (W)     SCALED    
 KY0767* NAVD 88     -       198.972  (meters)     652.79   (feet)  ADJUSTED  
 KY0767  ___________________________________________________________________
 KY0767  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY0767  DYNAMIC HT  -         198.862 (meters)     652.43  (feet)  COMP
 KY0767  MODELED GRAV-     980,065.7   (mgal)                       NAVD 88
 KY0767
 KY0767  VERT ORDER  -  FIRST     CLASS II
 KY0767
 KY0767.The horizontal coordinates were scaled from a topographic map and have
 KY0767.an estimated accuracy of +/- 6 seconds.
 KY0767
 KY0767.The orthometric height was determined by differential leveling
 KY0767.and adjusted by the National Geodetic Survey in June 1991..
 KY0767
 KY0767.The geoid height was determined by GEOID03.
 KY0767
 KY0767.The dynamic height is computed by dividing the NAVD 88
 KY0767.geopotential number by the normal gravity value computed on the
 KY0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0767.degrees latitude (g = 980.6199 gals.).
 KY0767
 KY0767.The modeled gravity was interpolated from observed gravity values.
 KY0767
 KY0767;                    North         East    Units  Estimated Accuracy
 KY0767;SPC WV N     -   171,840.      495,630.      MT  (+/- 180 meters Scaled)
 KY0767
 KY0767                          SUPERSEDED SURVEY CONTROL
 KY0767
 KY0767  NGVD 29 (??/??/92)  199.139  (m)          653.34   (f) ADJ UNCH    1 2
 KY0767
 KY0767.Superseded values are not recommended for survey control.
 KY0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0767.See file dsdata.txt to determine how the superseded data were derived.
 KY0767
 KY0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE236323(NAD 83)
 KY0767_MARKER: DB = BENCH MARK DISK
 KY0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0767_STAMPING: M 28 1935
 KY0767_MARK LOGO: CGS   
 KY0767_PROJECTION: PROJECTING 15 CENTIMETERS
 KY0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0767+STABILITY: SURFACE MOTION
 KY0767
 KY0767  HISTORY     - Date     Condition        Report By
 KY0767  HISTORY     - 1935     MONUMENTED       CGS
 KY0767  HISTORY     - 1983     GOOD             NGS
 KY0767
 KY0767                          STATION DESCRIPTION
 KY0767
 KY0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY0767'AT WHEELING.
 KY0767'AT WHEELING, OHIO COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 KY0767'1.9 MILES SOUTH OF THE PENNSYLVANIA RAILROAD FREIGHT STATION, IN
 KY0767'THE SOUTHEAST CORNER OF A SMALL PARK AT THE CORNER OF FORTIETH
 KY0767'AND MC COLLOUGH STREETS, 27 FEET NORTH OF THE CENTERLINE OF
 KY0767'FORTIETH STREET, 72 FEET SOUTHWEST OF POLE 378+5, AND 18 FEET WEST
 KY0767'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 KY0767'M 28 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KY0767
 KY0767                          STATION RECOVERY (1983)
 KY0767
 KY0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0767'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN WHEELING,
 KY0767'1.1 KM (0.7 MI) SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY0767'CROSSING AT 29TH STREET TO THE CROSSING OF 40TH STREET AND THE MARK ON
 KY0767'THE RIGHT, 4.21 METERS (13.8 FT) WEST OF THE WEST RAIL, 21.15 METERS
 KY0767'(69.4 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE
 KY0767'WAREHOUSE, 7.31 METERS (24.0 FT) NORTH OF THE CENTER OF 40TH STREET.
 KY0767'THE MARK IS 0.55 METERS  E FROM A WITNESS POST.
 KY0767'THE MARK IS 0.30 M ABOVE 40TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0403 ***********************************************************************
 HX0403  DESIGNATION -  M 280
 HX0403  PID         -  HX0403
 HX0403  STATE/COUNTY-  WV/RANDOLPH
 HX0403  USGS QUAD   -  CASSITY (1977)
 HX0403
 HX0403                         *CURRENT SURVEY CONTROL
 HX0403  ___________________________________________________________________
 HX0403* NAD 83(1986)-  38 47 54.     (N)    080 04 27.     (W)     SCALED    
 HX0403* NAVD 88     -       822.211  (meters)    2697.54   (feet)  ADJUSTED  
 HX0403  ___________________________________________________________________
 HX0403  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX0403  DYNAMIC HT  -         821.618 (meters)    2695.59  (feet)  COMP
 HX0403  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 HX0403
 HX0403  VERT ORDER  -  SECOND    CLASS 0
 HX0403
 HX0403.The horizontal coordinates were scaled from a topographic map and have
 HX0403.an estimated accuracy of +/- 6 seconds.
 HX0403
 HX0403.The orthometric height was determined by differential leveling
 HX0403.and adjusted by the National Geodetic Survey in June 1991..
 HX0403
 HX0403.The geoid height was determined by GEOID03.
 HX0403
 HX0403.The dynamic height is computed by dividing the NAVD 88
 HX0403.geopotential number by the normal gravity value computed on the
 HX0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0403.degrees latitude (g = 980.6199 gals.).
 HX0403
 HX0403.The modeled gravity was interpolated from observed gravity values.
 HX0403
 HX0403;                    North         East    Units  Estimated Accuracy
 HX0403;SPC WV S     -   200,000.      680,430.      MT  (+/- 180 meters Scaled)
 HX0403
 HX0403                          SUPERSEDED SURVEY CONTROL
 HX0403
 HX0403  NGVD 29 (??/??/92)  822.370  (m)         2698.06   (f) ADJ UNCH    2 0
 HX0403
 HX0403.Superseded values are not recommended for survey control.
 HX0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0403.See file dsdata.txt to determine how the superseded data were derived.
 HX0403
 HX0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC803948(NAD 83)
 HX0403_MARKER: DB = BENCH MARK DISK
 HX0403_SETTING: 66 = SET IN ROCK OUTCROP
 HX0403_SP_SET: ROCK OUTCROP
 HX0403_STAMPING: M 280 1962
 HX0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0403+STABILITY: POSITION/ELEVATION WELL
 HX0403
 HX0403  HISTORY     - Date     Condition        Report By
 HX0403  HISTORY     - 1962     MONUMENTED       CGS
 HX0403
 HX0403                          STATION DESCRIPTION
 HX0403
 HX0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0403'2.2 MI SW FROM CASSITY.
 HX0403'ABOUT 0.5 MILE SOUTHWEST ALONG A COUNTY ROAD 35 FROM THE CASSITY
 HX0403'METHODIST CHURCH AT CASSITY, THENCE ABOUT 1.7 MILES SOUTHWEST
 HX0403'ALONG COUNTY ROAD 34, SET ON TOP OF A ROCK OUTCROP THAT IS ABOUT
 HX0403'9-BY 12-FOOT LONG, 175 YARDS NORTHWEST OF A TWO STORY HOUSE
 HX0403'COVERED WITH BRICK SIDING, 162 FEET WEST OF A PRIVATE DRIVE
 HX0403'LEADING TO A FARM HOUSE, 12 FEET SOUTH OF THE CENTER LINE OF
 HX0403'THE ROAD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2031 ***********************************************************************
 HW2031  DESIGNATION -  M 281
 HW2031  PID         -  HW2031
 HW2031  STATE/COUNTY-  WV/RANDOLPH
 HW2031  USGS QUAD   -  BEVERLY WEST (1995)
 HW2031
 HW2031                         *CURRENT SURVEY CONTROL
 HW2031  ___________________________________________________________________
 HW2031* NAD 83(1986)-  38 51 36.     (N)    079 54 40.     (W)     SCALED    
 HW2031* NAVD 88     -       705.804  (meters)    2315.63   (feet)  ADJUSTED  
 HW2031  ___________________________________________________________________
 HW2031  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HW2031  DYNAMIC HT  -         705.283 (meters)    2313.92  (feet)  COMP
 HW2031  MODELED GRAV-     979,865.0   (mgal)                       NAVD 88
 HW2031
 HW2031  VERT ORDER  -  SECOND    CLASS 0
 HW2031
 HW2031.The horizontal coordinates were scaled from a topographic map and have
 HW2031.an estimated accuracy of +/- 6 seconds.
 HW2031
 HW2031.The orthometric height was determined by differential leveling
 HW2031.and adjusted by the National Geodetic Survey in June 1991..
 HW2031
 HW2031.The geoid height was determined by GEOID03.
 HW2031
 HW2031.The dynamic height is computed by dividing the NAVD 88
 HW2031.geopotential number by the normal gravity value computed on the
 HW2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2031.degrees latitude (g = 980.6199 gals.).
 HW2031
 HW2031.The modeled gravity was interpolated from observed gravity values.
 HW2031
 HW2031;                    North         East    Units  Estimated Accuracy
 HW2031;SPC WV S     -   207,000.      694,510.      MT  (+/- 180 meters Scaled)
 HW2031
 HW2031                          SUPERSEDED SURVEY CONTROL
 HW2031
 HW2031  NGVD 29 (??/??/92)  705.949  (m)         2316.10   (f) ADJ UNCH    2 0
 HW2031
 HW2031.Superseded values are not recommended for survey control.
 HW2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2031.See file dsdata.txt to determine how the superseded data were derived.
 HW2031
 HW2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND944018(NAD 83)
 HW2031_MARKER: DB = BENCH MARK DISK
 HW2031_SETTING: 66 = SET IN ROCK OUTCROP
 HW2031_SP_SET: ROCK LEDGE
 HW2031_STAMPING: M 281 1962
 HW2031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2031+STABILITY: POSITION/ELEVATION WELL
 HW2031
 HW2031  HISTORY     - Date     Condition        Report By
 HW2031  HISTORY     - 1962     MONUMENTED       CGS
 HW2031  HISTORY     - 1971     GOOD             NGS
 HW2031  HISTORY     - 1983     GOOD             NGS
 HW2031  HISTORY     - 1983     GOOD             NGS
 HW2031
 HW2031                          STATION DESCRIPTION
 HW2031
 HW2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2031'3 MI NW FROM BEVERLY.
 HW2031'ABOUT 0.05 MILE NORTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2031'POST OFFICE AT BEVERLY, THENCE 1.3 MILES NORTHWEST ALONG COUNTY
 HW2031'ROAD 33, THENCE 1.7 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING
 HW2031'TO FISHER AND MABIE, 0.2 MILE WEST OF THE T JUNCTION OF TWO
 HW2031'GRAVEL ROADS, SET VERTICALLY IN THE EAST FACE OF A SMALL EMBEDDED
 HW2031'ROCK LEDGE THAT PROJECTS OUT OF THE ROAD BANK, ABOUT 128 YARDS
 HW2031'SOUTHWEST OF A FRAME HOUSE ON THE NORTH SIDE OF THE ROAD, 13 1/2
 HW2031'FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET ABOVE
 HW2031'THE LEVEL OF THE ROAD.
 HW2031
 HW2031                          STATION RECOVERY (1971)
 HW2031
 HW2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HW2031'RECOVERED IN GOOD CONDITION.
 HW2031
 HW2031                          STATION RECOVERY (1983)
 HW2031
 HW2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2031'RECOVERED IN GOOD CONDITION.
 HW2031
 HW2031                          STATION RECOVERY (1983)
 HW2031
 HW2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2112 ***********************************************************************
 HW2112  DESIGNATION -  M 282
 HW2112  PID         -  HW2112
 HW2112  STATE/COUNTY-  WV/RANDOLPH
 HW2112  USGS QUAD   -  MILL CREEK (1995)
 HW2112
 HW2112                         *CURRENT SURVEY CONTROL
 HW2112  ___________________________________________________________________
 HW2112* NAD 83(1986)-  38 42 14.     (N)    079 54 10.     (W)     SCALED    
 HW2112* NAVD 88     -       803.059  (meters)    2634.70   (feet)  ADJUSTED  
 HW2112  ___________________________________________________________________
 HW2112  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HW2112  DYNAMIC HT  -         802.447 (meters)    2632.69  (feet)  COMP
 HW2112  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 HW2112
 HW2112  VERT ORDER  -  SECOND    CLASS 0
 HW2112
 HW2112.The horizontal coordinates were scaled from a topographic map and have
 HW2112.an estimated accuracy of +/- 6 seconds.
 HW2112
 HW2112.The orthometric height was determined by differential leveling
 HW2112.and adjusted by the National Geodetic Survey in June 1991..
 HW2112
 HW2112.The geoid height was determined by GEOID03.
 HW2112
 HW2112.The dynamic height is computed by dividing the NAVD 88
 HW2112.geopotential number by the normal gravity value computed on the
 HW2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2112.degrees latitude (g = 980.6199 gals.).
 HW2112
 HW2112.The modeled gravity was interpolated from observed gravity values.
 HW2112
 HW2112;                    North         East    Units  Estimated Accuracy
 HW2112;SPC WV S     -   189,680.      695,440.      MT  (+/- 180 meters Scaled)
 HW2112
 HW2112                          SUPERSEDED SURVEY CONTROL
 HW2112
 HW2112  NGVD 29 (??/??/92)  803.188  (m)         2635.13   (f) ADJ UNCH    2 0
 HW2112
 HW2112.Superseded values are not recommended for survey control.
 HW2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2112.See file dsdata.txt to determine how the superseded data were derived.
 HW2112
 HW2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC954844(NAD 83)
 HW2112_MARKER: DB = BENCH MARK DISK
 HW2112_SETTING: 80 = SET IN A BOULDER
 HW2112_STAMPING: M 282 1962
 HW2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2112+STABILITY: SURFACE MOTION
 HW2112
 HW2112  HISTORY     - Date     Condition        Report By
 HW2112  HISTORY     - 1962     MONUMENTED       CGS
 HW2112
 HW2112                          STATION DESCRIPTION
 HW2112
 HW2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2112'16.2 MI NW FROM CHEAT BRIDGE.
 HW2112'ABOUT 8.15 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN MARYLAND
 HW2112'RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE,
 HW2112'THENCE ABOUT 4.0 MILES NORTHEAST ALONG MONONGAHELA NATIONAL
 HW2112'FOREST ROAD 49, THENCE 0.5 MILE SOUTHWEST ALONG FOREST SERVICE ROAD
 HW2112'92, THENCE 3.6 MILES NORTH ALONG A WOODS ROAD, ABOUT 0.3 MILE
 HW2112'SOUTHWEST OF A POINT WHERE THE ROAD FORDS A SMALL STREAM, AT THE
 HW2112'CONFLUENCE OF TWO SMALL STREAMS, SET ON TOP OF A ROCK BOULDER
 HW2112'THAT IS ABOUT 10-FOOT LONG AND 5-FOOT HIGH AND IS EMBEDDED IN THE
 HW2112'GROUND, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 5
 HW2112'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1434 ***********************************************************************
 GX1434  DESIGNATION -  M 283
 GX1434  PID         -  GX1434
 GX1434  STATE/COUNTY-  WV/MERCER
 GX1434  USGS QUAD   -  BLUEFIELD (1979)
 GX1434
 GX1434                         *CURRENT SURVEY CONTROL
 GX1434  ___________________________________________________________________
 GX1434* NAD 83(1986)-  37 15 51.     (N)    081 14 23.     (W)     SCALED    
 GX1434* NAVD 88     -       765.447  (meters)    2511.30   (feet)  ADJUSTED  
 GX1434  ___________________________________________________________________
 GX1434  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GX1434  DYNAMIC HT  -         764.760 (meters)    2509.05  (feet)  COMP
 GX1434  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 GX1434
 GX1434  VERT ORDER  -  FIRST     CLASS II
 GX1434
 GX1434.The horizontal coordinates were scaled from a topographic map and have
 GX1434.an estimated accuracy of +/- 6 seconds.
 GX1434
 GX1434.The orthometric height was determined by differential leveling
 GX1434.and adjusted by the National Geodetic Survey in June 1991..
 GX1434
 GX1434.The geoid height was determined by GEOID03.
 GX1434
 GX1434.The dynamic height is computed by dividing the NAVD 88
 GX1434.geopotential number by the normal gravity value computed on the
 GX1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1434.degrees latitude (g = 980.6199 gals.).
 GX1434
 GX1434.The modeled gravity was interpolated from observed gravity values.
 GX1434
 GX1434;                    North         East    Units  Estimated Accuracy
 GX1434;SPC WV S     -    29,350.      578,740.      MT  (+/- 180 meters Scaled)
 GX1434
 GX1434                          SUPERSEDED SURVEY CONTROL
 GX1434
 GX1434  NGVD 29 (??/??/92)  765.536  (m)         2511.60   (f) ADJ UNCH    1 2
 GX1434
 GX1434.Superseded values are not recommended for survey control.
 GX1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1434.See file dsdata.txt to determine how the superseded data were derived.
 GX1434
 GX1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB787242(NAD 83)
 GX1434_MARKER: DB = BENCH MARK DISK
 GX1434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1434_SP_SET: PIER BRIDGE
 GX1434_STAMPING: M 283 1965
 GX1434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1434
 GX1434  HISTORY     - Date     Condition        Report By
 GX1434  HISTORY     - 1965     MONUMENTED       CGS
 GX1434
 GX1434                          STATION DESCRIPTION
 GX1434
 GX1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1434'AT BLUEFIELD.
 GX1434'AT BLUEFIELD, ABOUT 1.2 MILES WEST ALONG THE NORFOLK AND WESTERN
 GX1434'RAILWAY FROM THE STATION, ABOUT 0.25 MILE WEST OF MILEPOST N 364,
 GX1434'AT THE OVERPASS CROSSING OF U.S. HIGHWAY 52, SET VERTICALLY IN
 GX1434'THE NORTH FACE OF THE WEST END OF THE SOUTH PIER UNDER THE
 GX1434'OVERPASS, 19 FEET SOUTH OF SOUTH RAIL OF THE EASTBOUND TRACK,
 GX1434'3.3 FEET EAST OF THE WEST END OF THE PIER, 2.8 FEET ABOVE THE
 GX1434'LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1411 ***********************************************************************
 GX1411  DESIGNATION -  M 284
 GX1411  PID         -  GX1411
 GX1411  STATE/COUNTY-  WV/MERCER
 GX1411  USGS QUAD   -  BLUEFIELD (1979)
 GX1411
 GX1411                         *CURRENT SURVEY CONTROL
 GX1411  ___________________________________________________________________
 GX1411* NAD 83(1986)-  37 17 46.     (N)    081 08 22.     (W)     SCALED    
 GX1411* NAVD 88     -       670.903  (meters)    2201.12   (feet)  ADJUSTED  
 GX1411  ___________________________________________________________________
 GX1411  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GX1411  DYNAMIC HT  -         670.307 (meters)    2199.17  (feet)  COMP
 GX1411  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 GX1411
 GX1411  VERT ORDER  -  FIRST     CLASS II
 GX1411
 GX1411.The horizontal coordinates were scaled from a topographic map and have
 GX1411.an estimated accuracy of +/- 6 seconds.
 GX1411
 GX1411.The orthometric height was determined by differential leveling
 GX1411.and adjusted by the National Geodetic Survey in June 1991..
 GX1411
 GX1411.The geoid height was determined by GEOID03.
 GX1411
 GX1411.The dynamic height is computed by dividing the NAVD 88
 GX1411.geopotential number by the normal gravity value computed on the
 GX1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1411.degrees latitude (g = 980.6199 gals.).
 GX1411
 GX1411.The modeled gravity was interpolated from observed gravity values.
 GX1411
 GX1411;                    North         East    Units  Estimated Accuracy
 GX1411;SPC WV S     -    32,880.      587,640.      MT  (+/- 180 meters Scaled)
 GX1411
 GX1411                          SUPERSEDED SURVEY CONTROL
 GX1411
 GX1411  NGVD 29 (??/??/92)  671.011  (m)         2201.48   (f) ADJ UNCH    1 2
 GX1411
 GX1411.Superseded values are not recommended for survey control.
 GX1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1411.See file dsdata.txt to determine how the superseded data were derived.
 GX1411
 GX1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB876277(NAD 83)
 GX1411_MARKER: DB = BENCH MARK DISK
 GX1411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1411_SP_SET: CULVERT
 GX1411_STAMPING: M 284 1965
 GX1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1411
 GX1411  HISTORY     - Date     Condition        Report By
 GX1411  HISTORY     - 1965     MONUMENTED       CGS
 GX1411  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1411
 GX1411                          STATION DESCRIPTION
 GX1411
 GX1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1411'4.9 MI E FROM BLUEFIELD.
 GX1411'ABOUT 4.9 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1411'FROM THE STATION AT BLUEFIELD, ABOUT 0.2 MILE WEST OF MILEPOST
 GX1411'N 358, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 GX1411'HEAD WALL FOR A 24-INCH PIPE CULVERT UNDER THE RAILROAD, 7.3
 GX1411'FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, AND ABOUT
 GX1411'1 FOOT BELOW THE LEVEL OF THE TRACK.
 GX1411
 GX1411                          STATION RECOVERY (1984)
 GX1411
 GX1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1411'NOT RECOVERED, THE CULVERT IS NEW AND THE MARK IS CONSIDERED
 GX1411'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1943 ***********************************************************************
 HW1943  DESIGNATION -  M 3
 HW1943  PID         -  HW1943
 HW1943  STATE/COUNTY-  WV/POCAHONTAS
 HW1943  USGS QUAD   -  DURBIN (1995)
 HW1943
 HW1943                         *CURRENT SURVEY CONTROL
 HW1943  ___________________________________________________________________
 HW1943* NAD 83(1986)-  38 32 41.     (N)    079 49 54.     (W)     SCALED    
 HW1943* NAVD 88     -       829.041  (meters)    2719.95   (feet)  ADJUSTED  
 HW1943  ___________________________________________________________________
 HW1943  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HW1943  DYNAMIC HT  -         828.378 (meters)    2717.77  (feet)  COMP
 HW1943  MODELED GRAV-     979,801.0   (mgal)                       NAVD 88
 HW1943
 HW1943  VERT ORDER  -  FIRST     CLASS II
 HW1943
 HW1943.The horizontal coordinates were scaled from a topographic map and have
 HW1943.an estimated accuracy of +/- 6 seconds.
 HW1943
 HW1943.The orthometric height was determined by differential leveling
 HW1943.and adjusted by the National Geodetic Survey in June 1991..
 HW1943
 HW1943.The geoid height was determined by GEOID03.
 HW1943
 HW1943.The dynamic height is computed by dividing the NAVD 88
 HW1943.geopotential number by the normal gravity value computed on the
 HW1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1943.degrees latitude (g = 980.6199 gals.).
 HW1943
 HW1943.The modeled gravity was interpolated from observed gravity values.
 HW1943
 HW1943;                    North         East    Units  Estimated Accuracy
 HW1943;SPC WV S     -   172,090.      701,850.      MT  (+/- 180 meters Scaled)
 HW1943
 HW1943                          SUPERSEDED SURVEY CONTROL
 HW1943
 HW1943  NGVD 29 (??/??/92)  829.104  (m)         2720.15   (f) ADJ UNCH    1 2
 HW1943
 HW1943.Superseded values are not recommended for survey control.
 HW1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1943.See file dsdata.txt to determine how the superseded data were derived.
 HW1943
 HW1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC018669(NAD 83)
 HW1943_MARKER: DB = BENCH MARK DISK
 HW1943_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1943_SP_SET: BRIDGE
 HW1943_STAMPING: M 3 1933
 HW1943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1943
 HW1943  HISTORY     - Date     Condition        Report By
 HW1943  HISTORY     - 1933     MONUMENTED       CGS
 HW1943  HISTORY     - 1962     GOOD             NGS
 HW1943  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1943
 HW1943                          STATION DESCRIPTION
 HW1943
 HW1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW1943'0.4 MI W FROM DURBIN.
 HW1943'0.4 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HW1943'UNION STATION AT DURBIN, POCAHONTAS COUNTY, 0.1 MILE WEST OF
 HW1943'MILEPOST 95, AT BRIDGE 94.9, IN THE TOP OF THE THIRD STEP OF THE
 HW1943'EAST HEADWALL, 4 YARDS NORTH OF THE CENTERLINE OF THE TRACK,
 HW1943'AND ABOUT 1 YARD LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 HW1943'M 3 1933.
 HW1943
 HW1943                          STATION RECOVERY (1962)
 HW1943
 HW1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HW1943'RECOVERED IN GOOD CONDITION.
 HW1943
 HW1943                          STATION RECOVERY (1983)
 HW1943
 HW1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0111 ***********************************************************************
 GX0111  DESIGNATION -  M 30
 GX0111  PID         -  GX0111
 GX0111  STATE/COUNTY-  WV/MONROE
 GX0111  USGS QUAD   -  POTTS CREEK (1979)
 GX0111
 GX0111                         *CURRENT SURVEY CONTROL
 GX0111  ___________________________________________________________________
 GX0111* NAD 83(1986)-  37 37 04.     (N)    080 14 41.     (W)     SCALED    
 GX0111* NAVD 88     -       697.157  (meters)    2287.26   (feet)  ADJUSTED  
 GX0111  ___________________________________________________________________
 GX0111  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GX0111  DYNAMIC HT  -         696.551 (meters)    2285.27  (feet)  COMP
 GX0111  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 GX0111
 GX0111  VERT ORDER  -  SECOND    CLASS 0
 GX0111
 GX0111.The horizontal coordinates were scaled from a topographic map and have
 GX0111.an estimated accuracy of +/- 6 seconds.
 GX0111
 GX0111.The orthometric height was determined by differential leveling
 GX0111.and adjusted by the National Geodetic Survey in June 1991..
 GX0111
 GX0111.The geoid height was determined by GEOID03.
 GX0111
 GX0111.The dynamic height is computed by dividing the NAVD 88
 GX0111.geopotential number by the normal gravity value computed on the
 GX0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0111.degrees latitude (g = 980.6199 gals.).
 GX0111
 GX0111.The modeled gravity was interpolated from observed gravity values.
 GX0111
 GX0111;                    North         East    Units  Estimated Accuracy
 GX0111;SPC WV S     -    68,840.      666,680.      MT  (+/- 180 meters Scaled)
 GX0111
 GX0111                          SUPERSEDED SURVEY CONTROL
 GX0111
 GX0111  NGVD 29 (??/??/92)  697.290  (m)         2287.69   (f) ADJ UNCH    2 0
 GX0111
 GX0111.Superseded values are not recommended for survey control.
 GX0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0111.See file dsdata.txt to determine how the superseded data were derived.
 GX0111
 GX0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB666636(NAD 83)
 GX0111_MARKER: DB = BENCH MARK DISK
 GX0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0111_STAMPING: M 30 1935
 GX0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0111+STABILITY: SURFACE MOTION
 GX0111
 GX0111  HISTORY     - Date     Condition        Report By
 GX0111  HISTORY     - 1935     MONUMENTED       CGS
 GX0111  HISTORY     - 1944     GOOD             NGS
 GX0111  HISTORY     - 1963     GOOD             NGS
 GX0111
 GX0111                          STATION DESCRIPTION
 GX0111
 GX0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GX0111'1.2 MI S FROM SWEETSPRINGS.
 GX0111'1.2 MILES SOUTH ALONG STATE HIGHWAY 311 FROM THE POST OFFICE AT
 GX0111'SWEETSPRINGS, MONROE COUNTY, 0.9 MILE WEST OF THE LOWER END OF A
 GX0111'HORSESHOE CURVE IN THE HIGHWAY, 0.9 MILE SOUTH OF THE NORTH WYE
 GX0111'OF THE JUNCTION OF STATE HIGHWAY 3, 140 FEET SOUTHEAST OF THE
 GX0111'CONCRETE HEADWALL OF A CULVERT, 90 FEET WEST OF THE CENTERLINE
 GX0111'OF A DIM WOODS ROAD LEADING SOUTH, AND 30 FEET SOUTH OF THE
 GX0111'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 30 1935
 GX0111'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 GX0111'GROUND.
 GX0111
 GX0111                          STATION RECOVERY (1963)
 GX0111
 GX0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0864 ***********************************************************************
 JW0864  DESIGNATION -  M 31 RESET 1943
 JW0864  PID         -  JW0864
 JW0864  STATE/COUNTY-  WV/TUCKER
 JW0864  USGS QUAD   -  MOZARK MOUNTAIN (1995)
 JW0864
 JW0864                         *CURRENT SURVEY CONTROL
 JW0864  ___________________________________________________________________
 JW0864* NAD 83(1986)-  39 05 38.     (N)    079 33 14.     (W)     SCALED    
 JW0864* NAVD 88     -       712.39   (meters)    2337.2    (feet)  RESET     
 JW0864  ___________________________________________________________________
 JW0864  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JW0864
 JW0864  VERT ORDER  -  THIRD
 JW0864
 JW0864.The horizontal coordinates were scaled from a topographic map and have
 JW0864.an estimated accuracy of +/- 6 seconds.
 JW0864
 JW0864.The orthometric height was computed from unverified reset data.
 JW0864.No vertical observational check was made to the station.
 JW0864
 JW0864.The geoid height was determined by GEOID03.
 JW0864
 JW0864;                    North         East    Units  Estimated Accuracy
 JW0864;SPC WV N     -    65,930.      595,340.      MT  (+/- 180 meters Scaled)
 JW0864
 JW0864                          SUPERSEDED SURVEY CONTROL
 JW0864
 JW0864  NGVD 29 (??/??/??)  712.51   (m)         2337.6    (f) RESET       3  
 JW0864
 JW0864.Superseded values are not recommended for survey control.
 JW0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0864.See file dsdata.txt to determine how the superseded data were derived.
 JW0864
 JW0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD250281(NAD 83)
 JW0864_MARKER: DB = BENCH MARK DISK
 JW0864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0864_SP_SET: CULVERT
 JW0864_STAMPING: M 31 RESET 1943
 JW0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0864
 JW0864  HISTORY     - Date     Condition        Report By
 JW0864  HISTORY     - 1943     MONUMENTED       WMRR
 JW0864
 JW0864                          STATION DESCRIPTION
 JW0864
 JW0864'DESCRIBED BY WESTERN MARYLAND RAILROAD 1943
 JW0864'4.8 MI SW FROM THOMAS.
 JW0864'4.8 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0864'STATION AT THOMAS, TUCKER COUNTY, 1425 FEET SOUTHWEST OF MILEPOST
 JW0864'C 82, AT A CONCRETE BOX CULVERT ON TUB RUN, IN THE TOP OF THE
 JW0864'NORTHEAST WINGWALL, AND 32 FEET NORTHEAST OF THE CENTERLINE OF THE
 JW0864'TRACK.  A STANDARD DISK, STAMPED M 31 RESET 1943.  NOTE-- THIS
 JW0864'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED IN THE
 JW0864'WINTER OF 1943-44 BY ENGINEERS OF THE WESTERN MARYLAND RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2965 ***********************************************************************
 KY2965  DESIGNATION -  M 312
 KY2965  PID         -  KY2965
 KY2965  STATE/COUNTY-  WV/HANCOCK
 KY2965  USGS QUAD   -  WEIRTON (1994)
 KY2965
 KY2965                         *CURRENT SURVEY CONTROL
 KY2965  ___________________________________________________________________
 KY2965* NAD 83(1986)-  40 25 21.     (N)    080 35 33.     (W)     SCALED    
 KY2965* NAVD 88     -       234.945  (meters)     770.82   (feet)  ADJUSTED  
 KY2965  ___________________________________________________________________
 KY2965  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KY2965  DYNAMIC HT  -         234.823 (meters)     770.42  (feet)  COMP
 KY2965  MODELED GRAV-     980,101.0   (mgal)                       NAVD 88
 KY2965
 KY2965  VERT ORDER  -  FIRST     CLASS II
 KY2965
 KY2965.The horizontal coordinates were scaled from a topographic map and have
 KY2965.an estimated accuracy of +/- 6 seconds.
 KY2965
 KY2965.The orthometric height was determined by differential leveling
 KY2965.and adjusted by the National Geodetic Survey in June 1991..
 KY2965
 KY2965.The geoid height was determined by GEOID03.
 KY2965
 KY2965.The dynamic height is computed by dividing the NAVD 88
 KY2965.geopotential number by the normal gravity value computed on the
 KY2965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2965.degrees latitude (g = 980.6199 gals.).
 KY2965
 KY2965.The modeled gravity was interpolated from observed gravity values.
 KY2965
 KY2965;                    North         East    Units  Estimated Accuracy
 KY2965;SPC WV N     -   214,010.      507,280.      MT  (+/- 180 meters Scaled)
 KY2965
 KY2965                          SUPERSEDED SURVEY CONTROL
 KY2965
 KY2965.No superseded survey control is available for this station.
 KY2965
 KY2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE345747(NAD 83)
 KY2965_MARKER: I = METAL ROD
 KY2965_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KY2965_SP_SET: STAINLESS STEEL ROD
 KY2965_STAMPING: M 312 1983
 KY2965_MARK LOGO: NGS   
 KY2965_PROJECTION: FLUSH
 KY2965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2965_ROD/PIPE-DEPTH: 15.7 meters
 KY2965
 KY2965  HISTORY     - Date     Condition        Report By
 KY2965  HISTORY     - 1983     MONUMENTED       NGS
 KY2965
 KY2965                          STATION DESCRIPTION
 KY2965
 KY2965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2965'IN WEIRTON.
 KY2965'IN WEIRTON, 0.6 KM (0.35 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE
 KY2965'JUNCTION OF STATE HIGHWAY 105 (PENNSYLVANIA AVENUE) TO THE MARK ON THE
 KY2965'RIGHT, ON THE PROPERTY OF THE WEIRTON VOLUNTEER FIRE DEPARTMENT
 KY2965'COMPANY NO. 1, 12.95 METERS (42.5 FT) NORTH-NORTHEAST OF THE
 KY2965'CENTERLINE OF THE HIGHWAY, 5.36 METERS (17.6 FT) SOUTHWEST OF THE
 KY2965'NORTHEAST CORNER OF THE BUILDING, 0.91 METER (3.0 FT) SOUTHWEST OF A
 KY2965'FLAGPOLE.
 KY2965'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1130 ***********************************************************************
 JW1130  DESIGNATION -  M 313
 JW1130  PID         -  JW1130
 JW1130  STATE/COUNTY-  WV/PRESTON
 JW1130  USGS QUAD   -  TERRA ALTA (1976)
 JW1130
 JW1130                         *CURRENT SURVEY CONTROL
 JW1130  ___________________________________________________________________
 JW1130* NAD 83(1986)-  39 27 29.     (N)    079 35 35.     (W)     SCALED    
 JW1130* NAVD 88     -       820.622  (meters)    2692.32   (feet)  ADJUSTED  
 JW1130  ___________________________________________________________________
 JW1130  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JW1130  DYNAMIC HT  -         820.062 (meters)    2690.49  (feet)  COMP
 JW1130  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 JW1130
 JW1130  VERT ORDER  -  FIRST     CLASS II
 JW1130
 JW1130.The horizontal coordinates were scaled from a topographic map and have
 JW1130.an estimated accuracy of +/- 6 seconds.
 JW1130
 JW1130.The orthometric height was determined by differential leveling
 JW1130.and adjusted by the National Geodetic Survey in June 1991..
 JW1130
 JW1130.The geoid height was determined by GEOID03.
 JW1130
 JW1130.The dynamic height is computed by dividing the NAVD 88
 JW1130.geopotential number by the normal gravity value computed on the
 JW1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1130.degrees latitude (g = 980.6199 gals.).
 JW1130
 JW1130.The modeled gravity was interpolated from observed gravity values.
 JW1130
 JW1130;                    North         East    Units  Estimated Accuracy
 JW1130;SPC WV N     -   106,360.      591,990.      MT  (+/- 180 meters Scaled)
 JW1130
 JW1130                          SUPERSEDED SURVEY CONTROL
 JW1130
 JW1130.No superseded survey control is available for this station.
 JW1130
 JW1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD210685(NAD 83)
 JW1130_MARKER: DB = BENCH MARK DISK
 JW1130_SETTING: 66 = SET IN ROCK OUTCROP
 JW1130_SP_SET: ROCK OUTCROP
 JW1130_STAMPING: M 313 1983
 JW1130_MARK LOGO: NGS   
 JW1130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1130+STABILITY: POSITION/ELEVATION WELL
 JW1130
 JW1130  HISTORY     - Date     Condition        Report By
 JW1130  HISTORY     - 1983     MONUMENTED       NGS
 JW1130  HISTORY     - 19951021 MARK NOT FOUND   USPSQD
 JW1130
 JW1130                          STATION DESCRIPTION
 JW1130
 JW1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1130'5.8 KM (3.6 MI) WEST FROM TERRA ALTA.
 JW1130'5.8 KM (3.6 MI) WEST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 JW1130'BRANDONVILLE TURNPIKE (COUNTY ROUTE 3) IN TERRA ALTA TO THE MARK ON
 JW1130'THE LEFT, IN TOP OF BEDROCK, 0.1 KM (0.05 MI) SOUTHWEST OF A POWERLINE
 JW1130'CROSSING THE HIGHWAY, 6.10 METERS (20.0 FT) SOUTHEAST OF THE
 JW1130'CENTERLINE OF THE HIGHWAY, 7.92 METERS (26.0 FT) NORTHEAST OF A
 JW1130'36-INCH PIPE CULVERT UNDER THE HIGHWAY.
 JW1130'THE MARK IS 0.24 METERS  SW FROM A WITNESS POST.
 JW1130'THE MARK IS 0.18 M BELOW HIGHWAY.
 JW1130
 JW1130                          STATION RECOVERY (1995)
 JW1130
 JW1130'RECOVERY NOTE BY US POWER SQUADRON 1995
 JW1130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1735 ***********************************************************************
 JX1735  DESIGNATION -  M 314
 JX1735  PID         -  JX1735
 JX1735  STATE/COUNTY-  WV/WOOD
 JX1735  USGS QUAD   -  KANAWHA (1989)
 JX1735
 JX1735                         *CURRENT SURVEY CONTROL
 JX1735  ___________________________________________________________________
 JX1735* NAD 83(1986)-  39 14 49.     (N)    081 23 00.     (W)     SCALED    
 JX1735* NAVD 88     -       213.572  (meters)     700.69   (feet)  ADJUSTED  
 JX1735  ___________________________________________________________________
 JX1735  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JX1735  DYNAMIC HT  -         213.440 (meters)     700.26  (feet)  COMP
 JX1735  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 JX1735
 JX1735  VERT ORDER  -  FIRST     CLASS II
 JX1735
 JX1735.The horizontal coordinates were scaled from a topographic map and have
 JX1735.an estimated accuracy of +/- 6 seconds.
 JX1735
 JX1735.The orthometric height was determined by differential leveling
 JX1735.and adjusted by the National Geodetic Survey in June 1991..
 JX1735
 JX1735.The geoid height was determined by GEOID03.
 JX1735
 JX1735.The dynamic height is computed by dividing the NAVD 88
 JX1735.geopotential number by the normal gravity value computed on the
 JX1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1735.degrees latitude (g = 980.6199 gals.).
 JX1735
 JX1735.The modeled gravity was interpolated from observed gravity values.
 JX1735
 JX1735;                    North         East    Units  Estimated Accuracy
 JX1735;SPC WV N     -    84,630.      437,440.      MT  (+/- 180 meters Scaled)
 JX1735
 JX1735                          SUPERSEDED SURVEY CONTROL
 JX1735
 JX1735.No superseded survey control is available for this station.
 JX1735
 JX1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD669442(NAD 83)
 JX1735_MARKER: DB = BENCH MARK DISK
 JX1735_SETTING: 66 = SET IN ROCK OUTCROP
 JX1735_SP_SET: ROCK OUTCROP
 JX1735_STAMPING: M 314 1983
 JX1735_MARK LOGO: NGS   
 JX1735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1735+STABILITY: POSITION/ELEVATION WELL
 JX1735
 JX1735  HISTORY     - Date     Condition        Report By
 JX1735  HISTORY     - 1983     MONUMENTED       NGS
 JX1735
 JX1735                          STATION DESCRIPTION
 JX1735
 JX1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1735'12.2 KM (7.65 MI) EAST FROM PARKERSBURG.
 JX1735'12.2 KM (7.65 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1735'INTERSTATE 77 IN PARKERSBURG TO THE MARK ON THE RIGHT, 15.3 METERS
 JX1735'(50.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 JX1735'THE MARK IS 0.79 METERS  W FROM A WITNESS POST.
 JX1735'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1798 ***********************************************************************
 JX1798  DESIGNATION -  M 315
 JX1798  PID         -  JX1798
 JX1798  STATE/COUNTY-  WV/MARION
 JX1798  USGS QUAD   -  FAIRMONT EAST (1976)
 JX1798
 JX1798                         *CURRENT SURVEY CONTROL
 JX1798  ___________________________________________________________________
 JX1798* NAD 83(1986)-  39 26 29.     (N)    080 05 36.     (W)     SCALED    
 JX1798* NAVD 88     -       397.348  (meters)    1303.63   (feet)  ADJUSTED  
 JX1798  ___________________________________________________________________
 JX1798  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JX1798  DYNAMIC HT  -         397.100 (meters)    1302.82  (feet)  COMP
 JX1798  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 JX1798
 JX1798  VERT ORDER  -  FIRST     CLASS II
 JX1798
 JX1798.The horizontal coordinates were scaled from a topographic map and have
 JX1798.an estimated accuracy of +/- 6 seconds.
 JX1798
 JX1798.The orthometric height was determined by differential leveling
 JX1798.and adjusted by the National Geodetic Survey in June 1991..
 JX1798
 JX1798.The geoid height was determined by GEOID03.
 JX1798
 JX1798.The dynamic height is computed by dividing the NAVD 88
 JX1798.geopotential number by the normal gravity value computed on the
 JX1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1798.degrees latitude (g = 980.6199 gals.).
 JX1798
 JX1798.The modeled gravity was interpolated from observed gravity values.
 JX1798
 JX1798;                    North         East    Units  Estimated Accuracy
 JX1798;SPC WV N     -   104,680.      548,930.      MT  (+/- 180 meters Scaled)
 JX1798
 JX1798                          SUPERSEDED SURVEY CONTROL
 JX1798
 JX1798.No superseded survey control is available for this station.
 JX1798
 JX1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND780661(NAD 83)
 JX1798_MARKER: DB = BENCH MARK DISK
 JX1798_SETTING: 66 = SET IN ROCK OUTCROP
 JX1798_SP_SET: ROCK OUTCROP
 JX1798_STAMPING: M 315 1983
 JX1798_MARK LOGO: NGS   
 JX1798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1798+STABILITY: POSITION/ELEVATION WELL
 JX1798
 JX1798  HISTORY     - Date     Condition        Report By
 JX1798  HISTORY     - 1983     MONUMENTED       NGS
 JX1798
 JX1798                          STATION DESCRIPTION
 JX1798
 JX1798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1798'5.3 KM (3.3 MI) SOUTH FROM FAIRMONT.
 JX1798'5.3 KM (3.3 MI) SOUTH ALONG STATE HIGHWAY 310 FROM THE INTERSTATE 79
 JX1798'NORTHEASTBOUND OVERPASS BRIDGE IN FAIRMONT TO THE MARK ON THE LEFT, AT
 JX1798'THE BASE OF A ROCK CUT, 4.11 METERS (13.5 FT) EAST OF THE CENTERLINE
 JX1798'OF THE HIGHWAY, 53.34 METERS (175.0 FT) SOUTHEAST AND ACROSS THE
 JX1798'HIGHWAY FROM THE SOUTH END OF THE TOP CONCRETE STEP OF A SET OF STEPS
 JX1798'LEADING DOWN TO A SMALL SINGLE STORY FRAME HOUSE.
 JX1798'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 JX1798'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1689 ***********************************************************************
 JX1689  DESIGNATION -  M 316
 JX1689  PID         -  JX1689
 JX1689  STATE/COUNTY-  WV/WETZEL
 JX1689  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX1689
 JX1689                         *CURRENT SURVEY CONTROL
 JX1689  ___________________________________________________________________
 JX1689* NAD 83(1986)-  39 37 45.     (N)    080 51 48.     (W)     SCALED    
 JX1689* NAVD 88     -       191.951  (meters)     629.76   (feet)  ADJUSTED  
 JX1689  ___________________________________________________________________
 JX1689  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX1689  DYNAMIC HT  -         191.841 (meters)     629.40  (feet)  COMP
 JX1689  MODELED GRAV-     980,051.2   (mgal)                       NAVD 88
 JX1689
 JX1689  VERT ORDER  -  FIRST     CLASS II
 JX1689
 JX1689.The horizontal coordinates were scaled from a topographic map and have
 JX1689.an estimated accuracy of +/- 6 seconds.
 JX1689
 JX1689.The orthometric height was determined by differential leveling
 JX1689.and adjusted by the National Geodetic Survey in June 1991..
 JX1689
 JX1689.The geoid height was determined by GEOID03.
 JX1689
 JX1689.The dynamic height is computed by dividing the NAVD 88
 JX1689.geopotential number by the normal gravity value computed on the
 JX1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1689.degrees latitude (g = 980.6199 gals.).
 JX1689
 JX1689.The modeled gravity was interpolated from observed gravity values.
 JX1689
 JX1689;                    North         East    Units  Estimated Accuracy
 JX1689;SPC WV N     -   126,250.      482,960.      MT  (+/- 180 meters Scaled)
 JX1689
 JX1689                          SUPERSEDED SURVEY CONTROL
 JX1689
 JX1689.No superseded survey control is available for this station.
 JX1689
 JX1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND117866(NAD 83)
 JX1689_MARKER: I = METAL ROD
 JX1689_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1689_SP_SET: STAINLESS STEEL ROD
 JX1689_STAMPING: M 316 1983
 JX1689_MARK LOGO: NGS   
 JX1689_PROJECTION: FLUSH
 JX1689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1689_ROD/PIPE-DEPTH: 4.88 meters
 JX1689
 JX1689  HISTORY     - Date     Condition        Report By
 JX1689  HISTORY     - 1983     MONUMENTED       NGS
 JX1689
 JX1689                          STATION DESCRIPTION
 JX1689
 JX1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1689'IN NEW MARTINSVILLE.
 JX1689'IN NEW MARTINSVILLE, ALONG STATE HIGHWAY 2, AT THE ENTRANCE TO L.G.
 JX1689'WRIGHT GLASS COMPANY, BETWEEN THE STEEL GUARDRAIL AND WOODEN FENCE,
 JX1689'9.66 METERS (31.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 JX1689'4.48 METERS (14.7 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE DRIVE.
 JX1689'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1118 ***********************************************************************
 JW1118  DESIGNATION -  M 317
 JW1118  PID         -  JW1118
 JW1118  STATE/COUNTY-  WV/PRESTON
 JW1118  USGS QUAD   -  ROWLESBURG (1995)
 JW1118
 JW1118                         *CURRENT SURVEY CONTROL
 JW1118  ___________________________________________________________________
 JW1118* NAD 83(1986)-  39 20 06.     (N)    079 41 23.     (W)     SCALED    
 JW1118* NAVD 88     -       433.015  (meters)    1420.65   (feet)  ADJUSTED  
 JW1118  ___________________________________________________________________
 JW1118  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JW1118  DYNAMIC HT  -         432.738 (meters)    1419.74  (feet)  COMP
 JW1118  MODELED GRAV-     979,972.6   (mgal)                       NAVD 88
 JW1118
 JW1118  VERT ORDER  -  FIRST     CLASS II
 JW1118
 JW1118.The horizontal coordinates were scaled from a topographic map and have
 JW1118.an estimated accuracy of +/- 6 seconds.
 JW1118
 JW1118.The orthometric height was determined by differential leveling
 JW1118.and adjusted by the National Geodetic Survey in June 1991..
 JW1118
 JW1118.The geoid height was determined by GEOID03.
 JW1118
 JW1118.The dynamic height is computed by dividing the NAVD 88
 JW1118.geopotential number by the normal gravity value computed on the
 JW1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1118.degrees latitude (g = 980.6199 gals.).
 JW1118
 JW1118.The modeled gravity was interpolated from observed gravity values.
 JW1118
 JW1118;                    North         East    Units  Estimated Accuracy
 JW1118;SPC WV N     -    92,720.      583,640.      MT  (+/- 180 meters Scaled)
 JW1118
 JW1118                          SUPERSEDED SURVEY CONTROL
 JW1118
 JW1118.No superseded survey control is available for this station.
 JW1118
 JW1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD129547(NAD 83)
 JW1118_MARKER: DB = BENCH MARK DISK
 JW1118_SETTING: 66 = SET IN ROCK OUTCROP
 JW1118_SP_SET: ROCK OUTCROP
 JW1118_STAMPING: M 317 1983
 JW1118_MARK LOGO: NGS   
 JW1118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1118+STABILITY: POSITION/ELEVATION WELL
 JW1118
 JW1118  HISTORY     - Date     Condition        Report By
 JW1118  HISTORY     - 1983     MONUMENTED       NGS
 JW1118
 JW1118                          STATION DESCRIPTION
 JW1118
 JW1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1118'2.6 KM (1.6 MI) SOUTH FROM ROWLESBURG.
 JW1118'2.6 KM (1.6 MI) SOUTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1118'ELEMENTARY SCHOOL IN ROWLESBURG TO THE MARK ON THE RIGHT, IN TOP OF
 JW1118'THE BASE OF A ROCK LEDGE, 5.94 METERS (19.5 FT) SOUTHEAST OF THE
 JW1118'CENTERLINE OF THE HIGHWAY, 5.94 METERS (19.5 FT) SOUTHWEST OF POWER
 JW1118'POLE 96-818, 1.37 METERS (4.5 FT) NORTHWEST OF THE NORTH CORNER OF THE
 JW1118'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 JW1118'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 JW1118'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1759 ***********************************************************************
 JX1759  DESIGNATION -  M 319
 JX1759  PID         -  JX1759
 JX1759  STATE/COUNTY-  WV/DODDRIDGE
 JX1759  USGS QUAD   -  SMITHBURG (1976)
 JX1759
 JX1759                         *CURRENT SURVEY CONTROL
 JX1759  ___________________________________________________________________
 JX1759* NAD 83(1986)-  39 17 29.     (N)    080 38 06.     (W)     SCALED    
 JX1759* NAVD 88     -       270.884  (meters)     888.73   (feet)  ADJUSTED  
 JX1759  ___________________________________________________________________
 JX1759  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JX1759  DYNAMIC HT  -         270.717 (meters)     888.18  (feet)  COMP
 JX1759  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 JX1759
 JX1759  VERT ORDER  -  FIRST     CLASS II
 JX1759
 JX1759.The horizontal coordinates were scaled from a topographic map and have
 JX1759.an estimated accuracy of +/- 6 seconds.
 JX1759
 JX1759.The orthometric height was determined by differential leveling
 JX1759.and adjusted by the National Geodetic Survey in June 1991..
 JX1759
 JX1759.The geoid height was determined by GEOID03.
 JX1759
 JX1759.The dynamic height is computed by dividing the NAVD 88
 JX1759.geopotential number by the normal gravity value computed on the
 JX1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1759.degrees latitude (g = 980.6199 gals.).
 JX1759
 JX1759.The modeled gravity was interpolated from observed gravity values.
 JX1759
 JX1759;                    North         East    Units  Estimated Accuracy
 JX1759;SPC WV N     -    88,480.      502,090.      MT  (+/- 180 meters Scaled)
 JX1759
 JX1759                          SUPERSEDED SURVEY CONTROL
 JX1759
 JX1759.No superseded survey control is available for this station.
 JX1759
 JX1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND314491(NAD 83)
 JX1759_MARKER: I = METAL ROD
 JX1759_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1759_SP_SET: STAINLESS STEEL ROD
 JX1759_STAMPING: M 319 1983
 JX1759_MARK LOGO: NGS   
 JX1759_PROJECTION: FLUSH
 JX1759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1759_ROD/PIPE-DEPTH: 4.8  meters
 JX1759
 JX1759  HISTORY     - Date     Condition        Report By
 JX1759  HISTORY     - 1983     MONUMENTED       NGS
 JX1759
 JX1759                          STATION DESCRIPTION
 JX1759
 JX1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1759'6.4 KM (4.05 MI) WEST FROM SALEM.
 JX1759'6.4 KM (4.05 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1759'HIGHWAY 23 AT THE NORTH EDGE OF SALEM TO THE MARK ON THE LEFT,
 JX1759'11.4 METERS (37.5 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND
 JX1759'LANE OF THE HIGHWAY, 10.3 METERS (34.0 FT) EAST OF THE NORTHEAST END
 JX1759'OF THE GUARDRAIL.
 JX1759'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 JX1759'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0723 ***********************************************************************
 JW0723  DESIGNATION -  M 32
 JW0723  PID         -  JW0723
 JW0723  STATE/COUNTY-  WV/GRANT
 JW0723  USGS QUAD   -  GREENLAND GAP (1981)
 JW0723
 JW0723                         *CURRENT SURVEY CONTROL
 JW0723  ___________________________________________________________________
 JW0723* NAD 83(1986)-  39 14 38.     (N)    079 13 24.     (W)     SCALED    
 JW0723* NAVD 88     -       872.170  (meters)    2861.44   (feet)  ADJUSTED  
 JW0723  ___________________________________________________________________
 JW0723  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JW0723  DYNAMIC HT  -         871.535 (meters)    2859.36  (feet)  COMP
 JW0723  MODELED GRAV-     979,869.2   (mgal)                       NAVD 88
 JW0723
 JW0723  VERT ORDER  -  SECOND    CLASS 0
 JW0723
 JW0723.The horizontal coordinates were scaled from a topographic map and have
 JW0723.an estimated accuracy of +/- 6 seconds.
 JW0723
 JW0723.The orthometric height was determined by differential leveling
 JW0723.and adjusted by the National Geodetic Survey in June 1991..
 JW0723
 JW0723.The geoid height was determined by GEOID03.
 JW0723
 JW0723.The dynamic height is computed by dividing the NAVD 88
 JW0723.geopotential number by the normal gravity value computed on the
 JW0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0723.degrees latitude (g = 980.6199 gals.).
 JW0723
 JW0723.The modeled gravity was interpolated from observed gravity values.
 JW0723
 JW0723;                    North         East    Units  Estimated Accuracy
 JW0723;SPC WV N     -    82,620.      623,880.      MT  (+/- 180 meters Scaled)
 JW0723
 JW0723                          SUPERSEDED SURVEY CONTROL
 JW0723
 JW0723  NGVD 29 (??/??/92)  872.285  (m)         2861.82   (f) ADJ UNCH    2 0
 JW0723
 JW0723.Superseded values are not recommended for survey control.
 JW0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0723.See file dsdata.txt to determine how the superseded data were derived.
 JW0723
 JW0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD533453(NAD 83)
 JW0723_MARKER: DB = BENCH MARK DISK
 JW0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0723_STAMPING: M 32 1935
 JW0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0723+STABILITY: SURFACE MOTION
 JW0723
 JW0723  HISTORY     - Date     Condition        Report By
 JW0723  HISTORY     - 1935     MONUMENTED       CGS
 JW0723  HISTORY     - 1954     GOOD             NGS
 JW0723
 JW0723                          STATION DESCRIPTION
 JW0723
 JW0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0723'2.5 MI SE FROM MOUNT STORM.
 JW0723'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 42 FROM THE JUNCTION
 JW0723'WITH U.S. HIGHWAY 50 AT MOUNT STORM, GRANT COUNTY, OPPOSITE A
 JW0723'PRIVATE ROAD LEADING TO THE MASLIN TWO-STORY FARMHOUSE, 28.5
 JW0723'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 23.0 FEET SOUTH OF A
 JW0723'GATE LEADING TO A PASTURE, 10 FEET SOUTH OF A STONE CULVERT, 2 FEET
 JW0723'EAST OF A FENCE, AND 1.2 FEET SOUTH OF A WHITE WOODEN POST
 JW0723'STENCILED U.S.B.M.  A STANDARD DISK, STAMPED M 32 1935 AND SET
 JW0723'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 JW0723'GROUND.
 JW0723
 JW0723                          STATION RECOVERY (1954)
 JW0723
 JW0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1783 ***********************************************************************
 JX1783  DESIGNATION -  M 320
 JX1783  PID         -  JX1783
 JX1783  STATE/COUNTY-  WV/TAYLOR
 JX1783  USGS QUAD   -  GRAFTON (1976)
 JX1783
 JX1783                         *CURRENT SURVEY CONTROL
 JX1783  ___________________________________________________________________
 JX1783* NAD 83(1986)-  39 20 12.     (N)    080 03 46.     (W)     SCALED    
 JX1783* NAVD 88     -       333.655  (meters)    1094.67   (feet)  ADJUSTED  
 JX1783  ___________________________________________________________________
 JX1783  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JX1783  DYNAMIC HT  -         333.446 (meters)    1093.98  (feet)  COMP
 JX1783  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 JX1783
 JX1783  VERT ORDER  -  FIRST     CLASS II
 JX1783
 JX1783.The horizontal coordinates were scaled from a topographic map and have
 JX1783.an estimated accuracy of +/- 6 seconds.
 JX1783
 JX1783.The orthometric height was determined by differential leveling
 JX1783.and adjusted by the National Geodetic Survey in June 1991..
 JX1783
 JX1783.The geoid height was determined by GEOID03.
 JX1783
 JX1783.The dynamic height is computed by dividing the NAVD 88
 JX1783.geopotential number by the normal gravity value computed on the
 JX1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1783.degrees latitude (g = 980.6199 gals.).
 JX1783
 JX1783.The modeled gravity was interpolated from observed gravity values.
 JX1783
 JX1783;                    North         East    Units  Estimated Accuracy
 JX1783;SPC WV N     -    93,040.      551,480.      MT  (+/- 180 meters Scaled)
 JX1783
 JX1783                          SUPERSEDED SURVEY CONTROL
 JX1783
 JX1783.No superseded survey control is available for this station.
 JX1783
 JX1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND807545(NAD 83)
 JX1783_MARKER: DB = BENCH MARK DISK
 JX1783_SETTING: 66 = SET IN ROCK OUTCROP
 JX1783_SP_SET: ROCK OUTCROP
 JX1783_STAMPING: M 320 1983
 JX1783_MARK LOGO: NGS   
 JX1783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1783+STABILITY: POSITION/ELEVATION WELL
 JX1783
 JX1783  HISTORY     - Date     Condition        Report By
 JX1783  HISTORY     - 1983     MONUMENTED       NGS
 JX1783
 JX1783                          STATION DESCRIPTION
 JX1783
 JX1783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1783'2.2 KM (1.45 MI) WEST FROM GRAFTON.
 JX1783'2.2 KM (1.45 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE BRIDGE OVER
 JX1783'TYGART RIVER IN GRAFTON TO THE MARK ON THE RIGHT, IN A ROCK LEDGE,
 JX1783'16.3 METERS (53.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 JX1783'THE MARK IS 0.91 METERS  NE FROM A WITNESS POST.
 JX1783'THE MARK IS 0.76 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1820 ***********************************************************************
 JX1820  DESIGNATION -  M 322
 JX1820  PID         -  JX1820
 JX1820  STATE/COUNTY-  WV/BARBOUR
 JX1820  USGS QUAD   -  PHILIPPI (1977)
 JX1820
 JX1820                         *CURRENT SURVEY CONTROL
 JX1820  ___________________________________________________________________
 JX1820* NAD 83(1986)-  39 07 45.     (N)    080 00 24.     (W)     SCALED    
 JX1820* NAVD 88     -       515.879  (meters)    1692.51   (feet)  ADJUSTED  
 JX1820  ___________________________________________________________________
 JX1820  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JX1820  DYNAMIC HT  -         515.535 (meters)    1691.38  (feet)  COMP
 JX1820  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 JX1820
 JX1820  VERT ORDER  -  FIRST     CLASS II
 JX1820
 JX1820.The horizontal coordinates were scaled from a topographic map and have
 JX1820.an estimated accuracy of +/- 6 seconds.
 JX1820
 JX1820.The orthometric height was determined by differential leveling
 JX1820.and adjusted by the National Geodetic Survey in June 1991..
 JX1820
 JX1820.The geoid height was determined by GEOID03.
 JX1820
 JX1820.The dynamic height is computed by dividing the NAVD 88
 JX1820.geopotential number by the normal gravity value computed on the
 JX1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1820.degrees latitude (g = 980.6199 gals.).
 JX1820
 JX1820.The modeled gravity was interpolated from observed gravity values.
 JX1820
 JX1820;                    North         East    Units  Estimated Accuracy
 JX1820;SPC WV N     -    69,970.      556,190.      MT  (+/- 180 meters Scaled)
 JX1820
 JX1820                          SUPERSEDED SURVEY CONTROL
 JX1820
 JX1820.No superseded survey control is available for this station.
 JX1820
 JX1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND858315(NAD 83)
 JX1820_MARKER: DB = BENCH MARK DISK
 JX1820_SETTING: 66 = SET IN ROCK OUTCROP
 JX1820_SP_SET: ROCK OUTCROP
 JX1820_STAMPING: M 322 1983
 JX1820_MARK LOGO: NGS   
 JX1820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1820+STABILITY: POSITION/ELEVATION WELL
 JX1820
 JX1820  HISTORY     - Date     Condition        Report By
 JX1820  HISTORY     - 1983     MONUMENTED       NGS
 JX1820
 JX1820                          STATION DESCRIPTION
 JX1820
 JX1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1820'3.8 KM (2.35 MI) SOUTH FROM PHILIPPI.
 JX1820'3.8 KM (2.35 MI) SOUTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JX1820'PHILIPPI TO THE MARK ON THE LEFT, SET IN THE LOWER LEDGE OF A ROCK
 JX1820'CUT, 7.92 METERS (26.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 JX1820'13.72 METERS (45.0 FT) EAST OF THE HIGHEST POINT OF THE ROCK CUT.
 JX1820'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 JX1820'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1716 ***********************************************************************
 JX1716  DESIGNATION -  M 323
 JX1716  PID         -  JX1716
 JX1716  STATE/COUNTY-  WV/WOOD
 JX1716  USGS QUAD   -  VALLEY MILLS (1994)
 JX1716
 JX1716                         *CURRENT SURVEY CONTROL
 JX1716  ___________________________________________________________________
 JX1716* NAD 83(1986)-  39 18 59.     (N)    081 27 43.     (W)     SCALED    
 JX1716* NAVD 88     -       269.638  (meters)     884.64   (feet)  ADJUSTED  
 JX1716  ___________________________________________________________________
 JX1716  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JX1716  DYNAMIC HT  -         269.472 (meters)     884.09  (feet)  COMP
 JX1716  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 JX1716
 JX1716  VERT ORDER  -  FIRST     CLASS II
 JX1716
 JX1716.The horizontal coordinates were scaled from a topographic map and have
 JX1716.an estimated accuracy of +/- 6 seconds.
 JX1716
 JX1716.The orthometric height was determined by differential leveling
 JX1716.and adjusted by the National Geodetic Survey in June 1991..
 JX1716
 JX1716.The geoid height was determined by GEOID03.
 JX1716
 JX1716.The dynamic height is computed by dividing the NAVD 88
 JX1716.geopotential number by the normal gravity value computed on the
 JX1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1716.degrees latitude (g = 980.6199 gals.).
 JX1716
 JX1716.The modeled gravity was interpolated from observed gravity values.
 JX1716
 JX1716;                    North         East    Units  Estimated Accuracy
 JX1716;SPC WV N     -    92,480.      430,820.      MT  (+/- 180 meters Scaled)
 JX1716
 JX1716                          SUPERSEDED SURVEY CONTROL
 JX1716
 JX1716.No superseded survey control is available for this station.
 JX1716
 JX1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD601519(NAD 83)
 JX1716_MARKER: I = METAL ROD
 JX1716_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1716_SP_SET: STAINLESS STEEL ROD
 JX1716_STAMPING: M 323 1983
 JX1716_MARK LOGO: NGS   
 JX1716_PROJECTION: FLUSH
 JX1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1716_ROD/PIPE-DEPTH: 7.2  meters
 JX1716
 JX1716  HISTORY     - Date     Condition        Report By
 JX1716  HISTORY     - 1983     MONUMENTED       NGS
 JX1716
 JX1716                          STATION DESCRIPTION
 JX1716
 JX1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1716'8.1 KM (5.05 MI) SW FROM WAVERLY.
 JX1716'0.1 KM (0.05 MI) SOUTH ALONG WAVERLY STREET FROM THE POST OFFICE IN
 JX1716'WAVERLY, THENCE 8.0 KM (5.0 MI) SOUTHWEST ALONG STATE HIGHWAY 2 TO THE
 JX1716'MARK ON THE LEFT, AT SIGN (NORTHWOOD VILLA ESTATES), 11.03 METERS
 JX1716'(36.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 JX1716'7.77 METERS (25.5 FT) NORTHEAST OF THE CENTER OF A ROAD LEADING INTO
 JX1716'THE ESTATES, 1.04 METERS (3.4 FT) NORTH-NORTHWEST OF THE
 JX1716'SOUTH-SOUTHEAST WOODEN LEG OF THE SIGN.
 JX1716'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3210 ***********************************************************************
 HW3210  DESIGNATION -  M 324
 HW3210  PID         -  HW3210
 HW3210  STATE/COUNTY-  WV/RANDOLPH
 HW3210  USGS QUAD   -  BEVERLY WEST (1995)
 HW3210
 HW3210                         *CURRENT SURVEY CONTROL
 HW3210  ___________________________________________________________________
 HW3210* NAD 83(1986)-  38 48 46.     (N)    079 52 41.     (W)     SCALED    
 HW3210* NAVD 88     -       601.336  (meters)    1972.88   (feet)  ADJUSTED  
 HW3210  ___________________________________________________________________
 HW3210  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HW3210  DYNAMIC HT  -         600.900 (meters)    1971.45  (feet)  COMP
 HW3210  MODELED GRAV-     979,882.9   (mgal)                       NAVD 88
 HW3210
 HW3210  VERT ORDER  -  FIRST     CLASS II
 HW3210
 HW3210.The horizontal coordinates were scaled from a topographic map and have
 HW3210.an estimated accuracy of +/- 6 seconds.
 HW3210
 HW3210.The orthometric height was determined by differential leveling
 HW3210.and adjusted by the National Geodetic Survey in June 1991..
 HW3210
 HW3210.The geoid height was determined by GEOID03.
 HW3210
 HW3210.The dynamic height is computed by dividing the NAVD 88
 HW3210.geopotential number by the normal gravity value computed on the
 HW3210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3210.degrees latitude (g = 980.6199 gals.).
 HW3210
 HW3210.The modeled gravity was interpolated from observed gravity values.
 HW3210
 HW3210;                    North         East    Units  Estimated Accuracy
 HW3210;SPC WV S     -   201,790.      697,440.      MT  (+/- 180 meters Scaled)
 HW3210
 HW3210                          SUPERSEDED SURVEY CONTROL
 HW3210
 HW3210.No superseded survey control is available for this station.
 HW3210
 HW3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC974965(NAD 83)
 HW3210_MARKER: DB = BENCH MARK DISK
 HW3210_SETTING: 66 = SET IN ROCK OUTCROP
 HW3210_SP_SET: ROCK OUTCROP
 HW3210_STAMPING: M 324 1983
 HW3210_MARK LOGO: NGS   
 HW3210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3210+STABILITY: POSITION/ELEVATION WELL
 HW3210
 HW3210  HISTORY     - Date     Condition        Report By
 HW3210  HISTORY     - 1983     MONUMENTED       NGS
 HW3210
 HW3210                          STATION DESCRIPTION
 HW3210
 HW3210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3210'2.6 KM (1.6 MI) NORTH FROM DAILEY.
 HW3210'2.6 KM (1.6 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 HW3210'DAILEY TO THE MARK ON THE RIGHT, SET VERTICALLY IN THE MIDDLE OF A
 HW3210'LARGE CUT ROCK, 12.80 METERS (42.0 FT) EAST OF THE CENTERLINE OF THE
 HW3210'HIGHWAY, 7.71 METERS (25.3 FT) NORTHEAST OF UTILITY POLE 267.
 HW3210'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3190 ***********************************************************************
 GX3190  DESIGNATION -  M 325
 GX3190  PID         -  GX3190
 GX3190  STATE/COUNTY-  WV/GREENBRIER
 GX3190  USGS QUAD   -  LEWISBURG (1979)
 GX3190
 GX3190                         *CURRENT SURVEY CONTROL
 GX3190  ___________________________________________________________________
 GX3190* NAD 83(1986)-  37 47 36.     (N)    080 26 45.     (W)     SCALED    
 GX3190* NAVD 88     -       669.281  (meters)    2195.80   (feet)  ADJUSTED  
 GX3190  ___________________________________________________________________
 GX3190  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GX3190  DYNAMIC HT  -         668.721 (meters)    2193.96  (feet)  COMP
 GX3190  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GX3190
 GX3190  VERT ORDER  -  FIRST     CLASS II
 GX3190
 GX3190.The horizontal coordinates were scaled from a topographic map and have
 GX3190.an estimated accuracy of +/- 6 seconds.
 GX3190
 GX3190.The orthometric height was determined by differential leveling
 GX3190.and adjusted by the National Geodetic Survey in June 1991..
 GX3190
 GX3190.The geoid height was determined by GEOID03.
 GX3190
 GX3190.The dynamic height is computed by dividing the NAVD 88
 GX3190.geopotential number by the normal gravity value computed on the
 GX3190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3190.degrees latitude (g = 980.6199 gals.).
 GX3190
 GX3190.The modeled gravity was interpolated from observed gravity values.
 GX3190
 GX3190;                    North         East    Units  Estimated Accuracy
 GX3190;SPC WV S     -    88,200.      648,810.      MT  (+/- 180 meters Scaled)
 GX3190
 GX3190                          SUPERSEDED SURVEY CONTROL
 GX3190
 GX3190.No superseded survey control is available for this station.
 GX3190
 GX3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB487830(NAD 83)
 GX3190_MARKER: DB = BENCH MARK DISK
 GX3190_SETTING: 66 = SET IN ROCK OUTCROP
 GX3190_SP_SET: ROCK OUTCROP
 GX3190_STAMPING: M 325 1984
 GX3190_MARK LOGO: NGS   
 GX3190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3190+STABILITY: POSITION/ELEVATION WELL
 GX3190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3190+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 GX3190
 GX3190  HISTORY     - Date     Condition        Report By
 GX3190  HISTORY     - 1984     MONUMENTED       NGS
 GX3190  HISTORY     - 20051004 GOOD             TEI
 GX3190
 GX3190                          STATION DESCRIPTION
 GX3190
 GX3190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3190'1.1 KM (0.65 MI) SOUTH FROM LEWISBURG.
 GX3190'1.1 KM (0.65 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 GX3190'U.S. HIGHWAY 60 IN LEWISBURG TO THE MARK ON THE LEFT, NEAR THE SOUTH
 GX3190'END OF A ROCK CUT, 6.71 METERS (22.0 FT) EAST OF THE CENTERLINE OF THE
 GX3190'HIGHWAY, 22.56 METERS (74.0 FT) NORTH OF THE CENTER OF A PAVED
 GX3190'DRIVEWAY LEADING EAST AND UPHILL, 11.89 METERS (39.0 FT) NORTH OF THE
 GX3190'SOUTH END OF THE ROCK CUT.
 GX3190'THE MARK IS 1.0 M ABOVE HIGHWAY.
 GX3190
 GX3190                          STATION RECOVERY (2005)
 GX3190
 GX3190'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2005 (EMM)
 GX3190'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1222 ***********************************************************************
 JW1222  DESIGNATION -  M 326
 JW1222  PID         -  JW1222
 JW1222  STATE/COUNTY-  WV/MORGAN
 JW1222  USGS QUAD   -  BIG POOL (1998)
 JW1222
 JW1222                         *CURRENT SURVEY CONTROL
 JW1222  ___________________________________________________________________
 JW1222* NAD 83(1986)-  39 36 32.     (N)    078 04 49.     (W)     SCALED    
 JW1222* NAVD 88     -       206.618  (meters)     677.88   (feet)  ADJUSTED  
 JW1222  ___________________________________________________________________
 JW1222  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JW1222  DYNAMIC HT  -         206.496 (meters)     677.48  (feet)  COMP
 JW1222  MODELED GRAV-     980,032.7   (mgal)                       NAVD 88
 JW1222
 JW1222  VERT ORDER  -  FIRST     CLASS II
 JW1222
 JW1222.The horizontal coordinates were scaled from a topographic map and have
 JW1222.an estimated accuracy of +/- 6 seconds.
 JW1222
 JW1222.The orthometric height was determined by differential leveling
 JW1222.and adjusted by the National Geodetic Survey in June 1991..
 JW1222
 JW1222.The geoid height was determined by GEOID03.
 JW1222
 JW1222.The dynamic height is computed by dividing the NAVD 88
 JW1222.geopotential number by the normal gravity value computed on the
 JW1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1222.degrees latitude (g = 980.6199 gals.).
 JW1222
 JW1222.The modeled gravity was interpolated from observed gravity values.
 JW1222
 JW1222;                    North         East    Units  Estimated Accuracy
 JW1222;SPC WV N     -   124,070.      721,910.      MT  (+/- 180 meters Scaled)
 JW1222
 JW1222                          SUPERSEDED SURVEY CONTROL
 JW1222
 JW1222.No superseded survey control is available for this station.
 JW1222
 JW1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD506884(NAD 83)
 JW1222_MARKER: I = METAL ROD
 JW1222_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1222_SP_SET: STAINLESS STEEL ROD
 JW1222_STAMPING: M 326 1983
 JW1222_MARK LOGO: NGS   
 JW1222_PROJECTION: FLUSH
 JW1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1222_ROD/PIPE-DEPTH: 4.9  meters
 JW1222
 JW1222  HISTORY     - Date     Condition        Report By
 JW1222  HISTORY     - 1983     MONUMENTED       NGS
 JW1222
 JW1222                          STATION DESCRIPTION
 JW1222
 JW1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1222'12.1 KM (7.55 MI) WNW FROM HEDGESVILLE.
 JW1222'12.1 KM (7.55 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 9 FROM THE POST
 JW1222'OFFICE IN HEDGESVILLE TO THE MARK ON THE LEFT, AT THE EAST CORNER OF
 JW1222'THE PLEASANT VIEW ELEMENTARY SCHOOL, 40.0 METERS (131.0 FT) SOUTHWEST
 JW1222'OF THE CENTERLINE OF THE HIGHWAY, 6.0 METERS (19.5 FT) SOUTH OF THE
 JW1222'FLAGPOLE, 0.91 METER (3.0 FT) NORTHEAST OF THE EAST CORNER OF THE
 JW1222'SCHOOL.
 JW1222'THE MARK IS 0.18 M BELOW DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4112 ***********************************************************************
 JV4112  DESIGNATION -  M 327
 JV4112  PID         -  JV4112
 JV4112  STATE/COUNTY-  WV/BERKELEY
 JV4112  USGS QUAD   -  MARTINSBURG (1979)
 JV4112
 JV4112                         *CURRENT SURVEY CONTROL
 JV4112  ___________________________________________________________________
 JV4112* NAD 83(1986)-  39 25 22.     (N)    077 55 32.     (W)     SCALED    
 JV4112* NAVD 88     -       146.145  (meters)     479.48   (feet)  ADJUSTED  
 JV4112  ___________________________________________________________________
 JV4112  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JV4112  DYNAMIC HT  -         146.057 (meters)     479.19  (feet)  COMP
 JV4112  MODELED GRAV-     980,022.6   (mgal)                       NAVD 88
 JV4112
 JV4112  VERT ORDER  -  FIRST     CLASS II
 JV4112
 JV4112.The horizontal coordinates were scaled from a topographic map and have
 JV4112.an estimated accuracy of +/- 6 seconds.
 JV4112
 JV4112.The orthometric height was determined by differential leveling
 JV4112.and adjusted by the National Geodetic Survey in June 1991..
 JV4112
 JV4112.The geoid height was determined by GEOID03.
 JV4112
 JV4112.The dynamic height is computed by dividing the NAVD 88
 JV4112.geopotential number by the normal gravity value computed on the
 JV4112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4112.degrees latitude (g = 980.6199 gals.).
 JV4112
 JV4112.The modeled gravity was interpolated from observed gravity values.
 JV4112
 JV4112;                    North         East    Units  Estimated Accuracy
 JV4112;SPC WV N     -   103,630.      735,560.      MT  (+/- 180 meters Scaled)
 JV4112
 JV4112                          SUPERSEDED SURVEY CONTROL
 JV4112
 JV4112.No superseded survey control is available for this station.
 JV4112
 JV4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ481677(NAD 83)
 JV4112_MARKER: I = METAL ROD
 JV4112_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JV4112+WITH SETTING: INFORMATION.
 JV4112_SP_SET: SHALLOW SET METAL ROD
 JV4112_STAMPING: M 327 1983
 JV4112_MARK LOGO: NGS   
 JV4112_PROJECTION: FLUSH
 JV4112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV4112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV4112+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 JV4112_ROD/PIPE-DEPTH: 2.7  meters
 JV4112
 JV4112  HISTORY     - Date     Condition        Report By
 JV4112  HISTORY     - 1983     MONUMENTED       NGS
 JV4112  HISTORY     - 20020410 GOOD             DEWDAV
 JV4112
 JV4112                          STATION DESCRIPTION
 JV4112
 JV4112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4112'6.8 KM (4.25 MI) SSE FROM MARTINSBURG.
 JV4112'6.8 KM (4.25 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE
 JV4112'COURTHOUSE IN MARTINSBURG TO THE MARK ON THE LEFT, AT THE JUNCTION OF
 JV4112'BAKER HEIGHTS ROAD, 6.10 METERS (20.0 FT) NORTHEAST OF THE CENTERLINE
 JV4112'OF THE HIGHWAY, 21.64 METERS (71.0 FT) SOUTHEAST OF THE CENTER OF THE
 JV4112'JUNCTION OF THE ROAD, 2.30 METERS (7.5 FT) NORTH OF POWER POLE 357-1,
 JV4112'0.45 METER (1.5 FT) SOUTH OF THE SOUTH CORNER OF THE CONCRETE BASE OF
 JV4112'A SIGN (MIRROR BOUTIQUE).  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE
 JV4112'THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 JV4112'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 JV4112'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JV4112
 JV4112                          STATION RECOVERY (2002)
 JV4112
 JV4112'RECOVERY NOTE BY DEWBERRY DAVIS 2002 (CSW)
 JV4112'BAKER HEIGHTS ROAD IS NOW CALLED VAN CLEVESVILLE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3214 ***********************************************************************
 GX3214  DESIGNATION -  M 328
 GX3214  PID         -  GX3214
 GX3214  STATE/COUNTY-  WV/SUMMERS
 GX3214  USGS QUAD   -  TALCOTT (1968)
 GX3214
 GX3214                         *CURRENT SURVEY CONTROL
 GX3214  ___________________________________________________________________
 GX3214* NAD 83(1986)-  37 38 20.     (N)    080 48 18.     (W)     SCALED    
 GX3214* NAVD 88     -       431.315  (meters)    1415.07   (feet)  ADJUSTED  
 GX3214  ___________________________________________________________________
 GX3214  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX3214  DYNAMIC HT  -         430.956 (meters)    1413.89  (feet)  COMP
 GX3214  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GX3214
 GX3214  VERT ORDER  -  FIRST     CLASS II
 GX3214
 GX3214.The horizontal coordinates were scaled from a topographic map and have
 GX3214.an estimated accuracy of +/- 6 seconds.
 GX3214
 GX3214.The orthometric height was determined by differential leveling
 GX3214.and adjusted by the National Geodetic Survey in June 1991..
 GX3214
 GX3214.The geoid height was determined by GEOID03.
 GX3214
 GX3214.The dynamic height is computed by dividing the NAVD 88
 GX3214.geopotential number by the normal gravity value computed on the
 GX3214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3214.degrees latitude (g = 980.6199 gals.).
 GX3214
 GX3214.The modeled gravity was interpolated from observed gravity values.
 GX3214
 GX3214;                    North         East    Units  Estimated Accuracy
 GX3214;SPC WV S     -    70,930.      617,210.      MT  (+/- 180 meters Scaled)
 GX3214
 GX3214                          SUPERSEDED SURVEY CONTROL
 GX3214
 GX3214.No superseded survey control is available for this station.
 GX3214
 GX3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB172657(NAD 83)
 GX3214_MARKER: DB = BENCH MARK DISK
 GX3214_SETTING: 66 = SET IN ROCK OUTCROP
 GX3214_SP_SET: ROCK OUTCROP
 GX3214_STAMPING: M 328 1984
 GX3214_MARK LOGO: NGS   
 GX3214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3214+STABILITY: POSITION/ELEVATION WELL
 GX3214
 GX3214  HISTORY     - Date     Condition        Report By
 GX3214  HISTORY     - 1984     MONUMENTED       NGS
 GX3214  HISTORY     - 1984     GOOD             NGS
 GX3214
 GX3214                          STATION DESCRIPTION
 GX3214
 GX3214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3214'6.4 KM (4.0 MI) WEST FROM TALCOTT.
 GX3214'0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 GX3214'TALCOTT, THENCE 5.9 KM (3.65 MI) WEST ALONG STATE HIGHWAY 12, TO THE
 GX3214'JUNCTION OF STATE HIGHWAY 3 NORTH, THENCE 0.2 KM (0.1 MI) SOUTH ALONG
 GX3214'STATE HIGHWAY 12 TO THE MARK ON THE RIGHT, SET VERTICALLY IN THE
 GX3214'CENTER OF A SMALL ROCK CUT, 5.49 METERS (18.0 FT) WEST OF THE
 GX3214'CENTERLINE OF THE HIGHWAY, 10.49 METERS (34.4 FT) WEST OF AND ACROSS
 GX3214'THE HIGHWAY FROM UTILITY POLE 48-4 1/2, 1.01 METERS (3.3 FT) SOUTH OF
 GX3214'THE NORTH END OF THE CUT.
 GX3214'THE MARK IS 1.0 M ABOVE HIGHWAY.
 GX3214
 GX3214                          STATION RECOVERY (1984)
 GX3214
 GX3214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX3214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0173 ***********************************************************************
 JX0173  DESIGNATION -  M 33
 JX0173  PID         -  JX0173
 JX0173  STATE/COUNTY-  WV/MARION
 JX0173  USGS QUAD   -  FAIRMONT WEST (1976)
 JX0173
 JX0173                         *CURRENT SURVEY CONTROL
 JX0173  ___________________________________________________________________
 JX0173* NAD 83(1986)-  39 25 40.     (N)    080 08 15.     (W)     SCALED    
 JX0173* NAVD 88     -       275.146  (meters)     902.71   (feet)  POSTED    
 JX0173  ___________________________________________________________________
 JX0173  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JX0173  DYNAMIC HT  -         274.980 (meters)     902.16  (feet)  COMP
 JX0173  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 JX0173
 JX0173  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0173
 JX0173.The horizontal coordinates were scaled from a topographic map and have
 JX0173.an estimated accuracy of +/- 6 seconds.
 JX0173
 JX0173.The orthometric height was determined by differential leveling
 JX0173.and adjusted by the National Geodetic Survey in 1992..
 JX0173.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0173.rate of 0.0 thru 1.0 mm/km.
 JX0173
 JX0173.The geoid height was determined by GEOID03.
 JX0173
 JX0173.The dynamic height is computed by dividing the NAVD 88
 JX0173.geopotential number by the normal gravity value computed on the
 JX0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0173.degrees latitude (g = 980.6199 gals.).
 JX0173
 JX0173.The modeled gravity was interpolated from observed gravity values.
 JX0173
 JX0173;                    North         East    Units  Estimated Accuracy
 JX0173;SPC WV N     -   103,190.      545,110.      MT  (+/- 180 meters Scaled)
 JX0173
 JX0173                          SUPERSEDED SURVEY CONTROL
 JX0173
 JX0173  NGVD 29 (??/??/92)  275.325  (m)          903.30   (f) ADJ UNCH    1 2
 JX0173
 JX0173.Superseded values are not recommended for survey control.
 JX0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0173.See file dsdata.txt to determine how the superseded data were derived.
 JX0173
 JX0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND742646(NAD 83)
 JX0173_MARKER: DB = BENCH MARK DISK
 JX0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0173_STAMPING: M 33 1935
 JX0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0173+STABILITY: SURFACE MOTION
 JX0173
 JX0173  HISTORY     - Date     Condition        Report By
 JX0173  HISTORY     - 1935     MONUMENTED       CGS
 JX0173  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0173
 JX0173                          STATION DESCRIPTION
 JX0173
 JX0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0173'0.6 MI SE FROM COLFAX.
 JX0173'0.6 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0173'THE STATION AT COLFAX, MARION COUNTY, 215 YARDS SOUTHWEST OF
 JX0173'SIGNAL 293/44, 620 FEET SOUTHWEST OF A TOOL SHED, 40 FEET
 JX0173'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 15 FEET EAST OF THE
 JX0173'CENTERLINE OF A NORTH-AND-SOUTH ROAD PARALLELING THE TRACK, 60
 JX0173'FEET SOUTHWEST OF A FARMHOUSE, AND 2 FEET WEST OF A FENCE.  A
 JX0173'STANDARD DISK, STAMPED M 33 1935 AND SET IN THE TOP OF A CONCRETE
 JX0173'POST.
 JX0173
 JX0173                          STATION RECOVERY (1983)
 JX0173
 JX0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0173'NOT RECOVERED, THE MARK IS INACCESSIBLE TO THE NEW LEVEL LINE AND WAS
 JX0173'NOT SEARCHED FOR IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2818 ***********************************************************************
 HX2818  DESIGNATION -  M 330
 HX2818  PID         -  HX2818
 HX2818  STATE/COUNTY-  WV/MASON
 HX2818  USGS QUAD   -  MOUNT ALTO (1994)
 HX2818
 HX2818                         *CURRENT SURVEY CONTROL
 HX2818  ___________________________________________________________________
 HX2818* NAD 83(1986)-  38 52 23.     (N)    081 54 40.     (W)     SCALED    
 HX2818* NAVD 88     -       216.504  (meters)     710.31   (feet)  ADJUSTED  
 HX2818  ___________________________________________________________________
 HX2818  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HX2818  DYNAMIC HT  -         216.365 (meters)     709.86  (feet)  COMP
 HX2818  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 HX2818
 HX2818  VERT ORDER  -  FIRST     CLASS II
 HX2818
 HX2818.The horizontal coordinates were scaled from a topographic map and have
 HX2818.an estimated accuracy of +/- 6 seconds.
 HX2818
 HX2818.The orthometric height was determined by differential leveling
 HX2818.and adjusted by the National Geodetic Survey in June 1991..
 HX2818
 HX2818.The geoid height was determined by GEOID03.
 HX2818
 HX2818.The dynamic height is computed by dividing the NAVD 88
 HX2818.geopotential number by the normal gravity value computed on the
 HX2818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2818.degrees latitude (g = 980.6199 gals.).
 HX2818
 HX2818.The modeled gravity was interpolated from observed gravity values.
 HX2818
 HX2818;                    North         East    Units  Estimated Accuracy
 HX2818;SPC WV S     -   208,290.      520,930.      MT  (+/- 180 meters Scaled)
 HX2818
 HX2818                          SUPERSEDED SURVEY CONTROL
 HX2818
 HX2818.No superseded survey control is available for this station.
 HX2818
 HX2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD209030(NAD 83)
 HX2818_MARKER: I = METAL ROD
 HX2818_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HX2818+WITH SETTING: INFORMATION.
 HX2818_SP_SET: SHALLOW SET METAL ROD
 HX2818_STAMPING: M 330 1984
 HX2818_MARK LOGO: NGS   
 HX2818_PROJECTION: FLUSH
 HX2818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2818_ROD/PIPE-DEPTH: 1.4  meters
 HX2818
 HX2818  HISTORY     - Date     Condition        Report By
 HX2818  HISTORY     - 1984     MONUMENTED       NGS
 HX2818
 HX2818                          STATION DESCRIPTION
 HX2818
 HX2818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2818'3.5 KM (2.2 MI) WNW FROM MOUNT ALTO.
 HX2818'3.5 KM (2.2 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE JUNCTION
 HX2818'OF STATE HIGHWAY 2 IN MOUNT ALTO TO THE MARK ON THE RIGHT, AT THE
 HX2818'SOUTHWEST END OF A CONCRETE POST AND WIRE MESH GUARD RAIL, 1.6 KM
 HX2818'(1.0 MI) WEST-NORTHWEST OF THE JACKSON COUNTY LINE, 6.24 METERS
 HX2818'(20.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.0 METERS
 HX2818'(19.7 FT) SOUTH-SOUTHWEST OF TELEPHONE POLE 2-1-54-2, 0.91 METER
 HX2818'(3.0 FT) SOUTHEAST OF THE SOUTHWEST CONCRETE POST OF THE GUARD RAIL.
 HX2818'THE MARK IS 1.1 METERS  SE FROM A WITNESS POST.
 HX2818'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1823 ***********************************************************************
 JX1823  DESIGNATION -  M 331
 JX1823  PID         -  JX1823
 JX1823  STATE/COUNTY-  WV/WOOD
 JX1823  USGS QUAD   -  POND CREEK (1994)
 JX1823
 JX1823                         *CURRENT SURVEY CONTROL
 JX1823  ___________________________________________________________________
 JX1823* NAD 83(1986)-  39 07 27.     (N)    081 43 53.     (W)     SCALED    
 JX1823* NAVD 88     -       183.482  (meters)     601.97   (feet)  ADJUSTED  
 JX1823  ___________________________________________________________________
 JX1823  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JX1823  DYNAMIC HT  -         183.366 (meters)     601.59  (feet)  COMP
 JX1823  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 JX1823
 JX1823  VERT ORDER  -  FIRST     CLASS II
 JX1823
 JX1823.The horizontal coordinates were scaled from a topographic map and have
 JX1823.an estimated accuracy of +/- 6 seconds.
 JX1823
 JX1823.The orthometric height was determined by differential leveling
 JX1823.and adjusted by the National Geodetic Survey in June 1991..
 JX1823
 JX1823.The geoid height was determined by GEOID03.
 JX1823
 JX1823.The dynamic height is computed by dividing the NAVD 88
 JX1823.geopotential number by the normal gravity value computed on the
 JX1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1823.degrees latitude (g = 980.6199 gals.).
 JX1823
 JX1823.The modeled gravity was interpolated from observed gravity values.
 JX1823
 JX1823;                    North         East    Units  Estimated Accuracy
 JX1823;SPC WV N     -    71,690.      407,070.      MT  (+/- 180 meters Scaled)
 JX1823
 JX1823                          SUPERSEDED SURVEY CONTROL
 JX1823
 JX1823.No superseded survey control is available for this station.
 JX1823
 JX1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD367308(NAD 83)
 JX1823_MARKER: I = METAL ROD
 JX1823_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1823_SP_SET: STAINLESS STEEL ROD
 JX1823_STAMPING: M 331 1984
 JX1823_MARK LOGO: NGS   
 JX1823_PROJECTION: FLUSH
 JX1823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1823_ROD/PIPE-DEPTH: 4.9  meters
 JX1823
 JX1823  HISTORY     - Date     Condition        Report By
 JX1823  HISTORY     - 1984     MONUMENTED       NGS
 JX1823
 JX1823                          STATION DESCRIPTION
 JX1823
 JX1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JX1823'1.7 KM (1.05 MI) SOUTH FROM BELLEVILLE.
 JX1823'1.7 KM (1.05 MI) SOUTH ALONG STATE HIGHWAY 68 FROM THE POST OFFICE IN
 JX1823'BELLEVILLE TO THE MARK ON THE LEFT, IN THE NORTHEAST ANGLE OF THE
 JX1823'JUNCTION OF LEE CREEK ROAD, 14.02 METERS (46.0 FT) EAST OF THE
 JX1823'CENTERLINE OF THE HIGHWAY, 5.79 METERS (19.0 FT) NORTH OF THE CENTER
 JX1823'OF LEE CREEK ROAD, 0.61 METER (2.0 FT) EAST OF A STOP SIGN.
 JX1823'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 JX1823'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1766 ***********************************************************************
 JW1766  DESIGNATION -  M 334
 JW1766  PID         -  JW1766
 JW1766  STATE/COUNTY-  WV/PRESTON
 JW1766  USGS QUAD   -  BRUCETON MILLS (1976)
 JW1766
 JW1766                         *CURRENT SURVEY CONTROL
 JW1766  ___________________________________________________________________
 JW1766* NAD 83(1986)-  39 39 16.     (N)    079 38 17.     (W)     SCALED    
 JW1766* NAVD 88     -       466.172  (meters)    1529.43   (feet)  ADJUSTED  
 JW1766  ___________________________________________________________________
 JW1766  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JW1766  DYNAMIC HT  -         465.885 (meters)    1528.49  (feet)  COMP
 JW1766  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 JW1766
 JW1766  VERT ORDER  -  FIRST     CLASS II
 JW1766
 JW1766.The horizontal coordinates were scaled from a topographic map and have
 JW1766.an estimated accuracy of +/- 6 seconds.
 JW1766
 JW1766.The orthometric height was determined by differential leveling
 JW1766.and adjusted by the National Geodetic Survey in April 1995..
 JW1766
 JW1766.The geoid height was determined by GEOID03.
 JW1766
 JW1766.The dynamic height is computed by dividing the NAVD 88
 JW1766.geopotential number by the normal gravity value computed on the
 JW1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1766.degrees latitude (g = 980.6199 gals.).
 JW1766
 JW1766.The modeled gravity was interpolated from observed gravity values.
 JW1766
 JW1766;                    North         East    Units  Estimated Accuracy
 JW1766;SPC WV N     -   128,170.      588,150.      MT  (+/- 180 meters Scaled)
 JW1766
 JW1766                          SUPERSEDED SURVEY CONTROL
 JW1766
 JW1766.No superseded survey control is available for this station.
 JW1766
 JW1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD168902(NAD 83)
 JW1766_MARKER: DV = VERTICAL CONTROL DISK
 JW1766_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1766_SP_SET: PIER
 JW1766_STAMPING: M 334 1993
 JW1766_MARK LOGO: NGS   
 JW1766_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1766+STABILITY: POSITION/ELEVATION WELL
 JW1766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1766+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1766
 JW1766  HISTORY     - Date     Condition        Report By
 JW1766  HISTORY     - 1993     MONUMENTED       NGS
 JW1766
 JW1766                          STATION DESCRIPTION
 JW1766
 JW1766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1766'20.5 KM (12.75 MI) WESTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1766'JUNCTION OF STATE HIGHWAY 42 IN FRIENDSVILLE, MARYLAND (EXIT 4), SET
 JW1766'VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY OF 3 CONCRETE
 JW1766'COLUMNS OF THE CENTER PIER OF STATE HIGHWAY 26 OVERPASS OF THE
 JW1766'HIGHWAY, 9.9 M (32.5 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND
 JW1766'LANES OF THE HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 JW1766'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0268 ***********************************************************************
 GY0268  DESIGNATION -  M 34
 GY0268  PID         -  GY0268
 GY0268  STATE/COUNTY-  WV/MINGO
 GY0268  USGS QUAD   -  DELBARTON (1976)
 GY0268
 GY0268                         *CURRENT SURVEY CONTROL
 GY0268  ___________________________________________________________________
 GY0268* NAD 83(1986)-  37 39 40.     (N)    082 09 27.     (W)     SCALED    
 GY0268* NAVD 88     -       263.491  (meters)     864.47   (feet)  ADJUSTED  
 GY0268  ___________________________________________________________________
 GY0268  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GY0268  DYNAMIC HT  -         263.295 (meters)     863.83  (feet)  COMP
 GY0268  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 GY0268
 GY0268  VERT ORDER  -  SECOND    CLASS 0
 GY0268
 GY0268.The horizontal coordinates were scaled from a topographic map and have
 GY0268.an estimated accuracy of +/- 6 seconds.
 GY0268
 GY0268.The orthometric height was determined by differential leveling
 GY0268.and adjusted by the National Geodetic Survey in June 1991..
 GY0268
 GY0268.The geoid height was determined by GEOID03.
 GY0268
 GY0268.The dynamic height is computed by dividing the NAVD 88
 GY0268.geopotential number by the normal gravity value computed on the
 GY0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0268.degrees latitude (g = 980.6199 gals.).
 GY0268
 GY0268.The modeled gravity was interpolated from observed gravity values.
 GY0268
 GY0268;                    North         East    Units  Estimated Accuracy
 GY0268;SPC WV S     -    74,010.      497,870.      MT  (+/- 180 meters Scaled)
 GY0268
 GY0268                          SUPERSEDED SURVEY CONTROL
 GY0268
 GY0268  NGVD 29 (??/??/92)  263.72   (m)          865.2    (f) COMPUTED    2 0
 GY0268
 GY0268.Superseded values are not recommended for survey control.
 GY0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0268.See file dsdata.txt to determine how the superseded data were derived.
 GY0268
 GY0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB979688(NAD 83)
 GY0268_MARKER: DB = BENCH MARK DISK
 GY0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0268_STAMPING: M 34 1935
 GY0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0268+STABILITY: SURFACE MOTION
 GY0268
 GY0268  HISTORY     - Date     Condition        Report By
 GY0268  HISTORY     - 1935     MONUMENTED       CGS
 GY0268
 GY0268                          STATION DESCRIPTION
 GY0268
 GY0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0268'AT TAYLORSVILLE.
 GY0268'ALONG U.S. HIGHWAYS 52-119 AT INTERSECTION WITH ROAD TO RED
 GY0268'JACKET.  0.05 MILE SOUTHEAST OF INTERSECTION AND ON WEST SIDE OF
 GY0268'RED JACKET ROAD.  76 YARDS SOUTH OF CONCRETE BRIDGE OVER PIDGEON
 GY0268'CREEK, 25 FEET SOUTHWEST OF CENTERLINE OF RED JACKET ROAD, 5
 GY0268'FEET NORTHEAST OF 14 INCH WALNUT TREE, AT FENCE LINE, ON TOP OF
 GY0268'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0863 ***********************************************************************
 JX0863  DESIGNATION -  M 34
 JX0863  PID         -  JX0863
 JX0863  STATE/COUNTY-  WV/TYLER
 JX0863  USGS QUAD   -  BENS RUN (1994)
 JX0863
 JX0863                         *CURRENT SURVEY CONTROL
 JX0863  ___________________________________________________________________
 JX0863* NAD 83(1986)-  39 29 58.     (N)    081 04 56.     (W)     SCALED    
 JX0863* NAVD 88     -       188.313  (meters)     617.82   (feet)  ADJUSTED  
 JX0863  ___________________________________________________________________
 JX0863  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JX0863  DYNAMIC HT  -         188.202 (meters)     617.46  (feet)  COMP
 JX0863  MODELED GRAV-     980,031.5   (mgal)                       NAVD 88
 JX0863
 JX0863  VERT ORDER  -  FIRST     CLASS II
 JX0863
 JX0863.The horizontal coordinates were scaled from a topographic map and have
 JX0863.an estimated accuracy of +/- 6 seconds.
 JX0863
 JX0863.The orthometric height was determined by differential leveling
 JX0863.and adjusted by the National Geodetic Survey in June 1991..
 JX0863
 JX0863.The geoid height was determined by GEOID03.
 JX0863
 JX0863.The dynamic height is computed by dividing the NAVD 88
 JX0863.geopotential number by the normal gravity value computed on the
 JX0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0863.degrees latitude (g = 980.6199 gals.).
 JX0863
 JX0863.The modeled gravity was interpolated from observed gravity values.
 JX0863
 JX0863;                    North         East    Units  Estimated Accuracy
 JX0863;SPC WV N     -   112,150.      463,920.      MT  (+/- 180 meters Scaled)
 JX0863
 JX0863                          SUPERSEDED SURVEY CONTROL
 JX0863
 JX0863  NGVD 29 (??/??/92)  188.491  (m)          618.41   (f) ADJ UNCH    1 2
 JX0863
 JX0863.Superseded values are not recommended for survey control.
 JX0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0863.See file dsdata.txt to determine how the superseded data were derived.
 JX0863
 JX0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD929722(NAD 83)
 JX0863_MARKER: DB = BENCH MARK DISK
 JX0863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0863_SP_SET: CULVERT
 JX0863_STAMPING: M 34 1934
 JX0863_MARK LOGO: CGS   
 JX0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0863
 JX0863  HISTORY     - Date     Condition        Report By
 JX0863  HISTORY     - 1934     MONUMENTED       CGS
 JX0863  HISTORY     - 1957     GOOD             NGS
 JX0863  HISTORY     - 1983     GOOD             NGS
 JX0863
 JX0863                          STATION DESCRIPTION
 JX0863
 JX0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0863'2.8 MI NE FROM BENS RUN.
 JX0863'ABOUT 2.75 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0863'FROM THE JUNCTION OF STATE HIGHWAY 2 AND BENS RUN ROAD AT BENS
 JX0863'RUN, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL
 JX0863'OF A 50-INCH IRON PIPE CULVERT UNDER TRACK, 13 FEET SOUTHEAST OF
 JX0863'SOUTHEAST RAIL, 43 FEET SOUTH-SOUTHEAST AND ACROSS TRACK FROM
 JX0863'MILEAGE POLE NO. 53+22, 43 1/2 FEET NORTH OF TELEPHONE POLE NO.
 JX0863'2287, 122 FEET NORTHWEST OF CENTER LINE OF STATE HIGHWAY 2, 1/2
 JX0863'FOOT SOUTHWEST OF NORTHEAST END OF HEAD WALL AND 5 1/2 FEET
 JX0863'BELOW LEVEL OF TRACK.
 JX0863
 JX0863                          STATION RECOVERY (1983)
 JX0863
 JX0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0863'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE WITH
 JX0863'THE FOLLOWING CORRECTIONS.  DELETE--43 FEET SOUTH-SOUTHEAST AND ACROSS
 JX0863'THE TRACKS FROM MILEAGE POLE 53+22.
 JX0863'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0269 ***********************************************************************
 GY0269  DESIGNATION -  M 34 RESET
 GY0269  PID         -  GY0269
 GY0269  STATE/COUNTY-  WV/MINGO
 GY0269  USGS QUAD   -  DELBARTON (1976)
 GY0269
 GY0269                         *CURRENT SURVEY CONTROL
 GY0269  ___________________________________________________________________
 GY0269* NAD 83(1986)-  37 39 40.     (N)    082 09 27.     (W)     SCALED    
 GY0269* NAVD 88     -       263.337  (meters)     863.96   (feet)  ADJUSTED  
 GY0269  ___________________________________________________________________
 GY0269  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GY0269  DYNAMIC HT  -         263.141 (meters)     863.32  (feet)  COMP
 GY0269  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 GY0269
 GY0269  VERT ORDER  -  SECOND    CLASS 0
 GY0269
 GY0269.The horizontal coordinates were scaled from a topographic map and have
 GY0269.an estimated accuracy of +/- 6 seconds.
 GY0269
 GY0269.The orthometric height was determined by differential leveling
 GY0269.and adjusted by the National Geodetic Survey in June 1991..
 GY0269
 GY0269.The geoid height was determined by GEOID03.
 GY0269
 GY0269.The dynamic height is computed by dividing the NAVD 88
 GY0269.geopotential number by the normal gravity value computed on the
 GY0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0269.degrees latitude (g = 980.6199 gals.).
 GY0269
 GY0269.The modeled gravity was interpolated from observed gravity values.
 GY0269
 GY0269;                    North         East    Units  Estimated Accuracy
 GY0269;SPC WV S     -    74,010.      497,870.      MT  (+/- 180 meters Scaled)
 GY0269
 GY0269                          SUPERSEDED SURVEY CONTROL
 GY0269
 GY0269  NGVD 29 (??/??/92)  263.562  (m)          864.70   (f) ADJ UNCH    2 0
 GY0269
 GY0269.Superseded values are not recommended for survey control.
 GY0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0269.See file dsdata.txt to determine how the superseded data were derived.
 GY0269
 GY0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB979688(NAD 83)
 GY0269_MARKER: DB = BENCH MARK DISK
 GY0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0269_STAMPING: M 34 1935 1944 1944
 GY0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0269+STABILITY: SURFACE MOTION
 GY0269
 GY0269  HISTORY     - Date     Condition        Report By
 GY0269  HISTORY     - 1944     MONUMENTED       LOCENG
 GY0269  HISTORY     - 1957     GOOD             NGS
 GY0269
 GY0269                          STATION DESCRIPTION
 GY0269
 GY0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0269'AT TAYLORSVILLE.
 GY0269'AT TAYLORSVILLE, ABOUT 96 YARDS SOUTHEAST ALONG RED JACKET ROAD
 GY0269'FROM THE JUNCTION OF U.S. HIGHWAY 119, ABOUT 57 YARDS SOUTHEAST
 GY0269'OF SOUTHEAST END OF A 65-FOOT BRIDGE OVER PIGEON CREEK, AT C.H.
 GY0269'HICE STORE AND TOM MITCHELL RESIDENCE, 33 FEET SOUTHWEST OF
 GY0269'CENTER LINE OF ROAD, 3 FEET SOUTH OF EAST CORNER OF STORE, 20
 GY0269'FEET NORTH OF NORTH CORNER OF HOUSE, 9 1/2 FEET SOUTHWEST OF POWER
 GY0269'POLE NO. 969-188, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 GY0269'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2264 ***********************************************************************
 GX2264  DESIGNATION -  M 35
 GX2264  PID         -  GX2264
 GX2264  STATE/COUNTY-  WV/LOGAN
 GX2264  USGS QUAD   -  LOGAN (1989)
 GX2264
 GX2264                         *CURRENT SURVEY CONTROL
 GX2264  ___________________________________________________________________
 GX2264* NAD 83(1986)-  37 50 11.     (N)    081 57 53.     (W)     SCALED    
 GX2264* NAVD 88     -       202.703  (meters)     665.03   (feet)  ADJUSTED  
 GX2264  ___________________________________________________________________
 GX2264  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GX2264  DYNAMIC HT  -         202.555 (meters)     664.55  (feet)  COMP
 GX2264  MODELED GRAV-     979,897.1   (mgal)                       NAVD 88
 GX2264
 GX2264  VERT ORDER  -  SECOND    CLASS 0
 GX2264
 GX2264.The horizontal coordinates were scaled from a topographic map and have
 GX2264.an estimated accuracy of +/- 6 seconds.
 GX2264
 GX2264.The orthometric height was determined by differential leveling
 GX2264.and adjusted by the National Geodetic Survey in June 1991..
 GX2264
 GX2264.The geoid height was determined by GEOID03.
 GX2264
 GX2264.The dynamic height is computed by dividing the NAVD 88
 GX2264.geopotential number by the normal gravity value computed on the
 GX2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2264.degrees latitude (g = 980.6199 gals.).
 GX2264
 GX2264.The modeled gravity was interpolated from observed gravity values.
 GX2264
 GX2264;                    North         East    Units  Estimated Accuracy
 GX2264;SPC WV S     -    93,270.      515,080.      MT  (+/- 180 meters Scaled)
 GX2264
 GX2264                          SUPERSEDED SURVEY CONTROL
 GX2264
 GX2264  NGVD 29 (??/??/92)  202.92   (m)          665.7    (f) COMPUTED    2 0
 GX2264
 GX2264.Superseded values are not recommended for survey control.
 GX2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2264.See file dsdata.txt to determine how the superseded data were derived.
 GX2264
 GX2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB151881(NAD 83)
 GX2264_MARKER: DB = BENCH MARK DISK
 GX2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2264_STAMPING: M 35 1935
 GX2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2264+STABILITY: SURFACE MOTION
 GX2264
 GX2264  HISTORY     - Date     Condition        Report By
 GX2264  HISTORY     - 1935     MONUMENTED       CGS
 GX2264  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2264
 GX2264                          STATION DESCRIPTION
 GX2264
 GX2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2264'1.8 MI SE FROM LOGAN.
 GX2264'1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 119 FROM THE COURTHOUSE
 GX2264'AT LOGAN, LOGAN COUNTY, 20 YARDS EAST OF THE JUNCTION OF STATE
 GX2264'HIGHWAY 10, 16 YARDS SOUTH OF THE NORTH ABUTMENT OF CHESAPEAKE
 GX2264'AND OHIO RAILWAY BRIDGE 673, 13 FEET NORTH OF THE CENTERLINE
 GX2264'OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A
 GX2264'STANDARD DISK, STAMPED M 35 1935 AND SET IN THE TOP OF A CONCRETE
 GX2264'POST.
 GX2264
 GX2264                          STATION RECOVERY (1960)
 GX2264
 GX2264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2226 ***********************************************************************
 GX2226  DESIGNATION -  M 35 X
 GX2226  PID         -  GX2226
 GX2226  STATE/COUNTY-  WV/LOGAN
 GX2226  USGS QUAD   -  LOGAN (1989)
 GX2226
 GX2226                         *CURRENT SURVEY CONTROL
 GX2226  ___________________________________________________________________
 GX2226* NAD 83(1986)-  37 50 11.     (N)    081 57 53.     (W)     SCALED    
 GX2226* NAVD 88     -       205.664  (meters)     674.75   (feet)  ADJUSTED  
 GX2226  ___________________________________________________________________
 GX2226  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GX2226  DYNAMIC HT  -         205.514 (meters)     674.26  (feet)  COMP
 GX2226  MODELED GRAV-     979,897.1   (mgal)                       NAVD 88
 GX2226
 GX2226  VERT ORDER  -  SECOND    CLASS 0
 GX2226
 GX2226.The horizontal coordinates were scaled from a topographic map and have
 GX2226.an estimated accuracy of +/- 6 seconds.
 GX2226
 GX2226.The orthometric height was determined by differential leveling
 GX2226.and adjusted by the National Geodetic Survey in June 1991..
 GX2226
 GX2226.The geoid height was determined by GEOID03.
 GX2226
 GX2226.The dynamic height is computed by dividing the NAVD 88
 GX2226.geopotential number by the normal gravity value computed on the
 GX2226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2226.degrees latitude (g = 980.6199 gals.).
 GX2226
 GX2226.The modeled gravity was interpolated from observed gravity values.
 GX2226
 GX2226;                    North         East    Units  Estimated Accuracy
 GX2226;SPC WV S     -    93,270.      515,080.      MT  (+/- 180 meters Scaled)
 GX2226
 GX2226                          SUPERSEDED SURVEY CONTROL
 GX2226
 GX2226  NGVD 29 (??/??/92)  205.885  (m)          675.47   (f) ADJ UNCH    2 0
 GX2226
 GX2226.Superseded values are not recommended for survey control.
 GX2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2226.See file dsdata.txt to determine how the superseded data were derived.
 GX2226
 GX2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB151881(NAD 83)
 GX2226_MARKER: DB = BENCH MARK DISK
 GX2226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2226_SP_SET: ABUTMENT
 GX2226_STAMPING: M 35 X
 GX2226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2226
 GX2226  HISTORY     - Date     Condition        Report By
 GX2226  HISTORY     - 1935     MONUMENTED       DOD
 GX2226  HISTORY     - 1974     GOOD             NGS
 GX2226
 GX2226                          STATION DESCRIPTION
 GX2226
 GX2226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GX2226'AT STOLLINGS.
 GX2226'AT STOLLINGS, LOGAN COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 GX2226'AT BRIDGE 674 OVER DINGIES RUN CREEK, IN THE TOP OF THE EAST
 GX2226'END OF THE SOUTH ABUTMENT, 6 FEET EAST OF THE EAST RAIL, AND
 GX2226'ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 GX2226'M 35 X 1935.  THIS MARK IS ALSO 2.2 MILES SOUTHEAST OF LOGAN.
 GX2226'NOTE-- PREVIOUSLY DESIGNATED M 45 X.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2091 ***********************************************************************
 HX2091  DESIGNATION -  M 36
 HX2091  PID         -  HX2091
 HX2091  STATE/COUNTY-  WV/BOONE
 HX2091  USGS QUAD   -  MADISON (1976)
 HX2091
 HX2091                         *CURRENT SURVEY CONTROL
 HX2091  ___________________________________________________________________
 HX2091* NAD 83(1986)-  38 04 50.     (N)    081 50 04.     (W)     SCALED    
 HX2091* NAVD 88     -       210.261  (meters)     689.83   (feet)  ADJUSTED  
 HX2091  ___________________________________________________________________
 HX2091  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HX2091  DYNAMIC HT  -         210.110 (meters)     689.34  (feet)  COMP
 HX2091  MODELED GRAV-     979,905.4   (mgal)                       NAVD 88
 HX2091
 HX2091  VERT ORDER  -  SECOND    CLASS 0
 HX2091
 HX2091.The horizontal coordinates were scaled from a topographic map and have
 HX2091.an estimated accuracy of +/- 6 seconds.
 HX2091
 HX2091.The orthometric height was determined by differential leveling
 HX2091.and adjusted by the National Geodetic Survey in June 1991..
 HX2091
 HX2091.The geoid height was determined by GEOID03.
 HX2091
 HX2091.The dynamic height is computed by dividing the NAVD 88
 HX2091.geopotential number by the normal gravity value computed on the
 HX2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2091.degrees latitude (g = 980.6199 gals.).
 HX2091
 HX2091.The modeled gravity was interpolated from observed gravity values.
 HX2091
 HX2091;                    North         East    Units  Estimated Accuracy
 HX2091;SPC WV S     -   120,260.      526,800.      MT  (+/- 180 meters Scaled)
 HX2091
 HX2091                          SUPERSEDED SURVEY CONTROL
 HX2091
 HX2091  NGVD 29 (??/??/92)  210.47   (m)          690.5    (f) COMPUTED    2 0
 HX2091
 HX2091.Superseded values are not recommended for survey control.
 HX2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2091.See file dsdata.txt to determine how the superseded data were derived.
 HX2091
 HX2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC268150(NAD 83)
 HX2091_MARKER: DB = BENCH MARK DISK
 HX2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2091_STAMPING: M 36 1935
 HX2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2091+STABILITY: SURFACE MOTION
 HX2091
 HX2091  HISTORY     - Date     Condition        Report By
 HX2091  HISTORY     - 1935     MONUMENTED       CGS
 HX2091  HISTORY     - 1958     MARK NOT FOUND   NGS
 HX2091
 HX2091                          STATION DESCRIPTION
 HX2091
 HX2091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2091'AT DANVILLE.
 HX2091'AT DANVILLE, ON THE CHESAPEAKE AND OHIO RAILWAY, ABOUT 140 YARDS
 HX2091'SOUTH OF THE STATION, 65 YARDS NORTH OF THE PUMPS OF A STANDARD
 HX2091'OIL CO. STORAGE PLANT, 150 FEET EAST OF THE CENTERLINE OF THE
 HX2091'MAIN STREET, 17 FEET WEST OF THE WEST RAIL, AND ABOUT 2-1/2
 HX2091'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED M 36 1935
 HX2091'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2121 ***********************************************************************
 HX2121  DESIGNATION -  M 37
 HX2121  PID         -  HX2121
 HX2121  STATE/COUNTY-  WV/KANAWHA
 HX2121  USGS QUAD   -  ALUM CREEK (1971)
 HX2121
 HX2121                         *CURRENT SURVEY CONTROL
 HX2121  ___________________________________________________________________
 HX2121* NAD 83(1986)-  38 19 12.     (N)    081 50 46.     (W)     SCALED    
 HX2121* NAVD 88     -       188.702  (meters)     619.10   (feet)  ADJUSTED  
 HX2121  ___________________________________________________________________
 HX2121  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HX2121  DYNAMIC HT  -         188.570 (meters)     618.67  (feet)  COMP
 HX2121  MODELED GRAV-     979,927.7   (mgal)                       NAVD 88
 HX2121
 HX2121  VERT ORDER  -  SECOND    CLASS 0
 HX2121
 HX2121.The horizontal coordinates were scaled from a topographic map and have
 HX2121.an estimated accuracy of +/- 6 seconds.
 HX2121
 HX2121.The orthometric height was determined by differential leveling
 HX2121.and adjusted by the National Geodetic Survey in June 1991..
 HX2121
 HX2121.The geoid height was determined by GEOID03.
 HX2121
 HX2121.The dynamic height is computed by dividing the NAVD 88
 HX2121.geopotential number by the normal gravity value computed on the
 HX2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2121.degrees latitude (g = 980.6199 gals.).
 HX2121
 HX2121.The modeled gravity was interpolated from observed gravity values.
 HX2121
 HX2121;                    North         East    Units  Estimated Accuracy
 HX2121;SPC WV S     -   146,840.      526,010.      MT  (+/- 180 meters Scaled)
 HX2121
 HX2121                          SUPERSEDED SURVEY CONTROL
 HX2121
 HX2121  NGVD 29 (??/??/92)  188.904  (m)          619.76   (f) ADJ UNCH    2 0
 HX2121
 HX2121.Superseded values are not recommended for survey control.
 HX2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2121.See file dsdata.txt to determine how the superseded data were derived.
 HX2121
 HX2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC260416(NAD 83)
 HX2121_MARKER: DB = BENCH MARK DISK
 HX2121_SETTING: 66 = SET IN ROCK OUTCROP
 HX2121_SP_SET: ROCK OUTCROP
 HX2121_STAMPING: M 37 1935
 HX2121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2121+STABILITY: POSITION/ELEVATION WELL
 HX2121
 HX2121  HISTORY     - Date     Condition        Report By
 HX2121  HISTORY     - 1935     MONUMENTED       CGS
 HX2121  HISTORY     - 1963     GOOD             LOCENG
 HX2121  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 HX2121
 HX2121                          STATION DESCRIPTION
 HX2121
 HX2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2121'4.6 MI N FROM ALUM CREEK.
 HX2121'4.6 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2121'STATION AT ALUM CREEK, KANAWHA COUNTY, 0.4 MILE NORTH OF MILEPOST
 HX2121'SA 8, 29 YARDS EAST OF THE EAST RAIL, 21 FEET NORTHEAST OF A FENCE
 HX2121'CORNER, 14 FEET NORTHWEST OF A 20-INCH OAK TREE, IN THE FACE
 HX2121'OF A LIMESTONE OUTCROP, ABOUT 9 FEET HIGHER THAN THE TRACK, AND
 HX2121'ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED M 37 1935
 HX2121'AND SET VERTICALLY.  NOTE-- A LARGE ROCK SLIDE 700-800 FEET NORTH
 HX2121'SOME WAYS FITS THE DESCRIPTION.  MARK IS HARD TO FIND.
 HX2121
 HX2121                          STATION RECOVERY (1963)
 HX2121
 HX2121'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 HX2121'RECOVERED IN GOOD CONDITION.
 HX2121
 HX2121                          STATION RECOVERY (1973)
 HX2121
 HX2121'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2155 ***********************************************************************
 HX2155  DESIGNATION -  M 39
 HX2155  PID         -  HX2155
 HX2155  STATE/COUNTY-  WV/BOONE
 HX2155  USGS QUAD   -  RACINE (1976)
 HX2155
 HX2155                         *CURRENT SURVEY CONTROL
 HX2155  ___________________________________________________________________
 HX2155* NAD 83(1986)-  38 08 14.     (N)    081 40 54.     (W)     SCALED    
 HX2155* NAVD 88     -       205.620  (meters)     674.61   (feet)  ADJUSTED  
 HX2155  ___________________________________________________________________
 HX2155  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HX2155  DYNAMIC HT  -         205.470 (meters)     674.11  (feet)  COMP
 HX2155  MODELED GRAV-     979,896.5   (mgal)                       NAVD 88
 HX2155
 HX2155  VERT ORDER  -  SECOND    CLASS 0
 HX2155
 HX2155.The horizontal coordinates were scaled from a topographic map and have
 HX2155.an estimated accuracy of +/- 6 seconds.
 HX2155
 HX2155.The orthometric height was determined by differential leveling
 HX2155.and adjusted by the National Geodetic Survey in June 1991..
 HX2155
 HX2155.The geoid height was determined by GEOID03.
 HX2155
 HX2155.The dynamic height is computed by dividing the NAVD 88
 HX2155.geopotential number by the normal gravity value computed on the
 HX2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2155.degrees latitude (g = 980.6199 gals.).
 HX2155
 HX2155.The modeled gravity was interpolated from observed gravity values.
 HX2155
 HX2155;                    North         East    Units  Estimated Accuracy
 HX2155;SPC WV S     -   126,440.      540,240.      MT  (+/- 180 meters Scaled)
 HX2155
 HX2155                          SUPERSEDED SURVEY CONTROL
 HX2155
 HX2155  NGVD 29 (??/??/92)  205.81   (m)          675.2    (f) COMPUTED    2 0
 HX2155
 HX2155.Superseded values are not recommended for survey control.
 HX2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2155.See file dsdata.txt to determine how the superseded data were derived.
 HX2155
 HX2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC402212(NAD 83)
 HX2155_MARKER: DB = BENCH MARK DISK
 HX2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2155_STAMPING: M 39 1935
 HX2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2155+STABILITY: SURFACE MOTION
 HX2155
 HX2155  HISTORY     - Date     Condition        Report By
 HX2155  HISTORY     - 1935     MONUMENTED       CGS
 HX2155  HISTORY     - 1958     MARK NOT FOUND   NGS
 HX2155
 HX2155                          STATION DESCRIPTION
 HX2155
 HX2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2155'AT PEYTONA.
 HX2155'AT PEYTONA, ON THE CHESAPEAKE AND OHIO RAILWAY, 0.2 MILE SOUTH
 HX2155'OF THE STATION, 0.1 MILE NORTH OF MILEPOST S 14, 76 YARDS SOUTH
 HX2155'OF BRIDGE 139, 21 YARDS WEST OF THE WEST RAIL, AT A HIGHWAY
 HX2155'CROSSING, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 HX2155'DISK, STAMPED M 39 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HX2155'NOTE-- IT MAY BE BURIED OR BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0565 ***********************************************************************
 HX0565  DESIGNATION -  M 4
 HX0565  PID         -  HX0565
 HX0565  STATE/COUNTY-  WV/POCAHONTAS
 HX0565  USGS QUAD   -  DENMAR (1995)
 HX0565
 HX0565                         *CURRENT SURVEY CONTROL
 HX0565  ___________________________________________________________________
 HX0565* NAD 83(1986)-  38 04 36.     (N)    080 13 38.     (W)     SCALED    
 HX0565* NAVD 88     -       613.212  (meters)    2011.85   (feet)  ADJUSTED  
 HX0565  ___________________________________________________________________
 HX0565  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX0565  DYNAMIC HT  -         612.689 (meters)    2010.13  (feet)  COMP
 HX0565  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 HX0565
 HX0565  VERT ORDER  -  FIRST     CLASS II
 HX0565
 HX0565.The horizontal coordinates were scaled from a topographic map and have
 HX0565.an estimated accuracy of +/- 6 seconds.
 HX0565
 HX0565.The orthometric height was determined by differential leveling
 HX0565.and adjusted by the National Geodetic Survey in June 1991..
 HX0565
 HX0565.The geoid height was determined by GEOID03.
 HX0565
 HX0565.The dynamic height is computed by dividing the NAVD 88
 HX0565.geopotential number by the normal gravity value computed on the
 HX0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0565.degrees latitude (g = 980.6199 gals.).
 HX0565
 HX0565.The modeled gravity was interpolated from observed gravity values.
 HX0565
 HX0565;                    North         East    Units  Estimated Accuracy
 HX0565;SPC WV S     -   119,780.      667,800.      MT  (+/- 180 meters Scaled)
 HX0565
 HX0565                          SUPERSEDED SURVEY CONTROL
 HX0565
 HX0565  NGVD 29 (??/??/92)  613.293  (m)         2012.11   (f) ADJ UNCH    1 2
 HX0565
 HX0565.Superseded values are not recommended for survey control.
 HX0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0565.See file dsdata.txt to determine how the superseded data were derived.
 HX0565
 HX0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC677146(NAD 83)
 HX0565_MARKER: DB = BENCH MARK DISK
 HX0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0565_SP_SET: WATER TANK FOUNDATION
 HX0565_STAMPING: M 4 1933
 HX0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0565
 HX0565  HISTORY     - Date     Condition        Report By
 HX0565  HISTORY     - 1933     MONUMENTED       CGS
 HX0565  HISTORY     - 1962     GOOD             NGS
 HX0565  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0565
 HX0565                          STATION DESCRIPTION
 HX0565
 HX0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0565'AT BEARD.
 HX0565'AT BEARD, SET ON TOP OF THE SOUTHEAST CORNER OF A 2 1/2-FOOT
 HX0565'SQUARE CONCRETE FOUNDATION OF AN ABANDONED WATER TANK, 41 FEET
 HX0565'NORTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD CROSSING, 14.1
 HX0565'FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 1 1/2 FEET ABOVE
 HX0565'THE LEVEL OF THE TRACK.
 HX0565
 HX0565                          STATION RECOVERY (1983)
 HX0565
 HX0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2352 ***********************************************************************
 GX2352  DESIGNATION -  M 40
 GX2352  PID         -  GX2352
 GX2352  STATE/COUNTY-  WV/RALEIGH
 GX2352  USGS QUAD   -  PILOT KNOB (1989)
 GX2352
 GX2352                         *CURRENT SURVEY CONTROL
 GX2352  ___________________________________________________________________
 GX2352* NAD 83(1986)-  37 52 25.     (N)    081 30 16.     (W)     SCALED    
 GX2352* NAVD 88     -       318.469  (meters)    1044.84   (feet)  ADJUSTED  
 GX2352  ___________________________________________________________________
 GX2352  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GX2352  DYNAMIC HT  -         318.226 (meters)    1044.05  (feet)  COMP
 GX2352  MODELED GRAV-     979,858.8   (mgal)                       NAVD 88
 GX2352
 GX2352  VERT ORDER  -  SECOND    CLASS 0
 GX2352
 GX2352.The horizontal coordinates were scaled from a topographic map and have
 GX2352.an estimated accuracy of +/- 6 seconds.
 GX2352
 GX2352.The orthometric height was determined by differential leveling
 GX2352.and adjusted by the National Geodetic Survey in June 1991..
 GX2352
 GX2352.The geoid height was determined by GEOID03.
 GX2352
 GX2352.The dynamic height is computed by dividing the NAVD 88
 GX2352.geopotential number by the normal gravity value computed on the
 GX2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2352.degrees latitude (g = 980.6199 gals.).
 GX2352
 GX2352.The modeled gravity was interpolated from observed gravity values.
 GX2352
 GX2352;                    North         East    Units  Estimated Accuracy
 GX2352;SPC WV S     -    97,080.      555,620.      MT  (+/- 180 meters Scaled)
 GX2352
 GX2352                          SUPERSEDED SURVEY CONTROL
 GX2352
 GX2352  NGVD 29 (??/??/92)  318.655  (m)         1045.45   (f) ADJ UNCH    2 0
 GX2352
 GX2352.Superseded values are not recommended for survey control.
 GX2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2352.See file dsdata.txt to determine how the superseded data were derived.
 GX2352
 GX2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB556919(NAD 83)
 GX2352_MARKER: DB = BENCH MARK DISK
 GX2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2352_STAMPING: M 40 1935
 GX2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2352+STABILITY: SURFACE MOTION
 GX2352
 GX2352  HISTORY     - Date     Condition        Report By
 GX2352  HISTORY     - 1935     MONUMENTED       CGS
 GX2352
 GX2352                          STATION DESCRIPTION
 GX2352
 GX2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2352'1.8 MI SE FROM EDWIGHT.
 GX2352'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 GX2352'AT EDWIGHT, 0.6 MILE NORTHWEST OF NAOMA, 21 FEET WEST OF THE
 GX2352'CENTERLINE OF THE HIGHWAY, 19 FEET SOUTH OF A POLE, 2 FEET EAST
 GX2352'OF A FENCE LINE, AND 2-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 GX2352'DISK, STAMPED M 40 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2350 ***********************************************************************
 GX2350  DESIGNATION -  M 40 X
 GX2350  PID         -  GX2350
 GX2350  STATE/COUNTY-  WV/RALEIGH
 GX2350  USGS QUAD   -  WHITESVILLE (1988)
 GX2350
 GX2350                         *CURRENT SURVEY CONTROL
 GX2350  ___________________________________________________________________
 GX2350* NAD 83(1986)-  37 52 58.     (N)    081 32 00.     (W)     SCALED    
 GX2350* NAVD 88     -       302.593  (meters)     992.76   (feet)  ADJUSTED  
 GX2350  ___________________________________________________________________
 GX2350  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GX2350  DYNAMIC HT  -         302.365 (meters)     992.01  (feet)  COMP
 GX2350  MODELED GRAV-     979,866.0   (mgal)                       NAVD 88
 GX2350
 GX2350  VERT ORDER  -  SECOND    CLASS 0
 GX2350
 GX2350.The horizontal coordinates were scaled from a topographic map and have
 GX2350.an estimated accuracy of +/- 6 seconds.
 GX2350
 GX2350.The orthometric height was determined by differential leveling
 GX2350.and adjusted by the National Geodetic Survey in June 1991..
 GX2350
 GX2350.The geoid height was determined by GEOID03.
 GX2350
 GX2350.The dynamic height is computed by dividing the NAVD 88
 GX2350.geopotential number by the normal gravity value computed on the
 GX2350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2350.degrees latitude (g = 980.6199 gals.).
 GX2350
 GX2350.The modeled gravity was interpolated from observed gravity values.
 GX2350
 GX2350;                    North         East    Units  Estimated Accuracy
 GX2350;SPC WV S     -    98,110.      553,090.      MT  (+/- 180 meters Scaled)
 GX2350
 GX2350                          SUPERSEDED SURVEY CONTROL
 GX2350
 GX2350  NGVD 29 (??/??/92)  302.785  (m)          993.39   (f) ADJ UNCH    2 0
 GX2350
 GX2350.Superseded values are not recommended for survey control.
 GX2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2350.See file dsdata.txt to determine how the superseded data were derived.
 GX2350
 GX2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB531929(NAD 83)
 GX2350_MARKER: DB = BENCH MARK DISK
 GX2350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2350_SP_SET: BUILDING
 GX2350_STAMPING: M 40 X 1935
 GX2350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2350
 GX2350  HISTORY     - Date     Condition        Report By
 GX2350  HISTORY     - 1935     MONUMENTED       CGS
 GX2350  HISTORY     - 1967     MARK NOT FOUND   USGS
 GX2350
 GX2350                          STATION DESCRIPTION
 GX2350
 GX2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2350'AT EDWIGHT.
 GX2350'AT EDWIGHT, AT THE GRADE SCHOOL, IN THE NORTH FACE OF THE
 GX2350'BUILDING, 1.7 FEET EAST OF THE NORTHWEST CORNER, AND 3-1/2
 GX2350'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED M 40 X 1935
 GX2350'AND SET VERTICALLY.
 GX2350
 GX2350                          STATION RECOVERY (1967)
 GX2350
 GX2350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GX2350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1103 ***********************************************************************
 GX1103  DESIGNATION -  M 41
 GX1103  PID         -  GX1103
 GX1103  STATE/COUNTY-  WV/RALEIGH
 GX1103  USGS QUAD   -  SHADY SPRING (1976)
 GX1103
 GX1103                         *CURRENT SURVEY CONTROL
 GX1103  ___________________________________________________________________
 GX1103* NAD 83(1986)-  37 44 38.     (N)    081 07 26.     (W)     SCALED    
 GX1103* NAVD 88     -       723.340  (meters)    2373.16   (feet)  ADJUSTED  
 GX1103  ___________________________________________________________________
 GX1103  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX1103  DYNAMIC HT  -         722.724 (meters)    2371.14  (feet)  COMP
 GX1103  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 GX1103
 GX1103  VERT ORDER  -  SECOND    CLASS 0
 GX1103
 GX1103.The horizontal coordinates were scaled from a topographic map and have
 GX1103.an estimated accuracy of +/- 6 seconds.
 GX1103
 GX1103.The orthometric height was determined by differential leveling
 GX1103.and adjusted by the National Geodetic Survey in June 1991..
 GX1103
 GX1103.The geoid height was determined by GEOID03.
 GX1103
 GX1103.The dynamic height is computed by dividing the NAVD 88
 GX1103.geopotential number by the normal gravity value computed on the
 GX1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1103.degrees latitude (g = 980.6199 gals.).
 GX1103
 GX1103.The modeled gravity was interpolated from observed gravity values.
 GX1103
 GX1103;                    North         East    Units  Estimated Accuracy
 GX1103;SPC WV S     -    82,570.      589,080.      MT  (+/- 180 meters Scaled)
 GX1103
 GX1103                          SUPERSEDED SURVEY CONTROL
 GX1103
 GX1103  NGVD 29 (??/??/92)  723.480  (m)         2373.62   (f) ADJ UNCH    2 0
 GX1103
 GX1103.Superseded values are not recommended for survey control.
 GX1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1103.See file dsdata.txt to determine how the superseded data were derived.
 GX1103
 GX1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB890774(NAD 83)
 GX1103_MARKER: DB = BENCH MARK DISK
 GX1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1103_STAMPING: M 41 1935
 GX1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1103+STABILITY: SURFACE MOTION
 GX1103
 GX1103  HISTORY     - Date     Condition        Report By
 GX1103  HISTORY     - 1935     MONUMENTED       CGS
 GX1103  HISTORY     - 1960     GOOD             NGS
 GX1103
 GX1103                          STATION DESCRIPTION
 GX1103
 GX1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1103'AT BEAVER.
 GX1103'AT BEAVER, 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 3 (ALSO U.S.
 GX1103'HIGHWAYS 19 AND 21) FROM SHADY SPRING HIGH SCHOOL, 0.2 MILE
 GX1103'NORTHWEST OF DANIELS POST OFFICE, 0.55 MILE NORTHWEST OF DANIELS
 GX1103'GRADE SCHOOL, 193 FEET NORTHWEST OF DANIELS UNINCORPORATED SIGN,
 GX1103'NEAR THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTH-SOUTHEAST,
 GX1103'23 1/2 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 6 FEET
 GX1103'NORTHWEST OF THE CENTER OF ENTRANCE GATE TO A HOUSE WITH NO. 522,
 GX1103'2 FEET NORTHEAST OF A WIRE FENCE, ABOUT LEVEL WITH THE HIGHWAY,
 GX1103'AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1124 ***********************************************************************
 GX1124  DESIGNATION -  M 42
 GX1124  PID         -  GX1124
 GX1124  STATE/COUNTY-  WV/WYOMING
 GX1124  USGS QUAD   -  MULLENS (1976)
 GX1124
 GX1124                         *CURRENT SURVEY CONTROL
 GX1124  ___________________________________________________________________
 GX1124* NAD 83(1986)-  37 34 08.     (N)    081 28 13.     (W)     SCALED    
 GX1124* NAVD 88     -       411.536  (meters)    1350.18   (feet)  ADJUSTED  
 GX1124  ___________________________________________________________________
 GX1124  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX1124  DYNAMIC HT  -         411.204 (meters)    1349.09  (feet)  COMP
 GX1124  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 GX1124
 GX1124  VERT ORDER  -  SECOND    CLASS 0
 GX1124
 GX1124.The horizontal coordinates were scaled from a topographic map and have
 GX1124.an estimated accuracy of +/- 6 seconds.
 GX1124
 GX1124.The orthometric height was determined by differential leveling
 GX1124.and adjusted by the National Geodetic Survey in June 1991..
 GX1124
 GX1124.The geoid height was determined by GEOID03.
 GX1124
 GX1124.The dynamic height is computed by dividing the NAVD 88
 GX1124.geopotential number by the normal gravity value computed on the
 GX1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1124.degrees latitude (g = 980.6199 gals.).
 GX1124
 GX1124.The modeled gravity was interpolated from observed gravity values.
 GX1124
 GX1124;                    North         East    Units  Estimated Accuracy
 GX1124;SPC WV S     -    63,250.      558,460.      MT  (+/- 180 meters Scaled)
 GX1124
 GX1124                          SUPERSEDED SURVEY CONTROL
 GX1124
 GX1124  NGVD 29 (??/??/92)  411.700  (m)         1350.72   (f) ADJ UNCH    2 0
 GX1124
 GX1124.Superseded values are not recommended for survey control.
 GX1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1124.See file dsdata.txt to determine how the superseded data were derived.
 GX1124
 GX1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB584580(NAD 83)
 GX1124_MARKER: DB = BENCH MARK DISK
 GX1124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1124_SP_SET: CULVERT
 GX1124_STAMPING: M 42 1935
 GX1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1124
 GX1124  HISTORY     - Date     Condition        Report By
 GX1124  HISTORY     - 1935     MONUMENTED       CGS
 GX1124
 GX1124                          STATION DESCRIPTION
 GX1124
 GX1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1124'6.4 MI E FROM PINEVILLE.
 GX1124'6.4 MILES EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GX1124'AT PINEVILLE, 0.4 MILE EAST OF MILEPOST 6, IN THE TOP OF THE
 GX1124'SOUTH HEADWALL OF A CULVERT, 9 FEET SOUTH OF THE SOUTH RAIL, AND
 GX1124'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 42
 GX1124'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1160 ***********************************************************************
 GX1160  DESIGNATION -  M 43
 GX1160  PID         -  GX1160
 GX1160  STATE/COUNTY-  WV/RALEIGH
 GX1160  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1160
 GX1160                         *CURRENT SURVEY CONTROL
 GX1160  ___________________________________________________________________
 GX1160* NAD 83(1986)-  37 41 31.     (N)    081 14 14.     (W)     SCALED    
 GX1160* NAVD 88     -       652.332  (meters)    2140.19   (feet)  ADJUSTED  
 GX1160  ___________________________________________________________________
 GX1160  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX1160  DYNAMIC HT  -         651.785 (meters)    2138.40  (feet)  COMP
 GX1160  MODELED GRAV-     979,771.1   (mgal)                       NAVD 88
 GX1160
 GX1160  VERT ORDER  -  SECOND    CLASS 0
 GX1160
 GX1160.The horizontal coordinates were scaled from a topographic map and have
 GX1160.an estimated accuracy of +/- 6 seconds.
 GX1160
 GX1160.The orthometric height was determined by differential leveling
 GX1160.and adjusted by the National Geodetic Survey in June 1991..
 GX1160
 GX1160.The geoid height was determined by GEOID03.
 GX1160
 GX1160.The dynamic height is computed by dividing the NAVD 88
 GX1160.geopotential number by the normal gravity value computed on the
 GX1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1160.degrees latitude (g = 980.6199 gals.).
 GX1160
 GX1160.The modeled gravity was interpolated from observed gravity values.
 GX1160
 GX1160;                    North         East    Units  Estimated Accuracy
 GX1160;SPC WV S     -    76,830.      579,080.      MT  (+/- 180 meters Scaled)
 GX1160
 GX1160                          SUPERSEDED SURVEY CONTROL
 GX1160
 GX1160  NGVD 29 (??/??/92)  652.470  (m)         2140.65   (f) ADJ UNCH    2 0
 GX1160
 GX1160.Superseded values are not recommended for survey control.
 GX1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1160.See file dsdata.txt to determine how the superseded data were derived.
 GX1160
 GX1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB790716(NAD 83)
 GX1160_MARKER: DB = BENCH MARK DISK
 GX1160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1160_SP_SET: OVERPASS
 GX1160_STAMPING: M 43 1935
 GX1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1160
 GX1160  HISTORY     - Date     Condition        Report By
 GX1160  HISTORY     - 1935     MONUMENTED       CGS
 GX1160  HISTORY     - 1960     GOOD             NGS
 GX1160
 GX1160                          STATION DESCRIPTION
 GX1160
 GX1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1160'2.8 MI NE FROM MC ALPIN.
 GX1160'ABOUT 2.75 MILES NORTHEAST ALONG THE VIRGINIAN RAILWAY FROM THE
 GX1160'POST OFFICE AT MC ALPIN, IN TOP OF EAST END OF SOUTH CONCRETE
 GX1160'ABUTMENT OF RAILROAD OVERPASS OVER THE CHESAPEAKE AND OHIO
 GX1160'RAILWAY AT LOOP JUNCTION, ABOUT 6 RAILS NORTH OF A SHORT TUNNEL,
 GX1160'AND ABOUT 3 FEET BELOW LEVEL OF TRACK.  LEVELING IN 1960 INDICATES
 GX1160'THAT THIS MARK HAS SETTLED.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2187 ***********************************************************************
 GX2187  DESIGNATION -  M 44
 GX2187  PID         -  GX2187
 GX2187  STATE/COUNTY-  WV/WYOMING
 GX2187  USGS QUAD   -  PINEVILLE (1976)
 GX2187
 GX2187                         *CURRENT SURVEY CONTROL
 GX2187  ___________________________________________________________________
 GX2187* NAD 83(1986)-  37 36 23.     (N)    081 32 13.     (W)     SCALED    
 GX2187* NAVD 88     -       442.985  (meters)    1453.36   (feet)  ADJUSTED  
 GX2187  ___________________________________________________________________
 GX2187  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX2187  DYNAMIC HT  -         442.633 (meters)    1452.21  (feet)  COMP
 GX2187  MODELED GRAV-     979,820.4   (mgal)                       NAVD 88
 GX2187
 GX2187  VERT ORDER  -  SECOND    CLASS 0
 GX2187
 GX2187.The horizontal coordinates were scaled from a topographic map and have
 GX2187.an estimated accuracy of +/- 6 seconds.
 GX2187
 GX2187.The orthometric height was determined by differential leveling
 GX2187.and adjusted by the National Geodetic Survey in June 1991..
 GX2187
 GX2187.The geoid height was determined by GEOID03.
 GX2187
 GX2187.The dynamic height is computed by dividing the NAVD 88
 GX2187.geopotential number by the normal gravity value computed on the
 GX2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2187.degrees latitude (g = 980.6199 gals.).
 GX2187
 GX2187.The modeled gravity was interpolated from observed gravity values.
 GX2187
 GX2187;                    North         East    Units  Estimated Accuracy
 GX2187;SPC WV S     -    67,440.      552,590.      MT  (+/- 180 meters Scaled)
 GX2187
 GX2187                          SUPERSEDED SURVEY CONTROL
 GX2187
 GX2187  NGVD 29 (??/??/92)  443.157  (m)         1453.92   (f) ADJ UNCH    2 0
 GX2187
 GX2187.Superseded values are not recommended for survey control.
 GX2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2187.See file dsdata.txt to determine how the superseded data were derived.
 GX2187
 GX2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB526622(NAD 83)
 GX2187_MARKER: DB = BENCH MARK DISK
 GX2187_SETTING: 66 = SET IN ROCK OUTCROP
 GX2187_SP_SET: ROCK LEDGE
 GX2187_STAMPING: M 44 1935
 GX2187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2187+STABILITY: POSITION/ELEVATION WELL
 GX2187
 GX2187  HISTORY     - Date     Condition        Report By
 GX2187  HISTORY     - 1935     MONUMENTED       CGS
 GX2187  HISTORY     - 1963     GOOD             AEROS
 GX2187  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 GX2187
 GX2187                          STATION DESCRIPTION
 GX2187
 GX2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2187'2.1 MI N FROM PINEVILLE.
 GX2187'2.1 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE
 GX2187'AT PINEVILLE, WYOMING COUNTY, ABOUT 300 YARDS NORTH OF THE
 GX2187'CHARLES COOK RESIDENCE, AT THE NORTH END OF A CURVE, 33 FEET
 GX2187'WEST OF THE CENTERLINE OF THE HIGHWAY, IN THE FACE OF A ROCK
 GX2187'LEDGE, AND ABOUT 5 FEET ABOVE THE HIGHWAY.  A STANDARD DISK,
 GX2187'STAMPED M 44 1935 AND SET VERTICALLY.
 GX2187
 GX2187                          STATION RECOVERY (1963)
 GX2187
 GX2187'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2187'RECOVERED IN GOOD CONDITION.
 GX2187
 GX2187                          STATION RECOVERY (1980)
 GX2187
 GX2187'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2221 ***********************************************************************
 GX2221  DESIGNATION -  M 45
 GX2221  PID         -  GX2221
 GX2221  STATE/COUNTY-  WV/LOGAN
 GX2221  USGS QUAD   -  LOGAN (1989)
 GX2221
 GX2221                         *CURRENT SURVEY CONTROL
 GX2221  ___________________________________________________________________
 GX2221* NAD 83(1986)-  37 45 59.     (N)    081 54 57.     (W)     SCALED    
 GX2221* NAVD 88     -       222.089  (meters)     728.64   (feet)  ADJUSTED  
 GX2221  ___________________________________________________________________
 GX2221  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GX2221  DYNAMIC HT  -         221.923 (meters)     728.09  (feet)  COMP
 GX2221  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 GX2221
 GX2221  VERT ORDER  -  SECOND    CLASS 0
 GX2221
 GX2221.The horizontal coordinates were scaled from a topographic map and have
 GX2221.an estimated accuracy of +/- 6 seconds.
 GX2221
 GX2221.The orthometric height was determined by differential leveling
 GX2221.and adjusted by the National Geodetic Survey in June 1991..
 GX2221
 GX2221.The geoid height was determined by GEOID03.
 GX2221
 GX2221.The dynamic height is computed by dividing the NAVD 88
 GX2221.geopotential number by the normal gravity value computed on the
 GX2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2221.degrees latitude (g = 980.6199 gals.).
 GX2221
 GX2221.The modeled gravity was interpolated from observed gravity values.
 GX2221
 GX2221;                    North         East    Units  Estimated Accuracy
 GX2221;SPC WV S     -    85,460.      519,310.      MT  (+/- 180 meters Scaled)
 GX2221
 GX2221                          SUPERSEDED SURVEY CONTROL
 GX2221
 GX2221  NGVD 29 (??/??/92)  222.303  (m)          729.34   (f) ADJ UNCH    2 0
 GX2221
 GX2221.Superseded values are not recommended for survey control.
 GX2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2221.See file dsdata.txt to determine how the superseded data were derived.
 GX2221
 GX2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB193802(NAD 83)
 GX2221_MARKER: DB = BENCH MARK DISK
 GX2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2221_STAMPING: M 45 1935
 GX2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2221+STABILITY: SURFACE MOTION
 GX2221
 GX2221  HISTORY     - Date     Condition        Report By
 GX2221  HISTORY     - 1935     MONUMENTED       CGS
 GX2221  HISTORY     - 1957     GOOD             NGS
 GX2221
 GX2221                          STATION DESCRIPTION
 GX2221
 GX2221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2221'AT EARLING.
 GX2221'AT EARLING, ALONG STATE HIGHWAY 10, AT THE CROSSING OF THE
 GX2221'CHEASPEAKE AND OHIO RAILWAY, AT THE SOUTHEAST END OF A GRASSY
 GX2221'PLOT BETWEEN HIGHWAY AND TRACK, 19 FEET NORTHEAST OF CENTER LINE
 GX2221'OF HIGHWAY, 23 1/2 FEET SOUTHWEST  OF SOUTHWEST RAIL, 77 FEET
 GX2221'NORTHWEST OF CENTER OF CROSSING OF SOUTHWEST RAIL AND TRACK,
 GX2221'3 1/2 FEET WEST OF FIRST TELEPHONE POLE NORTHWEST OF CROSSING,
 GX2221'1 1/2 FEET SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT 3 FEET
 GX2221'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GX2221'ABOUT 1 INCH UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0045 ***********************************************************************
 GY0045  DESIGNATION -  M 46
 GY0045  PID         -  GY0045
 GY0045  STATE/COUNTY-  WV/MINGO
 GY0045  USGS QUAD   -  KERMIT (1992)
 GY0045
 GY0045                         *CURRENT SURVEY CONTROL
 GY0045  ___________________________________________________________________
 GY0045* NAD 83(1986)-  37 49 08.     (N)    082 23 17.     (W)     SCALED    
 GY0045* NAVD 88     -       192.565  (meters)     631.77   (feet)  ADJUSTED  
 GY0045  ___________________________________________________________________
 GY0045  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GY0045  DYNAMIC HT  -         192.423 (meters)     631.31  (feet)  COMP
 GY0045  MODELED GRAV-     979,891.4   (mgal)                       NAVD 88
 GY0045
 GY0045  VERT ORDER  -  SECOND    CLASS 0
 GY0045
 GY0045.The horizontal coordinates were scaled from a topographic map and have
 GY0045.an estimated accuracy of +/- 6 seconds.
 GY0045
 GY0045.The orthometric height was determined by differential leveling
 GY0045.and adjusted by the National Geodetic Survey in June 1991..
 GY0045.WARNING-Repeat measurements at this control monument indicate possible
 GY0045.vertical movement.
 GY0045
 GY0045.The geoid height was determined by GEOID03.
 GY0045
 GY0045.The dynamic height is computed by dividing the NAVD 88
 GY0045.geopotential number by the normal gravity value computed on the
 GY0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0045.degrees latitude (g = 980.6199 gals.).
 GY0045
 GY0045.The modeled gravity was interpolated from observed gravity values.
 GY0045
 GY0045;                    North         East    Units  Estimated Accuracy
 GY0045;SPC WV S     -    91,800.      477,800.      MT  (+/- 180 meters Scaled)
 GY0045
 GY0045                          SUPERSEDED SURVEY CONTROL
 GY0045
 GY0045  NGVD 29 (??/??/92)  192.782  (m)          632.49   (f) ADJ UNCH    2 0
 GY0045
 GY0045.Superseded values are not recommended for survey control.
 GY0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0045.See file dsdata.txt to determine how the superseded data were derived.
 GY0045
 GY0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB778866(NAD 83)
 GY0045_MARKER: DB = BENCH MARK DISK
 GY0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0045_SP_SET: TUNNEL
 GY0045_STAMPING: M 46 1935 632.486
 GY0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0045
 GY0045  HISTORY     - Date     Condition        Report By
 GY0045  HISTORY     - 1935     MONUMENTED       CGS
 GY0045  HISTORY     - 1956     GOOD             NGS
 GY0045
 GY0045                          STATION DESCRIPTION
 GY0045
 GY0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0045'1.9 MI SE FROM KERMIT.
 GY0045'1.9 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILROAD,
 GY0045'FROM THE STATION AT KERMIT, 0.3 MILE NORTHWEST OF MILE POST NA 3,
 GY0045'SET VERTICAL IN THE SOUTH EAST FACE AT THE SOUTHEAST END OF A
 GY0045'TUNNEL PORTAL, 6.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND
 GY0045'ABOUT 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0044 ***********************************************************************
 GY0044  DESIGNATION -  M 46 X
 GY0044  PID         -  GY0044
 GY0044  STATE/COUNTY-  WV/MINGO
 GY0044  USGS QUAD   -  KERMIT (1992)
 GY0044
 GY0044                         *CURRENT SURVEY CONTROL
 GY0044  ___________________________________________________________________
 GY0044* NAD 83(1986)-  37 49 37.     (N)    082 23 54.     (W)     SCALED    
 GY0044* NAVD 88     -       193.302  (meters)     634.19   (feet)  ADJUSTED  
 GY0044  ___________________________________________________________________
 GY0044  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GY0044  DYNAMIC HT  -         193.160 (meters)     633.73  (feet)  COMP
 GY0044  MODELED GRAV-     979,891.2   (mgal)                       NAVD 88
 GY0044
 GY0044  VERT ORDER  -  SECOND    CLASS 0
 GY0044
 GY0044.The horizontal coordinates were scaled from a topographic map and have
 GY0044.an estimated accuracy of +/- 6 seconds.
 GY0044
 GY0044.The orthometric height was determined by differential leveling
 GY0044.and adjusted by the National Geodetic Survey in June 1991..
 GY0044
 GY0044.The geoid height was determined by GEOID03.
 GY0044
 GY0044.The dynamic height is computed by dividing the NAVD 88
 GY0044.geopotential number by the normal gravity value computed on the
 GY0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0044.degrees latitude (g = 980.6199 gals.).
 GY0044
 GY0044.The modeled gravity was interpolated from observed gravity values.
 GY0044
 GY0044;                    North         East    Units  Estimated Accuracy
 GY0044;SPC WV S     -    92,710.      476,900.      MT  (+/- 180 meters Scaled)
 GY0044
 GY0044                          SUPERSEDED SURVEY CONTROL
 GY0044
 GY0044  NGVD 29 (??/??/92)  193.519  (m)          634.90   (f) ADJ UNCH    2 0
 GY0044
 GY0044.Superseded values are not recommended for survey control.
 GY0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0044.See file dsdata.txt to determine how the superseded data were derived.
 GY0044
 GY0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB769875(NAD 83)
 GY0044_MARKER: DB = BENCH MARK DISK
 GY0044_SETTING: 66 = SET IN ROCK OUTCROP
 GY0044_SP_SET: OUTCROP
 GY0044_STAMPING: M 46 X 1952 634.904
 GY0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0044+STABILITY: POSITION/ELEVATION WELL
 GY0044
 GY0044  HISTORY     - Date     Condition        Report By
 GY0044  HISTORY     - 1952     MONUMENTED       CGS
 GY0044  HISTORY     - 1956     GOOD             NGS
 GY0044  HISTORY     - 199003   MARK NOT FOUND   USGS
 GY0044
 GY0044                          STATION DESCRIPTION
 GY0044
 GY0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0044'1 MI SE FROM KERMIT.
 GY0044'1.0 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILROAD FROM
 GY0044'THE STATION AT KERMIT, SET VERTICALLY IN THE WEST FACE OF A 20
 GY0044'BY 8 FOOT SANDSTONE OUTCROP, 41 FEET EAST AND ACROSS TRACK FROM
 GY0044'SIGNAL NO. 12 LM, 26.4 FEET NORTH OF NORTHWEST CORNER OF A SIGNAL
 GY0044'RELAY FOUNDATION, 12.9 FEET EAST OF THE EAST RAIL, AND 9 FEET NORTH
 GY0044'OF SOUTH END OF OUTCROP, ABOUT LEVEL WITH TRACK.
 GY0044
 GY0044                          STATION RECOVERY (1990)
 GY0044
 GY0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (DW)
 GY0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0126 ***********************************************************************
 GY0126  DESIGNATION -  M 47
 GY0126  PID         -  GY0126
 GY0126  STATE/COUNTY-  WV/MINGO
 GY0126  USGS QUAD   -  MATEWAN (1992)
 GY0126
 GY0126                         *CURRENT SURVEY CONTROL
 GY0126  ___________________________________________________________________
 GY0126* NAD 83(1986)-  37 33 52.     (N)    082 08 13.     (W)     SCALED    
 GY0126* NAVD 88     -       219.761  (meters)     721.00   (feet)  ADJUSTED  
 GY0126  ___________________________________________________________________
 GY0126  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GY0126  DYNAMIC HT  -         219.594 (meters)     720.45  (feet)  COMP
 GY0126  MODELED GRAV-     979,865.0   (mgal)                       NAVD 88
 GY0126
 GY0126  VERT ORDER  -  SECOND    CLASS 0
 GY0126
 GY0126.The horizontal coordinates were scaled from a topographic map and have
 GY0126.an estimated accuracy of +/- 6 seconds.
 GY0126
 GY0126.The orthometric height was determined by differential leveling
 GY0126.and adjusted by the National Geodetic Survey in June 1991..
 GY0126
 GY0126.The geoid height was determined by GEOID03.
 GY0126
 GY0126.The dynamic height is computed by dividing the NAVD 88
 GY0126.geopotential number by the normal gravity value computed on the
 GY0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0126.degrees latitude (g = 980.6199 gals.).
 GY0126
 GY0126.The modeled gravity was interpolated from observed gravity values.
 GY0126
 GY0126;                    North         East    Units  Estimated Accuracy
 GY0126;SPC WV S     -    63,260.      499,560.      MT  (+/- 180 meters Scaled)
 GY0126
 GY0126                          SUPERSEDED SURVEY CONTROL
 GY0126
 GY0126  NGVD 29 (??/??/92)  219.978  (m)          721.71   (f) ADJ UNCH    2 0
 GY0126
 GY0126.Superseded values are not recommended for survey control.
 GY0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0126.See file dsdata.txt to determine how the superseded data were derived.
 GY0126
 GY0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB995580(NAD 83)
 GY0126_MARKER: DB = BENCH MARK DISK
 GY0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0126_SP_SET: PIER
 GY0126_STAMPING: M 47 1935 721.711
 GY0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0126
 GY0126  HISTORY     - Date     Condition        Report By
 GY0126  HISTORY     - 1935     MONUMENTED       CGS
 GY0126  HISTORY     - 1956     POOR             NGS
 GY0126
 GY0126                          STATION DESCRIPTION
 GY0126
 GY0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0126'0.4 MI S FROM DELORME.
 GY0126'0.4 MILE SOUTH ALONG NORFOLK AND WESTERN RAILROAD FROM THE
 GY0126'STATION AT DELORME, SET IN THE TOP OF THE NORTH END OF THE EAST
 GY0126'MOST CONCRETE PIER SUPPORTING STEEL STRUCTURE OF RAILROAD BRIDGE
 GY0126'NO. 925 OF SPUR TRACK LEADING WEST INTO KENTUCKY, ABOUT 40 YARDS
 GY0126'EAST OF THE WEST RAIL OF MAIN TRACK, 8 FEET NORTH OF NORTH RAIL
 GY0126'OF SPUR TRACK AND ABOUT 6.5 FEET BELOW LEVEL OF SPUR TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1604 ***********************************************************************
 GX1604  DESIGNATION -  M 48
 GX1604  PID         -  GX1604
 GX1604  STATE/COUNTY-  WV/MCDOWELL
 GX1604  USGS QUAD   -  IAEGER (1976)
 GX1604
 GX1604                         *CURRENT SURVEY CONTROL
 GX1604  ___________________________________________________________________
 GX1604* NAD 83(1986)-  37 28 30.     (N)    081 49 28.     (W)     SCALED    
 GX1604* NAVD 88     -       296.282  (meters)     972.05   (feet)  ADJUSTED  
 GX1604  ___________________________________________________________________
 GX1604  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX1604  DYNAMIC HT  -         296.045 (meters)     971.27  (feet)  COMP
 GX1604  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 GX1604
 GX1604  VERT ORDER  -  SECOND    CLASS 0
 GX1604
 GX1604.The horizontal coordinates were scaled from a topographic map and have
 GX1604.an estimated accuracy of +/- 6 seconds.
 GX1604
 GX1604.The orthometric height was determined by differential leveling
 GX1604.and adjusted by the National Geodetic Survey in June 1991..
 GX1604
 GX1604.The geoid height was determined by GEOID03.
 GX1604
 GX1604.The dynamic height is computed by dividing the NAVD 88
 GX1604.geopotential number by the normal gravity value computed on the
 GX1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1604.degrees latitude (g = 980.6199 gals.).
 GX1604
 GX1604.The modeled gravity was interpolated from observed gravity values.
 GX1604
 GX1604;                    North         East    Units  Estimated Accuracy
 GX1604;SPC WV S     -    53,040.      527,080.      MT  (+/- 180 meters Scaled)
 GX1604
 GX1604                          SUPERSEDED SURVEY CONTROL
 GX1604
 GX1604  NGVD 29 (??/??/92)  296.478  (m)          972.69   (f) ADJ UNCH    2 0
 GX1604
 GX1604.Superseded values are not recommended for survey control.
 GX1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1604.See file dsdata.txt to determine how the superseded data were derived.
 GX1604
 GX1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB271478(NAD 83)
 GX1604_MARKER: DB = BENCH MARK DISK
 GX1604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1604_SP_SET: CULVERT
 GX1604_STAMPING: M 48 1935
 GX1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1604
 GX1604  HISTORY     - Date     Condition        Report By
 GX1604  HISTORY     - 1935     MONUMENTED       CGS
 GX1604  HISTORY     - 1958     MARK NOT FOUND   NGS
 GX1604
 GX1604                          STATION DESCRIPTION
 GX1604
 GX1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1604'1.9 MI NW FROM IAEGER.
 GX1604'1.9 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1604'THE STATION AT IAEGER, 0.4 MILE SOUTHEAST OF MILEPOST N 424, 0.2
 GX1604'MILE SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 GX1604'HIGHWAY 83, 4 RAILS SOUTHWEST OF SEMAPHORE 4236, AT A CONCRETE
 GX1604'CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, 5.5
 GX1604'FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL
 GX1604'OF THE RAIL.  A STANDARD DISK, STAMPED M 48 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1279 ***********************************************************************
 GX1279  DESIGNATION -  M 49
 GX1279  PID         -  GX1279
 GX1279  STATE/COUNTY-  WV/MCDOWELL
 GX1279  USGS QUAD   -  KEYSTONE (1976)
 GX1279
 GX1279                         *CURRENT SURVEY CONTROL
 GX1279  ___________________________________________________________________
 GX1279* NAD 83(1986)-  37 24 49.     (N)    081 28 54.     (W)     SCALED    
 GX1279* NAVD 88     -       474.938  (meters)    1558.19   (feet)  ADJUSTED  
 GX1279  ___________________________________________________________________
 GX1279  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX1279  DYNAMIC HT  -         474.539 (meters)    1556.88  (feet)  COMP
 GX1279  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 GX1279
 GX1279  VERT ORDER  -  SECOND    CLASS 0
 GX1279
 GX1279.The horizontal coordinates were scaled from a topographic map and have
 GX1279.an estimated accuracy of +/- 6 seconds.
 GX1279
 GX1279.The orthometric height was determined by differential leveling
 GX1279.and adjusted by the National Geodetic Survey in June 1991..
 GX1279
 GX1279.The geoid height was determined by GEOID03.
 GX1279
 GX1279.The dynamic height is computed by dividing the NAVD 88
 GX1279.geopotential number by the normal gravity value computed on the
 GX1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1279.degrees latitude (g = 980.6199 gals.).
 GX1279
 GX1279.The modeled gravity was interpolated from observed gravity values.
 GX1279
 GX1279;                    North         East    Units  Estimated Accuracy
 GX1279;SPC WV S     -    46,020.      557,360.      MT  (+/- 180 meters Scaled)
 GX1279
 GX1279                          SUPERSEDED SURVEY CONTROL
 GX1279
 GX1279  NGVD 29 (??/??/92)  475.092  (m)         1558.70   (f) ADJ UNCH    2 0
 GX1279
 GX1279.Superseded values are not recommended for survey control.
 GX1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1279.See file dsdata.txt to determine how the superseded data were derived.
 GX1279
 GX1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB573408(NAD 83)
 GX1279_MARKER: DB = BENCH MARK DISK
 GX1279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1279_SP_SET: BRIDGE
 GX1279_STAMPING: M 49 1935
 GX1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1279
 GX1279  HISTORY     - Date     Condition        Report By
 GX1279  HISTORY     - 1935     MONUMENTED       CGS
 GX1279
 GX1279                          STATION DESCRIPTION
 GX1279
 GX1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1279'1 MI E FROM VIVIAN.
 GX1279'1.0 MILE EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1279'STATION AT VIVIAN, MCDOWELL COUNTY, 0.2 MILE EAST OF MILEPOST
 GX1279'N 390, 20 YARDS SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 52, AT
 GX1279'BRIDGE 883, IN THE CENTER OF THE TOP OF THE NORTHWEST WING WALL,
 GX1279'7 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE RAIL.  A STANDARD
 GX1279'DISK, STAMPED M 49 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0405 ***********************************************************************
 GY0405  DESIGNATION -  M 50
 GY0405  PID         -  GY0405
 GY0405  STATE/COUNTY-  WV/LOGAN
 GY0405  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0405
 GY0405                         *CURRENT SURVEY CONTROL
 GY0405  ___________________________________________________________________
 GY0405* NAD 83(1986)-  37 56 12.     (N)    082 00 24.     (W)     SCALED    
 GY0405* NAVD 88     -       199.133  (meters)     653.32   (feet)  ADJUSTED  
 GY0405  ___________________________________________________________________
 GY0405  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GY0405  DYNAMIC HT  -         198.988 (meters)     652.85  (feet)  COMP
 GY0405  MODELED GRAV-     979,896.8   (mgal)                       NAVD 88
 GY0405
 GY0405  VERT ORDER  -  SECOND    CLASS 0
 GY0405
 GY0405.The horizontal coordinates were scaled from a topographic map and have
 GY0405.an estimated accuracy of +/- 6 seconds.
 GY0405
 GY0405.The orthometric height was determined by differential leveling
 GY0405.and adjusted by the National Geodetic Survey in June 1991..
 GY0405
 GY0405.The geoid height was determined by GEOID03.
 GY0405
 GY0405.The dynamic height is computed by dividing the NAVD 88
 GY0405.geopotential number by the normal gravity value computed on the
 GY0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0405.degrees latitude (g = 980.6199 gals.).
 GY0405
 GY0405.The modeled gravity was interpolated from observed gravity values.
 GY0405
 GY0405;                    North         East    Units  Estimated Accuracy
 GY0405;SPC WV S     -   104,440.      511,510.      MT  (+/- 180 meters Scaled)
 GY0405
 GY0405                          SUPERSEDED SURVEY CONTROL
 GY0405
 GY0405  NGVD 29 (??/??/92)  199.344  (m)          654.01   (f) ADJ UNCH    2 0
 GY0405
 GY0405.Superseded values are not recommended for survey control.
 GY0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0405.See file dsdata.txt to determine how the superseded data were derived.
 GY0405
 GY0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB115992(NAD 83)
 GY0405_MARKER: DB = BENCH MARK DISK
 GY0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0405_STAMPING: M 50 1935
 GY0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0405+STABILITY: SURFACE MOTION
 GY0405
 GY0405  HISTORY     - Date     Condition        Report By
 GY0405  HISTORY     - 1935     MONUMENTED       CGS
 GY0405  HISTORY     - 1957     GOOD             NGS
 GY0405
 GY0405                          STATION DESCRIPTION
 GY0405
 GY0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0405'2.9 MI S FROM CHAPMANVILLE.
 GY0405'ABOUT 2.9 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GY0405'THE STATION AT CHAPMANVILLE, ABOUT 1.8 MILE NORTH OF OVERPASS
 GY0405'OF STATE HIGHWAY 10 OVER TRACKS AT PECKS MILL, AT GODBY, 354
 GY0405'FEET EAST-SOUTHEAST OF MILE POST 57, 17.6 FEET SOUTH OF SOUTH
 GY0405'RAIL OF SOUTH MAIN TRACK, 78 FEET SOUTH AND ACROSS TRACKS FROM
 GY0405'CENTER LINE OF STATE HIGHWAY 10, 104 FEET EAST OF NORTHEAST
 GY0405'CORNER OF WAITING ROOM SHED AT GODBY, 79 FEET EAST OF CENTER
 GY0405'OF AN ABANDONED ROAD CROSSING, 23.3 FEET WEST OF THE FIRST
 GY0405'TELEPHONE POLE WEST OF WAITING SHED, 2 FEET BELOW LEVEL OF
 GY0405'TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES
 GY0405'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0527 ***********************************************************************
 HY0527  DESIGNATION -  M 51
 HY0527  PID         -  HY0527
 HY0527  STATE/COUNTY-  WV/CABELL
 HY0527  USGS QUAD   -  WEST HAMLIN (1989)
 HY0527
 HY0527                         *CURRENT SURVEY CONTROL
 HY0527  ___________________________________________________________________
 HY0527* NAD 83(1986)-  38 19 23.     (N)    082 13 09.     (W)     SCALED    
 HY0527* NAVD 88     -       178.007  (meters)     584.01   (feet)  ADJUSTED  
 HY0527  ___________________________________________________________________
 HY0527  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HY0527  DYNAMIC HT  -         177.884 (meters)     583.61  (feet)  COMP
 HY0527  MODELED GRAV-     979,933.4   (mgal)                       NAVD 88
 HY0527
 HY0527  VERT ORDER  -  SECOND    CLASS 0
 HY0527
 HY0527.The horizontal coordinates were scaled from a topographic map and have
 HY0527.an estimated accuracy of +/- 6 seconds.
 HY0527
 HY0527.The orthometric height was determined by differential leveling
 HY0527.and adjusted by the National Geodetic Survey in June 1991..
 HY0527
 HY0527.The geoid height was determined by GEOID03.
 HY0527
 HY0527.The dynamic height is computed by dividing the NAVD 88
 HY0527.geopotential number by the normal gravity value computed on the
 HY0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0527.degrees latitude (g = 980.6199 gals.).
 HY0527
 HY0527.The modeled gravity was interpolated from observed gravity values.
 HY0527
 HY0527;                    North         East    Units  Estimated Accuracy
 HY0527;SPC WV S     -   147,550.      493,400.      MT  (+/- 180 meters Scaled)
 HY0527
 HY0527                          SUPERSEDED SURVEY CONTROL
 HY0527
 HY0527  NGVD 29 (??/??/92)  178.204  (m)          584.66   (f) ADJ UNCH    2 0
 HY0527
 HY0527.Superseded values are not recommended for survey control.
 HY0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0527.See file dsdata.txt to determine how the superseded data were derived.
 HY0527
 HY0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC934423(NAD 83)
 HY0527_MARKER: DB = BENCH MARK DISK
 HY0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0527_SP_SET: BRIDGE SEAT
 HY0527_STAMPING: M 51 1935
 HY0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0527
 HY0527  HISTORY     - Date     Condition        Report By
 HY0527  HISTORY     - 1935     MONUMENTED       CGS
 HY0527
 HY0527                          STATION DESCRIPTION
 HY0527
 HY0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0527'AT SALT ROCK.
 HY0527'AT SALT ROCK, CABELL COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 HY0527'61 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 110
 HY0527'YARDS NORTHWEST OF MILEPOST B 14, 21 FEET WEST OF THE WEST
 HY0527'RAIL, 9-1/2 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 10,
 HY0527'AT A HIGHWAY BRIDGE OVER GUYANDOTTE RIVER, IN THE SOUTH END OF
 HY0527'THE EAST BRIDGE SEAT, AND 2 FEET LOWER THAN THE HIGHWAY.  A
 HY0527'STANDARD DISK, STAMPED M 51 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0991 ***********************************************************************
 JX0991  DESIGNATION -  M 6
 JX0991  PID         -  JX0991
 JX0991  STATE/COUNTY-  WV/WIRT
 JX0991  USGS QUAD   -  ELIZABETH (1975)
 JX0991
 JX0991                         *CURRENT SURVEY CONTROL
 JX0991  ___________________________________________________________________
 JX0991* NAD 83(1986)-  39 07 15.     (N)    081 25 34.     (W)     SCALED    
 JX0991* NAVD 88     -       198.833  (meters)     652.34   (feet)  ADJUSTED  
 JX0991  ___________________________________________________________________
 JX0991  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JX0991  DYNAMIC HT  -         198.706 (meters)     651.92  (feet)  COMP
 JX0991  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 JX0991
 JX0991  VERT ORDER  -  SECOND    CLASS 0
 JX0991
 JX0991.The horizontal coordinates were scaled from a topographic map and have
 JX0991.an estimated accuracy of +/- 6 seconds.
 JX0991
 JX0991.The orthometric height was determined by differential leveling
 JX0991.and adjusted by the National Geodetic Survey in June 1991..
 JX0991
 JX0991.The geoid height was determined by GEOID03.
 JX0991
 JX0991.The dynamic height is computed by dividing the NAVD 88
 JX0991.geopotential number by the normal gravity value computed on the
 JX0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0991.degrees latitude (g = 980.6199 gals.).
 JX0991
 JX0991.The modeled gravity was interpolated from observed gravity values.
 JX0991
 JX0991;                    North         East    Units  Estimated Accuracy
 JX0991;SPC WV N     -    70,710.      433,450.      MT  (+/- 180 meters Scaled)
 JX0991
 JX0991                          SUPERSEDED SURVEY CONTROL
 JX0991
 JX0991  NGVD 29 (??/??/92)  199.012  (m)          652.93   (f) ADJ UNCH    2 0
 JX0991
 JX0991.Superseded values are not recommended for survey control.
 JX0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0991.See file dsdata.txt to determine how the superseded data were derived.
 JX0991
 JX0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD631302(NAD 83)
 JX0991_MARKER: DB = BENCH MARK DISK
 JX0991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0991_SP_SET: CULVERT
 JX0991_STAMPING: M 6 1933
 JX0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0991
 JX0991  HISTORY     - Date     Condition        Report By
 JX0991  HISTORY     - 1933     MONUMENTED       CGS
 JX0991  HISTORY     - 1941     GOOD             NGS
 JX0991  HISTORY     - 1956     MARK NOT FOUND   NGS
 JX0991
 JX0991                          STATION DESCRIPTION
 JX0991
 JX0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JX0991'1.7 MI S FROM SLATE.
 JX0991'IN WIRT COUNTY, 1.7 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE
 JX0991'POST OFFICE AT SLATE, WOOD COUNTY, ONE MILE SOUTH OF THE
 JX0991'WOOD-WIRT COUNTY LINE, 32 YARDS SOUTH OF THE SOUTH END OF A
 JX0991'14-FOOT CUT ON THE EAST SIDE OF THE HIGHWAY, AT A FARM-ROAD
 JX0991'CROSSING, 19.0 FEET EAST OF THE CENTERLINE OF THE
 JX0991'ROAD, 15.2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT
 JX0991'THE NORTH END OF A CULVERT, IN THE TOP OF THE CONCRETE
 JX0991'RETAINING WALL, 3.6 FEET SOUTH OF A WHITE WOODEN POST STENCILED
 JX0991'USBM.  AND 2.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 JX0991'STAMPED M 6 1933.
 JX0991
 JX0991                          STATION RECOVERY (1956)
 JX0991
 JX0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 JX0991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0367 ***********************************************************************
 JW0367  DESIGNATION -  M 60 RESET 1961
 JW0367  PID         -  JW0367
 JW0367  STATE/COUNTY-  WV/HARDY
 JW0367  USGS QUAD   -  BAKER (1971)
 JW0367
 JW0367                         *CURRENT SURVEY CONTROL
 JW0367  ___________________________________________________________________
 JW0367* NAD 83(1986)-  39 02 29.     (N)    078 44 51.     (W)     SCALED    
 JW0367* NAVD 88     -       401.09   (meters)    1315.9    (feet)  RESET     
 JW0367  ___________________________________________________________________
 JW0367  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JW0367
 JW0367  VERT ORDER  -  THIRD
 JW0367
 JW0367.The horizontal coordinates were scaled from a topographic map and have
 JW0367.an estimated accuracy of +/- 6 seconds.
 JW0367
 JW0367.The orthometric height was computed from unverified reset data.
 JW0367.No vertical observational check was made to the station.
 JW0367
 JW0367.The geoid height was determined by GEOID03.
 JW0367
 JW0367;                    North         East    Units  Estimated Accuracy
 JW0367;SPC WV N     -    60,380.      665,150.      MT  (+/- 180 meters Scaled)
 JW0367
 JW0367                          SUPERSEDED SURVEY CONTROL
 JW0367
 JW0367  NGVD 29 (??/??/??)  401.24   (m)         1316.4    (f) RESET       3  
 JW0367
 JW0367.Superseded values are not recommended for survey control.
 JW0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0367.See file dsdata.txt to determine how the superseded data were derived.
 JW0367
 JW0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD949237(NAD 83)
 JW0367_MARKER: DD = SURVEY DISK
 JW0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0367_SP_SET: BRIDGE
 JW0367_STAMPING: M 60 RESET 1961
 JW0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0367
 JW0367  HISTORY     - Date     Condition        Report By
 JW0367  HISTORY     - 1961     MONUMENTED       WVHD
 JW0367  HISTORY     - 1962     GOOD             WVHD
 JW0367
 JW0367                          STATION DESCRIPTION
 JW0367
 JW0367'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1962
 JW0367'AT BAKER.
 JW0367'AT BAKER, HARDY COUNTY, ON STATE HIGHWAY 55, 120 FEET EAST OF
 JW0367'THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 259, AT A NEW TWO
 JW0367'SPAN I BEAM BRIDGE OVER BAKER RUN, AND SET IN THE TOP OF THE
 JW0367'NORTHWEST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1737 ***********************************************************************
 HX1737  DESIGNATION -  M 7
 HX1737  PID         -  HX1737
 HX1737  STATE/COUNTY-  WV/ROANE
 HX1737  USGS QUAD   -  CLIO (1976)
 HX1737
 HX1737                         *CURRENT SURVEY CONTROL
 HX1737  ___________________________________________________________________
 HX1737* NAD 83(1986)-  38 33 09.     (N)    081 21 11.     (W)     SCALED    
 HX1737* NAVD 88     -       194.435  (meters)     637.91   (feet)  ADJUSTED  
 HX1737  ___________________________________________________________________
 HX1737  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HX1737  DYNAMIC HT  -         194.302 (meters)     637.47  (feet)  COMP
 HX1737  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 HX1737
 HX1737  VERT ORDER  -  SECOND    CLASS 0
 HX1737
 HX1737.The horizontal coordinates were scaled from a topographic map and have
 HX1737.an estimated accuracy of +/- 6 seconds.
 HX1737
 HX1737.The orthometric height was determined by differential leveling
 HX1737.and adjusted by the National Geodetic Survey in June 1991..
 HX1737
 HX1737.The geoid height was determined by GEOID03.
 HX1737
 HX1737.The dynamic height is computed by dividing the NAVD 88
 HX1737.geopotential number by the normal gravity value computed on the
 HX1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1737.degrees latitude (g = 980.6199 gals.).
 HX1737
 HX1737.The modeled gravity was interpolated from observed gravity values.
 HX1737
 HX1737;                    North         East    Units  Estimated Accuracy
 HX1737;SPC WV S     -   172,370.      569,230.      MT  (+/- 180 meters Scaled)
 HX1737
 HX1737                          SUPERSEDED SURVEY CONTROL
 HX1737
 HX1737  NGVD 29 (??/??/92)  194.610  (m)          638.48   (f) ADJ UNCH    2 0
 HX1737
 HX1737.Superseded values are not recommended for survey control.
 HX1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1737.See file dsdata.txt to determine how the superseded data were derived.
 HX1737
 HX1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC692671(NAD 83)
 HX1737_MARKER: DB = BENCH MARK DISK
 HX1737_SETTING: 80 = SET IN A BOULDER
 HX1737_SP_SET: BOULDER
 HX1737_STAMPING: M 7 1933
 HX1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1737+STABILITY: SURFACE MOTION
 HX1737
 HX1737  HISTORY     - Date     Condition        Report By
 HX1737  HISTORY     - 1933     MONUMENTED       CGS
 HX1737  HISTORY     - 1956     MARK NOT FOUND   NGS
 HX1737
 HX1737                          STATION DESCRIPTION
 HX1737
 HX1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1737'0.4 MI N FROM COTTON.
 HX1737'0.4 MILE NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 HX1737'COTTON, 0.1 MILE NORTHWEST OF A NARROW BRIDGE OVER POTATO RUN
 HX1737'CREEK, 45 YARDS SOUTHWEST OF A GRAY HOUSE, 8 YARDS EAST OF THE
 HX1737'CENTERLINE OF THE HIGHWAY, 6 YARDS NORTHWEST OF A 1-FOOT APPLE
 HX1737'TREE, IN THE TOP OF A LARGE BOULDER, AND ABOUT 2 FEET HIGHER
 HX1737'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 7 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0998 ***********************************************************************
 JX0998  DESIGNATION -  M 76
 JX0998  PID         -  JX0998
 JX0998  STATE/COUNTY-  WV/WIRT
 JX0998  USGS QUAD   -  ELIZABETH (1975)
 JX0998
 JX0998                         *CURRENT SURVEY CONTROL
 JX0998  ___________________________________________________________________
 JX0998* NAD 83(1986)-  39 03 07.     (N)    081 24 21.     (W)     SCALED    
 JX0998* NAVD 88     -       220.552  (meters)     723.59   (feet)  ADJUSTED  
 JX0998  ___________________________________________________________________
 JX0998  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JX0998  DYNAMIC HT  -         220.412 (meters)     723.13  (feet)  COMP
 JX0998  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
 JX0998
 JX0998  VERT ORDER  -  SECOND    CLASS 0
 JX0998
 JX0998.The horizontal coordinates were scaled from a topographic map and have
 JX0998.an estimated accuracy of +/- 6 seconds.
 JX0998
 JX0998.The orthometric height was determined by differential leveling
 JX0998.and adjusted by the National Geodetic Survey in June 1991..
 JX0998
 JX0998.The geoid height was determined by GEOID03.
 JX0998
 JX0998.The dynamic height is computed by dividing the NAVD 88
 JX0998.geopotential number by the normal gravity value computed on the
 JX0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0998.degrees latitude (g = 980.6199 gals.).
 JX0998
 JX0998.The modeled gravity was interpolated from observed gravity values.
 JX0998
 JX0998;                    North         East    Units  Estimated Accuracy
 JX0998;SPC WV N     -    63,030.      435,040.      MT  (+/- 180 meters Scaled)
 JX0998
 JX0998                          SUPERSEDED SURVEY CONTROL
 JX0998
 JX0998  NGVD 29 (??/??/92)  220.726  (m)          724.17   (f) ADJ UNCH    2 0
 JX0998
 JX0998.Superseded values are not recommended for survey control.
 JX0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0998.See file dsdata.txt to determine how the superseded data were derived.
 JX0998
 JX0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD648226(NAD 83)
 JX0998_MARKER: DB = BENCH MARK DISK
 JX0998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0998_SP_SET: CULVERT
 JX0998_STAMPING: M 76 1941
 JX0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0998
 JX0998  HISTORY     - Date     Condition        Report By
 JX0998  HISTORY     - 1941     MONUMENTED       CGS
 JX0998  HISTORY     - 1981     GOOD             LOCSUR
 JX0998
 JX0998                          STATION DESCRIPTION
 JX0998
 JX0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JX0998'1.2 MI S FROM ELIZABETH.
 JX0998'1.2 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 JX0998'AT ELIZABETH, WIRE COUNTY, 0.1 MILE NORTH OF A SIDE ROAD, ABOUT
 JX0998'100 FEET NORTH OF A YELLOW FARMHOUSE, OPPOSITE A BARN, AT A
 JX0998'CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 JX0998'HEADWALL, 18.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 JX0998'6.0 FEET SOUTH OF A WHITE WOODEN POST STENCILED USBM.  A STANDARD
 JX0998'DISK, STAMPED M 76 1941.
 JX0998
 JX0998                          STATION RECOVERY (1981)
 JX0998
 JX0998'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 JX0998'THE HEADWALL IN WHICH THE MARK WAS SET HAS SUBSIDED ABOUT 0.3 FT. AND
 JX0998'APPEARS TO BE SUBSIDING FURTHER WHICH READERS THE MARK USELESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0729 ***********************************************************************
 JW0729  DESIGNATION -  M 77
 JW0729  PID         -  JW0729
 JW0729  STATE/COUNTY-  WV/GRANT
 JW0729  USGS QUAD   -  GORMAN (1981)
 JW0729
 JW0729                         *CURRENT SURVEY CONTROL
 JW0729  ___________________________________________________________________
 JW0729* NAD 83(1986)-  39 16 34.     (N)    079 18 49.     (W)     SCALED    
 JW0729* NAVD 88     -       809.796  (meters)    2656.81   (feet)  ADJUSTED  
 JW0729  ___________________________________________________________________
 JW0729  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 JW0729  DYNAMIC HT  -         809.221 (meters)    2654.92  (feet)  COMP
 JW0729  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 JW0729
 JW0729  VERT ORDER  -  SECOND    CLASS 0
 JW0729
 JW0729.The horizontal coordinates were scaled from a topographic map and have
 JW0729.an estimated accuracy of +/- 6 seconds.
 JW0729
 JW0729.The orthometric height was determined by differential leveling
 JW0729.and adjusted by the National Geodetic Survey in June 1991..
 JW0729
 JW0729.The geoid height was determined by GEOID03.
 JW0729
 JW0729.The dynamic height is computed by dividing the NAVD 88
 JW0729.geopotential number by the normal gravity value computed on the
 JW0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0729.degrees latitude (g = 980.6199 gals.).
 JW0729
 JW0729.The modeled gravity was interpolated from observed gravity values.
 JW0729
 JW0729;                    North         East    Units  Estimated Accuracy
 JW0729;SPC WV N     -    86,180.      616,080.      MT  (+/- 180 meters Scaled)
 JW0729
 JW0729                          SUPERSEDED SURVEY CONTROL
 JW0729
 JW0729  NGVD 29 (??/??/92)  809.923  (m)         2657.22   (f) ADJ UNCH    2 0
 JW0729
 JW0729.Superseded values are not recommended for survey control.
 JW0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0729.See file dsdata.txt to determine how the superseded data were derived.
 JW0729
 JW0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD454487(NAD 83)
 JW0729_MARKER: DB = BENCH MARK DISK
 JW0729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0729_SP_SET: CULVERT
 JW0729_STAMPING: M 77 1941
 JW0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0729
 JW0729  HISTORY     - Date     Condition        Report By
 JW0729  HISTORY     - 1941     MONUMENTED       CGS
 JW0729
 JW0729                          STATION DESCRIPTION
 JW0729
 JW0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0729'2.9 MI E FROM GORMANIA.
 JW0729'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JW0729'AT GORMANIA, GRANT COUNTY, ABOUT 200 FEET NORTH OF A HORSESHOE
 JW0729'CURVE, AT A CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST
 JW0729'CONCRETE HEAD WALL, 27.5 FEET WEST OF THE CENTER LINE OF THE
 JW0729'HIGHWAY, AND 7.5 FEET NORTHWEST OF A WHITE WOODEN POST STENCILED
 JW0729'U.S.B.M.  A STANDARD DISK, STAMPED M 77 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3164 ***********************************************************************
 JV3164  DESIGNATION -  M 78
 JV3164  PID         -  JV3164
 JV3164  STATE/COUNTY-  WV/JEFFERSON
 JV3164  USGS QUAD   -  ROUND HILL (1981)
 JV3164
 JV3164                         *CURRENT SURVEY CONTROL
 JV3164  ___________________________________________________________________
 JV3164* NAD 83(1986)-  39 09 06.     (N)    077 50 48.     (W)     SCALED    
 JV3164* NAVD 88     -       182.494  (meters)     598.73   (feet)  ADJUSTED  
 JV3164  ___________________________________________________________________
 JV3164  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JV3164  DYNAMIC HT  -         182.382 (meters)     598.36  (feet)  COMP
 JV3164  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 JV3164
 JV3164  VERT ORDER  -  SECOND    CLASS 0
 JV3164
 JV3164.The horizontal coordinates were scaled from a topographic map and have
 JV3164.an estimated accuracy of +/- 6 seconds.
 JV3164
 JV3164.The orthometric height was determined by differential leveling
 JV3164.and adjusted by the National Geodetic Survey in June 1991..
 JV3164
 JV3164.The geoid height was determined by GEOID03.
 JV3164
 JV3164.The dynamic height is computed by dividing the NAVD 88
 JV3164.geopotential number by the normal gravity value computed on the
 JV3164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3164.degrees latitude (g = 980.6199 gals.).
 JV3164
 JV3164.The modeled gravity was interpolated from observed gravity values.
 JV3164
 JV3164;                    North         East    Units  Estimated Accuracy
 JV3164;SPC WV N     -    73,660.      742,900.      MT  (+/- 180 meters Scaled)
 JV3164
 JV3164                          SUPERSEDED SURVEY CONTROL
 JV3164
 JV3164  NGVD 29 (??/??/??)  182.702  (m)          599.41   (f) ADJUSTED    2 0
 JV3164
 JV3164.Superseded values are not recommended for survey control.
 JV3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3164.See file dsdata.txt to determine how the superseded data were derived.
 JV3164
 JV3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ540374(NAD 83)
 JV3164_MARKER: DB = BENCH MARK DISK
 JV3164_SETTING: 80 = SET IN A BOULDER
 JV3164_SP_SET: BOULDER
 JV3164_STAMPING: M 78 1942
 JV3164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3164+STABILITY: SURFACE MOTION
 JV3164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV3164+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 JV3164
 JV3164  HISTORY     - Date     Condition        Report By
 JV3164  HISTORY     - 1942     MONUMENTED       CGS
 JV3164  HISTORY     - 20050326 GOOD             GEOCAC
 JV3164
 JV3164                          STATION DESCRIPTION
 JV3164
 JV3164'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3164'2 MI W FROM BLUEMONT.
 JV3164'IN JEFFERSON COUNTY, W. VA., ABOUT 2 MILES WEST ALONG STATE
 JV3164'HIGHWAY 7 FROM BLUEMONT, LOUDOUN COUNTY, VA., THENCE ABOUT 3.5
 JV3164'MILES NORTHEAST ALONG VIRGINIA STATE SECONDARY ROAD 643 AND A
 JV3164'COUNTRY ROAD, ON THE NORTHEAST BANK OF A CREEK, NEAR THE SITE OF
 JV3164'AN OLD SAWMILL, 24.8 FEET NORTH OF A TRIANGULAR-BLAZED TRIPLE-OAK
 JV3164'TREE, 23.5 FEET NORTH OF A TRIANGULAR-BLAZED POPLAR TREE, 14.5
 JV3164'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5.8 FEET SOUTHWEST
 JV3164'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A LARGE BOULDER.
 JV3164'A STANDARD DISK, STAMPED M 78 1942.
 JV3164
 JV3164                          STATION RECOVERY (2005)
 JV3164
 JV3164'RECOVERY NOTE BY GEOCACHING 2005 (SJK)
 JV3164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0133 ***********************************************************************
 JX0133  DESIGNATION -  M 79
 JX0133  PID         -  JX0133
 JX0133  STATE/COUNTY-  WV/TAYLOR
 JX0133  USGS QUAD   -  ROSEMONT (1976)
 JX0133
 JX0133                         *CURRENT SURVEY CONTROL
 JX0133  ___________________________________________________________________
 JX0133* NAD 83(1986)-  39 16 27.     (N)    080 10 55.     (W)     SCALED    
 JX0133* NAVD 88     -       306.454  (meters)    1005.42   (feet)  ADJUSTED  
 JX0133  ___________________________________________________________________
 JX0133  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JX0133  DYNAMIC HT  -         306.261 (meters)    1004.79  (feet)  COMP
 JX0133  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 JX0133
 JX0133  VERT ORDER  -  FIRST     CLASS II
 JX0133
 JX0133.The horizontal coordinates were scaled from a topographic map and have
 JX0133.an estimated accuracy of +/- 6 seconds.
 JX0133
 JX0133.The orthometric height was determined by differential leveling
 JX0133.and adjusted by the National Geodetic Survey in June 1991..
 JX0133
 JX0133.The geoid height was determined by GEOID03.
 JX0133
 JX0133.The dynamic height is computed by dividing the NAVD 88
 JX0133.geopotential number by the normal gravity value computed on the
 JX0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0133.degrees latitude (g = 980.6199 gals.).
 JX0133
 JX0133.The modeled gravity was interpolated from observed gravity values.
 JX0133
 JX0133;                    North         East    Units  Estimated Accuracy
 JX0133;SPC WV N     -    86,170.      541,160.      MT  (+/- 180 meters Scaled)
 JX0133
 JX0133                          SUPERSEDED SURVEY CONTROL
 JX0133
 JX0133  NGVD 29 (??/??/92)  306.640  (m)         1006.03   (f) ADJ UNCH    1 2
 JX0133
 JX0133.Superseded values are not recommended for survey control.
 JX0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0133.See file dsdata.txt to determine how the superseded data were derived.
 JX0133
 JX0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND705475(NAD 83)
 JX0133_MARKER: DB = BENCH MARK DISK
 JX0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0133_SP_SET: MILEPOST
 JX0133_STAMPING: M 79 1943
 JX0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0133
 JX0133  HISTORY     - Date     Condition        Report By
 JX0133  HISTORY     - 1943     MONUMENTED       CGS
 JX0133  HISTORY     - 1957     MARK NOT FOUND   NGS
 JX0133
 JX0133                          STATION DESCRIPTION
 JX0133
 JX0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0133'3.1 MI W FROM FLEMINGTON.
 JX0133'3.1 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0133'STATION AT FLEMINGTON, TAYLOR COUNTY, IN THE SOUTHWEST SIDE
 JX0133'OF CONCRETE MILEPOST B 293-P 91, 12 FEET NORTH OF THE CENTERLINE
 JX0133'OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK SET
 JX0133'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1452 ***********************************************************************
 HX1452  DESIGNATION -  M 8
 HX1452  PID         -  HX1452
 HX1452  STATE/COUNTY-  WV/GILMER
 HX1452  USGS QUAD   -  NORMANTOWN (1987)
 HX1452
 HX1452                         *CURRENT SURVEY CONTROL
 HX1452  ___________________________________________________________________
 HX1452* NAD 83(1986)-  38 50 55.     (N)    080 59 12.     (W)     SCALED    
 HX1452* NAVD 88     -       218.853  (meters)     718.02   (feet)  ADJUSTED  
 HX1452  ___________________________________________________________________
 HX1452  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HX1452  DYNAMIC HT  -         218.710 (meters)     717.55  (feet)  COMP
 HX1452  MODELED GRAV-     979,969.9   (mgal)                       NAVD 88
 HX1452
 HX1452  VERT ORDER  -  SECOND    CLASS 0
 HX1452
 HX1452.The horizontal coordinates were scaled from a topographic map and have
 HX1452.an estimated accuracy of +/- 6 seconds.
 HX1452
 HX1452.The orthometric height was determined by differential leveling
 HX1452.and adjusted by the National Geodetic Survey in June 1991..
 HX1452
 HX1452.The geoid height was determined by GEOID03.
 HX1452
 HX1452.The dynamic height is computed by dividing the NAVD 88
 HX1452.geopotential number by the normal gravity value computed on the
 HX1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1452.degrees latitude (g = 980.6199 gals.).
 HX1452
 HX1452.The modeled gravity was interpolated from observed gravity values.
 HX1452
 HX1452;                    North         East    Units  Estimated Accuracy
 HX1452;SPC WV S     -   205,180.      601,160.      MT  (+/- 180 meters Scaled)
 HX1452
 HX1452                          SUPERSEDED SURVEY CONTROL
 HX1452
 HX1452  NGVD 29 (??/??/92)  219.019  (m)          718.56   (f) ADJ UNCH    2 0
 HX1452
 HX1452.Superseded values are not recommended for survey control.
 HX1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1452.See file dsdata.txt to determine how the superseded data were derived.
 HX1452
 HX1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC011999(NAD 83)
 HX1452_MARKER: DB = BENCH MARK DISK
 HX1452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1452_SP_SET: BRIDGE BALUSTRADE
 HX1452_STAMPING: M 8 1933
 HX1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1452
 HX1452  HISTORY     - Date     Condition        Report By
 HX1452  HISTORY     - 1933     MONUMENTED       CGS
 HX1452  HISTORY     - 1960     GOOD             NGS
 HX1452
 HX1452                          STATION DESCRIPTION
 HX1452
 HX1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HX1452'0.5 MI E FROM STUMPTOWN.
 HX1452'0.5 MILE EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HX1452'STUMPTOWN, GILMER COUNTY, AT THE CONCRETE BRIDGE OVER LADES RUN,
 HX1452'IN THE TOP OF THE WEST END OF THE NORTH BALUSTRADE, 5 YARDS
 HX1452'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET HIGHER THAN
 HX1452'THE HIGHWAY.  A STANDARD DISK, STAMPED M 8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2779 ***********************************************************************
 HX2779  DESIGNATION -  M 8 RESET 1976
 HX2779  PID         -  HX2779
 HX2779  STATE/COUNTY-  WV/GILMER
 HX2779  USGS QUAD   -  NORMANTOWN (1987)
 HX2779
 HX2779                         *CURRENT SURVEY CONTROL
 HX2779  ___________________________________________________________________
 HX2779* NAD 83(1986)-  38 50 55.     (N)    080 59 12.     (W)     SCALED    
 HX2779* NAVD 88     -       218.00   (meters)     715.2    (feet)  RESET     
 HX2779  ___________________________________________________________________
 HX2779  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HX2779
 HX2779  VERT ORDER  -  THIRD
 HX2779
 HX2779.The horizontal coordinates were scaled from a topographic map and have
 HX2779.an estimated accuracy of +/- 6 seconds.
 HX2779
 HX2779.The orthometric height was computed from unverified reset data.
 HX2779.No vertical observational check was made to the station.
 HX2779
 HX2779.The geoid height was determined by GEOID03.
 HX2779
 HX2779;                    North         East    Units  Estimated Accuracy
 HX2779;SPC WV S     -   205,180.      601,160.      MT  (+/- 180 meters Scaled)
 HX2779
 HX2779                          SUPERSEDED SURVEY CONTROL
 HX2779
 HX2779  NGVD 29 (09/25/03)  218.17   (m)          715.8    (f) RESET       3  
 HX2779
 HX2779.Superseded values are not recommended for survey control.
 HX2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2779.See file dsdata.txt to determine how the superseded data were derived.
 HX2779
 HX2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC011999(NAD 83)
 HX2779_MARKER: DB = BENCH MARK DISK
 HX2779_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX2779_SP_SET: RAIL
 HX2779_STAMPING: M 8 RESET 1976
 HX2779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2779+STABILITY: SURFACE MOTION
 HX2779
 HX2779  HISTORY     - Date     Condition        Report By
 HX2779  HISTORY     - 1976     MONUMENTED       LOCENG
 HX2779
 HX2779                          STATION DESCRIPTION
 HX2779
 HX2779'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HX2779'0.5 MI EAST FROM STUMPTOWN.
 HX2779'0.5 MILE EAST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE IN
 HX2779'STUMPTOWN, AT A CONCRETE BRIDGE OVER LADES RUN IN THE TOP OF WEST
 HX2779'END OF NORTH WHEEL RAILS, 5 YARDS NORTH OF CENTERLINE OF HIGHWAY.
 HX2779'THE MARK IS 0.5 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0245 ***********************************************************************
 JX0245  DESIGNATION -  M 80
 JX0245  PID         -  JX0245
 JX0245  STATE/COUNTY-  WV/HARRISON
 JX0245  USGS QUAD   -  SALEM (1976)
 JX0245
 JX0245                         *CURRENT SURVEY CONTROL
 JX0245  ___________________________________________________________________
 JX0245* NAD 83(1986)-  39 17 00.     (N)    080 32 56.     (W)     SCALED    
 JX0245* NAVD 88     -       317.761  (meters)    1042.52   (feet)  ADJUSTED  
 JX0245  ___________________________________________________________________
 JX0245  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JX0245  DYNAMIC HT  -         317.563 (meters)    1041.87  (feet)  COMP
 JX0245  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 JX0245
 JX0245  VERT ORDER  -  FIRST     CLASS II
 JX0245
 JX0245.The horizontal coordinates were scaled from a topographic map and have
 JX0245.an estimated accuracy of +/- 6 seconds.
 JX0245
 JX0245.The orthometric height was determined by differential leveling
 JX0245.and adjusted by the National Geodetic Survey in June 1991..
 JX0245
 JX0245.The geoid height was determined by GEOID03.
 JX0245
 JX0245.The dynamic height is computed by dividing the NAVD 88
 JX0245.geopotential number by the normal gravity value computed on the
 JX0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0245.degrees latitude (g = 980.6199 gals.).
 JX0245
 JX0245.The modeled gravity was interpolated from observed gravity values.
 JX0245
 JX0245;                    North         East    Units  Estimated Accuracy
 JX0245;SPC WV N     -    87,490.      509,510.      MT  (+/- 180 meters Scaled)
 JX0245
 JX0245                          SUPERSEDED SURVEY CONTROL
 JX0245
 JX0245  NGVD 29 (??/??/92)  317.902  (m)         1042.98   (f) ADJ UNCH    1 2
 JX0245
 JX0245.Superseded values are not recommended for survey control.
 JX0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0245.See file dsdata.txt to determine how the superseded data were derived.
 JX0245
 JX0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND389483(NAD 83)
 JX0245_MARKER: DB = BENCH MARK DISK
 JX0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0245_SP_SET: SIGNAL BASE
 JX0245_STAMPING: M 80 1943
 JX0245_MARK LOGO: CGS   
 JX0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0245
 JX0245  HISTORY     - Date     Condition        Report By
 JX0245  HISTORY     - 1943     MONUMENTED       CGS
 JX0245  HISTORY     - 1957     GOOD             NGS
 JX0245  HISTORY     - 1963     GOOD             NGS
 JX0245  HISTORY     - 1983     GOOD             NGS
 JX0245
 JX0245                          STATION DESCRIPTION
 JX0245
 JX0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0245'0.5 MI E FROM SALEM.
 JX0245'ABOUT 0.5 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0245'THE STATION AT SALEM, IN THE TOP OF THE NORTH CORNER OF A SIGNAL
 JX0245'BASE, 8 3/4 FEET SOUTHEAST OF SOUTHEAST RAIL, 256 FEET SOUTHWEST
 JX0245'OF CENTER OF CROSSING OF BRIDGE STREET, 18 FEET WEST-SOUTHWEST OF
 JX0245'TELEPHONE POLE NO. 315+21 AND 1 1/2 FEET BELOW THE LEVEL OF
 JX0245'TRACK.
 JX0245
 JX0245                          STATION RECOVERY (1963)
 JX0245
 JX0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0245'RECOVERED IN GOOD CONDITION.
 JX0245
 JX0245                          STATION RECOVERY (1983)
 JX0245
 JX0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0276 ***********************************************************************
 JX0276  DESIGNATION -  M 81
 JX0276  PID         -  JX0276
 JX0276  STATE/COUNTY-  WV/DODDRIDGE
 JX0276  USGS QUAD   -  WEST UNION (1987)
 JX0276
 JX0276                         *CURRENT SURVEY CONTROL
 JX0276  ___________________________________________________________________
 JX0276* NAD 83(1986)-  39 16 32.     (N)    080 52 03.     (W)     SCALED    
 JX0276* NAVD 88     -       286.629  (meters)     940.38   (feet)  ADJUSTED  
 JX0276  ___________________________________________________________________
 JX0276  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JX0276  DYNAMIC HT  -         286.451 (meters)     939.80  (feet)  COMP
 JX0276  MODELED GRAV-     979,999.7   (mgal)                       NAVD 88
 JX0276
 JX0276  VERT ORDER  -  FIRST     CLASS II
 JX0276
 JX0276.The horizontal coordinates were scaled from a topographic map and have
 JX0276.an estimated accuracy of +/- 6 seconds.
 JX0276
 JX0276.The orthometric height was determined by differential leveling
 JX0276.and adjusted by the National Geodetic Survey in June 1991..
 JX0276
 JX0276.The geoid height was determined by GEOID03.
 JX0276
 JX0276.The dynamic height is computed by dividing the NAVD 88
 JX0276.geopotential number by the normal gravity value computed on the
 JX0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0276.degrees latitude (g = 980.6199 gals.).
 JX0276
 JX0276.The modeled gravity was interpolated from observed gravity values.
 JX0276
 JX0276;                    North         East    Units  Estimated Accuracy
 JX0276;SPC WV N     -    87,000.      482,010.      MT  (+/- 180 meters Scaled)
 JX0276
 JX0276                          SUPERSEDED SURVEY CONTROL
 JX0276
 JX0276  NGVD 29 (??/??/92)  286.799  (m)          940.94   (f) ADJ UNCH    1 2
 JX0276
 JX0276.Superseded values are not recommended for survey control.
 JX0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0276.See file dsdata.txt to determine how the superseded data were derived.
 JX0276
 JX0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND114473(NAD 83)
 JX0276_MARKER: DB = BENCH MARK DISK
 JX0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0276_SP_SET: SIGNAL BASE
 JX0276_STAMPING: M 81 1943
 JX0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0276
 JX0276  HISTORY     - Date     Condition        Report By
 JX0276  HISTORY     - 1943     MONUMENTED       CGS
 JX0276
 JX0276                          STATION DESCRIPTION
 JX0276
 JX0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0276'6 MI W FROM WEST UNION.
 JX0276'6.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0276'STATION AT WEST UNION, DODDRIDGE COUNTY, 150 FEET WEST OF A
 JX0276'SWITCH, 35 FEET WEST OF THE THIRD POLE EAST OF POLE 335+30, 24.5
 JX0276'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, IN THE TOP OF
 JX0276'THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF A BLOCK
 JX0276'SIGNAL, AND LEVEL WITH THE TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0948 ***********************************************************************
 JX0948  DESIGNATION -  M 82
 JX0948  PID         -  JX0948
 JX0948  STATE/COUNTY-  WV/RITCHIE
 JX0948  USGS QUAD   -  CAIRO (1986)
 JX0948
 JX0948                         *CURRENT SURVEY CONTROL
 JX0948  ___________________________________________________________________
 JX0948* NAD 83(1986)-  39 12 29.     (N)    081 09 24.     (W)     SCALED    
 JX0948* NAVD 88     -       206.547  (meters)     677.65   (feet)  ADJUSTED  
 JX0948  ___________________________________________________________________
 JX0948  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX0948  DYNAMIC HT  -         206.420 (meters)     677.23  (feet)  COMP
 JX0948  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 JX0948
 JX0948  VERT ORDER  -  FIRST     CLASS II
 JX0948
 JX0948.The horizontal coordinates were scaled from a topographic map and have
 JX0948.an estimated accuracy of +/- 6 seconds.
 JX0948
 JX0948.The orthometric height was determined by differential leveling
 JX0948.and adjusted by the National Geodetic Survey in June 1991..
 JX0948
 JX0948.The geoid height was determined by GEOID03.
 JX0948
 JX0948.The dynamic height is computed by dividing the NAVD 88
 JX0948.geopotential number by the normal gravity value computed on the
 JX0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0948.degrees latitude (g = 980.6199 gals.).
 JX0948
 JX0948.The modeled gravity was interpolated from observed gravity values.
 JX0948
 JX0948;                    North         East    Units  Estimated Accuracy
 JX0948;SPC WV N     -    79,930.      456,920.      MT  (+/- 180 meters Scaled)
 JX0948
 JX0948                          SUPERSEDED SURVEY CONTROL
 JX0948
 JX0948  NGVD 29 (??/??/92)  206.728  (m)          678.24   (f) ADJ UNCH    1 2
 JX0948
 JX0948.Superseded values are not recommended for survey control.
 JX0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0948.See file dsdata.txt to determine how the superseded data were derived.
 JX0948
 JX0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD864398(NAD 83)
 JX0948_MARKER: DB = BENCH MARK DISK
 JX0948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0948_SP_SET: BRIDGE
 JX0948_STAMPING: M 82 1943
 JX0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0948
 JX0948  HISTORY     - Date     Condition        Report By
 JX0948  HISTORY     - 1943     MONUMENTED       CGS
 JX0948  HISTORY     - 1957     GOOD             NGS
 JX0948
 JX0948                          STATION DESCRIPTION
 JX0948
 JX0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0948'AT CAIRO.
 JX0948'AT CAIRO, ALONG THE BALTIMORE AND OHIO RAILROAD, NEAR MILEAGE POLE
 JX0948'NO. 354+38, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 JX0948'CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 36 OVER NORTH FORK OF
 JX0948'HUGHES RIVER, 10-3/4 FEET NORTHWEST OF NORTHWEST RAIL, 1 FOOT
 JX0948'SOUTHEAST OF NORTHWEST END OF ABUTMENT AND 1 1/2 FEET BELOW LEVEL
 JX0948'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0984 ***********************************************************************
 JX0984  DESIGNATION -  M 83
 JX0984  PID         -  JX0984
 JX0984  STATE/COUNTY-  WV/WOOD
 JX0984  USGS QUAD   -  KANAWHA (1989)
 JX0984
 JX0984                         *CURRENT SURVEY CONTROL
 JX0984  ___________________________________________________________________
 JX0984* NAD 83(1986)-  39 12 01.     (N)    081 29 56.     (W)     SCALED    
 JX0984* NAVD 88     -       186.013  (meters)     610.28   (feet)  ADJUSTED  
 JX0984  ___________________________________________________________________
 JX0984  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JX0984  DYNAMIC HT  -         185.898 (meters)     609.90  (feet)  COMP
 JX0984  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 JX0984
 JX0984  VERT ORDER  -  FIRST     CLASS II
 JX0984
 JX0984.The horizontal coordinates were scaled from a topographic map and have
 JX0984.an estimated accuracy of +/- 6 seconds.
 JX0984
 JX0984.The orthometric height was determined by differential leveling
 JX0984.and adjusted by the National Geodetic Survey in June 1991..
 JX0984
 JX0984.The geoid height was determined by GEOID03.
 JX0984
 JX0984.The dynamic height is computed by dividing the NAVD 88
 JX0984.geopotential number by the normal gravity value computed on the
 JX0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0984.degrees latitude (g = 980.6199 gals.).
 JX0984
 JX0984.The modeled gravity was interpolated from observed gravity values.
 JX0984
 JX0984;                    North         East    Units  Estimated Accuracy
 JX0984;SPC WV N     -    79,660.      427,350.      MT  (+/- 180 meters Scaled)
 JX0984
 JX0984                          SUPERSEDED SURVEY CONTROL
 JX0984
 JX0984  NGVD 29 (??/??/92)  186.197  (m)          610.88   (f) ADJ UNCH    1 2
 JX0984
 JX0984.Superseded values are not recommended for survey control.
 JX0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0984.See file dsdata.txt to determine how the superseded data were derived.
 JX0984
 JX0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD569391(NAD 83)
 JX0984_MARKER: DB = BENCH MARK DISK
 JX0984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0984_SP_SET: SIGNAL BASE
 JX0984_STAMPING: M 83 1943
 JX0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0984
 JX0984  HISTORY     - Date     Condition        Report By
 JX0984  HISTORY     - 1943     MONUMENTED       CGS
 JX0984  HISTORY     - 1963     GOOD             NGS
 JX0984  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0984
 JX0984                          STATION DESCRIPTION
 JX0984
 JX0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0984'AT DAVISVILLE.
 JX0984'AT DAVISVILLE, WOOD COUNTY, 60 FEET NORTHWEST OF THE BALTIMORE AND
 JX0984'OHIO RAILROAD STATION, AT SIGNAL E 376-51, IN THE TOP OF THE EAST
 JX0984'CORNER OF THE CONCRETE BASE, 11 FEET SOUTHWEST OF THE CENTERLINE
 JX0984'OF THE MAIN TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 JX0984'DISK, STAMPED M 83 1943.
 JX0984
 JX0984                          STATION RECOVERY (1963)
 JX0984
 JX0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0984'RECOVERED IN GOOD CONDITION.
 JX0984
 JX0984                          STATION RECOVERY (1983)
 JX0984
 JX0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0984'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2602 ***********************************************************************
 HX2602  DESIGNATION -  M 84
 HX2602  PID         -  HX2602
 HX2602  STATE/COUNTY-  WV/MASON
 HX2602  USGS QUAD   -  NEW HAVEN (1994)
 HX2602
 HX2602                         *CURRENT SURVEY CONTROL
 HX2602  ___________________________________________________________________
 HX2602* NAD 83(1986)-  38 59 09.     (N)    081 57 06.     (W)     SCALED    
 HX2602* NAVD 88     -       178.885  (meters)     586.89   (feet)  ADJUSTED  
 HX2602  ___________________________________________________________________
 HX2602  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 HX2602  DYNAMIC HT  -         178.773 (meters)     586.52  (feet)  COMP
 HX2602  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 HX2602
 HX2602  VERT ORDER  -  FIRST     CLASS II
 HX2602
 HX2602.The horizontal coordinates were scaled from a topographic map and have
 HX2602.an estimated accuracy of +/- 6 seconds.
 HX2602
 HX2602.The orthometric height was determined by differential leveling
 HX2602.and adjusted by the National Geodetic Survey in June 1991..
 HX2602
 HX2602.The geoid height was determined by GEOID03.
 HX2602
 HX2602.The dynamic height is computed by dividing the NAVD 88
 HX2602.geopotential number by the normal gravity value computed on the
 HX2602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2602.degrees latitude (g = 980.6199 gals.).
 HX2602
 HX2602.The modeled gravity was interpolated from observed gravity values.
 HX2602
 HX2602;                    North         East    Units  Estimated Accuracy
 HX2602;SPC WV S     -   220,840.      517,540.      MT  (+/- 180 meters Scaled)
 HX2602
 HX2602                          SUPERSEDED SURVEY CONTROL
 HX2602
 HX2602  NGVD 29 (??/??/92)  179.084  (m)          587.54   (f) ADJ UNCH    1 2
 HX2602
 HX2602.Superseded values are not recommended for survey control.
 HX2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2602.See file dsdata.txt to determine how the superseded data were derived.
 HX2602
 HX2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD175156(NAD 83)
 HX2602_MARKER: DB = BENCH MARK DISK
 HX2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2602_STAMPING: M 84 1943
 HX2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2602+STABILITY: SURFACE MOTION
 HX2602
 HX2602  HISTORY     - Date     Condition        Report By
 HX2602  HISTORY     - 1943     MONUMENTED       CGS
 HX2602  HISTORY     - 1976     GOOD             NGS
 HX2602  HISTORY     - 1984     MARK NOT FOUND   NGS
 HX2602
 HX2602                          STATION DESCRIPTION
 HX2602
 HX2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HX2602'1.1 MI SE FROM NEW HAVEN.
 HX2602'1.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2602'FROM THE STATION AT NEW HAVEN, 3.5 FEET SOUTHEAST OF THE
 HX2602'FOURTH POLE NORTHWEST OF POLE 151+30, AT A SHALLOW CUT, 91
 HX2602'YARDS NORTHWEST OF A PRIVATE-ROAD CROSSING, 22.6 FEET NORTHEAST
 HX2602'OF THE CENTERLINE OF THE TRACK, I94 FEET NORTHWEST OF A WHITE
 HX2602'WOODEN WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE TRACK.
 HX2602'A STANDARD DISK, STAMPED M 84 1943 AND SET IN THE TOP OF A
 HX2602'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 HX2602
 HX2602                          STATION RECOVERY (1976)
 HX2602
 HX2602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2602'RECOVERED IN GOOD CONDITION.
 HX2602
 HX2602                          STATION RECOVERY (1984)
 HX2602
 HX2602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2602'NOT RECOVERED, DESCRIPTION NOW INADEQUATE, EXACT LOCATION COULD NOT BE
 HX2602'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1131 ***********************************************************************
 JX1131  DESIGNATION -  M 85
 JX1131  PID         -  JX1131
 JX1131  STATE/COUNTY-  WV/WOOD
 JX1131  USGS QUAD   -  COOLVILLE (1994)
 JX1131
 JX1131                         *CURRENT SURVEY CONTROL
 JX1131  ___________________________________________________________________
 JX1131* NAD 83(1986)-  39 10 44.     (N)    081 45 04.     (W)     SCALED    
 JX1131* NAVD 88     -       180.405  (meters)     591.88   (feet)  ADJUSTED  
 JX1131  ___________________________________________________________________
 JX1131  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JX1131  DYNAMIC HT  -         180.291 (meters)     591.50  (feet)  COMP
 JX1131  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JX1131
 JX1131  VERT ORDER  -  FIRST     CLASS II
 JX1131
 JX1131.The horizontal coordinates were scaled from a topographic map and have
 JX1131.an estimated accuracy of +/- 6 seconds.
 JX1131
 JX1131.The orthometric height was determined by differential leveling
 JX1131.and adjusted by the National Geodetic Survey in June 1991..
 JX1131
 JX1131.The geoid height was determined by GEOID03.
 JX1131
 JX1131.The dynamic height is computed by dividing the NAVD 88
 JX1131.geopotential number by the normal gravity value computed on the
 JX1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1131.degrees latitude (g = 980.6199 gals.).
 JX1131
 JX1131.The modeled gravity was interpolated from observed gravity values.
 JX1131
 JX1131;                    North         East    Units  Estimated Accuracy
 JX1131;SPC WV N     -    77,810.      405,510.      MT  (+/- 180 meters Scaled)
 JX1131
 JX1131                          SUPERSEDED SURVEY CONTROL
 JX1131
 JX1131  NGVD 29 (??/??/92)  180.588  (m)          592.48   (f) ADJ UNCH    1 2
 JX1131
 JX1131.Superseded values are not recommended for survey control.
 JX1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1131.See file dsdata.txt to determine how the superseded data were derived.
 JX1131
 JX1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD351368(NAD 83)
 JX1131_MARKER: DB = BENCH MARK DISK
 JX1131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1131_SP_SET: CULVERT
 JX1131_STAMPING: M 85 1943
 JX1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1131
 JX1131  HISTORY     - Date     Condition        Report By
 JX1131  HISTORY     - 1943     MONUMENTED       CGS
 JX1131  HISTORY     - 1963     GOOD             NGS
 JX1131
 JX1131                          STATION DESCRIPTION
 JX1131
 JX1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX1131'4 MI N FROM BELLEVILLE.
 JX1131'4.0 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1131'STATION AT BELLEVILLE, WOOD COUNTY, 3 POLES NORTH OF POLE 107+30,
 JX1131'AT A 4- BY 4-FOOT STONE CULVERT, IN THE CENTER OF THE TOP OF THE
 JX1131'EAST HEADWALL, 23.5 FEET EAST OF THE CENTERLINE OF THE TRACK,
 JX1131'AND 7 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JX1131'M 85 1943.
 JX1131
 JX1131                          STATION RECOVERY (1963)
 JX1131
 JX1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1067 ***********************************************************************
 GX1067  DESIGNATION -  M 86
 GX1067  PID         -  GX1067
 GX1067  STATE/COUNTY-  WV/RALEIGH
 GX1067  USGS QUAD   -  ECCLES (1989)
 GX1067
 GX1067                         *CURRENT SURVEY CONTROL
 GX1067  ___________________________________________________________________
 GX1067* NAD 83(1986)-  37 46 06.     (N)    081 16 56.     (W)     SCALED    
 GX1067* NAVD 88     -       619.872  (meters)    2033.70   (feet)  ADJUSTED  
 GX1067  ___________________________________________________________________
 GX1067  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX1067  DYNAMIC HT  -         619.367 (meters)    2032.04  (feet)  COMP
 GX1067  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 GX1067
 GX1067  VERT ORDER  -  SECOND    CLASS 0
 GX1067
 GX1067.The horizontal coordinates were scaled from a topographic map and have
 GX1067.an estimated accuracy of +/- 6 seconds.
 GX1067
 GX1067.The orthometric height was determined by differential leveling
 GX1067.and adjusted by the National Geodetic Survey in June 1991..
 GX1067
 GX1067.The geoid height was determined by GEOID03.
 GX1067
 GX1067.The dynamic height is computed by dividing the NAVD 88
 GX1067.geopotential number by the normal gravity value computed on the
 GX1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1067.degrees latitude (g = 980.6199 gals.).
 GX1067
 GX1067.The modeled gravity was interpolated from observed gravity values.
 GX1067
 GX1067;                    North         East    Units  Estimated Accuracy
 GX1067;SPC WV S     -    85,310.      575,140.      MT  (+/- 180 meters Scaled)
 GX1067
 GX1067                          SUPERSEDED SURVEY CONTROL
 GX1067
 GX1067  NGVD 29 (??/??/92)  620.031  (m)         2034.22   (f) ADJ UNCH    2 0
 GX1067
 GX1067.Superseded values are not recommended for survey control.
 GX1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1067.See file dsdata.txt to determine how the superseded data were derived.
 GX1067
 GX1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB751801(NAD 83)
 GX1067_MARKER: DB = BENCH MARK DISK
 GX1067_SETTING: 80 = SET IN A BOULDER
 GX1067_SP_SET: BOULDER
 GX1067_STAMPING: M 86 1960
 GX1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1067+STABILITY: SURFACE MOTION
 GX1067
 GX1067  HISTORY     - Date     Condition        Report By
 GX1067  HISTORY     - 1960     MONUMENTED       CGS
 GX1067
 GX1067                          STATION DESCRIPTION
 GX1067
 GX1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1067'3 MI E FROM SURVEYOR.
 GX1067'ABOUT 2.95 MILES EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 GX1067'ROAD 17 LEADING SOUTHEAST TO LESTER AT SURVEYOR, 0.5 MILE EAST OF
 GX1067'THE JUNCTION OF A ROAD LEADING SOUTHWEST AND DOWNHILL ACROSS THE
 GX1067'VIRGINIAN RAILWAY AT METALTON, 0.85 MILE EAST OF THE JUNCTION OF A
 GX1067'ROAD LEADING NORTH AND UPHILL, AT THE JUNCTION OF A FOOT PATH
 GX1067'LEADING NORTH AND UPHILL, 34 1/2 FEET EAST-SOUTHEAST OF THE CENTER
 GX1067'LINE OF HIGHWAY, 74 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GX1067'VIRGINIAN RAILWAY, 66 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF
 GX1067'CONCRETE BASE FOR SIGNAL NO. 3974, 28 FEET EAST OF THE SOUTHEAST
 GX1067'END OF A 15-INCH PIPE CULVERT WITH HEAD WALL UNDER THE HIGHWAY,
 GX1067'IN TOP AND NEAR THE CENTER OF A 3-FOOT-HIGH, 3-BY 7-FOOT BOULDER,
 GX1067'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1113 ***********************************************************************
 GX1113  DESIGNATION -  M 87
 GX1113  PID         -  GX1113
 GX1113  STATE/COUNTY-  WV/RALEIGH
 GX1113  USGS QUAD   -  SHADY SPRING (1976)
 GX1113
 GX1113                         *CURRENT SURVEY CONTROL
 GX1113  ___________________________________________________________________
 GX1113* NAD 83(1986)-  37 42 11.     (N)    081 05 28.     (W)     SCALED    
 GX1113* NAVD 88     -       842.292  (meters)    2763.42   (feet)  ADJUSTED  
 GX1113  ___________________________________________________________________
 GX1113  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX1113  DYNAMIC HT  -         841.571 (meters)    2761.05  (feet)  COMP
 GX1113  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 GX1113
 GX1113  VERT ORDER  -  SECOND    CLASS 0
 GX1113
 GX1113.The horizontal coordinates were scaled from a topographic map and have
 GX1113.an estimated accuracy of +/- 6 seconds.
 GX1113
 GX1113.The orthometric height was determined by differential leveling
 GX1113.and adjusted by the National Geodetic Survey in June 1991..
 GX1113
 GX1113.The geoid height was determined by GEOID03.
 GX1113
 GX1113.The dynamic height is computed by dividing the NAVD 88
 GX1113.geopotential number by the normal gravity value computed on the
 GX1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1113.degrees latitude (g = 980.6199 gals.).
 GX1113
 GX1113.The modeled gravity was interpolated from observed gravity values.
 GX1113
 GX1113;                    North         East    Units  Estimated Accuracy
 GX1113;SPC WV S     -    78,040.      591,970.      MT  (+/- 180 meters Scaled)
 GX1113
 GX1113                          SUPERSEDED SURVEY CONTROL
 GX1113
 GX1113  NGVD 29 (??/??/92)  842.426  (m)         2763.86   (f) ADJ UNCH    2 0
 GX1113
 GX1113.Superseded values are not recommended for survey control.
 GX1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1113.See file dsdata.txt to determine how the superseded data were derived.
 GX1113
 GX1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB919728(NAD 83)
 GX1113_MARKER: DB = BENCH MARK DISK
 GX1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1113_STAMPING: M 87 1960
 GX1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1113+STABILITY: SURFACE MOTION
 GX1113
 GX1113  HISTORY     - Date     Condition        Report By
 GX1113  HISTORY     - 1960     MONUMENTED       CGS
 GX1113
 GX1113                          STATION DESCRIPTION
 GX1113
 GX1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1113'0.5 MI SE FROM SHADY SPRING.
 GX1113'ABOUT 0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 GX1113'OF U.S. HIGHWAYS 19 AND 21 AT SHADY SPRING, 0.65 MILE
 GX1113'WEST-NORTHWEST OF THE JUNCTION OF BLACK TOP ROAD 27 LEADING
 GX1113'NORTHEAST, 27 1/2 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE
 GX1113'HIGHWAY, 164 FEET WEST-NORTHWEST OF THE CENTER LINE OF ENTRANCE
 GX1113'ROAD TO A FORMER CCC CAMP, 3 1/2 FEET EAST-SOUTHEAST OF CABLE
 GX1113'LINE POLE 183, 78 FEET NORTH OF THE NORTH CORNER OF NORTH ONE
 GX1113'OF FOUR CONCRETE PILLARS PROJECTING 5 FEET WHICH FORMERLY
 GX1113'SUPPORTED A WATER TOWER, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GX1113'HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0196 ***********************************************************************
 JX0196  DESIGNATION -  M 9
 JX0196  PID         -  JX0196
 JX0196  STATE/COUNTY-  WV/LEWIS
 JX0196  USGS QUAD   -  WESTON (1977)
 JX0196
 JX0196                         *CURRENT SURVEY CONTROL
 JX0196  ___________________________________________________________________
 JX0196* NAD 83(1986)-  39 06 33.     (N)    080 24 30.     (W)     SCALED    
 JX0196* NAVD 88     -       306.728  (meters)    1006.32   (feet)  ADJUSTED  
 JX0196  ___________________________________________________________________
 JX0196  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JX0196  DYNAMIC HT  -         306.531 (meters)    1005.68  (feet)  COMP
 JX0196  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 JX0196
 JX0196  VERT ORDER  -  SECOND    CLASS 0
 JX0196
 JX0196.The horizontal coordinates were scaled from a topographic map and have
 JX0196.an estimated accuracy of +/- 6 seconds.
 JX0196
 JX0196.The orthometric height was determined by differential leveling
 JX0196.and adjusted by the National Geodetic Survey in June 1991..
 JX0196
 JX0196.The geoid height was determined by GEOID03.
 JX0196
 JX0196.The dynamic height is computed by dividing the NAVD 88
 JX0196.geopotential number by the normal gravity value computed on the
 JX0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0196.degrees latitude (g = 980.6199 gals.).
 JX0196
 JX0196.The modeled gravity was interpolated from observed gravity values.
 JX0196
 JX0196;                    North         East    Units  Estimated Accuracy
 JX0196;SPC WV S     -   234,270.      651,180.      MT  (+/- 180 meters Scaled)
 JX0196
 JX0196                          SUPERSEDED SURVEY CONTROL
 JX0196
 JX0196  NGVD 29 (??/??/92)  306.903  (m)         1006.90   (f) ADJ UNCH    2 0
 JX0196
 JX0196.Superseded values are not recommended for survey control.
 JX0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0196.See file dsdata.txt to determine how the superseded data were derived.
 JX0196
 JX0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND511290(NAD 83)
 JX0196_MARKER: DB = BENCH MARK DISK
 JX0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0196_SP_SET: BRIDGE
 JX0196_STAMPING: M 9 1933
 JX0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0196
 JX0196  HISTORY     - Date     Condition        Report By
 JX0196  HISTORY     - 1933     MONUMENTED       CGS
 JX0196
 JX0196                          STATION DESCRIPTION
 JX0196
 JX0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0196'AT JANE LEW.
 JX0196'AT JANE LEW, LEWIS COUNTY, 16.5 RAILS SOUTH OF THE SOUTH END
 JX0196'OF THE BALTIMORE AND OHIO RAILROAD STATION, 3 RAILS NORTH OF A
 JX0196'ROAD CROSSING, AT BRIDGE 18 A, IN THE TOP OF THE EAST END OF THE
 JX0196'NORTH BRIDGE SEAT, 13 FEET EAST OF THE CENTERLINE OF THE TRACK,
 JX0196'AND 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 9
 JX0196'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1042 ***********************************************************************
 JX1042  DESIGNATION -  M 91
 JX1042  PID         -  JX1042
 JX1042  STATE/COUNTY-  WV/WIRT
 JX1042  USGS QUAD   -  ELIZABETH (1975)
 JX1042
 JX1042                         *CURRENT SURVEY CONTROL
 JX1042  ___________________________________________________________________
 JX1042* NAD 83(1986)-  39 03 29.     (N)    081 28 25.     (W)     SCALED    
 JX1042* NAVD 88     -       205.472  (meters)     674.12   (feet)  ADJUSTED  
 JX1042  ___________________________________________________________________
 JX1042  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JX1042  DYNAMIC HT  -         205.342 (meters)     673.69  (feet)  COMP
 JX1042  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 JX1042
 JX1042  VERT ORDER  -  SECOND    CLASS 0
 JX1042
 JX1042.The horizontal coordinates were scaled from a topographic map and have
 JX1042.an estimated accuracy of +/- 6 seconds.
 JX1042
 JX1042.The orthometric height was determined by differential leveling
 JX1042.and adjusted by the National Geodetic Survey in June 1991..
 JX1042
 JX1042.The geoid height was determined by GEOID03.
 JX1042
 JX1042.The dynamic height is computed by dividing the NAVD 88
 JX1042.geopotential number by the normal gravity value computed on the
 JX1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1042.degrees latitude (g = 980.6199 gals.).
 JX1042
 JX1042.The modeled gravity was interpolated from observed gravity values.
 JX1042
 JX1042;                    North         East    Units  Estimated Accuracy
 JX1042;SPC WV N     -    63,830.      429,190.      MT  (+/- 180 meters Scaled)
 JX1042
 JX1042                          SUPERSEDED SURVEY CONTROL
 JX1042
 JX1042  NGVD 29 (??/??/92)  205.651  (m)          674.71   (f) ADJ UNCH    2 0
 JX1042
 JX1042.Superseded values are not recommended for survey control.
 JX1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1042.See file dsdata.txt to determine how the superseded data were derived.
 JX1042
 JX1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD590233(NAD 83)
 JX1042_MARKER: DB = BENCH MARK DISK
 JX1042_SETTING: 80 = SET IN A BOULDER
 JX1042_SP_SET: ROCK CUT
 JX1042_STAMPING: M 91 1956
 JX1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1042+STABILITY: SURFACE MOTION
 JX1042
 JX1042  HISTORY     - Date     Condition        Report By
 JX1042  HISTORY     - 1956     MONUMENTED       CGS
 JX1042
 JX1042                          STATION DESCRIPTION
 JX1042
 JX1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1042'5.3 MI W FROM ELIZABETH.
 JX1042'0.7 MILE WEST ALONG STATE HIGHWAY 14 FROM THE COURT HOUSE AT
 JX1042'ELIZABETH, THENCE ABOUT 4.6 MILES SOUTHWEST AND WEST ALONG A
 JX1042'BLACK TOP ROAD (TUCKER CREEK ROAD), ABOUT 1.4 MILES EAST OF
 JX1042'JUNCTION OF A ROAD LEADING SOUTH TO WINDY, ABOUT 0.15 MILE
 JX1042'SOUTHWEST OF A WOODEN DECK BRIDGE OVER A CREEK BRANCH, 19 FEET
 JX1042'NORTHWEST OF CENTER LINE OF ROAD, SET VERTICALLY ABOUT 1 1/2
 JX1042'FEET ABOVE GROUND IN THE SOUTHEAST FACE OF AN 8-FOOT HIGH ROUND
 JX1042'SMOOTH ROCK IN A CUT, ABOUT 50 YARDS SOUTHWEST OF NORTHEAST END
 JX1042'OF ROCK CUT, 4 YARDS NORTHEAST OF SOUTHWEST END OF SOLID PART
 JX1042'OF ROCK CUT, AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2693 ***********************************************************************
 HX2693  DESIGNATION -  M 92
 HX2693  PID         -  HX2693
 HX2693  STATE/COUNTY-  WV/WIRT
 HX2693  USGS QUAD   -  LIVERPOOL (1975)
 HX2693
 HX2693                         *CURRENT SURVEY CONTROL
 HX2693  ___________________________________________________________________
 HX2693* NAD 83(1986)-  38 59 19.     (N)    081 32 05.     (W)     SCALED    
 HX2693* NAVD 88     -       318.544  (meters)    1045.09   (feet)  ADJUSTED  
 HX2693  ___________________________________________________________________
 HX2693  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HX2693  DYNAMIC HT  -         318.341 (meters)    1044.42  (feet)  COMP
 HX2693  MODELED GRAV-     979,982.6   (mgal)                       NAVD 88
 HX2693
 HX2693  VERT ORDER  -  SECOND    CLASS 0
 HX2693
 HX2693.The horizontal coordinates were scaled from a topographic map and have
 HX2693.an estimated accuracy of +/- 6 seconds.
 HX2693
 HX2693.The orthometric height was determined by differential leveling
 HX2693.and adjusted by the National Geodetic Survey in June 1991..
 HX2693
 HX2693.The geoid height was determined by GEOID03.
 HX2693
 HX2693.The dynamic height is computed by dividing the NAVD 88
 HX2693.geopotential number by the normal gravity value computed on the
 HX2693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2693.degrees latitude (g = 980.6199 gals.).
 HX2693
 HX2693.The modeled gravity was interpolated from observed gravity values.
 HX2693
 HX2693;                    North         East    Units  Estimated Accuracy
 HX2693;SPC WV N     -    56,240.      423,730.      MT  (+/- 180 meters Scaled)
 HX2693
 HX2693                          SUPERSEDED SURVEY CONTROL
 HX2693
 HX2693  NGVD 29 (??/??/92)  318.720  (m)         1045.67   (f) ADJ UNCH    2 0
 HX2693
 HX2693.Superseded values are not recommended for survey control.
 HX2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2693.See file dsdata.txt to determine how the superseded data were derived.
 HX2693
 HX2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD536156(NAD 83)
 HX2693_MARKER: DB = BENCH MARK DISK
 HX2693_SETTING: 66 = SET IN ROCK OUTCROP
 HX2693_SP_SET: ROCK CUT
 HX2693_STAMPING: M 92 1956
 HX2693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2693+STABILITY: POSITION/ELEVATION WELL
 HX2693
 HX2693  HISTORY     - Date     Condition        Report By
 HX2693  HISTORY     - 1956     MONUMENTED       CGS
 HX2693
 HX2693                          STATION DESCRIPTION
 HX2693
 HX2693'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2693'3.6 MI S FROM WINDY.
 HX2693'ABOUT 3.55 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX2693'AND ROAD JUNCTION AT WINDY, ABOUT 0.15 MILE WEST-NORTHWEST OF
 HX2693'JUNCTION OF A ROAD WEST AND DOWNHILL, ABOUT 0.5 MILE SOUTH OF
 HX2693'THE STORE AT MC CLAINS, SET VERTICALLY IN THE SOUTH FACE OF A
 HX2693'3 1/2-FOOT HIGH AND 4-FOOT WIDE ROCK IN A CUT BANK, 12 1/2 FEET
 HX2693'NORTH OF CENTER LINE OF ROAD AND ABOUT 5 1/2 FEET ABOVE LEVEL OF
 HX2693'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2488 ***********************************************************************
 HX2488  DESIGNATION -  M 93
 HX2488  PID         -  HX2488
 HX2488  STATE/COUNTY-  WV/ROANE
 HX2488  USGS QUAD   -  GAY (1987)
 HX2488
 HX2488                         *CURRENT SURVEY CONTROL
 HX2488  ___________________________________________________________________
 HX2488* NAD 83(1986)-  38 49 31.     (N)    081 31 02.     (W)     SCALED    
 HX2488* NAVD 88     -       220.678  (meters)     724.01   (feet)  ADJUSTED  
 HX2488  ___________________________________________________________________
 HX2488  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 HX2488  DYNAMIC HT  -         220.533 (meters)     723.53  (feet)  COMP
 HX2488  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 HX2488
 HX2488  VERT ORDER  -  SECOND    CLASS 0
 HX2488
 HX2488.The horizontal coordinates were scaled from a topographic map and have
 HX2488.an estimated accuracy of +/- 6 seconds.
 HX2488
 HX2488.The orthometric height was determined by differential leveling
 HX2488.and adjusted by the National Geodetic Survey in June 1991..
 HX2488
 HX2488.The geoid height was determined by GEOID03.
 HX2488
 HX2488.The dynamic height is computed by dividing the NAVD 88
 HX2488.geopotential number by the normal gravity value computed on the
 HX2488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2488.degrees latitude (g = 980.6199 gals.).
 HX2488
 HX2488.The modeled gravity was interpolated from observed gravity values.
 HX2488
 HX2488;                    North         East    Units  Estimated Accuracy
 HX2488;SPC WV S     -   202,720.      555,090.      MT  (+/- 180 meters Scaled)
 HX2488
 HX2488                          SUPERSEDED SURVEY CONTROL
 HX2488
 HX2488  NGVD 29 (??/??/92)  220.845  (m)          724.56   (f) ADJ UNCH    2 0
 HX2488
 HX2488.Superseded values are not recommended for survey control.
 HX2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2488.See file dsdata.txt to determine how the superseded data were derived.
 HX2488
 HX2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC551975(NAD 83)
 HX2488_MARKER: DB = BENCH MARK DISK
 HX2488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2488_SP_SET: CULVERT
 HX2488_STAMPING: M 93 1956
 HX2488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2488
 HX2488  HISTORY     - Date     Condition        Report By
 HX2488  HISTORY     - 1956     MONUMENTED       CGS
 HX2488
 HX2488                          STATION DESCRIPTION
 HX2488
 HX2488'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2488'1 MI E FROM MARSHALL.
 HX2488'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 33 FROM THE BRIDGE OVER
 HX2488'BUFFALO CREEK AT MARSHALL, ABOUT 0.2 MILE EAST OF THE ROANE-JACKSON
 HX2488'COUNTY LINE, 22 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY, 51
 HX2488'FEET WEST OF CENTER LINE OF A DRIVE NORTH TO A 2-STORY HOUSE,
 HX2488'IN THE TOP OF THE SOUTHEAST END OF THE NORTHWEST WING WALL
 HX2488'OF A 10-FOOT CONCRETE CULVERT, AND ABOUT 4 FEET BELOW LEVEL OF
 HX2488'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1763 ***********************************************************************
 HX1763  DESIGNATION -  M 94
 HX1763  PID         -  HX1763
 HX1763  STATE/COUNTY-  WV/ROANE
 HX1763  USGS QUAD   -  WALTON (1976)
 HX1763
 HX1763                         *CURRENT SURVEY CONTROL
 HX1763  ___________________________________________________________________
 HX1763* NAD 83(1986)-  38 41 47.     (N)    081 24 51.     (W)     SCALED    
 HX1763* NAVD 88     -       244.732  (meters)     802.92   (feet)  ADJUSTED  
 HX1763  ___________________________________________________________________
 HX1763  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HX1763  DYNAMIC HT  -         244.568 (meters)     802.39  (feet)  COMP
 HX1763  MODELED GRAV-     979,951.5   (mgal)                       NAVD 88
 HX1763
 HX1763  VERT ORDER  -  SECOND    CLASS 0
 HX1763
 HX1763.The horizontal coordinates were scaled from a topographic map and have
 HX1763.an estimated accuracy of +/- 6 seconds.
 HX1763
 HX1763.The orthometric height was determined by differential leveling
 HX1763.and adjusted by the National Geodetic Survey in June 1991..
 HX1763
 HX1763.The geoid height was determined by GEOID03.
 HX1763
 HX1763.The dynamic height is computed by dividing the NAVD 88
 HX1763.geopotential number by the normal gravity value computed on the
 HX1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1763.degrees latitude (g = 980.6199 gals.).
 HX1763
 HX1763.The modeled gravity was interpolated from observed gravity values.
 HX1763
 HX1763;                    North         East    Units  Estimated Accuracy
 HX1763;SPC WV S     -   188,370.      563,970.      MT  (+/- 180 meters Scaled)
 HX1763
 HX1763                          SUPERSEDED SURVEY CONTROL
 HX1763
 HX1763  NGVD 29 (??/??/92)  244.900  (m)          803.48   (f) ADJ UNCH    2 0
 HX1763
 HX1763.Superseded values are not recommended for survey control.
 HX1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1763.See file dsdata.txt to determine how the superseded data were derived.
 HX1763
 HX1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC639831(NAD 83)
 HX1763_MARKER: DB = BENCH MARK DISK
 HX1763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1763_SP_SET: CULVERT
 HX1763_STAMPING: M 94 1956
 HX1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1763
 HX1763  HISTORY     - Date     Condition        Report By
 HX1763  HISTORY     - 1956     MONUMENTED       CGS
 HX1763
 HX1763                          STATION DESCRIPTION
 HX1763
 HX1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1763'0.8 MI W FROM GANDEEVILLE.
 HX1763'ABOUT 0.75 MILE WEST AND SOUTHWEST ALONG A BLACK TOP ROAD LEADING
 HX1763'TO HARMONY FROM THE JUNCTION OF STATE HIGHWAY 14 AT GANDEEVILLE,
 HX1763'ABOUT 0.25 MILE NORTHEAST OF JUNCTION OF A GRAVEL ROAD SOUTHEAST,
 HX1763'IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF AN 8-FOOT
 HX1763'CONCRETE CULVERT FOR A CREEK BRANCH, 11 FEET EAST OF CENTER
 HX1763'LINE OF ROAD AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1806 ***********************************************************************
 HX1806  DESIGNATION -  M 95
 HX1806  PID         -  HX1806
 HX1806  STATE/COUNTY-  WV/KANAWHA
 HX1806  USGS QUAD   -  KETTLE (1975)
 HX1806
 HX1806                         *CURRENT SURVEY CONTROL
 HX1806  ___________________________________________________________________
 HX1806* NAD 83(1986)-  38 33 37.     (N)    081 29 16.     (W)     SCALED    
 HX1806* NAVD 88     -       222.915  (meters)     731.35   (feet)  ADJUSTED  
 HX1806  ___________________________________________________________________
 HX1806  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HX1806  DYNAMIC HT  -         222.762 (meters)     730.85  (feet)  COMP
 HX1806  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 HX1806
 HX1806  VERT ORDER  -  SECOND    CLASS 0
 HX1806
 HX1806.The horizontal coordinates were scaled from a topographic map and have
 HX1806.an estimated accuracy of +/- 6 seconds.
 HX1806
 HX1806.The orthometric height was determined by differential leveling
 HX1806.and adjusted by the National Geodetic Survey in June 1991..
 HX1806
 HX1806.The geoid height was determined by GEOID03.
 HX1806
 HX1806.The dynamic height is computed by dividing the NAVD 88
 HX1806.geopotential number by the normal gravity value computed on the
 HX1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1806.degrees latitude (g = 980.6199 gals.).
 HX1806
 HX1806.The modeled gravity was interpolated from observed gravity values.
 HX1806
 HX1806;                    North         East    Units  Estimated Accuracy
 HX1806;SPC WV S     -   173,290.      557,490.      MT  (+/- 180 meters Scaled)
 HX1806
 HX1806                          SUPERSEDED SURVEY CONTROL
 HX1806
 HX1806  NGVD 29 (??/??/92)  223.090  (m)          731.92   (f) ADJ UNCH    2 0
 HX1806
 HX1806.Superseded values are not recommended for survey control.
 HX1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1806.See file dsdata.txt to determine how the superseded data were derived.
 HX1806
 HX1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC575680(NAD 83)
 HX1806_MARKER: DB = BENCH MARK DISK
 HX1806_SETTING: 80 = SET IN A BOULDER
 HX1806_SP_SET: BOULDER
 HX1806_STAMPING: M 95 1956
 HX1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1806+STABILITY: SURFACE MOTION
 HX1806
 HX1806  HISTORY     - Date     Condition        Report By
 HX1806  HISTORY     - 1956     MONUMENTED       CGS
 HX1806
 HX1806                          STATION DESCRIPTION
 HX1806
 HX1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1806'1 MI S FROM KETTLE.
 HX1806'1.05 MILES SOUTH ALONG A ROAD LEADING TO FRAME FROM THE POST
 HX1806'OFFICE AND STORE AT KETTLE, ABOUT 0.1 MILE SOUTH OF A WOODEN DECK
 HX1806'BRIDGE, JUST SOUTH OF THE ROAN-KANAWAH COUNTY LINE, 17 1/2 FEET
 HX1806'NORTHWEST OF CENTER LINE OF ROAD, 67 FEET EAST-NORTHEAST OF THE
 HX1806'EAST CORNER OF A BARN, 34 1/2 FEET NORTH-NORTHWEST AND ACROSS
 HX1806'ROAD FROM A 30-INCH OAK TREE, SET VERTICALLY ABOUT 1 1/2 FEET
 HX1806'ABOVE GROUND IN THE 3 1/2-FOOT HIGH NORTH FACE OF A 15 BY
 HX1806'20-FOOT BOULDER, AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2075 ***********************************************************************
 HX2075  DESIGNATION -  M 96
 HX2075  PID         -  HX2075
 HX2075  STATE/COUNTY-  WV/KANAWHA
 HX2075  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2075
 HX2075                         *CURRENT SURVEY CONTROL
 HX2075  ___________________________________________________________________
 HX2075* NAD 83(1986)-  38 22 14.     (N)    081 35 48.     (W)     SCALED    
 HX2075* NAVD 88     -       290.746  (meters)     953.89   (feet)  ADJUSTED  
 HX2075  ___________________________________________________________________
 HX2075  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HX2075  DYNAMIC HT  -         290.540 (meters)     953.21  (feet)  COMP
 HX2075  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 HX2075
 HX2075  VERT ORDER  -  SECOND    CLASS 0
 HX2075
 HX2075.This mark is at Yeager Airport (CRW)
 HX2075
 HX2075.The horizontal coordinates were scaled from a topographic map and have
 HX2075.an estimated accuracy of +/- 6 seconds.
 HX2075
 HX2075.The orthometric height was determined by differential leveling
 HX2075.and adjusted by the National Geodetic Survey in June 1991..
 HX2075
 HX2075.The geoid height was determined by GEOID03.
 HX2075
 HX2075.The dynamic height is computed by dividing the NAVD 88
 HX2075.geopotential number by the normal gravity value computed on the
 HX2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2075.degrees latitude (g = 980.6199 gals.).
 HX2075
 HX2075.The modeled gravity was interpolated from observed gravity values.
 HX2075
 HX2075;                    North         East    Units  Estimated Accuracy
 HX2075;SPC WV S     -   152,290.      547,860.      MT  (+/- 180 meters Scaled)
 HX2075
 HX2075                          SUPERSEDED SURVEY CONTROL
 HX2075
 HX2075  NGVD 29 (??/??/92)  290.938  (m)          954.52   (f) ADJ UNCH    2 0
 HX2075
 HX2075.Superseded values are not recommended for survey control.
 HX2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2075.See file dsdata.txt to determine how the superseded data were derived.
 HX2075
 HX2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC478470(NAD 83)
 HX2075_MARKER: DB = BENCH MARK DISK
 HX2075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2075_SP_SET: BUILDING
 HX2075_STAMPING: M 96 1956
 HX2075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2075
 HX2075  HISTORY     - Date     Condition        Report By
 HX2075  HISTORY     - 1956     MONUMENTED       CGS
 HX2075  HISTORY     - 1971     GOOD             NGS
 HX2075  HISTORY     - 1975     GOOD             NGS
 HX2075
 HX2075                          STATION DESCRIPTION
 HX2075
 HX2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2075'4 MI NE FROM CHARLESTON.
 HX2075'ABOUT 4 MILES NORTHEAST OF CHARLESTON, AT KANAWAH COUNTY
 HX2075'AIRPORT, SET VERTICALLY IN THE WEST FACE OF THE ADMINISTRATION
 HX2075'BUILDING, 1.6 FEET SOUTH OF THE TOP STEP OF A SET OF CONCRETE
 HX2075'STEPS LEADING DOWN INTO BASEMENT ENTRANCE, 10.2 FEET NORTH OF
 HX2075'NORTH END OF CONCRETE LOADING PLATFORM FOR KITCHEN, 32 1/2 FEET
 HX2075'NORTH OF SOUTHWEST CORNER OF BUILDING AND 1 1/2 FEET ABOVE
 HX2075'BLACK TOPPED SERVICE RAMP.
 HX2075
 HX2075                          STATION RECOVERY (1971)
 HX2075
 HX2075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HX2075'RECOVERED IN GOOD CONDITION.
 HX2075
 HX2075                          STATION RECOVERY (1975)
 HX2075
 HX2075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HX2075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2531 ***********************************************************************
 HX2531  DESIGNATION -  M 97
 HX2531  PID         -  HX2531
 HX2531  STATE/COUNTY-  WV/ROANE
 HX2531  USGS QUAD   -  ROMANCE (1975)
 HX2531
 HX2531                         *CURRENT SURVEY CONTROL
 HX2531  ___________________________________________________________________
 HX2531* NAD 83(1986)-  38 35 47.     (N)    081 30 31.     (W)     SCALED    
 HX2531* NAVD 88     -       203.014  (meters)     666.06   (feet)  ADJUSTED  
 HX2531  ___________________________________________________________________
 HX2531  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HX2531  DYNAMIC HT  -         202.876 (meters)     665.60  (feet)  COMP
 HX2531  MODELED GRAV-     979,944.0   (mgal)                       NAVD 88
 HX2531
 HX2531  VERT ORDER  -  SECOND    CLASS 0
 HX2531
 HX2531.The horizontal coordinates were scaled from a topographic map and have
 HX2531.an estimated accuracy of +/- 6 seconds.
 HX2531
 HX2531.The orthometric height was determined by differential leveling
 HX2531.and adjusted by the National Geodetic Survey in June 1991..
 HX2531
 HX2531.The geoid height was determined by GEOID03.
 HX2531
 HX2531.The dynamic height is computed by dividing the NAVD 88
 HX2531.geopotential number by the normal gravity value computed on the
 HX2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2531.degrees latitude (g = 980.6199 gals.).
 HX2531
 HX2531.The modeled gravity was interpolated from observed gravity values.
 HX2531
 HX2531;                    North         East    Units  Estimated Accuracy
 HX2531;SPC WV S     -   177,310.      555,690.      MT  (+/- 180 meters Scaled)
 HX2531
 HX2531                          SUPERSEDED SURVEY CONTROL
 HX2531
 HX2531  NGVD 29 (??/??/92)  203.190  (m)          666.63   (f) ADJ UNCH    2 0
 HX2531
 HX2531.Superseded values are not recommended for survey control.
 HX2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2531.See file dsdata.txt to determine how the superseded data were derived.
 HX2531
 HX2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC557721(NAD 83)
 HX2531_MARKER: DB = BENCH MARK DISK
 HX2531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2531_SP_SET: BRIDGE SEAT
 HX2531_STAMPING: M 97 1956
 HX2531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2531
 HX2531  HISTORY     - Date     Condition        Report By
 HX2531  HISTORY     - 1956     MONUMENTED       CGS
 HX2531
 HX2531                          STATION DESCRIPTION
 HX2531
 HX2531'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2531'3.6 MI N FROM KETTLE.
 HX2531'ABOUT 2.2 MILES NORTHWEST ALONG A DIRT ROAD FOLLOWING GREEN
 HX2531'CREEK FROM POST OFFICE AND STORE AT KETTLE, THENCE ABOUT 1.45
 HX2531'MILES SOUTHEAST AND NORTH ALONG A DIRT ROAD FOLLOWING POCATALICO
 HX2531'RIVER, JUST SOUTHWEST OF JUNCTION OF A ROAD LEADING NORTHEAST
 HX2531'UPSTREAM ALONG STRAIGHT CREEK, AT A STEEL BRIDGE OVER POCATALICO
 HX2531'RIVER, IN THE TOP OF THE NORTHWEST END OF BRIDGE SEAT OF
 HX2531'NORTHEAST STONE ABUTMENT OF 190-FOOT STEEL BRIDGE, 9 1/2 FEET
 HX2531'NORTHWEST OF CENTER LINE OF BRIDGE, 0.4 FOOT NORTHWEST OF
 HX2531'NORTHWEST EDGE OF STEEL GIRDER AND 1.2 FEET BELOW LEVEL OF
 HX2531'BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2576 ***********************************************************************
 HX2576  DESIGNATION -  M 98
 HX2576  PID         -  HX2576
 HX2576  STATE/COUNTY-  WV/KANAWHA
 HX2576  USGS QUAD   -  SISSONVILLE (1958)
 HX2576
 HX2576                         *CURRENT SURVEY CONTROL
 HX2576  ___________________________________________________________________
 HX2576* NAD 83(1986)-  38 31 16.     (N)    081 41 14.     (W)     SCALED    
 HX2576* NAVD 88     -       190.100  (meters)     623.69   (feet)  ADJUSTED  
 HX2576  ___________________________________________________________________
 HX2576  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HX2576  DYNAMIC HT  -         189.969 (meters)     623.26  (feet)  COMP
 HX2576  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 HX2576
 HX2576  VERT ORDER  -  SECOND    CLASS 0
 HX2576
 HX2576.The horizontal coordinates were scaled from a topographic map and have
 HX2576.an estimated accuracy of +/- 6 seconds.
 HX2576
 HX2576.The orthometric height was determined by differential leveling
 HX2576.and adjusted by the National Geodetic Survey in June 1991..
 HX2576
 HX2576.The geoid height was determined by GEOID03.
 HX2576
 HX2576.The dynamic height is computed by dividing the NAVD 88
 HX2576.geopotential number by the normal gravity value computed on the
 HX2576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2576.degrees latitude (g = 980.6199 gals.).
 HX2576
 HX2576.The modeled gravity was interpolated from observed gravity values.
 HX2576
 HX2576;                    North         East    Units  Estimated Accuracy
 HX2576;SPC WV S     -   169,050.      540,070.      MT  (+/- 180 meters Scaled)
 HX2576
 HX2576                          SUPERSEDED SURVEY CONTROL
 HX2576
 HX2576  NGVD 29 (??/??/92)  190.287  (m)          624.30   (f) ADJ UNCH    2 0
 HX2576
 HX2576.Superseded values are not recommended for survey control.
 HX2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2576.See file dsdata.txt to determine how the superseded data were derived.
 HX2576
 HX2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC400638(NAD 83)
 HX2576_MARKER: DB = BENCH MARK DISK
 HX2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2576_STAMPING: M 98 1956
 HX2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2576+STABILITY: SURFACE MOTION
 HX2576
 HX2576  HISTORY     - Date     Condition        Report By
 HX2576  HISTORY     - 1956     MONUMENTED       CGS
 HX2576  HISTORY     - 1958     POOR             USGS
 HX2576
 HX2576                          STATION DESCRIPTION
 HX2576
 HX2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2576'6 MI W FROM SISSONVILLE.
 HX2576'ABOUT 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 21 FROM THE HIGH
 HX2576'SCHOOL AT SISSONVILLE, THENCE ABOUT 3.0 MILES NORTHWEST AND
 HX2576'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 0.65 MILE NORTHWEST
 HX2576'ALONG A GRAVEL ROAD LEADING UPSTREAM ALONG DERRICK CREEK, ABOUT
 HX2576'0.25 MILE SOUTH OF BONHAM CHAPEL, ABOUT 0.2 MILE SOUTH OF A
 HX2576'WOODEN DECK BRIDGE OVER A CREEK BRANCH, 20 1/2 FEET WEST-SOUTHWEST
 HX2576'OF CENTER LINE OF ROAD, 47 FEET SOUTH OF CENTER OF A FOOT
 HX2576'BRIDGE LEADING WEST TO A HOUSE WHICH IS LOCATED IN SMALL HOLLOW,
 HX2576'55 FEET SOUTH OF CENTER OF A WELL, 52 FEET NORTHWEST AND ACROSS
 HX2576'ROAD FROM POWER POLE NO. AEP 7-7445/24 B 1, 2 FEET SOUTHEAST
 HX2576'OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD
 HX2576'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HX2576'NOTE-- IT APPEARS THAT A BULLDOZER HAS RUN OVER THE MARK AND
 HX2576'PRESSED IT DOWN.
 HX2576
 HX2576                          STATION RECOVERY (1958)
 HX2576
 HX2576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HX2576'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2394 ***********************************************************************
 HX2394  DESIGNATION -  M 99
 HX2394  PID         -  HX2394
 HX2394  STATE/COUNTY-  WV/JACKSON
 HX2394  USGS QUAD   -  SISSONVILLE (1958)
 HX2394
 HX2394                         *CURRENT SURVEY CONTROL
 HX2394  ___________________________________________________________________
 HX2394* NAD 83(1986)-  38 34 58.     (N)    081 38 15.     (W)     SCALED    
 HX2394* NAVD 88     -       193.726  (meters)     635.58   (feet)  ADJUSTED  
 HX2394  ___________________________________________________________________
 HX2394  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HX2394  DYNAMIC HT  -         193.594 (meters)     635.15  (feet)  COMP
 HX2394  MODELED GRAV-     979,944.2   (mgal)                       NAVD 88
 HX2394
 HX2394  VERT ORDER  -  SECOND    CLASS 0
 HX2394
 HX2394.The horizontal coordinates were scaled from a topographic map and have
 HX2394.an estimated accuracy of +/- 6 seconds.
 HX2394
 HX2394.The orthometric height was determined by differential leveling
 HX2394.and adjusted by the National Geodetic Survey in June 1991..
 HX2394
 HX2394.The geoid height was determined by GEOID03.
 HX2394
 HX2394.The dynamic height is computed by dividing the NAVD 88
 HX2394.geopotential number by the normal gravity value computed on the
 HX2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2394.degrees latitude (g = 980.6199 gals.).
 HX2394
 HX2394.The modeled gravity was interpolated from observed gravity values.
 HX2394
 HX2394;                    North         East    Units  Estimated Accuracy
 HX2394;SPC WV S     -   175,860.      544,460.      MT  (+/- 180 meters Scaled)
 HX2394
 HX2394                          SUPERSEDED SURVEY CONTROL
 HX2394
 HX2394  NGVD 29 (??/??/92)  193.909  (m)          636.18   (f) ADJ UNCH    2 0
 HX2394
 HX2394.Superseded values are not recommended for survey control.
 HX2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2394.See file dsdata.txt to determine how the superseded data were derived.
 HX2394
 HX2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC444706(NAD 83)
 HX2394_MARKER: DB = BENCH MARK DISK
 HX2394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2394_SP_SET: CULVERT
 HX2394_STAMPING: M 99 1956
 HX2394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2394
 HX2394  HISTORY     - Date     Condition        Report By
 HX2394  HISTORY     - 1956     MONUMENTED       CGS
 HX2394
 HX2394                          STATION DESCRIPTION
 HX2394
 HX2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2394'4.8 MI N FROM SISSONVILLE.
 HX2394'ABOUT 4.85 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2394'AT SISSONVILLE, ABOUT 44 YARDS NORTH OF JUNCTION OF A GRAVEL
 HX2394'ROAD EAST, IN THE TOP OF SOUTH END OF EAST CONCRETE HEAD WALL
 HX2394'OF A 10-FOOT CONCRETE AND STONE CULVERT FOR A CREEK BRANCH,
 HX2394'20 1/2 FEET EAST OF CENTER LINE OF HIGHWAY AND ABOUT 4 FEET BELOW
 HX2394'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0107 ***********************************************************************
 JX0107  DESIGNATION -  M RESET 1935
 JX0107  PID         -  JX0107
 JX0107  STATE/COUNTY-  WV/TAYLOR
 JX0107  USGS QUAD   -  GRAFTON (1976)
 JX0107
 JX0107                         *CURRENT SURVEY CONTROL
 JX0107  ___________________________________________________________________
 JX0107* NAD 83(1986)-  39 20 23.     (N)    080 01 24.     (W)     SCALED    
 JX0107* NAVD 88     -       301.692  (meters)     989.80   (feet)  ADJUSTED  
 JX0107  ___________________________________________________________________
 JX0107  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JX0107  DYNAMIC HT  -         301.504 (meters)     989.18  (feet)  COMP
 JX0107  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 JX0107
 JX0107  VERT ORDER  -  FIRST     CLASS II
 JX0107
 JX0107.The horizontal coordinates were scaled from a topographic map and have
 JX0107.an estimated accuracy of +/- 6 seconds.
 JX0107
 JX0107.The orthometric height was determined by differential leveling
 JX0107.and adjusted by the National Geodetic Survey in June 1991..
 JX0107.WARNING-Repeat measurements at this control monument indicate possible
 JX0107.vertical movement.
 JX0107
 JX0107.The geoid height was determined by GEOID03.
 JX0107
 JX0107.The dynamic height is computed by dividing the NAVD 88
 JX0107.geopotential number by the normal gravity value computed on the
 JX0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0107.degrees latitude (g = 980.6199 gals.).
 JX0107
 JX0107.The modeled gravity was interpolated from observed gravity values.
 JX0107
 JX0107;                    North         East    Units  Estimated Accuracy
 JX0107;SPC WV N     -    93,360.      554,890.      MT  (+/- 180 meters Scaled)
 JX0107
 JX0107                          SUPERSEDED SURVEY CONTROL
 JX0107
 JX0107  NGVD 29 (??/??/92)  301.875  (m)          990.40   (f) ADJ UNCH    1 2
 JX0107
 JX0107.Superseded values are not recommended for survey control.
 JX0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0107.See file dsdata.txt to determine how the superseded data were derived.
 JX0107
 JX0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND841549(NAD 83)
 JX0107_MARKER: B = BOLT
 JX0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0107_SP_SET: BRIDGE
 JX0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0107
 JX0107  HISTORY     - Date     Condition        Report By
 JX0107  HISTORY     - UNK      MONUMENTED       BORR
 JX0107  HISTORY     - 1935     GOOD             NGS
 JX0107  HISTORY     - 1943     GOOD             NGS
 JX0107
 JX0107                          STATION DESCRIPTION
 JX0107
 JX0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0107'AT GRAFTON.
 JX0107'BENCH MARK IS ALONG THE PARKERSBURG BRANCH OF THE BALTIMORE AND
 JX0107'OHIO RAILROAD, AT A STEEL GIRDER BRIDGE OVER THE TAGGART VALLEY
 JX0107'RIVER, 24 FEET NORTHWEST OF AND 10 FEET BELOW THE CENTERLINE OF
 JX0107'THE TRACK.  IT IS THE TOP OF A BOLT SET IN THE TOP OF THE CENTER
 JX0107'PIER OF THE BRIDGE.  IT IS AT THE NORTHWEST END OF THE PIER.  THE
 JX0107'TOP OF A BOLT WITH THE LETTER M STAMPED ON THE TOP.
 JX0107
 JX0107                          STATION RECOVERY (1943)
 JX0107
 JX0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 JX0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3412 ***********************************************************************
 GX3412  CBN         -  This is a Cooperative Base Network Control Station.
 GX3412  DESIGNATION -  MABE
 GX3412  PID         -  GX3412
 GX3412  STATE/COUNTY-  WV/MERCER
 GX3412  USGS QUAD   -  CRUMPLER (1979)
 GX3412
 GX3412                         *CURRENT SURVEY CONTROL
 GX3412  ___________________________________________________________________
 GX3412* NAD 83(1995)-  37 23 44.68263(N)    081 19 12.29691(W)     ADJUSTED  
 GX3412* NAVD 88     -      1004.8    (meters)    3297.     (feet)  GPS OBS   
 GX3412  ___________________________________________________________________
 GX3412  X           -     765,771.643 (meters)                     COMP
 GX3412  Y           -  -5,016,098.191 (meters)                     COMP
 GX3412  Z           -   3,852,969.373 (meters)                     COMP
 GX3412  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 GX3412  ELLIP HEIGHT-         973.85  (meters)          (04/23/01) GPS OBS
 GX3412  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GX3412
 GX3412  HORZ ORDER  -  A
 GX3412  ELLP ORDER  -  FOURTH    CLASS I
 GX3412
 GX3412.The horizontal coordinates were established by GPS observations
 GX3412.and adjusted by the National Geodetic Survey in April 2001..
 GX3412
 GX3412.The orthometric height was determined by GPS observations and a
 GX3412.high-resolution geoid model.
 GX3412
 GX3412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX3412
 GX3412.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3412
 GX3412.The ellipsoidal height was determined by GPS observations
 GX3412.and is referenced to NAD 83.
 GX3412
 GX3412.The geoid height was determined by GEOID03.
 GX3412
 GX3412;                    North         East     Units Scale Factor Converg.
 GX3412;SPC WV S     -    43,972.555   571,656.759   MT  1.00001969   -0 11 52.3
 GX3412;UTM  17      - 4,138,823.200   471,668.559   MT  0.99960989   -0 11 39.8
 GX3412
 GX3412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3412!SPC WV S     -   0.99984720  x   1.00001969  =   0.99986689
 GX3412!UTM  17      -   0.99984720  x   0.99960989  =   0.99945715
 GX3412
 GX3412|---------------------------------------------------------------------|
 GX3412| PID    Reference Object                     Distance      Geod. Az  |
 GX3412|                                                           dddmmss.s |
 GX3412| DC4613 MABE RM 1                            54.514 METERS 03513     |
 GX3412| DC4612 MABE AZ MK                                         0995240.1 |
 GX3412| DC4614 MABE RM 2                            56.455 METERS 12235     |
 GX3412| GX1421 BLUEFIELD                           APPROX.16.1 KM 1405252.1 |
 GX3412|---------------------------------------------------------------------|
 GX3412
 GX3412                          SUPERSEDED SURVEY CONTROL
 GX3412
 GX3412  NAD 83(1995)-  37 23 44.67768(N)    081 19 12.32877(W) AD(       ) 2
 GX3412  NAD 83(1995)-  37 23 44.67742(N)    081 19 12.32892(W) AD(       ) 2
 GX3412  NAD 83(1995)-  37 23 44.67679(N)    081 19 12.32510(W) AD(       ) 2
 GX3412  NAD 83(1995)-  37 23 44.68673(N)    081 19 12.32387(W) AD(       ) 2
 GX3412  NAD 83(1986)-  37 23 44.68693(N)    081 19 12.32568(W) AD(       ) 2
 GX3412  NAD 27      -  37 23 44.27438(N)    081 19 12.95203(W) AD(       ) 2
 GX3412
 GX3412.Superseded values are not recommended for survey control.
 GX3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3412.See file dsdata.txt to determine how the superseded data were derived.
 GX3412
 GX3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB7166938823(NAD 83)
 GX3412_MARKER: DS = TRIANGULATION STATION DISK
 GX3412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3412_STAMPING: MABE 1934
 GX3412_MARK LOGO: CGS   
 GX3412_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX3412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3412+STABILITY: SURFACE MOTION
 GX3412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3412+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2000
 GX3412
 GX3412  HISTORY     - Date     Condition        Report By
 GX3412  HISTORY     - 1934     MONUMENTED       CGS
 GX3412  HISTORY     - 1934     GOOD             CGS
 GX3412  HISTORY     - 1950     GOOD             CGS
 GX3412  HISTORY     - 1958     GOOD             USGS
 GX3412  HISTORY     - 1961     GOOD             VADH
 GX3412  HISTORY     - 1982     GOOD             LOCSUR
 GX3412  HISTORY     - 20000323 GOOD             WVALS
 GX3412
 GX3412                          STATION DESCRIPTION
 GX3412
 GX3412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3412'THIS STATION IS ON THE S SPUR OF FLAT TOP MOUNTAIN, ABOUT 6-1/4 MILES
 GX3412'N OF BRAMWELL, W.VA., ON THE PROPERTY OF MR. E.C.  MABE.
 GX3412'
 GX3412'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 GX3412'CONCRETE.
 GX3412'
 GX3412'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP
 GX3412'OF CONCRETE CYLINDERS.
 GX3412'
 GX3412'REFERENCE MARK NO. 1 IS N OF STATION ALONG FENCE LINE WHICH IS ON THE
 GX3412'NE SIDE OF APPLE ORCHARD.
 GX3412'
 GX3412'REFERENCE MARK NO. 2 IS ESE OF STATION ALONG FENCE LINE ON NE SIDE OF
 GX3412'APPLE ORCHARD, AND AT FENCE JUNCTION.
 GX3412'
 GX3412'AZIMUTH MARK IS NE OF STATION ACROSS ROAD LEADING TO STATION AND 0.15
 GX3412'MILE BY ROAD FROM MR. MABES HOUSE.  IT IS 16 YARDS SE OF MABES
 GX3412'FENCE CORNER, 6 YARDS E OF CENTER LINE OF SAID ROAD, ON THE
 GX3412'PROPERTY OF THE POCAHONTAS LAND COMPANY.
 GX3412'
 GX3412'TO REACH FROM BRAMWELL, W.VA., TAKE STATE HIGHWAY 52 N FOR 4.0 MILES
 GX3412'TO TOP OF GAP AT SIGN WALKER MT. ELEV. 2734.  TURN RIGHT ONTO DIRT
 GX3412'ROAD AND PROCEED FOR 200 YARDS AND TURN SHARP LEFT.  FOLLOW THIS
 GX3412'MAIN-TRAVELED ROAD FOR 2.85 MILES TO TOP OF GRADE AT MR. MABES
 GX3412'HOME.  STATION IS 200 YARDS BEHIND (S OF) MR. MABES HOUSE IN THE SE
 GX3412'EDGE OF AN APPLE ORCHARD.  IT IS 3 FEET SW OF THE EXTENDED
 GX3412'LINE OF THE THIRD ROW OF APPLE TREES FROM THE SW OF THE ORCHARD AND
 GX3412'72 FEET SSE OF THE LAST TREE IN THAT ROW.  THE MARK IS SET ABOUT 8
 GX3412'INCHES BELOW THE SURFACE OF THE GROUND.
 GX3412'
 GX3412'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 GX3412
 GX3412                          STATION RECOVERY (1934)
 GX3412
 GX3412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3412'THIS STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 GX3412'CONDITION AS FOLLOWS- THE STATION IS ON THE S SPUR OF FLAT TOP
 GX3412'MOUNTAIN ON THE PROPERTY OF MR. E.C. MABE.
 GX3412'
 GX3412'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GX3412'DISKS SET IN CONCRETE.
 GX3412'
 GX3412'REFERENCE MARK NO. 1 IS N OF THE STATION ALONG FENCE LINE WHICH IS IN
 GX3412'THE SE SIDE OF THE APPLE ORCHARD.
 GX3412'
 GX3412'REFERENCE MARK NO. 2 IS ESE OF STATION ALONG FENCE LINE ON NE SIDE OF
 GX3412'APPLE ORCHARD AND AT FENCE JUNCTION.
 GX3412'
 GX3412'AZIMUTH MARK IS N OF STATION ACROSS ROAD LEADING TO STATION AND 0.15
 GX3412'MILE E ALONG ROAD FROM THE ROAD TO MR. MABES HOUSE.  IT IS 16
 GX3412'YARDS SE OF FENCE CORNER, 6 YARDS E OF THE CENTER LINE OF SAID ROAD
 GX3412'ON THE PROPERTY OF THE POCAHONTAS LAND COMPANY.
 GX3412'
 GX3412'A 10-FOOT INSTRUMENT STAND WAS USED TO CLEAR THE LINE TO BENT.
 GX3412'
 GX3412'TO REACH FROM BRAMWELL, W.VA., TAKE STATE HIGHWAY 52 FOR 4.0 MILES TO
 GX3412'TOP OF GAP AT SIGN FLAT TOP MOUNTAIN.  TURN RIGHT ONTO DIRT ROAD AND
 GX3412'PROCEED FOR 200 YARDS.  TURN SHARP LEFT AND FOLLOW THIS MAIN-TRAVELED
 GX3412'ROAD FOR 2.85 MILES TO TOP OF GRADE AT MR. MABES HOUSE.  STATION IS
 GX3412'200 YARDS S OF MR. MABES HOUSE IN THE SE EDGE OF AN APPLE ORCHARD.
 GX3412'IT IS 3 FEET SW OF THE EXTENDED LINE OF THE THIRD ROW OF APPLE
 GX3412'TREES FROM THE SW SIDE OF THE ORCHARD AND 72 FEET SSE OF THE LAST
 GX3412'TREE IN THAT ROW.  THE MARK IS SET ABOUT 8 INCHES BELOW THE SURFACE
 GX3412'OF THE GROUND.
 GX3412'
 GX3412'THE FOLLOWING DISTANCES AND DIRECTIONS WERE MEASURED AT THE PREVIOUS
 GX3412'OCCUPATION OF THE STATION AND CHECKED AT THIS TIME.
 GX3412
 GX3412                          STATION RECOVERY (1950)
 GX3412
 GX3412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 GX3412'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 GX3412'CONDITION. A COMPLETE NEW TO REACH FOLLOWS-
 GX3412'
 GX3412'TO REACH THE STATION FROM THE Y-INTERSECTION IN THE TOWN OF MCCOMAS,
 GX3412'TAKE THE LEFT FORK OF STATE HIGHWAY 71 TO THE TOP OF THE HILL AND
 GX3412'MINERS STORE, WHERE THE HIGHWAY TURNS SHARP RIGHT, CONTINUE STRAIGHT
 GX3412'ON THE DIRT ROAD TO THE FIRST HOUSE ON THE RIGHT AT THE TOP OF THE
 GX3412'HILL, TURN RIGHT THROUGH THE GATE AND FOLLOW THE LANE TO E.C. MABES
 GX3412'HOUSE, CONTINUE ON TO BARN AND ENTRANCE TO THE ORCHARD, PASS
 GX3412'THROUGH THE GATE AND GO TO THE S END OF THE ORCHARD, THE HIGHEST
 GX3412'POINT OF THE HILL, AND THE STATION AS DESCRIBED.
 GX3412
 GX3412                          STATION RECOVERY (1958)
 GX3412
 GX3412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 GX3412'STATION WAS RECOVERED IN GOOD CONDITION.
 GX3412'
 GX3412'TO REACH THE STATION FROM THE Y-INTERSECTION IN MCCOMAS, TAKE LEFT
 GX3412'FORK OF STATE HIGHWAY 71 TO THE TOP OF A HILL AND MINERS STORE,
 GX3412'WHERE THE HIGHWAY TURNS A SHARP RIGHT. CONTINUE STRAIGHT ON A GRAVEL
 GX3412'ROAD UPHILL FOR 0.3 MI. TO A T-ROAD LEFT, TURN LEFT AND GO 0.3 MI.
 GX3412'TO A DRIVE RIGHT TO MR. MABES HOUSE AT THE TOP OF THE HILL.
 GX3412
 GX3412                          STATION RECOVERY (1961)
 GX3412
 GX3412'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1961
 GX3412'ALL MARKS WERE FOUND IN GOOD CONDITION.
 GX3412
 GX3412                          STATION RECOVERY (1982)
 GX3412
 GX3412'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (EV)
 GX3412'ALL MARKS RECOVERED AS DESCRIBED, 3-6 INCH WOOD POSTS PROJECTING 2
 GX3412'FEET HAVE BEEN PLACED AROUND MARK APPARENTLY TO KEEP CATTLE AWAY.
 GX3412'HOUSE HAS BEEN VACATED, AND LAND IS LEASED BY VERNIE BEGGS WHO
 GX3412'LIVES IN HOUSE NEXT TO PROSPERITY SCHOOL (ABANDONED) 3500, N.N.E.
 GX3412'OF STATION AS SHOWN ON CRUMPLER, W.VA. 7-1/2 MINUTE QUAD.
 GX3412
 GX3412                          STATION RECOVERY (2000)
 GX3412
 GX3412'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (MAW)
 GX3412'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI) NORTH OF BRAMWELL, 7.9
 GX3412'KM (4.9 MI) NORTHWEST OF MONTCALM AND 5.0 KM (3.1 MI) NORTHEAST OF
 GX3412'MAYBERRY.  OWNERSHIP--POCAHONTAS LAND CORPORATION
 GX3412'
 GX3412'TO REACH THE STATION FROM BRAMWELL, GO NORTHWEST ON STATE
 GX3412'HIGHWAY 52 FOR 4.5 KM (2.8 MI) TO THE JUNCTION OF WINDMILL GAP ROAD.
 GX3412'TURN RIGHT AND GO NORTH ON WINDMILL GAP ROAD FOR 1.6 KM (1.0 MI) TO
 GX3412'A FORK IN THE ROAD.  BEAR LEFT AND GO NORTH FOR 4.5 KM (2.8 MI) TO A
 GX3412'DIRT ROAD RIGHT.  TURN RIGHT THROUGH A GATE AND GO EAST ON DIRT
 GX3412'ROAD FOR 0.3 KM (0.2 MI) TO A GATE.  PASS THROUGH THE GATE AND
 GX3412'PROCEED PAST THE REMAINS OF AN OLD TWO-STORY HOUSE AT 0.15 KM (0.1
 GX3412'MI) TO ANOTHER GATE ABOUT 15 M (50 FT) BEHIND AN OLD BARN ON THE
 GX3412'RIGHT.  PASS THROUGH THE GATE AND ACROSS A PASTURE TOWARDS TWO
 GX3412'ANTENNA TOWERS FOR 0.15 KM (0.1 MI).  AT THE TOP OF A HILL IS A BLUE
 GX3412'METAL BUILDING AND THE STATION.
 GX3412'
 GX3412'THE STATION IS 12.8 M (42 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 GX3412'THE BLUE METAL BUILDING, RECESSED 7.5 CM (3 IN) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2831 ***********************************************************************
 HX2831  DESIGNATION -  MABIE
 HX2831  PID         -  HX2831
 HX2831  STATE/COUNTY-  WV/RANDOLPH
 HX2831  USGS QUAD   -  ELLAMORE (1987)
 HX2831
 HX2831                         *CURRENT SURVEY CONTROL
 HX2831  ___________________________________________________________________
 HX2831* NAD 83(1995)-  38 53 03.15644(N)    080 00 17.21929(W)     ADJUSTED  
 HX2831* NAVD 88     -       739.8    (meters)    2427.     (feet)  VERTCON   
 HX2831  ___________________________________________________________________
 HX2831  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 HX2831  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 HX2831
 HX2831  HORZ ORDER  -  THIRD
 HX2831
 HX2831.The horizontal coordinates were established by classical geodetic methods
 HX2831.and adjusted by the National Geodetic Survey in April 1998..
 HX2831
 HX2831.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2831
 HX2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2831
 HX2831.The geoid height was determined by GEOID03.
 HX2831
 HX2831;                    North         East     Units Scale Factor Converg.
 HX2831;SPC WV S     -   209,597.959   686,350.752   MT  1.00000019   +0 36 54.9
 HX2831;SPC WV N     -    42,777.238   556,200.455   MT  1.00002391   -0 19 19.0
 HX2831;UTM  17      - 4,304,398.015   586,318.785   MT  0.99969175   +0 37 29.2
 HX2831
 HX2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2831!SPC WV S     -   0.99988882  x   1.00000019  =   0.99988901
 HX2831!SPC WV N     -   0.99988882  x   1.00002391  =   0.99991272
 HX2831!UTM  17      -   0.99988882  x   0.99969175  =   0.99958060
 HX2831
 HX2831:                Primary Azimuth Mark                     Grid Az
 HX2831:SPC WV S     -  WEST VA FISH AND GAME COMM TWR           036 57 20.4
 HX2831:SPC WV N     -  WEST VA FISH AND GAME COMM TWR           037 53 34.3
 HX2831:UTM  17      -  WEST VA FISH AND GAME COMM TWR           036 56 46.1
 HX2831
 HX2831|---------------------------------------------------------------------|
 HX2831| PID    Reference Object                     Distance      Geod. Az  |
 HX2831|                                                           dddmmss.s |
 HX2831| JW1325 WEST VA FISH AND GAME COMM TWR      APPROX.16.8 KM 0373415.3 |
 HX2831| DC4615 MABIE AZ MK                                        0425157.4 |
 HX2831| DC4617 MABIE RM 2                            4.242 METERS 06823     |
 HX2831| DC4616 MABIE RM 1                            4.745 METERS 34755     |
 HX2831|---------------------------------------------------------------------|
 HX2831
 HX2831                          SUPERSEDED SURVEY CONTROL
 HX2831
 HX2831  NAD 83(1986)-  38 53 03.16197(N)    080 00 17.23185(W) AD(       ) 3
 HX2831  NAD 27      -  38 53 02.78810(N)    080 00 17.96690(W) AD(       ) 3
 HX2831  NGVD 29 (07/19/86)  740.0    (m)         2428.     (f) VERT ANG       
 HX2831
 HX2831.Superseded values are not recommended for survey control.
 HX2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2831.See file dsdata.txt to determine how the superseded data were derived.
 HX2831
 HX2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8631904398(NAD 83)
 HX2831_MARKER: DS = TRIANGULATION STATION DISK
 HX2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2831
 HX2831  HISTORY     - Date     Condition        Report By
 HX2831  HISTORY     - 1956     MONUMENTED       CGS
 HX2831
 HX2831                          STATION DESCRIPTION
 HX2831
 HX2831'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HX2831'THE STATION IS LOCATED AIRLINE, ABOUT 9 MILES WEST-SOUTHWEST OF
 HX2831'ELKINS, ABOUT 2-1/2 MILES
 HX2831'SOUTHWEST OF COALTON AND ABOUT 1-1/2 MILES WEST-NORTHWEST OF MABIE ON
 HX2831'TOP OF A LONG MOUND OF
 HX2831'OVER-BURDEN WHICH HAS BEEN STRIPPED OFF TO REACH THE COAL.  IT IS 8
 HX2831'FEET NORTHEAST OF A WHITE WITNESS
 HX2831'POST.
 HX2831'
 HX2831'THE STATION IS A STANDARD DISK STAMPED MABIE 1956 SET IN TOP OF A
 HX2831'10-INCH SQUARE CONCRETE
 HX2831'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 HX2831'
 HX2831'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MABIE NO 1 1956
 HX2831'SET IN A DRILL HOLE IN A LARGE
 HX2831'BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT
 HX2831'THE SAME ELEVATION AS THE STATION.
 HX2831'
 HX2831'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MABIE NO 2 1956
 HX2831'SET IN A DRILL HOLE IN A LARGE
 HX2831'BOULDER WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND IS ABOUT
 HX2831'14 INCHES LOWER THAN THE STATION.
 HX2831'
 HX2831'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MABIE 1956 SET IN TOP OF
 HX2831'A 10-INCH SQUARE CONCRETE
 HX2831'MONUMENT WHICH IS ABOUT FLUSH WITH THE GROUND.  IT IS 1 FOOT SOUTH OF
 HX2831'AN EAST-WEST FENCE LINE AND 30 FEET
 HX2831'SOUTHEAST OF THE SOUTHEAST CORNER OF MR. TRAVESES HOME.
 HX2831'
 HX2831'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 33 AND 219 IN
 HX2831'THE NORTH EDGE OF ELKINS, GO
 HX2831'WESTERLY ON US HIGHWAY 33 FOR 7.0 MILES TO A JUNCTION WITH US HIGHWAY
 HX2831'250, CONTINUE SOUTHWESTERLY ON US
 HX2831'HIGHWAY 33 FOR 0.3 MILE, TURN LEFT OFF THE HIGHWAY AND GO
 HX2831'SOUTH AND WEST FOR 4.6 MILES TO A CROSS-ROAD
 HX2831'AND A SIGN KING SUMMIT, CONTINUE STRAIGHT
 HX2831'AHEAD, NORTHERLY FOR 0.7 MILE TO A SIDE ROAD ON THE LEFT, TURN
 HX2831'LEFT OFF THE MAIN ROAD, CROSS OVER
 HX2831'A SMALL BRIDGE AND FOLLOW THE SIDE ROAD WEST AND SOUTHERLY FOR 0.4
 HX2831'MILE TO A FORK, TAKE THE LEFT FORK
 HX2831'UP THE VERY STEEP BANK FOR ABOUT 60 FEET TO THE TOP OF THE
 HX2831'MOUND, THEN GO SOUTHEAST FOR ABOUT 200 FEET
 HX2831'TO A WHITE WITNESS POST AND THE STATION.
 HX2831'
 HX2831'TO REACH THE AZIMUTH MARK FROM THE CROSS-ROAD AND SIGN KING SUMMIT
 HX2831'MENTIONED IN THE DESCRIPTION, GO
 HX2831'NORTHWESTERLY ON THE DIRT ROAD FOR 0.35 MILE, TURN LEFT INTO THE
 HX2831'DRIVE WAY AND GO WEST FOR ABOUT
 HX2831'0.05 MILE TO THE FARM HOME OF MR. GUY TRAVESE AND THE AZIMUTH
 HX2831'MARK.
 HX2831'
 HX2831'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1123 ***********************************************************************
 JX1123  DESIGNATION -  MACK
 JX1123  PID         -  JX1123
 JX1123  STATE/COUNTY-  WV/WOOD
 JX1123  USGS QUAD   -  POND CREEK (1994)
 JX1123
 JX1123                         *CURRENT SURVEY CONTROL
 JX1123  ___________________________________________________________________
 JX1123* NAD 83(1986)-  39 05 38.     (N)    081 44 35.     (W)     SCALED    
 JX1123* NAVD 88     -       183.937  (meters)     603.47   (feet)  ADJUSTED  
 JX1123  ___________________________________________________________________
 JX1123  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX1123  DYNAMIC HT  -         183.819 (meters)     603.08  (feet)  COMP
 JX1123  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 JX1123
 JX1123  VERT ORDER  -  FIRST     CLASS II
 JX1123
 JX1123.The horizontal coordinates were scaled from a topographic map and have
 JX1123.an estimated accuracy of +/- 6 seconds.
 JX1123
 JX1123.The orthometric height was determined by differential leveling
 JX1123.and adjusted by the National Geodetic Survey in June 1991..
 JX1123
 JX1123.The geoid height was determined by GEOID03.
 JX1123
 JX1123.The dynamic height is computed by dividing the NAVD 88
 JX1123.geopotential number by the normal gravity value computed on the
 JX1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1123.degrees latitude (g = 980.6199 gals.).
 JX1123
 JX1123.The modeled gravity was interpolated from observed gravity values.
 JX1123
 JX1123;                    North         East    Units  Estimated Accuracy
 JX1123;SPC WV N     -    68,350.      405,970.      MT  (+/- 180 meters Scaled)
 JX1123
 JX1123                          SUPERSEDED SURVEY CONTROL
 JX1123
 JX1123  NGVD 29 (??/??/92)  184.110  (m)          604.03   (f) ADJ UNCH    1 2
 JX1123
 JX1123.Superseded values are not recommended for survey control.
 JX1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1123.See file dsdata.txt to determine how the superseded data were derived.
 JX1123
 JX1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD357274(NAD 83)
 JX1123_MARKER: DB = BENCH MARK DISK
 JX1123_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1123_STAMPING: MACK 1933
 JX1123_MARK LOGO: CGS   
 JX1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1123
 JX1123  HISTORY     - Date     Condition        Report By
 JX1123  HISTORY     - 1933     MONUMENTED       CGS
 JX1123  HISTORY     - 1956     GOOD             NGS
 JX1123  HISTORY     - 1963     GOOD             NGS
 JX1123  HISTORY     - 1976     GOOD             NGS
 JX1123  HISTORY     - 1984     GOOD             NGS
 JX1123
 JX1123                          STATION DESCRIPTION
 JX1123
 JX1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1123'2.2 MI S FROM BELLEVILLE.
 JX1123'2.2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1123'THE STATION AT BELLEVILLE, ABOUT 0.15 MILE NORTHEAST OF THE
 JX1123'JACKSON-WOOD COUNTY LINE, ABOUT 0.1 MILE NORTH OF MILE POLE 114,
 JX1123'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF
 JX1123'RAILROAD BRIDGE NO. 113.8 OVER POND CREEK, 5 3/4 FEET EAST OF
 JX1123'EAST RAIL, 1 3/4 FEET WEST OF EAST END OF ABUTMENT AND 1 1/2
 JX1123'FEET BELOW LEVEL OF TRACK.
 JX1123
 JX1123                          STATION RECOVERY (1963)
 JX1123
 JX1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1123'RECOVERED IN GOOD CONDITION.
 JX1123
 JX1123                          STATION RECOVERY (1976)
 JX1123
 JX1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1123'RECOVERED IN GOOD CONDITION.
 JX1123
 JX1123                          STATION RECOVERY (1984)
 JX1123
 JX1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2089 ***********************************************************************
 HX2089  DESIGNATION -  MADISON
 HX2089  PID         -  HX2089
 HX2089  STATE/COUNTY-  WV/BOONE
 HX2089  USGS QUAD   -  MADISON (1976)
 HX2089
 HX2089                         *CURRENT SURVEY CONTROL
 HX2089  ___________________________________________________________________
 HX2089* NAD 83(1986)-  38 03 59.     (N)    081 49 08.     (W)     SCALED    
 HX2089* NAVD 88     -       217.997  (meters)     715.21   (feet)  ADJUSTED  
 HX2089  ___________________________________________________________________
 HX2089  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HX2089  DYNAMIC HT  -         217.840 (meters)     714.70  (feet)  COMP
 HX2089  MODELED GRAV-     979,904.2   (mgal)                       NAVD 88
 HX2089
 HX2089  VERT ORDER  -  SECOND    CLASS 0
 HX2089
 HX2089.The horizontal coordinates were scaled from a topographic map and have
 HX2089.an estimated accuracy of +/- 6 seconds.
 HX2089
 HX2089.The orthometric height was determined by differential leveling
 HX2089.and adjusted by the National Geodetic Survey in June 1991..
 HX2089.WARNING-Repeat measurements at this control monument indicate possible
 HX2089.vertical movement.
 HX2089
 HX2089.The geoid height was determined by GEOID03.
 HX2089
 HX2089.The dynamic height is computed by dividing the NAVD 88
 HX2089.geopotential number by the normal gravity value computed on the
 HX2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2089.degrees latitude (g = 980.6199 gals.).
 HX2089
 HX2089.The modeled gravity was interpolated from observed gravity values.
 HX2089
 HX2089;                    North         East    Units  Estimated Accuracy
 HX2089;SPC WV S     -   118,670.      528,150.      MT  (+/- 180 meters Scaled)
 HX2089
 HX2089                          SUPERSEDED SURVEY CONTROL
 HX2089
 HX2089  NGVD 29 (??/??/92)  218.203  (m)          715.89   (f) ADJ UNCH    2 0
 HX2089
 HX2089.Superseded values are not recommended for survey control.
 HX2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2089.See file dsdata.txt to determine how the superseded data were derived.
 HX2089
 HX2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC281134(NAD 83)
 HX2089_MARKER: DB = BENCH MARK DISK
 HX2089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2089_SP_SET: FLOOR
 HX2089_STAMPING: MADISON 1935
 HX2089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2089
 HX2089  HISTORY     - Date     Condition        Report By
 HX2089  HISTORY     - 1935     MONUMENTED       CGS
 HX2089  HISTORY     - 1958     GOOD             NGS
 HX2089  HISTORY     - 1973     GOOD             LOCSUR
 HX2089
 HX2089                          STATION DESCRIPTION
 HX2089
 HX2089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2089'AT MADISON.
 HX2089'AT MADISON, ALONG STATE STREET, BETWEEN B AND C AVENUES, AT
 HX2089'THE COURTHOUSE, IN THE NORTHEAST CORNER OF THE CONCRETE FLOOR
 HX2089'OF THE PORCH, 12 FEET NORTH OF THE CENTER OF THE MAIN (WEST)
 HX2089'ENTRANCE TO THE COURTHOUSE, 33 YARDS EAST OF THE EAST CURB OF
 HX2089'STATE STREET, 29 YARDS SOUTH OF THE SOUTH CURB OF AVENUE C, AND
 HX2089'ABOUT 13 FEET ABOVE THE LEVEL OF STATE STREET.
 HX2089
 HX2089                          STATION RECOVERY (1973)
 HX2089
 HX2089'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 HX2089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0001 ***********************************************************************
 HY0001  DESIGNATION -  MAGGIE
 HY0001  PID         -  HY0001
 HY0001  STATE/COUNTY-  WV/MASON
 HY0001  USGS QUAD   -  GALLIPOLIS (1983)
 HY0001
 HY0001                         *CURRENT SURVEY CONTROL
 HY0001  ___________________________________________________________________
 HY0001* NAD 83(1986)-  38 51 01.     (N)    082 08 16.     (W)     SCALED    
 HY0001* NAVD 88     -       174.288  (meters)     571.81   (feet)  ADJUSTED  
 HY0001  ___________________________________________________________________
 HY0001  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HY0001  DYNAMIC HT  -         174.177 (meters)     571.45  (feet)  COMP
 HY0001  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 HY0001
 HY0001  VERT ORDER  -  FIRST     CLASS II
 HY0001
 HY0001.The horizontal coordinates were scaled from a topographic map and have
 HY0001.an estimated accuracy of +/- 6 seconds.
 HY0001
 HY0001.The orthometric height was determined by differential leveling
 HY0001.and adjusted by the National Geodetic Survey in June 1991..
 HY0001
 HY0001.The geoid height was determined by GEOID03.
 HY0001
 HY0001.The dynamic height is computed by dividing the NAVD 88
 HY0001.geopotential number by the normal gravity value computed on the
 HY0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0001.degrees latitude (g = 980.6199 gals.).
 HY0001
 HY0001.The modeled gravity was interpolated from observed gravity values.
 HY0001
 HY0001;                    North         East    Units  Estimated Accuracy
 HY0001;SPC WV S     -   205,970.      501,230.      MT  (+/- 180 meters Scaled)
 HY0001
 HY0001                          SUPERSEDED SURVEY CONTROL
 HY0001
 HY0001  NGVD 29 (??/??/92)  174.482  (m)          572.45   (f) ADJ UNCH    1 2
 HY0001
 HY0001.Superseded values are not recommended for survey control.
 HY0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0001.See file dsdata.txt to determine how the superseded data were derived.
 HY0001
 HY0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD012007(NAD 83)
 HY0001_MARKER: DB = BENCH MARK DISK
 HY0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0001_SP_SET: STEPS
 HY0001_STAMPING: MAGGIE 1933
 HY0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0001
 HY0001  HISTORY     - Date     Condition        Report By
 HY0001  HISTORY     - 1933     MONUMENTED       CGS
 HY0001  HISTORY     - 1956     GOOD             NGS
 HY0001  HISTORY     - 1976     GOOD             NGS
 HY0001  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0001
 HY0001                          STATION DESCRIPTION
 HY0001
 HY0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0001'AT POINT PLEASANT.
 HY0001'AT POINT PLEASANT, ABOUT 0.6 MILE NORTH ALONG MAIN STREET FROM
 HY0001'THE POST OFFICE, ON THE WEST SIDE OF MAIN STREET A JUNCTION OF
 HY0001'12TH STREET EAST, IN THE TOP OF THE NORTH END OF THE FIRST STEP
 HY0001'DOWN FROM TOP OF FLIGHT OF STEPS LEADING TO BASEMENT ON SOUTH
 HY0001'SIDE OF THE JUNIOR HIGH SCHOOL, 88 1/2 FEET WEST OF WEST CURB OF
 HY0001'MAIN STREET, 165 FEET SOUTHWEST OF CENTER OF JUNCTION OF MAIN
 HY0001'STREET AND 12TH STREET, 26 1/2 FEET WEST OF SOUTHEAST CORNER OF
 HY0001'BUILDING AND 1/2 FOOT SOUTH OF SOUTH FACE OF BUILDING.
 HY0001
 HY0001                          STATION RECOVERY (1976)
 HY0001
 HY0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0001'RECOVERED IN GOOD CONDITION.
 HY0001
 HY0001                          STATION RECOVERY (1984)
 HY0001
 HY0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0001'NOT RECOVERED, CONSIDERED DESTROYED, NEW STEPS HAVE BEEN BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0008 ***********************************************************************
 HY0008  DESIGNATION -  MAGNETIC STATION
 HY0008  PID         -  HY0008
 HY0008  STATE/COUNTY-  WV/MASON
 HY0008  USGS QUAD   -  GALLIPOLIS (1983)
 HY0008
 HY0008                         *CURRENT SURVEY CONTROL
 HY0008  ___________________________________________________________________
 HY0008* NAD 83(1986)-  38 50 20.     (N)    082 08 26.     (W)     SCALED    
 HY0008* NAVD 88     -       171.817  (meters)     563.70   (feet)  ADJUSTED  
 HY0008  ___________________________________________________________________
 HY0008  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HY0008  DYNAMIC HT  -         171.708 (meters)     563.35  (feet)  COMP
 HY0008  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 HY0008
 HY0008  VERT ORDER  -  FIRST     CLASS II
 HY0008
 HY0008.The horizontal coordinates were scaled from a topographic map and have
 HY0008.an estimated accuracy of +/- 6 seconds.
 HY0008
 HY0008.The orthometric height was determined by differential leveling
 HY0008.and adjusted by the National Geodetic Survey in June 1991..
 HY0008
 HY0008.The geoid height was determined by GEOID03.
 HY0008
 HY0008.The dynamic height is computed by dividing the NAVD 88
 HY0008.geopotential number by the normal gravity value computed on the
 HY0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0008.degrees latitude (g = 980.6199 gals.).
 HY0008
 HY0008.The modeled gravity was interpolated from observed gravity values.
 HY0008
 HY0008;                    North         East    Units  Estimated Accuracy
 HY0008;SPC WV S     -   204,710.      500,980.      MT  (+/- 180 meters Scaled)
 HY0008
 HY0008                          SUPERSEDED SURVEY CONTROL
 HY0008
 HY0008  NGVD 29 (??/??/92)  172.013  (m)          564.35   (f) ADJ UNCH    1 2
 HY0008
 HY0008.Superseded values are not recommended for survey control.
 HY0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0008.See file dsdata.txt to determine how the superseded data were derived.
 HY0008
 HY0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC010995(NAD 83)
 HY0008_MARKER: DM = MAGNETIC STATION DISK
 HY0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0008_MARK LOGO: CGS   
 HY0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0008+STABILITY: SURFACE MOTION
 HY0008
 HY0008  HISTORY     - Date     Condition        Report By
 HY0008  HISTORY     - UNK      MONUMENTED       CGS
 HY0008  HISTORY     - 1956     GOOD             NGS
 HY0008  HISTORY     - 1984     POOR             NGS
 HY0008
 HY0008                          STATION DESCRIPTION
 HY0008
 HY0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0008'AT POINT PLEASANT.
 HY0008'AT POINT PLEASANT, ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE
 HY0008'POSTOFFICE, AT THE CONFLUENCE OF OHIO AND KANAWAH RIVERS, NEAR
 HY0008'THE SOUTH CORNER OF TU-ENDIE-WEI STATE PARK, 105 1/2 NORTHWEST
 HY0008'OF NORTHWEST CURB OF MAIN STREET, 61 FEET NORTHEAST OF NORTHEAST
 HY0008'EDGE OF RETAINING WALL, 39 1/2 FEET SOUTHEAST OF SOUTHEAST CORNER
 HY0008'OF GRAVE HEAD STONE OF COL. CHARLES LEWIS, 9 FEET EAST-SOUTHEAST
 HY0008'OF A GRANITE POST INSCRIBED OCT. 10 1774, AND IS A MAGNETIC
 HY0008'STATION DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 HY0008'INCHES.  NOTE-- THE POST IS SLIGHTLY LOOSE IN GROUND AND MAY BE
 HY0008'BROKEN UNDERGROUND, HOWEVER, IT ELEVATION MAY NOT BE DISTURBED.
 HY0008
 HY0008                          STATION RECOVERY (1984)
 HY0008
 HY0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0008'RECOVERED IN POOR CONDITION.  MARK IS LOOSE IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0584 ***********************************************************************
 HX0584  DESIGNATION -  MAGNETIC STATION
 HX0584  PID         -  HX0584
 HX0584  STATE/COUNTY-  WV/POCAHONTAS
 HX0584  USGS QUAD   -  MARLINTON (1995)
 HX0584
 HX0584                         *CURRENT SURVEY CONTROL
 HX0584  ___________________________________________________________________
 HX0584* NAD 83(1986)-  38 13 22.     (N)    080 05 42.     (W)     SCALED    
 HX0584* NAVD 88     -       650.291  (meters)    2133.50   (feet)  ADJUSTED  
 HX0584  ___________________________________________________________________
 HX0584  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX0584  DYNAMIC HT  -         649.770 (meters)    2131.79  (feet)  COMP
 HX0584  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 HX0584
 HX0584  VERT ORDER  -  SECOND    CLASS 0
 HX0584
 HX0584.The horizontal coordinates were scaled from a topographic map and have
 HX0584.an estimated accuracy of +/- 6 seconds.
 HX0584
 HX0584.The orthometric height was determined by differential leveling
 HX0584.and adjusted by the National Geodetic Survey in June 1991..
 HX0584
 HX0584.The geoid height was determined by GEOID03.
 HX0584
 HX0584.The dynamic height is computed by dividing the NAVD 88
 HX0584.geopotential number by the normal gravity value computed on the
 HX0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0584.degrees latitude (g = 980.6199 gals.).
 HX0584
 HX0584.The modeled gravity was interpolated from observed gravity values.
 HX0584
 HX0584;                    North         East    Units  Estimated Accuracy
 HX0584;SPC WV S     -   136,100.      679,240.      MT  (+/- 180 meters Scaled)
 HX0584
 HX0584                          SUPERSEDED SURVEY CONTROL
 HX0584
 HX0584  NGVD 29 (??/??/92)  650.370  (m)         2133.76   (f) ADJ UNCH    2 0
 HX0584
 HX0584.Superseded values are not recommended for survey control.
 HX0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0584.See file dsdata.txt to determine how the superseded data were derived.
 HX0584
 HX0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC792309(NAD 83)
 HX0584_MARKER: DM = MAGNETIC STATION DISK
 HX0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0584+STABILITY: SURFACE MOTION
 HX0584
 HX0584  HISTORY     - Date     Condition        Report By
 HX0584  HISTORY     - UNK      MONUMENTED       CGS
 HX0584  HISTORY     - 1934     GOOD             NGS
 HX0584  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0584
 HX0584                          STATION DESCRIPTION
 HX0584
 HX0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX0584'AT MARLINTON.
 HX0584'AT MARLINTON, POCAHONTAS COUNTY, IN THE COUNTY COURTHOUSE YARD,
 HX0584'55 FEET SOUTH OF THE IRON FENCE ALONG THE NORTH SIDE OF THE YARD,
 HX0584'55 FEET EAST OF THE IRON FENCE ALONG THE WEST SIDE OF THE YARD,
 HX0584'AND 51 FEET NORTH OF THE NORTHWEST CORNER OF THE BUILDING.  A
 HX0584'STANDARD MAGNETIC-STATION DISK, SET IN THE TOP OF A CONCRETE
 HX0584'POST.
 HX0584
 HX0584                          STATION RECOVERY (1983)
 HX0584
 HX0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0584'NOT RECOVERED, COURTHOUSE OFFICIALS REPORTED THAT THE LAWN HAD BEEN
 HX0584'FILLED AND THEY DID NOT KNOW HOW DEEP THE MARK WAS COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0585 ***********************************************************************
 HX0585  DESIGNATION -  MAGNETIC STATION USGS
 HX0585  PID         -  HX0585
 HX0585  STATE/COUNTY-  WV/POCAHONTAS
 HX0585  USGS QUAD   -  MARLINTON (1995)
 HX0585
 HX0585                         *CURRENT SURVEY CONTROL
 HX0585  ___________________________________________________________________
 HX0585* NAD 83(1986)-  38 13 22.     (N)    080 05 42.     (W)     SCALED    
 HX0585* NAVD 88     -       651.222  (meters)    2136.55   (feet)  ADJUSTED  
 HX0585  ___________________________________________________________________
 HX0585  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX0585  DYNAMIC HT  -         650.700 (meters)    2134.84  (feet)  COMP
 HX0585  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 HX0585
 HX0585  VERT ORDER  -  SECOND    CLASS 0
 HX0585
 HX0585.The horizontal coordinates were scaled from a topographic map and have
 HX0585.an estimated accuracy of +/- 6 seconds.
 HX0585
 HX0585.The orthometric height was determined by differential leveling
 HX0585.and adjusted by the National Geodetic Survey in June 1991..
 HX0585
 HX0585.The geoid height was determined by GEOID03.
 HX0585
 HX0585.The dynamic height is computed by dividing the NAVD 88
 HX0585.geopotential number by the normal gravity value computed on the
 HX0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0585.degrees latitude (g = 980.6199 gals.).
 HX0585
 HX0585.The modeled gravity was interpolated from observed gravity values.
 HX0585
 HX0585;                    North         East    Units  Estimated Accuracy
 HX0585;SPC WV S     -   136,100.      679,240.      MT  (+/- 180 meters Scaled)
 HX0585
 HX0585                          SUPERSEDED SURVEY CONTROL
 HX0585
 HX0585  NGVD 29 (??/??/92)  651.30   (m)         2136.8    (f) COMPUTED    2 0
 HX0585
 HX0585.Superseded values are not recommended for survey control.
 HX0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0585.See file dsdata.txt to determine how the superseded data were derived.
 HX0585
 HX0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC792309(NAD 83)
 HX0585_MARKER: DM = MAGNETIC STATION DISK
 HX0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0585+STABILITY: SURFACE MOTION
 HX0585
 HX0585  HISTORY     - Date     Condition        Report By
 HX0585  HISTORY     - UNK      MONUMENTED       USGS
 HX0585  HISTORY     - 1934     GOOD             NGS
 HX0585  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0585
 HX0585                          STATION DESCRIPTION
 HX0585
 HX0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX0585'AT MARLINTON.
 HX0585'AT MARLINTON, POCAHONTAS COUNTY, IN THE COUNTY COURTHOUSE YARD,
 HX0585'9 FEET NORTH OF THE NORTH END OF THE STEPS AT THE WEST ENTRANCE,
 HX0585'6 FEET WEST OF THE WEST FACE, AND ABOUT 18 INCHES HIGHER THAN
 HX0585'THE CONCRETE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HX0585'MAGNETIC-STATION DISK, SET IN THE TOP OF A CONCRETE POST.
 HX0585
 HX0585                          STATION RECOVERY (1983)
 HX0585
 HX0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0585'NOT RECOVERED, THE MARK IS CONSIDERED DESTROYED AS THE STEPS HAVE BEEN
 HX0585'REBUILT AND COVER MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1855 ***********************************************************************
 JX1855  DESIGNATION -  MALONE
 JX1855  PID         -  JX1855
 JX1855  STATE/COUNTY-  WV/MONONGALIA
 JX1855  USGS QUAD   -  RIVESVILLE (1976)
 JX1855
 JX1855                         *CURRENT SURVEY CONTROL
 JX1855  ___________________________________________________________________
 JX1855* NAD 83(1995)-  39 33 01.01142(N)    080 01 36.24783(W)     ADJUSTED  
 JX1855* NAVD 88     -       439.6    (meters)    1442.     (feet)  VERTCON   
 JX1855  ___________________________________________________________________
 JX1855  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 JX1855  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JX1855
 JX1855  HORZ ORDER  -  FIRST
 JX1855
 JX1855.The horizontal coordinates were established by classical geodetic methods
 JX1855.and adjusted by the National Geodetic Survey in April 1998..
 JX1855
 JX1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1855
 JX1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1855
 JX1855.The geoid height was determined by GEOID03.
 JX1855
 JX1855;                    North         East     Units Scale Factor Converg.
 JX1855;SPC WV N     -   116,731.741   554,729.243   MT  0.99994161   -0 20 09.4
 JX1855;UTM  17      - 4,378,297.003   583,620.765   MT  0.99968609   +0 37 11.2
 JX1855
 JX1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1855!SPC WV N     -   0.99993613  x   0.99994161  =   0.99987774
 JX1855!UTM  17      -   0.99993613  x   0.99968609  =   0.99962224
 JX1855
 JX1855|---------------------------------------------------------------------|
 JX1855| PID    Reference Object                     Distance      Geod. Az  |
 JX1855|                                                           dddmmss.s |
 JX1855| CX4098 MALONE RM 1                                        08708     |
 JX1855| JW1353 RIDGEDALE ATT MICROWAVE             APPROX.10.7 KM 1080744.4 |
 JX1855| CX4097 MALONE AZ MK                                       1413942.1 |
 JX1855| CX4099 MALONE RM 2                                        26444     |
 JX1855|---------------------------------------------------------------------|
 JX1855
 JX1855                          SUPERSEDED SURVEY CONTROL
 JX1855
 JX1855  NAD 83(1986)-  39 33 01.01710(N)    080 01 36.25674(W) AD(       ) 1
 JX1855  NAD 27      -  39 33 00.71753(N)    080 01 37.00615(W) AD(       ) 1
 JX1855  NGVD 29 (02/08/94)  439.8    (m)         1443.     (f) GPS OBS        
 JX1855
 JX1855.Superseded values are not recommended for survey control.
 JX1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1855.See file dsdata.txt to determine how the superseded data were derived.
 JX1855
 JX1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8362178297(NAD 83)
 JX1855_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JX1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1855_SP_SET: CONCRETE POST
 JX1855_MARK LOGO: NGS   
 JX1855_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1855+STABILITY: SURFACE MOTION
 JX1855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1855+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 JX1855
 JX1855  HISTORY     - Date     Condition        Report By
 JX1855  HISTORY     - 1975     MONUMENTED       NGS
 JX1855  HISTORY     - 1975     GOOD             NGS
 JX1855  HISTORY     - 19890125 GOOD             HARTMN
 JX1855
 JX1855                          STATION DESCRIPTION
 JX1855
 JX1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX1855'THE STATION IS ABOUT 7 MILES NORTHEAST OF FAIRMONT, 6-1/2 MILES
 JX1855'SOUTHWEST OF MORGANTOWN, ON TOP OF A BARE KNOLL IN PASTURE LAND
 JX1855'AND ON PROPERTY OWNED BY W.F. MALONE, WHO LIVES IN A STONE HOUSE
 JX1855'ABOUT 0.15 MILE WEST OF THE STATION.
 JX1855'
 JX1855'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119 AND
 JX1855'STATE HIGHWAY 73 IN THE SOUTHEAST EDGE OF MORGANTOWN, GO SOUTH
 JX1855'ON HIGHWAY 73 FOR 1.8 MILES TO WHERE INTERSTATE HIGHWAY 79
 JX1855'CROSSES OVER HIGHWAY 73.  CONTINUE SOUTH ON HIGHWAY 73 FOR 5.6
 JX1855'MILES TO THE JUNCTION WITH HALLOCK ROAD ON THE LEFT.  CONTINUE
 JX1855'SOUTH ON HIGHWAY 73 FOR 1.75 MILES TO A SIDE ROAD RIGHT.  TURN
 JX1855'RIGHT FOR ABOUT 75 FEET TO A SIDE ROAD RIGHT AND A SIGN,
 JX1855'OPEKISKA LOCK 3 MILES.  TURN RIGHT AND GO NORTH-NORTHWEST ON A
 JX1855'NARROW, CROOKED PAVED ROAD FOR 2.2 MILES TO A REVERSE FORK
 JX1855'AND A GATE LEADING INTO A PASTURE ON THE RIGHT.  TURN SHARP
 JX1855'RIGHT INTO PASTURE, THEN BEAR LEFT AND GO NORTHEAST UP STEEP
 JX1855'HILL ACROSS THE PASTURE FOR 0.2 MILE TO THE TOP OF HILL, A FENCE
 JX1855'AND THE STATION.
 JX1855'
 JX1855'STATION MARKS ARE STANDARD DISKS, STAMPED---MALONE 1975---.  THE
 JX1855'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JX1855'MONUMENT, THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 21.8 FEET
 JX1855'EAST OF THE EAST GATE POST OF A METAL GATE, 5.7 FEET EAST OF A
 JX1855'WITNESS POST AND 1.0 FOOT NORTH-NORTHEAST OF THE FENCE.  THE
 JX1855'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE, 36
 JX1855'INCHES BELOW THE GROUND SURFACE.
 JX1855'
 JX1855'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---MALONE NO 1 1975---,
 JX1855'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 JX1855'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 72.0 FEET EAST OF THE
 JX1855'WITNESS POST, 0.6 FOOT SOUTH OF THE FENCE AND ABOUT 3 FEET LOWER
 JX1855'THAN THE STATION.
 JX1855'
 JX1855'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---MALONE NO 2 1975---,
 JX1855'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 JX1855'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 63.8 FEET WEST OF THE
 JX1855'WITNESS POST, 47.5 FEET WEST OF THE EAST GATE POST OF THE METAL
 JX1855'GATE, 0.7 FOOT SOUTH OF THE FENCE AND ABOUT 2 FEET LOWER THAN THE
 JX1855'STATION.
 JX1855'
 JX1855'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED---AZ
 JX1855'MALONE 1975---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JX1855'MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 3.2 FEET EAST OF
 JX1855'A FENCE CORNER POST, 1.4 FEET WEST OF A WITNESS POST AND 0.7 FOOT
 JX1855'NORTH OF A FENCE.
 JX1855'
 JX1855'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ACROSS THE
 JX1855'PASTURE FOR 0.15 MILE TO A FENCE CORNER AND THE MARK.
 JX1855'
 JX1855'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 JX1855'MEASUREMENTS TO BOTH REFERENCE MARKS ARE SLOPE DUE TO
 JX1855'EXTREMELY DIFFICULT TERRAIN.
 JX1855
 JX1855                          STATION RECOVERY (1975)
 JX1855
 JX1855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JX1855'RECOVERED IN GOOD CONDITION.
 JX1855
 JX1855                          STATION RECOVERY (1989)
 JX1855
 JX1855'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX1855'RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2263 ***********************************************************************
 HY2263  DESIGNATION -  MANN
 HY2263  PID         -  HY2263
 HY2263  STATE/COUNTY-  WV/LINCOLN
 HY2263  USGS QUAD   -  RANGER (1976)
 HY2263
 HY2263                         *CURRENT SURVEY CONTROL
 HY2263  ___________________________________________________________________
 HY2263* NAD 83(1995)-  38 01 27.14143(N)    082 12 05.72238(W)     ADJUSTED  
 HY2263* NAVD 88     -       436.8    (meters)    1433.     (feet)  VERTCON   
 HY2263  ___________________________________________________________________
 HY2263  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 HY2263  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HY2263
 HY2263  HORZ ORDER  -  SECOND
 HY2263
 HY2263.The horizontal coordinates were established by classical geodetic methods
 HY2263.and adjusted by the National Geodetic Survey in April 1998..
 HY2263
 HY2263.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2263
 HY2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2263
 HY2263.The geoid height was determined by GEOID03.
 HY2263
 HY2263;                    North         East     Units Scale Factor Converg.
 HY2263;SPC WV S     -   114,358.491   494,506.518   MT  0.99992957   -0 44 34.1
 HY2263;UTM  17      - 4,209,181.995   394,536.450   MT  0.99973699   -0 44 24.9
 HY2263
 HY2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2263!SPC WV S     -   0.99993658  x   0.99992957  =   0.99986615
 HY2263!UTM  17      -   0.99993658  x   0.99973699  =   0.99967358
 HY2263
 HY2263|---------------------------------------------------------------------|
 HY2263| PID    Reference Object                     Distance      Geod. Az  |
 HY2263|                                                           dddmmss.s |
 HY2263| HY2264 MANN STATE FOREST SERVICE LOT        10.817 METERS 01731     |
 HY2263| DB9674 MANN RM 2                            17.605 METERS 08337     |
 HY2263| DB9672 MANN AZ MK                                         1315112.0 |
 HY2263| DB9673 MANN RM 1                            21.342 METERS 35433     |
 HY2263|---------------------------------------------------------------------|
 HY2263
 HY2263                          SUPERSEDED SURVEY CONTROL
 HY2263
 HY2263  NAD 83(1995)-  38 01 27.14313(N)    082 12 05.72376(W) AD(       ) 2
 HY2263  NAD 83(1986)-  38 01 27.14839(N)    082 12 05.72770(W) AD(       ) 2
 HY2263  NAD 27      -  38 01 26.80350(N)    082 12 06.22670(W) AD(       ) 2
 HY2263  NGVD 29 (07/19/86)  437.0    (m)         1434.     (f) VERT ANG       
 HY2263
 HY2263.Superseded values are not recommended for survey control.
 HY2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2263.See file dsdata.txt to determine how the superseded data were derived.
 HY2263
 HY2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9453609182(NAD 83)
 HY2263_MARKER: DS = TRIANGULATION STATION DISK
 HY2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2263
 HY2263  HISTORY     - Date     Condition        Report By
 HY2263  HISTORY     - 1957     MONUMENTED       CGS
 HY2263
 HY2263                          STATION DESCRIPTION
 HY2263
 HY2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2263'THE STATION IS ABOUT 16-1/2 MILES NORTHWEST OF LOGAN AND 4 MILES WEST
 HY2263'OF HARTS, AT THE HEAD OF LITTLE HART CREEK AND ABOUT 1/2 MILE EAST
 HY2263'OF THE WAYNE LINCOLN COUNTY LINE, ON THE SAME HILL AS THE MANN STATE
 HY2263'FOREST SERVICE LOOKOUT TOWER.  THE HILL IS KNOWN LOCALLY AS THE MANN
 HY2263'KNOB.
 HY2263'
 HY2263'TO REACH FROM THE ROAD JUNCTION AT THE SOUTH END OF STEEL BRIDGE, IN
 HY2263'HARTS, GO NORTHWESTERLY ON STATE HIGHWAY 10 FOR 1.7 MILES TO THE
 HY2263'STEEL BRIDGE ACROSS LITTLE HART CREEK.  CONTINUE ON HIGHWAY 10 FOR
 HY2263'0.1 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT, GO 1.25 MILES TO A
 HY2263'ROAD FORK JUST AFTER PASSING A SCHOOL HOUSE ON THE RIGHT.  KEEP
 HY2263'RIGHT FORK, GO 0.8 MILE TO A ROAD FORK.  KEEP RIGHT FORK, GO 0.75
 HY2263'MILE TO A ROAD FORK AT STORE ON THE LEFT.  KEEP RIGHT FORK, GO 0.45
 HY2263'MILE TO A ROAD FORK JUST AFTER PASSING A LOG BARN ON THE RIGHT.
 HY2263'(FROM HERE A 4 WHEEL DRIVE TRUCK IS NEEDED IN WET WEATHER) TAKE LEFT
 HY2263'FORK, CROSS A WASH AND CONTINUE UP STEEP GRADE FOR 0.7 MILE TO WHERE
 HY2263'A POWER LINE CROSSES OVER ROAD AND A ROAD FORK.  KEEP RIGHT FORK, UP
 HY2263'HILL, GO 0.25 MILE TO A ROAD FORK AND THE AZIMUTH MARK.  KEEP RIGHT
 HY2263'FORK, GO 0.1 MILE TO A ROAD FORK.  TAKE LEFT FORK, UP HILL, GO 0.2
 HY2263'MILE TO LOOKOUT TOWER AND THE STATION.
 HY2263'
 HY2263'STATION MARKS ARE STANDARD DISKS STAMPED MANN 1957.  THE SURFACE DISK
 HY2263'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 HY2263'IT IS 42 FEET WEST OF A POWER LINE POLE WITH TRANSFORMER, 32 FEET
 HY2263'SOUTHWEST OF THE SOUTHEAST LEG OF LOOKOUT TOWER, AND 25 FEET SOUTH OF
 HY2263'THE SOUTHWEST LEG OF LOOKOUT TOWER.  THE UNDERGROUND DISK IS SET IN
 HY2263'AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF GROUND.
 HY2263'
 HY2263'REFERENCE MARK NO.1, A STANDARD DISK STAMPED MANN NO 1 1957, IS SET
 HY2263'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 30 FEET
 HY2263'WEST SOUTHWEST OF THE NORTHWEST CORNER OF A CINDER BLOCK BUILDING
 HY2263'AND 28 FEET NORTH NORTHWEST OF THE NORTHWEST LEG OF LOOKOUT TOWER.
 HY2263'
 HY2263'REFERENCE MARK NO.2, A STANDARD DISK STAMPED MANN NO 2 1957, IS SET
 HY2263'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 61 FEET
 HY2263'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING AND 19 FEET
 HY2263'EAST SOUTHEAST OF THE POWER LINE POLE WITH TRANSFORMER.
 HY2263'
 HY2263'AZIMUTH MARK, A STANDARD DISK STAMPED MANN 1957, IS SET IN A SQUARE
 HY2263'CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS BETWEEN THE ROAD FORKS
 HY2263'90 FEET WEST OF THE JUNCTION, 30 FEET NORTH OF THE CENTER OF SOUTH
 HY2263'ROAD AND 12 FEET SOUTH OF THE CENTER OF NORTH ROAD.  A STANDARD
 HY2263'WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
 HY2263'
 HY2263'HEIGHT OF LIGHT ABOVE STATION MARK 26.20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2264 ***********************************************************************
 HY2264  DESIGNATION -  MANN STATE FOREST SERVICE LOT
 HY2264  PID         -  HY2264
 HY2264  STATE/COUNTY-  WV/LINCOLN
 HY2264  USGS QUAD   -  RANGER (1976)
 HY2264
 HY2264                         *CURRENT SURVEY CONTROL
 HY2264  ___________________________________________________________________
 HY2264* NAD 83(1995)-  38 01 27.47601(N)    082 12 05.58891(W)     ADJUSTED  
 HY2264* NAVD 88     -                                                        
 HY2264  ___________________________________________________________________
 HY2264  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 HY2264  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HY2264
 HY2264  HORZ ORDER  -  THIRD
 HY2264
 HY2264.The horizontal coordinates were established by classical geodetic methods
 HY2264.and adjusted by the National Geodetic Survey in April 1998..
 HY2264
 HY2264
 HY2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2264
 HY2264.The geoid height was determined by GEOID03.
 HY2264
 HY2264;                    North         East     Units Scale Factor Converg.
 HY2264;SPC WV S     -   114,368.763   494,509.907   MT  0.99992957   -0 44 34.1
 HY2264;UTM  17      - 4,209,192.265   394,539.838   MT  0.99973698   -0 44 24.8
 HY2264
 HY2264                          SUPERSEDED SURVEY CONTROL
 HY2264
 HY2264  NAD 83(1995)-  38 01 27.47771(N)    082 12 05.59030(W) AD(       ) 4
 HY2264  NAD 83(1986)-  38 01 27.48298(N)    082 12 05.59425(W) AD(       ) 4
 HY2264  NAD 27      -  38 01 27.13800(N)    082 12 06.09300(W) AD(       ) 3
 HY2264
 HY2264.Superseded values are not recommended for survey control.
 HY2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2264.See file dsdata.txt to determine how the superseded data were derived.
 HY2264
 HY2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9454009192(NAD 83)
 HY2264_MARKER: 57 = LOOKOUT TOWER
 HY2264
 HY2264  HISTORY     - Date     Condition        Report By
 HY2264  HISTORY     - 1957     FIRST OBSERVED   CGS
 HY2264
 HY2264                          STATION DESCRIPTION
 HY2264
 HY2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2264'THE STATION IS THE TOP CENTER OF THE STATE FOREST SERVICE LOOKOUT
 HY2264'TOWER WHICH IS ABOUT 4 MILES WEST OF HARTS ON THE HIGHEST PART OF A
 HY2264'HILL WHICH IS KNOWN LOCALLY AS MANN KNOB.
 HY2264'
 HY2264'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MANN,
 HY2264'DISTANCE BEING 35.49 FEET (10.819 METERS) NORTH OF STATION MANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2625 ***********************************************************************
 HX2625  DESIGNATION -  MARIE
 HX2625  PID         -  HX2625
 HX2625  STATE/COUNTY-  WV/JACKSON
 HX2625  USGS QUAD   -  RAVENSWOOD (1994)
 HX2625
 HX2625                         *CURRENT SURVEY CONTROL
 HX2625  ___________________________________________________________________
 HX2625* NAD 83(1986)-  38 55 35.     (N)    081 47 41.     (W)     SCALED    
 HX2625* NAVD 88     -       178.123  (meters)     584.39   (feet)  ADJUSTED  
 HX2625  ___________________________________________________________________
 HX2625  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 HX2625  DYNAMIC HT  -         178.008 (meters)     584.01  (feet)  COMP
 HX2625  MODELED GRAV-     979,982.0   (mgal)                       NAVD 88
 HX2625
 HX2625  VERT ORDER  -  FIRST     CLASS II
 HX2625
 HX2625.The horizontal coordinates were scaled from a topographic map and have
 HX2625.an estimated accuracy of +/- 6 seconds.
 HX2625
 HX2625.The orthometric height was determined by differential leveling
 HX2625.and adjusted by the National Geodetic Survey in June 1991..
 HX2625.WARNING-Repeat measurements at this control monument indicate possible
 HX2625.vertical movement.
 HX2625
 HX2625.The geoid height was determined by GEOID03.
 HX2625
 HX2625.The dynamic height is computed by dividing the NAVD 88
 HX2625.geopotential number by the normal gravity value computed on the
 HX2625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2625.degrees latitude (g = 980.6199 gals.).
 HX2625
 HX2625.The modeled gravity was interpolated from observed gravity values.
 HX2625
 HX2625;                    North         East    Units  Estimated Accuracy
 HX2625;SPC WV S     -   214,110.      531,090.      MT  (+/- 180 meters Scaled)
 HX2625
 HX2625                          SUPERSEDED SURVEY CONTROL
 HX2625
 HX2625  NGVD 29 (??/??/92)  178.295  (m)          584.96   (f) ADJ UNCH    1 2
 HX2625
 HX2625.Superseded values are not recommended for survey control.
 HX2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2625.See file dsdata.txt to determine how the superseded data were derived.
 HX2625
 HX2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD311089(NAD 83)
 HX2625_MARKER: DB = BENCH MARK DISK
 HX2625_SETTING: 66 = SET IN ROCK OUTCROP
 HX2625_SP_SET: ROCK OUTCROP
 HX2625_STAMPING: MARIE 1933
 HX2625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2625+STABILITY: POSITION/ELEVATION WELL
 HX2625
 HX2625  HISTORY     - Date     Condition        Report By
 HX2625  HISTORY     - 1933     MONUMENTED       CGS
 HX2625  HISTORY     - 1943     GOOD             NGS
 HX2625  HISTORY     - 1984     MARK NOT FOUND   NGS
 HX2625
 HX2625                          STATION DESCRIPTION
 HX2625
 HX2625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HX2625'4 MI SW FROM RAVENSWOOD.
 HX2625'4.0 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2625'THE STATION AT RAVENSWOOD, 7 POLES NORTHWEST OF THE FLAG STATION
 HX2625'AT PLEASANT VIEW, 41.4 FEET SOUTH ACROSS THE TRACK FROM THE
 HX2625'SECOND POLE NORTHWEST OF POLE 132+10, 9.5 FEET SOUTHWEST OF THE
 HX2625'CENTERLINE OF THE TRACK, IN THE TOP OF THE NORTHEAST END OF A SMALL
 HX2625'SANDSTONE OUTCROP, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 HX2625'DISK, STAMPED MARIE 1933.
 HX2625
 HX2625                          STATION RECOVERY (1984)
 HX2625
 HX2625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2625'NOT RECOVERED, RAILROAD SHOULDER HAS BEEN BUILT UP WITH CRUSHED ROCK,
 HX2625'BELIEVED COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3541 ***********************************************************************
 HW3541  DESIGNATION -  MARLIN
 HW3541  PID         -  HW3541
 HW3541  STATE/COUNTY-  WV/POCAHONTAS
 HW3541  USGS QUAD   -  MINNEHAHA SPRINGS (1995)
 HW3541
 HW3541                         *CURRENT SURVEY CONTROL
 HW3541  ___________________________________________________________________
 HW3541* NAD 83(1995)-  38 14 48.96697(N)    079 59 45.90989(W)     ADJUSTED  
 HW3541* NAVD 88     -      1013.8    (meters)    3326.     (feet)  VERTCON   
 HW3541  ___________________________________________________________________
 HW3541  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HW3541  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HW3541
 HW3541  HORZ ORDER  -  THIRD
 HW3541
 HW3541.The horizontal coordinates were established by classical geodetic methods
 HW3541.and adjusted by the National Geodetic Survey in April 1998..
 HW3541
 HW3541.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3541
 HW3541.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3541
 HW3541.The geoid height was determined by GEOID03.
 HW3541
 HW3541;                    North         East     Units Scale Factor Converg.
 HW3541;SPC WV S     -   138,871.476   687,871.541   MT  0.99992627   +0 37 14.2
 HW3541;UTM  17      - 4,233,690.027   587,845.648   MT  0.99969504   +0 37 17.5
 HW3541
 HW3541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3541!SPC WV S     -   0.99984580  x   0.99992627  =   0.99977208
 HW3541!UTM  17      -   0.99984580  x   0.99969504  =   0.99954088
 HW3541
 HW3541:                Primary Azimuth Mark                     Grid Az
 HW3541:SPC WV S     -  THORNY MOUNTAIN LOOKOUT TOWER            030 01 46.6
 HW3541:UTM  17      -  THORNY MOUNTAIN LOOKOUT TOWER            030 01 43.3
 HW3541
 HW3541|---------------------------------------------------------------------|
 HW3541| PID    Reference Object                     Distance      Geod. Az  |
 HW3541|                                                           dddmmss.s |
 HW3541| HW3552 THORNY MOUNTAIN LOOKOUT TOWER       APPROX. 8.6 KM 0303900.8 |
 HW3541| DC4626 MARLIN RM 1                          18.263 METERS 09318     |
 HW3541| HW3538 HIGH POINT LOOKOUT TOWER            APPROX.20.0 KM 1695407.6 |
 HW3541| DC4627 MARLIN RM 2                          17.658 METERS 29954     |
 HW3541|---------------------------------------------------------------------|
 HW3541
 HW3541                          SUPERSEDED SURVEY CONTROL
 HW3541
 HW3541  NAD 83(1995)-  38 14 48.96796(N)    079 59 45.91674(W) AD(       ) 3
 HW3541  NAD 83(1986)-  38 14 48.96869(N)    079 59 45.91975(W) AD(       ) 3
 HW3541  NAD 27      -  38 14 48.52960(N)    079 59 46.69860(W) AD(       ) 3
 HW3541  NGVD 29 (07/19/86) 1013.9    (m)         3326.     (f) VERT ANG       
 HW3541
 HW3541.Superseded values are not recommended for survey control.
 HW3541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3541.See file dsdata.txt to determine how the superseded data were derived.
 HW3541
 HW3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC8784633690(NAD 83)
 HW3541_MARKER: DS = TRIANGULATION STATION DISK
 HW3541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3541
 HW3541  HISTORY     - Date     Condition        Report By
 HW3541  HISTORY     - 1957     MONUMENTED       CGS
 HW3541
 HW3541                          STATION DESCRIPTION
 HW3541
 HW3541'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3541'THE STATION IS APPROXIMATELY 11 MILES SOUTH-SOUTHWEST OF CASS, 5.5
 HW3541'MILES EAST- NORTHEAST OF
 HW3541'MARLINGTON, 4 MILES NORTH OF HUNTERSVILLE AND ON THE NORTH END OF
 HW3541'MARLIN MOUNTAIN.
 HW3541'
 HW3541'TO REACH FROM THE POST OFFICE IN HUNTERSVILLE, GO WEST ON STATE
 HW3541'HIGHWAY 39 FOR 2.5 MILES TO
 HW3541'A SIDE ROAD RIGHT AT SIGN MARLIN MTN. TRAIL, TURN RIGHT ON STEEP
 HW3541'TRACK ROAD (4 WHEEL DRIVE TRUCK
 HW3541'NEEDED FROM THIS POINT) GO 1.5 MILES TO A DIM TRACK ROAD ON
 HW3541'THE RIGHT AT TWO TREES WITH TRIANGLE BLAZES,
 HW3541'TURN RIGHT BETWEEN THE TWO BLAZED TREES
 HW3541'AND FOLLOW THE DIM TRACK ROAD FOR 3.9 MILES TO THE TOP OF A
 HW3541'RIDGE, TURN SHARP LEFT, GO 0.1
 HW3541'MILE TO THE STATION ON THE LEFT.
 HW3541'
 HW3541'STATION MARKS ARE STANDARD DISKS STAMPED MARLIN 1957.  THE SURFACE
 HW3541'DISK IS SET IN A SQUARE
 HW3541'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 39.5 FEET SOUTHWEST OF
 HW3541'A 1 FOOT HICKORY TREE WITH A
 HW3541'TRIANGLE BLAZE ON THE EAST SIDE, 30.5 FEET SOUTH-SOUTHEAST
 HW3541'OF A 1 FOOT HICKORY TREE WITH A TRIANGLE
 HW3541'BLAZE ON THE EAST SIDE AND 25 FEET SOUTHWEST
 HW3541'OF THE CENTER OF THE TRACK ROAD.  THE UNDERGROUND DISK IS
 HW3541'SET IN AN IRREGULAR MASS OF
 HW3541'CONCRETE 25 INCHES BELOW THE SURFACE OF THE GROUND.  A STANDARD
 HW3541'WITNESS POST WAS SET 4.5 FEET
 HW3541'NORTH OF THE MARK.
 HW3541'
 HW3541'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MARLIN NO 1 1957, IS
 HW3541'SET IN A SQUARE CONCRETE
 HW3541'POST WHICH PROJECTS 5 INCHES.  IT IS 49 FEET SOUTH-SOUTHEAST OF A 1
 HW3541'FOOT HICKORY TREE WITH A TRIANGLE
 HW3541'BLAZE ON THE EAST SIDE AND 6.5 FEET SOUTHWEST OF THE
 HW3541'CENTER OF THE TRACK ROAD.
 HW3541'
 HW3541'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MARLIN NO 2 1957, IS
 HW3541'SET IN A SQUARE CONCRETE
 HW3541'POST WHICH PROJECTS 5 INCHES.  IT IS 38 FEET WEST OF A 1 FOOT HICKORY
 HW3541'TREE WITH A TRIANGLE BLAZE ON THE
 HW3541'EAST SIDE AND 7.5 FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD.
 HW3541'
 HW3541'NOTE- NO AZIMUTH MARK SET FOR THIS STATION.
 HW3541'
 HW3541'HEIGHT OF LIGHT ABOVE STATION MARK 25.15 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3172 ***********************************************************************
 HX3172  CBN         -  This is a Cooperative Base Network Control Station.
 HX3172  DESIGNATION -  MARLINTON
 HX3172  PID         -  HX3172
 HX3172  STATE/COUNTY-  WV/POCAHONTAS
 HX3172  USGS QUAD   -  MARLINTON (1995)
 HX3172
 HX3172                         *CURRENT SURVEY CONTROL
 HX3172  ___________________________________________________________________
 HX3172* NAD 83(1995)-  38 12 55.65820(N)    080 04 44.53239(W)     ADJUSTED  
 HX3172* NAVD 88     -       705.0    (meters)    2313.     (feet)  GPS OBS   
 HX3172  ___________________________________________________________________
 HX3172  X           -     864,583.171 (meters)                     COMP
 HX3172  Y           -  -4,943,159.117 (meters)                     COMP
 HX3172  Z           -   3,924,679.146 (meters)                     COMP
 HX3172  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 HX3172  ELLIP HEIGHT-         674.07  (meters)          (04/23/01) GPS OBS
 HX3172  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX3172
 HX3172  HORZ ORDER  -  A
 HX3172  ELLP ORDER  -  FOURTH    CLASS I
 HX3172
 HX3172.The horizontal coordinates were established by GPS observations
 HX3172.and adjusted by the National Geodetic Survey in April 2001..
 HX3172
 HX3172.The orthometric height was determined by GPS observations and a
 HX3172.high-resolution geoid model.
 HX3172
 HX3172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX3172
 HX3172.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3172
 HX3172.The ellipsoidal height was determined by GPS observations
 HX3172.and is referenced to NAD 83.
 HX3172
 HX3172.The geoid height was determined by GEOID03.
 HX3172
 HX3172;                    North         East     Units Scale Factor Converg.
 HX3172;SPC WV S     -   135,302.797   680,645.916   MT  0.99992582   +0 34 09.6
 HX3172;UTM  17      - 4,230,122.117   580,621.788   MT  0.99968005   +0 34 11.1
 HX3172
 HX3172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3172!SPC WV S     -   0.99989424  x   0.99992582  =   0.99982007
 HX3172!UTM  17      -   0.99989424  x   0.99968005  =   0.99957433
 HX3172
 HX3172                          SUPERSEDED SURVEY CONTROL
 HX3172
 HX3172  NAD 83(1995)-  38 12 55.65753(N)    080 04 44.53224(W) AD(       ) 1
 HX3172  ELLIP H (04/01/98)  674.14   (m)                       GP(       ) 4 1
 HX3172  NAD 83(1986)-  38 12 55.66061(N)    080 04 44.54826(W) AD(       ) 1
 HX3172
 HX3172.Superseded values are not recommended for survey control.
 HX3172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3172.See file dsdata.txt to determine how the superseded data were derived.
 HX3172
 HX3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC8062230122(NAD 83)
 HX3172_MARKER: DD = SURVEY DISK
 HX3172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3172_SP_SET: CONCRETE POST
 HX3172_STAMPING: MARLINTON GPS 1992
 HX3172_MARK LOGO: USFS  
 HX3172_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX3172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX3172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX3172+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2000
 HX3172
 HX3172  HISTORY     - Date     Condition        Report By
 HX3172  HISTORY     - 1992     MONUMENTED       USFS
 HX3172  HISTORY     - 20000327 GOOD             WVALS
 HX3172
 HX3172                          STATION DESCRIPTION
 HX3172
 HX3172'DESCRIBED BY US FOREST SERVICE 1992
 HX3172'LOCATED AT MARLINTON RANGER STATION IN THE COUNTY OF POCAHONTAS IN THE
 HX3172'STATE OF WEST VIRGINIA.
 HX3172'TO REACH - FROM MARLINTON, WEST VIRGINIA, PROCEED EAST ON ROUTE 39 FOR
 HX3172'.5 MI (0.8 KM) TO THE ENTRANCE ROAD AT THE MARLINTON RANGER STATION
 HX3172'OF THE MONONGAHELA NATIONAL FOREST.  PROCEED ON ENTRANCE ROAD FOR .3
 HX3172'MI (0.5 KM) TO RANGER STATION ENTRANCE.  STATION IS EAST OF THE
 HX3172'GRAVEL DRIVE LEADING TO THE MAINTENANCE BUILDING.
 HX3172'STATION IS A BRASS DISC IN A 10 IN X 10 IN CONCRETE MONUMENT STAMPED
 HX3172'MARLINTON GPS 1992.
 HX3172
 HX3172                          STATION RECOVERY (2000)
 HX3172
 HX3172'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (RLR)
 HX3172'THE STATION IS LOCATED ON THE EAST SIDE OF MARLINTON AT THE USFS
 HX3172'RANGER STATION OF THE MONONGAHELA NATIONAL FOREST.
 HX3172'
 HX3172'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219 AND
 HX3172'STATE HIGHWAY 39 IN MARLINTON, GO SOUTHEAST ON HIGHWAY 39 FOR 1.8
 HX3172'KM (1.1 MI) TO A PAVED ENTRANCE ROAD TO THE RANGER STATION ON THE
 HX3172'LEFT.  BEAR LEFT AND GO SOUTHEAST FOR 0.5 KM (0.3 MI) TO A GRAVEL
 HX3172'ACCESS ROAD TO A MAINTAINENCE BUILDING ON THE LEFT JUST PAST THE
 HX3172'RANGER STATION. TURN LEFT AND GO EAST AND NORTH FOR 0.15 KM (0.1 MI)
 HX3172'AND THE STATION ON THE RIGHT NEAR A NORTH-SOUTH FENCELINE.
 HX3172'
 HX3172'THE STATION IS 1.2 M (4 FT) WEST OF THE FENCELINE AND FLUSH WITH THE
 HX3172'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD8849 ***********************************************************************
 AD8849  DESIGNATION -  MARLINTON RESET
 AD8849  PID         -  AD8849
 AD8849  STATE/COUNTY-  WV/POCAHONTAS
 AD8849  USGS QUAD   -  MARLINTON (1995)
 AD8849
 AD8849                         *CURRENT SURVEY CONTROL
 AD8849  ___________________________________________________________________
 AD8849* NAD 83(1986)-  38 13 21.     (N)    080 05 36.     (W)     SCALED    
 AD8849* NAVD 88     -       647.95   (meters)    2125.8    (feet)  RESET     
 AD8849  ___________________________________________________________________
 AD8849  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 AD8849
 AD8849  VERT ORDER  -  THIRD
 AD8849
 AD8849.The horizontal coordinates were scaled from a topographic map and have
 AD8849.an estimated accuracy of +/- 6 seconds.
 AD8849
 AD8849.The orthometric height was computed from unverified reset data.
 AD8849
 AD8849.The geoid height was determined by GEOID03.
 AD8849
 AD8849;                    North         East    Units  Estimated Accuracy
 AD8849;SPC WV S     -   136,070.      679,390.      MT  (+/- 180 meters Scaled)
 AD8849
 AD8849                          SUPERSEDED SURVEY CONTROL
 AD8849
 AD8849.No superseded survey control is available for this station.
 AD8849
 AD8849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC793308(NAD 83)
 AD8849_MARKER: DV = VERTICAL CONTROL DISK
 AD8849_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD8849_SP_SET: SIDEWALK
 AD8849_STAMPING: MRALINTON RESET 1996
 AD8849_MARK LOGO: NGS   
 AD8849_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8849+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 AD8849
 AD8849  HISTORY     - Date     Condition        Report By
 AD8849  HISTORY     - 1996     MONUMENTED       LOCSUR
 AD8849  HISTORY     - 20050806 GOOD             GEOCAC
 AD8849
 AD8849                          STATION DESCRIPTION
 AD8849
 AD8849'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1996 (WCD)
 AD8849'THE MARKER IS SET IN A CONCRETE SIDEWALK.  7.6 FEET (2.3 M) FROM FACE
 AD8849'OF BROWN BLOCK ON NORTH SIDE OF BANK, 15.0 FEET (4.6 M) FROM THE EAST
 AD8849'SIDE OF STREET, 96.5 FEET (29.4 M) FROM CENTERLINE OF EIGHT STREET
 AD8849'WHICH IS ALSO STATE ROUTE 39, 6.9 FEET (2.1 M) FROM NORTH EDGE OF
 AD8849'SIDEWALK, 17.8 FROM EAST EDGE OF SIDEWALK 1.10 FOOT (0.34 M) EAST OF A
 AD8849'PILLAR AND 1.10 FOOT (0.34 M) NORTH OF A RETAINING WALL.
 AD8849
 AD8849                          STATION RECOVERY (2005)
 AD8849
 AD8849'RECOVERY NOTE BY GEOCACHING 2005 (KAG)
 AD8849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4734 ***********************************************************************
 JV4734  DESIGNATION -  MARLOWE
 JV4734  PID         -  JV4734
 JV4734  STATE/COUNTY-  WV/BERKELEY
 JV4734  USGS QUAD   -  WILLIAMSPORT (1979)
 JV4734
 JV4734                         *CURRENT SURVEY CONTROL
 JV4734  ___________________________________________________________________
 JV4734* NAD 83(1995)-  39 35 50.00350(N)    077 51 15.52211(W)     ADJUSTED  
 JV4734* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 JV4734  ___________________________________________________________________
 JV4734  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 JV4734  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JV4734
 JV4734  HORZ ORDER  -  SECOND
 JV4734
 JV4734.The horizontal coordinates were established by classical geodetic methods
 JV4734.and adjusted by the National Geodetic Survey in April 1998..
 JV4734
 JV4734.The orthometric height was scaled from a topographic map.
 JV4734
 JV4734.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4734
 JV4734.The geoid height was determined by GEOID03.
 JV4734
 JV4734;                    North         East     Units Scale Factor Converg.
 JV4734;SPC WV N     -   123,105.135   741,337.600   MT  0.99994087   +1 02 58.5
 JV4734;SPC MD       -   214,652.779   326,619.149   MT  1.00002907   -0 32 10.3
 JV4734;SPC MD       -   704,239.99  1,071,582.99   sFT  1.00002907   -0 32 10.3
 JV4734;UTM  18      - 4,386,947.374   254,912.142   MT  1.00033961   -1 49 12.7
 JV4734
 JV4734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4734!SPC WV N     -   0.99997936  x   0.99994087  =   0.99992023
 JV4734!SPC MD       -   0.99997936  x   1.00002907  =   1.00000843
 JV4734!UTM  18      -   0.99997936  x   1.00033961  =   1.00031897
 JV4734
 JV4734:                Primary Azimuth Mark                     Grid Az
 JV4734:SPC WV N     -  WILLIAMSPORT BYRON LEATHER STK           068 23 06.1
 JV4734:SPC MD       -  WILLIAMSPORT BYRON LEATHER STK           069 58 14.9
 JV4734:UTM  18      -  WILLIAMSPORT BYRON LEATHER STK           071 15 17.3
 JV4734
 JV4734|---------------------------------------------------------------------|
 JV4734| PID    Reference Object                     Distance      Geod. Az  |
 JV4734|                                                           dddmmss.s |
 JV4734| JV4738 WILLIAMSPORT BYRON LEATHER STK      APPROX. 2.6 KM 0692604.6 |
 JV4734| CK7810 MARLOWE AZ MK                                      1264242.6 |
 JV4734| CK7812 MARLOWE RM 2                         21.399 METERS 15237     |
 JV4734| CK7811 MARLOWE RM 1                         23.591 METERS 34329     |
 JV4734|---------------------------------------------------------------------|
 JV4734
 JV4734                          SUPERSEDED SURVEY CONTROL
 JV4734
 JV4734  NAD 83(1995)-  39 35 50.00351(N)    077 51 15.52211(W) AD(       ) 2
 JV4734  NAD 83(1986)-  39 35 50.00310(N)    077 51 15.53073(W) AD(       ) 2
 JV4734  NAD 27      -  39 35 49.65300(N)    077 51 16.54700(W) AD(       ) 2
 JV4734
 JV4734.Superseded values are not recommended for survey control.
 JV4734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4734.See file dsdata.txt to determine how the superseded data were derived.
 JV4734
 JV4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ5491286947(NAD 83)
 JV4734_MARKER: DS = TRIANGULATION STATION DISK
 JV4734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4734_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JV4734_STAMPING: MARLOWE 1955
 JV4734_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JV4734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV4734+STABILITY: SURFACE MOTION
 JV4734
 JV4734  HISTORY     - Date     Condition        Report By
 JV4734  HISTORY     - 1955     MONUMENTED       CGS
 JV4734  HISTORY     - 1958     GOOD             CGS
 JV4734  HISTORY     - 1977     GOOD             ALSTER
 JV4734  HISTORY     - 19920225 GOOD             LOCSUR
 JV4734
 JV4734                          STATION DESCRIPTION
 JV4734
 JV4734'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 JV4734'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF HAGERSTOWN, 1.5
 JV4734'MILES WEST OF WILLIAMSPORT,
 JV4734'24.5 FEET WEST OF A 16-INCH BLACK CHERRY TREE, 15 FEET WEST OF THE
 JV4734'CENTER OF A GRAVEL ROAD, 3 FEET
 JV4734'SOUTH OF A WHITE 4 BY 4 INCH WITNESS POST, 1 FOOT EAST OF A WIRE
 JV4734'FENCE, AND ON LAND OWNED BY A MR. LEO C.
 JV4734'MCINTIRE.
 JV4734'
 JV4734'TO REACH THE STATION FROM THE TOLL HOUSE AT THE EAST END OF THE
 JV4734'BRIDGE OVER THE POTOMAC
 JV4734'RIVER IN WILLIAMSPORT, GO SOUTHWEST ON U.S. HIGHWAY 11 FOR 1.2 MILES
 JV4734'TO THE AZIMUTH MARK ON THE RIGHT
 JV4734'AS DESCRIBED BELOW, CONTINUE SOUTHWESTERLY ON THE HIGHWAY FOR
 JV4734'0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 JV4734'(NORTH) AND FOLLOW THE GRAVEL ROAD FOR 0.3
 JV4734'MILE TO A LONE TREE ON THE RIGHT AND THE STATION ON THE LEFT
 JV4734'AS DESCRIBED ABOVE.
 JV4734'
 JV4734'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED MARLOWE
 JV4734'1955.
 JV4734'
 JV4734'REFERENCE MARK 1 IS 69 FEET NORTHWEST OF THE BLACK CHERRY TREE, 8
 JV4734'FEET EAST OF A WIRE FENCE,
 JV4734'AND 7 FEET WEST OF THE CENTER OF THE GRAVEL ROAD.  THE MARK PROJECTS
 JV4734'3 INCHES, AND THE DISK IS
 JV4734'STAMPED MARLOWE NO 1 1955.
 JV4734'
 JV4734'REFERENCE MARK 2 IS 78 FEET SOUTHWEST OF THE BLACK CHERRY TREE, 7
 JV4734'FEET WEST OF THE CENTER OF THE
 JV4734'GRAVEL ROAD, AND 6 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 3
 JV4734'INCHES, AND THE DISK IS STAMPED
 JV4734'MARLOWE NO 2 1955.
 JV4734'
 JV4734'THE AZIMUTH MARK IS 20 FEET NORTH-NORTHWEST OF THE CENTER OF U.S.
 JV4734'HIGHWAY 11, AND 2 FEET WEST OF A
 JV4734'WHITE 4 BY 4 INCH WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE
 JV4734'DISK IS STAMPED MARLOWE 1955.
 JV4734'
 JV4734'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JV4734
 JV4734                          STATION RECOVERY (1958)
 JV4734
 JV4734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JV4734'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 JV4734'A CHECK WAS MADE OF THE
 JV4734'DISTANCE AND DIRECTION TO THE MARKS AND A SLIGHT DIFFERENCE FOUND IN
 JV4734'THE DISTANCE TO REFERENCE MARKS
 JV4734'NO. 1 AND 2.
 JV4734'
 JV4734'THE ORIGINAL DESCRIPTION AS DESCRIBED BY W.F.D. IN 1955 IS ADEQUATE.
 JV4734
 JV4734                          STATION RECOVERY (1977)
 JV4734
 JV4734'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977 (TCH)
 JV4734'MARLOWE 1955 RECOVERED GOOD.
 JV4734'
 JV4734'RM NO. 1, RM NO. 2 DISTURBED, BOTH CAPS SHEARED OFF, CONCRETE
 JV4734'CHIPPED.
 JV4734'
 JV4734'AZIMUTH MARK NOT FOUND, FOUND 4 INCH X 4 INCH WITNESS POST IN NEWLY
 JV4734'GRADED LAWN, DID NOT DIG UP AZIMUTH MARK A NEW HOUSE IS ON NNE
 JV4734'BETWEEN MARLOWE AND THE AZIMUTH MARK IF IT IS THERE.
 JV4734'
 JV4734'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI. W. OF
 JV4734'WILLIAMSPORT, MARYLAND.
 JV4734
 JV4734                          STATION RECOVERY (1992)
 JV4734
 JV4734'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992 (FG)
 JV4734'AZ MARKER ALONG RTE 11 NOT SEEN-LINES UNDER PAVED DRIVEWAY BEHIND A
 JV4734'HOUSE.  RM-1 NOT FOUND (COULD BE BURIED BELOW 10 INCHES) RM-2 FOUND AT
 JV4734'WESTEDGE MACADAM, SHEARED, BRONZE TONGUE STILL IN TOP OF CONCRETE.
 JV4734'SPIELMAN AT 4.24 MILES (6.82 KM) APPEARS BEHIND TREES AND NOT DIRECTLY
 JV4734'VISIBLE - GOING TO TRY MIRROR SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9269 ***********************************************************************
 AA9269  PACS        -  This is a Primary Airport Control Station.
 AA9269  DESIGNATION -  MARSHALL COUNTY CBL 0
 AA9269  PID         -  AA9269
 AA9269  STATE/COUNTY-  WV/MARSHALL
 AA9269  USGS QUAD   -  MOUNDSVILLE (1997)
 AA9269
 AA9269                         *CURRENT SURVEY CONTROL
 AA9269  ___________________________________________________________________
 AA9269* NAD 83(1995)-  39 53 01.50362(N)    080 43 50.50383(W)     ADJUSTED  
 AA9269* NAVD 88     -       363.75   (meters)    1193.4    (feet)  GPS OBS   
 AA9269  ___________________________________________________________________
 AA9269  X           -     789,468.954 (meters)                     COMP
 AA9269  Y           -  -4,837,247.830 (meters)                     COMP
 AA9269  Z           -   4,068,301.011 (meters)                     COMP
 AA9269  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AA9269  ELLIP HEIGHT-         329.98  (meters)          (09/26/01) GPS OBS
 AA9269  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AA9269
 AA9269  HORZ ORDER  -  B
 AA9269  ELLP ORDER  -  FOURTH    CLASS II
 AA9269
 AA9269.This mark is at Marshall County Airport (74D)
 AA9269
 AA9269.The horizontal coordinates were established by GPS observations
 AA9269.and adjusted by the National Geodetic Survey in November 1995..
 AA9269
 AA9269.The orthometric height was determined by GPS observations and a
 AA9269.high-resolution geoid model.
 AA9269
 AA9269.GPS derived orthometric heights for airport stations designated as
 AA9269.PACS or SACS are published to 2 decimal places.  This maintains
 AA9269.centimeter relative accuracy between the PACS and SACS.  It does
 AA9269.not indicate centimeter accuracy relative to other marks which are
 AA9269.part of the NAVD 88 network.
 AA9269
 AA9269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9269
 AA9269.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9269
 AA9269.The ellipsoidal height was determined by GPS observations
 AA9269.and is referenced to NAD 83.
 AA9269
 AA9269.The geoid height was determined by GEOID03.
 AA9269
 AA9269;                    North         East     Units Scale Factor Converg.
 AA9269;SPC WV N     -   154,342.864   494,736.635   MT  0.99995084   -0 47 05.7
 AA9269;UTM  17      - 4,414,889.548   523,026.700   MT  0.99960653   +0 10 21.7
 AA9269
 AA9269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9269!SPC WV N     -   0.99994824  x   0.99995084  =   0.99989908
 AA9269!UTM  17      -   0.99994824  x   0.99960653  =   0.99955479
 AA9269
 AA9269:                Primary Azimuth Mark                     Grid Az
 AA9269:SPC WV N     -  MARSHALL COUNTY CBL 1094                 232 26 56.7
 AA9269:UTM  17      -  MARSHALL COUNTY CBL 1094                 231 29 29.3
 AA9269
 AA9269|---------------------------------------------------------------------|
 AA9269| PID    Reference Object                     Distance      Geod. Az  |
 AA9269|                                                           dddmmss.s |
 AA9269| AA9271 MARSHALL COUNTY CBL 1094            APPROX. 1.1 KM 2313951.0 |
 AA9269| AA9270 MARSHALL COUNTY CBL 430             429.766 METERS 2313954.2 |
 AA9269|---------------------------------------------------------------------|
 AA9269
 AA9269                          SUPERSEDED SURVEY CONTROL
 AA9269
 AA9269  ELLIP H (12/04/95)  330.11   (m)                       GP(       ) 4 1
 AA9269  ELLIP H (11/30/95)  330.11   (m)                       GP(       ) 4 2
 AA9269
 AA9269.Superseded values are not recommended for survey control.
 AA9269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9269.See file dsdata.txt to determine how the superseded data were derived.
 AA9269
 AA9269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2302714890(NAD 83)
 AA9269_MARKER: DQ = CALIBRATION BASE LINE DISK
 AA9269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9269_STAMPING: 0 M
 AA9269_MARK LOGO: NGS   
 AA9269_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9269+STABILITY: SURFACE MOTION
 AA9269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9269+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1996
 AA9269
 AA9269  HISTORY     - Date     Condition        Report By
 AA9269  HISTORY     - 1984     MONUMENTED       WVDT
 AA9269  HISTORY     - 19930701 GOOD             NGS
 AA9269  HISTORY     - 19940916 GOOD             NGS
 AA9269  HISTORY     - 19950811 GOOD             NGS
 AA9269  HISTORY     - 19951005 GOOD             OHDT
 AA9269  HISTORY     - 19960716 GOOD             NGS
 AA9269
 AA9269                          STATION DESCRIPTION
 AA9269
 AA9269'DESCRIBED BY WV DEPT TRANS 1984
 AA9269'A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 1094-METER POINT.
 AA9269'THE REDUCED MARK-TO-MARK DISTANCE IS 100.02 FEET.
 AA9269' 
 AA9269'THE BASE LINE IS LOCATED ABOUT 20.6 KM (12.8 MI) SOUTH OF WHEELING,
 AA9269'16.0 KM (9.9 MI) NORTHWEST OF CAMERON, AND 4.5 KM (2.8 MI) SOUTH OF
 AA9269'MOUNDSVILLE AT THE MARSHALL COUNTY AIRPORT.  THE BASE LINE RUNS ALONG
 AA9269'AND IS APPROXIMATELY PARALLEL WITH THE SOUTHEASTERN EDGE OF RUNWAY
 AA9269'(4-26).  --NOTE--  MR. DAVID BOARD, AIRPORT MANAGER, MOUNTAIN STATE
 AA9269'AVIATION, MARSHALL COUNTY AIRPORT, RD 2 BOX 322A, MOUNDSVILLE, WV
 AA9269'26041, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK ON THE BASE LINE AND
 AA9269'CAN PROVIDE AIRPORT ACCESS INFORMATION, TELEPHONE (304) 845-0200.
 AA9269' 
 AA9269'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON
 AA9269'THE NORTHEAST END.  IT CONSISTS OF THE 0, 150, 430, AND 1094 METER
 AA9269'POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND
 AA9269'NORTHEAST OF THE 1094 METER POINT.
 AA9269' 
 AA9269'TO REACH THE 0-METER POINT FROM THE SOUTHERN JUNCTION OF STATE HIGHWAY
 AA9269'2 AND U.S. HIGHWAY 250 (SEVENTH STREET), LOCATED IN DOWNTOWN
 AA9269'MOUNDSVILLE JUST EAST OF THE MOUNDSVILLE FEDERAL OFFICE BUILDING, GO
 AA9269'SOUTH ON STATE HIGHWAY 2 FOR 2.0 KM (1.2 MI) TO THE INTERSECTION OF
 AA9269'STATE HIGHWAY 2 ALTERNATE ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 AA9269'STATE HIGHWAY 2 ALTERNATE FOR 0.05 KM (0.03 MI) TO THE INTERSECTION OF
 AA9269'STATE HIGHWAY 2 EMERGENCY (ROBERTS RIDGE ROAD) ON THE LEFT. TURN LEFT
 AA9269'AND MEANDER SOUTHEASTERLY UP STATE HIGHWAY 2 EMERGENCY FOR 3.3 KM (2.1
 AA9269'MI) TO THE INTERSECTION OF KULL LANE (COUNTY ROAD 88/6) ON THE LEFT.
 AA9269'TURN LEFT AND GO SOUTHEASTERLY ON KULL LANE FOR 1.4 KM (0.9 MI) TO A
 AA9269'PAVED INTERSECTION ON THE RIGHT AND A LARGE WHITE HOUSE TO THE
 AA9269'SOUTHEAST.  TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 0.1 KM (0.06
 AA9269'MI) TO A LOCKED GATE AT THE ENTRANCE TO THE AIRPORT.  PASS THROUGH
 AA9269'GATE AND CONTINUE SOUTHERLY ACROSS THE AIRCRAFT PARKING AREA CURVING
 AA9269'TO SOUTHEAST ON THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE SOUTHWEST
 AA9269'CORNER OF RUNWAY (4-26).  TURN LEFT AND GO NORTHEAST CROSS-COUNTRY
 AA9269'PARALLELING THE SOUTHEAST EDGE OF RUNWAY (4-26) FOR 1.05 KM (O.65 MI)
 AA9269'TO THE 0- METER POINT NORTHEAST OF THE SOUTHEASTERN EDGE OF THE RUNWAY
 AA9269'NEAR THE SOUTHERN EDGE OF A STEEP DOWNSLOPE.
 AA9269' 
 AA9269'THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AA9269'STAMPED--0 M--, SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE
 AA9269'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 39.9 M (130.9 FT)
 AA9269'EAST-NORTHEAST OF THE SOUTHEASTERN CORNER OF RUNWAY (4-26), 27.8 M
 AA9269'(91.2 FT) EAST-SOUTHEAST OF REFERENCE MARK NO. 2, 21.8 M (71.5 FT)
 AA9269'NORTH-NORTHEAST OF REFERENCE MARK NO. 1, AND 11.3 M (37.1 FT)
 AA9269'NORTHWEST OF THE SOUTHERN EDGE OF A STEEP DOWNSLOPE.
 AA9269
 AA9269                          STATION RECOVERY (1993)
 AA9269
 AA9269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM)
 AA9269'MARK IS A COMPONENT OF THE MARSHALL COUNTY CALIBRATION BASE LINE.
 AA9269'LOCATED ABOUT 20.6 KM (12.8 MI) SOUTH OF WHEELING, 16.0 KM (9.9 MI)
 AA9269'NORTHWEST OF CAMERON, AND 4.5 KM (2.8 MI) SOUTH OF MOUNDSVILLE AT THE
 AA9269'MARSHALL COUNTY AIRPORT.  MARK IS LOCATED NEAR A STEEP DOWNSLOPE
 AA9269'NORTHEAST OF THE SOUTHEASTERN CORNER OF RUNWAY (6-24).  QUAD.
 AA9269'MOUNDSVILLE, WV-OH. **NOTE** MR. DAVID BOARD, AIRPORT MANAGER,
 AA9269'MARSHALL COUNTY AIRPORT, RD 2 BOX 322A, MOUNDSVILLE, WV 26041, MUST BE
 AA9269'NOTIFIED 24-HOURS PRIOR TO WORK AND CAN PROVIDE AIRPORT ACCESS
 AA9269'INFORMATION. TO REACH FROM THE SOUTHERN JUNCTION OF STATE HIGHWAY 2
 AA9269'AND U.S. HIGHWAY 250 (SEVENTH STREET), LOCATED IN DOWNTOWN MOUNDSVILLE
 AA9269'JUST EAST OF THE MOUNDSVILLE FEDERAL OFFICE BUILDING, GO SOUTH ON
 AA9269'STATE HIGHWAY 2 FOR 2.0 KM (1.2 MI) TO THE INTERSECTION OF STATE
 AA9269'HIGHWAY 2 ALTERNATE ON THE LEFT.  TURN LEFT AND GO SOUTH ON STATE
 AA9269'HIGHWAY 2 ALTERNATE FOR 0.05 KM (0.03 MI) TO THE INTERSECTION OF STATE
 AA9269'HIGHWAY 2 EMERGENCY (ROBERTS RIDGE ROAD) ON THE LEFT.  TURN LEFT AND
 AA9269'MEANDER SOUTHEASTERLY UP STATE HIGHWAY 2 EMERGENCY FOR 3.3 KM (2.1 MI)
 AA9269'TO THE INTERSECTION OF KULL LANE (COUNTY ROAD 88/6) ON THE LEFT.  TURN
 AA9269'LEFT AND GO SOUTHEASTERLY ON KULL LANE FOR 1.4 KM (0.9 MI) TO A PAVED
 AA9269'INTERSECTION ON THE RIGHT AND A LARGE WHITE HOUSE TO THE SOUTHEAST.
 AA9269'TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 0.1 KM (0.1 MI) TO A
 AA9269'LOCKED GATE AT THE ENTRANCE TO THE AIRPORT.  PASS THROUGH GATE AND
 AA9269'CONTINUE SOUTHERLY ACROSS THE AIRCRAFT PARKING AREA CURVING TO
 AA9269'SOUTHEAST ON THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE SOUTHWEST CORNER
 AA9269'OF RUNWAY (6-24).  TURN LEFT AND GO NORTHEAST CROSS-COUNTRY
 AA9269'PARALLELING THE SOUTHEAST EDGE OF THE RUNWAY FOR 1.05 KM (0.65 MI) TO
 AA9269'THE MARK NORTHEAST OF THE SOUTHEASTERN EDGE OF THE RUNWAY. MARK IS SET
 AA9269'IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE
 AA9269'SURFACE OF THE GROUND.  **NOTE** NO INFORMATION ABOUT MAGNETIC
 AA9269'MATERIAL WAS AVAILABLE AT TIME OF RECOVERY.  IT IS 39.9 M (130.9 FT)
 AA9269'EAST-NORTHEAST OF THE SOUTHEASTERN CORNER OF RUNWAY (6-24) , 27.8 M
 AA9269'(91.2 FT) EAST-SOUTHEAST OF REFERENCE MARK NO. 2, 21.8 M (71.5 FT)
 AA9269'NORTH-NORTHEAST OF REFERENCE MARK NO. 1, AND 11.3 M (37.1 FT)
 AA9269'NORTHWEST OF THE SOUTHERN EDGE OF A STEEP DOWNSLOPE. **NOTE** DRIVING
 AA9269'ON THE RUNWAY IS STRICTLY PROHIBITED AND ALL AIRCRAFT HAVE THE
 AA9269'RIGHT-OF-WAY. FOR MORE INFORMATION PLEASE CONTACT MR. JOHN SCHELLHASE,
 AA9269'P.O. BOX 187, WHEELING, WV 26003, OR CONTACT MR. CLARENCE HEWITT, WV
 AA9269'DEPARTMENT OF TRANSPORTATION, 1001 LAFAYETTE AVENUE, MOUNDSVILLE, WV
 AA9269'26041. DESCRIBED BY DAVID L. NOCK
 AA9269
 AA9269                          STATION RECOVERY (1994)
 AA9269
 AA9269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9269'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF MOUNDSVILLE AND
 AA9269'AT THE MARSHALL COUNTY AIRPORT ALONG THE SOUTHEAST SIDE OF THE
 AA9269'NORTHEAST-SOUTHWEST RUNWAY.  MR.  DAVID BOARD, AIRPORT MANAGER.
 AA9269'MOUNTAIN STATE AVIATION, MARSHALL COUNTY AIRPORT, RD 2 BOX 322A,
 AA9269'MOUNDSVILLE, WV 26041.  PHONE 304-845-0200.
 AA9269' 
 AA9269'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 250 AND STATE ROUTE 2, GO
 AA9269'SOUTH ON STATE ROUTE 2 FOR 1.3 MI (2.1 KM) TO ROBERTS RIDGE ROAD
 AA9269'(EMERGENCY WV2) , TURN LEFT AND GO 0.05 MI (0.08 KM) AND MAKE ANOTHER
 AA9269'LEFT FOLLOWING EMERGENCY WV2 SOUTH AND EAST FOR 2.1 MI (3.4 KM) TO
 AA9269'KULL LANE (ROAD 88/6) ON YOUR LEFT.  PROCEED NORTHERLY FOR 0.9 MI (1.4
 AA9269'KM) TO AIRPORT ENTRANCE AND MOUNTAIN STATE AVIATION ON YOUR RIGHT.
 AA9269'TURN RIGHT FOR 0.1 MI (0.2 KM) TO TERMINAL.  FROM THE TERMINAL GATE,
 AA9269'PROCEED SOUTH-SOUTHEAST FOR 0.05 MI (0.08 KM) ACROSS TERMINAL RAMP TO
 AA9269'A TAXIWAY, TURN LEFT (EAST) AND GO 0.05 MI (0.08 KM) TO RUNWAY 6-24,
 AA9269'TURN LEFT (NORTHEAST) ON RUNWAY 6-24 AND GO 0.6 MI (1.0 KM) TO THE END
 AA9269'OF RUNWAY 24 AND THE STATION IN THE GRASS AREA SOUTHEAST OF THE
 AA9269'RUNWAY.
 AA9269' 
 AA9269'LOCATED 41.5 M (136.2 FT) EAST FROM CENTERLINE END RUNWAY 24, 39.2 M
 AA9269'(128.6 FT) NORTHEAST FROM SOUTHEASTERLY CORNER OF RUNWAY 24, 131.0 FT
 AA9269'(39.9 M) EAST OF THE SOUTHEAST THRESHOLD LIGHT, 14.8 M (48.6 FT)
 AA9269'SOUTHEAST FROM EXTENDED 24 AND 5.8 M (19.0 FT) NORTHWEST FROM DRAINAGE
 AA9269'DITCH.
 AA9269' 
 AA9269'DESCRIBED BY RAZ.
 AA9269
 AA9269                          STATION RECOVERY (1995)
 AA9269
 AA9269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AA9269'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF MOUNDSVILLE, AT
 AA9269'THE MARSHALL COUNTY AIRPORT, ALONG THE SOUTHEAST SIDE OF THE
 AA9269'NORTHEAST-SOUTHWEST RUNWAY.  AIRPORT MANAGER IS DAVID BOARD, MOUNTAIN
 AA9269'STATE AVIATION, MARSHALL COUNTY AIRPORT, RD 2 BOX 322A, MOUNDSVILLE WV
 AA9269'26041, PHONE 304-845-0200.  TO REACH FROM THE JUNCTION OF US HIGHWAY
 AA9269'250 (7TH STREET) AND STATE ROUTE 2 IN MOUNDSVILLE, GO SOUTH ON STATE
 AA9269'ROUTE 2 FOR 1.3 MI (2.1 KM) TO ROBERTS RIDGE ROAD (EMERGENCY WV2).
 AA9269'TURN LEFT AND GO 0.05 MI (0.08 KM) AND MAKE ANOTHER LEFT FOLLOWING
 AA9269'EMERGENCY WV2 SOUTH AND EAST FOR 2.1 MI (3.4 KM) TO KULL LANE (ROAD
 AA9269'88/6) ON YOUR LEFT.  TURN LEFT AND GO NORTHERLY FOR 0.9 MI (1.4 KM) ON
 AA9269'KULL LANE TO THE AIRPORT ENTRANCE AND MOUNTAIN STATE AVIATION ON YOUR
 AA9269'RIGHT.  TURN RIGHT FOR 0.1 MI (0.2 KM) TO THE TERMINAL.  FROM THE
 AA9269'TERMINAL GATE, PROCEED SOUTH-SOUTHEAST FOR 0.05 MI (0.08 KM) ACROSS
 AA9269'TERMINAL RAMP TO A TAXIWAY, TURN LEFT (EAST) AND GO 0.05 MI (0.08 KM)
 AA9269'TO RUNWAY 6-24.  TURN LEFT AND GO NORTHEAST ON RUNWAY 6-24 FOR 0.6 MI
 AA9269'(1.0 KM) TO THE END OF RUNWAY 24 AND THE STATION IN THE GRASS AREA
 AA9269'NORTHEAST OF THE RUNWAY.  THE STATION IS FLUSH WITH GROUND.  LOCATED
 AA9269'41.5 M (136.2 FT) EAST FROM THE CENTERLINE END RUNWAY 24, 39.2 M
 AA9269'(128.6 FT) NORTHEAST FROM THE SOUTHEASTERLY CORNER OF RUNWAY 24, 37.5
 AA9269'M (123.0 FT) EAST-NORTHEAST OF THE SOUTHEAST THRESHOLD LIGHT, 14.8 M
 AA9269'(48.6 FT) SOUTHEAST FROM EXTENDED 24 AND 5.8 M (19.0 FT) NORTHWEST
 AA9269'FROM DRAINAGE DITCH. NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION
 AA9269'APPROACH PRIMARY AIRPORT CONTROL STATION.
 AA9269
 AA9269                          STATION RECOVERY (1995)
 AA9269
 AA9269'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (TS)
 AA9269'RECOVERED AS DESCRIBED.
 AA9269
 AA9269                          STATION RECOVERY (1996)
 AA9269
 AA9269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 AA9269'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9270 ***********************************************************************
 AA9270  SACS        -  This is a Secondary Airport Control Station.
 AA9270  DESIGNATION -  MARSHALL COUNTY CBL 430
 AA9270  PID         -  AA9270
 AA9270  STATE/COUNTY-  WV/MARSHALL
 AA9270  USGS QUAD   -  MOUNDSVILLE (1997)
 AA9270
 AA9270                         *CURRENT SURVEY CONTROL
 AA9270  ___________________________________________________________________
 AA9270* NAD 83(1995)-  39 52 52.86053(N)    080 44 04.69096(W)     ADJUSTED  
 AA9270* NAVD 88     -       366.44   (meters)    1202.2    (feet)  GPS OBS   
 AA9270  ___________________________________________________________________
 AA9270  X           -     789,164.098 (meters)                     COMP
 AA9270  Y           -  -4,837,472.882 (meters)                     COMP
 AA9270  Z           -   4,068,098.180 (meters)                     COMP
 AA9270  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AA9270  ELLIP HEIGHT-         332.69  (meters)          (12/10/01) GPS OBS
 AA9270  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AA9270
 AA9270  HORZ ORDER  -  B
 AA9270  ELLP ORDER  -  FOURTH    CLASS II
 AA9270
 AA9270.This mark is at Marshall County Airport (74D)
 AA9270
 AA9270.The horizontal coordinates were established by GPS observations
 AA9270.and adjusted by the National Geodetic Survey in November 1995..
 AA9270
 AA9270.The orthometric height was determined by GPS observations and a
 AA9270.high-resolution geoid model.
 AA9270
 AA9270.GPS derived orthometric heights for airport stations designated as
 AA9270.PACS or SACS are published to 2 decimal places.  This maintains
 AA9270.centimeter relative accuracy between the PACS and SACS.  It does
 AA9270.not indicate centimeter accuracy relative to other marks which are
 AA9270.part of the NAVD 88 network.
 AA9270
 AA9270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9270
 AA9270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9270
 AA9270.The ellipsoidal height was determined by GPS observations
 AA9270.and is referenced to NAD 83.
 AA9270
 AA9270.The geoid height was determined by GEOID03.
 AA9270
 AA9270;                    North         East     Units Scale Factor Converg.
 AA9270;SPC WV N     -   154,080.954   494,395.924   MT  0.99995065   -0 47 14.7
 AA9270;UTM  17      - 4,414,622.073   522,690.530   MT  0.99960634   +0 10 12.5
 AA9270
 AA9270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9270!SPC WV N     -   0.99994781  x   0.99995065  =   0.99989846
 AA9270!UTM  17      -   0.99994781  x   0.99960634  =   0.99955417
 AA9270
 AA9270:                Primary Azimuth Mark                     Grid Az
 AA9270:SPC WV N     -  MARSHALL COUNTY CBL 0                    052 26 59.8
 AA9270:UTM  17      -  MARSHALL COUNTY CBL 0                    051 29 32.6
 AA9270
 AA9270|---------------------------------------------------------------------|
 AA9270| PID    Reference Object                     Distance      Geod. Az  |
 AA9270|                                                           dddmmss.s |
 AA9270| AA9269 MARSHALL COUNTY CBL 0               429.766 METERS 0513945.1 |
 AA9270| AA9271 MARSHALL COUNTY CBL 1094            APPROX. 0.7 KM 2313939.7 |
 AA9270|---------------------------------------------------------------------|
 AA9270
 AA9270                          SUPERSEDED SURVEY CONTROL
 AA9270
 AA9270  ELLIP H (09/26/01)  332.75   (m)                       GP(       ) 4 2
 AA9270  ELLIP H (11/22/95)  332.81   (m)                       GP(       ) 1 1
 AA9270
 AA9270.Superseded values are not recommended for survey control.
 AA9270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9270.See file dsdata.txt to determine how the superseded data were derived.
 AA9270
 AA9270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2269114622(NAD 83)
 AA9270_MARKER: DQ = CALIBRATION BASE LINE DISK
 AA9270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9270_STAMPING: 430 M
 AA9270_MARK LOGO: NGS   
 AA9270_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9270+STABILITY: SURFACE MOTION
 AA9270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9270+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1996
 AA9270
 AA9270  HISTORY     - Date     Condition        Report By
 AA9270  HISTORY     - 1984     MONUMENTED       WVDT
 AA9270  HISTORY     - 19930701 GOOD             NGS
 AA9270  HISTORY     - 19940917 GOOD             NGS
 AA9270  HISTORY     - 19960716 GOOD             NGS
 AA9270
 AA9270                          STATION DESCRIPTION
 AA9270
 AA9270'DESCRIBED BY WV DEPT TRANS 1984
 AA9270'A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 1094-METER POINT.
 AA9270'THE REDUCED MARK-TO-MARK DISTANCE IS 100.02 FEET.
 AA9270' 
 AA9270'THE BASE LINE IS LOCATED ABOUT 20.6 KM (12.8 MI) SOUTH OF WHEELING,
 AA9270'16.0 KM (9.9 MI) NORTHWEST OF CAMERON, AND 4.5 KM (2.8 MI) SOUTH OF
 AA9270'MOUNDSVILLE AT THE MARSHALL COUNTY AIRPORT.  THE BASE LINE RUNS ALONG
 AA9270'AND IS APPROXIMATELY PARALLEL WITH THE SOUTHEASTERN EDGE OF RUNWAY
 AA9270'(4-26).  --NOTE--  MR. DAVID BOARD, AIRPORT MANAGER, MOUNTAIN STATE
 AA9270'AVIATION, MARSHALL COUNTY AIRPORT, RD 2 BOX 322A, MOUNDSVILLE, WV
 AA9270'26041, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK ON THE BASE LINE AND
 AA9270'CAN PROVIDE AIRPORT ACCESS INFORMATION, TELEPHONE (304) 845-0200.
 AA9270' 
 AA9270'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON
 AA9270'THE NORTHEAST END.  IT CONSISTS OF THE 0, 150, 430, AND 1094 METER
 AA9270'POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND
 AA9270'NORTHEAST OF THE 1094 METER POINT.
 AA9270' 
 AA9270'TO REACH THE 0-METER POINT FROM THE SOUTHERN JUNCTION OF STATE HIGHWAY
 AA9270'2 AND U.S. HIGHWAY 250 (SEVENTH STREET), LOCATED IN DOWNTOWN
 AA9270'MOUNDSVILLE JUST EAST OF THE MOUNDSVILLE FEDERAL OFFICE BUILDING, GO
 AA9270'SOUTH ON STATE HIGHWAY 2 FOR 2.0 KM (1.2 MI) TO THE INTERSECTION OF
 AA9270'STATE HIGHWAY 2 ALTERNATE ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 AA9270'STATE HIGHWAY 2 ALTERNATE FOR 0.05 KM (0.03 MI) TO THE INTERSECTION OF
 AA9270'STATE HIGHWAY 2 EMERGENCY (ROBERTS RIDGE ROAD) ON THE LEFT. TURN LEFT
 AA9270'AND MEANDER SOUTHEASTERLY UP STATE HIGHWAY 2 EMERGENCY FOR 3.3 KM (2.1
 AA9270'MI) TO THE INTERSECTION OF KULL LANE (COUNTY ROAD 88/6) ON THE LEFT.
 AA9270'TURN LEFT AND GO SOUTHEASTERLY ON KULL LANE FOR 1.4 KM (0.9 MI) TO A
 AA9270'PAVED INTERSECTION ON THE RIGHT AND A LARGE WHITE HOUSE TO THE
 AA9270'SOUTHEAST.  TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 0.1 KM (0.06
 AA9270'MI) TO A LOCKED GATE AT THE ENTRANCE TO THE AIRPORT.  PASS THROUGH
 AA9270'GATE AND CONTINUE SOUTHERLY ACROSS THE AIRCRAFT PARKING AREA CURVING
 AA9270'TO SOUTHEAST ON THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE SOUTHWEST
 AA9270'CORNER OF RUNWAY (4-26).  TURN LEFT AND GO NORTHEAST CROSS-COUNTRY
 AA9270'PARALLELING THE SOUTHEAST EDGE OF RUNWAY (4-26) FOR 1.05 KM (O.65 MI)
 AA9270'TO THE 0- METER POINT NORTHEAST OF THE SOUTHEASTERN EDGE OF THE RUNWAY
 AA9270'NEAR THE SOUTHERN EDGE OF A STEEP DOWNSLOPE.
 AA9270' 
 AA9270'THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AA9270'STAMPED--430 M--, SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE
 AA9270'POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND.  IT IS
 AA9270'19.4 M (63.6 FT) NORTH-NORTHEAST OF REFERENCE MARK NO. 2, 11.9 M (39.0
 AA9270'FT) EAST-NORTHEAST OF A RUNWAY LIGHT, 5.6 M (18.4 FT) SOUTHEAST OF THE
 AA9270'SOUTHEASTERN EDGE OF RUNWAY (4-26), AND 5.5 M (18.0 FT) NORTHWEST OF
 AA9270'THE CENTERLINE OF A DITCH.
 AA9270
 AA9270                          STATION RECOVERY (1993)
 AA9270
 AA9270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM)
 AA9270'MARK IS A COMPONENT OF THE MARSHALL COUNTY CALIBRATION BASE LINE.
 AA9270'LOCATED ABOUT 20.6 KM (12.8 MI) SOUTH OF WHEELING, 16.0 KM (9.9 MI)
 AA9270'NORTHWEST OF CAMERON, AND 4.5 KM (2.8 MI) SOUTH OF MOUNDSVILLE AT THE
 AA9270'MARSHALL COUNTY AIRPORT.  MARK IS LOCATED NEAR THE SOUTHEASTERN EDGE
 AA9270'OF RUNWAY (6-24).  QUAD. MOUNDSVILLE, WV-OH. **NOTE** MR. DAVID BOARD,
 AA9270'AIRPORT MANAGER, MARSHALL COUNTY AIRPORT, RD 2 BOX 322A, MOUNDSVILLE,
 AA9270'WV 26041, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK AND CAN PROVIDE
 AA9270'AIRPORT ACCESS INFORMATION. TO REACH FROM THE SOUTHERN JUNCTION OF
 AA9270'STATE HIGHWAY 2 AND U.S. HIGHWAY 250 (SEVENTH STREET), LOCATED IN
 AA9270'DOWNTOWN MOUNDSVILLE JUST EAST OF THE MOUNDSVILLE FEDERAL OFFICE
 AA9270'BUILDING, GO SOUTH ON STATE HIGHWAY 2 FOR 2.0 KM (1.2 MI) TO THE
 AA9270'INTERSECTION OF STATE HIGHWAY 2 ALTERNATE ON THE LEFT.  TURN LEFT AND
 AA9270'GO SOUTH ON STATE HIGHWAY 2 ALTERNATE FOR 0.05 KM (0.03 MI) TO THE
 AA9270'INTERSECTION OF STATE HIGHWAY 2 EMERGENCY (ROBERTS RIDGE ROAD) ON THE
 AA9270'LEFT.  TURN LEFT AND MEANDER SOUTHEASTERLY UP STATE HIGHWAY 2
 AA9270'EMERGENCY FOR 3.3 KM (2.1 MI) TO THE INTERSECTION OF KULL LANE (COUNTY
 AA9270'ROAD 88/6) ON THE LEFT.  TURN LEFT AND GO SOUTHEASTERLY ON KULL LANE
 AA9270'FOR 1.4 KM (0.9 MI) TO A PAVED INTERSECTION ON THE RIGHT AND A LARGE
 AA9270'WHITE HOUSE TO THE SOUTHEAST. TURN RIGHT AND GO SOUTH ON THE PAVED
 AA9270'ROAD FOR 0.1 KM (0.1 MI) TO A LOCKED GATE AT THE ENTRANCE TO THE
 AA9270'AIRPORT.  PASS THROUGH GATE AND CONTINUE SOUTHERLY ACROSS THE AIRCRAFT
 AA9270'PARKING AREA CURVING TO SOUTHEAST ON THE TAXIWAY FOR 0.2 KM (0.1 MI)
 AA9270'TO THE SOUTHWEST CORNER OF RUNWAY (6-24).  TURN LEFT AND GO NORTHEAST
 AA9270'CROSS-COUNTRY PARALLELING THE SOUTHEAST EDGE OF THE RUNWAY FOR 0.5 KM
 AA9270'(0.3 MI) TO THE MARK SOUTHEAST OF THE SOUTHEASTERN EDGE OF THE RUNWAY.
 AA9270'MARK IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST
 AA9270'RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND.  **NOTE** NO
 AA9270'INFORMATION ABOUT MAGNETIC MATERIAL WAS AVAILABLE AT TIME OF RECOVERY.
 AA9270'IT IS 19.4 M (63.6 FT) NORTH-NORTHEAST OF REFERENCE MARK NO. 2, 11.9 M
 AA9270'(39.0 FT) EAST-NORTHEAST OF A RUNWAY LIGHT, 5.6 M (18.4 FT) SOUTHEAST
 AA9270'OF THE SOUTHEASTERN EDGE OF RUNWAY (6-24), AND 5.5 M (18.0 FT)
 AA9270'NORTHWEST OF THE CENTERLINE OF A DITCH. **NOTE** DRIVING ON THE RUNWAY
 AA9270'IS STRICTLY PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY. FOR
 AA9270'MORE INFORMATION PLEASE CONTACT MR. JOHN SCHELLHASE, P.O. BOX 187,
 AA9270'WHEELING, WV 26003, OR CONTACT MR. CLARENCE HEWITT, WV DEPARTMENT OF
 AA9270'TRANSPORTATION, 1001 LAFAYETTE AVENUE, MOUNDSVILLE, WV 26041.
 AA9270'DESCRIBED BY DAVID L. NOCK
 AA9270
 AA9270                          STATION RECOVERY (1994)
 AA9270
 AA9270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9270'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF MOUNDSVILLE AND
 AA9270'AT THE MARSHALL COUNTY AIRPORT ALONG THE SOUTHEAST SIDE OF THE
 AA9270'NORTHEAST-SOUTHWEST RUNWAY.  MR.  DAVID BOARD, AIRPORT MANAGER.
 AA9270'MOUNTAIN STATE AVIATION, MARSHALL COUNTY AIRPORT, RD 2 BOX 322A,
 AA9270'MOUNDSVILLE, WV 26041.  PHONE 304-845-0200.
 AA9270' 
 AA9270'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 250 AND STATE ROUTE 2, GO
 AA9270'SOUTH ON STATE ROUTE 2 FOR 1.3 MI (2.1 KM) TO ROBERTS RIDGE ROAD
 AA9270'(EMERGENCY WV2) , TURN LEFT AND GO 0.05 MI (0.08 KM) AND MAKE ANOTHER
 AA9270'LEFT FOLLOWING EMERGENCY WV2 SOUTH AND EAST FOR 2.1 MI (3.4 KM) TO
 AA9270'KULL LANE (ROAD 88/6) ON YOUR LEFT.  PROCEED NORTHERLY FOR 0.9 MI (1.4
 AA9270'KM) TO AIRPORT ENTRANCE AND MOUNTAIN STATE AVIATION ON YOUR RIGHT.
 AA9270'TURN RIGHT FOR 0.1 MI (0.2 KM) TO TERMINAL.  FROM THE TERMINAL GATE,
 AA9270'PROCEED EAST ACROSS THE RAMP FOR 0.1 MI (0.2 KM) TO RUNWAY 6-24, TURN
 AA9270'LEFT AND GO NORTHEAST ON RUNWAY 6-24 FOR 0.35 MITO THE STATION ON THE
 AA9270'RIGHT (EAST) SIDE OF THE RUNWAY.
 AA9270' 
 AA9270'THE STATION IS LOCATED APPROXIMATELY 0.25 MI (0.40 KM) SOUTHWEST OF
 AA9270'RUNWAY END 24, 14.8 M (48.6 FT) SOUTHEAST OF THE CENTERLINE OF RUNWAY,
 AA9270'5.6 M (18.4 FT) SOUTHEAST FROM THE EDGE OF RUNWAY 6/24, 5.6 M (18.4
 AA9270'FT) NORTHWEST OF PARALLEL DRAINAGE DITCH.
 AA9270' 
 AA9270'DESCRIBED BY RAZ.
 AA9270
 AA9270                          STATION RECOVERY (1996)
 AA9270
 AA9270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 AA9270'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9271 ***********************************************************************
 AA9271  SACS        -  This is a Secondary Airport Control Station.
 AA9271  DESIGNATION -  MARSHALL COUNTY CBL 1094
 AA9271  PID         -  AA9271
 AA9271  STATE/COUNTY-  WV/MARSHALL
 AA9271  USGS QUAD   -  MOUNDSVILLE (1997)
 AA9271
 AA9271                         *CURRENT SURVEY CONTROL
 AA9271  ___________________________________________________________________
 AA9271* NAD 83(1995)-  39 52 39.50998(N)    080 44 26.60042(W)     ADJUSTED  
 AA9271* NAVD 88     -       369.92   (meters)    1213.6    (feet)  GPS OBS   
 AA9271  ___________________________________________________________________
 AA9271  X           -     788,693.171 (meters)                     COMP
 AA9271  Y           -  -4,837,819.915 (meters)                     COMP
 AA9271  Z           -   4,067,784.424 (meters)                     COMP
 AA9271  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AA9271  ELLIP HEIGHT-         336.19  (meters)          (10/04/01) GPS OBS
 AA9271  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AA9271
 AA9271  HORZ ORDER  -  FIRST
 AA9271  ELLP ORDER  -  FOURTH    CLASS II
 AA9271
 AA9271.This mark is at Marshall County Airport (74D)
 AA9271
 AA9271.The horizontal coordinates were established by GPS observations
 AA9271.and adjusted by the National Geodetic Survey in November 1995..
 AA9271
 AA9271.The orthometric height was determined by GPS observations and a
 AA9271.high-resolution geoid model.
 AA9271
 AA9271.GPS derived orthometric heights for airport stations designated as
 AA9271.PACS or SACS are published to 2 decimal places.  This maintains
 AA9271.centimeter relative accuracy between the PACS and SACS.  It does
 AA9271.not indicate centimeter accuracy relative to other marks which are
 AA9271.part of the NAVD 88 network.
 AA9271
 AA9271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9271
 AA9271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9271
 AA9271.The ellipsoidal height was determined by GPS observations
 AA9271.and is referenced to NAD 83.
 AA9271
 AA9271.The geoid height was determined by GEOID03.
 AA9271
 AA9271;                    North         East     Units Scale Factor Converg.
 AA9271;SPC WV N     -   153,676.424   493,869.711   MT  0.99995036   -0 47 28.7
 AA9271;UTM  17      - 4,414,208.947   522,171.329   MT  0.99960605   +0 09 58.5
 AA9271
 AA9271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9271!SPC WV N     -   0.99994726  x   0.99995036  =   0.99989762
 AA9271!UTM  17      -   0.99994726  x   0.99960605  =   0.99955333
 AA9271
 AA9271:                Primary Azimuth Mark                     Grid Az
 AA9271:SPC WV N     -  MARSHALL COUNTY CBL 430                  052 26 54.4
 AA9271:UTM  17      -  MARSHALL COUNTY CBL 430                  051 29 27.2
 AA9271
 AA9271|---------------------------------------------------------------------|
 AA9271| PID    Reference Object                     Distance      Geod. Az  |
 AA9271|                                                           dddmmss.s |
 AA9271| AA9270 MARSHALL COUNTY CBL 430             APPROX. 0.7 KM 0513925.7 |
 AA9271| AA9269 MARSHALL COUNTY CBL 0               APPROX. 1.1 KM 0513927.8 |
 AA9271|---------------------------------------------------------------------|
 AA9271
 AA9271                          SUPERSEDED SURVEY CONTROL
 AA9271
 AA9271  ELLIP H (11/30/95)  336.29   (m)                       GP(       ) 4 2
 AA9271
 AA9271.Superseded values are not recommended for survey control.
 AA9271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9271.See file dsdata.txt to determine how the superseded data were derived.
 AA9271
 AA9271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2217114209(NAD 83)
 AA9271_MARKER: DQ = CALIBRATION BASE LINE DISK
 AA9271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9271_STAMPING: 1094 M
 AA9271_MARK LOGO: NGS   
 AA9271_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9271+STABILITY: SURFACE MOTION
 AA9271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9271+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1996
 AA9271
 AA9271  HISTORY     - Date     Condition        Report By
 AA9271  HISTORY     - 1984     MONUMENTED       WVDT
 AA9271  HISTORY     - 19930701 GOOD             NGS
 AA9271  HISTORY     - 19940916 GOOD             NGS
 AA9271  HISTORY     - 19960716 GOOD             NGS
 AA9271
 AA9271                          STATION DESCRIPTION
 AA9271
 AA9271'DESCRIBED BY WV DEPT TRANS 1984
 AA9271'A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 1094-METER POINT.
 AA9271'THE REDUCED MARK-TO-MARK DISTANCE IS 100.02 FEET.
 AA9271' 
 AA9271'THE BASE LINE IS LOCATED ABOUT 20.6 KM (12.8 MI) SOUTH OF WHEELING,
 AA9271'16.0 KM (9.9 MI) NORTHWEST OF CAMERON, AND 4.5 KM (2.8 MI) SOUTH OF
 AA9271'MOUNDSVILLE AT THE MARSHALL COUNTY AIRPORT.  THE BASE LINE RUNS ALONG
 AA9271'AND IS APPROXIMATELY PARALLEL WITH THE SOUTHEASTERN EDGE OF RUNWAY
 AA9271'(4-26).  --NOTE--  MR. DAVID BOARD, AIRPORT MANAGER, MOUNTAIN STATE
 AA9271'AVIATION, MARSHALL COUNTY AIRPORT, RD 2 BOX 322A, MOUNDSVILLE, WV
 AA9271'26041, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK ON THE BASE LINE AND
 AA9271'CAN PROVIDE AIRPORT ACCESS INFORMATION, TELEPHONE (304) 845-0200.
 AA9271' 
 AA9271'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON
 AA9271'THE NORTHEAST END.  IT CONSISTS OF THE 0, 150, 430, AND 1094 METER
 AA9271'POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND
 AA9271'NORTHEAST OF THE 1094 METER POINT.
 AA9271' 
 AA9271'TO REACH THE 0-METER POINT FROM THE SOUTHERN JUNCTION OF STATE HIGHWAY
 AA9271'2 AND U.S. HIGHWAY 250 (SEVENTH STREET), LOCATED IN DOWNTOWN
 AA9271'MOUNDSVILLE JUST EAST OF THE MOUNDSVILLE FEDERAL OFFICE BUILDING, GO
 AA9271'SOUTH ON STATE HIGHWAY 2 FOR 2.0 KM (1.2 MI) TO THE INTERSECTION OF
 AA9271'STATE HIGHWAY 2 ALTERNATE ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 AA9271'STATE HIGHWAY 2 ALTERNATE FOR 0.05 KM (0.03 MI) TO THE INTERSECTION OF
 AA9271'STATE HIGHWAY 2 EMERGENCY (ROBERTS RIDGE ROAD) ON THE LEFT. TURN LEFT
 AA9271'AND MEANDER SOUTHEASTERLY UP STATE HIGHWAY 2 EMERGENCY FOR 3.3 KM (2.1
 AA9271'MI) TO THE INTERSECTION OF KULL LANE (COUNTY ROAD 88/6) ON THE LEFT.
 AA9271'TURN LEFT AND GO SOUTHEASTERLY ON KULL LANE FOR 1.4 KM (0.9 MI) TO A
 AA9271'PAVED INTERSECTION ON THE RIGHT AND A LARGE WHITE HOUSE TO THE
 AA9271'SOUTHEAST.  TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 0.1 KM (0.06
 AA9271'MI) TO A LOCKED GATE AT THE ENTRANCE TO THE AIRPORT.  PASS THROUGH
 AA9271'GATE AND CONTINUE SOUTHERLY ACROSS THE AIRCRAFT PARKING AREA CURVING
 AA9271'TO SOUTHEAST ON THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE SOUTHWEST
 AA9271'CORNER OF RUNWAY (4-26).  TURN LEFT AND GO NORTHEAST CROSS-COUNTRY
 AA9271'PARALLELING THE SOUTHEAST EDGE OF RUNWAY (4-26) FOR 1.05 KM (O.65 MI)
 AA9271'TO THE 0- METER POINT NORTHEAST OF THE SOUTHEASTERN EDGE OF THE RUNWAY
 AA9271'NEAR THE SOUTHERN EDGE OF A STEEP DOWNSLOPE.
 AA9271' 
 AA9271'THE 1094-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AA9271'STAMPED--1094 M--, SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE
 AA9271'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 47.9 M (157.2 FT)
 AA9271'SOUTHWEST OF THE SOUTHWESTERN CORNER OF RUNWAY (4-26), 24.1 M (79.1
 AA9271'FT) SOUTHEAST OF REFERENCE MARK NO.  2, 19.7 M (64.6 FT) SOUTHWEST OF
 AA9271'REFERENCE MARK NO. 1, 5.6 M (18.4 FT) SOUTHEAST OF THE EXTENDED
 AA9271'SOUTHEASTERN EDGE OF RUNWAY (4-26), AND 4.5 M (14.8 FT)
 AA9271'NORTH-NORTHWEST OF THE SOUTHERN EDGE OF A STEEP DOWNSLOPE.
 AA9271
 AA9271                          STATION RECOVERY (1993)
 AA9271
 AA9271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM)
 AA9271'MARK IS A COMPONENT OF THE MARSHALL COUNTY CALIBRATION BASE LINE.
 AA9271'LOCATED ABOUT 20.6 KM (12.8 MI) SOUTH OF WHEELING, 16.0 KM (9.9 MI)
 AA9271'NORTHWEST OF CAMERON, AND 4.5 KM (2.8 MI) SOUTH OF MOUNDSVILLE AT THE
 AA9271'MARSHALL COUNTY AIRPORT.  MARK IS LOCATED NEAR THE SOUTHWESTERN CORNER
 AA9271'OF THE SOUTHEASTERN EDGE OF RUNWAY (6-24).  QUAD. MOUNDSVILLE, WV-OH.
 AA9271'**NOTE** MR. DAVID BOARD, AIRPORT MANAGER, MARSHALL COUNTY AIRPORT, RD
 AA9271'2 BOX 322A, MOUNDSVILLE, WV 26041, MUST BE NOTIFIED 24-HOURS PRIOR TO
 AA9271'WORK AND CAN PROVIDE AIRPORT ACCESS INFORMATION. TO REACH FROM THE
 AA9271'SOUTHERN JUNCTION OF STATE HIGHWAY 2 AND U.S. HIGHWAY 250 (SEVENTH
 AA9271'STREET), LOCATED IN DOWNTOWN MOUNDSVILLE JUST EAST OF THE MOUNDSVILLE
 AA9271'FEDERAL OFFICE BUILDING, GO SOUTH ON STATE HIGHWAY 2 FOR 2.0 KM (1.2
 AA9271'MI) TO THE INTERSECTION OF STATE HIGHWAY 2 ALTERNATE ON THE LEFT.
 AA9271'TURN LEFT AND GO SOUTH ON STATE HIGHWAY 2 ALTERNATE FOR 0.05 KM (0.03
 AA9271'MI) TO THE INTERSECTION OF STATE HIGHWAY 2 EMERGENCY (ROBERTS RIDGE
 AA9271'ROAD) ON THE LEFT.  TURN LEFT AND MEANDER SOUTHEASTERLY UP STATE
 AA9271'HIGHWAY 2 EMERGENCY FOR 3.3 KM (2.1 MI) TO THE INTERSECTION OF KULL
 AA9271'LANE (COUNTY ROAD 88/6) ON THE LEFT.  TURN LEFT AND GO SOUTHEASTERLY
 AA9271'ON KULL LANE FOR 1.4 KM (0.9 MI) TO A PAVED INTERSECTION ON THE RIGHT
 AA9271'AND A LARGE WHITE HOUSE TO THE SOUTHEAST. TURN RIGHT AND GO SOUTH ON
 AA9271'THE PAVED ROAD FOR 0.1 KM (0.1 MI) TO A LOCKED GATE AT THE ENTRANCE TO
 AA9271'THE AIRPORT.  PASS THROUGH GATE AND CONTINUE SOUTHERLY ACROSS THE
 AA9271'AIRCRAFT PARKING AREA CURVING TO SOUTHEAST ON THE TAXIWAY FOR 0.2 KM
 AA9271'(0.1 MI) TO THE SOUTHWEST CORNER OF RUNWAY (6-24).  TURN RIGHT AND GO
 AA9271'SOUTHWEST CROSS-COUNTRY PARALLELING THE EXTENDED SOUTHEAST EDGE OF THE
 AA9271'RUNWAY FOR 0.06 KM (0.04 MI) TO THE MARK. MARK IS SET IN THE TOP OF A
 AA9271'30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE
 AA9271'GROUND.  **NOTE** NO INFORMATION ABOUT MAGNETIC MATERIAL WAS AVAILABLE
 AA9271'AT TIME OF RECOVERY.  IT IS 47.9 M (157.2 FT) SOUTHWEST OF THE
 AA9271'SOUTHWESTERN CORNER OF RUNWAY (6-24), 24.1 M (79.1 FT) SOUTHEAST OF
 AA9271'REFERENCE MARK NO. 2, 19.7 M (64.6 FT) SOUTHWEST OF REFERENCE MARK NO.
 AA9271'1, 5.6 M (18.4 FT) SOUTHEAST OF THE EXTENDED SOUTHEASTERN EDGE OF
 AA9271'RUNWAY (4-26), AND 4.5 M (14.8 FT) NORTH-NORTHWEST OF THE SOUTHERN
 AA9271'EDGE OF A STEEP DOWNSLOPE. **NOTE** DRIVING ON THE RUNWAY IS STRICTLY
 AA9271'PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY. FOR MORE
 AA9271'INFORMATION PLEASE CONTACT MR. JOHN SCHELLHASE, P.O. BOX 187,
 AA9271'WHEELING, WV 26003, OR CONTACT MR. CLARENCE HEWITT, WV DEPARTMENT OF
 AA9271'TRANSPORTATION, 1001 LAFAYETTE AVENUE, MOUNDSVILLE, WV 26041.
 AA9271'DESCRIBED BY DAVID L. NOCK
 AA9271
 AA9271                          STATION RECOVERY (1994)
 AA9271
 AA9271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9271'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF MOUNDSVILLE AND
 AA9271'AT THE MARSHALL COUNTY AIRPORT ALONG THE SOUTHEAST SIDE OF THE
 AA9271'NORTHEAST-SOUTHWEST RUNWAY.  MR.  DAVID BOARD, AIRPORT MANAGER.
 AA9271'MOUNTAIN STATE AVIATION, MARSHALL COUNTY AIRPORT, RD 2 BOX 322A,
 AA9271'MOUNDSVILLE, WV 26041.  PHONE 304-845-0200.
 AA9271' 
 AA9271'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 250 AND STATE ROUTE 2, GO
 AA9271'SOUTH ON STATE ROUTE 2 FOR 1.3 MI (2.1 KM) TO ROBERTS RIDGE ROAD
 AA9271'(EMERGENCY WV2) , TURN LEFT AND GO 0.05 MI (0.08 KM) AND MAKE ANOTHER
 AA9271'LEFT FOLLOWING EMERGENCY WV2 SOUTH AND EAST FOR 2.1 MI (3.4 KM) TO
 AA9271'KULL LANE (ROAD 88/6) ON YOUR LEFT.  PROCEED NORTHERLY FOR 0.9 MI (1.4
 AA9271'KM) TO AIRPORT ENTRANCE AND MOUNTAIN STATE AVIATION ON YOUR RIGHT.
 AA9271'TURN RIGHT FOR 0.1 MI (0.2 KM) TO TERMINAL.  FROM THE TERMINAL GATE,
 AA9271'PROCEED 0.05 MI (0.08 KM) ACROSS TERMINAL RAMP TO A TAXIWAY, TURN
 AA9271'RIGHT (SOUTH-SOUTHWEST) ON TAXIWAY AND GO 0.05 MI (0.08 KM) TO RUNWAY
 AA9271'END 6, CROSS THE RUNWAY TO THE STATION ON THE SOUTH SIDE OF THE
 AA9271'RUNWAY.
 AA9271' 
 AA9271'LOCATED 48.1 M (157.8 FT) SOUTH-SOUTHEAST OF SOUTHEASTERLY CORNER OF
 AA9271'THE RUNWAY, 14.8 M (48.6 FT) SOUTHEAST OF RUNWAY END 6, 146.1 FT (44.5
 AA9271'M) SOUTHWEST OF THE SOUTHEASTERLY THESHOLD LIGHT, 15.0 M (49.2 FT)
 AA9271'SOUTHWEST OF STEEP BANK, 4.0 M (13.1 FT) NORTHWEST OF A STEEP BANK.
 AA9271' 
 AA9271'DESCRIBED BY RAZ
 AA9271
 AA9271                          STATION RECOVERY (1996)
 AA9271
 AA9271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 AA9271'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH9001 ***********************************************************************
 DH9001  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9001  DESIGNATION -  MARSHALL UNIV-HUN CORS ARP
 DH9001  CORS_ID     -  WVHU
 DH9001  PID         -  DH9001
 DH9001  STATE/COUNTY-  WV/CABELL
 DH9001  USGS QUAD   -  HUNTINGTON (1985)
 DH9001
 DH9001                         *CURRENT SURVEY CONTROL
 DH9001  ___________________________________________________________________
 DH9001* NAD 83(CORS)-  38 25 22.61741(N)    082 25 28.91887(W)     ADJUSTED  
 DH9001* NAVD 88     -                                                        
 DH9001  ___________________________________________________________________
 DH9001  EPOCH DATE  -        2002.00
 DH9001  X           -     659,611.553 (meters)                     COMP
 DH9001  Y           -  -4,959,867.719 (meters)                     COMP
 DH9001  Z           -   3,942,448.785 (meters)                     COMP
 DH9001  ELLIP HEIGHT-         187.69  (meters)          (03/??/06) GPS OBS
 DH9001  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 DH9001
 DH9001  HORZ ORDER  -  SPECIAL (CORS)
 DH9001  ELLP ORDER  -  SPECIAL (CORS)
 DH9001
 DH9001.ITRF positions are available for this station.
 DH9001.The coordinates were established by GPS observations
 DH9001.and adjusted by the National Geodetic Survey in March 2006..
 DH9001.The coordinates are valid at the epoch date displayed above.
 DH9001.The epoch date for horizontal control is a decimal equivalence
 DH9001.of Year/Month/Day.
 DH9001
 DH9001
 DH9001.The PID for the CORS L1 Phase Center is DH9002.
 DH9001
 DH9001.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9001
 DH9001.The ellipsoidal height was determined by GPS observations
 DH9001.and is referenced to NAD 83.
 DH9001
 DH9001.The geoid height was determined by GEOID03.
 DH9001
 DH9001;                    North         East     Units Scale Factor Converg.
 DH9001;SPC WV S     -   158,888.390   475,600.294   MT  0.99993431   -0 52 50.7
 DH9001
 DH9001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9001!SPC WV S     -   0.99997055  x   0.99993431  =   0.99990486
 DH9001
 DH9001                          SUPERSEDED SURVEY CONTROL
 DH9001
 DH9001.No superseded survey control is available for this station.
 DH9001
 DH9001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC7563453705(NAD 83)
 DH9001_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH9001
 DH9001                          STATION DESCRIPTION
 DH9001
 DH9001'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH9001'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9001'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9001'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9001'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9001'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH9002 ***********************************************************************
 DH9002  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9002  DESIGNATION -  MARSHALL UNIV-HUN CORS L1 PHASE CENTER
 DH9002  CORS_ID     -  WVHU
 DH9002  PID         -  DH9002
 DH9002  STATE/COUNTY-  WV/CABELL
 DH9002  USGS QUAD   -  HUNTINGTON (1985)
 DH9002
 DH9002                         *CURRENT SURVEY CONTROL
 DH9002  ___________________________________________________________________
 DH9002* NAD 83(CORS)-  38 25 22.61742(N)    082 25 28.91884(W)     ADJUSTED  
 DH9002* NAVD 88     -                                                        
 DH9002  ___________________________________________________________________
 DH9002  EPOCH DATE  -        2002.00
 DH9002  X           -     659,611.561 (meters)                     COMP
 DH9002  Y           -  -4,959,867.773 (meters)                     COMP
 DH9002  Z           -   3,942,448.829 (meters)                     COMP
 DH9002  ELLIP HEIGHT-         187.76  (meters)          (03/??/06) GPS OBS
 DH9002  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 DH9002
 DH9002  HORZ ORDER  -  SPECIAL (CORS)
 DH9002  ELLP ORDER  -  SPECIAL (CORS)
 DH9002
 DH9002.ITRF positions are available for this station.
 DH9002.The coordinates were established by GPS observations
 DH9002.and adjusted by the National Geodetic Survey in March 2006..
 DH9002.The coordinates are valid at the epoch date displayed above.
 DH9002.The epoch date for horizontal control is a decimal equivalence
 DH9002.of Year/Month/Day.
 DH9002
 DH9002
 DH9002.The PID for the CORS ARP is DH9001.
 DH9002
 DH9002.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9002
 DH9002.The ellipsoidal height was determined by GPS observations
 DH9002.and is referenced to NAD 83.
 DH9002
 DH9002.The geoid height was determined by GEOID03.
 DH9002
 DH9002;                    North         East     Units Scale Factor Converg.
 DH9002;SPC WV S     -   158,888.391   475,600.295   MT  0.99993431   -0 52 50.7
 DH9002
 DH9002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9002!SPC WV S     -   0.99997054  x   0.99993431  =   0.99990485
 DH9002
 DH9002                          SUPERSEDED SURVEY CONTROL
 DH9002
 DH9002.No superseded survey control is available for this station.
 DH9002
 DH9002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC7563453705(NAD 83)
 DH9002_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH9002
 DH9002                          STATION DESCRIPTION
 DH9002
 DH9002'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH9002'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9002'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9002'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9002'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9002'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH9003 ***********************************************************************
 DH9003  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9003  DESIGNATION -  MARSHALL UNIV-RAV CORS ARP
 DH9003  CORS_ID     -  WVRA
 DH9003  PID         -  DH9003
 DH9003  STATE/COUNTY-  WV/JACKSON
 DH9003  USGS QUAD   -  RAVENSWOOD (1994)
 DH9003
 DH9003                         *CURRENT SURVEY CONTROL
 DH9003  ___________________________________________________________________
 DH9003* NAD 83(CORS)-  38 56 28.86375(N)    081 45 04.84284(W)     ADJUSTED  
 DH9003* NAVD 88     -                                                        
 DH9003  ___________________________________________________________________
 DH9003  EPOCH DATE  -        2002.00
 DH9003  X           -     712,689.667 (meters)                     COMP
 DH9003  Y           -  -4,916,147.876 (meters)                     COMP
 DH9003  Z           -   3,987,348.800 (meters)                     COMP
 DH9003  ELLIP HEIGHT-         149.24  (meters)          (03/??/06) GPS OBS
 DH9003  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DH9003
 DH9003  HORZ ORDER  -  SPECIAL (CORS)
 DH9003  ELLP ORDER  -  SPECIAL (CORS)
 DH9003
 DH9003.ITRF positions are available for this station.
 DH9003.The coordinates were established by GPS observations
 DH9003.and adjusted by the National Geodetic Survey in March 2006..
 DH9003.The coordinates are valid at the epoch date displayed above.
 DH9003.The epoch date for horizontal control is a decimal equivalence
 DH9003.of Year/Month/Day.
 DH9003
 DH9003
 DH9003.The PID for the CORS L1 Phase Center is DH9004.
 DH9003
 DH9003.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9003
 DH9003.The ellipsoidal height was determined by GPS observations
 DH9003.and is referenced to NAD 83.
 DH9003
 DH9003.The geoid height was determined by GEOID03.
 DH9003
 DH9003;                    North         East     Units Scale Factor Converg.
 DH9003;SPC WV S     -   215,741.849   534,859.841   MT  1.00001288   -0 27 52.1
 DH9003
 DH9003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9003!SPC WV S     -   0.99997659  x   1.00001288  =   0.99998946
 DH9003
 DH9003                          SUPERSEDED SURVEY CONTROL
 DH9003
 DH9003.No superseded survey control is available for this station.
 DH9003
 DH9003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD3488610537(NAD 83)
 DH9003_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH9003
 DH9003                          STATION DESCRIPTION
 DH9003
 DH9003'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH9003'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9003'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9003'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9003'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9003'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH9004 ***********************************************************************
 DH9004  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9004  DESIGNATION -  MARSHALL UNIV-RAV CORS L1 PHASE CENTER
 DH9004  CORS_ID     -  WVRA
 DH9004  PID         -  DH9004
 DH9004  STATE/COUNTY-  WV/JACKSON
 DH9004  USGS QUAD   -  RAVENSWOOD (1994)
 DH9004
 DH9004                         *CURRENT SURVEY CONTROL
 DH9004  ___________________________________________________________________
 DH9004* NAD 83(CORS)-  38 56 28.86376(N)    081 45 04.84282(W)     ADJUSTED  
 DH9004* NAVD 88     -                                                        
 DH9004  ___________________________________________________________________
 DH9004  EPOCH DATE  -        2002.00
 DH9004  X           -     712,689.675 (meters)                     COMP
 DH9004  Y           -  -4,916,147.930 (meters)                     COMP
 DH9004  Z           -   3,987,348.845 (meters)                     COMP
 DH9004  ELLIP HEIGHT-         149.31  (meters)          (03/??/06) GPS OBS
 DH9004  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DH9004
 DH9004  HORZ ORDER  -  SPECIAL (CORS)
 DH9004  ELLP ORDER  -  SPECIAL (CORS)
 DH9004
 DH9004.ITRF positions are available for this station.
 DH9004.The coordinates were established by GPS observations
 DH9004.and adjusted by the National Geodetic Survey in March 2006..
 DH9004.The coordinates are valid at the epoch date displayed above.
 DH9004.The epoch date for horizontal control is a decimal equivalence
 DH9004.of Year/Month/Day.
 DH9004
 DH9004
 DH9004.The PID for the CORS ARP is DH9003.
 DH9004
 DH9004.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9004
 DH9004.The ellipsoidal height was determined by GPS observations
 DH9004.and is referenced to NAD 83.
 DH9004
 DH9004.The geoid height was determined by GEOID03.
 DH9004
 DH9004;                    North         East     Units Scale Factor Converg.
 DH9004;SPC WV S     -   215,741.849   534,859.842   MT  1.00001288   -0 27 52.1
 DH9004
 DH9004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9004!SPC WV S     -   0.99997657  x   1.00001288  =   0.99998945
 DH9004
 DH9004                          SUPERSEDED SURVEY CONTROL
 DH9004
 DH9004.No superseded survey control is available for this station.
 DH9004
 DH9004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD3488610537(NAD 83)
 DH9004_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH9004
 DH9004                          STATION DESCRIPTION
 DH9004
 DH9004'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH9004'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9004'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9004'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9004'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9004'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1907 ***********************************************************************
 JX1907  DESIGNATION -  MARTIN
 JX1907  PID         -  JX1907
 JX1907  STATE/COUNTY-  WV/UPSHUR
 JX1907  USGS QUAD   -  CENTURY (1976)
 JX1907
 JX1907                         *CURRENT SURVEY CONTROL
 JX1907  ___________________________________________________________________
 JX1907* NAD 83(1995)-  39 00 43.90845(N)    080 13 43.78672(W)     ADJUSTED  
 JX1907* NAVD 88     -       530.     (meters)    1739.     (feet)  SCALED    
 JX1907  ___________________________________________________________________
 JX1907  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 JX1907  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JX1907
 JX1907  HORZ ORDER  -  SECOND
 JX1907
 JX1907.The horizontal coordinates were established by classical geodetic methods
 JX1907.and adjusted by the National Geodetic Survey in April 1998..
 JX1907
 JX1907.The orthometric height was scaled from a topographic map.
 JX1907
 JX1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1907
 JX1907.The geoid height was determined by GEOID03.
 JX1907
 JX1907;                    North         East     Units Scale Factor Converg.
 JX1907;SPC WV S     -   223,620.805   666,793.477   MT  1.00003000   +0 28 36.2
 JX1907;UTM  17      - 4,318,412.924   566,765.950   MT  0.99965489   +0 29 07.7
 JX1907
 JX1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1907!SPC WV S     -   0.99992189  x   1.00003000  =   0.99995189
 JX1907!UTM  17      -   0.99992189  x   0.99965489  =   0.99957681
 JX1907
 JX1907|---------------------------------------------------------------------|
 JX1907| PID    Reference Object                     Distance      Geod. Az  |
 JX1907|                                                           dddmmss.s |
 JX1907| CX4113 MARTIN RM 1                           3.118 METERS 12401     |
 JX1907| HX2843 BUCKHANNON SNODGRASS HS CUPOLA      APPROX. 2.9 KM 1721556.5 |
 JX1907| HX2840 BUCKHANNON CO COURTHOUSE DOME       APPROX. 2.1 KM 1862331.0 |
 JX1907| HX2839 BUCKHANNON ST JOSEPHS HOSP          APPROX. 2.3 KM 1944951.0 |
 JX1907| CX4112 MARTIN AZ MK                                       2304612.9 |
 JX1907| CX4114 MARTIN RM 2                           6.157 METERS 23403     |
 JX1907|---------------------------------------------------------------------|
 JX1907
 JX1907                          SUPERSEDED SURVEY CONTROL
 JX1907
 JX1907  NAD 83(1986)-  39 00 43.91351(N)    080 13 43.79794(W) AD(       ) 2
 JX1907  NAD 27      -  39 00 43.56060(N)    080 13 44.49740(W) AD(       ) 2
 JX1907
 JX1907.Superseded values are not recommended for survey control.
 JX1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1907.See file dsdata.txt to determine how the superseded data were derived.
 JX1907
 JX1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6676618413(NAD 83)
 JX1907_MARKER: DS = TRIANGULATION STATION DISK
 JX1907_SETTING: 80 = SET IN A BOULDER
 JX1907_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JX1907
 JX1907  HISTORY     - Date     Condition        Report By
 JX1907  HISTORY     - 1941     MONUMENTED       CGS
 JX1907
 JX1907                          STATION DESCRIPTION
 JX1907
 JX1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1907'STATION IS LOCATED ABOUT 1-1/2 MILES N OF THE CITY OF BUCKHANNON ON
 JX1907'THE WESTERLY END OF A HIGH HILL
 JX1907'ABOUT 0.25 MILE E OF STATE HIGHWAY 20.  THERE ARE
 JX1907'A FEW SCATTERED TREES AND 2 LARGE
 JX1907'BOULDERS ON THE TOP OF THE HILL
 JX1907'THAT CAN BE SEEN FROM THE HIGHWAY.  THE MOST
 JX1907'WESTERLY OF THE 2
 JX1907'BOULDERS WAS U.S. GEOLOGICAL SURVEY STATION MARTIN BUT THE
 JX1907'STATION MARK
 JX1907'HAS BEEN DESTROYED AND COULD NOT BE RECOVERED.
 JX1907'
 JX1907'THE SURFACE MARK IS A STANDARD DISK SET FLUSH IN THE FLAT TOP
 JX1907'OF A 1- BY 1-FOOT
 JX1907'BOULDER, FLUSH WITH THE SURFACE OF THE GROUND, 9
 JX1907'FEET W OF THE MOST WESTERLY OF THE 2
 JX1907'LARGE BOULDERS AND IS STAMPED MARTIN 1941.
 JX1907'
 JX1907'UNDERGROUND MARK IS A STANDARD DISK SET IN BEDROCK.
 JX1907'
 JX1907'REFERENCE MARK NO. 1 IS A STANDARD DISK SET FLUSH IN A LEDGE
 JX1907'OF THE MOST
 JX1907'WESTERLY OF THE 2 BOULDERS AND IS STAMPED MARTIN NO. 1 1941.
 JX1907'
 JX1907'REFERENCE MARK NO. 2 IS A STANDARD DISK SET FLUSH IN THE FLAT
 JX1907'TOP OF A BOULDER 1
 JX1907'BY 2 FEET IN AREA AND PROJECTING 6 INCHES.  IT
 JX1907'IS STAMPED MARTIN NO. 2 1941.
 JX1907'
 JX1907'THE AZIMUTH MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE
 JX1907'CULVERT HEAD 1 BY
 JX1907'9 FEET IN AREA FLUSH WITH THE SURFACE OF THE
 JX1907'GROUND.  IT IS 15 FEET E OF THE
 JX1907'CENTER OF STATE HIGHWAY 20, 1-1/2
 JX1907'FEET W OF A FENCE LINE AND IS STAMPED MARTIN 1941.  TO REACH
 JX1907'TO REACH
 JX1907'FROM THE COURTHOUSE IN BUCKHANNON, GO N ON HIGHWAY 20 FOR 1.05
 JX1907'MILES TO THE
 JX1907'CULVERT AND THE MARK ON THE RIGHT.
 JX1907'
 JX1907'TO REACH THE STATION FROM THE COURTHOUSE IN BUCKHANNON, GO N
 JX1907'ON STATE HIGHWAY
 JX1907'20 FOR 1.5 MILES TO DEBARS FARM ON THE RIGHT AND
 JX1907'END OF TRUCK TRAVEL.  FROM HERE
 JX1907'PROCEED ON FOOT EASTERLY UP HILL
 JX1907'FOR 0.25 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4665 ***********************************************************************
 JV4665  DESIGNATION -  MARTIN
 JV4665  PID         -  JV4665
 JV4665  STATE/COUNTY-  WV/BERKELEY
 JV4665  USGS QUAD   -  MARTINSBURG (1979)
 JV4665
 JV4665                         *CURRENT SURVEY CONTROL
 JV4665  ___________________________________________________________________
 JV4665* NAD 83(1995)-  39 27 47.52510(N)    077 59 03.16994(W)     ADJUSTED  
 JV4665* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 JV4665  ___________________________________________________________________
 JV4665  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 JV4665  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JV4665
 JV4665  HORZ ORDER  -  SECOND
 JV4665
 JV4665.The horizontal coordinates were established by classical geodetic methods
 JV4665.and adjusted by the National Geodetic Survey in April 1998..
 JV4665
 JV4665.The orthometric height was scaled from a topographic map.
 JV4665
 JV4665.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4665
 JV4665.The geoid height was determined by GEOID03.
 JV4665
 JV4665;                    North         East     Units Scale Factor Converg.
 JV4665;SPC WV N     -   108,031.955   730,433.276   MT  0.99994476   +0 58 00.2
 JV4665;UTM  18      - 4,372,432.222   243,262.455   MT  1.00041163   -1 53 51.9
 JV4665;UTM  17      - 4,372,522.714   759,454.249   MT  1.00042890   +1 55 04.3
 JV4665
 JV4665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4665!SPC WV N     -   0.99997871  x   0.99994476  =   0.99992347
 JV4665!UTM  18      -   0.99997871  x   1.00041163  =   1.00039033
 JV4665!UTM  17      -   0.99997871  x   1.00042890  =   1.00040760
 JV4665
 JV4665|---------------------------------------------------------------------|
 JV4665| PID    Reference Object                     Distance      Geod. Az  |
 JV4665|                                                           dddmmss.s |
 JV4665| CK7818 MARTIN RM 1                          18.861 METERS 02950     |
 JV4665| CK7817 MARTIN AZ MK                                       1122806.3 |
 JV4665| JV4666 MARTINSBURG INTERWO MILLS STK       APPROX. 1.2 KM 1332558.5 |
 JV4665| CK7819 MARTIN RM 2                          16.377 METERS 29447     |
 JV4665|---------------------------------------------------------------------|
 JV4665
 JV4665                          SUPERSEDED SURVEY CONTROL
 JV4665
 JV4665  NAD 83(1995)-  39 27 47.52500(N)    077 59 03.17006(W) AD(       ) 2
 JV4665  NAD 83(1995)-  39 27 47.52474(N)    077 59 03.17261(W) AD(       ) 2
 JV4665  NAD 83(1986)-  39 27 47.52487(N)    077 59 03.17912(W) AD(       ) 2
 JV4665  NAD 27      -  39 27 47.17000(N)    077 59 04.18500(W) AD(       ) 2
 JV4665
 JV4665.Superseded values are not recommended for survey control.
 JV4665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4665.See file dsdata.txt to determine how the superseded data were derived.
 JV4665
 JV4665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ4326272432(NAD 83)
 JV4665_MARKER: DS = TRIANGULATION STATION DISK
 JV4665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4665_STAMPING: MARTIN 1935
 JV4665_MARK LOGO: CGS   
 JV4665_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV4665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV4665+STABILITY: SURFACE MOTION
 JV4665
 JV4665  HISTORY     - Date     Condition        Report By
 JV4665  HISTORY     - 1935     MONUMENTED       CGS
 JV4665  HISTORY     - 1951     GOOD             CGS
 JV4665  HISTORY     - 1967     MARK NOT FOUND   LOCSUR
 JV4665  HISTORY     - 1973     GOOD             NGS
 JV4665  HISTORY     - 1977     GOOD             ALSTER
 JV4665  HISTORY     - 1979     GOOD             LOCENG
 JV4665  HISTORY     - 19930413 GOOD             WOOLPT
 JV4665
 JV4665                          STATION DESCRIPTION
 JV4665
 JV4665'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JV4665'STATION IS LOCATED ON WNW SIDE OF MARTINSBURG, ABOUT 0.4 MILE FROM
 JV4665'CITY LIMIT AND ABOUT
 JV4665'150 YARDS N OF KING STREET.  IT IS ON A PARTIALLY-DEVELOPED
 JV4665'UNPAVED STREET CALLED AT PRESENT
 JV4665'WASHINGTON AVENUE
 JV4665'(NOT TO BE CONFUSED WITH WASHINGTON AVENUE IN THE
 JV4665'TOWN PROPER).
 JV4665'IT IS ABOUT 6 FEET WNW OF E EDGE OF STREET PROPERTY LINE.  MARK
 JV4665'PROJECTS 4 INCHES.
 JV4665'
 JV4665'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 JV4665'BRONZE DISKS SET IN CONCRETE.
 JV4665'
 JV4665'REFERENCE MARK NO. 1 IS 18.862 METERS (61.88 FEET) NE OF
 JV4665'STATION ON E
 JV4665'PROPERTY LINE OF STREET.  MARK PROJECTS 10 INCHES.
 JV4665'
 JV4665'REFERENCE MARK NO. 2 IS 16.377 METERS (53.73 FEET) WNW OF
 JV4665'STATION IN SLOPE
 JV4665'OF CUT BANK ON W SIDE OF STREET.  MARK PROJECTS
 JV4665'6 INCHES.
 JV4665'
 JV4665'DISTANCE OF REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 JV4665'26.077 METERS
 JV4665'(85.55 FEET).
 JV4665'
 JV4665'THE AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 JV4665'HOLE IN
 JV4665'OUTCROPPING BEDROCK, SET 0.4 MILE ESE OF STATION AT FIVE
 JV4665'POINT INTERSECTION OF
 JV4665'TENNESSEE, MARTIN AND ILLINOIS AVENUES, 1
 JV4665'BLOCK N OF KING STREET, IN CURB AT SE
 JV4665'ANGLE OF TENNESSEE AND MARTIN.
 JV4665'
 JV4665'A 64-FOOT TOWER WAS USED.
 JV4665
 JV4665                          STATION RECOVERY (1951)
 JV4665
 JV4665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 JV4665'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND IN GOOD
 JV4665'CONDITION WITH THE EXCEPTION OF REFERENCE MARK
 JV4665'2 WHICH HAS BEEN TILTED SLIGHTLY BUT IS SOLID IN
 JV4665'THE GROUND AND FORMS PART OF THE
 JV4665'FENCE LINE OF A RESIDENCE AND,
 JV4665'THEREFORE, WAS NOT DESTROYED BY THIS PARTY.  THE
 JV4665'AZIMUTH MARK WAS
 JV4665'NOTED AS SET IN BEDROCK INSTEAD OF IN THE TOP OF A CONCRETE CURB,
 JV4665'IT IS NO LONGER
 JV4665'VISIBLE FROM THE GROUND DUE TO THE CONSTRUCTION OF
 JV4665'HOMES AND THE GROWTH OF SHADE
 JV4665'TREES.  AT THE REQUEST OF THE CITY
 JV4665'ENGINEER, THE AZIMUTH MARK WAS DESTROYED BY THIS
 JV4665'PARTY.  THE
 JV4665'STACK, LISTED IN 1935 AS MARTINSBURG SCHOOL, APPEARS TO BE IN ERROR
 JV4665'AND SHOULD BE
 JV4665'CONTINENTAL BRICK COMPANY STACK.  NO NEW MARKS
 JV4665'WERE ESTABLISHED BY THIS PARTY.
 JV4665'A COMPLETE NEW DESCRIPTION FOLLOWS-
 JV4665'
 JV4665'STATION IS LOCATED IN THE NW SECTION OF MARTINSBURG, ON WHAT
 JV4665'IS LOCALLY KNOWN
 JV4665'AS RED HILL, ON PROPERTY OWNED BY RONALD CHEESEMAN.
 JV4665'IT IS ABOUT 150 YARDS N OF KING
 JV4665'STREET, 30 FEET E OF THE CENTER
 JV4665'OF WASHINGTON AVENUE, AND 6 FEET E OF THE E EDGE
 JV4665'OF WASHINGTON
 JV4665'AVENUE.  SURFACE STATION MARK IS A STANDARD STATION DISK, STAMPED
 JV4665'MARTIN 1935 AND
 JV4665'SET IN THE TOP OF A CONCRETE POST PROJECTING
 JV4665'ABOUT 4 INCHES.
 JV4665'
 JV4665'UNDERGROUND STATION MARK IS A STANDARD DISK SET IN THE TOP OF
 JV4665'A CONCRETE POST.
 JV4665'
 JV4665'REFERENCE MARK 1 IS NE OF THE STATION, 38 FEET E OF THE CENTER
 JV4665'OF WASHINGTON
 JV4665'AVENUE, AND 1 FT. LOWER IN ELEVATION THAN THE STATION.
 JV4665'IT IS A STANDARD REFERENCE MARK
 JV4665'DISK, STAMPED MARTIN NO 1
 JV4665'1935 AND SET IN THE TOP OF A CONCRETE POST
 JV4665'PROJECTING ABOUT 12 INCHES.
 JV4665'
 JV4665'REFERENCE MARK 2 IS NW OF THE STATION, 52 FEET E OF THE NE
 JV4665'CORNER OF A
 JV4665'TWO-STORY BRICK HOUSE OF MR. GUTEKUNST, 20 FEET W OF
 JV4665'THE CENTER OF WASHINGTON
 JV4665'AVENUE, AND 5 FEET N OF THE CENTER OF A
 JV4665'CONCRETE TRACK DRIVEWAY.  IT IS NEAR THE
 JV4665'PROPERTY LINE OF MR. GUTEKUNST.  IT IS A STANDARD REFERENCE MARK
 JV4665'DISK, STAMPED MARTIN NO 2
 JV4665'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 10
 JV4665'INCHES.
 JV4665
 JV4665                          STATION RECOVERY (1967)
 JV4665
 JV4665'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (JRB)
 JV4665'DID NOT FIND.
 JV4665'
 JV4665'NOT FOUND - USED DESCRIPTION OF ITEM 8 OF LINE 2, GERRARDSTOWN
 JV4665'QUADRANGLE, UNADJUSTED FIELD LEVELS, EDITION OF 1/7/64 U.S.G.S.
 JV4665'
 JV4665'STATION MARKER WAS EITHER REMOVED OR COVERED OVER WITH EARTH.
 JV4665'REFERENCE MARKS COULD NOT BE FOUND EITHER.  THE SEARCH WAS NOT
 JV4665'EXHAUSTIVE, HOWEVER, AND THESE DISKS MAY SIMPLY BE BURIED.
 JV4665'
 JV4665'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MI. WEST OF
 JV4665'MARTINSBURG, W.VA. (WITHIN CITY LIMITS).
 JV4665
 JV4665                          STATION RECOVERY (1973)
 JV4665
 JV4665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JV4665'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JV4665'REFERENCE MARKS WERE NOT FOUND.  IT IS BELIEVED REFERENCE MARK 1 IS
 JV4665'UNDER SEVERAL FEET OF FILL AND STILL INTACT.  TWO NEW REFERENCE
 JV4665'MARKS WERE ESTABLISHED AT THIS DATE.  THE AZIMUTH MARK WAS DESTROYED
 JV4665'BY C AND G S IN 1951.  THERE IS NO SUITABLE PLACE TO SET A NEW
 JV4665'AZIMUTH MARK.
 JV4665'
 JV4665'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JV4665'
 JV4665'THE STATION IS LOCATED ON A LOW HILL IN THE WEST PART OF
 JV4665'MARTINSBURG, ON THE EAST SIDE OF SOUTH REDHILL ROAD.  THE PROPERTY
 JV4665'IS PRIVATE OWNED AND THE OWNERS NAME IS UNKNOWN.
 JV4665'
 JV4665'TO REACH THE STATION FROM THE FEDERAL BUILDING IN MARTINSBURG, GO
 JV4665'WESTERLY ON WEST KING STREET FOR 1.1 MILE TO A SIDE ROAD RIGHT AT
 JV4665'THE TOP OF A SMALL RISE.  TURN RIGHT AND GO NORTH ON REDHILL ROAD
 JV4665'FOR 0.08 MILE TO THE TOP OF THE HILL AND THE STATION ON THE
 JV4665'RIGHT.
 JV4665'
 JV4665'THE STATION MARK IS A STANDARD DISK STAMPED MARTIN 1935, SET IN THE
 JV4665'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 1 INCH BELOW THE
 JV4665'SURFACE.  IT IS 45 FEET SOUTHEAST OF THE INTERSECTION OF SOUTH
 JV4665'REDHILL ROAD AND MARTIN STREET, 30 FEET EAST OF THE CENTER OF
 JV4665'SOUTH REDHILL ROAD, 21 FEET SOUTH OF A FIRE HYDRANT AND 2.3 FEET
 JV4665'NORTH OF A WITNESS POST.
 JV4665'
 JV4665'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MARTIN 1935 NO 3
 JV4665'1973, CEMENTED IN A DRILL HOLE IN A ROCK WALL ON THE WEST SIDE OF
 JV4665'SOUTH REDHILL ROAD AND IT PROJECTS 3 FEET.  IT IS 60 FEET SOUTH OF
 JV4665'THE CENTER OF MARTIN STREET, 58 FEET WEST-SOUTHWEST OF THE WITNESS
 JV4665'POST AND 25 FEET WEST OF THE CENTER OF SOUTH REDHILL ROAD.
 JV4665'
 JV4665'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MARTIN 1935 NO 4 1973,
 JV4665'CEMENTED IN A DRILL HOLE IN A CURB ON THE EAST SIDE OF THE
 JV4665'INTERSECTION OF SOUTH REDHILL ROAD AND MARTIN STREET AND IT
 JV4665'PROJECTS 6 INCHES.  IT IS 40 FEET NORTH OF THE FIRE HYDRANT, 30
 JV4665'FEET EAST OF THE CENTER OF SOUTH REDHILL ROAD AND 64 FEET NORTH OF
 JV4665'THE WITNESS POST.
 JV4665'
 JV4665'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST PART OF
 JV4665'MARTINSBURG.
 JV4665
 JV4665                          STATION RECOVERY (1977)
 JV4665
 JV4665'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977 (TCH)
 JV4665'MARTIN 1935 RECOVERED GOOD.
 JV4665'
 JV4665'RM NO. 3 RECOVERED GOOD.
 JV4665'
 JV4665'RM NO. 4 RECOVERED GOOD.
 JV4665'
 JV4665'DESCRIPTION ADEQUATE.
 JV4665'
 JV4665'DISTANCE AND DIRECTION FROM NEAREST TOWN--WNW SIDE OF THE CITY OF
 JV4665'MARTINSBURG.
 JV4665
 JV4665                          STATION RECOVERY (1979)
 JV4665
 JV4665'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (FWG)
 JV4665'MARTIN, 1935 RECOVERED GOOD.
 JV4665'
 JV4665'DISTANCE AND DIRECTION FROM NEAREST TOWN--27 FEET + OR - EAST
 JV4665'CENTERLINE RED HILL LANE, 500 FEET + OR - NORTH OF WEST
 JV4665'KING STREET.
 JV4665
 JV4665                          STATION RECOVERY (1993)
 JV4665
 JV4665'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TFM)
 JV4665'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3048 ***********************************************************************
 HX3048  DESIGNATION -  MARTIN 1881
 HX3048  PID         -  HX3048
 HX3048  STATE/COUNTY-  WV/KANAWHA
 HX3048  USGS QUAD   -  CHARLESTON EAST (1976)
 HX3048
 HX3048                         *CURRENT SURVEY CONTROL
 HX3048  ___________________________________________________________________
 HX3048* NAD 83(1995)-  38 21 25.37653(N)    081 36 17.93927(W)     ADJUSTED  
 HX3048* NAVD 88     -       352.9    (meters)    1158.     (feet)  VERTCON   
 HX3048  ___________________________________________________________________
 HX3048  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 HX3048  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HX3048
 HX3048  HORZ ORDER  -  SECOND
 HX3048
 HX3048.The horizontal coordinates were established by classical geodetic methods
 HX3048.and adjusted by the National Geodetic Survey in April 1998..
 HX3048
 HX3048.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3048
 HX3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3048
 HX3048.The geoid height was determined by GEOID03.
 HX3048
 HX3048;                    North         East     Units Scale Factor Converg.
 HX3048;SPC WV S     -   150,790.127   547,125.575   MT  0.99993020   -0 22 26.4
 HX3048;UTM  17      - 4,245,604.737   447,142.432   MT  0.99963441   -0 22 31.6
 HX3048
 HX3048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3048!SPC WV S     -   0.99994981  x   0.99993020  =   0.99988001
 HX3048!UTM  17      -   0.99994981  x   0.99963441  =   0.99958424
 HX3048
 HX3048:                Primary Azimuth Mark                     Grid Az
 HX3048:SPC WV S     -  ELK 1881                                 331 43 02.1
 HX3048:UTM  17      -  ELK 1881                                 331 43 07.3
 HX3048
 HX3048|---------------------------------------------------------------------|
 HX3048| PID    Reference Object                     Distance      Geod. Az  |
 HX3048|                                                           dddmmss.s |
 HX3048| HX3055 ELK 1881                            APPROX. 1.9 KM 3312035.7 |
 HX3048|---------------------------------------------------------------------|
 HX3048
 HX3048                          SUPERSEDED SURVEY CONTROL
 HX3048
 HX3048  NAD 83(1995)-  38 21 25.38395(N)    081 36 17.94498(W) AD(       ) 2
 HX3048  NAD 83(1986)-  38 21 25.38480(N)    081 36 17.94576(W) AD(       ) 2
 HX3048  NAD 27      -  38 21 25.02700(N)    081 36 18.50500(W) AD(       ) 2
 HX3048  NGVD 29 (07/19/86)  353.1    (m)         1158.     (f) VERT ANG       
 HX3048
 HX3048.Superseded values are not recommended for survey control.
 HX3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3048.See file dsdata.txt to determine how the superseded data were derived.
 HX3048
 HX3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4714245605(NAD 83)
 HX3048_MARKER: N = NAIL
 HX3048_SETTING: 0 = UNSPECIFIED SETTING
 HX3048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX3048
 HX3048  HISTORY     - Date     Condition        Report By
 HX3048  HISTORY     - 1881     MONUMENTED       CGS
 HX3048  HISTORY     - 1939     SEE DESCRIPTION  CGS
 HX3048
 HX3048                          STATION DESCRIPTION
 HX3048
 HX3048'DESCRIBED BY COAST AND GEODETIC SURVEY 1881 (ATM)
 HX3048'ABOUT 1-1/2 MILES FROM CHARLESTON AND JUST NORTH OF CEMETERY HILL, ON
 HX3048'A HILL KNOWN AS MARTINS
 HX3048'HILL.  THE STATION IS NOT ON THE HIGHEST PART
 HX3048'OF THE HILL BUT ABOUT 2 METERS
 HX3048'SOUTH OF THE LINE FENCE BETWEEN
 HX3048'THE LAND OF DICK MARTIN AND THAT OF WILLIAM
 HX3048'MELTON.  IT IS MARKED
 HX3048'BY A NAIL IN THE TOP OF A STAKE AND 2 FEET UNDERGROUND BY AN
 HX3048'EARTHENWARE
 HX3048'PYRAMID.  A STUMP MARKED WITH 2 NAILS IS 9.98 METERS
 HX3048'S. 37 DEG E. (MAG.) FROM THE
 HX3048'STATION AND ANOTHER STUMP MARKED WITH
 HX3048'4 NAILS IS 3.69 METERS S. 31 DEG 08 MIN W.
 HX3048'(MAG.).  A LONE CHESTNUT
 HX3048'OAK IS N. 89 DEG 35 MIN E. (MAG.) FROM THE STATION.
 HX3048
 HX3048                          STATION RECOVERY (1939)
 HX3048
 HX3048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (AAA)
 HX3048'STATION IS LOCATED 1/4 MILE SOUTH OF S.A. MARTINS RESIDENCE.
 HX3048'THE APPROXIMATE
 HX3048'LOCATION OF THE ORIGINAL STATION WAS IDENTIFIED
 HX3048'BY MR. S.A. MARTIN WHOSE RESIDENCE
 HX3048'IS ON THE NORTH SIDE OF
 HX3048'HILL.  THE EARTHENWARE PYRAMID IS IN POSSESSION OF MR. MARTIN,
 HX3048'WHO REMEMBERED HIS BROTHER HAVING DUG IT UP ABOUT FIFTY YEARS
 HX3048'AGO, WHEN THEY WERE SMALL BOYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4666 ***********************************************************************
 JV4666  DESIGNATION -  MARTINSBURG INTERWO MILLS STK
 JV4666  PID         -  JV4666
 JV4666  STATE/COUNTY-  WV/BERKELEY
 JV4666  USGS QUAD   -  MARTINSBURG (1979)
 JV4666
 JV4666                         *CURRENT SURVEY CONTROL
 JV4666  ___________________________________________________________________
 JV4666* NAD 83(1995)-  39 27 21.43237(N)    077 58 27.61985(W)     ADJUSTED  
 JV4666* NAVD 88     -                                                        
 JV4666  ___________________________________________________________________
 JV4666  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 JV4666  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JV4666
 JV4666  HORZ ORDER  -  THIRD
 JV4666
 JV4666.The horizontal coordinates were established by classical geodetic methods
 JV4666.and adjusted by the National Geodetic Survey in April 1998..
 JV4666
 JV4666
 JV4666.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4666
 JV4666.The geoid height was determined by GEOID03.
 JV4666
 JV4666;                    North         East     Units Scale Factor Converg.
 JV4666;SPC WV N     -   107,241.797   731,296.604   MT  0.99994512   +0 58 22.9
 JV4666;UTM  18      - 4,371,599.524   244,085.602   MT  1.00040643   -1 53 28.2
 JV4666;UTM  17      - 4,371,746.617   760,330.999   MT  1.00043451   +1 55 25.8
 JV4666
 JV4666                          SUPERSEDED SURVEY CONTROL
 JV4666
 JV4666  NAD 83(1995)-  39 27 21.43225(N)    077 58 27.61993(W) AD(       ) 4
 JV4666  NAD 83(1995)-  39 27 21.43188(N)    077 58 27.62247(W) AD(       ) 4
 JV4666  NAD 83(1986)-  39 27 21.43184(N)    077 58 27.62846(W) AD(       ) 4
 JV4666  NAD 27      -  39 27 21.07900(N)    077 58 28.63800(W) AD(       ) 3
 JV4666
 JV4666.Superseded values are not recommended for survey control.
 JV4666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4666.See file dsdata.txt to determine how the superseded data were derived.
 JV4666
 JV4666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ4408671600(NAD 83)
 JV4666_MARKER: 63 = STACK
 JV4666
 JV4666  HISTORY     - Date     Condition        Report By
 JV4666  HISTORY     - 1927     FIRST OBSERVED   CGS
 JV4666  HISTORY     - 1965     GOOD             CGS
 JV4666
 JV4666                          STATION DESCRIPTION
 JV4666
 JV4666'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EP)
 JV4666'NO DESCRIPTION AVAILABLE AT TIME OF RECOVERY.  THE INTERSECTION
 JV4666'STATION IS LOCATED
 JV4666'ON THE PROPERTY OF MARTINSBURG MILLS.  IT IS 395 FT S. OF W. JOHN
 JV4666'ST., 82 FT W. OF PORTER ST.,
 JV4666'AND 16 FT S.W. OF THE S.W. CORNER OF A BUILDING.  IT IS A 200 FT HIGH
 JV4666'WHITE CHIMNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2935 ***********************************************************************
 JV2935  DESIGNATION -  MARTINSBURG NORTH BASE RESET
 JV2935  PID         -  JV2935
 JV2935  STATE/COUNTY-  WV/BERKELEY
 JV2935  USGS QUAD   -  MARTINSBURG (1979)
 JV2935
 JV2935                         *CURRENT SURVEY CONTROL
 JV2935  ___________________________________________________________________
 JV2935* NAD 83(1995)-  39 24 46.69363(N)    077 59 53.93738(W)     ADJUSTED  
 JV2935* NAVD 88     -       160.158  (meters)     525.45   (feet)  ADJUSTED  
 JV2935  ___________________________________________________________________
 JV2935  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 JV2935  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JV2935  DYNAMIC HT  -         160.060 (meters)     525.13  (feet)  COMP
 JV2935  MODELED GRAV-     980,016.3   (mgal)                       NAVD 88
 JV2935
 JV2935  HORZ ORDER  -  FIRST
 JV2935  VERT ORDER  -  SECOND    CLASS 0
 JV2935
 JV2935.The horizontal coordinates were established by classical geodetic methods
 JV2935.and adjusted by the National Geodetic Survey in April 1998..
 JV2935
 JV2935.The orthometric height was determined by differential leveling
 JV2935.and adjusted by the National Geodetic Survey in June 1991..
 JV2935
 JV2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV2935
 JV2935.The geoid height was determined by GEOID03.
 JV2935
 JV2935.The dynamic height is computed by dividing the NAVD 88
 JV2935.geopotential number by the normal gravity value computed on the
 JV2935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2935.degrees latitude (g = 980.6199 gals.).
 JV2935
 JV2935.The modeled gravity was interpolated from observed gravity values.
 JV2935
 JV2935;                    North         East     Units Scale Factor Converg.
 JV2935;SPC WV N     -   102,435.820   729,313.119   MT  0.99994762   +0 57 27.8
 JV2935;SPC VA N     - 2,193,967.179 3,543,207.045   MT  1.00004474   +0 18 47.2
 JV2935;SPC VA N     - 7,198,040.65 11,624,671.78   sFT  1.00004474   +0 18 47.2
 JV2935;UTM  18      - 4,366,896.432   241,863.479   MT  1.00042051   -1 54 16.9
 JV2935;UTM  17      - 4,366,906.082   758,426.547   MT  1.00042235   +1 54 24.6
 JV2935
 JV2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV2935!SPC WV N     -   0.99998022  x   0.99994762  =   0.99992784
 JV2935!SPC VA N     -   0.99998022  x   1.00004474  =   1.00002496
 JV2935!UTM  18      -   0.99998022  x   1.00042051  =   1.00040072
 JV2935!UTM  17      -   0.99998022  x   1.00042235  =   1.00040256
 JV2935
 JV2935|---------------------------------------------------------------------|
 JV2935| PID    Reference Object                     Distance      Geod. Az  |
 JV2935|                                                           dddmmss.s |
 JV2935| CK7832 MARTINSBURG NORTH BASE RM 1          21.268 METERS 11616     |
 JV2935| CK7833 MARTINSBURG NORTH BASE RM 2          16.940 METERS 15439     |
 JV2935| CK7834 MARTINSBURG NORTH BASE RM 3          20.308 METERS 17346     |
 JV2935| JW1421 MARTINSBURG SOUTH BASE              APPROX. 9.4 KM 2131400.7 |
 JV2935| JW1422 INWOOD MUSSELMAN PLANT TANK         APPROX. 7.3 KM 2132341.3 |
 JV2935|---------------------------------------------------------------------|
 JV2935
 JV2935                          SUPERSEDED SURVEY CONTROL
 JV2935
 JV2935  NAD 83(1995)-  39 24 46.69360(N)    077 59 53.93736(W) AD(       ) 1
 JV2935  NAD 83(1995)-  39 24 46.69331(N)    077 59 53.94028(W) AD(       ) 1
 JV2935  NAD 83(1986)-  39 24 46.69386(N)    077 59 53.94539(W) AD(       ) 1
 JV2935  NAD 27      -  39 24 46.33700(N)    077 59 54.95200(W) AD(       ) 1
 JV2935  NGVD 29 (??/??/??)  160.321  (m)          525.99   (f) ADJUSTED    2 0
 JV2935
 JV2935.Superseded values are not recommended for survey control.
 JV2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2935.See file dsdata.txt to determine how the superseded data were derived.
 JV2935
 JV2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ4186366896(NAD 83)
 JV2935_MARKER: DS = TRIANGULATION STATION DISK
 JV2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2935_SP_SET: CONCRETE POST
 JV2935_STAMPING: NORTH BASE 1927
 JV2935_MARK LOGO: CGS   
 JV2935_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV2935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2935+STABILITY: SURFACE MOTION
 JV2935
 JV2935  HISTORY     - Date     Condition        Report By
 JV2935  HISTORY     - 1927     MONUMENTED       CGS
 JV2935  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JV2935  HISTORY     - 1958     GOOD             CGS
 JV2935  HISTORY     - 1965     GOOD             CGS
 JV2935  HISTORY     - 1965     GOOD             CGS
 JV2935  HISTORY     - 1977     GOOD             ALSTER
 JV2935  HISTORY     - 1983     GOOD             NGS
 JV2935  HISTORY     - 19930413 GOOD             WOOLPT
 JV2935
 JV2935                          STATION DESCRIPTION
 JV2935
 JV2935'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 JV2935'STATION IS ABOUT 4-1/2 MILES SSW OF MARTINSBURG, 1 MILE NE OF
 JV2935'TABLERS STATION,
 JV2935'AND 1 MILE SW OF PIKESIDE, ON THE EXTENSION OF
 JV2935'THE RAILROAD TANGENT THROUGH
 JV2935'TABLERS, ON THE FIRST CURVE N OF
 JV2935'TABLERS.
 JV2935'
 JV2935'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 JV2935'IN CONCRETE.
 JV2935'
 JV2935'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN OUTCROPPING BEDROCK.
 JV2935'
 JV2935'STATION CAN BE REACHED FROM MARTINSBURG BY WINCHESTER PIKE
 JV2935'ABOUT 1-1/2 MILES
 JV2935'TO CROSSROADS IN S EDGE OF PIKESIDE, THE FIRST
 JV2935'CROSS ROAD ABOUT 1/4 MILE N OF A
 JV2935'BRICK SCHOOL ON THE LEFT.  TURN
 JV2935'W ON CROSS ROAD ABOUT 0.3 MILE TO A RIGHT-HAND
 JV2935'TURN.  STATION IS
 JV2935'IN THIS ROCKY PASTURE, NEAR FENCE WHICH IS ON EXTENSION OF S SIDE
 JV2935'OF ROAD, AND
 JV2935'ON EXTENSION OF OFFSET FROM RAILROAD TANGENT.
 JV2935'PASTURE BELONGS TO W.J.
 JV2935'DANAHAR, WHO OPERATES A LARGE QUARRY S
 JV2935'OF MARTINSBURG AND LIVES NEAR THE QUARRY.
 JV2935'
 JV2935'HEIGHT OF SIGNAL ABOVE STATION MARK 22.875 METERS.
 JV2935
 JV2935                          STATION RECOVERY (1935)
 JV2935
 JV2935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 JV2935'STATION IS LOCATED ABOUT 3.5 MILES SSW OF
 JV2935'MARTINSBURG, AND 1
 JV2935'MILE SW OF PIKESIDE, AT THE N SIDE OF A ROCKY
 JV2935'CULTIVATED FIELD BORDERED BY THE
 JV2935'PENNSYLVANIA RAILROAD RIGHT-OF-WAY
 JV2935'ON THE W AND AN APPLE ORCHARD ON THE N AND E.  IT IS 0.35
 JV2935'MILE W OF U.S. HIGHWAY 11, AND 125 FEET SSW OF RIGHT ANGLE TURN
 JV2935'IN GRAVEL ROAD.
 JV2935'
 JV2935'THE ORIGINAL SURFACE MARK HAD BEEN DESTROYED BUT THE UNDERGROUND
 JV2935'MARK WAS FOUND TO
 JV2935'BE IN GOOD CONDITION.  NEW SURFACE MARK,
 JV2935'A STANDARD BRONZE DISK IN CONCRETE,
 JV2935'WAS SET 10 INCHES BELOW SURFACE.
 JV2935'
 JV2935'REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 JV2935'
 JV2935'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 JV2935'WEST VIRGINIA
 JV2935'HIGHWAY 9 IN MARTINSBURG, GO SW ON U.S. HIGHWAY 11
 JV2935'FOR 3.85 MILES TO A T-ROAD
 JV2935'RIGHT.  TURN RIGHT, GO 0.35 MILE TO
 JV2935'POINT WHERE ROAD TURNS N, FROM HERE GO 40
 JV2935'PACES SW TO THE STATION.
 JV2935'
 JV2935'A 64-FOOT TOWER CLEARED ALL LINES EXCEPT LINE TO MARTIN,
 JV2935'WHICH WILL REQUIRE
 JV2935'A 100-FOOT TOWER TO CLEAR.
 JV2935
 JV2935                          STATION RECOVERY (1958)
 JV2935
 JV2935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 JV2935'STATION AND THREE REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A 4
 JV2935'INCH LOCUST TREE WAS
 JV2935'GROWING RIGHT NEXT TO STATION MARK AND MAY HAVE DISTURBED
 JV2935'MARK SLIGHTLY.  THE FOLLOWING
 JV2935'ANGLES BETWEEN REFERENCE MARKS AND DISTANCES
 JV2935'TO REFERENCE MARK WERE MEASURED.
 JV2935'
 JV2935'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.  STATION
 JV2935'IS 4.8 FEET NORTH OF A
 JV2935'6 INCH LOCUST TREE.
 JV2935
 JV2935                          STATION RECOVERY (1965)
 JV2935
 JV2935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 JV2935'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1935
 JV2935'RECOVERY.
 JV2935'
 JV2935'ALL THREE (3) R.M.S WERE ALSO RECOVERED.  THE DESCRIPTION
 JV2935'IS ADEQUATE FOR
 JV2935'RECOVERY EXCEPT FOR THE FOLLOWING- THE STATION CAN BE REACHED BY
 JV2935'EXTENDING THE CENTERLINE OF THE
 JV2935'ROAD WESTWARD FOR ABOUT 100 FEET AND GOING ABOUT 51
 JV2935'FEET SOUTH FROM THIS EXTENSION.
 JV2935
 JV2935                          STATION RECOVERY (1965)
 JV2935
 JV2935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JV2935'0.6 MI SW FROM PIKESIDE.
 JV2935'THE MARK IS LOCATED IN A ROCKY ABANDONED APPLE ORCHARD BORDERING
 JV2935'THE PA. RR.  TO REACH THE MARK FROM PIKESIDE SCHOOL, GO 0.25
 JV2935'MILES NE ON U.S. HIGHWAY 11, THEN TURN W ONTO A DIRT ROAD,
 JV2935'CONTINUE WESTERLY ON THE DIRT UNTIL IT MAKES A SHARP NORTHERLY
 JV2935'TURN.  BY EXTENDING THE CENTERLINE OF THE WESTERLY DIRT ROAD
 JV2935'WESTWARD ABOUT 100 FT AND BY GOING 51 FT SOUTH FROM THE
 JV2935'EXTENSION, THE TRIANGULATION STATION WILL BE FOUND.  THE DISC
 JV2935'IS SET IN CONCRETE AND IS ABOUT 10 INCHES BELOW THE SURFACE.
 JV2935
 JV2935                          STATION RECOVERY (1977)
 JV2935
 JV2935'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977 (TCH)
 JV2935'MARTINSBURG NORTH BASE RECOVERED GOOD.
 JV2935'
 JV2935'RM NO. 1 RECOVERED GOOD.
 JV2935'
 JV2935'RM NO. 2 RECOVERED GOOD.
 JV2935'
 JV2935'RM NO. 3 RECOVERED GOOD.
 JV2935'
 JV2935'ALL DISTANCES WERE CHECKED FROM RMS TO STATION MARK, ALL DISTANCES
 JV2935'AGREED.
 JV2935'
 JV2935'STATION IS 4.8 FEET SOUTH OF A 6 INCH TREE INSTEAD OF NORTH AS
 JV2935'REPORTED IN 1958.
 JV2935'
 JV2935'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 SSW OF
 JV2935'MARTINSBURG.
 JV2935
 JV2935                          STATION RECOVERY (1983)
 JV2935
 JV2935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2935'RECOVERED IN GOOD CONDITION.
 JV2935
 JV2935                          STATION RECOVERY (1993)
 JV2935
 JV2935'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TFM)
 JV2935'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1421 ***********************************************************************
 JW1421  DESIGNATION -  MARTINSBURG SOUTH BASE
 JW1421  PID         -  JW1421
 JW1421  STATE/COUNTY-  WV/BERKELEY
 JW1421  USGS QUAD   -  INWOOD (1984)
 JW1421
 JW1421                         *CURRENT SURVEY CONTROL
 JW1421  ___________________________________________________________________
 JW1421* NAD 83(1995)-  39 20 31.16007(N)    078 03 29.51515(W)     ADJUSTED  
 JW1421* NAVD 88     -       184.0    (meters)     604.     (feet)  VERTCON   
 JW1421  ___________________________________________________________________
 JW1421  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 JW1421  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JW1421
 JW1421  HORZ ORDER  -  FIRST
 JW1421
 JW1421.The horizontal coordinates were established by classical geodetic methods
 JW1421.and adjusted by the National Geodetic Survey in April 1998..
 JW1421
 JW1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1421
 JW1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1421
 JW1421.The geoid height was determined by GEOID03.
 JW1421
 JW1421;                    North         East     Units Scale Factor Converg.
 JW1421;SPC WV N     -    94,472.187   724,283.410   MT  0.99995296   +0 55 10.4
 JW1421;SPC VA N     - 2,186,059.919 3,538,087.674   MT  1.00002828   +0 16 32.7
 JW1421;SPC VA N     - 7,172,098.25 11,607,875.98   sFT  1.00002828   +0 16 32.7
 JW1421;UTM  17      - 4,358,856.671   753,527.012   MT  1.00039147   +1 51 57.4
 JW1421;UTM  18      - 4,359,190.010   236,439.917   MT  1.00045536   -1 56 23.5
 JW1421
 JW1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1421!SPC WV N     -   0.99997646  x   0.99995296  =   0.99992942
 JW1421!SPC VA N     -   0.99997646  x   1.00002828  =   1.00000474
 JW1421!UTM  17      -   0.99997646  x   1.00039147  =   1.00036792
 JW1421!UTM  18      -   0.99997646  x   1.00045536  =   1.00043181
 JW1421
 JW1421|---------------------------------------------------------------------|
 JW1421| PID    Reference Object                     Distance      Geod. Az  |
 JW1421|                                                           dddmmss.s |
 JW1421| CK7837 MARTINSBURG S BASE RM 3              45.615 METERS 00616     |
 JW1421| CK7838 MARTINSBURG S BASE RM 4              32.461 METERS 01823     |
 JW1421| JW1422 INWOOD MUSSELMAN PLANT TANK         APPROX. 2.1 KM 0323751.0 |
 JW1421| CK7835 MARTINSBURG S BASE RM 1             115.968 METERS 03335     |
 JW1421| CK7836 MARTINSBURG S BASE RM 2              95.159 METERS 29651     |
 JW1421|---------------------------------------------------------------------|
 JW1421
 JW1421                          SUPERSEDED SURVEY CONTROL
 JW1421
 JW1421  NAD 83(1995)-  39 20 31.16004(N)    078 03 29.51514(W) AD(       ) 1
 JW1421  NAD 83(1995)-  39 20 31.15998(N)    078 03 29.51861(W) AD(       ) 1
 JW1421  NAD 83(1986)-  39 20 31.16047(N)    078 03 29.52341(W) AD(       ) 1
 JW1421  NAD 27      -  39 20 30.79900(N)    078 03 30.52400(W) AD(       ) 1
 JW1421  NGVD 29 (07/19/86)  184.2    (m)          604.     (f) VERT ANG       
 JW1421
 JW1421.Superseded values are not recommended for survey control.
 JW1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1421.See file dsdata.txt to determine how the superseded data were derived.
 JW1421
 JW1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD5352758857(NAD 83)
 JW1421_MARKER: DS = TRIANGULATION STATION DISK
 JW1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1421_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1421
 JW1421  HISTORY     - Date     Condition        Report By
 JW1421  HISTORY     - 1927     MONUMENTED       CGS
 JW1421  HISTORY     - 1935     GOOD             CGS
 JW1421  HISTORY     - 1973     GOOD             NGS
 JW1421  HISTORY     - 1976     MARK NOT FOUND   WVUNI
 JW1421  HISTORY     - 1977     GOOD             ALSTER
 JW1421
 JW1421                          STATION DESCRIPTION
 JW1421
 JW1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 JW1421'THIS STATION IS ABOUT 10-1/2 MILES SW OF MARTINSBURG, 12 MILES
 JW1421'NE OF WINCHESTER,
 JW1421'AND 1-1/2 MILES SW OF INWOOD, ON THE SUMMIT OF
 JW1421'A SMALL ROCKY KNOLL IN A CULTIVATED
 JW1421'FIELD.
 JW1421'
 JW1421'STATION MARK IS STANDARD DISK SET IN CONCRETE AND REFERENCE
 JW1421'MARKS ARE SET IN ROCK.
 JW1421'
 JW1421'IT CAN BE REACHED FROM MARTINSBURG-WINCHESTER HIGHWAY BY
 JW1421'TAKING ROAD
 JW1421'LEADING W 1/4 MILE N OF BUNKER HILL ABOUT 1/2 MILE TO
 JW1421'FIRST HOUSE ON N SIDE OF ROAD.
 JW1421'PASS THROUGH BARN LOT INTO PASTURE
 JW1421'AND FOLLOW FARM ROAD ALONG E FENCE TO NE CORNER
 JW1421'OF PASTURE.  PASS
 JW1421'THROUGH GATES IN CORNER AND 100 YARDS SE TO STATION.  STATION IS
 JW1421'ON KNOLL 100
 JW1421'YARDS SE OF LARGE TREES.  IT IS ON PROPERTY OF MRS.
 JW1421'BESSIE C. BOWERS WHO LIVES IN MARTINSBURG.
 JW1421
 JW1421                          STATION RECOVERY (1935)
 JW1421
 JW1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 JW1421'STATION MARK RECOVERED ABOUT 10 INCHES BELOW GROUND SURFACE.
 JW1421'
 JW1421'REFERENCE MARK NO. 2 IS 95.150 METERS W OF STATION, 3 PACES
 JW1421'W OF LARGE WALNUT
 JW1421'TREE AND 9 PACES W OF FENCE.  MARK IS IN ROCK
 JW1421'WHICH PROJECTS 30 INCHES.
 JW1421'
 JW1421'REFERENCE MARK NO. 3 IS 45.618 METERS NW OF STATION AND 11
 JW1421'PACES NW OF ROCK
 JW1421'PILE.  MARK IS IN ROCK WHICH PROJECTS ABOUT 2 INCHES.
 JW1421'
 JW1421'REFERENCE MARK NO. 1 IS 115.968 METERS N OF STATION AND 37
 JW1421'FEET N OF FENCE.
 JW1421'IT IS SET IN SOLID ROCK ON W SIDE OF ROCK PILE.
 JW1421'
 JW1421'REACHED FROM MARTINSBURG-WINCHESTER HIGHWAY BY TAKING ROAD
 JW1421'LEADING W 1/4 MILE
 JW1421'N OF BUNKER HILL ABOUT 1/2 MILE TO FIRST HOUSE
 JW1421'ON N SIDE OF ROAD.  PASS THROUGH BARN
 JW1421'LOT INTO PASTURE AND FOLLOW
 JW1421'FARM ROAD ALONG E FENCE TO NE CORNER OF PASTURE.  PASS
 JW1421'THROUGH GATE IN
 JW1421'CORNER AND 100 YARDS SE OF STATION.  STATION IS ON KNOLL 100
 JW1421'YARDS NE OF LARGE
 JW1421'TREES.  STATION IS ON PROPERTY OF MRS. BESSIE
 JW1421'C. BOWERS WHO LIVES IN MARTINSBURG.
 JW1421
 JW1421                          STATION RECOVERY (1973)
 JW1421
 JW1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JW1421'THE STATION MARK AND REFERENCE MARK TWO WERE RECOVERED AND FOUND IN
 JW1421'GOOD CONDITION.
 JW1421'REFERENCE MARKS ONE AND THREE WERE FOUND DESTROYED.  THE
 JW1421'OLD HOLES IN WHICH THE TWO
 JW1421'REFERENCE MARKS WERE SET INTO WERE FOUND
 JW1421'BADLY DISTORTED.  THE ANGLE BETWEEN REFERENCE
 JW1421'MARK TWO AND THE MUSSELMAN
 JW1421'VINEGAR PLANT WATER TANK WAS FOUND TO BE 21 DEGREES OFF.  IT IS
 JW1421'BELIEVED THE WATER
 JW1421'TANK HAS BEEN RELOCATED.  THE DISTANCE TO REFERENCE MARK TWO
 JW1421'WAS WITHIN CLOSE AGREEMENT
 JW1421'WITH THE 1935 DISTANCE.
 JW1421'
 JW1421'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JW1421'
 JW1421'THE STATION IS LOCATED ON A LOW ROCK COVERED HILL JUST EAST OF
 JW1421'INTERSTATE HIGHWAY
 JW1421'81 AND JUST NORTHEAST OF A FARM.  IT IS ABOUT 12
 JW1421'AIRLINE MILES NORTHEAST OF
 JW1421'WINCHESTER, VIRGINIA, 10-1/2 MILES SOUTHWEST
 JW1421'OF MARTINSBURG, WEST VIRGINIA AND 1-1/2 MILES
 JW1421'SOUTHWEST OF INWOOD.  THE
 JW1421'PROPERTY OWNER IS UNKNOWN.
 JW1421'
 JW1421'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 26 AND U.S. HIGHWAY
 JW1421'11 AT THE
 JW1421'BUNKERHILL PRESBYTERIAN CHURCH IN BUNKERHILL, GO NORTHERLY ON
 JW1421'U.S. HIGHWAY 11 FOR 0.25
 JW1421'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 JW1421'WESTERLY ON A PAVED ROAD, CROSSING A
 JW1421'RAILROAD TRACKS, FOR 0.5 MILE TO
 JW1421'THE FARM ON THE RIGHT.  TURN RIGHT AND PICK WAY
 JW1421'NORTHEAST THROUGH THE
 JW1421'FARM BUILDINGS FOR A TOTAL OF 0.15 MILE TO THE HIGHEST POINT OF
 JW1421'THE HILL JUST
 JW1421'EAST OF SEVERAL SCATTERED TREES AND THE STATION.
 JW1421'
 JW1421'THE STATION MARK IS A STANDARD DISK STAMPED SOUTH BASE 1927, SET IN
 JW1421'THE TOP OF A
 JW1421'12-INCH ROUND MASS OF CONCRETE 1 FOOT BELOW THE SURFACE.
 JW1421'IT IS 300 FEET EAST OF THE EAST
 JW1421'EDGE OF SEVERAL TREES AND 110 FEET SOUTH-SOUTHEAST
 JW1421'OF A LONE TREE.
 JW1421'
 JW1421'REFERENCE MARK TWO IS A STANDARD DISK STAMPED SOUTH BASE RM 2 1927,
 JW1421'CEMENTED IN A
 JW1421'DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS 3 FEET.  IT IS
 JW1421'27 FEET EAST OF A FENCE LINE AND
 JW1421'9 FEET WEST OF A 12-INCH WALNUT TREE.
 JW1421'
 JW1421'REFERENCE MARK FOUR IS A STANDARD DISK STAMPED MARTINSBURG SOUTH BASE
 JW1421'1927 NO 4 1973,
 JW1421'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 JW1421'PROJECTS 1 FOOT.  IT IS 12 FEET
 JW1421'EAST OF THE LONE TREE.
 JW1421'
 JW1421'NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 JW1421'
 JW1421'NO WITNESS POST WAS SET DUE TO THE FACE THAT THE STATION IS IN A
 JW1421'PASTURE FOR PRIME BEEF CATTLE.
 JW1421'
 JW1421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1/2 MILES NORTHWEST
 JW1421'OF BUNKERHILL.
 JW1421
 JW1421                          STATION RECOVERY (1976)
 JW1421
 JW1421'RECOVERY NOTE BY WEST VIRGINIA UNIVERSITY 1976 (JRB)
 JW1421'MARK GONE, CEMENT FILLER DISK GONE (POINT FITS DESCRIPTION OF
 JW1421'REFERENCE WITH WHICH DISK ATTACHED MARK NO. 3) TO ROCK, REMAINS.
 JW1421'
 JW1421'COULD NOT FIND STATION MARK OR REFERENCE MARKS NO. 1 AND NO. 2
 JW1421'APPARENTLY STATION MARK IS BURIED AND THE OTHER REFERENCE MARKS WERE
 JW1421'NOT SEARCHED FOR INTENSELY.
 JW1421'
 JW1421'DISTANCE AND DIRECTION FROM NEAREST TOWN--10.5 MILES SOUTH OF
 JW1421'MARTINSBURG, W.VA.
 JW1421
 JW1421                          STATION RECOVERY (1977)
 JW1421
 JW1421'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977 (TCH)
 JW1421'SOUTH BASE 1927 RECOVERED GOOD.
 JW1421'
 JW1421'SOUTH BASE RM NO. 2 1927 RECOVERED GOOD.
 JW1421'
 JW1421'MARTINSBURG SOUTH BASE RECOVERED GOOD.
 JW1421'
 JW1421'1927 NO 4, 1973 RECOVERED GOOD.
 JW1421'
 JW1421'TANK WAS FOUND AT THE ORIGINAL TANK AT MUSSELMAN VINEGAR PLANT.  FOUR
 JW1421'SETS OF DIRECTIONS WERE MEASURED BETWEEN WATER TANK N. OF THE
 JW1421'STATION AND THE MUSSELMAN PLANT VINEGAR TANK.  THE RESLUTING
 JW1421'DIRECTION WAS-- MUSSELMAN TANK--0-00-00--NEW WHITE W.T.N.OF
 JW1421'STATION--338-43-03.6 CHECK TO SEE IF DIFFERENCE OBTAINED
 JW1421'CORRESPONDS TO THE DIFFERENCE.
 JW1421'
 JW1421'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES SW OF INWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1688 ***********************************************************************
 JX1688  DESIGNATION -  MARTINSVILLE
 JX1688  PID         -  JX1688
 JX1688  STATE/COUNTY-  WV/WETZEL
 JX1688  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX1688
 JX1688                         *CURRENT SURVEY CONTROL
 JX1688  ___________________________________________________________________
 JX1688* NAD 83(1995)-  39 39 32.63826(N)    080 51 29.69378(W)     ADJUSTED  
 JX1688* NAVD 88     -       202.127  (meters)     663.14   (feet)  ADJUSTED  
 JX1688  ___________________________________________________________________
 JX1688  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 JX1688  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX1688  DYNAMIC HT  -         202.013 (meters)     662.77  (feet)  COMP
 JX1688  MODELED GRAV-     980,055.7   (mgal)                       NAVD 88
 JX1688
 JX1688  HORZ ORDER  -  THIRD
 JX1688  VERT ORDER  -  FIRST     CLASS II
 JX1688
 JX1688.The horizontal coordinates were established by classical geodetic methods
 JX1688.and adjusted by the National Geodetic Survey in April 1998..
 JX1688
 JX1688.The orthometric height was determined by differential leveling
 JX1688.and adjusted by the National Geodetic Survey in June 1991..
 JX1688
 JX1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1688
 JX1688.The geoid height was determined by GEOID03.
 JX1688
 JX1688.The dynamic height is computed by dividing the NAVD 88
 JX1688.geopotential number by the normal gravity value computed on the
 JX1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1688.degrees latitude (g = 980.6199 gals.).
 JX1688
 JX1688.The modeled gravity was interpolated from observed gravity values.
 JX1688
 JX1688;                    North         East     Units Scale Factor Converg.
 JX1688;SPC WV N     -   129,557.486   483,450.499   MT  0.99994091   -0 51 58.5
 JX1688;SPC OH S     -   185,460.493   740,875.076   MT  0.99994737   +1 02 30.2
 JX1688;UTM  17      - 4,389,927.615   512,159.848   MT  0.99960182   +0 05 25.7
 JX1688
 JX1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1688!SPC WV N     -   0.99997355  x   0.99994091  =   0.99991447
 JX1688!SPC OH S     -   0.99997355  x   0.99994737  =   0.99992093
 JX1688!UTM  17      -   0.99997355  x   0.99960182  =   0.99957539
 JX1688
 JX1688|---------------------------------------------------------------------|
 JX1688| PID    Reference Object                     Distance      Geod. Az  |
 JX1688|                                                           dddmmss.s |
 JX1688| CX4115 MARTINSVILLE RM 1                    16.920 METERS 11902     |
 JX1688| JX2016 NEW MARTINSVILLE VIK GLASS TK       APPROX. 0.8 KM 1855810.9 |
 JX1688| JX2004 NEW MARTINSVILLE CTHSE TWR          APPROX. 2.2 KM 1975824.8 |
 JX1688| JX2012 NEW MARTINSVILLE RAD WETZ TWR       119.823 METERS 21809     |
 JX1688| CX4116 MARTINSVILLE RM 2                    18.492 METERS 21951     |
 JX1688| JX2013 NEW MARTINSVILLE BRIDGE E LT        363.275 METERS 27119     |
 JX1688|---------------------------------------------------------------------|
 JX1688
 JX1688                          SUPERSEDED SURVEY CONTROL
 JX1688
 JX1688  NAD 83(1986)-  39 39 32.64501(N)    080 51 29.70167(W) AD(       ) 3
 JX1688  NAD 27      -  39 39 32.36760(N)    080 51 30.33880(W) AD(       ) 3
 JX1688
 JX1688.Superseded values are not recommended for survey control.
 JX1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1688.See file dsdata.txt to determine how the superseded data were derived.
 JX1688
 JX1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1216089928(NAD 83)
 JX1688_MARKER: DS = TRIANGULATION STATION DISK
 JX1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1688_SP_SET: CONCRETE POST
 JX1688_STAMPING: MARTINSVILLE 1963
 JX1688_MARK LOGO: CGS   
 JX1688_PROJECTION: FLUSH
 JX1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1688+STABILITY: SURFACE MOTION
 JX1688
 JX1688  HISTORY     - Date     Condition        Report By
 JX1688  HISTORY     - 1963     MONUMENTED       CGS
 JX1688  HISTORY     - 1983     GOOD             NGS
 JX1688
 JX1688                          STATION DESCRIPTION
 JX1688
 JX1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1688'THE STATION IS LOCATED AT THE EAST END OF THE NEW MARTINSVILLE, OHIO
 JX1688'RIVER BRIDGE, AT THE NORTHWEST
 JX1688'CORNER OF THE OVERPASS OF STATE HIGHWAY 2.  IT IS 128 FEET SOUTHEAST
 JX1688'OF THE CENTERLINE OF A PAVED ROAD,
 JX1688'103 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE
 JX1688'OF STATE HIGHWAY 2, 56 FEET NORTHWEST OF THE
 JX1688'NORTHWEST CORNER OF AN OVERPASS, 49 FEET
 JX1688'NORTH OF THE CENTER OF A CONCRETE MEDINA, AND 29 FEET NORTHWEST
 JX1688'OF A ROAD SIGN WITH A WITNESS POST
 JX1688'SIGN ON IT.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JX1688'MARTINSVILLE 1963.
 JX1688'
 JX1688'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MARTINSVILLE NO 1 1963,
 JX1688'CEMENTED IN A DRILLED HOLE
 JX1688'IN THE OVERPASS ABUTMENT AT THE NORTHWEST CORNER OF THE OVERPASS.  IT
 JX1688'IS 2 FEET NORTH OF THE NORTHWEST
 JX1688'CORNER OF THE OVERPASS.
 JX1688'
 JX1688'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MARTINSVILLE NO 2 1963,
 JX1688'CEMENTED IN A DRILLED
 JX1688'HOLE NEAR THE CENTER OF THE CONCRETE MEDINA.  IT IS 92 FEET WEST OF
 JX1688'THE WEST END OF THE OVERPASS.
 JX1688'
 JX1688'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JX1688
 JX1688                          STATION RECOVERY (1983)
 JX1688
 JX1688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1688'IN NEW MARTINSVILLE.
 JX1688'IN NEW MARTINSVILLE, AT THE EAST END OF THE NEW MARTINSVILLE - OHIO
 JX1688'RIVER BRIDGE, AT THE NORTHWEST CORNER OF THE OVERPASS OF STATE HIGHWAY
 JX1688'2, 31.39 METERS (103.0 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND
 JX1688'LANE OF THE HIGHWAY, 39.01 METERS (128.0 FT) SOUTHEAST OF THE
 JX1688'CENTERLINE OF A PAVED ENTRANCE ROAD, 17.07 METERS (56.0 FT) NORTHWEST
 JX1688'OF THE NORTHWEST CORNER OF THE OVERPASS, 14.93 METERS (49.0 FT) NORTH
 JX1688'OF THE CENTER OF A CONCRETE MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2519 ***********************************************************************
 HY2519  SACS        -  This is a Secondary Airport Control Station.
 HY2519  DESIGNATION -  MASPORT
 HY2519  PID         -  HY2519
 HY2519  STATE/COUNTY-  WV/MASON
 HY2519  USGS QUAD   -  CHESHIRE (1989)
 HY2519
 HY2519                         *CURRENT SURVEY CONTROL
 HY2519  ___________________________________________________________________
 HY2519* NAD 83(1995)-  38 55 00.13395(N)    082 05 32.57822(W)     ADJUSTED  
 HY2519* NAVD 88     -       190.22   (meters)     624.1    (feet)  GPS OBS   
 HY2519  ___________________________________________________________________
 HY2519  X           -     683,652.465 (meters)                     COMP
 HY2519  Y           -  -4,922,011.235 (meters)                     COMP
 HY2519  Z           -   3,985,224.596 (meters)                     COMP
 HY2519  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HY2519  ELLIP HEIGHT-         156.23  (meters)          (12/04/01) GPS OBS
 HY2519  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HY2519
 HY2519  HORZ ORDER  -  FIRST
 HY2519  ELLP ORDER  -  FOURTH    CLASS II
 HY2519
 HY2519.This mark is at Mason County Airport (3I2)
 HY2519
 HY2519.The horizontal coordinates were established by GPS observations
 HY2519.and adjusted by the National Geodetic Survey in August 1997..
 HY2519
 HY2519.The orthometric height was determined by GPS observations and a
 HY2519.high-resolution geoid model.
 HY2519
 HY2519.GPS derived orthometric heights for airport stations designated as
 HY2519.PACS or SACS are published to 2 decimal places.  This maintains
 HY2519.centimeter relative accuracy between the PACS and SACS.  It does
 HY2519.not indicate centimeter accuracy relative to other marks which are
 HY2519.part of the NAVD 88 network.
 HY2519
 HY2519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY2519
 HY2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2519
 HY2519.The ellipsoidal height was determined by GPS observations
 HY2519.and is referenced to NAD 83.
 HY2519
 HY2519.The geoid height was determined by GEOID03.
 HY2519
 HY2519;                    North         East     Units Scale Factor Converg.
 HY2519;SPC WV S     -   213,299.917   505,261.456   MT  1.00000728   -0 40 31.1
 HY2519;SPC OH S     -   101,846.385   635,350.557   MT  0.99996901   +0 15 31.1
 HY2519;UTM  17      - 4,308,100.352   405,296.625   MT  0.99971044   -0 41 10.6
 HY2519
 HY2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2519!SPC WV S     -   0.99997549  x   1.00000728  =   0.99998277
 HY2519!SPC OH S     -   0.99997549  x   0.99996901  =   0.99994450
 HY2519!UTM  17      -   0.99997549  x   0.99971044  =   0.99968594
 HY2519
 HY2519:                Primary Azimuth Mark                     Grid Az
 HY2519:SPC WV S     -  MASPORT AZ MK                            248 06 10.6
 HY2519:SPC OH S     -  MASPORT AZ MK                            247 10 08.4
 HY2519:UTM  17      -  MASPORT AZ MK                            248 06 50.1
 HY2519
 HY2519|---------------------------------------------------------------------|
 HY2519| PID    Reference Object                     Distance      Geod. Az  |
 HY2519|                                                           dddmmss.s |
 HY2519| HY2522 MASPORT AZ MK                       APPROX. 0.8 KM 2472539.5 |
 HY2519|---------------------------------------------------------------------|
 HY2519
 HY2519                          SUPERSEDED SURVEY CONTROL
 HY2519
 HY2519  ELLIP H (08/18/97)  156.25   (m)                       GP(       ) 4 2
 HY2519  NAD 83(1995)-  38 55 00.13932(N)    082 05 32.58535(W) AD(       ) 3
 HY2519  NAD 83(1986)-  38 55 00.14346(N)    082 05 32.58460(W) AD(       ) 3
 HY2519  NAD 27      -  38 54 59.85380(N)    082 05 33.06989(W) AD(       ) 3
 HY2519  NGVD 29 (02/23/89)  190.6    (m)          625.     (f) GPS OBS        
 HY2519
 HY2519.Superseded values are not recommended for survey control.
 HY2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2519.See file dsdata.txt to determine how the superseded data were derived.
 HY2519
 HY2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0529708100(NAD 83)
 HY2519_MARKER: DH = HORIZONTAL CONTROL DISK
 HY2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2519_SP_SET: CONCRETE POST
 HY2519_STAMPING: MASPORT 1986
 HY2519_MARK LOGO: NGS   
 HY2519_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2519+STABILITY: SURFACE MOTION
 HY2519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY2519+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 HY2519
 HY2519  HISTORY     - Date     Condition        Report By
 HY2519  HISTORY     - 1986     MONUMENTED       NGS
 HY2519  HISTORY     - 19870722 GOOD
 HY2519  HISTORY     - 19960725 GOOD             NGS
 HY2519
 HY2519                          STATION DESCRIPTION
 HY2519
 HY2519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HY2519'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MILES) NORTH OF POINT
 HY2519'PLEASENT, ON THE MASON COUNTY AIRPORT, NEAR THE END OF RUNWAY 25.
 HY2519'OWNERSHIP MASON COUNTY AIRPORT COMMISSION, COURTHOUSE, POINT PLEASENT
 HY2519'WEST VIRGINIA 25550. CONTACT THE MANAGER MR KENNETH AMBURGEY
 HY2519'TELEPHONE 304-675-2354.
 HY2519'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 2 AND 62,
 HY2519'6TH STREET AND VI AND STREET, IN POINT PLEASANT, GO NORTH ON STATE
 HY2519'ROUTE 62 FOR 5.25 MILES TO SECONDARY ROAD NUMBER 4. TURN RIGHT AND GO
 HY2519'EASTERLY ON SECONDARY ROAD NUMBER 4 FOR 0.75 MILES TO THE AIRPORT
 HY2519'AND A GATE.  PASS THROUGH THE GATE AND GO SOUTHEAST ON A TAXIWAY FOR
 HY2519'0.05 MILES TO THE AZIMUTH MARK ON THE LEFT. TURN LEFT AN GO EAST
 HY2519'NORTHEAST FOR 0.55 MILES TO THE MARK ON THE RIGHT.
 HY2519'THE STATION IS A STANDARD NGS DISK STAMPED --MASPORT 1986-- SET INTO
 HY2519'THE TOP OF A ROUND CONCRETE 32 CM IN DIAMETER FLUSH WITH GROUND
 HY2519'PROJECTING 2 CM ABOVE/BELOW GROUND.
 HY2519'METERS   FEET  HDNG  FROM
 HY2519'20.6     67.5  SSE   THE CENTER OF RUNWAY 25
 HY2519'27.1     88.1  SW    THE SOUTHEAST CORNER OF PAVED RUNWAY 25
 HY2519'29.75    97.6  SW    THE SOUTH MOST RED LIGHT AT THE END OF RUNWAY
 HY2519'0.3      1     E     A FIBERGLASS WITNESS POST
 HY2519'19.4     63.6  E     THE FIRST WHITE RUNWAY LIGHT FROM THE END OF
 HY2519'RUNWAY
 HY2519'17.0     55.7  NNW   THE CENTER LINE OF THE RUNWAY
 HY2519'25.4     83.3  ENE   THE CENTER LINE OF THE TAXIWAY
 HY2519'0.25     0.82  W     A FIBERGLASS WITNESS POST
 HY2519'4.6      15.0  N     THE FIRST WHITE RUNWAY LIGHT EAST OF THE TAXIWAY
 HY2519'TYPED BY JAMES MALONEY 9/08/87.
 HY2519
 HY2519                          STATION RECOVERY (1987)
 HY2519
 HY2519'RECOVERED 1987
 HY2519'RECOVERED IN GOOD CONDITION.
 HY2519
 HY2519                          STATION RECOVERY (1996)
 HY2519
 HY2519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HY2519'THE STATION IS LOCATED ABOUT 60 KM (37.30 MI) NORTHEAST OF HUNTINGTON,
 HY2519'8 KM (4.95 MI) NORTHEAST OF POINT PLEASANT, 3 KM (1.85 MI) SOUTHEAST
 HY2519'OF THE OHIO RIVER AT THE MASON COUNTY AIRPORT, ALONG THE SOUTHEAST
 HY2519'SIDE OF THE RUNWAY, NEAR RUNWAY END 25.  OWNERSHIP--MASON COUNTY
 HY2519'AIRPORT COMMISSION, COURTHOUSE, POINT PLEASANT, W.V.  25550.  AIRPORT
 HY2519'MANAGER IS BENJAMIN ROUSH.  PHONE 304-675-7765.  TO REACH FROM THE
 HY2519'INTERSECTION OF STATE HIGHWAYS 2 AND 62, 6TH STREET AND VI STREET IN
 HY2519'POINT PLEASANT, GO NORTH ON HIGHWAY 62 FOR 8.45 KM (5.25 MI) TO
 HY2519'SECONDARY ROAD NUMBER 4 ON THE RIGHT.  TURN RIGHT, EASTERLY, ON THE
 HY2519'ROAD FOR 1.21 KM (0.75 MI) TO THE GATE AT THE APRON.  PASS THROUGH THE
 HY2519'GATE, TURN RIGHT, SOUTHEAST, ACROSS APRON AND ALONG A TAXI FOR 0.08 KM
 HY2519'(0.05 MI) TO THE RUNWAY.  TURN LEFT, EAST-NORTHEAST, ALONG THE RUNWAY
 HY2519'FOR 0.88 KM (0.55 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET
 HY2519'IN THE TOP OF A 30 CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.
 HY2519'IT IS 30.2 M (99.1 FT) SOUTHWEST OF THE SOUTH MOST THRESHOLD LIGHT,
 HY2519'27.1 M (88.9 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE RUNWAY, 26 2
 HY2519'M (6.6 FT) EAST OF THE FIRST RUNWAY LIGHT FROM THE RUNWAY END, 20.6 M
 HY2519'(67.6 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE END OF THE RUNWAY, AND
 HY2519'3.3 M (10.8 FT) NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST.  THIS IS
 HY2519'A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2522 ***********************************************************************
 HY2522  CBN         -  This is a Cooperative Base Network Control Station.
 HY2522  PACS        -  This is a Primary Airport Control Station.
 HY2522  DESIGNATION -  MASPORT AZ MK
 HY2522  PID         -  HY2522
 HY2522  STATE/COUNTY-  WV/MASON
 HY2522  USGS QUAD   -  CHESHIRE (1989)
 HY2522
 HY2522                         *CURRENT SURVEY CONTROL
 HY2522  ___________________________________________________________________
 HY2522* NAD 83(1995)-  38 54 49.71884(N)    082 06 04.64385(W)     ADJUSTED  
 HY2522* NAVD 88     -       195.50   (meters)     641.4    (feet)  GPS OBS   
 HY2522  ___________________________________________________________________
 HY2522  EPOCH DATE  -        1995.00
 HY2522  X           -     682,915.579 (meters)                     COMP
 HY2522  Y           -  -4,922,321.375 (meters)                     COMP
 HY2522  Z           -   3,984,978.016 (meters)                     COMP
 HY2522  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 HY2522  ELLIP HEIGHT-         161.52  (meters)          (09/26/01) GPS OBS
 HY2522  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HY2522
 HY2522  HORZ ORDER  -  B
 HY2522  ELLP ORDER  -  FOURTH    CLASS II
 HY2522
 HY2522.This mark is at Mason County Airport (3I2)
 HY2522
 HY2522.The horizontal coordinates were established by GPS observations
 HY2522.and adjusted by the National Geodetic Survey in December 1995..
 HY2522.The horizontal coordinates are valid at the epoch date displayed above.
 HY2522.The epoch date for horizontal control is a decimal equivalence
 HY2522.of Year/Month/Day.
 HY2522
 HY2522.The orthometric height was determined by GPS observations and a
 HY2522.high-resolution geoid model.
 HY2522
 HY2522.GPS derived orthometric heights for airport stations designated as
 HY2522.PACS or SACS are published to 2 decimal places.  This maintains
 HY2522.centimeter relative accuracy between the PACS and SACS.  It does
 HY2522.not indicate centimeter accuracy relative to other marks which are
 HY2522.part of the NAVD 88 network.
 HY2522
 HY2522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY2522
 HY2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2522
 HY2522.The ellipsoidal height was determined by GPS observations
 HY2522.and is referenced to NAD 83.
 HY2522
 HY2522.The geoid height was determined by GEOID03.
 HY2522
 HY2522;                    North         East     Units Scale Factor Converg.
 HY2522;SPC WV S     -   212,987.906   504,485.192   MT  1.00000664   -0 40 50.9
 HY2522;SPC OH S     -   101,521.776   634,579.511   MT  0.99996942   +0 15 10.8
 HY2522;UTM  17      - 4,307,788.583   404,520.531   MT  0.99971225   -0 41 30.6
 HY2522
 HY2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2522!SPC WV S     -   0.99997466  x   1.00000664  =   0.99998130
 HY2522!SPC OH S     -   0.99997466  x   0.99996942  =   0.99994408
 HY2522!UTM  17      -   0.99997466  x   0.99971225  =   0.99968692
 HY2522
 HY2522:                Primary Azimuth Mark                     Grid Az
 HY2522:SPC WV S     -  MASPORT                                  068 06 10.2
 HY2522:SPC OH S     -  MASPORT                                  067 10 08.5
 HY2522:UTM  17      -  MASPORT                                  068 06 49.9
 HY2522
 HY2522|---------------------------------------------------------------------|
 HY2522| PID    Reference Object                     Distance      Geod. Az  |
 HY2522|                                                           dddmmss.s |
 HY2522| HY2519 MASPORT                             APPROX. 0.8 KM 0672519.3 |
 HY2522| AE1985 3I2 A                               418.317 METERS 2525151.7 |
 HY2522|---------------------------------------------------------------------|
 HY2522
 HY2522                          SUPERSEDED SURVEY CONTROL
 HY2522
 HY2522  ELLIP H (12/04/95)  161.54   (m)                       GP(1995.00) 4 1
 HY2522  NAD 83(1986)-  38 54 49.72854(N)    082 06 04.65039(W) AD(       ) 3
 HY2522  NAD 27      -  38 54 49.43827(N)    082 06 05.13454(W) AD(       ) 3
 HY2522  NGVD 29 (02/23/89)  195.9    (m)          643.     (f) GPS OBS        
 HY2522
 HY2522.Superseded values are not recommended for survey control.
 HY2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2522.See file dsdata.txt to determine how the superseded data were derived.
 HY2522
 HY2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0452107789(NAD 83)
 HY2522_MARKER: DZ = AZIMUTH MARK DISK
 HY2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2522_SP_SET: CONCRETE POST
 HY2522_STAMPING: MASPORT 1986
 HY2522_MARK LOGO: NGS   
 HY2522_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2522+STABILITY: SURFACE MOTION
 HY2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY2522+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 HY2522
 HY2522  HISTORY     - Date     Condition        Report By
 HY2522  HISTORY     - 1986     MONUMENTED       NGS
 HY2522  HISTORY     - 19870722 GOOD
 HY2522  HISTORY     - 19950712 GOOD             NGS
 HY2522  HISTORY     - 19951017 GOOD             OHDT
 HY2522  HISTORY     - 19960725 GOOD             NGS
 HY2522
 HY2522                          STATION DESCRIPTION
 HY2522
 HY2522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HY2522'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MILES) NORTH OF POINT
 HY2522'PLEASENT, ON THE MASON COUNTY AIRPORT, NEAR THE END OF RUNWAY 25.
 HY2522'OWNERSHIP MASON COUNTY AIRPORT COMMISSION, COURTHOUSE, POINT PLEASENT
 HY2522'WEST VIRGINIA 25550. CONTACT THE MANAGER MR KENNETH AMBURGEY
 HY2522'TELEPHONE 304-675-2354.
 HY2522'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 2 AND 62,
 HY2522'6TH STREET AND VI AND STREET, IN POINT PLEASANT, GO NORTH ON STATE
 HY2522'ROUTE 62 FOR 5.25 MILES TO SECONDARY ROAD NUMBER 4. TURN RIGHT AND GO
 HY2522'EASTERLY ON SECONDARY ROAD NUMBER 4 FOR 0.75 MILES TO THE AIRPORT
 HY2522'AND A GATE.  PASS THROUGH THE GATE AND GO SOUTHEAST ON A TAXIWAY FOR
 HY2522'0.05 MILES TO THE AZIMUTH MARK ON THE LEFT. TURN LEFT AN GO EAST
 HY2522'NORTHEAST FOR 0.55 MILES TO THE MARK ON THE RIGHT.
 HY2522'THE STATION IS A STANDARD NGS DISK STAMPED --MASPORT 1986-- SET INTO
 HY2522'THE TOP OF A ROUND CONCRETE 30 CM IN DIAMETER FLUSH WITH GROUND
 HY2522'PROJECTING 3 CM ABOVE/BELOW GROUND.
 HY2522'METERS   FEET  HDNG  FROM
 HY2522'17.0     55.7  NNW   THE CENTER LINE OF THE RUNWAY
 HY2522'25.4     83.3  ENE   THE CENTER LINE OF THE TAXIWAY
 HY2522'0.25     0.82  W     A FIBERGLASS WITNESS POST
 HY2522'4.6      15.0  N     THE FIRST WHITE RUNWAY LIGHT EAST OF THE TAXIWAY
 HY2522'TYPED BY JAMES MALONEY 9/08/87.
 HY2522
 HY2522                          STATION RECOVERY (1987)
 HY2522
 HY2522'RECOVERED 1987
 HY2522'RECOVERED IN GOOD CONDITION.
 HY2522
 HY2522                          STATION RECOVERY (1995)
 HY2522
 HY2522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 HY2522'THE STATION IS LOCATED ABOUT 60 KM (37.30 MI) NORTHEAST OF HUNTINGTON,
 HY2522'8 KM (4.95 MI) NORTHEAST OF POINT PLEASANT, 3 KM (1.85 MI) SOUTHEAST
 HY2522'OF THE OHIO RIVER AT THE MASON COUNTY AIRPORT, IN THE NORTH QUADRANT
 HY2522'OF THE JUNCTION OF THE TAXI AND THE RUNWAY.  OWNERSHIP--MASON COUNTY
 HY2522'AIRPORT COMMISSION, COURTHOUSE, POINT PLEASANT WV 25550.  AIRPORT
 HY2522'MANAGER IS BENJAMIN ROUSH, PHONE 304-675-7765.  TO REACH FROM THE
 HY2522'INTERSECTION OF STATE HIGHWAYS 2 AND 62, 6TH STREET AND VI STREET IN
 HY2522'POINT PLEASANT, GO NORTH ON HIGHWAY 62 FOR 8.45 KM (5.25 MI) TO
 HY2522'SECONDARY ROAD NUMBER 4 ON THE RIGHT.  TURN RIGHT, EASTERLY ON THE
 HY2522'ROAD FOR 1.21 KM (0.75 MI) TO THE GATE AT THE APRON.  PASS THROUGH THE
 HY2522'GATE, TURN RIGHT, SOUTHEAST ACROSS APRON AND ALONG A TAXI FOR 0.08 KM
 HY2522'(0.05 MI) TO THE STATION ON THE LEFT.  THE STATION IS FLUSH WITH
 HY2522'GROUND.  IT IS 25.2 M (82.7 FT) EAST-NORTHEAST OF THE CENTER OF THE
 HY2522'TAXI, 16.8 M (55.1 FT) NORTH-NORTHWEST OF THE CENTER OF THE RUNWAY AND
 HY2522'0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST. NOTE--THIS STATION
 HY2522'WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL
 HY2522'STATION.
 HY2522
 HY2522                          STATION RECOVERY (1995)
 HY2522
 HY2522'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (RRE)
 HY2522'RECOVERED AS DESCRIBED.
 HY2522
 HY2522                          STATION RECOVERY (1996)
 HY2522
 HY2522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HY2522'THE STATION IS LOCATED ABOUT 60 KM (37.30 MI) NORTHEAST OF HUNTINGTON,
 HY2522'8 KM (4.95 MI) NORTHEAST OF POINT PLEASANT, 3 KM (1.85 MI) SOUTHEAST
 HY2522'OF THE OHIO RIVER AT THE MASON COUNTY AIRPORT, IN THE NORTH QUADRANT
 HY2522'OF THE JUNCTION OF THE TAXI AND THE RUNWAY.  OWNERSHIP--MASON COUNTY
 HY2522'AIRPORT COMMISSION, COURTHOUSE, POINT PLEASANT, W.V.  25550.  AIRPORT
 HY2522'MANAGER IS BENJAMIN ROUSH.  PHONE 304-675-7765.  TO REACH FROM THE
 HY2522'INTERSECTION OF STATE HIGHWAYS 2 AND 62, 6TH STREET AND VI STREET IN
 HY2522'POINT PLEASANT, GO NORTH ON HIGHWAY 62 FOR 8.45 KM (5.25 MI) TO
 HY2522'SECONDARY ROAD NUMBER 4 ON THE RIGHT.  TURN RIGHT, EASTERLY, ON THE
 HY2522'ROAD FOR 1.21 KM (0.75 MI) TO THE GATE AT THE APRON.  PASS THROUGH THE
 HY2522'GATE, TURN RIGHT, SOUTHEAST, ACROSS APRON AND ALONG A TAXI FOR 0.08 KM
 HY2522'(0.05 MI) TO THE STATION ON THE LEFT.  THE STATION IS SET IN THE TOP
 HY2522'OF A 30 CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 25.2
 HY2522'M (82.7 FT) EAST-NORTHEAST OF THE CENTER OF THE TAXI, 16.8 M (55.1 FT)
 HY2522'NORTH-NORTHWEST OF THE CENTER OF THE RUNWAY, AND 0.3 M (1.0 FT) SOUTH
 HY2522'OF A FIBERGLASS WITNESS POST.  THIS IS THE PRIMARY AIRPORT CONTROL
 HY2522'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3422 ***********************************************************************
 HW3422  DESIGNATION -  MATHIAS
 HW3422  PID         -  HW3422
 HW3422  STATE/COUNTY-  WV/HARDY
 HW3422  USGS QUAD   -  LOST RIVER STATE PARK (1994)
 HW3422
 HW3422                         *CURRENT SURVEY CONTROL
 HW3422  ___________________________________________________________________
 HW3422* NAD 83(1995)-  38 53 18.98237(N)    078 53 06.48092(W)     ADJUSTED  
 HW3422* NAVD 88     -       671.5    (meters)    2203.     (feet)  VERTCON   
 HW3422  ___________________________________________________________________
 HW3422  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 HW3422  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HW3422
 HW3422  HORZ ORDER  -  THIRD
 HW3422
 HW3422.The horizontal coordinates were established by classical geodetic methods
 HW3422.and adjusted by the National Geodetic Survey in April 1998..
 HW3422
 HW3422.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3422
 HW3422.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3422
 HW3422.The geoid height was determined by GEOID03.
 HW3422
 HW3422;                    North         East     Units Scale Factor Converg.
 HW3422;SPC WV N     -    43,324.785   653,347.888   MT  1.00002292   +0 23 31.7
 HW3422;SPC VA N     - 2,135,705.432 3,466,586.463   MT  0.99995955   -0 14 25.3
 HW3422;SPC VA N     - 7,006,893.57 11,373,292.42   sFT  0.99995955   -0 14 25.3
 HW3422;UTM  17      - 4,306,541.038   683,425.703   MT  1.00001431   +1 19 41.2
 HW3422
 HW3422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3422!SPC WV N     -   0.99989971  x   1.00002292  =   0.99992262
 HW3422!SPC VA N     -   0.99989971  x   0.99995955  =   0.99985926
 HW3422!UTM  17      -   0.99989971  x   1.00001431  =   0.99991401
 HW3422
 HW3422:                Primary Azimuth Mark                     Grid Az
 HW3422:SPC WV N     -  MATHIAS AZ MK                            109 21 30.3
 HW3422:SPC VA N     -  MATHIAS AZ MK                            109 59 27.3
 HW3422:UTM  17      -  MATHIAS AZ MK                            108 25 20.8
 HW3422
 HW3422|---------------------------------------------------------------------|
 HW3422| PID    Reference Object                     Distance      Geod. Az  |
 HW3422|                                                           dddmmss.s |
 HW3422| DC4632 MATHIAS AZ MK                                      1094502.0 |
 HW3422| DC4633 MATHIAS RM 1                         11.511 METERS 20657     |
 HW3422| DC4634 MATHIAS RM 2                         24.255 METERS 28942     |
 HW3422|---------------------------------------------------------------------|
 HW3422
 HW3422                          SUPERSEDED SURVEY CONTROL
 HW3422
 HW3422  NAD 83(1995)-  38 53 18.98319(N)    078 53 06.48379(W) AD(       ) 3
 HW3422  NAD 83(1986)-  38 53 18.98538(N)    078 53 06.48677(W) AD(       ) 3
 HW3422  NAD 27      -  38 53 18.58730(N)    078 53 07.39850(W) AD(       ) 3
 HW3422  NGVD 29 (07/19/86)  671.6    (m)         2203.     (f) VERT ANG       
 HW3422
 HW3422.Superseded values are not recommended for survey control.
 HW3422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3422.See file dsdata.txt to determine how the superseded data were derived.
 HW3422
 HW3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD8342606541(NAD 83)
 HW3422_MARKER: DS = TRIANGULATION STATION DISK
 HW3422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3422
 HW3422  HISTORY     - Date     Condition        Report By
 HW3422  HISTORY     - 1956     MONUMENTED       CGS
 HW3422
 HW3422                          STATION DESCRIPTION
 HW3422
 HW3422'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3422'STATION IS LOCATED, AIRLINE, ABOUT 4 MILES SOUTHWEST OF LOST CITY, 1
 HW3422'MILE WEST NORTHWEST OF
 HW3422'MATHIAS AND ON THE SOUTH END OF LITTLE RIDGE.  THE TOP OF THE RIDGE
 HW3422'IS BARE ON THE SOUTH SIDE AND
 HW3422'TIMBERED ON THE NORTH SIDE AND THE STATION IS ON THE
 HW3422'NORTH EDGE OF THE BARE SIDE.
 HW3422'
 HW3422'STATION IS REACHED AS FOLLOWS, FROM THE U.S. POST OFFICE AT MATHIAS,
 HW3422'GO WEST FOR 0.05 MILE TO
 HW3422'STATE HIGHWAY 259, TURN RIGHT, NORTH, AND GO 0.2 MILE TO A SERVICE
 HW3422'STATION ON THE LEFT, CONTINUE FOR
 HW3422'0.05 MILE TO SIDE ROAD ON THE LEFT.  FROM HERE THE
 HW3422'AZIMUTH MARK IS 0.05 MILE STRAIGHT AHEAD AND ON THE
 HW3422'RIGHT AT A SIDE ROAD.  TURN LEFT
 HW3422'ON THE SIDE ROAD, WESTERLY, AND GO UP THE HOLLOW FOR 1.0 MILE,
 HW3422'PASSING SEVERAL GATES AND HOUSES,
 HW3422'TO A FORK AT THE TOP OF THE GRADE, TAKE THE LEFT FORK AND GO 0.15
 HW3422'MILE TO A GATE ON THE RIGHT,
 HW3422'PASS THROUGH THE GATE AND GO 0.05 MILE TO THE HOUSE OF MR.
 HW3422'ARTHUR SEE WHO IS THE PROPERTY OWNER,
 HW3422'CONTINUE SOUTH FOR 0.1 MILE TO A GATE, PASS
 HW3422'THROUGH THE GATE AND CONTINUE FOR 0.15 MILE TO A LARGE
 HW3422'ROCK PILE ON THE LEFT, TURN
 HW3422'RIGHT AND GO WEST ALONG SIDE A CULTIVATED FIELD FOR 0.1 MILE TO A
 HW3422'WIRE GATE.  FOUR WHEEL DRIVE
 HW3422'TRUCK NEEDED FROM HERE.  PASS THROUGH THE GATE AND CONTINUE UP THE
 HW3422'SIDE OF THE RIDGE ON A WOODS
 HW3422'ROAD FOR 0.25 MILE TO A FIELD AT THE TOP OF THE RIDGE, TURN
 HW3422'RIGHT AND GO NORTHERLY FOR 0.2 MILE TO A
 HW3422'GATE, PASS THROUGH THE GATE AND GO 0.1 MILE
 HW3422'ALONG THE EAST EDGE OF THE WOODS TO THE STATION.
 HW3422'
 HW3422'STATION MARK, STAMPED MATHIAS 1956, IS A STANDARD DISK SET IN THE TOP
 HW3422'OF A 10 INCH SQUARE
 HW3422'CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 12.0 FEET NORTHEAST OF AN
 HW3422'OAK TREE WITH A TRIANGULAR BLAZE,
 HW3422'12.0 FEET SOUTH OF AN OAK TREE WITH A TRIANGULAR
 HW3422'BLAZE AND 3.0 FEET SOUTHEAST OF A POLE FENCE.
 HW3422'
 HW3422'REFERENCE MARK NUMBER 1, STAMPED MATHIAS NO 1 1956, IS A STANDARD
 HW3422'DISK SET IN THE TOP OF
 HW3422'A 10 INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND AND IS 1 FOOT
 HW3422'HIGHER THAN THE STATION.
 HW3422'
 HW3422'REFERENCE MARK NUMBER 2, STAMPED MATHIAS NO 2 1956, IS A STANDARD
 HW3422'DISK CEMENTED IN A
 HW3422'DRILL HOLE IN A BOULDER 12 BY 24 INCHES, PROJECTING 18 INCHES AND IS
 HW3422'AT THE SAME ELEVATION AS THE
 HW3422'STATION.  IT IS 3.0 FEET NORTH OF AN OAK TREE WITH A
 HW3422'TRIANGULAR BLAZE.
 HW3422'
 HW3422'AZIMUTH MARK, STAMPED MATHIAS 1956, IS A STANDARD DISK SET IN THE TOP
 HW3422'OF A 10 INCH SQUARE
 HW3422'CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 27.0 FEET EAST OF THE
 HW3422'CENTERLINE OF THE HIGHWAY, 7.0
 HW3422'FEET NORTH OF THE CENTER OF A GATE AND 3.0 FEET WEST
 HW3422'OF A FENCE LINE.
 HW3422'
 HW3422'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1781 ***********************************************************************
 HX1781  DESIGNATION -  MATTIE
 HX1781  PID         -  HX1781
 HX1781  STATE/COUNTY-  WV/ROANE
 HX1781  USGS QUAD   -  KETTLE (1975)
 HX1781
 HX1781                         *CURRENT SURVEY CONTROL
 HX1781  ___________________________________________________________________
 HX1781* NAD 83(1995)-  38 36 13.43215(N)    081 26 52.12728(W)     ADJUSTED  
 HX1781* NAVD 88     -       352.889  (meters)    1157.77   (feet)  ADJUSTED  
 HX1781  ___________________________________________________________________
 HX1781  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 HX1781  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HX1781  DYNAMIC HT  -         352.647 (meters)    1156.98  (feet)  COMP
 HX1781  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 HX1781
 HX1781  HORZ ORDER  -  SECOND
 HX1781  VERT ORDER  -  SECOND    CLASS 0
 HX1781
 HX1781.The horizontal coordinates were established by classical geodetic methods
 HX1781.and adjusted by the National Geodetic Survey in April 1998..
 HX1781
 HX1781.The orthometric height was determined by differential leveling
 HX1781.and adjusted by the National Geodetic Survey in June 1991..
 HX1781
 HX1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1781
 HX1781.The geoid height was determined by GEOID03.
 HX1781
 HX1781.The dynamic height is computed by dividing the NAVD 88
 HX1781.geopotential number by the normal gravity value computed on the
 HX1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1781.degrees latitude (g = 980.6199 gals.).
 HX1781
 HX1781.The modeled gravity was interpolated from observed gravity values.
 HX1781
 HX1781;                    North         East     Units Scale Factor Converg.
 HX1781;SPC WV S     -   178,093.234   560,994.119   MT  0.99995239   -0 16 36.6
 HX1781;UTM  17      - 4,272,898.774   461,007.625   MT  0.99961872   -0 16 45.9
 HX1781
 HX1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1781!SPC WV S     -   0.99994986  x   0.99995239  =   0.99990226
 HX1781!UTM  17      -   0.99994986  x   0.99961872  =   0.99956860
 HX1781
 HX1781:                Primary Azimuth Mark                     Grid Az
 HX1781:SPC WV S     -  MATTIE AZ MK                             099 29 40.0
 HX1781:UTM  17      -  MATTIE AZ MK                             099 29 49.3
 HX1781
 HX1781|---------------------------------------------------------------------|
 HX1781| PID    Reference Object                     Distance      Geod. Az  |
 HX1781|                                                           dddmmss.s |
 HX1781| HX1780 MATTIE AZ MK                                       0991303.4 |
 HX1781| HX1782 MATTIE RM 1                          15.313 METERS 17111     |
 HX1781| DC4636 MATTIE RM 2                          33.147 METERS 27654     |
 HX1781|---------------------------------------------------------------------|
 HX1781
 HX1781                          SUPERSEDED SURVEY CONTROL
 HX1781
 HX1781  NAD 83(1986)-  38 36 13.43961(N)    081 26 52.13348(W) AD(       ) 2
 HX1781  NAD 27      -  38 36 13.09900(N)    081 26 52.69500(W) AD(       ) 2
 HX1781  NGVD 29 (??/??/92)  353.058  (m)         1158.32   (f) ADJ UNCH    2 0
 HX1781
 HX1781.Superseded values are not recommended for survey control.
 HX1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1781.See file dsdata.txt to determine how the superseded data were derived.
 HX1781
 HX1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6100872899(NAD 83)
 HX1781_MARKER: DS = TRIANGULATION STATION DISK
 HX1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1781_STAMPING: MATTIE 1944
 HX1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1781+STABILITY: SURFACE MOTION
 HX1781
 HX1781  HISTORY     - Date     Condition        Report By
 HX1781  HISTORY     - 1944     MONUMENTED       CGS
 HX1781  HISTORY     - 1956     GOOD             NGS
 HX1781
 HX1781                          STATION DESCRIPTION
 HX1781
 HX1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX1781'STATION IS LOCATED
 HX1781'ABOUT 1/2 MILE E
 HX1781'OF MATTIE GAP, 3-1/2 MILES SE OF WALTON, 3 MILES
 HX1781'W OF U.S. HIGHWAY 119, ON TOP OF
 HX1781'MT. WELCOME HILL.  IT IS ON A HIGH
 HX1781'HILL, 19 FEET S OF A LONE WALNUT TREE, AND ON LAND
 HX1781'OWNED BY S.P.
 HX1781'HINKLE.  THE DISK IS STAMPED MATTIE 1944.
 HX1781'
 HX1781'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX1781'DISKS SET IN
 HX1781'CONCRETE.
 HX1781'
 HX1781'REFERENCE MARK 1 IS ON THE S SLOPE OF THE HILL.  IT IS
 HX1781'STAMPED MATTIE NO 1 1944.
 HX1781'
 HX1781'REFERENCE MARK 2 IS 30 FEET NE OF THE NE CORNER OF THE SHED
 HX1781'OF AN OIL DERRICK.
 HX1781'IT IS STAMPED MATTIE NO 2 1944.
 HX1781'
 HX1781'AZIMUTH MARK IS NEAR A WHITE HOUSE, 71 FEET N OF THE CENTER
 HX1781'LINE OF THE ROAD,
 HX1781'59 FEET SW OF THE SW CORNER OF THE HOUSE, AND 2
 HX1781'FEET S OF A WITNESS POST.  IT IS
 HX1781'STAMPED MATTIE 1944.
 HX1781'
 HX1781'TO REACH THE STATION FROM A T-ROAD JUNCTION ON U.S. HIGHWAY
 HX1781'119 ON TOP OF MT.
 HX1781'WELCOME HILL ABOUT 3.3 MILES S OF WALTON, GO
 HX1781'W ON SURFACED T-ROAD FOR 3.8 MILES
 HX1781'TO THE AZIMUTH MARK ON THE
 HX1781'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE AND
 HX1781'NICHOLS STORE ON
 HX1781'THE RIGHT, CONTINUE 0.1 MILE TO A GATE ON THE LEFT LEADING TO
 HX1781'THE HINKLE
 HX1781'HOUSE, TURN LEFT THROUGH GATE AND TURN SHARP RIGHT
 HX1781'WITH THE FENCE AND FOLLOW
 HX1781'TRACK ROAD TO LONE WALNUT TREE AND STATION.
 HX1781'
 HX1781'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 HX1781
 HX1781                          STATION RECOVERY (1956)
 HX1781
 HX1781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HX1781'4.6 MI W FROM MT WELCOME.
 HX1781'ABOUT 4.4 MILES WEST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 HX1781'STATE HIGHWAY 14 AND TOP OF HIGHWAY GRADE AT MT. WELCOME TO A POINT
 HX1781'ABOUT 0.1 MILE SOUTHWEST OF A GROCERY STORE, THENCE ABOUT 0.15
 HX1781'MILE SOUTHWEST AND UPHILL ALONG A TRAIL TO THE TOP OF A RIDGE,
 HX1781'ABOUT 67 YARDS EAST OF AN OLD OIL DERRICK, 19 FEET SOUTH OF A LONE
 HX1781'20-INCH WALNUT TREE WHICH IS ON TOP OF RIDGE AT A RIGHT ANGLE
 HX1781'TURN IN RIDGE, 50.2 FEET NORTH OF RM NO. 1, ABOUT LEVEL WITH TOP
 HX1781'OF RIDGE AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 HX1781'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1780 ***********************************************************************
 HX1780  DESIGNATION -  MATTIE AZ MK
 HX1780  PID         -  HX1780
 HX1780  STATE/COUNTY-  WV/ROANE
 HX1780  USGS QUAD   -  KETTLE (1975)
 HX1780
 HX1780                         *CURRENT SURVEY CONTROL
 HX1780  ___________________________________________________________________
 HX1780* NAD 83(1986)-  38 36 09.     (N)    081 26 20.     (W)     SCALED    
 HX1780* NAVD 88     -       339.065  (meters)    1112.42   (feet)  ADJUSTED  
 HX1780  ___________________________________________________________________
 HX1780  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HX1780  DYNAMIC HT  -         338.831 (meters)    1111.65  (feet)  COMP
 HX1780  MODELED GRAV-     979,930.3   (mgal)                       NAVD 88
 HX1780
 HX1780  VERT ORDER  -  SECOND    CLASS 0
 HX1780
 HX1780.The horizontal coordinates were scaled from a topographic map and have
 HX1780.an estimated accuracy of +/- 6 seconds.
 HX1780
 HX1780.The orthometric height was determined by differential leveling
 HX1780.and adjusted by the National Geodetic Survey in June 1991..
 HX1780
 HX1780.The geoid height was determined by GEOID03.
 HX1780
 HX1780.The dynamic height is computed by dividing the NAVD 88
 HX1780.geopotential number by the normal gravity value computed on the
 HX1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1780.degrees latitude (g = 980.6199 gals.).
 HX1780
 HX1780.The modeled gravity was interpolated from observed gravity values.
 HX1780
 HX1780;                    North         East    Units  Estimated Accuracy
 HX1780;SPC WV S     -   177,950.      561,770.      MT  (+/- 180 meters Scaled)
 HX1780
 HX1780                          SUPERSEDED SURVEY CONTROL
 HX1780
 HX1780  NGVD 29 (??/??/92)  339.232  (m)         1112.96   (f) ADJ UNCH    2 0
 HX1780
 HX1780.Superseded values are not recommended for survey control.
 HX1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1780.See file dsdata.txt to determine how the superseded data were derived.
 HX1780
 HX1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC617727(NAD 83)
 HX1780_MARKER: DZ = AZIMUTH MARK DISK
 HX1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1780_STAMPING: MATTIE 1944
 HX1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1780+STABILITY: SURFACE MOTION
 HX1780
 HX1780  HISTORY     - Date     Condition        Report By
 HX1780  HISTORY     - 1944     MONUMENTED       CGS
 HX1780  HISTORY     - 1956     GOOD             NGS
 HX1780
 HX1780                          STATION DESCRIPTION
 HX1780
 HX1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1780'3.8 MI W FROM MT WELCOME.
 HX1780'ABOUT 3.85 MILES WEST ALONG A BLACK TOP ROAD FROM JUNCTION OF
 HX1780'STATE HIGHWAY 14 AND TOP OF HIGHWAY GRADE AT MT. WELCOME, ABOUT
 HX1780'0.7 MILE WEST OF MARS HILL CHURCH, 70 1/2 FEET NORTH OF CENTER
 HX1780'LINE OF ROAD, 59 FEET SOUTHWEST OF SOUTHWEST CORNER OF MAIN PART
 HX1780'OF A 1 1/2-STORY HILLTOP FRAME HOUSE, 32 FEET NORTHEAST OF NORTHEAST
 HX1780'CORNER OF A CONCRETE BLOCK SPLIT-LEVEL GARAGE APARTMENT, 35 FEET
 HX1780'NORTH OF POWER POLE NO. 1034-A-2, ABOUT 10 FEET ABOVE LEVEL OF
 HX1780'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1782 ***********************************************************************
 HX1782  DESIGNATION -  MATTIE RM 1
 HX1782  PID         -  HX1782
 HX1782  STATE/COUNTY-  WV/ROANE
 HX1782  USGS QUAD   -  KETTLE (1975)
 HX1782
 HX1782                         *CURRENT SURVEY CONTROL
 HX1782  ___________________________________________________________________
 HX1782* NAD 83(1986)-  38 36 13.     (N)    081 26 52.     (W)     SCALED    
 HX1782* NAVD 88     -       352.156  (meters)    1155.37   (feet)  ADJUSTED  
 HX1782  ___________________________________________________________________
 HX1782  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HX1782  DYNAMIC HT  -         351.915 (meters)    1154.57  (feet)  COMP
 HX1782  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 HX1782
 HX1782  VERT ORDER  -  SECOND    CLASS 0
 HX1782
 HX1782.The horizontal coordinates were scaled from a topographic map and have
 HX1782.an estimated accuracy of +/- 6 seconds.
 HX1782
 HX1782.The orthometric height was determined by differential leveling
 HX1782.and adjusted by the National Geodetic Survey in June 1991..
 HX1782
 HX1782.The geoid height was determined by GEOID03.
 HX1782
 HX1782.The dynamic height is computed by dividing the NAVD 88
 HX1782.geopotential number by the normal gravity value computed on the
 HX1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1782.degrees latitude (g = 980.6199 gals.).
 HX1782
 HX1782.The modeled gravity was interpolated from observed gravity values.
 HX1782
 HX1782;                    North         East    Units  Estimated Accuracy
 HX1782;SPC WV S     -   178,080.      561,000.      MT  (+/- 180 meters Scaled)
 HX1782
 HX1782                          SUPERSEDED SURVEY CONTROL
 HX1782
 HX1782  NGVD 29 (??/??/92)  352.325  (m)         1155.92   (f) ADJ UNCH    2 0
 HX1782
 HX1782.Superseded values are not recommended for survey control.
 HX1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1782.See file dsdata.txt to determine how the superseded data were derived.
 HX1782
 HX1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC610728(NAD 83)
 HX1782_MARKER: DR = REFERENCE MARK DISK
 HX1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1782_STAMPING: MATTIE NO 1 1944
 HX1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1782+STABILITY: SURFACE MOTION
 HX1782
 HX1782  HISTORY     - Date     Condition        Report By
 HX1782  HISTORY     - 1944     MONUMENTED       CGS
 HX1782  HISTORY     - 1956     GOOD             NGS
 HX1782
 HX1782                          STATION DESCRIPTION
 HX1782
 HX1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1782'4.6 MI W FROM MT WELCOME.
 HX1782'ABOUT 4.4 MILES WEST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 HX1782'STATE HIGHWAY 14 AND TOP OF HIGHWAY GRADE AT MT. WELCOME TO A POINT
 HX1782'ABOUT 0.1 MILE SOUTHWEST OF A GROCERY STORE, THENCE ABOUT 0.15
 HX1782'MILE SOUTHWEST AND UPHILL ALONG A TRAIL TO THE TOP OF A RIDGE,
 HX1782'69 1/2 FEET SOUTH OF A LONE 20-INCH WALNUT TREE, 50.2 FEET SOUTH
 HX1782'OF THE STATION MARK, ON TOP OF RIDGE AND IN THE WEST TRACK OF
 HX1782'A DIM TRAIL FOLLOWING RIDGE AND SET IN THE TOP OF A CONCRETE
 HX1782'POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3444 ***********************************************************************
 GX3444  DESIGNATION -  MATTS
 GX3444  PID         -  GX3444
 GX3444  STATE/COUNTY-  WV/BOONE
 GX3444  USGS QUAD   -  WHITESVILLE (1988)
 GX3444
 GX3444                         *CURRENT SURVEY CONTROL
 GX3444  ___________________________________________________________________
 GX3444* NAD 83(1995)-  37 54 20.54841(N)    081 34 46.90074(W)     ADJUSTED  
 GX3444* NAVD 88     -       698.     (meters)    2290.     (feet)  SCALED    
 GX3444  ___________________________________________________________________
 GX3444  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 GX3444  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GX3444
 GX3444  HORZ ORDER  -  SECOND
 GX3444
 GX3444.The horizontal coordinates were established by classical geodetic methods
 GX3444.and adjusted by the National Geodetic Survey in April 1998..
 GX3444
 GX3444.The orthometric height was scaled from a topographic map.
 GX3444
 GX3444.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3444
 GX3444.The geoid height was determined by GEOID03.
 GX3444
 GX3444;                    North         East     Units Scale Factor Converg.
 GX3444;SPC WV S     -   100,682.155   549,022.389   MT  0.99993745   -0 21 30.1
 GX3444;UTM  17      - 4,195,511.585   449,039.045   MT  0.99963199   -0 21 22.1
 GX3444
 GX3444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3444!SPC WV S     -   0.99989547  x   0.99993745  =   0.99983292
 GX3444!UTM  17      -   0.99989547  x   0.99963199  =   0.99952750
 GX3444
 GX3444|---------------------------------------------------------------------|
 GX3444| PID    Reference Object                     Distance      Geod. Az  |
 GX3444|                                                           dddmmss.s |
 GX3444| DC4637 MATTS RM 1                            6.480 METERS 03914     |
 GX3444| DC4638 MATTS RM 2                            6.452 METERS 14321     |
 GX3444| DC4639 MATTS RM 3 AZIMUTH                                 1853139.7 |
 GX3444|---------------------------------------------------------------------|
 GX3444
 GX3444                          SUPERSEDED SURVEY CONTROL
 GX3444
 GX3444  NAD 83(1995)-  37 54 20.55171(N)    081 34 46.90028(W) AD(       ) 2
 GX3444  NAD 83(1986)-  37 54 20.55562(N)    081 34 46.90723(W) AD(       ) 2
 GX3444  NAD 27      -  37 54 20.16800(N)    081 34 47.50800(W) AD(       ) 2
 GX3444
 GX3444.Superseded values are not recommended for survey control.
 GX3444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3444.See file dsdata.txt to determine how the superseded data were derived.
 GX3444
 GX3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB4903995512(NAD 83)
 GX3444_MARKER: DS = TRIANGULATION STATION DISK
 GX3444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3444
 GX3444  HISTORY     - Date     Condition        Report By
 GX3444  HISTORY     - 1933     MONUMENTED       CGS
 GX3444  HISTORY     - 1949     GOOD             CGS
 GX3444
 GX3444                          STATION DESCRIPTION
 GX3444
 GX3444'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GX3444'STATION IS ON THE PROPERTY OF THE BERWIND LAND COMPANY, ABOUT 8 MILES
 GX3444'ESE OF VAN, W. VA., ON A HIGH KNOB ON THE RIDGE FORMING THE DIVIDE
 GX3444'BETWEEN JAMES AND MATTS CREEKS. IT IS ON THE HIGHEST POINT, ON ABOUT
 GX3444'THE CENTER OF THE KNOB, 19.5 FEET ENE OF A 20-INCH CHESTNUT OAK.
 GX3444'
 GX3444'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GX3444'SET IN CONCRETE.
 GX3444'
 GX3444'REFERENCE MARK NO. 1 IS ENE OF THE STATION, AND ABOUT IN LINE WITH IT
 GX3444'AND THE 20-INCH OAK.
 GX3444'
 GX3444'REFERENCE MARK NO. 2 IS SE OF THE STATION AND 24.3 FEET E OF THE
 GX3444'20-INCH CHESTNUT OAK.
 GX3444'
 GX3444'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 1,200 FEET S OF THE
 GX3444'STATION ON THE N SIDE OF THE FIRST RIDGE, ABOUT 25 FEET FROM THE
 GX3444'TOP OF THE RIDGE, 130 FEET W OF THE TRAIL LEADING S FROM THE STATION,
 GX3444'6 FEET N OF A 20-INCH MAPLE TREE.
 GX3444'
 GX3444'TO REACH STATION FROM VAN, FOLLOW THE ROAD UP WEST FORK CREEK TO THE
 GX3444'JUNCTION WITH JAMES CREEK, TURN LEFT AND FOLLOW UP JAMES CREEK
 GX3444'FOR 0.2 MILE, TAKE THE RIGHT FORK OF JAMES CREEK FOR 0.4 MILE TO THE
 GX3444'END OF TRUCK TRAVEL. FOLLOW TRIAL UP THE CREEK TO THE FIRST HOLLOW
 GX3444'TO THE RIGHT, GO UP THIS TO THE TOP OF THE RIDGE, TURN LEFT (SE) AND
 GX3444'FOLLOW TRAIL TO THE STATION ON THE FIRST KNOB.
 GX3444'
 GX3444'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 GX3444
 GX3444                          STATION RECOVERY (1949)
 GX3444
 GX3444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GX3444'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GX3444'CONDITION. THE PRINCES DOROTHY COAL CO. IS MINING COAL ABOUT 100
 GX3444'FEET BENEATH THE STATION AND IT MIGHT BE DISTURBED IN THE FUTURE DUE
 GX3444'TO LAND SLIDES CAUSED BY THE REMOVAL OF THE COAL. THERE IS NO
 GX3444'SUITABLE PLACE TO MOVE THE STATION AT THE PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1997 ***********************************************************************
 JX1997  DESIGNATION -  MAUD
 JX1997  PID         -  JX1997
 JX1997  STATE/COUNTY-  WV/WETZEL
 JX1997  USGS QUAD   -  PINE GROVE (1976)
 JX1997
 JX1997                         *CURRENT SURVEY CONTROL
 JX1997  ___________________________________________________________________
 JX1997* NAD 83(1995)-  39 36 08.57041(N)    080 44 22.02137(W)     ADJUSTED  
 JX1997* NAVD 88     -       436.6    (meters)    1432.     (feet)  VERTCON   
 JX1997  ___________________________________________________________________
 JX1997  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 JX1997  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JX1997
 JX1997  HORZ ORDER  -  SECOND
 JX1997
 JX1997.The horizontal coordinates were established by classical geodetic methods
 JX1997.and adjusted by the National Geodetic Survey in April 1998..
 JX1997
 JX1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1997
 JX1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1997
 JX1997.The geoid height was determined by GEOID03.
 JX1997
 JX1997;                    North         East     Units Scale Factor Converg.
 JX1997;SPC WV N     -   123,117.423   493,556.889   MT  0.99994083   -0 47 25.8
 JX1997;UTM  17      - 4,383,659.301   522,368.912   MT  0.99960616   +0 09 57.9
 JX1997
 JX1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1997!SPC WV N     -   0.99993674  x   0.99994083  =   0.99987758
 JX1997!UTM  17      -   0.99993674  x   0.99960616  =   0.99954293
 JX1997
 JX1997|---------------------------------------------------------------------|
 JX1997| PID    Reference Object                     Distance      Geod. Az  |
 JX1997|                                                           dddmmss.s |
 JX1997| CX4123 MAUD RM 1                             6.440 METERS 01702     |
 JX1997| JX1996 PINE GROVE RADIO KQA 859 MAST       APPROX. 8.5 KM 1410832.7 |
 JX1997| JX1995 PINE GROVE RADIO KQC 533 MAST       APPROX. 9.2 KM 1431240.3 |
 JX1997| CX4124 MAUD RM 2                             8.921 METERS 22638     |
 JX1997| JX2011 SCHUMPBACH                          APPROX. 8.5 KM 3074045.5 |
 JX1997|---------------------------------------------------------------------|
 JX1997
 JX1997                          SUPERSEDED SURVEY CONTROL
 JX1997
 JX1997  NAD 83(1986)-  39 36 08.57647(N)    080 44 22.02897(W) AD(       ) 2
 JX1997  NAD 27      -  39 36 08.29110(N)    080 44 22.66700(W) AD(       ) 2
 JX1997  NGVD 29 (07/19/86)  436.8    (m)         1433.     (f) VERT ANG       
 JX1997
 JX1997.Superseded values are not recommended for survey control.
 JX1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1997.See file dsdata.txt to determine how the superseded data were derived.
 JX1997
 JX1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2236983659(NAD 83)
 JX1997_MARKER: DD = SURVEY DISK
 JX1997_SETTING: 66 = SET IN ROCK OUTCROP
 JX1997
 JX1997  HISTORY     - Date     Condition        Report By
 JX1997  HISTORY     - 1963     MONUMENTED       USGS
 JX1997
 JX1997                          STATION DESCRIPTION
 JX1997
 JX1997'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX1997'THE STATION IS LOCATED ABOUT 7.0 MILES EAST-SOUTHEAST OF NEW
 JX1997'MARTINSVILLE, 4.5 MILES
 JX1997'NORTHWEST OF PINE GROVE, 2-1/2 MILES NORTHEAST OF PORTERS FALLS,
 JX1997'2-1/4 MILES NORTH OF READER AND ABOUT
 JX1997'1.0 MILE SOUTHEAST OF THE COMMUNITY OF MAUD.
 JX1997'
 JX1997'THE STATION MARK IS A STANDARD USGS TRIGANULATION STATION DISK, FLUSH
 JX1997'WITH THE GROUND, SET IN A
 JX1997'DRILLED HOLE IN ROCK OUTCROP.  IT IS 10 FEET SOUTH OF THE CENTER OF
 JX1997'THE TOP OF THE SMALL HILL, 12 FEET
 JX1997'WEST OF A SMALL TREE, 32.5 FEET WEST OF A SMALL
 JX1997'TWIN TRUCK WALNUT TREE, 18.5 FEET WEST OF A SMALL
 JX1997'TREE AND A WITNESS POST AND ON THE
 JX1997'PROPERTY OF MR. DENNIS FRANKHOUSER.  THE DISK IS STAMPED MAUD 1957.
 JX1997'
 JX1997'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2, 7, AND 20, IN THE
 JX1997'SOUTHEAST EDGE OF NEW
 JX1997'MARTINSVILLE, GO EASTERLY ON STATE HIGHWAYS 7 AND 20 FOR 3.05 MILES
 JX1997'TO FORKS AND JUNCTION OF STATE
 JX1997'HIGHWAYS 7 AND 20, KEEP THE RIGHT FORK AND GO SOUTHEAST ON STATE
 JX1997'HIGHWAY 20 FOR 6.05 MILES TO A CHURCH
 JX1997'AND SCHOOL ON THE RIGHT IN PORTERS FALLS.  CONTINUE
 JX1997'EASTERLY ON STATE HIGHWAY 20 FOR 2.45 MILES TO A ROAD
 JX1997'LEFT, AT THE FOOT OF A HILL
 JX1997'AND CURVE TO THE RIGHT, TURN LEFT ONTO THE OLD HIGHWAY BED FOR 0.05
 JX1997'MILE TO A GRAVELED ROAD TO THE
 JX1997'LEFT, JUST BEFORE REACHING A BRIDGE, TURN LEFT AND GO NORTHERLY ON
 JX1997'THE GRAVELED ROAD FOR 1.75
 JX1997'MILES TO A ROAD LEFT AT A SET OF CONCRETE STEPS ON THE LEFT.
 JX1997'CONTINUE AHEAD ON THE MAIN GRAVELED ROAD
 JX1997'FOR 0.15 MILE TO A ROAD FORK AND A HOUSE IN
 JX1997'MIDDLE OF THE FORK, THIS IS THE HOME OF THE PROPERTY OWNER
 JX1997'AND THE END OF TRUCK TRAVEL.
 JX1997'PACK NORTHEAST THROUGH YARD AND FIELD TO THE SUMMIT OF HILL AND THE
 JX1997'STATION.
 JX1997'
 JX1997'REFERENCE MARK 1 IS A STANDARD USGS REFERENCE MARK DISK SET IN ROCK
 JX1997'OUTCROP THAT IS FLUSH WITH
 JX1997'THE SURFACE.  IT IS SET ON THE NORTH EDGE OF THE TOP OF THE HILL, 15
 JX1997'FEET NORTHWEST OF A SMALL TREE AND
 JX1997'THE WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 JX1997'THE DISK IS STAMPED NO 1 1957.
 JX1997'
 JX1997'REFERENCE MARK 2 IS A STANDARD USGS REFERENCE MARK DISK SET IN ROCK
 JX1997'OUTCROP THAT IS FLUSH WITH
 JX1997'THE SURFACE.  IT IS 15 FEET NORTHWEST OF A 4 INCH TREE, 40 FEET
 JX1997'SOUTHWEST OF THE WITNESS POST AND IS
 JX1997'ABOUT 3 FEET LOWER THAN THE STATION.  THE DISK IS STAMPED
 JX1997'NO 2 1957.
 JX1997'
 JX1997'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1950 ***********************************************************************
 JX1950  DESIGNATION -  MAXWELL
 JX1950  PID         -  JX1950
 JX1950  STATE/COUNTY-  WV/DODDRIDGE
 JX1950  USGS QUAD   -  OXFORD (1976)
 JX1950
 JX1950                         *CURRENT SURVEY CONTROL
 JX1950  ___________________________________________________________________
 JX1950* NAD 83(1995)-  39 12 49.70687(N)    080 46 53.14965(W)     ADJUSTED  
 JX1950* NAVD 88     -       423.2    (meters)    1388.     (feet)  VERTCON   
 JX1950  ___________________________________________________________________
 JX1950  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 JX1950  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JX1950
 JX1950  HORZ ORDER  -  FIRST
 JX1950
 JX1950.The horizontal coordinates were established by classical geodetic methods
 JX1950.and adjusted by the National Geodetic Survey in April 1998..
 JX1950
 JX1950.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1950
 JX1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1950
 JX1950.The geoid height was determined by GEOID03.
 JX1950
 JX1950;                    North         East     Units Scale Factor Converg.
 JX1950;SPC WV N     -    80,033.885   489,336.608   MT  0.99996646   -0 49 02.1
 JX1950;UTM  17      - 4,340,526.217   518,869.237   MT  0.99960438   +0 08 17.5
 JX1950
 JX1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1950!SPC WV N     -   0.99993879  x   0.99996646  =   0.99990526
 JX1950!UTM  17      -   0.99993879  x   0.99960438  =   0.99954320
 JX1950
 JX1950|---------------------------------------------------------------------|
 JX1950| PID    Reference Object                     Distance      Geod. Az  |
 JX1950|                                                           dddmmss.s |
 JX1950| CX4131 MAXWELL RM 3                         17.412 METERS 20522     |
 JX1950| CX4130 MAXWELL RM 2                         14.376 METERS 20535     |
 JX1950| CX4128 MAXWELL AZ MK                                      3302206.8 |
 JX1950| CX4129 MAXWELL RM 1                         13.579 METERS 35056     |
 JX1950|---------------------------------------------------------------------|
 JX1950
 JX1950                          SUPERSEDED SURVEY CONTROL
 JX1950
 JX1950  NAD 83(1986)-  39 12 49.71166(N)    080 46 53.15825(W) AD(       ) 1
 JX1950  NAD 27      -  39 12 49.40630(N)    080 46 53.78000(W) AD(       ) 1
 JX1950  NGVD 29 (07/19/86)  423.4    (m)         1389.     (f) VERT ANG       
 JX1950
 JX1950.Superseded values are not recommended for survey control.
 JX1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1950.See file dsdata.txt to determine how the superseded data were derived.
 JX1950
 JX1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1886940526(NAD 83)
 JX1950_MARKER: DS = TRIANGULATION STATION DISK
 JX1950_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JX1950_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JX1950
 JX1950  HISTORY     - Date     Condition        Report By
 JX1950  HISTORY     - 1944     MONUMENTED       CGS
 JX1950  HISTORY     - 1956     GOOD             CGS
 JX1950
 JX1950                          STATION DESCRIPTION
 JX1950
 JX1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1950'STATION IS LOCATED
 JX1950'ABOUT 12 MILES BY
 JX1950'ROAD SE OF THE VILLAGE OF GREENWOOD AND
 JX1950'ABOUT 6 MILES S OF U.S. HIGHWAY 50.
 JX1950'THE MARK IS SITUATED ON THE
 JX1950'HIGHEST POINT OF A WOODED KNOLL, ON LAND OWNED BY LEWIS
 JX1950'MAXWELL.  IT
 JX1950'IS IN A SMALL CLEARING MARKED BY THREE TRIANGULAR-BLAZED TREES
 JX1950'AND 3.5 FEET N OF A
 JX1950'WOODEN WITNESS POST.  NO UNDERGROUND MARK WAS SET.
 JX1950'
 JX1950'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AT THE
 JX1950'TOP OF A 4-INCH
 JX1950'IRON PIPE.  IT IS STAMPED MAXWELL 1944.
 JX1950'
 JX1950'REFERENCE MARK 1 IS 43.78 FEET N OF THE STATION, ABOUT 10 FEET
 JX1950'LOWER IN
 JX1950'ELEVATION, AND 2 FEET S OF A LARGE TRIANGULAR-BLAZED TREE,
 JX1950'IT IS A BRONZE REFERENCE
 JX1950'DISK SET IN A DRILL HOLE IN A BOULDER
 JX1950'AND IS STAMPED MAXWELL NO 1 1944.
 JX1950'
 JX1950'REFERENCE MARK 2 IS 47.17 FEET S OF THE STATION AND ABOUT 6
 JX1950'FEET LOWER IN
 JX1950'ELEVATION.  IT IS A BRONZE REFERENCE DISK SET IN A
 JX1950'DRILL HOLE IN A BOULDER AND IS
 JX1950'STAMPED MAXWELL NO 2 1944.
 JX1950'
 JX1950'NO AZIMUTH MARK WAS ESTABLISHED DUE TO THE HEAVY TIMBER IN
 JX1950'THIS AREA.
 JX1950'
 JX1950'TO REACH THE STATION FROM A CONCRETE CULVERT ON U.S. HIGHWAY
 JX1950'50 NEAR THE CENTER
 JX1950'OF THE VILLAGE OF GREENWOOD, GO E ON HIGHWAY 50
 JX1950'FOR 5.75 MILES TO A CROSSROADS AT A
 JX1950'SIGN ARNOLD CREEK ROAD.
 JX1950'TURN RIGHT AND GO 0.7 MILE, TAKE THE LEFT FORK FOR 3
 JX1950'MILES.  THEN
 JX1950'TAKE THE RIGHT FORK FOR 0.5 MILE, THEN LEFT FORK ON A WOODS ROAD
 JX1950'FOR 1.4 MILES TO A
 JX1950'SMALL CREEK AT THE BASE OF THE HILL AND THE END
 JX1950'OF TRUCK TRAVEL.  THE ROAD CONTINUES
 JX1950'AHEAD UP A STEEP HILL.  FROM
 JX1950'HERE PACK UP THE ROAD S, E, AND S FOR ABOUT 0.4 MILE TO
 JX1950'AN OIL
 JX1950'DERRICK ON THE RIGHT.  TURN LEFT AND FOLLOW A BLAZED TRAIL E FOR
 JX1950'ABOUT 50 YARDS,
 JX1950'THEN TURN RIGHT (S) AND FOLLOW THE RIDGE AND
 JX1950'BLAZES FOR A DISTANCE OF 0.25 MILE
 JX1950'TO THE TOP OF THE HILL AND
 JX1950'STATION.
 JX1950'
 JX1950'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JX1950
 JX1950                          STATION RECOVERY (1956)
 JX1950
 JX1950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDR)
 JX1950'STATION AND REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED AND FOUND IN
 JX1950'GOOD CONDITION.  REFERENCE MARK
 JX1950'NO. 2 WAS FOUND DESTROYED, THEREFORE REFERENCE MARK NO. 3 AND AZIMUTH
 JX1950'MARK WERE ESTABLISHED.  A CONSIDERABLE
 JX1950'DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO
 JX1950'REFERENCE MARK NO. 1.
 JX1950'
 JX1950'A NEW DESCRIPTION FOLLOWS.
 JX1950'
 JX1950'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF WEST UNION, AND ABOUT 8
 JX1950'1/2 MILES EAST-NORTH-EAST OF PULLMAN.
 JX1950'STATION IS 19 FEET EAST OF TRIANGLE BLAZED TREE, AND 3 FEET NORTH OF
 JX1950'WITNESS POST.  THE MARK
 JX1950'PROJECTS 6 INCHES AND THE DISK IS STAMPED MAXWELL 1944.
 JX1950'
 JX1950'REFERENCE MARK NO. 1 IS 3-1/2 FEET SOUTH OF HOLLOW TREE.  THE MARK IS
 JX1950'SET IN DRILL HOLE IN BOULDER AND THE
 JX1950'DISK IS STAMPED MAXWELL NO 1 1944.
 JX1950'
 JX1950'REFERENCE MARK NO. 3 IS 24 FEET EAST-SOUTHEAST OF A 24 INCH TREE.
 JX1950'THE MARK PROJECTS 8 INCHES AND
 JX1950'THE DISK IS STAMPED MAXWELL NO 3 1944.
 JX1950'
 JX1950'AZIMUTH MARK IS 15 FEET WEST OF APPROXIMATE CENTERLINE OF ROAD, AND 2
 JX1950'FEET SOUTH OF WITNESS POST.  THE
 JX1950'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED MAXWELL 1956.
 JX1950'
 JX1950'TO REACH FROM SIGNAL LIGHT AT MAIN INTERSECTION IN THE VILLAGE OF
 JX1950'WEST UNION, GO WEST ON U.S.
 JX1950'HIGHWAY NO. 50 FOR 2.5 MILES TO ARNOLD CREEK ROAD.  TURN LEFT AND GO
 JX1950'SOUTH ON ARNOLD CREEK ROAD FOR 0.6
 JX1950'MILE TO FORKS AT WAITING-SHED.  TAKE LEFT FORK AND GO EASTERLY
 JX1950'FOR 2.0 MILES TO LARGE WHITE HOUSE ON RIGHT
 JX1950'(SOUTH) SIDE OF ROAD.  CONTINUE EASTERLY ON
 JX1950'DIRT ROAD FOR 0.8 MILE TO WIRE GATE.  CONTINUE EASTERLY 0.3
 JX1950'MILE TO FORKS.
 JX1950'TAKE RIGHT FORK, CROSS CREEK, PASS TO RIGHT OF SHED AND HOUSE AND GO
 JX1950'0.6 MILE TO FORKS.  TAKE LEFT
 JX1950'FORK DOWN HILL FOR 0.5 MILE TO SECOND OF 2 STEEL DERRICKS.  CONTINUE
 JX1950'EASTERLY FOR 0.25 MILE TO FORKS.
 JX1950'(TURN RIGHT AND FOLLOW MAIN ROAD FOR 0.7 MILE TO TOP OF
 JX1950'HILL AND AZIMUTH MARK ON RIGHT (SOUTH) SIDE OF
 JX1950'ROAD).  TAKE LEFT FORK AND GO 0.6 MILE TO
 JX1950'FORK.  TAKE RIGHT FORK AND FOLLOW GRADED ROAD 0.4 MILE TO SIDE
 JX1950'ROAD LEFT AT SUMMIT OF HILL.  TURN
 JX1950'LEFT AND FOLLOW WOODS ROAD TO TOP OF HILL AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3016 ***********************************************************************
 HX3016  DESIGNATION -  MAYSEL
 HX3016  PID         -  HX3016
 HX3016  STATE/COUNTY-  WV/CLAY
 HX3016  USGS QUAD   -  ELKHURST (1976)
 HX3016
 HX3016                         *CURRENT SURVEY CONTROL
 HX3016  ___________________________________________________________________
 HX3016* NAD 83(1995)-  38 29 49.44882(N)    081 07 33.81893(W)     ADJUSTED  
 HX3016* NAVD 88     -       376.2    (meters)    1234.     (feet)  VERTCON   
 HX3016  ___________________________________________________________________
 HX3016  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 HX3016  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HX3016
 HX3016  HORZ ORDER  -  THIRD
 HX3016
 HX3016.The horizontal coordinates were established by classical geodetic methods
 HX3016.and adjusted by the National Geodetic Survey in April 1998..
 HX3016
 HX3016.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3016
 HX3016.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3016
 HX3016.The geoid height was determined by GEOID03.
 HX3016
 HX3016;                    North         East     Units Scale Factor Converg.
 HX3016;SPC WV S     -   166,166.893   589,003.578   MT  0.99994052   -0 04 40.5
 HX3016;UTM  17      - 4,260,975.739   489,007.318   MT  0.99960149   -0 04 42.5
 HX3016
 HX3016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3016!SPC WV S     -   0.99994608  x   0.99994052  =   0.99988660
 HX3016!UTM  17      -   0.99994608  x   0.99960149  =   0.99954759
 HX3016
 HX3016|---------------------------------------------------------------------|
 HX3016| PID    Reference Object                     Distance      Geod. Az  |
 HX3016|                                                           dddmmss.s |
 HX3016| DC4644 MAYSEL RM 1                           8.942 METERS 09624     |
 HX3016| DC4645 MAYSEL RM 2                           9.960 METERS 20725     |
 HX3016| HX2964 MAYSEL UNITED NATURAL GAS MAST      APPROX. 5.5 KM 2912825.5 |
 HX3016| DC4643 MAYSEL AZ MK                                       3220518.7 |
 HX3016|---------------------------------------------------------------------|
 HX3016
 HX3016                          SUPERSEDED SURVEY CONTROL
 HX3016
 HX3016  NAD 83(1986)-  38 29 49.45643(N)    081 07 33.82736(W) AD(       ) 3
 HX3016  NAD 27      -  38 29 49.09930(N)    081 07 34.43210(W) AD(       ) 3
 HX3016  NGVD 29 (07/19/86)  376.4    (m)         1235.     (f) VERT ANG       
 HX3016
 HX3016.Superseded values are not recommended for survey control.
 HX3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3016.See file dsdata.txt to determine how the superseded data were derived.
 HX3016
 HX3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC8900760976(NAD 83)
 HX3016_MARKER: DS = TRIANGULATION STATION DISK
 HX3016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3016
 HX3016  HISTORY     - Date     Condition        Report By
 HX3016  HISTORY     - 1961     MONUMENTED       CGS
 HX3016
 HX3016                          STATION DESCRIPTION
 HX3016
 HX3016'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX3016'STATION IS LOCATED ON THE SUMMIT OF A BROAD FLAT TOP AND GRASS
 HX3016'COVERED HILL, ABOUT
 HX3016'3-1/2 MILES NORTHWEST OF CLAY, 12 MILES EAST OF CLENDENIN AND
 HX3016'IS ON PROPERTY OWNED BY MR.
 HX3016'JOE BUTCHER.
 HX3016'
 HX3016'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 36 WHICH
 HX3016'IS ABOUT 18 MILES
 HX3016'VIA HIGHWAY, EAST OF CLENDENIN.  GO NORTHERLY ON HIGHWAY
 HX3016'36 FOR 1.0 MILE.  TURN RIGHT, THENCE
 HX3016'LEFT AND FOLLOW ALONG THE NORTH SIDE
 HX3016'OF A HILL, ON A DIRT ROAD FOR 0.2 MILE TO THE HOME OF
 HX3016'MR. JOE BUTCHER.  TURN
 HX3016'SHARP RIGHT AND FOLLOW A TRACK ROAD FOR 0.05 MILE TO A POWERLINE POLE
 HX3016'WHICH HAS A
 HX3016'TRIANGULAR BLAZE ON THE NORTH SIDE, A METAL WITNESS POST AND
 HX3016'THE STATION ON THE LEFT SIDE
 HX3016'OF THE ROAD.
 HX3016'
 HX3016'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF HIGHWAY 36 AND THE DIRT
 HX3016'ROAD WHICH IS
 HX3016'MENTIONED IN THE ABOVE DESCRIPTION.  GO NORTHERLY ON HIGHWAY
 HX3016'36 FOR 0.3 MILE.  TURN LEFT AND
 HX3016'FOLLOW A DIRT ROAD FOR 0.15 MILE TO THE
 HX3016'AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD.
 HX3016'
 HX3016'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 HX3016'MONUMENTS.
 HX3016'
 HX3016'STATION MARK IS STAMPED MAYSEL 1961 AND IS FLUSH WITH THE GROUND.  IT
 HX3016'IS 20 FEET SOUTH
 HX3016'OF THE CENTER OF A TRACK ROAD, 4.0 FEET SOUTH OF A METAL
 HX3016'WITNESS POST, 13 FEET SOUTHEAST OF
 HX3016'A TRIANGLE BLAZED POWERLINE POLE, 115
 HX3016'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HX3016'FRAME HOUSE AND 44.7 FEET
 HX3016'NORTH OF A 6-INCH LONE PINE TREE.
 HX3016'
 HX3016'REFERENCE MARK NUMBER 1 IS STAMPED MAYSEL NO 1 1961 AND PROJECTS
 HX3016'ABOUT 4 INCHES.  IT
 HX3016'IS 39 FEET EAST OF THE POWERLINE POLE AND 42 FEET SOUTHEAST
 HX3016'OF THE CENTER OF THE TRACK ROAD.
 HX3016'
 HX3016'REFERENCE MARK NUMBER 2 IS STAMPED MAYSEL NO 2 1961 AND PROJECTS
 HX3016'ABOUT 4 INCHES.  IT
 HX3016'IS 24 FEET SOUTHEAST OF THE TRACK ROAD, 25 FEET NORTHWEST OF
 HX3016'THE PINE TREE AND 40 FEET SOUTH
 HX3016'OF THE POWERLINE POLE.
 HX3016'
 HX3016'AZIMUTH MARK IS STAMPED MAYSEL 1961 AND PROJECTS ABOUT 6 INCHES.  IT
 HX3016'IS 18 FEET NORTH OF
 HX3016'THE CENTER OF A DIRT ROAD, 1.5 FEET SOUTHEAST OF A METAL
 HX3016'WITNESS POST, 75 FEET NORTHEAST OF
 HX3016'POWERLINE POLE NO. 251-23, 69 FEET NORTHWEST
 HX3016'OF THE NORTHEAST CORNER OF A FRAME HOUSE AND 10 FEET
 HX3016'SOUTH OF AN
 HX3016'EAST-WEST FENCELINE.
 HX3016'
 HX3016'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2964 ***********************************************************************
 HX2964  DESIGNATION -  MAYSEL UNITED NATURAL GAS MAST
 HX2964  PID         -  HX2964
 HX2964  STATE/COUNTY-  WV/CLAY
 HX2964  USGS QUAD   -  NEWTON (1975)
 HX2964
 HX2964                         *CURRENT SURVEY CONTROL
 HX2964  ___________________________________________________________________
 HX2964* NAD 83(1995)-  38 30 55.14785(N)    081 11 06.56357(W)     ADJUSTED  
 HX2964* NAVD 88     -                                                        
 HX2964  ___________________________________________________________________
 HX2964  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 HX2964  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HX2964
 HX2964  HORZ ORDER  -  THIRD
 HX2964
 HX2964.The horizontal coordinates were established by classical geodetic methods
 HX2964.and adjusted by the National Geodetic Survey in April 1998..
 HX2964
 HX2964
 HX2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2964
 HX2964.The geoid height was determined by GEOID03.
 HX2964
 HX2964;                    North         East     Units Scale Factor Converg.
 HX2964;SPC WV S     -   168,201.257   583,852.646   MT  0.99994231   -0 06 52.1
 HX2964;UTM  17      - 4,263,009.474   483,858.157   MT  0.99960321   -0 06 55.1
 HX2964
 HX2964                          SUPERSEDED SURVEY CONTROL
 HX2964
 HX2964  NAD 83(1986)-  38 30 55.15569(N)    081 11 06.57196(W) AD(       ) 4
 HX2964  NAD 27      -  38 30 54.80100(N)    081 11 07.16500(W) AD(       ) 3
 HX2964
 HX2964.Superseded values are not recommended for survey control.
 HX2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2964.See file dsdata.txt to determine how the superseded data were derived.
 HX2964
 HX2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC8385863009(NAD 83)
 HX2964_MARKER: 42 = RADIO/TV MAST
 HX2964
 HX2964  HISTORY     - Date     Condition        Report By
 HX2964  HISTORY     - 1961     FIRST OBSERVED   CGS
 HX2964
 HX2964                          STATION DESCRIPTION
 HX2964
 HX2964'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0255 ***********************************************************************
 HY0255  DESIGNATION -  MAYWOOD
 HY0255  PID         -  HY0255
 HY0255  STATE/COUNTY-  WV/MASON
 HY0255  USGS QUAD   -  ARLEE (1975)
 HY0255
 HY0255                         *CURRENT SURVEY CONTROL
 HY0255  ___________________________________________________________________
 HY0255* NAD 83(1986)-  38 37 51.     (N)    082 04 03.     (W)     SCALED    
 HY0255* NAVD 88     -       289.993  (meters)     951.42   (feet)  ADJUSTED  
 HY0255  ___________________________________________________________________
 HY0255  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HY0255  DYNAMIC HT  -         289.803 (meters)     950.80  (feet)  COMP
 HY0255  MODELED GRAV-     979,965.8   (mgal)                       NAVD 88
 HY0255
 HY0255  VERT ORDER  -  SECOND    CLASS 0
 HY0255
 HY0255.The horizontal coordinates were scaled from a topographic map and have
 HY0255.an estimated accuracy of +/- 6 seconds.
 HY0255
 HY0255.The orthometric height was determined by differential leveling
 HY0255.and adjusted by the National Geodetic Survey in June 1991..
 HY0255
 HY0255.The geoid height was determined by GEOID03.
 HY0255
 HY0255.The dynamic height is computed by dividing the NAVD 88
 HY0255.geopotential number by the normal gravity value computed on the
 HY0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0255.degrees latitude (g = 980.6199 gals.).
 HY0255
 HY0255.The modeled gravity was interpolated from observed gravity values.
 HY0255
 HY0255;                    North         East    Units  Estimated Accuracy
 HY0255;SPC WV S     -   181,540.      507,050.      MT  (+/- 180 meters Scaled)
 HY0255
 HY0255                          SUPERSEDED SURVEY CONTROL
 HY0255
 HY0255  NGVD 29 (??/??/92)  290.167  (m)          951.99   (f) ADJ UNCH    2 0
 HY0255
 HY0255.Superseded values are not recommended for survey control.
 HY0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0255.See file dsdata.txt to determine how the superseded data were derived.
 HY0255
 HY0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC070763(NAD 83)
 HY0255_MARKER: DS = TRIANGULATION STATION DISK
 HY0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0255_STAMPING: MAYWOOD 1956
 HY0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0255+STABILITY: SURFACE MOTION
 HY0255
 HY0255  HISTORY     - Date     Condition        Report By
 HY0255  HISTORY     - 1956     MONUMENTED       USGS
 HY0255  HISTORY     - 1956     GOOD             NGS
 HY0255
 HY0255                          STATION DESCRIPTION
 HY0255
 HY0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0255'7.3 MI SE FROM MERCERS BOTTOM.
 HY0255'6.35 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF STATE
 HY0255'HIGHWAY 2 AND POST OFFICE AT MERCERS BOTTOM, THENCE ABOUT 0.95
 HY0255'MILE SOUTH ALONG A DIRT ROAD, ABOUT 0.2 MILE SOUTH OF A CROSSROAD,
 HY0255'AT THE JUNCTION OF A ROAD SOUTHWEST AND CURVE IN ROAD WITH TANGENTS
 HY0255'EXTENDING NORTH AND SOUTHEAST, 96 FEET SOUTHWEST OF CENTER OF
 HY0255'ROAD JUNCTION, 21 FEET NORTHWEST OF CENTER LINE OF ROAD SOUTHWEST,
 HY0255'178 FEET NORTH AND ACROSS ROAD SOUTHWEST FROM THE NORTHWEST
 HY0255'CORNER OF A VACANT 2-STORY HOUSE, 92 FEET EAST OF POWER POLE NO.
 HY0255'48-8253/995 B 4, 40 1/2 FEET NORTHWEST AND ACROSS ROAD FROM RM
 HY0255'NO. 2, 25.9 FEET SOUTHWEST OF RM NO. 1, 9 FEET SOUTH OF A FENCE
 HY0255'LINE, 1 1/2 FEET ABOVE LEVEL OF ROAD SOUTHWEST AND SET IN THE
 HY0255'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0256 ***********************************************************************
 HY0256  DESIGNATION -  MAYWOOD RM 1
 HY0256  PID         -  HY0256
 HY0256  STATE/COUNTY-  WV/MASON
 HY0256  USGS QUAD   -  ARLEE (1975)
 HY0256
 HY0256                         *CURRENT SURVEY CONTROL
 HY0256  ___________________________________________________________________
 HY0256* NAD 83(1986)-  38 37 51.     (N)    082 04 03.     (W)     SCALED    
 HY0256* NAVD 88     -       289.971  (meters)     951.35   (feet)  ADJUSTED  
 HY0256  ___________________________________________________________________
 HY0256  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HY0256  DYNAMIC HT  -         289.782 (meters)     950.73  (feet)  COMP
 HY0256  MODELED GRAV-     979,965.8   (mgal)                       NAVD 88
 HY0256
 HY0256  VERT ORDER  -  SECOND    CLASS 0
 HY0256
 HY0256.The horizontal coordinates were scaled from a topographic map and have
 HY0256.an estimated accuracy of +/- 6 seconds.
 HY0256
 HY0256.The orthometric height was determined by differential leveling
 HY0256.and adjusted by the National Geodetic Survey in June 1991..
 HY0256
 HY0256.The geoid height was determined by GEOID03.
 HY0256
 HY0256.The dynamic height is computed by dividing the NAVD 88
 HY0256.geopotential number by the normal gravity value computed on the
 HY0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0256.degrees latitude (g = 980.6199 gals.).
 HY0256
 HY0256.The modeled gravity was interpolated from observed gravity values.
 HY0256
 HY0256;                    North         East    Units  Estimated Accuracy
 HY0256;SPC WV S     -   181,540.      507,050.      MT  (+/- 180 meters Scaled)
 HY0256
 HY0256                          SUPERSEDED SURVEY CONTROL
 HY0256
 HY0256  NGVD 29 (??/??/92)  290.146  (m)          951.92   (f) ADJ UNCH    2 0
 HY0256
 HY0256.Superseded values are not recommended for survey control.
 HY0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0256.See file dsdata.txt to determine how the superseded data were derived.
 HY0256
 HY0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC070763(NAD 83)
 HY0256_MARKER: DR = REFERENCE MARK DISK
 HY0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0256_STAMPING: MAYWOOD 1 1956
 HY0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0256+STABILITY: SURFACE MOTION
 HY0256
 HY0256  HISTORY     - Date     Condition        Report By
 HY0256  HISTORY     - 1956     MONUMENTED       USGS
 HY0256  HISTORY     - 1956     GOOD             NGS
 HY0256
 HY0256                          STATION DESCRIPTION
 HY0256
 HY0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0256'7.3 MI SE FROM MERCERS BOTTOM.
 HY0256'6.35 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF STATE
 HY0256'HIGHWAY 2 AND POST OFFICE AT MERCERS BOTTOM, THENCE ABOUT 0.95
 HY0256'MILE SOUTH ALONG A DIRT ROAD, AT JUNCTION OF ROAD SOUTHWEST,
 HY0256'25.9 FEET NORTHEAST OF THE STATION MARK, 14 FEET NORTHWEST OF
 HY0256'CENTER LINE OF ROAD SOUTHWEST, 70 FEET SOUTHWEST OF ROAD JUNCTION,
 HY0256'47 1/4 FEET NORTH AND ACROSS ROAD SOUTHWEST FROM RM NO. 2, 3 1/2
 HY0256'FEET SOUTHWEST OF A FENCE CORNER, ABOUT 2 1/2 FEET ABOVE LEVEL
 HY0256'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0254 ***********************************************************************
 HY0254  DESIGNATION -  MAYWOOD RM 2
 HY0254  PID         -  HY0254
 HY0254  STATE/COUNTY-  WV/MASON
 HY0254  USGS QUAD   -  ARLEE (1975)
 HY0254
 HY0254                         *CURRENT SURVEY CONTROL
 HY0254  ___________________________________________________________________
 HY0254* NAD 83(1986)-  38 37 51.     (N)    082 04 03.     (W)     SCALED    
 HY0254* NAVD 88     -       289.421  (meters)     949.54   (feet)  ADJUSTED  
 HY0254  ___________________________________________________________________
 HY0254  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HY0254  DYNAMIC HT  -         289.231 (meters)     948.92  (feet)  COMP
 HY0254  MODELED GRAV-     979,965.8   (mgal)                       NAVD 88
 HY0254
 HY0254  VERT ORDER  -  SECOND    CLASS 0
 HY0254
 HY0254.The horizontal coordinates were scaled from a topographic map and have
 HY0254.an estimated accuracy of +/- 6 seconds.
 HY0254
 HY0254.The orthometric height was determined by differential leveling
 HY0254.and adjusted by the National Geodetic Survey in June 1991..
 HY0254
 HY0254.The geoid height was determined by GEOID03.
 HY0254
 HY0254.The dynamic height is computed by dividing the NAVD 88
 HY0254.geopotential number by the normal gravity value computed on the
 HY0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0254.degrees latitude (g = 980.6199 gals.).
 HY0254
 HY0254.The modeled gravity was interpolated from observed gravity values.
 HY0254
 HY0254;                    North         East    Units  Estimated Accuracy
 HY0254;SPC WV S     -   181,540.      507,050.      MT  (+/- 180 meters Scaled)
 HY0254
 HY0254                          SUPERSEDED SURVEY CONTROL
 HY0254
 HY0254  NGVD 29 (??/??/92)  289.595  (m)          950.11   (f) ADJ UNCH    2 0
 HY0254
 HY0254.Superseded values are not recommended for survey control.
 HY0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0254.See file dsdata.txt to determine how the superseded data were derived.
 HY0254
 HY0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC070763(NAD 83)
 HY0254_MARKER: DR = REFERENCE MARK DISK
 HY0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0254_STAMPING: MAYWOOD 2 1956
 HY0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0254+STABILITY: SURFACE MOTION
 HY0254
 HY0254  HISTORY     - Date     Condition        Report By
 HY0254  HISTORY     - 1956     MONUMENTED       USGS
 HY0254  HISTORY     - 1956     GOOD             NGS
 HY0254
 HY0254                          STATION DESCRIPTION
 HY0254
 HY0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0254'7.3 MI SE FROM MERCERS BOTTOM.
 HY0254'6.35 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF STATE
 HY0254'HIGHWAY 2 AND POST OFFICE AT MERCERS BOTTOM, THENCE ABOUT 0.95
 HY0254'MILE SOUTH ALONG A DIRT ROAD, AT JUNCTION OF ROAD SOUTHWEST, 19
 HY0254'FEET SOUTHEAST OF CENTER LINE OF ROAD SOUTHWEST, 71 FEET WEST
 HY0254'OF CENTER LINE OF ROAD SOUTHEAST, 47 1/4 FEET SOUTH AND ACROSS
 HY0254'ROAD FROM RM NO. 1, 40 1/2 FEET SOUTHEAST AND ACROSS ROAD FROM
 HY0254'STATION MARK, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE
 HY0254'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2107 ***********************************************************************
 JX2107  DESIGNATION -  MC CULLOUGH USGS 1944
 JX2107  PID         -  JX2107
 JX2107  STATE/COUNTY-  WV/PLEASANTS
 JX2107  USGS QUAD   -  ELLENBORO (1975)
 JX2107
 JX2107                         *CURRENT SURVEY CONTROL
 JX2107  ___________________________________________________________________
 JX2107* NAD 83(1995)-  39 20 15.37811(N)    081 04 31.88035(W)     ADJUSTED  
 JX2107* NAVD 88     -       367.95   (+/-2cm)    1207.2    (feet)  VERTCON   
 JX2107  ___________________________________________________________________
 JX2107  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 JX2107  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JX2107
 JX2107  HORZ ORDER  -  SECOND
 JX2107  VERT ORDER  -  THIRD ? (See Below)
 JX2107
 JX2107.The horizontal coordinates were established by classical geodetic methods
 JX2107.and adjusted by the National Geodetic Survey in April 1998..
 JX2107
 JX2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2107.The vertical order pertains to the NGVD 29 superseded value.
 JX2107
 JX2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2107
 JX2107.The geoid height was determined by GEOID03.
 JX2107
 JX2107;                    North         East     Units Scale Factor Converg.
 JX2107;SPC WV N     -    94,179.150   464,182.427   MT  0.99995334   -1 00 17.4
 JX2107;SPC OH S     -   149,460.332   722,795.904   MT  0.99993624   +0 54 13.9
 JX2107;UTM  17      - 4,354,244.783   493,491.581   MT  0.99960052   -0 02 52.3
 JX2107
 JX2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2107!SPC WV N     -   0.99994757  x   0.99995334  =   0.99990091
 JX2107!SPC OH S     -   0.99994757  x   0.99993624  =   0.99988381
 JX2107!UTM  17      -   0.99994757  x   0.99960052  =   0.99954811
 JX2107
 JX2107                          SUPERSEDED SURVEY CONTROL
 JX2107
 JX2107  NAD 83(1986)-  39 20 15.38305(N)    081 04 31.88829(W) AD(       ) 2
 JX2107  NAD 27      -  39 20 15.10910(N)    081 04 32.49070(W) AD(       ) 2
 JX2107  NGVD 29 (07/19/86)  368.12   (m)         1207.7    (f) LEVELING    3  
 JX2107
 JX2107.Superseded values are not recommended for survey control.
 JX2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2107.See file dsdata.txt to determine how the superseded data were derived.
 JX2107
 JX2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9349254245(NAD 83)
 JX2107_MARKER: DS = TRIANGULATION STATION DISK
 JX2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2107_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2107+STABILITY: SURFACE MOTION
 JX2107
 JX2107  HISTORY     - Date     Condition        Report By
 JX2107  HISTORY     - 1944     MONUMENTED       USGS
 JX2107  HISTORY     - 1963     SEE DESCRIPTION  USGS
 JX2107
 JX2107                          STATION DESCRIPTION
 JX2107
 JX2107'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 JX2107'THE STATION IS LOCATED ABOUT 9 MILES NW OF PENNSBORO, ON A CLEARED
 JX2107'HILL OWNED BY
 JX2107'WILLIAM MCCULLOUGH WHO LIVES ABOUT 500 FEET W OF
 JX2107'THE STATION.
 JX2107'
 JX2107'STATION MARK IS A U.S. GEOLOGICAL SURVEY STANDARD DISK SET
 JX2107'IN A DRILL HOLE IN
 JX2107'A LIMESTONE POST THAT IS 8 INCHES SQUARE AND
 JX2107'PROJECTS 12 INCHES.  THE DISK IS NOT
 JX2107'STAMPED.
 JX2107'
 JX2107'TO REACH THE STATION FROM ST. MARYS POST OFFICE, GO N AND E
 JX2107'ON U.S. HIGHWAY 50
 JX2107'N FOR 9.65 MILES TO A CROSS ROAD AT THE PLEASANT-RITCHIE
 JX2107'COUNTY LINE, HERE TURN LEFT ON A
 JX2107'GRAVELED ROAD AND GO 1.1
 JX2107'MILES TO A DIRT T-ROAD LEFT, HERE TURN LEFT AND GO
 JX2107'0.5 MILE TO A
 JX2107'POLE GATE ON THE RIGHT, PASS THROUGH GATE AND GO 0.2 MILE TO THE
 JX2107'FOOT OF THE RIDGE,
 JX2107'HERE TURN SHARP LEFT UP HILL AND GO 0.05 MILE
 JX2107'TO ANOTHER POLE GATE, PASS THROUGH
 JX2107'GATE AND CONTINUE ON FOR ABOUT
 JX2107'125 FEET TO THE SUMMIT OF THE HILL AND THE MARK.
 JX2107'
 JX2107'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CULL.
 JX2107'MCCULLOUGH
 JX2107'(U.S.G.S.) IS 1.280 METERS (4.20 FEET) W OF IT.
 JX2107
 JX2107                          STATION RECOVERY (1963)
 JX2107
 JX2107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX2107'THE STATION IS LOCATED ON A HILL ABOUT 8 MILES SOUTHEAST OF ST.
 JX2107'MARYS, 9 MILES
 JX2107'NORTHWEST OF PENNSBORO AND ON THE PROPERTY OF THE WILLIAM MC CULLOUGH
 JX2107'ESTATE.  IT IS A U.S. GEOLOGICAL
 JX2107'SURVEY STATION MARK DISK, NOT STAMPED, SET IN THE TOP OF
 JX2107'AN 8 BY 8 INCH CONCRETE POST PROJECTING 12 INCHES.
 JX2107'IT IS 3 FEET SOUTH OF A WITNESS POST
 JX2107'AND 90 FEET NORTHEAST OF A 14 INCH PINE TREE.
 JX2107'
 JX2107'TO REACH FROM THE JUNCTION OF U.S. ALTERNATE HIGHWAY 50 AND STATE
 JX2107'HIGHWAYS 2 AND 16 IN THE NORTH
 JX2107'EDGE OF ST. MARYS, GO EASTERLY ON U.S. ALTERNATE HIGHWAY 50 AND STATE
 JX2107'HIGHWAY 16 FOR 8.65 MILES TO A
 JX2107'CROSSROAD AT THE RITCHIE-PLEASANTS COUNTY LINE.  TURN LEFT AND
 JX2107'GO EAST-NORTHEAST ON A GRAVELED ROAD FOR
 JX2107'1.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 JX2107'NORTHERLY ON A GRAVELED ROAD FOR 0.55 MILE TO A SIDE ROAD
 JX2107'RIGHT.  TURN RIGHT AND GO NORTHEAST ON A
 JX2107'ROUGH DIRT ROAD FOR 0.15 MILE TO A DIM TRACK ROAD LEFT.  TURN LEFT
 JX2107'AND GO NORTH UP A STEEP HILL FOR
 JX2107'0.15 MILE TO THE TOP OF THE HILL AND THE STATION.
 JX2107'
 JX2107'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CULL 1944
 JX2107'THE DISTANCE BEING 4.16 FEET
 JX2107'AND 1.267 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1958 ***********************************************************************
 JX1958  DESIGNATION -  MC DOUGAL USGS 1944
 JX1958  PID         -  JX1958
 JX1958  STATE/COUNTY-  WV/RITCHIE
 JX1958  USGS QUAD   -  PULLMAN (1976)
 JX1958
 JX1958                         *CURRENT SURVEY CONTROL
 JX1958  ___________________________________________________________________
 JX1958* NAD 83(1995)-  39 13 18.95350(N)    080 53 24.43404(W)     ADJUSTED  
 JX1958* NAVD 88     -       414.     (meters)    1358.     (feet)  SCALED    
 JX1958  ___________________________________________________________________
 JX1958  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 JX1958  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JX1958
 JX1958  HORZ ORDER  -  SECOND
 JX1958
 JX1958.The horizontal coordinates were established by classical geodetic methods
 JX1958.and adjusted by the National Geodetic Survey in April 1998..
 JX1958
 JX1958.The orthometric height was scaled from a topographic map.
 JX1958
 JX1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1958
 JX1958.The geoid height was determined by GEOID03.
 JX1958
 JX1958;                    North         East     Units Scale Factor Converg.
 JX1958;SPC WV N     -    81,075.242   479,964.885   MT  0.99996545   -0 53 11.7
 JX1958;UTM  17      - 4,341,410.784   509,484.859   MT  0.99960111   +0 04 10.1
 JX1958
 JX1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1958!SPC WV N     -   0.99994030  x   0.99996545  =   0.99990576
 JX1958!UTM  17      -   0.99994030  x   0.99960111  =   0.99954144
 JX1958
 JX1958                          SUPERSEDED SURVEY CONTROL
 JX1958
 JX1958  NAD 83(1986)-  39 13 18.95842(N)    080 53 24.44230(W) AD(       ) 2
 JX1958  NAD 27      -  39 13 18.66080(N)    080 53 25.05320(W) AD(       ) 2
 JX1958
 JX1958.Superseded values are not recommended for survey control.
 JX1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1958.See file dsdata.txt to determine how the superseded data were derived.
 JX1958
 JX1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0948541411(NAD 83)
 JX1958_MARKER: DD = SURVEY DISK
 JX1958_SETTING: 0 = UNSPECIFIED SETTING
 JX1958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1958
 JX1958  HISTORY     - Date     Condition        Report By
 JX1958  HISTORY     - 1944     MONUMENTED       USGS
 JX1958
 JX1958                          STATION DESCRIPTION
 JX1958
 JX1958'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 JX1958'THE STATION IS LOCATED ABOUT 10.5 MILES BY ROAD SW OF WEST UNION, AT
 JX1958'THE HIGHEST POINT
 JX1958'OF A RIDGE GROWN UP IN YOUNG TREES, AND ON THE
 JX1958'PROPERTY OWNED BY MANUEL MUSSER.
 JX1958'
 JX1958'STATION DISK IS A U.S. GEOLOGICAL SURVEY STANDARD BRONZE
 JX1958'DISK SET IN AN 8-
 JX1958'BY 8-INCH SANDSTONE POST WHICH PROJECTS ABOUT 4 INCHES.
 JX1958'
 JX1958'THIS STATION WAS USED AS REFERENCE MARK 2 TO TRIANGULATION
 JX1958'STATION MUSSER.
 JX1958'THE DISTANCE IS 21.276 METERS (69.80 FEET).
 JX1958'
 JX1958'TO REACH THE STATION FROM A CONCRETE CULVERT ON U.S. HIGHWAY
 JX1958'50 IN THE CENTER
 JX1958'OF THE VILLAGE OF GREENWOOD, GO E ON HIGHWAY 50
 JX1958'FOR 3.3 MILES TO A MACADAM T-ROAD
 JX1958'RIGHT AT A SIGN OXFORD 7.
 JX1958'TURN RIGHT AND GO 2.0 MILES TO A FORK.  TAKE THE
 JX1958'RIGHT FORK (DIRT)
 JX1958'AND GO 1.05 MILES TO A T-INTERSECTION, TURN LEFT AND GO 1.0 MILE
 JX1958'TO A ROAD FORKS,
 JX1958'TAKE THE RIGHT FORK AND GO 0.25 MILE TO A BOARD
 JX1958'GATE.  PASS THROUGH THE GATE AND GO
 JX1958'TO THE FARMHOUSE OF HAL PRIMS.
 JX1958'CONTINUE ON THE FARM ROAD THROUGH THE BOTTOM LAND,
 JX1958'PASSING THROUGH
 JX1958'TWO BOARD GATES, FOR 0.7 MILE TO AN OLD LOG HOUSE ON THE RIGHT.
 JX1958'TURN LEFT AND GO
 JX1958'0.15 MILE TO ANOTHER BOARD GATE, PASS THROUGH
 JX1958'THE GATE AND GO ABOUT 0.3 MILE TO
 JX1958'ANOTHER GATE.  TURN RIGHT BEFORE
 JX1958'ENTERING GATE AND GO 0.15 MILE UP A STEEP HILL, TURN
 JX1958'LEFT
 JX1958'AND GO AFOOT FOR 0.2 MILE TO A FENCE CORNER.  TURN RIGHT AND FOLLOW
 JX1958'N ALONG THE E SIDE
 JX1958'OF A WIRE FENCE FOR ABOUT 0.2 MILE TO THE
 JX1958'STATION.
 JX1958'
 JX1958'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1937 ***********************************************************************
 JX1937  DESIGNATION -  MCINTYRE
 JX1937  PID         -  JX1937
 JX1937  STATE/COUNTY-  WV/DODDRIDGE
 JX1937  USGS QUAD   -  SMITHBURG (1976)
 JX1937
 JX1937                         *CURRENT SURVEY CONTROL
 JX1937  ___________________________________________________________________
 JX1937* NAD 83(1995)-  39 20 26.73069(N)    080 44 30.44693(W)     ADJUSTED  
 JX1937* NAVD 88     -       435.     (meters)    1427.     (feet)  SCALED    
 JX1937  ___________________________________________________________________
 JX1937  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 JX1937  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JX1937
 JX1937  HORZ ORDER  -  FIRST
 JX1937
 JX1937.The horizontal coordinates were established by classical geodetic methods
 JX1937.and adjusted by the National Geodetic Survey in April 1998..
 JX1937
 JX1937.The orthometric height was scaled from a topographic map.
 JX1937
 JX1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1937
 JX1937.The geoid height was determined by GEOID03.
 JX1937
 JX1937;                    North         East     Units Scale Factor Converg.
 JX1937;SPC WV N     -    94,078.098   492,954.442   MT  0.99995306   -0 47 31.1
 JX1937;UTM  17      - 4,354,623.816   522,251.160   MT  0.99960610   +0 09 49.3
 JX1937
 JX1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1937!SPC WV N     -   0.99993699  x   0.99995306  =   0.99989005
 JX1937!UTM  17      -   0.99993699  x   0.99960610  =   0.99954311
 JX1937
 JX1937:                Primary Azimuth Mark                     Grid Az
 JX1937:SPC WV N     -  MCINTYRE AZ MK                           103 58 38.1
 JX1937:UTM  17      -  MCINTYRE AZ MK                           103 01 17.7
 JX1937
 JX1937|---------------------------------------------------------------------|
 JX1937| PID    Reference Object                     Distance      Geod. Az  |
 JX1937|                                                           dddmmss.s |
 JX1937| CX4157 MCINTYRE AZ MK                                     1031107.0 |
 JX1937| CX4158 MCINTYRE RM 1                        17.206 METERS 19036     |
 JX1937| JX1963 BEARD                               APPROX.13.6 KM 2725522.4 |
 JX1937| CX4159 MCINTYRE RM 2                        10.101 METERS 27723     |
 JX1937|---------------------------------------------------------------------|
 JX1937
 JX1937                          SUPERSEDED SURVEY CONTROL
 JX1937
 JX1937  NAD 83(1986)-  39 20 26.73522(N)    080 44 30.45524(W) AD(       ) 1
 JX1937  NAD 27      -  39 20 26.43450(N)    080 44 31.06670(W) AD(       ) 1
 JX1937
 JX1937.Superseded values are not recommended for survey control.
 JX1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1937.See file dsdata.txt to determine how the superseded data were derived.
 JX1937
 JX1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2225154624(NAD 83)
 JX1937_MARKER: DS = TRIANGULATION STATION DISK
 JX1937_SETTING: 0 = UNSPECIFIED SETTING
 JX1937
 JX1937  HISTORY     - Date     Condition        Report By
 JX1937  HISTORY     - 1944     MONUMENTED       CGS
 JX1937  HISTORY     - 1963     GOOD             CGS
 JX1937
 JX1937                          STATION DESCRIPTION
 JX1937
 JX1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1937'STATION IS LOCATED
 JX1937'ABOUT 5 MILES NE
 JX1937'OF THE VILLAGE OF WEST UNION, 3.4 MILES
 JX1937'BY ROAD N OF U.S. HIGHWAY 50, AND
 JX1937'ON THE SUMMIT OF A WOODED KNOLL
 JX1937'THAT IS LOCALLY KNOWN AS MCINTYRE KNOB.  IT IS 49
 JX1937'FEET N OF A
 JX1937'TRIANGULAR-BLAZED 10-INCH ASH TREE, 29 FEET E OF A TRIANGULAR-BLAZED
 JX1937'12-INCH ASH TREE,
 JX1937'25 FEET ESE OF A TRIANGULAR-BLAZED 10-INCH
 JX1937'ASH TREE, AND 4 FEET SE OF A WOODEN
 JX1937'WITNESS POST.
 JX1937'
 JX1937'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 JX1937'TILE THAT PROJECTS
 JX1937'ABOUT 15 INCHES ABOVE GROUND.  IT IS STAMPED
 JX1937'MCINTYRE 1944.
 JX1937'
 JX1937'REFERENCE MARK 1 IS 56.45 FEET S OF THE STATION, 8 FEET SW
 JX1937'OF A
 JX1937'TRIANGULAR-BLAZED 10-INCH ASH TREE, AND ABOUT 7 FEET LOWER
 JX1937'IN ELEVATION THAN THE
 JX1937'STATION MARK.  IT IS A BRONZE REFERENCE
 JX1937'DISK SET IN A DRILL HOLE IN OUTCROPPING
 JX1937'BEDROCK THAT IS 4 FEET
 JX1937'LONG AND 2-1/2 FEET WIDE.  THE ROCK PROJECTS 1 INCH ON THE
 JX1937'UPPER SIDE
 JX1937'AND 15 INCHES ON THE LOWER SIDE.  IT IS STAMPED MC INTYRE
 JX1937'NO 1 1944.
 JX1937'
 JX1937'REFERENCE MARK 2 IS 33.46 FEET W OF THE STATION, 6 FEET NW
 JX1937'OF A
 JX1937'TRIANGULAR-BLAZED 12-INCH ASH TREE, AND ABOUT 6 FEET LOWER
 JX1937'IN ELEVATION THAN THE
 JX1937'STATION MARK.  IT IS A BRONZE REFERENCE
 JX1937'DISK SET IN A DRILL HOLE IN OUTCROPPING
 JX1937'BEDROOK THAT IS FLUSH
 JX1937'WITH THE GROUND.  IT IS STAMPED MCINTYRE NO 2 1944.
 JX1937'
 JX1937'AZIMUTH MARK IS ESE OF THE STATION, 24 FEET N OF A WOODEN
 JX1937'WITNESS POST, AND
 JX1937'18 FEET N OF THE APPROXIMATE CENTER LINE OF A
 JX1937'DIRT ROAD.  IT IS A BRONZE AZIMUTH
 JX1937'DISK SET IN A DRILL HOLE IN
 JX1937'OUTCROPPING BEDROCK ON THE N BANK OF THE ROAD AND IT
 JX1937'IS ABOUT 5
 JX1937'FEET ABOVE THE ROADBED.  IT IS STAMPED MCINTYRE 1944.
 JX1937'
 JX1937'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JX1937'STATE HIGHWAY 18
 JX1937'IN THE E SECTION OF THE VILLAGE OF WEST UNION, GO
 JX1937'NE ON HIGHWAY 50 FOR 1.25 MILES TO
 JX1937'A T-ROAD LEFT, HERE TURN LEFT
 JX1937'AND GO 2.85 MILES TO A GRAVELED CROSS ROAD, HERE TURN
 JX1937'LEFT AND GO
 JX1937'0.3 MILE TO A T-ROAD RIGHT, TURN RIGHT ON DIRT ROAD AND GO 0.4
 JX1937'MILE TO THE SUMMIT
 JX1937'OF THE GRADE AND A BOARD GATE ON THE LEFT.
 JX1937'HERE PASS THROUGH GATE AND GO UP HILL
 JX1937'FOR 0.15 MILE TO ANOTHER
 JX1937'BOARD GATE AND THE END OF TRUCK TRAVEL.  HERE BACK PACK
 JX1937'IN A NW
 JX1937'DIRECTION ALONG A FENCELINE FOR 0.5 MILE TO THE SUMMIT OF A KNOLL
 JX1937'AND STATION.
 JX1937'
 JX1937'TO REACH THE AZIMUTH MARK FROM THE BOARD GATE AT THE SUMMIT
 JX1937'OF THE GRADE,
 JX1937'CONTINUE N DOWN HILL FOR 0.35 MILE TO THE MARK ON
 JX1937'THE RIGHT.
 JX1937'
 JX1937'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AND A 40-FEET
 JX1937'STAND IS NEEDED.
 JX1937'
 JX1937'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 JX1937
 JX1937                          STATION RECOVERY (1963)
 JX1937
 JX1937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1937'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JX1937'CONDITION.  THE AZIMUTH MARK HAS
 JX1937'BEEN DESTROYED BY ROAD CONSTRUCTION.  THE DISTANCE TO REFERENCE MARK
 JX1937'1 CHECKED.  THE DISTANCE TO REFERENCE
 JX1937'MARK 2 WAS FOUND TO BE 0.32 FEET SHORTER THAN PREVIOUSLY MEASURED.
 JX1937'THE DIRECTION TO REFERENCE MARK 1 DID NOT
 JX1937'CHECK BY 3 MINUTES AND 40 SECONDS.  THE
 JX1937'DIRECTION TO REFERENCE MARK 2 DID NOT CHECK BY 2 MINUTES AND
 JX1937'08 SECONDS.  A NEW DESCRIPTION FOLLOWS.
 JX1937'
 JX1937'THE STATION IS LOCATED AT THE TOP OF A WOODED HILL, LOCALLY KNOWN AS
 JX1937'MC INTYRE KNOB, ABOUT 5 MILES
 JX1937'NORTHEAST OF WEST UNION, ABOUT 8 MILES SOUTHEAST OF CENTERVILLE,
 JX1937'ABOUT 3 MILES NORTH OF U.S. HIGHWAY
 JX1937'50, AND ON THE PROPERTY OF MRS. M. COX.  IT IS A STANDARD
 JX1937'STATION MARK DISK STAMPED MC INTYRE 1944, SET
 JX1937'IN CONCRETE IN THE TOP OF A 4 INCH IRON
 JX1937'PIPE THAT PROJECTS 14 INCHES ABOVE THE GROUND.  IT IS 62 FEET
 JX1937'WEST OF A WIRE FENCE, 23 FEET EAST
 JX1937'OF A 10 INCH OAK TREE, 21 FEET SOUTHWEST OF A 24 INCH OAK TREE, 9
 JX1937'FEET NORTHWEST OF A 12 INCH OAK TREE,
 JX1937'AND 4 FEET SOUTHEAST OF A WITNESS POST.
 JX1937'
 JX1937'TO REACH FROM THE SOUTH JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 JX1937'18 IN WEST UNION, GO EAST ON
 JX1937'U.S. HIGHWAY 50 FOR 1.0 MILE TO A SIDE ROAD LEFT, AND A SIGN ON THE
 JX1937'RIGHT WITH THE LEGEND ROCK RUN ROAD.
 JX1937'TURN LEFT AND GO NORTHERLY ON A PAVED ROAD FOR
 JX1937'2.8 MILES TO A CROSSROAD AT THE BOTTOM OF A HOLLOW.
 JX1937'TURN LEFT AND GO NORTHWEST ON A
 JX1937'GRAVELED ROAD FOR 0.25 MILES TO A Y-FORK.  TAKE THE RIGHT FORK AND GO
 JX1937'NORTHERLY FOR 0.4 MILE TO THE TOP OF
 JX1937'A GRADE AND A TRACK CROSSROAD.  TURN LEFT AND GO WESTERLY ON A TRACK
 JX1937'ROAD FOR 0.25 MILE TO A BOARD GATE
 JX1937'AND A VACANT BUILDING, AND THE END OF TRUCK TRAVEL.
 JX1937'FROM THIS POINT GO NORTHWESTERLY ALONG THE NORTH SIDE
 JX1937'OF A WIRE FENCE FOR APPROXIMATELY
 JX1937'0.7 MILE TO THE HIGHEST POINT OF THE HILL, AND THE STATION.
 JX1937'
 JX1937'REFERENCE MARK 1 IS LOCATED ON THE SOUTH SLOPE OF THE HILL, 60 FEET
 JX1937'SOUTH OF THE WITNESS POST,
 JX1937'AND 9 FEET SOUTH OF AN 8 INCH OAK TREE.  THE DISK IS STAMPED MC
 JX1937'INTYRE NO 1 1944.
 JX1937'
 JX1937'REFERENCE MARK 2 IS LOCATED ON THE WEST SLOPE OF THE HILL, 21 FEET
 JX1937'NORTHWEST OF THE 10 INCH OAK
 JX1937'TREE, AND 30 FEET WEST OF THE WITNESS POST.  THE DISK IS STAMPED
 JX1937'MC INTYRE NO 2 1944.
 JX1937'
 JX1937'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3359 ***********************************************************************
 GX3359  DESIGNATION -  MEADOR
 GX3359  PID         -  GX3359
 GX3359  STATE/COUNTY-  WV/FAYETTE
 GX3359  USGS QUAD   -  DANESE (1987)
 GX3359
 GX3359                         *CURRENT SURVEY CONTROL
 GX3359  ___________________________________________________________________
 GX3359* NAD 83(1995)-  37 55 38.97521(N)    080 58 14.46344(W)     ADJUSTED  
 GX3359* NAVD 88     -      1029.     (meters)    3376.     (feet)  SCALED    
 GX3359  ___________________________________________________________________
 GX3359  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 GX3359  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX3359
 GX3359  HORZ ORDER  -  SECOND
 GX3359
 GX3359.The horizontal coordinates were established by classical geodetic methods
 GX3359.and adjusted by the National Geodetic Survey in April 1998..
 GX3359
 GX3359.The orthometric height was scaled from a topographic map.
 GX3359
 GX3359.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3359
 GX3359.The geoid height was determined by GEOID03.
 GX3359
 GX3359;                    North         East     Units Scale Factor Converg.
 GX3359;SPC WV S     -   102,941.034   602,577.238   MT  0.99993568   +0 01 05.2
 GX3359;UTM  17      - 4,197,770.685   502,576.373   MT  0.99960008   +0 01 04.9
 GX3359
 GX3359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3359!SPC WV S     -   0.99984346  x   0.99993568  =   0.99977915
 GX3359!UTM  17      -   0.99984346  x   0.99960008  =   0.99944360
 GX3359
 GX3359|---------------------------------------------------------------------|
 GX3359| PID    Reference Object                     Distance      Geod. Az  |
 GX3359|                                                           dddmmss.s |
 GX3359| GX3358 MEADOR USGS MANN MTN LOT 1952        36.892 METERS 05204     |
 GX3359| DC4652 MEADOR AZ MK                                       2264714.6 |
 GX3359| DC4653 MEADOR RM 1                          17.115 METERS 30328     |
 GX3359|---------------------------------------------------------------------|
 GX3359
 GX3359                          SUPERSEDED SURVEY CONTROL
 GX3359
 GX3359  NAD 83(1986)-  37 55 38.98405(N)    080 58 14.47101(W) AD(       ) 2
 GX3359  NAD 27      -  37 55 38.57200(N)    080 58 15.13000(W) AD(       ) 2
 GX3359
 GX3359.Superseded values are not recommended for survey control.
 GX3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3359.See file dsdata.txt to determine how the superseded data were derived.
 GX3359
 GX3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB0257697771(NAD 83)
 GX3359_MARKER: DS = TRIANGULATION STATION DISK
 GX3359_SETTING: 0 = UNSPECIFIED SETTING
 GX3359
 GX3359  HISTORY     - Date     Condition        Report By
 GX3359  HISTORY     - 1952     MONUMENTED       CGS
 GX3359  HISTORY     - 1958     GOOD             CGS
 GX3359  HISTORY     - 1959     GOOD             CGS
 GX3359
 GX3359                          STATION DESCRIPTION
 GX3359
 GX3359'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3359'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF BECKLEY, 10 MILES
 GX3359'SOUTHEAST OF OAK HILL, 2 MILES NORTHWEST OF LAYLAND AND ON
 GX3359'THE SUMMIT OF MANN MOUNTAIN.  THE MARK IS 121 FEET SOUTHWEST OF THE
 GX3359'CENTER OF THE LOOKOUT TOWER, 78 FEET SOUTHWEST OF THE CENTER POST OF
 GX3359'A GATE, 55.6 FEET WEST OF A POWER POLE AND NEAR THE WEST EDGE OF THE
 GX3359'KNOB WHERE IT BREAKS DOWNWARD SHARPLY TO THE WEST.  THE MARK IS
 GX3359'SET FLUSH IN A 4 INCH IRON PIPE FILLED WITH CONCRETE AND PROJECTING 2
 GX3359'INCHES.  IT IS STAMPED MEADOR 1952.
 GX3359'
 GX3359'R.M. NO. 1 IS SET FLUSH IN A DRILL HOLE IN A FLAT BOULDER ABOUT 3
 GX3359'FEET BELOW THE STATION AND ON THE WEST SLOPE OF THE KNOB.  THE
 GX3359'MARK IS STAMPED MEADOR NO 1 1952.
 GX3359'
 GX3359'MEADOR (USGS) BM WAS OBSERVED AS A REFERENCE MARK.  IT IS A STANDARD
 GX3359'U.S. GEOLOGICAL SURVEY BENCH MARK IN CONJUNCTION WITH THE STATE OF
 GX3359'WEST VIRGINIA.  IT IS SET IN THE CENTER OF THE LOOKOUT TOWER AND IN A
 GX3359'STONE WELL 1 FOOT BELOW THE SURFACE.  THE MARK IS UNSTAMPED.
 GX3359'
 GX3359'MANN MOUNTAIN LOOKOUT TOWER IS ON THE HIGHEST POINT OF THE KNOB AND
 GX3359'IS CENTERED OVER MEADOR (USGS) BM.
 GX3359'
 GX3359'THE AZIMUTH MARK IS 54 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 GX3359'GARAGE, 14 FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET NORTH OF A
 GX3359'WITNESS POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 6
 GX3359'INCHES AND IS STAMPED MEADOR 1952.
 GX3359'
 GX3359'TO REACH THE STATION FROM THE POCAHONTAS STORE IN THE NORTH EDGE OF
 GX3359'LAYLAND ON STATE ROUTE 41 AND U.S. HIGHWAY 19, GO NORTH ON U.S.
 GX3359'HIGHWAY 19 FOR 1.3 MILES TO THE TOP OF HILL AND SIDE ROAD LEFT, ESSO
 GX3359'STATION ON THE RIGHT, TURN LEFT AND GO 1.5 MILES TO A FORK BY A
 GX3359'COAL TIPPLE- TAKE LEFT FORK AND CONTINUE 0.4 MILE TO A SAWMILL ON THE
 GX3359'LEFT AND A DIRT ROAD RIGHT- GO RIGHT FOR 0.1 MILE TO A FORK, KEEP
 GX3359'STRAIGHT AHEAD ON LEFT FORK FOR 500 FEET THENCE LEFT ACROSS A
 GX3359'STRIPPED AREA, PASS THROUGH GATE AND FOLLOW TRACK ROAD UPHILL TO
 GX3359'THE SUMMIT AND THE STATION SITE.
 GX3359'
 GX3359'TO REACH AZIMUTH MARK FROM THE SAWMILL- CONTINUE AHEAD FOR 0.2 MILE
 GX3359'TO A FORK, TURN LEFT AND GO 0.2 MILE TO THE MARK AS DESCRIBED.
 GX3359
 GX3359                          STATION RECOVERY (1958)
 GX3359
 GX3359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 GX3359'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 GX3359'CONDITION.
 GX3359
 GX3359                          STATION RECOVERY (1959)
 GX3359
 GX3359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GX3359'STATION MEADOR (USGS), (MANN MOUNTAIN LOOKOUT TOWER), AND REFERENCE
 GX3359'MARK NO. 1 RECOVERED IN GOOD CONDITION.  AZIMUTH MARK NOT
 GX3359'SEARCHED FOR.  DISTANCES TO REFERENCE MARKS CHECKED.  OBSERVED ANGLES
 GX3359'BETWEEN REFERENCE MARKS WAS 108 DEG. 32 MIN. 55 SEC.  DESCRIPTION
 GX3359'ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3358 ***********************************************************************
 GX3358  DESIGNATION -  MEADOR USGS MANN MTN LOT 1952
 GX3358  PID         -  GX3358
 GX3358  STATE/COUNTY-  WV/FAYETTE
 GX3358  USGS QUAD   -  DANESE (1987)
 GX3358
 GX3358                         *CURRENT SURVEY CONTROL
 GX3358  ___________________________________________________________________
 GX3358* NAD 83(1995)-  37 55 39.71078(N)    080 58 13.27197(W)     ADJUSTED  
 GX3358* NAVD 88     -      1029.     (meters)    3376.     (feet)  SCALED    
 GX3358  ___________________________________________________________________
 GX3358  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 GX3358  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX3358
 GX3358  HORZ ORDER  -  SECOND
 GX3358
 GX3358.The horizontal coordinates were established by classical geodetic methods
 GX3358.and adjusted by the National Geodetic Survey in April 1998..
 GX3358
 GX3358.The orthometric height was scaled from a topographic map.
 GX3358
 GX3358.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3358
 GX3358.The geoid height was determined by GEOID03.
 GX3358
 GX3358;                    North         East     Units Scale Factor Converg.
 GX3358;SPC WV S     -   102,963.721   602,606.327   MT  0.99993567   +0 01 06.0
 GX3358;UTM  17      - 4,197,793.364   502,605.452   MT  0.99960008   +0 01 05.6
 GX3358
 GX3358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3358!SPC WV S     -   0.99984346  x   0.99993567  =   0.99977914
 GX3358!UTM  17      -   0.99984346  x   0.99960008  =   0.99944360
 GX3358
 GX3358                          SUPERSEDED SURVEY CONTROL
 GX3358
 GX3358  NAD 83(1986)-  37 55 39.71962(N)    080 58 13.27955(W) AD(       ) 2
 GX3358  NAD 27      -  37 55 39.30800(N)    080 58 13.93900(W) AD(       ) 2
 GX3358
 GX3358.Superseded values are not recommended for survey control.
 GX3358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3358.See file dsdata.txt to determine how the superseded data were derived.
 GX3358
 GX3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB0260597793(NAD 83)
 GX3358_MARKER: 57 = LOOKOUT TOWER
 GX3358
 GX3358  HISTORY     - Date     Condition        Report By
 GX3358  HISTORY     - 1952     FIRST OBSERVED   USGS
 GX3358  HISTORY     - 1958     GOOD             CGS
 GX3358  HISTORY     - 1959     GOOD             CGS
 GX3358
 GX3358                          STATION DESCRIPTION
 GX3358
 GX3358'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LFW)
 GX3358'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF BECKLEY, 10 MILES
 GX3358'SOUTHEAST OF OAK HILL AND 2 MILES NORTHWEST OF LAYLAND.  IT IS
 GX3358'ON THE HIGHEST POINT OF MANN MOUNTATIN AND ON LAND LEASED BY THE
 GX3358'FOREST SERVICE.  THE TOWER IS A FOUR LEGGED STEEL STRUCTURE ABOUT
 GX3358'80 FEET HIGH WITH A GLASS ENCLOSED LOOKOUT ROOM ON THE TOP.  THE
 GX3358'TOWER IS PAINTED SILVER.
 GX3358'
 GX3358'TO REACH STATION MEADOR FROM THE POCAHONTAS STORE IN THE NORTH EDGE OF
 GX3358'LAYLAND ON STATE ROUTE 41 AND U.S. HIGHWAY 19, GO NORTH ON U.S.
 GX3358'HIGHWAY 19 FOR 1.3 MILES TO THE TOP OF HILL AND SIDE ROAD LEFT, ESSO
 GX3358'STATION ON THE RIGHT, TURN LEFT AND GO 1.5 MILES TO A FORK BY A
 GX3358'COAL TIPPLE- TAKE LEFT FORK AND CONTINUE 0.4 MILE TO A SAWMILL ON THE
 GX3358'LEFT AND A DIRT ROAD RIGHT- GO RIGHT FOR 0.1 MILE TO A FORK, KEEP
 GX3358'STRAIGHT AHEAD ON LEFT FORK FOR 500 FEET THENCE LEFT ACROSS A
 GX3358'STRIPPED AREA, PASS THROUGH GATE AND FOLLOW TRACK ROAD UPHILL TO
 GX3358'THE SUMMIT AND STATION MEADOR SITE.
 GX3358'
 GX3358'A TRAVERSE CONNECTION AND DIRECTION WAS MADE FROM STATION MEADOR
 GX3358'1952.  THE DISTANCE BEING 121.04 FEET. (36.892 METERS)
 GX3358
 GX3358                          STATION RECOVERY (1958)
 GX3358
 GX3358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 GX3358'THIS TRAVERSE STATION WAS RECOVERED AND FOUND TO BE IN GOOD
 GX3358'CONDITION.
 GX3358
 GX3358                          STATION RECOVERY (1959)
 GX3358
 GX3358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GX3358'TRAVERSE STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE AND
 GX3358'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1985 ***********************************************************************
 JX1985  DESIGNATION -  MECHEN
 JX1985  PID         -  JX1985
 JX1985  STATE/COUNTY-  WV/MARSHALL
 JX1985  USGS QUAD   -  MOUNDSVILLE (1997)
 JX1985
 JX1985                         *CURRENT SURVEY CONTROL
 JX1985  ___________________________________________________________________
 JX1985* NAD 83(1995)-  39 58 35.43713(N)    080 43 55.21485(W)     ADJUSTED  
 JX1985* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 JX1985  ___________________________________________________________________
 JX1985  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 JX1985  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JX1985
 JX1985  HORZ ORDER  -  THIRD
 JX1985
 JX1985.The horizontal coordinates were established by classical geodetic methods
 JX1985.and adjusted by the National Geodetic Survey in April 1998..
 JX1985
 JX1985.The orthometric height was scaled from a topographic map.
 JX1985
 JX1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1985
 JX1985.The geoid height was determined by GEOID03.
 JX1985
 JX1985;                    North         East     Units Scale Factor Converg.
 JX1985;SPC WV N     -   164,642.337   494,765.946   MT  0.99995942   -0 47 08.7
 JX1985;SPC OH S     -   220,903.239   751,016.434   MT  0.99998925   +1 07 18.6
 JX1985;UTM  17      - 4,425,184.483   522,883.899   MT  0.99960645   +0 10 19.9
 JX1985
 JX1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1985!SPC WV N     -   0.99996847  x   0.99995942  =   0.99992789
 JX1985!SPC OH S     -   0.99996847  x   0.99998925  =   0.99995772
 JX1985!UTM  17      -   0.99996847  x   0.99960645  =   0.99957493
 JX1985
 JX1985|---------------------------------------------------------------------|
 JX1985| PID    Reference Object                     Distance      Geod. Az  |
 JX1985|                                                           dddmmss.s |
 JX1985| CX4166 MECHEN RM 2                           7.583 METERS 00828     |
 JX1985| CX4165 MECHEN RM 1                           6.150 METERS 28531     |
 JX1985| JX1983 BELLAIRE RAD STA KQK 94 MAST        APPROX. 1.8 KM 3102302.6 |
 JX1985| JX1986 BELLAIRE                            APPROX. 1.7 KM 3105842.6 |
 JX1985|---------------------------------------------------------------------|
 JX1985
 JX1985                          SUPERSEDED SURVEY CONTROL
 JX1985
 JX1985  NAD 83(1986)-  39 58 35.44580(N)    080 43 55.22205(W) AD(       ) 3
 JX1985  NAD 27      -  39 58 35.17850(N)    080 43 55.92960(W) AD(       ) 3
 JX1985
 JX1985.Superseded values are not recommended for survey control.
 JX1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1985.See file dsdata.txt to determine how the superseded data were derived.
 JX1985
 JX1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2288425184(NAD 83)
 JX1985_MARKER: DS = TRIANGULATION STATION DISK
 JX1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1985
 JX1985  HISTORY     - Date     Condition        Report By
 JX1985  HISTORY     - 1963     MONUMENTED       CGS
 JX1985
 JX1985                          STATION DESCRIPTION
 JX1985
 JX1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1985'THE STATION IS LOCATED AT THE SOUTH EDGE OF THE TOWN OF MC MECHEN, ON
 JX1985'HIGHWAY RIGHT-OF-WAY
 JX1985'PROPERTY AND ABOUT 1/4 MILE EAST OF THE EAST BANK OF THE OHIO RIVER.
 JX1985'IT IS 8 FEET WEST OF A CYCLONE
 JX1985'FENCE, 6.5 FEET WEST OF A WITNESS POST, 55 FEET SOUTH OF
 JX1985'A POWERPOLE AND 114 FEET EAST OF THE
 JX1985'CENTERLINE OF THE NORTH BOUND LANE OF THE 4-LANE
 JX1985'HIGHWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JX1985'MECHEN 1963.
 JX1985'
 JX1985'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 250 AND STATE HIGHWAY 2
 JX1985'AND 88 IN MOUNDSVILLE, GO
 JX1985'NORTH ON STATE HIGHWAY 2 FOR 4.0 MILES TO THE BEGINNING OF LIMITED
 JX1985'ACCESS HIGHWAY.  CONTINUE NORTH ON
 JX1985'THE HIGHWAY FOR 0.4 MILE TO A SIGN ON RIGHT MC MECHEN
 JX1985'AND THE STATION ON THE RIGHT AS DESCRIBED.
 JX1985'
 JX1985'REFERENCE MARK 1 IS SET 20 FEET DOWN SLOPE TOWARD THE HIGHWAY, 94
 JX1985'FEET EAST OF THE CENTERLINE
 JX1985'OF THE NORTH BOUND LANE OF THE HIGHWAY, 29 FEET WEST OF THE CYCLONE
 JX1985'FENCE, 28 FEET WEST OF THE
 JX1985'WITNESS POST AND 58 FEET SOUTHWEST OF THE POWERPOLE.  THE
 JX1985'MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JX1985'MECHEN NO 1 1963.
 JX1985'
 JX1985'REFERENCE MARK 2 IS 3 FEET WEST OF THE CYCLONE FENCE, 112 FEET EAST
 JX1985'OF THE CENTERLINE OF THE NORTH
 JX1985'BOUND TRAFFIC LANE, 28 FEET SOUTH OF THE POWER POLE AND 26 FEET NORTH
 JX1985'OF THE WITNESS POST.  THE
 JX1985'MONUMENT IS FLUSH AND THE DISK IS STAMPED MECHEN NO 2 1963.
 JX1985'
 JX1985'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2274 ***********************************************************************
 HY2274  DESIGNATION -  MERRITT
 HY2274  PID         -  HY2274
 HY2274  STATE/COUNTY-  WV/CABELL
 HY2274  USGS QUAD   -  WINSLOW (1989)
 HY2274
 HY2274                         *CURRENT SURVEY CONTROL
 HY2274  ___________________________________________________________________
 HY2274* NAD 83(1995)-  38 18 00.18513(N)    082 15 52.50018(W)     ADJUSTED  
 HY2274* NAVD 88     -       340.6    (meters)    1117.     (feet)  VERTCON   
 HY2274  ___________________________________________________________________
 HY2274  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HY2274  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HY2274
 HY2274  HORZ ORDER  -  THIRD
 HY2274
 HY2274.The horizontal coordinates were established by classical geodetic methods
 HY2274.and adjusted by the National Geodetic Survey in April 1998..
 HY2274
 HY2274.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2274
 HY2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2274
 HY2274.The geoid height was determined by GEOID03.
 HY2274
 HY2274;                    North         East     Units Scale Factor Converg.
 HY2274;SPC WV S     -   145,045.700   489,394.040   MT  0.99992771   -0 46 54.3
 HY2274;UTM  17      - 4,239,863.563   389,424.755   MT  0.99975058   -0 47 01.8
 HY2274
 HY2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2274!SPC WV S     -   0.99995175  x   0.99992771  =   0.99987946
 HY2274!UTM  17      -   0.99995175  x   0.99975058  =   0.99970234
 HY2274
 HY2274|---------------------------------------------------------------------|
 HY2274| PID    Reference Object                     Distance      Geod. Az  |
 HY2274|                                                           dddmmss.s |
 HY2274| DB9727 MERRITT RM 1                         28.838 METERS 16038     |
 HY2274| DB9728 MERRITT RM 2                         15.162 METERS 27518     |
 HY2274| DB9726 MERRITT AZ MK                                      2930450.9 |
 HY2274|---------------------------------------------------------------------|
 HY2274
 HY2274                          SUPERSEDED SURVEY CONTROL
 HY2274
 HY2274  NAD 83(1995)-  38 18 00.18749(N)    082 15 52.50130(W) AD(       ) 3
 HY2274  NAD 83(1986)-  38 18 00.19212(N)    082 15 52.50409(W) AD(       ) 3
 HY2274  NAD 27      -  38 17 59.89030(N)    082 15 52.97480(W) AD(       ) 3
 HY2274  NGVD 29 (07/19/86)  340.8    (m)         1118.     (f) VERT ANG       
 HY2274
 HY2274.Superseded values are not recommended for survey control.
 HY2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2274.See file dsdata.txt to determine how the superseded data were derived.
 HY2274
 HY2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC8942539864(NAD 83)
 HY2274_MARKER: DS = TRIANGULATION STATION DISK
 HY2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2274_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2274
 HY2274  HISTORY     - Date     Condition        Report By
 HY2274  HISTORY     - 1957     MONUMENTED       CGS
 HY2274  HISTORY     - 1961     GOOD             CGS
 HY2274
 HY2274                          STATION DESCRIPTION
 HY2274
 HY2274'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2274'THE STATION IS APPROXIMATELY 7.5 MILES SOUTH OF BARBOURSVILLE, 4
 HY2274'MILES WEST OF WEST HAMLIN, ON THE TOP OF A SMALL HILL AT THE HEAD OF
 HY2274'MARRITT CREEK.
 HY2274'
 HY2274'TO REACH FROM THE RAILROAD DEPOT IN WEST HAMLIN, GO EAST ON STATE
 HY2274'HIGHWAY 10 FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAY 3, TURN
 HY2274'LEFT ON STATE HIGHWAY 10 AND GO 4.0 MILES TO THE VILLAGE OF SALT
 HY2274'ROCK, CONTINUE NORTHWEST ON HIGHWAY FOR 3.6 MILES TO A CHURCH ON THE
 HY2274'LEFT, CONTINUE STRAIGHT AHEAD ON THE HIGHWAY FOR 0.35 MILES TO A
 HY2274'SIDE ROAD LEFT, AT A STORE ON THE LEFT AND A SIGN BAYLOUS CEMETERY,
 HY2274'TURN LEFT ON DIRT ROAD FOR 0.05 MILE TO A CONCRETE BRIDGE, CROSS
 HY2274'BRIDGE AND CONTINUE SOUTH ON THE MAIN ROAD FOR 1.25 MILES TO A SIDE
 HY2274'ROAD LEFT AT SIGN BAYLOUS CEMETERY, CONTINUE STRAIGHT AHEAD FOR 1.2
 HY2274'MILES TO A SCHOOL ON THE LEFT, CONTINUE ON MAIN ROAD FOR 0.3 MILE TO
 HY2274'A FORK, TAKE LEFT FORK ALONG RIDGE FOR 0.45 MILE TO THE TOP OF RIDGE
 HY2274'AND A WHITE HOUSE ON THE RIGHT, (THE AZIMUTH MARK IS AT THIS POINT
 HY2274'ON THE RIGHT SIDE OF THE ROAD), CONTINUE ON MAIN ROAD, EAST AND
 HY2274'SOUTH, FOR 0.4 MILE TO A POINTED KNOLL ON THE RIGHT AND THE STATION
 HY2274'AT THE TOP OF THE KNOLL.
 HY2274'
 HY2274'STATION MARKS ARE STANDARD DISKS STAMPED MERRITT 1957.  THE SURFACE
 HY2274'DISK IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 HY2274'OF THE GROUND.  IT IS 60 FEET WEST OF THE CENTER OF A DIRT ROAD, 22
 HY2274'FEET SOUTH OF A LOCUST TREE WITH A TRIANGLE BLAZE AND 16 FEET
 HY2274'SOUTHEAST OF AN APPLE TREE.  THE UNDERGROUND DISK IS SET IN AN
 HY2274'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 HY2274'A STANDARD WITNESS POST WAS SET 5.5 FEET NORTHEAST OF THE MARK.
 HY2274'
 HY2274'REFERENCE MARK NO.1, A STANDARD DISK STAMPED MERRITT NO 1 1957, IS
 HY2274'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS ON THE
 HY2274'SOUTH SLOPE OF THE HILL ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 HY2274'STATION, 32 FEET NORTH OF A ENTRANCE TO A FIELD, 21 FEET WEST OF THE
 HY2274'CENTER OF A DIRT ROAD AND 9 FEET NORTH NORTHWEST OF A LARGE OAK
 HY2274'TREE.
 HY2274'
 HY2274'REFERENCE MARK NO.2, A STANDARD DISK STAMPED MERRITT NO 2 1957, IS
 HY2274'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS ON THE
 HY2274'WEST SLOPE OF THE HILL ABOUT 5 FEET LOWER IN ELEVATION THAN THE
 HY2274'STATION.
 HY2274'
 HY2274'AZIMUTH MARK IS A STANDARD DISK STAMPED MERRITT 1957, SET IN A ROUND
 HY2274'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 HY2274'55 FEET SOUTH SOUTHEAST OF THE JUNCTION OF THE DIRT ROAD AND THE
 HY2274'DRIVEWAY, 19 FEET NORTH OF THE NORTHWEST CORNER OF A CHICKEN HOUSE
 HY2274'AND 11 FEET EAST OF THE CENTER OF THE EAST DRIVEWAY TO THE HOUSE.  A
 HY2274'STANDARD WITNESS POST WAS SET 3 FEET SOUTH OF THE MARK.
 HY2274'
 HY2274'HEIGHT OF LIGHT ABOVE STATION MARK 22.200 METERS.
 HY2274
 HY2274                          STATION RECOVERY (1961)
 HY2274
 HY2274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 HY2274'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HY2274'RECOVERED AS DESCRIBED BY R.H.F. AND FOUND TO BE IN GOOD
 HY2274'CONDITION.  THE ORIGINAL TO REACH PROVED TO BE ADEQUATE FOR FUTURE
 HY2274'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1868 ***********************************************************************
 JX1868  DESIGNATION -  METZ
 JX1868  PID         -  JX1868
 JX1868  STATE/COUNTY-  WV/MARION
 JX1868  USGS QUAD   -  GLOVER GAP (1976)
 JX1868
 JX1868                         *CURRENT SURVEY CONTROL
 JX1868  ___________________________________________________________________
 JX1868* NAD 83(1995)-  39 34 33.07327(N)    080 23 08.36832(W)     ADJUSTED  
 JX1868* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 JX1868  ___________________________________________________________________
 JX1868  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 JX1868  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JX1868
 JX1868  HORZ ORDER  -  THIRD
 JX1868
 JX1868.The horizontal coordinates were established by classical geodetic methods
 JX1868.and adjusted by the National Geodetic Survey in April 1998..
 JX1868
 JX1868.The orthometric height was scaled from a topographic map.
 JX1868
 JX1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1868
 JX1868.The geoid height was determined by GEOID03.
 JX1868
 JX1868;                    North         East     Units Scale Factor Converg.
 JX1868;SPC WV N     -   119,813.171   523,910.123   MT  0.99994112   -0 33 53.5
 JX1868;UTM  17      - 4,380,863.074   552,763.262   MT  0.99963427   +0 23 29.1
 JX1868
 JX1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1868!SPC WV N     -   0.99993302  x   0.99994112  =   0.99987415
 JX1868!UTM  17      -   0.99993302  x   0.99963427  =   0.99956732
 JX1868
 JX1868|---------------------------------------------------------------------|
 JX1868| PID    Reference Object                     Distance      Geod. Az  |
 JX1868|                                                           dddmmss.s |
 JX1868| CX4184 METZ RM 3                            67.498 METERS 09924     |
 JX1868| CX4182 METZ RM 1                            20.432 METERS 11516     |
 JX1868| CX4183 METZ RM 2                            20.754 METERS 22744     |
 JX1868| JX1993 EVANS                               APPROX.11.5 KM 2504104.0 |
 JX1868| JX1872 HUNDRED MICROWAVE TOWER             APPROX.11.7 KM 3384946.2 |
 JX1868|---------------------------------------------------------------------|
 JX1868
 JX1868                          SUPERSEDED SURVEY CONTROL
 JX1868
 JX1868  NAD 83(1986)-  39 34 33.07662(N)    080 23 08.37617(W) AD(       ) 3
 JX1868  NAD 27      -  39 34 32.77470(N)    080 23 09.08160(W) AD(       ) 3
 JX1868
 JX1868.Superseded values are not recommended for survey control.
 JX1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1868.See file dsdata.txt to determine how the superseded data were derived.
 JX1868
 JX1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5276380863(NAD 83)
 JX1868_MARKER: DS = TRIANGULATION STATION DISK
 JX1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1868
 JX1868  HISTORY     - Date     Condition        Report By
 JX1868  HISTORY     - 1963     MONUMENTED       CGS
 JX1868
 JX1868                          STATION DESCRIPTION
 JX1868
 JX1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1868'ABOUT 4 MILES NORTH NORTHWEST OF MANNINGTON, 3/4 MILE SOUTHWEST OF
 JX1868'THE SMALL SETTLEMENT OF
 JX1868'METZ AND ON THE PROPERTY OF MR. O. BLAND.  IT IS 39 FEET NORTH OF A 6
 JX1868'INCH POPLAR TREE, 19 FEET NORTH
 JX1868'OF THE CENTERLINE OF A TRACK ROAD, 4 FEET EAST OF A
 JX1868'WITNESS POST AND ON THE HIGHEST POINT OF THE HILL.
 JX1868'THE MONUMENT PROJECTS 4 INCHES AND
 JX1868'THE DISK IS STAMPED METZ 1963.
 JX1868'
 JX1868'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 250 AND
 JX1868'MARKET STREET IN MANNINGTON,
 JX1868'GO WEST ON MARKET STREET FOR 0.1 MILE TO THE INTERSECTION OF BUFFALO
 JX1868'STREET.  KEEP RIGHT AT FORK AND
 JX1868'CONTINUE WESTERLY ON BUFFALO STREET FOR 1.4 MILES TO
 JX1868'A SIDE ROAD RIGHT AND AN AMACO SERVICE STATION ON
 JX1868'THE LEFT.  TURN RIGHT AND GO NORTH
 JX1868'ON THE PAVED NARROW ROAD FOR 0.3 MILE TO A SMALL BRIDGE.  CROSS THE
 JX1868'BRIDGE AND CONTINUE NORTHWESTERLY ON
 JX1868'THE PAVED ROAD FOR 1.55 MILES TO A GRAVELED SIDE ROAD RIGHT AND A
 JX1868'WHITE FRAME CHURCH ON THE LEFT.
 JX1868'TURN RIGHT ON THE GRAVELED ROAD FOR 2.35 MILES TO
 JX1868'THE TOP OF A ROAD GRADE AND A TRACK ROAD LEFT.
 JX1868'TURN LEFT ON THE TRACK ROAD AND GO
 JX1868'WESTERLY FOR 0.5 MILE TO THE TOP OF THE HILL AND THE STATION ON
 JX1868'THE RIGHT.
 JX1868'
 JX1868'REFERENCE MARK 1 IS 70 FEET SOUTHEAST OF THE WITNESS POST, 26 FEET
 JX1868'NORTH OF A 9 INCH POPLAR
 JX1868'TREE AND 16 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 JX1868'PROJECTS 6 INCHES AND THE DISK
 JX1868'IS STAMPED METZ NO 1 1963.
 JX1868'
 JX1868'REFERENCE MARK 2 IS 66 FEET SOUTHWEST OF THE WITNESS POST, 17 FEET
 JX1868'EAST OF A 10 INCH POPLAR
 JX1868'TREE AND 11 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 JX1868'PROJECTS 3 INCHES AND THE DISK IS
 JX1868'STAMPED METZ NO 2 1963.
 JX1868'
 JX1868'REFERENCE MARK 3 IS 21 FEET NORTH OF THE CENTERLINE OF THE ROAD, 11
 JX1868'FEET WEST OF A 10 INCH
 JX1868'POPLAR TREE AND 2 FEET NORTHWEST OF A WITNESS POST.  THE MONUMENT
 JX1868'PROJECTS 4 INCHES AND THE DISK IS
 JX1868'STAMPED METZ NO 3 1963.
 JX1868'
 JX1868'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9268 ***********************************************************************
 AA9268  PACS        -  This is a Primary Airport Control Station.
 AA9268  DESIGNATION -  MGW A
 AA9268  PID         -  AA9268
 AA9268  STATE/COUNTY-  WV/MONONGALIA
 AA9268  USGS QUAD   -  MORGANTOWN NORTH (1976)
 AA9268
 AA9268                         *CURRENT SURVEY CONTROL
 AA9268  ___________________________________________________________________
 AA9268* NAD 83(1995)-  39 38 27.38124(N)    079 54 56.84344(W)     ADJUSTED  
 AA9268* NAVD 88     -       378.21   (meters)    1240.8    (feet)  GPS OBS   
 AA9268  ___________________________________________________________________
 AA9268  X           -     861,207.444 (meters)                     COMP
 AA9268  Y           -  -4,842,520.306 (meters)                     COMP
 AA9268  Z           -   4,047,586.200 (meters)                     COMP
 AA9268  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 AA9268  ELLIP HEIGHT-         345.74  (meters)          (09/26/01) GPS OBS
 AA9268  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 AA9268
 AA9268  HORZ ORDER  -  B
 AA9268  ELLP ORDER  -  FOURTH    CLASS II
 AA9268
 AA9268.This mark is at Morgantown Mun Walter L Bill Hart Fld Airport (MGW)
 AA9268
 AA9268.The horizontal coordinates were established by GPS observations
 AA9268.and adjusted by the National Geodetic Survey in November 1995..
 AA9268
 AA9268.The orthometric height was determined by GPS observations and a
 AA9268.high-resolution geoid model.
 AA9268
 AA9268.GPS derived orthometric heights for airport stations designated as
 AA9268.PACS or SACS are published to 2 decimal places.  This maintains
 AA9268.centimeter relative accuracy between the PACS and SACS.  It does
 AA9268.not indicate centimeter accuracy relative to other marks which are
 AA9268.part of the NAVD 88 network.
 AA9268
 AA9268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9268
 AA9268.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9268
 AA9268.The ellipsoidal height was determined by GPS observations
 AA9268.and is referenced to NAD 83.
 AA9268
 AA9268.The geoid height was determined by GEOID03.
 AA9268
 AA9268;                    North         East     Units Scale Factor Converg.
 AA9268;SPC WV N     -   126,746.525   564,311.073   MT  0.99994078   -0 15 54.6
 AA9268;UTM  17      - 4,388,467.819   593,031.813   MT  0.99970655   +0 41 30.3
 AA9268
 AA9268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9268!SPC WV N     -   0.99994576  x   0.99994078  =   0.99988654
 AA9268!UTM  17      -   0.99994576  x   0.99970655  =   0.99965233
 AA9268
 AA9268:                Primary Azimuth Mark                     Grid Az
 AA9268:SPC WV N     -  MGW AP STA B2                            179 26 16.0
 AA9268:UTM  17      -  MGW AP STA B2                            178 28 51.1
 AA9268
 AA9268|---------------------------------------------------------------------|
 AA9268| PID    Reference Object                     Distance      Geod. Az  |
 AA9268|                                                           dddmmss.s |
 AA9268| JW1791 MGW AP STA B2                       483.431 METERS 1791021.4 |
 AA9268|---------------------------------------------------------------------|
 AA9268
 AA9268                          SUPERSEDED SURVEY CONTROL
 AA9268
 AA9268  ELLIP H (11/22/95)  345.77   (m)                       GP(       ) 1 1
 AA9268
 AA9268.Superseded values are not recommended for survey control.
 AA9268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9268.See file dsdata.txt to determine how the superseded data were derived.
 AA9268
 AA9268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9303288468(NAD 83)
 AA9268_MARKER: DH = HORIZONTAL CONTROL DISK
 AA9268_SETTING: 66 = SET IN ROCK OUTCROP
 AA9268_STAMPING: MGW A 1994
 AA9268_MARK LOGO: CGS   
 AA9268_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9268+STABILITY: POSITION/ELEVATION WELL
 AA9268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9268+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 AA9268
 AA9268  HISTORY     - Date     Condition        Report By
 AA9268  HISTORY     - 1994     MONUMENTED       NGS
 AA9268  HISTORY     - 19940919 GOOD             NGS
 AA9268  HISTORY     - 19960725 GOOD             NGS
 AA9268
 AA9268                          STATION DESCRIPTION
 AA9268
 AA9268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9268'THE STATION IS LOCATED APPROXIMATELY 2.0 MI (3.2 KM) NORTHEAST OF
 AA9268'DOWNTOWN MORGANTOWN AT MORGANTOWN MUNICIPAL AIRPORT, HART FIELD, NEAR
 AA9268'MIDFIELD, SET IN A 1.2 M (3.9 FT) BY 0.7 M (2.3 FT) EXPOSED ROCK
 AA9268'OUTCROP.  OWNERSHIP--CITY OF MORGANTOWN.
 AA9268' 
 AA9268'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 68 AND STATE
 AA9268'ROUTE 857, GO WEST ON STATE ROUTE 857 FOR 1.1 MI (1.8 KM) TO U.S.
 AA9268'HIGHWAY 119, STATE ROUTE 857 ON THE LEFT.  TURN LEFT AND GO SOUTHERLY
 AA9268'ON U.S.  HIGHWAY 119 AND STATE ROUTE 857 FOR .65 MI (1.05 KM) WHERE
 AA9268'STATE ROUTE 857 AND U.S.  119 SPLIT.  TURN LEFT ON STATEROUTE 857 AND
 AA9268'PROCEED FOR .05 MI (0.08 KM) TO A SHARP BEND IN THE ROAD AND A STOP
 AA9268'SIGN CONTINUE STRAIGHT AHEAD ON THE AIRPORT ENTRANCE ROAD AND PROCEED
 AA9268'FOR 0.4 MI (0.6 KM) TO THE TERMINAL BUILDING.  UPON GAINING ACCESS TO
 AA9268'THE FIELD, PROCEED TO THE TERMINAL BUILDING.  CROSS THE APRON TO
 AA9268'TAXIWAY C AND PROCEED EAST ON TAXIWAY C ACROSS RUNWAY 18-36, CONTINUE
 AA9268'EAST ON TAXIWAY C FOR .05 MI (0.08 KM) TO A GRASS ISLAND AND THE
 AA9268'STATION ON THE RIGHT NEAR THE ANEMOMETER.
 AA9268' 
 AA9268'LOCATED 48.8 M (160.1 FT) SOUTHWEST FROM THE EDGE OF THE TAXIWAY, 40.7
 AA9268'M (133.5 FT) WEST NORTHWEST FROM A SIGN FOR TAXIWAY C, AND 20.1 M
 AA9268'(65.9 FT) SOUTHEAST FROM THE ANEMOMETER.
 AA9268' 
 AA9268'TO OBTAIN ACCESS TO THE STATION, CONTACT MR.  BILL PLUTT, DIRECTOR,
 AA9268'MORGANTOWN MUNICIPAL AIRRPORT, 389 SPRUCE STREET, MORGANTOWN, WV,
 AA9268'26505.  PHONE (304) 291-7461.
 AA9268' 
 AA9268'DESCRIBED BY PDL.
 AA9268
 AA9268                          STATION RECOVERY (1996)
 AA9268
 AA9268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9268'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1791 ***********************************************************************
 JW1791  SACS        -  This is a Secondary Airport Control Station.
 JW1791  DESIGNATION -  MGW AP STA B2
 JW1791  PID         -  JW1791
 JW1791  STATE/COUNTY-  WV/MONONGALIA
 JW1791  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1791
 JW1791                         *CURRENT SURVEY CONTROL
 JW1791  ___________________________________________________________________
 JW1791* NAD 83(1995)-  39 38 11.70795(N)    079 54 56.55069(W)     ADJUSTED  
 JW1791* NAVD 88     -       378.120  (meters)    1240.55   (feet)  ADJUSTED  
 JW1791  ___________________________________________________________________
 JW1791  X           -     861,268.304 (meters)                     COMP
 JW1791  Y           -  -4,842,822.645 (meters)                     COMP
 JW1791  Z           -   4,047,213.887 (meters)                     COMP
 JW1791  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 JW1791  ELLIP HEIGHT-         345.66  (meters)          (10/04/01) GPS OBS
 JW1791  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JW1791  DYNAMIC HT  -         377.898 (meters)    1239.82  (feet)  COMP
 JW1791  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 JW1791
 JW1791  HORZ ORDER  -  FIRST
 JW1791  VERT ORDER  -  FIRST     CLASS II
 JW1791  ELLP ORDER  -  FOURTH    CLASS II
 JW1791
 JW1791.This mark is at Morgantown Mun Walter L Bill Hart Fld Airport (MGW)
 JW1791
 JW1791.The horizontal coordinates were established by GPS observations
 JW1791.and adjusted by the National Geodetic Survey in November 1995..
 JW1791
 JW1791.The orthometric height was determined by differential leveling
 JW1791.and adjusted by the National Geodetic Survey in April 1995..
 JW1791
 JW1791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1791
 JW1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1791
 JW1791.The ellipsoidal height was determined by GPS observations
 JW1791.and is referenced to NAD 83.
 JW1791
 JW1791.The geoid height was determined by GEOID03.
 JW1791
 JW1791.The dynamic height is computed by dividing the NAVD 88
 JW1791.geopotential number by the normal gravity value computed on the
 JW1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1791.degrees latitude (g = 980.6199 gals.).
 JW1791
 JW1791.The modeled gravity was interpolated from observed gravity values.
 JW1791
 JW1791;                    North         East     Units Scale Factor Converg.
 JW1791;SPC WV N     -   126,263.146   564,315.816   MT  0.99994076   -0 15 54.5
 JW1791;UTM  17      - 4,387,984.700   593,044.625   MT  0.99970658   +0 41 30.3
 JW1791
 JW1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1791!SPC WV N     -   0.99994577  x   0.99994076  =   0.99988654
 JW1791!UTM  17      -   0.99994577  x   0.99970658  =   0.99965237
 JW1791
 JW1791:                Primary Azimuth Mark                     Grid Az
 JW1791:SPC WV N     -  MGW A                                    359 26 16.1
 JW1791:UTM  17      -  MGW A                                    358 28 51.3
 JW1791
 JW1791|---------------------------------------------------------------------|
 JW1791| PID    Reference Object                     Distance      Geod. Az  |
 JW1791|                                                           dddmmss.s |
 JW1791| AA9268 MGW A                               483.431 METERS 3591021.6 |
 JW1791|---------------------------------------------------------------------|
 JW1791
 JW1791                          SUPERSEDED SURVEY CONTROL
 JW1791
 JW1791  ELLIP H (11/30/95)  345.68   (m)                       GP(       ) 4 2
 JW1791  NAVD 88 (11/30/95)  378.12   (m)         1240.5    (f) LEVELING    3  
 JW1791
 JW1791.Superseded values are not recommended for survey control.
 JW1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1791.See file dsdata.txt to determine how the superseded data were derived.
 JW1791
 JW1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9304587985(NAD 83)
 JW1791_MARKER: DT = TOPOGRAPHIC STATION DISK
 JW1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1791_SP_SET: CONCRETE POST
 JW1791_STAMPING: AP 1965 STA B2
 JW1791_MARK LOGO: CGS   
 JW1791_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1791+STABILITY: SURFACE MOTION
 JW1791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1791+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 JW1791
 JW1791  HISTORY     - Date     Condition        Report By
 JW1791  HISTORY     - 1965     MONUMENTED       CGS
 JW1791  HISTORY     - 19910506 GOOD             NGS
 JW1791  HISTORY     - 19930817 GOOD             NGS
 JW1791  HISTORY     - 19940919 GOOD             NGS
 JW1791  HISTORY     - 19960724 GOOD             NGS
 JW1791  HISTORY     - 19960724 GOOD             NGS
 JW1791  HISTORY     - 19960725 GOOD             NGS
 JW1791
 JW1791                          STATION DESCRIPTION
 JW1791
 JW1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JW1791'LOCATED ABOUT 3 MILES (4.8 KM) NE OF MORGANTOWN AT THE MUNICIPAL APT.
 JW1791'AT THE S END OF RWY 18-36, 175.0 FT (53.3 M) E OF CENTERLINE END 36,
 JW1791'161.3 FT (49.2 M) SE OF RWY LT 266 90.4 FT (27.6 M) E OF MOST EASTERLY
 JW1791'THRESHOLD LIGHT.  A STANDARD TOPO DISK STAMPED AP 1965 STA B2 SET
 JW1791'FLUSH WITH THE GROUND.  THE STATION IS ALSO 27.1 FT (8.3 M) EAST OF
 JW1791'THE CENTER OF THE EAST REIL.
 JW1791
 JW1791                          STATION RECOVERY (1993)
 JW1791
 JW1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JW1791'1.7 KM (1.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 857 FROM THE
 JW1791'JUNCTION OF INTERSTATE HIGHWAY 68 IN MORGANTOWN (EXIT 7), THENCE 1.0
 JW1791'KM (0.60 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 119, THENCE 0.2 KM
 JW1791'(0.10 MI) EASTERLY ALONG A PAVED ROAD AND A TAXIWAY, THENCE 1.6 KM
 JW1791'(1.00 MI) SOUTHERLY ALONG RUNWAY 18-36, 53.6 M (175.9 FT) EAST OF THE
 JW1791'CENTERLINE OF THE SOUTH END OF THE RUNWAY, 27.6 M (90.6 FT) EAST OF
 JW1791'THE MOST EASTERLY RUNWAY END LIGHT, 8.0 M (26.2 FT) EAST A RUNWAY
 JW1791'LIGHT CONTROL BOX, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE RUNWAY, AND
 JW1791'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 JW1791
 JW1791                          STATION RECOVERY (1994)
 JW1791
 JW1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 JW1791'THE STATION IS LOCATED APPROXIMATELY 2.0 MI (3.2 KM) NORTHEAST OF
 JW1791'DOWNTOWN MORGANTOWN AT MORGANTOWN MUNICIPAL AIRPORT, HART FIELD, NEAR
 JW1791'RUNWAY END 36.SET IN A CONCRETE POST.  OWNERSHIP--CITY OF MORGANTOWN.
 JW1791' 
 JW1791'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 68 AND STATE
 JW1791'ROUTE 857, GO WEST ON STATE ROUTE 857 FOR 1.1 MI (1.8 KM) TO U.S.
 JW1791'HIGHWAY 119, STATE ROUTE 857 ON THE LEFT.  TURN LEFT AND GO SOUTHERLY
 JW1791'ON U.S.  HIGHWAY 119 AND STATE ROUTE 857 FOR .65 MI (1.05 KM) TO WHERE
 JW1791'STATE ROUTE 857 AND U.S.  119 SPLIT.  TURN LEFT ON STATE ROUTE 857 FOR
 JW1791'.05 MI (0.08 KM) TO A SHARP BEND AND A STOP SIGN.  CONTINUE STRAIGHT
 JW1791'AHEAD ON THE AIRPORT ENTRANCE ROAD FOR 0.4 MI (0.6 KM) TO THE TERMINAL
 JW1791'BUILDING.  UPON GAINING ACCESS TO THE FIELD, PROCEED TO THE TERMINAL
 JW1791'BUILDING.  CROSS THE APRON TO TAXIWAY C AND PROCEED EAST ON TAXIWAY C
 JW1791'TO RUNWY 18-36, TURN RIGHT, NORTH, ON RUNWAY 18-36 AND PROCEED FOR .3
 JW1791'MI (0.5 KM) TO THE END OF THE RUNWAY AND THE STATION ON THE LEFT, JUST
 JW1791'EAST OF THE EAST REIL.
 JW1791' 
 JW1791'LOCATED 53.3 M (174.9 FT) EAST OF CENTERLINE RUNWAY END 36, 49.2M
 JW1791'SOUTHEAST OF RUNWAY LIGHT 266, 27.6M SOUTHEAST OF EASTERNMOST
 JW1791'THRESHOLD LIGHT, 8.1 M (26.6 FT) SOUTHEAST OF THE CENTER OFO THE EAST
 JW1791'REIL.
 JW1791' 
 JW1791'TO OBTAIN ACCESS TO THE STATION, CONTACT MR.  BILL PLUTT, DIRECTOR,
 JW1791'MORGANTOWN MUNICIPAL AIRRPORT, 389 SPRUCE STREET, MORGANTOWN, WV,
 JW1791'26505.  PHONE (304) 291-7461.
 JW1791' 
 JW1791'DESCRIBED BY PDL.
 JW1791
 JW1791                          STATION RECOVERY (1996)
 JW1791
 JW1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JW1791'RECOVERED AS DESCRIBED, BY PDL IN 1994.
 JW1791
 JW1791                          STATION RECOVERY (1996)
 JW1791
 JW1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JW1791'RECOVERED AS DESCRIBED BY PDL IN 1994.
 JW1791
 JW1791                          STATION RECOVERY (1996)
 JW1791
 JW1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JW1791'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3554 ***********************************************************************
 HW3554  DESIGNATION -  MICHAEL 1957
 HW3554  PID         -  HW3554
 HW3554  STATE/COUNTY-  WV/POCAHONTAS
 HW3554  USGS QUAD   -  CLOVER LICK (1995)
 HW3554
 HW3554                         *CURRENT SURVEY CONTROL
 HW3554  ___________________________________________________________________
 HW3554* NAD 83(1995)-  38 17 25.81115(N)    079 54 13.45130(W)     ADJUSTED  
 HW3554* NAVD 88     -      1127.2    (meters)    3698.     (feet)  VERTCON   
 HW3554  ___________________________________________________________________
 HW3554  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 HW3554  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HW3554
 HW3554  HORZ ORDER  -  THIRD
 HW3554
 HW3554.The horizontal coordinates were established by classical geodetic methods
 HW3554.and adjusted by the National Geodetic Survey in April 1998..
 HW3554
 HW3554.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3554
 HW3554.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3554
 HW3554.The geoid height was determined by GEOID03.
 HW3554
 HW3554;                    North         East     Units Scale Factor Converg.
 HW3554;SPC WV S     -   143,798.464   695,897.248   MT  0.99992738   +0 40 39.7
 HW3554;SPC VA N     - 2,070,183.278 3,377,203.463   MT  0.99996458   -0 52 33.9
 HW3554;SPC VA N     - 6,791,926.30 11,080,041.69   sFT  0.99996458   -0 52 33.9
 HW3554;UTM  17      - 4,238,616.094   595,869.458   MT  0.99971319   +0 40 45.7
 HW3554
 HW3554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3554!SPC WV S     -   0.99982801  x   0.99992738  =   0.99975540
 HW3554!SPC VA N     -   0.99982801  x   0.99996458  =   0.99979259
 HW3554!UTM  17      -   0.99982801  x   0.99971319  =   0.99954124
 HW3554
 HW3554|---------------------------------------------------------------------|
 HW3554| PID    Reference Object                     Distance      Geod. Az  |
 HW3554|                                                           dddmmss.s |
 HW3554| HW3555 MICHAEL USFS 1957                    18.690 METERS 07914     |
 HW3554| HW3551 FROST                               APPROX. 3.0 KM 1372556.6 |
 HW3554| HW3553 1 USFS 1957                          15.629 METERS 22425     |
 HW3554|---------------------------------------------------------------------|
 HW3554
 HW3554                          SUPERSEDED SURVEY CONTROL
 HW3554
 HW3554  NAD 83(1995)-  38 17 25.81196(N)    079 54 13.45294(W) AD(       ) 3
 HW3554  NAD 83(1986)-  38 17 25.81250(N)    079 54 13.45969(W) AD(       ) 3
 HW3554  NAD 27      -  38 17 25.37290(N)    079 54 14.25400(W) AD(       ) 3
 HW3554  NGVD 29 (07/19/86) 1127.3    (m)         3698.     (f) VERT ANG       
 HW3554
 HW3554.Superseded values are not recommended for survey control.
 HW3554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3554.See file dsdata.txt to determine how the superseded data were derived.
 HW3554
 HW3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9586938616(NAD 83)
 HW3554_MARKER: DS = TRIANGULATION STATION DISK
 HW3554_SETTING: 66 = SET IN ROCK OUTCROP
 HW3554_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HW3554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3554+STABILITY: POSITION/ELEVATION WELL
 HW3554
 HW3554  HISTORY     - Date     Condition        Report By
 HW3554  HISTORY     - 1957     MONUMENTED       CGS
 HW3554
 HW3554                          STATION DESCRIPTION
 HW3554
 HW3554'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3554'THE STATION IS ABOUT 9.0 MILES NORTH-NORTHEAST OF HUNTERSVILLE, 5.0
 HW3554'MILES SOUTH OF DUNMORE AND 2.0
 HW3554'MILES NORTHWEST OF FROST, ON MICHAEL MOUNTAIN AT THE EAST EDGE OF
 HW3554'SENECA STATE FOREST, AND IS ON
 HW3554'PROPERTY OF THE SENECA STATE FOREST.
 HW3554'
 HW3554'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 84 AND 28, IN THE
 HW3554'VILLAGE OF FROST, GO NORTH ON
 HW3554'STATE HIGHWAY 28 FOR 0.45 MILE TO HILL ROAD (COUNTY ROUTE 13) ON THE
 HW3554'LEFT.  TURN LEFT, GO WESTERLY,
 HW3554'GRAVELED ROAD, FOR 1.8 MILES TO A ROAD FORK.  TAKE RIGHT FORK,
 HW3554'WESTERLY, AND GO 2.05 MILES TO THE T-ROAD
 HW3554'JUNCTION WITH COUNTY ROUTE 11.  TURN RIGHT, GO
 HW3554'0.75 MILE TO THE STATE FOREST HEADQUARTERS ON THE LEFT.
 HW3554'CONTINUE ON COUNTY ROUTE 11 FOR 0.1
 HW3554'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, AS PER SIGN MICHAEL
 HW3554'MT. ROAD AND GO EASTERLY, ROCK AND
 HW3554'DIRT ROAD, FOR 1.05 MILES TO A ROAD FORK.  TAKE RIGHT FORK, GO 1.15
 HW3554'MILES TO THE END OF ROAD AND THE END
 HW3554'OF TRUCK TRAVEL.  PACK EASTERLY ON A FOOT TRAIL
 HW3554'AND UP ROCK STEPS FOR ABOUT 100 YARDS TO HIGHEST POINT
 HW3554'AND THE STATION.
 HW3554'
 HW3554'STATION MARK, A STANDARD DISK STAMPED MICHAEL 1957, IS CEMENTED IN A
 HW3554'DRILL HOLE IN OUTCROPPING
 HW3554'LEDGE ROCK.  IT IS ABOUT 45 YARDS NORTH OF THE ROCK STEPS, 22 FEET
 HW3554'NORTH-NORTHWEST OF A TRIANGULAR BLAZE ON A
 HW3554'10-INCH TREE, AND 12 FEET SOUTH OF THE MOST
 HW3554'NORTHERLY POINT OF ROCK LEDGE.
 HW3554'
 HW3554'REFERENCE MARK NO. 1 IS A U.S. DEPARTMENT OF AGRICULTURE FOREST
 HW3554'SERVICE DISK, STAMPED MICHAEL
 HW3554'1456, CEMENTED IN A DRILL HOLE IN A 14 BY 14 FOOT CONCRETE FLOOR
 HW3554'WHICH IS THE REMAINS OF A LOOKOUT TOWER.
 HW3554'
 HW3554'REFERENCE MARK NO. 2 IS A U.S. DEPARTMENT OF AGRICULTURE FOREST
 HW3554'SERVICE DISK, STAMPED 1 1934,
 HW3554'CEMENTED IN A DRILL HOLE IN OUTCROPPING LEDGE ROCK.  IT IS 36 FEET
 HW3554'NORTHWEST OF FOOT TRAIL AND 3
 HW3554'FEET EAST OF THE WEST RIM OF ROCK LEDGE.  THE ARROW ON THE DISK IS
 HW3554'POINTING ABOUT 20 DEGREES TO THE RIGHT
 HW3554'OF STATION MARK.
 HW3554'
 HW3554'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3555 ***********************************************************************
 HW3555  DESIGNATION -  MICHAEL USFS 1957
 HW3555  PID         -  HW3555
 HW3555  STATE/COUNTY-  WV/POCAHONTAS
 HW3555  USGS QUAD   -  CLOVER LICK (1995)
 HW3555
 HW3555                         *CURRENT SURVEY CONTROL
 HW3555  ___________________________________________________________________
 HW3555* NAD 83(1995)-  38 17 25.92447(N)    079 54 12.69577(W)     ADJUSTED  
 HW3555* NAVD 88     -      1105.     (meters)    3625.     (feet)  SCALED    
 HW3555  ___________________________________________________________________
 HW3555  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 HW3555  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HW3555
 HW3555  HORZ ORDER  -  SECOND
 HW3555
 HW3555.The horizontal coordinates were established by classical geodetic methods
 HW3555.and adjusted by the National Geodetic Survey in April 1998..
 HW3555
 HW3555.The orthometric height was scaled from a topographic map.
 HW3555
 HW3555.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3555
 HW3555.The geoid height was determined by GEOID03.
 HW3555
 HW3555;                    North         East     Units Scale Factor Converg.
 HW3555;SPC WV S     -   143,802.174   695,915.565   MT  0.99992739   +0 40 40.2
 HW3555;SPC VA N     - 2,070,186.491 3,377,221.874   MT  0.99996457   -0 52 33.5
 HW3555;SPC VA N     - 6,791,936.85 11,080,102.10   sFT  0.99996457   -0 52 33.5
 HW3555;UTM  17      - 4,238,619.805   595,887.771   MT  0.99971323   +0 40 46.1
 HW3555
 HW3555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3555!SPC WV S     -   0.99983150  x   0.99992739  =   0.99975891
 HW3555!SPC VA N     -   0.99983150  x   0.99996457  =   0.99979608
 HW3555!UTM  17      -   0.99983150  x   0.99971323  =   0.99954478
 HW3555
 HW3555                          SUPERSEDED SURVEY CONTROL
 HW3555
 HW3555  NAD 83(1995)-  38 17 25.92529(N)    079 54 12.69737(W) AD(       ) 2
 HW3555  NAD 83(1986)-  38 17 25.92583(N)    079 54 12.70412(W) AD(       ) 2
 HW3555  NAD 27      -  38 17 25.48620(N)    079 54 13.49840(W) AD(       ) 2
 HW3555
 HW3555.Superseded values are not recommended for survey control.
 HW3555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3555.See file dsdata.txt to determine how the superseded data were derived.
 HW3555
 HW3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9588838620(NAD 83)
 HW3555_MARKER: DD = SURVEY DISK
 HW3555_SETTING: 0 = UNSPECIFIED SETTING
 HW3555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3555
 HW3555  HISTORY     - Date     Condition        Report By
 HW3555  HISTORY     - 1957     MONUMENTED       USFS
 HW3555
 HW3555                          STATION DESCRIPTION
 HW3555
 HW3555'DESCRIBED BY US FOREST SERVICE 1957 (FAR)
 HW3555'THE STATION IS ABOUT 9.0 MILES NORTH-NORTHEAST OF HUNTERSVILLE
 HW3555'AND 2.0 MILES
 HW3555'NORTHWEST OF THE VILLAGE OF FROST, ON MICHAEL MOUNTAIN, AT THE EAST
 HW3555'EDGE OF THE SENECA STATE FOREST.
 HW3555'
 HW3555'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HW3555'MICHAEL.  DISTANCE
 HW3555'BEING 61.32 FEET (18.691 METERS) EAST OF STATION MICHAEL.  THE MARK
 HW3555'IS A U.S. DEPARTMENT OF AGRICULTURE
 HW3555'FOREST SERVICE DISK, STAMPED MICHAEL 1456,
 HW3555'CEMENTED IN A DRILL HOLE IN A 14 BY 14 FOOT CONCRETE
 HW3555'FLOOR WHICH IS THE REMAINS OF A LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3571 ***********************************************************************
 HW3571  DESIGNATION -  MICK
 HW3571  PID         -  HW3571
 HW3571  STATE/COUNTY-  WV/PENDLETON
 HW3571  USGS QUAD   -  SPRUCE KNOB (1995)
 HW3571
 HW3571                         *CURRENT SURVEY CONTROL
 HW3571  ___________________________________________________________________
 HW3571* NAD 83(1995)-  38 37 56.34377(N)    079 30 15.18887(W)     ADJUSTED  
 HW3571* NAVD 88     -       918.3    (meters)    3013.     (feet)  VERTCON   
 HW3571  ___________________________________________________________________
 HW3571  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 HW3571  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HW3571
 HW3571  HORZ ORDER  -  THIRD
 HW3571
 HW3571.The horizontal coordinates were established by classical geodetic methods
 HW3571.and adjusted by the National Geodetic Survey in April 1998..
 HW3571
 HW3571.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3571
 HW3571.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3571
 HW3571.The geoid height was determined by GEOID03.
 HW3571
 HW3571;                    North         East     Units Scale Factor Converg.
 HW3571;SPC WV S     -   182,223.105   730,230.687   MT  0.99995616   +0 55 28.9
 HW3571;UTM  17      - 4,277,036.898   630,193.249   MT  0.99980873   +0 56 02.3
 HW3571
 HW3571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3571!SPC WV S     -   0.99986075  x   0.99995616  =   0.99981692
 HW3571!UTM  17      -   0.99986075  x   0.99980873  =   0.99966951
 HW3571
 HW3571:                Primary Azimuth Mark                     Grid Az
 HW3571:SPC WV S     -  MICK AZ MK                               001 11 33.4
 HW3571:UTM  17      -  MICK AZ MK                               001 11 00.0
 HW3571
 HW3571|---------------------------------------------------------------------|
 HW3571| PID    Reference Object                     Distance      Geod. Az  |
 HW3571|                                                           dddmmss.s |
 HW3571| DC4658 MICK AZ MK                                         0020702.3 |
 HW3571| DC4659 MICK RM 1                            10.198 METERS 21821     |
 HW3571| DC4660 MICK RM 2                            11.358 METERS 30724     |
 HW3571|---------------------------------------------------------------------|
 HW3571
 HW3571                          SUPERSEDED SURVEY CONTROL
 HW3571
 HW3571  NAD 83(1995)-  38 37 56.34746(N)    079 30 15.19331(W) AD(       ) 3
 HW3571  NAD 83(1986)-  38 37 56.34809(N)    079 30 15.19696(W) AD(       ) 3
 HW3571  NAD 27      -  38 37 55.93040(N)    079 30 16.02590(W) AD(       ) 3
 HW3571  NGVD 29 (07/19/86)  918.4    (m)         3013.     (f) VERT ANG       
 HW3571
 HW3571.Superseded values are not recommended for survey control.
 HW3571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3571.See file dsdata.txt to determine how the superseded data were derived.
 HW3571
 HW3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC3019377037(NAD 83)
 HW3571_MARKER: DS = TRIANGULATION STATION DISK
 HW3571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3571
 HW3571  HISTORY     - Date     Condition        Report By
 HW3571  HISTORY     - 1957     MONUMENTED       CGS
 HW3571
 HW3571                          STATION DESCRIPTION
 HW3571
 HW3571'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3571'THE STATION IS LOCATED ON THE WESTERLY SLOPE OF NORTH FORK MOUNTAIN,
 HW3571'ABOUT 9.5 MILES
 HW3571'WEST-SOUTHWEST OF FRANKLIN, 3.5 MILES SOUTH OF CIRCLEVILLE AND ABOUT
 HW3571'1.8 MILES SOUTHEAST OF CHERRY
 HW3571'GROVE, AND ON PASTURE LAND OWNED BY MR. FLOYD WAGGY.
 HW3571'
 HW3571'TO REACH FROM THE POST OFFICE IN CIRCLEVILLE, GO SOUTH ON STATE
 HW3571'HIGHWAY 28 FOR 1.85 MILES
 HW3571'TO A SIDE ROAD LEFT AT A GATE AND CATTLE GUARD ON THE LEFT (1.0 MILE
 HW3571'NORTH OF THE POST OFFICE IN CHERRY
 HW3571'GROVE), TURN LEFT OVER CATTLE GUARD AND GO EASTERLY FOR
 HW3571'0.15 MILE TO A BRIDGE, CROSS BRIDGE, KEEP
 HW3571'RIGHT, CONTINUE 0.15 MILE TO ANOTHER CATTLE
 HW3571'GUARD, CROSS AND CONTINUE FOR 0.55 MILE TO A FORK, TAKE
 HW3571'RIGHT FORK CROSSING CATTLE
 HW3571'GUARD AND BRIDGE AND GO UP HOLLOW ON GRADED ROAD FOR 0.5 MILE TO A
 HW3571'DIM FORK, KEEP RIGHT FORK
 HW3571'AROUND SIDE OF MOUNTAIN ON GRADED ROAD FOR 1.05 MILE (CROSSING TWO
 HW3571'CATTLE GUARDS) TO A FORK JUST
 HW3571'BEFORE REACHING A BARN. (THE AZIMUTH MARK IS SET AT THE NORTHEAST
 HW3571'CORNER OF THIS BARN.) TAKE LEFT FORK,
 HW3571'UPHILL, FOR 0.1 MILE TO A GATE, PASS
 HW3571'THROUGH GATE AND CONTINUE ON FARM ROAD FOR 0.25 MILE TO A
 HW3571'CATTLE GUARD AND WIRE GATE, PASS
 HW3571'THROUGH GATE, TURN RIGHT, AND GO 140 FEET ALONG FENCE LINE TO THE
 HW3571'STATION.
 HW3571'
 HW3571'STATION MARKS ARE STANDARD DISKS STAMPED MICK 1957.  THE SURFACE DISK
 HW3571'IS SET IN A SQUARE CONCRETE
 HW3571'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 27 FEET
 HW3571'WEST-NORTHWEST OF A T-FENCE CORNER POST
 HW3571'AND 6.5 FEET SOUTH-SOUTHEAST OF THE EAST-WEST
 HW3571'FENCE LINE.  A STANDARD WITNESS POST WAS
 HW3571'SET 6 FEET NORTH-NORTHEAST OF THE MARK.  THE
 HW3571'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34
 HW3571'INCHES BELOW THE SURFACE OF THE GROUND.
 HW3571'
 HW3571'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MICK NO 1 1957, IS SET
 HW3571'IN A SQUARE CONCRETE POST
 HW3571'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 39 FEET SOUTH-SOUTHEAST
 HW3571'OF THE EAST-WEST FENCE LINE.
 HW3571'
 HW3571'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MICK NO 2 1957, IS SET
 HW3571'IN A SQUARE CONCRETE POST
 HW3571'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 6 INCHES SOUTH-SOUTHEAST
 HW3571'OF THE EAST-WEST FENCE LINE.
 HW3571'
 HW3571'AZIMUTH MARK IS A STANDARD DISK STAMPED MICK 1957 AND IS SET IN A
 HW3571'SQUARE CONCRETE POST
 HW3571'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 3
 HW3571'FEET EAST OF THE NORTHEAST CORNER
 HW3571'OF THE BARN.  A STANDARD WITNESS POST WAS NAILED TO THE
 HW3571'NORTHEAST CORNER OF THE BARN, 3 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3084 ***********************************************************************
 HX3084  DESIGNATION -  MIDDLE
 HX3084  PID         -  HX3084
 HX3084  STATE/COUNTY-  WV/KANAWHA
 HX3084  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3084
 HX3084                         *CURRENT SURVEY CONTROL
 HX3084  ___________________________________________________________________
 HX3084* NAD 83(1995)-  38 18 16.83498(N)    081 41 10.42066(W)     ADJUSTED  
 HX3084* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 HX3084  ___________________________________________________________________
 HX3084  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 HX3084  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HX3084
 HX3084  HORZ ORDER  -  FIRST
 HX3084
 HX3084.The horizontal coordinates were established by classical geodetic methods
 HX3084.and adjusted by the National Geodetic Survey in April 1998..
 HX3084
 HX3084.The orthometric height was scaled from a topographic map.
 HX3084
 HX3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3084
 HX3084.The geoid height was determined by GEOID03.
 HX3084
 HX3084;                    North         East     Units Scale Factor Converg.
 HX3084;SPC WV S     -   145,026.653   539,982.006   MT  0.99992787   -0 25 27.2
 HX3084;UTM  17      - 4,239,843.094   440,000.802   MT  0.99964433   -0 25 31.3
 HX3084
 HX3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3084!SPC WV S     -   0.99994668  x   0.99992787  =   0.99987455
 HX3084!UTM  17      -   0.99994668  x   0.99964433  =   0.99959103
 HX3084
 HX3084:                Primary Azimuth Mark                     Grid Az
 HX3084:SPC WV S     -  CHARLESTON LOUDEN HTS MUN TK             062 50 33.6
 HX3084:UTM  17      -  CHARLESTON LOUDEN HTS MUN TK             062 50 37.7
 HX3084
 HX3084|---------------------------------------------------------------------|
 HX3084| PID    Reference Object                     Distance      Geod. Az  |
 HX3084|                                                           dddmmss.s |
 HX3084| HX3069 CHARLESTON LOUDEN HTS MUN TK        APPROX. 4.4 KM 0622506.4 |
 HX3084| DC4661 MIDDLE AZ MK                                       1451949.2 |
 HX3084| DC4662 MIDDLE RM 1                          13.956 METERS 14624     |
 HX3084| DC4663 MIDDLE RM 2                          17.161 METERS 24956     |
 HX3084|---------------------------------------------------------------------|
 HX3084
 HX3084                          SUPERSEDED SURVEY CONTROL
 HX3084
 HX3084  NAD 83(1995)-  38 18 16.84186(N)    081 41 10.42537(W) AD(       ) 1
 HX3084  NAD 83(1986)-  38 18 16.84299(N)    081 41 10.42684(W) AD(       ) 1
 HX3084  NAD 27      -  38 18 16.49400(N)    081 41 10.97800(W) AD(       ) 1
 HX3084
 HX3084.Superseded values are not recommended for survey control.
 HX3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3084.See file dsdata.txt to determine how the superseded data were derived.
 HX3084
 HX3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4000139843(NAD 83)
 HX3084_MARKER: DS = TRIANGULATION STATION DISK
 HX3084_SETTING: 0 = UNSPECIFIED SETTING
 HX3084
 HX3084  HISTORY     - Date     Condition        Report By
 HX3084  HISTORY     - 1944     MONUMENTED       CGS
 HX3084  HISTORY     - 1955     GOOD             USGS
 HX3084
 HX3084                          STATION DESCRIPTION
 HX3084
 HX3084'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3084'STATION IS LOCATED
 HX3084'ABOUT 4-1/2 MILES
 HX3084'SW OF CHARLESTON, 5 MILES SE OF DUNBAR, ABOUT
 HX3084'1/2 MILE SW OF THE MIDDLE RIDGE
 HX3084'BAPTIST CHURCH, ON THE SUMMIT OF
 HX3084'A BRUSHY RIDGE OWNED BY GEORGE POLLY.  IT IS 28
 HX3084'FEET W OF FENCE
 HX3084'CORNER AND 3 FEET NW OF A WITNESS POST.  THE DISK IS STAMPED
 HX3084'MIDDLE 1944.
 HX3084'
 HX3084'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3084'DISKS SET IN CONCRETE.
 HX3084'
 HX3084'REFERENCE MARK 1 IS ON THE N SLOPE OF THE HILL.  IT IS
 HX3084'STAMPED MIDDLE NO 1 1944.
 HX3084'
 HX3084'REFERENCE MARK 2 IS STAMPED MIDDLE NO 2 1944.
 HX3084'
 HX3084'AZIMUTH MARK IS IN THE FORKS OF TWO ROADS, 24 FEET NE OF THE
 HX3084'INTERSECTION OF
 HX3084'THE TWO ROADS, AND 4 FEET S OF A WITNESS POST.
 HX3084'IT IS STAMPED MIDDLE 1944.
 HX3084'
 HX3084'TO REACH THE STATION FROM THE CHESAPEAKE AND OHIO RAILWAY
 HX3084'DEPOT ON THE S
 HX3084'SIDE OF THE MAIN BRIDGE IN DOWNTOWN CHARLESTON, GO
 HX3084'W ON ROAD RUNNING ALONG THE S
 HX3084'SIDE OF THE DEPOT FOR 0.85 MILE TO
 HX3084'THE JUNCTION OF STATE HIGHWAY 13, CONTINUE
 HX3084'STRAIGHT AHEAD ON HIGHWAY
 HX3084'13 FOR 5.9 MILES TO A DIRT ROAD LEFT AT DAVIS CREEK GROCERY
 HX3084'STORE JUST
 HX3084'AFTER CROSSING BRIDGE, TURN LEFT ON DIRT ROAD AND GO
 HX3084'0.85 MILE TO A FORK, TAKE
 HX3084'LEFT FORK UPGRADE AND KEEP MAIN ROAD
 HX3084'FOR 2.15 MILES TO MIDDLE RIDGE BAPTIST
 HX3084'CHURCH ON THE RIGHT.  CONTINUE
 HX3084'AHEAD 0.2 MILE TO A FORK AND A T-ROAD LEFT, TAKE LEFT FORK
 HX3084'AND GO 0.2 MILE TO ANOTHER FORK.* TAKE RIGHT FORK AND GO 0.1
 HX3084'MILE TO A TRACK
 HX3084'ROAD RIGHT, TURN RIGHT UP HILL TO TOP OF THE
 HX3084'GRADE, TURN SHARP RIGHT AND FOLLOW
 HX3084'RIDGE UP HILL THROUGH WOODS
 HX3084'ABOUT 0.1 MILE TO THE STATION.
 HX3084'
 HX3084'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TAKE LEFT FORK
 HX3084'AND GO 0.3 MILE TO
 HX3084'A FORK AND THE AZIMUTH MARK IN THE FORK.
 HX3084'
 HX3084'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HX3084
 HX3084                          STATION RECOVERY (1955)
 HX3084
 HX3084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 HX3084'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 HX3084'AZIMUTH MARK NOT
 HX3084'SEARCHED FOR.
 HX3084'
 HX3084'TO REACH FROM THE C. AND 0. RAILWAY DEPOT IN CHARLESTON, TAKE WEST
 HX3084'VIRGINIA HIGHWAY
 HX3084'14 SW FOR 4.6 MILES TO DAVIS CREEK, TURN LEFT ON ROAD
 HX3084'UP STREAM JUST AFTER CROSSING THE
 HX3084'BRIDGE AND GO 1.4 MILES TO A FORK (0.6
 HX3084'MILE BEYOND A SIMILAR FORK), TAKE LEFT ROAD UP HILL
 HX3084'AND KEEP RIGHT HAND
 HX3084'AT 0.35 MILE AND AGAIN AT 0.7 MILE, FROM THIS LATTER CONTINUE 1.45
 HX3084'MILES TO A
 HX3084'CROSSROADS, AT THIS POINT YOU ARE LOOKING ABOUT STRAIGHT AHEAD TO
 HX3084'THE STATION HILL,
 HX3084'CONTINUE STRAIGHT AHEAD 0.2 MILE TO HOME OF V. A. LEWIS
 HX3084'JUST BEYOND WHICH IS ANOTHER FORK,
 HX3084'TAKE RIGHT, AND GO ABOUT 0.05 MILE TO
 HX3084'WHERE THE STATION IS ABOUT 300 FEET DIRECTLY UP HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0330 ***********************************************************************
 JX0330  DESIGNATION -  MIDDLEBOURNE DAM SITE
 JX0330  PID         -  JX0330
 JX0330  STATE/COUNTY-  WV/TYLER
 JX0330  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0330
 JX0330                         *CURRENT SURVEY CONTROL
 JX0330  ___________________________________________________________________
 JX0330* NAD 83(1986)-  39 28 40.     (N)    080 53 10.     (W)     SCALED    
 JX0330* NAVD 88     -       213.609  (meters)     700.82   (feet)  ADJUSTED  
 JX0330  ___________________________________________________________________
 JX0330  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX0330  DYNAMIC HT  -         213.480 (meters)     700.39  (feet)  COMP
 JX0330  MODELED GRAV-     980,019.0   (mgal)                       NAVD 88
 JX0330
 JX0330  VERT ORDER  -  SECOND    CLASS 0
 JX0330
 JX0330.The horizontal coordinates were scaled from a topographic map and have
 JX0330.an estimated accuracy of +/- 6 seconds.
 JX0330
 JX0330.The orthometric height was determined by differential leveling
 JX0330.and adjusted by the National Geodetic Survey in June 1991..
 JX0330
 JX0330.The geoid height was determined by GEOID03.
 JX0330
 JX0330.The dynamic height is computed by dividing the NAVD 88
 JX0330.geopotential number by the normal gravity value computed on the
 JX0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0330.degrees latitude (g = 980.6199 gals.).
 JX0330
 JX0330.The modeled gravity was interpolated from observed gravity values.
 JX0330
 JX0330;                    North         East    Units  Estimated Accuracy
 JX0330;SPC WV N     -   109,470.      480,750.      MT  (+/- 180 meters Scaled)
 JX0330
 JX0330                          SUPERSEDED SURVEY CONTROL
 JX0330
 JX0330  NGVD 29 (??/??/92)  213.771  (m)          701.35   (f) ADJ UNCH    2 0
 JX0330
 JX0330.Superseded values are not recommended for survey control.
 JX0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0330.See file dsdata.txt to determine how the superseded data were derived.
 JX0330
 JX0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND097698(NAD 83)
 JX0330_MARKER: DD = SURVEY DISK
 JX0330_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JX0330_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JX0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0330
 JX0330  HISTORY     - Date     Condition        Report By
 JX0330  HISTORY     - UNK      MONUMENTED       DOD
 JX0330  HISTORY     - 1957     GOOD             NGS
 JX0330
 JX0330                          STATION DESCRIPTION
 JX0330
 JX0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0330'1.6 MI SE FROM MIDDLEBOURNE.
 JX0330'ABOUT 1.55 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE
 JX0330'COURT HOUSE AT MIDDLEBOURNE, ON THE OUTSIDE AND ABOUT 75 YARDS
 JX0330'EAST OF EAST END OF A CURVE IN HIGHWAY, WITH TANGENTS EXTENDING
 JX0330'EAST AND NORTHWEST, 75 YARDS EAST OF A DRIVE SOUTH TO A SAW MILL,
 JX0330'19 FEET SOUTH OF CENTER LINE OF HIGHWAY, 30 1/2 FEET NORTHEAST
 JX0330'OF NORTHEAST CORNER OF AN OLD GARAGE, 24 FEET NORTHWEST OF
 JX0330'TELEPHONE POLE NO. 1-49, ABOUT LEVEL WITH HIGHWAY AND IS A U.S.E.
 JX0330'DISK IN THE TOP OF A CONCRETE FILLED STEEL PIPE.  (5-INCH PIPE
 JX0330'PROJECTING 8 INCHES)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3473 ***********************************************************************
 HW3473  DESIGNATION -  MIDWAY
 HW3473  PID         -  HW3473
 HW3473  STATE/COUNTY-  WV/PENDLETON
 HW3473  USGS QUAD   -  UPPER TRACT (1995)
 HW3473
 HW3473                         *CURRENT SURVEY CONTROL
 HW3473  ___________________________________________________________________
 HW3473* NAD 83(1995)-  38 48 59.23496(N)    079 15 44.61980(W)     ADJUSTED  
 HW3473* NAVD 88     -       416.49   (+/-2cm)    1366.4    (feet)  VERTCON   
 HW3473  ___________________________________________________________________
 HW3473  X           -     927,165.271 (meters)                     COMP
 HW3473  Y           -  -4,889,291.607 (meters)                     COMP
 HW3473  Z           -   3,976,702.773 (meters)                     COMP
 HW3473  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 HW3473  ELLIP HEIGHT-         385.23  (meters)          (04/01/98) GPS OBS
 HW3473  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HW3473
 HW3473  HORZ ORDER  -  THIRD
 HW3473  VERT ORDER  -  THIRD ? (See Below)
 HW3473  ELLP ORDER  -  FOURTH    CLASS I
 HW3473
 HW3473.The horizontal coordinates were established by classical geodetic methods
 HW3473.and adjusted by the National Geodetic Survey in April 1998..
 HW3473
 HW3473.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3473.The vertical order pertains to the NGVD 29 superseded value.
 HW3473
 HW3473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3473
 HW3473.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3473
 HW3473.The ellipsoidal height was determined by GPS observations
 HW3473.and is referenced to NAD 83.
 HW3473
 HW3473.The geoid height was determined by GEOID03.
 HW3473
 HW3473;                    North         East     Units Scale Factor Converg.
 HW3473;SPC WV S     -   203,027.197   750,899.754   MT  0.99998644   +1 04 27.0
 HW3473;UTM  17      - 4,297,842.731   650,855.284   MT  0.99988024   +1 05 21.8
 HW3473
 HW3473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3473!SPC WV S     -   0.99993956  x   0.99998644  =   0.99992600
 HW3473!UTM  17      -   0.99993956  x   0.99988024  =   0.99981981
 HW3473
 HW3473|---------------------------------------------------------------------|
 HW3473| PID    Reference Object                     Distance      Geod. Az  |
 HW3473|                                                           dddmmss.s |
 HW3473| DC4665 MIDWAY RM 1                          25.523 METERS 02721     |
 HW3473| DC4664 MIDWAY AZ MK                                       2293205.2 |
 HW3473| HW1435 J 17                                  4.792 METERS 29202     |
 HW3473| HW3472 NORTH MOUNTAIN LOOKOUT TOWER        APPROX. 6.4 KM 2981614.2 |
 HW3473|---------------------------------------------------------------------|
 HW3473
 HW3473                          SUPERSEDED SURVEY CONTROL
 HW3473
 HW3473  NAD 83(1995)-  38 48 59.23985(N)    079 15 44.63279(W) AD(       ) 3
 HW3473  ELLIP H (01/27/92)  385.26   (m)                       GP(       ) 4 1
 HW3473  NAD 83(1986)-  38 48 59.24152(N)    079 15 44.63181(W) AD(       ) 3
 HW3473  NAD 27      -  38 48 58.83840(N)    079 15 45.48530(W) AD(       ) 3
 HW3473  NGVD 29 (07/19/86)  416.62   (m)         1366.9    (f) LEVELING    3  
 HW3473
 HW3473.Superseded values are not recommended for survey control.
 HW3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3473.See file dsdata.txt to determine how the superseded data were derived.
 HW3473
 HW3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC5085597843(NAD 83)
 HW3473_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HW3473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3473_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HW3473_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3473+STABILITY: SURFACE MOTION
 HW3473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3473+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1988
 HW3473
 HW3473  HISTORY     - Date     Condition        Report By
 HW3473  HISTORY     - 1956     MONUMENTED       CGS
 HW3473  HISTORY     - 1987     GOOD             NGS
 HW3473  HISTORY     - 19880526 GOOD
 HW3473
 HW3473                          STATION DESCRIPTION
 HW3473
 HW3473'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3473'THE STATION IS LOCATED AIRLINE, ABOUT 15 MILES SOUTH OF PETERSBURG, 2
 HW3473'MILES SOUTH OF BRUSHY RUN, 1.2
 HW3473'MILES NORTH OF THE HIGHWAY BRIDGE ACROSS THE SOUTH BRANCH OF THE
 HW3473'POTOMAC RIVER, 1/2 MILE SOUTH OF THE
 HW3473'MIDWAY STORE AND ON THE WEST SLOPE OF A HILL IN
 HW3473'A PASTURE TO THE EAST OF U.S. HIGHWAY 220.
 HW3473'
 HW3473'THE STATION IS A STANDARD DISK STAMPED MIDWAY 1956 SET IN TOP OF A
 HW3473'10-INCH SQUARE CONCRETE
 HW3473'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 72 FEET SOUTH OF THE
 HW3473'CENTER OF A BOARD GATE, 40 FEET EAST OF
 HW3473'THE CENTER LINE OF U.S. HIGHWAY 220 AND 16 FEET EAST
 HW3473'OF A NORTH-SOUTH WIRE FENCE.
 HW3473'
 HW3473'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MIDWAY NO 1 1956
 HW3473'SET IN TOP OF A 10-INCH
 HW3473'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 25 FEET EAST
 HW3473'OF THE CENTER LINE OF U.S. HIGHWAY
 HW3473'220, 11 FEET NORTH OF THE CENTER OF A BOARD GATE, 1
 HW3473'FOOT EAST OF A NORTH-SOUTH FENCE LINE AND ABOUT 1
 HW3473'FOOT LOWER THAN THE STATION.
 HW3473'
 HW3473'U.S.C. AND G.S. BENCH MARK J17 WAS USED AS REFERENCE MARK NUMBER 2.
 HW3473'IT IS A STANDARD BENCH
 HW3473'MARK DISK STAMPED J17 1934, SET IN TOP OF AN 8-INCH SQUARE CONCRETE
 HW3473'MONUMENT WHICH PROJECTS 4 INCHES.
 HW3473'IT IS 25 FEET EAST OF THE CENTER LINE OF U.S.
 HW3473'HIGHWAY 220, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE
 HW3473'AND ABOUT 0.5 FOOT LOWER THAN THE STATION.
 HW3473'THE STATION.
 HW3473'
 HW3473'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MIDWAY 1956 SET IN TOP OF
 HW3473'A 10-INCH SQUARE CONCRETE
 HW3473'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 110 FEET NORTH-NORTHEAST
 HW3473'OF THE NORTH SIDE OF A HOUSE, 75
 HW3473'FEET EAST-SOUTHEAST OF THE CENTER LINE OF U.S.
 HW3473'HIGHWAY 220, 18 FEET EAST-SOUTHEAST OF THE CENTER
 HW3473'LINE OF A DRIVEWAY AND 7.5 FEET
 HW3473'EAST OF A LARGE OAK TREE.
 HW3473'
 HW3473'TO REACH THE STATION FROM THE TRAFFIC LIGHT, WHICH IS 0.05 MILE WEST
 HW3473'OF THE POST OFFICE IN
 HW3473'PETERSBURG, GO SOUTHERLY ON U.S. HIGHWAY 220 FOR 15.4 MILES TO THE
 HW3473'MIDWAY STORE ON THE RIGHT.
 HW3473'CONTINUE SOUTH ON THE HIGHWAY FOR 0.55 MILE TO A BOARD GATE AND
 HW3473'THE STATION ON THE LEFT.
 HW3473'
 HW3473'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE HIGHWAY
 HW3473'FOR 0.2 MILE TO THE SECOND
 HW3473'FARM HOUSE ON THE LEFT AND THE AZIMUTH MARK.
 HW3473'
 HW3473'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 HW3473
 HW3473                          STATION RECOVERY (1987)
 HW3473
 HW3473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 HW3473'THE STATION WAS RECOVERED AT THIS DATE.
 HW3473'REFERENCE MARK 1 AND BENCH MARK J 17 ALSO RECOVERED IN GOOD
 HW3473'CONDITION.
 HW3473'
 HW3473'THE STATION IS LOCATED ON THE WEST SLOPE OF PASTURE.
 HW3473'OWNERSHIP--ROLAND MILLER, 414 HIGHLAND AVENUE, PETERSBURG WV 26847.
 HW3473'PHONE (304) 257-4151.
 HW3473'
 HW3473'TO REACH THE STATION FROM THE UPPER TRACT ELEMENTARY SCHOOL IN
 HW3473'UPPER TRACT (ABOUT 27 KM (17 MI) SOUTH OF PETERSBURG), GO
 HW3473'NORTH FOR 1.82 KM (1.1 MI) ON U.S. HIGHWAY 220 TO THE CENTER OF THE
 HW3473'GIRDER BRIDGE OVER THE SOUTH FORK OF THE POTOMAC RIVER.
 HW3473'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1.85 KM (1.15 MI) ON
 HW3473'HIGHWAY 220 TO A METAL GATE ON THE RIGHT, AT INDENTATION IN FENCE
 HW3473'LINE AND STATION ON THE RIGHT.
 HW3473'
 HW3473'STATION MARK IS 11.6 METERS SOUTHEAST OF AND 1 METER ABOVE THE
 HW3473'CENTER OF THE HIGHWAY, 4.8 METERS SOUTHEAST OF A WIRE FENCE, 5.0
 HW3473'METERS EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST IN FENCE LINE,
 HW3473'19.9 METERS SOUTHWEST OF SOUTHWEST GATE POST AT PASTURE ROAD, AND
 HW3473'35.5 METERS NORTH-NORTHEAST OF A UTILITY POLE IN THE PASTURE.
 HW3473'
 HW3473'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 HW3473
 HW3473                          STATION RECOVERY (1988)
 HW3473
 HW3473'RECOVERED 1988
 HW3473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3453 ***********************************************************************
 GX3453  DESIGNATION -  MIFFLIN
 GX3453  PID         -  GX3453
 GX3453  STATE/COUNTY-  WV/LOGAN
 GX3453  USGS QUAD   -  CLOTHIER (1989)
 GX3453
 GX3453                         *CURRENT SURVEY CONTROL
 GX3453  ___________________________________________________________________
 GX3453* NAD 83(1995)-  37 55 28.19519(N)    081 52 14.63333(W)     ADJUSTED  
 GX3453* NAVD 88     -       614.5    (meters)    2016.     (feet)  VERTCON   
 GX3453  ___________________________________________________________________
 GX3453  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 GX3453  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GX3453
 GX3453  HORZ ORDER  -  THIRD
 GX3453
 GX3453.The horizontal coordinates were established by classical geodetic methods
 GX3453.and adjusted by the National Geodetic Survey in April 1998..
 GX3453
 GX3453.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3453
 GX3453.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3453
 GX3453.The geoid height was determined by GEOID03.
 GX3453
 GX3453;                    North         East     Units Scale Factor Converg.
 GX3453;SPC WV S     -   102,967.871   523,449.201   MT  0.99993592   -0 32 17.8
 GX3453;UTM  17      - 4,197,795.459   423,473.064   MT  0.99967213   -0 32 06.7
 GX3453
 GX3453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3453!SPC WV S     -   0.99990860  x   0.99993592  =   0.99984452
 GX3453!UTM  17      -   0.99990860  x   0.99967213  =   0.99958076
 GX3453
 GX3453|---------------------------------------------------------------------|
 GX3453| PID    Reference Object                     Distance      Geod. Az  |
 GX3453|                                                           dddmmss.s |
 GX3453| DC4666 MIFFLIN RM 1                         17.650 METERS 06343     |
 GX3453| GX3455 BLAIR                               APPROX. 7.0 KM 1692109.4 |
 GX3453| DC4667 MIFFLIN RM 2                         17.650 METERS 25439     |
 GX3453|---------------------------------------------------------------------|
 GX3453
 GX3453                          SUPERSEDED SURVEY CONTROL
 GX3453
 GX3453  NAD 83(1995)-  37 55 28.19781(N)    081 52 14.63395(W) AD(       ) 3
 GX3453  NAD 83(1986)-  37 55 28.20276(N)    081 52 14.63948(W) AD(       ) 3
 GX3453  NAD 27      -  37 55 27.82810(N)    081 52 15.20300(W) AD(       ) 3
 GX3453  NGVD 29 (07/19/86)  614.7    (m)         2017.     (f) VERT ANG       
 GX3453
 GX3453.Superseded values are not recommended for survey control.
 GX3453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3453.See file dsdata.txt to determine how the superseded data were derived.
 GX3453
 GX3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB2347397795(NAD 83)
 GX3453_MARKER: DS = TRIANGULATION STATION DISK
 GX3453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3453
 GX3453  HISTORY     - Date     Condition        Report By
 GX3453  HISTORY     - 1957     MONUMENTED       CGS
 GX3453  HISTORY     - 1975     GOOD             NGS
 GX3453
 GX3453                          STATION DESCRIPTION
 GX3453
 GX3453'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3453'THE STATION IS APPROXIMATELY 7.5 MILES SOUTH OF MADISON, 2.0 MILES
 GX3453'NORTHWEST OF MIFFLIN AND ABOUT 0.2 MILES NORTH OF THE LOGAN-BOONE
 GX3453'COUNTY LINE.
 GX3453'
 GX3453'TO REACH FROM THE COURTHOUSE IN MADISON, GO SOUTH ON U. S. HIGHWAY
 GX3453'119 FOR 11.65 MILES TO THE CLOTHIER DEPOT ON THE RIGHT, CONTINUE
 GX3453'SOUTH ON U. S. HIGHWAY 119 FOR 0.4 MILE TO A STEEL BRIDGE, CROSS
 GX3453'BRIDGE AND CONTINUE FOR 0.45 MILE TO A SIDE ROAD RIGHT, JUST BEFORE
 GX3453'REACHING THREE HOUSES ON THE RIGHT PAINTED GRAY, (THIS POINT IS 1.6
 GX3453'MILES NORTH OF SHARPLES), TURN RIGHT AND CROSS WOODEN BRIDGE
 GX3453'AND RAILROAD TRACK, KEEP TO RIGHT ON DIRT ROAD UP GRADE FOR 0.15 MILE
 GX3453'TO A COAL WEIGHING SCALES ON THE RIGHT, TURN LEFT AND GO WEST ON THE
 GX3453'MAIN TRAVELED ROAD FOR 1.65 MILES TO A SIDE ROAD LEFT, TURN LEFT
 GX3453'FOR 0.25 MILE TO A TRACK ROAD LEFT, KEEP STRAIGHT AHEAD ON MAIN ROAD
 GX3453'FOR 1.5 MILES TO A SIDE ROAD RIGHT, CONTINUE ON MAIN ROAD FOR
 GX3453'0.35 MILE TO WHERE THE ROAD STARTS DOWN HILL, (THERE IS A 17 INCH
 GX3453'HICKORY TREE WITH A TRIANGLE BLAZE AT THIS POINT, ON THE LEFT) AND A
 GX3453'TRACK ROAD TO THE RIGHT, TURN RIGHT ON TRACK ROAD AND FOLLOW IT UP
 GX3453'HILL AND WEST ALONG RIDGE FOR 0.15 MILE TO THE HIGHEST POINT AND THE
 GX3453'STATION.
 GX3453'
 GX3453'STATION MARKS ARE STANDARD DISKS STAMPED MIFFLIN 1957.  THE SURFACE
 GX3453'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 GX3453'22 FEET NORTH OF A TRIANGLE BLAZE ON A HICKORY TREE AND 20 FEET
 GX3453'SOUTH-SOUTHWEST OF THE TRIANGLE BLAZE ON A LOCUST TREE.  THE MARK
 GX3453'IS SET IN THE CENTER OF A PIPE LINE RIGHT-OF-WAY.  THE UNDERGROUND
 GX3453'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 GX3453'THE SURFACE OF THE GROUND.  A STANDARD WITNESS POST WAS SET 3 FEET
 GX3453'EAST SOUTHEAST OF THE MARK.
 GX3453'
 GX3453'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MIFFLIN NO 1 1957, IS
 GX3453'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 GX3453'ON THE EAST SLOPE OF THE HILL AND IS ABOUT 2 FEET LOWER THAN THE
 GX3453'STATION, 44 FEET EAST-SOUTHEAST OF A TRIANGLE BLAZE ON A LOCUST
 GX3453'TREE AND 10.5 FEET SOUTH OF THE CENTER OF THE PIPE LINE RIGHT-OF-WAY.
 GX3453'
 GX3453'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MIFFLIN NO 2 1957, IS
 GX3453'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 GX3453'49 FEET WEST-NORTHWEST OF A TRIANGLE BLAZE ON A HICKORY TREE AND 5
 GX3453'FEET NORTH OF THE CENTER OF THE PIPE LINE RIGHT-OF-WAY.
 GX3453'
 GX3453'NO AZIMUTH MARK SET FOR THIS STATION.
 GX3453'
 GX3453'HEIGHT OF LIGHT ABOVE STATION MARK 26.17 METERS.
 GX3453
 GX3453                          STATION RECOVERY (1975)
 GX3453
 GX3453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GX3453'THE STATION MARK REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 GX3453'REFERENCE MARK 2 HAS BEEN HIT AND IS TILTED ABOUT 10 DEGREES.
 GX3453'
 GX3453'A COMPLETE NEW DESCRIPTION FOLLOWS.
 GX3453'
 GX3453'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF MADISON, 2.0 MILES
 GX3453'NORTHWEST OF MIFFLIN.
 GX3453'
 GX3453'TO REACH FROM THE AZPATA COAL CORPORATION OFFICE IN SHARPLES, GO WEST
 GX3453'ALONG THE SOUTH SIDE OF A SMALL STREAM FOR 0.8 MILE TO A FORK, TAKE
 GX3453'LEFT FORK, MAIN ROAD THROUGH A TIPPLER PLANT AND ALONG THE WEST
 GX3453'SIDE OF THE RAILROAD TRACKS FOR 0.8 MILE TO A GATE, PASS THROUGH
 GX3453'GATE AND GO WESTERLY PASSING A WAREHOUSE ON THE LEFT FOR 0.3 MILE
 GX3453'TO A WORK YARD, KEEP RIGHT PASSING A LARGE TIN BUILDING ON THE
 GX3453'LEFT, TAKE BLADED ROAD UP HILL FOR 1.2 MILES TO A FORK, TURN
 GX3453'SHARP LEFT UP HILL FOR 0.6 MILE TO A FORK, TAKE RIGHT FORK FOR 0.3
 GX3453'MILE TO DIM TRACK ROAD ON THE LEFT, TURN SHARP LEFT UP HILL FOR 0.1
 GX3453'MILE TO STATION IN THE CENTER OF THE ROAD.
 GX3453'
 GX3453'STATION MARK ARE STANDARD DISKS STAMPED MIFFLIN 1957.  THE SURFACE
 GX3453'DISK IS SET IN A SQUARE CONCRETE POST THAT PROJECT 3 INCHES.  IT IS
 GX3453'22 FEET NORTH OF A TRANGLE BLAZE ON A HICKORY TREE AND 20 FEET
 GX3453'SOUTH-SOUTHWEST OF THE TRIANGLE BLAZE ON A LOCUST TREE. THE MARK
 GX3453'IS SET IN THE CENTER OF A PIPE LINE RIGHT-OF-WAY.  THE UNDERGROUND
 GX3453'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE
 GX3453'SURFACE OF THE GROUND.  A 4 X 4 INCH WITNESS POST WAS SET 3 FEET
 GX3453'EAST-SOUTHEAST OF THE MARK.
 GX3453'
 GX3453'REFERENCE MARK 1.  A STANDARD DISK STAMPED MIFFLIN NO 1 1957, SET IN
 GX3453'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS ON
 GX3453'THE EAST SLOPE OF THE HILL AND IS ABOUT 2 FEET LOWER THAN THE
 GX3453'STATION, 44 FEET EAST-SOUTHEAST OF A TRIANGLE BLAZE ON A LOCUST
 GX3453'TREE AND 10 FEET SOUTH OF THE CENTER OF THE PIPE LINE RIGHT-OF-WAY.
 GX3453'
 GX3453'REFERENCE MARK 2, A STANDARD DISK STAMPED MIFFLIN NO 2 1957, SET
 GX3453'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 GX3453'49 FEET WEST-NORTHWEST OF A TRIANGLE BLAZE ON A HICKORY TREE AND 5
 GX3453'FEET NORTH OF THE CENTER OF THE PIPE LINE.
 GX3453'
 GX3453'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 GX3453'
 GX3453'IT IS SUGGESTED THAT YOU CONTACT THE ZAPATA COAL CORPORATION SURVEY
 GX3453'TEAM FOR THE BEST WAY TO REACH THIS STATION.
 GX3453'
 GX3453'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES SOUTH
 GX3453'OF MADISON.
 GX3453'
 GX3453'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2891 ***********************************************************************
 HX2891  DESIGNATION -  MIKE
 HX2891  PID         -  HX2891
 HX2891  STATE/COUNTY-  WV/GREENBRIER
 HX2891  USGS QUAD   -  LOBELIA (1995)
 HX2891
 HX2891                         *CURRENT SURVEY CONTROL
 HX2891  ___________________________________________________________________
 HX2891* NAD 83(1995)-  38 13 18.29438(N)    080 22 01.62034(W)     ADJUSTED  
 HX2891* NAVD 88     -      1296.7    (meters)    4254.     (feet)  VERTCON   
 HX2891  ___________________________________________________________________
 HX2891  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 HX2891  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HX2891
 HX2891  HORZ ORDER  -  SECOND
 HX2891
 HX2891.The horizontal coordinates were established by classical geodetic methods
 HX2891.and adjusted by the National Geodetic Survey in April 1998..
 HX2891
 HX2891.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2891
 HX2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2891
 HX2891.The geoid height was determined by GEOID03.
 HX2891
 HX2891;                    North         East     Units Scale Factor Converg.
 HX2891;SPC WV S     -   135,789.217   655,415.354   MT  0.99992589   +0 23 28.5
 HX2891;UTM  17      - 4,230,608.239   555,397.991   MT  0.99963780   +0 23 29.7
 HX2891
 HX2891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2891!SPC WV S     -   0.99980136  x   0.99992589  =   0.99972727
 HX2891!UTM  17      -   0.99980136  x   0.99963780  =   0.99943923
 HX2891
 HX2891|---------------------------------------------------------------------|
 HX2891| PID    Reference Object                     Distance      Geod. Az  |
 HX2891|                                                           dddmmss.s |
 HX2891| DC4668 MIKE RM 1                            20.257 METERS 00413     |
 HX2891| HX2892 MIKE KNOB LOOKOUT TOWER              14.683 METERS 02655     |
 HX2891| DC4669 MIKE RM 2                            20.970 METERS 09725     |
 HX2891| HX2888 BRIERY 2                            APPROX. 8.8 KM 1665737.2 |
 HX2891|---------------------------------------------------------------------|
 HX2891
 HX2891                          SUPERSEDED SURVEY CONTROL
 HX2891
 HX2891  NAD 83(1986)-  38 13 18.30158(N)    080 22 01.63620(W) AD(       ) 2
 HX2891  NAD 27      -  38 13 17.88330(N)    080 22 02.35410(W) AD(       ) 2
 HX2891  NGVD 29 (07/19/86) 1296.8    (m)         4255.     (f) VERT ANG       
 HX2891
 HX2891.Superseded values are not recommended for survey control.
 HX2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2891.See file dsdata.txt to determine how the superseded data were derived.
 HX2891
 HX2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC5539830608(NAD 83)
 HX2891_MARKER: DS = TRIANGULATION STATION DISK
 HX2891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2891
 HX2891  HISTORY     - Date     Condition        Report By
 HX2891  HISTORY     - 1961     MONUMENTED       CGS
 HX2891
 HX2891                          STATION DESCRIPTION
 HX2891
 HX2891'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2891'STATION IS LOCATED IN THE MONONGAHELA NATIONAL FOREST ON THE SUMMIT
 HX2891'OF MIKE KNOB AND
 HX2891'NEAR THE MIKE KNOB FIRE LOOKOUT TOWER, ABOUT 9-1/2 MILES
 HX2891'EAST OF RICHWOOD.  STATION, A
 HX2891'STANDARD DISK SET IN A 12 BY 12 INCH CONCRETE
 HX2891'MONUMENT AND STAMPED MIKE 1961 IS 33 FEET SOUTH
 HX2891'OF THE SOUTHWEST LEG OF
 HX2891'LOOKOUT TOWER, 13 FEET NORTH OF AN OAK TREE WITH TRIANGLE BLAZE
 HX2891'AND 2.0 FEET
 HX2891'NORTHWEST OF STEEL WITNESS POST WITH METAL SIGN.  THE MARK PROJECTS
 HX2891'4 INCHES.
 HX2891'
 HX2891'TO REACH FROM THE POST OFFICE IN RICHWOOD, GO EAST ON STATE HIGHWAY
 HX2891'NO. 39 FOR 7.3
 HX2891'MILES TO SIDE ROAD LEFT AND SIGN SUMMIT LAKE.  TURN LEFT
 HX2891'AND GO NORTHEASTERLY ON GRADED
 HX2891'ROAD FOR 2.15 MILES TO FORKS AT IRON GATE.
 HX2891'TAKE RIGHT FORK, PASS THROUGH GATE AND GO 0.85
 HX2891'MILE TO SIDE ROAD LEFT.
 HX2891'CONTINUE STRAIGHT AHEAD ON GRADED ROAD FOR 2.7 MILES TO FORKS.
 HX2891'TAKE RIGHT FORK AND GO
 HX2891'3.7 MILES TO REVERSED FORK.  TURN SHARP LEFT AND GO 0.45 MILE
 HX2891'TO FIRE LOOKOUT TOWER AT
 HX2891'SUMMIT OF MIKES KNOB AND STATION AS DESCRIBED.
 HX2891'
 HX2891'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12 BY 12 INCH CONCRETE
 HX2891'MONUMENT AND
 HX2891'STAMPED MIKE NO 1 1961 IS 38 FEET EAST OF THE NORTHEAST CORNER
 HX2891'OF CABIN, 13-1/2 FEET SOUTH OF
 HX2891'A 12 INCH TREE AND 12 FEET NORTHWEST OF THE
 HX2891'NORTHWEST LEG OF LOOKOUT TOWER.  THE MARK
 HX2891'PROJECTS 4 INCHES.
 HX2891'
 HX2891'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A ROUND CONCRETE
 HX2891'MONUMENT AND
 HX2891'STAMPED MIKE NO 2 1961 IS 53 FEET SOUTHEAST OF THE SOUTHEAST LEG OF
 HX2891'LOOKOUT TOWER AND 7
 HX2891'FEET SOUTHWEST OF A 12 INCH TREE.  THE MARK PROJECTS
 HX2891'12 INCHES.
 HX2891'
 HX2891'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 HX2891'
 HX2891'NOTE- KEY TO GATE MENTIONED ABOVE MAY BE OBTAINED FROM U.S. FOREST
 HX2891'SERVICE
 HX2891'HEADQUARTERS IN RICHWOOD.
 HX2891'
 HX2891'HEIGHT OF LIGHT ABOVE STATION MARK 22.02 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2892 ***********************************************************************
 HX2892  DESIGNATION -  MIKE KNOB LOOKOUT TOWER
 HX2892  PID         -  HX2892
 HX2892  STATE/COUNTY-  WV/GREENBRIER
 HX2892  USGS QUAD   -  LOBELIA (1995)
 HX2892
 HX2892                         *CURRENT SURVEY CONTROL
 HX2892  ___________________________________________________________________
 HX2892* NAD 83(1995)-  38 13 18.71898(N)    080 22 01.34701(W)     ADJUSTED  
 HX2892* NAVD 88     -                                                        
 HX2892  ___________________________________________________________________
 HX2892  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 HX2892  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HX2892
 HX2892  HORZ ORDER  -  THIRD
 HX2892
 HX2892.The horizontal coordinates were established by classical geodetic methods
 HX2892.and adjusted by the National Geodetic Survey in April 1998..
 HX2892
 HX2892
 HX2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2892
 HX2892.The geoid height was determined by GEOID03.
 HX2892
 HX2892;                    North         East     Units Scale Factor Converg.
 HX2892;SPC WV S     -   135,802.354   655,421.912   MT  0.99992589   +0 23 28.7
 HX2892;UTM  17      - 4,230,621.372   555,404.547   MT  0.99963780   +0 23 29.9
 HX2892
 HX2892                          SUPERSEDED SURVEY CONTROL
 HX2892
 HX2892  NAD 83(1986)-  38 13 18.72592(N)    080 22 01.36243(W) AD(       ) 4
 HX2892  NAD 27      -  38 13 18.30800(N)    080 22 02.08100(W) AD(       ) 3
 HX2892
 HX2892.Superseded values are not recommended for survey control.
 HX2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2892.See file dsdata.txt to determine how the superseded data were derived.
 HX2892
 HX2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC5540530621(NAD 83)
 HX2892_MARKER: 57 = LOOKOUT TOWER
 HX2892
 HX2892  HISTORY     - Date     Condition        Report By
 HX2892  HISTORY     - 1961     FIRST OBSERVED   CGS
 HX2892
 HX2892                          STATION DESCRIPTION
 HX2892
 HX2892'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2892'STATION IS LOCATED IN THE MONONGAHELA NATIONAL FOREST
 HX2892'AND ON THE SUMMIT
 HX2892'OF MIKE KNOB, ABOUT 9 MILES EAST OF RICHWOOD.  STATION
 HX2892'IS THE APEX OF A SQUARE WOOD CABIN
 HX2892'MOUNTED ON TOP OF A STEEL TOWER ABOUT
 HX2892'50 FEET HIGH.  THE POINT INTERSECTED WAS THE APEX OF
 HX2892'CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3035 ***********************************************************************
 HX3035  DESIGNATION -  MILE
 HX3035  PID         -  HX3035
 HX3035  STATE/COUNTY-  WV/KANAWHA
 HX3035  USGS QUAD   -  BLUE CREEK (1995)
 HX3035
 HX3035                         *CURRENT SURVEY CONTROL
 HX3035  ___________________________________________________________________
 HX3035* NAD 83(1995)-  38 26 53.86442(N)    081 26 33.98770(W)     ADJUSTED  
 HX3035* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 HX3035  ___________________________________________________________________
 HX3035  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 HX3035  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HX3035
 HX3035  HORZ ORDER  -  SECOND
 HX3035
 HX3035.The horizontal coordinates were established by classical geodetic methods
 HX3035.and adjusted by the National Geodetic Survey in April 1998..
 HX3035
 HX3035.The orthometric height was scaled from a topographic map.
 HX3035
 HX3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3035
 HX3035.The geoid height was determined by GEOID03.
 HX3035
 HX3035;                    North         East     Units Scale Factor Converg.
 HX3035;SPC WV S     -   160,837.952   561,350.584   MT  0.99993625   -0 16 25.4
 HX3035;UTM  17      - 4,255,649.090   461,363.345   MT  0.99961838   -0 16 31.2
 HX3035
 HX3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3035!SPC WV S     -   0.99995218  x   0.99993625  =   0.99988843
 HX3035!UTM  17      -   0.99995218  x   0.99961838  =   0.99957058
 HX3035
 HX3035|---------------------------------------------------------------------|
 HX3035| PID    Reference Object                     Distance      Geod. Az  |
 HX3035|                                                           dddmmss.s |
 HX3035| DC4671 MILE RM 1                             3.836 METERS 02227     |
 HX3035| DC4672 MILE RM 2                             4.846 METERS 12511     |
 HX3035| DC4670 MILE AZ MK                                         2730130.9 |
 HX3035|---------------------------------------------------------------------|
 HX3035
 HX3035                          SUPERSEDED SURVEY CONTROL
 HX3035
 HX3035  NAD 83(1986)-  38 26 53.87241(N)    081 26 33.99466(W) AD(       ) 2
 HX3035  NAD 27      -  38 26 53.52000(N)    081 26 34.56100(W) AD(       ) 2
 HX3035
 HX3035.Superseded values are not recommended for survey control.
 HX3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3035.See file dsdata.txt to determine how the superseded data were derived.
 HX3035
 HX3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6136355649(NAD 83)
 HX3035_MARKER: DS = TRIANGULATION STATION DISK
 HX3035_SETTING: 0 = UNSPECIFIED SETTING
 HX3035
 HX3035  HISTORY     - Date     Condition        Report By
 HX3035  HISTORY     - 1944     MONUMENTED       CGS
 HX3035
 HX3035                          STATION DESCRIPTION
 HX3035
 HX3035'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3035'STATION IS LOCATED
 HX3035'ABOUT 0.75 MILE E
 HX3035'OF THE VILLAGE OF BLUE CREEK, AT THE SW END OF
 HX3035'A WOODED HILL WITH RIM ROCK ON THE W
 HX3035'AND S EDGES.
 HX3035'
 HX3035'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 HX3035'HOLE IN A LARGE
 HX3035'BOULDER.  IT IS STAMPED MILE 1944.
 HX3035'
 HX3035'REFERENCE MARK 1 IS IN THE BOULDER AND ABOUT 2 FEET S OF
 HX3035'THE N EDGE OF THE
 HX3035'BOULDER.  IT IS A BRONZE REFERENCE DISK AND
 HX3035'IS STAMPED MILE NO 1 1944.
 HX3035'
 HX3035'REFERENCE MARK 2 IS IN THE BOULDER.  IT IS A BRONZE REFERENCE
 HX3035'DISK AND IS
 HX3035'STAMPED MILE NO 2 1944.
 HX3035'
 HX3035'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 119, 29
 HX3035'FEET N OF THE
 HX3035'APPROXIMATE CENTER LINE OF THE HIGHWAY, AND 4 FEET
 HX3035'S OF A WITNESS POST.  IT IS A
 HX3035'BRONZE AZIMUTH DISK CEMENTED IN A
 HX3035'DRILL HOLE AT THE TOP OF AN 8-FOOT STRIP OF
 HX3035'BEDROCK WHICH IS
 HX3035'EXPOSED BY THE HIGHWAY CUT.  IT IS STAMPED MILE 1944.
 HX3035'
 HX3035'TO REACH THE STATION FROM THE JUNCTION OF BLUE CREEK ROAD
 HX3035'AND U.S. HIGHWAY
 HX3035'119 (ABOUT 12 MILES NE OF CHARLESTON), GO SE ON
 HX3035'BLUE CREEK ROAD ACROSS A STEEL
 HX3035'BRIDGE FOR 0.75 MILE TO THE TOP
 HX3035'OF THE RIDGE, TURN SHARP LEFT ON A DIRT ROAD
 HX3035'LEADING TO A WHITE
 HX3035'HOUSE.  FOLLOW THE ROAD TO A POLE GATE ABOUT 50 YARDS NW OF THE
 HX3035'HOUSE.  PASS
 HX3035'THROUGH THE GATE AND CONTINUE FOR 0.3 MILE TO A
 HX3035'VERY SHARP TURN TO THE RIGHT.
 HX3035'TURN RIGHT UP A GRADE AND GO 0.3
 HX3035'MILE TO A POINT WHERE THE ROAD TURNS LEFT TO AN
 HX3035'OIL WELL.  AT
 HX3035'THIS CURVE A DIM TRAIL ROAD LEADS STRAIGHT AHEAD.  THIS IS THE
 HX3035'END OF TRUCK
 HX3035'TRAVEL.  FOLLOW THIS DIM TRAIL ROAD FOR ABOUT 0.15
 HX3035'MILE, THEN BEAR LEFT ON A FOOT
 HX3035'TRAIL FOR ABOUT 400 YARDS TO THE
 HX3035'TOP OF THE RIDGE.  BEAR RIGHT AND FOLLOW ALONG
 HX3035'THE RIDGE FOR 50
 HX3035'YARDS TO A LARGE OUTCROP OF BOULDERS.  A LONE PINE TREE GROWS
 HX3035'FROM THE
 HX3035'CENTER OF THE BOULDERS AND THE STATION IS ABOUT 5 FEET
 HX3035'NW OF THIS TREE.
 HX3035'
 HX3035'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF BLUE CREEK
 HX3035'ROAD AND U.S.
 HX3035'HIGHWAY 119, GO W ON HIGHWAY 119 FOR 0.2 MILE TO
 HX3035'THE MARK ON THE RIGHT.
 HX3035'
 HX3035'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3029 ***********************************************************************
 HX3029  DESIGNATION -  MILL
 HX3029  PID         -  HX3029
 HX3029  STATE/COUNTY-  WV/KANAWHA
 HX3029  USGS QUAD   -  QUICK (1976)
 HX3029
 HX3029                         *CURRENT SURVEY CONTROL
 HX3029  ___________________________________________________________________
 HX3029* NAD 83(1995)-  38 21 49.78710(N)    081 29 44.45902(W)     ADJUSTED  
 HX3029* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 HX3029  ___________________________________________________________________
 HX3029  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 HX3029  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 HX3029
 HX3029  HORZ ORDER  -  SECOND
 HX3029
 HX3029.The horizontal coordinates were established by classical geodetic methods
 HX3029.and adjusted by the National Geodetic Survey in April 1998..
 HX3029
 HX3029.The orthometric height was scaled from a topographic map.
 HX3029
 HX3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3029
 HX3029.The geoid height was determined by GEOID03.
 HX3029
 HX3029;                    North         East     Units Scale Factor Converg.
 HX3029;SPC WV S     -   151,486.024   556,682.126   MT  0.99993056   -0 18 23.1
 HX3029;UTM  17      - 4,246,300.201   456,696.115   MT  0.99962309   -0 18 27.5
 HX3029
 HX3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3029!SPC WV S     -   0.99994447  x   0.99993056  =   0.99987503
 HX3029!UTM  17      -   0.99994447  x   0.99962309  =   0.99956758
 HX3029
 HX3029|---------------------------------------------------------------------|
 HX3029| PID    Reference Object                     Distance      Geod. Az  |
 HX3029|                                                           dddmmss.s |
 HX3029| DC4676 MILL RM 1                            15.894 METERS 04305     |
 HX3029| HX3033 QUICK                               APPROX.10.2 KM 0731514.1 |
 HX3029| DC4675 MILL AZ MK                                         1600226.4 |
 HX3029| DC4677 MILL RM 2                            16.550 METERS 22312     |
 HX3029|---------------------------------------------------------------------|
 HX3029
 HX3029                          SUPERSEDED SURVEY CONTROL
 HX3029
 HX3029  NAD 83(1986)-  38 21 49.79535(N)    081 29 44.46566(W) AD(       ) 2
 HX3029  NAD 27      -  38 21 49.44000(N)    081 29 45.03300(W) AD(       ) 2
 HX3029
 HX3029.Superseded values are not recommended for survey control.
 HX3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3029.See file dsdata.txt to determine how the superseded data were derived.
 HX3029
 HX3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5669646300(NAD 83)
 HX3029_MARKER: DS = TRIANGULATION STATION DISK
 HX3029_SETTING: 0 = UNSPECIFIED SETTING
 HX3029
 HX3029  HISTORY     - Date     Condition        Report By
 HX3029  HISTORY     - 1944     MONUMENTED       CGS
 HX3029  HISTORY     - 1958     GOOD             CGS
 HX3029
 HX3029                          STATION DESCRIPTION
 HX3029
 HX3029'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3029'STATION IS LOCATED ON
 HX3029'A WOODED ROCKY
 HX3029'KNOB, ABOUT 7-1/2 MILES ENE OF CHARLESTON, ABOUT 4
 HX3029'MILES S OF CHIMNEY, ON LAND OWNED
 HX3029'BY PAT HARMON.  IT IS 11 FEET S
 HX3029'OF A 12-INCH OAK TREE AND 11 FEET E OF A 10-INCH OAK
 HX3029'TREE.  THE
 HX3029'DISK IS STAMPED MILL 1944.
 HX3029'
 HX3029'SURFACE-STATION MARK AND REFERENCE MARKS ARE BRONZE DISKS
 HX3029'SET IN CONCRETE AT
 HX3029'THE CENTERS OF THE TOPS OF TILES.  UNDERGROUND
 HX3029'MARK AND AZIMUTH MARK ARE BRONZE
 HX3029'DISKS SET IN CONCRETE.
 HX3029'
 HX3029'REFERENCE MARK 1 IS STAMPED MILL NO 1 1944.
 HX3029'
 HX3029'REFERENCE MARK 2 IS 25 FEET SW OF A 20-INCH (CROOKED TRUNK)
 HX3029'ASH TREE AND IS
 HX3029'STAMPED MILL NO 2 1944.
 HX3029'
 HX3029'AZIMUTH MARK IS NEAR AN OLD HOUSE, 66 FEET E OF THE SE CORNER
 HX3029'OF THE HOUSE, 41
 HX3029'FEET W OF THE CENTER LINE OF THE ROAD, 1
 HX3029'FOOT N OF A FENCE, AND 5 FEET W OF
 HX3029'A WITNESS POST.  IT IS
 HX3029'STAMPED MILL 1944.
 HX3029'
 HX3029'TO REACH THE STATION FROM THE SE JCT. OF U.S. HIGHWAYS 119
 HX3029'AND 60 AND 21 AT
 HX3029'CHARLESTON, GO SE ON LATTER HIGHWAY FOR 2.2
 HX3029'MILES TO GREENBRIER AVENUE, TURN N
 HX3029'ON GREENBRIER AVENUE FOR 0.2
 HX3029'MILE, MAKE SHORT JOG LEFT, THEN RIGHT AND GO 2.7
 HX3029'MILES TO A T-
 HX3029'ROAD RIGHT, TURN RIGHT AND GO 0.4 MILE TO A FORKS, TAKE LEFT FORK
 HX3029'AND GO 2.6 MILES
 HX3029'TO A FORK, TAKE LEFT FORK AFTER CROSSING SMALL
 HX3029'WOODEN BRIDGE AND GO 0.6 MILE TO
 HX3029'PITTMANS STORE ON THE RIGHT.
 HX3029'CONTINUE 0.6 MILE, TAKE LEFT FORK AND FOLLOW MAIN
 HX3029'ROAD FOR 1.95
 HX3029'MILES TO A POINT WHERE MAIN ROAD TURNS RIGHT AND AN OLD ROAD LEFT,
 HX3029'TURN LEFT ON OLD
 HX3029'ROAD AND GO 0.25 MILE TO A FORK, TAKE LEFT FORK
 HX3029'AND GO 0.3 MILE TO AN OLD HOUSE ON
 HX3029'THE LEFT AND THE AZIMUTH MARK
 HX3029'ON THE LEFT.  CONTINUE 0.1 MILE TO WHERE ROAD TURNS
 HX3029'INTO THE
 HX3029'WOODS JUST BEFORE REACHING AN OLD UNPAINTED HOUSE, CONTINUE
 HX3029'THROUGH WOODS,
 HX3029'KEEPING RIGHT FORK, FOR 0.15 MILE TO A ROCKY LEDGE
 HX3029'ON THE LEFT AND END OF TRUCK
 HX3029'TRAVEL.  FROM HERE PACK ABOUT 75
 HX3029'YARDS UP HILL TO THE HIGHEST POINT AND STATION.
 HX3029'
 HX3029'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HX3029
 HX3029                          STATION RECOVERY (1958)
 HX3029
 HX3029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3029'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HX3029'RECOVERED IN GOOD
 HX3029'CONDITION.  THE ANGLE BETWEEN REFERENCE MARKS 1
 HX3029'AND 2 WAS FOUND TO BE 179 DEG 49 MIN
 HX3029'20 SEC AGAINST THE PREVIOUS OBSERVATION
 HX3029'OF 179 DEG 52 MIN 56 SEC.  OBSERVATIONS COULD NOT BE
 HX3029'TAKEN TO THE AZIMUTH
 HX3029'MARK AS THE LINE OF SIGHT IS HEAVILY TIMBERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1522 ***********************************************************************
 HX1522  DESIGNATION -  MILL CREEK
 HX1522  PID         -  HX1522
 HX1522  STATE/COUNTY-  WV/BRAXTON
 HX1522  USGS QUAD   -  HEROLD (1976)
 HX1522
 HX1522                         *CURRENT SURVEY CONTROL
 HX1522  ___________________________________________________________________
 HX1522* NAD 83(1986)-  38 37 07.     (N)    080 51 25.     (W)     SCALED    
 HX1522* NAVD 88     -       248.316  (meters)     814.68   (feet)  ADJUSTED  
 HX1522  ___________________________________________________________________
 HX1522  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HX1522  DYNAMIC HT  -         248.148 (meters)     814.13  (feet)  COMP
 HX1522  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 HX1522
 HX1522  VERT ORDER  -  SECOND    CLASS 0
 HX1522
 HX1522.The horizontal coordinates were scaled from a topographic map and have
 HX1522.an estimated accuracy of +/- 6 seconds.
 HX1522
 HX1522.The orthometric height was determined by differential leveling
 HX1522.and adjusted by the National Geodetic Survey in June 1991..
 HX1522
 HX1522.The geoid height was determined by GEOID03.
 HX1522
 HX1522.The dynamic height is computed by dividing the NAVD 88
 HX1522.geopotential number by the normal gravity value computed on the
 HX1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1522.degrees latitude (g = 980.6199 gals.).
 HX1522
 HX1522.The modeled gravity was interpolated from observed gravity values.
 HX1522
 HX1522;                    North         East    Units  Estimated Accuracy
 HX1522;SPC WV S     -   179,660.      612,460.      MT  (+/- 180 meters Scaled)
 HX1522
 HX1522                          SUPERSEDED SURVEY CONTROL
 HX1522
 HX1522  NGVD 29 (??/??/92)  248.500  (m)          815.29   (f) ADJ UNCH    2 0
 HX1522
 HX1522.Superseded values are not recommended for survey control.
 HX1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1522.See file dsdata.txt to determine how the superseded data were derived.
 HX1522
 HX1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC124744(NAD 83)
 HX1522_MARKER: Q = CHISELED SQUARE
 HX1522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1522_SP_SET: ABUTMENT
 HX1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1522
 HX1522  HISTORY     - Date     Condition        Report By
 HX1522  HISTORY     - UNK      MONUMENTED       RBNF
 HX1522  HISTORY     - 1934     GOOD             NGS
 HX1522
 HX1522                          STATION DESCRIPTION
 HX1522
 HX1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1522'1.5 MI SW FROM FRAMETOWN.
 HX1522'1.5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1522'THE STATION AT FRAMETOWN, BRAXTON COUNTY, AT THE FLAG STOP AT
 HX1522'ROCKTON, 28 RAILS WEST OF MILEPOST C 82, AT BRIDGE 816 OVER
 HX1522'UPPER CREEK, IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT,
 HX1522'9 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE
 HX1522'TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2862 ***********************************************************************
 HX2862  DESIGNATION -  MILLER
 HX2862  PID         -  HX2862
 HX2862  STATE/COUNTY-  WV/WEBSTER
 HX2862  USGS QUAD   -  DIANA (1982)
 HX2862
 HX2862                         *CURRENT SURVEY CONTROL
 HX2862  ___________________________________________________________________
 HX2862* NAD 83(1995)-  38 30 18.01460(N)    080 24 24.89914(W)     ADJUSTED  
 HX2862* NAVD 88     -       852.8    (meters)    2798.     (feet)  VERTCON   
 HX2862  ___________________________________________________________________
 HX2862  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 HX2862  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HX2862
 HX2862  HORZ ORDER  -  THIRD
 HX2862
 HX2862.The horizontal coordinates were established by classical geodetic methods
 HX2862.and adjusted by the National Geodetic Survey in April 1998..
 HX2862
 HX2862.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2862
 HX2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2862
 HX2862.The geoid height was determined by GEOID03.
 HX2862
 HX2862;                    North         East     Units Scale Factor Converg.
 HX2862;SPC WV S     -   167,205.700   651,729.350   MT  0.99994128   +0 21 59.9
 HX2862;UTM  17      - 4,262,015.319   551,712.258   MT  0.99963293   +0 22 09.3
 HX2862
 HX2862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2862!SPC WV S     -   0.99987107  x   0.99994128  =   0.99981236
 HX2862!UTM  17      -   0.99987107  x   0.99963293  =   0.99950405
 HX2862
 HX2862:                Primary Azimuth Mark                     Grid Az
 HX2862:SPC WV S     -  MILLER AZ MK                             037 47 21.8
 HX2862:UTM  17      -  MILLER AZ MK                             037 47 12.4
 HX2862
 HX2862|---------------------------------------------------------------------|
 HX2862| PID    Reference Object                     Distance      Geod. Az  |
 HX2862|                                                           dddmmss.s |
 HX2862| DC4681 MILLER AZ MK                                       0380921.7 |
 HX2862| HX2861 POTATO 2 USFS 1961                  APPROX. 9.7 KM 0760758.7 |
 HX2862| DC4682 MILLER RM 1                          15.912 METERS 12439     |
 HX2862| DC4683 MILLER RM 2                          17.251 METERS 19756     |
 HX2862|---------------------------------------------------------------------|
 HX2862
 HX2862                          SUPERSEDED SURVEY CONTROL
 HX2862
 HX2862  NAD 83(1986)-  38 30 18.02078(N)    080 24 24.91158(W) AD(       ) 3
 HX2862  NAD 27      -  38 30 17.62910(N)    080 24 25.63030(W) AD(       ) 3
 HX2862  NGVD 29 (07/19/86)  853.0    (m)         2799.     (f) VERT ANG       
 HX2862
 HX2862.Superseded values are not recommended for survey control.
 HX2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2862.See file dsdata.txt to determine how the superseded data were derived.
 HX2862
 HX2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC5171262015(NAD 83)
 HX2862_MARKER: DS = TRIANGULATION STATION DISK
 HX2862_SETTING: 66 = SET IN ROCK OUTCROP
 HX2862
 HX2862  HISTORY     - Date     Condition        Report By
 HX2862  HISTORY     - 1961     MONUMENTED       CGS
 HX2862  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 HX2862  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX2862
 HX2862                          STATION DESCRIPTION
 HX2862
 HX2862'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2862'STATION IS LOCATED ON THE SUMMIT OF A LOW HILL THAT IS KNOWN LOCALLY
 HX2862'AS MILLER KNOB,
 HX2862'ABOUT 1 MILE NORTH OF WEBSTER SPRINGS.  IT IS ON THE BARE
 HX2862'PART OF THE HILL.
 HX2862'
 HX2862'STATION IS REACHED FROM THE COURT HOUSE IN WEBSTER SPRINGS.  GO WEST
 HX2862'ON MAIN STREET FOR
 HX2862'0.15 MILE TO THE WEST END OF A BRIDGE WHICH SPANS THE
 HX2862'ELK RIVER AND THE JUNCTION WITH STATE
 HX2862'HIGHWAY 20.  TURN RIGHT AND GO NORTH
 HX2862'ON HIGHWAY 20 FOR 2.0 MILES, TOP OF MOUNTAIN AND SIDE
 HX2862'ROAD RIGHT.  TURN
 HX2862'RIGHT AND GO EASTERLY, ON FAIRVIEW ROAD PASSING THE LAUREL MOUNTAIN
 HX2862'CHURCH FOR 1.0 MILE,
 HX2862'TOP OF HILL AND SIDE ROAD RIGHT.  (CONTINUE STRAIGHT AHEAD
 HX2862'FOR 0.25 MILE TO THE AZIMUTH
 HX2862'MARK ON THE RIGHT).  TURN SHARP RIGHT AND
 HX2862'FOLLOW A GRAVELED ROAD FOR 0.3 MILE, TOP OF A
 HX2862'HILL AND STATION ON THE LEFT.
 HX2862'
 HX2862'STATION IS A STANDARD DISK, STAMPED MILLER 1961, CEMENTED IN A DRILL
 HX2862'HOLE, IN THE TOP
 HX2862'OF OUTCROPPING BEDROCK AND FLUSH WITH THE SURFACE OF THE
 HX2862'GROUND.  IT IS 100 FEET EAST OF THE
 HX2862'CENTER OF A GRAVELED ROAD AND 46 FEET
 HX2862'NORTH OF A FENCE LINE.
 HX2862'
 HX2862'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MILLER NO 1 1961,
 HX2862'SET IN THE TOP OF
 HX2862'A ROUND CONCRETE MONUMENT AND IS FLUSH WITH THE SURFACE
 HX2862'OF THE GROUND.  IT IS 1.5 FEET
 HX2862'NORTHWEST OF THE FENCE LINE.
 HX2862'
 HX2862'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MILLER NO 2 1961,
 HX2862'SET IN THE TOP OF
 HX2862'A ROUND CONCRETE MONUMENT AND IS FLUSH WITH THE SURFACE
 HX2862'OF THE GROUND.  IT IS 1 FOOT
 HX2862'NORTHWEST OF THE FENCE LINE, 2.5 FEET WEST OF
 HX2862'A METAL WITNESS POST AND 37 FEET NORTHEAST OF
 HX2862'THE CENTER OF THE ROAD.
 HX2862'
 HX2862'AZIMUTH MARK IS A STANDARD DISK, STAMPED MILLER 1961, SET IN THE TOP
 HX2862'OF A SQUARE
 HX2862'CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES.  IT IS 18 FEET
 HX2862'SOUTHWEST OF THE CENTER OF A
 HX2862'ROAD, 3.5 FEET SOUTH OF A METAL WITNESS POST,
 HX2862'19 FEET WEST OF A 14-INCH MAPLE TREE AND IS
 HX2862'ABOUT 4 FEET LOWER ELEVATION
 HX2862'THAN THE ROAD BED.
 HX2862'
 HX2862'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HX2862
 HX2862                          STATION RECOVERY (1974)
 HX2862
 HX2862'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (RBL)
 HX2862'(REF.) MILLER NO. 1, 1961 MONUMENT IN PLACE WITH METAL WITNESS
 HX2862'POST.
 HX2862'
 HX2862'(REF.) MILLER NO. 2, 1961 MONUMENT IN PLACE, METAL WITNESS POST
 HX2862'REMOVED.
 HX2862'
 HX2862'UNABLE TO RECOVER MILLER STATION USING TRIANGULATION FROM REFERENCE
 HX2862'MARKS AND METAL LOCATOR.  AREA HAS BEEN EXCAVATED FOR HOME SITE.
 HX2862'
 HX2862'WITNESS POST AT NO. 2 RECOVERED AND RESET.
 HX2862'
 HX2862'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF WEBSTER
 HX2862'SPRINGS.
 HX2862
 HX2862                          STATION RECOVERY (1976)
 HX2862
 HX2862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HX2862'THE STATION MARK WAS DESTROYED BY THE CONSTRUCTION OF A HOUSE.  THE
 HX2862'MARK PLOTS VERY NEAR WHERE THE SOUTH FOUNDATION OF THE HOUSE NOW
 HX2862'SETS.  REFERENCE MARK ONE IS EITHER DESTROYED OR COVERED OVER WITH
 HX2862'ABOUT 5 FEET OF ROCKS AND CEMENT.  REFERENCE MARK TWO WAS
 HX2862'RECOVERED AND FOUND IN GOOD CONDITION 57 FEET SOUTH OF THE SOUTH
 HX2862'SIDE OF MR.  MILLERS HOME.  A SEARCH WAS MADE FOR THE AZIMUTH AND
 HX2862'NO EVIDENCE OF IT WAS FOUND.  IT IS BELIEVED THE MARK IS UNDER SOME
 HX2862'FILL FROM THE WIDENING OF THE ROAD NEAR THE MARK.  MR. MILLERS
 HX2862'HOME IS DIRECTLY ON LINE TO THE AZIMUTH MARK.
 HX2862'
 HX2862'IT IS NOT POSSIBLE TO RETURN THIS STATION AT THIS DATE.  THERE IS
 HX2862'NO OBJECTS VISIBLE FROM THE GROUND AND THE STATION IS VERY NEAR THE
 HX2862'HOUSE.
 HX2862'
 HX2862'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 HX2862'WEBSTER SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3038 ***********************************************************************
 HX3038  DESIGNATION -  MILLIKEN
 HX3038  PID         -  HX3038
 HX3038  STATE/COUNTY-  WV/KANAWHA
 HX3038  USGS QUAD   -  BIG CHIMNEY (1976)
 HX3038
 HX3038                         *CURRENT SURVEY CONTROL
 HX3038  ___________________________________________________________________
 HX3038* NAD 83(1995)-  38 23 47.42587(N)    081 32 37.48696(W)     ADJUSTED  
 HX3038* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 HX3038  ___________________________________________________________________
 HX3038  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 HX3038  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HX3038
 HX3038  HORZ ORDER  -  FIRST
 HX3038
 HX3038.The horizontal coordinates were established by classical geodetic methods
 HX3038.and adjusted by the National Geodetic Survey in April 1998..
 HX3038
 HX3038.The orthometric height was scaled from a topographic map.
 HX3038
 HX3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3038
 HX3038.The geoid height was determined by GEOID03.
 HX3038
 HX3038;                    North         East     Units Scale Factor Converg.
 HX3038;SPC WV S     -   155,136.582   552,503.185   MT  0.99993250   -0 20 10.1
 HX3038;UTM  17      - 4,249,949.743   452,518.542   MT  0.99962776   -0 20 15.8
 HX3038
 HX3038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3038!SPC WV S     -   0.99995626  x   0.99993250  =   0.99988876
 HX3038!UTM  17      -   0.99995626  x   0.99962776  =   0.99958404
 HX3038
 HX3038|---------------------------------------------------------------------|
 HX3038| PID    Reference Object                     Distance      Geod. Az  |
 HX3038|                                                           dddmmss.s |
 HX3038| DC4686 MILLIKEN RM 1                        18.770 METERS 09955     |
 HX3038| DC4685 MILLIKEN AZ MK                                     2912234.2 |
 HX3038| DC4687 MILLIKEN RM 2                        19.170 METERS 29153     |
 HX3038|---------------------------------------------------------------------|
 HX3038
 HX3038                          SUPERSEDED SURVEY CONTROL
 HX3038
 HX3038  NAD 83(1995)-  38 23 47.43346(N)    081 32 37.49334(W) AD(       ) 1
 HX3038  NAD 83(1986)-  38 23 47.43400(N)    081 32 37.49347(W) AD(       ) 1
 HX3038  NAD 27      -  38 23 47.08200(N)    081 32 38.05200(W) AD(       ) 1
 HX3038
 HX3038.Superseded values are not recommended for survey control.
 HX3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3038.See file dsdata.txt to determine how the superseded data were derived.
 HX3038
 HX3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5251949950(NAD 83)
 HX3038_MARKER: DS = TRIANGULATION STATION DISK
 HX3038_SETTING: 0 = UNSPECIFIED SETTING
 HX3038
 HX3038  HISTORY     - Date     Condition        Report By
 HX3038  HISTORY     - 1944     MONUMENTED       CGS
 HX3038  HISTORY     - 1970     GOOD             LOCENG
 HX3038
 HX3038                          STATION DESCRIPTION
 HX3038
 HX3038'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3038'STATION IS LOCATED ABOUT 6 MILES NE OF CHARLESTON, 12 MILES SW OF
 HX3038'CLENDENIN, ABOUT 0.75
 HX3038'MILE S OF THE VILLAGE OF BIG CHIMNEY, ABOUT MIDWAY BETWEEN
 HX3038'MILL CREEK AND THE ELK RIVER,
 HX3038'ON PROPERTY OWNED BY C.M.
 HX3038'SLACK WHO LIVES IN CHARLESTON.
 HX3038'
 HX3038'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3038'DISKS SET IN
 HX3038'CONCRETE.
 HX3038'
 HX3038'REFERENCE MARK 1 IS STAMPED MILLIKEN NO 1 1944 AND PROJECTS
 HX3038'ABOUT 6 INCHES.
 HX3038'
 HX3038'REFERENCE MARK 2 IS STAMPED MILLIKEN NO 2 1944 AND PROJECTS
 HX3038'ABOUT 8 INCHES.
 HX3038'
 HX3038'AZIMUTH MARK IS 0.75 MILE (AIR LINE) W OF THE STATION, ABOUT
 HX3038'200 FEET WNW OF A
 HX3038'SIGN READING MILL CREEK CHARLESTON, AND 29.5
 HX3038'FEET N OF THE CENTER LINE OF A
 HX3038'MACADAM ROAD.  IT IS NEAR A 4- BY
 HX3038'4-INCH WHITE WOODEN WITNESS POST.  IT IS STAMPED
 HX3038'MILLIKEN 1944
 HX3038'AND PROJECTS ABOUT 4 INCHES.
 HX3038'
 HX3038'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119
 HX3038'AND A MACADAM RAD
 HX3038'IN THE VILLAGE OF BIG CHIMNEY AT A SIGN READING
 HX3038'QUICK 10 COCO 9, TURN RIGHT ON
 HX3038'SURFACED ROAD AND GO 0.3
 HX3038'MILE TO A T-JUNCTION JUST AFTER CROSSING THE
 HX3038'RAILROAD TRACKS AND
 HX3038'A BRIDGE.  TURN RIGHT AND GO 1.25 MILES TO A DIRT T-ROAD LEFT
 HX3038'AT A SIGN
 HX3038'MILL CREEK (AZIMUTH MARK IS ABOUT 200 FEET STRAIGHT
 HX3038'AHEAD ON THE RIGHT).
 HX3038'TURN LEFT AND GO 0.5 MILE TO AN OLD TWO-STORY
 HX3038'HOUSE ON THE RIGHT AND A GATE ON THE
 HX3038'LEFT, PASS THROUGH
 HX3038'THE GATE AND FOLLOW WOODS ROAD E AROUND THE BASE OF THE
 HX3038'HILL,
 HX3038'THENCE N ALONG THE RIDGE UNTIL THE MAIN ROAD BEARS ALONG THE S
 HX3038'SIDE OF THE RIDGE.
 HX3038'LEAVE THE MAIN ROAD AT THIS POINT AND PROCEED
 HX3038'ALONG THE TOP OF THE RIDGE TO THE
 HX3038'HIGHEST POINT AND THE STATION.
 HX3038'
 HX3038'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HX3038
 HX3038                          STATION RECOVERY (1970)
 HX3038
 HX3038'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (LL)
 HX3038'MILLIKEN 1944 STA AND RMS RECOVERED GOOD.  AZ. MARK NOT LOOKED FOR
 HX3038'STA AND AZ MARK REC. GOOD AND ARE INTERVISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2898 ***********************************************************************
 HX2898  DESIGNATION -  MILLS
 HX2898  PID         -  HX2898
 HX2898  STATE/COUNTY-  WV/WEBSTER
 HX2898  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX2898
 HX2898                         *CURRENT SURVEY CONTROL
 HX2898  ___________________________________________________________________
 HX2898* NAD 83(1995)-  38 22 12.48855(N)    080 29 39.43125(W)     ADJUSTED  
 HX2898* NAVD 88     -       878.7    (meters)    2883.     (feet)  VERTCON   
 HX2898  ___________________________________________________________________
 HX2898  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 HX2898  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX2898
 HX2898  HORZ ORDER  -  THIRD
 HX2898
 HX2898.The horizontal coordinates were established by classical geodetic methods
 HX2898.and adjusted by the National Geodetic Survey in April 1998..
 HX2898
 HX2898.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2898
 HX2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2898
 HX2898.The geoid height was determined by GEOID03.
 HX2898
 HX2898;                    North         East     Units Scale Factor Converg.
 HX2898;SPC WV S     -   152,190.683   644,190.612   MT  0.99993091   +0 18 45.5
 HX2898;UTM  17      - 4,247,004.663   544,176.341   MT  0.99962403   +0 18 50.1
 HX2898
 HX2898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2898!SPC WV S     -   0.99986699  x   0.99993091  =   0.99979791
 HX2898!UTM  17      -   0.99986699  x   0.99962403  =   0.99949107
 HX2898
 HX2898|---------------------------------------------------------------------|
 HX2898| PID    Reference Object                     Distance      Geod. Az  |
 HX2898|                                                           dddmmss.s |
 HX2898| DC4688 MILLS RM 1                           24.220 METERS 10947     |
 HX2898| DC4689 MILLS RM 2                           24.900 METERS 20024     |
 HX2898| HX2903 COTTLE                              APPROX.13.4 KM 2651146.6 |
 HX2898|---------------------------------------------------------------------|
 HX2898
 HX2898                          SUPERSEDED SURVEY CONTROL
 HX2898
 HX2898  NAD 83(1986)-  38 22 12.49562(N)    080 29 39.44412(W) AD(       ) 3
 HX2898  NAD 27      -  38 22 12.09550(N)    080 29 40.13700(W) AD(       ) 3
 HX2898  NGVD 29 (07/19/86)  878.8    (m)         2883.     (f) VERT ANG       
 HX2898
 HX2898.Superseded values are not recommended for survey control.
 HX2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2898.See file dsdata.txt to determine how the superseded data were derived.
 HX2898
 HX2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC4417647005(NAD 83)
 HX2898_MARKER: DS = TRIANGULATION STATION DISK
 HX2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HX2898
 HX2898  HISTORY     - Date     Condition        Report By
 HX2898  HISTORY     - 1961     MONUMENTED       CGS
 HX2898
 HX2898                          STATION DESCRIPTION
 HX2898
 HX2898'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2898'STATION IS LOCATED ON THE SOUTHEAST SIDE OF A CULTIVATED FIELD, ON
 HX2898'PROPERTY OF MR.
 HX2898'SHERMAN MILLS AND ABOUT 100 YARDS WEST-NORTHWEST OF MR.
 HX2898'MILLS HOUSE, ABOUT 9 MILES
 HX2898'SOUTHWEST OF WEBSTER SPRINGS, 6 MILES EAST OF
 HX2898'CAMDEN ON GAULEY AND ABOUT 0.5 MILE NORTH OF
 HX2898'THE MILLS CHURCH AND SCHOOL.
 HX2898'IT IS 5.6 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 34 FEET
 HX2898'SOUTHEAST OF A FENCE
 HX2898'CORNER AND 2.8 FEET WEST OF A FENCE LINE.  THE MARK IS A
 HX2898'STANDARD DISK STAMPED MILLS
 HX2898'1961 AND IS 8 INCHES BELOW THE SURFACE OF THE
 HX2898'GROUND.
 HX2898'
 HX2898'TO REACH THE STATION FROM THE POST OFFICE IN CAMDEN ON GAULEY.  GO
 HX2898'EAST ON STATE
 HX2898'HIGHWAY 20 FOR 0.15 MILE TO FORK, KEEP RIGHT AND CONTINUE
 HX2898'EAST ON THE GAULEY MILLS ROAD
 HX2898'FOR 0.4 MILE TO A STEEL BRIDGE ON THE RIGHT
 HX2898'WHICH SPANS GAULEY RIVER, CROSS BRIDGE, TURN
 HX2898'LEFT AND CONTINUE EASTERLY
 HX2898'ON A MACADAM SURFACED ROAD FOR 1.6 MILES TO FORK, KEEP LEFT AND
 HX2898'GO 2.6 MILES TO
 HX2898'ANOTHER FORK, KEEP LEFT AND CONTINUE FOR 0.2 MILE TO A SIDE ROAD
 HX2898'ON LEFT.  TURN LEFT, DOWN
 HX2898'HILL AND GO 0.8 MILE TO A SMALL WOODEN BRIDGE,
 HX2898'CROSS BRIDGE AND GO UP HILL ON A ROUGH ROCK
 HX2898'BASE ROAD FOR 1.2 MILES TO A
 HX2898'SMALL STUCCO SCHOOL BUILDING ON RIGHT, CONTINUE STRAIGHT AHEAD
 HX2898'FOR 2.5 MILES TO A
 HX2898'T-ROAD JUNCTION AND SIGN DYER 3 RICHWOOD 16.  TURN LEFT AND
 HX2898'GO 0.5 MILE TO A FORK AND
 HX2898'SIGN MILLS MT. CHURCH APP 1-1/2 MI, BEAR LEFT
 HX2898'AND GO 1.2 MILES TO THE MILLS CHURCH AND
 HX2898'SCHOOL ON THE RIGHT.  CONTINUE
 HX2898'STRAIGHT AHEAD FOR 0.4 MILE TO A RAIL FENCE AND FARM ROAD
 HX2898'ON THE LEFT.  TURN
 HX2898'LEFT AND GO .05 MILE TO MR. MILLS DRIVE ON RIGHT, BEAR RIGHT FOR
 HX2898'ABOUT 200 FEET TO HIS
 HX2898'HOUSE.  PASS THROUGH BARN YARD AND 3 GATES, THENCE
 HX2898'LEFT FOLLOWING ALONG FENCE LINE FOR
 HX2898'ABOUT 50 YARDS TO STATION ON LEFT.
 HX2898'
 HX2898'REFERENCE MARK NO. 1 IS 82 FEET SOUTHWEST OF THE METAL WITNESS POST,
 HX2898'42 FEET EAST OF A
 HX2898'T-FENCE CORNER AND 1.5 FEET NORTHEAST OF A FENCE LINE.
 HX2898'THE MARK IS A STANDARD DISK STAMPED
 HX2898'MILLS NO 1 1961 AND IS FLUSH WITH THE
 HX2898'GROUND.
 HX2898'
 HX2898'REFERENCE MARK NO. 2 IS 87 FEET SOUTH-SOUTHWEST OF THE METAL WITNESS
 HX2898'POST, 74 FEET WEST
 HX2898'OF THE T-FENCE CORNER AND 2 FEET NORTHEAST OF A RAIL
 HX2898'FENCE.  THE MARK IS A STANDARD DISK
 HX2898'STAMPED MILLS NO 2 1961 AND IS FLUSH
 HX2898'WITH THE GROUND.
 HX2898'
 HX2898'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3144 ***********************************************************************
 GY3144  DESIGNATION -  MILLSTONE
 GY3144  PID         -  GY3144
 GY3144  STATE/COUNTY-  WV/MINGO
 GY3144  USGS QUAD   -  MYRTLE (1976)
 GY3144
 GY3144                         *CURRENT SURVEY CONTROL
 GY3144  ___________________________________________________________________
 GY3144* NAD 83(1995)-  37 49 55.76544(N)    082 11 06.83794(W)     ADJUSTED  
 GY3144* NAVD 88     -       546.0    (meters)    1791.     (feet)  VERTCON   
 GY3144  ___________________________________________________________________
 GY3144  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 GY3144  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GY3144
 GY3144  HORZ ORDER  -  THIRD
 GY3144
 GY3144.The horizontal coordinates were established by classical geodetic methods
 GY3144.and adjusted by the National Geodetic Survey in April 1998..
 GY3144
 GY3144.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3144
 GY3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3144
 GY3144.The geoid height was determined by GEOID03.
 GY3144
 GY3144;                    North         East     Units Scale Factor Converg.
 GY3144;SPC WV S     -    93,026.616   495,669.910   MT  0.99994447   -0 43 57.7
 GY3144;UTM  17      - 4,187,854.484   395,701.147   MT  0.99973398   -0 43 37.3
 GY3144
 GY3144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3144!SPC WV S     -   0.99991935  x   0.99994447  =   0.99986382
 GY3144!UTM  17      -   0.99991935  x   0.99973398  =   0.99965335
 GY3144
 GY3144|---------------------------------------------------------------------|
 GY3144| PID    Reference Object                     Distance      Geod. Az  |
 GY3144|                                                           dddmmss.s |
 GY3144| DB9740 MILLSTONE RM 1                       19.487 METERS 01037     |
 GY3144| GY3142 CABIN HILL                          APPROX. 8.7 KM 0772957.4 |
 GY3144| DB9741 MILLSTONE RM 2                       14.592 METERS 26628     |
 GY3144|---------------------------------------------------------------------|
 GY3144
 GY3144                          SUPERSEDED SURVEY CONTROL
 GY3144
 GY3144  NAD 83(1995)-  37 49 55.76653(N)    082 11 06.83896(W) AD(       ) 3
 GY3144  NAD 83(1986)-  37 49 55.77284(N)    082 11 06.84344(W) AD(       ) 3
 GY3144  NAD 27      -  37 49 55.41330(N)    082 11 07.36380(W) AD(       ) 3
 GY3144  NGVD 29 (07/19/86)  546.2    (m)         1792.     (f) VERT ANG       
 GY3144
 GY3144.Superseded values are not recommended for survey control.
 GY3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3144.See file dsdata.txt to determine how the superseded data were derived.
 GY3144
 GY3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB9570187854(NAD 83)
 GY3144_MARKER: DS = TRIANGULATION STATION DISK
 GY3144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3144
 GY3144  HISTORY     - Date     Condition        Report By
 GY3144  HISTORY     - 1957     MONUMENTED       CGS
 GY3144
 GY3144                          STATION DESCRIPTION
 GY3144
 GY3144'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3144'STATION IS APPROXIMATELY 6.0 MILES NORTHEAST OF LENOR, 3.0 MILES
 GY3144'SOUTH OF DINGESS, AT THE HEAD OF MILLSTONE BRANCH AND ON PROPERTY
 GY3144'OWNED BY THE ISLAND CREEK COAL CO.
 GY3144'
 GY3144'TO REACH FROM THE JUNCTION OF U.S HIGHWAY 52 AND STATE HIGHWAY 65 IN
 GY3144'NAUGATUCK, GO EASTERLY ON STATE HIGHWAY 65 FOR 4.1 MILES TO ROAD
 GY3144'FORKS AT LENORE, TAKE THE LEFT FORK, PASSING A SCHOOL ON THE LEFT AND
 GY3144'GO 1.6 MILES TO A SIDE ROAD ON THE RIGHT AT THE END OF A STEEL
 GY3144'BRIDGE, CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD, CROSSING
 GY3144'TWO STEEL BRIDGES FOR 1.4 MILES TO A STEEL BRIDGE AND A ROAD ON
 GY3144'THE RIGHT, (ROAD IS JUST BEFORE REACHING BRIDGE) TURN RIGHT ON GRAVEL
 GY3144'ROAD AND GO 5.85 MILES TO A CEMENT BRIDGE AND SAW MILL ON THE
 GY3144'RIGHT, TURN RIGHT, CROSS BRIDGE, PASS BETWEEN BUILDINGS AND
 GY3144'FOLLOW THE MAIN TRAVELED ROAD FOR 0.45 MILE TO A ROAD ON THE RIGHT
 GY3144'WHICH CROSSES A SMALL CREEK, TURN RIGHT, CROSSING CREEK AND GO
 GY3144'0.05 MILE TO A BAR GATE, PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR
 GY3144'0.2 MILE TO A SWITCH BACK, TURN SHARP RIGHT AND FOLLOW TRACK ROAD
 GY3144'FOR ABOUT 0.1 MILE TO ANOTHER SWITCH BACK, TURN SHARP LEFT, UP HILL
 GY3144'AND FOLLOW TRACK ROAD FOR 1.5 MILE TO A ROAD ON THE LEFT AND A
 GY3144'TRIANGLE BLAZE ON A WALNUT TREE ON THE RIGHT, CONTINUE STRAIGHT AHEAD
 GY3144'ON TRACK ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 GY3144'
 GY3144'STATION MARKS ARE STANDARD DISKS STAMPED MILLSTONE 1957. THE SURFACE
 GY3144'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECT 2 INCHES. IT IS
 GY3144'19 FEET SOUTHEAST OF THE CENTER OF TRACK ROAD AND 15 FEET SOUTH OF A
 GY3144'SMALL TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE. A STANDARD
 GY3144'WITNESS POST WAS SET 1.5 FEET SOUTH OF THE MARK. THE UNDERGROUND DISK
 GY3144'IS SET IN AN IRREGULAR MASS OF CONCRETE 15 INCHES BELOW THE SURFACE
 GY3144'OF THE GROUND.
 GY3144'
 GY3144'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MILLSTONE NO 1 1957, IS
 GY3144'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS 6
 GY3144'FEET NORTHWEST OF THE CENTER OF TRACK ROAD.
 GY3144'
 GY3144'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MILLSTONE NO 2 1957, IS
 GY3144'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS 12
 GY3144'FEET NORTHWEST OF THE CENTER OF TRACK ROAD.
 GY3144'
 GY3144'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 GY3144'
 GY3144'NOTE- NEED A FOUR WHEEL DRIVE TO DRIVE ALL OF THE WAY TO THE STATION.
 GY3144'
 GY3144'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1945 ***********************************************************************
 JX1945  DESIGNATION -  MILLSTONE
 JX1945  PID         -  JX1945
 JX1945  STATE/COUNTY-  WV/LEWIS
 JX1945  USGS QUAD   -  CAMDEN (1976)
 JX1945
 JX1945                         *CURRENT SURVEY CONTROL
 JX1945  ___________________________________________________________________
 JX1945* NAD 83(1995)-  39 07 13.67173(N)    080 30 31.90838(W)     ADJUSTED  
 JX1945* NAVD 88     -       503.7    (meters)    1653.     (feet)  VERTCON   
 JX1945  ___________________________________________________________________
 JX1945  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 JX1945  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JX1945
 JX1945  HORZ ORDER  -  SECOND
 JX1945
 JX1945.The horizontal coordinates were established by classical geodetic methods
 JX1945.and adjusted by the National Geodetic Survey in April 1998..
 JX1945
 JX1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1945
 JX1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1945
 JX1945.The geoid height was determined by GEOID03.
 JX1945
 JX1945;                    North         East     Units Scale Factor Converg.
 JX1945;SPC WV S     -   235,475.512   642,475.470   MT  1.00005915   +0 18 13.0
 JX1945;SPC WV N     -    69,371.948   512,757.804   MT  0.99997941   -0 38 36.3
 JX1945;UTM  17      - 4,330,259.596   542,456.275   MT  0.99962219   +0 18 35.6
 JX1945
 JX1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1945!SPC WV S     -   0.99992608  x   1.00005915  =   0.99998523
 JX1945!SPC WV N     -   0.99992608  x   0.99997941  =   0.99990549
 JX1945!UTM  17      -   0.99992608  x   0.99962219  =   0.99954830
 JX1945
 JX1945|---------------------------------------------------------------------|
 JX1945| PID    Reference Object                     Distance      Geod. Az  |
 JX1945|                                                           dddmmss.s |
 JX1945| CX4222 MILLSTONE RM 1                       18.760 METERS 05123     |
 JX1945| CX4223 MILLSTONE RM 2                       17.160 METERS 19630     |
 JX1945| CX4221 MILLSTONE AZ MK                                    2003910.9 |
 JX1945|---------------------------------------------------------------------|
 JX1945
 JX1945                          SUPERSEDED SURVEY CONTROL
 JX1945
 JX1945  NAD 83(1986)-  39 07 13.67636(N)    080 30 31.91802(W) AD(       ) 2
 JX1945  NAD 27      -  39 07 13.34880(N)    080 30 32.58300(W) AD(       ) 2
 JX1945  NGVD 29 (07/19/86)  503.9    (m)         1653.     (f) VERT ANG       
 JX1945
 JX1945.Superseded values are not recommended for survey control.
 JX1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1945.See file dsdata.txt to determine how the superseded data were derived.
 JX1945
 JX1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4245630260(NAD 83)
 JX1945_MARKER: DS = TRIANGULATION STATION DISK
 JX1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1945
 JX1945  HISTORY     - Date     Condition        Report By
 JX1945  HISTORY     - 1956     MONUMENTED       CGS
 JX1945  HISTORY     - 1973     GOOD             NGS
 JX1945
 JX1945                          STATION DESCRIPTION
 JX1945
 JX1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 JX1945'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF WESTON, 5-1/2 MILES
 JX1945'WEST OF JANE LEW AND 1/2 MILE WEST
 JX1945'OF MILLSTONE RUN ON THE HIGHEST POINT OF A KNOB.  STATION IS IN THE
 JX1945'APPROXIMATE CENTER OF A CLEARED PIPE LINE
 JX1945'RIGHT OF WAY AND 7 FEET SOUTH SOUTHWEST OF WITNESS
 JX1945'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 JX1945'DISK IS STAMPED MILLSTONE 1956.
 JX1945'
 JX1945'REFERENCE MARK NO. 1 IS ALONG THE EAST EDGE OF CLEARED RIGHT OF WAY.
 JX1945'THE MARK PROJECTS ABOUT 6
 JX1945'INCHES AND THE DISK IS STAMPED MILLSTONE NO 1 1956.
 JX1945'
 JX1945'REFERENCE MARK NO. 2 IS ALONG THE EAST EDGE OF CLEARED RIGHT OF WAY.
 JX1945'THE MARK PROJECTS ABOUT 4
 JX1945'INCHES AND THE DISK IS STAMPED MILLSTONE NO 2 1956.
 JX1945'
 JX1945'AZIMUTH MARK IS 18 FEET EAST OF THE APPROXIMATE CENTER OF TRACK ROAD
 JX1945'AND 3 FEET NORTH OF WITNESS
 JX1945'POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 JX1945'MILLSTONE 1956.  CONSIDERABLE
 JX1945'CLEARING NECESSARY TO MAKE AZIMUTH MARK V.G.
 JX1945'
 JX1945'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 19, 33 AND 119 AT THE TWO
 JX1945'BANK BUILDINGS IN WESTON GO NORTH
 JX1945'ON U.S. HIGHWAY 19 FOR 2.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 JX1945'ON JACKSON MILL ROAD AND GO 3.1 MILES
 JX1945'TO A T INTERSECTION.  TURN LEFT FOR 0.1 MILE TO A
 JX1945'SIDE ROAD RIGHT.  TURN RIGHT AND GO 1.65 MILES TO A
 JX1945'WHITE BOARD GATE ON RIGHT JUST AFTER
 JX1945'PASSING LARGE NATURAL-GAS PUMP STATION.  TURN RIGHT PASSING THROUGH
 JX1945'GATE AND FOLLOW DIRT ROAD FOR
 JX1945'0.6 MILE TO OLD STRIP MINE.  CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR
 JX1945'0.55 MILE TO GAS-WELL AND AZIMUTH
 JX1945'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.05 MILE TO
 JX1945'FORKS.  KEEP RIGHT FORK ON TRACK ROAD ALONG
 JX1945'CLEARED RIGHT OF WAY FOR 0.35 MILE TO HIGHEST
 JX1945'POINT AND STATION.
 JX1945'
 JX1945'A FOUR WHEEL DRIVE VEHICLE NECESSARY TO DRIVE TO STATION AFTER
 JX1945'LEAVING MAIN ROAD.
 JX1945'
 JX1945'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JX1945
 JX1945                          STATION RECOVERY (1973)
 JX1945
 JX1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (VDN)
 JX1945'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 JX1945'AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED IN 1956.
 JX1945'
 JX1945'THE STATION IS ON PROPERTY OWNED BY MR. KENNETH NORRIS.  93 MARKAM
 JX1945'DR..  PITTSBURG, PA..  PHONE NO. 412-561-6171 WHO GAVE PERMISSION.
 JX1945'
 JX1945'TO REACH THE STATION FROM THE POST OFFICE IN JANE LEW, GO SOUTH
 JX1945'FOLLOWING U.S. HIGHWAY 19 FOR 4.5 MILES TO A SIDE ROAD RIGHT
 JX1945'(JACKSON MILL ROAD).  TURN RIGHT, FOLLOW JACKSON MILL ROAD FOR 2.9
 JX1945'MILES TO A T-INTERSECTION.  TURN LEFT, FOLLOW
 JX1945'PAVED ROAD FOR 0.1 MILE
 JX1945'TO A SIDE ROAD RIGHT.  TURN RIGHT, FOLLOW PAVED ROAD FOR 1.45
 JX1945'MILES TO A WHITE STEEL GATE ON THE RIGHT (THIS IS JUST AFTER
 JX1945'PASSING THE POST OFFICE IN MILLSTON RUN).  TURN RIGHT AND PASS
 JX1945'THROUGH GATE AND FOLLOW DIRT ROAD FOR 0.6 MILE TO AN OLD STRIP
 JX1945'MINE AREA.  CONTINUE STRAIGHT AHEAD FOLLOWING DIRT ROAD UPHILL
 JX1945'FOR 0.5 MILE TO A GAS WELL ON THE RIGHT AND THE AZIMUTH MARK ON THE
 JX1945'RIGHT AS DESCRIBED IN 1956.  CONTINUE STRAIGHT AHEAD
 JX1945'FOLLOWING DIRT ROAD UPHILL FOR 0.4 MILE TO THE HIGHEST POINT AND
 JX1945'THE STATION AS DESCRIBED IN 1956.
 JX1945'
 JX1945'NOTE--YOU MAY NEED A 4WD IF THE WEATHER IS WET.  I MADE IT TO THE
 JX1945'STATION IN 2WD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3450 ***********************************************************************
 GX3450  DESIGNATION -  MINGO
 GX3450  PID         -  GX3450
 GX3450  STATE/COUNTY-  WV/LOGAN
 GX3450  USGS QUAD   -  MAN (1976)
 GX3450
 GX3450                         *CURRENT SURVEY CONTROL
 GX3450  ___________________________________________________________________
 GX3450* NAD 83(1995)-  37 38 26.39441(N)    081 59 36.22809(W)     ADJUSTED  
 GX3450* NAVD 88     -       769.     (meters)    2523.     (feet)  SCALED    
 GX3450  ___________________________________________________________________
 GX3450  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 GX3450  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX3450
 GX3450  HORZ ORDER  -  SECOND
 GX3450
 GX3450.The horizontal coordinates were established by classical geodetic methods
 GX3450.and adjusted by the National Geodetic Survey in April 1998..
 GX3450
 GX3450.The orthometric height was scaled from a topographic map.
 GX3450
 GX3450.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3450
 GX3450.The geoid height was determined by GEOID03.
 GX3450
 GX3450;                    North         East     Units Scale Factor Converg.
 GX3450;SPC WV S     -    71,576.313   512,327.775   MT  0.99997042   -0 36 50.8
 GX3450;UTM  17      - 4,166,411.314   412,357.446   MT  0.99969461   -0 36 24.2
 GX3450
 GX3450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3450!SPC WV S     -   0.99988431  x   0.99997042  =   0.99985473
 GX3450!UTM  17      -   0.99988431  x   0.99969461  =   0.99957895
 GX3450
 GX3450                          SUPERSEDED SURVEY CONTROL
 GX3450
 GX3450  NAD 83(1995)-  37 38 26.39521(N)    081 59 36.22828(W) AD(       ) 2
 GX3450  NAD 83(1995)-  37 38 26.40271(N)    081 59 36.23327(W) AD(       ) 2
 GX3450  NAD 83(1986)-  37 38 26.40293(N)    081 59 36.23402(W) AD(       ) 2
 GX3450  NAD 27      -  37 38 26.01300(N)    081 59 36.79600(W) AD(       ) 2
 GX3450
 GX3450.Superseded values are not recommended for survey control.
 GX3450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3450.See file dsdata.txt to determine how the superseded data were derived.
 GX3450
 GX3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB1235766411(NAD 83)
 GX3450_MARKER: DD = SURVEY DISK
 GX3450_SETTING: 0 = UNSPECIFIED SETTING
 GX3450
 GX3450  HISTORY     - Date     Condition        Report By
 GX3450  HISTORY     - 1957     MONUMENTED       USGS
 GX3450  HISTORY     - 1957     SEE DESCRIPTION  CGS
 GX3450
 GX3450                          STATION DESCRIPTION
 GX3450
 GX3450'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 GX3450'TO REACH FROM LOGAN, GO SOUTHWEST AND SOUTH ON U.S. HIGHWAY 119 FOR
 GX3450'18.5 MILES TO THE JUNCTION WITH U.S. HIGHWAY 52, TURN LEFT AND GO
 GX3450'EAST AND SOUTHEAST ON U.S. HIGHWAY 52 FOR 1.15 MILE TO WHERE THE ROAD
 GX3450'STARTS DOWN THE MOUNTAIN AND A SIDE ROAD ON THE RIGHT.
 GX3450'TURN RIGHT AND GO SOUTHWEST, UPHILL, ON GRADED ROAD FOR 1.4 MILES TO
 GX3450'THE HOME OF THE COUNTY FOREST PROTECTOR AND THE END OF TRUCK TRAVEL.
 GX3450'FROM HERE PACK SOUTHERLY UP STEEP HILL FOR ABOUT 80 YARDS TO THE
 GX3450'LOOKOUT TOWER AND THE STATION.
 GX3450'
 GX3450'MINGO USGS, A STANDARD U.S. GEOLOGICAL SURVEY DISK, NO STAMPING, IS
 GX3450'CEMENTED IN A DRILL HOLE IN THE CEMENT FOUNDATION FOR THE STEPS OF
 GX3450'THE LOOKOUT TOWER.  IT IS APPROXIMATELY 3 FEET SOUTH-SOUTHWEST OF THE
 GX3450'CENTER OF THE LOOKOUT TOWER.
 GX3450
 GX3450                          STATION RECOVERY (1957)
 GX3450
 GX3450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3450'MINGO, (USGS) 1933 WAS DESTROYED WHEN THE CONCRETE FOUNDATIONS FOR
 GX3450'THE LOOKOUT TOWER WERE REINFORCED.  THE MARK WAS RESET, BUT NOT
 GX3450'IN ITS EXACT ORIGINAL POSITION.  THE NEW POSITION OF MINGO (USGS) HAS
 GX3450'BEEN DETERMINED THIS YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3452 ***********************************************************************
 GX3452  DESIGNATION -  MINGO
 GX3452  PID         -  GX3452
 GX3452  STATE/COUNTY-  WV/MINGO
 GX3452  USGS QUAD   -  MAN (1976)
 GX3452
 GX3452                         *CURRENT SURVEY CONTROL
 GX3452  ___________________________________________________________________
 GX3452* NAD 83(1995)-  37 38 26.40927(N)    081 59 36.01865(W)     ADJUSTED  
 GX3452* NAVD 88     -       769.2    (meters)    2524.     (feet)  VERTCON   
 GX3452  ___________________________________________________________________
 GX3452  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 GX3452  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX3452
 GX3452  HORZ ORDER  -  FIRST
 GX3452
 GX3452.The horizontal coordinates were established by classical geodetic methods
 GX3452.and adjusted by the National Geodetic Survey in April 1998..
 GX3452
 GX3452.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3452
 GX3452.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3452
 GX3452.The geoid height was determined by GEOID03.
 GX3452
 GX3452;                    North         East     Units Scale Factor Converg.
 GX3452;SPC WV S     -    71,576.716   512,332.914   MT  0.99997042   -0 36 50.7
 GX3452;SPC VA S     - 1,150,786.820 3,191,764.098   MT  0.99995673   -2 07 12.7
 GX3452;SPC VA S     - 3,775,539.76 10,471,646.04   sFT  0.99995673   -2 07 12.7
 GX3452;UTM  17      - 4,166,411.718   412,362.583   MT  0.99969460   -0 36 24.0
 GX3452
 GX3452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3452!SPC WV S     -   0.99988424  x   0.99997042  =   0.99985467
 GX3452!SPC VA S     -   0.99988424  x   0.99995673  =   0.99984098
 GX3452!UTM  17      -   0.99988424  x   0.99969460  =   0.99957888
 GX3452
 GX3452:                Primary Azimuth Mark                     Grid Az
 GX3452:SPC WV S     -  MINGO RM 3 AZIMUTH                       049 40 32.7
 GX3452:SPC VA S     -  MINGO RM 3 AZIMUTH                       051 10 54.7
 GX3452:UTM  17      -  MINGO RM 3 AZIMUTH                       049 40 06.0
 GX3452
 GX3452|---------------------------------------------------------------------|
 GX3452| PID    Reference Object                     Distance      Geod. Az  |
 GX3452|                                                           dddmmss.s |
 GX3452| DC4690 MINGO RM 3 AZIMUTH                                 0490342.0 |
 GX3452| DC4691 MINGO RM 1                            6.184 METERS 23653     |
 GX3452| GX3451 MINGO RESET                           5.112 METERS 26451     |
 GX3452| GX3450 MINGO                                 5.155 METERS 26454     |
 GX3452| DC4692 MINGO RM 2                            5.042 METERS 31022     |
 GX3452|---------------------------------------------------------------------|
 GX3452
 GX3452                          SUPERSEDED SURVEY CONTROL
 GX3452
 GX3452  NAD 83(1995)-  37 38 26.41007(N)    081 59 36.01885(W) AD(       ) 1
 GX3452  NAD 83(1995)-  37 38 26.41757(N)    081 59 36.02383(W) AD(       ) 1
 GX3452  NAD 83(1986)-  37 38 26.41779(N)    081 59 36.02458(W) AD(       ) 1
 GX3452  NAD 27      -  37 38 26.02800(N)    081 59 36.58700(W) AD(       ) 1
 GX3452  NGVD 29 (07/19/86)  769.4    (m)         2524.     (f) VERT ANG       
 GX3452
 GX3452.Superseded values are not recommended for survey control.
 GX3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3452.See file dsdata.txt to determine how the superseded data were derived.
 GX3452
 GX3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB1236366412(NAD 83)
 GX3452_MARKER: DS = TRIANGULATION STATION DISK
 GX3452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3452
 GX3452  HISTORY     - Date     Condition        Report By
 GX3452  HISTORY     - 1933     MONUMENTED       CGS
 GX3452  HISTORY     - 1943     MARK NOT FOUND   CGS
 GX3452  HISTORY     - 1957     GOOD             CGS
 GX3452
 GX3452                          STATION DESCRIPTION
 GX3452
 GX3452'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GX3452'THIS STATION IS ABOUT 19 MILES SW OF LOGAN, W. VA., ALONG STATE
 GX3452'HIGHWAY 2, 0.7 MILE E ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF
 GX3452'STATE HIGHWAY 2, ON THE SUMMIT OF WHAT IS KNOWN AS HORSE PENS
 GX3452'MOUNTAIN, AT THE FIRE TOWER OF THE STATE FORESTRY SERVICE, ON
 GX3452'THE S EDGE OF THE SUMMIT, ABOUT 4 FEET E OF THE SE ANCHOR OF THE FIRE
 GX3452'TOWER.
 GX3452'
 GX3452'SURFACE, UNDERGROUND AND REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD
 GX3452'BRONZE DISKS SET IN CONCRETE.
 GX3452'
 GX3452'REFERENCE MARK NO. 3 AND STATION MARK MINGO (U.S.G.S.) ARE STANDARD
 GX3452'BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GX3452'
 GX3452'REFERENCE MARK NO. 1 IS SET IN THE SW CONCRETE ANCHOR OF THE TOWER.
 GX3452'
 GX3452'REFERENCE MARK NO. 2 IS SET IN THE NE CONCRETE ANCHOR OF THE TOWER.
 GX3452'
 GX3452'REFERENCE MARK NO. 3, (AZIMUTH MARK) IS ABOUT 0.7 MILE NE OF THE
 GX3452'STATION, ON THE N SIDE OF U.S. HIGHWAY 52, 1.8 MILES E OF THE
 GX3452'JUNCTION OF STATE HIGHWAY 2, 90 FEET N OF THE CENTER LINE OF THE
 GX3452'HIGHWAY, AND 10 FEET SW OF 14-INCH BLACK GUM TREE.
 GX3452'
 GX3452'TO REACH THE STATION FROM LOGAN, TAKE STATE HIGHWAY 2 SW 18.5 MILES
 GX3452'AND TURN LEFT (E) ON U.S. HIGHWAY 52 AT JUNCTION.  CONTINUE 0.7
 GX3452'MILE TO SIGN HORSE PENS FIRE TOWER AND END OF TRUCK TRAVEL.  TAKE
 GX3452'STEEP TRAIL TO TOP OF RIDGE AND THENCE E ALONG RIDGE 0.6 MILE TO THE
 GX3452'STATION.
 GX3452'
 GX3452'MINGO (U.S.G.S.) IS SET DIRECTLY BENEATH THE CENTER OF THE FIRE
 GX3452'TOWER, IN THE APPROXIMATE CENTER OF THE SUMMIT OF THE MOUNTAIN.
 GX3452'
 GX3452'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 GX3452
 GX3452                          STATION RECOVERY (1943)
 GX3452
 GX3452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CEM)
 GX3452'LETTERS OF MR. C. E. MULLINS, DISTRICT FORESTER, STATE OF WEST
 GX3452'VIRGINIA CONSERVATION COMMISSION, LOGAN, WEST VIRGINIA DATED
 GX3452'9/7/43 AND 9/28/43-
 GX3452'
 GX3452'THE CONCRETE PIER ANCHORING ONE LEG OF THE MINGO MOUNTAIN FIRE TOWER
 GX3452'DETORIORATED AND SLUFFED OFF SO THAT REFERENCE MARK NO. 2 FELL OUT.
 GX3452'THE PIER WAS RECONSTRUCTED AND THE MARKER PLACED IN THE CONCRETE WITH
 GX3452'THE ARROW POINTING TOWARD THE STATION MARK DISTANT 16 FT. 5-1/4
 GX3452'INCHES AS MEASURED WITH A STEEL TAPE.
 GX3452
 GX3452                          STATION RECOVERY (1957)
 GX3452
 GX3452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3452'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 GX3452'
 GX3452'REFERENCE MARK NO. 1 WAS FOUND TO BE DESTROYED.
 GX3452'
 GX3452'THE FOREST SERVICE RENEWED THE CONCRETE FOUNDATION WHICH REFERENCE
 GX3452'MARK NO. 2 WAS SET IN AND RESET THE MARK IN THE NEW FOUNDATION.
 GX3452'THEY ALSO POURED A CONCRETE LANDING AT THE FOOT OF THE STEPS,
 GX3452'COVERING THE BOULDER MINGO USGS WAS SET IN AND RESET THE MARK IN
 GX3452'THE CONCRETE.  IT IS EVIDENT THESE TWO MARKS ARE NOT IN THE EXACT
 GX3452'LOCATION.
 GX3452'
 GX3452'ANGLE TO REFERENCE MARK NO. 2 MISSES 1933 OBSERVATIONS BY 6 DEGREES
 GX3452'AND MEASUREMENTS TO REFERENCE MARK NO. 2 ARE APPROXIMATELY
 GX3452'0.100 METER LONGER.  MEASUREMENTS TO MINGO USGS ARE 0.043 METER
 GX3452'SHORTER BUT THE DIRECTION TO MINGO USGS AND THE AZIMUTH MARK CHECK
 GX3452'THE 1933 OBSERVATIONS WITHIN APPROXIMATELY 3 MINUTES.
 GX3452'
 GX3452'FOLLOWING IS A NEW TO REACH AND DESCRIPTION FOR REFERENCE MARK NO. 2
 GX3452'AND MINGO USGS.
 GX3452'
 GX3452'TO REACH FROM LOGAN, GO SOUTHWEST AND SOUTH ON U.S. HIGHWAY 119 FOR
 GX3452'18.5 MILES TO THE JUNCTION WITH U.S. HIGHWAY 52, TURN LEFT AND GO
 GX3452'EAST AND SOUTHEAST ON U.S. HIGHWAY 52 FOR 1.15 MILE TO WHERE THE ROAD
 GX3452'STARTS DOWN THE MOUNTAIN AND A SIDE ROAD ON THE RIGHT.  (CONTINUE
 GX3452'ON U.S. HIGHWAY 52 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 GX3452'TURN RIGHT AND GO SOUTHWEST, UPHILL, ON GRADED ROAD FOR 1.4 MILES TO
 GX3452'THE HOME OF THE COUNTY FOREST PROTECTOR AND THE END OF TRUCK TRAVEL.
 GX3452'FROM HERE PACK SOUTHERLY UP STEEP HILL FOR ABOUT 80 YARDS TO THE
 GX3452'LOOKOUT TOWER AND THE STATION.
 GX3452'
 GX3452'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MINGO NO 2 1933, IS
 GX3452'CEMENTED IN A DRILL HOLE IN THE NORTHEAST ANCHOR OF THE LOOKOUT
 GX3452'TOWER.
 GX3452'
 GX3452'MINGO USGS, A STANDARD U.S. GEOLOGICAL SURVEY DISK, NO STAMPING, IS
 GX3452'CEMENTED IN A DRILL HOLE IN THE CEMENT FOUNDATION FOR THE STEPS OF
 GX3452'THE LOOKOUT TOWER.  IT IS APPROXIMATELY 3 FEET SOUTH-SOUTHWEST OF THE
 GX3452'CENTER OF THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2854 ***********************************************************************
 HX2854  DESIGNATION -  MINGO
 HX2854  PID         -  HX2854
 HX2854  STATE/COUNTY-  WV/RANDOLPH
 HX2854  USGS QUAD   -  VALLEY HEAD (1995)
 HX2854
 HX2854                         *CURRENT SURVEY CONTROL
 HX2854  ___________________________________________________________________
 HX2854* NAD 83(1995)-  38 30 10.90885(N)    080 06 13.89807(W)     ADJUSTED  
 HX2854* NAVD 88     -      1350.0    (meters)    4429.     (feet)  VERTCON   
 HX2854  ___________________________________________________________________
 HX2854  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 HX2854  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HX2854
 HX2854  HORZ ORDER  -  THIRD
 HX2854
 HX2854.The horizontal coordinates were established by classical geodetic methods
 HX2854.and adjusted by the National Geodetic Survey in April 1998..
 HX2854
 HX2854.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2854
 HX2854.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2854
 HX2854.The geoid height was determined by GEOID03.
 HX2854
 HX2854;                    North         East     Units Scale Factor Converg.
 HX2854;SPC WV S     -   167,198.978   678,163.623   MT  0.99994109   +0 33 14.4
 HX2854;UTM  17      - 4,262,010.109   578,138.902   MT  0.99967519   +0 33 28.5
 HX2854
 HX2854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2854!SPC WV S     -   0.99979300  x   0.99994109  =   0.99973411
 HX2854!UTM  17      -   0.99979300  x   0.99967519  =   0.99946826
 HX2854
 HX2854|---------------------------------------------------------------------|
 HX2854| PID    Reference Object                     Distance      Geod. Az  |
 HX2854|                                                           dddmmss.s |
 HX2854| DC4693 MINGO RM 1                            4.405 METERS 07312     |
 HX2854| DC4694 MINGO RM 2                            5.943 METERS 17245     |
 HX2854| HX0701 SHARP                               APPROX.10.0 KM 2120820.0 |
 HX2854| HX2853 ELK 2 USFS 1961                       4.087 METERS 27950     |
 HX2854|---------------------------------------------------------------------|
 HX2854
 HX2854                          SUPERSEDED SURVEY CONTROL
 HX2854
 HX2854  NAD 83(1986)-  38 30 10.91383(N)    080 06 13.91053(W) AD(       ) 3
 HX2854  NAD 27      -  38 30 10.50730(N)    080 06 14.65970(W) AD(       ) 3
 HX2854  NGVD 29 (07/19/86) 1350.1    (m)         4429.     (f) VERT ANG       
 HX2854
 HX2854.Superseded values are not recommended for survey control.
 HX2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2854.See file dsdata.txt to determine how the superseded data were derived.
 HX2854
 HX2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7813962010(NAD 83)
 HX2854_MARKER: DS = TRIANGULATION STATION DISK
 HX2854_SETTING: 66 = SET IN ROCK OUTCROP
 HX2854
 HX2854  HISTORY     - Date     Condition        Report By
 HX2854  HISTORY     - 1961     MONUMENTED       CGS
 HX2854
 HX2854                          STATION DESCRIPTION
 HX2854
 HX2854'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2854'STATION IS LOCATED ABOUT 6 MILES NORTH OF SLATYFORK, ABOUT 5 MILES
 HX2854'SOUTHWEST OF
 HX2854'VALLEY HEAD AND ABOUT 3 MILES WEST OF MINGO ON A LARGE SPRUCE
 HX2854'COVERED PEAK.
 HX2854'
 HX2854'TO REACH THE STATION FROM THE POST OFFICE IN VALLEY HEAD GO SOUTH ON
 HX2854'U.S. HIGHWAY 219
 HX2854'FOR 4.3 MILES TO A SIDE ROAD RIGHT BETWEEN AN AMOCO AND
 HX2854'AN ESSO SERVICE STATION IN THE
 HX2854'SMALL COMMUNITY OF MINGO.  TURN RIGHT ON
 HX2854'DIRT ROAD AND GO WEST FOR 0.4 MILE TO FORKS.
 HX2854'TAKE LEFT FORK DOWN HILL AND
 HX2854'ACROSS BRIDGE FOR 0.3 MILE TO A SIDE ROAD LEFT.  CONTINUE
 HX2854'STRAIGHT FOR 0.2 MILE
 HX2854'TO GATE.  PASS THROUGH GATE AND GO 0.5 MILE TO A HOUSE ON THE RIGHT.
 HX2854'CONTINUE ON DIRT ROAD
 HX2854'FOR 0.1 MILE TO A GATE, PASS THROUGH GATE AND CONTINUE
 HX2854'UP VALLEY FOR 0.1 MILE TO A SIDE ROAD
 HX2854'RIGHT.  TURN RIGHT AND GO 0.15 MILE
 HX2854'TO GATE AT A LARGE MEADOW AND END OF TRUCK TRAVEL.  FROM
 HX2854'THIS POINT IT IS ABOUT
 HX2854'2-1/2 HOURS PACK TO THE STATION.  FROM END OF TRUCK TRAVEL PACK
 HX2854'WESTERLY UP HILL THROUGH
 HX2854'MEADOW TO FENCE, CROSS FENCE AND GO ABOUT 30 FEET TO A STOCK
 HX2854'TRAIL.  TURN RIGHT ON STOCK TRAIL
 HX2854'AND PACK NORTHWEST AROUND SIDE OF HILL TO
 HX2854'A LARGE CHERRY TREE.  PACK WEST UP HILL TO TOP OF
 HX2854'RIDGE AND A FENCE.  PACK
 HX2854'ALONG FENCELINE AND THEN NORTH CROSSING FENCE FOLLOWING RIDGE TO TOP
 HX2854'OF WOODED HILL.
 HX2854'CONTINUE OFF HILL INTO SADDLE IN A NORTHWESTERLY DIRECTION.
 HX2854'FROM HERE PACK NORTHWESTERLY AND
 HX2854'NORTH AROUND EAST SIDE OF A HIGHER PEAK TO
 HX2854'A LOGGING ROAD.  TURN RIGHT ON LOGGING ROAD AND GO
 HX2854'NORTHWEST TO A SPRING.
 HX2854'CONTINUE AROUND EAST SIDE OF MOUNTAIN FOR A SHORT DISTANCE TO WHERE
 HX2854'THE TRAIL LEAVES THE
 HX2854'LOGGING ROAD AND GOES WEST UP HILL.  PACK UP HILL TO TOP
 HX2854'OF RIDGE AND BEAR RIGHT ALONG RIDGE
 HX2854'IN A NORTHWESTERLY DIRECTION FOR ABOUT
 HX2854'0.5 MILE TO HIGHEST POINT OF HILL AND STATION AS
 HX2854'DESCRIBED.  THE HIGHEST
 HX2854'PART OF THE HILL AROUND THE STATION AREA IS COVERED WITH A VERY
 HX2854'DENSE GROWTH OF SMALL SPRUCE.
 HX2854'
 HX2854'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILLHOLE IN
 HX2854'OUTCROPPING BEDROCK
 HX2854'AND IS STAMPED MINGO 1961.
 HX2854'
 HX2854'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILLHOLE IN
 HX2854'OUTCROPPING ROCK
 HX2854'AND IS STAMPED MINGO NO 1 1961.
 HX2854'
 HX2854'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILLHOLE IN
 HX2854'OUTCROPPING
 HX2854'BEDROCK AND IS STAMPED MINGO NO 2 1961.
 HX2854'
 HX2854'THE STATION AND REFERENCE MARKS ARE ALL CEMENTED IN THE SAME
 HX2854'FORMATION OF ROCK
 HX2854'THAT APPEARS ON THE SURFACE OF THE GROUND ON THE HIGHEST POINT OF
 HX2854'THE PEAK AND IS COMPLETELY
 HX2854'ENCLOSED BY SPRUCE SAPLINGS.
 HX2854'ELK NO. 2 1505 1934 (USFS) IS A U.S. FOREST SERVICE DISK SET IN THE
 HX2854'END OF A ROUND
 HX2854'CONCRETE POST ABOUT 3 INCHES IN DIAMETER AND PROJECTS 18 INCHES.
 HX2854'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3451 ***********************************************************************
 GX3451  DESIGNATION -  MINGO RESET
 GX3451  PID         -  GX3451
 GX3451  STATE/COUNTY-  WV/LOGAN
 GX3451  USGS QUAD   -  MAN (1976)
 GX3451
 GX3451                         *CURRENT SURVEY CONTROL
 GX3451  ___________________________________________________________________
 GX3451* NAD 83(1995)-  37 38 26.39439(N)    081 59 36.22632(W)     ADJUSTED  
 GX3451* NAVD 88     -       769.     (meters)    2523.     (feet)  SCALED    
 GX3451  ___________________________________________________________________
 GX3451  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 GX3451  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX3451
 GX3451  HORZ ORDER  -  SECOND
 GX3451
 GX3451.The horizontal coordinates were established by classical geodetic methods
 GX3451.and adjusted by the National Geodetic Survey in April 1998..
 GX3451
 GX3451.The orthometric height was scaled from a topographic map.
 GX3451
 GX3451.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3451
 GX3451.The geoid height was determined by GEOID03.
 GX3451
 GX3451;                    North         East     Units Scale Factor Converg.
 GX3451;SPC WV S     -    71,576.312   512,327.818   MT  0.99997042   -0 36 50.8
 GX3451;UTM  17      - 4,166,411.313   412,357.489   MT  0.99969461   -0 36 24.2
 GX3451
 GX3451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3451!SPC WV S     -   0.99988431  x   0.99997042  =   0.99985473
 GX3451!UTM  17      -   0.99988431  x   0.99969461  =   0.99957895
 GX3451
 GX3451                          SUPERSEDED SURVEY CONTROL
 GX3451
 GX3451  NAD 83(1995)-  37 38 26.39519(N)    081 59 36.22652(W) AD(       ) 2
 GX3451  NAD 83(1995)-  37 38 26.40268(N)    081 59 36.23150(W) AD(       ) 2
 GX3451  NAD 83(1986)-  37 38 26.40290(N)    081 59 36.23225(W) AD(       ) 2
 GX3451  NAD 27      -  37 38 26.01280(N)    081 59 36.79460(W) AD(       ) 2
 GX3451
 GX3451.Superseded values are not recommended for survey control.
 GX3451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3451.See file dsdata.txt to determine how the superseded data were derived.
 GX3451
 GX3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB1235766411(NAD 83)
 GX3451_MARKER: DB = BENCH MARK DISK
 GX3451_SETTING: 0 = UNSPECIFIED SETTING
 GX3451
 GX3451  HISTORY     - Date     Condition        Report By
 GX3451  HISTORY     - 1957     MONUMENTED       USGS
 GX3451
 GX3451                          STATION DESCRIPTION
 GX3451
 GX3451'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (FAR)
 GX3451'THIS IS THE SAME DISK AS WAS USED FOR MINGO (USGS) 1933, BUT IT HAS
 GX3451'BEEN MOVED AS EXPLAINED ON THE RECOVERY NOTE WRITTEN IN 1957.
 GX3451'
 GX3451'STATION IS LOCATED ABOUT 19 MILES SOUTHWEST OF LOGAN, 7 MILES
 GX3451'WEST-SOUTHWEST OF GILBERT AND ON THE SUMMIT OF HORSE PENS MOUNTAIN.
 GX3451'IT IS 3 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE LOOKOUT
 GX3451'TOWER.
 GX3451'
 GX3451'TO REACH STATION MINGO FROM LOGAN, TAKE STATE HIGHWAY 2 SW 18.5 MILES
 GX3451'AND TURN LEFT (E) ON U.S. HIGHWAY 52 AT JUNCTION.  CONTINUE 0.7
 GX3451'MILE TO SIGN HORSE PENS FIRE TOWER AND END OF TRUCK TRAVEL.  TAKE
 GX3451'STEEP TRAIL TO TOP OF RIDGE AND THENCE E ALONG RIDGE 0.6 MILE TO THE
 GX3451'STATION MINGO.
 GX3451'
 GX3451'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MINGO 1933,
 GX3451'DISTANCE BEING 16.77 FEET (5.112 METERS) WEST OF STATION MINGO
 GX3451'1933.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 GX3451'NO STAMPING ON THE MARK, CEMENTED IN A DRILL HOLE IN THE CONCRETE
 GX3451'FOUNDATION FOR THE STEPS OF THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0983 ***********************************************************************
 JX0983  DESIGNATION -  MM 83
 JX0983  PID         -  JX0983
 JX0983  STATE/COUNTY-  WV/WOOD
 JX0983  USGS QUAD   -  KANAWHA (1989)
 JX0983
 JX0983                         *CURRENT SURVEY CONTROL
 JX0983  ___________________________________________________________________
 JX0983* NAD 83(1986)-  39 11 42.     (N)    081 28 59.     (W)     SCALED    
 JX0983* NAVD 88     -       188.493  (meters)     618.41   (feet)  ADJUSTED  
 JX0983  ___________________________________________________________________
 JX0983  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JX0983  DYNAMIC HT  -         188.376 (meters)     618.03  (feet)  COMP
 JX0983  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 JX0983
 JX0983  VERT ORDER  -  FIRST     CLASS II
 JX0983
 JX0983.The horizontal coordinates were scaled from a topographic map and have
 JX0983.an estimated accuracy of +/- 6 seconds.
 JX0983
 JX0983.The orthometric height was determined by differential leveling
 JX0983.and adjusted by the National Geodetic Survey in June 1991..
 JX0983
 JX0983.The geoid height was determined by GEOID03.
 JX0983
 JX0983.The dynamic height is computed by dividing the NAVD 88
 JX0983.geopotential number by the normal gravity value computed on the
 JX0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0983.degrees latitude (g = 980.6199 gals.).
 JX0983
 JX0983.The modeled gravity was interpolated from observed gravity values.
 JX0983
 JX0983;                    North         East    Units  Estimated Accuracy
 JX0983;SPC WV N     -    79,050.      428,710.      MT  (+/- 180 meters Scaled)
 JX0983
 JX0983                          SUPERSEDED SURVEY CONTROL
 JX0983
 JX0983  NGVD 29 (??/??/92)  188.677  (m)          619.02   (f) ADJ UNCH    1 2
 JX0983
 JX0983.Superseded values are not recommended for survey control.
 JX0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0983.See file dsdata.txt to determine how the superseded data were derived.
 JX0983
 JX0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD582385(NAD 83)
 JX0983_MARKER: DB = BENCH MARK DISK
 JX0983_SETTING: 66 = SET IN ROCK OUTCROP
 JX0983_SP_SET: ROCK OUTCROP
 JX0983_STAMPING: MM 83 1943
 JX0983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0983+STABILITY: POSITION/ELEVATION WELL
 JX0983
 JX0983  HISTORY     - Date     Condition        Report By
 JX0983  HISTORY     - 1943     MONUMENTED       CGS
 JX0983  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0983
 JX0983                          STATION DESCRIPTION
 JX0983
 JX0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0983'1 MI E FROM DAVISVILLE.
 JX0983'1.0 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0983'STATION AT DAVISVILLE, WOOD COUNTY, 168 FEET EAST OF MILEPOST
 JX0983'P 8-B 376, 55 FEET NORTH OF THE CENTERLINE OF THE TRACK, IN THE
 JX0983'TOP OF A ROCK OUTCROP, AND LEVEL WITH THE TRACK.  A STANDARD
 JX0983'DISK, STAMPED MM 83 1943.
 JX0983
 JX0983                          STATION RECOVERY (1983)
 JX0983
 JX0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0983'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2177 ***********************************************************************
 JX2177  DESIGNATION -  MONONGAHELA W PENN PUB SER STK
 JX2177  PID         -  JX2177
 JX2177  STATE/COUNTY-  WV/WOOD
 JX2177  USGS QUAD   -  PARKERSBURG (1994)
 JX2177
 JX2177                         *CURRENT SURVEY CONTROL
 JX2177  ___________________________________________________________________
 JX2177* NAD 83(1995)-  39 16 43.49529(N)    081 33 36.27366(W)     ADJUSTED  
 JX2177* NAVD 88     -                                                        
 JX2177  ___________________________________________________________________
 JX2177  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 JX2177  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JX2177
 JX2177  HORZ ORDER  -  THIRD
 JX2177
 JX2177.The horizontal coordinates were established by classical geodetic methods
 JX2177.and adjusted by the National Geodetic Survey in April 1998..
 JX2177
 JX2177
 JX2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2177
 JX2177.The geoid height was determined by GEOID03.
 JX2177
 JX2177;                    North         East     Units Scale Factor Converg.
 JX2177;SPC WV N     -    88,492.034   422,268.217   MT  0.99995900   -1 18 49.9
 JX2177;SPC OH S     -   142,379.912   681,095.267   MT  0.99993760   +0 35 47.0
 JX2177;UTM  17      - 4,347,859.846   451,692.748   MT  0.99962873   -0 21 16.5
 JX2177
 JX2177                          SUPERSEDED SURVEY CONTROL
 JX2177
 JX2177  NAD 83(1986)-  39 16 43.49926(N)    081 33 36.27994(W) AD(       ) 4
 JX2177  NAD 27      -  39 16 43.23000(N)    081 33 36.83100(W) AD(       ) 3
 JX2177
 JX2177.Superseded values are not recommended for survey control.
 JX2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2177.See file dsdata.txt to determine how the superseded data were derived.
 JX2177
 JX2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5169347860(NAD 83)
 JX2177_MARKER: 63 = STACK
 JX2177
 JX2177  HISTORY     - Date     Condition        Report By
 JX2177  HISTORY     - 1944     FIRST OBSERVED   CGS
 JX2177  HISTORY     - 1960     GOOD             CGS
 JX2177
 JX2177                          STATION DESCRIPTION
 JX2177
 JX2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2177'STATION IS LOCATED ON THE E SHORE
 JX2177'OF THE OHIO RIVER,
 JX2177'ABOUT 1/2 MILE N OF THE PARKERSBURG BRIDGE IN
 JX2177'THE CITY OF PARKERSBURG.  IT IS A
 JX2177'BLACK STEEL STACK, 25 FEET IN
 JX2177'DIAMETER, AND 141 FEET IN HEIGHT.  IT IS LOCATED ON
 JX2177'THE E SIDE OF
 JX2177'THE POWER-HOUSE, ON LAND OWNED BY THE MONONGEAHELA WEST PENN PUBLIC
 JX2177'SERVICE COMPANY.
 JX2177'THE POINT OBSERVED ON WAS THE CENTER OF THE
 JX2177'STACK.
 JX2177'
 JX2177'TO REACH FROM THE INTERSECTION OF NINETEENTH STREET AND THE
 JX2177'BALTIMORE AND OHIO
 JX2177'RAILROAD IN PARKERSBURG, GO S ON DIRT ROAD
 JX2177'ALONG THE W SIDE OF THE RAILROAD
 JX2177'TRACKS FOR 0.15 MILE TO THE
 JX2177'POWER-HOUSE AND STATION.
 JX2177
 JX2177                          STATION RECOVERY (1960)
 JX2177
 JX2177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 JX2177'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2305 ***********************************************************************
 JX2305  DESIGNATION -  MONT
 JX2305  PID         -  JX2305
 JX2305  STATE/COUNTY-  WV/MARION
 JX2305  USGS QUAD   -  FAIRMONT WEST (1976)
 JX2305
 JX2305                         *CURRENT SURVEY CONTROL
 JX2305  ___________________________________________________________________
 JX2305* NAD 83(1995)-  39 28 45.00106(N)    080 08 32.36539(W)     ADJUSTED  
 JX2305* NAVD 88     -       279.7    (meters)     918.     (feet)  VERTCON   
 JX2305  ___________________________________________________________________
 JX2305  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 JX2305  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JX2305
 JX2305  HORZ ORDER  -  FIRST
 JX2305
 JX2305.The horizontal coordinates were established by GPS observations
 JX2305.and adjusted by the National Geodetic Survey in April 1998..
 JX2305
 JX2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2305
 JX2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2305
 JX2305.The geoid height was determined by GEOID03.
 JX2305
 JX2305;                    North         East     Units Scale Factor Converg.
 JX2305;SPC WV N     -   108,901.580   544,738.616   MT  0.99994401   -0 24 34.8
 JX2305;UTM  17      - 4,370,303.488   573,764.705   MT  0.99966699   +0 32 43.2
 JX2305
 JX2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2305!SPC WV N     -   0.99996122  x   0.99994401  =   0.99990524
 JX2305!UTM  17      -   0.99996122  x   0.99966699  =   0.99962823
 JX2305
 JX2305|---------------------------------------------------------------------|
 JX2305| PID    Reference Object                     Distance      Geod. Az  |
 JX2305|                                                           dddmmss.s |
 JX2305| JX2301 FAIR                                289.454 METERS 28915     |
 JX2305|---------------------------------------------------------------------|
 JX2305
 JX2305                          SUPERSEDED SURVEY CONTROL
 JX2305
 JX2305  NAD 83(1986)-  39 28 45.00525(N)    080 08 32.37388(W) AD(       ) 1
 JX2305  NGVD 29 (02/08/94)  279.9    (m)          918.     (f) GPS OBS        
 JX2305
 JX2305.Superseded values are not recommended for survey control.
 JX2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2305.See file dsdata.txt to determine how the superseded data were derived.
 JX2305
 JX2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7376570303(NAD 83)
 JX2305_MARKER: DD = SURVEY DISK
 JX2305_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX2305_SP_SET: BRIDGE ABUTMENT
 JX2305_STAMPING: MONT 1989
 JX2305_MARK LOGO: USE   
 JX2305_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2305+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JX2305
 JX2305  HISTORY     - Date     Condition        Report By
 JX2305  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2305
 JX2305                          STATION DESCRIPTION
 JX2305
 JX2305'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2305'LOCATED ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 127.5, IN
 JX2305'THE CITY OF FAIRMONT, WEST VIRGINIA.
 JX2305'THE STATION IS A CORPS OF ENGINEERS BRONZE DISK SET ON THE NORTH END
 JX2305'OF THE EAST CONCRETE ABUTMENT OF THE ROUTE 310 HIGHWAY BRIDGE OVER
 JX2305'THE MONONGAHELA RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2142 ***********************************************************************
 JX2142  DESIGNATION -  MONTGOMERY
 JX2142  PID         -  JX2142
 JX2142  STATE/COUNTY-  WV/WOOD
 JX2142  USGS QUAD   -  KANAWHA (1989)
 JX2142
 JX2142                         *CURRENT SURVEY CONTROL
 JX2142  ___________________________________________________________________
 JX2142* NAD 83(1995)-  39 14 47.78518(N)    081 25 00.81314(W)     ADJUSTED  
 JX2142* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 JX2142  ___________________________________________________________________
 JX2142  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 JX2142  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JX2142
 JX2142  HORZ ORDER  -  SECOND
 JX2142
 JX2142.The horizontal coordinates were established by classical geodetic methods
 JX2142.and adjusted by the National Geodetic Survey in April 1998..
 JX2142
 JX2142.The orthometric height was scaled from a topographic map.
 JX2142
 JX2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2142
 JX2142.The geoid height was determined by GEOID03.
 JX2142
 JX2142;                    North         East     Units Scale Factor Converg.
 JX2142;SPC WV N     -    84,651.171   434,543.207   MT  0.99996253   -1 13 21.2
 JX2142;UTM  17      - 4,344,226.207   464,026.126   MT  0.99961593   -0 15 49.5
 JX2142
 JX2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2142!SPC WV N     -   0.99995612  x   0.99996253  =   0.99991865
 JX2142!UTM  17      -   0.99995612  x   0.99961593  =   0.99957206
 JX2142
 JX2142|---------------------------------------------------------------------|
 JX2142| PID    Reference Object                     Distance      Geod. Az  |
 JX2142|                                                           dddmmss.s |
 JX2142| CF3049 MONTGOMERY RM 2                      21.800 METERS 04706     |
 JX2142| JX2143 TRAVERSE STA 23 WVGS 1944            43.148 METERS 15204     |
 JX2142| CF3048 MONTGOMERY RM 1                      14.188 METERS 34724     |
 JX2142| CF3047 MONTGOMERY AZ MK                                   3475004.3 |
 JX2142|---------------------------------------------------------------------|
 JX2142
 JX2142                          SUPERSEDED SURVEY CONTROL
 JX2142
 JX2142  NAD 83(1986)-  39 14 47.78961(N)    081 25 00.81992(W) AD(       ) 2
 JX2142  NAD 27      -  39 14 47.51700(N)    081 25 01.38800(W) AD(       ) 2
 JX2142
 JX2142.Superseded values are not recommended for survey control.
 JX2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2142.See file dsdata.txt to determine how the superseded data were derived.
 JX2142
 JX2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6402644226(NAD 83)
 JX2142_MARKER: DS = TRIANGULATION STATION DISK
 JX2142_SETTING: 0 = UNSPECIFIED SETTING
 JX2142
 JX2142  HISTORY     - Date     Condition        Report By
 JX2142  HISTORY     - 1944     MONUMENTED       CGS
 JX2142  HISTORY     - 1962     GOOD             CGS
 JX2142
 JX2142                          STATION DESCRIPTION
 JX2142
 JX2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2142'STATION IS LOCATED ON A HIGH WOODED HILL KNOWN AS MONTGOMERY HILL,
 JX2142'ABOUT 8 MILES E OF PARKERSBURG,
 JX2142'ABOUT 0.2 MILE S OF NEW U.S. HIGHWAY 50, AND 0.1
 JX2142'MILE N OF THE OLD HIGHWAY.  IT IS
 JX2142'2 FEET E OF A FENCE LINE, 12
 JX2142'FEET S OF A 12-INCH PINE TREE, 14 FEET N OF AN
 JX2142'18-INCH OAK TREE,
 JX2142'AND 4 FEET S OF A WITNESS POST.  THE DISK IS STAMPED MONTGOMERY
 JX2142'1944.
 JX2142'
 JX2142'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX2142'DISKS SET IN
 JX2142'CONCRETE.
 JX2142'
 JX2142'REFERENCE MARK 1 IS 13.5 FEET NW OF A 24-INCH OAK TREE AND
 JX2142'24 FEET E OF A
 JX2142'24-INCH OAK TREE.  IT IS STAMPED MONTGOMERY NO 1
 JX2142'1944.
 JX2142'
 JX2142'REFERENCE MARK 2 IS 21 FEET SE OF A 24-INCH OAK TREE AND 45
 JX2142'FEET N OF
 JX2142'POWER-TRANSMISSION LINE POLE PD 41-357.  IT IS STAMPED
 JX2142'MONTGOMERY NO 2 1944.
 JX2142'
 JX2142'AZIMUTH MARK IS IN THE FORK OF U.S. HIGHWAY 50 AND A DIRT
 JX2142'ROAD.  IT IS 30.5
 JX2142'FEET S OF THE CENTER LINE OF THE HIGHWAY AND 9
 JX2142'FEET N OF THE DIRT ROAD.  IT IS
 JX2142'STAMPED MONTGOMERY 1944.
 JX2142'
 JX2142'TRAVERSE STATION NO. 23 (W.VA.GEOD.S.) IS AT THE BASE OF THE
 JX2142'HILL, ABOUT 150
 JX2142'FEET N OF DIRT ROAD, AND ON THE W EDGE OF SMALL
 JX2142'WOODS.  IT IS STAMPED NO 23 AUX.
 JX2142'
 JX2142'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 JX2142'OF U.S. HIGHWAY 50
 JX2142'AND PARK AVENUE IN PARKERSBURG, GO E ON HIGHWAY
 JX2142'50 FOR 8.6 MILES TO A DIRT-ROAD FORKS
 JX2142'RIGHT AND THE AZIMUTH
 JX2142'MARK IN THE FORK, TAKE RIGHT FORK AND GO 0.2 MILE TO A
 JX2142'HOUSE ON THE
 JX2142'RIGHT, CONTINUE STRAIGHT AHEAD 0.1 MILE TO A POLE GATE ON THE
 JX2142'RIGHT, GO THROUGH POLE
 JX2142'GATE AND UP HILL TO TOP OF GRADE AND
 JX2142'STATION.
 JX2142'
 JX2142'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JX2142
 JX2142                          STATION RECOVERY (1962)
 JX2142
 JX2142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FBM)
 JX2142'THIS STATION WAS RECOVERED AS DESCRIBED ON U.S. COAST AND GEODETIC
 JX2142'SURVEY DESCRIPTION OF TRIANGULATION STATIONS, QUAD. 390812, STATION
 JX2142'1009.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3381 ***********************************************************************
 GX3381  DESIGNATION -  MONUMENT 0 WVGS 1934
 GX3381  PID         -  GX3381
 GX3381  STATE/COUNTY-  WV/MERCER
 GX3381  USGS QUAD   -  BLUEFIELD (1979)
 GX3381
 GX3381                         *CURRENT SURVEY CONTROL
 GX3381  ___________________________________________________________________
 GX3381* NAD 83(1995)-  37 16 31.86258(N)    081 12 18.67133(W)     ADJUSTED  
 GX3381* NAVD 88     -       776.     (meters)    2546.     (feet)  SCALED    
 GX3381  ___________________________________________________________________
 GX3381  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 GX3381  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GX3381
 GX3381  HORZ ORDER  -  SECOND
 GX3381
 GX3381.The horizontal coordinates were established by classical geodetic methods
 GX3381.and adjusted by the National Geodetic Survey in April 1998..
 GX3381
 GX3381.The orthometric height was scaled from a topographic map.
 GX3381
 GX3381.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3381
 GX3381.The geoid height was determined by GEOID03.
 GX3381
 GX3381;                    North         East     Units Scale Factor Converg.
 GX3381;SPC WV S     -    30,599.940   581,801.214   MT  1.00005047   -0 07 36.6
 GX3381;SPC VA S     - 1,107,995.521 3,260,124.046   MT  0.99994668   -1 38 30.6
 GX3381;SPC VA S     - 3,635,148.64 10,695,923.64   sFT  0.99994668   -1 38 30.6
 GX3381;UTM  17      - 4,125,456.848   481,809.387   MT  0.99960408   -0 07 27.4
 GX3381
 GX3381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3381!SPC WV S     -   0.99988308  x   1.00005047  =   0.99993355
 GX3381!SPC VA S     -   0.99988308  x   0.99994668  =   0.99982977
 GX3381!UTM  17      -   0.99988308  x   0.99960408  =   0.99948721
 GX3381
 GX3381:                Primary Azimuth Mark                     Grid Az
 GX3381:SPC WV S     -  BLUEFIELD                                358 37 00.8
 GX3381:SPC VA S     -  BLUEFIELD                                000 07 54.8
 GX3381:UTM  17      -  BLUEFIELD                                358 36 51.6
 GX3381
 GX3381|---------------------------------------------------------------------|
 GX3381| PID    Reference Object                     Distance      Geod. Az  |
 GX3381|                                                           dddmmss.s |
 GX3381| GX1421 BLUEFIELD                           APPROX. 0.8 KM 3582924.2 |
 GX3381|---------------------------------------------------------------------|
 GX3381
 GX3381                          SUPERSEDED SURVEY CONTROL
 GX3381
 GX3381  NAD 83(1995)-  37 16 31.86290(N)    081 12 18.67172(W) AD(       ) 2
 GX3381  NAD 83(1995)-  37 16 31.87027(N)    081 12 18.66672(W) AD(       ) 2
 GX3381  NAD 83(1986)-  37 16 31.87061(N)    081 12 18.66724(W) AD(       ) 2
 GX3381  NAD 27      -  37 16 31.44947(N)    081 12 19.31631(W) AD(       ) 2
 GX3381
 GX3381.Superseded values are not recommended for survey control.
 GX3381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3381.See file dsdata.txt to determine how the superseded data were derived.
 GX3381
 GX3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8180925457(NAD 83)
 GX3381
 GX3381  HISTORY     - Date     Condition        Report By
 GX3381  HISTORY     - UNK      MONUMENTED
 GX3381  HISTORY     - 1934     GOOD             CGS
 GX3381  HISTORY     - 1965     GOOD             CGS
 GX3381  HISTORY     - 1982     MARK NOT FOUND   NGS
 GX3381
 GX3381                          STATION DESCRIPTION
 GX3381
 GX3381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3381'STATION WAS RECOVERED. IT IS A USC AND GS MARKER, SET IN THE TOP OF
 GX3381'THE CONCRETE CURB ALONG THE S SIDE OF PRINCETON AVENUE, ABOUT
 GX3381'15.5 FEET E OF THE E PROPERTY LINE OF GREEN STREET, IN TOWN OF
 GX3381'BLUEFIELD. THIS IS A TRAVERSE STATION.
 GX3381
 GX3381                          STATION RECOVERY (1965)
 GX3381
 GX3381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ETO)
 GX3381'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GX3381
 GX3381                          STATION RECOVERY (1982)
 GX3381
 GX3381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 GX3381'STATION IS BELIEVED DESTROYED. CONCRETE CURB INTO WHICH STATION WAS
 GX3381'SET HAS BEEN TORN UP AND VERY LITTLE OF THE CURB ALONG THIS SECTION
 GX3381'OF PRINCETON AVENUE REMAINS.  NO EVIDENCE OF THE MARKER WAS FOUND.
 GX3381'
 GX3381'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BLUEFIELD, W.VA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3382 ***********************************************************************
 GX3382  DESIGNATION -  MONUMENT 1 WVGS 1934
 GX3382  PID         -  GX3382
 GX3382  STATE/COUNTY-  WV/MERCER
 GX3382  USGS QUAD   -  BLUEFIELD (1979)
 GX3382
 GX3382                         *CURRENT SURVEY CONTROL
 GX3382  ___________________________________________________________________
 GX3382* NAD 83(1995)-  37 16 38.05476(N)    081 11 56.86803(W)     ADJUSTED  
 GX3382* NAVD 88     -       765.     (meters)    2510.     (feet)  SCALED    
 GX3382  ___________________________________________________________________
 GX3382  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 GX3382  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX3382
 GX3382  HORZ ORDER  -  SECOND
 GX3382
 GX3382.The horizontal coordinates were established by classical geodetic methods
 GX3382.and adjusted by the National Geodetic Survey in April 1998..
 GX3382
 GX3382.The orthometric height was scaled from a topographic map.
 GX3382
 GX3382.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3382
 GX3382.The geoid height was determined by GEOID03.
 GX3382
 GX3382;                    North         East     Units Scale Factor Converg.
 GX3382;SPC WV S     -    30,789.673   582,338.796   MT  1.00005000   -0 07 23.2
 GX3382;SPC VA S     - 1,108,170.957 3,260,666.400   MT  0.99994664   -1 38 17.4
 GX3382;SPC VA S     - 3,635,724.21 10,697,703.01   sFT  0.99994664   -1 38 17.4
 GX3382;UTM  17      - 4,125,646.521   482,346.720   MT  0.99960384   -0 07 14.2
 GX3382
 GX3382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3382!SPC WV S     -   0.99988481  x   1.00005000  =   0.99993480
 GX3382!SPC VA S     -   0.99988481  x   0.99994664  =   0.99983146
 GX3382!UTM  17      -   0.99988481  x   0.99960384  =   0.99948869
 GX3382
 GX3382:                Primary Azimuth Mark                     Grid Az
 GX3382:SPC WV S     -  MONUMENT 0 WVGS 1934                     250 33 36.1
 GX3382:SPC VA S     -  MONUMENT 0 WVGS 1934                     252 04 30.3
 GX3382:UTM  17      -  MONUMENT 0 WVGS 1934                     250 33 27.1
 GX3382
 GX3382|---------------------------------------------------------------------|
 GX3382| PID    Reference Object                     Distance      Geod. Az  |
 GX3382|                                                           dddmmss.s |
 GX3382| GX3381 MONUMENT 0 WVGS 1934                APPROX. 0.6 KM 2502612.9 |
 GX3382|---------------------------------------------------------------------|
 GX3382
 GX3382                          SUPERSEDED SURVEY CONTROL
 GX3382
 GX3382  NAD 83(1995)-  37 16 38.05506(N)    081 11 56.86840(W) AD(       ) 2
 GX3382  NAD 83(1995)-  37 16 38.06237(N)    081 11 56.86337(W) AD(       ) 2
 GX3382  NAD 83(1986)-  37 16 38.06274(N)    081 11 56.86396(W) AD(       ) 2
 GX3382  NAD 27      -  37 16 37.64184(N)    081 11 57.51556(W) AD(       ) 2
 GX3382
 GX3382.Superseded values are not recommended for survey control.
 GX3382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3382.See file dsdata.txt to determine how the superseded data were derived.
 GX3382
 GX3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8234725647(NAD 83)
 GX3382
 GX3382  HISTORY     - Date     Condition        Report By
 GX3382  HISTORY     - UNK      MONUMENTED
 GX3382  HISTORY     - 1934     GOOD             CGS
 GX3382  HISTORY     - 1982     GOOD             NGS
 GX3382
 GX3382                          STATION DESCRIPTION
 GX3382
 GX3382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3382'MONUMENT WAS RECOVERED.  STATION IS A USC AND GS MARKER, SET IN THE
 GX3382'TOP OF THE STONE RETAINING WALL ALONG THE N SIDE OF PRINCETON
 GX3382'AVENUE, IN BLUEFIELD, ABOUT 336.9 FEET, E OF THE W PROPERTY LINE OF
 GX3382'MARKET STREET, ALSO 150 FEET S OF THE STEEL FLOOD LIGHT TOWER IN
 GX3382'THE NORFOLK AND WESTERN RAILWAY COMPANYS YARD, ALSO 3.75 FEET N OF
 GX3382'GAUGE LINE OF N RAIL OF BLUEFIELD-PRINCETON INTERURBAN LINE.  THIS
 GX3382'IS A TRAVERSE STATION.
 GX3382
 GX3382                          STATION RECOVERY (1982)
 GX3382
 GX3382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 GX3382'MONUMENT WAS RECOVERED IN GOOD CONDITION.  STATION IS A U.S.C. AND
 GX3382'G.S. MARKER, SET IN THE TOP OF THE STONE RETAINING WALL, WHICH IS
 GX3382'FLUSH WITH THE CURB LINE, ALONG THE N SIDE OF PRINCETON AVENUE
 GX3382'(ACROSS THE STREET FROM 2222 PRINCTON AVENUE), IN BLUEFIELD.  IT IS
 GX3382'336.9 FEET E OF THE W PROPERTY LINE OF MARKET STREET, 99.2 FEET E OF
 GX3382'TELEPHONE POLE NO. 248-60, 158.4 FEET W OF TELEPHONE POLE NO.
 GX3382'248-62 AND 2.6 FEET N OF N CURB ON PRINCETON AVENUE.
 GX3382'
 GX3382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BLUEFIELD, W.VA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3383 ***********************************************************************
 GX3383  DESIGNATION -  MONUMENT 2 WVGS 1934
 GX3383  PID         -  GX3383
 GX3383  STATE/COUNTY-  WV/MERCER
 GX3383  USGS QUAD   -  BLUEFIELD (1979)
 GX3383
 GX3383                         *CURRENT SURVEY CONTROL
 GX3383  ___________________________________________________________________
 GX3383* NAD 83(1995)-  37 16 42.50130(N)    081 11 35.47435(W)     ADJUSTED  
 GX3383* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 GX3383  ___________________________________________________________________
 GX3383  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 GX3383  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX3383
 GX3383  HORZ ORDER  -  SECOND
 GX3383
 GX3383.The horizontal coordinates were established by classical geodetic methods
 GX3383.and adjusted by the National Geodetic Survey in April 1998..
 GX3383
 GX3383.The orthometric height was scaled from a topographic map.
 GX3383
 GX3383.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3383
 GX3383.The geoid height was determined by GEOID03.
 GX3383
 GX3383;                    North         East     Units Scale Factor Converg.
 GX3383;SPC WV S     -    30,925.645   582,866.149   MT  1.00004966   -0 07 09.9
 GX3383;SPC VA S     - 1,108,292.925 3,261,197.109   MT  0.99994660   -1 38 04.4
 GX3383;SPC VA S     - 3,636,124.37 10,699,444.18   sFT  0.99994660   -1 38 04.4
 GX3383;UTM  17      - 4,125,782.454   482,873.832   MT  0.99960361   -0 07 01.2
 GX3383
 GX3383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3383!SPC WV S     -   0.99988528  x   1.00004966  =   0.99993494
 GX3383!SPC VA S     -   0.99988528  x   0.99994660  =   0.99983189
 GX3383!UTM  17      -   0.99988528  x   0.99960361  =   0.99948894
 GX3383
 GX3383:                Primary Azimuth Mark                     Grid Az
 GX3383:SPC WV S     -  MONUMENT 1 WVGS 1934                     255 32 30.6
 GX3383:SPC VA S     -  MONUMENT 1 WVGS 1934                     257 03 25.1
 GX3383:UTM  17      -  MONUMENT 1 WVGS 1934                     255 32 21.9
 GX3383
 GX3383|---------------------------------------------------------------------|
 GX3383| PID    Reference Object                     Distance      Geod. Az  |
 GX3383|                                                           dddmmss.s |
 GX3383| GX3382 MONUMENT 1 WVGS 1934                APPROX. 0.5 KM 2552520.7 |
 GX3383|---------------------------------------------------------------------|
 GX3383
 GX3383                          SUPERSEDED SURVEY CONTROL
 GX3383
 GX3383  NAD 83(1995)-  37 16 42.50157(N)    081 11 35.47471(W) AD(       ) 2
 GX3383  NAD 83(1995)-  37 16 42.50882(N)    081 11 35.46966(W) AD(       ) 2
 GX3383  NAD 83(1986)-  37 16 42.50928(N)    081 11 35.47026(W) AD(       ) 2
 GX3383  NAD 27      -  37 16 42.08711(N)    081 11 36.12179(W) AD(       ) 2
 GX3383
 GX3383.Superseded values are not recommended for survey control.
 GX3383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3383.See file dsdata.txt to determine how the superseded data were derived.
 GX3383
 GX3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8287425782(NAD 83)
 GX3383
 GX3383  HISTORY     - Date     Condition        Report By
 GX3383  HISTORY     - UNK      MONUMENTED
 GX3383  HISTORY     - 1934     GOOD             CGS
 GX3383  HISTORY     - 1982     MARK NOT FOUND   NGS
 GX3383
 GX3383                          STATION DESCRIPTION
 GX3383
 GX3383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3383'STATION WAS RECOVERED.  STATION IS A USC AND GS MARKER, SET IN THE
 GX3383'TOP OF, AND ON THE E END OF A LARGE CUT STONE FORMING S PARAPET WALL
 GX3383'OF HIGHWAY AND INTERURBAN BRIDGE, ACROSS NORFOLK AND WESTERN RAILWAY
 GX3383'TRACKS AT EASTERN CORPORATION LINE OF THE CITY OF BLUEFIELD. THIS
 GX3383'IS A TRAVERSE STATION.
 GX3383
 GX3383                          STATION RECOVERY (1982)
 GX3383
 GX3383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 GX3383'STATION WAS SEARCHED FOR AND IS BELIEVED DESTROYED.  NO TRACE OF
 GX3383'STATION OR PARAPET WALL MENTIONED IN DESCRIPTION WAS FOUND.
 GX3383'
 GX3383'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BLUEFIELD, W.VA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2851 ***********************************************************************
 HX2851  DESIGNATION -  MOORE
 HX2851  PID         -  HX2851
 HX2851  STATE/COUNTY-  WV/RANDOLPH
 HX2851  USGS QUAD   -  ADOLPH (1995)
 HX2851
 HX2851                         *CURRENT SURVEY CONTROL
 HX2851  ___________________________________________________________________
 HX2851* NAD 83(1995)-  38 44 40.42379(N)    080 06 30.41440(W)     ADJUSTED  
 HX2851* NAVD 88     -      1069.7    (meters)    3510.     (feet)  VERTCON   
 HX2851  ___________________________________________________________________
 HX2851  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 HX2851  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX2851
 HX2851  HORZ ORDER  -  FIRST
 HX2851
 HX2851.The horizontal coordinates were established by classical geodetic methods
 HX2851.and adjusted by the National Geodetic Survey in April 1998..
 HX2851
 HX2851.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2851
 HX2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2851
 HX2851.The geoid height was determined by GEOID03.
 HX2851
 HX2851;                    North         East     Units Scale Factor Converg.
 HX2851;SPC WV S     -   194,004.744   677,505.568   MT  0.99997338   +0 33 04.2
 HX2851;UTM  17      - 4,288,808.274   577,478.508   MT  0.99967392   +0 33 28.8
 HX2851
 HX2851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2851!SPC WV S     -   0.99983704  x   0.99997338  =   0.99981043
 HX2851!UTM  17      -   0.99983704  x   0.99967392  =   0.99951102
 HX2851
 HX2851|---------------------------------------------------------------------|
 HX2851| PID    Reference Object                     Distance      Geod. Az  |
 HX2851|                                                           dddmmss.s |
 HX2851| HX2850 MOORE USGS 1941                      14.366 METERS 05316     |
 HX2851| DC4704 MOORE AZ MK                                        0823904.6 |
 HX2851| DC4705 MOORE RM 2                           19.331 METERS 16314     |
 HX2851| HX2936 AIRWAY BEACON 21                    APPROX.48.5 KM 2614746.1 |
 HX2851| HX2865 AIRWAY BEACON 23                    APPROX.13.2 KM 2862404.8 |
 HX2851| HX2847 IVY                                 APPROX.22.6 KM 3412558.0 |
 HX2851|---------------------------------------------------------------------|
 HX2851
 HX2851                          SUPERSEDED SURVEY CONTROL
 HX2851
 HX2851  NAD 83(1986)-  38 44 40.42932(N)    080 06 30.42611(W) AD(       ) 1
 HX2851  NAD 27      -  38 44 40.04720(N)    080 06 31.15790(W) AD(       ) 1
 HX2851  NGVD 29 (07/19/86) 1069.8    (m)         3510.     (f) VERT ANG       
 HX2851
 HX2851.Superseded values are not recommended for survey control.
 HX2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2851.See file dsdata.txt to determine how the superseded data were derived.
 HX2851
 HX2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7747988808(NAD 83)
 HX2851_MARKER: DS = TRIANGULATION STATION DISK
 HX2851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2851
 HX2851  HISTORY     - Date     Condition        Report By
 HX2851  HISTORY     - 1941     MONUMENTED       CGS
 HX2851  HISTORY     - 1956     GOOD             CGS
 HX2851
 HX2851                          STATION DESCRIPTION
 HX2851
 HX2851'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2851'THE STATION IS
 HX2851'ABOUT 8 MILES W OF
 HX2851'THE VILLAGE OF MILL CREEK AND ON THE FIRST
 HX2851'KNOB E OF HIGH GERMANY KNOB.  IT IS
 HX2851'ABOUT 25 YARDS N OF THE APPARENTLY
 HX2851'HIGHEST POINT OF THE HILL AND 20 FEET NW OF A
 HX2851'TRIANGLE-BLAZED
 HX2851'12-INCH OAK.  IT PROJECTS A FOOT AND IS STAMPED MOORE
 HX2851'1941.
 HX2851'
 HX2851'MOORE (U.S.G.S.) IS USED AS REFERENCE MARK NO. 1.  IT IS A
 HX2851'STANDARD UNSTAMPED
 HX2851'U.S.G.S. WEST VIRGINIA COMBINATION TRIANGULATION
 HX2851'STATION AND BENCH MARK DISK SET IN
 HX2851'THE TOP OF A SMALL BOULDER WHICH
 HX2851'PROJECTS 6 INCHES.
 HX2851'
 HX2851'REFERENCE MARK NO. 2 PROJECTS 8 INCHES, AND IS STAMPED MOORE
 HX2851'1941 NO. 2.
 HX2851'
 HX2851'AZIMUTH MARK IS ABOUT 100 YARDS W OF WOODS ROAD Y-INTERSECTION,
 HX2851'ABOUT 30 YARDS N
 HX2851'OF A ROAD U-CURVE, AND BESIDE A FOOTPATH BETWEEN
 HX2851'TWO ROADS.  IT IS IN A BOULDER
 HX2851'HAVING AN EXPOSED AREA ABOUT 4 FEET
 HX2851'BY 6 FEET PROJECTING ABOUT 2 FEET.  TO REACH FROM
 HX2851'THE END OF TRUCK
 HX2851'TRAVEL IN THE ROUTE TO THE STATION, CONTINUE ON MAIN WOODS ROAD
 HX2851'NORTHERLY 0.35
 HX2851'MILE TO A DOWNHILL U-CURVE AND THE MARK ON THE
 HX2851'RIGHT.
 HX2851'
 HX2851'TO REACH FROM THE BRIDGE ON U.S. HIGHWAY 219 OVER MILL CREEK
 HX2851'IN THE VILLAGE OF
 HX2851'MILL CREEK, GO SOUTHERLY ON THE HIGHWAY 0.15
 HX2851'MILE AND TURN RIGHT, THENCE WESTERLY
 HX2851'0.7 MILE TAKE THE RIGHT FORK
 HX2851'KEEPING THE MAIN ROAD, THENCE WESTERLY 1.0 MILE TAKE
 HX2851'THE LEFT
 HX2851'FORK KEEPING THE MAIN ROAD, THENCE GENERALLY WESTERLY 1.8 MILES
 HX2851'TAKE THE LEFT FORK
 HX2851'KEEPING THE MAIN ROAD, THENCE GENERALLY WESTERLY
 HX2851'4.1 MILES TO THE SETTLEMENT OF
 HX2851'ADOLPH, TURN RIGHT ACROSS
 HX2851'BRIDGE, THENCE 3.6 MILES TO BLUE ROCK CHURCH ON
 HX2851'THE RIGHT, THENCE
 HX2851'CONTINUE ON THE MAIN ROAD WESTERLY FOR 0.4 MILE TURN RIGHT, THENCE
 HX2851'NORTHERLY ON A
 HX2851'WOODS ROAD 1.7 MILES TO A RIDGE TRAIL ON THE LEFT
 HX2851'AND THE END OF TRUCK TRAVEL,
 HX2851'THENCE AFOOT ALONG THIS TRAIL ABOUT
 HX2851'1/3 MILE TO THE HIGHEST POINT OF THE HILL AND
 HX2851'THE STATION.
 HX2851'
 HX2851'LIGHTS ELEVATED 4 FEET AT IVY, PROUDFOOT, AND WINKLER, 74
 HX2851'FEET AT RICH AND
 HX2851'BARTON WERE VISIBLE FROM 64 FEET ABOVE THE STATION.
 HX2851'
 HX2851'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HX2851
 HX2851                          STATION RECOVERY (1956)
 HX2851
 HX2851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX2851'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HX2851'GOOD CONDITION.  A DIFFERENCE WAS
 HX2851'FOUND IN THE DISTANCE TO REFERENCE MARK NO. 2 AND IN THE DIRECTION TO
 HX2851'REFERENCE MARK NO. 1.  THE AZIMUTH MARK WAS
 HX2851'NOT VISIBLE WITHOUT CONSIDERABLE CLEARING AND NO
 HX2851'OTHER LOCATION WAS AVAILABLE FOR A V.G. MARK SO NONE
 HX2851'WAS SET.  THE ORIGINAL DESCRIPTION
 HX2851'IS ADEQUATE AND IT IS NOW POSSIBLE TO DRIVE TO STATION.
 HX2851'
 HX2851'1956 OBSERVATIONS TAKEN FROM A 77 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2850 ***********************************************************************
 HX2850  DESIGNATION -  MOORE USGS 1941
 HX2850  PID         -  HX2850
 HX2850  STATE/COUNTY-  WV/RANDOLPH
 HX2850  USGS QUAD   -  ADOLPH (1995)
 HX2850
 HX2850                         *CURRENT SURVEY CONTROL
 HX2850  ___________________________________________________________________
 HX2850* NAD 83(1995)-  38 44 40.70238(N)    080 06 29.93758(W)     ADJUSTED  
 HX2850* NAVD 88     -      1055.     (meters)    3461.     (feet)  SCALED    
 HX2850  ___________________________________________________________________
 HX2850  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 HX2850  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX2850
 HX2850  HORZ ORDER  -  SECOND
 HX2850
 HX2850.The horizontal coordinates were established by classical geodetic methods
 HX2850.and adjusted by the National Geodetic Survey in April 1998..
 HX2850
 HX2850.The orthometric height was scaled from a topographic map.
 HX2850
 HX2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2850
 HX2850.The geoid height was determined by GEOID03.
 HX2850
 HX2850;                    North         East     Units Scale Factor Converg.
 HX2850;SPC WV S     -   194,013.445   677,516.999   MT  0.99997340   +0 33 04.4
 HX2850;UTM  17      - 4,288,816.974   577,489.935   MT  0.99967394   +0 33 29.1
 HX2850
 HX2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2850!SPC WV S     -   0.99983937  x   0.99997340  =   0.99981277
 HX2850!UTM  17      -   0.99983937  x   0.99967394  =   0.99951336
 HX2850
 HX2850                          SUPERSEDED SURVEY CONTROL
 HX2850
 HX2850  NAD 83(1986)-  38 44 40.70791(N)    080 06 29.94928(W) AD(       ) 2
 HX2850  NAD 27      -  38 44 40.32580(N)    080 06 30.68110(W) AD(       ) 2
 HX2850
 HX2850.Superseded values are not recommended for survey control.
 HX2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2850.See file dsdata.txt to determine how the superseded data were derived.
 HX2850
 HX2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7749088817(NAD 83)
 HX2850_MARKER: DD = SURVEY DISK
 HX2850_SETTING: 80 = SET IN A BOULDER
 HX2850_SP_SET: SET IN DRILL HOLE IN A BOULDER
 HX2850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2850+STABILITY: SURFACE MOTION
 HX2850
 HX2850  HISTORY     - Date     Condition        Report By
 HX2850  HISTORY     - 1941     MONUMENTED       USGS
 HX2850
 HX2850                          STATION DESCRIPTION
 HX2850
 HX2850'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 HX2850'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION MOORE.
 HX2850'
 HX2850'THE STATION IS ABOUT 8 MILES WEST OF THE VILLAGE OF MILL CREEK AND ON
 HX2850'THE FIRST KNOB EAST OF
 HX2850'HIGH GERMANY KNOB.  IT IS ABOUT 25 YARDS NORTH OF THE APPARENTLY
 HX2850'HIGHEST POINT OF THE HILL AND 14.365
 HX2850'METERS OR 47.13 FEET NORTHWEST OF STATION MOORE.  IT IS AN UNSTAMPED
 HX2850'STANDARD U. S. G. S. WEST VIRGINIA COMBINATION
 HX2850'TRIANGULATION STATION AND BENCH MARK
 HX2850'DISK SET IN THE TOP OF A SMALL BOULDER WHICH PROJECTS 6 INCHES.
 HX2850'
 HX2850'TO REACH FROM THE BRIDGE ON U. S. HIGHWAY 219 OVER MILL CREEK IN THE
 HX2850'VILLAGE OF MILL CREEK, GO
 HX2850'SOUTHERLY ON THE HIGHWAY 0.15 MILE AND TURN RIGHT, THENCE WESTERLY
 HX2850'0.7 MILE AND TAKE THE RIGHT FORK
 HX2850'KEEPING THE MAIN ROAD, THENCE WESTERLY 1.0 MILE AND TAKE THE LEFT
 HX2850'FORK KEEPING THE MAIN ROAD, THENCE
 HX2850'GENERALLY WESTERLY 1.8 MILES AND TAKE THE LEFT FORK KEEPING
 HX2850'THE MAIN ROAD, THENCE GENERALLY WESTERLY 4.1
 HX2850'MILES TO THE SETTLEMENT OF ADOLPH AND TURN
 HX2850'RIGHT ACROSS BRIDGE, THENCE 3.6 MILES TO BLUE ROCK CHURCH ON
 HX2850'THE RIGHT, THENCE CONTINUE ON THE MAIN
 HX2850'ROAD WESTERLY 0.4 MILE AND TURN RIGHT, THENCE NORTHERLY ON A WOODS
 HX2850'ROAD 1.7 MILES TO A RIDGE TRAIL ON THE
 HX2850'LEFT AND THE END OF TRUCK TRAVEL, THENCE AFOOT ALONG THIS TRAIL
 HX2850'ABOUT 1/3 MILE TO THE HIGHEST POINT OF THE
 HX2850'HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0310 ***********************************************************************
 JW0310  DESIGNATION -  MOOREFIELD
 JW0310  PID         -  JW0310
 JW0310  STATE/COUNTY-  WV/HARDY
 JW0310  USGS QUAD   -  MOOREFIELD (1981)
 JW0310
 JW0310                         *CURRENT SURVEY CONTROL
 JW0310  ___________________________________________________________________
 JW0310* NAD 83(1986)-  39 03 44.     (N)    078 58 03.     (W)     SCALED    
 JW0310* NAVD 88     -       252.416  (meters)     828.13   (feet)  ADJUSTED  
 JW0310  ___________________________________________________________________
 JW0310  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JW0310  DYNAMIC HT  -         252.255 (meters)     827.61  (feet)  COMP
 JW0310  MODELED GRAV-     979,982.0   (mgal)                       NAVD 88
 JW0310
 JW0310  VERT ORDER  -  SECOND    CLASS 0
 JW0310
 JW0310.The horizontal coordinates were scaled from a topographic map and have
 JW0310.an estimated accuracy of +/- 6 seconds.
 JW0310
 JW0310.The orthometric height was determined by differential leveling
 JW0310.and adjusted by the National Geodetic Survey in June 1991..
 JW0310
 JW0310.The geoid height was determined by GEOID03.
 JW0310
 JW0310.The dynamic height is computed by dividing the NAVD 88
 JW0310.geopotential number by the normal gravity value computed on the
 JW0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0310.degrees latitude (g = 980.6199 gals.).
 JW0310
 JW0310.The modeled gravity was interpolated from observed gravity values.
 JW0310
 JW0310;                    North         East    Units  Estimated Accuracy
 JW0310;SPC WV N     -    62,550.      646,090.      MT  (+/- 180 meters Scaled)
 JW0310
 JW0310                          SUPERSEDED SURVEY CONTROL
 JW0310
 JW0310  NGVD 29 (??/??/92)  252.577  (m)          828.66   (f) ADJ UNCH    2 0
 JW0310
 JW0310.Superseded values are not recommended for survey control.
 JW0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0310.See file dsdata.txt to determine how the superseded data were derived.
 JW0310
 JW0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD758256(NAD 83)
 JW0310_MARKER: DB = BENCH MARK DISK
 JW0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0310_SP_SET: BUILDING
 JW0310_STAMPING: MOOREFIELD 1934
 JW0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0310
 JW0310  HISTORY     - Date     Condition        Report By
 JW0310  HISTORY     - 1934     MONUMENTED       CGS
 JW0310  HISTORY     - 1935     GOOD             NGS
 JW0310
 JW0310                          STATION DESCRIPTION
 JW0310
 JW0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0310'AT MOOREFIELD.
 JW0310'AT MOOREFIELD, HARDY COUNTY, IN THE WEST FACE OF THE SOUTH END OF
 JW0310'THE CITY HALL, 160 YARDS WEST OF THE CENTERLINE OF THE BALTIMORE
 JW0310'AND OHIO RAILROAD TRACK, 11 YARDS NORTH OF THE CENTERLINE OF THE
 JW0310'STREET, AND 4.5 FEET HIGHER THAN THE STREET.  A STANDARD DISK,
 JW0310'STAMPED MOOREFIELD 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1462 ***********************************************************************
 JW1462  DESIGNATION -  MOOREFIELD
 JW1462  PID         -  JW1462
 JW1462  STATE/COUNTY-  WV/HARDY
 JW1462  USGS QUAD   -  MOOREFIELD (1981)
 JW1462
 JW1462                         *CURRENT SURVEY CONTROL
 JW1462  ___________________________________________________________________
 JW1462* NAD 83(1995)-  39 04 06.49660(N)    078 56 46.61919(W)     ADJUSTED  
 JW1462* NAVD 88     -       298.85   (+/-2cm)     980.5    (feet)  VERTCON   
 JW1462  ___________________________________________________________________
 JW1462  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 JW1462  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JW1462
 JW1462  HORZ ORDER  -  THIRD
 JW1462  VERT ORDER  -  THIRD ? (See Below)
 JW1462
 JW1462.The horizontal coordinates were established by classical geodetic methods
 JW1462.and adjusted by the National Geodetic Survey in April 1998..
 JW1462
 JW1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1462.The vertical order pertains to the NGVD 29 superseded value.
 JW1462
 JW1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1462
 JW1462.The geoid height was determined by GEOID03.
 JW1462
 JW1462;                    North         East     Units Scale Factor Converg.
 JW1462;SPC WV N     -    63,257.723   647,919.348   MT  0.99998776   +0 21 11.3
 JW1462;UTM  17      - 4,326,382.298   677,671.328   MT  0.99998871   +1 17 40.9
 JW1462
 JW1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1462!SPC WV N     -   0.99995818  x   0.99998776  =   0.99994594
 JW1462!UTM  17      -   0.99995818  x   0.99998871  =   0.99994689
 JW1462
 JW1462|---------------------------------------------------------------------|
 JW1462| PID    Reference Object                     Distance      Geod. Az  |
 JW1462|                                                           dddmmss.s |
 JW1462| CK6966 MOOREFIELD RM 1                       9.809 METERS 05106     |
 JW1462| CK6967 MOOREFIELD RM 2                      25.560 METERS 14449     |
 JW1462| CK7095 MOOREFIELD AZ MK                                   3183650.7 |
 JW1462|---------------------------------------------------------------------|
 JW1462
 JW1462                          SUPERSEDED SURVEY CONTROL
 JW1462
 JW1462  NAD 83(1995)-  39 04 06.50387(N)    078 56 46.62874(W) AD(       ) 3
 JW1462  NAD 83(1995)-  39 04 06.50362(N)    078 56 46.62865(W) AD(       ) 3
 JW1462  NAD 83(1986)-  39 04 06.50431(N)    078 56 46.62887(W) AD(       ) 3
 JW1462  NAD 27      -  39 04 06.11020(N)    078 56 47.54010(W) AD(       ) 3
 JW1462  NGVD 29 (07/19/86)  299.01   (m)          981.0    (f) LEVELING    3  
 JW1462
 JW1462.Superseded values are not recommended for survey control.
 JW1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1462.See file dsdata.txt to determine how the superseded data were derived.
 JW1462
 JW1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD7767126382(NAD 83)
 JW1462_MARKER: DS = TRIANGULATION STATION DISK
 JW1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1462
 JW1462  HISTORY     - Date     Condition        Report By
 JW1462  HISTORY     - 1956     MONUMENTED       CGS
 JW1462
 JW1462                          STATION DESCRIPTION
 JW1462
 JW1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1462'THE STATION IS LOCATED, AIRLINE, ABOUT 10 MILES NORTHEAST OF
 JW1462'PETERSBURG, 9 MILES WEST
 JW1462'NORTHWEST OF THE U.S. POST OFFICE IN NEEDMORE, 1 MILE EAST NORTHEAST
 JW1462'OF MOREFIELD AND ON THE MOOREFIELD
 JW1462'MUNICIPAL AIRPORT.
 JW1462'
 JW1462'THE STATION MARK IS A STANDARD DISK STAMPED MOOREFIELD 1956 SET IN
 JW1462'THE TOP OF A 10 INCH SQUARE
 JW1462'CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND.  THE MARK IS 72.0
 JW1462'FEET NORTH OF THE WINDSOCK.
 JW1462'
 JW1462'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MOOREFIELD NO 1
 JW1462'1956 SET IN THE TOP OF A
 JW1462'10 INCH SQUARE CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND.  THE
 JW1462'MARK IS AT THE STATION ELEVATION.
 JW1462'
 JW1462'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MOOREFIELD NO 2
 JW1462'1956 SET IN A DRILL HOLE N
 JW1462'THE CONCRETE BASE THAT SUPPORTS THE NORTHEAST CORNER OF THE MIDDLE
 JW1462'ONE OF THREE AIRPLANE HANGARS.  THE
 JW1462'MARK IS FLUSH WITH THE GROUND AND IT IS AT THE
 JW1462'STATION ELEVATION.
 JW1462'
 JW1462'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MOOREFIELD 1956 SET IN
 JW1462'THE TOP OF A 10 INCH SQUARE
 JW1462'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS
 JW1462'40 FEET SOUTH OF A FENCE CORNER,
 JW1462'3.5 FEET SOUTH OF AN EAST-WEST FENCE LINE AND IT IS AT
 JW1462'THE NORTHWEST CORNER OF THE MOOREFIELD MUNICIPAL AIRPORT.
 JW1462'
 JW1462'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOOREFIELD GO SOUTH
 JW1462'ON MAIN STREET FOR 0.05
 JW1462'MILE TO THE JUNCTION OF STATE HIGHWAY 55 AND WINCHESTER STREET.  TURN
 JW1462'LEFT, EAST, ON STATE HIGHWAY 55
 JW1462'AND WINCHESTER STREET AND GO 1.75 MILES TO THE AIRPORT
 JW1462'ENTRANCE ON THE LEFT AT THE TOP OF A SMALL GRADE.
 JW1462'TURN SHARP LEFT THROUGH THE AIRPORT
 JW1462'ENTRANCE AND GO WESTERLY FOR 0.1 MILE TO THE NORTH SIDE OF THE MIDDLE
 JW1462'AIRPLANE HANGAR AND THE STATION AS DESCRIBED.
 JW1462'
 JW1462'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST FOR 0.4 MILE
 JW1462'TO THE NORTHWEST CORNER OF THE
 JW1462'AIRPORT AND THE AZIMUTH MARK AS DESCRIBED.
 JW1462'
 JW1462'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1356 ***********************************************************************
 JW1356  DESIGNATION -  MORGAIR
 JW1356  PID         -  JW1356
 JW1356  STATE/COUNTY-  WV/MONONGALIA
 JW1356  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1356
 JW1356                         *CURRENT SURVEY CONTROL
 JW1356  ___________________________________________________________________
 JW1356* NAD 83(1995)-  39 38 40.71901(N)    079 55 10.62773(W)     ADJUSTED  
 JW1356* NAVD 88     -       377.8    (meters)    1239.     (feet)  VERTCON   
 JW1356  ___________________________________________________________________
 JW1356  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 JW1356  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JW1356
 JW1356  HORZ ORDER  -  FIRST
 JW1356
 JW1356.This mark is at Morgantown Mun Walter L Bill Hart Fld Airport (MGW)
 JW1356
 JW1356.The horizontal coordinates were established by classical geodetic methods
 JW1356.and adjusted by the National Geodetic Survey in April 1998..
 JW1356
 JW1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1356
 JW1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1356
 JW1356.The geoid height was determined by GEOID03.
 JW1356
 JW1356;                    North         East     Units Scale Factor Converg.
 JW1356;SPC WV N     -   127,159.375   563,984.341   MT  0.99994079   -0 16 03.4
 JW1356;SPC PA S     -    36,854.340   413,779.064   MT  1.00005767   -1 24 27.5
 JW1356;SPC PA S     -   120,912.95  1,357,540.15   sFT  1.00005767   -1 24 27.5
 JW1356;UTM  17      - 4,388,875.059   592,698.309   MT  0.99970579   +0 41 21.7
 JW1356
 JW1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1356!SPC WV N     -   0.99994583  x   0.99994079  =   0.99988663
 JW1356!SPC PA S     -   0.99994583  x   1.00005767  =   1.00000350
 JW1356!UTM  17      -   0.99994583  x   0.99970579  =   0.99965164
 JW1356
 JW1356|---------------------------------------------------------------------|
 JW1356| PID    Reference Object                     Distance      Geod. Az  |
 JW1356|                                                           dddmmss.s |
 JW1356| CX4236 MORGAIR RM 1                         13.013 METERS 03803     |
 JW1356| JW1348 MORGANTOWN WWVU TV MAST             APPROX.14.6 KM 0670750.6 |
 JW1356| JW1357 AIRPORT TWR MORGANTOWN APT          164.910 METERS 18609     |
 JW1356| CX4237 MORGAIR RM 2                         11.374 METERS 30850     |
 JW1356| JW1790 MORGAIR AZ MK                       APPROX. 0.7 KM 3570723.0 |
 JW1356|---------------------------------------------------------------------|
 JW1356
 JW1356                          SUPERSEDED SURVEY CONTROL
 JW1356
 JW1356  NAD 83(1986)-  39 38 40.72415(N)    079 55 10.63426(W) AD(       ) 1
 JW1356  NAD 27      -  39 38 40.43175(N)    079 55 11.41306(W) AD(       ) 1
 JW1356  NGVD 29 (07/19/86)  377.9    (m)         1240.     (f) VERT ANG       
 JW1356
 JW1356.Superseded values are not recommended for survey control.
 JW1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1356.See file dsdata.txt to determine how the superseded data were derived.
 JW1356
 JW1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9269888875(NAD 83)
 JW1356_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JW1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1356_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1356_MARK LOGO: NGS   
 JW1356_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JW1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1356
 JW1356  HISTORY     - Date     Condition        Report By
 JW1356  HISTORY     - 1975     MONUMENTED       NGS
 JW1356  HISTORY     - 1975     GOOD             NGS
 JW1356  HISTORY     - 1981     MARK NOT FOUND   NGS
 JW1356  HISTORY     - 19890125 SEE DESCRIPTION  HARTMN
 JW1356
 JW1356                          STATION DESCRIPTION
 JW1356
 JW1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1356'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF MORGANTOWN AT THE
 JW1356'MORGANTOWN MUNICIPAL AIRPORT.  PERMISSION TO ESTABLISH THE
 JW1356'STATION WAS OBTAINED FROM JOHN JENNINGS, AIRPORT MANAGER,
 JW1356'TELEPHONE NUMBER 292-7090.
 JW1356'
 JW1356'TO REACH THE STATION FROM THE JUNCTION OF BY-PASS U.S. HIGHWAY
 JW1356'119 AND BUSINESS 119 AT THE NORTHWEST CORNER OF THE AIRPORT, GO
 JW1356'SOUTHERLY ON BY-PASS 119 FOR 0.05 MILE TO WHERE THE HIGHWAY BEARS
 JW1356'RIGHT AND A PAVED ROAD CONTINUES AHEAD.  KEEP LEFT AND CONTINUE
 JW1356'SOUTHERLY ON A PAVED ROAD ALONG THE WEST SIDE OF THE AIRPORT
 JW1356'FOR 0.25 MILE TO A LOCKED CABLE GATE ON THE LEFT.  BEAR LEFT
 JW1356'THROUGH THE GATE AND GO SOUTHEAST ON A PAVED ROAD FOR 0.05 MILE
 JW1356'TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM
 JW1356'THE STATION GO NORTH ALONG THE WEST EDGE OF THE TAXIWAY FOR
 JW1356'0.5 MILE TO THE EDGE OF THE TREES AND THE MARK.
 JW1356'
 JW1356'STATION MARKS ARE STANDARD DISK, STAMPED---MORGAIR 1975---.  THE
 JW1356'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JW1356'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 94 FEET
 JW1356'WEST OF THE CENTER OF THE TAXIWAY, 91 FEET EAST OF THE ENTRANCE
 JW1356'TO A PARKING APRON AND 2.4 FEET NORTH OF THE NORTH EDGE OF THE
 JW1356'PARKING APRON.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 JW1356'MASS OF CONCRETE THAT IS 42 INCHES BELOW THE SURFACE.
 JW1356'
 JW1356'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---MORGAIR NO 1
 JW1356'1975---, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS FLUSH
 JW1356'WITH THE GROUND.  IT IS 124.0 FEET EAST OF THE APRON ENTRANCE,
 JW1356'69.0 FEET WEST OF THE CENTER OF THE TAXIWAY, 14.0 FEET
 JW1356'NORTHWEST OF THE NORTH EDGE OF THE APRON AND ABOUT THE SAME
 JW1356'ELEVATION AS THE STATION.
 JW1356'
 JW1356'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---MORGAIR NO 2
 JW1356'1975---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JW1356'THAT IS FLUSH WITH THE GROUND.  IT IS 124.0 FEET WEST OF THE
 JW1356'CENTER OF THE TAXIWAY, 68.0 FEET EAST OF THE APRON ENTRANCE,
 JW1356'32.0 FEET NORTH OF THE NORTH EDGE OF THE APRON AND ABOUT 1 FOOT
 JW1356'HIGHER THAN THE STATION.
 JW1356'
 JW1356'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED---MORGAIR
 JW1356'AZ 1975---, SET IN AN IRREGULAR MASS OF CONCRETE BONDED TO A ROCK
 JW1356'OUTCROP THAT IS FLUSH WITH THE GROUND.  IT IS 132.0 FEET SOUTH
 JW1356'OF A CABLE CROSSING AND 75.0 FEET SOUTHEAST OF THE TREE LINE.
 JW1356'
 JW1356'REFERENCE MARK MEASUREMENTS WERE COMPUTED FROM SLOPE
 JW1356'DISTANCES.
 JW1356'HEIGHT OF THE LIGHT ABOVE THE MARK WAS 1.7 METERS.
 JW1356
 JW1356                          STATION RECOVERY (1975)
 JW1356
 JW1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JW1356'RECOVERED IN GOOD CONDITION.
 JW1356
 JW1356                          STATION RECOVERY (1981)
 JW1356
 JW1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAH)
 JW1356'THE STATION AND REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED BY
 JW1356'EXPANSION OF THE PARKING APRON.  THE AZIMUTH MARK WAS RECOVERED AS
 JW1356'DESCRIBED IN GOOD CONDITION.
 JW1356'
 JW1356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHEAST EDGE OF
 JW1356'MORGANTOWN.
 JW1356
 JW1356                          STATION RECOVERY (1989)
 JW1356
 JW1356'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1356'THE STATION, RM NO. 1 AND RM NO. 2 WERE SEARCHED FOR AND NOT FOUND.
 JW1356'THE PARKING APRON MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN
 JW1356'EXTENDED AND THE MARKS ARE BELIEVED TO HAVE BEEN DESTROYED.  THE
 JW1356'UNDERGROUND MARK MAY BE IN, BUT IT IS PAVED OVER.  AZIMUTH MARK NOT
 JW1356'SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1790 ***********************************************************************
 JW1790  SACS        -  This is a Secondary Airport Control Station.
 JW1790  DESIGNATION -  MORGAIR AZ MK
 JW1790  PID         -  JW1790
 JW1790  STATE/COUNTY-  WV/MONONGALIA
 JW1790  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1790
 JW1790                         *CURRENT SURVEY CONTROL
 JW1790  ___________________________________________________________________
 JW1790* NAD 83(1995)-  39 39 04.40641(N)    079 55 12.16766(W)     ADJUSTED  
 JW1790* NAVD 88     -       375.733  (meters)    1232.72   (feet)  ADJUSTED  
 JW1790  ___________________________________________________________________
 JW1790  X           -     860,719.810 (meters)                     COMP
 JW1790  Y           -  -4,841,865.007 (meters)                     COMP
 JW1790  Z           -   4,048,463.913 (meters)                     COMP
 JW1790  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 JW1790  ELLIP HEIGHT-         343.24  (meters)          (10/04/01) GPS OBS
 JW1790  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JW1790  DYNAMIC HT  -         375.512 (meters)    1231.99  (feet)  COMP
 JW1790  MODELED GRAV-     980,025.4   (mgal)                       NAVD 88
 JW1790
 JW1790  HORZ ORDER  -  FIRST
 JW1790  VERT ORDER  -  FIRST     CLASS II
 JW1790  ELLP ORDER  -  FOURTH    CLASS II
 JW1790
 JW1790.This mark is at Morgantown Mun Walter L Bill Hart Fld Airport (MGW)
 JW1790
 JW1790.The horizontal coordinates were established by GPS observations
 JW1790.and adjusted by the National Geodetic Survey in November 1995..
 JW1790
 JW1790.The orthometric height was determined by differential leveling
 JW1790.and adjusted by the National Geodetic Survey in April 1995..
 JW1790.WARNING-GPS observations at this control monument resulted in a GPS
 JW1790.derived orthometric height which differed from the leveled height by
 JW1790.more than one decimeter (0.1 meter).
 JW1790
 JW1790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1790
 JW1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1790
 JW1790.The ellipsoidal height was determined by GPS observations
 JW1790.and is referenced to NAD 83.
 JW1790
 JW1790.The geoid height was determined by GEOID03.
 JW1790
 JW1790.The dynamic height is computed by dividing the NAVD 88
 JW1790.geopotential number by the normal gravity value computed on the
 JW1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1790.degrees latitude (g = 980.6199 gals.).
 JW1790
 JW1790.The modeled gravity was interpolated from observed gravity values.
 JW1790
 JW1790;                    North         East     Units Scale Factor Converg.
 JW1790;SPC WV N     -   127,890.040   563,951.042   MT  0.99994084   -0 16 04.4
 JW1790;UTM  17      - 4,389,604.895   592,652.822   MT  0.99970569   +0 41 21.1
 JW1790
 JW1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1790!SPC WV N     -   0.99994615  x   0.99994084  =   0.99988700
 JW1790!UTM  17      -   0.99994615  x   0.99970569  =   0.99965186
 JW1790
 JW1790                          SUPERSEDED SURVEY CONTROL
 JW1790
 JW1790  ELLIP H (11/30/95)  343.26   (m)                       GP(       ) 4 2
 JW1790
 JW1790.Superseded values are not recommended for survey control.
 JW1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1790.See file dsdata.txt to determine how the superseded data were derived.
 JW1790
 JW1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9265389605(NAD 83)
 JW1790_MARKER: DZ = AZIMUTH MARK DISK
 JW1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1790_SP_SET: CONCRETE POST
 JW1790_STAMPING: MORGAIR AZ 1975
 JW1790_MARK LOGO: NGS   
 JW1790_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1790+STABILITY: SURFACE MOTION
 JW1790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1790+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 JW1790
 JW1790  HISTORY     - Date     Condition        Report By
 JW1790  HISTORY     - 1975     MONUMENTED       NGS
 JW1790  HISTORY     - 19850630 GOOD             NGS
 JW1790  HISTORY     - 19930817 GOOD             NGS
 JW1790  HISTORY     - 19940919 GOOD             NGS
 JW1790  HISTORY     - 19960725 GOOD             NGS
 JW1790
 JW1790                          STATION DESCRIPTION
 JW1790
 JW1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JW1790'MARK IS A STANDARD REFERENCE MARK STAMPED MORGAIR AZ 1975 SET IN AN
 JW1790'IRREGULAR MASS OF CONCRETE BONDED TO A ROCK OUTCROP THAT IS FLUSH WITH
 JW1790'THE GROUND.  IT IS 132.0 FT (40.2 M) SOUTH OF A CABLE CROSSING AND
 JW1790'75.0 FT (22.9 M) SOUTHEAST OF A TREE LINE.
 JW1790
 JW1790                          STATION RECOVERY (1993)
 JW1790
 JW1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JW1790'1.7 KM (1.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 857 FROM THE
 JW1790'JUNCTION OF INTERSTATE HIGHWAY 68 IN MORGANTOWN (EXIT 7), THENCE 1.0
 JW1790'KM (0.60 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 119, THENCE 0.1 KM
 JW1790'(0.05 MI) EASTERLY ALONG A PAVED ROAD AND TAXIWAY, 95.9 M (314.6 FT)
 JW1790'WEST OF THE EXTENDED CENTERLINE OF RUNWAY 18-36, 77.7 M (254.9 FT)
 JW1790'NORTH OF THE NORTH EDGE OF A TAXIWAY, 69.7 M (228.7 FT) NORTH OF A
 JW1790'RUNWAY SIGN (A-18), 39.1 M (128.3 FT) SOUTHWEST OF AN UNDERGROUND
 JW1790'CABLE JUNCTION BOX, 2.2 M (7.2 FT) EAST OF THE EXTENDED WEST EDGE OF
 JW1790'A TAXIWAY, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TAXIWAY, AND THE
 JW1790'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 JW1790
 JW1790                          STATION RECOVERY (1994)
 JW1790
 JW1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 JW1790'THE STATION IS LOCATED APPROXIMATELY 2.0 MI (3.2 KM) NORTHEAST OF
 JW1790'DOWNTOWN MORGANTOWN AT MORGANTOWN MUNICIPAL AIRPORT, HART FIELD, NEAR
 JW1790'RUNWAY END 18, SET IN A CONCRETE POST.  OWNERSHIP--CITY OF
 JW1790'MORGANTOWN.
 JW1790' 
 JW1790'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 68 AND STATE
 JW1790'ROUTE 857, GO WEST ON STATE ROUTE 857 FOR 1.1 MI (1.8 KM) TO U.S.
 JW1790'HIGHWAY 119, STATE ROUTE 857 ON THE LEFT.  TURN LEFT AND GO SOUTHERLY
 JW1790'ON U.S.  HIGHWAY 119 AND STATE ROUTE 857 FOR .65 MI (1.05 KM) TO WHERE
 JW1790'STATE ROUTE 857 AND U.S.  119 SPLIT.  TURN LEFT ON STATE ROUTE 857 AND
 JW1790'PROCEED FOR .O5 MI TO A SHARP BEND AND A STOP SIGN.  CONTINUE STRAIGHT
 JW1790'AHEAD THE ROAD ON THE AIRPORT ENTRANCE ROAD PROCEED FOR 0.4 MI (0.6
 JW1790'KM) TO THE TERMINAL BUILDING.  UPON GAINING ACCESS TO THE FIELD,
 JW1790'PROCEED TO THE TERMINAL BUILDING.  CROSS THE APRON TO TAXIWAY A AND
 JW1790'PROCEED NORTH ON TAXIWAY A FOR .45 MI (0.72 KM) T0 THE END OF THE
 JW1790'TAXIWAY.  CONTINUE NORTH CROSS COUNTRY FOR .05 MI (0.08 KM) TO THE
 JW1790'STATION STRAIGHT AHEAD.
 JW1790' 
 JW1790'LOCATED 40.2 M (131.9 FT) SOUTHWEST OF AN ABOVE GROUND CABLE JUNCTION,
 JW1790'22.9 M (75.1 FT) SOUTHEAST OF THE EDGE OF A BIRM AND 105 M (344.5 FT)
 JW1790'NORTH OF THE WEST EDGE AND NORTH END OF TAXIWAY A.
 JW1790' 
 JW1790'TO OBTAIN ACCESS TO THE STATION, CONTACT MR.  BILL PLUTT, DIRECTOR,
 JW1790'MORGANTOWN MUNICIPAL AIRRPORT, 389 SPRUCE STREET, MORGANTOWN, WV,
 JW1790'26505.  PHONE (304) 291-7461.
 JW1790' 
 JW1790'DESCRIBED BY PDL.
 JW1790
 JW1790                          STATION RECOVERY (1996)
 JW1790
 JW1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JW1790'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2198 ***********************************************************************
 JX2198  DESIGNATION -  MORGAN
 JX2198  PID         -  JX2198
 JX2198  STATE/COUNTY-  WV/WOOD
 JX2198  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX2198
 JX2198                         *CURRENT SURVEY CONTROL
 JX2198  ___________________________________________________________________
 JX2198* NAD 83(1995)-  39 10 56.29359(N)    081 31 30.19394(W)     ADJUSTED  
 JX2198* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 JX2198  ___________________________________________________________________
 JX2198  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 JX2198  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JX2198
 JX2198  HORZ ORDER  -  SECOND
 JX2198
 JX2198.The horizontal coordinates were established by classical geodetic methods
 JX2198.and adjusted by the National Geodetic Survey in April 1998..
 JX2198
 JX2198.The orthometric height was scaled from a topographic map.
 JX2198
 JX2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2198
 JX2198.The geoid height was determined by GEOID03.
 JX2198
 JX2198;                    North         East     Units Scale Factor Converg.
 JX2198;SPC WV N     -    77,719.132   425,047.886   MT  0.99997053   -1 17 29.5
 JX2198;UTM  17      - 4,337,138.625   454,651.436   MT  0.99962532   -0 19 54.2
 JX2198
 JX2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2198!SPC WV N     -   0.99996994  x   0.99997053  =   0.99994047
 JX2198!UTM  17      -   0.99996994  x   0.99962532  =   0.99959527
 JX2198
 JX2198|---------------------------------------------------------------------|
 JX2198| PID    Reference Object                     Distance      Geod. Az  |
 JX2198|                                                           dddmmss.s |
 JX2198| CF3059 MORGAN RM 1                          18.563 METERS 21247     |
 JX2198| CF3060 MORGAN RM 2                          19.650 METERS 26055     |
 JX2198| JX1206 MORGAN AZ MK                                       3255411.3 |
 JX2198|---------------------------------------------------------------------|
 JX2198
 JX2198                          SUPERSEDED SURVEY CONTROL
 JX2198
 JX2198  NAD 83(1995)-  39 10 56.29793(N)    081 31 30.19984(W) AD(       ) 2
 JX2198  NAD 83(1986)-  39 10 56.29801(N)    081 31 30.20005(W) AD(       ) 2
 JX2198  NAD 27      -  39 10 56.02000(N)    081 31 30.75700(W) AD(       ) 2
 JX2198
 JX2198.Superseded values are not recommended for survey control.
 JX2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2198.See file dsdata.txt to determine how the superseded data were derived.
 JX2198
 JX2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5465137139(NAD 83)
 JX2198_MARKER: DS = TRIANGULATION STATION DISK
 JX2198_SETTING: 0 = UNSPECIFIED SETTING
 JX2198
 JX2198  HISTORY     - Date     Condition        Report By
 JX2198  HISTORY     - 1944     MONUMENTED       CGS
 JX2198  HISTORY     - 1963     GOOD             AEROS
 JX2198  HISTORY     - 1980     GOOD             THOMAS
 JX2198
 JX2198                          STATION DESCRIPTION
 JX2198
 JX2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2198'STATION IS LOCATED NEAR THE JUNCTION OF U.S. HIGHWAY 21 AND STATE
 JX2198'HIGHWAY 14 ABOUT 6-1/2 MILES S
 JX2198'OF PARKERSBURG, ON THE HIGHEST POINT OF A HILL IN
 JX2198'THE FORK OF THE TWO HIGHWAYS.
 JX2198'THE LAND IS OWNED BY MR. J.W.
 JX2198'PROVIDENCE.  STATION IS IN THE TRIANGLE OF TWO
 JX2198'FENCES, 39 FEET
 JX2198'W OF FENCE CORNER, 23 FEET N OF A FENCE, AND 10 FEET S OF A
 JX2198'WITNESS POST
 JX2198'IN THE W FENCE.  THE DISK IS STAMPED MORGAN 1944.
 JX2198'
 JX2198'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 JX2198'BRONZE DISKS SET
 JX2198'IN CONCRETE.
 JX2198'
 JX2198'REFERENCE MARK 1 IS ONE FOOT N OF FENCE AND 28 FEET S OF A
 JX2198'30-INCH OAK TREE.
 JX2198'IT IS STAMPED MORGAN NO 1 1944.
 JX2198'
 JX2198'REFERENCE MARK 2 IS ONE FOOT S OF FENCE AND 23 FEET N OF 30-INCH
 JX2198'OAK TREE.  IT IS
 JX2198'STAMPED MORGAN NO 2 1944.
 JX2198'
 JX2198'AZIMUTH MARK IS ON THE S SIDE OF U.S. HIGHWAY 21, NEAR A
 JX2198'TEXACO SERVICE
 JX2198'STATION.  IT IS 33 FEET S OF THE CENTER LINE OF
 JX2198'THE HIGHWAY, 3 FEET SW OF
 JX2198'POWER-TRANSMISSION LINE POLE 131, AND
 JX2198'32 FEET E OF THE NE CORNER OF THE SERVICE
 JX2198'STATION.  IT IS STAMPED
 JX2198'MORGAN 1944.
 JX2198'
 JX2198'TO REACH THE STATION, GO S ON U.S. HIGHWAY 21 FROM THE
 JX2198'JUNCTION OF STATE
 JX2198'HIGHWAY 14 FOR 0.2 MILE TO A REVERSE DIRT-FORK
 JX2198'ROAD LEADING TO THE PROVIDENCE HOME,
 JX2198'TURN SHARP LEFT ON DIRT
 JX2198'ROAD AND GO 0.15 MILE UP HILL TO THE PROVIDENCE HOUSE,
 JX2198'CONTINUE,
 JX2198'KEEPING TO THE RIGHT OF THE BARN, AND FOLLOW THE TOP OF THE
 JX2198'RIDGE ABOUT 0.2
 JX2198'MILE TO THE HIGHEST POINT AND STATION.
 JX2198'
 JX2198'TO REACH THE AZIMUTH MARK FROM THE HIGHWAY JUNCTION, GO N
 JX2198'AND W ON U.S.
 JX2198'HIGHWAY 21 FOR 0.8 MILE TO TEXACO SERVICE STATION
 JX2198'ON THE LEFT (WHERE THE HIGHWAY
 JX2198'CURVES SHARP N) AND AZIMUTH MARK.
 JX2198'
 JX2198'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JX2198
 JX2198                          STATION RECOVERY (1963)
 JX2198
 JX2198'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 JX2198'RECOVERED AS DESCRIBED.
 JX2198
 JX2198                          STATION RECOVERY (1980)
 JX2198
 JX2198'RECOVERY NOTE BY THOMAS ENG AND SURV 1980 (NCM)
 JX2198'STATION MARK MORGAN UNDISTURBED.
 JX2198'
 JX2198'REFERENCE MARK 1 UNDISTURBED.
 JX2198'
 JX2198'REFERENCE MARK 2 UNDISTURBED.
 JX2198'
 JX2198'AZIMUTH MARK NOT FOUND.  POSSIBLY UNDER BLACKTOP.
 JX2198'
 JX2198'PROPERTY OWNER RELUCTANT TO LET ANYONE DRIVE TO STATION MARK
 JX2198'(STATION MORGAN).
 JX2198'
 JX2198'DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES SOUTH OF
 JX2198'PARKERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1206 ***********************************************************************
 JX1206  DESIGNATION -  MORGAN AZ MK
 JX1206  PID         -  JX1206
 JX1206  STATE/COUNTY-  WV/WOOD
 JX1206  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1206
 JX1206                         *CURRENT SURVEY CONTROL
 JX1206  ___________________________________________________________________
 JX1206* NAD 83(1986)-  39 11 24.     (N)    081 31 54.     (W)     SCALED    
 JX1206* NAVD 88     -       196.971  (meters)     646.23   (feet)  ADJUSTED  
 JX1206  ___________________________________________________________________
 JX1206  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1206  DYNAMIC HT  -         196.848 (meters)     645.83  (feet)  COMP
 JX1206  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 JX1206
 JX1206  VERT ORDER  -  SECOND    CLASS 0
 JX1206
 JX1206.The horizontal coordinates were scaled from a topographic map and have
 JX1206.an estimated accuracy of +/- 6 seconds.
 JX1206
 JX1206.The orthometric height was determined by differential leveling
 JX1206.and adjusted by the National Geodetic Survey in June 1991..
 JX1206
 JX1206.The geoid height was determined by GEOID03.
 JX1206
 JX1206.The dynamic height is computed by dividing the NAVD 88
 JX1206.geopotential number by the normal gravity value computed on the
 JX1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1206.degrees latitude (g = 980.6199 gals.).
 JX1206
 JX1206.The modeled gravity was interpolated from observed gravity values.
 JX1206
 JX1206;                    North         East    Units  Estimated Accuracy
 JX1206;SPC WV N     -    78,590.      424,500.      MT  (+/- 180 meters Scaled)
 JX1206
 JX1206                          SUPERSEDED SURVEY CONTROL
 JX1206
 JX1206  NGVD 29 (??/??/92)  197.150  (m)          646.82   (f) ADJ UNCH    2 0
 JX1206
 JX1206.Superseded values are not recommended for survey control.
 JX1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1206.See file dsdata.txt to determine how the superseded data were derived.
 JX1206
 JX1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD540379(NAD 83)
 JX1206_MARKER: DZ = AZIMUTH MARK DISK
 JX1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1206_STAMPING: MORGAN 1944
 JX1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1206+STABILITY: SURFACE MOTION
 JX1206
 JX1206  HISTORY     - Date     Condition        Report By
 JX1206  HISTORY     - 1944     MONUMENTED       CGS
 JX1206  HISTORY     - 1956     GOOD             NGS
 JX1206
 JX1206                          STATION DESCRIPTION
 JX1206
 JX1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1206'AT MINERAL WELLS.
 JX1206'AT MINERAL WELLS, ABOUT 0.15 MILE SOUTH ALONG U.S. HIGHWAY 21
 JX1206'FROM THE POST OFFICE, ON THE OUTSIDE OF A CURVE IN HIGHWAY WITH
 JX1206'TANGENTS EXTENDING NORTH AND SOUTHEAST, 32 FEET SOUTHWEST OF
 JX1206'CENTER LINE OF HIGHWAY, 125 FEET SOUTHEAST OF CENTER LINE OF
 JX1206'A ROAD SOUTHWEST, 31 1/2 FEET EAST-SOUTHEAST OF EAST CORNER OF
 JX1206'SMITHS GROCERY STORE, 263 FEET NORTH OF NORTH CORNER OF MINERAL
 JX1206'WELLS SCHOOL BUILDING (CONCRETE BLOCK BUILDING), 2 1/2 FEET
 JX1206'SOUTHWEST OF POWER POLE NO. 25-T, ABOUT 2 1/2 FEET BELOW LEVEL
 JX1206'OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX1206'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1611 ***********************************************************************
 JW1611  CBN         -  This is a Cooperative Base Network Control Station.
 JW1611  DESIGNATION -  MORGANTOWN
 JW1611  PID         -  JW1611
 JW1611  STATE/COUNTY-  WV/MONONGALIA
 JW1611  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1611
 JW1611                         *CURRENT SURVEY CONTROL
 JW1611  ___________________________________________________________________
 JW1611* NAD 83(1995)-  39 37 52.89893(N)    079 57 40.16150(W)     ADJUSTED  
 JW1611* NAVD 88     -       261.1    (meters)     857.     (feet)  GPS OBS   
 JW1611  ___________________________________________________________________
 JW1611  X           -     857,475.446 (meters)                     COMP
 JW1611  Y           -  -4,843,779.818 (meters)                     COMP
 JW1611  Z           -   4,046,692.385 (meters)                     COMP
 JW1611  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 JW1611  ELLIP HEIGHT-         228.50  (meters)          (04/23/01) GPS OBS
 JW1611  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JW1611
 JW1611  HORZ ORDER  -  A
 JW1611  ELLP ORDER  -  FOURTH    CLASS I
 JW1611
 JW1611.The horizontal coordinates were established by GPS observations
 JW1611.and adjusted by the National Geodetic Survey in April 2001..
 JW1611
 JW1611.The orthometric height was determined by GPS observations and a
 JW1611.high-resolution geoid model.
 JW1611
 JW1611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1611
 JW1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1611
 JW1611.The ellipsoidal height was determined by GPS observations
 JW1611.and is referenced to NAD 83.
 JW1611
 JW1611.The geoid height was determined by GEOID03.
 JW1611
 JW1611;                    North         East     Units Scale Factor Converg.
 JW1611;SPC WV N     -   125,702.138   560,411.688   MT  0.99994075   -0 17 38.8
 JW1611;UTM  17      - 4,387,358.725   589,151.338   MT  0.99969785   +0 39 45.6
 JW1611
 JW1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1611!SPC WV N     -   0.99996415  x   0.99994075  =   0.99990491
 JW1611!UTM  17      -   0.99996415  x   0.99969785  =   0.99966201
 JW1611
 JW1611:                Primary Azimuth Mark                     Grid Az
 JW1611:SPC WV N     -  MORGANTOWN L/D M 1                       204 33 56.4
 JW1611:UTM  17      -  MORGANTOWN L/D M 1                       203 36 32.0
 JW1611
 JW1611|---------------------------------------------------------------------|
 JW1611| PID    Reference Object                     Distance      Geod. Az  |
 JW1611|                                                           dddmmss.s |
 JW1611| JW1612 MORGANTOWN L/D M 1                  APPROX. 1.4 KM 2041617.6 |
 JW1611|---------------------------------------------------------------------|
 JW1611
 JW1611                          SUPERSEDED SURVEY CONTROL
 JW1611
 JW1611  NAD 83(1995)-  39 37 52.90124(N)    079 57 40.16045(W) AD(       ) 1
 JW1611  NAD 83(1995)-  39 37 52.90697(N)    079 57 40.16776(W) AD(       ) 1
 JW1611  NGVD 29 (02/08/94)  261.2    (m)          857.     (f) GPS OBS        
 JW1611
 JW1611.Superseded values are not recommended for survey control.
 JW1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1611.See file dsdata.txt to determine how the superseded data were derived.
 JW1611
 JW1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8915187359(NAD 83)
 JW1611_MARKER: DD = SURVEY DISK
 JW1611_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1611_SP_SET: BRIDGE ABUTMENT
 JW1611_STAMPING: MORGANTOWN 1989
 JW1611_MARK LOGO: USE   
 JW1611_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1611+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2000
 JW1611
 JW1611  HISTORY     - Date     Condition        Report By
 JW1611  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1611  HISTORY     - 20000330 GOOD             WVALS
 JW1611
 JW1611                          STATION DESCRIPTION
 JW1611
 JW1611'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1611'LOCATED ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 101.1, IN
 JW1611'THE CITY OF WESTOVER, WEST VIRGINIA.
 JW1611'THE STATION IS A CORPS OF ENGINEERS BRONZE DISK SET ON TOP OF THE
 JW1611'SOUTHERLY SIDE OF THE WESTERLY ABUTMENT OF THE NEW ROUTE 19 HIGHWAY
 JW1611'BRIDGE OVER THE MONONGAHELA RIVER, WHICH CONNECTS THE CITIES OF
 JW1611'WESTOVER AND MORGANTOWN.
 JW1611'THE STATION IS NORTH 43 DEGREES 33 MINUTES 04 SECONDS EAST, A DISTANCE
 JW1611'OF 80.89 FT (24.66 M) (24.66 MT) (GRID BASE) FROM A WEST VIRGINIA
 JW1611'STATE GEODETIC SURVEY DISK WHICH IS STAMPED STATION E AND SET IN
 JW1611'THE TOP OF THE NORTHERLY END OF THE WESTERLY ABUTMENT OF THE OLD
 JW1611'ROUTE 19 HIGHWAY BRIDGE OVER THE RIVER.
 JW1611
 JW1611                          STATION RECOVERY (2000)
 JW1611
 JW1611'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (RRM)
 JW1611'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1612 ***********************************************************************
 JW1612  DESIGNATION -  MORGANTOWN L/D M 1
 JW1612  PID         -  JW1612
 JW1612  STATE/COUNTY-  WV/MONONGALIA
 JW1612  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1612
 JW1612                         *CURRENT SURVEY CONTROL
 JW1612  ___________________________________________________________________
 JW1612* NAD 83(1995)-  39 37 10.09879(N)    079 58 05.11586(W)     ADJUSTED  
 JW1612* NAVD 88     -       257.5    (meters)     845.     (feet)  VERTCON   
 JW1612  ___________________________________________________________________
 JW1612  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 JW1612  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JW1612
 JW1612  HORZ ORDER  -  FIRST
 JW1612
 JW1612.The horizontal coordinates were established by GPS observations
 JW1612.and adjusted by the National Geodetic Survey in April 1998..
 JW1612
 JW1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1612
 JW1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1612
 JW1612.The geoid height was determined by GEOID03.
 JW1612
 JW1612;                    North         East     Units Scale Factor Converg.
 JW1612;SPC WV N     -   124,385.315   559,809.753   MT  0.99994075   -0 17 54.7
 JW1612;UTM  17      - 4,386,032.358   588,571.615   MT  0.99969658   +0 39 29.1
 JW1612
 JW1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1612!SPC WV N     -   0.99996471  x   0.99994075  =   0.99990547
 JW1612!UTM  17      -   0.99996471  x   0.99969658  =   0.99966131
 JW1612
 JW1612:                Primary Azimuth Mark                     Grid Az
 JW1612:SPC WV N     -  MORGANTOWN                               024 33 56.4
 JW1612:UTM  17      -  MORGANTOWN                               023 36 32.6
 JW1612
 JW1612|---------------------------------------------------------------------|
 JW1612| PID    Reference Object                     Distance      Geod. Az  |
 JW1612|                                                           dddmmss.s |
 JW1612| JW1611 MORGANTOWN                          APPROX. 1.4 KM 0241601.7 |
 JW1612|---------------------------------------------------------------------|
 JW1612
 JW1612                          SUPERSEDED SURVEY CONTROL
 JW1612
 JW1612  NAD 83(1995)-  39 37 10.10452(N)    079 58 05.12318(W) AD(       ) 1
 JW1612  NGVD 29 (02/08/94)  257.6    (m)          845.     (f) GPS OBS        
 JW1612
 JW1612.Superseded values are not recommended for survey control.
 JW1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1612.See file dsdata.txt to determine how the superseded data were derived.
 JW1612
 JW1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8857286032(NAD 83)
 JW1612_MARKER: DD = SURVEY DISK
 JW1612_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JW1612_SP_SET: SERVICE BRIDGE OF RIVER DAM
 JW1612_STAMPING: M-1
 JW1612_MARK LOGO: USE   
 JW1612_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1612+STABILITY: POSITION/ELEVATION WELL
 JW1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1612+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 JW1612
 JW1612  HISTORY     - Date     Condition        Report By
 JW1612  HISTORY     - UNK      MONUMENTED       USE
 JW1612  HISTORY     - 19890125 GOOD             HARTMN
 JW1612
 JW1612                          STATION DESCRIPTION
 JW1612
 JW1612'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1612'LOCATED ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 102.0, IN
 JW1612'THE CITY OF MORGANTOWN, WEST VIRGINIA.
 JW1612'THE STATION IS A STANDARD CORPS OF ENGINEERS BRASS DISK SET ON THE
 JW1612'ABUTMENT OR RIGHT BANK SIDE ON TOP OF THE SERVICE BRIDGE OF THE
 JW1612'MORGANTOWN LOCK AND DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1354 ***********************************************************************
 JW1354  DESIGNATION -  MORGANTOWN RAD STA WAJR
 JW1354  PID         -  JW1354
 JW1354  STATE/COUNTY-  WV/MONONGALIA
 JW1354  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1354
 JW1354                         *CURRENT SURVEY CONTROL
 JW1354  ___________________________________________________________________
 JW1354* NAD 83(1995)-  39 37 02.74585(N)    079 56 58.75879(W)     ADJUSTED  
 JW1354* NAVD 88     -                                                        
 JW1354  ___________________________________________________________________
 JW1354  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 JW1354  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JW1354
 JW1354  HORZ ORDER  -  THIRD
 JW1354
 JW1354.The horizontal coordinates were established by classical geodetic methods
 JW1354.and adjusted by the National Geodetic Survey in April 1998..
 JW1354.No horizontal observational check was made to the station.
 JW1354
 JW1354
 JW1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1354
 JW1354.The geoid height was determined by GEOID03.
 JW1354
 JW1354;                    North         East     Units Scale Factor Converg.
 JW1354;SPC WV N     -   124,150.476   561,391.230   MT  0.99994075   -0 17 12.4
 JW1354;UTM  17      - 4,385,824.005   590,156.408   MT  0.99970007   +0 40 11.3
 JW1354
 JW1354                          SUPERSEDED SURVEY CONTROL
 JW1354
 JW1354  NAD 83(1986)-  39 37 02.75301(N)    079 56 58.76585(W) AD(       ) 4
 JW1354  NAD 27      -  39 37 02.43387(N)    079 56 59.54698(W) AD(       ) 3
 JW1354
 JW1354.Superseded values are not recommended for survey control.
 JW1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1354.See file dsdata.txt to determine how the superseded data were derived.
 JW1354
 JW1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9015685824(NAD 83)
 JW1354_MARKER: 43 = RADIO/TV TOWER
 JW1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1354+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 JW1354
 JW1354  HISTORY     - Date     Condition        Report By
 JW1354  HISTORY     - 1975     FIRST OBSERVED   NGS
 JW1354  HISTORY     - 20040522 GOOD             USPSQD
 JW1354
 JW1354                          STATION DESCRIPTION
 JW1354
 JW1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 JW1354'THE STATION, MORGANTOWN RADIO STATION WAJR 1440, IS A FOUR
 JW1354'LEGGED STEEL TOWER, SELF SUPPORTED STRUCTURE, PAINTED RED AND
 JW1354'WHITE, WITH RED LIGHTS AND HAS AN OVERALL HEIGHT OF 254 FEET.
 JW1354'
 JW1354'THE STATION IS LOCATED AT THE CORNER OF GRANDVIEW AVENUE AND
 JW1354'WEBSTER AVENUE, IN THE SOUTHEAST PART OF MORGANTOWN ON THE
 JW1354'SOUTH END OF A HIGH RIDGE.
 JW1354
 JW1354                          STATION RECOVERY (2004)
 JW1354
 JW1354'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JW1354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1359 ***********************************************************************
 JW1359  DESIGNATION -  MORGANTOWN WVU TANK
 JW1359  PID         -  JW1359
 JW1359  STATE/COUNTY-  WV/MONONGALIA
 JW1359  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1359
 JW1359                         *CURRENT SURVEY CONTROL
 JW1359  ___________________________________________________________________
 JW1359* NAD 83(1995)-  39 38 42.29472(N)    079 58 01.99162(W)     ADJUSTED  
 JW1359* NAVD 88     -                                                        
 JW1359  ___________________________________________________________________
 JW1359  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 JW1359  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JW1359
 JW1359  HORZ ORDER  -  THIRD
 JW1359
 JW1359.The horizontal coordinates were established by classical geodetic methods
 JW1359.and adjusted by the National Geodetic Survey in April 1998..
 JW1359
 JW1359
 JW1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1359
 JW1359.The geoid height was determined by GEOID03.
 JW1359
 JW1359;                    North         East     Units Scale Factor Converg.
 JW1359;SPC WV N     -   127,228.134   559,899.053   MT  0.99994080   -0 17 52.7
 JW1359;SPC PA S     -    37,004.401   409,695.477   MT  1.00005757   -1 26 18.7
 JW1359;SPC PA S     -   121,405.27  1,344,142.58   sFT  1.00005757   -1 26 18.7
 JW1359;UTM  17      - 4,388,875.577   588,613.422   MT  0.99969667   +0 39 32.4
 JW1359
 JW1359                          SUPERSEDED SURVEY CONTROL
 JW1359
 JW1359  NAD 83(1986)-  39 38 42.30107(N)    079 58 01.99883(W) AD(       ) 4
 JW1359  NAD 27      -  39 38 42.00479(N)    079 58 02.76908(W) AD(       ) 3
 JW1359
 JW1359.Superseded values are not recommended for survey control.
 JW1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1359.See file dsdata.txt to determine how the superseded data were derived.
 JW1359
 JW1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8861388876(NAD 83)
 JW1359_MARKER: 53 = ELEVATED TANK
 JW1359
 JW1359  HISTORY     - Date     Condition        Report By
 JW1359  HISTORY     - 1975     FIRST OBSERVED   NGS
 JW1359
 JW1359                          STATION DESCRIPTION
 JW1359
 JW1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 JW1359'THE STATION, MORGANTOWN WEST VIRGINIA UNIVERSITY WATER TANK,
 JW1359'IS A FOUR LEGGED STEEL STRUCTURE, SELF SUPPORTED, LIGHT BLUE
 JW1359'IN COLOR, WITH AN OVERALL HEIGHT OF ABOUT 135 FEET.
 JW1359'
 JW1359'THE STATION IS LOCATED IN THE WESTERN EDGE OF MORGANTOWN ON
 JW1359'THE WEST VIRGINIA UNIVERSITY, EVANSDALE CAMPUS.
 JW1359'
 JW1359'THE STATION IS THE TOP CENTER OF THE WATER TANK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1348 ***********************************************************************
 JW1348  DESIGNATION -  MORGANTOWN WWVU TV MAST
 JW1348  PID         -  JW1348
 JW1348  STATE/COUNTY-  WV/PRESTON
 JW1348  USGS QUAD   -  LAKE LYNN (1976)
 JW1348
 JW1348                         *CURRENT SURVEY CONTROL
 JW1348  ___________________________________________________________________
 JW1348* NAD 83(1995)-  39 41 44.76118(N)    079 45 44.62367(W)     ADJUSTED  
 JW1348* NAVD 88     -                                                        
 JW1348  ___________________________________________________________________
 JW1348  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 JW1348  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JW1348
 JW1348  HORZ ORDER  -  THIRD
 JW1348
 JW1348.The horizontal coordinates were established by classical geodetic methods
 JW1348.and adjusted by the National Geodetic Survey in April 1998..
 JW1348
 JW1348
 JW1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1348
 JW1348.The geoid height was determined by GEOID03.
 JW1348
 JW1348;                    North         East     Units Scale Factor Converg.
 JW1348;SPC WV N     -   132,783.874   577,495.265   MT  0.99994148   -0 10 02.5
 JW1348;UTM  17      - 4,394,723.249   606,110.424   MT  0.99973862   +0 47 26.0
 JW1348
 JW1348                          SUPERSEDED SURVEY CONTROL
 JW1348
 JW1348  NAD 83(1986)-  39 41 44.76596(N)    079 45 44.63005(W) AD(       ) 4
 JW1348  NAD 27      -  39 41 44.48534(N)    079 45 45.43322(W) AD(       ) 3
 JW1348
 JW1348.Superseded values are not recommended for survey control.
 JW1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1348.See file dsdata.txt to determine how the superseded data were derived.
 JW1348
 JW1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD0611094723(NAD 83)
 JW1348_MARKER: 42 = RADIO/TV MAST
 JW1348
 JW1348  HISTORY     - Date     Condition        Report By
 JW1348  HISTORY     - 1975     FIRST OBSERVED   NGS
 JW1348
 JW1348                          STATION DESCRIPTION
 JW1348
 JW1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 JW1348'THE STATION, MORGANTOWN WEST VIRGINIA UNIVERITY TELEVISION MAST
 JW1348'CHANNEL 24, IS THE LIGHT ATOP A TRIANGULAR STEEL STRUCTURE,
 JW1348'GUYED, LIGHTED, ALTERNATELY PAINTED RED AND WHITE WITH AN
 JW1348'OVERALL HEIGHT OF 518 FEET.
 JW1348'
 JW1348'THE STATION IS LOCATED ABOUT 166 MILES NORTH-NORTHEAST OF
 JW1348'KINGWOOD, 14 MILES SOUTH OF UNIONTOWN, 12 MILES NORTHEAST OF
 JW1348'MORGANTOWN NEAR THE HIGHEST PART OF A LONG RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2504 ***********************************************************************
 HX2504  DESIGNATION -  MORRIS
 HX2504  PID         -  HX2504
 HX2504  STATE/COUNTY-  WV/JACKSON
 HX2504  USGS QUAD   -  KENNA (1975)
 HX2504
 HX2504                         *CURRENT SURVEY CONTROL
 HX2504  ___________________________________________________________________
 HX2504* NAD 83(1986)-  38 44 07.     (N)    081 38 15.     (W)     SCALED    
 HX2504* NAVD 88     -       323.444  (meters)    1061.17   (feet)  ADJUSTED  
 HX2504  ___________________________________________________________________
 HX2504  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HX2504  DYNAMIC HT  -         323.231 (meters)    1060.47  (feet)  COMP
 HX2504  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 HX2504
 HX2504  VERT ORDER  -  SECOND    CLASS 0
 HX2504
 HX2504.The horizontal coordinates were scaled from a topographic map and have
 HX2504.an estimated accuracy of +/- 6 seconds.
 HX2504
 HX2504.The orthometric height was determined by differential leveling
 HX2504.and adjusted by the National Geodetic Survey in June 1991..
 HX2504
 HX2504.The geoid height was determined by GEOID03.
 HX2504
 HX2504.The dynamic height is computed by dividing the NAVD 88
 HX2504.geopotential number by the normal gravity value computed on the
 HX2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2504.degrees latitude (g = 980.6199 gals.).
 HX2504
 HX2504.The modeled gravity was interpolated from observed gravity values.
 HX2504
 HX2504;                    North         East    Units  Estimated Accuracy
 HX2504;SPC WV S     -   192,790.      544,570.      MT  (+/- 180 meters Scaled)
 HX2504
 HX2504                          SUPERSEDED SURVEY CONTROL
 HX2504
 HX2504  NGVD 29 (??/??/92)  323.622  (m)         1061.75   (f) ADJ UNCH    2 0
 HX2504
 HX2504.Superseded values are not recommended for survey control.
 HX2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2504.See file dsdata.txt to determine how the superseded data were derived.
 HX2504
 HX2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC445875(NAD 83)
 HX2504_MARKER: DD = SURVEY DISK
 HX2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2504_STAMPING: MORRIS 1956
 HX2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2504+STABILITY: SURFACE MOTION
 HX2504
 HX2504  HISTORY     - Date     Condition        Report By
 HX2504  HISTORY     - 1956     MONUMENTED       USGS
 HX2504  HISTORY     - 1956     GOOD             NGS
 HX2504
 HX2504                          STATION DESCRIPTION
 HX2504
 HX2504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2504'1.8 MI W FROM STATTS MILLS.
 HX2504'ABOUT 1.35 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX2504'AT STATTS MILLS, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A NARROW
 HX2504'ROAD TO A FORK IN ROAD AND CROSSING OF A PIPE LINE, THENCE ABOUT
 HX2504'0.1 MILE NORTHEAST STEEP UPHILL ALONG A NORTHEAST-SOUTHWEST FENCE
 HX2504'LINE TO THE TOP OF THE NORTHWEST PART OF A RIDGE, 76 FEET
 HX2504'NORTHWEST OF FENCE LINE, 76 1/2 FEET WEST-NORTHWEST OF A
 HX2504'TRIANGULAR BLAZED 30-INCH OAK TREE IN FENCE LINE, 76 1/2 FEET
 HX2504'WEST-NORTHWEST OF RM NO. 1, 123 FEET WEST-SOUTHWEST OF RM NO. 2,
 HX2504'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2505 ***********************************************************************
 HX2505  DESIGNATION -  MORRIS RM 1
 HX2505  PID         -  HX2505
 HX2505  STATE/COUNTY-  WV/JACKSON
 HX2505  USGS QUAD   -  KENNA (1975)
 HX2505
 HX2505                         *CURRENT SURVEY CONTROL
 HX2505  ___________________________________________________________________
 HX2505* NAD 83(1986)-  38 44 07.     (N)    081 38 15.     (W)     SCALED    
 HX2505* NAVD 88     -       324.115  (meters)    1063.37   (feet)  ADJUSTED  
 HX2505  ___________________________________________________________________
 HX2505  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HX2505  DYNAMIC HT  -         323.901 (meters)    1062.67  (feet)  COMP
 HX2505  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 HX2505
 HX2505  VERT ORDER  -  SECOND    CLASS 0
 HX2505
 HX2505.The horizontal coordinates were scaled from a topographic map and have
 HX2505.an estimated accuracy of +/- 6 seconds.
 HX2505
 HX2505.The orthometric height was determined by differential leveling
 HX2505.and adjusted by the National Geodetic Survey in June 1991..
 HX2505
 HX2505.The geoid height was determined by GEOID03.
 HX2505
 HX2505.The dynamic height is computed by dividing the NAVD 88
 HX2505.geopotential number by the normal gravity value computed on the
 HX2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2505.degrees latitude (g = 980.6199 gals.).
 HX2505
 HX2505.The modeled gravity was interpolated from observed gravity values.
 HX2505
 HX2505;                    North         East    Units  Estimated Accuracy
 HX2505;SPC WV S     -   192,790.      544,570.      MT  (+/- 180 meters Scaled)
 HX2505
 HX2505                          SUPERSEDED SURVEY CONTROL
 HX2505
 HX2505  NGVD 29 (??/??/92)  324.292  (m)         1063.95   (f) ADJ UNCH    2 0
 HX2505
 HX2505.Superseded values are not recommended for survey control.
 HX2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2505.See file dsdata.txt to determine how the superseded data were derived.
 HX2505
 HX2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC445875(NAD 83)
 HX2505_MARKER: DR = REFERENCE MARK DISK
 HX2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2505_STAMPING: MORRIS NO 1 1956
 HX2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2505+STABILITY: SURFACE MOTION
 HX2505
 HX2505  HISTORY     - Date     Condition        Report By
 HX2505  HISTORY     - 1956     MONUMENTED       USGS
 HX2505  HISTORY     - 1956     GOOD             NGS
 HX2505
 HX2505                          STATION DESCRIPTION
 HX2505
 HX2505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2505'1.8 MI W FROM STATTS MILLS.
 HX2505'ABOUT 1.4 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX2505'AT STATTS MILLS, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A NARROW
 HX2505'ROAD, THENCE ABOUT 0.1 MILE NORTHEAST ALONG A NORTHEAST-SOUTHWEST
 HX2505'FENCE LINE TO THE TOP OF NORTHWEST PART OF A RIDGE, 2 1/2 FEET
 HX2505'NORTHWEST OF A FENCE LINE, 76 1/2 FEET EAST-SOUTHEAST OF STATION
 HX2505'MARK, 82.2 FEET SOUTHWEST OF RM NO. 2, 8 1/2 FEET SOUTHWEST OF A
 HX2505'TRIANGULAR BLAZED 30-INCH OAK TREE IN FENCE LINE, AND SET IN THE
 HX2505'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2506 ***********************************************************************
 HX2506  DESIGNATION -  MORRIS RM 2
 HX2506  PID         -  HX2506
 HX2506  STATE/COUNTY-  WV/JACKSON
 HX2506  USGS QUAD   -  KENNA (1975)
 HX2506
 HX2506                         *CURRENT SURVEY CONTROL
 HX2506  ___________________________________________________________________
 HX2506* NAD 83(1986)-  38 44 07.     (N)    081 38 15.     (W)     SCALED    
 HX2506* NAVD 88     -       324.186  (meters)    1063.60   (feet)  ADJUSTED  
 HX2506  ___________________________________________________________________
 HX2506  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HX2506  DYNAMIC HT  -         323.972 (meters)    1062.90  (feet)  COMP
 HX2506  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 HX2506
 HX2506  VERT ORDER  -  SECOND    CLASS 0
 HX2506
 HX2506.The horizontal coordinates were scaled from a topographic map and have
 HX2506.an estimated accuracy of +/- 6 seconds.
 HX2506
 HX2506.The orthometric height was determined by differential leveling
 HX2506.and adjusted by the National Geodetic Survey in June 1991..
 HX2506
 HX2506.The geoid height was determined by GEOID03.
 HX2506
 HX2506.The dynamic height is computed by dividing the NAVD 88
 HX2506.geopotential number by the normal gravity value computed on the
 HX2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2506.degrees latitude (g = 980.6199 gals.).
 HX2506
 HX2506.The modeled gravity was interpolated from observed gravity values.
 HX2506
 HX2506;                    North         East    Units  Estimated Accuracy
 HX2506;SPC WV S     -   192,790.      544,570.      MT  (+/- 180 meters Scaled)
 HX2506
 HX2506                          SUPERSEDED SURVEY CONTROL
 HX2506
 HX2506  NGVD 29 (??/??/92)  324.364  (m)         1064.18   (f) ADJ UNCH    2 0
 HX2506
 HX2506.Superseded values are not recommended for survey control.
 HX2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2506.See file dsdata.txt to determine how the superseded data were derived.
 HX2506
 HX2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC445875(NAD 83)
 HX2506_MARKER: DR = REFERENCE MARK DISK
 HX2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2506_STAMPING: MORRIS NO 2 1956
 HX2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2506+STABILITY: SURFACE MOTION
 HX2506
 HX2506  HISTORY     - Date     Condition        Report By
 HX2506  HISTORY     - 1956     MONUMENTED       USGS
 HX2506  HISTORY     - 1956     GOOD             NGS
 HX2506
 HX2506                          STATION DESCRIPTION
 HX2506
 HX2506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2506'1.8 MI W FROM STATTS MILLS.
 HX2506'ABOUT 1.35 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX2506'AT STATTS MILLS, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A NARROW
 HX2506'GRAVEL ROAD, THENCE ABOUT 0.1 MILE NORTHEAST ALONG A
 HX2506'NORTHEAST-SOUTHWEST FENCE LINE TO THE TOP OF NORTHWEST PART OF A
 HX2506'RIDGE, 3 FEET NORTHEAST OF FENCE LINE, 12 1/2 FEET NORTH-NORTHEAST
 HX2506'OF A 28-INCH RED OAK TREE IN FENCE LINE, 82.2 FEET NORTHEAST OF
 HX2506'RM NO. 1, 123 FEET EAST-NORTHEAST OF STATION MARK AND SET IN THE
 HX2506'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2636 ***********************************************************************
 HX2636  DESIGNATION -  MOSELY
 HX2636  PID         -  HX2636
 HX2636  STATE/COUNTY-  WV/JACKSON
 HX2636  USGS QUAD   -  RAVENSWOOD (1994)
 HX2636
 HX2636                         *CURRENT SURVEY CONTROL
 HX2636  ___________________________________________________________________
 HX2636* NAD 83(1986)-  38 59 25.     (N)    081 45 43.     (W)     SCALED    
 HX2636* NAVD 88     -       180.116  (meters)     590.93   (feet)  ADJUSTED  
 HX2636  ___________________________________________________________________
 HX2636  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 HX2636  DYNAMIC HT  -         180.001 (meters)     590.55  (feet)  COMP
 HX2636  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 HX2636
 HX2636  VERT ORDER  -  FIRST     CLASS II
 HX2636
 HX2636.The horizontal coordinates were scaled from a topographic map and have
 HX2636.an estimated accuracy of +/- 6 seconds.
 HX2636
 HX2636.The orthometric height was determined by differential leveling
 HX2636.and adjusted by the National Geodetic Survey in June 1991..
 HX2636.WARNING-Repeat measurements at this control monument indicate possible
 HX2636.vertical movement.
 HX2636
 HX2636.The geoid height was determined by GEOID03.
 HX2636
 HX2636.The dynamic height is computed by dividing the NAVD 88
 HX2636.geopotential number by the normal gravity value computed on the
 HX2636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2636.degrees latitude (g = 980.6199 gals.).
 HX2636
 HX2636.The modeled gravity was interpolated from observed gravity values.
 HX2636
 HX2636;                    North         East    Units  Estimated Accuracy
 HX2636;SPC WV S     -   221,180.      533,990.      MT  (+/- 180 meters Scaled)
 HX2636
 HX2636                          SUPERSEDED SURVEY CONTROL
 HX2636
 HX2636  NGVD 29 (??/??/92)  180.256  (m)          591.39   (f) ADJ UNCH    1 2
 HX2636
 HX2636.Superseded values are not recommended for survey control.
 HX2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2636.See file dsdata.txt to determine how the superseded data were derived.
 HX2636
 HX2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD340159(NAD 83)
 HX2636_MARKER: DB = BENCH MARK DISK
 HX2636_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HX2636_STAMPING: MOSLEY 1933
 HX2636_MARK LOGO: CGS   
 HX2636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2636
 HX2636  HISTORY     - Date     Condition        Report By
 HX2636  HISTORY     - 1933     MONUMENTED       CGS
 HX2636  HISTORY     - 1956     GOOD             NGS
 HX2636  HISTORY     - 1976     GOOD             NGS
 HX2636  HISTORY     - 1984     GOOD             NGS
 HX2636
 HX2636                          STATION DESCRIPTION
 HX2636
 HX2636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2636'3.4 MI N FROM RAVENSWOOD.
 HX2636'ABOUT 3.4 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2636'FROM THE STATION AT RAVENSWOOD, AT SHERMAN, ABOUT 2 TELEPHONE
 HX2636'POLES SOUTH OF MILE POST 125, IN THE TOP OF EAST END OF SOUTH
 HX2636'CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 124.8 OVER LITTLE
 HX2636'SANDY CREEK, 7 FEET EAST OF EAST RAIL, 1/2 FOOT SOUTHWEST OF
 HX2636'NORTHEAST CORNER OF ABUTMENT AND 2 FEET BELOW LEVEL OF TRACK.
 HX2636
 HX2636                          STATION RECOVERY (1976)
 HX2636
 HX2636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2636'RECOVERED IN GOOD CONDITION.
 HX2636
 HX2636                          STATION RECOVERY (1984)
 HX2636
 HX2636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2636'RECOVERED IN GOOD CONDITION, THE 1956 DESCRIPTION IS ADEQUATE WITH THE
 HX2636'FOLLOWING CORRECTION, CHANGE STAMPING TO READ--MOSELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3083 ***********************************************************************
 HX3083  DESIGNATION -  MOUND
 HX3083  PID         -  HX3083
 HX3083  STATE/COUNTY-  WV/KANAWHA
 HX3083  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3083
 HX3083                         *CURRENT SURVEY CONTROL
 HX3083  ___________________________________________________________________
 HX3083* NAD 83(1995)-  38 22 07.97396(N)    081 41 48.24555(W)     ADJUSTED  
 HX3083* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 HX3083  ___________________________________________________________________
 HX3083  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 HX3083  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HX3083
 HX3083  HORZ ORDER  -  SECOND
 HX3083
 HX3083.The horizontal coordinates were established by classical geodetic methods
 HX3083.and adjusted by the National Geodetic Survey in April 1998..
 HX3083
 HX3083.The orthometric height was scaled from a topographic map.
 HX3083
 HX3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3083
 HX3083.The geoid height was determined by GEOID03.
 HX3083
 HX3083;                    North         East     Units Scale Factor Converg.
 HX3083;SPC WV S     -   152,159.772   539,116.653   MT  0.99993084   -0 25 50.6
 HX3083;UTM  17      - 4,246,974.207   439,135.876   MT  0.99964562   -0 25 57.0
 HX3083
 HX3083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3083!SPC WV S     -   0.99997542  x   0.99993084  =   0.99990626
 HX3083!UTM  17      -   0.99997542  x   0.99964562  =   0.99962105
 HX3083
 HX3083:                Primary Azimuth Mark                     Grid Az
 HX3083:SPC WV S     -  MOUND AZ MK                              150 15 16.4
 HX3083:UTM  17      -  MOUND AZ MK                              150 15 22.8
 HX3083
 HX3083|---------------------------------------------------------------------|
 HX3083| PID    Reference Object                     Distance      Geod. Az  |
 HX3083|                                                           dddmmss.s |
 HX3083| DC4708 MOUND AZ MK                                        1494925.8 |
 HX3083| DC4710 MOUND RM 2                            7.603 METERS 26158     |
 HX3083| DC4709 MOUND RM 1                            7.546 METERS 35922     |
 HX3083|---------------------------------------------------------------------|
 HX3083
 HX3083                          SUPERSEDED SURVEY CONTROL
 HX3083
 HX3083  NAD 83(1995)-  38 22 07.98061(N)    081 41 48.25074(W) AD(       ) 2
 HX3083  NAD 83(1986)-  38 22 07.98191(N)    081 41 48.25181(W) AD(       ) 2
 HX3083  NAD 27      -  38 22 07.64000(N)    081 41 48.80000(W) AD(       ) 2
 HX3083
 HX3083.Superseded values are not recommended for survey control.
 HX3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3083.See file dsdata.txt to determine how the superseded data were derived.
 HX3083
 HX3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3913646974(NAD 83)
 HX3083_MARKER: DS = TRIANGULATION STATION DISK
 HX3083_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX3083_SP_SET: METAL PIPE IN CONCRETE
 HX3083
 HX3083  HISTORY     - Date     Condition        Report By
 HX3083  HISTORY     - 1944     MONUMENTED       CGS
 HX3083  HISTORY     - 1958     SEE DESCRIPTION  CGS
 HX3083  HISTORY     - 1981     MARK NOT FOUND   NGS
 HX3083
 HX3083                          STATION DESCRIPTION
 HX3083
 HX3083'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3083'STATION IS LOCATED IN
 HX3083'SOUTH CHARLESTON,
 HX3083'ON THE INDIAN MOUND IN THE CITY PARK WHICH IS
 HX3083'BOUNDED BY SEVENTH AND D STREETS AND
 HX3083'U.S. HIGHWAY 60.
 HX3083'
 HX3083'SURFACE-STATION MARK AND REFERENCE MARKS ARE BRONZE DISKS SET
 HX3083'IN CONCRETE AT THE
 HX3083'CENTERS OF THE TOPS OF TILES.  UNDERGROUND MARK
 HX3083'AND AZIMUTH MARK ARE BRONZE DISKS SET IN COONCRETE.
 HX3083'
 HX3083'REFERENCE MARK 1 IS STAMPED MOUND NO 1 1944 AND IS FLUSH
 HX3083'WITH THE GROUND.
 HX3083'
 HX3083'REFERENCE MARK 2 IS STAMPED MOUND NO 2 1944 AND PROJECTS
 HX3083'ABOUT 1 INCH ABOVE THE GROUND.
 HX3083'
 HX3083'AZIMUTH MARK IS AT THE E END OF THE CHESAPEAKE AND OHIO RAILWAY
 HX3083'DEPOT AND 6 INCHES
 HX3083'N OF THE CONCRETE RETAINING WALL.  IT IS
 HX3083'STAMPED MOUND 1944 AND IS FLUSH WITH
 HX3083'THE BRICK PAVEMENT.
 HX3083'
 HX3083'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 HX3083
 HX3083                          STATION RECOVERY (1958)
 HX3083
 HX3083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3083'THE STATION AND REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AFTER
 HX3083'A THOROUGH SEARCH
 HX3083'OF THE AREA.  THERE HAS BEEN SOME CONSTRUCTION
 HX3083'ON THE TOP OF THE MOUND AND THE
 HX3083'MARKS MAY EITHER HAVE BEEN BURIED
 HX3083'OR DESTROYED.
 HX3083
 HX3083                          STATION RECOVERY (1981)
 HX3083
 HX3083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 HX3083'A SEARCH WAS MADE AND NO EVIDENCE OF ANY MARKS WERE FOUND.  THE TOP
 HX3083'OF THE MOUND HAS BEEN LEVELED OFF AND A VIEWING POINT
 HX3083'CONSTRUCTED.  THE MARKS ARE EITHER COVERED OVER OR ELSE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1982 ***********************************************************************
 JX1982  DESIGNATION -  MOUNDSVILLE
 JX1982  PID         -  JX1982
 JX1982  STATE/COUNTY-  WV/MARSHALL
 JX1982  USGS QUAD   -  MOUNDSVILLE (1997)
 JX1982
 JX1982                         *CURRENT SURVEY CONTROL
 JX1982  ___________________________________________________________________
 JX1982* NAD 83(1995)-  39 55 54.99323(N)    080 42 57.38711(W)     ADJUSTED  
 JX1982* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 JX1982  ___________________________________________________________________
 JX1982  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 JX1982  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JX1982
 JX1982  HORZ ORDER  -  THIRD
 JX1982
 JX1982.The horizontal coordinates were established by classical geodetic methods
 JX1982.and adjusted by the National Geodetic Survey in April 1998..
 JX1982
 JX1982.The orthometric height was scaled from a topographic map.
 JX1982
 JX1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1982
 JX1982.The geoid height was determined by GEOID03.
 JX1982
 JX1982;                    North         East     Units Scale Factor Converg.
 JX1982;SPC WV N     -   159,675.784   496,070.963   MT  0.99995497   -0 46 31.8
 JX1982;UTM  17      - 4,420,242.173   524,271.275   MT  0.99960725   +0 10 56.4
 JX1982
 JX1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1982!SPC WV N     -   0.99993975  x   0.99995497  =   0.99989472
 JX1982!UTM  17      -   0.99993975  x   0.99960725  =   0.99954702
 JX1982
 JX1982:                Primary Azimuth Mark                     Grid Az
 JX1982:SPC WV N     -  MOUNDSVILLE AZ MK                        049 31 10.5
 JX1982:UTM  17      -  MOUNDSVILLE AZ MK                        048 33 42.3
 JX1982
 JX1982|---------------------------------------------------------------------|
 JX1982| PID    Reference Object                     Distance      Geod. Az  |
 JX1982|                                                           dddmmss.s |
 JX1982| CX4250 MOUNDSVILLE AZ MK                                  0484438.7 |
 JX1982| CX4251 MOUNDSVILLE RM 1                     14.943 METERS 05715     |
 JX1982| CX4252 MOUNDSVILLE RM 2                     16.996 METERS 19048     |
 JX1982|---------------------------------------------------------------------|
 JX1982
 JX1982                          SUPERSEDED SURVEY CONTROL
 JX1982
 JX1982  NAD 83(1986)-  39 55 55.00089(N)    080 42 57.39472(W) AD(       ) 3
 JX1982  NAD 27      -  39 55 54.72290(N)    080 42 58.10820(W) AD(       ) 3
 JX1982
 JX1982.Superseded values are not recommended for survey control.
 JX1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1982.See file dsdata.txt to determine how the superseded data were derived.
 JX1982
 JX1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2427120242(NAD 83)
 JX1982_MARKER: DS = TRIANGULATION STATION DISK
 JX1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1982_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1982
 JX1982  HISTORY     - Date     Condition        Report By
 JX1982  HISTORY     - 1963     MONUMENTED       CGS
 JX1982
 JX1982                          STATION DESCRIPTION
 JX1982
 JX1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1982'THE STATION IS LOCATED ON A PARTIALLY WOODED HILL ABOUT 1-1/2 MILES
 JX1982'NORTHEAST OF THE CENTER OF
 JX1982'MOUNDSVILLE ABOUT 0.3 MILE SOUTH OF U.S. HIGHWAY 250 AND ON THE
 JX1982'PROPERTY OF MR. TANOON.  IT IS 15
 JX1982'FEET SOUTH OF AN 8 INCH SASSAFRAS TREE, 50 FEET EAST OF A TRACK
 JX1982'ROAD, 51 FEET SOUTHWEST OF A WITNESS POST
 JX1982'AND 98 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 JX1982'A CONCRETE BLOCK HOUSE.  THE MONUMENT IS FLUSH AND THE DISK
 JX1982'IS STAMPED MOUNDSVILLE 1963.
 JX1982'
 JX1982'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN MOUNDSVILLE, GO
 JX1982'EAST-NORTH AND EAST ON U.S.
 JX1982'HIGHWAY 250 AND STATE HIGHWAY 88 FOR 1.4 MILES TO WHERE THE HIGHWAY
 JX1982'CURVES SHARP LEFT, THIS IS WHERE
 JX1982'FIRST STREET ENDS.  CONTINUE NORTH-NORTHEAST ON THE
 JX1982'HIGHWAY FOR 1.05 MILES TO WHERE THE HIGHWAY
 JX1982'CURVES SHARP RIGHT.  CONTINUE EASTERLY ON
 JX1982'THE HIGHWAY FOR 0.2 MILE TO A PRIVATE GRAVELED ROAD RIGHT.
 JX1982'TURN RIGHT AND GO SOUTH ON THE
 JX1982'GRAVELED ROAD FOR 0.2 MILE TO A TRACK ROAD LEFT AT THE NORTH END OF A
 JX1982'BARN.  TURN LEFT AND GO EAST AND
 JX1982'NORTHEAST ON THE TRACK ROAD FOR 0.35 MILE TO THE TOP OF A HILL AND
 JX1982'THE STATION.
 JX1982'
 JX1982'TO REACH THE AZIMUTH MARK FROM THIS POINT.  CONTINUE EASTERLY ON THE
 JX1982'HIGHWAY FOR 0.5 MILE TO A
 JX1982'GRAVELED SIDE ROAD RIGHT AND THE AZIMUTH ON THE RIGHT JUST EAST OF
 JX1982'THE SIDE ROAD.
 JX1982'
 JX1982'REFERENCE MARK 1 IS 2 FEET SOUTHWEST OF THE WITNESS POST, 2 FEET
 JX1982'SOUTHEAST OF A 10 INCH
 JX1982'SASSAFRAS TREE AND 94 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JX1982'CONCRETE BLOCK HOUSE.  THE MONUMENT
 JX1982'PROJECTS 1 INCH AND THE DISK IS STAMPED MOUNDSVILLE NO 1 1963.
 JX1982'
 JX1982'REFERENCE MARK 2 IS 44 FEET SOUTHWEST OF A 10 INCH SASSAFRAS TREE, 44
 JX1982'FEET EAST OF THE CENTERLINE OF
 JX1982'THE TRACK ROAD AND 98 FEET SOUTHWEST OF THE WITNESS POST.  THE
 JX1982'MONUMENT IS FLUSH AND THE DISK IS
 JX1982'STAMPED MOUNDSVILLE NO 2 1963.
 JX1982'
 JX1982'THE AZIMUTH MARK IS 4 FEET SOUTHEAST OF A HIGHWAY CURVE SIGN POST, 15
 JX1982'FEET EAST OF A GRAVELED ROAD 19
 JX1982'FEET SOUTHWEST OF THE CENTERLINE OF AU.S. HIGHWAY 250 AND 30 FEET
 JX1982'EAST OF THE SOUTHEAST CORNER OF A
 JX1982'HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JX1982'MOUNDSVILLE 1963.
 JX1982'
 JX1982'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1987 ***********************************************************************
 JX1987  DESIGNATION -  MOUNDSVILLE CO CTHSE W SPIRE
 JX1987  PID         -  JX1987
 JX1987  STATE/COUNTY-  WV/MARSHALL
 JX1987  USGS QUAD   -  MOUNDSVILLE (1997)
 JX1987
 JX1987                         *CURRENT SURVEY CONTROL
 JX1987  ___________________________________________________________________
 JX1987* NAD 83(1995)-  39 55 07.48481(N)    080 44 44.92675(W)     ADJUSTED  
 JX1987* NAVD 88     -                                                        
 JX1987  ___________________________________________________________________
 JX1987  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 JX1987  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX1987
 JX1987  HORZ ORDER  -  THIRD
 JX1987
 JX1987.The horizontal coordinates were established by classical geodetic methods
 JX1987.and adjusted by the National Geodetic Survey in April 1998..
 JX1987
 JX1987
 JX1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1987
 JX1987.The geoid height was determined by GEOID03.
 JX1987
 JX1987;                    North         East     Units Scale Factor Converg.
 JX1987;SPC WV N     -   158,245.693   493,497.574   MT  0.99995376   -0 47 40.4
 JX1987;SPC OH S     -   214,467.740   749,961.664   MT  0.99997934   +1 06 47.0
 JX1987;UTM  17      - 4,418,769.780   521,723.035   MT  0.99960581   +0 09 47.2
 JX1987
 JX1987                          SUPERSEDED SURVEY CONTROL
 JX1987
 JX1987  NAD 83(1986)-  39 55 07.49247(N)    080 44 44.93459(W) AD(       ) 4
 JX1987  NAD 27      -  39 55 07.21300(N)    080 44 45.64000(W) AD(       ) 3
 JX1987
 JX1987.Superseded values are not recommended for survey control.
 JX1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1987.See file dsdata.txt to determine how the superseded data were derived.
 JX1987
 JX1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2172318770(NAD 83)
 JX1987_MARKER: 89 = SPIRE
 JX1987
 JX1987  HISTORY     - Date     Condition        Report By
 JX1987  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX1987
 JX1987                          STATION DESCRIPTION
 JX1987
 JX1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1987'THE STATION IS THE CENTER OF THE TOP OF MARSHALL COUNTY
 JX1987'COURT HOUSE, WEST
 JX1987'SPIRE.  IT IS A ROUND BALL SUPPORTED BY A STEEL POLE ON ROOF OF A
 JX1987'BRICK BUILDING LOCATED IN THE
 JX1987'CENTRAL PART OF MOUNDSVILLE.  IT IS APPROXIMATELY 65
 JX1987'FEET TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2040 ***********************************************************************
 JX2040  DESIGNATION -  MOUNDSVILLE RAD STA WMOD MAST
 JX2040  PID         -  JX2040
 JX2040  STATE/COUNTY-  WV/MARSHALL
 JX2040  USGS QUAD   -  BUSINESSBURG (1976)
 JX2040
 JX2040                         *CURRENT SURVEY CONTROL
 JX2040  ___________________________________________________________________
 JX2040* NAD 83(1995)-  39 54 19.12653(N)    080 46 42.12959(W)     ADJUSTED  
 JX2040* NAVD 88     -                                                        
 JX2040  ___________________________________________________________________
 JX2040  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 JX2040  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JX2040
 JX2040  HORZ ORDER  -  THIRD
 JX2040
 JX2040.The horizontal coordinates were established by classical geodetic methods
 JX2040.and adjusted by the National Geodetic Survey in April 1998..
 JX2040
 JX2040
 JX2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2040
 JX2040.The geoid height was determined by GEOID03.
 JX2040
 JX2040;                    North         East     Units Scale Factor Converg.
 JX2040;SPC WV N     -   156,793.524   490,693.351   MT  0.99995260   -0 48 55.1
 JX2040;SPC OH S     -   212,922.988   747,207.267   MT  0.99997718   +1 05 32.7
 JX2040;UTM  17      - 4,417,271.471   518,944.440   MT  0.99960442   +0 08 31.9
 JX2040
 JX2040                          SUPERSEDED SURVEY CONTROL
 JX2040
 JX2040  NAD 83(1986)-  39 54 19.13453(N)    080 46 42.13710(W) AD(       ) 4
 JX2040  NAD 27      -  39 54 18.86100(N)    080 46 42.82900(W) AD(       ) 3
 JX2040
 JX2040.Superseded values are not recommended for survey control.
 JX2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2040.See file dsdata.txt to determine how the superseded data were derived.
 JX2040
 JX2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE1894417271(NAD 83)
 JX2040_MARKER: 42 = RADIO/TV MAST
 JX2040
 JX2040  HISTORY     - Date     Condition        Report By
 JX2040  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2040
 JX2040                          STATION DESCRIPTION
 JX2040
 JX2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2040'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A
 JX2040'GUYED STEEL POLE
 JX2040'PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE WITH A
 JX2040'RED LIGHT AT THE TOP.  THE OVERALL
 JX2040'HEIGHT OF THE STRUCTURE IS ABOUT 100 FEET.
 JX2040'
 JX2040'LOCATED ON A HIGH HILL OVERLOOKING THE OHIO RIVER ABOUT 2 MILES WEST
 JX2040'SOUTHWEST OF MOUNDSVILLE.
 JX2040'OWNED AND OPERATED BY THE WMOD RADIO STATION IN MOUNDSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1984 ***********************************************************************
 JX1984  DESIGNATION -  MOUNDSVILLE US STAMPING CO TK
 JX1984  PID         -  JX1984
 JX1984  STATE/COUNTY-  WV/MARSHALL
 JX1984  USGS QUAD   -  MOUNDSVILLE (1997)
 JX1984
 JX1984                         *CURRENT SURVEY CONTROL
 JX1984  ___________________________________________________________________
 JX1984* NAD 83(1995)-  39 55 35.24817(N)    080 44 12.83199(W)     ADJUSTED  
 JX1984* NAVD 88     -                                                        
 JX1984  ___________________________________________________________________
 JX1984  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 JX1984  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX1984
 JX1984  HORZ ORDER  -  THIRD
 JX1984
 JX1984.The horizontal coordinates were established by classical geodetic methods
 JX1984.and adjusted by the National Geodetic Survey in April 1998..
 JX1984
 JX1984
 JX1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1984
 JX1984.The geoid height was determined by GEOID03.
 JX1984
 JX1984;                    North         East     Units Scale Factor Converg.
 JX1984;SPC WV N     -   159,091.334   494,271.460   MT  0.99995446   -0 47 19.9
 JX1984;SPC OH S     -   215,338.696   750,706.992   MT  0.99998060   +1 07 07.4
 JX1984;UTM  17      - 4,419,627.938   522,482.415   MT  0.99960622   +0 10 07.9
 JX1984
 JX1984                          SUPERSEDED SURVEY CONTROL
 JX1984
 JX1984  NAD 83(1986)-  39 55 35.25586(N)    080 44 12.83973(W) AD(       ) 4
 JX1984  NAD 27      -  39 55 34.97600(N)    080 44 13.54800(W) AD(       ) 3
 JX1984
 JX1984.Superseded values are not recommended for survey control.
 JX1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1984.See file dsdata.txt to determine how the superseded data were derived.
 JX1984
 JX1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2248219628(NAD 83)
 JX1984_MARKER: 53 = ELEVATED TANK
 JX1984
 JX1984  HISTORY     - Date     Condition        Report By
 JX1984  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX1984  HISTORY     - 20040523 MARK NOT FOUND   USPSQD
 JX1984
 JX1984                          STATION DESCRIPTION
 JX1984
 JX1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1984'THE STATION IS THE CENTER OF THE BALL ON TOP OF THE CONICAL
 JX1984'SHAPED ROOF OF THE
 JX1984'TANK.  IT IS A BLACK PAINTED 4 LEGGED STEEL STRUCTURE WITH THE
 JX1984'LEGEND U.S. STAMPING CO., PAINTED IN
 JX1984'WHITE LETTERS ON THE NORTHWEST PART OF THE
 JX1984'TANK.  TWO LEGS OF THE STRUCTURE ARE SUPPORTED BY A
 JX1984'BRICK BUILDING, WHICH IS OWNED
 JX1984'BY THE U.S. STAMPING CO.
 JX1984'
 JX1984'IT IS LOCATED IN THE NORTH PART OF THE TOWN OF MOUNDSVILLE AND THE
 JX1984'OVERALL HEIGHT OF THE OBJECT
 JX1984'IS APPROXIMATELY 70 FEET.
 JX1984
 JX1984                          STATION RECOVERY (2004)
 JX1984
 JX1984'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX1984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2510 ***********************************************************************
 AJ2510  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2510  DESIGNATION -  MOYERS
 AJ2510  PID         -  AJ2510
 AJ2510  STATE/COUNTY-  WV/PRESTON
 AJ2510  USGS QUAD   -  BRANDONVILLE (1976)
 AJ2510
 AJ2510                         *CURRENT SURVEY CONTROL
 AJ2510  ___________________________________________________________________
 AJ2510* NAD 83(1995)-  39 40 29.60130(N)    079 33 23.67245(W)     ADJUSTED  
 AJ2510* NAVD 88     -       677.7    (meters)    2223.     (feet)  GPS OBS   
 AJ2510  ___________________________________________________________________
 AJ2510  X           -     891,156.156 (meters)                     COMP
 AJ2510  Y           -  -4,834,887.166 (meters)                     COMP
 AJ2510  Z           -   4,050,679.961 (meters)                     COMP
 AJ2510  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 AJ2510  ELLIP HEIGHT-         645.94  (meters)          (04/23/01) GPS OBS
 AJ2510  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 AJ2510
 AJ2510  HORZ ORDER  -  A
 AJ2510  ELLP ORDER  -  FOURTH    CLASS I
 AJ2510
 AJ2510.The horizontal coordinates were established by GPS observations
 AJ2510.and adjusted by the National Geodetic Survey in April 2001..
 AJ2510
 AJ2510.The orthometric height was determined by GPS observations and a
 AJ2510.high-resolution geoid model.
 AJ2510
 AJ2510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2510
 AJ2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2510
 AJ2510.The ellipsoidal height was determined by GPS observations
 AJ2510.and is referenced to NAD 83.
 AJ2510
 AJ2510.The geoid height was determined by GEOID03.
 AJ2510
 AJ2510;                    North         East     Units Scale Factor Converg.
 AJ2510;SPC WV N     -   130,434.647   595,146.237   MT  0.99994110   -0 02 09.9
 AJ2510;UTM  17      - 4,392,669.775   623,795.046   MT  0.99978868   +0 55 17.9
 AJ2510
 AJ2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2510!SPC WV N     -   0.99989867  x   0.99994110  =   0.99983978
 AJ2510!UTM  17      -   0.99989867  x   0.99978868  =   0.99968737
 AJ2510
 AJ2510                          SUPERSEDED SURVEY CONTROL
 AJ2510
 AJ2510.No superseded survey control is available for this station.
 AJ2510
 AJ2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD2379592670(NAD 83)
 AJ2510_MARKER: DD = SURVEY DISK
 AJ2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2510_STAMPING: MOYERS 1952 2224 FT
 AJ2510_MARK LOGO: USGS  
 AJ2510_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2510+STABILITY: SURFACE MOTION
 AJ2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2510+SATELLITE: SATELLITE OBSERVATIONS - 1952
 AJ2510
 AJ2510  HISTORY     - Date     Condition        Report By
 AJ2510  HISTORY     - 1952     MONUMENTED       USGS
 AJ2510
 AJ2510                          STATION DESCRIPTION
 AJ2510
 AJ2510'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (CSM)
 AJ2510'THE STATION IS LOCATED ABOUT 11.2 KM (7.0 MI) SOUTHWEST OF
 AJ2510'MARKLEYSBURG, PA, 5.5 KM (3.4 MI) EAST-NORTHEAST OF BRANDONVILLE, 3.4
 AJ2510'KM (2.1 MI) NORTHWEST OF HAZELTON AND ON PRIVATE PROPERTY.
 AJ2510'
 AJ2510'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 68
 AJ2510'AND STATE HIGHWAY 26 (EXIT 23) GO NORTH ON HIGHWAY 26 FOR 9.5 KM (5.9
 AJ2510'MI) TO COUNTY ROUTE 26/5 (MOYERS ROAD).  TURN RIGHT AND GO
 AJ2510'SOUTH ON ROUTE 26/5 FOR 1.4 KM (0.9 MI) TO COUNTY ROUTE 26/9 (MOYERS
 AJ2510'ROUTE 26).  TURN RIGHT AND GO SOUTHWEST ON ROUTE 26/9 FOR 0.8 KM
 AJ2510'(0.5 MI) TO COUNTY ROUTE 5/8 (MOYERS CENTER STATION).  TURN LEFT AND
 AJ2510'GO SOUTH ON COUNTY ROUTE 5/8 FOR 2.1 KM (1.3 MI) TO A WHITE SIDING
 AJ2510'AND STONE HOUSE ON THE RIGHT AND A HILL ON THE LEFT.  TURN LEFT
 AJ2510'AND DRIVE EAST THROUGH FIELDS AND UPHILL FOR 0.5 KM (0.3 MI) TO THE
 AJ2510'TOP OF THE HILL AND THE STATION.  THE CONCRETE MONUMENT PROJECTS
 AJ2510'ABOUT 15 CM (6 IN).
 AJ2510'
 AJ2510'THE STATION IS ABOUT 18.3 M (60 FT) NORTHEAST OF A SMALL GROUP OF
 AJ2510'TREES AND 6.1 M (20 FT) EAST OF A LARGE ROCK THAT PROJECTS OUT OF
 AJ2510'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1316 ***********************************************************************
 JW1316  DESIGNATION -  MOZARK
 JW1316  PID         -  JW1316
 JW1316  STATE/COUNTY-  WV/TUCKER
 JW1316  USGS QUAD   -  MOZARK MOUNTAIN (1995)
 JW1316
 JW1316                         *CURRENT SURVEY CONTROL
 JW1316  ___________________________________________________________________
 JW1316* NAD 83(1995)-  39 02 36.13686(N)    079 33 35.79930(W)     ADJUSTED  
 JW1316* NAVD 88     -      1170.9    (meters)    3842.     (feet)  VERTCON   
 JW1316  ___________________________________________________________________
 JW1316  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 JW1316  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JW1316
 JW1316  HORZ ORDER  -  FIRST
 JW1316
 JW1316.The horizontal coordinates were established by classical geodetic methods
 JW1316.and adjusted by the National Geodetic Survey in April 1998..
 JW1316
 JW1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1316
 JW1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1316
 JW1316.The geoid height was determined by GEOID03.
 JW1316
 JW1316;                    North         East     Units Scale Factor Converg.
 JW1316;SPC WV N     -    60,325.298   594,810.458   MT  0.99999208   -0 02 17.6
 JW1316;SPC WV S     -   227,772.472   724,670.381   MT  1.00003802   +0 53 24.8
 JW1316;UTM  17      - 4,322,576.198   624,623.529   MT  0.99979124   +0 54 26.0
 JW1316
 JW1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1316!SPC WV N     -   0.99982116  x   0.99999208  =   0.99981324
 JW1316!SPC WV S     -   0.99982116  x   1.00003802  =   0.99985917
 JW1316!UTM  17      -   0.99982116  x   0.99979124  =   0.99961244
 JW1316
 JW1316|---------------------------------------------------------------------|
 JW1316| PID    Reference Object                     Distance      Geod. Az  |
 JW1316|                                                           dddmmss.s |
 JW1316| JW1314 MOZARK LOOKOUT TOWER                 31.436 METERS 01852     |
 JW1316| JW1291 THOMAS MUNICIPAL STANDPIPE          APPROX.12.9 KM 0263702.5 |
 JW1316| JW1284 CANAAN LOOKOUT TOWER                APPROX.11.8 KM 0603646.3 |
 JW1316| CX4256 MOZARK RM 1                           3.396 METERS 10037     |
 JW1316| HW3564 BICKLE KNOB LOOKOUT TOWER           APPROX.19.2 KM 2305520.1 |
 JW1316| CX4257 MOZARK RM 2                           3.903 METERS 23201     |
 JW1316| JW1315 BACKBONE LOOKOUT TOWER              APPROX. 7.9 KM 3325033.2 |
 JW1316|---------------------------------------------------------------------|
 JW1316
 JW1316                          SUPERSEDED SURVEY CONTROL
 JW1316
 JW1316  NAD 83(1995)-  39 02 36.14536(N)    079 33 35.81054(W) AD(       ) 1
 JW1316  NAD 83(1986)-  39 02 36.14552(N)    079 33 35.81084(W) AD(       ) 1
 JW1316  NAD 27      -  39 02 35.75610(N)    079 33 36.60740(W) AD(       ) 1
 JW1316  NGVD 29 (07/19/86) 1171.0    (m)         3842.     (f) VERT ANG       
 JW1316
 JW1316.Superseded values are not recommended for survey control.
 JW1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1316.See file dsdata.txt to determine how the superseded data were derived.
 JW1316
 JW1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD2462422576(NAD 83)
 JW1316_MARKER: DS = TRIANGULATION STATION DISK
 JW1316_SETTING: 80 = SET IN A BOULDER
 JW1316_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1316
 JW1316  HISTORY     - Date     Condition        Report By
 JW1316  HISTORY     - 1941     MONUMENTED       CGS
 JW1316  HISTORY     - 1956     GOOD             CGS
 JW1316
 JW1316                          STATION DESCRIPTION
 JW1316
 JW1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1316'STATION IS LOCATED ABOUT 7.5 MILES S BY W OF THE TOWN OF DAVIS ON THE
 JW1316'SUMMIT OF MOZARK MOUNTAIN.  IT IS
 JW1316'ON THE HIGHEST OF A GROUP OF MASSIVE BOULDER
 JW1316'OUTCROPS 103.15 FEET S OF THE
 JW1316'MOZARK LOOKOUT TOWER.  IT IS STAMPED
 JW1316'MOZARK 1941.
 JW1316'
 JW1316'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 JW1316'IN DRILL HOLES IN
 JW1316'BOULDERS.
 JW1316'
 JW1316'REFERENCE MARK NO. 1 IS SET IN A BOULDER OF THE GROUP.  IT IS
 JW1316'STAMPED MOZARK NO.
 JW1316'1 1941.
 JW1316'
 JW1316'REFERENCE MARK NO. 2 IS ALSO SET IN A BOULDER OF THE GROUP.
 JW1316'IT IS STAMPED
 JW1316'MOZARK NO. 2 1941.
 JW1316'
 JW1316'NO SUITABLE SITE COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 JW1316'BACKBONE LOOKOUT
 JW1316'TOWER WHICH IS ABOUT 5 MILES NW OF THE STATION
 JW1316'AND VISIBLE FROM THE GROUND CAN BE
 JW1316'USED FOR THE AZIMUTH MARK.
 JW1316'
 JW1316'A TRAVERSE CONNECTION WAS MADE TO THE MOZARK LOOKOUT TOWER.
 JW1316'
 JW1316'TO REACH THE STATION FROM THE POST OFFICE IN DAVIS, GO SE
 JW1316'ON STATE HIGHWAY
 JW1316'32 FOR 3.2 MILES TO A DIRT T-ROAD RIGHT AND A
 JW1316'SIGN CANAAN MOUNTAIN.  TURN RIGHT
 JW1316'AND GO 0.7 MILE TO CANAAN
 JW1316'LOOKOUT TOWER.  THERE IS A LOCKED GATE JUST E OF THE
 JW1316'TOWER.  THE
 JW1316'KEY TO THE GATE IS IN THE CUSTODY OF THE RANGER ON DUTY AT THE
 JW1316'TOWER.  PASS
 JW1316'THROUGH GATE AND GO 5.4 MILES TO A T-ROAD RIGHT WHICH
 JW1316'IS ABOUT 200 YARDS BEFORE
 JW1316'REACHING A SMALL CABIN.  TURN RIGHT AND
 JW1316'FOLLOW THIS FOREST SERVICE ROAD FOR 1.1
 JW1316'MILES TO A FORKS.  TAKE
 JW1316'LEFT FORK, FORD THE SHALLOW CREEK AND CONTINUE UP THE
 JW1316'MOUNTAIN
 JW1316'FOR 2 MILES TO THE END OF THE ROAD.  FROM HERE CONTINUE ON FOOT
 JW1316'WESTERLY UP
 JW1316'WELL-DEFINED STEEP TRAIL FOR ABOUT 0.15 MILE TO THE
 JW1316'MOZARK LOOKOUT TOWER AND STATION.
 JW1316'
 JW1316'LIGHTS 10 FEET ABOVE THE GROUND AT GOWEN, SAND, AND POINTY
 JW1316'ARE VISIBLE FROM
 JW1316'THE GROUND.  A 10-FOOT LIGHT AT LIME IS VISIBLE
 JW1316'AT 90 FEET AT MOZARK.
 JW1316
 JW1316                          STATION RECOVERY (1956)
 JW1316
 JW1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1316'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN
 JW1316'GOOD CONDITION.  THE MOZARK
 JW1316'LOOKOUT TOWER HAS BEEN REMOVED AND ONLY THE CONCRETE FOUNDATIONS
 JW1316'REMAIN.  A COMPLETE DESCRIPTION FOLLOWS-
 JW1316'
 JW1316'THE STATION IS LOCATED ON THE HIGHEST ONE OF A GROUP OF MASSIVE
 JW1316'BOULDERS ON THE SUMMIT OF
 JW1316'MOZARK MOUNTAIN AIRLINE ABOUT 9 MILES NORTH OF HARMAN, 8 MILES
 JW1316'SOUTHWEST OF DAVIS, AND 7 MILES
 JW1316'EAST-SOUTHEAST OF PARSONS.
 JW1316'
 JW1316'TO REACH THE STATION FROM THE POST OFFICE IN PARSONS GO SOUTH 1 BLOCK
 JW1316'TO AN INTERSECTION.
 JW1316'TURN LEFT ONTO U.S. HIGHWAY 219 AND STATE HIGHWAY 72 AND GO EAST 1.8
 JW1316'MILES TO A FORK.  TAKE THE RIGHT
 JW1316'FORK AND GO SOUTHEAST ON STATE HIGHWAY 72 FOR 8.8 MILES
 JW1316'TO THE FARMHOUSE OF HARRY HARPER ON THE RIGHT.
 JW1316'KEEP STRAIGHT AHEAD AND GO 0.1 MILE TO
 JW1316'A DOUBLE BOARD GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE
 JW1316'GATE, AND GO NORTH 0.6 MILE TO A
 JW1316'GATE.  PASS THROUGH THE GATE AND GO NORTH 0.2 MILE TO A FORK ON THE
 JW1316'NORTH SIDE OF A GATE.  PASS THROUGH
 JW1316'THE GATE, TAKE THE LEFT FORK, AND GO ABOUT 100 YARDS TO A FORK.
 JW1316'TAKE THE RIGHT FORK AND GO NORTH ON THE
 JW1316'MAIN ROAD 0.9 MILE TO A GATE.  PASS THROUGH THE
 JW1316'GATE AND GO NORTH 0.2 MILE TO THE ROAD SUMMIT AT A TRAIL
 JW1316'AND SIGN CANAAN TRUCK TRAIL 1 ON
 JW1316'THE LEFT.  (A TRUCK WITH 4-WHEEL DRIVE IS NEEDED TO DRIVE THE LAST
 JW1316'1.1 MILES.) PACK NORTHWEST AND
 JW1316'SOUTHWEST ON A GOOD TRAIL ABOUT 15 MINUTES TO THE HIGHEST POINT OF
 JW1316'THE MOUNTAIN AND THE STATION.
 JW1316'
 JW1316'THE STATION MARK IS A STANDARD DISK STAMPED MOZARK 1941 CEMENTED IN A
 JW1316'DRILL HOLE IN THE TOP OF A
 JW1316'BOULDER THAT PROJECTS 4 FEET ABOVE THE GROUND.  IT IS 100 FEET SOUTH
 JW1316'OF THE CONCRETE FOUNDATIONS OF A
 JW1316'FORMER LOOKOUT TOWER.
 JW1316'
 JW1316'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MOZARK NO 1 1941
 JW1316'CEMENTED IN A DRILL HOLE IN
 JW1316'THE TOP OF A BOULDER THAT PROJECTS 3 FEET ABOVE THE GROUND.  IT IS 1
 JW1316'FOOT LOWER THAN THE STATION.
 JW1316'
 JW1316'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED MOZARK NO 2 1941
 JW1316'CEMENTED IN A DRILL HOLE IN
 JW1316'THE TOP OF A BOULDER THAT PROJECTS 4 FEET ABOVE THE GROUND.  IT IS 6
 JW1316'INCHES LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1314 ***********************************************************************
 JW1314  DESIGNATION -  MOZARK LOOKOUT TOWER
 JW1314  PID         -  JW1314
 JW1314  STATE/COUNTY-  WV/TUCKER
 JW1314  USGS QUAD   -  MOZARK MOUNTAIN (1995)
 JW1314
 JW1314                         *CURRENT SURVEY CONTROL
 JW1314  ___________________________________________________________________
 JW1314* NAD 83(1995)-  39 02 37.10146(N)    079 33 35.37646(W)     ADJUSTED  
 JW1314* NAVD 88     -                                                        
 JW1314  ___________________________________________________________________
 JW1314  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 JW1314  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JW1314
 JW1314  HORZ ORDER  -  THIRD
 JW1314
 JW1314.The horizontal coordinates were established by classical geodetic methods
 JW1314.and adjusted by the National Geodetic Survey in April 1998..
 JW1314
 JW1314
 JW1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1314
 JW1314.The geoid height was determined by GEOID03.
 JW1314
 JW1314;                    North         East     Units Scale Factor Converg.
 JW1314;SPC WV N     -    60,355.037   594,820.647   MT  0.99999204   -0 02 17.4
 JW1314;SPC WV S     -   227,802.373   724,680.087   MT  1.00003810   +0 53 25.1
 JW1314;UTM  17      - 4,322,606.095   624,633.223   MT  0.99979127   +0 54 26.3
 JW1314
 JW1314                          SUPERSEDED SURVEY CONTROL
 JW1314
 JW1314  NAD 83(1995)-  39 02 37.10995(N)    079 33 35.38769(W) AD(       ) 4
 JW1314  NAD 83(1986)-  39 02 37.11016(N)    079 33 35.38786(W) AD(       ) 4
 JW1314  NAD 27      -  39 02 36.72100(N)    079 33 36.18400(W) AD(       ) 3
 JW1314
 JW1314.Superseded values are not recommended for survey control.
 JW1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1314.See file dsdata.txt to determine how the superseded data were derived.
 JW1314
 JW1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD2463322606(NAD 83)
 JW1314_MARKER: 57 = LOOKOUT TOWER
 JW1314
 JW1314  HISTORY     - Date     Condition        Report By
 JW1314  HISTORY     - 1941     FIRST OBSERVED   CGS
 JW1314  HISTORY     - 1956     SEE DESCRIPTION  CGS
 JW1314
 JW1314                          STATION DESCRIPTION
 JW1314
 JW1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1314'THIS STATION IS THE MOZARK LOOKOUT TOWER WHICH IS LOCATED ABOUT 7.5
 JW1314'MILES AIR LINE S
 JW1314'BY W OF DAVIS.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 JW1314'ABOUT 50 FEET HIGH WITH A GLASS
 JW1314'ENCLOSED CAB ON TOP.  THE APEX OF
 JW1314'THE ROOF WAS THE POINT OBSERVED UPON.
 JW1314'
 JW1314'TO REACH THE STATION FROM THE POST OFFICE IN PARSONS GO SOUTH 1 BLOCK
 JW1314'TO AN INTERSECTION.
 JW1314'TURN LEFT ONTO U.S. HIGHWAY 219 AND STATE HIGHWAY 72 AND GO EAST 1.8
 JW1314'MILES TO A FORK.  TAKE THE RIGHT
 JW1314'FORK AND GO SOUTHEAST ON STATE HIGHWAY 72 FOR 8.8 MILES
 JW1314'TO THE FARMHOUSE OF HARRY HARPER ON THE RIGHT.
 JW1314'KEEP STRAIGHT AHEAD AND GO 0.1 MILE TO
 JW1314'A DOUBLE BOARD GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE
 JW1314'GATE, AND GO NORTH 0.6 MILE TO A
 JW1314'GATE.  PASS THROUGH THE GATE AND GO NORTH 0.2 MILE TO A FORK ON THE
 JW1314'NORTH SIDE OF A GATE.  PASS THROUGH
 JW1314'THE GATE, TAKE THE LEFT FORK, AND GO ABOUT 100 YARDS TO A FORK.
 JW1314'TAKE THE RIGHT FORK AND GO NORTH ON THE
 JW1314'MAIN ROAD 0.9 MILE TO A GATE.  PASS THROUGH THE
 JW1314'GATE AND GO NORTH 0.2 MILE TO THE ROAD SUMMIT AT A TRAIL
 JW1314'AND SIGN CANAAN TRUCK TRAIL 1 ON
 JW1314'THE LEFT.  (A TRUCK WITH 4-WHEEL DRIVE IS NEEDED TO DRIVE THE LAST
 JW1314'1.1 MILES.) PACK NORTHWEST AND
 JW1314'SOUTHWEST ON A GOOD TRAIL ABOUT 15 MINUTES TO THE HIGHEST POINT OF
 JW1314'THE MOUNTAIN AND THE STATION.
 JW1314'LOCATED BY TRAVERSE FROM STATION MOZARK.
 JW1314
 JW1314                          STATION RECOVERY (1956)
 JW1314
 JW1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1314'THE LOOKOUT TOWER HAS BEEN REMOVED AND ONLY THE CONCRETE FOUNDATIONS
 JW1314'REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1827 ***********************************************************************
 JW1827  DESIGNATION -  MR 100 LA
 JW1827  PID         -  JW1827
 JW1827  STATE/COUNTY-  WV/MONONGALIA
 JW1827  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1827
 JW1827                         *CURRENT SURVEY CONTROL
 JW1827  ___________________________________________________________________
 JW1827* NAD 83(1986)-  39 38 19.     (N)    079 57 51.     (W)     SCALED    
 JW1827* NAVD 88     -       251.335  (meters)     824.59   (feet)  ADJUSTED  
 JW1827  ___________________________________________________________________
 JW1827  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JW1827  DYNAMIC HT  -         251.184 (meters)     824.09  (feet)  COMP
 JW1827  MODELED GRAV-     980,021.2   (mgal)                       NAVD 88
 JW1827
 JW1827  VERT ORDER  -  SECOND    CLASS I
 JW1827
 JW1827.The horizontal coordinates were scaled from a topographic map and have
 JW1827.an estimated accuracy of +/- 6 seconds.
 JW1827
 JW1827.The orthometric height was determined by differential leveling
 JW1827.and adjusted by the National Geodetic Survey in September 1994..
 JW1827
 JW1827.The geoid height was determined by GEOID03.
 JW1827
 JW1827.The dynamic height is computed by dividing the NAVD 88
 JW1827.geopotential number by the normal gravity value computed on the
 JW1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1827.degrees latitude (g = 980.6199 gals.).
 JW1827
 JW1827.The modeled gravity was interpolated from observed gravity values.
 JW1827
 JW1827;                    North         East    Units  Estimated Accuracy
 JW1827;SPC WV N     -   126,510.      560,160.      MT  (+/- 180 meters Scaled)
 JW1827
 JW1827                          SUPERSEDED SURVEY CONTROL
 JW1827
 JW1827.No superseded survey control is available for this station.
 JW1827
 JW1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND888881(NAD 83)
 JW1827_MARKER: DD = SURVEY DISK
 JW1827_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JW1827+WITH SETTING: PAVEMENT
 JW1827_SP_SET: RAILROAD SIGNAL BASE
 JW1827_STAMPING: MR 100 LA 1989
 JW1827_MARK LOGO: USE   
 JW1827_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1827+STABILITY: SURFACE MOTION
 JW1827
 JW1827  HISTORY     - Date     Condition        Report By
 JW1827  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1827
 JW1827                          STATION DESCRIPTION
 JW1827
 JW1827'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1827'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 100.3, AT WESTOVER.
 JW1827'IN THE TOP OF THE CONCRETE BASE FOR A SIGN OR SEMAPHORE, ABOUT 200 FT
 JW1827'(61.0 MT) NORTHWEST ALONG THE RAILROAD OF THE UNDERGRADE CROSSING OF
 JW1827'A SANITARY SEWER LINE MARKED LINE NO. 13, ABOUT 30 FT (9.1 MT)
 JW1827'NORTHEAST OF THE TRACKS. A STANDARD USE BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1828 ***********************************************************************
 JW1828  DESIGNATION -  MR 101 LA
 JW1828  PID         -  JW1828
 JW1828  STATE/COUNTY-  WV/MONONGALIA
 JW1828  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1828
 JW1828                         *CURRENT SURVEY CONTROL
 JW1828  ___________________________________________________________________
 JW1828* NAD 83(1986)-  39 37 52.     (N)    079 57 40.     (W)     SCALED    
 JW1828* NAVD 88     -       251.720  (meters)     825.85   (feet)  ADJUSTED  
 JW1828  ___________________________________________________________________
 JW1828  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JW1828  DYNAMIC HT  -         251.570 (meters)     825.36  (feet)  COMP
 JW1828  MODELED GRAV-     980,025.5   (mgal)                       NAVD 88
 JW1828
 JW1828  VERT ORDER  -  SECOND    CLASS I
 JW1828
 JW1828.The horizontal coordinates were scaled from a topographic map and have
 JW1828.an estimated accuracy of +/- 6 seconds.
 JW1828
 JW1828.The orthometric height was determined by differential leveling
 JW1828.and adjusted by the National Geodetic Survey in September 1994..
 JW1828
 JW1828.The geoid height was determined by GEOID03.
 JW1828
 JW1828.The dynamic height is computed by dividing the NAVD 88
 JW1828.geopotential number by the normal gravity value computed on the
 JW1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1828.degrees latitude (g = 980.6199 gals.).
 JW1828
 JW1828.The modeled gravity was interpolated from observed gravity values.
 JW1828
 JW1828;                    North         East    Units  Estimated Accuracy
 JW1828;SPC WV N     -   125,670.      560,420.      MT  (+/- 180 meters Scaled)
 JW1828
 JW1828                          SUPERSEDED SURVEY CONTROL
 JW1828
 JW1828.No superseded survey control is available for this station.
 JW1828
 JW1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND891873(NAD 83)
 JW1828_MARKER: DD = SURVEY DISK
 JW1828_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1828_SP_SET: HIGHWAY BRIDGE ABUTMENT
 JW1828_STAMPING: MR 101 LA 1989
 JW1828_MARK LOGO: USE   
 JW1828_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1828
 JW1828  HISTORY     - Date     Condition        Report By
 JW1828  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1828
 JW1828                          STATION DESCRIPTION
 JW1828
 JW1828'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1828'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 101.0, AT WESTOVER.
 JW1828'IN THE CENTER OF THE EASTERLY FACE OF THE WESTERLY ABUTMENT OF THE
 JW1828'NEW ROUTE 19 BRIDGE OVER THE MONONGAHELA RIVER.  A STANDARD USE BRASS
 JW1828'DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1830 ***********************************************************************
 JW1830  DESIGNATION -  MR 101 LC
 JW1830  PID         -  JW1830
 JW1830  STATE/COUNTY-  WV/MONONGALIA
 JW1830  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1830
 JW1830                         *CURRENT SURVEY CONTROL
 JW1830  ___________________________________________________________________
 JW1830* NAD 83(1986)-  39 37 19.     (N)    079 58 06.     (W)     SCALED    
 JW1830* NAVD 88     -       249.542  (meters)     818.71   (feet)  ADJUSTED  
 JW1830  ___________________________________________________________________
 JW1830  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JW1830  DYNAMIC HT  -         249.394 (meters)     818.22  (feet)  COMP
 JW1830  MODELED GRAV-     980,025.7   (mgal)                       NAVD 88
 JW1830
 JW1830  VERT ORDER  -  SECOND    CLASS I
 JW1830
 JW1830.The horizontal coordinates were scaled from a topographic map and have
 JW1830.an estimated accuracy of +/- 6 seconds.
 JW1830
 JW1830.The orthometric height was determined by differential leveling
 JW1830.and adjusted by the National Geodetic Survey in September 1994..
 JW1830
 JW1830.The geoid height was determined by GEOID03.
 JW1830
 JW1830.The dynamic height is computed by dividing the NAVD 88
 JW1830.geopotential number by the normal gravity value computed on the
 JW1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1830.degrees latitude (g = 980.6199 gals.).
 JW1830
 JW1830.The modeled gravity was interpolated from observed gravity values.
 JW1830
 JW1830;                    North         East    Units  Estimated Accuracy
 JW1830;SPC WV N     -   124,660.      559,790.      MT  (+/- 180 meters Scaled)
 JW1830
 JW1830                          SUPERSEDED SURVEY CONTROL
 JW1830
 JW1830.No superseded survey control is available for this station.
 JW1830
 JW1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND885863(NAD 83)
 JW1830_MARKER: DD = SURVEY DISK
 JW1830_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JW1830_SP_SET: LOCK AND DAM LANDWALL
 JW1830_MARK LOGO: USE   
 JW1830_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1830+STABILITY: POSITION/ELEVATION WELL
 JW1830
 JW1830  HISTORY     - Date     Condition        Report By
 JW1830  HISTORY     - UNK      MONUMENTED       USE
 JW1830  HISTORY     - 19890711 GOOD             HARTMN
 JW1830
 JW1830                          STATION DESCRIPTION
 JW1830
 JW1830'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1830'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 101.9, AT THE
 JW1830'MORGANTOWN LOCK AND DAM.  ON THE LANDWALL OF THE LOCK, AT THE
 JW1830'DOWNSTREAM GATES.  A STANDARD USE BRASS DISK, NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1831 ***********************************************************************
 JW1831  DESIGNATION -  MR 102 LA
 JW1831  PID         -  JW1831
 JW1831  STATE/COUNTY-  WV/MONONGALIA
 JW1831  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1831
 JW1831                         *CURRENT SURVEY CONTROL
 JW1831  ___________________________________________________________________
 JW1831* NAD 83(1986)-  39 37 12.     (N)    079 58 10.     (W)     SCALED    
 JW1831* NAVD 88     -       249.520  (meters)     818.63   (feet)  ADJUSTED  
 JW1831  ___________________________________________________________________
 JW1831  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JW1831  DYNAMIC HT  -         249.371 (meters)     818.14  (feet)  COMP
 JW1831  MODELED GRAV-     980,025.5   (mgal)                       NAVD 88
 JW1831
 JW1831  VERT ORDER  -  SECOND    CLASS I
 JW1831
 JW1831.The horizontal coordinates were scaled from a topographic map and have
 JW1831.an estimated accuracy of +/- 6 seconds.
 JW1831
 JW1831.The orthometric height was determined by differential leveling
 JW1831.and adjusted by the National Geodetic Survey in September 1994..
 JW1831
 JW1831.The geoid height was determined by GEOID03.
 JW1831
 JW1831.The dynamic height is computed by dividing the NAVD 88
 JW1831.geopotential number by the normal gravity value computed on the
 JW1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1831.degrees latitude (g = 980.6199 gals.).
 JW1831
 JW1831.The modeled gravity was interpolated from observed gravity values.
 JW1831
 JW1831;                    North         East    Units  Estimated Accuracy
 JW1831;SPC WV N     -   124,450.      559,690.      MT  (+/- 180 meters Scaled)
 JW1831
 JW1831                          SUPERSEDED SURVEY CONTROL
 JW1831
 JW1831.No superseded survey control is available for this station.
 JW1831
 JW1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND884860(NAD 83)
 JW1831_MARKER: DD = SURVEY DISK
 JW1831_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JW1831_SP_SET: LOCK AND DAM LANDWALL
 JW1831_MARK LOGO: USE   
 JW1831_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1831+STABILITY: POSITION/ELEVATION WELL
 JW1831
 JW1831  HISTORY     - Date     Condition        Report By
 JW1831  HISTORY     - UNK      MONUMENTED       USE
 JW1831  HISTORY     - 19890711 GOOD             HARTMN
 JW1831
 JW1831                          STATION DESCRIPTION
 JW1831
 JW1831'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1831'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 102.1, AT THE
 JW1831'MORGANTOWN LOCK AND DAM.  ON THE LANDWALL OF THE LOCK, AT THE
 JW1831'CENTERLINE OF THE DAM PROJECTED.  A STANDARD USE BRASS DISK, NOT
 JW1831'STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1832 ***********************************************************************
 JW1832  DESIGNATION -  MR 103 LA
 JW1832  PID         -  JW1832
 JW1832  STATE/COUNTY-  WV/MONONGALIA
 JW1832  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1832
 JW1832                         *CURRENT SURVEY CONTROL
 JW1832  ___________________________________________________________________
 JW1832* NAD 83(1986)-  39 36 08.     (N)    079 58 13.     (W)     SCALED    
 JW1832* NAVD 88     -       252.519  (meters)     828.47   (feet)  ADJUSTED  
 JW1832  ___________________________________________________________________
 JW1832  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JW1832  DYNAMIC HT  -         252.368 (meters)     827.98  (feet)  COMP
 JW1832  MODELED GRAV-     980,022.0   (mgal)                       NAVD 88
 JW1832
 JW1832  VERT ORDER  -  SECOND    CLASS I
 JW1832
 JW1832.The horizontal coordinates were scaled from a topographic map and have
 JW1832.an estimated accuracy of +/- 6 seconds.
 JW1832
 JW1832.The orthometric height was determined by differential leveling
 JW1832.and adjusted by the National Geodetic Survey in September 1994..
 JW1832
 JW1832.The geoid height was determined by GEOID03.
 JW1832
 JW1832.The dynamic height is computed by dividing the NAVD 88
 JW1832.geopotential number by the normal gravity value computed on the
 JW1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1832.degrees latitude (g = 980.6199 gals.).
 JW1832
 JW1832.The modeled gravity was interpolated from observed gravity values.
 JW1832
 JW1832;                    North         East    Units  Estimated Accuracy
 JW1832;SPC WV N     -   122,470.      559,610.      MT  (+/- 180 meters Scaled)
 JW1832
 JW1832                          SUPERSEDED SURVEY CONTROL
 JW1832
 JW1832.No superseded survey control is available for this station.
 JW1832
 JW1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND884841(NAD 83)
 JW1832_MARKER: DD = SURVEY DISK
 JW1832_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JW1832_SP_SET: ENDWALL
 JW1832_STAMPING: MR 103 LA 1989
 JW1832_MARK LOGO: USE   
 JW1832_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1832
 JW1832  HISTORY     - Date     Condition        Report By
 JW1832  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1832
 JW1832                          STATION DESCRIPTION
 JW1832
 JW1832'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1832'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 103.3, 1.4 MI
 JW1832'(2.3 KM) EAST AND NORTH ALONG THE MONONGAHELA RAILROAD FROM THE
 JW1832'INTERSTATE 79 BRIDGE OVER THE MONONGAHELA RIVER.  AT THE WEST SIDE
 JW1832'RIVER TERMINAL.  IN THE SOUTH CORNER OF A STONE AND CONCRETE ENDWALL
 JW1832'OF A 24 INCH C.M.P. CULVERT UNDER THE RAILROAD.  A USE BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1833 ***********************************************************************
 JW1833  DESIGNATION -  MR 104 LA
 JW1833  PID         -  JW1833
 JW1833  STATE/COUNTY-  WV/MONONGALIA
 JW1833  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1833
 JW1833                         *CURRENT SURVEY CONTROL
 JW1833  ___________________________________________________________________
 JW1833* NAD 83(1986)-  39 35 31.     (N)    079 58 17.     (W)     SCALED    
 JW1833* NAVD 88     -       256.998  (meters)     843.17   (feet)  ADJUSTED  
 JW1833  ___________________________________________________________________
 JW1833  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JW1833  DYNAMIC HT  -         256.843 (meters)     842.66  (feet)  COMP
 JW1833  MODELED GRAV-     980,018.1   (mgal)                       NAVD 88
 JW1833
 JW1833  VERT ORDER  -  SECOND    CLASS I
 JW1833
 JW1833.The horizontal coordinates were scaled from a topographic map and have
 JW1833.an estimated accuracy of +/- 6 seconds.
 JW1833
 JW1833.The orthometric height was determined by differential leveling
 JW1833.and adjusted by the National Geodetic Survey in September 1994..
 JW1833
 JW1833.The geoid height was determined by GEOID03.
 JW1833
 JW1833.The dynamic height is computed by dividing the NAVD 88
 JW1833.geopotential number by the normal gravity value computed on the
 JW1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1833.degrees latitude (g = 980.6199 gals.).
 JW1833
 JW1833.The modeled gravity was interpolated from observed gravity values.
 JW1833
 JW1833;                    North         East    Units  Estimated Accuracy
 JW1833;SPC WV N     -   121,330.      559,510.      MT  (+/- 180 meters Scaled)
 JW1833
 JW1833                          SUPERSEDED SURVEY CONTROL
 JW1833
 JW1833.No superseded survey control is available for this station.
 JW1833
 JW1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND883829(NAD 83)
 JW1833_MARKER: DD = SURVEY DISK
 JW1833_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JW1833_SP_SET: HEADWALL
 JW1833_STAMPING: MR 104 LA 1989
 JW1833_MARK LOGO: USE   
 JW1833_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1833
 JW1833  HISTORY     - Date     Condition        Report By
 JW1833  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1833
 JW1833                          STATION DESCRIPTION
 JW1833
 JW1833'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1833'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 104.3, 2500 FT
 JW1833'(762.0 MT) NORTHEAST ALONG THE MONONGAHELA RAILROAD FROM THE
 JW1833'INTERSTATE 79 BRIDGE CROSSING THE MONONGAHELA RIVER.  AT THE FORMER
 JW1833'LOCK AND DAM NO. 11.  250 FT (76.2 MT) SOUTHWEST OF THE LOCK AND DAM
 JW1833'ACCESS ROAD GRADE CROSSING, 250 FT (76.2 MT) NORTHWEST OF A SIDING
 JW1833'SWITCH.  IN THE CORNER OF A STONE HEADWALL THAT IS BETWEEN THE SIDING
 JW1833'AND THE MAIN TRACK.  A STANDARD USE BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1834 ***********************************************************************
 JW1834  DESIGNATION -  MR 105 LA
 JW1834  PID         -  JW1834
 JW1834  STATE/COUNTY-  WV/MONONGALIA
 JW1834  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1834
 JW1834                         *CURRENT SURVEY CONTROL
 JW1834  ___________________________________________________________________
 JW1834* NAD 83(1986)-  39 35 27.     (N)    079 59 50.     (W)     SCALED    
 JW1834* NAVD 88     -       259.548  (meters)     851.53   (feet)  ADJUSTED  
 JW1834  ___________________________________________________________________
 JW1834  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JW1834  DYNAMIC HT  -         259.392 (meters)     851.02  (feet)  COMP
 JW1834  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 JW1834
 JW1834  VERT ORDER  -  SECOND    CLASS I
 JW1834
 JW1834.The horizontal coordinates were scaled from a topographic map and have
 JW1834.an estimated accuracy of +/- 6 seconds.
 JW1834
 JW1834.The orthometric height was determined by differential leveling
 JW1834.and adjusted by the National Geodetic Survey in September 1994..
 JW1834
 JW1834.The geoid height was determined by GEOID03.
 JW1834
 JW1834.The dynamic height is computed by dividing the NAVD 88
 JW1834.geopotential number by the normal gravity value computed on the
 JW1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1834.degrees latitude (g = 980.6199 gals.).
 JW1834
 JW1834.The modeled gravity was interpolated from observed gravity values.
 JW1834
 JW1834;                    North         East    Units  Estimated Accuracy
 JW1834;SPC WV N     -   121,220.      557,290.      MT  (+/- 180 meters Scaled)
 JW1834
 JW1834                          SUPERSEDED SURVEY CONTROL
 JW1834
 JW1834.No superseded survey control is available for this station.
 JW1834
 JW1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND861828(NAD 83)
 JW1834_MARKER: DD = SURVEY DISK
 JW1834_SETTING: 66 = SET IN ROCK OUTCROP
 JW1834_SP_SET: ROCK OUTCROP
 JW1834_STAMPING: MR 105 LA 1989
 JW1834_MARK LOGO: USE   
 JW1834_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1834+STABILITY: POSITION/ELEVATION WELL
 JW1834
 JW1834  HISTORY     - Date     Condition        Report By
 JW1834  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1834
 JW1834                          STATION DESCRIPTION
 JW1834
 JW1834'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1834'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 105.8, 5000 FT
 JW1834'(1524.0 MT) EAST ALONG THE MONONGAHELA CONNECTING RAILROAD FROM THE
 JW1834'INTERSTATE 79 BRIDGE OVER THE MONONGAHELA RIVER.  IN THE AREA LOCALLY
 JW1834'KNOWN AS HILDEBRAND.  500 FT (152.4 MT) EAST OF THE BRAND RUN CULVERT
 JW1834'UNDER THE RAILROAD, 50 FT (15.2 MT) WEST OF A GRADE CROSSING OF A
 JW1834'TRAIL, IN THE EASTERLY END OF A ROCK OUTCROP.  A STANDARD USE BRASS
 JW1834'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2314 ***********************************************************************
 JX2314  DESIGNATION -  MR 109 LA
 JX2314  PID         -  JX2314
 JX2314  STATE/COUNTY-  WV/MONONGALIA
 JX2314  USGS QUAD   -  RIVESVILLE (1976)
 JX2314
 JX2314                         *CURRENT SURVEY CONTROL
 JX2314  ___________________________________________________________________
 JX2314* NAD 83(1986)-  39 33 51.     (N)    080 00 05.     (W)     SCALED    
 JX2314* NAVD 88     -       260.911  (meters)     856.01   (feet)  ADJUSTED  
 JX2314  ___________________________________________________________________
 JX2314  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JX2314  DYNAMIC HT  -         260.751 (meters)     855.48  (feet)  COMP
 JX2314  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 JX2314
 JX2314  VERT ORDER  -  SECOND    CLASS I
 JX2314
 JX2314.The horizontal coordinates were scaled from a topographic map and have
 JX2314.an estimated accuracy of +/- 6 seconds.
 JX2314
 JX2314.The orthometric height was determined by differential leveling
 JX2314.and adjusted by the National Geodetic Survey in September 1994..
 JX2314
 JX2314.The geoid height was determined by GEOID03.
 JX2314
 JX2314.The dynamic height is computed by dividing the NAVD 88
 JX2314.geopotential number by the normal gravity value computed on the
 JX2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2314.degrees latitude (g = 980.6199 gals.).
 JX2314
 JX2314.The modeled gravity was interpolated from observed gravity values.
 JX2314
 JX2314;                    North         East    Units  Estimated Accuracy
 JX2314;SPC WV N     -   118,260.      556,920.      MT  (+/- 180 meters Scaled)
 JX2314
 JX2314                          SUPERSEDED SURVEY CONTROL
 JX2314
 JX2314.No superseded survey control is available for this station.
 JX2314
 JX2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND857798(NAD 83)
 JX2314_MARKER: DD = SURVEY DISK
 JX2314_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JX2314+WITH SETTING: PAVEMENT
 JX2314_SP_SET: CONCRETE STEPS
 JX2314_STAMPING: MR 109 LA 1989
 JX2314_MARK LOGO: USE   
 JX2314_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2314
 JX2314  HISTORY     - Date     Condition        Report By
 JX2314  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2314
 JX2314                          STATION DESCRIPTION
 JX2314
 JX2314'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2314'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 109.5, AT THE FORMER
 JX2314'LOCK AND DAM NO. 12.  ON THE CONCRETE LANDING AT THE TOP OF A SET OF
 JX2314'STEPS LEADING FROM THE MONONGAHELA CONNECTING RAILROAD TRACK TO THE
 JX2314'LAWN AREA SOUTHEAST OF THE SOUTHERLYMOST ONE OF TWO (FORMER)
 JX2314'LOCKMASTERS HOUSES.  A STANDARD USE BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2315 ***********************************************************************
 JX2315  DESIGNATION -  MR 111 LA
 JX2315  PID         -  JX2315
 JX2315  STATE/COUNTY-  WV/MONONGALIA
 JX2315  USGS QUAD   -  RIVESVILLE (1976)
 JX2315
 JX2315                         *CURRENT SURVEY CONTROL
 JX2315  ___________________________________________________________________
 JX2315* NAD 83(1986)-  39 33 47.     (N)    080 01 18.     (W)     SCALED    
 JX2315* NAVD 88     -       256.854  (meters)     842.70   (feet)  ADJUSTED  
 JX2315  ___________________________________________________________________
 JX2315  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JX2315  DYNAMIC HT  -         256.698 (meters)     842.18  (feet)  COMP
 JX2315  MODELED GRAV-     980,011.3   (mgal)                       NAVD 88
 JX2315
 JX2315  VERT ORDER  -  SECOND    CLASS I
 JX2315
 JX2315.The horizontal coordinates were scaled from a topographic map and have
 JX2315.an estimated accuracy of +/- 6 seconds.
 JX2315
 JX2315.The orthometric height was determined by differential leveling
 JX2315.and adjusted by the National Geodetic Survey in September 1994..
 JX2315
 JX2315.The geoid height was determined by GEOID03.
 JX2315
 JX2315.The dynamic height is computed by dividing the NAVD 88
 JX2315.geopotential number by the normal gravity value computed on the
 JX2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2315.degrees latitude (g = 980.6199 gals.).
 JX2315
 JX2315.The modeled gravity was interpolated from observed gravity values.
 JX2315
 JX2315;                    North         East    Units  Estimated Accuracy
 JX2315;SPC WV N     -   118,150.      555,170.      MT  (+/- 180 meters Scaled)
 JX2315
 JX2315                          SUPERSEDED SURVEY CONTROL
 JX2315
 JX2315.No superseded survey control is available for this station.
 JX2315
 JX2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND840797(NAD 83)
 JX2315_MARKER: DD = SURVEY DISK
 JX2315_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JX2315_SP_SET: LOCK AND DAM LANDWALL
 JX2315_STAMPING: MR 111 LA 1989
 JX2315_MARK LOGO: USE   
 JX2315_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX2315+STABILITY: POSITION/ELEVATION WELL
 JX2315
 JX2315  HISTORY     - Date     Condition        Report By
 JX2315  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2315
 JX2315                          STATION DESCRIPTION
 JX2315
 JX2315'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2315'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 111.8, AT THE FORMER
 JX2315'LOCK AND DAM NO. 13.  12 FT (3.7 MT) SOUTHEAST OF THE NORTHWEST END
 JX2315'OF THE LANDWALL, WHERE THE WALL BEGINS A TRANSITION FROM 6 FT
 JX2315'(1.8 MT)  WIDE TO 3.5 FT (1.1 MT) WIDE AND 4 FT (1.2 MT) LANDWARD OF
 JX2315'THE RIVERWARD FACE OF THE WALL.  A STANDARD USE BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2316 ***********************************************************************
 JX2316  DESIGNATION -  MR 112 LA
 JX2316  PID         -  JX2316
 JX2316  STATE/COUNTY-  WV/MONONGALIA
 JX2316  USGS QUAD   -  RIVESVILLE (1976)
 JX2316
 JX2316                         *CURRENT SURVEY CONTROL
 JX2316  ___________________________________________________________________
 JX2316* NAD 83(1986)-  39 34 18.     (N)    080 02 08.     (W)     SCALED    
 JX2316* NAVD 88     -       261.857  (meters)     859.11   (feet)  ADJUSTED  
 JX2316  ___________________________________________________________________
 JX2316  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JX2316  DYNAMIC HT  -         261.698 (meters)     858.59  (feet)  COMP
 JX2316  MODELED GRAV-     980,015.5   (mgal)                       NAVD 88
 JX2316
 JX2316  VERT ORDER  -  SECOND    CLASS I
 JX2316
 JX2316.The horizontal coordinates were scaled from a topographic map and have
 JX2316.an estimated accuracy of +/- 6 seconds.
 JX2316
 JX2316.The orthometric height was determined by differential leveling
 JX2316.and adjusted by the National Geodetic Survey in September 1994..
 JX2316
 JX2316.The geoid height was determined by GEOID03.
 JX2316
 JX2316.The dynamic height is computed by dividing the NAVD 88
 JX2316.geopotential number by the normal gravity value computed on the
 JX2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2316.degrees latitude (g = 980.6199 gals.).
 JX2316
 JX2316.The modeled gravity was interpolated from observed gravity values.
 JX2316
 JX2316;                    North         East    Units  Estimated Accuracy
 JX2316;SPC WV N     -   119,110.      553,990.      MT  (+/- 180 meters Scaled)
 JX2316
 JX2316                          SUPERSEDED SURVEY CONTROL
 JX2316
 JX2316.No superseded survey control is available for this station.
 JX2316
 JX2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND828806(NAD 83)
 JX2316_MARKER: DD = SURVEY DISK
 JX2316_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX2316_SP_SET: RAILROAD BRIDGE ABUTMENT
 JX2316_STAMPING: MR 112 LA 1989
 JX2316_MARK LOGO: USE   
 JX2316_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2316
 JX2316  HISTORY     - Date     Condition        Report By
 JX2316  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2316
 JX2316                          STATION DESCRIPTION
 JX2316
 JX2316'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2316'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 112.8, IN THE AREA
 JX2316'LOCALLY KNOWN AS FLAGGY MEADOW.  IN THE WESTERLY END OF THE NORTHERLY
 JX2316'ABUTMENT OF THE MONONGAHELA CONNECTING RAILROAD BRIDGE OVER FLAGGY
 JX2316'MEADOW RUN.  ABOUT 5 FT (1.5 MT) BELOW THE TRACK, A STANDARD USE
 JX2316'BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2317 ***********************************************************************
 JX2317  DESIGNATION -  MR 113 LA
 JX2317  PID         -  JX2317
 JX2317  STATE/COUNTY-  WV/MONONGALIA
 JX2317  USGS QUAD   -  RIVESVILLE (1976)
 JX2317
 JX2317                         *CURRENT SURVEY CONTROL
 JX2317  ___________________________________________________________________
 JX2317* NAD 83(1986)-  39 34 54.     (N)    080 02 32.     (W)     SCALED    
 JX2317* NAVD 88     -       265.227  (meters)     870.17   (feet)  ADJUSTED  
 JX2317  ___________________________________________________________________
 JX2317  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JX2317  DYNAMIC HT  -         265.067 (meters)     869.64  (feet)  COMP
 JX2317  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 JX2317
 JX2317  VERT ORDER  -  SECOND    CLASS I
 JX2317
 JX2317.The horizontal coordinates were scaled from a topographic map and have
 JX2317.an estimated accuracy of +/- 6 seconds.
 JX2317
 JX2317.The orthometric height was determined by differential leveling
 JX2317.and adjusted by the National Geodetic Survey in September 1994..
 JX2317
 JX2317.The geoid height was determined by GEOID03.
 JX2317
 JX2317.The dynamic height is computed by dividing the NAVD 88
 JX2317.geopotential number by the normal gravity value computed on the
 JX2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2317.degrees latitude (g = 980.6199 gals.).
 JX2317
 JX2317.The modeled gravity was interpolated from observed gravity values.
 JX2317
 JX2317;                    North         East    Units  Estimated Accuracy
 JX2317;SPC WV N     -   120,220.      553,420.      MT  (+/- 180 meters Scaled)
 JX2317
 JX2317                          SUPERSEDED SURVEY CONTROL
 JX2317
 JX2317.No superseded survey control is available for this station.
 JX2317
 JX2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND822817(NAD 83)
 JX2317_MARKER: DD = SURVEY DISK
 JX2317_SETTING: 66 = SET IN ROCK OUTCROP
 JX2317_SP_SET: ROCK OUTCROP
 JX2317_STAMPING: MR 113 LA 1989
 JX2317_MARK LOGO: USE   
 JX2317_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX2317+STABILITY: POSITION/ELEVATION WELL
 JX2317
 JX2317  HISTORY     - Date     Condition        Report By
 JX2317  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2317
 JX2317                          STATION DESCRIPTION
 JX2317
 JX2317'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2317'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 113.8, ABOUT 800 FT
 JX2317'(243.8 MT) NORTHEAST OF THE CORPS OF ENGINEERS HORSESHOE BEND
 JX2317'NAVIGATION LIGHT AND DAYMARK.  ABOUT 50 FT (15.2 MT) EAST OF THE WEST
 JX2317'END OF AN 0.1 MI (0.2 KM) LONG ROCK CUT, ABOUT 15 FT (4.6 MT) NORTH
 JX2317'OF THE NORTH RAIL AND ABOUT 2 FT (0.6 MT) ABOVE THE TRACK.  A
 JX2317'STANDARD USE BRASS DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2318 ***********************************************************************
 JX2318  DESIGNATION -  MR 114 LA
 JX2318  PID         -  JX2318
 JX2318  STATE/COUNTY-  WV/MONONGALIA
 JX2318  USGS QUAD   -  RIVESVILLE (1976)
 JX2318
 JX2318                         *CURRENT SURVEY CONTROL
 JX2318  ___________________________________________________________________
 JX2318* NAD 83(1986)-  39 34 28.     (N)    080 03 12.     (W)     SCALED    
 JX2318* NAVD 88     -       265.817  (meters)     872.10   (feet)  ADJUSTED  
 JX2318  ___________________________________________________________________
 JX2318  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JX2318  DYNAMIC HT  -         265.657 (meters)     871.58  (feet)  COMP
 JX2318  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 JX2318
 JX2318  VERT ORDER  -  SECOND    CLASS I
 JX2318
 JX2318.The horizontal coordinates were scaled from a topographic map and have
 JX2318.an estimated accuracy of +/- 6 seconds.
 JX2318
 JX2318.The orthometric height was determined by differential leveling
 JX2318.and adjusted by the National Geodetic Survey in September 1994..
 JX2318
 JX2318.The geoid height was determined by GEOID03.
 JX2318
 JX2318.The dynamic height is computed by dividing the NAVD 88
 JX2318.geopotential number by the normal gravity value computed on the
 JX2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2318.degrees latitude (g = 980.6199 gals.).
 JX2318
 JX2318.The modeled gravity was interpolated from observed gravity values.
 JX2318
 JX2318;                    North         East    Units  Estimated Accuracy
 JX2318;SPC WV N     -   119,430.      552,460.      MT  (+/- 180 meters Scaled)
 JX2318
 JX2318                          SUPERSEDED SURVEY CONTROL
 JX2318
 JX2318.No superseded survey control is available for this station.
 JX2318
 JX2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND813809(NAD 83)
 JX2318_MARKER: DD = SURVEY DISK
 JX2318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX2318_SP_SET: RETAINING WALL
 JX2318_STAMPING: MR 114 LA 1989
 JX2318_MARK LOGO: USE   
 JX2318_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2318+STABILITY: SURFACE MOTION
 JX2318
 JX2318  HISTORY     - Date     Condition        Report By
 JX2318  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2318
 JX2318                          STATION DESCRIPTION
 JX2318
 JX2318'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2318'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 114.4, NEAR THE
 JX2318'NORTHERLY LIMITS OF THE VILLAGE OF EDNA.  ON THE RETAINING WALL
 JX2318'BETWEEN THE MOHICAN MINE TIPPLE AND THE MONONGAHELA CONNECTING
 JX2318'RAILROAD TRACKS, ABOUT 50 FT (15.2 MT) NORTHWEST OF THE SOUTHEAST END
 JX2318'OF THE WALL, AT THE CENTERLINE OF THE TIPPLE, ABOUT LEVEL WITH THE
 JX2318'RAILS.  A STANDARD USE BRASS DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2320 ***********************************************************************
 JX2320  DESIGNATION -  MR 115 LA
 JX2320  PID         -  JX2320
 JX2320  STATE/COUNTY-  WV/MONONGALIA
 JX2320  USGS QUAD   -  RIVESVILLE (1976)
 JX2320
 JX2320                         *CURRENT SURVEY CONTROL
 JX2320  ___________________________________________________________________
 JX2320* NAD 83(1986)-  39 33 54.     (N)    080 03 03.     (W)     SCALED    
 JX2320* NAVD 88     -       263.565  (meters)     864.71   (feet)  ADJUSTED  
 JX2320  ___________________________________________________________________
 JX2320  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JX2320  DYNAMIC HT  -         263.405 (meters)     864.19  (feet)  COMP
 JX2320  MODELED GRAV-     980,016.0   (mgal)                       NAVD 88
 JX2320
 JX2320  VERT ORDER  -  SECOND    CLASS I
 JX2320
 JX2320.The horizontal coordinates were scaled from a topographic map and have
 JX2320.an estimated accuracy of +/- 6 seconds.
 JX2320
 JX2320.The orthometric height was determined by differential leveling
 JX2320.and adjusted by the National Geodetic Survey in September 1994..
 JX2320
 JX2320.The geoid height was determined by GEOID03.
 JX2320
 JX2320.The dynamic height is computed by dividing the NAVD 88
 JX2320.geopotential number by the normal gravity value computed on the
 JX2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2320.degrees latitude (g = 980.6199 gals.).
 JX2320
 JX2320.The modeled gravity was interpolated from observed gravity values.
 JX2320
 JX2320;                    North         East    Units  Estimated Accuracy
 JX2320;SPC WV N     -   118,380.      552,670.      MT  (+/- 180 meters Scaled)
 JX2320
 JX2320                          SUPERSEDED SURVEY CONTROL
 JX2320
 JX2320.No superseded survey control is available for this station.
 JX2320
 JX2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND815799(NAD 83)
 JX2320_MARKER: DD = SURVEY DISK
 JX2320_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JX2320_SP_SET: LOCK AND DAM ABUTMENT
 JX2320_MARK LOGO: USE   
 JX2320_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX2320+STABILITY: POSITION/ELEVATION WELL
 JX2320
 JX2320  HISTORY     - Date     Condition        Report By
 JX2320  HISTORY     - UNK      MONUMENTED       USE
 JX2320  HISTORY     - 19890823 GOOD             HARTMN
 JX2320
 JX2320                          STATION DESCRIPTION
 JX2320
 JX2320'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2320'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 115.4, AT THE
 JX2320'OPEKISKA LOCK AND DAM, ON THE DAM ABUTMENT, AT THE RIVERSIDE PIER
 JX2320'ABOUT 60 FT (18.3 MT) NORTH OF THE UPSTREAM FACE OF THE DAM, A
 JX2320'STANDARD USE BRASS DISK, NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2319 ***********************************************************************
 JX2319  DESIGNATION -  MR 115 LB
 JX2319  PID         -  JX2319
 JX2319  STATE/COUNTY-  WV/MONONGALIA
 JX2319  USGS QUAD   -  RIVESVILLE (1976)
 JX2319
 JX2319                         *CURRENT SURVEY CONTROL
 JX2319  ___________________________________________________________________
 JX2319* NAD 83(1986)-  39 33 55.     (N)    080 03 06.     (W)     SCALED    
 JX2319* NAVD 88     -       262.620  (meters)     861.61   (feet)  ADJUSTED  
 JX2319  ___________________________________________________________________
 JX2319  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JX2319  DYNAMIC HT  -         262.461 (meters)     861.09  (feet)  COMP
 JX2319  MODELED GRAV-     980,016.2   (mgal)                       NAVD 88
 JX2319
 JX2319  VERT ORDER  -  SECOND    CLASS I
 JX2319
 JX2319.The horizontal coordinates were scaled from a topographic map and have
 JX2319.an estimated accuracy of +/- 6 seconds.
 JX2319
 JX2319.The orthometric height was determined by differential leveling
 JX2319.and adjusted by the National Geodetic Survey in September 1994..
 JX2319
 JX2319.The geoid height was determined by GEOID03.
 JX2319
 JX2319.The dynamic height is computed by dividing the NAVD 88
 JX2319.geopotential number by the normal gravity value computed on the
 JX2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2319.degrees latitude (g = 980.6199 gals.).
 JX2319
 JX2319.The modeled gravity was interpolated from observed gravity values.
 JX2319
 JX2319;                    North         East    Units  Estimated Accuracy
 JX2319;SPC WV N     -   118,410.      552,600.      MT  (+/- 180 meters Scaled)
 JX2319
 JX2319                          SUPERSEDED SURVEY CONTROL
 JX2319
 JX2319.No superseded survey control is available for this station.
 JX2319
 JX2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND814799(NAD 83)
 JX2319_MARKER: DD = SURVEY DISK
 JX2319_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JX2319_SP_SET: LOCK AND DAM ABUTMENT
 JX2319_STAMPING: MR 115 LB 1989
 JX2319_MARK LOGO: USE   
 JX2319_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX2319+STABILITY: POSITION/ELEVATION WELL
 JX2319
 JX2319  HISTORY     - Date     Condition        Report By
 JX2319  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2319
 JX2319                          STATION DESCRIPTION
 JX2319
 JX2319'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2319'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 115.4, AT THE
 JX2319'OPEKISKA LOCK AND DAM.  ON THE DAM ABUTMENT, AT THE UPSTREAM FACE OF
 JX2319'THE DAM.  A STANDARD USE BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2321 ***********************************************************************
 JX2321  DESIGNATION -  MR 115 RA
 JX2321  PID         -  JX2321
 JX2321  STATE/COUNTY-  WV/MONONGALIA
 JX2321  USGS QUAD   -  RIVESVILLE (1976)
 JX2321
 JX2321                         *CURRENT SURVEY CONTROL
 JX2321  ___________________________________________________________________
 JX2321* NAD 83(1986)-  39 33 50.     (N)    080 02 59.     (W)     SCALED    
 JX2321* NAVD 88     -       262.645  (meters)     861.69   (feet)  ADJUSTED  
 JX2321  ___________________________________________________________________
 JX2321  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JX2321  DYNAMIC HT  -         262.486 (meters)     861.17  (feet)  COMP
 JX2321  MODELED GRAV-     980,015.6   (mgal)                       NAVD 88
 JX2321
 JX2321  VERT ORDER  -  SECOND    CLASS I
 JX2321
 JX2321.The horizontal coordinates were scaled from a topographic map and have
 JX2321.an estimated accuracy of +/- 6 seconds.
 JX2321
 JX2321.The orthometric height was determined by differential leveling
 JX2321.and adjusted by the National Geodetic Survey in September 1994..
 JX2321
 JX2321.The geoid height was determined by GEOID03.
 JX2321
 JX2321.The dynamic height is computed by dividing the NAVD 88
 JX2321.geopotential number by the normal gravity value computed on the
 JX2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2321.degrees latitude (g = 980.6199 gals.).
 JX2321
 JX2321.The modeled gravity was interpolated from observed gravity values.
 JX2321
 JX2321;                    North         East    Units  Estimated Accuracy
 JX2321;SPC WV N     -   118,250.      552,760.      MT  (+/- 180 meters Scaled)
 JX2321
 JX2321                          SUPERSEDED SURVEY CONTROL
 JX2321
 JX2321.No superseded survey control is available for this station.
 JX2321
 JX2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND816797(NAD 83)
 JX2321_MARKER: DD = SURVEY DISK
 JX2321_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JX2321_SP_SET: LOCK AND DAM LANDWALL
 JX2321_MARK LOGO: USE   
 JX2321_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX2321+STABILITY: POSITION/ELEVATION WELL
 JX2321
 JX2321  HISTORY     - Date     Condition        Report By
 JX2321  HISTORY     - UNK      MONUMENTED       USE
 JX2321  HISTORY     - 19890823 GOOD             HARTMN
 JX2321
 JX2321                          STATION DESCRIPTION
 JX2321
 JX2321'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2321'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 115.4, AT THE
 JX2321'OPEKISKA LOCK AND DAM.  ON THE LANDWALL, ABOUT 3 FT (0.9 MT) UPSTREAM
 JX2321'OF THE PINTLE CENTERLINE OF THE UPSTREAM LOCK GATE.  A STANDARD USE
 JX2321'BRASS DISK, NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2323 ***********************************************************************
 JX2323  DESIGNATION -  MR 116 RA
 JX2323  PID         -  JX2323
 JX2323  STATE/COUNTY-  WV/MONONGALIA
 JX2323  USGS QUAD   -  RIVESVILLE (1976)
 JX2323
 JX2323                         *CURRENT SURVEY CONTROL
 JX2323  ___________________________________________________________________
 JX2323* NAD 83(1986)-  39 32 54.     (N)    080 03 44.     (W)     SCALED    
 JX2323* NAVD 88     -       265.504  (meters)     871.07   (feet)  ADJUSTED  
 JX2323  ___________________________________________________________________
 JX2323  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JX2323  DYNAMIC HT  -         265.343 (meters)     870.55  (feet)  COMP
 JX2323  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 JX2323
 JX2323  VERT ORDER  -  SECOND    CLASS I
 JX2323
 JX2323.The horizontal coordinates were scaled from a topographic map and have
 JX2323.an estimated accuracy of +/- 6 seconds.
 JX2323
 JX2323.The orthometric height was determined by differential leveling
 JX2323.and adjusted by the National Geodetic Survey in September 1994..
 JX2323
 JX2323.The geoid height was determined by GEOID03.
 JX2323
 JX2323.The dynamic height is computed by dividing the NAVD 88
 JX2323.geopotential number by the normal gravity value computed on the
 JX2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2323.degrees latitude (g = 980.6199 gals.).
 JX2323
 JX2323.The modeled gravity was interpolated from observed gravity values.
 JX2323
 JX2323;                    North         East    Units  Estimated Accuracy
 JX2323;SPC WV N     -   116,530.      551,680.      MT  (+/- 180 meters Scaled)
 JX2323
 JX2323                          SUPERSEDED SURVEY CONTROL
 JX2323
 JX2323.No superseded survey control is available for this station.
 JX2323
 JX2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND805780(NAD 83)
 JX2323_MARKER: DD = SURVEY DISK
 JX2323_SETTING: 80 = SET IN A BOULDER
 JX2323_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 JX2323_STAMPING: MR 116 RA 1989
 JX2323_MARK LOGO: USE   
 JX2323_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2323+STABILITY: SURFACE MOTION
 JX2323
 JX2323  HISTORY     - Date     Condition        Report By
 JX2323  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2323
 JX2323                          STATION DESCRIPTION
 JX2323
 JX2323'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2323'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 116.7, 630 FT
 JX2323'(192.0 MT) NORTHEAST OF CORPS OF ENGINEERS CLINTON RIVER NAVIGATION
 JX2323'LIGHT AND DAYMARK, 14 FT (4.3 MT) SOUTHEAST OF THE SOUTHEAST RAIL OF
 JX2323'THE BALTIMORE AND OHIO TRACK.  IN THE SOUTHWESTERLY END OF AN
 JX2323'IRREGULAR SHAPED 3 FT (0.9 MT) BY 12 FT (3.7 MT) ROCK ON THE CUT
 JX2323'BANK, ABOUT 2 FT (0.6 MT) ABOVE THE TRACKS.  A STANDARD USE BRASS
 JX2323'DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2324 ***********************************************************************
 JX2324  DESIGNATION -  MR 117 RA
 JX2324  PID         -  JX2324
 JX2324  STATE/COUNTY-  WV/MARION
 JX2324  USGS QUAD   -  RIVESVILLE (1976)
 JX2324
 JX2324                         *CURRENT SURVEY CONTROL
 JX2324  ___________________________________________________________________
 JX2324* NAD 83(1986)-  39 32 58.     (N)    080 04 55.     (W)     SCALED    
 JX2324* NAVD 88     -       264.601  (meters)     868.11   (feet)  ADJUSTED  
 JX2324  ___________________________________________________________________
 JX2324  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JX2324  DYNAMIC HT  -         264.441 (meters)     867.59  (feet)  COMP
 JX2324  MODELED GRAV-     980,018.6   (mgal)                       NAVD 88
 JX2324
 JX2324  VERT ORDER  -  SECOND    CLASS I
 JX2324
 JX2324.The horizontal coordinates were scaled from a topographic map and have
 JX2324.an estimated accuracy of +/- 6 seconds.
 JX2324
 JX2324.The orthometric height was determined by differential leveling
 JX2324.and adjusted by the National Geodetic Survey in September 1994..
 JX2324
 JX2324.The geoid height was determined by GEOID03.
 JX2324
 JX2324.The dynamic height is computed by dividing the NAVD 88
 JX2324.geopotential number by the normal gravity value computed on the
 JX2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2324.degrees latitude (g = 980.6199 gals.).
 JX2324
 JX2324.The modeled gravity was interpolated from observed gravity values.
 JX2324
 JX2324;                    North         East    Units  Estimated Accuracy
 JX2324;SPC WV N     -   116,670.      549,980.      MT  (+/- 180 meters Scaled)
 JX2324
 JX2324                          SUPERSEDED SURVEY CONTROL
 JX2324
 JX2324.No superseded survey control is available for this station.
 JX2324
 JX2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND788781(NAD 83)
 JX2324_MARKER: DD = SURVEY DISK
 JX2324_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JX2324_SP_SET: CONCRETE PAD
 JX2324_STAMPING: MR 117 RA 1989
 JX2324_MARK LOGO: USE   
 JX2324_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2324
 JX2324  HISTORY     - Date     Condition        Report By
 JX2324  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2324
 JX2324                          STATION DESCRIPTION
 JX2324
 JX2324'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2324'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 117.8, NEAR THE
 JX2324'NORTHERLY LIMITS OF THE VILLAGE OF JORDAN (FORMERLY MINE CAMP NO. 93)
 JX2324'.  200 FT (61.0 MT) NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX2324'TRACKS FROM MILEPOST 119, 135 FT (41.1 MT) SOUTHWEST ALONG THE
 JX2324'BALTIMORE AND OHIO RAILROAD TRACK FROM A 3 FT (0.9 MT) R.C.P. CULVERT
 JX2324'UNDER THE TRACKS.  IN THE CENTER OF A 5 FT (1.5 MT) SQUARE CONCRETE
 JX2324'PAD AT THE TOP OF A SET OF STEPS FOR A FORMER HAND DRAWN FERRY.  15
 JX2324'FT (4.6 MT) NORTHWEST OF THE NORTHWEST RAIL, ABOUT 1.5 FT (0.5 MT)
 JX2324'LOWER THAN THE TOP OF RAIL.  A STANDARD USE BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2325 ***********************************************************************
 JX2325  DESIGNATION -  MR 119 RA
 JX2325  PID         -  JX2325
 JX2325  STATE/COUNTY-  WV/MARION
 JX2325  USGS QUAD   -  RIVESVILLE (1976)
 JX2325
 JX2325                         *CURRENT SURVEY CONTROL
 JX2325  ___________________________________________________________________
 JX2325* NAD 83(1986)-  39 31 44.     (N)    080 04 35.     (W)     SCALED    
 JX2325* NAVD 88     -       265.165  (meters)     869.96   (feet)  ADJUSTED  
 JX2325  ___________________________________________________________________
 JX2325  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JX2325  DYNAMIC HT  -         265.004 (meters)     869.43  (feet)  COMP
 JX2325  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 JX2325
 JX2325  VERT ORDER  -  SECOND    CLASS I
 JX2325
 JX2325.The horizontal coordinates were scaled from a topographic map and have
 JX2325.an estimated accuracy of +/- 6 seconds.
 JX2325
 JX2325.The orthometric height was determined by differential leveling
 JX2325.and adjusted by the National Geodetic Survey in September 1994..
 JX2325
 JX2325.The geoid height was determined by GEOID03.
 JX2325
 JX2325.The dynamic height is computed by dividing the NAVD 88
 JX2325.geopotential number by the normal gravity value computed on the
 JX2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2325.degrees latitude (g = 980.6199 gals.).
 JX2325
 JX2325.The modeled gravity was interpolated from observed gravity values.
 JX2325
 JX2325;                    North         East    Units  Estimated Accuracy
 JX2325;SPC WV N     -   114,380.      550,450.      MT  (+/- 180 meters Scaled)
 JX2325
 JX2325                          SUPERSEDED SURVEY CONTROL
 JX2325
 JX2325.No superseded survey control is available for this station.
 JX2325
 JX2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND793758(NAD 83)
 JX2325_MARKER: DD = SURVEY DISK
 JX2325_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX2325_SP_SET: RAILROAD BRIDGE ABUTMENT
 JX2325_STAMPING: MR 119 RA 1989
 JX2325_MARK LOGO: USE   
 JX2325_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2325
 JX2325  HISTORY     - Date     Condition        Report By
 JX2325  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2325
 JX2325                          STATION DESCRIPTION
 JX2325
 JX2325'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2325'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 119.6, IN THE
 JX2325'VILLAGE OF CATAWBA.  ON THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 JX2325'CONCRETE ABUTMENT OF THE BALTIMORE AND OHIO RAILROAD BRIDGE OVER
 JX2325'LITTLE CREEK.  A STANDARD USE BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2327 ***********************************************************************
 JX2327  DESIGNATION -  MR 120 LA
 JX2327  PID         -  JX2327
 JX2327  STATE/COUNTY-  WV/MARION
 JX2327  USGS QUAD   -  RIVESVILLE (1976)
 JX2327
 JX2327                         *CURRENT SURVEY CONTROL
 JX2327  ___________________________________________________________________
 JX2327* NAD 83(1986)-  39 31 14.     (N)    080 05 25.     (W)     SCALED    
 JX2327* NAVD 88     -       276.543  (meters)     907.29   (feet)  ADJUSTED  
 JX2327  ___________________________________________________________________
 JX2327  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JX2327  DYNAMIC HT  -         276.377 (meters)     906.75  (feet)  COMP
 JX2327  MODELED GRAV-     980,016.9   (mgal)                       NAVD 88
 JX2327
 JX2327  VERT ORDER  -  SECOND    CLASS I
 JX2327
 JX2327.The horizontal coordinates were scaled from a topographic map and have
 JX2327.an estimated accuracy of +/- 6 seconds.
 JX2327
 JX2327.The orthometric height was determined by differential leveling
 JX2327.and adjusted by the National Geodetic Survey in September 1994..
 JX2327
 JX2327.The geoid height was determined by GEOID03.
 JX2327
 JX2327.The dynamic height is computed by dividing the NAVD 88
 JX2327.geopotential number by the normal gravity value computed on the
 JX2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2327.degrees latitude (g = 980.6199 gals.).
 JX2327
 JX2327.The modeled gravity was interpolated from observed gravity values.
 JX2327
 JX2327;                    North         East    Units  Estimated Accuracy
 JX2327;SPC WV N     -   113,470.      549,250.      MT  (+/- 180 meters Scaled)
 JX2327
 JX2327                          SUPERSEDED SURVEY CONTROL
 JX2327
 JX2327.No superseded survey control is available for this station.
 JX2327
 JX2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND781749(NAD 83)
 JX2327_MARKER: Q = CHISELED SQUARE
 JX2327_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JX2327_SP_SET: RAILROAD BRIDGE WINGWALL
 JX2327_MARK LOGO: NONE  
 JX2327_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2327
 JX2327  HISTORY     - Date     Condition        Report By
 JX2327  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2327
 JX2327                          STATION DESCRIPTION
 JX2327
 JX2327'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2327'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 120.8, IN THE AREA
 JX2327'LOCALLY KNOWN AS RADCLIFF.  AT THE NORTHWEST END OF THE MONONGAHELA
 JX2327'RAILROAD CONNECTING RAILROAD BRIDGE OVER THE MONONGAHELA RIVER NEAR
 JX2327'PRICKETTS FORT STATE PARK.  IN THE NORTHWEST CORNER OF THE NORTHWEST
 JX2327'WINGWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2326 ***********************************************************************
 JX2326  DESIGNATION -  MR 120 RA
 JX2326  PID         -  JX2326
 JX2326  STATE/COUNTY-  WV/MARION
 JX2326  USGS QUAD   -  RIVESVILLE (1976)
 JX2326
 JX2326                         *CURRENT SURVEY CONTROL
 JX2326  ___________________________________________________________________
 JX2326* NAD 83(1986)-  39 31 05.     (N)    080 05 29.     (W)     SCALED    
 JX2326* NAVD 88     -       266.365  (meters)     873.90   (feet)  ADJUSTED  
 JX2326  ___________________________________________________________________
 JX2326  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JX2326  DYNAMIC HT  -         266.204 (meters)     873.37  (feet)  COMP
 JX2326  MODELED GRAV-     980,016.9   (mgal)                       NAVD 88
 JX2326
 JX2326  VERT ORDER  -  SECOND    CLASS I
 JX2326
 JX2326.The horizontal coordinates were scaled from a topographic map and have
 JX2326.an estimated accuracy of +/- 6 seconds.
 JX2326
 JX2326.The orthometric height was determined by differential leveling
 JX2326.and adjusted by the National Geodetic Survey in September 1994..
 JX2326
 JX2326.The geoid height was determined by GEOID03.
 JX2326
 JX2326.The dynamic height is computed by dividing the NAVD 88
 JX2326.geopotential number by the normal gravity value computed on the
 JX2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2326.degrees latitude (g = 980.6199 gals.).
 JX2326
 JX2326.The modeled gravity was interpolated from observed gravity values.
 JX2326
 JX2326;                    North         East    Units  Estimated Accuracy
 JX2326;SPC WV N     -   113,190.      549,150.      MT  (+/- 180 meters Scaled)
 JX2326
 JX2326                          SUPERSEDED SURVEY CONTROL
 JX2326
 JX2326.No superseded survey control is available for this station.
 JX2326
 JX2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND781746(NAD 83)
 JX2326_MARKER: DD = SURVEY DISK
 JX2326_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX2326_SP_SET: RAILROAD BRIDGE ABUTMENT
 JX2326_STAMPING: MR 120 RA 1989
 JX2326_MARK LOGO: USE   
 JX2326_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2326
 JX2326  HISTORY     - Date     Condition        Report By
 JX2326  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2326
 JX2326                          STATION DESCRIPTION
 JX2326
 JX2326'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2326'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 84.4, AT THE BOROUGH
 JX2326'OF GREENSBORO, IN THE REAR OF THE GREENSBORO POST OFFICE WHICH IS
 JX2326'LOCATED ON FRONT STREET BETWEEN WALNUT STREET AND MINOR STREET.  A
 JX2326'STANDARD USE BRASS DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2328 ***********************************************************************
 JX2328  DESIGNATION -  MR 122 LA
 JX2328  PID         -  JX2328
 JX2328  STATE/COUNTY-  WV/MARION
 JX2328  USGS QUAD   -  RIVESVILLE (1976)
 JX2328
 JX2328                         *CURRENT SURVEY CONTROL
 JX2328  ___________________________________________________________________
 JX2328* NAD 83(1986)-  39 31 49.     (N)    080 07 01.     (W)     SCALED    
 JX2328* NAVD 88     -       266.361  (meters)     873.89   (feet)  ADJUSTED  
 JX2328  ___________________________________________________________________
 JX2328  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JX2328  DYNAMIC HT  -         266.202 (meters)     873.36  (feet)  COMP
 JX2328  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 JX2328
 JX2328  VERT ORDER  -  SECOND    CLASS I
 JX2328
 JX2328.The horizontal coordinates were scaled from a topographic map and have
 JX2328.an estimated accuracy of +/- 6 seconds.
 JX2328
 JX2328.The orthometric height was determined by differential leveling
 JX2328.and adjusted by the National Geodetic Survey in September 1994..
 JX2328
 JX2328.The geoid height was determined by GEOID03.
 JX2328
 JX2328.The dynamic height is computed by dividing the NAVD 88
 JX2328.geopotential number by the normal gravity value computed on the
 JX2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2328.degrees latitude (g = 980.6199 gals.).
 JX2328
 JX2328.The modeled gravity was interpolated from observed gravity values.
 JX2328
 JX2328;                    North         East    Units  Estimated Accuracy
 JX2328;SPC WV N     -   114,560.      546,960.      MT  (+/- 180 meters Scaled)
 JX2328
 JX2328                          SUPERSEDED SURVEY CONTROL
 JX2328
 JX2328.No superseded survey control is available for this station.
 JX2328
 JX2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND758759(NAD 83)
 JX2328_MARKER: Z = SEE DESCRIPTION
 JX2328_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX2328_SP_SET: RAILROAD BRIDGE ABUTMENT
 JX2328_MARK LOGO: NONE  
 JX2328_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2328
 JX2328  HISTORY     - Date     Condition        Report By
 JX2328  HISTORY     - UNK      MONUMENTED       RBNF
 JX2328  HISTORY     - 19890825 GOOD             HARTMN
 JX2328
 JX2328                          STATION DESCRIPTION
 JX2328
 JX2328'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2328'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 122.4, IN THE TOWN
 JX2328'OF RIVESVILLE.  ON THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE
 JX2328'MONONGAHELA CONNECTING RAILROAD BRIDGE OVER ROUTE 19.  ABOUT 3 FT
 JX2328'(0.9 MT) LOWER THAN THE TRACK, A ONE INCH BRASS PIN SURROUNDED BY A 2
 JX2328'INCH BY 2 INCH BRASS PLATE WITH M.R.R. EL. CAST IN IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2329 ***********************************************************************
 JX2329  DESIGNATION -  MR 122 LB
 JX2329  PID         -  JX2329
 JX2329  STATE/COUNTY-  WV/MARION
 JX2329  USGS QUAD   -  RIVESVILLE (1976)
 JX2329
 JX2329                         *CURRENT SURVEY CONTROL
 JX2329  ___________________________________________________________________
 JX2329* NAD 83(1986)-  39 31 47.     (N)    080 07 17.     (W)     SCALED    
 JX2329* NAVD 88     -       266.875  (meters)     875.57   (feet)  ADJUSTED  
 JX2329  ___________________________________________________________________
 JX2329  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JX2329  DYNAMIC HT  -         266.716 (meters)     875.05  (feet)  COMP
 JX2329  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 JX2329
 JX2329  VERT ORDER  -  SECOND    CLASS I
 JX2329
 JX2329.The horizontal coordinates were scaled from a topographic map and have
 JX2329.an estimated accuracy of +/- 6 seconds.
 JX2329
 JX2329.The orthometric height was determined by differential leveling
 JX2329.and adjusted by the National Geodetic Survey in September 1994..
 JX2329
 JX2329.The geoid height was determined by GEOID03.
 JX2329
 JX2329.The dynamic height is computed by dividing the NAVD 88
 JX2329.geopotential number by the normal gravity value computed on the
 JX2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2329.degrees latitude (g = 980.6199 gals.).
 JX2329
 JX2329.The modeled gravity was interpolated from observed gravity values.
 JX2329
 JX2329;                    North         East    Units  Estimated Accuracy
 JX2329;SPC WV N     -   114,500.      546,580.      MT  (+/- 180 meters Scaled)
 JX2329
 JX2329                          SUPERSEDED SURVEY CONTROL
 JX2329
 JX2329.No superseded survey control is available for this station.
 JX2329
 JX2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND755759(NAD 83)
 JX2329_MARKER: Z = SEE DESCRIPTION
 JX2329_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX2329_SP_SET: RAILROAD BRIDGE ABUTMENT
 JX2329_MARK LOGO: NONE  
 JX2329_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2329
 JX2329  HISTORY     - Date     Condition        Report By
 JX2329  HISTORY     - UNK      MONUMENTED       RBNF
 JX2329  HISTORY     - 19890831 GOOD             HARTMN
 JX2329
 JX2329                          STATION DESCRIPTION
 JX2329
 JX2329'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2329'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 122.7, AT
 JX2329'RIVESVILLE, ON THE SOUTHERLY END OF THE WESTERLY CONCRETE ABUTMENT OF
 JX2329'THE MONONGAHELA CONNECTING RAILROAD BRIDGE OVER PAW PAW CREEK.  A ONE
 JX2329'INCH BRASS PIN SURROUNDED BY A 2 INCH BY 2 INCH BRASS PLATE WITH
 JX2329'M.R.R. EL. CAST IN THE PLATE.  ABOUT 1 FT (0.3 MT) BELOW THE
 JX2329'TRACKS, NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2306 ***********************************************************************
 JX2306  DESIGNATION -  MR 123 LA
 JX2306  PID         -  JX2306
 JX2306  STATE/COUNTY-  WV/MARION
 JX2306  USGS QUAD   -  GRANT TOWN (1976)
 JX2306
 JX2306                         *CURRENT SURVEY CONTROL
 JX2306  ___________________________________________________________________
 JX2306* NAD 83(1995)-  39 31 20.49146(N)    080 08 00.31051(W)     ADJUSTED  
 JX2306* NAVD 88     -       263.267  (meters)     863.74   (feet)  ADJUSTED  
 JX2306  ___________________________________________________________________
 JX2306  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 JX2306  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JX2306  DYNAMIC HT  -         263.110 (meters)     863.22  (feet)  COMP
 JX2306  MODELED GRAV-     980,024.5   (mgal)                       NAVD 88
 JX2306
 JX2306  HORZ ORDER  -  FIRST
 JX2306  VERT ORDER  -  SECOND    CLASS I
 JX2306
 JX2306.The horizontal coordinates were established by GPS observations
 JX2306.and adjusted by the National Geodetic Survey in April 1998..
 JX2306
 JX2306.The orthometric height was determined by differential leveling
 JX2306.and adjusted by the National Geodetic Survey in September 1994..
 JX2306
 JX2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2306
 JX2306.The geoid height was determined by GEOID03.
 JX2306
 JX2306.The dynamic height is computed by dividing the NAVD 88
 JX2306.geopotential number by the normal gravity value computed on the
 JX2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2306.degrees latitude (g = 980.6199 gals.).
 JX2306
 JX2306.The modeled gravity was interpolated from observed gravity values.
 JX2306
 JX2306;                    North         East     Units Scale Factor Converg.
 JX2306;SPC WV N     -   113,691.119   545,538.466   MT  0.99994237   -0 24 14.3
 JX2306;UTM  17      - 4,375,104.372   574,484.398   MT  0.99966830   +0 33 05.4
 JX2306
 JX2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2306!SPC WV N     -   0.99996381  x   0.99994237  =   0.99990619
 JX2306!UTM  17      -   0.99996381  x   0.99966830  =   0.99963213
 JX2306
 JX2306                          SUPERSEDED SURVEY CONTROL
 JX2306
 JX2306  NAD 83(1986)-  39 31 20.49617(N)    080 08 00.31904(W) AD(       ) 1
 JX2306  NGVD 29 (02/08/94)  263.43   (m)          864.3    (f) LEVELING    3  
 JX2306
 JX2306.Superseded values are not recommended for survey control.
 JX2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2306.See file dsdata.txt to determine how the superseded data were derived.
 JX2306
 JX2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7448475104(NAD 83)
 JX2306_MARKER: DD = SURVEY DISK
 JX2306_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX2306_SP_SET: CULVERT ENDWALL
 JX2306_STAMPING: MR123LA 1989
 JX2306_MARK LOGO: USE   
 JX2306_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2306+STABILITY: SURFACE MOTION
 JX2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2306+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JX2306
 JX2306  HISTORY     - Date     Condition        Report By
 JX2306  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2306
 JX2306                          STATION DESCRIPTION
 JX2306
 JX2306'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2306'LOCATED ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 123.5, ABOUT
 JX2306'1 MI (1.61 KM) SOUTHWEST OF THE TOWN OF RIVESVILLE.  AT THE MOUTH OF
 JX2306'HAWKINBERRY RUN.
 JX2306'THE STATION IS A STANDARD CORPS OF ENGINEERS BRASS DISK SET IN THE
 JX2306'WESTERLY SIDE OF THE SOUTHERLY ENDWALL OF A CONCRETE BOX CULVERT
 JX2306'ENCLOSING HAWKINBERRY RUN UNDER ROUTE 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2330 ***********************************************************************
 JX2330  DESIGNATION -  MR 123 LB
 JX2330  PID         -  JX2330
 JX2330  STATE/COUNTY-  WV/MARION
 JX2330  USGS QUAD   -  GRANT TOWN (1976)
 JX2330
 JX2330                         *CURRENT SURVEY CONTROL
 JX2330  ___________________________________________________________________
 JX2330* NAD 83(1986)-  39 31 02.     (N)    080 08 06.     (W)     SCALED    
 JX2330* NAVD 88     -       268.069  (meters)     879.49   (feet)  ADJUSTED  
 JX2330  ___________________________________________________________________
 JX2330  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JX2330  DYNAMIC HT  -         267.910 (meters)     878.97  (feet)  COMP
 JX2330  MODELED GRAV-     980,024.5   (mgal)                       NAVD 88
 JX2330
 JX2330  VERT ORDER  -  SECOND    CLASS I
 JX2330
 JX2330.The horizontal coordinates were scaled from a topographic map and have
 JX2330.an estimated accuracy of +/- 6 seconds.
 JX2330
 JX2330.The orthometric height was determined by differential leveling
 JX2330.and adjusted by the National Geodetic Survey in September 1994..
 JX2330
 JX2330.The geoid height was determined by GEOID03.
 JX2330
 JX2330.The dynamic height is computed by dividing the NAVD 88
 JX2330.geopotential number by the normal gravity value computed on the
 JX2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2330.degrees latitude (g = 980.6199 gals.).
 JX2330
 JX2330.The modeled gravity was interpolated from observed gravity values.
 JX2330
 JX2330;                    North         East    Units  Estimated Accuracy
 JX2330;SPC WV N     -   113,120.      545,400.      MT  (+/- 180 meters Scaled)
 JX2330
 JX2330                          SUPERSEDED SURVEY CONTROL
 JX2330
 JX2330.No superseded survey control is available for this station.
 JX2330
 JX2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND743745(NAD 83)
 JX2330_MARKER: Q = CHISELED SQUARE
 JX2330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX2330_SP_SET: SANDSTONE WALL
 JX2330_MARK LOGO: NONE  
 JX2330_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2330
 JX2330  HISTORY     - Date     Condition        Report By
 JX2330  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2330
 JX2330                          STATION DESCRIPTION
 JX2330
 JX2330'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2330'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 123.8, NEAR THE
 JX2330'VILLAGE OF DAKOTA.  ON THE TOP OF THE NORTHEAST CORNER OF A 1 FT
 JX2330'(0.3 MT) HIGH SANDSTONE WALL SURROUNDING PITCHER CEMETERY.  ABOUT 500
 JX2330'FT (152.4 MT) SOUTH OF THE GRADE CROSSING OF ROUTE 19 AND THE
 JX2330'BALTIMORE AND OHIO RAILROAD TRACKS AT THE NORTHERLY LIMITS OF THE
 JX2330'VILLAGE OF DAKOTA.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2331 ***********************************************************************
 JX2331  DESIGNATION -  MR 125 LA
 JX2331  PID         -  JX2331
 JX2331  STATE/COUNTY-  WV/MARION
 JX2331  USGS QUAD   -  FAIRMONT WEST (1976)
 JX2331
 JX2331                         *CURRENT SURVEY CONTROL
 JX2331  ___________________________________________________________________
 JX2331* NAD 83(1986)-  39 29 42.     (N)    080 07 31.     (W)     SCALED    
 JX2331* NAVD 88     -       266.973  (meters)     875.89   (feet)  ADJUSTED  
 JX2331  ___________________________________________________________________
 JX2331  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JX2331  DYNAMIC HT  -         266.814 (meters)     875.37  (feet)  COMP
 JX2331  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 JX2331
 JX2331  VERT ORDER  -  SECOND    CLASS I
 JX2331
 JX2331.The horizontal coordinates were scaled from a topographic map and have
 JX2331.an estimated accuracy of +/- 6 seconds.
 JX2331
 JX2331.The orthometric height was determined by differential leveling
 JX2331.and adjusted by the National Geodetic Survey in September 1994..
 JX2331
 JX2331.The geoid height was determined by GEOID03.
 JX2331
 JX2331.The dynamic height is computed by dividing the NAVD 88
 JX2331.geopotential number by the normal gravity value computed on the
 JX2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2331.degrees latitude (g = 980.6199 gals.).
 JX2331
 JX2331.The modeled gravity was interpolated from observed gravity values.
 JX2331
 JX2331;                    North         East    Units  Estimated Accuracy
 JX2331;SPC WV N     -   110,650.      546,220.      MT  (+/- 180 meters Scaled)
 JX2331
 JX2331                          SUPERSEDED SURVEY CONTROL
 JX2331
 JX2331.No superseded survey control is available for this station.
 JX2331
 JX2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND752720(NAD 83)
 JX2331_MARKER: DD = SURVEY DISK
 JX2331_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX2331_SP_SET: RAILROAD BRIDGE ABUTMENT
 JX2331_STAMPING: MR 125 LA 1989
 JX2331_MARK LOGO: USE   
 JX2331_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2331
 JX2331  HISTORY     - Date     Condition        Report By
 JX2331  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2331
 JX2331                          STATION DESCRIPTION
 JX2331
 JX2331'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2331'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 125.4, IN FAIRMONT.
 JX2331'ON THE BALTIMORE AND OHIO RAILROAD BRIDGE OVER BUFFALO CREEK AT ITS
 JX2331'CONFLUENCE WITH THE MONONGAHELA RIVER.  ON THE TOP OF THE SOUTHWEST
 JX2331'END OF THE SOUTHEAST STONE ABUTMENT.  3 FT (0.9 MT) BELOW THE RAILS,
 JX2331'A STANDARD USE BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2332 ***********************************************************************
 JX2332  DESIGNATION -  MR 127 LA
 JX2332  PID         -  JX2332
 JX2332  STATE/COUNTY-  WV/MARION
 JX2332  USGS QUAD   -  FAIRMONT WEST (1976)
 JX2332
 JX2332                         *CURRENT SURVEY CONTROL
 JX2332  ___________________________________________________________________
 JX2332* NAD 83(1986)-  39 28 57.     (N)    080 08 32.     (W)     SCALED    
 JX2332* NAVD 88     -       269.185  (meters)     883.15   (feet)  ADJUSTED  
 JX2332  ___________________________________________________________________
 JX2332  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JX2332  DYNAMIC HT  -         269.024 (meters)     882.62  (feet)  COMP
 JX2332  MODELED GRAV-     980,021.2   (mgal)                       NAVD 88
 JX2332
 JX2332  VERT ORDER  -  SECOND    CLASS I
 JX2332
 JX2332.The horizontal coordinates were scaled from a topographic map and have
 JX2332.an estimated accuracy of +/- 6 seconds.
 JX2332
 JX2332.The orthometric height was determined by differential leveling
 JX2332.and adjusted by the National Geodetic Survey in September 1994..
 JX2332
 JX2332.The geoid height was determined by GEOID03.
 JX2332
 JX2332.The dynamic height is computed by dividing the NAVD 88
 JX2332.geopotential number by the normal gravity value computed on the
 JX2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2332.degrees latitude (g = 980.6199 gals.).
 JX2332
 JX2332.The modeled gravity was interpolated from observed gravity values.
 JX2332
 JX2332;                    North         East    Units  Estimated Accuracy
 JX2332;SPC WV N     -   109,270.      544,750.      MT  (+/- 180 meters Scaled)
 JX2332
 JX2332                          SUPERSEDED SURVEY CONTROL
 JX2332
 JX2332.No superseded survey control is available for this station.
 JX2332
 JX2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND737706(NAD 83)
 JX2332_MARKER: DD = SURVEY DISK
 JX2332_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JX2332_SP_SET: RETAINING WALL
 JX2332_STAMPING: MR 127 LA 1989
 JX2332_MARK LOGO: USE   
 JX2332_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2332
 JX2332  HISTORY     - Date     Condition        Report By
 JX2332  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2332
 JX2332                          STATION DESCRIPTION
 JX2332
 JX2332'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2332'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 127.3, AT FAIRMONT,
 JX2332'APPROXIMATELY 300 FT (91.4 MT) SOUTHWEST ALONG THE BALTIMORE AND OHIO
 JX2332'RAILROAD FROM THE ROUTE 73 BRIDGE CROSSING THE MONONGAHELA RIVER AND
 JX2332'THE BALTIMORE AND OHIO RAILROAD.  IN THE TOP OF A CONCRETE RETAINING
 JX2332'WALL THAT IS BETWEEN THE RAILROAD TRACKS AND THE RIVER, ON THE
 JX2332'RIVERWARD SIDE OF AN OFFSET IN THE WALL.  A STANDARD USE BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1818 ***********************************************************************
 JW1818  DESIGNATION -  MR 91 LA
 JW1818  PID         -  JW1818
 JW1818  STATE/COUNTY-  WV/MONONGALIA
 JW1818  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1818
 JW1818                         *CURRENT SURVEY CONTROL
 JW1818  ___________________________________________________________________
 JW1818* NAD 83(1986)-  39 43 01.     (N)    079 55 21.     (W)     SCALED    
 JW1818* NAVD 88     -       250.291  (meters)     821.16   (feet)  ADJUSTED  
 JW1818  ___________________________________________________________________
 JW1818  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JW1818  DYNAMIC HT  -         250.143 (meters)     820.68  (feet)  COMP
 JW1818  MODELED GRAV-     980,030.2   (mgal)                       NAVD 88
 JW1818
 JW1818  VERT ORDER  -  SECOND    CLASS I
 JW1818
 JW1818.The horizontal coordinates were scaled from a topographic map and have
 JW1818.an estimated accuracy of +/- 6 seconds.
 JW1818
 JW1818.The orthometric height was determined by differential leveling
 JW1818.and adjusted by the National Geodetic Survey in September 1994..
 JW1818
 JW1818.The geoid height was determined by GEOID03.
 JW1818
 JW1818.The dynamic height is computed by dividing the NAVD 88
 JW1818.geopotential number by the normal gravity value computed on the
 JW1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1818.degrees latitude (g = 980.6199 gals.).
 JW1818
 JW1818.The modeled gravity was interpolated from observed gravity values.
 JW1818
 JW1818;                    North         East    Units  Estimated Accuracy
 JW1818;SPC WV N     -   135,190.      563,780.      MT  (+/- 180 meters Scaled)
 JW1818
 JW1818                          SUPERSEDED SURVEY CONTROL
 JW1818
 JW1818.No superseded survey control is available for this station.
 JW1818
 JW1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND923968(NAD 83)
 JW1818_MARKER: DD = SURVEY DISK
 JW1818_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JW1818+WITH SETTING: PAVEMENT
 JW1818_SP_SET: RAILROAD SIGNAL BASE
 JW1818_STAMPING: MR 91 LA 1989
 JW1818_MARK LOGO: USE   
 JW1818_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1818+STABILITY: SURFACE MOTION
 JW1818
 JW1818  HISTORY     - Date     Condition        Report By
 JW1818  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1818
 JW1818                          STATION DESCRIPTION
 JW1818
 JW1818'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1818'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 91.7, IN CASS
 JW1818'TOWNSHIP, ABOUT 0.3 MI (0.5 KM) SOUTH ALONG THE MONONGAHELA RAILROAD
 JW1818'FROM THE PENNSYLVANIA-WEST VIRGINIA BORDER, AT THE NORTH END OF THE
 JW1818'COAL STOCKPILE AREA OF THE FORT MARTIN POWER PLANT, ABOUT 30 FT
 JW1818'(9.1 MT) NORTHEAST OF RAILROAD MILE POST 33/36, 10 FT (3.0 MT)
 JW1818'SOUTHEAST OF THE SOUTHEAST RAIL. A STANDARD USE BRASS DISK SET IN THE
 JW1818'CENTER OF THE TOP OF AN ABANDONED CONCRETE SIGNAL BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1819 ***********************************************************************
 JW1819  DESIGNATION -  MR 92 LA
 JW1819  PID         -  JW1819
 JW1819  STATE/COUNTY-  WV/MONONGALIA
 JW1819  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1819
 JW1819                         *CURRENT SURVEY CONTROL
 JW1819  ___________________________________________________________________
 JW1819* NAD 83(1986)-  39 42 29.     (N)    079 56 00.     (W)     SCALED    
 JW1819* NAVD 88     -       250.847  (meters)     822.99   (feet)  ADJUSTED  
 JW1819  ___________________________________________________________________
 JW1819  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JW1819  DYNAMIC HT  -         250.699 (meters)     822.50  (feet)  COMP
 JW1819  MODELED GRAV-     980,029.8   (mgal)                       NAVD 88
 JW1819
 JW1819  VERT ORDER  -  SECOND    CLASS I
 JW1819
 JW1819.The horizontal coordinates were scaled from a topographic map and have
 JW1819.an estimated accuracy of +/- 6 seconds.
 JW1819
 JW1819.The orthometric height was determined by differential leveling
 JW1819.and adjusted by the National Geodetic Survey in September 1994..
 JW1819
 JW1819.The geoid height was determined by GEOID03.
 JW1819
 JW1819.The dynamic height is computed by dividing the NAVD 88
 JW1819.geopotential number by the normal gravity value computed on the
 JW1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1819.degrees latitude (g = 980.6199 gals.).
 JW1819
 JW1819.The modeled gravity was interpolated from observed gravity values.
 JW1819
 JW1819;                    North         East    Units  Estimated Accuracy
 JW1819;SPC WV N     -   134,210.      562,840.      MT  (+/- 180 meters Scaled)
 JW1819
 JW1819                          SUPERSEDED SURVEY CONTROL
 JW1819
 JW1819.No superseded survey control is available for this station.
 JW1819
 JW1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND914958(NAD 83)
 JW1819_MARKER: DD = SURVEY DISK
 JW1819_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JW1819+WITH SETTING: PAVEMENT
 JW1819_SP_SET: RAILROAD SIGNAL BASE
 JW1819_STAMPING: MR 92 LA 1989
 JW1819_MARK LOGO: USE   
 JW1819_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1819+STABILITY: SURFACE MOTION
 JW1819
 JW1819  HISTORY     - Date     Condition        Report By
 JW1819  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1819
 JW1819                          STATION DESCRIPTION
 JW1819
 JW1819'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1819'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 92.6, IN CASS
 JW1819'TOWNSHIP, ABOUT 1.1 MI (1.8 KM) SOUTH ALONG THE MONONGAHELA RAILROAD
 JW1819'FROM THE PENNSYLVANIA-WEST VIRGINIA BORDER, AT THE SOUTHERLY END OF
 JW1819'THE FORT MARTIN POWER PLANT, ABOUT 500 FT (152.4 MT) NORTHEAST OF
 JW1819'RAILROAD MILE POST 32/37, ABOUT 20 FT (6.1 MT) NORTHWEST OF THE
 JW1819'NORTHWEST RAIL.  A STANDARD USE BRASS DISK SET IN THE TOP OF AN
 JW1819'ABANDONED CONCRETE SIGNAL BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1820 ***********************************************************************
 JW1820  DESIGNATION -  MR 93 LA
 JW1820  PID         -  JW1820
 JW1820  STATE/COUNTY-  WV/MONONGALIA
 JW1820  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1820
 JW1820                         *CURRENT SURVEY CONTROL
 JW1820  ___________________________________________________________________
 JW1820* NAD 83(1986)-  39 41 31.     (N)    079 56 24.     (W)     SCALED    
 JW1820* NAVD 88     -       251.261  (meters)     824.35   (feet)  ADJUSTED  
 JW1820  ___________________________________________________________________
 JW1820  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JW1820  DYNAMIC HT  -         251.112 (meters)     823.86  (feet)  COMP
 JW1820  MODELED GRAV-     980,028.2   (mgal)                       NAVD 88
 JW1820
 JW1820  VERT ORDER  -  SECOND    CLASS I
 JW1820
 JW1820.The horizontal coordinates were scaled from a topographic map and have
 JW1820.an estimated accuracy of +/- 6 seconds.
 JW1820
 JW1820.The orthometric height was determined by differential leveling
 JW1820.and adjusted by the National Geodetic Survey in September 1994..
 JW1820
 JW1820.The geoid height was determined by GEOID03.
 JW1820
 JW1820.The dynamic height is computed by dividing the NAVD 88
 JW1820.geopotential number by the normal gravity value computed on the
 JW1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1820.degrees latitude (g = 980.6199 gals.).
 JW1820
 JW1820.The modeled gravity was interpolated from observed gravity values.
 JW1820
 JW1820;                    North         East    Units  Estimated Accuracy
 JW1820;SPC WV N     -   132,420.      562,260.      MT  (+/- 180 meters Scaled)
 JW1820
 JW1820                          SUPERSEDED SURVEY CONTROL
 JW1820
 JW1820.No superseded survey control is available for this station.
 JW1820
 JW1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND908941(NAD 83)
 JW1820_MARKER: DD = SURVEY DISK
 JW1820_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JW1820+WITH SETTING: PAVEMENT
 JW1820_SP_SET: RAILROAD PHONE BASE
 JW1820_STAMPING: MR 93 LA 1989
 JW1820_MARK LOGO: USE   
 JW1820_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1820+STABILITY: SURFACE MOTION
 JW1820
 JW1820  HISTORY     - Date     Condition        Report By
 JW1820  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1820
 JW1820                          STATION DESCRIPTION
 JW1820
 JW1820'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1820'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 93.7, IN CASS
 JW1820'TOWNSHIP, ABOUT 2.25 MI (3.62 KM) SOUTH ALONG THE MONONGAHELA
 JW1820'RAILROAD FROM THE PENNSYLVANIA-WEST VIRGINIA BORDER, ABOUT 250 FT
 JW1820'(76.2 MT) SOUTH OF RAILROAD MILE POST 31/38, ABOUT 20 FT (6.1 MT)
 JW1820'WEST OF THE WEST RAIL.  A STANDARD USE BRASS DISK SET ON TOP OF AN
 JW1820'ABANDONED CONCRETE PHONE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1821 ***********************************************************************
 JW1821  DESIGNATION -  MR 94 LA
 JW1821  PID         -  JW1821
 JW1821  STATE/COUNTY-  WV/MONONGALIA
 JW1821  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1821
 JW1821                         *CURRENT SURVEY CONTROL
 JW1821  ___________________________________________________________________
 JW1821* NAD 83(1986)-  39 41 08.     (N)    079 57 38.     (W)     SCALED    
 JW1821* NAVD 88     -       251.295  (meters)     824.46   (feet)  ADJUSTED  
 JW1821  ___________________________________________________________________
 JW1821  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JW1821  DYNAMIC HT  -         251.146 (meters)     823.97  (feet)  COMP
 JW1821  MODELED GRAV-     980,028.9   (mgal)                       NAVD 88
 JW1821
 JW1821  VERT ORDER  -  SECOND    CLASS I
 JW1821
 JW1821.The horizontal coordinates were scaled from a topographic map and have
 JW1821.an estimated accuracy of +/- 6 seconds.
 JW1821
 JW1821.The orthometric height was determined by differential leveling
 JW1821.and adjusted by the National Geodetic Survey in September 1994..
 JW1821
 JW1821.The geoid height was determined by GEOID03.
 JW1821
 JW1821.The dynamic height is computed by dividing the NAVD 88
 JW1821.geopotential number by the normal gravity value computed on the
 JW1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1821.degrees latitude (g = 980.6199 gals.).
 JW1821
 JW1821.The modeled gravity was interpolated from observed gravity values.
 JW1821
 JW1821;                    North         East    Units  Estimated Accuracy
 JW1821;SPC WV N     -   131,720.      560,490.      MT  (+/- 180 meters Scaled)
 JW1821
 JW1821                          SUPERSEDED SURVEY CONTROL
 JW1821
 JW1821.No superseded survey control is available for this station.
 JW1821
 JW1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND891933(NAD 83)
 JW1821_MARKER: DD = SURVEY DISK
 JW1821_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JW1821+WITH SETTING: PAVEMENT
 JW1821_SP_SET: RAILROAD SIGNAL BASE
 JW1821_STAMPING: MR 94 LA 1989
 JW1821_MARK LOGO: USE   
 JW1821_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1821+STABILITY: SURFACE MOTION
 JW1821
 JW1821  HISTORY     - Date     Condition        Report By
 JW1821  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1821
 JW1821                          STATION DESCRIPTION
 JW1821
 JW1821'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1821'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 94.7, IN CASS
 JW1821'TOWNSHIP, ABOUT 2.95 MI (4.75 KM) SOUTH ALONG THE MONONGAHELA
 JW1821'RAILROAD FROM THE PENNSYLVANIA-WEST VIRGINIA BORDER, ABOUT 250 FT
 JW1821'(76.2 MT)  SOUTHWEST OF THE GRADE CROSSING AT THE VILLAGE OF WEST
 JW1821'VANVOORIS.  A STANDARD USE BRASS DISK SET IN AN ABANDONED CONCRETE
 JW1821'SIGNAL BASE, ABOUT 10 FT (3.0 MT) SOUTHEAST OF THE SOUTHEAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1822 ***********************************************************************
 JW1822  DESIGNATION -  MR 96 LA
 JW1822  PID         -  JW1822
 JW1822  STATE/COUNTY-  WV/MONONGALIA
 JW1822  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1822
 JW1822                         *CURRENT SURVEY CONTROL
 JW1822  ___________________________________________________________________
 JW1822* NAD 83(1986)-  39 40 42.     (N)    079 58 44.     (W)     SCALED    
 JW1822* NAVD 88     -       248.804  (meters)     816.28   (feet)  ADJUSTED  
 JW1822  ___________________________________________________________________
 JW1822  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JW1822  DYNAMIC HT  -         248.658 (meters)     815.81  (feet)  COMP
 JW1822  MODELED GRAV-     980,030.7   (mgal)                       NAVD 88
 JW1822
 JW1822  VERT ORDER  -  SECOND    CLASS I
 JW1822
 JW1822.The horizontal coordinates were scaled from a topographic map and have
 JW1822.an estimated accuracy of +/- 6 seconds.
 JW1822
 JW1822.The orthometric height was determined by differential leveling
 JW1822.and adjusted by the National Geodetic Survey in September 1994..
 JW1822
 JW1822.The geoid height was determined by GEOID03.
 JW1822
 JW1822.The dynamic height is computed by dividing the NAVD 88
 JW1822.geopotential number by the normal gravity value computed on the
 JW1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1822.degrees latitude (g = 980.6199 gals.).
 JW1822
 JW1822.The modeled gravity was interpolated from observed gravity values.
 JW1822
 JW1822;                    North         East    Units  Estimated Accuracy
 JW1822;SPC WV N     -   130,930.      558,920.      MT  (+/- 180 meters Scaled)
 JW1822
 JW1822                          SUPERSEDED SURVEY CONTROL
 JW1822
 JW1822.No superseded survey control is available for this station.
 JW1822
 JW1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND875925(NAD 83)
 JW1822_MARKER: DD = SURVEY DISK
 JW1822_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JW1822+WITH SETTING: PAVEMENT
 JW1822_SP_SET: FLAG POLE BASE
 JW1822_STAMPING: MR 96 LA 1989
 JW1822_MARK LOGO: USE   
 JW1822_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1822+STABILITY: SURFACE MOTION
 JW1822
 JW1822  HISTORY     - Date     Condition        Report By
 JW1822  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1822
 JW1822                          STATION DESCRIPTION
 JW1822
 JW1822'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1822'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 96.4, IN CASS
 JW1822'TOWNSHIP, ABOUT 4.7 MI (7.6 KM) SOUTH ALONG THE MONONGAHELA RAILROAD
 JW1822'FROM THE PENNSYLVANIA-WEST VIRGINIA BORDER, NEAR THE MOUTH OF
 JW1822'ROBINSON RUN, BETWEEN THE RAILROAD AND HIGHWAY ROUTE 100, AT THE
 JW1822'NORTHEAST SIDE OF THE U.S. POST OFFICE FOR MAIDSVILLE, WEST VIRGINIA.
 JW1822'A STANDARD USE BRASS DISK SET IN THE CONCRETE BASE OF A FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1823 ***********************************************************************
 JW1823  DESIGNATION -  MR 97 LA
 JW1823  PID         -  JW1823
 JW1823  STATE/COUNTY-  WV/MONONGALIA
 JW1823  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1823
 JW1823                         *CURRENT SURVEY CONTROL
 JW1823  ___________________________________________________________________
 JW1823* NAD 83(1986)-  39 39 59.     (N)    079 59 13.     (W)     SCALED    
 JW1823* NAVD 88     -       252.825  (meters)     829.48   (feet)  ADJUSTED  
 JW1823  ___________________________________________________________________
 JW1823  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JW1823  DYNAMIC HT  -         252.676 (meters)     828.99  (feet)  COMP
 JW1823  MODELED GRAV-     980,031.7   (mgal)                       NAVD 88
 JW1823
 JW1823  VERT ORDER  -  SECOND    CLASS I
 JW1823
 JW1823.The horizontal coordinates were scaled from a topographic map and have
 JW1823.an estimated accuracy of +/- 6 seconds.
 JW1823
 JW1823.The orthometric height was determined by differential leveling
 JW1823.and adjusted by the National Geodetic Survey in September 1994..
 JW1823
 JW1823.The geoid height was determined by GEOID03.
 JW1823
 JW1823.The dynamic height is computed by dividing the NAVD 88
 JW1823.geopotential number by the normal gravity value computed on the
 JW1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1823.degrees latitude (g = 980.6199 gals.).
 JW1823
 JW1823.The modeled gravity was interpolated from observed gravity values.
 JW1823
 JW1823;                    North         East    Units  Estimated Accuracy
 JW1823;SPC WV N     -   129,600.      558,220.      MT  (+/- 180 meters Scaled)
 JW1823
 JW1823                          SUPERSEDED SURVEY CONTROL
 JW1823
 JW1823.No superseded survey control is available for this station.
 JW1823
 JW1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND868912(NAD 83)
 JW1823_MARKER: DD = SURVEY DISK
 JW1823_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JW1823+WITH SETTING: PAVEMENT
 JW1823_SP_SET: RAILROAD SIGNAL BASE
 JW1823_STAMPING: MR 97 LA 1989
 JW1823_MARK LOGO: USE   
 JW1823_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1823+STABILITY: SURFACE MOTION
 JW1823
 JW1823  HISTORY     - Date     Condition        Report By
 JW1823  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1823
 JW1823                          STATION DESCRIPTION
 JW1823
 JW1823'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1823'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 97.3, IN CASS
 JW1823'TOWNSHIP, AT THE SOUTHERLY END OF THE CONSOLIDATION COAL COMPANY
 JW1823'HUMPHREY PLANT, AT THE SOUTHERLY END OF A RAILROAD YARD, BETWEEN
 JW1823'HIGHWAY ROUTE 100 AND THE MONONGAHELA RAILROAD.  A STANDARD USE BRASS
 JW1823'DISK SET IN AN ABANDONED CONCRETE SIGNAL BASE, ABOUT 10 FT (3.0 MT)
 JW1823'EAST OF THE EAST RAIL OF THE RAILROAD, OPPOSITE A TURNOUT LEADING INTO
 JW1823'THE YARD AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1824 ***********************************************************************
 JW1824  DESIGNATION -  MR 97 LB
 JW1824  PID         -  JW1824
 JW1824  STATE/COUNTY-  WV/MONONGALIA
 JW1824  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1824
 JW1824                         *CURRENT SURVEY CONTROL
 JW1824  ___________________________________________________________________
 JW1824* NAD 83(1986)-  39 39 36.     (N)    079 59 39.     (W)     SCALED    
 JW1824* NAVD 88     -       252.263  (meters)     827.63   (feet)  ADJUSTED  
 JW1824  ___________________________________________________________________
 JW1824  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JW1824  DYNAMIC HT  -         252.115 (meters)     827.15  (feet)  COMP
 JW1824  MODELED GRAV-     980,034.2   (mgal)                       NAVD 88
 JW1824
 JW1824  VERT ORDER  -  SECOND    CLASS I
 JW1824
 JW1824.The horizontal coordinates were scaled from a topographic map and have
 JW1824.an estimated accuracy of +/- 6 seconds.
 JW1824
 JW1824.The orthometric height was determined by differential leveling
 JW1824.and adjusted by the National Geodetic Survey in September 1994..
 JW1824
 JW1824.The geoid height was determined by GEOID03.
 JW1824
 JW1824.The dynamic height is computed by dividing the NAVD 88
 JW1824.geopotential number by the normal gravity value computed on the
 JW1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1824.degrees latitude (g = 980.6199 gals.).
 JW1824
 JW1824.The modeled gravity was interpolated from observed gravity values.
 JW1824
 JW1824;                    North         East    Units  Estimated Accuracy
 JW1824;SPC WV N     -   128,900.      557,600.      MT  (+/- 180 meters Scaled)
 JW1824
 JW1824                          SUPERSEDED SURVEY CONTROL
 JW1824
 JW1824.No superseded survey control is available for this station.
 JW1824
 JW1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND862905(NAD 83)
 JW1824_MARKER: Q = CHISELED SQUARE
 JW1824_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1824_SP_SET: RAILROAD BRIDGE ABUTMENT
 JW1824_MARK LOGO: NONE  
 JW1824_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1824
 JW1824  HISTORY     - Date     Condition        Report By
 JW1824  HISTORY     - UNK      MONUMENTED       USE
 JW1824  HISTORY     - 19890609 GOOD             HARTMN
 JW1824
 JW1824                          STATION DESCRIPTION
 JW1824
 JW1824'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1824'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 97.9, AT THE VILLAGE
 JW1824'OF RANDALL, AT THE MONONGAHELA RAILROAD BRIDGE OVER OSAGE ROAD AND
 JW1824'SCOTTS RUN, ABOUT 40 FT (12.2 MT) WEST OF THE CENTER OF HIGHWAY ROUTE
 JW1824'100, A CHISELED SQUARE ON TOP OF THE EAST END OF THE SOUTH ABUTMENT
 JW1824'OF THE RAILROAD BRIDGE, ABOUT 5 FT (1.5 MT) EAST OF THE EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1825 ***********************************************************************
 JW1825  DESIGNATION -  MR 98 LA
 JW1825  PID         -  JW1825
 JW1825  STATE/COUNTY-  WV/MONONGALIA
 JW1825  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1825
 JW1825                         *CURRENT SURVEY CONTROL
 JW1825  ___________________________________________________________________
 JW1825* NAD 83(1986)-  39 38 56.     (N)    079 59 28.     (W)     SCALED    
 JW1825* NAVD 88     -       247.662  (meters)     812.54   (feet)  ADJUSTED  
 JW1825  ___________________________________________________________________
 JW1825  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JW1825  DYNAMIC HT  -         247.515 (meters)     812.06  (feet)  COMP
 JW1825  MODELED GRAV-     980,029.0   (mgal)                       NAVD 88
 JW1825
 JW1825  VERT ORDER  -  SECOND    CLASS I
 JW1825
 JW1825.The horizontal coordinates were scaled from a topographic map and have
 JW1825.an estimated accuracy of +/- 6 seconds.
 JW1825
 JW1825.The orthometric height was determined by differential leveling
 JW1825.and adjusted by the National Geodetic Survey in September 1994..
 JW1825
 JW1825.The geoid height was determined by GEOID03.
 JW1825
 JW1825.The dynamic height is computed by dividing the NAVD 88
 JW1825.geopotential number by the normal gravity value computed on the
 JW1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1825.degrees latitude (g = 980.6199 gals.).
 JW1825
 JW1825.The modeled gravity was interpolated from observed gravity values.
 JW1825
 JW1825;                    North         East    Units  Estimated Accuracy
 JW1825;SPC WV N     -   127,660.      557,850.      MT  (+/- 180 meters Scaled)
 JW1825
 JW1825                          SUPERSEDED SURVEY CONTROL
 JW1825
 JW1825.No superseded survey control is available for this station.
 JW1825
 JW1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND865892(NAD 83)
 JW1825_MARKER: Q = CHISELED SQUARE
 JW1825_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JW1825+WITH SETTING: PAVEMENT
 JW1825_SP_SET: CONVEYOR FOUNDATION
 JW1825_MARK LOGO: NONE  
 JW1825_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1825+STABILITY: SURFACE MOTION
 JW1825
 JW1825  HISTORY     - Date     Condition        Report By
 JW1825  HISTORY     - UNK      MONUMENTED       USE
 JW1825  HISTORY     - 19890610 GOOD             HARTMN
 JW1825
 JW1825                          STATION DESCRIPTION
 JW1825
 JW1825'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1825'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 98.4, AT GRANVILLE.
 JW1825'ON THE TOP OF THE EASTERLY CORNER OF THE CONCRETE BASE OF THE
 JW1825'CONVEYOR SUPPORT, AT THE CONSOL ARKWRIGHT NO. 1 TREATMENT FACILITY.
 JW1825'ABOUT 30 FT (9.1 MT) SOUTHWEST OF THE CENTER OF PAVING OF ROUTE 100.
 JW1825'A CHISELED L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1826 ***********************************************************************
 JW1826  DESIGNATION -  MR 99 LA
 JW1826  PID         -  JW1826
 JW1826  STATE/COUNTY-  WV/MONONGALIA
 JW1826  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1826
 JW1826                         *CURRENT SURVEY CONTROL
 JW1826  ___________________________________________________________________
 JW1826* NAD 83(1986)-  39 38 30.     (N)    079 58 59.     (W)     SCALED    
 JW1826* NAVD 88     -       251.651  (meters)     825.62   (feet)  ADJUSTED  
 JW1826  ___________________________________________________________________
 JW1826  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JW1826  DYNAMIC HT  -         251.501 (meters)     825.13  (feet)  COMP
 JW1826  MODELED GRAV-     980,024.7   (mgal)                       NAVD 88
 JW1826
 JW1826  VERT ORDER  -  SECOND    CLASS I
 JW1826
 JW1826.The horizontal coordinates were scaled from a topographic map and have
 JW1826.an estimated accuracy of +/- 6 seconds.
 JW1826
 JW1826.The orthometric height was determined by differential leveling
 JW1826.and adjusted by the National Geodetic Survey in September 1994..
 JW1826
 JW1826.The geoid height was determined by GEOID03.
 JW1826
 JW1826.The dynamic height is computed by dividing the NAVD 88
 JW1826.geopotential number by the normal gravity value computed on the
 JW1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1826.degrees latitude (g = 980.6199 gals.).
 JW1826
 JW1826.The modeled gravity was interpolated from observed gravity values.
 JW1826
 JW1826;                    North         East    Units  Estimated Accuracy
 JW1826;SPC WV N     -   126,860.      558,540.      MT  (+/- 180 meters Scaled)
 JW1826
 JW1826                          SUPERSEDED SURVEY CONTROL
 JW1826
 JW1826.No superseded survey control is available for this station.
 JW1826
 JW1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND872884(NAD 83)
 JW1826_MARKER: Z = SEE DESCRIPTION
 JW1826_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1826_SP_SET: RAILROAD BRIDGE ABUTMENT
 JW1826_MARK LOGO: NONE  
 JW1826_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1826
 JW1826  HISTORY     - Date     Condition        Report By
 JW1826  HISTORY     - UNK      MONUMENTED       USE
 JW1826  HISTORY     - 19890611 GOOD             HARTMN
 JW1826
 JW1826                          STATION DESCRIPTION
 JW1826
 JW1826'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1826'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 99.3, AT GRANVILLE.
 JW1826'ON THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF THE MONONGAHELA
 JW1826'CONNECTING RAILROAD BRIDGE OVER DENTS RUN.  A ONE INCH BRASS PIN
 JW1826'M.R.R. BENCHMARK, DESIGNATED AS A-75 BY THE U.S. ARMY CORPS OF
 JW1826'ENGINEERS.  NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV7054 ***********************************************************************
 JV7054  SACS        -  This is a Secondary Airport Control Station.
 JV7054  DESIGNATION -  MRB AP STA A
 JV7054  PID         -  JV7054
 JV7054  STATE/COUNTY-  WV/BERKELEY
 JV7054  USGS QUAD   -  MARTINSBURG (1979)
 JV7054
 JV7054                         *CURRENT SURVEY CONTROL
 JV7054  ___________________________________________________________________
 JV7054* NAD 83(1995)-  39 24 18.24561(N)    077 58 17.22524(W)     ADJUSTED  
 JV7054* NAVD 88     -       165.83   (meters)     544.1    (feet)  GPS OBS   
 JV7054  ___________________________________________________________________
 JV7054  X           -   1,028,450.337 (meters)                     COMP
 JV7054  Y           -  -4,826,651.548 (meters)                     COMP
 JV7054  Z           -   4,027,248.943 (meters)                     COMP
 JV7054  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 JV7054  ELLIP HEIGHT-         131.82  (meters)          (10/04/01) GPS OBS
 JV7054  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JV7054
 JV7054  HORZ ORDER  -  FIRST
 JV7054  ELLP ORDER  -  FOURTH    CLASS II
 JV7054
 JV7054.This mark is at Eastern West Virginia Regional Shepherd Airport (MRB)
 JV7054
 JV7054.The horizontal coordinates were established by GPS observations
 JV7054.and adjusted by the National Geodetic Survey in November 1995..
 JV7054
 JV7054.The orthometric height was determined by GPS observations and a
 JV7054.high-resolution geoid model.
 JV7054
 JV7054.GPS derived orthometric heights for airport stations designated as
 JV7054.PACS or SACS are published to 2 decimal places.  This maintains
 JV7054.centimeter relative accuracy between the PACS and SACS.  It does
 JV7054.not indicate centimeter accuracy relative to other marks which are
 JV7054.part of the NAVD 88 network.
 JV7054
 JV7054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JV7054
 JV7054.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV7054
 JV7054.The ellipsoidal height was determined by GPS observations
 JV7054.and is referenced to NAD 83.
 JV7054
 JV7054.The geoid height was determined by GEOID03.
 JV7054
 JV7054;                    North         East     Units Scale Factor Converg.
 JV7054;SPC WV N     -   101,597.676   731,641.179   MT  0.99994813   +0 58 29.5
 JV7054;UTM  18      - 4,365,942.637   244,147.845   MT  1.00040605   -1 53 14.3
 JV7054;UTM  17      - 4,366,106.224   760,769.298   MT  1.00043733   +1 55 25.0
 JV7054
 JV7054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV7054!SPC WV N     -   0.99997932  x   0.99994813  =   0.99992745
 JV7054!UTM  18      -   0.99997932  x   1.00040605  =   1.00038536
 JV7054!UTM  17      -   0.99997932  x   1.00043733  =   1.00041664
 JV7054
 JV7054:                Primary Azimuth Mark                     Grid Az
 JV7054:SPC WV N     -  MRB ARP 2                                248 03 18.6
 JV7054:UTM  18      -  MRB ARP 2                                250 55 02.4
 JV7054:UTM  17      -  MRB ARP 2                                247 06 23.1
 JV7054
 JV7054|---------------------------------------------------------------------|
 JV7054| PID    Reference Object                     Distance      Geod. Az  |
 JV7054|                                                           dddmmss.s |
 JV7054| JV7055 MRB ARP 2                           APPROX. 1.3 KM 2490148.1 |
 JV7054|---------------------------------------------------------------------|
 JV7054
 JV7054                          SUPERSEDED SURVEY CONTROL
 JV7054
 JV7054  ELLIP H (11/30/95)  131.88   (m)                       GP(       ) 4 2
 JV7054  NAD 83(1995)-  39 24 18.24251(N)    077 58 17.22612(W) AD(       ) 2
 JV7054  NGVD 29 (03/16/93)  166.1    (m)          545.     (f) GPS OBS        
 JV7054
 JV7054.Superseded values are not recommended for survey control.
 JV7054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV7054.See file dsdata.txt to determine how the superseded data were derived.
 JV7054
 JV7054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ4414865943(NAD 83)
 JV7054_MARKER: DT = TOPOGRAPHIC STATION DISK
 JV7054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV7054_SP_SET: CONCRETE POST
 JV7054_STAMPING: AP 1965 STA A
 JV7054_MARK LOGO: CGS   
 JV7054_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV7054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV7054+STABILITY: SURFACE MOTION
 JV7054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV7054+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1996
 JV7054
 JV7054  HISTORY     - Date     Condition        Report By
 JV7054  HISTORY     - 1965     MONUMENTED       CGS
 JV7054  HISTORY     - 19920729 GOOD
 JV7054  HISTORY     - 19941029 GOOD             NGS
 JV7054  HISTORY     - 19960807 GOOD             NGS
 JV7054
 JV7054                          STATION DESCRIPTION
 JV7054
 JV7054'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JV7054'THE STATION IS LOCATED AT THE MARTINSBURG/EASTERN WEST VIRGINIA/
 JV7054'SHEPHERD FIELD AIRPORT ON THE SOUTH SOUTHEAST SIDE OF THE APPROACH
 JV7054'END OF 26.
 JV7054'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY DISK STAMPED---AP
 JV7054'1965 STA A --- SET INTO THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH
 JV7054'WITH THE GROUND. THE STATION IS 50.0 FT (15.2 M) SOUTH SOUTHEAST OF
 JV7054'THE SOUTH SOUTHEAST EDGE OF RUNWAY 26.
 JV7054
 JV7054                          STATION RECOVERY (1992)
 JV7054
 JV7054'RECOVERED 1992
 JV7054'RECOVERED IN GOOD CONDITION.
 JV7054
 JV7054                          STATION RECOVERY (1994)
 JV7054
 JV7054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 JV7054'STATION IS LOCATED AT THE EASTERN WEST VIRGINIA REGIONAL AIRPORT WHICH
 JV7054'IS ABOUT 4 MI (6.4 KM) SOUTH OF MARTINSBURG, 2 MI (3.2 KM) EAST OF
 JV7054'I-81, AND 1 MI (1.6 KM) SOUTH OF PIKESIDE, WV.  MARK IS IN THE EASTERN
 JV7054'SECTION OF THE AIRFIELD JUST SOUTHEAST OF RUNWAY END 26. THIS IS A
 JV7054'CONTROLLED AIRFIELD AND ACCESS MUST BE GAINED THROUGH AIRPORT
 JV7054'ADMINISTRATION.  CONTACY WILLIAM E.  WALKUP, MANAGER. EASTERN WEST
 JV7054'VIRGINIA REGIONAL AIRPORT ATHORITY, ROUTE 4, BOX 431-A, MARTINSBURG,
 JV7054'WV 25401.  PHONE 304-263-2106.
 JV7054' 
 JV7054'TO REACH THE STATION FROM THE OVERPASS OF I-81 AT TABLERS STATION ROAD
 JV7054'(S.R.  32, EXIT 8) SOUTH OF MARTINSBURG, PROCEED SOUTHEAST ALONG S.R.
 JV7054'32 FOR 1.3 MI (2.1 KM) TO A T-JUNCTION WITH U.S.  11.  TURN LEFT
 JV7054'HEADING NORTHEAST ALONG U.S.  11 FOR 1.8 MI (2.9 KM) TO PAYNES FORD
 JV7054'ROAD ON THE RIGHT.  TURN RIGHT HEADING SOUTHEAST ALONG PAYNES FORD
 JV7054'ROAD FOR 0.9 MI (1.4 KM) TO A CROSSROAD.  CONTINUE STRAIGHT FOR 0.65
 JV7054'MI (1.05 KM) TO A Y-JUNCTIION.  KEEP RIGHT AND GO 1.0 MI (1.6 KM) TO
 JV7054'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO 0.15 MI (0.24
 JV7054'KM) TO A GATE ON THE SOUTH SIDE OF THE TERMINAL.  FROM THE GATE, HEAD
 JV7054'NORTH ACCROSS THE APRON TO TAXIWAY B.  CONTINUE NORTH ALONG TAXIWAY B
 JV7054'FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH RUNWAY 8-26.  TURN RIGHT
 JV7054'ON RUNWAY AND GO EAST FOR 0.65 TO THE END AND THE STATION ON THE
 JV7054'RIGHT.
 JV7054' 
 JV7054'IT IS 75.3 FT (23.0 M) NORTH OF A RADAR REFLECTOR, 68.0 FT (20.7 M)
 JV7054'SOUTH OF THE SOUTHERNMOST THRESHOLD LIGHT, AND 28.9 FT (8.8 M)
 JV7054'SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD THRESHOLD LIGHT BASE
 JV7054'TAXIWAY.
 JV7054
 JV7054                          STATION RECOVERY (1996)
 JV7054
 JV7054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JV7054'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV7055 ***********************************************************************
 JV7055  PACS        -  This is a Primary Airport Control Station.
 JV7055  DESIGNATION -  MRB ARP 2
 JV7055  PID         -  JV7055
 JV7055  STATE/COUNTY-  WV/BERKELEY
 JV7055  USGS QUAD   -  MARTINSBURG (1979)
 JV7055
 JV7055                         *CURRENT SURVEY CONTROL
 JV7055  ___________________________________________________________________
 JV7055* NAD 83(1995)-  39 24 03.20447(N)    077 59 07.79929(W)     ADJUSTED  
 JV7055* NAVD 88     -       165.65   (meters)     543.5    (feet)  GPS OBS   
 JV7055  ___________________________________________________________________
 JV7055  X           -   1,027,328.121 (meters)                     COMP
 JV7055  Y           -  -4,827,191.421 (meters)                     COMP
 JV7055  Z           -   4,026,890.380 (meters)                     COMP
 JV7055  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 JV7055  ELLIP HEIGHT-         131.62  (meters)          (09/26/01) GPS OBS
 JV7055  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JV7055
 JV7055  HORZ ORDER  -  B
 JV7055  ELLP ORDER  -  FOURTH    CLASS II
 JV7055
 JV7055.This mark is at Eastern West Virginia Regional Shepherd Airport (MRB)
 JV7055
 JV7055.The horizontal coordinates were established by GPS observations
 JV7055.and adjusted by the National Geodetic Survey in March 1998..
 JV7055
 JV7055.The orthometric height was determined by GPS observations and a
 JV7055.high-resolution geoid model.
 JV7055
 JV7055.GPS derived orthometric heights for airport stations designated as
 JV7055.PACS or SACS are published to 2 decimal places.  This maintains
 JV7055.centimeter relative accuracy between the PACS and SACS.  It does
 JV7055.not indicate centimeter accuracy relative to other marks which are
 JV7055.part of the NAVD 88 network.
 JV7055
 JV7055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JV7055
 JV7055.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV7055
 JV7055.The ellipsoidal height was determined by GPS observations
 JV7055.and is referenced to NAD 83.
 JV7055
 JV7055.The geoid height was determined by GEOID03.
 JV7055
 JV7055;                    North         East     Units Scale Factor Converg.
 JV7055;SPC WV N     -   101,113.410   730,439.246   MT  0.99994842   +0 57 57.3
 JV7055;UTM  18      - 4,365,518.794   242,922.666   MT  1.00041379   -1 53 45.8
 JV7055;UTM  17      - 4,365,601.879   759,574.968   MT  1.00042968   +1 54 52.2
 JV7055
 JV7055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV7055!SPC WV N     -   0.99997935  x   0.99994842  =   0.99992777
 JV7055!UTM  18      -   0.99997935  x   1.00041379  =   1.00039313
 JV7055!UTM  17      -   0.99997935  x   1.00042968  =   1.00040902
 JV7055
 JV7055:                Primary Azimuth Mark                     Grid Az
 JV7055:SPC WV N     -  MRB AP STA A                             068 03 18.7
 JV7055:UTM  18      -  MRB AP STA A                             070 55 01.8
 JV7055:UTM  17      -  MRB AP STA A                             067 06 23.8
 JV7055
 JV7055|---------------------------------------------------------------------|
 JV7055| PID    Reference Object                     Distance      Geod. Az  |
 JV7055|                                                           dddmmss.s |
 JV7055| JV7054 MRB AP STA A                        APPROX. 1.3 KM 0690116.0 |
 JV7055|---------------------------------------------------------------------|
 JV7055
 JV7055                          SUPERSEDED SURVEY CONTROL
 JV7055
 JV7055  ELLIP H (03/24/98)  131.68   (m)                       GP(       ) 4 1
 JV7055  NAD 83(1995)-  39 24 03.20446(N)    077 59 07.79924(W) AD(       ) B
 JV7055  ELLIP H (11/22/95)  131.68   (m)                       GP(       ) 1 1
 JV7055  NAD 83(1995)-  39 24 03.20116(N)    077 59 07.80069(W) AD(       ) 2
 JV7055  ELLIP H (03/16/93)  131.64   (m)                       GP(       ) 4 2
 JV7055  NGVD 29 (03/16/93)  165.80   (m)          544.0    (f) LEVELING    3  
 JV7055
 JV7055.Superseded values are not recommended for survey control.
 JV7055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV7055.See file dsdata.txt to determine how the superseded data were derived.
 JV7055
 JV7055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ4292365519(NAD 83)
 JV7055_MARKER: DT = TOPOGRAPHIC STATION DISK
 JV7055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV7055_SP_SET: CONCRETE POST
 JV7055_STAMPING: ARP 2 1965
 JV7055_MARK LOGO: CGS   
 JV7055_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV7055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV7055+STABILITY: SURFACE MOTION
 JV7055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV7055+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1996
 JV7055
 JV7055  HISTORY     - Date     Condition        Report By
 JV7055  HISTORY     - 1965     MONUMENTED       CGS
 JV7055  HISTORY     - 19920722 GOOD             NOS
 JV7055  HISTORY     - 19920728 GOOD             NGS
 JV7055  HISTORY     - 19941029 GOOD             NGS
 JV7055  HISTORY     - 19960807 GOOD             NGS
 JV7055
 JV7055                          STATION DESCRIPTION
 JV7055
 JV7055'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 JV7055'THE STATION IS LOCATED AT MARTINSGURG MUNICIPAL AIRPORT ESE OF THE
 JV7055'INTERSECTIONS OF RUNWAY 8-26 AND TAXIWAY CHARLIE.  IT IS 69.3 FT
 JV7055'(21.1 M) OF TAXI-LIGHT, 72.5 FT (22.1 M) S OF TAXI-LIGHT, AND 107.6
 JV7055'FT (32.8 M) NE OF RUNWAY LIGHT.
 JV7055'STANDARD TOPO DISK SET IN CONCRETE FLUSH WITH THE GROUND, AND STAMPED
 JV7055'---ARP 2 1965---.
 JV7055
 JV7055                          STATION RECOVERY (1992)
 JV7055
 JV7055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RPB)
 JV7055'THE STATION IS LOCATED ESE OF THE INTERSECTION OF RNWYS 8-26 AND
 JV7055'17-35.  IT IS 69.3 FT (21.1 M) OF TAXIWAY LIGHT 72.5 FT (22.1 M) S OF
 JV7055'TAXI-LIGHT, AND 107.6 FT (32.8 M) NE OF RUNWAY LIGHT.  STANDARD TOPO
 JV7055'DISC SET IN CONCRETE FLUSH WITH THE GROUND, AND STAMPED ARP 2 1965.
 JV7055
 JV7055                          STATION RECOVERY (1994)
 JV7055
 JV7055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JTM)
 JV7055'STATION IS LOCATED AT THE EASTERN WEST VIRGINIA REGIONAL AIRPORT WHICH
 JV7055'IS ABOUT 4 MI (6.4 KM) SOUTH OF MARTINSBURG, 2 MI (3.2 KM) EAST OF
 JV7055'I-81, AND 1 MI (1.6 KM) SOUTH OF PIKESIDE, WV.  MARK IS IN THE MIDDLE
 JV7055'SECTION OF THE AIRFIELD JUST SOUTHEAST OF THE INTERSECTION OF RUNWAY
 JV7055'8-26 AND RUNWAY 17-35.  THIS IS A CONTROLLED AIRFIELD AND ACCESS MUST
 JV7055'BE GAINED THROUGH AIRPORT ADMINISTRATION.  CONTACY WILLIAM E. WALKUP,
 JV7055'MANAGER.  EASTERN WEST VIRGINIA REGIONAL AIRPORT ATHORITY, ROUTE 4,
 JV7055'BOX 431-A, MARTINSBURG, WV 25401.  PHONE 304-263-2106.
 JV7055' 
 JV7055'TO REACH THE STATION FROM THE OVERPASS OF I-81 AT TABLERS STATION ROAD
 JV7055'(S.R.  32, EXIT 8) SOUTH OF MARTINSBURG, PROCEED SOUTHEAST ALONG S.R.
 JV7055'32 FOR 1.3 MI (2.1 KM) TO A T-JUNCTION WITH U.S.  11.  TURN LEFT
 JV7055'HEADING NORTHEAST ALONG U.S.  11 FOR 1.8 MI (2.9 KM) TO PAYNES FORD
 JV7055'ROAD ON THE RIGHT.  TURN RIGHT HEADING SOUTHEAST ALONG PAYNES FORD
 JV7055'ROAD FOR 0.9 MI (1.4 KM) TO A CROSSROAD.  CONTINUE STRAIGHT FOR 0.65
 JV7055'MI (1.05 KM) TO A Y-JUNCTIION.  KEEP RIGHT AND GO 1.0 MI (1.6 KM) TO
 JV7055'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO 0.15 MI (0.24
 JV7055'KM) TO A GATE ON THE SOUTH SIDE OF THE TERMINAL.  FROM THE GATE, HEAD
 JV7055'NORTHEAST ACCROSS THE APRON TO TAXIWAY C.  CONTINUE NORTHEAST ALONG
 JV7055'TAXIWAY C FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT ON THE EAST
 JV7055'SIDE OF THE RUNWAY.
 JV7055' 
 JV7055'IT IS 107.6 FT (32.8 M) NORTHEAST OF THE FIRST RUNWAY SOUTH OF TAXIWAY
 JV7055'C ON THE EAST SIDE OF THE RUNWAY, 72.5 FT (22.1 M) SOUTH OF THE FIRST
 JV7055'TAXIWAY LIGHT EAST OF THE RUNWAY ON THE SOUTH SIDE OF THE TAXIWAY, AND
 JV7055'69.3 FT (21.1 M) WEST-SOUTHWEST OF THE SECOND TAXIWAY LIGHT.
 JV7055'NOTE-MARK IS SHOWING SIGNS OF FROST HEAVE.
 JV7055
 JV7055                          STATION RECOVERY (1996)
 JV7055
 JV7055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JV7055'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7564 ***********************************************************************
 AC7564  SACS        -  This is a Secondary Airport Control Station.
 AC7564  DESIGNATION -  MRB B
 AC7564  PID         -  AC7564
 AC7564  STATE/COUNTY-  WV/BERKELEY
 AC7564  USGS QUAD   -  MARTINSBURG (1979)
 AC7564
 AC7564                         *CURRENT SURVEY CONTROL
 AC7564  ___________________________________________________________________
 AC7564* NAD 83(1995)-  39 24 22.21836(N)    077 58 17.09683(W)     ADJUSTED  
 AC7564* NAVD 88     -       165.38   (meters)     542.6    (feet)  GPS OBS   
 AC7564  ___________________________________________________________________
 AC7564  X           -   1,028,437.061 (meters)                     COMP
 AC7564  Y           -  -4,826,574.498 (meters)                     COMP
 AC7564  Z           -   4,027,343.326 (meters)                     COMP
 AC7564  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AC7564  ELLIP HEIGHT-         131.37  (meters)          (12/04/01) GPS OBS
 AC7564  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AC7564
 AC7564  HORZ ORDER  -  FIRST
 AC7564  ELLP ORDER  -  FOURTH    CLASS II
 AC7564
 AC7564.This mark is at Eastern West Virginia Regional Shepherd Airport (MRB)
 AC7564
 AC7564.The horizontal coordinates were established by GPS observations
 AC7564.and adjusted by the National Geodetic Survey in August 1997..
 AC7564
 AC7564.The orthometric height was determined by GPS observations and a
 AC7564.high-resolution geoid model.
 AC7564
 AC7564.GPS derived orthometric heights for airport stations designated as
 AC7564.PACS or SACS are published to 2 decimal places.  This maintains
 AC7564.centimeter relative accuracy between the PACS and SACS.  It does
 AC7564.not indicate centimeter accuracy relative to other marks which are
 AC7564.part of the NAVD 88 network.
 AC7564
 AC7564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7564
 AC7564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7564
 AC7564.The ellipsoidal height was determined by GPS observations
 AC7564.and is referenced to NAD 83.
 AC7564
 AC7564.The geoid height was determined by GEOID03.
 AC7564
 AC7564;                    North         East     Units Scale Factor Converg.
 AC7564;SPC WV N     -   101,720.223   731,642.167   MT  0.99994806   +0 58 29.6
 AC7564;UTM  18      - 4,366,065.038   244,154.954   MT  1.00040600   -1 53 14.3
 AC7564;UTM  17      - 4,366,228.830   760,768.255   MT  1.00043732   +1 55 25.2
 AC7564
 AC7564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7564!SPC WV N     -   0.99997939  x   0.99994806  =   0.99992745
 AC7564!UTM  18      -   0.99997939  x   1.00040600  =   1.00038538
 AC7564!UTM  17      -   0.99997939  x   1.00043732  =   1.00041670
 AC7564
 AC7564                          SUPERSEDED SURVEY CONTROL
 AC7564
 AC7564  ELLIP H (08/15/97)  131.43   (m)                       GP(       ) 4 2
 AC7564
 AC7564.Superseded values are not recommended for survey control.
 AC7564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7564.See file dsdata.txt to determine how the superseded data were derived.
 AC7564
 AC7564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ4415566065(NAD 83)
 AC7564_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7564_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC7564_SP_SET: CONCRETE BASE
 AC7564_STAMPING: MRB B 1981
 AC7564_MARK LOGO: NOS   
 AC7564_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC7564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7564+STABILITY: SURFACE MOTION
 AC7564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7564+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1996
 AC7564
 AC7564  HISTORY     - Date     Condition        Report By
 AC7564  HISTORY     - 1981     MONUMENTED       NOS
 AC7564  HISTORY     - 19960807 GOOD             NGS
 AC7564
 AC7564                          STATION DESCRIPTION
 AC7564
 AC7564'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (DRM)
 AC7564'THE STATION IS LOCATED AT THE EASTERN END OF THE EASTERN WEST VIRGINIA
 AC7564'REGIONAL AIRPORT/SHEPHERD FIELD, NEAR RUNWAY END 26.  THE STATION IS
 AC7564'LOCATED 192.3 FT (58.6 M) EAST OF THE EASTERN EDGE OF THE TAXIWAY
 AC7564'LEADING TO THE RUNWAY END 26, 159.1 FT (48.5 M) NORTHEAST OF THE
 AC7564'NORTHERN MOST THRESHOLD LIGHT ON THE NORTH SIDE OF RUNWAY END 26, AND
 AC7564'APPROXIMATELY ON LINE WITH THE END OF THE BLAST PAD.  THE STATION IS A
 AC7564'STANDARD NOS DISK, STAMPED MRB B 1981, SET IN A DRILL HOLE IN THE TOP
 AC7564'OF A 2 1/2 X 7 FT (2.1 M) RECTANGULAR CONCRETE BASE.  NOTE, A NEW
 AC7564'RADAR REFLECTOR IS NOW ON THE WEST END OF THE CONCRETE SLAB.
 AC7564
 AC7564                          STATION RECOVERY (1996)
 AC7564
 AC7564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC7564'STATION IS LOCATED AT THE EASTERN WEST VIRGINIA REGIONAL AIRPORT WHICH
 AC7564'IS 4 MILES (6.4 KM) SOUTH OF MARTINSBURG, 2 MILES (3.2 KM) EAST OF
 AC7564'I-81, AND 1 MILE (1.6 KM) SOUTH PIKESIDE, IN THE EASTERN SECTION OF
 AC7564'THE AIRPORT, JUST NORTH OF RUNWAY END 26.  PERMISSION TO ENTER THE
 AC7564'RUNWAY AREA MUST BE OBTAINED FROM AIRPORT ADMINISTRATION.  CONTACT
 AC7564'WILLIAM WALKUP, MANAGER, EASTERN WEST VIRGINIA REGIONAL AIRPORT
 AC7564'AUTHORITY, ROUTE 4, BOX 431-A, MARTINSBURG, WV 25401.  PHONE
 AC7564'304-263-2106.  TO REACH THE STATION FROM THE OVERPASS OF I-81 AT EXIT
 AC7564'8, TABLERS STATION ROAD (SR 32) SOUTH OF MARTINSBURG, PROCEED SE ALONG
 AC7564'SR 32 FOR 1.3 MILES (2.1 KM) TO A T-JUNCTION WITH US HWY 11. TURN LEFT
 AC7564'ON US 11 AND HEAD 1.8 MILES (2.9 KM) NE TO PAYNES FORD ROAD ON THE
 AC7564'RIGHT.  TURN RIGHT, SE, AND GO 0.9 MILES (1.4 KM) TO A CROSSROAD, THEN
 AC7564'CONTINUE ALONG PAYNES FORD RD 0.65 MILES (1.05 KM) TO A Y-JUNCTION.
 AC7564'BEAR RIGHT AND GO 1.0 MILE (1.6 KM) TO THE AIRPORT ENTRANCE ON THE
 AC7564'RIGHT.  TURN RIGHT AND GO 0.15 MILE (0.24 KM) TO A GATE ON THE SOUTH
 AC7564'SIDE OF THE TERMINAL.  FROM THE GATE, HEAD NORTH ACROSS THE APRON TO
 AC7564'TAXIWAY B.  CONTINUE NORTH ALONG TAXIWAY B 0.1 MILE (0.2 KM) TO RUNWAY
 AC7564'8-26.  TURN RIGHT ON THE RUNWAY AND GO 0.65 MILE (1.05 KM) EAST TO
 AC7564'RUNWAY END AND STATION ON THE LEFT.  STATION IS APPROXIMATELY ON LINE
 AC7564'WITH THE EAST END OF THE BLAST PAD, 192.3 FT (58.6 M) EAST OF THE EAST
 AC7564'EDGE OF A TAXIWAY LEADING NORTH FROM THE RUNWAY, 159 FT (48.5 M) NE OF
 AC7564'THE NORTHERN-MOST THRESHOLD LIGHT, IN THE TOP OF A 2.5 FT (0.8 M) BY 7
 AC7564'FT (2.1 M) CONCRETE PAD SUPPORTING A RADAR REFLECTOR ON ITS WEST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9292 ***********************************************************************
 AA9292  SACS        -  This is a Secondary Airport Control Station.
 AA9292  DESIGNATION -  MRB C
 AA9292  PID         -  AA9292
 AA9292  STATE/COUNTY-  WV/BERKELEY
 AA9292  USGS QUAD   -  MARTINSBURG (1979)
 AA9292
 AA9292                         *CURRENT SURVEY CONTROL
 AA9292  ___________________________________________________________________
 AA9292* NAD 83(1995)-  39 23 44.21663(N)    077 58 58.57112(W)     ADJUSTED  
 AA9292* NAVD 88     -       164.38   (meters)     539.3    (feet)  GPS OBS   
 AA9292  ___________________________________________________________________
 AA9292  X           -   1,027,621.273 (meters)                     COMP
 AA9292  Y           -  -4,827,508.059 (meters)                     COMP
 AA9292  Z           -   4,026,437.081 (meters)                     COMP
 AA9292  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AA9292  ELLIP HEIGHT-         130.39  (meters)          (10/04/01) GPS OBS
 AA9292  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 AA9292
 AA9292  HORZ ORDER  -  FIRST
 AA9292  ELLP ORDER  -  FOURTH    CLASS II
 AA9292
 AA9292.This mark is at Eastern West Virginia Regional Shepherd Airport (MRB)
 AA9292
 AA9292.The horizontal coordinates were established by GPS observations
 AA9292.and adjusted by the National Geodetic Survey in November 1995..
 AA9292
 AA9292.The orthometric height was determined by GPS observations and a
 AA9292.high-resolution geoid model.
 AA9292
 AA9292.GPS derived orthometric heights for airport stations designated as
 AA9292.PACS or SACS are published to 2 decimal places.  This maintains
 AA9292.centimeter relative accuracy between the PACS and SACS.  It does
 AA9292.not indicate centimeter accuracy relative to other marks which are
 AA9292.part of the NAVD 88 network.
 AA9292
 AA9292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9292
 AA9292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9292
 AA9292.The ellipsoidal height was determined by GPS observations
 AA9292.and is referenced to NAD 83.
 AA9292
 AA9292.The geoid height was determined by GEOID03.
 AA9292
 AA9292;                    North         East     Units Scale Factor Converg.
 AA9292;SPC WV N     -   100,531.668   730,669.889   MT  0.99994878   +0 58 03.2
 AA9292;UTM  18      - 4,364,925.987   243,124.069   MT  1.00041251   -1 53 39.2
 AA9292;UTM  17      - 4,365,023.757   759,815.325   MT  1.00043122   +1 54 57.3
 AA9292
 AA9292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9292!SPC WV N     -   0.99997954  x   0.99994878  =   0.99992832
 AA9292!UTM  18      -   0.99997954  x   1.00041251  =   1.00039205
 AA9292!UTM  17      -   0.99997954  x   1.00043122  =   1.00041075
 AA9292
 AA9292                          SUPERSEDED SURVEY CONTROL
 AA9292
 AA9292  ELLIP H (11/30/95)  130.45   (m)                       GP(       ) 4 2
 AA9292
 AA9292.Superseded values are not recommended for survey control.
 AA9292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9292.See file dsdata.txt to determine how the superseded data were derived.
 AA9292
 AA9292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ4312464926(NAD 83)
 AA9292_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9292_STAMPING: MRB C 1994
 AA9292_MARK LOGO: NOS   
 AA9292_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9292+STABILITY: SURFACE MOTION
 AA9292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9292+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1996
 AA9292
 AA9292  HISTORY     - Date     Condition        Report By
 AA9292  HISTORY     - 1994     MONUMENTED       NGS
 AA9292  HISTORY     - 19960807 GOOD             NGS
 AA9292
 AA9292                          STATION DESCRIPTION
 AA9292
 AA9292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 AA9292'STATION IS LOCATED AT THE EASTERN WEST VIRGINIA REGIONAL AIRPORT WHICH
 AA9292'IS ABOUT 4 MI (6.4 KM) SOUTH OF MARTINSBURG, 2 MI (3.2 KM) EAST OF
 AA9292'I-81, AND 1 MI (1.6 KM) SOUTH OF PIKESIDE, WV.  MARK IS IN THE
 AA9292'SOUTHERN SECTION OF THE AIRFIELD NEAR RUNWAY END 35.  THIS IS A
 AA9292'CONTROLLED AIRFIELD AND ACCESS MUST BE GAINED THROUGH AIRPORT
 AA9292'ADMINISTRATION.  CONTACY WILLIAM E.  WALKUP, MANAGER.  EASTERN WEST
 AA9292'VIRGINIA REGIONAL AIRPORT ATHORITY, ROUTE 4, BOX 431-A, MARTINSBURG,
 AA9292'WV 25401.  PHONE 304-263-2106.
 AA9292' 
 AA9292'TO REACH THE STATION FROM THE OVERPASS OF I-81 AT TABLERS STATION ROAD
 AA9292'(S.R.  32, EXIT 8) SOUTH OF MARTINSBURG, PROCEED SOUTHEAST ALONG S.R.
 AA9292'32 FOR 1.3 MI (2.1 KM) TO A T-JUNCTION WITH U.S.  11.  TURN LEFT
 AA9292'HEADING NORTHEAST ALONG U.S.  11 FOR 1.8 MI (2.9 KM) TO PAYNES FORD
 AA9292'ROAD ON THE RIGHT.  TURN RIGHT HEADING SOUTHEAST ALONG PAYNES FORD
 AA9292'ROAD FOR 0.9 MI (1.4 KM) TO A CROSSROAD.  CONTINUE STRAIGHT FOR 0.65
 AA9292'MI (1.05 KM) TO A Y-JUNCTIION.  KEEP RIGHT AND GO 1.0 MI (1.6 KM) TO
 AA9292'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO 0.15 MI (0.24
 AA9292'KM) TO A GATE ON THE SOUTH SIDE OF THE TERMINAL.  FROM THE GATE, HEAD
 AA9292'SOUTHEAST ACCROSS THE APRON TO TAXIWAY D.  TURN LEFT HEADING SOUTH
 AA9292'ALONG TAXIWAY D FOR 0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT NEAR
 AA9292'THE END OF THE TAXIWAY.
 AA9292' 
 AA9292'IT IS 264.1 FT (80.5 M) EAST-NORTHEAST OF THE CENTERLINE END RUNWAY
 AA9292'35, 161.2 FT (49.1 M) SOUTHEAST OF THE SECOND RUNWAY LIGHT ON THE EAST
 AA9292'SIDE OF THE RUNWAY (LIGHT NO.  2-12) , 92.9 FT (28.3 M) WEST-NORTHWEST
 AA9292'OF THE CENTERLINE TAXIWAY D AT THE HOLD BAR, AND 12.7 FT (3.9 M) WEST
 AA9292'OF A WOOD SIGN (VOR CHECK COURSE) .
 AA9292
 AA9292                          STATION RECOVERY (1996)
 AA9292
 AA9292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9292'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2041 ***********************************************************************
 JX2041  DESIGNATION -  MROZ
 JX2041  PID         -  JX2041
 JX2041  STATE/COUNTY-  WV/MARSHALL
 JX2041  USGS QUAD   -  BUSINESSBURG (1976)
 JX2041
 JX2041                         *CURRENT SURVEY CONTROL
 JX2041  ___________________________________________________________________
 JX2041* NAD 83(1995)-  39 53 39.38558(N)    080 46 18.59004(W)     ADJUSTED  
 JX2041* NAVD 88     -       400.     (meters)    1312.     (feet)  SCALED    
 JX2041  ___________________________________________________________________
 JX2041  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 JX2041  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX2041
 JX2041  HORZ ORDER  -  THIRD
 JX2041
 JX2041.The horizontal coordinates were established by classical geodetic methods
 JX2041.and adjusted by the National Geodetic Survey in April 1998..
 JX2041
 JX2041.The orthometric height was scaled from a topographic map.
 JX2041
 JX2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2041
 JX2041.The geoid height was determined by GEOID03.
 JX2041
 JX2041;                    North         East     Units Scale Factor Converg.
 JX2041;SPC WV N     -   155,560.063   491,235.058   MT  0.99995168   -0 48 40.1
 JX2041;SPC OH S     -   211,708.215   747,789.750   MT  0.99997545   +1 05 47.6
 JX2041;UTM  17      - 4,416,047.660   519,506.488   MT  0.99960468   +0 08 46.8
 JX2041
 JX2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2041!SPC WV N     -   0.99994257  x   0.99995168  =   0.99989425
 JX2041!SPC OH S     -   0.99994257  x   0.99997545  =   0.99991802
 JX2041!UTM  17      -   0.99994257  x   0.99960468  =   0.99954727
 JX2041
 JX2041:                Primary Azimuth Mark                     Grid Az
 JX2041:SPC WV N     -  MOUNDSVILLE CO CTHSE W SPIRE             040 06 45.0
 JX2041:SPC OH S     -  MOUNDSVILLE CO CTHSE W SPIRE             038 12 17.3
 JX2041:UTM  17      -  MOUNDSVILLE CO CTHSE W SPIRE             039 09 18.1
 JX2041
 JX2041|---------------------------------------------------------------------|
 JX2041| PID    Reference Object                     Distance      Geod. Az  |
 JX2041|                                                           dddmmss.s |
 JX2041| JX1987 MOUNDSVILLE CO CTHSE W SPIRE        APPROX. 3.5 KM 0391804.9 |
 JX2041| JX1984 MOUNDSVILLE US STAMPING CO TK       APPROX. 4.7 KM 0395247.1 |
 JX2041| CX4259 MROZ RM 1                            54.861 METERS 08217     |
 JX2041| JX2051 CRESAP KAMMER POWER CO W STACK      APPROX. 6.8 KM 2171506.3 |
 JX2041| JX2040 MOUNDSVILLE RAD STA WMOD MAST       APPROX. 1.3 KM 3352844.1 |
 JX2041| CX4258 MROZ AZ MK                                         3441606.0 |
 JX2041| CX4260 MROZ RM 2                            55.352 METERS 35825     |
 JX2041|---------------------------------------------------------------------|
 JX2041
 JX2041                          SUPERSEDED SURVEY CONTROL
 JX2041
 JX2041  NAD 83(1986)-  39 53 39.39343(N)    080 46 18.59734(W) AD(       ) 3
 JX2041  NAD 27      -  39 53 39.12040(N)    080 46 19.28780(W) AD(       ) 3
 JX2041
 JX2041.Superseded values are not recommended for survey control.
 JX2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2041.See file dsdata.txt to determine how the superseded data were derived.
 JX2041
 JX2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE1950616048(NAD 83)
 JX2041_MARKER: DS = TRIANGULATION STATION DISK
 JX2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2041_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2041
 JX2041  HISTORY     - Date     Condition        Report By
 JX2041  HISTORY     - 1963     MONUMENTED       CGS
 JX2041
 JX2041                          STATION DESCRIPTION
 JX2041
 JX2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2041'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF THE CENTER OF
 JX2041'MOUNDSVILLE AND ABOUT 1-1/2
 JX2041'MILES EAST OF THE OHIO RIVER AND ON A ROUND BARE TOPPED HILL.  IT IS
 JX2041'316 FEET SOUTHEAST OF A POWER POLE
 JX2041'(NO 25.1367) WITH TRANSFORMER, 215 FEET NORTHWEST
 JX2041'OF A 10 INCH TREE, 181 FEET WEST OF A WITNESS POST
 JX2041'AND 318 FEET SOUTHEAST OF THE NORTH
 JX2041'EAST CORNER OF THE PASTURE.  IT IS ON SUMMIT OF RIDGE IN PASTURE
 JX2041'FIELD.  THE PROPERTY IS
 JX2041'OWNED BY MR. JOHN MROZ.  THE MONUMENT IS FLUSH AND THE DISK IS
 JX2041'STAMPED MROZ 1963.
 JX2041'
 JX2041'TO REACH FROM THE U.S. POST OFFICE IN MOUNDSVILLE, GO SOUTHWEST ON
 JX2041'STATE HIGHWAY 2 FOR 1.25 MILE
 JX2041'TO A SIDE ROAD LEFT (ROBERTS RIDGE ROAD).  TURN LEFT AND GO 0.05
 JX2041'MILE TO A FORK.  TAKE RIGHT FORK
 JX2041'AND GO SOUTHEAST UPHILL FOR 0.15 MILE TO A SMALL
 JX2041'BRIDGE.  CROSS BRIDGE AND CONTINUE UPHILL 1.2 MILE
 JX2041'TO A REVERSE Y-FORK, TURN SHARP
 JX2041'LEFT AND GO 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 JX2041'CONTINUE SOUTH ON SURFACED ROAD FOR
 JX2041'0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT ON DIRT ROAD AND GO
 JX2041'EASTERLY FOR 0.1 MILE TO END OF
 JX2041'ROAD.  CONTINUE AROUND SLOPE OF PASTURE FOR 0.05 MILE
 JX2041'TO EAST SLOPE OF RIDGE.  TURN RIGHT AND CONTINUE
 JX2041'NORTHERLY FOR 0.15 MILE TO TOP OF
 JX2041'SUMMIT AND THE STATION.
 JX2041'
 JX2041'REFERENCE MARK 1 IS SET IN A FENCE LINE, 2 FEET NORTHWEST OF A
 JX2041'WITNESS POST, 44 FEET
 JX2041'NORTHWEST OF A 10 INCH TREE AND SET 180 FEET DOWN SLOPE FROM THE
 JX2041'STATION.  THE MONUMENT PROJECTS
 JX2041'6 INCHES AND THE DISK IS STAMPED NROZ NO 1 1963.
 JX2041'
 JX2041'REFERENCE MARK 2 IS 47 FEET SOUTHWEST OF A POWERLINE POLE NO. 25-369
 JX2041'WITH GUY WIRE, 47 FEET
 JX2041'SOUTHWEST OF THE SOUTHWEST EDGE OF THE DIRT ROAD, 2 FEET NORTHWEST OF
 JX2041'THE END OF A FENCE LINE AND 63
 JX2041'FEET SOUTHWEST OF THE CENTERLINE OF A GRAVEL ROAD.  THE
 JX2041'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 JX2041'MROZ NO 2 1963.
 JX2041'
 JX2041'THE AZIMUTH MARK IS 2 FEET NORTH OF A WITNESS POST, 2 FEET SOUTH OF A
 JX2041'POWERLINE POLE AND 19 FEET
 JX2041'EAST OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT PROJECTS 1
 JX2041'INCH AND THE DISK IS STAMPED MROZ
 JX2041'1963.
 JX2041'
 JX2041'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3152 ***********************************************************************
 HX3152  DESIGNATION -  MT ALTO KAISER ALUMINUM STACK
 HX3152  PID         -  HX3152
 HX3152  STATE/COUNTY-  WV/JACKSON
 HX3152  USGS QUAD   -  RAVENSWOOD (1994)
 HX3152
 HX3152                         *CURRENT SURVEY CONTROL
 HX3152  ___________________________________________________________________
 HX3152* NAD 83(1995)-  38 56 10.79184(N)    081 49 36.16605(W)     ADJUSTED  
 HX3152* NAVD 88     -                                                        
 HX3152  ___________________________________________________________________
 HX3152  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 HX3152  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 HX3152
 HX3152  HORZ ORDER  -  THIRD
 HX3152
 HX3152.The horizontal coordinates were established by classical geodetic methods
 HX3152.and adjusted by the National Geodetic Survey in April 1998..
 HX3152
 HX3152
 HX3152.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3152
 HX3152.The geoid height was determined by GEOID03.
 HX3152
 HX3152;                    North         East     Units Scale Factor Converg.
 HX3152;SPC WV S     -   215,240.202   528,320.816   MT  1.00001172   -0 30 39.9
 HX3152;SPC OH S     -   104,163.048   658,374.176   MT  0.99996629   +0 25 38.0
 HX3152;UTM  17      - 4,310,036.087   428,348.849   MT  0.99966322   -0 31 10.5
 HX3152
 HX3152                          SUPERSEDED SURVEY CONTROL
 HX3152
 HX3152  NAD 83(1995)-  38 56 10.79531(N)    081 49 36.17155(W) AD(       ) 4
 HX3152  NAD 83(1986)-  38 56 10.79614(N)    081 49 36.17055(W) AD(       ) 4
 HX3152  NAD 27      -  38 56 10.50818(N)    081 49 36.69113(W) AD(       ) 3
 HX3152
 HX3152.Superseded values are not recommended for survey control.
 HX3152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3152.See file dsdata.txt to determine how the superseded data were derived.
 HX3152
 HX3152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2834910036(NAD 83)
 HX3152_MARKER: 63 = STACK
 HX3152
 HX3152  HISTORY     - Date     Condition        Report By
 HX3152  HISTORY     - 1976     FIRST OBSERVED   NGS
 HX3152  HISTORY     - 1980     GOOD             NGS
 HX3152
 HX3152                          STATION DESCRIPTION
 HX3152
 HX3152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3152'THE STATION, MT ALTO KAISER ALUMINUM STACK, IS THE CENTER OF
 HX3152'THE TOP OF A 613 FOOT TALL CONCRETE STACK, THAT HAS THE
 HX3152'LETTERING (KAISER ALUMINUM) ON ITS EAST SIDE AND IS OWNED BY
 HX3152'THE KAISER ALUMINUM AND CHEMICAL CORPORATION.
 HX3152'
 HX3152'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 HX3152'HIGHWAY 2 IN MT ALTO, GO NORTH ON HIGHWAY 2 FOR 5.5 MILES TO
 HX3152'A FORK, TAKE THE LEFT FORK AND CONTINUE NORTH FOR 0.8 MILE
 HX3152'TO THE STACK ON THE LEFT.
 HX3152
 HX3152                          STATION RECOVERY (1980)
 HX3152
 HX3152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 HX3152'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1910 ***********************************************************************
 JX1910  DESIGNATION -  MT CLARE
 JX1910  PID         -  JX1910
 JX1910  STATE/COUNTY-  WV/HARRISON
 JX1910  USGS QUAD   -  MOUNT CLARE (1976)
 JX1910
 JX1910                         *CURRENT SURVEY CONTROL
 JX1910  ___________________________________________________________________
 JX1910* NAD 83(1995)-  39 12 40.47925(N)    080 19 58.77865(W)     ADJUSTED  
 JX1910* NAVD 88     -       490.6    (meters)    1610.     (feet)  VERTCON   
 JX1910  ___________________________________________________________________
 JX1910  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 JX1910  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JX1910
 JX1910  HORZ ORDER  -  FIRST
 JX1910
 JX1910.The horizontal coordinates were established by classical geodetic methods
 JX1910.and adjusted by the National Geodetic Survey in April 1998..
 JX1910
 JX1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1910
 JX1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1910
 JX1910.The geoid height was determined by GEOID03.
 JX1910
 JX1910;                    North         East     Units Scale Factor Converg.
 JX1910;SPC WV N     -    79,293.596   528,059.197   MT  0.99996678   -0 31 52.5
 JX1910;SPC WV S     -   245,649.270   657,612.600   MT  1.00008637   +0 24 44.4
 JX1910;UTM  17      - 4,340,430.914   557,585.343   MT  0.99964083   +0 25 18.0
 JX1910
 JX1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1910!SPC WV N     -   0.99992812  x   0.99996678  =   0.99989490
 JX1910!SPC WV S     -   0.99992812  x   1.00008637  =   1.00001449
 JX1910!UTM  17      -   0.99992812  x   0.99964083  =   0.99956898
 JX1910
 JX1910|---------------------------------------------------------------------|
 JX1910| PID    Reference Object                     Distance      Geod. Az  |
 JX1910|                                                           dddmmss.s |
 JX1910| CX4262 MT CLARE RM 1                         3.100 METERS 04307     |
 JX1910| CX4263 MT CLARE RM 2                         3.447 METERS 14412     |
 JX1910| CX4261 MT CLARE AZ MK                                     2645345.3 |
 JX1910|---------------------------------------------------------------------|
 JX1910
 JX1910                          SUPERSEDED SURVEY CONTROL
 JX1910
 JX1910  NAD 83(1986)-  39 12 40.48303(N)    080 19 58.78876(W) AD(       ) 1
 JX1910  NAD 27      -  39 12 40.15240(N)    080 19 59.47020(W) AD(       ) 1
 JX1910  NGVD 29 (07/19/86)  490.8    (m)         1610.     (f) VERT ANG       
 JX1910
 JX1910.Superseded values are not recommended for survey control.
 JX1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1910.See file dsdata.txt to determine how the superseded data were derived.
 JX1910
 JX1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5758540431(NAD 83)
 JX1910_MARKER: DS = TRIANGULATION STATION DISK
 JX1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1910
 JX1910  HISTORY     - Date     Condition        Report By
 JX1910  HISTORY     - 1941     MONUMENTED       CGS
 JX1910  HISTORY     - 1956     GOOD             CGS
 JX1910  HISTORY     - 1973     GOOD             NGS
 JX1910
 JX1910                          STATION DESCRIPTION
 JX1910
 JX1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1910'STATION IS LOCATED ABOUT 1 MILE BY ROAD SE OF THE POST OFFICE IN MT.
 JX1910'CLARE AT THE HIGHEST POINT
 JX1910'OF A BRUSH-COVERED HILL OWNED BY THE HAZELTON
 JX1910'ESTATE AND ABOUT 1/2 MILE E OF THE
 JX1910'HAZELTON FARM HOME.  IT IS
 JX1910'STAMPED MT. CLARE 1941 AND PROJECTS 6 INCHES.
 JX1910'
 JX1910'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JX1910'DISKS SET IN CONCRETE.
 JX1910'
 JX1910'REFERENCE MARK NO. 1 IS STAMPED MT. CLARE NO. 1 1941 AND PROJECTS
 JX1910'6 INCHES.
 JX1910'
 JX1910'REFERENCE MARK NO. 2 IS STAMPED MT. CLARE NO. 2 1941 AND PROJECTS
 JX1910'6 INCHES.
 JX1910'
 JX1910'THE AZIMUTH MARK IS A STANDARD COAST AND GEODETIC SURVEY DISK
 JX1910'SET FLUSH IN THE
 JX1910'FLAT TOP AND NEAR THE E END OF A CONCRETE GUARD
 JX1910'RAIL ON THE N SIDE OF THE ROAD OVER
 JX1910'A PIPE CULVERT.  THE GUARD RAIL
 JX1910'IS 1 BY 10 FEET AND PROJECTS 3 FEET.  THE DISK IS
 JX1910'STAMPED MT.
 JX1910'CLARE 1941.  TO REACH FROM THE HAZELTON FARMHOUSE, GO NORTHERLY
 JX1910'ON PAVED ROAD
 JX1910'TOWARDS MT. CLARE FOR 0.4 MILE, THEN TURN SHARP LEFT
 JX1910'ACROSS THE RAILROAD TRACKS AND
 JX1910'FOLLOW MAIN ROAD FOR 0.35 MILE TO
 JX1910'A ROAD FORKS AT A SMALL WOODEN BRIDGE, TAKE THE
 JX1910'RIGHT FORK AND GO
 JX1910'0.3 MILE TO THE MARK ON THE RIGHT NEAR AN OLD COAL LOADER.
 JX1910'
 JX1910'TO REACH THE STATION FROM THE MAIN CROSS ROAD (QUIET DELL
 JX1910'ROAD) IN MT.
 JX1910'CLARE, GO SOUTHERLY ON A PAVED ROAD FOR 0.6 MILE TO
 JX1910'THE HAZELTON HOUSE ON THE LEFT
 JX1910'(E) SIDE OF THE ROAD, TURN LEFT AND
 JX1910'GO UPHILL FOR 0.15 MILE TO THE HAZELTON HOUSE AND
 JX1910'THE END OF TRUCK
 JX1910'TRAVEL.  FROM HERE PROCEED ON FOOT, FOLLOWING A SLED TRAIL TO THE
 JX1910'HIGHEST POINT OF
 JX1910'THE HILL AND THE STATION.
 JX1910
 JX1910                          STATION RECOVERY (1956)
 JX1910
 JX1910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDR)
 JX1910'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 JX1910'CONDITION.  A CHECK WAS MADE OF
 JX1910'THE DISTANCE AND DIRECTION TO THE MARKS AND A DIFFERENCE FOUND IN THE
 JX1910'DIRECTION TO REFERENCE MARKS NO. 1 AND
 JX1910'2.  THE REFERENCE MARKS WERE SO CLOSE TO THE STATION
 JX1910'THAT A CLEAR FOCUS COULD NOT BE OBTAINED.
 JX1910'
 JX1910'THE ORIGINIAL DESCRIPTION IS ADEQUATE, BUT DUE TO ROAD CHANGES A NEW
 JX1910'TO REACH DESCRIPTION FOLLOWS.
 JX1910'
 JX1910'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF MOUNT CLARE, GO SOUTH
 JX1910'ON MACADAM ROAD FOR 0.1 MILE
 JX1910'TO SIDE ROAD RIGHT.  (TURN RIGHT, CROSS RAILROAD TRACKS, BEAR LEFT
 JX1910'AND GO WESTERLY FOR 0.35 MILE TO FORKS.
 JX1910'TAKE LEFT FORK STRAIGHT AHEAD AND GO 0.25 MILE TO CONCRETE
 JX1910'BLOCK BUILDING ON RIGHT.  TURN SHARP RIGHT AND GO
 JX1910'NORTHEAST FOR ABOUT 118 FEET TO
 JX1910'OLD CULVERT HEADWALL AND AZIMUTH MARK).  CONTINUE SOUTHERLY ON
 JX1910'MACADAM ROAD FOR 0.4 MILE TO DRIVEWAY
 JX1910'LEFT.  TURN LEFT AND GO EASTERLY ON DRIVEWAY FOR 0.1 MILE TO BOARD
 JX1910'GATE AT FARM HOUSE.  PASS THROUGH
 JX1910'GATE TURN RIGHT THROUGH BARN YARD AND FOLLOW FIELD ROAD 0.3 MILE
 JX1910'TO POLE GATE.  PASS THROUGH GATE AND FOLLOW
 JX1910'FIELD ROAD 0.4 MILE TO SUMMIT OF HILL AND STATION.
 JX1910
 JX1910                          STATION RECOVERY (1973)
 JX1910
 JX1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (VDN)
 JX1910'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 JX1910'AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED IN 1956.
 JX1910'
 JX1910'THE STATION IS ON PROPERTY OWNED BY MR. RONALD H. ROGERS.  MOUNT
 JX1910'CLARE, WEST VIRGINIA.  PHONE NO. 662-1519.  MRS. ROGERS GAVE
 JX1910'PERMISSION BY TELEPHONE CONVERSATION.
 JX1910'
 JX1910'TO REACH THE STATION FROM THE POST OFFICE IN MT. CLARE, GO SOUTHERLY
 JX1910'FOLLOWING STATE ROAD 25 FOR 0.6 MILE TO A SIDE ROAD RIGHT.  (TURN
 JX1910'RIGHT, FOLLOW ASPHALT ROAD FOR 0.05 MILE TO RAILROAD TRACKS).
 JX1910'CROSS RAILROAD TRACK AND BEAR LEFT FOLLOWING ASPHALT ROAD FOR 0.3
 JX1910'MILE TO A FORK.  HERE BEAR RIGHT, FOLLOW ASPHALT ROAD FOR 0.35 MILE
 JX1910'TO A HEADWALL ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT
 JX1910'IN THE TOP OF THE HEADWALL.  CONTINUE STRAIGHT AHEAD FOLLOWING STATE
 JX1910'ROAD 25 FOR 0.4 MILE TO A SIDE ROAD LEFT (DRIVEWAY).  TURN LEFT,
 JX1910'FOLLOW DRIVEWAY UPHILL FOR 0.15 MILE TO A WOODEN GATE AND MR.
 JX1910'ROGERS RESIDENCE.  PASS THROUGH GATE KEEPING RIGHT AND PASSING
 JX1910'THROUGH BARN YARD AND PASSING TO THE EAST OF THE BARN FOLLOWING
 JX1910'TRACK ROAD FOR 0.5 MILE TO THE TOP OF HILL AND THE STATION ON THE
 JX1910'HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3011 ***********************************************************************
 HX3011  DESIGNATION -  MT PISGAH
 HX3011  PID         -  HX3011
 HX3011  STATE/COUNTY-  WV/CLAY
 HX3011  USGS QUAD   -  CLAY (1976)
 HX3011
 HX3011                         *CURRENT SURVEY CONTROL
 HX3011  ___________________________________________________________________
 HX3011* NAD 83(1995)-  38 26 46.47278(N)    081 03 59.43757(W)     ADJUSTED  
 HX3011* NAVD 88     -       500.0    (meters)    1640.     (feet)  VERTCON   
 HX3011  ___________________________________________________________________
 HX3011  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 HX3011  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HX3011
 HX3011  HORZ ORDER  -  SECOND
 HX3011
 HX3011.The horizontal coordinates were established by classical geodetic methods
 HX3011.and adjusted by the National Geodetic Survey in April 1998..
 HX3011
 HX3011.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3011
 HX3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3011
 HX3011.The geoid height was determined by GEOID03.
 HX3011
 HX3011;                    North         East     Units Scale Factor Converg.
 HX3011;SPC WV S     -   160,519.810   594,194.173   MT  0.99993608   -0 02 28.0
 HX3011;UTM  17      - 4,255,330.526   494,196.123   MT  0.99960041   -0 02 28.9
 HX3011
 HX3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3011!SPC WV S     -   0.99992662  x   0.99993608  =   0.99986271
 HX3011!UTM  17      -   0.99992662  x   0.99960041  =   0.99952706
 HX3011
 HX3011|---------------------------------------------------------------------|
 HX3011| PID    Reference Object                     Distance      Geod. Az  |
 HX3011|                                                           dddmmss.s |
 HX3011| DC4725 MT PISGAH RM 2                       18.562 METERS 12428     |
 HX3011| DC4723 MT PISGAH AZ MK                                    2221905.8 |
 HX3011| DC4724 MT PISGAH RM 1                       20.731 METERS 24240     |
 HX3011| HX3022 GLEN ATT RELAY TOWER                APPROX.18.1 KM 2475638.8 |
 HX3011|---------------------------------------------------------------------|
 HX3011
 HX3011                          SUPERSEDED SURVEY CONTROL
 HX3011
 HX3011  NAD 83(1986)-  38 26 46.48059(N)    081 03 59.44650(W) AD(       ) 2
 HX3011  NAD 27      -  38 26 46.11470(N)    081 04 00.06100(W) AD(       ) 2
 HX3011  NGVD 29 (07/19/86)  500.2    (m)         1641.     (f) VERT ANG       
 HX3011
 HX3011.Superseded values are not recommended for survey control.
 HX3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3011.See file dsdata.txt to determine how the superseded data were derived.
 HX3011
 HX3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC9419655331(NAD 83)
 HX3011_MARKER: DS = TRIANGULATION STATION DISK
 HX3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3011
 HX3011  HISTORY     - Date     Condition        Report By
 HX3011  HISTORY     - 1961     MONUMENTED       CGS
 HX3011  HISTORY     - 1973     GOOD             NGS
 HX3011
 HX3011                          STATION DESCRIPTION
 HX3011
 HX3011'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX3011'STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT HILL LOCALLY
 HX3011'KNOWN AS MT.
 HX3011'PISGAH ABOUT 1-1/2 MILES SOUTHEAST OF CLAY.  STATION IS A STANDARD
 HX3011'DISK SET IN A 12 BY 12 INCH
 HX3011'CONCRETE MONUMENT AND STAMPED MT PISGAH 1956
 HX3011'AND IS 23-1/2 FEET WEST OF A 15 INCH LOCUST
 HX3011'TREE, 31 FEET NORTH OF A LOCUST
 HX3011'TREE AND 1.7 FEET SOUTHWEST OF A WITNESS POST.  THE MARK
 HX3011'PROJECTS 4 INCHES.
 HX3011'
 HX3011'TO REACH FROM THE POST OFFICE IN CLAY, GO WEST ON STATE HIGHWAY NO.
 HX3011'16 FOR 0.3 MILE TO
 HX3011'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY FOR 0.05 MILE
 HX3011'CROSSING BRIDGE OVER ELK RIVER TO
 HX3011'FORKS AT RAIL ROAD TRACKS.  TAKE LEFT
 HX3011'FORK AND GO 0.35 MILE TO FORKS.  TAKE LEFT FORK AND
 HX3011'CONTINUE UP HILL FOR
 HX3011'2.3 MILES TO FORKS.  TAKE LEFT FORK PASSING THROUGH WIRE GATE AND GO
 HX3011'0.2 MILE TO DIM TRACK
 HX3011'ROAD RIGHT AS SWITCH-BACK.  TURN RIGHT AND GO NORTHERLY
 HX3011'ON DIM TRACK ROAD FOR 0.1 MILE TO
 HX3011'SUMMIT OF MOUNTAIN AND STATION AS DESCRIBED.
 HX3011'
 HX3011'TO REACH AZIMUTH MARK FROM STATION, GO NORTHWESTERLY DOWN HILL FOR
 HX3011'0.3 MILE TO
 HX3011'REVERSED FORK AT MAIN TRAVELED ROAD.  TURN SHARP LEFT AND GO
 HX3011'SOUTHERLY ON MAIN TRAVELED
 HX3011'ROAD FOR 0.4 MILE TO T INTERSECTION AND AZIMUTH
 HX3011'MARK AS DESCRIBED.
 HX3011'
 HX3011'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12 BY 12 INCH CONCRETE
 HX3011'MONUMENT AND
 HX3011'STAMPED MT PISGAH NO 1 1961 IS 39 FEET NORTH OF A 12 INCH
 HX3011'OAK TREE.  THE MARK PROJECTS 2  INCHES.
 HX3011'
 HX3011'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12 BY 12 INCH CONCRETE
 HX3011'MONUMENT AND
 HX3011'STAMPED MT PISGAH NO 2 1961 IS 21 FEET SOUTH OF AN 18 INCH
 HX3011'LOCUST TREE AND 26 FEET
 HX3011'NORTHEAST OF AN 18 INCH LOCUST TREE.  THE MARK
 HX3011'PROJECTS 2 INCHES.
 HX3011'
 HX3011'AZIMUTH MARK, A STANDARD DISK SET IN A 12 BY 12 INCH CONCRETE
 HX3011'MONUMENT AND
 HX3011'STAMPED MT PISGAH 1961 IS 20 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 HX3011'OF ROAD, 64 FEET
 HX3011'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE T INTERSECTION
 HX3011'AND 2.9 FEET WEST OF A STEEL
 HX3011'WITNESS POST WITH METAL SIGN.  THE
 HX3011'MARK PROJECTS 6 INCHES.
 HX3011'
 HX3011'HEIGHT OF LIGHT ABOVE STATION MARK - 21.99 METERS.
 HX3011
 HX3011                          STATION RECOVERY (1973)
 HX3011
 HX3011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (VDN)
 HX3011'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 HX3011'AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED IN 1961.
 HX3011'
 HX3011'THE STATION IS ON PROPERTY OWNED BY MRS. RUTH H. WHALING.  P.O. BOX
 HX3011'387.  CLAY, WEST VA. NO TELEPHONE.  WHO GAVE PERMISSION.
 HX3011'
 HX3011'TO REACH THE STATION FROM THE POST OFFICE IN CLAY, GO WEST FOLLOW
 HX3011'STATE HIGHWAY 16 FOR 0.25 MILE TO A SIDE ROAD LEFT (PISGAH RIDGE
 HX3011'ROAD).  TURN LEFT, GO SOUTHERLY FOLLOWING PISGAH RIDGE ROAD AND
 HX3011'CROSSING THE ELK RIVER FOR 0.1 MILE TO RAILROAD TRACKS.  CONTINUE
 HX3011'STRAIGHT AHEAD FOLLOWING PISGAH RIDGE ROAD SOUTHERLY FOR 0.25
 HX3011'MILE TO A FORK.  HERE TAKE LEFT FORK FOLLOWING PISGAH RIDGE ROAD
 HX3011'UPHILL FOR 2.35 MILES TO A FORK.  (TAKE RIGHT FORK SOUTHERLY
 HX3011'FOLLOWING GRAVELED ROAD FOR 0.4 MILE TO A T-INTERSECTION AND THE
 HX3011'AZIMUTH MARK AS DESCRIBED IN 1961).  HERE BEAR LEFT, FOLLOW
 HX3011'DIRT ROAD UPHILL FOR 0.2 MILE TO A CURVE THAT MAKES A SHARP LEFT.
 HX3011'HERE BEAR TO THE RIGHT AND FOLLOW TRACK ROAD UPHILL FOR 0.15 MILE
 HX3011'TO THE HIGHEST POINT AND THE STATION AS DESCRIBED IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1280 ***********************************************************************
 JW1280  DESIGNATION -  MT STORM VEPCO STK
 JW1280  PID         -  JW1280
 JW1280  STATE/COUNTY-  WV/GRANT
 JW1280  USGS QUAD   -  MOUNT STORM LAKE (1981)
 JW1280
 JW1280                         *CURRENT SURVEY CONTROL
 JW1280  ___________________________________________________________________
 JW1280* NAD 83(1995)-  39 12 00.81607(N)    079 15 51.91240(W)     ADJUSTED  
 JW1280* NAVD 88     -                                                        
 JW1280  ___________________________________________________________________
 JW1280  LAPLACE CORR-          -6.60  (seconds)                    DEFLEC99
 JW1280  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 JW1280
 JW1280  HORZ ORDER  -  THIRD
 JW1280
 JW1280.The horizontal coordinates were established by classical geodetic methods
 JW1280.and adjusted by the National Geodetic Survey in April 1998..
 JW1280
 JW1280
 JW1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1280
 JW1280.The geoid height was determined by GEOID03.
 JW1280
 JW1280;                    North         East     Units Scale Factor Converg.
 JW1280;SPC WV N     -    77,763.625   620,349.126   MT  0.99996818   +0 09 00.9
 JW1280;SPC MD       -   172,659.706   204,422.225   MT  0.99996584   -1 25 16.4
 JW1280;SPC MD       -   566,467.72    670,675.25   sFT  0.99996584   -1 25 16.4
 JW1280;UTM  17      - 4,340,431.202   649,867.076   MT  0.99987655   +1 05 49.7
 JW1280
 JW1280                          SUPERSEDED SURVEY CONTROL
 JW1280
 JW1280  NAD 83(1995)-  39 12 00.82266(N)    079 15 51.91861(W) AD(       ) 4
 JW1280  NAD 83(1986)-  39 12 00.82617(N)    079 15 51.91939(W) AD(       ) 4
 JW1280  NAD 27      -  39 12 00.43022(N)    079 15 52.77694(W) AD(       ) 3
 JW1280
 JW1280.Superseded values are not recommended for survey control.
 JW1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1280.See file dsdata.txt to determine how the superseded data were derived.
 JW1280
 JW1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD4986740431(NAD 83)
 JW1280_MARKER: 63 = STACK
 JW1280
 JW1280  HISTORY     - Date     Condition        Report By
 JW1280  HISTORY     - 1975     FIRST OBSERVED   NGS
 JW1280
 JW1280                          STATION DESCRIPTION
 JW1280
 JW1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 JW1280'THE STATION, MT STORM VIRGINIA ELECTRIC COMPANY STACK, IS THE
 JW1280'LIGHT ATOP OF A SELF SUPPORTING BRICK STACK, LIGHT IN COLOR,
 JW1280'WITH BRIGHT WHITE FLASHING LIGHTS.  THE STACK IS 650 FEET TALL
 JW1280'
 JW1280'THE STACK IS LOCATED ABOUT 13 MILES EAST-NORTHEAST OF THOMAS,
 JW1280'5-1/2 MILES SOUTH-SOUTHWEST OF MT STORM, 5 MILES WEST OF
 JW1280'GREENLAND, AND ALONG THE NORTHWEST EDGE OF THE NEW STONY RIVER
 JW1280'RESERVOIR, 1/2 MILE SOUTH OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1266 ***********************************************************************
 JW1266  DESIGNATION -  MT STORM WU MICROWAVE
 JW1266  PID         -  JW1266
 JW1266  STATE/COUNTY-  WV/GRANT
 JW1266  USGS QUAD   -  MOUNT STORM (1981)
 JW1266
 JW1266                         *CURRENT SURVEY CONTROL
 JW1266  ___________________________________________________________________
 JW1266* NAD 83(1995)-  39 16 21.24438(N)    079 10 35.64256(W)     ADJUSTED  
 JW1266* NAVD 88     -                                                        
 JW1266  ___________________________________________________________________
 JW1266  LAPLACE CORR-          -7.50  (seconds)                    DEFLEC99
 JW1266  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JW1266
 JW1266  HORZ ORDER  -  THIRD
 JW1266
 JW1266.The horizontal coordinates were established by classical geodetic methods
 JW1266.and adjusted by the National Geodetic Survey in April 1998..
 JW1266
 JW1266
 JW1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1266
 JW1266.The geoid height was determined by GEOID03.
 JW1266
 JW1266;                    North         East     Units Scale Factor Converg.
 JW1266;SPC WV N     -    85,818.212   627,908.805   MT  0.99995965   +0 12 22.6
 JW1266;SPC MD       -   180,503.933   212,200.056   MT  0.99997377   -1 21 57.9
 JW1266;SPC MD       -   592,203.32    696,193.02   sFT  0.99997377   -1 21 57.9
 JW1266;UTM  17      - 4,348,609.102   657,291.979   MT  0.99990463   +1 09 16.2
 JW1266
 JW1266                          SUPERSEDED SURVEY CONTROL
 JW1266
 JW1266  NAD 83(1995)-  39 16 21.24983(N)    079 10 35.64565(W) AD(       ) 4
 JW1266  NAD 83(1986)-  39 16 21.25349(N)    079 10 35.65089(W) AD(       ) 4
 JW1266  NAD 27      -  39 16 20.87542(N)    079 10 36.52088(W) AD(       ) 3
 JW1266
 JW1266.Superseded values are not recommended for survey control.
 JW1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1266.See file dsdata.txt to determine how the superseded data were derived.
 JW1266
 JW1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD5729248609(NAD 83)
 JW1266_MARKER: 44 = MICROWAVE MAST
 JW1266
 JW1266  HISTORY     - Date     Condition        Report By
 JW1266  HISTORY     - 1975     FIRST OBSERVED   NGS
 JW1266
 JW1266                          STATION DESCRIPTION
 JW1266
 JW1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 JW1266'THE STATION, MT STORM WESTERN UNION MICROWAVE, IS THE LIGHT ATOP
 JW1266'TWIN TRIANGULAR STEEL, GUYED MASTS THAT ARE PAINTED RED AND
 JW1266'WHITE AND ARE TIED TOGETHER.  THE STRUCTURES HAVE AN OVERALL
 JW1266'HEIGHT OF 325 FEET AND HAVE TWO REFLECTORS MOUNTED NEAR THE TOP.
 JW1266'
 JW1266'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTH-NORTHEAST OF NEW
 JW1266'STONY RIVER POWER PLANT, 5-1/2 MILES NORTH-NORTHWEST OF
 JW1266'GREENLAND, 3-1/2 MILES EAST OF MT STORM AND BETWEEN DULING AND
 JW1266'WALKER RIDGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2958 ***********************************************************************
 HX2958  DESIGNATION -  MT ZION
 HX2958  PID         -  HX2958
 HX2958  STATE/COUNTY-  WV/CALHOUN
 HX2958  USGS QUAD   -  ARNOLDSBURG (1965)
 HX2958
 HX2958                         *CURRENT SURVEY CONTROL
 HX2958  ___________________________________________________________________
 HX2958* NAD 83(1995)-  38 51 44.52855(N)    081 07 33.38919(W)     ADJUSTED  
 HX2958* NAVD 88     -       370.59   (+/-2cm)    1215.8    (feet)  VERTCON   
 HX2958  ___________________________________________________________________
 HX2958  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 HX2958  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HX2958
 HX2958  HORZ ORDER  -  SECOND
 HX2958  VERT ORDER  -  THIRD ? (See Below)
 HX2958
 HX2958.The horizontal coordinates were established by classical geodetic methods
 HX2958.and adjusted by the National Geodetic Survey in April 1998..
 HX2958
 HX2958.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2958.The vertical order pertains to the NGVD 29 superseded value.
 HX2958
 HX2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2958
 HX2958.The geoid height was determined by GEOID03.
 HX2958
 HX2958;                    North         East     Units Scale Factor Converg.
 HX2958;SPC WV S     -   206,717.126   589,069.093   MT  0.99999560   -0 04 40.3
 HX2958;UTM  17      - 4,301,511.243   489,073.412   MT  0.99960147   -0 04 44.5
 HX2958
 HX2958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2958!SPC WV S     -   0.99994708  x   0.99999560  =   0.99994268
 HX2958!UTM  17      -   0.99994708  x   0.99960147  =   0.99954857
 HX2958
 HX2958:                Primary Azimuth Mark                     Grid Az
 HX2958:SPC WV S     -  MT ZION AZ MK                            027 57 51.9
 HX2958:UTM  17      -  MT ZION AZ MK                            027 57 56.1
 HX2958
 HX2958|---------------------------------------------------------------------|
 HX2958| PID    Reference Object                     Distance      Geod. Az  |
 HX2958|                                                           dddmmss.s |
 HX2958| DC4726 MT ZION AZ MK                                      0275311.6 |
 HX2958| DC4727 MT ZION RM 1                          9.582 METERS 10413     |
 HX2958| HX2971 DESERT KNOB CARBIDE CHEM RAD        APPROX.13.8 KM 1945238.9 |
 HX2958| DC4728 MT ZION RM 2                          8.962 METERS 23706     |
 HX2958|---------------------------------------------------------------------|
 HX2958
 HX2958                          SUPERSEDED SURVEY CONTROL
 HX2958
 HX2958  NAD 83(1986)-  38 51 44.53440(N)    081 07 33.39697(W) AD(       ) 2
 HX2958  NAD 27      -  38 51 44.22310(N)    081 07 33.98840(W) AD(       ) 2
 HX2958  NGVD 29 (07/19/86)  370.76   (m)         1216.4    (f) LEVELING    3  
 HX2958
 HX2958.Superseded values are not recommended for survey control.
 HX2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2958.See file dsdata.txt to determine how the superseded data were derived.
 HX2958
 HX2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD8907301511(NAD 83)
 HX2958_MARKER: DS = TRIANGULATION STATION DISK
 HX2958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2958
 HX2958  HISTORY     - Date     Condition        Report By
 HX2958  HISTORY     - 1956     MONUMENTED       CGS
 HX2958
 HX2958                          STATION DESCRIPTION
 HX2958
 HX2958'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2958'STATION IS LOCATED ON A CULTIVATED KNOLL ABOUT 200 YARDS WEST OF
 HX2958'STATE HIGHWAY NO.  16 AT THE
 HX2958'VILLAGE OF MT. ZION.  STATION IS ON THE HIGHEST POINT AT THE
 HX2958'NORTHWEST END OF KNOLL.  THE MARK IS
 HX2958'SET FLUSH AND THE DISK IS STAMPED MT ZION 1956.
 HX2958'
 HX2958'REFERENCE MARK NO. 1 IS ON EAST EDGE OF KNOLL.  THE MARK IS SET FLUSH
 HX2958'AND THE DISK IS STAMPED MT ZION
 HX2958'NO 1 1956.
 HX2958'
 HX2958'REFERENCE MARK NO. 2 IS ON SOUTHWEST EDGE OF KNOLL.  THE MARK
 HX2958'PROJECTS 2 INCHES AND THE DISK
 HX2958'IS STAMPED MT ZION NO 2 1956.
 HX2958'
 HX2958'AZIMUTH MARK IS 1 FOOT WEST OF FENCELINE AND 7 FEET SOUTH OF WITNESS
 HX2958'POST.  THE MARK IS SET FLUSH AND
 HX2958'THE DISK IS STAMPED MT ZION 1956.
 HX2958'
 HX2958'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 16 AND 5 IN
 HX2958'GRANTSVILLE, GO SOUTHERLY ON STATE
 HX2958'HIGHWAY NO. 16 FOR 5.8 MILES TO DRIVEWAY ON RIGHT AT POST OFFICE IN
 HX2958'THE VILLAGE OF MT ZION.  TURN
 HX2958'RIGHT AND GO NORTH AND WESTERLY ON DRIVEWAY FOR 0.05 MILE TO
 HX2958'BOARD GATE.  PASS THROUGH GATE AND CONTINUE
 HX2958'ON FARM ROAD FOR 0.15 MILE TO TOP OF KNOLL
 HX2958'AND STATION AS DESCRIBED.  AZIMUTH MARK IS NEAR FENCE CORNER
 HX2958'ABOUT 0.3 MILE NORTH OF STATION.
 HX2958'
 HX2958'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3107 ***********************************************************************
 HX3107  DESIGNATION -  MUD
 HX3107  PID         -  HX3107
 HX3107  STATE/COUNTY-  WV/BOONE
 HX3107  USGS QUAD   -  MUD (1976)
 HX3107
 HX3107                         *CURRENT SURVEY CONTROL
 HX3107  ___________________________________________________________________
 HX3107* NAD 83(1995)-  38 02 32.13405(N)    081 54 06.72362(W)     ADJUSTED  
 HX3107* NAVD 88     -       518.3    (meters)    1700.     (feet)  VERTCON   
 HX3107  ___________________________________________________________________
 HX3107  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 HX3107  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HX3107
 HX3107  HORZ ORDER  -  SECOND
 HX3107
 HX3107.The horizontal coordinates were established by classical geodetic methods
 HX3107.and adjusted by the National Geodetic Survey in April 1998..
 HX3107
 HX3107.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3107
 HX3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3107
 HX3107.The geoid height was determined by GEOID03.
 HX3107
 HX3107;                    North         East     Units Scale Factor Converg.
 HX3107;SPC WV S     -   116,063.536   520,839.111   MT  0.99992874   -0 33 27.1
 HX3107;UTM  17      - 4,210,887.643   420,863.094   MT  0.99967713   -0 33 20.9
 HX3107
 HX3107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3107!SPC WV S     -   0.99992376  x   0.99992874  =   0.99985251
 HX3107!UTM  17      -   0.99992376  x   0.99967713  =   0.99960091
 HX3107
 HX3107|---------------------------------------------------------------------|
 HX3107| PID    Reference Object                     Distance      Geod. Az  |
 HX3107|                                                           dddmmss.s |
 HX3107| DC4729 MUD RM 1                              9.232 METERS 17012     |
 HX3107| HY0557 RECTOR                              APPROX.11.4 KM 2605531.0 |
 HX3107| DC4730 MUD RM 2                              7.986 METERS 35631     |
 HX3107| DC4731 MUD RM 3                              7.983 METERS 35645     |
 HX3107|---------------------------------------------------------------------|
 HX3107
 HX3107                          SUPERSEDED SURVEY CONTROL
 HX3107
 HX3107  NAD 83(1995)-  38 02 32.13705(N)    081 54 06.72483(W) AD(       ) 2
 HX3107  NAD 83(1986)-  38 02 32.14132(N)    081 54 06.72952(W) AD(       ) 2
 HX3107  NAD 27      -  38 02 31.78220(N)    081 54 07.27910(W) AD(       ) 2
 HX3107  NGVD 29 (07/19/86)  518.5    (m)         1701.     (f) VERT ANG       
 HX3107
 HX3107.Superseded values are not recommended for survey control.
 HX3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3107.See file dsdata.txt to determine how the superseded data were derived.
 HX3107
 HX3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2086310888(NAD 83)
 HX3107_MARKER: DS = TRIANGULATION STATION DISK
 HX3107_SETTING: 0 = UNSPECIFIED SETTING
 HX3107
 HX3107  HISTORY     - Date     Condition        Report By
 HX3107  HISTORY     - 1957     MONUMENTED       CGS
 HX3107  HISTORY     - 1978     GOOD             NGS
 HX3107
 HX3107                          STATION DESCRIPTION
 HX3107
 HX3107'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HX3107'THE STATION IS ABOUT 14 MILES NORTH-NORTHEAST OF LOGAN, 4-1/2 MILES
 HX3107'WEST-SOUTHWEST OF DANVILLE AND
 HX3107'0.3 MILE SOUTH OF MUD GAP, NEAR THE HEAD OF MUD FORK, AND ON LAND
 HX3107'OWNED BY MR. ALBERT NELSON.
 HX3107'
 HX3107'TO REACH FROM THE RAILROAD DEPOT, IN DANVILLE, GO WEST FOR 0.1 MILE
 HX3107'TO THE WEST END OF BRIDGE OVER
 HX3107'LITTLE COAL RIVER.  CONTINUE SOUTH AND WESTERLY ON THE SURFACED ROAD
 HX3107'FOR 3.05 MILES TO A SIDE ROAD ON THE
 HX3107'RIGHT WHICH LEADS BETWEEN TWO HOUSES.  TURN RIGHT, GO
 HX3107'WESTERLY ON A GRAVELED ROAD FOR 0.7 MILE TO A ROAD
 HX3107'FORK.  TAKE RIGHT FORK, GO 0.85 MILE
 HX3107'TO A ROAD FORK.  TAKE RIGHT FORK, UP GRADE, GO 0.75 MILE TO WHERE THE
 HX3107'ROAD CROSSES THE RIDGE THROUGH A
 HX3107'CUT.  CONTINUE FOR 0.1 MILE TO A TRIANGULAR BLAZED TREE ON THE RIGHT
 HX3107'AND THE END OF TRUCK TRAVEL.  PACK
 HX3107'SOUTH UP A SMALL WASH FOR ABOUT 300 YARDS TO WHERE
 HX3107'THE TRAIL FORKS.  KEEP THE LEFT TRAIL TO THE TOP OF
 HX3107'RIDGE.  THENCE GO SOUTHWEST ALONG
 HX3107'THE TOP OF RIDGE FOR ABOUT 300 YARDS TO A TRIANGULAR BLAZE ON THE
 HX3107'NORTH SIDE OF TREE AND THE
 HX3107'STATION.  ABOUT A 45 MINUTE PACK.
 HX3107'
 HX3107'STATION MARKS ARE STANDARD DISKS STAMPED MUD 1957.  THE SURFACE DISK
 HX3107'IS SET IN THE TOP OF A
 HX3107'3-INCH PIPE WHICH PROJECTS 18 INCHES.  IT IS 19 FEET SOUTH OF A
 HX3107'TRIANGULAR BLAZE ON THE NORTH SIDE
 HX3107'OF TREE AND 14 FEET NORTH OF A TRIANGULAR BLAZE ON AN OAK TREE.
 HX3107'
 HX3107'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 12
 HX3107'INCHES BELOW THE SURFACE OF
 HX3107'GROUND.
 HX3107'
 HX3107'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MUD NO 1 1957, IS
 HX3107'CEMENTED IN A DRILL HOLE
 HX3107'IN OUTCROPPING BEDROCK.  THE OUTCROP OF ROCK PROJECTS ABOUT 3 FEET ON
 HX3107'THE EAST SIDE.  IT IS 17 FEET
 HX3107'SOUTH OF THE TRIANGULAR BLAZE ON THE OAK TREE.
 HX3107'
 HX3107'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MUD NO 2 1957, IS
 HX3107'BRAZED IN THE THE TOP OF A 2-1/2
 HX3107'INCH PIPE WHICH PROJECTS 6 INCHES.  IT IS 11 FEET NORTHWEST OF THE
 HX3107'TRIANGULAR BLAZE ON THE NORTH
 HX3107'SIDE OF TREE.
 HX3107'
 HX3107'NO AZIMUTH MARK WAS SET.
 HX3107'
 HX3107'NOTE- A 20 FT. POLE STAND WAS USED.
 HX3107'
 HX3107'HEIGHT OF LIGHT ABOVE STATION MARK 5.65 METERS.
 HX3107
 HX3107                          STATION RECOVERY (1978)
 HX3107
 HX3107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HX3107'UNABLE TO MEASURE BETWEEN RMS.
 HX3107'
 HX3107'NO OTHER OBJECTS V.G.
 HX3107'
 HX3107'THE STATION MARK AND REFERENCE MARK ONE WERE RECOVERED IN GOOD
 HX3107'CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED.  A NEW REFERENCE
 HX3107'MARK 3 WAS ESTABLISHED NEAR WHERE THE OLD REFERENCE MARK 2
 HX3107'WAS LOCATED.  THIS STATION IS ON A WOODED HILL AND VISIBILITY IS
 HX3107'LIMITED.  THE DISTANCE TO REFERENCE MARK ONE CHECKED THE 1957
 HX3107'MEASUREMENT.
 HX3107'
 HX3107'A COMPLETE NEW DESCRIPTION FOLLOWS.
 HX3107'
 HX3107'THE STATION IS LOCATED 14 MILES NORTH-NORTHEAST OF LOGAN, 4-1/2
 HX3107'MILES WEST-SOUTHWEST OF DANVILLE, AND 1/4 MILE SOUTH OF MUD GAP, AND
 HX3107'ON PROPERTY OWNED BY MR. ALBERT NELSON, ADDRESS UNKNOWN.
 HX3107'
 HX3107'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 119 AND STATE HIGHWAY
 HX3107'85 AT DANVILLE, GO SOUTHERLY ON U.S. HIGHWAY 119 FOR 3.3 MILES TO A
 HX3107'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON MUD RIVER ROAD FOR 0.65
 HX3107'MILE TO A FORK.  KEEP RIGHT AND CONTINUE WEST UPHILL ON THE PAVED
 HX3107'ROAD FOR 0.85 MILE TO A FORK.  KEEP RIGHT UPHILL ON THE WINGING
 HX3107'PAVED ROAD FOR 0.65 MILE TO THE TOP OF THE HILL AT A SADDLE.
 HX3107'TURN LEFT AND SOUTH UP A VERY STEEP BLADED ROAD FOR 0.35 MILE TO
 HX3107'THE END OF TRUCK TRAVEL NEAR THE END OF THE ROAD.  PACK SOUTH FOR
 HX3107'ABOUT 200 FEET TO THE HIGHEST POINT AND THE STATION.
 HX3107'
 HX3107'THE STATION MARK IS A STANDARD DISK STAMPED MUD 1957, BRAZED TO THE
 HX3107'TOP OF A 2-INCH CAST IRON PIPE WHICH PROJECTS 18-INCHES.  IT IS 16
 HX3107'FEET SOUTHWEST OF A 20-INCH OAK TREE, 13 FEET NORTH OF A 24-INCH
 HX3107'OAK TREE WITH A TRIANGULAR BLAZE AND 4.3 FEET EAST OF A WITNESS
 HX3107'POST.
 HX3107'
 HX3107'REFERENCE MARK ONE IS A STANDARD DISK STAMPED MUD NO 1 1957 CEMENTED
 HX3107'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 3 FEET ON THE
 HX3107'SOUTH END AND FLUSH ON THE NORTH END.  IT IS 31.1 FEET SOUTH OF THE
 HX3107'WITNESS POST, 16 FEET SOUTH OF THE 24-INCH OAK TREE WITH THE
 HX3107'TRIANGULAR BLAZE.
 HX3107'
 HX3107'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MUD 1957 NO 3 1978 SET
 HX3107'IN CEMENT IN A CAST IRON PIPE WHICH PROJECTS 4-INCHES.  IT IS 40
 HX3107'FEET NORTH OF THE 24-INCH OAK TREE WITH THE TRIANGULAR BLAZE, 26.5
 HX3107'FEET SOUTHWEST OF THE WITNESS POST AND 11 FEET NORTHWEST OF THE
 HX3107'20 INCH OAK TREE.
 HX3107'
 HX3107'THERE IS NO AZIMUTH MARK AT THIS STATION NOR IS THERE ANY SUITABLE
 HX3107'LOCATION TO SET ONE AT THIS DATE.
 HX3107'
 HX3107'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/4 MILE SOUTH OF
 HX3107'MUD GAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1146 ***********************************************************************
 JX1146  DESIGNATION -  MUFF
 JX1146  PID         -  JX1146
 JX1146  STATE/COUNTY-  WV/WOOD
 JX1146  USGS QUAD   -  PARKERSBURG (1994)
 JX1146
 JX1146                         *CURRENT SURVEY CONTROL
 JX1146  ___________________________________________________________________
 JX1146* NAD 83(1986)-  39 16 05.     (N)    081 36 58.     (W)     SCALED    
 JX1146* NAVD 88     -       185.014  (meters)     607.00   (feet)  ADJUSTED  
 JX1146  ___________________________________________________________________
 JX1146  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JX1146  DYNAMIC HT  -         184.899 (meters)     606.62  (feet)  COMP
 JX1146  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 JX1146
 JX1146  VERT ORDER  -  FIRST     CLASS II
 JX1146
 JX1146.The horizontal coordinates were scaled from a topographic map and have
 JX1146.an estimated accuracy of +/- 6 seconds.
 JX1146
 JX1146.The orthometric height was determined by differential leveling
 JX1146.and adjusted by the National Geodetic Survey in June 1991..
 JX1146.WARNING-Repeat measurements at this control monument indicate possible
 JX1146.vertical movement.
 JX1146
 JX1146.The geoid height was determined by GEOID03.
 JX1146
 JX1146.The dynamic height is computed by dividing the NAVD 88
 JX1146.geopotential number by the normal gravity value computed on the
 JX1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1146.degrees latitude (g = 980.6199 gals.).
 JX1146
 JX1146.The modeled gravity was interpolated from observed gravity values.
 JX1146
 JX1146;                    North         East    Units  Estimated Accuracy
 JX1146;SPC WV N     -    87,420.      417,410.      MT  (+/- 180 meters Scaled)
 JX1146
 JX1146                          SUPERSEDED SURVEY CONTROL
 JX1146
 JX1146  NGVD 29 (??/??/92)  185.214  (m)          607.66   (f) ADJ UNCH    1 2
 JX1146
 JX1146.Superseded values are not recommended for survey control.
 JX1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1146.See file dsdata.txt to determine how the superseded data were derived.
 JX1146
 JX1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD468467(NAD 83)
 JX1146_MARKER: DB = BENCH MARK DISK
 JX1146_SETTING: 66 = SET IN ROCK OUTCROP
 JX1146_SP_SET: ROCK OUTCROP
 JX1146_STAMPING: MUFF 1933
 JX1146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1146+STABILITY: POSITION/ELEVATION WELL
 JX1146
 JX1146  HISTORY     - Date     Condition        Report By
 JX1146  HISTORY     - 1933     MONUMENTED       CGS
 JX1146  HISTORY     - 1956     POOR             NGS
 JX1146  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1146
 JX1146                          STATION DESCRIPTION
 JX1146
 JX1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1146'2.9 MI W FROM PARKERSBURG.
 JX1146'2.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD (O. RIVER
 JX1146'DIV.) FROM THE ANN STREET STATION AT PARKERSBURG, WOOD COUNTY,
 JX1146'1-1/2 POLES WEST ACROSS THE TRACK FROM POLE 96+20, 10.4 FEET SOUTH
 JX1146'OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A SANDSTONE
 JX1146'OUTCROP, 0.6 FOOT SOUTH OF THE NORTH END, AND ABOUT 3 FEET ABOVE
 JX1146'THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED MUFF 1933.
 JX1146'NOTE-- ROCK OUTCROP HAS BROKEN AND SLID FORWARD.  HALF OF TABLET
 JX1146'IS BROKEN OFF.
 JX1146
 JX1146                          STATION RECOVERY (1976)
 JX1146
 JX1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2989 ***********************************************************************
 HX2989  DESIGNATION -  MULBERRY
 HX2989  PID         -  HX2989
 HX2989  STATE/COUNTY-  WV/ROANE
 HX2989  USGS QUAD   -  BURNING SPRINGS (1976)
 HX2989
 HX2989                         *CURRENT SURVEY CONTROL
 HX2989  ___________________________________________________________________
 HX2989* NAD 83(1995)-  38 52 43.31898(N)    081 16 08.26059(W)     ADJUSTED  
 HX2989* NAVD 88     -       325.1    (meters)    1067.     (feet)  VERTCON   
 HX2989  ___________________________________________________________________
 HX2989  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 HX2989  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HX2989
 HX2989  HORZ ORDER  -  THIRD
 HX2989
 HX2989.The horizontal coordinates were established by classical geodetic methods
 HX2989.and adjusted by the National Geodetic Survey in April 1998..
 HX2989
 HX2989.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2989
 HX2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2989
 HX2989.The geoid height was determined by GEOID03.
 HX2989
 HX2989;                    North         East     Units Scale Factor Converg.
 HX2989;SPC WV S     -   208,556.476   576,661.178   MT  0.99999902   -0 09 58.6
 HX2989;SPC WV N     -    43,553.696   446,506.005   MT  1.00002514   -1 07 41.5
 HX2989;UTM  17      - 4,303,350.271   476,670.440   MT  0.99960670   -0 10 07.8
 HX2989
 HX2989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2989!SPC WV S     -   0.99995425  x   0.99999902  =   0.99995327
 HX2989!SPC WV N     -   0.99995425  x   1.00002514  =   0.99997939
 HX2989!UTM  17      -   0.99995425  x   0.99960670  =   0.99956097
 HX2989
 HX2989|---------------------------------------------------------------------|
 HX2989| PID    Reference Object                     Distance      Geod. Az  |
 HX2989|                                                           dddmmss.s |
 HX2989| DC4733 MULBERRY RM 1                        10.494 METERS 04036     |
 HX2989| DC4732 MULBERRY AZ MK                                     2285606.2 |
 HX2989| DC4734 MULBERRY RM 2                        10.595 METERS 26732     |
 HX2989|---------------------------------------------------------------------|
 HX2989
 HX2989                          SUPERSEDED SURVEY CONTROL
 HX2989
 HX2989  NAD 83(1986)-  38 52 43.32465(N)    081 16 08.26739(W) AD(       ) 3
 HX2989  NAD 27      -  38 52 43.01960(N)    081 16 08.83880(W) AD(       ) 3
 HX2989  NGVD 29 (07/19/86)  325.3    (m)         1067.     (f) VERT ANG       
 HX2989
 HX2989.Superseded values are not recommended for survey control.
 HX2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2989.See file dsdata.txt to determine how the superseded data were derived.
 HX2989
 HX2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7667003350(NAD 83)
 HX2989_MARKER: DS = TRIANGULATION STATION DISK
 HX2989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2989
 HX2989  HISTORY     - Date     Condition        Report By
 HX2989  HISTORY     - 1956     MONUMENTED       CGS
 HX2989
 HX2989                          STATION DESCRIPTION
 HX2989
 HX2989'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2989'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF SPENCER IN THE NORTH
 HX2989'EDGE OF A PASTURE OWNED BY MR.
 HX2989'LEE SUTTON.  STATION IS 12 FEET SOUTH OF THE APPROXIMATE CENTER OF
 HX2989'DIRT ROAD, 5 FEET NORTHEAST OF
 HX2989'WITNESS POST AND 4 FEET SOUTH OF FENCE.  THE MARK IS FLUSH
 HX2989'WITH THE GROUND AND THE DISK IS STAMPED
 HX2989'MULBERRY 1956.
 HX2989'
 HX2989'REFERENCE MARK NO. 1 IS 13 FEET NORTH OF THE APPROXIMATE CENTER OF
 HX2989'ROAD.  THE MARK PROJECTS ABOUT
 HX2989'4 INCHES AND THE DISK IS STAMPED MULBERRY NO 1 1956.
 HX2989'
 HX2989'REFERENCE MARK NO. 2 IS 11 FEET SOUTH OF THE APPROXIMATE CENTER OF
 HX2989'ROAD, 2 FEET SOUTHWEST OF
 HX2989'TRIANGLE BLAZED TREE AND IN FENCELINE.  THE MARK PROJECTS ABOUT 6
 HX2989'INCHES AND THE DISK IS STAMPED
 HX2989'MULBERRY NO 2 1956.
 HX2989'
 HX2989'AZIMUTH MARK IS 17 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF ROAD,
 HX2989'2 FEET NORTHEAST OF WITNESS POST
 HX2989'AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 HX2989'DISK IS STAMPED MULBERRY 1956.
 HX2989'
 HX2989'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 33 AND 119 AND STATE
 HX2989'ROUTE 14 JUST SOUTH OF THE
 HX2989'POST OFFICE IN SPENCER GO EASTERLY ON U.S. HIGHWAY 33 AND 119 FOR 2.5
 HX2989'MILES TO SIDE ROAD LEFT AT SIGN
 HX2989'TRIPLETT 5.  TURN LEFT ON SURFACED ROAD AND GO 1.7
 HX2989'MILES TO FORKS.  KEEP LEFT FORK ON MAIN ROAD FOR
 HX2989'2.8 MILES TO THE TRIPLETT STORE.
 HX2989'KEEP RIGHT AND GO EASTERLY FOR 0.75 MILE TO CROSSROADS.  TURN LEFT
 HX2989'AND GO 1.7 MILES TO A T ROAD
 HX2989'LEFT.  CONTINUE STRAIGHT AHEAD FOR 1.8 MILES TO THE AZIMUTH MARK ON
 HX2989'THE RIGHT AS DESCRIBED.
 HX2989'CONTINUE 0.35 MILE TO WOODS ROAD FORK TO LEFT AND STATION ON THE
 HX2989'RIGHT OR SOUTH SIDE OF ROAD AS
 HX2989'DESCRIBED.
 HX2989'
 HX2989'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2962 ***********************************************************************
 HX2962  DESIGNATION -  MULE
 HX2962  PID         -  HX2962
 HX2962  STATE/COUNTY-  WV/CALHOUN
 HX2962  USGS QUAD   -  CHLOE (1975)
 HX2962
 HX2962                         *CURRENT SURVEY CONTROL
 HX2962  ___________________________________________________________________
 HX2962* NAD 83(1995)-  38 41 59.00200(N)    081 03 46.32457(W)     ADJUSTED  
 HX2962* NAVD 88     -       482.5    (meters)    1583.     (feet)  VERTCON   
 HX2962  ___________________________________________________________________
 HX2962  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 HX2962  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HX2962
 HX2962  HORZ ORDER  -  SECOND
 HX2962
 HX2962.The horizontal coordinates were established by classical geodetic methods
 HX2962.and adjusted by the National Geodetic Survey in April 1998..
 HX2962
 HX2962.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2962
 HX2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2962
 HX2962.The geoid height was determined by GEOID03.
 HX2962
 HX2962;                    North         East     Units Scale Factor Converg.
 HX2962;SPC WV S     -   188,656.338   594,531.219   MT  0.99996604   -0 02 19.9
 HX2962;UTM  17      - 4,283,457.231   494,533.220   MT  0.99960037   -0 02 21.5
 HX2962
 HX2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2962!SPC WV S     -   0.99992946  x   0.99996604  =   0.99989550
 HX2962!UTM  17      -   0.99992946  x   0.99960037  =   0.99952985
 HX2962
 HX2962|---------------------------------------------------------------------|
 HX2962| PID    Reference Object                     Distance      Geod. Az  |
 HX2962|                                                           dddmmss.s |
 HX2962| DC4736 MULE RM 1                             4.260 METERS 09519     |
 HX2962| DC4735 MULE AZ MK                                         2713824.2 |
 HX2962| HX2971 DESERT KNOB CARBIDE CHEM RAD        APPROX.10.2 KM 2974548.4 |
 HX2962| DC4737 MULE RM 2                             5.530 METERS 34753     |
 HX2962|---------------------------------------------------------------------|
 HX2962
 HX2962                          SUPERSEDED SURVEY CONTROL
 HX2962
 HX2962  NAD 83(1986)-  38 41 59.00851(N)    081 03 46.33287(W) AD(       ) 2
 HX2962  NAD 27      -  38 41 58.67080(N)    081 03 46.93290(W) AD(       ) 2
 HX2962  NGVD 29 (07/19/86)  482.7    (m)         1584.     (f) VERT ANG       
 HX2962
 HX2962.Superseded values are not recommended for survey control.
 HX2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2962.See file dsdata.txt to determine how the superseded data were derived.
 HX2962
 HX2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC9453383457(NAD 83)
 HX2962_MARKER: DS = TRIANGULATION STATION DISK
 HX2962_SETTING: 66 = SET IN ROCK OUTCROP
 HX2962
 HX2962  HISTORY     - Date     Condition        Report By
 HX2962  HISTORY     - 1961     MONUMENTED       CGS
 HX2962
 HX2962                          STATION DESCRIPTION
 HX2962
 HX2962'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2962'STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT HILL WHICH IS
 HX2962'LOCALLY KNOWN AS
 HX2962'MULE KNOB, ABOUT 7.0 MILES SOUTH-SOUTHEAST OF ARNOLDSBURG,
 HX2962'ABOUT 2 MILES EAST-SOUTHEAST OF
 HX2962'MINNORA POST OFFICE AND ABOUT 1-1/2 MILES
 HX2962'NORTHEAST OF CHLOE POST OFFICE.  STATION, A
 HX2962'STANDARD DISK CEMENTED IN A
 HX2962'DRILLHOLE IN OUTCROPPING RICK AND STAMPED MULE 1961 IS 9 FEET
 HX2962'SOUTHWEST OF A WILD
 HX2962'CHERRY TREE WHITH TRIANGLE BLAZE, 3-1/2 FEET EAST OF A TREE WITH
 HX2962'TRIANGLE BLAZE AND 4.0 FEET
 HX2962'WEST OF A STEEL WITNESS POST WITH METAL SIGN.
 HX2962'
 HX2962'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 4 AND 16 WHICH IS
 HX2962'ABOUT 27 MILES
 HX2962'SOUTHWEST OF GASSAWAY, GO NORTHERLY ON STATE HIGHWAY NO. 16
 HX2962'FOR 15.6 MILES TO POST OFFICE IN
 HX2962'THE VILLAGE OF CHLOE.  CONTINUE NORTHERLY
 HX2962'FOR 0.05 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND
 HX2962'GO EASTERLY ON DIRT ROAD
 HX2962'FOR 1.8 MILES TO SIDE ROAD LEFT.  TURN SHARP LEFT AND GO NORTHERLY
 HX2962'THENCE WESTERLY ON
 HX2962'DIRT ROAD FOR 1.4 MILES TO BOARD GATE ON LEFT AT TOP OF RIDGE.
 HX2962'TURN LEFT, PASS THROUGH GATE
 HX2962'AND GO 0.15 MILE TO POLE GATE.  PASS THROUGH
 HX2962'GATE AND GO ACROSS MEADOW FOR 0.25 MILE TO WIRE
 HX2962'GATE.  TURN LEFT AND GO
 HX2962'SOUTHERLY ALONG THE EAST SIDE OF FENCE FOR 0.2 MILE AND END OF
 HX2962'TRUCK TRAVEL.  CROSS FENCE
 HX2962'AND PACK SOUTHWESTERLY FOR ABOUT 0.3 MILE TO THE TOP OF THE
 HX2962'WEST ONE OF TWO HILLS AND
 HX2962'STATION AS DESCRIBED.
 HX2962'
 HX2962'TO REACH AZIMUTH MARK FROM THE POST OFFICE IN THE VILLAGE OF CHLOE,
 HX2962'GO NORTH FOR 0.05
 HX2962'MILE TO SIDE ROAD RIGHT.  CONTINUE NORTHERLY ON STATE
 HX2962'HIGHWAY NO. 16 FOR 0.95 MILE TO RED
 HX2962'BARN ON LEFT AND AZIMUTH MARK ON LEFT
 HX2962'AS DESCRIBED.
 HX2962'
 HX2962'REFERENCE MARK NO. 1, A STANDARD DISK SET IN CONCRETE IN THE TOP OF
 HX2962'AN ORANGEBURG PIPE
 HX2962'AND STAMPED MULE NO 1 1961 IS 5 FEET SOUTHEAST OF A
 HX2962'WILD CHERRY TREE WITH TRIANGLE BLAZE
 HX2962'AND 11.0 FEET NORTHEAST OF A STEEL
 HX2962'WITNESS POST WITH METAL SIGN.  THE MARK PROJECTS 8
 HX2962'INCHES.
 HX2962'
 HX2962'REFERENCE MARK NO. 2, A STANDARD DISK SET IN CONCRETE IN THE TOP OF
 HX2962'AN ORANGEBURG TILE
 HX2962'PIPE AND STAMPED MULE NO 2 1961 IS 21 FEET NORTHWEST OF
 HX2962'A WILD CHERRY TREE WITH TRIANGLE
 HX2962'BLAZE AND 17 FEET NORTH OF A TRIANGLE
 HX2962'BLAZED TREE.  THE MARK PROJECTS 3 INCHES.
 HX2962'
 HX2962'AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE IN THE TOP OF A 4 INCH
 HX2962'ORANGEBURG PIPE
 HX2962'AND STAMPED MULE 1961 IS 19-1/2 FEET WEST OF THE APPROXIMATE
 HX2962'CENTERLINE OF STATE HIGHWAY NO.
 HX2962'16, 1 FOOT EAST OF FENCELINE AND 1.5 FEET
 HX2962'NORTHEAST OF WITNESS POST.  THE MARK PROJECTS 8
 HX2962'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1131 ***********************************************************************
 GX1131  DESIGNATION -  MULLENS RESET 1958
 GX1131  PID         -  GX1131
 GX1131  STATE/COUNTY-  WV/WYOMING
 GX1131  USGS QUAD   -  MULLENS (1976)
 GX1131
 GX1131                         *CURRENT SURVEY CONTROL
 GX1131  ___________________________________________________________________
 GX1131* NAD 83(1986)-  37 34 56.     (N)    081 22 48.     (W)     SCALED    
 GX1131* NAVD 88     -       431.664  (meters)    1416.22   (feet)  ADJUSTED  
 GX1131  ___________________________________________________________________
 GX1131  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX1131  DYNAMIC HT  -         431.311 (meters)    1415.06  (feet)  COMP
 GX1131  MODELED GRAV-     979,798.8   (mgal)                       NAVD 88
 GX1131
 GX1131  VERT ORDER  -  SECOND    CLASS 0
 GX1131
 GX1131.The horizontal coordinates were scaled from a topographic map and have
 GX1131.an estimated accuracy of +/- 6 seconds.
 GX1131
 GX1131.The orthometric height was determined by differential leveling
 GX1131.and adjusted by the National Geodetic Survey in June 1991..
 GX1131
 GX1131.The geoid height was determined by GEOID03.
 GX1131
 GX1131.The dynamic height is computed by dividing the NAVD 88
 GX1131.geopotential number by the normal gravity value computed on the
 GX1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1131.degrees latitude (g = 980.6199 gals.).
 GX1131
 GX1131.The modeled gravity was interpolated from observed gravity values.
 GX1131
 GX1131;                    North         East    Units  Estimated Accuracy
 GX1131;SPC WV S     -    64,690.      566,440.      MT  (+/- 180 meters Scaled)
 GX1131
 GX1131                          SUPERSEDED SURVEY CONTROL
 GX1131
 GX1131  NGVD 29 (??/??/92)  431.821  (m)         1416.73   (f) ADJ UNCH    2 0
 GX1131
 GX1131.Superseded values are not recommended for survey control.
 GX1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1131.See file dsdata.txt to determine how the superseded data were derived.
 GX1131
 GX1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB664595(NAD 83)
 GX1131_MARKER: DB = BENCH MARK DISK
 GX1131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1131_SP_SET: STEP
 GX1131_STAMPING: MULLENS 1935 RESET 1958
 GX1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1131
 GX1131  HISTORY     - Date     Condition        Report By
 GX1131  HISTORY     - 1958     MONUMENTED       CGS
 GX1131  HISTORY     - 1960     GOOD             NGS
 GX1131
 GX1131                          STATION DESCRIPTION
 GX1131
 GX1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1131'AT MULLENS.
 GX1131'AT MULLENS, ABOUT 25 YARDS NORTHWEST AND ACROSS STATE HIGHWAY 16
 GX1131'FROM THE VIRGINIAN RAILWAY STATION, IN THE TOP OF THE CIRCULAR
 GX1131'STEP TO MAIN ENTRANCE TO DOORWAY OF PEOPLES BANK BUILDING, 7 FEET
 GX1131'NORTH OF NORTH CURB OF STREET TO WEST, 4 FEET SOUTHWEST OF
 GX1131'SOUTHWEST EDGE OF DOOR TO BANK AND ABOUT 1 FOOT ABOVE LEVEL OF
 GX1131'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3174 ***********************************************************************
 GX3174  DESIGNATION -  MULLENS RESET 1978
 GX3174  PID         -  GX3174
 GX3174  STATE/COUNTY-  WV/WYOMING
 GX3174  USGS QUAD   -  MULLENS (1976)
 GX3174
 GX3174                         *CURRENT SURVEY CONTROL
 GX3174  ___________________________________________________________________
 GX3174* NAD 83(1986)-  37 34 54.     (N)    081 22 47.     (W)     SCALED    
 GX3174* NAVD 88     -       433.08   (+/-2cm)    1420.9    (feet)  VERTCON   
 GX3174  ___________________________________________________________________
 GX3174  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX3174
 GX3174  VERT ORDER  -  THIRD (See Below)
 GX3174
 GX3174.The horizontal coordinates were scaled from a topographic map and have
 GX3174.an estimated accuracy of +/- 6 seconds.
 GX3174
 GX3174.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3174.The vertical order pertains to the NGVD 29 superseded value.
 GX3174
 GX3174.The geoid height was determined by GEOID03.
 GX3174
 GX3174;                    North         East    Units  Estimated Accuracy
 GX3174;SPC WV S     -    64,630.      566,460.      MT  (+/- 180 meters Scaled)
 GX3174
 GX3174                          SUPERSEDED SURVEY CONTROL
 GX3174
 GX3174  NGVD 29 (09/25/03)  433.24   (m)         1421.4    (f) RESET       3  
 GX3174
 GX3174.Superseded values are not recommended for survey control.
 GX3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3174.See file dsdata.txt to determine how the superseded data were derived.
 GX3174
 GX3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB664594(NAD 83)
 GX3174_MARKER: DB = BENCH MARK DISK
 GX3174_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GX3174_SP_SET: FLAGPOLE BASE
 GX3174_STAMPING: MULLENS RESET 1978
 GX3174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX3174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3174+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003
 GX3174
 GX3174  HISTORY     - Date     Condition        Report By
 GX3174  HISTORY     - 1978     MONUMENTED       NGS
 GX3174  HISTORY     - 20030202 GOOD             INDIV
 GX3174
 GX3174                          STATION DESCRIPTION
 GX3174
 GX3174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GX3174'IN MULLENS.
 GX3174'22.5 FEET SOUTH OF THE CENTER OF 4TH STREET, 28 FEET WEST OF THE
 GX3174'CENTER OF MORAN STREET, 23 FEET EAST OF THE NORTHEAST CORNER OF
 GX3174'THE MULLENS CITY HALL, 11 FEET SOUTHWEST OF A FIRE HYDRANT,3 FEET
 GX3174'NORTH OF A LYONS CLUB PLAQUE AND 1 FOOT NORTH OF A FLAGPOLE.
 GX3174'THE MARK IS 1 FT ABOVE 4TH STREET.
 GX3174
 GX3174                          STATION RECOVERY (2003)
 GX3174
 GX3174'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX3174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3446 ***********************************************************************
 GX3446  DESIGNATION -  MULLINS
 GX3446  PID         -  GX3446
 GX3446  STATE/COUNTY-  WV/WYOMING
 GX3446  USGS QUAD   -  BAILEYSVILLE (1976)
 GX3446
 GX3446                         *CURRENT SURVEY CONTROL
 GX3446  ___________________________________________________________________
 GX3446* NAD 83(1995)-  37 37 29.38108(N)    081 38 52.43162(W)     ADJUSTED  
 GX3446* NAVD 88     -       725.     (meters)    2379.     (feet)  SCALED    
 GX3446  ___________________________________________________________________
 GX3446  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 GX3446  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX3446
 GX3446  HORZ ORDER  -  FIRST
 GX3446
 GX3446.The horizontal coordinates were established by classical geodetic methods
 GX3446.and adjusted by the National Geodetic Survey in April 1998..
 GX3446
 GX3446.The orthometric height was scaled from a topographic map.
 GX3446
 GX3446.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3446
 GX3446.The geoid height was determined by GEOID03.
 GX3446
 GX3446;                    North         East     Units Scale Factor Converg.
 GX3446;SPC WV S     -    69,548.670   542,806.874   MT  0.99997306   -0 24 01.9
 GX3446;UTM  17      - 4,164,387.592   442,827.432   MT  0.99964026   -0 23 44.0
 GX3446
 GX3446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3446!SPC WV S     -   0.99989118  x   0.99997306  =   0.99986424
 GX3446!UTM  17      -   0.99989118  x   0.99964026  =   0.99953148
 GX3446
 GX3446|---------------------------------------------------------------------|
 GX3446| PID    Reference Object                     Distance      Geod. Az  |
 GX3446|                                                           dddmmss.s |
 GX3446| DC4739 MULLINS RM 2                          7.636 METERS 07607     |
 GX3446| DC4740 MULLINS RM 3                          7.755 METERS 16929     |
 GX3446| DC4738 MULLINS RM 1 AZIMUTH                               3332457.0 |
 GX3446|---------------------------------------------------------------------|
 GX3446
 GX3446                          SUPERSEDED SURVEY CONTROL
 GX3446
 GX3446  NAD 83(1995)-  37 37 29.38213(N)    081 38 52.43100(W) AD(       ) 1
 GX3446  NAD 83(1995)-  37 37 29.39041(N)    081 38 52.43677(W) AD(       ) 1
 GX3446  NAD 83(1986)-  37 37 29.38975(N)    081 38 52.43753(W) AD(       ) 1
 GX3446  NAD 27      -  37 37 28.99100(N)    081 38 53.04200(W) AD(       ) 1
 GX3446
 GX3446.Superseded values are not recommended for survey control.
 GX3446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3446.See file dsdata.txt to determine how the superseded data were derived.
 GX3446
 GX3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB4282764388(NAD 83)
 GX3446_MARKER: DS = TRIANGULATION STATION DISK
 GX3446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3446
 GX3446  HISTORY     - Date     Condition        Report By
 GX3446  HISTORY     - 1933     MONUMENTED       CGS
 GX3446  HISTORY     - 1963     GOOD             CGS
 GX3446  HISTORY     - 20030202 MARK NOT FOUND   INDIV
 GX3446
 GX3446                          STATION DESCRIPTION
 GX3446
 GX3446'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GX3446'THIS STATION IS ON A SMALL POINTED KNOB AT HEAD OF ELKLICK CREEK,
 GX3446'ABOUT 5 MILES NE OF BAILEYSVILLE, W. VA.
 GX3446'
 GX3446'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 GX3446'CONCRETE.
 GX3446'
 GX3446'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 GX3446'IN DEPRESSIONS IN BOULDERS.
 GX3446'
 GX3446'REFERENCE MARK NO. 2 IS ENE OF STATION AND SLIGHTLY LOWER THAN
 GX3446'STATION, 7 FEET E OF 36-INCH CHESTNUT OAK.
 GX3446'
 GX3446'REFERENCE MARK NO. 3 IS SSE OF STATION ON DOWNWARD SLOPE OF RIDGE.
 GX3446'
 GX3446'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS ABOUT 1.5 MILES NW OF STATION
 GX3446'IN NW CORNER OF FIELD, ON RIDGE WHICH IS THE PROPERTY LINE
 GX3446'BETWEEN LON MORGAN AND ROBERT KLINE, ABOUT 1/2 MILE NW OF ELKLICK
 GX3446'BRANCH.
 GX3446'
 GX3446'TO REACH FROM BAILEYSVILLE POST OFFICE, FOLLOW MAIN HIGHWAY W 0.4
 GX3446'MILE TO JUNCTION OF HIGHWAY, TURN RIGHT (N) AND FOLLOW MAIN HIGHWAY
 GX3446'2.6 MILES TO CLEAR FORK POST OFFICE.  TURN RIGHT AND FOLLOW ALONG E
 GX3446'BANK OF CLEAR FORK RIVER 0.6 MILE TO ELKLICK BRANCH.  TURN RIGHT
 GX3446'AT STORE AND FILLING STATION AND FOLLOW ELKLICK BRANCH 2.4 MILES OR
 GX3446'ABOUT 200 YARDS BEYOND THE HOME OF MR. JOHN SHORT, WHICH IS THE END
 GX3446'OF TRUCK TRAVEL.  TAKE TRAIL TO RIGHT (S) AND FOLLOW ABOUT ONE MILE
 GX3446'TO STATION.  STATION IS LOCATED AT HIGHEST POINT OF RIDGE, ON
 GX3446'PROPERTY OWNED BY THE RITTER LAND COMPANY, AND 18.3 FEET SW OF
 GX3446'36-INCH CHESTNUT OAK.
 GX3446
 GX3446                          STATION RECOVERY (1963)
 GX3446
 GX3446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DWR)
 GX3446'MULLENS FOUND IN GOOD CONDITION 20 FEET FROM 40 INCH CHESTNUT OAK.
 GX3446
 GX3446                          STATION RECOVERY (2003)
 GX3446
 GX3446'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX3446'BELIEVE DESTROYED FRESHLY BULLDOZED LOGGING ROAD OVER HIGHEST POINT OF
 GX3446'HILL. REFERENCE POINTS NOT LOOKED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2202 ***********************************************************************
 HY2202  DESIGNATION -  MURPHY
 HY2202  PID         -  HY2202
 HY2202  STATE/COUNTY-  WV/MASON
 HY2202  USGS QUAD   -  GALLIPOLIS (1983)
 HY2202
 HY2202                         *CURRENT SURVEY CONTROL
 HY2202  ___________________________________________________________________
 HY2202* NAD 83(1995)-  38 47 38.83566(N)    082 11 35.46333(W)     ADJUSTED  
 HY2202* NAVD 88     -       273.2    (meters)     896.     (feet)  VERTCON   
 HY2202  ___________________________________________________________________
 HY2202  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 HY2202  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HY2202
 HY2202  HORZ ORDER  -  FIRST
 HY2202
 HY2202.The horizontal coordinates were established by classical geodetic methods
 HY2202.and adjusted by the National Geodetic Survey in April 1998..
 HY2202
 HY2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2202
 HY2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2202
 HY2202.The geoid height was determined by GEOID03.
 HY2202
 HY2202;                    North         East     Units Scale Factor Converg.
 HY2202;SPC WV S     -   199,800.655   496,344.578   MT  0.99998221   -0 44 15.4
 HY2202;SPC OH S     -    88,203.917   626,654.840   MT  0.99998860   +0 11 40.9
 HY2202;UTM  17      - 4,294,606.415   396,379.707   MT  0.99973222   -0 44 51.4
 HY2202
 HY2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2202!SPC WV S     -   0.99996242  x   0.99998221  =   0.99994463
 HY2202!SPC OH S     -   0.99996242  x   0.99998860  =   0.99995102
 HY2202!UTM  17      -   0.99996242  x   0.99973222  =   0.99969465
 HY2202
 HY2202:                Primary Azimuth Mark                     Grid Az
 HY2202:SPC WV S     -  KYGER CREEK POWER PLANT STK              023 30 58.6
 HY2202:SPC OH S     -  KYGER CREEK POWER PLANT STK              022 35 02.3
 HY2202:UTM  17      -  KYGER CREEK POWER PLANT STK              023 31 34.6
 HY2202
 HY2202|---------------------------------------------------------------------|
 HY2202| PID    Reference Object                     Distance      Geod. Az  |
 HY2202|                                                           dddmmss.s |
 HY2202| HY2211 KYGER CREEK POWER PLANT STK         APPROX.14.5 KM 0224643.2 |
 HY2202| HY2207 MURPHY AZ MK 1976 A PT              236.839 METERS 09138     |
 HY2202| HY2208 MURPHY AZ MK 1976                   230.049 METERS 09300     |
 HY2202| DB9804 MURPHY RM 1                          33.434 METERS 22628     |
 HY2202| HY2205 GALLIPOLIS TEL CO MICROWAVE         APPROX. 3.5 KM 2891404.0 |
 HY2202| HY2204 GALLIPOLIS OH POLICE MAST           APPROX. 2.4 KM 2944025.1 |
 HY2202| HY2206 GALLIPOLIS MEDICAL RAD MAST         APPROX. 7.2 KM 3264704.0 |
 HY2202| DB9805 MURPHY RM 2                          38.320 METERS 34447     |
 HY2202|---------------------------------------------------------------------|
 HY2202
 HY2202                          SUPERSEDED SURVEY CONTROL
 HY2202
 HY2202  NAD 83(1995)-  38 47 38.84049(N)    082 11 35.46983(W) AD(       ) 1
 HY2202  NAD 83(1986)-  38 47 38.84470(N)    082 11 35.46942(W) AD(       ) 1
 HY2202  NAD 27      -  38 47 38.55183(N)    082 11 35.94384(W) AD(       ) 1
 HY2202  NGVD 29 (07/19/86)  273.4    (m)          897.     (f) VERT ANG       
 HY2202
 HY2202.Superseded values are not recommended for survey control.
 HY2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2202.See file dsdata.txt to determine how the superseded data were derived.
 HY2202
 HY2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9638094606(NAD 83)
 HY2202_MARKER: DD = SURVEY DISK
 HY2202_SETTING: 0 = UNSPECIFIED SETTING
 HY2202
 HY2202  HISTORY     - Date     Condition        Report By
 HY2202  HISTORY     - 1976     MONUMENTED       NGS
 HY2202
 HY2202                          STATION DESCRIPTION
 HY2202
 HY2202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2202'THE STATION IS ABOUT 1-1/2 MILES EAST-SOUTHEAST OF GALLIPOLIS,
 HY2202'3-1/2 MILES SOUTHWEST OF POINT PLEASANT, ON A RIDGE OVERLOOKING
 HY2202'THE OHIO RIVER TO THE WEST AND ON PROPERTY OWNED BY MR. JOHN E.
 HY2202'GILLS WHO RESIDES AT 100 SECOND STREET, GALLIPOLIS, OHIO.
 HY2202'
 HY2202'TO REACH THE STATION FROM WHERE U.S.HIGHWAY 35 PASSES OVER STATE
 HY2202'HIGHWAY 2 AT POINT PLEASANT, GO SOUTH ON HIGHWAY 2 FOR 2.3 MILES
 HY2202'TO A SIDE ROAD LEFT.  CONTINUE SOUTH FOR 0.8 MILE TO DRIVEWAYS
 HY2202'ON EITHER SIDE OF THE ROAD.  CONTINUE SOUTH FOR 0.1 MILE TO
 HY2202'ANOTHER SET OF DRIVEWAYS.  TURN LEFT, CROSS A RAILROAD TRACK, AND
 HY2202'GO EAST FOR 0.1 MILE TO A FORK.  KEEP RIGHT FORK TO A GATE.
 HY2202'PASS THROUGH THE GATE AND CONTINUE EAST FOR ABOUT 100 FEET TO A
 HY2202'FORK.  TAKE THE RIGHT FORK AND GO SOUTHEAST ON A TRACK ROAD FOR
 HY2202'0.1 MILE TO A GATE.  PASS THROUGH THE GATE, AND CONTINUE
 HY2202'SOUTHEAST UP THE THE NORTH SLOPE OF A HILL, ON THE TRACK ROAD,
 HY2202'FOR 0.15 MILE TO A T-ROAD.  TURN SHARP RIGHT AND GO WEST, THEN
 HY2202'SOUTHEAST, ON THE TRACK ROAD ON TOP THE RIDGE FOR 0.25 MILE
 HY2202'TO THE TOP OF THE HILL AND THE STATION.
 HY2202'
 HY2202'THE STATION MARK IS A STANDARD DISK, STAMPED---MURPHY 1976---, BRAZED
 HY2202'TO THE TOP OF A 2-INCH PIPE THAT PROJECTS 5 INCHES.  THE PIPE IS
 HY2202'ABOUT 3 FEET LONG AND SET IN CONCRETE.  THERE IS NO UNDER GROUND
 HY2202'MARK.  THERE WERE NO PROMINENT OBJECTS TO MEASURE FROM.
 HY2202'
 HY2202'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---MURPHY NO 1 1976---,
 HY2202'CEMENTED IN A DRILL HOLE IN BEDROCK THAT HAS AN EXPOSED SURFACE
 HY2202'OF ABOUT 3 BY 5 FEET AND IS FLUSH.  THE MARK IS ON THE NORTH EDGE
 HY2202'OF THE RIDGE RUNNING SOUTHWEST AWAY FROM THE STATION AND IS ABOUT
 HY2202'10 FEET LOWER IN ELEVATION THAN THE STATION.
 HY2202'
 HY2202'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---MURPHY NO 2 1976---,
 HY2202'CEMENTED IN A DRILL HOLE IN BEDROCK THAT HAS AN EXPOSED SURFACE
 HY2202'OF 3 BY 3 FEET AND PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK
 HY2202'IS ON THE CENTER OF THE RIDGE RUNNING NORTH FROM THE STATION AND
 HY2202'IS ABOUT 10 FEET LOWER THAN THE STATION.
 HY2202'
 HY2202'AZIMUTH MARK IS A STANDARD DISK, STAMPED---MURPHY AZ 1976---,
 HY2202'CEMENTED IN A DRILL HOLE IN BEDROCK THAT HAS AN EXPOSED SURFACE
 HY2202'OF 1 BY 1 FOOT THAT IS FLUSH.  THE MARK IS ON THE CENTER OF THE
 HY2202'RIDGE RUNNING GENERALLY EAST FROM THE STATION.  IT IS 244 FEET
 HY2202'EAST-NORTHEAST OF A 2-FOOT IN DIAMETER TREE AND 64 FEET SOUTHWEST
 HY2202'OF A 1-FOOT IN DIAMETER TREE.
 HY2202'
 HY2202'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE RIDGE
 HY2202'RUNNING SOUTH AND EAST FROM THE STATION FOR 0.2 MILE TO THE MARK.
 HY2202'
 HY2202'NO MEASUREMENTS BETWEEN REFERENCE MARKS DUE TO TERRAIN.
 HY2202'A FOUR WHEEL DRIVE VEHICLE IS NEEDED.
 HY2202'HEIGHT OF LIGHT ABOVE MARK IS 26.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2208 ***********************************************************************
 HY2208  DESIGNATION -  MURPHY AZ MK 1976
 HY2208  PID         -  HY2208
 HY2208  STATE/COUNTY-  WV/MASON
 HY2208  USGS QUAD   -  GALLIPOLIS (1983)
 HY2208
 HY2208                         *CURRENT SURVEY CONTROL
 HY2208  ___________________________________________________________________
 HY2208* NAD 83(1995)-  38 47 38.44616(N)    082 11 25.94357(W)     ADJUSTED  
 HY2208* NAVD 88     -       268.2    (meters)     880.     (feet)  VERTCON   
 HY2208  ___________________________________________________________________
 HY2208  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 HY2208  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HY2208
 HY2208  HORZ ORDER  -  SECOND
 HY2208
 HY2208.The horizontal coordinates were established by classical geodetic methods
 HY2208.and adjusted by the National Geodetic Survey in April 1998..
 HY2208
 HY2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2208
 HY2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2208
 HY2208.The geoid height was determined by GEOID03.
 HY2208
 HY2208;                    North         East     Units Scale Factor Converg.
 HY2208;SPC WV S     -   199,785.692   496,574.136   MT  0.99998219   -0 44 09.6
 HY2208;SPC OH S     -    88,192.690   626,884.613   MT  0.99998862   +0 11 46.9
 HY2208;UTM  17      - 4,294,591.415   396,609.205   MT  0.99973163   -0 44 45.5
 HY2208
 HY2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2208!SPC WV S     -   0.99996320  x   0.99998219  =   0.99994539
 HY2208!SPC OH S     -   0.99996320  x   0.99998862  =   0.99995182
 HY2208!UTM  17      -   0.99996320  x   0.99973163  =   0.99969484
 HY2208
 HY2208|---------------------------------------------------------------------|
 HY2208| PID    Reference Object                     Distance      Geod. Az  |
 HY2208|                                                           dddmmss.s |
 HY2208| HY2207 MURPHY AZ MK 1976 A PT                8.776 METERS 05259     |
 HY2208| HY2202 MURPHY                              230.049 METERS 27300     |
 HY2208| HY2205 GALLIPOLIS TEL CO MICROWAVE         APPROX. 3.7 KM 2881500.5 |
 HY2208| HY2204 GALLIPOLIS OH POLICE MAST           APPROX. 2.6 KM 2924928.4 |
 HY2208|---------------------------------------------------------------------|
 HY2208
 HY2208                          SUPERSEDED SURVEY CONTROL
 HY2208
 HY2208  NAD 83(1995)-  38 47 38.45101(N)    082 11 25.95007(W) AD(       ) 2
 HY2208  NAD 83(1986)-  38 47 38.45517(N)    082 11 25.94974(W) AD(       ) 2
 HY2208  NAD 27      -  38 47 38.16230(N)    082 11 26.42439(W) AD(       ) 2
 HY2208  NGVD 29 (07/19/86)  268.4    (m)          881.     (f) VERT ANG       
 HY2208
 HY2208.Superseded values are not recommended for survey control.
 HY2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2208.See file dsdata.txt to determine how the superseded data were derived.
 HY2208
 HY2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9660994591(NAD 83)
 HY2208_MARKER: DD = SURVEY DISK
 HY2208_SETTING: 66 = SET IN ROCK OUTCROP
 HY2208_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HY2208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2208+STABILITY: POSITION/ELEVATION WELL
 HY2208
 HY2208  HISTORY     - Date     Condition        Report By
 HY2208  HISTORY     - 1976     MONUMENTED       NGS
 HY2208
 HY2208                          STATION DESCRIPTION
 HY2208
 HY2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2208'AN EDM TRAVERSE TIE WAS MADE FROM MURPHY 1976.  SEE
 HY2208'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1959 ***********************************************************************
 JX1959  DESIGNATION -  MUSSER
 JX1959  PID         -  JX1959
 JX1959  STATE/COUNTY-  WV/RITCHIE
 JX1959  USGS QUAD   -  PULLMAN (1976)
 JX1959
 JX1959                         *CURRENT SURVEY CONTROL
 JX1959  ___________________________________________________________________
 JX1959* NAD 83(1995)-  39 13 19.51589(N)    080 53 23.92014(W)     ADJUSTED  
 JX1959* NAVD 88     -       415.4    (meters)    1363.     (feet)  VERTCON   
 JX1959  ___________________________________________________________________
 JX1959  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 JX1959  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JX1959
 JX1959  HORZ ORDER  -  FIRST
 JX1959
 JX1959.The horizontal coordinates were established by classical geodetic methods
 JX1959.and adjusted by the National Geodetic Survey in April 1998..
 JX1959
 JX1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1959
 JX1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1959
 JX1959.The geoid height was determined by GEOID03.
 JX1959
 JX1959;                    North         East     Units Scale Factor Converg.
 JX1959;SPC WV N     -    81,092.392   479,977.478   MT  0.99996544   -0 53 11.4
 JX1959;UTM  17      - 4,341,428.136   509,497.160   MT  0.99960111   +0 04 10.5
 JX1959
 JX1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1959!SPC WV N     -   0.99994005  x   0.99996544  =   0.99990550
 JX1959!UTM  17      -   0.99994005  x   0.99960111  =   0.99954119
 JX1959
 JX1959|---------------------------------------------------------------------|
 JX1959| PID    Reference Object                     Distance      Geod. Az  |
 JX1959|                                                           dddmmss.s |
 JX1959| CX4276 MUSSER RM 1                          15.852 METERS 00938     |
 JX1959| CX4275 MUSSER AZ MK                                       1473653.8 |
 JX1959| JX1958 MC DOUGAL USGS 1944                  21.278 METERS 21524     |
 JX1959|---------------------------------------------------------------------|
 JX1959
 JX1959                          SUPERSEDED SURVEY CONTROL
 JX1959
 JX1959  NAD 83(1986)-  39 13 19.52081(N)    080 53 23.92841(W) AD(       ) 1
 JX1959  NAD 27      -  39 13 19.22320(N)    080 53 24.53920(W) AD(       ) 1
 JX1959  NGVD 29 (07/19/86)  415.6    (m)         1364.     (f) VERT ANG       
 JX1959
 JX1959.Superseded values are not recommended for survey control.
 JX1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1959.See file dsdata.txt to determine how the superseded data were derived.
 JX1959
 JX1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0949741428(NAD 83)
 JX1959_MARKER: DS = TRIANGULATION STATION DISK
 JX1959_SETTING: 0 = UNSPECIFIED SETTING
 JX1959
 JX1959  HISTORY     - Date     Condition        Report By
 JX1959  HISTORY     - 1944     MONUMENTED       CGS
 JX1959  HISTORY     - 1956     GOOD             CGS
 JX1959
 JX1959                          STATION DESCRIPTION
 JX1959
 JX1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1959'STATION IS LOCATED
 JX1959'ABOUT 8 MILES SE
 JX1959'OF THE VILLAGE OF GREENWOOD, ON U.S. HIGHWAY
 JX1959'50.  THE MARK IS SITUATED AT THE W
 JX1959'EDGE OF A CLEARED PASTURE
 JX1959'KNOLL.  THE KNOLL IS COVERED WITH YOUNG TREES ON THE
 JX1959'W SLOPE.  THE
 JX1959'STATION MARK IS 6.5 FEET E OF A N-S FENCELINE AND 4 FEET SW OF A
 JX1959'WOODEN WITNESS
 JX1959'POST.  THE DISK IS STAMPED MUSSER 1944 AND PROJECTS
 JX1959'ABOUT 6 INCHES ABOVE THE GROUND.
 JX1959'
 JX1959'SURFACE, UNDERGROUND, REFERENCE MARK 1, AND AZIMUTH MARK
 JX1959'ARE BRONZE DISKS
 JX1959'SET IN CONCRETE.
 JX1959'
 JX1959'REFERENCE MARK 1 IS 52.08 FEET NNE OF THE STATION AND 2 FEET
 JX1959'E OF THE N-S
 JX1959'FENCELINE.  IT IS STAMPED MUSSER NO 1 1944.
 JX1959'
 JX1959'MCDOUGAL (U.S.G.S.) WAS USED AS REFERENCE MARK 2.  IT IS
 JX1959'69.80 FEET SW OF
 JX1959'THE STATION AND 7 FEET W OF THE N-S FENCELINE.
 JX1959'THE DISK IS A U.S. GEOLOGICAL
 JX1959'SURVEY STANDARD DISK SET IN A 36-BY
 JX1959'8- BY 8-INCH SANDSTONE POST WHICH PROJECTS ABOUT
 JX1959'3 INCHES ABOVE
 JX1959'THE GROUND.  NO STAMPING APPEARS ON THE DISK.
 JX1959'
 JX1959'AZIMUTH MARK IS SE OF THE STATION, ON A LOW BARE HILL, 39
 JX1959'FEET N OF A RAIL
 JX1959'FENCE, AND 19 FEET S OF THE N RIM AT THE HIGHEST
 JX1959'POINT OF THE HILL.  IT IS STAMPED
 JX1959'MUSSER 1944.
 JX1959'
 JX1959'TO REACH THE STATION FROM A CONCRETE CULVERT ON U.S. HIGHWAY
 JX1959'50 IN THE CENTER
 JX1959'OF THE VILLAGE OF GREENWOOD, GO E ON HIGHWAY 50
 JX1959'FOR 3.3 MILES TO A MACADAM T-ROAD
 JX1959'RIGHT AT A SIGN OXFORD 7.
 JX1959'TURN RIGHT AND GO 2.0 MILES TO A FORK, TAKE THE
 JX1959'RIGHT FORK (DIRT)
 JX1959'AND GO 1.05 MILES TO A T-INTERSECTION.  TURN LEFT AND GO 1.0 MILE
 JX1959'TO A ROAD
 JX1959'FORKS, TAKE THE RIGHT FORK AND GO 0.25 MILE TO A BOARD
 JX1959'GATE.  PASS THROUGH THE GATE
 JX1959'AND GO TO THE FARMHOUSE OF HAL PRIMS.
 JX1959'CONTINUE ON THE FARM ROAD THROUGH THE BOTTOM
 JX1959'LAND, PASSING THROUGH
 JX1959'TWO BOARD GATES, FOR 0.7 MILE TO AN OLD LOG HOUSE ON THE RIGHT.
 JX1959'TURN LEFT
 JX1959'AND GO 0.15 MILE TO ANOTHER BOARD GATE, PASS THROUGH
 JX1959'THE GATE AND GO ABOUT 0.3
 JX1959'MILE TO ANOTHER GATE, TURN RIGHT BEFORE
 JX1959'ENTERING GATE AND GO 0.15 MILE UP A STEEP
 JX1959'HILL TO THE AZIMUTH
 JX1959'MARK ON THE RIGHT.  THIS IS THE END OF TRUCK TRAVEL.  (IN
 JX1959'WET
 JX1959'WEATHER THE LOG CABIN MENTIONED ABOVE WOULD BE THE END OF TRUCK
 JX1959'TRAVEL.) FROM THE
 JX1959'AZIMUTH MARK PACK W ALONG A RAIL FENCE FOR
 JX1959'ABOUT 0.15 MILE TO A FENCE CORNER.
 JX1959'TURN RIGHT AND FOLLOW N ALONG
 JX1959'THE E SIDE OF WIRE FENCE FOR ABOUT 0.2 MILE TO THE
 JX1959'STATION.
 JX1959'
 JX1959'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 JX1959
 JX1959                          STATION RECOVERY (1956)
 JX1959
 JX1959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX1959'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 JX1959'GOOD CONDITION EXCEPT THE DISK WAS
 JX1959'LOOSE IN THE SANDSTONE POST OF MCDOUGAL (USGS), SO IT WAS REINFORCED
 JX1959'WITH CONCRETE.  A DIFFERENCE WAS
 JX1959'FOUND IN THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS.
 JX1959'TWO SETS OF OBSERVATIONS WERE TAKEN AND THE
 JX1959'RESULTS MEANED.  THE DIRECTION TO THE AZIMUTH
 JX1959'MARK CHECKED.  ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THAT IT
 JX1959'IS POSSIBLE TO DRIVE A FOUR WHEEL
 JX1959'DRIVE TO STATION.
 JX1959'
 JX1959'NOTE- THIS STATION WAS DESCRIBED AS BEING IN DODDRIDGE COUNTY IN
 JX1959'1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0266 ***********************************************************************
 JX0266  DESIGNATION -  N
 JX0266  PID         -  JX0266
 JX0266  STATE/COUNTY-  WV/DODDRIDGE
 JX0266  USGS QUAD   -  WEST UNION (1987)
 JX0266
 JX0266                         *CURRENT SURVEY CONTROL
 JX0266  ___________________________________________________________________
 JX0266* NAD 83(1986)-  39 17 29.     (N)    080 46 19.     (W)     SCALED    
 JX0266* NAVD 88     -       245.087  (meters)     804.09   (feet)  ADJUSTED  
 JX0266  ___________________________________________________________________
 JX0266  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JX0266  DYNAMIC HT  -         244.936 (meters)     803.59  (feet)  COMP
 JX0266  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 JX0266
 JX0266  VERT ORDER  -  FIRST     CLASS II
 JX0266
 JX0266.The horizontal coordinates were scaled from a topographic map and have
 JX0266.an estimated accuracy of +/- 6 seconds.
 JX0266
 JX0266.The orthometric height was determined by differential leveling
 JX0266.and adjusted by the National Geodetic Survey in June 1991..
 JX0266.WARNING-Repeat measurements at this control monument indicate possible
 JX0266.vertical movement.
 JX0266
 JX0266.The geoid height was determined by GEOID03.
 JX0266
 JX0266.The dynamic height is computed by dividing the NAVD 88
 JX0266.geopotential number by the normal gravity value computed on the
 JX0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0266.degrees latitude (g = 980.6199 gals.).
 JX0266
 JX0266.The modeled gravity was interpolated from observed gravity values.
 JX0266
 JX0266;                    North         East    Units  Estimated Accuracy
 JX0266;SPC WV N     -    88,630.      490,280.      MT  (+/- 180 meters Scaled)
 JX0266
 JX0266                          SUPERSEDED SURVEY CONTROL
 JX0266
 JX0266  NGVD 29 (??/??/92)  245.243  (m)          804.60   (f) ADJ UNCH    1 2
 JX0266
 JX0266.Superseded values are not recommended for survey control.
 JX0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0266.See file dsdata.txt to determine how the superseded data were derived.
 JX0266
 JX0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND196491(NAD 83)
 JX0266_MARKER: Q = CHISELED SQUARE
 JX0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0266_SP_SET: BRIDGE
 JX0266_MARK LOGO: NONE  
 JX0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0266
 JX0266  HISTORY     - Date     Condition        Report By
 JX0266  HISTORY     - UNK      MONUMENTED       CGS
 JX0266  HISTORY     - 1957     GOOD             NGS
 JX0266  HISTORY     - 1983     GOOD             NGS
 JX0266
 JX0266                          STATION DESCRIPTION
 JX0266
 JX0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0266'0.3 MI SE FROM WEST UNION.
 JX0266'ABOUT 0.3 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0266'FROM THE STATION AT WEST UNION, AT RAILROAD BRIDGE NO. 23 OVER
 JX0266'MIDDLE ISLAND CREEK, IN THE TOP OF THE WING WALL OF THE NORTHWEST
 JX0266'ABUTMENT OF BRIDGE, 14 FEET SOUTHWEST OF SOUTHWEST RAIL, 2 3/4 FEET
 JX0266'NORTHWEST OF NORTHWEST SIDE OF CONCRETE CAP STONE, 1 FOOT NORTHEAST
 JX0266'OF SOUTHWEST SIDE OF WING WALL AND IS THE BOTTOM SURFACE OF A
 JX0266'1-INCH SQUARE HOLE SURROUNDED BY THE LETTERS N BM USC AND GS 1878
 JX0266'CHISELED AROUND HOLE AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
 JX0266
 JX0266                          STATION RECOVERY (1983)
 JX0266
 JX0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0266'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN WEST UNION,
 JX0266'IN THE SOUTHWEST ABUTMENT OF A RAILROAD BRIDGE OVER STATE HIGHWAY 18
 JX0266'AND MIDDLE ISLAND CREEK, IN THE SOUTHEAST PART OF THE CITY, IT IS A
 JX0266'1-INCH SQUARE HOLE SURROUNDED BY THE LETTERS (N BM USCGS 1878),
 JX0266'4.2 METERS (14.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 0.30 METER
 JX0266'(1.0 FT) NORTHEAST OF THE SOUTHWEST SIDE OF A WINGWALL.
 JX0266'THE MARK IS 0.91 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2922 ***********************************************************************
 JV2922  DESIGNATION -  N 1
 JV2922  PID         -  JV2922
 JV2922  STATE/COUNTY-  WV/JEFFERSON
 JV2922  USGS QUAD   -  CHARLES TOWN (1988)
 JV2922
 JV2922                         *CURRENT SURVEY CONTROL
 JV2922  ___________________________________________________________________
 JV2922* NAD 83(1986)-  39 19 59.     (N)    077 45 15.     (W)     SCALED    
 JV2922* NAVD 88     -        95.163  (meters)     312.21   (feet)  ADJUSTED  
 JV2922  ___________________________________________________________________
 JV2922  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JV2922  DYNAMIC HT  -          95.107 (meters)     312.03  (feet)  COMP
 JV2922  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 JV2922
 JV2922  VERT ORDER  -  FIRST     CLASS II
 JV2922
 JV2922.The horizontal coordinates were scaled from a topographic map and have
 JV2922.an estimated accuracy of +/- 6 seconds.
 JV2922
 JV2922.The orthometric height was determined by differential leveling
 JV2922.and adjusted by the National Geodetic Survey in June 1991..
 JV2922
 JV2922.The geoid height was determined by GEOID03.
 JV2922
 JV2922.The dynamic height is computed by dividing the NAVD 88
 JV2922.geopotential number by the normal gravity value computed on the
 JV2922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2922.degrees latitude (g = 980.6199 gals.).
 JV2922
 JV2922.The modeled gravity was interpolated from observed gravity values.
 JV2922
 JV2922;                    North         East    Units  Estimated Accuracy
 JV2922;SPC WV N     -    93,950.      750,510.      MT  (+/- 180 meters Scaled)
 JV2922
 JV2922                          SUPERSEDED SURVEY CONTROL
 JV2922
 JV2922  NGVD 29 (??/??/??)   95.342  (m)          312.80   (f) ADJUSTED    1 2
 JV2922
 JV2922.Superseded values are not recommended for survey control.
 JV2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2922.See file dsdata.txt to determine how the superseded data were derived.
 JV2922
 JV2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ626573(NAD 83)
 JV2922_MARKER: DB = BENCH MARK DISK
 JV2922_SETTING: 66 = SET IN ROCK OUTCROP
 JV2922_SP_SET: ROCK CUT
 JV2922_STAMPING: 312.801 N 1 1929
 JV2922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV2922+STABILITY: POSITION/ELEVATION WELL
 JV2922
 JV2922  HISTORY     - Date     Condition        Report By
 JV2922  HISTORY     - 1929     MONUMENTED       CGS
 JV2922  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 JV2922
 JV2922                          STATION DESCRIPTION
 JV2922
 JV2922'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JV2922'1.5 MI W FROM HARPERS FERRY.
 JV2922'1.5 MILES WEST ALONG THE MAIN LINE OF THE BALTIMORE AND OHIO
 JV2922'RAILROAD FROM THE STATION AT HARPERS FERRY, JEFFERSON COUNTY,
 JV2922'111.4 FEET EAST OF MILEPOST B 83, AT THE WEST END OF A ROCK CUT,
 JV2922'11.5 FEET NORTH OF THE CENTERLINE OF THE WEST-BOUND TRACK, AND
 JV2922'2 FEET HIGHER THAN THE RAIL, IN A NATURAL PROJECTION OF ROCK.  A
 JV2922'STANDARD DISK, STAMPED 312.801 N 1 1929.
 JV2922
 JV2922                          STATION RECOVERY (1976)
 JV2922
 JV2922'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JV2922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0140 ***********************************************************************
 HX0140  DESIGNATION -  N 10 RESET 1946
 HX0140  PID         -  HX0140
 HX0140  STATE/COUNTY-  WV/LEWIS
 HX0140  USGS QUAD   -  WALKERSVILLE (1976)
 HX0140
 HX0140                         *CURRENT SURVEY CONTROL
 HX0140  ___________________________________________________________________
 HX0140* NAD 83(1986)-  38 52 09.     (N)    080 27 31.     (W)     SCALED    
 HX0140* NAVD 88     -       331.727  (meters)    1088.34   (feet)  ADJUSTED  
 HX0140  ___________________________________________________________________
 HX0140  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HX0140  DYNAMIC HT  -         331.504 (meters)    1087.61  (feet)  COMP
 HX0140  MODELED GRAV-     979,946.5   (mgal)                       NAVD 88
 HX0140
 HX0140  VERT ORDER  -  SECOND    CLASS 0
 HX0140
 HX0140.The horizontal coordinates were scaled from a topographic map and have
 HX0140.an estimated accuracy of +/- 6 seconds.
 HX0140
 HX0140.The orthometric height was determined by differential leveling
 HX0140.and adjusted by the National Geodetic Survey in June 1991..
 HX0140
 HX0140.The geoid height was determined by GEOID03.
 HX0140
 HX0140.The dynamic height is computed by dividing the NAVD 88
 HX0140.geopotential number by the normal gravity value computed on the
 HX0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0140.degrees latitude (g = 980.6199 gals.).
 HX0140
 HX0140.The modeled gravity was interpolated from observed gravity values.
 HX0140
 HX0140;                    North         East    Units  Estimated Accuracy
 HX0140;SPC WV S     -   207,600.      646,980.      MT  (+/- 180 meters Scaled)
 HX0140
 HX0140                          SUPERSEDED SURVEY CONTROL
 HX0140
 HX0140  NGVD 29 (??/??/92)  331.918  (m)         1088.97   (f) ADJ UNCH    2 0
 HX0140
 HX0140.Superseded values are not recommended for survey control.
 HX0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0140.See file dsdata.txt to determine how the superseded data were derived.
 HX0140
 HX0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND469023(NAD 83)
 HX0140_MARKER: DB = BENCH MARK DISK
 HX0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0140_SP_SET: ABUTMENT
 HX0140_STAMPING: N 10 RESET 1946
 HX0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0140
 HX0140  HISTORY     - Date     Condition        Report By
 HX0140  HISTORY     - 1946     MONUMENTED       CGS
 HX0140  HISTORY     - 1962     GOOD             NGS
 HX0140
 HX0140                          STATION DESCRIPTION
 HX0140
 HX0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0140'AT WALKERSVILLE.
 HX0140'AT WALKERSVILLE, SET ON TOP OF THE NORTH END OF THE WEST CONCRETE
 HX0140'ABUTMENT OF RAILROAD BRIDGE 589, 222 FEET WEST OF THE SOUTHWEST
 HX0140'CORNER OF THE STATION, 8 FEET NORTH OF THE NORTH RAIL, AND
 HX0140'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1228 ***********************************************************************
 JX1228  DESIGNATION -  N 100
 JX1228  PID         -  JX1228
 JX1228  STATE/COUNTY-  WV/WOOD
 JX1228  USGS QUAD   -  LUBECK (1994)
 JX1228
 JX1228                         *CURRENT SURVEY CONTROL
 JX1228  ___________________________________________________________________
 JX1228* NAD 83(1986)-  39 08 03.     (N)    081 42 18.     (W)     SCALED    
 JX1228* NAVD 88     -       193.146  (meters)     633.68   (feet)  ADJUSTED  
 JX1228  ___________________________________________________________________
 JX1228  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JX1228  DYNAMIC HT  -         193.024 (meters)     633.28  (feet)  COMP
 JX1228  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 JX1228
 JX1228  VERT ORDER  -  SECOND    CLASS 0
 JX1228
 JX1228.The horizontal coordinates were scaled from a topographic map and have
 JX1228.an estimated accuracy of +/- 6 seconds.
 JX1228
 JX1228.The orthometric height was determined by differential leveling
 JX1228.and adjusted by the National Geodetic Survey in June 1991..
 JX1228
 JX1228.The geoid height was determined by GEOID03.
 JX1228
 JX1228.The dynamic height is computed by dividing the NAVD 88
 JX1228.geopotential number by the normal gravity value computed on the
 JX1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1228.degrees latitude (g = 980.6199 gals.).
 JX1228
 JX1228.The modeled gravity was interpolated from observed gravity values.
 JX1228
 JX1228;                    North         East    Units  Estimated Accuracy
 JX1228;SPC WV N     -    72,740.      409,370.      MT  (+/- 180 meters Scaled)
 JX1228
 JX1228                          SUPERSEDED SURVEY CONTROL
 JX1228
 JX1228  NGVD 29 (??/??/92)  193.322  (m)          634.26   (f) ADJ UNCH    2 0
 JX1228
 JX1228.Superseded values are not recommended for survey control.
 JX1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1228.See file dsdata.txt to determine how the superseded data were derived.
 JX1228
 JX1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD390319(NAD 83)
 JX1228_MARKER: DB = BENCH MARK DISK
 JX1228_SETTING: 66 = SET IN ROCK OUTCROP
 JX1228_SP_SET: ROCK OUTCROP
 JX1228_STAMPING: N 100 1956
 JX1228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1228+STABILITY: POSITION/ELEVATION WELL
 JX1228
 JX1228  HISTORY     - Date     Condition        Report By
 JX1228  HISTORY     - 1956     MONUMENTED       CGS
 JX1228  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1228  HISTORY     - 1984     MARK NOT FOUND   NGS
 JX1228
 JX1228                          STATION DESCRIPTION
 JX1228
 JX1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1228'1.8 MI E FROM BELLEVILLE.
 JX1228'1.85 MILES EAST ALONG A GRAVEL ROAD FROM THE BALTIMORE AND
 JX1228'OHIO RAILROAD STATION AND INTERSECTION OF STATE HIGHWAY 2 AT
 JX1228'BELLEVILLE, ABOUT 0.55 MILE WEST OF JUNCTION OF A ROAD NORTH,
 JX1228'IN THE TOP OF ROCK OUTCROP IN ROAD DITCH, 10 1/2 FEET NORTHEAST
 JX1228'OF CENTER LINE OF ROAD, 122 FEET SOUTH AND BELOW THE SOUTHWEST
 JX1228'CORNER OF L.E. EATON RESIDENCE WHICH IS LOCATED ON SLOPE OF
 JX1228'HILL, 38 FEET NORTHWEST OF CENTER LINE OF DRIVE TO ABOVE
 JX1228'HOUSE, 26 FEET NORTHWEST OF NORTHWEST END OF AN 8-INCH IRON
 JX1228'PIPE CULVERT UNDER DRIVE TO HOUSE, 2 FEET SOUTHWEST OF A 3/4-INCH
 JX1228'DRILL HOLE WITHIN A 3 1/2-INCH CHISELED CIRCLE WHICH IS ON A
 JX1228'SMALL ROCK SHELF AT BOTTOM OF HILL, AND ABOUT 1 FOOT BELOW
 JX1228'LEVEL OF ROAD.
 JX1228
 JX1228                          STATION RECOVERY (1976)
 JX1228
 JX1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1228'MARK NOT FOUND.
 JX1228
 JX1228                          STATION RECOVERY (1984)
 JX1228
 JX1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1234 ***********************************************************************
 JX1234  DESIGNATION -  N 101
 JX1234  PID         -  JX1234
 JX1234  STATE/COUNTY-  WV/WOOD
 JX1234  USGS QUAD   -  POND CREEK (1994)
 JX1234
 JX1234                         *CURRENT SURVEY CONTROL
 JX1234  ___________________________________________________________________
 JX1234* NAD 83(1986)-  39 06 08.     (N)    081 37 46.     (W)     SCALED    
 JX1234* NAVD 88     -       228.550  (meters)     749.83   (feet)  ADJUSTED  
 JX1234  ___________________________________________________________________
 JX1234  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JX1234  DYNAMIC HT  -         228.406 (meters)     749.36  (feet)  COMP
 JX1234  MODELED GRAV-     979,991.7   (mgal)                       NAVD 88
 JX1234
 JX1234  VERT ORDER  -  SECOND    CLASS 0
 JX1234
 JX1234.The horizontal coordinates were scaled from a topographic map and have
 JX1234.an estimated accuracy of +/- 6 seconds.
 JX1234
 JX1234.The orthometric height was determined by differential leveling
 JX1234.and adjusted by the National Geodetic Survey in June 1991..
 JX1234
 JX1234.The geoid height was determined by GEOID03.
 JX1234
 JX1234.The dynamic height is computed by dividing the NAVD 88
 JX1234.geopotential number by the normal gravity value computed on the
 JX1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1234.degrees latitude (g = 980.6199 gals.).
 JX1234
 JX1234.The modeled gravity was interpolated from observed gravity values.
 JX1234
 JX1234;                    North         East    Units  Estimated Accuracy
 JX1234;SPC WV N     -    69,040.      415,820.      MT  (+/- 180 meters Scaled)
 JX1234
 JX1234                          SUPERSEDED SURVEY CONTROL
 JX1234
 JX1234  NGVD 29 (??/??/92)  228.718  (m)          750.39   (f) ADJ UNCH    2 0
 JX1234
 JX1234.Superseded values are not recommended for survey control.
 JX1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1234.See file dsdata.txt to determine how the superseded data were derived.
 JX1234
 JX1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD455283(NAD 83)
 JX1234_MARKER: DB = BENCH MARK DISK
 JX1234_SETTING: 66 = SET IN ROCK OUTCROP
 JX1234_SP_SET: ROCK CUT
 JX1234_STAMPING: N 101 1956
 JX1234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1234+STABILITY: POSITION/ELEVATION WELL
 JX1234
 JX1234  HISTORY     - Date     Condition        Report By
 JX1234  HISTORY     - 1956     MONUMENTED       CGS
 JX1234  HISTORY     - 1976     GOOD             NGS
 JX1234
 JX1234                          STATION DESCRIPTION
 JX1234
 JX1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1234'5.7 MI NW FROM ROCKPORT.
 JX1234'5.7 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL
 JX1234'AND JUNCTION OF U.S. HIGHWAY 21 AT ROCKPORT, ABOUT 0.45 MILE
 JX1234'NORTHWEST OF LEE CREEK CHURCH OF THE NAZARENE, ABOUT 0.2 MILE
 JX1234'NORTH OF A SMALL GROCERY STORE, SET VERTICAL IN THE SOUTHWEST
 JX1234'FACE AND NEAR THE SOUTHEAST END OF A LONG DEEP BENCH ROCK CUT, 25
 JX1234'FEET NORTHEAST OF CENTER LINE OF ROAD, 2 1/2 FEET NORTHWEST OF
 JX1234'SOUTHEAST END OF ROCK CUT AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 JX1234
 JX1234                          STATION RECOVERY (1976)
 JX1234
 JX1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2673 ***********************************************************************
 HX2673  DESIGNATION -  N 102
 HX2673  PID         -  HX2673
 HX2673  STATE/COUNTY-  WV/JACKSON
 HX2673  USGS QUAD   -  LIVERPOOL (1975)
 HX2673
 HX2673                         *CURRENT SURVEY CONTROL
 HX2673  ___________________________________________________________________
 HX2673* NAD 83(1986)-  38 59 20.     (N)    081 32 26.     (W)     SCALED    
 HX2673* NAVD 88     -       246.783  (meters)     809.65   (feet)  ADJUSTED  
 HX2673  ___________________________________________________________________
 HX2673  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HX2673  DYNAMIC HT  -         246.626 (meters)     809.14  (feet)  COMP
 HX2673  MODELED GRAV-     979,982.6   (mgal)                       NAVD 88
 HX2673
 HX2673  VERT ORDER  -  SECOND    CLASS 0
 HX2673
 HX2673.The horizontal coordinates were scaled from a topographic map and have
 HX2673.an estimated accuracy of +/- 6 seconds.
 HX2673
 HX2673.The orthometric height was determined by differential leveling
 HX2673.and adjusted by the National Geodetic Survey in June 1991..
 HX2673
 HX2673.The geoid height was determined by GEOID03.
 HX2673
 HX2673.The dynamic height is computed by dividing the NAVD 88
 HX2673.geopotential number by the normal gravity value computed on the
 HX2673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2673.degrees latitude (g = 980.6199 gals.).
 HX2673
 HX2673.The modeled gravity was interpolated from observed gravity values.
 HX2673
 HX2673;                    North         East    Units  Estimated Accuracy
 HX2673;SPC WV S     -   220,890.      553,170.      MT  (+/- 180 meters Scaled)
 HX2673
 HX2673                          SUPERSEDED SURVEY CONTROL
 HX2673
 HX2673  NGVD 29 (??/??/92)  246.958  (m)          810.23   (f) ADJ UNCH    2 0
 HX2673
 HX2673.Superseded values are not recommended for survey control.
 HX2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2673.See file dsdata.txt to determine how the superseded data were derived.
 HX2673
 HX2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD531156(NAD 83)
 HX2673_MARKER: DB = BENCH MARK DISK
 HX2673_SETTING: 66 = SET IN ROCK OUTCROP
 HX2673_SP_SET: ROCK LEDGE
 HX2673_STAMPING: N 102 1956
 HX2673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2673+STABILITY: POSITION/ELEVATION WELL
 HX2673
 HX2673  HISTORY     - Date     Condition        Report By
 HX2673  HISTORY     - 1956     MONUMENTED       CGS
 HX2673  HISTORY     - 1976     GOOD             NGS
 HX2673
 HX2673                          STATION DESCRIPTION
 HX2673
 HX2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2673'5.2 MI NE FROM LOCKHART.
 HX2673'ABOUT 2.7 MILES NORTHEAST ALONG U.S. HIGHWAY 21 FROM BALDERSONS
 HX2673'STORE AT LOCKHART, THENCE ABOUT 1.2 MILES EAST ALONG A GRAVEL
 HX2673'ROAD, THENCE ABOUT 1.35 MILES NORTHEAST AND EAST ALONG A GRAVEL
 HX2673'ROAD, ABOUT 0.45 MILE WEST OF JUNCTION OF A NORTH-SOUTH ROAD
 HX2673'WHICH FOLLOWS THE JACKSON-WIRT COUNTY LINE, ON A GRADE DECENDING
 HX2673'WEST AND SOUTH 30 YARDS WEST OF THE TOP OF A LOW GRADE, SET
 HX2673'VERTICALLY IN FACE OF A ROCK LEDGE, 17 FEET NORTH-NORTHEAST OF
 HX2673'CENTER LINE OF ROAD, 242 FEET EAST AND ACROSS ROAD FROM EAST
 HX2673'CORNER OF A BARN, 20 FEET NORTHWEST OF SOUTHEAST END OF LEDGE
 HX2673'AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK MAY BE
 HX2673'REACHED FROM THE POST OFFICE AND ROAD JUNCTION AT WINDY, BY
 HX2673'GOING ABOUT 3.7 MILES SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT
 HX2673'0.45 MILE WEST ALONG A GRAVEL ROAD.
 HX2673
 HX2673                          STATION RECOVERY (1976)
 HX2673
 HX2673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0423 ***********************************************************************
 HY0423  DESIGNATION -  N 104
 HY0423  PID         -  HY0423
 HY0423  STATE/COUNTY-  WV/MASON
 HY0423  USGS QUAD   -  CHESHIRE (1989)
 HY0423
 HY0423                         *CURRENT SURVEY CONTROL
 HY0423  ___________________________________________________________________
 HY0423* NAD 83(1986)-  38 56 05.     (N)    082 06 20.     (W)     SCALED    
 HY0423* NAVD 88     -       172.506  (meters)     565.96   (feet)  ADJUSTED  
 HY0423  ___________________________________________________________________
 HY0423  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HY0423  DYNAMIC HT  -         172.398 (meters)     565.61  (feet)  COMP
 HY0423  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 HY0423
 HY0423  VERT ORDER  -  FIRST     CLASS II
 HY0423
 HY0423.The horizontal coordinates were scaled from a topographic map and have
 HY0423.an estimated accuracy of +/- 6 seconds.
 HY0423
 HY0423.The orthometric height was determined by differential leveling
 HY0423.and adjusted by the National Geodetic Survey in June 1991..
 HY0423.WARNING-Repeat measurements at this control monument indicate possible
 HY0423.vertical movement.
 HY0423
 HY0423.The geoid height was determined by GEOID03.
 HY0423
 HY0423.The dynamic height is computed by dividing the NAVD 88
 HY0423.geopotential number by the normal gravity value computed on the
 HY0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0423.degrees latitude (g = 980.6199 gals.).
 HY0423
 HY0423.The modeled gravity was interpolated from observed gravity values.
 HY0423
 HY0423;                    North         East    Units  Estimated Accuracy
 HY0423;SPC WV S     -   215,310.      504,140.      MT  (+/- 180 meters Scaled)
 HY0423
 HY0423                          SUPERSEDED SURVEY CONTROL
 HY0423
 HY0423  NGVD 29 (??/??/92)  172.808  (m)          566.95   (f) ADJ UNCH    1 2
 HY0423
 HY0423.Superseded values are not recommended for survey control.
 HY0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0423.See file dsdata.txt to determine how the superseded data were derived.
 HY0423
 HY0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD041101(NAD 83)
 HY0423_MARKER: DB = BENCH MARK DISK
 HY0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0423_STAMPING: N 104 1956
 HY0423_MARK LOGO: CGS   
 HY0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0423+STABILITY: SURFACE MOTION
 HY0423
 HY0423  HISTORY     - Date     Condition        Report By
 HY0423  HISTORY     - 1956     MONUMENTED       CGS
 HY0423  HISTORY     - 1984     GOOD             NGS
 HY0423
 HY0423                          STATION DESCRIPTION
 HY0423
 HY0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0423'2 MI S FROM LAKIN.
 HY0423'2.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HY0423'STATION AT LAKIN, AT CROSSING OF A NORTHWEST-SOUTHEAST PRIVATE
 HY0423'ROAD OF OHIO RIVER COMPANY, 26 FEET NORTHWEST OF NORTHWEST RAIL
 HY0423'OF MAIN TRACK, 32 FEET WEST OF CENTER OF CROSSING, 19 FEET
 HY0423'SOUTHWEST OF CENTER LINE OF ROAD, 44 1/2 FEET NORTHEAST OF
 HY0423'POWER POLE NO. AEP 55-8019/658 A 3, 39 FEET SOUTH-SOUTHEAST OF A
 HY0423'5/8-INCH BRASS PLUG IN THE TOP OF A CONCRETE FILLED 3-INCH IRON
 HY0423'PIPE (A PROPERTY MARKER OF OHIO RIVER COMPANY), 4 3/4 FEET
 HY0423'WEST-SOUTHWEST OF A 5/8-INCH BRASS PLUG IN TOP OF A CONCRETE
 HY0423'FILLED 3-INCH IRON PIPE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 HY0423'WITNESS POST PROJECTING 4 FEET, ABOUT 4 1/2 FEET BELOW LEVEL OF
 HY0423'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HY0423
 HY0423                          STATION RECOVERY (1984)
 HY0423
 HY0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0423'RECOVERED IN GOOD CONDITION, THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 HY0423'THE MILEAGE TO REACH IS NOW INADEQUATE AS THE RAILROAD STATION HAS
 HY0423'BEEN RAZED, CHANGE TO 11.6 KM (7.2 MI) NORTH ALONG STATE HIGHWAY 62
 HY0423'FROM CITY HALL IN POINT PLEASANT, THENCE 1.04 KM (0.65 MI) EAST ALONG
 HY0423'A PAVED ROAD TO THE MARK ON THE LEFT, AT THE CROSSING OF THE BALTIMORE
 HY0423'AND OHIO RAILROAD.
 HY0423'THE MARK IS 0.18 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2379 ***********************************************************************
 HX2379  DESIGNATION -  N 105
 HX2379  PID         -  HX2379
 HX2379  STATE/COUNTY-  WV/JACKSON
 HX2379  USGS QUAD   -  KENNA (1975)
 HX2379
 HX2379                         *CURRENT SURVEY CONTROL
 HX2379  ___________________________________________________________________
 HX2379* NAD 83(1986)-  38 41 23.     (N)    081 39 57.     (W)     SCALED    
 HX2379* NAVD 88     -       228.045  (meters)     748.18   (feet)  ADJUSTED  
 HX2379  ___________________________________________________________________
 HX2379  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HX2379  DYNAMIC HT  -         227.893 (meters)     747.68  (feet)  COMP
 HX2379  MODELED GRAV-     979,955.0   (mgal)                       NAVD 88
 HX2379
 HX2379  VERT ORDER  -  SECOND    CLASS 0
 HX2379
 HX2379.The horizontal coordinates were scaled from a topographic map and have
 HX2379.an estimated accuracy of +/- 6 seconds.
 HX2379
 HX2379.The orthometric height was determined by differential leveling
 HX2379.and adjusted by the National Geodetic Survey in June 1991..
 HX2379
 HX2379.The geoid height was determined by GEOID03.
 HX2379
 HX2379.The dynamic height is computed by dividing the NAVD 88
 HX2379.geopotential number by the normal gravity value computed on the
 HX2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2379.degrees latitude (g = 980.6199 gals.).
 HX2379
 HX2379.The modeled gravity was interpolated from observed gravity values.
 HX2379
 HX2379;                    North         East    Units  Estimated Accuracy
 HX2379;SPC WV S     -   187,750.      542,070.      MT  (+/- 180 meters Scaled)
 HX2379
 HX2379                          SUPERSEDED SURVEY CONTROL
 HX2379
 HX2379  NGVD 29 (??/??/92)  228.227  (m)          748.77   (f) ADJ UNCH    2 0
 HX2379
 HX2379.Superseded values are not recommended for survey control.
 HX2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2379.See file dsdata.txt to determine how the superseded data were derived.
 HX2379
 HX2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC420825(NAD 83)
 HX2379_MARKER: DB = BENCH MARK DISK
 HX2379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2379_SP_SET: ABUTMENT
 HX2379_STAMPING: N 105 1956
 HX2379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2379
 HX2379  HISTORY     - Date     Condition        Report By
 HX2379  HISTORY     - 1956     MONUMENTED       CGS
 HX2379
 HX2379                          STATION DESCRIPTION
 HX2379
 HX2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2379'1 MI N FROM KENNA.
 HX2379'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION OF
 HX2379'ROAD EAST TO KENTUCK AT KENNA, AT THE JUNCTION OF PLEASANT VALLEY
 HX2379'ROAD LEADING WEST, 27 1/2 FEET WEST OF CENTER LINE OF HIGHWAY,
 HX2379'10 FEET SOUTH OF CENTER LINE OF ROAD WEST, IN THE TOP OF THE
 HX2379'SOUTH END OF EAST CONCRETE ABUTMENT OF A 40-FOOT STEEL BRIDGE
 HX2379'OVER GRASSLICK CREEK ON ROAD WEST, 1.2 FEET SOUTH OF SOUTH EDGE
 HX2379'OF STEEL BRIDGE AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2375 ***********************************************************************
 HX2375  DESIGNATION -  N 106
 HX2375  PID         -  HX2375
 HX2375  STATE/COUNTY-  WV/JACKSON
 HX2375  USGS QUAD   -  KENNA (1975)
 HX2375
 HX2375                         *CURRENT SURVEY CONTROL
 HX2375  ___________________________________________________________________
 HX2375* NAD 83(1986)-  38 42 35.     (N)    081 41 01.     (W)     SCALED    
 HX2375* NAVD 88     -       240.728  (meters)     789.79   (feet)  ADJUSTED  
 HX2375  ___________________________________________________________________
 HX2375  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HX2375  DYNAMIC HT  -         240.568 (meters)     789.26  (feet)  COMP
 HX2375  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 HX2375
 HX2375  VERT ORDER  -  SECOND    CLASS 0
 HX2375
 HX2375.The horizontal coordinates were scaled from a topographic map and have
 HX2375.an estimated accuracy of +/- 6 seconds.
 HX2375
 HX2375.The orthometric height was determined by differential leveling
 HX2375.and adjusted by the National Geodetic Survey in June 1991..
 HX2375
 HX2375.The geoid height was determined by GEOID03.
 HX2375
 HX2375.The dynamic height is computed by dividing the NAVD 88
 HX2375.geopotential number by the normal gravity value computed on the
 HX2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2375.degrees latitude (g = 980.6199 gals.).
 HX2375
 HX2375.The modeled gravity was interpolated from observed gravity values.
 HX2375
 HX2375;                    North         East    Units  Estimated Accuracy
 HX2375;SPC WV S     -   189,980.      540,540.      MT  (+/- 180 meters Scaled)
 HX2375
 HX2375                          SUPERSEDED SURVEY CONTROL
 HX2375
 HX2375  NGVD 29 (??/??/92)  240.908  (m)          790.38   (f) ADJ UNCH    2 0
 HX2375
 HX2375.Superseded values are not recommended for survey control.
 HX2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2375.See file dsdata.txt to determine how the superseded data were derived.
 HX2375
 HX2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC405847(NAD 83)
 HX2375_MARKER: DB = BENCH MARK DISK
 HX2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2375_STAMPING: N 106 1956
 HX2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2375+STABILITY: SURFACE MOTION
 HX2375
 HX2375  HISTORY     - Date     Condition        Report By
 HX2375  HISTORY     - 1956     MONUMENTED       CGS
 HX2375
 HX2375                          STATION DESCRIPTION
 HX2375
 HX2375'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2375'3.8 MI SE FROM GIVEN.
 HX2375'ABOUT 3.75 MILES SOUTHEAST AND EAST ALONG A GRAVEL ROAD FROM
 HX2375'PARCHMENT CHAPEL AT GIVEN, ABOUT 0.6 MILE SOUTHWEST OF A WOODEN
 HX2375'DECK BRIDGE OVER SHAMELEN RUN, 224 FEET NORTHEAST OF A 50-INCH
 HX2375'PIPE CULVERT FOR SHAMBLEN RUN, BETWEEN ROAD AND CREEK, 13 FEET
 HX2375'NORTHWEST OF CENTER LINE OF ROAD, 1 FOOT SOUTHEAST OF A FENCE
 HX2375'LINE, 24 FEET NORTHEAST OF AN 18-INCH OAK TREE, 2 FEET SOUTHWEST
 HX2375'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN
 HX2375'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS
 HX2375'REACHED FROM KENNA, JACKSON COUNTY BY GOING ABOUT 3.3 MILES NORTH
 HX2375'ALONG U.S. HIGHWAY 21 FROM JUNCTION OF ROAD EAST TO KENTUCK,
 HX2375'THENCE ABOUT 1.0 MILE WEST AND SOUTHWEST ALONG A GRAVEL ROAD
 HX2375'LEADING TO GIVEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2473 ***********************************************************************
 HX2473  DESIGNATION -  N 107
 HX2473  PID         -  HX2473
 HX2473  STATE/COUNTY-  WV/JACKSON
 HX2473  USGS QUAD   -  GAY (1987)
 HX2473
 HX2473                         *CURRENT SURVEY CONTROL
 HX2473  ___________________________________________________________________
 HX2473* NAD 83(1986)-  38 47 09.     (N)    081 36 05.     (W)     SCALED    
 HX2473* NAVD 88     -       203.018  (meters)     666.07   (feet)  ADJUSTED  
 HX2473  ___________________________________________________________________
 HX2473  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HX2473  DYNAMIC HT  -         202.884 (meters)     665.63  (feet)  COMP
 HX2473  MODELED GRAV-     979,964.7   (mgal)                       NAVD 88
 HX2473
 HX2473  VERT ORDER  -  SECOND    CLASS 0
 HX2473
 HX2473.The horizontal coordinates were scaled from a topographic map and have
 HX2473.an estimated accuracy of +/- 6 seconds.
 HX2473
 HX2473.The orthometric height was determined by differential leveling
 HX2473.and adjusted by the National Geodetic Survey in June 1991..
 HX2473
 HX2473.The geoid height was determined by GEOID03.
 HX2473
 HX2473.The dynamic height is computed by dividing the NAVD 88
 HX2473.geopotential number by the normal gravity value computed on the
 HX2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2473.degrees latitude (g = 980.6199 gals.).
 HX2473
 HX2473.The modeled gravity was interpolated from observed gravity values.
 HX2473
 HX2473;                    North         East    Units  Estimated Accuracy
 HX2473;SPC WV S     -   198,380.      547,750.      MT  (+/- 180 meters Scaled)
 HX2473
 HX2473                          SUPERSEDED SURVEY CONTROL
 HX2473
 HX2473  NGVD 29 (??/??/92)  203.192  (m)          666.64   (f) ADJ UNCH    2 0
 HX2473
 HX2473.Superseded values are not recommended for survey control.
 HX2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2473.See file dsdata.txt to determine how the superseded data were derived.
 HX2473
 HX2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC477931(NAD 83)
 HX2473_MARKER: DB = BENCH MARK DISK
 HX2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2473_STAMPING: N 107 1956
 HX2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2473+STABILITY: SURFACE MOTION
 HX2473
 HX2473  HISTORY     - Date     Condition        Report By
 HX2473  HISTORY     - 1956     MONUMENTED       CGS
 HX2473
 HX2473                          STATION DESCRIPTION
 HX2473
 HX2473'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2473'7.8 MI SE FROM RIPLEY.
 HX2473'ABOUT 3.85 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX2473'AT RIPLEY, THENCE ABOUT 3.9 MILES SOUTHEAST ALONG A BLACK TOP
 HX2473'ROAD LEADING TO GAY, ABOUT 1.75 MILES NORTHWEST OF BRISCOE METHODIST
 HX2473'CHURCH, ABOUT 0.15 MILE NORTH OF JUNCTION OF A ROAD LEADING WEST,
 HX2473'ABOUT 110 YARDS SOUTH OF A DRIVE EAST TO DESEL CASTO FARM HOUSE,
 HX2473'25 FEET WEST OF CENTER LINE OF ROAD, ACROSS ROAD FROM A DEEP BENCH
 HX2473'CUT AND ABOUT 34 YARDS SOUTH OF ITS NORTH END, BETWEEN THE ROAD
 HX2473'AND A STEEP WOODED HILL DOWN TO A CREEK, 57 FEET NORTH OF AN
 HX2473'18-INCH WHITE OAK TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 HX2473'POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 HX2473'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2442 ***********************************************************************
 HX2442  DESIGNATION -  N 108
 HX2442  PID         -  HX2442
 HX2442  STATE/COUNTY-  WV/JACKSON
 HX2442  USGS QUAD   -  ELMWOOD (1975)
 HX2442
 HX2442                         *CURRENT SURVEY CONTROL
 HX2442  ___________________________________________________________________
 HX2442* NAD 83(1986)-  38 42 47.     (N)    081 47 03.     (W)     SCALED    
 HX2442* NAVD 88     -       216.991  (meters)     711.91   (feet)  ADJUSTED  
 HX2442  ___________________________________________________________________
 HX2442  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HX2442  DYNAMIC HT  -         216.847 (meters)     711.44  (feet)  COMP
 HX2442  MODELED GRAV-     979,959.6   (mgal)                       NAVD 88
 HX2442
 HX2442  VERT ORDER  -  SECOND    CLASS 0
 HX2442
 HX2442.The horizontal coordinates were scaled from a topographic map and have
 HX2442.an estimated accuracy of +/- 6 seconds.
 HX2442
 HX2442.The orthometric height was determined by differential leveling
 HX2442.and adjusted by the National Geodetic Survey in June 1991..
 HX2442
 HX2442.The geoid height was determined by GEOID03.
 HX2442
 HX2442.The dynamic height is computed by dividing the NAVD 88
 HX2442.geopotential number by the normal gravity value computed on the
 HX2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2442.degrees latitude (g = 980.6199 gals.).
 HX2442
 HX2442.The modeled gravity was interpolated from observed gravity values.
 HX2442
 HX2442;                    North         East    Units  Estimated Accuracy
 HX2442;SPC WV S     -   190,420.      531,800.      MT  (+/- 180 meters Scaled)
 HX2442
 HX2442                          SUPERSEDED SURVEY CONTROL
 HX2442
 HX2442  NGVD 29 (??/??/92)  217.176  (m)          712.52   (f) ADJ UNCH    2 0
 HX2442
 HX2442.Superseded values are not recommended for survey control.
 HX2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2442.See file dsdata.txt to determine how the superseded data were derived.
 HX2442
 HX2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC318852(NAD 83)
 HX2442_MARKER: DB = BENCH MARK DISK
 HX2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2442_STAMPING: N 108 1956
 HX2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2442+STABILITY: SURFACE MOTION
 HX2442
 HX2442  HISTORY     - Date     Condition        Report By
 HX2442  HISTORY     - 1956     MONUMENTED       CGS
 HX2442
 HX2442                          STATION DESCRIPTION
 HX2442
 HX2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2442'0.2 MI E FROM ROCKCASTLE.
 HX2442'ABOUT 0.25 MILE EAST ALONG A GRAVEL ROAD FOLLOWING THIRTEENMILE
 HX2442'CREEK FROM THE STORE AND GAS STATION AT ROCKCASTLE, ABOUT 0.25
 HX2442'MILE WEST OF A BRIDGE OVER A CREEK, ABOUT 0.2 MILE EAST OF
 HX2442'JUNCTION OF A ROAD LEADING SOUTHWEST TO MT. OLIVE EUB CHURCH,
 HX2442'19 FEET NORTH OF CENTER LINE OF ROAD AND ON THE INSIDE OF A
 HX2442'SLIGHT CURVE IN ROAD, 1 FOOT SOUTH OF A FENCE LINE, 72 FEET WEST
 HX2442'OF CENTER OF JUNCTION OF A DIRT ROAD LEADING SOUTHEAST AND FORDING
 HX2442'THIRTEENMILE CREEK, 128 FEET EAST OF POWER LINE BRACE POLE NO.
 HX2442'48-7350/9 06-B 16, 135 FEET EAST-NORTHEAST AND ACROSS ROAD FROM
 HX2442'POWER POLE NO. 48-7350/9 06 B 15 WITH A TRANSFORMER, 2 1/2 FEET
 HX2442'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 HX2442'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HX2442'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0433 ***********************************************************************
 HY0433  DESIGNATION -  N 109
 HY0433  PID         -  HY0433
 HY0433  STATE/COUNTY-  WV/CABELL
 HY0433  USGS QUAD   -  BARBOURSVILLE (1985)
 HY0433
 HY0433                         *CURRENT SURVEY CONTROL
 HY0433  ___________________________________________________________________
 HY0433* NAD 83(1986)-  38 29 30.     (N)    082 18 04.     (W)     SCALED    
 HY0433* NAVD 88     -       170.506  (meters)     559.40   (feet)  ADJUSTED  
 HY0433  ___________________________________________________________________
 HY0433  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HY0433  DYNAMIC HT  -         170.393 (meters)     559.03  (feet)  COMP
 HY0433  MODELED GRAV-     979,961.2   (mgal)                       NAVD 88
 HY0433
 HY0433  VERT ORDER  -  FIRST     CLASS II
 HY0433
 HY0433.The horizontal coordinates were scaled from a topographic map and have
 HY0433.an estimated accuracy of +/- 6 seconds.
 HY0433
 HY0433.The orthometric height was determined by differential leveling
 HY0433.and adjusted by the National Geodetic Survey in June 1991..
 HY0433
 HY0433.The geoid height was determined by GEOID03.
 HY0433
 HY0433.The dynamic height is computed by dividing the NAVD 88
 HY0433.geopotential number by the normal gravity value computed on the
 HY0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0433.degrees latitude (g = 980.6199 gals.).
 HY0433
 HY0433.The modeled gravity was interpolated from observed gravity values.
 HY0433
 HY0433;                    North         East    Units  Estimated Accuracy
 HY0433;SPC WV S     -   166,360.      486,500.      MT  (+/- 180 meters Scaled)
 HY0433
 HY0433                          SUPERSEDED SURVEY CONTROL
 HY0433
 HY0433  NGVD 29 (??/??/92)  170.682  (m)          559.98   (f) ADJ UNCH    1 2
 HY0433
 HY0433.Superseded values are not recommended for survey control.
 HY0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0433.See file dsdata.txt to determine how the superseded data were derived.
 HY0433
 HY0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC865611(NAD 83)
 HY0433_MARKER: DB = BENCH MARK DISK
 HY0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0433_STAMPING: N 109 1956
 HY0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0433+STABILITY: SURFACE MOTION
 HY0433
 HY0433  HISTORY     - Date     Condition        Report By
 HY0433  HISTORY     - 1956     MONUMENTED       CGS
 HY0433  HISTORY     - 1957     GOOD             NGS
 HY0433  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0433
 HY0433                          STATION DESCRIPTION
 HY0433
 HY0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0433'1.4 MI S FROM LESAGE.
 HY0433'ABOUT 1.4 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0433'MC FANNS STORE AT LESAGE, 258 YARDS SOUTH OF MILE POST 204, 187
 HY0433'YARDS SOUTH OF A FIELD ROAD CROSSING, 26 FEET EAST OF EAST RAIL,
 HY0433'32 1/2 FEET WEST OF CENTER LINE OF STATE HIGHWAY 2 AND ON THE
 HY0433'OUTSIDE OF A CURVE IN HIGHWAY WITH TANGENTS EXTENDING NORTH AND
 HY0433'SOUTHEAST, 73 1/2 FEET SOUTHEAST AND ACROSS TRACK FROM TELEPHONE
 HY0433'POLE NO. 204+05, 110 FEET NORTHEAST AND ACROSS TRACK FROM
 HY0433'TELEPHONE POLE NO. 204+06, 80 1/2 FEET SOUTH OF TELEPHONE CABLE
 HY0433'POLE NO. 108-52, WEST AND ACROSS HIGHWAY FROM A WHITE FRAME
 HY0433'HOUSE AND ABOUT IN LINE WITH THE EXTENDED NORTH FACE OF HOUSE,
 HY0433'53 1/2 FEET WEST-SOUTHWEST AND ACROSS HIGHWAY FROM POWER POLE
 HY0433'NO. 110-25, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 HY0433'1 FOOT BELOW LEVEL OF HIGHWAY AND TRACK AND SET IN THE TOP OF A
 HY0433'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE NEW ROAD JUNCTIONS
 HY0433'AT THIS POINT, AND ACCORDING TO THE HIGHWAY ENGINEER, THE MARK
 HY0433'IS IN GOOD CONDITION, BUT IS COVERED BY APPROXIMATELY TWO FEET
 HY0433'OF FILL.
 HY0433
 HY0433                          STATION RECOVERY (1957)
 HY0433
 HY0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 HY0433'RECOVERED IN GOOD CONDITION.
 HY0433
 HY0433                          STATION RECOVERY (1984)
 HY0433
 HY0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0433'NOT RECOVERED, MARK BELIEVED COVERED BY TWO OR MORE FEET OF DIRT AS
 HY0433'THE ROAD WAS BUILT UP AT THE JUNCTION OF A SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1529 ***********************************************************************
 HX1529  DESIGNATION -  N 11
 HX1529  PID         -  HX1529
 HX1529  STATE/COUNTY-  WV/BRAXTON
 HX1529  USGS QUAD   -  STRANGE CREEK (1976)
 HX1529
 HX1529                         *CURRENT SURVEY CONTROL
 HX1529  ___________________________________________________________________
 HX1529* NAD 83(1986)-  38 33 58.     (N)    080 53 50.     (W)     SCALED    
 HX1529* NAVD 88     -       245.771  (meters)     806.33   (feet)  ADJUSTED  
 HX1529  ___________________________________________________________________
 HX1529  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HX1529  DYNAMIC HT  -         245.603 (meters)     805.78  (feet)  COMP
 HX1529  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 HX1529
 HX1529  VERT ORDER  -  SECOND    CLASS 0
 HX1529
 HX1529.The horizontal coordinates were scaled from a topographic map and have
 HX1529.an estimated accuracy of +/- 6 seconds.
 HX1529
 HX1529.The orthometric height was determined by differential leveling
 HX1529.and adjusted by the National Geodetic Survey in June 1991..
 HX1529
 HX1529.The geoid height was determined by GEOID03.
 HX1529
 HX1529.The dynamic height is computed by dividing the NAVD 88
 HX1529.geopotential number by the normal gravity value computed on the
 HX1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1529.degrees latitude (g = 980.6199 gals.).
 HX1529
 HX1529.The modeled gravity was interpolated from observed gravity values.
 HX1529
 HX1529;                    North         East    Units  Estimated Accuracy
 HX1529;SPC WV S     -   173,830.      608,960.      MT  (+/- 180 meters Scaled)
 HX1529
 HX1529                          SUPERSEDED SURVEY CONTROL
 HX1529
 HX1529  NGVD 29 (??/??/92)  245.954  (m)          806.93   (f) ADJ UNCH    2 0
 HX1529
 HX1529.Superseded values are not recommended for survey control.
 HX1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1529.See file dsdata.txt to determine how the superseded data were derived.
 HX1529
 HX1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC089686(NAD 83)
 HX1529_MARKER: DB = BENCH MARK DISK
 HX1529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1529_SP_SET: ABUTMENT
 HX1529_STAMPING: N 11 1933
 HX1529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1529
 HX1529  HISTORY     - Date     Condition        Report By
 HX1529  HISTORY     - 1933     MONUMENTED       CGS
 HX1529
 HX1529                          STATION DESCRIPTION
 HX1529
 HX1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1529'AT STRANGE CREEK.
 HX1529'AT STRANGE CREEK, BRAXTON COUNTY, 8 RAILS WEST OF THE BALTIMORE
 HX1529'AND OHIO RAILROAD STATION, AT BRIDGE 769 OVER STRANGE CREEK, IN
 HX1529'THE TOP OF THE SOUTH END OF THE EAST ABUTMENT, 8 FEET SOUTH OF THE
 HX1529'CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A
 HX1529'STANDARD DISK, STAMPED N 11 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2346 ***********************************************************************
 HX2346  DESIGNATION -  N 110
 HX2346  PID         -  HX2346
 HX2346  STATE/COUNTY-  WV/MASON
 HX2346  USGS QUAD   -  ROBERTSBURG (1987)
 HX2346
 HX2346                         *CURRENT SURVEY CONTROL
 HX2346  ___________________________________________________________________
 HX2346* NAD 83(1986)-  38 44 05.     (N)    081 55 19.     (W)     SCALED    
 HX2346* NAVD 88     -       188.397  (meters)     618.10   (feet)  ADJUSTED  
 HX2346  ___________________________________________________________________
 HX2346  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HX2346  DYNAMIC HT  -         188.273 (meters)     617.69  (feet)  COMP
 HX2346  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 HX2346
 HX2346  VERT ORDER  -  SECOND    CLASS 0
 HX2346
 HX2346.The horizontal coordinates were scaled from a topographic map and have
 HX2346.an estimated accuracy of +/- 6 seconds.
 HX2346
 HX2346.The orthometric height was determined by differential leveling
 HX2346.and adjusted by the National Geodetic Survey in June 1991..
 HX2346
 HX2346.The geoid height was determined by GEOID03.
 HX2346
 HX2346.The dynamic height is computed by dividing the NAVD 88
 HX2346.geopotential number by the normal gravity value computed on the
 HX2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2346.degrees latitude (g = 980.6199 gals.).
 HX2346
 HX2346.The modeled gravity was interpolated from observed gravity values.
 HX2346
 HX2346;                    North         East    Units  Estimated Accuracy
 HX2346;SPC WV S     -   192,940.      519,840.      MT  (+/- 180 meters Scaled)
 HX2346
 HX2346                          SUPERSEDED SURVEY CONTROL
 HX2346
 HX2346  NGVD 29 (??/??/92)  188.592  (m)          618.74   (f) ADJ UNCH    2 0
 HX2346
 HX2346.Superseded values are not recommended for survey control.
 HX2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2346.See file dsdata.txt to determine how the superseded data were derived.
 HX2346
 HX2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC198877(NAD 83)
 HX2346_MARKER: DB = BENCH MARK DISK
 HX2346_SETTING: 66 = SET IN ROCK OUTCROP
 HX2346_SP_SET: ROCK LEDGE
 HX2346_STAMPING: N 110 1956
 HX2346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2346+STABILITY: POSITION/ELEVATION WELL
 HX2346
 HX2346  HISTORY     - Date     Condition        Report By
 HX2346  HISTORY     - 1956     MONUMENTED       CGS
 HX2346  HISTORY     - 1976     GOOD             NGS
 HX2346
 HX2346                          STATION DESCRIPTION
 HX2346
 HX2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2346'3.2 MI NE FROM ARBUCKLE.
 HX2346'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 35 FROM THE NEW YORK
 HX2346'CENTRAL RAILROAD STATION AT ARBUCKLE, THENCE ABOUT 1.9 MILES
 HX2346'NORTHEAST ALONG A DIRT ROAD, THENCE ABOUT 0.5 MILE SOUTHEAST
 HX2346'ALONG A GRAVEL ROAD, ABOUT 0.35 MILE WEST OF UNION SCHOOL AND
 HX2346'JUNCTION OF A DIRT ROAD NORTH, SET VERTICALLY IN FACE OF AN
 HX2346'OUTCROPPING ROCK LEDGE IN A BENCH CUT, 17 FEET NORTH-NORTHWEST OF
 HX2346'CENTER LINE OF ROAD, 51 FEET NORTH AND ACROSS ROAD FROM THE
 HX2346'NORTHEAST CORNER OF A BARN, 127 FEET WEST OF EXTENDED WEST FACE
 HX2346'OF A TWO-STORY WHITE FRAME HOUSE, 40 FEET WEST-NORTHWEST AND
 HX2346'ACROSS ROAD FROM CENTER OF A GATE, AND ABOUT 5 FEET ABOVE LEVEL
 HX2346'OF ROAD.
 HX2346
 HX2346                          STATION RECOVERY (1976)
 HX2346
 HX2346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2423 ***********************************************************************
 HX2423  DESIGNATION -  N 111
 HX2423  PID         -  HX2423
 HX2423  STATE/COUNTY-  WV/MASON
 HX2423  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2423
 HX2423                         *CURRENT SURVEY CONTROL
 HX2423  ___________________________________________________________________
 HX2423* NAD 83(1986)-  38 45 00.     (N)    081 51 21.     (W)     SCALED    
 HX2423* NAVD 88     -       265.117  (meters)     869.80   (feet)  ADJUSTED  
 HX2423  ___________________________________________________________________
 HX2423  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HX2423  DYNAMIC HT  -         264.941 (meters)     869.23  (feet)  COMP
 HX2423  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 HX2423
 HX2423  VERT ORDER  -  SECOND    CLASS 0
 HX2423
 HX2423.The horizontal coordinates were scaled from a topographic map and have
 HX2423.an estimated accuracy of +/- 6 seconds.
 HX2423
 HX2423.The orthometric height was determined by differential leveling
 HX2423.and adjusted by the National Geodetic Survey in June 1991..
 HX2423
 HX2423.The geoid height was determined by GEOID03.
 HX2423
 HX2423.The dynamic height is computed by dividing the NAVD 88
 HX2423.geopotential number by the normal gravity value computed on the
 HX2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2423.degrees latitude (g = 980.6199 gals.).
 HX2423
 HX2423.The modeled gravity was interpolated from observed gravity values.
 HX2423
 HX2423;                    North         East    Units  Estimated Accuracy
 HX2423;SPC WV S     -   194,580.      525,610.      MT  (+/- 180 meters Scaled)
 HX2423
 HX2423                          SUPERSEDED SURVEY CONTROL
 HX2423
 HX2423  NGVD 29 (??/??/92)  265.303  (m)          870.41   (f) ADJ UNCH    2 0
 HX2423
 HX2423.Superseded values are not recommended for survey control.
 HX2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2423.See file dsdata.txt to determine how the superseded data were derived.
 HX2423
 HX2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC256893(NAD 83)
 HX2423_MARKER: DB = BENCH MARK DISK
 HX2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2423_STAMPING: N 111 1956
 HX2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2423+STABILITY: SURFACE MOTION
 HX2423
 HX2423  HISTORY     - Date     Condition        Report By
 HX2423  HISTORY     - 1956     MONUMENTED       CGS
 HX2423
 HX2423                          STATION DESCRIPTION
 HX2423
 HX2423'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2423'2.1 MI S FROM GUNVILLE.
 HX2423'ABOUT 2.1 MILES SOUTH ALONG A GRAVEL ROAD FROM CASTOS STORE AND
 HX2423'ROAD JUNCTION AT GUNVILLE, ABOUT 0.9 MILE NORTH OF BRIDGE OVER
 HX2423'THIRTEENMILE CREEK AT DEERLICK, ABOUT 1.0 MILE SOUTH OF A CHURCH
 HX2423'AND CEMETERY, ABOUT 0.3 MILE SOUTHEAST OF A DIRT ROAD SOUTH,
 HX2423'AT THE SOUTH CORNER OF A GROVE OF LARGE PINE TREES, 32 FEET
 HX2423'NORTHEAST OF CENTER LINE OF ROAD, 240 FEET SOUTHEAST OF NORTHEAST
 HX2423'END OF A 20-INCH METAL PIPE CULVERT UNDER ROAD, 58 FEET NORTHEAST
 HX2423'AND ACROSS ROAD FROM EAST CORNER OF PINE WOODS ON SOUTHWEST SIDE
 HX2423'OF ROAD, 16 FEET EAST-SOUTHEAST OF A TRIANGULAR BLAZED 10-INCH
 HX2423'PINE TREE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 HX2423'2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HX2423'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2440 ***********************************************************************
 HX2440  DESIGNATION -  N 112
 HX2440  PID         -  HX2440
 HX2440  STATE/COUNTY-  WV/MASON
 HX2440  USGS QUAD   -  ELMWOOD (1975)
 HX2440
 HX2440                         *CURRENT SURVEY CONTROL
 HX2440  ___________________________________________________________________
 HX2440* NAD 83(1986)-  38 41 27.     (N)    081 47 53.     (W)     SCALED    
 HX2440* NAVD 88     -       243.909  (meters)     800.22   (feet)  ADJUSTED  
 HX2440  ___________________________________________________________________
 HX2440  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 HX2440  DYNAMIC HT  -         243.747 (meters)     799.69  (feet)  COMP
 HX2440  MODELED GRAV-     979,958.5   (mgal)                       NAVD 88
 HX2440
 HX2440  VERT ORDER  -  SECOND    CLASS 0
 HX2440
 HX2440.The horizontal coordinates were scaled from a topographic map and have
 HX2440.an estimated accuracy of +/- 6 seconds.
 HX2440
 HX2440.The orthometric height was determined by differential leveling
 HX2440.and adjusted by the National Geodetic Survey in June 1991..
 HX2440
 HX2440.The geoid height was determined by GEOID03.
 HX2440
 HX2440.The dynamic height is computed by dividing the NAVD 88
 HX2440.geopotential number by the normal gravity value computed on the
 HX2440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2440.degrees latitude (g = 980.6199 gals.).
 HX2440
 HX2440.The modeled gravity was interpolated from observed gravity values.
 HX2440
 HX2440;                    North         East    Units  Estimated Accuracy
 HX2440;SPC WV S     -   187,970.      530,570.      MT  (+/- 180 meters Scaled)
 HX2440
 HX2440                          SUPERSEDED SURVEY CONTROL
 HX2440
 HX2440  NGVD 29 (??/??/92)  244.095  (m)          800.84   (f) ADJ UNCH    2 0
 HX2440
 HX2440.Superseded values are not recommended for survey control.
 HX2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2440.See file dsdata.txt to determine how the superseded data were derived.
 HX2440
 HX2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC305827(NAD 83)
 HX2440_MARKER: DB = BENCH MARK DISK
 HX2440_SETTING: 66 = SET IN ROCK OUTCROP
 HX2440_SP_SET: ROCK LEDGE
 HX2440_STAMPING: N 112 1956
 HX2440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2440+STABILITY: POSITION/ELEVATION WELL
 HX2440
 HX2440  HISTORY     - Date     Condition        Report By
 HX2440  HISTORY     - 1956     MONUMENTED       CGS
 HX2440
 HX2440                          STATION DESCRIPTION
 HX2440
 HX2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2440'2.8 MI NE FROM TRIBBLE.
 HX2440'ABOUT 1.55 MILES SOUTHEAST AND EAST ALONG A ROAD FROM THE ROAD
 HX2440'JUNCTION AND J.W. WARNER STORE AT TRIBBLE, THENCE ABOUT 1.25 MILES
 HX2440'NORTHEAST ALONG A DIRT ROAD FOLLOWING BAILEY BRANCH, ABOUT 0.1
 HX2440'MILE EAST OF A POINT ROAD LEAVES THE CREEK BED AND CLIMBS UPHILL,
 HX2440'SET VERTICALLY IN FACE OF A PROMINENT ROCK LEDGE ON GRADE
 HX2440'DESCENDING WEST, 14 FEET NORTH OF CENTER LINE OF ROAD, 51 FEET
 HX2440'EAST OF NORTH END OF AN 18-INCH METAL PIPE CULVERT UNDER ROAD,
 HX2440'32 FEET WEST OF EAST END OF LEDGE AND ABOUT 3 1/2 FEET ABOVE
 HX2440'LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM ROCKCASTLE, JACKSON
 HX2440'COUNTY, BY GOING ABOUT 0.05 MILE EAST ALONG A GRAVEL ROAD
 HX2440'FOLLOWING THIRTEENMILE CREEK FROM THE STORE AND SERVICE STATION,
 HX2440'THENCE ABOUT 0.95 MILE SOUTHWEST ALONG A DIRT ROAD TO CROSSROAD
 HX2440'AND MT. OLIVE EUB CHURCH, THENCE ABOUT 0.7 MILE SOUTH AND SOUTHEAST
 HX2440'ALONG A DIRT ROAD, THENCE ABOUT 0.45 MILE SOUTHWEST ALONG A DIRT
 HX2440'ROAD LEADING INTO BAILEY BRANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2407 ***********************************************************************
 HX2407  DESIGNATION -  N 113
 HX2407  PID         -  HX2407
 HX2407  STATE/COUNTY-  WV/PUTNAM
 HX2407  USGS QUAD   -  BANCROFT (1975)
 HX2407
 HX2407                         *CURRENT SURVEY CONTROL
 HX2407  ___________________________________________________________________
 HX2407* NAD 83(1986)-  38 36 12.     (N)    081 48 48.     (W)     SCALED    
 HX2407* NAVD 88     -       295.497  (meters)     969.48   (feet)  ADJUSTED  
 HX2407  ___________________________________________________________________
 HX2407  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HX2407  DYNAMIC HT  -         295.295 (meters)     968.81  (feet)  COMP
 HX2407  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 HX2407
 HX2407  VERT ORDER  -  SECOND    CLASS 0
 HX2407
 HX2407.The horizontal coordinates were scaled from a topographic map and have
 HX2407.an estimated accuracy of +/- 6 seconds.
 HX2407
 HX2407.The orthometric height was determined by differential leveling
 HX2407.and adjusted by the National Geodetic Survey in June 1991..
 HX2407
 HX2407.The geoid height was determined by GEOID03.
 HX2407
 HX2407.The dynamic height is computed by dividing the NAVD 88
 HX2407.geopotential number by the normal gravity value computed on the
 HX2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2407.degrees latitude (g = 980.6199 gals.).
 HX2407
 HX2407.The modeled gravity was interpolated from observed gravity values.
 HX2407
 HX2407;                    North         East    Units  Estimated Accuracy
 HX2407;SPC WV S     -   178,270.      529,160.      MT  (+/- 180 meters Scaled)
 HX2407
 HX2407                          SUPERSEDED SURVEY CONTROL
 HX2407
 HX2407  NGVD 29 (??/??/92)  295.685  (m)          970.09   (f) ADJ UNCH    2 0
 HX2407
 HX2407.Superseded values are not recommended for survey control.
 HX2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2407.See file dsdata.txt to determine how the superseded data were derived.
 HX2407
 HX2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC291730(NAD 83)
 HX2407_MARKER: DB = BENCH MARK DISK
 HX2407_SETTING: 66 = SET IN ROCK OUTCROP
 HX2407_SP_SET: ROCK LEDGE
 HX2407_STAMPING: N 113 1956
 HX2407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2407+STABILITY: POSITION/ELEVATION WELL
 HX2407
 HX2407  HISTORY     - Date     Condition        Report By
 HX2407  HISTORY     - 1956     MONUMENTED       CGS
 HX2407
 HX2407                          STATION DESCRIPTION
 HX2407
 HX2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2407'1.7 MI N FROM PARADISE.
 HX2407'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 HX2407'OF STATE HIGHWAY 34 AND STORES AT PARADISE, ABOUT 0.25 MILE SOUTH
 HX2407'OF JUNCTION OF A ROAD WEST AND BOLES RIDGE CHURCH, ON THE SOUTH
 HX2407'SLOPE OF A GRADE AND NEAR THE SOUTH END OF A CUT, IN THE TOP OF
 HX2407'AN OUTCROPPING ROCK LEDGE, 19 FEET WEST OF CENTER LINE OF ROAD,
 HX2407'217 FEET SOUTHWEST AND ACROSS ROAD FROM SOUTHWEST CORNER OF
 HX2407'A 1 1/2-STORY HOUSE, 146 FEET NORTH OF CENTER LINE OF A DRIVE
 HX2407'WEST TO A SAW MILL, 4 1/2 FEET EAST-NORTHEAST AND ABOUT 3/4
 HX2407'FEET BELOW A 12-INCH TRIANGLE CHISELED IN THE TOP OF SAME LEDGE,
 HX2407'1.4 FEET WEST OF EAST EDGE OF LEDGE AND 2 1/2 FEET ABOVE LEVEL
 HX2407'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2700 ***********************************************************************
 HX2700  DESIGNATION -  N 114
 HX2700  PID         -  HX2700
 HX2700  STATE/COUNTY-  WV/JACKSON
 HX2700  USGS QUAD   -  SANDYVILLE (1988)
 HX2700
 HX2700                         *CURRENT SURVEY CONTROL
 HX2700  ___________________________________________________________________
 HX2700* NAD 83(1986)-  38 54 41.     (N)    081 41 52.     (W)     SCALED    
 HX2700* NAVD 88     -       181.233  (meters)     594.60   (feet)  ADJUSTED  
 HX2700  ___________________________________________________________________
 HX2700  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 HX2700  DYNAMIC HT  -         181.116 (meters)     594.21  (feet)  COMP
 HX2700  MODELED GRAV-     979,978.3   (mgal)                       NAVD 88
 HX2700
 HX2700  VERT ORDER  -  SECOND    CLASS 0
 HX2700
 HX2700.The horizontal coordinates were scaled from a topographic map and have
 HX2700.an estimated accuracy of +/- 6 seconds.
 HX2700
 HX2700.The orthometric height was determined by differential leveling
 HX2700.and adjusted by the National Geodetic Survey in June 1991..
 HX2700
 HX2700.The geoid height was determined by GEOID03.
 HX2700
 HX2700.The dynamic height is computed by dividing the NAVD 88
 HX2700.geopotential number by the normal gravity value computed on the
 HX2700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2700.degrees latitude (g = 980.6199 gals.).
 HX2700
 HX2700.The modeled gravity was interpolated from observed gravity values.
 HX2700
 HX2700;                    North         East    Units  Estimated Accuracy
 HX2700;SPC WV S     -   212,380.      539,480.      MT  (+/- 180 meters Scaled)
 HX2700
 HX2700                          SUPERSEDED SURVEY CONTROL
 HX2700
 HX2700  NGVD 29 (??/??/92)  181.403  (m)          595.15   (f) ADJ UNCH    2 0
 HX2700
 HX2700.Superseded values are not recommended for survey control.
 HX2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2700.See file dsdata.txt to determine how the superseded data were derived.
 HX2700
 HX2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD395071(NAD 83)
 HX2700_MARKER: DB = BENCH MARK DISK
 HX2700_SETTING: 66 = SET IN ROCK OUTCROP
 HX2700_SP_SET: ROCK CUT
 HX2700_STAMPING: N 114 1956
 HX2700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2700+STABILITY: POSITION/ELEVATION WELL
 HX2700
 HX2700  HISTORY     - Date     Condition        Report By
 HX2700  HISTORY     - 1956     MONUMENTED       CGS
 HX2700  HISTORY     - 1976     GOOD             NGS
 HX2700
 HX2700                          STATION DESCRIPTION
 HX2700
 HX2700'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2700'2.7 MI NW FROM SANDYVILLE.
 HX2700'ABOUT 2.7 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2700'FROM THE STATION AT SANDYVILLE, AT THE END OF A CUT, SET
 HX2700'VERTICALLY IN FACE OF ROCK CUT ON STATE HIGHWAY 56, 65 FEET
 HX2700'NORTHWEST AND ACROSS HIGHWAY FROM NORTHWEST RAIL, 97 FEET NORTH
 HX2700'AND ACROSS HIGHWAY AND TRACK FROM TELEPHONE POLE NO. 5+19, 20
 HX2700'FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 1 FOOT ABOVE BOTTOM
 HX2700'OF LEDGE OF ROCK, AND ABOUT 4 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 HX2700
 HX2700                          STATION RECOVERY (1976)
 HX2700
 HX2700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0269 ***********************************************************************
 HY0269  DESIGNATION -  N 115
 HY0269  PID         -  HY0269
 HY0269  STATE/COUNTY-  WV/MASON
 HY0269  USGS QUAD   -  ARLEE (1975)
 HY0269
 HY0269                         *CURRENT SURVEY CONTROL
 HY0269  ___________________________________________________________________
 HY0269* NAD 83(1986)-  38 38 45.     (N)    082 06 14.     (W)     SCALED    
 HY0269* NAVD 88     -       204.468  (meters)     670.83   (feet)  ADJUSTED  
 HY0269  ___________________________________________________________________
 HY0269  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HY0269  DYNAMIC HT  -         204.335 (meters)     670.39  (feet)  COMP
 HY0269  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 HY0269
 HY0269  VERT ORDER  -  SECOND    CLASS 0
 HY0269
 HY0269.The horizontal coordinates were scaled from a topographic map and have
 HY0269.an estimated accuracy of +/- 6 seconds.
 HY0269
 HY0269.The orthometric height was determined by differential leveling
 HY0269.and adjusted by the National Geodetic Survey in June 1991..
 HY0269
 HY0269.The geoid height was determined by GEOID03.
 HY0269
 HY0269.The dynamic height is computed by dividing the NAVD 88
 HY0269.geopotential number by the normal gravity value computed on the
 HY0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0269.degrees latitude (g = 980.6199 gals.).
 HY0269
 HY0269.The modeled gravity was interpolated from observed gravity values.
 HY0269
 HY0269;                    North         East    Units  Estimated Accuracy
 HY0269;SPC WV S     -   183,250.      503,910.      MT  (+/- 180 meters Scaled)
 HY0269
 HY0269                          SUPERSEDED SURVEY CONTROL
 HY0269
 HY0269  NGVD 29 (??/??/92)  204.652  (m)          671.43   (f) ADJ UNCH    2 0
 HY0269
 HY0269.Superseded values are not recommended for survey control.
 HY0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0269.See file dsdata.txt to determine how the superseded data were derived.
 HY0269
 HY0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC039780(NAD 83)
 HY0269_MARKER: DB = BENCH MARK DISK
 HY0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0269_STAMPING: N 115 1956
 HY0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0269+STABILITY: SURFACE MOTION
 HY0269
 HY0269  HISTORY     - Date     Condition        Report By
 HY0269  HISTORY     - 1956     MONUMENTED       CGS
 HY0269
 HY0269                          STATION DESCRIPTION
 HY0269
 HY0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0269'3.8 MI E FROM MERCERS BOTTOM.
 HY0269'3.85 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 HY0269'MERCERS BOTTOM, ABOUT 0.5 MILE WEST OF JUNCTION OF ROAD NORTHWEST,
 HY0269'37 FEET SOUTH OF CENTER LINE OF ROAD, 237 FEET EAST-NORTHEAST
 HY0269'FROM THE NORTHEAST CORNER OF WATTERSON SCHOOL BUILDING, 58 FEET
 HY0269'SOUTH-SOUTHWEST AND ACROSS ROAD FROM POWER POLE NO. 46/8205 - 970
 HY0269'D 1, 57 1/2 FEET EAST AND ACROSS A DRIVE FROM THE SOUTH END OF
 HY0269'A 30-INCH CONCRETE PIPE CULVERT UNDER ROAD, 16 FEET EAST OF CENTER
 HY0269'LINE OF A DRIVE SOUTH, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 HY0269'POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF
 HY0269'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0621 ***********************************************************************
 HY0621  DESIGNATION -  N 116
 HY0621  PID         -  HY0621
 HY0621  STATE/COUNTY-  WV/PUTNAM
 HY0621  USGS QUAD   -  HURRICANE (1989)
 HY0621
 HY0621                         *CURRENT SURVEY CONTROL
 HY0621  ___________________________________________________________________
 HY0621* NAD 83(1986)-  38 29 08.     (N)    082 03 03.     (W)     SCALED    
 HY0621* NAVD 88     -       196.606  (meters)     645.03   (feet)  POSTED    
 HY0621  ___________________________________________________________________
 HY0621  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HY0621  DYNAMIC HT  -         196.470 (meters)     644.59  (feet)  COMP
 HY0621  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 HY0621
 HY0621  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0621
 HY0621.The horizontal coordinates were scaled from a topographic map and have
 HY0621.an estimated accuracy of +/- 6 seconds.
 HY0621
 HY0621.The orthometric height was determined by differential leveling
 HY0621.and adjusted by the National Geodetic Survey in 1992..
 HY0621.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0621.rate of 2.1 thru 3.0 mm/km.
 HY0621
 HY0621.The geoid height was determined by GEOID03.
 HY0621
 HY0621.The dynamic height is computed by dividing the NAVD 88
 HY0621.geopotential number by the normal gravity value computed on the
 HY0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0621.degrees latitude (g = 980.6199 gals.).
 HY0621
 HY0621.The modeled gravity was interpolated from observed gravity values.
 HY0621
 HY0621;                    North         East    Units  Estimated Accuracy
 HY0621;SPC WV S     -   165,400.      508,320.      MT  (+/- 180 meters Scaled)
 HY0621
 HY0621                          SUPERSEDED SURVEY CONTROL
 HY0621
 HY0621  NGVD 29 (??/??/92)  196.784  (m)          645.62   (f) ADJ UNCH    2 0
 HY0621
 HY0621.Superseded values are not recommended for survey control.
 HY0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0621.See file dsdata.txt to determine how the superseded data were derived.
 HY0621
 HY0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC083602(NAD 83)
 HY0621_MARKER: DB = BENCH MARK DISK
 HY0621_SETTING: 66 = SET IN ROCK OUTCROP
 HY0621_SP_SET: ROCK CUT
 HY0621_STAMPING: N 116 1956
 HY0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0621+STABILITY: POSITION/ELEVATION WELL
 HY0621
 HY0621  HISTORY     - Date     Condition        Report By
 HY0621  HISTORY     - 1956     MONUMENTED       CGS
 HY0621
 HY0621                          STATION DESCRIPTION
 HY0621
 HY0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0621'3.6 MI SE FROM MT OLIVE.
 HY0621'ABOUT 0.65 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE CHURCH
 HY0621'AND CEMETERY AT MT. OLIVE, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG
 HY0621'A NARROW DIRT ROAD AND A GRAVEL ROAD FOLLOWING TRACE CREEK, ABOUT
 HY0621'1.45 MILES NORTHWEST OF BAILEY SCHOOL, ABOUT 155 YARDS NORTHWEST
 HY0621'OF A 30-INCH CORRUGATED PIPE CULVERT FOR A CREEK BRANCH, 11
 HY0621'FEET EAST-NORTHEAST OF CENTER LINE OF ROAD, 129 YARDS NORTHWEST
 HY0621'OF CENTER OF JUNCTION OF A DRIVE EAST TO A LOG FARM HOUSE, 51 1/2
 HY0621'FEET SOUTHEAST OF THE TOP OF A GRADE, SET VERTICALLY IN THE
 HY0621'WEST-SOUTHWEST FACE OF A 3-FOOT HIGH AND 7-FOOT WIDE ROCK IN A
 HY0621'CUT BANK AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK
 HY0621'IS REACHED FROM HURRICANE, PUTNAM COUNTY, BY GOING ABOUT 0.65 MILE
 HY0621'EAST-NORTHEAST ALONG A BLACK TOP ROAD LEADING TO WINFIELD FROM
 HY0621'THE CHESAPEAKE AND OHIO RAILWAY STATION, THENCE ABOUT 3.1 MILES
 HY0621'NORTHWEST AND NORTH ALONG A BLACK TOP AND GRAVEL ROAD, THENCE
 HY0621'ABOUT 1.8 MILES NORTHWEST ALONG A ROAD FOLLOWING TRACE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0614 ***********************************************************************
 HY0614  DESIGNATION -  N 117
 HY0614  PID         -  HY0614
 HY0614  STATE/COUNTY-  WV/CABELL
 HY0614  USGS QUAD   -  MILTON (1989)
 HY0614
 HY0614                         *CURRENT SURVEY CONTROL
 HY0614  ___________________________________________________________________
 HY0614* NAD 83(1986)-  38 26 50.     (N)    082 10 24.     (W)     SCALED    
 HY0614* NAVD 88     -       177.606  (meters)     582.70   (feet)  POSTED    
 HY0614  ___________________________________________________________________
 HY0614  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY0614  DYNAMIC HT  -         177.490 (meters)     582.32  (feet)  COMP
 HY0614  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 HY0614
 HY0614  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0614
 HY0614.The horizontal coordinates were scaled from a topographic map and have
 HY0614.an estimated accuracy of +/- 6 seconds.
 HY0614
 HY0614.The orthometric height was determined by differential leveling
 HY0614.and adjusted by the National Geodetic Survey in 1992..
 HY0614.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0614.rate of 0.0 thru 1.0 mm/km.
 HY0614
 HY0614.The geoid height was determined by GEOID03.
 HY0614
 HY0614.The dynamic height is computed by dividing the NAVD 88
 HY0614.geopotential number by the normal gravity value computed on the
 HY0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0614.degrees latitude (g = 980.6199 gals.).
 HY0614
 HY0614.The modeled gravity was interpolated from observed gravity values.
 HY0614
 HY0614;                    North         East    Units  Estimated Accuracy
 HY0614;SPC WV S     -   161,280.      497,580.      MT  (+/- 180 meters Scaled)
 HY0614
 HY0614                          SUPERSEDED SURVEY CONTROL
 HY0614
 HY0614  NGVD 29 (??/??/92)  177.789  (m)          583.30   (f) ADJ UNCH    2 0
 HY0614
 HY0614.Superseded values are not recommended for survey control.
 HY0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0614.See file dsdata.txt to determine how the superseded data were derived.
 HY0614
 HY0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC976560(NAD 83)
 HY0614_MARKER: DB = BENCH MARK DISK
 HY0614_SETTING: 80 = SET IN A BOULDER
 HY0614_SP_SET: BOULDER
 HY0614_STAMPING: N 117 1956
 HY0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0614+STABILITY: SURFACE MOTION
 HY0614
 HY0614  HISTORY     - Date     Condition        Report By
 HY0614  HISTORY     - 1956     MONUMENTED       CGS
 HY0614
 HY0614                          STATION DESCRIPTION
 HY0614
 HY0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0614'1.3 MI NE FROM YATES.
 HY0614'ABOUT 0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM CROSSING OF
 HY0614'CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 0.95 MILE EAST
 HY0614'ALONG A GRAVEL ROAD, ABOUT 95 YARDS WEST OF A 1-STORY WHITE FRAME
 HY0614'HOUSE, 88 YARDS WEST OF A PIPE CULVERT FOR A SMALL CREEK BRANCH,
 HY0614'14 YARDS EAST OF TOP OF A SMALL RISE IN ROAD, IN THE TOP AND 1/2
 HY0614'FOOT SOUTH OF THE HIGHEST POINT OF A 7-FOOT HIGH 9 BY 12-FOOT
 HY0614'POINTED BOULDER, 28 1/2 FEET SOUTH OF CENTER LINE OF ROAD, AND
 HY0614'ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0249 ***********************************************************************
 HY0249  DESIGNATION -  N 118
 HY0249  PID         -  HY0249
 HY0249  STATE/COUNTY-  WV/PUTNAM
 HY0249  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0249
 HY0249                         *CURRENT SURVEY CONTROL
 HY0249  ___________________________________________________________________
 HY0249* NAD 83(1986)-  38 36 30.     (N)    082 01 40.     (W)     SCALED    
 HY0249* NAVD 88     -       276.508  (meters)     907.18   (feet)  ADJUSTED  
 HY0249  ___________________________________________________________________
 HY0249  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HY0249  DYNAMIC HT  -         276.326 (meters)     906.58  (feet)  COMP
 HY0249  MODELED GRAV-     979,962.6   (mgal)                       NAVD 88
 HY0249
 HY0249  VERT ORDER  -  SECOND    CLASS 0
 HY0249
 HY0249.The horizontal coordinates were scaled from a topographic map and have
 HY0249.an estimated accuracy of +/- 6 seconds.
 HY0249
 HY0249.The orthometric height was determined by differential leveling
 HY0249.and adjusted by the National Geodetic Survey in June 1991..
 HY0249
 HY0249.The geoid height was determined by GEOID03.
 HY0249
 HY0249.The dynamic height is computed by dividing the NAVD 88
 HY0249.geopotential number by the normal gravity value computed on the
 HY0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0249.degrees latitude (g = 980.6199 gals.).
 HY0249
 HY0249.The modeled gravity was interpolated from observed gravity values.
 HY0249
 HY0249;                    North         East    Units  Estimated Accuracy
 HY0249;SPC WV S     -   179,010.      510,490.      MT  (+/- 180 meters Scaled)
 HY0249
 HY0249                          SUPERSEDED SURVEY CONTROL
 HY0249
 HY0249  NGVD 29 (??/??/92)  276.663  (m)          907.69   (f) ADJ UNCH    2 0
 HY0249
 HY0249.Superseded values are not recommended for survey control.
 HY0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0249.See file dsdata.txt to determine how the superseded data were derived.
 HY0249
 HY0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC105738(NAD 83)
 HY0249_MARKER: DB = BENCH MARK DISK
 HY0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0249_STAMPING: N 118 1956
 HY0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0249+STABILITY: SURFACE MOTION
 HY0249
 HY0249  HISTORY     - Date     Condition        Report By
 HY0249  HISTORY     - 1956     MONUMENTED       CGS
 HY0249
 HY0249                          STATION DESCRIPTION
 HY0249
 HY0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0249'3.4 MI SW FROM PLINY.
 HY0249'1.85 MILES WEST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 HY0249'STATE HIGHWAY 17 AT PLINY, THENCE ABOUT 1.6 MILES SOUTHWEST ALONG
 HY0249'A GRAVEL ROAD, ABOUT 0.1 MILE SOUTH OF RIVERVIEW SCHOOL, 20 FEET
 HY0249'EAST OF CENTER LINE OF ROAD, 191 FEET NORTH AND ACROSS A DRIVE
 HY0249'FROM THE NORTHWEST CORNER OF PORCH OF A 1-STORY FRAME HOUSE,
 HY0249'27 FEET EAST-NORTHEAST OF CENTER OF JUNCTION OF ROAD AND DRIVE,
 HY0249'19 FEET NORTH OF NORTH FACE OF A BARN, 24 FEET NORTH-NORTHEAST
 HY0249'OF NORTHWEST CORNER OF A BARN, 1 FOOT WEST OF A FENCE LINE, 2
 HY0249'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 HY0249'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY0249'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0232 ***********************************************************************
 HY0232  DESIGNATION -  N 119
 HY0232  PID         -  HY0232
 HY0232  STATE/COUNTY-  WV/MASON
 HY0232  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0232
 HY0232                         *CURRENT SURVEY CONTROL
 HY0232  ___________________________________________________________________
 HY0232* NAD 83(1986)-  38 32 11.     (N)    082 05 45.     (W)     SCALED    
 HY0232* NAVD 88     -       285.392  (meters)     936.32   (feet)  POSTED    
 HY0232  ___________________________________________________________________
 HY0232  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HY0232  DYNAMIC HT  -         285.200 (meters)     935.69  (feet)  COMP
 HY0232  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 HY0232
 HY0232  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0232
 HY0232.The horizontal coordinates were scaled from a topographic map and have
 HY0232.an estimated accuracy of +/- 6 seconds.
 HY0232
 HY0232.The orthometric height was determined by differential leveling
 HY0232.and adjusted by the National Geodetic Survey in 1992..
 HY0232.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0232.rate of 0.0 thru 1.0 mm/km.
 HY0232
 HY0232.The geoid height was determined by GEOID03.
 HY0232
 HY0232.The dynamic height is computed by dividing the NAVD 88
 HY0232.geopotential number by the normal gravity value computed on the
 HY0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0232.degrees latitude (g = 980.6199 gals.).
 HY0232
 HY0232.The modeled gravity was interpolated from observed gravity values.
 HY0232
 HY0232;                    North         East    Units  Estimated Accuracy
 HY0232;SPC WV S     -   171,090.      504,460.      MT  (+/- 180 meters Scaled)
 HY0232
 HY0232                          SUPERSEDED SURVEY CONTROL
 HY0232
 HY0232  NGVD 29 (??/??/92)  285.565  (m)          936.89   (f) ADJ UNCH    2 0
 HY0232
 HY0232.Superseded values are not recommended for survey control.
 HY0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0232.See file dsdata.txt to determine how the superseded data were derived.
 HY0232
 HY0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC044659(NAD 83)
 HY0232_MARKER: DB = BENCH MARK DISK
 HY0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0232_STAMPING: N 119 1956
 HY0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0232+STABILITY: SURFACE MOTION
 HY0232
 HY0232  HISTORY     - Date     Condition        Report By
 HY0232  HISTORY     - 1956     MONUMENTED       CGS
 HY0232
 HY0232                          STATION DESCRIPTION
 HY0232
 HY0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0232'2.2 MI NW FROM MT OLIVE.
 HY0232'0.35 MILE NORTH ALONG A ROAD FROM THE CHURCH AND CEMETERY AT
 HY0232'MT. OLIVE, THENCE ABOUT 1.9 MILES NORTHWEST ALONG A GRAVEL ROAD
 HY0232'LEADING TO GLENWOOD, ABOUT 132 YARDS NORTHWEST OF NORTH CORNER OF
 HY0232'THOMAS ALFORD RESIDENCE, 22 FEET SOUTHWEST OF CENTER LINE OF
 HY0232'ROAD, 33 FEET WEST OF CENTER OF JUNCTION OF ROAD AND A PRIVATE
 HY0232'ROAD SOUTHWEST, 24 FEET NORTHWEST OF CENTER LINE OF ROAD SOUTHWEST,
 HY0232'95 FEET WEST AND ACROSS ROAD FROM POWER POLE NO. 9320/15 WITH A
 HY0232'TRANSFORMER, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 HY0232'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 HY0232'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1953 ***********************************************************************
 HX1953  DESIGNATION -  N 12
 HX1953  PID         -  HX1953
 HX1953  STATE/COUNTY-  WV/KANAWHA
 HX1953  USGS QUAD   -  CLENDENIN (1976)
 HX1953
 HX1953                         *CURRENT SURVEY CONTROL
 HX1953  ___________________________________________________________________
 HX1953* NAD 83(1986)-  38 29 26.     (N)    081 20 20.     (W)     SCALED    
 HX1953* NAVD 88     -       192.028  (meters)     630.01   (feet)  ADJUSTED  
 HX1953  ___________________________________________________________________
 HX1953  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HX1953  DYNAMIC HT  -         191.897 (meters)     629.58  (feet)  COMP
 HX1953  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 HX1953
 HX1953  VERT ORDER  -  SECOND    CLASS 0
 HX1953
 HX1953.The horizontal coordinates were scaled from a topographic map and have
 HX1953.an estimated accuracy of +/- 6 seconds.
 HX1953
 HX1953.The orthometric height was determined by differential leveling
 HX1953.and adjusted by the National Geodetic Survey in June 1991..
 HX1953
 HX1953.The geoid height was determined by GEOID03.
 HX1953
 HX1953.The dynamic height is computed by dividing the NAVD 88
 HX1953.geopotential number by the normal gravity value computed on the
 HX1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1953.degrees latitude (g = 980.6199 gals.).
 HX1953
 HX1953.The modeled gravity was interpolated from observed gravity values.
 HX1953
 HX1953;                    North         East    Units  Estimated Accuracy
 HX1953;SPC WV S     -   165,490.      570,440.      MT  (+/- 180 meters Scaled)
 HX1953
 HX1953                          SUPERSEDED SURVEY CONTROL
 HX1953
 HX1953  NGVD 29 (??/??/92)  192.210  (m)          630.61   (f) ADJ UNCH    2 0
 HX1953
 HX1953.Superseded values are not recommended for survey control.
 HX1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1953.See file dsdata.txt to determine how the superseded data were derived.
 HX1953
 HX1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC704603(NAD 83)
 HX1953_MARKER: DB = BENCH MARK DISK
 HX1953_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1953_SP_SET: COPING
 HX1953_STAMPING: N 12 1933
 HX1953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1953
 HX1953  HISTORY     - Date     Condition        Report By
 HX1953  HISTORY     - 1933     MONUMENTED       CGS
 HX1953
 HX1953                          STATION DESCRIPTION
 HX1953
 HX1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1953'0.6 MI E FROM CLENDENIN.
 HX1953'ABOUT 0.6 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1953'THE STATION AT CLENDENIN, AT THE WEST ENTRANCE TO THE BIG SANDY
 HX1953'HIGH SCHOOL, IN THE TOP OF THE CONCRETE COPING AT THE SOUTH END
 HX1953'OF THE STEPS, ABOUT 70 YARDS NORTH OF THE CENTERLINE OF THE TRACK,
 HX1953'AND 2.5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED N 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0926 ***********************************************************************
 KY0926  DESIGNATION -  N 120
 KY0926  PID         -  KY0926
 KY0926  STATE/COUNTY-  WV/BROOKE
 KY0926  USGS QUAD   -  BETHANY (1981)
 KY0926
 KY0926                         *CURRENT SURVEY CONTROL
 KY0926  ___________________________________________________________________
 KY0926* NAD 83(1986)-  40 12 27.     (N)    080 32 54.     (W)     SCALED    
 KY0926* NAVD 88     -       263.164  (meters)     863.40   (feet)  ADJUSTED  
 KY0926  ___________________________________________________________________
 KY0926  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0926  DYNAMIC HT  -         263.020 (meters)     862.92  (feet)  COMP
 KY0926  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 KY0926
 KY0926  VERT ORDER  -  SECOND    CLASS 0
 KY0926
 KY0926.The horizontal coordinates were scaled from a topographic map and have
 KY0926.an estimated accuracy of +/- 6 seconds.
 KY0926
 KY0926.The orthometric height was determined by differential leveling
 KY0926.and adjusted by the National Geodetic Survey in June 1991..
 KY0926
 KY0926.The geoid height was determined by GEOID03.
 KY0926
 KY0926.The dynamic height is computed by dividing the NAVD 88
 KY0926.geopotential number by the normal gravity value computed on the
 KY0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0926.degrees latitude (g = 980.6199 gals.).
 KY0926
 KY0926.The modeled gravity was interpolated from observed gravity values.
 KY0926
 KY0926;                    North         East    Units  Estimated Accuracy
 KY0926;SPC WV N     -   190,090.      510,750.      MT  (+/- 180 meters Scaled)
 KY0926
 KY0926                          SUPERSEDED SURVEY CONTROL
 KY0926
 KY0926  NGVD 29 (??/??/92)  263.329  (m)          863.94   (f) ADJ UNCH    2 0
 KY0926
 KY0926.Superseded values are not recommended for survey control.
 KY0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0926.See file dsdata.txt to determine how the superseded data were derived.
 KY0926
 KY0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE384508(NAD 83)
 KY0926_MARKER: DB = BENCH MARK DISK
 KY0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0926_STAMPING: N 120 1957
 KY0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0926+STABILITY: SURFACE MOTION
 KY0926
 KY0926  HISTORY     - Date     Condition        Report By
 KY0926  HISTORY     - 1957     MONUMENTED       CGS
 KY0926
 KY0926                          STATION DESCRIPTION
 KY0926
 KY0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0926'0.4 MI E FROM BETHANY.
 KY0926'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 67 FROM THE POST OFFICE
 KY0926'AT BETHANY, ABOUT 0.3 MILE EAST OF A HIGHWAY BRIDGE OVER BUFFALO
 KY0926'CREEK, 0.25 MILE WEST OF HIGHWAY BRIDGE OVER BUFFALO CREEK, 104
 KY0926'YARDS WEST OF JUNCTION OF A DRIVE NORTH TO ALEXANDER CAMPBELL
 KY0926'MANSION, 59 YARDS EAST OF JUNCTION OF A DRIVE SOUTHWEST TO A LARGE
 KY0926'ROUND BARN, 20 FEET NORTH OF CENTER LINE OF HIGHWAY, 111 FEET
 KY0926'SOUTHWEST OF CENTER OF SOUTH DOOR OF HEXAGON SHAPED BRICK BUILDING
 KY0926'HOUSING ALEXANDER CAMPBELL STUDY, 3 1/2 FEET NORTH OF TELEPHONE
 KY0926'POLE NO. 1-38, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN
 KY0926'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0981 ***********************************************************************
 KY0981  DESIGNATION -  N 121
 KY0981  PID         -  KY0981
 KY0981  STATE/COUNTY-  WV/OHIO
 KY0981  USGS QUAD   -  BETHANY (1981)
 KY0981
 KY0981                         *CURRENT SURVEY CONTROL
 KY0981  ___________________________________________________________________
 KY0981* NAD 83(1986)-  40 07 41.     (N)    080 35 46.     (W)     SCALED    
 KY0981* NAVD 88     -       335.197  (meters)    1099.73   (feet)  ADJUSTED  
 KY0981  ___________________________________________________________________
 KY0981  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0981  DYNAMIC HT  -         335.011 (meters)    1099.12  (feet)  COMP
 KY0981  MODELED GRAV-     980,059.5   (mgal)                       NAVD 88
 KY0981
 KY0981  VERT ORDER  -  SECOND    CLASS 0
 KY0981
 KY0981.The horizontal coordinates were scaled from a topographic map and have
 KY0981.an estimated accuracy of +/- 6 seconds.
 KY0981
 KY0981.The orthometric height was determined by differential leveling
 KY0981.and adjusted by the National Geodetic Survey in June 1991..
 KY0981
 KY0981.The geoid height was determined by GEOID03.
 KY0981
 KY0981.The dynamic height is computed by dividing the NAVD 88
 KY0981.geopotential number by the normal gravity value computed on the
 KY0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0981.degrees latitude (g = 980.6199 gals.).
 KY0981
 KY0981.The modeled gravity was interpolated from observed gravity values.
 KY0981
 KY0981;                    North         East    Units  Estimated Accuracy
 KY0981;SPC WV N     -   181,320.      506,580.      MT  (+/- 180 meters Scaled)
 KY0981
 KY0981                          SUPERSEDED SURVEY CONTROL
 KY0981
 KY0981  NGVD 29 (??/??/92)  335.354  (m)         1100.24   (f) ADJ UNCH    2 0
 KY0981
 KY0981.Superseded values are not recommended for survey control.
 KY0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0981.See file dsdata.txt to determine how the superseded data were derived.
 KY0981
 KY0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE344420(NAD 83)
 KY0981_MARKER: DB = BENCH MARK DISK
 KY0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0981_STAMPING: N 121 1957
 KY0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0981+STABILITY: SURFACE MOTION
 KY0981
 KY0981  HISTORY     - Date     Condition        Report By
 KY0981  HISTORY     - 1957     MONUMENTED       CGS
 KY0981
 KY0981                          STATION DESCRIPTION
 KY0981
 KY0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0981'2 MI E FROM CLINTON.
 KY0981'ABOUT 1.95 MILES EAST ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 KY0981'OF STATE HIGHWAY 88 AT CLINTON, ABOUT 58 YARDS NORTHWEST OF A PARTLY
 KY0981'DEMOLISHED CONCRETE BRIDGE OVER A CREEK BRANCH, 27 FEET NORTH OF
 KY0981'CENTER LINE OF ROAD, 1 1/2 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 KY0981'EAST CONCRETE GATE POST OF GATE TO SUNNYBROOK FARM, 1 FOOT SOUTHWEST
 KY0981'OF A BOARD FENCE, 18 FEET NORTHWEST OF A 45-INCH OAK TREE, 46 FEET
 KY0981'WEST OF TELEPHONE POLE NO. 640-1, ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD
 KY0981'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KY0981'NOTE-- MARK IS REACHED FROM VALLEY GROVE BY GOING ABOUT 0.65
 KY0981'MILE SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE FIRE STATION, THENCES
 KY0981'ABOUT 3.15 MILES NORTH ALONG BATTLE RUN ROAD, THENCE ABOUT 0.35
 KY0981'MILE EAST AND NORTH ALONG DEMENT ROAD, THENCE ABOUT 0.35 MILE
 KY0981'WEST AND NORTH ALONG A BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0735 ***********************************************************************
 JX0735  DESIGNATION -  N 122
 JX0735  PID         -  JX0735
 JX0735  STATE/COUNTY-  WV/MARSHALL
 JX0735  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0735
 JX0735                         *CURRENT SURVEY CONTROL
 JX0735  ___________________________________________________________________
 JX0735* NAD 83(1986)-  39 55 45.     (N)    080 43 40.     (W)     SCALED    
 JX0735* NAVD 88     -       243.421  (meters)     798.62   (feet)  ADJUSTED  
 JX0735  ___________________________________________________________________
 JX0735  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX0735  DYNAMIC HT  -         243.284 (meters)     798.17  (feet)  COMP
 JX0735  MODELED GRAV-     980,056.9   (mgal)                       NAVD 88
 JX0735
 JX0735  VERT ORDER  -  SECOND    CLASS 0
 JX0735
 JX0735.The horizontal coordinates were scaled from a topographic map and have
 JX0735.an estimated accuracy of +/- 6 seconds.
 JX0735
 JX0735.The orthometric height was determined by differential leveling
 JX0735.and adjusted by the National Geodetic Survey in June 1991..
 JX0735
 JX0735.The geoid height was determined by GEOID03.
 JX0735
 JX0735.The dynamic height is computed by dividing the NAVD 88
 JX0735.geopotential number by the normal gravity value computed on the
 JX0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0735.degrees latitude (g = 980.6199 gals.).
 JX0735
 JX0735.The modeled gravity was interpolated from observed gravity values.
 JX0735
 JX0735;                    North         East    Units  Estimated Accuracy
 JX0735;SPC WV N     -   159,380.      495,060.      MT  (+/- 180 meters Scaled)
 JX0735
 JX0735                          SUPERSEDED SURVEY CONTROL
 JX0735
 JX0735  NGVD 29 (??/??/92)  243.582  (m)          799.15   (f) ADJ UNCH    2 0
 JX0735
 JX0735.Superseded values are not recommended for survey control.
 JX0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0735.See file dsdata.txt to determine how the superseded data were derived.
 JX0735
 JX0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE232199(NAD 83)
 JX0735_MARKER: DB = BENCH MARK DISK
 JX0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0735_SP_SET: CATCH BASIN
 JX0735_STAMPING: N 122 1957
 JX0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0735
 JX0735  HISTORY     - Date     Condition        Report By
 JX0735  HISTORY     - 1957     MONUMENTED       CGS
 JX0735  HISTORY     - 1983     GOOD             NGS
 JX0735  HISTORY     - 20040523 MARK NOT FOUND   USPSQD
 JX0735
 JX0735                          STATION DESCRIPTION
 JX0735
 JX0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0735'1.6 MI NE FROM MOUNDSVILLE.
 JX0735'ABOUT 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 250 FROM THE POST
 JX0735'OFFICE AT MOUNDSVILLE, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 JX0735'SOUTHEAST, 18 FEET EAST OF CENTER LINE OF HIGHWAY, 27 FEET
 JX0735'NORTHEAST OF CENTER OF JUNCTION, IN THE TOP AND NEAR CENTER OF
 JX0735'BACK WALL OF A 3 BY 4-FOOT CONCRETE CATCH BASIN FOR A PIPE
 JX0735'CULVERT UNDER HIGHWAY.
 JX0735
 JX0735                          STATION RECOVERY (1983)
 JX0735
 JX0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0735'RECOVERED IN GOOD CONDITION.
 JX0735
 JX0735                          STATION RECOVERY (2004)
 JX0735
 JX0735'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX0735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0908 ***********************************************************************
 KY0908  DESIGNATION -  N 123
 KY0908  PID         -  KY0908
 KY0908  STATE/COUNTY-  WV/MARSHALL
 KY0908  USGS QUAD   -  VALLEY GROVE (1981)
 KY0908
 KY0908                         *CURRENT SURVEY CONTROL
 KY0908  ___________________________________________________________________
 KY0908* NAD 83(1986)-  40 00 53.     (N)    080 33 33.     (W)     SCALED    
 KY0908* NAVD 88     -       439.003  (meters)    1440.30   (feet)  ADJUSTED  
 KY0908  ___________________________________________________________________
 KY0908  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY0908  DYNAMIC HT  -         438.748 (meters)    1439.46  (feet)  COMP
 KY0908  MODELED GRAV-     980,032.4   (mgal)                       NAVD 88
 KY0908
 KY0908  VERT ORDER  -  SECOND    CLASS 0
 KY0908
 KY0908.The horizontal coordinates were scaled from a topographic map and have
 KY0908.an estimated accuracy of +/- 6 seconds.
 KY0908
 KY0908.The orthometric height was determined by differential leveling
 KY0908.and adjusted by the National Geodetic Survey in June 1991..
 KY0908
 KY0908.The geoid height was determined by GEOID03.
 KY0908
 KY0908.The dynamic height is computed by dividing the NAVD 88
 KY0908.geopotential number by the normal gravity value computed on the
 KY0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0908.degrees latitude (g = 980.6199 gals.).
 KY0908
 KY0908.The modeled gravity was interpolated from observed gravity values.
 KY0908
 KY0908;                    North         East    Units  Estimated Accuracy
 KY0908;SPC WV N     -   168,700.      509,580.      MT  (+/- 180 meters Scaled)
 KY0908
 KY0908                          SUPERSEDED SURVEY CONTROL
 KY0908
 KY0908  NGVD 29 (??/??/92)  439.146  (m)         1440.76   (f) ADJ UNCH    2 0
 KY0908
 KY0908.Superseded values are not recommended for survey control.
 KY0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0908.See file dsdata.txt to determine how the superseded data were derived.
 KY0908
 KY0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE376294(NAD 83)
 KY0908_MARKER: DB = BENCH MARK DISK
 KY0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0908_STAMPING: N 123 1957
 KY0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0908+STABILITY: SURFACE MOTION
 KY0908
 KY0908  HISTORY     - Date     Condition        Report By
 KY0908  HISTORY     - 1957     MONUMENTED       CGS
 KY0908
 KY0908                          STATION DESCRIPTION
 KY0908
 KY0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0908'2 MI SW FROM DALLAS.
 KY0908'ABOUT 2.0 MILES SOUTHWEST ALONG LIMESTONE-DALLAS ROAD FROM THE
 KY0908'JUNCTION OF DALLAS PIKE AT DALLAS, ABOUT 0.25 MILE WEST OF
 KY0908'JUNCTION OF STONE CHURCH ROAD (BLACK TOP) LEADING NORTHWEST,
 KY0908'18 1/2 FEET NORTHWEST OF CENTER LINE OF THE ROAD AT CENTER OF
 KY0908'JUNCTION OF A DRIVE NORTH-NORTHEAST TO A ONE-STORY CONCRETE
 KY0908'BLOCK SCHOOL BUILDING, 32 FEET NORTHEAST OF TELEPHONE POLE
 KY0908'NO. 61-9, 251 FEET SOUTH-SOUTHWEST OF SOUTH CORNER OF SCHOOL
 KY0908'BUILDING, 10 FEET NORTHEAST OF AN 8-INCH SPRUCE TREE, 9 1/2
 KY0908'FEET SOUTHWEST OF AN 8-INCH MAPLE TREE AND 1 FOOT NORTHWEST
 KY0908'OF BEING IN LINE WITH THE TWO TREES, ABOUT 1 FOOT ABOVE LEVEL
 KY0908'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 KY0908'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0729 ***********************************************************************
 JX0729  DESIGNATION -  N 124
 JX0729  PID         -  JX0729
 JX0729  STATE/COUNTY-  WV/MARSHALL
 JX0729  USGS QUAD   -  CAMERON (1988)
 JX0729
 JX0729                         *CURRENT SURVEY CONTROL
 JX0729  ___________________________________________________________________
 JX0729* NAD 83(1986)-  39 51 36.     (N)    080 35 27.     (W)     SCALED    
 JX0729* NAVD 88     -       409.107  (meters)    1342.21   (feet)  ADJUSTED  
 JX0729  ___________________________________________________________________
 JX0729  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JX0729  DYNAMIC HT  -         408.870 (meters)    1341.43  (feet)  COMP
 JX0729  MODELED GRAV-     980,034.9   (mgal)                       NAVD 88
 JX0729
 JX0729  VERT ORDER  -  SECOND    CLASS 0
 JX0729
 JX0729.The horizontal coordinates were scaled from a topographic map and have
 JX0729.an estimated accuracy of +/- 6 seconds.
 JX0729
 JX0729.The orthometric height was determined by differential leveling
 JX0729.and adjusted by the National Geodetic Survey in June 1991..
 JX0729
 JX0729.The geoid height was determined by GEOID03.
 JX0729
 JX0729.The dynamic height is computed by dividing the NAVD 88
 JX0729.geopotential number by the normal gravity value computed on the
 JX0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0729.degrees latitude (g = 980.6199 gals.).
 JX0729
 JX0729.The modeled gravity was interpolated from observed gravity values.
 JX0729
 JX0729;                    North         East    Units  Estimated Accuracy
 JX0729;SPC WV N     -   151,550.      506,670.      MT  (+/- 180 meters Scaled)
 JX0729
 JX0729                          SUPERSEDED SURVEY CONTROL
 JX0729
 JX0729  NGVD 29 (??/??/92)  409.245  (m)         1342.66   (f) ADJ UNCH    2 0
 JX0729
 JX0729.Superseded values are not recommended for survey control.
 JX0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0729.See file dsdata.txt to determine how the superseded data were derived.
 JX0729
 JX0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE349122(NAD 83)
 JX0729_MARKER: DB = BENCH MARK DISK
 JX0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0729_STAMPING: N 124 1957
 JX0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0729+STABILITY: SURFACE MOTION
 JX0729
 JX0729  HISTORY     - Date     Condition        Report By
 JX0729  HISTORY     - 1957     MONUMENTED       CGS
 JX0729
 JX0729                          STATION DESCRIPTION
 JX0729
 JX0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0729'2.4 MI N FROM LOUDENVILLE.
 JX0729'ABOUT 2.35 MILES NORTH ALONG A ROAD LEADING TO FORK RIDGE BAPTIST
 JX0729'CHURCH FROM THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT
 JX0729'LOUDENVILLE, ABOUT 105 YARDS NORTH OF NORTH SIDE OF A 2-STORY
 JX0729'FARM HOUSE, 15 FEET NORTHWEST OF CENTER LINE OF ROAD, 1 3/4 FEET
 JX0729'SOUTHEAST OF A FENCE LINE, 121 FEET WEST-SOUTHWEST AND ACROSS
 JX0729'ROAD FROM POWER POLE NO. 33-950, 76 FEET SOUTHWEST OF A 20-INCH
 JX0729'WILD CHERRY TREE WHICH IS IN A FENCE LINE, 56 1/2 FEET SOUTHWEST
 JX0729'OF A 24-INCH ASH TREE WHICH IS IN A FENCE LINE, 17 FEET SOUTHWEST
 JX0729'OF NORTHWEST END OF A PIPE CULVERT UNDER ROAD, 2 FEET SOUTHWEST
 JX0729'OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE
 JX0729'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS
 JX0729'REACHED FROM THE METHODIST CHURCH AT PLEASANT VALLEY BY GOING
 JX0729'ABOUT 4.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 250, THENCE ABOUT
 JX0729'0.55 MILE WEST ALONG FORK RIDGE ROAD TO A ROAD JUNCTION AND
 JX0729'FORK RIDGE BAPTIST CHURCH, THENCE ABOUT 1.05 MILES SOUTH ALONG A
 JX0729'ROAD LEADING TO LOUDENVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0675 ***********************************************************************
 JX0675  DESIGNATION -  N 125
 JX0675  PID         -  JX0675
 JX0675  STATE/COUNTY-  WV/MARSHALL
 JX0675  USGS QUAD   -  GLEN EASTON (1976)
 JX0675
 JX0675                         *CURRENT SURVEY CONTROL
 JX0675  ___________________________________________________________________
 JX0675* NAD 83(1986)-  39 50 01.     (N)    080 38 49.     (W)     SCALED    
 JX0675* NAVD 88     -       288.408  (meters)     946.22   (feet)  ADJUSTED  
 JX0675  ___________________________________________________________________
 JX0675  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JX0675  DYNAMIC HT  -         288.242 (meters)     945.67  (feet)  COMP
 JX0675  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 JX0675
 JX0675  VERT ORDER  -  SECOND    CLASS 0
 JX0675
 JX0675.The horizontal coordinates were scaled from a topographic map and have
 JX0675.an estimated accuracy of +/- 6 seconds.
 JX0675
 JX0675.The orthometric height was determined by differential leveling
 JX0675.and adjusted by the National Geodetic Survey in June 1991..
 JX0675
 JX0675.The geoid height was determined by GEOID03.
 JX0675
 JX0675.The dynamic height is computed by dividing the NAVD 88
 JX0675.geopotential number by the normal gravity value computed on the
 JX0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0675.degrees latitude (g = 980.6199 gals.).
 JX0675
 JX0675.The modeled gravity was interpolated from observed gravity values.
 JX0675
 JX0675;                    North         East    Units  Estimated Accuracy
 JX0675;SPC WV N     -   148,680.      501,830.      MT  (+/- 180 meters Scaled)
 JX0675
 JX0675                          SUPERSEDED SURVEY CONTROL
 JX0675
 JX0675  NGVD 29 (??/??/92)  288.544  (m)          946.66   (f) ADJ UNCH    2 0
 JX0675
 JX0675.Superseded values are not recommended for survey control.
 JX0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0675.See file dsdata.txt to determine how the superseded data were derived.
 JX0675
 JX0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE302093(NAD 83)
 JX0675_MARKER: DB = BENCH MARK DISK
 JX0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0675_SP_SET: RETAINING WALL
 JX0675_STAMPING: N 125 1957
 JX0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0675
 JX0675  HISTORY     - Date     Condition        Report By
 JX0675  HISTORY     - 1957     MONUMENTED       CGS
 JX0675
 JX0675                          STATION DESCRIPTION
 JX0675
 JX0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0675'AT GLEN EASTON.
 JX0675'AT GLEN EASTON, ABOUT 155 YARDS SOUTHWEST ALONG THE BALTIMORE
 JX0675'AND OHIO RAILROAD FROM THE STATION SIGN, ABOUT 100 YARDS
 JX0675'SOUTHWEST OF THE POST OFFICE, 32 FEET SOUTHEAST OF SOUTHEAST
 JX0675'RAIL, 48 FEET SOUTHEAST AND ACROSS TRACK FROM MILEAGE POLE
 JX0675'NO. 356+22, IN THE TOP AND 10 YARDS NORTHEAST OF SOUTHWEST END OF
 JX0675'A CONCRETE RETAINING WALL BETWEEN THE TRACK AND GRAVE CREEK, AND
 JX0675'ABOUT 7 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0548 ***********************************************************************
 JX0548  DESIGNATION -  N 126
 JX0548  PID         -  JX0548
 JX0548  STATE/COUNTY-  WV/WETZEL
 JX0548  USGS QUAD   -  WILEYVILLE (1976)
 JX0548
 JX0548                         *CURRENT SURVEY CONTROL
 JX0548  ___________________________________________________________________
 JX0548* NAD 83(1986)-  39 40 54.     (N)    080 38 58.     (W)     SCALED    
 JX0548* NAVD 88     -       337.594  (meters)    1107.59   (feet)  POSTED    
 JX0548  ___________________________________________________________________
 JX0548  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JX0548  DYNAMIC HT  -         337.400 (meters)    1106.95  (feet)  COMP
 JX0548  MODELED GRAV-     980,032.5   (mgal)                       NAVD 88
 JX0548
 JX0548  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JX0548
 JX0548.The horizontal coordinates were scaled from a topographic map and have
 JX0548.an estimated accuracy of +/- 6 seconds.
 JX0548
 JX0548.The orthometric height was determined by differential leveling
 JX0548.and adjusted by the National Geodetic Survey in 1992..
 JX0548.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JX0548.rate of 3.1 thru 4.0 mm/km.
 JX0548
 JX0548.The geoid height was determined by GEOID03.
 JX0548
 JX0548.The dynamic height is computed by dividing the NAVD 88
 JX0548.geopotential number by the normal gravity value computed on the
 JX0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0548.degrees latitude (g = 980.6199 gals.).
 JX0548
 JX0548.The modeled gravity was interpolated from observed gravity values.
 JX0548
 JX0548;                    North         East    Units  Estimated Accuracy
 JX0548;SPC WV N     -   131,820.      501,400.      MT  (+/- 180 meters Scaled)
 JX0548
 JX0548                          SUPERSEDED SURVEY CONTROL
 JX0548
 JX0548  NGVD 29 (??/??/92)  337.748  (m)         1108.09   (f) ADJ UNCH    2 0
 JX0548
 JX0548.Superseded values are not recommended for survey control.
 JX0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0548.See file dsdata.txt to determine how the superseded data were derived.
 JX0548
 JX0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND300924(NAD 83)
 JX0548_MARKER: DB = BENCH MARK DISK
 JX0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0548_SP_SET: BRIDGE
 JX0548_STAMPING: N 126 1957
 JX0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0548
 JX0548  HISTORY     - Date     Condition        Report By
 JX0548  HISTORY     - 1957     MONUMENTED       CGS
 JX0548
 JX0548                          STATION DESCRIPTION
 JX0548
 JX0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0548'1.8 MI SW FROM SILVER HILL.
 JX0548'ABOUT 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE BRIDGE
 JX0548'OVER LAUREL RUN AND POST OFFICE AT SILVER HILL, ABOUT 0.85 MILE
 JX0548'NORTHEAST OF ROSEFIELD SCHOOL, IN THE TOP OF THE WING WALL AT EAST
 JX0548'CORNER OF A 10-FOOT CONCRETE BRIDGE OVER CAMP RUN, 14 FEET
 JX0548'SOUTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT 2 FEET BELOW LEVEL
 JX0548'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0709 ***********************************************************************
 JX0709  DESIGNATION -  N 127
 JX0709  PID         -  JX0709
 JX0709  STATE/COUNTY-  WV/MARSHALL
 JX0709  USGS QUAD   -  GLEN EASTON (1976)
 JX0709
 JX0709                         *CURRENT SURVEY CONTROL
 JX0709  ___________________________________________________________________
 JX0709* NAD 83(1986)-  39 46 54.     (N)    080 42 10.     (W)     SCALED    
 JX0709* NAVD 88     -       219.319  (meters)     719.55   (feet)  ADJUSTED  
 JX0709  ___________________________________________________________________
 JX0709  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX0709  DYNAMIC HT  -         219.195 (meters)     719.14  (feet)  COMP
 JX0709  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 JX0709
 JX0709  VERT ORDER  -  SECOND    CLASS 0
 JX0709
 JX0709.The horizontal coordinates were scaled from a topographic map and have
 JX0709.an estimated accuracy of +/- 6 seconds.
 JX0709
 JX0709.The orthometric height was determined by differential leveling
 JX0709.and adjusted by the National Geodetic Survey in June 1991..
 JX0709
 JX0709.The geoid height was determined by GEOID03.
 JX0709
 JX0709.The dynamic height is computed by dividing the NAVD 88
 JX0709.geopotential number by the normal gravity value computed on the
 JX0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0709.degrees latitude (g = 980.6199 gals.).
 JX0709
 JX0709.The modeled gravity was interpolated from observed gravity values.
 JX0709
 JX0709;                    North         East    Units  Estimated Accuracy
 JX0709;SPC WV N     -   142,980.      496,970.      MT  (+/- 180 meters Scaled)
 JX0709
 JX0709                          SUPERSEDED SURVEY CONTROL
 JX0709
 JX0709  NGVD 29 (??/??/92)  219.466  (m)          720.03   (f) ADJ UNCH    2 0
 JX0709
 JX0709.Superseded values are not recommended for survey control.
 JX0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0709.See file dsdata.txt to determine how the superseded data were derived.
 JX0709
 JX0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE254035(NAD 83)
 JX0709_MARKER: DB = BENCH MARK DISK
 JX0709_SETTING: 66 = SET IN ROCK OUTCROP
 JX0709_SP_SET: ROCK CUT
 JX0709_STAMPING: N 127 1957
 JX0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0709+STABILITY: POSITION/ELEVATION WELL
 JX0709
 JX0709  HISTORY     - Date     Condition        Report By
 JX0709  HISTORY     - 1957     MONUMENTED       CGS
 JX0709
 JX0709                          STATION DESCRIPTION
 JX0709
 JX0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0709'1.1 MI NE FROM LYNN CAMP.
 JX0709'ABOUT 1.1 MILES NORTHEAST ALONG A ROAD FOLLOWING FISH CREEK AND
 JX0709'LEADING TO ADALINE FROM THE JUNCTION OF BLACK TOP ROAD AT LYNN
 JX0709'CAMP, ABOUT 0.85 MILE WEST OF JUNCTION OF ROAD LEADING NORTHEAST
 JX0709'ALONG UPPER BOWMAN RUN, SET VERTICALLY IN THE SOUTHEAST FACE OF
 JX0709'A ROCK CUT AT THE TOP OF A LOW GRADE, 20 1/2 FEET NORTHWEST OF
 JX0709'CENTER LINE OF ROAD, 60 FEET NORTHEAST OF NORTHWEST END OF A
 JX0709'30-INCH PIPE CULVERT, 64 FEET SOUTHWEST OF NORTHWEST END OF A
 JX0709'30-INCH PIPE CULVERT AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0692 ***********************************************************************
 JX0692  DESIGNATION -  N 128
 JX0692  PID         -  JX0692
 JX0692  STATE/COUNTY-  WV/MARSHALL
 JX0692  USGS QUAD   -  WILEYVILLE (1976)
 JX0692
 JX0692                         *CURRENT SURVEY CONTROL
 JX0692  ___________________________________________________________________
 JX0692* NAD 83(1986)-  39 44 25.     (N)    080 42 28.     (W)     SCALED    
 JX0692* NAVD 88     -       410.774  (meters)    1347.68   (feet)  ADJUSTED  
 JX0692  ___________________________________________________________________
 JX0692  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JX0692  DYNAMIC HT  -         410.541 (meters)    1346.92  (feet)  COMP
 JX0692  MODELED GRAV-     980,046.4   (mgal)                       NAVD 88
 JX0692
 JX0692  VERT ORDER  -  SECOND    CLASS 0
 JX0692
 JX0692.The horizontal coordinates were scaled from a topographic map and have
 JX0692.an estimated accuracy of +/- 6 seconds.
 JX0692
 JX0692.The orthometric height was determined by differential leveling
 JX0692.and adjusted by the National Geodetic Survey in June 1991..
 JX0692
 JX0692.The geoid height was determined by GEOID03.
 JX0692
 JX0692.The dynamic height is computed by dividing the NAVD 88
 JX0692.geopotential number by the normal gravity value computed on the
 JX0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0692.degrees latitude (g = 980.6199 gals.).
 JX0692
 JX0692.The modeled gravity was interpolated from observed gravity values.
 JX0692
 JX0692;                    North         East    Units  Estimated Accuracy
 JX0692;SPC WV N     -   138,390.      496,480.      MT  (+/- 180 meters Scaled)
 JX0692
 JX0692                          SUPERSEDED SURVEY CONTROL
 JX0692
 JX0692  NGVD 29 (??/??/92)  410.925  (m)         1348.18   (f) ADJ UNCH    2 0
 JX0692
 JX0692.Superseded values are not recommended for survey control.
 JX0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0692.See file dsdata.txt to determine how the superseded data were derived.
 JX0692
 JX0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND250989(NAD 83)
 JX0692_MARKER: DB = BENCH MARK DISK
 JX0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0692_STAMPING: N 128 1957
 JX0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0692+STABILITY: SURFACE MOTION
 JX0692
 JX0692  HISTORY     - Date     Condition        Report By
 JX0692  HISTORY     - 1957     MONUMENTED       CGS
 JX0692
 JX0692                          STATION DESCRIPTION
 JX0692
 JX0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0692'1.3 MI NE FROM SAINT JOSEPH.
 JX0692'ABOUT 1.3 MILES NORTHEAST AND NORTH ALONG A ROAD LEADING TO LYNN
 JX0692'CAMP FROM THE ROAD JUNCTION AND CHURCH AT SAINT JOSEPH, ABOUT 150
 JX0692'YARDS NORTH OF A TWO-STORY WHITE FARM HOUSE WHICH IS LOCATED
 JX0692'WEST OF ROAD, AT CROSSING OF A POWER LINE, 15 1/2 FEET WEST OF
 JX0692'CENTER LINE OF ROAD, 6 FEET EAST OF POWER POLE NO. 32-327, 1
 JX0692'FOOT EAST OF A FENCE LINE, 2 FEET NORTH OF A CONCRETE WITNESS POST,
 JX0692'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX0692'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0663 ***********************************************************************
 JX0663  DESIGNATION -  N 129
 JX0663  PID         -  JX0663
 JX0663  STATE/COUNTY-  WV/WETZEL
 JX0663  USGS QUAD   -  BIG RUN (1976)
 JX0663
 JX0663                         *CURRENT SURVEY CONTROL
 JX0663  ___________________________________________________________________
 JX0663* NAD 83(1986)-  39 32 20.     (N)    080 32 44.     (W)     SCALED    
 JX0663* NAVD 88     -       416.820  (meters)    1367.52   (feet)  ADJUSTED  
 JX0663  ___________________________________________________________________
 JX0663  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JX0663  DYNAMIC HT  -         416.574 (meters)    1366.71  (feet)  COMP
 JX0663  MODELED GRAV-     980,022.3   (mgal)                       NAVD 88
 JX0663
 JX0663  VERT ORDER  -  SECOND    CLASS 0
 JX0663
 JX0663.The horizontal coordinates were scaled from a topographic map and have
 JX0663.an estimated accuracy of +/- 6 seconds.
 JX0663
 JX0663.The orthometric height was determined by differential leveling
 JX0663.and adjusted by the National Geodetic Survey in June 1991..
 JX0663
 JX0663.The geoid height was determined by GEOID03.
 JX0663
 JX0663.The dynamic height is computed by dividing the NAVD 88
 JX0663.geopotential number by the normal gravity value computed on the
 JX0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0663.degrees latitude (g = 980.6199 gals.).
 JX0663
 JX0663.The modeled gravity was interpolated from observed gravity values.
 JX0663
 JX0663;                    North         East    Units  Estimated Accuracy
 JX0663;SPC WV N     -   115,860.      510,130.      MT  (+/- 180 meters Scaled)
 JX0663
 JX0663                          SUPERSEDED SURVEY CONTROL
 JX0663
 JX0663  NGVD 29 (??/??/92)  416.978  (m)         1368.04   (f) ADJ UNCH    2 0
 JX0663
 JX0663.Superseded values are not recommended for survey control.
 JX0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0663.See file dsdata.txt to determine how the superseded data were derived.
 JX0663
 JX0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND390766(NAD 83)
 JX0663_MARKER: DB = BENCH MARK DISK
 JX0663_SETTING: 66 = SET IN ROCK OUTCROP
 JX0663_SP_SET: ROCK CUT
 JX0663_STAMPING: N 129 1957
 JX0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0663+STABILITY: POSITION/ELEVATION WELL
 JX0663
 JX0663  HISTORY     - Date     Condition        Report By
 JX0663  HISTORY     - 1957     MONUMENTED       CGS
 JX0663
 JX0663                          STATION DESCRIPTION
 JX0663
 JX0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0663'5.2 MI N FROM SMITHFIELD.
 JX0663'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 JX0663'BALTIMORE AND OHIO RAILROAD STATION AT SMITHFIELD, THENCE ABOUT
 JX0663'2.9 MILES NORTHEAST ALONG A GRAVEL ROAD FOLLOWING FALLEN TIMBER
 JX0663'RUN, THENCE ABOUT 0.75 MILE NORTH ALONG A GRAVEL ROAD, ABOUT
 JX0663'0.15 MILE SOUTHEAST OF CROSSROAD AT FAIRVIEW, ON THE NORTH SLOPE
 JX0663'OF A LONG CROOKED GRADE, SET VERTICALLY IN THE SOUTHWEST FACE
 JX0663'OF A ROCK CUT, 27 FEET NORTHEAST OF CENTER LINE OF ROAD, 1 FOOT
 JX0663'ABOVE GROUND AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK
 JX0663'IS REACHED FROM THE ROAD JUNCTION AT MOBLEY BY GOING ABOUT 0.35
 JX0663'MILE SOUTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 1.65 MILES
 JX0663'SOUTH ALONG A GRAVEL ROAD LEADING VIA FAIRVIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1053 ***********************************************************************
 HX1053  DESIGNATION -  N 13
 HX1053  PID         -  HX1053
 HX1053  STATE/COUNTY-  WV/NICHOLAS
 HX1053  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1053
 HX1053                         *CURRENT SURVEY CONTROL
 HX1053  ___________________________________________________________________
 HX1053* NAD 83(1986)-  38 21 08.     (N)    080 44 27.     (W)     SCALED    
 HX1053* NAVD 88     -       597.417  (meters)    1960.03   (feet)  ADJUSTED  
 HX1053  ___________________________________________________________________
 HX1053  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HX1053  DYNAMIC HT  -         596.959 (meters)    1958.52  (feet)  COMP
 HX1053  MODELED GRAV-     979,843.3   (mgal)                       NAVD 88
 HX1053
 HX1053  VERT ORDER  -  SECOND    CLASS 0
 HX1053
 HX1053.The horizontal coordinates were scaled from a topographic map and have
 HX1053.an estimated accuracy of +/- 6 seconds.
 HX1053
 HX1053.The orthometric height was determined by differential leveling
 HX1053.and adjusted by the National Geodetic Survey in June 1991..
 HX1053
 HX1053.The geoid height was determined by GEOID03.
 HX1053
 HX1053.The dynamic height is computed by dividing the NAVD 88
 HX1053.geopotential number by the normal gravity value computed on the
 HX1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1053.degrees latitude (g = 980.6199 gals.).
 HX1053
 HX1053.The modeled gravity was interpolated from observed gravity values.
 HX1053
 HX1053;                    North         East    Units  Estimated Accuracy
 HX1053;SPC WV S     -   150,110.      622,650.      MT  (+/- 180 meters Scaled)
 HX1053
 HX1053                          SUPERSEDED SURVEY CONTROL
 HX1053
 HX1053  NGVD 29 (??/??/92)  597.565  (m)         1960.51   (f) ADJ UNCH    2 0
 HX1053
 HX1053.Superseded values are not recommended for survey control.
 HX1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1053.See file dsdata.txt to determine how the superseded data were derived.
 HX1053
 HX1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC226449(NAD 83)
 HX1053_MARKER: DB = BENCH MARK DISK
 HX1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1053_SP_SET: CULVERT
 HX1053_STAMPING: N 13 1933
 HX1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1053
 HX1053  HISTORY     - Date     Condition        Report By
 HX1053  HISTORY     - 1933     MONUMENTED       CGS
 HX1053  HISTORY     - 1961     GOOD             NGS
 HX1053
 HX1053                          STATION DESCRIPTION
 HX1053
 HX1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1053'2.6 MI W FROM CALVIN.
 HX1053'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 41 FROM THE LITTLE UNION
 HX1053'BAPTIST CHURCH AT CALVIN, THENCE 1.2 MILES NORTHWEST ALONG STATE
 HX1053'HIGHWAY 43, AT THE OUTSIDE OF A LONG CURVE, NEAR THE JUNCTION OF
 HX1053'A PRIVATE ROAD LEADING NORTHEAST, SET ON THE TOP OF THE SOUTHEAST
 HX1053'END OF THE NORTHEAST CONCRETE HEADWALL OF AN 8 FOOT BOX CULVERT
 HX1053'OVE BACK FORK, 15 FEET NORTHEAST OF THE CENTER LINE OF THE
 HX1053'HIGHWAY, 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL
 HX1053'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0616 ***********************************************************************
 JX0616  DESIGNATION -  N 130
 JX0616  PID         -  JX0616
 JX0616  STATE/COUNTY-  WV/WETZEL
 JX0616  USGS QUAD   -  WILEYVILLE (1976)
 JX0616
 JX0616                         *CURRENT SURVEY CONTROL
 JX0616  ___________________________________________________________________
 JX0616* NAD 83(1986)-  39 37 45.     (N)    080 41 09.     (W)     SCALED    
 JX0616* NAVD 88     -       240.499  (meters)     789.04   (feet)  ADJUSTED  
 JX0616  ___________________________________________________________________
 JX0616  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JX0616  DYNAMIC HT  -         240.358 (meters)     788.57  (feet)  COMP
 JX0616  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 JX0616
 JX0616  VERT ORDER  -  SECOND    CLASS 0
 JX0616
 JX0616.The horizontal coordinates were scaled from a topographic map and have
 JX0616.an estimated accuracy of +/- 6 seconds.
 JX0616
 JX0616.The orthometric height was determined by differential leveling
 JX0616.and adjusted by the National Geodetic Survey in June 1991..
 JX0616
 JX0616.The geoid height was determined by GEOID03.
 JX0616
 JX0616.The dynamic height is computed by dividing the NAVD 88
 JX0616.geopotential number by the normal gravity value computed on the
 JX0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0616.degrees latitude (g = 980.6199 gals.).
 JX0616
 JX0616.The modeled gravity was interpolated from observed gravity values.
 JX0616
 JX0616;                    North         East    Units  Estimated Accuracy
 JX0616;SPC WV N     -   126,030.      498,200.      MT  (+/- 180 meters Scaled)
 JX0616
 JX0616                          SUPERSEDED SURVEY CONTROL
 JX0616
 JX0616  NGVD 29 (??/??/92)  240.658  (m)          789.56   (f) ADJ UNCH    2 0
 JX0616
 JX0616.Superseded values are not recommended for survey control.
 JX0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0616.See file dsdata.txt to determine how the superseded data were derived.
 JX0616
 JX0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND269866(NAD 83)
 JX0616_MARKER: DB = BENCH MARK DISK
 JX0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0616_SP_SET: CULVERT
 JX0616_STAMPING: N 130 1957
 JX0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0616
 JX0616  HISTORY     - Date     Condition        Report By
 JX0616  HISTORY     - 1957     MONUMENTED       CGS
 JX0616
 JX0616                          STATION DESCRIPTION
 JX0616
 JX0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0616'0.8 MI W FROM WILEYVILLE.
 JX0616'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH OF
 JX0616'CHRIST AT WILEYVILLE, ABOUT 0.35 MILE WEST OF A 30-FOOT BRIDGE
 JX0616'OVER RUSH RUN, ABOUT MIDWAY BETWEEN A WHITE FRAME HOUSE AND A RED
 JX0616'BARN, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD
 JX0616'WALL OF A 6-FOOT CONCRETE BOX CULVERT, 15 FEET NORTHWEST OF
 JX0616'CENTER LINE OF HIGHWAY, 1 FOOT NORTHEAST OF SOUTHWEST END OF HEAD
 JX0616'WALL AND 1 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1020 ***********************************************************************
 JX1020  DESIGNATION -  N 131
 JX1020  PID         -  JX1020
 JX1020  STATE/COUNTY-  WV/RITCHIE
 JX1020  USGS QUAD   -  ELLENBORO (1975)
 JX1020
 JX1020                         *CURRENT SURVEY CONTROL
 JX1020  ___________________________________________________________________
 JX1020* NAD 83(1986)-  39 17 00.     (N)    081 04 47.     (W)     SCALED    
 JX1020* NAVD 88     -       241.768  (meters)     793.20   (feet)  ADJUSTED  
 JX1020  ___________________________________________________________________
 JX1020  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JX1020  DYNAMIC HT  -         241.617 (meters)     792.71  (feet)  COMP
 JX1020  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JX1020
 JX1020  VERT ORDER  -  SECOND    CLASS 0
 JX1020
 JX1020.The horizontal coordinates were scaled from a topographic map and have
 JX1020.an estimated accuracy of +/- 6 seconds.
 JX1020
 JX1020.The orthometric height was determined by differential leveling
 JX1020.and adjusted by the National Geodetic Survey in June 1991..
 JX1020
 JX1020.The geoid height was determined by GEOID03.
 JX1020
 JX1020.The dynamic height is computed by dividing the NAVD 88
 JX1020.geopotential number by the normal gravity value computed on the
 JX1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1020.degrees latitude (g = 980.6199 gals.).
 JX1020
 JX1020.The modeled gravity was interpolated from observed gravity values.
 JX1020
 JX1020;                    North         East    Units  Estimated Accuracy
 JX1020;SPC WV N     -    88,160.      463,710.      MT  (+/- 180 meters Scaled)
 JX1020
 JX1020                          SUPERSEDED SURVEY CONTROL
 JX1020
 JX1020  NGVD 29 (??/??/92)  241.938  (m)          793.76   (f) ADJ UNCH    2 0
 JX1020
 JX1020.Superseded values are not recommended for survey control.
 JX1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1020.See file dsdata.txt to determine how the superseded data were derived.
 JX1020
 JX1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD931482(NAD 83)
 JX1020_MARKER: DB = BENCH MARK DISK
 JX1020_SETTING: 66 = SET IN ROCK OUTCROP
 JX1020_SP_SET: ROCK LEDGE
 JX1020_STAMPING: N 131 1957
 JX1020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1020+STABILITY: POSITION/ELEVATION WELL
 JX1020
 JX1020  HISTORY     - Date     Condition        Report By
 JX1020  HISTORY     - 1957     MONUMENTED       CGS
 JX1020
 JX1020                          STATION DESCRIPTION
 JX1020
 JX1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1020'AT PIKE.
 JX1020'AT PIKE, ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE
 JX1020'JUNCTION OF U.S. ALTERNATE 50, IN THE TOP OF AN OUTCROPPING
 JX1020'SANDSTONE LEDGE ABOUT 3 1/2 BY 2 1/2 FEET, 42 1/2 FEET SOUTH OF
 JX1020'CENTER LINE OF HIGHWAY, 34 FEET SOUTHWEST OF SOUTHWEST CORNER OF A
 JX1020'2 BY 4 FOOT CONCRETE CATCH BASIN, 26 FEET NORTHEAST OF TELEPHONE
 JX1020'CABLE POLE NO. 6487/55, 10 FEET NORTH-NORTHWEST OF NORTHWEST
 JX1020'CORNER OF FARLEYS GROCERY STORE, 5 FEET WEST-NORTHWEST OF NORTHWEST
 JX1020'CORNER OF PORCH OF STORE AND ABOUT 5 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0925 ***********************************************************************
 JX0925  DESIGNATION -  N 132
 JX0925  PID         -  JX0925
 JX0925  STATE/COUNTY-  WV/RITCHIE
 JX0925  USGS QUAD   -  ELLENBORO (1975)
 JX0925
 JX0925                         *CURRENT SURVEY CONTROL
 JX0925  ___________________________________________________________________
 JX0925* NAD 83(1986)-  39 17 11.     (N)    081 05 31.     (W)     SCALED    
 JX0925* NAVD 88     -       236.708  (meters)     776.60   (feet)  ADJUSTED  
 JX0925  ___________________________________________________________________
 JX0925  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JX0925  DYNAMIC HT  -         236.560 (meters)     776.11  (feet)  COMP
 JX0925  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 JX0925
 JX0925  VERT ORDER  -  SECOND    CLASS 0
 JX0925
 JX0925.The horizontal coordinates were scaled from a topographic map and have
 JX0925.an estimated accuracy of +/- 6 seconds.
 JX0925
 JX0925.The orthometric height was determined by differential leveling
 JX0925.and adjusted by the National Geodetic Survey in June 1991..
 JX0925
 JX0925.The geoid height was determined by GEOID03.
 JX0925
 JX0925.The dynamic height is computed by dividing the NAVD 88
 JX0925.geopotential number by the normal gravity value computed on the
 JX0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0925.degrees latitude (g = 980.6199 gals.).
 JX0925
 JX0925.The modeled gravity was interpolated from observed gravity values.
 JX0925
 JX0925;                    North         East    Units  Estimated Accuracy
 JX0925;SPC WV N     -    88,520.      462,670.      MT  (+/- 180 meters Scaled)
 JX0925
 JX0925                          SUPERSEDED SURVEY CONTROL
 JX0925
 JX0925  NGVD 29 (??/??/92)  236.878  (m)          777.16   (f) ADJ UNCH    2 0
 JX0925
 JX0925.Superseded values are not recommended for survey control.
 JX0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0925.See file dsdata.txt to determine how the superseded data were derived.
 JX0925
 JX0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD920485(NAD 83)
 JX0925_MARKER: DB = BENCH MARK DISK
 JX0925_SETTING: 66 = SET IN ROCK OUTCROP
 JX0925_SP_SET: ROCK LEDGE
 JX0925_STAMPING: N 132 1957
 JX0925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0925+STABILITY: POSITION/ELEVATION WELL
 JX0925
 JX0925  HISTORY     - Date     Condition        Report By
 JX0925  HISTORY     - 1957     MONUMENTED       CGS
 JX0925
 JX0925                          STATION DESCRIPTION
 JX0925
 JX0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0925'0.9 MI NW FROM PIKE.
 JX0925'ABOUT 0.75 MILE NORTHWEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION
 JX0925'OF U.S. ALTERNATE 50 AT PIKE, SET VERTICALLY IN FACE OF A
 JX0925'SANDSTONE LEDGE ABOUT 40 BY 4 FEET, 55 FEET NORTHEAST OF CENTER
 JX0925'LINE OF HIGHWAY, 72 FEET SOUTHEAST OF SOUTHEAST END OF NORTHEAST
 JX0925'HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY, 20
 JX0925'FEET NORTHEAST OF A FENCE LINE, 28 FEET SOUTH-SOUTHWEST AND BELOW
 JX0925'TELEPHONE CABLE POLE NO. 6, 1 ABOVE GROUND AND ABOUT 4 1/2 FEET
 JX0925'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0363 ***********************************************************************
 JX0363  DESIGNATION -  N 133
 JX0363  PID         -  JX0363
 JX0363  STATE/COUNTY-  WV/DODDRIDGE
 JX0363  USGS QUAD   -  SALEM (1976)
 JX0363
 JX0363                         *CURRENT SURVEY CONTROL
 JX0363  ___________________________________________________________________
 JX0363* NAD 83(1986)-  39 21 19.     (N)    080 34 20.     (W)     SCALED    
 JX0363* NAVD 88     -       261.544  (meters)     858.08   (feet)  ADJUSTED  
 JX0363  ___________________________________________________________________
 JX0363  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JX0363  DYNAMIC HT  -         261.383 (meters)     857.55  (feet)  COMP
 JX0363  MODELED GRAV-     980,005.0   (mgal)                       NAVD 88
 JX0363
 JX0363  VERT ORDER  -  SECOND    CLASS 0
 JX0363
 JX0363.The horizontal coordinates were scaled from a topographic map and have
 JX0363.an estimated accuracy of +/- 6 seconds.
 JX0363
 JX0363.The orthometric height was determined by differential leveling
 JX0363.and adjusted by the National Geodetic Survey in June 1991..
 JX0363
 JX0363.The geoid height was determined by GEOID03.
 JX0363
 JX0363.The dynamic height is computed by dividing the NAVD 88
 JX0363.geopotential number by the normal gravity value computed on the
 JX0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0363.degrees latitude (g = 980.6199 gals.).
 JX0363
 JX0363.The modeled gravity was interpolated from observed gravity values.
 JX0363
 JX0363;                    North         East    Units  Estimated Accuracy
 JX0363;SPC WV N     -    95,500.      507,590.      MT  (+/- 180 meters Scaled)
 JX0363
 JX0363                          SUPERSEDED SURVEY CONTROL
 JX0363
 JX0363  NGVD 29 (??/??/92)  261.698  (m)          858.59   (f) ADJ UNCH    2 0
 JX0363
 JX0363.Superseded values are not recommended for survey control.
 JX0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0363.See file dsdata.txt to determine how the superseded data were derived.
 JX0363
 JX0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND368562(NAD 83)
 JX0363_MARKER: DB = BENCH MARK DISK
 JX0363_SETTING: 66 = SET IN ROCK OUTCROP
 JX0363_SP_SET: LEDGE
 JX0363_STAMPING: N 133 1957
 JX0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0363+STABILITY: POSITION/ELEVATION WELL
 JX0363
 JX0363  HISTORY     - Date     Condition        Report By
 JX0363  HISTORY     - 1957     MONUMENTED       CGS
 JX0363
 JX0363                          STATION DESCRIPTION
 JX0363
 JX0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0363'0.2 MI SE FROM SEDALIA.
 JX0363'ABOUT 0.25 MILE SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE
 JX0363'SCHOOL AT SEDALIA, IN THE TOP OF A LEDGE PROJECTION FROM NORTHEAST
 JX0363'WING WALL OF HIGHWAY BRIDGE OVER ELKHORN RUN, 16 1/2 FEET EAST
 JX0363'OF CENTER LINE OF HIGHWAY, 43 FEET SOUTH-SOUTHWEST OF CENTER
 JX0363'LINE OF A GRAVEL ROAD LEADING SOUTHEAST ALONG ELKHORN RUN, 4 1/2
 JX0363'FEET EAST OF NORTH END OF EAST CONCRETE BRIDGE RAILING AND
 JX0363'ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0370 ***********************************************************************
 JX0370  DESIGNATION -  N 134
 JX0370  PID         -  JX0370
 JX0370  STATE/COUNTY-  WV/DODDRIDGE
 JX0370  USGS QUAD   -  CENTER POINT (1976)
 JX0370
 JX0370                         *CURRENT SURVEY CONTROL
 JX0370  ___________________________________________________________________
 JX0370* NAD 83(1986)-  39 23 56.     (N)    080 38 44.     (W)     SCALED    
 JX0370* NAVD 88     -       238.056  (meters)     781.02   (feet)  ADJUSTED  
 JX0370  ___________________________________________________________________
 JX0370  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JX0370  DYNAMIC HT  -         237.913 (meters)     780.55  (feet)  COMP
 JX0370  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 JX0370
 JX0370  VERT ORDER  -  SECOND    CLASS 0
 JX0370
 JX0370.The horizontal coordinates were scaled from a topographic map and have
 JX0370.an estimated accuracy of +/- 6 seconds.
 JX0370
 JX0370.The orthometric height was determined by differential leveling
 JX0370.and adjusted by the National Geodetic Survey in June 1991..
 JX0370
 JX0370.The geoid height was determined by GEOID03.
 JX0370
 JX0370.The dynamic height is computed by dividing the NAVD 88
 JX0370.geopotential number by the normal gravity value computed on the
 JX0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0370.degrees latitude (g = 980.6199 gals.).
 JX0370
 JX0370.The modeled gravity was interpolated from observed gravity values.
 JX0370
 JX0370;                    North         East    Units  Estimated Accuracy
 JX0370;SPC WV N     -   100,420.      501,330.      MT  (+/- 180 meters Scaled)
 JX0370
 JX0370                          SUPERSEDED SURVEY CONTROL
 JX0370
 JX0370  NGVD 29 (??/??/92)  238.216  (m)          781.55   (f) ADJ UNCH    2 0
 JX0370
 JX0370.Superseded values are not recommended for survey control.
 JX0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0370.See file dsdata.txt to determine how the superseded data were derived.
 JX0370
 JX0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND305611(NAD 83)
 JX0370_MARKER: DB = BENCH MARK DISK
 JX0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0370_SP_SET: BRIDGE
 JX0370_STAMPING: N 134 1957
 JX0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0370
 JX0370  HISTORY     - Date     Condition        Report By
 JX0370  HISTORY     - 1957     MONUMENTED       CGS
 JX0370
 JX0370                          STATION DESCRIPTION
 JX0370
 JX0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0370'1.5 MI NW FROM CENTER POINT.
 JX0370'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE SCHOOL
 JX0370'AT CENTER POINT, IN THE TOP OF NORTH END OF EAST BRIDGE RAILING
 JX0370'OF HIGHWAY BRIDGE OVER FRANKS RUN, 11 FEET EAST OF CENTER LINE
 JX0370'OF HIGHWAY, 168 FEET NORTH OF CENTER OF JUNCTION OF HIGHWAY AND
 JX0370'FRANKS RUN ROAD LEADING EAST, 1 FOOT SOUTH OF NORTH END OF BRIDGE
 JX0370'RAILING AND 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1063 ***********************************************************************
 JX1063  DESIGNATION -  N 135
 JX1063  PID         -  JX1063
 JX1063  STATE/COUNTY-  WV/PLEASANTS
 JX1063  USGS QUAD   -  BENS RUN (1994)
 JX1063
 JX1063                         *CURRENT SURVEY CONTROL
 JX1063  ___________________________________________________________________
 JX1063* NAD 83(1986)-  39 25 05.     (N)    081 02 06.     (W)     SCALED    
 JX1063* NAVD 88     -       260.697  (meters)     855.30   (feet)  ADJUSTED  
 JX1063  ___________________________________________________________________
 JX1063  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JX1063  DYNAMIC HT  -         260.540 (meters)     854.79  (feet)  COMP
 JX1063  MODELED GRAV-     980,020.4   (mgal)                       NAVD 88
 JX1063
 JX1063  VERT ORDER  -  SECOND    CLASS 0
 JX1063
 JX1063.The horizontal coordinates were scaled from a topographic map and have
 JX1063.an estimated accuracy of +/- 6 seconds.
 JX1063
 JX1063.The orthometric height was determined by differential leveling
 JX1063.and adjusted by the National Geodetic Survey in June 1991..
 JX1063
 JX1063.The geoid height was determined by GEOID03.
 JX1063
 JX1063.The dynamic height is computed by dividing the NAVD 88
 JX1063.geopotential number by the normal gravity value computed on the
 JX1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1063.degrees latitude (g = 980.6199 gals.).
 JX1063
 JX1063.The modeled gravity was interpolated from observed gravity values.
 JX1063
 JX1063;                    North         East    Units  Estimated Accuracy
 JX1063;SPC WV N     -   103,050.      467,830.      MT  (+/- 180 meters Scaled)
 JX1063
 JX1063                          SUPERSEDED SURVEY CONTROL
 JX1063
 JX1063  NGVD 29 (??/??/92)  260.867  (m)          855.86   (f) ADJ UNCH    2 0
 JX1063
 JX1063.Superseded values are not recommended for survey control.
 JX1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1063.See file dsdata.txt to determine how the superseded data were derived.
 JX1063
 JX1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD969631(NAD 83)
 JX1063_MARKER: DB = BENCH MARK DISK
 JX1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1063_STAMPING: N 135 1957
 JX1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1063+STABILITY: SURFACE MOTION
 JX1063
 JX1063  HISTORY     - Date     Condition        Report By
 JX1063  HISTORY     - 1957     MONUMENTED       CGS
 JX1063  HISTORY     - 1983     GOOD             NGS
 JX1063
 JX1063                          STATION DESCRIPTION
 JX1063
 JX1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1063'3 MI SE FROM ARVILLA.
 JX1063'ABOUT 1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE
 JX1063'OVER MIDDLE ISLAND CREEK AT ARVILLA, THENCE ABOUT 2.0 MILES SOUTH
 JX1063'AND SOUTHEAST ALONG A ROAD LEADING TO MEADVILLE, ABOUT 2.25 MILES
 JX1063'NORTHWEST OF BRIDGE OVER SUGAR RUN AT MEADVILLE, TYLER COUNTY, ABOUT
 JX1063'0.6 MILE WEST OF UNION CHAPEL CHURCH AND CEMETERY, ABOUT 0.45
 JX1063'MILE WEST OF JUNCTION OF A GRAVEL ROAD SOUTHWEST, 27 FEET NORTH
 JX1063'OF CENTER LINE OF ROAD, 23 FEET EAST-SOUTHEAST OF A 30-INCH
 JX1063'FORKED ELM TREE, 22 FEET NORTHWEST OF NORTH END OF A 24-INCH
 JX1063'PIPE CULVERT UNDER ROAD, 2 FEET NORTHWEST OF A CONCRETE WITNESS
 JX1063'POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX1063'PROJECTING 4 INCHES.
 JX1063
 JX1063                          STATION RECOVERY (1983)
 JX1063
 JX1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0591 ***********************************************************************
 JX0591  DESIGNATION -  N 136
 JX0591  PID         -  JX0591
 JX0591  STATE/COUNTY-  WV/TYLER
 JX0591  USGS QUAD   -  PADEN CITY (1994)
 JX0591
 JX0591                         *CURRENT SURVEY CONTROL
 JX0591  ___________________________________________________________________
 JX0591* NAD 83(1986)-  39 31 34.     (N)    080 53 48.     (W)     SCALED    
 JX0591* NAVD 88     -       211.703  (meters)     694.56   (feet)  ADJUSTED  
 JX0591  ___________________________________________________________________
 JX0591  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JX0591  DYNAMIC HT  -         211.578 (meters)     694.15  (feet)  COMP
 JX0591  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 JX0591
 JX0591  VERT ORDER  -  SECOND    CLASS 0
 JX0591
 JX0591.The horizontal coordinates were scaled from a topographic map and have
 JX0591.an estimated accuracy of +/- 6 seconds.
 JX0591
 JX0591.The orthometric height was determined by differential leveling
 JX0591.and adjusted by the National Geodetic Survey in June 1991..
 JX0591
 JX0591.The geoid height was determined by GEOID03.
 JX0591
 JX0591.The dynamic height is computed by dividing the NAVD 88
 JX0591.geopotential number by the normal gravity value computed on the
 JX0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0591.degrees latitude (g = 980.6199 gals.).
 JX0591
 JX0591.The modeled gravity was interpolated from observed gravity values.
 JX0591
 JX0591;                    North         East    Units  Estimated Accuracy
 JX0591;SPC WV N     -   114,850.      479,930.      MT  (+/- 180 meters Scaled)
 JX0591
 JX0591                          SUPERSEDED SURVEY CONTROL
 JX0591
 JX0591  NGVD 29 (??/??/92)  211.866  (m)          695.10   (f) ADJ UNCH    2 0
 JX0591
 JX0591.Superseded values are not recommended for survey control.
 JX0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0591.See file dsdata.txt to determine how the superseded data were derived.
 JX0591
 JX0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND088751(NAD 83)
 JX0591_MARKER: DB = BENCH MARK DISK
 JX0591_SETTING: 66 = SET IN ROCK OUTCROP
 JX0591_SP_SET: BOULDER
 JX0591_STAMPING: N 136 1957
 JX0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0591+STABILITY: POSITION/ELEVATION WELL
 JX0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JX0591+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 JX0591
 JX0591  HISTORY     - Date     Condition        Report By
 JX0591  HISTORY     - 1957     MONUMENTED       CGS
 JX0591  HISTORY     - 1983     GOOD             NGS
 JX0591  HISTORY     - 20060311 GOOD             GEOCAC
 JX0591
 JX0591                          STATION DESCRIPTION
 JX0591
 JX0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0591'1.1 MI S FROM KIDWELL.
 JX0591'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE ROAD JUNCTION
 JX0591'AT KIDWELL, ABOUT 50 YARDS SOUTH OF SOUTH EDGE OF A CULTIVATED
 JX0591'FIELD, 24 FEET EAST OF CENTER LINE OF HIGHWAY, SET VERTICALLY
 JX0591'IN NORTHWEST FACE OF A PROMINENT BOULDER, 91 1/2 FEET NORTHEAST
 JX0591'AND ACROSS HIGHWAY FROM POWER POLE NO. 6/65, 63 FEET EAST AND
 JX0591'ACROSS HIGHWAY FROM A TRIANGULAR BLAZED 30-INCH ELM TREE AND SET
 JX0591'IN A DRILL HOLE.
 JX0591
 JX0591                          STATION RECOVERY (1983)
 JX0591
 JX0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0591'RECOVERED IN GOOD CONDITION.
 JX0591
 JX0591                          STATION RECOVERY (2006)
 JX0591
 JX0591'RECOVERY NOTE BY GEOCACHING 2006 (MDD)
 JX0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0387 ***********************************************************************
 JX0387  DESIGNATION -  N 137
 JX0387  PID         -  JX0387
 JX0387  STATE/COUNTY-  WV/HARRISON
 JX0387  USGS QUAD   -  FOLSOM (1976)
 JX0387
 JX0387                         *CURRENT SURVEY CONTROL
 JX0387  ___________________________________________________________________
 JX0387* NAD 83(1986)-  39 24 50.     (N)    080 30 16.     (W)     SCALED    
 JX0387* NAVD 88     -       321.002  (meters)    1053.15   (feet)  ADJUSTED  
 JX0387  ___________________________________________________________________
 JX0387  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JX0387  DYNAMIC HT  -         320.807 (meters)    1052.51  (feet)  COMP
 JX0387  MODELED GRAV-     980,010.8   (mgal)                       NAVD 88
 JX0387
 JX0387  VERT ORDER  -  SECOND    CLASS 0
 JX0387
 JX0387.The horizontal coordinates were scaled from a topographic map and have
 JX0387.an estimated accuracy of +/- 6 seconds.
 JX0387
 JX0387.The orthometric height was determined by differential leveling
 JX0387.and adjusted by the National Geodetic Survey in June 1991..
 JX0387
 JX0387.The geoid height was determined by GEOID03.
 JX0387
 JX0387.The dynamic height is computed by dividing the NAVD 88
 JX0387.geopotential number by the normal gravity value computed on the
 JX0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0387.degrees latitude (g = 980.6199 gals.).
 JX0387
 JX0387.The modeled gravity was interpolated from observed gravity values.
 JX0387
 JX0387;                    North         East    Units  Estimated Accuracy
 JX0387;SPC WV N     -   101,940.      513,500.      MT  (+/- 180 meters Scaled)
 JX0387
 JX0387                          SUPERSEDED SURVEY CONTROL
 JX0387
 JX0387  NGVD 29 (??/??/92)  321.155  (m)         1053.66   (f) ADJ UNCH    2 0
 JX0387
 JX0387.Superseded values are not recommended for survey control.
 JX0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0387.See file dsdata.txt to determine how the superseded data were derived.
 JX0387
 JX0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND426628(NAD 83)
 JX0387_MARKER: DB = BENCH MARK DISK
 JX0387_SETTING: 66 = SET IN ROCK OUTCROP
 JX0387_SP_SET: CUT
 JX0387_STAMPING: N 137 1957
 JX0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0387+STABILITY: POSITION/ELEVATION WELL
 JX0387
 JX0387  HISTORY     - Date     Condition        Report By
 JX0387  HISTORY     - 1957     MONUMENTED       CGS
 JX0387
 JX0387                          STATION DESCRIPTION
 JX0387
 JX0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0387'1 MI SE FROM RINEHART.
 JX0387'ABOUT 1.0 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0387'FROM THE ROAD CROSSING AT RINEHART, ABOUT 105 YARDS SOUTHEAST OF
 JX0387'CROSSING OF A BLACK TOP ROAD, ABOUT 25 YARDS NORTHEAST OF
 JX0387'JUNCTION OF BLACK TOP ROAD LEADING TO RINEHART AND LITTLE TEN
 JX0387'MILE ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF A SOLID
 JX0387'1 1/2-FOOT HIGH LAYER OF ROCK AT THE BOTTOM OF A 25-FOOT HIGH
 JX0387'SHALEY CUT, 8.2 FEET NORTHEAST OF NORTHEAST RAIL, 61 FEET EAST AND
 JX0387'ACROSS TRACK FROM MILEAGE POLE NO. 37+10, 1 FOOT ABOVE LEVEL
 JX0387'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0438 ***********************************************************************
 JX0438  DESIGNATION -  N 138
 JX0438  PID         -  JX0438
 JX0438  STATE/COUNTY-  WV/WETZEL
 JX0438  USGS QUAD   -  PINE GROVE (1976)
 JX0438
 JX0438                         *CURRENT SURVEY CONTROL
 JX0438  ___________________________________________________________________
 JX0438* NAD 83(1986)-  39 31 32.     (N)    080 37 52.     (W)     SCALED    
 JX0438* NAVD 88     -       232.787  (meters)     763.74   (feet)  ADJUSTED  
 JX0438  ___________________________________________________________________
 JX0438  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JX0438  DYNAMIC HT  -         232.649 (meters)     763.28  (feet)  COMP
 JX0438  MODELED GRAV-     980,028.1   (mgal)                       NAVD 88
 JX0438
 JX0438  VERT ORDER  -  SECOND    CLASS 0
 JX0438
 JX0438.The horizontal coordinates were scaled from a topographic map and have
 JX0438.an estimated accuracy of +/- 6 seconds.
 JX0438
 JX0438.The orthometric height was determined by differential leveling
 JX0438.and adjusted by the National Geodetic Survey in June 1991..
 JX0438
 JX0438.The geoid height was determined by GEOID03.
 JX0438
 JX0438.The dynamic height is computed by dividing the NAVD 88
 JX0438.geopotential number by the normal gravity value computed on the
 JX0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0438.degrees latitude (g = 980.6199 gals.).
 JX0438
 JX0438.The modeled gravity was interpolated from observed gravity values.
 JX0438
 JX0438;                    North         East    Units  Estimated Accuracy
 JX0438;SPC WV N     -   114,470.      502,750.      MT  (+/- 180 meters Scaled)
 JX0438
 JX0438                          SUPERSEDED SURVEY CONTROL
 JX0438
 JX0438  NGVD 29 (??/??/92)  232.949  (m)          764.27   (f) ADJ UNCH    2 0
 JX0438
 JX0438.Superseded values are not recommended for survey control.
 JX0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0438.See file dsdata.txt to determine how the superseded data were derived.
 JX0438
 JX0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND317751(NAD 83)
 JX0438_MARKER: DB = BENCH MARK DISK
 JX0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0438_SP_SET: BRIDGE
 JX0438_STAMPING: N 138 1957
 JX0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0438
 JX0438  HISTORY     - Date     Condition        Report By
 JX0438  HISTORY     - 1957     MONUMENTED       CGS
 JX0438
 JX0438                          STATION DESCRIPTION
 JX0438
 JX0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0438'0.9 MI SE FROM JACKSONBURG.
 JX0438'ABOUT 0.9 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0438'FROM THE STATION AT JACKSONBURG, NEAR MILEAGE POLE NO. 23+10,
 JX0438'IN THE TOP OF THE WING WALL AT WEST END OF SOUTH ABUTMENT OF THE
 JX0438'NORTHWEST ONE OF TWO STATE HIGHWAY 20 BRIDGES OVER SOUTH FORK OF
 JX0438'FISHING CREEK, 140 FEET NORTHEAST OF NORTHEAST RAIL, 15 FEET
 JX0438'SOUTHWEST OF CENTER LINE OF HIGHWAY 20 AND ABOUT 1 FOOT ABOVE
 JX0438'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0640 ***********************************************************************
 JX0640  DESIGNATION -  N 139
 JX0640  PID         -  JX0640
 JX0640  STATE/COUNTY-  WV/TYLER
 JX0640  USGS QUAD   -  PORTERS FALLS (1976)
 JX0640
 JX0640                         *CURRENT SURVEY CONTROL
 JX0640  ___________________________________________________________________
 JX0640* NAD 83(1986)-  39 31 25.     (N)    080 50 26.     (W)     SCALED    
 JX0640* NAVD 88     -       233.577  (meters)     766.33   (feet)  ADJUSTED  
 JX0640  ___________________________________________________________________
 JX0640  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX0640  DYNAMIC HT  -         233.440 (meters)     765.88  (feet)  COMP
 JX0640  MODELED GRAV-     980,035.1   (mgal)                       NAVD 88
 JX0640
 JX0640  VERT ORDER  -  SECOND    CLASS 0
 JX0640
 JX0640.The horizontal coordinates were scaled from a topographic map and have
 JX0640.an estimated accuracy of +/- 6 seconds.
 JX0640
 JX0640.The orthometric height was determined by differential leveling
 JX0640.and adjusted by the National Geodetic Survey in June 1991..
 JX0640
 JX0640.The geoid height was determined by GEOID03.
 JX0640
 JX0640.The dynamic height is computed by dividing the NAVD 88
 JX0640.geopotential number by the normal gravity value computed on the
 JX0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0640.degrees latitude (g = 980.6199 gals.).
 JX0640
 JX0640.The modeled gravity was interpolated from observed gravity values.
 JX0640
 JX0640;                    North         East    Units  Estimated Accuracy
 JX0640;SPC WV N     -   114,500.      484,740.      MT  (+/- 180 meters Scaled)
 JX0640
 JX0640                          SUPERSEDED SURVEY CONTROL
 JX0640
 JX0640  NGVD 29 (??/??/92)  233.740  (m)          766.86   (f) ADJ UNCH    2 0
 JX0640
 JX0640.Superseded values are not recommended for survey control.
 JX0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0640.See file dsdata.txt to determine how the superseded data were derived.
 JX0640
 JX0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND137748(NAD 83)
 JX0640_MARKER: DB = BENCH MARK DISK
 JX0640_SETTING: 66 = SET IN ROCK OUTCROP
 JX0640_SP_SET: ROCK CLIFF
 JX0640_STAMPING: N 139 1957
 JX0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0640+STABILITY: POSITION/ELEVATION WELL
 JX0640
 JX0640  HISTORY     - Date     Condition        Report By
 JX0640  HISTORY     - 1957     MONUMENTED       CGS
 JX0640
 JX0640                          STATION DESCRIPTION
 JX0640
 JX0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0640'3.9 MI W FROM IUKA.
 JX0640'ABOUT 3.9 MILES WEST ALONG ELK CREEK ROAD FROM THE UNITED BRETHREN
 JX0640'CHURCH AT IUKA, ABOUT 4.15 MILES EAST ALONG ELK CREEK ROAD FROM
 JX0640'THE CHURCH AND CEMETERY AT KIDWELL, TYLER COUNTY, ON THE OUTSIDE
 JX0640'OF A LONG CURVE WITH TANGENTS EXTENDING SOUTHWEST AND SOUTHEAST,
 JX0640'SET VERTICALLY IN THE SOUTHWEST FACE OF A LONG ROCK CLIFF, 74
 JX0640'FEET NORTHEAST OF CENTER LINE OF ROAD, 1 FOOT ABOVE GROUND AND
 JX0640'ABOUT 25 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1851 ***********************************************************************
 HX1851  DESIGNATION -  N 14
 HX1851  PID         -  HX1851
 HX1851  STATE/COUNTY-  WV/FAYETTE
 HX1851  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1851
 HX1851                         *CURRENT SURVEY CONTROL
 HX1851  ___________________________________________________________________
 HX1851* NAD 83(1986)-  38 09 48.     (N)    081 11 37.     (W)     SCALED    
 HX1851* NAVD 88     -       204.567  (meters)     671.15   (feet)  ADJUSTED  
 HX1851  ___________________________________________________________________
 HX1851  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HX1851  DYNAMIC HT  -         204.421 (meters)     670.67  (feet)  COMP
 HX1851  MODELED GRAV-     979,913.2   (mgal)                       NAVD 88
 HX1851
 HX1851  VERT ORDER  -  FIRST     CLASS II
 HX1851
 HX1851.The horizontal coordinates were scaled from a topographic map and have
 HX1851.an estimated accuracy of +/- 6 seconds.
 HX1851
 HX1851.The orthometric height was determined by differential leveling
 HX1851.and adjusted by the National Geodetic Survey in June 1991..
 HX1851
 HX1851.The geoid height was determined by GEOID03.
 HX1851
 HX1851.The dynamic height is computed by dividing the NAVD 88
 HX1851.geopotential number by the normal gravity value computed on the
 HX1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1851.degrees latitude (g = 980.6199 gals.).
 HX1851
 HX1851.The modeled gravity was interpolated from observed gravity values.
 HX1851
 HX1851;                    North         East    Units  Estimated Accuracy
 HX1851;SPC WV S     -   129,130.      583,030.      MT  (+/- 180 meters Scaled)
 HX1851
 HX1851                          SUPERSEDED SURVEY CONTROL
 HX1851
 HX1851  NGVD 29 (??/??/92)  204.756  (m)          671.77   (f) ADJ UNCH    1 2
 HX1851
 HX1851.Superseded values are not recommended for survey control.
 HX1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1851.See file dsdata.txt to determine how the superseded data were derived.
 HX1851
 HX1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC830239(NAD 83)
 HX1851_MARKER: DB = BENCH MARK DISK
 HX1851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1851_SP_SET: PIER
 HX1851_STAMPING: N 14 1934
 HX1851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1851
 HX1851  HISTORY     - Date     Condition        Report By
 HX1851  HISTORY     - 1934     MONUMENTED       CGS
 HX1851  HISTORY     - 1959     GOOD             NGS
 HX1851  HISTORY     - 1961     GOOD             NGS
 HX1851
 HX1851                          STATION DESCRIPTION
 HX1851
 HX1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX1851'AT GAULEY BRIDGE.
 HX1851'AT GAULEY BRIDGE, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST
 HX1851'PIER TO THE BRIDGE OVER GAULEY RIVER, ON THE CUT-OFF TRACK
 HX1851'CONNECTING THE NEW YORK CENTRAL RAILROAD WITH THE CHESAPEAKE AND
 HX1851'OHIO RAILWAY, 8 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET
 HX1851'SOUTHWEST OF THE NORTHEAST END OF THE PIER, AND ABOUT 6 FEET
 HX1851'BELOW THE LEVEL OF THE TRACK.
 HX1851
 HX1851                          STATION RECOVERY (1961)
 HX1851
 HX1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HX1851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0405 ***********************************************************************
 JX0405  DESIGNATION -  N 140
 JX0405  PID         -  JX0405
 JX0405  STATE/COUNTY-  WV/DODDRIDGE
 JX0405  USGS QUAD   -  CENTER POINT (1976)
 JX0405
 JX0405                         *CURRENT SURVEY CONTROL
 JX0405  ___________________________________________________________________
 JX0405* NAD 83(1986)-  39 26 30.     (N)    080 38 09.     (W)     SCALED    
 JX0405* NAVD 88     -       331.152  (meters)    1086.45   (feet)  ADJUSTED  
 JX0405  ___________________________________________________________________
 JX0405  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JX0405  DYNAMIC HT  -         330.953 (meters)    1085.80  (feet)  COMP
 JX0405  MODELED GRAV-     980,018.8   (mgal)                       NAVD 88
 JX0405
 JX0405  VERT ORDER  -  SECOND    CLASS 0
 JX0405
 JX0405.The horizontal coordinates were scaled from a topographic map and have
 JX0405.an estimated accuracy of +/- 6 seconds.
 JX0405
 JX0405.The orthometric height was determined by differential leveling
 JX0405.and adjusted by the National Geodetic Survey in June 1991..
 JX0405
 JX0405.The geoid height was determined by GEOID03.
 JX0405
 JX0405.The dynamic height is computed by dividing the NAVD 88
 JX0405.geopotential number by the normal gravity value computed on the
 JX0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0405.degrees latitude (g = 980.6199 gals.).
 JX0405
 JX0405.The modeled gravity was interpolated from observed gravity values.
 JX0405
 JX0405;                    North         East    Units  Estimated Accuracy
 JX0405;SPC WV N     -   105,160.      502,230.      MT  (+/- 180 meters Scaled)
 JX0405
 JX0405                          SUPERSEDED SURVEY CONTROL
 JX0405
 JX0405  NGVD 29 (??/??/92)  331.309  (m)         1086.97   (f) ADJ UNCH    2 0
 JX0405
 JX0405.Superseded values are not recommended for survey control.
 JX0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0405.See file dsdata.txt to determine how the superseded data were derived.
 JX0405
 JX0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND313658(NAD 83)
 JX0405_MARKER: DB = BENCH MARK DISK
 JX0405_SETTING: 66 = SET IN ROCK OUTCROP
 JX0405_SP_SET: CUT
 JX0405_STAMPING: N 140 1957
 JX0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0405+STABILITY: POSITION/ELEVATION WELL
 JX0405
 JX0405  HISTORY     - Date     Condition        Report By
 JX0405  HISTORY     - 1957     MONUMENTED       CGS
 JX0405
 JX0405                          STATION DESCRIPTION
 JX0405
 JX0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0405'3.6 MI NE FROM ASHLEY.
 JX0405'ABOUT 3.65 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD FOLLOWING
 JX0405'BROAD RUN AND LEADING OVER GAP TO MT. ZION METHODIST CHURCH
 JX0405'FROM THE JUNCTION OF STATE HIGHWAY 23 AT ASHLEY, ABOUT 1.4 MILES
 JX0405'SOUTHWEST OF ROAD JUNCTION AND MT. ZION METHODIST CHURCH, ON
 JX0405'THE SOUTH SLOPE OF A LONG CROOKED GRADE, ABOUT 100 YARDS SOUTH
 JX0405'OF A CURVE WITH TANGENTS EXTENDING SOUTH AND SOUTHEAST, SET
 JX0405'VERTICALLY IN THE SOUTHWEST FACE OF A PROJECTION OF ROCK IN A
 JX0405'CUT, 10 FEET EAST OF CENTER LINE OF ROAD, 1 1/2 FEET ABOVE
 JX0405'GROUND AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0291 ***********************************************************************
 JX0291  DESIGNATION -  N 141
 JX0291  PID         -  JX0291
 JX0291  STATE/COUNTY-  WV/RITCHIE
 JX0291  USGS QUAD   -  PENNSBORO (1987)
 JX0291
 JX0291                         *CURRENT SURVEY CONTROL
 JX0291  ___________________________________________________________________
 JX0291* NAD 83(1986)-  39 18 10.     (N)    080 58 06.     (W)     SCALED    
 JX0291* NAVD 88     -       318.287  (meters)    1044.25   (feet)  ADJUSTED  
 JX0291  ___________________________________________________________________
 JX0291  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JX0291  DYNAMIC HT  -         318.087 (meters)    1043.59  (feet)  COMP
 JX0291  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 JX0291
 JX0291  VERT ORDER  -  FIRST     CLASS II
 JX0291
 JX0291.The horizontal coordinates were scaled from a topographic map and have
 JX0291.an estimated accuracy of +/- 6 seconds.
 JX0291
 JX0291.The orthometric height was determined by differential leveling
 JX0291.and adjusted by the National Geodetic Survey in June 1991..
 JX0291
 JX0291.The geoid height was determined by GEOID03.
 JX0291
 JX0291.The dynamic height is computed by dividing the NAVD 88
 JX0291.geopotential number by the normal gravity value computed on the
 JX0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0291.degrees latitude (g = 980.6199 gals.).
 JX0291
 JX0291.The modeled gravity was interpolated from observed gravity values.
 JX0291
 JX0291;                    North         East    Units  Estimated Accuracy
 JX0291;SPC WV N     -    90,160.      473,360.      MT  (+/- 180 meters Scaled)
 JX0291
 JX0291                          SUPERSEDED SURVEY CONTROL
 JX0291
 JX0291  NGVD 29 (??/??/92)  318.464  (m)         1044.83   (f) ADJ UNCH    1 2
 JX0291
 JX0291.Superseded values are not recommended for survey control.
 JX0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0291.See file dsdata.txt to determine how the superseded data were derived.
 JX0291
 JX0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND027503(NAD 83)
 JX0291_MARKER: DB = BENCH MARK DISK
 JX0291_SETTING: 66 = SET IN ROCK OUTCROP
 JX0291_SP_SET: LEDGE
 JX0291_STAMPING: N 141 1957
 JX0291_MARK LOGO: CGS   
 JX0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0291+STABILITY: POSITION/ELEVATION WELL
 JX0291
 JX0291  HISTORY     - Date     Condition        Report By
 JX0291  HISTORY     - 1957     MONUMENTED       CGS
 JX0291  HISTORY     - 1983     GOOD             NGS
 JX0291
 JX0291                          STATION DESCRIPTION
 JX0291
 JX0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0291'1.5 MI N FROM PENNSBORO.
 JX0291'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 74 FROM THE BALTIMORE
 JX0291'AND OHIO RAILROAD STATION AT PENNSBORO, SET VERTICALLY IN FACE OF
 JX0291'AN OUTCROPPING ROCK LEDGE ABOUT 33 BY 4 FEET, 16 FEET NORTHEAST
 JX0291'OF CENTER LINE OF HIGHWAY, 248 FEET SOUTHEAST OF CENTER OF
 JX0291'JUNCTION OF HIGHWAY AND A ROAD LEADING NORTHEAST ALONG THE TOP OF
 JX0291'A RIDGE, 14 FEET NORTHWEST OF SOUTHEAST END OF LEDGE AND ABOUT 3
 JX0291'FEET ABOVE LEVEL OF HIGHWAY.
 JX0291
 JX0291                          STATION RECOVERY (1983)
 JX0291
 JX0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0351 ***********************************************************************
 JX0351  DESIGNATION -  N 142
 JX0351  PID         -  JX0351
 JX0351  STATE/COUNTY-  WV/DODDRIDGE
 JX0351  USGS QUAD   -  WEST UNION (1987)
 JX0351
 JX0351                         *CURRENT SURVEY CONTROL
 JX0351  ___________________________________________________________________
 JX0351* NAD 83(1986)-  39 19 31.     (N)    080 48 16.     (W)     SCALED    
 JX0351* NAVD 88     -       236.054  (meters)     774.45   (feet)  ADJUSTED  
 JX0351  ___________________________________________________________________
 JX0351  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0351  DYNAMIC HT  -         235.911 (meters)     773.98  (feet)  COMP
 JX0351  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 JX0351
 JX0351  VERT ORDER  -  SECOND    CLASS 0
 JX0351
 JX0351.The horizontal coordinates were scaled from a topographic map and have
 JX0351.an estimated accuracy of +/- 6 seconds.
 JX0351
 JX0351.The orthometric height was determined by differential leveling
 JX0351.and adjusted by the National Geodetic Survey in June 1991..
 JX0351
 JX0351.The geoid height was determined by GEOID03.
 JX0351
 JX0351.The dynamic height is computed by dividing the NAVD 88
 JX0351.geopotential number by the normal gravity value computed on the
 JX0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0351.degrees latitude (g = 980.6199 gals.).
 JX0351
 JX0351.The modeled gravity was interpolated from observed gravity values.
 JX0351
 JX0351;                    North         East    Units  Estimated Accuracy
 JX0351;SPC WV N     -    92,440.      487,530.      MT  (+/- 180 meters Scaled)
 JX0351
 JX0351                          SUPERSEDED SURVEY CONTROL
 JX0351
 JX0351  NGVD 29 (??/??/92)  236.219  (m)          775.00   (f) ADJ UNCH    2 0
 JX0351
 JX0351.Superseded values are not recommended for survey control.
 JX0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0351.See file dsdata.txt to determine how the superseded data were derived.
 JX0351
 JX0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND168528(NAD 83)
 JX0351_MARKER: DB = BENCH MARK DISK
 JX0351_SETTING: 66 = SET IN ROCK OUTCROP
 JX0351_SP_SET: CUT
 JX0351_STAMPING: N 142 1957
 JX0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0351+STABILITY: POSITION/ELEVATION WELL
 JX0351
 JX0351  HISTORY     - Date     Condition        Report By
 JX0351  HISTORY     - 1957     MONUMENTED       CGS
 JX0351
 JX0351                          STATION DESCRIPTION
 JX0351
 JX0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0351'4.2 MI NW FROM WEST UNION.
 JX0351'ABOUT 4.25 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION
 JX0351'OF U.S. HIGHWAY 50 AT WEST UNION, ABOUT 1.05 MILES EAST OF
 JX0351'BRIDGE OVER NUTTER FORK, ABOUT 0.1 MILE WEST OF JUNCTION OF ROAD
 JX0351'NORTHEAST TO CRYSTAL LAKE, SET VERTICALLY IN THE FACE OF A ROCK
 JX0351'CUT, 19 FEET WEST OF CENTER LINE OF HIGHWAY, 255 FEET SOUTH OF
 JX0351'NORTH END OF CUT AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0240 ***********************************************************************
 GY0240  DESIGNATION -  N 143
 GY0240  PID         -  GY0240
 GY0240  STATE/COUNTY-  WV/MINGO
 GY0240  USGS QUAD   -  MYRTLE (1976)
 GY0240
 GY0240                         *CURRENT SURVEY CONTROL
 GY0240  ___________________________________________________________________
 GY0240* NAD 83(1986)-  37 46 51.     (N)    082 09 08.     (W)     SCALED    
 GY0240* NAVD 88     -       246.998  (meters)     810.36   (feet)  ADJUSTED  
 GY0240  ___________________________________________________________________
 GY0240  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GY0240  DYNAMIC HT  -         246.816 (meters)     809.76  (feet)  COMP
 GY0240  MODELED GRAV-     979,886.7   (mgal)                       NAVD 88
 GY0240
 GY0240  VERT ORDER  -  SECOND    CLASS 0
 GY0240
 GY0240.The horizontal coordinates were scaled from a topographic map and have
 GY0240.an estimated accuracy of +/- 6 seconds.
 GY0240
 GY0240.The orthometric height was determined by differential leveling
 GY0240.and adjusted by the National Geodetic Survey in June 1991..
 GY0240
 GY0240.The geoid height was determined by GEOID03.
 GY0240
 GY0240.The dynamic height is computed by dividing the NAVD 88
 GY0240.geopotential number by the normal gravity value computed on the
 GY0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0240.degrees latitude (g = 980.6199 gals.).
 GY0240
 GY0240.The modeled gravity was interpolated from observed gravity values.
 GY0240
 GY0240;                    North         East    Units  Estimated Accuracy
 GY0240;SPC WV S     -    87,290.      498,510.      MT  (+/- 180 meters Scaled)
 GY0240
 GY0240                          SUPERSEDED SURVEY CONTROL
 GY0240
 GY0240  NGVD 29 (??/??/92)  247.215  (m)          811.07   (f) ADJ UNCH    2 0
 GY0240
 GY0240.Superseded values are not recommended for survey control.
 GY0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0240.See file dsdata.txt to determine how the superseded data were derived.
 GY0240
 GY0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB985821(NAD 83)
 GY0240_MARKER: DB = BENCH MARK DISK
 GY0240_SETTING: 66 = SET IN ROCK OUTCROP
 GY0240_SP_SET: ROCK LEDGE
 GY0240_STAMPING: N 143 1957
 GY0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0240+STABILITY: POSITION/ELEVATION WELL
 GY0240
 GY0240  HISTORY     - Date     Condition        Report By
 GY0240  HISTORY     - 1957     MONUMENTED       CGS
 GY0240
 GY0240                          STATION DESCRIPTION
 GY0240
 GY0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0240'6.2 MI E FROM BELO.
 GY0240'ABOUT 6.15 MILES EAST ALONG STATE HIGHWAY 65 FROM THE JUNCTION
 GY0240'OF STATE HIGHWAY 65 S AT BELO, SET IN THE TOP OF AN OUTCROPPING
 GY0240'ROCK LEDGE ABOUT 12 BY 6 FEET AND 3 FEET HIGH, 20 1/2 FEET WEST OF
 GY0240'CENTER LINE OF HIGHWAY, 288 FEET NORTH OF CENTER OF JUNCTION OF
 GY0240'HIGHWAY AND ROAD SOUTHEAST TO MINE 27 OF ISLAND CREEK COAL
 GY0240'COMPANY, 297 FEET SOUTH OF SOUTH END OF WEST HEAD WALL OF AN
 GY0240'8-FOOT STONE AND CONCRETE BOX CULVERT UNDER HIGHWAY, 3 1/2 FEET
 GY0240'WEST OF THE EAST MOST POINT OF LEDGE, 126 FEET NORTH OF POWER
 GY0240'LINE GUY POLE NO. 825-82 AND 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0194 ***********************************************************************
 GY0194  DESIGNATION -  N 144
 GY0194  PID         -  GY0194
 GY0194  STATE/COUNTY-  WV/LOGAN
 GY0194  USGS QUAD   -  HOLDEN (1989)
 GY0194
 GY0194                         *CURRENT SURVEY CONTROL
 GY0194  ___________________________________________________________________
 GY0194* NAD 83(1986)-  37 50 50.     (N)    082 02 21.     (W)     SCALED    
 GY0194* NAVD 88     -       216.489  (meters)     710.26   (feet)  ADJUSTED  
 GY0194  ___________________________________________________________________
 GY0194  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GY0194  DYNAMIC HT  -         216.331 (meters)     709.75  (feet)  COMP
 GY0194  MODELED GRAV-     979,893.6   (mgal)                       NAVD 88
 GY0194
 GY0194  VERT ORDER  -  SECOND    CLASS 0
 GY0194
 GY0194.The horizontal coordinates were scaled from a topographic map and have
 GY0194.an estimated accuracy of +/- 6 seconds.
 GY0194
 GY0194.The orthometric height was determined by differential leveling
 GY0194.and adjusted by the National Geodetic Survey in June 1991..
 GY0194
 GY0194.The geoid height was determined by GEOID03.
 GY0194
 GY0194.The dynamic height is computed by dividing the NAVD 88
 GY0194.geopotential number by the normal gravity value computed on the
 GY0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0194.degrees latitude (g = 980.6199 gals.).
 GY0194
 GY0194.The modeled gravity was interpolated from observed gravity values.
 GY0194
 GY0194;                    North         East    Units  Estimated Accuracy
 GY0194;SPC WV S     -    94,540.      508,550.      MT  (+/- 180 meters Scaled)
 GY0194
 GY0194                          SUPERSEDED SURVEY CONTROL
 GY0194
 GY0194  NGVD 29 (??/??/92)  216.707  (m)          710.98   (f) ADJ UNCH    2 0
 GY0194
 GY0194.Superseded values are not recommended for survey control.
 GY0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0194.See file dsdata.txt to determine how the superseded data were derived.
 GY0194
 GY0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB085893(NAD 83)
 GY0194_MARKER: DB = BENCH MARK DISK
 GY0194_SETTING: 66 = SET IN ROCK OUTCROP
 GY0194_SP_SET: ROCK CLIFF
 GY0194_STAMPING: N 144 1957
 GY0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0194+STABILITY: POSITION/ELEVATION WELL
 GY0194
 GY0194  HISTORY     - Date     Condition        Report By
 GY0194  HISTORY     - 1957     MONUMENTED       CGS
 GY0194
 GY0194                          STATION DESCRIPTION
 GY0194
 GY0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0194'1.6 MI NW FROM MT GAY.
 GY0194'ABOUT 1.6 MILES NORTHWEST ALONG A BLACK TOP ROAD FOLLOWING MUD FORK
 GY0194'FROM THE JUNCTION OF STATE HIGHWAY 65 AT MT. GAY, ABOUT 0.55
 GY0194'MILE EAST OF THE POST OFFICE AT VERDUNVILLE, SET VERTICALLY IN THE
 GY0194'FACE OF A SHORT ROCK CLIFF ON THE SOUTH BANK OF A STREAM, 60
 GY0194'FEET SOUTH AND ACROSS STREAM FROM CENTER LINE OF ROAD, 146 FEET
 GY0194'WEST OF WEST END OF SOUTH CONCRETE HEAD WALL OF AN 18-INCH PIPE
 GY0194'CULVERT UNDER ROAD, 85 FEET SOUTH-SOUTHWEST AND ACROSS ROAD FROM
 GY0194'POWER POLE NO. 756 A 145, 22 FEET WEST OF EAST END OF ROCK CLIFF
 GY0194'AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0197 ***********************************************************************
 GY0197  DESIGNATION -  N 145
 GY0197  PID         -  GY0197
 GY0197  STATE/COUNTY-  WV/LOGAN
 GY0197  USGS QUAD   -  HOLDEN (1989)
 GY0197
 GY0197                         *CURRENT SURVEY CONTROL
 GY0197  ___________________________________________________________________
 GY0197* NAD 83(1986)-  37 51 29.     (N)    082 04 30.     (W)     SCALED    
 GY0197* NAVD 88     -       246.547  (meters)     808.88   (feet)  ADJUSTED  
 GY0197  ___________________________________________________________________
 GY0197  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GY0197  DYNAMIC HT  -         246.365 (meters)     808.28  (feet)  COMP
 GY0197  MODELED GRAV-     979,888.0   (mgal)                       NAVD 88
 GY0197
 GY0197  VERT ORDER  -  SECOND    CLASS 0
 GY0197
 GY0197.The horizontal coordinates were scaled from a topographic map and have
 GY0197.an estimated accuracy of +/- 6 seconds.
 GY0197
 GY0197.The orthometric height was determined by differential leveling
 GY0197.and adjusted by the National Geodetic Survey in June 1991..
 GY0197
 GY0197.The geoid height was determined by GEOID03.
 GY0197
 GY0197.The dynamic height is computed by dividing the NAVD 88
 GY0197.geopotential number by the normal gravity value computed on the
 GY0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0197.degrees latitude (g = 980.6199 gals.).
 GY0197
 GY0197.The modeled gravity was interpolated from observed gravity values.
 GY0197
 GY0197;                    North         East    Units  Estimated Accuracy
 GY0197;SPC WV S     -    95,780.      505,410.      MT  (+/- 180 meters Scaled)
 GY0197
 GY0197                          SUPERSEDED SURVEY CONTROL
 GY0197
 GY0197  NGVD 29 (??/??/92)  246.762  (m)          809.59   (f) ADJ UNCH    2 0
 GY0197
 GY0197.Superseded values are not recommended for survey control.
 GY0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0197.See file dsdata.txt to determine how the superseded data were derived.
 GY0197
 GY0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB054906(NAD 83)
 GY0197_MARKER: DB = BENCH MARK DISK
 GY0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0197_SP_SET: BRIDGE
 GY0197_STAMPING: N 145 1957
 GY0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0197
 GY0197  HISTORY     - Date     Condition        Report By
 GY0197  HISTORY     - 1957     MONUMENTED       CGS
 GY0197
 GY0197                          STATION DESCRIPTION
 GY0197
 GY0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0197'0.5 MI NW FROM SHEGON.
 GY0197'ABOUT 0.5 MILE NORTHWEST ALONG A BLACK TOP ROAD LEADING TO DINGESS
 GY0197'FROM MUD FORK UNITED BAPTIST CHURCH AT SHEGON, AT THE JUNCTION
 GY0197'OF A SIDE ROAD LEADING NORTH, IN THE TOP OF THE NORTH END OF WEST
 GY0197'ABUTMENT OF A 25-FOOT BRIDGE OVER MUD FORK, 105 FEET WEST OF
 GY0197'CENTER LINE OF ROAD NORTH, 8 FEET NORTH OF CENTER LINE OF ROAD
 GY0197'AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0653 ***********************************************************************
 HY0653  DESIGNATION -  N 146
 HY0653  PID         -  HY0653
 HY0653  STATE/COUNTY-  WV/WAYNE
 HY0653  USGS QUAD   -  WAYNE (1987)
 HY0653
 HY0653                         *CURRENT SURVEY CONTROL
 HY0653  ___________________________________________________________________
 HY0653* NAD 83(1986)-  38 10 40.     (N)    082 28 55.     (W)     SCALED    
 HY0653* NAVD 88     -       187.925  (meters)     616.55   (feet)  ADJUSTED  
 HY0653  ___________________________________________________________________
 HY0653  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY0653  DYNAMIC HT  -         187.794 (meters)     616.12  (feet)  COMP
 HY0653  MODELED GRAV-     979,926.1   (mgal)                       NAVD 88
 HY0653
 HY0653  VERT ORDER  -  SECOND    CLASS 0
 HY0653
 HY0653.The horizontal coordinates were scaled from a topographic map and have
 HY0653.an estimated accuracy of +/- 6 seconds.
 HY0653
 HY0653.The orthometric height was determined by differential leveling
 HY0653.and adjusted by the National Geodetic Survey in June 1991..
 HY0653
 HY0653.The geoid height was determined by GEOID03.
 HY0653
 HY0653.The dynamic height is computed by dividing the NAVD 88
 HY0653.geopotential number by the normal gravity value computed on the
 HY0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0653.degrees latitude (g = 980.6199 gals.).
 HY0653
 HY0653.The modeled gravity was interpolated from observed gravity values.
 HY0653
 HY0653;                    North         East    Units  Estimated Accuracy
 HY0653;SPC WV S     -   131,760.      470,170.      MT  (+/- 180 meters Scaled)
 HY0653
 HY0653                          SUPERSEDED SURVEY CONTROL
 HY0653
 HY0653  NGVD 29 (??/??/92)  188.140  (m)          617.26   (f) ADJ UNCH    2 0
 HY0653
 HY0653.Superseded values are not recommended for survey control.
 HY0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0653.See file dsdata.txt to determine how the superseded data were derived.
 HY0653
 HY0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC702265(NAD 83)
 HY0653_MARKER: DB = BENCH MARK DISK
 HY0653_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HY0653_SP_SET: UNSPECIFIED ROCK
 HY0653_STAMPING: N 146 1957
 HY0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0653
 HY0653  HISTORY     - Date     Condition        Report By
 HY0653  HISTORY     - 1957     MONUMENTED       CGS
 HY0653
 HY0653                          STATION DESCRIPTION
 HY0653
 HY0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0653'5.5 MI SW FROM WAYNE.
 HY0653'ABOUT 5.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY
 HY0653'37 FROM THE COURT HOUSE AT WAYNE, AT THE JUNCTION OF HIGHWAYS
 HY0653'52 AND 37, SET VERTICALLY IN THE SOUTHEAST FACE AND NEAR THE
 HY0653'NORTHEAST END OF A LONG LOW ROCK PROJECTION IN THE HIGH BANK IN
 HY0653'NORTHWEST CORNER OF JUNCTION, 66 FEET WEST OF CENTER LINE OF
 HY0653'HIGHWAY 52, 25 FEET NORTHWEST OF CENTER LINE OF NORTHWEST LEG OF
 HY0653'HIGHWAY 37 AND 2 FEET ABOVE GROUND AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0678 ***********************************************************************
 HY0678  DESIGNATION -  N 147
 HY0678  PID         -  HY0678
 HY0678  STATE/COUNTY-  WV/WAYNE
 HY0678  USGS QUAD   -  KIAHSVILLE (1975)
 HY0678
 HY0678                         *CURRENT SURVEY CONTROL
 HY0678  ___________________________________________________________________
 HY0678* NAD 83(1986)-  38 05 33.     (N)    082 19 16.     (W)     SCALED    
 HY0678* NAVD 88     -       203.357  (meters)     667.18   (feet)  ADJUSTED  
 HY0678  ___________________________________________________________________
 HY0678  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HY0678  DYNAMIC HT  -         203.211 (meters)     666.70  (feet)  COMP
 HY0678  MODELED GRAV-     979,903.2   (mgal)                       NAVD 88
 HY0678
 HY0678  VERT ORDER  -  SECOND    CLASS 0
 HY0678
 HY0678.The horizontal coordinates were scaled from a topographic map and have
 HY0678.an estimated accuracy of +/- 6 seconds.
 HY0678
 HY0678.The orthometric height was determined by differential leveling
 HY0678.and adjusted by the National Geodetic Survey in June 1991..
 HY0678
 HY0678.The geoid height was determined by GEOID03.
 HY0678
 HY0678.The dynamic height is computed by dividing the NAVD 88
 HY0678.geopotential number by the normal gravity value computed on the
 HY0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0678.degrees latitude (g = 980.6199 gals.).
 HY0678
 HY0678.The modeled gravity was interpolated from observed gravity values.
 HY0678
 HY0678;                    North         East    Units  Estimated Accuracy
 HY0678;SPC WV S     -   122,080.      484,120.      MT  (+/- 180 meters Scaled)
 HY0678
 HY0678                          SUPERSEDED SURVEY CONTROL
 HY0678
 HY0678  NGVD 29 (??/??/92)  203.569  (m)          667.88   (f) ADJ UNCH    2 0
 HY0678
 HY0678.Superseded values are not recommended for survey control.
 HY0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0678.See file dsdata.txt to determine how the superseded data were derived.
 HY0678
 HY0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC841169(NAD 83)
 HY0678_MARKER: DB = BENCH MARK DISK
 HY0678_SETTING: 66 = SET IN ROCK OUTCROP
 HY0678_SP_SET: ROCK CUT
 HY0678_STAMPING: N 147 1957
 HY0678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0678+STABILITY: POSITION/ELEVATION WELL
 HY0678
 HY0678  HISTORY     - Date     Condition        Report By
 HY0678  HISTORY     - 1957     MONUMENTED       CGS
 HY0678
 HY0678                          STATION DESCRIPTION
 HY0678
 HY0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0678'4.3 MI W FROM COVE GAP.
 HY0678'ABOUT 4.3 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0678'SCHOOL AND ROAD JUNCTION AT COVE GAP, 0.2 MILE WEST OF
 HY0678'JUNCTION OF ROAD SOUTH (TWELVEPOLE CREEK ROAD), SET VERTICALLY IN
 HY0678'THE SOUTHEAST FACE OF A LARGE ROCK CUT NORTHWEST OF HIGHWAY,
 HY0678'33 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 159 FEET NORTHEAST
 HY0678'OF SOUTHWEST END OF ROCK CUT, 2 FEET ABOVE GROUND AND ABOUT 8
 HY0678'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0704 ***********************************************************************
 HY0704  DESIGNATION -  N 148
 HY0704  PID         -  HY0704
 HY0704  STATE/COUNTY-  WV/WAYNE
 HY0704  USGS QUAD   -  NESTLOW (1975)
 HY0704
 HY0704                         *CURRENT SURVEY CONTROL
 HY0704  ___________________________________________________________________
 HY0704* NAD 83(1986)-  38 10 02.     (N)    082 19 05.     (W)     SCALED    
 HY0704* NAVD 88     -       226.196  (meters)     742.11   (feet)  ADJUSTED  
 HY0704  ___________________________________________________________________
 HY0704  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY0704  DYNAMIC HT  -         226.034 (meters)     741.58  (feet)  COMP
 HY0704  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 HY0704
 HY0704  VERT ORDER  -  SECOND    CLASS 0
 HY0704
 HY0704.The horizontal coordinates were scaled from a topographic map and have
 HY0704.an estimated accuracy of +/- 6 seconds.
 HY0704
 HY0704.The orthometric height was determined by differential leveling
 HY0704.and adjusted by the National Geodetic Survey in June 1991..
 HY0704
 HY0704.The geoid height was determined by GEOID03.
 HY0704
 HY0704.The dynamic height is computed by dividing the NAVD 88
 HY0704.geopotential number by the normal gravity value computed on the
 HY0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0704.degrees latitude (g = 980.6199 gals.).
 HY0704
 HY0704.The modeled gravity was interpolated from observed gravity values.
 HY0704
 HY0704;                    North         East    Units  Estimated Accuracy
 HY0704;SPC WV S     -   130,370.      484,510.      MT  (+/- 180 meters Scaled)
 HY0704
 HY0704                          SUPERSEDED SURVEY CONTROL
 HY0704
 HY0704  NGVD 29 (??/??/92)  226.400  (m)          742.78   (f) ADJ UNCH    2 0
 HY0704
 HY0704.Superseded values are not recommended for survey control.
 HY0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0704.See file dsdata.txt to determine how the superseded data were derived.
 HY0704
 HY0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC845251(NAD 83)
 HY0704_MARKER: DB = BENCH MARK DISK
 HY0704_SETTING: 66 = SET IN ROCK OUTCROP
 HY0704_SP_SET: ROCK CUT
 HY0704_STAMPING: N 148 1957
 HY0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0704+STABILITY: POSITION/ELEVATION WELL
 HY0704
 HY0704  HISTORY     - Date     Condition        Report By
 HY0704  HISTORY     - 1957     MONUMENTED       CGS
 HY0704
 HY0704                          STATION DESCRIPTION
 HY0704
 HY0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0704'4 MI E FROM EAST LYNN.
 HY0704'ABOUT 4.0 MILES EAST ALONG A BLACK-TOP ROAD FROM STATE HIGHWAY
 HY0704'37 BRIDGE OVER TWELVEPOLE CREEK AT EAST LYNN, 1.0 MILE EAST OF
 HY0704'A CHURCH AND SCHOOL, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 HY0704'LONG LOW ROCK CUT, 18 FEET NORTHWEST OF CENTER LINE OF ROAD,
 HY0704'12 FEET NORTHEAST OF SOUTHWEST END OF ROCK PART OF CUT, 2 FEET
 HY0704'ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0715 ***********************************************************************
 HY0715  DESIGNATION -  N 149
 HY0715  PID         -  HY0715
 HY0715  STATE/COUNTY-  WV/WAYNE
 HY0715  USGS QUAD   -  RADNOR (1989)
 HY0715
 HY0715                         *CURRENT SURVEY CONTROL
 HY0715  ___________________________________________________________________
 HY0715* NAD 83(1986)-  38 04 27.     (N)    082 25 57.     (W)     SCALED    
 HY0715* NAVD 88     -       214.410  (meters)     703.44   (feet)  ADJUSTED  
 HY0715  ___________________________________________________________________
 HY0715  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HY0715  DYNAMIC HT  -         214.257 (meters)     702.94  (feet)  COMP
 HY0715  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 HY0715
 HY0715  VERT ORDER  -  SECOND    CLASS 0
 HY0715
 HY0715.The horizontal coordinates were scaled from a topographic map and have
 HY0715.an estimated accuracy of +/- 6 seconds.
 HY0715
 HY0715.The orthometric height was determined by differential leveling
 HY0715.and adjusted by the National Geodetic Survey in June 1991..
 HY0715
 HY0715.The geoid height was determined by GEOID03.
 HY0715
 HY0715.The dynamic height is computed by dividing the NAVD 88
 HY0715.geopotential number by the normal gravity value computed on the
 HY0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0715.degrees latitude (g = 980.6199 gals.).
 HY0715
 HY0715.The modeled gravity was interpolated from observed gravity values.
 HY0715
 HY0715;                    North         East    Units  Estimated Accuracy
 HY0715;SPC WV S     -   120,190.      474,320.      MT  (+/- 180 meters Scaled)
 HY0715
 HY0715                          SUPERSEDED SURVEY CONTROL
 HY0715
 HY0715  NGVD 29 (??/??/92)  214.625  (m)          704.15   (f) ADJ UNCH    2 0
 HY0715
 HY0715.Superseded values are not recommended for survey control.
 HY0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0715.See file dsdata.txt to determine how the superseded data were derived.
 HY0715
 HY0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC743150(NAD 83)
 HY0715_MARKER: DB = BENCH MARK DISK
 HY0715_SETTING: 66 = SET IN ROCK OUTCROP
 HY0715_SP_SET: ROCK CUT
 HY0715_STAMPING: N 149 1957
 HY0715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0715+STABILITY: POSITION/ELEVATION WELL
 HY0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0715+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2002
 HY0715
 HY0715  HISTORY     - Date     Condition        Report By
 HY0715  HISTORY     - 1957     MONUMENTED       CGS
 HY0715  HISTORY     - 20020525 GOOD             INDIV
 HY0715
 HY0715                          STATION DESCRIPTION
 HY0715
 HY0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0715'4.6 MI N FROM DUNLOW.
 HY0715'ABOUT 4.65 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0715'DUNLOW, 0.15 MILE SOUTH OF JUNCTION OF FERGUSON CREEK ROAD
 HY0715'LEADING NORTHEAST, NEAR THE TOP OF A SMALL GRADE, SET VERTICALLY
 HY0715'IN WEST FACE OF A LONG ROCK CUT, 14 FEET EAST OF CENTER LINE OF
 HY0715'HIGHWAY, 216 FEET SOUTH OF NORTH END OF CUT AND 2 1/2 FEET ABOVE
 HY0715'LEVEL OF HIGHWAY.
 HY0715
 HY0715                          STATION RECOVERY (2002)
 HY0715
 HY0715'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAH)
 HY0715'RECOVERED AS DESCRIBED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0057 ***********************************************************************
 HX0057  DESIGNATION -  N 15
 HX0057  PID         -  HX0057
 HX0057  STATE/COUNTY-  WV/RANDOLPH
 HX0057  USGS QUAD   -  VALLEY HEAD (1995)
 HX0057
 HX0057                         *CURRENT SURVEY CONTROL
 HX0057  ___________________________________________________________________
 HX0057* NAD 83(1986)-  38 34 34.     (N)    080 01 58.     (W)     SCALED    
 HX0057* NAVD 88     -       694.439  (meters)    2278.34   (feet)  ADJUSTED  
 HX0057  ___________________________________________________________________
 HX0057  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0057  DYNAMIC HT  -         693.907 (meters)    2276.59  (feet)  COMP
 HX0057  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 HX0057
 HX0057  VERT ORDER  -  SECOND    CLASS 0
 HX0057
 HX0057.The horizontal coordinates were scaled from a topographic map and have
 HX0057.an estimated accuracy of +/- 6 seconds.
 HX0057
 HX0057.The orthometric height was determined by differential leveling
 HX0057.and adjusted by the National Geodetic Survey in June 1991..
 HX0057
 HX0057.The geoid height was determined by GEOID03.
 HX0057
 HX0057.The dynamic height is computed by dividing the NAVD 88
 HX0057.geopotential number by the normal gravity value computed on the
 HX0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0057.degrees latitude (g = 980.6199 gals.).
 HX0057
 HX0057.The modeled gravity was interpolated from observed gravity values.
 HX0057
 HX0057;                    North         East    Units  Estimated Accuracy
 HX0057;SPC WV S     -   175,370.      684,280.      MT  (+/- 180 meters Scaled)
 HX0057
 HX0057                          SUPERSEDED SURVEY CONTROL
 HX0057
 HX0057  NGVD 29 (??/??/92)  694.570  (m)         2278.77   (f) ADJ UNCH    2 0
 HX0057
 HX0057.Superseded values are not recommended for survey control.
 HX0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0057.See file dsdata.txt to determine how the superseded data were derived.
 HX0057
 HX0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC842701(NAD 83)
 HX0057_MARKER: DB = BENCH MARK DISK
 HX0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0057_STAMPING: N 15 1934
 HX0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0057+STABILITY: SURFACE MOTION
 HX0057
 HX0057  HISTORY     - Date     Condition        Report By
 HX0057  HISTORY     - 1934     MONUMENTED       CGS
 HX0057  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0057
 HX0057                          STATION DESCRIPTION
 HX0057
 HX0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0057'2.2 MI N FROM VALLEY HEAD.
 HX0057'2.2 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE HIGHWAY FORKS
 HX0057'AT VALLEY HEAD, AT THE SOUTH END OF A 20-FOOT CUT, 8 YARDS
 HX0057'NORTH OF THE NORTH END OF A LONG ROW OF GUARD POSTS ON THE
 HX0057'WEST SIDE OF THE HIGHWAY AT THE TOP OF A SMALL HILL, 8 YARDS
 HX0057'WEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 HX0057'HIGHWAY.  A STANDARD DISK, STAMPED N 15 1934 AND SET IN THE
 HX0057'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0945 ***********************************************************************
 HY0945  DESIGNATION -  N 150
 HY0945  PID         -  HY0945
 HY0945  STATE/COUNTY-  WV/WAYNE
 HY0945  USGS QUAD   -  LOUISA (1993)
 HY0945
 HY0945                         *CURRENT SURVEY CONTROL
 HY0945  ___________________________________________________________________
 HY0945* NAD 83(1986)-  38 00 24.     (N)    082 30 49.     (W)     SCALED    
 HY0945* NAVD 88     -       178.858  (meters)     586.80   (feet)  ADJUSTED  
 HY0945  ___________________________________________________________________
 HY0945  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HY0945  DYNAMIC HT  -         178.730 (meters)     586.38  (feet)  COMP
 HY0945  MODELED GRAV-     979,909.5   (mgal)                       NAVD 88
 HY0945
 HY0945  VERT ORDER  -  SECOND    CLASS 0
 HY0945
 HY0945.The horizontal coordinates were scaled from a topographic map and have
 HY0945.an estimated accuracy of +/- 6 seconds.
 HY0945
 HY0945.The orthometric height was determined by differential leveling
 HY0945.and adjusted by the National Geodetic Survey in June 1991..
 HY0945
 HY0945.The geoid height was determined by GEOID03.
 HY0945
 HY0945.The dynamic height is computed by dividing the NAVD 88
 HY0945.geopotential number by the normal gravity value computed on the
 HY0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0945.degrees latitude (g = 980.6199 gals.).
 HY0945
 HY0945.The modeled gravity was interpolated from observed gravity values.
 HY0945
 HY0945;                    North         East    Units  Estimated Accuracy
 HY0945;SPC WV S     -   112,810.      467,080.      MT  (+/- 180 meters Scaled)
 HY0945
 HY0945                          SUPERSEDED SURVEY CONTROL
 HY0945
 HY0945  NGVD 29 (??/??/92)  179.083  (m)          587.54   (f) ADJ UNCH    2 0
 HY0945
 HY0945.Superseded values are not recommended for survey control.
 HY0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0945.See file dsdata.txt to determine how the superseded data were derived.
 HY0945
 HY0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC671076(NAD 83)
 HY0945_MARKER: DB = BENCH MARK DISK
 HY0945_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0945_SP_SET: PIER
 HY0945_STAMPING: N 150 1957
 HY0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0945
 HY0945  HISTORY     - Date     Condition        Report By
 HY0945  HISTORY     - 1957     MONUMENTED       CGS
 HY0945
 HY0945                          STATION DESCRIPTION
 HY0945
 HY0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0945'0.5 MI S FROM GLENHAYES.
 HY0945'ABOUT 0.5 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY
 HY0945'FROM THE SCHOOL AT GLENHAYES, ABOUT 0.9 MILE SOUTH OF THE
 HY0945'STATION, ABOUT 8 RAILS SOUTHEAST OF MILE POST 24, IN THE TOP
 HY0945'OF NORTHEAST END OF THE NORTHWEST ONE OF TWO PIERS UNDER
 HY0945'RAILROAD BRIDGE NO. 758 OVER LOST CREEK, 5 FEET NORTHEAST OF
 HY0945'NORTHEAST RAIL, 55 FEET SOUTHEAST OF NORTHWEST END OF BRIDGE
 HY0945'AND ABOUT 7 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2191 ***********************************************************************
 HX2191  DESIGNATION -  N 151
 HX2191  PID         -  HX2191
 HX2191  STATE/COUNTY-  WV/LINCOLN
 HX2191  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2191
 HX2191                         *CURRENT SURVEY CONTROL
 HX2191  ___________________________________________________________________
 HX2191* NAD 83(1986)-  38 13 58.     (N)    081 58 24.     (W)     SCALED    
 HX2191* NAVD 88     -       206.227  (meters)     676.60   (feet)  ADJUSTED  
 HX2191  ___________________________________________________________________
 HX2191  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HX2191  DYNAMIC HT  -         206.080 (meters)     676.11  (feet)  COMP
 HX2191  MODELED GRAV-     979,916.1   (mgal)                       NAVD 88
 HX2191
 HX2191  VERT ORDER  -  SECOND    CLASS 0
 HX2191
 HX2191.The horizontal coordinates were scaled from a topographic map and have
 HX2191.an estimated accuracy of +/- 6 seconds.
 HX2191
 HX2191.The orthometric height was determined by differential leveling
 HX2191.and adjusted by the National Geodetic Survey in June 1991..
 HX2191
 HX2191.The geoid height was determined by GEOID03.
 HX2191
 HX2191.The dynamic height is computed by dividing the NAVD 88
 HX2191.geopotential number by the normal gravity value computed on the
 HX2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2191.degrees latitude (g = 980.6199 gals.).
 HX2191
 HX2191.The modeled gravity was interpolated from observed gravity values.
 HX2191
 HX2191;                    North         East    Units  Estimated Accuracy
 HX2191;SPC WV S     -   137,270.      514,790.      MT  (+/- 180 meters Scaled)
 HX2191
 HX2191                          SUPERSEDED SURVEY CONTROL
 HX2191
 HX2191  NGVD 29 (??/??/92)  206.437  (m)          677.29   (f) ADJ UNCH    2 0
 HX2191
 HX2191.Superseded values are not recommended for survey control.
 HX2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2191.See file dsdata.txt to determine how the superseded data were derived.
 HX2191
 HX2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC148320(NAD 83)
 HX2191_MARKER: DB = BENCH MARK DISK
 HX2191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2191_SP_SET: CULVERT
 HX2191_STAMPING: N 151 1957
 HX2191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2191
 HX2191  HISTORY     - Date     Condition        Report By
 HX2191  HISTORY     - 1957     MONUMENTED       CGS
 HX2191
 HX2191                          STATION DESCRIPTION
 HX2191
 HX2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2191'1.4 MI SE FROM GRIFFITHSVILLE.
 HX2191'ABOUT 1.4 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE HIGH
 HX2191'SCHOOL AT GRIFFITHSVILLE, 0.95 MILE NORTHWEST OF THE JUNCTION
 HX2191'OF STATE HIGHWAY 3 AND STATE HIGHWAY 14, 14 FEET SOUTHEAST OF THE
 HX2191'CENTER LINE OF THE ROAD, SET IN THE TOP OF THE NORTHEAST END OF
 HX2191'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE NORTHEAST
 HX2191'END OF THE SOUTHEAST CONCRETE HEADWALL OF A 5 FOOT CONCRETE
 HX2191'AND STONE CULVERT UNDER ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0573 ***********************************************************************
 HY0573  DESIGNATION -  N 152
 HY0573  PID         -  HY0573
 HY0573  STATE/COUNTY-  WV/LINCOLN
 HY0573  USGS QUAD   -  HAGER (1962)
 HY0573
 HY0573                         *CURRENT SURVEY CONTROL
 HY0573  ___________________________________________________________________
 HY0573* NAD 83(1986)-  38 10 55.     (N)    082 04 36.     (W)     SCALED    
 HY0573* NAVD 88     -       225.213  (meters)     738.89   (feet)  ADJUSTED  
 HY0573  ___________________________________________________________________
 HY0573  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY0573  DYNAMIC HT  -         225.052 (meters)     738.36  (feet)  COMP
 HY0573  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 HY0573
 HY0573  VERT ORDER  -  SECOND    CLASS 0
 HY0573
 HY0573.The horizontal coordinates were scaled from a topographic map and have
 HY0573.an estimated accuracy of +/- 6 seconds.
 HY0573
 HY0573.The orthometric height was determined by differential leveling
 HY0573.and adjusted by the National Geodetic Survey in June 1991..
 HY0573
 HY0573.The geoid height was determined by GEOID03.
 HY0573
 HY0573.The dynamic height is computed by dividing the NAVD 88
 HY0573.geopotential number by the normal gravity value computed on the
 HY0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0573.degrees latitude (g = 980.6199 gals.).
 HY0573
 HY0573.The modeled gravity was interpolated from observed gravity values.
 HY0573
 HY0573;                    North         East    Units  Estimated Accuracy
 HY0573;SPC WV S     -   131,730.      505,680.      MT  (+/- 180 meters Scaled)
 HY0573
 HY0573                          SUPERSEDED SURVEY CONTROL
 HY0573
 HY0573  NGVD 29 (??/??/92)  225.422  (m)          739.57   (f) ADJ UNCH    2 0
 HY0573
 HY0573.Superseded values are not recommended for survey control.
 HY0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0573.See file dsdata.txt to determine how the superseded data were derived.
 HY0573
 HY0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC057265(NAD 83)
 HY0573_MARKER: DB = BENCH MARK DISK
 HY0573_SETTING: 66 = SET IN ROCK OUTCROP
 HY0573_SP_SET: ROCK CUT
 HY0573_STAMPING: N 152 1957
 HY0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0573+STABILITY: POSITION/ELEVATION WELL
 HY0573
 HY0573  HISTORY     - Date     Condition        Report By
 HY0573  HISTORY     - 1957     MONUMENTED       CGS
 HY0573
 HY0573                          STATION DESCRIPTION
 HY0573
 HY0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0573'7 MI ENE FROM MIDKIFF.
 HY0573'ABOUT 5.3 MILES EAST NORTHEAST ALONG GRAVEL ROAD FROM THE
 HY0573'CHESAPEAKE AND OHIO RAILWAY STATION AT MIDKIFF, THENCE 1.65
 HY0573'MILE SOUTHEAST ALONG BLACKTOP ROAD, 0.8 MILE SOUTHEAST OF POST
 HY0573'OFFICE AND STORE AT SIAS, 0.7 MILE SOUTHEAST OF BRIDGE JUNCTION
 HY0573'OF ROAD LEADING SOUTH INTO BIG CREEK, 73 YARDS EAST OF JUNCTION
 HY0573'OF TRAIL NORTHWEST AND DOWNHILL AT THE WEST END OF CUT, 185
 HY0573'YARDS WEST OF THE TOP OF THE GRADE, 17 FEET NORTH OF THE CENTER
 HY0573'LINE OF BLACKTOP ROAD, SET VERTICALLY 5 FEET ABOVE THE BOTTOM
 HY0573'OF THE DITCH AND IN THE SOUTH FACE OF A 10 FOOT HIGH CUT AND
 HY0573'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2196 ***********************************************************************
 HX2196  DESIGNATION -  N 153
 HX2196  PID         -  HX2196
 HX2196  STATE/COUNTY-  WV/LINCOLN
 HX2196  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2196
 HX2196                         *CURRENT SURVEY CONTROL
 HX2196  ___________________________________________________________________
 HX2196* NAD 83(1986)-  38 08 23.     (N)    081 57 07.     (W)     SCALED    
 HX2196* NAVD 88     -       306.953  (meters)    1007.06   (feet)  ADJUSTED  
 HX2196  ___________________________________________________________________
 HX2196  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HX2196  DYNAMIC HT  -         306.734 (meters)    1006.34  (feet)  COMP
 HX2196  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 HX2196
 HX2196  VERT ORDER  -  SECOND    CLASS 0
 HX2196
 HX2196.The horizontal coordinates were scaled from a topographic map and have
 HX2196.an estimated accuracy of +/- 6 seconds.
 HX2196
 HX2196.The orthometric height was determined by differential leveling
 HX2196.and adjusted by the National Geodetic Survey in June 1991..
 HX2196
 HX2196.The geoid height was determined by GEOID03.
 HX2196
 HX2196.The dynamic height is computed by dividing the NAVD 88
 HX2196.geopotential number by the normal gravity value computed on the
 HX2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2196.degrees latitude (g = 980.6199 gals.).
 HX2196
 HX2196.The modeled gravity was interpolated from observed gravity values.
 HX2196
 HX2196;                    North         East    Units  Estimated Accuracy
 HX2196;SPC WV S     -   126,920.      516,560.      MT  (+/- 180 meters Scaled)
 HX2196
 HX2196                          SUPERSEDED SURVEY CONTROL
 HX2196
 HX2196  NGVD 29 (??/??/92)  307.163  (m)         1007.75   (f) ADJ UNCH    2 0
 HX2196
 HX2196.Superseded values are not recommended for survey control.
 HX2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2196.See file dsdata.txt to determine how the superseded data were derived.
 HX2196
 HX2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC165217(NAD 83)
 HX2196_MARKER: DB = BENCH MARK DISK
 HX2196_SETTING: 66 = SET IN ROCK OUTCROP
 HX2196_SP_SET: ROCK CUT
 HX2196_STAMPING: N 153 1957
 HX2196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2196+STABILITY: POSITION/ELEVATION WELL
 HX2196
 HX2196  HISTORY     - Date     Condition        Report By
 HX2196  HISTORY     - 1957     MONUMENTED       CGS
 HX2196
 HX2196                          STATION DESCRIPTION
 HX2196
 HX2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2196'2.6 MI SW FROM ALKOL.
 HX2196'ABOUT 2.6 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 HX2196'OFFICE AT ALKOL, 0.15 MILE SOUTHWEST OF THE TOP OF THE GRADE,
 HX2196'22 FEET EAST OF THE CENTERLINE OF THE BLACKTOP ROAD AND AT THE
 HX2196'INSIDE OF A CURVE WITH TANGENTS TO THE SOUTHEAST AND NORTHEAST,
 HX2196'SET VERTICALLY IN THE WEST FACE OF A 10-FOOT HIGH SMOOTH ROCK
 HX2196'IN CUT, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND
 HX2196'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0536 ***********************************************************************
 HY0536  DESIGNATION -  N 154
 HY0536  PID         -  HY0536
 HY0536  STATE/COUNTY-  WV/LINCOLN
 HY0536  USGS QUAD   -  BIG CREEK (1962)
 HY0536
 HY0536                         *CURRENT SURVEY CONTROL
 HY0536  ___________________________________________________________________
 HY0536* NAD 83(1986)-  38 06 35.     (N)    082 06 12.     (W)     SCALED    
 HY0536* NAVD 88     -       257.591  (meters)     845.11   (feet)  ADJUSTED  
 HY0536  ___________________________________________________________________
 HY0536  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HY0536  DYNAMIC HT  -         257.406 (meters)     844.51  (feet)  COMP
 HY0536  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 HY0536
 HY0536  VERT ORDER  -  SECOND    CLASS 0
 HY0536
 HY0536.The horizontal coordinates were scaled from a topographic map and have
 HY0536.an estimated accuracy of +/- 6 seconds.
 HY0536
 HY0536.The orthometric height was determined by differential leveling
 HY0536.and adjusted by the National Geodetic Survey in June 1991..
 HY0536
 HY0536.The geoid height was determined by GEOID03.
 HY0536
 HY0536.The dynamic height is computed by dividing the NAVD 88
 HY0536.geopotential number by the normal gravity value computed on the
 HY0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0536.degrees latitude (g = 980.6199 gals.).
 HY0536
 HY0536.The modeled gravity was interpolated from observed gravity values.
 HY0536
 HY0536;                    North         East    Units  Estimated Accuracy
 HY0536;SPC WV S     -   123,740.      503,250.      MT  (+/- 180 meters Scaled)
 HY0536
 HY0536                          SUPERSEDED SURVEY CONTROL
 HY0536
 HY0536  NGVD 29 (??/??/92)  257.803  (m)          845.81   (f) ADJ UNCH    2 0
 HY0536
 HY0536.Superseded values are not recommended for survey control.
 HY0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0536.See file dsdata.txt to determine how the superseded data were derived.
 HY0536
 HY0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC032185(NAD 83)
 HY0536_MARKER: DB = BENCH MARK DISK
 HY0536_SETTING: 80 = SET IN A BOULDER
 HY0536_SP_SET: BOULDER
 HY0536_STAMPING: N 154 1957
 HY0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0536+STABILITY: SURFACE MOTION
 HY0536
 HY0536  HISTORY     - Date     Condition        Report By
 HY0536  HISTORY     - 1957     MONUMENTED       CGS
 HY0536
 HY0536                          STATION DESCRIPTION
 HY0536
 HY0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0536'2.3 MI NE FROM LATTIN.
 HY0536'ABOUT 0.1 MILE SOUTH ALONG DIRT ROAD FROM THE CHESAPEAKE AND
 HY0536'OHIO RAILWAY STATION AT LATTIN, THENCE 2.2 MILE NORTHEAST ALONG
 HY0536'DIRT ROAD, 0.75 MILE NORTHEAST OF THE HAMILTON CREEK SCHOOL,
 HY0536'10 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE
 HY0536'TOP AND 1 1/2 FEET NORTH OF THE SOUTH EDGE OF A SLANTING 3-FOOT
 HY0536'HIGH AND 5 BY 10 FOOT IMBEDDED BOULDER, ABOUT 4 1/2 FEET ABOVE
 HY0536'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0381 ***********************************************************************
 GY0381  DESIGNATION -  N 155
 GY0381  PID         -  GY0381
 GY0381  STATE/COUNTY-  WV/LOGAN
 GY0381  USGS QUAD   -  TRACE (1976)
 GY0381
 GY0381                         *CURRENT SURVEY CONTROL
 GY0381  ___________________________________________________________________
 GY0381* NAD 83(1986)-  37 57 13.     (N)    082 08 22.     (W)     SCALED    
 GY0381* NAVD 88     -       207.742  (meters)     681.57   (feet)  ADJUSTED  
 GY0381  ___________________________________________________________________
 GY0381  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GY0381  DYNAMIC HT  -         207.589 (meters)     681.06  (feet)  COMP
 GY0381  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 GY0381
 GY0381  VERT ORDER  -  SECOND    CLASS 0
 GY0381
 GY0381.The horizontal coordinates were scaled from a topographic map and have
 GY0381.an estimated accuracy of +/- 6 seconds.
 GY0381
 GY0381.The orthometric height was determined by differential leveling
 GY0381.and adjusted by the National Geodetic Survey in June 1991..
 GY0381
 GY0381.The geoid height was determined by GEOID03.
 GY0381
 GY0381.The dynamic height is computed by dividing the NAVD 88
 GY0381.geopotential number by the normal gravity value computed on the
 GY0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0381.degrees latitude (g = 980.6199 gals.).
 GY0381
 GY0381.The modeled gravity was interpolated from observed gravity values.
 GY0381
 GY0381;                    North         East    Units  Estimated Accuracy
 GY0381;SPC WV S     -   106,460.      499,870.      MT  (+/- 180 meters Scaled)
 GY0381
 GY0381                          SUPERSEDED SURVEY CONTROL
 GY0381
 GY0381  NGVD 29 (??/??/92)  207.955  (m)          682.27   (f) ADJ UNCH    2 0
 GY0381
 GY0381.Superseded values are not recommended for survey control.
 GY0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0381.See file dsdata.txt to determine how the superseded data were derived.
 GY0381
 GY0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC998012(NAD 83)
 GY0381_MARKER: DB = BENCH MARK DISK
 GY0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0381_SP_SET: CULVERT
 GY0381_STAMPING: N 155 1957
 GY0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0381
 GY0381  HISTORY     - Date     Condition        Report By
 GY0381  HISTORY     - 1957     MONUMENTED       CGS
 GY0381
 GY0381                          STATION DESCRIPTION
 GY0381
 GY0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0381'6.7 MI S FROM HART.
 GY0381'ABOUT 6.7 MILES SOUTH ALONG HART CREEK ROAD FROM THE HIGH SCHOOL
 GY0381'AT HART, ABOUT 0.05 MILE SOUTH OF JUNCTION OF A ROAD NORTHWEST
 GY0381'INTO HOOVER FORK, IN THE TOP OF THE NORTH END OF THE WEST
 GY0381'CONCRETE HEAD WALL OF A 60-INCH PIPE CULVERT WITH CONCRETE WING
 GY0381'WALLS FOR LICK BRANCH, 20 FEET WEST OF CENTER LINE OF ROAD AND
 GY0381'ABOUT 2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0613 ***********************************************************************
 HY0613  DESIGNATION -  N 156
 HY0613  PID         -  HY0613
 HY0613  STATE/COUNTY-  WV/LINCOLN
 HY0613  USGS QUAD   -  WEST HAMLIN (1989)
 HY0613
 HY0613                         *CURRENT SURVEY CONTROL
 HY0613  ___________________________________________________________________
 HY0613* NAD 83(1986)-  38 16 54.     (N)    082 08 17.     (W)     SCALED    
 HY0613* NAVD 88     -       204.336  (meters)     670.39   (feet)  ADJUSTED  
 HY0613  ___________________________________________________________________
 HY0613  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HY0613  DYNAMIC HT  -         204.193 (meters)     669.92  (feet)  COMP
 HY0613  MODELED GRAV-     979,924.5   (mgal)                       NAVD 88
 HY0613
 HY0613  VERT ORDER  -  SECOND    CLASS 0
 HY0613
 HY0613.The horizontal coordinates were scaled from a topographic map and have
 HY0613.an estimated accuracy of +/- 6 seconds.
 HY0613
 HY0613.The orthometric height was determined by differential leveling
 HY0613.and adjusted by the National Geodetic Survey in June 1991..
 HY0613
 HY0613.The geoid height was determined by GEOID03.
 HY0613
 HY0613.The dynamic height is computed by dividing the NAVD 88
 HY0613.geopotential number by the normal gravity value computed on the
 HY0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0613.degrees latitude (g = 980.6199 gals.).
 HY0613
 HY0613.The modeled gravity was interpolated from observed gravity values.
 HY0613
 HY0613;                    North         East    Units  Estimated Accuracy
 HY0613;SPC WV S     -   142,860.      500,440.      MT  (+/- 180 meters Scaled)
 HY0613
 HY0613                          SUPERSEDED SURVEY CONTROL
 HY0613
 HY0613  NGVD 29 (??/??/92)  204.538  (m)          671.06   (f) ADJ UNCH    2 0
 HY0613
 HY0613.Superseded values are not recommended for survey control.
 HY0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0613.See file dsdata.txt to determine how the superseded data were derived.
 HY0613
 HY0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC004376(NAD 83)
 HY0613_MARKER: DB = BENCH MARK DISK
 HY0613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0613_SP_SET: ABUTMENT
 HY0613_STAMPING: N 156 1957
 HY0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0613
 HY0613  HISTORY     - Date     Condition        Report By
 HY0613  HISTORY     - 1957     MONUMENTED       CGS
 HY0613
 HY0613                          STATION DESCRIPTION
 HY0613
 HY0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0613'3.4 MI E FROM WEST HAMLIN.
 HY0613'ABOUT 3.45 MILES EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 HY0613'STATE HIGHWAY 10 AT WEST HAMLIN, ABOUT 0.85 MILE WEST OF JUNCTION
 HY0613'OF A BLACK TOP ROAD SOUTH AND CAROL MEMORIAL M.E. CHURCH, ABOUT
 HY0613'1.05 MILES EAST OF TOP OF A GRADE AND GAP, IN THE TOP OF SOUTHEAST
 HY0613'END OF SOUTHEAST WING WALL OF EAST ABUTMENT OF A 15-FOOT CONCRETE
 HY0613'BRIDGE UNDER HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.  NOTE-- MARK
 HY0613'IS ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 HY0613'AT HAMLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2508 ***********************************************************************
 GX2508  DESIGNATION -  N 157
 GX2508  PID         -  GX2508
 GX2508  STATE/COUNTY-  WV/LOGAN
 GX2508  USGS QUAD   -  HENLAWSON (1976)
 GX2508
 GX2508                         *CURRENT SURVEY CONTROL
 GX2508  ___________________________________________________________________
 GX2508* NAD 83(1986)-  37 56 45.     (N)    081 56 22.     (W)     SCALED    
 GX2508* NAVD 88     -       321.595  (meters)    1055.10   (feet)  ADJUSTED  
 GX2508  ___________________________________________________________________
 GX2508  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GX2508  DYNAMIC HT  -         321.361 (meters)    1054.33  (feet)  COMP
 GX2508  MODELED GRAV-     979,892.7   (mgal)                       NAVD 88
 GX2508
 GX2508  VERT ORDER  -  SECOND    CLASS 0
 GX2508
 GX2508.The horizontal coordinates were scaled from a topographic map and have
 GX2508.an estimated accuracy of +/- 6 seconds.
 GX2508
 GX2508.The orthometric height was determined by differential leveling
 GX2508.and adjusted by the National Geodetic Survey in June 1991..
 GX2508
 GX2508.The geoid height was determined by GEOID03.
 GX2508
 GX2508.The dynamic height is computed by dividing the NAVD 88
 GX2508.geopotential number by the normal gravity value computed on the
 GX2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2508.degrees latitude (g = 980.6199 gals.).
 GX2508
 GX2508.The modeled gravity was interpolated from observed gravity values.
 GX2508
 GX2508;                    North         East    Units  Estimated Accuracy
 GX2508;SPC WV S     -   105,400.      517,430.      MT  (+/- 180 meters Scaled)
 GX2508
 GX2508                          SUPERSEDED SURVEY CONTROL
 GX2508
 GX2508  NGVD 29 (??/??/92)  321.803  (m)         1055.78   (f) ADJ UNCH    2 0
 GX2508
 GX2508.Superseded values are not recommended for survey control.
 GX2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2508.See file dsdata.txt to determine how the superseded data were derived.
 GX2508
 GX2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC174002(NAD 83)
 GX2508_MARKER: DB = BENCH MARK DISK
 GX2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2508_STAMPING: N 157 1957
 GX2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2508+STABILITY: SURFACE MOTION
 GX2508
 GX2508  HISTORY     - Date     Condition        Report By
 GX2508  HISTORY     - 1957     MONUMENTED       CGS
 GX2508
 GX2508                          STATION DESCRIPTION
 GX2508
 GX2508'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2508'2.8 MI NE FROM PECKS MILL.
 GX2508'ABOUT 2.8 MILE NORTHEAST ALONG HEWETT ROAD (BLACKTOP) FROM ITS
 GX2508'JUNCTION WITH STATE HIGHWAY 10 AT PECKS MILL, 0.3 MILE SOUTHWEST
 GX2508'OF THE BOTTOM OF THE GRADE AND THE JUNCTION OF ROAD LEADING
 GX2508'NORTH ALONG GORE FORK, 226 FEET WEST OF THE TOP OF THE GRADE AND
 GX2508'GAP, 7 FEET EAST OF A TWIN 9-INCH LOCUST TREE, 20 FEET SOUTH OF
 GX2508'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 GX2508'PROJECTING 3 INCHES, ABOUT 2 FEET SOUTHEAST OF A CONCRETE
 GX2508'WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0217 ***********************************************************************
 GY0217  DESIGNATION -  N 158
 GY0217  PID         -  GY0217
 GY0217  STATE/COUNTY-  WV/MINGO
 GY0217  USGS QUAD   -  WILSONDALE (1981)
 GY0217
 GY0217                         *CURRENT SURVEY CONTROL
 GY0217  ___________________________________________________________________
 GY0217* NAD 83(1986)-  37 56 34.     (N)    082 18 17.     (W)     SCALED    
 GY0217* NAVD 88     -       236.791  (meters)     776.87   (feet)  ADJUSTED  
 GY0217  ___________________________________________________________________
 GY0217  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GY0217  DYNAMIC HT  -         236.617 (meters)     776.30  (feet)  COMP
 GY0217  MODELED GRAV-     979,888.7   (mgal)                       NAVD 88
 GY0217
 GY0217  VERT ORDER  -  SECOND    CLASS 0
 GY0217
 GY0217.The horizontal coordinates were scaled from a topographic map and have
 GY0217.an estimated accuracy of +/- 6 seconds.
 GY0217
 GY0217.The orthometric height was determined by differential leveling
 GY0217.and adjusted by the National Geodetic Survey in June 1991..
 GY0217
 GY0217.The geoid height was determined by GEOID03.
 GY0217
 GY0217.The dynamic height is computed by dividing the NAVD 88
 GY0217.geopotential number by the normal gravity value computed on the
 GY0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0217.degrees latitude (g = 980.6199 gals.).
 GY0217
 GY0217.The modeled gravity was interpolated from observed gravity values.
 GY0217
 GY0217;                    North         East    Units  Estimated Accuracy
 GY0217;SPC WV S     -   105,440.      485,330.      MT  (+/- 180 meters Scaled)
 GY0217
 GY0217                          SUPERSEDED SURVEY CONTROL
 GY0217
 GY0217  NGVD 29 (??/??/92)  237.004  (m)          777.57   (f) ADJ UNCH    2 0
 GY0217
 GY0217.Superseded values are not recommended for survey control.
 GY0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0217.See file dsdata.txt to determine how the superseded data were derived.
 GY0217
 GY0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC853002(NAD 83)
 GY0217_MARKER: DB = BENCH MARK DISK
 GY0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0217_SP_SET: BRIDGE
 GY0217_STAMPING: N 158 1957
 GY0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0217
 GY0217  HISTORY     - Date     Condition        Report By
 GY0217  HISTORY     - 1957     MONUMENTED       CGS
 GY0217
 GY0217                          STATION DESCRIPTION
 GY0217
 GY0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0217'2.9 MI NW FROM BREEDEN.
 GY0217'ABOUT 2.9 MILES NORTHWEST ALONG A GRAVEL ROAD FOLLOWING OLD
 GY0217'GRADE OF THE NORFOLK AND WESTERN RAILWAY FROM THE JUNCTION OF
 GY0217'ROAD SOUTHWEST AT BREEDEN, ABOUT 2.05 MILES SOUTHEAST OF THE
 GY0217'POST OFFICE AT WILSONDALE, WAYNE COUNTY, ABOUT 0.25 MILE
 GY0217'SOUTHEAST OF THE WAYNE-MINGO COUNTY LINE, IN THE TOP OF THE
 GY0217'SOUTH END OF WEST ABUTMENT OF A 120-FOOT BRIDGE OVER WEST FORK
 GY0217'OF TWELVEPOLE CREEK (THE FIRST BRIDGE SOUTHEAST OF WILSONDALE),
 GY0217'12 FEET SOUTH OF CENTER LINE OF ROAD, 1 FOOT NORTH OF SOUTH END
 GY0217'OF ABUTMENT, 2 FEET SOUTH OF WEST END OF SOUTH STEEL GUARD
 GY0217'RAIL AND ABOUT 2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0769 ***********************************************************************
 HY0769  DESIGNATION -  N 159
 HY0769  PID         -  HY0769
 HY0769  STATE/COUNTY-  WV/WAYNE
 HY0769  USGS QUAD   -  RADNOR (1989)
 HY0769
 HY0769                         *CURRENT SURVEY CONTROL
 HY0769  ___________________________________________________________________
 HY0769* NAD 83(1986)-  38 06 20.     (N)    082 23 42.     (W)     SCALED    
 HY0769* NAVD 88     -       210.914  (meters)     691.97   (feet)  ADJUSTED  
 HY0769  ___________________________________________________________________
 HY0769  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HY0769  DYNAMIC HT  -         210.763 (meters)     691.48  (feet)  COMP
 HY0769  MODELED GRAV-     979,910.1   (mgal)                       NAVD 88
 HY0769
 HY0769  VERT ORDER  -  SECOND    CLASS 0
 HY0769
 HY0769.The horizontal coordinates were scaled from a topographic map and have
 HY0769.an estimated accuracy of +/- 6 seconds.
 HY0769
 HY0769.The orthometric height was determined by differential leveling
 HY0769.and adjusted by the National Geodetic Survey in June 1991..
 HY0769
 HY0769.The geoid height was determined by GEOID03.
 HY0769
 HY0769.The dynamic height is computed by dividing the NAVD 88
 HY0769.geopotential number by the normal gravity value computed on the
 HY0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0769.degrees latitude (g = 980.6199 gals.).
 HY0769
 HY0769.The modeled gravity was interpolated from observed gravity values.
 HY0769
 HY0769;                    North         East    Units  Estimated Accuracy
 HY0769;SPC WV S     -   123,620.      477,660.      MT  (+/- 180 meters Scaled)
 HY0769
 HY0769                          SUPERSEDED SURVEY CONTROL
 HY0769
 HY0769  NGVD 29 (??/??/92)  211.126  (m)          692.67   (f) ADJ UNCH    2 0
 HY0769
 HY0769.Superseded values are not recommended for survey control.
 HY0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0769.See file dsdata.txt to determine how the superseded data were derived.
 HY0769
 HY0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC776184(NAD 83)
 HY0769_MARKER: DB = BENCH MARK DISK
 HY0769_SETTING: 66 = SET IN ROCK OUTCROP
 HY0769_SP_SET: ROCK CLIFF
 HY0769_STAMPING: N 159 1957
 HY0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0769+STABILITY: POSITION/ELEVATION WELL
 HY0769
 HY0769  HISTORY     - Date     Condition        Report By
 HY0769  HISTORY     - 1957     MONUMENTED       CGS
 HY0769
 HY0769                          STATION DESCRIPTION
 HY0769
 HY0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0769'2.6 MI SW FROM STILTNER.
 HY0769'ABOUT 2.55 MILES SOUTHWEST ALONG A GRAVEL ROAD FOLLOWING BRUSHY
 HY0769'CREEK FROM THE JUNCTION OF STATE HIGHWAY 37 AND BRIDGE OVER EAST
 HY0769'FORK OF TWELVEPOLE CREEK AT STILTNER, ABOUT 0.15 MILE EAST
 HY0769'OF A SCHOOL, AT THE JUNCTION OF A DRIVE WEST TO A 1 1/2-STORY
 HY0769'HOUSE WITH STONE GARAGE, AT A 15-FOOT BRIDGE OVER BRUSHY CREEK,
 HY0769'SET IN THE TOP OF A LEDGE ON THE SOUTH FACE OF A ROCK CLIFF
 HY0769'ON NORTH SIDE OF DRIVE, 167 FEET WEST OF CENTER OF JUNCTION
 HY0769'OF ROAD AND DRIVE, 97 FEET EAST OF THE SOUTHEAST CORNER OF
 HY0769'GARAGE, 105 FEET WEST OF WEST END OF SOUTH ABUTMENT OF BRIDGE,
 HY0769'12 FEET NORTH OF CENTER LINE OF DRIVE, AND 3 FEET ABOVE LEVEL
 HY0769'OF DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1398 ***********************************************************************
 HW1398  DESIGNATION -  N 16
 HW1398  PID         -  HW1398
 HW1398  STATE/COUNTY-  WV/PENDLETON
 HW1398  USGS QUAD   -  ONEGO (1995)
 HW1398
 HW1398                         *CURRENT SURVEY CONTROL
 HW1398  ___________________________________________________________________
 HW1398* NAD 83(1986)-  38 51 11.     (N)    079 25 43.     (W)     SCALED    
 HW1398* NAVD 88     -       550.678  (meters)    1806.68   (feet)  ADJUSTED  
 HW1398  ___________________________________________________________________
 HW1398  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HW1398  DYNAMIC HT  -         550.276 (meters)    1805.36  (feet)  COMP
 HW1398  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 HW1398
 HW1398  VERT ORDER  -  SECOND    CLASS 0
 HW1398
 HW1398.The horizontal coordinates were scaled from a topographic map and have
 HW1398.an estimated accuracy of +/- 6 seconds.
 HW1398
 HW1398.The orthometric height was determined by differential leveling
 HW1398.and adjusted by the National Geodetic Survey in June 1991..
 HW1398
 HW1398.The geoid height was determined by GEOID03.
 HW1398
 HW1398.The dynamic height is computed by dividing the NAVD 88
 HW1398.geopotential number by the normal gravity value computed on the
 HW1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1398.degrees latitude (g = 980.6199 gals.).
 HW1398
 HW1398.The modeled gravity was interpolated from observed gravity values.
 HW1398
 HW1398;                    North         East    Units  Estimated Accuracy
 HW1398;SPC WV S     -   206,830.      736,400.      MT  (+/- 180 meters Scaled)
 HW1398
 HW1398                          SUPERSEDED SURVEY CONTROL
 HW1398
 HW1398  NGVD 29 (??/??/92)  550.809  (m)         1807.11   (f) ADJ UNCH    2 0
 HW1398
 HW1398.Superseded values are not recommended for survey control.
 HW1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1398.See file dsdata.txt to determine how the superseded data were derived.
 HW1398
 HW1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD363016(NAD 83)
 HW1398_MARKER: DB = BENCH MARK DISK
 HW1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1398_STAMPING: N 16 1934
 HW1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1398+STABILITY: SURFACE MOTION
 HW1398
 HW1398  HISTORY     - Date     Condition        Report By
 HW1398  HISTORY     - 1934     MONUMENTED       CGS
 HW1398
 HW1398                          STATION DESCRIPTION
 HW1398
 HW1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1398'8.7 MI E FROM HARMAN.
 HW1398'IN PENDLETON COUNTY, 8.7 MILES EAST ALONG U.S. HIGHWAY 33 FROM
 HW1398'THE POST OFFICE AT HARMAN, RANDOLPH COUNTY, 0.5 MILE WEST OF THE
 HW1398'POST OFFICE AT ONEGO, PENDLETON COUNTY, IN A PASTURE, 200 YARDS
 HW1398'EAST OF A SCHOOLHOUSE, 100 YARDS SOUTHEAST OF A LARGE OAK TREE,
 HW1398'15 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 YARDS
 HW1398'NORTH OF A FENCE.  A STANDARD DISK, STAMPED N 16 1934 AND SET IN
 HW1398'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0759 ***********************************************************************
 HY0759  DESIGNATION -  N 160
 HY0759  PID         -  HY0759
 HY0759  STATE/COUNTY-  WV/WAYNE
 HY0759  USGS QUAD   -  KIAHSVILLE (1975)
 HY0759
 HY0759                         *CURRENT SURVEY CONTROL
 HY0759  ___________________________________________________________________
 HY0759* NAD 83(1986)-  38 01 14.     (N)    082 15 05.     (W)     SCALED    
 HY0759* NAVD 88     -       228.131  (meters)     748.46   (feet)  ADJUSTED  
 HY0759  ___________________________________________________________________
 HY0759  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HY0759  DYNAMIC HT  -         227.965 (meters)     747.92  (feet)  COMP
 HY0759  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 HY0759
 HY0759  VERT ORDER  -  SECOND    CLASS 0
 HY0759
 HY0759.The horizontal coordinates were scaled from a topographic map and have
 HY0759.an estimated accuracy of +/- 6 seconds.
 HY0759
 HY0759.The orthometric height was determined by differential leveling
 HY0759.and adjusted by the National Geodetic Survey in June 1991..
 HY0759
 HY0759.The geoid height was determined by GEOID03.
 HY0759
 HY0759.The dynamic height is computed by dividing the NAVD 88
 HY0759.geopotential number by the normal gravity value computed on the
 HY0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0759.degrees latitude (g = 980.6199 gals.).
 HY0759
 HY0759.The modeled gravity was interpolated from observed gravity values.
 HY0759
 HY0759;                    North         East    Units  Estimated Accuracy
 HY0759;SPC WV S     -   114,010.      490,130.      MT  (+/- 180 meters Scaled)
 HY0759
 HY0759                          SUPERSEDED SURVEY CONTROL
 HY0759
 HY0759  NGVD 29 (??/??/92)  228.343  (m)          749.16   (f) ADJ UNCH    2 0
 HY0759
 HY0759.Superseded values are not recommended for survey control.
 HY0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0759.See file dsdata.txt to determine how the superseded data were derived.
 HY0759
 HY0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC901088(NAD 83)
 HY0759_MARKER: DB = BENCH MARK DISK
 HY0759_SETTING: 66 = SET IN ROCK OUTCROP
 HY0759_SP_SET: ROCK LEDGE
 HY0759_STAMPING: N 160 1957
 HY0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0759+STABILITY: POSITION/ELEVATION WELL
 HY0759
 HY0759  HISTORY     - Date     Condition        Report By
 HY0759  HISTORY     - 1957     MONUMENTED       CGS
 HY0759
 HY0759                          STATION DESCRIPTION
 HY0759
 HY0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0759'16 MI S FROM COVE GAP.
 HY0759'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0759'SCHOOL AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 7.8 MILES
 HY0759'SOUTHEAST ALONG A ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 HY0759'THENCE ABOUT 2.15 MILES EAST ALONG A MOUNTAIN ROAD LEADING INTO
 HY0759'KIAH CREEK, THENCE ABOUT 2.0 MILES SOUTH ALONG KIAH CREEK ROAD,
 HY0759'ABOUT 69 YARDS NORTHWEST OF A FOOT BRIDGE OVER KIAH CREEK WHICH
 HY0759'LEADS TO A SCHOOL WHICH IS LOCATED IN THE SOUTHWEST ANGLE OF
 HY0759'JUNCTION OF A NARROW ROAD LEADING SOUTHWEST ALONG PARKER BRANCH,
 HY0759'ABOUT 60 YARDS SOUTHEAST OF A FORD ACROSS KIAH CREEK, SET
 HY0759'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK LEDGE IN HILL SIDE,
 HY0759'22 FEET NORTHEAST OF CENTER LINE OF ROAD, 1 FOOT ABOVE GROUND
 HY0759'AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2175 ***********************************************************************
 GX2175  DESIGNATION -  N 161
 GX2175  PID         -  GX2175
 GX2175  STATE/COUNTY-  WV/LOGAN
 GX2175  USGS QUAD   -  MAN (1976)
 GX2175
 GX2175                         *CURRENT SURVEY CONTROL
 GX2175  ___________________________________________________________________
 GX2175* NAD 83(1986)-  37 38 51.     (N)    081 59 51.     (W)     SCALED    
 GX2175* NAVD 88     -       551.047  (meters)    1807.89   (feet)  ADJUSTED  
 GX2175  ___________________________________________________________________
 GX2175  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GX2175  DYNAMIC HT  -         550.608 (meters)    1806.45  (feet)  COMP
 GX2175  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 GX2175
 GX2175  VERT ORDER  -  SECOND    CLASS 0
 GX2175
 GX2175.The horizontal coordinates were scaled from a topographic map and have
 GX2175.an estimated accuracy of +/- 6 seconds.
 GX2175
 GX2175.The orthometric height was determined by differential leveling
 GX2175.and adjusted by the National Geodetic Survey in June 1991..
 GX2175
 GX2175.The geoid height was determined by GEOID03.
 GX2175
 GX2175.The dynamic height is computed by dividing the NAVD 88
 GX2175.geopotential number by the normal gravity value computed on the
 GX2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2175.degrees latitude (g = 980.6199 gals.).
 GX2175
 GX2175.The modeled gravity was interpolated from observed gravity values.
 GX2175
 GX2175;                    North         East    Units  Estimated Accuracy
 GX2175;SPC WV S     -    72,340.      511,970.      MT  (+/- 180 meters Scaled)
 GX2175
 GX2175                          SUPERSEDED SURVEY CONTROL
 GX2175
 GX2175  NGVD 29 (??/??/92)  551.241  (m)         1808.53   (f) ADJ UNCH    2 0
 GX2175
 GX2175.Superseded values are not recommended for survey control.
 GX2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2175.See file dsdata.txt to determine how the superseded data were derived.
 GX2175
 GX2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB120671(NAD 83)
 GX2175_MARKER: DB = BENCH MARK DISK
 GX2175_SETTING: 66 = SET IN ROCK OUTCROP
 GX2175_SP_SET: ROCK CUT
 GX2175_STAMPING: N 161 1957
 GX2175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2175+STABILITY: POSITION/ELEVATION WELL
 GX2175
 GX2175  HISTORY     - Date     Condition        Report By
 GX2175  HISTORY     - 1957     MONUMENTED       CGS
 GX2175
 GX2175                          STATION DESCRIPTION
 GX2175
 GX2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2175'0.2 MI E FROM MOUNTAIN VIEW.
 GX2175'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION
 GX2175'OF U.S. HIGHWAY 119 AT MOUNTAIN VIEW, 0.95 MILE WEST OF JUNCTION
 GX2175'OF ROAD SOUTH TO MINGO FIRE TOWER, ON THE INSIDE OF A LONG CURVE
 GX2175'WITH TANGENTS EXTENDING WEST AND SOUTH, SET VERTICALLY IN THE EAST
 GX2175'FACE AND NEAR THE SOUTH END OF A LONG ROCK CUT, 19 FEET WEST OF
 GX2175'CENTER LINE OF HIGHWAY, 150 FEET NORTH OF SOUTH END OF ROCK PART
 GX2175'OF CUT, 3 FEET ABOVE GROUND AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2396 ***********************************************************************
 GX2396  DESIGNATION -  N 162
 GX2396  PID         -  GX2396
 GX2396  STATE/COUNTY-  WV/MINGO
 GX2396  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2396
 GX2396                         *CURRENT SURVEY CONTROL
 GX2396  ___________________________________________________________________
 GX2396* NAD 83(1986)-  37 34 00.     (N)    081 57 12.     (W)     SCALED    
 GX2396* NAVD 88     -       285.173  (meters)     935.61   (feet)  ADJUSTED  
 GX2396  ___________________________________________________________________
 GX2396  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX2396  DYNAMIC HT  -         284.952 (meters)     934.88  (feet)  COMP
 GX2396  MODELED GRAV-     979,849.9   (mgal)                       NAVD 88
 GX2396
 GX2396  VERT ORDER  -  SECOND    CLASS 0
 GX2396
 GX2396.The horizontal coordinates were scaled from a topographic map and have
 GX2396.an estimated accuracy of +/- 6 seconds.
 GX2396
 GX2396.The orthometric height was determined by differential leveling
 GX2396.and adjusted by the National Geodetic Survey in June 1991..
 GX2396
 GX2396.The geoid height was determined by GEOID03.
 GX2396
 GX2396.The dynamic height is computed by dividing the NAVD 88
 GX2396.geopotential number by the normal gravity value computed on the
 GX2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2396.degrees latitude (g = 980.6199 gals.).
 GX2396
 GX2396.The modeled gravity was interpolated from observed gravity values.
 GX2396
 GX2396;                    North         East    Units  Estimated Accuracy
 GX2396;SPC WV S     -    63,330.      515,780.      MT  (+/- 180 meters Scaled)
 GX2396
 GX2396                          SUPERSEDED SURVEY CONTROL
 GX2396
 GX2396  NGVD 29 (??/??/92)  285.382  (m)          936.29   (f) ADJ UNCH    2 0
 GX2396
 GX2396.Superseded values are not recommended for survey control.
 GX2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2396.See file dsdata.txt to determine how the superseded data were derived.
 GX2396
 GX2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB158581(NAD 83)
 GX2396_MARKER: DB = BENCH MARK DISK
 GX2396_SETTING: 66 = SET IN ROCK OUTCROP
 GX2396_SP_SET: ROCK CUT
 GX2396_STAMPING: N 162 1957
 GX2396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2396+STABILITY: POSITION/ELEVATION WELL
 GX2396
 GX2396  HISTORY     - Date     Condition        Report By
 GX2396  HISTORY     - 1957     MONUMENTED       CGS
 GX2396
 GX2396                          STATION DESCRIPTION
 GX2396
 GX2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2396'2 MI NE FROM WHARNCLIFFE.
 GX2396'ABOUT 2.05 MILES NORTHEAST ALONG A BRANCH LINE OF THE
 GX2396'NORFOLK AND WESTERN RAILWAY FROM THE STATION AT WHARNCLIFFE, ABOUT
 GX2396'38 YARDS NORTHEAST OF A NARROW ROAD CROSSING, ON THE OUTSIDE
 GX2396'OF A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHEAST, SET
 GX2396'VERTICALLY IN THE SOUTHEAST FACE NEAR THE SOUTHWEST END OF A ROCK
 GX2396'CUT, 15 FEET NORTHWEST OF NORTHWEST RAIL, 16 FEET NORTHEAST
 GX2396'OF SOUTHWEST END OF CUT AND ABOUT 3 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0868 ***********************************************************************
 KY0868  DESIGNATION -  N 163
 KY0868  PID         -  KY0868
 KY0868  STATE/COUNTY-  WV/OHIO
 KY0868  USGS QUAD   -  VALLEY GROVE (1981)
 KY0868
 KY0868                         *CURRENT SURVEY CONTROL
 KY0868  ___________________________________________________________________
 KY0868* NAD 83(1986)-  40 04 25.     (N)    080 35 56.     (W)     SCALED    
 KY0868* NAVD 88     -       255.397  (meters)     837.91   (feet)  ADJUSTED  
 KY0868  ___________________________________________________________________
 KY0868  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0868  DYNAMIC HT  -         255.254 (meters)     837.45  (feet)  COMP
 KY0868  MODELED GRAV-     980,058.5   (mgal)                       NAVD 88
 KY0868
 KY0868  VERT ORDER  -  SECOND    CLASS 0
 KY0868
 KY0868.The horizontal coordinates were scaled from a topographic map and have
 KY0868.an estimated accuracy of +/- 6 seconds.
 KY0868
 KY0868.The orthometric height was determined by differential leveling
 KY0868.and adjusted by the National Geodetic Survey in June 1991..
 KY0868
 KY0868.The geoid height was determined by GEOID03.
 KY0868
 KY0868.The dynamic height is computed by dividing the NAVD 88
 KY0868.geopotential number by the normal gravity value computed on the
 KY0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0868.degrees latitude (g = 980.6199 gals.).
 KY0868
 KY0868.The modeled gravity was interpolated from observed gravity values.
 KY0868
 KY0868;                    North         East    Units  Estimated Accuracy
 KY0868;SPC WV N     -   175,280.      506,270.      MT  (+/- 180 meters Scaled)
 KY0868
 KY0868                          SUPERSEDED SURVEY CONTROL
 KY0868
 KY0868  NGVD 29 (??/??/92)  255.547  (m)          838.41   (f) ADJ UNCH    2 0
 KY0868
 KY0868.Superseded values are not recommended for survey control.
 KY0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0868.See file dsdata.txt to determine how the superseded data were derived.
 KY0868
 KY0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE342360(NAD 83)
 KY0868_MARKER: DB = BENCH MARK DISK
 KY0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0868_SP_SET: SIDEWALK
 KY0868_STAMPING: N 163 1960
 KY0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0868
 KY0868  HISTORY     - Date     Condition        Report By
 KY0868  HISTORY     - 1960     MONUMENTED       CGS
 KY0868
 KY0868                          STATION DESCRIPTION
 KY0868
 KY0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0868'4.2 MI E FROM ELM GROVE.
 KY0868'ABOUT 4.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0868'FROM THE STATION AT ELM GROVE, AT MILEAGE POLE 58+20, 64 YARDS
 KY0868'NORTHWEST OF AND ACROSS U.S. HIGHWAY 40 FROM THE CENTER LINE OF
 KY0868'B. AND O. R.R. TRACK, 52 YARDS NORTHWEST ALONG POINT RUN ROAD FROM
 KY0868'THE JUNCTION OF HIGHWAY 40, 69 YARDS NORTH-NORTHWEST OF THE
 KY0868'CROSSING OF B. AND O. R.R. TRACK AND DALLAS PIKE ROAD LEADING
 KY0868'EAST, 15 FEET WEST OF THE CENTER LINE OF POINT RUN ROAD, 5.6
 KY0868'FEET NORTH OF THE SOUTH END OF WEST BRIDGE SIDEWALK OF CONCRETE
 KY0868'BRIDGE UNDER POINT RUN ROAD AND ACROSS LITTLE WHEELER CREEK,
 KY0868'1/2 FOOT WEST OF THE EAST EDGE OF BRIDGE SIDEWALK, ABOUT LEVEL
 KY0868'WITH THE BRIDGE SIDEWALK, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 KY0868'TRACK, SET IN TOP OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1443 ***********************************************************************
 HW1443  DESIGNATION -  N 17
 HW1443  PID         -  HW1443
 HW1443  STATE/COUNTY-  WV/GRANT
 HW1443  USGS QUAD   -  PETERSBURG WEST (1995)
 HW1443
 HW1443                         *CURRENT SURVEY CONTROL
 HW1443  ___________________________________________________________________
 HW1443* NAD 83(1986)-  38 56 48.     (N)    079 09 48.     (W)     SCALED    
 HW1443* NAVD 88     -       321.281  (meters)    1054.07   (feet)  ADJUSTED  
 HW1443  ___________________________________________________________________
 HW1443  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HW1443  DYNAMIC HT  -         321.070 (meters)    1053.38  (feet)  COMP
 HW1443  MODELED GRAV-     979,962.1   (mgal)                       NAVD 88
 HW1443
 HW1443  VERT ORDER  -  SECOND    CLASS 0
 HW1443
 HW1443.The horizontal coordinates were scaled from a topographic map and have
 HW1443.an estimated accuracy of +/- 6 seconds.
 HW1443
 HW1443.The orthometric height was determined by differential leveling
 HW1443.and adjusted by the National Geodetic Survey in June 1991..
 HW1443
 HW1443.The geoid height was determined by GEOID03.
 HW1443
 HW1443.The dynamic height is computed by dividing the NAVD 88
 HW1443.geopotential number by the normal gravity value computed on the
 HW1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1443.degrees latitude (g = 980.6199 gals.).
 HW1443
 HW1443.The modeled gravity was interpolated from observed gravity values.
 HW1443
 HW1443;                    North         East    Units  Estimated Accuracy
 HW1443;SPC WV N     -    49,640.      629,190.      MT  (+/- 180 meters Scaled)
 HW1443
 HW1443                          SUPERSEDED SURVEY CONTROL
 HW1443
 HW1443  NGVD 29 (??/??/92)  321.426  (m)         1054.55   (f) ADJ UNCH    2 0
 HW1443
 HW1443.Superseded values are not recommended for survey control.
 HW1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1443.See file dsdata.txt to determine how the superseded data were derived.
 HW1443
 HW1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD591124(NAD 83)
 HW1443_MARKER: DB = BENCH MARK DISK
 HW1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1443_STAMPING: N 17 1934
 HW1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1443+STABILITY: SURFACE MOTION
 HW1443
 HW1443  HISTORY     - Date     Condition        Report By
 HW1443  HISTORY     - 1934     MONUMENTED       CGS
 HW1443  HISTORY     - 1954     MARK NOT FOUND   NGS
 HW1443  HISTORY     - 1969     MARK NOT FOUND   USGS
 HW1443
 HW1443                          STATION DESCRIPTION
 HW1443
 HW1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HW1443'3.7 MI S FROM PETERSBURG.
 HW1443'3.7 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM PETERSBURG, GRANT
 HW1443'COUNTY, AT THE APEX OF A WIDE CURVE, 10 YARDS EAST OF A SMALL
 HW1443'CONCRETE CULVERT, 10 YARDS SOUTHWEST OF A LONE OAK TREE, 15 YARDS
 HW1443'EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 HW1443'A STANDARD DISK, STAMPED N 17 1934 AND SET IN THE TOP OF A
 HW1443'CONCRETE POST.
 HW1443
 HW1443                          STATION RECOVERY (1969)
 HW1443
 HW1443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HW1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2231 ***********************************************************************
 HX2231  DESIGNATION -  N 175
 HX2231  PID         -  HX2231
 HX2231  STATE/COUNTY-  WV/BOONE
 HX2231  USGS QUAD   -  MADISON (1976)
 HX2231
 HX2231                         *CURRENT SURVEY CONTROL
 HX2231  ___________________________________________________________________
 HX2231* NAD 83(1986)-  38 06 25.     (N)    081 45 29.     (W)     SCALED    
 HX2231* NAVD 88     -       334.226  (meters)    1096.54   (feet)  ADJUSTED  
 HX2231  ___________________________________________________________________
 HX2231  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HX2231  DYNAMIC HT  -         333.985 (meters)    1095.75  (feet)  COMP
 HX2231  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 HX2231
 HX2231  VERT ORDER  -  SECOND    CLASS 0
 HX2231
 HX2231.The horizontal coordinates were scaled from a topographic map and have
 HX2231.an estimated accuracy of +/- 6 seconds.
 HX2231
 HX2231.The orthometric height was determined by differential leveling
 HX2231.and adjusted by the National Geodetic Survey in June 1991..
 HX2231
 HX2231.The geoid height was determined by GEOID03.
 HX2231
 HX2231.The dynamic height is computed by dividing the NAVD 88
 HX2231.geopotential number by the normal gravity value computed on the
 HX2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2231.degrees latitude (g = 980.6199 gals.).
 HX2231
 HX2231.The modeled gravity was interpolated from observed gravity values.
 HX2231
 HX2231;                    North         East    Units  Estimated Accuracy
 HX2231;SPC WV S     -   123,130.      533,520.      MT  (+/- 180 meters Scaled)
 HX2231
 HX2231                          SUPERSEDED SURVEY CONTROL
 HX2231
 HX2231  NGVD 29 (??/??/92)  334.429  (m)         1097.21   (f) ADJ UNCH    2 0
 HX2231
 HX2231.Superseded values are not recommended for survey control.
 HX2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2231.See file dsdata.txt to determine how the superseded data were derived.
 HX2231
 HX2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC335179(NAD 83)
 HX2231_MARKER: DB = BENCH MARK DISK
 HX2231_SETTING: 66 = SET IN ROCK OUTCROP
 HX2231_SP_SET: ROCK CUT
 HX2231_STAMPING: N 175 1958
 HX2231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2231+STABILITY: POSITION/ELEVATION WELL
 HX2231
 HX2231  HISTORY     - Date     Condition        Report By
 HX2231  HISTORY     - 1958     MONUMENTED       CGS
 HX2231
 HX2231                          STATION DESCRIPTION
 HX2231
 HX2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2231'5 MI E FROM ROCK CREEK.
 HX2231'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 HX2231'OF U.S. HIGHWAY 119 AT ROCK CREEK, 0.75 MILE NORTHWEST OF THE
 HX2231'TOP OF A GRADE, 0.4 MILE NORTHWEST OF THE JUNCTION OF A BLACK
 HX2231'TOP ROAD LEADING NORTH TO NELLIS, SET VERTICALLY IN THE
 HX2231'EAST-SOUTHEAST FACE OF A 8-FOOT HIGH ROCK IN CUT, 1.3 FEET ABOVE
 HX2231'THE BOTTOM EDGE OF ROCK, 25 FEET WEST-NORTHWEST OF CENTER LINE
 HX2231'OF HIGHWAY, AT ABOUT THE MIDDLE AND ON THE OUTSIDE OF A HAIRPIN
 HX2231'CURVE, 78 1/2 FEET SOUTHWEST OF THE NORTHWEST END OF A PIPE
 HX2231'AND STONE CULVERT UNDER THE HIGHWAY, AND ABOUT 3 FEET ABOVE
 HX2231'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2436 ***********************************************************************
 GX2436  DESIGNATION -  N 176
 GX2436  PID         -  GX2436
 GX2436  STATE/COUNTY-  WV/WYOMING
 GX2436  USGS QUAD   -  GILBERT (1977)
 GX2436
 GX2436                         *CURRENT SURVEY CONTROL
 GX2436  ___________________________________________________________________
 GX2436* NAD 83(1986)-  37 31 20.     (N)    081 48 15.     (W)     SCALED    
 GX2436* NAVD 88     -       381.546  (meters)    1251.79   (feet)  ADJUSTED  
 GX2436  ___________________________________________________________________
 GX2436  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX2436  DYNAMIC HT  -         381.249 (meters)    1250.81  (feet)  COMP
 GX2436  MODELED GRAV-     979,841.9   (mgal)                       NAVD 88
 GX2436
 GX2436  VERT ORDER  -  SECOND    CLASS 0
 GX2436
 GX2436.The horizontal coordinates were scaled from a topographic map and have
 GX2436.an estimated accuracy of +/- 6 seconds.
 GX2436
 GX2436.The orthometric height was determined by differential leveling
 GX2436.and adjusted by the National Geodetic Survey in June 1991..
 GX2436
 GX2436.The geoid height was determined by GEOID03.
 GX2436
 GX2436.The dynamic height is computed by dividing the NAVD 88
 GX2436.geopotential number by the normal gravity value computed on the
 GX2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2436.degrees latitude (g = 980.6199 gals.).
 GX2436
 GX2436.The modeled gravity was interpolated from observed gravity values.
 GX2436
 GX2436;                    North         East    Units  Estimated Accuracy
 GX2436;SPC WV S     -    58,270.      528,910.      MT  (+/- 180 meters Scaled)
 GX2436
 GX2436                          SUPERSEDED SURVEY CONTROL
 GX2436
 GX2436  NGVD 29 (??/??/92)  381.739  (m)         1252.42   (f) ADJ UNCH    2 0
 GX2436
 GX2436.Superseded values are not recommended for survey control.
 GX2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2436.See file dsdata.txt to determine how the superseded data were derived.
 GX2436
 GX2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB289531(NAD 83)
 GX2436_MARKER: DB = BENCH MARK DISK
 GX2436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2436_SP_SET: BRIDGE
 GX2436_STAMPING: N 176 1958
 GX2436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2436
 GX2436  HISTORY     - Date     Condition        Report By
 GX2436  HISTORY     - 1958     MONUMENTED       CGS
 GX2436  HISTORY     - 1963     GOOD             AEROS
 GX2436  HISTORY     - 20030202 MARK NOT FOUND   INDIV
 GX2436
 GX2436                          STATION DESCRIPTION
 GX2436
 GX2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2436'5.4 MI NW FROM IAEGER.
 GX2436'ABOUT 5.4 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE CROSSING
 GX2436'OF THE NORFOLK AND WESTERN RAILWAY AT IAEGER, ON THE OUTSIDE OF
 GX2436'A LONG CURVE WITH TANGENTS EXTENDING NORTHEAST AND SOUTHEAST, AT
 GX2436'THE JUNCTION OF A SIDE ROAD LEADING WEST, 18 FEET WEST OF CENTER
 GX2436'LINE OF HIGHWAY, 18 FEET SOUTH OF CENTER LINE OF SIDE ROAD, IN
 GX2436'TOP OF THE ROCK WING WALL AT THE NORTHWEST CORNER OF A 15-FOOT
 GX2436'CONCRETE BRIDGE OVER MUZZLE FORK, AND ABOUT 1 FOOT BELOW THE
 GX2436'LEVEL OF THE HIGHWAY.
 GX2436
 GX2436                          STATION RECOVERY (1963)
 GX2436
 GX2436'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2436'RECOVERED IN GOOD CONDITION.
 GX2436
 GX2436                          STATION RECOVERY (2003)
 GX2436
 GX2436'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2436'BELIEVE DESTROYED AS ROCK WING WALL HAS FALLEN INTO CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2448 ***********************************************************************
 GX2448  DESIGNATION -  N 177
 GX2448  PID         -  GX2448
 GX2448  STATE/COUNTY-  WV/WYOMING
 GX2448  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2448
 GX2448                         *CURRENT SURVEY CONTROL
 GX2448  ___________________________________________________________________
 GX2448* NAD 83(1986)-  37 34 57.     (N)    081 39 54.     (W)     SCALED    
 GX2448* NAVD 88     -       361.703  (meters)    1186.69   (feet)  ADJUSTED  
 GX2448  ___________________________________________________________________
 GX2448  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX2448  DYNAMIC HT  -         361.417 (meters)    1185.75  (feet)  COMP
 GX2448  MODELED GRAV-     979,829.7   (mgal)                       NAVD 88
 GX2448
 GX2448  VERT ORDER  -  SECOND    CLASS 0
 GX2448
 GX2448.The horizontal coordinates were scaled from a topographic map and have
 GX2448.an estimated accuracy of +/- 6 seconds.
 GX2448
 GX2448.The orthometric height was determined by differential leveling
 GX2448.and adjusted by the National Geodetic Survey in June 1991..
 GX2448
 GX2448.The geoid height was determined by GEOID03.
 GX2448
 GX2448.The dynamic height is computed by dividing the NAVD 88
 GX2448.geopotential number by the normal gravity value computed on the
 GX2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2448.degrees latitude (g = 980.6199 gals.).
 GX2448
 GX2448.The modeled gravity was interpolated from observed gravity values.
 GX2448
 GX2448;                    North         East    Units  Estimated Accuracy
 GX2448;SPC WV S     -    64,860.      541,260.      MT  (+/- 180 meters Scaled)
 GX2448
 GX2448                          SUPERSEDED SURVEY CONTROL
 GX2448
 GX2448  NGVD 29 (??/??/92)  361.882  (m)         1187.27   (f) ADJ UNCH    2 0
 GX2448
 GX2448.Superseded values are not recommended for survey control.
 GX2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2448.See file dsdata.txt to determine how the superseded data were derived.
 GX2448
 GX2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB412597(NAD 83)
 GX2448_MARKER: DB = BENCH MARK DISK
 GX2448_SETTING: 66 = SET IN ROCK OUTCROP
 GX2448_SP_SET: LEDGE
 GX2448_STAMPING: N 177 1958
 GX2448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2448+STABILITY: POSITION/ELEVATION WELL
 GX2448
 GX2448  HISTORY     - Date     Condition        Report By
 GX2448  HISTORY     - 1958     MONUMENTED       CGS
 GX2448  HISTORY     - 1963     GOOD             AEROS
 GX2448
 GX2448                          STATION DESCRIPTION
 GX2448
 GX2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2448'1.2 MI S FROM BAILEYSVILLE.
 GX2448'ABOUT 0.85 MILES EAST ALONG A BLACK TOP ROAD FROM THE BRIDGE OVER
 GX2448'GUYANDOT RIVER AT BAILEYSVILLE, THENCE 0.35 MILE SOUTH ALONG A
 GX2448'BLACK TOP ROAD TO DAVY, DIRECTLY ACROSS THE ROAD FROM THE EAST
 GX2448'CORNER OF A POWER COMPANY SUB-STATION, IN TOP OF THE NORTHWEST
 GX2448'EDGE OF A FLAT ROCK LEDGE ABOUT 25-FEET LONG AND 5-FEET WIDE, AT
 GX2448'THE BASE OF A ROCK CUT, 16 FEET SOUTHEAST OF CENTER LINE OF ROAD,
 GX2448'168 FEET SOUTHWEST OF CENTER LINE OF THE JUNCTION OF THE DRIVE TO
 GX2448'THE SUB-STATION, 1 1/2 FEET SOUTHEAST OF THE NORTHWEST EDGE OF
 GX2448'THE LEDGE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2448
 GX2448                          STATION RECOVERY (1963)
 GX2448
 GX2448'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2460 ***********************************************************************
 GX2460  DESIGNATION -  N 178
 GX2460  PID         -  GX2460
 GX2460  STATE/COUNTY-  WV/WYOMING
 GX2460  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2460
 GX2460                         *CURRENT SURVEY CONTROL
 GX2460  ___________________________________________________________________
 GX2460* NAD 83(1986)-  37 36 15.     (N)    081 38 38.     (W)     SCALED    
 GX2460* NAVD 88     -       356.790  (meters)    1170.57   (feet)  ADJUSTED  
 GX2460  ___________________________________________________________________
 GX2460  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX2460  DYNAMIC HT  -         356.507 (meters)    1169.64  (feet)  COMP
 GX2460  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 GX2460
 GX2460  VERT ORDER  -  SECOND    CLASS 0
 GX2460
 GX2460.The horizontal coordinates were scaled from a topographic map and have
 GX2460.an estimated accuracy of +/- 6 seconds.
 GX2460
 GX2460.The orthometric height was determined by differential leveling
 GX2460.and adjusted by the National Geodetic Survey in June 1991..
 GX2460
 GX2460.The geoid height was determined by GEOID03.
 GX2460
 GX2460.The dynamic height is computed by dividing the NAVD 88
 GX2460.geopotential number by the normal gravity value computed on the
 GX2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2460.degrees latitude (g = 980.6199 gals.).
 GX2460
 GX2460.The modeled gravity was interpolated from observed gravity values.
 GX2460
 GX2460;                    North         East    Units  Estimated Accuracy
 GX2460;SPC WV S     -    67,250.      543,150.      MT  (+/- 180 meters Scaled)
 GX2460
 GX2460                          SUPERSEDED SURVEY CONTROL
 GX2460
 GX2460  NGVD 29 (??/??/92)  356.968  (m)         1171.15   (f) ADJ UNCH    2 0
 GX2460
 GX2460.Superseded values are not recommended for survey control.
 GX2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2460.See file dsdata.txt to determine how the superseded data were derived.
 GX2460
 GX2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB431620(NAD 83)
 GX2460_MARKER: DB = BENCH MARK DISK
 GX2460_SETTING: 66 = SET IN ROCK OUTCROP
 GX2460_SP_SET: CUT
 GX2460_STAMPING: N 178 1958
 GX2460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2460+STABILITY: POSITION/ELEVATION WELL
 GX2460
 GX2460  HISTORY     - Date     Condition        Report By
 GX2460  HISTORY     - 1958     MONUMENTED       CGS
 GX2460  HISTORY     - 1963     GOOD             AEROS
 GX2460  HISTORY     - 1980     GOOD             LOCSUR
 GX2460
 GX2460                          STATION DESCRIPTION
 GX2460
 GX2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2460'3 MI E FROM BAILEYSVILLE.
 GX2460'ABOUT 3.05 MILES EAST ALONG A BLACK TOP ROAD TO PINEVILLE FROM
 GX2460'THE BRIDGE OVER GUYANDOT RIVER AT BAILEYSVILLE, 0.7 MILE WEST
 GX2460'OF THE POST OFFICE AT BRENTON, ON THE OUTSIDE OF A LONG CURVE
 GX2460'WITH TANGENTS EXTENDING SOUTH AND SOUTHWEST, AT THE JUNCTION
 GX2460'OF A PRIVATE ROAD LEADING SOUTHWEST THAT FORDS THE GUYANDOT
 GX2460'RIVER, 21 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET
 GX2460'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CUT, 31 FEET SOUTHEAST
 GX2460'OF THE NORTHWEST END OF THE CUT, AND ABOUT 5 FEET ABOVE THE LEVEL
 GX2460'OF THE ROAD.
 GX2460
 GX2460                          STATION RECOVERY (1963)
 GX2460
 GX2460'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2460'RECOVERED IN GOOD CONDITION.
 GX2460
 GX2460                          STATION RECOVERY (1980)
 GX2460
 GX2460'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3165 ***********************************************************************
 GX3165  DESIGNATION -  N 178 RESET 1980
 GX3165  PID         -  GX3165
 GX3165  STATE/COUNTY-  WV/WYOMING
 GX3165  USGS QUAD   -  BAILEYSVILLE (1976)
 GX3165
 GX3165                         *CURRENT SURVEY CONTROL
 GX3165  ___________________________________________________________________
 GX3165* NAD 83(1986)-  37 36 15.     (N)    081 38 38.     (W)     SCALED    
 GX3165* NAVD 88     -       354.50   (meters)    1163.1    (feet)  RESET     
 GX3165  ___________________________________________________________________
 GX3165  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX3165
 GX3165  VERT ORDER  -  THIRD
 GX3165
 GX3165.The horizontal coordinates were scaled from a topographic map and have
 GX3165.an estimated accuracy of +/- 6 seconds.
 GX3165
 GX3165.The orthometric height was computed from unverified reset data.
 GX3165.No vertical observational check was made to the station.
 GX3165
 GX3165.The geoid height was determined by GEOID03.
 GX3165
 GX3165;                    North         East    Units  Estimated Accuracy
 GX3165;SPC WV S     -    67,250.      543,150.      MT  (+/- 180 meters Scaled)
 GX3165
 GX3165                          SUPERSEDED SURVEY CONTROL
 GX3165
 GX3165  NGVD 29 (09/25/03)  354.68   (m)         1163.6    (f) RESET       3  
 GX3165
 GX3165.Superseded values are not recommended for survey control.
 GX3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3165.See file dsdata.txt to determine how the superseded data were derived.
 GX3165
 GX3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB431620(NAD 83)
 GX3165_MARKER: DB = BENCH MARK DISK
 GX3165_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX3165_SP_SET: HEADWALL
 GX3165_STAMPING: N 178 RESET 1980
 GX3165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3165+STABILITY: SURFACE MOTION
 GX3165
 GX3165  HISTORY     - Date     Condition        Report By
 GX3165  HISTORY     - 1980     MONUMENTED       WVHD
 GX3165
 GX3165                          STATION DESCRIPTION
 GX3165
 GX3165'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1980
 GX3165'3.0 MI EAST FROM BAILEYSVILLE.
 GX3165'3.0 MILES EAST ALONG STATE ROUTE 92 (BAILEYSVILLE-PINEVILLE ROAD)
 GX3165'FROM THE NEW BRIDGE OVER GUYANDOTTE RIVER IN BAILEYSVILLE, 0.85 MILE
 GX3165'WEST OF THE POST OFFICE IN BRENTON, ON THE OUTSIDE OF CURVE AND
 GX3165'57 YARDS NORTH OF RIVER GAGING STATION, IN TOP OF AND CENTER OF NEW
 GX3165'CONCRETE HEADWALL OF A 8 X 8 FOOT DOUBLE BOX CULVERT  FOR CREEK,
 GX3165'AND 50.5 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY.
 GX3165'THE MARK IS 9.6 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1901 ***********************************************************************
 GX1901  DESIGNATION -  N 179
 GX1901  PID         -  GX1901
 GX1901  STATE/COUNTY-  WV/MCDOWELL
 GX1901  USGS QUAD   -  BRADSHAW (1977)
 GX1901
 GX1901                         *CURRENT SURVEY CONTROL
 GX1901  ___________________________________________________________________
 GX1901* NAD 83(1986)-  37 20 52.     (N)    081 45 49.     (W)     SCALED    
 GX1901* NAVD 88     -       375.435  (meters)    1231.74   (feet)  ADJUSTED  
 GX1901  ___________________________________________________________________
 GX1901  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1901  DYNAMIC HT  -         375.125 (meters)    1230.72  (feet)  COMP
 GX1901  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 GX1901
 GX1901  VERT ORDER  -  SECOND    CLASS 0
 GX1901
 GX1901.The horizontal coordinates were scaled from a topographic map and have
 GX1901.an estimated accuracy of +/- 6 seconds.
 GX1901
 GX1901.The orthometric height was determined by differential leveling
 GX1901.and adjusted by the National Geodetic Survey in June 1991..
 GX1901
 GX1901.The geoid height was determined by GEOID03.
 GX1901
 GX1901.The dynamic height is computed by dividing the NAVD 88
 GX1901.geopotential number by the normal gravity value computed on the
 GX1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1901.degrees latitude (g = 980.6199 gals.).
 GX1901
 GX1901.The modeled gravity was interpolated from observed gravity values.
 GX1901
 GX1901;                    North         East    Units  Estimated Accuracy
 GX1901;SPC WV S     -    38,880.      532,340.      MT  (+/- 180 meters Scaled)
 GX1901
 GX1901                          SUPERSEDED SURVEY CONTROL
 GX1901
 GX1901  NGVD 29 (??/??/92)  375.607  (m)         1232.30   (f) ADJ UNCH    2 0
 GX1901
 GX1901.Superseded values are not recommended for survey control.
 GX1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1901.See file dsdata.txt to determine how the superseded data were derived.
 GX1901
 GX1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB323337(NAD 83)
 GX1901_MARKER: DB = BENCH MARK DISK
 GX1901_SETTING: 66 = SET IN ROCK OUTCROP
 GX1901_SP_SET: SET IN ROCK OUTCROP
 GX1901_STAMPING: N 179 1958
 GX1901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1901+STABILITY: POSITION/ELEVATION WELL
 GX1901
 GX1901  HISTORY     - Date     Condition        Report By
 GX1901  HISTORY     - 1958     MONUMENTED       CGS
 GX1901
 GX1901                          STATION DESCRIPTION
 GX1901
 GX1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1901'3.9 MI SE FROM BRADSHAW.
 GX1901'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 GX1901'STATE HIGHWAY 80 AT BRADSHAW, ON THE INSIDE OF A SHARP CURVE
 GX1901'WITH TANGENTS EXTENDING SOUTH AND WEST, ABOUT 63 YARDS SOUTHEAST
 GX1901'AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF A 125-FOOT BRIDGE
 GX1901'OVER DRY FORK AND UNDER A SIDE ROAD LEADING NORTHEAST, AT A WELL,
 GX1901'SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK CUT, 21 FEET
 GX1901'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET
 GX1901'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0692 ***********************************************************************
 JW0692  DESIGNATION -  N 18
 JW0692  PID         -  JW0692
 JW0692  STATE/COUNTY-  WV/MINERAL
 JW0692  USGS QUAD   -  ANTIOCH (1981)
 JW0692
 JW0692                         *CURRENT SURVEY CONTROL
 JW0692  ___________________________________________________________________
 JW0692* NAD 83(1986)-  39 22 07.     (N)    079 02 00.     (W)     SCALED    
 JW0692* NAVD 88     -       303.444  (meters)     995.55   (feet)  ADJUSTED  
 JW0692  ___________________________________________________________________
 JW0692  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JW0692  DYNAMIC HT  -         303.256 (meters)     994.93  (feet)  COMP
 JW0692  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 JW0692
 JW0692  VERT ORDER  -  SECOND    CLASS 0
 JW0692
 JW0692.The horizontal coordinates were scaled from a topographic map and have
 JW0692.an estimated accuracy of +/- 6 seconds.
 JW0692
 JW0692.The orthometric height was determined by differential leveling
 JW0692.and adjusted by the National Geodetic Survey in June 1991..
 JW0692
 JW0692.The geoid height was determined by GEOID03.
 JW0692
 JW0692.The dynamic height is computed by dividing the NAVD 88
 JW0692.geopotential number by the normal gravity value computed on the
 JW0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0692.degrees latitude (g = 980.6199 gals.).
 JW0692
 JW0692.The modeled gravity was interpolated from observed gravity values.
 JW0692
 JW0692;                    North         East    Units  Estimated Accuracy
 JW0692;SPC WV N     -    96,540.      640,210.      MT  (+/- 180 meters Scaled)
 JW0692
 JW0692                          SUPERSEDED SURVEY CONTROL
 JW0692
 JW0692  NGVD 29 (??/??/92)  303.622  (m)          996.13   (f) ADJ UNCH    2 0
 JW0692
 JW0692.Superseded values are not recommended for survey control.
 JW0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0692.See file dsdata.txt to determine how the superseded data were derived.
 JW0692
 JW0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD694595(NAD 83)
 JW0692_MARKER: DB = BENCH MARK DISK
 JW0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0692_SP_SET: BRIDGE
 JW0692_STAMPING: N 18 1934
 JW0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0692
 JW0692  HISTORY     - Date     Condition        Report By
 JW0692  HISTORY     - 1934     MONUMENTED       CGS
 JW0692
 JW0692                          STATION DESCRIPTION
 JW0692
 JW0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0692'0.6 MI S FROM NEWCREEK.
 JW0692'0.6 MILE SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE AT
 JW0692'NEWCREEK, MINERAL COUNTY, AT THE JUNCTION WITH U.S. HIGHWAY 50,
 JW0692'AT THE CONCRETE BRIDGE CARRYING U.S. HIGHWAY 50 OVER NEW CREEK,
 JW0692'IN THE TOP OF THE NORTHWEST ABUTMENT, 6 YARDS NORTH OF THE
 JW0692'CENTERLINE OF THE HIGHWAY, AND 6 INCHES HIGHER THAN THE HIGHWAY.
 JW0692'A STANDARD DISK, STAMPED N 18 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2475 ***********************************************************************
 GX2475  DESIGNATION -  N 180
 GX2475  PID         -  GX2475
 GX2475  STATE/COUNTY-  WV/WYOMING
 GX2475  USGS QUAD   -  MATHENY (1976)
 GX2475
 GX2475                         *CURRENT SURVEY CONTROL
 GX2475  ___________________________________________________________________
 GX2475* NAD 83(1986)-  37 40 25.     (N)    081 33 03.     (W)     SCALED    
 GX2475* NAVD 88     -       440.663  (meters)    1445.74   (feet)  ADJUSTED  
 GX2475  ___________________________________________________________________
 GX2475  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX2475  DYNAMIC HT  -         440.310 (meters)    1444.58  (feet)  COMP
 GX2475  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 GX2475
 GX2475  VERT ORDER  -  SECOND    CLASS 0
 GX2475
 GX2475.The horizontal coordinates were scaled from a topographic map and have
 GX2475.an estimated accuracy of +/- 6 seconds.
 GX2475
 GX2475.The orthometric height was determined by differential leveling
 GX2475.and adjusted by the National Geodetic Survey in June 1991..
 GX2475
 GX2475.The geoid height was determined by GEOID03.
 GX2475
 GX2475.The dynamic height is computed by dividing the NAVD 88
 GX2475.geopotential number by the normal gravity value computed on the
 GX2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2475.degrees latitude (g = 980.6199 gals.).
 GX2475
 GX2475.The modeled gravity was interpolated from observed gravity values.
 GX2475
 GX2475;                    North         East    Units  Estimated Accuracy
 GX2475;SPC WV S     -    74,910.      551,410.      MT  (+/- 180 meters Scaled)
 GX2475
 GX2475                          SUPERSEDED SURVEY CONTROL
 GX2475
 GX2475  NGVD 29 (??/??/92)  440.828  (m)         1446.28   (f) ADJ UNCH    2 0
 GX2475
 GX2475.Superseded values are not recommended for survey control.
 GX2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2475.See file dsdata.txt to determine how the superseded data were derived.
 GX2475
 GX2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB514697(NAD 83)
 GX2475_MARKER: DB = BENCH MARK DISK
 GX2475_SETTING: 66 = SET IN ROCK OUTCROP
 GX2475_SP_SET: CUT
 GX2475_STAMPING: N 180 1958
 GX2475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2475+STABILITY: POSITION/ELEVATION WELL
 GX2475
 GX2475  HISTORY     - Date     Condition        Report By
 GX2475  HISTORY     - 1958     MONUMENTED       CGS
 GX2475  HISTORY     - 20030202 GOOD             INDIV
 GX2475
 GX2475                          STATION DESCRIPTION
 GX2475
 GX2475'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2475'1.8 MI NE FROM JESSE.
 GX2475'ABOUT 1.75 MILES NORTHEAST ALONG GLEN DANIEL ROAD FROM THE JUNCTION
 GX2475'OF STATE HIGHWAY 10 AT JESSE, ON THE INSIDE AND AT THE NORTH END
 GX2475'OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, SET
 GX2475'VERTICALLY IN THE EAST FACE OF A LONG ROCK CUT, 18 FEET WEST OF
 GX2475'CENTER LINE OF ROAD, ABOUT 0.15 MILE SOUTH OF THE NORTH END OF
 GX2475'THE CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2475
 GX2475                          STATION RECOVERY (2003)
 GX2475
 GX2475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1220 ***********************************************************************
 GX1220  DESIGNATION -  N 181 RESET 1965
 GX1220  PID         -  GX1220
 GX1220  STATE/COUNTY-  WV/WYOMING
 GX1220  USGS QUAD   -  MC GRAWS (1976)
 GX1220
 GX1220                         *CURRENT SURVEY CONTROL
 GX1220  ___________________________________________________________________
 GX1220* NAD 83(1986)-  37 38 37.     (N)    081 24 10.     (W)     SCALED    
 GX1220* NAVD 88     -       517.06   (+/-2cm)    1696.4    (feet)  VERTCON   
 GX1220  ___________________________________________________________________
 GX1220  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX1220
 GX1220  VERT ORDER  -  THIRD (See Below)
 GX1220
 GX1220.The horizontal coordinates were scaled from a topographic map and have
 GX1220.an estimated accuracy of +/- 6 seconds.
 GX1220
 GX1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX1220.The vertical order pertains to the NGVD 29 superseded value.
 GX1220
 GX1220.The geoid height was determined by GEOID03.
 GX1220
 GX1220;                    North         East    Units  Estimated Accuracy
 GX1220;SPC WV S     -    71,510.      564,450.      MT  (+/- 180 meters Scaled)
 GX1220
 GX1220                          SUPERSEDED SURVEY CONTROL
 GX1220
 GX1220  NGVD 29 (09/25/03)  517.23   (m)         1696.9    (f) RESET       3  
 GX1220
 GX1220.Superseded values are not recommended for survey control.
 GX1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1220.See file dsdata.txt to determine how the superseded data were derived.
 GX1220
 GX1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB644663(NAD 83)
 GX1220_MARKER: DD = SURVEY DISK
 GX1220_SETTING: 66 = SET IN ROCK OUTCROP
 GX1220_SP_SET: ROCK CUT
 GX1220_STAMPING: N 181 RESET 1965
 GX1220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1220+STABILITY: POSITION/ELEVATION WELL
 GX1220
 GX1220  HISTORY     - Date     Condition        Report By
 GX1220  HISTORY     - 1965     MONUMENTED       WVHD
 GX1220  HISTORY     - 1968     GOOD             NGS
 GX1220
 GX1220                          STATION DESCRIPTION
 GX1220
 GX1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GX1220'0.8 MI NW FROM MABEN.
 GX1220'ORIGINAL DESCRIPTION-- ABOUT 0.85 MILE NORTHWEST ALONG A BLACKTOP
 GX1220'ROAD TO MC GRAWS FROM THE POST OFFICE AT MABEN, 0.85 MILE
 GX1220'SOUTHEAST OF A RAILROAD OVERPASS OVER THE ROAD, 0.7 MILE NORTHWEST
 GX1220'OF THE CROSSING OF THE VIRGINIAN RAILWAY, ABOUT 110 YARDS
 GX1220'SOUTHEAST OF A 30 FOOT BRIDGE OVER SLAB FORK CREEK, ON THE
 GX1220'NORTHWEST SLOPE OF A SHORT HILL, SET VERTICALLY IN THE FACE OF
 GX1220'A ROCK CUT, 14 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 GX1220'180 FEET SOUTHEAST OF THE NORTHWEST END OF THE CUT, AND ABOUT 2
 GX1220'FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- THE RESET MARK IS
 GX1220'IN THE IMEDIATE VICINITY OF THE ABOVE DESCRIBED LOCATION AND
 GX1220'ABOUT 1.5 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1346 ***********************************************************************
 GX1346  DESIGNATION -  N 182
 GX1346  PID         -  GX1346
 GX1346  STATE/COUNTY-  WV/MCDOWELL
 GX1346  USGS QUAD   -  ANAWALT (1977)
 GX1346
 GX1346                         *CURRENT SURVEY CONTROL
 GX1346  ___________________________________________________________________
 GX1346* NAD 83(1986)-  37 19 16.     (N)    081 26 24.     (W)     SCALED    
 GX1346* NAVD 88     -       522.812  (meters)    1715.26   (feet)  ADJUSTED  
 GX1346  ___________________________________________________________________
 GX1346  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GX1346  DYNAMIC HT  -         522.357 (meters)    1713.77  (feet)  COMP
 GX1346  MODELED GRAV-     979,745.0   (mgal)                       NAVD 88
 GX1346
 GX1346  VERT ORDER  -  SECOND    CLASS 0
 GX1346
 GX1346.The horizontal coordinates were scaled from a topographic map and have
 GX1346.an estimated accuracy of +/- 6 seconds.
 GX1346
 GX1346.The orthometric height was determined by differential leveling
 GX1346.and adjusted by the National Geodetic Survey in June 1991..
 GX1346
 GX1346.The geoid height was determined by GEOID03.
 GX1346
 GX1346.The dynamic height is computed by dividing the NAVD 88
 GX1346.geopotential number by the normal gravity value computed on the
 GX1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1346.degrees latitude (g = 980.6199 gals.).
 GX1346
 GX1346.The modeled gravity was interpolated from observed gravity values.
 GX1346
 GX1346;                    North         East    Units  Estimated Accuracy
 GX1346;SPC WV S     -    35,730.      561,000.      MT  (+/- 180 meters Scaled)
 GX1346
 GX1346                          SUPERSEDED SURVEY CONTROL
 GX1346
 GX1346  NGVD 29 (??/??/92)  522.942  (m)         1715.69   (f) ADJ UNCH    2 0
 GX1346
 GX1346.Superseded values are not recommended for survey control.
 GX1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1346.See file dsdata.txt to determine how the superseded data were derived.
 GX1346
 GX1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB610305(NAD 83)
 GX1346_MARKER: DB = BENCH MARK DISK
 GX1346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1346_SP_SET: BRIDGE
 GX1346_STAMPING: N 182 1958
 GX1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1346
 GX1346  HISTORY     - Date     Condition        Report By
 GX1346  HISTORY     - 1958     MONUMENTED       CGS
 GX1346
 GX1346                          STATION DESCRIPTION
 GX1346
 GX1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1346'1 MI S FROM ANAWALT.
 GX1346'ABOUT 1.05 MILES SOUTH ALONG A BLACK TOP ROAD LEADING TO
 GX1346'JENKINJONES FROM THE NORFOLK AND WESTERN RAILWAY STATION AT
 GX1346'ANAWALT, SET VERTICALLY IN THE NORTHWEST FACE OF THE SOUTHEAST
 GX1346'ABUTMENT FOR RAILWAY BRIDGE 2221 OVER THE ROAD AND TUG FORK, 3
 GX1346'FEET ABOVE THE GROUND, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GX1346'ROAD, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1183 ***********************************************************************
 GX1183  DESIGNATION -  N 183
 GX1183  PID         -  GX1183
 GX1183  STATE/COUNTY-  WV/RALEIGH
 GX1183  USGS QUAD   -  LESTER (1976)
 GX1183
 GX1183                         *CURRENT SURVEY CONTROL
 GX1183  ___________________________________________________________________
 GX1183* NAD 83(1986)-  37 43 44.     (N)    081 18 12.     (W)     SCALED    
 GX1183* NAVD 88     -       619.086  (meters)    2031.12   (feet)  ADJUSTED  
 GX1183  ___________________________________________________________________
 GX1183  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX1183  DYNAMIC HT  -         618.582 (meters)    2029.46  (feet)  COMP
 GX1183  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 GX1183
 GX1183  VERT ORDER  -  SECOND    CLASS 0
 GX1183
 GX1183.The horizontal coordinates were scaled from a topographic map and have
 GX1183.an estimated accuracy of +/- 6 seconds.
 GX1183
 GX1183.The orthometric height was determined by differential leveling
 GX1183.and adjusted by the National Geodetic Survey in June 1991..
 GX1183
 GX1183.The geoid height was determined by GEOID03.
 GX1183
 GX1183.The dynamic height is computed by dividing the NAVD 88
 GX1183.geopotential number by the normal gravity value computed on the
 GX1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1183.degrees latitude (g = 980.6199 gals.).
 GX1183
 GX1183.The modeled gravity was interpolated from observed gravity values.
 GX1183
 GX1183;                    North         East    Units  Estimated Accuracy
 GX1183;SPC WV S     -    80,940.      573,260.      MT  (+/- 180 meters Scaled)
 GX1183
 GX1183                          SUPERSEDED SURVEY CONTROL
 GX1183
 GX1183  NGVD 29 (??/??/92)  619.247  (m)         2031.65   (f) ADJ UNCH    2 0
 GX1183
 GX1183.Superseded values are not recommended for survey control.
 GX1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1183.See file dsdata.txt to determine how the superseded data were derived.
 GX1183
 GX1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB732757(NAD 83)
 GX1183_MARKER: DB = BENCH MARK DISK
 GX1183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1183_SP_SET: CULVERT
 GX1183_STAMPING: N 183 1958
 GX1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX1183+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2000
 GX1183
 GX1183  HISTORY     - Date     Condition        Report By
 GX1183  HISTORY     - 1958     MONUMENTED       CGS
 GX1183  HISTORY     - 20000408 GOOD             LOCSUR
 GX1183
 GX1183                          STATION DESCRIPTION
 GX1183
 GX1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1183'0.2 MI SW FROM LESTER.
 GX1183'ABOUT 0.25 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE
 GX1183'CHURCH OF CHRIST AT LESTER, ABOUT 100 YARDS NORTHEAST OF THE
 GX1183'CROSSING OF THE VIRGINIAN RAILWAY, IN THE TOP OF THE SOUTHWEST
 GX1183'END OF THE SOUTHEAST HEAD WALL FOR A 30-FOOT DOUBLE CONCRETE
 GX1183'BOX CULVERT FOR SURVEYOR CREEK, 33 FEET SOUTHEAST OF CENTER
 GX1183'LINE OF ROAD, 1 1/2 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 GX1183'HEAD WALL, AND ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD.
 GX1183
 GX1183                          STATION RECOVERY (2000)
 GX1183
 GX1183'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (TS)
 GX1183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2040 ***********************************************************************
 GX2040  DESIGNATION -  N 184
 GX2040  PID         -  GX2040
 GX2040  STATE/COUNTY-  WV/MCDOWELL
 GX2040  USGS QUAD   -  GARY (1977)
 GX2040
 GX2040                         *CURRENT SURVEY CONTROL
 GX2040  ___________________________________________________________________
 GX2040* NAD 83(1986)-  37 19 56.     (N)    081 32 37.     (W)     SCALED    
 GX2040* NAVD 88     -       480.762  (meters)    1577.30   (feet)  ADJUSTED  
 GX2040  ___________________________________________________________________
 GX2040  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GX2040  DYNAMIC HT  -         480.356 (meters)    1575.97  (feet)  COMP
 GX2040  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 GX2040
 GX2040  VERT ORDER  -  SECOND    CLASS 0
 GX2040
 GX2040.The horizontal coordinates were scaled from a topographic map and have
 GX2040.an estimated accuracy of +/- 6 seconds.
 GX2040
 GX2040.The orthometric height was determined by differential leveling
 GX2040.and adjusted by the National Geodetic Survey in June 1991..
 GX2040
 GX2040.The geoid height was determined by GEOID03.
 GX2040
 GX2040.The dynamic height is computed by dividing the NAVD 88
 GX2040.geopotential number by the normal gravity value computed on the
 GX2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2040.degrees latitude (g = 980.6199 gals.).
 GX2040
 GX2040.The modeled gravity was interpolated from observed gravity values.
 GX2040
 GX2040;                    North         East    Units  Estimated Accuracy
 GX2040;SPC WV S     -    37,020.      551,820.      MT  (+/- 180 meters Scaled)
 GX2040
 GX2040                          SUPERSEDED SURVEY CONTROL
 GX2040
 GX2040  NGVD 29 (??/??/92)  480.912  (m)         1577.79   (f) ADJ UNCH    2 0
 GX2040
 GX2040.Superseded values are not recommended for survey control.
 GX2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2040.See file dsdata.txt to determine how the superseded data were derived.
 GX2040
 GX2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB518318(NAD 83)
 GX2040_MARKER: DB = BENCH MARK DISK
 GX2040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2040_SP_SET: BRIDGE
 GX2040_STAMPING: N 184 1958
 GX2040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2040
 GX2040  HISTORY     - Date     Condition        Report By
 GX2040  HISTORY     - 1958     MONUMENTED       CGS
 GX2040  HISTORY     - 1969     MARK NOT FOUND   USGS
 GX2040
 GX2040                          STATION DESCRIPTION
 GX2040
 GX2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2040'1 MI N FROM FILBERT.
 GX2040'1.0 MILE NORTH ALONG A BLACK TOP ROAD LEADING TO ELBERT FROM THE
 GX2040'POST OFFICE AT FILBERT, ALSO ABOUT 0.4 MILE SOUTH ALONG A BLACK
 GX2040'TOP ROAD FROM THE POST OFFICE AT ELBERT, DIRECTLY ACROSS THE
 GX2040'ROAD FROM THE ELBERT FILBERT PUBLIC SCHOOL, SET VERTICALLY IN THE
 GX2040'SOUTH FACE OF THE NORTHEAST WING WALL FOR A NORFOLK AND WESTERN
 GX2040'RAILWAY OVERPASS OVER A NARROW ROAD LEADING WEST, 105 FEET
 GX2040'WEST OF THE CENTER LINE OF ROAD, 10 FEET NORTH OF THE CENTER
 GX2040'LINE OF THE NARROW ROAD, 2 1/2 FEET ABOVE THE GROUND, AND ABOUT
 GX2040'15 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2040
 GX2040                          STATION RECOVERY (1969)
 GX2040
 GX2040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GX2040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2247 ***********************************************************************
 HX2247  DESIGNATION -  N 185
 HX2247  PID         -  HX2247
 HX2247  STATE/COUNTY-  WV/BOONE
 HX2247  USGS QUAD   -  MADISON (1976)
 HX2247
 HX2247                         *CURRENT SURVEY CONTROL
 HX2247  ___________________________________________________________________
 HX2247* NAD 83(1986)-  38 00 56.     (N)    081 45 19.     (W)     SCALED    
 HX2247* NAVD 88     -       229.725  (meters)     753.69   (feet)  ADJUSTED  
 HX2247  ___________________________________________________________________
 HX2247  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HX2247  DYNAMIC HT  -         229.556 (meters)     753.13  (feet)  COMP
 HX2247  MODELED GRAV-     979,890.4   (mgal)                       NAVD 88
 HX2247
 HX2247  VERT ORDER  -  SECOND    CLASS 0
 HX2247
 HX2247.The horizontal coordinates were scaled from a topographic map and have
 HX2247.an estimated accuracy of +/- 6 seconds.
 HX2247
 HX2247.The orthometric height was determined by differential leveling
 HX2247.and adjusted by the National Geodetic Survey in June 1991..
 HX2247
 HX2247.The geoid height was determined by GEOID03.
 HX2247
 HX2247.The dynamic height is computed by dividing the NAVD 88
 HX2247.geopotential number by the normal gravity value computed on the
 HX2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2247.degrees latitude (g = 980.6199 gals.).
 HX2247
 HX2247.The modeled gravity was interpolated from observed gravity values.
 HX2247
 HX2247;                    North         East    Units  Estimated Accuracy
 HX2247;SPC WV S     -   112,990.      533,680.      MT  (+/- 180 meters Scaled)
 HX2247
 HX2247                          SUPERSEDED SURVEY CONTROL
 HX2247
 HX2247  NGVD 29 (??/??/92)  229.929  (m)          754.36   (f) ADJ UNCH    2 0
 HX2247
 HX2247.Superseded values are not recommended for survey control.
 HX2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2247.See file dsdata.txt to determine how the superseded data were derived.
 HX2247
 HX2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC337078(NAD 83)
 HX2247_MARKER: DB = BENCH MARK DISK
 HX2247_SETTING: 66 = SET IN ROCK OUTCROP
 HX2247_SP_SET: ROCK CUT
 HX2247_STAMPING: N 185 1958
 HX2247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2247+STABILITY: POSITION/ELEVATION WELL
 HX2247
 HX2247  HISTORY     - Date     Condition        Report By
 HX2247  HISTORY     - 1958     MONUMENTED       CGS
 HX2247  HISTORY     - 1973     GOOD             LOCENG
 HX2247
 HX2247                          STATION DESCRIPTION
 HX2247
 HX2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2247'5.6 MI NW FROM VAN.
 HX2247'ABOUT 5.6 MILES NORTHWEST ALONG STATE HIGHWAY 79 FROM THE
 HX2247'JUNCTION OF STATE HIGHWAY 78 AT VAN, 80 YARDS SOUTH OF THE
 HX2247'SOUTH END OF A NARROW CONCRETE BRIDGE OVER ROBINSON CREEK, SET
 HX2247'VERTICALLY IN THE NORTH FACE OF A LAYER OF ROCK AT THE NORTHEAST
 HX2247'END OF CUT, 4 1/2 FEET ABOVE THE BOTTOM OF THE DITCH, 20 1/2
 HX2247'FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY AND AT NORTHEAST
 HX2247'END OF CUT, 20 1/2 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 HX2247'OF A DRIVE WEST TO WALHONDE GOLF COURSE, 102 FEET NORTHEAST OF
 HX2247'CABLE LINE POLE 10-165, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 HX2247'THE HIGHWAY.
 HX2247
 HX2247                          STATION RECOVERY (1973)
 HX2247
 HX2247'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2247'0.8 MILE SOUTHERLY OF USC AND GS H-186.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2264 ***********************************************************************
 HX2264  DESIGNATION -  N 186
 HX2264  PID         -  HX2264
 HX2264  STATE/COUNTY-  WV/BOONE
 HX2264  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2264
 HX2264                         *CURRENT SURVEY CONTROL
 HX2264  ___________________________________________________________________
 HX2264* NAD 83(1986)-  38 00 18.     (N)    081 40 33.     (W)     SCALED    
 HX2264* NAVD 88     -       327.809  (meters)    1075.49   (feet)  ADJUSTED  
 HX2264  ___________________________________________________________________
 HX2264  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 HX2264  DYNAMIC HT  -         327.562 (meters)    1074.68  (feet)  COMP
 HX2264  MODELED GRAV-     979,865.6   (mgal)                       NAVD 88
 HX2264
 HX2264  VERT ORDER  -  SECOND    CLASS 0
 HX2264
 HX2264.The horizontal coordinates were scaled from a topographic map and have
 HX2264.an estimated accuracy of +/- 6 seconds.
 HX2264
 HX2264.The orthometric height was determined by differential leveling
 HX2264.and adjusted by the National Geodetic Survey in June 1991..
 HX2264
 HX2264.The geoid height was determined by GEOID03.
 HX2264
 HX2264.The dynamic height is computed by dividing the NAVD 88
 HX2264.geopotential number by the normal gravity value computed on the
 HX2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2264.degrees latitude (g = 980.6199 gals.).
 HX2264
 HX2264.The modeled gravity was interpolated from observed gravity values.
 HX2264
 HX2264;                    North         East    Units  Estimated Accuracy
 HX2264;SPC WV S     -   111,760.      540,650.      MT  (+/- 180 meters Scaled)
 HX2264
 HX2264                          SUPERSEDED SURVEY CONTROL
 HX2264
 HX2264  NGVD 29 (??/??/92)  328.003  (m)         1076.12   (f) ADJ UNCH    2 0
 HX2264
 HX2264.Superseded values are not recommended for survey control.
 HX2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2264.See file dsdata.txt to determine how the superseded data were derived.
 HX2264
 HX2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC406065(NAD 83)
 HX2264_MARKER: DB = BENCH MARK DISK
 HX2264_SETTING: 80 = SET IN A BOULDER
 HX2264_SP_SET: BOULDER
 HX2264_STAMPING: N 186 1958
 HX2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2264+STABILITY: SURFACE MOTION
 HX2264
 HX2264  HISTORY     - Date     Condition        Report By
 HX2264  HISTORY     - 1958     MONUMENTED       CGS
 HX2264
 HX2264                          STATION DESCRIPTION
 HX2264
 HX2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2264'4 MI NE FROM VAN.
 HX2264'ABOUT 0.95 MILE EAST AND NORTH ALONG STATE HIGHWAY 78 FROM THE
 HX2264'JUNCTION OF STATE HIGHWAY 79 AT VAN, THENCE 3.0 MILES NORTHEAST
 HX2264'ALONG A BLACK TOP ROAD ALONG WHITES BRANCH TO WILLIAMS, 1.75
 HX2264'MILES NORTHEAST OF A SMALL BRIDGE OVER INDIAN HOLLOW, 0.5 MILE
 HX2264'NORTHEAST OF A SMALL BRIDGE OVER SMALL HOLLOW, SET VERTICALLY
 HX2264'IN THE EAST FACE OF A 1 1/2-FOOT HIGH AND 9-FOOT WIDE ROCK IN
 HX2264'THE BOTTOM OF A HILLSIDE, 1 1/2 FEET ABOVE THE BOTTOM OF A DITCH,
 HX2264'17 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A
 HX2264'STEEL WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2320 ***********************************************************************
 GX2320  DESIGNATION -  N 187
 GX2320  PID         -  GX2320
 GX2320  STATE/COUNTY-  WV/BOONE
 GX2320  USGS QUAD   -  WHITESVILLE (1988)
 GX2320
 GX2320                         *CURRENT SURVEY CONTROL
 GX2320  ___________________________________________________________________
 GX2320* NAD 83(1986)-  37 58 58.     (N)    081 32 13.     (W)     SCALED    
 GX2320* NAVD 88     -       249.568  (meters)     818.79   (feet)  ADJUSTED  
 GX2320  ___________________________________________________________________
 GX2320  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GX2320  DYNAMIC HT  -         249.384 (meters)     818.19  (feet)  COMP
 GX2320  MODELED GRAV-     979,883.7   (mgal)                       NAVD 88
 GX2320
 GX2320  VERT ORDER  -  SECOND    CLASS 0
 GX2320
 GX2320.The horizontal coordinates were scaled from a topographic map and have
 GX2320.an estimated accuracy of +/- 6 seconds.
 GX2320
 GX2320.The orthometric height was determined by differential leveling
 GX2320.and adjusted by the National Geodetic Survey in June 1991..
 GX2320
 GX2320.The geoid height was determined by GEOID03.
 GX2320
 GX2320.The dynamic height is computed by dividing the NAVD 88
 GX2320.geopotential number by the normal gravity value computed on the
 GX2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2320.degrees latitude (g = 980.6199 gals.).
 GX2320
 GX2320.The modeled gravity was interpolated from observed gravity values.
 GX2320
 GX2320;                    North         East    Units  Estimated Accuracy
 GX2320;SPC WV S     -   109,210.      552,830.      MT  (+/- 180 meters Scaled)
 GX2320
 GX2320                          SUPERSEDED SURVEY CONTROL
 GX2320
 GX2320  NGVD 29 (??/??/92)  249.767  (m)          819.44   (f) ADJ UNCH    2 0
 GX2320
 GX2320.Superseded values are not recommended for survey control.
 GX2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2320.See file dsdata.txt to determine how the superseded data were derived.
 GX2320
 GX2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC528040(NAD 83)
 GX2320_MARKER: DB = BENCH MARK DISK
 GX2320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2320_SP_SET: BRIDGE
 GX2320_STAMPING: N 187 1958
 GX2320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2320
 GX2320  HISTORY     - Date     Condition        Report By
 GX2320  HISTORY     - 1958     MONUMENTED       CGS
 GX2320
 GX2320                          STATION DESCRIPTION
 GX2320
 GX2320'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2320'0.6 MI NW FROM WHITESVILLE.
 GX2320'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST
 GX2320'OFFICE AT WHITESVILLE, 80 FEET NORTHWEST OF THE CENTER OF THE
 GX2320'JUNCTION OF STATE HIGHWAY 78, 18 FEET NORTHEAST OF THE CENTER
 GX2320'LINE OF STATE HIGHWAY 3, IN TOP OF THE EAST WING WALL OF 20-FOOT
 GX2320'CONCRETE BRIDGE OVER ELK RUN, 1/2 FOOT NORTHEAST OF CONCRETE
 GX2320'BANISTER, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2132 ***********************************************************************
 GX2132  DESIGNATION -  N 188
 GX2132  PID         -  GX2132
 GX2132  STATE/COUNTY-  WV/BOONE
 GX2132  USGS QUAD   -  PILOT KNOB (1989)
 GX2132
 GX2132                         *CURRENT SURVEY CONTROL
 GX2132  ___________________________________________________________________
 GX2132* NAD 83(1986)-  37 48 36.     (N)    081 36 44.     (W)     SCALED    
 GX2132* NAVD 88     -       408.847  (meters)    1341.36   (feet)  ADJUSTED  
 GX2132  ___________________________________________________________________
 GX2132  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX2132  DYNAMIC HT  -         408.530 (meters)    1340.32  (feet)  COMP
 GX2132  MODELED GRAV-     979,842.2   (mgal)                       NAVD 88
 GX2132
 GX2132  VERT ORDER  -  SECOND    CLASS 0
 GX2132
 GX2132.The horizontal coordinates were scaled from a topographic map and have
 GX2132.an estimated accuracy of +/- 6 seconds.
 GX2132
 GX2132.The orthometric height was determined by differential leveling
 GX2132.and adjusted by the National Geodetic Survey in June 1991..
 GX2132
 GX2132.The geoid height was determined by GEOID03.
 GX2132
 GX2132.The dynamic height is computed by dividing the NAVD 88
 GX2132.geopotential number by the normal gravity value computed on the
 GX2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2132.degrees latitude (g = 980.6199 gals.).
 GX2132
 GX2132.The modeled gravity was interpolated from observed gravity values.
 GX2132
 GX2132;                    North         East    Units  Estimated Accuracy
 GX2132;SPC WV S     -    90,080.      546,090.      MT  (+/- 180 meters Scaled)
 GX2132
 GX2132                          SUPERSEDED SURVEY CONTROL
 GX2132
 GX2132  NGVD 29 (??/??/92)  409.015  (m)         1341.91   (f) ADJ UNCH    2 0
 GX2132
 GX2132.Superseded values are not recommended for survey control.
 GX2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2132.See file dsdata.txt to determine how the superseded data were derived.
 GX2132
 GX2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB461849(NAD 83)
 GX2132_MARKER: DB = BENCH MARK DISK
 GX2132_SETTING: 66 = SET IN ROCK OUTCROP
 GX2132_SP_SET: ROCK CUT
 GX2132_STAMPING: N 188 1958
 GX2132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2132+STABILITY: POSITION/ELEVATION WELL
 GX2132
 GX2132  HISTORY     - Date     Condition        Report By
 GX2132  HISTORY     - 1958     MONUMENTED       CGS
 GX2132
 GX2132                          STATION DESCRIPTION
 GX2132
 GX2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2132'5 MI SE FROM BALD KNOB.
 GX2132'ABOUT 4.95 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE BRIDGE
 GX2132'OVER JAMES BRANCH AT BALD KNOB, 1.25 MILES NORTHWEST OF THE BRIDGE
 GX2132'OVER SKIN FORK, 122 YARDS NORTHWEST OF A 60-INCH PIPE CULVERT, SET
 GX2132'VERTICALLY IN THE NORTHEAST FACE OF A SLIGHTLY SLANTING 2 1/2-FOOT
 GX2132'HIGH LAYER OF ROCK IN 5-FOOT HIGH ROCK CUT, 15 FEET SOUTHEAST
 GX2132'OF THE NORTHWEST END OF THE CUT, 17 1/2 FEET SOUTHWEST OF CENTER
 GX2132'LINE OF HIGHWAY, 2 1/2 FEET ABOVE THE BOTTOM OF DITCH, AND ABOUT
 GX2132'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2374 ***********************************************************************
 GX2374  DESIGNATION -  N 189
 GX2374  PID         -  GX2374
 GX2374  STATE/COUNTY-  WV/LOGAN
 GX2374  USGS QUAD   -  LORADO (1989)
 GX2374
 GX2374                         *CURRENT SURVEY CONTROL
 GX2374  ___________________________________________________________________
 GX2374* NAD 83(1986)-  37 48 00.     (N)    081 38 13.     (W)     SCALED    
 GX2374* NAVD 88     -       549.683  (meters)    1803.42   (feet)  ADJUSTED  
 GX2374  ___________________________________________________________________
 GX2374  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX2374  DYNAMIC HT  -         549.261 (meters)    1802.03  (feet)  COMP
 GX2374  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 GX2374
 GX2374  VERT ORDER  -  SECOND    CLASS 0
 GX2374
 GX2374.The horizontal coordinates were scaled from a topographic map and have
 GX2374.an estimated accuracy of +/- 6 seconds.
 GX2374
 GX2374.The orthometric height was determined by differential leveling
 GX2374.and adjusted by the National Geodetic Survey in June 1991..
 GX2374
 GX2374.The geoid height was determined by GEOID03.
 GX2374
 GX2374.The dynamic height is computed by dividing the NAVD 88
 GX2374.geopotential number by the normal gravity value computed on the
 GX2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2374.degrees latitude (g = 980.6199 gals.).
 GX2374
 GX2374.The modeled gravity was interpolated from observed gravity values.
 GX2374
 GX2374;                    North         East    Units  Estimated Accuracy
 GX2374;SPC WV S     -    88,980.      543,910.      MT  (+/- 180 meters Scaled)
 GX2374
 GX2374                          SUPERSEDED SURVEY CONTROL
 GX2374
 GX2374  NGVD 29 (??/??/92)  549.859  (m)         1804.00   (f) ADJ UNCH    2 0
 GX2374
 GX2374.Superseded values are not recommended for survey control.
 GX2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2374.See file dsdata.txt to determine how the superseded data were derived.
 GX2374
 GX2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB439838(NAD 83)
 GX2374_MARKER: DB = BENCH MARK DISK
 GX2374_SETTING: 80 = SET IN A BOULDER
 GX2374_STAMPING: N 189 1958
 GX2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2374+STABILITY: SURFACE MOTION
 GX2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX2374+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003
 GX2374
 GX2374  HISTORY     - Date     Condition        Report By
 GX2374  HISTORY     - 1958     MONUMENTED       CGS
 GX2374  HISTORY     - 20030202 GOOD             INDIV
 GX2374
 GX2374                          STATION DESCRIPTION
 GX2374
 GX2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2374'2 MI E FROM SAUNDERS.
 GX2374'ABOUT 2.05 MILES EAST ALONG A ROAD ALONG BUFFALO CREEK FROM THE
 GX2374'NEW ZION FREEWILL BAPTIST CHURCH AT SAUNDERS, ABOUT 0.8 MILE
 GX2374'NORTHWEST AND DOWNSTREAM ALONG BUFFALO CREEK FROM FORK OF CREEK,
 GX2374'41 1/2 FEET NORTHEAST OF AND ACROSS THE CREEK FROM THE CENTER LINE
 GX2374'OF THE ROAD, 83 FEET NORTH OF AND ACROSS THE CREEK AND ROAD FROM
 GX2374'POWER LINE POLE 813 D 2, 40 1/2 FEET SOUTHEAST OF A LEANING 24-INCH
 GX2374'MAPLE TREE, IN TOP AND 3/4 FOOT WEST OF THE EAST CORNER OF A SLANTING
 GX2374'7-BY 8-BY 1-FOOT HIGH EXPOSED PART OF A PARTLY BURIED BOULDER,
 GX2374'ABOUT 12 FEET NORTHEAST OF THE CENTER OF A CREEK BED AND ABOUT 3
 GX2374'FEET ABOVE THE CREEK BED, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 GX2374'THE ROAD.  NOTE, THIS MARK CAN BE REACHED BY GOING 1.75 MILES
 GX2374'SOUTHWEST ALONG A FOOT PATH FROM THE JUNCTION OF STATE HIGHWAY 79
 GX2374'AT ECHART, BOON COUNTY, THENCE 0.95 MILES SOUTHWEST ALONG A ROAD
 GX2374'TO SAUNDERS, LOGAN COUNTY.
 GX2374
 GX2374                          STATION RECOVERY (2003)
 GX2374
 GX2374'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1810 ***********************************************************************
 HW1810  DESIGNATION -  N 19
 HW1810  PID         -  HW1810
 HW1810  STATE/COUNTY-  WV/POCAHONTAS
 HW1810  USGS QUAD   -  MINNEHAHA SPRINGS (1995)
 HW1810
 HW1810                         *CURRENT SURVEY CONTROL
 HW1810  ___________________________________________________________________
 HW1810* NAD 83(1986)-  38 08 21.     (N)    079 58 26.     (W)     SCALED    
 HW1810* NAVD 88     -       726.392  (meters)    2383.17   (feet)  ADJUSTED  
 HW1810  ___________________________________________________________________
 HW1810  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HW1810  DYNAMIC HT  -         725.793 (meters)    2381.21  (feet)  COMP
 HW1810  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 HW1810
 HW1810  VERT ORDER  -  SECOND    CLASS 0
 HW1810
 HW1810.The horizontal coordinates were scaled from a topographic map and have
 HW1810.an estimated accuracy of +/- 6 seconds.
 HW1810
 HW1810.The orthometric height was determined by differential leveling
 HW1810.and adjusted by the National Geodetic Survey in June 1991..
 HW1810
 HW1810.The geoid height was determined by GEOID03.
 HW1810
 HW1810.The dynamic height is computed by dividing the NAVD 88
 HW1810.geopotential number by the normal gravity value computed on the
 HW1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1810.degrees latitude (g = 980.6199 gals.).
 HW1810
 HW1810.The modeled gravity was interpolated from observed gravity values.
 HW1810
 HW1810;                    North         East    Units  Estimated Accuracy
 HW1810;SPC WV S     -   126,930.      689,950.      MT  (+/- 180 meters Scaled)
 HW1810
 HW1810                          SUPERSEDED SURVEY CONTROL
 HW1810
 HW1810  NGVD 29 (??/??/92)  726.464  (m)         2383.41   (f) ADJ UNCH    2 0
 HW1810
 HW1810.Superseded values are not recommended for survey control.
 HW1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1810.See file dsdata.txt to determine how the superseded data were derived.
 HW1810
 HW1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC899217(NAD 83)
 HW1810_MARKER: DB = BENCH MARK DISK
 HW1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1810_STAMPING: N 19 1934
 HW1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1810+STABILITY: SURFACE MOTION
 HW1810
 HW1810  HISTORY     - Date     Condition        Report By
 HW1810  HISTORY     - 1934     MONUMENTED       CGS
 HW1810
 HW1810                          STATION DESCRIPTION
 HW1810
 HW1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1810'2.3 MI SE FROM MINNEHAHA SPRINGS.
 HW1810'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 HW1810'AT MINNEHAHA SPRINGS, POCAHONTAS COUNTY, 54 FEET SOUTH OF A ROCKY
 HW1810'DITCH, IN AN OPEN GLADE, 37 FEET EAST OF THE CENTERLINE OF THE
 HW1810'HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 HW1810'DISK, STAMPED N 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2369 ***********************************************************************
 GX2369  DESIGNATION -  N 190
 GX2369  PID         -  GX2369
 GX2369  STATE/COUNTY-  WV/LOGAN
 GX2369  USGS QUAD   -  LORADO (1989)
 GX2369
 GX2369                         *CURRENT SURVEY CONTROL
 GX2369  ___________________________________________________________________
 GX2369* NAD 83(1986)-  37 48 05.     (N)    081 42 29.     (W)     SCALED    
 GX2369* NAVD 88     -       380.468  (meters)    1248.25   (feet)  ADJUSTED  
 GX2369  ___________________________________________________________________
 GX2369  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GX2369  DYNAMIC HT  -         380.178 (meters)    1247.30  (feet)  COMP
 GX2369  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 GX2369
 GX2369  VERT ORDER  -  SECOND    CLASS 0
 GX2369
 GX2369.The horizontal coordinates were scaled from a topographic map and have
 GX2369.an estimated accuracy of +/- 6 seconds.
 GX2369
 GX2369.The orthometric height was determined by differential leveling
 GX2369.and adjusted by the National Geodetic Survey in June 1991..
 GX2369
 GX2369.The geoid height was determined by GEOID03.
 GX2369
 GX2369.The dynamic height is computed by dividing the NAVD 88
 GX2369.geopotential number by the normal gravity value computed on the
 GX2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2369.degrees latitude (g = 980.6199 gals.).
 GX2369
 GX2369.The modeled gravity was interpolated from observed gravity values.
 GX2369
 GX2369;                    North         East    Units  Estimated Accuracy
 GX2369;SPC WV S     -    89,180.      537,650.      MT  (+/- 180 meters Scaled)
 GX2369
 GX2369                          SUPERSEDED SURVEY CONTROL
 GX2369
 GX2369  NGVD 29 (??/??/92)  380.652  (m)         1248.86   (f) ADJ UNCH    2 0
 GX2369
 GX2369.Superseded values are not recommended for survey control.
 GX2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2369.See file dsdata.txt to determine how the superseded data were derived.
 GX2369
 GX2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB376840(NAD 83)
 GX2369_MARKER: DB = BENCH MARK DISK
 GX2369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2369_SP_SET: BRIDGE
 GX2369_STAMPING: N 190 1958
 GX2369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2369
 GX2369  HISTORY     - Date     Condition        Report By
 GX2369  HISTORY     - 1958     MONUMENTED       CGS
 GX2369
 GX2369                          STATION DESCRIPTION
 GX2369
 GX2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2369'2.8 MI W FROM SAUNDERS.
 GX2369'ABOUT 2.75 MILES WEST ALONG A ROAD TO AMHERSTDALE FROM THE NEW
 GX2369'ZION FREEWILL BAPTIST CHURCH AT SAUNDERS, 0.5 MILE SOUTHWEST OF
 GX2369'THE CONFLUENCE OF BUFFALO CREEK AND TONEY FORK AT PARDEE, 0.15
 GX2369'MILE SOUTHWEST OF A COAL TIPPLE, IN TOP OF THE SOUTHEAST END OF THE
 GX2369'NORTHEAST CONCRETE ABUTMENT OF THREE TRACK CHESAPEAKE AND OHIO
 GX2369'RAILWAY BRIDGE OVER BUFFALO CREEK, (BRIDGE NO. 122), 7 1/2 FEET
 GX2369'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND ABOUT 1
 GX2369'FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1968 ***********************************************************************
 GX1968  DESIGNATION -  N 191
 GX1968  PID         -  GX1968
 GX1968  STATE/COUNTY-  WV/MCDOWELL
 GX1968  USGS QUAD   -  BRADSHAW (1977)
 GX1968
 GX1968                         *CURRENT SURVEY CONTROL
 GX1968  ___________________________________________________________________
 GX1968* NAD 83(1986)-  37 17 21.     (N)    081 50 11.     (W)     SCALED    
 GX1968* NAVD 88     -       620.394  (meters)    2035.41   (feet)  ADJUSTED  
 GX1968  ___________________________________________________________________
 GX1968  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GX1968  DYNAMIC HT  -         619.855 (meters)    2033.64  (feet)  COMP
 GX1968  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 GX1968
 GX1968  VERT ORDER  -  SECOND    CLASS 0
 GX1968
 GX1968.The horizontal coordinates were scaled from a topographic map and have
 GX1968.an estimated accuracy of +/- 6 seconds.
 GX1968
 GX1968.The orthometric height was determined by differential leveling
 GX1968.and adjusted by the National Geodetic Survey in June 1991..
 GX1968
 GX1968.The geoid height was determined by GEOID03.
 GX1968
 GX1968.The dynamic height is computed by dividing the NAVD 88
 GX1968.geopotential number by the normal gravity value computed on the
 GX1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1968.degrees latitude (g = 980.6199 gals.).
 GX1968
 GX1968.The modeled gravity was interpolated from observed gravity values.
 GX1968
 GX1968;                    North         East    Units  Estimated Accuracy
 GX1968;SPC WV S     -    32,430.      525,830.      MT  (+/- 180 meters Scaled)
 GX1968
 GX1968                          SUPERSEDED SURVEY CONTROL
 GX1968
 GX1968  NGVD 29 (??/??/92)  620.547  (m)         2035.91   (f) ADJ UNCH    2 0
 GX1968
 GX1968.Superseded values are not recommended for survey control.
 GX1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1968.See file dsdata.txt to determine how the superseded data were derived.
 GX1968
 GX1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB258272(NAD 83)
 GX1968_MARKER: DB = BENCH MARK DISK
 GX1968_SETTING: 66 = SET IN ROCK OUTCROP
 GX1968_SP_SET: SET IN ROCK OUTCROP
 GX1968_STAMPING: N 191 1958
 GX1968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1968+STABILITY: POSITION/ELEVATION WELL
 GX1968
 GX1968  HISTORY     - Date     Condition        Report By
 GX1968  HISTORY     - 1958     MONUMENTED       CGS
 GX1968
 GX1968                          STATION DESCRIPTION
 GX1968
 GX1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1968'5.6 MI SW FROM BRADSHAW.
 GX1968'2.45 MILES SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION
 GX1968'OF STATE HIGHWAY 80 AT BRADSHAW, THENCE ABOUT 3.1 MILES SOUTHWEST
 GX1968'ALONG A GRAVEL ROAD ALONG MIDDLE FORK, 0.65 MILE NORTH OF THE
 GX1968'SUMMIT OF A GRADE IN LINN CAMP GAP AND THE WEST VIRGINIA-VIRGINIA
 GX1968'STATE LINE, 0.1 MILE SOUTHEAST AND UPHILL FROM A TWO STORY
 GX1968'CONCRETE BLOCK HOUSE AND SHARP CURVE, 26 FEET SOUTHWEST OF THE
 GX1968'CENTER LINE OF THE ROAD, SET VERTICALLY IN THE NORTHEAST FACE
 GX1968'OF A SOLID 5-FOOT HIGH SMOOTH LAYER OF CUT ROCK IN A 15-FOOT HIGH
 GX1968'ROCK CUT, 2 FEET ABOVE THE GROUND, 183 FEET NORTHWEST OF THE
 GX1968'SOUTHWEST OR UPPER END OF A 24-INCH PIPE CULVERT UNDER THE ROAD
 GX1968'AND SHARP CURVE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0724 ***********************************************************************
 GX0724  DESIGNATION -  N 192
 GX0724  PID         -  GX0724
 GX0724  STATE/COUNTY-  WV/SUMMERS
 GX0724  USGS QUAD   -  HINTON (1976)
 GX0724
 GX0724                         *CURRENT SURVEY CONTROL
 GX0724  ___________________________________________________________________
 GX0724* NAD 83(1986)-  37 39 15.     (N)    080 53 03.     (W)     SCALED    
 GX0724* NAVD 88     -       422.817  (meters)    1387.19   (feet)  ADJUSTED  
 GX0724  ___________________________________________________________________
 GX0724  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX0724  DYNAMIC HT  -         422.470 (meters)    1386.05  (feet)  COMP
 GX0724  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 GX0724
 GX0724  VERT ORDER  -  FIRST     CLASS II
 GX0724
 GX0724.The horizontal coordinates were scaled from a topographic map and have
 GX0724.an estimated accuracy of +/- 6 seconds.
 GX0724
 GX0724.The orthometric height was determined by differential leveling
 GX0724.and adjusted by the National Geodetic Survey in June 1991..
 GX0724
 GX0724.The geoid height was determined by GEOID03.
 GX0724
 GX0724.The dynamic height is computed by dividing the NAVD 88
 GX0724.geopotential number by the normal gravity value computed on the
 GX0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0724.degrees latitude (g = 980.6199 gals.).
 GX0724
 GX0724.The modeled gravity was interpolated from observed gravity values.
 GX0724
 GX0724;                    North         East    Units  Estimated Accuracy
 GX0724;SPC WV S     -    72,610.      610,220.      MT  (+/- 180 meters Scaled)
 GX0724
 GX0724                          SUPERSEDED SURVEY CONTROL
 GX0724
 GX0724  NGVD 29 (??/??/92)  422.985  (m)         1387.74   (f) ADJ UNCH    1 2
 GX0724
 GX0724.Superseded values are not recommended for survey control.
 GX0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0724.See file dsdata.txt to determine how the superseded data were derived.
 GX0724
 GX0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB102674(NAD 83)
 GX0724_MARKER: DB = BENCH MARK DISK
 GX0724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0724_SP_SET: ABUTMENT
 GX0724_STAMPING: N 192 1958
 GX0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0724
 GX0724  HISTORY     - Date     Condition        Report By
 GX0724  HISTORY     - 1958     MONUMENTED       CGS
 GX0724
 GX0724                          STATION DESCRIPTION
 GX0724
 GX0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0724'1.5 MI S FROM HINTON.
 GX0724'ABOUT 1.5 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0724'FROM THE STATION AT HINTON, 0.45 MILE NORTHWEST OF MILEPOST
 GX0724'355, 123 FEET SOUTHWEST OF AND ACROSS STATE HIGHWAY 3 FROM THE
 GX0724'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, IN TOP OF THE NORTHWEST
 GX0724'WING WALL OF NORTH ABUTMENT OF CONCRETE HIGHWAY BRIDGE ACROSS
 GX0724'THE MOUTH OF GREENBRIER RIVER, JUST ABOVE THE CONFLUENCE OF
 GX0724'NEW RIVER AND GREENBRIER RIVER, 18 1/2 FEET WEST OF THE CENTER
 GX0724'LINE OF THE HIGHWAY, 2.6 FEET NORTHWEST OF THE NORTH END OF
 GX0724'THE CONCRETE BANISTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2010 ***********************************************************************
 GX2010  DESIGNATION -  N 193
 GX2010  PID         -  GX2010
 GX2010  STATE/COUNTY-  WV/MCDOWELL
 GX2010  USGS QUAD   -  AMONATE (1977)
 GX2010
 GX2010                         *CURRENT SURVEY CONTROL
 GX2010  ___________________________________________________________________
 GX2010* NAD 83(1986)-  37 12 56.     (N)    081 40 48.     (W)     SCALED    
 GX2010* NAVD 88     -       813.116  (meters)    2667.70   (feet)  ADJUSTED  
 GX2010  ___________________________________________________________________
 GX2010  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GX2010  DYNAMIC HT  -         812.387 (meters)    2665.31  (feet)  COMP
 GX2010  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 GX2010
 GX2010  VERT ORDER  -  SECOND    CLASS 0
 GX2010
 GX2010.The horizontal coordinates were scaled from a topographic map and have
 GX2010.an estimated accuracy of +/- 6 seconds.
 GX2010
 GX2010.The orthometric height was determined by differential leveling
 GX2010.and adjusted by the National Geodetic Survey in June 1991..
 GX2010
 GX2010.The geoid height was determined by GEOID03.
 GX2010
 GX2010.The dynamic height is computed by dividing the NAVD 88
 GX2010.geopotential number by the normal gravity value computed on the
 GX2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2010.degrees latitude (g = 980.6199 gals.).
 GX2010
 GX2010.The modeled gravity was interpolated from observed gravity values.
 GX2010
 GX2010;                    North         East    Units  Estimated Accuracy
 GX2010;SPC WV S     -    24,150.      539,640.      MT  (+/- 180 meters Scaled)
 GX2010
 GX2010                          SUPERSEDED SURVEY CONTROL
 GX2010
 GX2010  NGVD 29 (??/??/92)  813.241  (m)         2668.11   (f) ADJ UNCH    2 0
 GX2010
 GX2010.Superseded values are not recommended for survey control.
 GX2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2010.See file dsdata.txt to determine how the superseded data were derived.
 GX2010
 GX2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB396190(NAD 83)
 GX2010_MARKER: DB = BENCH MARK DISK
 GX2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2010_STAMPING: N 193 1958
 GX2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2010+STABILITY: SURFACE MOTION
 GX2010
 GX2010  HISTORY     - Date     Condition        Report By
 GX2010  HISTORY     - 1958     MONUMENTED       CGS
 GX2010
 GX2010                          STATION DESCRIPTION
 GX2010
 GX2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2010'4.2 MI SW FROM VALLSCREEK.
 GX2010'0.2 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE OVERPASS OF THE
 GX2010'NORFOLK AND WESTERN RAILWAY AT VALLSCREEK, THENCE ABOUT 1.5 MILES
 GX2010'WEST ALONG A GRAVEL ROAD, THENCE ABOUT 2.45 MILES SOUTH AND
 GX2010'SOUTHWEST ALONG A DIRT ROAD, AT THE TOP OF A GRADE, 24 FEET WEST
 GX2010'OF CENTER LINE OF ROAD, ABOUT 0.4 MILE NORTHEAST OF THE
 GX2010'VIRGINIA-WEST VIRGINIA STATE LINE, 0.2 MILE EAST OF A POWER LINE
 GX2010'CROSSING, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GX2010'NORTHEAST AND SOUTHEAST, 45 FEET EAST OF A 24-INCH CHESTNUT TREE,
 GX2010'2 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL  WITH ROAD
 GX2010'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2069 ***********************************************************************
 GX2069  DESIGNATION -  N 194
 GX2069  PID         -  GX2069
 GX2069  STATE/COUNTY-  WV/MCDOWELL
 GX2069  USGS QUAD   -  WELCH (1976)
 GX2069
 GX2069                         *CURRENT SURVEY CONTROL
 GX2069  ___________________________________________________________________
 GX2069* NAD 83(1986)-  37 25 27.     (N)    081 35 01.     (W)     SCALED    
 GX2069* NAVD 88     -       418.512  (meters)    1373.07   (feet)  ADJUSTED  
 GX2069  ___________________________________________________________________
 GX2069  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX2069  DYNAMIC HT  -         418.167 (meters)    1371.94  (feet)  COMP
 GX2069  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 GX2069
 GX2069  VERT ORDER  -  SECOND    CLASS 0
 GX2069
 GX2069.The horizontal coordinates were scaled from a topographic map and have
 GX2069.an estimated accuracy of +/- 6 seconds.
 GX2069
 GX2069.The orthometric height was determined by differential leveling
 GX2069.and adjusted by the National Geodetic Survey in June 1991..
 GX2069
 GX2069.The geoid height was determined by GEOID03.
 GX2069
 GX2069.The dynamic height is computed by dividing the NAVD 88
 GX2069.geopotential number by the normal gravity value computed on the
 GX2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2069.degrees latitude (g = 980.6199 gals.).
 GX2069
 GX2069.The modeled gravity was interpolated from observed gravity values.
 GX2069
 GX2069;                    North         East    Units  Estimated Accuracy
 GX2069;SPC WV S     -    47,240.      548,340.      MT  (+/- 180 meters Scaled)
 GX2069
 GX2069                          SUPERSEDED SURVEY CONTROL
 GX2069
 GX2069  NGVD 29 (??/??/92)  418.676  (m)         1373.61   (f) ADJ UNCH    2 0
 GX2069
 GX2069.Superseded values are not recommended for survey control.
 GX2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2069.See file dsdata.txt to determine how the superseded data were derived.
 GX2069
 GX2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB483420(NAD 83)
 GX2069_MARKER: DB = BENCH MARK DISK
 GX2069_SETTING: 66 = SET IN ROCK OUTCROP
 GX2069_SP_SET: CUT
 GX2069_STAMPING: N 194 1958
 GX2069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2069+STABILITY: POSITION/ELEVATION WELL
 GX2069
 GX2069  HISTORY     - Date     Condition        Report By
 GX2069  HISTORY     - 1958     MONUMENTED       CGS
 GX2069
 GX2069                          STATION DESCRIPTION
 GX2069
 GX2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2069'AT WELCH.
 GX2069'AT WELCH, ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 16 AND U.S.
 GX2069'HIGHWAY 52 FROM THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY,
 GX2069'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND
 GX2069'SOUTHWEST, AT AN ESSO SERVICE STATION, SET VERTICALLY IN THE NORTH
 GX2069'FACE OF A ROCK CUT THAT IS ALONG THE SOUTH SIDE OF THE PARKING
 GX2069'AREA, 24 FEET SOUTHEAST OF THE SOUTHEAST CURB LINE OF THE HIGHWAY
 GX2069'(MCDOWELL  STREET), 106 FEET SOUTHWEST OF THE WEST CORNER OF THE
 GX2069'STATION, 1 1/2 FEET ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE
 GX2069'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1934 ***********************************************************************
 GX1934  DESIGNATION -  N 195
 GX1934  PID         -  GX1934
 GX1934  STATE/COUNTY-  WV/MCDOWELL
 GX1934  USGS QUAD   -  BRADSHAW (1977)
 GX1934
 GX1934                         *CURRENT SURVEY CONTROL
 GX1934  ___________________________________________________________________
 GX1934* NAD 83(1986)-  37 22 04.     (N)    081 47 49.     (W)     SCALED    
 GX1934* NAVD 88     -       349.909  (meters)    1147.99   (feet)  ADJUSTED  
 GX1934  ___________________________________________________________________
 GX1934  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX1934  DYNAMIC HT  -         349.624 (meters)    1147.06  (feet)  COMP
 GX1934  MODELED GRAV-     979,808.4   (mgal)                       NAVD 88
 GX1934
 GX1934  VERT ORDER  -  SECOND    CLASS 0
 GX1934
 GX1934.The horizontal coordinates were scaled from a topographic map and have
 GX1934.an estimated accuracy of +/- 6 seconds.
 GX1934
 GX1934.The orthometric height was determined by differential leveling
 GX1934.and adjusted by the National Geodetic Survey in June 1991..
 GX1934
 GX1934.The geoid height was determined by GEOID03.
 GX1934
 GX1934.The dynamic height is computed by dividing the NAVD 88
 GX1934.geopotential number by the normal gravity value computed on the
 GX1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1934.degrees latitude (g = 980.6199 gals.).
 GX1934
 GX1934.The modeled gravity was interpolated from observed gravity values.
 GX1934
 GX1934;                    North         East    Units  Estimated Accuracy
 GX1934;SPC WV S     -    41,120.      529,410.      MT  (+/- 180 meters Scaled)
 GX1934
 GX1934                          SUPERSEDED SURVEY CONTROL
 GX1934
 GX1934  NGVD 29 (??/??/92)  350.090  (m)         1148.59   (f) ADJ UNCH    2 0
 GX1934
 GX1934.Superseded values are not recommended for survey control.
 GX1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1934.See file dsdata.txt to determine how the superseded data were derived.
 GX1934
 GX1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB294359(NAD 83)
 GX1934_MARKER: DB = BENCH MARK DISK
 GX1934_SETTING: 66 = SET IN ROCK OUTCROP
 GX1934_SP_SET: SET IN ROCK OUTCROP
 GX1934_STAMPING: N 195 1958
 GX1934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1934+STABILITY: POSITION/ELEVATION WELL
 GX1934
 GX1934  HISTORY     - Date     Condition        Report By
 GX1934  HISTORY     - 1958     MONUMENTED       CGS
 GX1934
 GX1934                          STATION DESCRIPTION
 GX1934
 GX1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1934'1.5 MI N FROM BRADSHAW.
 GX1934'1.5 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF STATE
 GX1934'HIGHWAY 83 AT BRADSHAW, AT THE JUNCTION OF A NARROW ROAD EAST
 GX1934'ACROSS A LOW WATER BRIDGE OVER DRY FORK, SET VERTICALLY IN THE
 GX1934'EAST FACE OF A ROCK CUT, 19 FEET WEST OF CENTER LINE OF HIGHWAY,
 GX1934'60 FEET NORTH OF CENTER OF JUNCTION OF ROAD EAST, 36 FEET NORTH
 GX1934'OF SOUTH END OF ROCK AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1658 ***********************************************************************
 GX1658  DESIGNATION -  N 196
 GX1658  PID         -  GX1658
 GX1658  STATE/COUNTY-  WV/MCDOWELL
 GX1658  USGS QUAD   -  WELCH (1976)
 GX1658
 GX1658                         *CURRENT SURVEY CONTROL
 GX1658  ___________________________________________________________________
 GX1658* NAD 83(1986)-  37 26 30.     (N)    081 35 37.     (W)     SCALED    
 GX1658* NAVD 88     -       394.558  (meters)    1294.48   (feet)  ADJUSTED  
 GX1658  ___________________________________________________________________
 GX1658  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX1658  DYNAMIC HT  -         394.234 (meters)    1293.42  (feet)  COMP
 GX1658  MODELED GRAV-     979,797.9   (mgal)                       NAVD 88
 GX1658
 GX1658  VERT ORDER  -  SECOND    CLASS 0
 GX1658
 GX1658.The horizontal coordinates were scaled from a topographic map and have
 GX1658.an estimated accuracy of +/- 6 seconds.
 GX1658
 GX1658.The orthometric height was determined by differential leveling
 GX1658.and adjusted by the National Geodetic Survey in June 1991..
 GX1658
 GX1658.The geoid height was determined by GEOID03.
 GX1658
 GX1658.The dynamic height is computed by dividing the NAVD 88
 GX1658.geopotential number by the normal gravity value computed on the
 GX1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1658.degrees latitude (g = 980.6199 gals.).
 GX1658
 GX1658.The modeled gravity was interpolated from observed gravity values.
 GX1658
 GX1658;                    North         East    Units  Estimated Accuracy
 GX1658;SPC WV S     -    49,190.      547,470.      MT  (+/- 180 meters Scaled)
 GX1658
 GX1658                          SUPERSEDED SURVEY CONTROL
 GX1658
 GX1658  NGVD 29 (??/??/92)  394.725  (m)         1295.03   (f) ADJ UNCH    2 0
 GX1658
 GX1658.Superseded values are not recommended for survey control.
 GX1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1658.See file dsdata.txt to determine how the superseded data were derived.
 GX1658
 GX1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB474440(NAD 83)
 GX1658_MARKER: DB = BENCH MARK DISK
 GX1658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1658_SP_SET: TUNNEL
 GX1658_STAMPING: N 196 1958
 GX1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1658
 GX1658  HISTORY     - Date     Condition        Report By
 GX1658  HISTORY     - 1958     MONUMENTED       CGS
 GX1658
 GX1658                          STATION DESCRIPTION
 GX1658
 GX1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1658'1 MI NW FROM WELCH.
 GX1658'0.95 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1658'THE STATION AT WELCH, ABOUT 2 1/2 RAILS NORTH OF THE NORTH END OF
 GX1658'BRIDGE 983 B, SET VERTICALLY IN THE SOUTH FACE OF THE EAST WALL
 GX1658'OF THE FIRST TUNNEL NORTH OF THE STATION, 6 FEET EAST OF THE
 GX1658'EAST RAIL OF THE EAST TRACK, 2 1/2 FEET ABOVE THE GROUND, AND
 GX1658'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0067 ***********************************************************************
 GX0067  DESIGNATION -  N 197
 GX0067  PID         -  GX0067
 GX0067  STATE/COUNTY-  WV/GREENBRIER
 GX0067  USGS QUAD   -  LEWISBURG (1979)
 GX0067
 GX0067                         *CURRENT SURVEY CONTROL
 GX0067  ___________________________________________________________________
 GX0067* NAD 83(1986)-  37 45 00.     (N)    080 27 17.     (W)     SCALED    
 GX0067* NAVD 88     -       510.893  (meters)    1676.15   (feet)  ADJUSTED  
 GX0067  ___________________________________________________________________
 GX0067  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX0067  DYNAMIC HT  -         510.470 (meters)    1674.77  (feet)  COMP
 GX0067  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 GX0067
 GX0067  VERT ORDER  -  FIRST     CLASS II
 GX0067
 GX0067.The horizontal coordinates were scaled from a topographic map and have
 GX0067.an estimated accuracy of +/- 6 seconds.
 GX0067
 GX0067.The orthometric height was determined by differential leveling
 GX0067.and adjusted by the National Geodetic Survey in June 1991..
 GX0067
 GX0067.The geoid height was determined by GEOID03.
 GX0067
 GX0067.The dynamic height is computed by dividing the NAVD 88
 GX0067.geopotential number by the normal gravity value computed on the
 GX0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0067.degrees latitude (g = 980.6199 gals.).
 GX0067
 GX0067.The modeled gravity was interpolated from observed gravity values.
 GX0067
 GX0067;                    North         East    Units  Estimated Accuracy
 GX0067;SPC WV S     -    83,380.      648,050.      MT  (+/- 180 meters Scaled)
 GX0067
 GX0067                          SUPERSEDED SURVEY CONTROL
 GX0067
 GX0067  NGVD 29 (??/??/92)  511.055  (m)         1676.69   (f) ADJ UNCH    1 2
 GX0067
 GX0067.Superseded values are not recommended for survey control.
 GX0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0067.See file dsdata.txt to determine how the superseded data were derived.
 GX0067
 GX0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB480782(NAD 83)
 GX0067_MARKER: DB = BENCH MARK DISK
 GX0067_SETTING: 66 = SET IN ROCK OUTCROP
 GX0067_SP_SET: ROCK CUT
 GX0067_STAMPING: N 197 1958
 GX0067_MARK LOGO: CGS   
 GX0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0067+STABILITY: POSITION/ELEVATION WELL
 GX0067
 GX0067  HISTORY     - Date     Condition        Report By
 GX0067  HISTORY     - 1958     MONUMENTED       CGS
 GX0067  HISTORY     - 1983     GOOD             NGS
 GX0067
 GX0067                          STATION DESCRIPTION
 GX0067
 GX0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0067'0.6 MI NE FROM RONCEVERTE.
 GX0067'ABOUT 0.65 MILE NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0067'FROM THE STATION AT RONCEVERTE, 0.15 MILE SOUTH OF MILEPOST 322,
 GX0067'ON THE INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTH AND
 GX0067'WEST, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT, 11 FEET
 GX0067'NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK, 23 FEET NORTHWEST
 GX0067'OF AND ACROSS THE SIDE TRACK FROM THE NORTHWEST RAIL OF THE
 GX0067'NORTHWEST MAIN TRACK, 2 1/2 FEET ABOVE THE GROUND, AND ABOUT
 GX0067'LEVEL WITH THE MAIN TRACK.
 GX0067
 GX0067                          STATION RECOVERY (1983)
 GX0067
 GX0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1244 ***********************************************************************
 GX1244  DESIGNATION -  N 198
 GX1244  PID         -  GX1244
 GX1244  STATE/COUNTY-  WV/FAYETTE
 GX1244  USGS QUAD   -  THURMOND (1988)
 GX1244
 GX1244                         *CURRENT SURVEY CONTROL
 GX1244  ___________________________________________________________________
 GX1244* NAD 83(1986)-  37 52 40.     (N)    081 03 58.     (W)     SCALED    
 GX1244* NAVD 88     -       351.007  (meters)    1151.60   (feet)  ADJUSTED  
 GX1244  ___________________________________________________________________
 GX1244  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX1244  DYNAMIC HT  -         350.735 (meters)    1150.70  (feet)  COMP
 GX1244  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 GX1244
 GX1244  VERT ORDER  -  FIRST     CLASS II
 GX1244
 GX1244.The horizontal coordinates were scaled from a topographic map and have
 GX1244.an estimated accuracy of +/- 6 seconds.
 GX1244
 GX1244.The orthometric height was determined by differential leveling
 GX1244.and adjusted by the National Geodetic Survey in June 1991..
 GX1244
 GX1244.The geoid height was determined by GEOID03.
 GX1244
 GX1244.The dynamic height is computed by dividing the NAVD 88
 GX1244.geopotential number by the normal gravity value computed on the
 GX1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1244.degrees latitude (g = 980.6199 gals.).
 GX1244
 GX1244.The modeled gravity was interpolated from observed gravity values.
 GX1244
 GX1244;                    North         East    Units  Estimated Accuracy
 GX1244;SPC WV S     -    97,430.      594,180.      MT  (+/- 180 meters Scaled)
 GX1244
 GX1244                          SUPERSEDED SURVEY CONTROL
 GX1244
 GX1244  NGVD 29 (??/??/92)  351.184  (m)         1152.18   (f) ADJ UNCH    1 2
 GX1244
 GX1244.Superseded values are not recommended for survey control.
 GX1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1244.See file dsdata.txt to determine how the superseded data were derived.
 GX1244
 GX1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB941922(NAD 83)
 GX1244_MARKER: DB = BENCH MARK DISK
 GX1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1244_SP_SET: CULVERT
 GX1244_STAMPING: N 198 1958
 GX1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1244
 GX1244  HISTORY     - Date     Condition        Report By
 GX1244  HISTORY     - 1958     MONUMENTED       CGS
 GX1244
 GX1244                          STATION DESCRIPTION
 GX1244
 GX1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1244'3.1 MI NW FROM QUINNIMONT.
 GX1244'ABOUT 3.1 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1244'FROM THE STATION AT QUINNIMONT, 0.4 MILE NORTH OF ESTUARY SCHOOL,
 GX1244'27 YARDS SOUTHWEST OF AND ACROSS THE TRACK FROM MILEPOST 382, 9
 GX1244'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, IN
 GX1244'TOP OF THE WEST END OF THE EAST CONCRETE HEAD WALL OF A 3 1/2-FOOT
 GX1244'CONCRETE CULVERT, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 GX1244'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0742 ***********************************************************************
 GX0742  DESIGNATION -  N 199
 GX0742  PID         -  GX0742
 GX0742  STATE/COUNTY-  WV/SUMMERS
 GX0742  USGS QUAD   -  MEADOW CREEK (1988)
 GX0742
 GX0742                         *CURRENT SURVEY CONTROL
 GX0742  ___________________________________________________________________
 GX0742* NAD 83(1986)-  37 46 01.     (N)    080 53 34.     (W)     SCALED    
 GX0742* NAVD 88     -       396.651  (meters)    1301.35   (feet)  ADJUSTED  
 GX0742  ___________________________________________________________________
 GX0742  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0742  DYNAMIC HT  -         396.335 (meters)    1300.31  (feet)  COMP
 GX0742  MODELED GRAV-     979,820.9   (mgal)                       NAVD 88
 GX0742
 GX0742  VERT ORDER  -  FIRST     CLASS II
 GX0742
 GX0742.The horizontal coordinates were scaled from a topographic map and have
 GX0742.an estimated accuracy of +/- 6 seconds.
 GX0742
 GX0742.The orthometric height was determined by differential leveling
 GX0742.and adjusted by the National Geodetic Survey in June 1991..
 GX0742
 GX0742.The geoid height was determined by GEOID03.
 GX0742
 GX0742.The dynamic height is computed by dividing the NAVD 88
 GX0742.geopotential number by the normal gravity value computed on the
 GX0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0742.degrees latitude (g = 980.6199 gals.).
 GX0742
 GX0742.The modeled gravity was interpolated from observed gravity values.
 GX0742
 GX0742;                    North         East    Units  Estimated Accuracy
 GX0742;SPC WV S     -    85,130.      609,450.      MT  (+/- 180 meters Scaled)
 GX0742
 GX0742                          SUPERSEDED SURVEY CONTROL
 GX0742
 GX0742  NGVD 29 (??/??/92)  396.826  (m)         1301.92   (f) ADJ UNCH    1 2
 GX0742
 GX0742.Superseded values are not recommended for survey control.
 GX0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0742.See file dsdata.txt to determine how the superseded data were derived.
 GX0742
 GX0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB094799(NAD 83)
 GX0742_MARKER: DB = BENCH MARK DISK
 GX0742_SETTING: 66 = SET IN ROCK OUTCROP
 GX0742_SP_SET: ROCK CUT
 GX0742_STAMPING: N 199 1958
 GX0742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0742+STABILITY: POSITION/ELEVATION WELL
 GX0742
 GX0742  HISTORY     - Date     Condition        Report By
 GX0742  HISTORY     - 1958     MONUMENTED       CGS
 GX0742
 GX0742                          STATION DESCRIPTION
 GX0742
 GX0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0742'3.8 MI SE FROM MEADOW CREEK.
 GX0742'ABOUT 3.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0742'FROM THE STATION AT MEADOW CREEK, 0.25 MILE (435 YARDS) SOUTH OF
 GX0742'MILEPOST 366, 292 YARDS SOUTH OF THE SOUTH END OF RAILROAD BRIDGE
 GX0742'3659 OVER LAUREL CREEK, 10.6 FEET EAST OF THE EAST RAIL, SET
 GX0742'VERTICALLY IN THE WEST FACE OF A 6 1/2-FOOT HIGH BLACK ROCK LAYER
 GX0742'AT BOTTOM OF 30-FOOT HIGH CUT, 5 1/2 FEET ABOVE THE BOTTOM OF
 GX0742'DITCH, 120 YARDS NORTH OF THE NORTH END OF A CURVE, AND ABOUT 3
 GX0742'FEET ABOVE THE LEVEL OF THE TRACK.  ALSO ABOUT 0.45 MILE SOUTH
 GX0742'OF THE STATION AT SANDSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1882 ***********************************************************************
 HW1882  DESIGNATION -  N 2
 HW1882  PID         -  HW1882
 HW1882  STATE/COUNTY-  WV/BARBOUR
 HW1882  USGS QUAD   -  JUNIOR (1976)
 HW1882
 HW1882                         *CURRENT SURVEY CONTROL
 HW1882  ___________________________________________________________________
 HW1882* NAD 83(1986)-  38 59 42.     (N)    079 56 15.     (W)     SCALED    
 HW1882* NAVD 88     -       521.932  (meters)    1712.37   (feet)  ADJUSTED  
 HW1882  ___________________________________________________________________
 HW1882  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HW1882  DYNAMIC HT  -         521.570 (meters)    1711.18  (feet)  COMP
 HW1882  MODELED GRAV-     979,917.7   (mgal)                       NAVD 88
 HW1882
 HW1882  VERT ORDER  -  FIRST     CLASS II
 HW1882
 HW1882.The horizontal coordinates were scaled from a topographic map and have
 HW1882.an estimated accuracy of +/- 6 seconds.
 HW1882
 HW1882.The orthometric height was determined by differential leveling
 HW1882.and adjusted by the National Geodetic Survey in June 1991..
 HW1882
 HW1882.The geoid height was determined by GEOID03.
 HW1882
 HW1882.The dynamic height is computed by dividing the NAVD 88
 HW1882.geopotential number by the normal gravity value computed on the
 HW1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1882.degrees latitude (g = 980.6199 gals.).
 HW1882
 HW1882.The modeled gravity was interpolated from observed gravity values.
 HW1882
 HW1882;                    North         East    Units  Estimated Accuracy
 HW1882;SPC WV N     -    55,050.      562,100.      MT  (+/- 180 meters Scaled)
 HW1882
 HW1882                          SUPERSEDED SURVEY CONTROL
 HW1882
 HW1882  NGVD 29 (??/??/92)  522.103  (m)         1712.93   (f) ADJ UNCH    1 2
 HW1882
 HW1882.Superseded values are not recommended for survey control.
 HW1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1882.See file dsdata.txt to determine how the superseded data were derived.
 HW1882
 HW1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND920167(NAD 83)
 HW1882_MARKER: DB = BENCH MARK DISK
 HW1882_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1882_SP_SET: BRIDGE
 HW1882_STAMPING: N 2 1933
 HW1882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1882
 HW1882  HISTORY     - Date     Condition        Report By
 HW1882  HISTORY     - 1933     MONUMENTED       CGS
 HW1882  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1882
 HW1882                          STATION DESCRIPTION
 HW1882
 HW1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW1882'2.5 MI S FROM BELINGTON.
 HW1882'2.5 MILES SOUTH ALONG THE WESTERN MARYLAND RAILWAY FROM BELINGTON,
 HW1882'BARBOUR CITY, AT THE FLAG STATION AT DARTMOOR, AT AN OLD SWINGING
 HW1882'BRIDGE, IN THE EAST FACE OF THE CONCRETE HEADWALL, 18 YARDS WEST
 HW1882'OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET ABOVE THE GROUND.
 HW1882'A STANDARD DISK, STAMPED N 2 1933 AND SET VERTICALLY.
 HW1882
 HW1882                          STATION RECOVERY (1983)
 HW1882
 HW1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1882'NOT RECOVERED, COULD NOT LOCATE THE SWINGING BRIDGE OR THE HEADWALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0382 ***********************************************************************
 GX0382  DESIGNATION -  N 200
 GX0382  PID         -  GX0382
 GX0382  STATE/COUNTY-  WV/MERCER
 GX0382  USGS QUAD   -  OAKVALE (1977)
 GX0382
 GX0382                         *CURRENT SURVEY CONTROL
 GX0382  ___________________________________________________________________
 GX0382* NAD 83(1986)-  37 21 06.     (N)    080 53 02.     (W)     SCALED    
 GX0382* NAVD 88     -       492.214  (meters)    1614.87   (feet)  ADJUSTED  
 GX0382  ___________________________________________________________________
 GX0382  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0382  DYNAMIC HT  -         491.792 (meters)    1613.49  (feet)  COMP
 GX0382  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 GX0382
 GX0382  VERT ORDER  -  FIRST     CLASS II
 GX0382
 GX0382.The horizontal coordinates were scaled from a topographic map and have
 GX0382.an estimated accuracy of +/- 6 seconds.
 GX0382
 GX0382.The orthometric height was determined by differential leveling
 GX0382.and adjusted by the National Geodetic Survey in June 1991..
 GX0382
 GX0382.The geoid height was determined by GEOID03.
 GX0382
 GX0382.The dynamic height is computed by dividing the NAVD 88
 GX0382.geopotential number by the normal gravity value computed on the
 GX0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0382.degrees latitude (g = 980.6199 gals.).
 GX0382
 GX0382.The modeled gravity was interpolated from observed gravity values.
 GX0382
 GX0382;                    North         East    Units  Estimated Accuracy
 GX0382;SPC WV S     -    39,040.      610,290.      MT  (+/- 180 meters Scaled)
 GX0382
 GX0382                          SUPERSEDED SURVEY CONTROL
 GX0382
 GX0382  NGVD 29 (??/??/92)  492.340  (m)         1615.29   (f) ADJ UNCH    1 2
 GX0382
 GX0382.Superseded values are not recommended for survey control.
 GX0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0382.See file dsdata.txt to determine how the superseded data were derived.
 GX0382
 GX0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB102338(NAD 83)
 GX0382_MARKER: DB = BENCH MARK DISK
 GX0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0382_SP_SET: CULVERT
 GX0382_STAMPING: N 200 1958
 GX0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0382
 GX0382  HISTORY     - Date     Condition        Report By
 GX0382  HISTORY     - 1958     MONUMENTED       CGS
 GX0382  HISTORY     - 1965     GOOD             NGS
 GX0382  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0382
 GX0382                          STATION DESCRIPTION
 GX0382
 GX0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX0382'2 MI SW FROM GLEN LYN.
 GX0382'2.0 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX0382'THE STATION AT GLEN LYN, (GILES COUNTY) VIRGINIA, ABOUT 0.15 MILE
 GX0382'WEST OF MILEPOST N 342, ABOUT 0.4 MILE NORTHWEST OF A ROAD CROSSING
 GX0382'AT WILLOWTON, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GX0382'EAST AND SOUTHWEST, NEAR THE WEST END OF A CUT, SET ON THE TOP OF
 GX0382'THE SOUTHWEST END OF THE NORTHWEST HEAD WALL FOR A 24-INCH PIPE
 GX0382'CULVERT, 21 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 FEET SOUTHWEST
 GX0382'OF THE CENTER OF THE HEAD WALL AND ABOUT 1 FOOT BELOW THE LEVEL
 GX0382'OF THE TRACK.
 GX0382
 GX0382                          STATION RECOVERY (1984)
 GX0382
 GX0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0382'NOT RECOVERED, INACCESSIBLE TO NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0701 ***********************************************************************
 GX0701  DESIGNATION -  N 201
 GX0701  PID         -  GX0701
 GX0701  STATE/COUNTY-  WV/SUMMERS
 GX0701  USGS QUAD   -  ALDERSON (1976)
 GX0701
 GX0701                         *CURRENT SURVEY CONTROL
 GX0701  ___________________________________________________________________
 GX0701* NAD 83(1986)-  37 40 53.     (N)    080 42 42.     (W)     SCALED    
 GX0701* NAVD 88     -       465.049  (meters)    1525.75   (feet)  ADJUSTED  
 GX0701  ___________________________________________________________________
 GX0701  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX0701  DYNAMIC HT  -         464.661 (meters)    1524.48  (feet)  COMP
 GX0701  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 GX0701
 GX0701  VERT ORDER  -  FIRST     CLASS II
 GX0701
 GX0701.The horizontal coordinates were scaled from a topographic map and have
 GX0701.an estimated accuracy of +/- 6 seconds.
 GX0701
 GX0701.The orthometric height was determined by differential leveling
 GX0701.and adjusted by the National Geodetic Survey in June 1991..
 GX0701
 GX0701.The geoid height was determined by GEOID03.
 GX0701
 GX0701.The dynamic height is computed by dividing the NAVD 88
 GX0701.geopotential number by the normal gravity value computed on the
 GX0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0701.degrees latitude (g = 980.6199 gals.).
 GX0701
 GX0701.The modeled gravity was interpolated from observed gravity values.
 GX0701
 GX0701;                    North         East    Units  Estimated Accuracy
 GX0701;SPC WV S     -    75,670.      625,430.      MT  (+/- 180 meters Scaled)
 GX0701
 GX0701                          SUPERSEDED SURVEY CONTROL
 GX0701
 GX0701  NGVD 29 (??/??/92)  465.209  (m)         1526.27   (f) ADJ UNCH    1 2
 GX0701
 GX0701.Superseded values are not recommended for survey control.
 GX0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0701.See file dsdata.txt to determine how the superseded data were derived.
 GX0701
 GX0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB254705(NAD 83)
 GX0701_MARKER: DB = BENCH MARK DISK
 GX0701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0701_SP_SET: CULVERT
 GX0701_STAMPING: N 201 1958
 GX0701_MARK LOGO: CGS   
 GX0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0701
 GX0701  HISTORY     - Date     Condition        Report By
 GX0701  HISTORY     - 1958     MONUMENTED       CGS
 GX0701  HISTORY     - 1984     GOOD             NGS
 GX0701
 GX0701                          STATION DESCRIPTION
 GX0701
 GX0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0701'1.2 MI NE FROM PENCE SPRINGS.
 GX0701'ABOUT 0.4 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 GX0701'OF THE CHESAPEAKE AND OHIO RAILWAY AT PENCE SPRINGS, THENCE ABOUT
 GX0701'0.8 MILE EAST ALONG STATE HIGHWAY 3 AND 12, AT THE ENTRANCE TO
 GX0701'HINTON-ALDERSON AIRPORT, 13 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 GX0701'85 FEET WEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND
 GX0701'ENTRANCE ROAD TO AIRPORT, IN TOP OF THE EAST END OF THE SOUTH
 GX0701'HEAD WALL OF A 7-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, AND
 GX0701'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GX0701
 GX0701                          STATION RECOVERY (1984)
 GX0701
 GX0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0672 ***********************************************************************
 GX0672  DESIGNATION -  N 202
 GX0672  PID         -  GX0672
 GX0672  STATE/COUNTY-  WV/GREENBRIER
 GX0672  USGS QUAD   -  FORT SPRING (1971)
 GX0672
 GX0672                         *CURRENT SURVEY CONTROL
 GX0672  ___________________________________________________________________
 GX0672* NAD 83(1986)-  37 44 06.     (N)    080 31 17.     (W)     SCALED    
 GX0672* NAVD 88     -       503.612  (meters)    1652.27   (feet)  ADJUSTED  
 GX0672  ___________________________________________________________________
 GX0672  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GX0672  DYNAMIC HT  -         503.198 (meters)    1650.91  (feet)  COMP
 GX0672  MODELED GRAV-     979,791.7   (mgal)                       NAVD 88
 GX0672
 GX0672  VERT ORDER  -  FIRST     CLASS II
 GX0672
 GX0672.The horizontal coordinates were scaled from a topographic map and have
 GX0672.an estimated accuracy of +/- 6 seconds.
 GX0672
 GX0672.The orthometric height was determined by differential leveling
 GX0672.and adjusted by the National Geodetic Survey in June 1991..
 GX0672
 GX0672.The geoid height was determined by GEOID03.
 GX0672
 GX0672.The dynamic height is computed by dividing the NAVD 88
 GX0672.geopotential number by the normal gravity value computed on the
 GX0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0672.degrees latitude (g = 980.6199 gals.).
 GX0672
 GX0672.The modeled gravity was interpolated from observed gravity values.
 GX0672
 GX0672;                    North         East    Units  Estimated Accuracy
 GX0672;SPC WV S     -    81,690.      642,190.      MT  (+/- 180 meters Scaled)
 GX0672
 GX0672                          SUPERSEDED SURVEY CONTROL
 GX0672
 GX0672  NGVD 29 (??/??/92)  503.774  (m)         1652.80   (f) ADJ UNCH    1 2
 GX0672
 GX0672.Superseded values are not recommended for survey control.
 GX0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0672.See file dsdata.txt to determine how the superseded data were derived.
 GX0672
 GX0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB421765(NAD 83)
 GX0672_MARKER: DB = BENCH MARK DISK
 GX0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0672_SP_SET: TUNNEL
 GX0672_STAMPING: N 202 1958
 GX0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0672
 GX0672  HISTORY     - Date     Condition        Report By
 GX0672  HISTORY     - 1958     MONUMENTED       CGS
 GX0672  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0672
 GX0672                          STATION DESCRIPTION
 GX0672
 GX0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0672'1.3 MI SE FROM FORT SPRINGS.
 GX0672'ABOUT 1.3 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0672'FROM THE STATION AT FORT SPRING, ABOUT 4.45 MILES SOUTHWEST
 GX0672'ALONG THE C. AND O. RY. FROM THE STATION AT RONCEVERTE, 0.1
 GX0672'MILE WEST OF MILEPOST 327, 7 1/2 FEET SOUTH OF THE SOUTH RAIL
 GX0672'OF THE SOUTH TRACK, SET VERTICALLY IN THE NORTH FACE OF THE
 GX0672'SOUTH WALL AT THE EAST END OF SECOND CREEK TUNNEL, 1 FOOT WEST
 GX0672'OF THE EAST END OF THE TUNNEL, AND ABOUT 1 FOOT ABOVE THE LEVEL
 GX0672'OF THE TRACK.
 GX0672
 GX0672                          STATION RECOVERY (1983)
 GX0672
 GX0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0672'NOT RECOVERED, DUE TO LONG WALK THROUGH TUNNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1888 ***********************************************************************
 HX1888  DESIGNATION -  N 203
 HX1888  PID         -  HX1888
 HX1888  STATE/COUNTY-  WV/FAYETTE
 HX1888  USGS QUAD   -  MONTGOMERY (1976)
 HX1888
 HX1888                         *CURRENT SURVEY CONTROL
 HX1888  ___________________________________________________________________
 HX1888* NAD 83(1986)-  38 09 48.     (N)    081 18 06.     (W)     SCALED    
 HX1888* NAVD 88     -       202.688  (meters)     664.99   (feet)  ADJUSTED  
 HX1888  ___________________________________________________________________
 HX1888  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HX1888  DYNAMIC HT  -         202.543 (meters)     664.51  (feet)  COMP
 HX1888  MODELED GRAV-     979,912.3   (mgal)                       NAVD 88
 HX1888
 HX1888  VERT ORDER  -  FIRST     CLASS II
 HX1888
 HX1888.The horizontal coordinates were scaled from a topographic map and have
 HX1888.an estimated accuracy of +/- 6 seconds.
 HX1888
 HX1888.The orthometric height was determined by differential leveling
 HX1888.and adjusted by the National Geodetic Survey in June 1991..
 HX1888
 HX1888.The geoid height was determined by GEOID03.
 HX1888
 HX1888.The dynamic height is computed by dividing the NAVD 88
 HX1888.geopotential number by the normal gravity value computed on the
 HX1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1888.degrees latitude (g = 980.6199 gals.).
 HX1888
 HX1888.The modeled gravity was interpolated from observed gravity values.
 HX1888
 HX1888;                    North         East    Units  Estimated Accuracy
 HX1888;SPC WV S     -   129,160.      573,570.      MT  (+/- 180 meters Scaled)
 HX1888
 HX1888                          SUPERSEDED SURVEY CONTROL
 HX1888
 HX1888  NGVD 29 (??/??/92)  202.876  (m)          665.60   (f) ADJ UNCH    1 2
 HX1888
 HX1888.Superseded values are not recommended for survey control.
 HX1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1888.See file dsdata.txt to determine how the superseded data were derived.
 HX1888
 HX1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC735239(NAD 83)
 HX1888_MARKER: DB = BENCH MARK DISK
 HX1888_SETTING: 66 = SET IN ROCK OUTCROP
 HX1888_SP_SET: ROCK CUT
 HX1888_STAMPING: N 203 1959
 HX1888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1888+STABILITY: POSITION/ELEVATION WELL
 HX1888
 HX1888  HISTORY     - Date     Condition        Report By
 HX1888  HISTORY     - 1959     MONUMENTED       CGS
 HX1888
 HX1888                          STATION DESCRIPTION
 HX1888
 HX1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1888'1.2 MI SE FROM SMITHERS.
 HX1888'ABOUT 1.2 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1888'FROM THE STATION AT SMITHERS, ABOUT 1.25 MILES NORTHWEST ALONG
 HX1888'U.S. HIGHWAY 21 AND 60 FROM THE POST OFFICE AT BOOMER, AT
 HX1888'MILEPOST 154-10, ON THE INSIDE AND AT THE NORTHWEST END OF A
 HX1888'CURVE WITH TANGENTS EXTENDING NORTHWEST AND EAST, 108 FEET
 HX1888'NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST RAIL, SET
 HX1888'VERTICALLY IN THE SOUTHWEST FACE OF A LARGE ROCK CUT, 25 FEET
 HX1888'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 123 FEET SOUTHEAST
 HX1888'OF THE NORTHWEST END OF THE ROCK, AND ABOUT 2 FEET ABOVE THE
 HX1888'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1853 ***********************************************************************
 HX1853  DESIGNATION -  N 204
 HX1853  PID         -  HX1853
 HX1853  STATE/COUNTY-  WV/FAYETTE
 HX1853  USGS QUAD   -  FAYETTEVILLE (1976)
 HX1853
 HX1853                         *CURRENT SURVEY CONTROL
 HX1853  ___________________________________________________________________
 HX1853* NAD 83(1986)-  38 01 04.     (N)    081 01 28.     (W)     SCALED    
 HX1853* NAVD 88     -       304.665  (meters)     999.56   (feet)  ADJUSTED  
 HX1853  ___________________________________________________________________
 HX1853  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 HX1853  DYNAMIC HT  -         304.420 (meters)     998.75  (feet)  COMP
 HX1853  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 HX1853
 HX1853  VERT ORDER  -  FIRST     CLASS II
 HX1853
 HX1853.The horizontal coordinates were scaled from a topographic map and have
 HX1853.an estimated accuracy of +/- 6 seconds.
 HX1853
 HX1853.The orthometric height was determined by differential leveling
 HX1853.and adjusted by the National Geodetic Survey in June 1991..
 HX1853
 HX1853.The geoid height was determined by GEOID03.
 HX1853
 HX1853.The dynamic height is computed by dividing the NAVD 88
 HX1853.geopotential number by the normal gravity value computed on the
 HX1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1853.degrees latitude (g = 980.6199 gals.).
 HX1853
 HX1853.The modeled gravity was interpolated from observed gravity values.
 HX1853
 HX1853;                    North         East    Units  Estimated Accuracy
 HX1853;SPC WV S     -   112,960.      597,850.      MT  (+/- 180 meters Scaled)
 HX1853
 HX1853                          SUPERSEDED SURVEY CONTROL
 HX1853
 HX1853  NGVD 29 (??/??/92)  304.826  (m)         1000.08   (f) ADJ UNCH    1 2
 HX1853
 HX1853.Superseded values are not recommended for survey control.
 HX1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1853.See file dsdata.txt to determine how the superseded data were derived.
 HX1853
 HX1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC978077(NAD 83)
 HX1853_MARKER: DB = BENCH MARK DISK
 HX1853_SETTING: 66 = SET IN ROCK OUTCROP
 HX1853_SP_SET: ROCK CUT
 HX1853_STAMPING: N 204 1959
 HX1853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1853+STABILITY: POSITION/ELEVATION WELL
 HX1853
 HX1853  HISTORY     - Date     Condition        Report By
 HX1853  HISTORY     - 1959     MONUMENTED       CGS
 HX1853
 HX1853                          STATION DESCRIPTION
 HX1853
 HX1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1853'2.4 MI SE FROM NUTTALL.
 HX1853'ABOUT 2.45 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1853'FROM THE STATION AT NUTTALL, ABOUT 0.3 MILE SOUTHEAST OF THE
 HX1853'ABANDONED TOWN OF CAPERTON, AT MILEPOST 399, 11 1/2 FEET EAST
 HX1853'OF THE EAST RAIL, SET VERTICALLY IN THE WEST FACE OF A ROCK CUT,
 HX1853'30 FEET NORTH OF THE SOUTH END OF THE CUT, 28 FEET EAST-SOUTHEAST
 HX1853'OF AND ACROSS THE TRACK FROM THE MILEPOST, AND ABOUT 2 FEET
 HX1853'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2047 ***********************************************************************
 HX2047  DESIGNATION -  N 205
 HX2047  PID         -  HX2047
 HX2047  STATE/COUNTY-  WV/KANAWHA
 HX2047  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2047
 HX2047                         *CURRENT SURVEY CONTROL
 HX2047  ___________________________________________________________________
 HX2047* NAD 83(1986)-  38 16 40.     (N)    081 33 50.     (W)     SCALED    
 HX2047* NAVD 88     -       186.985  (meters)     613.47   (feet)  ADJUSTED  
 HX2047  ___________________________________________________________________
 HX2047  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HX2047  DYNAMIC HT  -         186.854 (meters)     613.04  (feet)  COMP
 HX2047  MODELED GRAV-     979,924.8   (mgal)                       NAVD 88
 HX2047
 HX2047  VERT ORDER  -  FIRST     CLASS II
 HX2047
 HX2047.The horizontal coordinates were scaled from a topographic map and have
 HX2047.an estimated accuracy of +/- 6 seconds.
 HX2047
 HX2047.The orthometric height was determined by differential leveling
 HX2047.and adjusted by the National Geodetic Survey in June 1991..
 HX2047
 HX2047.The geoid height was determined by GEOID03.
 HX2047
 HX2047.The dynamic height is computed by dividing the NAVD 88
 HX2047.geopotential number by the normal gravity value computed on the
 HX2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2047.degrees latitude (g = 980.6199 gals.).
 HX2047
 HX2047.The modeled gravity was interpolated from observed gravity values.
 HX2047
 HX2047;                    North         East    Units  Estimated Accuracy
 HX2047;SPC WV S     -   141,970.      550,660.      MT  (+/- 180 meters Scaled)
 HX2047
 HX2047                          SUPERSEDED SURVEY CONTROL
 HX2047
 HX2047  NGVD 29 (??/??/92)  187.181  (m)          614.11   (f) ADJ UNCH    1 2
 HX2047
 HX2047.Superseded values are not recommended for survey control.
 HX2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2047.See file dsdata.txt to determine how the superseded data were derived.
 HX2047
 HX2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC506367(NAD 83)
 HX2047_MARKER: DB = BENCH MARK DISK
 HX2047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2047_SP_SET: FOUNDATION
 HX2047_STAMPING: N 205 1959
 HX2047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2047
 HX2047  HISTORY     - Date     Condition        Report By
 HX2047  HISTORY     - 1959     MONUMENTED       CGS
 HX2047
 HX2047                          STATION DESCRIPTION
 HX2047
 HX2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX2047'3.2 MI NW FROM BELLE.
 HX2047'ABOUT 3.25 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2047'FROM THE STATION AT BELLE, AT RAND, AT THE JUNCTION OF U.S.
 HX2047'HIGHWAYS 21 AND 60 AND 7TH. STREET, 70 FEET WEST OF AND ACROSS
 HX2047'THE HIGHWAY FROM THE WEST RAIL, SET VERTICALLY IN THE SOUTH FACE
 HX2047'OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION TO A ONE-STORY
 HX2047'RED BRICK BUILDING HOUSING A HARDWARE STORE, 36 FEET WEST OF THE
 HX2047'CENTER LINE OF THE HIGHWAY, 24 FEET NORTH OF THE CENTER LINE
 HX2047'OF 7TH. STREET, 2 1/2 FEET WEST OF THE SOUTHEAST CORNER OF THE
 HX2047'BUILDING, 1 FOOT ABOVE THE GROUND, AND ABOUT 4 FEET BELOW THE
 HX2047'LEVEL OF THE TRACK, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0764 ***********************************************************************
 GX0764  DESIGNATION -  N 206
 GX0764  PID         -  GX0764
 GX0764  STATE/COUNTY-  WV/FAYETTE
 GX0764  USGS QUAD   -  DANESE (1987)
 GX0764
 GX0764                         *CURRENT SURVEY CONTROL
 GX0764  ___________________________________________________________________
 GX0764* NAD 83(1986)-  37 58 45.     (N)    080 56 47.     (W)     SCALED    
 GX0764* NAVD 88     -       695.998  (meters)    2283.45   (feet)  ADJUSTED  
 GX0764  ___________________________________________________________________
 GX0764  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX0764  DYNAMIC HT  -         695.424 (meters)    2281.57  (feet)  COMP
 GX0764  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GX0764
 GX0764  VERT ORDER  -  SECOND    CLASS 0
 GX0764
 GX0764.The horizontal coordinates were scaled from a topographic map and have
 GX0764.an estimated accuracy of +/- 6 seconds.
 GX0764
 GX0764.The orthometric height was determined by differential leveling
 GX0764.and adjusted by the National Geodetic Survey in June 1991..
 GX0764
 GX0764.The geoid height was determined by GEOID03.
 GX0764
 GX0764.The dynamic height is computed by dividing the NAVD 88
 GX0764.geopotential number by the normal gravity value computed on the
 GX0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0764.degrees latitude (g = 980.6199 gals.).
 GX0764
 GX0764.The modeled gravity was interpolated from observed gravity values.
 GX0764
 GX0764;                    North         East    Units  Estimated Accuracy
 GX0764;SPC WV S     -   108,680.      604,710.      MT  (+/- 180 meters Scaled)
 GX0764
 GX0764                          SUPERSEDED SURVEY CONTROL
 GX0764
 GX0764  NGVD 29 (??/??/92)  696.144  (m)         2283.93   (f) ADJ UNCH    2 0
 GX0764
 GX0764.Superseded values are not recommended for survey control.
 GX0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0764.See file dsdata.txt to determine how the superseded data were derived.
 GX0764
 GX0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC047035(NAD 83)
 GX0764_MARKER: DB = BENCH MARK DISK
 GX0764_SETTING: 66 = SET IN ROCK OUTCROP
 GX0764_SP_SET: ROCK CUT
 GX0764_STAMPING: N 206 1961
 GX0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0764+STABILITY: POSITION/ELEVATION WELL
 GX0764
 GX0764  HISTORY     - Date     Condition        Report By
 GX0764  HISTORY     - 1961     MONUMENTED       CGS
 GX0764  HISTORY     - 1980     GOOD             LOCSUR
 GX0764
 GX0764                          STATION DESCRIPTION
 GX0764
 GX0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0764'6.9 MI SE FROM SEWELL.
 GX0764'ABOUT 6.9 MILES SOUTHEAST ALONG A ROUGH MOUNTAIN ROAD FROM THE
 GX0764'CHESAPEAKE AND OHIO RAILWAY STATION AT SEWELL, AT THE BABCOCK
 GX0764'STATE PARK, ABOUT 0.5 MILE WEST ALONG THE PARK DRIVE FROM ITS
 GX0764'JUNCTION WITH U.S. HIGHWAY 19, ABOUT 95 YARDS SOUTHWEST OF THE
 GX0764'ADMINISTRATION BUILDING, AT THE SOUTHWEST CORNER OF A BLACK TOP
 GX0764'PARKING AREA, SET ON THE TOP OF A 3 FOOT SQUARE LEDGE OF ROCK THAT
 GX0764'IS AT THE BASE OF A LOW ROCK CUT, 81 FEET SOUTHEAST OF THE
 GX0764'SOUTHEAST CORNER OF A 75 FOOT WOODEN BRIDGE OVER GLADE CREEK,
 GX0764'67 FEET SOUTH OF THE CENTER LINE OF THE PARK DRIVE, 1/2 FOOT SOUTH
 GX0764'OF THE NORTH EDGE OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE
 GX0764'PARKING AREA.
 GX0764
 GX0764                          STATION RECOVERY (1980)
 GX0764
 GX0764'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0778 ***********************************************************************
 GX0778  DESIGNATION -  N 207
 GX0778  PID         -  GX0778
 GX0778  STATE/COUNTY-  WV/FAYETTE
 GX0778  USGS QUAD   -  DANESE (1987)
 GX0778
 GX0778                         *CURRENT SURVEY CONTROL
 GX0778  ___________________________________________________________________
 GX0778* NAD 83(1986)-  37 55 45.     (N)    080 54 17.     (W)     SCALED    
 GX0778* NAVD 88     -       800.744  (meters)    2627.11   (feet)  ADJUSTED  
 GX0778  ___________________________________________________________________
 GX0778  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX0778  DYNAMIC HT  -         800.074 (meters)    2624.91  (feet)  COMP
 GX0778  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 GX0778
 GX0778  VERT ORDER  -  SECOND    CLASS 0
 GX0778
 GX0778.The horizontal coordinates were scaled from a topographic map and have
 GX0778.an estimated accuracy of +/- 6 seconds.
 GX0778
 GX0778.The orthometric height was determined by differential leveling
 GX0778.and adjusted by the National Geodetic Survey in June 1991..
 GX0778
 GX0778.The geoid height was determined by GEOID03.
 GX0778
 GX0778.The dynamic height is computed by dividing the NAVD 88
 GX0778.geopotential number by the normal gravity value computed on the
 GX0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0778.degrees latitude (g = 980.6199 gals.).
 GX0778
 GX0778.The modeled gravity was interpolated from observed gravity values.
 GX0778
 GX0778;                    North         East    Units  Estimated Accuracy
 GX0778;SPC WV S     -   103,130.      608,380.      MT  (+/- 180 meters Scaled)
 GX0778
 GX0778                          SUPERSEDED SURVEY CONTROL
 GX0778
 GX0778  NGVD 29 (??/??/92)  800.887  (m)         2627.58   (f) ADJ UNCH    2 0
 GX0778
 GX0778.Superseded values are not recommended for survey control.
 GX0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0778.See file dsdata.txt to determine how the superseded data were derived.
 GX0778
 GX0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB083979(NAD 83)
 GX0778_MARKER: DB = BENCH MARK DISK
 GX0778_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0778_SP_SET: UNSPECIFIED ROCK
 GX0778_STAMPING: N 207 1961
 GX0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0778
 GX0778  HISTORY     - Date     Condition        Report By
 GX0778  HISTORY     - 1961     MONUMENTED       CGS
 GX0778
 GX0778                          STATION DESCRIPTION
 GX0778
 GX0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0778'0.2 MI SW FROM DANESE.
 GX0778'ABOUT 0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE POST
 GX0778'OFFICE AT DANESE, ABOUT 0.2 MILE EAST OF A 15 FOOT CONCRETE BRIDGE
 GX0778'OVER A STREAM, 0.15 MILE WEST OF THE JUNCTION OF A BLACK TOP
 GX0778'ROAD LEADING SOUTHEAST TO MEADOW BRIDGE, SET ON TOP OF THE
 GX0778'SOUTH EDGE OF A FLAT ROCK THAT IS 50 FEET LONG AND 20 FEET WIDE,
 GX0778'30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 115 FEET WEST
 GX0778'OF THE CENTER LINE OF A GRAVEL ROAD LEADING NORTH, AND ABOUT 2
 GX0778'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0811 ***********************************************************************
 GX0811  DESIGNATION -  N 208
 GX0811  PID         -  GX0811
 GX0811  STATE/COUNTY-  WV/SUMMERS
 GX0811  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0811
 GX0811                         *CURRENT SURVEY CONTROL
 GX0811  ___________________________________________________________________
 GX0811* NAD 83(1986)-  37 50 10.     (N)    080 48 22.     (W)     SCALED    
 GX0811* NAVD 88     -       573.235  (meters)    1880.69   (feet)  ADJUSTED  
 GX0811  ___________________________________________________________________
 GX0811  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GX0811  DYNAMIC HT  -         572.763 (meters)    1879.14  (feet)  COMP
 GX0811  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 GX0811
 GX0811  VERT ORDER  -  SECOND    CLASS 0
 GX0811
 GX0811.The horizontal coordinates were scaled from a topographic map and have
 GX0811.an estimated accuracy of +/- 6 seconds.
 GX0811
 GX0811.The orthometric height was determined by differential leveling
 GX0811.and adjusted by the National Geodetic Survey in June 1991..
 GX0811
 GX0811.The geoid height was determined by GEOID03.
 GX0811
 GX0811.The dynamic height is computed by dividing the NAVD 88
 GX0811.geopotential number by the normal gravity value computed on the
 GX0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0811.degrees latitude (g = 980.6199 gals.).
 GX0811
 GX0811.The modeled gravity was interpolated from observed gravity values.
 GX0811
 GX0811;                    North         East    Units  Estimated Accuracy
 GX0811;SPC WV S     -    92,820.      617,070.      MT  (+/- 180 meters Scaled)
 GX0811
 GX0811                          SUPERSEDED SURVEY CONTROL
 GX0811
 GX0811  NGVD 29 (??/??/92)  573.393  (m)         1881.21   (f) ADJ UNCH    2 0
 GX0811
 GX0811.Superseded values are not recommended for survey control.
 GX0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0811.See file dsdata.txt to determine how the superseded data were derived.
 GX0811
 GX0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB170876(NAD 83)
 GX0811_MARKER: DB = BENCH MARK DISK
 GX0811_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0811_SP_SET: UNSPECIFIED ROCK
 GX0811_STAMPING: N 208 1961
 GX0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0811
 GX0811  HISTORY     - Date     Condition        Report By
 GX0811  HISTORY     - 1961     MONUMENTED       CGS
 GX0811
 GX0811                          STATION DESCRIPTION
 GX0811
 GX0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0811'0.8 MI N FROM ELTON.
 GX0811'ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE CHURCH OF
 GX0811'CHRIST AT ELTON, ABOUT 0.5 MILE NORTH OF THE JUNCTION OF AN
 GX0811'ASPHALT ROAD LEADING EAST TO GRASSY MEADOWS, NEAR THE JUNCTION
 GX0811'OF A PRIVATE ROAD LEADING WEST, SET ON THE TOP OF THE SOUTHWEST
 GX0811'EDGE OF A SLOPING ROCK THAT IS ABOUT 10 FEET LONG AND 2 1/2
 GX0811'FEET WIDE, 20 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GX0811'18 FEET EAST OF THE NORTHEAST END OF A 24-INCH PIPE CULVERT
 GX0811'UNDER THE HIGHWAY, 21 FEET SOUTHEAST OF THE CENTER OF A WOODEN
 GX0811'GATE AT A FIELD ENTRANCE, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0967 ***********************************************************************
 GX0967  DESIGNATION -  N 209
 GX0967  PID         -  GX0967
 GX0967  STATE/COUNTY-  WV/FAYETTE
 GX0967  USGS QUAD   -  DANESE (1987)
 GX0967
 GX0967                         *CURRENT SURVEY CONTROL
 GX0967  ___________________________________________________________________
 GX0967* NAD 83(1986)-  37 57 26.     (N)    080 53 31.     (W)     SCALED    
 GX0967* NAVD 88     -       793.913  (meters)    2604.70   (feet)  ADJUSTED  
 GX0967  ___________________________________________________________________
 GX0967  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX0967  DYNAMIC HT  -         793.247 (meters)    2602.51  (feet)  COMP
 GX0967  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 GX0967
 GX0967  VERT ORDER  -  SECOND    CLASS 0
 GX0967
 GX0967.The horizontal coordinates were scaled from a topographic map and have
 GX0967.an estimated accuracy of +/- 6 seconds.
 GX0967
 GX0967.The orthometric height was determined by differential leveling
 GX0967.and adjusted by the National Geodetic Survey in June 1991..
 GX0967
 GX0967.The geoid height was determined by GEOID03.
 GX0967
 GX0967.The dynamic height is computed by dividing the NAVD 88
 GX0967.geopotential number by the normal gravity value computed on the
 GX0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0967.degrees latitude (g = 980.6199 gals.).
 GX0967
 GX0967.The modeled gravity was interpolated from observed gravity values.
 GX0967
 GX0967;                    North         East    Units  Estimated Accuracy
 GX0967;SPC WV S     -   106,250.      609,500.      MT  (+/- 180 meters Scaled)
 GX0967
 GX0967                          SUPERSEDED SURVEY CONTROL
 GX0967
 GX0967  NGVD 29 (??/??/92)  794.053  (m)         2605.16   (f) ADJ UNCH    2 0
 GX0967
 GX0967.Superseded values are not recommended for survey control.
 GX0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0967.See file dsdata.txt to determine how the superseded data were derived.
 GX0967
 GX0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC094010(NAD 83)
 GX0967_MARKER: DB = BENCH MARK DISK
 GX0967_SETTING: 66 = SET IN ROCK OUTCROP
 GX0967_SP_SET: ROCK
 GX0967_STAMPING: N 209 1961
 GX0967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0967+STABILITY: POSITION/ELEVATION WELL
 GX0967
 GX0967  HISTORY     - Date     Condition        Report By
 GX0967  HISTORY     - 1961     MONUMENTED       CGS
 GX0967
 GX0967                          STATION DESCRIPTION
 GX0967
 GX0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0967'3.8 MI SE FROM LANDISBURG.
 GX0967'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0967'AT LANDISBURG, THENCE 1.95 MILES EAST ALONG A GRADED ROAD, 0.1
 GX0967'MILE SOUTH OF A 15-FOOT WOODEN BRIDGE OVER LAUREL CREEK, ALONG
 GX0967'THE NORTH SLOPE OF A HILL, SET ON THE TOP OF THE NORTH EDGE OF A
 GX0967'SLOPING ROCK, ABOUT 45 YARDS NORTHWEST OF A HOUSE ON TOP OF A
 GX0967'HILL, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 57 FEET
 GX0967'NORTHEAST AND ACROSS THE ROAD FROM POWER LINE POLE NO. MB 107, 1
 GX0967'FOOT SOUTH OF THE NORTH EDGE OF THE ROCK AND 2 FEET ABOVE THE
 GX0967'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0795 ***********************************************************************
 KY0795  DESIGNATION -  N 21
 KY0795  PID         -  KY0795
 KY0795  STATE/COUNTY-  WV/HANCOCK
 KY0795  USGS QUAD   -  WEIRTON (1994)
 KY0795
 KY0795                         *CURRENT SURVEY CONTROL
 KY0795  ___________________________________________________________________
 KY0795* NAD 83(1986)-  40 28 28.     (N)    080 35 33.     (W)     SCALED    
 KY0795* NAVD 88     -       207.349  (meters)     680.28   (feet)  POSTED    
 KY0795  ___________________________________________________________________
 KY0795  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KY0795  DYNAMIC HT  -         207.240 (meters)     679.92  (feet)  COMP
 KY0795  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 KY0795
 KY0795  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KY0795
 KY0795.The horizontal coordinates were scaled from a topographic map and have
 KY0795.an estimated accuracy of +/- 6 seconds.
 KY0795
 KY0795.The orthometric height was determined by differential leveling
 KY0795.and adjusted by the National Geodetic Survey in 1992..
 KY0795.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KY0795.rate of 1.1 thru 2.0 mm/km.
 KY0795
 KY0795.The geoid height was determined by GEOID03.
 KY0795
 KY0795.The dynamic height is computed by dividing the NAVD 88
 KY0795.geopotential number by the normal gravity value computed on the
 KY0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0795.degrees latitude (g = 980.6199 gals.).
 KY0795
 KY0795.The modeled gravity was interpolated from observed gravity values.
 KY0795
 KY0795;                    North         East    Units  Estimated Accuracy
 KY0795;SPC WV N     -   219,770.      507,350.      MT  (+/- 180 meters Scaled)
 KY0795
 KY0795                          SUPERSEDED SURVEY CONTROL
 KY0795
 KY0795  NGVD 29 (??/??/92)  207.539  (m)          680.90   (f) ADJ UNCH    1 2
 KY0795
 KY0795.Superseded values are not recommended for survey control.
 KY0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0795.See file dsdata.txt to determine how the superseded data were derived.
 KY0795
 KY0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE345804(NAD 83)
 KY0795_MARKER: DB = BENCH MARK DISK
 KY0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0795_STAMPING: N 21 1935
 KY0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0795+STABILITY: SURFACE MOTION
 KY0795
 KY0795  HISTORY     - Date     Condition        Report By
 KY0795  HISTORY     - 1935     MONUMENTED       CGS
 KY0795  HISTORY     - 1956     MARK NOT FOUND   USGS
 KY0795  HISTORY     - 1956     MARK NOT FOUND   USGS
 KY0795
 KY0795                          STATION DESCRIPTION
 KY0795
 KY0795'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KY0795'1.9 MI S FROM NEW CUMBERLAND.
 KY0795'1.9 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0795'AT NEW CUMBERLAND, HANCOCK COUNTY, 43 FEET NORTHEAST OF POLE
 KY0795'5+30, 15 FEET EAST OF THE EAST RAIL, AND 24 FEET WEST OF THE
 KY0795'CENTERLINE OF STATE HIGHWAY 2.  A STANDARD DISK, STAMPED N 21
 KY0795'1935 AND SET IN THE TOP OF A CONCRETE POST.
 KY0795
 KY0795                          STATION RECOVERY (1956)
 KY0795
 KY0795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KY0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0939 ***********************************************************************
 GX0939  DESIGNATION -  N 210
 GX0939  PID         -  GX0939
 GX0939  STATE/COUNTY-  WV/GREENBRIER
 GX0939  USGS QUAD   -  RUPERT (1981)
 GX0939
 GX0939                         *CURRENT SURVEY CONTROL
 GX0939  ___________________________________________________________________
 GX0939* NAD 83(1986)-  37 58 05.     (N)    080 42 02.     (W)     SCALED    
 GX0939* NAVD 88     -       740.330  (meters)    2428.90   (feet)  ADJUSTED  
 GX0939  ___________________________________________________________________
 GX0939  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX0939  DYNAMIC HT  -         739.713 (meters)    2426.88  (feet)  COMP
 GX0939  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 GX0939
 GX0939  VERT ORDER  -  SECOND    CLASS 0
 GX0939
 GX0939.The horizontal coordinates were scaled from a topographic map and have
 GX0939.an estimated accuracy of +/- 6 seconds.
 GX0939
 GX0939.The orthometric height was determined by differential leveling
 GX0939.and adjusted by the National Geodetic Survey in June 1991..
 GX0939
 GX0939.The geoid height was determined by GEOID03.
 GX0939
 GX0939.The dynamic height is computed by dividing the NAVD 88
 GX0939.geopotential number by the normal gravity value computed on the
 GX0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0939.degrees latitude (g = 980.6199 gals.).
 GX0939
 GX0939.The modeled gravity was interpolated from observed gravity values.
 GX0939
 GX0939;                    North         East    Units  Estimated Accuracy
 GX0939;SPC WV S     -   107,490.      626,310.      MT  (+/- 180 meters Scaled)
 GX0939
 GX0939                          SUPERSEDED SURVEY CONTROL
 GX0939
 GX0939  NGVD 29 (??/??/92)  740.470  (m)         2429.36   (f) ADJ UNCH    2 0
 GX0939
 GX0939.Superseded values are not recommended for survey control.
 GX0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0939.See file dsdata.txt to determine how the superseded data were derived.
 GX0939
 GX0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC263023(NAD 83)
 GX0939_MARKER: DB = BENCH MARK DISK
 GX0939_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0939_SP_SET: UNSPECIFIED ROCK
 GX0939_STAMPING: N 210 1961
 GX0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0939
 GX0939  HISTORY     - Date     Condition        Report By
 GX0939  HISTORY     - 1961     MONUMENTED       CGS
 GX0939
 GX0939                          STATION DESCRIPTION
 GX0939
 GX0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0939'0.8 MI NW FROM RUPERT.
 GX0939'ABOUT 0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0939'OFFICE AT RUPERT, AT THE OUTSIDE OF A LONG CURVE, 30 YARDS
 GX0939'SOUTH OF THE SOUTHWEST CORNER OF A 1 1/2 STORY HOUSE WITH
 GX0939'ASBESTOS SIDING, SET ON THE TOP OF A ROCK THAT IS 2 FEET WIDE
 GX0939'AND 3 FEET HIGH AND PROJECTS OUT OF A HIGH BANK, 25 FEET
 GX0939'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 2 FEET ABOVE
 GX0939'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0880 ***********************************************************************
 GX0880  DESIGNATION -  N 211
 GX0880  PID         -  GX0880
 GX0880  STATE/COUNTY-  WV/SUMMERS
 GX0880  USGS QUAD   -  TALCOTT (1968)
 GX0880
 GX0880                         *CURRENT SURVEY CONTROL
 GX0880  ___________________________________________________________________
 GX0880* NAD 83(1986)-  37 40 23.     (N)    080 47 23.     (W)     SCALED    
 GX0880* NAVD 88     -       577.080  (meters)    1893.30   (feet)  ADJUSTED  
 GX0880  ___________________________________________________________________
 GX0880  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX0880  DYNAMIC HT  -         576.597 (meters)    1891.72  (feet)  COMP
 GX0880  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 GX0880
 GX0880  VERT ORDER  -  SECOND    CLASS 0
 GX0880
 GX0880.The horizontal coordinates were scaled from a topographic map and have
 GX0880.an estimated accuracy of +/- 6 seconds.
 GX0880
 GX0880.The orthometric height was determined by differential leveling
 GX0880.and adjusted by the National Geodetic Survey in June 1991..
 GX0880
 GX0880.The geoid height was determined by GEOID03.
 GX0880
 GX0880.The dynamic height is computed by dividing the NAVD 88
 GX0880.geopotential number by the normal gravity value computed on the
 GX0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0880.degrees latitude (g = 980.6199 gals.).
 GX0880
 GX0880.The modeled gravity was interpolated from observed gravity values.
 GX0880
 GX0880;                    North         East    Units  Estimated Accuracy
 GX0880;SPC WV S     -    74,720.      618,550.      MT  (+/- 180 meters Scaled)
 GX0880
 GX0880                          SUPERSEDED SURVEY CONTROL
 GX0880
 GX0880  NGVD 29 (??/??/92)  577.241  (m)         1893.83   (f) ADJ UNCH    2 0
 GX0880
 GX0880.Superseded values are not recommended for survey control.
 GX0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0880.See file dsdata.txt to determine how the superseded data were derived.
 GX0880
 GX0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB185695(NAD 83)
 GX0880_MARKER: DB = BENCH MARK DISK
 GX0880_SETTING: 66 = SET IN ROCK OUTCROP
 GX0880_SP_SET: ROCK CUT
 GX0880_STAMPING: N 211 1961
 GX0880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0880+STABILITY: POSITION/ELEVATION WELL
 GX0880
 GX0880  HISTORY     - Date     Condition        Report By
 GX0880  HISTORY     - 1961     MONUMENTED       CGS
 GX0880
 GX0880                          STATION DESCRIPTION
 GX0880
 GX0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0880'5.6 MI NW FROM TALCOTT.
 GX0880'ABOUT 3.6 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0880'THE STATION AT TALCOTT, THENCE 1.95 MILES NORTH ALONG POWLEY CREEK
 GX0880'ROAD, ON THE SOUTHWEST SLOPE OF A MOUNTAIN, ABOUT 125 YARDS SOUTH
 GX0880'OF A SHARP CURVE, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK
 GX0880'THAT IS 12 FEET LONG AND 3 FEET HIGH, NEAR THE NORTH END OF A CUT,
 GX0880'10 FEET EAST OF THE CENTER LINE OF THE ROAD, 27 FEET SOUTH OF THE
 GX0880'NORTH END OF THE CUT, 2 FEET ABOVE THE LEVEL OF THE GROUND AND 3
 GX0880'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0906 ***********************************************************************
 GX0906  DESIGNATION -  N 212
 GX0906  PID         -  GX0906
 GX0906  STATE/COUNTY-  WV/GREENBRIER
 GX0906  USGS QUAD   -  DAWSON (1971)
 GX0906
 GX0906                         *CURRENT SURVEY CONTROL
 GX0906  ___________________________________________________________________
 GX0906* NAD 83(1986)-  37 49 06.     (N)    080 42 42.     (W)     SCALED    
 GX0906* NAVD 88     -       749.011  (meters)    2457.38   (feet)  ADJUSTED  
 GX0906  ___________________________________________________________________
 GX0906  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX0906  DYNAMIC HT  -         748.380 (meters)    2455.31  (feet)  COMP
 GX0906  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 GX0906
 GX0906  VERT ORDER  -  SECOND    CLASS 0
 GX0906
 GX0906.The horizontal coordinates were scaled from a topographic map and have
 GX0906.an estimated accuracy of +/- 6 seconds.
 GX0906
 GX0906.The orthometric height was determined by differential leveling
 GX0906.and adjusted by the National Geodetic Survey in June 1991..
 GX0906
 GX0906.The geoid height was determined by GEOID03.
 GX0906
 GX0906.The dynamic height is computed by dividing the NAVD 88
 GX0906.geopotential number by the normal gravity value computed on the
 GX0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0906.degrees latitude (g = 980.6199 gals.).
 GX0906
 GX0906.The modeled gravity was interpolated from observed gravity values.
 GX0906
 GX0906;                    North         East    Units  Estimated Accuracy
 GX0906;SPC WV S     -    90,870.      625,390.      MT  (+/- 180 meters Scaled)
 GX0906
 GX0906                          SUPERSEDED SURVEY CONTROL
 GX0906
 GX0906  NGVD 29 (??/??/92)  749.165  (m)         2457.89   (f) ADJ UNCH    2 0
 GX0906
 GX0906.Superseded values are not recommended for survey control.
 GX0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0906.See file dsdata.txt to determine how the superseded data were derived.
 GX0906
 GX0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB253856(NAD 83)
 GX0906_MARKER: DB = BENCH MARK DISK
 GX0906_SETTING: 66 = SET IN ROCK OUTCROP
 GX0906_SP_SET: ROCK CUT
 GX0906_STAMPING: N 212 1961
 GX0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0906+STABILITY: POSITION/ELEVATION WELL
 GX0906
 GX0906  HISTORY     - Date     Condition        Report By
 GX0906  HISTORY     - 1961     MONUMENTED       CGS
 GX0906
 GX0906                          STATION DESCRIPTION
 GX0906
 GX0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0906'0.9 MI SE FROM GRASSY MEADOWS.
 GX0906'ABOUT 0.9 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX0906'AT GRASSY MEADOWS, 0.4 MILE NORTHWEST OF A BAPTIST CHURCH, SET
 GX0906'ON THE TOP OF THE SOUTHWEST CORNER OF A TRIANGULAR SHAPED ROCK
 GX0906'THAT IS 5 FEET LONG AND PROJECTS OUT OF A SHORT CUT, 17 FEET
 GX0906'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTHEAST
 GX0906'OF THE SOUTHWEST CORNER OF THE ROCK AND 4 FEET ABOVE THE LEVEL
 GX0906'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0914 ***********************************************************************
 GX0914  DESIGNATION -  N 213
 GX0914  PID         -  GX0914
 GX0914  STATE/COUNTY-  WV/GREENBRIER
 GX0914  USGS QUAD   -  DAWSON (1971)
 GX0914
 GX0914                         *CURRENT SURVEY CONTROL
 GX0914  ___________________________________________________________________
 GX0914* NAD 83(1986)-  37 52 09.     (N)    080 43 32.     (W)     SCALED    
 GX0914* NAVD 88     -       761.876  (meters)    2499.59   (feet)  ADJUSTED  
 GX0914  ___________________________________________________________________
 GX0914  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX0914  DYNAMIC HT  -         761.233 (meters)    2497.48  (feet)  COMP
 GX0914  MODELED GRAV-     979,759.1   (mgal)                       NAVD 88
 GX0914
 GX0914  VERT ORDER  -  SECOND    CLASS 0
 GX0914
 GX0914.The horizontal coordinates were scaled from a topographic map and have
 GX0914.an estimated accuracy of +/- 6 seconds.
 GX0914
 GX0914.The orthometric height was determined by differential leveling
 GX0914.and adjusted by the National Geodetic Survey in June 1991..
 GX0914
 GX0914.The geoid height was determined by GEOID03.
 GX0914
 GX0914.The dynamic height is computed by dividing the NAVD 88
 GX0914.geopotential number by the normal gravity value computed on the
 GX0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0914.degrees latitude (g = 980.6199 gals.).
 GX0914
 GX0914.The modeled gravity was interpolated from observed gravity values.
 GX0914
 GX0914;                    North         East    Units  Estimated Accuracy
 GX0914;SPC WV S     -    96,500.      624,150.      MT  (+/- 180 meters Scaled)
 GX0914
 GX0914                          SUPERSEDED SURVEY CONTROL
 GX0914
 GX0914  NGVD 29 (??/??/92)  762.020  (m)         2500.06   (f) ADJ UNCH    2 0
 GX0914
 GX0914.Superseded values are not recommended for survey control.
 GX0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0914.See file dsdata.txt to determine how the superseded data were derived.
 GX0914
 GX0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB241913(NAD 83)
 GX0914_MARKER: DB = BENCH MARK DISK
 GX0914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0914_SP_SET: FOUNDATION
 GX0914_STAMPING: N 213 1961
 GX0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0914
 GX0914  HISTORY     - Date     Condition        Report By
 GX0914  HISTORY     - 1961     MONUMENTED       CGS
 GX0914
 GX0914                          STATION DESCRIPTION
 GX0914
 GX0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0914'1.4 MI NW FROM DAWSON.
 GX0914'ABOUT 1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM A T
 GX0914'ROAD JUNCTION AT DAWSON, 1.1 MILES NORTHWEST OF A 75 FOOT
 GX0914'BRIDGE OVER MORRIS CREEK, 1.0 MILE NORTHWEST OF THE JUNCTION OF
 GX0914'A BLACK TOP ROAD LEADING WEST TO ELTON, 0.1 MILE SOUTHEAST
 GX0914'OF THE JUNCTION OF A BLACK TOP ROAD LEADING NORTH, SET VERTICALLY
 GX0914'IN THE WEST FACE AND NEAR THE SOUTHWEST CORNER OF THE FOUNDATION
 GX0914'TO THE FRANTZ MEMORIAL CHURCH OF THE BRETHREN, 69 FEET NORTHEAST
 GX0914'OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF THE SOUTHWEST
 GX0914'CORNER OF THE BUILDING AND 1 1/2 FOOT ABOVE THE LEVEL OF THE
 GX0914'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0923 ***********************************************************************
 GX0923  DESIGNATION -  N 214
 GX0923  PID         -  GX0923
 GX0923  STATE/COUNTY-  WV/GREENBRIER
 GX0923  USGS QUAD   -  RUPERT (1981)
 GX0923
 GX0923                         *CURRENT SURVEY CONTROL
 GX0923  ___________________________________________________________________
 GX0923* NAD 83(1986)-  37 55 04.     (N)    080 40 57.     (W)     SCALED    
 GX0923* NAVD 88     -       737.492  (meters)    2419.59   (feet)  ADJUSTED  
 GX0923  ___________________________________________________________________
 GX0923  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX0923  DYNAMIC HT  -         736.873 (meters)    2417.56  (feet)  COMP
 GX0923  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 GX0923
 GX0923  VERT ORDER  -  SECOND    CLASS 0
 GX0923
 GX0923.The horizontal coordinates were scaled from a topographic map and have
 GX0923.an estimated accuracy of +/- 6 seconds.
 GX0923
 GX0923.The orthometric height was determined by differential leveling
 GX0923.and adjusted by the National Geodetic Survey in June 1991..
 GX0923
 GX0923.The geoid height was determined by GEOID03.
 GX0923
 GX0923.The dynamic height is computed by dividing the NAVD 88
 GX0923.geopotential number by the normal gravity value computed on the
 GX0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0923.degrees latitude (g = 980.6199 gals.).
 GX0923
 GX0923.The modeled gravity was interpolated from observed gravity values.
 GX0923
 GX0923;                    North         East    Units  Estimated Accuracy
 GX0923;SPC WV S     -   101,910.      627,920.      MT  (+/- 180 meters Scaled)
 GX0923
 GX0923                          SUPERSEDED SURVEY CONTROL
 GX0923
 GX0923  NGVD 29 (??/??/92)  737.636  (m)         2420.06   (f) ADJ UNCH    2 0
 GX0923
 GX0923.Superseded values are not recommended for survey control.
 GX0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0923.See file dsdata.txt to determine how the superseded data were derived.
 GX0923
 GX0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB279967(NAD 83)
 GX0923_MARKER: DB = BENCH MARK DISK
 GX0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0923_STAMPING: N 214 1961
 GX0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0923+STABILITY: SURFACE MOTION
 GX0923
 GX0923  HISTORY     - Date     Condition        Report By
 GX0923  HISTORY     - 1961     MONUMENTED       CGS
 GX0923
 GX0923                          STATION DESCRIPTION
 GX0923
 GX0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0923'2.2 MI W FROM MEADOW BLUFF.
 GX0923'ABOUT 2.25 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX0923'AT MEADOW BLUFF, 0.6 MILE WEST OF A 35 FOOT WOODEN BRIDGE OVER
 GX0923'MEADOW RIVER, 0.5 MILE EAST OF THE JUNCTION OF A GRADED ROAD
 GX0923'LEADING NORTHEAST, 67 YARDS SOUTHEAST OF THE JUNCTION OF A FARM
 GX0923'DRIVE, 18 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 1/2
 GX0923'FEET NORTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES,
 GX0923'2.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 GX0923'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 GX0923'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0120 ***********************************************************************
 GX0120  DESIGNATION -  N 215
 GX0120  PID         -  GX0120
 GX0120  STATE/COUNTY-  WV/GREENBRIER
 GX0120  USGS QUAD   -  LEWISBURG (1979)
 GX0120
 GX0120                         *CURRENT SURVEY CONTROL
 GX0120  ___________________________________________________________________
 GX0120* NAD 83(1986)-  37 47 36.     (N)    080 25 02.     (W)     SCALED    
 GX0120* NAVD 88     -       630.281  (meters)    2067.85   (feet)  ADJUSTED  
 GX0120  ___________________________________________________________________
 GX0120  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX0120  DYNAMIC HT  -         629.756 (meters)    2066.12  (feet)  COMP
 GX0120  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 GX0120
 GX0120  VERT ORDER  -  FIRST     CLASS II
 GX0120
 GX0120.The horizontal coordinates were scaled from a topographic map and have
 GX0120.an estimated accuracy of +/- 6 seconds.
 GX0120
 GX0120.The orthometric height was determined by differential leveling
 GX0120.and adjusted by the National Geodetic Survey in June 1991..
 GX0120
 GX0120.The geoid height was determined by GEOID03.
 GX0120
 GX0120.The dynamic height is computed by dividing the NAVD 88
 GX0120.geopotential number by the normal gravity value computed on the
 GX0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0120.degrees latitude (g = 980.6199 gals.).
 GX0120
 GX0120.The modeled gravity was interpolated from observed gravity values.
 GX0120
 GX0120;                    North         East    Units  Estimated Accuracy
 GX0120;SPC WV S     -    88,210.      651,330.      MT  (+/- 180 meters Scaled)
 GX0120
 GX0120                          SUPERSEDED SURVEY CONTROL
 GX0120
 GX0120  NGVD 29 (??/??/92)  630.428  (m)         2068.33   (f) ADJ UNCH    1 2
 GX0120
 GX0120.Superseded values are not recommended for survey control.
 GX0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0120.See file dsdata.txt to determine how the superseded data were derived.
 GX0120
 GX0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB513830(NAD 83)
 GX0120_MARKER: DB = BENCH MARK DISK
 GX0120_SETTING: 66 = SET IN ROCK OUTCROP
 GX0120_SP_SET: ROCK CUT
 GX0120_STAMPING: N 215 1961
 GX0120_MARK LOGO: CGS   
 GX0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0120+STABILITY: POSITION/ELEVATION WELL
 GX0120
 GX0120  HISTORY     - Date     Condition        Report By
 GX0120  HISTORY     - 1961     MONUMENTED       CGS
 GX0120  HISTORY     - 1983     GOOD             NGS
 GX0120  HISTORY     - 1983     GOOD             NGS
 GX0120  HISTORY     - 1984     GOOD             NGS
 GX0120
 GX0120                          STATION DESCRIPTION
 GX0120
 GX0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0120'1.7 MI SE FROM LEWISBURG.
 GX0120'ABOUT 1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0120'OFFICE AT LEWISBURG, ALONG A SHORT STRAIGHT STRETCH OF HIGHWAY,
 GX0120'BETWEEN TWO CURVES, SET VERTICALLY IN THE NORTHEAST FACE OF A LOW
 GX0120'LONG ROCK CUT, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GX0120'HIGHWAY, 18 YARDS NORTHWEST OF THE SOUTHEAST END OF THE CUT, AND
 GX0120'1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX0120
 GX0120                          STATION RECOVERY (1983)
 GX0120
 GX0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0120'RECOVERED IN GOOD CONDITION.
 GX0120
 GX0120                          STATION RECOVERY (1983)
 GX0120
 GX0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0120'RECOVERED IN GOOD CONDITION.
 GX0120
 GX0120                          STATION RECOVERY (1984)
 GX0120
 GX0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1005 ***********************************************************************
 GX1005  DESIGNATION -  N 216
 GX1005  PID         -  GX1005
 GX1005  STATE/COUNTY-  WV/GREENBRIER
 GX1005  USGS QUAD   -  ASBURY (1979)
 GX1005
 GX1005                         *CURRENT SURVEY CONTROL
 GX1005  ___________________________________________________________________
 GX1005* NAD 83(1986)-  37 46 14.     (N)    080 36 01.     (W)     SCALED    
 GX1005* NAVD 88     -       503.230  (meters)    1651.01   (feet)  ADJUSTED  
 GX1005  ___________________________________________________________________
 GX1005  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX1005  DYNAMIC HT  -         502.822 (meters)    1649.68  (feet)  COMP
 GX1005  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 GX1005
 GX1005  VERT ORDER  -  SECOND    CLASS 0
 GX1005
 GX1005.The horizontal coordinates were scaled from a topographic map and have
 GX1005.an estimated accuracy of +/- 6 seconds.
 GX1005
 GX1005.The orthometric height was determined by differential leveling
 GX1005.and adjusted by the National Geodetic Survey in June 1991..
 GX1005
 GX1005.The geoid height was determined by GEOID03.
 GX1005
 GX1005.The dynamic height is computed by dividing the NAVD 88
 GX1005.geopotential number by the normal gravity value computed on the
 GX1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1005.degrees latitude (g = 980.6199 gals.).
 GX1005
 GX1005.The modeled gravity was interpolated from observed gravity values.
 GX1005
 GX1005;                    North         East    Units  Estimated Accuracy
 GX1005;SPC WV S     -    85,600.      635,220.      MT  (+/- 180 meters Scaled)
 GX1005
 GX1005                          SUPERSEDED SURVEY CONTROL
 GX1005
 GX1005  NGVD 29 (??/??/92)  503.399  (m)         1651.57   (f) ADJ UNCH    2 0
 GX1005
 GX1005.Superseded values are not recommended for survey control.
 GX1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1005.See file dsdata.txt to determine how the superseded data were derived.
 GX1005
 GX1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB352804(NAD 83)
 GX1005_MARKER: DB = BENCH MARK DISK
 GX1005_SETTING: 66 = SET IN ROCK OUTCROP
 GX1005_SP_SET: ROCK LEDGE
 GX1005_STAMPING: N 216 1961
 GX1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1005+STABILITY: POSITION/ELEVATION WELL
 GX1005
 GX1005  HISTORY     - Date     Condition        Report By
 GX1005  HISTORY     - 1961     MONUMENTED       CGS
 GX1005
 GX1005                          STATION DESCRIPTION
 GX1005
 GX1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1005'4.5 MI NE FROM ALDERSON.
 GX1005'ABOUT 4.5 MILES NORTHEAST ALONG STATE HIGHWAY 12 FROM THE NORTH
 GX1005'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, 0.6 MILE NORTH
 GX1005'OF THE FREEWILL BAPTIST CHURCH, 0.1 MILE SOUTHWEST OF THE JUNCTION
 GX1005'OF GRADED ROAD NO. 3 LEADING SOUTHEAST FROM THE HIGHWAY, SET ON
 GX1005'THE TOP OF A FLAT LEDGE OF ROCK THAT IS 20 FEET LONG, 10 FEET
 GX1005'WIDE-2 FEET HIGH AND IS AT THE NORTHEAST END OF THE ROCK, 46
 GX1005'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET SOUTHWEST
 GX1005'OF THE NORTHEAST END OF THE ROCK, 5 FEET NORTHWEST OF THE SOUTHEAST
 GX1005'EDGE OF THE ROCK AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0132 ***********************************************************************
 GX0132  DESIGNATION -  N 217
 GX0132  PID         -  GX0132
 GX0132  STATE/COUNTY-  WV/GREENBRIER
 GX0132  USGS QUAD   -  LEWISBURG (1979)
 GX0132
 GX0132                         *CURRENT SURVEY CONTROL
 GX0132  ___________________________________________________________________
 GX0132* NAD 83(1986)-  37 51 20.     (N)    080 28 30.     (W)     SCALED    
 GX0132* NAVD 88     -       625.609  (meters)    2052.52   (feet)  ADJUSTED  
 GX0132  ___________________________________________________________________
 GX0132  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX0132  DYNAMIC HT  -         625.091 (meters)    2050.82  (feet)  COMP
 GX0132  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 GX0132
 GX0132  VERT ORDER  -  SECOND    CLASS 0
 GX0132
 GX0132.The horizontal coordinates were scaled from a topographic map and have
 GX0132.an estimated accuracy of +/- 6 seconds.
 GX0132
 GX0132.The orthometric height was determined by differential leveling
 GX0132.and adjusted by the National Geodetic Survey in June 1991..
 GX0132
 GX0132.The geoid height was determined by GEOID03.
 GX0132
 GX0132.The dynamic height is computed by dividing the NAVD 88
 GX0132.geopotential number by the normal gravity value computed on the
 GX0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0132.degrees latitude (g = 980.6199 gals.).
 GX0132
 GX0132.The modeled gravity was interpolated from observed gravity values.
 GX0132
 GX0132;                    North         East    Units  Estimated Accuracy
 GX0132;SPC WV S     -    95,090.      646,200.      MT  (+/- 180 meters Scaled)
 GX0132
 GX0132                          SUPERSEDED SURVEY CONTROL
 GX0132
 GX0132  NGVD 29 (??/??/92)  625.760  (m)         2053.01   (f) ADJ UNCH    2 0
 GX0132
 GX0132.Superseded values are not recommended for survey control.
 GX0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0132.See file dsdata.txt to determine how the superseded data were derived.
 GX0132
 GX0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB461899(NAD 83)
 GX0132_MARKER: DB = BENCH MARK DISK
 GX0132_SETTING: 66 = SET IN ROCK OUTCROP
 GX0132_SP_SET: ROCK
 GX0132_STAMPING: N 217 1961
 GX0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0132+STABILITY: POSITION/ELEVATION WELL
 GX0132
 GX0132  HISTORY     - Date     Condition        Report By
 GX0132  HISTORY     - 1961     MONUMENTED       CGS
 GX0132  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0132
 GX0132                          STATION DESCRIPTION
 GX0132
 GX0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0132'5.4 MI NW FROM LEWISBURG.
 GX0132'ABOUT 5.4 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0132'OFFICE AT LEWISBURG, 0.9 MILE NORTH OF THE CALVARY METHODIST
 GX0132'CHURCH AND CEMETERY, 0.15 MILE NORTH OF THE JUNCTION OF COUNTY
 GX0132'ROAD NO. 12 LEADING SOUTHEAST FROM THE HIGHWAY, AT THE OUTSIDE OF
 GX0132'A LONG CURVE, SET ON THE TOP OF A ROCK THAT IS 4 FEET LONG AND
 GX0132'2 1/2 FEET HIGH, 21 FEET NORTHEAST OF THE CENTER LINE OF THE
 GX0132'HIGHWAY, 40 YARDS NORTHWEST OF THE CENTER OF A DRIVE LEADING
 GX0132'NORTHEAST INTO A LARGE OPEN PASTURE, 2 FEET NORTH OF THE SOUTH END
 GX0132'OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX0132
 GX0132                          STATION RECOVERY (1983)
 GX0132
 GX0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1986 ***********************************************************************
 HX1986  DESIGNATION -  N 218
 HX1986  PID         -  HX1986
 HX1986  STATE/COUNTY-  WV/FAYETTE
 HX1986  USGS QUAD   -  ANSTED (1976)
 HX1986
 HX1986                         *CURRENT SURVEY CONTROL
 HX1986  ___________________________________________________________________
 HX1986* NAD 83(1986)-  38 09 23.     (N)    081 05 26.     (W)     SCALED    
 HX1986* NAVD 88     -       606.501  (meters)    1989.83   (feet)  ADJUSTED  
 HX1986  ___________________________________________________________________
 HX1986  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HX1986  DYNAMIC HT  -         606.060 (meters)    1988.38  (feet)  COMP
 HX1986  MODELED GRAV-     979,881.5   (mgal)                       NAVD 88
 HX1986
 HX1986  VERT ORDER  -  SECOND    CLASS 0
 HX1986
 HX1986.The horizontal coordinates were scaled from a topographic map and have
 HX1986.an estimated accuracy of +/- 6 seconds.
 HX1986
 HX1986.The orthometric height was determined by differential leveling
 HX1986.and adjusted by the National Geodetic Survey in June 1991..
 HX1986
 HX1986.The geoid height was determined by GEOID03.
 HX1986
 HX1986.The dynamic height is computed by dividing the NAVD 88
 HX1986.geopotential number by the normal gravity value computed on the
 HX1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1986.degrees latitude (g = 980.6199 gals.).
 HX1986
 HX1986.The modeled gravity was interpolated from observed gravity values.
 HX1986
 HX1986;                    North         East    Units  Estimated Accuracy
 HX1986;SPC WV S     -   128,350.      592,060.      MT  (+/- 180 meters Scaled)
 HX1986
 HX1986                          SUPERSEDED SURVEY CONTROL
 HX1986
 HX1986  NGVD 29 (??/??/92)  606.688  (m)         1990.44   (f) ADJ UNCH    2 0
 HX1986
 HX1986.Superseded values are not recommended for survey control.
 HX1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1986.See file dsdata.txt to determine how the superseded data were derived.
 HX1986
 HX1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC920231(NAD 83)
 HX1986_MARKER: DB = BENCH MARK DISK
 HX1986_SETTING: 66 = SET IN ROCK OUTCROP
 HX1986_SP_SET: ROCK CUT
 HX1986_STAMPING: N 218 1961
 HX1986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1986+STABILITY: POSITION/ELEVATION WELL
 HX1986
 HX1986  HISTORY     - Date     Condition        Report By
 HX1986  HISTORY     - 1961     MONUMENTED       CGS
 HX1986
 HX1986                          STATION DESCRIPTION
 HX1986
 HX1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1986'2.4 MI N FROM ANSTED.
 HX1986'ABOUT 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1986'HIGH SCHOOL AT ANSTED, THENCE 2.05 MILES NORTH ALONG A BLACK TOP
 HX1986'AND GRADED ROAD, AT THE SUMMIT OF GAULEY MOUNTAIN, SET VERTICALLY
 HX1986'IN THE NORTHEAST FACE OF A ROCK CUT AT THE TOP OF THE MOUNTAIN,
 HX1986'42 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE MAIN ROAD
 HX1986'AND A ROAD LEADING NORTHEAST AT THE CREST OF THE MOUNTAIN, 15
 HX1986'FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD AND 3 FEET ABOVE
 HX1986'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1146 ***********************************************************************
 HX1146  DESIGNATION -  N 219
 HX1146  PID         -  HX1146
 HX1146  STATE/COUNTY-  WV/FAYETTE
 HX1146  USGS QUAD   -  WINONA (1976)
 HX1146
 HX1146                         *CURRENT SURVEY CONTROL
 HX1146  ___________________________________________________________________
 HX1146* NAD 83(1986)-  38 04 27.     (N)    080 58 52.     (W)     SCALED    
 HX1146* NAVD 88     -       779.982  (meters)    2558.99   (feet)  ADJUSTED  
 HX1146  ___________________________________________________________________
 HX1146  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX1146  DYNAMIC HT  -         779.359 (meters)    2556.95  (feet)  COMP
 HX1146  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 HX1146
 HX1146  VERT ORDER  -  SECOND    CLASS 0
 HX1146
 HX1146.The horizontal coordinates were scaled from a topographic map and have
 HX1146.an estimated accuracy of +/- 6 seconds.
 HX1146
 HX1146.The orthometric height was determined by differential leveling
 HX1146.and adjusted by the National Geodetic Survey in June 1991..
 HX1146
 HX1146.The geoid height was determined by GEOID03.
 HX1146
 HX1146.The dynamic height is computed by dividing the NAVD 88
 HX1146.geopotential number by the normal gravity value computed on the
 HX1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1146.degrees latitude (g = 980.6199 gals.).
 HX1146
 HX1146.The modeled gravity was interpolated from observed gravity values.
 HX1146
 HX1146;                    North         East    Units  Estimated Accuracy
 HX1146;SPC WV S     -   119,220.      601,660.      MT  (+/- 180 meters Scaled)
 HX1146
 HX1146                          SUPERSEDED SURVEY CONTROL
 HX1146
 HX1146  NGVD 29 (??/??/92)  780.143  (m)         2559.52   (f) ADJ UNCH    2 0
 HX1146
 HX1146.Superseded values are not recommended for survey control.
 HX1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1146.See file dsdata.txt to determine how the superseded data were derived.
 HX1146
 HX1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC016140(NAD 83)
 HX1146_MARKER: DB = BENCH MARK DISK
 HX1146_SETTING: 66 = SET IN ROCK OUTCROP
 HX1146_SP_SET: ROCK OUTCROP
 HX1146_STAMPING: N 219 1961
 HX1146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1146+STABILITY: POSITION/ELEVATION WELL
 HX1146
 HX1146  HISTORY     - Date     Condition        Report By
 HX1146  HISTORY     - 1961     MONUMENTED       CGS
 HX1146
 HX1146                          STATION DESCRIPTION
 HX1146
 HX1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1146'1.6 MI NW FROM LOOKOUT.
 HX1146'ABOUT 1.55 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL
 HX1146'HIGH SCHOOL AT LOOKOUT, NEAR THE JUNCTION OF A BLACK TOP ROAD
 HX1146'LEADING TO EDMOND, SET ON THE TOP OF A 6-BY-3-FOOT OUTCROP, 174
 HX1146'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 19 1/2 FEET NORTHWEST
 HX1146'OF THE CENTER LINE OF THE BLACK TOP ROAD, 105 FEET NORTHWEST
 HX1146'OF THE NORTHWEST CORNER OF THE HARRELLS SUPPLY BUILDING, AND
 HX1146'ABOUT 3 FEET ABOVE THE LEVEL OF THE BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0522 ***********************************************************************
 JX0522  DESIGNATION -  N 22
 JX0522  PID         -  JX0522
 JX0522  STATE/COUNTY-  WV/MARSHALL
 JX0522  USGS QUAD   -  LITTLETON (1976)
 JX0522
 JX0522                         *CURRENT SURVEY CONTROL
 JX0522  ___________________________________________________________________
 JX0522* NAD 83(1986)-  39 43 26.     (N)    080 31 38.     (W)     SCALED    
 JX0522* NAVD 88     -       338.529  (meters)    1110.66   (feet)  ADJUSTED  
 JX0522  ___________________________________________________________________
 JX0522  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JX0522  DYNAMIC HT  -         338.333 (meters)    1110.01  (feet)  COMP
 JX0522  MODELED GRAV-     980,036.5   (mgal)                       NAVD 88
 JX0522
 JX0522  VERT ORDER  -  FIRST     CLASS II
 JX0522
 JX0522.The horizontal coordinates were scaled from a topographic map and have
 JX0522.an estimated accuracy of +/- 6 seconds.
 JX0522
 JX0522.The orthometric height was determined by differential leveling
 JX0522.and adjusted by the National Geodetic Survey in June 1991..
 JX0522
 JX0522.The geoid height was determined by GEOID03.
 JX0522
 JX0522.The dynamic height is computed by dividing the NAVD 88
 JX0522.geopotential number by the normal gravity value computed on the
 JX0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0522.degrees latitude (g = 980.6199 gals.).
 JX0522
 JX0522.The modeled gravity was interpolated from observed gravity values.
 JX0522
 JX0522;                    North         East    Units  Estimated Accuracy
 JX0522;SPC WV N     -   136,380.      511,940.      MT  (+/- 180 meters Scaled)
 JX0522
 JX0522                          SUPERSEDED SURVEY CONTROL
 JX0522
 JX0522  NGVD 29 (??/??/92)  338.674  (m)         1111.13   (f) ADJ UNCH    1 2
 JX0522
 JX0522.Superseded values are not recommended for survey control.
 JX0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0522.See file dsdata.txt to determine how the superseded data were derived.
 JX0522
 JX0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND405972(NAD 83)
 JX0522_MARKER: DB = BENCH MARK DISK
 JX0522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0522_SP_SET: TUNNEL WALL
 JX0522_STAMPING: N 22 1935
 JX0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0522
 JX0522  HISTORY     - Date     Condition        Report By
 JX0522  HISTORY     - 1935     MONUMENTED       CGS
 JX0522  HISTORY     - 1957     GOOD             NGS
 JX0522
 JX0522                          STATION DESCRIPTION
 JX0522
 JX0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0522'2.5 MI NW FROM LITTLETON.
 JX0522'ABOUT 2.5 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0522'FROM THE POST OFFICE AT LITTLETON, NEAR MILEAGE POLE NO. 340+13,
 JX0522'AT THE SOUTH END OF BOARD TREE TUNNEL, SET VERTICALLY IN THE
 JX0522'EAST FACE OF THE SOUTH RETAINING WALL OF TUNNEL, 7 FEET WEST
 JX0522'OF WEST RAIL, 4 FEET SOUTH OF SOUTH END OF TUNNEL WALL PROPER,
 JX0522'3 FEET ABOVE GROUND AND 1 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1972 ***********************************************************************
 HX1972  DESIGNATION -  N 220
 HX1972  PID         -  HX1972
 HX1972  STATE/COUNTY-  WV/FAYETTE
 HX1972  USGS QUAD   -  ANSTED (1976)
 HX1972
 HX1972                         *CURRENT SURVEY CONTROL
 HX1972  ___________________________________________________________________
 HX1972* NAD 83(1986)-  38 08 44.     (N)    081 02 33.     (W)     SCALED    
 HX1972* NAVD 88     -       483.288  (meters)    1585.59   (feet)  ADJUSTED  
 HX1972  ___________________________________________________________________
 HX1972  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HX1972  DYNAMIC HT  -         482.924 (meters)    1584.39  (feet)  COMP
 HX1972  MODELED GRAV-     979,860.3   (mgal)                       NAVD 88
 HX1972
 HX1972  VERT ORDER  -  SECOND    CLASS 0
 HX1972
 HX1972.The horizontal coordinates were scaled from a topographic map and have
 HX1972.an estimated accuracy of +/- 6 seconds.
 HX1972
 HX1972.The orthometric height was determined by differential leveling
 HX1972.and adjusted by the National Geodetic Survey in June 1991..
 HX1972
 HX1972.The geoid height was determined by GEOID03.
 HX1972
 HX1972.The dynamic height is computed by dividing the NAVD 88
 HX1972.geopotential number by the normal gravity value computed on the
 HX1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1972.degrees latitude (g = 980.6199 gals.).
 HX1972
 HX1972.The modeled gravity was interpolated from observed gravity values.
 HX1972
 HX1972;                    North         East    Units  Estimated Accuracy
 HX1972;SPC WV S     -   127,140.      596,280.      MT  (+/- 180 meters Scaled)
 HX1972
 HX1972                          SUPERSEDED SURVEY CONTROL
 HX1972
 HX1972  NGVD 29 (??/??/92)  483.462  (m)         1586.16   (f) ADJ UNCH    2 0
 HX1972
 HX1972.Superseded values are not recommended for survey control.
 HX1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1972.See file dsdata.txt to determine how the superseded data were derived.
 HX1972
 HX1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC962219(NAD 83)
 HX1972_MARKER: DB = BENCH MARK DISK
 HX1972_SETTING: 66 = SET IN ROCK OUTCROP
 HX1972_SP_SET: ROCK LEDGE
 HX1972_STAMPING: N 220 1961
 HX1972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1972+STABILITY: POSITION/ELEVATION WELL
 HX1972
 HX1972  HISTORY     - Date     Condition        Report By
 HX1972  HISTORY     - 1961     MONUMENTED       CGS
 HX1972
 HX1972                          STATION DESCRIPTION
 HX1972
 HX1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1972'4.1 MI NE FROM ANSTED.
 HX1972'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1972'HIGH SCHOOL AT ANSTED, THENCE 2.7 MILES NORTHEAST ALONG A BLACK
 HX1972'TOP ROAD, 90 YARDS SOUTH OF THE JUNCTION OF A PRIVATE DRIVEWAY
 HX1972'LEADING TO A HOUSE, SET VERTICALLY IN THE EAST FACE OF A ROCK
 HX1972'LEDGE THAT PROJECTS OUT OF A ROAD BANK, 18 FEET WEST OF THE CENTER
 HX1972'LINE OF THE ROAD, 90 FEET SOUTHWEST OF THE SOUTHEAST END OF A
 HX1972'4 FOOT PIPE CULVERT UNDER THE ROAD FOR A SMALL STREAM, 9 FEET SOUTH
 HX1972'OF THE NORTHEAST CORNER OF THE ROCK AND 4 FEET ABOVE THE LEVEL
 HX1972'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1170 ***********************************************************************
 HX1170  DESIGNATION -  N 221
 HX1170  PID         -  HX1170
 HX1170  STATE/COUNTY-  WV/NICHOLAS
 HX1170  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1170
 HX1170                         *CURRENT SURVEY CONTROL
 HX1170  ___________________________________________________________________
 HX1170* NAD 83(1986)-  38 08 19.     (N)    080 53 06.     (W)     SCALED    
 HX1170* NAVD 88     -       572.385  (meters)    1877.90   (feet)  ADJUSTED  
 HX1170  ___________________________________________________________________
 HX1170  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HX1170  DYNAMIC HT  -         571.942 (meters)    1876.45  (feet)  COMP
 HX1170  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 HX1170
 HX1170  VERT ORDER  -  SECOND    CLASS 0
 HX1170
 HX1170.The horizontal coordinates were scaled from a topographic map and have
 HX1170.an estimated accuracy of +/- 6 seconds.
 HX1170
 HX1170.The orthometric height was determined by differential leveling
 HX1170.and adjusted by the National Geodetic Survey in June 1991..
 HX1170
 HX1170.The geoid height was determined by GEOID03.
 HX1170
 HX1170.The dynamic height is computed by dividing the NAVD 88
 HX1170.geopotential number by the normal gravity value computed on the
 HX1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1170.degrees latitude (g = 980.6199 gals.).
 HX1170
 HX1170.The modeled gravity was interpolated from observed gravity values.
 HX1170
 HX1170;                    North         East    Units  Estimated Accuracy
 HX1170;SPC WV S     -   126,380.      610,080.      MT  (+/- 180 meters Scaled)
 HX1170
 HX1170                          SUPERSEDED SURVEY CONTROL
 HX1170
 HX1170  NGVD 29 (??/??/92)  572.548  (m)         1878.43   (f) ADJ UNCH    2 0
 HX1170
 HX1170.Superseded values are not recommended for survey control.
 HX1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1170.See file dsdata.txt to determine how the superseded data were derived.
 HX1170
 HX1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC100212(NAD 83)
 HX1170_MARKER: DB = BENCH MARK DISK
 HX1170_SETTING: 66 = SET IN ROCK OUTCROP
 HX1170_SP_SET: ROCK CUT
 HX1170_STAMPING: N 221 1961
 HX1170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1170+STABILITY: POSITION/ELEVATION WELL
 HX1170
 HX1170  HISTORY     - Date     Condition        Report By
 HX1170  HISTORY     - 1961     MONUMENTED       CGS
 HX1170
 HX1170                          STATION DESCRIPTION
 HX1170
 HX1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1170'2.8 MI N FROM NALLEN.
 HX1170'ABOUT 2.8 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE CENTER
 HX1170'OF THE BRIDGE OVER MEADOW RIVER AT NALLEN, AT THE OUTSIDE OF A
 HX1170'CURVE, SET VERTICALLY IN THE SOUTHEAST FACE OF A LONG ROCK CUT,
 HX1170'219 FEET NORTHEAST OF THE NORTHWEST CORNER OF A 120 FOOT
 HX1170'BRIDGE OVER ANGLINS CREEK, 25 FEET NORTHWEST OF THE CENTER
 HX1170'LINE OF THE HIGHWAY, 12 FEET NORTHEAST OF THE SOUTHWEST END
 HX1170'OF THE ROCK AND 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2755 ***********************************************************************
 HX2755  DESIGNATION -  N 222
 HX2755  PID         -  HX2755
 HX2755  STATE/COUNTY-  WV/FAYETTE
 HX2755  USGS QUAD   -  WINONA (1976)
 HX2755
 HX2755                         *CURRENT SURVEY CONTROL
 HX2755  ___________________________________________________________________
 HX2755* NAD 83(1986)-  38 00 15.     (N)    080 56 07.     (W)     SCALED    
 HX2755* NAVD 88     -       701.349  (meters)    2301.01   (feet)  ADJUSTED  
 HX2755  ___________________________________________________________________
 HX2755  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 HX2755  DYNAMIC HT  -         700.773 (meters)    2299.12  (feet)  COMP
 HX2755  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 HX2755
 HX2755  VERT ORDER  -  SECOND    CLASS 0
 HX2755
 HX2755.The horizontal coordinates were scaled from a topographic map and have
 HX2755.an estimated accuracy of +/- 6 seconds.
 HX2755
 HX2755.The orthometric height was determined by differential leveling
 HX2755.and adjusted by the National Geodetic Survey in June 1991..
 HX2755
 HX2755.The geoid height was determined by GEOID03.
 HX2755
 HX2755.The dynamic height is computed by dividing the NAVD 88
 HX2755.geopotential number by the normal gravity value computed on the
 HX2755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2755.degrees latitude (g = 980.6199 gals.).
 HX2755
 HX2755.The modeled gravity was interpolated from observed gravity values.
 HX2755
 HX2755;                    North         East    Units  Estimated Accuracy
 HX2755;SPC WV S     -   111,450.      605,680.      MT  (+/- 180 meters Scaled)
 HX2755
 HX2755                          SUPERSEDED SURVEY CONTROL
 HX2755
 HX2755  NGVD 29 (??/??/92)  701.497  (m)         2301.49   (f) ADJ UNCH    2 0
 HX2755
 HX2755.Superseded values are not recommended for survey control.
 HX2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2755.See file dsdata.txt to determine how the superseded data were derived.
 HX2755
 HX2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC056062(NAD 83)
 HX2755_MARKER: DB = BENCH MARK DISK
 HX2755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2755_SP_SET: ABUTMENT
 HX2755_STAMPING: N 222 1961
 HX2755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2755
 HX2755  HISTORY     - Date     Condition        Report By
 HX2755  HISTORY     - 1961     MONUMENTED       CGS
 HX2755
 HX2755                          STATION DESCRIPTION
 HX2755
 HX2755'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2755'2.4 MI N FROM LANDISBURG.
 HX2755'ABOUT 2.45 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 HX2755'AT LANDISBURG, 0.1 MILE WEST OF THE JUNCTION OF A BLACK TOP
 HX2755'ROAD LEADING NORTH, SET ON THE TOP OF THE SOUTH END OF THE EAST
 HX2755'CONCRETE ABUTMENT OF A 34-FOOT LONG CONCRETE BRIDGE OVER MANNS
 HX2755'CREEK, 13 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 HX2755'SOUTHEAST OF THE EAST END OF THE SOUTH CONCRETE RAILING OF THE
 HX2755'BRIDGE AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1138 ***********************************************************************
 HX1138  DESIGNATION -  N 223
 HX1138  PID         -  HX1138
 HX1138  STATE/COUNTY-  WV/NICHOLAS
 HX1138  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1138
 HX1138                         *CURRENT SURVEY CONTROL
 HX1138  ___________________________________________________________________
 HX1138* NAD 83(1986)-  38 14 10.     (N)    080 53 53.     (W)     SCALED    
 HX1138* NAVD 88     -       491.201  (meters)    1611.55   (feet)  ADJUSTED  
 HX1138  ___________________________________________________________________
 HX1138  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HX1138  DYNAMIC HT  -         490.831 (meters)    1610.33  (feet)  COMP
 HX1138  MODELED GRAV-     979,860.0   (mgal)                       NAVD 88
 HX1138
 HX1138  VERT ORDER  -  SECOND    CLASS 0
 HX1138
 HX1138.The horizontal coordinates were scaled from a topographic map and have
 HX1138.an estimated accuracy of +/- 6 seconds.
 HX1138
 HX1138.The orthometric height was determined by differential leveling
 HX1138.and adjusted by the National Geodetic Survey in June 1991..
 HX1138
 HX1138.The geoid height was determined by GEOID03.
 HX1138
 HX1138.The dynamic height is computed by dividing the NAVD 88
 HX1138.geopotential number by the normal gravity value computed on the
 HX1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1138.degrees latitude (g = 980.6199 gals.).
 HX1138
 HX1138.The modeled gravity was interpolated from observed gravity values.
 HX1138
 HX1138;                    North         East    Units  Estimated Accuracy
 HX1138;SPC WV S     -   137,200.      608,930.      MT  (+/- 180 meters Scaled)
 HX1138
 HX1138                          SUPERSEDED SURVEY CONTROL
 HX1138
 HX1138  NGVD 29 (??/??/92)  491.369  (m)         1612.10   (f) ADJ UNCH    2 0
 HX1138
 HX1138.Superseded values are not recommended for survey control.
 HX1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1138.See file dsdata.txt to determine how the superseded data were derived.
 HX1138
 HX1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC089320(NAD 83)
 HX1138_MARKER: DB = BENCH MARK DISK
 HX1138_SETTING: 66 = SET IN ROCK OUTCROP
 HX1138_SP_SET: ROCK LEDGE
 HX1138_STAMPING: N 223 1961
 HX1138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1138+STABILITY: POSITION/ELEVATION WELL
 HX1138
 HX1138  HISTORY     - Date     Condition        Report By
 HX1138  HISTORY     - 1961     MONUMENTED       CGS
 HX1138
 HX1138                          STATION DESCRIPTION
 HX1138
 HX1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1138'6.4 MI SW FROM SUMMERSVILLE.
 HX1138'ABOUT 3.55 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1138'AT SUMMERSVILLE, THENCE 2.9 MILES WEST ALONG A BLACK TOP ROAD,
 HX1138'0.1 MILE EAST OF THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTH,
 HX1138'NEAR THE JUNCTION OF A DIRT ROAD LEADING SOUTH, SET ON THE TOP
 HX1138'OF A 5-BY-4-FOOT OUTCROP, 31 FEET NORTH OF THE CENTER LINE OF THE
 HX1138'ROAD, 7 FEET WEST OF THE CENTER LINE OF DIRT ROAD, 1 FOOT WEST
 HX1138'OF THE EAST EDGE OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE
 HX1138'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1068 ***********************************************************************
 HX1068  DESIGNATION -  N 224
 HX1068  PID         -  HX1068
 HX1068  STATE/COUNTY-  WV/NICHOLAS
 HX1068  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1068
 HX1068                         *CURRENT SURVEY CONTROL
 HX1068  ___________________________________________________________________
 HX1068* NAD 83(1986)-  38 18 40.     (N)    080 50 08.     (W)     SCALED    
 HX1068* NAVD 88     -       563.613  (meters)    1849.12   (feet)  ADJUSTED  
 HX1068  ___________________________________________________________________
 HX1068  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 HX1068  DYNAMIC HT  -         563.187 (meters)    1847.72  (feet)  COMP
 HX1068  MODELED GRAV-     979,854.8   (mgal)                       NAVD 88
 HX1068
 HX1068  VERT ORDER  -  SECOND    CLASS 0
 HX1068
 HX1068.The horizontal coordinates were scaled from a topographic map and have
 HX1068.an estimated accuracy of +/- 6 seconds.
 HX1068
 HX1068.The orthometric height was determined by differential leveling
 HX1068.and adjusted by the National Geodetic Survey in June 1991..
 HX1068
 HX1068.The geoid height was determined by GEOID03.
 HX1068
 HX1068.The dynamic height is computed by dividing the NAVD 88
 HX1068.geopotential number by the normal gravity value computed on the
 HX1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1068.degrees latitude (g = 980.6199 gals.).
 HX1068
 HX1068.The modeled gravity was interpolated from observed gravity values.
 HX1068
 HX1068;                    North         East    Units  Estimated Accuracy
 HX1068;SPC WV S     -   145,530.      614,380.      MT  (+/- 180 meters Scaled)
 HX1068
 HX1068                          SUPERSEDED SURVEY CONTROL
 HX1068
 HX1068  NGVD 29 (??/??/92)  563.768  (m)         1849.63   (f) ADJ UNCH    2 0
 HX1068
 HX1068.Superseded values are not recommended for survey control.
 HX1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1068.See file dsdata.txt to determine how the superseded data were derived.
 HX1068
 HX1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC143403(NAD 83)
 HX1068_MARKER: DB = BENCH MARK DISK
 HX1068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1068_SP_SET: BRIDGE
 HX1068_STAMPING: N 224 1961
 HX1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1068
 HX1068  HISTORY     - Date     Condition        Report By
 HX1068  HISTORY     - 1961     MONUMENTED       CGS
 HX1068
 HX1068                          STATION DESCRIPTION
 HX1068
 HX1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1068'2.8 MI N FROM SUMMERSVILLE.
 HX1068'ABOUT 2.8 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1068'AT SUMMERSVILLE, NEAR THE JUNCTION OF STATE HIGHWAY 41, ON TOP
 HX1068'OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF STATE HIGHWAY
 HX1068'41 BRIDGE OVER MUDDLETY CREEK, 12 FEET SOUTH OF THE CENTER
 HX1068'LINE OF THE STATE HIGHWAY, 264 FEET EAST OF THE CENTER LINE
 HX1068'OF U.S. HIGHWAY 19, 3 FEET WEST OF THE WEST END OF THE SOUTH
 HX1068'CONCRETE BANNISTER OF THE BRIDGE AND 1/2 FOOT ABOVE THE LEVEL
 HX1068'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1224 ***********************************************************************
 HX1224  DESIGNATION -  N 225
 HX1224  PID         -  HX1224
 HX1224  STATE/COUNTY-  WV/NICHOLAS
 HX1224  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1224
 HX1224                         *CURRENT SURVEY CONTROL
 HX1224  ___________________________________________________________________
 HX1224* NAD 83(1986)-  38 16 35.     (N)    080 50 15.     (W)     SCALED    
 HX1224* NAVD 88     -       552.286  (meters)    1811.96   (feet)  ADJUSTED  
 HX1224  ___________________________________________________________________
 HX1224  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HX1224  DYNAMIC HT  -         551.863 (meters)    1810.57  (feet)  COMP
 HX1224  MODELED GRAV-     979,845.3   (mgal)                       NAVD 88
 HX1224
 HX1224  VERT ORDER  -  SECOND    CLASS 0
 HX1224
 HX1224.The horizontal coordinates were scaled from a topographic map and have
 HX1224.an estimated accuracy of +/- 6 seconds.
 HX1224
 HX1224.The orthometric height was determined by differential leveling
 HX1224.and adjusted by the National Geodetic Survey in June 1991..
 HX1224
 HX1224.The geoid height was determined by GEOID03.
 HX1224
 HX1224.The dynamic height is computed by dividing the NAVD 88
 HX1224.geopotential number by the normal gravity value computed on the
 HX1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1224.degrees latitude (g = 980.6199 gals.).
 HX1224
 HX1224.The modeled gravity was interpolated from observed gravity values.
 HX1224
 HX1224;                    North         East    Units  Estimated Accuracy
 HX1224;SPC WV S     -   141,680.      614,220.      MT  (+/- 180 meters Scaled)
 HX1224
 HX1224                          SUPERSEDED SURVEY CONTROL
 HX1224
 HX1224  NGVD 29 (??/??/92)  552.441  (m)         1812.47   (f) ADJ UNCH    2 0
 HX1224
 HX1224.Superseded values are not recommended for survey control.
 HX1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1224.See file dsdata.txt to determine how the superseded data were derived.
 HX1224
 HX1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC142364(NAD 83)
 HX1224_MARKER: DB = BENCH MARK DISK
 HX1224_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1224_SP_SET: UNSPECIFIED ROCK
 HX1224_STAMPING: N 225 1961
 HX1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1224
 HX1224  HISTORY     - Date     Condition        Report By
 HX1224  HISTORY     - 1961     MONUMENTED       CGS
 HX1224
 HX1224                          STATION DESCRIPTION
 HX1224
 HX1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1224'1.1 MI SE FROM SUMMERSVILLE.
 HX1224'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1224'AT SUMMERSVILLE, THENCE 0.85 MILE SOUTHEAST ALONG STATE HIGHWAY
 HX1224'39, AT THE JUNCTION OF KENTUCKY ROAD, SET VERTICALLY IN THE
 HX1224'SOUTHWEST FACE OF A 15-BY-4-FOOT ROCK PROJECTING OUT OF THE
 HX1224'HIGHWAY BANK, 16 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 HX1224'HIGHWAY, 94 FEET EAST OF THE CENTER OF THE JUNCTION OF THE
 HX1224'HIGHWAY AND THE ROAD, 4 FEET NORTHWEST OF THE SOUTHEAST END OF
 HX1224'THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1044 ***********************************************************************
 HX1044  DESIGNATION -  N 226
 HX1044  PID         -  HX1044
 HX1044  STATE/COUNTY-  WV/NICHOLAS
 HX1044  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1044
 HX1044                         *CURRENT SURVEY CONTROL
 HX1044  ___________________________________________________________________
 HX1044* NAD 83(1986)-  38 20 20.     (N)    080 40 13.     (W)     SCALED    
 HX1044* NAVD 88     -       701.699  (meters)    2302.16   (feet)  ADJUSTED  
 HX1044  ___________________________________________________________________
 HX1044  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 HX1044  DYNAMIC HT  -         701.153 (meters)    2300.37  (feet)  COMP
 HX1044  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 HX1044
 HX1044  VERT ORDER  -  SECOND    CLASS 0
 HX1044
 HX1044.The horizontal coordinates were scaled from a topographic map and have
 HX1044.an estimated accuracy of +/- 6 seconds.
 HX1044
 HX1044.The orthometric height was determined by differential leveling
 HX1044.and adjusted by the National Geodetic Survey in June 1991..
 HX1044
 HX1044.The geoid height was determined by GEOID03.
 HX1044
 HX1044.The dynamic height is computed by dividing the NAVD 88
 HX1044.geopotential number by the normal gravity value computed on the
 HX1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1044.degrees latitude (g = 980.6199 gals.).
 HX1044
 HX1044.The modeled gravity was interpolated from observed gravity values.
 HX1044
 HX1044;                    North         East    Units  Estimated Accuracy
 HX1044;SPC WV S     -   148,650.      628,820.      MT  (+/- 180 meters Scaled)
 HX1044
 HX1044                          SUPERSEDED SURVEY CONTROL
 HX1044
 HX1044  NGVD 29 (??/??/92)  701.844  (m)         2302.63   (f) ADJ UNCH    2 0
 HX1044
 HX1044.Superseded values are not recommended for survey control.
 HX1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1044.See file dsdata.txt to determine how the superseded data were derived.
 HX1044
 HX1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC288434(NAD 83)
 HX1044_MARKER: DB = BENCH MARK DISK
 HX1044_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1044_SP_SET: UNSPECIFIED ROCK
 HX1044_STAMPING: N 226 1961
 HX1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1044
 HX1044  HISTORY     - Date     Condition        Report By
 HX1044  HISTORY     - 1961     MONUMENTED       CGS
 HX1044
 HX1044                          STATION DESCRIPTION
 HX1044
 HX1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1044'1.3 MI NW FROM CRAIGSVILLE.
 HX1044'ABOUT 1.3 MILES NORTHWEST ALONG STATE HIGHWAY 41 FROM THE
 HX1044'JUNCTION OF STATE HIGHWAY 20 AT CRAIGSVILLE, 0.5 MILE SOUTHEAST
 HX1044'OF THE JUNCTION OF A BLACK TOP ROAD LEADING NORTH, 0.35 MILE
 HX1044'SOUTHEAST OF THE BEAVER GRADE SCHOOL, SET VERTICALLY IN THE
 HX1044'SOUTHEAST FACE OF A 4 BY-2-FOOT ROCK PROJECTING OUT OF THE
 HX1044'NORTHWEST ROAD BANK ON A LONG HILL, 18 1/2 FEET NORTHWEST OF
 HX1044'THE CENTER LINE OF THE HIGHWAY, 45 FEET NORTH AND ACROSS THE
 HX1044'HIGHWAY FROM TELEPHONE POLE NO. 90-625, 2.8 FEET NORTHEAST OF
 HX1044'THE SOUTHWEST END OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE
 HX1044'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1262 ***********************************************************************
 HX1262  DESIGNATION -  N 227
 HX1262  PID         -  HX1262
 HX1262  STATE/COUNTY-  WV/NICHOLAS
 HX1262  USGS QUAD   -  RICHWOOD (1995)
 HX1262
 HX1262                         *CURRENT SURVEY CONTROL
 HX1262  ___________________________________________________________________
 HX1262* NAD 83(1986)-  38 13 08.     (N)    080 36 19.     (W)     SCALED    
 HX1262* NAVD 88     -       873.152  (meters)    2864.67   (feet)  ADJUSTED  
 HX1262  ___________________________________________________________________
 HX1262  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX1262  DYNAMIC HT  -         872.450 (meters)    2862.36  (feet)  COMP
 HX1262  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 HX1262
 HX1262  VERT ORDER  -  SECOND    CLASS 0
 HX1262
 HX1262.The horizontal coordinates were scaled from a topographic map and have
 HX1262.an estimated accuracy of +/- 6 seconds.
 HX1262
 HX1262.The orthometric height was determined by differential leveling
 HX1262.and adjusted by the National Geodetic Survey in June 1991..
 HX1262
 HX1262.The geoid height was determined by GEOID03.
 HX1262
 HX1262.The dynamic height is computed by dividing the NAVD 88
 HX1262.geopotential number by the normal gravity value computed on the
 HX1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1262.degrees latitude (g = 980.6199 gals.).
 HX1262
 HX1262.The modeled gravity was interpolated from observed gravity values.
 HX1262
 HX1262;                    North         East    Units  Estimated Accuracy
 HX1262;SPC WV S     -   135,360.      634,560.      MT  (+/- 180 meters Scaled)
 HX1262
 HX1262                          SUPERSEDED SURVEY CONTROL
 HX1262
 HX1262  NGVD 29 (??/??/92)  873.293  (m)         2865.13   (f) ADJ UNCH    2 0
 HX1262
 HX1262.Superseded values are not recommended for survey control.
 HX1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1262.See file dsdata.txt to determine how the superseded data were derived.
 HX1262
 HX1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC345301(NAD 83)
 HX1262_MARKER: DB = BENCH MARK DISK
 HX1262_SETTING: 66 = SET IN ROCK OUTCROP
 HX1262_SP_SET: ROCK CUT
 HX1262_STAMPING: N 227 1961
 HX1262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1262+STABILITY: POSITION/ELEVATION WELL
 HX1262
 HX1262  HISTORY     - Date     Condition        Report By
 HX1262  HISTORY     - 1961     MONUMENTED       CGS
 HX1262
 HX1262                          STATION DESCRIPTION
 HX1262
 HX1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1262'2.4 MI SW FROM FENWICK.
 HX1262'ABOUT 2.45 MILES SOUTHWEST ALONG STATE HIGHWAY 20 AND 39 FROM THE
 HX1262'HIGHWAY BRIDGE OVER CHERRY RIVER AT FENWICK, 0.6 MILE NORTHEAST OF
 HX1262'THE NEW HOPE GRADE SCHOOL, ON THE NORTHEAST SLOPE OF A MOUNTAIN,
 HX1262'AT THE OUTSIDE OF A CURVE, SET VERTICALLY IN THE SOUTHWEST FACE
 HX1262'OF A ROCK CUT THAT IS 35 YARDS LONG AND 8 FEET HIGH, 20 FEET
 HX1262'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT ABOVE THE
 HX1262'LEVEL OF THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1377 ***********************************************************************
 HX1377  DESIGNATION -  N 228
 HX1377  PID         -  HX1377
 HX1377  STATE/COUNTY-  WV/GREENBRIER
 HX1377  USGS QUAD   -  DUO (1995)
 HX1377
 HX1377                         *CURRENT SURVEY CONTROL
 HX1377  ___________________________________________________________________
 HX1377* NAD 83(1986)-  38 04 59.     (N)    080 32 10.     (W)     SCALED    
 HX1377* NAVD 88     -      1133.994  (meters)    3720.45   (feet)  ADJUSTED  
 HX1377  ___________________________________________________________________
 HX1377  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HX1377  DYNAMIC HT  -        1133.017 (meters)    3717.24  (feet)  COMP
 HX1377  MODELED GRAV-     979,726.4   (mgal)                       NAVD 88
 HX1377
 HX1377  VERT ORDER  -  SECOND    CLASS 0
 HX1377
 HX1377.The horizontal coordinates were scaled from a topographic map and have
 HX1377.an estimated accuracy of +/- 6 seconds.
 HX1377
 HX1377.The orthometric height was determined by differential leveling
 HX1377.and adjusted by the National Geodetic Survey in June 1991..
 HX1377
 HX1377.The geoid height was determined by GEOID03.
 HX1377
 HX1377.The dynamic height is computed by dividing the NAVD 88
 HX1377.geopotential number by the normal gravity value computed on the
 HX1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1377.degrees latitude (g = 980.6199 gals.).
 HX1377
 HX1377.The modeled gravity was interpolated from observed gravity values.
 HX1377
 HX1377;                    North         East    Units  Estimated Accuracy
 HX1377;SPC WV S     -   120,310.      640,700.      MT  (+/- 180 meters Scaled)
 HX1377
 HX1377                          SUPERSEDED SURVEY CONTROL
 HX1377
 HX1377  NGVD 29 (??/??/92) 1134.110  (m)         3720.83   (f) ADJ UNCH    2 0
 HX1377
 HX1377.Superseded values are not recommended for survey control.
 HX1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1377.See file dsdata.txt to determine how the superseded data were derived.
 HX1377
 HX1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC406151(NAD 83)
 HX1377_MARKER: DB = BENCH MARK DISK
 HX1377_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1377_SP_SET: UNSPECIFIED ROCK
 HX1377_STAMPING: N 228 1961
 HX1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1377
 HX1377  HISTORY     - Date     Condition        Report By
 HX1377  HISTORY     - 1961     MONUMENTED       CGS
 HX1377
 HX1377                          STATION DESCRIPTION
 HX1377
 HX1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1377'3.2 MI SE FROM CLEARCO.
 HX1377'ABOUT 0.35 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX1377'AT CLEARCO, THENCE 2.9 MILES SOUTHEAST ALONG A GRADED ROAD, ABOUT
 HX1377'0.3 MILE SOUTH OF A Y JUNCTION, ABOUT MIDWAY BETWEEN THE SOUTH
 HX1377'TWO OF THREE SMALL COAL TIPPLES, SET ON THE TOP OF THE EAST
 HX1377'CORNER OF A FLAT ROCK THAT IS ABOUT 12 FEET WIDE AND 2 FEET
 HX1377'HIGH AND PROJECTS OUT OF A HILLSIDE, 24 FEET WEST OF THE CENTER
 HX1377'LINE OF THE ROAD, 2 FEET NORTHWEST OF THE EAST CORNER OF THE
 HX1377'ROCK AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0945 ***********************************************************************
 GX0945  DESIGNATION -  N 229
 GX0945  PID         -  GX0945
 GX0945  STATE/COUNTY-  WV/FAYETTE
 GX0945  USGS QUAD   -  RAINELLE (1976)
 GX0945
 GX0945                         *CURRENT SURVEY CONTROL
 GX0945  ___________________________________________________________________
 GX0945* NAD 83(1986)-  37 58 46.     (N)    080 49 54.     (W)     SCALED    
 GX0945* NAVD 88     -       908.836  (meters)    2981.74   (feet)  ADJUSTED  
 GX0945  ___________________________________________________________________
 GX0945  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX0945  DYNAMIC HT  -         908.081 (meters)    2979.26  (feet)  COMP
 GX0945  MODELED GRAV-     979,766.1   (mgal)                       NAVD 88
 GX0945
 GX0945  VERT ORDER  -  SECOND    CLASS 0
 GX0945
 GX0945.The horizontal coordinates were scaled from a topographic map and have
 GX0945.an estimated accuracy of +/- 6 seconds.
 GX0945
 GX0945.The orthometric height was determined by differential leveling
 GX0945.and adjusted by the National Geodetic Survey in June 1991..
 GX0945
 GX0945.The geoid height was determined by GEOID03.
 GX0945
 GX0945.The dynamic height is computed by dividing the NAVD 88
 GX0945.geopotential number by the normal gravity value computed on the
 GX0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0945.degrees latitude (g = 980.6199 gals.).
 GX0945
 GX0945.The modeled gravity was interpolated from observed gravity values.
 GX0945
 GX0945;                    North         East    Units  Estimated Accuracy
 GX0945;SPC WV S     -   108,720.      614,790.      MT  (+/- 180 meters Scaled)
 GX0945
 GX0945                          SUPERSEDED SURVEY CONTROL
 GX0945
 GX0945  NGVD 29 (??/??/92)  908.982  (m)         2982.22   (f) ADJ UNCH    2 0
 GX0945
 GX0945.Superseded values are not recommended for survey control.
 GX0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0945.See file dsdata.txt to determine how the superseded data were derived.
 GX0945
 GX0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC147035(NAD 83)
 GX0945_MARKER: DB = BENCH MARK DISK
 GX0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0945_SP_SET: CULVERT
 GX0945_STAMPING: N 229 1961
 GX0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0945
 GX0945  HISTORY     - Date     Condition        Report By
 GX0945  HISTORY     - 1961     MONUMENTED       CGS
 GX0945
 GX0945                          STATION DESCRIPTION
 GX0945
 GX0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0945'4.1 MI W FROM RAINELLE.
 GX0945'ABOUT 4.1 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GX0945'STATE HIGHWAY 20 AT RAINELLE, 0.7 MILE EAST OF THE JUNCTION OF
 GX0945'GLADE CREEK ROAD, AT THE OUTSIDE OF A CURVE, SET IN THE TOP OF
 GX0945'THE SOUTH WALL OF A CONCRETE CATCH BASIN THAT IS AT THE SOUTHWEST
 GX0945'END OF A 36 INCH PIPE CULVERT UNDER THE HIGHWAY, 21 FEET SOUTHWEST
 GX0945'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF THE EAST
 GX0945'CORNER OF THE CATCH BASIN, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0231 ***********************************************************************
 JX0231  DESIGNATION -  N 23
 JX0231  PID         -  JX0231
 JX0231  STATE/COUNTY-  WV/HARRISON
 JX0231  USGS QUAD   -  FOLSOM (1976)
 JX0231
 JX0231                         *CURRENT SURVEY CONTROL
 JX0231  ___________________________________________________________________
 JX0231* NAD 83(1986)-  39 25 25.     (N)    080 30 58.     (W)     SCALED    
 JX0231* NAVD 88     -       324.744  (meters)    1065.43   (feet)  ADJUSTED  
 JX0231  ___________________________________________________________________
 JX0231  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JX0231  DYNAMIC HT  -         324.548 (meters)    1064.79  (feet)  COMP
 JX0231  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 JX0231
 JX0231  VERT ORDER  -  SECOND    CLASS 0
 JX0231
 JX0231.The horizontal coordinates were scaled from a topographic map and have
 JX0231.an estimated accuracy of +/- 6 seconds.
 JX0231
 JX0231.The orthometric height was determined by differential leveling
 JX0231.and adjusted by the National Geodetic Survey in June 1991..
 JX0231
 JX0231.The geoid height was determined by GEOID03.
 JX0231
 JX0231.The dynamic height is computed by dividing the NAVD 88
 JX0231.geopotential number by the normal gravity value computed on the
 JX0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0231.degrees latitude (g = 980.6199 gals.).
 JX0231
 JX0231.The modeled gravity was interpolated from observed gravity values.
 JX0231
 JX0231;                    North         East    Units  Estimated Accuracy
 JX0231;SPC WV N     -   103,030.      512,510.      MT  (+/- 180 meters Scaled)
 JX0231
 JX0231                          SUPERSEDED SURVEY CONTROL
 JX0231
 JX0231  NGVD 29 (??/??/92)  324.898  (m)         1065.94   (f) ADJ UNCH    2 0
 JX0231
 JX0231.Superseded values are not recommended for survey control.
 JX0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0231.See file dsdata.txt to determine how the superseded data were derived.
 JX0231
 JX0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND416638(NAD 83)
 JX0231_MARKER: DB = BENCH MARK DISK
 JX0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0231_STAMPING: N 23 1935
 JX0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0231+STABILITY: SURFACE MOTION
 JX0231
 JX0231  HISTORY     - Date     Condition        Report By
 JX0231  HISTORY     - 1935     MONUMENTED       CGS
 JX0231  HISTORY     - 1957     GOOD             NGS
 JX0231
 JX0231                          STATION DESCRIPTION
 JX0231
 JX0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0231'AT RINEHART.
 JX0231'AT RINEHART, ALONG THE BALTIMORE AND OHIO RAILROAD, 85 YARDS
 JX0231'SOUTHEAST OF THE ROAD CROSSING, 19.4 FEET NORTHEAST OF NORTHEAST
 JX0231'RAIL, 46 1/2 FEET WEST OF THE NORTHWEST END OF NORTHEAST HEAD
 JX0231'WALL OF A STONE MASONRY BRIDGE OVER MUDLICK RUN, 47 1/2 FEET
 JX0231'SOUTHEAST OF MILEAGE POLE NO. 36+11, 1 FOOT NORTHWEST OF A
 JX0231'CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET
 JX0231'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0649 ***********************************************************************
 GX0649  DESIGNATION -  N 230
 GX0649  PID         -  GX0649
 GX0649  STATE/COUNTY-  WV/GREENBRIER
 GX0649  USGS QUAD   -  CORNSTALK (1981)
 GX0649
 GX0649                         *CURRENT SURVEY CONTROL
 GX0649  ___________________________________________________________________
 GX0649* NAD 83(1986)-  37 55 21.     (N)    080 31 44.     (W)     SCALED    
 GX0649* NAVD 88     -       655.380  (meters)    2150.19   (feet)  ADJUSTED  
 GX0649  ___________________________________________________________________
 GX0649  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX0649  DYNAMIC HT  -         654.837 (meters)    2148.41  (feet)  COMP
 GX0649  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GX0649
 GX0649  VERT ORDER  -  SECOND    CLASS 0
 GX0649
 GX0649.The horizontal coordinates were scaled from a topographic map and have
 GX0649.an estimated accuracy of +/- 6 seconds.
 GX0649
 GX0649.The orthometric height was determined by differential leveling
 GX0649.and adjusted by the National Geodetic Survey in June 1991..
 GX0649
 GX0649.The geoid height was determined by GEOID03.
 GX0649
 GX0649.The dynamic height is computed by dividing the NAVD 88
 GX0649.geopotential number by the normal gravity value computed on the
 GX0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0649.degrees latitude (g = 980.6199 gals.).
 GX0649
 GX0649.The modeled gravity was interpolated from observed gravity values.
 GX0649
 GX0649;                    North         East    Units  Estimated Accuracy
 GX0649;SPC WV S     -   102,490.      641,420.      MT  (+/- 180 meters Scaled)
 GX0649
 GX0649                          SUPERSEDED SURVEY CONTROL
 GX0649
 GX0649  NGVD 29 (??/??/92)  655.528  (m)         2150.68   (f) ADJ UNCH    2 0
 GX0649
 GX0649.Superseded values are not recommended for survey control.
 GX0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0649.See file dsdata.txt to determine how the superseded data were derived.
 GX0649
 GX0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB414973(NAD 83)
 GX0649_MARKER: DD = SURVEY DISK
 GX0649_SETTING: 66 = SET IN ROCK OUTCROP
 GX0649_SP_SET: ROCK
 GX0649_STAMPING: N 230 1961
 GX0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0649+STABILITY: POSITION/ELEVATION WELL
 GX0649
 GX0649  HISTORY     - Date     Condition        Report By
 GX0649  HISTORY     - 1961     MONUMENTED       CGS
 GX0649
 GX0649                          STATION DESCRIPTION
 GX0649
 GX0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0649'2 MI S FROM CORNSTALK.
 GX0649'ABOUT 2.0 MILES SOUTH ALONG COUNTY ROAD NO. 9 FROM THE POST
 GX0649'OFFICE AND THE GENERAL STORE AT CORNSTALK, ABOUT 1.5 MILE NORTH
 GX0649'OF THE SINKING SPRING BAPTIST CHURCH, AT THE OUTSIDE OF A CURVE,
 GX0649'SET ON THE TOP OF THE NORTHWEST EDGE OF A ROCK THAT IS ABOUT
 GX0649'7 FEET LONG AND 2 FEET HIGH, 21 FEET SOUTHEAST OF THE CENTER
 GX0649'LINE OF THE ROAD, 10 FEET EAST OF A TELEPHONE POLE, 1 1/2 FEET
 GX0649'SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK AND 2 1/2 FEET
 GX0649'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0168 ***********************************************************************
 GX0168  DESIGNATION -  N 231
 GX0168  PID         -  GX0168
 GX0168  STATE/COUNTY-  WV/GREENBRIER
 GX0168  USGS QUAD   -  ANTHONY (1995)
 GX0168
 GX0168                         *CURRENT SURVEY CONTROL
 GX0168  ___________________________________________________________________
 GX0168* NAD 83(1986)-  37 54 56.     (N)    080 22 01.     (W)     SCALED    
 GX0168* NAVD 88     -       681.911  (meters)    2237.24   (feet)  ADJUSTED  
 GX0168  ___________________________________________________________________
 GX0168  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX0168  DYNAMIC HT  -         681.344 (meters)    2235.38  (feet)  COMP
 GX0168  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GX0168
 GX0168  VERT ORDER  -  SECOND    CLASS 0
 GX0168
 GX0168.The horizontal coordinates were scaled from a topographic map and have
 GX0168.an estimated accuracy of +/- 6 seconds.
 GX0168
 GX0168.The orthometric height was determined by differential leveling
 GX0168.and adjusted by the National Geodetic Survey in June 1991..
 GX0168
 GX0168.The geoid height was determined by GEOID03.
 GX0168
 GX0168.The dynamic height is computed by dividing the NAVD 88
 GX0168.geopotential number by the normal gravity value computed on the
 GX0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0168.degrees latitude (g = 980.6199 gals.).
 GX0168
 GX0168.The modeled gravity was interpolated from observed gravity values.
 GX0168
 GX0168;                    North         East    Units  Estimated Accuracy
 GX0168;SPC WV S     -   101,810.      655,660.      MT  (+/- 180 meters Scaled)
 GX0168
 GX0168                          SUPERSEDED SURVEY CONTROL
 GX0168
 GX0168  NGVD 29 (??/??/92)  682.064  (m)         2237.74   (f) ADJ UNCH    2 0
 GX0168
 GX0168.Superseded values are not recommended for survey control.
 GX0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0168.See file dsdata.txt to determine how the superseded data were derived.
 GX0168
 GX0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB556966(NAD 83)
 GX0168_MARKER: DB = BENCH MARK DISK
 GX0168_SETTING: 66 = SET IN ROCK OUTCROP
 GX0168_SP_SET: ROCK
 GX0168_STAMPING: N 231 1961
 GX0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0168+STABILITY: POSITION/ELEVATION WELL
 GX0168
 GX0168  HISTORY     - Date     Condition        Report By
 GX0168  HISTORY     - 1961     MONUMENTED       CGS
 GX0168
 GX0168                          STATION DESCRIPTION
 GX0168
 GX0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0168'1.4 MI SE FROM FRANKFORD.
 GX0168'ABOUT 0.3 MILE SOUTH ALONG U.S. HIGHWAY 219 FROM THE FRANKFORD
 GX0168'PRESBYTERIAN CHURCH AT FRANKFORD, THENCE 1.05 MILES EAST ALONG
 GX0168'A BLACK TOP ROAD, 0.9 MILE WEST OF THE JUNCTION OF A SIDE ROAD
 GX0168'LEADING SOUTH, 0.25 MILE SOUTHEAST OF THE JUNCTION OF A SIDE
 GX0168'ROAD LEADING SOUTH TO VAGO, ON THE WEST SLOPE OF A SHORT STEEP
 GX0168'HILL, SET VERTICALLY IN THE NORTH FACE OF A ROCK THAT IS ABOUT
 GX0168'6 FEET LONG AND 4 FEET HIGH AND IS PART OF A 4 FOOT HIGH CUT
 GX0168'BANK, 12 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 GX0168'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0945 ***********************************************************************
 HX0945  DESIGNATION -  N 232
 HX0945  PID         -  HX0945
 HX0945  STATE/COUNTY-  WV/GREENBRIER
 HX0945  USGS QUAD   -  DROOP (1995)
 HX0945
 HX0945                         *CURRENT SURVEY CONTROL
 HX0945  ___________________________________________________________________
 HX0945* NAD 83(1986)-  38 00 19.     (N)    080 22 13.     (W)     SCALED    
 HX0945* NAVD 88     -       640.523  (meters)    2101.45   (feet)  ADJUSTED  
 HX0945  ___________________________________________________________________
 HX0945  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HX0945  DYNAMIC HT  -         639.998 (meters)    2099.73  (feet)  COMP
 HX0945  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 HX0945
 HX0945  VERT ORDER  -  SECOND    CLASS 0
 HX0945
 HX0945.The horizontal coordinates were scaled from a topographic map and have
 HX0945.an estimated accuracy of +/- 6 seconds.
 HX0945
 HX0945.The orthometric height was determined by differential leveling
 HX0945.and adjusted by the National Geodetic Survey in June 1991..
 HX0945
 HX0945.The geoid height was determined by GEOID03.
 HX0945
 HX0945.The dynamic height is computed by dividing the NAVD 88
 HX0945.geopotential number by the normal gravity value computed on the
 HX0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0945.degrees latitude (g = 980.6199 gals.).
 HX0945
 HX0945.The modeled gravity was interpolated from observed gravity values.
 HX0945
 HX0945;                    North         East    Units  Estimated Accuracy
 HX0945;SPC WV S     -   111,760.      655,300.      MT  (+/- 180 meters Scaled)
 HX0945
 HX0945                          SUPERSEDED SURVEY CONTROL
 HX0945
 HX0945  NGVD 29 (??/??/92)  640.663  (m)         2101.91   (f) ADJ UNCH    2 0
 HX0945
 HX0945.Superseded values are not recommended for survey control.
 HX0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0945.See file dsdata.txt to determine how the superseded data were derived.
 HX0945
 HX0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC552065(NAD 83)
 HX0945_MARKER: DB = BENCH MARK DISK
 HX0945_SETTING: 66 = SET IN ROCK OUTCROP
 HX0945_SP_SET: ROCK CUT
 HX0945_STAMPING: N 232 1961
 HX0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0945+STABILITY: POSITION/ELEVATION WELL
 HX0945
 HX0945  HISTORY     - Date     Condition        Report By
 HX0945  HISTORY     - 1961     MONUMENTED       CGS
 HX0945
 HX0945                          STATION DESCRIPTION
 HX0945
 HX0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0945'1.7 MI NW FROM RENICK.
 HX0945'0.45 MILE SOUTH ALONG U.S. HIGHWAY 219 FROM THE RENICK SCHOOL AT
 HX0945'RENICK, THENCE 1.25 MILES NORTHWEST ALONG COUNTY ROAD NO. 2, ON
 HX0945'THE SOUTH SLOPE OF A SHORT HILL, SET VERTICALLY IN THE WEST FACE
 HX0945'OF A ROCK CUT THAT IS 20 FEET LONG AND 6 FEET HIGH AT THE HIGHEST
 HX0945'POINT, 19 FEET EAST OF THE CENTER LINE OF THE ROAD, 10 FEET
 HX0945'NORTH OF THE SOUTH END OF THE ROCK AND 2 FEET ABOVE THE LEVEL
 HX0945'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0961 ***********************************************************************
 HX0961  DESIGNATION -  N 233
 HX0961  PID         -  HX0961
 HX0961  STATE/COUNTY-  WV/GREENBRIER
 HX0961  USGS QUAD   -  TROUT (1995)
 HX0961
 HX0961                         *CURRENT SURVEY CONTROL
 HX0961  ___________________________________________________________________
 HX0961* NAD 83(1986)-  38 02 29.     (N)    080 28 22.     (W)     SCALED    
 HX0961* NAVD 88     -       866.381  (meters)    2842.45   (feet)  ADJUSTED  
 HX0961  ___________________________________________________________________
 HX0961  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HX0961  DYNAMIC HT  -         865.648 (meters)    2840.05  (feet)  COMP
 HX0961  MODELED GRAV-     979,753.8   (mgal)                       NAVD 88
 HX0961
 HX0961  VERT ORDER  -  SECOND    CLASS 0
 HX0961
 HX0961.The horizontal coordinates were scaled from a topographic map and have
 HX0961.an estimated accuracy of +/- 6 seconds.
 HX0961
 HX0961.The orthometric height was determined by differential leveling
 HX0961.and adjusted by the National Geodetic Survey in June 1991..
 HX0961
 HX0961.The geoid height was determined by GEOID03.
 HX0961
 HX0961.The dynamic height is computed by dividing the NAVD 88
 HX0961.geopotential number by the normal gravity value computed on the
 HX0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0961.degrees latitude (g = 980.6199 gals.).
 HX0961
 HX0961.The modeled gravity was interpolated from observed gravity values.
 HX0961
 HX0961;                    North         East    Units  Estimated Accuracy
 HX0961;SPC WV S     -   115,710.      646,280.      MT  (+/- 180 meters Scaled)
 HX0961
 HX0961                          SUPERSEDED SURVEY CONTROL
 HX0961
 HX0961  NGVD 29 (??/??/92)  866.503  (m)         2842.85   (f) ADJ UNCH    2 0
 HX0961
 HX0961.Superseded values are not recommended for survey control.
 HX0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0961.See file dsdata.txt to determine how the superseded data were derived.
 HX0961
 HX0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC462105(NAD 83)
 HX0961_MARKER: DB = BENCH MARK DISK
 HX0961_SETTING: 66 = SET IN ROCK OUTCROP
 HX0961_SP_SET: ROCK OUTCROP
 HX0961_STAMPING: N 233 1961
 HX0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0961+STABILITY: POSITION/ELEVATION WELL
 HX0961
 HX0961  HISTORY     - Date     Condition        Report By
 HX0961  HISTORY     - 1961     MONUMENTED       CGS
 HX0961
 HX0961                          STATION DESCRIPTION
 HX0961
 HX0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0961'2.2 MI N FROM TROUT.
 HX0961'2.2 MILES NORTH ALONG A BLACK TOP AND GRADED ROAD FROM THE FIRST
 HX0961'BAPTIST CHURCH AT TROUT, ABOUT 75 YARDS NORTH OF AN UNPAINTED
 HX0961'BARN, SET ON TOP OF THE SOUTHWEST END OF A ROCK OUTCROP THAT
 HX0961'IS 12-FEET LONG X 5-FEET WIDE AND 2 1/2-FEET HIGH AT THE
 HX0961'SOUTHWEST END, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 HX0961'2 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK AND 3 FEET
 HX0961'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1062 ***********************************************************************
 HX1062  DESIGNATION -  N 234
 HX1062  PID         -  HX1062
 HX1062  STATE/COUNTY-  WV/NICHOLAS
 HX1062  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1062
 HX1062                         *CURRENT SURVEY CONTROL
 HX1062  ___________________________________________________________________
 HX1062* NAD 83(1986)-  38 22 02.     (N)    080 49 36.     (W)     SCALED    
 HX1062* NAVD 88     -       564.075  (meters)    1850.64   (feet)  ADJUSTED  
 HX1062  ___________________________________________________________________
 HX1062  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 HX1062  DYNAMIC HT  -         563.652 (meters)    1849.25  (feet)  COMP
 HX1062  MODELED GRAV-     979,860.0   (mgal)                       NAVD 88
 HX1062
 HX1062  VERT ORDER  -  SECOND    CLASS 0
 HX1062
 HX1062.The horizontal coordinates were scaled from a topographic map and have
 HX1062.an estimated accuracy of +/- 6 seconds.
 HX1062
 HX1062.The orthometric height was determined by differential leveling
 HX1062.and adjusted by the National Geodetic Survey in June 1991..
 HX1062
 HX1062.The geoid height was determined by GEOID03.
 HX1062
 HX1062.The dynamic height is computed by dividing the NAVD 88
 HX1062.geopotential number by the normal gravity value computed on the
 HX1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1062.degrees latitude (g = 980.6199 gals.).
 HX1062
 HX1062.The modeled gravity was interpolated from observed gravity values.
 HX1062
 HX1062;                    North         East    Units  Estimated Accuracy
 HX1062;SPC WV S     -   151,760.      615,150.      MT  (+/- 180 meters Scaled)
 HX1062
 HX1062                          SUPERSEDED SURVEY CONTROL
 HX1062
 HX1062  NGVD 29 (??/??/92)  564.231  (m)         1851.15   (f) ADJ UNCH    2 0
 HX1062
 HX1062.Superseded values are not recommended for survey control.
 HX1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1062.See file dsdata.txt to determine how the superseded data were derived.
 HX1062
 HX1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC151465(NAD 83)
 HX1062_MARKER: DB = BENCH MARK DISK
 HX1062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1062_SP_SET: CULVERT
 HX1062_STAMPING: N 234 1961
 HX1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1062
 HX1062  HISTORY     - Date     Condition        Report By
 HX1062  HISTORY     - 1961     MONUMENTED       CGS
 HX1062
 HX1062                          STATION DESCRIPTION
 HX1062
 HX1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1062'0.3 MI SW FROM MUDDLETY.
 HX1062'ABOUT 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE JUNCTION
 HX1062'OF STATE HIGHWAY 43 AT MUDDLETY, ABOUT 75 YARDS EAST OF THE
 HX1062'CENTER LINE OF A DRIVE LEADING TO THE MUDDLETY SCHOOL, SET ON
 HX1062'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 HX1062'6-FOOT BOX CULVERT UNDER THE HIGHWAY FOR ENOCH BRANCH, 15 FEET
 HX1062'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF THE
 HX1062'EAST END OF THE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY
 HX1062'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1418 ***********************************************************************
 HX1418  DESIGNATION -  N 236
 HX1418  PID         -  HX1418
 HX1418  STATE/COUNTY-  WV/GREENBRIER
 HX1418  USGS QUAD   -  QUINWOOD (1995)
 HX1418
 HX1418                         *CURRENT SURVEY CONTROL
 HX1418  ___________________________________________________________________
 HX1418* NAD 83(1986)-  38 03 42.     (N)    080 44 46.     (W)     SCALED    
 HX1418* NAVD 88     -       987.089  (meters)    3238.47   (feet)  ADJUSTED  
 HX1418  ___________________________________________________________________
 HX1418  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX1418  DYNAMIC HT  -         986.278 (meters)    3235.81  (feet)  COMP
 HX1418  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 HX1418
 HX1418  VERT ORDER  -  SECOND    CLASS 0
 HX1418
 HX1418.The horizontal coordinates were scaled from a topographic map and have
 HX1418.an estimated accuracy of +/- 6 seconds.
 HX1418
 HX1418.The orthometric height was determined by differential leveling
 HX1418.and adjusted by the National Geodetic Survey in June 1991..
 HX1418
 HX1418.The geoid height was determined by GEOID03.
 HX1418
 HX1418.The dynamic height is computed by dividing the NAVD 88
 HX1418.geopotential number by the normal gravity value computed on the
 HX1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1418.degrees latitude (g = 980.6199 gals.).
 HX1418
 HX1418.The modeled gravity was interpolated from observed gravity values.
 HX1418
 HX1418;                    North         East    Units  Estimated Accuracy
 HX1418;SPC WV S     -   117,860.      622,280.      MT  (+/- 180 meters Scaled)
 HX1418
 HX1418                          SUPERSEDED SURVEY CONTROL
 HX1418
 HX1418  NGVD 29 (??/??/92)  987.239  (m)         3238.97   (f) ADJ UNCH    2 0
 HX1418
 HX1418.Superseded values are not recommended for survey control.
 HX1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1418.See file dsdata.txt to determine how the superseded data were derived.
 HX1418
 HX1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC222126(NAD 83)
 HX1418_MARKER: DB = BENCH MARK DISK
 HX1418_SETTING: 66 = SET IN ROCK OUTCROP
 HX1418_SP_SET: ROCK BLUFF
 HX1418_STAMPING: N 236 1962
 HX1418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1418+STABILITY: POSITION/ELEVATION WELL
 HX1418
 HX1418  HISTORY     - Date     Condition        Report By
 HX1418  HISTORY     - 1962     MONUMENTED       CGS
 HX1418
 HX1418                          STATION DESCRIPTION
 HX1418
 HX1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1418'2.6 MI W FROM QUINWOOD.
 HX1418'ABOUT 2.6 MILES WEST ALONG RUSSELLVILLE ROAD FROM THE JUNCTION
 HX1418'OF STATE HIGHWAY 20 AT QUINWOOD, ON THE OUTSIDE OF A CURVE, SET
 HX1418'ON TOP OF THE NORTH END OF A HUGH ROCK BLUFF WHICH IS ON THE
 HX1418'SOUTHWEST SLOPE OF A MOUNTAIN, 42 FEET SOUTHWEST OF THE CENTER
 HX1418'LINE OF THE ROAD, 18 FEET EAST OF THE WEST EDGE OF THE ROCK,
 HX1418'15 FEET SOUTH OF THE NORTH EDGE OF THE ROCK, AND ABOUT 6 FEET
 HX1418'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1369 ***********************************************************************
 HX1369  DESIGNATION -  N 237
 HX1369  PID         -  HX1369
 HX1369  STATE/COUNTY-  WV/NICHOLAS
 HX1369  USGS QUAD   -  MOUNT NEBO (1976)
 HX1369
 HX1369                         *CURRENT SURVEY CONTROL
 HX1369  ___________________________________________________________________
 HX1369* NAD 83(1986)-  38 11 34.     (N)    080 50 20.     (W)     SCALED    
 HX1369* NAVD 88     -       645.514  (meters)    2117.82   (feet)  ADJUSTED  
 HX1369  ___________________________________________________________________
 HX1369  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HX1369  DYNAMIC HT  -         645.011 (meters)    2116.17  (feet)  COMP
 HX1369  MODELED GRAV-     979,828.4   (mgal)                       NAVD 88
 HX1369
 HX1369  VERT ORDER  -  SECOND    CLASS 0
 HX1369
 HX1369.The horizontal coordinates were scaled from a topographic map and have
 HX1369.an estimated accuracy of +/- 6 seconds.
 HX1369
 HX1369.The orthometric height was determined by differential leveling
 HX1369.and adjusted by the National Geodetic Survey in June 1991..
 HX1369
 HX1369.The geoid height was determined by GEOID03.
 HX1369
 HX1369.The dynamic height is computed by dividing the NAVD 88
 HX1369.geopotential number by the normal gravity value computed on the
 HX1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1369.degrees latitude (g = 980.6199 gals.).
 HX1369
 HX1369.The modeled gravity was interpolated from observed gravity values.
 HX1369
 HX1369;                    North         East    Units  Estimated Accuracy
 HX1369;SPC WV S     -   132,400.      614,110.      MT  (+/- 180 meters Scaled)
 HX1369
 HX1369                          SUPERSEDED SURVEY CONTROL
 HX1369
 HX1369  NGVD 29 (??/??/92)  645.673  (m)         2118.35   (f) ADJ UNCH    2 0
 HX1369
 HX1369.Superseded values are not recommended for survey control.
 HX1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1369.See file dsdata.txt to determine how the superseded data were derived.
 HX1369
 HX1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC141272(NAD 83)
 HX1369_MARKER: DB = BENCH MARK DISK
 HX1369_SETTING: 0 = UNSPECIFIED SETTING
 HX1369_STAMPING: N 237 1962
 HX1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX1369+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2003
 HX1369
 HX1369  HISTORY     - Date     Condition        Report By
 HX1369  HISTORY     - 1962     MONUMENTED       CGS
 HX1369  HISTORY     - 20030412 GOOD             INDIV
 HX1369
 HX1369                          STATION DESCRIPTION
 HX1369
 HX1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1369'0.7 MI E FROM MT NEBO.
 HX1369'ABOUT 0.7 MILES EAST ALONG A BLACK TOP ROAD FROM THE FOWLER KNOB
 HX1369'BAPTIST CHURCH, ABOUT 0.3 MILES WEST OF THE GILGAL METHODIST
 HX1369'CHURCH, ABOUT 0.2 MILES WEST OF THE JUNCTION OF A BLACK TOP ROAD
 HX1369'LEADING SOUTH, ON THE OUTSIDE AT THE SOUTHEAST END OF A LONG
 HX1369'CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST, 105 FEET
 HX1369'SOUTHEAST OF THE CENTER LINE OF A DRIVE LEADING SOUTHWEST
 HX1369'TO A TWO STORY FARM HOUSE, 20 FEET NORTHEAST OF THE CENTER
 HX1369'LINE OF THE ROAD, 1.5 FEET NORTHWEST OF A COMBINATION POWER
 HX1369'AND TELEPHONE POLE WITH TWO GUY WIRES, ABOUT 1.4 FEET SOUTHEAST
 HX1369'OF A STEEL WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
 HX1369
 HX1369                          STATION RECOVERY (2003)
 HX1369
 HX1369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LLW)
 HX1369'VERY EASY TO FIND.  A SURVEY WITNESS MARKER SIGN IS APPROX 4 FEET TO
 HX1369'THE WEST OF IT ALONG ROAD ROW.  APPROX WGS 84 COORDS  MEASSURED W
 HX1369'GARMIN GPS  N 38 D  11.573'   W 80D 50.343'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1392 ***********************************************************************
 HX1392  DESIGNATION -  N 238
 HX1392  PID         -  HX1392
 HX1392  STATE/COUNTY-  WV/GREENBRIER
 HX1392  USGS QUAD   -  RICHWOOD (1995)
 HX1392
 HX1392                         *CURRENT SURVEY CONTROL
 HX1392  ___________________________________________________________________
 HX1392* NAD 83(1986)-  38 09 08.     (N)    080 35 23.     (W)     SCALED    
 HX1392* NAVD 88     -       810.704  (meters)    2659.78   (feet)  ADJUSTED  
 HX1392  ___________________________________________________________________
 HX1392  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HX1392  DYNAMIC HT  -         810.041 (meters)    2657.61  (feet)  COMP
 HX1392  MODELED GRAV-     979,783.2   (mgal)                       NAVD 88
 HX1392
 HX1392  VERT ORDER  -  SECOND    CLASS 0
 HX1392
 HX1392.The horizontal coordinates were scaled from a topographic map and have
 HX1392.an estimated accuracy of +/- 6 seconds.
 HX1392
 HX1392.The orthometric height was determined by differential leveling
 HX1392.and adjusted by the National Geodetic Survey in June 1991..
 HX1392
 HX1392.The geoid height was determined by GEOID03.
 HX1392
 HX1392.The dynamic height is computed by dividing the NAVD 88
 HX1392.geopotential number by the normal gravity value computed on the
 HX1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1392.degrees latitude (g = 980.6199 gals.).
 HX1392
 HX1392.The modeled gravity was interpolated from observed gravity values.
 HX1392
 HX1392;                    North         East    Units  Estimated Accuracy
 HX1392;SPC WV S     -   127,960.      635,960.      MT  (+/- 180 meters Scaled)
 HX1392
 HX1392                          SUPERSEDED SURVEY CONTROL
 HX1392
 HX1392  NGVD 29 (??/??/92)  810.851  (m)         2660.27   (f) ADJ UNCH    2 0
 HX1392
 HX1392.Superseded values are not recommended for survey control.
 HX1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1392.See file dsdata.txt to determine how the superseded data were derived.
 HX1392
 HX1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC359227(NAD 83)
 HX1392_MARKER: DB = BENCH MARK DISK
 HX1392_SETTING: 80 = SET IN A BOULDER
 HX1392_SP_SET: BOULDER
 HX1392_STAMPING: N 238 1962
 HX1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1392+STABILITY: SURFACE MOTION
 HX1392
 HX1392  HISTORY     - Date     Condition        Report By
 HX1392  HISTORY     - 1962     MONUMENTED       CGS
 HX1392
 HX1392                          STATION DESCRIPTION
 HX1392
 HX1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1392'3 MI NE FROM LILE.
 HX1392'ABOUT 3.0 MILES NORTHEAST ALONG A GRADED ROAD FROM A Y ROAD
 HX1392'JUNCTION AT LILE, ABOUT 0.65 MILE SOUTHWEST OF A Y ROAD JUNCTION,
 HX1392'SET ON TOP OF THE WEST CORNER OF A ROCK BOULDER THAT SLOPES
 HX1392'UP TO A V ON BOTH SIDES, THE BOULDER IS ABOUT 10-BY 25-FOOT
 HX1392'LONG AT THE BASE, 3 FEET EAST OF THE WEST CORNER OF THE ROCK,
 HX1392'1.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE BOULDER, AND ABOUT
 HX1392'10 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1208 ***********************************************************************
 HX1208  DESIGNATION -  N 239
 HX1208  PID         -  HX1208
 HX1208  STATE/COUNTY-  WV/NICHOLAS
 HX1208  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1208
 HX1208                         *CURRENT SURVEY CONTROL
 HX1208  ___________________________________________________________________
 HX1208* NAD 83(1986)-  38 18 08.     (N)    080 32 05.     (W)     SCALED    
 HX1208* NAVD 88     -       805.403  (meters)    2642.39   (feet)  ADJUSTED  
 HX1208  ___________________________________________________________________
 HX1208  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX1208  DYNAMIC HT  -         804.768 (meters)    2640.31  (feet)  COMP
 HX1208  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 HX1208
 HX1208  VERT ORDER  -  SECOND    CLASS 0
 HX1208
 HX1208.The horizontal coordinates were scaled from a topographic map and have
 HX1208.an estimated accuracy of +/- 6 seconds.
 HX1208
 HX1208.The orthometric height was determined by differential leveling
 HX1208.and adjusted by the National Geodetic Survey in June 1991..
 HX1208
 HX1208.The geoid height was determined by GEOID03.
 HX1208
 HX1208.The dynamic height is computed by dividing the NAVD 88
 HX1208.geopotential number by the normal gravity value computed on the
 HX1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1208.degrees latitude (g = 980.6199 gals.).
 HX1208
 HX1208.The modeled gravity was interpolated from observed gravity values.
 HX1208
 HX1208;                    North         East    Units  Estimated Accuracy
 HX1208;SPC WV S     -   144,630.      640,700.      MT  (+/- 180 meters Scaled)
 HX1208
 HX1208                          SUPERSEDED SURVEY CONTROL
 HX1208
 HX1208  NGVD 29 (??/??/92)  805.544  (m)         2642.86   (f) ADJ UNCH    2 0
 HX1208
 HX1208.Superseded values are not recommended for survey control.
 HX1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1208.See file dsdata.txt to determine how the superseded data were derived.
 HX1208
 HX1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC406394(NAD 83)
 HX1208_MARKER: DB = BENCH MARK DISK
 HX1208_SETTING: 80 = SET IN A BOULDER
 HX1208_SP_SET: BOULDER
 HX1208_STAMPING: N 239 1962
 HX1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1208+STABILITY: SURFACE MOTION
 HX1208
 HX1208  HISTORY     - Date     Condition        Report By
 HX1208  HISTORY     - 1962     MONUMENTED       CGS
 HX1208
 HX1208                          STATION DESCRIPTION
 HX1208
 HX1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1208'8.1 MI N FROM RICHWOOD.
 HX1208'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1208'OFFICE AT RICHWOOD, THENCE 2.4 MILES NORTH ALONG COUNTY ROAD 76,
 HX1208'THENCE 3.6 MILES NORTH ALONG FOREST SERVICE ROAD 76, THENCE 0.7
 HX1208'MILE NORTHWEST ALONG FOREST SERVICE ROAD 81, THENCE 0.5 MILE
 HX1208'NORTHWEST ALONG A ROUGH MOUNTAIN ROAD, ABOUT 0.1 MILE NORTHWEST
 HX1208'OF ABANDONED MC FARLANE SCHOOL OF DISTRICT 20, SET IN THE TOP OF
 HX1208'THE SOUTH EDGE OF A TRIANGULAR SHAPED BOULDER ABOUT 25 FEET
 HX1208'LONG-BY-12 FEET WIDE-BY-3 FEET HIGH, 14 FEET EAST OF WEST END
 HX1208'OF BOULDER, 1.5 FEET NORTH OF SOUTH EDGE OF BOULDER, 19 FEET
 HX1208'NORTHEAST OF CENTER LINE OF ROAD, AND IS 6 FEET ABOVE LEVEL OF
 HX1208'ROAD.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING ABOUT 7.3
 HX1208'MILES SOUTHEAST ALONG A BLACK TOP AND GRADED ROAD FROM THE
 HX1208'BRIDGE OVER THE GAULEY RIVER AT CAMDEN ON GAULEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0823 ***********************************************************************
 JW0823  DESIGNATION -  N 24
 JW0823  PID         -  JW0823
 JW0823  STATE/COUNTY-  WV/PRESTON
 JW0823  USGS QUAD   -  KINGWOOD (1976)
 JW0823
 JW0823                         *CURRENT SURVEY CONTROL
 JW0823  ___________________________________________________________________
 JW0823* NAD 83(1986)-  39 29 11.     (N)    079 39 38.     (W)     SCALED    
 JW0823* NAVD 88     -       465.015  (meters)    1525.64   (feet)  ADJUSTED  
 JW0823  ___________________________________________________________________
 JW0823  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JW0823  DYNAMIC HT  -         464.722 (meters)    1524.68  (feet)  COMP
 JW0823  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 JW0823
 JW0823  VERT ORDER  -  SECOND    CLASS 0
 JW0823
 JW0823.The horizontal coordinates were scaled from a topographic map and have
 JW0823.an estimated accuracy of +/- 6 seconds.
 JW0823
 JW0823.The orthometric height was determined by differential leveling
 JW0823.and adjusted by the National Geodetic Survey in June 1991..
 JW0823
 JW0823.The geoid height was determined by GEOID03.
 JW0823
 JW0823.The dynamic height is computed by dividing the NAVD 88
 JW0823.geopotential number by the normal gravity value computed on the
 JW0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0823.degrees latitude (g = 980.6199 gals.).
 JW0823
 JW0823.The modeled gravity was interpolated from observed gravity values.
 JW0823
 JW0823;                    North         East    Units  Estimated Accuracy
 JW0823;SPC WV N     -   109,520.      586,190.      MT  (+/- 180 meters Scaled)
 JW0823
 JW0823                          SUPERSEDED SURVEY CONTROL
 JW0823
 JW0823  NGVD 29 (??/??/92)  465.180  (m)         1526.18   (f) ADJ UNCH    2 0
 JW0823
 JW0823.Superseded values are not recommended for survey control.
 JW0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0823.See file dsdata.txt to determine how the superseded data were derived.
 JW0823
 JW0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD151716(NAD 83)
 JW0823_MARKER: DB = BENCH MARK DISK
 JW0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0823_STAMPING: N 24 1935
 JW0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0823+STABILITY: SURFACE MOTION
 JW0823
 JW0823  HISTORY     - Date     Condition        Report By
 JW0823  HISTORY     - 1935     MONUMENTED       CGS
 JW0823
 JW0823                          STATION DESCRIPTION
 JW0823
 JW0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0823'1.9 MI NE FROM KINGWOOD.
 JW0823'1.9 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0823'STATION AT KINGWOOD, PRESTON COUNTY, 90 FEET SOUTH OF MILEAGE
 JW0823'SIGN 31.15, AT A ROAD CROSSING, 48 FEET NORTHEAST OF THE CENTERLINE
 JW0823'OF THE ROAD, AND 25 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A
 JW0823'STANDARD DISK, STAMPED N 24 1935 AND SET IN THE TOP OF A CONCRETE
 JW0823'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1448 ***********************************************************************
 HX1448  DESIGNATION -  N 240
 HX1448  PID         -  HX1448
 HX1448  STATE/COUNTY-  WV/WEBSTER
 HX1448  USGS QUAD   -  COWEN (1995)
 HX1448
 HX1448                         *CURRENT SURVEY CONTROL
 HX1448  ___________________________________________________________________
 HX1448* NAD 83(1986)-  38 23 42.     (N)    080 31 15.     (W)     SCALED    
 HX1448* NAVD 88     -       680.060  (meters)    2231.16   (feet)  ADJUSTED  
 HX1448  ___________________________________________________________________
 HX1448  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX1448  DYNAMIC HT  -         679.536 (meters)    2229.44  (feet)  COMP
 HX1448  MODELED GRAV-     979,835.3   (mgal)                       NAVD 88
 HX1448
 HX1448  VERT ORDER  -  SECOND    CLASS 0
 HX1448
 HX1448.The horizontal coordinates were scaled from a topographic map and have
 HX1448.an estimated accuracy of +/- 6 seconds.
 HX1448
 HX1448.The orthometric height was determined by differential leveling
 HX1448.and adjusted by the National Geodetic Survey in June 1991..
 HX1448
 HX1448.The geoid height was determined by GEOID03.
 HX1448
 HX1448.The dynamic height is computed by dividing the NAVD 88
 HX1448.geopotential number by the normal gravity value computed on the
 HX1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1448.degrees latitude (g = 980.6199 gals.).
 HX1448
 HX1448.The modeled gravity was interpolated from observed gravity values.
 HX1448
 HX1448;                    North         East    Units  Estimated Accuracy
 HX1448;SPC WV S     -   154,940.      641,860.      MT  (+/- 180 meters Scaled)
 HX1448
 HX1448                          SUPERSEDED SURVEY CONTROL
 HX1448
 HX1448  NGVD 29 (??/??/92)  680.208  (m)         2231.65   (f) ADJ UNCH    2 0
 HX1448
 HX1448.Superseded values are not recommended for survey control.
 HX1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1448.See file dsdata.txt to determine how the superseded data were derived.
 HX1448
 HX1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC418497(NAD 83)
 HX1448_MARKER: DB = BENCH MARK DISK
 HX1448_SETTING: 66 = SET IN ROCK OUTCROP
 HX1448_SP_SET: ROCK CUT
 HX1448_STAMPING: N 240 1962
 HX1448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1448+STABILITY: POSITION/ELEVATION WELL
 HX1448
 HX1448  HISTORY     - Date     Condition        Report By
 HX1448  HISTORY     - 1962     MONUMENTED       CGS
 HX1448
 HX1448                          STATION DESCRIPTION
 HX1448
 HX1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1448'2.6 MI SE FROM COWEN.
 HX1448'ABOUT 1.35 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 HX1448'BAPTIST CHURCH AT COWEN, THENCE ABOUT 1.3 MILES SOUTHEAST ALONG
 HX1448'WILLIAMS RIVER ROAD AND BALTIMORE AND OHIO RAILWAY, ABOUT 0.8
 HX1448'MILES NORTHWEST OF THE RAILWAY BRIDGE OVER THE GAULEY RIVER,
 HX1448'ABOUT 0.55 MILES SOUTHEAST OF THE GLADE VIEW CHURCH OF CHRIST,
 HX1448'ABOUT 65 YARDS SOUTHWEST OF THE ROAD, SET VERTICALLY IN THE
 HX1448'NORTHEAST FACE OF A HUGH ROCK CUT, ABOUT 135 FEET SOUTHEAST OF
 HX1448'THE NORTHWEST END OF THE CUT, 19 FEET SOUTHWEST OF THE SOUTHWEST
 HX1448'RAIL, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0826 ***********************************************************************
 HX0826  DESIGNATION -  N 241
 HX0826  PID         -  HX0826
 HX0826  STATE/COUNTY-  WV/WEBSTER
 HX0826  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0826
 HX0826                         *CURRENT SURVEY CONTROL
 HX0826  ___________________________________________________________________
 HX0826* NAD 83(1986)-  38 17 34.     (N)    080 25 18.     (W)     SCALED    
 HX0826* NAVD 88     -       804.456  (meters)    2639.29   (feet)  ADJUSTED  
 HX0826  ___________________________________________________________________
 HX0826  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HX0826  DYNAMIC HT  -         803.797 (meters)    2637.12  (feet)  COMP
 HX0826  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 HX0826
 HX0826  VERT ORDER  -  SECOND    CLASS 0
 HX0826
 HX0826.The horizontal coordinates were scaled from a topographic map and have
 HX0826.an estimated accuracy of +/- 6 seconds.
 HX0826
 HX0826.The orthometric height was determined by differential leveling
 HX0826.and adjusted by the National Geodetic Survey in June 1991..
 HX0826
 HX0826.The geoid height was determined by GEOID03.
 HX0826
 HX0826.The dynamic height is computed by dividing the NAVD 88
 HX0826.geopotential number by the normal gravity value computed on the
 HX0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0826.degrees latitude (g = 980.6199 gals.).
 HX0826
 HX0826.The modeled gravity was interpolated from observed gravity values.
 HX0826
 HX0826;                    North         East    Units  Estimated Accuracy
 HX0826;SPC WV S     -   143,640.      650,590.      MT  (+/- 180 meters Scaled)
 HX0826
 HX0826                          SUPERSEDED SURVEY CONTROL
 HX0826
 HX0826  NGVD 29 (??/??/92)  804.563  (m)         2639.64   (f) ADJ UNCH    2 0
 HX0826
 HX0826.Superseded values are not recommended for survey control.
 HX0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0826.See file dsdata.txt to determine how the superseded data were derived.
 HX0826
 HX0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC505384(NAD 83)
 HX0826_MARKER: DB = BENCH MARK DISK
 HX0826_SETTING: 66 = SET IN ROCK OUTCROP
 HX0826_SP_SET: SLOPING ROCK
 HX0826_STAMPING: N 241 1962
 HX0826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0826+STABILITY: POSITION/ELEVATION WELL
 HX0826
 HX0826  HISTORY     - Date     Condition        Report By
 HX0826  HISTORY     - 1962     MONUMENTED       CGS
 HX0826
 HX0826                          STATION DESCRIPTION
 HX0826
 HX0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0826'10.1 MI SE FROM DYER.
 HX0826'5.9 MILES SOUTHWEST AND SOUTHEAST ALONG FOREST SERVICE ROAD 101
 HX0826'FROM THE FOOT-BRIDGE OVER THE WILLIAMS RIVER AT DYER, THENCE
 HX0826'ABOUT 4.2 MILES SOUTHEAST ALONG FOREST SERVICE ROAD 76, ABOUT
 HX0826'0.35 MILES SOUTHEAST OF LICK BRANCH, SET ON TOP OF A ROCK THAT
 HX0826'IS ABOUT 25-FOOT WIDE BY 4-FOOT HIGH THAT SLOPES BACK INTO THE
 HX0826'MOUNTAIN SIDE, (THE ROCK HAS ANOTHER ROCK ABOUT THE SAME SIZE
 HX0826'LAYING ON TOP OF IT WITH SEVERAL TREES GROWING FROM ITS TOP)
 HX0826'46 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.2 FEET SOUTH
 HX0826'OF THE NORTHEAST CORNER OF THE ROCK, 0.9 FEET WEST OF THE EAST
 HX0826'END OF THE ROCK, AND ABOUT 15.0 FEET ABOVE THE LEVEL OF THE
 HX0826'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0857 ***********************************************************************
 HX0857  DESIGNATION -  N 242
 HX0857  PID         -  HX0857
 HX0857  STATE/COUNTY-  WV/POCAHONTAS
 HX0857  USGS QUAD   -  LOBELIA (1995)
 HX0857
 HX0857                         *CURRENT SURVEY CONTROL
 HX0857  ___________________________________________________________________
 HX0857* NAD 83(1986)-  38 11 12.     (N)    080 17 35.     (W)     SCALED    
 HX0857* NAVD 88     -      1156.445  (meters)    3794.10   (feet)  ADJUSTED  
 HX0857  ___________________________________________________________________
 HX0857  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HX0857  DYNAMIC HT  -        1155.429 (meters)    3790.77  (feet)  COMP
 HX0857  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 HX0857
 HX0857  VERT ORDER  -  SECOND    CLASS 0
 HX0857
 HX0857.The horizontal coordinates were scaled from a topographic map and have
 HX0857.an estimated accuracy of +/- 6 seconds.
 HX0857
 HX0857.The orthometric height was determined by differential leveling
 HX0857.and adjusted by the National Geodetic Survey in June 1991..
 HX0857
 HX0857.The geoid height was determined by GEOID03.
 HX0857
 HX0857.The dynamic height is computed by dividing the NAVD 88
 HX0857.geopotential number by the normal gravity value computed on the
 HX0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0857.degrees latitude (g = 980.6199 gals.).
 HX0857
 HX0857.The modeled gravity was interpolated from observed gravity values.
 HX0857
 HX0857;                    North         East    Units  Estimated Accuracy
 HX0857;SPC WV S     -   131,940.      661,930.      MT  (+/- 180 meters Scaled)
 HX0857
 HX0857                          SUPERSEDED SURVEY CONTROL
 HX0857
 HX0857  NGVD 29 (??/??/92) 1156.497  (m)         3794.27   (f) ADJ UNCH    2 0
 HX0857
 HX0857.Superseded values are not recommended for survey control.
 HX0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0857.See file dsdata.txt to determine how the superseded data were derived.
 HX0857
 HX0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC619267(NAD 83)
 HX0857_MARKER: DB = BENCH MARK DISK
 HX0857_SETTING: 66 = SET IN ROCK OUTCROP
 HX0857_SP_SET: ROCK CUT
 HX0857_STAMPING: N 242 1962
 HX0857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0857+STABILITY: POSITION/ELEVATION WELL
 HX0857
 HX0857  HISTORY     - Date     Condition        Report By
 HX0857  HISTORY     - 1962     MONUMENTED       CGS
 HX0857
 HX0857                          STATION DESCRIPTION
 HX0857
 HX0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0857'8.8 MI NW FROM MILL POINT.
 HX0857'8.8 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX0857'OF U.S. HIGHWAY 219 AT MILL POINT, ABOUT 0.8 MILE SOUTHWEST OF THE
 HX0857'SUMMIT OF KENNISON MOUNTAIN, SET VERTICALLY IN THE SOUTHEAST
 HX0857'FACE OF A ROCK THAT IS ABOUT 30 FOOT LONG BY 12-FOOT HIGH WHICH
 HX0857'IS IN A ROCK CUT THAT IS ABOUT 100 YARDS LONG BY 12-FOOT HIGH,
 HX0857'ABOUT 120 FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK PART OF
 HX0857'THE CUT, 20 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HX0857'ABOUT 1 FOOT ABOVE THE GROUND, AND IS ABOUT LEVEL WITH THE
 HX0857'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1223 ***********************************************************************
 HX1223  DESIGNATION -  N 243
 HX1223  PID         -  HX1223
 HX1223  STATE/COUNTY-  WV/NICHOLAS
 HX1223  USGS QUAD   -  RICHWOOD (1995)
 HX1223
 HX1223                         *CURRENT SURVEY CONTROL
 HX1223  ___________________________________________________________________
 HX1223* NAD 83(1986)-  38 14 41.     (N)    080 31 39.     (W)     SCALED    
 HX1223* NAVD 88     -       710.073  (meters)    2329.63   (feet)  ADJUSTED  
 HX1223  ___________________________________________________________________
 HX1223  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX1223  DYNAMIC HT  -         709.511 (meters)    2327.79  (feet)  COMP
 HX1223  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 HX1223
 HX1223  VERT ORDER  -  SECOND    CLASS 0
 HX1223
 HX1223.The horizontal coordinates were scaled from a topographic map and have
 HX1223.an estimated accuracy of +/- 6 seconds.
 HX1223
 HX1223.The orthometric height was determined by differential leveling
 HX1223.and adjusted by the National Geodetic Survey in June 1991..
 HX1223
 HX1223.The geoid height was determined by GEOID03.
 HX1223
 HX1223.The dynamic height is computed by dividing the NAVD 88
 HX1223.geopotential number by the normal gravity value computed on the
 HX1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1223.degrees latitude (g = 980.6199 gals.).
 HX1223
 HX1223.The modeled gravity was interpolated from observed gravity values.
 HX1223
 HX1223;                    North         East    Units  Estimated Accuracy
 HX1223;SPC WV S     -   138,260.      641,360.      MT  (+/- 180 meters Scaled)
 HX1223
 HX1223                          SUPERSEDED SURVEY CONTROL
 HX1223
 HX1223  NGVD 29 (??/??/92)  710.211  (m)         2330.08   (f) ADJ UNCH    2 0
 HX1223
 HX1223.Superseded values are not recommended for survey control.
 HX1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1223.See file dsdata.txt to determine how the superseded data were derived.
 HX1223
 HX1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC413330(NAD 83)
 HX1223_MARKER: DB = BENCH MARK DISK
 HX1223_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1223_SP_SET: UNSPECIFIED ROCK
 HX1223_STAMPING: N 243 1962
 HX1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1223
 HX1223  HISTORY     - Date     Condition        Report By
 HX1223  HISTORY     - 1962     MONUMENTED       CGS
 HX1223
 HX1223                          STATION DESCRIPTION
 HX1223
 HX1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1223'1.6 MI E FROM RICHWOOD.
 HX1223'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 HX1223'AT RICHWOOD, ABOUT 0.7 MILE EAST OF THE JUNCTION OF COUNTY ROAD
 HX1223'76, ABOUT 0.2 MILE SOUTHWEST OF THE MONONGAHELA NATIONAL
 HX1223'FOREST RANGER STATION, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 HX1223'THAT IS ABOUT 20-FOOT LONG BY 10-FOOT WIDE AND 7-FOOT HIGH,
 HX1223'55 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET
 HX1223'ABOVE THE GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0515 ***********************************************************************
 HX0515  DESIGNATION -  N 244
 HX0515  PID         -  HX0515
 HX0515  STATE/COUNTY-  WV/WEBSTER
 HX0515  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0515
 HX0515                         *CURRENT SURVEY CONTROL
 HX0515  ___________________________________________________________________
 HX0515* NAD 83(1986)-  38 27 46.     (N)    080 25 48.     (W)     SCALED    
 HX0515* NAVD 88     -       672.360  (meters)    2205.90   (feet)  ADJUSTED  
 HX0515  ___________________________________________________________________
 HX0515  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX0515  DYNAMIC HT  -         671.845 (meters)    2204.21  (feet)  COMP
 HX0515  MODELED GRAV-     979,840.0   (mgal)                       NAVD 88
 HX0515
 HX0515  VERT ORDER  -  SECOND    CLASS 0
 HX0515
 HX0515.The horizontal coordinates were scaled from a topographic map and have
 HX0515.an estimated accuracy of +/- 6 seconds.
 HX0515
 HX0515.The orthometric height was determined by differential leveling
 HX0515.and adjusted by the National Geodetic Survey in June 1991..
 HX0515
 HX0515.The geoid height was determined by GEOID03.
 HX0515
 HX0515.The dynamic height is computed by dividing the NAVD 88
 HX0515.geopotential number by the normal gravity value computed on the
 HX0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0515.degrees latitude (g = 980.6199 gals.).
 HX0515
 HX0515.The modeled gravity was interpolated from observed gravity values.
 HX0515
 HX0515;                    North         East    Units  Estimated Accuracy
 HX0515;SPC WV S     -   162,510.      649,750.      MT  (+/- 180 meters Scaled)
 HX0515
 HX0515                          SUPERSEDED SURVEY CONTROL
 HX0515
 HX0515  NGVD 29 (??/??/92)  672.509  (m)         2206.39   (f) ADJ UNCH    2 0
 HX0515
 HX0515.Superseded values are not recommended for survey control.
 HX0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0515.See file dsdata.txt to determine how the superseded data were derived.
 HX0515
 HX0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC497573(NAD 83)
 HX0515_MARKER: DB = BENCH MARK DISK
 HX0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0515_SP_SET: CULVERT
 HX0515_STAMPING: N 244 1962
 HX0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0515
 HX0515  HISTORY     - Date     Condition        Report By
 HX0515  HISTORY     - 1962     MONUMENTED       CGS
 HX0515
 HX0515                          STATION DESCRIPTION
 HX0515
 HX0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0515'2.2 MI NE FROM BOLAIR.
 HX0515'2.2 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0515'AT BOLAIR, ABOUT 0.65 MILES NORTHEAST OF JUNCTION OF EXCELSIOR
 HX0515'ROAD, ON THE OUTSIDE OF A SHARP CURVE WITH TANGENTS EXTENDING
 HX0515'SOUTHWEST AND NORTHWEST, 47 FEET EAST OF CENTER LINE OF HIGHWAY,
 HX0515'ABOUT 15 FEET BELOW LEVEL OF HIGHWAY, AND SET ON TOP OF SOUTH
 HX0515'END OF EAST HEAD WALL OF A 4 FOOT CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF8018 ***********************************************************************
 DF8018  DESIGNATION -  N 245 RESET
 DF8018  PID         -  DF8018
 DF8018  STATE/COUNTY-  WV/POCAHONTAS
 DF8018  USGS QUAD   -  EDRAY (1995)
 DF8018
 DF8018                         *CURRENT SURVEY CONTROL
 DF8018  ___________________________________________________________________
 DF8018* NAD 83(1986)-  38 21 16.     (N)    080 05 28.     (W)     SCALED    
 DF8018* NAVD 88     -       904.82   (meters)    2968.6    (feet)  RESET     
 DF8018  ___________________________________________________________________
 DF8018  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DF8018
 DF8018  VERT ORDER  -  THIRD
 DF8018
 DF8018.The horizontal coordinates were scaled from a topographic map and have
 DF8018.an estimated accuracy of +/- 6 seconds.
 DF8018
 DF8018.The orthometric height was computed from unverified reset data.
 DF8018.No vertical observational check was made to the station.
 DF8018
 DF8018.The geoid height was determined by GEOID03.
 DF8018
 DF8018;                    North         East    Units  Estimated Accuracy
 DF8018;SPC WV S     -   150,720.      679,440.      MT  (+/- 180 meters Scaled)
 DF8018
 DF8018                          SUPERSEDED SURVEY CONTROL
 DF8018
 DF8018.No superseded survey control is available for this station.
 DF8018
 DF8018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC794455(NAD 83)
 DF8018_MARKER: DV = VERTICAL CONTROL DISK
 DF8018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8018_STAMPING: N 245 RESET 2002
 DF8018_MARK LOGO: NGS   
 DF8018_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8018+STABILITY: SURFACE MOTION
 DF8018
 DF8018  HISTORY     - Date     Condition        Report By
 DF8018  HISTORY     - 2002     MONUMENTED       NGS
 DF8018
 DF8018                          STATION DESCRIPTION
 DF8018
 DF8018'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (BC)
 DF8018'5.24 MILES (8.43 KM) SOUTH FROM SLATY FORK 5.24 MILES (8.43 KM) SOUTH
 DF8018'ALONG U.S.  HIGHWAY 219 FROM THE GRADE SCHOOL AT SLATY FORK, ABOUT 0.9
 DF8018'MILE (1.4 KM) SOUTH OF MARY CHAPEL CHURCH, 187 FEET (57.0 M) SOUTH OF
 DF8018'SOUTHEAST WING OF AN 18 FOOT (5.5 M) CONCRETE BRIDGE 145 FEET (44.2 M)
 DF8018'SOUTH OF INTERSECTION OF SEC.  ROUTE 219/25 AND U.S. 219, 27 FT (8.2
 DF8018'M) EAST OF CENTERLINE OF U.S.  219.  A BRASS DISK SET IN 18 BY 48
 DF8018'(DEPTH) CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0763 ***********************************************************************
 HX0763  DESIGNATION -  N 246
 HX0763  PID         -  HX0763
 HX0763  STATE/COUNTY-  WV/POCAHONTAS
 HX0763  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0763
 HX0763                         *CURRENT SURVEY CONTROL
 HX0763  ___________________________________________________________________
 HX0763* NAD 83(1986)-  38 18 45.     (N)    080 18 21.     (W)     SCALED    
 HX0763* NAVD 88     -       904.098  (meters)    2966.19   (feet)  ADJUSTED  
 HX0763  ___________________________________________________________________
 HX0763  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HX0763  DYNAMIC HT  -         903.354 (meters)    2963.75  (feet)  COMP
 HX0763  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 HX0763
 HX0763  VERT ORDER  -  SECOND    CLASS 0
 HX0763
 HX0763.The horizontal coordinates were scaled from a topographic map and have
 HX0763.an estimated accuracy of +/- 6 seconds.
 HX0763
 HX0763.The orthometric height was determined by differential leveling
 HX0763.and adjusted by the National Geodetic Survey in June 1991..
 HX0763
 HX0763.The geoid height was determined by GEOID03.
 HX0763
 HX0763.The dynamic height is computed by dividing the NAVD 88
 HX0763.geopotential number by the normal gravity value computed on the
 HX0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0763.degrees latitude (g = 980.6199 gals.).
 HX0763
 HX0763.The modeled gravity was interpolated from observed gravity values.
 HX0763
 HX0763;                    North         East    Units  Estimated Accuracy
 HX0763;SPC WV S     -   145,900.      660,710.      MT  (+/- 180 meters Scaled)
 HX0763
 HX0763                          SUPERSEDED SURVEY CONTROL
 HX0763
 HX0763  NGVD 29 (??/??/92)  904.192  (m)         2966.50   (f) ADJ UNCH    2 0
 HX0763
 HX0763.Superseded values are not recommended for survey control.
 HX0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0763.See file dsdata.txt to determine how the superseded data were derived.
 HX0763
 HX0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC606407(NAD 83)
 HX0763_MARKER: DB = BENCH MARK DISK
 HX0763_SETTING: 66 = SET IN ROCK OUTCROP
 HX0763_SP_SET: ROCK LEDGE
 HX0763_STAMPING: N 246 1962
 HX0763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0763+STABILITY: POSITION/ELEVATION WELL
 HX0763
 HX0763  HISTORY     - Date     Condition        Report By
 HX0763  HISTORY     - 1962     MONUMENTED       CGS
 HX0763
 HX0763                          STATION DESCRIPTION
 HX0763
 HX0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0763'12 MI SE FROM DYER.
 HX0763'6.75 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD (BLACK TOP AND
 HX0763'GRADED) FROM THE METHODIST CHURCH AT DYER, THENCE ABOUT 5.2 MILES
 HX0763'SOUTHEAST ALONG U.S. FORESTRY ROAD 108, ABOUT 0.55 MILE EAST OF
 HX0763'THE CONFLUENCE OF HELL FOR CERTAIN BRANCH AND MIDDLE FORK CREEK,
 HX0763'SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK LEDGE ABOUT 10
 HX0763'FOOT LONG, PROJECTING OUT OF A STEEP HILLSIDE ON THE OUTSIDE OF
 HX0763'A LONG CURVE WEST BY SOUTH, 12 FEET NORTHEAST OF THE CENTER LINE
 HX0763'OF THE ROAD, 20 FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE
 HX0763'EDGE OF THE NORTHEAST BAND OF MIDDLE FORK CREEK, 1.2 FEET
 HX0763'SOUTHEAST OF THE NORTHWEST END OF THE ROCK, ABOUT 1 FOOT ABOVE
 HX0763'THE LEVEL OF THE GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 HX0763'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0718 ***********************************************************************
 HX0718  DESIGNATION -  N 247
 HX0718  PID         -  HX0718
 HX0718  STATE/COUNTY-  WV/POCAHONTAS
 HX0718  USGS QUAD   -  WOODROW (1995)
 HX0718
 HX0718                         *CURRENT SURVEY CONTROL
 HX0718  ___________________________________________________________________
 HX0718* NAD 83(1986)-  38 21 29.     (N)    080 13 57.     (W)     SCALED    
 HX0718* NAVD 88     -      1004.834  (meters)    3296.69   (feet)  ADJUSTED  
 HX0718  ___________________________________________________________________
 HX0718  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0718  DYNAMIC HT  -        1004.015 (meters)    3294.01  (feet)  COMP
 HX0718  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 HX0718
 HX0718  VERT ORDER  -  SECOND    CLASS 0
 HX0718
 HX0718.The horizontal coordinates were scaled from a topographic map and have
 HX0718.an estimated accuracy of +/- 6 seconds.
 HX0718
 HX0718.The orthometric height was determined by differential leveling
 HX0718.and adjusted by the National Geodetic Survey in June 1991..
 HX0718
 HX0718.The geoid height was determined by GEOID03.
 HX0718
 HX0718.The dynamic height is computed by dividing the NAVD 88
 HX0718.geopotential number by the normal gravity value computed on the
 HX0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0718.degrees latitude (g = 980.6199 gals.).
 HX0718
 HX0718.The modeled gravity was interpolated from observed gravity values.
 HX0718
 HX0718;                    North         East    Units  Estimated Accuracy
 HX0718;SPC WV S     -   151,010.      667,080.      MT  (+/- 180 meters Scaled)
 HX0718
 HX0718                          SUPERSEDED SURVEY CONTROL
 HX0718
 HX0718  NGVD 29 (??/??/92) 1004.923  (m)         3296.98   (f) ADJ UNCH    2 0
 HX0718
 HX0718.Superseded values are not recommended for survey control.
 HX0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0718.See file dsdata.txt to determine how the superseded data were derived.
 HX0718
 HX0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC670458(NAD 83)
 HX0718_MARKER: DB = BENCH MARK DISK
 HX0718_SETTING: 80 = SET IN A BOULDER
 HX0718_SP_SET: BOULDER
 HX0718_STAMPING: N 247 1962
 HX0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0718+STABILITY: SURFACE MOTION
 HX0718
 HX0718  HISTORY     - Date     Condition        Report By
 HX0718  HISTORY     - 1962     MONUMENTED       CGS
 HX0718
 HX0718                          STATION DESCRIPTION
 HX0718
 HX0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0718'9.9 MI NW FROM WOODROW.
 HX0718'1.35 MILES NORTHWEST ALONG BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0718'AT WOODROW, THENCE ABOUT 3.8 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0718'ROAD 76, THENCE ABOUT 2.9 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0718'ROAD 86, THENCE ABOUT 1.85 MILES NORTHEAST AND NORTHWEST ALONG
 HX0718'U.S. FORESTRY ROAD 135, SET ON TOP OF A LARGE BOULDER ABOUT 15
 HX0718'FEET IN DIAMETER, PROJECTING 10 FEET ON THE OUTSIDE OF A CURVE
 HX0718'WHERE THE ROAD MAKES A SWITCH BACK FROM NORTHEAST TO SOUTHWEST,
 HX0718'CROSSING BANNOCK SHOALS RUN, 61 FEET EAST OF THE CENTER LINE OF
 HX0718'ROAD, 170 FEET SOUTHEAST OF THE NORTHEAST END OF A 10-FOOT
 HX0718'GALVANIZED PIPE ACROSS BANNOCK SHOALS RUN, 5 FEET NORTH OF THE
 HX0718'SOUTH EDGE OF THE BOULDER, AND ABOUT 10 FEET ABOVE THE LEVEL OF
 HX0718'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0691 ***********************************************************************
 HX0691  DESIGNATION -  N 248
 HX0691  PID         -  HX0691
 HX0691  STATE/COUNTY-  WV/POCAHONTAS
 HX0691  USGS QUAD   -  SHARP KNOB (1995)
 HX0691
 HX0691                         *CURRENT SURVEY CONTROL
 HX0691  ___________________________________________________________________
 HX0691* NAD 83(1986)-  38 26 10.     (N)    080 08 12.     (W)     SCALED    
 HX0691* NAVD 88     -      1031.760  (meters)    3385.03   (feet)  ADJUSTED  
 HX0691  ___________________________________________________________________
 HX0691  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0691  DYNAMIC HT  -        1030.940 (meters)    3382.34  (feet)  COMP
 HX0691  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 HX0691
 HX0691  VERT ORDER  -  SECOND    CLASS 0
 HX0691
 HX0691.The horizontal coordinates were scaled from a topographic map and have
 HX0691.an estimated accuracy of +/- 6 seconds.
 HX0691
 HX0691.The orthometric height was determined by differential leveling
 HX0691.and adjusted by the National Geodetic Survey in June 1991..
 HX0691
 HX0691.The geoid height was determined by GEOID03.
 HX0691
 HX0691.The dynamic height is computed by dividing the NAVD 88
 HX0691.geopotential number by the normal gravity value computed on the
 HX0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0691.degrees latitude (g = 980.6199 gals.).
 HX0691
 HX0691.The modeled gravity was interpolated from observed gravity values.
 HX0691
 HX0691;                    North         East    Units  Estimated Accuracy
 HX0691;SPC WV S     -   159,740.      675,370.      MT  (+/- 180 meters Scaled)
 HX0691
 HX0691                          SUPERSEDED SURVEY CONTROL
 HX0691
 HX0691  NGVD 29 (??/??/92) 1031.870  (m)         3385.39   (f) ADJ UNCH    2 0
 HX0691
 HX0691.Superseded values are not recommended for survey control.
 HX0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0691.See file dsdata.txt to determine how the superseded data were derived.
 HX0691
 HX0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC753545(NAD 83)
 HX0691_MARKER: DB = BENCH MARK DISK
 HX0691_SETTING: 66 = SET IN ROCK OUTCROP
 HX0691_SP_SET: ROCK CUT
 HX0691_STAMPING: N 248 1962
 HX0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0691+STABILITY: POSITION/ELEVATION WELL
 HX0691
 HX0691  HISTORY     - Date     Condition        Report By
 HX0691  HISTORY     - 1962     MONUMENTED       CGS
 HX0691
 HX0691                          STATION DESCRIPTION
 HX0691
 HX0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0691'2.5 MI NW FROM SLATY FORK.
 HX0691'2.5 MILES NORTHWEST ALONG A ABANDONED RAILROAD BED (TRAIL) FROM
 HX0691'THE SLATY FORK POST OFFICE, ABOUT 1.4 MILES NORTHEAST OF A
 HX0691'WASHED OUT RAILWAY BRIDGE OVER PROPS RUN, SET VERTICALLY IN THE
 HX0691'SOUTHEAST FACE OF A ROCK CUT THAT IS ABOUT 30 YARDS LONG, ON
 HX0691'THE INSIDE OF A CURVE WITH TANGENTS EXTENDING TO THE NORTH AND
 HX0691'WEST, 14 FEET NORTHWEST OF THE CENTER LINE OF THE RAILROAD BED,
 HX0691'18 FEET SOUTHWEST OF THE NORTHEAST END OF THE CUT, 6 FEET
 HX0691'SOUTHWEST OF THE NORTHEAST END OF THE BOULDER, AND ABOUT 3
 HX0691'FEET ABOVE THE LEVEL OF THE ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0881 ***********************************************************************
 HX0881  DESIGNATION -  N 249
 HX0881  PID         -  HX0881
 HX0881  STATE/COUNTY-  WV/GREENBRIER
 HX0881  USGS QUAD   -  DROOP (1995)
 HX0881
 HX0881                         *CURRENT SURVEY CONTROL
 HX0881  ___________________________________________________________________
 HX0881* NAD 83(1986)-  38 01 51.     (N)    080 18 48.     (W)     SCALED    
 HX0881* NAVD 88     -       702.158  (meters)    2303.66   (feet)  ADJUSTED  
 HX0881  ___________________________________________________________________
 HX0881  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX0881  DYNAMIC HT  -         701.573 (meters)    2301.74  (feet)  COMP
 HX0881  MODELED GRAV-     979,773.0   (mgal)                       NAVD 88
 HX0881
 HX0881  VERT ORDER  -  FIRST     CLASS II
 HX0881
 HX0881.The horizontal coordinates were scaled from a topographic map and have
 HX0881.an estimated accuracy of +/- 6 seconds.
 HX0881
 HX0881.The orthometric height was determined by differential leveling
 HX0881.and adjusted by the National Geodetic Survey in June 1991..
 HX0881
 HX0881.The geoid height was determined by GEOID03.
 HX0881
 HX0881.The dynamic height is computed by dividing the NAVD 88
 HX0881.geopotential number by the normal gravity value computed on the
 HX0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0881.degrees latitude (g = 980.6199 gals.).
 HX0881
 HX0881.The modeled gravity was interpolated from observed gravity values.
 HX0881
 HX0881;                    North         East    Units  Estimated Accuracy
 HX0881;SPC WV S     -   114,630.      660,280.      MT  (+/- 180 meters Scaled)
 HX0881
 HX0881                          SUPERSEDED SURVEY CONTROL
 HX0881
 HX0881  NGVD 29 (??/??/92)  702.273  (m)         2304.04   (f) ADJ UNCH    1 2
 HX0881
 HX0881.Superseded values are not recommended for survey control.
 HX0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0881.See file dsdata.txt to determine how the superseded data were derived.
 HX0881
 HX0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC602094(NAD 83)
 HX0881_MARKER: DB = BENCH MARK DISK
 HX0881_SETTING: 66 = SET IN ROCK OUTCROP
 HX0881_SP_SET: ROCK LEDGE
 HX0881_STAMPING: N 249 1962
 HX0881_MARK LOGO: CGS   
 HX0881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0881+STABILITY: POSITION/ELEVATION WELL
 HX0881
 HX0881  HISTORY     - Date     Condition        Report By
 HX0881  HISTORY     - 1962     MONUMENTED       CGS
 HX0881  HISTORY     - 1983     GOOD             NGS
 HX0881  HISTORY     - 1983     GOOD             NGS
 HX0881  HISTORY     - 1983     GOOD             NGS
 HX0881
 HX0881                          STATION DESCRIPTION
 HX0881
 HX0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0881'2.1 MI NW FROM HORROCK.
 HX0881'0.4 MILE NORTH ALONG A GRADED ROAD FROM THE CROSSING OF THE
 HX0881'CHESAPEAKE AND OHIO RAILWAY AT HORROCK, THENCE ABOUT 1.1 MILES
 HX0881'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 0.6 MILE NORTHWEST
 HX0881'ALONG A GRADED ROAD (BROWNTOWN ROAD), ABOUT 0.75 MILE SOUTHEAST
 HX0881'OF THE JUNCTION OF U.S. HIGHWAY 219, SET VERTICALLY IN THE SOUTH
 HX0881'FACE OF A ROCK LEDGE THAT IS ABOUT 3-BY 30-FOOT LONG THAT IS IN
 HX0881'A SMALL ROCK CUT THAT IS ABOUT 44 YARDS LONG, AT THE WEST END
 HX0881'AND ON THE OUTSIDE OF A SHARP CURVE WITH TANGENTS EXTENDING SOUTH
 HX0881'AND WEST, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD, 146 FEET
 HX0881'WEST OF THE APPROXIMATE CENTER OF THE CURVE, 38 1/2 FEET EAST
 HX0881'OF THE NORTH END OF A 30-INCH GALVANIZED PIPE CULVERT UNDER THE
 HX0881'ROAD, 8 1/2 FEET EAST OF THE WEST END OF THE ROCK LEDGE, ABOUT
 HX0881'2 FEET ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HX0881'ROAD.
 HX0881
 HX0881                          STATION RECOVERY (1983)
 HX0881
 HX0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0881'RECOVERED IN GOOD CONDITION.
 HX0881
 HX0881                          STATION RECOVERY (1983)
 HX0881
 HX0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0881'RECOVERED IN GOOD CONDITION.
 HX0881
 HX0881                          STATION RECOVERY (1983)
 HX0881
 HX0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1693 ***********************************************************************
 HX1693  DESIGNATION -  N 25
 HX1693  PID         -  HX1693
 HX1693  STATE/COUNTY-  WV/CALHOUN
 HX1693  USGS QUAD   -  MILLSTONE (1965)
 HX1693
 HX1693                         *CURRENT SURVEY CONTROL
 HX1693  ___________________________________________________________________
 HX1693* NAD 83(1986)-  38 52 11.     (N)    081 06 18.     (W)     SCALED    
 HX1693* NAVD 88     -       330.947  (meters)    1085.78   (feet)  ADJUSTED  
 HX1693  ___________________________________________________________________
 HX1693  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HX1693  DYNAMIC HT  -         330.732 (meters)    1085.08  (feet)  COMP
 HX1693  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 HX1693
 HX1693  VERT ORDER  -  SECOND    CLASS 0
 HX1693
 HX1693.The horizontal coordinates were scaled from a topographic map and have
 HX1693.an estimated accuracy of +/- 6 seconds.
 HX1693
 HX1693.The orthometric height was determined by differential leveling
 HX1693.and adjusted by the National Geodetic Survey in June 1991..
 HX1693
 HX1693.The geoid height was determined by GEOID03.
 HX1693
 HX1693.The dynamic height is computed by dividing the NAVD 88
 HX1693.geopotential number by the normal gravity value computed on the
 HX1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1693.degrees latitude (g = 980.6199 gals.).
 HX1693
 HX1693.The modeled gravity was interpolated from observed gravity values.
 HX1693
 HX1693;                    North         East    Units  Estimated Accuracy
 HX1693;SPC WV S     -   207,530.      590,890.      MT  (+/- 180 meters Scaled)
 HX1693
 HX1693                          SUPERSEDED SURVEY CONTROL
 HX1693
 HX1693  NGVD 29 (??/??/92)  331.115  (m)         1086.33   (f) ADJ UNCH    2 0
 HX1693
 HX1693.Superseded values are not recommended for survey control.
 HX1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1693.See file dsdata.txt to determine how the superseded data were derived.
 HX1693
 HX1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD908023(NAD 83)
 HX1693_MARKER: DB = BENCH MARK DISK
 HX1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1693_STAMPING: N 25 1935
 HX1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1693+STABILITY: SURFACE MOTION
 HX1693
 HX1693  HISTORY     - Date     Condition        Report By
 HX1693  HISTORY     - 1935     MONUMENTED       CGS
 HX1693
 HX1693                          STATION DESCRIPTION
 HX1693
 HX1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX1693'4.5 MI S FROM GRANTSVILLE.
 HX1693'4.5 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 HX1693'AT GRANTSVILLE, CALHOUN COUNTY, 0.2 MILE EAST OF THE TOP OF A HILL,
 HX1693'AT A BROWN TWO-STORY HOUSE AT THE SOUTH SIDE OF THE HIGHWAY, 29
 HX1693'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTH OF A
 HX1693'16-INCH PERSIMMON TREE, AND 18 FEET NORTHWEST OF THE NORTHWEST
 HX1693'END OF A GUARD RAIL.  A STANDARD DISK, STAMPED N 25 1935 AND SET
 HX1693'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0905 ***********************************************************************
 HX0905  DESIGNATION -  N 250
 HX0905  PID         -  HX0905
 HX0905  STATE/COUNTY-  WV/POCAHONTAS
 HX0905  USGS QUAD   -  DROOP (1995)
 HX0905
 HX0905                         *CURRENT SURVEY CONTROL
 HX0905  ___________________________________________________________________
 HX0905* NAD 83(1986)-  38 07 26.     (N)    080 17 41.     (W)     SCALED    
 HX0905* NAVD 88     -       783.195  (meters)    2569.53   (feet)  ADJUSTED  
 HX0905  ___________________________________________________________________
 HX0905  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX0905  DYNAMIC HT  -         782.543 (meters)    2567.39  (feet)  COMP
 HX0905  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 HX0905
 HX0905  VERT ORDER  -  SECOND    CLASS 0
 HX0905
 HX0905.The horizontal coordinates were scaled from a topographic map and have
 HX0905.an estimated accuracy of +/- 6 seconds.
 HX0905
 HX0905.The orthometric height was determined by differential leveling
 HX0905.and adjusted by the National Geodetic Survey in June 1991..
 HX0905
 HX0905.The geoid height was determined by GEOID03.
 HX0905
 HX0905.The dynamic height is computed by dividing the NAVD 88
 HX0905.geopotential number by the normal gravity value computed on the
 HX0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0905.degrees latitude (g = 980.6199 gals.).
 HX0905
 HX0905.The modeled gravity was interpolated from observed gravity values.
 HX0905
 HX0905;                    North         East    Units  Estimated Accuracy
 HX0905;SPC WV S     -   124,970.      661,840.      MT  (+/- 180 meters Scaled)
 HX0905
 HX0905                          SUPERSEDED SURVEY CONTROL
 HX0905
 HX0905  NGVD 29 (??/??/92)  783.288  (m)         2569.84   (f) ADJ UNCH    2 0
 HX0905
 HX0905.Superseded values are not recommended for survey control.
 HX0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0905.See file dsdata.txt to determine how the superseded data were derived.
 HX0905
 HX0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC618197(NAD 83)
 HX0905_MARKER: DB = BENCH MARK DISK
 HX0905_SETTING: 66 = SET IN ROCK OUTCROP
 HX0905_SP_SET: ROCK CUT
 HX0905_STAMPING: N 250 1962
 HX0905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0905+STABILITY: POSITION/ELEVATION WELL
 HX0905
 HX0905  HISTORY     - Date     Condition        Report By
 HX0905  HISTORY     - 1962     MONUMENTED       CGS
 HX0905  HISTORY     - 1983     GOOD             NGS
 HX0905
 HX0905                          STATION DESCRIPTION
 HX0905
 HX0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0905'0.8 MI S FROM LOBELIA.
 HX0905'0.85 MILES SOUTH ALONG BLACK TOP ROAD FROM JUNCTION OF A GRADED
 HX0905'ROAD AT LOBELIA, ABOUT 0.35 MILES SOUTH OF THE SOUTH END OF THE
 HX0905'CONCRETE BRIDGE OVER HILLS CREEK, ABOUT 0.25 MILES NORTH OF THE
 HX0905'INTERSECTION OF A GRADED ROAD RUNNING EAST AND WEST (WEST ROAD
 HX0905'LEADING TO BRIERY KNOB LOOKOUT TOWER), SET VERTICALLY ON THE
 HX0905'NORTH FACE OF A ROCK CUT ABOUT 35 FEET LONG PROJECTING 6 FEET,
 HX0905'AT THE EAST END OF A CURVE SOUTH BY EAST, 12 1/2 FEET SOUTH OF
 HX0905'THE CENTER LINE OF THE ROAD, 10 FEET WEST OF THE EAST END OF THE
 HX0905'ROCK, ABOUT 3 FEET ABOVE THE ROAD, AND ABOUT 1 1/2 FEET ABOVE
 HX0905'THE LEVEL OF THE GROUND.
 HX0905
 HX0905                          STATION RECOVERY (1983)
 HX0905
 HX0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0941 ***********************************************************************
 HX0941  DESIGNATION -  N 251
 HX0941  PID         -  HX0941
 HX0941  STATE/COUNTY-  WV/GREENBRIER
 HX0941  USGS QUAD   -  TROUT (1995)
 HX0941
 HX0941                         *CURRENT SURVEY CONTROL
 HX0941  ___________________________________________________________________
 HX0941* NAD 83(1986)-  38 04 19.     (N)    080 25 14.     (W)     SCALED    
 HX0941* NAVD 88     -       728.887  (meters)    2391.36   (feet)  ADJUSTED  
 HX0941  ___________________________________________________________________
 HX0941  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX0941  DYNAMIC HT  -         728.269 (meters)    2389.33  (feet)  COMP
 HX0941  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 HX0941
 HX0941  VERT ORDER  -  SECOND    CLASS 0
 HX0941
 HX0941.The horizontal coordinates were scaled from a topographic map and have
 HX0941.an estimated accuracy of +/- 6 seconds.
 HX0941
 HX0941.The orthometric height was determined by differential leveling
 HX0941.and adjusted by the National Geodetic Survey in June 1991..
 HX0941
 HX0941.The geoid height was determined by GEOID03.
 HX0941
 HX0941.The dynamic height is computed by dividing the NAVD 88
 HX0941.geopotential number by the normal gravity value computed on the
 HX0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0941.degrees latitude (g = 980.6199 gals.).
 HX0941
 HX0941.The modeled gravity was interpolated from observed gravity values.
 HX0941
 HX0941;                    North         East    Units  Estimated Accuracy
 HX0941;SPC WV S     -   119,130.      650,840.      MT  (+/- 180 meters Scaled)
 HX0941
 HX0941                          SUPERSEDED SURVEY CONTROL
 HX0941
 HX0941  NGVD 29 (??/??/92)  728.986  (m)         2391.68   (f) ADJ UNCH    2 0
 HX0941
 HX0941.Superseded values are not recommended for survey control.
 HX0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0941.See file dsdata.txt to determine how the superseded data were derived.
 HX0941
 HX0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC508139(NAD 83)
 HX0941_MARKER: DB = BENCH MARK DISK
 HX0941_SETTING: 66 = SET IN ROCK OUTCROP
 HX0941_SP_SET: ROCK CUT
 HX0941_STAMPING: N 251 1962
 HX0941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0941+STABILITY: POSITION/ELEVATION WELL
 HX0941
 HX0941  HISTORY     - Date     Condition        Report By
 HX0941  HISTORY     - 1962     MONUMENTED       CGS
 HX0941
 HX0941                          STATION DESCRIPTION
 HX0941
 HX0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0941'1.4 MI SW FROM LEONARD.
 HX0941'1.4 MILES SOUTHWEST ALONG SPRING CREEK ROAD FROM THE SCHOOL
 HX0941'AT LEONARD, 0.6 NORTH OF A 30-FOOT CONCRETE BRIDGE OVER SPRING
 HX0941'CREEK, 0.1 MILE SOUTH OF A WOODEN BRIDGE OVER SPRING CREEK, ON
 HX0941'THE INSIDE OF A CURVE WITH TANGENTS EXTENDING TO THE SOUTHWEST
 HX0941'AND NORTHEAST, SET VERTICALLY IN A ROCK CUT THAT IS ABOUT
 HX0941'150-FOOT LONG AND 25-FOOT HIGH, (IN THE WEST FACE OF THE ROCK)
 HX0941'10 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 1/2 FEET
 HX0941'ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0784 ***********************************************************************
 HX0784  DESIGNATION -  N 252
 HX0784  PID         -  HX0784
 HX0784  STATE/COUNTY-  WV/POCAHONTAS
 HX0784  USGS QUAD   -  WOODROW (1995)
 HX0784
 HX0784                         *CURRENT SURVEY CONTROL
 HX0784  ___________________________________________________________________
 HX0784* NAD 83(1986)-  38 19 00.     (N)    080 13 33.     (W)     SCALED    
 HX0784* NAVD 88     -      1203.873  (meters)    3949.71   (feet)  ADJUSTED  
 HX0784  ___________________________________________________________________
 HX0784  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0784  DYNAMIC HT  -        1202.883 (meters)    3946.46  (feet)  COMP
 HX0784  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 HX0784
 HX0784  VERT ORDER  -  SECOND    CLASS 0
 HX0784
 HX0784.The horizontal coordinates were scaled from a topographic map and have
 HX0784.an estimated accuracy of +/- 6 seconds.
 HX0784
 HX0784.The orthometric height was determined by differential leveling
 HX0784.and adjusted by the National Geodetic Survey in June 1991..
 HX0784
 HX0784.The geoid height was determined by GEOID03.
 HX0784
 HX0784.The dynamic height is computed by dividing the NAVD 88
 HX0784.geopotential number by the normal gravity value computed on the
 HX0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0784.degrees latitude (g = 980.6199 gals.).
 HX0784
 HX0784.The modeled gravity was interpolated from observed gravity values.
 HX0784
 HX0784;                    North         East    Units  Estimated Accuracy
 HX0784;SPC WV S     -   146,420.      667,700.      MT  (+/- 180 meters Scaled)
 HX0784
 HX0784                          SUPERSEDED SURVEY CONTROL
 HX0784
 HX0784  NGVD 29 (??/??/92) 1203.968  (m)         3950.02   (f) ADJ UNCH    2 0
 HX0784
 HX0784.Superseded values are not recommended for survey control.
 HX0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0784.See file dsdata.txt to determine how the superseded data were derived.
 HX0784
 HX0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC676412(NAD 83)
 HX0784_MARKER: DB = BENCH MARK DISK
 HX0784_SETTING: 80 = SET IN A BOULDER
 HX0784_SP_SET: BOULDER
 HX0784_STAMPING: N 252 1962
 HX0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0784+STABILITY: SURFACE MOTION
 HX0784
 HX0784  HISTORY     - Date     Condition        Report By
 HX0784  HISTORY     - 1962     MONUMENTED       CGS
 HX0784
 HX0784                          STATION DESCRIPTION
 HX0784
 HX0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0784'7 MI NW FROM WOODROW.
 HX0784'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0784'GRADE SCHOOL, THENCE 5.6 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0784'ROAD 76, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX0784'TO THE NORTHEAST AND SOUTH, SET VERTICALLY IN THE SOUTHEAST FACE
 HX0784'OF A IRREGULAR SHAPED EMBEDDED BOULDER THAT PROJECTS OUT FROM
 HX0784'THE BANK, 2 1/2 FEET EAST OF THE WEST CORNER OF THE ROCK, 14 1/2
 HX0784'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 6 INCHES ABOVE
 HX0784'THE GROUND, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0644 ***********************************************************************
 HX0644  DESIGNATION -  N 253
 HX0644  PID         -  HX0644
 HX0644  STATE/COUNTY-  WV/RANDOLPH
 HX0644  USGS QUAD   -  MINGO (1995)
 HX0644
 HX0644                         *CURRENT SURVEY CONTROL
 HX0644  ___________________________________________________________________
 HX0644* NAD 83(1986)-  38 28 39.     (N)    080 02 13.     (W)     SCALED    
 HX0644* NAVD 88     -       878.246  (meters)    2881.38   (feet)  ADJUSTED  
 HX0644  ___________________________________________________________________
 HX0644  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HX0644  DYNAMIC HT  -         877.533 (meters)    2879.04  (feet)  COMP
 HX0644  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 HX0644
 HX0644  VERT ORDER  -  FIRST     CLASS II
 HX0644
 HX0644.The horizontal coordinates were scaled from a topographic map and have
 HX0644.an estimated accuracy of +/- 6 seconds.
 HX0644
 HX0644.The orthometric height was determined by differential leveling
 HX0644.and adjusted by the National Geodetic Survey in June 1991..
 HX0644
 HX0644.The geoid height was determined by GEOID03.
 HX0644
 HX0644.The dynamic height is computed by dividing the NAVD 88
 HX0644.geopotential number by the normal gravity value computed on the
 HX0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0644.degrees latitude (g = 980.6199 gals.).
 HX0644
 HX0644.The modeled gravity was interpolated from observed gravity values.
 HX0644
 HX0644;                    North         East    Units  Estimated Accuracy
 HX0644;SPC WV S     -   164,420.      684,030.      MT  (+/- 180 meters Scaled)
 HX0644
 HX0644                          SUPERSEDED SURVEY CONTROL
 HX0644
 HX0644  NGVD 29 (??/??/92)  878.317  (m)         2881.61   (f) ADJ UNCH    1 2
 HX0644
 HX0644.Superseded values are not recommended for survey control.
 HX0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0644.See file dsdata.txt to determine how the superseded data were derived.
 HX0644
 HX0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC840592(NAD 83)
 HX0644_MARKER: DB = BENCH MARK DISK
 HX0644_SETTING: 66 = SET IN ROCK OUTCROP
 HX0644_SP_SET: SET IN ROCK OUTCROP
 HX0644_STAMPING: N 253 1962
 HX0644_MARK LOGO: CGS   
 HX0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0644+STABILITY: POSITION/ELEVATION WELL
 HX0644
 HX0644  HISTORY     - Date     Condition        Report By
 HX0644  HISTORY     - 1962     MONUMENTED       CGS
 HX0644  HISTORY     - 1983     GOOD             NGS
 HX0644
 HX0644                          STATION DESCRIPTION
 HX0644
 HX0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0644'1.8 MI NW FROM MACE.
 HX0644'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 HX0644'AT MACE, ABOUT 0.65 MILE SOUTHEAST OF THE BRIDGE OVER THE
 HX0644'TYGART RIVER, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK
 HX0644'THAT IS 350 YARDS LONG AND 10-FOOT HIGH AT THE POINT WHERE THE
 HX0644'MARK IS SET, 92 FEET SOUTHEAST OF THE NORTHWEST END OF THE CUT,
 HX0644'19 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 105 FEET
 HX0644'SOUTHEAST OF A 24-INCH PIPE CULVERT, ABOUT 1 1/2 FEET ABOVE
 HX0644'THE LEVEL OF THE GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 HX0644'OF THE HIGHWAY.
 HX0644
 HX0644                          STATION RECOVERY (1983)
 HX0644
 HX0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0075 ***********************************************************************
 GX0075  DESIGNATION -  N 254
 GX0075  PID         -  GX0075
 GX0075  STATE/COUNTY-  WV/GREENBRIER
 GX0075  USGS QUAD   -  ANTHONY (1995)
 GX0075
 GX0075                         *CURRENT SURVEY CONTROL
 GX0075  ___________________________________________________________________
 GX0075* NAD 83(1986)-  37 59 34.     (N)    080 20 17.     (W)     SCALED    
 GX0075* NAVD 88     -       575.154  (meters)    1886.98   (feet)  ADJUSTED  
 GX0075  ___________________________________________________________________
 GX0075  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0075  DYNAMIC HT  -         574.678 (meters)    1885.42  (feet)  COMP
 GX0075  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 GX0075
 GX0075  VERT ORDER  -  SECOND    CLASS 0
 GX0075
 GX0075.The horizontal coordinates were scaled from a topographic map and have
 GX0075.an estimated accuracy of +/- 6 seconds.
 GX0075
 GX0075.The orthometric height was determined by differential leveling
 GX0075.and adjusted by the National Geodetic Survey in June 1991..
 GX0075
 GX0075.The geoid height was determined by GEOID03.
 GX0075
 GX0075.The dynamic height is computed by dividing the NAVD 88
 GX0075.geopotential number by the normal gravity value computed on the
 GX0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0075.degrees latitude (g = 980.6199 gals.).
 GX0075
 GX0075.The modeled gravity was interpolated from observed gravity values.
 GX0075
 GX0075;                    North         East    Units  Estimated Accuracy
 GX0075;SPC WV S     -   110,390.      658,140.      MT  (+/- 180 meters Scaled)
 GX0075
 GX0075                          SUPERSEDED SURVEY CONTROL
 GX0075
 GX0075  NGVD 29 (??/??/92)  575.285  (m)         1887.41   (f) ADJ UNCH    2 0
 GX0075
 GX0075.Superseded values are not recommended for survey control.
 GX0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0075.See file dsdata.txt to determine how the superseded data were derived.
 GX0075
 GX0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC581052(NAD 83)
 GX0075_MARKER: DB = BENCH MARK DISK
 GX0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0075_SP_SET: CONC FOUNDATION
 GX0075_STAMPING: N 254 1962
 GX0075
 GX0075  HISTORY     - Date     Condition        Report By
 GX0075  HISTORY     - UNK      MONUMENTED
 GX0075
 GX0075                          STATION DESCRIPTION
 GX0075
 GX0075'DESCRIBED UNK
 GX0075'1 MI NE FROM RENICK.
 GX0075'ABOUT 1.0 MILE NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0075'FROM THE STATION AT RENICK, 31 1/2 RAILS WEST OF MILEPOST 26, SET
 GX0075'VERTICALLY IN THE SOUTH FACE OF A CONCRETE FOUNDATION OF A COAL
 GX0075'TIPPLE, 18 FEET EAST OF THE WEST END OF THE FOUNDATION, 1 FOOT
 GX0075'ABOVE THE GROUND, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0687 ***********************************************************************
 HX0687  DESIGNATION -  N 255
 HX0687  PID         -  HX0687
 HX0687  STATE/COUNTY-  WV/POCAHONTAS
 HX0687  USGS QUAD   -  SHARP KNOB (1995)
 HX0687
 HX0687                         *CURRENT SURVEY CONTROL
 HX0687  ___________________________________________________________________
 HX0687* NAD 83(1986)-  38 25 42.     (N)    080 10 15.     (W)     SCALED    
 HX0687* NAVD 88     -      1247.279  (meters)    4092.11   (feet)  ADJUSTED  
 HX0687  ___________________________________________________________________
 HX0687  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0687  DYNAMIC HT  -        1246.291 (meters)    4088.87  (feet)  COMP
 HX0687  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 HX0687
 HX0687  VERT ORDER  -  SECOND    CLASS 0
 HX0687
 HX0687.The horizontal coordinates were scaled from a topographic map and have
 HX0687.an estimated accuracy of +/- 6 seconds.
 HX0687
 HX0687.The orthometric height was determined by differential leveling
 HX0687.and adjusted by the National Geodetic Survey in June 1991..
 HX0687
 HX0687.The geoid height was determined by GEOID03.
 HX0687
 HX0687.The dynamic height is computed by dividing the NAVD 88
 HX0687.geopotential number by the normal gravity value computed on the
 HX0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0687.degrees latitude (g = 980.6199 gals.).
 HX0687
 HX0687.The modeled gravity was interpolated from observed gravity values.
 HX0687
 HX0687;                    North         East    Units  Estimated Accuracy
 HX0687;SPC WV S     -   158,850.      672,400.      MT  (+/- 180 meters Scaled)
 HX0687
 HX0687                          SUPERSEDED SURVEY CONTROL
 HX0687
 HX0687  NGVD 29 (??/??/92) 1247.400  (m)         4092.51   (f) ADJ UNCH    2 0
 HX0687
 HX0687.Superseded values are not recommended for survey control.
 HX0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0687.See file dsdata.txt to determine how the superseded data were derived.
 HX0687
 HX0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC723536(NAD 83)
 HX0687_MARKER: DB = BENCH MARK DISK
 HX0687_SETTING: 66 = SET IN ROCK OUTCROP
 HX0687_SP_SET: ROCK OUTCROP
 HX0687_STAMPING: N 255 1962
 HX0687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0687+STABILITY: POSITION/ELEVATION WELL
 HX0687
 HX0687  HISTORY     - Date     Condition        Report By
 HX0687  HISTORY     - 1962     MONUMENTED       CGS
 HX0687
 HX0687                          STATION DESCRIPTION
 HX0687
 HX0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0687'21.3 MI SE FROM BOLAIR.
 HX0687'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0687'BOLAIR, THENCE 21.1 MILES SOUTHEAST ALONG GAULEY RIVER ROAD,
 HX0687'ABOUT 0.2 MILE SOUTHEAST OF A Y JUNCTION OF A ROAD LEADING
 HX0687'NORTHEAST, ON THE INSIDE AT THE SOUTH END OF A LONG CURVE
 HX0687'WITH THE TANGENTS EXTENDING TO THE SOUTH AND WEST, ON TOP OF A
 HX0687'FLAT ROCK OUTCROP, 46 FEET NORTHWEST OF THE WEST END OF A 24 INCH
 HX0687'PIPE CULVERT, 37 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 HX0687'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0596 ***********************************************************************
 HX0596  DESIGNATION -  N 256
 HX0596  PID         -  HX0596
 HX0596  STATE/COUNTY-  WV/POCAHONTAS
 HX0596  USGS QUAD   -  MINGO (1995)
 HX0596
 HX0596                         *CURRENT SURVEY CONTROL
 HX0596  ___________________________________________________________________
 HX0596* NAD 83(1986)-  38 26 31.     (N)    080 07 14.     (W)     SCALED    
 HX0596* NAVD 88     -       790.395  (meters)    2593.15   (feet)  ADJUSTED  
 HX0596  ___________________________________________________________________
 HX0596  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0596  DYNAMIC HT  -         789.762 (meters)    2591.08  (feet)  COMP
 HX0596  MODELED GRAV-     979,800.9   (mgal)                       NAVD 88
 HX0596
 HX0596  VERT ORDER  -  SECOND    CLASS 0
 HX0596
 HX0596.The horizontal coordinates were scaled from a topographic map and have
 HX0596.an estimated accuracy of +/- 6 seconds.
 HX0596
 HX0596.The orthometric height was determined by differential leveling
 HX0596.and adjusted by the National Geodetic Survey in June 1991..
 HX0596
 HX0596.The geoid height was determined by GEOID03.
 HX0596
 HX0596.The dynamic height is computed by dividing the NAVD 88
 HX0596.geopotential number by the normal gravity value computed on the
 HX0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0596.degrees latitude (g = 980.6199 gals.).
 HX0596
 HX0596.The modeled gravity was interpolated from observed gravity values.
 HX0596
 HX0596;                    North         East    Units  Estimated Accuracy
 HX0596;SPC WV S     -   160,410.      676,770.      MT  (+/- 180 meters Scaled)
 HX0596
 HX0596                          SUPERSEDED SURVEY CONTROL
 HX0596
 HX0596  NGVD 29 (??/??/92)  790.495  (m)         2593.48   (f) ADJ UNCH    2 0
 HX0596
 HX0596.Superseded values are not recommended for survey control.
 HX0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0596.See file dsdata.txt to determine how the superseded data were derived.
 HX0596
 HX0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC767552(NAD 83)
 HX0596_MARKER: DB = BENCH MARK DISK
 HX0596_SETTING: 80 = SET IN A BOULDER
 HX0596_SP_SET: BOULDER
 HX0596_STAMPING: N 256 1962
 HX0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0596+STABILITY: SURFACE MOTION
 HX0596
 HX0596  HISTORY     - Date     Condition        Report By
 HX0596  HISTORY     - 1962     MONUMENTED       CGS
 HX0596
 HX0596                          STATION DESCRIPTION
 HX0596
 HX0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0596'2 MI N FROM SLATY FORK.
 HX0596'2.0 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HX0596'POST OFFICE AT SLATY FORK, AT MILEPOST 55-6, ON THE OUTSIDE OF A
 HX0596'CURVE WITH TANGENTS EXTENDING WEST AND NORTHWEST, SET VERTICALLY
 HX0596'IN THE NORTHWEST FACE OF A ROCK THAT IS 258-FOOT LONG AND 30-FOOT
 HX0596'HIGH, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET
 HX0596'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0039 ***********************************************************************
 HX0039  DESIGNATION -  N 257
 HX0039  PID         -  HX0039
 HX0039  STATE/COUNTY-  WV/RANDOLPH
 HX0039  USGS QUAD   -  VALLEY HEAD (1995)
 HX0039
 HX0039                         *CURRENT SURVEY CONTROL
 HX0039  ___________________________________________________________________
 HX0039* NAD 83(1986)-  38 33 25.     (N)    080 07 00.     (W)     SCALED    
 HX0039* NAVD 88     -      1075.025  (meters)    3526.98   (feet)  ADJUSTED  
 HX0039  ___________________________________________________________________
 HX0039  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0039  DYNAMIC HT  -        1074.138 (meters)    3524.07  (feet)  COMP
 HX0039  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 HX0039
 HX0039  VERT ORDER  -  SECOND    CLASS 0
 HX0039
 HX0039.The horizontal coordinates were scaled from a topographic map and have
 HX0039.an estimated accuracy of +/- 6 seconds.
 HX0039
 HX0039.The orthometric height was determined by differential leveling
 HX0039.and adjusted by the National Geodetic Survey in June 1991..
 HX0039
 HX0039.The geoid height was determined by GEOID03.
 HX0039
 HX0039.The dynamic height is computed by dividing the NAVD 88
 HX0039.geopotential number by the normal gravity value computed on the
 HX0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0039.degrees latitude (g = 980.6199 gals.).
 HX0039
 HX0039.The modeled gravity was interpolated from observed gravity values.
 HX0039
 HX0039;                    North         East    Units  Estimated Accuracy
 HX0039;SPC WV S     -   173,170.      676,990.      MT  (+/- 180 meters Scaled)
 HX0039
 HX0039                          SUPERSEDED SURVEY CONTROL
 HX0039
 HX0039  NGVD 29 (??/??/92) 1075.110  (m)         3527.26   (f) ADJ UNCH    2 0
 HX0039
 HX0039.Superseded values are not recommended for survey control.
 HX0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0039.See file dsdata.txt to determine how the superseded data were derived.
 HX0039
 HX0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC769679(NAD 83)
 HX0039_MARKER: DB = BENCH MARK DISK
 HX0039_SETTING: 80 = SET IN A BOULDER
 HX0039_SP_SET: BOULDER
 HX0039_STAMPING: N 257 1962
 HX0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0039+STABILITY: SURFACE MOTION
 HX0039
 HX0039  HISTORY     - Date     Condition        Report By
 HX0039  HISTORY     - 1962     MONUMENTED       CGS
 HX0039
 HX0039                          STATION DESCRIPTION
 HX0039
 HX0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0039'1.2 MI W FROM MONTERVILLE.
 HX0039'ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY 15 FROM THE ELEMENTARY
 HX0039'SCHOOL AT MONTERVILLE, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HX0039'EXTENDING WEST AND SOUTHEAST, 27 FEET NORTHEAST OF CENTER LINE
 HX0039'OF HIGHWAY, ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY, 1.3 FEET
 HX0039'NORTHWEST OF SOUTHEAST END OF BOULDER, AND SET ON TOP OF A 9
 HX0039'FOOT LONG-BY-2 FOOT WIDE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0167 ***********************************************************************
 HX0167  DESIGNATION -  N 258
 HX0167  PID         -  HX0167
 HX0167  STATE/COUNTY-  WV/WEBSTER
 HX0167  USGS QUAD   -  DIANA (1982)
 HX0167
 HX0167                         *CURRENT SURVEY CONTROL
 HX0167  ___________________________________________________________________
 HX0167* NAD 83(1986)-  38 30 25.     (N)    080 25 18.     (W)     SCALED    
 HX0167* NAVD 88     -       661.411  (meters)    2169.98   (feet)  ADJUSTED  
 HX0167  ___________________________________________________________________
 HX0167  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HX0167  DYNAMIC HT  -         660.905 (meters)    2168.32  (feet)  COMP
 HX0167  MODELED GRAV-     979,841.8   (mgal)                       NAVD 88
 HX0167
 HX0167  VERT ORDER  -  SECOND    CLASS 0
 HX0167
 HX0167.The horizontal coordinates were scaled from a topographic map and have
 HX0167.an estimated accuracy of +/- 6 seconds.
 HX0167
 HX0167.The orthometric height was determined by differential leveling
 HX0167.and adjusted by the National Geodetic Survey in June 1991..
 HX0167
 HX0167.The geoid height was determined by GEOID03.
 HX0167
 HX0167.The dynamic height is computed by dividing the NAVD 88
 HX0167.geopotential number by the normal gravity value computed on the
 HX0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0167.degrees latitude (g = 980.6199 gals.).
 HX0167
 HX0167.The modeled gravity was interpolated from observed gravity values.
 HX0167
 HX0167;                    North         East    Units  Estimated Accuracy
 HX0167;SPC WV S     -   167,410.      650,440.      MT  (+/- 180 meters Scaled)
 HX0167
 HX0167                          SUPERSEDED SURVEY CONTROL
 HX0167
 HX0167  NGVD 29 (??/??/92)  661.568  (m)         2170.49   (f) ADJ UNCH    2 0
 HX0167
 HX0167.Superseded values are not recommended for survey control.
 HX0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0167.See file dsdata.txt to determine how the superseded data were derived.
 HX0167
 HX0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC504622(NAD 83)
 HX0167_MARKER: DB = BENCH MARK DISK
 HX0167_SETTING: 66 = SET IN ROCK OUTCROP
 HX0167_SP_SET: UNSPECIFIED ROCK
 HX0167_STAMPING: N 258 1962
 HX0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0167+STABILITY: POSITION/ELEVATION WELL
 HX0167
 HX0167  HISTORY     - Date     Condition        Report By
 HX0167  HISTORY     - 1962     MONUMENTED       CGS
 HX0167
 HX0167                          STATION DESCRIPTION
 HX0167
 HX0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0167'2.8 MI N FROM WEBSTER SPRINGS.
 HX0167'ABOUT 2.8 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE JUNCTION
 HX0167'OF STATE HIGHWAYS 20 AND 15 AT WEBSTER SPRINGS, 0.5 MILE NORTH
 HX0167'OF THE LAUREL MOUNTAIN METHODIST CHURCH, SET ON TOP OF A ROCK
 HX0167'THAT IS ABOUT 20 FEET LONG AND 2 FEET HIGH, 15 FEET WEST OF THE
 HX0167'CENTER LINE OF THE HIGHWAY, 6 FEET SOUTH OF THE NORTH END OF THE
 HX0167'ROCK, 0.6 FOOT WEST OF THE EAST EDGE OF THE ROCK, AND ABOUT
 HX0167'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0195 ***********************************************************************
 HX0195  DESIGNATION -  N 259
 HX0195  PID         -  HX0195
 HX0195  STATE/COUNTY-  WV/WEBSTER
 HX0195  USGS QUAD   -  GOSHEN (1987)
 HX0195
 HX0195                         *CURRENT SURVEY CONTROL
 HX0195  ___________________________________________________________________
 HX0195* NAD 83(1986)-  38 40 23.     (N)    080 22 03.     (W)     SCALED    
 HX0195* NAVD 88     -       592.005  (meters)    1942.27   (feet)  ADJUSTED  
 HX0195  ___________________________________________________________________
 HX0195  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 HX0195  DYNAMIC HT  -         591.586 (meters)    1940.90  (feet)  COMP
 HX0195  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 HX0195
 HX0195  VERT ORDER  -  SECOND    CLASS 0
 HX0195
 HX0195.The horizontal coordinates were scaled from a topographic map and have
 HX0195.an estimated accuracy of +/- 6 seconds.
 HX0195
 HX0195.The orthometric height was determined by differential leveling
 HX0195.and adjusted by the National Geodetic Survey in June 1991..
 HX0195
 HX0195.The geoid height was determined by GEOID03.
 HX0195
 HX0195.The dynamic height is computed by dividing the NAVD 88
 HX0195.geopotential number by the normal gravity value computed on the
 HX0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0195.degrees latitude (g = 980.6199 gals.).
 HX0195
 HX0195.The modeled gravity was interpolated from observed gravity values.
 HX0195
 HX0195;                    North         East    Units  Estimated Accuracy
 HX0195;SPC WV S     -   185,880.      655,040.      MT  (+/- 180 meters Scaled)
 HX0195
 HX0195                          SUPERSEDED SURVEY CONTROL
 HX0195
 HX0195  NGVD 29 (??/??/92)  592.178  (m)         1942.84   (f) ADJ UNCH    2 0
 HX0195
 HX0195.Superseded values are not recommended for survey control.
 HX0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0195.See file dsdata.txt to determine how the superseded data were derived.
 HX0195
 HX0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC550806(NAD 83)
 HX0195_MARKER: DB = BENCH MARK DISK
 HX0195_SETTING: 66 = SET IN ROCK OUTCROP
 HX0195_SP_SET: ROCK CUT
 HX0195_STAMPING: N 259 1962
 HX0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0195+STABILITY: POSITION/ELEVATION WELL
 HX0195
 HX0195  HISTORY     - Date     Condition        Report By
 HX0195  HISTORY     - 1962     MONUMENTED       CGS
 HX0195
 HX0195                          STATION DESCRIPTION
 HX0195
 HX0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0195'2.6 MI N FROM HACKER VALLEY.
 HX0195'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0195'AT HACKER VALLEY, 0.3 MILE NORTH OF THE MAIN ENTRANCE OF THE
 HX0195'HOLLY RIVER STATE PARK, ON THE INSIDE OF A CURVE WITH THE
 HX0195'TANGENTS EXTENDING NORTHWEST AND SOUTHWEST, SET VERTICALLY IN
 HX0195'THE EAST FACE OF A ROCK CUT, 22 FEET WEST OF THE CENTER LINE
 HX0195'OF THE HIGHWAY, 25 FEET SOUTHWEST OF A TELEPHONE POLE 100/255,
 HX0195'6 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK CUT, AND ABOUT
 HX0195'4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1031 ***********************************************************************
 JX1031  DESIGNATION -  N 26
 JX1031  PID         -  JX1031
 JX1031  STATE/COUNTY-  WV/PLEASANTS
 JX1031  USGS QUAD   -  SCHULTZ (1975)
 JX1031
 JX1031                         *CURRENT SURVEY CONTROL
 JX1031  ___________________________________________________________________
 JX1031* NAD 83(1986)-  39 21 54.     (N)    081 08 45.     (W)     SCALED    
 JX1031* NAVD 88     -       338.844  (meters)    1111.69   (feet)  ADJUSTED  
 JX1031  ___________________________________________________________________
 JX1031  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JX1031  DYNAMIC HT  -         338.637 (meters)    1111.01  (feet)  COMP
 JX1031  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 JX1031
 JX1031  VERT ORDER  -  SECOND    CLASS 0
 JX1031
 JX1031.The horizontal coordinates were scaled from a topographic map and have
 JX1031.an estimated accuracy of +/- 6 seconds.
 JX1031
 JX1031.The orthometric height was determined by differential leveling
 JX1031.and adjusted by the National Geodetic Survey in June 1991..
 JX1031
 JX1031.The geoid height was determined by GEOID03.
 JX1031
 JX1031.The dynamic height is computed by dividing the NAVD 88
 JX1031.geopotential number by the normal gravity value computed on the
 JX1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1031.degrees latitude (g = 980.6199 gals.).
 JX1031
 JX1031.The modeled gravity was interpolated from observed gravity values.
 JX1031
 JX1031;                    North         East    Units  Estimated Accuracy
 JX1031;SPC WV N     -    97,330.      458,180.      MT  (+/- 180 meters Scaled)
 JX1031
 JX1031                          SUPERSEDED SURVEY CONTROL
 JX1031
 JX1031  NGVD 29 (??/??/92)  339.000  (m)         1112.20   (f) ADJ UNCH    2 0
 JX1031
 JX1031.Superseded values are not recommended for survey control.
 JX1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1031.See file dsdata.txt to determine how the superseded data were derived.
 JX1031
 JX1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD874572(NAD 83)
 JX1031_MARKER: DB = BENCH MARK DISK
 JX1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1031_STAMPING: N 26 1935
 JX1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1031+STABILITY: SURFACE MOTION
 JX1031
 JX1031  HISTORY     - Date     Condition        Report By
 JX1031  HISTORY     - 1935     MONUMENTED       CGS
 JX1031  HISTORY     - 1957     GOOD             NGS
 JX1031
 JX1031                          STATION DESCRIPTION
 JX1031
 JX1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX1031'5.5 MI NW FROM FINCH.
 JX1031'ABOUT 5.5 MILES NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 50 FROM
 JX1031'THE MT. OLIVET METHODIST CHURCH AND CEMETERY AT FINCH, ABOUT 0.2
 JX1031'MILE WEST OF CLOVERDALE CHURCH AND CEMETERY, ABOUT 60 YARDS SOUTH
 JX1031'OF CENTER LINE OF HIGHWAY, 141 FEET NORTHEAST OF NORTHEAST
 JX1031'CORNER OF CLOVERDALE SCHOOL, 23 FEET SOUTH OF CENTER LINE OF
 JX1031'ABANDONED HIGHWAY, 134 1/2 FEET NORTHEAST OF NORTHEAST CORNER OF
 JX1031'CONCRETE CURB OF A WELL, 13 FEET EAST OF A POWER POLE, 3 FEET
 JX1031'NORTHEAST OF A FENCE CORNER AND SET IN THE TOP OF A CONCRETE
 JX1031'POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0335 ***********************************************************************
 HX0335  DESIGNATION -  N 260
 HX0335  PID         -  HX0335
 HX0335  STATE/COUNTY-  WV/RANDOLPH
 HX0335  USGS QUAD   -  PICKENS (1977)
 HX0335
 HX0335                         *CURRENT SURVEY CONTROL
 HX0335  ___________________________________________________________________
 HX0335* NAD 83(1986)-  38 37 33.     (N)    080 07 31.     (W)     SCALED    
 HX0335* NAVD 88     -      1138.985  (meters)    3736.82   (feet)  ADJUSTED  
 HX0335  ___________________________________________________________________
 HX0335  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HX0335  DYNAMIC HT  -        1138.045 (meters)    3733.74  (feet)  COMP
 HX0335  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 HX0335
 HX0335  VERT ORDER  -  SECOND    CLASS 0
 HX0335
 HX0335.The horizontal coordinates were scaled from a topographic map and have
 HX0335.an estimated accuracy of +/- 6 seconds.
 HX0335
 HX0335.The orthometric height was determined by differential leveling
 HX0335.and adjusted by the National Geodetic Survey in June 1991..
 HX0335
 HX0335.The geoid height was determined by GEOID03.
 HX0335
 HX0335.The dynamic height is computed by dividing the NAVD 88
 HX0335.geopotential number by the normal gravity value computed on the
 HX0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0335.degrees latitude (g = 980.6199 gals.).
 HX0335
 HX0335.The modeled gravity was interpolated from observed gravity values.
 HX0335
 HX0335;                    North         East    Units  Estimated Accuracy
 HX0335;SPC WV S     -   180,810.      676,170.      MT  (+/- 180 meters Scaled)
 HX0335
 HX0335                          SUPERSEDED SURVEY CONTROL
 HX0335
 HX0335  NGVD 29 (??/??/92) 1139.077  (m)         3737.12   (f) ADJ UNCH    2 0
 HX0335
 HX0335.Superseded values are not recommended for survey control.
 HX0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0335.See file dsdata.txt to determine how the superseded data were derived.
 HX0335
 HX0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC761756(NAD 83)
 HX0335_MARKER: DB = BENCH MARK DISK
 HX0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0335_STAMPING: N 260 1962
 HX0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0335+STABILITY: SURFACE MOTION
 HX0335
 HX0335  HISTORY     - Date     Condition        Report By
 HX0335  HISTORY     - 1962     MONUMENTED       CGS
 HX0335
 HX0335                          STATION DESCRIPTION
 HX0335
 HX0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0335'6 MI N FROM MONTERVILLE.
 HX0335'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 HX0335'OFFICE AT MONTERVILLE, THENCE ABOUT 6.0 MILE NORTH ALONG COUNTY
 HX0335'ROAD 45, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX0335'TO THE WEST AND NORTH, 61 FEET SOUTH OF THE CENTER LINE OF THE
 HX0335'ROAD, 61 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING TO A GAS
 HX0335'WELL, 55 FEET SOUTH OF A PIPE CULVERT (CONCRETE) FOR A SMALL
 HX0335'STREAM, 1 1/2 FEET WEST OF A STEEL WITNESS POST, ABOUT 2 FEET
 HX0335'ABOVE THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A CONCRETE
 HX0335'POST THAT IS PROJECTING ABOUT 2 INCHES.  NOTE-- THIS BENCH MARK
 HX0335'CAN ALSO BE REACHED BY GOING ABOUT 0.7 MILE SOUTHEAST ALONG
 HX0335'COUNTY ROAD 47 FROM THE POST OFFICE AT PICKENS, THENCE ABOUT 6.3
 HX0335'MILES SOUTHEAST ALONG COUNTY ROAD 45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0289 ***********************************************************************
 HX0289  DESIGNATION -  N 261
 HX0289  PID         -  HX0289
 HX0289  STATE/COUNTY-  WV/WEBSTER
 HX0289  USGS QUAD   -  SKELT (1982)
 HX0289
 HX0289                         *CURRENT SURVEY CONTROL
 HX0289  ___________________________________________________________________
 HX0289* NAD 83(1986)-  38 31 32.     (N)    080 18 50.     (W)     SCALED    
 HX0289* NAVD 88     -       941.100  (meters)    3087.59   (feet)  ADJUSTED  
 HX0289  ___________________________________________________________________
 HX0289  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX0289  DYNAMIC HT  -         940.341 (meters)    3085.10  (feet)  COMP
 HX0289  MODELED GRAV-     979,788.6   (mgal)                       NAVD 88
 HX0289
 HX0289  VERT ORDER  -  SECOND    CLASS 0
 HX0289
 HX0289.The horizontal coordinates were scaled from a topographic map and have
 HX0289.an estimated accuracy of +/- 6 seconds.
 HX0289
 HX0289.The orthometric height was determined by differential leveling
 HX0289.and adjusted by the National Geodetic Survey in June 1991..
 HX0289
 HX0289.The geoid height was determined by GEOID03.
 HX0289
 HX0289.The dynamic height is computed by dividing the NAVD 88
 HX0289.geopotential number by the normal gravity value computed on the
 HX0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0289.degrees latitude (g = 980.6199 gals.).
 HX0289
 HX0289.The modeled gravity was interpolated from observed gravity values.
 HX0289
 HX0289;                    North         East    Units  Estimated Accuracy
 HX0289;SPC WV S     -   169,540.      659,830.      MT  (+/- 180 meters Scaled)
 HX0289
 HX0289                          SUPERSEDED SURVEY CONTROL
 HX0289
 HX0289  NGVD 29 (??/??/92)  941.219  (m)         3087.98   (f) ADJ UNCH    2 0
 HX0289
 HX0289.Superseded values are not recommended for survey control.
 HX0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0289.See file dsdata.txt to determine how the superseded data were derived.
 HX0289
 HX0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC598643(NAD 83)
 HX0289_MARKER: DB = BENCH MARK DISK
 HX0289_SETTING: 80 = SET IN A BOULDER
 HX0289_SP_SET: BOULDER
 HX0289_STAMPING: N 261 1962
 HX0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0289+STABILITY: SURFACE MOTION
 HX0289
 HX0289  HISTORY     - Date     Condition        Report By
 HX0289  HISTORY     - 1962     MONUMENTED       CGS
 HX0289
 HX0289                          STATION DESCRIPTION
 HX0289
 HX0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0289'10.4 MI NE FROM WEBSTER SPRINGS.
 HX0289'ABOUT 10.3 MILES SOUTHWEST AND THEN NORTHEAST ALONG STATE HIGHWAY
 HX0289'15 FROM THE COURT HOUSE IN WEBSTER SPRINGS, THENCE ABOUT 0.1
 HX0289'MILE NORTHWEST ALONG TRAIL ROAD, ON THE INSIDE OF A CURVE WITH
 HX0289'TANGENTS EXTENDING SOUTHWEST AND NORTHWEST, SET ON TOP OF A ROCK
 HX0289'BOULDER THAT IS ABOUT 10-BY 12-FOOT LONG, 6 1/2 FEET WEST OF THE
 HX0289'CENTER LINE OF A DIRT ROAD LEADING TO A FARM HOUSE, 71 FEET NORTH
 HX0289'OF THE CENTER OF THE JUNCTION OF TWO ROADS LEADING TO BALTIMORE
 HX0289'RUN AND TO A FARM HOUSE, 13 1/2 FEET SOUTHWEST AND ACROSS THE
 HX0289'TRAIL FROM A LARGE BOULDER, 1 FOOT WEST OF THE EAST EDGE OF THE
 HX0289'ROCK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRAIL.  NOTE-- THIS
 HX0289'BENCH MARK CAN ALSO BE REACHED BY GOING ABOUT 0.2 MILE WEST
 HX0289'ALONG STATE HIGHWAY 15 FRM THE POINT MOUNTAIN METHODIST CHURCH,
 HX0289'THENCE ABOUT 0.1 MILE NORTWEST ALONG A TRAIL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1648 ***********************************************************************
 HX1648  DESIGNATION -  N 262
 HX1648  PID         -  HX1648
 HX1648  STATE/COUNTY-  WV/BRAXTON
 HX1648  USGS QUAD   -  NEWVILLE (1976)
 HX1648
 HX1648                         *CURRENT SURVEY CONTROL
 HX1648  ___________________________________________________________________
 HX1648* NAD 83(1986)-  38 40 47.     (N)    080 34 36.     (W)     SCALED    
 HX1648* NAVD 88     -       364.248  (meters)    1195.04   (feet)  ADJUSTED  
 HX1648  ___________________________________________________________________
 HX1648  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HX1648  DYNAMIC HT  -         363.996 (meters)    1194.21  (feet)  COMP
 HX1648  MODELED GRAV-     979,926.5   (mgal)                       NAVD 88
 HX1648
 HX1648  VERT ORDER  -  SECOND    CLASS 0
 HX1648
 HX1648.The horizontal coordinates were scaled from a topographic map and have
 HX1648.an estimated accuracy of +/- 6 seconds.
 HX1648
 HX1648.The orthometric height was determined by differential leveling
 HX1648.and adjusted by the National Geodetic Survey in June 1991..
 HX1648
 HX1648.The geoid height was determined by GEOID03.
 HX1648
 HX1648.The dynamic height is computed by dividing the NAVD 88
 HX1648.geopotential number by the normal gravity value computed on the
 HX1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1648.degrees latitude (g = 980.6199 gals.).
 HX1648
 HX1648.The modeled gravity was interpolated from observed gravity values.
 HX1648
 HX1648;                    North         East    Units  Estimated Accuracy
 HX1648;SPC WV S     -   186,520.      636,840.      MT  (+/- 180 meters Scaled)
 HX1648
 HX1648                          SUPERSEDED SURVEY CONTROL
 HX1648
 HX1648  NGVD 29 (??/??/92)  364.425  (m)         1195.62   (f) ADJ UNCH    2 0
 HX1648
 HX1648.Superseded values are not recommended for survey control.
 HX1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1648.See file dsdata.txt to determine how the superseded data were derived.
 HX1648
 HX1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC368813(NAD 83)
 HX1648_MARKER: DB = BENCH MARK DISK
 HX1648_SETTING: 80 = SET IN A BOULDER
 HX1648_SP_SET: BOULDER
 HX1648_STAMPING: N 262 1962
 HX1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1648+STABILITY: SURFACE MOTION
 HX1648
 HX1648  HISTORY     - Date     Condition        Report By
 HX1648  HISTORY     - 1962     MONUMENTED       CGS
 HX1648
 HX1648                          STATION DESCRIPTION
 HX1648
 HX1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1648'0.8 MI E FROM NEWVILLE.
 HX1648'ABOUT 0.8 MILE EAST ALONG A ROAD THAT LEADS TO KANAWHA CAMP FROM
 HX1648'THE POST OFFICE AT NEWVILLE, 46 1/2 FEET WEST OF THE SOUTHWEST
 HX1648'CORNER OF A BARN, SET ON TOP OF A ROCK THAT IS 12-BY 18-FEET
 HX1648'LONG, 40 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 0.8 FEET
 HX1648'NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK, 4 FEET SOUTHEAST
 HX1648'OF A 24-INCH TREE THAT IS GROWING IN THE TOP OF THE ROCK, AND
 HX1648'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0260 ***********************************************************************
 HX0260  DESIGNATION -  N 263
 HX0260  PID         -  HX0260
 HX0260  STATE/COUNTY-  WV/WEBSTER
 HX0260  USGS QUAD   -  ERBACON (1976)
 HX0260
 HX0260                         *CURRENT SURVEY CONTROL
 HX0260  ___________________________________________________________________
 HX0260* NAD 83(1986)-  38 32 13.     (N)    080 29 59.     (W)     SCALED    
 HX0260* NAVD 88     -       763.968  (meters)    2506.45   (feet)  ADJUSTED  
 HX0260  ___________________________________________________________________
 HX0260  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 HX0260  DYNAMIC HT  -         763.419 (meters)    2504.65  (feet)  COMP
 HX0260  MODELED GRAV-     979,881.8   (mgal)                       NAVD 88
 HX0260
 HX0260  VERT ORDER  -  SECOND    CLASS 0
 HX0260
 HX0260.The horizontal coordinates were scaled from a topographic map and have
 HX0260.an estimated accuracy of +/- 6 seconds.
 HX0260
 HX0260.The orthometric height was determined by differential leveling
 HX0260.and adjusted by the National Geodetic Survey in June 1991..
 HX0260
 HX0260.The geoid height was determined by GEOID03.
 HX0260
 HX0260.The dynamic height is computed by dividing the NAVD 88
 HX0260.geopotential number by the normal gravity value computed on the
 HX0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0260.degrees latitude (g = 980.6199 gals.).
 HX0260
 HX0260.The modeled gravity was interpolated from observed gravity values.
 HX0260
 HX0260;                    North         East    Units  Estimated Accuracy
 HX0260;SPC WV S     -   170,700.      643,620.      MT  (+/- 180 meters Scaled)
 HX0260
 HX0260                          SUPERSEDED SURVEY CONTROL
 HX0260
 HX0260  NGVD 29 (??/??/92)  764.153  (m)         2507.06   (f) ADJ UNCH    2 0
 HX0260
 HX0260.Superseded values are not recommended for survey control.
 HX0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0260.See file dsdata.txt to determine how the superseded data were derived.
 HX0260
 HX0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC436655(NAD 83)
 HX0260_MARKER: DB = BENCH MARK DISK
 HX0260_SETTING: 80 = SET IN A BOULDER
 HX0260_SP_SET: BOULDER
 HX0260_STAMPING: N 263 1962
 HX0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0260+STABILITY: SURFACE MOTION
 HX0260
 HX0260  HISTORY     - Date     Condition        Report By
 HX0260  HISTORY     - 1962     MONUMENTED       CGS
 HX0260
 HX0260                          STATION DESCRIPTION
 HX0260
 HX0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0260'6.9 MI NE FROM ERBACON.
 HX0260'ABOUT 1.0 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0260'FROM THE POST OFFICE AT ERBACON, THENCE 3.4 MILES EAST ALONG
 HX0260'WHITE OAK RUN ROAD, THENCE 1.8 MILES EAST ALONG A TRAIL THAT
 HX0260'FOLLOWS ALONG UPPER LAUREL FORK, THENCE 0.7 MILE EAST ALONG A
 HX0260'TRAIL, SET ON TOP OF THE SOUTHEAST END OF A ROCK THAT IS ABOUT
 HX0260'10-BY 15-FOOT LONG, 12 FEET NORTHEAST OF THE CENTER LINE OF THE
 HX0260'ROAD, 0.6 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK,
 HX0260'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1593 ***********************************************************************
 HX1593  DESIGNATION -  N 264
 HX1593  PID         -  HX1593
 HX1593  STATE/COUNTY-  WV/WEBSTER
 HX1593  USGS QUAD   -  ERBACON (1976)
 HX1593
 HX1593                         *CURRENT SURVEY CONTROL
 HX1593  ___________________________________________________________________
 HX1593* NAD 83(1986)-  38 30 35.     (N)    080 35 03.     (W)     SCALED    
 HX1593* NAVD 88     -       467.627  (meters)    1534.21   (feet)  ADJUSTED  
 HX1593  ___________________________________________________________________
 HX1593  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HX1593  DYNAMIC HT  -         467.287 (meters)    1533.09  (feet)  COMP
 HX1593  MODELED GRAV-     979,888.2   (mgal)                       NAVD 88
 HX1593
 HX1593  VERT ORDER  -  SECOND    CLASS 0
 HX1593
 HX1593.The horizontal coordinates were scaled from a topographic map and have
 HX1593.an estimated accuracy of +/- 6 seconds.
 HX1593
 HX1593.The orthometric height was determined by differential leveling
 HX1593.and adjusted by the National Geodetic Survey in June 1991..
 HX1593
 HX1593.The geoid height was determined by GEOID03.
 HX1593
 HX1593.The dynamic height is computed by dividing the NAVD 88
 HX1593.geopotential number by the normal gravity value computed on the
 HX1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1593.degrees latitude (g = 980.6199 gals.).
 HX1593
 HX1593.The modeled gravity was interpolated from observed gravity values.
 HX1593
 HX1593;                    North         East    Units  Estimated Accuracy
 HX1593;SPC WV S     -   167,650.      636,270.      MT  (+/- 180 meters Scaled)
 HX1593
 HX1593                          SUPERSEDED SURVEY CONTROL
 HX1593
 HX1593  NGVD 29 (??/??/92)  467.797  (m)         1534.76   (f) ADJ UNCH    2 0
 HX1593
 HX1593.Superseded values are not recommended for survey control.
 HX1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1593.See file dsdata.txt to determine how the superseded data were derived.
 HX1593
 HX1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC362624(NAD 83)
 HX1593_MARKER: DB = BENCH MARK DISK
 HX1593_SETTING: 80 = SET IN A BOULDER
 HX1593_SP_SET: BOULDER
 HX1593_STAMPING: N 264 1962
 HX1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1593+STABILITY: SURFACE MOTION
 HX1593
 HX1593  HISTORY     - Date     Condition        Report By
 HX1593  HISTORY     - 1962     MONUMENTED       CGS
 HX1593
 HX1593                          STATION DESCRIPTION
 HX1593
 HX1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1593'0.8 MI S FROM ERBACON.
 HX1593'ABOUT 0.8 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1593'FROM THE POST OFFICE AT ERBACON, ABOUT 100 YARDS NORTH OF
 HX1593'MILEAGE POLE 107-10, 12 FEET WEST OF WEST RAIL, 1.5 FEET SOUTH
 HX1593'OF NORTH END OF BOULDER, ABOUT 3 FEET ABOVE TRACK LEVEL, AND
 HX1593'SET ON TOP OF A 15 FOOT LONG EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0660 ***********************************************************************
 HX0660  DESIGNATION -  N 265
 HX0660  PID         -  HX0660
 HX0660  STATE/COUNTY-  WV/POCAHONTAS
 HX0660  USGS QUAD   -  MINGO (1995)
 HX0660
 HX0660                         *CURRENT SURVEY CONTROL
 HX0660  ___________________________________________________________________
 HX0660* NAD 83(1986)-  38 27 35.     (N)    080 01 29.     (W)     SCALED    
 HX0660* NAVD 88     -      1121.471  (meters)    3679.36   (feet)  ADJUSTED  
 HX0660  ___________________________________________________________________
 HX0660  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 HX0660  DYNAMIC HT  -        1120.555 (meters)    3676.35  (feet)  COMP
 HX0660  MODELED GRAV-     979,771.3   (mgal)                       NAVD 88
 HX0660
 HX0660  VERT ORDER  -  SECOND    CLASS 0
 HX0660
 HX0660.The horizontal coordinates were scaled from a topographic map and have
 HX0660.an estimated accuracy of +/- 6 seconds.
 HX0660
 HX0660.The orthometric height was determined by differential leveling
 HX0660.and adjusted by the National Geodetic Survey in June 1991..
 HX0660
 HX0660.The geoid height was determined by GEOID03.
 HX0660
 HX0660.The dynamic height is computed by dividing the NAVD 88
 HX0660.geopotential number by the normal gravity value computed on the
 HX0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0660.degrees latitude (g = 980.6199 gals.).
 HX0660
 HX0660.The modeled gravity was interpolated from observed gravity values.
 HX0660
 HX0660;                    North         East    Units  Estimated Accuracy
 HX0660;SPC WV S     -   162,460.      685,120.      MT  (+/- 180 meters Scaled)
 HX0660
 HX0660                          SUPERSEDED SURVEY CONTROL
 HX0660
 HX0660  NGVD 29 (??/??/92) 1121.542  (m)         3679.59   (f) ADJ UNCH    2 0
 HX0660
 HX0660.Superseded values are not recommended for survey control.
 HX0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0660.See file dsdata.txt to determine how the superseded data were derived.
 HX0660
 HX0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC850572(NAD 83)
 HX0660_MARKER: DB = BENCH MARK DISK
 HX0660_SETTING: 66 = SET IN ROCK OUTCROP
 HX0660_SP_SET: ROCK CUT
 HX0660_STAMPING: N 265 1962
 HX0660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0660+STABILITY: POSITION/ELEVATION WELL
 HX0660
 HX0660  HISTORY     - Date     Condition        Report By
 HX0660  HISTORY     - 1962     MONUMENTED       CGS
 HX0660
 HX0660                          STATION DESCRIPTION
 HX0660
 HX0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0660'0.7 MI SE FROM MACE.
 HX0660'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 HX0660'AT MACE, THENCE 0.3 MILES SOUTHEAST ALONG A TRAIL LEADING TO THE
 HX0660'WESTERN MARYLAND RAILWAY, SET VERTICALLY IN THE SOUTH FACE OF A
 HX0660'ROCK CUT, 15 FEET WEST OF THE NORTHEAST END OF THE CUT, ABOUT
 HX0660'0.1 MILE WEST OF THE MILEPOST C 44, 12 1/2 FEET NORTH OF THE
 HX0660'NORTH RAIL, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE RAIL.
 HX0660'NOTE-- THE POST OFFICE AT MACE AT THIS DATE IS LOCATED AT THE
 HX0660'SUMMIT OF CHEAT MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1973 ***********************************************************************
 HW1973  DESIGNATION -  N 266
 HW1973  PID         -  HW1973
 HW1973  STATE/COUNTY-  WV/RANDOLPH
 HW1973  USGS QUAD   -  MILL CREEK (1995)
 HW1973
 HW1973                         *CURRENT SURVEY CONTROL
 HW1973  ___________________________________________________________________
 HW1973* NAD 83(1986)-  38 39 51.     (N)    079 55 36.     (W)     SCALED    
 HW1973* NAVD 88     -       806.677  (meters)    2646.57   (feet)  ADJUSTED  
 HW1973  ___________________________________________________________________
 HW1973  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HW1973  DYNAMIC HT  -         806.050 (meters)    2644.52  (feet)  COMP
 HW1973  MODELED GRAV-     979,822.5   (mgal)                       NAVD 88
 HW1973
 HW1973  VERT ORDER  -  SECOND    CLASS 0
 HW1973
 HW1973.The horizontal coordinates were scaled from a topographic map and have
 HW1973.an estimated accuracy of +/- 6 seconds.
 HW1973
 HW1973.The orthometric height was determined by differential leveling
 HW1973.and adjusted by the National Geodetic Survey in June 1991..
 HW1973
 HW1973.The geoid height was determined by GEOID03.
 HW1973
 HW1973.The dynamic height is computed by dividing the NAVD 88
 HW1973.geopotential number by the normal gravity value computed on the
 HW1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1973.degrees latitude (g = 980.6199 gals.).
 HW1973
 HW1973.The modeled gravity was interpolated from observed gravity values.
 HW1973
 HW1973;                    North         East    Units  Estimated Accuracy
 HW1973;SPC WV S     -   185,250.      693,410.      MT  (+/- 180 meters Scaled)
 HW1973
 HW1973                          SUPERSEDED SURVEY CONTROL
 HW1973
 HW1973  NGVD 29 (??/??/92)  806.791  (m)         2646.95   (f) ADJ UNCH    2 0
 HW1973
 HW1973.Superseded values are not recommended for survey control.
 HW1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1973.See file dsdata.txt to determine how the superseded data were derived.
 HW1973
 HW1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC933800(NAD 83)
 HW1973_MARKER: DB = BENCH MARK DISK
 HW1973_SETTING: 66 = SET IN ROCK OUTCROP
 HW1973_SP_SET: ROCK LEDGE
 HW1973_STAMPING: N 266 1962
 HW1973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1973+STABILITY: POSITION/ELEVATION WELL
 HW1973
 HW1973  HISTORY     - Date     Condition        Report By
 HW1973  HISTORY     - 1962     MONUMENTED       CGS
 HW1973
 HW1973                          STATION DESCRIPTION
 HW1973
 HW1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1973'5.7 MI SE FROM HUTTONSVILLE.
 HW1973'ABOUT 5.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 HW1973'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, ON THE
 HW1973'OUTSIDE OF A HORSESHOE CURVE, 132 FEET SOUTH OF WOODS ROAD
 HW1973'LEADING NORTHEAST, 27 FEET EAST OF CENTER LINE OF HIGHWAY, ABOUT
 HW1973'3 FEET ABOVE LEVEL OF HIGHWAY, AND SET VERTICALLY IN WEST FACE
 HW1973'OF ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1619 ***********************************************************************
 HX1619  DESIGNATION -  N 267
 HX1619  PID         -  HX1619
 HX1619  STATE/COUNTY-  WV/BRAXTON
 HX1619  USGS QUAD   -  ORLANDO (1989)
 HX1619
 HX1619                         *CURRENT SURVEY CONTROL
 HX1619  ___________________________________________________________________
 HX1619* NAD 83(1986)-  38 46 51.     (N)    080 32 00.     (W)     SCALED    
 HX1619* NAVD 88     -       278.003  (meters)     912.08   (feet)  ADJUSTED  
 HX1619  ___________________________________________________________________
 HX1619  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HX1619  DYNAMIC HT  -         277.819 (meters)     911.48  (feet)  COMP
 HX1619  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 HX1619
 HX1619  VERT ORDER  -  SECOND    CLASS 0
 HX1619
 HX1619.The horizontal coordinates were scaled from a topographic map and have
 HX1619.an estimated accuracy of +/- 6 seconds.
 HX1619
 HX1619.The orthometric height was determined by differential leveling
 HX1619.and adjusted by the National Geodetic Survey in June 1991..
 HX1619
 HX1619.The geoid height was determined by GEOID03.
 HX1619
 HX1619.The dynamic height is computed by dividing the NAVD 88
 HX1619.geopotential number by the normal gravity value computed on the
 HX1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1619.degrees latitude (g = 980.6199 gals.).
 HX1619
 HX1619.The modeled gravity was interpolated from observed gravity values.
 HX1619
 HX1619;                    North         East    Units  Estimated Accuracy
 HX1619;SPC WV S     -   197,760.      640,550.      MT  (+/- 180 meters Scaled)
 HX1619
 HX1619                          SUPERSEDED SURVEY CONTROL
 HX1619
 HX1619  NGVD 29 (??/??/92)  278.199  (m)          912.72   (f) ADJ UNCH    2 0
 HX1619
 HX1619.Superseded values are not recommended for survey control.
 HX1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1619.See file dsdata.txt to determine how the superseded data were derived.
 HX1619
 HX1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC405925(NAD 83)
 HX1619_MARKER: DB = BENCH MARK DISK
 HX1619_SETTING: 66 = SET IN ROCK OUTCROP
 HX1619_SP_SET: ROCK CLIFF
 HX1619_STAMPING: N 267 1962
 HX1619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1619+STABILITY: POSITION/ELEVATION WELL
 HX1619
 HX1619  HISTORY     - Date     Condition        Report By
 HX1619  HISTORY     - 1962     MONUMENTED       CGS
 HX1619
 HX1619                          STATION DESCRIPTION
 HX1619
 HX1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1619'1.4 MI NE FROM FALLS MILL.
 HX1619'ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1619'OFFICE AT FALLS MILL, ON THE OUTSIDE OF A SHARP CURVE WITH THE
 HX1619'TANGENTS EXTENDING TO THE NORTHEAST AND WEST, SET VERTICALLY IN
 HX1619'THE EAST FACE OF ROCK CLIFF THAT IS ABOUT 0.1 MILE LONG AND 40
 HX1619'FEET HIGH, 54 FEET SOUTH OF A 6-FOOT BOX CULVERT, 39 FEET WEST
 HX1619'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 HX1619'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1595 ***********************************************************************
 HX1595  DESIGNATION -  N 268
 HX1595  PID         -  HX1595
 HX1595  STATE/COUNTY-  WV/BRAXTON
 HX1595  USGS QUAD   -  ORLANDO (1989)
 HX1595
 HX1595                         *CURRENT SURVEY CONTROL
 HX1595  ___________________________________________________________________
 HX1595* NAD 83(1986)-  38 50 59.     (N)    080 34 48.     (W)     SCALED    
 HX1595* NAVD 88     -       326.385  (meters)    1070.81   (feet)  ADJUSTED  
 HX1595  ___________________________________________________________________
 HX1595  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HX1595  DYNAMIC HT  -         326.175 (meters)    1070.13  (feet)  COMP
 HX1595  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 HX1595
 HX1595  VERT ORDER  -  SECOND    CLASS 0
 HX1595
 HX1595.The horizontal coordinates were scaled from a topographic map and have
 HX1595.an estimated accuracy of +/- 6 seconds.
 HX1595
 HX1595.The orthometric height was determined by differential leveling
 HX1595.and adjusted by the National Geodetic Survey in June 1991..
 HX1595
 HX1595.The geoid height was determined by GEOID03.
 HX1595
 HX1595.The dynamic height is computed by dividing the NAVD 88
 HX1595.geopotential number by the normal gravity value computed on the
 HX1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1595.degrees latitude (g = 980.6199 gals.).
 HX1595
 HX1595.The modeled gravity was interpolated from observed gravity values.
 HX1595
 HX1595;                    North         East    Units  Estimated Accuracy
 HX1595;SPC WV S     -   205,390.      636,460.      MT  (+/- 180 meters Scaled)
 HX1595
 HX1595                          SUPERSEDED SURVEY CONTROL
 HX1595
 HX1595  NGVD 29 (??/??/92)  326.585  (m)         1071.47   (f) ADJ UNCH    2 0
 HX1595
 HX1595.Superseded values are not recommended for survey control.
 HX1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1595.See file dsdata.txt to determine how the superseded data were derived.
 HX1595
 HX1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND364001(NAD 83)
 HX1595_MARKER: DB = BENCH MARK DISK
 HX1595_SETTING: 66 = SET IN ROCK OUTCROP
 HX1595_SP_SET: ROCK LEDGE
 HX1595_STAMPING: N 268 1962
 HX1595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1595+STABILITY: POSITION/ELEVATION WELL
 HX1595
 HX1595  HISTORY     - Date     Condition        Report By
 HX1595  HISTORY     - 1962     MONUMENTED       CGS
 HX1595
 HX1595                          STATION DESCRIPTION
 HX1595
 HX1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1595'1.7 MI SW FROM ORLANDO.
 HX1595'ABOUT 1.0 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1595'FROM THE POST OFFICE AT ORLANDO, THENCE 0.7 MILE SOUTHEAST ALONG
 HX1595'A WOODS ROAD THAT FOLLOWS ALONG FLESHER RUN, 0.45 MILE SOUTH
 HX1595'OF A CHURCH AND CEMETERY, SET VERTICALLY IN THE WEST FACE OF A
 HX1595'ROCK LEDGE THAT IS 27 FEET LONG AND 8 FEET HIGH, 4 FEET NORTH
 HX1595'OF THE SOUTH END ROCK LEDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL
 HX1595'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1636 ***********************************************************************
 HX1636  DESIGNATION -  N 269
 HX1636  PID         -  HX1636
 HX1636  STATE/COUNTY-  WV/BRAXTON
 HX1636  USGS QUAD   -  ORLANDO (1989)
 HX1636
 HX1636                         *CURRENT SURVEY CONTROL
 HX1636  ___________________________________________________________________
 HX1636* NAD 83(1986)-  38 45 01.     (N)    080 33 19.     (W)     SCALED    
 HX1636* NAVD 88     -       385.524  (meters)    1264.84   (feet)  ADJUSTED  
 HX1636  ___________________________________________________________________
 HX1636  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 HX1636  DYNAMIC HT  -         385.266 (meters)    1263.99  (feet)  COMP
 HX1636  MODELED GRAV-     979,946.6   (mgal)                       NAVD 88
 HX1636
 HX1636  VERT ORDER  -  SECOND    CLASS 0
 HX1636
 HX1636.The horizontal coordinates were scaled from a topographic map and have
 HX1636.an estimated accuracy of +/- 6 seconds.
 HX1636
 HX1636.The orthometric height was determined by differential leveling
 HX1636.and adjusted by the National Geodetic Survey in June 1991..
 HX1636
 HX1636.The geoid height was determined by GEOID03.
 HX1636
 HX1636.The dynamic height is computed by dividing the NAVD 88
 HX1636.geopotential number by the normal gravity value computed on the
 HX1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1636.degrees latitude (g = 980.6199 gals.).
 HX1636
 HX1636.The modeled gravity was interpolated from observed gravity values.
 HX1636
 HX1636;                    North         East    Units  Estimated Accuracy
 HX1636;SPC WV S     -   194,360.      638,660.      MT  (+/- 180 meters Scaled)
 HX1636
 HX1636                          SUPERSEDED SURVEY CONTROL
 HX1636
 HX1636  NGVD 29 (??/??/92)  385.715  (m)         1265.47   (f) ADJ UNCH    2 0
 HX1636
 HX1636.Superseded values are not recommended for survey control.
 HX1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1636.See file dsdata.txt to determine how the superseded data were derived.
 HX1636
 HX1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC386891(NAD 83)
 HX1636_MARKER: DB = BENCH MARK DISK
 HX1636_SETTING: 66 = SET IN ROCK OUTCROP
 HX1636_SP_SET: ROCK LEDGE
 HX1636_STAMPING: N 269 1962
 HX1636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1636+STABILITY: POSITION/ELEVATION WELL
 HX1636
 HX1636  HISTORY     - Date     Condition        Report By
 HX1636  HISTORY     - 1962     MONUMENTED       CGS
 HX1636
 HX1636                          STATION DESCRIPTION
 HX1636
 HX1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1636'3 MI SW FROM FALLS MILL.
 HX1636'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1636'OFFICE AT FALLS MILL, THENCE ABOUT 2.2 MILES SOUTHWEST ALONG A
 HX1636'MOUNTAIN ROAD, ABOUT 0.3 MILE SOUTHEAST OF THE HARMONY CHURCH,
 HX1636'SET ON TOP OF A ROCK LEDGE THAT IS 15 FEET LONG AND 5 FEET HIGH,
 HX1636'11 FEET EAST OF THE CENTER LINE OF THE ROAD, 67 FEET SOUTHEAST
 HX1636'OF A POWER POLE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0180 ***********************************************************************
 JX0180  DESIGNATION -  N 27
 JX0180  PID         -  JX0180
 JX0180  STATE/COUNTY-  WV/MARION
 JX0180  USGS QUAD   -  FAIRMONT WEST (1976)
 JX0180
 JX0180                         *CURRENT SURVEY CONTROL
 JX0180  ___________________________________________________________________
 JX0180* NAD 83(1986)-  39 29 06.     (N)    080 08 41.     (W)     SCALED    
 JX0180* NAVD 88     -       297.973  (meters)     977.60   (feet)  ADJUSTED  
 JX0180  ___________________________________________________________________
 JX0180  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JX0180  DYNAMIC HT  -         297.795 (meters)     977.02  (feet)  COMP
 JX0180  MODELED GRAV-     980,021.7   (mgal)                       NAVD 88
 JX0180
 JX0180  VERT ORDER  -  FIRST     CLASS II
 JX0180
 JX0180.The horizontal coordinates were scaled from a topographic map and have
 JX0180.an estimated accuracy of +/- 6 seconds.
 JX0180
 JX0180.The orthometric height was determined by differential leveling
 JX0180.and adjusted by the National Geodetic Survey in June 1991..
 JX0180
 JX0180.The geoid height was determined by GEOID03.
 JX0180
 JX0180.The dynamic height is computed by dividing the NAVD 88
 JX0180.geopotential number by the normal gravity value computed on the
 JX0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0180.degrees latitude (g = 980.6199 gals.).
 JX0180
 JX0180.The modeled gravity was interpolated from observed gravity values.
 JX0180
 JX0180;                    North         East    Units  Estimated Accuracy
 JX0180;SPC WV N     -   109,550.      544,540.      MT  (+/- 180 meters Scaled)
 JX0180
 JX0180                          SUPERSEDED SURVEY CONTROL
 JX0180
 JX0180  NGVD 29 (??/??/92)  298.143  (m)          978.16   (f) ADJ UNCH    1 2
 JX0180
 JX0180.Superseded values are not recommended for survey control.
 JX0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0180.See file dsdata.txt to determine how the superseded data were derived.
 JX0180
 JX0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND735709(NAD 83)
 JX0180_MARKER: DB = BENCH MARK DISK
 JX0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0180_SP_SET: BUILDING
 JX0180_STAMPING: N 27
 JX0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0180
 JX0180  HISTORY     - Date     Condition        Report By
 JX0180  HISTORY     - UNK      MONUMENTED       CGS
 JX0180  HISTORY     - 1935     GOOD             NGS
 JX0180  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0180  HISTORY     - 20050607 GOOD             GEOCAC
 JX0180
 JX0180                          STATION DESCRIPTION
 JX0180
 JX0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0180'AT FAIRMONT.
 JX0180'AT FAIRMONT, MARION COUNTY, AT THE SOUTHEAST CORNER OF THE
 JX0180'POST OFFICE, 35 FEET SOUTH OF THE EAST (MAIN) ENTRANCE, IN THE
 JX0180'EAST FACE OF THE CORNERSTONE, AND 18 INCHES ABOVE GROUND.  A
 JX0180'STANDARD DISK, STAMPED N 27 AND SET VERTICALLY.
 JX0180
 JX0180                          STATION RECOVERY (1983)
 JX0180
 JX0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0180'NOT RECOVERED, THE MARK IS CONSIDERED DESTROYED AS THE POST OFFICE HAS
 JX0180'BEEN REMODELED.
 JX0180
 JX0180                          STATION RECOVERY (2005)
 JX0180
 JX0180'RECOVERY NOTE BY GEOCACHING 2005 (DTH)
 JX0180'MARK IS PRESENT AS DESCRIBED.  UNABLE TO VERIFY ACCURACY OF VERTICAL
 JX0180'CONTROL AFTER REMODELLING AS NOTED IN NGS1983 REPORT.  BUILDING IS NOW
 JX0180'THE PUBLIC LIBRARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0215 ***********************************************************************
 HX0215  DESIGNATION -  N 270
 HX0215  PID         -  HX0215
 HX0215  STATE/COUNTY-  WV/UPSHUR
 HX0215  USGS QUAD   -  ROCK CAVE (1966)
 HX0215
 HX0215                         *CURRENT SURVEY CONTROL
 HX0215  ___________________________________________________________________
 HX0215* NAD 83(1986)-  38 47 50.     (N)    080 20 54.     (W)     SCALED    
 HX0215* NAVD 88     -       485.549  (meters)    1593.01   (feet)  ADJUSTED  
 HX0215  ___________________________________________________________________
 HX0215  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HX0215  DYNAMIC HT  -         485.206 (meters)    1591.88  (feet)  COMP
 HX0215  MODELED GRAV-     979,905.5   (mgal)                       NAVD 88
 HX0215
 HX0215  VERT ORDER  -  SECOND    CLASS 0
 HX0215
 HX0215.The horizontal coordinates were scaled from a topographic map and have
 HX0215.an estimated accuracy of +/- 6 seconds.
 HX0215
 HX0215.The orthometric height was determined by differential leveling
 HX0215.and adjusted by the National Geodetic Survey in June 1991..
 HX0215
 HX0215.The geoid height was determined by GEOID03.
 HX0215
 HX0215.The dynamic height is computed by dividing the NAVD 88
 HX0215.geopotential number by the normal gravity value computed on the
 HX0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0215.degrees latitude (g = 980.6199 gals.).
 HX0215
 HX0215.The modeled gravity was interpolated from observed gravity values.
 HX0215
 HX0215;                    North         East    Units  Estimated Accuracy
 HX0215;SPC WV S     -   199,680.      656,610.      MT  (+/- 180 meters Scaled)
 HX0215
 HX0215                          SUPERSEDED SURVEY CONTROL
 HX0215
 HX0215  NGVD 29 (??/??/92)  485.720  (m)         1593.57   (f) ADJ UNCH    2 0
 HX0215
 HX0215.Superseded values are not recommended for survey control.
 HX0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0215.See file dsdata.txt to determine how the superseded data were derived.
 HX0215
 HX0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC565944(NAD 83)
 HX0215_MARKER: DB = BENCH MARK DISK
 HX0215_SETTING: 66 = SET IN ROCK OUTCROP
 HX0215_SP_SET: ROCK CUT
 HX0215_STAMPING: N 270 1962
 HX0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0215+STABILITY: POSITION/ELEVATION WELL
 HX0215
 HX0215  HISTORY     - Date     Condition        Report By
 HX0215  HISTORY     - 1962     MONUMENTED       CGS
 HX0215
 HX0215                          STATION DESCRIPTION
 HX0215
 HX0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0215'0.5 MI S FROM ARLINGTON.
 HX0215'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX0215'OFFICE AT ARLINGTON, ON THE INSIDE OF A CURVE WITH THE TANGENTS
 HX0215'EXTENDING SOUTH AND NORTHEAST, SET VERTICALLY IN THE NORTHWEST
 HX0215'FACE OF A ROCK CUT THAT IS ABOUT 285 FEET LONG AND 25 FEET
 HX0215'HIGH, AT THE APPROXIMATE CENTER OF THE CUT, 19 FEET SOUTHEAST OF
 HX0215'THE CENTER LINE OF THE HIGHWAY, 46 FEET SOUTHEAST OF A TELEPHONE
 HX0215'POLE 486, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1490 ***********************************************************************
 HX1490  DESIGNATION -  N 271
 HX1490  PID         -  HX1490
 HX1490  STATE/COUNTY-  WV/BRAXTON
 HX1490  USGS QUAD   -  BURNSVILLE (1989)
 HX1490
 HX1490                         *CURRENT SURVEY CONTROL
 HX1490  ___________________________________________________________________
 HX1490* NAD 83(1986)-  38 48 29.     (N)    080 39 13.     (W)     SCALED    
 HX1490* NAVD 88     -       237.944  (meters)     780.65   (feet)  ADJUSTED  
 HX1490  ___________________________________________________________________
 HX1490  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HX1490  DYNAMIC HT  -         237.788 (meters)     780.14  (feet)  COMP
 HX1490  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 HX1490
 HX1490  VERT ORDER  -  SECOND    CLASS 0
 HX1490
 HX1490.The horizontal coordinates were scaled from a topographic map and have
 HX1490.an estimated accuracy of +/- 6 seconds.
 HX1490
 HX1490.The orthometric height was determined by differential leveling
 HX1490.and adjusted by the National Geodetic Survey in June 1991..
 HX1490
 HX1490.The geoid height was determined by GEOID03.
 HX1490
 HX1490.The dynamic height is computed by dividing the NAVD 88
 HX1490.geopotential number by the normal gravity value computed on the
 HX1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1490.degrees latitude (g = 980.6199 gals.).
 HX1490
 HX1490.The modeled gravity was interpolated from observed gravity values.
 HX1490
 HX1490;                    North         East    Units  Estimated Accuracy
 HX1490;SPC WV S     -   200,740.      630,090.      MT  (+/- 180 meters Scaled)
 HX1490
 HX1490                          SUPERSEDED SURVEY CONTROL
 HX1490
 HX1490  NGVD 29 (??/??/92)  238.151  (m)          781.33   (f) ADJ UNCH    2 0
 HX1490
 HX1490.Superseded values are not recommended for survey control.
 HX1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1490.See file dsdata.txt to determine how the superseded data were derived.
 HX1490
 HX1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC300955(NAD 83)
 HX1490_MARKER: DB = BENCH MARK DISK
 HX1490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1490_SP_SET: ABUTMENT
 HX1490_STAMPING: N 271 1962
 HX1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1490
 HX1490  HISTORY     - Date     Condition        Report By
 HX1490  HISTORY     - 1962     MONUMENTED       CGS
 HX1490
 HX1490                          STATION DESCRIPTION
 HX1490
 HX1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1490'2.2 MI S FROM GEM.
 HX1490'ABOUT 2.25 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1490'THE POST OFFICE AT GEM, SET ON TOP OF THE WEST END OF THE SOUTH
 HX1490'ABUTMENT OF A CONCRETE BRIDGE 779 OVER SALTLICK CREEK, 2 FEET
 HX1490'NORTHEAST OF THE SOUTHWEST CORNER OF THE ABUTMENT, 8 FEET WEST
 HX1490'OF THE WEST RAIL, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0371 ***********************************************************************
 HX0371  DESIGNATION -  N 272
 HX0371  PID         -  HX0371
 HX0371  STATE/COUNTY-  WV/UPSHUR
 HX0371  USGS QUAD   -  ALTON (1989)
 HX0371
 HX0371                         *CURRENT SURVEY CONTROL
 HX0371  ___________________________________________________________________
 HX0371* NAD 83(1986)-  38 51 58.     (N)    080 11 56.     (W)     SCALED    
 HX0371* NAVD 88     -       503.327  (meters)    1651.33   (feet)  ADJUSTED  
 HX0371  ___________________________________________________________________
 HX0371  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HX0371  DYNAMIC HT  -         502.979 (meters)    1650.19  (feet)  COMP
 HX0371  MODELED GRAV-     979,921.8   (mgal)                       NAVD 88
 HX0371
 HX0371  VERT ORDER  -  SECOND    CLASS 0
 HX0371
 HX0371.The horizontal coordinates were scaled from a topographic map and have
 HX0371.an estimated accuracy of +/- 6 seconds.
 HX0371
 HX0371.The orthometric height was determined by differential leveling
 HX0371.and adjusted by the National Geodetic Survey in June 1991..
 HX0371
 HX0371.The geoid height was determined by GEOID03.
 HX0371
 HX0371.The dynamic height is computed by dividing the NAVD 88
 HX0371.geopotential number by the normal gravity value computed on the
 HX0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0371.degrees latitude (g = 980.6199 gals.).
 HX0371
 HX0371.The modeled gravity was interpolated from observed gravity values.
 HX0371
 HX0371;                    North         East    Units  Estimated Accuracy
 HX0371;SPC WV S     -   207,430.      669,530.      MT  (+/- 180 meters Scaled)
 HX0371
 HX0371                          SUPERSEDED SURVEY CONTROL
 HX0371
 HX0371  NGVD 29 (??/??/92)  503.503  (m)         1651.91   (f) ADJ UNCH    2 0
 HX0371
 HX0371.Superseded values are not recommended for survey control.
 HX0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0371.See file dsdata.txt to determine how the superseded data were derived.
 HX0371
 HX0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND695022(NAD 83)
 HX0371_MARKER: DB = BENCH MARK DISK
 HX0371_SETTING: 80 = SET IN A BOULDER
 HX0371_SP_SET: BOULDER
 HX0371_STAMPING: N 272 1962
 HX0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0371+STABILITY: SURFACE MOTION
 HX0371
 HX0371  HISTORY     - Date     Condition        Report By
 HX0371  HISTORY     - 1962     MONUMENTED       CGS
 HX0371
 HX0371                          STATION DESCRIPTION
 HX0371
 HX0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0371'4.5 MI N FROM ALTON.
 HX0371'ABOUT 4.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0371'FROM THE POST OFFICE AT ALTON, SET ON TOP OF AN EMBEDDED ROCK
 HX0371'THAT IS ABOUT 12 FEET LONG BY 23 FEET WIDE AND 5 FEET HIGH, AT
 HX0371'THE SOUTHEAST CORNER OF THE ROCK, 29 FEET NORTHWEST OF THE
 HX0371'NORTHWEST RAIL, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0118 ***********************************************************************
 HX0118  DESIGNATION -  N 273
 HX0118  PID         -  HX0118
 HX0118  STATE/COUNTY-  WV/UPSHUR
 HX0118  USGS QUAD   -  ADRIAN (1979)
 HX0118
 HX0118                         *CURRENT SURVEY CONTROL
 HX0118  ___________________________________________________________________
 HX0118* NAD 83(1986)-  38 54 35.     (N)    080 17 34.     (W)     SCALED    
 HX0118* NAVD 88     -       438.857  (meters)    1439.82   (feet)  ADJUSTED  
 HX0118  ___________________________________________________________________
 HX0118  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HX0118  DYNAMIC HT  -         438.558 (meters)    1438.84  (feet)  COMP
 HX0118  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 HX0118
 HX0118  VERT ORDER  -  SECOND    CLASS 0
 HX0118
 HX0118.The horizontal coordinates were scaled from a topographic map and have
 HX0118.an estimated accuracy of +/- 6 seconds.
 HX0118
 HX0118.The orthometric height was determined by differential leveling
 HX0118.and adjusted by the National Geodetic Survey in June 1991..
 HX0118
 HX0118.The geoid height was determined by GEOID03.
 HX0118
 HX0118.The dynamic height is computed by dividing the NAVD 88
 HX0118.geopotential number by the normal gravity value computed on the
 HX0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0118.degrees latitude (g = 980.6199 gals.).
 HX0118
 HX0118.The modeled gravity was interpolated from observed gravity values.
 HX0118
 HX0118;                    North         East    Units  Estimated Accuracy
 HX0118;SPC WV S     -   212,200.      661,340.      MT  (+/- 180 meters Scaled)
 HX0118
 HX0118                          SUPERSEDED SURVEY CONTROL
 HX0118
 HX0118  NGVD 29 (??/??/92)  439.037  (m)         1440.41   (f) ADJ UNCH    2 0
 HX0118
 HX0118.Superseded values are not recommended for survey control.
 HX0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0118.See file dsdata.txt to determine how the superseded data were derived.
 HX0118
 HX0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND613069(NAD 83)
 HX0118_MARKER: DB = BENCH MARK DISK
 HX0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0118_SP_SET: ABUTMENT
 HX0118_STAMPING: N 273 1962
 HX0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0118
 HX0118  HISTORY     - Date     Condition        Report By
 HX0118  HISTORY     - 1962     MONUMENTED       CGS
 HX0118
 HX0118                          STATION DESCRIPTION
 HX0118
 HX0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0118'1 MI W FROM ADRIAN.
 HX0118'ABOUT 1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX0118'THE CROSSING OF STATE HIGHWAYS 20 AND 4 AT ADRIAN, SET ON TOP OF
 HX0118'THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A WOODEN
 HX0118'BRIDGE OVER A CREEK, 11 FEET NORTHWEST OF THE NORTHWEST RAIL,
 HX0118'25 FEET NORTH OF THE CENTER OF THE RAILROAD AND A GRAVEL ROAD
 HX0118'CROSSING, 22 FEET SOUTH OF A PIPELINE LEADING ACROSS THE CREEK,
 HX0118'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0397 ***********************************************************************
 HX0397  DESIGNATION -  N 274
 HX0397  PID         -  HX0397
 HX0397  STATE/COUNTY-  WV/UPSHUR
 HX0397  USGS QUAD   -  CASSITY (1977)
 HX0397
 HX0397                         *CURRENT SURVEY CONTROL
 HX0397  ___________________________________________________________________
 HX0397* NAD 83(1986)-  38 49 30.     (N)    080 06 36.     (W)     SCALED    
 HX0397* NAVD 88     -       714.688  (meters)    2344.77   (feet)  ADJUSTED  
 HX0397  ___________________________________________________________________
 HX0397  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HX0397  DYNAMIC HT  -         714.182 (meters)    2343.11  (feet)  COMP
 HX0397  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 HX0397
 HX0397  VERT ORDER  -  SECOND    CLASS 0
 HX0397
 HX0397.The horizontal coordinates were scaled from a topographic map and have
 HX0397.an estimated accuracy of +/- 6 seconds.
 HX0397
 HX0397.The orthometric height was determined by differential leveling
 HX0397.and adjusted by the National Geodetic Survey in June 1991..
 HX0397
 HX0397.The geoid height was determined by GEOID03.
 HX0397
 HX0397.The dynamic height is computed by dividing the NAVD 88
 HX0397.geopotential number by the normal gravity value computed on the
 HX0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0397.degrees latitude (g = 980.6199 gals.).
 HX0397
 HX0397.The modeled gravity was interpolated from observed gravity values.
 HX0397
 HX0397;                    North         East    Units  Estimated Accuracy
 HX0397;SPC WV S     -   202,930.      677,290.      MT  (+/- 180 meters Scaled)
 HX0397
 HX0397                          SUPERSEDED SURVEY CONTROL
 HX0397
 HX0397  NGVD 29 (??/??/92)  714.855  (m)         2345.32   (f) ADJ UNCH    2 0
 HX0397
 HX0397.Superseded values are not recommended for survey control.
 HX0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0397.See file dsdata.txt to determine how the superseded data were derived.
 HX0397
 HX0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC772977(NAD 83)
 HX0397_MARKER: DB = BENCH MARK DISK
 HX0397_SETTING: 80 = SET IN A BOULDER
 HX0397_SP_SET: BOULDER
 HX0397_STAMPING: N 274 1962
 HX0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0397+STABILITY: SURFACE MOTION
 HX0397
 HX0397  HISTORY     - Date     Condition        Report By
 HX0397  HISTORY     - 1962     MONUMENTED       CGS
 HX0397
 HX0397                          STATION DESCRIPTION
 HX0397
 HX0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0397'2.6 MI SE FROM QUEENS.
 HX0397'ABOUT 0.75 MILE SOUTH ALONG COUNTY ROAD 9 FROM THE JUNCTION OF
 HX0397'COUNTY ROAD 9/11 AT QUEENS, THENCE ABOUT 1.9 MILES SOUTHEAST
 HX0397'ALONG COUNTY ROAD 9/12, SET ON TOP OF AN EMBEDDED ROCK THAT IS
 HX0397'ABOUT 6-BY 8-FOOT LONG, 24 1/2 FEET EAST OF THE CENTER LINE
 HX0397'OF THE ROAD, 28 FEET SOUTHEAST OF THE CENTER OF A T ROAD
 HX0397'JUNCTION, 9 1/2 FEET SOUTH OF THE CENTER LINE OF A WOODS ROAD
 HX0397'LEADING NORTHEAST, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2090 ***********************************************************************
 HW2090  DESIGNATION -  N 275
 HW2090  PID         -  HW2090
 HW2090  STATE/COUNTY-  WV/RANDOLPH
 HW2090  USGS QUAD   -  MILL CREEK (1995)
 HW2090
 HW2090                         *CURRENT SURVEY CONTROL
 HW2090  ___________________________________________________________________
 HW2090* NAD 83(1986)-  38 44 43.     (N)    079 59 14.     (W)     SCALED    
 HW2090* NAVD 88     -       653.626  (meters)    2144.44   (feet)  ADJUSTED  
 HW2090  ___________________________________________________________________
 HW2090  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HW2090  DYNAMIC HT  -         653.142 (meters)    2142.85  (feet)  COMP
 HW2090  MODELED GRAV-     979,865.1   (mgal)                       NAVD 88
 HW2090
 HW2090  VERT ORDER  -  SECOND    CLASS 0
 HW2090
 HW2090.The horizontal coordinates were scaled from a topographic map and have
 HW2090.an estimated accuracy of +/- 6 seconds.
 HW2090
 HW2090.The orthometric height was determined by differential leveling
 HW2090.and adjusted by the National Geodetic Survey in June 1991..
 HW2090
 HW2090.The geoid height was determined by GEOID03.
 HW2090
 HW2090.The dynamic height is computed by dividing the NAVD 88
 HW2090.geopotential number by the normal gravity value computed on the
 HW2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2090.degrees latitude (g = 980.6199 gals.).
 HW2090
 HW2090.The modeled gravity was interpolated from observed gravity values.
 HW2090
 HW2090;                    North         East    Units  Estimated Accuracy
 HW2090;SPC WV S     -   194,190.      688,040.      MT  (+/- 180 meters Scaled)
 HW2090
 HW2090                          SUPERSEDED SURVEY CONTROL
 HW2090
 HW2090  NGVD 29 (??/??/92)  653.778  (m)         2144.94   (f) ADJ UNCH    2 0
 HW2090
 HW2090.Superseded values are not recommended for survey control.
 HW2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2090.See file dsdata.txt to determine how the superseded data were derived.
 HW2090
 HW2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC880889(NAD 83)
 HW2090_MARKER: DB = BENCH MARK DISK
 HW2090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2090_SP_SET: BRIDGE
 HW2090_STAMPING: N 275 1962
 HW2090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2090
 HW2090  HISTORY     - Date     Condition        Report By
 HW2090  HISTORY     - 1962     MONUMENTED       CGS
 HW2090  HISTORY     - 1983     GOOD             NGS
 HW2090
 HW2090                          STATION DESCRIPTION
 HW2090
 HW2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2090'1.7 MI W FROM MILL CREEK.
 HW2090'ABOUT 1.7 MILES WEST ALONG A BLACK TOP ROAD FROM THE MILL CREEK
 HW2090'BANK, 0.05 MILE SOUTH OF THE JERUSALEM CHURCH AND CEMETERY, SET
 HW2090'ON TOP OF WEST END OF THE NORTH CONCRETE ABUTMENT OF A BRIDGE
 HW2090'OVER THE RIGHT FORK OF MILL CREEK, 13 1/2 FEET WEST OF THE
 HW2090'CENTER LINE OF THE BLACK TOP ROAD, 79 1/2 FEET SOUTHEAST OF
 HW2090'THE SOUTHEAST CORNER OF A WHITE WOODEN FRAME HOUSE, 0.9 FOOT
 HW2090'NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT, AND ABOUT 1-FOOT
 HW2090'ABOVE THE LEVEL OF THE ROAD.
 HW2090
 HW2090                          STATION RECOVERY (1983)
 HW2090
 HW2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0433 ***********************************************************************
 HX0433  DESIGNATION -  N 276
 HX0433  PID         -  HX0433
 HX0433  STATE/COUNTY-  WV/RANDOLPH
 HX0433  USGS QUAD   -  PICKENS (1977)
 HX0433
 HX0433                         *CURRENT SURVEY CONTROL
 HX0433  ___________________________________________________________________
 HX0433* NAD 83(1986)-  38 43 29.     (N)    080 09 23.     (W)     SCALED    
 HX0433* NAVD 88     -       902.619  (meters)    2961.34   (feet)  ADJUSTED  
 HX0433  ___________________________________________________________________
 HX0433  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HX0433  DYNAMIC HT  -         901.929 (meters)    2959.08  (feet)  COMP
 HX0433  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 HX0433
 HX0433  VERT ORDER  -  SECOND    CLASS 0
 HX0433
 HX0433.The horizontal coordinates were scaled from a topographic map and have
 HX0433.an estimated accuracy of +/- 6 seconds.
 HX0433
 HX0433.The orthometric height was determined by differential leveling
 HX0433.and adjusted by the National Geodetic Survey in June 1991..
 HX0433
 HX0433.The geoid height was determined by GEOID03.
 HX0433
 HX0433.The dynamic height is computed by dividing the NAVD 88
 HX0433.geopotential number by the normal gravity value computed on the
 HX0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0433.degrees latitude (g = 980.6199 gals.).
 HX0433
 HX0433.The modeled gravity was interpolated from observed gravity values.
 HX0433
 HX0433;                    North         East    Units  Estimated Accuracy
 HX0433;SPC WV S     -   191,760.      673,360.      MT  (+/- 180 meters Scaled)
 HX0433
 HX0433                          SUPERSEDED SURVEY CONTROL
 HX0433
 HX0433  NGVD 29 (??/??/92)  902.761  (m)         2961.81   (f) ADJ UNCH    2 0
 HX0433
 HX0433.Superseded values are not recommended for survey control.
 HX0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0433.See file dsdata.txt to determine how the superseded data were derived.
 HX0433
 HX0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC733865(NAD 83)
 HX0433_MARKER: DB = BENCH MARK DISK
 HX0433_SETTING: 80 = SET IN A BOULDER
 HX0433_SP_SET: BOULDER
 HX0433_STAMPING: N 276 1962
 HX0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0433+STABILITY: SURFACE MOTION
 HX0433
 HX0433  HISTORY     - Date     Condition        Report By
 HX0433  HISTORY     - 1962     MONUMENTED       CGS
 HX0433  HISTORY     - 1973     POOR             USGS
 HX0433
 HX0433                          STATION DESCRIPTION
 HX0433
 HX0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0433'1.8 MI S FROM PALACE VALLEY.
 HX0433'ABOUT 1.85 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CONCRETE
 HX0433'BRIDGE OVER THE LEFT FORK OF THE BUCKHANNON RIVER AT PALACE
 HX0433'VALLEY, SET ON TOP OF A ROCK THAT IS ABOUT 4-BY 6-FOOT LONG
 HX0433'AND EMBEDDED IN THE GROUND, 56 FEET NORTHEAST OF THE CENTER LINE
 HX0433'OF THE ROAD, 3.4 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK,
 HX0433'30 FEET EAST OF THE SOUTHEAST END OF A WOODEN GATE, ABOUT 100
 HX0433'YARDS NORTH OF A SMALL WHITE FRAME HOUSE, ABOUT 1/2 FOOT ABOVE
 HX0433'THE LEVEL OF THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 HX0433'THE ROAD.
 HX0433
 HX0433                          STATION RECOVERY (1973)
 HX0433
 HX0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0433'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0388 ***********************************************************************
 HX0388  DESIGNATION -  N 277
 HX0388  PID         -  HX0388
 HX0388  STATE/COUNTY-  WV/RANDOLPH
 HX0388  USGS QUAD   -  VALLEY HEAD (1995)
 HX0388
 HX0388                         *CURRENT SURVEY CONTROL
 HX0388  ___________________________________________________________________
 HX0388* NAD 83(1986)-  38 37 07.     (N)    080 06 19.     (W)     SCALED    
 HX0388* NAVD 88     -      1084.009  (meters)    3556.45   (feet)  ADJUSTED  
 HX0388  ___________________________________________________________________
 HX0388  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HX0388  DYNAMIC HT  -        1083.128 (meters)    3553.56  (feet)  COMP
 HX0388  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 HX0388
 HX0388  VERT ORDER  -  SECOND    CLASS 0
 HX0388
 HX0388.The horizontal coordinates were scaled from a topographic map and have
 HX0388.an estimated accuracy of +/- 6 seconds.
 HX0388
 HX0388.The orthometric height was determined by differential leveling
 HX0388.and adjusted by the National Geodetic Survey in June 1991..
 HX0388
 HX0388.The geoid height was determined by GEOID03.
 HX0388
 HX0388.The dynamic height is computed by dividing the NAVD 88
 HX0388.geopotential number by the normal gravity value computed on the
 HX0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0388.degrees latitude (g = 980.6199 gals.).
 HX0388
 HX0388.The modeled gravity was interpolated from observed gravity values.
 HX0388
 HX0388;                    North         East    Units  Estimated Accuracy
 HX0388;SPC WV S     -   180,030.      677,920.      MT  (+/- 180 meters Scaled)
 HX0388
 HX0388                          SUPERSEDED SURVEY CONTROL
 HX0388
 HX0388  NGVD 29 (??/??/92) 1084.114  (m)         3556.80   (f) ADJ UNCH    2 0
 HX0388
 HX0388.Superseded values are not recommended for survey control.
 HX0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0388.See file dsdata.txt to determine how the superseded data were derived.
 HX0388
 HX0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC778748(NAD 83)
 HX0388_MARKER: DB = BENCH MARK DISK
 HX0388_SETTING: 66 = SET IN ROCK OUTCROP
 HX0388_SP_SET: ROCK PROJECTION
 HX0388_STAMPING: N 277 1962
 HX0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0388+STABILITY: POSITION/ELEVATION WELL
 HX0388
 HX0388  HISTORY     - Date     Condition        Report By
 HX0388  HISTORY     - 1962     MONUMENTED       CGS
 HX0388
 HX0388                          STATION DESCRIPTION
 HX0388
 HX0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0388'16.8 MI SW FROM HUTTONSVILLE.
 HX0388'ABOUT 7.1 MILE SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 HX0388'AT HUTTONSVILLE, THENCE ABOUT 9.7 MILES NORTHWEST THEN SOUTHWEST
 HX0388'ALONG COUNTY ROAD 219/16 (GRAVEL), 0.8 MILE SOUTHWEST OF A
 HX0388'WOODEN BRIDGE OVER OXLEY RUN, SET ON TOP OF THE NORTHWEST END OF
 HX0388'A ROCK THAT IS ABOUT 5-FOOT LONG AND EMBEDDED IN THE GROUND,
 HX0388'15 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1-FOOT EAST
 HX0388'OF THE WEST EDGE OF THE ROCK, AND ABOUT 1 1/2 FEET ABOVE THE
 HX0388'LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED
 HX0388'BY GOING 4.9 MILES NORTH ALONG COUNTY ROAD 45 (SECONDARY ROAD)
 HX0388'FROM THE JUNCTION OF STATE HIGHWAY 15 AT MONTERVILLE, THENCE
 HX0388'0.8 MILE WEST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2039 ***********************************************************************
 HW2039  DESIGNATION -  N 278
 HW2039  PID         -  HW2039
 HW2039  STATE/COUNTY-  WV/RANDOLPH
 HW2039  USGS QUAD   -  GLADY (1995)
 HW2039
 HW2039                         *CURRENT SURVEY CONTROL
 HW2039  ___________________________________________________________________
 HW2039* NAD 83(1986)-  38 49 22.     (N)    079 44 29.     (W)     SCALED    
 HW2039* NAVD 88     -       848.853  (meters)    2784.95   (feet)  ADJUSTED  
 HW2039  ___________________________________________________________________
 HW2039  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HW2039  DYNAMIC HT  -         848.196 (meters)    2782.79  (feet)  COMP
 HW2039  MODELED GRAV-     979,825.1   (mgal)                       NAVD 88
 HW2039
 HW2039  VERT ORDER  -  SECOND    CLASS 0
 HW2039
 HW2039.The horizontal coordinates were scaled from a topographic map and have
 HW2039.an estimated accuracy of +/- 6 seconds.
 HW2039
 HW2039.The orthometric height was determined by differential leveling
 HW2039.and adjusted by the National Geodetic Survey in June 1991..
 HW2039
 HW2039.The geoid height was determined by GEOID03.
 HW2039
 HW2039.The dynamic height is computed by dividing the NAVD 88
 HW2039.geopotential number by the normal gravity value computed on the
 HW2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2039.degrees latitude (g = 980.6199 gals.).
 HW2039
 HW2039.The modeled gravity was interpolated from observed gravity values.
 HW2039
 HW2039;                    North         East    Units  Estimated Accuracy
 HW2039;SPC WV S     -   203,060.      709,300.      MT  (+/- 180 meters Scaled)
 HW2039
 HW2039                          SUPERSEDED SURVEY CONTROL
 HW2039
 HW2039  NGVD 29 (??/??/92)  848.974  (m)         2785.34   (f) ADJ UNCH    2 0
 HW2039
 HW2039.Superseded values are not recommended for survey control.
 HW2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2039.See file dsdata.txt to determine how the superseded data were derived.
 HW2039
 HW2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC092978(NAD 83)
 HW2039_MARKER: DB = BENCH MARK DISK
 HW2039_SETTING: 66 = SET IN ROCK OUTCROP
 HW2039_SP_SET: ROCK CUT
 HW2039_STAMPING: N 278 1962
 HW2039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2039+STABILITY: POSITION/ELEVATION WELL
 HW2039
 HW2039  HISTORY     - Date     Condition        Report By
 HW2039  HISTORY     - 1962     MONUMENTED       CGS
 HW2039  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2039  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2039
 HW2039                          STATION DESCRIPTION
 HW2039
 HW2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2039'0.8 MI NW FROM BEMIS.
 HW2039'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE WESTERN
 HW2039'MARYLAND RAILWAY CROSSING AT BEMIS, AT A ROAD JUNCTION, ON THE
 HW2039'OUTSIDE OF A CURVE (SWITCH BACK CURVE) WITH TANGENTS EXTENDING
 HW2039'TO THE SOUTH AND SOUTHWEST, SET VERTICALLY IN THE EAST FACE OF A
 HW2039'ROCK CUT THAT IS ABOUT 60 FEET LONG, 48 FEET SOUTHWEST OF THE
 HW2039'NORTHEAST END OF THE CUT, 27 FEET NORTHWEST OF THE CENTER OF THE
 HW2039'JUNCTION OF A DIRT ROAD LEADING NORTHEAST, AT THE FIRST SWITCH
 HW2039'BACK CURVE NORTHWEST OF BEMIS, AND ABOUT 3 FEET ABOVE THE LEVEL
 HW2039'OF THE ROAD.
 HW2039
 HW2039                          STATION RECOVERY (1983)
 HW2039
 HW2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2039'MARK NOT FOUND.
 HW2039
 HW2039                          STATION RECOVERY (1983)
 HW2039
 HW2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2052 ***********************************************************************
 HW2052  DESIGNATION -  N 279
 HW2052  PID         -  HW2052
 HW2052  STATE/COUNTY-  WV/RANDOLPH
 HW2052  USGS QUAD   -  BEVERLY EAST (1995)
 HW2052
 HW2052                         *CURRENT SURVEY CONTROL
 HW2052  ___________________________________________________________________
 HW2052* NAD 83(1986)-  38 49 16.     (N)    079 50 14.     (W)     SCALED    
 HW2052* NAVD 88     -       627.857  (meters)    2059.89   (feet)  ADJUSTED  
 HW2052  ___________________________________________________________________
 HW2052  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HW2052  DYNAMIC HT  -         627.397 (meters)    2058.39  (feet)  COMP
 HW2052  MODELED GRAV-     979,876.2   (mgal)                       NAVD 88
 HW2052
 HW2052  VERT ORDER  -  SECOND    CLASS 0
 HW2052
 HW2052.The horizontal coordinates were scaled from a topographic map and have
 HW2052.an estimated accuracy of +/- 6 seconds.
 HW2052
 HW2052.The orthometric height was determined by differential leveling
 HW2052.and adjusted by the National Geodetic Survey in June 1991..
 HW2052
 HW2052.The geoid height was determined by GEOID03.
 HW2052
 HW2052.The dynamic height is computed by dividing the NAVD 88
 HW2052.geopotential number by the normal gravity value computed on the
 HW2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2052.degrees latitude (g = 980.6199 gals.).
 HW2052
 HW2052.The modeled gravity was interpolated from observed gravity values.
 HW2052
 HW2052;                    North         East    Units  Estimated Accuracy
 HW2052;SPC WV S     -   202,760.      700,980.      MT  (+/- 180 meters Scaled)
 HW2052
 HW2052                          SUPERSEDED SURVEY CONTROL
 HW2052
 HW2052  NGVD 29 (??/??/92)  628.007  (m)         2060.39   (f) ADJ UNCH    2 0
 HW2052
 HW2052.Superseded values are not recommended for survey control.
 HW2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2052.See file dsdata.txt to determine how the superseded data were derived.
 HW2052
 HW2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC009975(NAD 83)
 HW2052_MARKER: DB = BENCH MARK DISK
 HW2052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2052_SP_SET: BRIDGE
 HW2052_STAMPING: N 279 1962
 HW2052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2052
 HW2052  HISTORY     - Date     Condition        Report By
 HW2052  HISTORY     - 1962     MONUMENTED       CGS
 HW2052  HISTORY     - 1983     GOOD             NGS
 HW2052  HISTORY     - 1983     GOOD             NGS
 HW2052
 HW2052                          STATION DESCRIPTION
 HW2052
 HW2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2052'2.9 MI SE FROM BEVERLY.
 HW2052'ABOUT 2.9 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2052'OFFICE AT BEVERLY, AT FILES CREEK GAS COMPRESSOR STATION, AT A
 HW2052'ROAD JUNCTION, SET ON TOP OF THE NORTHEAST END OF THE SOUTHEAST
 HW2052'CONCRETE ABUTMENT OF A BRIDGE OVER THE LEFT FORK OF FILES CREEK,
 HW2052'55 YARDS SOUTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD
 HW2052'LEADING TO THE NORTHEAST, 12 FEET NORTHEAST OF THE CENTER LINE
 HW2052'OF THE ROAD, 39 1/2 FEET NORTHWEST OF A STEEL FENCE CORNER POST
 HW2052'FOR THE GAS COMPANY AREA, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 HW2052'THE ROAD.
 HW2052
 HW2052                          STATION RECOVERY (1983)
 HW2052
 HW2052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2052'RECOVERED IN GOOD CONDITION.
 HW2052
 HW2052                          STATION RECOVERY (1983)
 HW2052
 HW2052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0766 ***********************************************************************
 KY0766  DESIGNATION -  N 28
 KY0766  PID         -  KY0766
 KY0766  STATE/COUNTY-  WV/MARSHALL
 KY0766  USGS QUAD   -  WHEELING (1994)
 KY0766
 KY0766                         *CURRENT SURVEY CONTROL
 KY0766  ___________________________________________________________________
 KY0766* NAD 83(1986)-  40 00 53.     (N)    080 44 00.     (W)     SCALED    
 KY0766* NAVD 88     -       201.147  (meters)     659.93   (feet)  ADJUSTED  
 KY0766  ___________________________________________________________________
 KY0766  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KY0766  DYNAMIC HT  -         201.035 (meters)     659.56  (feet)  COMP
 KY0766  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 KY0766
 KY0766  VERT ORDER  -  FIRST     CLASS II
 KY0766
 KY0766.The horizontal coordinates were scaled from a topographic map and have
 KY0766.an estimated accuracy of +/- 6 seconds.
 KY0766
 KY0766.The orthometric height was determined by differential leveling
 KY0766.and adjusted by the National Geodetic Survey in June 1991..
 KY0766
 KY0766.The geoid height was determined by GEOID03.
 KY0766
 KY0766.The dynamic height is computed by dividing the NAVD 88
 KY0766.geopotential number by the normal gravity value computed on the
 KY0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0766.degrees latitude (g = 980.6199 gals.).
 KY0766
 KY0766.The modeled gravity was interpolated from observed gravity values.
 KY0766
 KY0766;                    North         East    Units  Estimated Accuracy
 KY0766;SPC WV N     -   168,890.      494,710.      MT  (+/- 180 meters Scaled)
 KY0766
 KY0766                          SUPERSEDED SURVEY CONTROL
 KY0766
 KY0766  NGVD 29 (??/??/92)  201.320  (m)          660.50   (f) ADJ UNCH    1 2
 KY0766
 KY0766.Superseded values are not recommended for survey control.
 KY0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0766.See file dsdata.txt to determine how the superseded data were derived.
 KY0766
 KY0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE227294(NAD 83)
 KY0766_MARKER: DB = BENCH MARK DISK
 KY0766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0766_SP_SET: BRIDGE
 KY0766_STAMPING: N 28 1935
 KY0766_MARK LOGO: CGS   
 KY0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0766
 KY0766  HISTORY     - Date     Condition        Report By
 KY0766  HISTORY     - 1935     MONUMENTED       CGS
 KY0766  HISTORY     - 1943     GOOD             NGS
 KY0766  HISTORY     - 1983     GOOD             NGS
 KY0766
 KY0766                          STATION DESCRIPTION
 KY0766
 KY0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KY0766'0.6 MI N FROM BENWOOD.
 KY0766'0.6 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY0766'STATION AT BENWOOD JUNCTION, MARSHALL COUNTY, 129 FEET SOUTH OF
 KY0766'POLE 376+1, 66 FEET EAST OF THE CENTERLINE OF THE TRACK, 27 FEET
 KY0766'NORTHEAST OF THE CENTERLINE OF EIGHTH STREET, IN THE FACE OF THE
 KY0766'EAST CONCRETE ABUTMENT OF THE BENWOOD-BELLAINE HIGHWAY BRIDGE
 KY0766'OVER THE OHIO RIVER, AND ABOUT 2-1/2 FEET HIGHER THAN THE ROAD.
 KY0766'A STANDARD DISK, STAMPED N 28 1935 AND SET VERTICALLY.
 KY0766
 KY0766                          STATION RECOVERY (1983)
 KY0766
 KY0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0402 ***********************************************************************
 HX0402  DESIGNATION -  N 280
 HX0402  PID         -  HX0402
 HX0402  STATE/COUNTY-  WV/RANDOLPH
 HX0402  USGS QUAD   -  CASSITY (1977)
 HX0402
 HX0402                         *CURRENT SURVEY CONTROL
 HX0402  ___________________________________________________________________
 HX0402* NAD 83(1986)-  38 48 04.     (N)    080 04 57.     (W)     SCALED    
 HX0402* NAVD 88     -       715.484  (meters)    2347.38   (feet)  ADJUSTED  
 HX0402  ___________________________________________________________________
 HX0402  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX0402  DYNAMIC HT  -         714.966 (meters)    2345.68  (feet)  COMP
 HX0402  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 HX0402
 HX0402  VERT ORDER  -  SECOND    CLASS 0
 HX0402
 HX0402.The horizontal coordinates were scaled from a topographic map and have
 HX0402.an estimated accuracy of +/- 6 seconds.
 HX0402
 HX0402.The orthometric height was determined by differential leveling
 HX0402.and adjusted by the National Geodetic Survey in June 1991..
 HX0402
 HX0402.The geoid height was determined by GEOID03.
 HX0402
 HX0402.The dynamic height is computed by dividing the NAVD 88
 HX0402.geopotential number by the normal gravity value computed on the
 HX0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0402.degrees latitude (g = 980.6199 gals.).
 HX0402
 HX0402.The modeled gravity was interpolated from observed gravity values.
 HX0402
 HX0402;                    North         East    Units  Estimated Accuracy
 HX0402;SPC WV S     -   200,300.      679,700.      MT  (+/- 180 meters Scaled)
 HX0402
 HX0402                          SUPERSEDED SURVEY CONTROL
 HX0402
 HX0402  NGVD 29 (??/??/92)  715.641  (m)         2347.90   (f) ADJ UNCH    2 0
 HX0402
 HX0402.Superseded values are not recommended for survey control.
 HX0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0402.See file dsdata.txt to determine how the superseded data were derived.
 HX0402
 HX0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC796951(NAD 83)
 HX0402_MARKER: DB = BENCH MARK DISK
 HX0402_SETTING: 80 = SET IN A BOULDER
 HX0402_SP_SET: BOULDER
 HX0402_STAMPING: N 280 1962
 HX0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0402+STABILITY: SURFACE MOTION
 HX0402
 HX0402  HISTORY     - Date     Condition        Report By
 HX0402  HISTORY     - 1962     MONUMENTED       CGS
 HX0402
 HX0402                          STATION DESCRIPTION
 HX0402
 HX0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0402'3.1 MI SW FROM CASSITY.
 HX0402'ABOUT 0.5 MILE SOUTHWEST ALONG COUNTY ROAD 35 FROM THE CASSITY
 HX0402'METHODIST CHURCH AT CASSITY, THENCE ABOUT 2.6 MILES SOUTHWEST
 HX0402'ALONG COUNTY ROAD 34, AT A VILLAGE LOCALLY KNOWN AS LODA, SET
 HX0402'ON TOP OF AN EMBEDDED BOULDER THAT IS ABOUT 12-BY 23 1/2-FOOT
 HX0402'LONG AND 4 FOOT HIGH, 5 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 HX0402'THE BOULDER, 163 1/2 FEET WEST OF THE NORTHWEST CORNER OF A
 HX0402'CHURCH BUILDING, 35 FEET WEST OF THE NORTH END OF THE WEST ONE OF
 HX0402'TWO 30-INCH CULVERTS, 28 FEET NORTHWEST OF THE CENTER LINE OF THE
 HX0402'ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0110 ***********************************************************************
 HX0110  DESIGNATION -  N 281
 HX0110  PID         -  HX0110
 HX0110  STATE/COUNTY-  WV/UPSHUR
 HX0110  USGS QUAD   -  BUCKHANNON (1989)
 HX0110
 HX0110                         *CURRENT SURVEY CONTROL
 HX0110  ___________________________________________________________________
 HX0110* NAD 83(1986)-  38 54 31.     (N)    080 14 26.     (W)     SCALED    
 HX0110* NAVD 88     -       458.520  (meters)    1504.33   (feet)  ADJUSTED  
 HX0110  ___________________________________________________________________
 HX0110  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HX0110  DYNAMIC HT  -         458.207 (meters)    1503.30  (feet)  COMP
 HX0110  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 HX0110
 HX0110  VERT ORDER  -  SECOND    CLASS 0
 HX0110
 HX0110.The horizontal coordinates were scaled from a topographic map and have
 HX0110.an estimated accuracy of +/- 6 seconds.
 HX0110
 HX0110.The orthometric height was determined by differential leveling
 HX0110.and adjusted by the National Geodetic Survey in June 1991..
 HX0110
 HX0110.The geoid height was determined by GEOID03.
 HX0110
 HX0110.The dynamic height is computed by dividing the NAVD 88
 HX0110.geopotential number by the normal gravity value computed on the
 HX0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0110.degrees latitude (g = 980.6199 gals.).
 HX0110
 HX0110.The modeled gravity was interpolated from observed gravity values.
 HX0110
 HX0110;                    North         East    Units  Estimated Accuracy
 HX0110;SPC WV S     -   212,110.      665,870.      MT  (+/- 180 meters Scaled)
 HX0110
 HX0110                          SUPERSEDED SURVEY CONTROL
 HX0110
 HX0110  NGVD 29 (??/??/92)  458.699  (m)         1504.91   (f) ADJ UNCH    2 0
 HX0110
 HX0110.Superseded values are not recommended for survey control.
 HX0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0110.See file dsdata.txt to determine how the superseded data were derived.
 HX0110
 HX0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND658069(NAD 83)
 HX0110_MARKER: DB = BENCH MARK DISK
 HX0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0110_SP_SET: TUNNEL
 HX0110_STAMPING: N 281 1962
 HX0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0110
 HX0110  HISTORY     - Date     Condition        Report By
 HX0110  HISTORY     - 1962     MONUMENTED       CGS
 HX0110
 HX0110                          STATION DESCRIPTION
 HX0110
 HX0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0110'2.4 MI E FROM ADRIAN.
 HX0110'ABOUT 1.65 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0110'FROM THE CROSSING OF STATE HIGHWAYS 20 AND 4 AT ADRIAN, THENCE
 HX0110'ABOUT 0.7 MILE EAST ALONG AN ABANDONED RAILROAD, SET VERTICALLY
 HX0110'IN THE NORTHWEST END OF AN ABANDONED BRICK TUNNEL, 10 1/2 FEET
 HX0110'SOUTHWEST OF THE OLD ROADBED, AND ABOUT 2 1/2 FEET ABOVE THE
 HX0110'LEVEL OF THE ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0082 ***********************************************************************
 HX0082  DESIGNATION -  N 282
 HX0082  PID         -  HX0082
 HX0082  STATE/COUNTY-  WV/RANDOLPH
 HX0082  USGS QUAD   -  ELLAMORE (1987)
 HX0082
 HX0082                         *CURRENT SURVEY CONTROL
 HX0082  ___________________________________________________________________
 HX0082* NAD 83(1986)-  38 56 29.     (N)    080 01 13.     (W)     SCALED    
 HX0082* NAVD 88     -       636.328  (meters)    2087.69   (feet)  ADJUSTED  
 HX0082  ___________________________________________________________________
 HX0082  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HX0082  DYNAMIC HT  -         635.869 (meters)    2086.18  (feet)  COMP
 HX0082  MODELED GRAV-     979,884.7   (mgal)                       NAVD 88
 HX0082
 HX0082  VERT ORDER  -  SECOND    CLASS 0
 HX0082
 HX0082.The horizontal coordinates were scaled from a topographic map and have
 HX0082.an estimated accuracy of +/- 6 seconds.
 HX0082
 HX0082.The orthometric height was determined by differential leveling
 HX0082.and adjusted by the National Geodetic Survey in June 1991..
 HX0082
 HX0082.The geoid height was determined by GEOID03.
 HX0082
 HX0082.The dynamic height is computed by dividing the NAVD 88
 HX0082.geopotential number by the normal gravity value computed on the
 HX0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0082.degrees latitude (g = 980.6199 gals.).
 HX0082
 HX0082.The modeled gravity was interpolated from observed gravity values.
 HX0082
 HX0082;                    North         East    Units  Estimated Accuracy
 HX0082;SPC WV S     -   215,930.      684,940.      MT  (+/- 180 meters Scaled)
 HX0082
 HX0082                          SUPERSEDED SURVEY CONTROL
 HX0082
 HX0082  NGVD 29 (??/??/92)  636.485  (m)         2088.20   (f) ADJ UNCH    2 0
 HX0082
 HX0082.Superseded values are not recommended for survey control.
 HX0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0082.See file dsdata.txt to determine how the superseded data were derived.
 HX0082
 HX0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND849107(NAD 83)
 HX0082_MARKER: DB = BENCH MARK DISK
 HX0082_SETTING: 66 = SET IN ROCK OUTCROP
 HX0082_SP_SET: ROCK LEDGE
 HX0082_STAMPING: N 282 1962
 HX0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0082+STABILITY: POSITION/ELEVATION WELL
 HX0082
 HX0082  HISTORY     - Date     Condition        Report By
 HX0082  HISTORY     - 1962     MONUMENTED       CGS
 HX0082
 HX0082                          STATION DESCRIPTION
 HX0082
 HX0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0082'7 MI NW FROM NORTON.
 HX0082'ABOUT 0.5 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX0082'OFFICE AT NORTON, THENCE ABOUT 6.45 MILES NORTHWEST ALONG THE
 HX0082'BALTIMORE AND OHIO RAILROAD, ABOUT 0.25 MILE SOUTHWEST OF
 HX0082'MILEPOST 13, SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK
 HX0082'LEDGE THAT IS ABOUT 25-FOOT LONG AND 5-FOOT HIGH, 10 FEET
 HX0082'SOUTHWEST OF THE NORTHEAST END OF THE LEDGE, 37 FEET SOUTHEAST
 HX0082'OF THE SOUTHEAST RAIL, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 HX0082'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1432 ***********************************************************************
 GX1432  DESIGNATION -  N 283
 GX1432  PID         -  GX1432
 GX1432  STATE/COUNTY-  WV/MERCER
 GX1432  USGS QUAD   -  BLUEFIELD (1979)
 GX1432
 GX1432                         *CURRENT SURVEY CONTROL
 GX1432  ___________________________________________________________________
 GX1432* NAD 83(1986)-  37 16 08.     (N)    081 13 36.     (W)     SCALED    
 GX1432* NAVD 88     -       781.403  (meters)    2563.65   (feet)  ADJUSTED  
 GX1432  ___________________________________________________________________
 GX1432  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GX1432  DYNAMIC HT  -         780.699 (meters)    2561.34  (feet)  COMP
 GX1432  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 GX1432
 GX1432  VERT ORDER  -  FIRST     CLASS II
 GX1432
 GX1432.The horizontal coordinates were scaled from a topographic map and have
 GX1432.an estimated accuracy of +/- 6 seconds.
 GX1432
 GX1432.The orthometric height was determined by differential leveling
 GX1432.and adjusted by the National Geodetic Survey in June 1991..
 GX1432
 GX1432.The geoid height was determined by GEOID03.
 GX1432
 GX1432.The dynamic height is computed by dividing the NAVD 88
 GX1432.geopotential number by the normal gravity value computed on the
 GX1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1432.degrees latitude (g = 980.6199 gals.).
 GX1432
 GX1432.The modeled gravity was interpolated from observed gravity values.
 GX1432
 GX1432;                    North         East    Units  Estimated Accuracy
 GX1432;SPC WV S     -    29,870.      579,890.      MT  (+/- 180 meters Scaled)
 GX1432
 GX1432                          SUPERSEDED SURVEY CONTROL
 GX1432
 GX1432  NGVD 29 (??/??/92)  781.487  (m)         2563.93   (f) ADJ UNCH    1 2
 GX1432
 GX1432.Superseded values are not recommended for survey control.
 GX1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1432.See file dsdata.txt to determine how the superseded data were derived.
 GX1432
 GX1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB799247(NAD 83)
 GX1432_MARKER: DB = BENCH MARK DISK
 GX1432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1432_SP_SET: OVERPASS
 GX1432_STAMPING: N 283 1965
 GX1432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1432
 GX1432  HISTORY     - Date     Condition        Report By
 GX1432  HISTORY     - 1965     MONUMENTED       CGS
 GX1432
 GX1432                          STATION DESCRIPTION
 GX1432
 GX1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1432'AT BLUEFIELD.
 GX1432'AT BLUEFIELD, ABOUT 0.3 MILE WEST ALONG THE NORFOLK AND WESTERN
 GX1432'RAILWAY FROM THE STATION, AT THE OVERPASS CROSSING OF MERCER
 GX1432'STREET, SET VERTICALLY IN THE SOUTH FACE OF THE NORTH CONCRETE
 GX1432'ABUTMENT OF THE OVERPASS, 96 FEET NORTH OF THE NORTH RAIL OF THE
 GX1432'WESTBOUND MAIN TRACK, 2.4 FEET WEST OF THE EAST END OF THE
 GX1432'ABUTMENT, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 2
 GX1432'FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1412 ***********************************************************************
 GX1412  DESIGNATION -  N 284
 GX1412  PID         -  GX1412
 GX1412  STATE/COUNTY-  WV/MERCER
 GX1412  USGS QUAD   -  BLUEFIELD (1979)
 GX1412
 GX1412                         *CURRENT SURVEY CONTROL
 GX1412  ___________________________________________________________________
 GX1412* NAD 83(1986)-  37 17 24.     (N)    081 09 21.     (W)     SCALED    
 GX1412* NAVD 88     -       691.452  (meters)    2268.54   (feet)  ADJUSTED  
 GX1412  ___________________________________________________________________
 GX1412  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GX1412  DYNAMIC HT  -         690.836 (meters)    2266.52  (feet)  COMP
 GX1412  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 GX1412
 GX1412  VERT ORDER  -  FIRST     CLASS II
 GX1412
 GX1412.The horizontal coordinates were scaled from a topographic map and have
 GX1412.an estimated accuracy of +/- 6 seconds.
 GX1412
 GX1412.The orthometric height was determined by differential leveling
 GX1412.and adjusted by the National Geodetic Survey in June 1991..
 GX1412
 GX1412.The geoid height was determined by GEOID03.
 GX1412
 GX1412.The dynamic height is computed by dividing the NAVD 88
 GX1412.geopotential number by the normal gravity value computed on the
 GX1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1412.degrees latitude (g = 980.6199 gals.).
 GX1412
 GX1412.The modeled gravity was interpolated from observed gravity values.
 GX1412
 GX1412;                    North         East    Units  Estimated Accuracy
 GX1412;SPC WV S     -    32,200.      586,180.      MT  (+/- 180 meters Scaled)
 GX1412
 GX1412                          SUPERSEDED SURVEY CONTROL
 GX1412
 GX1412  NGVD 29 (??/??/92)  691.557  (m)         2268.88   (f) ADJ UNCH    1 2
 GX1412
 GX1412.Superseded values are not recommended for survey control.
 GX1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1412.See file dsdata.txt to determine how the superseded data were derived.
 GX1412
 GX1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB861270(NAD 83)
 GX1412_MARKER: DB = BENCH MARK DISK
 GX1412_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX1412_STAMPING: N 284 1965
 GX1412_MARK LOGO: CGS   
 GX1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1412+STABILITY: SURFACE MOTION
 GX1412
 GX1412  HISTORY     - Date     Condition        Report By
 GX1412  HISTORY     - 1965     MONUMENTED       CGS
 GX1412  HISTORY     - 1984     GOOD             NGS
 GX1412
 GX1412                          STATION DESCRIPTION
 GX1412
 GX1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1412'3.9 MI E FROM BLUEFIELD.
 GX1412'ABOUT 3.9 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1412'FROM THE STATION AT BLUEFIELD, ABOUT 0.2 MILE WEST OF MILEPOST
 GX1412'N-359, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 GX1412'HEAD WALL FOR A 30 FOOT ARCHED CULVERT OVER THE EAST RIVER AND
 GX1412'UNDER THE RAILROAD, 14.8 FEET SOUTH OF THE SOUTH RAIL OF THE
 GX1412'EASTBOUND TRACK AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 GX1412
 GX1412                          STATION RECOVERY (1984)
 GX1412
 GX1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1412'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984 DUE TO NEW LINE
 GX1412'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1942 ***********************************************************************
 HW1942  DESIGNATION -  N 3
 HW1942  PID         -  HW1942
 HW1942  STATE/COUNTY-  WV/POCAHONTAS
 HW1942  USGS QUAD   -  DURBIN (1995)
 HW1942
 HW1942                         *CURRENT SURVEY CONTROL
 HW1942  ___________________________________________________________________
 HW1942* NAD 83(1986)-  38 32 43.     (N)    079 49 28.     (W)     SCALED    
 HW1942* NAVD 88     -       833.555  (meters)    2734.76   (feet)  ADJUSTED  
 HW1942  ___________________________________________________________________
 HW1942  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HW1942  DYNAMIC HT  -         832.890 (meters)    2732.57  (feet)  COMP
 HW1942  MODELED GRAV-     979,802.8   (mgal)                       NAVD 88
 HW1942
 HW1942  VERT ORDER  -  FIRST     CLASS II
 HW1942
 HW1942.The horizontal coordinates were scaled from a topographic map and have
 HW1942.an estimated accuracy of +/- 6 seconds.
 HW1942
 HW1942.The orthometric height was determined by differential leveling
 HW1942.and adjusted by the National Geodetic Survey in June 1991..
 HW1942
 HW1942.The geoid height was determined by GEOID03.
 HW1942
 HW1942.The dynamic height is computed by dividing the NAVD 88
 HW1942.geopotential number by the normal gravity value computed on the
 HW1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1942.degrees latitude (g = 980.6199 gals.).
 HW1942
 HW1942.The modeled gravity was interpolated from observed gravity values.
 HW1942
 HW1942;                    North         East    Units  Estimated Accuracy
 HW1942;SPC WV S     -   172,160.      702,470.      MT  (+/- 180 meters Scaled)
 HW1942
 HW1942                          SUPERSEDED SURVEY CONTROL
 HW1942
 HW1942  NGVD 29 (??/??/92)  833.619  (m)         2734.97   (f) ADJ UNCH    1 2
 HW1942
 HW1942.Superseded values are not recommended for survey control.
 HW1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1942.See file dsdata.txt to determine how the superseded data were derived.
 HW1942
 HW1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC024669(NAD 83)
 HW1942_MARKER: DB = BENCH MARK DISK
 HW1942_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1942_SP_SET: BUILDING
 HW1942_STAMPING: N 3 1933
 HW1942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1942
 HW1942  HISTORY     - Date     Condition        Report By
 HW1942  HISTORY     - 1933     MONUMENTED       CGS
 HW1942  HISTORY     - 1935     GOOD             NGS
 HW1942  HISTORY     - 1962     GOOD             NGS
 HW1942  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1942
 HW1942                          STATION DESCRIPTION
 HW1942
 HW1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1942'AT DURBIN.
 HW1942'AT DURBIN, POCAHONTAS COUNTY, ON STATE HIGHWAY 56, 45 YARDS NORTH
 HW1942'OF THE UNION STATION, IN THE SOUTH FACE OF THE LIVESAY BUILDING,
 HW1942'12 YARDS WEST OF THE SOUTHEAST CORNER, 15 YARDS NORTH OF THE
 HW1942'CENTERLINE OF THE HIGHWAY, AND ABOUT 1 YARD ABOVE THE SIDEWALK.
 HW1942'A STANDARD DISK, STAMPED N 3 1933 AND SET VERTICALLY.
 HW1942
 HW1942                          STATION RECOVERY (1962)
 HW1942
 HW1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HW1942'RECOVERED IN GOOD CONDITION.
 HW1942
 HW1942                          STATION RECOVERY (1983)
 HW1942
 HW1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0112 ***********************************************************************
 GX0112  DESIGNATION -  N 30
 GX0112  PID         -  GX0112
 GX0112  STATE/COUNTY-  WV/MONROE
 GX0112  USGS QUAD   -  ALLEGHANY (1989)
 GX0112
 GX0112                         *CURRENT SURVEY CONTROL
 GX0112  ___________________________________________________________________
 GX0112* NAD 83(1986)-  37 37 37.     (N)    080 14 45.     (W)     SCALED    
 GX0112* NAVD 88     -       618.264  (meters)    2028.42   (feet)  ADJUSTED  
 GX0112  ___________________________________________________________________
 GX0112  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GX0112  DYNAMIC HT  -         617.736 (meters)    2026.69  (feet)  COMP
 GX0112  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 GX0112
 GX0112  VERT ORDER  -  SECOND    CLASS 0
 GX0112
 GX0112.The horizontal coordinates were scaled from a topographic map and have
 GX0112.an estimated accuracy of +/- 6 seconds.
 GX0112
 GX0112.The orthometric height was determined by differential leveling
 GX0112.and adjusted by the National Geodetic Survey in June 1991..
 GX0112
 GX0112.The geoid height was determined by GEOID03.
 GX0112
 GX0112.The dynamic height is computed by dividing the NAVD 88
 GX0112.geopotential number by the normal gravity value computed on the
 GX0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0112.degrees latitude (g = 980.6199 gals.).
 GX0112
 GX0112.The modeled gravity was interpolated from observed gravity values.
 GX0112
 GX0112;                    North         East    Units  Estimated Accuracy
 GX0112;SPC WV S     -    69,860.      666,570.      MT  (+/- 180 meters Scaled)
 GX0112
 GX0112                          SUPERSEDED SURVEY CONTROL
 GX0112
 GX0112  NGVD 29 (??/??/92)  618.406  (m)         2028.89   (f) ADJ UNCH    2 0
 GX0112
 GX0112.Superseded values are not recommended for survey control.
 GX0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0112.See file dsdata.txt to determine how the superseded data were derived.
 GX0112
 GX0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB665646(NAD 83)
 GX0112_MARKER: DB = BENCH MARK DISK
 GX0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0112_STAMPING: N 30 1935
 GX0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0112+STABILITY: SURFACE MOTION
 GX0112
 GX0112  HISTORY     - Date     Condition        Report By
 GX0112  HISTORY     - 1935     MONUMENTED       CGS
 GX0112  HISTORY     - 1944     GOOD             NGS
 GX0112  HISTORY     - 1963     GOOD             NGS
 GX0112
 GX0112                          STATION DESCRIPTION
 GX0112
 GX0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GX0112'AT SWEETSPRINGS.
 GX0112'AT SWEETSPRINGS, MONROE COUNTY, ON STATE HIGHWAY 311, 0.3 MILE
 GX0112'SOUTHWEST OF THE POST OFFICE, ABOUT 400 FEET NORTHEAST OF A SERVICE
 GX0112'STATION, 52 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 GX0112'STATE HIGHWAY 3 AND THE NORTH WYE OF STATE HIGHWAY 311, 26 FEET
 GX0112'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 311, 24 FEET NORTHEAST
 GX0112'OF A CONCRETE HIGHWAY SIGN, 8.5 FEET EAST OF A BRONZE TABLET IN A
 GX0112'CONCRETE POST MARKING THE RIGHT-OF-WAY (BESIDE A WHITE CONCRETE
 GX0112'POST), AND 1 FOOT SOUTH OF A BOARD FENCE.  A STANDARD DISK, STAMPED
 GX0112'N 30 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GX0112
 GX0112                          STATION RECOVERY (1963)
 GX0112
 GX0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0870 ***********************************************************************
 JW0870  DESIGNATION -  N 31
 JW0870  PID         -  JW0870
 JW0870  STATE/COUNTY-  WV/TUCKER
 JW0870  USGS QUAD   -  PARSONS (1995)
 JW0870
 JW0870                         *CURRENT SURVEY CONTROL
 JW0870  ___________________________________________________________________
 JW0870* NAD 83(1986)-  39 04 53.     (N)    079 38 50.     (W)     SCALED    
 JW0870* NAVD 88     -       513.282  (meters)    1683.99   (feet)  ADJUSTED  
 JW0870  ___________________________________________________________________
 JW0870  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JW0870  DYNAMIC HT  -         512.930 (meters)    1682.84  (feet)  COMP
 JW0870  MODELED GRAV-     979,927.2   (mgal)                       NAVD 88
 JW0870
 JW0870  VERT ORDER  -  SECOND    CLASS 0
 JW0870
 JW0870.The horizontal coordinates were scaled from a topographic map and have
 JW0870.an estimated accuracy of +/- 6 seconds.
 JW0870
 JW0870.The orthometric height was determined by differential leveling
 JW0870.and adjusted by the National Geodetic Survey in June 1991..
 JW0870
 JW0870.The geoid height was determined by GEOID03.
 JW0870
 JW0870.The dynamic height is computed by dividing the NAVD 88
 JW0870.geopotential number by the normal gravity value computed on the
 JW0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0870.degrees latitude (g = 980.6199 gals.).
 JW0870
 JW0870.The modeled gravity was interpolated from observed gravity values.
 JW0870
 JW0870;                    North         East    Units  Estimated Accuracy
 JW0870;SPC WV N     -    64,560.      587,260.      MT  (+/- 180 meters Scaled)
 JW0870
 JW0870                          SUPERSEDED SURVEY CONTROL
 JW0870
 JW0870  NGVD 29 (??/??/92)  513.443  (m)         1684.52   (f) ADJ UNCH    2 0
 JW0870
 JW0870.Superseded values are not recommended for survey control.
 JW0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0870.See file dsdata.txt to determine how the superseded data were derived.
 JW0870
 JW0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD170266(NAD 83)
 JW0870_MARKER: DB = BENCH MARK DISK
 JW0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0870_STAMPING: N 31 1935
 JW0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0870+STABILITY: SURFACE MOTION
 JW0870
 JW0870  HISTORY     - Date     Condition        Report By
 JW0870  HISTORY     - 1935     MONUMENTED       CGS
 JW0870
 JW0870                          STATION DESCRIPTION
 JW0870
 JW0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0870'2.4 MI E FROM PARSONS.
 JW0870'2.4 MILES EAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0870'STATION AT PARSONS, TUCKER COUNTY, AT THE HAMBLETON STATION, 163
 JW0870'FEET EAST OF THE WEST END OF A SIDING, 100 FEET EAST OF A
 JW0870'SECTIONHOUSE, 24 FEET WEST OF THE CENTER OF A ROAD CROSSING, 30
 JW0870'FEET NORTH OF THE CENTERLINE OF THE TRACK, 7 FEET SOUTHWEST OF
 JW0870'AN ELECTRIC LIGHT POLE, AND 4 FEET WEST OF A FENCE CORNER.  A
 JW0870'STANDARD DISK, STAMPED N 31 1935 AND SET IN THE TOP OF A CONCRETE
 JW0870'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2966 ***********************************************************************
 KY2966  DESIGNATION -  N 312
 KY2966  PID         -  KY2966
 KY2966  STATE/COUNTY-  WV/BROOKE
 KY2966  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY2966
 KY2966                         *CURRENT SURVEY CONTROL
 KY2966  ___________________________________________________________________
 KY2966* NAD 83(1986)-  40 21 27.     (N)    080 36 22.     (W)     SCALED    
 KY2966* NAVD 88     -       220.251  (meters)     722.61   (feet)  ADJUSTED  
 KY2966  ___________________________________________________________________
 KY2966  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KY2966  DYNAMIC HT  -         220.135 (meters)     722.23  (feet)  COMP
 KY2966  MODELED GRAV-     980,096.9   (mgal)                       NAVD 88
 KY2966
 KY2966  VERT ORDER  -  FIRST     CLASS II
 KY2966
 KY2966.The horizontal coordinates were scaled from a topographic map and have
 KY2966.an estimated accuracy of +/- 6 seconds.
 KY2966
 KY2966.The orthometric height was determined by differential leveling
 KY2966.and adjusted by the National Geodetic Survey in June 1991..
 KY2966
 KY2966.The geoid height was determined by GEOID03.
 KY2966
 KY2966.The dynamic height is computed by dividing the NAVD 88
 KY2966.geopotential number by the normal gravity value computed on the
 KY2966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2966.degrees latitude (g = 980.6199 gals.).
 KY2966
 KY2966.The modeled gravity was interpolated from observed gravity values.
 KY2966
 KY2966;                    North         East    Units  Estimated Accuracy
 KY2966;SPC WV N     -   206,800.      506,040.      MT  (+/- 180 meters Scaled)
 KY2966
 KY2966                          SUPERSEDED SURVEY CONTROL
 KY2966
 KY2966.No superseded survey control is available for this station.
 KY2966
 KY2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE334675(NAD 83)
 KY2966_MARKER: DB = BENCH MARK DISK
 KY2966_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY2966_SP_SET: BRIDGE ABUTMENT
 KY2966_STAMPING: N 312 1983
 KY2966_MARK LOGO: NGS   
 KY2966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2966
 KY2966  HISTORY     - Date     Condition        Report By
 KY2966  HISTORY     - 1983     MONUMENTED       NGS
 KY2966
 KY2966                          STATION DESCRIPTION
 KY2966
 KY2966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2966'IN EAST STEUBENVILLE.
 KY2966'IN EAST STEUBENVILLE, ALONG STATE HIGHWAY 2, AT THE SOUTHEAST END OF
 KY2966'THE MARKET STREET BRIDGE OVER THE OHIO RIVER, 11.15 METERS (36.6 FT)
 KY2966'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.73 METERS (18.8 FT)
 KY2966'NORTH-NORTHEAST OF THE CENTER OF THE BRIDGE.
 KY2966'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1132 ***********************************************************************
 JW1132  DESIGNATION -  N 313
 JW1132  PID         -  JW1132
 JW1132  STATE/COUNTY-  WV/PRESTON
 JW1132  USGS QUAD   -  TERRA ALTA (1976)
 JW1132
 JW1132                         *CURRENT SURVEY CONTROL
 JW1132  ___________________________________________________________________
 JW1132* NAD 83(1986)-  39 27 29.     (N)    079 33 48.     (W)     SCALED    
 JW1132* NAVD 88     -       833.622  (meters)    2734.97   (feet)  ADJUSTED  
 JW1132  ___________________________________________________________________
 JW1132  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JW1132  DYNAMIC HT  -         833.050 (meters)    2733.10  (feet)  COMP
 JW1132  MODELED GRAV-     979,912.0   (mgal)                       NAVD 88
 JW1132
 JW1132  VERT ORDER  -  FIRST     CLASS II
 JW1132
 JW1132.The horizontal coordinates were scaled from a topographic map and have
 JW1132.an estimated accuracy of +/- 6 seconds.
 JW1132
 JW1132.The orthometric height was determined by differential leveling
 JW1132.and adjusted by the National Geodetic Survey in June 1991..
 JW1132
 JW1132.The geoid height was determined by GEOID03.
 JW1132
 JW1132.The dynamic height is computed by dividing the NAVD 88
 JW1132.geopotential number by the normal gravity value computed on the
 JW1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1132.degrees latitude (g = 980.6199 gals.).
 JW1132
 JW1132.The modeled gravity was interpolated from observed gravity values.
 JW1132
 JW1132;                    North         East    Units  Estimated Accuracy
 JW1132;SPC WV N     -   106,360.      594,550.      MT  (+/- 180 meters Scaled)
 JW1132
 JW1132                          SUPERSEDED SURVEY CONTROL
 JW1132
 JW1132.No superseded survey control is available for this station.
 JW1132
 JW1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD236685(NAD 83)
 JW1132_MARKER: I = METAL ROD
 JW1132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1132_SP_SET: STAINLESS STEEL ROD
 JW1132_STAMPING: N 313 1983
 JW1132_MARK LOGO: NGS   
 JW1132_PROJECTION: FLUSH
 JW1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1132_ROD/PIPE-DEPTH: 4.5  meters
 JW1132
 JW1132  HISTORY     - Date     Condition        Report By
 JW1132  HISTORY     - 1983     MONUMENTED       NGS
 JW1132
 JW1132                          STATION DESCRIPTION
 JW1132
 JW1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1132'2.7 KM (1.7 MI) WEST FROM TERRA ALTA.
 JW1132'2.7 KM (1.7 MI) WEST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 JW1132'BRANDONVILLE TURNPIKE (COUNTY ROUTE 3) IN TERRA ALTA TO THE MARK ON
 JW1132'THE RIGHT, ON THE SOUTHEAST SIDE OF A GATE POST, 8.70 METERS (28.5 FT)
 JW1132'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.60 METERS (8.5 FT)
 JW1132'SOUTHEAST OF THE CENTER OF A METAL GATE, 0.61 METER (2.0 FT) SOUTHEAST
 JW1132'OF THE SOUTHEAST GATE POST OF THE METAL GATE.
 JW1132'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 JW1132'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1736 ***********************************************************************
 JX1736  DESIGNATION -  N 314
 JX1736  PID         -  JX1736
 JX1736  STATE/COUNTY-  WV/WOOD
 JX1736  USGS QUAD   -  PETROLEUM (1987)
 JX1736
 JX1736                         *CURRENT SURVEY CONTROL
 JX1736  ___________________________________________________________________
 JX1736* NAD 83(1986)-  39 14 48.     (N)    081 21 38.     (W)     SCALED    
 JX1736* NAVD 88     -       231.509  (meters)     759.54   (feet)  ADJUSTED  
 JX1736  ___________________________________________________________________
 JX1736  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JX1736  DYNAMIC HT  -         231.366 (meters)     759.07  (feet)  COMP
 JX1736  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 JX1736
 JX1736  VERT ORDER  -  FIRST     CLASS II
 JX1736
 JX1736.The horizontal coordinates were scaled from a topographic map and have
 JX1736.an estimated accuracy of +/- 6 seconds.
 JX1736
 JX1736.The orthometric height was determined by differential leveling
 JX1736.and adjusted by the National Geodetic Survey in June 1991..
 JX1736
 JX1736.The geoid height was determined by GEOID03.
 JX1736
 JX1736.The dynamic height is computed by dividing the NAVD 88
 JX1736.geopotential number by the normal gravity value computed on the
 JX1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1736.degrees latitude (g = 980.6199 gals.).
 JX1736
 JX1736.The modeled gravity was interpolated from observed gravity values.
 JX1736
 JX1736;                    North         East    Units  Estimated Accuracy
 JX1736;SPC WV N     -    84,560.      439,410.      MT  (+/- 180 meters Scaled)
 JX1736
 JX1736                          SUPERSEDED SURVEY CONTROL
 JX1736
 JX1736.No superseded survey control is available for this station.
 JX1736
 JX1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD688442(NAD 83)
 JX1736_MARKER: DB = BENCH MARK DISK
 JX1736_SETTING: 66 = SET IN ROCK OUTCROP
 JX1736_SP_SET: ROCK OUTCROP
 JX1736_STAMPING: N 314 1983
 JX1736_MARK LOGO: NGS   
 JX1736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1736+STABILITY: POSITION/ELEVATION WELL
 JX1736
 JX1736  HISTORY     - Date     Condition        Report By
 JX1736  HISTORY     - 1983     MONUMENTED       NGS
 JX1736
 JX1736                          STATION DESCRIPTION
 JX1736
 JX1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1736'14.3 KM (8.95 MI) EAST FROM PARKERSBURG.
 JX1736'14.3 KM (8.95 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1736'INTERSTATE 77 IN PARKERSBURG TO THE MARK ON THE LEFT, 14.4 METERS
 JX1736'(47.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANE OF
 JX1736'THE HIGHWAY, 37.7 METERS (124.0 FT) NORTHEAST OF THE CENTER OF A
 JX1736'GRAVEL ROAD.
 JX1736'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 JX1736'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1800 ***********************************************************************
 JX1800  DESIGNATION -  N 315
 JX1800  PID         -  JX1800
 JX1800  STATE/COUNTY-  WV/MARION
 JX1800  USGS QUAD   -  FAIRMONT EAST (1976)
 JX1800
 JX1800                         *CURRENT SURVEY CONTROL
 JX1800  ___________________________________________________________________
 JX1800* NAD 83(1986)-  39 27 29.     (N)    080 07 02.     (W)     SCALED    
 JX1800* NAVD 88     -       349.539  (meters)    1146.78   (feet)  ADJUSTED  
 JX1800  ___________________________________________________________________
 JX1800  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JX1800  DYNAMIC HT  -         349.327 (meters)    1146.08  (feet)  COMP
 JX1800  MODELED GRAV-     980,009.2   (mgal)                       NAVD 88
 JX1800
 JX1800  VERT ORDER  -  FIRST     CLASS II
 JX1800
 JX1800.The horizontal coordinates were scaled from a topographic map and have
 JX1800.an estimated accuracy of +/- 6 seconds.
 JX1800
 JX1800.The orthometric height was determined by differential leveling
 JX1800.and adjusted by the National Geodetic Survey in June 1991..
 JX1800
 JX1800.The geoid height was determined by GEOID03.
 JX1800
 JX1800.The dynamic height is computed by dividing the NAVD 88
 JX1800.geopotential number by the normal gravity value computed on the
 JX1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1800.degrees latitude (g = 980.6199 gals.).
 JX1800
 JX1800.The modeled gravity was interpolated from observed gravity values.
 JX1800
 JX1800;                    North         East    Units  Estimated Accuracy
 JX1800;SPC WV N     -   106,540.      546,880.      MT  (+/- 180 meters Scaled)
 JX1800
 JX1800                          SUPERSEDED SURVEY CONTROL
 JX1800
 JX1800.No superseded survey control is available for this station.
 JX1800
 JX1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND759679(NAD 83)
 JX1800_MARKER: I = METAL ROD
 JX1800_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1800_SP_SET: STAINLESS STEEL ROD
 JX1800_STAMPING: N 315 1983
 JX1800_MARK LOGO: NGS   
 JX1800_PROJECTION: FLUSH
 JX1800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1800_ROD/PIPE-DEPTH: 4.3  meters
 JX1800
 JX1800  HISTORY     - Date     Condition        Report By
 JX1800  HISTORY     - 1983     MONUMENTED       NGS
 JX1800
 JX1800                          STATION DESCRIPTION
 JX1800
 JX1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1800'1.7 KM (1.05 MI) SOUTH FROM FAIRMONT.
 JX1800'1.7 KM (1.05 MI) SOUTH ALONG STATE HIGHWAY 310 FROM THE INTERSTATE 79
 JX1800'NORTHEASTBOUND OVERPASS BRIDGE IN FAIRMONT TO THE MARK ON THE RIGHT,
 JX1800'ON THE SOUTH SIDE OF POWER POLE 12-95, 5.33 METERS (17.5 FT) WEST OF
 JX1800'THE CENTERLINE OF THE HIGHWAY, 14.63 METERS (48.0 FT) NORTHEAST OF THE
 JX1800'NORTHEAST CORNER OF A 2-STORY FRAME HOUSE, 1.21 METERS (4.0 FT) SOUTH
 JX1800'OF A GAS METER, 0.61 METER (2.0 FT) SOUTH OF THE POWER POLE.
 JX1800'THE MARK IS 0.91 METERS  SW FROM A WITNESS POST.
 JX1800'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1690 ***********************************************************************
 JX1690  DESIGNATION -  N 316
 JX1690  PID         -  JX1690
 JX1690  STATE/COUNTY-  WV/WETZEL
 JX1690  USGS QUAD   -  PADEN CITY (1994)
 JX1690
 JX1690                         *CURRENT SURVEY CONTROL
 JX1690  ___________________________________________________________________
 JX1690* NAD 83(1986)-  39 37 01.     (N)    080 52 43.     (W)     SCALED    
 JX1690* NAVD 88     -       201.600  (meters)     661.42   (feet)  ADJUSTED  
 JX1690  ___________________________________________________________________
 JX1690  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX1690  DYNAMIC HT  -         201.484 (meters)     661.04  (feet)  COMP
 JX1690  MODELED GRAV-     980,044.7   (mgal)                       NAVD 88
 JX1690
 JX1690  VERT ORDER  -  FIRST     CLASS II
 JX1690
 JX1690.The horizontal coordinates were scaled from a topographic map and have
 JX1690.an estimated accuracy of +/- 6 seconds.
 JX1690
 JX1690.The orthometric height was determined by differential leveling
 JX1690.and adjusted by the National Geodetic Survey in June 1991..
 JX1690
 JX1690.The geoid height was determined by GEOID03.
 JX1690
 JX1690.The dynamic height is computed by dividing the NAVD 88
 JX1690.geopotential number by the normal gravity value computed on the
 JX1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1690.degrees latitude (g = 980.6199 gals.).
 JX1690
 JX1690.The modeled gravity was interpolated from observed gravity values.
 JX1690
 JX1690;                    North         East    Units  Estimated Accuracy
 JX1690;SPC WV N     -   124,910.      481,630.      MT  (+/- 180 meters Scaled)
 JX1690
 JX1690                          SUPERSEDED SURVEY CONTROL
 JX1690
 JX1690.No superseded survey control is available for this station.
 JX1690
 JX1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND104852(NAD 83)
 JX1690_MARKER: I = METAL ROD
 JX1690_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1690_SP_SET: STAINLESS STEEL ROD
 JX1690_STAMPING: N 316 1983
 JX1690_MARK LOGO: NGS   
 JX1690_PROJECTION: FLUSH
 JX1690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1690_ROD/PIPE-DEPTH: 7.1  meters
 JX1690
 JX1690  HISTORY     - Date     Condition        Report By
 JX1690  HISTORY     - 1983     MONUMENTED       NGS
 JX1690
 JX1690                          STATION DESCRIPTION
 JX1690
 JX1690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1690'3.6 KM (2.25 MI) SOUTH FROM NEW MARTINSVILLE.
 JX1690'3.6 KM (2.25 MI) SOUTH ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 JX1690'DOOLIN RUN ROAD IN NEW MARTINSVILLE TO THE MARK ON THE RIGHT, ACROSS
 JX1690'THE HIGHWAY FROM TALKINGTONS GUN SHOP, 8.78 METERS (28.8 FT) NORTHWEST
 JX1690'OF THE CENTERLINE OF THE HIGHWAY, 13.40 METERS (44.0 FT) NORTHEAST OF
 JX1690'THE CENTER OF A GRAVELED ROAD LEADING TO A HOUSING DEVELOPMENT,
 JX1690'2.77 METERS (9.1 FT) NORTH OF A POWER POLE WITH A TRANSFORMER AND
 JX1690'BRACE POLE, 1.34 METERS (4.4 FT) SOUTH OF THE BRACE POLE.
 JX1690'THE MARK IS 1.37 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1115 ***********************************************************************
 JW1115  DESIGNATION -  N 317
 JW1115  PID         -  JW1115
 JW1115  STATE/COUNTY-  WV/PRESTON
 JW1115  USGS QUAD   -  ROWLESBURG (1995)
 JW1115
 JW1115                         *CURRENT SURVEY CONTROL
 JW1115  ___________________________________________________________________
 JW1115* NAD 83(1986)-  39 19 48.     (N)    079 43 34.     (W)     SCALED    
 JW1115* NAVD 88     -       577.220  (meters)    1893.76   (feet)  ADJUSTED  
 JW1115  ___________________________________________________________________
 JW1115  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JW1115  DYNAMIC HT  -         576.839 (meters)    1892.51  (feet)  COMP
 JW1115  MODELED GRAV-     979,948.5   (mgal)                       NAVD 88
 JW1115
 JW1115  VERT ORDER  -  FIRST     CLASS II
 JW1115
 JW1115.The horizontal coordinates were scaled from a topographic map and have
 JW1115.an estimated accuracy of +/- 6 seconds.
 JW1115
 JW1115.The orthometric height was determined by differential leveling
 JW1115.and adjusted by the National Geodetic Survey in June 1991..
 JW1115
 JW1115.The geoid height was determined by GEOID03.
 JW1115
 JW1115.The dynamic height is computed by dividing the NAVD 88
 JW1115.geopotential number by the normal gravity value computed on the
 JW1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1115.degrees latitude (g = 980.6199 gals.).
 JW1115
 JW1115.The modeled gravity was interpolated from observed gravity values.
 JW1115
 JW1115;                    North         East    Units  Estimated Accuracy
 JW1115;SPC WV N     -    92,170.      580,510.      MT  (+/- 180 meters Scaled)
 JW1115
 JW1115                          SUPERSEDED SURVEY CONTROL
 JW1115
 JW1115.No superseded survey control is available for this station.
 JW1115
 JW1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD097541(NAD 83)
 JW1115_MARKER: DB = BENCH MARK DISK
 JW1115_SETTING: 66 = SET IN ROCK OUTCROP
 JW1115_SP_SET: ROCK OUTCROP
 JW1115_STAMPING: N 317 1983
 JW1115_MARK LOGO: NGS   
 JW1115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1115+STABILITY: POSITION/ELEVATION WELL
 JW1115
 JW1115  HISTORY     - Date     Condition        Report By
 JW1115  HISTORY     - 1983     MONUMENTED       NGS
 JW1115
 JW1115                          STATION DESCRIPTION
 JW1115
 JW1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1115'8.9 KM (5.5 MI) SW FROM ROWLESBURG.
 JW1115'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1115'ELEMENTARY SCHOOL IN ROWLESBURG, THENCE 4.0 KM (2.5 MI) WEST ALONG
 JW1115'U.S. HIGHWAY 50 TO THE MARK ON THE LEFT, IN TOP OF THE BASE OF A ROCK
 JW1115'CUT, 6.55 METERS (21.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JW1115'26.21 METERS (86.0 FT) WEST OF THE CENTER OF A TRAIL ROAD LEADING
 JW1115'SOUTH, 23.31 METERS (76.5 FT) WEST OF THE EAST LEG OF A CURVE SIGN.
 JW1115'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 JW1115'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1760 ***********************************************************************
 JX1760  DESIGNATION -  N 319
 JX1760  PID         -  JX1760
 JX1760  STATE/COUNTY-  WV/DODDRIDGE
 JX1760  USGS QUAD   -  SALEM (1976)
 JX1760
 JX1760                         *CURRENT SURVEY CONTROL
 JX1760  ___________________________________________________________________
 JX1760* NAD 83(1986)-  39 17 43.     (N)    080 36 33.     (W)     SCALED    
 JX1760* NAVD 88     -       303.749  (meters)     996.55   (feet)  ADJUSTED  
 JX1760  ___________________________________________________________________
 JX1760  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JX1760  DYNAMIC HT  -         303.559 (meters)     995.93  (feet)  COMP
 JX1760  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 JX1760
 JX1760  VERT ORDER  -  FIRST     CLASS II
 JX1760
 JX1760.The horizontal coordinates were scaled from a topographic map and have
 JX1760.an estimated accuracy of +/- 6 seconds.
 JX1760
 JX1760.The orthometric height was determined by differential leveling
 JX1760.and adjusted by the National Geodetic Survey in June 1991..
 JX1760
 JX1760.The geoid height was determined by GEOID03.
 JX1760
 JX1760.The dynamic height is computed by dividing the NAVD 88
 JX1760.geopotential number by the normal gravity value computed on the
 JX1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1760.degrees latitude (g = 980.6199 gals.).
 JX1760
 JX1760.The modeled gravity was interpolated from observed gravity values.
 JX1760
 JX1760;                    North         East    Units  Estimated Accuracy
 JX1760;SPC WV N     -    88,880.      504,320.      MT  (+/- 180 meters Scaled)
 JX1760
 JX1760                          SUPERSEDED SURVEY CONTROL
 JX1760
 JX1760.No superseded survey control is available for this station.
 JX1760
 JX1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND337496(NAD 83)
 JX1760_MARKER: DB = BENCH MARK DISK
 JX1760_SETTING: 66 = SET IN ROCK OUTCROP
 JX1760_SP_SET: ROCK OUTCROP
 JX1760_STAMPING: N 319 1983
 JX1760_MARK LOGO: NGS   
 JX1760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1760+STABILITY: POSITION/ELEVATION WELL
 JX1760
 JX1760  HISTORY     - Date     Condition        Report By
 JX1760  HISTORY     - 1983     MONUMENTED       NGS
 JX1760
 JX1760                          STATION DESCRIPTION
 JX1760
 JX1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1760'4.0 KM (2.55 MI) WEST FROM SALEM.
 JX1760'4.0 KM (2.55 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1760'HIGHWAY 23 AT THE NORTH EDGE OF SALEM TO THE MARK ON THE RIGHT,
 JX1760'11.89 METERS (39.0 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND
 JX1760'LANE OF THE HIGHWAY.
 JX1760'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 JX1760'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0725 ***********************************************************************
 JW0725  DESIGNATION -  N 32
 JW0725  PID         -  JW0725
 JW0725  STATE/COUNTY-  WV/GRANT
 JW0725  USGS QUAD   -  MOUNT STORM (1981)
 JW0725
 JW0725                         *CURRENT SURVEY CONTROL
 JW0725  ___________________________________________________________________
 JW0725* NAD 83(1986)-  39 16 33.     (N)    079 14 26.     (W)     SCALED    
 JW0725* NAVD 88     -       856.633  (meters)    2810.47   (feet)  ADJUSTED  
 JW0725  ___________________________________________________________________
 JW0725  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JW0725  DYNAMIC HT  -         856.017 (meters)    2808.45  (feet)  COMP
 JW0725  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 JW0725
 JW0725  VERT ORDER  -  SECOND    CLASS 0
 JW0725
 JW0725.The horizontal coordinates were scaled from a topographic map and have
 JW0725.an estimated accuracy of +/- 6 seconds.
 JW0725
 JW0725.The orthometric height was determined by differential leveling
 JW0725.and adjusted by the National Geodetic Survey in June 1991..
 JW0725
 JW0725.The geoid height was determined by GEOID03.
 JW0725
 JW0725.The dynamic height is computed by dividing the NAVD 88
 JW0725.geopotential number by the normal gravity value computed on the
 JW0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0725.degrees latitude (g = 980.6199 gals.).
 JW0725
 JW0725.The modeled gravity was interpolated from observed gravity values.
 JW0725
 JW0725;                    North         East    Units  Estimated Accuracy
 JW0725;SPC WV N     -    86,160.      622,390.      MT  (+/- 180 meters Scaled)
 JW0725
 JW0725                          SUPERSEDED SURVEY CONTROL
 JW0725
 JW0725  NGVD 29 (??/??/92)  856.755  (m)         2810.87   (f) ADJ UNCH    2 0
 JW0725
 JW0725.Superseded values are not recommended for survey control.
 JW0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0725.See file dsdata.txt to determine how the superseded data were derived.
 JW0725
 JW0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD517488(NAD 83)
 JW0725_MARKER: DB = BENCH MARK DISK
 JW0725_SETTING: 80 = SET IN A BOULDER
 JW0725_SP_SET: BOULDER
 JW0725_STAMPING: N 32 1935
 JW0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0725+STABILITY: SURFACE MOTION
 JW0725
 JW0725  HISTORY     - Date     Condition        Report By
 JW0725  HISTORY     - 1935     MONUMENTED       CGS
 JW0725  HISTORY     - 1954     GOOD             NGS
 JW0725
 JW0725                          STATION DESCRIPTION
 JW0725
 JW0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0725'AT MOUNT STORM.
 JW0725'AT MOUNT STORM, GRANT COUNTY, ON STATE HIGHWAY 42, ABOUT 0.1 MILE
 JW0725'SOUTH OF THE JUNCTION WITH U.S. HIGHWAY 50, ON STATE HIGHWAY
 JW0725'DEPARTMENT PROPERTY, 55.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JW0725'OF A BUILDING, 32.8 FEET SOUTH OF THE CENTER OF THE ENTRANCE TO
 JW0725'THE YARD, 21.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1/2
 JW0725'FOOT WEST OF A FENCE, IN THE TOP OF A LARGE FLAT BOULDER, 2.3 FEET
 JW0725'NORTH OF A WHITE WOODEN POST STENCILED U.S.B.M., AND ABOUT FLUSH
 JW0725'WITH THE GROUND.  A STANDARD DISK, STAMPED N 32 1935.
 JW0725
 JW0725                          STATION RECOVERY (1954)
 JW0725
 JW0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1784 ***********************************************************************
 JX1784  DESIGNATION -  N 320
 JX1784  PID         -  JX1784
 JX1784  STATE/COUNTY-  WV/TAYLOR
 JX1784  USGS QUAD   -  GRAFTON (1976)
 JX1784
 JX1784                         *CURRENT SURVEY CONTROL
 JX1784  ___________________________________________________________________
 JX1784* NAD 83(1986)-  39 20 58.     (N)    080 03 11.     (W)     SCALED    
 JX1784* NAVD 88     -       306.985  (meters)    1007.17   (feet)  ADJUSTED  
 JX1784  ___________________________________________________________________
 JX1784  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JX1784  DYNAMIC HT  -         306.792 (meters)    1006.53  (feet)  COMP
 JX1784  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JX1784
 JX1784  VERT ORDER  -  FIRST     CLASS II
 JX1784
 JX1784.The horizontal coordinates were scaled from a topographic map and have
 JX1784.an estimated accuracy of +/- 6 seconds.
 JX1784
 JX1784.The orthometric height was determined by differential leveling
 JX1784.and adjusted by the National Geodetic Survey in June 1991..
 JX1784
 JX1784.The geoid height was determined by GEOID03.
 JX1784
 JX1784.The dynamic height is computed by dividing the NAVD 88
 JX1784.geopotential number by the normal gravity value computed on the
 JX1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1784.degrees latitude (g = 980.6199 gals.).
 JX1784
 JX1784.The modeled gravity was interpolated from observed gravity values.
 JX1784
 JX1784;                    North         East    Units  Estimated Accuracy
 JX1784;SPC WV N     -    94,450.      552,330.      MT  (+/- 180 meters Scaled)
 JX1784
 JX1784                          SUPERSEDED SURVEY CONTROL
 JX1784
 JX1784.No superseded survey control is available for this station.
 JX1784
 JX1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND815559(NAD 83)
 JX1784_MARKER: DB = BENCH MARK DISK
 JX1784_SETTING: 66 = SET IN ROCK OUTCROP
 JX1784_SP_SET: ROCK OUTCROP
 JX1784_STAMPING: N 320 1983
 JX1784_MARK LOGO: NGS   
 JX1784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1784+STABILITY: POSITION/ELEVATION WELL
 JX1784
 JX1784  HISTORY     - Date     Condition        Report By
 JX1784  HISTORY     - 1983     MONUMENTED       NGS
 JX1784
 JX1784                          STATION DESCRIPTION
 JX1784
 JX1784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1784'1.0 KM (0.65 MI) WEST FROM GRAFTON.
 JX1784'1.0 KM (0.65 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE BRIDGE OVER
 JX1784'TYGART RIVER IN GRAFTON TO THE MARK ON THE LEFT, IN A ROCK LEDGE,
 JX1784'10.2 METERS (33.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 JX1784'THE MARK IS 0.60 METERS  NE FROM A WITNESS POST.
 JX1784'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1090 ***********************************************************************
 JW1090  DESIGNATION -  N 322
 JW1090  PID         -  JW1090
 JW1090  STATE/COUNTY-  WV/BARBOUR
 JW1090  USGS QUAD   -  BELINGTON (1976)
 JW1090
 JW1090                         *CURRENT SURVEY CONTROL
 JW1090  ___________________________________________________________________
 JW1090* NAD 83(1986)-  39 07 18.     (N)    079 59 17.     (W)     SCALED    
 JW1090* NAVD 88     -       530.000  (meters)    1738.84   (feet)  ADJUSTED  
 JW1090  ___________________________________________________________________
 JW1090  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JW1090  DYNAMIC HT  -         529.645 (meters)    1737.68  (feet)  COMP
 JW1090  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 JW1090
 JW1090  VERT ORDER  -  FIRST     CLASS II
 JW1090
 JW1090.The horizontal coordinates were scaled from a topographic map and have
 JW1090.an estimated accuracy of +/- 6 seconds.
 JW1090
 JW1090.The orthometric height was determined by differential leveling
 JW1090.and adjusted by the National Geodetic Survey in June 1991..
 JW1090
 JW1090.The geoid height was determined by GEOID03.
 JW1090
 JW1090.The dynamic height is computed by dividing the NAVD 88
 JW1090.geopotential number by the normal gravity value computed on the
 JW1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1090.degrees latitude (g = 980.6199 gals.).
 JW1090
 JW1090.The modeled gravity was interpolated from observed gravity values.
 JW1090
 JW1090;                    North         East    Units  Estimated Accuracy
 JW1090;SPC WV N     -    69,130.      557,800.      MT  (+/- 180 meters Scaled)
 JW1090
 JW1090                          SUPERSEDED SURVEY CONTROL
 JW1090
 JW1090.No superseded survey control is available for this station.
 JW1090
 JW1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND874307(NAD 83)
 JW1090_MARKER: DB = BENCH MARK DISK
 JW1090_SETTING: 66 = SET IN ROCK OUTCROP
 JW1090_SP_SET: ROCK OUTCROP
 JW1090_STAMPING: N 322 1983
 JW1090_MARK LOGO: NGS   
 JW1090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1090+STABILITY: POSITION/ELEVATION WELL
 JW1090
 JW1090  HISTORY     - Date     Condition        Report By
 JW1090  HISTORY     - 1983     MONUMENTED       NGS
 JW1090
 JW1090                          STATION DESCRIPTION
 JW1090
 JW1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1090'5.4 KM (3.35 MI) SOUTH FROM PHILIPPI.
 JW1090'5.4 KM (3.35 MI) SOUTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JW1090'PHILIPPI TO THE MARK ON THE LEFT, SET IN THE LOWER LEDGE AND AT THE
 JW1090'SOUTH END OF A ROCK CUT, 9.14 METERS (30.0 FT) EAST OF THE CENTERLINE
 JW1090'OF THE HIGHWAY, 20.12 METERS (66.0 FT) NORTH OF THE CENTER OF A
 JW1090'DRIVEWAY LEADING TO A HOUSE ABOVE THE MARK, 8.54 METERS (28.0 FT)
 JW1090'NORTH OF THE SOUTH END OF THE ROCK CUT.
 JW1090'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 JW1090'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1717 ***********************************************************************
 JX1717  DESIGNATION -  N 323
 JX1717  PID         -  JX1717
 JX1717  STATE/COUNTY-  WV/WOOD
 JX1717  USGS QUAD   -  VALLEY MILLS (1994)
 JX1717
 JX1717                         *CURRENT SURVEY CONTROL
 JX1717  ___________________________________________________________________
 JX1717* NAD 83(1986)-  39 18 51.     (N)    081 28 37.     (W)     SCALED    
 JX1717* NAVD 88     -       258.240  (meters)     847.24   (feet)  ADJUSTED  
 JX1717  ___________________________________________________________________
 JX1717  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX1717  DYNAMIC HT  -         258.080 (meters)     846.72  (feet)  COMP
 JX1717  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 JX1717
 JX1717  VERT ORDER  -  FIRST     CLASS II
 JX1717
 JX1717.The horizontal coordinates were scaled from a topographic map and have
 JX1717.an estimated accuracy of +/- 6 seconds.
 JX1717
 JX1717.The orthometric height was determined by differential leveling
 JX1717.and adjusted by the National Geodetic Survey in June 1991..
 JX1717
 JX1717.The geoid height was determined by GEOID03.
 JX1717
 JX1717.The dynamic height is computed by dividing the NAVD 88
 JX1717.geopotential number by the normal gravity value computed on the
 JX1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1717.degrees latitude (g = 980.6199 gals.).
 JX1717
 JX1717.The modeled gravity was interpolated from observed gravity values.
 JX1717
 JX1717;                    North         East    Units  Estimated Accuracy
 JX1717;SPC WV N     -    92,260.      429,530.      MT  (+/- 180 meters Scaled)
 JX1717
 JX1717                          SUPERSEDED SURVEY CONTROL
 JX1717
 JX1717.No superseded survey control is available for this station.
 JX1717
 JX1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD588517(NAD 83)
 JX1717_MARKER: DB = BENCH MARK DISK
 JX1717_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1717_SP_SET: ABUTMENT
 JX1717_STAMPING: N 323 1983
 JX1717_MARK LOGO: NGS   
 JX1717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1717+STABILITY: POSITION/ELEVATION WELL
 JX1717
 JX1717  HISTORY     - Date     Condition        Report By
 JX1717  HISTORY     - 1983     MONUMENTED       NGS
 JX1717
 JX1717                          STATION DESCRIPTION
 JX1717
 JX1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1717'9.5 KM (5.9 MI) SW FROM WAVERLY.
 JX1717'0.1 KM (0.05 MI) SOUTH ALONG WAVERLY STREET FROM THE POST OFFICE IN
 JX1717'WAVERLY, THENCE 9.4 KM (5.85 MI) SOUTHWEST ALONG STATE HIGHWAY 2 TO
 JX1717'THE MARK ON THE RIGHT, IN TOP OF THE NORTHEAST WALKWAY (ALSO ABUTMENT)
 JX1717'OF THE HIGHWAY OVERPASS BRIDGE FOR INTERSTATE HIGHWAY 77, ALSO 7.2 KM
 JX1717'(4.45 MI) NORTHEAST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF STATE
 JX1717'HIGHWAY 14 (EMERSON AVENUE) IN PARKERSBURG, NOTE--STATE HIGHWAY 68
 JX1717'ENDS AT I-77 AND BECOMES STATE HIGHWAY 2, 4.81 METERS (15.8 FT) NORTH
 JX1717'OF THE CENTERLINE OF THE HIGHWAY, 0.73 METER (2.4 FT) SOUTHWEST OF THE
 JX1717'NORTHEAST END OF THE BRIDGE, 0.21 METER (0.7 FT) SOUTH OF THE SOUTH
 JX1717'FACE OF THE CONCRETE BRIDGE RAILING.
 JX1717'THE MARK IS 0.23 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2793 ***********************************************************************
 HX2793  DESIGNATION -  N 324
 HX2793  PID         -  HX2793
 HX2793  STATE/COUNTY-  WV/RANDOLPH
 HX2793  USGS QUAD   -  ADOLPH (1995)
 HX2793
 HX2793                         *CURRENT SURVEY CONTROL
 HX2793  ___________________________________________________________________
 HX2793* NAD 83(1986)-  38 40 58.     (N)    080 00 22.     (W)     SCALED    
 HX2793* NAVD 88     -       632.274  (meters)    2074.39   (feet)  ADJUSTED  
 HX2793  ___________________________________________________________________
 HX2793  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HX2793  DYNAMIC HT  -         631.805 (meters)    2072.85  (feet)  COMP
 HX2793  MODELED GRAV-     979,866.0   (mgal)                       NAVD 88
 HX2793
 HX2793  VERT ORDER  -  FIRST     CLASS II
 HX2793
 HX2793.The horizontal coordinates were scaled from a topographic map and have
 HX2793.an estimated accuracy of +/- 6 seconds.
 HX2793
 HX2793.The orthometric height was determined by differential leveling
 HX2793.and adjusted by the National Geodetic Survey in June 1991..
 HX2793
 HX2793.The geoid height was determined by GEOID03.
 HX2793
 HX2793.The dynamic height is computed by dividing the NAVD 88
 HX2793.geopotential number by the normal gravity value computed on the
 HX2793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2793.degrees latitude (g = 980.6199 gals.).
 HX2793
 HX2793.The modeled gravity was interpolated from observed gravity values.
 HX2793
 HX2793;                    North         East    Units  Estimated Accuracy
 HX2793;SPC WV S     -   187,240.      686,480.      MT  (+/- 180 meters Scaled)
 HX2793
 HX2793                          SUPERSEDED SURVEY CONTROL
 HX2793
 HX2793.No superseded survey control is available for this station.
 HX2793
 HX2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC864820(NAD 83)
 HX2793_MARKER: DB = BENCH MARK DISK
 HX2793_SETTING: 66 = SET IN ROCK OUTCROP
 HX2793_SP_SET: ROCK OUTCROP
 HX2793_STAMPING: N 324 1983
 HX2793_MARK LOGO: NGS   
 HX2793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2793+STABILITY: POSITION/ELEVATION WELL
 HX2793
 HX2793  HISTORY     - Date     Condition        Report By
 HX2793  HISTORY     - 1983     MONUMENTED       NGS
 HX2793
 HX2793                          STATION DESCRIPTION
 HX2793
 HX2793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2793'4.1 KM (2.55 MI) SW FROM HUTTONSVILLE.
 HX2793'4.1 KM (2.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 HX2793'U.S. HIGHWAY 250 IN HUTTONSVILLE TO THE MARK ON THE RIGHT, SET
 HX2793'VERTICALLY IN A LOWER LEDGE AND ABOUT CENTERED OF A ROCK CUT,
 HX2793'4.57 METERS (15.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 HX2793'23.47 METERS (77.0 FT) SOUTH OF THE SOUTHWEST CORNER OF A SMALL BRIDGE
 HX2793'OVER RAFE RUN.
 HX2793'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3192 ***********************************************************************
 GX3192  DESIGNATION -  N 325
 GX3192  PID         -  GX3192
 GX3192  STATE/COUNTY-  WV/GREENBRIER
 GX3192  USGS QUAD   -  LEWISBURG (1979)
 GX3192
 GX3192                         *CURRENT SURVEY CONTROL
 GX3192  ___________________________________________________________________
 GX3192* NAD 83(1986)-  37 45 53.     (N)    080 28 00.     (W)     SCALED    
 GX3192* NAVD 88     -       650.398  (meters)    2133.85   (feet)  ADJUSTED  
 GX3192  ___________________________________________________________________
 GX3192  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GX3192  DYNAMIC HT  -         649.865 (meters)    2132.10  (feet)  COMP
 GX3192  MODELED GRAV-     979,788.4   (mgal)                       NAVD 88
 GX3192
 GX3192  VERT ORDER  -  FIRST     CLASS II
 GX3192
 GX3192.The horizontal coordinates were scaled from a topographic map and have
 GX3192.an estimated accuracy of +/- 6 seconds.
 GX3192
 GX3192.The orthometric height was determined by differential leveling
 GX3192.and adjusted by the National Geodetic Survey in June 1991..
 GX3192
 GX3192.The geoid height was determined by GEOID03.
 GX3192
 GX3192.The dynamic height is computed by dividing the NAVD 88
 GX3192.geopotential number by the normal gravity value computed on the
 GX3192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3192.degrees latitude (g = 980.6199 gals.).
 GX3192
 GX3192.The modeled gravity was interpolated from observed gravity values.
 GX3192
 GX3192;                    North         East    Units  Estimated Accuracy
 GX3192;SPC WV S     -    85,010.      646,990.      MT  (+/- 180 meters Scaled)
 GX3192
 GX3192                          SUPERSEDED SURVEY CONTROL
 GX3192
 GX3192.No superseded survey control is available for this station.
 GX3192
 GX3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB469798(NAD 83)
 GX3192_MARKER: DB = BENCH MARK DISK
 GX3192_SETTING: 66 = SET IN ROCK OUTCROP
 GX3192_SP_SET: ROCK OUTCROP
 GX3192_STAMPING: N 325 1984
 GX3192_MARK LOGO: NGS   
 GX3192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3192+STABILITY: POSITION/ELEVATION WELL
 GX3192
 GX3192  HISTORY     - Date     Condition        Report By
 GX3192  HISTORY     - 1984     MONUMENTED       NGS
 GX3192
 GX3192                          STATION DESCRIPTION
 GX3192
 GX3192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3192'2.2 KM (1.35 MI) NORTH FROM RONCEVERTE.
 GX3192'2.2 KM (1.35 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE CITY HALL IN
 GX3192'RONCEVERTE TO THE MARK ON THE LEFT, IN TOP OF THE NORTH END OF A ROCK
 GX3192'CUT, 6.71 METERS (22.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 GX3192'6.46 METERS (21.2 FT) SOUTHEAST OF UTILITY POLE 9086 21, 1.98 METERS
 GX3192'(6.5 FT) SOUTH OF THE NORTH END OF THE ROCK CUT.
 GX3192'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1223 ***********************************************************************
 JW1223  DESIGNATION -  N 326
 JW1223  PID         -  JW1223
 JW1223  STATE/COUNTY-  WV/MORGAN
 JW1223  USGS QUAD   -  BIG POOL (1998)
 JW1223
 JW1223                         *CURRENT SURVEY CONTROL
 JW1223  ___________________________________________________________________
 JW1223* NAD 83(1986)-  39 35 58.     (N)    078 04 03.     (W)     SCALED    
 JW1223* NAVD 88     -       150.389  (meters)     493.40   (feet)  ADJUSTED  
 JW1223  ___________________________________________________________________
 JW1223  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JW1223  DYNAMIC HT  -         150.300 (meters)     493.11  (feet)  COMP
 JW1223  MODELED GRAV-     980,031.9   (mgal)                       NAVD 88
 JW1223
 JW1223  VERT ORDER  -  FIRST     CLASS II
 JW1223
 JW1223.The horizontal coordinates were scaled from a topographic map and have
 JW1223.an estimated accuracy of +/- 6 seconds.
 JW1223
 JW1223.The orthometric height was determined by differential leveling
 JW1223.and adjusted by the National Geodetic Survey in June 1991..
 JW1223
 JW1223.The geoid height was determined by GEOID03.
 JW1223
 JW1223.The dynamic height is computed by dividing the NAVD 88
 JW1223.geopotential number by the normal gravity value computed on the
 JW1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1223.degrees latitude (g = 980.6199 gals.).
 JW1223
 JW1223.The modeled gravity was interpolated from observed gravity values.
 JW1223
 JW1223;                    North         East    Units  Estimated Accuracy
 JW1223;SPC WV N     -   123,040.      723,030.      MT  (+/- 180 meters Scaled)
 JW1223
 JW1223                          SUPERSEDED SURVEY CONTROL
 JW1223
 JW1223.No superseded survey control is available for this station.
 JW1223
 JW1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD517874(NAD 83)
 JW1223_MARKER: I = METAL ROD
 JW1223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1223_SP_SET: STAINLESS STEEL ROD
 JW1223_STAMPING: N 326 1983
 JW1223_MARK LOGO: NGS   
 JW1223_PROJECTION: FLUSH
 JW1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1223_ROD/PIPE-DEPTH: 4.9  meters
 JW1223
 JW1223  HISTORY     - Date     Condition        Report By
 JW1223  HISTORY     - 1983     MONUMENTED       NGS
 JW1223
 JW1223                          STATION DESCRIPTION
 JW1223
 JW1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1223'10.5 KM (6.55 MI) WNW FROM HEDGESVILLE.
 JW1223'10.5 KM (6.55 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 9 FROM THE POST
 JW1223'OFFICE IN HEDGESVILLE TO THE MARK ON THE RIGHT, AT THE BERKELEY COUNTY
 JW1223'LINE, 6.10 METERS (20.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 JW1223'6.70 METERS (22.0 FT) SOUTH OF THE WEST METAL LEG OF THE MORGAN COUNTY
 JW1223'LINE SIGN, 1.82 METERS (6.0 FT) NORTH OF A COMMEMORATIVE PLAQUE
 JW1223'(BERKELEY COUNTY), 0.50 METER (1.6 FT) NORTH OF A 1.1 METER (3.5 FT)
 JW1223'HIGH CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 JW1223'THE MARK IS 0.54 METERS  W FROM A WITNESS POST.
 JW1223'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4110 ***********************************************************************
 JV4110  DESIGNATION -  N 327
 JV4110  PID         -  JV4110
 JV4110  STATE/COUNTY-  WV/BERKELEY
 JV4110  USGS QUAD   -  MARTINSBURG (1979)
 JV4110
 JV4110                         *CURRENT SURVEY CONTROL
 JV4110  ___________________________________________________________________
 JV4110* NAD 83(1986)-  39 25 54.     (N)    077 57 21.     (W)     SCALED    
 JV4110* NAVD 88     -       162.666  (meters)     533.68   (feet)  ADJUSTED  
 JV4110  ___________________________________________________________________
 JV4110  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JV4110  DYNAMIC HT  -         162.568 (meters)     533.36  (feet)  COMP
 JV4110  MODELED GRAV-     980,021.1   (mgal)                       NAVD 88
 JV4110
 JV4110  VERT ORDER  -  FIRST     CLASS II
 JV4110
 JV4110.The horizontal coordinates were scaled from a topographic map and have
 JV4110.an estimated accuracy of +/- 6 seconds.
 JV4110
 JV4110.The orthometric height was determined by differential leveling
 JV4110.and adjusted by the National Geodetic Survey in June 1991..
 JV4110
 JV4110.The geoid height was determined by GEOID03.
 JV4110
 JV4110.The dynamic height is computed by dividing the NAVD 88
 JV4110.geopotential number by the normal gravity value computed on the
 JV4110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4110.degrees latitude (g = 980.6199 gals.).
 JV4110
 JV4110.The modeled gravity was interpolated from observed gravity values.
 JV4110
 JV4110;                    North         East    Units  Estimated Accuracy
 JV4110;SPC WV N     -   104,570.      732,940.      MT  (+/- 180 meters Scaled)
 JV4110
 JV4110                          SUPERSEDED SURVEY CONTROL
 JV4110
 JV4110.No superseded survey control is available for this station.
 JV4110
 JV4110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ455688(NAD 83)
 JV4110_MARKER: I = METAL ROD
 JV4110_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV4110_SP_SET: STAINLESS STEEL ROD
 JV4110_STAMPING: N 327 1983
 JV4110_MARK LOGO: NGS   
 JV4110_PROJECTION: FLUSH
 JV4110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV4110_ROD/PIPE-DEPTH: 3.7  meters
 JV4110
 JV4110  HISTORY     - Date     Condition        Report By
 JV4110  HISTORY     - 1983     MONUMENTED       NGS
 JV4110
 JV4110                          STATION DESCRIPTION
 JV4110
 JV4110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4110'3.9 KM (2.4 MI) SSE FROM MARTINSBURG.
 JV4110'3.9 KM (2.4 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE
 JV4110'COURTHOUSE IN MARTINSBURG TO THE MARK ON THE RIGHT, AT THE NORTH
 JV4110'CORNER OF A WOODEN FENCE AROUND THE PROPERTY OF A 2-STORY FRAME HOUSE,
 JV4110'8.53 METERS (28.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JV4110'4.90 METERS (16.0 FT) SOUTHEAST OF A GRAVEL DRIVEWAY OF THE HOUSE,
 JV4110'4.72 METERS (15.5 FT) WEST-NORTHWEST OF POWER POLE 2017, 0.40 METER
 JV4110'(1.3 FT) NORTHEAST OF THE NORTH CORNER POST OF THE FENCE.
 JV4110'THE MARK IS 0.40 METERS  NE FROM A WITNESS POST.
 JV4110'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3215 ***********************************************************************
 GX3215  DESIGNATION -  N 328
 GX3215  PID         -  GX3215
 GX3215  STATE/COUNTY-  WV/SUMMERS
 GX3215  USGS QUAD   -  TALCOTT (1968)
 GX3215
 GX3215                         *CURRENT SURVEY CONTROL
 GX3215  ___________________________________________________________________
 GX3215* NAD 83(1986)-  37 38 04.     (N)    080 48 17.     (W)     SCALED    
 GX3215* NAVD 88     -       430.966  (meters)    1413.93   (feet)  ADJUSTED  
 GX3215  ___________________________________________________________________
 GX3215  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX3215  DYNAMIC HT  -         430.607 (meters)    1412.75  (feet)  COMP
 GX3215  MODELED GRAV-     979,784.9   (mgal)                       NAVD 88
 GX3215
 GX3215  VERT ORDER  -  FIRST     CLASS II
 GX3215
 GX3215.The horizontal coordinates were scaled from a topographic map and have
 GX3215.an estimated accuracy of +/- 6 seconds.
 GX3215
 GX3215.The orthometric height was determined by differential leveling
 GX3215.and adjusted by the National Geodetic Survey in June 1991..
 GX3215
 GX3215.The geoid height was determined by GEOID03.
 GX3215
 GX3215.The dynamic height is computed by dividing the NAVD 88
 GX3215.geopotential number by the normal gravity value computed on the
 GX3215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3215.degrees latitude (g = 980.6199 gals.).
 GX3215
 GX3215.The modeled gravity was interpolated from observed gravity values.
 GX3215
 GX3215;                    North         East    Units  Estimated Accuracy
 GX3215;SPC WV S     -    70,430.      617,240.      MT  (+/- 180 meters Scaled)
 GX3215
 GX3215                          SUPERSEDED SURVEY CONTROL
 GX3215
 GX3215.No superseded survey control is available for this station.
 GX3215
 GX3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB172652(NAD 83)
 GX3215_MARKER: DB = BENCH MARK DISK
 GX3215_SETTING: 66 = SET IN ROCK OUTCROP
 GX3215_SP_SET: ROCK OUTCROP
 GX3215_STAMPING: N 328 1984
 GX3215_MARK LOGO: NGS   
 GX3215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3215+STABILITY: POSITION/ELEVATION WELL
 GX3215
 GX3215  HISTORY     - Date     Condition        Report By
 GX3215  HISTORY     - 1984     MONUMENTED       NGS
 GX3215  HISTORY     - 1984     GOOD             NGS
 GX3215
 GX3215                          STATION DESCRIPTION
 GX3215
 GX3215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3215'6.8 KM (4.25 MI) WEST FROM TALCOTT.
 GX3215'0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 GX3215'TALCOTT, THENCE 5.9 KM (3.65 MI) WEST ALONG STATE HIGHWAY 12, TO THE
 GX3215'JUNCTION OF STATE HIGHWAY 3 NORTH, THENCE 0.6 KM (0.35 MI) SOUTH ALONG
 GX3215'STATE HIGHWAY 12 TO THE MARK ON THE RIGHT, SET VERTICALLY NEAR THE
 GX3215'SOUTH END OF A ROCK CUT, 6.10 METERS (20.0 FT) WEST OF THE CENTERLINE
 GX3215'OF THE HIGHWAY, 16.92 METERS (55.5 FT) NORTH OF THE SOUTH END OF THE
 GX3215'CUT, 12.80 METERS (42.0 FT) NORTH OF THE CENTER OF A SMALL STREAM BED
 GX3215'OF A SMALL WATER FALL.
 GX3215'THE MARK IS 0.8 M ABOVE HIGHWAY.
 GX3215
 GX3215                          STATION RECOVERY (1984)
 GX3215
 GX3215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX3215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0172 ***********************************************************************
 JX0172  DESIGNATION -  N 33
 JX0172  PID         -  JX0172
 JX0172  STATE/COUNTY-  WV/MARION
 JX0172  USGS QUAD   -  FAIRMONT WEST (1976)
 JX0172
 JX0172                         *CURRENT SURVEY CONTROL
 JX0172  ___________________________________________________________________
 JX0172* NAD 83(1986)-  39 24 35.     (N)    080 07 36.     (W)     SCALED    
 JX0172* NAVD 88     -       273.416  (meters)     897.03   (feet)  POSTED    
 JX0172  ___________________________________________________________________
 JX0172  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JX0172  DYNAMIC HT  -         273.240 (meters)     896.45  (feet)  COMP
 JX0172  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 JX0172
 JX0172  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0172
 JX0172.The horizontal coordinates were scaled from a topographic map and have
 JX0172.an estimated accuracy of +/- 6 seconds.
 JX0172
 JX0172.The orthometric height was determined by differential leveling
 JX0172.and adjusted by the National Geodetic Survey in 1992..
 JX0172.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0172.rate of 0.0 thru 1.0 mm/km.
 JX0172
 JX0172.The geoid height was determined by GEOID03.
 JX0172
 JX0172.The dynamic height is computed by dividing the NAVD 88
 JX0172.geopotential number by the normal gravity value computed on the
 JX0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0172.degrees latitude (g = 980.6199 gals.).
 JX0172
 JX0172.The modeled gravity was interpolated from observed gravity values.
 JX0172
 JX0172;                    North         East    Units  Estimated Accuracy
 JX0172;SPC WV N     -   101,180.      546,030.      MT  (+/- 180 meters Scaled)
 JX0172
 JX0172                          SUPERSEDED SURVEY CONTROL
 JX0172
 JX0172  NGVD 29 (??/??/92)  273.596  (m)          897.62   (f) ADJ UNCH    1 2
 JX0172
 JX0172.Superseded values are not recommended for survey control.
 JX0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0172.See file dsdata.txt to determine how the superseded data were derived.
 JX0172
 JX0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND751626(NAD 83)
 JX0172_MARKER: DB = BENCH MARK DISK
 JX0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0172_SP_SET: BRIDGE
 JX0172_STAMPING: N 33 1935
 JX0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0172
 JX0172  HISTORY     - Date     Condition        Report By
 JX0172  HISTORY     - 1935     MONUMENTED       CGS
 JX0172  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0172
 JX0172                          STATION DESCRIPTION
 JX0172
 JX0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0172'2.9 MI SE FROM COLFAX.
 JX0172'2.9 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0172'THE STATION AT COLFAX, MARION COUNTY, 15 POLES NORTH OF THE STATION
 JX0172'AT POWELL, 25 FEET NORTH OF POLE 291+20, AT STONE ARCH BRIDGE 108,
 JX0172'IN THE TOP OF THE SECOND STEP OF THE EAST WINGWALL OF THE SOUTH
 JX0172'ABUTMENT, 13 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, AND 4
 JX0172'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED N 33 1935.
 JX0172
 JX0172                          STATION RECOVERY (1983)
 JX0172
 JX0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0172'NOT RECOVERED, THE MARK IS INACCESSIBLE TO THE NEW LEVEL LINE AND WAS
 JX0172'NOT SEARCHED FOR IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2819 ***********************************************************************
 HX2819  DESIGNATION -  N 330
 HX2819  PID         -  HX2819
 HX2819  STATE/COUNTY-  WV/MASON
 HX2819  USGS QUAD   -  MOUNT ALTO (1994)
 HX2819
 HX2819                         *CURRENT SURVEY CONTROL
 HX2819  ___________________________________________________________________
 HX2819* NAD 83(1986)-  38 51 53.     (N)    081 54 14.     (W)     SCALED    
 HX2819* NAVD 88     -       268.535  (meters)     881.02   (feet)  ADJUSTED  
 HX2819  ___________________________________________________________________
 HX2819  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HX2819  DYNAMIC HT  -         268.362 (meters)     880.45  (feet)  COMP
 HX2819  MODELED GRAV-     979,979.7   (mgal)                       NAVD 88
 HX2819
 HX2819  VERT ORDER  -  FIRST     CLASS II
 HX2819
 HX2819.The horizontal coordinates were scaled from a topographic map and have
 HX2819.an estimated accuracy of +/- 6 seconds.
 HX2819
 HX2819.The orthometric height was determined by differential leveling
 HX2819.and adjusted by the National Geodetic Survey in June 1991..
 HX2819
 HX2819.The geoid height was determined by GEOID03.
 HX2819
 HX2819.The dynamic height is computed by dividing the NAVD 88
 HX2819.geopotential number by the normal gravity value computed on the
 HX2819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2819.degrees latitude (g = 980.6199 gals.).
 HX2819
 HX2819.The modeled gravity was interpolated from observed gravity values.
 HX2819
 HX2819;                    North         East    Units  Estimated Accuracy
 HX2819;SPC WV S     -   207,350.      521,550.      MT  (+/- 180 meters Scaled)
 HX2819
 HX2819                          SUPERSEDED SURVEY CONTROL
 HX2819
 HX2819.No superseded survey control is available for this station.
 HX2819
 HX2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD215021(NAD 83)
 HX2819_MARKER: I = METAL ROD
 HX2819_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HX2819_SP_SET: STAINLESS STEEL ROD
 HX2819_STAMPING: N 330 1984
 HX2819_MARK LOGO: NGS   
 HX2819_PROJECTION: FLUSH
 HX2819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2819_ROD/PIPE-DEPTH: 3.4  meters
 HX2819
 HX2819  HISTORY     - Date     Condition        Report By
 HX2819  HISTORY     - 1984     MONUMENTED       NGS
 HX2819
 HX2819                          STATION DESCRIPTION
 HX2819
 HX2819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2819'1.9 KM (1.2 MI) WEST FROM MOUNT ALTO.
 HX2819'1.9 KM (1.2 MI) WEST ALONG U.S. HIGHWAY 33 FROM THE JUNCTION OF STATE
 HX2819'HIGHWAY 2 IN MOUNT ALTO TO THE MARK ON THE RIGHT, AT THE MASON AND
 HX2819'JACKSON COUNTY LINE, ON THE EAST SIDE OF A COMMERATIVE PLAQUE FOR
 HX2819'MASON COUNTY, 6.40 METERS (21.0 FT) NORTH OF THE CENTERLINE OF THE
 HX2819'HIGHWAY, 7.22 METERS (23.7 FT) WEST OF THE SOUTH METAL LEG OF THE SIGN
 HX2819'(MASON COUNTY), 0.61 METER (2.0 FT) EAST OF THE METAL PIPE SUPPORTING
 HX2819'THE COMMERATIVE PLAQUE FOR MASON COUNTY.
 HX2819'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 HX2819'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2821 ***********************************************************************
 HX2821  DESIGNATION -  N 331
 HX2821  PID         -  HX2821
 HX2821  STATE/COUNTY-  WV/JACKSON
 HX2821  USGS QUAD   -  RAVENSWOOD (1994)
 HX2821
 HX2821                         *CURRENT SURVEY CONTROL
 HX2821  ___________________________________________________________________
 HX2821* NAD 83(1986)-  38 52 41.     (N)    081 52 21.     (W)     SCALED    
 HX2821* NAVD 88     -       177.536  (meters)     582.47   (feet)  ADJUSTED  
 HX2821  ___________________________________________________________________
 HX2821  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HX2821  DYNAMIC HT  -         177.421 (meters)     582.09  (feet)  COMP
 HX2821  MODELED GRAV-     979,980.2   (mgal)                       NAVD 88
 HX2821
 HX2821  VERT ORDER  -  FIRST     CLASS II
 HX2821
 HX2821.The horizontal coordinates were scaled from a topographic map and have
 HX2821.an estimated accuracy of +/- 6 seconds.
 HX2821
 HX2821.The orthometric height was determined by differential leveling
 HX2821.and adjusted by the National Geodetic Survey in June 1991..
 HX2821
 HX2821.The geoid height was determined by GEOID03.
 HX2821
 HX2821.The dynamic height is computed by dividing the NAVD 88
 HX2821.geopotential number by the normal gravity value computed on the
 HX2821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2821.degrees latitude (g = 980.6199 gals.).
 HX2821
 HX2821.The modeled gravity was interpolated from observed gravity values.
 HX2821
 HX2821;                    North         East    Units  Estimated Accuracy
 HX2821;SPC WV S     -   208,810.      524,290.      MT  (+/- 180 meters Scaled)
 HX2821
 HX2821                          SUPERSEDED SURVEY CONTROL
 HX2821
 HX2821.No superseded survey control is available for this station.
 HX2821
 HX2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD243036(NAD 83)
 HX2821_MARKER: DB = BENCH MARK DISK
 HX2821_SETTING: 66 = SET IN ROCK OUTCROP
 HX2821_SP_SET: ROCK OUTCROP
 HX2821_STAMPING: N 331 1984
 HX2821_MARK LOGO: NGS   
 HX2821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2821+STABILITY: POSITION/ELEVATION WELL
 HX2821
 HX2821  HISTORY     - Date     Condition        Report By
 HX2821  HISTORY     - 1984     MONUMENTED       NGS
 HX2821
 HX2821                          STATION DESCRIPTION
 HX2821
 HX2821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2821'1.9 KM (1.2 MI) NE FROM MOUNT ALTO.
 HX2821'1.9 KM (1.2 MI) NORTHEAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 HX2821'U.S. HIGHWAY 33 IN MOUNT ALTO TO THE MARK ON THE RIGHT, NEAR THE BASE
 HX2821'OF A ROCK CUT, 11.27 METERS (37.0 FT) SOUTHEAST OF THE CENTERLINE OF
 HX2821'THE HIGHWAY, 32.0 METERS (105.0 FT) SOUTHWEST OF THE SOUTHWEST END OF
 HX2821'THE SOUTHEAST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 8.22 METERS
 HX2821'(27.0 FT) EAST OF TELEPHONE POLE 186-244.
 HX2821'THE MARK IS 1.46 METERS  SE FROM A WITNESS POST.
 HX2821'THE MARK IS 0.76 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1768 ***********************************************************************
 JW1768  DESIGNATION -  N 334
 JW1768  PID         -  JW1768
 JW1768  STATE/COUNTY-  WV/PRESTON
 JW1768  USGS QUAD   -  BRUCETON MILLS (1976)
 JW1768
 JW1768                         *CURRENT SURVEY CONTROL
 JW1768  ___________________________________________________________________
 JW1768* NAD 83(1986)-  39 39 36.     (N)    079 39 43.     (W)     SCALED    
 JW1768* NAVD 88     -       517.279  (meters)    1697.11   (feet)  ADJUSTED  
 JW1768  ___________________________________________________________________
 JW1768  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JW1768  DYNAMIC HT  -         516.961 (meters)    1696.06  (feet)  COMP
 JW1768  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 JW1768
 JW1768  VERT ORDER  -  FIRST     CLASS II
 JW1768
 JW1768.The horizontal coordinates were scaled from a topographic map and have
 JW1768.an estimated accuracy of +/- 6 seconds.
 JW1768
 JW1768.The orthometric height was determined by differential leveling
 JW1768.and adjusted by the National Geodetic Survey in April 1995..
 JW1768
 JW1768.The geoid height was determined by GEOID03.
 JW1768
 JW1768.The dynamic height is computed by dividing the NAVD 88
 JW1768.geopotential number by the normal gravity value computed on the
 JW1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1768.degrees latitude (g = 980.6199 gals.).
 JW1768
 JW1768.The modeled gravity was interpolated from observed gravity values.
 JW1768
 JW1768;                    North         East    Units  Estimated Accuracy
 JW1768;SPC WV N     -   128,790.      586,100.      MT  (+/- 180 meters Scaled)
 JW1768
 JW1768                          SUPERSEDED SURVEY CONTROL
 JW1768
 JW1768.No superseded survey control is available for this station.
 JW1768
 JW1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD147908(NAD 83)
 JW1768_MARKER: DV = VERTICAL CONTROL DISK
 JW1768_SETTING: 66 = SET IN ROCK OUTCROP
 JW1768_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1768_STAMPING: N 334 1993
 JW1768_MARK LOGO: NGS   
 JW1768_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1768+STABILITY: POSITION/ELEVATION WELL
 JW1768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1768+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1768
 JW1768  HISTORY     - Date     Condition        Report By
 JW1768  HISTORY     - 1993     MONUMENTED       NGS
 JW1768
 JW1768                          STATION DESCRIPTION
 JW1768
 JW1768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1768'22.7 KM (14.10 MI) WESTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1768'JUNCTION OF STATE HIGHWAY 42 IN FRIENDSVILLE, MARYLAND (EXIT 4), NEAR
 JW1768'THE CENTER OF A 3 BY 7-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 JW1768'18.5 M (60.7 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES
 JW1768'OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND
 JW1768'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0867 ***********************************************************************
 JX0867  DESIGNATION -  N 34
 JX0867  PID         -  JX0867
 JX0867  STATE/COUNTY-  WV/PLEASANTS
 JX0867  USGS QUAD   -  BENS RUN (1994)
 JX0867
 JX0867                         *CURRENT SURVEY CONTROL
 JX0867  ___________________________________________________________________
 JX0867* NAD 83(1986)-  39 27 59.     (N)    081 06 30.     (W)     SCALED    
 JX0867* NAVD 88     -       189.762  (meters)     622.58   (feet)  POSTED    
 JX0867  ___________________________________________________________________
 JX0867  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JX0867  DYNAMIC HT  -         189.650 (meters)     622.21  (feet)  COMP
 JX0867  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 JX0867
 JX0867  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0867
 JX0867.The horizontal coordinates were scaled from a topographic map and have
 JX0867.an estimated accuracy of +/- 6 seconds.
 JX0867
 JX0867.The orthometric height was determined by differential leveling
 JX0867.and adjusted by the National Geodetic Survey in 1992..
 JX0867.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0867.rate of 0.0 thru 1.0 mm/km.
 JX0867
 JX0867.The geoid height was determined by GEOID03.
 JX0867
 JX0867.The dynamic height is computed by dividing the NAVD 88
 JX0867.geopotential number by the normal gravity value computed on the
 JX0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0867.degrees latitude (g = 980.6199 gals.).
 JX0867
 JX0867.The modeled gravity was interpolated from observed gravity values.
 JX0867
 JX0867;                    North         East    Units  Estimated Accuracy
 JX0867;SPC WV N     -   108,520.      461,610.      MT  (+/- 180 meters Scaled)
 JX0867
 JX0867                          SUPERSEDED SURVEY CONTROL
 JX0867
 JX0867  NGVD 29 (??/??/92)  189.92   (m)          623.1    (f) COMPUTED    2 0
 JX0867
 JX0867.Superseded values are not recommended for survey control.
 JX0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0867.See file dsdata.txt to determine how the superseded data were derived.
 JX0867
 JX0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD906685(NAD 83)
 JX0867_MARKER: DB = BENCH MARK DISK
 JX0867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0867_SP_SET: SIGNAL TOWER
 JX0867_STAMPING: N-34 1934
 JX0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0867
 JX0867  HISTORY     - Date     Condition        Report By
 JX0867  HISTORY     - 1934     MONUMENTED       CGS
 JX0867
 JX0867                          STATION DESCRIPTION
 JX0867
 JX0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX0867'AT BENS RUN.
 JX0867'ON THE BALTIMORE AND OHIO RAILROAD, ON TOP OF AND AT THE NORTHEAST
 JX0867'CORNER OF AN ABANDONED CONCRETE SIGNAL TOWER, 17.7 FEET SOUTHEAST
 JX0867'OF THE NORTHEAST CORNER OF THE BENS RUN STATION, 9.0 FEET WEST
 JX0867'OF THE WEST RAIL, 1 FOOT ABOVE THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0271 ***********************************************************************
 GY0271  DESIGNATION -  N 34
 GY0271  PID         -  GY0271
 GY0271  STATE/COUNTY-  WV/MINGO
 GY0271  USGS QUAD   -  DELBARTON (1976)
 GY0271
 GY0271                         *CURRENT SURVEY CONTROL
 GY0271  ___________________________________________________________________
 GY0271* NAD 83(1986)-  37 39 47.     (N)    082 09 26.     (W)     SCALED    
 GY0271* NAVD 88     -       264.118  (meters)     866.53   (feet)  ADJUSTED  
 GY0271  ___________________________________________________________________
 GY0271  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GY0271  DYNAMIC HT  -         263.922 (meters)     865.88  (feet)  COMP
 GY0271  MODELED GRAV-     979,879.9   (mgal)                       NAVD 88
 GY0271
 GY0271  VERT ORDER  -  SECOND    CLASS 0
 GY0271
 GY0271.The horizontal coordinates were scaled from a topographic map and have
 GY0271.an estimated accuracy of +/- 6 seconds.
 GY0271
 GY0271.The orthometric height was determined by differential leveling
 GY0271.and adjusted by the National Geodetic Survey in June 1991..
 GY0271
 GY0271.The geoid height was determined by GEOID03.
 GY0271
 GY0271.The dynamic height is computed by dividing the NAVD 88
 GY0271.geopotential number by the normal gravity value computed on the
 GY0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0271.degrees latitude (g = 980.6199 gals.).
 GY0271
 GY0271.The modeled gravity was interpolated from observed gravity values.
 GY0271
 GY0271;                    North         East    Units  Estimated Accuracy
 GY0271;SPC WV S     -    74,230.      497,900.      MT  (+/- 180 meters Scaled)
 GY0271
 GY0271                          SUPERSEDED SURVEY CONTROL
 GY0271
 GY0271  NGVD 29 (??/??/92)  264.344  (m)          867.27   (f) ADJ UNCH    2 0
 GY0271
 GY0271.Superseded values are not recommended for survey control.
 GY0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0271.See file dsdata.txt to determine how the superseded data were derived.
 GY0271
 GY0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB979690(NAD 83)
 GY0271_MARKER: DB = BENCH MARK DISK
 GY0271_SETTING: 66 = SET IN ROCK OUTCROP
 GY0271_SP_SET: ROCK CUT
 GY0271_STAMPING: N 34 1935
 GY0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0271+STABILITY: POSITION/ELEVATION WELL
 GY0271
 GY0271  HISTORY     - Date     Condition        Report By
 GY0271  HISTORY     - 1935     MONUMENTED       CGS
 GY0271  HISTORY     - 1957     GOOD             NGS
 GY0271
 GY0271                          STATION DESCRIPTION
 GY0271
 GY0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0271'0.2 MI NE FROM TAYLORSVILLE.
 GY0271'ABOUT 0.15 MILE NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE
 GY0271'JUNCTION OF RED JACKET ROAD AT TAYLORSVILLE, ABOUT 113 YARDS
 GY0271'SOUTH OF THE JUNCTION OF A ROAD EAST ACROSS A BRIDGE OVER PIGEON
 GY0271'CREEK, SET VERTICALLY IN THE EAST FACE OF A ROCK CUT, 28 FEET
 GY0271'WEST OF CENTER LINE OF HIGHWAY, 3 FEET NORTH OF A CORNER IN
 GY0271'CUT WHERE THERE IS A 6-FOOT ANGLE IN CUT AND ABOUT 1 FOOT ABOVE
 GY0271'GROUND AND 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0868 ***********************************************************************
 JX0868  DESIGNATION -  N 34 RESET 1938
 JX0868  PID         -  JX0868
 JX0868  STATE/COUNTY-  WV/TYLER
 JX0868  USGS QUAD   -  BENS RUN (1994)
 JX0868
 JX0868                         *CURRENT SURVEY CONTROL
 JX0868  ___________________________________________________________________
 JX0868* NAD 83(1986)-  39 27 59.     (N)    081 06 29.     (W)     SCALED    
 JX0868* NAVD 88     -       189.219  (meters)     620.80   (feet)  ADJUSTED  
 JX0868  ___________________________________________________________________
 JX0868  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JX0868  DYNAMIC HT  -         189.106 (meters)     620.43  (feet)  COMP
 JX0868  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 JX0868
 JX0868  VERT ORDER  -  FIRST     CLASS II
 JX0868
 JX0868.The horizontal coordinates were scaled from a topographic map and have
 JX0868.an estimated accuracy of +/- 6 seconds.
 JX0868
 JX0868.The orthometric height was determined by differential leveling
 JX0868.and adjusted by the National Geodetic Survey in June 1991..
 JX0868.WARNING-Repeat measurements at this control monument indicate possible
 JX0868.vertical movement.
 JX0868
 JX0868.The geoid height was determined by GEOID03.
 JX0868
 JX0868.The dynamic height is computed by dividing the NAVD 88
 JX0868.geopotential number by the normal gravity value computed on the
 JX0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0868.degrees latitude (g = 980.6199 gals.).
 JX0868
 JX0868.The modeled gravity was interpolated from observed gravity values.
 JX0868
 JX0868;                    North         East    Units  Estimated Accuracy
 JX0868;SPC WV N     -   108,520.      461,630.      MT  (+/- 180 meters Scaled)
 JX0868
 JX0868                          SUPERSEDED SURVEY CONTROL
 JX0868
 JX0868  NGVD 29 (??/??/92)  189.440  (m)          621.52   (f) ADJ UNCH    1 2
 JX0868
 JX0868.Superseded values are not recommended for survey control.
 JX0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0868.See file dsdata.txt to determine how the superseded data were derived.
 JX0868
 JX0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD907685(NAD 83)
 JX0868_MARKER: DB = BENCH MARK DISK
 JX0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0868_SP_SET: SIGNAL BASE
 JX0868_STAMPING: N 34 RESET 1938
 JX0868_MARK LOGO: CGS   
 JX0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0868
 JX0868  HISTORY     - Date     Condition        Report By
 JX0868  HISTORY     - 1938     MONUMENTED       CGS
 JX0868  HISTORY     - 1957     GOOD             NGS
 JX0868  HISTORY     - 1983     GOOD             NGS
 JX0868
 JX0868                          STATION DESCRIPTION
 JX0868
 JX0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0868'AT BENS RUN.
 JX0868'AT BENS RUN, ALONG THE BALTIMORE AND OHIO RAILROAD, 144 FEET NORTH
 JX0868'AND ACROSS TRACK FROM THE CENTER OF JUNCTION OF STATE HIGHWAY 2
 JX0868'AND BENS RUN ROAD LEADING EAST, IN THE TOP OF THE NORTH CORNER
 JX0868'OF CONCRETE BASE OF AN ABANDONED SIGNAL, 10 3/4 FEET NORTHWEST
 JX0868'OF NORTHWEST RAIL, 46 FEET WEST AND ACROSS TRACK FROM TELEPHONE
 JX0868'POLE NO. 2396, 36 FEET SOUTHWEST OF TELEPHONE POLE NO. 56+13 AND
 JX0868'ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
 JX0868
 JX0868                          STATION RECOVERY (1983)
 JX0868
 JX0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0868'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE WITH
 JX0868'THE FOLLOWING CORRECTIONS.  DELETE--36 FEET SOUTHWEST OF TELEPHONE
 JX0868'POLE 56+13.
 JX0868'THE MARK IS 1.70 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2265 ***********************************************************************
 GX2265  DESIGNATION -  N 35
 GX2265  PID         -  GX2265
 GX2265  STATE/COUNTY-  WV/LOGAN
 GX2265  USGS QUAD   -  LOGAN (1989)
 GX2265
 GX2265                         *CURRENT SURVEY CONTROL
 GX2265  ___________________________________________________________________
 GX2265* NAD 83(1986)-  37 50 12.     (N)    081 57 34.     (W)     SCALED    
 GX2265* NAVD 88     -       205.348  (meters)     673.71   (feet)  ADJUSTED  
 GX2265  ___________________________________________________________________
 GX2265  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GX2265  DYNAMIC HT  -         205.198 (meters)     673.22  (feet)  COMP
 GX2265  MODELED GRAV-     979,896.5   (mgal)                       NAVD 88
 GX2265
 GX2265  VERT ORDER  -  SECOND    CLASS 0
 GX2265
 GX2265.The horizontal coordinates were scaled from a topographic map and have
 GX2265.an estimated accuracy of +/- 6 seconds.
 GX2265
 GX2265.The orthometric height was determined by differential leveling
 GX2265.and adjusted by the National Geodetic Survey in June 1991..
 GX2265
 GX2265.The geoid height was determined by GEOID03.
 GX2265
 GX2265.The dynamic height is computed by dividing the NAVD 88
 GX2265.geopotential number by the normal gravity value computed on the
 GX2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2265.degrees latitude (g = 980.6199 gals.).
 GX2265
 GX2265.The modeled gravity was interpolated from observed gravity values.
 GX2265
 GX2265;                    North         East    Units  Estimated Accuracy
 GX2265;SPC WV S     -    93,300.      515,550.      MT  (+/- 180 meters Scaled)
 GX2265
 GX2265                          SUPERSEDED SURVEY CONTROL
 GX2265
 GX2265  NGVD 29 (??/??/92)  205.564  (m)          674.42   (f) ADJ UNCH    2 0
 GX2265
 GX2265.Superseded values are not recommended for survey control.
 GX2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2265.See file dsdata.txt to determine how the superseded data were derived.
 GX2265
 GX2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB155881(NAD 83)
 GX2265_MARKER: DB = BENCH MARK DISK
 GX2265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2265_SP_SET: BRIDGE
 GX2265_STAMPING: N 35 1935
 GX2265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2265
 GX2265  HISTORY     - Date     Condition        Report By
 GX2265  HISTORY     - 1935     MONUMENTED       CGS
 GX2265
 GX2265                          STATION DESCRIPTION
 GX2265
 GX2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2265'2.1 MI SE FROM LOGAN.
 GX2265'2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 119 FROM THE COURTHOUSE
 GX2265'AT LOGAN, LOGAN COUNTY, AT A BRIDGE OVER DINGESS RUN CREEK, IN
 GX2265'THE TOP OF THE NORTH ABUTMENT, 12 FEET EAST OF THE CENTERLINE
 GX2265'OF THE HIGHWAY, AND ABOUT 6 INCHES LOWER THAN THE TRACK.  A
 GX2265'STANDARD DISK, STAMPED N 35 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2092 ***********************************************************************
 HX2092  DESIGNATION -  N 36
 HX2092  PID         -  HX2092
 HX2092  STATE/COUNTY-  WV/BOONE
 HX2092  USGS QUAD   -  MADISON (1976)
 HX2092
 HX2092                         *CURRENT SURVEY CONTROL
 HX2092  ___________________________________________________________________
 HX2092* NAD 83(1986)-  38 04 48.     (N)    081 50 07.     (W)     SCALED    
 HX2092* NAVD 88     -       210.608  (meters)     690.97   (feet)  ADJUSTED  
 HX2092  ___________________________________________________________________
 HX2092  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HX2092  DYNAMIC HT  -         210.457 (meters)     690.47  (feet)  COMP
 HX2092  MODELED GRAV-     979,905.3   (mgal)                       NAVD 88
 HX2092
 HX2092  VERT ORDER  -  SECOND    CLASS 0
 HX2092
 HX2092.The horizontal coordinates were scaled from a topographic map and have
 HX2092.an estimated accuracy of +/- 6 seconds.
 HX2092
 HX2092.The orthometric height was determined by differential leveling
 HX2092.and adjusted by the National Geodetic Survey in June 1991..
 HX2092.WARNING-Repeat measurements at this control monument indicate possible
 HX2092.vertical movement.
 HX2092
 HX2092.The geoid height was determined by GEOID03.
 HX2092
 HX2092.The dynamic height is computed by dividing the NAVD 88
 HX2092.geopotential number by the normal gravity value computed on the
 HX2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2092.degrees latitude (g = 980.6199 gals.).
 HX2092
 HX2092.The modeled gravity was interpolated from observed gravity values.
 HX2092
 HX2092;                    North         East    Units  Estimated Accuracy
 HX2092;SPC WV S     -   120,200.      526,720.      MT  (+/- 180 meters Scaled)
 HX2092
 HX2092                          SUPERSEDED SURVEY CONTROL
 HX2092
 HX2092  NGVD 29 (??/??/92)  210.813  (m)          691.64   (f) ADJ UNCH    2 0
 HX2092
 HX2092.Superseded values are not recommended for survey control.
 HX2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2092.See file dsdata.txt to determine how the superseded data were derived.
 HX2092
 HX2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC267150(NAD 83)
 HX2092_MARKER: DB = BENCH MARK DISK
 HX2092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2092_SP_SET: BUILDING
 HX2092_STAMPING: N 36 1935
 HX2092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2092
 HX2092  HISTORY     - Date     Condition        Report By
 HX2092  HISTORY     - 1935     MONUMENTED       CGS
 HX2092  HISTORY     - 1958     GOOD             NGS
 HX2092
 HX2092                          STATION DESCRIPTION
 HX2092
 HX2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2092'AT DANVILLE.
 HX2092'AT DANVILLE, AT THE INTERSECTION OF MAIN AND SECOND STREETS,
 HX2092'SET VERTICALLY IN THE NORTHEAST FACE OF SANDSTONE WALL OF BANK
 HX2092'OF DANVILLE, 2.6 FEET ABOVE THE SIDEWALK, 14 1/2 FEET SOUTHWEST
 HX2092'OF THE SOUTHWEST CURB OF MAIN STREET, 7.2 FEET SOUTHEAST OF THE
 HX2092'SOUTHEAST CURB OF SECOND STREET, AND 1 1/2 FEET SOUTHEAST OF
 HX2092'THE NORTH CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2122 ***********************************************************************
 HX2122  DESIGNATION -  N 37
 HX2122  PID         -  HX2122
 HX2122  STATE/COUNTY-  WV/KANAWHA
 HX2122  USGS QUAD   -  ALUM CREEK (1971)
 HX2122
 HX2122                         *CURRENT SURVEY CONTROL
 HX2122  ___________________________________________________________________
 HX2122* NAD 83(1986)-  38 20 23.     (N)    081 50 20.     (W)     SCALED    
 HX2122* NAVD 88     -       189.375  (meters)     621.31   (feet)  ADJUSTED  
 HX2122  ___________________________________________________________________
 HX2122  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HX2122  DYNAMIC HT  -         189.243 (meters)     620.87  (feet)  COMP
 HX2122  MODELED GRAV-     979,929.7   (mgal)                       NAVD 88
 HX2122
 HX2122  VERT ORDER  -  SECOND    CLASS 0
 HX2122
 HX2122.The horizontal coordinates were scaled from a topographic map and have
 HX2122.an estimated accuracy of +/- 6 seconds.
 HX2122
 HX2122.The orthometric height was determined by differential leveling
 HX2122.and adjusted by the National Geodetic Survey in June 1991..
 HX2122
 HX2122.The geoid height was determined by GEOID03.
 HX2122
 HX2122.The dynamic height is computed by dividing the NAVD 88
 HX2122.geopotential number by the normal gravity value computed on the
 HX2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2122.degrees latitude (g = 980.6199 gals.).
 HX2122
 HX2122.The modeled gravity was interpolated from observed gravity values.
 HX2122
 HX2122;                    North         East    Units  Estimated Accuracy
 HX2122;SPC WV S     -   149,030.      526,670.      MT  (+/- 180 meters Scaled)
 HX2122
 HX2122                          SUPERSEDED SURVEY CONTROL
 HX2122
 HX2122  NGVD 29 (??/??/92)  189.577  (m)          621.97   (f) ADJ UNCH    2 0
 HX2122
 HX2122.Superseded values are not recommended for survey control.
 HX2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2122.See file dsdata.txt to determine how the superseded data were derived.
 HX2122
 HX2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC266438(NAD 83)
 HX2122_MARKER: DB = BENCH MARK DISK
 HX2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2122_STAMPING: N 37 1935
 HX2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2122+STABILITY: SURFACE MOTION
 HX2122
 HX2122  HISTORY     - Date     Condition        Report By
 HX2122  HISTORY     - 1935     MONUMENTED       CGS
 HX2122  HISTORY     - 1973     GOOD             LOCENG
 HX2122
 HX2122                          STATION DESCRIPTION
 HX2122
 HX2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2122'AT UPPER FALLS.
 HX2122'AT UPPER FALLS, KANAWHA COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 HX2122'ABOUT 265 YARDS SOUTH OF MILEPOST SA 7, 125 YARDS SOUTH OF THE
 HX2122'SOUTH END OF A SWITCH, 100 YARDS NORTH OF THE STATION, 51 YARDS
 HX2122'SOUTH OF A TELEPHONE HOUSE, 13 FEET NORTH OF A GATE, 36 FEET WEST
 HX2122'OF THE WEST RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 HX2122'STAMPED N 37 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HX2122
 HX2122                          STATION RECOVERY (1973)
 HX2122
 HX2122'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0478 ***********************************************************************
 HY0478  DESIGNATION -  N 38
 HY0478  PID         -  HY0478
 HY0478  STATE/COUNTY-  WV/CABELL
 HY0478  USGS QUAD   -  MILTON (1989)
 HY0478
 HY0478                         *CURRENT SURVEY CONTROL
 HY0478  ___________________________________________________________________
 HY0478* NAD 83(1986)-  38 26 28.     (N)    082 11 25.     (W)     SCALED    
 HY0478* NAVD 88     -       177.436  (meters)     582.14   (feet)  ADJUSTED  
 HY0478  ___________________________________________________________________
 HY0478  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HY0478  DYNAMIC HT  -         177.316 (meters)     581.74  (feet)  COMP
 HY0478  MODELED GRAV-     979,949.3   (mgal)                       NAVD 88
 HY0478
 HY0478  VERT ORDER  -  SECOND    CLASS 0
 HY0478
 HY0478.The horizontal coordinates were scaled from a topographic map and have
 HY0478.an estimated accuracy of +/- 6 seconds.
 HY0478
 HY0478.The orthometric height was determined by differential leveling
 HY0478.and adjusted by the National Geodetic Survey in June 1991..
 HY0478
 HY0478.The geoid height was determined by GEOID03.
 HY0478
 HY0478.The dynamic height is computed by dividing the NAVD 88
 HY0478.geopotential number by the normal gravity value computed on the
 HY0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0478.degrees latitude (g = 980.6199 gals.).
 HY0478
 HY0478.The modeled gravity was interpolated from observed gravity values.
 HY0478
 HY0478;                    North         East    Units  Estimated Accuracy
 HY0478;SPC WV S     -   160,620.      496,090.      MT  (+/- 180 meters Scaled)
 HY0478
 HY0478                          SUPERSEDED SURVEY CONTROL
 HY0478
 HY0478  NGVD 29 (??/??/92)  177.620  (m)          582.74   (f) ADJ UNCH    2 0
 HY0478
 HY0478.Superseded values are not recommended for survey control.
 HY0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0478.See file dsdata.txt to determine how the superseded data were derived.
 HY0478
 HY0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC961554(NAD 83)
 HY0478_MARKER: DB = BENCH MARK DISK
 HY0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0478_STAMPING: N 38 1935
 HY0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0478+STABILITY: SURFACE MOTION
 HY0478
 HY0478  HISTORY     - Date     Condition        Report By
 HY0478  HISTORY     - 1935     MONUMENTED       CGS
 HY0478  HISTORY     - 1956     GOOD             NGS
 HY0478
 HY0478                          STATION DESCRIPTION
 HY0478
 HY0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0478'AT YATES.
 HY0478'AT YATES, ALONG THE CHESAPEAKE AND OHIO RAILWAY, AT CROSSING OF
 HY0478'TRACK AND A NORTH-SOUTH BLACK TOP ROAD, 20.2 FEET SOUTH OF SOUTH
 HY0478'RAIL OF SOUTH TRACK, 33 FEET EAST OF CENTER LINE OF ROAD, 2 1/2
 HY0478'FEET WEST OF NORTHWEST CORNER OF A SECTION HOUSE AND ABOUT IN
 HY0478'LINE WITH NORTH FACE OF SECTION HOUSE, ABOUT 1 1/2 FEET BELOW
 HY0478'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY0478'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2156 ***********************************************************************
 HX2156  DESIGNATION -  N 39
 HX2156  PID         -  HX2156
 HX2156  STATE/COUNTY-  WV/BOONE
 HX2156  USGS QUAD   -  RACINE (1976)
 HX2156
 HX2156                         *CURRENT SURVEY CONTROL
 HX2156  ___________________________________________________________________
 HX2156* NAD 83(1986)-  38 08 12.     (N)    081 40 46.     (W)     SCALED    
 HX2156* NAVD 88     -       203.933  (meters)     669.07   (feet)  ADJUSTED  
 HX2156  ___________________________________________________________________
 HX2156  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HX2156  DYNAMIC HT  -         203.784 (meters)     668.58  (feet)  COMP
 HX2156  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 HX2156
 HX2156  VERT ORDER  -  SECOND    CLASS 0
 HX2156
 HX2156.The horizontal coordinates were scaled from a topographic map and have
 HX2156.an estimated accuracy of +/- 6 seconds.
 HX2156
 HX2156.The orthometric height was determined by differential leveling
 HX2156.and adjusted by the National Geodetic Survey in June 1991..
 HX2156
 HX2156.The geoid height was determined by GEOID03.
 HX2156
 HX2156.The dynamic height is computed by dividing the NAVD 88
 HX2156.geopotential number by the normal gravity value computed on the
 HX2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2156.degrees latitude (g = 980.6199 gals.).
 HX2156
 HX2156.The modeled gravity was interpolated from observed gravity values.
 HX2156
 HX2156;                    North         East    Units  Estimated Accuracy
 HX2156;SPC WV S     -   126,380.      540,440.      MT  (+/- 180 meters Scaled)
 HX2156
 HX2156                          SUPERSEDED SURVEY CONTROL
 HX2156
 HX2156  NGVD 29 (??/??/92)  204.142  (m)          669.76   (f) ADJ UNCH    2 0
 HX2156
 HX2156.Superseded values are not recommended for survey control.
 HX2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2156.See file dsdata.txt to determine how the superseded data were derived.
 HX2156
 HX2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC404211(NAD 83)
 HX2156_MARKER: DB = BENCH MARK DISK
 HX2156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2156_SP_SET: PIER
 HX2156_STAMPING: N 39 1935
 HX2156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2156
 HX2156  HISTORY     - Date     Condition        Report By
 HX2156  HISTORY     - 1935     MONUMENTED       CGS
 HX2156  HISTORY     - 1958     GOOD             NGS
 HX2156  HISTORY     - 1973     GOOD             LOCENG
 HX2156
 HX2156                          STATION DESCRIPTION
 HX2156
 HX2156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2156'AT PEYTONA.
 HX2156'AT PEYTONA, ABOUT 0.15 MILE SOUTHEAST ALONG THE CHESAPEAKE AND
 HX2156'OHIO RAILWAY FROM THE STATION, THENCE ABOUT 94 YARDS EAST ALONG
 HX2156'U.S. HIGHWAY 119, IN TOP OF AND 1 1/2 FEET NORTH OF THE SOUTH END
 HX2156'OF THE WEST CONCRETE PIER UNDER HIGHWAY STEEL BRIDGE ACROSS COAL
 HX2156'RIVER, 12 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 HX2156'100 YARDS EAST OF MILE POST 14, AND ABOUT 4 1/2 FEET BELOW THE
 HX2156'BRIDGE FLOOR.
 HX2156
 HX2156                          STATION RECOVERY (1973)
 HX2156
 HX2156'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF3719 ***********************************************************************
 DF3719  DESIGNATION -  N 39 RESET
 DF3719  PID         -  DF3719
 DF3719  STATE/COUNTY-  WV/BOONE
 DF3719  USGS QUAD   -  RACINE (1976)
 DF3719
 DF3719                         *CURRENT SURVEY CONTROL
 DF3719  ___________________________________________________________________
 DF3719* NAD 83(1986)-  38 08 12.     (N)    081 40 45.     (W)     SCALED    
 DF3719* NAVD 88     -       207.89   (meters)     682.1    (feet)  RESET     
 DF3719  ___________________________________________________________________
 DF3719  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DF3719
 DF3719  VERT ORDER  -  THIRD
 DF3719
 DF3719.The horizontal coordinates were scaled from a topographic map and have
 DF3719.an estimated accuracy of +/- 6 seconds.
 DF3719
 DF3719.The orthometric height was computed from unverified reset data.
 DF3719.No vertical observational check was made to the station.
 DF3719
 DF3719.The geoid height was determined by GEOID03.
 DF3719
 DF3719;                    North         East    Units  Estimated Accuracy
 DF3719;SPC WV S     -   126,380.      540,460.      MT  (+/- 180 meters Scaled)
 DF3719
 DF3719                          SUPERSEDED SURVEY CONTROL
 DF3719
 DF3719.No superseded survey control is available for this station.
 DF3719
 DF3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC404211(NAD 83)
 DF3719_MARKER: DV = VERTICAL CONTROL DISK
 DF3719_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF3719_SP_SET: BRIDGE PARAPET WALL
 DF3719_STAMPING: N 39 RESET 2001
 DF3719_MARK LOGO: NGS   
 DF3719_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF3719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3719
 DF3719  HISTORY     - Date     Condition        Report By
 DF3719  HISTORY     - 2001     MONUMENTED       WVDT
 DF3719
 DF3719                          STATION DESCRIPTION
 DF3719
 DF3719'DESCRIBED BY WV DEPT TRANS 2001 (CC)
 DF3719'0.15 MILE (0.24 KM) SOUTHEAST ALONG THE RAILROAD TRACK FROM THE OLD C
 DF3719'AND O STATION ON THE WEST END OF THE NORTH PARAPET WALL OF A NEW WEST
 DF3719'VIRGINIA ROUTE 3 BRIDGE OVER COAL RIVER, 265 FEET (80.8 M) EAST OF A
 DF3719'RAILROAD CROSSING AND 15 FEET (4.6 M) NORTH OF THE CENTERLINE OF
 DF3719'ROADWAY AND 3 FEET (0.9 M) HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0568 ***********************************************************************
 HX0568  DESIGNATION -  N 4
 HX0568  PID         -  HX0568
 HX0568  STATE/COUNTY-  WV/POCAHONTAS
 HX0568  USGS QUAD   -  DENMAR (1995)
 HX0568
 HX0568                         *CURRENT SURVEY CONTROL
 HX0568  ___________________________________________________________________
 HX0568* NAD 83(1986)-  38 03 02.     (N)    080 14 04.     (W)     SCALED    
 HX0568* NAVD 88     -       605.529  (meters)    1986.64   (feet)  ADJUSTED  
 HX0568  ___________________________________________________________________
 HX0568  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HX0568  DYNAMIC HT  -         605.010 (meters)    1984.94  (feet)  COMP
 HX0568  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 HX0568
 HX0568  VERT ORDER  -  FIRST     CLASS II
 HX0568
 HX0568.The horizontal coordinates were scaled from a topographic map and have
 HX0568.an estimated accuracy of +/- 6 seconds.
 HX0568
 HX0568.The orthometric height was determined by differential leveling
 HX0568.and adjusted by the National Geodetic Survey in June 1991..
 HX0568
 HX0568.The geoid height was determined by GEOID03.
 HX0568
 HX0568.The dynamic height is computed by dividing the NAVD 88
 HX0568.geopotential number by the normal gravity value computed on the
 HX0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0568.degrees latitude (g = 980.6199 gals.).
 HX0568
 HX0568.The modeled gravity was interpolated from observed gravity values.
 HX0568
 HX0568;                    North         East    Units  Estimated Accuracy
 HX0568;SPC WV S     -   116,880.      667,190.      MT  (+/- 180 meters Scaled)
 HX0568
 HX0568                          SUPERSEDED SURVEY CONTROL
 HX0568
 HX0568  NGVD 29 (??/??/92)  605.609  (m)         1986.90   (f) ADJ UNCH    1 2
 HX0568
 HX0568.Superseded values are not recommended for survey control.
 HX0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0568.See file dsdata.txt to determine how the superseded data were derived.
 HX0568
 HX0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC671117(NAD 83)
 HX0568_MARKER: DB = BENCH MARK DISK
 HX0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0568_SP_SET: BRIDGE SEAT
 HX0568_STAMPING: N 4 1933
 HX0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0568
 HX0568  HISTORY     - Date     Condition        Report By
 HX0568  HISTORY     - 1933     MONUMENTED       CGS
 HX0568  HISTORY     - 1962     GOOD             NGS
 HX0568  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0568
 HX0568                          STATION DESCRIPTION
 HX0568
 HX0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0568'2.5 MI S FROM BEARD.
 HX0568'2.5 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX0568'POST OFFICE AT BEARD, SET ON TOP OF THE EASTERN-MOST BLOCK OF
 HX0568'THE SOUTHEAST BRIDGE SEAT OF A RAILWAY BRIDGE 360, 75 FEET NORTH
 HX0568'OF MILEPOST 36, 6.6 FEET EAST OF THE EAST RAIL, AND ABOUT 3 1/2
 HX0568'FEET BELOW THE LEVEL OF THE TRACK.
 HX0568
 HX0568                          STATION RECOVERY (1983)
 HX0568
 HX0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1053 ***********************************************************************
 GX1053  DESIGNATION -  N 40
 GX1053  PID         -  GX1053
 GX1053  STATE/COUNTY-  WV/RALEIGH
 GX1053  USGS QUAD   -  ARNETT (1989)
 GX1053
 GX1053                         *CURRENT SURVEY CONTROL
 GX1053  ___________________________________________________________________
 GX1053* NAD 83(1986)-  37 51 46.     (N)    081 28 35.     (W)     SCALED    
 GX1053* NAVD 88     -       376.732  (meters)    1235.99   (feet)  ADJUSTED  
 GX1053  ___________________________________________________________________
 GX1053  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX1053  DYNAMIC HT  -         376.444 (meters)    1235.05  (feet)  COMP
 GX1053  MODELED GRAV-     979,852.2   (mgal)                       NAVD 88
 GX1053
 GX1053  VERT ORDER  -  SECOND    CLASS 0
 GX1053
 GX1053.The horizontal coordinates were scaled from a topographic map and have
 GX1053.an estimated accuracy of +/- 6 seconds.
 GX1053
 GX1053.The orthometric height was determined by differential leveling
 GX1053.and adjusted by the National Geodetic Survey in June 1991..
 GX1053
 GX1053.The geoid height was determined by GEOID03.
 GX1053
 GX1053.The dynamic height is computed by dividing the NAVD 88
 GX1053.geopotential number by the normal gravity value computed on the
 GX1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1053.degrees latitude (g = 980.6199 gals.).
 GX1053
 GX1053.The modeled gravity was interpolated from observed gravity values.
 GX1053
 GX1053;                    North         East    Units  Estimated Accuracy
 GX1053;SPC WV S     -    95,870.      558,080.      MT  (+/- 180 meters Scaled)
 GX1053
 GX1053                          SUPERSEDED SURVEY CONTROL
 GX1053
 GX1053  NGVD 29 (??/??/92)  376.916  (m)         1236.60   (f) ADJ UNCH    2 0
 GX1053
 GX1053.Superseded values are not recommended for survey control.
 GX1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1053.See file dsdata.txt to determine how the superseded data were derived.
 GX1053
 GX1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB580906(NAD 83)
 GX1053_MARKER: DB = BENCH MARK DISK
 GX1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1053_STAMPING: N 40 1935
 GX1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1053+STABILITY: SURFACE MOTION
 GX1053
 GX1053  HISTORY     - Date     Condition        Report By
 GX1053  HISTORY     - 1935     MONUMENTED       CGS
 GX1053
 GX1053                          STATION DESCRIPTION
 GX1053
 GX1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1053'0.8 MI SE FROM NAOMA.
 GX1053'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 GX1053'NAOMA, 50 YARDS SOUTH OF THE O. PRICE RESIDENCE, 35 YARDS WEST
 GX1053'OF AND ACROSS THE HIGHWAY FROM POLE 645 RE 10-1 (13), 31 FEET
 GX1053'NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF A FENCE
 GX1053'LINE, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GX1053'N 40 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2351 ***********************************************************************
 GX2351  DESIGNATION -  N 40 X
 GX2351  PID         -  GX2351
 GX2351  STATE/COUNTY-  WV/RALEIGH
 GX2351  USGS QUAD   -  WHITESVILLE (1988)
 GX2351
 GX2351                         *CURRENT SURVEY CONTROL
 GX2351  ___________________________________________________________________
 GX2351* NAD 83(1986)-  37 53 02.     (N)    081 31 58.     (W)     SCALED    
 GX2351* NAVD 88     -       299.931  (meters)     984.02   (feet)  ADJUSTED  
 GX2351  ___________________________________________________________________
 GX2351  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GX2351  DYNAMIC HT  -         299.705 (meters)     983.28  (feet)  COMP
 GX2351  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 GX2351
 GX2351  VERT ORDER  -  SECOND    CLASS 0
 GX2351
 GX2351.The horizontal coordinates were scaled from a topographic map and have
 GX2351.an estimated accuracy of +/- 6 seconds.
 GX2351
 GX2351.The orthometric height was determined by differential leveling
 GX2351.and adjusted by the National Geodetic Survey in June 1991..
 GX2351
 GX2351.The geoid height was determined by GEOID03.
 GX2351
 GX2351.The dynamic height is computed by dividing the NAVD 88
 GX2351.geopotential number by the normal gravity value computed on the
 GX2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2351.degrees latitude (g = 980.6199 gals.).
 GX2351
 GX2351.The modeled gravity was interpolated from observed gravity values.
 GX2351
 GX2351;                    North         East    Units  Estimated Accuracy
 GX2351;SPC WV S     -    98,240.      553,130.      MT  (+/- 180 meters Scaled)
 GX2351
 GX2351                          SUPERSEDED SURVEY CONTROL
 GX2351
 GX2351  NGVD 29 (??/??/92)  300.124  (m)          984.66   (f) ADJ UNCH    2 0
 GX2351
 GX2351.Superseded values are not recommended for survey control.
 GX2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2351.See file dsdata.txt to determine how the superseded data were derived.
 GX2351
 GX2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB531930(NAD 83)
 GX2351_MARKER: DB = BENCH MARK DISK
 GX2351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2351_SP_SET: ABUTMENT
 GX2351_STAMPING: N 40 X 1935
 GX2351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX2351+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2005
 GX2351
 GX2351  HISTORY     - Date     Condition        Report By
 GX2351  HISTORY     - 1935     MONUMENTED       CGS
 GX2351  HISTORY     - 20050624 GOOD             RALECO
 GX2351
 GX2351                          STATION DESCRIPTION
 GX2351
 GX2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2351'AT EDWIGHT.
 GX2351'AT EDWIGHT, ON STATE HIGHWAY 3, AT A BRIDGE OVER BIG COAL RIVER,
 GX2351'3 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE
 GX2351'EAST ABUTMENT, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 GX2351'STAMPED N 40 X 1935.
 GX2351
 GX2351                          STATION RECOVERY (2005)
 GX2351
 GX2351'RECOVERY NOTE BY RALEIGH COUNTY SURVEYOR, WV 2005 (RLG)
 GX2351'AT EDWIGHT, 200 FEET WEST OF THE INTERSECTION OF STATE ROUTE 3 AND
 GX2351'EDWIGHT ROAD (NO STREET SIGNS), 10 FEET NORTH OF THE CENTERLINE OF
 GX2351'EDWIGHT ROAD, IN THE TOP OF THE EAST ABUTMENT OF A BRIDGE OVER COAL
 GX2351'RIVER, ALSO KNOWN AS MARSH FORK AND THE MARSH FORK OF COAL RIVER, 150
 GX2351'FEET UP STREAM FROM WHERE HAZY CREEK EMPTIES INTO COAL RIVER.
 GX2351' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1105 ***********************************************************************
 GX1105  DESIGNATION -  N 41
 GX1105  PID         -  GX1105
 GX1105  STATE/COUNTY-  WV/RALEIGH
 GX1105  USGS QUAD   -  SHADY SPRING (1976)
 GX1105
 GX1105                         *CURRENT SURVEY CONTROL
 GX1105  ___________________________________________________________________
 GX1105* NAD 83(1986)-  37 44 23.     (N)    081 06 55.     (W)     SCALED    
 GX1105* NAVD 88     -       746.844  (meters)    2450.27   (feet)  ADJUSTED  
 GX1105  ___________________________________________________________________
 GX1105  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX1105  DYNAMIC HT  -         746.209 (meters)    2448.19  (feet)  COMP
 GX1105  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 GX1105
 GX1105  VERT ORDER  -  SECOND    CLASS 0
 GX1105
 GX1105.The horizontal coordinates were scaled from a topographic map and have
 GX1105.an estimated accuracy of +/- 6 seconds.
 GX1105
 GX1105.The orthometric height was determined by differential leveling
 GX1105.and adjusted by the National Geodetic Survey in June 1991..
 GX1105
 GX1105.The geoid height was determined by GEOID03.
 GX1105
 GX1105.The dynamic height is computed by dividing the NAVD 88
 GX1105.geopotential number by the normal gravity value computed on the
 GX1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1105.degrees latitude (g = 980.6199 gals.).
 GX1105
 GX1105.The modeled gravity was interpolated from observed gravity values.
 GX1105
 GX1105;                    North         East    Units  Estimated Accuracy
 GX1105;SPC WV S     -    82,110.      589,840.      MT  (+/- 180 meters Scaled)
 GX1105
 GX1105                          SUPERSEDED SURVEY CONTROL
 GX1105
 GX1105  NGVD 29 (??/??/92)  746.985  (m)         2450.73   (f) ADJ UNCH    2 0
 GX1105
 GX1105.Superseded values are not recommended for survey control.
 GX1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1105.See file dsdata.txt to determine how the superseded data were derived.
 GX1105
 GX1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB898769(NAD 83)
 GX1105_MARKER: DB = BENCH MARK DISK
 GX1105_SETTING: 80 = SET IN A BOULDER
 GX1105_SP_SET: BOULDER
 GX1105_STAMPING: N 41 1935
 GX1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1105+STABILITY: SURFACE MOTION
 GX1105
 GX1105  HISTORY     - Date     Condition        Report By
 GX1105  HISTORY     - 1935     MONUMENTED       CGS
 GX1105  HISTORY     - 1960     GOOD             NGS
 GX1105
 GX1105                          STATION DESCRIPTION
 GX1105
 GX1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1105'0.7 MI SE FROM BEAVER.
 GX1105'ABOUT 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 3 (ALSO U.S.
 GX1105'HIGHWAYS 19 AND 21) FROM SHADY SPRING HIGH SCHOOL AT BEAVER,
 GX1105'0.35 MILE SOUTHEAST OF DANIELS POST OFFICE, AT THE WEST CORNER
 GX1105'OF YARD AT DANIELS GRADE SCHOOL, 34 1/2 FEET NORTHEAST OF THE
 GX1105'CENTER LINE OF HIGHWAY, 2 1/2 FEET NORTHEAST OF A WIRE FENCE,
 GX1105'7 1/2 FEET EAST OF A FENCE CORNER, 87.3 FEET WEST OF THE WEST
 GX1105'CORNER OF CONCRETE FOUNDATION OF WOODEN SCHOOL BUILDING, 10 FEET
 GX1105'EAST OF THE EAST CORNER OF STONE GATE POST, 7 1/2 FEET SOUTHEAST
 GX1105'OF A WIRE FENCE, 3.2 FEET NORTHEAST OF A STEEL WITNESS POST, IN
 GX1105'TOP OF A BURIED BOULDER AND 6 INCHES SOUTH OF THE NORTH EDGE OF
 GX1105'BOULDER, AND ABOUT 5 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1125 ***********************************************************************
 GX1125  DESIGNATION -  N 42
 GX1125  PID         -  GX1125
 GX1125  STATE/COUNTY-  WV/WYOMING
 GX1125  USGS QUAD   -  MULLENS (1976)
 GX1125
 GX1125                         *CURRENT SURVEY CONTROL
 GX1125  ___________________________________________________________________
 GX1125* NAD 83(1986)-  37 34 10.     (N)    081 26 56.     (W)     SCALED    
 GX1125* NAVD 88     -       414.728  (meters)    1360.65   (feet)  ADJUSTED  
 GX1125  ___________________________________________________________________
 GX1125  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX1125  DYNAMIC HT  -         414.391 (meters)    1359.55  (feet)  COMP
 GX1125  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GX1125
 GX1125  VERT ORDER  -  SECOND    CLASS 0
 GX1125
 GX1125.The horizontal coordinates were scaled from a topographic map and have
 GX1125.an estimated accuracy of +/- 6 seconds.
 GX1125
 GX1125.The orthometric height was determined by differential leveling
 GX1125.and adjusted by the National Geodetic Survey in June 1991..
 GX1125
 GX1125.The geoid height was determined by GEOID03.
 GX1125
 GX1125.The dynamic height is computed by dividing the NAVD 88
 GX1125.geopotential number by the normal gravity value computed on the
 GX1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1125.degrees latitude (g = 980.6199 gals.).
 GX1125
 GX1125.The modeled gravity was interpolated from observed gravity values.
 GX1125
 GX1125;                    North         East    Units  Estimated Accuracy
 GX1125;SPC WV S     -    63,300.      560,340.      MT  (+/- 180 meters Scaled)
 GX1125
 GX1125                          SUPERSEDED SURVEY CONTROL
 GX1125
 GX1125  NGVD 29 (??/??/92)  414.889  (m)         1361.18   (f) ADJ UNCH    2 0
 GX1125
 GX1125.Superseded values are not recommended for survey control.
 GX1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1125.See file dsdata.txt to determine how the superseded data were derived.
 GX1125
 GX1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB603581(NAD 83)
 GX1125_MARKER: DB = BENCH MARK DISK
 GX1125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1125_SP_SET: CULVERT
 GX1125_STAMPING: N 42 1935
 GX1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1125
 GX1125  HISTORY     - Date     Condition        Report By
 GX1125  HISTORY     - 1935     MONUMENTED       CGS
 GX1125
 GX1125                          STATION DESCRIPTION
 GX1125
 GX1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1125'2.6 MI W FROM ITMANN.
 GX1125'2.6 MILES WEST ALONG THE VIRGINIAN RAILWAY FROM THE FLAG STOP
 GX1125'AT ITMANN, 20 RAILS EAST OF MILEPOST 4, IN THE TOP OF THE SOUTH
 GX1125'END OF A CULVERT, 18 FEET EAST OF THE EAST RAIL, AND ABOUT 6 FEET
 GX1125'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED N 42 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1161 ***********************************************************************
 GX1161  DESIGNATION -  N 43
 GX1161  PID         -  GX1161
 GX1161  STATE/COUNTY-  WV/RALEIGH
 GX1161  USGS QUAD   -  LESTER (1976)
 GX1161
 GX1161                         *CURRENT SURVEY CONTROL
 GX1161  ___________________________________________________________________
 GX1161* NAD 83(1986)-  37 42 25.     (N)    081 15 07.     (W)     SCALED    
 GX1161* NAVD 88     -       706.131  (meters)    2316.70   (feet)  ADJUSTED  
 GX1161  ___________________________________________________________________
 GX1161  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX1161  DYNAMIC HT  -         705.546 (meters)    2314.78  (feet)  COMP
 GX1161  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 GX1161
 GX1161  VERT ORDER  -  SECOND    CLASS 0
 GX1161
 GX1161.The horizontal coordinates were scaled from a topographic map and have
 GX1161.an estimated accuracy of +/- 6 seconds.
 GX1161
 GX1161.The orthometric height was determined by differential leveling
 GX1161.and adjusted by the National Geodetic Survey in June 1991..
 GX1161
 GX1161.The geoid height was determined by GEOID03.
 GX1161
 GX1161.The dynamic height is computed by dividing the NAVD 88
 GX1161.geopotential number by the normal gravity value computed on the
 GX1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1161.degrees latitude (g = 980.6199 gals.).
 GX1161
 GX1161.The modeled gravity was interpolated from observed gravity values.
 GX1161
 GX1161;                    North         East    Units  Estimated Accuracy
 GX1161;SPC WV S     -    78,490.      577,780.      MT  (+/- 180 meters Scaled)
 GX1161
 GX1161                          SUPERSEDED SURVEY CONTROL
 GX1161
 GX1161  NGVD 29 (??/??/92)  706.275  (m)         2317.17   (f) ADJ UNCH    2 0
 GX1161
 GX1161.Superseded values are not recommended for survey control.
 GX1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1161.See file dsdata.txt to determine how the superseded data were derived.
 GX1161
 GX1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB777733(NAD 83)
 GX1161_MARKER: DB = BENCH MARK DISK
 GX1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1161_STAMPING: N 43 1935
 GX1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1161+STABILITY: SURFACE MOTION
 GX1161
 GX1161  HISTORY     - Date     Condition        Report By
 GX1161  HISTORY     - 1935     MONUMENTED       CGS
 GX1161  HISTORY     - 1960     GOOD             NGS
 GX1161
 GX1161                          STATION DESCRIPTION
 GX1161
 GX1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1161'0.2 MI W FROM SOPHIA.
 GX1161'ABOUT 0.15 MILE WEST ALONG THE VIRGINIAN RAILWAY FROM THE TOWN
 GX1161'HALL AT SOPHIA, 42 FEET SOUTH OF SOUTH RAIL, 21 3/4 FEET NORTH
 GX1161'OF NORTHEAST CORNER OF TWO STORY CONCRETE BLOCK BUILDING OWNED
 GX1161'BY WADE LOVELL 9 1/2 FEET EAST OF NORTHEAST CORNER OF NORTH END
 GX1161'OF A CONCRETE WALK, 5 1/2 FEET NORTH-NORTHWEST OF A 3-INCH CHERRY
 GX1161'TREE, 1 FOOT WEST OF END OF A 4-INCH TILE DRAIN, ABOUT 3 FEET
 GX1161'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH
 GX1161'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2188 ***********************************************************************
 GX2188  DESIGNATION -  N 44
 GX2188  PID         -  GX2188
 GX2188  STATE/COUNTY-  WV/WYOMING
 GX2188  USGS QUAD   -  MATHENY (1976)
 GX2188
 GX2188                         *CURRENT SURVEY CONTROL
 GX2188  ___________________________________________________________________
 GX2188* NAD 83(1986)-  37 37 59.     (N)    081 32 52.     (W)     SCALED    
 GX2188* NAVD 88     -       517.568  (meters)    1698.05   (feet)  ADJUSTED  
 GX2188  ___________________________________________________________________
 GX2188  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX2188  DYNAMIC HT  -         517.157 (meters)    1696.71  (feet)  COMP
 GX2188  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 GX2188
 GX2188  VERT ORDER  -  SECOND    CLASS 0
 GX2188
 GX2188.The horizontal coordinates were scaled from a topographic map and have
 GX2188.an estimated accuracy of +/- 6 seconds.
 GX2188
 GX2188.The orthometric height was determined by differential leveling
 GX2188.and adjusted by the National Geodetic Survey in June 1991..
 GX2188
 GX2188.The geoid height was determined by GEOID03.
 GX2188
 GX2188.The dynamic height is computed by dividing the NAVD 88
 GX2188.geopotential number by the normal gravity value computed on the
 GX2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2188.degrees latitude (g = 980.6199 gals.).
 GX2188
 GX2188.The modeled gravity was interpolated from observed gravity values.
 GX2188
 GX2188;                    North         East    Units  Estimated Accuracy
 GX2188;SPC WV S     -    70,410.      551,650.      MT  (+/- 180 meters Scaled)
 GX2188
 GX2188                          SUPERSEDED SURVEY CONTROL
 GX2188
 GX2188  NGVD 29 (??/??/92)  517.739  (m)         1698.62   (f) ADJ UNCH    2 0
 GX2188
 GX2188.Superseded values are not recommended for survey control.
 GX2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2188.See file dsdata.txt to determine how the superseded data were derived.
 GX2188
 GX2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB516652(NAD 83)
 GX2188_MARKER: DB = BENCH MARK DISK
 GX2188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2188_SP_SET: BRIDGE
 GX2188_STAMPING: N 44 1935
 GX2188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2188
 GX2188  HISTORY     - Date     Condition        Report By
 GX2188  HISTORY     - 1935     MONUMENTED       CGS
 GX2188  HISTORY     - 1963     GOOD             NGS
 GX2188
 GX2188                          STATION DESCRIPTION
 GX2188
 GX2188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GX2188'4.1 MI N FROM PINEVILLE.
 GX2188'4.1 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE COURTHOSUE AT
 GX2188'PINEVILLE, WYOMING COUNTY, ABOUT 280 YARDS SOUTHEAST OF THE
 GX2188'SOUTHEAST CORNER OF THE O.J. BROOKS RESIDENCE, ABOUT 100 YARDS
 GX2188'SOUTH OF THE INTERSECTION OF THE NEW HIGHWAY AND THE OLD HIGHWAY,
 GX2188'10 YARDS EAST OF THE CENTERLINE OF THE NEW HIGHWAY, AT A CULVERT,
 GX2188'IN THE TOP OF THE NORTHEAST CORNER OF THE EAST HEADWALL, AND
 GX2188'ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GX2188'N 44 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2222 ***********************************************************************
 GX2222  DESIGNATION -  N 45
 GX2222  PID         -  GX2222
 GX2222  STATE/COUNTY-  WV/LOGAN
 GX2222  USGS QUAD   -  LOGAN (1989)
 GX2222
 GX2222                         *CURRENT SURVEY CONTROL
 GX2222  ___________________________________________________________________
 GX2222* NAD 83(1986)-  37 46 02.     (N)    081 54 59.     (W)     SCALED    
 GX2222* NAVD 88     -       221.380  (meters)     726.31   (feet)  ADJUSTED  
 GX2222  ___________________________________________________________________
 GX2222  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GX2222  DYNAMIC HT  -         221.216 (meters)     725.77  (feet)  COMP
 GX2222  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 GX2222
 GX2222  VERT ORDER  -  SECOND    CLASS 0
 GX2222
 GX2222.The horizontal coordinates were scaled from a topographic map and have
 GX2222.an estimated accuracy of +/- 6 seconds.
 GX2222
 GX2222.The orthometric height was determined by differential leveling
 GX2222.and adjusted by the National Geodetic Survey in June 1991..
 GX2222
 GX2222.The geoid height was determined by GEOID03.
 GX2222
 GX2222.The dynamic height is computed by dividing the NAVD 88
 GX2222.geopotential number by the normal gravity value computed on the
 GX2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2222.degrees latitude (g = 980.6199 gals.).
 GX2222
 GX2222.The modeled gravity was interpolated from observed gravity values.
 GX2222
 GX2222;                    North         East    Units  Estimated Accuracy
 GX2222;SPC WV S     -    85,550.      519,260.      MT  (+/- 180 meters Scaled)
 GX2222
 GX2222                          SUPERSEDED SURVEY CONTROL
 GX2222
 GX2222  NGVD 29 (??/??/92)  221.595  (m)          727.02   (f) ADJ UNCH    2 0
 GX2222
 GX2222.Superseded values are not recommended for survey control.
 GX2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2222.See file dsdata.txt to determine how the superseded data were derived.
 GX2222
 GX2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB192803(NAD 83)
 GX2222_MARKER: DB = BENCH MARK DISK
 GX2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2222_STAMPING: N 45 1935
 GX2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2222+STABILITY: SURFACE MOTION
 GX2222
 GX2222  HISTORY     - Date     Condition        Report By
 GX2222  HISTORY     - 1935     MONUMENTED       CGS
 GX2222  HISTORY     - 1957     GOOD             NGS
 GX2222
 GX2222                          STATION DESCRIPTION
 GX2222
 GX2222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2222'AT EARLING.
 GX2222'AT EARLING, ABOUT 135 YARDS NORTHWEST ALONG STATE HIGHWAY 10
 GX2222'FROM CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY, AT THE NORTHWEST
 GX2222'END OF A GRASSY PLOT BETWEEN THE HIGHWAY AND RAILWAY, 25 FEET
 GX2222'NORTHEAST OF CENTER LINE OF HIGHWAY, 28 FEET SOUTHWEST OF
 GX2222'SOUTHWEST RAIL, 15 FEET SOUTH OF A TELEPHONE POLE, 10 1/2 FEET
 GX2222'SOUTHWEST OF A BRACE POLE TO POWER POLE NO. 854 C 122, ABOUT
 GX2222'1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GX2222'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0047 ***********************************************************************
 GY0047  DESIGNATION -  N 46
 GY0047  PID         -  GY0047
 GY0047  STATE/COUNTY-  WV/MINGO
 GY0047  USGS QUAD   -  NAUGATUCK (1975)
 GY0047
 GY0047                         *CURRENT SURVEY CONTROL
 GY0047  ___________________________________________________________________
 GY0047* NAD 83(1986)-  37 48 10.     (N)    082 22 29.     (W)     SCALED    
 GY0047* NAVD 88     -       193.313  (meters)     634.23   (feet)  ADJUSTED  
 GY0047  ___________________________________________________________________
 GY0047  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GY0047  DYNAMIC HT  -         193.171 (meters)     633.76  (feet)  COMP
 GY0047  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 GY0047
 GY0047  VERT ORDER  -  SECOND    CLASS 0
 GY0047
 GY0047.The horizontal coordinates were scaled from a topographic map and have
 GY0047.an estimated accuracy of +/- 6 seconds.
 GY0047
 GY0047.The orthometric height was determined by differential leveling
 GY0047.and adjusted by the National Geodetic Survey in June 1991..
 GY0047
 GY0047.The geoid height was determined by GEOID03.
 GY0047
 GY0047.The dynamic height is computed by dividing the NAVD 88
 GY0047.geopotential number by the normal gravity value computed on the
 GY0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0047.degrees latitude (g = 980.6199 gals.).
 GY0047
 GY0047.The modeled gravity was interpolated from observed gravity values.
 GY0047
 GY0047;                    North         East    Units  Estimated Accuracy
 GY0047;SPC WV S     -    90,000.      478,940.      MT  (+/- 180 meters Scaled)
 GY0047
 GY0047                          SUPERSEDED SURVEY CONTROL
 GY0047
 GY0047  NGVD 29 (??/??/92)  193.531  (m)          634.94   (f) ADJ UNCH    2 0
 GY0047
 GY0047.Superseded values are not recommended for survey control.
 GY0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0047.See file dsdata.txt to determine how the superseded data were derived.
 GY0047
 GY0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB789848(NAD 83)
 GY0047_MARKER: DB = BENCH MARK DISK
 GY0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0047_STAMPING: N 46 1935
 GY0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0047+STABILITY: SURFACE MOTION
 GY0047
 GY0047  HISTORY     - Date     Condition        Report By
 GY0047  HISTORY     - 1935     MONUMENTED       CGS
 GY0047  HISTORY     - 1942     GOOD             NGS
 GY0047
 GY0047                          STATION DESCRIPTION
 GY0047
 GY0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GY0047'1.9 MI NW FROM NAUGATUCK.
 GY0047'1.9 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0047'THE STATION AT NAUGATUCK, MINGO COUNTY, 9 RAILS SOUTHEAST OF
 GY0047'MILEPOST NA 2, 11.4 FEET WEST OF POLE E 24, 30 FEET NORTHWEST OF
 GY0047'A PRIVATE-ROAD CROSSING, 24 FEET SOUTHWEST OF THE SOUTHWEST
 GY0047'RAIL, 1 FOOT NORTHEAST OF A FENCE LINE, AND ABOUT 4 FEET BELOW
 GY0047'THE LEVEL OF THE RAIL.  A STANDARD DISK, STAMPED N 46 1935 AND
 GY0047'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0129 ***********************************************************************
 GY0129  DESIGNATION -  N 47
 GY0129  PID         -  GY0129
 GY0129  STATE/COUNTY-  WV/MINGO
 GY0129  USGS QUAD   -  MAJESTIC (1977)
 GY0129
 GY0129                         *CURRENT SURVEY CONTROL
 GY0129  ___________________________________________________________________
 GY0129* NAD 83(1986)-  37 33 25.     (N)    082 07 16.     (W)     SCALED    
 GY0129* NAVD 88     -       224.719  (meters)     737.27   (feet)  ADJUSTED  
 GY0129  ___________________________________________________________________
 GY0129  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY0129  DYNAMIC HT  -         224.547 (meters)     736.70  (feet)  COMP
 GY0129  MODELED GRAV-     979,861.1   (mgal)                       NAVD 88
 GY0129
 GY0129  VERT ORDER  -  SECOND    CLASS 0
 GY0129
 GY0129.The horizontal coordinates were scaled from a topographic map and have
 GY0129.an estimated accuracy of +/- 6 seconds.
 GY0129
 GY0129.The orthometric height was determined by differential leveling
 GY0129.and adjusted by the National Geodetic Survey in June 1991..
 GY0129
 GY0129.The geoid height was determined by GEOID03.
 GY0129
 GY0129.The dynamic height is computed by dividing the NAVD 88
 GY0129.geopotential number by the normal gravity value computed on the
 GY0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0129.degrees latitude (g = 980.6199 gals.).
 GY0129
 GY0129.The modeled gravity was interpolated from observed gravity values.
 GY0129
 GY0129;                    North         East    Units  Estimated Accuracy
 GY0129;SPC WV S     -    62,410.      500,940.      MT  (+/- 180 meters Scaled)
 GY0129
 GY0129                          SUPERSEDED SURVEY CONTROL
 GY0129
 GY0129  NGVD 29 (??/??/92)  224.934  (m)          737.97   (f) ADJ UNCH    2 0
 GY0129
 GY0129.Superseded values are not recommended for survey control.
 GY0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0129.See file dsdata.txt to determine how the superseded data were derived.
 GY0129
 GY0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB009572(NAD 83)
 GY0129_MARKER: DB = BENCH MARK DISK
 GY0129_SETTING: 66 = SET IN ROCK OUTCROP
 GY0129_SP_SET: CLIFF
 GY0129_STAMPING: N 47 1935
 GY0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0129+STABILITY: POSITION/ELEVATION WELL
 GY0129
 GY0129  HISTORY     - Date     Condition        Report By
 GY0129  HISTORY     - 1935     MONUMENTED       CGS
 GY0129
 GY0129                          STATION DESCRIPTION
 GY0129
 GY0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0129'0.6 MI SE FROM VULCAN.
 GY0129'0.6 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0129'STATION AT VULCAN, MINGO COUNTY, 0.5 MILE SOUTH OF MILEPOST N
 GY0129'452, 50 YARDS SOUTHWEST OF SEMAPHORE 4516, 33.5 FEET EAST OF THE
 GY0129'EAST RAIL, IN THE FACE OF A SAND-STONE CLIFF, AND ABOUT 3 FEET
 GY0129'ABOVE THE GROUND.  A STANDARD DISK, STAMPED N 47 1935 AND SET
 GY0129'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1282 ***********************************************************************
 GX1282  DESIGNATION -  N 49
 GX1282  PID         -  GX1282
 GX1282  STATE/COUNTY-  WV/MCDOWELL
 GX1282  USGS QUAD   -  KEYSTONE (1976)
 GX1282
 GX1282                         *CURRENT SURVEY CONTROL
 GX1282  ___________________________________________________________________
 GX1282* NAD 83(1986)-  37 24 18.     (N)    081 27 49.     (W)     SCALED    
 GX1282* NAVD 88     -       483.954  (meters)    1587.77   (feet)  ADJUSTED  
 GX1282  ___________________________________________________________________
 GX1282  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1282  DYNAMIC HT  -         483.544 (meters)    1586.43  (feet)  COMP
 GX1282  MODELED GRAV-     979,767.9   (mgal)                       NAVD 88
 GX1282
 GX1282  VERT ORDER  -  SECOND    CLASS 0
 GX1282
 GX1282.The horizontal coordinates were scaled from a topographic map and have
 GX1282.an estimated accuracy of +/- 6 seconds.
 GX1282
 GX1282.The orthometric height was determined by differential leveling
 GX1282.and adjusted by the National Geodetic Survey in June 1991..
 GX1282
 GX1282.The geoid height was determined by GEOID03.
 GX1282
 GX1282.The dynamic height is computed by dividing the NAVD 88
 GX1282.geopotential number by the normal gravity value computed on the
 GX1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1282.degrees latitude (g = 980.6199 gals.).
 GX1282
 GX1282.The modeled gravity was interpolated from observed gravity values.
 GX1282
 GX1282;                    North         East    Units  Estimated Accuracy
 GX1282;SPC WV S     -    45,050.      558,950.      MT  (+/- 180 meters Scaled)
 GX1282
 GX1282                          SUPERSEDED SURVEY CONTROL
 GX1282
 GX1282  NGVD 29 (??/??/92)  484.103  (m)         1588.26   (f) ADJ UNCH    2 0
 GX1282
 GX1282.Superseded values are not recommended for survey control.
 GX1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1282.See file dsdata.txt to determine how the superseded data were derived.
 GX1282
 GX1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB589399(NAD 83)
 GX1282_MARKER: DB = BENCH MARK DISK
 GX1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1282_STAMPING: N 49 1935
 GX1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1282+STABILITY: SURFACE MOTION
 GX1282
 GX1282  HISTORY     - Date     Condition        Report By
 GX1282  HISTORY     - 1935     MONUMENTED       CGS
 GX1282
 GX1282                          STATION DESCRIPTION
 GX1282
 GX1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1282'AT ECKMAN.
 GX1282'AT ECKMAN, MCDOWELL COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GX1282'ABOUT 100 YARDS SOUTHWEST OF THE STATION, 17 YARDS SOUTHEAST OF
 GX1282'THE SOUTHEAST RAIL, AT THE J.L. KING RESIDENCE IN 1935, 2 FEET
 GX1282'SOUTH OF THE NORTH FENCE CORNER, AND ABOUT 5 FEET BELOW THE LEVEL
 GX1282'OF THE RAIL.  A STANDARD DISK, STAMPED N 49 1935 AND SET IN THE
 GX1282'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0407 ***********************************************************************
 GY0407  DESIGNATION -  N 50
 GY0407  PID         -  GY0407
 GY0407  STATE/COUNTY-  WV/LOGAN
 GY0407  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0407
 GY0407                         *CURRENT SURVEY CONTROL
 GY0407  ___________________________________________________________________
 GY0407* NAD 83(1986)-  37 57 39.     (N)    082 01 05.     (W)     SCALED    
 GY0407* NAVD 88     -       197.056  (meters)     646.51   (feet)  ADJUSTED  
 GY0407  ___________________________________________________________________
 GY0407  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GY0407  DYNAMIC HT  -         196.913 (meters)     646.04  (feet)  COMP
 GY0407  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 GY0407
 GY0407  VERT ORDER  -  SECOND    CLASS 0
 GY0407
 GY0407.The horizontal coordinates were scaled from a topographic map and have
 GY0407.an estimated accuracy of +/- 6 seconds.
 GY0407
 GY0407.The orthometric height was determined by differential leveling
 GY0407.and adjusted by the National Geodetic Survey in June 1991..
 GY0407
 GY0407.The geoid height was determined by GEOID03.
 GY0407
 GY0407.The dynamic height is computed by dividing the NAVD 88
 GY0407.geopotential number by the normal gravity value computed on the
 GY0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0407.degrees latitude (g = 980.6199 gals.).
 GY0407
 GY0407.The modeled gravity was interpolated from observed gravity values.
 GY0407
 GY0407;                    North         East    Units  Estimated Accuracy
 GY0407;SPC WV S     -   107,130.      510,540.      MT  (+/- 180 meters Scaled)
 GY0407
 GY0407                          SUPERSEDED SURVEY CONTROL
 GY0407
 GY0407  NGVD 29 (??/??/92)  197.263  (m)          647.19   (f) ADJ UNCH    2 0
 GY0407
 GY0407.Superseded values are not recommended for survey control.
 GY0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0407.See file dsdata.txt to determine how the superseded data were derived.
 GY0407
 GY0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC105019(NAD 83)
 GY0407_MARKER: DB = BENCH MARK DISK
 GY0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0407_SP_SET: CULVERT
 GY0407_STAMPING: N 50 1935
 GY0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0407
 GY0407  HISTORY     - Date     Condition        Report By
 GY0407  HISTORY     - 1935     MONUMENTED       CGS
 GY0407  HISTORY     - 1957     GOOD             NGS
 GY0407
 GY0407                          STATION DESCRIPTION
 GY0407
 GY0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0407'0.8 MI S FROM CHAPMANVILLE.
 GY0407'ABOUT 0.8 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GY0407'FROM THE STATION AT CHAPMANVILLE, 199 YARDS SOUTHEAST OF MILE
 GY0407'POST 55, 17 FEET NORTHWEST OF CENTER OF CROSSING OF THE SOUTHWEST
 GY0407'TRACK AND A DRIVE SOUTHWEST TO A FARM HOUSE, IN THE TOP OF THE
 GY0407'SOUTHEAST END OF SOUTHWEST CONCRETE HEAD WALL OF A 2-FOOT CONCRETE
 GY0407'CULVERT UNDER TRACK, 14 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL OF
 GY0407'SOUTHWEST TRACK AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0409 ***********************************************************************
 GY0409  DESIGNATION -  N 50 X
 GY0409  PID         -  GY0409
 GY0409  STATE/COUNTY-  WV/LOGAN
 GY0409  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0409
 GY0409                         *CURRENT SURVEY CONTROL
 GY0409  ___________________________________________________________________
 GY0409* NAD 83(1986)-  37 58 23.     (N)    082 01 06.     (W)     SCALED    
 GY0409* NAVD 88     -       197.220  (meters)     647.05   (feet)  ADJUSTED  
 GY0409  ___________________________________________________________________
 GY0409  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GY0409  DYNAMIC HT  -         197.077 (meters)     646.58  (feet)  COMP
 GY0409  MODELED GRAV-     979,900.1   (mgal)                       NAVD 88
 GY0409
 GY0409  VERT ORDER  -  SECOND    CLASS 0
 GY0409
 GY0409.The horizontal coordinates were scaled from a topographic map and have
 GY0409.an estimated accuracy of +/- 6 seconds.
 GY0409
 GY0409.The orthometric height was determined by differential leveling
 GY0409.and adjusted by the National Geodetic Survey in June 1991..
 GY0409
 GY0409.The geoid height was determined by GEOID03.
 GY0409
 GY0409.The dynamic height is computed by dividing the NAVD 88
 GY0409.geopotential number by the normal gravity value computed on the
 GY0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0409.degrees latitude (g = 980.6199 gals.).
 GY0409
 GY0409.The modeled gravity was interpolated from observed gravity values.
 GY0409
 GY0409;                    North         East    Units  Estimated Accuracy
 GY0409;SPC WV S     -   108,490.      510,530.      MT  (+/- 180 meters Scaled)
 GY0409
 GY0409                          SUPERSEDED SURVEY CONTROL
 GY0409
 GY0409  NGVD 29 (??/??/92)  197.432  (m)          647.74   (f) ADJ UNCH    2 0
 GY0409
 GY0409.Superseded values are not recommended for survey control.
 GY0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0409.See file dsdata.txt to determine how the superseded data were derived.
 GY0409
 GY0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC105033(NAD 83)
 GY0409_MARKER: DB = BENCH MARK DISK
 GY0409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0409_SP_SET: BUILDING
 GY0409_STAMPING: N 50 X 1935
 GY0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0409+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2004
 GY0409
 GY0409  HISTORY     - Date     Condition        Report By
 GY0409  HISTORY     - 1935     MONUMENTED       CGS
 GY0409  HISTORY     - 1957     GOOD             NGS
 GY0409  HISTORY     - 20040105 GOOD             INDIV
 GY0409
 GY0409                          STATION DESCRIPTION
 GY0409
 GY0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0409'AT CHAPMANVILLE.
 GY0409'AT CHAPMANVILLE, ABOUT 0.1 MILE NORTH ALONG THE CHESAPEAKE
 GY0409'AND OHIO RAILWAY FROM THE STATION, 0.2 MILE SOUTH OF MILE POST
 GY0409'54, 79 FEET EAST OF EAST RAIL OF A SIDE TRACK, 94 FEET EAST OF
 GY0409'EAST RAIL OF EAST MAIN TRACK, SET VERTICALLY IN THE WEST FACE
 GY0409'OF A 1-STORY CONCRETE BLOCK RESIDENCE, 2 FEET NORTH OF SOUTHWEST
 GY0409'CORNER OF BUILDING, 2 FEET ABOVE GROUND AND ABOUT 1 FOOT BELOW
 GY0409'LEVEL OF TRACK.
 GY0409
 GY0409                          STATION RECOVERY (2004)
 GY0409
 GY0409'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JS)
 GY0409'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0528 ***********************************************************************
 HY0528  DESIGNATION -  N 51
 HY0528  PID         -  HY0528
 HY0528  STATE/COUNTY-  WV/CABELL
 HY0528  USGS QUAD   -  WEST HAMLIN (1989)
 HY0528
 HY0528                         *CURRENT SURVEY CONTROL
 HY0528  ___________________________________________________________________
 HY0528* NAD 83(1986)-  38 21 30.     (N)    082 13 23.     (W)     SCALED    
 HY0528* NAVD 88     -       176.183  (meters)     578.03   (feet)  ADJUSTED  
 HY0528  ___________________________________________________________________
 HY0528  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HY0528  DYNAMIC HT  -         176.062 (meters)     577.63  (feet)  COMP
 HY0528  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 HY0528
 HY0528  VERT ORDER  -  SECOND    CLASS 0
 HY0528
 HY0528.The horizontal coordinates were scaled from a topographic map and have
 HY0528.an estimated accuracy of +/- 6 seconds.
 HY0528
 HY0528.The orthometric height was determined by differential leveling
 HY0528.and adjusted by the National Geodetic Survey in June 1991..
 HY0528
 HY0528.The geoid height was determined by GEOID03.
 HY0528
 HY0528.The dynamic height is computed by dividing the NAVD 88
 HY0528.geopotential number by the normal gravity value computed on the
 HY0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0528.degrees latitude (g = 980.6199 gals.).
 HY0528
 HY0528.The modeled gravity was interpolated from observed gravity values.
 HY0528
 HY0528;                    North         East    Units  Estimated Accuracy
 HY0528;SPC WV S     -   151,470.      493,110.      MT  (+/- 180 meters Scaled)
 HY0528
 HY0528                          SUPERSEDED SURVEY CONTROL
 HY0528
 HY0528  NGVD 29 (??/??/92)  176.379  (m)          578.67   (f) ADJ UNCH    2 0
 HY0528
 HY0528.Superseded values are not recommended for survey control.
 HY0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0528.See file dsdata.txt to determine how the superseded data were derived.
 HY0528
 HY0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC931462(NAD 83)
 HY0528_MARKER: DB = BENCH MARK DISK
 HY0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0528_STAMPING: N 51 1935
 HY0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0528+STABILITY: SURFACE MOTION
 HY0528
 HY0528  HISTORY     - Date     Condition        Report By
 HY0528  HISTORY     - 1935     MONUMENTED       CGS
 HY0528  HISTORY     - 1956     MARK NOT FOUND   NGS
 HY0528
 HY0528                          STATION DESCRIPTION
 HY0528
 HY0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0528'0.3 MI S FROM ROACH.
 HY0528'0.3 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY0528'STATION AT ROACH, CABELL COUNTY, 146 YARDS NORTH MILEPOST B 12,
 HY0528'24 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 10, 22 FEET
 HY0528'EAST OF THE EAST RAIL, AND ONE FOOT HIGHER THAN THE TRACK.  A
 HY0528'STANDARD DISK, STAMPED N 51 1935 AND SET IN THE TOP OF A CONCRETE
 HY0528'POST.
 HY0528
 HY0528                          STATION RECOVERY (1956)
 HY0528
 HY0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HY0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1524 ***********************************************************************
 HW1524  DESIGNATION -  N 61
 HW1524  PID         -  HW1524
 HW1524  STATE/COUNTY-  WV/PENDLETON
 HW1524  USGS QUAD   -  FRANKLIN (1995)
 HW1524
 HW1524                         *CURRENT SURVEY CONTROL
 HW1524  ___________________________________________________________________
 HW1524* NAD 83(1986)-  38 40 14.     (N)    079 17 11.     (W)     SCALED    
 HW1524* NAVD 88     -       598.650  (meters)    1964.07   (feet)  ADJUSTED  
 HW1524  ___________________________________________________________________
 HW1524  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 HW1524  DYNAMIC HT  -         598.218 (meters)    1962.65  (feet)  COMP
 HW1524  MODELED GRAV-     979,886.7   (mgal)                       NAVD 88
 HW1524
 HW1524  VERT ORDER  -  SECOND    CLASS 0
 HW1524
 HW1524.The horizontal coordinates were scaled from a topographic map and have
 HW1524.an estimated accuracy of +/- 6 seconds.
 HW1524
 HW1524.The orthometric height was determined by differential leveling
 HW1524.and adjusted by the National Geodetic Survey in June 1991..
 HW1524
 HW1524.The geoid height was determined by GEOID03.
 HW1524
 HW1524.The dynamic height is computed by dividing the NAVD 88
 HW1524.geopotential number by the normal gravity value computed on the
 HW1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1524.degrees latitude (g = 980.6199 gals.).
 HW1524
 HW1524.The modeled gravity was interpolated from observed gravity values.
 HW1524
 HW1524;                    North         East    Units  Estimated Accuracy
 HW1524;SPC WV S     -   186,800.      749,120.      MT  (+/- 180 meters Scaled)
 HW1524
 HW1524                          SUPERSEDED SURVEY CONTROL
 HW1524
 HW1524  NGVD 29 (??/??/92)  598.770  (m)         1964.46   (f) ADJ UNCH    2 0
 HW1524
 HW1524.Superseded values are not recommended for survey control.
 HW1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1524.See file dsdata.txt to determine how the superseded data were derived.
 HW1524
 HW1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC490816(NAD 83)
 HW1524_MARKER: DB = BENCH MARK DISK
 HW1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1524_STAMPING: N 61 1935
 HW1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1524+STABILITY: SURFACE MOTION
 HW1524
 HW1524  HISTORY     - Date     Condition        Report By
 HW1524  HISTORY     - 1935     MONUMENTED       CGS
 HW1524  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1524
 HW1524                          STATION DESCRIPTION
 HW1524
 HW1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1524'4.2 MI NE FROM FRANKLIN.
 HW1524'4.2 MILES NORTHEAST ALONG U.S. HIGHWAY 33 FROM THE COUNTY COURTHOUSE
 HW1524'AT FRANKLIN, PENDLETON COUNTY, 0.1 MILE WEST OF A SCHOOLHOUSE,
 HW1524'33 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET NORTHWEST
 HW1524'OF AN 8-INCH PINE TREE, AND 6 FEET SOUTH OF A FENCE CORNER.  A
 HW1524'STANDARD DISK, STAMPED N 61 1935 AND SET IN THE TOP OF A CONCRETE
 HW1524'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1739 ***********************************************************************
 HX1739  DESIGNATION -  N 7 RESET 1973
 HX1739  PID         -  HX1739
 HX1739  STATE/COUNTY-  WV/KANAWHA
 HX1739  USGS QUAD   -  CLIO (1976)
 HX1739
 HX1739                         *CURRENT SURVEY CONTROL
 HX1739  ___________________________________________________________________
 HX1739* NAD 83(1986)-  38 31 35.     (N)    081 20 43.     (W)     SCALED    
 HX1739* NAVD 88     -       190.64   (+/-2cm)     625.5    (feet)  VERTCON   
 HX1739  ___________________________________________________________________
 HX1739  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HX1739
 HX1739  VERT ORDER  -  THIRD (See Below)
 HX1739
 HX1739.The horizontal coordinates were scaled from a topographic map and have
 HX1739.an estimated accuracy of +/- 6 seconds.
 HX1739
 HX1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX1739.The vertical order pertains to the NGVD 29 superseded value.
 HX1739
 HX1739.The geoid height was determined by GEOID03.
 HX1739
 HX1739;                    North         East    Units  Estimated Accuracy
 HX1739;SPC WV S     -   169,470.      569,890.      MT  (+/- 180 meters Scaled)
 HX1739
 HX1739                          SUPERSEDED SURVEY CONTROL
 HX1739
 HX1739  NGVD 29 (09/25/03)  190.81   (m)          626.0    (f) RESET       3  
 HX1739
 HX1739.Superseded values are not recommended for survey control.
 HX1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1739.See file dsdata.txt to determine how the superseded data were derived.
 HX1739
 HX1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC699642(NAD 83)
 HX1739_MARKER: DB = BENCH MARK DISK
 HX1739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1739_SP_SET: ABUTMENT
 HX1739_STAMPING: N 7 RESET 1973
 HX1739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1739
 HX1739  HISTORY     - Date     Condition        Report By
 HX1739  HISTORY     - 1973     MONUMENTED       WVHD
 HX1739
 HX1739                          STATION DESCRIPTION
 HX1739
 HX1739'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1973
 HX1739'4.1 MI N FROM CLENDENNIN.
 HX1739'4.1 MILES NORTH ALONG U.S. ROUTE 119 AND STATE HIGHWAY ROUTE 14
 HX1739'FROM THE POST OFFICE AT CLENDENNIN, ABOUT 74 YARDS SOUTH OF THE
 HX1739'CENTERLINE OF INTERSTATE HIGHWAY 79 (UNDER CONSTRUCTION),
 HX1739'ABOUT 55 YARDS EAST OF THE CENTERLINE OF U.S. ROUTE 119 (UNDER
 HX1739'CONSTRUCTION), ABOUT 6 YARDS SOUTH OF KANAWHA COUNTY ROUTE 119/3,
 HX1739'AT STONE ABUTMENT OF STEEL TRUSS BRIDGE OVER LEFT HAND CREEK AT
 HX1739'WELLFORD, SET IN TOP OF SOUTHEAST WING WALL OF EAST ABUTMENT OF
 HX1739'BRIDGE.  A STANDARD DISK, STAMPED N 7 RESET 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1000 ***********************************************************************
 JX1000  DESIGNATION -  N 76
 JX1000  PID         -  JX1000
 JX1000  STATE/COUNTY-  WV/WIRT
 JX1000  USGS QUAD   -  ELIZABETH (1975)
 JX1000
 JX1000                         *CURRENT SURVEY CONTROL
 JX1000  ___________________________________________________________________
 JX1000* NAD 83(1986)-  39 01 43.     (N)    081 24 25.     (W)     SCALED    
 JX1000* NAVD 88     -       216.827  (meters)     711.37   (feet)  ADJUSTED  
 JX1000  ___________________________________________________________________
 JX1000  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JX1000  DYNAMIC HT  -         216.689 (meters)     710.92  (feet)  COMP
 JX1000  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 JX1000
 JX1000  VERT ORDER  -  SECOND    CLASS 0
 JX1000
 JX1000.The horizontal coordinates were scaled from a topographic map and have
 JX1000.an estimated accuracy of +/- 6 seconds.
 JX1000
 JX1000.The orthometric height was determined by differential leveling
 JX1000.and adjusted by the National Geodetic Survey in June 1991..
 JX1000
 JX1000.The geoid height was determined by GEOID03.
 JX1000
 JX1000.The dynamic height is computed by dividing the NAVD 88
 JX1000.geopotential number by the normal gravity value computed on the
 JX1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1000.degrees latitude (g = 980.6199 gals.).
 JX1000
 JX1000.The modeled gravity was interpolated from observed gravity values.
 JX1000
 JX1000;                    North         East    Units  Estimated Accuracy
 JX1000;SPC WV N     -    60,440.      434,890.      MT  (+/- 180 meters Scaled)
 JX1000
 JX1000                          SUPERSEDED SURVEY CONTROL
 JX1000
 JX1000  NGVD 29 (??/??/92)  216.997  (m)          711.93   (f) ADJ UNCH    2 0
 JX1000
 JX1000.Superseded values are not recommended for survey control.
 JX1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1000.See file dsdata.txt to determine how the superseded data were derived.
 JX1000
 JX1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD647200(NAD 83)
 JX1000_MARKER: DB = BENCH MARK DISK
 JX1000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1000_SP_SET: CULVERT
 JX1000_STAMPING: N 76 1941
 JX1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1000
 JX1000  HISTORY     - Date     Condition        Report By
 JX1000  HISTORY     - 1941     MONUMENTED       CGS
 JX1000
 JX1000                          STATION DESCRIPTION
 JX1000
 JX1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JX1000'0.2 MI S FROM PALESTINE.
 JX1000'0.2 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 JX1000'PALESTINE, WIRT COUNTY, ABOUT 200 FEET NORTH OF THE SOUTH
 JX1000'CITY-LIMIT SIGN, AT A CULVERT, IN THE TOP OF THE NORTH END
 JX1000'OF THE WEST CONCRETE HEADWALL, 15.0 FEET WEST OF THE CENTERLINE
 JX1000'OF THE HIGHWAY, AND 2.0 FEET SOUTH OF A WHITE WOODEN POST
 JX1000'STENCILED USBM.  A STANDARD DISK, STAMPED N 76 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0731 ***********************************************************************
 JW0731  DESIGNATION -  N 77
 JW0731  PID         -  JW0731
 JW0731  STATE/COUNTY-  WV/GRANT
 JW0731  USGS QUAD   -  GORMAN (1981)
 JW0731
 JW0731                         *CURRENT SURVEY CONTROL
 JW0731  ___________________________________________________________________
 JW0731* NAD 83(1986)-  39 17 45.     (N)    079 19 48.     (W)     SCALED    
 JW0731* NAVD 88     -       802.283  (meters)    2632.16   (feet)  ADJUSTED  
 JW0731  ___________________________________________________________________
 JW0731  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JW0731  DYNAMIC HT  -         801.722 (meters)    2630.32  (feet)  COMP
 JW0731  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 JW0731
 JW0731  VERT ORDER  -  SECOND    CLASS 0
 JW0731
 JW0731.The horizontal coordinates were scaled from a topographic map and have
 JW0731.an estimated accuracy of +/- 6 seconds.
 JW0731
 JW0731.The orthometric height was determined by differential leveling
 JW0731.and adjusted by the National Geodetic Survey in June 1991..
 JW0731
 JW0731.The geoid height was determined by GEOID03.
 JW0731
 JW0731.The dynamic height is computed by dividing the NAVD 88
 JW0731.geopotential number by the normal gravity value computed on the
 JW0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0731.degrees latitude (g = 980.6199 gals.).
 JW0731
 JW0731.The modeled gravity was interpolated from observed gravity values.
 JW0731
 JW0731;                    North         East    Units  Estimated Accuracy
 JW0731;SPC WV N     -    88,370.      614,660.      MT  (+/- 180 meters Scaled)
 JW0731
 JW0731                          SUPERSEDED SURVEY CONTROL
 JW0731
 JW0731  NGVD 29 (??/??/92)  802.419  (m)         2632.60   (f) ADJ UNCH    2 0
 JW0731
 JW0731.Superseded values are not recommended for survey control.
 JW0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0731.See file dsdata.txt to determine how the superseded data were derived.
 JW0731
 JW0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD440509(NAD 83)
 JW0731_MARKER: DB = BENCH MARK DISK
 JW0731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0731_SP_SET: CULVERT
 JW0731_STAMPING: N 77 1941
 JW0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0731
 JW0731  HISTORY     - Date     Condition        Report By
 JW0731  HISTORY     - 1941     MONUMENTED       CGS
 JW0731
 JW0731                          STATION DESCRIPTION
 JW0731
 JW0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0731'0.9 MI E FROM GORMANIA.
 JW0731'ABOUT 0.9 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JW0731'AT GORMANIA, GRANT COUNTY, ABOUT 0.2 MILE EAST OF A WATERING PLACE,
 JW0731'AT A CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 JW0731'HEAD WALL, 16.7 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JW0731'AND 2.7 FEET WEST OF A WHITE WOODEN POST STENCILED U.S.B.M.  A
 JW0731'STANDARD DISK, STAMPED N 77 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3165 ***********************************************************************
 JV3165  DESIGNATION -  N 78
 JV3165  PID         -  JV3165
 JV3165  STATE/COUNTY-  WV/JEFFERSON
 JV3165  USGS QUAD   -  ROUND HILL (1981)
 JV3165
 JV3165                         *CURRENT SURVEY CONTROL
 JV3165  ___________________________________________________________________
 JV3165* NAD 83(1986)-  39 09 52.     (N)    077 50 22.     (W)     SCALED    
 JV3165* NAVD 88     -       189.052  (meters)     620.25   (feet)  ADJUSTED  
 JV3165  ___________________________________________________________________
 JV3165  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JV3165  DYNAMIC HT  -         188.936 (meters)     619.87  (feet)  COMP
 JV3165  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 JV3165
 JV3165  VERT ORDER  -  SECOND    CLASS 0
 JV3165
 JV3165.The horizontal coordinates were scaled from a topographic map and have
 JV3165.an estimated accuracy of +/- 6 seconds.
 JV3165
 JV3165.The orthometric height was determined by differential leveling
 JV3165.and adjusted by the National Geodetic Survey in June 1991..
 JV3165
 JV3165.The geoid height was determined by GEOID03.
 JV3165
 JV3165.The dynamic height is computed by dividing the NAVD 88
 JV3165.geopotential number by the normal gravity value computed on the
 JV3165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3165.degrees latitude (g = 980.6199 gals.).
 JV3165
 JV3165.The modeled gravity was interpolated from observed gravity values.
 JV3165
 JV3165;                    North         East    Units  Estimated Accuracy
 JV3165;SPC WV N     -    75,090.      743,500.      MT  (+/- 180 meters Scaled)
 JV3165
 JV3165                          SUPERSEDED SURVEY CONTROL
 JV3165
 JV3165  NGVD 29 (??/??/??)  189.259  (m)          620.93   (f) ADJUSTED    2 0
 JV3165
 JV3165.Superseded values are not recommended for survey control.
 JV3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3165.See file dsdata.txt to determine how the superseded data were derived.
 JV3165
 JV3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ546388(NAD 83)
 JV3165_MARKER: DB = BENCH MARK DISK
 JV3165_SETTING: 66 = SET IN ROCK OUTCROP
 JV3165_SP_SET: ROCK OUTCROP
 JV3165_STAMPING: N 78 1942
 JV3165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3165+STABILITY: POSITION/ELEVATION WELL
 JV3165
 JV3165  HISTORY     - Date     Condition        Report By
 JV3165  HISTORY     - 1942     MONUMENTED       CGS
 JV3165
 JV3165                          STATION DESCRIPTION
 JV3165
 JV3165'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3165'2 MI W FROM BLUEMONT.
 JV3165'IN JEFFERSON COUNTY, W. VA., ABOUT 2 MILES WEST ALONG STATE
 JV3165'HIGHWAY 7 FROM BLUEMONT, LOUDOUN COUNTY, VA., THENCE ABOUT 4.5
 JV3165'MILES NORTHEAST ALONG VIRGINIA STATE SECONDARY ROAD 643 AND A
 JV3165'COUNTRY ROAD, 43 FEET NORTHEAST OF THE JUNCTION OF A FARM LANE,
 JV3165'ABOUT 60 FEET EAST OF THE CENTER LINE OF THE COUNTRY ROAD, 54
 JV3165'FEET NORTH OF THE EAST GATEPOST OF A RAIL FENCE, ABOUT 35 FEET
 JV3165'WEST OF THE FENCE, AND IN A ROCK OUTCROP.  A STANDARD DISK,
 JV3165'STAMPED N 78 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0135 ***********************************************************************
 JX0135  DESIGNATION -  N 79
 JX0135  PID         -  JX0135
 JX0135  STATE/COUNTY-  WV/HARRISON
 JX0135  USGS QUAD   -  ROSEMONT (1976)
 JX0135
 JX0135                         *CURRENT SURVEY CONTROL
 JX0135  ___________________________________________________________________
 JX0135* NAD 83(1986)-  39 16 23.     (N)    080 12 55.     (W)     SCALED    
 JX0135* NAVD 88     -       312.668  (meters)    1025.81   (feet)  ADJUSTED  
 JX0135  ___________________________________________________________________
 JX0135  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JX0135  DYNAMIC HT  -         312.472 (meters)    1025.17  (feet)  COMP
 JX0135  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JX0135
 JX0135  VERT ORDER  -  FIRST     CLASS II
 JX0135
 JX0135.The horizontal coordinates were scaled from a topographic map and have
 JX0135.an estimated accuracy of +/- 6 seconds.
 JX0135
 JX0135.The orthometric height was determined by differential leveling
 JX0135.and adjusted by the National Geodetic Survey in June 1991..
 JX0135
 JX0135.The geoid height was determined by GEOID03.
 JX0135
 JX0135.The dynamic height is computed by dividing the NAVD 88
 JX0135.geopotential number by the normal gravity value computed on the
 JX0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0135.degrees latitude (g = 980.6199 gals.).
 JX0135
 JX0135.The modeled gravity was interpolated from observed gravity values.
 JX0135
 JX0135;                    North         East    Units  Estimated Accuracy
 JX0135;SPC WV N     -    86,070.      538,280.      MT  (+/- 180 meters Scaled)
 JX0135
 JX0135                          SUPERSEDED SURVEY CONTROL
 JX0135
 JX0135  NGVD 29 (??/??/92)  312.854  (m)         1026.42   (f) ADJ UNCH    1 2
 JX0135
 JX0135.Superseded values are not recommended for survey control.
 JX0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0135.See file dsdata.txt to determine how the superseded data were derived.
 JX0135
 JX0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND676473(NAD 83)
 JX0135_MARKER: Q = CHISELED SQUARE
 JX0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0135_SP_SET: SIGNAL BASE
 JX0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0135
 JX0135  HISTORY     - Date     Condition        Report By
 JX0135  HISTORY     - 1943     MONUMENTED       CGS
 JX0135  HISTORY     - 1956     GOOD             NGS
 JX0135
 JX0135                          STATION DESCRIPTION
 JX0135
 JX0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX0135'2.6 MI E FROM BRIDGEPORT.
 JX0135'2.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0135'STATION AT BRIDGEPORT, HARRISON COUNTY, 300 FEET SOUTHEAST OF
 JX0135'MILEPOST B 295-P 89, 200 FEET SOUTHEAST OF A ROAD CROSSING, AT
 JX0135'THE WEST END OF A DEEP CUT, 15 FEET SOUTHWEST OF THE CENTERLINE
 JX0135'OF A ROAD CROSSING, AT THE WEST END OF A DEEP CUT, 15 FEET
 JX0135'SOUTHWEST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A
 JX0135'PROJECTING ROCK OUTCROP, AND 2-1/2 FEET HIGHER THAN THE TRACK.
 JX0135'A STANDARD DISK, STAMPED N 79 1943.  NOTE-- USGS REPORTED
 JX0135'PROJECTING ROCK OUTCROP AND DISK APPEARS TO BE SLIDING SLIGHTLY.
 JX0135'WILL NOT REMAIN LONG IN THE PRESENT POSITION.  REFERENCE MARK
 JX0135'ESTABLISHED.  REFERENCE MARK IS 181 FEET WEST OF THE DISK IN
 JX0135'THE NORTHWEST ANGLE OF GRADE RAILROAD CROSSING, IN THE SOUTHEAST
 JX0135'CORNER OF THE CONCRETE BASE OF THE RAILROAD CROSSING SIGNAL.  A
 JX0135'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1453 ***********************************************************************
 HX1453  DESIGNATION -  N 8
 HX1453  PID         -  HX1453
 HX1453  STATE/COUNTY-  WV/GILMER
 HX1453  USGS QUAD   -  NORMANTOWN (1987)
 HX1453
 HX1453                         *CURRENT SURVEY CONTROL
 HX1453  ___________________________________________________________________
 HX1453* NAD 83(1986)-  38 51 18.     (N)    080 57 45.     (W)     SCALED    
 HX1453* NAVD 88     -       225.087  (meters)     738.47   (feet)  ADJUSTED  
 HX1453  ___________________________________________________________________
 HX1453  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HX1453  DYNAMIC HT  -         224.941 (meters)     737.99  (feet)  COMP
 HX1453  MODELED GRAV-     979,972.1   (mgal)                       NAVD 88
 HX1453
 HX1453  VERT ORDER  -  SECOND    CLASS 0
 HX1453
 HX1453.The horizontal coordinates were scaled from a topographic map and have
 HX1453.an estimated accuracy of +/- 6 seconds.
 HX1453
 HX1453.The orthometric height was determined by differential leveling
 HX1453.and adjusted by the National Geodetic Survey in June 1991..
 HX1453
 HX1453.The geoid height was determined by GEOID03.
 HX1453
 HX1453.The dynamic height is computed by dividing the NAVD 88
 HX1453.geopotential number by the normal gravity value computed on the
 HX1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1453.degrees latitude (g = 980.6199 gals.).
 HX1453
 HX1453.The modeled gravity was interpolated from observed gravity values.
 HX1453
 HX1453;                    North         East    Units  Estimated Accuracy
 HX1453;SPC WV S     -   205,890.      603,260.      MT  (+/- 180 meters Scaled)
 HX1453
 HX1453                          SUPERSEDED SURVEY CONTROL
 HX1453
 HX1453  NGVD 29 (??/??/92)  225.254  (m)          739.02   (f) ADJ UNCH    2 0
 HX1453
 HX1453.Superseded values are not recommended for survey control.
 HX1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1453.See file dsdata.txt to determine how the superseded data were derived.
 HX1453
 HX1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND032006(NAD 83)
 HX1453_MARKER: DB = BENCH MARK DISK
 HX1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1453_STAMPING: N 8 1933
 HX1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1453+STABILITY: SURFACE MOTION
 HX1453
 HX1453  HISTORY     - Date     Condition        Report By
 HX1453  HISTORY     - 1933     MONUMENTED       CGS
 HX1453
 HX1453                          STATION DESCRIPTION
 HX1453
 HX1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1453'0.7 MI E FROM LOCKNEY.
 HX1453'0.7 MILE EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HX1453'LOCKNEY, GILMER COUNTY, DIRECTLY BELOW AN OLD ABANDONED ROCK
 HX1453'QUARRY, 85 YARDS EAST OF THE EAST END OF A ROCK CUT, 15 YARDS
 HX1453'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 7 FEET HIGHER
 HX1453'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED N 8 1933 AND SET IN
 HX1453'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0246 ***********************************************************************
 JX0246  DESIGNATION -  N 80
 JX0246  PID         -  JX0246
 JX0246  STATE/COUNTY-  WV/HARRISON
 JX0246  USGS QUAD   -  SALEM (1976)
 JX0246
 JX0246                         *CURRENT SURVEY CONTROL
 JX0246  ___________________________________________________________________
 JX0246* NAD 83(1986)-  39 16 55.     (N)    080 33 26.     (W)     SCALED    
 JX0246* NAVD 88     -       320.550  (meters)    1051.67   (feet)  ADJUSTED  
 JX0246  ___________________________________________________________________
 JX0246  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JX0246  DYNAMIC HT  -         320.351 (meters)    1051.02  (feet)  COMP
 JX0246  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 JX0246
 JX0246  VERT ORDER  -  FIRST     CLASS II
 JX0246
 JX0246.The horizontal coordinates were scaled from a topographic map and have
 JX0246.an estimated accuracy of +/- 6 seconds.
 JX0246
 JX0246.The orthometric height was determined by differential leveling
 JX0246.and adjusted by the National Geodetic Survey in June 1991..
 JX0246.WARNING-Repeat measurements at this control monument indicate possible
 JX0246.vertical movement.
 JX0246
 JX0246.The geoid height was determined by GEOID03.
 JX0246
 JX0246.The dynamic height is computed by dividing the NAVD 88
 JX0246.geopotential number by the normal gravity value computed on the
 JX0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0246.degrees latitude (g = 980.6199 gals.).
 JX0246
 JX0246.The modeled gravity was interpolated from observed gravity values.
 JX0246
 JX0246;                    North         East    Units  Estimated Accuracy
 JX0246;SPC WV N     -    87,350.      508,790.      MT  (+/- 180 meters Scaled)
 JX0246
 JX0246                          SUPERSEDED SURVEY CONTROL
 JX0246
 JX0246  NGVD 29 (??/??/92)  320.696  (m)         1052.15   (f) ADJ UNCH    1 2
 JX0246
 JX0246.Superseded values are not recommended for survey control.
 JX0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0246.See file dsdata.txt to determine how the superseded data were derived.
 JX0246
 JX0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND381481(NAD 83)
 JX0246_MARKER: DB = BENCH MARK DISK
 JX0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0246_SP_SET: BUILDING
 JX0246_STAMPING: N 80 1943
 JX0246_MARK LOGO: CGS   
 JX0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0246
 JX0246  HISTORY     - Date     Condition        Report By
 JX0246  HISTORY     - 1943     MONUMENTED       CGS
 JX0246  HISTORY     - 1957     GOOD             NGS
 JX0246  HISTORY     - 1963     GOOD             NGS
 JX0246  HISTORY     - 1983     GOOD             NGS
 JX0246
 JX0246                          STATION DESCRIPTION
 JX0246
 JX0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0246'AT SALEM.
 JX0246'AT SALEM, SET VERTICALLY IN THE SOUTH BRICK FACE OF THE BALTIMORE
 JX0246'AND OHIO RAILROAD STATION, 24 1/2 FEET NORTH OF NORTH RAIL, 20
 JX0246'FEET WEST OF SOUTHEAST CORNER OF STATION, DIRECTLY ACROSS TRACK
 JX0246'FROM MILE POST B 316 AND 4 FEET ABOVE SIDE WALK.
 JX0246
 JX0246                          STATION RECOVERY (1963)
 JX0246
 JX0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0246'RECOVERED IN GOOD CONDITION.
 JX0246
 JX0246                          STATION RECOVERY (1983)
 JX0246
 JX0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0277 ***********************************************************************
 JX0277  DESIGNATION -  N 81
 JX0277  PID         -  JX0277
 JX0277  STATE/COUNTY-  WV/DODDRIDGE
 JX0277  USGS QUAD   -  PENNSBORO (1987)
 JX0277
 JX0277                         *CURRENT SURVEY CONTROL
 JX0277  ___________________________________________________________________
 JX0277* NAD 83(1986)-  39 16 33.     (N)    080 53 09.     (W)     SCALED    
 JX0277* NAVD 88     -       271.184  (meters)     889.71   (feet)  ADJUSTED  
 JX0277  ___________________________________________________________________
 JX0277  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JX0277  DYNAMIC HT  -         271.016 (meters)     889.16  (feet)  COMP
 JX0277  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 JX0277
 JX0277  VERT ORDER  -  FIRST     CLASS II
 JX0277
 JX0277.The horizontal coordinates were scaled from a topographic map and have
 JX0277.an estimated accuracy of +/- 6 seconds.
 JX0277
 JX0277.The orthometric height was determined by differential leveling
 JX0277.and adjusted by the National Geodetic Survey in June 1991..
 JX0277
 JX0277.The geoid height was determined by GEOID03.
 JX0277
 JX0277.The dynamic height is computed by dividing the NAVD 88
 JX0277.geopotential number by the normal gravity value computed on the
 JX0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0277.degrees latitude (g = 980.6199 gals.).
 JX0277
 JX0277.The modeled gravity was interpolated from observed gravity values.
 JX0277
 JX0277;                    North         East    Units  Estimated Accuracy
 JX0277;SPC WV N     -    87,050.      480,430.      MT  (+/- 180 meters Scaled)
 JX0277
 JX0277                          SUPERSEDED SURVEY CONTROL
 JX0277
 JX0277  NGVD 29 (??/??/92)  271.357  (m)          890.28   (f) ADJ UNCH    1 2
 JX0277
 JX0277.Superseded values are not recommended for survey control.
 JX0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0277.See file dsdata.txt to determine how the superseded data were derived.
 JX0277
 JX0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND098473(NAD 83)
 JX0277_MARKER: DB = BENCH MARK DISK
 JX0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0277_SP_SET: SIGNAL BASE
 JX0277_STAMPING: N 81 1943
 JX0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0277
 JX0277  HISTORY     - Date     Condition        Report By
 JX0277  HISTORY     - 1943     MONUMENTED       CGS
 JX0277
 JX0277                          STATION DESCRIPTION
 JX0277
 JX0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0277'5.2 MI E FROM PENNSBORO.
 JX0277'IN DODRIDGE COUNTY, 5.2 MILES EAST ALONG THE BALTIMORE AND
 JX0277'OHIO RAILROAD FROM THE STATION AT PENNSBORO, RITCHIE COUNTY,
 JX0277'0.5 MILE WEST OF THE STATION AT DUCKWORTH, 15 FEET EAST OF
 JX0277'POLE 336+25, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 JX0277'FOUNDATION OF A SWITCH SIGNAL, 10 FEET SOUTH OF THE CENTERLINE OF
 JX0277'THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0950 ***********************************************************************
 JX0950  DESIGNATION -  N 82
 JX0950  PID         -  JX0950
 JX0950  STATE/COUNTY-  WV/RITCHIE
 JX0950  USGS QUAD   -  CAIRO (1986)
 JX0950
 JX0950                         *CURRENT SURVEY CONTROL
 JX0950  ___________________________________________________________________
 JX0950* NAD 83(1986)-  39 12 14.     (N)    081 09 46.     (W)     SCALED    
 JX0950* NAVD 88     -       212.231  (meters)     696.29   (feet)  ADJUSTED  
 JX0950  ___________________________________________________________________
 JX0950  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX0950  DYNAMIC HT  -         212.100 (meters)     695.86  (feet)  COMP
 JX0950  MODELED GRAV-     980,004.2   (mgal)                       NAVD 88
 JX0950
 JX0950  VERT ORDER  -  FIRST     CLASS II
 JX0950
 JX0950.The horizontal coordinates were scaled from a topographic map and have
 JX0950.an estimated accuracy of +/- 6 seconds.
 JX0950
 JX0950.The orthometric height was determined by differential leveling
 JX0950.and adjusted by the National Geodetic Survey in June 1991..
 JX0950.WARNING-Repeat measurements at this control monument indicate possible
 JX0950.vertical movement.
 JX0950
 JX0950.The geoid height was determined by GEOID03.
 JX0950
 JX0950.The dynamic height is computed by dividing the NAVD 88
 JX0950.geopotential number by the normal gravity value computed on the
 JX0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0950.degrees latitude (g = 980.6199 gals.).
 JX0950
 JX0950.The modeled gravity was interpolated from observed gravity values.
 JX0950
 JX0950;                    North         East    Units  Estimated Accuracy
 JX0950;SPC WV N     -    79,470.      456,390.      MT  (+/- 180 meters Scaled)
 JX0950
 JX0950                          SUPERSEDED SURVEY CONTROL
 JX0950
 JX0950  NGVD 29 (??/??/92)  212.411  (m)          696.89   (f) ADJ UNCH    1 2
 JX0950
 JX0950.Superseded values are not recommended for survey control.
 JX0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0950.See file dsdata.txt to determine how the superseded data were derived.
 JX0950
 JX0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD859394(NAD 83)
 JX0950_MARKER: DB = BENCH MARK DISK
 JX0950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0950_SP_SET: CULVERT
 JX0950_STAMPING: N 82 1943
 JX0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0950
 JX0950  HISTORY     - Date     Condition        Report By
 JX0950  HISTORY     - 1943     MONUMENTED       CGS
 JX0950  HISTORY     - 1957     POOR             NGS
 JX0950
 JX0950                          STATION DESCRIPTION
 JX0950
 JX0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0950'0.4 MI SW FROM CAIRO.
 JX0950'ABOUT 0.4 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0950'FROM THE STATION AT CAIRO, IN THE TOP OF NORTHEAST END OF
 JX0950'SOUTHEAST CONCRETE HEAD WALL OF A 30-INCH IRON PIPE CULVERT UNDER
 JX0950'TRACK, 11 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, 22 FEET NORTHEAST
 JX0950'OF TELEPHONE POLE NO. 355+15, 1 FOOT SOUTHWEST OF NORTHEAST END
 JX0950'OF HEAD WALL AND 4 FEET BELOW LEVEL OF TRACK.  NOTE  THE CULVERT
 JX0950'IS SET IN A FILL AND FILL HAS WASHED AWAY FROM UNDER HEADWALL SO
 JX0950'THAT THE HEAD WALL IS NOW SUPPORTED BY PIPE CULVERT.  THE LEVELING
 JX0950'OF 1957 INDICATES THAT THIS MARK IS UNSTABLE AND IT SHOULD BE
 JX0950'USED WITH EXTREME CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1194 ***********************************************************************
 JX1194  DESIGNATION -  N 83
 JX1194  PID         -  JX1194
 JX1194  STATE/COUNTY-  WV/WOOD
 JX1194  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1194
 JX1194                         *CURRENT SURVEY CONTROL
 JX1194  ___________________________________________________________________
 JX1194* NAD 83(1986)-  39 12 38.     (N)    081 30 50.     (W)     SCALED    
 JX1194* NAVD 88     -       185.018  (meters)     607.01   (feet)  ADJUSTED  
 JX1194  ___________________________________________________________________
 JX1194  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1194  DYNAMIC HT  -         184.903 (meters)     606.64  (feet)  COMP
 JX1194  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 JX1194
 JX1194  VERT ORDER  -  FIRST     CLASS II
 JX1194
 JX1194.The horizontal coordinates were scaled from a topographic map and have
 JX1194.an estimated accuracy of +/- 6 seconds.
 JX1194
 JX1194.The orthometric height was determined by differential leveling
 JX1194.and adjusted by the National Geodetic Survey in June 1991..
 JX1194
 JX1194.The geoid height was determined by GEOID03.
 JX1194
 JX1194.The dynamic height is computed by dividing the NAVD 88
 JX1194.geopotential number by the normal gravity value computed on the
 JX1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1194.degrees latitude (g = 980.6199 gals.).
 JX1194
 JX1194.The modeled gravity was interpolated from observed gravity values.
 JX1194
 JX1194;                    North         East    Units  Estimated Accuracy
 JX1194;SPC WV N     -    80,830.      426,080.      MT  (+/- 180 meters Scaled)
 JX1194
 JX1194                          SUPERSEDED SURVEY CONTROL
 JX1194
 JX1194  NGVD 29 (??/??/92)  185.202  (m)          607.62   (f) ADJ UNCH    1 2
 JX1194
 JX1194.Superseded values are not recommended for survey control.
 JX1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1194.See file dsdata.txt to determine how the superseded data were derived.
 JX1194
 JX1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD556402(NAD 83)
 JX1194_MARKER: DB = BENCH MARK DISK
 JX1194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1194_SP_SET: BRIDGE
 JX1194_STAMPING: N 83 1943
 JX1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1194
 JX1194  HISTORY     - Date     Condition        Report By
 JX1194  HISTORY     - 1943     MONUMENTED       CGS
 JX1194  HISTORY     - 1958     MARK NOT FOUND   NGS
 JX1194  HISTORY     - 1963     GOOD             NGS
 JX1194  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX1194
 JX1194                          STATION DESCRIPTION
 JX1194
 JX1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX1194'1 MI NW FROM DAVISVILLE.
 JX1194'1.0 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1194'THE STATION AT DAVISVILLE, WOOD COUNTY, 250 FEET NORTHWEST OF
 JX1194'A DIRT-ROAD CROSSING, 110 FEET NORTHWEST OF MILEPOST P 6-B 378,
 JX1194'AT BRIDGE 51-1/2 IN THE TOP OF THE NORTHEAST END OF THE
 JX1194'SOUTHEAST STONE ABUTMENT, 18 FEET NORTHEAST OF THE CENTERLINE
 JX1194'OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 JX1194'STANDARD DISK, STAMPED N 83 1943.  NOTE-- USGS REPORTED ONLY
 JX1194'A LARGE CONCRETE TILE CULVERT WITHOUT HEADWALLS WAS FOUND IN
 JX1194'THIS AREA.
 JX1194
 JX1194                          STATION RECOVERY (1963)
 JX1194
 JX1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1194'RECOVERED IN GOOD CONDITION.
 JX1194
 JX1194                          STATION RECOVERY (1983)
 JX1194
 JX1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1194'NOT RECOVERED, BRIDGE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1183 ***********************************************************************
 JY1183  DESIGNATION -  N 84
 JY1183  PID         -  JY1183
 JY1183  STATE/COUNTY-  WV/MASON
 JY1183  USGS QUAD   -  POMEROY (1992)
 JY1183
 JY1183                         *CURRENT SURVEY CONTROL
 JY1183  ___________________________________________________________________
 JY1183* NAD 83(1986)-  39 01 07.     (N)    082 00 04.     (W)     SCALED    
 JY1183* NAVD 88     -       173.396  (meters)     568.88   (feet)  ADJUSTED  
 JY1183  ___________________________________________________________________
 JY1183  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JY1183  DYNAMIC HT  -         173.287 (meters)     568.53  (feet)  COMP
 JY1183  MODELED GRAV-     979,997.6   (mgal)                       NAVD 88
 JY1183
 JY1183  VERT ORDER  -  FIRST     CLASS II
 JY1183
 JY1183.The horizontal coordinates were scaled from a topographic map and have
 JY1183.an estimated accuracy of +/- 6 seconds.
 JY1183
 JY1183.The orthometric height was determined by differential leveling
 JY1183.and adjusted by the National Geodetic Survey in June 1991..
 JY1183
 JY1183.The geoid height was determined by GEOID03.
 JY1183
 JY1183.The dynamic height is computed by dividing the NAVD 88
 JY1183.geopotential number by the normal gravity value computed on the
 JY1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1183.degrees latitude (g = 980.6199 gals.).
 JY1183
 JY1183.The modeled gravity was interpolated from observed gravity values.
 JY1183
 JY1183;                    North         East    Units  Estimated Accuracy
 JY1183;SPC WV S     -   224,520.      513,300.      MT  (+/- 180 meters Scaled)
 JY1183
 JY1183                          SUPERSEDED SURVEY CONTROL
 JY1183
 JY1183  NGVD 29 (??/??/92)  173.60   (m)          569.6    (f) COMPUTED    1 2
 JY1183
 JY1183.Superseded values are not recommended for survey control.
 JY1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1183.See file dsdata.txt to determine how the superseded data were derived.
 JY1183
 JY1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD133193(NAD 83)
 JY1183_MARKER: DB = BENCH MARK DISK
 JY1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1183_STAMPING: N 84 1943
 JY1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1183+STABILITY: SURFACE MOTION
 JY1183
 JY1183  HISTORY     - Date     Condition        Report By
 JY1183  HISTORY     - 1943     MONUMENTED       CGS
 JY1183  HISTORY     - 1958     MARK NOT FOUND   NGS
 JY1183
 JY1183                          STATION DESCRIPTION
 JY1183
 JY1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY1183'1 MI NW FROM HARTFORD.
 JY1183'1.0 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JY1183'THE STATION AT HARTFORD, MASON COUNTY, 108 FEET SOUTHEAST
 JY1183'ACROSS THE TRACK FROM POLE 155+30, AT A DIRT-ROAD CROSSING,
 JY1183'29.5 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 12.5 FEET
 JY1183'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1.6 FEET NORTHWEST OF A
 JY1183'WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET LOWER THAN THE
 JY1183'TRACK.  A STANDARD DISK, STAMPED N 84 1943 AND SET IN THE TOP
 JY1183'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE--
 JY1183'CONSTRUCTION WORK ON NEW HIGHWAY ALONG THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1069 ***********************************************************************
 GX1069  DESIGNATION -  N 86
 GX1069  PID         -  GX1069
 GX1069  STATE/COUNTY-  WV/RALEIGH
 GX1069  USGS QUAD   -  ECCLES (1989)
 GX1069
 GX1069                         *CURRENT SURVEY CONTROL
 GX1069  ___________________________________________________________________
 GX1069* NAD 83(1986)-  37 46 28.     (N)    081 16 06.     (W)     SCALED    
 GX1069* NAVD 88     -       633.828  (meters)    2079.48   (feet)  ADJUSTED  
 GX1069  ___________________________________________________________________
 GX1069  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX1069  DYNAMIC HT  -         633.311 (meters)    2077.79  (feet)  COMP
 GX1069  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 GX1069
 GX1069  VERT ORDER  -  SECOND    CLASS 0
 GX1069
 GX1069.The horizontal coordinates were scaled from a topographic map and have
 GX1069.an estimated accuracy of +/- 6 seconds.
 GX1069
 GX1069.The orthometric height was determined by differential leveling
 GX1069.and adjusted by the National Geodetic Survey in June 1991..
 GX1069
 GX1069.The geoid height was determined by GEOID03.
 GX1069
 GX1069.The dynamic height is computed by dividing the NAVD 88
 GX1069.geopotential number by the normal gravity value computed on the
 GX1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1069.degrees latitude (g = 980.6199 gals.).
 GX1069
 GX1069.The modeled gravity was interpolated from observed gravity values.
 GX1069
 GX1069;                    North         East    Units  Estimated Accuracy
 GX1069;SPC WV S     -    85,990.      576,360.      MT  (+/- 180 meters Scaled)
 GX1069
 GX1069                          SUPERSEDED SURVEY CONTROL
 GX1069
 GX1069  NGVD 29 (??/??/92)  633.986  (m)         2080.00   (f) ADJ UNCH    2 0
 GX1069
 GX1069.Superseded values are not recommended for survey control.
 GX1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1069.See file dsdata.txt to determine how the superseded data were derived.
 GX1069
 GX1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB763808(NAD 83)
 GX1069_MARKER: DB = BENCH MARK DISK
 GX1069_SETTING: 80 = SET IN A BOULDER
 GX1069_SP_SET: ROCK CUT
 GX1069_STAMPING: N 86 1960
 GX1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1069+STABILITY: SURFACE MOTION
 GX1069
 GX1069  HISTORY     - Date     Condition        Report By
 GX1069  HISTORY     - 1960     MONUMENTED       CGS
 GX1069
 GX1069                          STATION DESCRIPTION
 GX1069
 GX1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1069'2.2 MI SW FROM HARPER.
 GX1069'ABOUT 2.15 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE OVERPASS
 GX1069'OVER THE VIRGINIAN RAILWAY AT HARPER, 0.15 MILE NORTH OF THE
 GX1069'CROSSING OF A PUBLIC ROAD, BETWEEN HIGHWAY 3 AND THE VIRGINIAN
 GX1069'RAILWAY, 15 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET
 GX1069'WEST OF THE WEST RAIL OF VIRGINIAN RAILWAY, 53 1/2 FEET SOUTHWEST
 GX1069'OF AND ACROSS THE TRACK FROM THE SOUTHWEST CORNER OF CONCRETE BASE
 GX1069'OF SIGNAL NO. 3985, 95 FEET SOUTH OF THE SOUTHEAST CORNER OF
 GX1069'SIGNAL NO. 3986, SET VERTICALLY IN THE EAST FACE OF A 3-FOOT-HIGH
 GX1069'SOLID ROCK CUT, 4 1/2 FEET ABOVE THE LEVEL OF THE GROUND, ABOUT
 GX1069'10 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ABOUT 3 FEET ABOVE
 GX1069'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1116 ***********************************************************************
 GX1116  DESIGNATION -  N 87
 GX1116  PID         -  GX1116
 GX1116  STATE/COUNTY-  WV/RALEIGH
 GX1116  USGS QUAD   -  SHADY SPRING (1976)
 GX1116
 GX1116                         *CURRENT SURVEY CONTROL
 GX1116  ___________________________________________________________________
 GX1116* NAD 83(1986)-  37 41 50.     (N)    081 04 55.     (W)     SCALED    
 GX1116* NAVD 88     -       829.224  (meters)    2720.55   (feet)  ADJUSTED  
 GX1116  ___________________________________________________________________
 GX1116  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX1116  DYNAMIC HT  -         828.513 (meters)    2718.21  (feet)  COMP
 GX1116  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 GX1116
 GX1116  VERT ORDER  -  SECOND    CLASS 0
 GX1116
 GX1116.The horizontal coordinates were scaled from a topographic map and have
 GX1116.an estimated accuracy of +/- 6 seconds.
 GX1116
 GX1116.The orthometric height was determined by differential leveling
 GX1116.and adjusted by the National Geodetic Survey in June 1991..
 GX1116
 GX1116.The geoid height was determined by GEOID03.
 GX1116
 GX1116.The dynamic height is computed by dividing the NAVD 88
 GX1116.geopotential number by the normal gravity value computed on the
 GX1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1116.degrees latitude (g = 980.6199 gals.).
 GX1116
 GX1116.The modeled gravity was interpolated from observed gravity values.
 GX1116
 GX1116;                    North         East    Units  Estimated Accuracy
 GX1116;SPC WV S     -    77,390.      592,770.      MT  (+/- 180 meters Scaled)
 GX1116
 GX1116                          SUPERSEDED SURVEY CONTROL
 GX1116
 GX1116  NGVD 29 (??/??/92)  829.357  (m)         2720.98   (f) ADJ UNCH    2 0
 GX1116
 GX1116.Superseded values are not recommended for survey control.
 GX1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1116.See file dsdata.txt to determine how the superseded data were derived.
 GX1116
 GX1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB927722(NAD 83)
 GX1116_MARKER: DB = BENCH MARK DISK
 GX1116_SETTING: 66 = SET IN ROCK OUTCROP
 GX1116_SP_SET: ROCK CUT
 GX1116_STAMPING: N 87 1960
 GX1116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1116+STABILITY: POSITION/ELEVATION WELL
 GX1116
 GX1116  HISTORY     - Date     Condition        Report By
 GX1116  HISTORY     - 1960     MONUMENTED       CGS
 GX1116
 GX1116                          STATION DESCRIPTION
 GX1116
 GX1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1116'1.1 MI SE FROM SHADY SPRING.
 GX1116'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 GX1116'OF U.S. HIGHWAYS 19 AND 21 AT SHADY SPRING, 87 YARDS
 GX1116'EAST-SOUTHEAST OF THE BOTTOM OF GRADES AND AN 8-FOOT CONCRETE
 GX1116'BRIDGE ON STONE ABUTMENTS OVER A CREEK BRANCH, 44 YARDS NORTHWEST
 GX1116'OF THE CENTER OF JUNCTION OF BLACK TOP ROAD 27 LEADING NORTHEAST
 GX1116'TO PLUTO AND ABRAHAM, 26 FEET SOUTHWEST OF THE CENTER LINE OF
 GX1116'HIGHWAY 3, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK IN ROCK
 GX1116'CUT, ABOUT RIGHT ANGLE ACROSS THE HIGHWAY FROM POWER LINE POLE 923
 GX1116'B 2 LO 630 41, AND 5 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0198 ***********************************************************************
 JX0198  DESIGNATION -  N 9
 JX0198  PID         -  JX0198
 JX0198  STATE/COUNTY-  WV/HARRISON
 JX0198  USGS QUAD   -  WEST MILFORD (1976)
 JX0198
 JX0198                         *CURRENT SURVEY CONTROL
 JX0198  ___________________________________________________________________
 JX0198* NAD 83(1986)-  39 07 53.     (N)    080 22 45.     (W)     SCALED    
 JX0198* NAVD 88     -       338.374  (meters)    1110.15   (feet)  ADJUSTED  
 JX0198  ___________________________________________________________________
 JX0198  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JX0198  DYNAMIC HT  -         338.158 (meters)    1109.44  (feet)  COMP
 JX0198  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 JX0198
 JX0198  VERT ORDER  -  SECOND    CLASS 0
 JX0198
 JX0198.The horizontal coordinates were scaled from a topographic map and have
 JX0198.an estimated accuracy of +/- 6 seconds.
 JX0198
 JX0198.The orthometric height was determined by differential leveling
 JX0198.and adjusted by the National Geodetic Survey in June 1991..
 JX0198
 JX0198.The geoid height was determined by GEOID03.
 JX0198
 JX0198.The dynamic height is computed by dividing the NAVD 88
 JX0198.geopotential number by the normal gravity value computed on the
 JX0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0198.degrees latitude (g = 980.6199 gals.).
 JX0198
 JX0198.The modeled gravity was interpolated from observed gravity values.
 JX0198
 JX0198;                    North         East    Units  Estimated Accuracy
 JX0198;SPC WV N     -    70,470.      523,990.      MT  (+/- 180 meters Scaled)
 JX0198
 JX0198                          SUPERSEDED SURVEY CONTROL
 JX0198
 JX0198  NGVD 29 (??/??/92)  338.550  (m)         1110.73   (f) ADJ UNCH    2 0
 JX0198
 JX0198.Superseded values are not recommended for survey control.
 JX0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0198.See file dsdata.txt to determine how the superseded data were derived.
 JX0198
 JX0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND536315(NAD 83)
 JX0198_MARKER: DB = BENCH MARK DISK
 JX0198_SETTING: 66 = SET IN ROCK OUTCROP
 JX0198_SP_SET: LEDGE
 JX0198_STAMPING: N 9 1933
 JX0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0198+STABILITY: POSITION/ELEVATION WELL
 JX0198
 JX0198  HISTORY     - Date     Condition        Report By
 JX0198  HISTORY     - 1933     MONUMENTED       CGS
 JX0198  HISTORY     - 1951     GOOD             NGS
 JX0198
 JX0198                          STATION DESCRIPTION
 JX0198
 JX0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JX0198'2.6 MI NE FROM JANE LEW.
 JX0198'IN HARRISON COUNTY, 2.6 MILES NORTHEAST ALONG THE BALTIMORE AND
 JX0198'OHIO RAILROAD FROM THE STATION AT JANE LEW, LEWIS COUNTY, 22 RAILS
 JX0198'NORTHEAST OF THE FLAG STATION AT MC WHORTER, 2 RAILS NORTH
 JX0198'OF THE CENTER OF A CONCRETE ROAD CROSSING, 9 FEET EAST OF THE
 JX0198'CENTERLINE OF THE TRACK, IN THE TOP OF A ROCK LEDGE, AND 1 FOOT
 JX0198'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED N 9 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1041 ***********************************************************************
 JX1041  DESIGNATION -  N 91
 JX1041  PID         -  JX1041
 JX1041  STATE/COUNTY-  WV/WIRT
 JX1041  USGS QUAD   -  ELIZABETH (1975)
 JX1041
 JX1041                         *CURRENT SURVEY CONTROL
 JX1041  ___________________________________________________________________
 JX1041* NAD 83(1986)-  39 03 46.     (N)    081 27 50.     (W)     SCALED    
 JX1041* NAVD 88     -       201.543  (meters)     661.23   (feet)  ADJUSTED  
 JX1041  ___________________________________________________________________
 JX1041  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JX1041  DYNAMIC HT  -         201.415 (meters)     660.81  (feet)  COMP
 JX1041  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 JX1041
 JX1041  VERT ORDER  -  SECOND    CLASS 0
 JX1041
 JX1041.The horizontal coordinates were scaled from a topographic map and have
 JX1041.an estimated accuracy of +/- 6 seconds.
 JX1041
 JX1041.The orthometric height was determined by differential leveling
 JX1041.and adjusted by the National Geodetic Survey in June 1991..
 JX1041
 JX1041.The geoid height was determined by GEOID03.
 JX1041
 JX1041.The dynamic height is computed by dividing the NAVD 88
 JX1041.geopotential number by the normal gravity value computed on the
 JX1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1041.degrees latitude (g = 980.6199 gals.).
 JX1041
 JX1041.The modeled gravity was interpolated from observed gravity values.
 JX1041
 JX1041;                    North         East    Units  Estimated Accuracy
 JX1041;SPC WV N     -    64,340.      430,040.      MT  (+/- 180 meters Scaled)
 JX1041
 JX1041                          SUPERSEDED SURVEY CONTROL
 JX1041
 JX1041  NGVD 29 (??/??/92)  201.721  (m)          661.81   (f) ADJ UNCH    2 0
 JX1041
 JX1041.Superseded values are not recommended for survey control.
 JX1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1041.See file dsdata.txt to determine how the superseded data were derived.
 JX1041
 JX1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD598238(NAD 83)
 JX1041_MARKER: DB = BENCH MARK DISK
 JX1041_SETTING: 80 = SET IN A BOULDER
 JX1041_SP_SET: BOULDER
 JX1041_STAMPING: N 91 1956
 JX1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1041+STABILITY: SURFACE MOTION
 JX1041
 JX1041  HISTORY     - Date     Condition        Report By
 JX1041  HISTORY     - 1956     MONUMENTED       CGS
 JX1041
 JX1041                          STATION DESCRIPTION
 JX1041
 JX1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1041'4.7 MI W FROM ELIZABETH.
 JX1041'0.75 MILE WEST ALONG STATE HIGHWAY 14 FROM THE COURT HOUSE AT
 JX1041'ELIZABETH, THENCE ABOUT 3.95 MILES WEST ALONG A BLACK TOP ROAD
 JX1041'(TUCKER CREEK ROAD), NORTHEAST AND ACROSS ROAD FROM A 2-STORY
 JX1041'FARM HOUSE, 50 FEET NORTH OF CENTER LINE OF TUCKER CREEK ROAD, 4
 JX1041'FEET NORTHWEST OF CENTER OF A SMALL CREEK BRANCH, SET VERTICALLY ABOUT
 JX1041'3 1/2 FEET ABOVE CREEK BED IN THE SOUTHEAST FACE OF A 4-FOOT HIGH
 JX1041'SLANTING EMBEDDED BOULDER, 44 1/2 FEET NORTHEAST OF NORTH END
 JX1041'OF A PIPE CULVERT UNDER ROAD, AND ABOUT 3 FEET ABOVE LEVEL OF
 JX1041'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2692 ***********************************************************************
 HX2692  DESIGNATION -  N 92
 HX2692  PID         -  HX2692
 HX2692  STATE/COUNTY-  WV/WIRT
 HX2692  USGS QUAD   -  LIVERPOOL (1975)
 HX2692
 HX2692                         *CURRENT SURVEY CONTROL
 HX2692  ___________________________________________________________________
 HX2692* NAD 83(1986)-  38 59 10.     (N)    081 32 01.     (W)     SCALED    
 HX2692* NAVD 88     -       320.051  (meters)    1050.03   (feet)  ADJUSTED  
 HX2692  ___________________________________________________________________
 HX2692  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HX2692  DYNAMIC HT  -         319.847 (meters)    1049.36  (feet)  COMP
 HX2692  MODELED GRAV-     979,982.5   (mgal)                       NAVD 88
 HX2692
 HX2692  VERT ORDER  -  SECOND    CLASS 0
 HX2692
 HX2692.The horizontal coordinates were scaled from a topographic map and have
 HX2692.an estimated accuracy of +/- 6 seconds.
 HX2692
 HX2692.The orthometric height was determined by differential leveling
 HX2692.and adjusted by the National Geodetic Survey in June 1991..
 HX2692
 HX2692.The geoid height was determined by GEOID03.
 HX2692
 HX2692.The dynamic height is computed by dividing the NAVD 88
 HX2692.geopotential number by the normal gravity value computed on the
 HX2692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2692.degrees latitude (g = 980.6199 gals.).
 HX2692
 HX2692.The modeled gravity was interpolated from observed gravity values.
 HX2692
 HX2692;                    North         East    Units  Estimated Accuracy
 HX2692;SPC WV N     -    55,960.      423,820.      MT  (+/- 180 meters Scaled)
 HX2692
 HX2692                          SUPERSEDED SURVEY CONTROL
 HX2692
 HX2692  NGVD 29 (??/??/92)  320.226  (m)         1050.61   (f) ADJ UNCH    2 0
 HX2692
 HX2692.Superseded values are not recommended for survey control.
 HX2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2692.See file dsdata.txt to determine how the superseded data were derived.
 HX2692
 HX2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD537153(NAD 83)
 HX2692_MARKER: DB = BENCH MARK DISK
 HX2692_SETTING: 66 = SET IN ROCK OUTCROP
 HX2692_SP_SET: ROCK CUT
 HX2692_STAMPING: N 92 1956
 HX2692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2692+STABILITY: POSITION/ELEVATION WELL
 HX2692
 HX2692  HISTORY     - Date     Condition        Report By
 HX2692  HISTORY     - 1956     MONUMENTED       CGS
 HX2692
 HX2692                          STATION DESCRIPTION
 HX2692
 HX2692'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2692'3.8 MI S FROM WINDY.
 HX2692'ABOUT 3.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX2692'AND ROAD JUNCTION AT WINDY, ABOUT 1.1 MILES NORTH OF UNION CHAPEL
 HX2692'METHODIST CHURCH AND CEMETERY, ABOUT 0.45 MILE NORTH OF JUNCTION
 HX2692'OF A ROAD SOUTHEAST AND DOWNHILL, ALONG WIRT-JACKSON COUNTY LINE,
 HX2692'ABOUT 0.1 MILE SOUTHWEST OF JUNCTION OF A ROAD LEADING WEST AND
 HX2692'DOWNHILL, 13 FEET NORTHWEST OF CENTER LINE OF ROAD, SET VERTICALLY
 HX2692'IN THE SOUTHEAST FACE OF A 1-FOOT HIGH LAYER OF ROCK IN A ROCKY
 HX2692'CUT AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2489 ***********************************************************************
 HX2489  DESIGNATION -  N 93
 HX2489  PID         -  HX2489
 HX2489  STATE/COUNTY-  WV/ROANE
 HX2489  USGS QUAD   -  GAY (1987)
 HX2489
 HX2489                         *CURRENT SURVEY CONTROL
 HX2489  ___________________________________________________________________
 HX2489* NAD 83(1986)-  38 49 22.     (N)    081 30 23.     (W)     SCALED    
 HX2489* NAVD 88     -       237.406  (meters)     778.89   (feet)  ADJUSTED  
 HX2489  ___________________________________________________________________
 HX2489  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HX2489  DYNAMIC HT  -         237.250 (meters)     778.38  (feet)  COMP
 HX2489  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 HX2489
 HX2489  VERT ORDER  -  SECOND    CLASS 0
 HX2489
 HX2489.The horizontal coordinates were scaled from a topographic map and have
 HX2489.an estimated accuracy of +/- 6 seconds.
 HX2489
 HX2489.The orthometric height was determined by differential leveling
 HX2489.and adjusted by the National Geodetic Survey in June 1991..
 HX2489
 HX2489.The geoid height was determined by GEOID03.
 HX2489
 HX2489.The dynamic height is computed by dividing the NAVD 88
 HX2489.geopotential number by the normal gravity value computed on the
 HX2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2489.degrees latitude (g = 980.6199 gals.).
 HX2489
 HX2489.The modeled gravity was interpolated from observed gravity values.
 HX2489
 HX2489;                    North         East    Units  Estimated Accuracy
 HX2489;SPC WV S     -   202,440.      556,030.      MT  (+/- 180 meters Scaled)
 HX2489
 HX2489                          SUPERSEDED SURVEY CONTROL
 HX2489
 HX2489  NGVD 29 (??/??/92)  237.572  (m)          779.43   (f) ADJ UNCH    2 0
 HX2489
 HX2489.Superseded values are not recommended for survey control.
 HX2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2489.See file dsdata.txt to determine how the superseded data were derived.
 HX2489
 HX2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC560972(NAD 83)
 HX2489_MARKER: DB = BENCH MARK DISK
 HX2489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2489_SP_SET: CULVERT
 HX2489_STAMPING: N 93 1956
 HX2489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2489
 HX2489  HISTORY     - Date     Condition        Report By
 HX2489  HISTORY     - 1956     MONUMENTED       CGS
 HX2489
 HX2489                          STATION DESCRIPTION
 HX2489
 HX2489'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2489'1.6 MI E FROM MARSHALL.
 HX2489'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE BRIDGE
 HX2489'OVER BUFFALO CREEK AT MARSHALL, AT THE EAST END OF A CURVE IN
 HX2489'HIGHWAY WITH TANGENTS EXTENDING EAST AND NORTHWEST, IN THE
 HX2489'TOP OF THE WEST END OF THE NORTH HEAD WALL OF A 3-FOOT BOX CULVERT
 HX2489'UNDER HIGHWAY, 21 FEET NORTH OF CENTER LINE OF HIGHWAY,
 HX2489'NORTHEAST AND ACROSS HIGHWAY FROM TELEPHONE POLE NO. 267/133,
 HX2489'AND ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2518 ***********************************************************************
 HX2518  DESIGNATION -  N 94
 HX2518  PID         -  HX2518
 HX2518  STATE/COUNTY-  WV/JACKSON
 HX2518  USGS QUAD   -  KENTUCK (1975)
 HX2518
 HX2518                         *CURRENT SURVEY CONTROL
 HX2518  ___________________________________________________________________
 HX2518* NAD 83(1986)-  38 39 38.     (N)    081 32 16.     (W)     SCALED    
 HX2518* NAVD 88     -       298.225  (meters)     978.43   (feet)  ADJUSTED  
 HX2518  ___________________________________________________________________
 HX2518  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX2518  DYNAMIC HT  -         298.026 (meters)     977.77  (feet)  COMP
 HX2518  MODELED GRAV-     979,950.8   (mgal)                       NAVD 88
 HX2518
 HX2518  VERT ORDER  -  SECOND    CLASS 0
 HX2518
 HX2518.The horizontal coordinates were scaled from a topographic map and have
 HX2518.an estimated accuracy of +/- 6 seconds.
 HX2518
 HX2518.The orthometric height was determined by differential leveling
 HX2518.and adjusted by the National Geodetic Survey in June 1991..
 HX2518
 HX2518.The geoid height was determined by GEOID03.
 HX2518
 HX2518.The dynamic height is computed by dividing the NAVD 88
 HX2518.geopotential number by the normal gravity value computed on the
 HX2518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2518.degrees latitude (g = 980.6199 gals.).
 HX2518
 HX2518.The modeled gravity was interpolated from observed gravity values.
 HX2518
 HX2518;                    North         East    Units  Estimated Accuracy
 HX2518;SPC WV S     -   184,440.      553,200.      MT  (+/- 180 meters Scaled)
 HX2518
 HX2518                          SUPERSEDED SURVEY CONTROL
 HX2518
 HX2518  NGVD 29 (??/??/92)  298.400  (m)          979.00   (f) ADJ UNCH    2 0
 HX2518
 HX2518.Superseded values are not recommended for survey control.
 HX2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2518.See file dsdata.txt to determine how the superseded data were derived.
 HX2518
 HX2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC532792(NAD 83)
 HX2518_MARKER: DB = BENCH MARK DISK
 HX2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2518_STAMPING: N 94 1956
 HX2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2518+STABILITY: SURFACE MOTION
 HX2518
 HX2518  HISTORY     - Date     Condition        Report By
 HX2518  HISTORY     - 1956     MONUMENTED       CGS
 HX2518
 HX2518                          STATION DESCRIPTION
 HX2518
 HX2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2518'5.5 MI SW FROM HARMONY.
 HX2518'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM BRIDGE OVER
 HX2518'COX FORK AT HARMONY, THENCE ABOUT 1.1 MILES NORTHWEST ALONG A
 HX2518'GRAVEL ROAD, THENCE ABOUT 2.45 MILES SOUTHWEST ALONG A ROAD THRU
 HX2518'HIGBY RUN, THENCE ABOUT 0.15 MILE NORTHWEST ALONG A GRAVEL ROAD
 HX2518'FOLLOWING RIDGE, THENCE ABOUT 1.6 MILES SOUTHWEST ALONG A
 HX2518'DIRT ROAD, ABOUT 0.15 MILE SOUTH-SOUTHWEST OF THE TOP OF A GRADE,
 HX2518'ABOUT 78 YARDS SOUTH OF BREAK IN GRADE, 16 FEET EAST-NORTHEAST
 HX2518'OF CENTER LINE OF DIRT ROAD, 2 FEET WEST-SOUTHWEST OF A FENCE
 HX2518'LINE, 2 FEET EAST-NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HX2518'1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HX2518'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1805 ***********************************************************************
 HX1805  DESIGNATION -  N 95
 HX1805  PID         -  HX1805
 HX1805  STATE/COUNTY-  WV/KANAWHA
 HX1805  USGS QUAD   -  KETTLE (1975)
 HX1805
 HX1805                         *CURRENT SURVEY CONTROL
 HX1805  ___________________________________________________________________
 HX1805* NAD 83(1986)-  38 32 54.     (N)    081 29 36.     (W)     SCALED    
 HX1805* NAVD 88     -       269.334  (meters)     883.64   (feet)  ADJUSTED  
 HX1805  ___________________________________________________________________
 HX1805  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HX1805  DYNAMIC HT  -         269.150 (meters)     883.04  (feet)  COMP
 HX1805  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 HX1805
 HX1805  VERT ORDER  -  SECOND    CLASS 0
 HX1805
 HX1805.The horizontal coordinates were scaled from a topographic map and have
 HX1805.an estimated accuracy of +/- 6 seconds.
 HX1805
 HX1805.The orthometric height was determined by differential leveling
 HX1805.and adjusted by the National Geodetic Survey in June 1991..
 HX1805
 HX1805.The geoid height was determined by GEOID03.
 HX1805
 HX1805.The dynamic height is computed by dividing the NAVD 88
 HX1805.geopotential number by the normal gravity value computed on the
 HX1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1805.degrees latitude (g = 980.6199 gals.).
 HX1805
 HX1805.The modeled gravity was interpolated from observed gravity values.
 HX1805
 HX1805;                    North         East    Units  Estimated Accuracy
 HX1805;SPC WV S     -   171,960.      557,000.      MT  (+/- 180 meters Scaled)
 HX1805
 HX1805                          SUPERSEDED SURVEY CONTROL
 HX1805
 HX1805  NGVD 29 (??/??/92)  269.509  (m)          884.21   (f) ADJ UNCH    2 0
 HX1805
 HX1805.Superseded values are not recommended for survey control.
 HX1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1805.See file dsdata.txt to determine how the superseded data were derived.
 HX1805
 HX1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC570667(NAD 83)
 HX1805_MARKER: DB = BENCH MARK DISK
 HX1805_SETTING: 66 = SET IN ROCK OUTCROP
 HX1805_SP_SET: ROCK CUT
 HX1805_STAMPING: N 95 1956
 HX1805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1805+STABILITY: POSITION/ELEVATION WELL
 HX1805
 HX1805  HISTORY     - Date     Condition        Report By
 HX1805  HISTORY     - 1956     MONUMENTED       CGS
 HX1805
 HX1805                          STATION DESCRIPTION
 HX1805
 HX1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1805'2 MI S FROM KETTLE.
 HX1805'2.05 MILES SOUTH ALONG A ROAD LEADING TO FRAME FROM THE POST
 HX1805'OFFICE AND STORE AT KETTLE, ABOUT 0.3 MILE NORTH OF THE TOP OF A
 HX1805'GRADE, ABOUT 98 YARDS SOUTHEAST AND UPHILL FROM A 50-INCH
 HX1805'CORRUGATED PIPE CULVERT AND A SHARP CURVE IN ROAD, 11 FEET
 HX1805'SOUTHWEST OF CENTER LINE OF ROAD, NEAR THE CENTER OF A ROCKY
 HX1805'CUT, BELOW TELEPHONE POLE NO. 81-88 WHICH IS ON TOP OF CUT BANK,
 HX1805'SET VERTICALLY ABOUT 2 1/2 FEET ABOVE BOTTOM OF DITCH IN THE
 HX1805'NORTHEAST FACE OF LAYERED ROCK IN CUT AND ABOUT 1 FOOT ABOVE
 HX1805'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2074 ***********************************************************************
 HX2074  SACS        -  This is a Secondary Airport Control Station.
 HX2074  DESIGNATION -  N 96
 HX2074  PID         -  HX2074
 HX2074  STATE/COUNTY-  WV/KANAWHA
 HX2074  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2074
 HX2074                         *CURRENT SURVEY CONTROL
 HX2074  ___________________________________________________________________
 HX2074* NAD 83(1995)-  38 22 14.28972(N)    081 35 49.17636(W)     ADJUSTED  
 HX2074* NAVD 88     -       289.404  (meters)     949.49   (feet)  ADJUSTED  
 HX2074  ___________________________________________________________________
 HX2074  X           -     731,726.428 (meters)                     COMP
 HX2074  Y           -  -4,953,443.034 (meters)                     COMP
 HX2074  Z           -   3,937,940.196 (meters)                     COMP
 HX2074  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 HX2074  ELLIP HEIGHT-         256.38  (meters)          (01/16/02) GPS OBS
 HX2074  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HX2074  DYNAMIC HT  -         289.200 (meters)     948.82  (feet)  COMP
 HX2074  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 HX2074
 HX2074  HORZ ORDER  -  FIRST
 HX2074  VERT ORDER  -  SECOND    CLASS 0
 HX2074  ELLP ORDER  -  FOURTH    CLASS II
 HX2074
 HX2074.This mark is at Yeager Airport (CRW)
 HX2074
 HX2074.The horizontal coordinates were established by GPS observations
 HX2074.and adjusted by the National Geodetic Survey in August 1997..
 HX2074
 HX2074.The orthometric height was determined by differential leveling
 HX2074.and adjusted by the National Geodetic Survey in June 1991..
 HX2074
 HX2074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX2074
 HX2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2074
 HX2074.The ellipsoidal height was determined by GPS observations
 HX2074.and is referenced to NAD 83.
 HX2074
 HX2074.The geoid height was determined by GEOID03.
 HX2074
 HX2074.The dynamic height is computed by dividing the NAVD 88
 HX2074.geopotential number by the normal gravity value computed on the
 HX2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2074.degrees latitude (g = 980.6199 gals.).
 HX2074
 HX2074.The modeled gravity was interpolated from observed gravity values.
 HX2074
 HX2074;                    North         East     Units Scale Factor Converg.
 HX2074;SPC WV S     -   152,293.666   547,833.564   MT  0.99993094   -0 22 08.6
 HX2074;UTM  17      - 4,247,107.811   447,850.250   MT  0.99963349   -0 22 14.1
 HX2074
 HX2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2074!SPC WV S     -   0.99995977  x   0.99993094  =   0.99989072
 HX2074!UTM  17      -   0.99995977  x   0.99963349  =   0.99959328
 HX2074
 HX2074:                Primary Azimuth Mark                     Grid Az
 HX2074:SPC WV S     -  ARP 2                                    050 23 51.2
 HX2074:UTM  17      -  ARP 2                                    050 23 56.7
 HX2074
 HX2074|---------------------------------------------------------------------|
 HX2074| PID    Reference Object                     Distance      Geod. Az  |
 HX2074|                                                           dddmmss.s |
 HX2074| AA9350 ARP 2                               429.469 METERS 0500142.6 |
 HX2074|---------------------------------------------------------------------|
 HX2074
 HX2074                          SUPERSEDED SURVEY CONTROL
 HX2074
 HX2074  ELLIP H (08/27/97)  256.40   (m)                       GP(       ) 4 2
 HX2074  NGVD 29 (??/??/92)  289.597  (m)          950.12   (f) ADJ UNCH    2 0
 HX2074
 HX2074.Superseded values are not recommended for survey control.
 HX2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2074.See file dsdata.txt to determine how the superseded data were derived.
 HX2074
 HX2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4785047108(NAD 83)
 HX2074_MARKER: DB = BENCH MARK DISK
 HX2074_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HX2074_SP_SET: CONCRETE FOUNDATION OF MANHOLE
 HX2074_STAMPING: N 96 1956
 HX2074_MARK LOGO: CGS   
 HX2074_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2074+STABILITY: SURFACE MOTION
 HX2074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2074+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 HX2074
 HX2074  HISTORY     - Date     Condition        Report By
 HX2074  HISTORY     - 1956     MONUMENTED       CGS
 HX2074  HISTORY     - 1964     GOOD             NGS
 HX2074  HISTORY     - 1975     GOOD             NGS
 HX2074  HISTORY     - 19960620 GOOD             NGS
 HX2074  HISTORY     - 20041214 GOOD             INDIV
 HX2074  HISTORY     - 20060307 GOOD             JCLS
 HX2074
 HX2074                          STATION DESCRIPTION
 HX2074
 HX2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2074'4 MI NE FROM CHARLESTON.
 HX2074'ABOUT 4 MILES NORTHEAST OF CHARLESTON, AT KANAWAH COUNTY
 HX2074'AIRPORT, 94 FEET WEST OF WEST WALL OF MAIN PART OF THE
 HX2074'ADMINISTRATION BUILDING, 52 1/2 FEET NORTH OF THE EAST-NORTHEAST
 HX2074'CORNER OF A 1-STORY TIN BUILDING, 34 1/2 FEET EAST-SOUTHEAST
 HX2074'OF A STEEL FENCE SEPARATING CONCRETE APRON AND THE PUBLIC
 HX2074'GROUNDS, IN THE TOP AND 1 FOOT EAST OF WEST CORNER OF CONCRETE
 HX2074'COVER OF A DOUBLE MANHOLE IN SHAPE OF INTERLOCKING QUADRANGLES,
 HX2074'IN A GRASSY AREA AND SET IN A DRILL HOLE.
 HX2074
 HX2074                          STATION RECOVERY (1964)
 HX2074
 HX2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HX2074'RECOVERED IN GOOD CONDITION.
 HX2074
 HX2074                          STATION RECOVERY (1975)
 HX2074
 HX2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HX2074'RECOVERED IN GOOD CONDITION.
 HX2074
 HX2074                          STATION RECOVERY (1996)
 HX2074
 HX2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HX2074'NOTE--A TEMPORARY BADGE IS REQUIRED FOR ANYONE VISITING THE AIRFIELD.
 HX2074'IT CAN BE OBTAINED AT THE TERMINAL AT THE TIME OF OBSERVATIONS.  THE
 HX2074'STATION IS LOCATED ABOUT 1 KM (0.60 MI) SOUTHEAST OF INTERSTATE
 HX2074'HIGHWAY 79, ON THE NORTHEAST SIDE OF CHARLESTON, JUST EAST OF THE WEST
 HX2074'FENCE CORNER OF A GATE ON THE WEST SIDE OF THE CENTER OF THE WEST FACE
 HX2074'OF THE ADMINSTRATION BUILDING.  OWNERSHIP--CENTRAL WEST VIRGINIA
 HX2074'REGIONAL AIRPORT AUTHORITY, YEAGER AIRPORT, 100 AIRPORT ROAD,
 HX2074'CHARLESTON, WV 25311.  AIRPORT DIRECTOR IS JEFFREY D.  DUBAR, PHONE
 HX2074'304-344-8033.  ASSISTANT MANAGER IS DENNY HUFFMAN AND SUPPORT SERVICE
 HX2074'MANAGER IS BRIAN BELCHER, PHONE 304-345-9176.  CONTACT ONE OF THEM AT
 HX2074'LEAST ONE DAY IN ADVANCE TO ARRANGE FOR AN ESCORT TO THIS STATION.  TO
 HX2074'REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 77 AND
 HX2074'STATE HIGHWAY 114 (GREENBRIER STREET) (EXIT 99) IN EAST CHARLESTON, GO
 HX2074'NORTHEAST ON HIGHWAY 114 FOR 2.4 KM (1.50 MI) TO A PAVED Y-JUNCTION.
 HX2074'BEAR LEFT, NORTHERLY, ON AIRPORT ROAD FOR 1.62 KM (1.00 MI) TO A PAVED
 HX2074'Y-JUNCTION.  BEAR RIGHT, NORTH, THEN NORTHWEST, ON THE CIRCLE DRIVE
 HX2074'FOR 0.72 KM (0.45 MI) TO THE TERMINAL ON THE RIGHT.  CONTINUE AHEAD,
 HX2074'SOUTHWEST, ON THE ROAD FOR 0.08 KM (0.05 MI) TO A LANE THROUGH A
 HX2074'PARKING LOT ON THE RIGHT.  TURN RIGHT, NORTHWEST, ON THE LANE FOR 40 M
 HX2074'(131.2 FT) TO THE NORTHWEST SIDE OF A CURB DIVIDING RENTAL CAR
 HX2074'PARKING.  TURN RIGHT, NORTHEAST, FOR 0.08 KM (0.05 MI) TO A GATE ON
 HX2074'THE WEST SIDE OF THE ADMINISTRATION BUILDING. PASS THROUGH THE GATE,
 HX2074'NORTH, FOR 50 M (164.0 FT) TO THE STATION ON THE LEFT.  THE STATION IS
 HX2074'SET IN FLUSH IN THE TOP OF THE WEST CORNER OF THE WEST ONE OF TWO
 HX2074'CONCRETE FOUNDATIONS WITH TWO MANHOLES EACH. IT IS 11.5 M (37.7 FT)
 HX2074'WEST OF THE WEST FACE OF THE BUILDING, 5.5 M (18.0 FT) SOUTH OF THE
 HX2074'SOUTH CORNER OF A ONE STORY BRICK BUILDING, 2.8 M (9.2 FT) EAST OF A
 HX2074'CHAIN LINK FENCE CORNER, AND 0.2 M (0.7 FT) NORTH OF THE FENCE.
 HX2074'DESCRIBED BY D.G.  AUG
 HX2074
 HX2074                          STATION RECOVERY (2004)
 HX2074
 HX2074'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX2074'THIS POINT IS OUTSIDE THE FENCE BUT CALL THE AIRPORT POLICE
 HX2074'(304)344-5158 BEFORE OCCUPYING THE POINT. ALSO THE CURB IS GONE IN
 HX2074'DESCRIPTION JUST GO THRU RENTAL CAR AREA THRU OPEN GATE, THE POINT IS
 HX2074'ON THE LEFT WHERE THE TOWER PERSONEL PARK.
 HX2074
 HX2074                          STATION RECOVERY (2006)
 HX2074
 HX2074'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 HX2074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2557 ***********************************************************************
 HX2557  DESIGNATION -  N 97
 HX2557  PID         -  HX2557
 HX2557  STATE/COUNTY-  WV/KANAWHA
 HX2557  USGS QUAD   -  ROMANCE (1975)
 HX2557
 HX2557                         *CURRENT SURVEY CONTROL
 HX2557  ___________________________________________________________________
 HX2557* NAD 83(1986)-  38 35 01.     (N)    081 31 36.     (W)     SCALED    
 HX2557* NAVD 88     -       200.718  (meters)     658.52   (feet)  ADJUSTED  
 HX2557  ___________________________________________________________________
 HX2557  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HX2557  DYNAMIC HT  -         200.582 (meters)     658.08  (feet)  COMP
 HX2557  MODELED GRAV-     979,946.9   (mgal)                       NAVD 88
 HX2557
 HX2557  VERT ORDER  -  SECOND    CLASS 0
 HX2557
 HX2557.The horizontal coordinates were scaled from a topographic map and have
 HX2557.an estimated accuracy of +/- 6 seconds.
 HX2557
 HX2557.The orthometric height was determined by differential leveling
 HX2557.and adjusted by the National Geodetic Survey in June 1991..
 HX2557
 HX2557.The geoid height was determined by GEOID03.
 HX2557
 HX2557.The dynamic height is computed by dividing the NAVD 88
 HX2557.geopotential number by the normal gravity value computed on the
 HX2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2557.degrees latitude (g = 980.6199 gals.).
 HX2557
 HX2557.The modeled gravity was interpolated from observed gravity values.
 HX2557
 HX2557;                    North         East    Units  Estimated Accuracy
 HX2557;SPC WV S     -   175,900.      554,110.      MT  (+/- 180 meters Scaled)
 HX2557
 HX2557                          SUPERSEDED SURVEY CONTROL
 HX2557
 HX2557  NGVD 29 (??/??/92)  200.896  (m)          659.11   (f) ADJ UNCH    2 0
 HX2557
 HX2557.Superseded values are not recommended for survey control.
 HX2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2557.See file dsdata.txt to determine how the superseded data were derived.
 HX2557
 HX2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC541707(NAD 83)
 HX2557_MARKER: DB = BENCH MARK DISK
 HX2557_SETTING: 66 = SET IN ROCK OUTCROP
 HX2557_SP_SET: ROCK CLIFF
 HX2557_STAMPING: N 97 1956
 HX2557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2557+STABILITY: POSITION/ELEVATION WELL
 HX2557
 HX2557  HISTORY     - Date     Condition        Report By
 HX2557  HISTORY     - 1956     MONUMENTED       CGS
 HX2557
 HX2557                          STATION DESCRIPTION
 HX2557
 HX2557'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2557'2.9 MI NW FROM KETTLE.
 HX2557'ABOUT 2.2 MILES NORTHEAST ALONG A DIRT ROAD FOLLOWING GREEN
 HX2557'CREEK FROM THE POST OFFICE AND STORE AT KETTLE TO FORD ACROSS
 HX2557'POCATALICO RIVER, THENCE ABOUT 0.7 MILE WEST ALONG A DIRT ROAD
 HX2557'FOLLOWING POCATALICO RIVER, ABOUT 0.25 MILE WEST OF JUNCTION
 HX2557'OF A ROAD LEADING NORTH ALONG ALLEN CREEK, ABOUT 0.1 MILE
 HX2557'NORTHEAST OF JUNCTION OF A ROAD NORTH ALONG CAMP CREEK AND A
 HX2557'WOODEN DECK BRIDGE OVER CAMP CREEK, 141 YARDS SOUTHWEST OF
 HX2557'CAMP CREEK SCHOOL, 49 YARDS WEST-SOUTHWEST OF POWER POLE NO.
 HX2557'48-7522/1056-B, 55 FEET NORTHWEST OF CENTER LINE OF ROAD, SET
 HX2557'VERTICALLY IN THE SOUTHEAST FACE OF A 15-FOOT HIGH ROCK CLIFF
 HX2557'PROJECTING OUT OF HILLSIDE, 1 FOOT NORTHEAST OF A CORNER IN
 HX2557'CLIFF POINTING SOUTH, ABOUT 9 FEET ABOVE LEVEL OF ROAD AND 1.3
 HX2557'FEET ABOVE GROUND.  NOTE-- MARK IS REACHED FROM THE SCHOOL AT
 HX2557'SISSIONVILLE, KANAWAH COUNTY BY GOING ABOUT 1.4 MILES NORTH
 HX2557'ALONG U.S. HIGHWAY 21, THENCE ABOUT 5.2 MILES EAST AND NORTHEAST
 HX2557'ALONG A BLACK TOP ROAD, THENCE 3.85 MILES NORTHEAST ALONG A DIRT
 HX2557'ROAD FOLLOWING POCATALICO RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2577 ***********************************************************************
 HX2577  DESIGNATION -  N 98
 HX2577  PID         -  HX2577
 HX2577  STATE/COUNTY-  WV/KANAWHA
 HX2577  USGS QUAD   -  SISSONVILLE (1958)
 HX2577
 HX2577                         *CURRENT SURVEY CONTROL
 HX2577  ___________________________________________________________________
 HX2577* NAD 83(1986)-  38 31 33.     (N)    081 41 40.     (W)     SCALED    
 HX2577* NAVD 88     -       246.997  (meters)     810.36   (feet)  ADJUSTED  
 HX2577  ___________________________________________________________________
 HX2577  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HX2577  DYNAMIC HT  -         246.827 (meters)     809.80  (feet)  COMP
 HX2577  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 HX2577
 HX2577  VERT ORDER  -  SECOND    CLASS 0
 HX2577
 HX2577.The horizontal coordinates were scaled from a topographic map and have
 HX2577.an estimated accuracy of +/- 6 seconds.
 HX2577
 HX2577.The orthometric height was determined by differential leveling
 HX2577.and adjusted by the National Geodetic Survey in June 1991..
 HX2577
 HX2577.The geoid height was determined by GEOID03.
 HX2577
 HX2577.The dynamic height is computed by dividing the NAVD 88
 HX2577.geopotential number by the normal gravity value computed on the
 HX2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2577.degrees latitude (g = 980.6199 gals.).
 HX2577
 HX2577.The modeled gravity was interpolated from observed gravity values.
 HX2577
 HX2577;                    North         East    Units  Estimated Accuracy
 HX2577;SPC WV S     -   169,580.      539,450.      MT  (+/- 180 meters Scaled)
 HX2577
 HX2577                          SUPERSEDED SURVEY CONTROL
 HX2577
 HX2577  NGVD 29 (??/??/92)  247.185  (m)          810.97   (f) ADJ UNCH    2 0
 HX2577
 HX2577.Superseded values are not recommended for survey control.
 HX2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2577.See file dsdata.txt to determine how the superseded data were derived.
 HX2577
 HX2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC394643(NAD 83)
 HX2577_MARKER: DB = BENCH MARK DISK
 HX2577_SETTING: 66 = SET IN ROCK OUTCROP
 HX2577_SP_SET: ROCK CUT
 HX2577_STAMPING: N 98 1956
 HX2577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2577+STABILITY: POSITION/ELEVATION WELL
 HX2577
 HX2577  HISTORY     - Date     Condition        Report By
 HX2577  HISTORY     - 1956     MONUMENTED       CGS
 HX2577
 HX2577                          STATION DESCRIPTION
 HX2577
 HX2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2577'6.8 MI W FROM SISSONVILLE.
 HX2577'ABOUT 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 21 FROM THE HIGH
 HX2577'SCHOOL AT SISSONVILLE, THENCE ABOUT 3.0 MILES NORTHWEST AND
 HX2577'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 1.15 MILES
 HX2577'NORTHWEST ALONG A GRAVEL ROAD FOLLOWING DERRICK CREEK, THENCE
 HX2577'ABOUT 0.3 MILE WEST AND UPHILL ALONG A ROAD LEADING OVER A GAP
 HX2577'INTO FROG CREEK, ABOUT 0.15 MILE EAST OF TOP OF GRADE AND JUNCTION
 HX2577'OF ROAD NORTH, 17 FEET SOUTHEAST OF CENTER LINE OF ROAD, SET
 HX2577'VERTICALLY IN THE NORTH FACE OF A 3-FOOT HIGH AND 10-FOOT WIDE
 HX2577'LAYERED ROCK IN A ROCKY CUT, AND ABOUT 5 1/2 FEET ABOVE LEVEL OF
 HX2577'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2393 ***********************************************************************
 HX2393  DESIGNATION -  N 99
 HX2393  PID         -  HX2393
 HX2393  STATE/COUNTY-  WV/JACKSON
 HX2393  USGS QUAD   -  SISSONVILLE (1958)
 HX2393
 HX2393                         *CURRENT SURVEY CONTROL
 HX2393  ___________________________________________________________________
 HX2393* NAD 83(1986)-  38 35 39.     (N)    081 38 24.     (W)     SCALED    
 HX2393* NAVD 88     -       204.363  (meters)     670.48   (feet)  ADJUSTED  
 HX2393  ___________________________________________________________________
 HX2393  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HX2393  DYNAMIC HT  -         204.224 (meters)     670.02  (feet)  COMP
 HX2393  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 HX2393
 HX2393  VERT ORDER  -  SECOND    CLASS 0
 HX2393
 HX2393.The horizontal coordinates were scaled from a topographic map and have
 HX2393.an estimated accuracy of +/- 6 seconds.
 HX2393
 HX2393.The orthometric height was determined by differential leveling
 HX2393.and adjusted by the National Geodetic Survey in June 1991..
 HX2393
 HX2393.The geoid height was determined by GEOID03.
 HX2393
 HX2393.The dynamic height is computed by dividing the NAVD 88
 HX2393.geopotential number by the normal gravity value computed on the
 HX2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2393.degrees latitude (g = 980.6199 gals.).
 HX2393
 HX2393.The modeled gravity was interpolated from observed gravity values.
 HX2393
 HX2393;                    North         East    Units  Estimated Accuracy
 HX2393;SPC WV S     -   177,130.      544,250.      MT  (+/- 180 meters Scaled)
 HX2393
 HX2393                          SUPERSEDED SURVEY CONTROL
 HX2393
 HX2393  NGVD 29 (??/??/92)  204.546  (m)          671.08   (f) ADJ UNCH    2 0
 HX2393
 HX2393.Superseded values are not recommended for survey control.
 HX2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2393.See file dsdata.txt to determine how the superseded data were derived.
 HX2393
 HX2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC442719(NAD 83)
 HX2393_MARKER: DB = BENCH MARK DISK
 HX2393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2393_SP_SET: CATCH BASIN
 HX2393_STAMPING: N 99 1956
 HX2393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2393
 HX2393  HISTORY     - Date     Condition        Report By
 HX2393  HISTORY     - 1956     MONUMENTED       CGS
 HX2393
 HX2393                          STATION DESCRIPTION
 HX2393
 HX2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2393'5.7 MI N FROM SISSONVILLE.
 HX2393'ABOUT 5.7 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2393'AT SISSONVILLE, ABOUT 0.3 MILE SOUTH OF NARROW STEEL BRIDGE OVER
 HX2393'DUDDEN FORK, ABOUT 135 YARDS SOUTH OF BOTTOM OF GRADES, IN THE
 HX2393'TOP OF THE NORTH END OF WEST WALL OF A CONCRETE CATCH BASIN FOR
 HX2393'A 15-INCH PIPE CULVERT UNDER HIGHWAY, 15 1/2 FEET EAST OF CENTER
 HX2393'LINE OF HIGHWAY AND ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1073 ***********************************************************************
 HX1073  DESIGNATION -  N MERIDIAN
 HX1073  PID         -  HX1073
 HX1073  STATE/COUNTY-  WV/NICHOLAS
 HX1073  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1073
 HX1073                         *CURRENT SURVEY CONTROL
 HX1073  ___________________________________________________________________
 HX1073* NAD 83(1986)-  38 16 51.     (N)    080 51 05.     (W)     SCALED    
 HX1073* NAVD 88     -       574.606  (meters)    1885.19   (feet)  ADJUSTED  
 HX1073  ___________________________________________________________________
 HX1073  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HX1073  DYNAMIC HT  -         574.169 (meters)    1883.75  (feet)  COMP
 HX1073  MODELED GRAV-     979,849.4   (mgal)                       NAVD 88
 HX1073
 HX1073  VERT ORDER  -  SECOND    CLASS 0
 HX1073
 HX1073.The horizontal coordinates were scaled from a topographic map and have
 HX1073.an estimated accuracy of +/- 6 seconds.
 HX1073
 HX1073.The orthometric height was determined by differential leveling
 HX1073.and adjusted by the National Geodetic Survey in June 1991..
 HX1073
 HX1073.The geoid height was determined by GEOID03.
 HX1073
 HX1073.The dynamic height is computed by dividing the NAVD 88
 HX1073.geopotential number by the normal gravity value computed on the
 HX1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1073.degrees latitude (g = 980.6199 gals.).
 HX1073
 HX1073.The modeled gravity was interpolated from observed gravity values.
 HX1073
 HX1073;                    North         East    Units  Estimated Accuracy
 HX1073;SPC WV S     -   142,170.      613,000.      MT  (+/- 180 meters Scaled)
 HX1073
 HX1073                          SUPERSEDED SURVEY CONTROL
 HX1073
 HX1073  NGVD 29 (??/??/92)  574.76   (m)         1885.7    (f) COMPUTED    2 0
 HX1073
 HX1073.Superseded values are not recommended for survey control.
 HX1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1073.See file dsdata.txt to determine how the superseded data were derived.
 HX1073
 HX1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC129369(NAD 83)
 HX1073_MARKER: DD = SURVEY DISK
 HX1073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1073_SP_SET: SIDEWALK
 HX1073_STAMPING: N MERIDIAN 1961
 HX1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1073
 HX1073  HISTORY     - Date     Condition        Report By
 HX1073  HISTORY     - 1961     MONUMENTED       USGS
 HX1073  HISTORY     - 1961     GOOD             NGS
 HX1073
 HX1073                          STATION DESCRIPTION
 HX1073
 HX1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1073'AT SUMMERSVILLE.
 HX1073'AT SUMMERSVILLE, ALONG MAIN STREET (U.S. HIGHWAY 19), NEAR THE
 HX1073'SOUTHEAST CORNER OF THE SUMMERSVILLE DRUG STORE COMPANY, 57 1/2
 HX1073'FEET NORTHEAST OF THE JUNCTION OF MAIN STREET AND COURT STREET,
 HX1073'SET ON THE TOP OF THE SOUTH EDGE OF THE NORTH CONCRETE SIDEWALK
 HX1073'ALONG MAIN STREET, ACROSS THE MAIN STREET FROM THE COURTHOUSE,
 HX1073'1 FOOT NORTH OF THE NORTH CURB LINE OF MAIN STREET AND LEVEL
 HX1073'WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1457 ***********************************************************************
 JW1457  DESIGNATION -  NATHAN
 JW1457  PID         -  JW1457
 JW1457  STATE/COUNTY-  WV/HAMPSHIRE
 JW1457  USGS QUAD   -  SECTOR (1971)
 JW1457
 JW1457                         *CURRENT SURVEY CONTROL
 JW1457  ___________________________________________________________________
 JW1457* NAD 83(1995)-  39 11 56.18048(N)    078 47 26.15078(W)     ADJUSTED  
 JW1457* NAVD 88     -       914.     (meters)    2999.     (feet)  SCALED    
 JW1457  ___________________________________________________________________
 JW1457  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 JW1457  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JW1457
 JW1457  HORZ ORDER  -  FIRST
 JW1457
 JW1457.The horizontal coordinates were established by classical geodetic methods
 JW1457.and adjusted by the National Geodetic Survey in April 1998..
 JW1457
 JW1457.The orthometric height was scaled from a topographic map.
 JW1457
 JW1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1457
 JW1457.The geoid height was determined by GEOID03.
 JW1457
 JW1457;                    North         East     Units Scale Factor Converg.
 JW1457;SPC WV N     -    77,835.937   661,277.959   MT  0.99996834   +0 27 08.8
 JW1457;UTM  17      - 4,341,178.967   690,788.761   MT  1.00004821   +1 23 48.5
 JW1457
 JW1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1457!SPC WV N     -   0.99986174  x   0.99996834  =   0.99983009
 JW1457!UTM  17      -   0.99986174  x   1.00004821  =   0.99990995
 JW1457
 JW1457|---------------------------------------------------------------------|
 JW1457| PID    Reference Object                     Distance      Geod. Az  |
 JW1457|                                                           dddmmss.s |
 JW1457| JW1456 NATHANIEL MOUNTAIN LOT 1941          10.614 METERS 00738     |
 JW1457| CK7102 NATHAN RM 1                          11.195 METERS 02912     |
 JW1457| CK7101 NATHAN AZ MK                                       0660519.0 |
 JW1457| CK7103 NATHAN RM 2                          20.109 METERS 32533     |
 JW1457|---------------------------------------------------------------------|
 JW1457
 JW1457                          SUPERSEDED SURVEY CONTROL
 JW1457
 JW1457  NAD 83(1995)-  39 11 56.18430(N)    078 47 26.15096(W) AD(       ) 1
 JW1457  NAD 83(1995)-  39 11 56.18466(N)    078 47 26.15426(W) AD(       ) 1
 JW1457  NAD 83(1986)-  39 11 56.18601(N)    078 47 26.15401(W) AD(       ) 1
 JW1457  NAD 27      -  39 11 55.80380(N)    078 47 27.09030(W) AD(       ) 1
 JW1457
 JW1457.Superseded values are not recommended for survey control.
 JW1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1457.See file dsdata.txt to determine how the superseded data were derived.
 JW1457
 JW1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9078941179(NAD 83)
 JW1457_MARKER: DS = TRIANGULATION STATION DISK
 JW1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1457
 JW1457  HISTORY     - Date     Condition        Report By
 JW1457  HISTORY     - 1941     MONUMENTED       CGS
 JW1457  HISTORY     - 1948     GOOD             USGS
 JW1457  HISTORY     - 1963     SEE DESCRIPTION  AEROS
 JW1457  HISTORY     - 1963     SEE DESCRIPTION  CGS
 JW1457
 JW1457                          STATION DESCRIPTION
 JW1457
 JW1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1457'STATION IS ABOUT
 JW1457'5 MILES W OF KIRBY
 JW1457'AND 2-1/2 MILES NW OF HORN CAMP SCHOOLHOUSE.
 JW1457'IT IS ON THE HIGHEST PART OF A HIGH
 JW1457'ROCK RIDGE WHICH DROPS OFF
 JW1457'INTO THE VALLEY A HALF MILE NE.  THE RIDGE IS ABOUT
 JW1457'100 FEET HIGHER
 JW1457'ABOUT ONE HALF MILE SW.  MARK PROJECTS 5 INCHES, IS STAMPED NATHAN
 JW1457'1941, IS 10.614
 JW1457'METERS (34.83 FEET/S OF THE CENTER OF THE NATHANIEL
 JW1457'MOUNTAIN LOOKOUT TOWER, AND 22
 JW1457'FEET S OF THE S LEG OF THE TOWER.
 JW1457'
 JW1457'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JW1457'DISKS SET IN CONCRETE.
 JW1457'
 JW1457'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE TOP
 JW1457'OF THE E CONCRETE
 JW1457'BASE OF THE LOOKOUT TOWER.  THE BASE PROJECTS
 JW1457'ABOUT 15 INCHES AND THE DISK IS
 JW1457'STAMPED NATHAN NO. 1 1941.
 JW1457'
 JW1457'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE TOP
 JW1457'OF A BOULDER ONE
 JW1457'BY TWO FEET WHICH IS FLUSH WITH THE SURFACE OF
 JW1457'THE GROUND, AND IS STAMPED NATHAN
 JW1457'NO. 2 1941.  IT IS 34 FEET W
 JW1457'OF THE W LEG OF LOOKOUT TOWER.
 JW1457'
 JW1457'THE AZIMUTH MARK PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 JW1457'STAMPED NATHAN
 JW1457'1941.  IT IS JUST W OF THE MAIN COUNTRY ROAD
 JW1457'WHERE THE LOOKOUT TOWER ROAD
 JW1457'LEADS W UP THE FENCE, AND IS 1 FOOT S OF
 JW1457'THE E-W FENCE 36 FEET W OF THE GATE ON THE W
 JW1457'SIDE OF THE ROAD.
 JW1457'
 JW1457'THE NATHANIEL MOUNTAIN LOOKOUT TOWER IS LOCATED BY DIRECTION
 JW1457'AND DISTANCE TO
 JW1457'THE CENTER OF THE TOWER, ON THE GROUND, FROM TRIANGULATION
 JW1457'STATION NATHAN.
 JW1457'
 JW1457'TO REACH THE STATION FROM AUGUSTA DRIVE S ON THE GRADED DIRT
 JW1457'ROAD 0.1 MILE W OF
 JW1457'THE POST OFFICE, FOR 0.5 MILE, THEN TAKE THE
 JW1457'RIGHT FORK AND DRIVE ON THE MAIN ROAD
 JW1457'FOR 9.6 MILES, THEN TURN
 JW1457'RIGHT ON A T-ROAD AND GO 0.9 MILE TO KIRBY STORE AND
 JW1457'POST OFFICE,
 JW1457'THEN TAKE THE RIGHT FORK AND GO 0.2 MILE, TAKE FORK AND GO 0.15
 JW1457'MILE, THEN THE
 JW1457'LEFT FORK OFF MAIN ROAD, GO 0.4 MILE, TURN RIGHT
 JW1457'ON A T-ROAD JUST PAST A BRIDGE
 JW1457'AND GO 0.75 MILE TO THE HORN CAMP
 JW1457'SCHOOL, THEN CONTINUE AHEAD ON MAIN ROAD FOR 2.3
 JW1457'MILES OR 0.1 MILE
 JW1457'PAST A WHITE HOUSE ON TOP OF THE HILL, HERE TURN LEFT THROUGH THE
 JW1457'GATE (THE
 JW1457'AZIMUTH MARK IS 36 FEET W OF THIS GATE) AND DRIVE W ON
 JW1457'THE NATHANIEL MOUNTAIN
 JW1457'LOOKOUT TOWER ROAD FOR 3.55 MILES TO THE
 JW1457'STATION ON THE TOP OF NATHANIEL MOUNTAIN.
 JW1457'
 JW1457'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JW1457
 JW1457                          STATION RECOVERY (1948)
 JW1457
 JW1457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 JW1457'STATION, REFERENCE MARKS AND AZIMUTH MARK ALL RECOVERED AS DESCRIBED
 JW1457'AND IN GOOD
 JW1457'CONDITION.  STATION HAS BEEN COVERED WITH A HIGH ROCK CAIRN.
 JW1457'
 JW1457'STATION STAMPED NATHAN 1941.
 JW1457
 JW1457                          STATION RECOVERY (1963)
 JW1457
 JW1457'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 JW1457'STATION RECOVERED IN GOOD CONDITION.  MARK WAS IN FRESH CONCRETE
 JW1457'BUT IN WRONG
 JW1457'PLACE.  SURFACE MARK APPARENTLY DESTROYED WHEN TOWER
 JW1457'WAS BUILT AND WAS REPLACED
 JW1457'INCORRECTLY UNDER LOOKOUT TOWER.  SUB-SURFACE
 JW1457'MARKER CHECKS DESCRIPTION AND TIE TO STATION
 JW1457'SNOW (USC AND GS).  SUB-SURFACE
 JW1457'MARKER IN GOOD CONDITION.
 JW1457
 JW1457                          STATION RECOVERY (1963)
 JW1457
 JW1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJT)
 JW1457'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK
 JW1457'NO. 2, AND THE AZIMUTH MARK
 JW1457'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE
 JW1457'MARKS WERE VERIFIED.
 JW1457'
 JW1457'THE SURFACE MARK WAS FOUND SET AND WELL EMBEDDED IN THE GROUND
 JW1457'BENEATH THE LOOKOUT TOWER.  THE
 JW1457'MONUMENT, WHICH PROJECTED ONE FOOT ABOVE THE SURFACE OF THE GROUND,
 JW1457'WAS REMOVED FROM THIS LOCATION.
 JW1457'THE ORIGINAL DISK, STAMPED NATHAN 1941 WAS STAMPED WITH AN
 JW1457'ADDITIONAL DATE 1963 AND RESET OVER THE
 JW1457'UNDERGROUND STATION MARK.
 JW1457'
 JW1457'A COMPLETE DESCRIPTION FOLLOWS-
 JW1457'
 JW1457'THE STATION IS ABOUT 5 MILES WEST OF KIRBY AND 2-1/2 MILES NORTHWEST
 JW1457'OF HORN CAMP SCHOOLHOUSE
 JW1457'(ABANDONED).  IT IS ON TOP OF NATHANIEL MOUNTAIN ON THE HIGHEST PART
 JW1457'OF A RIDGE WHICH DROPS OFF INTO
 JW1457'THE VALLEY A HALF MILE NORTHEAST.  THE RIDGE IS ABOUT 50 FEET
 JW1457'HIGHER ABOUT A HALF MILE SOUTHWEST.
 JW1457'
 JW1457'THE STATION MARK PROJECTS 3 INCHES AND IS STAMPED NATHAN 1941 1963.
 JW1457'IT IS ABOUT 35 FEET SOUTH OF
 JW1457'THE CENTER OF THE LOOKOUT TOWER, 22 FEET SOUTH OF THE SOUTH LEG
 JW1457'OF THE TOWER, AND 22 FEET NORTHWEST
 JW1457'OF THE CENTERLINE OF THE TRAIL LEADING SOUTH.
 JW1457'
 JW1457'TO REACH THE STATION FROM AUGUSTA POST OFFICE GO WEST ON U.S. ROUTE
 JW1457'50 FOR 0.1 MILE, TURN LEFT
 JW1457'(SOUTH) ON THE HARD-SURFACED ROAD TO RIO AND GO 9.7 MILES, TURN RIGHT
 JW1457'ON A T-ROAD, W.VA. ROUTE 10, AND
 JW1457'GO 0.9 MILE TO THE KIRBY STORE AND POST OFFICE,
 JW1457'CONTINUING NORTHERLY ON THIS BLACK-TOP ROAD PAST
 JW1457'HOTTS CHAPEL ON LEFT AT 2.0 MILES AND
 JW1457'A DIRT ROAD ALSO ON THE LEFT (WHICH LEADS TO THE AZIMUTH MARK) AT
 JW1457'3.0 MILES AND AT 6.0 MILES TURN
 JW1457'LEFT ON A GRADED DIRT ROAD MARKED BY A WEST VIRGINIA DEPARTMENT OF
 JW1457'NATURAL RESOURCES SIGN FOR THE
 JW1457'NATHANIEL MOUNTAIN PUBLIC HUNTING AREA.  FOLLOW THIS GRADED DIRT
 JW1457'ROAD 5.9 MILES AND REACH THE LOOKOUT
 JW1457'TOWER AND THE STATION AFTER PASSING A FORK AT 1.5
 JW1457'MILES, A ROAD LEFT AT 4.3 MILES AND A COTTAGE AT 5.3
 JW1457'MILES ALONG THE WAY.
 JW1457'
 JW1457'SURFACE, UNDERGROUND, AND AZIMUTH MARK ARE STANDARD BRONZE DISKS SET
 JW1457'IN CONCRETE.
 JW1457'
 JW1457'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE TOP OF THE
 JW1457'EAST CONCRETE BASE OF THE
 JW1457'LOOKOUT TOWER.  THE BASE PROJECTS ABOUT 15 INCHES AND THE DISK IS
 JW1457'STAMPED NATHAN NO 1 1941.
 JW1457'
 JW1457'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN TOP OF A
 JW1457'BOULDER ONE BY TWO FEET
 JW1457'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED NATHAN
 JW1457'NO 2 1941.  IT IS 41 FEET WEST OF
 JW1457'THE WEST LEG OF THE LOOKOUT TOWER AND ON THE EDGE OF
 JW1457'THE CLEARING.
 JW1457'
 JW1457'THE AZIMUTH
 JW1457'MARK PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED NATHAN 1941.
 JW1457'IT IS 3 MILES WEST ALONG STATE
 JW1457'ROUTE 10 FROM KIRBY THENCE LEFT, SOUTHWEST, 1.2 MILES
 JW1457'ALONG A DIRT ROAD TO A FIELD-ROAD RIGHT AND THE
 JW1457'AZIMUTH MARK.  THE WHITE RESIDENCE OF
 JW1457'MR. E.W. POLAND IS 0.1 MILE SOUTH-SOUTHEAST.  THE MARK IS 48 FEET
 JW1457'WEST OF THE CENTERLINE OF
 JW1457'THE DIRT ROAD, 20 FEET SOUTH OF THE FIRST OF TWO GATES ACROSS A
 JW1457'FIELD-ROAD, WHICH HAD BEEN THE
 JW1457'MAIN ROAD TO THE LOOKOUT TOWER AND STATION, BUT CAN
 JW1457'NOW BE DRIVEN ONLY IN A FOUR WHEEL DRIVE VEHICLE,
 JW1457'AND IS ONE FOOT SOUTH OF AN EAST-WEST
 JW1457'FENCE IN A PASTURE BELONGING TO MR. POLAND.
 JW1457'
 JW1457'THE TOP OF THE LOOKOUT TOWER CAN BE SEEN FROM THE AZIMUTH MARK BUT
 JW1457'THE AZIMUTH MARK CAN NOT BE
 JW1457'SEEN FROM THE STATION.  WHEN THE FOLIAGE IS OFF THE TREES THE AZIMUTH
 JW1457'MARK MAY BE VISIBLE FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1456 ***********************************************************************
 JW1456  DESIGNATION -  NATHANIEL MOUNTAIN LOT 1941
 JW1456  PID         -  JW1456
 JW1456  STATE/COUNTY-  WV/HAMPSHIRE
 JW1456  USGS QUAD   -  SECTOR (1971)
 JW1456
 JW1456                         *CURRENT SURVEY CONTROL
 JW1456  ___________________________________________________________________
 JW1456* NAD 83(1995)-  39 11 56.52162(N)    078 47 26.09205(W)     ADJUSTED  
 JW1456* NAVD 88     -       913.36   (+/-2cm)    2996.6    (feet)  VERTCON   
 JW1456  ___________________________________________________________________
 JW1456  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 JW1456  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JW1456
 JW1456  HORZ ORDER  -  THIRD
 JW1456  VERT ORDER  -  THIRD ? (See Below)
 JW1456
 JW1456.The horizontal coordinates were established by classical geodetic methods
 JW1456.and adjusted by the National Geodetic Survey in April 1998..
 JW1456
 JW1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1456.The vertical order pertains to the NGVD 29 superseded value.
 JW1456
 JW1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1456
 JW1456.The geoid height was determined by GEOID03.
 JW1456
 JW1456;                    North         East     Units Scale Factor Converg.
 JW1456;SPC WV N     -    77,846.467   661,279.285   MT  0.99996833   +0 27 08.8
 JW1456;UTM  17      - 4,341,189.519   690,789.913   MT  1.00004822   +1 23 48.5
 JW1456
 JW1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1456!SPC WV N     -   0.99986183  x   0.99996833  =   0.99983016
 JW1456!UTM  17      -   0.99986183  x   1.00004822  =   0.99991004
 JW1456
 JW1456                          SUPERSEDED SURVEY CONTROL
 JW1456
 JW1456  NAD 83(1995)-  39 11 56.52544(N)    078 47 26.09223(W) AD(       ) 4
 JW1456  NAD 83(1995)-  39 11 56.52579(N)    078 47 26.09553(W) AD(       ) 4
 JW1456  NAD 83(1986)-  39 11 56.52714(N)    078 47 26.09528(W) AD(       ) 4
 JW1456  NAD 27      -  39 11 56.14500(N)    078 47 27.03200(W) AD(       ) 3
 JW1456  NGVD 29 (07/19/86)  913.49   (m)         2997.0    (f) LEVELING    3  
 JW1456
 JW1456.Superseded values are not recommended for survey control.
 JW1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1456.See file dsdata.txt to determine how the superseded data were derived.
 JW1456
 JW1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9079041190(NAD 83)
 JW1456_MARKER: 57 = LOOKOUT TOWER
 JW1456
 JW1456  HISTORY     - Date     Condition        Report By
 JW1456  HISTORY     - 1941     FIRST OBSERVED   CGS
 JW1456  HISTORY     - 1948     GOOD             USGS
 JW1456
 JW1456                          STATION DESCRIPTION
 JW1456
 JW1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1456'STATION IS THE LOOKOUT TOWER ON TOP OF NATHANIEL
 JW1456'MOUNTAIN WHICH IS
 JW1456'ABOUT 5 MILES W OF THE SETTLEMENT OF KIRBY.  IT
 JW1456'IS A 4-LEGGED STEEL STRUCTURE, ABOUT
 JW1456'90 FEET HIGH, AND HAS A GLASS
 JW1456'ENCLOSED CAB AT THE TOP.
 JW1456'
 JW1456'LOCATED BY TRAVERSE FROM TRIANGULATION STATION NATHAN.
 JW1456
 JW1456                          STATION RECOVERY (1948)
 JW1456
 JW1456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 JW1456'STATION RECOVERED IN GOOD CONDITION.  NAME OF TOWER IS NOW
 JW1456'HAMPSHIRE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3080 ***********************************************************************
 HX3080  DESIGNATION -  NAVY
 HX3080  PID         -  HX3080
 HX3080  STATE/COUNTY-  WV/KANAWHA
 HX3080  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3080
 HX3080                         *CURRENT SURVEY CONTROL
 HX3080  ___________________________________________________________________
 HX3080* NAD 83(1995)-  38 21 52.09538(N)    081 42 29.11921(W)     ADJUSTED  
 HX3080* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 HX3080  ___________________________________________________________________
 HX3080  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 HX3080  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HX3080
 HX3080  HORZ ORDER  -  SECOND
 HX3080
 HX3080.The horizontal coordinates were established by classical geodetic methods
 HX3080.and adjusted by the National Geodetic Survey in April 1998..
 HX3080
 HX3080.The orthometric height was scaled from a topographic map.
 HX3080
 HX3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3080
 HX3080.The geoid height was determined by GEOID03.
 HX3080
 HX3080;                    North         East     Units Scale Factor Converg.
 HX3080;SPC WV S     -   151,677.735   538,120.795   MT  0.99993060   -0 26 15.9
 HX3080;UTM  17      - 4,246,492.338   438,140.286   MT  0.99964712   -0 26 22.2
 HX3080
 HX3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3080!SPC WV S     -   0.99997652  x   0.99993060  =   0.99990712
 HX3080!UTM  17      -   0.99997652  x   0.99964712  =   0.99962365
 HX3080
 HX3080:                Primary Azimuth Mark                     Grid Az
 HX3080:SPC WV S     -  NAVY AZ MK                               063 34 09.9
 HX3080:UTM  17      -  NAVY AZ MK                               063 34 16.2
 HX3080
 HX3080|---------------------------------------------------------------------|
 HX3080| PID    Reference Object                     Distance      Geod. Az  |
 HX3080|                                                           dddmmss.s |
 HX3080| DC4753 NAVY AZ MK                                         0630754.0 |
 HX3080| DC4754 NAVY RM 1                            21.618 METERS 06330     |
 HX3080| HX3081 S CHARLESTON USN ORD PLT TK         216.417 METERS 07841     |
 HX3080| HX3067 S CHARLESTON ST POLICE MAST         APPROX. 1.2 KM 2121044.2 |
 HX3080| DC4755 NAVY RM 2                            16.155 METERS 23153     |
 HX3080| HX3079 NO 6 WVGS 1944                       34.430 METERS 23458     |
 HX3080|---------------------------------------------------------------------|
 HX3080
 HX3080                          SUPERSEDED SURVEY CONTROL
 HX3080
 HX3080  NAD 83(1995)-  38 21 52.10195(N)    081 42 29.12432(W) AD(       ) 2
 HX3080  NAD 83(1986)-  38 21 52.10331(N)    081 42 29.12545(W) AD(       ) 2
 HX3080  NAD 27      -  38 21 51.76200(N)    081 42 29.67300(W) AD(       ) 2
 HX3080
 HX3080.Superseded values are not recommended for survey control.
 HX3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3080.See file dsdata.txt to determine how the superseded data were derived.
 HX3080
 HX3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3814046492(NAD 83)
 HX3080_MARKER: DS = TRIANGULATION STATION DISK
 HX3080_SETTING: 0 = UNSPECIFIED SETTING
 HX3080
 HX3080  HISTORY     - Date     Condition        Report By
 HX3080  HISTORY     - 1944     MONUMENTED       CGS
 HX3080
 HX3080                          STATION DESCRIPTION
 HX3080
 HX3080'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3080'STATION IS LOCATED AT
 HX3080'THE NE ANGLE OF
 HX3080'THE INTERSECTION OF RHODES AVENUE WITH U.S. HIGHWAY
 HX3080'60 IN SOUTH CHARLESTON.  THE MARK
 HX3080'IS SITUATED IN THE SW CORNER
 HX3080'OF A SMALL CHILDRENS PLAYGROUND ON PROPERTY OWNED BY
 HX3080'THE
 HX3080'U.S. NAVAL ORDNANCE DEPARTMENT.  IT IS 0.2 MILE W OF THE MAIN
 HX3080'ORDNANCE BUILDING,
 HX3080'11.5 FEET E OF THE E EDGE OF RHODES AVENUE SIDEWALK,
 HX3080'AND 8 FEET N OF THE N EDGE
 HX3080'OF THE E-W SIDEWALK.  THE DISK
 HX3080'IS STAMPED NAVY 1944 AND IS FLUSH WITH THE
 HX3080'SURFACE OF GROUND.
 HX3080'
 HX3080'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3080'DISKS SET IN  CONCRETE.
 HX3080'
 HX3080'REFERENCE MARK 1 IS AT THE N EDGE OF THE SIDEWALK.  IT IS
 HX3080'STAMPED NAVY NO 11944.
 HX3080'
 HX3080'REFERENCE MARK 2 IS IN THE SIDEWALK INTERSECTION AT THE W
 HX3080'SIDE OF RHODES
 HX3080'AVENUE.  IT IS STAMPED NAVY NO 2 1944.
 HX3080'
 HX3080'AZIMUTH MARK IS ON THE S SIDE OF U.S. HIGHWAY 60, BETWEEN THE
 HX3080'SIDEWALK AND A
 HX3080'BRICK WALL WHICH BORDERS THE FRONT OF THE MAIN U.S.
 HX3080'NAVAL ORDNANCE PLANT BUILDING.
 HX3080'IT IS 22 FEET E OF THE E EDGE OF
 HX3080'THE ENTRANCE WALK AND 3 FEET N OF THE BRICK WALL.
 HX3080'IT IS STAMPED NAVY 1944.
 HX3080'
 HX3080'NO. 6 (WVGS) IS LOCATED IN THE CENTER OF THE SIDEWALK
 HX3080'ON THE N SIDE OF
 HX3080'U.S. HIGHWAY 60 AND 74.5 FEET W OF RHODES AVENUE.
 HX3080'IT IS A STANDARD STATE SURVEY DISK
 HX3080'AND IS STAMPED NO 6.  IT IS
 HX3080'FLUSH WITH THE SURFACE OF THE SIDEWALK.
 HX3080'
 HX3080'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2166 ***********************************************************************
 JX2166  DESIGNATION -  NEAL
 JX2166  PID         -  JX2166
 JX2166  STATE/COUNTY-  WV/WOOD
 JX2166  USGS QUAD   -  PARKERSBURG (1994)
 JX2166
 JX2166                         *CURRENT SURVEY CONTROL
 JX2166  ___________________________________________________________________
 JX2166* NAD 83(1995)-  39 18 08.80083(N)    081 33 22.99335(W)     ADJUSTED  
 JX2166* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 JX2166  ___________________________________________________________________
 JX2166  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 JX2166  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX2166
 JX2166  HORZ ORDER  -  SECOND
 JX2166
 JX2166.The horizontal coordinates were established by classical geodetic methods
 JX2166.and adjusted by the National Geodetic Survey in April 1998..
 JX2166
 JX2166.The orthometric height was scaled from a topographic map.
 JX2166
 JX2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2166
 JX2166.The geoid height was determined by GEOID03.
 JX2166
 JX2166;                    North         East     Units Scale Factor Converg.
 JX2166;SPC WV N     -    91,114.695   422,646.636   MT  0.99995659   -1 18 41.4
 JX2166;SPC OH S     -   145,013.675   681,386.046   MT  0.99993693   +0 35 55.5
 JX2166;UTM  17      - 4,350,487.609   452,027.100   MT  0.99962834   -0 21 08.7
 JX2166
 JX2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2166!SPC WV N     -   0.99997670  x   0.99995659  =   0.99993329
 JX2166!SPC OH S     -   0.99997670  x   0.99993693  =   0.99991363
 JX2166!UTM  17      -   0.99997670  x   0.99962834  =   0.99960505
 JX2166
 JX2166|---------------------------------------------------------------------|
 JX2166| PID    Reference Object                     Distance      Geod. Az  |
 JX2166|                                                           dddmmss.s |
 JX2166| CD2004 NEAL RM 1                            20.874 METERS 02206     |
 JX2166| JX2163 PARKERSBURG UNIVERSA GLASS STK      APPROX. 0.9 KM 0331011.4 |
 JX2166| CD2005 NEAL RM 2                             8.285 METERS 10437     |
 JX2166| CD2003 NEAL AZ MK                                         1161241.3 |
 JX2166| JX2176 PARKERSBURG POLICE RADIO MAST       APPROX. 4.0 KM 1851013.8 |
 JX2166| JX2174 PARKERSBURG WOOD CO CTHSE TWR       APPROX. 4.2 KM 1874536.5 |
 JX2166| JX2179 297                                   9.895 METERS 28547     |
 JX2166|---------------------------------------------------------------------|
 JX2166
 JX2166                          SUPERSEDED SURVEY CONTROL
 JX2166
 JX2166  NAD 83(1986)-  39 18 08.80454(N)    081 33 22.99956(W) AD(       ) 2
 JX2166  NAD 27      -  39 18 08.53500(N)    081 33 23.54900(W) AD(       ) 2
 JX2166
 JX2166.Superseded values are not recommended for survey control.
 JX2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2166.See file dsdata.txt to determine how the superseded data were derived.
 JX2166
 JX2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5202750488(NAD 83)
 JX2166_MARKER: DS = TRIANGULATION STATION DISK
 JX2166_SETTING: 0 = UNSPECIFIED SETTING
 JX2166
 JX2166  HISTORY     - Date     Condition        Report By
 JX2166  HISTORY     - 1944     MONUMENTED       CGS
 JX2166  HISTORY     - 1963     SEE DESCRIPTION  AEROS
 JX2166
 JX2166                          STATION DESCRIPTION
 JX2166
 JX2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2166'STATION IS LOCATED APPROXIMATELY 6 MILES (AIR LINE) S OF THE VILLAGE
 JX2166'OF BOAZ, 2 MILES N OF THE BUSINESS
 JX2166'DISTRICT OF PARKERSBURG, 0.5 MILE W OF U.S. HIGHWAY
 JX2166'21, AND 84 FEET E OF THE E BANK OF
 JX2166'THE OHIO RIVER.  IT IS ON CULTIVATED
 JX2166'LAND OWNED BY THE CITY OF PARKERSBURG.  THE MARK IS
 JX2166'55 FEET
 JX2166'NE OF A TRIANGULAR-BLAZED 4-FOOT ELM TREE AND 19 FEET W OF THE CENTER
 JX2166'LINE OF A DIRT
 JX2166'ROAD.  THE DISK IS STAMPED NEAL 1944 AND IS 1
 JX2166'FOOT UNDERGROUND.
 JX2166'
 JX2166'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX2166'DISKS SET IN
 JX2166'CONCRETE.
 JX2166'
 JX2166'REFERENCE MARK 1 IS 68.48 FEET N OF THE STATION, 93 FEET E
 JX2166'OF THE E BANK OF
 JX2166'THE OHIO RIVER, AND 8 FEET W OF CENTER LINE OF A
 JX2166'DIRT ROAD.  STAMPED NEAL NO 1 1944
 JX2166'AND FLUSH WITH THE GROUND.
 JX2166'
 JX2166'REFERENCE MARK 2 IS 27.18 FEET E OF THE STATION, 10 FEET E
 JX2166'OF THE CENTER LINE
 JX2166'OF A DIRT ROAD, AND IS SET FLUSH WITH GROUND.
 JX2166'IT IS STAMPED NEAL NO 2 1944.
 JX2166'
 JX2166'AZIMUTH MARK IS E OF THE STATION, 61 FEET N OF THE NE CORNER
 JX2166'OF THE SPANISH
 JX2166'TOURIST COURT OFFICE, 29 FEET W OF THE CENTER LINE
 JX2166'OF U.S. HIGHWAY 21, AND 22 FEET
 JX2166'NW OF HIGH-TENSION POWER-TRANSMISSION
 JX2166'LINE POLE 153-110.  IT IS STAMPED NEAL 1944.
 JX2166'
 JX2166'A TRAVERSE WAS MADE TO B.M. 297 (U.S.E.).  IT IS 32.46 FEET
 JX2166'W OF THE STATION,
 JX2166'52 FEET E OF THE E BANK OF THE OHIO RIVER, 52
 JX2166'FEET W OF THE CENTER LINE OF A DIRT
 JX2166'ROAD, AND 32 FEET NE OF A TRIANGULAR-BLAZED
 JX2166'4-FOOT ELM TREE.  THE MARK IS A 4- BY 4-INCH CEMENT
 JX2166'POST WITH A SQUARE IRON BOLT IN THE CENTER AND IS SET 2 FEET
 JX2166'UNDERGROUND.  THE
 JX2166'SURFACE MARK WAS DESTROYED AND THE UNDERGROUND MARK
 JX2166'WAS USED AS THE POINT.
 JX2166'
 JX2166'TO REACH FROM THE PARKERSBURG POST OFFICE, GO N 0.05 MILE TO
 JX2166'JULIANA AND FIFTH
 JX2166'STREETS, TURN LEFT AND GO 0.15 MILE TO U.S. HIGHWAY
 JX2166'21 AND ANN STREET, TURN RIGHT ON
 JX2166'HIGHWAY 21 AND CONTINUE FOR
 JX2166'3.2 MILES TO A T-ROAD LEFT, TURN LEFT ON T-ROAD FOR
 JX2166'0.25 MILE TO
 JX2166'THE BALTIMORE AND OHIO RAILROAD TRACKS, TURN LEFT ALONG THE E SIDE
 JX2166'OF THE TRACKS AND
 JX2166'GO FOR 0.15 MILE TO A RAILROAD CROSSING, CROSS
 JX2166'TRACKS AND GO 0.15 MILE TO THE
 JX2166'STATION ON THE RIGHT.
 JX2166'AZIMUTH MARK IS 0.45 MILE
 JX2166'BEFORE COMING TO T-ROAD LEFT.
 JX2166'
 JX2166'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 JX2166
 JX2166                          STATION RECOVERY (1963)
 JX2166
 JX2166'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963 (RMB)
 JX2166'DESTROYED -- CONCRETE BASE AND DISC FOUND, TURNED ON SIDE.  ANOTHER
 JX2166'LARGE PIECE OF CONCRETE FOUND APPROXIMATELY 50 FEET NE, WITH NO
 JX2166'DISC.  OTHER MARKS NOT FOUND.  IT APPEARS THE AREA WAS ONCE USED AS
 JX2166'A BORROW PIT.
 JX2166'
 JX2166'DESC. NOTES--TAPED LENGTH TO E.M. 297(U.S.E.).  H/L 26 H/I 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2963 ***********************************************************************
 HX2963  DESIGNATION -  NEBO
 HX2963  PID         -  HX2963
 HX2963  STATE/COUNTY-  WV/CLAY
 HX2963  USGS QUAD   -  IVYDALE (1975)
 HX2963
 HX2963                         *CURRENT SURVEY CONTROL
 HX2963  ___________________________________________________________________
 HX2963* NAD 83(1995)-  38 37 03.25055(N)    081 04 04.50307(W)     ADJUSTED  
 HX2963* NAVD 88     -       477.4    (meters)    1566.     (feet)  VERTCON   
 HX2963  ___________________________________________________________________
 HX2963  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 HX2963  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HX2963
 HX2963  HORZ ORDER  -  SECOND
 HX2963
 HX2963.The horizontal coordinates were established by classical geodetic methods
 HX2963.and adjusted by the National Geodetic Survey in April 1998..
 HX2963
 HX2963.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2963
 HX2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2963
 HX2963.The geoid height was determined by GEOID03.
 HX2963
 HX2963;                    North         East     Units Scale Factor Converg.
 HX2963;SPC WV S     -   179,537.276   594,085.281   MT  0.99995418   -0 02 31.2
 HX2963;UTM  17      - 4,274,341.451   494,087.376   MT  0.99960043   -0 02 32.6
 HX2963
 HX2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2963!SPC WV S     -   0.99993023  x   0.99995418  =   0.99988441
 HX2963!UTM  17      -   0.99993023  x   0.99960043  =   0.99953069
 HX2963
 HX2963:                Primary Azimuth Mark                     Grid Az
 HX2963:SPC WV S     -  NEBO AZ MK                               098 21 49.4
 HX2963:UTM  17      -  NEBO AZ MK                               098 21 50.8
 HX2963
 HX2963|---------------------------------------------------------------------|
 HX2963| PID    Reference Object                     Distance      Geod. Az  |
 HX2963|                                                           dddmmss.s |
 HX2963| DC4757 NEBO AZ MK                                         0981918.2 |
 HX2963| DC4758 NEBO RM 1                            19.985 METERS 18826     |
 HX2963| DC4759 NEBO RM 2                            16.700 METERS 31031     |
 HX2963|---------------------------------------------------------------------|
 HX2963
 HX2963                          SUPERSEDED SURVEY CONTROL
 HX2963
 HX2963  NAD 83(1986)-  38 37 03.25743(N)    081 04 04.51154(W) AD(       ) 2
 HX2963  NAD 27      -  38 37 02.91100(N)    081 04 05.11760(W) AD(       ) 2
 HX2963  NGVD 29 (07/19/86)  477.6    (m)         1567.     (f) VERT ANG       
 HX2963
 HX2963.Superseded values are not recommended for survey control.
 HX2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2963.See file dsdata.txt to determine how the superseded data were derived.
 HX2963
 HX2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC9408774341(NAD 83)
 HX2963_MARKER: DS = TRIANGULATION STATION DISK
 HX2963_SETTING: 0 = UNSPECIFIED SETTING
 HX2963
 HX2963  HISTORY     - Date     Condition        Report By
 HX2963  HISTORY     - 1961     MONUMENTED       CGS
 HX2963
 HX2963                          STATION DESCRIPTION
 HX2963
 HX2963'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2963'STATION IS LOCATED ON THE SUMMIT OF A HIGH GRASS COVERED PEAK THAT IS
 HX2963'LOCALLY KNOWN AS
 HX2963'BIG TATER HOLE KNOB.  IT IS ABOUT 6 MILES NORTH OF IVYDALE
 HX2963'POST OFFICE AND ABOUT 2-1/4 MILES
 HX2963'SOUTHWEST OF NEBO.  STATION IS 2.2 FEET
 HX2963'NORTHEAST OF METAL POST WITH WITNESS SIGN.  STATION
 HX2963'IS MARKED BY A STANDARD
 HX2963'DISK CEMENTED IN THE TOP OF A 4 INCH ORANGEBURG PIPE THAT PROJECTS 4
 HX2963'INCHES ABOVE THE GROUND
 HX2963'AND THE DISK IS STAMPED NEBO 1961.
 HX2963'
 HX2963'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY NO. 33 AND 119
 HX2963'AND STATE HIGHWAY
 HX2963'NO. 16 (JUST EAST OF THE BUSINESS DISTRICT OF ARNOLDSBURG),
 HX2963'GO SOUTH ON STATE HIGHWAY NO. 1L FOR
 HX2963'14.1 MILES TO THE NEBO POST
 HX2963'OFFICE.  CONTINUE SOUTH ON STATE HIGHWAY NO. 16 FOR
 HX2963'2.55 MILES TO A SIDE
 HX2963'ROAD RIGHT AT SIGN MORRIS HIGHWAY.  TURN RIGHT AT SIGN AND GO WEST ON
 HX2963'DIRT ROAD FOR 0.8
 HX2963'MILE TO FORK.  TAKE RIGHT FORK AND GO NORTHWESTERLY ON
 HX2963'DIRT ROAD FOR 1.35 MILES TO AZIMUTH
 HX2963'MARK ON THE RIGHT (NORTH) SIDE OF ROAD.
 HX2963'CONTINUE WESTERLY UP HILL FOR 0.15 MILE TO THE TOP OF
 HX2963'DIVIDE AND CROSS ROAD,
 HX2963'TURN LEFT AND GO SOUTHWEST ON DIRT ROAD FOR 0.75 MILE TO A FENCE
 HX2963'CORNER ON THE RIGHT AND
 HX2963'END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL PACK NORTHWEST
 HX2963'UP STEEP GRADE FOR ABOUT 0.15
 HX2963'MILE TO STATION AS DESCRIBED.
 HX2963'
 HX2963'AZIMUTH MARK IS 5.0 FEET NORTHWEST OF WITNESS POST WITH SIGN, 11.5
 HX2963'NORTHWEST OF THE
 HX2963'APPROXIMATE CENTER OF ROAD.  IT IS MARKED BY A STANDARD
 HX2963'DISK CEMENTED IN A DRILLHOLE IN
 HX2963'ROCK.  THE DISK IS STAMPED NEBO 1961.
 HX2963'
 HX2963'REFERENCE MARK NO. 1 IS 8.5 FEET SOUTH OF A HICKORY TREE AND 2.5 FEET
 HX2963'NORTHWEST OF A
 HX2963'HICKORY TREE.  IT IS MARKED BY A STANDARD DISK CEMENTED IN
 HX2963'THE TOP OF A 4 INCH ORANGEBURG
 HX2963'PIPE THAT PROJECTS 4 INCHES ABOVE THE GROUND
 HX2963'AND THE DISK IS STAMPED NEBO NO 1 1961.
 HX2963'
 HX2963'REFERENCE MARK NO. 2 IS 32 FEET NORTHEAST OF A DOGWOOD TREE AND 25
 HX2963'FEET SOUTHWEST OF
 HX2963'A SASSAFRAS TREE.  IT IS MARKED BY A STANDARD DISK
 HX2963'CEMENTED IN THE TOP OF A 4 INCH
 HX2963'ORANGEBURG PIPE THAT PROJECTS 5 INCHES
 HX2963'ABOVE THE GROUND AND THE DISK IS STAMPED NEBO NO 2
 HX2963'1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3161 ***********************************************************************
 GY3161  DESIGNATION -  NEELY
 GY3161  PID         -  GY3161
 GY3161  STATE/COUNTY-  WV/MINGO
 GY3161  USGS QUAD   -  WILSONDALE (1981)
 GY3161
 GY3161                         *CURRENT SURVEY CONTROL
 GY3161  ___________________________________________________________________
 GY3161* NAD 83(1995)-  37 52 45.13931(N)    082 19 13.04256(W)     ADJUSTED  
 GY3161* NAVD 88     -       562.4    (meters)    1845.     (feet)  VERTCON   
 GY3161  ___________________________________________________________________
 GY3161  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 GY3161  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GY3161
 GY3161  HORZ ORDER  -  SECOND
 GY3161
 GY3161.The horizontal coordinates were established by classical geodetic methods
 GY3161.and adjusted by the National Geodetic Survey in April 1998..
 GY3161
 GY3161.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3161
 GY3161.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3161
 GY3161.The geoid height was determined by GEOID03.
 GY3161
 GY3161;                    North         East     Units Scale Factor Converg.
 GY3161;SPC WV S     -    98,408.542   483,856.680   MT  0.99993979   -0 48 58.3
 GY3161;SPC KY1Z     - 1,177,107.973 1,801,636.760   MT  0.99990494   +2 06 20.5
 GY3161;SPC KY1Z     - 3,861,895.07  5,910,869.94   sFT  0.99990494   +2 06 20.5
 GY3161;SPC KY S     -   677,033.703   801,664.239   MT  0.99999057   +2 04 48.0
 GY3161;SPC KY S     - 2,221,234.74  2,630,126.76   sFT  0.99999057   +2 04 48.0
 GY3161;UTM  17      - 4,193,234.225   383,889.666   MT  0.99976605   -0 48 38.7
 GY3161
 GY3161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3161!SPC WV S     -   0.99991682  x   0.99993979  =   0.99985662
 GY3161!SPC KY1Z     -   0.99991682  x   0.99990494  =   0.99982177
 GY3161!SPC KY S     -   0.99991682  x   0.99999057  =   0.99990739
 GY3161!UTM  17      -   0.99991682  x   0.99976605  =   0.99968289
 GY3161
 GY3161|---------------------------------------------------------------------|
 GY3161| PID    Reference Object                     Distance      Geod. Az  |
 GY3161|                                                           dddmmss.s |
 GY3161| DC2821 NEELY RM 1                           23.361 METERS 19610     |
 GY3161| GY3165 WILLIAMS                            APPROX.16.3 KM 3231612.7 |
 GY3161| DC2822 NEELY RM 2                           12.683 METERS 34418     |
 GY3161|---------------------------------------------------------------------|
 GY3161
 GY3161                          SUPERSEDED SURVEY CONTROL
 GY3161
 GY3161  NAD 83(1995)-  37 52 45.14013(N)    082 19 13.04324(W) AD(       ) 2
 GY3161  NAD 83(1986)-  37 52 45.14645(N)    082 19 13.04779(W) AD(       ) 2
 GY3161  NAD 27      -  37 52 44.79800(N)    082 19 13.53230(W) AD(       ) 2
 GY3161  NGVD 29 (07/19/86)  562.6    (m)         1846.     (f) VERT ANG       
 GY3161
 GY3161.Superseded values are not recommended for survey control.
 GY3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3161.See file dsdata.txt to determine how the superseded data were derived.
 GY3161
 GY3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB8389093234(NAD 83)
 GY3161_MARKER: DS = TRIANGULATION STATION DISK
 GY3161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3161
 GY3161  HISTORY     - Date     Condition        Report By
 GY3161  HISTORY     - 1957     MONUMENTED       CGS
 GY3161
 GY3161                          STATION DESCRIPTION
 GY3161
 GY3161'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3161'STATION IS APPROXIMATELY 5.5 MILES NORTHEAST OF KERMIT, 4 MILES
 GY3161'SOUTHWEST OF BREEDEN, ON A PARTLY CLEARED KNOB BETWEEN THE WATERS
 GY3161'OF MARROWBONE AND JENNYS CREEKS, AT THE HEAD OF NEELY BRANCH AND ON
 GY3161'LAND OWNED BY MR. WALTER BAISDEN.
 GY3161'
 GY3161'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 40,
 GY3161'AT THE RAILROAD DEPOT IN KERMIT, GO NORTH ON U.S.  HIGHWAY 52 FOR
 GY3161'1.6 MILES TO A SIDE ROAD ON THE RIGHT, JUST AFTER CROSSING A STEEL
 GY3161'BRIDGE, AND A SIGN MARROWBONE CREEK ROAD, TURN RIGHT ON BLACKTOP
 GY3161'ROAD AND GO 2.5 MILES TO A FORK AND A STORE ON THE RIGHT, TAKE THE
 GY3161'RIGHT FORK, STRAIGHT AHEAD AND GO 4.4 MILES TO A SMALL WHITE
 GY3161'SCHOOL BUILDING ON THE RIGHT, JUST BEFORE CROSSING A WOODEN BRIDGE,
 GY3161'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO ANOTHER WOODEN BRIDGE AND
 GY3161'A SIDE ROAD SHARP TO THE LEFT AT THE EAST END OF THE BRIDGE, TURN
 GY3161'SHARP LEFT AND GO 0.05 MILE TO THE HOME OF MR. WALTER BAISDEN, PASS
 GY3161'THROUGH METAL GATE AND GO UP HILL ON SWITCHBACK ROAD FOR
 GY3161'0.2 MILE TO WOODEN GATE, PASS THROUGH GATE AND GO 0.3 MILE TO A METAL
 GY3161'GATE, PASS THROUGH GATE AND GO 0.1 MILE TO A ROAD FORK AND A HOUSE,
 GY3161'PASS TO THE RIGHT OF HOUSE AND FOLLOW THE MAIN TRAVELED ROAD FOR 0.35
 GY3161'MILE TO A METAL GATE, PASS THROUGH GATE AND GO 0.55 MILE TO A
 GY3161'BRANCH, CROSS BRANCH AND CONTINUE ON MAIN TRAVELED ROAD FOR 0.25
 GY3161'MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.8 MILE TO A ROAD ON THE
 GY3161'LEFT, CONTINUE UP HILL FOR 0.4 MILE TO A FORK, TAKE THE RIGHT FORK
 GY3161'AND GO 0.2 MILE TO A CLEARED ROAD ON THE LEFT, TURN LEFT AND GO
 GY3161'NORTHERLY UP HILL FOR 0.15 MILE TO THE HIGHEST POINT OF HILL AND
 GY3161'THE STATION. (NEED A FOUR-WHEEL DRIVE FOR THIS STATION.) (NOTE- FROM
 GY3161'THE THIRD GATE IN THE DESCRIPTION YOU WILL HAVE TO GET PERMISSION
 GY3161'FROM THE MAMONCA SYNDICATE, 817-1/2 FOURTH AVENUE, HUNTINGTON, WEST
 GY3161'VIRGINIA TO TRAVEL THE ROAD TO THE STATION.)
 GY3161'
 GY3161'STATION MARKS ARE STANDARD DISKS STAMPED NEELY 1957. THE SURFACE DISK
 GY3161'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES. IT IS 45
 GY3161'FEET SOUTHWEST OF A TWIN TRUNK TREE WITH A TRIANGLE BLAZE ON THE
 GY3161'SOUTH SIDE AND 26 FEET SOUTH OF A TREE WITH A TRIANGLE BLAZE ON THE
 GY3161'SOUTH SIDE. A STANDARD WITNESS POST WAS SET 3 FEET NORTH OF THE MARK.
 GY3161'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 20
 GY3161'INCHES BELOW THE SURFACE OF THE GROUND.
 GY3161'
 GY3161'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NEELY NO 1 1957, IS SET
 GY3161'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES. IT IS 10 FEET WEST
 GY3161'OF THE CENTER OF DIM CLEARED ROAD AND ON THE SOUTH SLOPE OF THE HILL.
 GY3161'
 GY3161'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NEELY NO 2 1957, IS SET
 GY3161'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS 10 FEET EAST
 GY3161'OF A TWIN TRUNK TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE.
 GY3161'
 GY3161'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 GY3161'
 GY3161'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4656 ***********************************************************************
 JV4656  DESIGNATION -  NEERSVILLE
 JV4656  PID         -  JV4656
 JV4656  STATE/COUNTY-  WV/JEFFERSON
 JV4656  USGS QUAD   -  ROUND HILL (1981)
 JV4656
 JV4656                         *CURRENT SURVEY CONTROL
 JV4656  ___________________________________________________________________
 JV4656* NAD 83(1995)-  39 14 17.08755(N)    077 46 16.00085(W)     ADJUSTED  
 JV4656* NAVD 88     -       467.     (meters)    1532.     (feet)  SCALED    
 JV4656  ___________________________________________________________________
 JV4656  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 JV4656  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JV4656
 JV4656  HORZ ORDER  -  SECOND
 JV4656
 JV4656.The horizontal coordinates were established by classical geodetic methods
 JV4656.and adjusted by the National Geodetic Survey in April 1998..
 JV4656
 JV4656.The orthometric height was scaled from a topographic map.
 JV4656
 JV4656.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4656
 JV4656.The geoid height was determined by GEOID03.
 JV4656
 JV4656;                    North         East     Units Scale Factor Converg.
 JV4656;SPC WV N     -    83,375.423   749,249.546   MT  0.99996352   +1 06 09.5
 JV4656;SPC VA N     - 2,174,681.802 3,562,928.634   MT  1.00000698   +0 27 17.7
 JV4656;SPC VA N     - 7,134,768.55 11,689,375.03   sFT  1.00000698   +0 27 17.7
 JV4656;UTM  18      - 4,346,857.120   260,832.008   MT  1.00030437   -1 45 13.3
 JV4656
 JV4656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4656!SPC WV N     -   0.99993199  x   0.99996352  =   0.99989551
 JV4656!SPC VA N     -   0.99993199  x   1.00000698  =   0.99993897
 JV4656!UTM  18      -   0.99993199  x   1.00030437  =   1.00023634
 JV4656
 JV4656:                Primary Azimuth Mark                     Grid Az
 JV4656:SPC WV N     -  HAMILTON                                 137 51 54.3
 JV4656:SPC VA N     -  HAMILTON                                 138 30 46.1
 JV4656:UTM  18      -  HAMILTON                                 140 43 17.1
 JV4656
 JV4656|---------------------------------------------------------------------|
 JV4656| PID    Reference Object                     Distance      Geod. Az  |
 JV4656|                                                           dddmmss.s |
 JV4656| JV4649 HAMILTON                            APPROX.18.7 KM 1385803.8 |
 JV4656| CK7112 NEERSVILLE RM 1                      17.945 METERS 24821     |
 JV4656| CK7113 NEERSVILLE RM 2                      15.939 METERS 30753     |
 JV4656|---------------------------------------------------------------------|
 JV4656
 JV4656                          SUPERSEDED SURVEY CONTROL
 JV4656
 JV4656  NAD 83(1995)-  39 14 17.08755(N)    077 46 16.00085(W) AD(       ) 2
 JV4656  NAD 83(1995)-  39 14 17.09101(N)    077 46 16.00445(W) AD(       ) 2
 JV4656  NAD 83(1986)-  39 14 17.08725(N)    077 46 16.01125(W) AD(       ) 2
 JV4656  NAD 27      -  39 14 16.72100(N)    077 46 17.03400(W) AD(       ) 2
 JV4656
 JV4656.Superseded values are not recommended for survey control.
 JV4656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4656.See file dsdata.txt to determine how the superseded data were derived.
 JV4656
 JV4656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ6083246857(NAD 83)
 JV4656_MARKER: DS = TRIANGULATION STATION DISK
 JV4656_SETTING: 66 = SET IN ROCK OUTCROP
 JV4656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV4656+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 JV4656
 JV4656  HISTORY     - Date     Condition        Report By
 JV4656  HISTORY     - 1942     MONUMENTED       CGS
 JV4656  HISTORY     - 20040313 GOOD             NGS
 JV4656
 JV4656                          STATION DESCRIPTION
 JV4656
 JV4656'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4656'STATION IS ABOUT 3.75 MILES NW OF HILLSBORO, ABOUT 6 MILES SE OF
 JV4656'CHARLES TOWN, ABOUT
 JV4656'1.5 MILES S OF KEYS GAP, AND IS ON THE PROPERTY OF MR. CHARLES CRANE.
 JV4656'THE STATION IS ON THE TOP OF A
 JV4656'WOODED HILL IN THE BLUE RIDGE MOUNTAIN ABOUT 350
 JV4656'FEET S OF KEYS GAP AIRWAY BEACON.  THE MARK IS
 JV4656'SET IN BEDROCK AND STAMPED NEERSVILLE 1942.
 JV4656'
 JV4656'R.M. NO. 1 IS SW OF STATION, SET IN BEDROCK, AND STAMPED NEERSVILLE
 JV4656'NO. 1, 1942.  R.M. NO. 2 IS
 JV4656'WNW OF THE STATION, SET IN BEDROCK, AND STAMPED NEERSVILLE NO. 2,
 JV4656'1942.
 JV4656'
 JV4656'REACHED FROM HILLSBORO, VA. POST OFFICE ON STATE ROUTE 9 BY GOING NW
 JV4656'ON STATE 9 FOR 2.0 MILES
 JV4656'TO JUNCTION OF STATE ROUTES 9 AND 275, KEEP LEFT FORK, ROUTE 9, AND
 JV4656'GO 3.65 MILES TO DIM WOOD-ROAD
 JV4656'LEFT, TURN LEFT ON WOOD ROAD AND FOLLOW MAIN TRAVELED
 JV4656'ROAD FOR 1.75 MILES TO DIM ROAD RIGHT LEADING
 JV4656'TO AIRWAY BEACON, TURN SHARP RIGHT
 JV4656'AND GO 0.05 MILES TO BEACON, TURN LEFT SW UP RIDGE FOR 110 PACES
 JV4656'TO TOP OF HILL AND STATION.
 JV4656'
 JV4656'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 JV4656
 JV4656                          STATION RECOVERY (2004)
 JV4656
 JV4656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (CSC)
 JV4656'CANNOT VOUCH FOR THE ORIGINAL TO REACH AS THE MARK WAS REACHED FROM
 JV4656'THE SOUTH BY THE APPALACHIAN TRAIL.  THERE IS A RADIO TOWER THERE,
 JV4656'HOWEVER, THAT IS STILL OBVIOUSLY ACCESSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1854 ***********************************************************************
 JX1854  DESIGNATION -  NEILLY
 JX1854  PID         -  JX1854
 JX1854  STATE/COUNTY-  WV/MARION
 JX1854  USGS QUAD   -  RIVESVILLE (1976)
 JX1854
 JX1854                         *CURRENT SURVEY CONTROL
 JX1854  ___________________________________________________________________
 JX1854* NAD 83(1995)-  39 33 54.20843(N)    080 06 18.49663(W)     ADJUSTED  
 JX1854* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 JX1854  ___________________________________________________________________
 JX1854  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 JX1854  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JX1854
 JX1854  HORZ ORDER  -  SECOND
 JX1854
 JX1854.The horizontal coordinates were established by classical geodetic methods
 JX1854.and adjusted by the National Geodetic Survey in April 1998..
 JX1854
 JX1854.The orthometric height was scaled from a topographic map.
 JX1854
 JX1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1854
 JX1854.The geoid height was determined by GEOID03.
 JX1854
 JX1854;                    North         East     Units Scale Factor Converg.
 JX1854;SPC WV N     -   118,414.684   548,002.020   MT  0.99994130   -0 23 09.4
 JX1854;UTM  17      - 4,379,867.079   576,868.175   MT  0.99967275   +0 34 12.0
 JX1854
 JX1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1854!SPC WV N     -   0.99993674  x   0.99994130  =   0.99987805
 JX1854!UTM  17      -   0.99993674  x   0.99967275  =   0.99960951
 JX1854
 JX1854|---------------------------------------------------------------------|
 JX1854| PID    Reference Object                     Distance      Geod. Az  |
 JX1854|                                                           dddmmss.s |
 JX1854| CX4296 NEILLY RM 1                          12.238 METERS 04846     |
 JX1854| CX4297 NEILLY RM 2                          13.228 METERS 10828     |
 JX1854| JX1852 CICERO                              APPROX. 0.7 KM 3381016.2 |
 JX1854|---------------------------------------------------------------------|
 JX1854
 JX1854                          SUPERSEDED SURVEY CONTROL
 JX1854
 JX1854  NAD 83(1986)-  39 33 54.20596(N)    080 06 18.50637(W) AD(       ) 2
 JX1854  NAD 27      -  39 33 53.91940(N)    080 06 19.22380(W) AD(       ) 2
 JX1854
 JX1854.Superseded values are not recommended for survey control.
 JX1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1854.See file dsdata.txt to determine how the superseded data were derived.
 JX1854
 JX1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7686879867(NAD 83)
 JX1854_MARKER: DS = TRIANGULATION STATION DISK
 JX1854_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JX1854_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JX1854
 JX1854  HISTORY     - Date     Condition        Report By
 JX1854  HISTORY     - 1941     MONUMENTED       CGS
 JX1854
 JX1854                          STATION DESCRIPTION
 JX1854
 JX1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1854'THE STATION IS LOCATED
 JX1854'ABOUT 3-1/2 MILES
 JX1854'BY ROAD N OF THE TOWN OF RIVESVILLE, 0.4
 JX1854'MILE SW OF U.S. HIGHWAY 19 AND 0.5
 JX1854'MILE S OF ARNETTS LUNCH AND
 JX1854'GAS STATION.  IT IS ON A HIGH KNOB KNOWN AS ARNETTS
 JX1854'HILL, COVERED
 JX1854'WITH SMALL TREES AND BRUSH AND OWNED BY CLYDE NEILLY WHO LIVES
 JX1854'ABOUT 0.25 MILE SE
 JX1854'OF THE STATION.  IT IS AT THE HIGHEST POINT OF
 JX1854'THE KNOB, 44 FEET SW OF A FENCE LINE,
 JX1854'STAMPED NEILLY 1941 AND IS
 JX1854'FLUSH WITH THE SURFACE OF THE GROUND.
 JX1854'
 JX1854'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JX1854'CONCRETE IN TILES.
 JX1854'
 JX1854'THE UNDERGROUND MARK IS STANDARD DISK SET IN A BLOCK OF CONCRETE.
 JX1854'
 JX1854'REFERENCE MARK NO. 1 IS 3 FEET SW OF A FENCE LINE, STAMPED
 JX1854'NEILLY NO. 1 1941
 JX1854'AND PROJECTS 4 INCHES.
 JX1854'
 JX1854'REFERENCE MARK NO. 2 IS 3 FEET SW OF A FENCE LINE, STAMPED
 JX1854'NEILLY NO. 2 1941
 JX1854'AND PROJECTS 4 INCHES.
 JX1854'
 JX1854'THE AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION
 JX1854'CICERO.
 JX1854'
 JX1854'TO REACH THE STATION FROM THE POST OFFICE IN RIVESVILLE, GO
 JX1854'N ON U.S. HIGHWAY
 JX1854'19 FOR 3.5 MILES TO ARNETTS LUNCH AND GAS STATION
 JX1854'ON THE RIGHT AND THE END OF TRUCK
 JX1854'TRAVEL.  FROM HERE PROCEED
 JX1854'ON FOOT FOLLOWING A PATH UP HILL EASTERLY TO THE TOP
 JX1854'OF THE RIDGE
 JX1854'AT A FENCE LINE, TURN RIGHT AND FOLLOW TRAIL S ABOUT 0.5 MILE TO
 JX1854'THE HIGHEST POINT
 JX1854'OF THE KNOB AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1143 ***********************************************************************
 JX1143  DESIGNATION -  NEMO
 JX1143  PID         -  JX1143
 JX1143  STATE/COUNTY-  WV/WOOD
 JX1143  USGS QUAD   -  LITTLE HOCKING (1994)
 JX1143
 JX1143                         *CURRENT SURVEY CONTROL
 JX1143  ___________________________________________________________________
 JX1143* NAD 83(1986)-  39 16 13.     (N)    081 39 13.     (W)     SCALED    
 JX1143* NAVD 88     -       188.141  (meters)     617.26   (feet)  ADJUSTED  
 JX1143  ___________________________________________________________________
 JX1143  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JX1143  DYNAMIC HT  -         188.023 (meters)     616.87  (feet)  COMP
 JX1143  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 JX1143
 JX1143  VERT ORDER  -  FIRST     CLASS II
 JX1143
 JX1143.The horizontal coordinates were scaled from a topographic map and have
 JX1143.an estimated accuracy of +/- 6 seconds.
 JX1143
 JX1143.The orthometric height was determined by differential leveling
 JX1143.and adjusted by the National Geodetic Survey in June 1991..
 JX1143
 JX1143.The geoid height was determined by GEOID03.
 JX1143
 JX1143.The dynamic height is computed by dividing the NAVD 88
 JX1143.geopotential number by the normal gravity value computed on the
 JX1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1143.degrees latitude (g = 980.6199 gals.).
 JX1143
 JX1143.The modeled gravity was interpolated from observed gravity values.
 JX1143
 JX1143;                    North         East    Units  Estimated Accuracy
 JX1143;SPC WV N     -    87,740.      414,180.      MT  (+/- 180 meters Scaled)
 JX1143
 JX1143                          SUPERSEDED SURVEY CONTROL
 JX1143
 JX1143  NGVD 29 (??/??/92)  188.336  (m)          617.90   (f) ADJ UNCH    1 2
 JX1143
 JX1143.Superseded values are not recommended for survey control.
 JX1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1143.See file dsdata.txt to determine how the superseded data were derived.
 JX1143
 JX1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD436469(NAD 83)
 JX1143_MARKER: DB = BENCH MARK DISK
 JX1143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1143_SP_SET: CULVERT
 JX1143_STAMPING: NEMO 1933
 JX1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1143
 JX1143  HISTORY     - Date     Condition        Report By
 JX1143  HISTORY     - 1933     MONUMENTED       CGS
 JX1143  HISTORY     - 1943     GOOD             NGS
 JX1143  HISTORY     - 1963     MARK NOT FOUND   LOCSUR
 JX1143  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1143
 JX1143                          STATION DESCRIPTION
 JX1143
 JX1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1143'5 MI W FROM PARKERSBURG.
 JX1143'5.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD (O. RIVER
 JX1143'DIV.) FROM THE ANN STREET STATION AT PARKERSBURG, WOOD COUNTY, 3
 JX1143'POLES WEST ACROSS THE TRACK FROM POLE 98+20, AT A 2-FOOT TILE-PIPE
 JX1143'CULVERT, IN THE TOP OF THE SOUTH STONE HEADWALL, 0.4 FOOT WEST OF
 JX1143'THE EAST END, 18.3 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 JX1143'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JX1143'NEMO 1933.
 JX1143
 JX1143                          STATION RECOVERY (1963)
 JX1143
 JX1143'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 JX1143'MARK NOT FOUND.
 JX1143
 JX1143                          STATION RECOVERY (1976)
 JX1143
 JX1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1239 ***********************************************************************
 HX1239  DESIGNATION -  NETTIE
 HX1239  PID         -  HX1239
 HX1239  STATE/COUNTY-  WV/NICHOLAS
 HX1239  USGS QUAD   -  NETTIE (1995)
 HX1239
 HX1239                         *CURRENT SURVEY CONTROL
 HX1239  ___________________________________________________________________
 HX1239* NAD 83(1995)-  38 14 16.51065(N)    080 42 36.43635(W)     ADJUSTED  
 HX1239* NAVD 88     -       817.547  (meters)    2682.24   (feet)  ADJUSTED  
 HX1239  ___________________________________________________________________
 HX1239  X           -     809,850.582 (meters)                     COMP
 HX1239  Y           -  -4,950,946.526 (meters)                     COMP
 HX1239  Z           -   3,926,707.226 (meters)                     COMP
 HX1239  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 HX1239  ELLIP HEIGHT-         786.32  (meters)          (04/01/98) GPS OBS
 HX1239  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX1239  DYNAMIC HT  -         816.894 (meters)    2680.09  (feet)  COMP
 HX1239  MODELED GRAV-     979,801.8   (mgal)                       NAVD 88
 HX1239
 HX1239  HORZ ORDER  -  THIRD
 HX1239  VERT ORDER  -  SECOND    CLASS 0
 HX1239  ELLP ORDER  -  FOURTH    CLASS I
 HX1239
 HX1239.The horizontal coordinates were established by classical geodetic methods
 HX1239.and adjusted by the National Geodetic Survey in April 1998..
 HX1239
 HX1239.The orthometric height was determined by differential leveling
 HX1239.and adjusted by the National Geodetic Survey in June 1991..
 HX1239
 HX1239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX1239
 HX1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1239
 HX1239.The ellipsoidal height was determined by GPS observations
 HX1239.and is referenced to NAD 83.
 HX1239
 HX1239.The geoid height was determined by GEOID03.
 HX1239
 HX1239.The dynamic height is computed by dividing the NAVD 88
 HX1239.geopotential number by the normal gravity value computed on the
 HX1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1239.degrees latitude (g = 980.6199 gals.).
 HX1239
 HX1239.The modeled gravity was interpolated from observed gravity values.
 HX1239
 HX1239;                    North         East     Units Scale Factor Converg.
 HX1239;SPC WV S     -   137,434.581   625,376.374   MT  0.99992611   +0 10 45.1
 HX1239;UTM  17      - 4,232,252.951   525,368.164   MT  0.99960793   +0 10 45.9
 HX1239
 HX1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1239!SPC WV S     -   0.99987663  x   0.99992611  =   0.99980275
 HX1239!UTM  17      -   0.99987663  x   0.99960793  =   0.99948461
 HX1239
 HX1239:                Primary Azimuth Mark                     Grid Az
 HX1239:SPC WV S     -  NETTIE AZ MK                             005 47 05.4
 HX1239:UTM  17      -  NETTIE AZ MK                             005 47 04.6
 HX1239
 HX1239|---------------------------------------------------------------------|
 HX1239| PID    Reference Object                     Distance      Geod. Az  |
 HX1239|                                                           dddmmss.s |
 HX1239| HX1241 NETTIE AZ MK                                       0055750.5 |
 HX1239| HX1238 NETTIE RM 1                           8.444 METERS 19554     |
 HX1239| HX2916 SUMMERSVILLE RESET                  APPROX.14.7 KM 2892959.7 |
 HX1239| HX1240 NETTIE RM 2                           6.438 METERS 29258     |
 HX1239|---------------------------------------------------------------------|
 HX1239
 HX1239                          SUPERSEDED SURVEY CONTROL
 HX1239
 HX1239  NAD 83(1986)-  38 14 16.51714(N)    080 42 36.45140(W) AD(       ) 3
 HX1239  NAD 27      -  38 14 16.11240(N)    080 42 37.12220(W) AD(       ) 3
 HX1239  NGVD 29 (??/??/92)  817.688  (m)         2682.70   (f) ADJ UNCH    2 0
 HX1239
 HX1239.Superseded values are not recommended for survey control.
 HX1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1239.See file dsdata.txt to determine how the superseded data were derived.
 HX1239
 HX1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC2536832253(NAD 83)
 HX1239_MARKER: DS = TRIANGULATION STATION DISK
 HX1239_SETTING: 80 = SET IN A BOULDER
 HX1239_SP_SET: SET IN DRILL HOLE IN A BOULDER
 HX1239_STAMPING: NETTIE 1961
 HX1239_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1239+STABILITY: SURFACE MOTION
 HX1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX1239+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1988
 HX1239
 HX1239  HISTORY     - Date     Condition        Report By
 HX1239  HISTORY     - 1961     MONUMENTED       CGS
 HX1239  HISTORY     - 1962     GOOD             NGS
 HX1239  HISTORY     - 1984     GOOD             LOCENG
 HX1239  HISTORY     - 1987     GOOD             NGS
 HX1239  HISTORY     - 19880520 GOOD
 HX1239
 HX1239                          STATION DESCRIPTION
 HX1239
 HX1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX1239'STATION IS LOCATED ON A LARGE SANDSTONE BOULDER THAT IS ON A SMALL
 HX1239'KNOLL.  IT IS
 HX1239'ABOUT 1.5 MILES NORTHWEST OF NETTIE, ABOUT 0.15 MILE EAST OF
 HX1239'STATE HIGHWAY NO. 3. AND 56 FEET
 HX1239'WEST OF THE APPROXIMATE CENTERLINE OF
 HX1239'WARD ROAD.  STATION IS MARKED BY A STANDARD DISK
 HX1239'CEMENTED FLUSH IN DRILLHOLE
 HX1239'IN LARGE BOULDER AND THE DISK IS STAMPED NETTIE 1961.  IT IS 49
 HX1239'FEET SOUTHEAST OF
 HX1239'A LARGE DEAD TREE, 56 FEET WEST OF THE APPROXIMATE CENTERLINE
 HX1239'OF WARD ROAD AND 75 FEET NORTH
 HX1239'OF A POLE GATE.
 HX1239'
 HX1239'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 3. AND
 HX1239'20 AT NETTIE, GO
 HX1239'WESTERLY ON STATE HIGHWAY NO. 3. FOR 1.9 MILES TO A SIDE
 HX1239'ROAD RIGHT (WARD ROAD) TURN RIGHT
 HX1239'AND GO NORTHERLY FOR 0.2 MILE TO A
 HX1239'POLE GATE ON THE LEFT.  (CONTINUE STRAIGHT AHEAD ON
 HX1239'WARD ROAD FOR 0.2 MILE
 HX1239'AND AZIMUTH MARK ON THE LEFT ABOUT 100 YARDS UP SMALL KNOLL.)
 HX1239'STATION IS 75 FEET
 HX1239'NORTH OF GATE ON TOP OF LARGE BOULDER.
 HX1239'
 HX1239'AZIMUTH MARK IS MARKED BY A STANDARD DISK CEMENTED IN DRILLHOLE IN
 HX1239'LARGE BOULDER AND
 HX1239'THE DISK IS STAMPED NETTIE 1961.  IT IS 18 FEET NORTH
 HX1239'OF METAL WITNESS POST WITH SIGN, 14
 HX1239'FEET WEST OF THE EAST EDGE OF LEDGE
 HX1239'OF ROCK AND ABOUT 100 YARDS WEST OF ROAD.
 HX1239'
 HX1239'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK CEMENTED IN
 HX1239'DRILLHOLE IN LARGE
 HX1239'BOULDER AND THE DISK IS STAMPED NETTIE NO 1 1961.  IT IS
 HX1239'52 FEET WEST OF THE
 HX1239'APPROXIMATE CENTERLINE OF ROAD AND 48 FEET NORTH OF
 HX1239'POLE GATE.
 HX1239'
 HX1239'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD DISK CEMENTED IN
 HX1239'DRILLHOLE IN LARGE
 HX1239'BOULDER AND THE DISK IS STAMPED NETTIE NO 2 1961.  IT IS
 HX1239'27 FEET SOUTHEAST OF A
 HX1239'LARGE DEAD TREE, 52.5 FEET EAST OF A SMALL TREE
 HX1239'AND 59.5 FEET EAST OF FENCELINE.
 HX1239'
 HX1239'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 HX1239
 HX1239                          STATION RECOVERY (1962)
 HX1239
 HX1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX1239'2.1 MI W FROM NETTIE.
 HX1239'ABOUT 1.9 MILES ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX1239'STATE HIGHWAY 20 AT NETTIE, THENCE ABOUT 0.2 MILES NORTH ALONG
 HX1239'WARD ROAD (A BLACK TOP ROAD), SET ON TOP OF THE SOUTHEAST
 HX1239'END OF A HUGE MASS OF ROCK STATIONED ON TOP OF THE FIRST BALD KNOB
 HX1239'NORTH OF THE HIGHWAY, 68 FEET NORTHWEST OF THE CENTER LINE OF THE
 HX1239'ROAD, 10 1/2 FEET NORTH OF THE SOUTH CORNER OF THE TRIANGULATION
 HX1239'MARK, AND ABOUT 19 FEET ABOVE THE LEVEL OF THE ROAD.
 HX1239
 HX1239                          STATION RECOVERY (1984)
 HX1239
 HX1239'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (AV)
 HX1239'STATION, AZIMUTH AND REF. MARKS IN GOOD COND.
 HX1239'
 HX1239'NETTIE 1961 RECOVERED AS DESCRIBED.
 HX1239
 HX1239                          STATION RECOVERY (1987)
 HX1239
 HX1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 HX1239'THE STATION WAS RECOVERED AT THIS DATE.
 HX1239'OTHER MARKS NOT SEARCHED FOR.
 HX1239'
 HX1239'STATION IS ON HOUSE-SIZE BOULDER AT EDGE OF PASTURE.
 HX1239'OWNERSHIP--CORVAL CHAPMAN, GENERAL DELIVERY, NETTIE WV 26681.
 HX1239'PHONE (304) 846-9660 OR 872-1267.
 HX1239'
 HX1239'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 39
 HX1239'IN NETTIE, GO WEST FOR 2.39 KM (1.5 MI) ON HIGHWAY 39 TO DEEPWELL
 HX1239'ROAD ON THE LEFT.
 HX1239'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.59 KM (0.4 MI) ON HIGHWAY
 HX1239'39 TO A NARROW PAVED ROAD RIGHT.
 HX1239'TURN RIGHT AND GO NORTH FOR 0.22 KM (0.15 MI) ON WARD ROAD TO TOP
 HX1239'OF RISE, A METAL GATE AND STATION ON THE LEFT.
 HX1239'
 HX1239'STATION MARK IS SET FLUSH IN A DRILL HOLE IN A 5 BY 11 METER FLAT
 HX1239'BOULDER THAT PROJECTS ABOUT 4 METERS ON ITS SOUTHEAST SIDE.
 HX1239'STATION IS ABOUT 25 METERS (SLOPE) NORTHWEST OF THE ROAD CENTER,
 HX1239'2.2 METERS WEST OF THE EAST EDGE OF THE BOULDER, 3.3 METERS SOUTH
 HX1239'OF THE NORTH EDGE, AND 1.5 METERS EAST OF A CREVICE IN THE BOULDER.
 HX1239'
 HX1239'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 HX1239
 HX1239                          STATION RECOVERY (1988)
 HX1239
 HX1239'RECOVERED 1988
 HX1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2911 ***********************************************************************
 HX2911  DESIGNATION -  NETTIE ATT MICROWAVE MAST
 HX2911  PID         -  HX2911
 HX2911  STATE/COUNTY-  WV/NICHOLAS
 HX2911  USGS QUAD   -  NETTIE (1995)
 HX2911
 HX2911                         *CURRENT SURVEY CONTROL
 HX2911  ___________________________________________________________________
 HX2911* NAD 83(1995)-  38 13 27.10776(N)    080 41 30.51523(W)     ADJUSTED  
 HX2911* NAVD 88     -                                                        
 HX2911  ___________________________________________________________________
 HX2911  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 HX2911  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HX2911
 HX2911  HORZ ORDER  -  THIRD
 HX2911
 HX2911.The horizontal coordinates were established by classical geodetic methods
 HX2911.and adjusted by the National Geodetic Survey in April 1998..
 HX2911
 HX2911
 HX2911.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2911
 HX2911.The geoid height was determined by GEOID03.
 HX2911
 HX2911;                    North         East     Units Scale Factor Converg.
 HX2911;SPC WV S     -   135,916.607   626,984.439   MT  0.99992592   +0 11 25.9
 HX2911;UTM  17      - 4,230,735.464   526,975.724   MT  0.99960896   +0 11 26.5
 HX2911
 HX2911                          SUPERSEDED SURVEY CONTROL
 HX2911
 HX2911  NAD 83(1986)-  38 13 27.11724(N)    080 41 30.52925(W) AD(       ) 4
 HX2911  NAD 27      -  38 13 26.71400(N)    080 41 31.19500(W) AD(       ) 3
 HX2911
 HX2911.Superseded values are not recommended for survey control.
 HX2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2911.See file dsdata.txt to determine how the superseded data were derived.
 HX2911
 HX2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC2697630735(NAD 83)
 HX2911_MARKER: 44 = MICROWAVE MAST
 HX2911
 HX2911  HISTORY     - Date     Condition        Report By
 HX2911  HISTORY     - 1961     FIRST OBSERVED   CGS
 HX2911
 HX2911                          STATION DESCRIPTION
 HX2911
 HX2911'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2911'STATION IS LOCATED ON THE SUMMIT OF A SMALL GRASS COVERED
 HX2911'KNOLL THAT IS
 HX2911'SURROUNDED BY TIMBER, ABOUT 75 YARDS SOUTH-SOUTHWEST OF STATE HIGHWAY
 HX2911'39 AND ABOUT 1/4 MILE WEST OF THE
 HX2911'POST OFFICE IN NETTIE.
 HX2911'
 HX2911'IT IS A 4-STEEL CHANNEL COLUMN STRUCTURE, ABOUT 400 FEET IN HEIGHT,
 HX2911'ORANGE-WHITE IN COLOR WITH 4
 HX2911'LARGE VOICE MIRRORS AND A RED LIGHT THAT BLINKS MOUNTED AT THE TOP.
 HX2911'
 HX2911'POINT INTERSECTED WAS THE LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1241 ***********************************************************************
 HX1241  DESIGNATION -  NETTIE AZ MK
 HX1241  PID         -  HX1241
 HX1241  STATE/COUNTY-  WV/NICHOLAS
 HX1241  USGS QUAD   -  NETTIE (1995)
 HX1241
 HX1241                         *CURRENT SURVEY CONTROL
 HX1241  ___________________________________________________________________
 HX1241* NAD 83(1986)-  38 14 27.     (N)    080 42 32.     (W)     SCALED    
 HX1241* NAVD 88     -       809.427  (meters)    2655.60   (feet)  ADJUSTED  
 HX1241  ___________________________________________________________________
 HX1241  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX1241  DYNAMIC HT  -         808.781 (meters)    2653.48  (feet)  COMP
 HX1241  MODELED GRAV-     979,802.2   (mgal)                       NAVD 88
 HX1241
 HX1241  VERT ORDER  -  SECOND    CLASS 0
 HX1241
 HX1241.The horizontal coordinates were scaled from a topographic map and have
 HX1241.an estimated accuracy of +/- 6 seconds.
 HX1241
 HX1241.The orthometric height was determined by differential leveling
 HX1241.and adjusted by the National Geodetic Survey in June 1991..
 HX1241
 HX1241.The geoid height was determined by GEOID03.
 HX1241
 HX1241.The dynamic height is computed by dividing the NAVD 88
 HX1241.geopotential number by the normal gravity value computed on the
 HX1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1241.degrees latitude (g = 980.6199 gals.).
 HX1241
 HX1241.The modeled gravity was interpolated from observed gravity values.
 HX1241
 HX1241;                    North         East    Units  Estimated Accuracy
 HX1241;SPC WV S     -   137,760.      625,480.      MT  (+/- 180 meters Scaled)
 HX1241
 HX1241                          SUPERSEDED SURVEY CONTROL
 HX1241
 HX1241  NGVD 29 (??/??/92)  809.569  (m)         2656.06   (f) ADJ UNCH    2 0
 HX1241
 HX1241.Superseded values are not recommended for survey control.
 HX1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1241.See file dsdata.txt to determine how the superseded data were derived.
 HX1241
 HX1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC254325(NAD 83)
 HX1241_MARKER: DZ = AZIMUTH MARK DISK
 HX1241_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1241_SP_SET: UNSPECIFIED ROCK
 HX1241_STAMPING: NETTIE AZI 1961
 HX1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1241
 HX1241  HISTORY     - Date     Condition        Report By
 HX1241  HISTORY     - 1961     MONUMENTED       CGS
 HX1241  HISTORY     - 1962     GOOD             NGS
 HX1241
 HX1241                          STATION DESCRIPTION
 HX1241
 HX1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1241'2.3 MI W FROM NETTIE.
 HX1241'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX1241'WITH STATE HIGHWAY 20, AT NETTIE, THENCE ABOUT 0.4 MILES NORTH
 HX1241'ALONG WARD ROAD (A BLACK TOP ROAD), ON THE EAST SLOPE OF A
 HX1241'RIDGE ALONG THE WEST SIDE OF THE ROAD, SET ON TOP OF THE SOUTHEAST
 HX1241'CORNER OF A THREE CORNERED ROCK ABOUT 60 FEET LONG ON EACH SIDE,
 HX1241'295 FEET WEST OF THE SOUTHEAST CORNER OF THE ROCK, TAPE WAS
 HX1241'USED AND WAS MEASURED WITH THE SLOPE OF THE HILL, AND ABOUT
 HX1241'80 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1238 ***********************************************************************
 HX1238  DESIGNATION -  NETTIE RM 1
 HX1238  PID         -  HX1238
 HX1238  STATE/COUNTY-  WV/NICHOLAS
 HX1238  USGS QUAD   -  NETTIE (1995)
 HX1238
 HX1238                         *CURRENT SURVEY CONTROL
 HX1238  ___________________________________________________________________
 HX1238* NAD 83(1986)-  38 14 16.     (N)    080 42 36.     (W)     SCALED    
 HX1238* NAVD 88     -       816.336  (meters)    2678.26   (feet)  ADJUSTED  
 HX1238  ___________________________________________________________________
 HX1238  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX1238  DYNAMIC HT  -         815.684 (meters)    2676.12  (feet)  COMP
 HX1238  MODELED GRAV-     979,801.8   (mgal)                       NAVD 88
 HX1238
 HX1238  VERT ORDER  -  SECOND    CLASS 0
 HX1238
 HX1238.The horizontal coordinates were scaled from a topographic map and have
 HX1238.an estimated accuracy of +/- 6 seconds.
 HX1238
 HX1238.The orthometric height was determined by differential leveling
 HX1238.and adjusted by the National Geodetic Survey in June 1991..
 HX1238
 HX1238.The geoid height was determined by GEOID03.
 HX1238
 HX1238.The dynamic height is computed by dividing the NAVD 88
 HX1238.geopotential number by the normal gravity value computed on the
 HX1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1238.degrees latitude (g = 980.6199 gals.).
 HX1238
 HX1238.The modeled gravity was interpolated from observed gravity values.
 HX1238
 HX1238;                    North         East    Units  Estimated Accuracy
 HX1238;SPC WV S     -   137,420.      625,390.      MT  (+/- 180 meters Scaled)
 HX1238
 HX1238                          SUPERSEDED SURVEY CONTROL
 HX1238
 HX1238  NGVD 29 (??/??/92)  816.477  (m)         2678.72   (f) ADJ UNCH    2 0
 HX1238
 HX1238.Superseded values are not recommended for survey control.
 HX1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1238.See file dsdata.txt to determine how the superseded data were derived.
 HX1238
 HX1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC253322(NAD 83)
 HX1238_MARKER: DR = REFERENCE MARK DISK
 HX1238_SETTING: 80 = SET IN A BOULDER
 HX1238_SP_SET: BOULDER
 HX1238_STAMPING: NETTIE NO 1 1961
 HX1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1238+STABILITY: SURFACE MOTION
 HX1238
 HX1238  HISTORY     - Date     Condition        Report By
 HX1238  HISTORY     - 1961     MONUMENTED       CGS
 HX1238  HISTORY     - 1962     GOOD             NGS
 HX1238
 HX1238                          STATION DESCRIPTION
 HX1238
 HX1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1238'2.1 MI W FROM NETTIE.
 HX1238'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX1238'STATE HIGHWAY 20 AT NETTIE, THENCE ABOUT 0.2 MILES NORTH ALONG
 HX1238'WARD ROAD, (A BLACK TOP ROAD), SET ON TOP OF THE NORTH END OF A
 HX1238'BOULDER ABOUT 10 BY 5 FEET WIDE AND IS PART OF A HUGE MASS OF
 HX1238'ROCK ON THE TOP OF THE FIRST BALD KNOB NORTH OF THE HIGHWAY,
 HX1238'62 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 0.9 FEET SOUTH
 HX1238'OF THE NORTH END OF THE BOULDER, 27.6 FEET SOUTHWEST OF THE STATION
 HX1238'MARK, AND ABOUT 15 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1240 ***********************************************************************
 HX1240  DESIGNATION -  NETTIE RM 2
 HX1240  PID         -  HX1240
 HX1240  STATE/COUNTY-  WV/NICHOLAS
 HX1240  USGS QUAD   -  NETTIE (1995)
 HX1240
 HX1240                         *CURRENT SURVEY CONTROL
 HX1240  ___________________________________________________________________
 HX1240* NAD 83(1986)-  38 14 16.     (N)    080 42 36.     (W)     SCALED    
 HX1240* NAVD 88     -       817.387  (meters)    2681.71   (feet)  ADJUSTED  
 HX1240  ___________________________________________________________________
 HX1240  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX1240  DYNAMIC HT  -         816.734 (meters)    2679.57  (feet)  COMP
 HX1240  MODELED GRAV-     979,801.8   (mgal)                       NAVD 88
 HX1240
 HX1240  VERT ORDER  -  SECOND    CLASS 0
 HX1240
 HX1240.The horizontal coordinates were scaled from a topographic map and have
 HX1240.an estimated accuracy of +/- 6 seconds.
 HX1240
 HX1240.The orthometric height was determined by differential leveling
 HX1240.and adjusted by the National Geodetic Survey in June 1991..
 HX1240
 HX1240.The geoid height was determined by GEOID03.
 HX1240
 HX1240.The dynamic height is computed by dividing the NAVD 88
 HX1240.geopotential number by the normal gravity value computed on the
 HX1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1240.degrees latitude (g = 980.6199 gals.).
 HX1240
 HX1240.The modeled gravity was interpolated from observed gravity values.
 HX1240
 HX1240;                    North         East    Units  Estimated Accuracy
 HX1240;SPC WV S     -   137,420.      625,390.      MT  (+/- 180 meters Scaled)
 HX1240
 HX1240                          SUPERSEDED SURVEY CONTROL
 HX1240
 HX1240  NGVD 29 (??/??/92)  817.528  (m)         2682.17   (f) ADJ UNCH    2 0
 HX1240
 HX1240.Superseded values are not recommended for survey control.
 HX1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1240.See file dsdata.txt to determine how the superseded data were derived.
 HX1240
 HX1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC253322(NAD 83)
 HX1240_MARKER: DR = REFERENCE MARK DISK
 HX1240_SETTING: 80 = SET IN A BOULDER
 HX1240_SP_SET: BOULDER
 HX1240_STAMPING: NETTIE NO 2 1961
 HX1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1240+STABILITY: SURFACE MOTION
 HX1240
 HX1240  HISTORY     - Date     Condition        Report By
 HX1240  HISTORY     - 1961     MONUMENTED       CGS
 HX1240  HISTORY     - 1962     GOOD             NGS
 HX1240
 HX1240                          STATION DESCRIPTION
 HX1240
 HX1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1240'2.1 MI W FROM NETTIE.
 HX1240'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX1240'STATE HIGHWAY 20 AT NETTIE, THENCE ABOUT 0.2 MILES NORTH ALONG
 HX1240'WARD ROAD (A BLACK TOP ROAD), SET ON TOP OF NORTHWEST END OF
 HX1240'A HUGE MASS OF BOULDERS ON TOP OF THE FIRST BALD KNOB NORTH OF
 HX1240'THE HIGHWAY, 89 FEET NORTHWEST OF THE CENTER LINE OF ROAD, 15
 HX1240'FEET SOUTHEAST OF THE NORTHWEST END OF THE BOULDERS, 21.1 FEET
 HX1240'NORTHWEST OF THE STATION MARK, AND ABOUT 17.5 FEET ABOVE THE
 HX1240'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2005 ***********************************************************************
 JX2005  DESIGNATION -  NEW MARTINSVILLE BRIDGE W LT
 JX2005  PID         -  JX2005
 JX2005  STATE/COUNTY-  WV/WETZEL
 JX2005  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2005
 JX2005                         *CURRENT SURVEY CONTROL
 JX2005  ___________________________________________________________________
 JX2005* NAD 83(1995)-  39 39 33.36965(N)    080 51 54.05246(W)     ADJUSTED  
 JX2005* NAVD 88     -                                                        
 JX2005  ___________________________________________________________________
 JX2005  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 JX2005  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX2005
 JX2005  HORZ ORDER  -  THIRD
 JX2005
 JX2005.The horizontal coordinates were established by classical geodetic methods
 JX2005.and adjusted by the National Geodetic Survey in April 1998..
 JX2005
 JX2005
 JX2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2005
 JX2005.The geoid height was determined by GEOID03.
 JX2005
 JX2005;                    North         East     Units Scale Factor Converg.
 JX2005;SPC WV N     -   129,588.840   482,870.279   MT  0.99994091   -0 52 14.0
 JX2005;SPC OH S     -   185,472.510   740,294.130   MT  0.99994739   +1 02 14.7
 JX2005;UTM  17      - 4,389,949.269   511,579.383   MT  0.99960165   +0 05 10.1
 JX2005
 JX2005                          SUPERSEDED SURVEY CONTROL
 JX2005
 JX2005  NAD 83(1986)-  39 39 33.37642(N)    080 51 54.06043(W) AD(       ) 4
 JX2005  NAD 27      -  39 39 33.09900(N)    080 51 54.69800(W) AD(       ) 3
 JX2005
 JX2005.Superseded values are not recommended for survey control.
 JX2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2005.See file dsdata.txt to determine how the superseded data were derived.
 JX2005
 JX2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1157989949(NAD 83)
 JX2005_MARKER: 14 = NAVIGATION LIGHT
 JX2005
 JX2005  HISTORY     - Date     Condition        Report By
 JX2005  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2005
 JX2005                          STATION DESCRIPTION
 JX2005
 JX2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JX2005'THE STATIONS ARE THE CENTERS OF THE RED LIGHTS ON THE HIGHEST
 JX2005'POINTS OF THE EAST
 JX2005'AND WEST END OF THE BRIDGE.  THE STRUCTURE IS PAINTED SILVER AND IS
 JX2005'BUILT OF CONSTRUCTION STEEL.  THE
 JX2005'OVERALL HEIGHT IS ABOUT 200 FEET ABOVE THE WATER
 JX2005'LEVEL OF THE RIVER.
 JX2005'
 JX2005'IT IS LOCATED IN THE NORTH EDGE OF NEW MARTINSVILLE, CONNECTING
 JX2005'TRAVEL POINTS BETWEEN WEST
 JX2005'VIRGINIAND OHIO ACROSS THE OHIO RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2013 ***********************************************************************
 JX2013  DESIGNATION -  NEW MARTINSVILLE BRIDGE E LT
 JX2013  PID         -  JX2013
 JX2013  STATE/COUNTY-  WV/WETZEL
 JX2013  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2013
 JX2013                         *CURRENT SURVEY CONTROL
 JX2013  ___________________________________________________________________
 JX2013* NAD 83(1995)-  39 39 32.90987(N)    080 51 44.92904(W)     ADJUSTED  
 JX2013* NAVD 88     -                                                        
 JX2013  ___________________________________________________________________
 JX2013  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 JX2013  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX2013
 JX2013  HORZ ORDER  -  THIRD
 JX2013
 JX2013.The horizontal coordinates were established by classical geodetic methods
 JX2013.and adjusted by the National Geodetic Survey in April 1998..
 JX2013
 JX2013
 JX2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2013
 JX2013.The geoid height was determined by GEOID03.
 JX2013
 JX2013;                    North         East     Units Scale Factor Converg.
 JX2013;SPC WV N     -   129,571.361   483,087.510   MT  0.99994091   -0 52 08.2
 JX2013;SPC OH S     -   185,462.274   740,511.824   MT  0.99994738   +1 02 20.5
 JX2013;UTM  17      - 4,389,935.424   511,796.802   MT  0.99960171   +0 05 16.0
 JX2013
 JX2013                          SUPERSEDED SURVEY CONTROL
 JX2013
 JX2013  NAD 83(1986)-  39 39 32.91663(N)    080 51 44.93703(W) AD(       ) 4
 JX2013  NAD 27      -  39 39 32.63900(N)    080 51 45.57300(W) AD(       ) 3
 JX2013
 JX2013.Superseded values are not recommended for survey control.
 JX2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2013.See file dsdata.txt to determine how the superseded data were derived.
 JX2013
 JX2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1179789935(NAD 83)
 JX2013_MARKER: 14 = NAVIGATION LIGHT
 JX2013
 JX2013  HISTORY     - Date     Condition        Report By
 JX2013  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2013
 JX2013                          STATION DESCRIPTION
 JX2013
 JX2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2013'THE STATIONS ARE THE CENTERS OF THE RED LIGHTS ON THE HIGHEST
 JX2013'POINTS OF THE EAST
 JX2013'AND WEST END OF THE BRIDGE.  THE STRUCTURE IS PAINTED SILVER AND IS
 JX2013'BUILT OF CONSTRUCTION STEEL.  THE
 JX2013'OVERALL HEIGHT IS ABOUT 200 FEET ABOVE THE WATER
 JX2013'LEVEL OF THE RIVER.
 JX2013'
 JX2013'IT IS LOCATED IN THE NORTH EDGE OF NEW MARTINSVILLE, CONNECTING
 JX2013'TRAVEL POINTS BETWEEN WEST
 JX2013'VIRGINIA AND OHIO ACROSS THE OHIO RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2019 ***********************************************************************
 JX2019  DESIGNATION -  NEW MARTINSVILLE CABLE CO TWR
 JX2019  PID         -  JX2019
 JX2019  STATE/COUNTY-  WV/WETZEL
 JX2019  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2019
 JX2019                         *CURRENT SURVEY CONTROL
 JX2019  ___________________________________________________________________
 JX2019* NAD 83(1995)-  39 39 26.27739(N)    080 50 09.40068(W)     ADJUSTED  
 JX2019* NAVD 88     -                                                        
 JX2019  ___________________________________________________________________
 JX2019  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 JX2019  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JX2019
 JX2019  HORZ ORDER  -  THIRD
 JX2019
 JX2019.The horizontal coordinates were established by classical geodetic methods
 JX2019.and adjusted by the National Geodetic Survey in April 1998..
 JX2019
 JX2019
 JX2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2019
 JX2019.The geoid height was determined by GEOID03.
 JX2019
 JX2019;                    North         East     Units Scale Factor Converg.
 JX2019;SPC WV N     -   129,332.645   485,361.286   MT  0.99994089   -0 51 07.3
 JX2019;SPC OH S     -   185,299.392   742,792.302   MT  0.99994722   +1 03 21.2
 JX2019;UTM  17      - 4,389,734.776   514,073.474   MT  0.99960244   +0 06 16.9
 JX2019
 JX2019                          SUPERSEDED SURVEY CONTROL
 JX2019
 JX2019  NAD 83(1986)-  39 39 26.28410(N)    080 50 09.40862(W) AD(       ) 4
 JX2019  NAD 27      -  39 39 26.00700(N)    080 50 10.04900(W) AD(       ) 3
 JX2019
 JX2019.Superseded values are not recommended for survey control.
 JX2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2019.See file dsdata.txt to determine how the superseded data were derived.
 JX2019
 JX2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1407389735(NAD 83)
 JX2019_MARKER: 55 = TOWER
 JX2019
 JX2019  HISTORY     - Date     Condition        Report By
 JX2019  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2019
 JX2019                          STATION DESCRIPTION
 JX2019
 JX2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2019'THE STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A STEEL,
 JX2019'FOUR LEGGED
 JX2019'STRUCTURE, SELF SUPPORTED AND UNPAINTED, WITH A SMALL SQUARE CAGE ON
 JX2019'THE TOP.  THE OVERALL HEIGHT IS ABOUT
 JX2019'80 FEET.
 JX2019'
 JX2019'IT IS LOCATED ON A HIGH HILL ABOUT 2 MILES EAST OF NEW MARTINSVILLE.
 JX2019'THE TOWER IS OWNED AND OPERATED
 JX2019'BY THE 5 CHANNEL CABLE COMPANY OF NEW MARTINSVILLE, WEST VIRGINIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2004 ***********************************************************************
 JX2004  DESIGNATION -  NEW MARTINSVILLE CTHSE TWR
 JX2004  PID         -  JX2004
 JX2004  STATE/COUNTY-  WV/WETZEL
 JX2004  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2004
 JX2004                         *CURRENT SURVEY CONTROL
 JX2004  ___________________________________________________________________
 JX2004* NAD 83(1995)-  39 38 25.69465(N)    080 51 57.78296(W)     ADJUSTED  
 JX2004* NAVD 88     -                                                        
 JX2004  ___________________________________________________________________
 JX2004  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 JX2004  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JX2004
 JX2004  HORZ ORDER  -  THIRD
 JX2004
 JX2004.The horizontal coordinates were established by classical geodetic methods
 JX2004.and adjusted by the National Geodetic Survey in April 1998..
 JX2004
 JX2004
 JX2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2004
 JX2004.The geoid height was determined by GEOID03.
 JX2004
 JX2004;                    North         East     Units Scale Factor Converg.
 JX2004;SPC WV N     -   127,503.385   482,749.633   MT  0.99994077   -0 52 16.4
 JX2004;SPC OH S     -   183,384.183   740,242.985   MT  0.99994587   +1 02 12.4
 JX2004;UTM  17      - 4,387,862.799   511,493.603   MT  0.99960163   +0 05 07.6
 JX2004
 JX2004                          SUPERSEDED SURVEY CONTROL
 JX2004
 JX2004  NAD 83(1986)-  39 38 25.70135(N)    080 51 57.79097(W) AD(       ) 4
 JX2004  NAD 27      -  39 38 25.42200(N)    080 51 58.42800(W) AD(       ) 3
 JX2004
 JX2004.Superseded values are not recommended for survey control.
 JX2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2004.See file dsdata.txt to determine how the superseded data were derived.
 JX2004
 JX2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1149487863(NAD 83)
 JX2004_MARKER: 55 = TOWER
 JX2004
 JX2004  HISTORY     - Date     Condition        Report By
 JX2004  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2004
 JX2004                          STATION DESCRIPTION
 JX2004
 JX2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2004'THE STATION IS THE CENTER OF THE TOP OF THE CLOCK TOWER.  IT IS
 JX2004'IN THE CENTER OF
 JX2004'THE BUSINESS DISTRICT OF NEW MARTINSVILLE.  IT IS A STONE STRUCTURE
 JX2004'WITH A CLOCK ON EACH OF THE FOUR SIDES
 JX2004'OF THE BELFRY.  THE OVERALL HEIGHT IS ABOUT 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2012 ***********************************************************************
 JX2012  DESIGNATION -  NEW MARTINSVILLE RAD WETZ TWR
 JX2012  PID         -  JX2012
 JX2012  STATE/COUNTY-  WV/WETZEL
 JX2012  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2012
 JX2012                         *CURRENT SURVEY CONTROL
 JX2012  ___________________________________________________________________
 JX2012* NAD 83(1995)-  39 39 29.58264(N)    080 51 32.79821(W)     ADJUSTED  
 JX2012* NAVD 88     -                                                        
 JX2012  ___________________________________________________________________
 JX2012  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 JX2012  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX2012
 JX2012  HORZ ORDER  -  THIRD
 JX2012
 JX2012.The horizontal coordinates were established by classical geodetic methods
 JX2012.and adjusted by the National Geodetic Survey in April 1998..
 JX2012
 JX2012
 JX2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2012
 JX2012.The geoid height was determined by GEOID03.
 JX2012
 JX2012;                    North         East     Units Scale Factor Converg.
 JX2012;SPC WV N     -   129,464.383   483,375.083   MT  0.99994090   -0 52 00.5
 JX2012;SPC OH S     -   185,364.929   740,802.801   MT  0.99994730   +1 02 28.2
 JX2012;UTM  17      - 4,389,833.298   512,086.022   MT  0.99960180   +0 05 23.7
 JX2012
 JX2012                          SUPERSEDED SURVEY CONTROL
 JX2012
 JX2012  NAD 83(1986)-  39 39 29.58940(N)    080 51 32.80619(W) AD(       ) 4
 JX2012  NAD 27      -  39 39 29.31200(N)    080 51 33.44300(W) AD(       ) 3
 JX2012
 JX2012.Superseded values are not recommended for survey control.
 JX2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2012.See file dsdata.txt to determine how the superseded data were derived.
 JX2012
 JX2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1208689833(NAD 83)
 JX2012_MARKER: 43 = RADIO/TV TOWER
 JX2012
 JX2012  HISTORY     - Date     Condition        Report By
 JX2012  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2012
 JX2012                          STATION DESCRIPTION
 JX2012
 JX2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2012'THE STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A
 JX2012'SELF SUPPORTED
 JX2012'FOUR LEGGED STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL
 JX2012'ORANGE AND WHITE WITH A RED LIGHT
 JX2012'ON THE TOP.  THE OVERALL HEIGHT IS ABOUT 230 FEET.
 JX2012'
 JX2012'IT IS LOCATED IN THE NORTH EDGE OF NEW MATINSVILLE AT THE EAST END OF
 JX2012'THE OHIO RIVER BRIDGE.  IT
 JX2012'IS OWNED AND OPERATED BY MR. HARRY BRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2016 ***********************************************************************
 JX2016  DESIGNATION -  NEW MARTINSVILLE VIK GLASS TK
 JX2016  PID         -  JX2016
 JX2016  STATE/COUNTY-  WV/WETZEL
 JX2016  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2016
 JX2016                         *CURRENT SURVEY CONTROL
 JX2016  ___________________________________________________________________
 JX2016* NAD 83(1995)-  39 39 06.19155(N)    080 51 33.27137(W)     ADJUSTED  
 JX2016* NAVD 88     -                                                        
 JX2016  ___________________________________________________________________
 JX2016  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 JX2016  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX2016
 JX2016  HORZ ORDER  -  THIRD
 JX2016
 JX2016.The horizontal coordinates were established by classical geodetic methods
 JX2016.and adjusted by the National Geodetic Survey in April 1998..
 JX2016
 JX2016
 JX2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2016
 JX2016.The geoid height was determined by GEOID03.
 JX2016
 JX2016;                    North         East     Units Scale Factor Converg.
 JX2016;SPC WV N     -   128,743.272   483,352.891   MT  0.99994084   -0 52 00.8
 JX2016;SPC OH S     -   184,643.475   740,804.631   MT  0.99994676   +1 02 27.9
 JX2016;UTM  17      - 4,389,112.161   512,075.878   MT  0.99960180   +0 05 23.4
 JX2016
 JX2016                          SUPERSEDED SURVEY CONTROL
 JX2016
 JX2016  NAD 83(1986)-  39 39 06.19830(N)    080 51 33.27937(W) AD(       ) 4
 JX2016  NAD 27      -  39 39 05.91900(N)    080 51 33.91600(W) AD(       ) 3
 JX2016
 JX2016.Superseded values are not recommended for survey control.
 JX2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2016.See file dsdata.txt to determine how the superseded data were derived.
 JX2016
 JX2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1207689112(NAD 83)
 JX2016_MARKER: 53 = ELEVATED TANK
 JX2016
 JX2016  HISTORY     - Date     Condition        Report By
 JX2016  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2016
 JX2016                          STATION DESCRIPTION
 JX2016
 JX2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2016'THE STATION IS THE CENTER OF THE TOP OF WATER TANK.  IT IS A
 JX2016'SELF-SUPPORTED
 JX2016'FOUR LEGGED STEEL STRUCTURE PAINTED SILVER WITH THE LEGEND VIKING
 JX2016'GLASS CO. PAINTED ON THE NORTH AND
 JX2016'SOUTH SIDES.  THE OVERALL HEIGHT IS ABOUT 125 FEET.
 JX2016'
 JX2016'IT IS LOCATED NEAR THE RAILROAD TRACKS IN THE NORTH SECTION OF NEW
 JX2016'MARTINSVILLE AND IS OWNED BY
 JX2016'THE VIKING GLASS COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2277 ***********************************************************************
 HY2277  DESIGNATION -  NEWCOME
 HY2277  PID         -  HY2277
 HY2277  STATE/COUNTY-  WV/WAYNE
 HY2277  USGS QUAD   -  LAVALETTE (1989)
 HY2277
 HY2277                         *CURRENT SURVEY CONTROL
 HY2277  ___________________________________________________________________
 HY2277* NAD 83(1995)-  38 18 31.53111(N)    082 29 49.31836(W)     ADJUSTED  
 HY2277* NAVD 88     -       296.9    (meters)     974.     (feet)  VERTCON   
 HY2277  ___________________________________________________________________
 HY2277  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 HY2277  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HY2277
 HY2277  HORZ ORDER  -  THIRD
 HY2277
 HY2277.The horizontal coordinates were established by classical geodetic methods
 HY2277.and adjusted by the National Geodetic Survey in April 1998..
 HY2277
 HY2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2277
 HY2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2277
 HY2277.The geoid height was determined by GEOID03.
 HY2277
 HY2277;                    North         East     Units Scale Factor Converg.
 HY2277;SPC WV S     -   146,314.921   469,080.237   MT  0.99992802   -0 55 31.7
 HY2277;SPC KY1Z     - 1,224,198.037 1,784,437.458   MT  0.99993334   +1 59 49.9
 HY2277;SPC KY1Z     - 4,016,389.73  5,854,441.89   sFT  0.99993334   +1 59 49.9
 HY2277;SPC KY N     -    91,228.445   653,305.153   MT  0.99996589   +1 05 25.7
 HY2277;SPC KY N     -   299,305.32  2,143,385.32   sFT  0.99996589   +1 05 25.7
 HY2277;UTM  17      - 4,241,133.439   369,114.010   MT  0.99981098   -0 55 41.3
 HY2277
 HY2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2277!SPC WV S     -   0.99995859  x   0.99992802  =   0.99988661
 HY2277!SPC KY1Z     -   0.99995859  x   0.99993334  =   0.99989193
 HY2277!SPC KY N     -   0.99995859  x   0.99996589  =   0.99992448
 HY2277!UTM  17      -   0.99995859  x   0.99981098  =   0.99976958
 HY2277
 HY2277:                Primary Azimuth Mark                     Grid Az
 HY2277:SPC WV S     -  HUNTINGTON RAD STA WHTN TWR              012 28 06.3
 HY2277:SPC KY1Z     -  HUNTINGTON RAD STA WHTN TWR              009 32 44.7
 HY2277:SPC KY N     -  HUNTINGTON RAD STA WHTN TWR              010 27 08.9
 HY2277:UTM  17      -  HUNTINGTON RAD STA WHTN TWR              012 28 15.9
 HY2277
 HY2277|---------------------------------------------------------------------|
 HY2277| PID    Reference Object                     Distance      Geod. Az  |
 HY2277|                                                           dddmmss.s |
 HY2277| HY2279 HUNTINGTON RAD STA WHTN TWR         APPROX. 9.6 KM 0113234.6 |
 HY2277| HY2280 HUNTINGTON TV STATION WHTN TWR      APPROX.10.8 KM 0344806.8 |
 HY2277| DC2834 NEWCOME RM 1                         20.153 METERS 06821     |
 HY2277| DC2833 NEWCOME AZ MK                                      2043452.7 |
 HY2277| DC2835 NEWCOME RM 2                         13.073 METERS 28333     |
 HY2277|---------------------------------------------------------------------|
 HY2277
 HY2277                          SUPERSEDED SURVEY CONTROL
 HY2277
 HY2277  NAD 83(1995)-  38 18 31.53274(N)    082 29 49.31972(W) AD(       ) 3
 HY2277  NAD 83(1986)-  38 18 31.53861(N)    082 29 49.32178(W) AD(       ) 3
 HY2277  NAD 27      -  38 18 31.23770(N)    082 29 49.75970(W) AD(       ) 3
 HY2277  NGVD 29 (07/19/86)  297.1    (m)          975.     (f) VERT ANG       
 HY2277
 HY2277.Superseded values are not recommended for survey control.
 HY2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2277.See file dsdata.txt to determine how the superseded data were derived.
 HY2277
 HY2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC6911441133(NAD 83)
 HY2277_MARKER: DS = TRIANGULATION STATION DISK
 HY2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2277
 HY2277  HISTORY     - Date     Condition        Report By
 HY2277  HISTORY     - 1957     MONUMENTED       CGS
 HY2277  HISTORY     - 1961     GOOD             CGS
 HY2277
 HY2277                          STATION DESCRIPTION
 HY2277
 HY2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2277'STATION IS APPROXIMATELY 6.5 MILES NORTHWEST OF WAYNE, 3.0 MILES WEST
 HY2277'OF LAVALETTE, NEAR THE HEAD OF NEWCOME BRANCH AND ON THE HIGHEST
 HY2277'POINT OF A HILL OWNED BY MRS. MARTHA WORKMAN.
 HY2277'
 HY2277'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND U.S. HIGHWAY 52 IN
 HY2277'HUNTINGTON, GO SOUTH ON U.S. HIGHWAY 52 FOR 6.3 MILES TO THE
 HY2277'JUNCTION OF STATE HIGHWAY 75, KEEP LEFT ON U.S. HIGHWAY 52 FOR 0.85
 HY2277'MILE TO A SIDE ROAD ON THE RIGHT AND SIGN LAVALETTE NURSERY 100
 HY2277'YARDS, TURN RIGHT, CROSS STEEL BRIDGE, KEEP LEFT AND FOLLOW THE MAIN
 HY2277'TRAVELED ROAD FOR 2.85 MILES TO A SIDE ROAD ON THE RIGHT, KEEP LEFT,
 HY2277'PASSING SCHOOL AND CHURCH ON THE LEFT AND GO 0.25 MILE TO A SIDE
 HY2277'ROAD ON THE RIGHT AND A HOUSE ON THE RIGHT, TURN RIGHT, CROSS
 HY2277'STREAM AND FOLLOW ROAD ALONG STREAM FOR 1.5 MILES TO TOP OF HILL AND
 HY2277'A DIM ROAD ON THE LEFT, KEEP RIGHT AND FOLLOW ROAD ALONG RIDGE FOR
 HY2277'0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON ROAD FOR 0.3
 HY2277'MILE TO A ROAD ON THE LEFT LEADING TO MRS. WORKMANS HOUSE, TURN LEFT
 HY2277'AND GO 0.2 MILE TO MRS.  WORKMANS HOUSE, PASS TO THE NORTH OF HOUSE
 HY2277'ON FIELD ROAD AND GO EASTERLY ON RIDGE FOR 0.15 MILE TO THE
 HY2277'HIGHEST POINT OF HILL AND THE STATION.
 HY2277'
 HY2277'STATION MARKS ARE STANDARD DISKS STAMPED NEWCOME 1957.  THE SURFACE
 HY2277'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 HY2277'IS 12 FEET NORTH OF A PINE TREE WITH A TRIANGLE BLAZE ON THE NORTH
 HY2277'SIDE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HY2277'24 INCHES BELOW THE SURFACE OF THE GROUND.
 HY2277'
 HY2277'REFERENCE MARK NO.1, A STANDARD DISK STAMPED NEWCOME NO 1 1957, IS
 HY2277'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 7 FEET
 HY2277'SOUTH SOUTHWEST OF A PINE TREE WITH A TRIANGLE BLAZE ON THE SOUTH
 HY2277'SIDE, APPROXIMATELY 7 FEET LOWER IN ELEVATION THAN THE STATION AND
 HY2277'ON THE NORTHEAST SLOPE OF THE HILL.
 HY2277'
 HY2277'REFERENCE MARK NO.2, A STANDARD DISK STAMPED NEWCOME NO 2 1957, IS
 HY2277'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 4 FEET
 HY2277'EAST NORTHEAST OF A PINE TREE WITH A TRIANGLE BLAZE ON THE EAST
 HY2277'SIDE, APPROXIMATELY 6 FEET LOWER IN ELEVATION THAN THE STATION AND
 HY2277'ON THE WEST SLOPE OF THE HILL.
 HY2277'
 HY2277'AZIMUTH MARK, A STANDARD DISK STAMPED NEWCOME 1957, IS SET IN A
 HY2277'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 175 FEET
 HY2277'SOUTHWEST OF A GAS LINE CROSSING, 125 FEET NORTHEAST OF THE
 HY2277'NORTHEAST CORNER OF MR.  OTIS CRABTREES HOUSE, 13 FEET NORTHWEST OF
 HY2277'THE CENTER OF A DIRT ROAD AND 1 FOOT NORTHWEST OF A FENCE LINE.
 HY2277'
 HY2277'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 HY2277
 HY2277                          STATION RECOVERY (1961)
 HY2277
 HY2277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 HY2277'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 HY2277'TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2977 ***********************************************************************
 HX2977  DESIGNATION -  NICHOLS USGS 1944
 HX2977  PID         -  HX2977
 HX2977  STATE/COUNTY-  WV/ROANE
 HX2977  USGS QUAD   -  CLIO (1976)
 HX2977
 HX2977                         *CURRENT SURVEY CONTROL
 HX2977  ___________________________________________________________________
 HX2977* NAD 83(1995)-  38 37 26.16219(N)    081 17 31.35659(W)     ADJUSTED  
 HX2977* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 HX2977  ___________________________________________________________________
 HX2977  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 HX2977  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HX2977
 HX2977  HORZ ORDER  -  SECOND
 HX2977
 HX2977.The horizontal coordinates were established by classical geodetic methods
 HX2977.and adjusted by the National Geodetic Survey in April 1998..
 HX2977
 HX2977.The orthometric height was scaled from a topographic map.
 HX2977
 HX2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2977
 HX2977.The geoid height was determined by GEOID03.
 HX2977
 HX2977;                    North         East     Units Scale Factor Converg.
 HX2977;SPC WV S     -   180,281.638   574,569.136   MT  0.99995503   -0 10 49.9
 HX2977;UTM  17      - 4,275,085.918   474,578.099   MT  0.99960796   -0 10 56.3
 HX2977
 HX2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2977!SPC WV S     -   0.99994325  x   0.99995503  =   0.99989828
 HX2977!UTM  17      -   0.99994325  x   0.99960796  =   0.99955123
 HX2977
 HX2977                          SUPERSEDED SURVEY CONTROL
 HX2977
 HX2977  NAD 83(1986)-  38 37 26.16925(N)    081 17 31.36365(W) AD(       ) 2
 HX2977  NAD 27      -  38 37 25.83100(N)    081 17 31.93300(W) AD(       ) 2
 HX2977
 HX2977.Superseded values are not recommended for survey control.
 HX2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2977.See file dsdata.txt to determine how the superseded data were derived.
 HX2977
 HX2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7457875086(NAD 83)
 HX2977_MARKER: DB = BENCH MARK DISK
 HX2977_SETTING: 80 = SET IN A BOULDER
 HX2977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2977+STABILITY: SURFACE MOTION
 HX2977
 HX2977  HISTORY     - Date     Condition        Report By
 HX2977  HISTORY     - 1944     MONUMENTED       USGS
 HX2977
 HX2977                          STATION DESCRIPTION
 HX2977
 HX2977'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 HX2977'STATION
 HX2977'IS LOCATED ABOUT
 HX2977'19 MILES BY ROAD S BY E OF SPENCER.  THE MARK
 HX2977'IS SITUATED AT THE N END OF A LARGE
 HX2977'PROMINENT BARE ROCK KNOWN AS
 HX2977'NICHOLS KNOB.  TRIANGULATION STATION VINEYARD IS
 HX2977'LOCATED AT THIS
 HX2977'SAME SITE, 20.014 METERS (65.66 FEET) DISTANT.
 HX2977'
 HX2977'STATION IS MARKED BY A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 HX2977'DISK WEDGED IN A
 HX2977'DRILL HOLE IN ROCK.  NO STAMPING APPEARS ON
 HX2977'THE DISK.
 HX2977'
 HX2977'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119
 HX2977'AND STATE HIGHWAY
 HX2977'36 JUST S OF SPENCER, GO SE ON HIGHWAY 36 FOR
 HX2977'16.75 MILES TO A DIRT AND ROCK ROAD
 HX2977'LEADING SHARP RIGHT AT THE
 HX2977'VINEYARD SERVICE STATION AND GENERAL STORE.  TURN
 HX2977'RIGHT AND GO
 HX2977'1.5 MILES TO A Y-FORK.  BEAR RIGHT FOR 0.2 MILE TO NICHOLS KNOB
 HX2977'AND STATION ON
 HX2977'THE LEFT.  (AN APPROACH FROM THE W SIDE OF THE
 HX2977'ROCK IS LESS DIFFICULT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1942 ***********************************************************************
 JX1942  DESIGNATION -  NICHOLSON
 JX1942  PID         -  JX1942
 JX1942  STATE/COUNTY-  WV/DODDRIDGE
 JX1942  USGS QUAD   -  BIG ISAAC (1976)
 JX1942
 JX1942                         *CURRENT SURVEY CONTROL
 JX1942  ___________________________________________________________________
 JX1942* NAD 83(1995)-  39 12 19.04063(N)    080 35 36.70453(W)     ADJUSTED  
 JX1942* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 JX1942  ___________________________________________________________________
 JX1942  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 JX1942  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JX1942
 JX1942  HORZ ORDER  -  FIRST
 JX1942
 JX1942.The horizontal coordinates were established by classical geodetic methods
 JX1942.and adjusted by the National Geodetic Survey in April 1998..
 JX1942
 JX1942.The orthometric height was scaled from a topographic map.
 JX1942
 JX1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1942
 JX1942.The geoid height was determined by GEOID03.
 JX1942
 JX1942;                    North         East     Units Scale Factor Converg.
 JX1942;SPC WV N     -    78,873.786   505,551.255   MT  0.99996753   -0 41 50.7
 JX1942;SPC WV S     -   244,857.757   635,111.997   MT  1.00008450   +0 15 04.6
 JX1942;UTM  17      - 4,339,636.822   535,095.159   MT  0.99961516   +0 15 25.0
 JX1942
 JX1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1942!SPC WV N     -   0.99993222  x   0.99996753  =   0.99989975
 JX1942!SPC WV S     -   0.99993222  x   1.00008450  =   1.00001671
 JX1942!UTM  17      -   0.99993222  x   0.99961516  =   0.99954741
 JX1942
 JX1942:                Primary Azimuth Mark                     Grid Az
 JX1942:SPC WV N     -  NICHOLSON AZ MK                          018 37 34.9
 JX1942:SPC WV S     -  NICHOLSON AZ MK                          017 40 39.6
 JX1942:UTM  17      -  NICHOLSON AZ MK                          017 40 19.2
 JX1942
 JX1942|---------------------------------------------------------------------|
 JX1942| PID    Reference Object                     Distance      Geod. Az  |
 JX1942|                                                           dddmmss.s |
 JX1942| CX4307 NICHOLSON AZ MK                                    0175544.2 |
 JX1942| JX1943 NICHOLSON 1944 RM 1                  12.990 METERS 10656     |
 JX1942| CX4308 NICHOLSON RM 2                       13.470 METERS 20158     |
 JX1942|---------------------------------------------------------------------|
 JX1942
 JX1942                          SUPERSEDED SURVEY CONTROL
 JX1942
 JX1942  NAD 83(1986)-  39 12 19.04507(N)    080 35 36.71358(W) AD(       ) 1
 JX1942  NAD 27      -  39 12 18.72620(N)    080 35 37.36570(W) AD(       ) 1
 JX1942
 JX1942.Superseded values are not recommended for survey control.
 JX1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1942.See file dsdata.txt to determine how the superseded data were derived.
 JX1942
 JX1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND3509539637(NAD 83)
 JX1942_MARKER: DS = TRIANGULATION STATION DISK
 JX1942_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JX1942_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JX1942
 JX1942  HISTORY     - Date     Condition        Report By
 JX1942  HISTORY     - 1944     MONUMENTED       CGS
 JX1942  HISTORY     - 1956     MARK NOT FOUND   CGS
 JX1942
 JX1942                          STATION DESCRIPTION
 JX1942
 JX1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1942'STATION IS LOCATED ABOUT 8 MILES BY ROAD AND TRAIL W OF S OF SALEM,
 JX1942'ON PROPERTY OWNED
 JX1942'BY C.D. DAVIS, AND ABOUT 0.75 MILE S OF THE D.E.
 JX1942'NICHOLSON HOUSE.  IT IS ON THE
 JX1942'HIGHEST POINT OF A RIDGE, IN A
 JX1942'CLEARING MADE BY THE CONSTRUCTION OF A GAS PIPE
 JX1942'LINE.
 JX1942'
 JX1942'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE IN THE
 JX1942'END OF A 4-INCH
 JX1942'TILE PIPE.  IT IS STAMPED NICHOLSON 1944 AND
 JX1942'PROJECTS ABOUT 8 INCHES.
 JX1942'
 JX1942'REFERENCE MARK 1 IS 42.61 FEET E OF THE STATION AND ABOUT 4
 JX1942'FEET LOWER IN
 JX1942'ELEVATION.  IT IS A BRONZE REFERENCE DISK SET IN
 JX1942'CONCRETE AT THE TOP OF A 4-INCH
 JX1942'IRON PIPE WHICH PROJECTS ABOUT 8
 JX1942'INCHES ABOVE THE GROUND.  IT IS STAMPED NICHOLSON
 JX1942'NO 1 1944.
 JX1942'
 JX1942'REFERENCE MARK 2 IS 44.19 FEET S OF THE STATION AND ABOUT 4
 JX1942'FEET LOWER IN
 JX1942'ELEVATION.  IT IS A BRONZE REFERENCE DISK SET IN
 JX1942'CONCRETE AT THE TOP OF A 4-INCH
 JX1942'IRON PIPE WHICH PROJECTS ABOUT 8
 JX1942'INCHES ABOVE THE GROUND.  IT IS STAMPED NICHOLSON
 JX1942'NO 2 1944.
 JX1942'
 JX1942'AZIMUTH MARK IS N OF THE STATION, ABOUT 0.25 MILE N OF THE
 JX1942'NICHOLSON HOUSE,
 JX1942'32 FEET W OF THE FARM ENTRANCE LANE, 9 FEET S OF
 JX1942'THE CENTER LINE OF A DIRT ROAD, 2.5
 JX1942'FEET E OF A WOODEN WITNESS
 JX1942'POST, AND 1.5 FEET N OF A WIRE FENCELINE.  IT IS A
 JX1942'BRONZE AZIMUTH
 JX1942'DISK SET IN THE TOP OF A CONCRETE POST AND IS STAMPED
 JX1942'NICHOLSON 1944.
 JX1942'
 JX1942'TO REACH THE STATION FROM SALEM, GO S ON A BRICK STREET
 JX1942'WHICH IS ABOUT 125
 JX1942'YARDS E OF THE RAILROAD DEPOT FOR ABOUT ONE
 JX1942'BLOCK.  CROSS OVER AN IRON BRIDGE,
 JX1942'THEN FOLLOW A MACADAM ROAD S
 JX1942'FOR 5.5 MILES TO A DIRT T-ROAD LEFT.  TURN LEFT,
 JX1942'CROSSING A CONCRETE
 JX1942'BRIDGE, AND GO 0.5 MILE TO A FORK AT THE ROSS SCHOOL HOUSE.
 JX1942'TAKE THE LEFT
 JX1942'FORK FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JX1942'TURN RIGHT AND GO ABOUT 0.25
 JX1942'MILE TO THE NICHOLSON HOUSE AND THE
 JX1942'END OF TRUCK TRAVEL.  THE STATION SITE IS
 JX1942'VISIBLE FROM THIS POINT
 JX1942'ABOUT 0.75 MILE S AT THE TOP OF THE RIDGE.  A 35-FOOT POLE
 JX1942'TOWER WAS
 JX1942'USED BY THIS PARTY.  A TRAIL LEADING TO THE STATION IS THE
 JX1942'BEST ROUTE.  THIS
 JX1942'TRAIL FOLLOWS TO THE RIGHT OF THE HOLLOW AND
 JX1942'WINDS BACK TO THE TOP OF THE RIDGE
 JX1942'JUST W OF THE STATION.  THE
 JX1942'STATION MAY ALSO BE REACHED BY PACKING STRAIGHT S IN
 JX1942'THE HOLLOW,
 JX1942'THEN CLIMBING STRAIGHT UP THE HILL IN THE CLEARING OF GAS PIPE
 JX1942'LINE.  THIS ROUTE
 JX1942'IS A MUCH STEEPER CLIMB.
 JX1942'
 JX1942'HEIGHT OF LIGHT ABOVE STATION MARK - 13 METERS.
 JX1942
 JX1942                          STATION RECOVERY (1956)
 JX1942
 JX1942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDR)
 JX1942'THIS STATION MARK COULD NOT BE FOUND, APPARENTLY DESTROYED BY THE
 JX1942'CONSTRUCTION OF A PIPELINE.
 JX1942'REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION AS WELL
 JX1942'AS THE THE AZIMUTH MARK.  A NEW
 JX1942'STATION WAS ESTABLISHED (NICHOLSON 2 1956) AND THE ESTABLISHED
 JX1942'REFERENCE MARKS AND AZIMUTH MARK WERE USED
 JX1942'FOR THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1941 ***********************************************************************
 JX1941  DESIGNATION -  NICHOLSON 2
 JX1941  PID         -  JX1941
 JX1941  STATE/COUNTY-  WV/DODDRIDGE
 JX1941  USGS QUAD   -  BIG ISAAC (1976)
 JX1941
 JX1941                         *CURRENT SURVEY CONTROL
 JX1941  ___________________________________________________________________
 JX1941* NAD 83(1995)-  39 12 19.01599(N)    080 35 36.83904(W)     ADJUSTED  
 JX1941* NAVD 88     -       461.9    (meters)    1515.     (feet)  VERTCON   
 JX1941  ___________________________________________________________________
 JX1941  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 JX1941  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JX1941
 JX1941  HORZ ORDER  -  SECOND
 JX1941
 JX1941.The horizontal coordinates were established by classical geodetic methods
 JX1941.and adjusted by the National Geodetic Survey in April 1998..
 JX1941
 JX1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1941
 JX1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1941
 JX1941.The geoid height was determined by GEOID03.
 JX1941
 JX1941;                    North         East     Units Scale Factor Converg.
 JX1941;SPC WV N     -    78,873.066   505,548.019   MT  0.99996753   -0 41 50.8
 JX1941;SPC WV S     -   244,856.983   635,108.773   MT  1.00008450   +0 15 04.5
 JX1941;UTM  17      - 4,339,636.048   535,091.936   MT  0.99961516   +0 15 24.9
 JX1941
 JX1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1941!SPC WV N     -   0.99993268  x   0.99996753  =   0.99990021
 JX1941!SPC WV S     -   0.99993268  x   1.00008450  =   1.00001717
 JX1941!UTM  17      -   0.99993268  x   0.99961516  =   0.99954786
 JX1941
 JX1941:                Primary Azimuth Mark                     Grid Az
 JX1941:SPC WV N     -  NICHOLSON AZ MK                          018 45 55.2
 JX1941:SPC WV S     -  NICHOLSON AZ MK                          017 48 59.9
 JX1941:UTM  17      -  NICHOLSON AZ MK                          017 48 39.5
 JX1941
 JX1941|---------------------------------------------------------------------|
 JX1941| PID    Reference Object                     Distance      Geod. Az  |
 JX1941|                                                           dddmmss.s |
 JX1941| CX4307 NICHOLSON AZ MK                                    0180404.4 |
 JX1941| JX1943 NICHOLSON 1944 RM 1                  15.943 METERS 10056     |
 JX1941| CX4308 NICHOLSON RM 2                       12.077 METERS 18932     |
 JX1941|---------------------------------------------------------------------|
 JX1941
 JX1941                          SUPERSEDED SURVEY CONTROL
 JX1941
 JX1941  NAD 83(1986)-  39 12 19.02043(N)    080 35 36.84810(W) AD(       ) 2
 JX1941  NAD 27      -  39 12 18.70220(N)    080 35 37.49550(W) AD(       ) 2
 JX1941  NGVD 29 (07/19/86)  462.1    (m)         1516.     (f) VERT ANG       
 JX1941
 JX1941.Superseded values are not recommended for survey control.
 JX1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1941.See file dsdata.txt to determine how the superseded data were derived.
 JX1941
 JX1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND3509239636(NAD 83)
 JX1941_MARKER: DS = TRIANGULATION STATION DISK
 JX1941_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JX1941_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JX1941
 JX1941  HISTORY     - Date     Condition        Report By
 JX1941  HISTORY     - 1956     MONUMENTED       CGS
 JX1941
 JX1941                          STATION DESCRIPTION
 JX1941
 JX1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 JX1941'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF SALEM, ON THE
 JX1941'HIGHEST POINT OF RIDGE AND
 JX1941'IS IN THE WEST EDGE OF A CLEARED GAS LINE RIGHT-OF-WAY.  IT IS 25
 JX1941'FEET SOUTH OF FENCE LINE AND 11 FEET
 JX1941'EAST OF FENCE LINE.  THE MARK PROJECTS ABOUT 10
 JX1941'INCHES AND THE DISK IS STAMPED NICHOLSON 2 1956.
 JX1941'
 JX1941'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF FENCE LINE, 44 FEET EAST OF
 JX1941'APPROXIMATE CENTER OF CLEARED
 JX1941'LINE.  THE MARK PROJECTS ABOUT 7 INCHES AND THE DISK IS STAMPED
 JX1941'NICHOLSON NO 1 1944.
 JX1941'
 JX1941'REFERENCE MARK NO. 2 IS IN THE APPROXIMATE CENTER OF CLEARED GAS LINE
 JX1941'RIGHT-OF WAY.  THE MARK
 JX1941'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED NICHOLSON NO 2 1944.
 JX1941'
 JX1941'AZIMUTH MARK IS 9 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF ROAD,
 JX1941'2 FEET EAST OF WITNESS POST
 JX1941'AND 1-1/2 FEET NORTH OF FENCE LINE.  THE MARK IS SET FLUSH WITH THE
 JX1941'SURFACE OF THE GROUND AND THE DISK IS
 JX1941'STAMPED NICHOLSON 1944.
 JX1941'
 JX1941'TO REACH FROM THE RAILROAD CROSSING AT SHAHANS STORE, WHICH IS ONE
 JX1941'BLOCK EAST OF THE RAILROAD
 JX1941'STATION IN SALEM.  GO SOUTH ON HARD SURFACED ROAD (CROSSING IRON
 JX1941'BRIDGE) FOR 3.0 MILES TO THE MT.
 JX1941'OLIVE BAPTIST CHURCH ON RIGHT, CONTINUE ON SURFACED ROAD FOR
 JX1941'1.8 MILES TO SIDE ROAD LEFT AND SIGN BIG
 JX1941'ISSAC, CONTINUE STRAIGHT AHEAD FOR 0.8 MILE
 JX1941'TO SIDE ROAD LEFT AND CONCRETE BRIDGE.  TURN LEFT (CROSSING
 JX1941'BRIDGE) AND GO 0.5 MILE TO FORKS
 JX1941'AT ROSS SCHOOL, TAKE LEFT FORK AND GO 0.9 MILE TO AZIMUTH MARK ON
 JX1941'RIGHT.  (THIS IS ETT FOR
 JX1941'2-WHEEL DRIVE TRUCK) TURN RIGHT ON TRACK ROAD FOR 0.25 MILE TO FARM
 JX1941'HOUSE ON RIGHT, CONTINUE SOUTH ON
 JX1941'DIM TRACK ROAD FOR 0.1 MILE, TURN RIGHT UP SIDE OF
 JX1941'DRAW AND GO WEST-SOUTHWEST ON DIM TRACK ROAD ACROSS
 JX1941'PARTLY CLEARED FIELD FOR 0.5 MILE
 JX1941'TO A CULTIVATED FIELD AND ETT.  FROM HERE BEAR LEFT ALONG EDGE OF
 JX1941'FIELD (EASTERLY) TO A CLEARED
 JX1941'PIPE LINE RIGHT-OF-WAY, PACK SOUTHERLY ALONG CLEARED LINE TO THE TOP
 JX1941'OF RIDGE AND STATION AS
 JX1941'DESCRIBED.
 JX1941'
 JX1941'HEIGHT OF LIGHT ABOVE STATION MARK 9.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3351 ***********************************************************************
 GX3351  DESIGNATION -  NIMITZ
 GX3351  PID         -  GX3351
 GX3351  STATE/COUNTY-  WV/SUMMERS
 GX3351  USGS QUAD   -  HINTON (1976)
 GX3351
 GX3351                         *CURRENT SURVEY CONTROL
 GX3351  ___________________________________________________________________
 GX3351* NAD 83(1995)-  37 39 32.75321(N)    080 57 35.34320(W)     ADJUSTED  
 GX3351* NAVD 88     -       835.     (meters)    2739.     (feet)  SCALED    
 GX3351  ___________________________________________________________________
 GX3351  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 GX3351  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GX3351
 GX3351  HORZ ORDER  -  THIRD
 GX3351
 GX3351.The horizontal coordinates were established by classical geodetic methods
 GX3351.and adjusted by the National Geodetic Survey in April 1998..
 GX3351
 GX3351.The orthometric height was scaled from a topographic map.
 GX3351
 GX3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3351
 GX3351.The geoid height was determined by GEOID03.
 GX3351
 GX3351;                    North         East     Units Scale Factor Converg.
 GX3351;SPC WV S     -    73,153.041   603,545.482   MT  0.99996744   +0 01 29.4
 GX3351;UTM  17      - 4,167,993.104   503,544.180   MT  0.99960015   +0 01 28.4
 GX3351
 GX3351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3351!SPC WV S     -   0.99987390  x   0.99996744  =   0.99984134
 GX3351!UTM  17      -   0.99987390  x   0.99960015  =   0.99947410
 GX3351
 GX3351|---------------------------------------------------------------------|
 GX3351| PID    Reference Object                     Distance      Geod. Az  |
 GX3351|                                                           dddmmss.s |
 GX3351| DC4767 NIMITZ RM 1                           8.951 METERS 12406     |
 GX3351| DC4766 NIMITZ AZ MK                                       2133231.8 |
 GX3351| DC4768 NIMITZ RM 2                          10.021 METERS 31108     |
 GX3351|---------------------------------------------------------------------|
 GX3351
 GX3351                          SUPERSEDED SURVEY CONTROL
 GX3351
 GX3351  NAD 83(1995)-  37 39 32.75971(N)    080 57 35.34773(W) AD(       ) 3
 GX3351  NAD 83(1986)-  37 39 32.75981(N)    080 57 35.34831(W) AD(       ) 3
 GX3351  NAD 27      -  37 39 32.33200(N)    080 57 36.02500(W) AD(       ) 3
 GX3351
 GX3351.Superseded values are not recommended for survey control.
 GX3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3351.See file dsdata.txt to determine how the superseded data were derived.
 GX3351
 GX3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB0354467993(NAD 83)
 GX3351_MARKER: DS = TRIANGULATION STATION DISK
 GX3351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3351
 GX3351  HISTORY     - Date     Condition        Report By
 GX3351  HISTORY     - 1952     MONUMENTED       CGS
 GX3351
 GX3351                          STATION DESCRIPTION
 GX3351
 GX3351'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3351'THE STATION IS ABOUT 15 MILES SOUTHEAST OF BECKLEY, 4 MILES SOUTHWEST
 GX3351'OF HINTON AND 0.5 MILE NORTH OF THE SMALL VILLAGE OF JUMPING BRANCH.
 GX3351'IT IS ON THE HIGHEST POINT OF A SMALL ROUND TOPPED HILL AND ON LAND
 GX3351'OWNED BY MR. T.M. DEEDS.  IT IS 3 FEET SOUTH OF A FENCE AND 6 FEET
 GX3351'WEST OF A WHITE WITNESS POST.  THE MARK IS SET FLUSH AND THE DISK IS
 GX3351'STAMPED NIMITZ 1952.
 GX3351'
 GX3351'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF FENCE.  IT IS SET FLUSH AND
 GX3351'THE DISK IS STAMPED NIMITZ NO 1 1952.
 GX3351'
 GX3351'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF FENCE.  IT IS SET FLUSH AND
 GX3351'THE DISK IS STAMPED NIMITZ NO 2 1952.
 GX3351'
 GX3351'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 2
 GX3351'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF FENCE.  IT
 GX3351'PROJECTS 6 INCHES AND THE DISK IS STAMPED NIMITZ 1952.
 GX3351'
 GX3351'TO REACH THE STATION FROM THE JUMPING BRANCH SCHOOL, GO NORTH ON DIRT
 GX3351'ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESRIBED.
 GX3351'CONTINUE NORTH ON DIRT ROAD FOR 0.1 MILE TO A T-ROAD INTERSECTION,
 GX3351'TURN LEFT FOR 0.1 MILE TO GATE, PASS THROUGH GATE AND CONTINUE FOR
 GX3351'ABOUT 0.05 MILE TO A FARM HOUSE ON THE RIGHT.  PASS AROUND THE SOUTH
 GX3351'SIDE OF HOUSE TO A BREAK IN A RAIL FENCE, GO THROUGH BREAK AND
 GX3351'CONTINUE UP STEEP GRADE TO SUMMIT OF HILL AND THE STATION AS
 GX3351'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3114 ***********************************************************************
 HX3114  DESIGNATION -  NITRO
 HX3114  PID         -  HX3114
 HX3114  STATE/COUNTY-  WV/PUTNAM
 HX3114  USGS QUAD   -  SAINT ALBANS (1976)
 HX3114
 HX3114                         *CURRENT SURVEY CONTROL
 HX3114  ___________________________________________________________________
 HX3114* NAD 83(1995)-  38 26 48.11798(N)    081 49 03.23553(W)     ADJUSTED  
 HX3114* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 HX3114  ___________________________________________________________________
 HX3114  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 HX3114  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HX3114
 HX3114  HORZ ORDER  -  SECOND
 HX3114
 HX3114.The horizontal coordinates were established by classical geodetic methods
 HX3114.and adjusted by the National Geodetic Survey in April 1998..
 HX3114
 HX3114.The orthometric height was scaled from a topographic map.
 HX3114
 HX3114.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3114
 HX3114.The geoid height was determined by GEOID03.
 HX3114
 HX3114;                    North         East     Units Scale Factor Converg.
 HX3114;SPC WV S     -   160,883.218   528,634.465   MT  0.99993612   -0 30 19.5
 HX3114;UTM  17      - 4,255,695.645   428,656.974   MT  0.99966268   -0 30 30.1
 HX3114
 HX3114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3114!SPC WV S     -   0.99997467  x   0.99993612  =   0.99991079
 HX3114!UTM  17      -   0.99997467  x   0.99966268  =   0.99963735
 HX3114
 HX3114|---------------------------------------------------------------------|
 HX3114| PID    Reference Object                     Distance      Geod. Az  |
 HX3114|                                                           dddmmss.s |
 HX3114| HX3120 NITRO AZ MK                         318.754 METERS 00450     |
 HX3114| DC4769 NITRO RM 1                           25.009 METERS 16505     |
 HX3114| DC4770 NITRO RM 2                           10.905 METERS 24203     |
 HX3114| HX3113 SIMMS 2 RESET                       APPROX. 2.1 KM 2893647.5 |
 HX3114|---------------------------------------------------------------------|
 HX3114
 HX3114                          SUPERSEDED SURVEY CONTROL
 HX3114
 HX3114  NAD 83(1995)-  38 26 48.12363(N)    081 49 03.24138(W) AD(       ) 2
 HX3114  NAD 83(1986)-  38 26 48.12575(N)    081 49 03.24232(W) AD(       ) 2
 HX3114  NAD 27      -  38 26 47.79600(N)    081 49 03.77000(W) AD(       ) 2
 HX3114
 HX3114.Superseded values are not recommended for survey control.
 HX3114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3114.See file dsdata.txt to determine how the superseded data were derived.
 HX3114
 HX3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2865755696(NAD 83)
 HX3114_MARKER: DS = TRIANGULATION STATION DISK
 HX3114_SETTING: 0 = UNSPECIFIED SETTING
 HX3114
 HX3114  HISTORY     - Date     Condition        Report By
 HX3114  HISTORY     - 1944     MONUMENTED       CGS
 HX3114  HISTORY     - 1948     GOOD             CGS
 HX3114
 HX3114                          STATION DESCRIPTION
 HX3114
 HX3114'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3114'STATION IS LOCATED 2
 HX3114'MILES N OF THE
 HX3114'TOWN OF NITRO, 0.05 MILE S OF THE JUNCTION OF STATE
 HX3114'HIGHWAY 25 AND U.S. HIGHWAY 35,
 HX3114'0.7 MILE SE OF THE KANAWHA RIVER,
 HX3114'AND 25 FEET W OF THE CENTER LINE OF HIGHWAY 35.
 HX3114'IT IS SITUATED
 HX3114'ON AN EMPTY LOT, BETWEEN PROPERTIES OWNED BY MR. ROBERTS AND
 HX3114'STEWART ALLISON.
 HX3114'MARK IS STAMPED NITRO 1944 AND PROJECTS ABOUT
 HX3114'6 INCHES.
 HX3114'
 HX3114'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3114'DISKS SET IN CONCRETE.
 HX3114'
 HX3114'REFERENCE MARK 1 IS AT THE SE CORNER OF A WHITE PICKET FENCE
 HX3114'AND 20 FEET W OF
 HX3114'THE CENTER LINE OF THE HIGHWAY.  IT IS STAMPED
 HX3114'NITRO NO 1 1944 AND PROJECTS ABOUT 4 INCHES.
 HX3114'
 HX3114'REFERENCE MARK 2 IS 60 FEET W OF THE CENTER LINE OF THE HIGHWAY.
 HX3114'IT IS STAMPED
 HX3114'NITRO NO 2 1944 AND PROJECTS ABOUT 6 INCHES.
 HX3114'
 HX3114'AZIMUTH MARK IS 0.2 MILE BY ROAD N OF THE STATION, 4 FEET E
 HX3114'OF WIRE FENCE, 61
 HX3114'FEET SW OF A POLE, AND ABOUT 50 FEET W OF THE
 HX3114'CENTER LINE OF THE HIGHWAY.  IT IS
 HX3114'STAMPED NITRO 1944 AND PROJECTS ABOUT 3 INCHES.
 HX3114'
 HX3114'TO REACH  STATION NITRO FROM THE NITRO POST OFFICE, GO N ON
 HX3114'STATE HIGHWAY 25
 HX3114'FOR 2.3 MILES TO THE JUNCTION OF U.S. HIGHWAY 35.
 HX3114'TURN RIGHT ON HIGHWAY 35 AND GO
 HX3114'0.05 MILE TO THE STATION ON THE  RIGHT.
 HX3114'
 HX3114'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX3114
 HX3114                          STATION RECOVERY (1948)
 HX3114
 HX3114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 HX3114'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS
 HX3114'WERE FOUND IN GOOD
 HX3114'CONDITION.  MR. E.H. BARNETT, WHO OWNS THE PROPERTY ON WHICH THE
 HX3114'MARKS ARE LOCATED, HAS REQUESTED THAT
 HX3114'THEY BE MOVED TO MAKE WAY FOR CONSTRUCTION OF A HOUSE.
 HX3114'
 HX3114'IN 1944 STATION NITRO WAS LOCATED BY A SHORT BASE USING THE AZIMUTH
 HX3114'MARK AND SIMMS 2, AND AT THIS TIME
 HX3114'A NEW STATION NITRO 2 WAS ESTABLISHED ON THE LINE BETWEEN NITRO AND
 HX3114'NITRO AZIMUTH MARK.  THEN STATION
 HX3114'NITRO AND REFERENCE MARKS NOS. 1 AND 2 WERE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3121 ***********************************************************************
 HX3121  DESIGNATION -  NITRO 2
 HX3121  PID         -  HX3121
 HX3121  STATE/COUNTY-  WV/PUTNAM
 HX3121  USGS QUAD   -  SAINT ALBANS (1976)
 HX3121
 HX3121                         *CURRENT SURVEY CONTROL
 HX3121  ___________________________________________________________________
 HX3121* NAD 83(1995)-  38 26 58.15075(N)    081 49 02.15836(W)     ADJUSTED  
 HX3121* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 HX3121  ___________________________________________________________________
 HX3121  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 HX3121  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HX3121
 HX3121  HORZ ORDER  -  THIRD
 HX3121
 HX3121.The horizontal coordinates were established by classical geodetic methods
 HX3121.and adjusted by the National Geodetic Survey in April 1998..
 HX3121.No horizontal observational check was made to the station.
 HX3121
 HX3121.The orthometric height was scaled from a topographic map.
 HX3121
 HX3121.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3121
 HX3121.The geoid height was determined by GEOID03.
 HX3121
 HX3121;                    North         East     Units Scale Factor Converg.
 HX3121;SPC WV S     -   161,192.314   528,663.311   MT  0.99993634   -0 30 18.8
 HX3121;UTM  17      - 4,256,004.654   428,685.828   MT  0.99966263   -0 30 29.6
 HX3121
 HX3121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3121!SPC WV S     -   0.99997671  x   0.99993634  =   0.99991305
 HX3121!UTM  17      -   0.99997671  x   0.99966263  =   0.99963934
 HX3121
 HX3121|---------------------------------------------------------------------|
 HX3121| PID    Reference Object                     Distance      Geod. Az  |
 HX3121|                                                           dddmmss.s |
 HX3121| HX3120 NITRO AZ MK                           8.296 METERS 00450     |
 HX3121| HX3114 NITRO                               310.458 METERS 18450     |
 HX3121| DC4771 NITRO 2 RM 3                          4.804 METERS 24447     |
 HX3121|---------------------------------------------------------------------|
 HX3121
 HX3121                          SUPERSEDED SURVEY CONTROL
 HX3121
 HX3121  NAD 83(1995)-  38 26 58.15641(N)    081 49 02.16425(W) AD(       ) 3
 HX3121  NAD 83(1986)-  38 26 58.15848(N)    081 49 02.16518(W) AD(       ) 3
 HX3121  NAD 27      -  38 26 57.82900(N)    081 49 02.69300(W) AD(       ) 3
 HX3121
 HX3121.Superseded values are not recommended for survey control.
 HX3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3121.See file dsdata.txt to determine how the superseded data were derived.
 HX3121
 HX3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2868656005(NAD 83)
 HX3121_MARKER: DS = TRIANGULATION STATION DISK
 HX3121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3121
 HX3121  HISTORY     - Date     Condition        Report By
 HX3121  HISTORY     - 1948     MONUMENTED       CGS
 HX3121  HISTORY     - 1955     GOOD             USGS
 HX3121  HISTORY     - 1960     GOOD             CGS
 HX3121
 HX3121                          STATION DESCRIPTION
 HX3121
 HX3121'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 HX3121'STATION IS LOCATED 2 MILES NORTH OF NITRO ON THE WEST SIDE OF U.S.
 HX3121'HIGHWAY 35, 0.2 MILE NORTH
 HX3121'OF STATE HIGHWAY 25.  IT IS 49 FEET WEST OF THE CENTER OF THE
 HX3121'HIGHWAY, 23 FEET SOUTHEAST OF A WHITE
 HX3121'WITNESS POST, 12 FEET EAST OF A FENCE AND ACROSS THE HIGHWAY
 HX3121'FROM HIVELYS GARAGE AND SERVICE STATION.
 HX3121'THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 HX3121'IS STAMPED NITRO 2 1948.
 HX3121'
 HX3121'REFERENCE MARK NO. 3 IS 15.76 FEET SOUTHWEST OF THE STATION.  IT IS
 HX3121'62 FEET WEST OF THE CENTER OF
 HX3121'THE HIGHWAY AND 2 FEET EAST OF THE FENCE.  THE MARK PROJECTS ABOUT 4
 HX3121'INCHES AND THE DISK IS STAMPED NITRO 2
 HX3121'NO 3 1948.
 HX3121'
 HX3121'THE AZIMUTH MARK TO STATION NITRO 1944 WAS USED AS A REFERENCE MARK
 HX3121'AND IS 27.22 FEET NORTH OF THE
 HX3121'STATION.  IT IS 51 FEET WEST OF THE CENTER OF THE HIGHWAY, 4.5 FEET
 HX3121'NORTHEAST OF A WHITE WITNESS POST AND 3
 HX3121'FEET EAST OF THE FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 HX3121'AND THE DISK IS STAMPED NITRO 1944.  NO AZIMUTH
 HX3121'MARK SET.
 HX3121'
 HX3121'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HX3121
 HX3121                          STATION RECOVERY (1955)
 HX3121
 HX3121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 HX3121'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HX3121
 HX3121                          STATION RECOVERY (1960)
 HX3121
 HX3121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 HX3121'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HX3121'CONDITION.  THE WHITE WITNESS
 HX3121'POST IS GONE AND ONLY THE FENCE POST REMAIN.  THE HIVELY GARAGE IS
 HX3121'NOW THE BAILEY SERVICE STATION.  A
 HX3121'COMPLETE NEW DESCRIPTION FOLLOWS-
 HX3121'
 HX3121'STATION IS LOCATED 2 MILES NORTH OF NITRO ON THE WEST SIDE OF U.S.
 HX3121'HIGHWAY 35 AND 0.2 MILE NORTH OF
 HX3121'STATE HIGHWAY 25.  IT IS 140 FEET SOUTH OF THE CENTER OF THE ROAD
 HX3121'LEADING TO THE COUNTRY CLUB, 85 FEET
 HX3121'SOUTH OF POWER POLE NO. 692, 57.7 FEET NORTHWEST OF POWER POLE
 HX3121'NO. 692, 49 FEET WEST OF THE CENTER OF THE
 HX3121'HIGHWAY AND 3 FEET EAST OF A WITNESS SIGN.  THE
 HX3121'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED NITRO 2 1948.
 HX3121'
 HX3121'REFERENCE MARK NO. 3 IS 15.76 FEET SOUTHWEST OF THE STATION.  IT IS
 HX3121'61.5 FEET WEST OF THE CENTER OF
 HX3121'THE ROAD AND 15 FEET WEST OF THE WITNESS SIGN.  THE MARK PROJECTS
 HX3121'ABOUT 3 INCHES AND THE DISK IS
 HX3121'STAMPED NITRO 2 NO 3 1948.
 HX3121'
 HX3121'THE AZIMUTH MARK TO STATION NITRO 1944 WAS USED AS A REFERENCE MARK.
 HX3121'IT IS 110 FEET SOUTH OF THE
 HX3121'CENTER OF THE ROAD TO THE COUNTRY CLUB, 61.5 FEET SOUTH OF A POWER
 HX3121'POLE, 51 FEET WEST OF THE CENTER OF
 HX3121'THE ROAD AND 26 FEET NORTH OF THE WITNESS SIGN.  THE MARK
 HX3121'PROJECTS ABOUT 3 INCHES AND THE DISK IS
 HX3121'STAMPED NITRO 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3120 ***********************************************************************
 HX3120  DESIGNATION -  NITRO AZ MK
 HX3120  PID         -  HX3120
 HX3120  STATE/COUNTY-  WV/PUTNAM
 HX3120  USGS QUAD   -  SAINT ALBANS (1976)
 HX3120
 HX3120                         *CURRENT SURVEY CONTROL
 HX3120  ___________________________________________________________________
 HX3120* NAD 83(1995)-  38 26 58.41884(N)    081 49 02.12958(W)     ADJUSTED  
 HX3120* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 HX3120  ___________________________________________________________________
 HX3120  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 HX3120  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HX3120
 HX3120  HORZ ORDER  -  SECOND
 HX3120
 HX3120.The horizontal coordinates were established by classical geodetic methods
 HX3120.and adjusted by the National Geodetic Survey in April 1998..
 HX3120
 HX3120.The orthometric height was scaled from a topographic map.
 HX3120
 HX3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3120
 HX3120.The geoid height was determined by GEOID03.
 HX3120
 HX3120;                    North         East     Units Scale Factor Converg.
 HX3120;SPC WV S     -   161,200.573   528,664.082   MT  0.99993635   -0 30 18.8
 HX3120;UTM  17      - 4,256,012.911   428,686.599   MT  0.99966263   -0 30 29.6
 HX3120
 HX3120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3120!SPC WV S     -   0.99997671  x   0.99993635  =   0.99991306
 HX3120!UTM  17      -   0.99997671  x   0.99966263  =   0.99963934
 HX3120
 HX3120|---------------------------------------------------------------------|
 HX3120| PID    Reference Object                     Distance      Geod. Az  |
 HX3120|                                                           dddmmss.s |
 HX3120| HX3114 NITRO                               318.754 METERS 18450     |
 HX3120| HX3113 SIMMS 2 RESET                       APPROX. 2.1 KM 2810609.0 |
 HX3120|---------------------------------------------------------------------|
 HX3120
 HX3120                          SUPERSEDED SURVEY CONTROL
 HX3120
 HX3120  NAD 83(1995)-  38 26 58.42450(N)    081 49 02.13547(W) AD(       ) 2
 HX3120  NAD 83(1986)-  38 26 58.42657(N)    081 49 02.13640(W) AD(       ) 2
 HX3120  NAD 27      -  38 26 58.09700(N)    081 49 02.66400(W) AD(       ) 2
 HX3120
 HX3120.Superseded values are not recommended for survey control.
 HX3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3120.See file dsdata.txt to determine how the superseded data were derived.
 HX3120
 HX3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2868756013(NAD 83)
 HX3120_MARKER: DZ = AZIMUTH MARK DISK
 HX3120_SETTING: 0 = UNSPECIFIED SETTING
 HX3120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX3120
 HX3120  HISTORY     - Date     Condition        Report By
 HX3120  HISTORY     - 1944     MONUMENTED       CGS
 HX3120
 HX3120                          STATION DESCRIPTION
 HX3120
 HX3120'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 HX3120'AZIMUTH MARK IS 0.2 MILE BY ROAD N OF THE STATION, 4 FEET E
 HX3120'OF WIRE FENCE, 61
 HX3120'FEET SW OF A POLE, AND ABOUT 50 FEET W OF THE
 HX3120'CENTER LINE OF THE HIGHWAY.  IT IS
 HX3120'STAMPED NITRO 1944 AND PROJECTS ABOUT 3 INCHES.
 HX3120'
 HX3120'TO REACH THE STATION FROM THE NITRO POST OFFICE, GO N ON
 HX3120'STATE HIGHWAY 25
 HX3120'FOR 2.3 MILES TO THE JUNCTION OF U.S. HIGHWAY 35.
 HX3120'TURN RIGHT ON HIGHWAY 35 AND GO
 HX3120'0.05 MILE TO THE STATION ON THE
 HX3120'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3122 ***********************************************************************
 HX3122  DESIGNATION -  NITRO JOHN AMOS STACK
 HX3122  PID         -  HX3122
 HX3122  STATE/COUNTY-  WV/PUTNAM
 HX3122  USGS QUAD   -  SAINT ALBANS (1976)
 HX3122
 HX3122                         *CURRENT SURVEY CONTROL
 HX3122  ___________________________________________________________________
 HX3122* NAD 83(1995)-  38 28 23.11930(N)    081 49 24.32763(W)     ADJUSTED  
 HX3122* NAVD 88     -                                                        
 HX3122  ___________________________________________________________________
 HX3122  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 HX3122  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HX3122
 HX3122  HORZ ORDER  -  THIRD
 HX3122
 HX3122.The horizontal coordinates were established by classical geodetic methods
 HX3122.and adjusted by the National Geodetic Survey in April 1998..
 HX3122
 HX3122
 HX3122.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3122
 HX3122.The geoid height was determined by GEOID03.
 HX3122
 HX3122;                    North         East     Units Scale Factor Converg.
 HX3122;SPC WV S     -   163,816.791   528,149.076   MT  0.99993833   -0 30 32.5
 HX3122;UTM  17      - 4,258,628.439   428,171.877   MT  0.99966353   -0 30 44.3
 HX3122
 HX3122                          SUPERSEDED SURVEY CONTROL
 HX3122
 HX3122  NAD 83(1995)-  38 28 23.12489(N)    081 49 24.33379(W) AD(       ) 4
 HX3122  NAD 83(1986)-  38 28 23.12708(N)    081 49 24.33444(W) AD(       ) 4
 HX3122  NAD 27      -  38 28 22.79971(N)    081 49 24.86082(W) AD(       ) 3
 HX3122
 HX3122.Superseded values are not recommended for survey control.
 HX3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3122.See file dsdata.txt to determine how the superseded data were derived.
 HX3122
 HX3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2817258628(NAD 83)
 HX3122_MARKER: 63 = STACK
 HX3122
 HX3122  HISTORY     - Date     Condition        Report By
 HX3122  HISTORY     - 1976     FIRST OBSERVED   NGS
 HX3122
 HX3122                          STATION DESCRIPTION
 HX3122
 HX3122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3122'THE STATION, NITRO JOHN E. AMOS PLANT STACK, IS THE CENTER OF
 HX3122'THE TOP OF THE SOUTHEAST ONE OF TWO CONCRETE STACKS THAT ARE
 HX3122'903 FEET TALL.  THE STACKS ARE OWNED BY THE APPALACHIAN POWER
 HX3122'COMPANY, POST OFFICE BOX 4000, ST ALBANS, WEST VIRGINIA, 25177.
 HX3122'
 HX3122'THE REACH FROM WHERE INTERSTATE HIGHWAY 64 CROSSES OVER U.S.
 HX3122'HIGHWAY 35, NORTH OF ST ALBANS, GO NORTH ON HIGHWAY 35 FOR 2.15
 HX3122'MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3110 ***********************************************************************
 HX3110  DESIGNATION -  NITRO VISCOSE CO WATER TANK
 HX3110  PID         -  HX3110
 HX3110  STATE/COUNTY-  WV/PUTNAM
 HX3110  USGS QUAD   -  SAINT ALBANS (1976)
 HX3110
 HX3110                         *CURRENT SURVEY CONTROL
 HX3110  ___________________________________________________________________
 HX3110* NAD 83(1995)-  38 25 53.61882(N)    081 50 38.04446(W)     ADJUSTED  
 HX3110* NAVD 88     -                                                        
 HX3110  ___________________________________________________________________
 HX3110  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 HX3110  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HX3110
 HX3110  HORZ ORDER  -  THIRD
 HX3110
 HX3110.The horizontal coordinates were established by classical geodetic methods
 HX3110.and adjusted by the National Geodetic Survey in April 1998..
 HX3110
 HX3110
 HX3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3110
 HX3110.The geoid height was determined by GEOID03.
 HX3110
 HX3110;                    North         East     Units Scale Factor Converg.
 HX3110;SPC WV S     -   159,223.538   526,320.367   MT  0.99993495   -0 31 18.1
 HX3110;UTM  17      - 4,254,036.532   426,343.418   MT  0.99966681   -0 31 28.5
 HX3110
 HX3110                          SUPERSEDED SURVEY CONTROL
 HX3110
 HX3110  NAD 83(1995)-  38 25 53.62433(N)    081 50 38.05019(W) AD(       ) 4
 HX3110  NAD 83(1986)-  38 25 53.62735(N)    081 50 38.05078(W) AD(       ) 4
 HX3110  NAD 27      -  38 25 53.29000(N)    081 50 38.58000(W) AD(       ) 3
 HX3110
 HX3110.Superseded values are not recommended for survey control.
 HX3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3110.See file dsdata.txt to determine how the superseded data were derived.
 HX3110
 HX3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2634354037(NAD 83)
 HX3110_MARKER: 51 = TANK
 HX3110
 HX3110  HISTORY     - Date     Condition        Report By
 HX3110  HISTORY     - 1944     FIRST OBSERVED   CGS
 HX3110  HISTORY     - 1958     GOOD             CGS
 HX3110  HISTORY     - 1962     GOOD             CGS
 HX3110
 HX3110                          STATION DESCRIPTION
 HX3110
 HX3110'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3110'TO REACH THE INTERSECTION STATION FROM THE POST OFFICE IN NITRO,
 HX3110'GO WEST ON HIGHWAY
 HX3110'25 FOR 0.7 MILES TO ROAD ON LEFT AND TRAFFIC SIGNAL-
 HX3110'TURN LEFT AND GO 0.2 MILES TO TANK ON
 HX3110'THE LEFT.  THE TANK IS PAINTED BLACK.
 HX3110
 HX3110                          STATION RECOVERY (1962)
 HX3110
 HX3110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AMS)
 HX3110'THE STATION WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2214 ***********************************************************************
 GX2214  DESIGNATION -  NO 1
 GX2214  PID         -  GX2214
 GX2214  STATE/COUNTY-  WV/LOGAN
 GX2214  USGS QUAD   -  MALLORY (1976)
 GX2214
 GX2214                         *CURRENT SURVEY CONTROL
 GX2214  ___________________________________________________________________
 GX2214* NAD 83(1986)-  37 44 34.     (N)    081 52 26.     (W)     SCALED    
 GX2214* NAVD 88     -       224.888  (meters)     737.82   (feet)  ADJUSTED  
 GX2214  ___________________________________________________________________
 GX2214  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GX2214  DYNAMIC HT  -         224.719 (meters)     737.27  (feet)  COMP
 GX2214  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 GX2214
 GX2214  VERT ORDER  -  SECOND    CLASS 0
 GX2214
 GX2214.The horizontal coordinates were scaled from a topographic map and have
 GX2214.an estimated accuracy of +/- 6 seconds.
 GX2214
 GX2214.The orthometric height was determined by differential leveling
 GX2214.and adjusted by the National Geodetic Survey in June 1991..
 GX2214
 GX2214.The geoid height was determined by GEOID03.
 GX2214
 GX2214.The dynamic height is computed by dividing the NAVD 88
 GX2214.geopotential number by the normal gravity value computed on the
 GX2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2214.degrees latitude (g = 980.6199 gals.).
 GX2214
 GX2214.The modeled gravity was interpolated from observed gravity values.
 GX2214
 GX2214;                    North         East    Units  Estimated Accuracy
 GX2214;SPC WV S     -    82,800.      522,980.      MT  (+/- 180 meters Scaled)
 GX2214
 GX2214                          SUPERSEDED SURVEY CONTROL
 GX2214
 GX2214  NGVD 29 (??/??/92)  225.100  (m)          738.52   (f) ADJ UNCH    2 0
 GX2214
 GX2214.Superseded values are not recommended for survey control.
 GX2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2214.See file dsdata.txt to determine how the superseded data were derived.
 GX2214
 GX2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB230776(NAD 83)
 GX2214_MARKER: Q = CHISELED SQUARE
 GX2214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2214_SP_SET: BRIDGE
 GX2214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2214
 GX2214  HISTORY     - Date     Condition        Report By
 GX2214  HISTORY     - UNK      MONUMENTED       WVHD
 GX2214  HISTORY     - 1957     GOOD             NGS
 GX2214
 GX2214                          STATION DESCRIPTION
 GX2214
 GX2214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2214'AT MAN.
 GX2214'AT MAN, ALONG STATE HIGHWAY 10, AT HIGHWAY BRIDGE OVER BUFFALO
 GX2214'CREEK, A 1-INCH OUTLINED SQUARE ON THE TOP OF THE SOUTHWEST EDGE
 GX2214'OF THE NORTHWEST END OF NORTH ABUTMENT OF BRIDGE, 16 FEET WEST
 GX2214'OF CENTER LINE OF HIGHWAY, 2 FEET NORTHWEST OF NORTH END OF STEEL
 GX2214'GUARD RAIL ALONG WEST SIDE OF PEDESTRIAN WALK AND ABOUT 1/2 FOOT
 GX2214'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3054 ***********************************************************************
 HX3054  DESIGNATION -  NO 103 WVGS 1944
 HX3054  PID         -  HX3054
 HX3054  STATE/COUNTY-  WV/KANAWHA
 HX3054  USGS QUAD   -  CHARLESTON EAST (1976)
 HX3054
 HX3054                         *CURRENT SURVEY CONTROL
 HX3054  ___________________________________________________________________
 HX3054* NAD 83(1995)-  38 20 11.34176(N)    081 36 59.68362(W)     ADJUSTED  
 HX3054* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 HX3054  ___________________________________________________________________
 HX3054  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 HX3054  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HX3054
 HX3054  HORZ ORDER  -  SECOND
 HX3054
 HX3054.The horizontal coordinates were established by classical geodetic methods
 HX3054.and adjusted by the National Geodetic Survey in April 1998..
 HX3054
 HX3054.The orthometric height was scaled from a topographic map.
 HX3054
 HX3054.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3054
 HX3054.The geoid height was determined by GEOID03.
 HX3054
 HX3054;                    North         East     Units Scale Factor Converg.
 HX3054;SPC WV S     -   148,514.216   546,096.965   MT  0.99992919   -0 22 52.2
 HX3054;UTM  17      - 4,243,329.520   446,114.071   MT  0.99963576   -0 22 56.9
 HX3054
 HX3054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3054!SPC WV S     -   0.99997633  x   0.99992919  =   0.99990553
 HX3054!UTM  17      -   0.99997633  x   0.99963576  =   0.99961210
 HX3054
 HX3054|---------------------------------------------------------------------|
 HX3054| PID    Reference Object                     Distance      Geod. Az  |
 HX3054|                                                           dddmmss.s |
 HX3054| HX3045 CAPITOL                             378.778 METERS 09506     |
 HX3054| HX3046 RIVER                               APPROX. 0.6 KM 1335407.1 |
 HX3054|---------------------------------------------------------------------|
 HX3054
 HX3054                          SUPERSEDED SURVEY CONTROL
 HX3054
 HX3054  NAD 83(1995)-  38 20 11.34924(N)    081 36 59.68880(W) AD(       ) 2
 HX3054  NAD 83(1986)-  38 20 11.34987(N)    081 36 59.68990(W) AD(       ) 2
 HX3054  NAD 27      -  38 20 10.99900(N)    081 37 00.24600(W) AD(       ) 2
 HX3054
 HX3054.Superseded values are not recommended for survey control.
 HX3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3054.See file dsdata.txt to determine how the superseded data were derived.
 HX3054
 HX3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4611443330(NAD 83)
 HX3054_MARKER: DD = SURVEY DISK
 HX3054_SETTING: 0 = UNSPECIFIED SETTING
 HX3054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX3054
 HX3054  HISTORY     - Date     Condition        Report By
 HX3054  HISTORY     - 1944     MONUMENTED       WVGS
 HX3054  HISTORY     - 1973     MARK NOT FOUND   WVGS
 HX3054
 HX3054                          STATION DESCRIPTION
 HX3054
 HX3054'DESCRIBED BY WEST VIRGINIA GEODETIC SURVEY 1944 (FN)
 HX3054'THE STATION IS LOCATED IN THE CITY OF CHARLESTON, IN THE APPROX.
 HX3054'CENTER LINE OF
 HX3054'KANAWHA BOULEVARD, AT THE POINT WHERE GREENBRIER STREET
 HX3054'JUNCTIONS WITH THE
 HX3054'BOULEVARD.
 HX3054'
 HX3054'STATION MARK IS A STATE SURVEY BRONZE DISK SET FLUSH IN THE
 HX3054'PAVEMENT AND IS
 HX3054'STAMPED 103.
 HX3054'
 HX3054'NO REFERENCE MARKS SET AT THIS STATION.
 HX3054'
 HX3054'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX3054
 HX3054                          STATION RECOVERY (1973)
 HX3054
 HX3054'RECOVERY NOTE BY WEST VIRGINIA GEODETIC SURVEY 1973 (CLN)
 HX3054'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE HIGHWAY HAS BEEN
 HX3054'PAVED SINCE THE STATION WAS ESTABLISHED AND THE DISK MAY STILL BE
 HX3054'INTACT UNDER THE PAVEMENT.
 HX3054'
 HX3054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CHARLESTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2028 ***********************************************************************
 GX2028  DESIGNATION -  NO 3
 GX2028  PID         -  GX2028
 GX2028  STATE/COUNTY-  WV/WYOMING
 GX2028  USGS QUAD   -  WELCH (1976)
 GX2028
 GX2028                         *CURRENT SURVEY CONTROL
 GX2028  ___________________________________________________________________
 GX2028* NAD 83(1986)-  37 29 46.     (N)    081 32 19.     (W)     SCALED    
 GX2028* NAVD 88     -       510.595  (meters)    1675.18   (feet)  ADJUSTED  
 GX2028  ___________________________________________________________________
 GX2028  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX2028  DYNAMIC HT  -         510.182 (meters)    1673.82  (feet)  COMP
 GX2028  MODELED GRAV-     979,805.8   (mgal)                       NAVD 88
 GX2028
 GX2028  VERT ORDER  -  SECOND    CLASS 0
 GX2028
 GX2028.The horizontal coordinates were scaled from a topographic map and have
 GX2028.an estimated accuracy of +/- 6 seconds.
 GX2028
 GX2028.The orthometric height was determined by differential leveling
 GX2028.and adjusted by the National Geodetic Survey in June 1991..
 GX2028
 GX2028.The geoid height was determined by GEOID03.
 GX2028
 GX2028.The dynamic height is computed by dividing the NAVD 88
 GX2028.geopotential number by the normal gravity value computed on the
 GX2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2028.degrees latitude (g = 980.6199 gals.).
 GX2028
 GX2028.The modeled gravity was interpolated from observed gravity values.
 GX2028
 GX2028;                    North         East    Units  Estimated Accuracy
 GX2028;SPC WV S     -    55,200.      552,370.      MT  (+/- 180 meters Scaled)
 GX2028
 GX2028                          SUPERSEDED SURVEY CONTROL
 GX2028
 GX2028  NGVD 29 (??/??/92)  510.746  (m)         1675.67   (f) ADJ UNCH    2 0
 GX2028
 GX2028.Superseded values are not recommended for survey control.
 GX2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2028.See file dsdata.txt to determine how the superseded data were derived.
 GX2028
 GX2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB523500(NAD 83)
 GX2028_MARKER: DD = SURVEY DISK
 GX2028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2028_SP_SET: CULVERT
 GX2028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2028
 GX2028  HISTORY     - Date     Condition        Report By
 GX2028  HISTORY     - UNK      MONUMENTED       WVHD
 GX2028  HISTORY     - 1958     GOOD             NGS
 GX2028
 GX2028                          STATION DESCRIPTION
 GX2028
 GX2028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2028'7.2 MI N FROM WELCH.
 GX2028'7.2 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 GX2028'WELCH, 1.0 MILE SOUTHEAST OF AN 80-FOOT BRIDGE OVER INDIAN
 GX2028'CREEK, 0.8 MILE NORTH OF THE MCDOWELL  - WYOMING COUNTY LINE,
 GX2028'AT A HIGH TELEPHONE LINE CROSSING THE HIGHWAY, 21 FEET EAST
 GX2028'OF THE CENTER LINE OF THE FORMER HIGHWAY, IN TOP OF THE SOUTH
 GX2028'END OF THE EAST HEAD WALL FOR A 4-FOOT BOX CULVERT UNDER THE
 GX2028'FORMER HIGHWAY, 0.3 FOOT NORTH OF THE SOUTH END OF THE HEAD
 GX2028'WALL, A 2-INCH OUTLINED SQUARE ABOUT 20 FEET BELOW THE LEVEL
 GX2028'OF THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3079 ***********************************************************************
 HX3079  DESIGNATION -  NO 6 WVGS 1944
 HX3079  PID         -  HX3079
 HX3079  STATE/COUNTY-  WV/KANAWHA
 HX3079  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3079
 HX3079                         *CURRENT SURVEY CONTROL
 HX3079  ___________________________________________________________________
 HX3079* NAD 83(1995)-  38 21 51.45439(N)    081 42 30.28051(W)     ADJUSTED  
 HX3079* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 HX3079  ___________________________________________________________________
 HX3079  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 HX3079  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HX3079
 HX3079  HORZ ORDER  -  SECOND
 HX3079
 HX3079.The horizontal coordinates were established by classical geodetic methods
 HX3079.and adjusted by the National Geodetic Survey in April 1998..
 HX3079
 HX3079.The orthometric height was scaled from a topographic map.
 HX3079
 HX3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3079
 HX3079.The geoid height was determined by GEOID03.
 HX3079
 HX3079;                    North         East     Units Scale Factor Converg.
 HX3079;SPC WV S     -   151,658.188   538,092.454   MT  0.99993059   -0 26 16.6
 HX3079;UTM  17      - 4,246,472.797   438,111.952   MT  0.99964717   -0 26 22.9
 HX3079
 HX3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3079!SPC WV S     -   0.99997652  x   0.99993059  =   0.99990711
 HX3079!UTM  17      -   0.99997652  x   0.99964717  =   0.99962370
 HX3079
 HX3079                          SUPERSEDED SURVEY CONTROL
 HX3079
 HX3079  NAD 83(1995)-  38 21 51.46097(N)    081 42 30.28562(W) AD(       ) 2
 HX3079  NAD 83(1986)-  38 21 51.46233(N)    081 42 30.28674(W) AD(       ) 2
 HX3079  NAD 27      -  38 21 51.12100(N)    081 42 30.83400(W) AD(       ) 2
 HX3079
 HX3079.Superseded values are not recommended for survey control.
 HX3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3079.See file dsdata.txt to determine how the superseded data were derived.
 HX3079
 HX3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3811246473(NAD 83)
 HX3079_MARKER: DE = TRAVERSE STATION DISK
 HX3079_SETTING: 0 = UNSPECIFIED SETTING
 HX3079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX3079
 HX3079  HISTORY     - Date     Condition        Report By
 HX3079  HISTORY     - 1944     MONUMENTED       WVGS
 HX3079
 HX3079                          STATION DESCRIPTION
 HX3079
 HX3079'DESCRIBED BY WEST VIRGINIA GEODETIC SURVEY 1944 (FN)
 HX3079'STATION IS LOCATED ON THE N SIDE OF U.S. HIGHWAY 60 IN SOUTH
 HX3079'CHARLESTON.  IT IS SET
 HX3079'IN A CONCRETE SIDEWALK ABOUT 74 FEET W OF THE
 HX3079'INTERSECTION OF RHODES
 HX3079'AVENUE.
 HX3079'
 HX3079'STATION IS MARKED BY A STANDARD STATE SURVEY TRAVERSE DISK
 HX3079'SET FLUSH WITH THE
 HX3079'SURFACE OF THE SIDEWALK.  IT IS STAMPED NO 6.
 HX3079'
 HX3079'TRIANGULATION STATION NAVY IS 34.435 METERS (112.97 FEET)
 HX3079'DISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0996 ***********************************************************************
 JX0996  DESIGNATION -  NO 7
 JX0996  PID         -  JX0996
 JX0996  STATE/COUNTY-  WV/WIRT
 JX0996  USGS QUAD   -  ELIZABETH (1975)
 JX0996
 JX0996                         *CURRENT SURVEY CONTROL
 JX0996  ___________________________________________________________________
 JX0996* NAD 83(1986)-  39 03 53.     (N)    081 23 59.     (W)     SCALED    
 JX0996* NAVD 88     -       189.842  (meters)     622.84   (feet)  ADJUSTED  
 JX0996  ___________________________________________________________________
 JX0996  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JX0996  DYNAMIC HT  -         189.721 (meters)     622.44  (feet)  COMP
 JX0996  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 JX0996
 JX0996  VERT ORDER  -  SECOND    CLASS 0
 JX0996
 JX0996.The horizontal coordinates were scaled from a topographic map and have
 JX0996.an estimated accuracy of +/- 6 seconds.
 JX0996
 JX0996.The orthometric height was determined by differential leveling
 JX0996.and adjusted by the National Geodetic Survey in June 1991..
 JX0996
 JX0996.The geoid height was determined by GEOID03.
 JX0996
 JX0996.The dynamic height is computed by dividing the NAVD 88
 JX0996.geopotential number by the normal gravity value computed on the
 JX0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0996.degrees latitude (g = 980.6199 gals.).
 JX0996
 JX0996.The modeled gravity was interpolated from observed gravity values.
 JX0996
 JX0996;                    North         East    Units  Estimated Accuracy
 JX0996;SPC WV N     -    64,430.      435,600.      MT  (+/- 180 meters Scaled)
 JX0996
 JX0996                          SUPERSEDED SURVEY CONTROL
 JX0996
 JX0996  NGVD 29 (??/??/92)  190.018  (m)          623.42   (f) ADJ UNCH    2 0
 JX0996
 JX0996.Superseded values are not recommended for survey control.
 JX0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0996.See file dsdata.txt to determine how the superseded data were derived.
 JX0996
 JX0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD654240(NAD 83)
 JX0996_MARKER: X = CHISELED CROSS
 JX0996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0996_SP_SET: CATCH BASIN
 JX0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0996
 JX0996  HISTORY     - Date     Condition        Report By
 JX0996  HISTORY     - UNK      MONUMENTED       CGS
 JX0996  HISTORY     - 1956     GOOD             NGS
 JX0996
 JX0996                          STATION DESCRIPTION
 JX0996
 JX0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX0996'0.4 MI W FROM ELIZABETH.
 JX0996'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 14 FROM THE COURT HOUSE
 JX0996'AT ELIZABETH, ABOUT 0.2 MILE EAST OF A CONCRETE BRIDGE OVER
 JX0996'TUCKER CREEK, ABOUT 55 YARDS WEST OF A FORMER RAILROAD CROSSING,
 JX0996'A CHISELED CROSS INSIDE A 2-INCH CHISELED SQUARE ON THE TOP
 JX0996'OF THE NORTHEAST CORNER OF CONCRETE RETAINING WALL OF A CONCRETE
 JX0996'CATCH BASIN FOR A 15-INCH PIPE CULVERT UNDER HIGHWAY, 19 FEET
 JX0996'SOUTH OF CENTER LINE OF HIGHWAY AND ABOUT 3/4 FEET ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3183 ***********************************************************************
 KY3183  DESIGNATION -  NO X
 KY3183  PID         -  KY3183
 KY3183  STATE/COUNTY-  WV/OHIO
 KY3183  USGS QUAD   -  WHEELING (1994)
 KY3183
 KY3183                         *CURRENT SURVEY CONTROL
 KY3183  ___________________________________________________________________
 KY3183* NAD 83(1995)-  40 06 17.50332(N)    080 42 13.81646(W)     ADJUSTED  
 KY3183* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 KY3183  ___________________________________________________________________
 KY3183  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 KY3183  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY3183
 KY3183  HORZ ORDER  -  SECOND
 KY3183
 KY3183.The horizontal coordinates were established by classical geodetic methods
 KY3183.and adjusted by the National Geodetic Survey in April 1998..
 KY3183
 KY3183.The orthometric height was scaled from a topographic map.
 KY3183
 KY3183.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3183
 KY3183.The geoid height was determined by GEOID03.
 KY3183
 KY3183;                    North         East     Units Scale Factor Converg.
 KY3183;SPC WV N     -   178,859.558   497,362.635   MT  0.99997562   -0 46 04.0
 KY3183;SPC OH S     -   235,199.510   753,138.518   MT  1.00001494   +1 08 22.9
 KY3183;UTM  17      - 4,439,438.009   525,241.614   MT  0.99960784   +0 11 26.8
 KY3183
 KY3183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3183!SPC WV N     -   0.99997570  x   0.99997562  =   0.99995132
 KY3183!SPC OH S     -   0.99997570  x   1.00001494  =   0.99999064
 KY3183!UTM  17      -   0.99997570  x   0.99960784  =   0.99958355
 KY3183
 KY3183                          SUPERSEDED SURVEY CONTROL
 KY3183
 KY3183  NAD 83(1986)-  40 06 17.50989(N)    080 42 13.82475(W) AD(       ) 2
 KY3183  NAD 27      -  40 06 17.25770(N)    080 42 14.53850(W) AD(       ) 2
 KY3183
 KY3183.Superseded values are not recommended for survey control.
 KY3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3183.See file dsdata.txt to determine how the superseded data were derived.
 KY3183
 KY3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2524239438(NAD 83)
 KY3183_MARKER: DD = SURVEY DISK
 KY3183_SETTING: 0 = UNSPECIFIED SETTING
 KY3183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3183
 KY3183  HISTORY     - Date     Condition        Report By
 KY3183  HISTORY     - 1963     MONUMENTED       USE
 KY3183
 KY3183                          STATION DESCRIPTION
 KY3183
 KY3183'DESCRIBED BY US ENGINEERS 1963 (VBM)
 KY3183'THE STATION IS LOCATED ON THE EAST SIDE OF THE OHIO RIVER, IN THE
 KY3183'WEST EDGE OF THE EAST WALL OF LOCK 12, IN THE WEST EDGE OF THE
 KY3183'VILLAGE OF WARWOOD, ABOUT 3 MILES NORTH OF THE JUNCTION
 KY3183'OF U.S. HIGHWAY 40 AND STATE HIGHWAY 2 IN WHEELING. IT IS A U.S.
 KY3183'ENGINEER DEPARTMENT STATION DISK STAMPED NO. X EL 194, CEMENTED IN A
 KY3183'DRILLED HOLE IN THE EAST WALL OF LOCK 12.  IT IS 118 FEET WEST OF
 KY3183'THE SOUTHWEST CORNER OF THE U.S. ENGINEER OFFICE BUILDING, AND 3
 KY3183'FEET EAST OF THE WEST EDGE OF THE EAST LOCK WALL.
 KY3183'
 KY3183'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LOCK 12
 KY3183'1963, THE DISTANCE BEING 16.79 FEET AND 5.118 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0095 ***********************************************************************
 GX0095  DESIGNATION -  NORTH CALDWELL
 GX0095  PID         -  GX0095
 GX0095  STATE/COUNTY-  WV/GREENBRIER
 GX0095  USGS QUAD   -  LEWISBURG (1979)
 GX0095
 GX0095                         *CURRENT SURVEY CONTROL
 GX0095  ___________________________________________________________________
 GX0095* NAD 83(1986)-  37 47 03.     (N)    080 24 05.     (W)     SCALED    
 GX0095* NAVD 88     -       517.320  (meters)    1697.24   (feet)  ADJUSTED  
 GX0095  ___________________________________________________________________
 GX0095  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX0095  DYNAMIC HT  -         516.893 (meters)    1695.84  (feet)  COMP
 GX0095  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 GX0095
 GX0095  VERT ORDER  -  FIRST     CLASS II
 GX0095
 GX0095.The horizontal coordinates were scaled from a topographic map and have
 GX0095.an estimated accuracy of +/- 6 seconds.
 GX0095
 GX0095.The orthometric height was determined by differential leveling
 GX0095.and adjusted by the National Geodetic Survey in June 1991..
 GX0095
 GX0095.The geoid height was determined by GEOID03.
 GX0095
 GX0095.The dynamic height is computed by dividing the NAVD 88
 GX0095.geopotential number by the normal gravity value computed on the
 GX0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0095.degrees latitude (g = 980.6199 gals.).
 GX0095
 GX0095.The modeled gravity was interpolated from observed gravity values.
 GX0095
 GX0095;                    North         East    Units  Estimated Accuracy
 GX0095;SPC WV S     -    87,200.      652,730.      MT  (+/- 180 meters Scaled)
 GX0095
 GX0095                          SUPERSEDED SURVEY CONTROL
 GX0095
 GX0095  NGVD 29 (??/??/92)  517.474  (m)         1697.75   (f) ADJ UNCH    1 2
 GX0095
 GX0095.Superseded values are not recommended for survey control.
 GX0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0095.See file dsdata.txt to determine how the superseded data were derived.
 GX0095
 GX0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB527820(NAD 83)
 GX0095_MARKER: DB = BENCH MARK DISK
 GX0095_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX0095_STAMPING: N CALDWELL 1933
 GX0095_MARK LOGO: CGS   
 GX0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0095
 GX0095  HISTORY     - Date     Condition        Report By
 GX0095  HISTORY     - 1933     MONUMENTED       CGS
 GX0095  HISTORY     - 1961     GOOD             NGS
 GX0095  HISTORY     - 1983     GOOD             NGS
 GX0095  HISTORY     - 1983     GOOD             NGS
 GX0095  HISTORY     - 1984     GOOD             NGS
 GX0095
 GX0095                          STATION DESCRIPTION
 GX0095
 GX0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0095'AT NORTH CALDWELL.
 GX0095'AT NORTH CALDWELL, ALONG THE CHESAPEAKE AND OHIO RAILWAY, ABOUT
 GX0095'4 RAILS SOUTH OF THE SOUTH END OF THE STATION, 14 FEET WEST
 GX0095'OF THE WEST RAIL, SET VERTICALLY IN THE EAST FACE OF THE NORTH
 GX0095'LEG OF THE WEST PIER FOR U.S. HIGHWAY 60 OVERPASS OVER THE
 GX0095'TRACK, 4-1/2 FEET ABOVE THE GROUND, AND ABOUT 4 FEET ABOVE
 GX0095'THE LEVEL OF THE TRACK.
 GX0095
 GX0095                          STATION RECOVERY (1983)
 GX0095
 GX0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0095'RECOVERED IN GOOD CONDITION.
 GX0095
 GX0095                          STATION RECOVERY (1983)
 GX0095
 GX0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0095'RECOVERED IN GOOD CONDITION.
 GX0095
 GX0095                          STATION RECOVERY (1984)
 GX0095
 GX0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3468 ***********************************************************************
 HW3468  DESIGNATION -  NORTH FORK
 HW3468  PID         -  HW3468
 HW3468  STATE/COUNTY-  WV/GRANT
 HW3468  USGS QUAD   -  HOPEVILLE (1981)
 HW3468
 HW3468                         *CURRENT SURVEY CONTROL
 HW3468  ___________________________________________________________________
 HW3468* NAD 83(1995)-  38 56 10.98571(N)    079 16 20.85217(W)     ADJUSTED  
 HW3468* NAVD 88     -      1083.0    (meters)    3553.     (feet)  VERTCON   
 HW3468  ___________________________________________________________________
 HW3468  LAPLACE CORR-          -6.86  (seconds)                    DEFLEC99
 HW3468  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HW3468
 HW3468  HORZ ORDER  -  SECOND
 HW3468
 HW3468.The horizontal coordinates were established by classical geodetic methods
 HW3468.and adjusted by the National Geodetic Survey in April 1998..
 HW3468
 HW3468.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3468
 HW3468.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3468
 HW3468.The geoid height was determined by GEOID03.
 HW3468
 HW3468;                    North         East     Units Scale Factor Converg.
 HW3468;SPC WV N     -    48,471.397   619,728.930   MT  1.00001264   +0 08 42.4
 HW3468;SPC WV S     -   216,322.417   749,777.667   MT  1.00001173   +1 04 04.6
 HW3468;UTM  17      - 4,311,136.023   649,729.488   MT  0.99987606   +1 05 09.2
 HW3468
 HW3468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3468!SPC WV N     -   0.99983503  x   1.00001264  =   0.99984766
 HW3468!SPC WV S     -   0.99983503  x   1.00001173  =   0.99984675
 HW3468!UTM  17      -   0.99983503  x   0.99987606  =   0.99971111
 HW3468
 HW3468:                Primary Azimuth Mark                     Grid Az
 HW3468:SPC WV N     -  NORTH MOUNTAIN LOOKOUT TOWER             204 54 09.5
 HW3468:SPC WV S     -  NORTH MOUNTAIN LOOKOUT TOWER             203 58 47.3
 HW3468:UTM  17      -  NORTH MOUNTAIN LOOKOUT TOWER             203 57 42.7
 HW3468
 HW3468|---------------------------------------------------------------------|
 HW3468| PID    Reference Object                     Distance      Geod. Az  |
 HW3468|                                                           dddmmss.s |
 HW3468| HW3472 NORTH MOUNTAIN LOOKOUT TOWER        APPROX.11.3 KM 2050251.9 |
 HW3468| DC4779 NORTH FORK RM 1                       6.992 METERS 22550     |
 HW3468| JW1524 BELL KNOB LOOKOUT TOWER             APPROX. 8.3 KM 3280619.7 |
 HW3468| DC4780 NORTH FORK RM 2                       4.496 METERS 34436     |
 HW3468|---------------------------------------------------------------------|
 HW3468
 HW3468                          SUPERSEDED SURVEY CONTROL
 HW3468
 HW3468  NAD 83(1995)-  38 56 10.99210(N)    079 16 20.86042(W) AD(       ) 2
 HW3468  NAD 83(1986)-  38 56 10.99347(N)    079 16 20.86158(W) AD(       ) 2
 HW3468  NAD 27      -  38 56 10.59420(N)    079 16 21.71260(W) AD(       ) 2
 HW3468  NGVD 29 (07/19/86) 1083.1    (m)         3553.     (f) VERT ANG       
 HW3468
 HW3468.Superseded values are not recommended for survey control.
 HW3468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3468.See file dsdata.txt to determine how the superseded data were derived.
 HW3468
 HW3468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD4972911136(NAD 83)
 HW3468_MARKER: DD = SURVEY DISK
 HW3468_SETTING: 80 = SET IN A BOULDER
 HW3468_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3468
 HW3468  HISTORY     - Date     Condition        Report By
 HW3468  HISTORY     - 1956     MONUMENTED       USGS
 HW3468
 HW3468                          STATION DESCRIPTION
 HW3468
 HW3468'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WRH)
 HW3468'THE STATION IS LOCATED AIRLINE, ABOUT 9 MILES SOUTHWEST OF
 HW3468'PETERSBURG, 9 MILES
 HW3468'NORTHEAST OF MOUTH OF SENECA, 3-1/2 MILES SOUTH OF STATE HIGHWAYS 28
 HW3468'AND 4 AT NORTH FORK GAP AND ON A
 HW3468'HIGH PROMINENT POINT ALONG THE CREST OF NORTH FORK MOUNTAIN.
 HW3468'
 HW3468'THE STATION IS A STANDARD USGS STATION MARK DISK WHICH HAS NO
 HW3468'STAMPING, SET IN A DRILL HOLE
 HW3468'IN THE TOP OF A 2 BY 4 FOOT BOULDER WHICH PROJECTS 5 INCHES.  IT IS
 HW3468'16 FEET EAST OF THE EDGE OF A CLIFF
 HW3468'WHICH DROPS OFF SHARP TO THE WEST AND 12 FEET EAST-NORTHEAST
 HW3468'OF TWO LARGE BOULDERS.
 HW3468'
 HW3468'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED NORTH FORK USGS NO
 HW3468'1 1956 SET IN A DRILL HOLE IN
 HW3468'OUTCROPPING BEDROCK.  IT IS 3 FEET EAST OF THE EDGE OF A CLIFF WHICH
 HW3468'DROPS OFF SHARP TO THE WEST AND ABOUT
 HW3468'2 FEET LOWER THAN THE STATION.
 HW3468'
 HW3468'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED NORTH FORK USGS NO
 HW3468'2 1956 SET IN A DRILL HOLE IN
 HW3468'OUTCROPPING BEDROCK.  IT IS 1 FOOT EAST OF THE EDGE OF A CLIFF WHICH
 HW3468'DROPS OFF SHARP TO THE WEST AND ABOUT
 HW3468'3 FEET LOWER THAN THE STATION.
 HW3468'
 HW3468'TO REACH THE STATION FROM THE TRAFFIC LIGHT, WHICH IS 0.05 MILE WEST
 HW3468'OF THE POST OFFICE IN
 HW3468'PETERSBURG, GO NORTH AND WEST ON STATE HIGHWAYS 28 AND 4 FOR 6.95
 HW3468'MILES TO A SIDE ROAD ON THE LEFT
 HW3468'LEADING TO SMOKE HOLE.  TURN LEFT AND GO SOUTHERLY ON A
 HW3468'GRAVELED ROAD FOR 2.35 MILES TO A SIGN
 HW3468'LANDES TRAIL ON THE RIGHT.  (FROM THIS POINT
 HW3468'A SMALL 4-WHEEL DRIVE JEEP IS NEEDED.) TURN RIGHT AND GO
 HW3468'SOUTHWESTERLY UP THE
 HW3468'MOUNTAIN FOR 1.2 MILES TO WHERE THE TRAIL BECOMES TO ROCKY FOR JEEP
 HW3468'TRAVEL AND THE END OF TRUCK
 HW3468'TRAVEL.  FROM THIS POINT PACK SOUTHWESTERLY UP A WELL MARKED TRAIL
 HW3468'FOR ABOUT 1/2 MILE TO THE
 HW3468'INTERSECTION OF THE NORTH MOUNTAIN TRAIL.  CONTINUE SOUTHERLY
 HW3468'ALONG THE NORTH MOUNTAIN TRAIL FOR ABOUT
 HW3468'2-1/2 MILES TO A LARGE OAK TREE ON THE
 HW3468'RIGHT WHICH HAS THE BARK GIRDLED ON THE NORTH AND WEST
 HW3468'SIDES.  AT THIS POINT TURN TO
 HW3468'THE RIGHT OFF THE TRAIL AND FOLLOW A WELL BLAZED TRAIL SOUTHWEST FOR
 HW3468'1/2 MILE UP A STEEP BRUSHY SLOPE
 HW3468'TO THE HIGHEST POINT OF THE MOUNTAIN AND THE STATION.
 HW3468'
 HW3468'THIS IS ABOUT A 2 HOUR PACK.
 HW3468'
 HW3468'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2976 ***********************************************************************
 KY2976  DESIGNATION -  NORTH MERIDIAN
 KY2976  PID         -  KY2976
 KY2976  STATE/COUNTY-  WV/OHIO
 KY2976  USGS QUAD   -  WHEELING (1994)
 KY2976
 KY2976                         *CURRENT SURVEY CONTROL
 KY2976  ___________________________________________________________________
 KY2976* NAD 83(1986)-  40 06 35.     (N)    080 41 53.     (W)     SCALED    
 KY2976* NAVD 88     -       210.679  (meters)     691.20   (feet)  ADJUSTED  
 KY2976  ___________________________________________________________________
 KY2976  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY2976  DYNAMIC HT  -         210.565 (meters)     690.83  (feet)  COMP
 KY2976  MODELED GRAV-     980,077.4   (mgal)                       NAVD 88
 KY2976
 KY2976  VERT ORDER  -  FIRST     CLASS II
 KY2976
 KY2976.The horizontal coordinates were scaled from a topographic map and have
 KY2976.an estimated accuracy of +/- 6 seconds.
 KY2976
 KY2976.The orthometric height was determined by differential leveling
 KY2976.and adjusted by the National Geodetic Survey in June 1991..
 KY2976
 KY2976.The geoid height was determined by GEOID03.
 KY2976
 KY2976.The dynamic height is computed by dividing the NAVD 88
 KY2976.geopotential number by the normal gravity value computed on the
 KY2976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2976.degrees latitude (g = 980.6199 gals.).
 KY2976
 KY2976.The modeled gravity was interpolated from observed gravity values.
 KY2976
 KY2976;                    North         East    Units  Estimated Accuracy
 KY2976;SPC WV N     -   179,390.      497,860.      MT  (+/- 180 meters Scaled)
 KY2976
 KY2976                          SUPERSEDED SURVEY CONTROL
 KY2976
 KY2976.No superseded survey control is available for this station.
 KY2976
 KY2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE257399(NAD 83)
 KY2976_MARKER: DD = SURVEY DISK
 KY2976_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KY2976_SP_SET: CURB
 KY2976_STAMPING: N MERIDIAN 1961
 KY2976_MARK LOGO: USGS  
 KY2976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY2976
 KY2976  HISTORY     - Date     Condition        Report By
 KY2976  HISTORY     - 1961     MONUMENTED       USGS
 KY2976  HISTORY     - 1983     GOOD             NGS
 KY2976
 KY2976                          STATION DESCRIPTION
 KY2976
 KY2976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2976'IN WHEELING.
 KY2976'IN WHEELING, AT THE JUNCTION OF STATE HIGHWAY 2 (WARWOOD AVENUE) AND
 KY2976'7TH STREET, IN TOP OF THE CURB, AT THE WARWOOD STATION POST OFFICE,
 KY2976'7.44 METERS (24.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 KY2976'11.52 METERS (37.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE POST
 KY2976'OFFICE, 5.21 METERS (17.1 FT) SOUTH-SOUTHWEST OF THE CENTER OF 7TH
 KY2976'STREET.
 KY2976'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1200 ***********************************************************************
 JX1200  DESIGNATION -  O
 JX1200  PID         -  JX1200
 JX1200  STATE/COUNTY-  WV/WOOD
 JX1200  USGS QUAD   -  PARKERSBURG (1994)
 JX1200
 JX1200                         *CURRENT SURVEY CONTROL
 JX1200  ___________________________________________________________________
 JX1200* NAD 83(1986)-  39 15 59.     (N)    081 33 44.     (W)     SCALED    
 JX1200* NAVD 88     -       187.435  (meters)     614.94   (feet)  ADJUSTED  
 JX1200  ___________________________________________________________________
 JX1200  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JX1200  DYNAMIC HT  -         187.319 (meters)     614.56  (feet)  COMP
 JX1200  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 JX1200
 JX1200  VERT ORDER  -  FIRST     CLASS II
 JX1200
 JX1200.The horizontal coordinates were scaled from a topographic map and have
 JX1200.an estimated accuracy of +/- 6 seconds.
 JX1200
 JX1200.The orthometric height was determined by differential leveling
 JX1200.and adjusted by the National Geodetic Survey in June 1991..
 JX1200
 JX1200.The geoid height was determined by GEOID03.
 JX1200
 JX1200.The dynamic height is computed by dividing the NAVD 88
 JX1200.geopotential number by the normal gravity value computed on the
 JX1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1200.degrees latitude (g = 980.6199 gals.).
 JX1200
 JX1200.The modeled gravity was interpolated from observed gravity values.
 JX1200
 JX1200;                    North         East    Units  Estimated Accuracy
 JX1200;SPC WV N     -    87,130.      422,050.      MT  (+/- 180 meters Scaled)
 JX1200
 JX1200                          SUPERSEDED SURVEY CONTROL
 JX1200
 JX1200  NGVD 29 (??/??/92)  187.621  (m)          615.55   (f) ADJ UNCH    1 2
 JX1200
 JX1200.Superseded values are not recommended for survey control.
 JX1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1200.See file dsdata.txt to determine how the superseded data were derived.
 JX1200
 JX1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD514464(NAD 83)
 JX1200_MARKER: Q = CHISELED SQUARE
 JX1200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1200_SP_SET: WATER TABLE
 JX1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1200
 JX1200  HISTORY     - Date     Condition        Report By
 JX1200  HISTORY     - UNK      MONUMENTED       CGS
 JX1200  HISTORY     - 1943     GOOD             NGS
 JX1200  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX1200
 JX1200                          STATION DESCRIPTION
 JX1200
 JX1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1200'AT PARKERSBURG.
 JX1200'AT PARKERSBURG, WOOD COUNTY, 1/4 MILE WEST OF THE BALTIMORE
 JX1200'AND OHIO RAILROAD STATION, AT THE INTERSECTION OF FIFTH
 JX1200'AND JULIANA STREETS, 68 FEET NORTHWEST OF THE CENTERLINE
 JX1200'OF JULIANA STREET, AT THE UNITED STATES COURT HOUSE, 33 FEET
 JX1200'SOUTHWEST OF THE CENTER OF THE SOUTHWEST ENTRANCE, 13.5 FEET
 JX1200'NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, BETWEEN THE
 JX1200'SECOND AND THIRD WINDOWS, ON THE TOP OF THE STONE WATER TABLE,
 JX1200'AND ONE FOOT ABOVE THE LEVEL OF JULIANA STREET.  THE SURFACE
 JX1200'WITHIN A CHISELED SQUARE, SURROUNDED BY THE INSCRIPTION OBM
 JX1200'USC AND GS 1878.
 JX1200
 JX1200                          STATION RECOVERY (1983)
 JX1200
 JX1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1200'NOT RECOVERED, BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0996 ***********************************************************************
 HX0996  DESIGNATION -  OAK
 HX0996  PID         -  HX0996
 HX0996  STATE/COUNTY-  WV/WEBSTER
 HX0996  USGS QUAD   -  COWEN (1995)
 HX0996
 HX0996                         *CURRENT SURVEY CONTROL
 HX0996  ___________________________________________________________________
 HX0996* NAD 83(1986)-  38 28 51.     (N)    080 33 49.     (W)     SCALED    
 HX0996* NAVD 88     -       506.141  (meters)    1660.56   (feet)  ADJUSTED  
 HX0996  ___________________________________________________________________
 HX0996  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 HX0996  DYNAMIC HT  -         505.766 (meters)    1659.33  (feet)  COMP
 HX0996  MODELED GRAV-     979,870.6   (mgal)                       NAVD 88
 HX0996
 HX0996  VERT ORDER  -  SECOND    CLASS 0
 HX0996
 HX0996.The horizontal coordinates were scaled from a topographic map and have
 HX0996.an estimated accuracy of +/- 6 seconds.
 HX0996
 HX0996.The orthometric height was determined by differential leveling
 HX0996.and adjusted by the National Geodetic Survey in June 1991..
 HX0996
 HX0996.The geoid height was determined by GEOID03.
 HX0996
 HX0996.The dynamic height is computed by dividing the NAVD 88
 HX0996.geopotential number by the normal gravity value computed on the
 HX0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0996.degrees latitude (g = 980.6199 gals.).
 HX0996
 HX0996.The modeled gravity was interpolated from observed gravity values.
 HX0996
 HX0996;                    North         East    Units  Estimated Accuracy
 HX0996;SPC WV S     -   164,450.      638,080.      MT  (+/- 180 meters Scaled)
 HX0996
 HX0996                          SUPERSEDED SURVEY CONTROL
 HX0996
 HX0996  NGVD 29 (??/??/92)  506.30   (m)         1661.1    (f) COMPUTED    2 0
 HX0996
 HX0996.Superseded values are not recommended for survey control.
 HX0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0996.See file dsdata.txt to determine how the superseded data were derived.
 HX0996
 HX0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC380592(NAD 83)
 HX0996_MARKER: Q = CHISELED SQUARE
 HX0996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0996_SP_SET: CULVERT
 HX0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0996
 HX0996  HISTORY     - Date     Condition        Report By
 HX0996  HISTORY     - UNK      MONUMENTED       CGS
 HX0996  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0996
 HX0996                          STATION DESCRIPTION
 HX0996
 HX0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0996'1 MI S FROM WAINVILLE.
 HX0996'1.0 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX0996'STATION AT WAINVILLE, WEBSTER COUNTY, ABOUT 14 RAILS NORTH OF
 HX0996'MILEPOST C 87, ABOUT 30 YARDS WEST OF A LARGE WOODEN HIGHWAY
 HX0996'CULVERT, AND ON THE TOP OF THE SOUTH END OF THE EAST HEAD WALL
 HX0996'OF A STONE RAILROAD CULVERT, 3 FEET LOWER THAN THE TRACK.  A
 HX0996'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2867 ***********************************************************************
 HX2867  DESIGNATION -  OLIE HILL
 HX2867  PID         -  HX2867
 HX2867  STATE/COUNTY-  WV/BRAXTON
 HX2867  USGS QUAD   -  WALKERSVILLE (1976)
 HX2867
 HX2867                         *CURRENT SURVEY CONTROL
 HX2867  ___________________________________________________________________
 HX2867* NAD 83(1995)-  38 45 11.17633(N)    080 29 39.59943(W)     ADJUSTED  
 HX2867* NAVD 88     -       489.9    (meters)    1607.     (feet)  VERTCON   
 HX2867  ___________________________________________________________________
 HX2867  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 HX2867  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HX2867
 HX2867  HORZ ORDER  -  THIRD
 HX2867
 HX2867.The horizontal coordinates were established by classical geodetic methods
 HX2867.and adjusted by the National Geodetic Survey in April 1998..
 HX2867
 HX2867.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2867
 HX2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2867
 HX2867.The geoid height was determined by GEOID03.
 HX2867
 HX2867;                    North         East     Units Scale Factor Converg.
 HX2867;SPC WV S     -   194,700.138   643,954.600   MT  0.99997485   +0 18 45.4
 HX2867;UTM  17      - 4,289,500.280   543,938.466   MT  0.99962377   +0 18 59.5
 HX2867
 HX2867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2867!SPC WV S     -   0.99992815  x   0.99997485  =   0.99990300
 HX2867!UTM  17      -   0.99992815  x   0.99962377  =   0.99955194
 HX2867
 HX2867|---------------------------------------------------------------------|
 HX2867| PID    Reference Object                     Distance      Geod. Az  |
 HX2867|                                                           dddmmss.s |
 HX2867| DC4790 OLIE HILL RM 1                       12.990 METERS 02957     |
 HX2867| DC4789 OLIE HILL AZ MK                                    0665605.4 |
 HX2867| HX2927 AIRWAY BEACON 22                    APPROX. 8.6 KM 2322020.0 |
 HX2867| DC4791 OLIE HILL RM 2                       12.025 METERS 32323     |
 HX2867|---------------------------------------------------------------------|
 HX2867
 HX2867                          SUPERSEDED SURVEY CONTROL
 HX2867
 HX2867  NAD 83(1986)-  38 45 11.18204(N)    080 29 39.61019(W) AD(       ) 3
 HX2867  NAD 27      -  38 45 10.81690(N)    080 29 40.29840(W) AD(       ) 3
 HX2867  NGVD 29 (07/19/86)  490.1    (m)         1608.     (f) VERT ANG       
 HX2867
 HX2867.Superseded values are not recommended for survey control.
 HX2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2867.See file dsdata.txt to determine how the superseded data were derived.
 HX2867
 HX2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC4393889500(NAD 83)
 HX2867_MARKER: DS = TRIANGULATION STATION DISK
 HX2867_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX2867_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX2867
 HX2867  HISTORY     - Date     Condition        Report By
 HX2867  HISTORY     - 1956     MONUMENTED       CGS
 HX2867
 HX2867                          STATION DESCRIPTION
 HX2867
 HX2867'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX2867'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF CENTRALIA,
 HX2867'ABOUT 9 MILES EAST NORTHEAST
 HX2867'OF FLAT WOOD, 3/4 MILE SOUTHWEST OF THE GREEN HILL CHURCH AND SCHOOL
 HX2867'AND IS ON A BARE TOP HILL THAT IS
 HX2867'KNOWN LOCALLY AS OLIE HILL.  IT IS 22 FEET SOUTH OF
 HX2867'A SMALL TRIANGLE-BLAZED LOCUST TREE AND 6 FEET NORTH
 HX2867'OF WITNESS POST.  THE MARK PROJECTS
 HX2867'ABOUT 4 INCHES AND THE DISK IS STAMPED OLIE HILL 1956.
 HX2867'
 HX2867'REFERENCE MARK NO. 1 IS 27 FEET NORTHEAST OF A SMALL TRIANGLE-BLAZED
 HX2867'LOCUST TREE.  THE MARK PROJECTS
 HX2867'ABOUT 2 INCHES AND THE DISK IS STAMPED OLIE HILL NO 1 1956.
 HX2867'
 HX2867'REFERENCE MARK NO. 2 IS 16 FEET NORTHWEST OF A SMALL TRIANGLE-BLAZED
 HX2867'LOCUST TREE.  THE MARK PROJECTS
 HX2867'ABOUT 2 INCHES AND THE DISK IS STAMPED OLIE HILL NO 2 1956.
 HX2867'
 HX2867'AZIMUTH MARK IS 2 FEET NORTH NORTHWEST OF WITNESS POST.  THE MARK
 HX2867'PROJECTS ABOUT 4 INCHES AND
 HX2867'THE DISK IS STAMPED OLIE HILL 1956.
 HX2867'*
 HX2867'TO REACH FROM THE RAILROAD DEPOT IN FLAT WOODS.
 HX2867'GO NORTH ON U.S. HIGHWAY 19 AND
 HX2867'STATE HIGHWAY 4 FOR 11.9 MILES TO FALLS MILL.  TURN RIGHT (SOUTH)
 HX2867'AT GULF SERVICE STATION AND GO
 HX2867'0.2 MILE TO A SHARP LEFT TURN UP HILL, KEEP ON MAIN ROAD FOR 2.45
 HX2867'MILES TO SCHOOL AND SIDE ROAD
 HX2867'RIGHT, CONTINUE (EAST) STRAIGHT AHEAD FOR 2.9 MILES TO THE
 HX2867'HETTIE POST OFFICE ON RIGHT, CONTINUE FOR
 HX2867'0.75 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND
 HX2867'GO 0.3 MILE TO THE GREEN HILL CHURCH ON RIGHT, CONTINUE FOR
 HX2867'0.15 MILE, KEEP LEFT AND GO 0.7
 HX2867'MILE TO OPEN GAP INTO FIELD, TURN RIGHT INTO FIELD AND GO 0.05 MILE
 HX2867'TO TOP OF RIDGE AND AZIMUTH MARK
 HX2867'ON THE LEFT, CONTINUE WESTERLY ALONG RIDGE FOR 0.25 MILE TO THE
 HX2867'STATION ON THE HIGHEST PART OF HILL AS DESCRBED.
 HX2867'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2307 ***********************************************************************
 JX2307  DESIGNATION -  OPEKISKA
 JX2307  PID         -  JX2307
 JX2307  STATE/COUNTY-  WV/MONONGALIA
 JX2307  USGS QUAD   -  RIVESVILLE (1976)
 JX2307
 JX2307                         *CURRENT SURVEY CONTROL
 JX2307  ___________________________________________________________________
 JX2307* NAD 83(1995)-  39 33 35.15618(N)    080 03 10.26388(W)     ADJUSTED  
 JX2307* NAVD 88     -       263.7    (meters)     865.     (feet)  VERTCON   
 JX2307  ___________________________________________________________________
 JX2307  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 JX2307  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JX2307
 JX2307  HORZ ORDER  -  FIRST
 JX2307
 JX2307.The horizontal coordinates were established by GPS observations
 JX2307.and adjusted by the National Geodetic Survey in April 1998..
 JX2307
 JX2307.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2307
 JX2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2307
 JX2307.The geoid height was determined by GEOID03.
 JX2307
 JX2307;                    North         East     Units Scale Factor Converg.
 JX2307;SPC WV N     -   117,798.190   552,491.224   MT  0.99994141   -0 21 09.3
 JX2307;UTM  17      - 4,379,325.707   581,365.850   MT  0.99968151   +0 36 11.7
 JX2307
 JX2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2307!SPC WV N     -   0.99996374  x   0.99994141  =   0.99990515
 JX2307!UTM  17      -   0.99996374  x   0.99968151  =   0.99964526
 JX2307
 JX2307:                Primary Azimuth Mark                     Grid Az
 JX2307:SPC WV N     -  OPEKISKA DISK                            027 12 59.9
 JX2307:UTM  17      -  OPEKISKA DISK                            026 15 38.9
 JX2307
 JX2307|---------------------------------------------------------------------|
 JX2307| PID    Reference Object                     Distance      Geod. Az  |
 JX2307|                                                           dddmmss.s |
 JX2307| JX2308 OPEKISKA DISK                       APPROX. 0.8 KM 0265150.6 |
 JX2307|---------------------------------------------------------------------|
 JX2307
 JX2307                          SUPERSEDED SURVEY CONTROL
 JX2307
 JX2307  NAD 83(1986)-  39 33 35.16172(N)    080 03 10.27252(W) AD(       ) 1
 JX2307  NGVD 29 (02/08/94)  263.9    (m)          866.     (f) GPS OBS        
 JX2307
 JX2307.Superseded values are not recommended for survey control.
 JX2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2307.See file dsdata.txt to determine how the superseded data were derived.
 JX2307
 JX2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8136679326(NAD 83)
 JX2307_MARKER: DD = SURVEY DISK
 JX2307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX2307_SP_SET: CONCRETE WINGWALL OF BRIDGE
 JX2307_STAMPING: OPEKISKA 1989
 JX2307_MARK LOGO: USE   
 JX2307_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2307+STABILITY: SURFACE MOTION
 JX2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2307+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JX2307
 JX2307  HISTORY     - Date     Condition        Report By
 JX2307  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2307
 JX2307                          STATION DESCRIPTION
 JX2307
 JX2307'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2307'LOCATED ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 115.8, IN
 JX2307'MONONGALIA COUNTY, WEST VIRGINIA.
 JX2307'AT THE MOUTH OF WHITE DAY CREEK.
 JX2307'THE STATION IS A STANDARD CORPS OF ENGINEERS BRASS DISK SET IN THE
 JX2307'SOUTHERLY END OF THE RIVERWARD WINGWALL OF THE SOUTHERLY ABUTMENT OF
 JX2307'THE OPEKISKA LOCK AND DAM ENTRANCE ROADWAY BRIDGE OVER WHITEDAY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2308 ***********************************************************************
 JX2308  DESIGNATION -  OPEKISKA DISK
 JX2308  PID         -  JX2308
 JX2308  STATE/COUNTY-  WV/MONONGALIA
 JX2308  USGS QUAD   -  RIVESVILLE (1976)
 JX2308
 JX2308                         *CURRENT SURVEY CONTROL
 JX2308  ___________________________________________________________________
 JX2308* NAD 83(1995)-  39 33 58.96224(N)    080 02 54.68344(W)     ADJUSTED  
 JX2308* NAVD 88     -       262.6    (meters)     862.     (feet)  VERTCON   
 JX2308  ___________________________________________________________________
 JX2308  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 JX2308  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JX2308
 JX2308  HORZ ORDER  -  FIRST
 JX2308
 JX2308.The horizontal coordinates were established by GPS observations
 JX2308.and adjusted by the National Geodetic Survey in April 1998..
 JX2308
 JX2308.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2308
 JX2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2308
 JX2308.The geoid height was determined by GEOID03.
 JX2308
 JX2308;                    North         East     Units Scale Factor Converg.
 JX2308;SPC WV N     -   118,530.048   552,867.616   MT  0.99994128   -0 20 59.4
 JX2308;UTM  17      - 4,380,063.550   581,729.886   MT  0.99968224   +0 36 22.0
 JX2308
 JX2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2308!SPC WV N     -   0.99996391  x   0.99994128  =   0.99990519
 JX2308!UTM  17      -   0.99996391  x   0.99968224  =   0.99964616
 JX2308
 JX2308:                Primary Azimuth Mark                     Grid Az
 JX2308:SPC WV N     -  OPEKISKA                                 207 12 59.9
 JX2308:UTM  17      -  OPEKISKA                                 206 15 38.5
 JX2308
 JX2308|---------------------------------------------------------------------|
 JX2308| PID    Reference Object                     Distance      Geod. Az  |
 JX2308|                                                           dddmmss.s |
 JX2308| JX2307 OPEKISKA                            APPROX. 0.8 KM 2065200.5 |
 JX2308|---------------------------------------------------------------------|
 JX2308
 JX2308                          SUPERSEDED SURVEY CONTROL
 JX2308
 JX2308  NAD 83(1986)-  39 33 58.96778(N)    080 02 54.69208(W) AD(       ) 1
 JX2308  NGVD 29 (02/08/94)  262.8    (m)          862.     (f) GPS OBS        
 JX2308
 JX2308.Superseded values are not recommended for survey control.
 JX2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2308.See file dsdata.txt to determine how the superseded data were derived.
 JX2308
 JX2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8173080064(NAD 83)
 JX2308_MARKER: DD = SURVEY DISK
 JX2308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX2308_SP_SET: GUARD WALL OF LOCK
 JX2308_STAMPING: DISC 1989
 JX2308_MARK LOGO: USE   
 JX2308_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2308+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 JX2308
 JX2308  HISTORY     - Date     Condition        Report By
 JX2308  HISTORY     - UNK      MONUMENTED       USE
 JX2308  HISTORY     - 19890125 GOOD             HARTMN
 JX2308
 JX2308                          STATION DESCRIPTION
 JX2308
 JX2308'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2308'LOCATED ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 115.4, AT
 JX2308'THE OPEKISKA LOCK AND DAM IN MONONGALIA COUNTY, WEST VIRGINIA.
 JX2308'THE STATION IS A STANDARD CORPS OF ENGINEERS BRASS DISK SET ON THE
 JX2308'NORTHERLY OR DOWNSTREAM END OF THE LOWER GUARD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1448 ***********************************************************************
 JW1448  DESIGNATION -  ORCHARD
 JW1448  PID         -  JW1448
 JW1448  STATE/COUNTY-  WV/HAMPSHIRE
 JW1448  USGS QUAD   -  SPRINGFIELD (1979)
 JW1448
 JW1448                         *CURRENT SURVEY CONTROL
 JW1448  ___________________________________________________________________
 JW1448* NAD 83(1995)-  39 29 07.50802(N)    078 38 07.90980(W)     ADJUSTED  
 JW1448* NAVD 88     -       558.6    (meters)    1833.     (feet)  VERTCON   
 JW1448  ___________________________________________________________________
 JW1448  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 JW1448  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JW1448
 JW1448  HORZ ORDER  -  FIRST
 JW1448
 JW1448.The horizontal coordinates were established by classical geodetic methods
 JW1448.and adjusted by the National Geodetic Survey in April 1998..
 JW1448
 JW1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1448
 JW1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1448
 JW1448.The geoid height was determined by GEOID03.
 JW1448
 JW1448;                    North         East     Units Scale Factor Converg.
 JW1448;SPC WV N     -   109,755.905   674,366.179   MT  0.99994374   +0 33 04.8
 JW1448;SPC MD       -   203,156.464   259,299.669   MT  1.00000639   -1 01 35.5
 JW1448;SPC MD       -   666,522.50    850,719.00   sFT  1.00000639   -1 01 35.5
 JW1448;UTM  17      - 4,373,315.202   703,348.394   MT  1.00010914   +1 30 14.5
 JW1448
 JW1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1448!SPC WV N     -   0.99991756  x   0.99994374  =   0.99986130
 JW1448!SPC MD       -   0.99991756  x   1.00000639  =   0.99992395
 JW1448!UTM  17      -   0.99991756  x   1.00010914  =   1.00002669
 JW1448
 JW1448|---------------------------------------------------------------------|
 JW1448| PID    Reference Object                     Distance      Geod. Az  |
 JW1448|                                                           dddmmss.s |
 JW1448| CK7155 ORCHARD RM 1                         10.985 METERS 21847     |
 JW1448| JW1464 SLATE                               APPROX.15.0 KM 2422110.6 |
 JW1448| CK7156 ORCHARD RM 2                         14.310 METERS 25905     |
 JW1448|---------------------------------------------------------------------|
 JW1448
 JW1448                          SUPERSEDED SURVEY CONTROL
 JW1448
 JW1448  NAD 83(1995)-  39 29 07.50815(N)    078 38 07.90987(W) AD(       ) 1
 JW1448  NAD 83(1995)-  39 29 07.50830(N)    078 38 07.90994(W) AD(       ) 1
 JW1448  NAD 83(1986)-  39 29 07.51119(N)    078 38 07.91862(W) AD(       ) 1
 JW1448  NAD 27      -  39 29 07.17700(N)    078 38 08.86800(W) AD(       ) 1
 JW1448  NGVD 29 (07/19/86)  558.8    (m)         1833.     (f) VERT ANG       
 JW1448
 JW1448.Superseded values are not recommended for survey control.
 JW1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1448.See file dsdata.txt to determine how the superseded data were derived.
 JW1448
 JW1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD0334873315(NAD 83)
 JW1448_MARKER: DS = TRIANGULATION STATION DISK
 JW1448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JW1448
 JW1448  HISTORY     - Date     Condition        Report By
 JW1448  HISTORY     - 1927     MONUMENTED       CGS
 JW1448  HISTORY     - 1938     SEE DESCRIPTION  CGS
 JW1448  HISTORY     - 1947     SEE DESCRIPTION  USGS
 JW1448  HISTORY     - 1975     GOOD             NGS
 JW1448
 JW1448                          STATION DESCRIPTION
 JW1448
 JW1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 JW1448'THE STATION IS
 JW1448'ABOUT 4 MILES S OF
 JW1448'GREENSPRING, ON A PROMINENT RIDGE SHOWN ON
 JW1448'MAPS AS VALLEY MOUNTAIN WHICH LIES N
 JW1448'AND W OF THE SOUTH FORK.
 JW1448'IT IS AN OLD FIELD AT THE EDGE OF A SMALL ORCHARD ON
 JW1448'THE SUMMIT
 JW1448'OF THIS RIDGE, AND ABOUT 200 YARDS N OF THE APPARENTLY HIGHEST
 JW1448'POINT.
 JW1448'
 JW1448'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN 4-INCH
 JW1448'STEEL PIPES 1 FEET
 JW1448'LONG, FILLED WITH CONCRETE AND PROJECTING
 JW1448'6 INCHES ABOVE GROUND.
 JW1448'
 JW1448'STATION CAN BE REACHED FROM GREENSPRING BY ROAD E 1 MILE TO
 JW1448'SCHOOLHOUSE,
 JW1448'THENCE S 2-1/2 MILES TO A LARGE COMMERCIAL ORCHARD
 JW1448'ON THE SUMMIT OF THE RIDGE.
 JW1448'TRUCK CAN BE DRIVEN TO S END OF
 JW1448'ORCHARD, THENCE TRAIL UP RIDGE 1-1/2 MILES TO
 JW1448'THE SMALL ABANDONED
 JW1448'ORCHARD.  CAN BE REACHED FROM SPRINGFIELD BY ROAD E TO S END OF
 JW1448'RIDGE, THENC
 JW1448'BY OLD WOOD ROAD ABOUT 4 MILES TO STATION.  TRUCKS
 JW1448'WERE DRIVEN TO STATION THIS
 JW1448'WAY, BUT THE ROAD IS TEDIOUS AND DANGEROUS.
 JW1448'
 JW1448'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.35 METERS.
 JW1448
 JW1448                          STATION RECOVERY (1938)
 JW1448
 JW1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (AAA)
 JW1448'TRIPOD REMAINING OVER HOLE OCCUPIED BY STATION MARK.  STATION
 JW1448'MARK REMOVED.
 JW1448'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IN
 JW1448'PLACE AS DESCRIBED, EACH BEING
 JW1448'DIRECTLY UNDER SMALL APPLE TREE
 JW1448'IN DESERTED ORCHARD.  HEAVY GROVE OF LOCUST
 JW1448'COVERS SITE OF STATION
 JW1448'AND RIDGE LINE TO N.
 JW1448'
 JW1448'STATION CAN BE REACHED BY FARM ROAD ESE 1/4 MILE S OF
 JW1448'DONALDSON.  THENCE
 JW1448'TO FOOT OF MOUNTAIN.  A TRAIL LEADS UP MOUNTAIN
 JW1448'IN DRAW TO TOP.  THENCE S BY TRAIL TO STATION.
 JW1448
 JW1448                          STATION RECOVERY (1947)
 JW1448
 JW1448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 JW1448'ABOUT 4 MILES SOUTH OF GREEN SPRING, ON THE HIGH RIDGE OF RIVER
 JW1448'MOUNTAIN, ABOUT
 JW1448'0.8 MILE DUE WEST OF A BEND IN THE SOUTH FORK POTOMAC RIVER
 JW1448'WEST OF BLUE FORD.  IT IS,
 JW1448'ROUGHLY, 2,000 FT. NORTH OF A WIRE FENCE CROSSING
 JW1448'RIDGE, AND IS NORTH OF AN (APPARENTLY) HIGHER
 JW1448'PEAK.  THE STATION IS ON
 JW1448'PROPERTY OF MR. VERNON BEAMS, IN AREA FORMERLY OCCUPIED BY AN
 JW1448'ORCHARD, BUT NOW GROWN
 JW1448'UP WITH HICKORY AND LOCUST TREES.  SOME APPLE TREES REMAIN.
 JW1448'
 JW1448'STATION IS ABOUT 30 FT. E.S.E. OF TOP OF RIDGE LINE, ABOUT 37 FT. NE
 JW1448'OF A LARGE APPLE
 JW1448'TREE, AND IS BELOW THE SURFACE.  IT IS A STANDARD
 JW1448'DISK STAMPED ORCHARD 1927 SET IN
 JW1448'TOP OF 4 INCH STEEL PIPE FILLED WITH CONCRETE.
 JW1448'
 JW1448'R.M. NO. 1 IS A STANDARD DISK SET IN CONCRETE IN 4 INCH STEEL PIPE,
 JW1448'ABOUT 3 FT. NW OF 18
 JW1448'INCH APPLE TREE, ABOUT 30 FT. SE OF TOP OF RIDGE, AND PROJECTS
 JW1448'6 INCHES ABOVE THE GROUND.  IT IS
 JW1448'36.02 FT. (10.980 M.) S.E. OF STATION.
 JW1448'
 JW1448'R.M. NO. 2 IS A STANDARD DISK SET IN CONCRETE IN 4 INCH STEEL PIPE,
 JW1448'JUST WEST OF TOP OF
 JW1448'RIDGE, IN MIDST OF BLACKBERRY BUSHES, AND PROJECTS 6 INCHES ABOVE
 JW1448'GROUND.  IT IS 46.92 FT. (14.300
 JW1448'M.) WEST OF STATION.
 JW1448'
 JW1448'A 65-FOOT SIGNAL WAS NECESSARY IN 1947 TO CLEAR TREE TOPS, -- AND
 JW1448'THAT WOULD NOT
 JW1448'CLEAR IN LINE WITH AXIS OF RIDGE BEYOND KNOLLS TO SW AND NE.
 JW1448'
 JW1448'TO REACH FROM SPRINGFIELD POST OFFICE, GO SE ON ROAD TO MILLESONS
 JW1448'MILL FOR 0.75 MILE,
 JW1448'AND TURN NE ON STONE ROAD, FORDING STREAM AND PASSING THRU
 JW1448'GATE IMMEDIATELY.  FOLLOW THIS
 JW1448'ROAD UP MOUNTAIN FOR 2.0 MILES TO A CROSSROADS.
 JW1448'MR. BEAMS IS BUILDING A HOUSE ABOUT 0.3 MILE
 JW1448'STRAIGHT BEYOND HERE.  BUT TURN
 JW1448'LEFT AT THE CROSSROADS (CAR CAN BE DRIVEN ONLY ABOUT 0.2 MILE
 JW1448'FARTHER), AND CONTINUE
 JW1448'FOR A LITTLE MORE THAN 2 MILES, ALONG OLD ROAD AND TRAIL FOLLOWING
 JW1448'RIDGE TO THE STATION.
 JW1448
 JW1448                          STATION RECOVERY (1975)
 JW1448
 JW1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1448'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 JW1448'DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED THE PREVIOUS
 JW1448'DATA.  THE DISTANCE TO REFERENCE MARK 2 DIFFERED BY 0.010 METER
 JW1448'SHORTER AND THE DIRECTION BY 5 MINUTES, 17 SECONDS, HOWEVER THE
 JW1448'REFERENCE MARK APPEARED TO HAVE BEEN DISTURBED AND WAS REINFORCED
 JW1448'WITH CONCRETE.  FOLLOWING IS A NEW DESCRIPTION.
 JW1448'
 JW1448'THE STATION IS ABOUT 3 MILES SOUTH OF GREENSPRING, 4 MILES
 JW1448'EAST OF SPRINGFIELD, ON THE SUMMIT OF RIVER MOUNTAIN AND ON
 JW1448'PROPERTY OWNED BY RALPH BEAMS, OF FORT ASHBY, TELEPHONE NUMBER
 JW1448'298-3392.
 JW1448'
 JW1448'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGFIELD, GO
 JW1448'SOUTHEAST ON SPRINGFIELD GRADE ROAD FOR 0.85 MILE TO A SIDE ROAD
 JW1448'LEFT AT AN OLD SAWMILL.  TURN LEFT, CROSSING A SMALL WOODEN
 JW1448'BRIDGE AND GO NORTHEAST ON A DIRT ROAD FOR 0.6 MILE TO A FORK.
 JW1448'TAKE THE RIGHT FORK AND CONTINUE NORTHEASTERLY ON A DIRT ROAD FOR
 JW1448'1.15 MILES TO A METAL GATE.  PASS THROUGH GATE AND CONTINUE
 JW1448'NORTHEAST ON THE DIRT ROAD FOR 0.2 MILE TO AN OPEN FIELD, A
 JW1448'POWER LINE CROSSING, AND A FORK.  TAKE THE LEFT FORK AND GO
 JW1448'NORTHERLY ON A TRACK ROAD, ALONG THE EDGE OF A WOODS FOR 0.3 MILE
 JW1448'TO WHERE THE ROAD CURVES TO THE LEFT.  TURN LEFT, THEN RIGHT,
 JW1448'AND CONTINUE NORTH ON THE TRACK ROAD FOR 1.15 MILES TO A GATE
 JW1448'AT THE NORTH EDGE OF AN OPEN FIELD.  PASS THROUGH THE GATE
 JW1448'AND CONTINUE NORTH ON A TRACK ROAD THROUGH WOODS FOR 0.35 MILE
 JW1448'TO THE STATION ON THE RIGHT.
 JW1448'
 JW1448'STATION MARK IS A STANDARD DISK, STAMPED---ORCHARD 1927---, SET IN
 JW1448'THE TOP OF A 4-INCH IRON PIPE, THAT IS FILLED WITH CONCRETE AND
 JW1448'IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS 48.0 FEET EAST OF A
 JW1448'WITNESS POST NEAR REFERENCE MARK 2.
 JW1448'
 JW1448'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---ORCHARD RM 1 1927---,
 JW1448'SET IN THE TOP OF A 4-INCH IRON PIPE, FILLED WITH CONCRETE AND
 JW1448'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 30.4 FEET SOUTH OF THE
 JW1448'WITNESS POST NEAR REFERENCE MARK 2 AND ABOUT 2 FEET HIGHER THAN
 JW1448'THE STATION.
 JW1448'
 JW1448'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---ORCHARD RM 2 1927---,
 JW1448'SET IN THE TOP OF A 4-INCH IRON PIPE, FILLED WITH CONCRETE AND
 JW1448'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 1.3 FEET NORTHEAST OF
 JW1448'THE WITNESS POST AND ABOUT 2 FEET HIGHER THAN THE STATION.
 JW1448'
 JW1448'THE DISTANCE TO THE REFERENCE MARKS WERE COMPUTED FROM SLOPE
 JW1448'MEASUREMENTS.
 JW1448'HEIGHT OF LIGHT ABOVE THE STATION MARK 26.9 METERS.
 JW1448'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2105 ***********************************************************************
 JX2105  DESIGNATION -  ORCHARD
 JX2105  PID         -  JX2105
 JX2105  STATE/COUNTY-  WV/PLEASANTS
 JX2105  USGS QUAD   -  BENS RUN (1994)
 JX2105
 JX2105                         *CURRENT SURVEY CONTROL
 JX2105  ___________________________________________________________________
 JX2105* NAD 83(1995)-  39 26 31.12042(N)    081 06 39.35159(W)     ADJUSTED  
 JX2105* NAVD 88     -       358.57   (+/-2cm)    1176.4    (feet)  VERTCON   
 JX2105  ___________________________________________________________________
 JX2105  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 JX2105  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JX2105
 JX2105  HORZ ORDER  -  SECOND
 JX2105  VERT ORDER  -  THIRD ? (See Below)
 JX2105
 JX2105.The horizontal coordinates were established by classical geodetic methods
 JX2105.and adjusted by the National Geodetic Survey in April 1998..
 JX2105
 JX2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2105.The vertical order pertains to the NGVD 29 superseded value.
 JX2105
 JX2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2105
 JX2105.The geoid height was determined by GEOID03.
 JX2105
 JX2105;                    North         East     Units Scale Factor Converg.
 JX2105;SPC WV N     -   105,818.614   461,338.119   MT  0.99994587   -1 01 38.7
 JX2105;SPC OH S     -   160,998.448   719,565.534   MT  0.99993641   +0 52 53.0
 JX2105;UTM  17      - 4,365,831.081   490,454.336   MT  0.99960112   -0 04 13.7
 JX2105
 JX2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2105!SPC WV N     -   0.99994906  x   0.99994587  =   0.99989493
 JX2105!SPC OH S     -   0.99994906  x   0.99993641  =   0.99988547
 JX2105!UTM  17      -   0.99994906  x   0.99960112  =   0.99955020
 JX2105
 JX2105|---------------------------------------------------------------------|
 JX2105| PID    Reference Object                     Distance      Geod. Az  |
 JX2105|                                                           dddmmss.s |
 JX2105| CD2033 ORCHARD RM 1                         12.799 METERS 04415     |
 JX2105| CD2032 ORCHARD AZ MK                                      1971539.0 |
 JX2105| JX2109 PLEASANTS RADIO KQN 31 N MAST       APPROX.16.6 KM 2040629.9 |
 JX2105| CD2034 ORCHARD RM 2                         11.688 METERS 28955     |
 JX2105|---------------------------------------------------------------------|
 JX2105
 JX2105                          SUPERSEDED SURVEY CONTROL
 JX2105
 JX2105  NAD 83(1986)-  39 26 31.12556(N)    081 06 39.35970(W) AD(       ) 2
 JX2105  NAD 27      -  39 26 30.85420(N)    081 06 39.95670(W) AD(       ) 2
 JX2105  NGVD 29 (07/19/86)  358.75   (m)         1177.0    (f) LEVELING    3  
 JX2105
 JX2105.Superseded values are not recommended for survey control.
 JX2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2105.See file dsdata.txt to determine how the superseded data were derived.
 JX2105
 JX2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9045465831(NAD 83)
 JX2105_MARKER: DS = TRIANGULATION STATION DISK
 JX2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2105_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2105
 JX2105  HISTORY     - Date     Condition        Report By
 JX2105  HISTORY     - 1963     MONUMENTED       USGS
 JX2105
 JX2105                          STATION DESCRIPTION
 JX2105
 JX2105'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX2105'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HILL IN AN APPLE
 JX2105'ORCHARD, ABOUT 5-1/2 MILES
 JX2105'NORTHEAST OF ST. MARYS, 5-1/2 MILES SOUTH-SOUTHWEST OF FRIENDLY,
 JX2105'1-3/4 MILES SOUTH OF BENS RUN
 JX2105'AND ON THE PROPERTY OF MR. WALTER BARNHART.  IT IS 38 FEET
 JX2105'NORTHEAST OF A 10 INCH APPLE TREE, 43 FEET
 JX2105'EAST OF A 12 INCH APPLE TREE AND 158 FEET
 JX2105'WEST OF THE SOUTHWEST CORNER OF MR. BARNHARTS HOUSE.  THE
 JX2105'MONUMENT IS FLUSH AND THE DISK IS
 JX2105'STAMPED ORCHARD USGS 1957 1963.
 JX2105'
 JX2105'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 18 AT THE SOUTH
 JX2105'EDGE OF SISTERSVILLE,
 JX2105'GO WOUTH ON HIGHWAY 2 FOR 1.0 MILES TO THE SMALL TOWN OF FRIENDLY.
 JX2105'SISTERSVILLE, GO SOUTH ON
 JX2105'HIGHWAY 2 FOR 4.0 MILES TO THE SMALL TOWN OF FRIENDLY.
 JX2105'CONTINUE SOUTH ON HIGHWAY 2 FOR 4.4 MILES TO
 JX2105'A SIDE ROAD LEFT IN THE VILLAGE OF BENS
 JX2105'RUN.  TURN LEFT AND GO SOUTHEASTERLY ON A PAVED ROAD FOR 2.2
 JX2105'MILES TO A CROSSROAD.  TURN RIGHT AND
 JX2105'GO SOUTHWESTERLY ON A GRAVELED ROAD FOR 2.25 MILES TO MR. BARNHARTS
 JX2105'HOUSE ON THE RIGHT.  CONTINUE SOUTH
 JX2105'ON THE GRAVELED ROAD FOR 0.1 MILE TO A TRACK ROAD ON THE
 JX2105'RIGHT*.  TURN SHARP RIGHT AND GO NORTHWEST ON
 JX2105'THE TRACK ROAD FOR 0.1 MILE TO THE WEST
 JX2105'EDGE OF AN APPLE ORCHARD.  TURN RIGHT AND GO NORTHEAST ABOUT 200
 JX2105'FEET TO THE TOP OF THE HILL AND THE
 JX2105'STATION.
 JX2105'
 JX2105'*TO REACH THE AZIMUTH FROM THIS POINT CONTINUE SOUTH AND WEST ON THE
 JX2105'GRAVELED ROAD FOR 0.2 MILE TO
 JX2105'THE AZIMUTH MARK ON THE LEFT.
 JX2105'
 JX2105'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET
 JX2105'IN THE TOP OF AN 8 BY 8 INCH
 JX2105'CONCRETE POST.  IT IS 10 FEET NORTHEAST OF A TRIPLE TRUNK APPLE TREE
 JX2105'AND 123 FEET WEST OF THE SOUTHWEST
 JX2105'CORNER OF THE HOUSE.  THE MONUMENT PROJECTS 3 INCHES AND
 JX2105'THE DISK IS STAMPED NO 1 1957.
 JX2105'
 JX2105'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET
 JX2105'IN THE TOP OF AN 8 BY 8 INCH
 JX2105'CONCRETE POST.  IT IS ON THE WEST SLOPE OF THE HILL, 10 FEET NORTH OF
 JX2105'A 12 INCH APPLE TREE.  THE MONUMENT
 JX2105'PROJECTS 4 INCHES AND THE DISK IS STAMPED NO 2 1957.
 JX2105'
 JX2105'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A WIRE FENCE, 2 FEET WEST OF A
 JX2105'WITNESS POST, 10 FEET NORTH OF
 JX2105'THE CENTERLINE OF A GRAVELED ROAD, 26 FEET WEST OF A POWER POLE AND
 JX2105'84 FEET WEST OF THE NORTHWEST CORNER
 JX2105'OF A HOUSE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 JX2105'STAMPED ORCHARD USGS 1957 1963.
 JX2105'
 JX2105'NOTE- THE STATION MARK WAS RESET AT THIS TIME BUT THE ORIGINAL POINT
 JX2105'WAS HELD.
 JX2105'
 JX2105'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2968 ***********************************************************************
 HX2968  DESIGNATION -  ORMA
 HX2968  PID         -  HX2968
 HX2968  STATE/COUNTY-  WV/CALHOUN
 HX2968  USGS QUAD   -  TARIFF (1975)
 HX2968
 HX2968                         *CURRENT SURVEY CONTROL
 HX2968  ___________________________________________________________________
 HX2968* NAD 83(1995)-  38 44 42.62959(N)    081 07 55.98508(W)     ADJUSTED  
 HX2968* NAVD 88     -       412.0    (meters)    1352.     (feet)  VERTCON   
 HX2968  ___________________________________________________________________
 HX2968  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 HX2968  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HX2968
 HX2968  HORZ ORDER  -  THIRD
 HX2968
 HX2968.The horizontal coordinates were established by classical geodetic methods
 HX2968.and adjusted by the National Geodetic Survey in April 1998..
 HX2968
 HX2968.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2968
 HX2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2968
 HX2968.The geoid height was determined by GEOID03.
 HX2968
 HX2968;                    North         East     Units Scale Factor Converg.
 HX2968;SPC WV S     -   193,708.177   588,505.763   MT  0.99997349   -0 04 54.3
 HX2968;UTM  17      - 4,288,507.282   488,510.049   MT  0.99960163   -0 04 57.9
 HX2968
 HX2968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2968!SPC WV S     -   0.99994055  x   0.99997349  =   0.99991404
 HX2968!UTM  17      -   0.99994055  x   0.99960163  =   0.99954220
 HX2968
 HX2968|---------------------------------------------------------------------|
 HX2968| PID    Reference Object                     Distance      Geod. Az  |
 HX2968|                                                           dddmmss.s |
 HX2968| DC4797 ORMA RM 1                            16.315 METERS 10113     |
 HX2968| DC4798 ORMA RM 2                            14.310 METERS 30755     |
 HX2968| DC4796 ORMA AZ MK                                         3370756.4 |
 HX2968|---------------------------------------------------------------------|
 HX2968
 HX2968                          SUPERSEDED SURVEY CONTROL
 HX2968
 HX2968  NAD 83(1986)-  38 44 42.63595(N)    081 07 55.99277(W) AD(       ) 3
 HX2968  NAD 27      -  38 44 42.30700(N)    081 07 56.58690(W) AD(       ) 3
 HX2968  NGVD 29 (07/19/86)  412.2    (m)         1352.     (f) VERT ANG       
 HX2968
 HX2968.Superseded values are not recommended for survey control.
 HX2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2968.See file dsdata.txt to determine how the superseded data were derived.
 HX2968
 HX2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC8851088507(NAD 83)
 HX2968_MARKER: DS = TRIANGULATION STATION DISK
 HX2968_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX2968_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX2968
 HX2968  HISTORY     - Date     Condition        Report By
 HX2968  HISTORY     - 1965     MONUMENTED       CGS
 HX2968
 HX2968                          STATION DESCRIPTION
 HX2968
 HX2968'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RHT)
 HX2968'STATION IS LOCATED ON THE SUMMIT OF A TIMBERED KNOLL ABOUT 12-1/2
 HX2968'MILES SOUTHEAST OF SPENCER, AND
 HX2968'ABOUT 4.0 MILES SOUTH-SOUTHWEST OF THE VILLAGE OF MILLSTONE.  STATION
 HX2968'IS 20 FEET SOUTHWEST OF A TRIANGLE
 HX2968'BLAZED TREE, AND 4 FEET SOUTH OF WITNESS POST.  THE
 HX2968'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HX2968'ORMA 1956.
 HX2968'
 HX2968'REFERENCE MARK NO. 1 IS SET NEAR THE END OF CLEARED LINE AND 40 FEET
 HX2968'SOUTHEAST OF TRIANGLE BLAZED
 HX2968'TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ORMA NO 1
 HX2968'1956.
 HX2968'
 HX2968'REFERENCE MARK NO. 2 IS SET NEAR THE END OF A CLEARED LINE.  THE MARK
 HX2968'PROJECTS 6 INCHES AND THE
 HX2968'DISK IS STAMPED ORMA NO 2 1956.
 HX2968'
 HX2968'AZIMUTH MARK IS 12 FEET EAST OF FENCE CORNER, 3 FEET EAST OF GATE
 HX2968'POST AND 2-1/2 FEET WEST OF
 HX2968'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HX2968'ORMA 1956.
 HX2968'
 HX2968'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NO. 33 AND 119 AND STATE
 HX2968'HIGHWAY NO.  14 IN EAST EDGE
 HX2968'OF SPENCER, GO EAST ON U.S. HIGHWAYS NO. 33 AND 119 FOR 9.85 MILES TO
 HX2968'LEATHERBARK POST OFFICE.  CONTINUE
 HX2968'EAST ON U.S. HIGHWAYS NO. 33 AND 119 FOR 1.7 MILES TO
 HX2968'T ROAD RIGHT AT SIGN BEECH 3.  TURN RIGHT AND GO
 HX2968'SOUTHERLY ON MAIN DIRT ROAD FOR 2.95
 HX2968'MILES TO FORKS.  TAKE RIGHT FORK AND GO 1.5 MILES TO FORKS.  TAKE
 HX2968'RIGHT FORK AND GO 0.7 MILE TO T ROAD
 HX2968'LEFT AT PLANK BRIDGE.  TURN LEFT AND GO 0.65 MILE TO DIM TRACK ROAD
 HX2968'RIGHT AND END OF TRUCK TRAVEL FOR TWO
 HX2968'WHEEL DRIVE TRUCK.  TURN RIGHT AND FOLLOW DIM TRACK ROAD
 HX2968'ACROSS MEADOW AND UP STEEP HILL FOR 0.4 MILE TO
 HX2968'IRON GATE ON RIGHT AND LEFT SIDE OF ROAD.
 HX2968'TURN LEFT THROUGH IRON GATE AND FOLLOW DIM TRACK ROAD EASTERLY
 HX2968'AROUND GRASS COVERED KNOLL TO TOP OF
 HX2968'TIMBERED KNOLL FOR 0.3 MILE TO CLEARED WOODS ROAD RIGHT.  TURN RIGHT
 HX2968'AND GO SOUTHERLY ON CLEARED WOODS
 HX2968'ROAD FOR 0.05 MILE TO STATION AS DESCRIBED.
 HX2968'
 HX2968'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NORTH-NORTHWEST OF STATION
 HX2968'AND NEAR GATE OF EAST-WEST
 HX2968'FENCELINE.
 HX2968'
 HX2968'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1460 ***********************************************************************
 JW1460  DESIGNATION -  ORNDORFF
 JW1460  PID         -  JW1460
 JW1460  STATE/COUNTY-  WV/HARDY
 JW1460  USGS QUAD   -  NEEDMORE (1970)
 JW1460
 JW1460                         *CURRENT SURVEY CONTROL
 JW1460  ___________________________________________________________________
 JW1460* NAD 83(1995)-  39 07 21.96287(N)    078 51 25.43842(W)     ADJUSTED  
 JW1460* NAVD 88     -       775.1    (meters)    2543.     (feet)  VERTCON   
 JW1460  ___________________________________________________________________
 JW1460  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 JW1460  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JW1460
 JW1460  HORZ ORDER  -  THIRD
 JW1460
 JW1460.The horizontal coordinates were established by classical geodetic methods
 JW1460.and adjusted by the National Geodetic Survey in April 1998..
 JW1460
 JW1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1460
 JW1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1460
 JW1460.The geoid height was determined by GEOID03.
 JW1460
 JW1460;                    North         East     Units Scale Factor Converg.
 JW1460;SPC WV N     -    69,336.706   655,597.027   MT  0.99997906   +0 24 36.2
 JW1460;UTM  17      - 4,332,586.822   685,248.197   MT  1.00002256   +1 21 09.1
 JW1460
 JW1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1460!SPC WV N     -   0.99988348  x   0.99997906  =   0.99986254
 JW1460!UTM  17      -   0.99988348  x   1.00002256  =   0.99990603
 JW1460
 JW1460|---------------------------------------------------------------------|
 JW1460| PID    Reference Object                     Distance      Geod. Az  |
 JW1460|                                                           dddmmss.s |
 JW1460| CK7160 ORNDORFF RM 1                         9.823 METERS 06246     |
 JW1460| CK7159 ORNDORFF AZ MK                                     1141512.5 |
 JW1460| CK7161 ORNDORFF RM 2                        11.306 METERS 29917     |
 JW1460|---------------------------------------------------------------------|
 JW1460
 JW1460                          SUPERSEDED SURVEY CONTROL
 JW1460
 JW1460  NAD 83(1995)-  39 07 21.96855(N)    078 51 25.43993(W) AD(       ) 3
 JW1460  NAD 83(1995)-  39 07 21.96842(N)    078 51 25.44281(W) AD(       ) 3
 JW1460  NAD 83(1986)-  39 07 21.96900(N)    078 51 25.44277(W) AD(       ) 3
 JW1460  NAD 27      -  39 07 21.57810(N)    078 51 26.37230(W) AD(       ) 3
 JW1460  NGVD 29 (07/19/86)  775.3    (m)         2544.     (f) VERT ANG       
 JW1460
 JW1460.Superseded values are not recommended for survey control.
 JW1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1460.See file dsdata.txt to determine how the superseded data were derived.
 JW1460
 JW1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD8524832587(NAD 83)
 JW1460_MARKER: DS = TRIANGULATION STATION DISK
 JW1460_SETTING: 80 = SET IN A BOULDER
 JW1460_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1460
 JW1460  HISTORY     - Date     Condition        Report By
 JW1460  HISTORY     - 1956     MONUMENTED       CGS
 JW1460
 JW1460                          STATION DESCRIPTION
 JW1460
 JW1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1460'THE STATION IS LOCATED, AIRLINE, ABOUT 7-1/2 MILES NORTHEAST OF
 JW1460'MOOREFIELD, 6 MILES
 JW1460'NORTHWEST OF NEEDMORE, 2-1/2 MILES NORTHWEST OF THE U.S. POST OFFICE
 JW1460'IN FABIUS, ON THE SHOULDER OF A RIDGE
 JW1460'DESCENDING SOUTHWEST TO CLIFFORD HOLLOW FROM THE CREST OF
 JW1460'SOUTH BRANCH MOUNTAIN.
 JW1460'
 JW1460'THE STATION MARK IS A STANDARD DISK STAMPED ORNDORFF 1956 SET IN A
 JW1460'DRILL HOLE IN AN
 JW1460'OUTCROPPING BOULDER THAT PROJECTS 8 INCHES ABOVE THE GROUND.  THE
 JW1460'MARK IS 11.5 FEET EAST OF A WHITE
 JW1460'WITNESS POST.
 JW1460'
 JW1460'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ORNDORFF NO 1
 JW1460'1956 SET IN THE TOP OF A 10
 JW1460'INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 JW1460'THE MARK IS 9 FEET EAST OF THE
 JW1460'SOUTH CORNER OF A SMALL SHED AND IT IS ABOUT 6 INCHES
 JW1460'HIGHER THAN THE STATION.
 JW1460'
 JW1460'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ORNDORFF NO 2
 JW1460'1956 SET IN THE TOP OF A 10
 JW1460'INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 JW1460'THE MARK IS 6 INCHES LOWER THAN THE STATION.
 JW1460'
 JW1460'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED ORNDORFF
 JW1460'AZIMUTH 1956 SET IN THE TOP
 JW1460'OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 JW1460'GROUND.  THE MARK IS 10 FEET EAST
 JW1460'OF THE CENTERLINE OF A TRACK ROAD AND 0.5 FOOT WEST
 JW1460'OF A NORTH-SOUTH FENCE LINE.
 JW1460'
 JW1460'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOOREFIELD GO SOUTH
 JW1460'ON MAIN STREET FOR 0.05
 JW1460'MILE TO THE JUNCTION OF STATE HIGHWAY 55.  TURN LEFT, EASTERLY ON
 JW1460'STATE HIGHWAY 55 AND GO 8.6 MILES TO
 JW1460'A ROAD FORK ON THE LEFT AND THE U.S. POST OFFICE IN FABIUS
 JW1460'ON THE RIGHT.  TURN LEFT, NORTHEASTERLY AND GO
 JW1460'1.3 MILES TO A SIDE ROAD LEFT AT A SMALL
 JW1460'STORE ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STORE TURN
 JW1460'LEFT, NORTH AND GO 0.1 MILE TO A
 JW1460'WOODEN GATE IN A FARM YARD.  PASS THROUGH THE WOODEN GATE AND
 JW1460'CONTINUE NORTHERLY FOR 0.05 MILE
 JW1460'TO THE TOP OF A SMALL RISE AT A FENCE LINE WHICH SEPARATES
 JW1460'TWO CULTIVATED FIELDS AND THE AZIMUTH MARK
 JW1460'AS DESCRIBED.  CONTINUE STRAIGHT AHEAD
 JW1460'EASTERLY FOR 0.2 MILE TO A SIDE ROAD LEFT, 0.1 MILE BEFORE
 JW1460'REACHING THE ASBURY CHURCH.  TURN
 JW1460'LEFT AND GO NORTH FOR 0.55 MILES TO A SIDE ROAD LEFT.  TURN LEFT,
 JW1460'WEST AND CONTINUE FOR 0.35 MILE TO A
 JW1460'ROAD FORK.  KEEP THE LEFT FORK AND CONTINUE WEST AND SOUTHWEST ON
 JW1460'THE MAIN ROAD FOR 0.25 MILE TO A
 JW1460'WOODEN GATE.  PASS THROUGH THE WOODEN GATE AND CONTINUE
 JW1460'SOUTHWESTERLY FOR 50 YARDS TO A SIDE ROAD RIGHT.
 JW1460'TURN RIGHT AND CONTINUE NORTHWEST
 JW1460'AND WEST UP THE RIDGE FOR 1.45 MILES TO A SADDLE AND SOME SMALL
 JW1460'SHEDS ON THE LEFT.  FROM THE
 JW1460'SADDLE CONTINUE SOUTHWESTERLY ON THE MAIN ROAD DOWN THE RIDGE FOR 0.4
 JW1460'MILE TO A DIM ROAD FORK AND THE
 JW1460'STATION AS DESCRIBED 120 FEET EAST OF THE DIM ROAD FORK.
 JW1460'
 JW1460'*NOTE- THE SUB STATION IS THE CENTER OF THE FRONT OF A SMALL SHED
 JW1460'WHICH IS ERECTED ON GROUND WHICH IS
 JW1460'AT THE STATION ELEVATION.
 JW1460'
 JW1460'HEIGHT OF LIGHT ABOVE STATION MARK 7.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3172 ***********************************************************************
 KY3172  DESIGNATION -  ORRS
 KY3172  PID         -  KY3172
 KY3172  STATE/COUNTY-  WV/OHIO
 KY3172  USGS QUAD   -  VALLEY GROVE (1981)
 KY3172
 KY3172                         *CURRENT SURVEY CONTROL
 KY3172  ___________________________________________________________________
 KY3172* NAD 83(1995)-  40 03 28.81724(N)    080 34 08.16490(W)     ADJUSTED  
 KY3172* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 KY3172  ___________________________________________________________________
 KY3172  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 KY3172  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY3172
 KY3172  HORZ ORDER  -  THIRD
 KY3172
 KY3172.The horizontal coordinates were established by classical geodetic methods
 KY3172.and adjusted by the National Geodetic Survey in April 1998..
 KY3172
 KY3172.The orthometric height was scaled from a topographic map.
 KY3172
 KY3172.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3172
 KY3172.The geoid height was determined by GEOID03.
 KY3172
 KY3172;                    North         East     Units Scale Factor Converg.
 KY3172;SPC WV N     -   173,511.731   508,801.795   MT  0.99996912   -0 40 54.3
 KY3172;UTM  17      - 4,434,284.220   536,764.512   MT  0.99961664   +0 16 38.7
 KY3172
 KY3172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3172!SPC WV N     -   0.99994226  x   0.99996912  =   0.99991139
 KY3172!UTM  17      -   0.99994226  x   0.99961664  =   0.99955893
 KY3172
 KY3172:                Primary Azimuth Mark                     Grid Az
 KY3172:SPC WV N     -  ORRS AZ MK                               146 44 28.8
 KY3172:UTM  17      -  ORRS AZ MK                               145 46 55.8
 KY3172
 KY3172|---------------------------------------------------------------------|
 KY3172| PID    Reference Object                     Distance      Geod. Az  |
 KY3172|                                                           dddmmss.s |
 KY3172| CX4327 ORRS AZ MK                                         1460334.5 |
 KY3172| CX4329 ORRS RM 2                            14.942 METERS 27619     |
 KY3172| CX4328 ORRS RM 1                             9.101 METERS 34820     |
 KY3172|---------------------------------------------------------------------|
 KY3172
 KY3172                          SUPERSEDED SURVEY CONTROL
 KY3172
 KY3172  NAD 83(1986)-  40 03 28.82333(N)    080 34 08.17189(W) AD(       ) 3
 KY3172  NAD 27      -  40 03 28.56670(N)    080 34 08.91990(W) AD(       ) 3
 KY3172
 KY3172.Superseded values are not recommended for survey control.
 KY3172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3172.See file dsdata.txt to determine how the superseded data were derived.
 KY3172
 KY3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE3676534284(NAD 83)
 KY3172_MARKER: DS = TRIANGULATION STATION DISK
 KY3172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3172_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3172
 KY3172  HISTORY     - Date     Condition        Report By
 KY3172  HISTORY     - 1963     MONUMENTED       CGS
 KY3172
 KY3172                          STATION DESCRIPTION
 KY3172
 KY3172'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3172'THE STATION IS ABOUT 8 MILES EAST OF WHEELING, 5 MILES SOUTHWEST
 KY3172'OF WEST ALEXANDER, 3-1/2 MILES NORTHWEST OF THE SMALL SETTLEMENT
 KY3172'OF DALLAS AND ON THE ROAD RIGHT-OF-WAY.  IT IS 7 FEET WEST OF A
 KY3172'WITNESS POST AND A TELEPHONE POLE, 36 FEET EAST OF THE CENTERLINE
 KY3172'OF A GRAVELED ROAD AND 66 FEET NORTHEAST OF A POWER POLE WITH A
 KY3172'TRANSFORMER ON IT.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 KY3172'STAMPED ORRS 1963.
 KY3172'
 KY3172'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 KY3172'88 IN ELM GROVE, GO EAST ON HIGHWAY 40 FOR 4.1 MILES TO THE
 KY3172'VIRGINIA HOTEL AND A SIDE ROAD RIGHT (DALLAS PIKE ROAD).  TURN
 KY3172'RIGHT AND GO SOUTHERLY ON DALLAS PIKE ROAD FOR 1.7 MILES TO ROAD
 KY3172'FORK AND A SIDE ROAD RIGHT.  TAKE THE RIGHT FORK AND GO
 KY3172'SOUTHEAST AND SOUTH ON A GRAVELED ROAD FOR 0.75 MILE TO THE TOP OF
 KY3172'A HILL WHERE THE ROAD CURVES EAST AND THE STATION ON THE LEFT.
 KY3172'
 KY3172'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND SOUTH ON
 KY3172'THE GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT, ON THE
 KY3172'PROPERTY OF MRS. SHIRLEY COLLEY.
 KY3172'
 KY3172'REFERENCE MARK 1 IS 24 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 KY3172'ROAD AND 35 FEET NORTHWEST OF THE WITNESS POST.  THE MONUMENT IS
 KY3172'FLUSH AND THE DISK IS STAMPED ORRS NO 1 1963.
 KY3172'
 KY3172'REFERENCE MARK 2 IS 4 FEET NORTH OF A MAIL BOX, 14 FEET WEST OF
 KY3172'THE CENTERLINE OF THE GRAVELED ROAD AND 43 FEET NORTH OF THE POWER
 KY3172'POLE WITH A TRANSFORMER ON IT. THE MONUMENT IS FLUSH AND THE
 KY3172'DISK IS STAMPED ORRS NO 2 1963.
 KY3172'
 KY3172'THE AZIMUTH MARK IS 1 FOOT SOUTHWEST OF POWER POLE NO. 18-3389, 13
 KY3172'FEET WEST OF THE CENTERLINE OF A DIRT DRIVEWAY, 30 FEET SOUTH OF A
 KY3172'WITNESS POST, 36 FEET SOUTHWEST OF A FENCE CORNER AND 39
 KY3172'FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD.  THE
 KY3172'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED ORRS 1963.
 KY3172'
 KY3172'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2835 ***********************************************************************
 HX2835  DESIGNATION -  OSBORNE
 HX2835  PID         -  HX2835
 HX2835  STATE/COUNTY-  WV/UPSHUR
 HX2835  USGS QUAD   -  CASSITY (1977)
 HX2835
 HX2835                         *CURRENT SURVEY CONTROL
 HX2835  ___________________________________________________________________
 HX2835* NAD 83(1995)-  38 52 18.52798(N)    080 06 26.58366(W)     ADJUSTED  
 HX2835* NAVD 88     -       727.1    (meters)    2385.     (feet)  VERTCON   
 HX2835  ___________________________________________________________________
 HX2835  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 HX2835  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 HX2835
 HX2835  HORZ ORDER  -  THIRD
 HX2835
 HX2835.The horizontal coordinates were established by classical geodetic methods
 HX2835.and adjusted by the National Geodetic Survey in April 1998..
 HX2835
 HX2835.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2835
 HX2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2835
 HX2835.The geoid height was determined by GEOID03.
 HX2835
 HX2835;                    North         East     Units Scale Factor Converg.
 HX2835;SPC WV S     -   208,131.152   677,462.025   MT  0.99999757   +0 33 06.5
 HX2835;UTM  17      - 4,302,930.280   577,433.098   MT  0.99967383   +0 33 36.8
 HX2835
 HX2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2835!SPC WV S     -   0.99989084  x   0.99999757  =   0.99988841
 HX2835!UTM  17      -   0.99989084  x   0.99967383  =   0.99956470
 HX2835
 HX2835|---------------------------------------------------------------------|
 HX2835| PID    Reference Object                     Distance      Geod. Az  |
 HX2835|                                                           dddmmss.s |
 HX2835| DC4800 OSBORNE RM 1                         37.688 METERS 06926     |
 HX2835| DC4799 OSBORNE AZ MK                                      2945325.8 |
 HX2835| DC4801 OSBORNE RM 2                         34.977 METERS 30940     |
 HX2835|---------------------------------------------------------------------|
 HX2835
 HX2835                          SUPERSEDED SURVEY CONTROL
 HX2835
 HX2835  NAD 83(1986)-  38 52 18.53316(N)    080 06 26.59575(W) AD(       ) 3
 HX2835  NAD 27      -  38 52 18.16460(N)    080 06 27.31960(W) AD(       ) 3
 HX2835  NGVD 29 (07/19/86)  727.3    (m)         2386.     (f) VERT ANG       
 HX2835
 HX2835.Superseded values are not recommended for survey control.
 HX2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2835.See file dsdata.txt to determine how the superseded data were derived.
 HX2835
 HX2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7743302930(NAD 83)
 HX2835_MARKER: DS = TRIANGULATION STATION DISK
 HX2835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2835
 HX2835  HISTORY     - Date     Condition        Report By
 HX2835  HISTORY     - 1956     MONUMENTED       CGS
 HX2835
 HX2835                          STATION DESCRIPTION
 HX2835
 HX2835'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HX2835'THE STATION IS LOCATED AIRLINE, ABOUT 3-3/4 MILES SOUTH-SOUTHWEST OF
 HX2835'ELLAMORE, 2 MILES NORTHEAST
 HX2835'OF QUEENS AND 2 MILES SOUTHEAST OF KEDRON.  IT IS ON THE SUMMIT OF A
 HX2835'HILL THAT LIES ALONG THE WEST SIDE
 HX2835'OF OSBORNE RUN AND IN AN OPEN FIELD THAT IS
 HX2835'SURROUNDED BY TIMBER.
 HX2835'
 HX2835'THE STATION IS A STANDARD DISK STAMPED OSBORNE 1956 SET IN THE TOP OF
 HX2835'A 10-INCH SQUARE CONCRETE
 HX2835'MONUMENT WHICH PROJECTS 14 INCHES ABOVE THE GROUND.  IT IS ON THE
 HX2835'HIGHEST POINT OF A BARE HILL, 118 FEET
 HX2835'SOUTHEAST OF A LOCUST TREE WITH A TRIANGULAR BLAZE AND
 HX2835'1.5 FEET NORTH OF A WHITE WITNESS POST.
 HX2835'
 HX2835'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED OSBORNE NO 1 1956
 HX2835'SET IN THE TOP OF A 10-INCH
 HX2835'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 HX2835'IT IS 3 FEET WEST OF A NORTH-SOUTH
 HX2835'FENCE LINE AND ABOUT 6 FEET LOWER THAN THE STATION.
 HX2835'
 HX2835'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED OSBORNE NO 2 1956
 HX2835'SET IN THE TOP OF A 10-INCH
 HX2835'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 HX2835'IT IS 3 FEET SOUTHEAST OF A LOCUST
 HX2835'TREE WITH A TRIANGULAR BLAZE AND ABOUT 2 FEET LOWER
 HX2835'THAN THE STATION.
 HX2835'
 HX2835'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OSBORNE 1956 SET IN THE
 HX2835'TOP OF A 10-INCH SQUARE
 HX2835'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 30
 HX2835'FEET WEST OF A NORTH-SOUTH FENCE
 HX2835'LINE AND 3 FEET WEST OF A DEAD TREE.
 HX2835'
 HX2835'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 33 AND 219 AT
 HX2835'THE NORTH EDGE OF ELKINS, GO WESTERLY ON U.S. HIGHWAY 33
 HX2835'FOR 17.4 MILES TO A BRIDGE ACROSS THE MIDDLE FORK RIVER.  (0.45 MILE
 HX2835'BEFORE REACHING OSBURNS STORE AT ELLAMORE.) CONTINUE WEST ON
 HX2835'THE HIGHWAY FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT LEADING TO GALE
 HX2835'AND KEDRON.  TURN SHARP LEFT AND GO SOUTH ON A ROUGH
 HX2835'GRAVELED ROAD FOR 0.6 MILE TO A FORK,
 HX2835'TAKE THE LEFT FORK AND GO SOUTHWESTERLY FOR 1.7 MILES TO A FORK.
 HX2835'TAKE THE LEFT FORK, CROSS A BRIDGE
 HX2835'AND GO SOUTH FOR 0.1 MILE TO A FORK, KEEP THE RIGHT FORK AND GO SOUTH
 HX2835'UP OSBORNE RUN FOR 0.7 MILE TO A
 HX2835'FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTH FOR 0.1
 HX2835'MILE TO A DIM SIDE ROAD ON THE RIGHT, LEADING UP
 HX2835'HILL.  TURN RIGHT AND GO WESTERLY AND
 HX2835'SOUTHERLY UP A TIMBERED HILL WHICH IS OVER-GROWN WITH BRUSH FOR 1.0
 HX2835'MILE TO A CLEARED FIELD.  CONTINUE
 HX2835'SOUTH ALONG THE WEST SIDE OF A FENCE FOR 0.05 MILE TO THE AZIMUTH
 HX2835'MARK ON THE RIGHT.  CONTINUE
 HX2835'SOUTHEASTERLY ALONG THE CREST OF THE RIDGE FOR 0.3 MILE TO AN
 HX2835'OPEN GATE.  PASS THROUGH THE GATE AND GO
 HX2835'SOUTHEAST FOR ABOUT 150 YARDS TO A WHITE
 HX2835'WITNESS POST AND THE STATION.
 HX2835'
 HX2835'HEIGHT OF LIGHT ABOVE STATION MARK 13.73 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1949 ***********************************************************************
 JX1949  DESIGNATION -  OTTER
 JX1949  PID         -  JX1949
 JX1949  STATE/COUNTY-  WV/RITCHIE
 JX1949  USGS QUAD   -  OXFORD (1976)
 JX1949
 JX1949                         *CURRENT SURVEY CONTROL
 JX1949  ___________________________________________________________________
 JX1949* NAD 83(1995)-  39 07 40.12869(N)    080 52 06.09410(W)     ADJUSTED  
 JX1949* NAVD 88     -       400.3    (meters)    1313.     (feet)  VERTCON   
 JX1949  ___________________________________________________________________
 JX1949  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 JX1949  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JX1949
 JX1949  HORZ ORDER  -  SECOND
 JX1949
 JX1949.The horizontal coordinates were established by classical geodetic methods
 JX1949.and adjusted by the National Geodetic Survey in April 1998..
 JX1949
 JX1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1949
 JX1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1949
 JX1949.The geoid height was determined by GEOID03.
 JX1949
 JX1949;                    North         East     Units Scale Factor Converg.
 JX1949;SPC WV N     -    70,599.032   481,684.639   MT  0.99997829   -0 52 21.7
 JX1949;SPC WV S     -   236,186.991   611,383.694   MT  1.00006126   +0 04 53.0
 JX1949;UTM  17      - 4,330,968.592   511,378.450   MT  0.99960159   +0 04 59.1
 JX1949
 JX1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1949!SPC WV N     -   0.99994240  x   0.99997829  =   0.99992069
 JX1949!SPC WV S     -   0.99994240  x   1.00006126  =   1.00000366
 JX1949!UTM  17      -   0.99994240  x   0.99960159  =   0.99954401
 JX1949
 JX1949|---------------------------------------------------------------------|
 JX1949| PID    Reference Object                     Distance      Geod. Az  |
 JX1949|                                                           dddmmss.s |
 JX1949| CX4337 OTTER RM 1                           17.832 METERS 11909     |
 JX1949| CX5132 OTTER RM 2                           19.890 METERS 20114     |
 JX1949| CX4336 OTTER AZ MK                                        2734646.6 |
 JX1949|---------------------------------------------------------------------|
 JX1949
 JX1949                          SUPERSEDED SURVEY CONTROL
 JX1949
 JX1949  NAD 83(1986)-  39 07 40.13383(N)    080 52 06.10255(W) AD(       ) 2
 JX1949  NAD 27      -  39 07 39.82870(N)    080 52 06.71940(W) AD(       ) 2
 JX1949  NGVD 29 (07/19/86)  400.5    (m)         1314.     (f) VERT ANG       
 JX1949
 JX1949.Superseded values are not recommended for survey control.
 JX1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1949.See file dsdata.txt to determine how the superseded data were derived.
 JX1949
 JX1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1137830969(NAD 83)
 JX1949_MARKER: DS = TRIANGULATION STATION DISK
 JX1949_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JX1949_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JX1949
 JX1949  HISTORY     - Date     Condition        Report By
 JX1949  HISTORY     - 1956     MONUMENTED       CGS
 JX1949
 JX1949                          STATION DESCRIPTION
 JX1949
 JX1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX1949'STATION IS LOCATED ON THE SUMMIT OF A GRASS COVERED HILL ABOUT 5-1/2
 JX1949'MILES SOUTHEAST OF THE VILLAGE OF
 JX1949'PULLMAN, ABOUT 6-1/2 MILES NORTH-NORTHWEST OF THE VILLAGE OF COX
 JX1949'MILLS, AND ABOUT 2 MILES NORTH OF THE
 JX1949'VILLAGE OF AUBURN.  STATION IS 59 FEET WEST OF A HICKORY
 JX1949'TREE WITH TRIANGLE BLAZE AND 4 FEET SOUTHEAST OF
 JX1949'WITNESS POST.  THE MARK PROJECTS 6 INCHES
 JX1949'AND THE DISK IS STAMPED OTTER 1956.
 JX1949'
 JX1949'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF HICKORY TREE WITH TRIANGLE
 JX1949'BLAZE.  THE MARK PROJECTS 6
 JX1949'INCHES AND THE DISK IS STAMPED OTTER NO 1 1956.
 JX1949'
 JX1949'REFERENCE MARK NO. 2 IS SET ON SOUTH SLOPE OF HILL, 60 FEET NORTH OF
 JX1949'A 12 INCH TREE.  THE MARK PROJECTS
 JX1949'6 INCHES AND THE DISK IS STAMPED OTTER NO 2 1956.
 JX1949'
 JX1949'AZIMUTH MARK IS SET AT SOUTH EDGE OF CLEARING FOR GASLINE, AND 3 FEET
 JX1949'EAST OF WITNESS POST.  THE MARK
 JX1949'PROJECTS 6 INCHES AND THE DISK IS STAMPED OTTER 1956.
 JX1949'
 JX1949'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF AUBURN, GO WESTERLY
 JX1949'ON MACADAM ROAD FOR 1.8
 JX1949'MILES TO CLAY SIDE ROAD RIGHT JUST BEFORE CROSSING CONCRETE BRIDGE.
 JX1949'TURN RIGHT AND GO NORTHERLY ON CLAY
 JX1949'ROAD FOR 1.2 MILES TO DIM WOODS ROAD LEFT.  TURN LEFT AND
 JX1949'GO WESTERLY ON DIM WOODS ROAD FOR 0.7 MILE TO
 JX1949'GASLINE CLEARING ON LEFT.  (AZIMUTH MARK
 JX1949'IS ABOUT 50 YARDS WEST ALONG CLEARING).  CONTINUE WESTERLY ON
 JX1949'DIM ROAD FOR 0.05 MILE TO CREST OF
 JX1949'HILL AT CLEARING AND TRIANGLE BLAZED OAK TREE ON RIGHT.  TURN RIGHT
 JX1949'AND GO NORTHEASTERLY ON LOGGING
 JX1949'ROAD FOR 0.35 MILE TO RAIL FENCE.  PASS THROUGH FENCE AND CONTINUE
 JX1949'ON DIM TRACK ROAD TO TOP OF HILL AND
 JX1949'STATION AS DESCRIBED.
 JX1949'
 JX1949'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2957 ***********************************************************************
 HX2957  DESIGNATION -  OTTO
 HX2957  PID         -  HX2957
 HX2957  STATE/COUNTY-  WV/ROANE
 HX2957  USGS QUAD   -  ARNOLDSBURG (1965)
 HX2957
 HX2957                         *CURRENT SURVEY CONTROL
 HX2957  ___________________________________________________________________
 HX2957* NAD 83(1995)-  38 45 30.11471(N)    081 14 54.98449(W)     ADJUSTED  
 HX2957* NAVD 88     -       379.1    (meters)    1244.     (feet)  VERTCON   
 HX2957  ___________________________________________________________________
 HX2957  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 HX2957  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HX2957
 HX2957  HORZ ORDER  -  THIRD
 HX2957
 HX2957.The horizontal coordinates were established by classical geodetic methods
 HX2957.and adjusted by the National Geodetic Survey in April 1998..
 HX2957
 HX2957.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2957
 HX2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2957
 HX2957.The geoid height was determined by GEOID03.
 HX2957
 HX2957;                    North         East     Units Scale Factor Converg.
 HX2957;SPC WV S     -   195,193.188   578,391.579   MT  0.99997577   -0 09 13.3
 HX2957;UTM  17      - 4,289,992.003   478,399.658   MT  0.99960575   -0 09 20.3
 HX2957
 HX2957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2957!SPC WV S     -   0.99994574  x   0.99997577  =   0.99992151
 HX2957!UTM  17      -   0.99994574  x   0.99960575  =   0.99955151
 HX2957
 HX2957:                Primary Azimuth Mark                     Grid Az
 HX2957:SPC WV S     -  DESERT KNOB CARBIDE CHEM RAD             104 02 59.2
 HX2957:UTM  17      -  DESERT KNOB CARBIDE CHEM RAD             104 03 06.2
 HX2957
 HX2957|---------------------------------------------------------------------|
 HX2957| PID    Reference Object                     Distance      Geod. Az  |
 HX2957|                                                           dddmmss.s |
 HX2957| HX2971 DESERT KNOB CARBIDE CHEM RAD        APPROX. 7.3 KM 1035345.9 |
 HX2957| DC4803 OTTO RM 2                            10.150 METERS 23132     |
 HX2957| DC4802 OTTO RM 1                             8.556 METERS 32515     |
 HX2957|---------------------------------------------------------------------|
 HX2957
 HX2957                          SUPERSEDED SURVEY CONTROL
 HX2957
 HX2957  NAD 83(1986)-  38 45 30.12101(N)    081 14 54.99150(W) AD(       ) 3
 HX2957  NAD 27      -  38 45 29.79400(N)    081 14 55.56130(W) AD(       ) 3
 HX2957  NGVD 29 (07/19/86)  379.3    (m)         1244.     (f) VERT ANG       
 HX2957
 HX2957.Superseded values are not recommended for survey control.
 HX2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2957.See file dsdata.txt to determine how the superseded data were derived.
 HX2957
 HX2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7840089992(NAD 83)
 HX2957_MARKER: DS = TRIANGULATION STATION DISK
 HX2957_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX2957_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX2957
 HX2957  HISTORY     - Date     Condition        Report By
 HX2957  HISTORY     - 1956     MONUMENTED       CGS
 HX2957
 HX2957                          STATION DESCRIPTION
 HX2957
 HX2957'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2957'STATION IS LOCATED ABOUT 9 MILES WEST SOUTHWEST OF MILLSTONE AND 5
 HX2957'MILES SOUTHEAST OF SPENCER ON THE
 HX2957'SOUTHERN END OF A LONG WOODED RIDGE WHICH IS THE HIGHEST GROUND IN
 HX2957'THE VICINITY.  STATION IS 5 FEET
 HX2957'SOUTHEAST OF A TRIANGLE BLAZED TREE.  THE MARK PROJECTS ABOUT
 HX2957'1 FOOT AND THE DISK IS STAMPED OTTO 1956.
 HX2957'
 HX2957'REFERENCE MARK NO. 1 IS IN CLEARED LINE.  THE MARK PROJECTS ABOUT 8
 HX2957'INCHES AND THE DISK IS STAMPED
 HX2957'OTTO 1 1956.
 HX2957'
 HX2957'REFERENCE MARK NO. 2 IS 8 FEET SOUTHWEST OF A TRIANGLE BLAZED PINE
 HX2957'TREE.  THE MARK PROJECTS ABOUT
 HX2957'8 INCHES AND THE DISK IS STAMPED OTTO 2 1956.
 HX2957'
 HX2957'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 33 AND 119 AND
 HX2957'STATE HIGHWAY 14 JUST SOUTH OF
 HX2957'THE POST OFFICE IN SPENCER GO SOUTH ON U.S. HIGHWAY 119 AND STATE
 HX2957'HIGHWAY 14 FOR 0.75 MILE TO THE
 HX2957'JUNCTION OF STATE HIGHWAY 36.  TURN LEFT AND GO EAST ON STATE
 HX2957'HIGHWAY 36 FOR 5.9 MILES TO A GRAVEL ROAD
 HX2957'LEFT.  TURN LEFT AND GO 2.1 MILES TO SCHOOL ON
 HX2957'LEFT AND ETT.  PACK UP CREEK ROAD FOR ABOUT 0.1 MILE TO
 HX2957'FORKS.  TAKE RIGHT FORK FOR ABOUT 50
 HX2957'YARDS TO END OF ROAD AT OLD FARM BUILDINGS.  KEEP TO RIGHT OF FARM
 HX2957'BUILDINGS ON TRAIL UP HILL FOR ABOUT
 HX2957'10 MINUTES TO HOUSE.  PASS AROUND HOUSE TO THE RIGHT AND CONTINUE ON
 HX2957'TRAIL UP HILL FOR ABOUT 10 MINUTES
 HX2957'TO FENCE.  CROSS FENCE AND CONTINUE ON TRAIL FOR ABOUT
 HX2957'15 MINUTES TO BOARD NAILED TO BLAZED TREE.  BEAR LEFT
 HX2957'OFF TRAIL AND GO UP HILL FOR ABOUT
 HX2957'100 YARDS TO STATION ON HIGHEST POINT AS DESCRIBED.
 HX2957'
 HX2957'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3050 ***********************************************************************
 HX3050  DESIGNATION -  OWENS
 HX3050  PID         -  HX3050
 HX3050  STATE/COUNTY-  WV/KANAWHA
 HX3050  USGS QUAD   -  CHARLESTON EAST (1976)
 HX3050
 HX3050                         *CURRENT SURVEY CONTROL
 HX3050  ___________________________________________________________________
 HX3050* NAD 83(1995)-  38 18 38.43247(N)    081 33 48.40922(W)     ADJUSTED  
 HX3050* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 HX3050  ___________________________________________________________________
 HX3050  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 HX3050  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 HX3050
 HX3050  HORZ ORDER  -  SECOND
 HX3050
 HX3050.The horizontal coordinates were established by classical geodetic methods
 HX3050.and adjusted by the National Geodetic Survey in April 1998..
 HX3050
 HX3050.The orthometric height was scaled from a topographic map.
 HX3050
 HX3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3050
 HX3050.The geoid height was determined by GEOID03.
 HX3050
 HX3050;                    North         East     Units Scale Factor Converg.
 HX3050;SPC WV S     -   145,620.133   550,724.419   MT  0.99992810   -0 20 54.0
 HX3050;UTM  17      - 4,240,436.202   450,740.098   MT  0.99962988   -0 20 57.5
 HX3050
 HX3050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3050!SPC WV S     -   0.99997631  x   0.99992810  =   0.99990441
 HX3050!UTM  17      -   0.99997631  x   0.99962988  =   0.99960620
 HX3050
 HX3050:                Primary Azimuth Mark                     Grid Az
 HX3050:SPC WV S     -  REED                                     048 57 40.5
 HX3050:UTM  17      -  REED                                     048 57 44.0
 HX3050
 HX3050|---------------------------------------------------------------------|
 HX3050| PID    Reference Object                     Distance      Geod. Az  |
 HX3050|                                                           dddmmss.s |
 HX3050| HX3052 REED                                491.051 METERS 0483646.5 |
 HX3050| HX3051 OWENS AZ MK                         240.899 METERS 17200     |
 HX3050| DC4804 OWENS RM 1                            5.950 METERS 18358     |
 HX3050| DC4806 OWENS RM 3                           27.938 METERS 24558     |
 HX3050| DC4805 OWENS RM 2                            6.760 METERS 31913     |
 HX3050|---------------------------------------------------------------------|
 HX3050
 HX3050                          SUPERSEDED SURVEY CONTROL
 HX3050
 HX3050  NAD 83(1995)-  38 18 38.44064(N)    081 33 48.41475(W) AD(       ) 2
 HX3050  NAD 83(1986)-  38 18 38.44084(N)    081 33 48.41551(W) AD(       ) 2
 HX3050  NAD 27      -  38 18 38.08500(N)    081 33 48.98100(W) AD(       ) 2
 HX3050
 HX3050.Superseded values are not recommended for survey control.
 HX3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3050.See file dsdata.txt to determine how the superseded data were derived.
 HX3050
 HX3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5074040436(NAD 83)
 HX3050_MARKER: DS = TRIANGULATION STATION DISK
 HX3050_SETTING: 0 = UNSPECIFIED SETTING
 HX3050
 HX3050  HISTORY     - Date     Condition        Report By
 HX3050  HISTORY     - 1944     MONUMENTED       CGS
 HX3050  HISTORY     - 1954     SEE DESCRIPTION  CGS
 HX3050  HISTORY     - 1955     GOOD             USGS
 HX3050  HISTORY     - 1961     GOOD             CGS
 HX3050  HISTORY     - 1978     GOOD             NGS
 HX3050
 HX3050                          STATION DESCRIPTION
 HX3050
 HX3050'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3050'STATION IS LOCATED
 HX3050'ABOUT 5-1/2 MILES
 HX3050'SE OF CHARLESTON, AT THE S LIMITS OF KANAWHA
 HX3050'CITY.  IT IS 0.1 MILE S OF THE
 HX3050'LIBBY-OWENS-FORD PLANT, ON THE E
 HX3050'SIDE OF U.S. HIGHWAY 119, 7 FEET E OF THE E
 HX3050'CURBING, 8 FEET S OF
 HX3050'A DIM DRIVEWAY AND GATE IN WIRE FENCE, AND 6.5 FEET NW OF A
 HX3050'WITNESS POST
 HX3050'WHICH WAS PLACED IN THE FENCE LINE.
 HX3050'
 HX3050'STATION MARK IS A BRONZE STATION DISK SET IN AN IRON PIPE
 HX3050'WHICH PROJECTS
 HX3050'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS STAMPED
 HX3050'OWENS 1944.  UNDERGROUND MARK IS
 HX3050'A BRONZE DISK SET IN CONCRETE.
 HX3050'
 HX3050'REFERENCE MARK 1 IS A BRONZE DISK SET IN THE CONCRETE CURBING
 HX3050'ON THE E SIDE OF
 HX3050'U.S. HIGHWAY 119.  IT IS STAMPED OWENS NO 1 1944.
 HX3050'
 HX3050'REFERENCE MARK 2 IS A BRONZE DISK SET IN THE CONCRETE CURBING
 HX3050'ON THE E SIDE OF
 HX3050'U.S. HIGHWAY 119.  IT IS STAMPED OWNES NO 2 1944.
 HX3050'
 HX3050'AZIMUTH MARK IS 22 FEET E OF THE APPROXIMATE CENTER LINE OF
 HX3050'U.S. HIGHWAY 119
 HX3050'AND 22 FEET S OF A DRIVEWAY LEADING INTO A REFUSE
 HX3050'LOT.  IT IS A BRONZE AZIMUTH DISK
 HX3050'SET IN AN IRON PIPE WHICH PROJECTS
 HX3050'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND AND
 HX3050'IS
 HX3050'STAMPED OWENS AZI 1944.  THIS MARK WAS ALSO USED AS THE S END
 HX3050'OF A TRAVERSE LINE
 HX3050'BETWEEN OWENS AND OWENS AZIMUTH MARK.
 HX3050'
 HX3050'TO REACH THE STATION FROM THE S END OF THE KANAWHA RIVER
 HX3050'BRIDGE, FOLLOW
 HX3050'U.S. HIGHWAY 119 SE THROUGH KANAWHA CITY FOR
 HX3050'2.45 MILES, OR 0.1 MILE BEYOND
 HX3050'THE LIBBY-OWENS-FORD PLANT, TO
 HX3050'THE STATION ON THE LEFT.
 HX3050'
 HX3050'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE S ON
 HX3050'U.S. HIGHWAY 119
 HX3050'FOR 0.15 MILE TO THE MARK ON THE LEFT.
 HX3050'
 HX3050'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX3050
 HX3050                          STATION RECOVERY (1954)
 HX3050
 HX3050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DJD)
 HX3050'TELEGRAM OF MR. CHARLES J. DIETZ, GANNETT, FLEMING, CORDERY AND
 HX3050'CARPENTER INC.
 HX3050'ENGINEERS, CHESAPEAKE, WEST VIRGINIA SEPT 27, 1954-
 HX3050'
 HX3050'AZIMUTH MARK WAS DESTROYED DUE TO ROAD CONSTRUCTION.
 HX3050'
 HX3050'REFERENCE MARK DISK STAMPED OWNENS AZI 1944 RECEIVED 10/6/54.
 HX3050
 HX3050                          STATION RECOVERY (1955)
 HX3050
 HX3050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 HX3050'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HX3050'AZIMUTH MARK NOT
 HX3050'FOUND, AND MAY HAVE BEEN DESTROYED BY GRADING FOR
 HX3050'TURNPIKE ENTRANCE.  STATION MARK IS
 HX3050'ABOUT ONE INCH BELOW SURFACE.
 HX3050'
 HX3050'IT IS 150.0 FEET SSE OF ELECTRIC CROSSING SIGNAL AT EAST SIDE OF
 HX3050'HIGHWAY AT SOUTH
 HX3050'SIDE OF C AND O RAILWAY SPUR TRACK, AND 28.2 FEET NW OF NW
 HX3050'CORNER OF BRICK BUILDING OF MACK TRUCK CO.
 HX3050
 HX3050                          STATION RECOVERY (1961)
 HX3050
 HX3050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 HX3050'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 HX3050'AND FOUND TO BE IN GOODCONDITION.
 HX3050'
 HX3050'THE ORIGINAL DESCRIPTION PROVED TO BE ADEQUATE FOR FUTURE RECOVERY
 HX3050
 HX3050                          STATION RECOVERY (1978)
 HX3050
 HX3050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HX3050'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 HX3050'GOOD CONDITION.  REFERENCE MARK ONE AND THE AZIMUTH MARK WERE FOUND
 HX3050'TO HAVE BEEN DESTROYED.  A NEW REFERENCE MARK 3 WAS ESTABLISHED.
 HX3050'THERE IS NO SUITABLE LOCATION TO SET AN AZIMUTH MARK.  THIS
 HX3050'STATION IS LOCATED IN AN INDUSTRIAL AREA AND VISIBILITY IS LIMITED.
 HX3050'
 HX3050'A COMPLETE NEW DISCRIPTION FOLLOWS.
 HX3050'
 HX3050'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF CHARLESTON AND
 HX3050'IN THE SOUTH LIMITS OF KANAWHA.  IT IS ON THE NORTHEAST EDGE OF
 HX3050'U.S. HIGHWAY 119 AND STATE HIGHWAY 61 AND JUST OPPOSITE THE
 HX3050'ENTRANCE RAMP TO THE WEST VIRGINIA TURNPIKE FROM U.S. HIGHWAY 119
 HX3050'AND STATE HIGHWAY 61 SOUTHBOUND.  IT IS 0.05 MILE NORTHWEST OF A
 HX3050'POINT WHERE THE HIGHWAYS PASS UNDER THE TURNPIKE AND ON ROAD
 HX3050'RIGHT-OF-WAY.
 HX3050'
 HX3050'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED OWENS 1944 SET IN
 HX3050'THE TOP OF A 4-INCH ROUND IRON PIPE WHICH IS 1-INCH BELOW THE
 HX3050'SURFACE.  IT IS 165 FEET EAST OF THE CENTER OF A RAILROAD WHERE IT
 HX3050'CROSSES THE HIGHWAYS, 55 FEET EAST OF THE INTERSECTION OF U.S.
 HX3050'HIGHWAY 119, STATE HIGHWAY 61, AND THE ENTRANCE TO THE WEST VIRGINIA
 HX3050'TURNPIKE, 31.5 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 119 AND
 HX3050'STATE HIGHWAY 61, 28 FEET WEST OF THE SOUTHWEST CORNER OF THE
 HX3050'CASE MACHINERY COMPANY BUILDING, 11.5 FEET SOUTH OF A
 HX3050'POWERLINE POLE NUMBERED 239A310 AND 10.5 FEET WEST OF THE
 HX3050'SOUTHEAST CORNER OF A FENCE SURROUNDING AN AREA WHICH HAS SEVERAL
 HX3050'ELECTRICAL TRANSFORMERS.
 HX3050'
 HX3050'REFERENCE MARK 2 IS A STANDARD DISK STAMPED OWENS NO 2 1944 SET IN
 HX3050'A DRILL HOLE IN THE NORTHEAST CURB ALONG U.S. HIGHWAY 119 AND STATE
 HX3050'HIGHWAY 61.  IT IS 50 FEET WEST OF THE SOUTHWEST CORNER OF THE CASE
 HX3050'MACHINERY COMPANY BUILDING, 32.2 FEET SOUTHWEST OF THE SOUTHEAST
 HX3050'CORNER OF THE FENCE AROUND THE TRANSFORMERS AND 24 FEET NORTHEAST
 HX3050'OF THE CENTER OF U.S. HIGHWAY 119 AND STATE HIGHWAY 61.
 HX3050'
 HX3050'REFERENCE MARK 3 IS A STANDARD DISK STAMPED OWENS 1944 NO 3 1978 SET
 HX3050'IN A DRILL HOLE IN A 2 FOOT SQUARE FOUNDATION FOR A LIGHT POLE ALONG
 HX3050'THE WEST SIDE OF THE TURNPIKE ENTRANCE.  IT IS 61 FEET WEST OF THE
 HX3050'CENTER OF THE TURNPIKE INTERSECTION, 15 FEET WEST OF THE CENTER OF
 HX3050'THE TURNPIKE ENTRANCE RAMP AND 4 FEET WEST OF THE CURB ALONG THE WEST
 HX3050'SIDE OF THE TURNPIKE ENTRANCE.
 HX3050'
 HX3050'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 HX3050'SOUTHEAST OF CHARLESTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3051 ***********************************************************************
 HX3051  DESIGNATION -  OWENS AZ MK
 HX3051  PID         -  HX3051
 HX3051  STATE/COUNTY-  WV/KANAWHA
 HX3051  USGS QUAD   -  CHARLESTON EAST (1976)
 HX3051
 HX3051                         *CURRENT SURVEY CONTROL
 HX3051  ___________________________________________________________________
 HX3051* NAD 83(1995)-  38 18 30.69577(N)    081 33 47.02878(W)     ADJUSTED  
 HX3051* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 HX3051  ___________________________________________________________________
 HX3051  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 HX3051  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 HX3051
 HX3051  HORZ ORDER  -  SECOND
 HX3051
 HX3051.The horizontal coordinates were established by classical geodetic methods
 HX3051.and adjusted by the National Geodetic Survey in April 1998..
 HX3051
 HX3051.The orthometric height was scaled from a topographic map.
 HX3051
 HX3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3051
 HX3051.The geoid height was determined by GEOID03.
 HX3051
 HX3051;                    North         East     Units Scale Factor Converg.
 HX3051;SPC WV S     -   145,381.398   550,756.504   MT  0.99992801   -0 20 53.1
 HX3051;UTM  17      - 4,240,197.537   450,772.169   MT  0.99962984   -0 20 56.6
 HX3051
 HX3051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3051!SPC WV S     -   0.99997584  x   0.99992801  =   0.99990385
 HX3051!UTM  17      -   0.99997584  x   0.99962984  =   0.99960569
 HX3051
 HX3051:                Primary Azimuth Mark                     Grid Az
 HX3051:SPC WV S     -  REED                                     031 05 01.0
 HX3051:UTM  17      -  REED                                     031 05 04.5
 HX3051
 HX3051|---------------------------------------------------------------------|
 HX3051| PID    Reference Object                     Distance      Geod. Az  |
 HX3051|                                                           dddmmss.s |
 HX3051| HX3052 REED                                APPROX. 0.7 KM 0304407.9 |
 HX3051| HX3050 OWENS                               240.899 METERS 35200     |
 HX3051|---------------------------------------------------------------------|
 HX3051
 HX3051                          SUPERSEDED SURVEY CONTROL
 HX3051
 HX3051  NAD 83(1995)-  38 18 30.70395(N)    081 33 47.03428(W) AD(       ) 2
 HX3051  NAD 83(1986)-  38 18 30.70418(N)    081 33 47.03506(W) AD(       ) 2
 HX3051  NAD 27      -  38 18 30.34800(N)    081 33 47.60100(W) AD(       ) 2
 HX3051
 HX3051.Superseded values are not recommended for survey control.
 HX3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3051.See file dsdata.txt to determine how the superseded data were derived.
 HX3051
 HX3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5077240198(NAD 83)
 HX3051_MARKER: DZ = AZIMUTH MARK DISK
 HX3051_SETTING: 0 = UNSPECIFIED SETTING
 HX3051
 HX3051  HISTORY     - Date     Condition        Report By
 HX3051  HISTORY     - 1944     MONUMENTED       CGS
 HX3051
 HX3051                          STATION DESCRIPTION
 HX3051
 HX3051'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3051'LOCATED ABOUT 5-1/2 MILES SE OF THE CITY OF CHARLESTON, ABOUT 0.25
 HX3051'MILE S OF THE
 HX3051'LIBBY-OWENS-FORT PLANT, 22 FEET E OF THE CENTER LINE OF
 HX3051'U.S. HIGHWAY 119, AND 22
 HX3051'FEET S OF A DRIVEWAY LEADING INTO A
 HX3051'REFUSE LOT.  IT IS A BRONZE DISK SET IN AN
 HX3051'IRON PIPE WHICH PROJECTS
 HX3051'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 HX3051'STAMPED OWENS AZI 1944.
 HX3051'
 HX3051'A TRAVERSE CONNECTION WAS MADE TO STATION OWENS.  IT IS
 HX3051'240.906 METERS
 HX3051'(790.372 FEET) DISTANT.
 HX3051'
 HX3051'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2134 ***********************************************************************
 JX2134  DESIGNATION -  OWL
 JX2134  PID         -  JX2134
 JX2134  STATE/COUNTY-  WV/WIRT
 JX2134  USGS QUAD   -  GIRTA (1987)
 JX2134
 JX2134                         *CURRENT SURVEY CONTROL
 JX2134  ___________________________________________________________________
 JX2134* NAD 83(1995)-  39 00 44.17498(N)    081 17 57.44019(W)     ADJUSTED  
 JX2134* NAVD 88     -       405.1    (meters)    1329.     (feet)  VERTCON   
 JX2134  ___________________________________________________________________
 JX2134  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 JX2134  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JX2134
 JX2134  HORZ ORDER  -  FIRST
 JX2134
 JX2134.The horizontal coordinates were established by classical geodetic methods
 JX2134.and adjusted by the National Geodetic Survey in April 1998..
 JX2134
 JX2134.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2134
 JX2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2134
 JX2134.The geoid height was determined by GEOID03.
 JX2134
 JX2134;                    North         East     Units Scale Factor Converg.
 JX2134;SPC WV N     -    58,431.468   444,171.771   MT  0.99999770   -1 08 51.1
 JX2134;SPC WV S     -   223,392.997   574,077.421   MT  1.00003002   -0 11 06.1
 JX2134;UTM  17      - 4,318,180.892   474,088.498   MT  0.99960827   -0 11 18.2
 JX2134
 JX2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2134!SPC WV N     -   0.99994173  x   0.99999770  =   0.99993943
 JX2134!SPC WV S     -   0.99994173  x   1.00003002  =   0.99997175
 JX2134!UTM  17      -   0.99994173  x   0.99960827  =   0.99955002
 JX2134
 JX2134:                Primary Azimuth Mark                     Grid Az
 JX2134:SPC WV N     -  OWL AZ MK RESET                          005 58 32.9
 JX2134:SPC WV S     -  OWL AZ MK RESET                          005 00 47.9
 JX2134:UTM  17      -  OWL AZ MK RESET                          005 01 00.0
 JX2134
 JX2134|---------------------------------------------------------------------|
 JX2134| PID    Reference Object                     Distance      Geod. Az  |
 JX2134|                                                           dddmmss.s |
 JX2134| CD2038 OWL AZ MK RESET                                    0044941.8 |
 JX2134| JX2133 RUBLE USGS 1944                       2.891 METERS 18457     |
 JX2134| CD2039 OWL RM 1                             10.250 METERS 26153     |
 JX2134| CD2037 OWL AZ MK                                          3493610.0 |
 JX2134|---------------------------------------------------------------------|
 JX2134
 JX2134                          SUPERSEDED SURVEY CONTROL
 JX2134
 JX2134  NAD 83(1986)-  39 00 44.18025(N)    081 17 57.44690(W) AD(       ) 1
 JX2134  NAD 27      -  39 00 43.89200(N)    081 17 58.02000(W) AD(       ) 1
 JX2134  NGVD 29 (07/19/86)  405.3    (m)         1330.     (f) VERT ANG       
 JX2134
 JX2134.Superseded values are not recommended for survey control.
 JX2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2134.See file dsdata.txt to determine how the superseded data were derived.
 JX2134
 JX2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7408818181(NAD 83)
 JX2134_MARKER: DS = TRIANGULATION STATION DISK
 JX2134_SETTING: 0 = UNSPECIFIED SETTING
 JX2134
 JX2134  HISTORY     - Date     Condition        Report By
 JX2134  HISTORY     - 1944     MONUMENTED       CGS
 JX2134  HISTORY     - 1956     GOOD             CGS
 JX2134
 JX2134                          STATION DESCRIPTION
 JX2134
 JX2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2134'STATION IS LOCATED ABOUT
 JX2134'6 MILES SE OF
 JX2134'ELIZABETH, ONE MILE E OF OWL HILL CHURCH, 3/4 MILE
 JX2134'N OF THE OLD RUBLE CHURCH, ON
 JX2134'THE SUMMIT OF A BRUSHY KNOB.  THE
 JX2134'LAND IS OWNED BY MR. ROBERTS.  MARK IS 8 FEET N
 JX2134'OF A TRIANGULAR
 JX2134'BLAZE ON A 10-INCH LOCUST TREE AND IS STAMPED OWL 1944.
 JX2134'
 JX2134'SURFACE STATION MARK AND REFERENCE MARK 1 ARE BRONZE DISKS
 JX2134'SET IN CONCRETE AT
 JX2134'THE CENTERS OF THE TOPS OF TILES.  UNDERGROUND
 JX2134'MARK IS A BRONZE DISK SET IN
 JX2134'CONCRETE.
 JX2134'
 JX2134'REFERENCE MARK 1 IS ON THE SLOPE OF A HILL.  IT IS 35 FEET
 JX2134'W OF TRIANGULAR
 JX2134'BLAZE ON 10-INCH LOCUST TREE AND IS STAMPED OWL
 JX2134'NO 1 1944.
 JX2134'
 JX2134'RUBLE (U.S.G.S.) IS 9.46 FEET S OF THE STATION AND 3 FEET S
 JX2134'OF TRIANGULAR
 JX2134'BLAZE ON 10-INCH LOCUST TREE.  THE DISK HAS BEEN
 JX2134'REMOVED AND THE STONE BROKEN OFF
 JX2134'ON ALL SIDES BUT THE DRILL HOLE
 JX2134'IS WELL PRESERVED AND THE STONE SOLID IN THE
 JX2134'GROUND.
 JX2134'
 JX2134'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A LARGE PROMINENT
 JX2134'OUTCROPPING
 JX2134'BOULDER.  IT IS STAMPED OWL 1944.
 JX2134'
 JX2134'TO REACH THE STATION FROM THE COURTHOUSE IN ELIZABETH, GO S
 JX2134'ON STATE HIGHWAY 5
 JX2134'FOR 0.45 MILE TO THE ELIZABETH FERRY, CROSS
 JX2134'FERRY AND CONTINUE ON HIGHWAY 5 FOR
 JX2134'5.15 MILES TO A SMALL STORE
 JX2134'ON THE RIGHT, CONTINUE 0.1 MILE TO A LEFT FORK, TAKE
 JX2134'LEFT FORK
 JX2134'UP CHESTNUT RUN FOR 3.05 MILES TO A T-ROAD LEFT AT RUBLE CHURCH
 JX2134'(LOG CHURCH), TURN
 JX2134'LEFT AND GO 0.2 MILE TO TOP OF HILL AND A DIM
 JX2134'FARM ROAD LEFT AT POLE GATE, TURN
 JX2134'LEFT ON FARM ROAD AND GO 0.3
 JX2134'MILE TO A GATE, PASS THROUGH GATE AND GO 0.05 MILE
 JX2134'TO END OF TRUCK
 JX2134'TRAVEL AT BLAZED TREE JUST BEFORE REACHING A POLE WITH A LADDER
 JX2134'ON IT.  TURN SHARP
 JX2134'LEFT ON A WELL-DEFINED PATH UP HILL TO TOP OF
 JX2134'GRADE, TURN RIGHT AND FOLLOW PATH UP
 JX2134'HILL ABOUT 0.2 MILE TO A
 JX2134'GATE AND AN OPEN FIELD.  PASS THROUGH GATE AND FOLLOW
 JX2134'PATH ON THE W
 JX2134'SIDE OF THE HILL ABOUT 0.1 MILE TO BLAZED TREE, TURN RIGHT AND
 JX2134'FOLLOW BLAZES
 JX2134'THROUGH BRUSH TO TOP OF HILL AND STATION.
 JX2134'
 JX2134'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE RIDGE
 JX2134'NW FOR 0.3 MILE TO
 JX2134'LARGE BOULDER AND AZIMUTH MARK.
 JX2134'
 JX2134'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JX2134
 JX2134                          STATION RECOVERY (1956)
 JX2134
 JX2134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX2134'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK AND REFERENCE
 JX2134'MARK NUMBER 1 WERE FOUND TO BE IN
 JX2134'GOOD CONDITION.  RUBLE (USGS) (R.M. NO. 2) WAS FOUND IN SAME
 JX2134'CONDITION AS IN 1944.  THE AZIMUTH MARK
 JX2134'WAS NOT RECOVERED SO A NEW AZIMUTH MARK WAS ESTABLISHED.  THE MARK
 JX2134'IS 24 FEET NORTH OF A BLAZED TREE, 6 FEET
 JX2134'NORTH NORTHEAST OF FIELD ROAD AND 2 FEET EAST
 JX2134'SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 JX2134'AND THE DISK IS STAMPED OWL 1944
 JX2134'RESET 1956.  A DIFFERENCE WAS FOUND IN THE DISTANCE AND
 JX2134'DIRECTION TO THE REFERENCE MARKS.
 JX2134'DUE TO ROAD CHANGES A NEW TO REACH STATION FOLLOWS BUT OTHERWISE
 JX2134'ORIGINAL DESCRIPTION IS ADEQUATE.
 JX2134'
 JX2134'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 5, 14 AND 53 AT THE
 JX2134'SOUTHEAST EDGE OF ELIZABETH GO
 JX2134'EAST ON STATE HIGHWAY 5 FOR 5.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 JX2134'AND FOLLOW GRAVEL ROAD FOR 1.85
 JX2134'MILES TO FORKS.  TAKE LEFT FORK ON GRAVEL ROAD FOR 0.5 MILE
 JX2134'TO DIRT ROAD RIGHT JUST AFTER PASSING CHURCH.
 JX2134'TURN SHARP RIGHT ON DIRT ROAD FOR 0.15 MILE
 JX2134'TO FORKS.  TAKE LEFT FORK PASSING THROUGH WIRE GATE FOR 0.4 MILE
 JX2134'TO DIM FORKS AND WIRE GATE ON LEFT.
 JX2134'CONTINUE STRAIGHT AHEAD ON RIGHT FORK FOR 0.1 MILE TO WIRE GATE.
 JX2134'PASS THROUGH GATE AND CONTINUE FOR
 JX2134'0.15 MILE TO GATE ON LEFT AT FORKS.  KEEP RIGHT FORK FOR 0.3
 JX2134'MILE TO BOARD GATE.  PASS THROUGH GATE AND TURN
 JX2134'RIGHT ALONG FENCE FOR 0.2 MILE TO AZIMUTH
 JX2134'MARK ON LEFT AS DESCRIBED.  CONTINUE ON FIELD ROAD FOR 0.2 MILE TO
 JX2134'CLEARED ROAD UP HILL ON LEFT.
 JX2134'STATION IS ABOUT 50 YARDS UP CLEARED ROAD ON TOP OF HILL.
 JX2134'
 JX2134'1956 OBSERVATION TAKEN FROM A 37 FOOT TOWER
 JX2134'
 JX2134'STATION RUBLE (USGS) WAS TOO CLOSE TO FOCUS ON SO THE PLATE WAS READ
 JX2134'TO DEGREES AND MINUTES ONLY.
 JX2134'
 JX2134'A FOUR WHEEL DRIVE VEHICLE NECESSARY TO REACH STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1968 ***********************************************************************
 JX1968  DESIGNATION -  OWLSHEAD
 JX1968  PID         -  JX1968
 JX1968  STATE/COUNTY-  WV/TYLER
 JX1968  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX1968
 JX1968                         *CURRENT SURVEY CONTROL
 JX1968  ___________________________________________________________________
 JX1968* NAD 83(1995)-  39 26 20.80153(N)    080 57 25.11346(W)     ADJUSTED  
 JX1968* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 JX1968  ___________________________________________________________________
 JX1968  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 JX1968  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JX1968
 JX1968  HORZ ORDER  -  SECOND
 JX1968
 JX1968.The horizontal coordinates were established by classical geodetic methods
 JX1968.and adjusted by the National Geodetic Survey in April 1998..
 JX1968
 JX1968.The orthometric height was scaled from a topographic map.
 JX1968
 JX1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1968
 JX1968.The geoid height was determined by GEOID03.
 JX1968
 JX1968;                    North         East     Units Scale Factor Converg.
 JX1968;SPC WV N     -   105,274.166   474,583.510   MT  0.99994603   -0 55 45.2
 JX1968;UTM  17      - 4,365,507.986   503,702.390   MT  0.99960017   +0 01 38.4
 JX1968
 JX1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1968!SPC WV N     -   0.99993627  x   0.99994603  =   0.99988231
 JX1968!UTM  17      -   0.99993627  x   0.99960017  =   0.99953647
 JX1968
 JX1968|---------------------------------------------------------------------|
 JX1968| PID    Reference Object                     Distance      Geod. Az  |
 JX1968|                                                           dddmmss.s |
 JX1968| CX5141 OWLSHEAD RM 2                         8.678 METERS 11013     |
 JX1968| CX5140 OWLSHEAD RM 1                         8.565 METERS 22219     |
 JX1968| JX1967 OWLSHEAD 2 USGS 1963                  3.576 METERS 27829     |
 JX1968| CX5139 OWLSHEAD AZ MK                                     3430004.1 |
 JX1968|---------------------------------------------------------------------|
 JX1968
 JX1968                          SUPERSEDED SURVEY CONTROL
 JX1968
 JX1968  NAD 83(1986)-  39 26 20.80676(N)    080 57 25.12160(W) AD(       ) 2
 JX1968  NAD 27      -  39 26 20.53450(N)    080 57 25.72210(W) AD(       ) 2
 JX1968
 JX1968.Superseded values are not recommended for survey control.
 JX1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1968.See file dsdata.txt to determine how the superseded data were derived.
 JX1968
 JX1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0370265508(NAD 83)
 JX1968_MARKER: DS = TRIANGULATION STATION DISK
 JX1968_SETTING: 0 = UNSPECIFIED SETTING
 JX1968
 JX1968  HISTORY     - Date     Condition        Report By
 JX1968  HISTORY     - 1963     MONUMENTED       CGS
 JX1968
 JX1968                          STATION DESCRIPTION
 JX1968
 JX1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1968'THE STATION IS LOCATED ON A HIGH ROUND TOPPED WOODED HILL, LOCALLY
 JX1968'KNOWN AS OWLSHEAD, ABOUT 9 MILES
 JX1968'SOUTH-SOUTHEAST OF SISTERSVILLE, ABOUT 7-1/2 MILES SOUTHEAST OF
 JX1968'FRIENDLY, ABOUT 4-3/4 MILES
 JX1968'SOUTHWEST OF MIDDLEBOURNE, AND ON THE PROPERTY OF MR. FRANK
 JX1968'BURCH.  IT IS 14 FEET EAST OF A WITNESS POST,
 JX1968'AND 6 FEET SOUTHWEST OF A WITNESS POST.
 JX1968'THE DISK IS BRAZED TO THE TOP OF A 3 INCH IRON PIPE THAT
 JX1968'PROJECTS 9 INCHES ABOVE THE
 JX1968'GROUND, LOCATED NEAR THE CENTER OF THE TOP OF THE HILL.  THE DISK IS
 JX1968'STAMPED OWLSHEAD 1963.
 JX1968'
 JX1968'TO REACH FROM THE TYLER COUNTY COURTHOUSE IN MIDDLEBOURNE, GO SOUTH
 JX1968'ON STATE HIGHWAY 18 FOR 0.15 MILE
 JX1968'TO A Y-FORK.  TAKE THE RIGHT FORK (OVER A BRIDGE) AND GO SOUTHWEST
 JX1968'ON A PAVED ROAD FOR 0.15 MILE TO A
 JX1968'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST AND
 JX1968'SOUTH ON MAIN SURFACED ROAD FOR 3.15 MILES TO A
 JX1968'Y-FORK AT THE BOTTOM OF A GRADE. TAKE
 JX1968'THE LEFT FORK AND GO SOUTHWEST ON A SURFACED ROAD FOR 0.5 MILE TO
 JX1968'A CHURCH AND A SMALL CEMETERY ON
 JX1968'THE RIGHT.  CONTINUE SOUTHWEST ON THE SURFACED ROAD FOR 0.5 MILE TO
 JX1968'THE CENTER OF A CONCRETE BRIDGE.
 JX1968'CONTINUE SOUTHWEST ON THE SURFACED ROAD FOR 1.25 MILES
 JX1968'TO A SIDE ROAD RIGHT JUST AFTER CROSSING A
 JX1968'SMALL CONCRETE BRIDGE, AND A HOUSE IN HOLLOW
 JX1968'ON THE RIGHT.  TURN SHARP RIGHT AND GO WEST ON OLD ROAD BED
 JX1968'UP CREEK FOR 0.85 MILE TO A DIM
 JX1968'SIDE ROAD LEFT AND AN OLD LOG BARN ON THE LEFT.  CONTINUE AHEAD
 JX1968'WESTERLY ON DIRT ROAD FOR 0.75
 JX1968'MILE TO AN OLD SAWMILL ON THE LEFT.  CONTINUE AHEAD WESTERLY ON AN
 JX1968'OLD SKID ROAD FOR 0.3 MILE TO THE TOP
 JX1968'OF A RIDGE.  TURN LEFT AND GO SOUTHERLY THROUGH
 JX1968'WOODS UP HILL FOR 0.2 MILE TO THE SUMMIT OF THE HILL AND
 JX1968'THE STATION.
 JX1968'
 JX1968'TO REACH THE AZIMUTH MARK FROM THIS POINT, TAKE THE LEFT FORK AND GO
 JX1968'WESTERLY (CROSSING A
 JX1968'BRIDGE) FOR 0.4 MILE TO THE CENTER OF A SMALL CONCRETE BRIDGE.
 JX1968'CONTINUE WESTERLY ON THE PAVED
 JX1968'ROAD FOR 1.6 MILES TO A SIDE ROAD RIGHT AND A CHURCH ON THE
 JX1968'RIGHT.  CONTINUE WESTERLY ON THE PAVED
 JX1968'ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT.  CONTINUE
 JX1968'WESTERLY ON THE PAVED ROAD FOR 0.15 MILE TO A DRIVEWAY ON
 JX1968'THE RIGHT AND A FRAME HOUSE ON THE
 JX1968'RIGHT.  CONTINUE AHEAD WESTERLY ON THE PAVED ROAD FOR 0.05 MILE TO
 JX1968'THE AZIMUTH MARK ON THE RIGHT IN
 JX1968'THE SOUTHEAST CORNER OF A FIELD.
 JX1968'
 JX1968'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JX1968'DISK STAMPED NO. 1 1957, SET
 JX1968'IN CONCRETE IN THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 12 INCHES.
 JX1968'IT IS 33 FEET SOUTHWEST OF A
 JX1968'WITNESS POST, AND 27 FEET SOUTH OF A WITNESS POST.  THE
 JX1968'MARK IS LOCATED ON THE SOUTHWEST SLOPE OF THE
 JX1968'HILL.
 JX1968'
 JX1968'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JX1968'DISK STAMPED NO. 2 1957, SET
 JX1968'IN CONCRETE IN THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 12 INCHES.
 JX1968'IT IS 23 FEET SOUTHEAST OF A
 JX1968'WITNESS POST.  THE MARK IS LOCATED ON THE EAST SLOPE OF
 JX1968'THE HILL.
 JX1968'
 JX1968'OWLSHEAD 2 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY STATION MARK
 JX1968'STAMPED OWLSHEAD 2 1957, SET IN
 JX1968'CONCRETE IN THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 8 INCHES.  IT
 JX1968'IS 3 FEET SOUTHEAST OF A WITNESS
 JX1968'POST, AND 18 FEET WEST OF A WITNESS POST.  THE MARK IS
 JX1968'LOCATED ON THE WEST SIDE OF THE HILL.
 JX1968'
 JX1968'THE AZIMUTH MARK IS 106 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME
 JX1968'HOUSE, 52 FEET NORTH OF THE
 JX1968'CENTERLINE OF A PAVED ROAD, 18 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JX1968'OF A SMALL CHICKEN HOUSE, 2 FEET
 JX1968'NORTH OF A FENCE CORNER, AND 3 FEET NORTH OF A WITNESS
 JX1968'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 JX1968'IS STAMPED OWLSHEAD 1963.
 JX1968'
 JX1968'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1967 ***********************************************************************
 JX1967  DESIGNATION -  OWLSHEAD 2 USGS 1963
 JX1967  PID         -  JX1967
 JX1967  STATE/COUNTY-  WV/TYLER
 JX1967  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX1967
 JX1967                         *CURRENT SURVEY CONTROL
 JX1967  ___________________________________________________________________
 JX1967* NAD 83(1995)-  39 26 20.81862(N)    080 57 25.26137(W)     ADJUSTED  
 JX1967* NAVD 88     -       439.9    (meters)    1443.     (feet)  VERTCON   
 JX1967  ___________________________________________________________________
 JX1967  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 JX1967  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JX1967
 JX1967  HORZ ORDER  -  SECOND
 JX1967
 JX1967.The horizontal coordinates were established by classical geodetic methods
 JX1967.and adjusted by the National Geodetic Survey in April 1998..
 JX1967
 JX1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1967
 JX1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1967
 JX1967.The geoid height was determined by GEOID03.
 JX1967
 JX1967;                    North         East     Units Scale Factor Converg.
 JX1967;SPC WV N     -   105,274.750   474,579.982   MT  0.99994603   -0 55 45.3
 JX1967;UTM  17      - 4,365,508.511   503,698.854   MT  0.99960017   +0 01 38.3
 JX1967
 JX1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1967!SPC WV N     -   0.99993626  x   0.99994603  =   0.99988229
 JX1967!UTM  17      -   0.99993626  x   0.99960017  =   0.99953645
 JX1967
 JX1967                          SUPERSEDED SURVEY CONTROL
 JX1967
 JX1967  NAD 83(1986)-  39 26 20.82384(N)    080 57 25.26951(W) AD(       ) 2
 JX1967  NAD 27      -  39 26 20.55160(N)    080 57 25.87000(W) AD(       ) 2
 JX1967  NGVD 29 (07/19/86)  440.1    (m)         1444.     (f) VERT ANG       
 JX1967
 JX1967.Superseded values are not recommended for survey control.
 JX1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1967.See file dsdata.txt to determine how the superseded data were derived.
 JX1967
 JX1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0369965509(NAD 83)
 JX1967_MARKER: DS = TRIANGULATION STATION DISK
 JX1967_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JX1967_SP_SET: METAL PIPE IMBEDDED IN GROUND
 JX1967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1967
 JX1967  HISTORY     - Date     Condition        Report By
 JX1967  HISTORY     - 1963     MONUMENTED       USGS
 JX1967
 JX1967                          STATION DESCRIPTION
 JX1967
 JX1967'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX1967'THE STATION IS LOCATED ON A HIGH ROUND TOPPED WOODED HILL,
 JX1967'LOCALLY KNOWN AS
 JX1967'OWLSHEAD, ABOUT 9 MILES SOUTH-SOUTHEAST OF SISTERSVILLE, ABOUT 7-1/2
 JX1967'MILES SOUTHEAST OF FRIENDLY, ABOUT
 JX1967'4-3/4 MILES SOUTHWEST OF MIDDLEBOURNE, AND ON THE
 JX1967'PROPERTY OF MR. FRANK BURCH.  IT IS A STANDARD U.S.
 JX1967'GEOLOGICAL SURVEY STATION MARK DISK
 JX1967'STAMPED OWLSHEAD 2 1957, SET IN CONCRETE IN THE TOP OF A 4 INCH IRON
 JX1967'PIPE THAT PROJECTS 8 INCHES.  THE
 JX1967'MARK IS LOCATED ON THE WEST SIDE OF THE HILL, 3 FEET SOUTHEAST OF
 JX1967'A WITNESS POST, AND 18 FEET WEST
 JX1967'OF A WITNESS POST.
 JX1967'
 JX1967'TO REACH FROM THE COURTHOUSE IN MIDDLEBOURNE, GO SOUTH ON STATE
 JX1967'HIGHWAY 18 FOR 0.15 MILE TO A
 JX1967'Y-FORK.  TAKE THE RIGHT FORK (OVER A BRIDGE) AND GO SOUTHWEST ON A
 JX1967'PAVED ROAD FOR 0.15 MILE TO A SIDE
 JX1967'ROAD LEFT.  TURN LEFT AND GO SOUTHEAST AND SOUTH ON THE MAIN
 JX1967'SURFACED ROAD FOR 3.15 MILES TO A Y-FORK
 JX1967'AT THE BOTTOM OF A GRADE.  TAKE THE LEFT FORK
 JX1967'AND GO SOUTHWEST ON A SURFACED ROAD FOR 0.5 MILE TO A
 JX1967'CHURCH AND A SMALL CEMETERY ON THE
 JX1967'RIGHT.  CONTINUE SOUTHWEST ON THE SURFACED ROAD FOR 0.5 MILE TO THE
 JX1967'CENTER OF A CONCRETE BRIDGE.
 JX1967'CONTINUE SOUTHWEST ON THE SURFACED ROAD FOR 1.25 MILES TO A SIDE ROAD
 JX1967'RIGHT, JUST AFTER CROSSING A SMALL
 JX1967'CONCRETE BRIDGE, AND A HOUSE IN A HOLLOW ON THE RIGHT.  TURN
 JX1967'SHARP RIGHT AND GO WEST ON AN OLD ROAD BED UP
 JX1967'CREEK FOR 0.85 MILE TO A DIM SIDE ROAD LEFT
 JX1967'AND AN OLD LOG BARN ON THE LEFT.  CONTINUE AHEAD WESTERLY ON A
 JX1967'DIRT ROAD FOR 0.75 MILE TO AN OLD
 JX1967'SAWMILL ON THE LEFT.  CONTINUE AHEAD WESTERLY ON AN OLD SKID ROAD FOR
 JX1967'0.3 MILE TO THE TOP OF A RIDGE.
 JX1967'
 JX1967'TURN LEFT AND GO SOUTHERLY THROUGH WOODS UPHILL FOR 0.2 MILE TO THE
 JX1967'SUMMIT OF THE HILL AND THE STATION.
 JX1967'
 JX1967'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION OWLSHEAD
 JX1967'1963, THE DISTANCE BEING 3.576
 JX1967'METERS AND 11.73 FEET.
 JX1967'
 JX1967'NOTE- REFERENCE MARKS 1 AND 2 OF THIS STATION WERE RECOVERED IN GOOD
 JX1967'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2939 ***********************************************************************
 JV2939  DESIGNATION -  P 1
 JV2939  PID         -  JV2939
 JV2939  STATE/COUNTY-  WV/JEFFERSON
 JV2939  USGS QUAD   -  HARPERS FERRY (1988)
 JV2939
 JV2939                         *CURRENT SURVEY CONTROL
 JV2939  ___________________________________________________________________
 JV2939* NAD 83(1986)-  39 19 30.     (N)    077 44 19.     (W)     SCALED    
 JV2939* NAVD 88     -       147.443  (meters)     483.74   (feet)  ADJUSTED  
 JV2939  ___________________________________________________________________
 JV2939  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JV2939  DYNAMIC HT  -         147.357 (meters)     483.45  (feet)  COMP
 JV2939  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 JV2939
 JV2939  VERT ORDER  -  FIRST     CLASS II
 JV2939
 JV2939.The horizontal coordinates were scaled from a topographic map and have
 JV2939.an estimated accuracy of +/- 6 seconds.
 JV2939
 JV2939.The orthometric height was determined by differential leveling
 JV2939.and adjusted by the National Geodetic Survey in June 1991..
 JV2939.WARNING-Repeat measurements at this control monument indicate possible
 JV2939.vertical movement.
 JV2939
 JV2939.The geoid height was determined by GEOID03.
 JV2939
 JV2939.The dynamic height is computed by dividing the NAVD 88
 JV2939.geopotential number by the normal gravity value computed on the
 JV2939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2939.degrees latitude (g = 980.6199 gals.).
 JV2939
 JV2939.The modeled gravity was interpolated from observed gravity values.
 JV2939
 JV2939;                    North         East    Units  Estimated Accuracy
 JV2939;SPC WV N     -    93,080.      751,870.      MT  (+/- 180 meters Scaled)
 JV2939
 JV2939                          SUPERSEDED SURVEY CONTROL
 JV2939
 JV2939  NGVD 29 (??/??/??)  147.640  (m)          484.38   (f) ADJUSTED    1 2
 JV2939
 JV2939.Superseded values are not recommended for survey control.
 JV2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2939.See file dsdata.txt to determine how the superseded data were derived.
 JV2939
 JV2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ639564(NAD 83)
 JV2939_MARKER: DB = BENCH MARK DISK
 JV2939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV2939_SP_SET: CANNON MOUNT
 JV2939_STAMPING: 484.382 P 1 1931
 JV2939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2939
 JV2939  HISTORY     - Date     Condition        Report By
 JV2939  HISTORY     - 1931     MONUMENTED       CGS
 JV2939  HISTORY     - 1934     GOOD             CGS
 JV2939  HISTORY     - 1976     GOOD             LOCENG
 JV2939  HISTORY     - 1979     GOOD             NGS
 JV2939  HISTORY     - 1983     GOOD             NGS
 JV2939  HISTORY     - 20031212 GOOD             GEOCAC
 JV2939
 JV2939                          STATION DESCRIPTION
 JV2939
 JV2939'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JV2939'AT HARPERS FERRY.
 JV2939'AT HARPERS FERRY, JEFFERSON COUNTY, IN THE SMALL PARK SOUTH OF
 JV2939'U.S. HIGHWAY 340, NEAR THE TOP OF THE HILL, 30 FEET WEST OF THE
 JV2939'BANDSTAND, AND IN THE TOP OF THE CONCRETE CANNON MOUNT.  A
 JV2939'STANDARD DISK, STAMPED 484.382 P1 1931.
 JV2939
 JV2939                          STATION RECOVERY (1976)
 JV2939
 JV2939'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JV2939'RECOVERED IN GOOD CONDITION.
 JV2939
 JV2939                          STATION RECOVERY (1979)
 JV2939
 JV2939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV2939'0.35 MILE EAST ALONG WASHINGTON STREET FROM THE POST OFFICE IN
 JV2939'HARPERS FERRY TO THE MARK ON THE RIGHT, SET IN TOP OF A CONCRETE
 JV2939'FOUNDATION FOR A CANNON IN A SMALL PARK WITH A BANDSTAND, 49 FEET
 JV2939'SOUTH OF THE CENTER LINE OF WASHINGTON STREET, 83.5 FEET EAST OF THE
 JV2939'CENTER LINE OF GILMORE STREET, 34 FEET NORTHWEST OF THE CENTER OF
 JV2939'THE ENTRANCE STEPS TO THE BANDSTAND.
 JV2939
 JV2939                          STATION RECOVERY (1983)
 JV2939
 JV2939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV2939'RECOVERED IN GOOD CONDITION.
 JV2939
 JV2939                          STATION RECOVERY (2003)
 JV2939
 JV2939'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 JV2939'CONSUMER GRADE HANDHELD GARMIN ETREX GPS RECEIVER RETURNS POSITION
 JV2939'N39D 19M 30.5S, W077D 44M 18.1S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1723 ***********************************************************************
 JX1723  DESIGNATION -  P 1 USGS
 JX1723  PID         -  JX1723
 JX1723  STATE/COUNTY-  WV/WOOD
 JX1723  USGS QUAD   -  PARKERSBURG (1994)
 JX1723
 JX1723                         *CURRENT SURVEY CONTROL
 JX1723  ___________________________________________________________________
 JX1723* NAD 83(1986)-  39 15 58.     (N)    081 33 44.     (W)     SCALED    
 JX1723* NAVD 88     -       188.523  (meters)     618.51   (feet)  ADJUSTED  
 JX1723  ___________________________________________________________________
 JX1723  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JX1723  DYNAMIC HT  -         188.406 (meters)     618.13  (feet)  COMP
 JX1723  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 JX1723
 JX1723  VERT ORDER  -  FIRST     CLASS II
 JX1723
 JX1723.The horizontal coordinates were scaled from a topographic map and have
 JX1723.an estimated accuracy of +/- 6 seconds.
 JX1723
 JX1723.The orthometric height was determined by differential leveling
 JX1723.and adjusted by the National Geodetic Survey in June 1991..
 JX1723
 JX1723.The geoid height was determined by GEOID03.
 JX1723
 JX1723.The dynamic height is computed by dividing the NAVD 88
 JX1723.geopotential number by the normal gravity value computed on the
 JX1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1723.degrees latitude (g = 980.6199 gals.).
 JX1723
 JX1723.The modeled gravity was interpolated from observed gravity values.
 JX1723
 JX1723;                    North         East    Units  Estimated Accuracy
 JX1723;SPC WV N     -    87,090.      422,050.      MT  (+/- 180 meters Scaled)
 JX1723
 JX1723                          SUPERSEDED SURVEY CONTROL
 JX1723
 JX1723.No superseded survey control is available for this station.
 JX1723
 JX1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD514464(NAD 83)
 JX1723_MARKER: DD = SURVEY DISK
 JX1723_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JX1723_MARK LOGO: USGS  
 JX1723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1723+STABILITY: POSITION/ELEVATION WELL
 JX1723
 JX1723  HISTORY     - Date     Condition        Report By
 JX1723  HISTORY     - 1960     MONUMENTED       LOCENG
 JX1723  HISTORY     - 1983     GOOD             NGS
 JX1723  HISTORY     - 1983     GOOD             NGS
 JX1723  HISTORY     - 1983     GOOD             NGS
 JX1723  HISTORY     - 1983     GOOD             NGS
 JX1723  HISTORY     - 1984     GOOD             NGS
 JX1723
 JX1723                          STATION DESCRIPTION
 JX1723
 JX1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1723'AT PARKERSBURG.
 JX1723'AT PARKERSBURG, AT THE SOUTH CORNER OF THE 2-STORY POST OFFICE
 JX1723'BUILDING, 3.1 FEET NORTHWEST OF THE SOUTH CORNER OF THE POST OFFICE
 JX1723'BUILDING, 65.1 FEET NW OF THE CENTERLINE OF JULIANA STREET 37.8
 JX1723'N E. OF THE CENTERLINE OF 4TH STREET, AND SET IN THE SOUTHWEST
 JX1723'FACE OF THE BUILDING ABOUT 5.1 FEET ABOVE THE GROUND.
 JX1723
 JX1723                          STATION RECOVERY (1983)
 JX1723
 JX1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1723'IN PARKERSBURG, AT THE POST OFFICE LOCATED AT THE INTERSECTION OF
 JX1723'JULIANA AND FOURTH STREETS, SET VERTICALLY IN THE SOUTHWEST FACE OF
 JX1723'THE BUILDING, NEAR THE SOUTH CORNER, 14.0 METERS (46.0 FT) NORTHWEST
 JX1723'OF THE NORTHWEST CURB OF JULIANA STREET, 6.70 METERS (22.0 FT)
 JX1723'NORTHEAST OF THE NORTHEAST CURB OF FOURTH STREET, 0.97 METER (3.2 FT)
 JX1723'NORTHWEST OF THE SOUTH CORNER OF THE POST OFFICE.
 JX1723'THE MARK IS 1.5 M ABOVE SIDEWALK.
 JX1723
 JX1723                          STATION RECOVERY (1983)
 JX1723
 JX1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1723'RECOVERED IN GOOD CONDITION.
 JX1723
 JX1723                          STATION RECOVERY (1983)
 JX1723
 JX1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1723'RECOVERED IN GOOD CONDITION.
 JX1723
 JX1723                          STATION RECOVERY (1984)
 JX1723
 JX1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1477 ***********************************************************************
 HX1477  DESIGNATION -  P 10
 HX1477  PID         -  HX1477
 HX1477  STATE/COUNTY-  WV/BRAXTON
 HX1477  USGS QUAD   -  ORLANDO (1989)
 HX1477
 HX1477                         *CURRENT SURVEY CONTROL
 HX1477  ___________________________________________________________________
 HX1477* NAD 83(1986)-  38 52 16.     (N)    080 36 44.     (W)     SCALED    
 HX1477* NAVD 88     -       235.746  (meters)     773.44   (feet)  ADJUSTED  
 HX1477  ___________________________________________________________________
 HX1477  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HX1477  DYNAMIC HT  -         235.594 (meters)     772.94  (feet)  COMP
 HX1477  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 HX1477
 HX1477  VERT ORDER  -  SECOND    CLASS 0
 HX1477
 HX1477.The horizontal coordinates were scaled from a topographic map and have
 HX1477.an estimated accuracy of +/- 6 seconds.
 HX1477
 HX1477.The orthometric height was determined by differential leveling
 HX1477.and adjusted by the National Geodetic Survey in June 1991..
 HX1477
 HX1477.The geoid height was determined by GEOID03.
 HX1477
 HX1477.The dynamic height is computed by dividing the NAVD 88
 HX1477.geopotential number by the normal gravity value computed on the
 HX1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1477.degrees latitude (g = 980.6199 gals.).
 HX1477
 HX1477.The modeled gravity was interpolated from observed gravity values.
 HX1477
 HX1477;                    North         East    Units  Estimated Accuracy
 HX1477;SPC WV S     -   207,750.      633,650.      MT  (+/- 180 meters Scaled)
 HX1477
 HX1477                          SUPERSEDED SURVEY CONTROL
 HX1477
 HX1477  NGVD 29 (??/??/92)  235.924  (m)          774.03   (f) ADJ UNCH    2 0
 HX1477
 HX1477.Superseded values are not recommended for survey control.
 HX1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1477.See file dsdata.txt to determine how the superseded data were derived.
 HX1477
 HX1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND336025(NAD 83)
 HX1477_MARKER: DB = BENCH MARK DISK
 HX1477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1477_SP_SET: ABUTMENT
 HX1477_STAMPING: P 10 1933
 HX1477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1477
 HX1477  HISTORY     - Date     Condition        Report By
 HX1477  HISTORY     - 1933     MONUMENTED       CGS
 HX1477  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1477
 HX1477                          STATION DESCRIPTION
 HX1477
 HX1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1477'1 MI W FROM ORLANDO.
 HX1477'IN BRAXTON COUNTY, 1 MILE WEST ALONG THE BALTIMORE AND OHIO
 HX1477'RAILROAD FROM THE STATION AT ORLANDO, LEWIS COUNTY, AT ORLANDO
 HX1477'JUNCTION, BRAXTON COUNTY, 14 RAILS WEST OF THE WATER TANK, 100
 HX1477'FEET NORTH OF THE CENTERLINE OF THE RICHWOOD BRANCH TRACK, AT
 HX1477'THE BRIDGE OVER OIL CREEK, IN THE TOP OF THE SOUTH END OF THE
 HX1477'EAST ABUTMENT, 20 FEET SOUTH OF THE CENTERLINE OF THE CHARLESTON
 HX1477'BRANCH TRACK, AND 10 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1229 ***********************************************************************
 JX1229  DESIGNATION -  P 100
 JX1229  PID         -  JX1229
 JX1229  STATE/COUNTY-  WV/WOOD
 JX1229  USGS QUAD   -  LUBECK (1994)
 JX1229
 JX1229                         *CURRENT SURVEY CONTROL
 JX1229  ___________________________________________________________________
 JX1229* NAD 83(1986)-  39 07 49.     (N)    081 41 20.     (W)     SCALED    
 JX1229* NAVD 88     -       197.775  (meters)     648.87   (feet)  ADJUSTED  
 JX1229  ___________________________________________________________________
 JX1229  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX1229  DYNAMIC HT  -         197.650 (meters)     648.46  (feet)  COMP
 JX1229  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 JX1229
 JX1229  VERT ORDER  -  SECOND    CLASS 0
 JX1229
 JX1229.The horizontal coordinates were scaled from a topographic map and have
 JX1229.an estimated accuracy of +/- 6 seconds.
 JX1229
 JX1229.The orthometric height was determined by differential leveling
 JX1229.and adjusted by the National Geodetic Survey in June 1991..
 JX1229
 JX1229.The geoid height was determined by GEOID03.
 JX1229
 JX1229.The dynamic height is computed by dividing the NAVD 88
 JX1229.geopotential number by the normal gravity value computed on the
 JX1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1229.degrees latitude (g = 980.6199 gals.).
 JX1229
 JX1229.The modeled gravity was interpolated from observed gravity values.
 JX1229
 JX1229;                    North         East    Units  Estimated Accuracy
 JX1229;SPC WV N     -    72,280.      410,760.      MT  (+/- 180 meters Scaled)
 JX1229
 JX1229                          SUPERSEDED SURVEY CONTROL
 JX1229
 JX1229  NGVD 29 (??/??/92)  197.951  (m)          649.44   (f) ADJ UNCH    2 0
 JX1229
 JX1229.Superseded values are not recommended for survey control.
 JX1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1229.See file dsdata.txt to determine how the superseded data were derived.
 JX1229
 JX1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD404314(NAD 83)
 JX1229_MARKER: DB = BENCH MARK DISK
 JX1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1229_STAMPING: P 100 1956
 JX1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1229+STABILITY: SURFACE MOTION
 JX1229
 JX1229  HISTORY     - Date     Condition        Report By
 JX1229  HISTORY     - 1956     MONUMENTED       CGS
 JX1229  HISTORY     - 1963     GOOD             NGS
 JX1229  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1229  HISTORY     - 1984     MARK NOT FOUND   NGS
 JX1229
 JX1229                          STATION DESCRIPTION
 JX1229
 JX1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1229'2.8 MI E FROM BELLEVILLE.
 JX1229'2.8 MILES EAST ALONG A GRAVEL ROAD FROM THE BALTIMORE AND
 JX1229'OHIO RAILROAD STATION ADN INTERSECTION OF STATE HIGHWAY 2 AT
 JX1229'BELLEVILLE, ABOUT 0.2 MILE EAST OF JUNCTION OF A ROAD SOUTH,
 JX1229'ON THE OUTSIDE OF A SHORT CURVE WITH TANGENTS EXTENDING WEST
 JX1229'AND SOUTH-SOUTHEAST, 21 FEET NORTHEAST OF CENTER LINE OF ROAD,
 JX1229'71 FEET NORTH-NORTHEAST AND ACROSS ROAD FROM NORTH CORNER OF
 JX1229'A BARN, 20 FEET EAST-SOUTHEAST OF NORTHEAST END OF A 30-INCH
 JX1229'TILE PIPE CULVERT UNDER ROAD, 1 1/2 FEET SOUTHWEST OF A FENCE
 JX1229'LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 JX1229'FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX1229'PROJECTING 3 INCHES.
 JX1229
 JX1229                          STATION RECOVERY (1963)
 JX1229
 JX1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1229'RECOVERED IN GOOD CONDITION.
 JX1229
 JX1229                          STATION RECOVERY (1976)
 JX1229
 JX1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1229'MARK NOT FOUND.
 JX1229
 JX1229                          STATION RECOVERY (1984)
 JX1229
 JX1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1235 ***********************************************************************
 JX1235  DESIGNATION -  P 101
 JX1235  PID         -  JX1235
 JX1235  STATE/COUNTY-  WV/WOOD
 JX1235  USGS QUAD   -  ROCKPORT (1975)
 JX1235
 JX1235                         *CURRENT SURVEY CONTROL
 JX1235  ___________________________________________________________________
 JX1235* NAD 83(1986)-  39 05 41.     (N)    081 36 58.     (W)     SCALED    
 JX1235* NAVD 88     -       259.079  (meters)     850.00   (feet)  ADJUSTED  
 JX1235  ___________________________________________________________________
 JX1235  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JX1235  DYNAMIC HT  -         258.916 (meters)     849.46  (feet)  COMP
 JX1235  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JX1235
 JX1235  VERT ORDER  -  SECOND    CLASS 0
 JX1235
 JX1235.The horizontal coordinates were scaled from a topographic map and have
 JX1235.an estimated accuracy of +/- 6 seconds.
 JX1235
 JX1235.The orthometric height was determined by differential leveling
 JX1235.and adjusted by the National Geodetic Survey in June 1991..
 JX1235
 JX1235.The geoid height was determined by GEOID03.
 JX1235
 JX1235.The dynamic height is computed by dividing the NAVD 88
 JX1235.geopotential number by the normal gravity value computed on the
 JX1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1235.degrees latitude (g = 980.6199 gals.).
 JX1235
 JX1235.The modeled gravity was interpolated from observed gravity values.
 JX1235
 JX1235;                    North         East    Units  Estimated Accuracy
 JX1235;SPC WV N     -    68,180.      416,950.      MT  (+/- 180 meters Scaled)
 JX1235
 JX1235                          SUPERSEDED SURVEY CONTROL
 JX1235
 JX1235  NGVD 29 (??/??/92)  259.244  (m)          850.54   (f) ADJ UNCH    2 0
 JX1235
 JX1235.Superseded values are not recommended for survey control.
 JX1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1235.See file dsdata.txt to determine how the superseded data were derived.
 JX1235
 JX1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD467274(NAD 83)
 JX1235_MARKER: DB = BENCH MARK DISK
 JX1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1235_STAMPING: P 101 1956
 JX1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1235+STABILITY: SURFACE MOTION
 JX1235
 JX1235  HISTORY     - Date     Condition        Report By
 JX1235  HISTORY     - 1956     MONUMENTED       CGS
 JX1235
 JX1235                          STATION DESCRIPTION
 JX1235
 JX1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1235'4.7 MI NW FROM ROCKPORT.
 JX1235'4.7 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD FROM THE
 JX1235'SCHOOL AND JUNCTION OF U.S. HIGHWAY 21 AT ROCKPORT, ABOUT 0.55
 JX1235'MILE SOUTHEAST OF LEE CREEK CHURCH OF THE NAZARENE, ABOUT 0.35
 JX1235'MILE NORTHWEST OF JUNCTION OF A ROAD NORTH, 26 FEET SOUTHWEST
 JX1235'OF CENTER LINE OF ROAD, 291 FEET NORTHWEST OF CENTER OF JUNCTION
 JX1235'OF ROAD AND A DRIVE SOUTHWEST TO A FARM HOUSE, 26 FEET
 JX1235'EAST-NORTHEAST OF A LONE 10-INCH HICKORY TREE WHICH IS IN A FENCE
 JX1235'LINE, 4 1/2 FEET WEST-SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTHWEST
 JX1235'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF
 JX1235'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2672 ***********************************************************************
 HX2672  DESIGNATION -  P 102
 HX2672  PID         -  HX2672
 HX2672  STATE/COUNTY-  WV/JACKSON
 HX2672  USGS QUAD   -  LIVERPOOL (1975)
 HX2672
 HX2672                         *CURRENT SURVEY CONTROL
 HX2672  ___________________________________________________________________
 HX2672* NAD 83(1986)-  38 59 17.     (N)    081 33 24.     (W)     SCALED    
 HX2672* NAVD 88     -       211.071  (meters)     692.49   (feet)  ADJUSTED  
 HX2672  ___________________________________________________________________
 HX2672  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HX2672  DYNAMIC HT  -         210.935 (meters)     692.04  (feet)  COMP
 HX2672  MODELED GRAV-     979,982.5   (mgal)                       NAVD 88
 HX2672
 HX2672  VERT ORDER  -  SECOND    CLASS 0
 HX2672
 HX2672.The horizontal coordinates were scaled from a topographic map and have
 HX2672.an estimated accuracy of +/- 6 seconds.
 HX2672
 HX2672.The orthometric height was determined by differential leveling
 HX2672.and adjusted by the National Geodetic Survey in June 1991..
 HX2672
 HX2672.The geoid height was determined by GEOID03.
 HX2672
 HX2672.The dynamic height is computed by dividing the NAVD 88
 HX2672.geopotential number by the normal gravity value computed on the
 HX2672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2672.degrees latitude (g = 980.6199 gals.).
 HX2672
 HX2672.The modeled gravity was interpolated from observed gravity values.
 HX2672
 HX2672;                    North         East    Units  Estimated Accuracy
 HX2672;SPC WV S     -   220,810.      551,770.      MT  (+/- 180 meters Scaled)
 HX2672
 HX2672                          SUPERSEDED SURVEY CONTROL
 HX2672
 HX2672  NGVD 29 (??/??/92)  211.246  (m)          693.06   (f) ADJ UNCH    2 0
 HX2672
 HX2672.Superseded values are not recommended for survey control.
 HX2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2672.See file dsdata.txt to determine how the superseded data were derived.
 HX2672
 HX2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD517155(NAD 83)
 HX2672_MARKER: DB = BENCH MARK DISK
 HX2672_SETTING: 66 = SET IN ROCK OUTCROP
 HX2672_SP_SET: ROCK LEDGE
 HX2672_STAMPING: P 102 1956
 HX2672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2672+STABILITY: POSITION/ELEVATION WELL
 HX2672
 HX2672  HISTORY     - Date     Condition        Report By
 HX2672  HISTORY     - 1956     MONUMENTED       CGS
 HX2672  HISTORY     - 1976     GOOD             NGS
 HX2672
 HX2672                          STATION DESCRIPTION
 HX2672
 HX2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2672'4.3 MI NE FROM LOCKHART.
 HX2672'ABOUT 2.7 MILES NORTHEAST ALONG U.S. HIGHWAY 21 FROM BALDERSONS
 HX2672'STORE AT LOCKHART, THENCE ABOUT 1.2 MILES EAST ALONG A GRAVEL
 HX2672'ROAD, THENCE ABOUT 0.4 MILE NORTHEAST ALONG A GRAVEL ROAD, 25
 HX2672'FEET SOUTH OF CENTER LINE OF ROAD, SET VERTICALLY IN A SANDSTONE
 HX2672'LEDGE, 144 FEET SOUTH-SOUTHWEST AND ACROSS ROAD FROM THE
 HX2672'SOUTHWEST CORNER OF A TWO-STORY WHITE FRAME HOUSE, 108 FEET
 HX2672'EAST OF SOUTHEAST CORNER OF A 20-FOOT WOODEN DECK BRIDGE UNDER
 HX2672'ROAD, 18 FEET WEST OF EAST END OF LEDGE, ABOUT 1 1/2 FEET ABOVE
 HX2672'LEVEL OF ROAD AND ABOUT 2 1/2 FEET ABOVE GROUND.
 HX2672
 HX2672                          STATION RECOVERY (1976)
 HX2672
 HX2672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0424 ***********************************************************************
 HY0424  DESIGNATION -  P 104
 HY0424  PID         -  HY0424
 HY0424  STATE/COUNTY-  WV/MASON
 HY0424  USGS QUAD   -  CHESHIRE (1989)
 HY0424
 HY0424                         *CURRENT SURVEY CONTROL
 HY0424  ___________________________________________________________________
 HY0424* NAD 83(1986)-  38 56 40.     (N)    082 05 22.     (W)     SCALED    
 HY0424* NAVD 88     -       171.932  (meters)     564.08   (feet)  ADJUSTED  
 HY0424  ___________________________________________________________________
 HY0424  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HY0424  DYNAMIC HT  -         171.824 (meters)     563.73  (feet)  COMP
 HY0424  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 HY0424
 HY0424  VERT ORDER  -  SECOND    CLASS 0
 HY0424
 HY0424.The horizontal coordinates were scaled from a topographic map and have
 HY0424.an estimated accuracy of +/- 6 seconds.
 HY0424
 HY0424.The orthometric height was determined by differential leveling
 HY0424.and adjusted by the National Geodetic Survey in June 1991..
 HY0424
 HY0424.The geoid height was determined by GEOID03.
 HY0424
 HY0424.The dynamic height is computed by dividing the NAVD 88
 HY0424.geopotential number by the normal gravity value computed on the
 HY0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0424.degrees latitude (g = 980.6199 gals.).
 HY0424
 HY0424.The modeled gravity was interpolated from observed gravity values.
 HY0424
 HY0424;                    North         East    Units  Estimated Accuracy
 HY0424;SPC WV S     -   216,380.      505,550.      MT  (+/- 180 meters Scaled)
 HY0424
 HY0424                          SUPERSEDED SURVEY CONTROL
 HY0424
 HY0424  NGVD 29 (??/??/92)  172.122  (m)          564.70   (f) ADJ UNCH    2 0
 HY0424
 HY0424.Superseded values are not recommended for survey control.
 HY0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0424.See file dsdata.txt to determine how the superseded data were derived.
 HY0424
 HY0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD055111(NAD 83)
 HY0424_MARKER: DB = BENCH MARK DISK
 HY0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0424_STAMPING: P 104 1956
 HY0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0424+STABILITY: SURFACE MOTION
 HY0424
 HY0424  HISTORY     - Date     Condition        Report By
 HY0424  HISTORY     - 1956     MONUMENTED       CGS
 HY0424  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0424
 HY0424                          STATION DESCRIPTION
 HY0424
 HY0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0424'0.9 MI S FROM LAKIN.
 HY0424'0.9 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HY0424'STATION AT LAKIN, AT A DIM ROAD CROSSING, 25 FEET WEST-NORTHWEST
 HY0424'OF NEAR RAIL, 88 FEET NORTH OF CENTER OF DIM ROAD CROSSING, 31
 HY0424'FEET NORTH-NORTHWEST OF TELEPHONE POLE NO. 164/25, 15 FEET
 HY0424'EAST OF CENTER LINE OF DIM ROAD, 9 FEET NORTHEAST OF A LONE
 HY0424'20-INCH OAK TREE, 31 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 3
 HY0424'FEET WEST-NORTHWEST OF A FENCE LINE, 2 FEET NORTH-NORTHEAST OF
 HY0424'A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW LEVEL OF TRACK
 HY0424'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HY0424
 HY0424                          STATION RECOVERY (1984)
 HY0424
 HY0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0424'NOT RECOVERED, THE LOCATION IS AT THE SOUTH CORNER OF A FARM FIELD
 HY0424'WHICH HAS BEEN PLOWED, ONLY CHIPS OF CONCRETE WERE FOUND, NO SIGNS OF
 HY0424'THE DISK OR CONCRETE POST, BELIEVED DESTROYED OR COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2378 ***********************************************************************
 HX2378  DESIGNATION -  P 105
 HX2378  PID         -  HX2378
 HX2378  STATE/COUNTY-  WV/JACKSON
 HX2378  USGS QUAD   -  KENNA (1975)
 HX2378
 HX2378                         *CURRENT SURVEY CONTROL
 HX2378  ___________________________________________________________________
 HX2378* NAD 83(1986)-  38 42 11.     (N)    081 39 51.     (W)     SCALED    
 HX2378* NAVD 88     -       223.737  (meters)     734.04   (feet)  ADJUSTED  
 HX2378  ___________________________________________________________________
 HX2378  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 HX2378  DYNAMIC HT  -         223.588 (meters)     733.55  (feet)  COMP
 HX2378  MODELED GRAV-     979,956.7   (mgal)                       NAVD 88
 HX2378
 HX2378  VERT ORDER  -  SECOND    CLASS 0
 HX2378
 HX2378.The horizontal coordinates were scaled from a topographic map and have
 HX2378.an estimated accuracy of +/- 6 seconds.
 HX2378
 HX2378.The orthometric height was determined by differential leveling
 HX2378.and adjusted by the National Geodetic Survey in June 1991..
 HX2378
 HX2378.The geoid height was determined by GEOID03.
 HX2378
 HX2378.The dynamic height is computed by dividing the NAVD 88
 HX2378.geopotential number by the normal gravity value computed on the
 HX2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2378.degrees latitude (g = 980.6199 gals.).
 HX2378
 HX2378.The modeled gravity was interpolated from observed gravity values.
 HX2378
 HX2378;                    North         East    Units  Estimated Accuracy
 HX2378;SPC WV S     -   189,230.      542,230.      MT  (+/- 180 meters Scaled)
 HX2378
 HX2378                          SUPERSEDED SURVEY CONTROL
 HX2378
 HX2378  NGVD 29 (??/??/92)  223.919  (m)          734.64   (f) ADJ UNCH    2 0
 HX2378
 HX2378.Superseded values are not recommended for survey control.
 HX2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2378.See file dsdata.txt to determine how the superseded data were derived.
 HX2378
 HX2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC422840(NAD 83)
 HX2378_MARKER: DB = BENCH MARK DISK
 HX2378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2378_SP_SET: ABUTMENT
 HX2378_STAMPING: P 105 1956
 HX2378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2378
 HX2378  HISTORY     - Date     Condition        Report By
 HX2378  HISTORY     - 1956     MONUMENTED       CGS
 HX2378
 HX2378                          STATION DESCRIPTION
 HX2378
 HX2378'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2378'2 MI N FROM KENNA.
 HX2378'ABOUT 1.95 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION OF
 HX2378'ROAD EAST TO KENTUCK AT KENNA, ABOUT 0.9 MILE NORTH OF PLEASANT
 HX2378'VALLEY ROAD LEADING WEST, IN THE TOP OF WEST END OF NORTH CONCRETE
 HX2378'ABUTMENT OF A 12-FOOT BRIDGE OVER A CREEK BRANCH, 17 FEET WEST OF
 HX2378'CENTER LINE OF HIGHWAY, 1.3 FEET WEST OF STEEL BANISTER AND ABOUT
 HX2378'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2374 ***********************************************************************
 HX2374  DESIGNATION -  P 106
 HX2374  PID         -  HX2374
 HX2374  STATE/COUNTY-  WV/JACKSON
 HX2374  USGS QUAD   -  KENNA (1975)
 HX2374
 HX2374                         *CURRENT SURVEY CONTROL
 HX2374  ___________________________________________________________________
 HX2374* NAD 83(1986)-  38 42 25.     (N)    081 42 03.     (W)     SCALED    
 HX2374* NAVD 88     -       216.035  (meters)     708.77   (feet)  ADJUSTED  
 HX2374  ___________________________________________________________________
 HX2374  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HX2374  DYNAMIC HT  -         215.891 (meters)     708.30  (feet)  COMP
 HX2374  MODELED GRAV-     979,957.6   (mgal)                       NAVD 88
 HX2374
 HX2374  VERT ORDER  -  SECOND    CLASS 0
 HX2374
 HX2374.The horizontal coordinates were scaled from a topographic map and have
 HX2374.an estimated accuracy of +/- 6 seconds.
 HX2374
 HX2374.The orthometric height was determined by differential leveling
 HX2374.and adjusted by the National Geodetic Survey in June 1991..
 HX2374
 HX2374.The geoid height was determined by GEOID03.
 HX2374
 HX2374.The dynamic height is computed by dividing the NAVD 88
 HX2374.geopotential number by the normal gravity value computed on the
 HX2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2374.degrees latitude (g = 980.6199 gals.).
 HX2374
 HX2374.The modeled gravity was interpolated from observed gravity values.
 HX2374
 HX2374;                    North         East    Units  Estimated Accuracy
 HX2374;SPC WV S     -   189,690.      539,040.      MT  (+/- 180 meters Scaled)
 HX2374
 HX2374                          SUPERSEDED SURVEY CONTROL
 HX2374
 HX2374  NGVD 29 (??/??/92)  216.216  (m)          709.37   (f) ADJ UNCH    2 0
 HX2374
 HX2374.Superseded values are not recommended for survey control.
 HX2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2374.See file dsdata.txt to determine how the superseded data were derived.
 HX2374
 HX2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC390844(NAD 83)
 HX2374_MARKER: DB = BENCH MARK DISK
 HX2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2374_STAMPING: P 106 1956
 HX2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2374+STABILITY: SURFACE MOTION
 HX2374
 HX2374  HISTORY     - Date     Condition        Report By
 HX2374  HISTORY     - 1956     MONUMENTED       CGS
 HX2374
 HX2374                          STATION DESCRIPTION
 HX2374
 HX2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2374'2.6 MI SE FROM GIVEN.
 HX2374'ABOUT 2.65 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING LEFT
 HX2374'FORK OF PARCHMENT CREEK FROM PARCHMENT CHAPEL AT GIVEN, ABOUT
 HX2374'0.35 MILE WEST OF CROSSING OF A PIPE LINE, AT THE NORTHWEST END OF A
 HX2374'CURVE WITH TANGENTS EXTENDING NORTHWEST AND EAST AND AT JUNCTION
 HX2374'OF A DIRT ROAD LEADING SOUTH, 13 FEET SOUTHWEST OF CENTER LINE
 HX2374'OF GRAVEL ROAD AT CENTER OF JUNCTION OF NORTHWEST LEG OF ROAD
 HX2374'SOUTH, 12 FEET SOUTHEAST OF A 16-INCH MAPLE TREE, 24 FEET
 HX2374'SOUTHEAST OF AN 18-INCH MAPLE TREE, BETWEEN THE ROAD AND CREEK
 HX2374'BED AND ON SHOULDER OF ROAD, 2 FEET NORTHWEST OF A WHITE WOODEN
 HX2374'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 HX2374'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2472 ***********************************************************************
 HX2472  DESIGNATION -  P 107
 HX2472  PID         -  HX2472
 HX2472  STATE/COUNTY-  WV/JACKSON
 HX2472  USGS QUAD   -  GAY (1987)
 HX2472
 HX2472                         *CURRENT SURVEY CONTROL
 HX2472  ___________________________________________________________________
 HX2472* NAD 83(1986)-  38 47 39.     (N)    081 36 15.     (W)     SCALED    
 HX2472* NAVD 88     -       195.356  (meters)     640.93   (feet)  ADJUSTED  
 HX2472  ___________________________________________________________________
 HX2472  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HX2472  DYNAMIC HT  -         195.228 (meters)     640.51  (feet)  COMP
 HX2472  MODELED GRAV-     979,965.6   (mgal)                       NAVD 88
 HX2472
 HX2472  VERT ORDER  -  SECOND    CLASS 0
 HX2472
 HX2472.The horizontal coordinates were scaled from a topographic map and have
 HX2472.an estimated accuracy of +/- 6 seconds.
 HX2472
 HX2472.The orthometric height was determined by differential leveling
 HX2472.and adjusted by the National Geodetic Survey in June 1991..
 HX2472
 HX2472.The geoid height was determined by GEOID03.
 HX2472
 HX2472.The dynamic height is computed by dividing the NAVD 88
 HX2472.geopotential number by the normal gravity value computed on the
 HX2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2472.degrees latitude (g = 980.6199 gals.).
 HX2472
 HX2472.The modeled gravity was interpolated from observed gravity values.
 HX2472
 HX2472;                    North         East    Units  Estimated Accuracy
 HX2472;SPC WV S     -   199,310.      547,510.      MT  (+/- 180 meters Scaled)
 HX2472
 HX2472                          SUPERSEDED SURVEY CONTROL
 HX2472
 HX2472  NGVD 29 (??/??/92)  195.531  (m)          641.50   (f) ADJ UNCH    2 0
 HX2472
 HX2472.Superseded values are not recommended for survey control.
 HX2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2472.See file dsdata.txt to determine how the superseded data were derived.
 HX2472
 HX2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC475941(NAD 83)
 HX2472_MARKER: DB = BENCH MARK DISK
 HX2472_SETTING: 66 = SET IN ROCK OUTCROP
 HX2472_SP_SET: ROCK OUTCROP
 HX2472_STAMPING: P 107 1956
 HX2472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2472+STABILITY: POSITION/ELEVATION WELL
 HX2472
 HX2472  HISTORY     - Date     Condition        Report By
 HX2472  HISTORY     - 1956     MONUMENTED       CGS
 HX2472
 HX2472                          STATION DESCRIPTION
 HX2472
 HX2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2472'7.1 MI SE FROM RIPLEY.
 HX2472'ABOUT 3.85 MILES EAST AONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX2472'AT RIPLEY, THENCE ABOUT 3.25 MILES SOUTHEAST ALONG A BLACK TOP
 HX2472'ROAD LEADING TO GAY, NEAR THE NORTHWEST END OF A ROCK QUARRY AND
 HX2472'AT A ROCK CUT, 18 FEET NORTHEAST OF CENTER LINE OF ROAD, 237 FEET
 HX2472'SOUTHEAST OF SOUTHEAST END OF NORTHEAST CONCRETE HEADWALL OF AN
 HX2472'8-FOOT CONCRETE CONCRETE CULVERT FOR A CREEK BRANCH, 127 YARDS
 HX2472'SOUTHEAST OF JUNCTION OF A ROAD NORTHEAST, SET VERTICALLY ABOUT
 HX2472'2 FEET ABOVE GROUND IN THE SOUTHWEST FACE OF A 7-FOOT HIGH 22-FOOT
 HX2472'WIDE EXPOSED PART OF A RED SANDSTONE OUTCROP, 17 FEET SOUTHEAST
 HX2472'OF NORTHWEST END OF OUTCROP AND ABOUT 2 1/2 FEET ABOVE LEVEL OF
 HX2472'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2443 ***********************************************************************
 HX2443  DESIGNATION -  P 108
 HX2443  PID         -  HX2443
 HX2443  STATE/COUNTY-  WV/JACKSON
 HX2443  USGS QUAD   -  ELMWOOD (1975)
 HX2443
 HX2443                         *CURRENT SURVEY CONTROL
 HX2443  ___________________________________________________________________
 HX2443* NAD 83(1986)-  38 42 37.     (N)    081 46 14.     (W)     SCALED    
 HX2443* NAVD 88     -       225.218  (meters)     738.90   (feet)  ADJUSTED  
 HX2443  ___________________________________________________________________
 HX2443  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HX2443  DYNAMIC HT  -         225.068 (meters)     738.41  (feet)  COMP
 HX2443  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 HX2443
 HX2443  VERT ORDER  -  SECOND    CLASS 0
 HX2443
 HX2443.The horizontal coordinates were scaled from a topographic map and have
 HX2443.an estimated accuracy of +/- 6 seconds.
 HX2443
 HX2443.The orthometric height was determined by differential leveling
 HX2443.and adjusted by the National Geodetic Survey in June 1991..
 HX2443
 HX2443.The geoid height was determined by GEOID03.
 HX2443
 HX2443.The dynamic height is computed by dividing the NAVD 88
 HX2443.geopotential number by the normal gravity value computed on the
 HX2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2443.degrees latitude (g = 980.6199 gals.).
 HX2443
 HX2443.The modeled gravity was interpolated from observed gravity values.
 HX2443
 HX2443;                    North         East    Units  Estimated Accuracy
 HX2443;SPC WV S     -   190,110.      532,980.      MT  (+/- 180 meters Scaled)
 HX2443
 HX2443                          SUPERSEDED SURVEY CONTROL
 HX2443
 HX2443  NGVD 29 (??/??/92)  225.402  (m)          739.51   (f) ADJ UNCH    2 0
 HX2443
 HX2443.Superseded values are not recommended for survey control.
 HX2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2443.See file dsdata.txt to determine how the superseded data were derived.
 HX2443
 HX2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC330849(NAD 83)
 HX2443_MARKER: DB = BENCH MARK DISK
 HX2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2443_STAMPING: P 108 1956
 HX2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2443+STABILITY: SURFACE MOTION
 HX2443
 HX2443  HISTORY     - Date     Condition        Report By
 HX2443  HISTORY     - 1956     MONUMENTED       CGS
 HX2443
 HX2443                          STATION DESCRIPTION
 HX2443
 HX2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2443'1.2 MI E FROM ROCKCASTLE.
 HX2443'ABOUT 1.15 MILES EAST ALONG A GRAVEL ROAD FOLLOWING THIRTEENMILE
 HX2443'CREEK FROM THE STORE AND GAS STATION AT ROCKCASTLE, ABOUT 0.5
 HX2443'MILE WEST OF LONE OAK BAPTIST CHURCH, ABOUT 0.65 MILE EAST OF A
 HX2443'BRIDGE OVER A CREEK BRANCH, ABOUT 0.4 MILE EAST OF BRIDGE OVER
 HX2443'CREEK BRANCH, IN THE TOP OF A NARROW MOUND, BETWEEN THE NEW AND
 HX2443'OLD ROAD DITCHES, 19 FEET NORTHEAST OF CENTER LINE OF ROAD, 182
 HX2443'FEET NORTHWEST OF CENTER OF JUNCTION OF A ROAD SOUTHEAST FORDING
 HX2443'CREEK, 28 FEET SOUTH OF A TALL 36-INCH WHITE OAK TREE WHICH IS IN
 HX2443'A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 HX2443'ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 HX2443'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2550 ***********************************************************************
 HY2550  DESIGNATION -  P 109 RESET
 HY2550  PID         -  HY2550
 HY2550  STATE/COUNTY-  WV/CABELL
 HY2550  USGS QUAD   -  BARBOURSVILLE (1985)
 HY2550
 HY2550                         *CURRENT SURVEY CONTROL
 HY2550  ___________________________________________________________________
 HY2550* NAD 83(1986)-  38 28 44.     (N)    082 17 56.     (W)     SCALED    
 HY2550* NAVD 88     -       170.58   (meters)     559.6    (feet)  RESET     
 HY2550  ___________________________________________________________________
 HY2550  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HY2550
 HY2550  VERT ORDER  -  THIRD
 HY2550
 HY2550.The horizontal coordinates were scaled from a topographic map and have
 HY2550.an estimated accuracy of +/- 6 seconds.
 HY2550
 HY2550.The orthometric height was computed from unverified reset data.
 HY2550.No vertical observational check was made to the station.
 HY2550
 HY2550.The geoid height was determined by GEOID03.
 HY2550
 HY2550;                    North         East    Units  Estimated Accuracy
 HY2550;SPC WV S     -   164,940.      486,670.      MT  (+/- 180 meters Scaled)
 HY2550
 HY2550                          SUPERSEDED SURVEY CONTROL
 HY2550
 HY2550  NGVD 29 (09/25/03)  170.74   (m)          560.2    (f) RESET       3  
 HY2550
 HY2550.Superseded values are not recommended for survey control.
 HY2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2550.See file dsdata.txt to determine how the superseded data were derived.
 HY2550
 HY2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC867597(NAD 83)
 HY2550_MARKER: DV = VERTICAL CONTROL DISK
 HY2550_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HY2550_SP_SET: BRIDGE ABUTMENT
 HY2550_STAMPING: P 109 RESET 1989
 HY2550_MARK LOGO: NGS   
 HY2550_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2550
 HY2550  HISTORY     - Date     Condition        Report By
 HY2550  HISTORY     - 1989     MONUMENTED       WVHD
 HY2550  HISTORY     - 20051117 MARK NOT FOUND   RTI
 HY2550
 HY2550                          STATION DESCRIPTION
 HY2550
 HY2550'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1989
 HY2550'ON THE SOUTHEAST PART OF BRIDGE NO. 3536, OVER 9 MILE (14.5 KM)
 HY2550'CREEK, 20 FEET (6.1 M) RIGHT OF CENTERLINE OF ROUTE 2, STATION
 HY2550'313+93.
 HY2550
 HY2550                          STATION RECOVERY (2005)
 HY2550
 HY2550'RECOVERY NOTE BY RAHALL TRANSPORTATION INSTITUTE 2005 (PJD)
 HY2550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1532 ***********************************************************************
 HX1532  DESIGNATION -  P 11
 HX1532  PID         -  HX1532
 HX1532  STATE/COUNTY-  WV/BRAXTON
 HX1532  USGS QUAD   -  STRANGE CREEK (1976)
 HX1532
 HX1532                         *CURRENT SURVEY CONTROL
 HX1532  ___________________________________________________________________
 HX1532* NAD 83(1986)-  38 35 05.     (N)    080 55 41.     (W)     SCALED    
 HX1532* NAVD 88     -       248.487  (meters)     815.24   (feet)  ADJUSTED  
 HX1532  ___________________________________________________________________
 HX1532  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HX1532  DYNAMIC HT  -         248.320 (meters)     814.70  (feet)  COMP
 HX1532  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 HX1532
 HX1532  VERT ORDER  -  SECOND    CLASS 0
 HX1532
 HX1532.The horizontal coordinates were scaled from a topographic map and have
 HX1532.an estimated accuracy of +/- 6 seconds.
 HX1532
 HX1532.The orthometric height was determined by differential leveling
 HX1532.and adjusted by the National Geodetic Survey in June 1991..
 HX1532
 HX1532.The geoid height was determined by GEOID03.
 HX1532
 HX1532.The dynamic height is computed by dividing the NAVD 88
 HX1532.geopotential number by the normal gravity value computed on the
 HX1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1532.degrees latitude (g = 980.6199 gals.).
 HX1532
 HX1532.The modeled gravity was interpolated from observed gravity values.
 HX1532
 HX1532;                    North         East    Units  Estimated Accuracy
 HX1532;SPC WV S     -   175,890.      606,270.      MT  (+/- 180 meters Scaled)
 HX1532
 HX1532                          SUPERSEDED SURVEY CONTROL
 HX1532
 HX1532  NGVD 29 (??/??/92)  248.671  (m)          815.85   (f) ADJ UNCH    2 0
 HX1532
 HX1532.Superseded values are not recommended for survey control.
 HX1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1532.See file dsdata.txt to determine how the superseded data were derived.
 HX1532
 HX1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC062706(NAD 83)
 HX1532_MARKER: DB = BENCH MARK DISK
 HX1532_SETTING: 66 = SET IN ROCK OUTCROP
 HX1532_SP_SET: ROCK OUTCROP
 HX1532_STAMPING: P 11 1933
 HX1532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1532+STABILITY: POSITION/ELEVATION WELL
 HX1532
 HX1532  HISTORY     - Date     Condition        Report By
 HX1532  HISTORY     - 1933     MONUMENTED       CGS
 HX1532
 HX1532                          STATION DESCRIPTION
 HX1532
 HX1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1532'0.6 MI E FROM VILLA NOVA.
 HX1532'IN BRAXTON COUNTY, 0.6 MILE EAST ALONG THE BALTIMORE AND OHIO
 HX1532'RAILROAD FROM THE STATION AT VILLA NOVA, CLAY COUNTY, 70 RAILS
 HX1532'SOUTH OF MILEPOST C 74, IN THE TOP OF A LARGE SANDSTONE OUTCROP,
 HX1532'17 YARDS SOUTH OF THE CENTERLINE OF THE TRACK, 7 YARDS SOUTH
 HX1532'OF A FENCE LINE, AND 22 FEET HIGHER THAN THE TRACK.  A STANDARD
 HX1532'DISK, STAMPED P 11 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2347 ***********************************************************************
 HX2347  DESIGNATION -  P 110
 HX2347  PID         -  HX2347
 HX2347  STATE/COUNTY-  WV/MASON
 HX2347  USGS QUAD   -  ROBERTSBURG (1987)
 HX2347
 HX2347                         *CURRENT SURVEY CONTROL
 HX2347  ___________________________________________________________________
 HX2347* NAD 83(1986)-  38 44 30.     (N)    081 54 45.     (W)     SCALED    
 HX2347* NAVD 88     -       194.922  (meters)     639.51   (feet)  ADJUSTED  
 HX2347  ___________________________________________________________________
 HX2347  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HX2347  DYNAMIC HT  -         194.793 (meters)     639.08  (feet)  COMP
 HX2347  MODELED GRAV-     979,964.8   (mgal)                       NAVD 88
 HX2347
 HX2347  VERT ORDER  -  SECOND    CLASS 0
 HX2347
 HX2347.The horizontal coordinates were scaled from a topographic map and have
 HX2347.an estimated accuracy of +/- 6 seconds.
 HX2347
 HX2347.The orthometric height was determined by differential leveling
 HX2347.and adjusted by the National Geodetic Survey in June 1991..
 HX2347
 HX2347.The geoid height was determined by GEOID03.
 HX2347
 HX2347.The dynamic height is computed by dividing the NAVD 88
 HX2347.geopotential number by the normal gravity value computed on the
 HX2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2347.degrees latitude (g = 980.6199 gals.).
 HX2347
 HX2347.The modeled gravity was interpolated from observed gravity values.
 HX2347
 HX2347;                    North         East    Units  Estimated Accuracy
 HX2347;SPC WV S     -   193,700.      520,670.      MT  (+/- 180 meters Scaled)
 HX2347
 HX2347                          SUPERSEDED SURVEY CONTROL
 HX2347
 HX2347  NGVD 29 (??/??/92)  195.115  (m)          640.14   (f) ADJ UNCH    2 0
 HX2347
 HX2347.Superseded values are not recommended for survey control.
 HX2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2347.See file dsdata.txt to determine how the superseded data were derived.
 HX2347
 HX2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC206885(NAD 83)
 HX2347_MARKER: DB = BENCH MARK DISK
 HX2347_SETTING: 66 = SET IN ROCK OUTCROP
 HX2347_SP_SET: ROCK LEDGE
 HX2347_STAMPING: P 110 1956
 HX2347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2347+STABILITY: POSITION/ELEVATION WELL
 HX2347
 HX2347  HISTORY     - Date     Condition        Report By
 HX2347  HISTORY     - 1956     MONUMENTED       CGS
 HX2347  HISTORY     - 1976     GOOD             NGS
 HX2347
 HX2347                          STATION DESCRIPTION
 HX2347
 HX2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2347'4.2 MI NE FROM ARBUCKLE.
 HX2347'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 35 FROM THE NEW YORK
 HX2347'CENTRAL RAILROAD STATION AT ARBUCKLE, THENCE ABOUT 1.9 MILES
 HX2347'NORTHEAST ALONG A DIRT ROAD, THENCE ABOUT 0.85 MILE SOUTHEAST
 HX2347'AND EAST ALONG A GRAVEL ROAD TO UNION SCHOOL, THENCE ABOUT 0.6
 HX2347'MILE NORTH ALONG A DIRT ROAD, SET IN THE TOP OF AN OUTCROPPING
 HX2347'LEDGE AT SOUTH END OF A DEEP BENCH CUT, 8 FEET EAST OF CENTER LINE
 HX2347'OF ROAD, 300 FEET NORTH OF NORTHWEST CORNER OF A LARGE TWO-STORY
 HX2347'WHITE FRAME HOUSE, 15 FEET NORTH OF CENTER OF A ROCKY HOLLOW,
 HX2347'9 FEET SOUTH OF A 12-INCH TRIANGLE CHISELED IN FACE OF ROCK LEDGE
 HX2347'AND 2 1/2 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM
 HX2347'THE ROAD JUNCTION AND CASTOS STORE AT GUNVILLE, MASON COUNTY,
 HX2347'BY GOING ABOUT 1.05 MILES SOUTHWEST AND SOUTH ALONG A DIRT ROAD,
 HX2347'THENCE ABOUT 3.4 MILES WEST AND SOUTHWEST ALONG A DIRT ROAD.
 HX2347
 HX2347                          STATION RECOVERY (1976)
 HX2347
 HX2347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2319 ***********************************************************************
 HX2319  DESIGNATION -  P 111
 HX2319  PID         -  HX2319
 HX2319  STATE/COUNTY-  WV/MASON
 HX2319  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2319
 HX2319                         *CURRENT SURVEY CONTROL
 HX2319  ___________________________________________________________________
 HX2319* NAD 83(1986)-  38 46 50.     (N)    081 50 59.     (W)     SCALED    
 HX2319* NAVD 88     -       298.508  (meters)     979.36   (feet)  ADJUSTED  
 HX2319  ___________________________________________________________________
 HX2319  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HX2319  DYNAMIC HT  -         298.310 (meters)     978.71  (feet)  COMP
 HX2319  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 HX2319
 HX2319  VERT ORDER  -  SECOND    CLASS 0
 HX2319
 HX2319.The horizontal coordinates were scaled from a topographic map and have
 HX2319.an estimated accuracy of +/- 6 seconds.
 HX2319
 HX2319.The orthometric height was determined by differential leveling
 HX2319.and adjusted by the National Geodetic Survey in June 1991..
 HX2319
 HX2319.The geoid height was determined by GEOID03.
 HX2319
 HX2319.The dynamic height is computed by dividing the NAVD 88
 HX2319.geopotential number by the normal gravity value computed on the
 HX2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2319.degrees latitude (g = 980.6199 gals.).
 HX2319
 HX2319.The modeled gravity was interpolated from observed gravity values.
 HX2319
 HX2319;                    North         East    Units  Estimated Accuracy
 HX2319;SPC WV S     -   197,970.      526,170.      MT  (+/- 180 meters Scaled)
 HX2319
 HX2319                          SUPERSEDED SURVEY CONTROL
 HX2319
 HX2319  NGVD 29 (??/??/92)  298.690  (m)          979.95   (f) ADJ UNCH    2 0
 HX2319
 HX2319.Superseded values are not recommended for survey control.
 HX2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2319.See file dsdata.txt to determine how the superseded data were derived.
 HX2319
 HX2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC261927(NAD 83)
 HX2319_MARKER: DB = BENCH MARK DISK
 HX2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2319_STAMPING: P 111 1956
 HX2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2319+STABILITY: SURFACE MOTION
 HX2319
 HX2319  HISTORY     - Date     Condition        Report By
 HX2319  HISTORY     - 1956     MONUMENTED       CGS
 HX2319
 HX2319                          STATION DESCRIPTION
 HX2319
 HX2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2319'5.6 MI SW FROM EVANS.
 HX2319'ABOUT 5.55 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE JUNCTION
 HX2319'OF U.S. HIGHWAY 33 AT EVANS, ABOUT 0.15 MILE EAST OF JUNCTION OF
 HX2319'A ROAD SOUTH, ABOUT 0.35 MILE WEST OF A CROSSROAD, ABOUT 1.1 MILES
 HX2319'WEST OF THE MASON-JACKSON COUNTY LINE, 37 FEET SOUTH OF CENTER
 HX2319'LINE OF HIGHWAY, 123 FEET EAST OF CENTER LINE OF A DRIVE LEADING
 HX2319'SOUTH AND SOUTHEAST TO A HOUSE, 89 FEET NORTHWEST OF NORTHWEST
 HX2319'CORNER OF STUCCO HOUSE, 4 1/2 FEET WEST OF POWER POLE NO. 49-803
 HX2319'/ 832-D-6 WITH A TRANSFORMER, 2 FEET WEST OF A WHITE WOODEN WITNESS
 HX2319'POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HX2319'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2439 ***********************************************************************
 HX2439  DESIGNATION -  P 112
 HX2439  PID         -  HX2439
 HX2439  STATE/COUNTY-  WV/MASON
 HX2439  USGS QUAD   -  ELMWOOD (1975)
 HX2439
 HX2439                         *CURRENT SURVEY CONTROL
 HX2439  ___________________________________________________________________
 HX2439* NAD 83(1986)-  38 40 59.     (N)    081 48 35.     (W)     SCALED    
 HX2439* NAVD 88     -       213.402  (meters)     700.14   (feet)  ADJUSTED  
 HX2439  ___________________________________________________________________
 HX2439  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HX2439  DYNAMIC HT  -         213.260 (meters)     699.67  (feet)  COMP
 HX2439  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 HX2439
 HX2439  VERT ORDER  -  SECOND    CLASS 0
 HX2439
 HX2439.The horizontal coordinates were scaled from a topographic map and have
 HX2439.an estimated accuracy of +/- 6 seconds.
 HX2439
 HX2439.The orthometric height was determined by differential leveling
 HX2439.and adjusted by the National Geodetic Survey in June 1991..
 HX2439
 HX2439.The geoid height was determined by GEOID03.
 HX2439
 HX2439.The dynamic height is computed by dividing the NAVD 88
 HX2439.geopotential number by the normal gravity value computed on the
 HX2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2439.degrees latitude (g = 980.6199 gals.).
 HX2439
 HX2439.The modeled gravity was interpolated from observed gravity values.
 HX2439
 HX2439;                    North         East    Units  Estimated Accuracy
 HX2439;SPC WV S     -   187,110.      529,550.      MT  (+/- 180 meters Scaled)
 HX2439
 HX2439                          SUPERSEDED SURVEY CONTROL
 HX2439
 HX2439  NGVD 29 (??/??/92)  213.591  (m)          700.76   (f) ADJ UNCH    2 0
 HX2439
 HX2439.Superseded values are not recommended for survey control.
 HX2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2439.See file dsdata.txt to determine how the superseded data were derived.
 HX2439
 HX2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC295819(NAD 83)
 HX2439_MARKER: DB = BENCH MARK DISK
 HX2439_SETTING: 66 = SET IN ROCK OUTCROP
 HX2439_SP_SET: ROCK LEDGE
 HX2439_STAMPING: P 112 1956
 HX2439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2439+STABILITY: POSITION/ELEVATION WELL
 HX2439
 HX2439  HISTORY     - Date     Condition        Report By
 HX2439  HISTORY     - 1956     MONUMENTED       CGS
 HX2439
 HX2439                          STATION DESCRIPTION
 HX2439
 HX2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2439'2 MI E FROM TRIBBLE.
 HX2439'ABOUT 1.55 MILES SOUTHEAST AND EAST ALONG A ROAD FROM THE JUNCTION OF
 HX2439'ROADS AND J.W. WARNER STORE AT TRIBBLE, THENCE ABOUT 0.4 MILE
 HX2439'NORTHEAST ALONG A DIRT ROAD FOLLOWING BAILEY BRANCH, SET IN THE
 HX2439'TOP OF A LONG ROCK LEDGE ABOUT 2 1/2 FEET HIGH.  10 FEET NORTHWEST
 HX2439'OF CENTER LINE OF ROAD, 85 FEET SOUTHWEST OF NORTHEAST END OF
 HX2439'LEDGE, 64 FEET SOUTHWEST OF NORTHWEST END OF AN 18-INCH METAL
 HX2439'PIPE CULVERT UNDER DIRT ROAD, 39 1/2 FEET WEST OF A 12-INCH
 HX2439'TRIANGLE CUT IN FACE OF LEDGE, 7 FEET NORTHEAST OF CENTER OF A
 HX2439'ROCKY WASH DESCENDING SOUTHEAST, ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2406 ***********************************************************************
 HX2406  DESIGNATION -  P 113
 HX2406  PID         -  HX2406
 HX2406  STATE/COUNTY-  WV/PUTNAM
 HX2406  USGS QUAD   -  BANCROFT (1975)
 HX2406
 HX2406                         *CURRENT SURVEY CONTROL
 HX2406  ___________________________________________________________________
 HX2406* NAD 83(1986)-  38 35 32.     (N)    081 48 22.     (W)     SCALED    
 HX2406* NAVD 88     -       306.679  (meters)    1006.16   (feet)  ADJUSTED  
 HX2406  ___________________________________________________________________
 HX2406  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HX2406  DYNAMIC HT  -         306.468 (meters)    1005.47  (feet)  COMP
 HX2406  MODELED GRAV-     979,931.8   (mgal)                       NAVD 88
 HX2406
 HX2406  VERT ORDER  -  SECOND    CLASS 0
 HX2406
 HX2406.The horizontal coordinates were scaled from a topographic map and have
 HX2406.an estimated accuracy of +/- 6 seconds.
 HX2406
 HX2406.The orthometric height was determined by differential leveling
 HX2406.and adjusted by the National Geodetic Survey in June 1991..
 HX2406
 HX2406.The geoid height was determined by GEOID03.
 HX2406
 HX2406.The dynamic height is computed by dividing the NAVD 88
 HX2406.geopotential number by the normal gravity value computed on the
 HX2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2406.degrees latitude (g = 980.6199 gals.).
 HX2406
 HX2406.The modeled gravity was interpolated from observed gravity values.
 HX2406
 HX2406;                    North         East    Units  Estimated Accuracy
 HX2406;SPC WV S     -   177,030.      529,780.      MT  (+/- 180 meters Scaled)
 HX2406
 HX2406                          SUPERSEDED SURVEY CONTROL
 HX2406
 HX2406  NGVD 29 (??/??/92)  306.866  (m)         1006.78   (f) ADJ UNCH    2 0
 HX2406
 HX2406.Superseded values are not recommended for survey control.
 HX2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2406.See file dsdata.txt to determine how the superseded data were derived.
 HX2406
 HX2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC297718(NAD 83)
 HX2406_MARKER: DB = BENCH MARK DISK
 HX2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2406_STAMPING: P 113 1956
 HX2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2406+STABILITY: SURFACE MOTION
 HX2406
 HX2406  HISTORY     - Date     Condition        Report By
 HX2406  HISTORY     - 1956     MONUMENTED       CGS
 HX2406
 HX2406                          STATION DESCRIPTION
 HX2406
 HX2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2406'0.7 MI N FROM PARADISE.
 HX2406'ABOUT 0.7 MILE NORTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HX2406'STATE HIGHWAY 34 AND STORES AT PARADISE, ABOUT 0.4 MILE NORTHWEST
 HX2406'OF A LARGE CEMETERY, 31 FEET NORTHEAST OF CENTER LINE OF ROAD AT
 HX2406'CENTER OF JUNCTION OF A DIM ROAD NORTH, 112 FEET SOUTHEAST AND
 HX2406'ACROSS DIM ROAD FROM THE SOUTHEAST CORNER OF A 1-STORY FRAME
 HX2406'HOUSE, 16 FEET EAST OF CENTER LINE OF ROAD NORTH, 67 FEET
 HX2406'NORTHWEST OF NORTHWEST CORNER OF A BARN, 8 FEET EAST OF EAST
 HX2406'END OF AN 18-INCH METAL PIPE CULVERT UNDER ROAD NORTH, 1 FOOT
 HX2406'WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 HX2406'POST, ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 HX2406'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2702 ***********************************************************************
 HX2702  DESIGNATION -  P 114
 HX2702  PID         -  HX2702
 HX2702  STATE/COUNTY-  WV/JACKSON
 HX2702  USGS QUAD   -  SANDYVILLE (1988)
 HX2702
 HX2702                         *CURRENT SURVEY CONTROL
 HX2702  ___________________________________________________________________
 HX2702* NAD 83(1986)-  38 54 24.     (N)    081 41 07.     (W)     SCALED    
 HX2702* NAVD 88     -       192.945  (meters)     633.02   (feet)  ADJUSTED  
 HX2702  ___________________________________________________________________
 HX2702  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HX2702  DYNAMIC HT  -         192.820 (meters)     632.61  (feet)  COMP
 HX2702  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 HX2702
 HX2702  VERT ORDER  -  SECOND    CLASS 0
 HX2702
 HX2702.The horizontal coordinates were scaled from a topographic map and have
 HX2702.an estimated accuracy of +/- 6 seconds.
 HX2702
 HX2702.The orthometric height was determined by differential leveling
 HX2702.and adjusted by the National Geodetic Survey in June 1991..
 HX2702
 HX2702.The geoid height was determined by GEOID03.
 HX2702
 HX2702.The dynamic height is computed by dividing the NAVD 88
 HX2702.geopotential number by the normal gravity value computed on the
 HX2702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2702.degrees latitude (g = 980.6199 gals.).
 HX2702
 HX2702.The modeled gravity was interpolated from observed gravity values.
 HX2702
 HX2702;                    North         East    Units  Estimated Accuracy
 HX2702;SPC WV S     -   211,850.      540,560.      MT  (+/- 180 meters Scaled)
 HX2702
 HX2702                          SUPERSEDED SURVEY CONTROL
 HX2702
 HX2702  NGVD 29 (??/??/92)  193.114  (m)          633.57   (f) ADJ UNCH    2 0
 HX2702
 HX2702.Superseded values are not recommended for survey control.
 HX2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2702.See file dsdata.txt to determine how the superseded data were derived.
 HX2702
 HX2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD405066(NAD 83)
 HX2702_MARKER: DB = BENCH MARK DISK
 HX2702_SETTING: 66 = SET IN ROCK OUTCROP
 HX2702_SP_SET: ROCK LEDGE
 HX2702_STAMPING: P 114 1956
 HX2702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2702+STABILITY: POSITION/ELEVATION WELL
 HX2702
 HX2702  HISTORY     - Date     Condition        Report By
 HX2702  HISTORY     - 1956     MONUMENTED       CGS
 HX2702  HISTORY     - 1976     GOOD             NGS
 HX2702
 HX2702                          STATION DESCRIPTION
 HX2702
 HX2702'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2702'1.8 MI NW FROM SANDYVILLE.
 HX2702'ABOUT 1.8 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2702'FROM THE STATION AT SANDYVILLE, ABOUT 1.4 MILES NORTHWEST OF
 HX2702'CROSSING OF U.S. HIGHWAY 21, AT OVERPASS OF RAILROAD OVER STATE
 HX2702'HIGHWAY 56, ABOUT 60 YARDS NORTH OF TELEPHONE POLE NO. 6+17,
 HX2702'107 FEET NORTHEAST OF NORTHEAST RAIL AT POINT OF CENTER OF
 HX2702'OVERPASS, 67 FEET EAST OF CENTER LINE OF HIGHWAY 56, 111 FEET
 HX2702'NORTH OF SOUTHEAST END OF RAILROAD TRESTLE OVER HIGHWAY, 43 FEET
 HX2702'NORTH-NORTHWEST OF TELEPHONE POLE NO. 73/1, SET IN THE TOP OF
 HX2702'A ROCK LEDGE, 6 FEET NORTH OF SOUTH END OF LEDGE, 3 1/2 FEET EAST
 HX2702'OF WEST EDGE OF LEDGE AND ABOUT LEVEL WITH TRACK.
 HX2702
 HX2702                          STATION RECOVERY (1976)
 HX2702
 HX2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0270 ***********************************************************************
 HY0270  DESIGNATION -  P 115
 HY0270  PID         -  HY0270
 HY0270  STATE/COUNTY-  WV/MASON
 HY0270  USGS QUAD   -  ARLEE (1975)
 HY0270
 HY0270                         *CURRENT SURVEY CONTROL
 HY0270  ___________________________________________________________________
 HY0270* NAD 83(1986)-  38 38 43.     (N)    082 05 14.     (W)     SCALED    
 HY0270* NAVD 88     -       212.007  (meters)     695.56   (feet)  ADJUSTED  
 HY0270  ___________________________________________________________________
 HY0270  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HY0270  DYNAMIC HT  -         211.869 (meters)     695.11  (feet)  COMP
 HY0270  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 HY0270
 HY0270  VERT ORDER  -  SECOND    CLASS 0
 HY0270
 HY0270.The horizontal coordinates were scaled from a topographic map and have
 HY0270.an estimated accuracy of +/- 6 seconds.
 HY0270
 HY0270.The orthometric height was determined by differential leveling
 HY0270.and adjusted by the National Geodetic Survey in June 1991..
 HY0270
 HY0270.The geoid height was determined by GEOID03.
 HY0270
 HY0270.The dynamic height is computed by dividing the NAVD 88
 HY0270.geopotential number by the normal gravity value computed on the
 HY0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0270.degrees latitude (g = 980.6199 gals.).
 HY0270
 HY0270.The modeled gravity was interpolated from observed gravity values.
 HY0270
 HY0270;                    North         East    Units  Estimated Accuracy
 HY0270;SPC WV S     -   183,170.      505,360.      MT  (+/- 180 meters Scaled)
 HY0270
 HY0270                          SUPERSEDED SURVEY CONTROL
 HY0270
 HY0270  NGVD 29 (??/??/92)  212.188  (m)          696.15   (f) ADJ UNCH    2 0
 HY0270
 HY0270.Superseded values are not recommended for survey control.
 HY0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0270.See file dsdata.txt to determine how the superseded data were derived.
 HY0270
 HY0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC053779(NAD 83)
 HY0270_MARKER: DB = BENCH MARK DISK
 HY0270_SETTING: 66 = SET IN ROCK OUTCROP
 HY0270_SP_SET: ROCK LEDGE
 HY0270_STAMPING: P 115 1956
 HY0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0270+STABILITY: POSITION/ELEVATION WELL
 HY0270
 HY0270  HISTORY     - Date     Condition        Report By
 HY0270  HISTORY     - 1956     MONUMENTED       CGS
 HY0270
 HY0270                          STATION DESCRIPTION
 HY0270
 HY0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0270'4.8 MI E FROM MERCERS BOTTOM.
 HY0270'4.85 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF STATE
 HY0270'HIGHWAY 2 AND THE POST OFFICE AT MERCERS BOTTOM, ABOUT 0.2 MILE
 HY0270'EAST OF JUNCTION OF ROAD NORTHEAST, IN THE TOP OF AN OUTCROPPING
 HY0270'ROCK LEDGE, 20 1/2 FEET NORTH-NORTHWEST OF CENTER LINE OF ROAD,
 HY0270'107 FEET EAST-NORTHEAST OF CENTER OF JUNCTION OF ROAD AND A DIM
 HY0270'ROAD NORTHWEST, 11 FEET SOUTH-SOUTHWEST AND 4 1/2 FEET BELOW
 HY0270'A 12-INCH TRIANGLE CHISELED IN FACE OF ROCK LEDGE, AND ABOUT 2
 HY0270'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0622 ***********************************************************************
 HY0622  DESIGNATION -  P 116
 HY0622  PID         -  HY0622
 HY0622  STATE/COUNTY-  WV/PUTNAM
 HY0622  USGS QUAD   -  HURRICANE (1989)
 HY0622
 HY0622                         *CURRENT SURVEY CONTROL
 HY0622  ___________________________________________________________________
 HY0622* NAD 83(1986)-  38 28 33.     (N)    082 02 41.     (W)     SCALED    
 HY0622* NAVD 88     -       200.755  (meters)     658.64   (feet)  POSTED    
 HY0622  ___________________________________________________________________
 HY0622  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HY0622  DYNAMIC HT  -         200.620 (meters)     658.20  (feet)  COMP
 HY0622  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 HY0622
 HY0622  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0622
 HY0622.The horizontal coordinates were scaled from a topographic map and have
 HY0622.an estimated accuracy of +/- 6 seconds.
 HY0622
 HY0622.The orthometric height was determined by differential leveling
 HY0622.and adjusted by the National Geodetic Survey in 1992..
 HY0622.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0622.rate of 2.1 thru 3.0 mm/km.
 HY0622
 HY0622.The geoid height was determined by GEOID03.
 HY0622
 HY0622.The dynamic height is computed by dividing the NAVD 88
 HY0622.geopotential number by the normal gravity value computed on the
 HY0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0622.degrees latitude (g = 980.6199 gals.).
 HY0622
 HY0622.The modeled gravity was interpolated from observed gravity values.
 HY0622
 HY0622;                    North         East    Units  Estimated Accuracy
 HY0622;SPC WV S     -   164,320.      508,840.      MT  (+/- 180 meters Scaled)
 HY0622
 HY0622                          SUPERSEDED SURVEY CONTROL
 HY0622
 HY0622  NGVD 29 (??/??/92)  200.935  (m)          659.23   (f) ADJ UNCH    2 0
 HY0622
 HY0622.Superseded values are not recommended for survey control.
 HY0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0622.See file dsdata.txt to determine how the superseded data were derived.
 HY0622
 HY0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC088591(NAD 83)
 HY0622_MARKER: DB = BENCH MARK DISK
 HY0622_SETTING: 80 = SET IN A BOULDER
 HY0622_SP_SET: BOULDER
 HY0622_STAMPING: P 116 1956
 HY0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0622+STABILITY: SURFACE MOTION
 HY0622
 HY0622  HISTORY     - Date     Condition        Report By
 HY0622  HISTORY     - 1956     MONUMENTED       CGS
 HY0622
 HY0622                          STATION DESCRIPTION
 HY0622
 HY0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0622'4.6 MI NW FROM HURRICANE.
 HY0622'ABOUT 0.65 MILE EAST-NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 HY0622'WINFIELD FROM THE CHESAPEAKE AND OHIO RAILWAY STATION AT HURRICANE,
 HY0622'THENCE ABOUT 3.1 MILES NORTHWEST AND NORTH ALONG A BLACK TOP AND
 HY0622'GRAVEL ROAD, THENCE ABOUT 0.85 MILE NORTHWEST ALONG A ROAD FOLLOWING
 HY0622'TRACE CREEK UPSTREAM, ABOUT 0.5 MILE NORTH OF BAILEY SCHOOL, 92
 HY0622'YARDS SOUTHEAST OF A 36-INCH CORRUGATED PIPE CULVERT FOR A CREEK
 HY0622'BRANCH, 90 YARDS SOUTHEAST OF A LOG HOUSE WHICH IS LOCATED INSIDE
 HY0622'A CURVE IN ROAD, 17 FEET SOUTHWEST OF CENTER LINE OF ROAD, 11 FEET
 HY0622'NORTH OF CENTER LINE OF A DRIVE WEST AND DOWN HILL TO A BARN,
 HY0622'IN THE TOP OF THE HIGHEST PART OF A 25-FOOT LONG AND 8-FOOT WIDE
 HY0622'EMBEDDED BOULDER AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0615 ***********************************************************************
 HY0615  DESIGNATION -  P 117
 HY0615  PID         -  HY0615
 HY0615  STATE/COUNTY-  WV/CABELL
 HY0615  USGS QUAD   -  MILTON (1989)
 HY0615
 HY0615                         *CURRENT SURVEY CONTROL
 HY0615  ___________________________________________________________________
 HY0615* NAD 83(1986)-  38 27 36.     (N)    082 10 05.     (W)     SCALED    
 HY0615* NAVD 88     -       175.538  (meters)     575.91   (feet)  POSTED    
 HY0615  ___________________________________________________________________
 HY0615  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY0615  DYNAMIC HT  -         175.420 (meters)     575.52  (feet)  COMP
 HY0615  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 HY0615
 HY0615  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0615
 HY0615.The horizontal coordinates were scaled from a topographic map and have
 HY0615.an estimated accuracy of +/- 6 seconds.
 HY0615
 HY0615.The orthometric height was determined by differential leveling
 HY0615.and adjusted by the National Geodetic Survey in 1992..
 HY0615.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0615.rate of 0.0 thru 1.0 mm/km.
 HY0615
 HY0615.The geoid height was determined by GEOID03.
 HY0615
 HY0615.The dynamic height is computed by dividing the NAVD 88
 HY0615.geopotential number by the normal gravity value computed on the
 HY0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0615.degrees latitude (g = 980.6199 gals.).
 HY0615
 HY0615.The modeled gravity was interpolated from observed gravity values.
 HY0615
 HY0615;                    North         East    Units  Estimated Accuracy
 HY0615;SPC WV S     -   162,690.      498,060.      MT  (+/- 180 meters Scaled)
 HY0615
 HY0615                          SUPERSEDED SURVEY CONTROL
 HY0615
 HY0615  NGVD 29 (??/??/92)  175.72   (m)          576.5    (f) COMPUTED    2 0
 HY0615
 HY0615.Superseded values are not recommended for survey control.
 HY0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0615.See file dsdata.txt to determine how the superseded data were derived.
 HY0615
 HY0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC980575(NAD 83)
 HY0615_MARKER: DB = BENCH MARK DISK
 HY0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0615_SP_SET: BRIDGE
 HY0615_STAMPING: P 117 1956
 HY0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0615
 HY0615  HISTORY     - Date     Condition        Report By
 HY0615  HISTORY     - 1956     MONUMENTED       CGS
 HY0615
 HY0615                          STATION DESCRIPTION
 HY0615
 HY0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0615'2.6 MI NE FROM YATES.
 HY0615'ABOUT 0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM CROSSING OF THE
 HY0615'CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 1.5 MILES EAST
 HY0615'AND NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.7 MILE NORTH
 HY0615'ALONG A GRAVEL ROAD FOLLOWING LOWER CREEK, 27 YARDS NORTHWEST OF
 HY0615'NORTH CORNER OF LOWER CREEK METHODIST CHURCH, IN THE TOP OF THE
 HY0615'SOUTHEAST END OF CONCRETE FOOTING OF SOUTHWEST CONCRETE BANISTER
 HY0615'OF A 30-FOOT CONCRETE BRIDGE OVER LOWER CREEK, 9 1/2 FEET SOUTHWEST
 HY0615'OF CENTER LINE OF ROAD AND ABOUT 1/3 FOOT ABOVE LEVEL OF BRIDGE
 HY0615'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0248 ***********************************************************************
 HY0248  DESIGNATION -  P 118
 HY0248  PID         -  HY0248
 HY0248  STATE/COUNTY-  WV/PUTNAM
 HY0248  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0248
 HY0248                         *CURRENT SURVEY CONTROL
 HY0248  ___________________________________________________________________
 HY0248* NAD 83(1986)-  38 37 01.     (N)    082 01 20.     (W)     SCALED    
 HY0248* NAVD 88     -       287.248  (meters)     942.41   (feet)  ADJUSTED  
 HY0248  ___________________________________________________________________
 HY0248  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HY0248  DYNAMIC HT  -         287.059 (meters)     941.79  (feet)  COMP
 HY0248  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 HY0248
 HY0248  VERT ORDER  -  SECOND    CLASS 0
 HY0248
 HY0248.The horizontal coordinates were scaled from a topographic map and have
 HY0248.an estimated accuracy of +/- 6 seconds.
 HY0248
 HY0248.The orthometric height was determined by differential leveling
 HY0248.and adjusted by the National Geodetic Survey in June 1991..
 HY0248
 HY0248.The geoid height was determined by GEOID03.
 HY0248
 HY0248.The dynamic height is computed by dividing the NAVD 88
 HY0248.geopotential number by the normal gravity value computed on the
 HY0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0248.degrees latitude (g = 980.6199 gals.).
 HY0248
 HY0248.The modeled gravity was interpolated from observed gravity values.
 HY0248
 HY0248;                    North         East    Units  Estimated Accuracy
 HY0248;SPC WV S     -   179,960.      510,980.      MT  (+/- 180 meters Scaled)
 HY0248
 HY0248                          SUPERSEDED SURVEY CONTROL
 HY0248
 HY0248  NGVD 29 (??/??/92)  287.400  (m)          942.91   (f) ADJ UNCH    2 0
 HY0248
 HY0248.Superseded values are not recommended for survey control.
 HY0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0248.See file dsdata.txt to determine how the superseded data were derived.
 HY0248
 HY0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC110747(NAD 83)
 HY0248_MARKER: DB = BENCH MARK DISK
 HY0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0248_STAMPING: P 118 1956
 HY0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0248+STABILITY: SURFACE MOTION
 HY0248
 HY0248  HISTORY     - Date     Condition        Report By
 HY0248  HISTORY     - 1956     MONUMENTED       CGS
 HY0248
 HY0248                          STATION DESCRIPTION
 HY0248
 HY0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0248'2.6 MI W FROM PLINY.
 HY0248'1.85 MILES WEST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF STATE
 HY0248'HIGHWAY 17 AT PLINY, THENCE ABOUT 0.8 MILE SOUTHWEST ALONG A
 HY0248'GRAVEL ROAD, 46 FEET SOUTHEAST OF CENTER LINE OF ROAD, 192 FEET
 HY0248'SOUTHWEST OF WEST CORNER OF A ONE-STORY FRAME HOUSE, 54 FEET
 HY0248'SOUTHEAST OF CENTER OF JUNCTION OF ROAD AND A GRAVEL ROAD
 HY0248'SOUTHEAST, 24 FEET NORTHEAST OF CENTER LINE OF ROAD SOUTHEAST, 18
 HY0248'FEET SOUTH-SOUTHEAST OF CENTER LINE OF A DRIVE TO HOUSE, 2 FEET
 HY0248'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 HY0248'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 HY0248'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0231 ***********************************************************************
 HY0231  DESIGNATION -  P 119
 HY0231  PID         -  HY0231
 HY0231  STATE/COUNTY-  WV/MASON
 HY0231  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0231
 HY0231                         *CURRENT SURVEY CONTROL
 HY0231  ___________________________________________________________________
 HY0231* NAD 83(1986)-  38 32 49.     (N)    082 05 56.     (W)     SCALED    
 HY0231* NAVD 88     -       280.700  (meters)     920.93   (feet)  POSTED    
 HY0231  ___________________________________________________________________
 HY0231  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HY0231  DYNAMIC HT  -         280.510 (meters)     920.31  (feet)  COMP
 HY0231  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 HY0231
 HY0231  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0231
 HY0231.The horizontal coordinates were scaled from a topographic map and have
 HY0231.an estimated accuracy of +/- 6 seconds.
 HY0231
 HY0231.The orthometric height was determined by differential leveling
 HY0231.and adjusted by the National Geodetic Survey in 1992..
 HY0231.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0231.rate of 0.0 thru 1.0 mm/km.
 HY0231
 HY0231.The geoid height was determined by GEOID03.
 HY0231
 HY0231.The dynamic height is computed by dividing the NAVD 88
 HY0231.geopotential number by the normal gravity value computed on the
 HY0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0231.degrees latitude (g = 980.6199 gals.).
 HY0231
 HY0231.The modeled gravity was interpolated from observed gravity values.
 HY0231
 HY0231;                    North         East    Units  Estimated Accuracy
 HY0231;SPC WV S     -   172,260.      504,210.      MT  (+/- 180 meters Scaled)
 HY0231
 HY0231                          SUPERSEDED SURVEY CONTROL
 HY0231
 HY0231  NGVD 29 (??/??/92)  280.875  (m)          921.50   (f) ADJ UNCH    2 0
 HY0231
 HY0231.Superseded values are not recommended for survey control.
 HY0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0231.See file dsdata.txt to determine how the superseded data were derived.
 HY0231
 HY0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC042670(NAD 83)
 HY0231_MARKER: DB = BENCH MARK DISK
 HY0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0231_STAMPING: P 119 1956
 HY0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0231+STABILITY: SURFACE MOTION
 HY0231
 HY0231  HISTORY     - Date     Condition        Report By
 HY0231  HISTORY     - 1956     MONUMENTED       CGS
 HY0231
 HY0231                          STATION DESCRIPTION
 HY0231
 HY0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0231'3.2 MI NW FROM MT OLIVE.
 HY0231'0.35 MILE NORTH ALONG A ROAD FROM THE CHURCH AND CEMETERY AT
 HY0231'MT. OLIVE, THENCE ABOUT 2.85 MILES NORTHWEST ALONG A GRAVEL ROAD
 HY0231'LEADING TO GLENWOOD, 34 FEET WEST OF CENTER LINE OF ROAD, 44 FEET
 HY0231'NORTHEAST OF NORTHEAST CORNER OF VICTORY SCHOOL BUILDING, 26
 HY0231'FEET WEST-SOUTHWEST OF A FENCE CORNER, 17 FEET SOUTH OF A FENCE
 HY0231'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 HY0231'BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HY0231'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1554 ***********************************************************************
 HX1554  DESIGNATION -  P 12
 HX1554  PID         -  HX1554
 HX1554  STATE/COUNTY-  WV/BRAXTON
 HX1554  USGS QUAD   -  SUTTON (1976)
 HX1554
 HX1554                         *CURRENT SURVEY CONTROL
 HX1554  ___________________________________________________________________
 HX1554* NAD 83(1986)-  38 42 13.     (N)    080 37 59.     (W)     SCALED    
 HX1554* NAVD 88     -       319.392  (meters)    1047.87   (feet)  ADJUSTED  
 HX1554  ___________________________________________________________________
 HX1554  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HX1554  DYNAMIC HT  -         319.173 (meters)    1047.15  (feet)  COMP
 HX1554  MODELED GRAV-     979,932.4   (mgal)                       NAVD 88
 HX1554
 HX1554  VERT ORDER  -  SECOND    CLASS 0
 HX1554
 HX1554.The horizontal coordinates were scaled from a topographic map and have
 HX1554.an estimated accuracy of +/- 6 seconds.
 HX1554
 HX1554.The orthometric height was determined by differential leveling
 HX1554.and adjusted by the National Geodetic Survey in June 1991..
 HX1554
 HX1554.The geoid height was determined by GEOID03.
 HX1554
 HX1554.The dynamic height is computed by dividing the NAVD 88
 HX1554.geopotential number by the normal gravity value computed on the
 HX1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1554.degrees latitude (g = 980.6199 gals.).
 HX1554
 HX1554.The modeled gravity was interpolated from observed gravity values.
 HX1554
 HX1554;                    North         East    Units  Estimated Accuracy
 HX1554;SPC WV S     -   189,150.      631,920.      MT  (+/- 180 meters Scaled)
 HX1554
 HX1554                          SUPERSEDED SURVEY CONTROL
 HX1554
 HX1554  NGVD 29 (??/??/92)  319.569  (m)         1048.45   (f) ADJ UNCH    2 0
 HX1554
 HX1554.Superseded values are not recommended for survey control.
 HX1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1554.See file dsdata.txt to determine how the superseded data were derived.
 HX1554
 HX1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC319839(NAD 83)
 HX1554_MARKER: DB = BENCH MARK DISK
 HX1554_SETTING: 66 = SET IN ROCK OUTCROP
 HX1554_SP_SET: ROCK OUTCROP
 HX1554_STAMPING: P 12 1933
 HX1554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1554+STABILITY: POSITION/ELEVATION WELL
 HX1554
 HX1554  HISTORY     - Date     Condition        Report By
 HX1554  HISTORY     - 1933     MONUMENTED       CGS
 HX1554  HISTORY     - 1962     GOOD             NGS
 HX1554
 HX1554                          STATION DESCRIPTION
 HX1554
 HX1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1554'1.8 MI SE FROM FLATWOODS.
 HX1554'ABOUT 1.8 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1554'FROM THE STATION AT FLATWOODS, 8 FEET WEST OF WEST RAIL, 69 FEET
 HX1554'NORTH OF A TELEPHONE POLE, ABOUT 1 FOOT WEST OF EAST EDGE OF
 HX1554'OUTCROP, 1 FOOT ABOVE TRACK, AND SET ON TOP OF A SMALL ROCK
 HX1554'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0927 ***********************************************************************
 KY0927  DESIGNATION -  P 120
 KY0927  PID         -  KY0927
 KY0927  STATE/COUNTY-  WV/BROOKE
 KY0927  USGS QUAD   -  BETHANY (1981)
 KY0927
 KY0927                         *CURRENT SURVEY CONTROL
 KY0927  ___________________________________________________________________
 KY0927* NAD 83(1986)-  40 12 16.     (N)    080 32 00.     (W)     SCALED    
 KY0927* NAVD 88     -       255.575  (meters)     838.50   (feet)  ADJUSTED  
 KY0927  ___________________________________________________________________
 KY0927  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0927  DYNAMIC HT  -         255.433 (meters)     838.03  (feet)  COMP
 KY0927  MODELED GRAV-     980,067.6   (mgal)                       NAVD 88
 KY0927
 KY0927  VERT ORDER  -  SECOND    CLASS 0
 KY0927
 KY0927.The horizontal coordinates were scaled from a topographic map and have
 KY0927.an estimated accuracy of +/- 6 seconds.
 KY0927
 KY0927.The orthometric height was determined by differential leveling
 KY0927.and adjusted by the National Geodetic Survey in June 1991..
 KY0927
 KY0927.The geoid height was determined by GEOID03.
 KY0927
 KY0927.The dynamic height is computed by dividing the NAVD 88
 KY0927.geopotential number by the normal gravity value computed on the
 KY0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0927.degrees latitude (g = 980.6199 gals.).
 KY0927
 KY0927.The modeled gravity was interpolated from observed gravity values.
 KY0927
 KY0927;                    North         East    Units  Estimated Accuracy
 KY0927;SPC WV N     -   189,740.      512,030.      MT  (+/- 180 meters Scaled)
 KY0927
 KY0927                          SUPERSEDED SURVEY CONTROL
 KY0927
 KY0927  NGVD 29 (??/??/92)  255.738  (m)          839.03   (f) ADJ UNCH    2 0
 KY0927
 KY0927.Superseded values are not recommended for survey control.
 KY0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0927.See file dsdata.txt to determine how the superseded data were derived.
 KY0927
 KY0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE397505(NAD 83)
 KY0927_MARKER: DB = BENCH MARK DISK
 KY0927_SETTING: 66 = SET IN ROCK OUTCROP
 KY0927_SP_SET: ROCK CUT
 KY0927_STAMPING: P 120 1957
 KY0927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0927+STABILITY: POSITION/ELEVATION WELL
 KY0927
 KY0927  HISTORY     - Date     Condition        Report By
 KY0927  HISTORY     - 1957     MONUMENTED       CGS
 KY0927
 KY0927                          STATION DESCRIPTION
 KY0927
 KY0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0927'1.4 MI E FROM BETHANY.
 KY0927'ABOUT 1.45 MILES EAST ALONG STATE HIGHWAY 67 FROM THE POST OFFICE
 KY0927'AT BETHANY, 0.15 MILE WEST OF HIGHWAY BRIDGE OVER WELLS RUN, SET
 KY0927'VERTICALLY IN THE SOUTH FACE OF 3-FOOT THICK LAYER OF ROCK IN A
 KY0927'20-FOOT HIGH LAYERED CUT, 19 1/2 FEET NORTH OF CENTER LINE OF
 KY0927'HIGHWAY, 64 1/2 FEET NORTHWEST AND ACROSS HIGHWAY FROM THE 3RD
 KY0927'TELEPHONE POLE WEST OF BRIDGE, 105 FEET NORTHEAST AND ACROSS
 KY0927'HIGHWAY FROM THE 4TH TELEPHONE POLE WEST OF BRIDGE AND ABOUT
 KY0927'3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0982 ***********************************************************************
 KY0982  DESIGNATION -  P 121
 KY0982  PID         -  KY0982
 KY0982  STATE/COUNTY-  WV/OHIO
 KY0982  USGS QUAD   -  VALLEY GROVE (1981)
 KY0982
 KY0982                         *CURRENT SURVEY CONTROL
 KY0982  ___________________________________________________________________
 KY0982* NAD 83(1986)-  40 07 16.     (N)    080 35 36.     (W)     SCALED    
 KY0982* NAVD 88     -       384.589  (meters)    1261.77   (feet)  ADJUSTED  
 KY0982  ___________________________________________________________________
 KY0982  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY0982  DYNAMIC HT  -         384.375 (meters)    1261.07  (feet)  COMP
 KY0982  MODELED GRAV-     980,058.4   (mgal)                       NAVD 88
 KY0982
 KY0982  VERT ORDER  -  SECOND    CLASS 0
 KY0982
 KY0982.The horizontal coordinates were scaled from a topographic map and have
 KY0982.an estimated accuracy of +/- 6 seconds.
 KY0982
 KY0982.The orthometric height was determined by differential leveling
 KY0982.and adjusted by the National Geodetic Survey in June 1991..
 KY0982
 KY0982.The geoid height was determined by GEOID03.
 KY0982
 KY0982.The dynamic height is computed by dividing the NAVD 88
 KY0982.geopotential number by the normal gravity value computed on the
 KY0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0982.degrees latitude (g = 980.6199 gals.).
 KY0982
 KY0982.The modeled gravity was interpolated from observed gravity values.
 KY0982
 KY0982;                    North         East    Units  Estimated Accuracy
 KY0982;SPC WV N     -   180,540.      506,810.      MT  (+/- 180 meters Scaled)
 KY0982
 KY0982                          SUPERSEDED SURVEY CONTROL
 KY0982
 KY0982  NGVD 29 (??/??/92)  384.744  (m)         1262.28   (f) ADJ UNCH    2 0
 KY0982
 KY0982.Superseded values are not recommended for survey control.
 KY0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0982.See file dsdata.txt to determine how the superseded data were derived.
 KY0982
 KY0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE346412(NAD 83)
 KY0982_MARKER: DB = BENCH MARK DISK
 KY0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0982_STAMPING: P 121 1957
 KY0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0982+STABILITY: SURFACE MOTION
 KY0982
 KY0982  HISTORY     - Date     Condition        Report By
 KY0982  HISTORY     - 1957     MONUMENTED       CGS
 KY0982
 KY0982                          STATION DESCRIPTION
 KY0982
 KY0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0982'3.6 MI NW FROM VALLEY GROVE.
 KY0982'ABOUT 0.65 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE FIRE     ON
 KY0982'STATION AT VALLEY GROVE, THENCE ABOUT 2.95 MILES NORTH ALONG
 KY0982'BATTLE RUN ROAD, ABOUT 0.2 MILE SOUTHEAST OF JUNCTION OF BATTLE
 KY0982'RUN ROAD AND DEMENT ROD, 12 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 KY0982'1 FOOT NORTHEAST OF A WIRE FENCE, 63 FEET SOUTHEAST OF TELEPHONE
 KY0982'POLE NO. 250-69, 47 FEET SOUTHEAST OF BEING IN LINE WITH THE
 KY0982'LOWER ONE OF TWO DAMS ON BATTLE RUN, 2 FEET NORTH OF A WHITE
 KY0982'CONCRETE WITNESS POST, ABOUT LEVEL WITH BLACK TOP ROAD AND SET IN
 KY0982'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0736 ***********************************************************************
 JX0736  DESIGNATION -  P 122
 JX0736  PID         -  JX0736
 JX0736  STATE/COUNTY-  WV/MARSHALL
 JX0736  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0736
 JX0736                         *CURRENT SURVEY CONTROL
 JX0736  ___________________________________________________________________
 JX0736* NAD 83(1986)-  39 55 59.     (N)    080 43 26.     (W)     SCALED    
 JX0736* NAVD 88     -       315.196  (meters)    1034.11   (feet)  ADJUSTED  
 JX0736  ___________________________________________________________________
 JX0736  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX0736  DYNAMIC HT  -         315.018 (meters)    1033.52  (feet)  COMP
 JX0736  MODELED GRAV-     980,054.8   (mgal)                       NAVD 88
 JX0736
 JX0736  VERT ORDER  -  SECOND    CLASS 0
 JX0736
 JX0736.The horizontal coordinates were scaled from a topographic map and have
 JX0736.an estimated accuracy of +/- 6 seconds.
 JX0736
 JX0736.The orthometric height was determined by differential leveling
 JX0736.and adjusted by the National Geodetic Survey in June 1991..
 JX0736
 JX0736.The geoid height was determined by GEOID03.
 JX0736
 JX0736.The dynamic height is computed by dividing the NAVD 88
 JX0736.geopotential number by the normal gravity value computed on the
 JX0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0736.degrees latitude (g = 980.6199 gals.).
 JX0736
 JX0736.The modeled gravity was interpolated from observed gravity values.
 JX0736
 JX0736;                    North         East    Units  Estimated Accuracy
 JX0736;SPC WV N     -   159,810.      495,390.      MT  (+/- 180 meters Scaled)
 JX0736
 JX0736                          SUPERSEDED SURVEY CONTROL
 JX0736
 JX0736  NGVD 29 (??/??/92)  315.356  (m)         1034.63   (f) ADJ UNCH    2 0
 JX0736
 JX0736.Superseded values are not recommended for survey control.
 JX0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0736.See file dsdata.txt to determine how the superseded data were derived.
 JX0736
 JX0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE235203(NAD 83)
 JX0736_MARKER: DB = BENCH MARK DISK
 JX0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0736_SP_SET: CATCH BASIN
 JX0736_STAMPING: P 122 1957
 JX0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0736
 JX0736  HISTORY     - Date     Condition        Report By
 JX0736  HISTORY     - 1957     MONUMENTED       CGS
 JX0736  HISTORY     - 1983     GOOD             NGS
 JX0736  HISTORY     - 20040523 MARK NOT FOUND   USPSQD
 JX0736
 JX0736                          STATION DESCRIPTION
 JX0736
 JX0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0736'2.2 MI NE FROM MOUNDSVILLE.
 JX0736'ABOUT 2.15 MILES NORTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 JX0736'POST OFFICE AT MOUNDSVILLE, ACROSS HIGHWAY FROM POWER AND CABLE
 JX0736'POLE NO. 31-112, IN THE TOP OF WEST CORNER OF A 2 1/2 BY 4 1/2
 JX0736'FOOT CONCRETE CATCH BASIN FOR A 15-INCH PIPE CULVERT UNDER
 JX0736'HIGHWAY, 15 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT
 JX0736'1 FOOT BELOW LEVEL OF HIGHWAY.
 JX0736
 JX0736                          STATION RECOVERY (1983)
 JX0736
 JX0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0736'RECOVERED IN GOOD CONDITION.
 JX0736
 JX0736                          STATION RECOVERY (2004)
 JX0736
 JX0736'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0909 ***********************************************************************
 KY0909  DESIGNATION -  P 123
 KY0909  PID         -  KY0909
 KY0909  STATE/COUNTY-  WV/MARSHALL
 KY0909  USGS QUAD   -  VALLEY GROVE (1981)
 KY0909
 KY0909                         *CURRENT SURVEY CONTROL
 KY0909  ___________________________________________________________________
 KY0909* NAD 83(1986)-  40 00 48.     (N)    080 32 29.     (W)     SCALED    
 KY0909* NAVD 88     -       407.818  (meters)    1337.98   (feet)  ADJUSTED  
 KY0909  ___________________________________________________________________
 KY0909  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KY0909  DYNAMIC HT  -         407.579 (meters)    1337.20  (feet)  COMP
 KY0909  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 KY0909
 KY0909  VERT ORDER  -  SECOND    CLASS 0
 KY0909
 KY0909.The horizontal coordinates were scaled from a topographic map and have
 KY0909.an estimated accuracy of +/- 6 seconds.
 KY0909
 KY0909.The orthometric height was determined by differential leveling
 KY0909.and adjusted by the National Geodetic Survey in June 1991..
 KY0909
 KY0909.The geoid height was determined by GEOID03.
 KY0909
 KY0909.The dynamic height is computed by dividing the NAVD 88
 KY0909.geopotential number by the normal gravity value computed on the
 KY0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0909.degrees latitude (g = 980.6199 gals.).
 KY0909
 KY0909.The modeled gravity was interpolated from observed gravity values.
 KY0909
 KY0909;                    North         East    Units  Estimated Accuracy
 KY0909;SPC WV N     -   168,530.      511,090.      MT  (+/- 180 meters Scaled)
 KY0909
 KY0909                          SUPERSEDED SURVEY CONTROL
 KY0909
 KY0909  NGVD 29 (??/??/92)  407.959  (m)         1338.45   (f) ADJ UNCH    2 0
 KY0909
 KY0909.Superseded values are not recommended for survey control.
 KY0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0909.See file dsdata.txt to determine how the superseded data were derived.
 KY0909
 KY0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE391293(NAD 83)
 KY0909_MARKER: DB = BENCH MARK DISK
 KY0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0909_STAMPING: P 123 1957
 KY0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0909+STABILITY: SURFACE MOTION
 KY0909
 KY0909  HISTORY     - Date     Condition        Report By
 KY0909  HISTORY     - 1957     MONUMENTED       CGS
 KY0909
 KY0909                          STATION DESCRIPTION
 KY0909
 KY0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0909'0.9 MI SW FROM DALLAS.
 KY0909'ABOUT 0.9 MILE SOUTHWEST ALONG LIMESTONE-DALLAS ROAD FROM THE
 KY0909'JUNCTION OF DALLAS PIKE AT DALLAS, ABOUT 1.1 MILES EAST OF JUNCTION
 KY0909'OF A DRIVE NORTH TO A CONCRETE BLOCK SCHOOL BUILDING, 15 1/2
 KY0909'FEET SOUTHWEST OF CENTER LINE OF ROAD, 2 FEET NORTH-NORTHWEST OF A
 KY0909'FENCE CORNER, ABOUT 65 YARDS SOUTHEAST OF BOTTOM OF GRADES, ABOUT
 KY0909'0.3 MILE EAST OF JUNCTION OF A NARROW ROAD SOUTH, 2 FEET NORTHWEST
 KY0909'OF A WHITE CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD AND SET
 KY0909'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0730 ***********************************************************************
 JX0730  DESIGNATION -  P 124
 JX0730  PID         -  JX0730
 JX0730  STATE/COUNTY-  WV/MARSHALL
 JX0730  USGS QUAD   -  CAMERON (1988)
 JX0730
 JX0730                         *CURRENT SURVEY CONTROL
 JX0730  ___________________________________________________________________
 JX0730* NAD 83(1986)-  39 52 19.     (N)    080 35 29.     (W)     SCALED    
 JX0730* NAVD 88     -       453.899  (meters)    1489.17   (feet)  ADJUSTED  
 JX0730  ___________________________________________________________________
 JX0730  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX0730  DYNAMIC HT  -         453.636 (meters)    1488.30  (feet)  COMP
 JX0730  MODELED GRAV-     980,033.2   (mgal)                       NAVD 88
 JX0730
 JX0730  VERT ORDER  -  SECOND    CLASS 0
 JX0730
 JX0730.The horizontal coordinates were scaled from a topographic map and have
 JX0730.an estimated accuracy of +/- 6 seconds.
 JX0730
 JX0730.The orthometric height was determined by differential leveling
 JX0730.and adjusted by the National Geodetic Survey in June 1991..
 JX0730
 JX0730.The geoid height was determined by GEOID03.
 JX0730
 JX0730.The dynamic height is computed by dividing the NAVD 88
 JX0730.geopotential number by the normal gravity value computed on the
 JX0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0730.degrees latitude (g = 980.6199 gals.).
 JX0730
 JX0730.The modeled gravity was interpolated from observed gravity values.
 JX0730
 JX0730;                    North         East    Units  Estimated Accuracy
 JX0730;SPC WV N     -   152,880.      506,640.      MT  (+/- 180 meters Scaled)
 JX0730
 JX0730                          SUPERSEDED SURVEY CONTROL
 JX0730
 JX0730  NGVD 29 (??/??/92)  454.038  (m)         1489.62   (f) ADJ UNCH    2 0
 JX0730
 JX0730.Superseded values are not recommended for survey control.
 JX0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0730.See file dsdata.txt to determine how the superseded data were derived.
 JX0730
 JX0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE349136(NAD 83)
 JX0730_MARKER: DB = BENCH MARK DISK
 JX0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0730_SP_SET: BUILDING
 JX0730_STAMPING: P 124 1957
 JX0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JX0730+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 JX0730
 JX0730  HISTORY     - Date     Condition        Report By
 JX0730  HISTORY     - 1957     MONUMENTED       CGS
 JX0730  HISTORY     - 20040615 GOOD             T3GLOB
 JX0730
 JX0730                          STATION DESCRIPTION
 JX0730
 JX0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0730'4.9 MI SE FROM PLEASANT VALLEY.
 JX0730'ABOUT 4.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE METHODIST
 JX0730'CHURCH AT PLEASANT VALLEY, THENCE ABOUT 0.55 MILE WEST ALONG FORK
 JX0730'RIDGE ROAD, AT THE JUNCTION OF A GRAVEL ROAD SOUTH TO LOUDENVILLE,
 JX0730'SET VERTICALLY IN THE WEST FACE OF STONE MASONRY FOUNDATION OF
 JX0730'FORK RIDGE BAPTIST CHURCH (BRICK BUILDING), 36 FEET NORTH OF
 JX0730'CENTER LINE OF ROAD AT CENTER OF JUNCTION, 1.6 FEET NORTH OF
 JX0730'SOUTHWEST CORNER OF CHURCH, 1 1/2 FEET ABOVE GROUND AND ABOUT
 JX0730'5 FEET ABOVE LEVEL OF ROAD.
 JX0730
 JX0730                          STATION RECOVERY (2004)
 JX0730
 JX0730'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2004 (BAW)
 JX0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0515 ***********************************************************************
 JX0515  DESIGNATION -  P 125
 JX0515  PID         -  JX0515
 JX0515  STATE/COUNTY-  WV/MARSHALL
 JX0515  USGS QUAD   -  CAMERON (1988)
 JX0515
 JX0515                         *CURRENT SURVEY CONTROL
 JX0515  ___________________________________________________________________
 JX0515* NAD 83(1986)-  39 45 49.     (N)    080 33 16.     (W)     SCALED    
 JX0515* NAVD 88     -       278.366  (meters)     913.27   (feet)  ADJUSTED  
 JX0515  ___________________________________________________________________
 JX0515  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JX0515  DYNAMIC HT  -         278.205 (meters)     912.74  (feet)  COMP
 JX0515  MODELED GRAV-     980,038.5   (mgal)                       NAVD 88
 JX0515
 JX0515  VERT ORDER  -  SECOND    CLASS 0
 JX0515
 JX0515.The horizontal coordinates were scaled from a topographic map and have
 JX0515.an estimated accuracy of +/- 6 seconds.
 JX0515
 JX0515.The orthometric height was determined by differential leveling
 JX0515.and adjusted by the National Geodetic Survey in June 1991..
 JX0515
 JX0515.The geoid height was determined by GEOID03.
 JX0515
 JX0515.The dynamic height is computed by dividing the NAVD 88
 JX0515.geopotential number by the normal gravity value computed on the
 JX0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0515.degrees latitude (g = 980.6199 gals.).
 JX0515
 JX0515.The modeled gravity was interpolated from observed gravity values.
 JX0515
 JX0515;                    North         East    Units  Estimated Accuracy
 JX0515;SPC WV N     -   140,810.      509,650.      MT  (+/- 180 meters Scaled)
 JX0515
 JX0515                          SUPERSEDED SURVEY CONTROL
 JX0515
 JX0515  NGVD 29 (??/??/92)  278.507  (m)          913.74   (f) ADJ UNCH    2 0
 JX0515
 JX0515.Superseded values are not recommended for survey control.
 JX0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0515.See file dsdata.txt to determine how the superseded data were derived.
 JX0515
 JX0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE381016(NAD 83)
 JX0515_MARKER: DB = BENCH MARK DISK
 JX0515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0515_SP_SET: BRIDGE
 JX0515_STAMPING: P 125 1957
 JX0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0515
 JX0515  HISTORY     - Date     Condition        Report By
 JX0515  HISTORY     - 1957     MONUMENTED       CGS
 JX0515
 JX0515                          STATION DESCRIPTION
 JX0515
 JX0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0515'1.2 MI SW FROM WOODRUFF.
 JX0515'ABOUT 1.25 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0515'FROM THE ROAD CROSSING AND POST OFFICE AT WOODRUFF, BETWEEN
 JX0515'MILEAGE POLES NO. 345+6 AND 345+7, IN THE TOP OF THE SOUTH END
 JX0515'OF WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 137 OVER HARTS
 JX0515'RUN, ABOUT 0.75 MILE NORTH OF DENVER STATION AT BELLTON, 11
 JX0515'FEET SOUTH OF SOUTH RAIL AND 1 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0549 ***********************************************************************
 JX0549  DESIGNATION -  P 126
 JX0549  PID         -  JX0549
 JX0549  STATE/COUNTY-  WV/WETZEL
 JX0549  USGS QUAD   -  WILEYVILLE (1976)
 JX0549
 JX0549                         *CURRENT SURVEY CONTROL
 JX0549  ___________________________________________________________________
 JX0549* NAD 83(1986)-  39 40 38.     (N)    080 39 31.     (W)     SCALED    
 JX0549* NAVD 88     -       414.233  (meters)    1359.03   (feet)  POSTED    
 JX0549  ___________________________________________________________________
 JX0549  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JX0549  DYNAMIC HT  -         413.990 (meters)    1358.23  (feet)  COMP
 JX0549  MODELED GRAV-     980,031.3   (mgal)                       NAVD 88
 JX0549
 JX0549  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JX0549
 JX0549.The horizontal coordinates were scaled from a topographic map and have
 JX0549.an estimated accuracy of +/- 6 seconds.
 JX0549
 JX0549.The orthometric height was determined by differential leveling
 JX0549.and adjusted by the National Geodetic Survey in 1992..
 JX0549.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JX0549.rate of 3.1 thru 4.0 mm/km.
 JX0549
 JX0549.The geoid height was determined by GEOID03.
 JX0549
 JX0549.The dynamic height is computed by dividing the NAVD 88
 JX0549.geopotential number by the normal gravity value computed on the
 JX0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0549.degrees latitude (g = 980.6199 gals.).
 JX0549
 JX0549.The modeled gravity was interpolated from observed gravity values.
 JX0549
 JX0549;                    North         East    Units  Estimated Accuracy
 JX0549;SPC WV N     -   131,330.      500,610.      MT  (+/- 180 meters Scaled)
 JX0549
 JX0549                          SUPERSEDED SURVEY CONTROL
 JX0549
 JX0549  NGVD 29 (??/??/92)  414.390  (m)         1359.54   (f) ADJ UNCH    2 0
 JX0549
 JX0549.Superseded values are not recommended for survey control.
 JX0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0549.See file dsdata.txt to determine how the superseded data were derived.
 JX0549
 JX0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND292919(NAD 83)
 JX0549_MARKER: DB = BENCH MARK DISK
 JX0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0549_SP_SET: WELL CURB
 JX0549_STAMPING: P 126 1957
 JX0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0549
 JX0549  HISTORY     - Date     Condition        Report By
 JX0549  HISTORY     - 1957     MONUMENTED       CGS
 JX0549
 JX0549                          STATION DESCRIPTION
 JX0549
 JX0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0549'2.6 MI SW FROM SILVER HILL.
 JX0549'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE BRIDGE
 JX0549'OVER LAUREL RUN AT SILVER HILL, AT ROSEFIELD SCHOOL, IN THE TOP
 JX0549'OF THE NORTHEAST CORNER OF WELL CURB OF WELL AT SCHOOL, 27 FEET
 JX0549'NORTH OF CENTER LINE OF HIGHWAY, 21 FEET EAST OF CENTER LINE OF
 JX0549'A ROAD NORTH AND DRIVE TO SCHOOL, 2 FEET SOUTH OF SOUTHSIDE OF
 JX0549'SCHOOL, 8 FEET EAST OF SOUTHWEST CORNER OF SCHOOL AND ABOUT 1 FOOT
 JX0549'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0687 ***********************************************************************
 JX0687  DESIGNATION -  P 127
 JX0687  PID         -  JX0687
 JX0687  STATE/COUNTY-  WV/MARSHALL
 JX0687  USGS QUAD   -  GLEN EASTON (1976)
 JX0687
 JX0687                         *CURRENT SURVEY CONTROL
 JX0687  ___________________________________________________________________
 JX0687* NAD 83(1986)-  39 46 12.     (N)    080 42 30.     (W)     SCALED    
 JX0687* NAVD 88     -       217.692  (meters)     714.21   (feet)  ADJUSTED  
 JX0687  ___________________________________________________________________
 JX0687  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX0687  DYNAMIC HT  -         217.569 (meters)     713.81  (feet)  COMP
 JX0687  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 JX0687
 JX0687  VERT ORDER  -  SECOND    CLASS 0
 JX0687
 JX0687.The horizontal coordinates were scaled from a topographic map and have
 JX0687.an estimated accuracy of +/- 6 seconds.
 JX0687
 JX0687.The orthometric height was determined by differential leveling
 JX0687.and adjusted by the National Geodetic Survey in June 1991..
 JX0687
 JX0687.The geoid height was determined by GEOID03.
 JX0687
 JX0687.The dynamic height is computed by dividing the NAVD 88
 JX0687.geopotential number by the normal gravity value computed on the
 JX0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0687.degrees latitude (g = 980.6199 gals.).
 JX0687
 JX0687.The modeled gravity was interpolated from observed gravity values.
 JX0687
 JX0687;                    North         East    Units  Estimated Accuracy
 JX0687;SPC WV N     -   141,690.      496,480.      MT  (+/- 180 meters Scaled)
 JX0687
 JX0687                          SUPERSEDED SURVEY CONTROL
 JX0687
 JX0687  NGVD 29 (??/??/92)  217.840  (m)          714.70   (f) ADJ UNCH    2 0
 JX0687
 JX0687.Superseded values are not recommended for survey control.
 JX0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0687.See file dsdata.txt to determine how the superseded data were derived.
 JX0687
 JX0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE249022(NAD 83)
 JX0687_MARKER: DB = BENCH MARK DISK
 JX0687_SETTING: 66 = SET IN ROCK OUTCROP
 JX0687_SP_SET: ROCK CUT
 JX0687_STAMPING: P 127 1957
 JX0687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0687+STABILITY: POSITION/ELEVATION WELL
 JX0687
 JX0687  HISTORY     - Date     Condition        Report By
 JX0687  HISTORY     - 1957     MONUMENTED       CGS
 JX0687
 JX0687                          STATION DESCRIPTION
 JX0687
 JX0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0687'AT LYNN CAMP.
 JX0687'AT LYNN CAMP, ABOUT 0.2 MILE NORTH ALONG A BLACK TOP ROAD FROM THE
 JX0687'METHODIST CHURCH, SET VERTICALLY IN EAST FACE OF A ROCK CUT,
 JX0687'29 1/2 FEET WEST OF WEST FACE OF A FRAME HOUSE WITH CONCRETE
 JX0687'BASEMENT, 19 1/2 FEET WEST OF CENTER LINE OF ROAD, 103 FEET SOUTH
 JX0687'OF CENTER OF ROAD JUNCTION, 99 FEET SOUTHWEST OF SOUTHWEST CORNER
 JX0687'OF WEST END OF A STEEL BRIDGE OVER FISH CREEK, AND ABOUT 3 FEET
 JX0687'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0693 ***********************************************************************
 JX0693  DESIGNATION -  P 128
 JX0693  PID         -  JX0693
 JX0693  STATE/COUNTY-  WV/MARSHALL
 JX0693  USGS QUAD   -  WILEYVILLE (1976)
 JX0693
 JX0693                         *CURRENT SURVEY CONTROL
 JX0693  ___________________________________________________________________
 JX0693* NAD 83(1986)-  39 43 49.     (N)    080 42 49.     (W)     SCALED    
 JX0693* NAVD 88     -       429.566  (meters)    1409.33   (feet)  ADJUSTED  
 JX0693  ___________________________________________________________________
 JX0693  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JX0693  DYNAMIC HT  -         429.321 (meters)    1408.53  (feet)  COMP
 JX0693  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 JX0693
 JX0693  VERT ORDER  -  SECOND    CLASS 0
 JX0693
 JX0693.The horizontal coordinates were scaled from a topographic map and have
 JX0693.an estimated accuracy of +/- 6 seconds.
 JX0693
 JX0693.The orthometric height was determined by differential leveling
 JX0693.and adjusted by the National Geodetic Survey in June 1991..
 JX0693
 JX0693.The geoid height was determined by GEOID03.
 JX0693
 JX0693.The dynamic height is computed by dividing the NAVD 88
 JX0693.geopotential number by the normal gravity value computed on the
 JX0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0693.degrees latitude (g = 980.6199 gals.).
 JX0693
 JX0693.The modeled gravity was interpolated from observed gravity values.
 JX0693
 JX0693;                    North         East    Units  Estimated Accuracy
 JX0693;SPC WV N     -   137,290.      495,970.      MT  (+/- 180 meters Scaled)
 JX0693
 JX0693                          SUPERSEDED SURVEY CONTROL
 JX0693
 JX0693  NGVD 29 (??/??/92)  429.718  (m)         1409.83   (f) ADJ UNCH    2 0
 JX0693
 JX0693.Superseded values are not recommended for survey control.
 JX0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0693.See file dsdata.txt to determine how the superseded data were derived.
 JX0693
 JX0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND245978(NAD 83)
 JX0693_MARKER: DB = BENCH MARK DISK
 JX0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0693_STAMPING: P 128 1957
 JX0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0693+STABILITY: SURFACE MOTION
 JX0693
 JX0693  HISTORY     - Date     Condition        Report By
 JX0693  HISTORY     - 1957     MONUMENTED       CGS
 JX0693
 JX0693                          STATION DESCRIPTION
 JX0693
 JX0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0693'AT SAINT JOSEPH.
 JX0693'AT SAINT JOSEPH, ABOUT 0.15 MILE SOUTHEAST AND EAST ALONG A ROAD
 JX0693'LEADING TO LYNN CAMP FROM THE ROAD JUNCTION AND CHURCH AT SAINT
 JX0693'JOSEPH, AT THE JUNCTION OF A ROAD LEADING SOUTHWEST AND SOUTH,
 JX0693'33 FEET SOUTH OF CENTER LINE OF ROAD WEST, 36 FEET NORTHWEST OF
 JX0693'CENTER LINE OF ROAD SOUTHWEST, 142 FEET SOUTHWEST OF CENTER OF
 JX0693'JUNCTION, 10 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE
 JX0693'LINE, 1 1/2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT
 JX0693'BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX0693'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0664 ***********************************************************************
 JX0664  DESIGNATION -  P 129
 JX0664  PID         -  JX0664
 JX0664  STATE/COUNTY-  WV/WETZEL
 JX0664  USGS QUAD   -  BIG RUN (1976)
 JX0664
 JX0664                         *CURRENT SURVEY CONTROL
 JX0664  ___________________________________________________________________
 JX0664* NAD 83(1986)-  39 32 45.     (N)    080 32 27.     (W)     SCALED    
 JX0664* NAVD 88     -       313.149  (meters)    1027.39   (feet)  ADJUSTED  
 JX0664  ___________________________________________________________________
 JX0664  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JX0664  DYNAMIC HT  -         312.963 (meters)    1026.78  (feet)  COMP
 JX0664  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 JX0664
 JX0664  VERT ORDER  -  SECOND    CLASS 0
 JX0664
 JX0664.The horizontal coordinates were scaled from a topographic map and have
 JX0664.an estimated accuracy of +/- 6 seconds.
 JX0664
 JX0664.The orthometric height was determined by differential leveling
 JX0664.and adjusted by the National Geodetic Survey in June 1991..
 JX0664
 JX0664.The geoid height was determined by GEOID03.
 JX0664
 JX0664.The dynamic height is computed by dividing the NAVD 88
 JX0664.geopotential number by the normal gravity value computed on the
 JX0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0664.degrees latitude (g = 980.6199 gals.).
 JX0664
 JX0664.The modeled gravity was interpolated from observed gravity values.
 JX0664
 JX0664;                    North         East    Units  Estimated Accuracy
 JX0664;SPC WV N     -   116,620.      510,540.      MT  (+/- 180 meters Scaled)
 JX0664
 JX0664                          SUPERSEDED SURVEY CONTROL
 JX0664
 JX0664  NGVD 29 (??/??/92)  313.302  (m)         1027.89   (f) ADJ UNCH    2 0
 JX0664
 JX0664.Superseded values are not recommended for survey control.
 JX0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0664.See file dsdata.txt to determine how the superseded data were derived.
 JX0664
 JX0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND394774(NAD 83)
 JX0664_MARKER: DB = BENCH MARK DISK
 JX0664_SETTING: 66 = SET IN ROCK OUTCROP
 JX0664_SP_SET: ROCK CUT
 JX0664_STAMPING: P 129 1957
 JX0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0664+STABILITY: POSITION/ELEVATION WELL
 JX0664
 JX0664  HISTORY     - Date     Condition        Report By
 JX0664  HISTORY     - 1957     MONUMENTED       CGS
 JX0664
 JX0664                          STATION DESCRIPTION
 JX0664
 JX0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0664'1 MI SE FROM MOBLEY.
 JX0664'ABOUT 0.35 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE ROAD
 JX0664'JUNCTION AT MOBLEY, THENCE ABOUT 0.6 MILE SOUTH ALONG A GRAVEL
 JX0664'ROAD, ABOUT 0.9 MILE NORTH OF THE CROSSROADS AT FAIRVIEW, ON
 JX0664'THE NORTH SLOPE OF A LONG CROOKED GRADE, SET VERTICALLY IN THE
 JX0664'SOUTHWEST FACE OF A ROCK PROJECTION IN A CUT, 16 FEET NORTHEAST
 JX0664'OF CENTER LINE OF ROAD, 209 FEET SOUTHEAST AND ACROSS ROAD FROM
 JX0664'THE FIRST POWER POLE NORTHWEST OF A POLE WITH TRANSFORMER
 JX0664'(ALSO THE FIRST POLE SOUTHEAST OF POLE WITH A TRANSFORMER),
 JX0664'ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1056 ***********************************************************************
 HX1056  DESIGNATION -  P 13
 HX1056  PID         -  HX1056
 HX1056  STATE/COUNTY-  WV/NICHOLAS
 HX1056  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1056
 HX1056                         *CURRENT SURVEY CONTROL
 HX1056  ___________________________________________________________________
 HX1056* NAD 83(1986)-  38 22 01.     (N)    080 46 36.     (W)     SCALED    
 HX1056* NAVD 88     -       574.707  (meters)    1885.52   (feet)  ADJUSTED  
 HX1056  ___________________________________________________________________
 HX1056  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HX1056  DYNAMIC HT  -         574.271 (meters)    1884.09  (feet)  COMP
 HX1056  MODELED GRAV-     979,853.1   (mgal)                       NAVD 88
 HX1056
 HX1056  VERT ORDER  -  SECOND    CLASS 0
 HX1056
 HX1056.The horizontal coordinates were scaled from a topographic map and have
 HX1056.an estimated accuracy of +/- 6 seconds.
 HX1056
 HX1056.The orthometric height was determined by differential leveling
 HX1056.and adjusted by the National Geodetic Survey in June 1991..
 HX1056
 HX1056.The geoid height was determined by GEOID03.
 HX1056
 HX1056.The dynamic height is computed by dividing the NAVD 88
 HX1056.geopotential number by the normal gravity value computed on the
 HX1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1056.degrees latitude (g = 980.6199 gals.).
 HX1056
 HX1056.The modeled gravity was interpolated from observed gravity values.
 HX1056
 HX1056;                    North         East    Units  Estimated Accuracy
 HX1056;SPC WV S     -   151,740.      619,520.      MT  (+/- 180 meters Scaled)
 HX1056
 HX1056                          SUPERSEDED SURVEY CONTROL
 HX1056
 HX1056  NGVD 29 (??/??/92)  574.857  (m)         1886.01   (f) ADJ UNCH    2 0
 HX1056
 HX1056.Superseded values are not recommended for survey control.
 HX1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1056.See file dsdata.txt to determine how the superseded data were derived.
 HX1056
 HX1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC195465(NAD 83)
 HX1056_MARKER: DB = BENCH MARK DISK
 HX1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1056_STAMPING: P 13 1933
 HX1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1056+STABILITY: SURFACE MOTION
 HX1056
 HX1056  HISTORY     - Date     Condition        Report By
 HX1056  HISTORY     - 1933     MONUMENTED       CGS
 HX1056  HISTORY     - 1961     GOOD             NGS
 HX1056
 HX1056                          STATION DESCRIPTION
 HX1056
 HX1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1056'2.6 MI E FROM MUDDLETY.
 HX1056'ABOUT 2.55 MILES EAST ALONG STATE HIGHWAY 43 FROM THE JUNCTION
 HX1056'OF U.S. HIGHWAY 19 AT MUDDLETY, AT THE OUTSIDE OF A CURVE, AT
 HX1056'THE WEST SIDE OF A SMALL RAVINE WHICH IS BETWEEN TWO CUTS,
 HX1056'33 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 HX1056'NORTHWEST OF THE NORTH END OF A 24-INCH PIPE CULVERT FOR THE
 HX1056'RAVINE, 8 FEET NORTHEAST OF A TELEPHONE LINE BRACE POLE, 1
 HX1056'FOOT SOUTH OF A FENCE LINE, 4 FEET ABOVE THE LEVEL OF THE
 HX1056'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HX1056'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0617 ***********************************************************************
 JX0617  DESIGNATION -  P 130
 JX0617  PID         -  JX0617
 JX0617  STATE/COUNTY-  WV/WETZEL
 JX0617  USGS QUAD   -  WILEYVILLE (1976)
 JX0617
 JX0617                         *CURRENT SURVEY CONTROL
 JX0617  ___________________________________________________________________
 JX0617* NAD 83(1986)-  39 37 32.     (N)    080 41 41.     (W)     SCALED    
 JX0617* NAVD 88     -       237.581  (meters)     779.46   (feet)  ADJUSTED  
 JX0617  ___________________________________________________________________
 JX0617  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JX0617  DYNAMIC HT  -         237.441 (meters)     779.00  (feet)  COMP
 JX0617  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 JX0617
 JX0617  VERT ORDER  -  SECOND    CLASS 0
 JX0617
 JX0617.The horizontal coordinates were scaled from a topographic map and have
 JX0617.an estimated accuracy of +/- 6 seconds.
 JX0617
 JX0617.The orthometric height was determined by differential leveling
 JX0617.and adjusted by the National Geodetic Survey in June 1991..
 JX0617
 JX0617.The geoid height was determined by GEOID03.
 JX0617
 JX0617.The dynamic height is computed by dividing the NAVD 88
 JX0617.geopotential number by the normal gravity value computed on the
 JX0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0617.degrees latitude (g = 980.6199 gals.).
 JX0617
 JX0617.The modeled gravity was interpolated from observed gravity values.
 JX0617
 JX0617;                    North         East    Units  Estimated Accuracy
 JX0617;SPC WV N     -   125,640.      497,430.      MT  (+/- 180 meters Scaled)
 JX0617
 JX0617                          SUPERSEDED SURVEY CONTROL
 JX0617
 JX0617  NGVD 29 (??/??/92)  237.740  (m)          779.99   (f) ADJ UNCH    2 0
 JX0617
 JX0617.Superseded values are not recommended for survey control.
 JX0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0617.See file dsdata.txt to determine how the superseded data were derived.
 JX0617
 JX0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND262862(NAD 83)
 JX0617_MARKER: DB = BENCH MARK DISK
 JX0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0617_SP_SET: CULVERT
 JX0617_STAMPING: P 130 1957
 JX0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0617
 JX0617  HISTORY     - Date     Condition        Report By
 JX0617  HISTORY     - 1957     MONUMENTED       CGS
 JX0617
 JX0617                          STATION DESCRIPTION
 JX0617
 JX0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0617'1.3 MI W FROM WILEYVILLE.
 JX0617'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH OF
 JX0617'CHRIST AT WILEYVILLE, ON THE OUTSIDE AND NEAR THE NORTHEAST END
 JX0617'OF A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHEAST, NEAR A
 JX0617'CONCRETE BLOCK HOUSE, IN THE TOP OF THE SOUTHWEST END OF
 JX0617'NORTHWEST HEAD WALL OF A 5-FOOT CONCRETE BOX CULVERT, 27 FEET
 JX0617'NORTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT 6 FEET BELOW LEVEL
 JX0617'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1018 ***********************************************************************
 JX1018  DESIGNATION -  P 131
 JX1018  PID         -  JX1018
 JX1018  STATE/COUNTY-  WV/RITCHIE
 JX1018  USGS QUAD   -  ELLENBORO (1975)
 JX1018
 JX1018                         *CURRENT SURVEY CONTROL
 JX1018  ___________________________________________________________________
 JX1018* NAD 83(1986)-  39 16 25.     (N)    081 04 00.     (W)     SCALED    
 JX1018* NAVD 88     -       297.828  (meters)     977.12   (feet)  ADJUSTED  
 JX1018  ___________________________________________________________________
 JX1018  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JX1018  DYNAMIC HT  -         297.643 (meters)     976.52  (feet)  COMP
 JX1018  MODELED GRAV-     979,999.0   (mgal)                       NAVD 88
 JX1018
 JX1018  VERT ORDER  -  SECOND    CLASS 0
 JX1018
 JX1018.The horizontal coordinates were scaled from a topographic map and have
 JX1018.an estimated accuracy of +/- 6 seconds.
 JX1018
 JX1018.The orthometric height was determined by differential leveling
 JX1018.and adjusted by the National Geodetic Survey in June 1991..
 JX1018
 JX1018.The geoid height was determined by GEOID03.
 JX1018
 JX1018.The dynamic height is computed by dividing the NAVD 88
 JX1018.geopotential number by the normal gravity value computed on the
 JX1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1018.degrees latitude (g = 980.6199 gals.).
 JX1018
 JX1018.The modeled gravity was interpolated from observed gravity values.
 JX1018
 JX1018;                    North         East    Units  Estimated Accuracy
 JX1018;SPC WV N     -    87,060.      464,820.      MT  (+/- 180 meters Scaled)
 JX1018
 JX1018                          SUPERSEDED SURVEY CONTROL
 JX1018
 JX1018  NGVD 29 (??/??/92)  298.000  (m)          977.69   (f) ADJ UNCH    2 0
 JX1018
 JX1018.Superseded values are not recommended for survey control.
 JX1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1018.See file dsdata.txt to determine how the superseded data were derived.
 JX1018
 JX1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD942471(NAD 83)
 JX1018_MARKER: DB = BENCH MARK DISK
 JX1018_SETTING: 66 = SET IN ROCK OUTCROP
 JX1018_SP_SET: ROCK LEDGE
 JX1018_STAMPING: P 131 1957
 JX1018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1018+STABILITY: POSITION/ELEVATION WELL
 JX1018
 JX1018  HISTORY     - Date     Condition        Report By
 JX1018  HISTORY     - 1957     MONUMENTED       CGS
 JX1018  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX1018
 JX1018                          STATION DESCRIPTION
 JX1018
 JX1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1018'0.7 MI NW FROM ELLENBORO.
 JX1018'ABOUT 0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION
 JX1018'OF STATE HIGHWAY 16 AT ELLENBORO, IN THE TOP OF AN OUTCROPPING
 JX1018'SANDSTONE LEDGE, 21 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 59
 JX1018'FEET WEST AND ACROSS HIGHWAY FROM TELEPHONE POLE NO. 22, 40 1/2
 JX1018'FEET NORTHEAST OF NORTH CORNER OF ROBERT HENDRICKSONS RESIDENCE,
 JX1018'43 FEET SOUTHEAST OF CENTER LINE OF A DRIVE SOUTHWEST, 3/4 FOOT
 JX1018'SOUTHWEST OF NORTHEAST EDGE OF LEDGE AND ABOUT 3 FEET ABOVE LEVEL
 JX1018'OF HIGHWAY.  NOTE-- MARK IS ABOUT 1.15 MILES SOUTHEAST ALONG U.S.
 JX1018'HIGHWAY 50 FROM THE JUNCTION OF U.S. ALTERNATE 50 AT PIKE.
 JX1018
 JX1018                          STATION RECOVERY (1983)
 JX1018
 JX1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1018'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0924 ***********************************************************************
 JX0924  DESIGNATION -  P 132
 JX0924  PID         -  JX0924
 JX0924  STATE/COUNTY-  WV/RITCHIE
 JX0924  USGS QUAD   -  ELLENBORO (1975)
 JX0924
 JX0924                         *CURRENT SURVEY CONTROL
 JX0924  ___________________________________________________________________
 JX0924* NAD 83(1986)-  39 17 50.     (N)    081 05 47.     (W)     SCALED    
 JX0924* NAVD 88     -       245.077  (meters)     804.06   (feet)  ADJUSTED  
 JX0924  ___________________________________________________________________
 JX0924  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JX0924  DYNAMIC HT  -         244.924 (meters)     803.55  (feet)  COMP
 JX0924  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 JX0924
 JX0924  VERT ORDER  -  SECOND    CLASS 0
 JX0924
 JX0924.The horizontal coordinates were scaled from a topographic map and have
 JX0924.an estimated accuracy of +/- 6 seconds.
 JX0924
 JX0924.The orthometric height was determined by differential leveling
 JX0924.and adjusted by the National Geodetic Survey in June 1991..
 JX0924
 JX0924.The geoid height was determined by GEOID03.
 JX0924
 JX0924.The dynamic height is computed by dividing the NAVD 88
 JX0924.geopotential number by the normal gravity value computed on the
 JX0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0924.degrees latitude (g = 980.6199 gals.).
 JX0924
 JX0924.The modeled gravity was interpolated from observed gravity values.
 JX0924
 JX0924;                    North         East    Units  Estimated Accuracy
 JX0924;SPC WV N     -    89,730.      462,300.      MT  (+/- 180 meters Scaled)
 JX0924
 JX0924                          SUPERSEDED SURVEY CONTROL
 JX0924
 JX0924  NGVD 29 (??/??/92)  245.246  (m)          804.61   (f) ADJ UNCH    2 0
 JX0924
 JX0924.Superseded values are not recommended for survey control.
 JX0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0924.See file dsdata.txt to determine how the superseded data were derived.
 JX0924
 JX0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD916497(NAD 83)
 JX0924_MARKER: DB = BENCH MARK DISK
 JX0924_SETTING: 66 = SET IN ROCK OUTCROP
 JX0924_SP_SET: ROCK LEDGE
 JX0924_STAMPING: P 132 1957
 JX0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0924+STABILITY: POSITION/ELEVATION WELL
 JX0924
 JX0924  HISTORY     - Date     Condition        Report By
 JX0924  HISTORY     - 1957     MONUMENTED       CGS
 JX0924
 JX0924                          STATION DESCRIPTION
 JX0924
 JX0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0924'1.7 MI NW FROM PIKE.
 JX0924'ABOUT 1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION
 JX0924'OF U.S. ALTERNATE 50 AT PIKE, IN THE TOP OF AN OUTCROPPING
 JX0924'LEDGE OF ROCK ABOUT 4 BY 4 FEET, 43 1/2 FEET EAST OF CENTER
 JX0924'LINE OF HIGHWAY, 296 FEET NORTH OF THE NORTHWEST CORNER OF A
 JX0924'2-STORY WHITE FRAME HOUSE, 80 FEET NORTHEAST AND ACROSS HIGHWAY
 JX0924'FROM TELEPHONE POLE NO. 101, 32 FEET NORTHWEST AND ABOUT 1 1/2
 JX0924'FEET BELOW A 12-INCH TRIANGLE CHISELED IN FACE OF ROCK CUT, 16
 JX0924'FEET NORTHEAST OF CENTER LINE OF A DRIVE TO ABOVE REFERENCED
 JX0924'HOUSE, 19 1/2 FEET EAST OF NORTH END OF AN 18-INCH METAL PIPE
 JX0924'CULVERT UNDER DRIVE, AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0364 ***********************************************************************
 JX0364  DESIGNATION -  P 133
 JX0364  PID         -  JX0364
 JX0364  STATE/COUNTY-  WV/DODDRIDGE
 JX0364  USGS QUAD   -  SALEM (1976)
 JX0364
 JX0364                         *CURRENT SURVEY CONTROL
 JX0364  ___________________________________________________________________
 JX0364* NAD 83(1986)-  39 21 36.     (N)    080 35 04.     (W)     SCALED    
 JX0364* NAVD 88     -       255.863  (meters)     839.44   (feet)  ADJUSTED  
 JX0364  ___________________________________________________________________
 JX0364  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JX0364  DYNAMIC HT  -         255.705 (meters)     838.93  (feet)  COMP
 JX0364  MODELED GRAV-     980,006.5   (mgal)                       NAVD 88
 JX0364
 JX0364  VERT ORDER  -  SECOND    CLASS 0
 JX0364
 JX0364.The horizontal coordinates were scaled from a topographic map and have
 JX0364.an estimated accuracy of +/- 6 seconds.
 JX0364
 JX0364.The orthometric height was determined by differential leveling
 JX0364.and adjusted by the National Geodetic Survey in June 1991..
 JX0364
 JX0364.The geoid height was determined by GEOID03.
 JX0364
 JX0364.The dynamic height is computed by dividing the NAVD 88
 JX0364.geopotential number by the normal gravity value computed on the
 JX0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0364.degrees latitude (g = 980.6199 gals.).
 JX0364
 JX0364.The modeled gravity was interpolated from observed gravity values.
 JX0364
 JX0364;                    North         East    Units  Estimated Accuracy
 JX0364;SPC WV N     -    96,040.      506,540.      MT  (+/- 180 meters Scaled)
 JX0364
 JX0364                          SUPERSEDED SURVEY CONTROL
 JX0364
 JX0364  NGVD 29 (??/??/92)  256.017  (m)          839.95   (f) ADJ UNCH    2 0
 JX0364
 JX0364.Superseded values are not recommended for survey control.
 JX0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0364.See file dsdata.txt to determine how the superseded data were derived.
 JX0364
 JX0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND358568(NAD 83)
 JX0364_MARKER: DB = BENCH MARK DISK
 JX0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0364_STAMPING: P 133 1957
 JX0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0364+STABILITY: SURFACE MOTION
 JX0364
 JX0364  HISTORY     - Date     Condition        Report By
 JX0364  HISTORY     - 1957     MONUMENTED       CGS
 JX0364
 JX0364                          STATION DESCRIPTION
 JX0364
 JX0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0364'0.6 MI NW FROM SEDALIA.
 JX0364'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 23 FROM THE SCHOOL
 JX0364'AT SEDALIA, ABOUT 0.4 MILE WEST OF STORE AT SEDALIA, ABOUT 115
 JX0364'YARDS SOUTH OF A CEMETERY WHICH IS LOCATED ON TOP OF A RIDGE, 68
 JX0364'FEET EAST-NORTHEAST OF CENTER LINE OF HIGHWAY, 70 FEET NORTHEAST
 JX0364'OF NORTH END OF EAST BRIDGE RAILING OF A HIGHWAY BRIDGE OVER
 JX0364'ROBINSON FORK, 48 FEET EAST-NORTHEAST OF A POWER POLE, 12 FEET
 JX0364'SOUTHEAST OF CENTER OF A FARM GATE, 4 FEET NORTHWEST OF A FENCE
 JX0364'CORNER, 1 FOOT SOUTHWEST OF A FENCE LINE, 2 FEET SOUTHWEST OF
 JX0364'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY
 JX0364'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0371 ***********************************************************************
 JX0371  DESIGNATION -  P 134
 JX0371  PID         -  JX0371
 JX0371  STATE/COUNTY-  WV/DODDRIDGE
 JX0371  USGS QUAD   -  CENTER POINT (1976)
 JX0371
 JX0371                         *CURRENT SURVEY CONTROL
 JX0371  ___________________________________________________________________
 JX0371* NAD 83(1986)-  39 23 44.     (N)    080 39 34.     (W)     SCALED    
 JX0371* NAVD 88     -       235.443  (meters)     772.45   (feet)  ADJUSTED  
 JX0371  ___________________________________________________________________
 JX0371  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JX0371  DYNAMIC HT  -         235.302 (meters)     771.99  (feet)  COMP
 JX0371  MODELED GRAV-     980,022.5   (mgal)                       NAVD 88
 JX0371
 JX0371  VERT ORDER  -  SECOND    CLASS 0
 JX0371
 JX0371.The horizontal coordinates were scaled from a topographic map and have
 JX0371.an estimated accuracy of +/- 6 seconds.
 JX0371
 JX0371.The orthometric height was determined by differential leveling
 JX0371.and adjusted by the National Geodetic Survey in June 1991..
 JX0371
 JX0371.The geoid height was determined by GEOID03.
 JX0371
 JX0371.The dynamic height is computed by dividing the NAVD 88
 JX0371.geopotential number by the normal gravity value computed on the
 JX0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0371.degrees latitude (g = 980.6199 gals.).
 JX0371
 JX0371.The modeled gravity was interpolated from observed gravity values.
 JX0371
 JX0371;                    North         East    Units  Estimated Accuracy
 JX0371;SPC WV N     -   100,070.      500,130.      MT  (+/- 180 meters Scaled)
 JX0371
 JX0371                          SUPERSEDED SURVEY CONTROL
 JX0371
 JX0371  NGVD 29 (??/??/92)  235.603  (m)          772.97   (f) ADJ UNCH    2 0
 JX0371
 JX0371.Superseded values are not recommended for survey control.
 JX0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0371.See file dsdata.txt to determine how the superseded data were derived.
 JX0371
 JX0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND293607(NAD 83)
 JX0371_MARKER: DB = BENCH MARK DISK
 JX0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0371_STAMPING: P 134 1957
 JX0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0371+STABILITY: SURFACE MOTION
 JX0371
 JX0371  HISTORY     - Date     Condition        Report By
 JX0371  HISTORY     - 1957     MONUMENTED       CGS
 JX0371
 JX0371                          STATION DESCRIPTION
 JX0371
 JX0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0371'2.4 MI NW FROM CENTER POINT.
 JX0371'ABOUT 2.45 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE SCHOOL
 JX0371'AT CENTER POINT, ABOUT 1.65 MILES SOUTHWEST OF BRIDGE OVER BROAD
 JX0371'RUN AT ASHLEY, 21 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 JX0371'32 FEET NORTHWEST OF A LONE 18-INCH HICKORY TREE IN A FENCE
 JX0371'LINE, 9 FEET NORTHWEST OF CENTER OF GATE ENTRANCE TO SOUTH PENN.
 JX0371'PUMPING STATION, 1 1/2 FEET NORTH OF NORTH CORNER OF STEEL
 JX0371'FENCE AROUND PUMPING STATION, ABOUT 3 FEET BELOW LEVEL OF
 JX0371'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1064 ***********************************************************************
 JX1064  DESIGNATION -  P 135
 JX1064  PID         -  JX1064
 JX1064  STATE/COUNTY-  WV/PLEASANTS
 JX1064  USGS QUAD   -  BENS RUN (1994)
 JX1064
 JX1064                         *CURRENT SURVEY CONTROL
 JX1064  ___________________________________________________________________
 JX1064* NAD 83(1986)-  39 24 42.     (N)    081 01 05.     (W)     SCALED    
 JX1064* NAVD 88     -       239.619  (meters)     786.15   (feet)  ADJUSTED  
 JX1064  ___________________________________________________________________
 JX1064  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX1064  DYNAMIC HT  -         239.474 (meters)     785.67  (feet)  COMP
 JX1064  MODELED GRAV-     980,019.1   (mgal)                       NAVD 88
 JX1064
 JX1064  VERT ORDER  -  SECOND    CLASS 0
 JX1064
 JX1064.The horizontal coordinates were scaled from a topographic map and have
 JX1064.an estimated accuracy of +/- 6 seconds.
 JX1064
 JX1064.The orthometric height was determined by differential leveling
 JX1064.and adjusted by the National Geodetic Survey in June 1991..
 JX1064
 JX1064.The geoid height was determined by GEOID03.
 JX1064
 JX1064.The dynamic height is computed by dividing the NAVD 88
 JX1064.geopotential number by the normal gravity value computed on the
 JX1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1064.degrees latitude (g = 980.6199 gals.).
 JX1064
 JX1064.The modeled gravity was interpolated from observed gravity values.
 JX1064
 JX1064;                    North         East    Units  Estimated Accuracy
 JX1064;SPC WV N     -   102,320.      469,280.      MT  (+/- 180 meters Scaled)
 JX1064
 JX1064                          SUPERSEDED SURVEY CONTROL
 JX1064
 JX1064  NGVD 29 (??/??/92)  239.788  (m)          786.70   (f) ADJ UNCH    2 0
 JX1064
 JX1064.Superseded values are not recommended for survey control.
 JX1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1064.See file dsdata.txt to determine how the superseded data were derived.
 JX1064
 JX1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD984624(NAD 83)
 JX1064_MARKER: DB = BENCH MARK DISK
 JX1064_SETTING: 66 = SET IN ROCK OUTCROP
 JX1064_SP_SET: ROCK CUT
 JX1064_STAMPING: P 135 1957
 JX1064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1064+STABILITY: POSITION/ELEVATION WELL
 JX1064
 JX1064  HISTORY     - Date     Condition        Report By
 JX1064  HISTORY     - 1957     MONUMENTED       CGS
 JX1064  HISTORY     - 1983     GOOD             NGS
 JX1064
 JX1064                          STATION DESCRIPTION
 JX1064
 JX1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1064'1.2 MI NW FROM MEADVILLE.
 JX1064'ABOUT 1.15 MILES NORTHWEST ALONG A ROAD FROM THE BRIDGE OVER
 JX1064'SUGAR CREEK AT MEADVILLE, ABOUT 0.4 MILE NORTHWEST OF JUNCTION OF
 JX1064'A BLACK TOP ROAD LEADING SOUTHWEST, ABOUT 0.5 MILE SOUTHEAST OF
 JX1064'UNION CHAPEL CHURCH AND CEMETERY, IN THE TOP OF AN OUTCROPPING
 JX1064'LEDGE OF ROCK IN A CUT, 18 FEET EAST OF CENTER LINE OF ROAD, 70
 JX1064'FEET SOUTH OF EAST END OF A 60-INCH METAL PIPE CULVERT UNDER
 JX1064'ROAD, 4 FEET NORTH AND ABOUT LEVEL WITH A 12-INCH TRIANGLE
 JX1064'CHISELED IN FACE OF CUT, 1 FOOT SOUTH OF NORTH END OF LEDGE AND
 JX1064'ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 JX1064
 JX1064                          STATION RECOVERY (1983)
 JX1064
 JX1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0595 ***********************************************************************
 JX0595  DESIGNATION -  P 136
 JX0595  PID         -  JX0595
 JX0595  STATE/COUNTY-  WV/WETZEL
 JX0595  USGS QUAD   -  LITTLETON (1976)
 JX0595
 JX0595                         *CURRENT SURVEY CONTROL
 JX0595  ___________________________________________________________________
 JX0595* NAD 83(1986)-  39 42 44.     (N)    080 31 35.     (W)     SCALED    
 JX0595* NAVD 88     -       323.187  (meters)    1060.32   (feet)  ADJUSTED  
 JX0595  ___________________________________________________________________
 JX0595  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JX0595  DYNAMIC HT  -         322.999 (meters)    1059.71  (feet)  COMP
 JX0595  MODELED GRAV-     980,035.8   (mgal)                       NAVD 88
 JX0595
 JX0595  VERT ORDER  -  SECOND    CLASS 0
 JX0595
 JX0595.The horizontal coordinates were scaled from a topographic map and have
 JX0595.an estimated accuracy of +/- 6 seconds.
 JX0595
 JX0595.The orthometric height was determined by differential leveling
 JX0595.and adjusted by the National Geodetic Survey in June 1991..
 JX0595
 JX0595.The geoid height was determined by GEOID03.
 JX0595
 JX0595.The dynamic height is computed by dividing the NAVD 88
 JX0595.geopotential number by the normal gravity value computed on the
 JX0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0595.degrees latitude (g = 980.6199 gals.).
 JX0595
 JX0595.The modeled gravity was interpolated from observed gravity values.
 JX0595
 JX0595;                    North         East    Units  Estimated Accuracy
 JX0595;SPC WV N     -   135,080.      511,990.      MT  (+/- 180 meters Scaled)
 JX0595
 JX0595                          SUPERSEDED SURVEY CONTROL
 JX0595
 JX0595  NGVD 29 (??/??/92)  323.333  (m)         1060.80   (f) ADJ UNCH    2 0
 JX0595
 JX0595.Superseded values are not recommended for survey control.
 JX0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0595.See file dsdata.txt to determine how the superseded data were derived.
 JX0595
 JX0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND405959(NAD 83)
 JX0595_MARKER: DB = BENCH MARK DISK
 JX0595_SETTING: 66 = SET IN ROCK OUTCROP
 JX0595_SP_SET: ROCK CUT
 JX0595_STAMPING: P 136 1957
 JX0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0595+STABILITY: POSITION/ELEVATION WELL
 JX0595
 JX0595  HISTORY     - Date     Condition        Report By
 JX0595  HISTORY     - 1957     MONUMENTED       CGS
 JX0595
 JX0595                          STATION DESCRIPTION
 JX0595
 JX0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0595'1.7 MI NW FROM LITTLETON.
 JX0595'ABOUT 1.7 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO
 JX0595'RAILROAD FROM THE POST OFFICE AT LITTLETON, ABOUT 0.8 MILE
 JX0595'SOUTHEAST OF SOUTH END OF BOARD TREE TUNNEL, NEAR MILEAGE
 JX0595'POLE NO. 339+20, SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK IN
 JX0595'ROCK CUT, 34 FEET SOUTHEAST OF SOUTHEAST RAIL, 34 FEET SOUTHEAST
 JX0595'AND ACROSS TRACK FROM POLE NO. 339+20, AND ABOUT 1 1/2 FEET
 JX0595'ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0396 ***********************************************************************
 JX0396  DESIGNATION -  P 137
 JX0396  PID         -  JX0396
 JX0396  STATE/COUNTY-  WV/DODDRIDGE
 JX0396  USGS QUAD   -  CENTER POINT (1976)
 JX0396
 JX0396                         *CURRENT SURVEY CONTROL
 JX0396  ___________________________________________________________________
 JX0396* NAD 83(1986)-  39 23 32.     (N)    080 37 36.     (W)     SCALED    
 JX0396* NAVD 88     -       243.428  (meters)     798.65   (feet)  ADJUSTED  
 JX0396  ___________________________________________________________________
 JX0396  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JX0396  DYNAMIC HT  -         243.281 (meters)     798.16  (feet)  COMP
 JX0396  MODELED GRAV-     980,017.7   (mgal)                       NAVD 88
 JX0396
 JX0396  VERT ORDER  -  SECOND    CLASS 0
 JX0396
 JX0396.The horizontal coordinates were scaled from a topographic map and have
 JX0396.an estimated accuracy of +/- 6 seconds.
 JX0396
 JX0396.The orthometric height was determined by differential leveling
 JX0396.and adjusted by the National Geodetic Survey in June 1991..
 JX0396
 JX0396.The geoid height was determined by GEOID03.
 JX0396
 JX0396.The dynamic height is computed by dividing the NAVD 88
 JX0396.geopotential number by the normal gravity value computed on the
 JX0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0396.degrees latitude (g = 980.6199 gals.).
 JX0396
 JX0396.The modeled gravity was interpolated from observed gravity values.
 JX0396
 JX0396;                    North         East    Units  Estimated Accuracy
 JX0396;SPC WV N     -    99,660.      502,950.      MT  (+/- 180 meters Scaled)
 JX0396
 JX0396                          SUPERSEDED SURVEY CONTROL
 JX0396
 JX0396  NGVD 29 (??/??/92)  243.586  (m)          799.17   (f) ADJ UNCH    2 0
 JX0396
 JX0396.Superseded values are not recommended for survey control.
 JX0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0396.See file dsdata.txt to determine how the superseded data were derived.
 JX0396
 JX0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND321603(NAD 83)
 JX0396_MARKER: DB = BENCH MARK DISK
 JX0396_SETTING: 66 = SET IN ROCK OUTCROP
 JX0396_SP_SET: CUT
 JX0396_STAMPING: P 137 1957
 JX0396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0396+STABILITY: POSITION/ELEVATION WELL
 JX0396
 JX0396  HISTORY     - Date     Condition        Report By
 JX0396  HISTORY     - 1957     MONUMENTED       CGS
 JX0396
 JX0396                          STATION DESCRIPTION
 JX0396
 JX0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0396'0.6 MI E FROM CENTER POINT.
 JX0396'ABOUT 0.55 MILE EAST ALONG ROAD FOLLOWING PIKE FORK FROM THE
 JX0396'JUNCTION OF STATE HIGHWAY 23 AT CENTER POINT, 20 1/2 FEET NORTH
 JX0396'OF CENTER LINE OF BLACK TOP ROAD, 247 FEET EAST OF NORTH END
 JX0396'OF A 24-INCH PIPE CULVERT UNDER BLACK TOP ROAD FOR A SMALL CREEK
 JX0396'BRANCH, 93 FEET NORTHWEST OF NORTH-NORTHEAST END OF A FOOT BRIDGE
 JX0396'OVER PIKE FORK AND LEADING TO A FARM HOUSE, SET VERTICALLY
 JX0396'IN THE SOUTH FACE OF A SMOOTH CURVING LAYER OF ROCK AT THE
 JX0396'BOTTOM OF A 15-FOOT HIGH ROCK CUT AND ABOUT 5 1/2 FEET ABOVE
 JX0396'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0437 ***********************************************************************
 JX0437  DESIGNATION -  P 138
 JX0437  PID         -  JX0437
 JX0437  STATE/COUNTY-  WV/WETZEL
 JX0437  USGS QUAD   -  PINE GROVE (1976)
 JX0437
 JX0437                         *CURRENT SURVEY CONTROL
 JX0437  ___________________________________________________________________
 JX0437* NAD 83(1986)-  39 31 19.     (N)    080 37 38.     (W)     SCALED    
 JX0437* NAVD 88     -       236.280  (meters)     775.20   (feet)  ADJUSTED  
 JX0437  ___________________________________________________________________
 JX0437  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JX0437  DYNAMIC HT  -         236.139 (meters)     774.73  (feet)  COMP
 JX0437  MODELED GRAV-     980,027.1   (mgal)                       NAVD 88
 JX0437
 JX0437  VERT ORDER  -  SECOND    CLASS 0
 JX0437
 JX0437.The horizontal coordinates were scaled from a topographic map and have
 JX0437.an estimated accuracy of +/- 6 seconds.
 JX0437
 JX0437.The orthometric height was determined by differential leveling
 JX0437.and adjusted by the National Geodetic Survey in June 1991..
 JX0437
 JX0437.The geoid height was determined by GEOID03.
 JX0437
 JX0437.The dynamic height is computed by dividing the NAVD 88
 JX0437.geopotential number by the normal gravity value computed on the
 JX0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0437.degrees latitude (g = 980.6199 gals.).
 JX0437
 JX0437.The modeled gravity was interpolated from observed gravity values.
 JX0437
 JX0437;                    North         East    Units  Estimated Accuracy
 JX0437;SPC WV N     -   114,060.      503,080.      MT  (+/- 180 meters Scaled)
 JX0437
 JX0437                          SUPERSEDED SURVEY CONTROL
 JX0437
 JX0437  NGVD 29 (??/??/92)  236.441  (m)          775.72   (f) ADJ UNCH    2 0
 JX0437
 JX0437.Superseded values are not recommended for survey control.
 JX0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0437.See file dsdata.txt to determine how the superseded data were derived.
 JX0437
 JX0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND320747(NAD 83)
 JX0437_MARKER: DB = BENCH MARK DISK
 JX0437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0437_SP_SET: BRIDGE
 JX0437_STAMPING: P 138 1957
 JX0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0437
 JX0437  HISTORY     - Date     Condition        Report By
 JX0437  HISTORY     - 1957     MONUMENTED       CGS
 JX0437
 JX0437                          STATION DESCRIPTION
 JX0437
 JX0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0437'1.2 MI SE FROM JACKSONBURG.
 JX0437'ABOUT 1.25 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0437'FROM THE STATION AT JACKSONBURG, NEAR MILEAGE POLE NO. 23+22,
 JX0437'ALONG STATE HIGHWAY 20, OPPOSITE RAILROAD BRIDGE NO. 236, IN THE
 JX0437'TOP OF THE WING WALL AT THE SOUTHWEST END OF NORTHWEST ABUTMENT
 JX0437'OF THE SOUTHEAST ONE OF TWO HIGHWAY BRIDGES OVER SOUTH FORK OF
 JX0437'FISHING CREEK, 33 FEET NORTHEAST OF NORTHEAST RAIL, 13 FEET
 JX0437'SOUTHWEST OF CENTER LINE OF HIGHWAY AND 1 FOOT ABOVE LEVEL OF
 JX0437'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0639 ***********************************************************************
 JX0639  DESIGNATION -  P 139
 JX0639  PID         -  JX0639
 JX0639  STATE/COUNTY-  WV/TYLER
 JX0639  USGS QUAD   -  PORTERS FALLS (1976)
 JX0639
 JX0639                         *CURRENT SURVEY CONTROL
 JX0639  ___________________________________________________________________
 JX0639* NAD 83(1986)-  39 31 14.     (N)    080 50 01.     (W)     SCALED    
 JX0639* NAVD 88     -       231.141  (meters)     758.34   (feet)  ADJUSTED  
 JX0639  ___________________________________________________________________
 JX0639  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JX0639  DYNAMIC HT  -         231.005 (meters)     757.89  (feet)  COMP
 JX0639  MODELED GRAV-     980,034.9   (mgal)                       NAVD 88
 JX0639
 JX0639  VERT ORDER  -  SECOND    CLASS 0
 JX0639
 JX0639.The horizontal coordinates were scaled from a topographic map and have
 JX0639.an estimated accuracy of +/- 6 seconds.
 JX0639
 JX0639.The orthometric height was determined by differential leveling
 JX0639.and adjusted by the National Geodetic Survey in June 1991..
 JX0639
 JX0639.The geoid height was determined by GEOID03.
 JX0639
 JX0639.The dynamic height is computed by dividing the NAVD 88
 JX0639.geopotential number by the normal gravity value computed on the
 JX0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0639.degrees latitude (g = 980.6199 gals.).
 JX0639
 JX0639.The modeled gravity was interpolated from observed gravity values.
 JX0639
 JX0639;                    North         East    Units  Estimated Accuracy
 JX0639;SPC WV N     -   114,150.      485,340.      MT  (+/- 180 meters Scaled)
 JX0639
 JX0639                          SUPERSEDED SURVEY CONTROL
 JX0639
 JX0639  NGVD 29 (??/??/92)  231.303  (m)          758.87   (f) ADJ UNCH    2 0
 JX0639
 JX0639.Superseded values are not recommended for survey control.
 JX0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0639.See file dsdata.txt to determine how the superseded data were derived.
 JX0639
 JX0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND143745(NAD 83)
 JX0639_MARKER: DB = BENCH MARK DISK
 JX0639_SETTING: 66 = SET IN ROCK OUTCROP
 JX0639_SP_SET: ROCK CUT
 JX0639_STAMPING: P 139 1957
 JX0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0639+STABILITY: POSITION/ELEVATION WELL
 JX0639
 JX0639  HISTORY     - Date     Condition        Report By
 JX0639  HISTORY     - 1957     MONUMENTED       CGS
 JX0639
 JX0639                          STATION DESCRIPTION
 JX0639
 JX0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0639'3.4 MI W FROM IUKA.
 JX0639'ABOUT 3.35 MILES WEST ALONG ELK CREEK ROAD FROM THE UNITED BRETHREN
 JX0639'CHURCH AT IUKA, AT THE JUNCTION OF A SIDE ROAD NORTH, SET
 JX0639'VERTICALLY IN THE SOUTH FACE OF A ROCK IN A CUT, 16 FEET NORTH OF
 JX0639'CENTER LINE OF ROAD, 180 FEET WEST OF CENTER OF JUNCTION OF SIDE
 JX0639'ROAD NORTH, AND 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0987 ***********************************************************************
 HX0987  DESIGNATION -  P 14 RESET
 HX0987  PID         -  HX0987
 HX0987  STATE/COUNTY-  WV/WEBSTER
 HX0987  USGS QUAD   -  COWEN (1995)
 HX0987
 HX0987                         *CURRENT SURVEY CONTROL
 HX0987  ___________________________________________________________________
 HX0987* NAD 83(1986)-  38 24 38.     (N)    080 32 21.     (W)     SCALED    
 HX0987* NAVD 88     -       700.28   (meters)    2297.5    (feet)  RESET     
 HX0987  ___________________________________________________________________
 HX0987  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HX0987
 HX0987  VERT ORDER  -  THIRD
 HX0987
 HX0987.The horizontal coordinates were scaled from a topographic map and have
 HX0987.an estimated accuracy of +/- 6 seconds.
 HX0987
 HX0987.The orthometric height was computed from unverified reset data.
 HX0987.No vertical observational check was made to the station.
 HX0987
 HX0987.The geoid height was determined by GEOID03.
 HX0987
 HX0987;                    North         East    Units  Estimated Accuracy
 HX0987;SPC WV S     -   156,660.      640,250.      MT  (+/- 180 meters Scaled)
 HX0987
 HX0987                          SUPERSEDED SURVEY CONTROL
 HX0987
 HX0987  NGVD 29 (??/??/??)  700.41   (m)         2297.9    (f) RESET       3  
 HX0987
 HX0987.Superseded values are not recommended for survey control.
 HX0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0987.See file dsdata.txt to determine how the superseded data were derived.
 HX0987
 HX0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC402514(NAD 83)
 HX0987_MARKER: DB = BENCH MARK DISK
 HX0987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0987_SP_SET: PIER
 HX0987_STAMPING: P 14 RESET 1943
 HX0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0987
 HX0987  HISTORY     - Date     Condition        Report By
 HX0987  HISTORY     - 1943     MONUMENTED       BORR
 HX0987  HISTORY     - 1962     GOOD             NGS
 HX0987
 HX0987                          STATION DESCRIPTION
 HX0987
 HX0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0987'1.1 MI E FROM COWEN.
 HX0987'ABOUT 1.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX0987'THE STATION AT COWEN, AT THE NORTH END OF THE OVERHEAD CROSSING
 HX0987'OF STATE HIGHWAY 20, AND IN THE TOP OF THE BUFFER WALL OF THE
 HX0987'EAST PIER.  NOTE-- THIS MARK WAS NOT LEVELED OVER IN THE 1962
 HX0987'LEVELING.  NOTE-- THIS BENCH MARK WAS ESTABLISHED DURING THE
 HX0987'WINTER OF 1943-44 BY ENGINEERS OF THE BALTIMORE AND OHIO RAILROAD
 HX0987'AT AN ELEVATION 24.409 FEET LOWER THAN THE ELEVATION OF BENCH
 HX0987'MARK P 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0406 ***********************************************************************
 JX0406  DESIGNATION -  P 140
 JX0406  PID         -  JX0406
 JX0406  STATE/COUNTY-  WV/DODDRIDGE
 JX0406  USGS QUAD   -  CENTER POINT (1976)
 JX0406
 JX0406                         *CURRENT SURVEY CONTROL
 JX0406  ___________________________________________________________________
 JX0406* NAD 83(1986)-  39 26 13.     (N)    080 38 18.     (W)     SCALED    
 JX0406* NAVD 88     -       286.808  (meters)     940.97   (feet)  ADJUSTED  
 JX0406  ___________________________________________________________________
 JX0406  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JX0406  DYNAMIC HT  -         286.635 (meters)     940.40  (feet)  COMP
 JX0406  MODELED GRAV-     980,018.9   (mgal)                       NAVD 88
 JX0406
 JX0406  VERT ORDER  -  SECOND    CLASS 0
 JX0406
 JX0406.The horizontal coordinates were scaled from a topographic map and have
 JX0406.an estimated accuracy of +/- 6 seconds.
 JX0406
 JX0406.The orthometric height was determined by differential leveling
 JX0406.and adjusted by the National Geodetic Survey in June 1991..
 JX0406
 JX0406.The geoid height was determined by GEOID03.
 JX0406
 JX0406.The dynamic height is computed by dividing the NAVD 88
 JX0406.geopotential number by the normal gravity value computed on the
 JX0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0406.degrees latitude (g = 980.6199 gals.).
 JX0406
 JX0406.The modeled gravity was interpolated from observed gravity values.
 JX0406
 JX0406;                    North         East    Units  Estimated Accuracy
 JX0406;SPC WV N     -   104,640.      502,010.      MT  (+/- 180 meters Scaled)
 JX0406
 JX0406                          SUPERSEDED SURVEY CONTROL
 JX0406
 JX0406  NGVD 29 (??/??/92)  286.965  (m)          941.48   (f) ADJ UNCH    2 0
 JX0406
 JX0406.Superseded values are not recommended for survey control.
 JX0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0406.See file dsdata.txt to determine how the superseded data were derived.
 JX0406
 JX0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND311653(NAD 83)
 JX0406_MARKER: DB = BENCH MARK DISK
 JX0406_SETTING: 66 = SET IN ROCK OUTCROP
 JX0406_SP_SET: BLUFF
 JX0406_STAMPING: P 140 1957
 JX0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0406+STABILITY: POSITION/ELEVATION WELL
 JX0406
 JX0406  HISTORY     - Date     Condition        Report By
 JX0406  HISTORY     - 1957     MONUMENTED       CGS
 JX0406
 JX0406                          STATION DESCRIPTION
 JX0406
 JX0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0406'3.2 MI NE FROM ASHLEY.
 JX0406'ABOUT 3.25 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD FOLLOWING
 JX0406'BROAD RUN FROM THE JUNCTION OF STATE HIGHWAY 23 AT ASHLEY,
 JX0406'ABOUT 200 YARDS NORTHEAST OF A DRIVE NORTHWEST TO AN ABANDONED
 JX0406'FARM HOUSE AND A SMALL CEMETERY, SET VERTICALLY IN THE NORTHWEST
 JX0406'FACE OF A PROJECTION OF ROCK WHICH IS PART OF A BLUFF, 16 FEET
 JX0406'SOUTHEAST OF CENTER LINE OF ROAD, 2 FEET ABOVE GROUND AND ABOUT
 JX0406'4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0292 ***********************************************************************
 JX0292  DESIGNATION -  P 141
 JX0292  PID         -  JX0292
 JX0292  STATE/COUNTY-  WV/RITCHIE
 JX0292  USGS QUAD   -  PENNSBORO (1987)
 JX0292
 JX0292                         *CURRENT SURVEY CONTROL
 JX0292  ___________________________________________________________________
 JX0292* NAD 83(1986)-  39 18 38.     (N)    080 57 50.     (W)     SCALED    
 JX0292* NAVD 88     -       290.938  (meters)     954.52   (feet)  ADJUSTED  
 JX0292  ___________________________________________________________________
 JX0292  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JX0292  DYNAMIC HT  -         290.755 (meters)     953.92  (feet)  COMP
 JX0292  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 JX0292
 JX0292  VERT ORDER  -  SECOND    CLASS 0
 JX0292
 JX0292.The horizontal coordinates were scaled from a topographic map and have
 JX0292.an estimated accuracy of +/- 6 seconds.
 JX0292
 JX0292.The orthometric height was determined by differential leveling
 JX0292.and adjusted by the National Geodetic Survey in June 1991..
 JX0292
 JX0292.The geoid height was determined by GEOID03.
 JX0292
 JX0292.The dynamic height is computed by dividing the NAVD 88
 JX0292.geopotential number by the normal gravity value computed on the
 JX0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0292.degrees latitude (g = 980.6199 gals.).
 JX0292
 JX0292.The modeled gravity was interpolated from observed gravity values.
 JX0292
 JX0292;                    North         East    Units  Estimated Accuracy
 JX0292;SPC WV N     -    91,010.      473,760.      MT  (+/- 180 meters Scaled)
 JX0292
 JX0292                          SUPERSEDED SURVEY CONTROL
 JX0292
 JX0292  NGVD 29 (??/??/92)  291.114  (m)          955.10   (f) ADJ UNCH    2 0
 JX0292
 JX0292.Superseded values are not recommended for survey control.
 JX0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0292.See file dsdata.txt to determine how the superseded data were derived.
 JX0292
 JX0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND031512(NAD 83)
 JX0292_MARKER: DB = BENCH MARK DISK
 JX0292_SETTING: 66 = SET IN ROCK OUTCROP
 JX0292_SP_SET: CUT
 JX0292_STAMPING: P 141 1957
 JX0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0292+STABILITY: POSITION/ELEVATION WELL
 JX0292
 JX0292  HISTORY     - Date     Condition        Report By
 JX0292  HISTORY     - 1957     MONUMENTED       CGS
 JX0292
 JX0292                          STATION DESCRIPTION
 JX0292
 JX0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0292'2.2 MI N FROM PENNSBORO.
 JX0292'ABOUT 2.25 MILES NORTH ALONG STATE HIGHWAY 74 FROM THE BALTIMORE
 JX0292'AND OHIO RAILROAD STATION AT PENNSBORO, ABOUT 0.15 MILE WEST OF
 JX0292'RESIDENCE OF DAVIS WESTFALL, SET VERTICALLY IN FACE OF A ROCK
 JX0292'CUT, 36 FEET NORTH OF CENTER LINE OF HIGHWAY, 102 FEET EAST OF
 JX0292'WEST END OF CUT, AND 5 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0352 ***********************************************************************
 JX0352  DESIGNATION -  P 142
 JX0352  PID         -  JX0352
 JX0352  STATE/COUNTY-  WV/DODDRIDGE
 JX0352  USGS QUAD   -  WEST UNION (1987)
 JX0352
 JX0352                         *CURRENT SURVEY CONTROL
 JX0352  ___________________________________________________________________
 JX0352* NAD 83(1986)-  39 19 17.     (N)    080 47 17.     (W)     SCALED    
 JX0352* NAVD 88     -       231.075  (meters)     758.12   (feet)  ADJUSTED  
 JX0352  ___________________________________________________________________
 JX0352  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JX0352  DYNAMIC HT  -         230.933 (meters)     757.65  (feet)  COMP
 JX0352  MODELED GRAV-     980,010.4   (mgal)                       NAVD 88
 JX0352
 JX0352  VERT ORDER  -  SECOND    CLASS 0
 JX0352
 JX0352.The horizontal coordinates were scaled from a topographic map and have
 JX0352.an estimated accuracy of +/- 6 seconds.
 JX0352
 JX0352.The orthometric height was determined by differential leveling
 JX0352.and adjusted by the National Geodetic Survey in June 1991..
 JX0352
 JX0352.The geoid height was determined by GEOID03.
 JX0352
 JX0352.The dynamic height is computed by dividing the NAVD 88
 JX0352.geopotential number by the normal gravity value computed on the
 JX0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0352.degrees latitude (g = 980.6199 gals.).
 JX0352
 JX0352.The modeled gravity was interpolated from observed gravity values.
 JX0352
 JX0352;                    North         East    Units  Estimated Accuracy
 JX0352;SPC WV N     -    91,980.      488,940.      MT  (+/- 180 meters Scaled)
 JX0352
 JX0352                          SUPERSEDED SURVEY CONTROL
 JX0352
 JX0352  NGVD 29 (??/??/92)  231.239  (m)          758.66   (f) ADJ UNCH    2 0
 JX0352
 JX0352.Superseded values are not recommended for survey control.
 JX0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0352.See file dsdata.txt to determine how the superseded data were derived.
 JX0352
 JX0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND182524(NAD 83)
 JX0352_MARKER: DB = BENCH MARK DISK
 JX0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0352_STAMPING: P 142 1957
 JX0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0352+STABILITY: SURFACE MOTION
 JX0352
 JX0352  HISTORY     - Date     Condition        Report By
 JX0352  HISTORY     - 1957     MONUMENTED       CGS
 JX0352
 JX0352                          STATION DESCRIPTION
 JX0352
 JX0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0352'3.2 MI NW FROM WEST UNION.
 JX0352'ABOUT 3.2 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION
 JX0352'OF U.S. HIGHWAY 50 AT WEST UNION, ABOUT 0.55 MILE SOUTHEAST OF
 JX0352'ENTRANCE TO MASONIC MEMORIAL PARK CEMETERY, ON THE OUTSIDE OF A
 JX0352'CURVE WITH TANGENTS EXTENDING WEST-SOUTHWEST AND SOUTH-SOUTHWEST,
 JX0352'33 FEET EAST OF CENTER LINE OF HIGHWAY, 100 FEET NORTH-NORTHWEST
 JX0352'OF NORTHWEST CORNER OF A SMALL ONE-ROOM SHACK, 23 FEET NORTH OF
 JX0352'CENTER LINE OF A DRIVE TO SHACK, 35 FEET NORTH-NORTHEAST OF
 JX0352'NORTH END OF EAST HEAD WALL OF A 24-INCH PIPE CULVERT UNDER
 JX0352'HIGHWAY, 2 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT 5 1/2 FEET
 JX0352'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JX0352'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0239 ***********************************************************************
 GY0239  DESIGNATION -  P 143
 GY0239  PID         -  GY0239
 GY0239  STATE/COUNTY-  WV/MINGO
 GY0239  USGS QUAD   -  MYRTLE (1976)
 GY0239
 GY0239                         *CURRENT SURVEY CONTROL
 GY0239  ___________________________________________________________________
 GY0239* NAD 83(1986)-  37 47 12.     (N)    082 08 23.     (W)     SCALED    
 GY0239* NAVD 88     -       265.082  (meters)     869.69   (feet)  ADJUSTED  
 GY0239  ___________________________________________________________________
 GY0239  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GY0239  DYNAMIC HT  -         264.886 (meters)     869.05  (feet)  COMP
 GY0239  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 GY0239
 GY0239  VERT ORDER  -  SECOND    CLASS 0
 GY0239
 GY0239.The horizontal coordinates were scaled from a topographic map and have
 GY0239.an estimated accuracy of +/- 6 seconds.
 GY0239
 GY0239.The orthometric height was determined by differential leveling
 GY0239.and adjusted by the National Geodetic Survey in June 1991..
 GY0239
 GY0239.The geoid height was determined by GEOID03.
 GY0239
 GY0239.The dynamic height is computed by dividing the NAVD 88
 GY0239.geopotential number by the normal gravity value computed on the
 GY0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0239.degrees latitude (g = 980.6199 gals.).
 GY0239
 GY0239.The modeled gravity was interpolated from observed gravity values.
 GY0239
 GY0239;                    North         East    Units  Estimated Accuracy
 GY0239;SPC WV S     -    87,930.      499,610.      MT  (+/- 180 meters Scaled)
 GY0239
 GY0239                          SUPERSEDED SURVEY CONTROL
 GY0239
 GY0239  NGVD 29 (??/??/92)  265.296  (m)          870.39   (f) ADJ UNCH    2 0
 GY0239
 GY0239.Superseded values are not recommended for survey control.
 GY0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0239.See file dsdata.txt to determine how the superseded data were derived.
 GY0239
 GY0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB996827(NAD 83)
 GY0239_MARKER: DB = BENCH MARK DISK
 GY0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0239_SP_SET: BRIDGE
 GY0239_STAMPING: P 143 1957
 GY0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0239
 GY0239  HISTORY     - Date     Condition        Report By
 GY0239  HISTORY     - 1957     MONUMENTED       CGS
 GY0239
 GY0239                          STATION DESCRIPTION
 GY0239
 GY0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0239'6.3 MI SW FROM HOLDEN.
 GY0239'ABOUT 6.3 MILES SOUTHWEST ALONG STATE HIGHWAY 65 FROM CENTRAL
 GY0239'SCHOOL AT HOLDEN, ABOUT 7.15 MILES EAST ALONG HIGHWAY 65 FROM
 GY0239'THE JUNCTION OF STATE HIGHWAY 65 S AT BELO, SET IN THE TOP OF THE
 GY0239'FIRST STONE STEP FROM TOP OF THE NORTH END OF WEST STONE ABUTMENT
 GY0239'OF 14-FOOT BRIDGE OVER DINGESS CAMP BRANCH, 14 FEET NORTH OF CENTER
 GY0239'LINE OF HIGHWAY, 2 FEET NORTH OF WEST END OF NORTH CONCRETE
 GY0239'HEAD WALL AND 3 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3135 ***********************************************************************
 GY3135  DESIGNATION -  P 143 RESET 1970
 GY3135  PID         -  GY3135
 GY3135  STATE/COUNTY-  WV/MINGO
 GY3135  USGS QUAD   -  MYRTLE (1976)
 GY3135
 GY3135                         *CURRENT SURVEY CONTROL
 GY3135  ___________________________________________________________________
 GY3135* NAD 83(1986)-  37 47 12.     (N)    082 08 23.     (W)     SCALED    
 GY3135* NAVD 88     -       266.75   (meters)     875.2    (feet)  RESET     
 GY3135  ___________________________________________________________________
 GY3135  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GY3135
 GY3135  VERT ORDER  -  THIRD
 GY3135
 GY3135.The horizontal coordinates were scaled from a topographic map and have
 GY3135.an estimated accuracy of +/- 6 seconds.
 GY3135
 GY3135.The orthometric height was computed from unverified reset data.
 GY3135.No vertical observational check was made to the station.
 GY3135
 GY3135.The geoid height was determined by GEOID03.
 GY3135
 GY3135;                    North         East    Units  Estimated Accuracy
 GY3135;SPC WV S     -    87,930.      499,610.      MT  (+/- 180 meters Scaled)
 GY3135
 GY3135                          SUPERSEDED SURVEY CONTROL
 GY3135
 GY3135  NGVD 29 (09/25/03)  266.97   (m)          875.9    (f) RESET       3  
 GY3135
 GY3135.Superseded values are not recommended for survey control.
 GY3135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3135.See file dsdata.txt to determine how the superseded data were derived.
 GY3135
 GY3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB996827(NAD 83)
 GY3135_MARKER: DB = BENCH MARK DISK
 GY3135_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GY3135_SP_SET: HEADWALL
 GY3135_STAMPING: P 143 RESET 1970
 GY3135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3135+STABILITY: SURFACE MOTION
 GY3135
 GY3135  HISTORY     - Date     Condition        Report By
 GY3135  HISTORY     - 1970     MONUMENTED       NGS
 GY3135
 GY3135                          STATION DESCRIPTION
 GY3135
 GY3135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GY3135'7.15 MI EAST FROM BELO.
 GY3135'7.15 MILES EAST ALONG STATE HIGHWAY 65 FROM THE JUNCTION OF 655 IN
 GY3135'BELO, IN THE TOP AND APPROXIMATELY CENTER OF A CULVERT CONCRETE
 GY3135'HEADWALL, 71.2 FEET FROM THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0253 ***********************************************************************
 GY0253  DESIGNATION -  P 144
 GY0253  PID         -  GY0253
 GY0253  STATE/COUNTY-  WV/MINGO
 GY0253  USGS QUAD   -  NAUGATUCK (1975)
 GY0253
 GY0253                         *CURRENT SURVEY CONTROL
 GY0253  ___________________________________________________________________
 GY0253* NAD 83(1986)-  37 48 07.     (N)    082 20 17.     (W)     SCALED    
 GY0253* NAVD 88     -       202.009  (meters)     662.76   (feet)  ADJUSTED  
 GY0253  ___________________________________________________________________
 GY0253  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GY0253  DYNAMIC HT  -         201.861 (meters)     662.27  (feet)  COMP
 GY0253  MODELED GRAV-     979,892.5   (mgal)                       NAVD 88
 GY0253
 GY0253  VERT ORDER  -  SECOND    CLASS 0
 GY0253
 GY0253.The horizontal coordinates were scaled from a topographic map and have
 GY0253.an estimated accuracy of +/- 6 seconds.
 GY0253
 GY0253.The orthometric height was determined by differential leveling
 GY0253.and adjusted by the National Geodetic Survey in June 1991..
 GY0253
 GY0253.The geoid height was determined by GEOID03.
 GY0253
 GY0253.The dynamic height is computed by dividing the NAVD 88
 GY0253.geopotential number by the normal gravity value computed on the
 GY0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0253.degrees latitude (g = 980.6199 gals.).
 GY0253
 GY0253.The modeled gravity was interpolated from observed gravity values.
 GY0253
 GY0253;                    North         East    Units  Estimated Accuracy
 GY0253;SPC WV S     -    89,860.      482,170.      MT  (+/- 180 meters Scaled)
 GY0253
 GY0253                          SUPERSEDED SURVEY CONTROL
 GY0253
 GY0253  NGVD 29 (??/??/92)  202.228  (m)          663.48   (f) ADJ UNCH    2 0
 GY0253
 GY0253.Superseded values are not recommended for survey control.
 GY0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0253.See file dsdata.txt to determine how the superseded data were derived.
 GY0253
 GY0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB822846(NAD 83)
 GY0253_MARKER: DB = BENCH MARK DISK
 GY0253_SETTING: 66 = SET IN ROCK OUTCROP
 GY0253_SP_SET: ROCK CUT
 GY0253_STAMPING: P 144 1957
 GY0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0253+STABILITY: POSITION/ELEVATION WELL
 GY0253
 GY0253  HISTORY     - Date     Condition        Report By
 GY0253  HISTORY     - 1957     MONUMENTED       CGS
 GY0253
 GY0253                          STATION DESCRIPTION
 GY0253
 GY0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0253'1 MI E FROM NAUGATUCK.
 GY0253'ABOUT 0.95 MILE EAST ALONG STATE HIGHWAY 65 FROM THE JUNCTION
 GY0253'OF U.S. HIGHWAY 52 AT NAUGATUCK, ABOUT 0.7 MILE EAST OF SCHOOL
 GY0253'AT NAUGATUCK, SET VERTICALLY IN FACE OF A HIGH ROCK CUT, 23 FEET
 GY0253'NORTHWEST OF CENTER LINE OF HIGHWAY, 274 FEET SOUTHWEST OF
 GY0253'NORTHEAST END OF ROCK CUT, 92 FEET NORTH AND ACROSS HIGHWAY FROM
 GY0253'A TELEPHONE POLE, AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2218 ***********************************************************************
 GX2218  DESIGNATION -  P 145
 GX2218  PID         -  GX2218
 GX2218  STATE/COUNTY-  WV/LOGAN
 GX2218  USGS QUAD   -  LOGAN (1989)
 GX2218
 GX2218                         *CURRENT SURVEY CONTROL
 GX2218  ___________________________________________________________________
 GX2218* NAD 83(1986)-  37 45 36.     (N)    081 54 03.     (W)     SCALED    
 GX2218* NAVD 88     -       222.246  (meters)     729.15   (feet)  ADJUSTED  
 GX2218  ___________________________________________________________________
 GX2218  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GX2218  DYNAMIC HT  -         222.080 (meters)     728.61  (feet)  COMP
 GX2218  MODELED GRAV-     979,879.5   (mgal)                       NAVD 88
 GX2218
 GX2218  VERT ORDER  -  SECOND    CLASS 0
 GX2218
 GX2218.The horizontal coordinates were scaled from a topographic map and have
 GX2218.an estimated accuracy of +/- 6 seconds.
 GX2218
 GX2218.The orthometric height was determined by differential leveling
 GX2218.and adjusted by the National Geodetic Survey in June 1991..
 GX2218
 GX2218.The geoid height was determined by GEOID03.
 GX2218
 GX2218.The dynamic height is computed by dividing the NAVD 88
 GX2218.geopotential number by the normal gravity value computed on the
 GX2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2218.degrees latitude (g = 980.6199 gals.).
 GX2218
 GX2218.The modeled gravity was interpolated from observed gravity values.
 GX2218
 GX2218;                    North         East    Units  Estimated Accuracy
 GX2218;SPC WV S     -    84,740.      520,630.      MT  (+/- 180 meters Scaled)
 GX2218
 GX2218                          SUPERSEDED SURVEY CONTROL
 GX2218
 GX2218  NGVD 29 (??/??/92)  222.460  (m)          729.85   (f) ADJ UNCH    2 0
 GX2218
 GX2218.Superseded values are not recommended for survey control.
 GX2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2218.See file dsdata.txt to determine how the superseded data were derived.
 GX2218
 GX2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB206795(NAD 83)
 GX2218_MARKER: DB = BENCH MARK DISK
 GX2218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2218_SP_SET: FOUNDATION
 GX2218_STAMPING: P 145 1957
 GX2218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2218
 GX2218  HISTORY     - Date     Condition        Report By
 GX2218  HISTORY     - 1957     MONUMENTED       CGS
 GX2218
 GX2218                          STATION DESCRIPTION
 GX2218
 GX2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2218'1.5 MI SW FROM EARLING.
 GX2218'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 10 FROM CROSSING OF
 GX2218'CHESAPEAKE AND OHIO RAILWAY AT EARLING, THENCE ABOUT 0.5 MILE
 GX2218'SOUTHWEST ACROSS COUNTRY AND GUYANDOT RIVER, AT MC DONALD
 GX2218'AIRPORT, SET IN THE TOP OF THE END OF CONCRETE FOUNDATION AT NORTH
 GX2218'CORNER OF LARGE CONCRETE BLOCK HANGAR, 1 FOOT WEST OF NORTH
 GX2218'CORNER AND ABOUT LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0654 ***********************************************************************
 HY0654  DESIGNATION -  P 146
 HY0654  PID         -  HY0654
 HY0654  STATE/COUNTY-  WV/WAYNE
 HY0654  USGS QUAD   -  WAYNE (1987)
 HY0654
 HY0654                         *CURRENT SURVEY CONTROL
 HY0654  ___________________________________________________________________
 HY0654* NAD 83(1986)-  38 11 19.     (N)    082 28 32.     (W)     SCALED    
 HY0654* NAVD 88     -       186.601  (meters)     612.21   (feet)  ADJUSTED  
 HY0654  ___________________________________________________________________
 HY0654  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 HY0654  DYNAMIC HT  -         186.470 (meters)     611.78  (feet)  COMP
 HY0654  MODELED GRAV-     979,926.5   (mgal)                       NAVD 88
 HY0654
 HY0654  VERT ORDER  -  SECOND    CLASS 0
 HY0654
 HY0654.The horizontal coordinates were scaled from a topographic map and have
 HY0654.an estimated accuracy of +/- 6 seconds.
 HY0654
 HY0654.The orthometric height was determined by differential leveling
 HY0654.and adjusted by the National Geodetic Survey in June 1991..
 HY0654
 HY0654.The geoid height was determined by GEOID03.
 HY0654
 HY0654.The dynamic height is computed by dividing the NAVD 88
 HY0654.geopotential number by the normal gravity value computed on the
 HY0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0654.degrees latitude (g = 980.6199 gals.).
 HY0654
 HY0654.The modeled gravity was interpolated from observed gravity values.
 HY0654
 HY0654;                    North         East    Units  Estimated Accuracy
 HY0654;SPC WV S     -   132,950.      470,750.      MT  (+/- 180 meters Scaled)
 HY0654
 HY0654                          SUPERSEDED SURVEY CONTROL
 HY0654
 HY0654  NGVD 29 (??/??/92)  186.815  (m)          612.91   (f) ADJ UNCH    2 0
 HY0654
 HY0654.Superseded values are not recommended for survey control.
 HY0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0654.See file dsdata.txt to determine how the superseded data were derived.
 HY0654
 HY0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC707277(NAD 83)
 HY0654_MARKER: DB = BENCH MARK DISK
 HY0654_SETTING: 66 = SET IN ROCK OUTCROP
 HY0654_SP_SET: ROCK CUT
 HY0654_STAMPING: P 146 1957
 HY0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0654+STABILITY: POSITION/ELEVATION WELL
 HY0654
 HY0654  HISTORY     - Date     Condition        Report By
 HY0654  HISTORY     - 1957     MONUMENTED       CGS
 HY0654
 HY0654                          STATION DESCRIPTION
 HY0654
 HY0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0654'4.4 MI S FROM WAYNE.
 HY0654'ABOUT 4.45 MILES SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY
 HY0654'37 FROM THE COURT HOUSE AT WAYNE, 1.05 MILES NORTH OF JUNCTION
 HY0654'OF HIGHWAYS 37 AND 52, 0.45 MILE SOUTH OF A 50-FOOT BRIDGE OVER
 HY0654'PATRICK CREEK, SET VERTICALLY IN THE EAST FACE OF A 25 BY 8-FOOT
 HY0654'HIGH ROCK IN A CUT, 30 FEET WEST OF CENTER LINE OF HIGHWAY, 12
 HY0654'FEET SOUTH OF NORTH END OF ROCK, 2 FEET ABOVE GROUND AND ABOUT
 HY0654'2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0679 ***********************************************************************
 HY0679  DESIGNATION -  P 147
 HY0679  PID         -  HY0679
 HY0679  STATE/COUNTY-  WV/WAYNE
 HY0679  USGS QUAD   -  KIAHSVILLE (1975)
 HY0679
 HY0679                         *CURRENT SURVEY CONTROL
 HY0679  ___________________________________________________________________
 HY0679* NAD 83(1986)-  38 05 37.     (N)    082 18 28.     (W)     SCALED    
 HY0679* NAVD 88     -       203.460  (meters)     667.52   (feet)  ADJUSTED  
 HY0679  ___________________________________________________________________
 HY0679  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HY0679  DYNAMIC HT  -         203.313 (meters)     667.04  (feet)  COMP
 HY0679  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 HY0679
 HY0679  VERT ORDER  -  SECOND    CLASS 0
 HY0679
 HY0679.The horizontal coordinates were scaled from a topographic map and have
 HY0679.an estimated accuracy of +/- 6 seconds.
 HY0679
 HY0679.The orthometric height was determined by differential leveling
 HY0679.and adjusted by the National Geodetic Survey in June 1991..
 HY0679
 HY0679.The geoid height was determined by GEOID03.
 HY0679
 HY0679.The dynamic height is computed by dividing the NAVD 88
 HY0679.geopotential number by the normal gravity value computed on the
 HY0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0679.degrees latitude (g = 980.6199 gals.).
 HY0679
 HY0679.The modeled gravity was interpolated from observed gravity values.
 HY0679
 HY0679;                    North         East    Units  Estimated Accuracy
 HY0679;SPC WV S     -   122,190.      485,290.      MT  (+/- 180 meters Scaled)
 HY0679
 HY0679                          SUPERSEDED SURVEY CONTROL
 HY0679
 HY0679  NGVD 29 (??/??/92)  203.671  (m)          668.21   (f) ADJ UNCH    2 0
 HY0679
 HY0679.Superseded values are not recommended for survey control.
 HY0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0679.See file dsdata.txt to determine how the superseded data were derived.
 HY0679
 HY0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC853170(NAD 83)
 HY0679_MARKER: DB = BENCH MARK DISK
 HY0679_SETTING: 66 = SET IN ROCK OUTCROP
 HY0679_SP_SET: ROCK CUT
 HY0679_STAMPING: P 147 1957
 HY0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0679+STABILITY: POSITION/ELEVATION WELL
 HY0679
 HY0679  HISTORY     - Date     Condition        Report By
 HY0679  HISTORY     - 1957     MONUMENTED       CGS
 HY0679
 HY0679                          STATION DESCRIPTION
 HY0679
 HY0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0679'3.5 MI W FROM COVE GAP.
 HY0679'ABOUT 3.5 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0679'SCHOOL AND ROAD JUNCTION AT COVE GAP, 0.6 MILE EAST OF
 HY0679'JUNCTION OF TWELVEPOLE CREEK ROAD LEADING SOUTH, SET VERTICALLY
 HY0679'IN THE SOUTH FACE OF A ROCK CUT ABOUT 60 FEET LONG AND 6 FEET
 HY0679'HIGH, 19 FEET NORTH OF CENTER LINE OF HIGHWAY, 27 FEET WEST OF
 HY0679'EAST END OF ROCK CUT, 1 1/2 FEET ABOVE GROUND AND ABOUT 2
 HY0679'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0703 ***********************************************************************
 HY0703  DESIGNATION -  P 148
 HY0703  PID         -  HY0703
 HY0703  STATE/COUNTY-  WV/WAYNE
 HY0703  USGS QUAD   -  NESTLOW (1975)
 HY0703
 HY0703                         *CURRENT SURVEY CONTROL
 HY0703  ___________________________________________________________________
 HY0703* NAD 83(1986)-  38 09 54.     (N)    082 18 17.     (W)     SCALED    
 HY0703* NAVD 88     -       253.106  (meters)     830.40   (feet)  ADJUSTED  
 HY0703  ___________________________________________________________________
 HY0703  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY0703  DYNAMIC HT  -         252.925 (meters)     829.80  (feet)  COMP
 HY0703  MODELED GRAV-     979,907.6   (mgal)                       NAVD 88
 HY0703
 HY0703  VERT ORDER  -  SECOND    CLASS 0
 HY0703
 HY0703.The horizontal coordinates were scaled from a topographic map and have
 HY0703.an estimated accuracy of +/- 6 seconds.
 HY0703
 HY0703.The orthometric height was determined by differential leveling
 HY0703.and adjusted by the National Geodetic Survey in June 1991..
 HY0703
 HY0703.The geoid height was determined by GEOID03.
 HY0703
 HY0703.The dynamic height is computed by dividing the NAVD 88
 HY0703.geopotential number by the normal gravity value computed on the
 HY0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0703.degrees latitude (g = 980.6199 gals.).
 HY0703
 HY0703.The modeled gravity was interpolated from observed gravity values.
 HY0703
 HY0703;                    North         East    Units  Estimated Accuracy
 HY0703;SPC WV S     -   130,110.      485,670.      MT  (+/- 180 meters Scaled)
 HY0703
 HY0703                          SUPERSEDED SURVEY CONTROL
 HY0703
 HY0703  NGVD 29 (??/??/92)  253.310  (m)          831.07   (f) ADJ UNCH    2 0
 HY0703
 HY0703.Superseded values are not recommended for survey control.
 HY0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0703.See file dsdata.txt to determine how the superseded data were derived.
 HY0703
 HY0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC857249(NAD 83)
 HY0703_MARKER: DB = BENCH MARK DISK
 HY0703_SETTING: 66 = SET IN ROCK OUTCROP
 HY0703_SP_SET: ROCK CUT
 HY0703_STAMPING: P 148 1957
 HY0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0703+STABILITY: POSITION/ELEVATION WELL
 HY0703
 HY0703  HISTORY     - Date     Condition        Report By
 HY0703  HISTORY     - 1957     MONUMENTED       CGS
 HY0703
 HY0703                          STATION DESCRIPTION
 HY0703
 HY0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0703'4.8 MI E FROM EAST LYNN.
 HY0703'ABOUT 4.8 MILES EAST ALONG A BLACK-TOP ROAD FROM STATE HIGHWAY
 HY0703'37 BRIDGE OVER TWELVEPOLE CREEK AT EAST LYNN, ON THE INSIDE
 HY0703'OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND NORTHWEST, NEAR
 HY0703'A TWO-STORY YELLOW FRAME HOUSE, SET VERTICALLY IN THE SOUTH
 HY0703'FACE OF A ROCK CUT, 15 FEET NORTH OF CENTER LINE OF ROAD, 84
 HY0703'FEET WEST AND ACROSS ROAD FROM WEST CORNER OF HOUSE, 42 FEET
 HY0703'SOUTHWEST OF NORTHEAST END OF ROCK PART OF CUT, 1 1/2 FEET
 HY0703'ABOVE GROUND AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0714 ***********************************************************************
 HY0714  DESIGNATION -  P 149
 HY0714  PID         -  HY0714
 HY0714  STATE/COUNTY-  WV/WAYNE
 HY0714  USGS QUAD   -  RADNOR (1989)
 HY0714
 HY0714                         *CURRENT SURVEY CONTROL
 HY0714  ___________________________________________________________________
 HY0714* NAD 83(1986)-  38 03 44.     (N)    082 25 50.     (W)     SCALED    
 HY0714* NAVD 88     -       210.662  (meters)     691.15   (feet)  ADJUSTED  
 HY0714  ___________________________________________________________________
 HY0714  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HY0714  DYNAMIC HT  -         210.511 (meters)     690.65  (feet)  COMP
 HY0714  MODELED GRAV-     979,909.2   (mgal)                       NAVD 88
 HY0714
 HY0714  VERT ORDER  -  SECOND    CLASS 0
 HY0714
 HY0714.The horizontal coordinates were scaled from a topographic map and have
 HY0714.an estimated accuracy of +/- 6 seconds.
 HY0714
 HY0714.The orthometric height was determined by differential leveling
 HY0714.and adjusted by the National Geodetic Survey in June 1991..
 HY0714
 HY0714.The geoid height was determined by GEOID03.
 HY0714
 HY0714.The dynamic height is computed by dividing the NAVD 88
 HY0714.geopotential number by the normal gravity value computed on the
 HY0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0714.degrees latitude (g = 980.6199 gals.).
 HY0714
 HY0714.The modeled gravity was interpolated from observed gravity values.
 HY0714
 HY0714;                    North         East    Units  Estimated Accuracy
 HY0714;SPC WV S     -   118,860.      474,470.      MT  (+/- 180 meters Scaled)
 HY0714
 HY0714                          SUPERSEDED SURVEY CONTROL
 HY0714
 HY0714  NGVD 29 (??/??/92)  210.876  (m)          691.85   (f) ADJ UNCH    2 0
 HY0714
 HY0714.Superseded values are not recommended for survey control.
 HY0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0714.See file dsdata.txt to determine how the superseded data were derived.
 HY0714
 HY0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC745136(NAD 83)
 HY0714_MARKER: DB = BENCH MARK DISK
 HY0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0714_SP_SET: CULVERT
 HY0714_STAMPING: P 149 1957
 HY0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0714
 HY0714  HISTORY     - Date     Condition        Report By
 HY0714  HISTORY     - 1957     MONUMENTED       CGS
 HY0714  HISTORY     - 20020525 POOR             INDIV
 HY0714
 HY0714                          STATION DESCRIPTION
 HY0714
 HY0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0714'3.6 MI N FROM DUNLOW.
 HY0714'ABOUT 3.65 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0714'DUNLOW, 1.05 MILES NORTH OF JUNCTION OF LICKLOG BRANCH ROAD
 HY0714'LEADING EAST, IN THE TOP OF THE SOUTHWEST END OF SOUTHEAST
 HY0714'HEADWALL OF A 3-FOOT CONCRETE CULVERT IN A SMALL RAVINE EXTENDING
 HY0714'SOUTHEAST AWAY FROM HIGHWAY, 29 FEET SOUTHEAST OF CENTER LINE
 HY0714'OF HIGHWAY, 1 1/2 FEET NORTHEAST OF SOUTHWEST END OF HEAD WALL
 HY0714'AND 4 FEET BELOW LEVEL OF HIGHWAY.
 HY0714
 HY0714                          STATION RECOVERY (2002)
 HY0714
 HY0714'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAH)
 HY0714'RECOVERED, ORIGINAL PLACEMENT DAMAGED. MARK SET IN CONCRETE CULVERT.
 HY0714'CULVERT HAS BEEN DAMAGED AND DISLODGED. MARK RESIDES ON PIECE OF
 HY0714'CULVERT APPROX. 4 FEET LONG BY 3 FEET TALL BY 6 INCHES THICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0060 ***********************************************************************
 HX0060  DESIGNATION -  P 15
 HX0060  PID         -  HX0060
 HX0060  STATE/COUNTY-  WV/RANDOLPH
 HX0060  USGS QUAD   -  VALLEY HEAD (1995)
 HX0060
 HX0060                         *CURRENT SURVEY CONTROL
 HX0060  ___________________________________________________________________
 HX0060* NAD 83(1986)-  38 36 24.     (N)    080 01 34.     (W)     SCALED    
 HX0060* NAVD 88     -       665.097  (meters)    2182.07   (feet)  ADJUSTED  
 HX0060  ___________________________________________________________________
 HX0060  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HX0060  DYNAMIC HT  -         664.595 (meters)    2180.43  (feet)  COMP
 HX0060  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 HX0060
 HX0060  VERT ORDER  -  FIRST     CLASS II
 HX0060
 HX0060.The horizontal coordinates were scaled from a topographic map and have
 HX0060.an estimated accuracy of +/- 6 seconds.
 HX0060
 HX0060.The orthometric height was determined by differential leveling
 HX0060.and adjusted by the National Geodetic Survey in June 1991..
 HX0060
 HX0060.The geoid height was determined by GEOID03.
 HX0060
 HX0060.The dynamic height is computed by dividing the NAVD 88
 HX0060.geopotential number by the normal gravity value computed on the
 HX0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0060.degrees latitude (g = 980.6199 gals.).
 HX0060
 HX0060.The modeled gravity was interpolated from observed gravity values.
 HX0060
 HX0060;                    North         East    Units  Estimated Accuracy
 HX0060;SPC WV S     -   178,770.      684,820.      MT  (+/- 180 meters Scaled)
 HX0060
 HX0060                          SUPERSEDED SURVEY CONTROL
 HX0060
 HX0060  NGVD 29 (??/??/92)  665.247  (m)         2182.56   (f) ADJ UNCH    1 2
 HX0060
 HX0060.Superseded values are not recommended for survey control.
 HX0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0060.See file dsdata.txt to determine how the superseded data were derived.
 HX0060
 HX0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC847735(NAD 83)
 HX0060_MARKER: DB = BENCH MARK DISK
 HX0060_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HX0060_STAMPING: P 15 1934
 HX0060_MARK LOGO: CGS   
 HX0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0060
 HX0060  HISTORY     - Date     Condition        Report By
 HX0060  HISTORY     - 1934     MONUMENTED       CGS
 HX0060  HISTORY     - 1962     GOOD             NGS
 HX0060  HISTORY     - 1983     GOOD             NGS
 HX0060
 HX0060                          STATION DESCRIPTION
 HX0060
 HX0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0060'4 MI NE FROM VALLEY HEAD.
 HX0060'ABOUT 4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE
 HX0060'JUNCTION OF STATE HIGHWAY 15 AND U.S. HIGHWAY 219 AT VALLEY
 HX0060'HEAD, 15 FOOT WEST OF CENTER LINE OF HIGHWAY, ABOUT 5 FEET
 HX0060'BELOW LEVEL OF HIGHWAY, AND SET ON TOP OF WEST END OF SOUTH
 HX0060'CONCRETE ABUTMENT OF BRIDGE OVER TYGART VALLEY RIVER.
 HX0060
 HX0060                          STATION RECOVERY (1983)
 HX0060
 HX0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0328 ***********************************************************************
 GY0328  DESIGNATION -  P 150
 GY0328  PID         -  GY0328
 GY0328  STATE/COUNTY-  WV/MINGO
 GY0328  USGS QUAD   -  NAUGATUCK (1975)
 GY0328
 GY0328                         *CURRENT SURVEY CONTROL
 GY0328  ___________________________________________________________________
 GY0328* NAD 83(1986)-  37 47 55.     (N)    082 17 10.     (W)     SCALED    
 GY0328* NAVD 88     -       195.538  (meters)     641.53   (feet)  ADJUSTED  
 GY0328  ___________________________________________________________________
 GY0328  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GY0328  DYNAMIC HT  -         195.395 (meters)     641.06  (feet)  COMP
 GY0328  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 GY0328
 GY0328  VERT ORDER  -  SECOND    CLASS 0
 GY0328
 GY0328.The horizontal coordinates were scaled from a topographic map and have
 GY0328.an estimated accuracy of +/- 6 seconds.
 GY0328
 GY0328.The orthometric height was determined by differential leveling
 GY0328.and adjusted by the National Geodetic Survey in June 1991..
 GY0328
 GY0328.The geoid height was determined by GEOID03.
 GY0328
 GY0328.The dynamic height is computed by dividing the NAVD 88
 GY0328.geopotential number by the normal gravity value computed on the
 GY0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0328.degrees latitude (g = 980.6199 gals.).
 GY0328
 GY0328.The modeled gravity was interpolated from observed gravity values.
 GY0328
 GY0328;                    North         East    Units  Estimated Accuracy
 GY0328;SPC WV S     -    89,420.      486,740.      MT  (+/- 180 meters Scaled)
 GY0328
 GY0328                          SUPERSEDED SURVEY CONTROL
 GY0328
 GY0328  NGVD 29 (??/??/92)  195.759  (m)          642.25   (f) ADJ UNCH    2 0
 GY0328
 GY0328.Superseded values are not recommended for survey control.
 GY0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0328.See file dsdata.txt to determine how the superseded data were derived.
 GY0328
 GY0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB867842(NAD 83)
 GY0328_MARKER: DB = BENCH MARK DISK
 GY0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0328_SP_SET: BRIDGE
 GY0328_STAMPING: P 150 1957
 GY0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0328
 GY0328  HISTORY     - Date     Condition        Report By
 GY0328  HISTORY     - 1957     MONUMENTED       CGS
 GY0328
 GY0328                          STATION DESCRIPTION
 GY0328
 GY0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0328'AT LENORE.
 GY0328'AT LENORE, ALONG STATE HIGHWAY 65, ABOUT 0.05 MILE SOUTHEAST
 GY0328'ALONG HIGHWAY FROM THE SCHOOL, IN THE TOP OF NORTHEAST END OF
 GY0328'NORTHWEST ABUTMENT OF A 150-FOOT CONCRETE BRIDGE OVER LAUREL FORK
 GY0328'OF PIGEON CREEK, 18 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 1
 GY0328'FOOT NORTHEAST OF GUARD RAIL AND 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0585 ***********************************************************************
 HY0585  DESIGNATION -  P 151
 HY0585  PID         -  HY0585
 HY0585  STATE/COUNTY-  WV/LINCOLN
 HY0585  USGS QUAD   -  HAGER (1962)
 HY0585
 HY0585                         *CURRENT SURVEY CONTROL
 HY0585  ___________________________________________________________________
 HY0585* NAD 83(1986)-  38 14 04.     (N)    082 00 00.     (W)     SCALED    
 HY0585* NAVD 88     -       204.334  (meters)     670.39   (feet)  ADJUSTED  
 HY0585  ___________________________________________________________________
 HY0585  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HY0585  DYNAMIC HT  -         204.189 (meters)     669.91  (feet)  COMP
 HY0585  MODELED GRAV-     979,915.8   (mgal)                       NAVD 88
 HY0585
 HY0585  VERT ORDER  -  SECOND    CLASS 0
 HY0585
 HY0585.The horizontal coordinates were scaled from a topographic map and have
 HY0585.an estimated accuracy of +/- 6 seconds.
 HY0585
 HY0585.The orthometric height was determined by differential leveling
 HY0585.and adjusted by the National Geodetic Survey in June 1991..
 HY0585
 HY0585.The geoid height was determined by GEOID03.
 HY0585
 HY0585.The dynamic height is computed by dividing the NAVD 88
 HY0585.geopotential number by the normal gravity value computed on the
 HY0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0585.degrees latitude (g = 980.6199 gals.).
 HY0585
 HY0585.The modeled gravity was interpolated from observed gravity values.
 HY0585
 HY0585;                    North         East    Units  Estimated Accuracy
 HY0585;SPC WV S     -   137,480.      512,460.      MT  (+/- 180 meters Scaled)
 HY0585
 HY0585                          SUPERSEDED SURVEY CONTROL
 HY0585
 HY0585  NGVD 29 (??/??/92)  204.544  (m)          671.07   (f) ADJ UNCH    2 0
 HY0585
 HY0585.Superseded values are not recommended for survey control.
 HY0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0585.See file dsdata.txt to determine how the superseded data were derived.
 HY0585
 HY0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC124323(NAD 83)
 HY0585_MARKER: DB = BENCH MARK DISK
 HY0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0585_SP_SET: ABUTMENT
 HY0585_STAMPING: P 151 1957
 HY0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0585
 HY0585  HISTORY     - Date     Condition        Report By
 HY0585  HISTORY     - 1957     MONUMENTED       CGS
 HY0585
 HY0585                          STATION DESCRIPTION
 HY0585
 HY0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0585'0.4 MI W FROM GRIFFITHSVILLE.
 HY0585'ABOUT 0.45 MILE WEST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 HY0585'AT GRIFFITHSVILLE, 11 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HY0585'2 1/2 FEET EAST OF THE SOUTH END OF THE STEEL SPAN, SET IN THE
 HY0585'TOP OF THE NORTHWEST END OF THE SOUTHEAST WINGWALL OF THE SOUTH
 HY0585'CONCRETE ABUTMENT OF STEEL BRIDGE ACROSS MIDDLE FORK MUD RIVER,
 HY0585'ABOUT LEVEL WITH THE WOODEN BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0574 ***********************************************************************
 HY0574  DESIGNATION -  P 152
 HY0574  PID         -  HY0574
 HY0574  STATE/COUNTY-  WV/LINCOLN
 HY0574  USGS QUAD   -  HAGER (1962)
 HY0574
 HY0574                         *CURRENT SURVEY CONTROL
 HY0574  ___________________________________________________________________
 HY0574* NAD 83(1986)-  38 10 41.     (N)    082 03 41.     (W)     SCALED    
 HY0574* NAVD 88     -       215.649  (meters)     707.51   (feet)  ADJUSTED  
 HY0574  ___________________________________________________________________
 HY0574  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY0574  DYNAMIC HT  -         215.495 (meters)     707.00  (feet)  COMP
 HY0574  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 HY0574
 HY0574  VERT ORDER  -  SECOND    CLASS 0
 HY0574
 HY0574.The horizontal coordinates were scaled from a topographic map and have
 HY0574.an estimated accuracy of +/- 6 seconds.
 HY0574
 HY0574.The orthometric height was determined by differential leveling
 HY0574.and adjusted by the National Geodetic Survey in June 1991..
 HY0574
 HY0574.The geoid height was determined by GEOID03.
 HY0574
 HY0574.The dynamic height is computed by dividing the NAVD 88
 HY0574.geopotential number by the normal gravity value computed on the
 HY0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0574.degrees latitude (g = 980.6199 gals.).
 HY0574
 HY0574.The modeled gravity was interpolated from observed gravity values.
 HY0574
 HY0574;                    North         East    Units  Estimated Accuracy
 HY0574;SPC WV S     -   131,280.      507,010.      MT  (+/- 180 meters Scaled)
 HY0574
 HY0574                          SUPERSEDED SURVEY CONTROL
 HY0574
 HY0574  NGVD 29 (??/??/92)  215.859  (m)          708.20   (f) ADJ UNCH    2 0
 HY0574
 HY0574.Superseded values are not recommended for survey control.
 HY0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0574.See file dsdata.txt to determine how the superseded data were derived.
 HY0574
 HY0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC070261(NAD 83)
 HY0574_MARKER: DB = BENCH MARK DISK
 HY0574_SETTING: 66 = SET IN ROCK OUTCROP
 HY0574_SP_SET: ROCK CUT
 HY0574_STAMPING: P 152 1957
 HY0574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0574+STABILITY: POSITION/ELEVATION WELL
 HY0574
 HY0574  HISTORY     - Date     Condition        Report By
 HY0574  HISTORY     - 1957     MONUMENTED       CGS
 HY0574
 HY0574                          STATION DESCRIPTION
 HY0574
 HY0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0574'8.1 MI E FROM MIDKIFF.
 HY0574'ABOUT 5.3 MILES EAST NORTHEAST ALONG A GRAVEL ROAD FROM THE
 HY0574'CHESAPEAKE AND OHIO RAILWAY STATION AT MIDKIFF, THENCE 2.8
 HY0574'MILES SOUTHEAST ALONG BLACKTOP ROAD, 1.95 MILE SOUTHEAST OF POST
 HY0574'OFFICE AND STORE AT SIAS, 1.85 MILE SOUTHEAST OF BRIDGE JUNCTION
 HY0574'OF ROAD LEADING SOUTH INTO BIG CREEK, 0.25 MILE SOUTHEAST OF 6
 HY0574'FOOT CONCRETE CULVERT FOR JOSH BRANCH, 29 FEET EAST OF THE CENTER
 HY0574'LINE OF BLACKTOP ROAD, 96 FEET NORTH OF THE CENTER OF JUNCTION
 HY0574'OF DRIVE TO COAL MINE AND TIPPLE, SET VERTICALLY IN THE WEST
 HY0574'FACE OF THE BOTTOM LAYER OF ROCK CUT AND ABOUT 1 FOOT ABOVE THE
 HY0574'LEVEL OF THE GROUND AND 1 FOOT ABOVE THE LEVEL OF THE BLACK TOP
 HY0574'ROAD.  NOTE-- TO REACH FROM THE HIGH SCHOOL IN GRIFFITHSVILLE,
 HY0574'GO 0.4 MILE WEST ALONG STATE HIGHWAY 3, THENCE SOUTH AND WEST
 HY0574'7.8 MILES ALONG GRAVEL ROAD, THENCE 0.45 MILE NORTHWEST ALONG
 HY0574'BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2195 ***********************************************************************
 HX2195  DESIGNATION -  P 153
 HX2195  PID         -  HX2195
 HX2195  STATE/COUNTY-  WV/LINCOLN
 HX2195  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2195
 HX2195                         *CURRENT SURVEY CONTROL
 HX2195  ___________________________________________________________________
 HX2195* NAD 83(1986)-  38 08 06.     (N)    081 58 00.     (W)     SCALED    
 HX2195* NAVD 88     -       261.540  (meters)     858.07   (feet)  ADJUSTED  
 HX2195  ___________________________________________________________________
 HX2195  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HX2195  DYNAMIC HT  -         261.352 (meters)     857.45  (feet)  COMP
 HX2195  MODELED GRAV-     979,905.4   (mgal)                       NAVD 88
 HX2195
 HX2195  VERT ORDER  -  SECOND    CLASS 0
 HX2195
 HX2195.The horizontal coordinates were scaled from a topographic map and have
 HX2195.an estimated accuracy of +/- 6 seconds.
 HX2195
 HX2195.The orthometric height was determined by differential leveling
 HX2195.and adjusted by the National Geodetic Survey in June 1991..
 HX2195
 HX2195.The geoid height was determined by GEOID03.
 HX2195
 HX2195.The dynamic height is computed by dividing the NAVD 88
 HX2195.geopotential number by the normal gravity value computed on the
 HX2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2195.degrees latitude (g = 980.6199 gals.).
 HX2195
 HX2195.The modeled gravity was interpolated from observed gravity values.
 HX2195
 HX2195;                    North         East    Units  Estimated Accuracy
 HX2195;SPC WV S     -   126,410.      515,260.      MT  (+/- 180 meters Scaled)
 HX2195
 HX2195                          SUPERSEDED SURVEY CONTROL
 HX2195
 HX2195  NGVD 29 (??/??/92)  261.750  (m)          858.76   (f) ADJ UNCH    2 0
 HX2195
 HX2195.Superseded values are not recommended for survey control.
 HX2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2195.See file dsdata.txt to determine how the superseded data were derived.
 HX2195
 HX2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC152212(NAD 83)
 HX2195_MARKER: DB = BENCH MARK DISK
 HX2195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2195_SP_SET: CONCRETE PLATFORM
 HX2195_STAMPING: P 153 1957
 HX2195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2195
 HX2195  HISTORY     - Date     Condition        Report By
 HX2195  HISTORY     - 1957     MONUMENTED       CGS
 HX2195
 HX2195                          STATION DESCRIPTION
 HX2195
 HX2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2195'3.7 MI SW FROM ALKOL.
 HX2195'ABOUT 3.7 MILE SOUTHWEST ALONG BLACKTOP ROAD FROM THE POST
 HX2195'OFFICE AT ALKOL, 0.2 MILE EAST OF THE MARTIN SCHOOL, 2 FEET WEST
 HX2195'OF THE WEST END OF CONCRETE STEPS TO THE MAIN ENTRANCE TO STORE,
 HX2195'40 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET VERTICALLY
 HX2195'IN THE SOUTH FACE OF THE CONCRETE PLATFORM OF THE THOMAS-CLARK
 HX2195'GROCERY, ABOUT 2 FEET ABOVE THE LEVEL, OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0535 ***********************************************************************
 HY0535  DESIGNATION -  P 154
 HY0535  PID         -  HY0535
 HY0535  STATE/COUNTY-  WV/LINCOLN
 HY0535  USGS QUAD   -  BIG CREEK (1962)
 HY0535
 HY0535                         *CURRENT SURVEY CONTROL
 HY0535  ___________________________________________________________________
 HY0535* NAD 83(1986)-  38 06 23.     (N)    082 07 14.     (W)     SCALED    
 HY0535* NAVD 88     -       209.652  (meters)     687.83   (feet)  ADJUSTED  
 HY0535  ___________________________________________________________________
 HY0535  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HY0535  DYNAMIC HT  -         209.502 (meters)     687.34  (feet)  COMP
 HY0535  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 HY0535
 HY0535  VERT ORDER  -  SECOND    CLASS 0
 HY0535
 HY0535.The horizontal coordinates were scaled from a topographic map and have
 HY0535.an estimated accuracy of +/- 6 seconds.
 HY0535
 HY0535.The orthometric height was determined by differential leveling
 HY0535.and adjusted by the National Geodetic Survey in June 1991..
 HY0535
 HY0535.The geoid height was determined by GEOID03.
 HY0535
 HY0535.The dynamic height is computed by dividing the NAVD 88
 HY0535.geopotential number by the normal gravity value computed on the
 HY0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0535.degrees latitude (g = 980.6199 gals.).
 HY0535
 HY0535.The modeled gravity was interpolated from observed gravity values.
 HY0535
 HY0535;                    North         East    Units  Estimated Accuracy
 HY0535;SPC WV S     -   123,390.      501,730.      MT  (+/- 180 meters Scaled)
 HY0535
 HY0535                          SUPERSEDED SURVEY CONTROL
 HY0535
 HY0535  NGVD 29 (??/??/92)  209.865  (m)          688.53   (f) ADJ UNCH    2 0
 HY0535
 HY0535.Superseded values are not recommended for survey control.
 HY0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0535.See file dsdata.txt to determine how the superseded data were derived.
 HY0535
 HY0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC017182(NAD 83)
 HY0535_MARKER: DB = BENCH MARK DISK
 HY0535_SETTING: 66 = SET IN ROCK OUTCROP
 HY0535_SP_SET: ROCK CLIFF
 HY0535_STAMPING: P 154 1957
 HY0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0535+STABILITY: POSITION/ELEVATION WELL
 HY0535
 HY0535  HISTORY     - Date     Condition        Report By
 HY0535  HISTORY     - 1957     MONUMENTED       CGS
 HY0535
 HY0535                          STATION DESCRIPTION
 HY0535
 HY0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0535'1.2 MI NE FROM LATTIN.
 HY0535'ABOUT 0.1 MILE SOUTH ALONG DIRT ROAD FROM THE CHESAPEAKE AND
 HY0535'OHIO RAILWAY STATION AT LATTIN, THENCE 1.15 MILE NORTHEAST
 HY0535'ALONG DIRT ROAD, 49 FEET NORTH OF THE CREEK FORD, 8 FEET
 HY0535'SOUTHWEST OF THE NORTHEAST END OF CLIFF, 33 FEET NORTHWEST OF THE
 HY0535'CENTER LINE OF THE ROAD, SET VERTICALLY IN THE SOUTHEAST FACE
 HY0535'OF A 7-FOOT HIGH AND 25 FEET LONG CLIFF, ABOUT 4 1/2 FEET
 HY0535'ABOVE THE GROUND AND 7 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0382 ***********************************************************************
 GY0382  DESIGNATION -  P 155
 GY0382  PID         -  GY0382
 GY0382  STATE/COUNTY-  WV/LOGAN
 GY0382  USGS QUAD   -  TRACE (1976)
 GY0382
 GY0382                         *CURRENT SURVEY CONTROL
 GY0382  ___________________________________________________________________
 GY0382* NAD 83(1986)-  37 56 26.     (N)    082 08 21.     (W)     SCALED    
 GY0382* NAVD 88     -       212.169  (meters)     696.09   (feet)  ADJUSTED  
 GY0382  ___________________________________________________________________
 GY0382  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GY0382  DYNAMIC HT  -         212.013 (meters)     695.58  (feet)  COMP
 GY0382  MODELED GRAV-     979,887.6   (mgal)                       NAVD 88
 GY0382
 GY0382  VERT ORDER  -  SECOND    CLASS 0
 GY0382
 GY0382.The horizontal coordinates were scaled from a topographic map and have
 GY0382.an estimated accuracy of +/- 6 seconds.
 GY0382
 GY0382.The orthometric height was determined by differential leveling
 GY0382.and adjusted by the National Geodetic Survey in June 1991..
 GY0382
 GY0382.The geoid height was determined by GEOID03.
 GY0382
 GY0382.The dynamic height is computed by dividing the NAVD 88
 GY0382.geopotential number by the normal gravity value computed on the
 GY0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0382.degrees latitude (g = 980.6199 gals.).
 GY0382
 GY0382.The modeled gravity was interpolated from observed gravity values.
 GY0382
 GY0382;                    North         East    Units  Estimated Accuracy
 GY0382;SPC WV S     -   105,010.      499,870.      MT  (+/- 180 meters Scaled)
 GY0382
 GY0382                          SUPERSEDED SURVEY CONTROL
 GY0382
 GY0382  NGVD 29 (??/??/92)  212.382  (m)          696.79   (f) ADJ UNCH    2 0
 GY0382
 GY0382.Superseded values are not recommended for survey control.
 GY0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0382.See file dsdata.txt to determine how the superseded data were derived.
 GY0382
 GY0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB999998(NAD 83)
 GY0382_MARKER: DB = BENCH MARK DISK
 GY0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0382_SP_SET: CULVERT
 GY0382_STAMPING: P 155 1957
 GY0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0382
 GY0382  HISTORY     - Date     Condition        Report By
 GY0382  HISTORY     - 1957     MONUMENTED       CGS
 GY0382
 GY0382                          STATION DESCRIPTION
 GY0382
 GY0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0382'7.6 MI S FROM HART.
 GY0382'ABOUT 7.65 MILES SOUTH ALONG HART CREEK ROAD FROM THE HIGH SCHOOL
 GY0382'AT HART, ABOUT 0.7 MILE NORTH OF BULWARK SCHOOL (BRICK BUILDING),
 GY0382'IN THE TOP OF NORTH END OF EAST CONCRETE HEAD WALL OF A 60-INCH
 GY0382'PIPE CULVERT WITH WING WALLS FOR A CREEK BRANCH, 12 1/2 FEET
 GY0382'EAST OF CENTER LINE OF ROAD AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0560 ***********************************************************************
 HY0560  DESIGNATION -  P 156
 HY0560  PID         -  HY0560
 HY0560  STATE/COUNTY-  WV/LOGAN
 HY0560  USGS QUAD   -  BIG CREEK (1962)
 HY0560
 HY0560                         *CURRENT SURVEY CONTROL
 HY0560  ___________________________________________________________________
 HY0560* NAD 83(1986)-  38 00 32.     (N)    082 02 48.     (W)     SCALED    
 HY0560* NAVD 88     -       194.714  (meters)     638.82   (feet)  ADJUSTED  
 HY0560  ___________________________________________________________________
 HY0560  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HY0560  DYNAMIC HT  -         194.573 (meters)     638.36  (feet)  COMP
 HY0560  MODELED GRAV-     979,898.9   (mgal)                       NAVD 88
 HY0560
 HY0560  VERT ORDER  -  SECOND    CLASS 0
 HY0560
 HY0560.The horizontal coordinates were scaled from a topographic map and have
 HY0560.an estimated accuracy of +/- 6 seconds.
 HY0560
 HY0560.The orthometric height was determined by differential leveling
 HY0560.and adjusted by the National Geodetic Survey in June 1991..
 HY0560
 HY0560.The geoid height was determined by GEOID03.
 HY0560
 HY0560.The dynamic height is computed by dividing the NAVD 88
 HY0560.geopotential number by the normal gravity value computed on the
 HY0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0560.degrees latitude (g = 980.6199 gals.).
 HY0560
 HY0560.The modeled gravity was interpolated from observed gravity values.
 HY0560
 HY0560;                    North         East    Units  Estimated Accuracy
 HY0560;SPC WV S     -   112,490.      508,090.      MT  (+/- 180 meters Scaled)
 HY0560
 HY0560                          SUPERSEDED SURVEY CONTROL
 HY0560
 HY0560  NGVD 29 (??/??/92)  194.929  (m)          639.53   (f) ADJ UNCH    2 0
 HY0560
 HY0560.Superseded values are not recommended for survey control.
 HY0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0560.See file dsdata.txt to determine how the superseded data were derived.
 HY0560
 HY0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC081073(NAD 83)
 HY0560_MARKER: DB = BENCH MARK DISK
 HY0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0560_SP_SET: CULVERT
 HY0560_STAMPING: P 156 1957
 HY0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0560
 HY0560  HISTORY     - Date     Condition        Report By
 HY0560  HISTORY     - 1957     MONUMENTED       CGS
 HY0560
 HY0560                          STATION DESCRIPTION
 HY0560
 HY0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0560'0.5 MI NW FROM BIG CREEK.
 HY0560'ABOUT 0.5 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0560'FROM THE STATION AT BIG CREEK, ABOUT 0.35 MILE NORTHWEST OF
 HY0560'MILE POST 50, ABOUT 25 YARDS NORTHEAST AND ACROSS STATE HIGHWAY
 HY0560'10 FROM THE TRACK, IN THE TOP OF THE EAST END OF NORTH CONCRETE
 HY0560'HEAD WALL OF A 24-INCH PIPE CULVERT UNDER HIGHWAY, 21 FEET NORTH
 HY0560'OF CENTER LINE OF HIGHWAY AND ON THE OUTSIDE OF A CURVE WITH
 HY0560'TANGENTS EXTENDING WEST AND SOUTHEAST, 174 FEET NORTHWEST OF
 HY0560'CENTER OF JUNCTION OF HIGHWAY AND A ROAD LEADING NORTHEAST INTO
 HY0560'LIMESTONE BRANCH AND 1 FOOT BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2507 ***********************************************************************
 GX2507  DESIGNATION -  P 157
 GX2507  PID         -  GX2507
 GX2507  STATE/COUNTY-  WV/LOGAN
 GX2507  USGS QUAD   -  HENLAWSON (1976)
 GX2507
 GX2507                         *CURRENT SURVEY CONTROL
 GX2507  ___________________________________________________________________
 GX2507* NAD 83(1986)-  37 56 38.     (N)    081 55 52.     (W)     SCALED    
 GX2507* NAVD 88     -       348.582  (meters)    1143.64   (feet)  ADJUSTED  
 GX2507  ___________________________________________________________________
 GX2507  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GX2507  DYNAMIC HT  -         348.328 (meters)    1142.81  (feet)  COMP
 GX2507  MODELED GRAV-     979,891.4   (mgal)                       NAVD 88
 GX2507
 GX2507  VERT ORDER  -  SECOND    CLASS 0
 GX2507
 GX2507.The horizontal coordinates were scaled from a topographic map and have
 GX2507.an estimated accuracy of +/- 6 seconds.
 GX2507
 GX2507.The orthometric height was determined by differential leveling
 GX2507.and adjusted by the National Geodetic Survey in June 1991..
 GX2507
 GX2507.The geoid height was determined by GEOID03.
 GX2507
 GX2507.The dynamic height is computed by dividing the NAVD 88
 GX2507.geopotential number by the normal gravity value computed on the
 GX2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2507.degrees latitude (g = 980.6199 gals.).
 GX2507
 GX2507.The modeled gravity was interpolated from observed gravity values.
 GX2507
 GX2507;                    North         East    Units  Estimated Accuracy
 GX2507;SPC WV S     -   105,170.      518,160.      MT  (+/- 180 meters Scaled)
 GX2507
 GX2507                          SUPERSEDED SURVEY CONTROL
 GX2507
 GX2507  NGVD 29 (??/??/92)  348.789  (m)         1144.32   (f) ADJ UNCH    2 0
 GX2507
 GX2507.Superseded values are not recommended for survey control.
 GX2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2507.See file dsdata.txt to determine how the superseded data were derived.
 GX2507
 GX2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB181999(NAD 83)
 GX2507_MARKER: DB = BENCH MARK DISK
 GX2507_SETTING: 66 = SET IN ROCK OUTCROP
 GX2507_SP_SET: CUT
 GX2507_STAMPING: P 157 1957
 GX2507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2507+STABILITY: POSITION/ELEVATION WELL
 GX2507
 GX2507  HISTORY     - Date     Condition        Report By
 GX2507  HISTORY     - 1957     MONUMENTED       CGS
 GX2507
 GX2507                          STATION DESCRIPTION
 GX2507
 GX2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2507'3.4 MI NE FROM PECKS MILL.
 GX2507'ABOUT 3.45 MILE NORTHEAST ALONG HEWETT ROAD (BLACKTOP) FROM ITS
 GX2507'JUNCTION WITH STATE HIGHWAY 10 AT PECKS MILL, 0.35 MILE
 GX2507'SOUTHEAST OF THE BOTTOM OF THE GRADE AND THE JUNCTION OF ROAD
 GX2507'LEADING NORTH ALONG GORE FORK, 0.15 MILE NORTHWEST OF THE TOP
 GX2507'OF THE GRADE AND GAP, 19 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GX2507'SET VERTICALLY IN THE WEST FACE OF A 6 FOOT HIGH SMOOTH ROCK
 GX2507'IN A ROCKY CUT, ABOUT 3 FEET ABOVE THE GROUND AND 3 FEET ABOVE
 GX2507'THE LEVEL OF THE ROAD.  NOTE-- MARK MAY BE REACHED FROM THE
 GX2507'SCHOOL AT LAKE BY GOING 2.3 MILE NORTHWEST ALONG THE HEWETT
 GX2507'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0339 ***********************************************************************
 GY0339  DESIGNATION -  P 158
 GY0339  PID         -  GY0339
 GY0339  STATE/COUNTY-  WV/WAYNE
 GY0339  USGS QUAD   -  KERMIT (1992)
 GY0339
 GY0339                         *CURRENT SURVEY CONTROL
 GY0339  ___________________________________________________________________
 GY0339* NAD 83(1986)-  37 51 15.     (N)    082 24 06.     (W)     SCALED    
 GY0339* NAVD 88     -       192.214  (meters)     630.62   (feet)  ADJUSTED  
 GY0339  ___________________________________________________________________
 GY0339  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GY0339  DYNAMIC HT  -         192.072 (meters)     630.16  (feet)  COMP
 GY0339  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 GY0339
 GY0339  VERT ORDER  -  SECOND    CLASS 0
 GY0339
 GY0339.The horizontal coordinates were scaled from a topographic map and have
 GY0339.an estimated accuracy of +/- 6 seconds.
 GY0339
 GY0339.The orthometric height was determined by differential leveling
 GY0339.and adjusted by the National Geodetic Survey in June 1991..
 GY0339
 GY0339.The geoid height was determined by GEOID03.
 GY0339
 GY0339.The dynamic height is computed by dividing the NAVD 88
 GY0339.geopotential number by the normal gravity value computed on the
 GY0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0339.degrees latitude (g = 980.6199 gals.).
 GY0339
 GY0339.The modeled gravity was interpolated from observed gravity values.
 GY0339
 GY0339;                    North         East    Units  Estimated Accuracy
 GY0339;SPC WV S     -    95,740.      476,660.      MT  (+/- 180 meters Scaled)
 GY0339
 GY0339                          SUPERSEDED SURVEY CONTROL
 GY0339
 GY0339  NGVD 29 (??/??/92)  192.425  (m)          631.31   (f) ADJ UNCH    2 0
 GY0339
 GY0339.Superseded values are not recommended for survey control.
 GY0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0339.See file dsdata.txt to determine how the superseded data were derived.
 GY0339
 GY0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB766905(NAD 83)
 GY0339_MARKER: DB = BENCH MARK DISK
 GY0339_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY0339_STAMPING: P 158 1957
 GY0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0339
 GY0339  HISTORY     - Date     Condition        Report By
 GY0339  HISTORY     - 1957     MONUMENTED       CGS
 GY0339
 GY0339                          STATION DESCRIPTION
 GY0339
 GY0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0339'2.4 MI N FROM KERMIT.
 GY0339'ABOUT 1.6 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0339'FROM THE STATION AT KERMIT, THENCE ABOUT 0.75 MILE EAST ALONG A
 GY0339'BLACK TOP ROAD LEADING TO SELWYN, ABOUT 1.7 MILES WEST OF THE
 GY0339'SCHOOL AT SELWYN, AT THE JUNCTION OF A ROUGH NARROW ROAD LEADING
 GY0339'NORTH, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST
 GY0339'AND SOUTHEAST, SET VERTICALLY IN THE SOUTH FACE OF AN 8 BY 3 FOOT
 GY0339'ROCK PROJECTION WHICH IS EMBEDDED IN HILLSIDE, 14 FEET NORTH OF
 GY0339'CENTER LINE OF ROAD, 42 FEET WEST OF CENTER OF JUNCTION OF ROAD
 GY0339'NORTH, 76 FEET WEST OF NORTH END OF A 24-INCH PIPE CULVERT WITH
 GY0339'STONE HEADWALL AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0770 ***********************************************************************
 HY0770  DESIGNATION -  P 159
 HY0770  PID         -  HY0770
 HY0770  STATE/COUNTY-  WV/WAYNE
 HY0770  USGS QUAD   -  RADNOR (1989)
 HY0770
 HY0770                         *CURRENT SURVEY CONTROL
 HY0770  ___________________________________________________________________
 HY0770* NAD 83(1986)-  38 06 53.     (N)    082 23 25.     (W)     SCALED    
 HY0770* NAVD 88     -       206.026  (meters)     675.94   (feet)  ADJUSTED  
 HY0770  ___________________________________________________________________
 HY0770  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HY0770  DYNAMIC HT  -         205.879 (meters)     675.45  (feet)  COMP
 HY0770  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 HY0770
 HY0770  VERT ORDER  -  SECOND    CLASS 0
 HY0770
 HY0770.The horizontal coordinates were scaled from a topographic map and have
 HY0770.an estimated accuracy of +/- 6 seconds.
 HY0770
 HY0770.The orthometric height was determined by differential leveling
 HY0770.and adjusted by the National Geodetic Survey in June 1991..
 HY0770
 HY0770.The geoid height was determined by GEOID03.
 HY0770
 HY0770.The dynamic height is computed by dividing the NAVD 88
 HY0770.geopotential number by the normal gravity value computed on the
 HY0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0770.degrees latitude (g = 980.6199 gals.).
 HY0770
 HY0770.The modeled gravity was interpolated from observed gravity values.
 HY0770
 HY0770;                    North         East    Units  Estimated Accuracy
 HY0770;SPC WV S     -   124,640.      478,090.      MT  (+/- 180 meters Scaled)
 HY0770
 HY0770                          SUPERSEDED SURVEY CONTROL
 HY0770
 HY0770  NGVD 29 (??/??/92)  206.238  (m)          676.63   (f) ADJ UNCH    2 0
 HY0770
 HY0770.Superseded values are not recommended for survey control.
 HY0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0770.See file dsdata.txt to determine how the superseded data were derived.
 HY0770
 HY0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC781194(NAD 83)
 HY0770_MARKER: DB = BENCH MARK DISK
 HY0770_SETTING: 66 = SET IN ROCK OUTCROP
 HY0770_SP_SET: ROCK OUTCROP
 HY0770_STAMPING: P 159 1957
 HY0770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0770+STABILITY: POSITION/ELEVATION WELL
 HY0770
 HY0770  HISTORY     - Date     Condition        Report By
 HY0770  HISTORY     - 1957     MONUMENTED       CGS
 HY0770
 HY0770                          STATION DESCRIPTION
 HY0770
 HY0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0770'1.6 MI SW FROM STILTNER.
 HY0770'ABOUT 1.6 MILES SOUTHWEST ALONG A GRAVEL ROAD FOLLOWING BRUSH
 HY0770'CREEK FROM STATE HIGHWAY 37 BRIDGE OVER EAST FORK OF TWELVEPOLE
 HY0770'CREEK AT STILTNER, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HY0770'EXTENDING SOUTHEAST AND NORTHEAST, AT THE JUNCTION OF A DRIVE
 HY0770'EAST TO A SMALL WHITE HOUSE, IN THE TOP OF THE SOUTHEAST CORNER
 HY0770'OF A FLAT ROCK OUTCROP THAT IS ABOUT 20 FEET LONG, 12 FEET WIDE
 HY0770'AND ABOUT 2 FEET HIGH, 22 FEET WEST OF CENTER LINE OF ROAD, 44
 HY0770'FEET NORTHEAST OF A SPRING WHICH IS LOCATED IN A RAVINE, 10 FEET
 HY0770'NORTH OF THE EXTENDED CENTER LINE OF DRIVE, 2 FEET WEST OF
 HY0770'SOUTHEAST CORNER OF ROCK OUTCROP AND ABOUT 5 FEET ABOVE LEVEL
 HY0770'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1402 ***********************************************************************
 HW1402  DESIGNATION -  P 16
 HW1402  PID         -  HW1402
 HW1402  STATE/COUNTY-  WV/PENDLETON
 HW1402  USGS QUAD   -  ONEGO (1995)
 HW1402
 HW1402                         *CURRENT SURVEY CONTROL
 HW1402  ___________________________________________________________________
 HW1402* NAD 83(1986)-  38 50 19.     (N)    079 23 48.     (W)     SCALED    
 HW1402* NAVD 88     -       548.159  (meters)    1798.42   (feet)  ADJUSTED  
 HW1402  ___________________________________________________________________
 HW1402  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HW1402  DYNAMIC HT  -         547.767 (meters)    1797.13  (feet)  COMP
 HW1402  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 HW1402
 HW1402  VERT ORDER  -  SECOND    CLASS 0
 HW1402
 HW1402.The horizontal coordinates were scaled from a topographic map and have
 HW1402.an estimated accuracy of +/- 6 seconds.
 HW1402
 HW1402.The orthometric height was determined by differential leveling
 HW1402.and adjusted by the National Geodetic Survey in June 1991..
 HW1402
 HW1402.The geoid height was determined by GEOID03.
 HW1402
 HW1402.The dynamic height is computed by dividing the NAVD 88
 HW1402.geopotential number by the normal gravity value computed on the
 HW1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1402.degrees latitude (g = 980.6199 gals.).
 HW1402
 HW1402.The modeled gravity was interpolated from observed gravity values.
 HW1402
 HW1402;                    North         East    Units  Estimated Accuracy
 HW1402;SPC WV S     -   205,280.      739,200.      MT  (+/- 180 meters Scaled)
 HW1402
 HW1402                          SUPERSEDED SURVEY CONTROL
 HW1402
 HW1402  NGVD 29 (??/??/92)  548.298  (m)         1798.87   (f) ADJ UNCH    2 0
 HW1402
 HW1402.Superseded values are not recommended for survey control.
 HW1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1402.See file dsdata.txt to determine how the superseded data were derived.
 HW1402
 HW1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD391000(NAD 83)
 HW1402_MARKER: DB = BENCH MARK DISK
 HW1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1402_STAMPING: P 16 1934
 HW1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1402+STABILITY: SURFACE MOTION
 HW1402
 HW1402  HISTORY     - Date     Condition        Report By
 HW1402  HISTORY     - 1934     MONUMENTED       CGS
 HW1402
 HW1402                          STATION DESCRIPTION
 HW1402
 HW1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1402'1.6 MI E FROM ONEGO.
 HW1402'1.6 MILES EAST ALONG U.S. HIGHWAY 33 FROM ONEGO, PENDLETON
 HW1402'COUNTY, 1.1 MILES WEST OF THE POST OFFICE AT MOUTH OF SENECA,
 HW1402'150 YARDS WEST OF THE TOP OF A STEEP GRADE, NEAR A GATE LEADING
 HW1402'INTO A WOODED PASTURE ON THE NORTH SIDE OF THE HIGHWAY, AND
 HW1402'15 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 HW1402'STAMPED P 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2174 ***********************************************************************
 GX2174  DESIGNATION -  P 161
 GX2174  PID         -  GX2174
 GX2174  STATE/COUNTY-  WV/MINGO
 GX2174  USGS QUAD   -  MAN (1976)
 GX2174
 GX2174                         *CURRENT SURVEY CONTROL
 GX2174  ___________________________________________________________________
 GX2174* NAD 83(1986)-  37 38 50.     (N)    081 59 29.     (W)     SCALED    
 GX2174* NAVD 88     -       560.732  (meters)    1839.67   (feet)  ADJUSTED  
 GX2174  ___________________________________________________________________
 GX2174  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GX2174  DYNAMIC HT  -         560.286 (meters)    1838.20  (feet)  COMP
 GX2174  MODELED GRAV-     979,815.7   (mgal)                       NAVD 88
 GX2174
 GX2174  VERT ORDER  -  SECOND    CLASS 0
 GX2174
 GX2174.The horizontal coordinates were scaled from a topographic map and have
 GX2174.an estimated accuracy of +/- 6 seconds.
 GX2174
 GX2174.The orthometric height was determined by differential leveling
 GX2174.and adjusted by the National Geodetic Survey in June 1991..
 GX2174
 GX2174.The geoid height was determined by GEOID03.
 GX2174
 GX2174.The dynamic height is computed by dividing the NAVD 88
 GX2174.geopotential number by the normal gravity value computed on the
 GX2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2174.degrees latitude (g = 980.6199 gals.).
 GX2174
 GX2174.The modeled gravity was interpolated from observed gravity values.
 GX2174
 GX2174;                    North         East    Units  Estimated Accuracy
 GX2174;SPC WV S     -    72,300.      512,510.      MT  (+/- 180 meters Scaled)
 GX2174
 GX2174                          SUPERSEDED SURVEY CONTROL
 GX2174
 GX2174  NGVD 29 (??/??/92)  560.928  (m)         1840.31   (f) ADJ UNCH    2 0
 GX2174
 GX2174.Superseded values are not recommended for survey control.
 GX2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2174.See file dsdata.txt to determine how the superseded data were derived.
 GX2174
 GX2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB125671(NAD 83)
 GX2174_MARKER: DB = BENCH MARK DISK
 GX2174_SETTING: 66 = SET IN ROCK OUTCROP
 GX2174_SP_SET: ROCK CUT
 GX2174_STAMPING: P 161 1957
 GX2174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2174+STABILITY: POSITION/ELEVATION WELL
 GX2174
 GX2174  HISTORY     - Date     Condition        Report By
 GX2174  HISTORY     - 1957     MONUMENTED       CGS
 GX2174
 GX2174                          STATION DESCRIPTION
 GX2174
 GX2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2174'1.2 MI E FROM MOUNTAIN VIEW.
 GX2174'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF
 GX2174'U.S. HIGHWAY 119 AT MOUNTAIN VIEW, ABOUT 70 YARDS EAST OF JUNCTION
 GX2174'OF A ROAD SOUTH TO MINGO FIRE TOWER, SET VERTICALLY IN THE
 GX2174'SOUTHEAST FACE OF A LARGE ROCK CUT, 16 FEET NORTHWEST OF CENTER
 GX2174'LINE OF HIGHWAY, 3 FEET ABOVE GROUND AND ABOUT 2 FEET ABOVE LEVEL
 GX2174'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2397 ***********************************************************************
 GX2397  DESIGNATION -  P 162
 GX2397  PID         -  GX2397
 GX2397  STATE/COUNTY-  WV/MINGO
 GX2397  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2397
 GX2397                         *CURRENT SURVEY CONTROL
 GX2397  ___________________________________________________________________
 GX2397* NAD 83(1986)-  37 34 31.     (N)    081 56 24.     (W)     SCALED    
 GX2397* NAVD 88     -       300.505  (meters)     985.91   (feet)  ADJUSTED  
 GX2397  ___________________________________________________________________
 GX2397  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX2397  DYNAMIC HT  -         300.273 (meters)     985.15  (feet)  COMP
 GX2397  MODELED GRAV-     979,849.4   (mgal)                       NAVD 88
 GX2397
 GX2397  VERT ORDER  -  SECOND    CLASS 0
 GX2397
 GX2397.The horizontal coordinates were scaled from a topographic map and have
 GX2397.an estimated accuracy of +/- 6 seconds.
 GX2397
 GX2397.The orthometric height was determined by differential leveling
 GX2397.and adjusted by the National Geodetic Survey in June 1991..
 GX2397
 GX2397.The geoid height was determined by GEOID03.
 GX2397
 GX2397.The dynamic height is computed by dividing the NAVD 88
 GX2397.geopotential number by the normal gravity value computed on the
 GX2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2397.degrees latitude (g = 980.6199 gals.).
 GX2397
 GX2397.The modeled gravity was interpolated from observed gravity values.
 GX2397
 GX2397;                    North         East    Units  Estimated Accuracy
 GX2397;SPC WV S     -    64,270.      516,970.      MT  (+/- 180 meters Scaled)
 GX2397
 GX2397                          SUPERSEDED SURVEY CONTROL
 GX2397
 GX2397  NGVD 29 (??/??/92)  300.712  (m)          986.59   (f) ADJ UNCH    2 0
 GX2397
 GX2397.Superseded values are not recommended for survey control.
 GX2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2397.See file dsdata.txt to determine how the superseded data were derived.
 GX2397
 GX2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB169591(NAD 83)
 GX2397_MARKER: DB = BENCH MARK DISK
 GX2397_SETTING: 66 = SET IN ROCK OUTCROP
 GX2397_SP_SET: ROCK CUT
 GX2397_STAMPING: P 162 1957
 GX2397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2397+STABILITY: POSITION/ELEVATION WELL
 GX2397
 GX2397  HISTORY     - Date     Condition        Report By
 GX2397  HISTORY     - 1957     MONUMENTED       CGS
 GX2397
 GX2397                          STATION DESCRIPTION
 GX2397
 GX2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2397'3 MI NE FROM WHARNCLIFFE.
 GX2397'ABOUT 3.0 MILES NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX2397'FROM THE STATION AT WHARNCLIFFE, ABOUT 114 YARDS NORTHEAST OF
 GX2397'CROSSING OF A DIM NARROW ROAD, ABOUT 76 YARDS NORTHWEST OF
 GX2397'CENTER OF A 6-FOOT CONCRETE BOX CULVERT, SET IN THE TOP OF A
 GX2397'LEDGE AT THE BOTTOM OF A LONG ROCK CUT, 16 FEET NORTHWEST OF
 GX2397'NORTHWEST RAIL, 58 FEET SOUTHWEST OF NORTHWEST END OF A 30-INCH
 GX2397'PIPE CULVERT, 1 FOOT SOUTHEAST OF A 6-INCH TRIANGLE CHISELED IN
 GX2397'FACE OF ROCK CUT AND 1 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0869 ***********************************************************************
 KY0869  DESIGNATION -  P 163
 KY0869  PID         -  KY0869
 KY0869  STATE/COUNTY-  WV/OHIO
 KY0869  USGS QUAD   -  VALLEY GROVE (1981)
 KY0869
 KY0869                         *CURRENT SURVEY CONTROL
 KY0869  ___________________________________________________________________
 KY0869* NAD 83(1986)-  40 04 32.     (N)    080 35 41.     (W)     SCALED    
 KY0869* NAVD 88     -       260.239  (meters)     853.80   (feet)  ADJUSTED  
 KY0869  ___________________________________________________________________
 KY0869  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0869  DYNAMIC HT  -         260.092 (meters)     853.32  (feet)  COMP
 KY0869  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 KY0869
 KY0869  VERT ORDER  -  SECOND    CLASS 0
 KY0869
 KY0869.The horizontal coordinates were scaled from a topographic map and have
 KY0869.an estimated accuracy of +/- 6 seconds.
 KY0869
 KY0869.The orthometric height was determined by differential leveling
 KY0869.and adjusted by the National Geodetic Survey in June 1991..
 KY0869
 KY0869.The geoid height was determined by GEOID03.
 KY0869
 KY0869.The dynamic height is computed by dividing the NAVD 88
 KY0869.geopotential number by the normal gravity value computed on the
 KY0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0869.degrees latitude (g = 980.6199 gals.).
 KY0869
 KY0869.The modeled gravity was interpolated from observed gravity values.
 KY0869
 KY0869;                    North         East    Units  Estimated Accuracy
 KY0869;SPC WV N     -   175,490.      506,630.      MT  (+/- 180 meters Scaled)
 KY0869
 KY0869                          SUPERSEDED SURVEY CONTROL
 KY0869
 KY0869  NGVD 29 (??/??/92)  260.389  (m)          854.29   (f) ADJ UNCH    2 0
 KY0869
 KY0869.Superseded values are not recommended for survey control.
 KY0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0869.See file dsdata.txt to determine how the superseded data were derived.
 KY0869
 KY0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE345362(NAD 83)
 KY0869_MARKER: DB = BENCH MARK DISK
 KY0869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0869_SP_SET: ABUTMENT
 KY0869_STAMPING: P 163 1960
 KY0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0869
 KY0869  HISTORY     - Date     Condition        Report By
 KY0869  HISTORY     - 1960     MONUMENTED       CGS
 KY0869
 KY0869                          STATION DESCRIPTION
 KY0869
 KY0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0869'4.5 MI E FROM ELM GROVE.
 KY0869'ABOUT 4.5 MILES EAST ALONG THE BALIMORE AND OHIO RAILROAD
 KY0869'FROM THE STATION AT ELM GROVE, AT MILEAGE POLE 58+4, 10 FEET
 KY0869'NORTH OF THE NORTH RAIL, IN TOP OF THE NORTH END OF THE BACK
 KY0869'WALL OF EAST CONCRETE ABUTMENT OF RAILROAD STEEL PLATE BRIDGE
 KY0869'NO. 176 OVER LITTLE WHEELING CREEK, AND ABOUT 1 FOOT BELOW THE
 KY0869'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1444 ***********************************************************************
 HW1444  DESIGNATION -  P 17
 HW1444  PID         -  HW1444
 HW1444  STATE/COUNTY-  WV/GRANT
 HW1444  USGS QUAD   -  PETERSBURG WEST (1995)
 HW1444
 HW1444                         *CURRENT SURVEY CONTROL
 HW1444  ___________________________________________________________________
 HW1444* NAD 83(1986)-  38 58 28.     (N)    079 08 20.     (W)     SCALED    
 HW1444* NAVD 88     -       310.814  (meters)    1019.73   (feet)  ADJUSTED  
 HW1444  ___________________________________________________________________
 HW1444  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HW1444  DYNAMIC HT  -         310.611 (meters)    1019.06  (feet)  COMP
 HW1444  MODELED GRAV-     979,966.1   (mgal)                       NAVD 88
 HW1444
 HW1444  VERT ORDER  -  SECOND    CLASS 0
 HW1444
 HW1444.The horizontal coordinates were scaled from a topographic map and have
 HW1444.an estimated accuracy of +/- 6 seconds.
 HW1444
 HW1444.The orthometric height was determined by differential leveling
 HW1444.and adjusted by the National Geodetic Survey in June 1991..
 HW1444
 HW1444.The geoid height was determined by GEOID03.
 HW1444
 HW1444.The dynamic height is computed by dividing the NAVD 88
 HW1444.geopotential number by the normal gravity value computed on the
 HW1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1444.degrees latitude (g = 980.6199 gals.).
 HW1444
 HW1444.The modeled gravity was interpolated from observed gravity values.
 HW1444
 HW1444;                    North         East    Units  Estimated Accuracy
 HW1444;SPC WV N     -    52,740.      631,290.      MT  (+/- 180 meters Scaled)
 HW1444
 HW1444                          SUPERSEDED SURVEY CONTROL
 HW1444
 HW1444  NGVD 29 (??/??/92)  310.960  (m)         1020.21   (f) ADJ UNCH    2 0
 HW1444
 HW1444.Superseded values are not recommended for survey control.
 HW1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1444.See file dsdata.txt to determine how the superseded data were derived.
 HW1444
 HW1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD612155(NAD 83)
 HW1444_MARKER: DB = BENCH MARK DISK
 HW1444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1444_SP_SET: CULVERT
 HW1444_STAMPING: P 17 1934
 HW1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1444
 HW1444  HISTORY     - Date     Condition        Report By
 HW1444  HISTORY     - 1934     MONUMENTED       CGS
 HW1444  HISTORY     - 1954     GOOD             NGS
 HW1444  HISTORY     - 1969     MARK NOT FOUND   USGS
 HW1444
 HW1444                          STATION DESCRIPTION
 HW1444
 HW1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HW1444'1 MI S FROM PETERSBURG.
 HW1444'1 MILE SOUTH ALONG U.S. HIGHWAY 220 FROM PETERSBURG, GRANT COUNTY,
 HW1444'27 YARDS WEST OF A SMALL FRAME FARMHOUSE, 9 YARDS WEST OF THE
 HW1444'GATE LEADING TO THE FARM ROAD, AT A CONCRETE CULVERT, IN THE TOP
 HW1444'OF THE NORTH END OF THE WEST HEADWALL, 45 FEET SOUTHWEST OF THE
 HW1444'INTERSECTION OF THE CENTERLINE OF THE NORTHEAST-SOUTHWEST HIGHWAY
 HW1444'AND THE LANE WEST, 59 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HW1444'A SHED, AND 4 FEET HIGHER THAN THE HIGHWAY.
 HW1444
 HW1444                          STATION RECOVERY (1969)
 HW1444
 HW1444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HW1444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2230 ***********************************************************************
 HX2230  DESIGNATION -  P 175
 HX2230  PID         -  HX2230
 HX2230  STATE/COUNTY-  WV/BOONE
 HX2230  USGS QUAD   -  MADISON (1976)
 HX2230
 HX2230                         *CURRENT SURVEY CONTROL
 HX2230  ___________________________________________________________________
 HX2230* NAD 83(1986)-  38 05 58.     (N)    081 46 03.     (W)     SCALED    
 HX2230* NAVD 88     -       283.091  (meters)     928.77   (feet)  ADJUSTED  
 HX2230  ___________________________________________________________________
 HX2230  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HX2230  DYNAMIC HT  -         282.887 (meters)     928.11  (feet)  COMP
 HX2230  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 HX2230
 HX2230  VERT ORDER  -  SECOND    CLASS 0
 HX2230
 HX2230.The horizontal coordinates were scaled from a topographic map and have
 HX2230.an estimated accuracy of +/- 6 seconds.
 HX2230
 HX2230.The orthometric height was determined by differential leveling
 HX2230.and adjusted by the National Geodetic Survey in June 1991..
 HX2230
 HX2230.The geoid height was determined by GEOID03.
 HX2230
 HX2230.The dynamic height is computed by dividing the NAVD 88
 HX2230.geopotential number by the normal gravity value computed on the
 HX2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2230.degrees latitude (g = 980.6199 gals.).
 HX2230
 HX2230.The modeled gravity was interpolated from observed gravity values.
 HX2230
 HX2230;                    North         East    Units  Estimated Accuracy
 HX2230;SPC WV S     -   122,300.      532,690.      MT  (+/- 180 meters Scaled)
 HX2230
 HX2230                          SUPERSEDED SURVEY CONTROL
 HX2230
 HX2230  NGVD 29 (??/??/92)  283.294  (m)          929.44   (f) ADJ UNCH    2 0
 HX2230
 HX2230.Superseded values are not recommended for survey control.
 HX2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2230.See file dsdata.txt to determine how the superseded data were derived.
 HX2230
 HX2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC327171(NAD 83)
 HX2230_MARKER: DB = BENCH MARK DISK
 HX2230_SETTING: 66 = SET IN ROCK OUTCROP
 HX2230_SP_SET: ROCK CUT
 HX2230_STAMPING: P 175 1958
 HX2230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2230+STABILITY: POSITION/ELEVATION WELL
 HX2230
 HX2230  HISTORY     - Date     Condition        Report By
 HX2230  HISTORY     - 1958     MONUMENTED       CGS
 HX2230  HISTORY     - 1973     GOOD             LOCENG
 HX2230
 HX2230                          STATION DESCRIPTION
 HX2230
 HX2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2230'4.2 MI E FROM ROCK CREEK.
 HX2230'ABOUT 4.2 MILES EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 HX2230'U.S. HIGHWAY 119 AT ROCK CREEK, 0.7 MILE EAST OF THE JUNCTION
 HX2230'OF ROCK CREEK ROAD AND DOLINS STORE AT FOSTER, SET VERTICALLY
 HX2230'IN THE SOUTHEAST FACE OF A ROCK CUT, 4 FEET ABOVE THE BOTTOM OF
 HX2230'A DITCH, 18 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 30 YARDS
 HX2230'NORTHEAST OF THE CENTER OF THE JUNCTION OF A SMALL ROAD LEADING
 HX2230'SOUTHEAST, 45 FEET WEST-NORTHWEST AND ACROSS THE HIGHWAY FROM
 HX2230'THE CENTER OF THE NORTHWEST END OF A WOODEN BRIDGE FOR A DRIVE
 HX2230'TO A HOUSE, 52 FEET WEST OF AND ACROSS THE HIGHWAY FROM POWER
 HX2230'LINE AND TELEPHONE POLE 474 C 11-M O 40560, 48 1/2 FEET NORTHEAST
 HX2230'OF THE NORTHEAST END OF THE NORTHWEST CONCRETE TOPPED HEAD WALL
 HX2230'FOR A 15-INCH PIPE CULVERT, AND ABOUT 3 FEET ABOVE THE LEVEL
 HX2230'OF THE HIGHWAY.
 HX2230
 HX2230                          STATION RECOVERY (1973)
 HX2230
 HX2230'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2437 ***********************************************************************
 GX2437  DESIGNATION -  P 176
 GX2437  PID         -  GX2437
 GX2437  STATE/COUNTY-  WV/WYOMING
 GX2437  USGS QUAD   -  GILBERT (1977)
 GX2437
 GX2437                         *CURRENT SURVEY CONTROL
 GX2437  ___________________________________________________________________
 GX2437* NAD 83(1986)-  37 30 42.     (N)    081 48 35.     (W)     SCALED    
 GX2437* NAVD 88     -       442.638  (meters)    1452.22   (feet)  ADJUSTED  
 GX2437  ___________________________________________________________________
 GX2437  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX2437  DYNAMIC HT  -         442.294 (meters)    1451.09  (feet)  COMP
 GX2437  MODELED GRAV-     979,840.5   (mgal)                       NAVD 88
 GX2437
 GX2437  VERT ORDER  -  SECOND    CLASS 0
 GX2437
 GX2437.The horizontal coordinates were scaled from a topographic map and have
 GX2437.an estimated accuracy of +/- 6 seconds.
 GX2437
 GX2437.The orthometric height was determined by differential leveling
 GX2437.and adjusted by the National Geodetic Survey in June 1991..
 GX2437
 GX2437.The geoid height was determined by GEOID03.
 GX2437
 GX2437.The dynamic height is computed by dividing the NAVD 88
 GX2437.geopotential number by the normal gravity value computed on the
 GX2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2437.degrees latitude (g = 980.6199 gals.).
 GX2437
 GX2437.The modeled gravity was interpolated from observed gravity values.
 GX2437
 GX2437;                    North         East    Units  Estimated Accuracy
 GX2437;SPC WV S     -    57,100.      528,410.      MT  (+/- 180 meters Scaled)
 GX2437
 GX2437                          SUPERSEDED SURVEY CONTROL
 GX2437
 GX2437  NGVD 29 (??/??/92)  442.832  (m)         1452.86   (f) ADJ UNCH    2 0
 GX2437
 GX2437.Superseded values are not recommended for survey control.
 GX2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2437.See file dsdata.txt to determine how the superseded data were derived.
 GX2437
 GX2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB284519(NAD 83)
 GX2437_MARKER: DB = BENCH MARK DISK
 GX2437_SETTING: 66 = SET IN ROCK OUTCROP
 GX2437_SP_SET: ROCK CUT
 GX2437_STAMPING: P 176 1958
 GX2437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2437+STABILITY: POSITION/ELEVATION WELL
 GX2437
 GX2437  HISTORY     - Date     Condition        Report By
 GX2437  HISTORY     - 1958     MONUMENTED       CGS
 GX2437  HISTORY     - 1963     GOOD             AEROS
 GX2437
 GX2437                          STATION DESCRIPTION
 GX2437
 GX2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2437'4.6 MI NW FROM IAEGER.
 GX2437'ABOUT 4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE CROSSING
 GX2437'OF THE NORFOLK AND WESTERN RAILWAY AT IAEGER, 0.5 MILE NORTH OF
 GX2437'INDIAN RIDGE AND THE WYOMING - MCDOWELL  COUNTY LINE, ON THE
 GX2437'NORTH SLOPE OF A MOUNTAIN, ON THE INSIDE OF A CURVE WITH TANGENTS
 GX2437'EXTENDING NORTHEAST AND SOUTH, AT THE NORTHEAST END OF THE CURVE
 GX2437'AT THE JUNCTION OF A PRIVATE ROAD LEADING SOUTHWEST, 29 FEET
 GX2437'SOUTHEAST OF CENTER LINE OF HIGHWAY, SET VERTICALLY IN THE
 GX2437'NORTHWEST FACE OF A ROCK CUT, DIRECTLY UNDER A 4-FOOT OVERHAND
 GX2437'AT TOP OF CUT, 107 FEET SOUTH OF THE CENTER OF THE JUNCTION OF
 GX2437'PRIVATE ROAD SOUTHWEST, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF
 GX2437'THE HIGHWAY.
 GX2437
 GX2437                          STATION RECOVERY (1963)
 GX2437
 GX2437'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2466 ***********************************************************************
 GX2466  DESIGNATION -  P 177
 GX2466  PID         -  GX2466
 GX2466  STATE/COUNTY-  WV/WYOMING
 GX2466  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2466
 GX2466                         *CURRENT SURVEY CONTROL
 GX2466  ___________________________________________________________________
 GX2466* NAD 83(1986)-  37 34 46.     (N)    081 41 56.     (W)     SCALED    
 GX2466* NAVD 88     -       348.662  (meters)    1143.90   (feet)  ADJUSTED  
 GX2466  ___________________________________________________________________
 GX2466  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX2466  DYNAMIC HT  -         348.388 (meters)    1143.00  (feet)  COMP
 GX2466  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 GX2466
 GX2466  VERT ORDER  -  SECOND    CLASS 0
 GX2466
 GX2466.The horizontal coordinates were scaled from a topographic map and have
 GX2466.an estimated accuracy of +/- 6 seconds.
 GX2466
 GX2466.The orthometric height was determined by differential leveling
 GX2466.and adjusted by the National Geodetic Survey in June 1991..
 GX2466
 GX2466.The geoid height was determined by GEOID03.
 GX2466
 GX2466.The dynamic height is computed by dividing the NAVD 88
 GX2466.geopotential number by the normal gravity value computed on the
 GX2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2466.degrees latitude (g = 980.6199 gals.).
 GX2466
 GX2466.The modeled gravity was interpolated from observed gravity values.
 GX2466
 GX2466;                    North         East    Units  Estimated Accuracy
 GX2466;SPC WV S     -    64,550.      538,270.      MT  (+/- 180 meters Scaled)
 GX2466
 GX2466                          SUPERSEDED SURVEY CONTROL
 GX2466
 GX2466  NGVD 29 (??/??/92)  348.846  (m)         1144.51   (f) ADJ UNCH    2 0
 GX2466
 GX2466.Superseded values are not recommended for survey control.
 GX2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2466.See file dsdata.txt to determine how the superseded data were derived.
 GX2466
 GX2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB382593(NAD 83)
 GX2466_MARKER: DB = BENCH MARK DISK
 GX2466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2466_SP_SET: ABUTMENT
 GX2466_STAMPING: P 177 1958
 GX2466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2466
 GX2466  HISTORY     - Date     Condition        Report By
 GX2466  HISTORY     - 1958     MONUMENTED       CGS
 GX2466  HISTORY     - 1963     GOOD             AEROS
 GX2466
 GX2466                          STATION DESCRIPTION
 GX2466
 GX2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2466'2 MI W FROM BAILEYVILLE.
 GX2466'ABOUT 1.95 MILES WEST ALONG A BLACK TOP ROAD FROM THE BRIDGE OVER
 GX2466'GUYANDOT RIVER, ALONG THE VIRGINIAN RAILWAY, AT SHANNON, ABOUT
 GX2466'0.3 MILE NORTHEAST OF MILE POST 28, ABOUT MIDWAY BETWEEN TWO
 GX2466'PRIVATE ROAD CROSSINGS, IN THE TOP OF SOUTHEAST END OF SOUTHWEST
 GX2466'ABUTMENT OF RAILWAY BRIDGE OVER MOCCASIN BRANCH, 6 FEET SOUTHEAST
 GX2466'OF SOUTHEAST RAIL AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
 GX2466
 GX2466                          STATION RECOVERY (1963)
 GX2466
 GX2466'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2461 ***********************************************************************
 GX2461  DESIGNATION -  P 178
 GX2461  PID         -  GX2461
 GX2461  STATE/COUNTY-  WV/WYOMING
 GX2461  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2461
 GX2461                         *CURRENT SURVEY CONTROL
 GX2461  ___________________________________________________________________
 GX2461* NAD 83(1986)-  37 35 57.     (N)    081 38 55.     (W)     SCALED    
 GX2461* NAVD 88     -       355.749  (meters)    1167.15   (feet)  ADJUSTED  
 GX2461  ___________________________________________________________________
 GX2461  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX2461  DYNAMIC HT  -         355.467 (meters)    1166.23  (feet)  COMP
 GX2461  MODELED GRAV-     979,828.4   (mgal)                       NAVD 88
 GX2461
 GX2461  VERT ORDER  -  SECOND    CLASS 0
 GX2461
 GX2461.The horizontal coordinates were scaled from a topographic map and have
 GX2461.an estimated accuracy of +/- 6 seconds.
 GX2461
 GX2461.The orthometric height was determined by differential leveling
 GX2461.and adjusted by the National Geodetic Survey in June 1991..
 GX2461
 GX2461.The geoid height was determined by GEOID03.
 GX2461
 GX2461.The dynamic height is computed by dividing the NAVD 88
 GX2461.geopotential number by the normal gravity value computed on the
 GX2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2461.degrees latitude (g = 980.6199 gals.).
 GX2461
 GX2461.The modeled gravity was interpolated from observed gravity values.
 GX2461
 GX2461;                    North         East    Units  Estimated Accuracy
 GX2461;SPC WV S     -    66,700.      542,720.      MT  (+/- 180 meters Scaled)
 GX2461
 GX2461                          SUPERSEDED SURVEY CONTROL
 GX2461
 GX2461  NGVD 29 (??/??/92)  355.927  (m)         1167.74   (f) ADJ UNCH    2 0
 GX2461
 GX2461.Superseded values are not recommended for survey control.
 GX2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2461.See file dsdata.txt to determine how the superseded data were derived.
 GX2461
 GX2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB427615(NAD 83)
 GX2461_MARKER: DB = BENCH MARK DISK
 GX2461_SETTING: 66 = SET IN ROCK OUTCROP
 GX2461_SP_SET: CUT
 GX2461_STAMPING: P 178 1958
 GX2461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2461+STABILITY: POSITION/ELEVATION WELL
 GX2461
 GX2461  HISTORY     - Date     Condition        Report By
 GX2461  HISTORY     - 1958     MONUMENTED       CGS
 GX2461  HISTORY     - 1963     GOOD             AEROS
 GX2461  HISTORY     - 1980     GOOD             LOCSUR
 GX2461
 GX2461                          STATION DESCRIPTION
 GX2461
 GX2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2461'2.5 MI E FROM BAILEYVILLE.
 GX2461'ABOUT 2.5 MILES EAST ALONG A BLACK TOP ROAD TO PINEVILLE FROM
 GX2461'THE BRIDGE OVER GUYANDOT RIVER AT BAILEYSVILLE, ABOUT 90 YARDS
 GX2461'NORTH OF THE CENTER OF A 4-FOOT BOX CULVERT IN A DEEP RAVINE, 15
 GX2461'FEET WEST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE
 GX2461'EAST FACE OF A ROCK CUT, ABOUT 75 YARDS NORTH OF THE CENTER
 GX2461'LINE OF AN OLD DIM ROAD LEADING NORTHWEST UP THE MOUNTAIN SIDE,
 GX2461'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2461
 GX2461                          STATION RECOVERY (1963)
 GX2461
 GX2461'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2461'RECOVERED IN GOOD CONDITION.
 GX2461
 GX2461                          STATION RECOVERY (1980)
 GX2461
 GX2461'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3167 ***********************************************************************
 GX3167  DESIGNATION -  P 178 RESET 1980
 GX3167  PID         -  GX3167
 GX3167  STATE/COUNTY-  WV/WYOMING
 GX3167  USGS QUAD   -  BAILEYSVILLE (1976)
 GX3167
 GX3167                         *CURRENT SURVEY CONTROL
 GX3167  ___________________________________________________________________
 GX3167* NAD 83(1986)-  37 35 57.     (N)    081 38 55.     (W)     SCALED    
 GX3167* NAVD 88     -       354.50   (meters)    1163.1    (feet)  RESET     
 GX3167  ___________________________________________________________________
 GX3167  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX3167
 GX3167  VERT ORDER  -  THIRD
 GX3167
 GX3167.The horizontal coordinates were scaled from a topographic map and have
 GX3167.an estimated accuracy of +/- 6 seconds.
 GX3167
 GX3167.The orthometric height was computed from unverified reset data.
 GX3167.No vertical observational check was made to the station.
 GX3167
 GX3167.The geoid height was determined by GEOID03.
 GX3167
 GX3167;                    North         East    Units  Estimated Accuracy
 GX3167;SPC WV S     -    66,700.      542,720.      MT  (+/- 180 meters Scaled)
 GX3167
 GX3167                          SUPERSEDED SURVEY CONTROL
 GX3167
 GX3167  NGVD 29 (09/25/03)  354.68   (m)         1163.6    (f) RESET       3  
 GX3167
 GX3167.Superseded values are not recommended for survey control.
 GX3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3167.See file dsdata.txt to determine how the superseded data were derived.
 GX3167
 GX3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB427615(NAD 83)
 GX3167_MARKER: DB = BENCH MARK DISK
 GX3167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX3167_SP_SET: HEADWALL
 GX3167_STAMPING: P 178 RESET 1980
 GX3167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3167+STABILITY: SURFACE MOTION
 GX3167
 GX3167  HISTORY     - Date     Condition        Report By
 GX3167  HISTORY     - 1980     MONUMENTED       WVHD
 GX3167
 GX3167                          STATION DESCRIPTION
 GX3167
 GX3167'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1980
 GX3167'2.45 MI EAST FROM BAILEYSVILLE.
 GX3167'2.45 MILES EAST ALONG STATE ROUTE 92 (BAILEYSVILLE-PINEVILLE ROAD)
 GX3167'FROM THE NEW BRIDGE OVER GUYANDOTTE RIVER IN BAILEYSVILLE, IN THE
 GX3167'TOP OF AND CENTER OF NEW CONCRETE HEADWALL OF A 66-INCH PIPE OVER
 GX3167'CREEK, AND 42.0 FEET WEST OF THE CENTERLINE OF HIGHWAY.
 GX3167'THE MARK IS 6.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1902 ***********************************************************************
 GX1902  DESIGNATION -  P 179
 GX1902  PID         -  GX1902
 GX1902  STATE/COUNTY-  WV/MCDOWELL
 GX1902  USGS QUAD   -  BRADSHAW (1977)
 GX1902
 GX1902                         *CURRENT SURVEY CONTROL
 GX1902  ___________________________________________________________________
 GX1902* NAD 83(1986)-  37 20 51.     (N)    081 46 38.     (W)     SCALED    
 GX1902* NAVD 88     -       374.989  (meters)    1230.28   (feet)  ADJUSTED  
 GX1902  ___________________________________________________________________
 GX1902  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1902  DYNAMIC HT  -         374.681 (meters)    1229.27  (feet)  COMP
 GX1902  MODELED GRAV-     979,796.5   (mgal)                       NAVD 88
 GX1902
 GX1902  VERT ORDER  -  SECOND    CLASS 0
 GX1902
 GX1902.The horizontal coordinates were scaled from a topographic map and have
 GX1902.an estimated accuracy of +/- 6 seconds.
 GX1902
 GX1902.The orthometric height was determined by differential leveling
 GX1902.and adjusted by the National Geodetic Survey in June 1991..
 GX1902
 GX1902.The geoid height was determined by GEOID03.
 GX1902
 GX1902.The dynamic height is computed by dividing the NAVD 88
 GX1902.geopotential number by the normal gravity value computed on the
 GX1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1902.degrees latitude (g = 980.6199 gals.).
 GX1902
 GX1902.The modeled gravity was interpolated from observed gravity values.
 GX1902
 GX1902;                    North         East    Units  Estimated Accuracy
 GX1902;SPC WV S     -    38,860.      531,130.      MT  (+/- 180 meters Scaled)
 GX1902
 GX1902                          SUPERSEDED SURVEY CONTROL
 GX1902
 GX1902  NGVD 29 (??/??/92)  375.163  (m)         1230.85   (f) ADJ UNCH    2 0
 GX1902
 GX1902.Superseded values are not recommended for survey control.
 GX1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1902.See file dsdata.txt to determine how the superseded data were derived.
 GX1902
 GX1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB311337(NAD 83)
 GX1902_MARKER: DB = BENCH MARK DISK
 GX1902_SETTING: 66 = SET IN ROCK OUTCROP
 GX1902_SP_SET: SET IN ROCK OUTCROP
 GX1902_STAMPING: P 179 1958
 GX1902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1902+STABILITY: POSITION/ELEVATION WELL
 GX1902
 GX1902  HISTORY     - Date     Condition        Report By
 GX1902  HISTORY     - 1958     MONUMENTED       CGS
 GX1902
 GX1902                          STATION DESCRIPTION
 GX1902
 GX1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1902'2.9 MI SE FROM BRADSHAW.
 GX1902'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 GX1902'STATE HIGHWAY 80 AT BRADSHAW, 1.0 MILE WEST OF THE JUNCTION OF A
 GX1902'SIDE ROAD LEADING NORTHEAST, 0.4 MILE EAST OF A 50-FOOT BRIDGE
 GX1902'OVER LITTLE SLATE CREEK, 0.2 MILE EAST OF A DRIVE TO A CHURCH
 GX1902'SOUTH OF THE HIGHWAY, SET VERTICALLY IN THE NORTH FACE OF A LARGE
 GX1902'ROCK CUT, 19 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 198
 GX1902'FEET WEST OF THE EAST END OF THE ROCK, UNDER A OVERHANGING ROCK
 GX1902'ON THE FACE OF THE CUT, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF
 GX1902'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0694 ***********************************************************************
 JW0694  DESIGNATION -  P 18
 JW0694  PID         -  JW0694
 JW0694  STATE/COUNTY-  WV/MINERAL
 JW0694  USGS QUAD   -  ANTIOCH (1981)
 JW0694
 JW0694                         *CURRENT SURVEY CONTROL
 JW0694  ___________________________________________________________________
 JW0694* NAD 83(1986)-  39 22 09.     (N)    079 01 58.     (W)     SCALED    
 JW0694* NAVD 88     -       299.937  (meters)     984.04   (feet)  ADJUSTED  
 JW0694  ___________________________________________________________________
 JW0694  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JW0694  DYNAMIC HT  -         299.751 (meters)     983.43  (feet)  COMP
 JW0694  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 JW0694
 JW0694  VERT ORDER  -  SECOND    CLASS 0
 JW0694
 JW0694.The horizontal coordinates were scaled from a topographic map and have
 JW0694.an estimated accuracy of +/- 6 seconds.
 JW0694
 JW0694.The orthometric height was determined by differential leveling
 JW0694.and adjusted by the National Geodetic Survey in June 1991..
 JW0694
 JW0694.The geoid height was determined by GEOID03.
 JW0694
 JW0694.The dynamic height is computed by dividing the NAVD 88
 JW0694.geopotential number by the normal gravity value computed on the
 JW0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0694.degrees latitude (g = 980.6199 gals.).
 JW0694
 JW0694.The modeled gravity was interpolated from observed gravity values.
 JW0694
 JW0694;                    North         East    Units  Estimated Accuracy
 JW0694;SPC WV N     -    96,600.      640,260.      MT  (+/- 180 meters Scaled)
 JW0694
 JW0694                          SUPERSEDED SURVEY CONTROL
 JW0694
 JW0694  NGVD 29 (??/??/92)  300.114  (m)          984.62   (f) ADJ UNCH    2 0
 JW0694
 JW0694.Superseded values are not recommended for survey control.
 JW0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0694.See file dsdata.txt to determine how the superseded data were derived.
 JW0694
 JW0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD694595(NAD 83)
 JW0694_MARKER: DB = BENCH MARK DISK
 JW0694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0694_SP_SET: SCALES
 JW0694_STAMPING: P 18 1934
 JW0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0694
 JW0694  HISTORY     - Date     Condition        Report By
 JW0694  HISTORY     - 1934     MONUMENTED       CGS
 JW0694
 JW0694                          STATION DESCRIPTION
 JW0694
 JW0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0694'0.4 MI S FROM NEWCREEK.
 JW0694'0.4 MILE SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE AT
 JW0694'NEWCREEK, MINERAL COUNTY, 270 YARDS NORTHEAST OF THE JUNCTION
 JW0694'WITH U.S. HIGHWAY 50, 25 YARDS SOUTHWEST OF POLE 192, IN THE
 JW0694'CONCRETE FACE OF A COVERED SCALES, 6 YARDS FROM THE CENTERLINE
 JW0694'OF THE HIGHWAY, AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 JW0694'DISK, STAMPED P 18 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2476 ***********************************************************************
 GX2476  DESIGNATION -  P 180
 GX2476  PID         -  GX2476
 GX2476  STATE/COUNTY-  WV/WYOMING
 GX2476  USGS QUAD   -  MATHENY (1976)
 GX2476
 GX2476                         *CURRENT SURVEY CONTROL
 GX2476  ___________________________________________________________________
 GX2476* NAD 83(1986)-  37 41 26.     (N)    081 32 42.     (W)     SCALED    
 GX2476* NAVD 88     -       428.613  (meters)    1406.21   (feet)  ADJUSTED  
 GX2476  ___________________________________________________________________
 GX2476  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX2476  DYNAMIC HT  -         428.269 (meters)    1405.08  (feet)  COMP
 GX2476  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 GX2476
 GX2476  VERT ORDER  -  SECOND    CLASS 0
 GX2476
 GX2476.The horizontal coordinates were scaled from a topographic map and have
 GX2476.an estimated accuracy of +/- 6 seconds.
 GX2476
 GX2476.The orthometric height was determined by differential leveling
 GX2476.and adjusted by the National Geodetic Survey in June 1991..
 GX2476
 GX2476.The geoid height was determined by GEOID03.
 GX2476
 GX2476.The dynamic height is computed by dividing the NAVD 88
 GX2476.geopotential number by the normal gravity value computed on the
 GX2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2476.degrees latitude (g = 980.6199 gals.).
 GX2476
 GX2476.The modeled gravity was interpolated from observed gravity values.
 GX2476
 GX2476;                    North         East    Units  Estimated Accuracy
 GX2476;SPC WV S     -    76,790.      551,930.      MT  (+/- 180 meters Scaled)
 GX2476
 GX2476                          SUPERSEDED SURVEY CONTROL
 GX2476
 GX2476  NGVD 29 (??/??/92)  428.778  (m)         1406.75   (f) ADJ UNCH    2 0
 GX2476
 GX2476.Superseded values are not recommended for survey control.
 GX2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2476.See file dsdata.txt to determine how the superseded data were derived.
 GX2476
 GX2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB519716(NAD 83)
 GX2476_MARKER: DB = BENCH MARK DISK
 GX2476_SETTING: 66 = SET IN ROCK OUTCROP
 GX2476_SP_SET: CUT
 GX2476_STAMPING: P 180 1958
 GX2476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2476+STABILITY: POSITION/ELEVATION WELL
 GX2476
 GX2476  HISTORY     - Date     Condition        Report By
 GX2476  HISTORY     - 1958     MONUMENTED       CGS
 GX2476  HISTORY     - 20030202 GOOD             INDIV
 GX2476
 GX2476                          STATION DESCRIPTION
 GX2476
 GX2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2476'3 MI NE FROM JESSE.
 GX2476'ABOUT 3.05 MILES NORTHEAST ALONG GLEN DANIEL ROAD FROM THE
 GX2476'JUNCTION OF STATE HIGHWAY 10 AT JESSE, ABOUT 60 YARDS SOUTHWEST
 GX2476'OF A 24-INCH PIPE CULVERT WITH A ROCK HEAD WALL IN A SMALL RAVINE,
 GX2476'ON THE OUTSIDE AND AT THE SOUTHWEST END OF A CURVE WITH TANGENTS
 GX2476'EXTENDING SOUTHWEST AND EAST, SET VERTICALLY IN THE SOUTHEAST
 GX2476'FACE OF A ROCK CUT, 16 FEET NORTHWEST OF CENTER LINE OF ROAD, 145
 GX2476'FEET NORTHEAST OF THE SOUTHWEST END OF THE CUT, AND ABOUT 3 FEET
 GX2476'ABOVE THE LEVEL OF THE ROAD.
 GX2476
 GX2476                          STATION RECOVERY (2003)
 GX2476
 GX2476'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1221 ***********************************************************************
 GX1221  DESIGNATION -  P 181
 GX1221  PID         -  GX1221
 GX1221  STATE/COUNTY-  WV/WYOMING
 GX1221  USGS QUAD   -  MC GRAWS (1976)
 GX1221
 GX1221                         *CURRENT SURVEY CONTROL
 GX1221  ___________________________________________________________________
 GX1221* NAD 83(1986)-  37 39 10.     (N)    081 24 41.     (W)     SCALED    
 GX1221* NAVD 88     -       556.392  (meters)    1825.43   (feet)  ADJUSTED  
 GX1221  ___________________________________________________________________
 GX1221  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX1221  DYNAMIC HT  -         555.946 (meters)    1823.97  (feet)  COMP
 GX1221  MODELED GRAV-     979,810.3   (mgal)                       NAVD 88
 GX1221
 GX1221  VERT ORDER  -  SECOND    CLASS 0
 GX1221
 GX1221.The horizontal coordinates were scaled from a topographic map and have
 GX1221.an estimated accuracy of +/- 6 seconds.
 GX1221
 GX1221.The orthometric height was determined by differential leveling
 GX1221.and adjusted by the National Geodetic Survey in June 1991..
 GX1221
 GX1221.The geoid height was determined by GEOID03.
 GX1221
 GX1221.The dynamic height is computed by dividing the NAVD 88
 GX1221.geopotential number by the normal gravity value computed on the
 GX1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1221.degrees latitude (g = 980.6199 gals.).
 GX1221
 GX1221.The modeled gravity was interpolated from observed gravity values.
 GX1221
 GX1221;                    North         East    Units  Estimated Accuracy
 GX1221;SPC WV S     -    72,530.      563,700.      MT  (+/- 180 meters Scaled)
 GX1221
 GX1221                          SUPERSEDED SURVEY CONTROL
 GX1221
 GX1221  NGVD 29 (??/??/92)  556.556  (m)         1825.97   (f) ADJ UNCH    2 0
 GX1221
 GX1221.Superseded values are not recommended for survey control.
 GX1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1221.See file dsdata.txt to determine how the superseded data were derived.
 GX1221
 GX1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB637673(NAD 83)
 GX1221_MARKER: DB = BENCH MARK DISK
 GX1221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1221_SP_SET: BRIDGE
 GX1221_STAMPING: P 181 1958
 GX1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1221
 GX1221  HISTORY     - Date     Condition        Report By
 GX1221  HISTORY     - 1958     MONUMENTED       CGS
 GX1221
 GX1221                          STATION DESCRIPTION
 GX1221
 GX1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1221'1.7 MI NW FROM MABEN.
 GX1221'ABOUT 1.7 MILES NORTHWEST ALONG A BLACK TOP ROAD TO MC GRAWS
 GX1221'FROM THE POST OFFICE AT MABEN, ON THE EAST SLOPE OF A HILL, SET
 GX1221'VERTICALLY IN THE SOUTH FACE OF THE FIRST PIER NORTH OF THE
 GX1221'ROAD AND UNDER THE VIRGINIAN RAILWAY BRIDGE OVER A SMALL STREAM
 GX1221'(ALSO OVER THE ROAD), 18 FEET NORTH OF CENTER LINE OF ROAD, 2 1/2
 GX1221'FEET ABOVE THE GROUND, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF
 GX1221'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1347 ***********************************************************************
 GX1347  DESIGNATION -  P 182
 GX1347  PID         -  GX1347
 GX1347  STATE/COUNTY-  WV/MCDOWELL
 GX1347  USGS QUAD   -  ANAWALT (1977)
 GX1347
 GX1347                         *CURRENT SURVEY CONTROL
 GX1347  ___________________________________________________________________
 GX1347* NAD 83(1986)-  37 18 51.     (N)    081 26 00.     (W)     SCALED    
 GX1347* NAVD 88     -       528.203  (meters)    1732.95   (feet)  ADJUSTED  
 GX1347  ___________________________________________________________________
 GX1347  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GX1347  DYNAMIC HT  -         527.743 (meters)    1731.44  (feet)  COMP
 GX1347  MODELED GRAV-     979,744.9   (mgal)                       NAVD 88
 GX1347
 GX1347  VERT ORDER  -  SECOND    CLASS 0
 GX1347
 GX1347.The horizontal coordinates were scaled from a topographic map and have
 GX1347.an estimated accuracy of +/- 6 seconds.
 GX1347
 GX1347.The orthometric height was determined by differential leveling
 GX1347.and adjusted by the National Geodetic Survey in June 1991..
 GX1347
 GX1347.The geoid height was determined by GEOID03.
 GX1347
 GX1347.The dynamic height is computed by dividing the NAVD 88
 GX1347.geopotential number by the normal gravity value computed on the
 GX1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1347.degrees latitude (g = 980.6199 gals.).
 GX1347
 GX1347.The modeled gravity was interpolated from observed gravity values.
 GX1347
 GX1347;                    North         East    Units  Estimated Accuracy
 GX1347;SPC WV S     -    34,960.      561,590.      MT  (+/- 180 meters Scaled)
 GX1347
 GX1347                          SUPERSEDED SURVEY CONTROL
 GX1347
 GX1347  NGVD 29 (??/??/92)  528.333  (m)         1733.37   (f) ADJ UNCH    2 0
 GX1347
 GX1347.Superseded values are not recommended for survey control.
 GX1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1347.See file dsdata.txt to determine how the superseded data were derived.
 GX1347
 GX1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB616298(NAD 83)
 GX1347_MARKER: DB = BENCH MARK DISK
 GX1347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1347_SP_SET: BRIDGE
 GX1347_STAMPING: P 182 1958
 GX1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1347
 GX1347  HISTORY     - Date     Condition        Report By
 GX1347  HISTORY     - 1958     MONUMENTED       CGS
 GX1347
 GX1347                          STATION DESCRIPTION
 GX1347
 GX1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1347'1.7 MI S FROM ANAWALT.
 GX1347'ABOUT 1.7 MILES SOUTH ALONG A BLACK TOP ROAD LEADING TO
 GX1347'JENKINJONES FROM THE NORFOLK AND WESTERN RAILWAY STATION AT
 GX1347'ANAWALT, ALSO 1.35 MILES NORTH ALONG A BLACK TOP ROAD LEADING TO
 GX1347'ANAWALT FROM A ROAD FORK AT JENKINJONES, SET VERTICALLY IN THE
 GX1347'NORTHWEST FACE OF THE SOUTHEAST ABUTMENT FOR NORFOLK AND WESTERN
 GX1347'RAILWAY BRIDGE 2222, OVER THE ROAD AND TUG FORK, 3 FEET ABOVE THE
 GX1347'GROUND, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND
 GX1347'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1184 ***********************************************************************
 GX1184  DESIGNATION -  P 183
 GX1184  PID         -  GX1184
 GX1184  STATE/COUNTY-  WV/RALEIGH
 GX1184  USGS QUAD   -  LESTER (1976)
 GX1184
 GX1184                         *CURRENT SURVEY CONTROL
 GX1184  ___________________________________________________________________
 GX1184* NAD 83(1986)-  37 43 09.     (N)    081 17 46.     (W)     SCALED    
 GX1184* NAVD 88     -       630.242  (meters)    2067.72   (feet)  ADJUSTED  
 GX1184  ___________________________________________________________________
 GX1184  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1184  DYNAMIC HT  -         629.728 (meters)    2066.03  (feet)  COMP
 GX1184  MODELED GRAV-     979,793.0   (mgal)                       NAVD 88
 GX1184
 GX1184  VERT ORDER  -  SECOND    CLASS 0
 GX1184
 GX1184.The horizontal coordinates were scaled from a topographic map and have
 GX1184.an estimated accuracy of +/- 6 seconds.
 GX1184
 GX1184.The orthometric height was determined by differential leveling
 GX1184.and adjusted by the National Geodetic Survey in June 1991..
 GX1184
 GX1184.The geoid height was determined by GEOID03.
 GX1184
 GX1184.The dynamic height is computed by dividing the NAVD 88
 GX1184.geopotential number by the normal gravity value computed on the
 GX1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1184.degrees latitude (g = 980.6199 gals.).
 GX1184
 GX1184.The modeled gravity was interpolated from observed gravity values.
 GX1184
 GX1184;                    North         East    Units  Estimated Accuracy
 GX1184;SPC WV S     -    79,860.      573,890.      MT  (+/- 180 meters Scaled)
 GX1184
 GX1184                          SUPERSEDED SURVEY CONTROL
 GX1184
 GX1184  NGVD 29 (??/??/92)  630.402  (m)         2068.24   (f) ADJ UNCH    2 0
 GX1184
 GX1184.Superseded values are not recommended for survey control.
 GX1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1184.See file dsdata.txt to determine how the superseded data were derived.
 GX1184
 GX1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB739746(NAD 83)
 GX1184_MARKER: DB = BENCH MARK DISK
 GX1184_SETTING: 66 = SET IN ROCK OUTCROP
 GX1184_SP_SET: ROCK
 GX1184_STAMPING: P 183 1958
 GX1184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1184+STABILITY: POSITION/ELEVATION WELL
 GX1184
 GX1184  HISTORY     - Date     Condition        Report By
 GX1184  HISTORY     - 1958     MONUMENTED       CGS
 GX1184
 GX1184                          STATION DESCRIPTION
 GX1184
 GX1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1184'1.2 MI S FROM LESTER.
 GX1184'ABOUT 0.3 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE CHURCH
 GX1184'OF CHRIST AT LESTER, THENCE 0.95 MILE SOUTH ALONG TAMS MOUNTAIN
 GX1184'ROAD, 0.8 MILE SOUTH OF A 30-FOOT WOODEN BRIDGE OVER SURVEYOR
 GX1184'CREEK, 0.2 MILE SOUTH OF A GAS PUMPING STATION, ABOUT 43 YARDS
 GX1184'SOUTHWEST OF THE CENTER OF A CURVE WITH TANGENTS EXTENDING NORTH
 GX1184'AND SOUTHWEST, AT A GAS PIPE LINE CROSSING, IN THE TOP OF THE
 GX1184'WEST CORNER OF A ROCK 3 FEET LONG AND 1 1/2 FEET HIGH, 14 FEET
 GX1184'SOUTHEAST OF CENTER LINE OF ROAD, 15 FEET SOUTHWEST OF A GAS
 GX1184'LINE MARKER, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2039 ***********************************************************************
 GX2039  DESIGNATION -  P 184
 GX2039  PID         -  GX2039
 GX2039  STATE/COUNTY-  WV/MCDOWELL
 GX2039  USGS QUAD   -  GARY (1977)
 GX2039
 GX2039                         *CURRENT SURVEY CONTROL
 GX2039  ___________________________________________________________________
 GX2039* NAD 83(1986)-  37 20 30.     (N)    081 32 21.     (W)     SCALED    
 GX2039* NAVD 88     -       476.104  (meters)    1562.02   (feet)  ADJUSTED  
 GX2039  ___________________________________________________________________
 GX2039  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GX2039  DYNAMIC HT  -         475.702 (meters)    1560.70  (feet)  COMP
 GX2039  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 GX2039
 GX2039  VERT ORDER  -  SECOND    CLASS 0
 GX2039
 GX2039.The horizontal coordinates were scaled from a topographic map and have
 GX2039.an estimated accuracy of +/- 6 seconds.
 GX2039
 GX2039.The orthometric height was determined by differential leveling
 GX2039.and adjusted by the National Geodetic Survey in June 1991..
 GX2039
 GX2039.The geoid height was determined by GEOID03.
 GX2039
 GX2039.The dynamic height is computed by dividing the NAVD 88
 GX2039.geopotential number by the normal gravity value computed on the
 GX2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2039.degrees latitude (g = 980.6199 gals.).
 GX2039
 GX2039.The modeled gravity was interpolated from observed gravity values.
 GX2039
 GX2039;                    North         East    Units  Estimated Accuracy
 GX2039;SPC WV S     -    38,060.      552,220.      MT  (+/- 180 meters Scaled)
 GX2039
 GX2039                          SUPERSEDED SURVEY CONTROL
 GX2039
 GX2039  NGVD 29 (??/??/92)  476.254  (m)         1562.51   (f) ADJ UNCH    2 0
 GX2039
 GX2039.Superseded values are not recommended for survey control.
 GX2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2039.See file dsdata.txt to determine how the superseded data were derived.
 GX2039
 GX2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB522329(NAD 83)
 GX2039_MARKER: DB = BENCH MARK DISK
 GX2039_SETTING: 66 = SET IN ROCK OUTCROP
 GX2039_SP_SET: CUT
 GX2039_STAMPING: P 184 1958
 GX2039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2039+STABILITY: POSITION/ELEVATION WELL
 GX2039
 GX2039  HISTORY     - Date     Condition        Report By
 GX2039  HISTORY     - 1958     MONUMENTED       CGS
 GX2039
 GX2039                          STATION DESCRIPTION
 GX2039
 GX2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2039'0.4 MI N FROM ELBERT.
 GX2039'0.4 MILE NORTH ALONG A BLACK TOP ROAD LEADING TO GARY FROM THE
 GX2039'POST OFFICE AT ELBERT, SET VERTICALLY IN THE WEST FACE OF A HUGE
 GX2039'ROCK CUT, AT THE SOUTHWEST CORNER WHERE ROCK IS CUT AWAY BACK
 GX2039'FROM THE ROAD, 20 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GX2039'2 1/2 FEET NORTH OF THE SOUTHWEST CORNER OF THE ROCK, AND ABOUT
 GX2039'1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2251 ***********************************************************************
 HX2251  DESIGNATION -  P 185
 HX2251  PID         -  HX2251
 HX2251  STATE/COUNTY-  WV/BOONE
 HX2251  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2251
 HX2251                         *CURRENT SURVEY CONTROL
 HX2251  ___________________________________________________________________
 HX2251* NAD 83(1986)-  38 06 04.     (N)    081 37 57.     (W)     SCALED    
 HX2251* NAVD 88     -       214.454  (meters)     703.59   (feet)  ADJUSTED  
 HX2251  ___________________________________________________________________
 HX2251  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HX2251  DYNAMIC HT  -         214.297 (meters)     703.07  (feet)  COMP
 HX2251  MODELED GRAV-     979,896.6   (mgal)                       NAVD 88
 HX2251
 HX2251  VERT ORDER  -  SECOND    CLASS 0
 HX2251
 HX2251.The horizontal coordinates were scaled from a topographic map and have
 HX2251.an estimated accuracy of +/- 6 seconds.
 HX2251
 HX2251.The orthometric height was determined by differential leveling
 HX2251.and adjusted by the National Geodetic Survey in June 1991..
 HX2251
 HX2251.The geoid height was determined by GEOID03.
 HX2251
 HX2251.The dynamic height is computed by dividing the NAVD 88
 HX2251.geopotential number by the normal gravity value computed on the
 HX2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2251.degrees latitude (g = 980.6199 gals.).
 HX2251
 HX2251.The modeled gravity was interpolated from observed gravity values.
 HX2251
 HX2251;                    North         East    Units  Estimated Accuracy
 HX2251;SPC WV S     -   122,400.      544,530.      MT  (+/- 180 meters Scaled)
 HX2251
 HX2251                          SUPERSEDED SURVEY CONTROL
 HX2251
 HX2251  NGVD 29 (??/??/92)  214.656  (m)          704.25   (f) ADJ UNCH    2 0
 HX2251
 HX2251.Superseded values are not recommended for survey control.
 HX2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2251.See file dsdata.txt to determine how the superseded data were derived.
 HX2251
 HX2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC445172(NAD 83)
 HX2251_MARKER: DB = BENCH MARK DISK
 HX2251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2251_SP_SET: CULVERT
 HX2251_STAMPING: P 185 1958
 HX2251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2251
 HX2251  HISTORY     - Date     Condition        Report By
 HX2251  HISTORY     - 1958     MONUMENTED       CGS
 HX2251
 HX2251                          STATION DESCRIPTION
 HX2251
 HX2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2251'0.6 MI SW FROM SETH.
 HX2251'ABOUT 0.6 MILE SOUTHWEST ALONG A BLACK TOP ROAD TO HOPKINS
 HX2251'FORK FROM THE CHESAPEAKE AND OHIO OVERPASS AT SETH, 18 FEET
 HX2251'EAST OF THE CENTER LINE OF THE ROAD, IN TOP OF THE NORTH END OF
 HX2251'THE EAST HEAD WALL OF AN 8-FOOT CONCRETE CULVERT UNDER THE
 HX2251'ROAD FOR A CREEK BRANCH FROM THE WEST, AND ABOUT 3 FEET BELOW
 HX2251'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2263 ***********************************************************************
 HX2263  DESIGNATION -  P 186
 HX2263  PID         -  HX2263
 HX2263  STATE/COUNTY-  WV/BOONE
 HX2263  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2263
 HX2263                         *CURRENT SURVEY CONTROL
 HX2263  ___________________________________________________________________
 HX2263* NAD 83(1986)-  38 01 05.     (N)    081 40 33.     (W)     SCALED    
 HX2263* NAVD 88     -       384.953  (meters)    1262.97   (feet)  ADJUSTED  
 HX2263  ___________________________________________________________________
 HX2263  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HX2263  DYNAMIC HT  -         384.660 (meters)    1262.01  (feet)  COMP
 HX2263  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 HX2263
 HX2263  VERT ORDER  -  SECOND    CLASS 0
 HX2263
 HX2263.The horizontal coordinates were scaled from a topographic map and have
 HX2263.an estimated accuracy of +/- 6 seconds.
 HX2263
 HX2263.The orthometric height was determined by differential leveling
 HX2263.and adjusted by the National Geodetic Survey in June 1991..
 HX2263
 HX2263.The geoid height was determined by GEOID03.
 HX2263
 HX2263.The dynamic height is computed by dividing the NAVD 88
 HX2263.geopotential number by the normal gravity value computed on the
 HX2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2263.degrees latitude (g = 980.6199 gals.).
 HX2263
 HX2263.The modeled gravity was interpolated from observed gravity values.
 HX2263
 HX2263;                    North         East    Units  Estimated Accuracy
 HX2263;SPC WV S     -   113,210.      540,660.      MT  (+/- 180 meters Scaled)
 HX2263
 HX2263                          SUPERSEDED SURVEY CONTROL
 HX2263
 HX2263  NGVD 29 (??/??/92)  385.143  (m)         1263.59   (f) ADJ UNCH    2 0
 HX2263
 HX2263.Superseded values are not recommended for survey control.
 HX2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2263.See file dsdata.txt to determine how the superseded data were derived.
 HX2263
 HX2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC406080(NAD 83)
 HX2263_MARKER: DB = BENCH MARK DISK
 HX2263_SETTING: 66 = SET IN ROCK OUTCROP
 HX2263_SP_SET: ROCK CUT
 HX2263_STAMPING: P 186 1958
 HX2263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2263+STABILITY: POSITION/ELEVATION WELL
 HX2263
 HX2263  HISTORY     - Date     Condition        Report By
 HX2263  HISTORY     - 1958     MONUMENTED       CGS
 HX2263
 HX2263                          STATION DESCRIPTION
 HX2263
 HX2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2263'5.1 MI NE FROM VAN.
 HX2263'ABOUT 0.95 MILE EAST AND NORTH ALONG STATE HIGHWAY 78 FROM THE
 HX2263'JUNCTION OF STATE HIGHWAY 79 AT VAN, THENCE 4.15 MILES NORTHEAST
 HX2263'ALONG A BLACK TOP ROAD ALONG WHITES BRANCH TO WILLIAMS, 0.2
 HX2263'MILE NORTH OF A CULVERT OVER A BRANCH AND AT THE BOTTOM OF A
 HX2263'STEEP GRADE, SET VERTICALLY IN THE SOUTHEAST FACE OF A 10-FOOT
 HX2263'HIGH ROCK CUT, 2 FEET ABOVE THE GROUND, 15 1/2 FEET
 HX2263'WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD AND AT A BRACK IN
 HX2263'THE ROAD GRADE, 140 YARDS SOUTH OF AND BELOW A SHARP CURVE AND
 HX2263'A CULVERT FOR A SMALL HOLLOW BETWEEN CUTS, 54 1/2 FEET SOUTH OF
 HX2263'THE WEST END OF A 15-INCH CORRUGATED PIPE CULVERT, AND ABOUT 2
 HX2263'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2321 ***********************************************************************
 GX2321  DESIGNATION -  P 187
 GX2321  PID         -  GX2321
 GX2321  STATE/COUNTY-  WV/BOONE
 GX2321  USGS QUAD   -  WHITESVILLE (1988)
 GX2321
 GX2321                         *CURRENT SURVEY CONTROL
 GX2321  ___________________________________________________________________
 GX2321* NAD 83(1986)-  37 58 30.     (N)    081 32 42.     (W)     SCALED    
 GX2321* NAVD 88     -       271.217  (meters)     889.82   (feet)  ADJUSTED  
 GX2321  ___________________________________________________________________
 GX2321  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GX2321  DYNAMIC HT  -         271.017 (meters)     889.16  (feet)  COMP
 GX2321  MODELED GRAV-     979,882.5   (mgal)                       NAVD 88
 GX2321
 GX2321  VERT ORDER  -  SECOND    CLASS 0
 GX2321
 GX2321.The horizontal coordinates were scaled from a topographic map and have
 GX2321.an estimated accuracy of +/- 6 seconds.
 GX2321
 GX2321.The orthometric height was determined by differential leveling
 GX2321.and adjusted by the National Geodetic Survey in June 1991..
 GX2321
 GX2321.The geoid height was determined by GEOID03.
 GX2321
 GX2321.The dynamic height is computed by dividing the NAVD 88
 GX2321.geopotential number by the normal gravity value computed on the
 GX2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2321.degrees latitude (g = 980.6199 gals.).
 GX2321
 GX2321.The modeled gravity was interpolated from observed gravity values.
 GX2321
 GX2321;                    North         East    Units  Estimated Accuracy
 GX2321;SPC WV S     -   108,350.      552,120.      MT  (+/- 180 meters Scaled)
 GX2321
 GX2321                          SUPERSEDED SURVEY CONTROL
 GX2321
 GX2321  NGVD 29 (??/??/92)  271.416  (m)          890.47   (f) ADJ UNCH    2 0
 GX2321
 GX2321.Superseded values are not recommended for survey control.
 GX2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2321.See file dsdata.txt to determine how the superseded data were derived.
 GX2321
 GX2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC521031(NAD 83)
 GX2321_MARKER: DB = BENCH MARK DISK
 GX2321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2321_SP_SET: BRIDGE
 GX2321_STAMPING: P 187 1958
 GX2321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2321
 GX2321  HISTORY     - Date     Condition        Report By
 GX2321  HISTORY     - 1958     MONUMENTED       CGS
 GX2321
 GX2321                          STATION DESCRIPTION
 GX2321
 GX2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2321'0.7 MI SW FROM WHITESVILLE.
 GX2321'ABOUT 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE JUNCTION
 GX2321'OF STATE HIGHWAY 3 AT WHITESVILLE, 1.3 MILES SOUTHWEST OF THE POST
 GX2321'OFFICE, AT THE CONFLUENCE OF ELK RUN AND A CREEK BRANCH FROM THE
 GX2321'SOUTH, 9 1/2 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, ABOUT
 GX2321'30 YARDS SOUTHEAST OF THE CHESAPEAKE AND OHIO RAILWAY TRACKS, IN
 GX2321'TOP OF THE NORTH END OF THE NORTH WING WALL OF A 13-FOOT CONCRETE
 GX2321'BRIDGE OVER A CREEK BRANCH, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2131 ***********************************************************************
 GX2131  DESIGNATION -  P 188
 GX2131  PID         -  GX2131
 GX2131  STATE/COUNTY-  WV/BOONE
 GX2131  USGS QUAD   -  PILOT KNOB (1989)
 GX2131
 GX2131                         *CURRENT SURVEY CONTROL
 GX2131  ___________________________________________________________________
 GX2131* NAD 83(1986)-  37 48 58.     (N)    081 37 26.     (W)     SCALED    
 GX2131* NAVD 88     -       393.546  (meters)    1291.16   (feet)  ADJUSTED  
 GX2131  ___________________________________________________________________
 GX2131  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX2131  DYNAMIC HT  -         393.242 (meters)    1290.16  (feet)  COMP
 GX2131  MODELED GRAV-     979,846.1   (mgal)                       NAVD 88
 GX2131
 GX2131  VERT ORDER  -  SECOND    CLASS 0
 GX2131
 GX2131.The horizontal coordinates were scaled from a topographic map and have
 GX2131.an estimated accuracy of +/- 6 seconds.
 GX2131
 GX2131.The orthometric height was determined by differential leveling
 GX2131.and adjusted by the National Geodetic Survey in June 1991..
 GX2131
 GX2131.The geoid height was determined by GEOID03.
 GX2131
 GX2131.The dynamic height is computed by dividing the NAVD 88
 GX2131.geopotential number by the normal gravity value computed on the
 GX2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2131.degrees latitude (g = 980.6199 gals.).
 GX2131
 GX2131.The modeled gravity was interpolated from observed gravity values.
 GX2131
 GX2131;                    North         East    Units  Estimated Accuracy
 GX2131;SPC WV S     -    90,760.      545,070.      MT  (+/- 180 meters Scaled)
 GX2131
 GX2131                          SUPERSEDED SURVEY CONTROL
 GX2131
 GX2131  NGVD 29 (??/??/92)  393.717  (m)         1291.72   (f) ADJ UNCH    2 0
 GX2131
 GX2131.Superseded values are not recommended for survey control.
 GX2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2131.See file dsdata.txt to determine how the superseded data were derived.
 GX2131
 GX2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB450855(NAD 83)
 GX2131_MARKER: DB = BENCH MARK DISK
 GX2131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2131_SP_SET: CULVERT
 GX2131_STAMPING: P 188 1958
 GX2131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2131
 GX2131  HISTORY     - Date     Condition        Report By
 GX2131  HISTORY     - 1958     MONUMENTED       CGS
 GX2131
 GX2131                          STATION DESCRIPTION
 GX2131
 GX2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2131'4.2 MI SE FROM BALD KNOB.
 GX2131'ABOUT 4.15 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE BRIDGE
 GX2131'OVER JAMES BRANCH AT BALD KNOB, 2.05 MILES NORTHWEST OF THE BRIDGE
 GX2131'OVER SKIN FORK, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 GX2131'HEAD WALL FOR AN 8-FOOT CONCRETE CULVERT UNDER THE HIGHWAY FOR A
 GX2131'CREEK BRANCH SOUTHWEST, 19 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 GX2131'23 FEET SOUTHEAST OF CENTER LINE OF A TRAIL LEADING SOUTHEST,
 GX2131'AND ABOUT 0.4 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2373 ***********************************************************************
 GX2373  DESIGNATION -  P 189
 GX2373  PID         -  GX2373
 GX2373  STATE/COUNTY-  WV/LOGAN
 GX2373  USGS QUAD   -  LORADO (1989)
 GX2373
 GX2373                         *CURRENT SURVEY CONTROL
 GX2373  ___________________________________________________________________
 GX2373* NAD 83(1986)-  37 48 20.     (N)    081 38 54.     (W)     SCALED    
 GX2373* NAVD 88     -       502.932  (meters)    1650.04   (feet)  ADJUSTED  
 GX2373  ___________________________________________________________________
 GX2373  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX2373  DYNAMIC HT  -         502.546 (meters)    1648.77  (feet)  COMP
 GX2373  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 GX2373
 GX2373  VERT ORDER  -  SECOND    CLASS 0
 GX2373
 GX2373.The horizontal coordinates were scaled from a topographic map and have
 GX2373.an estimated accuracy of +/- 6 seconds.
 GX2373
 GX2373.The orthometric height was determined by differential leveling
 GX2373.and adjusted by the National Geodetic Survey in June 1991..
 GX2373
 GX2373.The geoid height was determined by GEOID03.
 GX2373
 GX2373.The dynamic height is computed by dividing the NAVD 88
 GX2373.geopotential number by the normal gravity value computed on the
 GX2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2373.degrees latitude (g = 980.6199 gals.).
 GX2373
 GX2373.The modeled gravity was interpolated from observed gravity values.
 GX2373
 GX2373;                    North         East    Units  Estimated Accuracy
 GX2373;SPC WV S     -    89,610.      542,910.      MT  (+/- 180 meters Scaled)
 GX2373
 GX2373                          SUPERSEDED SURVEY CONTROL
 GX2373
 GX2373  NGVD 29 (??/??/92)  503.110  (m)         1650.62   (f) ADJ UNCH    2 0
 GX2373
 GX2373.Superseded values are not recommended for survey control.
 GX2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2373.See file dsdata.txt to determine how the superseded data were derived.
 GX2373
 GX2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB429844(NAD 83)
 GX2373_MARKER: DB = BENCH MARK DISK
 GX2373_SETTING: 66 = SET IN ROCK OUTCROP
 GX2373_SP_SET: ROCK LEDGE
 GX2373_STAMPING: P 189 1958
 GX2373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2373+STABILITY: POSITION/ELEVATION WELL
 GX2373
 GX2373  HISTORY     - Date     Condition        Report By
 GX2373  HISTORY     - 1958     MONUMENTED       CGS
 GX2373
 GX2373                          STATION DESCRIPTION
 GX2373
 GX2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2373'1.1 MI E FROM SAUNDERS.
 GX2373'ABOUT 1.1 MILES EAST ALONG A ROAD ALONG BUFFALO CREEK FROM THE
 GX2373'NEW ZION FREEWILL BAPTIST CHURCH AT SAUNDERS, 0.25 MILE SOUTHWEST
 GX2373'OF THE NORTHEAST END OF THE CHESAPEAKE AND OHIO RAILWAY TRACK
 GX2373'PARALLEL WITH THE ROAD, 1.1 MILES EAST OF RAILWAY BRIDGE 150
 GX2373'OVER THREE FORKS AND RIGHT FORK, 0.35 MILE NORTHEAST OF THE
 GX2373'JUNCTION OF A ROAD LEADING SOUTHEAST INTO A CREEK BRANCH, 19 1/2
 GX2373'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 40 1/2 FEET
 GX2373'SOUTHEAST OF AND ACROSS THE ROAD FROM THE SOUTHEAST RAIL OF THE
 GX2373'C. AND O. RAILWAY TRACK, 278 FEET EAST-NORTHEAST OF AND ACROSS
 GX2373'THE ROAD FROM MILE POST 16, 102 FEET SOUTH OF AND ACROSS THE TRACK
 GX2373'AND ROAD FROM POWER LINE POLE 813 A 13, IN TOP OF A SLANTING
 GX2373'ROCK LEDGE AND IN THE CENTER PART OF LEDGE (LEDGE IS ABOUT 35-FEET
 GX2373'LONG AND 7-FEET HIGH), AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF
 GX2373'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1812 ***********************************************************************
 HW1812  DESIGNATION -  P 19
 HW1812  PID         -  HW1812
 HW1812  STATE/COUNTY-  WV/POCAHONTAS
 HW1812  USGS QUAD   -  MINNEHAHA SPRINGS (1995)
 HW1812
 HW1812                         *CURRENT SURVEY CONTROL
 HW1812  ___________________________________________________________________
 HW1812* NAD 83(1986)-  38 09 47.     (N)    079 58 53.     (W)     SCALED    
 HW1812* NAVD 88     -       711.202  (meters)    2333.34   (feet)  ADJUSTED  
 HW1812  ___________________________________________________________________
 HW1812  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HW1812  DYNAMIC HT  -         710.616 (meters)    2331.41  (feet)  COMP
 HW1812  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 HW1812
 HW1812  VERT ORDER  -  SECOND    CLASS 0
 HW1812
 HW1812.The horizontal coordinates were scaled from a topographic map and have
 HW1812.an estimated accuracy of +/- 6 seconds.
 HW1812
 HW1812.The orthometric height was determined by differential leveling
 HW1812.and adjusted by the National Geodetic Survey in June 1991..
 HW1812
 HW1812.The geoid height was determined by GEOID03.
 HW1812
 HW1812.The dynamic height is computed by dividing the NAVD 88
 HW1812.geopotential number by the normal gravity value computed on the
 HW1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1812.degrees latitude (g = 980.6199 gals.).
 HW1812
 HW1812.The modeled gravity was interpolated from observed gravity values.
 HW1812
 HW1812;                    North         East    Units  Estimated Accuracy
 HW1812;SPC WV S     -   129,580.      689,260.      MT  (+/- 180 meters Scaled)
 HW1812
 HW1812                          SUPERSEDED SURVEY CONTROL
 HW1812
 HW1812  NGVD 29 (??/??/92)  711.272  (m)         2333.56   (f) ADJ UNCH    2 0
 HW1812
 HW1812.Superseded values are not recommended for survey control.
 HW1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1812.See file dsdata.txt to determine how the superseded data were derived.
 HW1812
 HW1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC892243(NAD 83)
 HW1812_MARKER: DB = BENCH MARK DISK
 HW1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1812_STAMPING: P 19 1934
 HW1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1812+STABILITY: SURFACE MOTION
 HW1812
 HW1812  HISTORY     - Date     Condition        Report By
 HW1812  HISTORY     - 1934     MONUMENTED       CGS
 HW1812
 HW1812                          STATION DESCRIPTION
 HW1812
 HW1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1812'AT MINNEHAHA SPRINGS.
 HW1812'AT MINNEHAHA SPRINGS, POCAHONTAS COUNTY, ON STATE HIGHWAY 43, 57
 HW1812'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 41 FEET WEST OF THE
 HW1812'WEST CORNER OF A HOUSE, AND 18 FEET SOUTHEAST OF A 5-INCH CEDAR
 HW1812'TREE.  A STANDARD DISK, STAMPED P 19 1934 AND SET IN THE TOP OF
 HW1812'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2368 ***********************************************************************
 GX2368  DESIGNATION -  P 190
 GX2368  PID         -  GX2368
 GX2368  STATE/COUNTY-  WV/LOGAN
 GX2368  USGS QUAD   -  LORADO (1989)
 GX2368
 GX2368                         *CURRENT SURVEY CONTROL
 GX2368  ___________________________________________________________________
 GX2368* NAD 83(1986)-  37 47 47.     (N)    081 42 54.     (W)     SCALED    
 GX2368* NAVD 88     -       371.830  (meters)    1219.91   (feet)  ADJUSTED  
 GX2368  ___________________________________________________________________
 GX2368  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX2368  DYNAMIC HT  -         371.547 (meters)    1218.98  (feet)  COMP
 GX2368  MODELED GRAV-     979,857.9   (mgal)                       NAVD 88
 GX2368
 GX2368  VERT ORDER  -  SECOND    CLASS 0
 GX2368
 GX2368.The horizontal coordinates were scaled from a topographic map and have
 GX2368.an estimated accuracy of +/- 6 seconds.
 GX2368
 GX2368.The orthometric height was determined by differential leveling
 GX2368.and adjusted by the National Geodetic Survey in June 1991..
 GX2368
 GX2368.The geoid height was determined by GEOID03.
 GX2368
 GX2368.The dynamic height is computed by dividing the NAVD 88
 GX2368.geopotential number by the normal gravity value computed on the
 GX2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2368.degrees latitude (g = 980.6199 gals.).
 GX2368
 GX2368.The modeled gravity was interpolated from observed gravity values.
 GX2368
 GX2368;                    North         East    Units  Estimated Accuracy
 GX2368;SPC WV S     -    88,630.      537,030.      MT  (+/- 180 meters Scaled)
 GX2368
 GX2368                          SUPERSEDED SURVEY CONTROL
 GX2368
 GX2368  NGVD 29 (??/??/92)  372.016  (m)         1220.52   (f) ADJ UNCH    2 0
 GX2368
 GX2368.Superseded values are not recommended for survey control.
 GX2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2368.See file dsdata.txt to determine how the superseded data were derived.
 GX2368
 GX2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB370834(NAD 83)
 GX2368_MARKER: DB = BENCH MARK DISK
 GX2368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2368_SP_SET: BRIDGE
 GX2368_STAMPING: P 190 1958
 GX2368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2368
 GX2368  HISTORY     - Date     Condition        Report By
 GX2368  HISTORY     - 1958     MONUMENTED       CGS
 GX2368
 GX2368                          STATION DESCRIPTION
 GX2368
 GX2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2368'3.3 MI W FROM SAUNDERS.
 GX2368'ABOUT 3.3 MILES WEST ALONG A ROAD TO AMHERSTDALE FROM THE NEW
 GX2368'ZION FREEWILL BAPTIST CHURCH AT SAUNDERS, AT LORADO, ABOUT 75
 GX2368'YARDS SOUTHEAST AND UPSTREAM ALONG DAVY BRANCH TO ITS CONFLUENCE
 GX2368'WITH BUFFALO CREEK, 59 YARDS SOUTH OF THE CENTER LINE OF THE
 GX2368'BLACK TOP ROAD, 48 YARDS EAST OF THE POST OFFICE AND FORMER RAILWAY
 GX2368'STATION LORADO, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST
 GX2368'CONCRETE ABUTMENT OF A TOOL BRIDGE OVER DAVY BRANCH, 20 FEET
 GX2368'SOUTH OF THE SOUTH RAIL FROM ABOUT THE CENTER OF RAILWAY BRIDGE
 GX2368'117 OVER DAVY BRANCH, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GX2368'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1967 ***********************************************************************
 GX1967  DESIGNATION -  P 191
 GX1967  PID         -  GX1967
 GX1967  STATE/COUNTY-  WV/MCDOWELL
 GX1967  USGS QUAD   -  BRADSHAW (1977)
 GX1967
 GX1967                         *CURRENT SURVEY CONTROL
 GX1967  ___________________________________________________________________
 GX1967* NAD 83(1986)-  37 17 05.     (N)    081 49 57.     (W)     SCALED    
 GX1967* NAVD 88     -       684.804  (meters)    2246.73   (feet)  ADJUSTED  
 GX1967  ___________________________________________________________________
 GX1967  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GX1967  DYNAMIC HT  -         684.208 (meters)    2244.77  (feet)  COMP
 GX1967  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 GX1967
 GX1967  VERT ORDER  -  SECOND    CLASS 0
 GX1967
 GX1967.The horizontal coordinates were scaled from a topographic map and have
 GX1967.an estimated accuracy of +/- 6 seconds.
 GX1967
 GX1967.The orthometric height was determined by differential leveling
 GX1967.and adjusted by the National Geodetic Survey in June 1991..
 GX1967
 GX1967.The geoid height was determined by GEOID03.
 GX1967
 GX1967.The dynamic height is computed by dividing the NAVD 88
 GX1967.geopotential number by the normal gravity value computed on the
 GX1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1967.degrees latitude (g = 980.6199 gals.).
 GX1967
 GX1967.The modeled gravity was interpolated from observed gravity values.
 GX1967
 GX1967;                    North         East    Units  Estimated Accuracy
 GX1967;SPC WV S     -    31,930.      526,170.      MT  (+/- 180 meters Scaled)
 GX1967
 GX1967                          SUPERSEDED SURVEY CONTROL
 GX1967
 GX1967  NGVD 29 (??/??/92)  684.958  (m)         2247.23   (f) ADJ UNCH    2 0
 GX1967
 GX1967.Superseded values are not recommended for survey control.
 GX1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1967.See file dsdata.txt to determine how the superseded data were derived.
 GX1967
 GX1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB262267(NAD 83)
 GX1967_MARKER: DB = BENCH MARK DISK
 GX1967_SETTING: 66 = SET IN ROCK OUTCROP
 GX1967_SP_SET: SET IN ROCK OUTCROP
 GX1967_STAMPING: P 191 1958
 GX1967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1967+STABILITY: POSITION/ELEVATION WELL
 GX1967
 GX1967  HISTORY     - Date     Condition        Report By
 GX1967  HISTORY     - 1958     MONUMENTED       CGS
 GX1967
 GX1967                          STATION DESCRIPTION
 GX1967
 GX1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1967'6.1 MI SW FROM BRADSHAW.
 GX1967'2.45 MILES SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION
 GX1967'OF STATE HIGHWAY 80 AT BRADSHAW, THENCE ABOUT 3.65 MILES
 GX1967'SOUTHWEST ALONG A GRAVEL ROAD ALONG MIDDLE FORK, 0.1 MILE
 GX1967'NORTHEAST OF THE SUMMIT OF A GRADE IN LINN CAMP GAP AND THE
 GX1967'WEST VIRGINIA-VIRGINIA STATE LINE, 27 FEET NORTHWEST OF THE
 GX1967'CENTER LINE OF THE ROAD, SET VERTICALLY IN THE SOUTHEAST FACE
 GX1967'AND NEAR THE CENTER OF A 2 1/2-FOOT HIGH AND 12-FOOT WIDE LAYER
 GX1967'OF ROCK PROJECTING OUT OF THE BOTTOM OF A 20-FOOT ROCK CUT, 3
 GX1967'FEET ABOVE THE BOTTOM OF A DITCH, ON THE OUTSIDE OF A SLIGHT
 GX1967'CURVE, 40 1/2 FEET NORTHEAST OF THE NORTHWEST END OF A 15-INCH
 GX1967'CORRUGATED PIPE CULVERT UNDER THE ROAD, AND ABOUT 2 FEET ABOVE
 GX1967'THE LEVEL OF THE ROAD.  NOTE-- THIS MARK CAN BE REACHED BY
 GX1967'GOING ABOUT 4.1 MILES NORTHEAST ALONG A BLACK TOP ROAD ALONG
 GX1967'LINN CAMP BRANCH ACROSS LINN CAMP GAP FROM THE HIGH SCHOOL
 GX1967'AT WHITEWOOD, BUCHANAN COUNTY, VIRGINIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0725 ***********************************************************************
 GX0725  DESIGNATION -  P 192
 GX0725  PID         -  GX0725
 GX0725  STATE/COUNTY-  WV/SUMMERS
 GX0725  USGS QUAD   -  HINTON (1976)
 GX0725
 GX0725                         *CURRENT SURVEY CONTROL
 GX0725  ___________________________________________________________________
 GX0725* NAD 83(1986)-  37 40 01.     (N)    080 53 31.     (W)     SCALED    
 GX0725* NAVD 88     -       420.683  (meters)    1380.19   (feet)  ADJUSTED  
 GX0725  ___________________________________________________________________
 GX0725  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0725  DYNAMIC HT  -         420.340 (meters)    1379.07  (feet)  COMP
 GX0725  MODELED GRAV-     979,801.5   (mgal)                       NAVD 88
 GX0725
 GX0725  VERT ORDER  -  FIRST     CLASS II
 GX0725
 GX0725.The horizontal coordinates were scaled from a topographic map and have
 GX0725.an estimated accuracy of +/- 6 seconds.
 GX0725
 GX0725.The orthometric height was determined by differential leveling
 GX0725.and adjusted by the National Geodetic Survey in June 1991..
 GX0725
 GX0725.The geoid height was determined by GEOID03.
 GX0725
 GX0725.The dynamic height is computed by dividing the NAVD 88
 GX0725.geopotential number by the normal gravity value computed on the
 GX0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0725.degrees latitude (g = 980.6199 gals.).
 GX0725
 GX0725.The modeled gravity was interpolated from observed gravity values.
 GX0725
 GX0725;                    North         East    Units  Estimated Accuracy
 GX0725;SPC WV S     -    74,030.      609,530.      MT  (+/- 180 meters Scaled)
 GX0725
 GX0725                          SUPERSEDED SURVEY CONTROL
 GX0725
 GX0725  NGVD 29 (??/??/92)  420.853  (m)         1380.75   (f) ADJ UNCH    1 2
 GX0725
 GX0725.Superseded values are not recommended for survey control.
 GX0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0725.See file dsdata.txt to determine how the superseded data were derived.
 GX0725
 GX0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB095688(NAD 83)
 GX0725_MARKER: DB = BENCH MARK DISK
 GX0725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0725_SP_SET: ABUTMENT
 GX0725_STAMPING: P 192 1958
 GX0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0725
 GX0725  HISTORY     - Date     Condition        Report By
 GX0725  HISTORY     - 1958     MONUMENTED       CGS
 GX0725
 GX0725                          STATION DESCRIPTION
 GX0725
 GX0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0725'AT HINTON.
 GX0725'AT HINTON, 0.45 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0725'FROM THE STATION, 0.5 MILE SOUTH OF MILEPOST 357, 130 YARDS
 GX0725'SOUTH OF STATE HIGHWAY 3 CONCRETE OVERPASS OVER THE TRACK,
 GX0725'6 1/2 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, IN TOP OF
 GX0725'THE WEST END OF THE LOWER PART OR BRIDGE SEAT OF THE NORTH
 GX0725'CONCRETE ABUTMENT OF 15-FOOT BRIDGE 3565 OVER A SMALL CREEK
 GX0725'BRANCH, 1 FOOT EAST OF THE WEST END OF THE ABUTMENT, AND ABOUT
 GX0725'3 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2061 ***********************************************************************
 GX2061  DESIGNATION -  P 193
 GX2061  PID         -  GX2061
 GX2061  STATE/COUNTY-  WV/MCDOWELL
 GX2061  USGS QUAD   -  GARY (1977)
 GX2061
 GX2061                         *CURRENT SURVEY CONTROL
 GX2061  ___________________________________________________________________
 GX2061* NAD 83(1986)-  37 18 48.     (N)    081 35 08.     (W)     SCALED    
 GX2061* NAVD 88     -       544.015  (meters)    1784.82   (feet)  ADJUSTED  
 GX2061  ___________________________________________________________________
 GX2061  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX2061  DYNAMIC HT  -         543.558 (meters)    1783.32  (feet)  COMP
 GX2061  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 GX2061
 GX2061  VERT ORDER  -  SECOND    CLASS 0
 GX2061
 GX2061.The horizontal coordinates were scaled from a topographic map and have
 GX2061.an estimated accuracy of +/- 6 seconds.
 GX2061
 GX2061.The orthometric height was determined by differential leveling
 GX2061.and adjusted by the National Geodetic Survey in June 1991..
 GX2061
 GX2061.The geoid height was determined by GEOID03.
 GX2061
 GX2061.The dynamic height is computed by dividing the NAVD 88
 GX2061.geopotential number by the normal gravity value computed on the
 GX2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2061.degrees latitude (g = 980.6199 gals.).
 GX2061
 GX2061.The modeled gravity was interpolated from observed gravity values.
 GX2061
 GX2061;                    North         East    Units  Estimated Accuracy
 GX2061;SPC WV S     -    34,940.      548,090.      MT  (+/- 180 meters Scaled)
 GX2061
 GX2061                          SUPERSEDED SURVEY CONTROL
 GX2061
 GX2061  NGVD 29 (??/??/92)  544.168  (m)         1785.32   (f) ADJ UNCH    2 0
 GX2061
 GX2061.Superseded values are not recommended for survey control.
 GX2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2061.See file dsdata.txt to determine how the superseded data were derived.
 GX2061
 GX2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB481297(NAD 83)
 GX2061_MARKER: DB = BENCH MARK DISK
 GX2061_SETTING: 66 = SET IN ROCK OUTCROP
 GX2061_SP_SET: OUTCROP
 GX2061_STAMPING: P 193 1958
 GX2061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2061+STABILITY: POSITION/ELEVATION WELL
 GX2061
 GX2061  HISTORY     - Date     Condition        Report By
 GX2061  HISTORY     - 1958     MONUMENTED       CGS
 GX2061
 GX2061                          STATION DESCRIPTION
 GX2061
 GX2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2061'7.6 MI SW FROM GRAY.
 GX2061'1.25 MILES SOUTH ALONG A BLACK TOP ROAD LEADING TO ELBERT FROM THE
 GX2061'JUNCTION OF STATE HIGHWAY 85 AT GARY, THENCE 6.35 MILES SOUTHWEST
 GX2061'ALONG A BLACK TOP AND GRADED ROAD TO RIFT, ABOUT 55 YARDS EAST
 GX2061'OF THE JUNCTION OF A PRIVATE ROAD SOUTHEAST, AT THE EAST END OF
 GX2061'AN S CURVE, 10 FEET NORTH OF CENTER LINE OF ROAD, SET VERTICALLY
 GX2061'IN THE SOUTH FACE OF A ROCK CUT, 62 FEET EAST OF THE WEST END OF
 GX2061'THE CUT, 1 1/2 FEET ABOVE THE GROUND, AND ABOUT 1 FOOT ABOVE THE
 GX2061'LEVEL OF THE ROAD.  NOTE-- THIS MARK CAN BE REACHED BY GOING
 GX2061'ABOUT 4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST
 GX2061'OFFICE AT WAR, THENCE ABOUT 6.45 MILES NORTHEAST ALONG A GRADED ROAD
 GX2061'LEADING TO REAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2070 ***********************************************************************
 GX2070  DESIGNATION -  P 194
 GX2070  PID         -  GX2070
 GX2070  STATE/COUNTY-  WV/MCDOWELL
 GX2070  USGS QUAD   -  WELCH (1976)
 GX2070
 GX2070                         *CURRENT SURVEY CONTROL
 GX2070  ___________________________________________________________________
 GX2070* NAD 83(1986)-  37 25 02.     (N)    081 35 23.     (W)     SCALED    
 GX2070* NAVD 88     -       399.861  (meters)    1311.88   (feet)  ADJUSTED  
 GX2070  ___________________________________________________________________
 GX2070  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX2070  DYNAMIC HT  -         399.530 (meters)    1310.79  (feet)  COMP
 GX2070  MODELED GRAV-     979,792.2   (mgal)                       NAVD 88
 GX2070
 GX2070  VERT ORDER  -  SECOND    CLASS 0
 GX2070
 GX2070.The horizontal coordinates were scaled from a topographic map and have
 GX2070.an estimated accuracy of +/- 6 seconds.
 GX2070
 GX2070.The orthometric height was determined by differential leveling
 GX2070.and adjusted by the National Geodetic Survey in June 1991..
 GX2070
 GX2070.The geoid height was determined by GEOID03.
 GX2070
 GX2070.The dynamic height is computed by dividing the NAVD 88
 GX2070.geopotential number by the normal gravity value computed on the
 GX2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2070.degrees latitude (g = 980.6199 gals.).
 GX2070
 GX2070.The modeled gravity was interpolated from observed gravity values.
 GX2070
 GX2070;                    North         East    Units  Estimated Accuracy
 GX2070;SPC WV S     -    46,470.      547,800.      MT  (+/- 180 meters Scaled)
 GX2070
 GX2070                          SUPERSEDED SURVEY CONTROL
 GX2070
 GX2070  NGVD 29 (??/??/92)  400.024  (m)         1312.41   (f) ADJ UNCH    2 0
 GX2070
 GX2070.Superseded values are not recommended for survey control.
 GX2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2070.See file dsdata.txt to determine how the superseded data were derived.
 GX2070
 GX2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB478413(NAD 83)
 GX2070_MARKER: DB = BENCH MARK DISK
 GX2070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2070_SP_SET: ABUTMENT
 GX2070_STAMPING: P 194 1958
 GX2070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2070
 GX2070  HISTORY     - Date     Condition        Report By
 GX2070  HISTORY     - 1958     MONUMENTED       CGS
 GX2070
 GX2070                          STATION DESCRIPTION
 GX2070
 GX2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2070'AT WELCH.
 GX2070'AT WELCH, ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 16 AND U.S.
 GX2070'HIGHWAY 52 FROM THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY
 GX2070'AT THE JUNCTION OF STATE HIGHWAY 85 AND U.S. HIGHWAY 52 BYPASS, IN
 GX2070'TOP OF THE NORTH END OF THE EAST ABUTMENT OF HIGHWAYS 16 AND 52
 GX2070'BRIDGE OVER TUG FORK, 67 FEET WEST OF THE CENTER OF THE JUNCTION,
 GX2070'6 FEET NORTH OF THE NORTH GUARD RAIL, AND ABOUT 1 FOOT BELOW
 GX2070'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1933 ***********************************************************************
 GX1933  DESIGNATION -  P 195
 GX1933  PID         -  GX1933
 GX1933  STATE/COUNTY-  WV/MCDOWELL
 GX1933  USGS QUAD   -  IAEGER (1976)
 GX1933
 GX1933                         *CURRENT SURVEY CONTROL
 GX1933  ___________________________________________________________________
 GX1933* NAD 83(1986)-  37 22 41.     (N)    081 48 31.     (W)     SCALED    
 GX1933* NAVD 88     -       342.231  (meters)    1122.80   (feet)  ADJUSTED  
 GX1933  ___________________________________________________________________
 GX1933  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX1933  DYNAMIC HT  -         341.953 (meters)    1121.89  (feet)  COMP
 GX1933  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 GX1933
 GX1933  VERT ORDER  -  SECOND    CLASS 0
 GX1933
 GX1933.The horizontal coordinates were scaled from a topographic map and have
 GX1933.an estimated accuracy of +/- 6 seconds.
 GX1933
 GX1933.The orthometric height was determined by differential leveling
 GX1933.and adjusted by the National Geodetic Survey in June 1991..
 GX1933
 GX1933.The geoid height was determined by GEOID03.
 GX1933
 GX1933.The dynamic height is computed by dividing the NAVD 88
 GX1933.geopotential number by the normal gravity value computed on the
 GX1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1933.degrees latitude (g = 980.6199 gals.).
 GX1933
 GX1933.The modeled gravity was interpolated from observed gravity values.
 GX1933
 GX1933;                    North         East    Units  Estimated Accuracy
 GX1933;SPC WV S     -    42,270.      528,380.      MT  (+/- 180 meters Scaled)
 GX1933
 GX1933                          SUPERSEDED SURVEY CONTROL
 GX1933
 GX1933  NGVD 29 (??/??/92)  342.413  (m)         1123.40   (f) ADJ UNCH    2 0
 GX1933
 GX1933.Superseded values are not recommended for survey control.
 GX1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1933.See file dsdata.txt to determine how the superseded data were derived.
 GX1933
 GX1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB284371(NAD 83)
 GX1933_MARKER: DB = BENCH MARK DISK
 GX1933_SETTING: 66 = SET IN ROCK OUTCROP
 GX1933_SP_SET: SET IN ROCK OUTCROP
 GX1933_STAMPING: P 195 1958
 GX1933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1933+STABILITY: POSITION/ELEVATION WELL
 GX1933
 GX1933  HISTORY     - Date     Condition        Report By
 GX1933  HISTORY     - 1958     MONUMENTED       CGS
 GX1933
 GX1933                          STATION DESCRIPTION
 GX1933
 GX1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1933'2.5 MI N FROM BRADSHAW.
 GX1933'2.5 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF STATE
 GX1933'HIGHWAY 83 AT BRADSHAW, ON THE OUTSIDE OF A LONG CURVE WITH
 GX1933'TANGENTS EXTENDING NORTHEAST AND SOUTHEAST, SET VERTICALLY
 GX1933'IN THE EAST FACE AT THE SOUTH END OF THE MAIN PART OF A LARGE
 GX1933'ROCK CUT, 15 FEET WEST OF CENTER LINE OF HIGHWAY, 132 FEET NORTH
 GX1933'OF SOUTH END OF CUT, 8 FEET NORTH OF SOUTH END OF MAIN PART
 GX1933'OF ROCK CUT AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1662 ***********************************************************************
 GX1662  DESIGNATION -  P 196
 GX1662  PID         -  GX1662
 GX1662  STATE/COUNTY-  WV/MCDOWELL
 GX1662  USGS QUAD   -  WELCH (1976)
 GX1662
 GX1662                         *CURRENT SURVEY CONTROL
 GX1662  ___________________________________________________________________
 GX1662* NAD 83(1986)-  37 26 09.     (N)    081 34 53.     (W)     SCALED    
 GX1662* NAVD 88     -       397.888  (meters)    1305.40   (feet)  ADJUSTED  
 GX1662  ___________________________________________________________________
 GX1662  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX1662  DYNAMIC HT  -         397.561 (meters)    1304.33  (feet)  COMP
 GX1662  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 GX1662
 GX1662  VERT ORDER  -  SECOND    CLASS 0
 GX1662
 GX1662.The horizontal coordinates were scaled from a topographic map and have
 GX1662.an estimated accuracy of +/- 6 seconds.
 GX1662
 GX1662.The orthometric height was determined by differential leveling
 GX1662.and adjusted by the National Geodetic Survey in June 1991..
 GX1662
 GX1662.The geoid height was determined by GEOID03.
 GX1662
 GX1662.The dynamic height is computed by dividing the NAVD 88
 GX1662.geopotential number by the normal gravity value computed on the
 GX1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1662.degrees latitude (g = 980.6199 gals.).
 GX1662
 GX1662.The modeled gravity was interpolated from observed gravity values.
 GX1662
 GX1662;                    North         East    Units  Estimated Accuracy
 GX1662;SPC WV S     -    48,530.      548,550.      MT  (+/- 180 meters Scaled)
 GX1662
 GX1662                          SUPERSEDED SURVEY CONTROL
 GX1662
 GX1662  NGVD 29 (??/??/92)  398.055  (m)         1305.95   (f) ADJ UNCH    2 0
 GX1662
 GX1662.Superseded values are not recommended for survey control.
 GX1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1662.See file dsdata.txt to determine how the superseded data were derived.
 GX1662
 GX1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB485433(NAD 83)
 GX1662_MARKER: DB = BENCH MARK DISK
 GX1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1662_SP_SET: WALL
 GX1662_STAMPING: P 196 1958
 GX1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1662
 GX1662  HISTORY     - Date     Condition        Report By
 GX1662  HISTORY     - 1958     MONUMENTED       CGS
 GX1662
 GX1662                          STATION DESCRIPTION
 GX1662
 GX1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1662'AT WELCH.
 GX1662'AT WELCH, AT THE JUNCTION OF THE PASSENGER TRACK AND MAIN TRACK
 GX1662'(NORFOLK AND WESTERN RAILWAY), AT THE SOUTHEAST END OF THE
 GX1662'WELCH TUNNEL, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 GX1662'SOUTHWEST WALL, 5 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 GX1662'THE SOUTHWEST MAIN TRACK, 3 1/2 FEET ABOVE THE GROUND, AND ABOUT
 GX1662'1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0063 ***********************************************************************
 GX0063  DESIGNATION -  P 197
 GX0063  PID         -  GX0063
 GX0063  STATE/COUNTY-  WV/GREENBRIER
 GX0063  USGS QUAD   -  LEWISBURG (1979)
 GX0063
 GX0063                         *CURRENT SURVEY CONTROL
 GX0063  ___________________________________________________________________
 GX0063* NAD 83(1986)-  37 46 34.     (N)    080 24 47.     (W)     SCALED    
 GX0063* NAVD 88     -       518.000  (meters)    1699.47   (feet)  ADJUSTED  
 GX0063  ___________________________________________________________________
 GX0063  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX0063  DYNAMIC HT  -         517.569 (meters)    1698.06  (feet)  COMP
 GX0063  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 GX0063
 GX0063  VERT ORDER  -  FIRST     CLASS II
 GX0063
 GX0063.The horizontal coordinates were scaled from a topographic map and have
 GX0063.an estimated accuracy of +/- 6 seconds.
 GX0063
 GX0063.The orthometric height was determined by differential leveling
 GX0063.and adjusted by the National Geodetic Survey in June 1991..
 GX0063
 GX0063.The geoid height was determined by GEOID03.
 GX0063
 GX0063.The dynamic height is computed by dividing the NAVD 88
 GX0063.geopotential number by the normal gravity value computed on the
 GX0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0063.degrees latitude (g = 980.6199 gals.).
 GX0063
 GX0063.The modeled gravity was interpolated from observed gravity values.
 GX0063
 GX0063;                    North         East    Units  Estimated Accuracy
 GX0063;SPC WV S     -    86,300.      651,710.      MT  (+/- 180 meters Scaled)
 GX0063
 GX0063                          SUPERSEDED SURVEY CONTROL
 GX0063
 GX0063  NGVD 29 (??/??/92)  518.152  (m)         1699.97   (f) ADJ UNCH    1 2
 GX0063
 GX0063.Superseded values are not recommended for survey control.
 GX0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0063.See file dsdata.txt to determine how the superseded data were derived.
 GX0063
 GX0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB516811(NAD 83)
 GX0063_MARKER: DB = BENCH MARK DISK
 GX0063_SETTING: 66 = SET IN ROCK OUTCROP
 GX0063_SP_SET: ROCK
 GX0063_STAMPING: P 197 1958
 GX0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0063+STABILITY: POSITION/ELEVATION WELL
 GX0063
 GX0063  HISTORY     - Date     Condition        Report By
 GX0063  HISTORY     - 1958     MONUMENTED       CGS
 GX0063
 GX0063                          STATION DESCRIPTION
 GX0063
 GX0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0063'0.9 MI SW FROM NORTH CALDWELL.
 GX0063'ABOUT 0.9 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0063'FROM THE STATION AT NORTH CALDWELL, ABOUT 17 RAILS SOUTH OF
 GX0063'MILEPOST 1, 11 FEET NORTHWEST OF THE NORTHWEST RAIL, SET VERTICALLY
 GX0063'IN THE SOUTHEAST FACE OF A ROCK 50-FEET LONG AND 2 1/2-FEET
 GX0063'HIGH THAT IS PART OF A LONG LOW CUT, ON THE INSIDE OF A LONG
 GX0063'CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, 12 FEET
 GX0063'NORTHEAST OF THE SOUTHWEST END OF THE ROCK, AND ABOUT 2 1/2
 GX0063'FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1243 ***********************************************************************
 GX1243  DESIGNATION -  P 198
 GX1243  PID         -  GX1243
 GX1243  STATE/COUNTY-  WV/FAYETTE
 GX1243  USGS QUAD   -  PRINCE (1989)
 GX1243
 GX1243                         *CURRENT SURVEY CONTROL
 GX1243  ___________________________________________________________________
 GX1243* NAD 83(1986)-  37 52 08.     (N)    081 04 11.     (W)     SCALED    
 GX1243* NAVD 88     -       355.997  (meters)    1167.97   (feet)  ADJUSTED  
 GX1243  ___________________________________________________________________
 GX1243  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX1243  DYNAMIC HT  -         355.721 (meters)    1167.06  (feet)  COMP
 GX1243  MODELED GRAV-     979,843.2   (mgal)                       NAVD 88
 GX1243
 GX1243  VERT ORDER  -  FIRST     CLASS II
 GX1243
 GX1243.The horizontal coordinates were scaled from a topographic map and have
 GX1243.an estimated accuracy of +/- 6 seconds.
 GX1243
 GX1243.The orthometric height was determined by differential leveling
 GX1243.and adjusted by the National Geodetic Survey in June 1991..
 GX1243
 GX1243.The geoid height was determined by GEOID03.
 GX1243
 GX1243.The dynamic height is computed by dividing the NAVD 88
 GX1243.geopotential number by the normal gravity value computed on the
 GX1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1243.degrees latitude (g = 980.6199 gals.).
 GX1243
 GX1243.The modeled gravity was interpolated from observed gravity values.
 GX1243
 GX1243;                    North         East    Units  Estimated Accuracy
 GX1243;SPC WV S     -    96,440.      593,870.      MT  (+/- 180 meters Scaled)
 GX1243
 GX1243                          SUPERSEDED SURVEY CONTROL
 GX1243
 GX1243  NGVD 29 (??/??/92)  356.174  (m)         1168.55   (f) ADJ UNCH    1 2
 GX1243
 GX1243.Superseded values are not recommended for survey control.
 GX1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1243.See file dsdata.txt to determine how the superseded data were derived.
 GX1243
 GX1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB938912(NAD 83)
 GX1243_MARKER: DB = BENCH MARK DISK
 GX1243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1243_SP_SET: CULVERT
 GX1243_STAMPING: P 198 1958
 GX1243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1243
 GX1243  HISTORY     - Date     Condition        Report By
 GX1243  HISTORY     - 1958     MONUMENTED       CGS
 GX1243
 GX1243                          STATION DESCRIPTION
 GX1243
 GX1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1243'2.4 MI NW FROM QUINNIMONT.
 GX1243'ABOUT 2.35 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1243'FROM THE STATION AT QUINNIMONT, 0.25 MILE (430 YARDS) NORTH OF
 GX1243'MILEPOST 381, 0.75 MILE NORTH OF THE NORTH END OF STRETCHER NECK
 GX1243'TUNNEL, 0.35 MILE SOUTH OF ESTUARY SCHOOL, 9 FEET EAST OF THE
 GX1243'EAST RAIL OF THE EAST TRACK AND AT OUTSIDE OF A CURVE, IN TOP
 GX1243'OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A DOUBLE
 GX1243'4-FOOT CONCRETE CULVERT, AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 GX1243'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0741 ***********************************************************************
 GX0741  DESIGNATION -  P 199
 GX0741  PID         -  GX0741
 GX0741  STATE/COUNTY-  WV/SUMMERS
 GX0741  USGS QUAD   -  MEADOW CREEK (1988)
 GX0741
 GX0741                         *CURRENT SURVEY CONTROL
 GX0741  ___________________________________________________________________
 GX0741* NAD 83(1986)-  37 45 20.     (N)    080 54 10.     (W)     SCALED    
 GX0741* NAVD 88     -       398.405  (meters)    1307.10   (feet)  ADJUSTED  
 GX0741  ___________________________________________________________________
 GX0741  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0741  DYNAMIC HT  -         398.086 (meters)    1306.05  (feet)  COMP
 GX0741  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 GX0741
 GX0741  VERT ORDER  -  FIRST     CLASS II
 GX0741
 GX0741.The horizontal coordinates were scaled from a topographic map and have
 GX0741.an estimated accuracy of +/- 6 seconds.
 GX0741
 GX0741.The orthometric height was determined by differential leveling
 GX0741.and adjusted by the National Geodetic Survey in June 1991..
 GX0741
 GX0741.The geoid height was determined by GEOID03.
 GX0741
 GX0741.The dynamic height is computed by dividing the NAVD 88
 GX0741.geopotential number by the normal gravity value computed on the
 GX0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0741.degrees latitude (g = 980.6199 gals.).
 GX0741
 GX0741.The modeled gravity was interpolated from observed gravity values.
 GX0741
 GX0741;                    North         East    Units  Estimated Accuracy
 GX0741;SPC WV S     -    83,860.      608,570.      MT  (+/- 180 meters Scaled)
 GX0741
 GX0741                          SUPERSEDED SURVEY CONTROL
 GX0741
 GX0741  NGVD 29 (??/??/92)  398.579  (m)         1307.67   (f) ADJ UNCH    1 2
 GX0741
 GX0741.Superseded values are not recommended for survey control.
 GX0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0741.See file dsdata.txt to determine how the superseded data were derived.
 GX0741
 GX0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB085786(NAD 83)
 GX0741_MARKER: DB = BENCH MARK DISK
 GX0741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0741_SP_SET: CULVERT
 GX0741_STAMPING: P 199 1958
 GX0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0741
 GX0741  HISTORY     - Date     Condition        Report By
 GX0741  HISTORY     - 1958     MONUMENTED       CGS
 GX0741  HISTORY     - 1980     GOOD             LOCSUR
 GX0741
 GX0741                          STATION DESCRIPTION
 GX0741
 GX0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0741'4.8 MI SE FROM MEADOW CREEK.
 GX0741'ABOUT 4.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0741'FROM THE STATION AT MEADOW CREEK, 1.45 MILES SOUTH OF THE STATION
 GX0741'AT SANDSTONE, 400 YARDS SOUTHWEST OF MILEPOST 365, 0.1 MILE
 GX0741'SOUTHWEST OF A SIGNAL BRIDGE, 30 FEET SOUTHEAST OF THE SOUTHEAST
 GX0741'RAIL OF THE SOUTHEAST TRACK AND AT OUTSIDE OF A CURVE, AT RIGHT
 GX0741'ANGLE AND ACROSS THE TRACK FROM TELEPHONE POLE E 54, IN TOP OF THE
 GX0741'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL FOR A 4-FOOT
 GX0741'CONCRETE CULVERT, AND ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE
 GX0741'TRACK.
 GX0741
 GX0741                          STATION RECOVERY (1980)
 GX0741
 GX0741'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1548 ***********************************************************************
 HX1548  DESIGNATION -  P 20
 HX1548  PID         -  HX1548
 HX1548  STATE/COUNTY-  WV/LEWIS
 HX1548  USGS QUAD   -  ORLANDO (1989)
 HX1548
 HX1548                         *CURRENT SURVEY CONTROL
 HX1548  ___________________________________________________________________
 HX1548* NAD 83(1986)-  38 52 03.     (N)    080 33 20.     (W)     SCALED    
 HX1548* NAVD 88     -       251.573  (meters)     825.37   (feet)  ADJUSTED  
 HX1548  ___________________________________________________________________
 HX1548  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HX1548  DYNAMIC HT  -         251.410 (meters)     824.83  (feet)  COMP
 HX1548  MODELED GRAV-     979,972.6   (mgal)                       NAVD 88
 HX1548
 HX1548  VERT ORDER  -  SECOND    CLASS 0
 HX1548
 HX1548.The horizontal coordinates were scaled from a topographic map and have
 HX1548.an estimated accuracy of +/- 6 seconds.
 HX1548
 HX1548.The orthometric height was determined by differential leveling
 HX1548.and adjusted by the National Geodetic Survey in June 1991..
 HX1548
 HX1548.The geoid height was determined by GEOID03.
 HX1548
 HX1548.The dynamic height is computed by dividing the NAVD 88
 HX1548.geopotential number by the normal gravity value computed on the
 HX1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1548.degrees latitude (g = 980.6199 gals.).
 HX1548
 HX1548.The modeled gravity was interpolated from observed gravity values.
 HX1548
 HX1548;                    North         East    Units  Estimated Accuracy
 HX1548;SPC WV S     -   207,370.      638,570.      MT  (+/- 180 meters Scaled)
 HX1548
 HX1548                          SUPERSEDED SURVEY CONTROL
 HX1548
 HX1548  NGVD 29 (??/??/92)  251.775  (m)          826.03   (f) ADJ UNCH    2 0
 HX1548
 HX1548.Superseded values are not recommended for survey control.
 HX1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1548.See file dsdata.txt to determine how the superseded data were derived.
 HX1548
 HX1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND385021(NAD 83)
 HX1548_MARKER: DB = BENCH MARK DISK
 HX1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1548_STAMPING: P 20 1935
 HX1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1548+STABILITY: SURFACE MOTION
 HX1548
 HX1548  HISTORY     - Date     Condition        Report By
 HX1548  HISTORY     - 1935     MONUMENTED       CGS
 HX1548  HISTORY     - 1962     GOOD             NGS
 HX1548
 HX1548                          STATION DESCRIPTION
 HX1548
 HX1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1548'2.6 MI E FROM ORLANDO.
 HX1548'ABOUT 2.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1548'THE POST OFFICE AT ORLANDO, AT A ROAD CROSSING, SET AT THE
 HX1548'NORTHWEST CORNER OF A CULTIVATED FIELD, 66 FEET SOUTHEAST OF A
 HX1548'STONE BRIDGE 120.7, 44 FEET SOUTH OF THE SOUTH RAIL, 53 SOUTH
 HX1548'OF THE CENTER OF THE ROAD CROSSING, 15 FEET EAST OF THE CENTER
 HX1548'OF THE ROAD, 8-INCHES WEST OF A STEEL WITNESS POST, ABOUT 6 FEET
 HX1548'BELOW THE LEVEL OF THE HIGHWAY, AND IS SET IN THE TOP OF A
 HX1548'CONCRETE POST THAT IS PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0381 ***********************************************************************
 GX0381  DESIGNATION -  P 200
 GX0381  PID         -  GX0381
 GX0381  STATE/COUNTY-  WV/MERCER
 GX0381  USGS QUAD   -  NARROWS (1985)
 GX0381
 GX0381                         *CURRENT SURVEY CONTROL
 GX0381  ___________________________________________________________________
 GX0381* NAD 83(1986)-  37 21 14.     (N)    080 52 15.     (W)     SCALED    
 GX0381* NAVD 88     -       486.760  (meters)    1596.98   (feet)  ADJUSTED  
 GX0381  ___________________________________________________________________
 GX0381  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX0381  DYNAMIC HT  -         486.341 (meters)    1595.60  (feet)  COMP
 GX0381  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GX0381
 GX0381  VERT ORDER  -  FIRST     CLASS II
 GX0381
 GX0381.The horizontal coordinates were scaled from a topographic map and have
 GX0381.an estimated accuracy of +/- 6 seconds.
 GX0381
 GX0381.The orthometric height was determined by differential leveling
 GX0381.and adjusted by the National Geodetic Survey in June 1991..
 GX0381
 GX0381.The geoid height was determined by GEOID03.
 GX0381
 GX0381.The dynamic height is computed by dividing the NAVD 88
 GX0381.geopotential number by the normal gravity value computed on the
 GX0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0381.degrees latitude (g = 980.6199 gals.).
 GX0381
 GX0381.The modeled gravity was interpolated from observed gravity values.
 GX0381
 GX0381;                    North         East    Units  Estimated Accuracy
 GX0381;SPC WV S     -    39,290.      611,440.      MT  (+/- 180 meters Scaled)
 GX0381
 GX0381                          SUPERSEDED SURVEY CONTROL
 GX0381
 GX0381  NGVD 29 (??/??/92)  486.886  (m)         1597.39   (f) ADJ UNCH    1 2
 GX0381
 GX0381.Superseded values are not recommended for survey control.
 GX0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0381.See file dsdata.txt to determine how the superseded data were derived.
 GX0381
 GX0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB114341(NAD 83)
 GX0381_MARKER: DB = BENCH MARK DISK
 GX0381_SETTING: 66 = SET IN ROCK OUTCROP
 GX0381_SP_SET: ROCK CUT
 GX0381_STAMPING: P 200 1958
 GX0381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0381+STABILITY: POSITION/ELEVATION WELL
 GX0381
 GX0381  HISTORY     - Date     Condition        Report By
 GX0381  HISTORY     - 1958     MONUMENTED       CGS
 GX0381  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0381
 GX0381                          STATION DESCRIPTION
 GX0381
 GX0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0381'1.2 MI SW FROM GLEN LYN.
 GX0381'1.25 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX0381'THE STATION AT GLEN LYN, GILES COUNTY, VIRGINIA, 0.6 MILE EAST OF
 GX0381'MILEPOST 342, 0.2 MILE (356 YARDS) EAST OF BRIDGE 821, 230 YARDS
 GX0381'EAST OF SIGNAL 3415, SET VERTICALLY IN THE NORTHWEST FACE OF
 GX0381'CENTER PART OF A 38-FOOT HIGH ROCK CUT AND IN A RECESSED PART OF
 GX0381'THE CUT, 4 FEET ABOVE THE GROUND, 12.9 FEET SOUTHEAST OF THE
 GX0381'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, AND AT OUTSIDE OF A CURVE,
 GX0381'90 YARDS SOUTHWEST OF THE EAST CONCRETE HEAD WALL OF A PIPE CULVERT,
 GX0381'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 GX0381
 GX0381                          STATION RECOVERY (1984)
 GX0381
 GX0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0381'NOT RECOVERED, INACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0703 ***********************************************************************
 GX0703  DESIGNATION -  P 201
 GX0703  PID         -  GX0703
 GX0703  STATE/COUNTY-  WV/SUMMERS
 GX0703  USGS QUAD   -  ALDERSON (1976)
 GX0703
 GX0703                         *CURRENT SURVEY CONTROL
 GX0703  ___________________________________________________________________
 GX0703* NAD 83(1986)-  37 40 45.     (N)    080 42 16.     (W)     SCALED    
 GX0703* NAVD 88     -       462.534  (meters)    1517.50   (feet)  ADJUSTED  
 GX0703  ___________________________________________________________________
 GX0703  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0703  DYNAMIC HT  -         462.149 (meters)    1516.23  (feet)  COMP
 GX0703  MODELED GRAV-     979,784.1   (mgal)                       NAVD 88
 GX0703
 GX0703  VERT ORDER  -  FIRST     CLASS II
 GX0703
 GX0703.The horizontal coordinates were scaled from a topographic map and have
 GX0703.an estimated accuracy of +/- 6 seconds.
 GX0703
 GX0703.The orthometric height was determined by differential leveling
 GX0703.and adjusted by the National Geodetic Survey in June 1991..
 GX0703
 GX0703.The geoid height was determined by GEOID03.
 GX0703
 GX0703.The dynamic height is computed by dividing the NAVD 88
 GX0703.geopotential number by the normal gravity value computed on the
 GX0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0703.degrees latitude (g = 980.6199 gals.).
 GX0703
 GX0703.The modeled gravity was interpolated from observed gravity values.
 GX0703
 GX0703;                    North         East    Units  Estimated Accuracy
 GX0703;SPC WV S     -    75,420.      626,070.      MT  (+/- 180 meters Scaled)
 GX0703
 GX0703                          SUPERSEDED SURVEY CONTROL
 GX0703
 GX0703  NGVD 29 (??/??/92)  462.696  (m)         1518.03   (f) ADJ UNCH    1 2
 GX0703
 GX0703.Superseded values are not recommended for survey control.
 GX0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0703.See file dsdata.txt to determine how the superseded data were derived.
 GX0703
 GX0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB260702(NAD 83)
 GX0703_MARKER: DB = BENCH MARK DISK
 GX0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0703_SP_SET: CULVERT
 GX0703_STAMPING: P 201 1958
 GX0703_MARK LOGO: CGS   
 GX0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0703
 GX0703  HISTORY     - Date     Condition        Report By
 GX0703  HISTORY     - 1958     MONUMENTED       CGS
 GX0703  HISTORY     - 1984     GOOD             NGS
 GX0703
 GX0703                          STATION DESCRIPTION
 GX0703
 GX0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0703'1.6 MI NE FROM PENCE SPRINGS.
 GX0703'ABOUT 0.4 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING OF
 GX0703'THE CHESAPEAKE AND OHIO RAILWAY AT PENCE SPRINGS, THENCE ABOUT
 GX0703'1.2 MILES EAST ALONG STATE HIGHWAY 3 AND 12, 13 FEET SOUTH OF
 GX0703'CENTER LINE OF THE HIGHWAY, 70 YARDS EAST OF THE NORTHEAST CORNER
 GX0703'OF THE EAST-WEST RUNWAY AT THE HINTON-ALDERSON AIRPORT, IN TOP
 GX0703'OF THE WEST END OF THE SOUTH HEAD WALL OF A 10-FOOT CONCRETE
 GX0703'CULVERT UNDER THE HIGHWAY, 0.3 MILE EAST OF THE CONCRETE BLOCK
 GX0703'HANGARS.
 GX0703
 GX0703                          STATION RECOVERY (1984)
 GX0703
 GX0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0671 ***********************************************************************
 GX0671  DESIGNATION -  P 202
 GX0671  PID         -  GX0671
 GX0671  STATE/COUNTY-  WV/GREENBRIER
 GX0671  USGS QUAD   -  FORT SPRING (1971)
 GX0671
 GX0671                         *CURRENT SURVEY CONTROL
 GX0671  ___________________________________________________________________
 GX0671* NAD 83(1986)-  37 43 35.     (N)    080 30 42.     (W)     SCALED    
 GX0671* NAVD 88     -       503.493  (meters)    1651.88   (feet)  ADJUSTED  
 GX0671  ___________________________________________________________________
 GX0671  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX0671  DYNAMIC HT  -         503.077 (meters)    1650.51  (feet)  COMP
 GX0671  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GX0671
 GX0671  VERT ORDER  -  FIRST     CLASS II
 GX0671
 GX0671.The horizontal coordinates were scaled from a topographic map and have
 GX0671.an estimated accuracy of +/- 6 seconds.
 GX0671
 GX0671.The orthometric height was determined by differential leveling
 GX0671.and adjusted by the National Geodetic Survey in June 1991..
 GX0671
 GX0671.The geoid height was determined by GEOID03.
 GX0671
 GX0671.The dynamic height is computed by dividing the NAVD 88
 GX0671.geopotential number by the normal gravity value computed on the
 GX0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0671.degrees latitude (g = 980.6199 gals.).
 GX0671
 GX0671.The modeled gravity was interpolated from observed gravity values.
 GX0671
 GX0671;                    North         East    Units  Estimated Accuracy
 GX0671;SPC WV S     -    80,730.      643,050.      MT  (+/- 180 meters Scaled)
 GX0671
 GX0671                          SUPERSEDED SURVEY CONTROL
 GX0671
 GX0671  NGVD 29 (??/??/92)  503.654  (m)         1652.40   (f) ADJ UNCH    1 2
 GX0671
 GX0671.Superseded values are not recommended for survey control.
 GX0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0671.See file dsdata.txt to determine how the superseded data were derived.
 GX0671
 GX0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB430755(NAD 83)
 GX0671_MARKER: DB = BENCH MARK DISK
 GX0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0671_SP_SET: CULVERT
 GX0671_STAMPING: P 202 1958
 GX0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0671
 GX0671  HISTORY     - Date     Condition        Report By
 GX0671  HISTORY     - 1958     MONUMENTED       CGS
 GX0671  HISTORY     - 1971     MARK NOT FOUND   USGS
 GX0671  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0671
 GX0671                          STATION DESCRIPTION
 GX0671
 GX0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0671'3.6 MI SW FROM RONCEVERTE.
 GX0671'ABOUT 3.6 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0671'FROM THE STATION AT RONCEVERTE, 0.25 MILE WEST OF MILEPOST
 GX0671'326, 15 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 GX0671'TRACK, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL,
 GX0671'OF A 4-FOOT STONE BOX CULVERT, 1 FOOT NORTHWEST OF THE SOUTHEAST
 GX0671'END OF THE HEAD WALL, AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 GX0671'TRACK.
 GX0671
 GX0671                          STATION RECOVERY (1971)
 GX0671
 GX0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GX0671'MARK NOT FOUND.
 GX0671
 GX0671                          STATION RECOVERY (1983)
 GX0671
 GX0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0671'NOT RECOVERED, COULD NOT LOCATE STONE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1889 ***********************************************************************
 HX1889  DESIGNATION -  P 203
 HX1889  PID         -  HX1889
 HX1889  STATE/COUNTY-  WV/FAYETTE
 HX1889  USGS QUAD   -  MONTGOMERY (1976)
 HX1889
 HX1889                         *CURRENT SURVEY CONTROL
 HX1889  ___________________________________________________________________
 HX1889* NAD 83(1986)-  38 10 06.     (N)    081 18 10.     (W)     SCALED    
 HX1889* NAVD 88     -       205.936  (meters)     675.64   (feet)  ADJUSTED  
 HX1889  ___________________________________________________________________
 HX1889  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HX1889  DYNAMIC HT  -         205.789 (meters)     675.16  (feet)  COMP
 HX1889  MODELED GRAV-     979,913.6   (mgal)                       NAVD 88
 HX1889
 HX1889  VERT ORDER  -  FIRST     CLASS II
 HX1889
 HX1889.The horizontal coordinates were scaled from a topographic map and have
 HX1889.an estimated accuracy of +/- 6 seconds.
 HX1889
 HX1889.The orthometric height was determined by differential leveling
 HX1889.and adjusted by the National Geodetic Survey in June 1991..
 HX1889
 HX1889.The geoid height was determined by GEOID03.
 HX1889
 HX1889.The dynamic height is computed by dividing the NAVD 88
 HX1889.geopotential number by the normal gravity value computed on the
 HX1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1889.degrees latitude (g = 980.6199 gals.).
 HX1889
 HX1889.The modeled gravity was interpolated from observed gravity values.
 HX1889
 HX1889;                    North         East    Units  Estimated Accuracy
 HX1889;SPC WV S     -   129,720.      573,470.      MT  (+/- 180 meters Scaled)
 HX1889
 HX1889                          SUPERSEDED SURVEY CONTROL
 HX1889
 HX1889  NGVD 29 (??/??/92)  206.124  (m)          676.26   (f) ADJ UNCH    1 2
 HX1889
 HX1889.Superseded values are not recommended for survey control.
 HX1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1889.See file dsdata.txt to determine how the superseded data were derived.
 HX1889
 HX1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC734245(NAD 83)
 HX1889_MARKER: DB = BENCH MARK DISK
 HX1889_SETTING: 66 = SET IN ROCK OUTCROP
 HX1889_SP_SET: ROCK CUT
 HX1889_STAMPING: P 203 1959
 HX1889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1889+STABILITY: POSITION/ELEVATION WELL
 HX1889
 HX1889  HISTORY     - Date     Condition        Report By
 HX1889  HISTORY     - 1959     MONUMENTED       CGS
 HX1889
 HX1889                          STATION DESCRIPTION
 HX1889
 HX1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1889'0.8 MI SE FROM SMITHERS.
 HX1889'ABOUT 0.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 21 AND 60 FROM THE
 HX1889'NEW YORK CENTRAL RAILROAD STATION AT SMITHERS, AT LONGACRE, ALONG
 HX1889'A SHORT NORTHWEST TANGENT BETWEEN A NORTHWEST-SOUTH CURVE AND A
 HX1889'NORTH-SOUTHWEST CURVE, 22 FEET EAST OF THE CENTER LINE OF THE
 HX1889'HIGHWAY, SET VERTICALLY IN THE WEST FACE OF A ROCK 2 1/2-FEET
 HX1889'LONG BY 1 1/2-FEET HIGH THAT IS AT THE BASE OF A LARGE SHALE ROCK
 HX1889'CUT, 54 FEET NORTH OF THE SOUTH END OF THE CUT, 87 FEET NORTH
 HX1889'EAST OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF A
 HX1889'CONCRETE BLOCK GARAGE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HX1889'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1894 ***********************************************************************
 HX1894  DESIGNATION -  P 204
 HX1894  PID         -  HX1894
 HX1894  STATE/COUNTY-  WV/KANAWHA
 HX1894  USGS QUAD   -  MONTGOMERY (1976)
 HX1894
 HX1894                         *CURRENT SURVEY CONTROL
 HX1894  ___________________________________________________________________
 HX1894* NAD 83(1986)-  38 11 04.     (N)    081 20 26.     (W)     SCALED    
 HX1894* NAVD 88     -       195.635  (meters)     641.85   (feet)  ADJUSTED  
 HX1894  ___________________________________________________________________
 HX1894  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HX1894  DYNAMIC HT  -         195.496 (meters)     641.39  (feet)  COMP
 HX1894  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 HX1894
 HX1894  VERT ORDER  -  FIRST     CLASS II
 HX1894
 HX1894.The horizontal coordinates were scaled from a topographic map and have
 HX1894.an estimated accuracy of +/- 6 seconds.
 HX1894
 HX1894.The orthometric height was determined by differential leveling
 HX1894.and adjusted by the National Geodetic Survey in June 1991..
 HX1894
 HX1894.The geoid height was determined by GEOID03.
 HX1894
 HX1894.The dynamic height is computed by dividing the NAVD 88
 HX1894.geopotential number by the normal gravity value computed on the
 HX1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1894.degrees latitude (g = 980.6199 gals.).
 HX1894
 HX1894.The modeled gravity was interpolated from observed gravity values.
 HX1894
 HX1894;                    North         East    Units  Estimated Accuracy
 HX1894;SPC WV S     -   131,510.      570,170.      MT  (+/- 180 meters Scaled)
 HX1894
 HX1894                          SUPERSEDED SURVEY CONTROL
 HX1894
 HX1894  NGVD 29 (??/??/92)  195.824  (m)          642.47   (f) ADJ UNCH    1 2
 HX1894
 HX1894.Superseded values are not recommended for survey control.
 HX1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1894.See file dsdata.txt to determine how the superseded data were derived.
 HX1894
 HX1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC701263(NAD 83)
 HX1894_MARKER: DB = BENCH MARK DISK
 HX1894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1894_SP_SET: STEP
 HX1894_STAMPING: P 204 1959
 HX1894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1894
 HX1894  HISTORY     - Date     Condition        Report By
 HX1894  HISTORY     - 1959     MONUMENTED       CGS
 HX1894
 HX1894                          STATION DESCRIPTION
 HX1894
 HX1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1894'2 MI W FROM SMITHERS.
 HX1894'ABOUT 2.05 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX1894'THE STATION AT SMITHERS, ABOUT 8 1/2 RAILS EAST OF MILEPOST 151,
 HX1894'BETWEEN THE TRACK AND U.S. HIGHWAY 21 AND 60, 9 FEET NORTH OF
 HX1894'THE NORTH RAIL OF THE MAIN TRACK, 45 FEET SOUTH OF THE CENTER
 HX1894'LINE OF THE HIGHWAY, IN TOP OF THE NORTH END OF THE TOP STEP TO
 HX1894'THE WEST ABUTMENT TO A 12-FOOT BRIDGE UNDER THE TRACK, 1 FOOT
 HX1894'SOUTH OF THE NORTH END OF THE STEP, AND ABOUT 2 1/2 FEET BELOW
 HX1894'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2048 ***********************************************************************
 HX2048  DESIGNATION -  P 205
 HX2048  PID         -  HX2048
 HX2048  STATE/COUNTY-  WV/KANAWHA
 HX2048  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2048
 HX2048                         *CURRENT SURVEY CONTROL
 HX2048  ___________________________________________________________________
 HX2048* NAD 83(1986)-  38 17 09.     (N)    081 33 43.     (W)     SCALED    
 HX2048* NAVD 88     -       185.244  (meters)     607.75   (feet)  ADJUSTED  
 HX2048  ___________________________________________________________________
 HX2048  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HX2048  DYNAMIC HT  -         185.114 (meters)     607.33  (feet)  COMP
 HX2048  MODELED GRAV-     979,924.6   (mgal)                       NAVD 88
 HX2048
 HX2048  VERT ORDER  -  FIRST     CLASS II
 HX2048
 HX2048.The horizontal coordinates were scaled from a topographic map and have
 HX2048.an estimated accuracy of +/- 6 seconds.
 HX2048
 HX2048.The orthometric height was determined by differential leveling
 HX2048.and adjusted by the National Geodetic Survey in June 1991..
 HX2048
 HX2048.The geoid height was determined by GEOID03.
 HX2048
 HX2048.The dynamic height is computed by dividing the NAVD 88
 HX2048.geopotential number by the normal gravity value computed on the
 HX2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2048.degrees latitude (g = 980.6199 gals.).
 HX2048
 HX2048.The modeled gravity was interpolated from observed gravity values.
 HX2048
 HX2048;                    North         East    Units  Estimated Accuracy
 HX2048;SPC WV S     -   142,860.      550,840.      MT  (+/- 180 meters Scaled)
 HX2048
 HX2048                          SUPERSEDED SURVEY CONTROL
 HX2048
 HX2048  NGVD 29 (??/??/92)  185.440  (m)          608.40   (f) ADJ UNCH    1 2
 HX2048
 HX2048.Superseded values are not recommended for survey control.
 HX2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2048.See file dsdata.txt to determine how the superseded data were derived.
 HX2048
 HX2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC508376(NAD 83)
 HX2048_MARKER: DB = BENCH MARK DISK
 HX2048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2048_SP_SET: CULVERT
 HX2048_STAMPING: P 205 1959
 HX2048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2048
 HX2048  HISTORY     - Date     Condition        Report By
 HX2048  HISTORY     - 1959     MONUMENTED       CGS
 HX2048
 HX2048                          STATION DESCRIPTION
 HX2048
 HX2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX2048'3.8 MI NW FROM BELLE.
 HX2048'ABOUT 3.8 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2048'FROM THE STATION AT BELLE, 0.2 MILE NORTH OF MILEPOST 133, 10
 HX2048'FEET EAST OF THE EAST RAIL, IN TOP OF THE NORTH END OF THE
 HX2048'EAST HEAD WALL TO A 30-INCH PIPE CULVERT, 1 1/2 FEET SOUTH OF THE
 HX2048'NORTH END OF THE HEAD WALL, 1 FOOT WEST OF THE EAST EDGE OF THE
 HX2048'HEAD WALL, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0765 ***********************************************************************
 GX0765  DESIGNATION -  P 206
 GX0765  PID         -  GX0765
 GX0765  STATE/COUNTY-  WV/FAYETTE
 GX0765  USGS QUAD   -  DANESE (1987)
 GX0765
 GX0765                         *CURRENT SURVEY CONTROL
 GX0765  ___________________________________________________________________
 GX0765* NAD 83(1986)-  37 58 54.     (N)    080 56 19.     (W)     SCALED    
 GX0765* NAVD 88     -       736.731  (meters)    2417.09   (feet)  ADJUSTED  
 GX0765  ___________________________________________________________________
 GX0765  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX0765  DYNAMIC HT  -         736.123 (meters)    2415.10  (feet)  COMP
 GX0765  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 GX0765
 GX0765  VERT ORDER  -  SECOND    CLASS 0
 GX0765
 GX0765.The horizontal coordinates were scaled from a topographic map and have
 GX0765.an estimated accuracy of +/- 6 seconds.
 GX0765
 GX0765.The orthometric height was determined by differential leveling
 GX0765.and adjusted by the National Geodetic Survey in June 1991..
 GX0765
 GX0765.The geoid height was determined by GEOID03.
 GX0765
 GX0765.The dynamic height is computed by dividing the NAVD 88
 GX0765.geopotential number by the normal gravity value computed on the
 GX0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0765.degrees latitude (g = 980.6199 gals.).
 GX0765
 GX0765.The modeled gravity was interpolated from observed gravity values.
 GX0765
 GX0765;                    North         East    Units  Estimated Accuracy
 GX0765;SPC WV S     -   108,960.      605,390.      MT  (+/- 180 meters Scaled)
 GX0765
 GX0765                          SUPERSEDED SURVEY CONTROL
 GX0765
 GX0765  NGVD 29 (??/??/92)  736.877  (m)         2417.57   (f) ADJ UNCH    2 0
 GX0765
 GX0765.Superseded values are not recommended for survey control.
 GX0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0765.See file dsdata.txt to determine how the superseded data were derived.
 GX0765
 GX0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC053037(NAD 83)
 GX0765_MARKER: DB = BENCH MARK DISK
 GX0765_SETTING: 66 = SET IN ROCK OUTCROP
 GX0765_SP_SET: ROCK CUT
 GX0765_STAMPING: P 206 1961
 GX0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0765+STABILITY: POSITION/ELEVATION WELL
 GX0765
 GX0765  HISTORY     - Date     Condition        Report By
 GX0765  HISTORY     - 1961     MONUMENTED       CGS
 GX0765
 GX0765                          STATION DESCRIPTION
 GX0765
 GX0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0765'0.3 MI N FROM LANDISBURG.
 GX0765'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0765'AT LANDISBURG, 50 YARDS NORTH OF A CHESAPEAKE AND OHIO RAILWAY
 GX0765'OVERPASS, AT THE JUNCTION OF A DRIVE LEADING WEST TO THE BABCOCK
 GX0765'STATE PARK ADMINISTRATION BUILDING, SET VERTICALLY IN THE WEST
 GX0765'FACE OF A LEDGE OF ROCK, AT A CUT BANK, 14 FEET EAST OF THE CENTER
 GX0765'LINE OF THE HIGHWAY, 51 FEET SOUTHEAST OF THE CENTER OF THE
 GX0765'JUNCTION OF THE HIGHWAY AND THE SOUTH LEG OF THE DRIVE WEST, 1
 GX0765'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0788 ***********************************************************************
 GX0788  DESIGNATION -  P 207
 GX0788  PID         -  GX0788
 GX0788  STATE/COUNTY-  WV/FAYETTE
 GX0788  USGS QUAD   -  DANESE (1987)
 GX0788
 GX0788                         *CURRENT SURVEY CONTROL
 GX0788  ___________________________________________________________________
 GX0788* NAD 83(1986)-  37 55 44.     (N)    080 54 11.     (W)     SCALED    
 GX0788* NAVD 88     -       804.977  (meters)    2641.00   (feet)  ADJUSTED  
 GX0788  ___________________________________________________________________
 GX0788  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX0788  DYNAMIC HT  -         804.303 (meters)    2638.78  (feet)  COMP
 GX0788  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GX0788
 GX0788  VERT ORDER  -  SECOND    CLASS 0
 GX0788
 GX0788.The horizontal coordinates were scaled from a topographic map and have
 GX0788.an estimated accuracy of +/- 6 seconds.
 GX0788
 GX0788.The orthometric height was determined by differential leveling
 GX0788.and adjusted by the National Geodetic Survey in June 1991..
 GX0788
 GX0788.The geoid height was determined by GEOID03.
 GX0788
 GX0788.The dynamic height is computed by dividing the NAVD 88
 GX0788.geopotential number by the normal gravity value computed on the
 GX0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0788.degrees latitude (g = 980.6199 gals.).
 GX0788
 GX0788.The modeled gravity was interpolated from observed gravity values.
 GX0788
 GX0788;                    North         East    Units  Estimated Accuracy
 GX0788;SPC WV S     -   103,100.      608,520.      MT  (+/- 180 meters Scaled)
 GX0788
 GX0788                          SUPERSEDED SURVEY CONTROL
 GX0788
 GX0788  NGVD 29 (??/??/92)  805.120  (m)         2641.46   (f) ADJ UNCH    2 0
 GX0788
 GX0788.Superseded values are not recommended for survey control.
 GX0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0788.See file dsdata.txt to determine how the superseded data were derived.
 GX0788
 GX0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB085979(NAD 83)
 GX0788_MARKER: DB = BENCH MARK DISK
 GX0788_SETTING: 66 = SET IN ROCK OUTCROP
 GX0788_SP_SET: ROCK OUTCROP
 GX0788_STAMPING: P 207 1961
 GX0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0788+STABILITY: POSITION/ELEVATION WELL
 GX0788
 GX0788  HISTORY     - Date     Condition        Report By
 GX0788  HISTORY     - 1961     MONUMENTED       CGS
 GX0788
 GX0788                          STATION DESCRIPTION
 GX0788
 GX0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0788'0.2 MI S FROM DANESE.
 GX0788'ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0788'AT DANESE, THENCE 0.1 MILE SOUTHEAST ALONG A BLACK TOP ROAD
 GX0788'LEADING TO MEADOW BRIDGE, 24 YARDS NORTH OF THE CENTER LINE OF A
 GX0788'BLACK TOP DRIVEWAY LEADING WEST TO A ONE-STORY FRAME HOUSE WITH
 GX0788'ASBESTOS SIDING, SET ON TOP OF A ROUND OUTCROP 4 FEET LONG AND 2
 GX0788'FEET WIDE AND FLUSH WITH THE GROUND, 21 FEET WEST OF THE CENTER
 GX0788'LINE OF THE ROAD AND ABOUT LEVEL WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0812 ***********************************************************************
 GX0812  DESIGNATION -  P 208
 GX0812  PID         -  GX0812
 GX0812  STATE/COUNTY-  WV/SUMMERS
 GX0812  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0812
 GX0812                         *CURRENT SURVEY CONTROL
 GX0812  ___________________________________________________________________
 GX0812* NAD 83(1986)-  37 50 35.     (N)    080 48 50.     (W)     SCALED    
 GX0812* NAVD 88     -       631.881  (meters)    2073.10   (feet)  ADJUSTED  
 GX0812  ___________________________________________________________________
 GX0812  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX0812  DYNAMIC HT  -         631.359 (meters)    2071.38  (feet)  COMP
 GX0812  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GX0812
 GX0812  VERT ORDER  -  SECOND    CLASS 0
 GX0812
 GX0812.The horizontal coordinates were scaled from a topographic map and have
 GX0812.an estimated accuracy of +/- 6 seconds.
 GX0812
 GX0812.The orthometric height was determined by differential leveling
 GX0812.and adjusted by the National Geodetic Survey in June 1991..
 GX0812
 GX0812.The geoid height was determined by GEOID03.
 GX0812
 GX0812.The dynamic height is computed by dividing the NAVD 88
 GX0812.geopotential number by the normal gravity value computed on the
 GX0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0812.degrees latitude (g = 980.6199 gals.).
 GX0812
 GX0812.The modeled gravity was interpolated from observed gravity values.
 GX0812
 GX0812;                    North         East    Units  Estimated Accuracy
 GX0812;SPC WV S     -    93,590.      616,380.      MT  (+/- 180 meters Scaled)
 GX0812
 GX0812                          SUPERSEDED SURVEY CONTROL
 GX0812
 GX0812  NGVD 29 (??/??/92)  632.037  (m)         2073.61   (f) ADJ UNCH    2 0
 GX0812
 GX0812.Superseded values are not recommended for survey control.
 GX0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0812.See file dsdata.txt to determine how the superseded data were derived.
 GX0812
 GX0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB163884(NAD 83)
 GX0812_MARKER: DB = BENCH MARK DISK
 GX0812_SETTING: 66 = SET IN ROCK OUTCROP
 GX0812_SP_SET: ROCK CUT
 GX0812_STAMPING: P 208 1961
 GX0812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0812+STABILITY: POSITION/ELEVATION WELL
 GX0812
 GX0812  HISTORY     - Date     Condition        Report By
 GX0812  HISTORY     - 1961     MONUMENTED       CGS
 GX0812  HISTORY     - 1980     GOOD
 GX0812
 GX0812                          STATION DESCRIPTION
 GX0812
 GX0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0812'1.4 MI N FROM ELTON.
 GX0812'ABOUT 1.45 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE CHURCH OF
 GX0812'CHRIST AT ELTON, ON THE EAST SLOPE OF A MOUNTAIN, ABOUT 70 YARDS
 GX0812'SOUTHWEST OF THE JUNCTION OF COUNTY ROAD NO. 2 LEADING NORTH, AT
 GX0812'THE OUTSIDE OF A SHARP CURVE, SET VERTICALLY IN THE SOUTHEAST
 GX0812'FACE OF A LARGE ROCK CUT, 20 FEET NORTHWEST OF THE CENTER LINE
 GX0812'OF THE HIGHWAY AND 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX0812
 GX0812                          STATION RECOVERY (1980)
 GX0812
 GX0812'RECOVERED 1980
 GX0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0968 ***********************************************************************
 GX0968  DESIGNATION -  P 209
 GX0968  PID         -  GX0968
 GX0968  STATE/COUNTY-  WV/FAYETTE
 GX0968  USGS QUAD   -  DANESE (1987)
 GX0968
 GX0968                         *CURRENT SURVEY CONTROL
 GX0968  ___________________________________________________________________
 GX0968* NAD 83(1986)-  37 57 25.     (N)    080 52 48.     (W)     SCALED    
 GX0968* NAVD 88     -       887.380  (meters)    2911.35   (feet)  ADJUSTED  
 GX0968  ___________________________________________________________________
 GX0968  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX0968  DYNAMIC HT  -         886.637 (meters)    2908.91  (feet)  COMP
 GX0968  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 GX0968
 GX0968  VERT ORDER  -  SECOND    CLASS 0
 GX0968
 GX0968.The horizontal coordinates were scaled from a topographic map and have
 GX0968.an estimated accuracy of +/- 6 seconds.
 GX0968
 GX0968.The orthometric height was determined by differential leveling
 GX0968.and adjusted by the National Geodetic Survey in June 1991..
 GX0968
 GX0968.The geoid height was determined by GEOID03.
 GX0968
 GX0968.The dynamic height is computed by dividing the NAVD 88
 GX0968.geopotential number by the normal gravity value computed on the
 GX0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0968.degrees latitude (g = 980.6199 gals.).
 GX0968
 GX0968.The modeled gravity was interpolated from observed gravity values.
 GX0968
 GX0968;                    North         East    Units  Estimated Accuracy
 GX0968;SPC WV S     -   106,220.      610,550.      MT  (+/- 180 meters Scaled)
 GX0968
 GX0968                          SUPERSEDED SURVEY CONTROL
 GX0968
 GX0968  NGVD 29 (??/??/92)  887.523  (m)         2911.82   (f) ADJ UNCH    2 0
 GX0968
 GX0968.Superseded values are not recommended for survey control.
 GX0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0968.See file dsdata.txt to determine how the superseded data were derived.
 GX0968
 GX0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC105010(NAD 83)
 GX0968_MARKER: DB = BENCH MARK DISK
 GX0968_SETTING: 66 = SET IN ROCK OUTCROP
 GX0968_SP_SET: ROCK
 GX0968_STAMPING: P 209 1961
 GX0968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0968+STABILITY: POSITION/ELEVATION WELL
 GX0968
 GX0968  HISTORY     - Date     Condition        Report By
 GX0968  HISTORY     - 1961     MONUMENTED       CGS
 GX0968
 GX0968                          STATION DESCRIPTION
 GX0968
 GX0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0968'4.8 MI SE FROM LANDISBURG.
 GX0968'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0968'AT LANDISBURG, THENCE 2.85 MILES EAST ALONG A GRADED ROAD AND
 GX0968'ROUGH CROOKED MOUNTAIN ROAD, ABOUT 0.1 MILE EAST OF A Y JUNCTION
 GX0968'FORMED BY A WOODS ROAD LEADING SOUTHEAST DOWN THE MOUNTAIN, AT THE
 GX0968'INSIDE OF A CURVE, SET ON THE TOP OF A ROCK THAT IS 2 FEET WIDE
 GX0968'AND 1 1/2 FEET HIGH AND PROJECTS OUT OF A MOUNTAIN SIDE, 9 FEET
 GX0968'NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF THE SOUTH
 GX0968'EDGE OF THE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0796 ***********************************************************************
 KY0796  DESIGNATION -  P 21
 KY0796  PID         -  KY0796
 KY0796  STATE/COUNTY-  WV/HANCOCK
 KY0796  USGS QUAD   -  WEIRTON (1994)
 KY0796
 KY0796                         *CURRENT SURVEY CONTROL
 KY0796  ___________________________________________________________________
 KY0796* NAD 83(1986)-  40 29 57.     (N)    080 36 32.     (W)     SCALED    
 KY0796* NAVD 88     -       204.232  (meters)     670.05   (feet)  ADJUSTED  
 KY0796  ___________________________________________________________________
 KY0796  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KY0796  DYNAMIC HT  -         204.128 (meters)     669.71  (feet)  COMP
 KY0796  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 KY0796
 KY0796  VERT ORDER  -  FIRST     CLASS II
 KY0796
 KY0796.The horizontal coordinates were scaled from a topographic map and have
 KY0796.an estimated accuracy of +/- 6 seconds.
 KY0796
 KY0796.The orthometric height was determined by differential leveling
 KY0796.and adjusted by the National Geodetic Survey in June 1991..
 KY0796
 KY0796.The geoid height was determined by GEOID03.
 KY0796
 KY0796.The dynamic height is computed by dividing the NAVD 88
 KY0796.geopotential number by the normal gravity value computed on the
 KY0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0796.degrees latitude (g = 980.6199 gals.).
 KY0796
 KY0796.The modeled gravity was interpolated from observed gravity values.
 KY0796
 KY0796;                    North         East    Units  Estimated Accuracy
 KY0796;SPC WV N     -   222,540.      506,000.      MT  (+/- 180 meters Scaled)
 KY0796
 KY0796                          SUPERSEDED SURVEY CONTROL
 KY0796
 KY0796  NGVD 29 (??/??/92)  204.426  (m)          670.69   (f) ADJ UNCH    1 2
 KY0796
 KY0796.Superseded values are not recommended for survey control.
 KY0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0796.See file dsdata.txt to determine how the superseded data were derived.
 KY0796
 KY0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE331832(NAD 83)
 KY0796_MARKER: DB = BENCH MARK DISK
 KY0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0796_STAMPING: P 21 1935
 KY0796_MARK LOGO: CGS   
 KY0796_PROJECTION: PROJECTING 12 CENTIMETERS
 KY0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0796+STABILITY: SURFACE MOTION
 KY0796
 KY0796  HISTORY     - Date     Condition        Report By
 KY0796  HISTORY     - 1935     MONUMENTED       CGS
 KY0796  HISTORY     - 1983     GOOD             NGS
 KY0796
 KY0796                          STATION DESCRIPTION
 KY0796
 KY0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY0796'AT NEW CUMBERLAND.
 KY0796'AT NEW CUMBERLAND, HANCOCK COUNTY, 300 FEET NORTH OF THE NORTH
 KY0796'SIDE OF THE PENNSYLVANIA RAILROAD STATION AND STATE HIGHWAY
 KY0796'2, 48 FEET SOUTH OF POLE 7+28, 20 FEET WEST OF THE CENTER OF
 KY0796'THE MAIN TRACK, AND 25 FEET SOUTH OF THE CENTER OF A ROAD
 KY0796'CROSSING.  A STANDARD DISK, STAMPED P 21 1935 AND SET IN THE
 KY0796'TOP OF A CONCRETE POST.
 KY0796
 KY0796                          STATION RECOVERY (1983)
 KY0796
 KY0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0796'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN NEW
 KY0796'CUMBERLAND, 0.55 KM (0.35 MI) NORTH ALONG STATE HIGHWAY 2 FROM THE
 KY0796'POST OFFICE, THENCE 0.1 KM (0.05 MI) EAST ALONG JEFFERSON STREET TO
 KY0796'THE MARK ON THE RIGHT, AT THE RAILROAD CROSSING, 14.32 METERS
 KY0796'(47.0 FT) EAST OF THE NORTHEAST CORNER OF A THREE-STORY BRICK
 KY0796'BUILDING, 8.70 METERS (28.5 FT) SOUTHWEST OF THE CENTER OF THE
 KY0796'CROSSING, 5.66 METERS (18.6 FT) WEST OF THE WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0940 ***********************************************************************
 GX0940  DESIGNATION -  P 210
 GX0940  PID         -  GX0940
 GX0940  STATE/COUNTY-  WV/GREENBRIER
 GX0940  USGS QUAD   -  RUPERT (1981)
 GX0940
 GX0940                         *CURRENT SURVEY CONTROL
 GX0940  ___________________________________________________________________
 GX0940* NAD 83(1986)-  37 57 47.     (N)    080 41 27.     (W)     SCALED    
 GX0940* NAVD 88     -       742.108  (meters)    2434.73   (feet)  ADJUSTED  
 GX0940  ___________________________________________________________________
 GX0940  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GX0940  DYNAMIC HT  -         741.490 (meters)    2432.71  (feet)  COMP
 GX0940  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GX0940
 GX0940  VERT ORDER  -  SECOND    CLASS 0
 GX0940
 GX0940.The horizontal coordinates were scaled from a topographic map and have
 GX0940.an estimated accuracy of +/- 6 seconds.
 GX0940
 GX0940.The orthometric height was determined by differential leveling
 GX0940.and adjusted by the National Geodetic Survey in June 1991..
 GX0940
 GX0940.The geoid height was determined by GEOID03.
 GX0940
 GX0940.The dynamic height is computed by dividing the NAVD 88
 GX0940.geopotential number by the normal gravity value computed on the
 GX0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0940.degrees latitude (g = 980.6199 gals.).
 GX0940
 GX0940.The modeled gravity was interpolated from observed gravity values.
 GX0940
 GX0940;                    North         East    Units  Estimated Accuracy
 GX0940;SPC WV S     -   106,930.      627,170.      MT  (+/- 180 meters Scaled)
 GX0940
 GX0940                          SUPERSEDED SURVEY CONTROL
 GX0940
 GX0940  NGVD 29 (??/??/92)  742.248  (m)         2435.19   (f) ADJ UNCH    2 0
 GX0940
 GX0940.Superseded values are not recommended for survey control.
 GX0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0940.See file dsdata.txt to determine how the superseded data were derived.
 GX0940
 GX0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC271017(NAD 83)
 GX0940_MARKER: DB = BENCH MARK DISK
 GX0940_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0940_SP_SET: BUILDING
 GX0940_STAMPING: P 210 1961
 GX0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0940
 GX0940  HISTORY     - Date     Condition        Report By
 GX0940  HISTORY     - 1961     MONUMENTED       CGS
 GX0940
 GX0940                          STATION DESCRIPTION
 GX0940
 GX0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0940'AT RUPERT.
 GX0940'AT RUPERT, 0.1 MILE NORTHWEST OF THE POST OFFICE AT RUPERT, SET
 GX0940'VERTICALLY IN THE NORTHWEST FACE AND AT THE NORTH CORNER OF THE
 GX0940'MEADOW RIVER TELEPHONE COMPANY INC. BUILDING, 21 FEET SOUTHWEST
 GX0940'OF THE SOUTHWEST CURB LINE OF THE HIGHWAY, 1 1/2 FEET SOUTHWEST
 GX0940'OF THE NORTH CORNER OF THE BUILDING AND 2 FEET ABOVE THE LEVEL
 GX0940'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0881 ***********************************************************************
 GX0881  DESIGNATION -  P 211
 GX0881  PID         -  GX0881
 GX0881  STATE/COUNTY-  WV/SUMMERS
 GX0881  USGS QUAD   -  TALCOTT (1968)
 GX0881
 GX0881                         *CURRENT SURVEY CONTROL
 GX0881  ___________________________________________________________________
 GX0881* NAD 83(1986)-  37 40 22.     (N)    080 47 15.     (W)     SCALED    
 GX0881* NAVD 88     -       642.878  (meters)    2109.18   (feet)  ADJUSTED  
 GX0881  ___________________________________________________________________
 GX0881  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX0881  DYNAMIC HT  -         642.341 (meters)    2107.41  (feet)  COMP
 GX0881  MODELED GRAV-     979,774.5   (mgal)                       NAVD 88
 GX0881
 GX0881  VERT ORDER  -  SECOND    CLASS 0
 GX0881
 GX0881.The horizontal coordinates were scaled from a topographic map and have
 GX0881.an estimated accuracy of +/- 6 seconds.
 GX0881
 GX0881.The orthometric height was determined by differential leveling
 GX0881.and adjusted by the National Geodetic Survey in June 1991..
 GX0881
 GX0881.The geoid height was determined by GEOID03.
 GX0881
 GX0881.The dynamic height is computed by dividing the NAVD 88
 GX0881.geopotential number by the normal gravity value computed on the
 GX0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0881.degrees latitude (g = 980.6199 gals.).
 GX0881
 GX0881.The modeled gravity was interpolated from observed gravity values.
 GX0881
 GX0881;                    North         East    Units  Estimated Accuracy
 GX0881;SPC WV S     -    74,690.      618,750.      MT  (+/- 180 meters Scaled)
 GX0881
 GX0881                          SUPERSEDED SURVEY CONTROL
 GX0881
 GX0881  NGVD 29 (??/??/92)  643.04   (m)         2109.7    (f) COMPUTED    2 0
 GX0881
 GX0881.Superseded values are not recommended for survey control.
 GX0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0881.See file dsdata.txt to determine how the superseded data were derived.
 GX0881
 GX0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB187695(NAD 83)
 GX0881_MARKER: DB = BENCH MARK DISK
 GX0881_SETTING: 66 = SET IN ROCK OUTCROP
 GX0881_SP_SET: ROCK CUT
 GX0881_STAMPING: P 211 1961
 GX0881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0881+STABILITY: POSITION/ELEVATION WELL
 GX0881
 GX0881  HISTORY     - Date     Condition        Report By
 GX0881  HISTORY     - 1961     MONUMENTED       CGS
 GX0881
 GX0881                          STATION DESCRIPTION
 GX0881
 GX0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0881'6 MI NW FROM TALCOTT.
 GX0881'ABOUT 3.6 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0881'THE STATION AT TALCOTT, THENCE 2.4 MILES NORTH ALONG THE POWLEY
 GX0881'CREEK ROAD, ON THE SOUTHWEST SLOPE OF A MOUNTAIN, AT THE INSIDE
 GX0881'OF A CURVE, AT THE JUNCTION OF A NARROW ROAD LEADING EAST, SET
 GX0881'ON TOP OF A ROCK THAT IS 1 FOOT HIGH AND REACHES FROM THE ROAD
 GX0881'BACK INTO A 3 FOOT HIGH CUT BANK, 11 FEET SOUTHEAST OF THE CENTER
 GX0881'LINE OF THE ROAD, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 GX0881'JUNCTION, 2 1/2 FEET ABOVE THE LEVEL OF THE ROADS.  NOTE-- MARK
 GX0881'MAY BE REACHED FROM JUDSON BY GOING 0.6 MILE WEST ALONG A BLACK
 GX0881'TOP ROAD FROM THE T JUNCTION AT JUDSON, THENCE 2.9 MILES SOUTH
 GX0881'ALONG A GRADED ROAD, THENCE 0.4 MILE SOUTH ALONG POWLEY CREEK
 GX0881'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0907 ***********************************************************************
 GX0907  DESIGNATION -  P 212
 GX0907  PID         -  GX0907
 GX0907  STATE/COUNTY-  WV/GREENBRIER
 GX0907  USGS QUAD   -  DAWSON (1971)
 GX0907
 GX0907                         *CURRENT SURVEY CONTROL
 GX0907  ___________________________________________________________________
 GX0907* NAD 83(1986)-  37 49 26.     (N)    080 42 50.     (W)     SCALED    
 GX0907* NAVD 88     -       750.972  (meters)    2463.81   (feet)  ADJUSTED  
 GX0907  ___________________________________________________________________
 GX0907  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX0907  DYNAMIC HT  -         750.339 (meters)    2461.74  (feet)  COMP
 GX0907  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 GX0907
 GX0907  VERT ORDER  -  SECOND    CLASS 0
 GX0907
 GX0907.The horizontal coordinates were scaled from a topographic map and have
 GX0907.an estimated accuracy of +/- 6 seconds.
 GX0907
 GX0907.The orthometric height was determined by differential leveling
 GX0907.and adjusted by the National Geodetic Survey in June 1991..
 GX0907
 GX0907.The geoid height was determined by GEOID03.
 GX0907
 GX0907.The dynamic height is computed by dividing the NAVD 88
 GX0907.geopotential number by the normal gravity value computed on the
 GX0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0907.degrees latitude (g = 980.6199 gals.).
 GX0907
 GX0907.The modeled gravity was interpolated from observed gravity values.
 GX0907
 GX0907;                    North         East    Units  Estimated Accuracy
 GX0907;SPC WV S     -    91,480.      625,190.      MT  (+/- 180 meters Scaled)
 GX0907
 GX0907                          SUPERSEDED SURVEY CONTROL
 GX0907
 GX0907  NGVD 29 (??/??/92)  751.125  (m)         2464.32   (f) ADJ UNCH    2 0
 GX0907
 GX0907.Superseded values are not recommended for survey control.
 GX0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0907.See file dsdata.txt to determine how the superseded data were derived.
 GX0907
 GX0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB251863(NAD 83)
 GX0907_MARKER: DB = BENCH MARK DISK
 GX0907_SETTING: 66 = SET IN ROCK OUTCROP
 GX0907_SP_SET: ROCK LEDGE
 GX0907_STAMPING: P 212 1961
 GX0907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0907+STABILITY: POSITION/ELEVATION WELL
 GX0907
 GX0907  HISTORY     - Date     Condition        Report By
 GX0907  HISTORY     - 1961     MONUMENTED       CGS
 GX0907  HISTORY     - 1971     MARK NOT FOUND   USGS
 GX0907
 GX0907                          STATION DESCRIPTION
 GX0907
 GX0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0907'0.5 MI SE FROM GRASSY MEADOWS.
 GX0907'ABOUT 0.5 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 GX0907'OFFICE AT GRASSY MEADOWS, AT THE OUTSIDE OF A LONG CURVE, SET
 GX0907'ON THE TOP OF A 1 FOOT LEDGE THAT IS ON THE WEST FACE OF A ROCK
 GX0907'THAT IS 10 FEET LONG AND 4 FEET HIGH AND IS PART OF A 20 FOOT
 GX0907'CUT, 14 FEET EAST OF THE CENTER LINE OF THE ROAD, 4 FEET NORTH
 GX0907'OF THE SOUTH END OF THE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF
 GX0907'THE ROAD.
 GX0907
 GX0907                          STATION RECOVERY (1971)
 GX0907
 GX0907'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GX0907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0915 ***********************************************************************
 GX0915  DESIGNATION -  P 213
 GX0915  PID         -  GX0915
 GX0915  STATE/COUNTY-  WV/GREENBRIER
 GX0915  USGS QUAD   -  DAWSON (1971)
 GX0915
 GX0915                         *CURRENT SURVEY CONTROL
 GX0915  ___________________________________________________________________
 GX0915* NAD 83(1986)-  37 52 25.     (N)    080 43 38.     (W)     SCALED    
 GX0915* NAVD 88     -       754.127  (meters)    2474.16   (feet)  ADJUSTED  
 GX0915  ___________________________________________________________________
 GX0915  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX0915  DYNAMIC HT  -         753.490 (meters)    2472.08  (feet)  COMP
 GX0915  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 GX0915
 GX0915  VERT ORDER  -  SECOND    CLASS 0
 GX0915
 GX0915.The horizontal coordinates were scaled from a topographic map and have
 GX0915.an estimated accuracy of +/- 6 seconds.
 GX0915
 GX0915.The orthometric height was determined by differential leveling
 GX0915.and adjusted by the National Geodetic Survey in June 1991..
 GX0915
 GX0915.The geoid height was determined by GEOID03.
 GX0915
 GX0915.The dynamic height is computed by dividing the NAVD 88
 GX0915.geopotential number by the normal gravity value computed on the
 GX0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0915.degrees latitude (g = 980.6199 gals.).
 GX0915
 GX0915.The modeled gravity was interpolated from observed gravity values.
 GX0915
 GX0915;                    North         East    Units  Estimated Accuracy
 GX0915;SPC WV S     -    97,000.      624,000.      MT  (+/- 180 meters Scaled)
 GX0915
 GX0915                          SUPERSEDED SURVEY CONTROL
 GX0915
 GX0915  NGVD 29 (??/??/92)  754.271  (m)         2474.64   (f) ADJ UNCH    2 0
 GX0915
 GX0915.Superseded values are not recommended for survey control.
 GX0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0915.See file dsdata.txt to determine how the superseded data were derived.
 GX0915
 GX0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB239918(NAD 83)
 GX0915_MARKER: DB = BENCH MARK DISK
 GX0915_SETTING: 66 = SET IN ROCK OUTCROP
 GX0915_SP_SET: ROCK LEDGE
 GX0915_STAMPING: P 213 1961
 GX0915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0915+STABILITY: POSITION/ELEVATION WELL
 GX0915
 GX0915  HISTORY     - Date     Condition        Report By
 GX0915  HISTORY     - 1961     MONUMENTED       CGS
 GX0915
 GX0915                          STATION DESCRIPTION
 GX0915
 GX0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0915'1.8 MI NW FROM DAWSON.
 GX0915'ABOUT 1.45 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM A T
 GX0915'ROAD JUNCTION AT DAWSON, THENCE 0.35 MILE NORTH ALONG A BLACK
 GX0915'TOP ROAD, 0.1 MILE NORTH OF THE JUNCTION OF A GRADED ROAD
 GX0915'LEADING WEST, ON THE NORTH SLOPE OF A HILL, SET VERTICALLY IN
 GX0915'THE NORTHEAST FACE OF A ROCK LEDGE THAT IS 25 YARDS LONG AND
 GX0915'2 FEET HIGH, AT THE BASE OF A CUT, 13 FEET WEST OF THE CENTER
 GX0915'LINE OF THE ROAD, 70 FEET SOUTH OF THE NORTH END OF THE CUT
 GX0915'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0924 ***********************************************************************
 GX0924  DESIGNATION -  P 214
 GX0924  PID         -  GX0924
 GX0924  STATE/COUNTY-  WV/GREENBRIER
 GX0924  USGS QUAD   -  RUPERT (1981)
 GX0924
 GX0924                         *CURRENT SURVEY CONTROL
 GX0924  ___________________________________________________________________
 GX0924* NAD 83(1986)-  37 54 43.     (N)    080 40 11.     (W)     SCALED    
 GX0924* NAVD 88     -       747.005  (meters)    2450.80   (feet)  ADJUSTED  
 GX0924  ___________________________________________________________________
 GX0924  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX0924  DYNAMIC HT  -         746.379 (meters)    2448.75  (feet)  COMP
 GX0924  MODELED GRAV-     979,765.9   (mgal)                       NAVD 88
 GX0924
 GX0924  VERT ORDER  -  SECOND    CLASS 0
 GX0924
 GX0924.The horizontal coordinates were scaled from a topographic map and have
 GX0924.an estimated accuracy of +/- 6 seconds.
 GX0924
 GX0924.The orthometric height was determined by differential leveling
 GX0924.and adjusted by the National Geodetic Survey in June 1991..
 GX0924
 GX0924.The geoid height was determined by GEOID03.
 GX0924
 GX0924.The dynamic height is computed by dividing the NAVD 88
 GX0924.geopotential number by the normal gravity value computed on the
 GX0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0924.degrees latitude (g = 980.6199 gals.).
 GX0924
 GX0924.The modeled gravity was interpolated from observed gravity values.
 GX0924
 GX0924;                    North         East    Units  Estimated Accuracy
 GX0924;SPC WV S     -   101,270.      629,040.      MT  (+/- 180 meters Scaled)
 GX0924
 GX0924                          SUPERSEDED SURVEY CONTROL
 GX0924
 GX0924  NGVD 29 (??/??/92)  747.150  (m)         2451.27   (f) ADJ UNCH    2 0
 GX0924
 GX0924.Superseded values are not recommended for survey control.
 GX0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0924.See file dsdata.txt to determine how the superseded data were derived.
 GX0924
 GX0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB290960(NAD 83)
 GX0924_MARKER: DB = BENCH MARK DISK
 GX0924_SETTING: 66 = SET IN ROCK OUTCROP
 GX0924_SP_SET: ROCK LEDGE
 GX0924_STAMPING: P 214 1961
 GX0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0924+STABILITY: POSITION/ELEVATION WELL
 GX0924
 GX0924  HISTORY     - Date     Condition        Report By
 GX0924  HISTORY     - 1961     MONUMENTED       CGS
 GX0924
 GX0924                          STATION DESCRIPTION
 GX0924
 GX0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0924'1.4 MI W FROM MEADOW BLUFF.
 GX0924'ABOUT 1.35 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX0924'AT MEADOW BLUFF, 0.3 MILE EAST OF A 35 FOOT LONG BRIDGE OVER MEADOW
 GX0924'RIVER, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A GRADED ROAD LEADING
 GX0924'NORTH, ON THE NORTH SLOPE OF A HILL, AT THE INSIDE OF A CURVE,
 GX0924'SET VERTICALLY IN THE SOUTH FACE OF A ROCK LEDGE THAT IS 5 FEET
 GX0924'LONG AND 2 1/2 FEET HIGH, 19 FEET NORTHEAST OF THE CENTER LINE
 GX0924'OF THE ROAD, 2 FEET EAST OF THE WEST END OF THE LEDGE AND 3 FEET
 GX0924'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0121 ***********************************************************************
 GX0121  DESIGNATION -  P 215
 GX0121  PID         -  GX0121
 GX0121  STATE/COUNTY-  WV/GREENBRIER
 GX0121  USGS QUAD   -  LEWISBURG (1979)
 GX0121
 GX0121                         *CURRENT SURVEY CONTROL
 GX0121  ___________________________________________________________________
 GX0121* NAD 83(1986)-  37 47 38.     (N)    080 25 39.     (W)     SCALED    
 GX0121* NAVD 88     -       684.529  (meters)    2245.83   (feet)  ADJUSTED  
 GX0121  ___________________________________________________________________
 GX0121  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GX0121  DYNAMIC HT  -         683.956 (meters)    2243.95  (feet)  COMP
 GX0121  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GX0121
 GX0121  VERT ORDER  -  FIRST     CLASS II
 GX0121
 GX0121.The horizontal coordinates were scaled from a topographic map and have
 GX0121.an estimated accuracy of +/- 6 seconds.
 GX0121
 GX0121.The orthometric height was determined by differential leveling
 GX0121.and adjusted by the National Geodetic Survey in June 1991..
 GX0121
 GX0121.The geoid height was determined by GEOID03.
 GX0121
 GX0121.The dynamic height is computed by dividing the NAVD 88
 GX0121.geopotential number by the normal gravity value computed on the
 GX0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0121.degrees latitude (g = 980.6199 gals.).
 GX0121
 GX0121.The modeled gravity was interpolated from observed gravity values.
 GX0121
 GX0121;                    North         East    Units  Estimated Accuracy
 GX0121;SPC WV S     -    88,270.      650,420.      MT  (+/- 180 meters Scaled)
 GX0121
 GX0121                          SUPERSEDED SURVEY CONTROL
 GX0121
 GX0121  NGVD 29 (??/??/92)  684.670  (m)         2246.29   (f) ADJ UNCH    1 2
 GX0121
 GX0121.Superseded values are not recommended for survey control.
 GX0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0121.See file dsdata.txt to determine how the superseded data were derived.
 GX0121
 GX0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB504831(NAD 83)
 GX0121_MARKER: DB = BENCH MARK DISK
 GX0121_SETTING: 66 = SET IN ROCK OUTCROP
 GX0121_SP_SET: ROCK
 GX0121_STAMPING: P 215 1961
 GX0121_MARK LOGO: CGS   
 GX0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0121+STABILITY: POSITION/ELEVATION WELL
 GX0121
 GX0121  HISTORY     - Date     Condition        Report By
 GX0121  HISTORY     - 1961     MONUMENTED       CGS
 GX0121  HISTORY     - 1983     GOOD             NGS
 GX0121  HISTORY     - 1984     GOOD             NGS
 GX0121
 GX0121                          STATION DESCRIPTION
 GX0121
 GX0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0121'1.1 MI SE FROM LEWISBURG.
 GX0121'ABOUT 1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0121'OFFICE AT LEWISBURG, NEAR THE JUNCTION OF A PRIVATE DRIVE LEADING
 GX0121'NORTH, SET ON THE TOP OF THE WEST END OF A LARGE ROCK THAT IS
 GX0121'AT THE WEST END OF A 10-FOOT HIGH CUT, NEAR THE LEWISBURG CITY
 GX0121'LIMIT SIGN, 20 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 23
 GX0121'FEET EAST OF THE CENTER LINE OF THE DRIVE NORTH, 18 FEET SOUTH OF
 GX0121'A FIRE PLUG, 1 1/2 FEET EAST OF THE WEST END OF THE ROCK AND
 GX0121'2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX0121
 GX0121                          STATION RECOVERY (1983)
 GX0121
 GX0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0121'RECOVERED IN GOOD CONDITION.
 GX0121
 GX0121                          STATION RECOVERY (1984)
 GX0121
 GX0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1006 ***********************************************************************
 GX1006  DESIGNATION -  P 216
 GX1006  PID         -  GX1006
 GX1006  STATE/COUNTY-  WV/GREENBRIER
 GX1006  USGS QUAD   -  ASBURY (1979)
 GX1006
 GX1006                         *CURRENT SURVEY CONTROL
 GX1006  ___________________________________________________________________
 GX1006* NAD 83(1986)-  37 47 06.     (N)    080 35 30.     (W)     SCALED    
 GX1006* NAVD 88     -       515.511  (meters)    1691.31   (feet)  ADJUSTED  
 GX1006  ___________________________________________________________________
 GX1006  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX1006  DYNAMIC HT  -         515.093 (meters)    1689.93  (feet)  COMP
 GX1006  MODELED GRAV-     979,801.6   (mgal)                       NAVD 88
 GX1006
 GX1006  VERT ORDER  -  SECOND    CLASS 0
 GX1006
 GX1006.The horizontal coordinates were scaled from a topographic map and have
 GX1006.an estimated accuracy of +/- 6 seconds.
 GX1006
 GX1006.The orthometric height was determined by differential leveling
 GX1006.and adjusted by the National Geodetic Survey in June 1991..
 GX1006
 GX1006.The geoid height was determined by GEOID03.
 GX1006
 GX1006.The dynamic height is computed by dividing the NAVD 88
 GX1006.geopotential number by the normal gravity value computed on the
 GX1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1006.degrees latitude (g = 980.6199 gals.).
 GX1006
 GX1006.The modeled gravity was interpolated from observed gravity values.
 GX1006
 GX1006;                    North         East    Units  Estimated Accuracy
 GX1006;SPC WV S     -    87,210.      635,970.      MT  (+/- 180 meters Scaled)
 GX1006
 GX1006                          SUPERSEDED SURVEY CONTROL
 GX1006
 GX1006  NGVD 29 (??/??/92)  515.678  (m)         1691.85   (f) ADJ UNCH    2 0
 GX1006
 GX1006.Superseded values are not recommended for survey control.
 GX1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1006.See file dsdata.txt to determine how the superseded data were derived.
 GX1006
 GX1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB359820(NAD 83)
 GX1006_MARKER: DB = BENCH MARK DISK
 GX1006_SETTING: 66 = SET IN ROCK OUTCROP
 GX1006_SP_SET: ROCK LEDGE
 GX1006_STAMPING: P 216 1961
 GX1006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1006+STABILITY: POSITION/ELEVATION WELL
 GX1006
 GX1006  HISTORY     - Date     Condition        Report By
 GX1006  HISTORY     - 1961     MONUMENTED       CGS
 GX1006
 GX1006                          STATION DESCRIPTION
 GX1006
 GX1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1006'5.6 MI NE FROM ALDERSON.
 GX1006'ABOUT 5.6 MILES NORTHEAST ALONG STATE HIGHWAY 12 FROM THE NORTH
 GX1006'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, 3.3 MILES SOUTHWEST
 GX1006'ALONG STATE HIGHWAY 12 FROM THE WEST POINT BAPTIST CHURCH AT
 GX1006'ASBURY, 1.0 MILE NORTH OF THE JUNCTION OF COUNTY ROAD NO. 3
 GX1006'LEADING SOUTHEAST FROM THE HIGHWAY, 0.3 MILE NORTHEAST OF A
 GX1006'25 FOOT CONCRETE BRIDGE OVER MILL CREEK, SET VERTICALLY IN THE
 GX1006'WEST FACE OF A ROCK LEDGE THAT IS AT THE SOUTHWEST END OF A LONG
 GX1006'ROCK CUT, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY
 GX1006'AND 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0133 ***********************************************************************
 GX0133  DESIGNATION -  P 217
 GX0133  PID         -  GX0133
 GX0133  STATE/COUNTY-  WV/GREENBRIER
 GX0133  USGS QUAD   -  LEWISBURG (1979)
 GX0133
 GX0133                         *CURRENT SURVEY CONTROL
 GX0133  ___________________________________________________________________
 GX0133* NAD 83(1986)-  37 51 58.     (N)    080 28 58.     (W)     SCALED    
 GX0133* NAVD 88     -       630.098  (meters)    2067.25   (feet)  ADJUSTED  
 GX0133  ___________________________________________________________________
 GX0133  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX0133  DYNAMIC HT  -         629.580 (meters)    2065.55  (feet)  COMP
 GX0133  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GX0133
 GX0133  VERT ORDER  -  SECOND    CLASS 0
 GX0133
 GX0133.The horizontal coordinates were scaled from a topographic map and have
 GX0133.an estimated accuracy of +/- 6 seconds.
 GX0133
 GX0133.The orthometric height was determined by differential leveling
 GX0133.and adjusted by the National Geodetic Survey in June 1991..
 GX0133
 GX0133.The geoid height was determined by GEOID03.
 GX0133
 GX0133.The dynamic height is computed by dividing the NAVD 88
 GX0133.geopotential number by the normal gravity value computed on the
 GX0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0133.degrees latitude (g = 980.6199 gals.).
 GX0133
 GX0133.The modeled gravity was interpolated from observed gravity values.
 GX0133
 GX0133;                    North         East    Units  Estimated Accuracy
 GX0133;SPC WV S     -    96,260.      645,510.      MT  (+/- 180 meters Scaled)
 GX0133
 GX0133                          SUPERSEDED SURVEY CONTROL
 GX0133
 GX0133  NGVD 29 (??/??/92)  630.253  (m)         2067.76   (f) ADJ UNCH    2 0
 GX0133
 GX0133.Superseded values are not recommended for survey control.
 GX0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0133.See file dsdata.txt to determine how the superseded data were derived.
 GX0133
 GX0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB454910(NAD 83)
 GX0133_MARKER: DB = BENCH MARK DISK
 GX0133_SETTING: 66 = SET IN ROCK OUTCROP
 GX0133_SP_SET: ROCK LEDGE
 GX0133_STAMPING: P 217 1961
 GX0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0133+STABILITY: POSITION/ELEVATION WELL
 GX0133
 GX0133  HISTORY     - Date     Condition        Report By
 GX0133  HISTORY     - 1961     MONUMENTED       CGS
 GX0133  HISTORY     - 1983     GOOD             NGS
 GX0133
 GX0133                          STATION DESCRIPTION
 GX0133
 GX0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0133'5.2 MI NW FROM LEWISBURG.
 GX0133'ABOUT 5.25 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0133'OFFICE AT LEWISBURG, AT THE JUNCTION OF COUNTY ROAD NO. 19 LEADING
 GX0133'NORTH TO UNUS, SET ON THE TOP OF THE NORTHEAST END OF A 2 FOOT
 GX0133'HIGH LEDGE OF ROCK, 77 FEET NORTHEAST OF THE CENTER LINE OF THE
 GX0133'HIGHWAY AT THE JUNCTION, 16 FEET SOUTHEAST OF THE CENTER LINE OF
 GX0133'THE COUNTY ROAD, 4 FEET WEST OF A 6 INCH MAPLE TREE IN A FENCE
 GX0133'LINE, 1/2 FOOT SOUTHEAST OF THE SOUTHWEST EDGE OF THE LEDGE AND
 GX0133'3 FEET ABOVE THE LEVEL OF THE ROAD.
 GX0133
 GX0133                          STATION RECOVERY (1983)
 GX0133
 GX0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1987 ***********************************************************************
 HX1987  DESIGNATION -  P 218
 HX1987  PID         -  HX1987
 HX1987  STATE/COUNTY-  WV/FAYETTE
 HX1987  USGS QUAD   -  ANSTED (1976)
 HX1987
 HX1987                         *CURRENT SURVEY CONTROL
 HX1987  ___________________________________________________________________
 HX1987* NAD 83(1986)-  38 09 04.     (N)    081 05 41.     (W)     SCALED    
 HX1987* NAVD 88     -       532.129  (meters)    1745.83   (feet)  ADJUSTED  
 HX1987  ___________________________________________________________________
 HX1987  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HX1987  DYNAMIC HT  -         531.740 (meters)    1744.55  (feet)  COMP
 HX1987  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 HX1987
 HX1987  VERT ORDER  -  SECOND    CLASS 0
 HX1987
 HX1987.The horizontal coordinates were scaled from a topographic map and have
 HX1987.an estimated accuracy of +/- 6 seconds.
 HX1987
 HX1987.The orthometric height was determined by differential leveling
 HX1987.and adjusted by the National Geodetic Survey in June 1991..
 HX1987
 HX1987.The geoid height was determined by GEOID03.
 HX1987
 HX1987.The dynamic height is computed by dividing the NAVD 88
 HX1987.geopotential number by the normal gravity value computed on the
 HX1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1987.degrees latitude (g = 980.6199 gals.).
 HX1987
 HX1987.The modeled gravity was interpolated from observed gravity values.
 HX1987
 HX1987;                    North         East    Units  Estimated Accuracy
 HX1987;SPC WV S     -   127,760.      591,700.      MT  (+/- 180 meters Scaled)
 HX1987
 HX1987                          SUPERSEDED SURVEY CONTROL
 HX1987
 HX1987  NGVD 29 (??/??/92)  532.313  (m)         1746.43   (f) ADJ UNCH    2 0
 HX1987
 HX1987.Superseded values are not recommended for survey control.
 HX1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1987.See file dsdata.txt to determine how the superseded data were derived.
 HX1987
 HX1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC917225(NAD 83)
 HX1987_MARKER: DB = BENCH MARK DISK
 HX1987_SETTING: 66 = SET IN ROCK OUTCROP
 HX1987_SP_SET: ROCK OUTCROP
 HX1987_STAMPING: P 218 1961
 HX1987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1987+STABILITY: POSITION/ELEVATION WELL
 HX1987
 HX1987  HISTORY     - Date     Condition        Report By
 HX1987  HISTORY     - 1961     MONUMENTED       CGS
 HX1987
 HX1987                          STATION DESCRIPTION
 HX1987
 HX1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1987'2 MI N FROM ANSTED.
 HX1987'ABOUT 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1987'HIGH SCHOOL AT ANSTED, THENCE 1.55 MILES NORTH ALONG A BLACK TOP
 HX1987'ROAD, 0.5 MILE SOUTH OF THE JUNCTION OF A GRADED ROAD LEADING
 HX1987'NORTHEAST AND THE SUMMIT OF GAULEY MOUNTAIN, 0.15 MILE SOUTH OF
 HX1987'THE JUNCTION OF A PRIVATE ROAD LEADING TO A COAL MINE, SET ON THE
 HX1987'TOP OF A LARGE OUTCROP, ABOUT 50 YARDS WEST OF THE CENTER OF A
 HX1987'SHARP CURVE, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25
 HX1987'YARDS EAST OF THE WEST END OF THE OUTCROP AND 3 FEET ABOVE THE
 HX1987'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1147 ***********************************************************************
 HX1147  DESIGNATION -  P 219
 HX1147  PID         -  HX1147
 HX1147  STATE/COUNTY-  WV/FAYETTE
 HX1147  USGS QUAD   -  WINONA (1976)
 HX1147
 HX1147                         *CURRENT SURVEY CONTROL
 HX1147  ___________________________________________________________________
 HX1147* NAD 83(1986)-  38 03 56.     (N)    080 58 16.     (W)     SCALED    
 HX1147* NAVD 88     -       723.323  (meters)    2373.10   (feet)  ADJUSTED  
 HX1147  ___________________________________________________________________
 HX1147  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 HX1147  DYNAMIC HT  -         722.740 (meters)    2371.19  (feet)  COMP
 HX1147  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 HX1147
 HX1147  VERT ORDER  -  SECOND    CLASS 0
 HX1147
 HX1147.The horizontal coordinates were scaled from a topographic map and have
 HX1147.an estimated accuracy of +/- 6 seconds.
 HX1147
 HX1147.The orthometric height was determined by differential leveling
 HX1147.and adjusted by the National Geodetic Survey in June 1991..
 HX1147
 HX1147.The geoid height was determined by GEOID03.
 HX1147
 HX1147.The dynamic height is computed by dividing the NAVD 88
 HX1147.geopotential number by the normal gravity value computed on the
 HX1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1147.degrees latitude (g = 980.6199 gals.).
 HX1147
 HX1147.The modeled gravity was interpolated from observed gravity values.
 HX1147
 HX1147;                    North         East    Units  Estimated Accuracy
 HX1147;SPC WV S     -   118,260.      602,540.      MT  (+/- 180 meters Scaled)
 HX1147
 HX1147                          SUPERSEDED SURVEY CONTROL
 HX1147
 HX1147  NGVD 29 (??/??/92)  723.478  (m)         2373.61   (f) ADJ UNCH    2 0
 HX1147
 HX1147.Superseded values are not recommended for survey control.
 HX1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1147.See file dsdata.txt to determine how the superseded data were derived.
 HX1147
 HX1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC025130(NAD 83)
 HX1147_MARKER: DB = BENCH MARK DISK
 HX1147_SETTING: 66 = SET IN ROCK OUTCROP
 HX1147_SP_SET: ROCK CUT
 HX1147_STAMPING: P 219 1961
 HX1147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1147+STABILITY: POSITION/ELEVATION WELL
 HX1147
 HX1147  HISTORY     - Date     Condition        Report By
 HX1147  HISTORY     - 1961     MONUMENTED       CGS
 HX1147  HISTORY     - 1980     GOOD             LOCSUR
 HX1147
 HX1147                          STATION DESCRIPTION
 HX1147
 HX1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1147'0.7 MI NW FROM LOOKOUT.
 HX1147'ABOUT 0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL
 HX1147'HIGH SCHOOL AT LOOKOUT, ABOUT 0.15 MILE WEST OF THE JUNCTION
 HX1147'OF STATE HIGHWAY 82, SET VERTICALLY IN THE SOUTH FACE OF A LARGE
 HX1147'ROCK CUT, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 24
 HX1147'FEET NORTHEAST OF THE CENTER OF AN OVERHEAD CROSSING OF A 28 WIRE
 HX1147'TELEGRAPH LINE, 66 FEET EAST OF THE WEST END OF THE ROCK CUT
 HX1147'AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX1147
 HX1147                          STATION RECOVERY (1980)
 HX1147
 HX1147'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HX1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0519 ***********************************************************************
 JX0519  DESIGNATION -  P 22
 JX0519  PID         -  JX0519
 JX0519  STATE/COUNTY-  WV/MARSHALL
 JX0519  USGS QUAD   -  LITTLETON (1976)
 JX0519
 JX0519                         *CURRENT SURVEY CONTROL
 JX0519  ___________________________________________________________________
 JX0519* NAD 83(1986)-  39 44 39.     (N)    080 32 29.     (W)     SCALED    
 JX0519* NAVD 88     -       293.519  (meters)     962.99   (feet)  ADJUSTED  
 JX0519  ___________________________________________________________________
 JX0519  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JX0519  DYNAMIC HT  -         293.349 (meters)     962.43  (feet)  COMP
 JX0519  MODELED GRAV-     980,037.7   (mgal)                       NAVD 88
 JX0519
 JX0519  VERT ORDER  -  FIRST     CLASS II
 JX0519
 JX0519.The horizontal coordinates were scaled from a topographic map and have
 JX0519.an estimated accuracy of +/- 6 seconds.
 JX0519
 JX0519.The orthometric height was determined by differential leveling
 JX0519.and adjusted by the National Geodetic Survey in June 1991..
 JX0519
 JX0519.The geoid height was determined by GEOID03.
 JX0519
 JX0519.The dynamic height is computed by dividing the NAVD 88
 JX0519.geopotential number by the normal gravity value computed on the
 JX0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0519.degrees latitude (g = 980.6199 gals.).
 JX0519
 JX0519.The modeled gravity was interpolated from observed gravity values.
 JX0519
 JX0519;                    North         East    Units  Estimated Accuracy
 JX0519;SPC WV N     -   138,640.      510,750.      MT  (+/- 180 meters Scaled)
 JX0519
 JX0519                          SUPERSEDED SURVEY CONTROL
 JX0519
 JX0519  NGVD 29 (??/??/92)  293.665  (m)          963.47   (f) ADJ UNCH    1 2
 JX0519
 JX0519.Superseded values are not recommended for survey control.
 JX0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0519.See file dsdata.txt to determine how the superseded data were derived.
 JX0519
 JX0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND392994(NAD 83)
 JX0519_MARKER: DB = BENCH MARK DISK
 JX0519_SETTING: 80 = SET IN A BOULDER
 JX0519_SP_SET: BOULDER
 JX0519_STAMPING: P-22 1935
 JX0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0519+STABILITY: SURFACE MOTION
 JX0519
 JX0519  HISTORY     - Date     Condition        Report By
 JX0519  HISTORY     - 1935     MONUMENTED       CGS
 JX0519  HISTORY     - 1957     MARK NOT FOUND   NGS
 JX0519
 JX0519                          STATION DESCRIPTION
 JX0519
 JX0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0519'2 MI SE FROM DENVER.
 JX0519'2 MI. SOUTHEAST OF B. AND O. RR. STA. AT DENVER.
 JX0519'ALONG BALTIMORE AND OHIO RAILROAD, 120 FEET NORTH OF TELEGRAPH
 JX0519'POLE 342/15, 12 FEET WEST OF NEAREST RAIL OF TRACK, 3 FEET BELOW
 JX0519'TRACK, SET IN LARGE FLAT TOP BOULDER.
 JX0519
 JX0519                          STATION RECOVERY (1957)
 JX0519
 JX0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 JX0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1973 ***********************************************************************
 HX1973  DESIGNATION -  P 220
 HX1973  PID         -  HX1973
 HX1973  STATE/COUNTY-  WV/FAYETTE
 HX1973  USGS QUAD   -  ANSTED (1976)
 HX1973
 HX1973                         *CURRENT SURVEY CONTROL
 HX1973  ___________________________________________________________________
 HX1973* NAD 83(1986)-  38 08 29.     (N)    081 03 19.     (W)     SCALED    
 HX1973* NAVD 88     -       466.864  (meters)    1531.70   (feet)  ADJUSTED  
 HX1973  ___________________________________________________________________
 HX1973  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 HX1973  DYNAMIC HT  -         466.514 (meters)    1530.55  (feet)  COMP
 HX1973  MODELED GRAV-     979,865.1   (mgal)                       NAVD 88
 HX1973
 HX1973  VERT ORDER  -  SECOND    CLASS 0
 HX1973
 HX1973.The horizontal coordinates were scaled from a topographic map and have
 HX1973.an estimated accuracy of +/- 6 seconds.
 HX1973
 HX1973.The orthometric height was determined by differential leveling
 HX1973.and adjusted by the National Geodetic Survey in June 1991..
 HX1973
 HX1973.The geoid height was determined by GEOID03.
 HX1973
 HX1973.The dynamic height is computed by dividing the NAVD 88
 HX1973.geopotential number by the normal gravity value computed on the
 HX1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1973.degrees latitude (g = 980.6199 gals.).
 HX1973
 HX1973.The modeled gravity was interpolated from observed gravity values.
 HX1973
 HX1973;                    North         East    Units  Estimated Accuracy
 HX1973;SPC WV S     -   126,680.      595,160.      MT  (+/- 180 meters Scaled)
 HX1973
 HX1973                          SUPERSEDED SURVEY CONTROL
 HX1973
 HX1973  NGVD 29 (??/??/92)  467.041  (m)         1532.28   (f) ADJ UNCH    2 0
 HX1973
 HX1973.Superseded values are not recommended for survey control.
 HX1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1973.See file dsdata.txt to determine how the superseded data were derived.
 HX1973
 HX1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC951215(NAD 83)
 HX1973_MARKER: DB = BENCH MARK DISK
 HX1973_SETTING: 66 = SET IN ROCK OUTCROP
 HX1973_SP_SET: ROCK OUTCROP
 HX1973_STAMPING: P 220 1961
 HX1973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1973+STABILITY: POSITION/ELEVATION WELL
 HX1973
 HX1973  HISTORY     - Date     Condition        Report By
 HX1973  HISTORY     - 1961     MONUMENTED       CGS
 HX1973
 HX1973                          STATION DESCRIPTION
 HX1973
 HX1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1973'3 MI NE FROM ANSTED.
 HX1973'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1973'HIGH SCHOOL AT ANSTED, THENCE 1.55 MILES NORTHEAST ALONG A BLACK
 HX1973'TOP ROAD, SET ON THE TOP OF A 6-BY-3-FOOT OUTCROP, 63 FEET SOUTH
 HX1973'OF THE CENTER LINE OF THE ROAD, 96 FEET SOUTHEAST AND ACROSS THE
 HX1973'ROAD FROM THE SOUTHEAST CORNER OF A TWO-STORY WOODEN FRAME HOUSE
 HX1973'WITH WEATHER SIDING, 141 FEET EAST OF THE SOUTHEAST END OF THE
 HX1973'NORTHEAST ONE OF TWO 36 INCH PIPE CULVERT UNDER THE ROAD FOR A
 HX1973'SMALL STREAM, 4 FEET NORTH OF THE SOUTH END OF THE OUTCROP AND
 HX1973'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1171 ***********************************************************************
 HX1171  DESIGNATION -  P 221
 HX1171  PID         -  HX1171
 HX1171  STATE/COUNTY-  WV/NICHOLAS
 HX1171  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1171
 HX1171                         *CURRENT SURVEY CONTROL
 HX1171  ___________________________________________________________________
 HX1171* NAD 83(1986)-  38 07 55.     (N)    080 52 53.     (W)     SCALED    
 HX1171* NAVD 88     -       572.089  (meters)    1876.93   (feet)  ADJUSTED  
 HX1171  ___________________________________________________________________
 HX1171  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HX1171  DYNAMIC HT  -         571.645 (meters)    1875.47  (feet)  COMP
 HX1171  MODELED GRAV-     979,834.9   (mgal)                       NAVD 88
 HX1171
 HX1171  VERT ORDER  -  SECOND    CLASS 0
 HX1171
 HX1171.The horizontal coordinates were scaled from a topographic map and have
 HX1171.an estimated accuracy of +/- 6 seconds.
 HX1171
 HX1171.The orthometric height was determined by differential leveling
 HX1171.and adjusted by the National Geodetic Survey in June 1991..
 HX1171
 HX1171.The geoid height was determined by GEOID03.
 HX1171
 HX1171.The dynamic height is computed by dividing the NAVD 88
 HX1171.geopotential number by the normal gravity value computed on the
 HX1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1171.degrees latitude (g = 980.6199 gals.).
 HX1171
 HX1171.The modeled gravity was interpolated from observed gravity values.
 HX1171
 HX1171;                    North         East    Units  Estimated Accuracy
 HX1171;SPC WV S     -   125,640.      610,400.      MT  (+/- 180 meters Scaled)
 HX1171
 HX1171                          SUPERSEDED SURVEY CONTROL
 HX1171
 HX1171  NGVD 29 (??/??/92)  572.251  (m)         1877.46   (f) ADJ UNCH    2 0
 HX1171
 HX1171.Superseded values are not recommended for survey control.
 HX1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1171.See file dsdata.txt to determine how the superseded data were derived.
 HX1171
 HX1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC103204(NAD 83)
 HX1171_MARKER: DB = BENCH MARK DISK
 HX1171_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1171_SP_SET: UNSPECIFIED ROCK
 HX1171_STAMPING: P 221 1961
 HX1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1171
 HX1171  HISTORY     - Date     Condition        Report By
 HX1171  HISTORY     - 1961     MONUMENTED       CGS
 HX1171
 HX1171                          STATION DESCRIPTION
 HX1171
 HX1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1171'2.2 MI N FROM NALLEN.
 HX1171'ABOUT 2.2 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE CENTER OF
 HX1171'THE BRIDGE OVER MEADOW RIVER AT NALLEN, 0.5 MILE SOUTH OF THE
 HX1171'SOUTH END OF THE BRIDGE OVER ANGLINS CREEK, SET VERTICALLY IN
 HX1171'THE EAST FACE OF A LARGE ROCK THAT IS ABOUT 40 FEET LONG AND 30
 HX1171'FEET WIDE AND 10 FEET HIGH AND IS LOCATED BETWEEN THE MEADOW
 HX1171'RIVER AND THE HIGHWAY, 28 FEET WEST OF THE CENTER LINE OF THE
 HX1171'HIGHWAY, 2 FEET SOUTH OF THE NORTHEAST CORNER OF THE ROCK AND
 HX1171'4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2756 ***********************************************************************
 HX2756  DESIGNATION -  P 222
 HX2756  PID         -  HX2756
 HX2756  STATE/COUNTY-  WV/FAYETTE
 HX2756  USGS QUAD   -  WINONA (1976)
 HX2756
 HX2756                         *CURRENT SURVEY CONTROL
 HX2756  ___________________________________________________________________
 HX2756* NAD 83(1986)-  38 00 02.     (N)    080 56 32.     (W)     SCALED    
 HX2756* NAVD 88     -       711.471  (meters)    2334.22   (feet)  ADJUSTED  
 HX2756  ___________________________________________________________________
 HX2756  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HX2756  DYNAMIC HT  -         710.887 (meters)    2332.30  (feet)  COMP
 HX2756  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 HX2756
 HX2756  VERT ORDER  -  SECOND    CLASS 0
 HX2756
 HX2756.The horizontal coordinates were scaled from a topographic map and have
 HX2756.an estimated accuracy of +/- 6 seconds.
 HX2756
 HX2756.The orthometric height was determined by differential leveling
 HX2756.and adjusted by the National Geodetic Survey in June 1991..
 HX2756
 HX2756.The geoid height was determined by GEOID03.
 HX2756
 HX2756.The dynamic height is computed by dividing the NAVD 88
 HX2756.geopotential number by the normal gravity value computed on the
 HX2756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2756.degrees latitude (g = 980.6199 gals.).
 HX2756
 HX2756.The modeled gravity was interpolated from observed gravity values.
 HX2756
 HX2756;                    North         East    Units  Estimated Accuracy
 HX2756;SPC WV S     -   111,050.      605,070.      MT  (+/- 180 meters Scaled)
 HX2756
 HX2756                          SUPERSEDED SURVEY CONTROL
 HX2756
 HX2756  NGVD 29 (??/??/92)  711.620  (m)         2334.71   (f) ADJ UNCH    2 0
 HX2756
 HX2756.Superseded values are not recommended for survey control.
 HX2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2756.See file dsdata.txt to determine how the superseded data were derived.
 HX2756
 HX2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC050058(NAD 83)
 HX2756_MARKER: DB = BENCH MARK DISK
 HX2756_SETTING: 66 = SET IN ROCK OUTCROP
 HX2756_SP_SET: ROCK CUT
 HX2756_STAMPING: P 222 1961
 HX2756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2756+STABILITY: POSITION/ELEVATION WELL
 HX2756
 HX2756  HISTORY     - Date     Condition        Report By
 HX2756  HISTORY     - 1961     MONUMENTED       CGS
 HX2756
 HX2756                          STATION DESCRIPTION
 HX2756
 HX2756'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2756'2 MI N FROM LANDISBURG.
 HX2756'ABOUT 1.95 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 HX2756'AT LANDISBURG, ABOUT 0.2 MILE NORTHEAST OF AN OVERHEAD CROSSING OF
 HX2756'THE CHESAPEAKE AND OHIO RAILWAY, 95 YARDS NORTHEAST OF THE CENTER
 HX2756'LINE OF A BLACK TOP ROAD LEADING NORTH, SET VERTICALLY IN THE WEST
 HX2756'FACE OF A ROCK CUT THAT IS ABOUT 30 YARDS LONG AND AT THE INSIDE
 HX2756'OF A CURVE, 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 81
 HX2756'FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NO. 306,
 HX2756'40 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK CUT AND 4 FEET
 HX2756'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1139 ***********************************************************************
 HX1139  DESIGNATION -  P 223
 HX1139  PID         -  HX1139
 HX1139  STATE/COUNTY-  WV/NICHOLAS
 HX1139  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1139
 HX1139                         *CURRENT SURVEY CONTROL
 HX1139  ___________________________________________________________________
 HX1139* NAD 83(1986)-  38 14 21.     (N)    080 53 10.     (W)     SCALED    
 HX1139* NAVD 88     -       492.070  (meters)    1614.40   (feet)  ADJUSTED  
 HX1139  ___________________________________________________________________
 HX1139  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HX1139  DYNAMIC HT  -         491.697 (meters)    1613.18  (feet)  COMP
 HX1139  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 HX1139
 HX1139  VERT ORDER  -  SECOND    CLASS 0
 HX1139
 HX1139.The horizontal coordinates were scaled from a topographic map and have
 HX1139.an estimated accuracy of +/- 6 seconds.
 HX1139
 HX1139.The orthometric height was determined by differential leveling
 HX1139.and adjusted by the National Geodetic Survey in June 1991..
 HX1139
 HX1139.The geoid height was determined by GEOID03.
 HX1139
 HX1139.The dynamic height is computed by dividing the NAVD 88
 HX1139.geopotential number by the normal gravity value computed on the
 HX1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1139.degrees latitude (g = 980.6199 gals.).
 HX1139
 HX1139.The modeled gravity was interpolated from observed gravity values.
 HX1139
 HX1139;                    North         East    Units  Estimated Accuracy
 HX1139;SPC WV S     -   137,540.      609,970.      MT  (+/- 180 meters Scaled)
 HX1139
 HX1139                          SUPERSEDED SURVEY CONTROL
 HX1139
 HX1139  NGVD 29 (??/??/92)  492.235  (m)         1614.94   (f) ADJ UNCH    2 0
 HX1139
 HX1139.Superseded values are not recommended for survey control.
 HX1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1139.See file dsdata.txt to determine how the superseded data were derived.
 HX1139
 HX1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC099323(NAD 83)
 HX1139_MARKER: DB = BENCH MARK DISK
 HX1139_SETTING: 66 = SET IN ROCK OUTCROP
 HX1139_SP_SET: ROCK CUT
 HX1139_STAMPING: P 223 1961
 HX1139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1139+STABILITY: POSITION/ELEVATION WELL
 HX1139
 HX1139  HISTORY     - Date     Condition        Report By
 HX1139  HISTORY     - 1961     MONUMENTED       CGS
 HX1139
 HX1139                          STATION DESCRIPTION
 HX1139
 HX1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1139'5.4 MI SW FROM SUMMERSVILLE.
 HX1139'ABOUT 3.55 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1139'AT SUMMERSVILLE, THENCE 1.85 MILES WEST ALONG A BLACK TOP ROAD,
 HX1139'0.15 MILE SOUTHWEST OF THE JUNCTION OF A GRADED ROAD LEADING
 HX1139'UP MC KEE CREEK, 0.45 MILE EAST OF THE DOTSON CHAPEL CHURCH AND
 HX1139'CEMETERY, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK CUT, NEAR
 HX1139'THE NORTH END OF A SHARP CURVE, 18 FEET WEST OF THE CENTER LINE
 HX1139'OF THE ROAD, 27 FEET NORTH OF THE SOUTH END OF THE CUT AND 2 FEET
 HX1139'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1066 ***********************************************************************
 HX1066  DESIGNATION -  P 224
 HX1066  PID         -  HX1066
 HX1066  STATE/COUNTY-  WV/NICHOLAS
 HX1066  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1066
 HX1066                         *CURRENT SURVEY CONTROL
 HX1066  ___________________________________________________________________
 HX1066* NAD 83(1986)-  38 19 33.     (N)    080 49 57.     (W)     SCALED    
 HX1066* NAVD 88     -       561.360  (meters)    1841.73   (feet)  ADJUSTED  
 HX1066  ___________________________________________________________________
 HX1066  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HX1066  DYNAMIC HT  -         560.936 (meters)    1840.34  (feet)  COMP
 HX1066  MODELED GRAV-     979,856.6   (mgal)                       NAVD 88
 HX1066
 HX1066  VERT ORDER  -  SECOND    CLASS 0
 HX1066
 HX1066.The horizontal coordinates were scaled from a topographic map and have
 HX1066.an estimated accuracy of +/- 6 seconds.
 HX1066
 HX1066.The orthometric height was determined by differential leveling
 HX1066.and adjusted by the National Geodetic Survey in June 1991..
 HX1066
 HX1066.The geoid height was determined by GEOID03.
 HX1066
 HX1066.The dynamic height is computed by dividing the NAVD 88
 HX1066.geopotential number by the normal gravity value computed on the
 HX1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1066.degrees latitude (g = 980.6199 gals.).
 HX1066
 HX1066.The modeled gravity was interpolated from observed gravity values.
 HX1066
 HX1066;                    North         East    Units  Estimated Accuracy
 HX1066;SPC WV S     -   147,170.      614,650.      MT  (+/- 180 meters Scaled)
 HX1066
 HX1066                          SUPERSEDED SURVEY CONTROL
 HX1066
 HX1066  NGVD 29 (??/??/92)  561.514  (m)         1842.23   (f) ADJ UNCH    2 0
 HX1066
 HX1066.Superseded values are not recommended for survey control.
 HX1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1066.See file dsdata.txt to determine how the superseded data were derived.
 HX1066
 HX1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC146419(NAD 83)
 HX1066_MARKER: DB = BENCH MARK DISK
 HX1066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1066_SP_SET: BRIDGE
 HX1066_STAMPING: P 224 1961
 HX1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1066
 HX1066  HISTORY     - Date     Condition        Report By
 HX1066  HISTORY     - 1961     MONUMENTED       CGS
 HX1066
 HX1066                          STATION DESCRIPTION
 HX1066
 HX1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1066'3.8 MI N FROM SUMMERSVILLE.
 HX1066'ABOUT 3.8 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1066'AT SUMMERSVILLE, ABOUT 1.0 MILE NORTH OF THE JUNCTION OF STATE
 HX1066'HIGHWAY 41, NEAR THE JUNCTION OF A BLACK TOP ROAD LEADING EAST
 HX1066'TO KIRKWOOD, SET ON THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 HX1066'BANNISTER OF THE BLACK TOP ROAD BRIDGE OVER MUDDLETY CREEK, 61
 HX1066'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET SOUTH OF THE
 HX1066'CENTER LINE OF THE ROAD, 4 FEET EAST OF THE WEST END OF THE
 HX1066'BANNISTER AND 3 FEET ABOVE THE LEVEL OF THE BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2776 ***********************************************************************
 HX2776  DESIGNATION -  P 224 RESET 1977
 HX2776  PID         -  HX2776
 HX2776  STATE/COUNTY-  WV/NICHOLAS
 HX2776  USGS QUAD   -  SUMMERSVILLE (1976)
 HX2776
 HX2776                         *CURRENT SURVEY CONTROL
 HX2776  ___________________________________________________________________
 HX2776* NAD 83(1986)-  38 19 33.     (N)    080 49 57.     (W)     SCALED    
 HX2776* NAVD 88     -       563.85   (+/-2cm)    1849.9    (feet)  VERTCON   
 HX2776  ___________________________________________________________________
 HX2776  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HX2776
 HX2776  VERT ORDER  -  THIRD (See Below)
 HX2776
 HX2776.The horizontal coordinates were scaled from a topographic map and have
 HX2776.an estimated accuracy of +/- 6 seconds.
 HX2776
 HX2776.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2776.The vertical order pertains to the NGVD 29 superseded value.
 HX2776
 HX2776.The geoid height was determined by GEOID03.
 HX2776
 HX2776;                    North         East    Units  Estimated Accuracy
 HX2776;SPC WV S     -   147,170.      614,650.      MT  (+/- 180 meters Scaled)
 HX2776
 HX2776                          SUPERSEDED SURVEY CONTROL
 HX2776
 HX2776  NGVD 29 (09/25/03)  564.01   (m)         1850.4    (f) RESET       3  
 HX2776
 HX2776.Superseded values are not recommended for survey control.
 HX2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2776.See file dsdata.txt to determine how the superseded data were derived.
 HX2776
 HX2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC146419(NAD 83)
 HX2776_MARKER: DB = BENCH MARK DISK
 HX2776_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HX2776_SP_SET: BANNISTER
 HX2776_STAMPING: P 224 RESET 1977
 HX2776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2776+STABILITY: SURFACE MOTION
 HX2776
 HX2776  HISTORY     - Date     Condition        Report By
 HX2776  HISTORY     - 1977     MONUMENTED       WVHD
 HX2776
 HX2776                          STATION DESCRIPTION
 HX2776
 HX2776'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1977
 HX2776'3.9 MI NORTH FROM SUMMERSVILLE.
 HX2776'3.9 MILES ALONG U.S. ROUTE NO 19 FROM THE COURTHOUSE IN SUMMERSVILLE,
 HX2776'1.1 MILES  NORTH OF THE JUNCTION OF STATE HIGHWAY ROUTE NO 41, NEAR
 HX2776'THE JUNCTION OF A BLACK TOP ROAD LEADING EAST TO KIRKWOOD, ON THE
 HX2776'TOP OF THE SOUTH BANNISTER, 1 FOOT FROM THE WEST CORNER OF THE
 HX2776'CONCRETE BRIDGE OVER MUDDLETY CREEK, 54 FEET EAST OF CENTERLINE
 HX2776'STATION 507+95 OF RELOCATED U.S. ROUTE 19, AND 28 FEET SOUTH OF THE
 HX2776'CENTERLINE OF ROAD ACROSS BRIDGE.
 HX2776'THE MARK IS 3 FT ABOVE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1225 ***********************************************************************
 HX1225  DESIGNATION -  P 225
 HX1225  PID         -  HX1225
 HX1225  STATE/COUNTY-  WV/NICHOLAS
 HX1225  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1225
 HX1225                         *CURRENT SURVEY CONTROL
 HX1225  ___________________________________________________________________
 HX1225* NAD 83(1986)-  38 16 12.     (N)    080 49 15.     (W)     SCALED    
 HX1225* NAVD 88     -       491.034  (meters)    1611.00   (feet)  ADJUSTED  
 HX1225  ___________________________________________________________________
 HX1225  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 HX1225  DYNAMIC HT  -         490.654 (meters)    1609.75  (feet)  COMP
 HX1225  MODELED GRAV-     979,840.5   (mgal)                       NAVD 88
 HX1225
 HX1225  VERT ORDER  -  SECOND    CLASS 0
 HX1225
 HX1225.The horizontal coordinates were scaled from a topographic map and have
 HX1225.an estimated accuracy of +/- 6 seconds.
 HX1225
 HX1225.The orthometric height was determined by differential leveling
 HX1225.and adjusted by the National Geodetic Survey in June 1991..
 HX1225
 HX1225.The geoid height was determined by GEOID03.
 HX1225
 HX1225.The dynamic height is computed by dividing the NAVD 88
 HX1225.geopotential number by the normal gravity value computed on the
 HX1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1225.degrees latitude (g = 980.6199 gals.).
 HX1225
 HX1225.The modeled gravity was interpolated from observed gravity values.
 HX1225
 HX1225;                    North         East    Units  Estimated Accuracy
 HX1225;SPC WV S     -   140,970.      615,680.      MT  (+/- 180 meters Scaled)
 HX1225
 HX1225                          SUPERSEDED SURVEY CONTROL
 HX1225
 HX1225  NGVD 29 (??/??/92)  491.189  (m)         1611.51   (f) ADJ UNCH    2 0
 HX1225
 HX1225.Superseded values are not recommended for survey control.
 HX1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1225.See file dsdata.txt to determine how the superseded data were derived.
 HX1225
 HX1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC156357(NAD 83)
 HX1225_MARKER: DB = BENCH MARK DISK
 HX1225_SETTING: 66 = SET IN ROCK OUTCROP
 HX1225_SP_SET: ROCK CUT
 HX1225_STAMPING: P 225 1961
 HX1225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1225+STABILITY: POSITION/ELEVATION WELL
 HX1225
 HX1225  HISTORY     - Date     Condition        Report By
 HX1225  HISTORY     - 1961     MONUMENTED       CGS
 HX1225
 HX1225                          STATION DESCRIPTION
 HX1225
 HX1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1225'2.2 MI SE FROM SUMMERSVILLE.
 HX1225'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1225'AT SUMMERSVILLE, THENCE 1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 39
 HX1225'0.8 MILE SOUTHEAST OF THE SUMMERSVILLE WATER WORK PLANT, 0.1
 HX1225'MILE NORTH OF THE NORTHWEST END OF THE HIGHWAY BRIDGE OVER GAULEY
 HX1225'RIVER, SET VERTICALLY IN THE NORTHEAST FACE OF A LARGE ROCK CUT,
 HX1225'(THE CUT IS ABOUT 140 YARDS LONG AND 50 FEET HIGH), NEAR THE
 HX1225'NORTHWEST END OF A SHARP CURVE, 27 1/2 FEET SOUTHWEST OF THE
 HX1225'CENTER LINE OF THE HIGHWAY, 120 FEET SOUTHEAST OF THE NORTHWEST
 HX1225'END OF THE CUT AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1043 ***********************************************************************
 HX1043  DESIGNATION -  P 226
 HX1043  PID         -  HX1043
 HX1043  STATE/COUNTY-  WV/NICHOLAS
 HX1043  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1043
 HX1043                         *CURRENT SURVEY CONTROL
 HX1043  ___________________________________________________________________
 HX1043* NAD 83(1986)-  38 20 19.     (N)    080 39 47.     (W)     SCALED    
 HX1043* NAVD 88     -       709.455  (meters)    2327.60   (feet)  ADJUSTED  
 HX1043  ___________________________________________________________________
 HX1043  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HX1043  DYNAMIC HT  -         708.903 (meters)    2325.79  (feet)  COMP
 HX1043  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 HX1043
 HX1043  VERT ORDER  -  SECOND    CLASS 0
 HX1043
 HX1043.The horizontal coordinates were scaled from a topographic map and have
 HX1043.an estimated accuracy of +/- 6 seconds.
 HX1043
 HX1043.The orthometric height was determined by differential leveling
 HX1043.and adjusted by the National Geodetic Survey in June 1991..
 HX1043
 HX1043.The geoid height was determined by GEOID03.
 HX1043
 HX1043.The dynamic height is computed by dividing the NAVD 88
 HX1043.geopotential number by the normal gravity value computed on the
 HX1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1043.degrees latitude (g = 980.6199 gals.).
 HX1043
 HX1043.The modeled gravity was interpolated from observed gravity values.
 HX1043
 HX1043;                    North         East    Units  Estimated Accuracy
 HX1043;SPC WV S     -   148,630.      629,460.      MT  (+/- 180 meters Scaled)
 HX1043
 HX1043                          SUPERSEDED SURVEY CONTROL
 HX1043
 HX1043  NGVD 29 (??/??/92)  709.600  (m)         2328.08   (f) ADJ UNCH    2 0
 HX1043
 HX1043.Superseded values are not recommended for survey control.
 HX1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1043.See file dsdata.txt to determine how the superseded data were derived.
 HX1043
 HX1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC294434(NAD 83)
 HX1043_MARKER: DB = BENCH MARK DISK
 HX1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1043_STAMPING: P 226 1961
 HX1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1043+STABILITY: SURFACE MOTION
 HX1043
 HX1043  HISTORY     - Date     Condition        Report By
 HX1043  HISTORY     - 1961     MONUMENTED       CGS
 HX1043
 HX1043                          STATION DESCRIPTION
 HX1043
 HX1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1043'0.8 MI NW FROM CRAIGSVILLE.
 HX1043'ABOUT 0.85 MILE NORTHWEST ALONG STATE HIGHWAY 41 FROM THE
 HX1043'JUNCTION OF STATE HIGHWAY 20 AT CRAIGSVILLE, NEAR THE JUNCTION
 HX1043'OF A GRADED ROAD LEADING EAST, 22 FEET EAST OF THE CENTER LINE
 HX1043'OF THE HIGHWAY, 35 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 HX1043'GRADED ROAD, 41 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 HX1043'THE ROAD AND THE HIGHWAY, 57 FEET SOUTHEAST OF POWER LINE POLE
 HX1043'NO. 638, 1 FOOT WEST OF A FENCE LINE, 2 FEET SOUTH OF A METAL
 HX1043'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 HX1043'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 HX1043'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1254 ***********************************************************************
 HX1254  DESIGNATION -  P 227
 HX1254  PID         -  HX1254
 HX1254  STATE/COUNTY-  WV/NICHOLAS
 HX1254  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1254
 HX1254                         *CURRENT SURVEY CONTROL
 HX1254  ___________________________________________________________________
 HX1254* NAD 83(1986)-  38 15 30.     (N)    080 38 57.     (W)     SCALED    
 HX1254* NAVD 88     -       754.040  (meters)    2473.88   (feet)  ADJUSTED  
 HX1254  ___________________________________________________________________
 HX1254  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX1254  DYNAMIC HT  -         753.437 (meters)    2471.90  (feet)  COMP
 HX1254  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 HX1254
 HX1254  VERT ORDER  -  SECOND    CLASS 0
 HX1254
 HX1254.The horizontal coordinates were scaled from a topographic map and have
 HX1254.an estimated accuracy of +/- 6 seconds.
 HX1254
 HX1254.The orthometric height was determined by differential leveling
 HX1254.and adjusted by the National Geodetic Survey in June 1991..
 HX1254
 HX1254.The geoid height was determined by GEOID03.
 HX1254
 HX1254.The dynamic height is computed by dividing the NAVD 88
 HX1254.geopotential number by the normal gravity value computed on the
 HX1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1254.degrees latitude (g = 980.6199 gals.).
 HX1254
 HX1254.The modeled gravity was interpolated from observed gravity values.
 HX1254
 HX1254;                    North         East    Units  Estimated Accuracy
 HX1254;SPC WV S     -   139,720.      630,700.      MT  (+/- 180 meters Scaled)
 HX1254
 HX1254                          SUPERSEDED SURVEY CONTROL
 HX1254
 HX1254  NGVD 29 (??/??/92)  754.183  (m)         2474.35   (f) ADJ UNCH    2 0
 HX1254
 HX1254.Superseded values are not recommended for survey control.
 HX1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1254.See file dsdata.txt to determine how the superseded data were derived.
 HX1254
 HX1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC306345(NAD 83)
 HX1254_MARKER: DB = BENCH MARK DISK
 HX1254_SETTING: 66 = SET IN ROCK OUTCROP
 HX1254_SP_SET: ROCK OUTCROP
 HX1254_STAMPING: P 227 1961
 HX1254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1254+STABILITY: POSITION/ELEVATION WELL
 HX1254
 HX1254  HISTORY     - Date     Condition        Report By
 HX1254  HISTORY     - 1961     MONUMENTED       CGS
 HX1254
 HX1254                          STATION DESCRIPTION
 HX1254
 HX1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1254'7.4 MI NE FROM NETTIE.
 HX1254'ABOUT 3.8 MILES EAST ALONG STATE HIGHWAY 20 AND 39 FROM THE
 HX1254'JUNCTION OF STATE HIGHWAY 20 LEADING SOUTH AT NETTIE, THENCE
 HX1254'3.6 MILES NORTH ALONG COUNTY ROADS NO. 8 AND 9, AT THE RICHWOOD
 HX1254'AIRPORT, ALONG THE NORTH SIDE OF THE EAST-WEST RUNWAY, ABOUT
 HX1254'160 YARDS NORTHWEST AND ACROSS THE RUNWAY FROM THE NORTHWEST
 HX1254'CORNER OF A HANGAR WITH METAL SIDING, 125 YARDS NORTH AND ACROSS
 HX1254'THE RUNWAY FROM THE NORTHWEST CORNER OF THE WEST HANGAR OF
 HX1254'FOUR, SET ON THE TOP OF A FLAT ROCK OUTCROP THAT IS 12 FEET
 HX1254'LONG AND 4 FEET WIDE, 5 FEET EAST OF THE WEST END OF THE ROCK AND
 HX1254'2 FEET ABOVE THE LEVEL OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1378 ***********************************************************************
 HX1378  DESIGNATION -  P 228
 HX1378  PID         -  HX1378
 HX1378  STATE/COUNTY-  WV/GREENBRIER
 HX1378  USGS QUAD   -  DUO (1995)
 HX1378
 HX1378                         *CURRENT SURVEY CONTROL
 HX1378  ___________________________________________________________________
 HX1378* NAD 83(1986)-  38 04 25.     (N)    080 30 44.     (W)     SCALED    
 HX1378* NAVD 88     -      1242.558  (meters)    4076.63   (feet)  ADJUSTED  
 HX1378  ___________________________________________________________________
 HX1378  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HX1378  DYNAMIC HT  -        1241.474 (meters)    4073.07  (feet)  COMP
 HX1378  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 HX1378
 HX1378  VERT ORDER  -  SECOND    CLASS 0
 HX1378
 HX1378.The horizontal coordinates were scaled from a topographic map and have
 HX1378.an estimated accuracy of +/- 6 seconds.
 HX1378
 HX1378.The orthometric height was determined by differential leveling
 HX1378.and adjusted by the National Geodetic Survey in June 1991..
 HX1378
 HX1378.The geoid height was determined by GEOID03.
 HX1378
 HX1378.The dynamic height is computed by dividing the NAVD 88
 HX1378.geopotential number by the normal gravity value computed on the
 HX1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1378.degrees latitude (g = 980.6199 gals.).
 HX1378
 HX1378.The modeled gravity was interpolated from observed gravity values.
 HX1378
 HX1378;                    North         East    Units  Estimated Accuracy
 HX1378;SPC WV S     -   119,270.      642,800.      MT  (+/- 180 meters Scaled)
 HX1378
 HX1378                          SUPERSEDED SURVEY CONTROL
 HX1378
 HX1378  NGVD 29 (??/??/92) 1242.669  (m)         4076.99   (f) ADJ UNCH    2 0
 HX1378
 HX1378.Superseded values are not recommended for survey control.
 HX1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1378.See file dsdata.txt to determine how the superseded data were derived.
 HX1378
 HX1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC427140(NAD 83)
 HX1378_MARKER: DB = BENCH MARK DISK
 HX1378_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1378_SP_SET: UNSPECIFIED ROCK
 HX1378_STAMPING: P 228 1961
 HX1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1378
 HX1378  HISTORY     - Date     Condition        Report By
 HX1378  HISTORY     - 1961     MONUMENTED       CGS
 HX1378
 HX1378                          STATION DESCRIPTION
 HX1378
 HX1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1378'4.9 MI SE FROM CLEARCO.
 HX1378'ABOUT 0.35 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX1378'AT CLEARCO, THENCE 4.55 MILES SOUTHEAST ALONG A GRADED ROAD,
 HX1378'0.4 MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING TO A STRIP
 HX1378'MINE, 0.25 MILE NORTHWEST OF THE JUNCTION OF A ROAD LEADING
 HX1378'SOUTHEAST TO THE GRASSY KNOB FIRE TOWER, NEAR THE SOUTHEAST
 HX1378'END OF A LARGE STRIP MINE AREA, SET IN THE TOP OF A LARGE FLAT
 HX1378'ROCK THAT IS ABOUT 10 FEET LONG AND 4 FEET WIDE EXPOSED, 15 FEET
 HX1378'NORTHEAST OF THE CENTER LINE OF THE ROAD, 30 FEET EAST OF AND
 HX1378'ACROSS THE ROAD FROM A METAL WITNESS POST, AND ABOUT 1 FOOT
 HX1378'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0946 ***********************************************************************
 GX0946  DESIGNATION -  P 229
 GX0946  PID         -  GX0946
 GX0946  STATE/COUNTY-  WV/FAYETTE
 GX0946  USGS QUAD   -  RAINELLE (1976)
 GX0946
 GX0946                         *CURRENT SURVEY CONTROL
 GX0946  ___________________________________________________________________
 GX0946* NAD 83(1986)-  37 58 24.     (N)    080 49 06.     (W)     SCALED    
 GX0946* NAVD 88     -       963.153  (meters)    3159.94   (feet)  ADJUSTED  
 GX0946  ___________________________________________________________________
 GX0946  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX0946  DYNAMIC HT  -         962.354 (meters)    3157.32  (feet)  COMP
 GX0946  MODELED GRAV-     979,766.3   (mgal)                       NAVD 88
 GX0946
 GX0946  VERT ORDER  -  SECOND    CLASS 0
 GX0946
 GX0946.The horizontal coordinates were scaled from a topographic map and have
 GX0946.an estimated accuracy of +/- 6 seconds.
 GX0946
 GX0946.The orthometric height was determined by differential leveling
 GX0946.and adjusted by the National Geodetic Survey in June 1991..
 GX0946
 GX0946.The geoid height was determined by GEOID03.
 GX0946
 GX0946.The dynamic height is computed by dividing the NAVD 88
 GX0946.geopotential number by the normal gravity value computed on the
 GX0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0946.degrees latitude (g = 980.6199 gals.).
 GX0946
 GX0946.The modeled gravity was interpolated from observed gravity values.
 GX0946
 GX0946;                    North         East    Units  Estimated Accuracy
 GX0946;SPC WV S     -   108,040.      615,960.      MT  (+/- 180 meters Scaled)
 GX0946
 GX0946                          SUPERSEDED SURVEY CONTROL
 GX0946
 GX0946  NGVD 29 (??/??/92)  963.305  (m)         3160.44   (f) ADJ UNCH    2 0
 GX0946
 GX0946.Superseded values are not recommended for survey control.
 GX0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0946.See file dsdata.txt to determine how the superseded data were derived.
 GX0946
 GX0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC159028(NAD 83)
 GX0946_MARKER: DB = BENCH MARK DISK
 GX0946_SETTING: 66 = SET IN ROCK OUTCROP
 GX0946_SP_SET: ROCK LEDGE
 GX0946_STAMPING: P 229 1961
 GX0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0946+STABILITY: POSITION/ELEVATION WELL
 GX0946
 GX0946  HISTORY     - Date     Condition        Report By
 GX0946  HISTORY     - 1961     MONUMENTED       CGS
 GX0946
 GX0946                          STATION DESCRIPTION
 GX0946
 GX0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0946'3.1 MI W FROM RAINELLE.
 GX0946'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GX0946'STATE HIGHWAY 20 AT RAINELLE, 0.3 MILE WEST OF THE JUNCTION OF
 GX0946'LOOPS ROAD LEADING SOUTHWEST, 0.1 MILE WEST OF THE JUNCTION OF
 GX0946'A BLACK TOP ROAD LEADING NORTHWEST, 103 YARDS EAST OF THE NORTHEAST
 GX0946'CORNER OF THE LEE TREE TAVERN AND SERVICE STATION THAT IS LOCATED
 GX0946'NEAR THE SUMMIT OF SEWELL MOUNTAIN, SET VERTICALLY IN THE SOUTH
 GX0946'FACE OF A ROCK LEDGE THAT IS 30 FEET LONG AND 2 FEET HIGH, 25
 GX0946'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET EAST OF
 GX0946'THE WEST END OF THE LEDGE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0234 ***********************************************************************
 JX0234  DESIGNATION -  P 23
 JX0234  PID         -  JX0234
 JX0234  STATE/COUNTY-  WV/WETZEL
 JX0234  USGS QUAD   -  FOLSOM (1976)
 JX0234
 JX0234                         *CURRENT SURVEY CONTROL
 JX0234  ___________________________________________________________________
 JX0234* NAD 83(1986)-  39 26 45.     (N)    080 31 26.     (W)     SCALED    
 JX0234* NAVD 88     -       320.462  (meters)    1051.38   (feet)  ADJUSTED  
 JX0234  ___________________________________________________________________
 JX0234  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JX0234  DYNAMIC HT  -         320.268 (meters)    1050.75  (feet)  COMP
 JX0234  MODELED GRAV-     980,015.3   (mgal)                       NAVD 88
 JX0234
 JX0234  VERT ORDER  -  SECOND    CLASS 0
 JX0234
 JX0234.The horizontal coordinates were scaled from a topographic map and have
 JX0234.an estimated accuracy of +/- 6 seconds.
 JX0234
 JX0234.The orthometric height was determined by differential leveling
 JX0234.and adjusted by the National Geodetic Survey in June 1991..
 JX0234
 JX0234.The geoid height was determined by GEOID03.
 JX0234
 JX0234.The dynamic height is computed by dividing the NAVD 88
 JX0234.geopotential number by the normal gravity value computed on the
 JX0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0234.degrees latitude (g = 980.6199 gals.).
 JX0234
 JX0234.The modeled gravity was interpolated from observed gravity values.
 JX0234
 JX0234;                    North         East    Units  Estimated Accuracy
 JX0234;SPC WV N     -   105,510.      511,870.      MT  (+/- 180 meters Scaled)
 JX0234
 JX0234                          SUPERSEDED SURVEY CONTROL
 JX0234
 JX0234  NGVD 29 (??/??/92)  320.619  (m)         1051.90   (f) ADJ UNCH    2 0
 JX0234
 JX0234.Superseded values are not recommended for survey control.
 JX0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0234.See file dsdata.txt to determine how the superseded data were derived.
 JX0234
 JX0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND409663(NAD 83)
 JX0234_MARKER: DB = BENCH MARK DISK
 JX0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0234_SP_SET: CULVERT
 JX0234_STAMPING: P 23 1935
 JX0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0234
 JX0234  HISTORY     - Date     Condition        Report By
 JX0234  HISTORY     - 1935     MONUMENTED       CGS
 JX0234  HISTORY     - 1957     GOOD             NGS
 JX0234
 JX0234                          STATION DESCRIPTION
 JX0234
 JX0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0234'5.2 MI SE FROM SMITHFIELD.
 JX0234'ABOUT 5.2 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0234'FROM THE STATION AT SMITHFIELD, ABOUT 1.7 MILES NORTHWEST OF
 JX0234'RINEHART, ABOUT MIDWAY BETWEEN MILEAGE POLES 34+24 AND 34+25, IN
 JX0234'THE TOP OF THE CENTER OF THE HEAD WALL OF AN ABANDONED CULVERT
 JX0234'UNDER TRACK, 10 1/2 FEET WEST OF WEST RAIL, 10 1/2 FEET NORTH OF
 JX0234'SOUTH END OF HEAD WALL AND 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0650 ***********************************************************************
 GX0650  DESIGNATION -  P 230
 GX0650  PID         -  GX0650
 GX0650  STATE/COUNTY-  WV/GREENBRIER
 GX0650  USGS QUAD   -  CORNSTALK (1981)
 GX0650
 GX0650                         *CURRENT SURVEY CONTROL
 GX0650  ___________________________________________________________________
 GX0650* NAD 83(1986)-  37 55 53.     (N)    080 31 54.     (W)     SCALED    
 GX0650* NAVD 88     -       650.514  (meters)    2134.23   (feet)  ADJUSTED  
 GX0650  ___________________________________________________________________
 GX0650  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX0650  DYNAMIC HT  -         649.976 (meters)    2132.46  (feet)  COMP
 GX0650  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 GX0650
 GX0650  VERT ORDER  -  SECOND    CLASS 0
 GX0650
 GX0650.The horizontal coordinates were scaled from a topographic map and have
 GX0650.an estimated accuracy of +/- 6 seconds.
 GX0650
 GX0650.The orthometric height was determined by differential leveling
 GX0650.and adjusted by the National Geodetic Survey in June 1991..
 GX0650
 GX0650.The geoid height was determined by GEOID03.
 GX0650
 GX0650.The dynamic height is computed by dividing the NAVD 88
 GX0650.geopotential number by the normal gravity value computed on the
 GX0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0650.degrees latitude (g = 980.6199 gals.).
 GX0650
 GX0650.The modeled gravity was interpolated from observed gravity values.
 GX0650
 GX0650;                    North         East    Units  Estimated Accuracy
 GX0650;SPC WV S     -   103,480.      641,170.      MT  (+/- 180 meters Scaled)
 GX0650
 GX0650                          SUPERSEDED SURVEY CONTROL
 GX0650
 GX0650  NGVD 29 (??/??/92)  650.662  (m)         2134.71   (f) ADJ UNCH    2 0
 GX0650
 GX0650.Superseded values are not recommended for survey control.
 GX0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0650.See file dsdata.txt to determine how the superseded data were derived.
 GX0650
 GX0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB411983(NAD 83)
 GX0650_MARKER: DB = BENCH MARK DISK
 GX0650_SETTING: 66 = SET IN ROCK OUTCROP
 GX0650_SP_SET: ROCK CUT
 GX0650_STAMPING: P 230 1961
 GX0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0650+STABILITY: POSITION/ELEVATION WELL
 GX0650
 GX0650  HISTORY     - Date     Condition        Report By
 GX0650  HISTORY     - 1961     MONUMENTED       CGS
 GX0650
 GX0650                          STATION DESCRIPTION
 GX0650
 GX0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0650'1.2 MI S FROM CORNSTALK.
 GX0650'ABOUT 1.2 MILES SOUTH ALONG COUNTY ROAD NO. 9 FROM THE POST
 GX0650'OFFICE AND GENERAL STORE AT CORNSTALK, AT THE INSIDE OF A CURVE,
 GX0650'ABOUT 25 YARDS SOUTHEAST OF A NARROW SIDE ROAD LEADING NORTHWEST,
 GX0650'SET VERTICALLY IN THE SOUTH FACE OF A 1 FOOT HIGH CUT THAT IS
 GX0650'PART OF A SHALEY ROCK CUT, 18 FEET NORTHEAST OF THE CENTER LINE
 GX0650'OF THE ROAD, 2 FEET EAST OF THE WEST CORNER ON THE FACE OF THE
 GX0650'CUT AND 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0169 ***********************************************************************
 GX0169  DESIGNATION -  P 231
 GX0169  PID         -  GX0169
 GX0169  STATE/COUNTY-  WV/GREENBRIER
 GX0169  USGS QUAD   -  ANTHONY (1995)
 GX0169
 GX0169                         *CURRENT SURVEY CONTROL
 GX0169  ___________________________________________________________________
 GX0169* NAD 83(1986)-  37 55 02.     (N)    080 22 17.     (W)     SCALED    
 GX0169* NAVD 88     -       693.515  (meters)    2275.31   (feet)  ADJUSTED  
 GX0169  ___________________________________________________________________
 GX0169  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX0169  DYNAMIC HT  -         692.938 (meters)    2273.41  (feet)  COMP
 GX0169  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GX0169
 GX0169  VERT ORDER  -  SECOND    CLASS 0
 GX0169
 GX0169.The horizontal coordinates were scaled from a topographic map and have
 GX0169.an estimated accuracy of +/- 6 seconds.
 GX0169
 GX0169.The orthometric height was determined by differential leveling
 GX0169.and adjusted by the National Geodetic Survey in June 1991..
 GX0169
 GX0169.The geoid height was determined by GEOID03.
 GX0169
 GX0169.The dynamic height is computed by dividing the NAVD 88
 GX0169.geopotential number by the normal gravity value computed on the
 GX0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0169.degrees latitude (g = 980.6199 gals.).
 GX0169
 GX0169.The modeled gravity was interpolated from observed gravity values.
 GX0169
 GX0169;                    North         East    Units  Estimated Accuracy
 GX0169;SPC WV S     -   101,990.      655,270.      MT  (+/- 180 meters Scaled)
 GX0169
 GX0169                          SUPERSEDED SURVEY CONTROL
 GX0169
 GX0169  NGVD 29 (??/??/92)  693.669  (m)         2275.81   (f) ADJ UNCH    2 0
 GX0169
 GX0169.Superseded values are not recommended for survey control.
 GX0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0169.See file dsdata.txt to determine how the superseded data were derived.
 GX0169
 GX0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB552968(NAD 83)
 GX0169_MARKER: DB = BENCH MARK DISK
 GX0169_SETTING: 66 = SET IN ROCK OUTCROP
 GX0169_SP_SET: ROCK
 GX0169_STAMPING: P 231 1961
 GX0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0169+STABILITY: POSITION/ELEVATION WELL
 GX0169
 GX0169  HISTORY     - Date     Condition        Report By
 GX0169  HISTORY     - 1961     MONUMENTED       CGS
 GX0169
 GX0169                          STATION DESCRIPTION
 GX0169
 GX0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0169'1.1 MI SE FROM FRANKFORD.
 GX0169'ABOUT 0.3 MILE SOUTH ALONG U.S. HIGHWAY 219 FROM THE FRANKFORD
 GX0169'PRESBYTERIAN CHURCH AT FRANKFORD, THENCE 0.75 MILE EAST ALONG
 GX0169'A BLACK TOP ROAD, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A SIDE
 GX0169'ROAD LEADING NORTH, 65 YARDS NORTHWEST OF THE JUNCTION OF A BLACK
 GX0169'TOP ROAD LEADING SOUTH TO VAGO, SET VERTICALLY IN THE NORTHEAST
 GX0169'FACE OF A ROCK THAT IS ABOUT 16 FEET LONG AND 6 FEET HIGH,
 GX0169'14 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4 FEET
 GX0169'SOUTHEAST OF THE NORTHWEST END OF THE ROCK AND 1 FOOT ABOVE THE
 GX0169'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0946 ***********************************************************************
 HX0946  DESIGNATION -  P 232
 HX0946  PID         -  HX0946
 HX0946  STATE/COUNTY-  WV/GREENBRIER
 HX0946  USGS QUAD   -  DROOP (1995)
 HX0946
 HX0946                         *CURRENT SURVEY CONTROL
 HX0946  ___________________________________________________________________
 HX0946* NAD 83(1986)-  38 00 42.     (N)    080 22 14.     (W)     SCALED    
 HX0946* NAVD 88     -       704.239  (meters)    2310.49   (feet)  ADJUSTED  
 HX0946  ___________________________________________________________________
 HX0946  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX0946  DYNAMIC HT  -         703.658 (meters)    2308.58  (feet)  COMP
 HX0946  MODELED GRAV-     979,781.6   (mgal)                       NAVD 88
 HX0946
 HX0946  VERT ORDER  -  SECOND    CLASS 0
 HX0946
 HX0946.The horizontal coordinates were scaled from a topographic map and have
 HX0946.an estimated accuracy of +/- 6 seconds.
 HX0946
 HX0946.The orthometric height was determined by differential leveling
 HX0946.and adjusted by the National Geodetic Survey in June 1991..
 HX0946
 HX0946.The geoid height was determined by GEOID03.
 HX0946
 HX0946.The dynamic height is computed by dividing the NAVD 88
 HX0946.geopotential number by the normal gravity value computed on the
 HX0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0946.degrees latitude (g = 980.6199 gals.).
 HX0946
 HX0946.The modeled gravity was interpolated from observed gravity values.
 HX0946
 HX0946;                    North         East    Units  Estimated Accuracy
 HX0946;SPC WV S     -   112,470.      655,270.      MT  (+/- 180 meters Scaled)
 HX0946
 HX0946                          SUPERSEDED SURVEY CONTROL
 HX0946
 HX0946  NGVD 29 (??/??/92)  704.377  (m)         2310.94   (f) ADJ UNCH    2 0
 HX0946
 HX0946.Superseded values are not recommended for survey control.
 HX0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0946.See file dsdata.txt to determine how the superseded data were derived.
 HX0946
 HX0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC552072(NAD 83)
 HX0946_MARKER: DB = BENCH MARK DISK
 HX0946_SETTING: 80 = SET IN A BOULDER
 HX0946_SP_SET: BOULDER
 HX0946_STAMPING: P 232 1961
 HX0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0946+STABILITY: SURFACE MOTION
 HX0946
 HX0946  HISTORY     - Date     Condition        Report By
 HX0946  HISTORY     - 1961     MONUMENTED       CGS
 HX0946
 HX0946                          STATION DESCRIPTION
 HX0946
 HX0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0946'2.2 MI NW FROM RENICK.
 HX0946'0.45 MILE SOUTH ALONG U.S. HIGHWAY 219 FROM THE RENICK SCHOOL
 HX0946'AT RENICK, THENCE 1.8 MILES NORTHWEST ALONG COUNTY ROAD NO. 2,
 HX0946'ON THE SOUTHEAST SLOPE AND ABOUT 0.1 MILE SOUTHEAST OF THE
 HX0946'TOP OF A MOUNTAIN, AT THE OUTSIDE OF A SHARP CURVE, SET VERTICALLY
 HX0946'IN THE WEST FACE OF A V SHAPED ROCK THAT IS 4 FEET HIGH AND 3 FEET
 HX0946'WIDE, 11 FEET EAST OF THE CENTER LINE OF THE ROAD, 25 YARDS
 HX0946'SOUTH OF THE APPROXIMATE CENTER OF THE CURVE, AND ABOUT LEVEL
 HX0946'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1017 ***********************************************************************
 HX1017  DESIGNATION -  P 233
 HX1017  PID         -  HX1017
 HX1017  STATE/COUNTY-  WV/WEBSTER
 HX1017  USGS QUAD   -  COWEN (1995)
 HX1017
 HX1017                         *CURRENT SURVEY CONTROL
 HX1017  ___________________________________________________________________
 HX1017* NAD 83(1986)-  38 22 52.     (N)    080 33 11.     (W)     SCALED    
 HX1017* NAVD 88     -       675.022  (meters)    2214.63   (feet)  ADJUSTED  
 HX1017  ___________________________________________________________________
 HX1017  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX1017  DYNAMIC HT  -         674.503 (meters)    2212.93  (feet)  COMP
 HX1017  MODELED GRAV-     979,837.4   (mgal)                       NAVD 88
 HX1017
 HX1017  VERT ORDER  -  SECOND    CLASS 0
 HX1017
 HX1017.The horizontal coordinates were scaled from a topographic map and have
 HX1017.an estimated accuracy of +/- 6 seconds.
 HX1017
 HX1017.The orthometric height was determined by differential leveling
 HX1017.and adjusted by the National Geodetic Survey in June 1991..
 HX1017
 HX1017.The geoid height was determined by GEOID03.
 HX1017
 HX1017.The dynamic height is computed by dividing the NAVD 88
 HX1017.geopotential number by the normal gravity value computed on the
 HX1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1017.degrees latitude (g = 980.6199 gals.).
 HX1017
 HX1017.The modeled gravity was interpolated from observed gravity values.
 HX1017
 HX1017;                    North         East    Units  Estimated Accuracy
 HX1017;SPC WV S     -   153,380.      639,050.      MT  (+/- 180 meters Scaled)
 HX1017
 HX1017                          SUPERSEDED SURVEY CONTROL
 HX1017
 HX1017  NGVD 29 (??/??/92)  675.171  (m)         2215.12   (f) ADJ UNCH    2 0
 HX1017
 HX1017.Superseded values are not recommended for survey control.
 HX1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1017.See file dsdata.txt to determine how the superseded data were derived.
 HX1017
 HX1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC390481(NAD 83)
 HX1017_MARKER: DB = BENCH MARK DISK
 HX1017_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1017_SP_SET: UNSPECIFIED ROCK
 HX1017_STAMPING: P 233 1961
 HX1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1017
 HX1017  HISTORY     - Date     Condition        Report By
 HX1017  HISTORY     - 1961     MONUMENTED       CGS
 HX1017
 HX1017                          STATION DESCRIPTION
 HX1017
 HX1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1017'2.4 MI SW FROM COWEN.
 HX1017'ABOUT 2.35 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1017'FROM THE STATION AT COWEN, 0.2 MILE SOUTH OF BRIDGE NO. 119.6
 HX1017'OVER BIG DITCH RUN, AT THE OUTSIDE OF A LONG CURVE, NEAR MILEAGE
 HX1017'POLE NO. 119+26, SET ON THE TOP OF THE NORTH CORNER OF A FLAT
 HX1017'ROCK THAT IS 10 FEET LONG AND 8 FEET WIDE, 8 FEET SOUTHWEST OF
 HX1017'THE SOUTHWEST RAIL, 40 FEET SOUTHWEST AND ACROSS THE TRACK FROM
 HX1017'MILEAGE POLE NO. 119/6 AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1063 ***********************************************************************
 HX1063  DESIGNATION -  P 234
 HX1063  PID         -  HX1063
 HX1063  STATE/COUNTY-  WV/NICHOLAS
 HX1063  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1063
 HX1063                         *CURRENT SURVEY CONTROL
 HX1063  ___________________________________________________________________
 HX1063* NAD 83(1986)-  38 21 22.     (N)    080 50 16.     (W)     SCALED    
 HX1063* NAVD 88     -       561.926  (meters)    1843.59   (feet)  ADJUSTED  
 HX1063  ___________________________________________________________________
 HX1063  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 HX1063  DYNAMIC HT  -         561.504 (meters)    1842.20  (feet)  COMP
 HX1063  MODELED GRAV-     979,860.7   (mgal)                       NAVD 88
 HX1063
 HX1063  VERT ORDER  -  SECOND    CLASS 0
 HX1063
 HX1063.The horizontal coordinates were scaled from a topographic map and have
 HX1063.an estimated accuracy of +/- 6 seconds.
 HX1063
 HX1063.The orthometric height was determined by differential leveling
 HX1063.and adjusted by the National Geodetic Survey in June 1991..
 HX1063
 HX1063.The geoid height was determined by GEOID03.
 HX1063
 HX1063.The dynamic height is computed by dividing the NAVD 88
 HX1063.geopotential number by the normal gravity value computed on the
 HX1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1063.degrees latitude (g = 980.6199 gals.).
 HX1063
 HX1063.The modeled gravity was interpolated from observed gravity values.
 HX1063
 HX1063;                    North         East    Units  Estimated Accuracy
 HX1063;SPC WV S     -   150,530.      614,180.      MT  (+/- 180 meters Scaled)
 HX1063
 HX1063                          SUPERSEDED SURVEY CONTROL
 HX1063
 HX1063  NGVD 29 (??/??/92)  562.081  (m)         1844.09   (f) ADJ UNCH    2 0
 HX1063
 HX1063.Superseded values are not recommended for survey control.
 HX1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1063.See file dsdata.txt to determine how the superseded data were derived.
 HX1063
 HX1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC141453(NAD 83)
 HX1063_MARKER: DB = BENCH MARK DISK
 HX1063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1063_SP_SET: CULVERT
 HX1063_STAMPING: P 234 1961
 HX1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1063
 HX1063  HISTORY     - Date     Condition        Report By
 HX1063  HISTORY     - 1961     MONUMENTED       CGS
 HX1063
 HX1063                          STATION DESCRIPTION
 HX1063
 HX1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1063'1.2 MI SW FROM MUDDLETY.
 HX1063'ABOUT 1.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE
 HX1063'JUNCTION OF STATE HIGHWAY 43 AT MUDDLETY, 0.95 MILE SOUTHWEST
 HX1063'OF THE JUNCTION OF A DRIVEWAY LEADING TO THE MUDDLETY SCHOOL,
 HX1063'SET ON THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 HX1063'HEADWALL OF A 6 FOOT CONCRETE BOX CULVERT OVER PEARSONS BRANCH,
 HX1063'21 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1/2 FOOT
 HX1063'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL AND 4 FEET BELOW
 HX1063'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1021 ***********************************************************************
 HX1021  DESIGNATION -  P 235
 HX1021  PID         -  HX1021
 HX1021  STATE/COUNTY-  WV/WEBSTER
 HX1021  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1021
 HX1021                         *CURRENT SURVEY CONTROL
 HX1021  ___________________________________________________________________
 HX1021* NAD 83(1986)-  38 22 04.     (N)    080 32 17.     (W)     SCALED    
 HX1021* NAVD 88     -       656.857  (meters)    2155.04   (feet)  ADJUSTED  
 HX1021  ___________________________________________________________________
 HX1021  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HX1021  DYNAMIC HT  -         656.345 (meters)    2153.36  (feet)  COMP
 HX1021  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 HX1021
 HX1021  VERT ORDER  -  SECOND    CLASS 0
 HX1021
 HX1021.The horizontal coordinates were scaled from a topographic map and have
 HX1021.an estimated accuracy of +/- 6 seconds.
 HX1021
 HX1021.The orthometric height was determined by differential leveling
 HX1021.and adjusted by the National Geodetic Survey in June 1991..
 HX1021
 HX1021.The geoid height was determined by GEOID03.
 HX1021
 HX1021.The dynamic height is computed by dividing the NAVD 88
 HX1021.geopotential number by the normal gravity value computed on the
 HX1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1021.degrees latitude (g = 980.6199 gals.).
 HX1021
 HX1021.The modeled gravity was interpolated from observed gravity values.
 HX1021
 HX1021;                    North         East    Units  Estimated Accuracy
 HX1021;SPC WV S     -   151,910.      640,370.      MT  (+/- 180 meters Scaled)
 HX1021
 HX1021                          SUPERSEDED SURVEY CONTROL
 HX1021
 HX1021  NGVD 29 (??/??/92)  657.002  (m)         2155.51   (f) ADJ UNCH    2 0
 HX1021
 HX1021.Superseded values are not recommended for survey control.
 HX1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1021.See file dsdata.txt to determine how the superseded data were derived.
 HX1021
 HX1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC403467(NAD 83)
 HX1021_MARKER: DB = BENCH MARK DISK
 HX1021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1021_SP_SET: ABUTMENT
 HX1021_STAMPING: P 235 1961
 HX1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1021
 HX1021  HISTORY     - Date     Condition        Report By
 HX1021  HISTORY     - 1961     MONUMENTED       CGS
 HX1021
 HX1021                          STATION DESCRIPTION
 HX1021
 HX1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1021'4 MI S FROM COWEN.
 HX1021'ABOUT 4.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1021'THE STATION AT COWEN, AT THE INSIDE OF A LONG CURVE, NEAR MILEAGE
 HX1021'POLE NO. 121+16, SET ON THE TOP OF THE NORTHWEST END OF THE
 HX1021'NORTHEAST CONCRETE ABUTMENT OF A LONG STEEL BRIDGE OVER BIG DITCH
 HX1021'RUN, 6 FEET NORTHWEST OF THE NORTHWEST RAIL AND 1 FOOT BELOW THE
 HX1021'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2775 ***********************************************************************
 HX2775  DESIGNATION -  P 235 RESET 1982
 HX2775  PID         -  HX2775
 HX2775  STATE/COUNTY-  WV/WEBSTER
 HX2775  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX2775
 HX2775                         *CURRENT SURVEY CONTROL
 HX2775  ___________________________________________________________________
 HX2775* NAD 83(1986)-  38 22 04.     (N)    080 32 17.     (W)     SCALED    
 HX2775* NAVD 88     -       656.82   (meters)    2154.9    (feet)  RESET     
 HX2775  ___________________________________________________________________
 HX2775  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HX2775
 HX2775  VERT ORDER  -  THIRD
 HX2775
 HX2775.The horizontal coordinates were scaled from a topographic map and have
 HX2775.an estimated accuracy of +/- 6 seconds.
 HX2775
 HX2775.The orthometric height was computed from unverified reset data.
 HX2775.No vertical observational check was made to the station.
 HX2775
 HX2775.The geoid height was determined by GEOID03.
 HX2775
 HX2775;                    North         East    Units  Estimated Accuracy
 HX2775;SPC WV S     -   151,910.      640,370.      MT  (+/- 180 meters Scaled)
 HX2775
 HX2775                          SUPERSEDED SURVEY CONTROL
 HX2775
 HX2775  NGVD 29 (09/25/03)  656.97   (m)         2155.4    (f) RESET       3  
 HX2775
 HX2775.Superseded values are not recommended for survey control.
 HX2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2775.See file dsdata.txt to determine how the superseded data were derived.
 HX2775
 HX2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC403467(NAD 83)
 HX2775_MARKER: DB = BENCH MARK DISK
 HX2775_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX2775_SP_SET: ABUTMENT
 HX2775_STAMPING: P 235 RESET 1982
 HX2775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2775+STABILITY: SURFACE MOTION
 HX2775
 HX2775  HISTORY     - Date     Condition        Report By
 HX2775  HISTORY     - 1982     MONUMENTED       LOCENG
 HX2775
 HX2775                          STATION DESCRIPTION
 HX2775
 HX2775'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 HX2775'4.0 MI SOUTH FROM COWEN.
 HX2775'4.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION
 HX2775'IN COWEN, AT THE INSIDE OF A LONG CURVE, NEAR MILEPOST NO 121+16, ON
 HX2775'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF A
 HX2775'LONG STEEL BRIDGE OVER BIG DITCH RUN, AND 6.0 FEET NORTHWEST OF THE
 HX2775'NORTHWEST RAIL.
 HX2775'THE MARK IS 1.0 FT BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1419 ***********************************************************************
 HX1419  DESIGNATION -  P 236
 HX1419  PID         -  HX1419
 HX1419  STATE/COUNTY-  WV/GREENBRIER
 HX1419  USGS QUAD   -  QUINWOOD (1995)
 HX1419
 HX1419                         *CURRENT SURVEY CONTROL
 HX1419  ___________________________________________________________________
 HX1419* NAD 83(1986)-  38 03 52.     (N)    080 44 53.     (W)     SCALED    
 HX1419* NAVD 88     -       972.053  (meters)    3189.14   (feet)  ADJUSTED  
 HX1419  ___________________________________________________________________
 HX1419  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX1419  DYNAMIC HT  -         971.255 (meters)    3186.53  (feet)  COMP
 HX1419  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 HX1419
 HX1419  VERT ORDER  -  SECOND    CLASS 0
 HX1419
 HX1419.The horizontal coordinates were scaled from a topographic map and have
 HX1419.an estimated accuracy of +/- 6 seconds.
 HX1419
 HX1419.The orthometric height was determined by differential leveling
 HX1419.and adjusted by the National Geodetic Survey in June 1991..
 HX1419
 HX1419.The geoid height was determined by GEOID03.
 HX1419
 HX1419.The dynamic height is computed by dividing the NAVD 88
 HX1419.geopotential number by the normal gravity value computed on the
 HX1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1419.degrees latitude (g = 980.6199 gals.).
 HX1419
 HX1419.The modeled gravity was interpolated from observed gravity values.
 HX1419
 HX1419;                    North         East    Units  Estimated Accuracy
 HX1419;SPC WV S     -   118,170.      622,110.      MT  (+/- 180 meters Scaled)
 HX1419
 HX1419                          SUPERSEDED SURVEY CONTROL
 HX1419
 HX1419  NGVD 29 (??/??/92)  972.202  (m)         3189.63   (f) ADJ UNCH    2 0
 HX1419
 HX1419.Superseded values are not recommended for survey control.
 HX1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1419.See file dsdata.txt to determine how the superseded data were derived.
 HX1419
 HX1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC221129(NAD 83)
 HX1419_MARKER: DB = BENCH MARK DISK
 HX1419_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1419_SP_SET: UNSPECIFIED ROCK
 HX1419_STAMPING: P 236 1962
 HX1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1419
 HX1419  HISTORY     - Date     Condition        Report By
 HX1419  HISTORY     - 1962     MONUMENTED       CGS
 HX1419
 HX1419                          STATION DESCRIPTION
 HX1419
 HX1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1419'2.8 MI W FROM QUINWOOD.
 HX1419'ABOUT 2.8 MILES WEST ALONG RUSSELLVILLE ROAD FROM THE JUNCTION
 HX1419'OF STATE HIGHWAY 20 AT QUINWOOD, ABOUT 0.5 MILES SOUTHEAST OF
 HX1419'A -Y- FORK IN THE ROAD, ON THE INSIDE OF A CURVE WITH TANGENTS
 HX1419'EXTENDING TO THE SOUTH AND WEST, SET IN THE TOP OF A FLAT ROCK
 HX1419'THAT IS ABOUT 18-BY 8-FOOT WIDE AND IS 2.5 FEET HIGH, 51 FEET
 HX1419'SOUTH OF THE CENTER LINE OF THE ROAD, 8 FEET WEST OF THE EAST
 HX1419'END OF THE ROCK, 2.5 FEET SOUTH OF THE NORTH EDGE OF THE ROCK,
 HX1419'AND ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1415 ***********************************************************************
 HX1415  DESIGNATION -  P 237
 HX1415  PID         -  HX1415
 HX1415  STATE/COUNTY-  WV/NICHOLAS
 HX1415  USGS QUAD   -  MOUNT NEBO (1976)
 HX1415
 HX1415                         *CURRENT SURVEY CONTROL
 HX1415  ___________________________________________________________________
 HX1415* NAD 83(1986)-  38 08 41.     (N)    080 46 56.     (W)     SCALED    
 HX1415* NAVD 88     -       713.512  (meters)    2340.91   (feet)  ADJUSTED  
 HX1415  ___________________________________________________________________
 HX1415  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX1415  DYNAMIC HT  -         712.943 (meters)    2339.05  (feet)  COMP
 HX1415  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 HX1415
 HX1415  VERT ORDER  -  SECOND    CLASS 0
 HX1415
 HX1415.The horizontal coordinates were scaled from a topographic map and have
 HX1415.an estimated accuracy of +/- 6 seconds.
 HX1415
 HX1415.The orthometric height was determined by differential leveling
 HX1415.and adjusted by the National Geodetic Survey in June 1991..
 HX1415
 HX1415.The geoid height was determined by GEOID03.
 HX1415
 HX1415.The dynamic height is computed by dividing the NAVD 88
 HX1415.geopotential number by the normal gravity value computed on the
 HX1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1415.degrees latitude (g = 980.6199 gals.).
 HX1415
 HX1415.The modeled gravity was interpolated from observed gravity values.
 HX1415
 HX1415;                    North         East    Units  Estimated Accuracy
 HX1415;SPC WV S     -   127,070.      619,090.      MT  (+/- 180 meters Scaled)
 HX1415
 HX1415                          SUPERSEDED SURVEY CONTROL
 HX1415
 HX1415  NGVD 29 (??/??/92)  713.662  (m)         2341.41   (f) ADJ UNCH    2 0
 HX1415
 HX1415.Superseded values are not recommended for survey control.
 HX1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1415.See file dsdata.txt to determine how the superseded data were derived.
 HX1415
 HX1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC190218(NAD 83)
 HX1415_MARKER: DB = BENCH MARK DISK
 HX1415_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1415_SP_SET: UNSPECIFIED ROCK
 HX1415_STAMPING: P 237 1962
 HX1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1415
 HX1415  HISTORY     - Date     Condition        Report By
 HX1415  HISTORY     - 1962     MONUMENTED       CGS
 HX1415
 HX1415                          STATION DESCRIPTION
 HX1415
 HX1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1415'8.2 MI W FROM LEIVASY.
 HX1415'ABOUT 0.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX1415'AT LEIVASY, THENCE ABOUT 7.3 MILES WEST ALONG A BLACK TOP ROAD,
 HX1415'THENCE ABOUT 0.6 MILES SOUTHEAST ALONG A ROUGH MOUNTAIN ROAD,
 HX1415'ABOUT 0.55 MILES SOUTHEAST OF THE -Y- JUNCTION OF A SIDE ROAD
 HX1415'WEST, ABOUT 58 YARDS NORTHWEST OF A 20 FOOT WOOD BRIDGE OVER
 HX1415'ELEVENMILE FORK OF ANGLINS CREEK, IN A LOT AROUND A SMALL BARN
 HX1415'AT A ONE STORY HOUSE WITH BRICK SIDING, SET ON THE TOP OF A
 HX1415'FLAT ROCK ABOUT 32 FEET LONG, 18 FEET WIDE, 3.5 FEET HIGH ON
 HX1415'THE SOUTH SIDE, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX1415'ROAD, AND ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1381 ***********************************************************************
 HX1381  DESIGNATION -  P 238
 HX1381  PID         -  HX1381
 HX1381  STATE/COUNTY-  WV/GREENBRIER
 HX1381  USGS QUAD   -  RICHWOOD (1995)
 HX1381
 HX1381                         *CURRENT SURVEY CONTROL
 HX1381  ___________________________________________________________________
 HX1381* NAD 83(1986)-  38 08 50.     (N)    080 35 51.     (W)     SCALED    
 HX1381* NAVD 88     -       866.720  (meters)    2843.56   (feet)  ADJUSTED  
 HX1381  ___________________________________________________________________
 HX1381  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HX1381  DYNAMIC HT  -         866.010 (meters)    2841.23  (feet)  COMP
 HX1381  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 HX1381
 HX1381  VERT ORDER  -  SECOND    CLASS 0
 HX1381
 HX1381.The horizontal coordinates were scaled from a topographic map and have
 HX1381.an estimated accuracy of +/- 6 seconds.
 HX1381
 HX1381.The orthometric height was determined by differential leveling
 HX1381.and adjusted by the National Geodetic Survey in June 1991..
 HX1381
 HX1381.The geoid height was determined by GEOID03.
 HX1381
 HX1381.The dynamic height is computed by dividing the NAVD 88
 HX1381.geopotential number by the normal gravity value computed on the
 HX1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1381.degrees latitude (g = 980.6199 gals.).
 HX1381
 HX1381.The modeled gravity was interpolated from observed gravity values.
 HX1381
 HX1381;                    North         East    Units  Estimated Accuracy
 HX1381;SPC WV S     -   127,410.      635,280.      MT  (+/- 180 meters Scaled)
 HX1381
 HX1381                          SUPERSEDED SURVEY CONTROL
 HX1381
 HX1381  NGVD 29 (??/??/92)  866.866  (m)         2844.04   (f) ADJ UNCH    2 0
 HX1381
 HX1381.Superseded values are not recommended for survey control.
 HX1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1381.See file dsdata.txt to determine how the superseded data were derived.
 HX1381
 HX1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC352222(NAD 83)
 HX1381_MARKER: DB = BENCH MARK DISK
 HX1381_SETTING: 80 = SET IN A BOULDER
 HX1381_SP_SET: BOULDER
 HX1381_STAMPING: P 238 1962
 HX1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1381+STABILITY: SURFACE MOTION
 HX1381
 HX1381  HISTORY     - Date     Condition        Report By
 HX1381  HISTORY     - 1962     MONUMENTED       CGS
 HX1381
 HX1381                          STATION DESCRIPTION
 HX1381
 HX1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1381'2.4 MI NE FROM LILE.
 HX1381'ABOUT 2.4 MILES NORTHEAST ALONG A GRADED ROAD FROM A Y ROAD
 HX1381'JUNCTION AT LILE, SET ON TOP OF THE WEST CORNER OF A TRIANGULAR
 HX1381'SHAPED BOULDER THAT PROJECTS ABOUT 7 FEET AT THE WEST CORNER,
 HX1381'ON THE SOUTHEAST SLOPE OF A MOUNTAIN, 47 FEET SOUTHEAST OF THE
 HX1381'CENTER LINE OF THE ROAD, 1.6 FEET EAST OF THE WEST CORNER OF THE
 HX1381'ROCK, AND ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1209 ***********************************************************************
 HX1209  DESIGNATION -  P 239
 HX1209  PID         -  HX1209
 HX1209  STATE/COUNTY-  WV/NICHOLAS
 HX1209  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1209
 HX1209                         *CURRENT SURVEY CONTROL
 HX1209  ___________________________________________________________________
 HX1209* NAD 83(1986)-  38 18 14.     (N)    080 32 30.     (W)     SCALED    
 HX1209* NAVD 88     -       820.098  (meters)    2690.60   (feet)  ADJUSTED  
 HX1209  ___________________________________________________________________
 HX1209  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX1209  DYNAMIC HT  -         819.456 (meters)    2688.50  (feet)  COMP
 HX1209  MODELED GRAV-     979,817.5   (mgal)                       NAVD 88
 HX1209
 HX1209  VERT ORDER  -  SECOND    CLASS 0
 HX1209
 HX1209.The horizontal coordinates were scaled from a topographic map and have
 HX1209.an estimated accuracy of +/- 6 seconds.
 HX1209
 HX1209.The orthometric height was determined by differential leveling
 HX1209.and adjusted by the National Geodetic Survey in June 1991..
 HX1209
 HX1209.The geoid height was determined by GEOID03.
 HX1209
 HX1209.The dynamic height is computed by dividing the NAVD 88
 HX1209.geopotential number by the normal gravity value computed on the
 HX1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1209.degrees latitude (g = 980.6199 gals.).
 HX1209
 HX1209.The modeled gravity was interpolated from observed gravity values.
 HX1209
 HX1209;                    North         East    Units  Estimated Accuracy
 HX1209;SPC WV S     -   144,820.      640,090.      MT  (+/- 180 meters Scaled)
 HX1209
 HX1209                          SUPERSEDED SURVEY CONTROL
 HX1209
 HX1209  NGVD 29 (??/??/92)  820.244  (m)         2691.08   (f) ADJ UNCH    2 0
 HX1209
 HX1209.Superseded values are not recommended for survey control.
 HX1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1209.See file dsdata.txt to determine how the superseded data were derived.
 HX1209
 HX1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC400396(NAD 83)
 HX1209_MARKER: DB = BENCH MARK DISK
 HX1209_SETTING: 80 = SET IN A BOULDER
 HX1209_SP_SET: BOULDER
 HX1209_STAMPING: P 239 1962
 HX1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1209+STABILITY: SURFACE MOTION
 HX1209
 HX1209  HISTORY     - Date     Condition        Report By
 HX1209  HISTORY     - 1962     MONUMENTED       CGS
 HX1209
 HX1209                          STATION DESCRIPTION
 HX1209
 HX1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1209'6.5 MI SE FROM CAMDEN ON GAULEY.
 HX1209'ABOUT 4.2 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 HX1209'OVER GAULEY RIVER AT CAMDEN ON GAULEY, THENCE ABOUT 2.3 MILES
 HX1209'SOUTH ALONG A ROUGH MOUNTAIN ROAD, ABOUT 0.25 MILES EAST OF
 HX1209'HINKLE BRANCH, SET ON TOP OF THE NORTHWEST CORNER OF A SLOPING
 HX1209'3-CORNERED BOULDER, ABOUT 10 FEET LONG ON ALL SIDES, AND IS ON THE
 HX1209'NORTHWEST BANK OF A VERY SMALL STREAM, 15 FEET NORTH OF THE
 HX1209'CENTER LINE OF THE ROAD, 1.8 FEET SOUTHEAST OF THE NORTHWEST
 HX1209'CORNER OF THE ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0821 ***********************************************************************
 JW0821  DESIGNATION -  P 24
 JW0821  PID         -  JW0821
 JW0821  STATE/COUNTY-  WV/PRESTON
 JW0821  USGS QUAD   -  KINGWOOD (1976)
 JW0821
 JW0821                         *CURRENT SURVEY CONTROL
 JW0821  ___________________________________________________________________
 JW0821* NAD 83(1986)-  39 28 34.     (N)    079 41 04.     (W)     SCALED    
 JW0821* NAVD 88     -       508.686  (meters)    1668.91   (feet)  ADJUSTED  
 JW0821  ___________________________________________________________________
 JW0821  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JW0821  DYNAMIC HT  -         508.358 (meters)    1667.84  (feet)  COMP
 JW0821  MODELED GRAV-     979,967.4   (mgal)                       NAVD 88
 JW0821
 JW0821  VERT ORDER  -  SECOND    CLASS 0
 JW0821
 JW0821.The horizontal coordinates were scaled from a topographic map and have
 JW0821.an estimated accuracy of +/- 6 seconds.
 JW0821
 JW0821.The orthometric height was determined by differential leveling
 JW0821.and adjusted by the National Geodetic Survey in June 1991..
 JW0821
 JW0821.The geoid height was determined by GEOID03.
 JW0821
 JW0821.The dynamic height is computed by dividing the NAVD 88
 JW0821.geopotential number by the normal gravity value computed on the
 JW0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0821.degrees latitude (g = 980.6199 gals.).
 JW0821
 JW0821.The modeled gravity was interpolated from observed gravity values.
 JW0821
 JW0821;                    North         East    Units  Estimated Accuracy
 JW0821;SPC WV N     -   108,380.      584,130.      MT  (+/- 180 meters Scaled)
 JW0821
 JW0821                          SUPERSEDED SURVEY CONTROL
 JW0821
 JW0821  NGVD 29 (??/??/92)  508.836  (m)         1669.41   (f) ADJ UNCH    2 0
 JW0821
 JW0821.Superseded values are not recommended for survey control.
 JW0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0821.See file dsdata.txt to determine how the superseded data were derived.
 JW0821
 JW0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD131704(NAD 83)
 JW0821_MARKER: DB = BENCH MARK DISK
 JW0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0821_STAMPING: P 24 1935
 JW0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0821+STABILITY: SURFACE MOTION
 JW0821
 JW0821  HISTORY     - Date     Condition        Report By
 JW0821  HISTORY     - 1935     MONUMENTED       CGS
 JW0821  HISTORY     - 19951021 MARK NOT FOUND   USPSQD
 JW0821
 JW0821                          STATION DESCRIPTION
 JW0821
 JW0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0821'AT KINGWOOD.
 JW0821'AT KINGWOOD, PRESTON COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JW0821'90 FEET WEST OF THE STATION, 54 FEET SOUTHWEST OF MILEAGE SIGN
 JW0821'29.30, AND 30 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A
 JW0821'STANDARD DISK, STAMPED P 24 1935 AND SET IN THE TOP OF A CONCRETE
 JW0821'POST.
 JW0821
 JW0821                          STATION RECOVERY (1995)
 JW0821
 JW0821'RECOVERY NOTE BY US POWER SQUADRON 1995
 JW0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1449 ***********************************************************************
 HX1449  DESIGNATION -  P 240
 HX1449  PID         -  HX1449
 HX1449  STATE/COUNTY-  WV/WEBSTER
 HX1449  USGS QUAD   -  COWEN (1995)
 HX1449
 HX1449                         *CURRENT SURVEY CONTROL
 HX1449  ___________________________________________________________________
 HX1449* NAD 83(1986)-  38 23 09.     (N)    080 30 48.     (W)     SCALED    
 HX1449* NAVD 88     -       668.375  (meters)    2192.83   (feet)  ADJUSTED  
 HX1449  ___________________________________________________________________
 HX1449  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HX1449  DYNAMIC HT  -         667.857 (meters)    2191.13  (feet)  COMP
 HX1449  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 HX1449
 HX1449  VERT ORDER  -  SECOND    CLASS 0
 HX1449
 HX1449.The horizontal coordinates were scaled from a topographic map and have
 HX1449.an estimated accuracy of +/- 6 seconds.
 HX1449
 HX1449.The orthometric height was determined by differential leveling
 HX1449.and adjusted by the National Geodetic Survey in June 1991..
 HX1449
 HX1449.The geoid height was determined by GEOID03.
 HX1449
 HX1449.The dynamic height is computed by dividing the NAVD 88
 HX1449.geopotential number by the normal gravity value computed on the
 HX1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1449.degrees latitude (g = 980.6199 gals.).
 HX1449
 HX1449.The modeled gravity was interpolated from observed gravity values.
 HX1449
 HX1449;                    North         East    Units  Estimated Accuracy
 HX1449;SPC WV S     -   153,920.      642,520.      MT  (+/- 180 meters Scaled)
 HX1449
 HX1449                          SUPERSEDED SURVEY CONTROL
 HX1449
 HX1449  NGVD 29 (??/??/92)  668.520  (m)         2193.30   (f) ADJ UNCH    2 0
 HX1449
 HX1449.Superseded values are not recommended for survey control.
 HX1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1449.See file dsdata.txt to determine how the superseded data were derived.
 HX1449
 HX1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC425487(NAD 83)
 HX1449_MARKER: DB = BENCH MARK DISK
 HX1449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1449_SP_SET: ABUTMENT
 HX1449_STAMPING: P 240 1962
 HX1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1449
 HX1449  HISTORY     - Date     Condition        Report By
 HX1449  HISTORY     - 1962     MONUMENTED       CGS
 HX1449
 HX1449                          STATION DESCRIPTION
 HX1449
 HX1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1449'3.4 MI SE FROM COWEN.
 HX1449'ABOUT 1.35 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 HX1449'BAPTIST CHURCH AT COWEN, THENCE ABOUT 2.1 MILES SOUTHEAST ALONG
 HX1449'WILLIAMS RIVER ROAD AND THE BALTIMORE AND OHIO RAILWAY,
 HX1449'ABOUT 0.2 MILES WEST OF A POINT WHERE ROAD CROSSES TRACK, ABOUT
 HX1449'0.1 MILES NORTH OF THE CONFLUENCE OF THE GAULEY RIVER AND
 HX1449'WILLIAMS RIVER, SET ON TOP OF THE SOUTHWEST END OF THE NORTHWEST
 HX1449'ABUTMENT OF THE RAILWAY BRIDGE OVER THE GAULEY RIVER, 4.5 FEET
 HX1449'SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET NORTHEAST OF THE
 HX1449'SOUTHWEST END OF THE BRIDGE ABUTMENT, AND ABOUT 7 FEET BELOW
 HX1449'THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0825 ***********************************************************************
 HX0825  DESIGNATION -  P 241
 HX0825  PID         -  HX0825
 HX0825  STATE/COUNTY-  WV/WEBSTER
 HX0825  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0825
 HX0825                         *CURRENT SURVEY CONTROL
 HX0825  ___________________________________________________________________
 HX0825* NAD 83(1986)-  38 17 21.     (N)    080 25 18.     (W)     SCALED    
 HX0825* NAVD 88     -       805.426  (meters)    2642.47   (feet)  ADJUSTED  
 HX0825  ___________________________________________________________________
 HX0825  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HX0825  DYNAMIC HT  -         804.765 (meters)    2640.30  (feet)  COMP
 HX0825  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 HX0825
 HX0825  VERT ORDER  -  SECOND    CLASS 0
 HX0825
 HX0825.The horizontal coordinates were scaled from a topographic map and have
 HX0825.an estimated accuracy of +/- 6 seconds.
 HX0825
 HX0825.The orthometric height was determined by differential leveling
 HX0825.and adjusted by the National Geodetic Survey in June 1991..
 HX0825
 HX0825.The geoid height was determined by GEOID03.
 HX0825
 HX0825.The dynamic height is computed by dividing the NAVD 88
 HX0825.geopotential number by the normal gravity value computed on the
 HX0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0825.degrees latitude (g = 980.6199 gals.).
 HX0825
 HX0825.The modeled gravity was interpolated from observed gravity values.
 HX0825
 HX0825;                    North         East    Units  Estimated Accuracy
 HX0825;SPC WV S     -   143,240.      650,590.      MT  (+/- 180 meters Scaled)
 HX0825
 HX0825                          SUPERSEDED SURVEY CONTROL
 HX0825
 HX0825  NGVD 29 (??/??/92)  805.533  (m)         2642.82   (f) ADJ UNCH    2 0
 HX0825
 HX0825.Superseded values are not recommended for survey control.
 HX0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0825.See file dsdata.txt to determine how the superseded data were derived.
 HX0825
 HX0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC505380(NAD 83)
 HX0825_MARKER: DB = BENCH MARK DISK
 HX0825_SETTING: 66 = SET IN ROCK OUTCROP
 HX0825_SP_SET: ROCK CUT
 HX0825_STAMPING: P 241 1962
 HX0825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0825+STABILITY: POSITION/ELEVATION WELL
 HX0825
 HX0825  HISTORY     - Date     Condition        Report By
 HX0825  HISTORY     - 1962     MONUMENTED       CGS
 HX0825
 HX0825                          STATION DESCRIPTION
 HX0825
 HX0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0825'10.3 MI SE FROM DYER.
 HX0825'5.9 MILES SOUTHWEST AND SOUTHEAST ALONG FOREST SERVICE ROAD 101
 HX0825'FROM THE FOOTBRIDGE OVER THE WILLIAMS RIVER AT DYER, THENCE
 HX0825'ABOUT 4.4 MILES SOUTHEAST ALONG FOREST SERVICE ROAD 76, ON THE
 HX0825'OUTSIDE OF A CURVE IN THE CRANBERRY RIVER, SET VERTICALLY IN THE
 HX0825'WEST FACE OF A ROCK CUT THAT IS ABOUT 100 YARDS LONG BY 30-FOOT
 HX0825'HIGH, ABOUT 40 FEET SOUTH OF THE NORTH END OF THE CUT, 20 FEET
 HX0825'EAST OF THE CENTER LINE OF THE ROAD, 2 FEET ABOVE THE GROUND,
 HX0825'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0858 ***********************************************************************
 HX0858  DESIGNATION -  P 242
 HX0858  PID         -  HX0858
 HX0858  STATE/COUNTY-  WV/POCAHONTAS
 HX0858  USGS QUAD   -  LOBELIA (1995)
 HX0858
 HX0858                         *CURRENT SURVEY CONTROL
 HX0858  ___________________________________________________________________
 HX0858* NAD 83(1986)-  38 11 13.     (N)    080 18 19.     (W)     SCALED    
 HX0858* NAVD 88     -      1060.351  (meters)    3478.83   (feet)  ADJUSTED  
 HX0858  ___________________________________________________________________
 HX0858  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HX0858  DYNAMIC HT  -        1059.426 (meters)    3475.80  (feet)  COMP
 HX0858  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 HX0858
 HX0858  VERT ORDER  -  SECOND    CLASS 0
 HX0858
 HX0858.The horizontal coordinates were scaled from a topographic map and have
 HX0858.an estimated accuracy of +/- 6 seconds.
 HX0858
 HX0858.The orthometric height was determined by differential leveling
 HX0858.and adjusted by the National Geodetic Survey in June 1991..
 HX0858
 HX0858.The geoid height was determined by GEOID03.
 HX0858
 HX0858.The dynamic height is computed by dividing the NAVD 88
 HX0858.geopotential number by the normal gravity value computed on the
 HX0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0858.degrees latitude (g = 980.6199 gals.).
 HX0858
 HX0858.The modeled gravity was interpolated from observed gravity values.
 HX0858
 HX0858;                    North         East    Units  Estimated Accuracy
 HX0858;SPC WV S     -   131,970.      660,860.      MT  (+/- 180 meters Scaled)
 HX0858
 HX0858                          SUPERSEDED SURVEY CONTROL
 HX0858
 HX0858  NGVD 29 (??/??/92) 1060.407  (m)         3479.02   (f) ADJ UNCH    2 0
 HX0858
 HX0858.Superseded values are not recommended for survey control.
 HX0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0858.See file dsdata.txt to determine how the superseded data were derived.
 HX0858
 HX0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC608267(NAD 83)
 HX0858_MARKER: DB = BENCH MARK DISK
 HX0858_SETTING: 80 = SET IN A BOULDER
 HX0858_SP_SET: BOULDER
 HX0858_STAMPING: P 242 1962
 HX0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0858+STABILITY: SURFACE MOTION
 HX0858
 HX0858  HISTORY     - Date     Condition        Report By
 HX0858  HISTORY     - 1962     MONUMENTED       CGS
 HX0858
 HX0858                          STATION DESCRIPTION
 HX0858
 HX0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0858'9.6 MI NW FROM MILL POINT.
 HX0858'9.6 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX0858'OF U.S. HIGHWAY 219 AT MILL POINT, ALSO ABOUT 19.1 MILE EAST
 HX0858'ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT RICHWOOD, ABOUT
 HX0858'55 YARDS SOUTHWEST OF A 4 FOOT STONE BOX CULVERT, SET ON TOP OF
 HX0858'THE NORTHWEST EDGE OF A ROCK THAT IS ABOUT 8-BY 8-FOOT SQUARE AND
 HX0858'3-FOOT HIGH, 59 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3
 HX0858'FEET NORTHEAST OF THE WEST CORNER OF THE ROCK, 0.3 FOOT
 HX0858'SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK, AND ABOUT 2 FEET
 HX0858'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0968 ***********************************************************************
 HX0968  DESIGNATION -  P 243
 HX0968  PID         -  HX0968
 HX0968  STATE/COUNTY-  WV/GREENBRIER
 HX0968  USGS QUAD   -  TROUT (1995)
 HX0968
 HX0968                         *CURRENT SURVEY CONTROL
 HX0968  ___________________________________________________________________
 HX0968* NAD 83(1986)-  38 04 59.     (N)    080 28 50.     (W)     SCALED    
 HX0968* NAVD 88     -      1203.886  (meters)    3949.75   (feet)  ADJUSTED  
 HX0968  ___________________________________________________________________
 HX0968  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HX0968  DYNAMIC HT  -        1202.804 (meters)    3946.20  (feet)  COMP
 HX0968  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 HX0968
 HX0968  VERT ORDER  -  SECOND    CLASS 0
 HX0968
 HX0968.The horizontal coordinates were scaled from a topographic map and have
 HX0968.an estimated accuracy of +/- 6 seconds.
 HX0968
 HX0968.The orthometric height was determined by differential leveling
 HX0968.and adjusted by the National Geodetic Survey in June 1991..
 HX0968
 HX0968.The geoid height was determined by GEOID03.
 HX0968
 HX0968.The dynamic height is computed by dividing the NAVD 88
 HX0968.geopotential number by the normal gravity value computed on the
 HX0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0968.degrees latitude (g = 980.6199 gals.).
 HX0968
 HX0968.The modeled gravity was interpolated from observed gravity values.
 HX0968
 HX0968;                    North         East    Units  Estimated Accuracy
 HX0968;SPC WV S     -   120,330.      645,570.      MT  (+/- 180 meters Scaled)
 HX0968
 HX0968                          SUPERSEDED SURVEY CONTROL
 HX0968
 HX0968  NGVD 29 (??/??/92) 1203.956  (m)         3949.98   (f) ADJ UNCH    2 0
 HX0968
 HX0968.Superseded values are not recommended for survey control.
 HX0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0968.See file dsdata.txt to determine how the superseded data were derived.
 HX0968
 HX0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC455151(NAD 83)
 HX0968_MARKER: DB = BENCH MARK DISK
 HX0968_SETTING: 80 = SET IN A BOULDER
 HX0968_SP_SET: BOULDER
 HX0968_STAMPING: P 243 1962
 HX0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0968+STABILITY: SURFACE MOTION
 HX0968
 HX0968  HISTORY     - Date     Condition        Report By
 HX0968  HISTORY     - 1962     MONUMENTED       CGS
 HX0968  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0968
 HX0968                          STATION DESCRIPTION
 HX0968
 HX0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0968'13.1 MI S FROM RICHWOOD.
 HX0968'13.1 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION OF
 HX0968'RIVERSIDE DRIVE, ON THE OUTSIDE OF A CURVE IN THE OLD ROAD
 HX0968'(THE NEW ROAD CUTS ACROSS THE CURVE) WITH TANGENTS EXTENDING
 HX0968'EAST AND NORTHEAST, SET IN THE TOP OF SOUTHEAST CORNER OF THE
 HX0968'10 FOOT SQUARE CENTER ONE OF THREE ROCKS, 27 1/2 FEET SOUTHWEST
 HX0968'OF CENTER LINE OF THE OLD ROAD, 0.5 FOOT SOUTHWEST OF NORTHEAST
 HX0968'CORNER OF ROCK, AND IS 2 FEET BELOW LEVEL OF ROAD.
 HX0968
 HX0968                          STATION RECOVERY (1973)
 HX0968
 HX0968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0516 ***********************************************************************
 HX0516  DESIGNATION -  P 244
 HX0516  PID         -  HX0516
 HX0516  STATE/COUNTY-  WV/WEBSTER
 HX0516  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0516
 HX0516                         *CURRENT SURVEY CONTROL
 HX0516  ___________________________________________________________________
 HX0516* NAD 83(1986)-  38 28 05.     (N)    080 25 48.     (W)     SCALED    
 HX0516* NAVD 88     -       684.475  (meters)    2245.65   (feet)  ADJUSTED  
 HX0516  ___________________________________________________________________
 HX0516  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HX0516  DYNAMIC HT  -         683.952 (meters)    2243.93  (feet)  COMP
 HX0516  MODELED GRAV-     979,841.2   (mgal)                       NAVD 88
 HX0516
 HX0516  VERT ORDER  -  SECOND    CLASS 0
 HX0516
 HX0516.The horizontal coordinates were scaled from a topographic map and have
 HX0516.an estimated accuracy of +/- 6 seconds.
 HX0516
 HX0516.The orthometric height was determined by differential leveling
 HX0516.and adjusted by the National Geodetic Survey in June 1991..
 HX0516
 HX0516.The geoid height was determined by GEOID03.
 HX0516
 HX0516.The dynamic height is computed by dividing the NAVD 88
 HX0516.geopotential number by the normal gravity value computed on the
 HX0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0516.degrees latitude (g = 980.6199 gals.).
 HX0516
 HX0516.The modeled gravity was interpolated from observed gravity values.
 HX0516
 HX0516;                    North         East    Units  Estimated Accuracy
 HX0516;SPC WV S     -   163,090.      649,740.      MT  (+/- 180 meters Scaled)
 HX0516
 HX0516                          SUPERSEDED SURVEY CONTROL
 HX0516
 HX0516  NGVD 29 (??/??/92)  684.625  (m)         2246.14   (f) ADJ UNCH    2 0
 HX0516
 HX0516.Superseded values are not recommended for survey control.
 HX0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0516.See file dsdata.txt to determine how the superseded data were derived.
 HX0516
 HX0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC497579(NAD 83)
 HX0516_MARKER: DB = BENCH MARK DISK
 HX0516_SETTING: 66 = SET IN ROCK OUTCROP
 HX0516_SP_SET: ROCK CUT
 HX0516_STAMPING: P 244 1962
 HX0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0516+STABILITY: POSITION/ELEVATION WELL
 HX0516
 HX0516  HISTORY     - Date     Condition        Report By
 HX0516  HISTORY     - 1962     MONUMENTED       CGS
 HX0516
 HX0516                          STATION DESCRIPTION
 HX0516
 HX0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0516'3.1 MI SW FROM WEBSTER SPRINGS.
 HX0516'3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 HX0516'STATE HIGHWAY 15 AT WEBSTER SPRINGS, ABOUT 2.6 MILES NORTHEAST
 HX0516'ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT BOLAIR, ON THE
 HX0516'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST,
 HX0516'22.4 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 2 1/2 FEET ABOVE
 HX0516'GROUND, 2 1/2 FEET ABOVE HIGHWAY LEVEL, AND SET VERTICALLY IN
 HX0516'THE NORTHWEST FACE AT THE SOUTHWEST END OF A ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF8020 ***********************************************************************
 DF8020  DESIGNATION -  P 245 RESET
 DF8020  PID         -  DF8020
 DF8020  STATE/COUNTY-  WV/POCAHONTAS
 DF8020  USGS QUAD   -  EDRAY (1995)
 DF8020
 DF8020                         *CURRENT SURVEY CONTROL
 DF8020  ___________________________________________________________________
 DF8020* NAD 83(1986)-  38 21 50.     (N)    080 06 01.     (W)     SCALED    
 DF8020* NAVD 88     -       896.59   (meters)    2941.6    (feet)  RESET     
 DF8020  ___________________________________________________________________
 DF8020  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DF8020
 DF8020  VERT ORDER  -  THIRD
 DF8020
 DF8020.The horizontal coordinates were scaled from a topographic map and have
 DF8020.an estimated accuracy of +/- 6 seconds.
 DF8020
 DF8020.The orthometric height was computed from unverified reset data.
 DF8020.No vertical observational check was made to the station.
 DF8020
 DF8020.The geoid height was determined by GEOID03.
 DF8020
 DF8020;                    North         East    Units  Estimated Accuracy
 DF8020;SPC WV S     -   151,760.      678,630.      MT  (+/- 180 meters Scaled)
 DF8020
 DF8020                          SUPERSEDED SURVEY CONTROL
 DF8020
 DF8020.No superseded survey control is available for this station.
 DF8020
 DF8020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC786465(NAD 83)
 DF8020_MARKER: DV = VERTICAL CONTROL DISK
 DF8020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8020_STAMPING: P 245 RESET 2002
 DF8020_MARK LOGO: NGS   
 DF8020_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8020+STABILITY: SURFACE MOTION
 DF8020
 DF8020  HISTORY     - Date     Condition        Report By
 DF8020  HISTORY     - 2002     MONUMENTED       NGS
 DF8020
 DF8020                          STATION DESCRIPTION
 DF8020
 DF8020'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (BC)
 DF8020'4.4 MILES (7.1 KM) FROM SLATY FORK, 4.36 MILES (7.02 KM) SOUTH ALONG
 DF8020'U.S.  HIGHWAY 219 FROM GRADE SCHOOL AT SLATY FORK, ABOUT 137 YARDS
 DF8020'SOUTH OF THE SOUTH CORNER OF THE MARYS CHAPEL CHURCH WHICH IS A WOODEN
 DF8020'FRAME BUILDING,19 YARDS SOUTH OF THE FIRST OF TWO EIGHTEEN FOOT
 DF8020'CONCRETE BRIDGES ABOUT ONE HUNDRED YARDS APART, 19.50 FEET (5.94 M)
 DF8020'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY ON STATE RIGHT-OF-WAY, AND
 DF8020'ABOUT LEVEL WITH HIGHWAY.  A BRASS DISK SET IN 18 BY 48 (DEPTH)
 DF8020'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0764 ***********************************************************************
 HX0764  DESIGNATION -  P 246
 HX0764  PID         -  HX0764
 HX0764  STATE/COUNTY-  WV/POCAHONTAS
 HX0764  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0764
 HX0764                         *CURRENT SURVEY CONTROL
 HX0764  ___________________________________________________________________
 HX0764* NAD 83(1986)-  38 18 23.     (N)    080 17 34.     (W)     SCALED    
 HX0764* NAVD 88     -       953.021  (meters)    3126.70   (feet)  ADJUSTED  
 HX0764  ___________________________________________________________________
 HX0764  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0764  DYNAMIC HT  -         952.233 (meters)    3124.12  (feet)  COMP
 HX0764  MODELED GRAV-     979,768.3   (mgal)                       NAVD 88
 HX0764
 HX0764  VERT ORDER  -  SECOND    CLASS 0
 HX0764
 HX0764.The horizontal coordinates were scaled from a topographic map and have
 HX0764.an estimated accuracy of +/- 6 seconds.
 HX0764
 HX0764.The orthometric height was determined by differential leveling
 HX0764.and adjusted by the National Geodetic Survey in June 1991..
 HX0764
 HX0764.The geoid height was determined by GEOID03.
 HX0764
 HX0764.The dynamic height is computed by dividing the NAVD 88
 HX0764.geopotential number by the normal gravity value computed on the
 HX0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0764.degrees latitude (g = 980.6199 gals.).
 HX0764
 HX0764.The modeled gravity was interpolated from observed gravity values.
 HX0764
 HX0764;                    North         East    Units  Estimated Accuracy
 HX0764;SPC WV S     -   145,230.      661,850.      MT  (+/- 180 meters Scaled)
 HX0764
 HX0764                          SUPERSEDED SURVEY CONTROL
 HX0764
 HX0764  NGVD 29 (??/??/92)  953.111  (m)         3127.00   (f) ADJ UNCH    2 0
 HX0764
 HX0764.Superseded values are not recommended for survey control.
 HX0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0764.See file dsdata.txt to determine how the superseded data were derived.
 HX0764
 HX0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC618400(NAD 83)
 HX0764_MARKER: DB = BENCH MARK DISK
 HX0764_SETTING: 66 = SET IN ROCK OUTCROP
 HX0764_SP_SET: ROCK LEDGE
 HX0764_STAMPING: P 246 1962
 HX0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0764+STABILITY: POSITION/ELEVATION WELL
 HX0764
 HX0764  HISTORY     - Date     Condition        Report By
 HX0764  HISTORY     - 1962     MONUMENTED       CGS
 HX0764
 HX0764                          STATION DESCRIPTION
 HX0764
 HX0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0764'12.9 MI SE FROM DYER.
 HX0764'6.75 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD (BLACK TOP AND
 HX0764'GRADED) FROM THE METHODIST CHURCH AT DYER, THENCE ABOUT 6.15
 HX0764'MILES SOUTHEAST ALONG U.S. FORESTRY ROAD 108, ABOUT 0.3 MILE
 HX0764'SOUTHEAST OF A POINT WHERE THE ROAD FORDS THE MIDDLE FORK CREEK,
 HX0764'SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK LEDGE ABOUT
 HX0764'40-FOOT LONG THAT EXTENDS 4-FOOT OUT OF THE HILLSIDE, 14 FEET
 HX0764'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.5 FEET NORTHWEST
 HX0764'OF THE SOUTHEAST END OF THE ROCK LEDGE, AND ABOUT 2 FEET ABOVE
 HX0764'THE LEVEL OF THE ROAD, AND IS 2 FEET ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0717 ***********************************************************************
 HX0717  DESIGNATION -  P 247
 HX0717  PID         -  HX0717
 HX0717  STATE/COUNTY-  WV/POCAHONTAS
 HX0717  USGS QUAD   -  WOODROW (1995)
 HX0717
 HX0717                         *CURRENT SURVEY CONTROL
 HX0717  ___________________________________________________________________
 HX0717* NAD 83(1986)-  38 21 17.     (N)    080 14 33.     (W)     SCALED    
 HX0717* NAVD 88     -      1054.293  (meters)    3458.96   (feet)  ADJUSTED  
 HX0717  ___________________________________________________________________
 HX0717  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0717  DYNAMIC HT  -        1053.436 (meters)    3456.15  (feet)  COMP
 HX0717  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 HX0717
 HX0717  VERT ORDER  -  SECOND    CLASS 0
 HX0717
 HX0717.The horizontal coordinates were scaled from a topographic map and have
 HX0717.an estimated accuracy of +/- 6 seconds.
 HX0717
 HX0717.The orthometric height was determined by differential leveling
 HX0717.and adjusted by the National Geodetic Survey in June 1991..
 HX0717
 HX0717.The geoid height was determined by GEOID03.
 HX0717
 HX0717.The dynamic height is computed by dividing the NAVD 88
 HX0717.geopotential number by the normal gravity value computed on the
 HX0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0717.degrees latitude (g = 980.6199 gals.).
 HX0717
 HX0717.The modeled gravity was interpolated from observed gravity values.
 HX0717
 HX0717;                    North         East    Units  Estimated Accuracy
 HX0717;SPC WV S     -   150,630.      666,210.      MT  (+/- 180 meters Scaled)
 HX0717
 HX0717                          SUPERSEDED SURVEY CONTROL
 HX0717
 HX0717  NGVD 29 (??/??/92) 1054.386  (m)         3459.26   (f) ADJ UNCH    2 0
 HX0717
 HX0717.Superseded values are not recommended for survey control.
 HX0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0717.See file dsdata.txt to determine how the superseded data were derived.
 HX0717
 HX0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC661454(NAD 83)
 HX0717_MARKER: DB = BENCH MARK DISK
 HX0717_SETTING: 80 = SET IN A BOULDER
 HX0717_SP_SET: BOULDER
 HX0717_STAMPING: P 247 1962
 HX0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0717+STABILITY: SURFACE MOTION
 HX0717
 HX0717  HISTORY     - Date     Condition        Report By
 HX0717  HISTORY     - 1962     MONUMENTED       CGS
 HX0717
 HX0717                          STATION DESCRIPTION
 HX0717
 HX0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0717'10.9 MI NW FROM WOODROW.
 HX0717'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0717'AT WOODROW, THENCE ABOUT 3.8 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0717'ROAD 76, THENCE ABOUT 2.9 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0717'ROAD 86, THENCE ABOUT 2.85 MILES NORTHEAST AND THEN NORTHWEST
 HX0717'ALONG U.S. FORESTRY ROAD 135, ABOUT 0.2 MILES NORTHEAST OF WHERE
 HX0717'THE ROAD MAKES A SWITCH BACK CURVE, SET VERTICALLY IN THE SOUTH
 HX0717'FACE OF A LARGE EMBEDDED BOULDER THAT IS ABOUT 10-BY 15-FOOT LONG
 HX0717'AND IS PROJECTING 8 FEET OUT OF THE GROUND, 88 FEET NORTH OF THE
 HX0717'CENTER LINE OF THE ROAD, 8 FEET EAST OF THE WEST END OF THE ROCK,
 HX0717'AND ABOUT 2 FEET ABOVE THE GROUND, AND IS ABOUT 15 FEET ABOVE
 HX0717'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0690 ***********************************************************************
 HX0690  DESIGNATION -  P 248
 HX0690  PID         -  HX0690
 HX0690  STATE/COUNTY-  WV/POCAHONTAS
 HX0690  USGS QUAD   -  SHARP KNOB (1995)
 HX0690
 HX0690                         *CURRENT SURVEY CONTROL
 HX0690  ___________________________________________________________________
 HX0690* NAD 83(1986)-  38 25 41.     (N)    080 08 19.     (W)     SCALED    
 HX0690* NAVD 88     -       955.565  (meters)    3135.05   (feet)  ADJUSTED  
 HX0690  ___________________________________________________________________
 HX0690  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0690  DYNAMIC HT  -         954.801 (meters)    3132.54  (feet)  COMP
 HX0690  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 HX0690
 HX0690  VERT ORDER  -  SECOND    CLASS 0
 HX0690
 HX0690.The horizontal coordinates were scaled from a topographic map and have
 HX0690.an estimated accuracy of +/- 6 seconds.
 HX0690
 HX0690.The orthometric height was determined by differential leveling
 HX0690.and adjusted by the National Geodetic Survey in June 1991..
 HX0690
 HX0690.The geoid height was determined by GEOID03.
 HX0690
 HX0690.The dynamic height is computed by dividing the NAVD 88
 HX0690.geopotential number by the normal gravity value computed on the
 HX0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0690.degrees latitude (g = 980.6199 gals.).
 HX0690
 HX0690.The modeled gravity was interpolated from observed gravity values.
 HX0690
 HX0690;                    North         East    Units  Estimated Accuracy
 HX0690;SPC WV S     -   158,850.      675,210.      MT  (+/- 180 meters Scaled)
 HX0690
 HX0690                          SUPERSEDED SURVEY CONTROL
 HX0690
 HX0690  NGVD 29 (??/??/92)  955.667  (m)         3135.38   (f) ADJ UNCH    2 0
 HX0690
 HX0690.Superseded values are not recommended for survey control.
 HX0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0690.See file dsdata.txt to determine how the superseded data were derived.
 HX0690
 HX0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC751536(NAD 83)
 HX0690_MARKER: DB = BENCH MARK DISK
 HX0690_SETTING: 80 = SET IN A BOULDER
 HX0690_SP_SET: BOULDER
 HX0690_STAMPING: P 248 1962
 HX0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0690+STABILITY: SURFACE MOTION
 HX0690
 HX0690  HISTORY     - Date     Condition        Report By
 HX0690  HISTORY     - 1962     MONUMENTED       CGS
 HX0690
 HX0690                          STATION DESCRIPTION
 HX0690
 HX0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0690'1.7 MI NW FROM SLATY FORK.
 HX0690'1.7 MILES NORTHWEST ALONG A ABANDONED RAILWAY ROADBED (TRAIL)
 HX0690'FROM THE SLATY FORK POST OFFICE, ABOUT 0.4 MILE NORTHEAST OF A
 HX0690'WASHED OUT RAILROAD BRIDGE OVER PROPS RUN, SET VERTICALLY IN
 HX0690'THE SOUTH FACE OF A 10-BY 15-FOOT LONG EMBEDDED BOULDER THAT
 HX0690'PROJECTS 3 FEET, 39 FEET NORTHEAST OF THE CENTER LINE OF THE
 HX0690'ROADBED, 15 FEET NORTH OF A 3 1/2-FOOT MAPLE TREE, 6 FEET WEST
 HX0690'OF THE EAST END OF THE BOULDER, AND ABOUT 3 FEET ABOVE THE
 HX0690'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0882 ***********************************************************************
 HX0882  DESIGNATION -  P 249
 HX0882  PID         -  HX0882
 HX0882  STATE/COUNTY-  WV/GREENBRIER
 HX0882  USGS QUAD   -  DROOP (1995)
 HX0882
 HX0882                         *CURRENT SURVEY CONTROL
 HX0882  ___________________________________________________________________
 HX0882* NAD 83(1986)-  38 02 19.     (N)    080 19 15.     (W)     SCALED    
 HX0882* NAVD 88     -       709.562  (meters)    2327.95   (feet)  ADJUSTED  
 HX0882  ___________________________________________________________________
 HX0882  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HX0882  DYNAMIC HT  -         708.973 (meters)    2326.02  (feet)  COMP
 HX0882  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 HX0882
 HX0882  VERT ORDER  -  FIRST     CLASS II
 HX0882
 HX0882.The horizontal coordinates were scaled from a topographic map and have
 HX0882.an estimated accuracy of +/- 6 seconds.
 HX0882
 HX0882.The orthometric height was determined by differential leveling
 HX0882.and adjusted by the National Geodetic Survey in June 1991..
 HX0882
 HX0882.The geoid height was determined by GEOID03.
 HX0882
 HX0882.The dynamic height is computed by dividing the NAVD 88
 HX0882.geopotential number by the normal gravity value computed on the
 HX0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0882.degrees latitude (g = 980.6199 gals.).
 HX0882
 HX0882.The modeled gravity was interpolated from observed gravity values.
 HX0882
 HX0882;                    North         East    Units  Estimated Accuracy
 HX0882;SPC WV S     -   115,490.      659,620.      MT  (+/- 180 meters Scaled)
 HX0882
 HX0882                          SUPERSEDED SURVEY CONTROL
 HX0882
 HX0882  NGVD 29 (??/??/92)  709.680  (m)         2328.34   (f) ADJ UNCH    1 2
 HX0882
 HX0882.Superseded values are not recommended for survey control.
 HX0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0882.See file dsdata.txt to determine how the superseded data were derived.
 HX0882
 HX0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC595103(NAD 83)
 HX0882_MARKER: DB = BENCH MARK DISK
 HX0882_SETTING: 80 = SET IN A BOULDER
 HX0882_SP_SET: BOULDER
 HX0882_STAMPING: P 249 1962
 HX0882_MARK LOGO: CGS   
 HX0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0882+STABILITY: SURFACE MOTION
 HX0882
 HX0882  HISTORY     - Date     Condition        Report By
 HX0882  HISTORY     - 1962     MONUMENTED       CGS
 HX0882  HISTORY     - 1983     GOOD             NGS
 HX0882
 HX0882                          STATION DESCRIPTION
 HX0882
 HX0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0882'4.2 MI NE FROM RENICK.
 HX0882'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE HIGH SCHOOL
 HX0882'AT RENICK, THENCE ABOUT 0.1 MILES SOUTHEAST ALONG GRADED
 HX0882'BROWNTOWN ROAD, ALSO 0.4 MILES NORTH ALONG GRADED ROAD FROM THE
 HX0882'CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY AT HORROCK, THENCE
 HX0882'1.1 MILES SOUTHWEST ALONG BLACK TOP ROAD, THENCE ABOUT 1.25
 HX0882'MILES NORTHWEST ALONG GRADED BROWNTOWN ROAD, SET ON TOP OF A
 HX0882'10-BY 6-FOOT BOULDER OUTCROP (ONE OF SEVERAL) IN THE SOUTH
 HX0882'CORNER OF A LARGE PASTURE, 58 1/2 FEET NORTHEAST OF THE CENTER
 HX0882'LINE OF THE ROAD, 101 1/2 FEET NORTH OF A -T- JUNCTION FENCE
 HX0882'CORNER AT THE SOUTH CORNER OF THE PASTURE, 38 1/2 FEET NORTHEAST
 HX0882'OF A TELEPHONE POLE, 44 1/2 FEET NORTHEAST OF THE RIGHT-OF-WAY
 HX0882'FENCE LINE, 1.3 FEET WEST BY NORTHWEST OF THE EAST BY SOUTHEAST
 HX0882'EDGE OF THE ROCK, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0882
 HX0882                          STATION RECOVERY (1983)
 HX0882
 HX0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1694 ***********************************************************************
 HX1694  DESIGNATION -  P 25
 HX1694  PID         -  HX1694
 HX1694  STATE/COUNTY-  WV/CALHOUN
 HX1694  USGS QUAD   -  GRANTSVILLE (1966)
 HX1694
 HX1694                         *CURRENT SURVEY CONTROL
 HX1694  ___________________________________________________________________
 HX1694* NAD 83(1986)-  38 53 27.     (N)    081 05 20.     (W)     SCALED    
 HX1694* NAVD 88     -       241.939  (meters)     793.76   (feet)  ADJUSTED  
 HX1694  ___________________________________________________________________
 HX1694  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HX1694  DYNAMIC HT  -         241.780 (meters)     793.24  (feet)  COMP
 HX1694  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 HX1694
 HX1694  VERT ORDER  -  SECOND    CLASS 0
 HX1694
 HX1694.The horizontal coordinates were scaled from a topographic map and have
 HX1694.an estimated accuracy of +/- 6 seconds.
 HX1694
 HX1694.The orthometric height was determined by differential leveling
 HX1694.and adjusted by the National Geodetic Survey in June 1991..
 HX1694
 HX1694.The geoid height was determined by GEOID03.
 HX1694
 HX1694.The dynamic height is computed by dividing the NAVD 88
 HX1694.geopotential number by the normal gravity value computed on the
 HX1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1694.degrees latitude (g = 980.6199 gals.).
 HX1694
 HX1694.The modeled gravity was interpolated from observed gravity values.
 HX1694
 HX1694;                    North         East    Units  Estimated Accuracy
 HX1694;SPC WV S     -   209,870.      592,290.      MT  (+/- 180 meters Scaled)
 HX1694
 HX1694                          SUPERSEDED SURVEY CONTROL
 HX1694
 HX1694  NGVD 29 (??/??/92)  242.106  (m)          794.31   (f) ADJ UNCH    2 0
 HX1694
 HX1694.Superseded values are not recommended for survey control.
 HX1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1694.See file dsdata.txt to determine how the superseded data were derived.
 HX1694
 HX1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD922046(NAD 83)
 HX1694_MARKER: DB = BENCH MARK DISK
 HX1694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1694_SP_SET: PIER
 HX1694_STAMPING: P 25 1933
 HX1694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1694
 HX1694  HISTORY     - Date     Condition        Report By
 HX1694  HISTORY     - 1935     MONUMENTED       CGS
 HX1694
 HX1694                          STATION DESCRIPTION
 HX1694
 HX1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX1694'2.7 MI S FROM GRANTSVILLE.
 HX1694'2.7 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 HX1694'AT GRANTSVILLE, CALHOUN COUNTY, ABOUT 105 FEET EAST OF THE
 HX1694'F.L. HARTSHORN HOUSE, AT A BRIDGE OVER A CREEK, AND IN THE
 HX1694'CENTER OF THE EAST CONCRETE HEADWALL OF THE MIDDLE STONE PIER.
 HX1694'A STANDARD DISK, STAMPED P 25 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0557 ***********************************************************************
 HX0557  DESIGNATION -  P 250
 HX0557  PID         -  HX0557
 HX0557  STATE/COUNTY-  WV/POCAHONTAS
 HX0557  USGS QUAD   -  HILLSBORO (1995)
 HX0557
 HX0557                         *CURRENT SURVEY CONTROL
 HX0557  ___________________________________________________________________
 HX0557* NAD 83(1986)-  38 08 27.     (N)    080 09 53.     (W)     SCALED    
 HX0557* NAVD 88     -       631.543  (meters)    2071.99   (feet)  ADJUSTED  
 HX0557  ___________________________________________________________________
 HX0557  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HX0557  DYNAMIC HT  -         631.028 (meters)    2070.30  (feet)  COMP
 HX0557  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 HX0557
 HX0557  VERT ORDER  -  SECOND    CLASS 0
 HX0557
 HX0557.The horizontal coordinates were scaled from a topographic map and have
 HX0557.an estimated accuracy of +/- 6 seconds.
 HX0557
 HX0557.The orthometric height was determined by differential leveling
 HX0557.and adjusted by the National Geodetic Survey in June 1991..
 HX0557
 HX0557.The geoid height was determined by GEOID03.
 HX0557
 HX0557.The dynamic height is computed by dividing the NAVD 88
 HX0557.geopotential number by the normal gravity value computed on the
 HX0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0557.degrees latitude (g = 980.6199 gals.).
 HX0557
 HX0557.The modeled gravity was interpolated from observed gravity values.
 HX0557
 HX0557;                    North         East    Units  Estimated Accuracy
 HX0557;SPC WV S     -   126,950.      673,220.      MT  (+/- 180 meters Scaled)
 HX0557
 HX0557                          SUPERSEDED SURVEY CONTROL
 HX0557
 HX0557  NGVD 29 (??/??/92)  631.631  (m)         2072.28   (f) ADJ UNCH    2 0
 HX0557
 HX0557.Superseded values are not recommended for survey control.
 HX0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0557.See file dsdata.txt to determine how the superseded data were derived.
 HX0557
 HX0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC731217(NAD 83)
 HX0557_MARKER: DB = BENCH MARK DISK
 HX0557_SETTING: 66 = SET IN ROCK OUTCROP
 HX0557_SP_SET: ROCK LEDGE
 HX0557_STAMPING: P 250 1962
 HX0557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0557+STABILITY: POSITION/ELEVATION WELL
 HX0557
 HX0557  HISTORY     - Date     Condition        Report By
 HX0557  HISTORY     - 1962     MONUMENTED       CGS
 HX0557  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0557
 HX0557                          STATION DESCRIPTION
 HX0557
 HX0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0557'1.2 MI NE FROM SEEBERT.
 HX0557'1.25 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX0557'THE STATION AT SEEBERT, SET VERTICALLY IN THE SOUTH FACE OF A
 HX0557'ROCK LEDGE THAT IS ABOUT 45-FOOT LONG BY 3-FOOT WIDE THAT IS IN
 HX0557'A DEEP CUT, 48 1/2 FEET NORTHEAST AND ACROSS THE TRACK FROM
 HX0557'MILEPOST 47, 19 1/2 FEET NORTH NORTHWEST FROM THE CENTER OF THE
 HX0557'CROSSING OF A DIRT ROAD LEADING NORTHEAST, 104 FEET EAST OF THE
 HX0557'EAST END OF A STEEL BRIDGE 470 OVER STEVENS HOLE RUN, 16 FEET
 HX0557'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 6 FEET EAST OF THE
 HX0557'WEST END OF THE ROCK LEDGE, ABOUT 1 FOOT ABOVE THE GROUND, AND
 HX0557'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 HX0557
 HX0557                          STATION RECOVERY (1983)
 HX0557
 HX0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0942 ***********************************************************************
 HX0942  DESIGNATION -  P 251
 HX0942  PID         -  HX0942
 HX0942  STATE/COUNTY-  WV/GREENBRIER
 HX0942  USGS QUAD   -  TROUT (1995)
 HX0942
 HX0942                         *CURRENT SURVEY CONTROL
 HX0942  ___________________________________________________________________
 HX0942* NAD 83(1986)-  38 04 45.     (N)    080 24 23.     (W)     SCALED    
 HX0942* NAVD 88     -       699.878  (meters)    2296.18   (feet)  ADJUSTED  
 HX0942  ___________________________________________________________________
 HX0942  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX0942  DYNAMIC HT  -         699.291 (meters)    2294.26  (feet)  COMP
 HX0942  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 HX0942
 HX0942  VERT ORDER  -  SECOND    CLASS 0
 HX0942
 HX0942.The horizontal coordinates were scaled from a topographic map and have
 HX0942.an estimated accuracy of +/- 6 seconds.
 HX0942
 HX0942.The orthometric height was determined by differential leveling
 HX0942.and adjusted by the National Geodetic Survey in June 1991..
 HX0942
 HX0942.The geoid height was determined by GEOID03.
 HX0942
 HX0942.The dynamic height is computed by dividing the NAVD 88
 HX0942.geopotential number by the normal gravity value computed on the
 HX0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0942.degrees latitude (g = 980.6199 gals.).
 HX0942
 HX0942.The modeled gravity was interpolated from observed gravity values.
 HX0942
 HX0942;                    North         East    Units  Estimated Accuracy
 HX0942;SPC WV S     -   119,940.      652,080.      MT  (+/- 180 meters Scaled)
 HX0942
 HX0942                          SUPERSEDED SURVEY CONTROL
 HX0942
 HX0942  NGVD 29 (??/??/92)  699.983  (m)         2296.53   (f) ADJ UNCH    2 0
 HX0942
 HX0942.Superseded values are not recommended for survey control.
 HX0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0942.See file dsdata.txt to determine how the superseded data were derived.
 HX0942
 HX0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC520147(NAD 83)
 HX0942_MARKER: DB = BENCH MARK DISK
 HX0942_SETTING: 80 = SET IN A BOULDER
 HX0942_SP_SET: BOULDER
 HX0942_STAMPING: P 251 1962
 HX0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0942+STABILITY: SURFACE MOTION
 HX0942
 HX0942  HISTORY     - Date     Condition        Report By
 HX0942  HISTORY     - 1962     MONUMENTED       CGS
 HX0942
 HX0942                          STATION DESCRIPTION
 HX0942
 HX0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0942'0.4 MI SW FROM LEONARD.
 HX0942'0.4 MILE SOUTHWEST ALONG SPRING CREEK ROAD FROM THE SCHOOL AT
 HX0942'LEONARD, ON THE OUTSIDE OF A CURVE, ON TOP OF A ROCK THAT
 HX0942'IS ABOUT 3-BY 5-FOOT LONG, 44 1/2 FEET EAST OF THE NORTHEAST
 HX0942'CORNER OF A WOODEN BRIDGE OVER SPRING CREEK, 39 1/2 FEET
 HX0942'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 23 FEET NORTHWEST OF
 HX0942'A WOODEN POLE GATE, ABOUT 1 FOOT ABOVE THE GROUND, AND ABOUT
 HX0942'2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0783 ***********************************************************************
 HX0783  DESIGNATION -  P 252
 HX0783  PID         -  HX0783
 HX0783  STATE/COUNTY-  WV/POCAHONTAS
 HX0783  USGS QUAD   -  WOODROW (1995)
 HX0783
 HX0783                         *CURRENT SURVEY CONTROL
 HX0783  ___________________________________________________________________
 HX0783* NAD 83(1986)-  38 19 12.     (N)    080 13 01.     (W)     SCALED    
 HX0783* NAVD 88     -      1116.068  (meters)    3661.63   (feet)  ADJUSTED  
 HX0783  ___________________________________________________________________
 HX0783  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0783  DYNAMIC HT  -        1115.145 (meters)    3658.60  (feet)  COMP
 HX0783  MODELED GRAV-     979,762.4   (mgal)                       NAVD 88
 HX0783
 HX0783  VERT ORDER  -  SECOND    CLASS 0
 HX0783
 HX0783.The horizontal coordinates were scaled from a topographic map and have
 HX0783.an estimated accuracy of +/- 6 seconds.
 HX0783
 HX0783.The orthometric height was determined by differential leveling
 HX0783.and adjusted by the National Geodetic Survey in June 1991..
 HX0783
 HX0783.The geoid height was determined by GEOID03.
 HX0783
 HX0783.The dynamic height is computed by dividing the NAVD 88
 HX0783.geopotential number by the normal gravity value computed on the
 HX0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0783.degrees latitude (g = 980.6199 gals.).
 HX0783
 HX0783.The modeled gravity was interpolated from observed gravity values.
 HX0783
 HX0783;                    North         East    Units  Estimated Accuracy
 HX0783;SPC WV S     -   146,800.      668,470.      MT  (+/- 180 meters Scaled)
 HX0783
 HX0783                          SUPERSEDED SURVEY CONTROL
 HX0783
 HX0783  NGVD 29 (??/??/92) 1116.154  (m)         3661.92   (f) ADJ UNCH    2 0
 HX0783
 HX0783.Superseded values are not recommended for survey control.
 HX0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0783.See file dsdata.txt to determine how the superseded data were derived.
 HX0783
 HX0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC684416(NAD 83)
 HX0783_MARKER: DB = BENCH MARK DISK
 HX0783_SETTING: 80 = SET IN A BOULDER
 HX0783_SP_SET: BOULDER
 HX0783_STAMPING: P 252 1962
 HX0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0783+STABILITY: SURFACE MOTION
 HX0783
 HX0783  HISTORY     - Date     Condition        Report By
 HX0783  HISTORY     - 1962     MONUMENTED       CGS
 HX0783
 HX0783                          STATION DESCRIPTION
 HX0783
 HX0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0783'6 MI NW FROM WOODROW.
 HX0783'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0783'GRADE SCHOOL, THENCE 4.6 MILES NORTHWEST ALONG A U.S. FORESTRY
 HX0783'ROAD 76, ABOUT 0.8 MILE NORTHWEST OF BENCH MARK F 247 AT THE
 HX0783'JUNCTION OF LINE 42, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 HX0783'LARGE ROCK THAT IS 30-BY 12-FOOT WIDE, 6 FEET NORTHEAST OF THE
 HX0783'SOUTHWEST END OF THE ROCK, 69 FEET SOUTHWEST OF THE CENTER LINE
 HX0783'OF THE ROAD, ABOUT 3 FEET ABOVE THE GROUND, AND ABOUT 20 FEET
 HX0783'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0645 ***********************************************************************
 HX0645  DESIGNATION -  P 253
 HX0645  PID         -  HX0645
 HX0645  STATE/COUNTY-  WV/RANDOLPH
 HX0645  USGS QUAD   -  MINGO (1995)
 HX0645
 HX0645                         *CURRENT SURVEY CONTROL
 HX0645  ___________________________________________________________________
 HX0645* NAD 83(1986)-  38 29 22.     (N)    080 02 37.     (W)     SCALED    
 HX0645* NAVD 88     -       835.354  (meters)    2740.66   (feet)  ADJUSTED  
 HX0645  ___________________________________________________________________
 HX0645  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0645  DYNAMIC HT  -         834.684 (meters)    2738.46  (feet)  COMP
 HX0645  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 HX0645
 HX0645  VERT ORDER  -  FIRST     CLASS II
 HX0645
 HX0645.The horizontal coordinates were scaled from a topographic map and have
 HX0645.an estimated accuracy of +/- 6 seconds.
 HX0645
 HX0645.The orthometric height was determined by differential leveling
 HX0645.and adjusted by the National Geodetic Survey in June 1991..
 HX0645
 HX0645.The geoid height was determined by GEOID03.
 HX0645
 HX0645.The dynamic height is computed by dividing the NAVD 88
 HX0645.geopotential number by the normal gravity value computed on the
 HX0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0645.degrees latitude (g = 980.6199 gals.).
 HX0645
 HX0645.The modeled gravity was interpolated from observed gravity values.
 HX0645
 HX0645;                    North         East    Units  Estimated Accuracy
 HX0645;SPC WV S     -   165,740.      683,430.      MT  (+/- 180 meters Scaled)
 HX0645
 HX0645                          SUPERSEDED SURVEY CONTROL
 HX0645
 HX0645  NGVD 29 (??/??/92)  835.436  (m)         2740.93   (f) ADJ UNCH    1 2
 HX0645
 HX0645.Superseded values are not recommended for survey control.
 HX0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0645.See file dsdata.txt to determine how the superseded data were derived.
 HX0645
 HX0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC834605(NAD 83)
 HX0645_MARKER: DB = BENCH MARK DISK
 HX0645_SETTING: 66 = SET IN ROCK OUTCROP
 HX0645_SP_SET: ROCK CUT
 HX0645_STAMPING: P 253 1962
 HX0645_MARK LOGO: CGS   
 HX0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0645+STABILITY: POSITION/ELEVATION WELL
 HX0645
 HX0645  HISTORY     - Date     Condition        Report By
 HX0645  HISTORY     - 1962     MONUMENTED       CGS
 HX0645  HISTORY     - 1983     GOOD             NGS
 HX0645
 HX0645                          STATION DESCRIPTION
 HX0645
 HX0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0645'2.7 MI NW FROM MACE.
 HX0645'2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 HX0645'AT MACE, ABOUT 0.35 MILE NORTHWEST OF A CONCRETE BRIDGE OVER
 HX0645'THE TYGART RIVER, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK
 HX0645'CUT THAT IS ABOUT 150 YARDS LONG AND 20-FOOT HIGH AT A POINT
 HX0645'WHERE THE MARK IS SET, 91 FEET NORTH OF A 24-INCH PIPE CULVERT,
 HX0645'122 FEET NORTHWEST OF THE SOUTHEAST END OF THE ROCK CUT, 18
 HX0645'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 89 FEET
 HX0645'SOUTHEAST OF THE NORTHEAST END OF A FOOT BRIDGE OVER A SMALL
 HX0645'STREAM, ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 HX0645'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX0645
 HX0645                          STATION RECOVERY (1983)
 HX0645
 HX0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2000 ***********************************************************************
 HW2000  DESIGNATION -  P 254
 HW2000  PID         -  HW2000
 HW2000  STATE/COUNTY-  WV/POCAHONTAS
 HW2000  USGS QUAD   -  DURBIN (1995)
 HW2000
 HW2000                         *CURRENT SURVEY CONTROL
 HW2000  ___________________________________________________________________
 HW2000* NAD 83(1986)-  38 33 00.     (N)    079 49 56.     (W)     SCALED    
 HW2000* NAVD 88     -       835.864  (meters)    2742.33   (feet)  ADJUSTED  
 HW2000  ___________________________________________________________________
 HW2000  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HW2000  DYNAMIC HT  -         835.198 (meters)    2740.15  (feet)  COMP
 HW2000  MODELED GRAV-     979,802.8   (mgal)                       NAVD 88
 HW2000
 HW2000  VERT ORDER  -  SECOND    CLASS 0
 HW2000
 HW2000.The horizontal coordinates were scaled from a topographic map and have
 HW2000.an estimated accuracy of +/- 6 seconds.
 HW2000
 HW2000.The orthometric height was determined by differential leveling
 HW2000.and adjusted by the National Geodetic Survey in June 1991..
 HW2000
 HW2000.The geoid height was determined by GEOID03.
 HW2000
 HW2000.The dynamic height is computed by dividing the NAVD 88
 HW2000.geopotential number by the normal gravity value computed on the
 HW2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2000.degrees latitude (g = 980.6199 gals.).
 HW2000
 HW2000.The modeled gravity was interpolated from observed gravity values.
 HW2000
 HW2000;                    North         East    Units  Estimated Accuracy
 HW2000;SPC WV S     -   172,680.      701,790.      MT  (+/- 180 meters Scaled)
 HW2000
 HW2000                          SUPERSEDED SURVEY CONTROL
 HW2000
 HW2000  NGVD 29 (??/??/92)  835.932  (m)         2742.55   (f) ADJ UNCH    2 0
 HW2000
 HW2000.Superseded values are not recommended for survey control.
 HW2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2000.See file dsdata.txt to determine how the superseded data were derived.
 HW2000
 HW2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC017674(NAD 83)
 HW2000_MARKER: DB = BENCH MARK DISK
 HW2000_SETTING: 66 = SET IN ROCK OUTCROP
 HW2000_SP_SET: ROCK CUT
 HW2000_STAMPING: P 254 1962
 HW2000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2000+STABILITY: POSITION/ELEVATION WELL
 HW2000
 HW2000  HISTORY     - Date     Condition        Report By
 HW2000  HISTORY     - 1962     MONUMENTED       CGS
 HW2000
 HW2000                          STATION DESCRIPTION
 HW2000
 HW2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2000'0.6 MI NW FROM DURBIN.
 HW2000'ABOUT 0.65 MILE NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 HW2000'OFFICE AT DURBIN, 16 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 HW2000'ABOUT 4 1/2 FEET ABOVE LEVEL OF HIGHWAY, 72 FEET WEST OF BRIDGE
 HW2000'OVER GREENBRIER RIVER, 2 FEET ABOVE GROUND, AND SET IN THE EAST
 HW2000'FACE OF A ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0688 ***********************************************************************
 HX0688  DESIGNATION -  P 255
 HX0688  PID         -  HX0688
 HX0688  STATE/COUNTY-  WV/POCAHONTAS
 HX0688  USGS QUAD   -  SHARP KNOB (1995)
 HX0688
 HX0688                         *CURRENT SURVEY CONTROL
 HX0688  ___________________________________________________________________
 HX0688* NAD 83(1986)-  38 24 54.     (N)    080 09 57.     (W)     SCALED    
 HX0688* NAVD 88     -      1268.273  (meters)    4160.99   (feet)  ADJUSTED  
 HX0688  ___________________________________________________________________
 HX0688  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HX0688  DYNAMIC HT  -        1267.267 (meters)    4157.69  (feet)  COMP
 HX0688  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 HX0688
 HX0688  VERT ORDER  -  SECOND    CLASS 0
 HX0688
 HX0688.The horizontal coordinates were scaled from a topographic map and have
 HX0688.an estimated accuracy of +/- 6 seconds.
 HX0688
 HX0688.The orthometric height was determined by differential leveling
 HX0688.and adjusted by the National Geodetic Survey in June 1991..
 HX0688
 HX0688.The geoid height was determined by GEOID03.
 HX0688
 HX0688.The dynamic height is computed by dividing the NAVD 88
 HX0688.geopotential number by the normal gravity value computed on the
 HX0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0688.degrees latitude (g = 980.6199 gals.).
 HX0688
 HX0688.The modeled gravity was interpolated from observed gravity values.
 HX0688
 HX0688;                    North         East    Units  Estimated Accuracy
 HX0688;SPC WV S     -   157,380.      672,850.      MT  (+/- 180 meters Scaled)
 HX0688
 HX0688                          SUPERSEDED SURVEY CONTROL
 HX0688
 HX0688  NGVD 29 (??/??/92) 1268.392  (m)         4161.38   (f) ADJ UNCH    2 0
 HX0688
 HX0688.Superseded values are not recommended for survey control.
 HX0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0688.See file dsdata.txt to determine how the superseded data were derived.
 HX0688
 HX0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC728521(NAD 83)
 HX0688_MARKER: DB = BENCH MARK DISK
 HX0688_SETTING: 66 = SET IN ROCK OUTCROP
 HX0688_SP_SET: ROCK OUTCROP
 HX0688_STAMPING: P 255 1962
 HX0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0688+STABILITY: POSITION/ELEVATION WELL
 HX0688
 HX0688  HISTORY     - Date     Condition        Report By
 HX0688  HISTORY     - 1962     MONUMENTED       CGS
 HX0688
 HX0688                          STATION DESCRIPTION
 HX0688
 HX0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0688'22.4 MI SE FROM BOLAIR.
 HX0688'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0688'BOLAIR, THENCE 22.2 MILES SOUTHEAST ALONG GAULEY RIVER ROAD, AT
 HX0688'THE JUNCTION OF A GRADED ROAD LEADING NORTHEAST TO SHARP KNOB
 HX0688'FIRE TOWER, ON TOP OF THE HIGHEST POINT OF A SLIGHTLY ROUNDED
 HX0688'ROCK OUTCROP THAT IS BETWEEN THE ROAD AND A LARGE ABANDONED
 HX0688'STRIPE MINE, 108 FEET NORTHWEST OF THE CENTER LINE OF THE
 HX0688'NORTHWEST LEG OF THE ROAD NORTHEAST, 21 FEET NORTHEAST OF THE
 HX0688'CENTER LINE OF THE ROAD, 68 FEET SOUTHEAST OF THE FIRST POWER
 HX0688'POLE NORTHWEST OF THE JUNCTION, AND ABOUT 1 FOOT ABOVE THE LEVEL
 HX0688'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0040 ***********************************************************************
 HX0040  DESIGNATION -  P 257
 HX0040  PID         -  HX0040
 HX0040  STATE/COUNTY-  WV/RANDOLPH
 HX0040  USGS QUAD   -  VALLEY HEAD (1995)
 HX0040
 HX0040                         *CURRENT SURVEY CONTROL
 HX0040  ___________________________________________________________________
 HX0040* NAD 83(1986)-  38 33 30.     (N)    080 06 31.     (W)     SCALED    
 HX0040* NAVD 88     -      1012.525  (meters)    3321.93   (feet)  ADJUSTED  
 HX0040  ___________________________________________________________________
 HX0040  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0040  DYNAMIC HT  -        1011.692 (meters)    3319.19  (feet)  COMP
 HX0040  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 HX0040
 HX0040  VERT ORDER  -  SECOND    CLASS 0
 HX0040
 HX0040.The horizontal coordinates were scaled from a topographic map and have
 HX0040.an estimated accuracy of +/- 6 seconds.
 HX0040
 HX0040.The orthometric height was determined by differential leveling
 HX0040.and adjusted by the National Geodetic Survey in June 1991..
 HX0040
 HX0040.The geoid height was determined by GEOID03.
 HX0040
 HX0040.The dynamic height is computed by dividing the NAVD 88
 HX0040.geopotential number by the normal gravity value computed on the
 HX0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0040.degrees latitude (g = 980.6199 gals.).
 HX0040
 HX0040.The modeled gravity was interpolated from observed gravity values.
 HX0040
 HX0040;                    North         East    Units  Estimated Accuracy
 HX0040;SPC WV S     -   173,330.      677,690.      MT  (+/- 180 meters Scaled)
 HX0040
 HX0040                          SUPERSEDED SURVEY CONTROL
 HX0040
 HX0040  NGVD 29 (??/??/92) 1012.613  (m)         3322.21   (f) ADJ UNCH    2 0
 HX0040
 HX0040.Superseded values are not recommended for survey control.
 HX0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0040.See file dsdata.txt to determine how the superseded data were derived.
 HX0040
 HX0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC776681(NAD 83)
 HX0040_MARKER: DB = BENCH MARK DISK
 HX0040_SETTING: 80 = SET IN A BOULDER
 HX0040_SP_SET: BOULDER
 HX0040_STAMPING: P 257 1962
 HX0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0040+STABILITY: SURFACE MOTION
 HX0040
 HX0040  HISTORY     - Date     Condition        Report By
 HX0040  HISTORY     - 1962     MONUMENTED       CGS
 HX0040
 HX0040                          STATION DESCRIPTION
 HX0040
 HX0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0040'0.6 MI W FROM MONTERVILLE.
 HX0040'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 15 FROM THE ELEMENTARY
 HX0040'SCHOOL AT MONTERVILLE, 0.2 MILE SOUTHWEST OF JUNCTION OF ROAD
 HX0040'LEADING NORTH TO PICKENS, 33 FEET NORTHWEST OF CENTER LINE OF
 HX0040'HIGHWAY, ABOUT 7 FEET ABOVE LEVEL OF HIGHWAY, 18 FEET NORTH OF
 HX0040'NORTHWEST END OF A 2 FOOT WIDE STONE BOX CULVERT, 5 FEET NORTH
 HX0040'OF SOUTH CORNER OF BOULDER, AND SET ON TOP OF A 5 FOOT HIGH
 HX0040'EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0168 ***********************************************************************
 HX0168  DESIGNATION -  P 258
 HX0168  PID         -  HX0168
 HX0168  STATE/COUNTY-  WV/WEBSTER
 HX0168  USGS QUAD   -  DIANA (1982)
 HX0168
 HX0168                         *CURRENT SURVEY CONTROL
 HX0168  ___________________________________________________________________
 HX0168* NAD 83(1986)-  38 30 51.     (N)    080 25 35.     (W)     SCALED    
 HX0168* NAVD 88     -       618.161  (meters)    2028.08   (feet)  ADJUSTED  
 HX0168  ___________________________________________________________________
 HX0168  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 HX0168  DYNAMIC HT  -         617.685 (meters)    2026.52  (feet)  COMP
 HX0168  MODELED GRAV-     979,838.8   (mgal)                       NAVD 88
 HX0168
 HX0168  VERT ORDER  -  SECOND    CLASS 0
 HX0168
 HX0168.The horizontal coordinates were scaled from a topographic map and have
 HX0168.an estimated accuracy of +/- 6 seconds.
 HX0168
 HX0168.The orthometric height was determined by differential leveling
 HX0168.and adjusted by the National Geodetic Survey in June 1991..
 HX0168
 HX0168.The geoid height was determined by GEOID03.
 HX0168
 HX0168.The dynamic height is computed by dividing the NAVD 88
 HX0168.geopotential number by the normal gravity value computed on the
 HX0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0168.degrees latitude (g = 980.6199 gals.).
 HX0168
 HX0168.The modeled gravity was interpolated from observed gravity values.
 HX0168
 HX0168;                    North         East    Units  Estimated Accuracy
 HX0168;SPC WV S     -   168,210.      650,030.      MT  (+/- 180 meters Scaled)
 HX0168
 HX0168                          SUPERSEDED SURVEY CONTROL
 HX0168
 HX0168  NGVD 29 (??/??/92)  618.311  (m)         2028.58   (f) ADJ UNCH    2 0
 HX0168
 HX0168.Superseded values are not recommended for survey control.
 HX0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0168.See file dsdata.txt to determine how the superseded data were derived.
 HX0168
 HX0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC500630(NAD 83)
 HX0168_MARKER: DB = BENCH MARK DISK
 HX0168_SETTING: 66 = SET IN ROCK OUTCROP
 HX0168_SP_SET: UNSPECIFIED ROCK
 HX0168_STAMPING: P 258 1962
 HX0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0168+STABILITY: POSITION/ELEVATION WELL
 HX0168
 HX0168  HISTORY     - Date     Condition        Report By
 HX0168  HISTORY     - 1962     MONUMENTED       CGS
 HX0168
 HX0168                          STATION DESCRIPTION
 HX0168
 HX0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0168'3.4 MI N FROM WEBSTER SPRINGS.
 HX0168'ABOUT 3.4 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE JUNCTION
 HX0168'OF STATE HIGHWAYS 20 AND 15 AT WEBSTER SPRINGS, ON THE OUTSIDE
 HX0168'AT THE WEST END OF A CURVE WITH THE TANGENTS EXTENDING TO THE
 HX0168'SOUTHEAST AND WEST, SET ON THE TOP OF A ROCK THAT IS ABOUT 18
 HX0168'FEET LONG AND 4 1/2 FEET HIGH, 19 FEET NORTH OF THE CENTER LINE
 HX0168'OF THE HIGHWAY, 109 FEET NORTHWEST OF THE CENTER LINE OF A DIM
 HX0168'ROAD NORTH AND A PRIVATE DRIVE LEADING WEST, 4 FEET EAST OF THE
 HX0168'WEST END OF THE ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HX0168'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0259 ***********************************************************************
 HX0259  DESIGNATION -  P 259
 HX0259  PID         -  HX0259
 HX0259  STATE/COUNTY-  WV/WEBSTER
 HX0259  USGS QUAD   -  DIANA (1982)
 HX0259
 HX0259                         *CURRENT SURVEY CONTROL
 HX0259  ___________________________________________________________________
 HX0259* NAD 83(1986)-  38 33 55.     (N)    080 26 51.     (W)     SCALED    
 HX0259* NAVD 88     -       392.138  (meters)    1286.54   (feet)  ADJUSTED  
 HX0259  ___________________________________________________________________
 HX0259  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HX0259  DYNAMIC HT  -         391.858 (meters)    1285.62  (feet)  COMP
 HX0259  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 HX0259
 HX0259  VERT ORDER  -  SECOND    CLASS 0
 HX0259
 HX0259.The horizontal coordinates were scaled from a topographic map and have
 HX0259.an estimated accuracy of +/- 6 seconds.
 HX0259
 HX0259.The orthometric height was determined by differential leveling
 HX0259.and adjusted by the National Geodetic Survey in June 1991..
 HX0259
 HX0259.The geoid height was determined by GEOID03.
 HX0259
 HX0259.The dynamic height is computed by dividing the NAVD 88
 HX0259.geopotential number by the normal gravity value computed on the
 HX0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0259.degrees latitude (g = 980.6199 gals.).
 HX0259
 HX0259.The modeled gravity was interpolated from observed gravity values.
 HX0259
 HX0259;                    North         East    Units  Estimated Accuracy
 HX0259;SPC WV S     -   173,870.      648,150.      MT  (+/- 180 meters Scaled)
 HX0259
 HX0259                          SUPERSEDED SURVEY CONTROL
 HX0259
 HX0259  NGVD 29 (??/??/92)  392.303  (m)         1287.08   (f) ADJ UNCH    2 0
 HX0259
 HX0259.Superseded values are not recommended for survey control.
 HX0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0259.See file dsdata.txt to determine how the superseded data were derived.
 HX0259
 HX0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC481686(NAD 83)
 HX0259_MARKER: DB = BENCH MARK DISK
 HX0259_SETTING: 66 = SET IN ROCK OUTCROP
 HX0259_SP_SET: ROCK PROJECTION
 HX0259_STAMPING: P 259 1962
 HX0259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0259+STABILITY: POSITION/ELEVATION WELL
 HX0259
 HX0259  HISTORY     - Date     Condition        Report By
 HX0259  HISTORY     - 1962     MONUMENTED       CGS
 HX0259
 HX0259                          STATION DESCRIPTION
 HX0259
 HX0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0259'0.3 MI NW FROM DIANA.
 HX0259'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0259'OFFICE AT DIANA, THENCE 0.2 MILE NORTHWEST ALONG THE HOLLY RIVER
 HX0259'ROAD THAT FOLLOWS ALONG THE RIGHT FORK OF THE HOLLY RIVER, ON THE
 HX0259'OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING TO THE NORTH AND
 HX0259'EAST, SET ON TOP OF A ROCK THAT IS 6 FEET WIDE AND PROJECTS OUT
 HX0259'OF THE ROAD BANK, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX0259'ROAD, 57 FEET EAST OF THE NORTHEAST CORNER OF A SMALL FRAME
 HX0259'HOUSE, 69 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVE,
 HX0259'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1033 ***********************************************************************
 JX1033  DESIGNATION -  P 26
 JX1033  PID         -  JX1033
 JX1033  STATE/COUNTY-  WV/PLEASANTS
 JX1033  USGS QUAD   -  SCHULTZ (1975)
 JX1033
 JX1033                         *CURRENT SURVEY CONTROL
 JX1033  ___________________________________________________________________
 JX1033* NAD 83(1986)-  39 22 22.     (N)    081 10 35.     (W)     SCALED    
 JX1033* NAVD 88     -       324.104  (meters)    1063.33   (feet)  ADJUSTED  
 JX1033  ___________________________________________________________________
 JX1033  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JX1033  DYNAMIC HT  -         323.909 (meters)    1062.69  (feet)  COMP
 JX1033  MODELED GRAV-     980,014.2   (mgal)                       NAVD 88
 JX1033
 JX1033  VERT ORDER  -  SECOND    CLASS 0
 JX1033
 JX1033.The horizontal coordinates were scaled from a topographic map and have
 JX1033.an estimated accuracy of +/- 6 seconds.
 JX1033
 JX1033.The orthometric height was determined by differential leveling
 JX1033.and adjusted by the National Geodetic Survey in June 1991..
 JX1033
 JX1033.The geoid height was determined by GEOID03.
 JX1033
 JX1033.The dynamic height is computed by dividing the NAVD 88
 JX1033.geopotential number by the normal gravity value computed on the
 JX1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1033.degrees latitude (g = 980.6199 gals.).
 JX1033
 JX1033.The modeled gravity was interpolated from observed gravity values.
 JX1033
 JX1033;                    North         East    Units  Estimated Accuracy
 JX1033;SPC WV N     -    98,240.      455,560.      MT  (+/- 180 meters Scaled)
 JX1033
 JX1033                          SUPERSEDED SURVEY CONTROL
 JX1033
 JX1033  NGVD 29 (??/??/92)  324.259  (m)         1063.84   (f) ADJ UNCH    2 0
 JX1033
 JX1033.Superseded values are not recommended for survey control.
 JX1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1033.See file dsdata.txt to determine how the superseded data were derived.
 JX1033
 JX1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD848581(NAD 83)
 JX1033_MARKER: DB = BENCH MARK DISK
 JX1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1033_STAMPING: P-26 1935
 JX1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1033+STABILITY: SURFACE MOTION
 JX1033
 JX1033  HISTORY     - Date     Condition        Report By
 JX1033  HISTORY     - 1935     MONUMENTED       CGS
 JX1033
 JX1033                          STATION DESCRIPTION
 JX1033
 JX1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX1033'2.6 MI SE FROM ST MARYS.
 JX1033'95 FEET SOUTH OF A TWO STORY WHITE FARM HOUSE, 65 FEET NORTHWEST
 JX1033'OF A WHITE BARN, 27 FEET SOUTHWEST OF CENTER LINE OF U.S.
 JX1033'HIGHWAY 50 N AND STATE HIGHWAY 16, 15 FEET SOUTHEAST OF SOUTH
 JX1033'POLE OF THREE SUPPORTING POLES FOR BIRD HOUSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1034 ***********************************************************************
 JX1034  DESIGNATION -  P 26 RESET 1957
 JX1034  PID         -  JX1034
 JX1034  STATE/COUNTY-  WV/PLEASANTS
 JX1034  USGS QUAD   -  SCHULTZ (1975)
 JX1034
 JX1034                         *CURRENT SURVEY CONTROL
 JX1034  ___________________________________________________________________
 JX1034* NAD 83(1986)-  39 22 22.     (N)    081 10 35.     (W)     SCALED    
 JX1034* NAVD 88     -       324.080  (meters)    1063.25   (feet)  ADJUSTED  
 JX1034  ___________________________________________________________________
 JX1034  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JX1034  DYNAMIC HT  -         323.884 (meters)    1062.61  (feet)  COMP
 JX1034  MODELED GRAV-     980,014.2   (mgal)                       NAVD 88
 JX1034
 JX1034  VERT ORDER  -  SECOND    CLASS 0
 JX1034
 JX1034.The horizontal coordinates were scaled from a topographic map and have
 JX1034.an estimated accuracy of +/- 6 seconds.
 JX1034
 JX1034.The orthometric height was determined by differential leveling
 JX1034.and adjusted by the National Geodetic Survey in June 1991..
 JX1034
 JX1034.The geoid height was determined by GEOID03.
 JX1034
 JX1034.The dynamic height is computed by dividing the NAVD 88
 JX1034.geopotential number by the normal gravity value computed on the
 JX1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1034.degrees latitude (g = 980.6199 gals.).
 JX1034
 JX1034.The modeled gravity was interpolated from observed gravity values.
 JX1034
 JX1034;                    North         East    Units  Estimated Accuracy
 JX1034;SPC WV N     -    98,240.      455,560.      MT  (+/- 180 meters Scaled)
 JX1034
 JX1034                          SUPERSEDED SURVEY CONTROL
 JX1034
 JX1034  NGVD 29 (??/??/92)  324.242  (m)         1063.78   (f) ADJ UNCH    2 0
 JX1034
 JX1034.Superseded values are not recommended for survey control.
 JX1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1034.See file dsdata.txt to determine how the superseded data were derived.
 JX1034
 JX1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD848581(NAD 83)
 JX1034_MARKER: DB = BENCH MARK DISK
 JX1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1034_STAMPING: P 26 1935 RESET 1957
 JX1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1034+STABILITY: SURFACE MOTION
 JX1034
 JX1034  HISTORY     - Date     Condition        Report By
 JX1034  HISTORY     - 1957     MONUMENTED       CGS
 JX1034
 JX1034                          STATION DESCRIPTION
 JX1034
 JX1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1034'2.4 MI SE FROM ST MARYS.
 JX1034'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. ALTERNATE HIGHWAY 50 FROM
 JX1034'THE JUNCTION OF STATE HIGHWAY 2 AT ST. MARYS, ABOUT 0.55 MILE
 JX1034'SOUTHEAST OF SULLIVANS GROVERY STORE AND SERVICE STATION, 27
 JX1034'FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 67 1/2 FEET SOUTHEAST
 JX1034'OF SOUTHEAST END OF NORTHEAST CONCRETE HEAD WALL OF AN 18-INCH
 JX1034'PIPE CULVERT UNDER HIGHWAY, 36 FEET SOUTH-SOUTHWEST OF SOUTH
 JX1034'CORNER OF A TWO-STORY FARM HOUSE, 23 1/2 FEET SOUTH-SOUTHWEST OF
 JX1034'SOUTH CORNER OF CONCRETE CURB AROUND A WELL, 1 FOOT SOUTHWEST
 JX1034'OF SOUTH CORNER OF LAWN FENCE, ABOUT LEVEL WITH HIGHWAY AND
 JX1034'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0336 ***********************************************************************
 HX0336  DESIGNATION -  P 260
 HX0336  PID         -  HX0336
 HX0336  STATE/COUNTY-  WV/RANDOLPH
 HX0336  USGS QUAD   -  SAMP (1995)
 HX0336
 HX0336                         *CURRENT SURVEY CONTROL
 HX0336  ___________________________________________________________________
 HX0336* NAD 83(1986)-  38 37 21.     (N)    080 08 24.     (W)     SCALED    
 HX0336* NAVD 88     -      1156.972  (meters)    3795.83   (feet)  ADJUSTED  
 HX0336  ___________________________________________________________________
 HX0336  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HX0336  DYNAMIC HT  -        1156.021 (meters)    3792.71  (feet)  COMP
 HX0336  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 HX0336
 HX0336  VERT ORDER  -  SECOND    CLASS 0
 HX0336
 HX0336.The horizontal coordinates were scaled from a topographic map and have
 HX0336.an estimated accuracy of +/- 6 seconds.
 HX0336
 HX0336.The orthometric height was determined by differential leveling
 HX0336.and adjusted by the National Geodetic Survey in June 1991..
 HX0336
 HX0336.The geoid height was determined by GEOID03.
 HX0336
 HX0336.The dynamic height is computed by dividing the NAVD 88
 HX0336.geopotential number by the normal gravity value computed on the
 HX0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0336.degrees latitude (g = 980.6199 gals.).
 HX0336
 HX0336.The modeled gravity was interpolated from observed gravity values.
 HX0336
 HX0336;                    North         East    Units  Estimated Accuracy
 HX0336;SPC WV S     -   180,430.      674,890.      MT  (+/- 180 meters Scaled)
 HX0336
 HX0336                          SUPERSEDED SURVEY CONTROL
 HX0336
 HX0336  NGVD 29 (??/??/92) 1157.071  (m)         3796.16   (f) ADJ UNCH    2 0
 HX0336
 HX0336.Superseded values are not recommended for survey control.
 HX0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0336.See file dsdata.txt to determine how the superseded data were derived.
 HX0336
 HX0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC748752(NAD 83)
 HX0336_MARKER: DB = BENCH MARK DISK
 HX0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0336_STAMPING: P 260 1962
 HX0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0336+STABILITY: SURFACE MOTION
 HX0336
 HX0336  HISTORY     - Date     Condition        Report By
 HX0336  HISTORY     - 1962     MONUMENTED       CGS
 HX0336
 HX0336                          STATION DESCRIPTION
 HX0336
 HX0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0336'6 MI SE FROM PICKENS.
 HX0336'ABOUT 0.7 MILE SOUTHEAST ALONG COUNTY ROAD 47 FROM THE POST
 HX0336'OFFICE AT PICKENS, THENCE ABOUT 5.3 MILES SOUTHEAST ALONG COUNTY
 HX0336'ROAD 45, 0.4 MILE WEST OF THE KUMBRABOW STATE FOREST BOUNDARY
 HX0336'LINE, ON THE INSIDE OF A CURVE WITH THE TANGENTS EXTENDING TO
 HX0336'THE NORTHEAST AND NORTHWEST, 33 FEET NORTHWEST OF THE CENTER
 HX0336'LINE OF THE ROAD, 69 FEET NORTHWEST AND ACROSS THE ROAD FROM A
 HX0336'LARGE DIRT CUT, 26 1/2 FEET SOUTH OF AN OLD ABANDONED TELEPHONE
 HX0336'POLE, 2 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT 3 FEET
 HX0336'ABOVE THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A CONCRETE
 HX0336'POST THAT IS PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0290 ***********************************************************************
 HX0290  DESIGNATION -  P 261
 HX0290  PID         -  HX0290
 HX0290  STATE/COUNTY-  WV/WEBSTER
 HX0290  USGS QUAD   -  SKELT (1982)
 HX0290
 HX0290                         *CURRENT SURVEY CONTROL
 HX0290  ___________________________________________________________________
 HX0290* NAD 83(1986)-  38 31 49.     (N)    080 19 08.     (W)     SCALED    
 HX0290* NAVD 88     -       851.119  (meters)    2792.38   (feet)  ADJUSTED  
 HX0290  ___________________________________________________________________
 HX0290  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HX0290  DYNAMIC HT  -         850.428 (meters)    2790.11  (feet)  COMP
 HX0290  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 HX0290
 HX0290  VERT ORDER  -  SECOND    CLASS 0
 HX0290
 HX0290.The horizontal coordinates were scaled from a topographic map and have
 HX0290.an estimated accuracy of +/- 6 seconds.
 HX0290
 HX0290.The orthometric height was determined by differential leveling
 HX0290.and adjusted by the National Geodetic Survey in June 1991..
 HX0290
 HX0290.The geoid height was determined by GEOID03.
 HX0290
 HX0290.The dynamic height is computed by dividing the NAVD 88
 HX0290.geopotential number by the normal gravity value computed on the
 HX0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0290.degrees latitude (g = 980.6199 gals.).
 HX0290
 HX0290.The modeled gravity was interpolated from observed gravity values.
 HX0290
 HX0290;                    North         East    Units  Estimated Accuracy
 HX0290;SPC WV S     -   170,060.      659,390.      MT  (+/- 180 meters Scaled)
 HX0290
 HX0290                          SUPERSEDED SURVEY CONTROL
 HX0290
 HX0290  NGVD 29 (??/??/92)  851.229  (m)         2792.74   (f) ADJ UNCH    2 0
 HX0290
 HX0290.Superseded values are not recommended for survey control.
 HX0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0290.See file dsdata.txt to determine how the superseded data were derived.
 HX0290
 HX0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC593648(NAD 83)
 HX0290_MARKER: DB = BENCH MARK DISK
 HX0290_SETTING: 80 = SET IN A BOULDER
 HX0290_SP_SET: BOULDER
 HX0290_STAMPING: P 261 1962
 HX0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0290+STABILITY: SURFACE MOTION
 HX0290
 HX0290  HISTORY     - Date     Condition        Report By
 HX0290  HISTORY     - 1962     MONUMENTED       CGS
 HX0290
 HX0290                          STATION DESCRIPTION
 HX0290
 HX0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0290'11 MI NE FROM WEBSTER SPRINGS.
 HX0290'ABOUT 10.3 MILES SOUTHWEST AND THEN NORTHEAST ALONG STATE
 HX0290'HIGHWAY 15 FROM THE COURT HOUSE IN WEBSTER SPRINGS, THENCE
 HX0290'ABOUT 0.7 MILE NORTHWEST ALONG A TRAIL ROAD, SET VERTICALLY IN
 HX0290'THE SOUTHWEST FACE OF A LARGE BOULDER THAT IS 10-BY 15-FOOT
 HX0290'LONG, 6 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL, 33
 HX0290'FEET SOUTHEAST OF A 12-INCH HICKORY TREE WITH TWO TRUNKS, 0.3
 HX0290'FOOT WEST OF THE EAST EDGE OF THE BOULDER, AND ABOUT 3 FEET
 HX0290'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1649 ***********************************************************************
 HX1649  DESIGNATION -  P 262
 HX1649  PID         -  HX1649
 HX1649  STATE/COUNTY-  WV/BRAXTON
 HX1649  USGS QUAD   -  NEWVILLE (1976)
 HX1649
 HX1649                         *CURRENT SURVEY CONTROL
 HX1649  ___________________________________________________________________
 HX1649* NAD 83(1986)-  38 40 48.     (N)    080 34 08.     (W)     SCALED    
 HX1649* NAVD 88     -       424.353  (meters)    1392.23   (feet)  ADJUSTED  
 HX1649  ___________________________________________________________________
 HX1649  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HX1649  DYNAMIC HT  -         424.059 (meters)    1391.27  (feet)  COMP
 HX1649  MODELED GRAV-     979,923.6   (mgal)                       NAVD 88
 HX1649
 HX1649  VERT ORDER  -  SECOND    CLASS 0
 HX1649
 HX1649.The horizontal coordinates were scaled from a topographic map and have
 HX1649.an estimated accuracy of +/- 6 seconds.
 HX1649
 HX1649.The orthometric height was determined by differential leveling
 HX1649.and adjusted by the National Geodetic Survey in June 1991..
 HX1649
 HX1649.The geoid height was determined by GEOID03.
 HX1649
 HX1649.The dynamic height is computed by dividing the NAVD 88
 HX1649.geopotential number by the normal gravity value computed on the
 HX1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1649.degrees latitude (g = 980.6199 gals.).
 HX1649
 HX1649.The modeled gravity was interpolated from observed gravity values.
 HX1649
 HX1649;                    North         East    Units  Estimated Accuracy
 HX1649;SPC WV S     -   186,550.      637,510.      MT  (+/- 180 meters Scaled)
 HX1649
 HX1649                          SUPERSEDED SURVEY CONTROL
 HX1649
 HX1649  NGVD 29 (??/??/92)  424.530  (m)         1392.81   (f) ADJ UNCH    2 0
 HX1649
 HX1649.Superseded values are not recommended for survey control.
 HX1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1649.See file dsdata.txt to determine how the superseded data were derived.
 HX1649
 HX1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC374813(NAD 83)
 HX1649_MARKER: DB = BENCH MARK DISK
 HX1649_SETTING: 66 = SET IN ROCK OUTCROP
 HX1649_SP_SET: PROJECTING ROCK
 HX1649_STAMPING: P 262 1962
 HX1649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1649+STABILITY: POSITION/ELEVATION WELL
 HX1649
 HX1649  HISTORY     - Date     Condition        Report By
 HX1649  HISTORY     - 1962     MONUMENTED       CGS
 HX1649
 HX1649                          STATION DESCRIPTION
 HX1649
 HX1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1649'1.2 MI E FROM NEWVILLE.
 HX1649'ABOUT 1.2 MILES EAST ALONG A ROAD THAT LEADS TO KANAWHA CAMP FROM
 HX1649'THE POST OFFICE AT NEWVILLE, SET ON TOP OF A ROCK THAT IS ABOUT
 HX1649'3-FOOT LONG AND PROJECTS OUT OF THE GROUND, 24 FEET NORTHWEST OF
 HX1649'THE CENTER LINE OF THE ROAD, 2 FEET NORTHWEST OF A WIRE FENCE,
 HX1649'0.7 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK, ABOUT 1
 HX1649'FOOT ABOVE THE GROUND, AND IS ABOUT 5 FEET ABOVE THE LEVEL OF THE
 HX1649'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1669 ***********************************************************************
 HX1669  DESIGNATION -  P 263
 HX1669  PID         -  HX1669
 HX1669  STATE/COUNTY-  WV/WEBSTER
 HX1669  USGS QUAD   -  ERBACON (1976)
 HX1669
 HX1669                         *CURRENT SURVEY CONTROL
 HX1669  ___________________________________________________________________
 HX1669* NAD 83(1986)-  38 32 15.     (N)    080 30 38.     (W)     SCALED    
 HX1669* NAVD 88     -       655.540  (meters)    2150.72   (feet)  ADJUSTED  
 HX1669  ___________________________________________________________________
 HX1669  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HX1669  DYNAMIC HT  -         655.067 (meters)    2149.17  (feet)  COMP
 HX1669  MODELED GRAV-     979,885.5   (mgal)                       NAVD 88
 HX1669
 HX1669  VERT ORDER  -  SECOND    CLASS 0
 HX1669
 HX1669.The horizontal coordinates were scaled from a topographic map and have
 HX1669.an estimated accuracy of +/- 6 seconds.
 HX1669
 HX1669.The orthometric height was determined by differential leveling
 HX1669.and adjusted by the National Geodetic Survey in June 1991..
 HX1669
 HX1669.The geoid height was determined by GEOID03.
 HX1669
 HX1669.The dynamic height is computed by dividing the NAVD 88
 HX1669.geopotential number by the normal gravity value computed on the
 HX1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1669.degrees latitude (g = 980.6199 gals.).
 HX1669
 HX1669.The modeled gravity was interpolated from observed gravity values.
 HX1669
 HX1669;                    North         East    Units  Estimated Accuracy
 HX1669;SPC WV S     -   170,760.      642,670.      MT  (+/- 180 meters Scaled)
 HX1669
 HX1669                          SUPERSEDED SURVEY CONTROL
 HX1669
 HX1669  NGVD 29 (??/??/92)  655.720  (m)         2151.31   (f) ADJ UNCH    2 0
 HX1669
 HX1669.Superseded values are not recommended for survey control.
 HX1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1669.See file dsdata.txt to determine how the superseded data were derived.
 HX1669
 HX1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC426655(NAD 83)
 HX1669_MARKER: DB = BENCH MARK DISK
 HX1669_SETTING: 80 = SET IN A BOULDER
 HX1669_SP_SET: BOULDER
 HX1669_STAMPING: P 263 1962
 HX1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1669+STABILITY: SURFACE MOTION
 HX1669
 HX1669  HISTORY     - Date     Condition        Report By
 HX1669  HISTORY     - 1962     MONUMENTED       CGS
 HX1669
 HX1669                          STATION DESCRIPTION
 HX1669
 HX1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1669'6.2 MI NE FROM ERBACON.
 HX1669'ABOUT 1.0 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1669'FROM THE POST OFFICE AT ERBACON, THENCE 3.4 MILES EAST ALONG
 HX1669'WHITE OAK RUN ROAD, THENCE 1.8 MILES EAST ALONG A TRAIL THAT
 HX1669'FOLLOWS ALONG UPPER LAUREL FORK, SET ON TOP OF A ROCK THAT IS 2-BY
 HX1669'4-FOOT LONG, 6 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 0.5
 HX1669'FOOT NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK, AND ABOUT 0.5
 HX1669'FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1569 ***********************************************************************
 HX1569  DESIGNATION -  P 264
 HX1569  PID         -  HX1569
 HX1569  STATE/COUNTY-  WV/BRAXTON
 HX1569  USGS QUAD   -  NEWVILLE (1976)
 HX1569
 HX1569                         *CURRENT SURVEY CONTROL
 HX1569  ___________________________________________________________________
 HX1569* NAD 83(1986)-  38 38 08.     (N)    080 34 49.     (W)     SCALED    
 HX1569* NAVD 88     -       306.917  (meters)    1006.94   (feet)  ADJUSTED  
 HX1569  ___________________________________________________________________
 HX1569  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HX1569  DYNAMIC HT  -         306.703 (meters)    1006.24  (feet)  COMP
 HX1569  MODELED GRAV-     979,923.1   (mgal)                       NAVD 88
 HX1569
 HX1569  VERT ORDER  -  SECOND    CLASS 0
 HX1569
 HX1569.The horizontal coordinates were scaled from a topographic map and have
 HX1569.an estimated accuracy of +/- 6 seconds.
 HX1569
 HX1569.The orthometric height was determined by differential leveling
 HX1569.and adjusted by the National Geodetic Survey in June 1991..
 HX1569
 HX1569.The geoid height was determined by GEOID03.
 HX1569
 HX1569.The dynamic height is computed by dividing the NAVD 88
 HX1569.geopotential number by the normal gravity value computed on the
 HX1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1569.degrees latitude (g = 980.6199 gals.).
 HX1569
 HX1569.The modeled gravity was interpolated from observed gravity values.
 HX1569
 HX1569;                    North         East    Units  Estimated Accuracy
 HX1569;SPC WV S     -   181,610.      636,540.      MT  (+/- 180 meters Scaled)
 HX1569
 HX1569                          SUPERSEDED SURVEY CONTROL
 HX1569
 HX1569  NGVD 29 (??/??/92)  307.099  (m)         1007.54   (f) ADJ UNCH    2 0
 HX1569
 HX1569.Superseded values are not recommended for survey control.
 HX1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1569.See file dsdata.txt to determine how the superseded data were derived.
 HX1569
 HX1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC365764(NAD 83)
 HX1569_MARKER: DB = BENCH MARK DISK
 HX1569_SETTING: 66 = SET IN ROCK OUTCROP
 HX1569_SP_SET: ROCK CUT
 HX1569_STAMPING: P 264 1962
 HX1569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1569+STABILITY: POSITION/ELEVATION WELL
 HX1569
 HX1569  HISTORY     - Date     Condition        Report By
 HX1569  HISTORY     - 1962     MONUMENTED       CGS
 HX1569
 HX1569                          STATION DESCRIPTION
 HX1569
 HX1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1569'1.8 MI NW FROM CENTRALIA.
 HX1569'ABOUT 1.85 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1569'FROM THE STATION AT CENTRALIA, ON THE INSIDE OF A CURVE WITH
 HX1569'TANGENTS EXTENDING WEST AND SOUTHEAST, SET VERTICALLY IN
 HX1569'NORTHEAST FACE OF A ROCK CUT, 130 FEET NORTHWEST OF SOUTHEAST
 HX1569'END OF CUT, 18 FEET SOUTHWEST OF SOUTHWEST RAIL, 150 FEET WEST
 HX1569'OF POLE --- 94-20, AND IS ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2142 ***********************************************************************
 HW2142  DESIGNATION -  P 265
 HW2142  PID         -  HW2142
 HW2142  STATE/COUNTY-  WV/RANDOLPH
 HW2142  USGS QUAD   -  SNYDER KNOB (1995)
 HW2142
 HW2142                         *CURRENT SURVEY CONTROL
 HW2142  ___________________________________________________________________
 HW2142* NAD 83(1986)-  38 32 00.     (N)    079 56 24.     (W)     SCALED    
 HW2142* NAVD 88     -      1127.631  (meters)    3699.57   (feet)  ADJUSTED  
 HW2142  ___________________________________________________________________
 HW2142  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 HW2142  DYNAMIC HT  -        1126.724 (meters)    3696.59  (feet)  COMP
 HW2142  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 HW2142
 HW2142  VERT ORDER  -  SECOND    CLASS 0
 HW2142
 HW2142.The horizontal coordinates were scaled from a topographic map and have
 HW2142.an estimated accuracy of +/- 6 seconds.
 HW2142
 HW2142.The orthometric height was determined by differential leveling
 HW2142.and adjusted by the National Geodetic Survey in June 1991..
 HW2142
 HW2142.The geoid height was determined by GEOID03.
 HW2142
 HW2142.The dynamic height is computed by dividing the NAVD 88
 HW2142.geopotential number by the normal gravity value computed on the
 HW2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2142.degrees latitude (g = 980.6199 gals.).
 HW2142
 HW2142.The modeled gravity was interpolated from observed gravity values.
 HW2142
 HW2142;                    North         East    Units  Estimated Accuracy
 HW2142;SPC WV S     -   170,710.      692,420.      MT  (+/- 180 meters Scaled)
 HW2142
 HW2142                          SUPERSEDED SURVEY CONTROL
 HW2142
 HW2142  NGVD 29 (??/??/92) 1127.714  (m)         3699.84   (f) ADJ UNCH    2 0
 HW2142
 HW2142.Superseded values are not recommended for survey control.
 HW2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2142.See file dsdata.txt to determine how the superseded data were derived.
 HW2142
 HW2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC923655(NAD 83)
 HW2142_MARKER: DB = BENCH MARK DISK
 HW2142_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2142_STAMPING: P 265 1962
 HW2142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2142
 HW2142  HISTORY     - Date     Condition        Report By
 HW2142  HISTORY     - 1962     MONUMENTED       CGS
 HW2142
 HW2142                          STATION DESCRIPTION
 HW2142
 HW2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2142'8.9 MI SW FROM CHEAT BRIDGE.
 HW2142'ABOUT 8.9 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY
 HW2142'FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE, ABOUT
 HW2142'0.4 MILE NORTH OF MILEPOST C 33, ON TOP OF THE NORTHEAST CORNER
 HW2142'OF A EMBEDDED ROCK THAT IS 8-BY 12-FOOT LONG, 20 FEET WEST OF
 HW2142'THE WEST RAIL, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1971 ***********************************************************************
 HW1971  DESIGNATION -  P 266
 HW1971  PID         -  HW1971
 HW1971  STATE/COUNTY-  WV/RANDOLPH
 HW1971  USGS QUAD   -  MILL CREEK (1995)
 HW1971
 HW1971                         *CURRENT SURVEY CONTROL
 HW1971  ___________________________________________________________________
 HW1971* NAD 83(1986)-  38 39 34.     (N)    079 56 06.     (W)     SCALED    
 HW1971* NAVD 88     -       750.822  (meters)    2463.32   (feet)  ADJUSTED  
 HW1971  ___________________________________________________________________
 HW1971  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HW1971  DYNAMIC HT  -         750.241 (meters)    2461.42  (feet)  COMP
 HW1971  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 HW1971
 HW1971  VERT ORDER  -  SECOND    CLASS 0
 HW1971
 HW1971.The horizontal coordinates were scaled from a topographic map and have
 HW1971.an estimated accuracy of +/- 6 seconds.
 HW1971
 HW1971.The orthometric height was determined by differential leveling
 HW1971.and adjusted by the National Geodetic Survey in June 1991..
 HW1971
 HW1971.The geoid height was determined by GEOID03.
 HW1971
 HW1971.The dynamic height is computed by dividing the NAVD 88
 HW1971.geopotential number by the normal gravity value computed on the
 HW1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1971.degrees latitude (g = 980.6199 gals.).
 HW1971
 HW1971.The modeled gravity was interpolated from observed gravity values.
 HW1971
 HW1971;                    North         East    Units  Estimated Accuracy
 HW1971;SPC WV S     -   184,720.      692,690.      MT  (+/- 180 meters Scaled)
 HW1971
 HW1971                          SUPERSEDED SURVEY CONTROL
 HW1971
 HW1971  NGVD 29 (??/??/92)  750.940  (m)         2463.71   (f) ADJ UNCH    2 0
 HW1971
 HW1971.Superseded values are not recommended for survey control.
 HW1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1971.See file dsdata.txt to determine how the superseded data were derived.
 HW1971
 HW1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC926795(NAD 83)
 HW1971_MARKER: DB = BENCH MARK DISK
 HW1971_SETTING: 80 = SET IN A BOULDER
 HW1971_STAMPING: P 266 1962
 HW1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1971+STABILITY: SURFACE MOTION
 HW1971
 HW1971  HISTORY     - Date     Condition        Report By
 HW1971  HISTORY     - 1962     MONUMENTED       CGS
 HW1971
 HW1971                          STATION DESCRIPTION
 HW1971
 HW1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1971'4.9 MI SE FROM HUTTONSVILLE.
 HW1971'ABOUT 4.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 HW1971'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, ABOUT 298
 HW1971'FEET NORTHEAST OF ROAD LEADING SOUTHWEST, ABOUT 100 YARDS NORTH
 HW1971'OF A CONCRETE BLOCK HOUSE, 38 FEET SOUTHWEST OF CENTER LINE OF
 HW1971'HIGHWAY, 30 FEET SOUTH OF A 24 INCH LOCUST TREE, ABOUT 3 FEET
 HW1971'BELOW LEVEL OF HIGHWAY, AND SET ON TOP OF A 7 FOOT LONG-BY-5
 HW1971'FOOT WIDE EMBEDDED BOULDER.  28 FEET NORTHEAST OF CENTER LINE
 HW1971'OF HIGHWAY, 17 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET
 HW1971'SOUTHWEST OF A FENCE, 1.5 FEET SOUTHEAST OF A STEEL WITNESS POST,
 HW1971'ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY, AND SET IN THE TOP OF A
 HW1971'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1620 ***********************************************************************
 HX1620  DESIGNATION -  P 267
 HX1620  PID         -  HX1620
 HX1620  STATE/COUNTY-  WV/BRAXTON
 HX1620  USGS QUAD   -  ORLANDO (1989)
 HX1620
 HX1620                         *CURRENT SURVEY CONTROL
 HX1620  ___________________________________________________________________
 HX1620* NAD 83(1986)-  38 46 59.     (N)    080 31 15.     (W)     SCALED    
 HX1620* NAVD 88     -       293.144  (meters)     961.76   (feet)  ADJUSTED  
 HX1620  ___________________________________________________________________
 HX1620  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 HX1620  DYNAMIC HT  -         292.950 (meters)     961.12  (feet)  COMP
 HX1620  MODELED GRAV-     979,957.4   (mgal)                       NAVD 88
 HX1620
 HX1620  VERT ORDER  -  SECOND    CLASS 0
 HX1620
 HX1620.The horizontal coordinates were scaled from a topographic map and have
 HX1620.an estimated accuracy of +/- 6 seconds.
 HX1620
 HX1620.The orthometric height was determined by differential leveling
 HX1620.and adjusted by the National Geodetic Survey in June 1991..
 HX1620
 HX1620.The geoid height was determined by GEOID03.
 HX1620
 HX1620.The dynamic height is computed by dividing the NAVD 88
 HX1620.geopotential number by the normal gravity value computed on the
 HX1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1620.degrees latitude (g = 980.6199 gals.).
 HX1620
 HX1620.The modeled gravity was interpolated from observed gravity values.
 HX1620
 HX1620;                    North         East    Units  Estimated Accuracy
 HX1620;SPC WV S     -   198,010.      641,630.      MT  (+/- 180 meters Scaled)
 HX1620
 HX1620                          SUPERSEDED SURVEY CONTROL
 HX1620
 HX1620  NGVD 29 (??/??/92)  293.339  (m)          962.40   (f) ADJ UNCH    2 0
 HX1620
 HX1620.Superseded values are not recommended for survey control.
 HX1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1620.See file dsdata.txt to determine how the superseded data were derived.
 HX1620
 HX1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC416928(NAD 83)
 HX1620_MARKER: DB = BENCH MARK DISK
 HX1620_SETTING: 66 = SET IN ROCK OUTCROP
 HX1620_SP_SET: ROCK CLIFF
 HX1620_STAMPING: P 267 1962
 HX1620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1620+STABILITY: POSITION/ELEVATION WELL
 HX1620
 HX1620  HISTORY     - Date     Condition        Report By
 HX1620  HISTORY     - 1962     MONUMENTED       CGS
 HX1620
 HX1620                          STATION DESCRIPTION
 HX1620
 HX1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1620'2.5 MI NE FROM FALLS MILL.
 HX1620'ABOUT 2.5 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1620'OFFICE AT FALLS MILL, ON THE OUTSIDE OF A SHARP CURVE WITH THE
 HX1620'TANGENTS EXTENDING TO THE EAST AND NORTHWEST, SET VERTICALLY
 HX1620'IN THE EAST FACE OF A ROCK CLIFF THAT IS ABOUT 350 YARDS LONG AND
 HX1620'25 FEET HIGH, 65 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 HX1620'CLIFF, 150 FEET SOUTHWEST OF A 4-FOOT BOX CULVERT, 27 FEET
 HX1620'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND IS ABOUT 1 1/2
 HX1620'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1596 ***********************************************************************
 HX1596  DESIGNATION -  P 268
 HX1596  PID         -  HX1596
 HX1596  STATE/COUNTY-  WV/BRAXTON
 HX1596  USGS QUAD   -  ORLANDO (1989)
 HX1596
 HX1596                         *CURRENT SURVEY CONTROL
 HX1596  ___________________________________________________________________
 HX1596* NAD 83(1986)-  38 50 48.     (N)    080 34 33.     (W)     SCALED    
 HX1596* NAVD 88     -       279.637  (meters)     917.44   (feet)  ADJUSTED  
 HX1596  ___________________________________________________________________
 HX1596  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HX1596  DYNAMIC HT  -         279.456 (meters)     916.85  (feet)  COMP
 HX1596  MODELED GRAV-     979,975.1   (mgal)                       NAVD 88
 HX1596
 HX1596  VERT ORDER  -  SECOND    CLASS 0
 HX1596
 HX1596.The horizontal coordinates were scaled from a topographic map and have
 HX1596.an estimated accuracy of +/- 6 seconds.
 HX1596
 HX1596.The orthometric height was determined by differential leveling
 HX1596.and adjusted by the National Geodetic Survey in June 1991..
 HX1596
 HX1596.The geoid height was determined by GEOID03.
 HX1596
 HX1596.The dynamic height is computed by dividing the NAVD 88
 HX1596.geopotential number by the normal gravity value computed on the
 HX1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1596.degrees latitude (g = 980.6199 gals.).
 HX1596
 HX1596.The modeled gravity was interpolated from observed gravity values.
 HX1596
 HX1596;                    North         East    Units  Estimated Accuracy
 HX1596;SPC WV S     -   205,050.      636,820.      MT  (+/- 180 meters Scaled)
 HX1596
 HX1596                          SUPERSEDED SURVEY CONTROL
 HX1596
 HX1596  NGVD 29 (??/??/92)  279.837  (m)          918.10   (f) ADJ UNCH    2 0
 HX1596
 HX1596.Superseded values are not recommended for survey control.
 HX1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1596.See file dsdata.txt to determine how the superseded data were derived.
 HX1596
 HX1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC368998(NAD 83)
 HX1596_MARKER: DB = BENCH MARK DISK
 HX1596_SETTING: 66 = SET IN ROCK OUTCROP
 HX1596_SP_SET: ROCK OUTCROP
 HX1596_STAMPING: P 268 1962
 HX1596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1596+STABILITY: POSITION/ELEVATION WELL
 HX1596
 HX1596  HISTORY     - Date     Condition        Report By
 HX1596  HISTORY     - 1962     MONUMENTED       CGS
 HX1596
 HX1596                          STATION DESCRIPTION
 HX1596
 HX1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1596'2.1 MI SE FROM ORLANDO.
 HX1596'ABOUT 1.0 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1596'FROM THE POST OFFICE AT ORLANDO, THENCE 1.1 MILES SOUTHEAST
 HX1596'ALONG A WOODS ROAD THAT FOLLOWS ALONG FLESHER RUN, 0.1 MILE
 HX1596'SOUTH OF A CHURCH AND CEMETERY, SET ON TOP OF A ROCK OUTCROP, 85
 HX1596'FEET EAST OF A CURVE, ABOUT 110 YARDS NORTHWEST OF A FARM HOUSE,
 HX1596'15 FEET NORTH OF THE CENTER LINE OF ROAD, AND ABOUT 1 1/2 ABOVE
 HX1596'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1635 ***********************************************************************
 HX1635  DESIGNATION -  P 269
 HX1635  PID         -  HX1635
 HX1635  STATE/COUNTY-  WV/BRAXTON
 HX1635  USGS QUAD   -  NEWVILLE (1976)
 HX1635
 HX1635                         *CURRENT SURVEY CONTROL
 HX1635  ___________________________________________________________________
 HX1635* NAD 83(1986)-  38 44 40.     (N)    080 32 51.     (W)     SCALED    
 HX1635* NAVD 88     -       411.335  (meters)    1349.52   (feet)  ADJUSTED  
 HX1635  ___________________________________________________________________
 HX1635  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HX1635  DYNAMIC HT  -         411.059 (meters)    1348.62  (feet)  COMP
 HX1635  MODELED GRAV-     979,944.2   (mgal)                       NAVD 88
 HX1635
 HX1635  VERT ORDER  -  SECOND    CLASS 0
 HX1635
 HX1635.The horizontal coordinates were scaled from a topographic map and have
 HX1635.an estimated accuracy of +/- 6 seconds.
 HX1635
 HX1635.The orthometric height was determined by differential leveling
 HX1635.and adjusted by the National Geodetic Survey in June 1991..
 HX1635
 HX1635.The geoid height was determined by GEOID03.
 HX1635
 HX1635.The dynamic height is computed by dividing the NAVD 88
 HX1635.geopotential number by the normal gravity value computed on the
 HX1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1635.degrees latitude (g = 980.6199 gals.).
 HX1635
 HX1635.The modeled gravity was interpolated from observed gravity values.
 HX1635
 HX1635;                    North         East    Units  Estimated Accuracy
 HX1635;SPC WV S     -   193,720.      639,340.      MT  (+/- 180 meters Scaled)
 HX1635
 HX1635                          SUPERSEDED SURVEY CONTROL
 HX1635
 HX1635  NGVD 29 (??/??/92)  411.524  (m)         1350.14   (f) ADJ UNCH    2 0
 HX1635
 HX1635.Superseded values are not recommended for survey control.
 HX1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1635.See file dsdata.txt to determine how the superseded data were derived.
 HX1635
 HX1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC393885(NAD 83)
 HX1635_MARKER: DB = BENCH MARK DISK
 HX1635_SETTING: 66 = SET IN ROCK OUTCROP
 HX1635_SP_SET: ROCK LEDGE
 HX1635_STAMPING: P 269 1962
 HX1635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1635+STABILITY: POSITION/ELEVATION WELL
 HX1635
 HX1635  HISTORY     - Date     Condition        Report By
 HX1635  HISTORY     - 1962     MONUMENTED       CGS
 HX1635
 HX1635                          STATION DESCRIPTION
 HX1635
 HX1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1635'3.8 MI SW FROM FALLS MILL.
 HX1635'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1635'OFFICE AT FALLS MILL, THENCE 3.1 MILES SOUTHWEST ALONG A MOUNTAIN
 HX1635'ROAD, SET ON TOP OF A ROCK LEDGE THAT IS ABOUT 18 FEET LONG
 HX1635'AND 3 FEET HIGH THAT IS IN A PASTURE FIELD, 150 YARDS NORTHWEST
 HX1635'OF A BARN, 48 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HX1635'AND ABOUT 8 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0072 ***********************************************************************
 JX0072  DESIGNATION -  P 27
 JX0072  PID         -  JX0072
 JX0072  STATE/COUNTY-  WV/MARION
 JX0072  USGS QUAD   -  GRANT TOWN (1976)
 JX0072
 JX0072                         *CURRENT SURVEY CONTROL
 JX0072  ___________________________________________________________________
 JX0072* NAD 83(1986)-  39 30 33.     (N)    080 07 43.     (W)     SCALED    
 JX0072* NAVD 88     -       274.532  (meters)     900.69   (feet)  POSTED    
 JX0072  ___________________________________________________________________
 JX0072  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JX0072  DYNAMIC HT  -         274.370 (meters)     900.16  (feet)  COMP
 JX0072  MODELED GRAV-     980,023.9   (mgal)                       NAVD 88
 JX0072
 JX0072  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JX0072
 JX0072.The horizontal coordinates were scaled from a topographic map and have
 JX0072.an estimated accuracy of +/- 6 seconds.
 JX0072
 JX0072.The orthometric height was determined by differential leveling
 JX0072.and adjusted by the National Geodetic Survey in 1992..
 JX0072.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JX0072.rate of 1.1 thru 2.0 mm/km.
 JX0072
 JX0072.The geoid height was determined by GEOID03.
 JX0072
 JX0072.The dynamic height is computed by dividing the NAVD 88
 JX0072.geopotential number by the normal gravity value computed on the
 JX0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0072.degrees latitude (g = 980.6199 gals.).
 JX0072
 JX0072.The modeled gravity was interpolated from observed gravity values.
 JX0072
 JX0072;                    North         East    Units  Estimated Accuracy
 JX0072;SPC WV N     -   112,220.      545,940.      MT  (+/- 180 meters Scaled)
 JX0072
 JX0072                          SUPERSEDED SURVEY CONTROL
 JX0072
 JX0072  NGVD 29 (??/??/92)  274.697  (m)          901.24   (f) ADJ UNCH    1 2
 JX0072
 JX0072.Superseded values are not recommended for survey control.
 JX0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0072.See file dsdata.txt to determine how the superseded data were derived.
 JX0072
 JX0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND749736(NAD 83)
 JX0072_MARKER: DB = BENCH MARK DISK
 JX0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0072_STAMPING: P 27 1935
 JX0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0072+STABILITY: SURFACE MOTION
 JX0072
 JX0072  HISTORY     - Date     Condition        Report By
 JX0072  HISTORY     - 1935     MONUMENTED       CGS
 JX0072  HISTORY     - 1957     MARK NOT FOUND   NGS
 JX0072  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0072
 JX0072                          STATION DESCRIPTION
 JX0072
 JX0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0072'2.7 MI NE FROM FAIRMONT.
 JX0072'2.7 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0072'THE STATION AT FAIRMONT, MARION COUNTY, AT HAULT, 600 FEET
 JX0072'NORTHEAST OF BRIDGE 371 OVER THE MONONGAHELA RIVER, 135 FEET
 JX0072'SOUTH OF THE V RAIL LEADING FROM THE MAIN TRACK, AND 35 FEET
 JX0072'EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 JX0072'P 27 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JX0072
 JX0072                          STATION RECOVERY (1983)
 JX0072
 JX0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0072'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0216 ***********************************************************************
 HX0216  DESIGNATION -  P 270
 HX0216  PID         -  HX0216
 HX0216  STATE/COUNTY-  WV/UPSHUR
 HX0216  USGS QUAD   -  ROCK CAVE (1966)
 HX0216
 HX0216                         *CURRENT SURVEY CONTROL
 HX0216  ___________________________________________________________________
 HX0216* NAD 83(1986)-  38 48 02.     (N)    080 20 32.     (W)     SCALED    
 HX0216* NAVD 88     -       458.022  (meters)    1502.69   (feet)  ADJUSTED  
 HX0216  ___________________________________________________________________
 HX0216  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HX0216  DYNAMIC HT  -         457.696 (meters)    1501.62  (feet)  COMP
 HX0216  MODELED GRAV-     979,904.1   (mgal)                       NAVD 88
 HX0216
 HX0216  VERT ORDER  -  SECOND    CLASS 0
 HX0216
 HX0216.The horizontal coordinates were scaled from a topographic map and have
 HX0216.an estimated accuracy of +/- 6 seconds.
 HX0216
 HX0216.The orthometric height was determined by differential leveling
 HX0216.and adjusted by the National Geodetic Survey in June 1991..
 HX0216
 HX0216.The geoid height was determined by GEOID03.
 HX0216
 HX0216.The dynamic height is computed by dividing the NAVD 88
 HX0216.geopotential number by the normal gravity value computed on the
 HX0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0216.degrees latitude (g = 980.6199 gals.).
 HX0216
 HX0216.The modeled gravity was interpolated from observed gravity values.
 HX0216
 HX0216;                    North         East    Units  Estimated Accuracy
 HX0216;SPC WV S     -   200,050.      657,140.      MT  (+/- 180 meters Scaled)
 HX0216
 HX0216                          SUPERSEDED SURVEY CONTROL
 HX0216
 HX0216  NGVD 29 (??/??/92)  458.192  (m)         1503.25   (f) ADJ UNCH    2 0
 HX0216
 HX0216.Superseded values are not recommended for survey control.
 HX0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0216.See file dsdata.txt to determine how the superseded data were derived.
 HX0216
 HX0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC571948(NAD 83)
 HX0216_MARKER: DB = BENCH MARK DISK
 HX0216_SETTING: 66 = SET IN ROCK OUTCROP
 HX0216_SP_SET: ROCK OUTCROP
 HX0216_STAMPING: P 270 1962
 HX0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0216+STABILITY: POSITION/ELEVATION WELL
 HX0216
 HX0216  HISTORY     - Date     Condition        Report By
 HX0216  HISTORY     - 1962     MONUMENTED       CGS
 HX0216
 HX0216                          STATION DESCRIPTION
 HX0216
 HX0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0216'AT ARLINGTON.
 HX0216'AT ARLINGTON, ABOUT 150 YARDS NORTH OF THE FIRST BAPTIST
 HX0216'CHURCH AT ARLINGTON, SET ON TOP OF A ROCK OUTCROP, 285 FEET
 HX0216'EAST OF THE LITTLE KANAWHA RIVER BRIDGE, 289 FEET NORTH OF THE
 HX0216'NORTHEAST CORNER OF THE ARLINGTON GRADE SCHOOL, 19 FEET NORTH
 HX0216'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE
 HX0216'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0372 ***********************************************************************
 HX0372  DESIGNATION -  P 272
 HX0372  PID         -  HX0372
 HX0372  STATE/COUNTY-  WV/UPSHUR
 HX0372  USGS QUAD   -  ALTON (1989)
 HX0372
 HX0372                         *CURRENT SURVEY CONTROL
 HX0372  ___________________________________________________________________
 HX0372* NAD 83(1986)-  38 52 21.     (N)    080 11 19.     (W)     SCALED    
 HX0372* NAVD 88     -       496.733  (meters)    1629.70   (feet)  ADJUSTED  
 HX0372  ___________________________________________________________________
 HX0372  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HX0372  DYNAMIC HT  -         496.391 (meters)    1628.58  (feet)  COMP
 HX0372  MODELED GRAV-     979,924.0   (mgal)                       NAVD 88
 HX0372
 HX0372  VERT ORDER  -  SECOND    CLASS 0
 HX0372
 HX0372.The horizontal coordinates were scaled from a topographic map and have
 HX0372.an estimated accuracy of +/- 6 seconds.
 HX0372
 HX0372.The orthometric height was determined by differential leveling
 HX0372.and adjusted by the National Geodetic Survey in June 1991..
 HX0372
 HX0372.The geoid height was determined by GEOID03.
 HX0372
 HX0372.The dynamic height is computed by dividing the NAVD 88
 HX0372.geopotential number by the normal gravity value computed on the
 HX0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0372.degrees latitude (g = 980.6199 gals.).
 HX0372
 HX0372.The modeled gravity was interpolated from observed gravity values.
 HX0372
 HX0372;                    North         East    Units  Estimated Accuracy
 HX0372;SPC WV S     -   208,140.      670,410.      MT  (+/- 180 meters Scaled)
 HX0372
 HX0372                          SUPERSEDED SURVEY CONTROL
 HX0372
 HX0372  NGVD 29 (??/??/92)  496.910  (m)         1630.28   (f) ADJ UNCH    2 0
 HX0372
 HX0372.Superseded values are not recommended for survey control.
 HX0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0372.See file dsdata.txt to determine how the superseded data were derived.
 HX0372
 HX0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND703029(NAD 83)
 HX0372_MARKER: DB = BENCH MARK DISK
 HX0372_SETTING: 80 = SET IN A BOULDER
 HX0372_SP_SET: BOULDER
 HX0372_STAMPING: P 272 1962
 HX0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0372+STABILITY: SURFACE MOTION
 HX0372
 HX0372  HISTORY     - Date     Condition        Report By
 HX0372  HISTORY     - 1962     MONUMENTED       CGS
 HX0372
 HX0372                          STATION DESCRIPTION
 HX0372
 HX0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0372'5.3 MI N FROM ALTON.
 HX0372'ABOUT 5.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0372'FROM THE POST OFFICE AT ALTON, AT A VILLAGE LOCALLY KNOWN AS
 HX0372'TEN MILE, SET ON TOP OF AN EMBEDDED ROCK THAT IS ABOUT 8-BY
 HX0372'25-FOOT LONG AND 4 1/2 FOOT HIGH, AT THE SOUTHEAST CORNER OF THE
 HX0372'ROCK, 28 FEET NORTHEAST OF THE NORTH CORNER OF A HOUSE, 47 FEET
 HX0372'NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 4 FEET ABOVE THE
 HX0372'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0120 ***********************************************************************
 HX0120  DESIGNATION -  P 273
 HX0120  PID         -  HX0120
 HX0120  STATE/COUNTY-  WV/UPSHUR
 HX0120  USGS QUAD   -  ADRIAN (1979)
 HX0120
 HX0120                         *CURRENT SURVEY CONTROL
 HX0120  ___________________________________________________________________
 HX0120* NAD 83(1986)-  38 54 48.     (N)    080 17 50.     (W)     SCALED    
 HX0120* NAVD 88     -       440.278  (meters)    1444.48   (feet)  ADJUSTED  
 HX0120  ___________________________________________________________________
 HX0120  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HX0120  DYNAMIC HT  -         439.979 (meters)    1443.50  (feet)  COMP
 HX0120  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 HX0120
 HX0120  VERT ORDER  -  SECOND    CLASS 0
 HX0120
 HX0120.The horizontal coordinates were scaled from a topographic map and have
 HX0120.an estimated accuracy of +/- 6 seconds.
 HX0120
 HX0120.The orthometric height was determined by differential leveling
 HX0120.and adjusted by the National Geodetic Survey in June 1991..
 HX0120
 HX0120.The geoid height was determined by GEOID03.
 HX0120
 HX0120.The dynamic height is computed by dividing the NAVD 88
 HX0120.geopotential number by the normal gravity value computed on the
 HX0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0120.degrees latitude (g = 980.6199 gals.).
 HX0120
 HX0120.The modeled gravity was interpolated from observed gravity values.
 HX0120
 HX0120;                    North         East    Units  Estimated Accuracy
 HX0120;SPC WV S     -   212,600.      660,950.      MT  (+/- 180 meters Scaled)
 HX0120
 HX0120                          SUPERSEDED SURVEY CONTROL
 HX0120
 HX0120  NGVD 29 (??/??/92)  440.458  (m)         1445.07   (f) ADJ UNCH    2 0
 HX0120
 HX0120.Superseded values are not recommended for survey control.
 HX0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0120.See file dsdata.txt to determine how the superseded data were derived.
 HX0120
 HX0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND609073(NAD 83)
 HX0120_MARKER: DB = BENCH MARK DISK
 HX0120_SETTING: 80 = SET IN A BOULDER
 HX0120_SP_SET: BOULDER
 HX0120_STAMPING: P 273 1962
 HX0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0120+STABILITY: SURFACE MOTION
 HX0120
 HX0120  HISTORY     - Date     Condition        Report By
 HX0120  HISTORY     - 1962     MONUMENTED       CGS
 HX0120
 HX0120                          STATION DESCRIPTION
 HX0120
 HX0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0120'1.4 MI W FROM ADRIAN.
 HX0120'ABOUT 1.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0120'FROM THE CROSSING OF STATE HIGHWAYS 20 AND 4 AT ADRIAN, SET
 HX0120'ON TOP OF AN EMBEDDED ROCK BOULDER THAT IS ABOUT 6-BY 10-FOOT
 HX0120'LONG BY 1 1/2-FOOT HIGH WHICH IS IN A PASTURE FIELD, 66 FEET
 HX0120'SOUTHWEST OF THE SOUTHWEST RAIL, 51 FEET WEST OF A TELEPHONE
 HX0120'POLE, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0398 ***********************************************************************
 HX0398  DESIGNATION -  P 274
 HX0398  PID         -  HX0398
 HX0398  STATE/COUNTY-  WV/UPSHUR
 HX0398  USGS QUAD   -  CASSITY (1977)
 HX0398
 HX0398                         *CURRENT SURVEY CONTROL
 HX0398  ___________________________________________________________________
 HX0398* NAD 83(1986)-  38 49 11.     (N)    080 06 04.     (W)     SCALED    
 HX0398* NAVD 88     -       751.359  (meters)    2465.08   (feet)  ADJUSTED  
 HX0398  ___________________________________________________________________
 HX0398  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HX0398  DYNAMIC HT  -         750.825 (meters)    2463.33  (feet)  COMP
 HX0398  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 HX0398
 HX0398  VERT ORDER  -  SECOND    CLASS 0
 HX0398
 HX0398.The horizontal coordinates were scaled from a topographic map and have
 HX0398.an estimated accuracy of +/- 6 seconds.
 HX0398
 HX0398.The orthometric height was determined by differential leveling
 HX0398.and adjusted by the National Geodetic Survey in June 1991..
 HX0398
 HX0398.The geoid height was determined by GEOID03.
 HX0398
 HX0398.The dynamic height is computed by dividing the NAVD 88
 HX0398.geopotential number by the normal gravity value computed on the
 HX0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0398.degrees latitude (g = 980.6199 gals.).
 HX0398
 HX0398.The modeled gravity was interpolated from observed gravity values.
 HX0398
 HX0398;                    North         East    Units  Estimated Accuracy
 HX0398;SPC WV S     -   202,350.      678,060.      MT  (+/- 180 meters Scaled)
 HX0398
 HX0398                          SUPERSEDED SURVEY CONTROL
 HX0398
 HX0398  NGVD 29 (??/??/92)  751.525  (m)         2465.63   (f) ADJ UNCH    2 0
 HX0398
 HX0398.Superseded values are not recommended for survey control.
 HX0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0398.See file dsdata.txt to determine how the superseded data were derived.
 HX0398
 HX0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC780971(NAD 83)
 HX0398_MARKER: DB = BENCH MARK DISK
 HX0398_SETTING: 80 = SET IN A BOULDER
 HX0398_SP_SET: BOULDER
 HX0398_STAMPING: P 274 1962
 HX0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0398+STABILITY: SURFACE MOTION
 HX0398
 HX0398  HISTORY     - Date     Condition        Report By
 HX0398  HISTORY     - 1962     MONUMENTED       CGS
 HX0398
 HX0398                          STATION DESCRIPTION
 HX0398
 HX0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0398'3.4 MI SE FROM QUEENS.
 HX0398'ABOUT 0.75 MILE SOUTH ALONG COUNTY ROAD 9 FROM THE JUNCTION
 HX0398'OF COUNTY ROAD 9/11 AT QUEENS, THENCE ABOUT 2.5 MILES SOUTHEAST
 HX0398'ALONG COUNTY ROAD 9/12, THENCE 0.1 MILE SOUTHWEST ALONG RANDOLPH
 HX0398'COUNTY ROAD 20.5, SET ON TOP OF AN EMBEDDED BOULDER THAT IS
 HX0398'ABOUT 5-BY 6-FOOT LONG THAT IS IN A SMALL BARN LOT, 26 FEET
 HX0398'NORTHWEST OF THE CENTER LINE OF THE ROAD, 12 FEET EAST OF THE
 HX0398'NORTHWEST CORNER OF A SHED, AND ABOUT 2 FEET BELOW THE LEVEL
 HX0398'OF THE ROAD.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY
 HX0398'GOING 0.5 MILE SOUTHWEST ALONG RANDOLPH COUNTY ROAD 35 FROM THE
 HX0398'CASSITY METHODIST CHURCH, THENCE ABOUT 5.4 MILES SOUTHWEST ALONG
 HX0398'RANDOLPH COUNTY ROAD 34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2093 ***********************************************************************
 HW2093  DESIGNATION -  P 275
 HW2093  PID         -  HW2093
 HW2093  STATE/COUNTY-  WV/RANDOLPH
 HW2093  USGS QUAD   -  BEVERLY WEST (1995)
 HW2093
 HW2093                         *CURRENT SURVEY CONTROL
 HW2093  ___________________________________________________________________
 HW2093* NAD 83(1986)-  38 45 02.     (N)    079 59 21.     (W)     SCALED    
 HW2093* NAVD 88     -       743.149  (meters)    2438.15   (feet)  ADJUSTED  
 HW2093  ___________________________________________________________________
 HW2093  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HW2093  DYNAMIC HT  -         742.599 (meters)    2436.34  (feet)  COMP
 HW2093  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 HW2093
 HW2093  VERT ORDER  -  SECOND    CLASS 0
 HW2093
 HW2093.The horizontal coordinates were scaled from a topographic map and have
 HW2093.an estimated accuracy of +/- 6 seconds.
 HW2093
 HW2093.The orthometric height was determined by differential leveling
 HW2093.and adjusted by the National Geodetic Survey in June 1991..
 HW2093
 HW2093.The geoid height was determined by GEOID03.
 HW2093
 HW2093.The dynamic height is computed by dividing the NAVD 88
 HW2093.geopotential number by the normal gravity value computed on the
 HW2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2093.degrees latitude (g = 980.6199 gals.).
 HW2093
 HW2093.The modeled gravity was interpolated from observed gravity values.
 HW2093
 HW2093;                    North         East    Units  Estimated Accuracy
 HW2093;SPC WV S     -   194,780.      687,870.      MT  (+/- 180 meters Scaled)
 HW2093
 HW2093                          SUPERSEDED SURVEY CONTROL
 HW2093
 HW2093  NGVD 29 (??/??/92)  743.304  (m)         2438.66   (f) ADJ UNCH    2 0
 HW2093
 HW2093.Superseded values are not recommended for survey control.
 HW2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2093.See file dsdata.txt to determine how the superseded data were derived.
 HW2093
 HW2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC878895(NAD 83)
 HW2093_MARKER: DB = BENCH MARK DISK
 HW2093_SETTING: 80 = SET IN A BOULDER
 HW2093_STAMPING: P 275 1962
 HW2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2093+STABILITY: SURFACE MOTION
 HW2093
 HW2093  HISTORY     - Date     Condition        Report By
 HW2093  HISTORY     - 1962     MONUMENTED       CGS
 HW2093
 HW2093                          STATION DESCRIPTION
 HW2093
 HW2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2093'2.4 MI W FROM MILL CREEK.
 HW2093'ABOUT 2.4 MILES WEST ALONG A BLACK TOP ROAD FROM THE MILL
 HW2093'CREEK BANK, ON TOP OF A LARGE BOULDER THAT IS 15-BY 5 1/2-FOOT
 HW2093'WIDE AND 3-FOOT HIGH, 65 FEET EAST OF THE CENTER LINE OF THE
 HW2093'BLACK TOP ROAD, 9 FEET EAST OF THE WEST END OF THE BOULDER, 25
 HW2093'FEET EAST OF THE EAST END OF A 16-INCH PIPE CULVERT UNDER THE
 HW2093'ROAD, AND ABOUT 20 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0434 ***********************************************************************
 HX0434  DESIGNATION -  P 276
 HX0434  PID         -  HX0434
 HX0434  STATE/COUNTY-  WV/RANDOLPH
 HX0434  USGS QUAD   -  PICKENS (1977)
 HX0434
 HX0434                         *CURRENT SURVEY CONTROL
 HX0434  ___________________________________________________________________
 HX0434* NAD 83(1986)-  38 44 14.     (N)    080 09 46.     (W)     SCALED    
 HX0434* NAVD 88     -       805.093  (meters)    2641.38   (feet)  ADJUSTED  
 HX0434  ___________________________________________________________________
 HX0434  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX0434  DYNAMIC HT  -         804.482 (meters)    2639.37  (feet)  COMP
 HX0434  MODELED GRAV-     979,841.3   (mgal)                       NAVD 88
 HX0434
 HX0434  VERT ORDER  -  SECOND    CLASS 0
 HX0434
 HX0434.The horizontal coordinates were scaled from a topographic map and have
 HX0434.an estimated accuracy of +/- 6 seconds.
 HX0434
 HX0434.The orthometric height was determined by differential leveling
 HX0434.and adjusted by the National Geodetic Survey in June 1991..
 HX0434
 HX0434.The geoid height was determined by GEOID03.
 HX0434
 HX0434.The dynamic height is computed by dividing the NAVD 88
 HX0434.geopotential number by the normal gravity value computed on the
 HX0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0434.degrees latitude (g = 980.6199 gals.).
 HX0434
 HX0434.The modeled gravity was interpolated from observed gravity values.
 HX0434
 HX0434;                    North         East    Units  Estimated Accuracy
 HX0434;SPC WV S     -   193,150.      672,790.      MT  (+/- 180 meters Scaled)
 HX0434
 HX0434                          SUPERSEDED SURVEY CONTROL
 HX0434
 HX0434  NGVD 29 (??/??/92)  805.235  (m)         2641.84   (f) ADJ UNCH    2 0
 HX0434
 HX0434.Superseded values are not recommended for survey control.
 HX0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0434.See file dsdata.txt to determine how the superseded data were derived.
 HX0434
 HX0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC727879(NAD 83)
 HX0434_MARKER: DB = BENCH MARK DISK
 HX0434_SETTING: 80 = SET IN A BOULDER
 HX0434_SP_SET: BOULDER
 HX0434_STAMPING: P 276 1962
 HX0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0434+STABILITY: SURFACE MOTION
 HX0434
 HX0434  HISTORY     - Date     Condition        Report By
 HX0434  HISTORY     - 1962     MONUMENTED       CGS
 HX0434
 HX0434                          STATION DESCRIPTION
 HX0434
 HX0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0434'1.6 MI S FROM PALACE VALLEY.
 HX0434'ABOUT 1.55 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CONCRETE
 HX0434'BRIDGE OVER THE LEFT FORK OF THE BUCKHANNON RIVER AT PALACE
 HX0434'VALLEY, 0.05 MILE NORTHEAST OF A T ROAD JUNCTION, SET ON TOP OF A
 HX0434'ROCK THAT IS ABOUT 7-BY 11-FOOT LONG AND EMBEDDED IN THE GROUND,
 HX0434'99 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 82 FEET
 HX0434'SOUTHEAST OF A WIRE FENCE, 4 1/2 FEET SOUTH OF THE NORTH END OF
 HX0434'THE ROCK, ABOUT 100 YARDS NORTHEAST OF THE NORTHEAST CORNER OF
 HX0434'A RED BRICK BARN, AND ABOUT 15 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2119 ***********************************************************************
 HW2119  DESIGNATION -  P 277
 HW2119  PID         -  HW2119
 HW2119  STATE/COUNTY-  WV/RANDOLPH
 HW2119  USGS QUAD   -  BEVERLY WEST (1995)
 HW2119
 HW2119                         *CURRENT SURVEY CONTROL
 HW2119  ___________________________________________________________________
 HW2119* NAD 83(1986)-  38 46 27.     (N)    079 57 03.     (W)     SCALED    
 HW2119* NAVD 88     -       775.785  (meters)    2545.22   (feet)  ADJUSTED  
 HW2119  ___________________________________________________________________
 HW2119  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HW2119  DYNAMIC HT  -         775.220 (meters)    2543.37  (feet)  COMP
 HW2119  MODELED GRAV-     979,873.5   (mgal)                       NAVD 88
 HW2119
 HW2119  VERT ORDER  -  FIRST     CLASS II
 HW2119
 HW2119.The horizontal coordinates were scaled from a topographic map and have
 HW2119.an estimated accuracy of +/- 6 seconds.
 HW2119
 HW2119.The orthometric height was determined by differential leveling
 HW2119.and adjusted by the National Geodetic Survey in June 1991..
 HW2119
 HW2119.The geoid height was determined by GEOID03.
 HW2119
 HW2119.The dynamic height is computed by dividing the NAVD 88
 HW2119.geopotential number by the normal gravity value computed on the
 HW2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2119.degrees latitude (g = 980.6199 gals.).
 HW2119
 HW2119.The modeled gravity was interpolated from observed gravity values.
 HW2119
 HW2119;                    North         East    Units  Estimated Accuracy
 HW2119;SPC WV S     -   197,430.      691,170.      MT  (+/- 180 meters Scaled)
 HW2119
 HW2119                          SUPERSEDED SURVEY CONTROL
 HW2119
 HW2119  NGVD 29 (??/??/92)  775.944  (m)         2545.74   (f) ADJ UNCH    1 2
 HW2119
 HW2119.Superseded values are not recommended for survey control.
 HW2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2119.See file dsdata.txt to determine how the superseded data were derived.
 HW2119
 HW2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC911922(NAD 83)
 HW2119_MARKER: DB = BENCH MARK DISK
 HW2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2119_STAMPING: P 277 1962
 HW2119_MARK LOGO: CGS   
 HW2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2119+STABILITY: SURFACE MOTION
 HW2119
 HW2119  HISTORY     - Date     Condition        Report By
 HW2119  HISTORY     - 1962     MONUMENTED       CGS
 HW2119  HISTORY     - 1983     GOOD             NGS
 HW2119
 HW2119                          STATION DESCRIPTION
 HW2119
 HW2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2119'1.8 MI NW FROM VALLEY BEND.
 HW2119'ABOUT 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2119'POST OFFICE AT VALLEY BEND, THENCE ABOUT 0.9 MILE NORTHWEST ALONG
 HW2119'A GRAVEL ROAD, ABOUT 0.2 MILE SOUTHEAST OF THE JUNCTION OF A DIRT
 HW2119'ROAD LEADING SOUTH, AT THE SUMIT OF A STEEP GRADE, AT THE EAST
 HW2119'END OF A CUT BANK, 32 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HW2119'GRAVEL ROAD, 2.4 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT 6
 HW2119'FEET ABOVE THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A
 HW2119'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 HW2119
 HW2119                          STATION RECOVERY (1983)
 HW2119
 HW2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2040 ***********************************************************************
 HW2040  DESIGNATION -  P 278
 HW2040  PID         -  HW2040
 HW2040  STATE/COUNTY-  WV/RANDOLPH
 HW2040  USGS QUAD   -  BEVERLY EAST (1995)
 HW2040
 HW2040                         *CURRENT SURVEY CONTROL
 HW2040  ___________________________________________________________________
 HW2040* NAD 83(1986)-  38 48 51.     (N)    079 45 02.     (W)     SCALED    
 HW2040* NAVD 88     -       911.199  (meters)    2989.49   (feet)  ADJUSTED  
 HW2040  ___________________________________________________________________
 HW2040  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HW2040  DYNAMIC HT  -         910.496 (meters)    2987.19  (feet)  COMP
 HW2040  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 HW2040
 HW2040  VERT ORDER  -  SECOND    CLASS 0
 HW2040
 HW2040.The horizontal coordinates were scaled from a topographic map and have
 HW2040.an estimated accuracy of +/- 6 seconds.
 HW2040
 HW2040.The orthometric height was determined by differential leveling
 HW2040.and adjusted by the National Geodetic Survey in June 1991..
 HW2040
 HW2040.The geoid height was determined by GEOID03.
 HW2040
 HW2040.The dynamic height is computed by dividing the NAVD 88
 HW2040.geopotential number by the normal gravity value computed on the
 HW2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2040.degrees latitude (g = 980.6199 gals.).
 HW2040
 HW2040.The modeled gravity was interpolated from observed gravity values.
 HW2040
 HW2040;                    North         East    Units  Estimated Accuracy
 HW2040;SPC WV S     -   202,090.      708,510.      MT  (+/- 180 meters Scaled)
 HW2040
 HW2040                          SUPERSEDED SURVEY CONTROL
 HW2040
 HW2040  NGVD 29 (??/??/92)  911.325  (m)         2989.91   (f) ADJ UNCH    2 0
 HW2040
 HW2040.Superseded values are not recommended for survey control.
 HW2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2040.See file dsdata.txt to determine how the superseded data were derived.
 HW2040
 HW2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC084968(NAD 83)
 HW2040_MARKER: DB = BENCH MARK DISK
 HW2040_SETTING: 66 = SET IN ROCK OUTCROP
 HW2040_SP_SET: ROCK LEDGE
 HW2040_STAMPING: P 278 1962
 HW2040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2040+STABILITY: POSITION/ELEVATION WELL
 HW2040
 HW2040  HISTORY     - Date     Condition        Report By
 HW2040  HISTORY     - 1962     MONUMENTED       CGS
 HW2040  HISTORY     - 1983     GOOD             NGS
 HW2040  HISTORY     - 1983     GOOD             NGS
 HW2040
 HW2040                          STATION DESCRIPTION
 HW2040
 HW2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2040'1.8 MI NW FROM BEMIS.
 HW2040'ABOUT 1.8 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE WESTERN
 HW2040'MARYLAND RAILWAY CROSSING AT BEMIS, 0.25 MILE WEST OF A DIM
 HW2040'ROAD LEADING SOUTHWEST, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 HW2040'ROCK LEDGE THAT IS IN A ROCK CUT THAT IS ABOUT 360 FEET LONG, 10
 HW2040'FEET NORTH NORTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET
 HW2040'NORTHWEST OF THE SOUTHEAST END OF THE ROCK LEDGE, AND ABOUT 2
 HW2040'FEET ABOVE THE LEVEL OF THE ROAD.
 HW2040
 HW2040                          STATION RECOVERY (1983)
 HW2040
 HW2040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2040'RECOVERED IN GOOD CONDITION.
 HW2040
 HW2040                          STATION RECOVERY (1983)
 HW2040
 HW2040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2050 ***********************************************************************
 HW2050  DESIGNATION -  P 279
 HW2050  PID         -  HW2050
 HW2050  STATE/COUNTY-  WV/RANDOLPH
 HW2050  USGS QUAD   -  BEVERLY EAST (1995)
 HW2050
 HW2050                         *CURRENT SURVEY CONTROL
 HW2050  ___________________________________________________________________
 HW2050* NAD 83(1986)-  38 49 23.     (N)    079 49 06.     (W)     SCALED    
 HW2050* NAVD 88     -       658.286  (meters)    2159.73   (feet)  ADJUSTED  
 HW2050  ___________________________________________________________________
 HW2050  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HW2050  DYNAMIC HT  -         657.801 (meters)    2158.14  (feet)  COMP
 HW2050  MODELED GRAV-     979,869.4   (mgal)                       NAVD 88
 HW2050
 HW2050  VERT ORDER  -  SECOND    CLASS 0
 HW2050
 HW2050.The horizontal coordinates were scaled from a topographic map and have
 HW2050.an estimated accuracy of +/- 6 seconds.
 HW2050
 HW2050.The orthometric height was determined by differential leveling
 HW2050.and adjusted by the National Geodetic Survey in June 1991..
 HW2050
 HW2050.The geoid height was determined by GEOID03.
 HW2050
 HW2050.The dynamic height is computed by dividing the NAVD 88
 HW2050.geopotential number by the normal gravity value computed on the
 HW2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2050.degrees latitude (g = 980.6199 gals.).
 HW2050
 HW2050.The modeled gravity was interpolated from observed gravity values.
 HW2050
 HW2050;                    North         East    Units  Estimated Accuracy
 HW2050;SPC WV S     -   203,000.      702,610.      MT  (+/- 180 meters Scaled)
 HW2050
 HW2050                          SUPERSEDED SURVEY CONTROL
 HW2050
 HW2050  NGVD 29 (??/??/92)  658.433  (m)         2160.21   (f) ADJ UNCH    2 0
 HW2050
 HW2050.Superseded values are not recommended for survey control.
 HW2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2050.See file dsdata.txt to determine how the superseded data were derived.
 HW2050
 HW2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC025978(NAD 83)
 HW2050_MARKER: DB = BENCH MARK DISK
 HW2050_SETTING: 0 = UNSPECIFIED SETTING
 HW2050_STAMPING: P 279 1962
 HW2050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW2050
 HW2050  HISTORY     - Date     Condition        Report By
 HW2050  HISTORY     - 1962     MONUMENTED       CGS
 HW2050  HISTORY     - 1983     GOOD             NGS
 HW2050
 HW2050                          STATION DESCRIPTION
 HW2050
 HW2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2050'4 MI SE FROM BEVERLY.
 HW2050'ABOUT 2.9 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2050'OFFICE AT BEVERLY, THENCE 1.1 MILES EAST ALONG A GRAVEL ROAD,
 HW2050'79 1/2 FEET NORTH OF THE NORTH CORNER OF AN OLD FARM HOUSE, 17
 HW2050'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTHEAST
 HW2050'OF A 28-INCH LOCUST TREE WHICH HAS A COPPER NAIL AND WASHER IN
 HW2050'ITS ROOT, 61 YARDS SOUTHEAST OF THE SOUTHEAST END OF A WOODEN
 HW2050'BRIDGE OVER THE LEFT FORK OF FILES CREEK, 2 FEET SOUTHEAST OF
 HW2050'A STEEL WITNESS POST, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HW2050'ROAD.  NOTE-- A NAIL AND WASHER STAMPED B F IS IN THE ROOT OF
 HW2050'A 28-INCH LOCUST TREE, 12 FEET NORTHWEST OF BENCH MARK P 279, 12
 HW2050'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET
 HW2050'ABOVE THE LEVEL OF THE ROAD.
 HW2050
 HW2050                          STATION RECOVERY (1983)
 HW2050
 HW2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0500 ***********************************************************************
 JX0500  DESIGNATION -  P 28
 JX0500  PID         -  JX0500
 JX0500  STATE/COUNTY-  WV/MARSHALL
 JX0500  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0500
 JX0500                         *CURRENT SURVEY CONTROL
 JX0500  ___________________________________________________________________
 JX0500* NAD 83(1986)-  39 59 07.     (N)    080 43 56.     (W)     SCALED    
 JX0500* NAVD 88     -       203.681  (meters)     668.24   (feet)  ADJUSTED  
 JX0500  ___________________________________________________________________
 JX0500  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JX0500  DYNAMIC HT  -         203.566 (meters)     667.87  (feet)  COMP
 JX0500  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 JX0500
 JX0500  VERT ORDER  -  FIRST     CLASS II
 JX0500
 JX0500.The horizontal coordinates were scaled from a topographic map and have
 JX0500.an estimated accuracy of +/- 6 seconds.
 JX0500
 JX0500.The orthometric height was determined by differential leveling
 JX0500.and adjusted by the National Geodetic Survey in June 1991..
 JX0500
 JX0500.The geoid height was determined by GEOID03.
 JX0500
 JX0500.The dynamic height is computed by dividing the NAVD 88
 JX0500.geopotential number by the normal gravity value computed on the
 JX0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0500.degrees latitude (g = 980.6199 gals.).
 JX0500
 JX0500.The modeled gravity was interpolated from observed gravity values.
 JX0500
 JX0500;                    North         East    Units  Estimated Accuracy
 JX0500;SPC WV N     -   165,620.      494,760.      MT  (+/- 180 meters Scaled)
 JX0500
 JX0500                          SUPERSEDED SURVEY CONTROL
 JX0500
 JX0500  NGVD 29 (??/??/92)  203.822  (m)          668.71   (f) ADJ UNCH    1 2
 JX0500
 JX0500.Superseded values are not recommended for survey control.
 JX0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0500.See file dsdata.txt to determine how the superseded data were derived.
 JX0500
 JX0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE228261(NAD 83)
 JX0500_MARKER: DB = BENCH MARK DISK
 JX0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0500_MARK LOGO: CGS   
 JX0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0500+STABILITY: SURFACE MOTION
 JX0500
 JX0500  HISTORY     - Date     Condition        Report By
 JX0500  HISTORY     - UNK      MONUMENTED       CGS
 JX0500  HISTORY     - 1957     POOR             NGS
 JX0500  HISTORY     - 1983     GOOD             NGS
 JX0500
 JX0500                          STATION DESCRIPTION
 JX0500
 JX0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0500'AT MC MECHEN.
 JX0500'AT MC MECHEN, 1.5 MILES SOUTH ALONG THE BALTIMORE AND OHIO
 JX0500'RAILROAD FROM THE STATION AT BENWOOD JUNCTION.  IT IS 60.0
 JX0500'FEET WEST OF MILEPOST 374/1, 30.0 FEET WEST OF AND ABOUT 2.0
 JX0500'FEET ABOVE THE CENTERLINE OF THE WEST TRACK, AND 18.0 FEET
 JX0500'SOUTH OF THE CENTERLINE OF 12TH STREET.  MONUMENT PROJECTS 0.4
 JX0500'FOOT.
 JX0500
 JX0500                          STATION RECOVERY (1983)
 JX0500
 JX0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0500'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.2 KM
 JX0500'(1.4 MI) SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION
 JX0500'AT BENWOOD JUNCTION TO THE INTERSECTION OF 12TH STREET AND THE MARK ON
 JX0500'THE RIGHT, 9.14 METERS (30.0 FT) WEST OF THE CENTERLINE OF THE WEST
 JX0500'SET OF TRACKS, 7.62 METERS (25.0 FT) SOUTH OF THE CENTER OF 12TH
 JX0500'STREET, 3.23 METERS (10.6 FT) EAST OF THE CENTER OF A PRIVATE DRIVE,
 JX0500'1.25 METERS (4.1 FT) NORTHWEST OF A PLUM TREE, 0.85 METER (2.8 FT)
 JX0500'SOUTH OF A GUY WIRE FOR A UTILITY POLE.
 JX0500'THE MARK IS 0.91 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0401 ***********************************************************************
 HX0401  DESIGNATION -  P 280
 HX0401  PID         -  HX0401
 HX0401  STATE/COUNTY-  WV/RANDOLPH
 HX0401  USGS QUAD   -  CASSITY (1977)
 HX0401
 HX0401                         *CURRENT SURVEY CONTROL
 HX0401  ___________________________________________________________________
 HX0401* NAD 83(1986)-  38 47 55.     (N)    080 05 27.     (W)     SCALED    
 HX0401* NAVD 88     -       797.139  (meters)    2615.28   (feet)  ADJUSTED  
 HX0401  ___________________________________________________________________
 HX0401  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HX0401  DYNAMIC HT  -         796.566 (meters)    2613.40  (feet)  COMP
 HX0401  MODELED GRAV-     979,880.6   (mgal)                       NAVD 88
 HX0401
 HX0401  VERT ORDER  -  SECOND    CLASS 0
 HX0401
 HX0401.The horizontal coordinates were scaled from a topographic map and have
 HX0401.an estimated accuracy of +/- 6 seconds.
 HX0401
 HX0401.The orthometric height was determined by differential leveling
 HX0401.and adjusted by the National Geodetic Survey in June 1991..
 HX0401
 HX0401.The geoid height was determined by GEOID03.
 HX0401
 HX0401.The dynamic height is computed by dividing the NAVD 88
 HX0401.geopotential number by the normal gravity value computed on the
 HX0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0401.degrees latitude (g = 980.6199 gals.).
 HX0401
 HX0401.The modeled gravity was interpolated from observed gravity values.
 HX0401
 HX0401;                    North         East    Units  Estimated Accuracy
 HX0401;SPC WV S     -   200,020.      678,980.      MT  (+/- 180 meters Scaled)
 HX0401
 HX0401                          SUPERSEDED SURVEY CONTROL
 HX0401
 HX0401  NGVD 29 (??/??/92)  797.300  (m)         2615.81   (f) ADJ UNCH    2 0
 HX0401
 HX0401.Superseded values are not recommended for survey control.
 HX0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0401.See file dsdata.txt to determine how the superseded data were derived.
 HX0401
 HX0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC789948(NAD 83)
 HX0401_MARKER: DB = BENCH MARK DISK
 HX0401_SETTING: 66 = SET IN ROCK OUTCROP
 HX0401_SP_SET: ROCK CLIFF
 HX0401_STAMPING: P 280 1962
 HX0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0401+STABILITY: POSITION/ELEVATION WELL
 HX0401
 HX0401  HISTORY     - Date     Condition        Report By
 HX0401  HISTORY     - 1962     MONUMENTED       CGS
 HX0401
 HX0401                          STATION DESCRIPTION
 HX0401
 HX0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0401'3.5 MI SW FROM CASSITY.
 HX0401'ABOUT 0.5 MILE SOUTHWEST ALONG COUNTY ROAD 35 FROM THE CASSITY
 HX0401'METHODIST CHURCH AT CASSITY, THENCE ABOUT 3.0 MILES SOUTHWEST
 HX0401'ALONG COUNTY ROAD 34, SET VERTICALLY IN THE SOUTH FACE OF A
 HX0401'ROCK CLIFF THAT IS ABOUT 98 FEET LONG AND 27 FEET HIGH, 45 FEET
 HX0401'NORTHEAST OF THE SOUTHWEST END OF THE CLIFF, ABOUT 3 1/2 FEET
 HX0401'ABOVE THE LEVEL OF THE GROUND, 38 FEET NORTH OF THE CENTER
 HX0401'LINE OF THE ROAD, AND ABOUT 12 FEET ABOVE THE LEVEL OF THE
 HX0401'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0108 ***********************************************************************
 HX0108  DESIGNATION -  P 281
 HX0108  PID         -  HX0108
 HX0108  STATE/COUNTY-  WV/UPSHUR
 HX0108  USGS QUAD   -  BUCKHANNON (1989)
 HX0108
 HX0108                         *CURRENT SURVEY CONTROL
 HX0108  ___________________________________________________________________
 HX0108* NAD 83(1986)-  38 54 34.     (N)    080 13 21.     (W)     SCALED    
 HX0108* NAVD 88     -       444.351  (meters)    1457.84   (feet)  ADJUSTED  
 HX0108  ___________________________________________________________________
 HX0108  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 HX0108  DYNAMIC HT  -         444.048 (meters)    1456.85  (feet)  COMP
 HX0108  MODELED GRAV-     979,932.9   (mgal)                       NAVD 88
 HX0108
 HX0108  VERT ORDER  -  SECOND    CLASS 0
 HX0108
 HX0108.The horizontal coordinates were scaled from a topographic map and have
 HX0108.an estimated accuracy of +/- 6 seconds.
 HX0108
 HX0108.The orthometric height was determined by differential leveling
 HX0108.and adjusted by the National Geodetic Survey in June 1991..
 HX0108
 HX0108.The geoid height was determined by GEOID03.
 HX0108
 HX0108.The dynamic height is computed by dividing the NAVD 88
 HX0108.geopotential number by the normal gravity value computed on the
 HX0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0108.degrees latitude (g = 980.6199 gals.).
 HX0108
 HX0108.The modeled gravity was interpolated from observed gravity values.
 HX0108
 HX0108;                    North         East    Units  Estimated Accuracy
 HX0108;SPC WV S     -   212,220.      667,440.      MT  (+/- 180 meters Scaled)
 HX0108
 HX0108                          SUPERSEDED SURVEY CONTROL
 HX0108
 HX0108  NGVD 29 (??/??/92)  444.529  (m)         1458.43   (f) ADJ UNCH    2 0
 HX0108
 HX0108.Superseded values are not recommended for survey control.
 HX0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0108.See file dsdata.txt to determine how the superseded data were derived.
 HX0108
 HX0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND674070(NAD 83)
 HX0108_MARKER: DB = BENCH MARK DISK
 HX0108_SETTING: 80 = SET IN A BOULDER
 HX0108_SP_SET: BOULDER
 HX0108_STAMPING: P 281 1962
 HX0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0108+STABILITY: SURFACE MOTION
 HX0108
 HX0108  HISTORY     - Date     Condition        Report By
 HX0108  HISTORY     - 1962     MONUMENTED       CGS
 HX0108
 HX0108                          STATION DESCRIPTION
 HX0108
 HX0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0108'4 MI E FROM ADRIAN.
 HX0108'ABOUT 1.65 MILES EAST ALONG THE BALTIMORE AND OHIO FROM THE
 HX0108'CROSSING OF STATE HIGHWAYS 20 AND 4 AT ADRIAN, THENCE ABOUT 2.3
 HX0108'MILES EAST ALONG AN ABANDONED RAILROAD, SET ON TOP OF AN EMBEDDED
 HX0108'BOULDER THAT IS ABOUT 25-BY 40-FOOT LONG WHICH IS IN A PASTURE
 HX0108'FIELD, ABOUT 110 YARDS NORTHEAST OF A FARM HOUSE, 65 FEET SOUTH
 HX0108'OF A 35-INCH WALNUT TREE, 70 FEET WEST OF THE CENTER LINE OF
 HX0108'THE OLD ROADBED, AND ABOUT 5 FEET BELOW THE LEVEL OF THE ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0084 ***********************************************************************
 HX0084  DESIGNATION -  P 282
 HX0084  PID         -  HX0084
 HX0084  STATE/COUNTY-  WV/RANDOLPH
 HX0084  USGS QUAD   -  ELLAMORE (1987)
 HX0084
 HX0084                         *CURRENT SURVEY CONTROL
 HX0084  ___________________________________________________________________
 HX0084* NAD 83(1986)-  38 56 16.     (N)    080 02 10.     (W)     SCALED    
 HX0084* NAVD 88     -       655.777  (meters)    2151.49   (feet)  ADJUSTED  
 HX0084  ___________________________________________________________________
 HX0084  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 HX0084  DYNAMIC HT  -         655.301 (meters)    2149.93  (feet)  COMP
 HX0084  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 HX0084
 HX0084  VERT ORDER  -  SECOND    CLASS 0
 HX0084
 HX0084.The horizontal coordinates were scaled from a topographic map and have
 HX0084.an estimated accuracy of +/- 6 seconds.
 HX0084
 HX0084.The orthometric height was determined by differential leveling
 HX0084.and adjusted by the National Geodetic Survey in June 1991..
 HX0084
 HX0084.The geoid height was determined by GEOID03.
 HX0084
 HX0084.The dynamic height is computed by dividing the NAVD 88
 HX0084.geopotential number by the normal gravity value computed on the
 HX0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0084.degrees latitude (g = 980.6199 gals.).
 HX0084
 HX0084.The modeled gravity was interpolated from observed gravity values.
 HX0084
 HX0084;                    North         East    Units  Estimated Accuracy
 HX0084;SPC WV S     -   215,520.      683,570.      MT  (+/- 180 meters Scaled)
 HX0084
 HX0084                          SUPERSEDED SURVEY CONTROL
 HX0084
 HX0084  NGVD 29 (??/??/92)  655.931  (m)         2152.00   (f) ADJ UNCH    2 0
 HX0084
 HX0084.Superseded values are not recommended for survey control.
 HX0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0084.See file dsdata.txt to determine how the superseded data were derived.
 HX0084
 HX0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND835103(NAD 83)
 HX0084_MARKER: DB = BENCH MARK DISK
 HX0084_SETTING: 66 = SET IN ROCK OUTCROP
 HX0084_SP_SET: ROCK CUT
 HX0084_STAMPING: P 282 1962
 HX0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0084+STABILITY: POSITION/ELEVATION WELL
 HX0084
 HX0084  HISTORY     - Date     Condition        Report By
 HX0084  HISTORY     - 1962     MONUMENTED       CGS
 HX0084
 HX0084                          STATION DESCRIPTION
 HX0084
 HX0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0084'8.2 MI NW FROM NORTON.
 HX0084'ABOUT 0.5 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX0084'OFFICE AT NORTON, THENCE ABOUT 7.65 MILES NORTHWEST ALONG THE
 HX0084'BALTIMORE AND OHIO RAILROAD, SET VERTICALLY IN THE NORTH FACE
 HX0084'OF A ROCK CUT THAT IS ABOUT 129-FOOT LONG AND 14-FOOT HIGH, 68
 HX0084'FEET WEST OF THE EAST END OF THE CUT, 9 FEET SOUTH OF THE SOUTH
 HX0084'RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.  NOTE-- THIS
 HX0084'BENCH MARK CAN ALSO BE REACHED BY GOING ABOUT 5.4 MILES NORTHEAST
 HX0084'ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE BRIDGE OVER
 HX0084'MIDDLE FORK RIVER AT MIDVALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1419 ***********************************************************************
 GX1419  DESIGNATION -  P 283
 GX1419  PID         -  GX1419
 GX1419  STATE/COUNTY-  WV/MERCER
 GX1419  USGS QUAD   -  BLUEFIELD (1979)
 GX1419
 GX1419                         *CURRENT SURVEY CONTROL
 GX1419  ___________________________________________________________________
 GX1419* NAD 83(1986)-  37 16 31.     (N)    081 12 31.     (W)     SCALED    
 GX1419* NAVD 88     -       768.017  (meters)    2519.74   (feet)  ADJUSTED  
 GX1419  ___________________________________________________________________
 GX1419  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GX1419  DYNAMIC HT  -         767.323 (meters)    2517.46  (feet)  COMP
 GX1419  MODELED GRAV-     979,701.0   (mgal)                       NAVD 88
 GX1419
 GX1419  VERT ORDER  -  FIRST     CLASS II
 GX1419
 GX1419.The horizontal coordinates were scaled from a topographic map and have
 GX1419.an estimated accuracy of +/- 6 seconds.
 GX1419
 GX1419.The orthometric height was determined by differential leveling
 GX1419.and adjusted by the National Geodetic Survey in June 1991..
 GX1419
 GX1419.The geoid height was determined by GEOID03.
 GX1419
 GX1419.The dynamic height is computed by dividing the NAVD 88
 GX1419.geopotential number by the normal gravity value computed on the
 GX1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1419.degrees latitude (g = 980.6199 gals.).
 GX1419
 GX1419.The modeled gravity was interpolated from observed gravity values.
 GX1419
 GX1419;                    North         East    Units  Estimated Accuracy
 GX1419;SPC WV S     -    30,570.      581,500.      MT  (+/- 180 meters Scaled)
 GX1419
 GX1419                          SUPERSEDED SURVEY CONTROL
 GX1419
 GX1419  NGVD 29 (??/??/92)  768.106  (m)         2520.03   (f) ADJ UNCH    1 2
 GX1419
 GX1419.Superseded values are not recommended for survey control.
 GX1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1419.See file dsdata.txt to determine how the superseded data were derived.
 GX1419
 GX1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB815254(NAD 83)
 GX1419_MARKER: DB = BENCH MARK DISK
 GX1419_SETTING: 66 = SET IN ROCK OUTCROP
 GX1419_SP_SET: ROCK LEDGE
 GX1419_STAMPING: P 283 1965
 GX1419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1419+STABILITY: POSITION/ELEVATION WELL
 GX1419
 GX1419  HISTORY     - Date     Condition        Report By
 GX1419  HISTORY     - 1965     MONUMENTED       CGS
 GX1419  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1419
 GX1419                          STATION DESCRIPTION
 GX1419
 GX1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1419'0.7 MI E FROM BLUEFIELD.
 GX1419'ABOUT 0.7 MILE EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1419'THE STATION AT BLUEFIELD, ABOUT 0.4 MILE WEST OF MILEPOST N-362,
 GX1419'ABOUT 0.1 MILE WEST OF THE OVERPASS CROSSING OF HARDING STREET,
 GX1419'SET IN THE TOP OF A ROCK LEDGE THAT IS ABOUT 15 FEET LONG, 1 1/2
 GX1419'FEET WIDE AND IS NEAR THE EAST END OF A LARGE ROCK CUT, 171 FEET
 GX1419'WEST OF THE EAST END OF A CONCRETE RETAINING WALL WHICH IS
 GX1419'ALONG THE SOUTH SIDE OF THE TRACK, 15 FEET WEST OF THE EAST END
 GX1419'OF THE ROCK PORTION OF THE CUT, 11 FEET SOUTH OF THE SOUTH RAIL
 GX1419'OF THE SOUTH TRACK AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 GX1419
 GX1419                          STATION RECOVERY (1984)
 GX1419
 GX1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1419'NOT RECOVERED, COULD NOT LOCATE ROCK AT THE END OF THE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1945 ***********************************************************************
 HW1945  DESIGNATION -  P 3
 HW1945  PID         -  HW1945
 HW1945  STATE/COUNTY-  WV/POCAHONTAS
 HW1945  USGS QUAD   -  DURBIN (1995)
 HW1945
 HW1945                         *CURRENT SURVEY CONTROL
 HW1945  ___________________________________________________________________
 HW1945* NAD 83(1986)-  38 31 15.     (N)    079 50 37.     (W)     SCALED    
 HW1945* NAVD 88     -       814.268  (meters)    2671.48   (feet)  ADJUSTED  
 HW1945  ___________________________________________________________________
 HW1945  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HW1945  DYNAMIC HT  -         813.609 (meters)    2669.32  (feet)  COMP
 HW1945  MODELED GRAV-     979,792.2   (mgal)                       NAVD 88
 HW1945
 HW1945  VERT ORDER  -  FIRST     CLASS II
 HW1945
 HW1945.The horizontal coordinates were scaled from a topographic map and have
 HW1945.an estimated accuracy of +/- 6 seconds.
 HW1945
 HW1945.The orthometric height was determined by differential leveling
 HW1945.and adjusted by the National Geodetic Survey in June 1991..
 HW1945
 HW1945.The geoid height was determined by GEOID03.
 HW1945
 HW1945.The dynamic height is computed by dividing the NAVD 88
 HW1945.geopotential number by the normal gravity value computed on the
 HW1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1945.degrees latitude (g = 980.6199 gals.).
 HW1945
 HW1945.The modeled gravity was interpolated from observed gravity values.
 HW1945
 HW1945;                    North         East    Units  Estimated Accuracy
 HW1945;SPC WV S     -   169,430.      700,840.      MT  (+/- 180 meters Scaled)
 HW1945
 HW1945                          SUPERSEDED SURVEY CONTROL
 HW1945
 HW1945  NGVD 29 (??/??/92)  814.325  (m)         2671.66   (f) ADJ UNCH    1 2
 HW1945
 HW1945.Superseded values are not recommended for survey control.
 HW1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1945.See file dsdata.txt to determine how the superseded data were derived.
 HW1945
 HW1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC008642(NAD 83)
 HW1945_MARKER: DB = BENCH MARK DISK
 HW1945_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1945_SP_SET: BRIDGE
 HW1945_STAMPING: P 3 1933
 HW1945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1945
 HW1945  HISTORY     - Date     Condition        Report By
 HW1945  HISTORY     - 1933     MONUMENTED       CGS
 HW1945  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1945
 HW1945                          STATION DESCRIPTION
 HW1945
 HW1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW1945'2.4 MI SW FROM DURBIN.
 HW1945'2.4 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HW1945'THE UNION STATION AT DURBIN, POCAHONTAS COUNTY, 3-1/2 RAILS
 HW1945'SOUTH OF THE STATION AT WHITING, 60 YARDS NORTHEAST OF A SMALL
 HW1945'FRAME HOUSE, AT BRIDGE 92.6, IN THE TOP OF THE WEST END OF THE
 HW1945'SOUTH BRIDGE SEAT, 4 YARDS WEST OF THE CENTERLINE OF THE TRACK,
 HW1945'AND ABOUT 1 YARD LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 HW1945'P 3 1933.
 HW1945
 HW1945                          STATION RECOVERY (1983)
 HW1945
 HW1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0872 ***********************************************************************
 JW0872  DESIGNATION -  P 31
 JW0872  PID         -  JW0872
 JW0872  STATE/COUNTY-  WV/TUCKER
 JW0872  USGS QUAD   -  PARSONS (1995)
 JW0872
 JW0872                         *CURRENT SURVEY CONTROL
 JW0872  ___________________________________________________________________
 JW0872* NAD 83(1986)-  39 05 43.     (N)    079 40 05.     (W)     SCALED    
 JW0872* NAVD 88     -       506.225  (meters)    1660.84   (feet)  ADJUSTED  
 JW0872  ___________________________________________________________________
 JW0872  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JW0872  DYNAMIC HT  -         505.882 (meters)    1659.71  (feet)  COMP
 JW0872  MODELED GRAV-     979,932.8   (mgal)                       NAVD 88
 JW0872
 JW0872  VERT ORDER  -  SECOND    CLASS 0
 JW0872
 JW0872.The horizontal coordinates were scaled from a topographic map and have
 JW0872.an estimated accuracy of +/- 6 seconds.
 JW0872
 JW0872.The orthometric height was determined by differential leveling
 JW0872.and adjusted by the National Geodetic Survey in June 1991..
 JW0872
 JW0872.The geoid height was determined by GEOID03.
 JW0872
 JW0872.The dynamic height is computed by dividing the NAVD 88
 JW0872.geopotential number by the normal gravity value computed on the
 JW0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0872.degrees latitude (g = 980.6199 gals.).
 JW0872
 JW0872.The modeled gravity was interpolated from observed gravity values.
 JW0872
 JW0872;                    North         East    Units  Estimated Accuracy
 JW0872;SPC WV N     -    66,100.      585,460.      MT  (+/- 180 meters Scaled)
 JW0872
 JW0872                          SUPERSEDED SURVEY CONTROL
 JW0872
 JW0872  NGVD 29 (??/??/92)  506.392  (m)         1661.39   (f) ADJ UNCH    2 0
 JW0872
 JW0872.Superseded values are not recommended for survey control.
 JW0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0872.See file dsdata.txt to determine how the superseded data were derived.
 JW0872
 JW0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD151281(NAD 83)
 JW0872_MARKER: DB = BENCH MARK DISK
 JW0872_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0872_SP_SET: BRIDGE
 JW0872_STAMPING: P 31 1935
 JW0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0872
 JW0872  HISTORY     - Date     Condition        Report By
 JW0872  HISTORY     - 1935     MONUMENTED       CGS
 JW0872
 JW0872                          STATION DESCRIPTION
 JW0872
 JW0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0872'0.8 MI SE FROM PARSONS.
 JW0872'0.8 MILE SOUTHEAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0872'STATION AT PARSONS, TUCKER COUNTY, AT A STEEL BRIDGE OVER BLACK
 JW0872'FORK RIVER, IN THE TOP OF THE SOUTHEAST CORNER OF THE EAST
 JW0872'CONCRETE ABUTMENT, 9 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 JW0872'AND 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED P 31
 JW0872'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2967 ***********************************************************************
 KY2967  DESIGNATION -  P 312
 KY2967  PID         -  KY2967
 KY2967  STATE/COUNTY-  WV/BROOKE
 KY2967  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY2967
 KY2967                         *CURRENT SURVEY CONTROL
 KY2967  ___________________________________________________________________
 KY2967* NAD 83(1986)-  40 20 08.     (N)    080 35 44.     (W)     SCALED    
 KY2967* NAVD 88     -       221.078  (meters)     725.32   (feet)  ADJUSTED  
 KY2967  ___________________________________________________________________
 KY2967  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KY2967  DYNAMIC HT  -         220.962 (meters)     724.94  (feet)  COMP
 KY2967  MODELED GRAV-     980,096.1   (mgal)                       NAVD 88
 KY2967
 KY2967  VERT ORDER  -  FIRST     CLASS II
 KY2967
 KY2967.The horizontal coordinates were scaled from a topographic map and have
 KY2967.an estimated accuracy of +/- 6 seconds.
 KY2967
 KY2967.The orthometric height was determined by differential leveling
 KY2967.and adjusted by the National Geodetic Survey in June 1991..
 KY2967
 KY2967.The geoid height was determined by GEOID03.
 KY2967
 KY2967.The dynamic height is computed by dividing the NAVD 88
 KY2967.geopotential number by the normal gravity value computed on the
 KY2967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2967.degrees latitude (g = 980.6199 gals.).
 KY2967
 KY2967.The modeled gravity was interpolated from observed gravity values.
 KY2967
 KY2967;                    North         East    Units  Estimated Accuracy
 KY2967;SPC WV N     -   204,360.      506,910.      MT  (+/- 180 meters Scaled)
 KY2967
 KY2967                          SUPERSEDED SURVEY CONTROL
 KY2967
 KY2967.No superseded survey control is available for this station.
 KY2967
 KY2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE343650(NAD 83)
 KY2967_MARKER: I = METAL ROD
 KY2967_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KY2967_SP_SET: STAINLESS STEEL ROD
 KY2967_STAMPING: P 312 1983
 KY2967_MARK LOGO: NGS   
 KY2967_PROJECTION: FLUSH
 KY2967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2967_ROD/PIPE-DEPTH: 9.7  meters
 KY2967
 KY2967  HISTORY     - Date     Condition        Report By
 KY2967  HISTORY     - 1983     MONUMENTED       NGS
 KY2967
 KY2967                          STATION DESCRIPTION
 KY2967
 KY2967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2967'IN FOLLANSBEE.
 KY2967'IN FOLLANSBEE, ALONG STATE HIGHWAY 2, AT THE FOLLANSBEE MIDDLE SCHOOL,
 KY2967'IN THE NORTHERN PART OF THE CITY, 18.99 METERS (62.3 FT) EAST OF THE
 KY2967'CENTERLINE OF THE HIGHWAY, 33.77 METERS (110.8 FT) SOUTH OF THE SOUTH
 KY2967'ENTRANCE DRIVE TO THE SCHOOL, 10.42 METERS (34.2 FT) WEST OF A
 KY2967'FLAGPOLE, 0.52 METER (1.7 FT) SOUTH OF A SCHOOL SIGN WITH A BRICK BASE
 KY2967'(FOLLANSBEE MIDDLE SCHOOL).
 KY2967'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1133 ***********************************************************************
 JW1133  DESIGNATION -  P 313
 JW1133  PID         -  JW1133
 JW1133  STATE/COUNTY-  WV/PRESTON
 JW1133  USGS QUAD   -  TERRA ALTA (1976)
 JW1133
 JW1133                         *CURRENT SURVEY CONTROL
 JW1133  ___________________________________________________________________
 JW1133* NAD 83(1995)-  39 27 10.67621(N)    079 33 12.29474(W)     ADJUSTED  
 JW1133* NAVD 88     -       784.498  (meters)    2573.81   (feet)  ADJUSTED  
 JW1133  ___________________________________________________________________
 JW1133  X           -     894,283.736 (meters)                     COMP
 JW1133  Y           -  -4,850,354.677 (meters)                     COMP
 JW1133  Z           -   4,031,751.408 (meters)                     COMP
 JW1133  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 JW1133  ELLIP HEIGHT-         753.26  (meters)          (04/01/98) GPS OBS
 JW1133  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JW1133  DYNAMIC HT  -         783.960 (meters)    2572.04  (feet)  COMP
 JW1133  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 JW1133
 JW1133  HORZ ORDER  -  THIRD
 JW1133  VERT ORDER  -  FIRST     CLASS II
 JW1133  ELLP ORDER  -  FOURTH    CLASS I
 JW1133
 JW1133.The horizontal coordinates were established by GPS observations
 JW1133.and adjusted by the National Geodetic Survey in April 1998..
 JW1133
 JW1133.The orthometric height was determined by differential leveling
 JW1133.and adjusted by the National Geodetic Survey in June 1991..
 JW1133
 JW1133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1133
 JW1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1133
 JW1133.The ellipsoidal height was determined by GPS observations
 JW1133.and is referenced to NAD 83.
 JW1133
 JW1133.The geoid height was determined by GEOID03.
 JW1133
 JW1133.The dynamic height is computed by dividing the NAVD 88
 JW1133.geopotential number by the normal gravity value computed on the
 JW1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1133.degrees latitude (g = 980.6199 gals.).
 JW1133
 JW1133.The modeled gravity was interpolated from observed gravity values.
 JW1133
 JW1133;                    North         East     Units Scale Factor Converg.
 JW1133;SPC WV N     -   105,796.563   595,402.732   MT  0.99994528   -0 02 02.6
 JW1133;UTM  17      - 4,368,043.145   624,462.296   MT  0.99979073   +0 55 09.6
 JW1133
 JW1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1133!SPC WV N     -   0.99988184  x   0.99994528  =   0.99982712
 JW1133!UTM  17      -   0.99988184  x   0.99979073  =   0.99967259
 JW1133
 JW1133                          SUPERSEDED SURVEY CONTROL
 JW1133
 JW1133  NAD 83(1995)-  39 27 10.68108(N)    079 33 12.30626(W) AD(       ) 3
 JW1133  ELLIP H (01/27/92)  753.20   (m)                       GP(       ) 4 1
 JW1133  NAD 83(1986)-  39 27 10.68045(N)    079 33 12.30526(W) AD(       ) 3
 JW1133  NAD 27      -  39 27 10.35157(N)    079 33 13.11567(W) AD(       ) 3
 JW1133  NGVD 29 (03/22/89)  784.62   (m)         2574.2    (f) LEVELING    3  
 JW1133
 JW1133.Superseded values are not recommended for survey control.
 JW1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1133.See file dsdata.txt to determine how the superseded data were derived.
 JW1133
 JW1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD2446268043(NAD 83)
 JW1133_MARKER: I = METAL ROD
 JW1133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1133_SP_SET: STAINLESS STEEL ROD
 JW1133_STAMPING: P 313 1983
 JW1133_MARK LOGO: NGS   
 JW1133_PROJECTION: FLUSH
 JW1133_MAGNETIC: I = MARKER IS A STEEL ROD
 JW1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1133+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JW1133_ROD/PIPE-DEPTH: 5.5  meters
 JW1133
 JW1133  HISTORY     - Date     Condition        Report By
 JW1133  HISTORY     - 1983     MONUMENTED       NGS
 JW1133  HISTORY     - 1987     GOOD             NGS
 JW1133
 JW1133                          STATION DESCRIPTION
 JW1133
 JW1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1133'IN TERRA ALTA.
 JW1133'IN TERRA ALTA, AT THE ENTRANCE TO THE TERRA ALTA CEMETERY, ON STATE
 JW1133'HIGHWAY 7, 1.0 KM (0.6 MI) EAST OF THE JUNCTION OF BRANDONVILLE
 JW1133'TURNPIKE, 10.51 METERS (34.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 JW1133'HIGHWAY, 3.70 METERS (12.0 FT) SOUTHEAST OF THE PAVED ENTRANCE ROAD OF
 JW1133'THE CEMETERY, 8.07 METERS (26.5 FT) SOUTHWEST OF THE SOUTHWEST FACE OF
 JW1133'THE GRANITE HEADSTONE OF LIZZIE M. FREELAND.
 JW1133'THE MARK IS 0.91 M ABOVE HIGHWAY.
 JW1133
 JW1133                          STATION RECOVERY (1987)
 JW1133
 JW1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 JW1133'THE STATION IS LOCATED ON THE WEST EDGE OF TERRA ALTA, AT THE MAIN
 JW1133'ENTRANCE TO THE TERRA ALTA CEMETERY, 1.0 KM (0.6 MI) WEST OF THE
 JW1133'JUNCTION OF BRANDONVILLE TURNPIKE.
 JW1133'OWNERSHIP--TERRA ALTA CEMETERY ASSOCIATION, CARETAKER PHONE (304)
 JW1133'789-6563.
 JW1133'
 JW1133'TO REACH THE STATION FROM THE POST OFFICE IN TERRA ALTA, GO
 JW1133'WEST FOR 2.1 KM (1.3 MI) ON STATE HIGHWAY 7 TO A PAVED DRIVE ON THE
 JW1133'RIGHT LEADING INTO THE CEMETERY AND THE STATION ON THE RIGHT.
 JW1133'
 JW1133'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO A
 JW1133'DEPTH OF 5.5 METERS ENCASED IN A PIPE COVERED BY A STANDARD METAL
 JW1133'NGS LOGO CAP STAMPED---P 313 1983---, FLUSH WITH THE GROUND.
 JW1133'LOCATED
 JW1133'10.5 METERS (34.5 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY,
 JW1133'8.1 METERS (26.5 FT) SOUTHWEST FROM THE SOUTHWEST FACE OF THE
 JW1133'GRANITE HEADSTONE OF LIZZIE M. FREELAND,
 JW1133'3.7 METERS (12.0 FT) SOUTHEAST FROM THE CENTER OF THE PAVED DRIVE
 JW1133'AND 1.0 METER ABOVE THE HIGHWAY.
 JW1133'
 JW1133'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1737 ***********************************************************************
 JX1737  DESIGNATION -  P 314
 JX1737  PID         -  JX1737
 JX1737  STATE/COUNTY-  WV/WOOD
 JX1737  USGS QUAD   -  WILLOW ISLAND (1994)
 JX1737
 JX1737                         *CURRENT SURVEY CONTROL
 JX1737  ___________________________________________________________________
 JX1737* NAD 83(1986)-  39 15 11.     (N)    081 20 35.     (W)     SCALED    
 JX1737* NAVD 88     -       269.979  (meters)     885.76   (feet)  ADJUSTED  
 JX1737  ___________________________________________________________________
 JX1737  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JX1737  DYNAMIC HT  -         269.813 (meters)     885.21  (feet)  COMP
 JX1737  MODELED GRAV-     980,006.8   (mgal)                       NAVD 88
 JX1737
 JX1737  VERT ORDER  -  FIRST     CLASS II
 JX1737
 JX1737.The horizontal coordinates were scaled from a topographic map and have
 JX1737.an estimated accuracy of +/- 6 seconds.
 JX1737
 JX1737.The orthometric height was determined by differential leveling
 JX1737.and adjusted by the National Geodetic Survey in June 1991..
 JX1737
 JX1737.The geoid height was determined by GEOID03.
 JX1737
 JX1737.The dynamic height is computed by dividing the NAVD 88
 JX1737.geopotential number by the normal gravity value computed on the
 JX1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1737.degrees latitude (g = 980.6199 gals.).
 JX1737
 JX1737.The modeled gravity was interpolated from observed gravity values.
 JX1737
 JX1737;                    North         East    Units  Estimated Accuracy
 JX1737;SPC WV N     -    85,230.      440,930.      MT  (+/- 180 meters Scaled)
 JX1737
 JX1737                          SUPERSEDED SURVEY CONTROL
 JX1737
 JX1737.No superseded survey control is available for this station.
 JX1737
 JX1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD704449(NAD 83)
 JX1737_MARKER: DB = BENCH MARK DISK
 JX1737_SETTING: 66 = SET IN ROCK OUTCROP
 JX1737_SP_SET: ROCK OUTCROP
 JX1737_STAMPING: P 314 1983
 JX1737_MARK LOGO: NGS   
 JX1737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1737+STABILITY: POSITION/ELEVATION WELL
 JX1737
 JX1737  HISTORY     - Date     Condition        Report By
 JX1737  HISTORY     - 1983     MONUMENTED       NGS
 JX1737
 JX1737                          STATION DESCRIPTION
 JX1737
 JX1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1737'16.2 KM (10.1 MI) EAST FROM PARKERSBURG.
 JX1737'16.2 KM (10.1 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1737'INTERSTATE 77 IN PARKERSBURG TO THE MARK ON THE RIGHT, 16.4 METERS
 JX1737'(54.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF THE
 JX1737'HIGHWAY, 24.6 METERS (81.0 FT) WEST-SOUTHWEST OF THE WEST END OF A
 JX1737'GUARDRAIL.
 JX1737'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 JX1737'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1801 ***********************************************************************
 JX1801  DESIGNATION -  P 315
 JX1801  PID         -  JX1801
 JX1801  STATE/COUNTY-  WV/MARION
 JX1801  USGS QUAD   -  FAIRMONT EAST (1976)
 JX1801
 JX1801                         *CURRENT SURVEY CONTROL
 JX1801  ___________________________________________________________________
 JX1801* NAD 83(1986)-  39 28 19.     (N)    080 07 14.     (W)     SCALED    
 JX1801* NAVD 88     -       309.720  (meters)    1016.14   (feet)  ADJUSTED  
 JX1801  ___________________________________________________________________
 JX1801  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JX1801  DYNAMIC HT  -         309.534 (meters)    1015.53  (feet)  COMP
 JX1801  MODELED GRAV-     980,017.1   (mgal)                       NAVD 88
 JX1801
 JX1801  VERT ORDER  -  FIRST     CLASS II
 JX1801
 JX1801.The horizontal coordinates were scaled from a topographic map and have
 JX1801.an estimated accuracy of +/- 6 seconds.
 JX1801
 JX1801.The orthometric height was determined by differential leveling
 JX1801.and adjusted by the National Geodetic Survey in June 1991..
 JX1801
 JX1801.The geoid height was determined by GEOID03.
 JX1801
 JX1801.The dynamic height is computed by dividing the NAVD 88
 JX1801.geopotential number by the normal gravity value computed on the
 JX1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1801.degrees latitude (g = 980.6199 gals.).
 JX1801
 JX1801.The modeled gravity was interpolated from observed gravity values.
 JX1801
 JX1801;                    North         East    Units  Estimated Accuracy
 JX1801;SPC WV N     -   108,090.      546,610.      MT  (+/- 180 meters Scaled)
 JX1801
 JX1801                          SUPERSEDED SURVEY CONTROL
 JX1801
 JX1801.No superseded survey control is available for this station.
 JX1801
 JX1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND756695(NAD 83)
 JX1801_MARKER: DB = BENCH MARK DISK
 JX1801_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1801_SP_SET: ABUTMENT
 JX1801_STAMPING: P 315 1983
 JX1801_MARK LOGO: NGS   
 JX1801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1801
 JX1801  HISTORY     - Date     Condition        Report By
 JX1801  HISTORY     - 1983     MONUMENTED       NGS
 JX1801  HISTORY     - 20050607 GOOD             GEOCAC
 JX1801
 JX1801                          STATION DESCRIPTION
 JX1801
 JX1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1801'IN FAIRMONT.
 JX1801'IN FAIRMONT, AT THE NORTHEASTBOUND INTERSTATE 79 BRIDGE OVER STATE
 JX1801'HIGHWAY 310, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF
 JX1801'THE BRIDGE, 4.11 METERS (13.5 FT) NORTHEAST OF THE SOUTHWEST END OF
 JX1801'THE BRIDGE, 0.91 METER (3.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 JX1801'METAL I-BEAM SUPPORT OF THE BRIDGE.
 JX1801'THE MARK IS 1.82 M BELOW HIGHWAY.
 JX1801
 JX1801                          STATION RECOVERY (2005)
 JX1801
 JX1801'RECOVERY NOTE BY GEOCACHING 2005 (DTH)
 JX1801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1691 ***********************************************************************
 JX1691  DESIGNATION -  P 316
 JX1691  PID         -  JX1691
 JX1691  STATE/COUNTY-  WV/WETZEL
 JX1691  USGS QUAD   -  PADEN CITY (1994)
 JX1691
 JX1691                         *CURRENT SURVEY CONTROL
 JX1691  ___________________________________________________________________
 JX1691* NAD 83(1986)-  39 36 49.     (N)    080 53 54.     (W)     SCALED    
 JX1691* NAVD 88     -       215.938  (meters)     708.46   (feet)  ADJUSTED  
 JX1691  ___________________________________________________________________
 JX1691  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JX1691  DYNAMIC HT  -         215.812 (meters)     708.04  (feet)  COMP
 JX1691  MODELED GRAV-     980,038.3   (mgal)                       NAVD 88
 JX1691
 JX1691  VERT ORDER  -  FIRST     CLASS II
 JX1691
 JX1691.The horizontal coordinates were scaled from a topographic map and have
 JX1691.an estimated accuracy of +/- 6 seconds.
 JX1691
 JX1691.The orthometric height was determined by differential leveling
 JX1691.and adjusted by the National Geodetic Survey in June 1991..
 JX1691
 JX1691.The geoid height was determined by GEOID03.
 JX1691
 JX1691.The dynamic height is computed by dividing the NAVD 88
 JX1691.geopotential number by the normal gravity value computed on the
 JX1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1691.degrees latitude (g = 980.6199 gals.).
 JX1691
 JX1691.The modeled gravity was interpolated from observed gravity values.
 JX1691
 JX1691;                    North         East    Units  Estimated Accuracy
 JX1691;SPC WV N     -   124,560.      479,930.      MT  (+/- 180 meters Scaled)
 JX1691
 JX1691                          SUPERSEDED SURVEY CONTROL
 JX1691
 JX1691.No superseded survey control is available for this station.
 JX1691
 JX1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND087848(NAD 83)
 JX1691_MARKER: DB = BENCH MARK DISK
 JX1691_SETTING: 66 = SET IN ROCK OUTCROP
 JX1691_SP_SET: ROCK OUTCROP
 JX1691_STAMPING: P 316 1983
 JX1691_MARK LOGO: NGS   
 JX1691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1691+STABILITY: POSITION/ELEVATION WELL
 JX1691
 JX1691  HISTORY     - Date     Condition        Report By
 JX1691  HISTORY     - 1983     MONUMENTED       NGS
 JX1691
 JX1691                          STATION DESCRIPTION
 JX1691
 JX1691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1691'5.4 KM (3.35 MI) SOUTH FROM NEW MARTINSVILLE.
 JX1691'5.4 KM (3.35 MI) SOUTH ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 JX1691'DOOLIN RUN ROAD IN NEW MARTINSVILLE TO THE MARK ON THE LEFT, SET
 JX1691'VERTICALLY IN A ROCK CUT, ALSO 3.8 KM (2.35 MI) NORTHEAST ALONG STATE
 JX1691'HIGHWAY 2 FROM THE JUNCTION OF PADEN FORK ROAD IN PADEN CITY,
 JX1691'5.88 METERS (19.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JX1691'23.16 METERS (76.0 FT) SOUTHEAST OF UTILITY POLE 1704.
 JX1691'THE MARK IS 0.91 METERS  SE FROM A WITNESS POST.
 JX1691'THE MARK IS 0.83 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1114 ***********************************************************************
 JW1114  DESIGNATION -  P 317
 JW1114  PID         -  JW1114
 JW1114  STATE/COUNTY-  WV/PRESTON
 JW1114  USGS QUAD   -  ROWLESBURG (1995)
 JW1114
 JW1114                         *CURRENT SURVEY CONTROL
 JW1114  ___________________________________________________________________
 JW1114* NAD 83(1986)-  39 20 03.     (N)    079 44 08.     (W)     SCALED    
 JW1114* NAVD 88     -       700.873  (meters)    2299.45   (feet)  ADJUSTED  
 JW1114  ___________________________________________________________________
 JW1114  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JW1114  DYNAMIC HT  -         700.400 (meters)    2297.90  (feet)  COMP
 JW1114  MODELED GRAV-     979,928.9   (mgal)                       NAVD 88
 JW1114
 JW1114  VERT ORDER  -  FIRST     CLASS II
 JW1114
 JW1114.The horizontal coordinates were scaled from a topographic map and have
 JW1114.an estimated accuracy of +/- 6 seconds.
 JW1114
 JW1114.The orthometric height was determined by differential leveling
 JW1114.and adjusted by the National Geodetic Survey in June 1991..
 JW1114
 JW1114.The geoid height was determined by GEOID03.
 JW1114
 JW1114.The dynamic height is computed by dividing the NAVD 88
 JW1114.geopotential number by the normal gravity value computed on the
 JW1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1114.degrees latitude (g = 980.6199 gals.).
 JW1114
 JW1114.The modeled gravity was interpolated from observed gravity values.
 JW1114
 JW1114;                    North         East    Units  Estimated Accuracy
 JW1114;SPC WV N     -    92,630.      579,690.      MT  (+/- 180 meters Scaled)
 JW1114
 JW1114                          SUPERSEDED SURVEY CONTROL
 JW1114
 JW1114.No superseded survey control is available for this station.
 JW1114
 JW1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD089546(NAD 83)
 JW1114_MARKER: I = METAL ROD
 JW1114_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1114+WITH SETTING: INFORMATION.
 JW1114_SP_SET: SHALLOW SET METAL ROD
 JW1114_STAMPING: P 317 1983
 JW1114_MARK LOGO: NGS   
 JW1114_PROJECTION: FLUSH
 JW1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1114_ROD/PIPE-DEPTH: 1.4  meters
 JW1114
 JW1114  HISTORY     - Date     Condition        Report By
 JW1114  HISTORY     - 1983     MONUMENTED       NGS
 JW1114
 JW1114                          STATION DESCRIPTION
 JW1114
 JW1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1114'10.6 KM (6.6 MI) SW FROM ROWLESBURG.
 JW1114'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1114'ELEMENTARY SCHOOL IN ROWLESBURG, THENCE 5.8 KM (3.6 MI) WEST ALONG
 JW1114'U.S. HIGHWAY 50 TO THE MARK ON THE LEFT, ON THE WEST EDGE OF THE
 JW1114'PROPERTY OF THE COMMUNITY CHRISTIAN CHURCH, 7.01 METERS (23.0 FT) EAST
 JW1114'OF THE CENTERLINE OF THE HIGHWAY, 15.39 METERS (50.5 FT) SOUTHWEST OF
 JW1114'THE SOUTHWEST CORNER OF THE CHURCH, 21.64 METERS (71.0 FT) NORTH OF
 JW1114'THE CENTER OF THE ENTRANCE DRIVEWAY FOR THE CHURCH, 1.06 METERS
 JW1114'(3.5 FT) EAST OF THE EAST LEG OF A HIGHWAY SIGN.  NOTE--SEVERAL
 JW1114'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 JW1114'THE MARK IS 1.06 METERS  E FROM A WITNESS POST.
 JW1114'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1761 ***********************************************************************
 JX1761  DESIGNATION -  P 319
 JX1761  PID         -  JX1761
 JX1761  STATE/COUNTY-  WV/DODDRIDGE
 JX1761  USGS QUAD   -  SALEM (1976)
 JX1761
 JX1761                         *CURRENT SURVEY CONTROL
 JX1761  ___________________________________________________________________
 JX1761* NAD 83(1986)-  39 17 49.     (N)    080 35 49.     (W)     SCALED    
 JX1761* NAVD 88     -       360.603  (meters)    1183.08   (feet)  ADJUSTED  
 JX1761  ___________________________________________________________________
 JX1761  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JX1761  DYNAMIC HT  -         360.377 (meters)    1182.34  (feet)  COMP
 JX1761  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 JX1761
 JX1761  VERT ORDER  -  FIRST     CLASS II
 JX1761
 JX1761.The horizontal coordinates were scaled from a topographic map and have
 JX1761.an estimated accuracy of +/- 6 seconds.
 JX1761
 JX1761.The orthometric height was determined by differential leveling
 JX1761.and adjusted by the National Geodetic Survey in June 1991..
 JX1761
 JX1761.The geoid height was determined by GEOID03.
 JX1761
 JX1761.The dynamic height is computed by dividing the NAVD 88
 JX1761.geopotential number by the normal gravity value computed on the
 JX1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1761.degrees latitude (g = 980.6199 gals.).
 JX1761
 JX1761.The modeled gravity was interpolated from observed gravity values.
 JX1761
 JX1761;                    North         East    Units  Estimated Accuracy
 JX1761;SPC WV N     -    89,050.      505,380.      MT  (+/- 180 meters Scaled)
 JX1761
 JX1761                          SUPERSEDED SURVEY CONTROL
 JX1761
 JX1761.No superseded survey control is available for this station.
 JX1761
 JX1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND347498(NAD 83)
 JX1761_MARKER: I = METAL ROD
 JX1761_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1761_SP_SET: STAINLESS STEEL ROD
 JX1761_STAMPING: P 319 1983
 JX1761_MARK LOGO: NGS   
 JX1761_PROJECTION: FLUSH
 JX1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1761_ROD/PIPE-DEPTH: 8.8  meters
 JX1761
 JX1761  HISTORY     - Date     Condition        Report By
 JX1761  HISTORY     - 1983     MONUMENTED       NGS
 JX1761
 JX1761                          STATION DESCRIPTION
 JX1761
 JX1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1761'2.9 KM (1.85 MI) WEST FROM SALEM.
 JX1761'2.9 KM (1.85 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1761'HIGHWAY 23 AT THE NORTH EDGE OF SALEM TO THE MARK ON THE LEFT,
 JX1761'25.9 METERS (85.0 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 JX1761'LANE OF THE HIGHWAY, 17.6 METERS (58.0 FT) SOUTHWEST OF A GUARDRAIL,
 JX1761'0.30 METER (1.0 FT) NORTHEAST OF A POWER POLE.
 JX1761'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0726 ***********************************************************************
 JW0726  DESIGNATION -  P 32
 JW0726  PID         -  JW0726
 JW0726  STATE/COUNTY-  WV/GRANT
 JW0726  USGS QUAD   -  GORMAN (1981)
 JW0726
 JW0726                         *CURRENT SURVEY CONTROL
 JW0726  ___________________________________________________________________
 JW0726* NAD 83(1986)-  39 16 10.     (N)    079 15 45.     (W)     SCALED    
 JW0726* NAVD 88     -       785.138  (meters)    2575.91   (feet)  ADJUSTED  
 JW0726  ___________________________________________________________________
 JW0726  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 JW0726  DYNAMIC HT  -         784.583 (meters)    2574.09  (feet)  COMP
 JW0726  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 JW0726
 JW0726  VERT ORDER  -  SECOND    CLASS 0
 JW0726
 JW0726.The horizontal coordinates were scaled from a topographic map and have
 JW0726.an estimated accuracy of +/- 6 seconds.
 JW0726
 JW0726.The orthometric height was determined by differential leveling
 JW0726.and adjusted by the National Geodetic Survey in June 1991..
 JW0726
 JW0726.The geoid height was determined by GEOID03.
 JW0726
 JW0726.The dynamic height is computed by dividing the NAVD 88
 JW0726.geopotential number by the normal gravity value computed on the
 JW0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0726.degrees latitude (g = 980.6199 gals.).
 JW0726
 JW0726.The modeled gravity was interpolated from observed gravity values.
 JW0726
 JW0726;                    North         East    Units  Estimated Accuracy
 JW0726;SPC WV N     -    85,450.      620,500.      MT  (+/- 180 meters Scaled)
 JW0726
 JW0726                          SUPERSEDED SURVEY CONTROL
 JW0726
 JW0726  NGVD 29 (??/??/92)  785.268  (m)         2576.33   (f) ADJ UNCH    2 0
 JW0726
 JW0726.Superseded values are not recommended for survey control.
 JW0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0726.See file dsdata.txt to determine how the superseded data were derived.
 JW0726
 JW0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD498481(NAD 83)
 JW0726_MARKER: DB = BENCH MARK DISK
 JW0726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0726_SP_SET: BRIDGE
 JW0726_STAMPING: P 32 1935
 JW0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0726
 JW0726  HISTORY     - Date     Condition        Report By
 JW0726  HISTORY     - 1935     MONUMENTED       CGS
 JW0726  HISTORY     - 1962     GOOD             NGS
 JW0726
 JW0726                          STATION DESCRIPTION
 JW0726
 JW0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0726'1.2 MI W FROM MOUNT STORM.
 JW0726'ABOUT 1.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JW0726'STATE HIGHWAY 42 AT MOUNT STORM, GRANT COUNTY, AT A STEEL BRIDGE
 JW0726'OVER STONY RIVER, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 JW0726'ABUTMENT, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 JW0726'4 FEET LOWER THAN THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED P
 JW0726'32 1935.
 JW0726
 JW0726                          STATION RECOVERY (1962)
 JW0726
 JW0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JW0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1785 ***********************************************************************
 JX1785  DESIGNATION -  P 320
 JX1785  PID         -  JX1785
 JX1785  STATE/COUNTY-  WV/TAYLOR
 JX1785  USGS QUAD   -  GRAFTON (1976)
 JX1785
 JX1785                         *CURRENT SURVEY CONTROL
 JX1785  ___________________________________________________________________
 JX1785* NAD 83(1986)-  39 21 10.     (N)    080 02 34.     (W)     SCALED    
 JX1785* NAVD 88     -       302.447  (meters)     992.28   (feet)  ADJUSTED  
 JX1785  ___________________________________________________________________
 JX1785  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JX1785  DYNAMIC HT  -         302.257 (meters)     991.65  (feet)  COMP
 JX1785  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 JX1785
 JX1785  VERT ORDER  -  FIRST     CLASS II
 JX1785
 JX1785.The horizontal coordinates were scaled from a topographic map and have
 JX1785.an estimated accuracy of +/- 6 seconds.
 JX1785
 JX1785.The orthometric height was determined by differential leveling
 JX1785.and adjusted by the National Geodetic Survey in June 1991..
 JX1785
 JX1785.The geoid height was determined by GEOID03.
 JX1785
 JX1785.The dynamic height is computed by dividing the NAVD 88
 JX1785.geopotential number by the normal gravity value computed on the
 JX1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1785.degrees latitude (g = 980.6199 gals.).
 JX1785
 JX1785.The modeled gravity was interpolated from observed gravity values.
 JX1785
 JX1785;                    North         East    Units  Estimated Accuracy
 JX1785;SPC WV N     -    94,810.      553,220.      MT  (+/- 180 meters Scaled)
 JX1785
 JX1785                          SUPERSEDED SURVEY CONTROL
 JX1785
 JX1785.No superseded survey control is available for this station.
 JX1785
 JX1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND824563(NAD 83)
 JX1785_MARKER: DB = BENCH MARK DISK
 JX1785_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1785_SP_SET: ABUTMENT
 JX1785_STAMPING: P 320 1983
 JX1785_MARK LOGO: NGS   
 JX1785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1785+STABILITY: POSITION/ELEVATION WELL
 JX1785
 JX1785  HISTORY     - Date     Condition        Report By
 JX1785  HISTORY     - 1983     MONUMENTED       NGS
 JX1785
 JX1785                          STATION DESCRIPTION
 JX1785
 JX1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1785'IN GRAFTON.
 JX1785'IN GRAFTON, IN THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER THE TYGART
 JX1785'RIVER ON U.S. HIGHWAY 50, BRIDGE ON BEDROCK, 3.6 METERS (12.0 FT)
 JX1785'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 JX1785'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1091 ***********************************************************************
 JW1091  CBN         -  This is a Cooperative Base Network Control Station.
 JW1091  DESIGNATION -  P 322
 JW1091  PID         -  JW1091
 JW1091  STATE/COUNTY-  WV/BARBOUR
 JW1091  USGS QUAD   -  BELINGTON (1976)
 JW1091
 JW1091                         *CURRENT SURVEY CONTROL
 JW1091  ___________________________________________________________________
 JW1091* NAD 83(1995)-  39 06 38.38031(N)    079 59 42.18154(W)     ADJUSTED  
 JW1091* NAVD 88     -       556.874  (meters)    1827.01   (feet)  ADJUSTED  
 JW1091  ___________________________________________________________________
 JW1091  X           -     861,021.007 (meters)                     COMP
 JW1091  Y           -  -4,880,627.279 (meters)                     COMP
 JW1091  Z           -   4,002,188.294 (meters)                     COMP
 JW1091  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 JW1091  ELLIP HEIGHT-         525.24  (meters)          (04/23/01) GPS OBS
 JW1091  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JW1091  DYNAMIC HT  -         556.499 (meters)    1825.78  (feet)  COMP
 JW1091  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 JW1091
 JW1091  HORZ ORDER  -  A
 JW1091  VERT ORDER  -  FIRST     CLASS II
 JW1091  ELLP ORDER  -  FOURTH    CLASS I
 JW1091
 JW1091.The horizontal coordinates were established by GPS observations
 JW1091.and adjusted by the National Geodetic Survey in April 2001..
 JW1091
 JW1091.The orthometric height was determined by differential leveling
 JW1091.and adjusted by the National Geodetic Survey in June 1991..
 JW1091
 JW1091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1091
 JW1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1091
 JW1091.The ellipsoidal height was determined by GPS observations
 JW1091.and is referenced to NAD 83.
 JW1091
 JW1091.The geoid height was determined by GEOID03.
 JW1091
 JW1091.The dynamic height is computed by dividing the NAVD 88
 JW1091.geopotential number by the normal gravity value computed on the
 JW1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1091.degrees latitude (g = 980.6199 gals.).
 JW1091
 JW1091.The modeled gravity was interpolated from observed gravity values.
 JW1091
 JW1091;                    North         East     Units Scale Factor Converg.
 JW1091;SPC WV N     -    67,911.749   557,183.476   MT  0.99998092   -0 18 56.6
 JW1091;UTM  17      - 4,329,537.587   586,885.553   MT  0.99969295   +0 38 02.3
 JW1091
 JW1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1091!SPC WV N     -   0.99991760  x   0.99998092  =   0.99989852
 JW1091!UTM  17      -   0.99991760  x   0.99969295  =   0.99961057
 JW1091
 JW1091                          SUPERSEDED SURVEY CONTROL
 JW1091
 JW1091  NAD 83(1995)-  39 06 38.38544(N)    079 59 42.18725(W) AD(       ) 3
 JW1091  ELLIP H (04/01/98)  525.14   (m)                       GP(       ) 4 1
 JW1091  ELLIP H (01/27/92)  525.12   (m)                       GP(       ) 4 1
 JW1091  NAD 83(1986)-  39 06 38.39225(N)    079 59 42.20217(W) AD(       ) 3
 JW1091  NAD 27      -  39 06 38.03821(N)    079 59 42.93958(W) AD(       ) 3
 JW1091  NAVD 88 (04/23/01)  556.87   (m)         1827.0    (f) LEVELING    3  
 JW1091  NGVD 29 (03/22/89)  557.08   (m)         1827.7    (f) LEVELING    3  
 JW1091
 JW1091.Superseded values are not recommended for survey control.
 JW1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1091.See file dsdata.txt to determine how the superseded data were derived.
 JW1091
 JW1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8688629538(NAD 83)
 JW1091_MARKER: DB = BENCH MARK DISK
 JW1091_SETTING: 66 = SET IN ROCK OUTCROP
 JW1091_SP_SET: ROCK OUTCROP
 JW1091_STAMPING: P 322 1983
 JW1091_MARK LOGO: NGS   
 JW1091_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1091+STABILITY: POSITION/ELEVATION WELL
 JW1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1091+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1999
 JW1091
 JW1091  HISTORY     - Date     Condition        Report By
 JW1091  HISTORY     - 1983     MONUMENTED       NGS
 JW1091  HISTORY     - 1987     GOOD             NGS
 JW1091  HISTORY     - 19990706 GOOD             WVALS
 JW1091
 JW1091                          STATION DESCRIPTION
 JW1091
 JW1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1091'6.7 KM (4.15 MI) SOUTH FROM PHILIPPI.
 JW1091'6.7 KM (4.15 MI) SOUTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JW1091'PHILIPPI TO THE MARK ON THE LEFT, SET IN TOP OF AND ABOUT CENTERED OF
 JW1091'A ROCK OUTCROP, ON PROPERTY OF THE HIGH SCHOOL, 8.84 METERS (29.0 FT)
 JW1091'EAST OF THE CENTERLINE OF THE HIGHWAY, 86.56 METERS (284.0 FT)
 JW1091'NORTHWEST OF THE NORTHWEST CORNER OF THE NEW ADDITION JUST NORTH OF
 JW1091'THE MAIN SCHOOL BUILDING.
 JW1091'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 JW1091'THE MARK IS 0.3 M ABOVE HIGHWAY.
 JW1091
 JW1091                          STATION RECOVERY (1987)
 JW1091
 JW1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 JW1091'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTH OF PHILLIPI, ALONG
 JW1091'THE RIGHT-OF-WAY OF U.S. HIGHWAY 250, AT THE WEST EDGE OF A VERY
 JW1091'LARGE LAWN AREA, JUST NORTHWEST OF THE BARBOUR COUNTY VOCATIONAL
 JW1091'CENTER.
 JW1091'OWNERSHIP--STATE DEPARTMENT OF HIGHWAYS.
 JW1091'
 JW1091'TO REACH THE STATION FROM THE COURTHOUSE IN PHILLIPI, GO
 JW1091'SOUTH FOR 4.89 KM (3.05 MI) ON U.S. HIGHWAY 250 TO STATE HIGHWAY 38
 JW1091'ON THE LEFT.
 JW1091'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.66 KM (1.0 MI) ON
 JW1091'HIGHWAY 250 TO A ROAD LEFT, AT STATE POLICE DISTRICT HEADQUARTERS
 JW1091'ON THE LEFT.
 JW1091'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.24 KM (0.15 MI) ON
 JW1091'HIGHWAY 250 TO THE STATION ON THE LEFT.
 JW1091'
 JW1091'THE STATION IS A STANDARD NGS DISK
 JW1091'STAMPED---P 322 1983---,
 JW1091'SET INTO A DRILL HOLE FLUSH IN A 1 BY 3 METER LONG FLUSH OUTCROP.
 JW1091'LOCATED
 JW1091'188 METERS (616.8 FT) NORTH FROM THE ENTRANCE TO THE VOCATIONAL
 JW1091'CENTER,
 JW1091'8.7 METERS (28.5 FT) EAST FROM THE HIGHWAY CENTER, 0.3 METER HIGHER
 JW1091'THAN THE HIGHWAY,
 JW1091'0.7 METERS (2.3 FT) SOUTHEAST FROM A SHORT FIBERGLASS WITNESS POST,
 JW1091'AND JUST SOUTH OF THE CREST OF THE HIGHWAY.
 JW1091'
 JW1091'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 JW1091
 JW1091                          STATION RECOVERY (1999)
 JW1091
 JW1091'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 1999 (TH)
 JW1091'RECOVERED AS DESCRIBED.
 JW1091'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1718 ***********************************************************************
 JX1718  DESIGNATION -  P 323
 JX1718  PID         -  JX1718
 JX1718  STATE/COUNTY-  WV/WOOD
 JX1718  USGS QUAD   -  PARKERSBURG (1994)
 JX1718
 JX1718                         *CURRENT SURVEY CONTROL
 JX1718  ___________________________________________________________________
 JX1718* NAD 83(1986)-  39 18 24.     (N)    081 30 11.     (W)     SCALED    
 JX1718* NAVD 88     -       271.814  (meters)     891.78   (feet)  ADJUSTED  
 JX1718  ___________________________________________________________________
 JX1718  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JX1718  DYNAMIC HT  -         271.646 (meters)     891.23  (feet)  COMP
 JX1718  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 JX1718
 JX1718  VERT ORDER  -  FIRST     CLASS II
 JX1718
 JX1718.The horizontal coordinates were scaled from a topographic map and have
 JX1718.an estimated accuracy of +/- 6 seconds.
 JX1718
 JX1718.The orthometric height was determined by differential leveling
 JX1718.and adjusted by the National Geodetic Survey in June 1991..
 JX1718
 JX1718.The geoid height was determined by GEOID03.
 JX1718
 JX1718.The dynamic height is computed by dividing the NAVD 88
 JX1718.geopotential number by the normal gravity value computed on the
 JX1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1718.degrees latitude (g = 980.6199 gals.).
 JX1718
 JX1718.The modeled gravity was interpolated from observed gravity values.
 JX1718
 JX1718;                    North         East    Units  Estimated Accuracy
 JX1718;SPC WV N     -    91,480.      427,260.      MT  (+/- 180 meters Scaled)
 JX1718
 JX1718                          SUPERSEDED SURVEY CONTROL
 JX1718
 JX1718.No superseded survey control is available for this station.
 JX1718
 JX1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD566509(NAD 83)
 JX1718_MARKER: I = METAL ROD
 JX1718_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JX1718+WITH SETTING: INFORMATION.
 JX1718_SP_SET: SHALLOW SET METAL ROD
 JX1718_STAMPING: P 323 1983
 JX1718_MARK LOGO: NGS   
 JX1718_PROJECTION: FLUSH
 JX1718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1718_ROD/PIPE-DEPTH: 1.5  meters
 JX1718
 JX1718  HISTORY     - Date     Condition        Report By
 JX1718  HISTORY     - 1983     MONUMENTED       NGS
 JX1718
 JX1718                          STATION DESCRIPTION
 JX1718
 JX1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1718'4.8 KM (2.95 MI) NE FROM PARKERSBURG.
 JX1718'4.8 KM (2.95 MI) NORTHEAST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF
 JX1718'STATE HIGHWAY 14 (EMERSON AVENUE) IN PARKERSBURG TO THE MARK ON THE
 JX1718'LEFT, AT THE JUNCTION OF NORTH HILLS DRIVE, 14.08 METERS (46.2 FT)
 JX1718'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.50 METERS (41.0 FT)
 JX1718'NORTHEAST OF THE CENTER OF THE DRIVE, 0.94 METER (3.1 FT) SOUTH OF A
 JX1718'BRICK SIGN (NORTH HILLS).  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE
 JX1718'THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 JX1718'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2794 ***********************************************************************
 HX2794  DESIGNATION -  P 324
 HX2794  PID         -  HX2794
 HX2794  STATE/COUNTY-  WV/POCAHONTAS
 HX2794  USGS QUAD   -  EDRAY (1995)
 HX2794
 HX2794                         *CURRENT SURVEY CONTROL
 HX2794  ___________________________________________________________________
 HX2794* NAD 83(1986)-  38 20 43.     (N)    080 05 31.     (W)     SCALED    
 HX2794* NAVD 88     -       907.317  (meters)    2976.76   (feet)  ADJUSTED  
 HX2794  ___________________________________________________________________
 HX2794  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HX2794  DYNAMIC HT  -         906.564 (meters)    2974.29  (feet)  COMP
 HX2794  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 HX2794
 HX2794  VERT ORDER  -  FIRST     CLASS II
 HX2794
 HX2794.The horizontal coordinates were scaled from a topographic map and have
 HX2794.an estimated accuracy of +/- 6 seconds.
 HX2794
 HX2794.The orthometric height was determined by differential leveling
 HX2794.and adjusted by the National Geodetic Survey in June 1991..
 HX2794
 HX2794.The geoid height was determined by GEOID03.
 HX2794
 HX2794.The dynamic height is computed by dividing the NAVD 88
 HX2794.geopotential number by the normal gravity value computed on the
 HX2794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2794.degrees latitude (g = 980.6199 gals.).
 HX2794
 HX2794.The modeled gravity was interpolated from observed gravity values.
 HX2794
 HX2794;                    North         East    Units  Estimated Accuracy
 HX2794;SPC WV S     -   149,700.      679,370.      MT  (+/- 180 meters Scaled)
 HX2794
 HX2794                          SUPERSEDED SURVEY CONTROL
 HX2794
 HX2794.No superseded survey control is available for this station.
 HX2794
 HX2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC793445(NAD 83)
 HX2794_MARKER: DB = BENCH MARK DISK
 HX2794_SETTING: 66 = SET IN ROCK OUTCROP
 HX2794_SP_SET: ROCK OUTCROP
 HX2794_STAMPING: P 324 1983
 HX2794_MARK LOGO: NGS   
 HX2794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2794+STABILITY: POSITION/ELEVATION WELL
 HX2794
 HX2794  HISTORY     - Date     Condition        Report By
 HX2794  HISTORY     - 1983     MONUMENTED       NGS
 HX2794
 HX2794                          STATION DESCRIPTION
 HX2794
 HX2794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2794'9.4 KM (5.85 MI) SOUTH FROM SLATY FORK.
 HX2794'9.4 KM (5.85 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL IN
 HX2794'SLATY FORK TO THE MARK ON THE LEFT, SET VERTICALLY IN THE FACE OF AND
 HX2794'ABOUT CENTERED OF A ROCK CUT, 8.38 METERS (27.5 FT) EAST OF THE
 HX2794'CENTERLINE OF THE HIGHWAY.
 HX2794'THE MARK IS 0.90 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3193 ***********************************************************************
 GX3193  DESIGNATION -  P 325
 GX3193  PID         -  GX3193
 GX3193  STATE/COUNTY-  WV/GREENBRIER
 GX3193  USGS QUAD   -  LEWISBURG (1979)
 GX3193
 GX3193                         *CURRENT SURVEY CONTROL
 GX3193  ___________________________________________________________________
 GX3193* NAD 83(1986)-  37 45 22.     (N)    080 27 44.     (W)     SCALED    
 GX3193* NAVD 88     -       556.916  (meters)    1827.15   (feet)  ADJUSTED  
 GX3193  ___________________________________________________________________
 GX3193  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX3193  DYNAMIC HT  -         556.458 (meters)    1825.65  (feet)  COMP
 GX3193  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 GX3193
 GX3193  VERT ORDER  -  FIRST     CLASS II
 GX3193
 GX3193.The horizontal coordinates were scaled from a topographic map and have
 GX3193.an estimated accuracy of +/- 6 seconds.
 GX3193
 GX3193.The orthometric height was determined by differential leveling
 GX3193.and adjusted by the National Geodetic Survey in June 1991..
 GX3193
 GX3193.The geoid height was determined by GEOID03.
 GX3193
 GX3193.The dynamic height is computed by dividing the NAVD 88
 GX3193.geopotential number by the normal gravity value computed on the
 GX3193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3193.degrees latitude (g = 980.6199 gals.).
 GX3193
 GX3193.The modeled gravity was interpolated from observed gravity values.
 GX3193
 GX3193;                    North         East    Units  Estimated Accuracy
 GX3193;SPC WV S     -    84,060.      647,390.      MT  (+/- 180 meters Scaled)
 GX3193
 GX3193                          SUPERSEDED SURVEY CONTROL
 GX3193
 GX3193.No superseded survey control is available for this station.
 GX3193
 GX3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB473788(NAD 83)
 GX3193_MARKER: DB = BENCH MARK DISK
 GX3193_SETTING: 66 = SET IN ROCK OUTCROP
 GX3193_SP_SET: ROCK OUTCROP
 GX3193_STAMPING: P 325 1984
 GX3193_MARK LOGO: NGS   
 GX3193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3193+STABILITY: POSITION/ELEVATION WELL
 GX3193
 GX3193  HISTORY     - Date     Condition        Report By
 GX3193  HISTORY     - 1984     MONUMENTED       NGS
 GX3193
 GX3193                          STATION DESCRIPTION
 GX3193
 GX3193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3193'1.0 KM (0.6 MI) NORTH FROM RONCEVERTE.
 GX3193'1.0 KM (0.6 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE CITY HALL IN
 GX3193'RONCEVERTE TO THE MARK ON THE LEFT, IN TOP OF A LOWER EXTENDED CUT OF
 GX3193'A LARGE ROCK CUT, 0.2 KM (0.1 MI) NORTH OF THE CITY LIMITS SIGN OF
 GX3193'RONCEVERTE, 6.71 METERS (22.0 FT) WEST OF THE CENTERLINE OF THE
 GX3193'HIGHWAY, 2.59 METERS (8.5 FT) SOUTHWEST OF THE WEST END OF A PIPE
 GX3193'CULVERT.
 GX3193'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1224 ***********************************************************************
 JW1224  DESIGNATION -  P 326
 JW1224  PID         -  JW1224
 JW1224  STATE/COUNTY-  WV/BERKELEY
 JW1224  USGS QUAD   -  BIG POOL (1998)
 JW1224
 JW1224                         *CURRENT SURVEY CONTROL
 JW1224  ___________________________________________________________________
 JW1224* NAD 83(1986)-  39 35 20.     (N)    078 03 40.     (W)     SCALED    
 JW1224* NAVD 88     -       159.112  (meters)     522.02   (feet)  ADJUSTED  
 JW1224  ___________________________________________________________________
 JW1224  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JW1224  DYNAMIC HT  -         159.017 (meters)     521.71  (feet)  COMP
 JW1224  MODELED GRAV-     980,031.3   (mgal)                       NAVD 88
 JW1224
 JW1224  VERT ORDER  -  FIRST     CLASS II
 JW1224
 JW1224.The horizontal coordinates were scaled from a topographic map and have
 JW1224.an estimated accuracy of +/- 6 seconds.
 JW1224
 JW1224.The orthometric height was determined by differential leveling
 JW1224.and adjusted by the National Geodetic Survey in June 1991..
 JW1224
 JW1224.The geoid height was determined by GEOID03.
 JW1224
 JW1224.The dynamic height is computed by dividing the NAVD 88
 JW1224.geopotential number by the normal gravity value computed on the
 JW1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1224.degrees latitude (g = 980.6199 gals.).
 JW1224
 JW1224.The modeled gravity was interpolated from observed gravity values.
 JW1224
 JW1224;                    North         East    Units  Estimated Accuracy
 JW1224;SPC WV N     -   121,880.      723,590.      MT  (+/- 180 meters Scaled)
 JW1224
 JW1224                          SUPERSEDED SURVEY CONTROL
 JW1224
 JW1224.No superseded survey control is available for this station.
 JW1224
 JW1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD523862(NAD 83)
 JW1224_MARKER: DB = BENCH MARK DISK
 JW1224_SETTING: 66 = SET IN ROCK OUTCROP
 JW1224_SP_SET: ROCK OUTCROP
 JW1224_STAMPING: P 326 1983
 JW1224_MARK LOGO: NGS   
 JW1224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1224+STABILITY: POSITION/ELEVATION WELL
 JW1224
 JW1224  HISTORY     - Date     Condition        Report By
 JW1224  HISTORY     - 1983     MONUMENTED       NGS
 JW1224
 JW1224                          STATION DESCRIPTION
 JW1224
 JW1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1224'9.1 KM (5.65 MI) WNW FROM HEDGESVILLE.
 JW1224'9.1 KM (5.65 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 9 FROM THE POST
 JW1224'OFFICE IN HEDGESVILLE TO THE MARK ON THE RIGHT, IN TOP OF A ROCK CUT,
 JW1224'7.01 METERS (23.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 JW1224'19.50 METERS (64.0 FT) NORTHWEST OF THE CENTER OF A PRIVATE GRAVEL
 JW1224'ROAD LEADING NORTHEAST, 14.02 METERS (46.0 FT) NORTH-NORTHEAST AND
 JW1224'ACROSS THE HIGHWAY FROM A TELEPHONE POLE.
 JW1224'THE MARK IS 2.13 METERS  NNW FROM A WITNESS POST.
 JW1224'THE MARK IS 1.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4111 ***********************************************************************
 JV4111  DESIGNATION -  P 327
 JV4111  PID         -  JV4111
 JV4111  STATE/COUNTY-  WV/BERKELEY
 JV4111  USGS QUAD   -  MARTINSBURG (1979)
 JV4111
 JV4111                         *CURRENT SURVEY CONTROL
 JV4111  ___________________________________________________________________
 JV4111* NAD 83(1986)-  39 25 27.     (N)    077 56 16.     (W)     SCALED    
 JV4111* NAVD 88     -       115.225  (meters)     378.03   (feet)  ADJUSTED  
 JV4111  ___________________________________________________________________
 JV4111  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JV4111  DYNAMIC HT  -         115.155 (meters)     377.80  (feet)  COMP
 JV4111  MODELED GRAV-     980,021.6   (mgal)                       NAVD 88
 JV4111
 JV4111  VERT ORDER  -  FIRST     CLASS II
 JV4111
 JV4111.The horizontal coordinates were scaled from a topographic map and have
 JV4111.an estimated accuracy of +/- 6 seconds.
 JV4111
 JV4111.The orthometric height was determined by differential leveling
 JV4111.and adjusted by the National Geodetic Survey in June 1991..
 JV4111
 JV4111.The geoid height was determined by GEOID03.
 JV4111
 JV4111.The dynamic height is computed by dividing the NAVD 88
 JV4111.geopotential number by the normal gravity value computed on the
 JV4111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4111.degrees latitude (g = 980.6199 gals.).
 JV4111
 JV4111.The modeled gravity was interpolated from observed gravity values.
 JV4111
 JV4111;                    North         East    Units  Estimated Accuracy
 JV4111;SPC WV N     -   103,770.      734,500.      MT  (+/- 180 meters Scaled)
 JV4111
 JV4111                          SUPERSEDED SURVEY CONTROL
 JV4111
 JV4111.No superseded survey control is available for this station.
 JV4111
 JV4111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ471679(NAD 83)
 JV4111_MARKER: DB = BENCH MARK DISK
 JV4111_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JV4111_SP_SET: ABUTMENT
 JV4111_STAMPING: P 327 1983
 JV4111_MARK LOGO: NGS   
 JV4111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV4111
 JV4111  HISTORY     - Date     Condition        Report By
 JV4111  HISTORY     - 1983     MONUMENTED       NGS
 JV4111
 JV4111                          STATION DESCRIPTION
 JV4111
 JV4111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4111'5.6 KM (3.5 MI) SSE FROM MARTINSBURG.
 JV4111'5.6 KM (3.5 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE
 JV4111'COURTHOUSE IN MARTINSBURG TO THE MARK ON THE RIGHT, IN TOP OF THE
 JV4111'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF THE HIGHWAY BRIDGE OVER
 JV4111'OPEQUON CREEK, 5.48 METERS (18.0 FT) SOUTHWEST OF THE CENTERLINE OF
 JV4111'THE HIGHWAY, 3.65 METERS (12.0 FT) NORTHWEST OF THE NORTHEAST END OF
 JV4111'THE BRIDGE.
 JV4111'THE MARK IS 2.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3238 ***********************************************************************
 GX3238  DESIGNATION -  P 328
 GX3238  PID         -  GX3238
 GX3238  STATE/COUNTY-  WV/MERCER
 GX3238  USGS QUAD   -  OAKVALE (1977)
 GX3238
 GX3238                         *CURRENT SURVEY CONTROL
 GX3238  ___________________________________________________________________
 GX3238* NAD 83(1986)-  37 21 46.     (N)    080 52 29.     (W)     SCALED    
 GX3238* NAVD 88     -       507.427  (meters)    1664.78   (feet)  ADJUSTED  
 GX3238  ___________________________________________________________________
 GX3238  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX3238  DYNAMIC HT  -         506.994 (meters)    1663.36  (feet)  COMP
 GX3238  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 GX3238
 GX3238  VERT ORDER  -  FIRST     CLASS II
 GX3238
 GX3238.The horizontal coordinates were scaled from a topographic map and have
 GX3238.an estimated accuracy of +/- 6 seconds.
 GX3238
 GX3238.The orthometric height was determined by differential leveling
 GX3238.and adjusted by the National Geodetic Survey in June 1991..
 GX3238
 GX3238.The geoid height was determined by GEOID03.
 GX3238
 GX3238.The dynamic height is computed by dividing the NAVD 88
 GX3238.geopotential number by the normal gravity value computed on the
 GX3238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3238.degrees latitude (g = 980.6199 gals.).
 GX3238
 GX3238.The modeled gravity was interpolated from observed gravity values.
 GX3238
 GX3238;                    North         East    Units  Estimated Accuracy
 GX3238;SPC WV S     -    40,270.      611,100.      MT  (+/- 180 meters Scaled)
 GX3238
 GX3238                          SUPERSEDED SURVEY CONTROL
 GX3238
 GX3238.No superseded survey control is available for this station.
 GX3238
 GX3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB110351(NAD 83)
 GX3238_MARKER: DB = BENCH MARK DISK
 GX3238_SETTING: 66 = SET IN ROCK OUTCROP
 GX3238_SP_SET: ROCK OUTCROP
 GX3238_STAMPING: P 328 1984
 GX3238_MARK LOGO: NGS   
 GX3238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3238+STABILITY: POSITION/ELEVATION WELL
 GX3238
 GX3238  HISTORY     - Date     Condition        Report By
 GX3238  HISTORY     - 1984     MONUMENTED       NGS
 GX3238
 GX3238                          STATION DESCRIPTION
 GX3238
 GX3238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3238'1.2 KM (0.75 MI) WEST FROM GLEN LYN.
 GX3238'1.2 KM (0.75 MI) WEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE IN
 GX3238'GLEN LYN TO THE MARK ON THE RIGHT, NEAR THE SOUTHWEST END OF A LONG
 GX3238'ROCK CUT AND IN A SMALLER ROCK CUT NEARER THE HIGHWAY, 16.00 METERS
 GX3238'(52.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 GX3238'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 GX3238'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0171 ***********************************************************************
 JX0171  DESIGNATION -  P 33
 JX0171  PID         -  JX0171
 JX0171  STATE/COUNTY-  WV/MARION
 JX0171  USGS QUAD   -  FAIRMONT EAST (1976)
 JX0171
 JX0171                         *CURRENT SURVEY CONTROL
 JX0171  ___________________________________________________________________
 JX0171* NAD 83(1986)-  39 24 29.     (N)    080 06 13.     (W)     SCALED    
 JX0171* NAVD 88     -       285.834  (meters)     937.77   (feet)  POSTED    
 JX0171  ___________________________________________________________________
 JX0171  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JX0171  DYNAMIC HT  -         285.650 (meters)     937.17  (feet)  COMP
 JX0171  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 JX0171
 JX0171  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0171
 JX0171.The horizontal coordinates were scaled from a topographic map and have
 JX0171.an estimated accuracy of +/- 6 seconds.
 JX0171
 JX0171.The orthometric height was determined by differential leveling
 JX0171.and adjusted by the National Geodetic Survey in 1992..
 JX0171.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0171.rate of 0.0 thru 1.0 mm/km.
 JX0171
 JX0171.The geoid height was determined by GEOID03.
 JX0171
 JX0171.The dynamic height is computed by dividing the NAVD 88
 JX0171.geopotential number by the normal gravity value computed on the
 JX0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0171.degrees latitude (g = 980.6199 gals.).
 JX0171
 JX0171.The modeled gravity was interpolated from observed gravity values.
 JX0171
 JX0171;                    North         East    Units  Estimated Accuracy
 JX0171;SPC WV N     -   100,980.      548,020.      MT  (+/- 180 meters Scaled)
 JX0171
 JX0171                          SUPERSEDED SURVEY CONTROL
 JX0171
 JX0171  NGVD 29 (??/??/92)  286.014  (m)          938.36   (f) ADJ UNCH    1 2
 JX0171
 JX0171.Superseded values are not recommended for survey control.
 JX0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0171.See file dsdata.txt to determine how the superseded data were derived.
 JX0171
 JX0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND771624(NAD 83)
 JX0171_MARKER: DB = BENCH MARK DISK
 JX0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0171_SP_SET: BRIDGE
 JX0171_STAMPING: P 33 1935
 JX0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0171
 JX0171  HISTORY     - Date     Condition        Report By
 JX0171  HISTORY     - 1935     MONUMENTED       CGS
 JX0171  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0171
 JX0171                          STATION DESCRIPTION
 JX0171
 JX0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0171'4.7 MI SE FROM COLFAX.
 JX0171'4.7 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0171'THE STATION AT COLFAX, MARION COUNTY, 1/4 MILE WEST OF HAMMOND,
 JX0171'315 FEET SOUTHEAST OF BLOCK SIGNAL W 289/37, AT STONE ARCH BRIDGE
 JX0171'107, IN THE NORTH CORNER OF THE NORTHWEST STONE ABUTMENT, 9 FEET
 JX0171'EAST OF THE CENTERLINE OF THE EAST TRACK, AND 1-1/2 FEET LOWER
 JX0171'THAN THE TRACK.  A STANDARD DISK, STAMPED P 33 1935.
 JX0171
 JX0171                          STATION RECOVERY (1983)
 JX0171
 JX0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0171'NOT RECOVERED, THE MARK IS INACCESSIBLE TO THE NEW LEVEL LINE AND WAS
 JX0171'NOT SEARCHED FOR IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2820 ***********************************************************************
 HX2820  DESIGNATION -  P 330
 HX2820  PID         -  HX2820
 HX2820  STATE/COUNTY-  WV/JACKSON
 HX2820  USGS QUAD   -  MOUNT ALTO (1994)
 HX2820
 HX2820                         *CURRENT SURVEY CONTROL
 HX2820  ___________________________________________________________________
 HX2820* NAD 83(1986)-  38 51 53.     (N)    081 53 01.     (W)     SCALED    
 HX2820* NAVD 88     -       222.862  (meters)     731.17   (feet)  ADJUSTED  
 HX2820  ___________________________________________________________________
 HX2820  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HX2820  DYNAMIC HT  -         222.718 (meters)     730.70  (feet)  COMP
 HX2820  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 HX2820
 HX2820  VERT ORDER  -  FIRST     CLASS II
 HX2820
 HX2820.The horizontal coordinates were scaled from a topographic map and have
 HX2820.an estimated accuracy of +/- 6 seconds.
 HX2820
 HX2820.The orthometric height was determined by differential leveling
 HX2820.and adjusted by the National Geodetic Survey in June 1991..
 HX2820
 HX2820.The geoid height was determined by GEOID03.
 HX2820
 HX2820.The dynamic height is computed by dividing the NAVD 88
 HX2820.geopotential number by the normal gravity value computed on the
 HX2820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2820.degrees latitude (g = 980.6199 gals.).
 HX2820
 HX2820.The modeled gravity was interpolated from observed gravity values.
 HX2820
 HX2820;                    North         East    Units  Estimated Accuracy
 HX2820;SPC WV S     -   207,340.      523,310.      MT  (+/- 180 meters Scaled)
 HX2820
 HX2820                          SUPERSEDED SURVEY CONTROL
 HX2820
 HX2820.No superseded survey control is available for this station.
 HX2820
 HX2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD233021(NAD 83)
 HX2820_MARKER: I = METAL ROD
 HX2820_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HX2820+WITH SETTING: INFORMATION.
 HX2820_SP_SET: SHALLOW SET METAL ROD
 HX2820_STAMPING: P 330 1984
 HX2820_MARK LOGO: NGS   
 HX2820_PROJECTION: FLUSH
 HX2820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2820_ROD/PIPE-DEPTH: 1.4  meters
 HX2820
 HX2820  HISTORY     - Date     Condition        Report By
 HX2820  HISTORY     - 1984     MONUMENTED       NGS
 HX2820
 HX2820                          STATION DESCRIPTION
 HX2820
 HX2820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2820'IN MOUNT ALTO.
 HX2820'IN MOUNT ALTO, AT THE JUNCTION OF U.S. HIGHWAY 33 AND STATE HIGHWAY 2,
 HX2820'AT THE SOUTHWEST ANGLE OF THE JUNCTION, 21.64 METERS (71.0 FT) SOUTH
 HX2820'OF THE CENTERLINE OF HIGHWAY 33, 11.27 METERS (37.0 FT) WEST OF THE
 HX2820'CENTERLINE OF HIGHWAY 2, 0.67 METER (2.2 FT) NORTH OF POWER POLE 2-95.
 HX2820'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 HX2820'THE MARK IS 0.91 M ABOVE HIGHWAY 33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2192 ***********************************************************************
 HY2192  DESIGNATION -  P 331
 HY2192  PID         -  HY2192
 HY2192  STATE/COUNTY-  WV/MASON
 HY2192  USGS QUAD   -  GALLIPOLIS (1983)
 HY2192
 HY2192                         *CURRENT SURVEY CONTROL
 HY2192  ___________________________________________________________________
 HY2192* NAD 83(1986)-  38 49 10.     (N)    082 09 43.     (W)     SCALED    
 HY2192* NAVD 88     -       171.850  (meters)     563.81   (feet)  ADJUSTED  
 HY2192  ___________________________________________________________________
 HY2192  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HY2192  DYNAMIC HT  -         171.740 (meters)     563.45  (feet)  COMP
 HY2192  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 HY2192
 HY2192  VERT ORDER  -  FIRST     CLASS II
 HY2192
 HY2192.The horizontal coordinates were scaled from a topographic map and have
 HY2192.an estimated accuracy of +/- 6 seconds.
 HY2192
 HY2192.The orthometric height was determined by differential leveling
 HY2192.and adjusted by the National Geodetic Survey in June 1991..
 HY2192
 HY2192.The geoid height was determined by GEOID03.
 HY2192
 HY2192.The dynamic height is computed by dividing the NAVD 88
 HY2192.geopotential number by the normal gravity value computed on the
 HY2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2192.degrees latitude (g = 980.6199 gals.).
 HY2192
 HY2192.The modeled gravity was interpolated from observed gravity values.
 HY2192
 HY2192;                    North         East    Units  Estimated Accuracy
 HY2192;SPC WV S     -   202,580.      499,090.      MT  (+/- 180 meters Scaled)
 HY2192
 HY2192                          SUPERSEDED SURVEY CONTROL
 HY2192
 HY2192.No superseded survey control is available for this station.
 HY2192
 HY2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC991973(NAD 83)
 HY2192_MARKER: DB = BENCH MARK DISK
 HY2192_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HY2192_SP_SET: ABUTMENT
 HY2192_STAMPING: P 331 1984
 HY2192_MARK LOGO: NGS   
 HY2192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2192
 HY2192  HISTORY     - Date     Condition        Report By
 HY2192  HISTORY     - 1984     MONUMENTED       NGS
 HY2192
 HY2192                          STATION DESCRIPTION
 HY2192
 HY2192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2192'2.7 KM (1.65 MI) SOUTH FROM POINT PLEASANT.
 HY2192'2.7 KM (1.65 MI) SOUTH ALONG STATE HIGHWAY 2 FROM THE SOUTH END OF THE
 HY2192'BRIDGE OVER THE KANAWHA RIVER IN POINT PLEASANT TO THE MARK ON THE
 HY2192'LEFT, IN TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF A
 HY2192'RAILROAD BRIDGE OVER SALT CREEK, 10.82 METERS (35.5 FT) SOUTHEAST OF
 HY2192'THE CENTERLINE OF THE HIGHWAY, 1.83 METERS (6.0 FT) NORTHWEST OF THE
 HY2192'NORTHWEST RAIL OF THE TRACKS, 0.46 METER (1.5 FT) SOUTHEAST OF THE
 HY2192'NORTHWEST END OF THE ABUTMENT.
 HY2192'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1769 ***********************************************************************
 JW1769  DESIGNATION -  P 334
 JW1769  PID         -  JW1769
 JW1769  STATE/COUNTY-  WV/PRESTON
 JW1769  USGS QUAD   -  BRUCETON MILLS (1976)
 JW1769
 JW1769                         *CURRENT SURVEY CONTROL
 JW1769  ___________________________________________________________________
 JW1769* NAD 83(1986)-  39 39 46.     (N)    079 40 28.     (W)     SCALED    
 JW1769* NAVD 88     -       529.473  (meters)    1737.11   (feet)  ADJUSTED  
 JW1769  ___________________________________________________________________
 JW1769  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JW1769  DYNAMIC HT  -         529.148 (meters)    1736.05  (feet)  COMP
 JW1769  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JW1769
 JW1769  VERT ORDER  -  FIRST     CLASS II
 JW1769
 JW1769.The horizontal coordinates were scaled from a topographic map and have
 JW1769.an estimated accuracy of +/- 6 seconds.
 JW1769
 JW1769.The orthometric height was determined by differential leveling
 JW1769.and adjusted by the National Geodetic Survey in April 1995..
 JW1769
 JW1769.The geoid height was determined by GEOID03.
 JW1769
 JW1769.The dynamic height is computed by dividing the NAVD 88
 JW1769.geopotential number by the normal gravity value computed on the
 JW1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1769.degrees latitude (g = 980.6199 gals.).
 JW1769
 JW1769.The modeled gravity was interpolated from observed gravity values.
 JW1769
 JW1769;                    North         East    Units  Estimated Accuracy
 JW1769;SPC WV N     -   129,100.      585,030.      MT  (+/- 180 meters Scaled)
 JW1769
 JW1769                          SUPERSEDED SURVEY CONTROL
 JW1769
 JW1769.No superseded survey control is available for this station.
 JW1769
 JW1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD137911(NAD 83)
 JW1769_MARKER: DV = VERTICAL CONTROL DISK
 JW1769_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1769_SP_SET: PIER
 JW1769_STAMPING: P 334 1993
 JW1769_MARK LOGO: NGS   
 JW1769_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1769+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1769
 JW1769  HISTORY     - Date     Condition        Report By
 JW1769  HISTORY     - 1993     MONUMENTED       NGS
 JW1769
 JW1769                          STATION DESCRIPTION
 JW1769
 JW1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1769'13.8 KM (8.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1769'JUNCTION OF STATE HIGHWAY 42 IN FRIENDSVILLE, MARYLAND (EXIT 4), SET
 JW1769'VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY OF 2 CONCRETE
 JW1769'COLUMNS OF THE FIRST PIER SOUTH OF THE NORTH ABUTMENT OF A ROAD
 JW1769'OVERPASS OF THE HIGHWAY, 13.3 M (43.6 FT) NORTH OF THE CENTERLINE OF
 JW1769'THE WESTBOUND LANES OF THE HIGHWAY, AND 0.9 M (3.0 FT) ABOVE THE
 JW1769'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0272 ***********************************************************************
 GY0272  DESIGNATION -  P 34
 GY0272  PID         -  GY0272
 GY0272  STATE/COUNTY-  WV/MINGO
 GY0272  USGS QUAD   -  DELBARTON (1976)
 GY0272
 GY0272                         *CURRENT SURVEY CONTROL
 GY0272  ___________________________________________________________________
 GY0272* NAD 83(1986)-  37 40 22.     (N)    082 08 53.     (W)     SCALED    
 GY0272* NAVD 88     -       270.848  (meters)     888.61   (feet)  ADJUSTED  
 GY0272  ___________________________________________________________________
 GY0272  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GY0272  DYNAMIC HT  -         270.646 (meters)     887.94  (feet)  COMP
 GY0272  MODELED GRAV-     979,879.6   (mgal)                       NAVD 88
 GY0272
 GY0272  VERT ORDER  -  SECOND    CLASS 0
 GY0272
 GY0272.The horizontal coordinates were scaled from a topographic map and have
 GY0272.an estimated accuracy of +/- 6 seconds.
 GY0272
 GY0272.The orthometric height was determined by differential leveling
 GY0272.and adjusted by the National Geodetic Survey in June 1991..
 GY0272
 GY0272.The geoid height was determined by GEOID03.
 GY0272
 GY0272.The dynamic height is computed by dividing the NAVD 88
 GY0272.geopotential number by the normal gravity value computed on the
 GY0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0272.degrees latitude (g = 980.6199 gals.).
 GY0272
 GY0272.The modeled gravity was interpolated from observed gravity values.
 GY0272
 GY0272;                    North         East    Units  Estimated Accuracy
 GY0272;SPC WV S     -    75,300.      498,720.      MT  (+/- 180 meters Scaled)
 GY0272
 GY0272                          SUPERSEDED SURVEY CONTROL
 GY0272
 GY0272  NGVD 29 (??/??/92)  271.073  (m)          889.35   (f) ADJ UNCH    2 0
 GY0272
 GY0272.Superseded values are not recommended for survey control.
 GY0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0272.See file dsdata.txt to determine how the superseded data were derived.
 GY0272
 GY0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB987701(NAD 83)
 GY0272_MARKER: DB = BENCH MARK DISK
 GY0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0272_STAMPING: P 34 1935
 GY0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0272+STABILITY: SURFACE MOTION
 GY0272
 GY0272  HISTORY     - Date     Condition        Report By
 GY0272  HISTORY     - 1935     MONUMENTED       CGS
 GY0272  HISTORY     - 1957     GOOD             NGS
 GY0272
 GY0272                          STATION DESCRIPTION
 GY0272
 GY0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0272'1 MI NE FROM TAYLORSVILLE.
 GY0272'ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAYS 52 AND 119 FROM
 GY0272'THE JUNCTION OF RED JACKET ROAD AT TAYLORSVILLE, 21 FEET NORTHWEST
 GY0272'OF CENTER LINE OF HIGHWAY, 15 FEET SOUTHWEST OF SOUTHWEST END
 GY0272'OF NORTHWEST HEAD WALL OF A CONCRETE CULVERT, 120 FEET
 GY0272'SOUTH-SOUTHWEST OF SOUTH CORNER OF KEATLEYS SELF-SERVICE STORE,
 GY0272'22 FEET NORTHEAST OF CENTER LINE OF A DRIVE WAY, 1/2 FOOT BELOW
 GY0272'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY0272'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0871 ***********************************************************************
 JX0871  DESIGNATION -  P 34
 JX0871  PID         -  JX0871
 JX0871  STATE/COUNTY-  WV/PLEASANTS
 JX0871  USGS QUAD   -  RAVEN ROCK (1994)
 JX0871
 JX0871                         *CURRENT SURVEY CONTROL
 JX0871  ___________________________________________________________________
 JX0871* NAD 83(1986)-  39 26 36.     (N)    081 07 37.     (W)     SCALED    
 JX0871* NAVD 88     -       189.823  (meters)     622.78   (feet)  ADJUSTED  
 JX0871  ___________________________________________________________________
 JX0871  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JX0871  DYNAMIC HT  -         189.709 (meters)     622.40  (feet)  COMP
 JX0871  MODELED GRAV-     980,025.2   (mgal)                       NAVD 88
 JX0871
 JX0871  VERT ORDER  -  FIRST     CLASS II
 JX0871
 JX0871.The horizontal coordinates were scaled from a topographic map and have
 JX0871.an estimated accuracy of +/- 6 seconds.
 JX0871
 JX0871.The orthometric height was determined by differential leveling
 JX0871.and adjusted by the National Geodetic Survey in June 1991..
 JX0871
 JX0871.The geoid height was determined by GEOID03.
 JX0871
 JX0871.The dynamic height is computed by dividing the NAVD 88
 JX0871.geopotential number by the normal gravity value computed on the
 JX0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0871.degrees latitude (g = 980.6199 gals.).
 JX0871
 JX0871.The modeled gravity was interpolated from observed gravity values.
 JX0871
 JX0871;                    North         East    Units  Estimated Accuracy
 JX0871;SPC WV N     -   105,990.      459,960.      MT  (+/- 180 meters Scaled)
 JX0871
 JX0871                          SUPERSEDED SURVEY CONTROL
 JX0871
 JX0871  NGVD 29 (??/??/92)  189.997  (m)          623.35   (f) ADJ UNCH    1 2
 JX0871
 JX0871.Superseded values are not recommended for survey control.
 JX0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0871.See file dsdata.txt to determine how the superseded data were derived.
 JX0871
 JX0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD890659(NAD 83)
 JX0871_MARKER: DB = BENCH MARK DISK
 JX0871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0871_SP_SET: CULVERT
 JX0871_STAMPING: P 34 1934
 JX0871_MARK LOGO: CGS   
 JX0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0871
 JX0871  HISTORY     - Date     Condition        Report By
 JX0871  HISTORY     - 1934     MONUMENTED       CGS
 JX0871  HISTORY     - 1957     GOOD             NGS
 JX0871  HISTORY     - 1983     GOOD             NGS
 JX0871
 JX0871                          STATION DESCRIPTION
 JX0871
 JX0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0871'2 MI SW FROM BENS RUN.
 JX0871'ABOUT 1.95 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0871'FROM THE JUNCTION OF STATE HIGHWAY 2 AND BENS RUN ROAD AT BENS
 JX0871'RUN, IN THE TOP OF THE NORTH CORNER OF NORTHEAST END OF NORTHWEST
 JX0871'HEAD WALL OF A CONCRETE BOX CULVERT OVER RIGGS RUN, 7 1/4 FEET
 JX0871'NORTHWEST OF NORTHWEST RAIL, 30 FEET EAST OF TELEPHONE POLE NO.
 JX0871'58+09, 1/2 FOOT SOUTHWEST OF NORTHEAST END OF HEAD WALL AND ABOUT
 JX0871'1 1/2 FEET BELOW LEVEL OF TRACK.
 JX0871
 JX0871                          STATION RECOVERY (1983)
 JX0871
 JX0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0871'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE WITH
 JX0871'THE FOLLOWING CORRECTIONS.  DELETE--30 FEET EAST OF TELEPHONE POLE
 JX0871'58+09.  ADD--9.75 METERS (32.0 FT) EAST OF A TELEGRAPH POLE.
 JX0871'THE MARK IS 0.18 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2266 ***********************************************************************
 GX2266  DESIGNATION -  P 35
 GX2266  PID         -  GX2266
 GX2266  STATE/COUNTY-  WV/LOGAN
 GX2266  USGS QUAD   -  LOGAN (1989)
 GX2266
 GX2266                         *CURRENT SURVEY CONTROL
 GX2266  ___________________________________________________________________
 GX2266* NAD 83(1986)-  37 50 55.     (N)    081 56 37.     (W)     SCALED    
 GX2266* NAVD 88     -       219.005  (meters)     718.52   (feet)  ADJUSTED  
 GX2266  ___________________________________________________________________
 GX2266  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GX2266  DYNAMIC HT  -         218.845 (meters)     717.99  (feet)  COMP
 GX2266  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 GX2266
 GX2266  VERT ORDER  -  SECOND    CLASS 0
 GX2266
 GX2266.The horizontal coordinates were scaled from a topographic map and have
 GX2266.an estimated accuracy of +/- 6 seconds.
 GX2266
 GX2266.The orthometric height was determined by differential leveling
 GX2266.and adjusted by the National Geodetic Survey in June 1991..
 GX2266
 GX2266.The geoid height was determined by GEOID03.
 GX2266
 GX2266.The dynamic height is computed by dividing the NAVD 88
 GX2266.geopotential number by the normal gravity value computed on the
 GX2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2266.degrees latitude (g = 980.6199 gals.).
 GX2266
 GX2266.The modeled gravity was interpolated from observed gravity values.
 GX2266
 GX2266;                    North         East    Units  Estimated Accuracy
 GX2266;SPC WV S     -    94,610.      516,960.      MT  (+/- 180 meters Scaled)
 GX2266
 GX2266                          SUPERSEDED SURVEY CONTROL
 GX2266
 GX2266  NGVD 29 (??/??/92)  219.216  (m)          719.21   (f) ADJ UNCH    2 0
 GX2266
 GX2266.Superseded values are not recommended for survey control.
 GX2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2266.See file dsdata.txt to determine how the superseded data were derived.
 GX2266
 GX2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB169894(NAD 83)
 GX2266_MARKER: DB = BENCH MARK DISK
 GX2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2266_STAMPING: P 35 1935
 GX2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2266+STABILITY: SURFACE MOTION
 GX2266
 GX2266  HISTORY     - Date     Condition        Report By
 GX2266  HISTORY     - 1935     MONUMENTED       CGS
 GX2266  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2266
 GX2266                          STATION DESCRIPTION
 GX2266
 GX2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2266'3.4 MI SE FROM LOGAN.
 GX2266'3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 GX2266'AT LOGAN, LOGAN COUNTY, AT FORT BRANCH, ABOUT 110 YARDS EAST
 GX2266'OF A COAL TIPPLE, 13 YARDS NORTHEAST OF THE EAST HEADWALL OF A
 GX2266'CONCRETE CULVERT, 28 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GX2266'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GX2266'STAMPED P 35 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GX2266
 GX2266                          STATION RECOVERY (1960)
 GX2266
 GX2266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2098 ***********************************************************************
 HX2098  DESIGNATION -  P 36
 HX2098  PID         -  HX2098
 HX2098  STATE/COUNTY-  WV/BOONE
 HX2098  USGS QUAD   -  MADISON (1976)
 HX2098
 HX2098                         *CURRENT SURVEY CONTROL
 HX2098  ___________________________________________________________________
 HX2098* NAD 83(1986)-  38 06 12.     (N)    081 50 45.     (W)     SCALED    
 HX2098* NAVD 88     -       207.705  (meters)     681.45   (feet)  ADJUSTED  
 HX2098  ___________________________________________________________________
 HX2098  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HX2098  DYNAMIC HT  -         207.555 (meters)     680.95  (feet)  COMP
 HX2098  MODELED GRAV-     979,906.6   (mgal)                       NAVD 88
 HX2098
 HX2098  VERT ORDER  -  SECOND    CLASS 0
 HX2098
 HX2098.The horizontal coordinates were scaled from a topographic map and have
 HX2098.an estimated accuracy of +/- 6 seconds.
 HX2098
 HX2098.The orthometric height was determined by differential leveling
 HX2098.and adjusted by the National Geodetic Survey in June 1991..
 HX2098
 HX2098.The geoid height was determined by GEOID03.
 HX2098
 HX2098.The dynamic height is computed by dividing the NAVD 88
 HX2098.geopotential number by the normal gravity value computed on the
 HX2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2098.degrees latitude (g = 980.6199 gals.).
 HX2098
 HX2098.The modeled gravity was interpolated from observed gravity values.
 HX2098
 HX2098;                    North         East    Units  Estimated Accuracy
 HX2098;SPC WV S     -   122,800.      525,820.      MT  (+/- 180 meters Scaled)
 HX2098
 HX2098                          SUPERSEDED SURVEY CONTROL
 HX2098
 HX2098  NGVD 29 (??/??/92)  207.93   (m)          682.2    (f) COMPUTED    2 0
 HX2098
 HX2098.Superseded values are not recommended for survey control.
 HX2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2098.See file dsdata.txt to determine how the superseded data were derived.
 HX2098
 HX2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC258176(NAD 83)
 HX2098_MARKER: DB = BENCH MARK DISK
 HX2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2098_STAMPING: P 36 1935
 HX2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2098+STABILITY: SURFACE MOTION
 HX2098
 HX2098  HISTORY     - Date     Condition        Report By
 HX2098  HISTORY     - 1935     MONUMENTED       CGS
 HX2098  HISTORY     - 1958     MARK NOT FOUND   NGS
 HX2098
 HX2098                          STATION DESCRIPTION
 HX2098
 HX2098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2098'AT ROCK CREEK.
 HX2098'AT ROCK CREEK, ON THE CHESAPEAKE AND OHIO RAILWAY, ABOUT 165
 HX2098'FEET SOUTH OF THE SOUTH ABUTMENT OF BRIDGE 328, 17 YARDS EAST
 HX2098'OF THE EAST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 HX2098'STANDARD DISK, STAMPED P 36 1935 AND SET IN THE TOP OF A CONCRETE
 HX2098'POST.  NOTE-- A COAL TIPPLE IS NOW IN THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2123 ***********************************************************************
 HX2123  DESIGNATION -  P 37
 HX2123  PID         -  HX2123
 HX2123  STATE/COUNTY-  WV/KANAWHA
 HX2123  USGS QUAD   -  ALUM CREEK (1971)
 HX2123
 HX2123                         *CURRENT SURVEY CONTROL
 HX2123  ___________________________________________________________________
 HX2123* NAD 83(1986)-  38 21 49.     (N)    081 50 55.     (W)     SCALED    
 HX2123* NAVD 88     -       186.448  (meters)     611.70   (feet)  ADJUSTED  
 HX2123  ___________________________________________________________________
 HX2123  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HX2123  DYNAMIC HT  -         186.319 (meters)     611.28  (feet)  COMP
 HX2123  MODELED GRAV-     979,932.2   (mgal)                       NAVD 88
 HX2123
 HX2123  VERT ORDER  -  SECOND    CLASS 0
 HX2123
 HX2123.The horizontal coordinates were scaled from a topographic map and have
 HX2123.an estimated accuracy of +/- 6 seconds.
 HX2123
 HX2123.The orthometric height was determined by differential leveling
 HX2123.and adjusted by the National Geodetic Survey in June 1991..
 HX2123
 HX2123.The geoid height was determined by GEOID03.
 HX2123
 HX2123.The dynamic height is computed by dividing the NAVD 88
 HX2123.geopotential number by the normal gravity value computed on the
 HX2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2123.degrees latitude (g = 980.6199 gals.).
 HX2123
 HX2123.The modeled gravity was interpolated from observed gravity values.
 HX2123
 HX2123;                    North         East    Units  Estimated Accuracy
 HX2123;SPC WV S     -   151,690.      525,840.      MT  (+/- 180 meters Scaled)
 HX2123
 HX2123                          SUPERSEDED SURVEY CONTROL
 HX2123
 HX2123  NGVD 29 (??/??/92)  186.649  (m)          612.36   (f) ADJ UNCH    2 0
 HX2123
 HX2123.Superseded values are not recommended for survey control.
 HX2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2123.See file dsdata.txt to determine how the superseded data were derived.
 HX2123
 HX2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC258465(NAD 83)
 HX2123_MARKER: DB = BENCH MARK DISK
 HX2123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2123_SP_SET: TUNNEL
 HX2123_STAMPING: P 37 1935
 HX2123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2123
 HX2123  HISTORY     - Date     Condition        Report By
 HX2123  HISTORY     - 1935     MONUMENTED       CGS
 HX2123  HISTORY     - 1973     GOOD             LOCENG
 HX2123
 HX2123                          STATION DESCRIPTION
 HX2123
 HX2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2123'2.8 MI N FROM UPPER FALLS.
 HX2123'2.8 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2123'STATION AT UPPER FALLS, KANAWHA COUNTY, ABOUT 100 YARDS NORTHEAST
 HX2123'OF A TUNNEL-WARNING TOWER, 78 YARDS NORTHEAST OF A BLOCK SIGNAL,
 HX2123'AT ARMSTRONG TUNNEL, 9 FEET WEST OF THE WEST RAIL, IN THE WEST
 HX2123'SIDE OF THE SOUTH FACE OF THE TUNNEL, AND ABOUT 4-1/2 FEET ABOVE
 HX2123'THE GROUND.  A STANDARD DISK, STAMPED P 37 1935 AND SET VERTICALLY.
 HX2123
 HX2123                          STATION RECOVERY (1973)
 HX2123
 HX2123'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0479 ***********************************************************************
 HY0479  DESIGNATION -  P 38
 HY0479  PID         -  HY0479
 HY0479  STATE/COUNTY-  WV/CABELL
 HY0479  USGS QUAD   -  MILTON (1989)
 HY0479
 HY0479                         *CURRENT SURVEY CONTROL
 HY0479  ___________________________________________________________________
 HY0479* NAD 83(1986)-  38 25 38.     (N)    082 13 25.     (W)     SCALED    
 HY0479* NAVD 88     -       176.915  (meters)     580.43   (feet)  ADJUSTED  
 HY0479  ___________________________________________________________________
 HY0479  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HY0479  DYNAMIC HT  -         176.796 (meters)     580.04  (feet)  COMP
 HY0479  MODELED GRAV-     979,949.4   (mgal)                       NAVD 88
 HY0479
 HY0479  VERT ORDER  -  SECOND    CLASS 0
 HY0479
 HY0479.The horizontal coordinates were scaled from a topographic map and have
 HY0479.an estimated accuracy of +/- 6 seconds.
 HY0479
 HY0479.The orthometric height was determined by differential leveling
 HY0479.and adjusted by the National Geodetic Survey in June 1991..
 HY0479
 HY0479.The geoid height was determined by GEOID03.
 HY0479
 HY0479.The dynamic height is computed by dividing the NAVD 88
 HY0479.geopotential number by the normal gravity value computed on the
 HY0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0479.degrees latitude (g = 980.6199 gals.).
 HY0479
 HY0479.The modeled gravity was interpolated from observed gravity values.
 HY0479
 HY0479;                    North         East    Units  Estimated Accuracy
 HY0479;SPC WV S     -   159,110.      493,160.      MT  (+/- 180 meters Scaled)
 HY0479
 HY0479                          SUPERSEDED SURVEY CONTROL
 HY0479
 HY0479  NGVD 29 (??/??/92)  177.097  (m)          581.03   (f) ADJ UNCH    2 0
 HY0479
 HY0479.Superseded values are not recommended for survey control.
 HY0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0479.See file dsdata.txt to determine how the superseded data were derived.
 HY0479
 HY0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC931539(NAD 83)
 HY0479_MARKER: DB = BENCH MARK DISK
 HY0479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0479_SP_SET: ABUTMENT
 HY0479_STAMPING: P 38 1935
 HY0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0479
 HY0479  HISTORY     - Date     Condition        Report By
 HY0479  HISTORY     - 1935     MONUMENTED       CGS
 HY0479
 HY0479                          STATION DESCRIPTION
 HY0479
 HY0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0479'AT ONA.
 HY0479'AT ONA, CABELL COUNTY, ON THE CHESAPEAKE AND OHIO RAILROAD, 0.4
 HY0479'MILE EAST OF MILEPOST 492, 100 YARDS WEST OF THE WEST END OF THE
 HY0479'STATION PLATFORM, 17 YARDS SOUTH OF A NORTHWEST FENCE CORNER,
 HY0479'2-3/4 FEET SOUTH OF THE SOUTH RAIL, AT BRIDGE 491.6, IN THE TOP
 HY0479'OF THE SOUTH END OF THE EAST ABUTMENT, AND ONE FOOT LOWER THAN
 HY0479'THE TRACK.  A STANDARD DISK, STAMPED P 38 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2158 ***********************************************************************
 HX2158  DESIGNATION -  P 39
 HX2158  PID         -  HX2158
 HX2158  STATE/COUNTY-  WV/BOONE
 HX2158  USGS QUAD   -  RACINE (1976)
 HX2158
 HX2158                         *CURRENT SURVEY CONTROL
 HX2158  ___________________________________________________________________
 HX2158* NAD 83(1986)-  38 08 24.     (N)    081 39 44.     (W)     SCALED    
 HX2158* NAVD 88     -       207.982  (meters)     682.35   (feet)  ADJUSTED  
 HX2158  ___________________________________________________________________
 HX2158  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HX2158  DYNAMIC HT  -         207.831 (meters)     681.86  (feet)  COMP
 HX2158  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 HX2158
 HX2158  VERT ORDER  -  SECOND    CLASS 0
 HX2158
 HX2158.The horizontal coordinates were scaled from a topographic map and have
 HX2158.an estimated accuracy of +/- 6 seconds.
 HX2158
 HX2158.The orthometric height was determined by differential leveling
 HX2158.and adjusted by the National Geodetic Survey in June 1991..
 HX2158
 HX2158.The geoid height was determined by GEOID03.
 HX2158
 HX2158.The dynamic height is computed by dividing the NAVD 88
 HX2158.geopotential number by the normal gravity value computed on the
 HX2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2158.degrees latitude (g = 980.6199 gals.).
 HX2158
 HX2158.The modeled gravity was interpolated from observed gravity values.
 HX2158
 HX2158;                    North         East    Units  Estimated Accuracy
 HX2158;SPC WV S     -   126,730.      541,950.      MT  (+/- 180 meters Scaled)
 HX2158
 HX2158                          SUPERSEDED SURVEY CONTROL
 HX2158
 HX2158  NGVD 29 (??/??/92)  208.192  (m)          683.04   (f) ADJ UNCH    2 0
 HX2158
 HX2158.Superseded values are not recommended for survey control.
 HX2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2158.See file dsdata.txt to determine how the superseded data were derived.
 HX2158
 HX2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC419215(NAD 83)
 HX2158_MARKER: DB = BENCH MARK DISK
 HX2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2158_STAMPING: P 39 1935
 HX2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2158+STABILITY: SURFACE MOTION
 HX2158
 HX2158  HISTORY     - Date     Condition        Report By
 HX2158  HISTORY     - 1935     MONUMENTED       CGS
 HX2158  HISTORY     - 1958     GOOD             NGS
 HX2158
 HX2158                          STATION DESCRIPTION
 HX2158
 HX2158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2158'AT RACINE.
 HX2158'AT RACINE, 186 YARDS SOUTHWEST OF THE CROSSING OF A ROAD LEADING
 HX2158'NORTH TO BRIDGE ACROSS COAL RIVER, 124 YARDS SOUTHWEST OF THE FLAG
 HX2158'STATION, 114 YARDS SOUTHWEST OF BENCH MARK Q 39, 58 1/2 FEET
 HX2158'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 14 FEET
 HX2158'NORTHWEST OF CENTER LINE OF ROAD PARALLEL TO TRACK, 2.9 FEET EAST
 HX2158'OF THE SOUTH CORNER OF A CONCRETE BLOCK CAR GARAGE, 86 1/2 FEET
 HX2158'SOUTHWEST OF POWER LINE POLE 429 A 34, 66 FEET SOUTHWEST OF THE
 HX2158'CENTER OF A GATE FOR WALK TO A HOUSE, ABOUT 7 FEET BELOW THE
 HX2158'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HX2158'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0570 ***********************************************************************
 HX0570  DESIGNATION -  P 4
 HX0570  PID         -  HX0570
 HX0570  STATE/COUNTY-  WV/GREENBRIER
 HX0570  USGS QUAD   -  DENMAR (1995)
 HX0570
 HX0570                         *CURRENT SURVEY CONTROL
 HX0570  ___________________________________________________________________
 HX0570* NAD 83(1986)-  38 01 59.     (N)    080 14 26.     (W)     SCALED    
 HX0570* NAVD 88     -       599.319  (meters)    1966.27   (feet)  ADJUSTED  
 HX0570  ___________________________________________________________________
 HX0570  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HX0570  DYNAMIC HT  -         598.803 (meters)    1964.57  (feet)  COMP
 HX0570  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 HX0570
 HX0570  VERT ORDER  -  FIRST     CLASS II
 HX0570
 HX0570.The horizontal coordinates were scaled from a topographic map and have
 HX0570.an estimated accuracy of +/- 6 seconds.
 HX0570
 HX0570.The orthometric height was determined by differential leveling
 HX0570.and adjusted by the National Geodetic Survey in June 1991..
 HX0570
 HX0570.The geoid height was determined by GEOID03.
 HX0570
 HX0570.The dynamic height is computed by dividing the NAVD 88
 HX0570.geopotential number by the normal gravity value computed on the
 HX0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0570.degrees latitude (g = 980.6199 gals.).
 HX0570
 HX0570.The modeled gravity was interpolated from observed gravity values.
 HX0570
 HX0570;                    North         East    Units  Estimated Accuracy
 HX0570;SPC WV S     -   114,930.      666,670.      MT  (+/- 180 meters Scaled)
 HX0570
 HX0570                          SUPERSEDED SURVEY CONTROL
 HX0570
 HX0570  NGVD 29 (??/??/92)  599.407  (m)         1966.55   (f) ADJ UNCH    1 2
 HX0570
 HX0570.Superseded values are not recommended for survey control.
 HX0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0570.See file dsdata.txt to determine how the superseded data were derived.
 HX0570
 HX0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC666097(NAD 83)
 HX0570_MARKER: DB = BENCH MARK DISK
 HX0570_SETTING: 80 = SET IN A BOULDER
 HX0570_SP_SET: BOULDER
 HX0570_STAMPING: P 4 1933
 HX0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0570+STABILITY: SURFACE MOTION
 HX0570
 HX0570  HISTORY     - Date     Condition        Report By
 HX0570  HISTORY     - 1933     MONUMENTED       CGS
 HX0570  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0570
 HX0570                          STATION DESCRIPTION
 HX0570
 HX0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX0570'5 MI S FROM BEARD.
 HX0570'IN GREENBRIER COUNTY, 5.0 MILES SOUTH ALONG THE CHESAPEAKE AND
 HX0570'OHIO RAILWAY FROM THE STATION AT BEARD, POCAHONTAS COUNTY, 0.3
 HX0570'MILE SOUTH OF MILEPOST 34, IN THE TOP OF THE NORTHEAST CORNER OF A
 HX0570'LARGE BOULDER, 4 YARDS WEST OF THE TRACK, AND ABOUT LEVEL WITH THE
 HX0570'RAIL.  A STANDARD DISK, STAMPED P 4 1933.
 HX0570
 HX0570                          STATION RECOVERY (1983)
 HX0570
 HX0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1054 ***********************************************************************
 GX1054  DESIGNATION -  P 40
 GX1054  PID         -  GX1054
 GX1054  STATE/COUNTY-  WV/RALEIGH
 GX1054  USGS QUAD   -  ARNETT (1989)
 GX1054
 GX1054                         *CURRENT SURVEY CONTROL
 GX1054  ___________________________________________________________________
 GX1054* NAD 83(1986)-  37 51 10.     (N)    081 27 18.     (W)     SCALED    
 GX1054* NAVD 88     -       398.514  (meters)    1307.46   (feet)  ADJUSTED  
 GX1054  ___________________________________________________________________
 GX1054  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX1054  DYNAMIC HT  -         398.207 (meters)    1306.45  (feet)  COMP
 GX1054  MODELED GRAV-     979,846.2   (mgal)                       NAVD 88
 GX1054
 GX1054  VERT ORDER  -  SECOND    CLASS 0
 GX1054
 GX1054.The horizontal coordinates were scaled from a topographic map and have
 GX1054.an estimated accuracy of +/- 6 seconds.
 GX1054
 GX1054.The orthometric height was determined by differential leveling
 GX1054.and adjusted by the National Geodetic Survey in June 1991..
 GX1054
 GX1054.The geoid height was determined by GEOID03.
 GX1054
 GX1054.The dynamic height is computed by dividing the NAVD 88
 GX1054.geopotential number by the normal gravity value computed on the
 GX1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1054.degrees latitude (g = 980.6199 gals.).
 GX1054
 GX1054.The modeled gravity was interpolated from observed gravity values.
 GX1054
 GX1054;                    North         East    Units  Estimated Accuracy
 GX1054;SPC WV S     -    94,750.      559,960.      MT  (+/- 180 meters Scaled)
 GX1054
 GX1054                          SUPERSEDED SURVEY CONTROL
 GX1054
 GX1054  NGVD 29 (??/??/92)  398.695  (m)         1308.05   (f) ADJ UNCH    2 0
 GX1054
 GX1054.Superseded values are not recommended for survey control.
 GX1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1054.See file dsdata.txt to determine how the superseded data were derived.
 GX1054
 GX1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB599895(NAD 83)
 GX1054_MARKER: DB = BENCH MARK DISK
 GX1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1054_STAMPING: P 40 1935
 GX1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1054+STABILITY: SURFACE MOTION
 GX1054
 GX1054  HISTORY     - Date     Condition        Report By
 GX1054  HISTORY     - 1935     MONUMENTED       CGS
 GX1054
 GX1054                          STATION DESCRIPTION
 GX1054
 GX1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1054'1 MI SE FROM DRY CREEK.
 GX1054'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM DRY CREEK, ABOUT
 GX1054'110 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE H.C. CANTLEY
 GX1054'RESIDENCE, 45 YARDS SOUTHEAST OF A HIGHWAY CURVE MARKER AND A
 GX1054'GATE, 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2-1/2
 GX1054'FEET NORTH OF A FENCE LINE.  A STANDARD DISK, STAMPED P 40 1935
 GX1054'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1110 ***********************************************************************
 GX1110  DESIGNATION -  P 41
 GX1110  PID         -  GX1110
 GX1110  STATE/COUNTY-  WV/RALEIGH
 GX1110  USGS QUAD   -  SHADY SPRING (1976)
 GX1110
 GX1110                         *CURRENT SURVEY CONTROL
 GX1110  ___________________________________________________________________
 GX1110* NAD 83(1986)-  37 43 14.     (N)    081 05 54.     (W)     SCALED    
 GX1110* NAVD 88     -       806.152  (meters)    2644.85   (feet)  ADJUSTED  
 GX1110  ___________________________________________________________________
 GX1110  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX1110  DYNAMIC HT  -         805.465 (meters)    2642.60  (feet)  COMP
 GX1110  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 GX1110
 GX1110  VERT ORDER  -  SECOND    CLASS 0
 GX1110
 GX1110.The horizontal coordinates were scaled from a topographic map and have
 GX1110.an estimated accuracy of +/- 6 seconds.
 GX1110
 GX1110.The orthometric height was determined by differential leveling
 GX1110.and adjusted by the National Geodetic Survey in June 1991..
 GX1110
 GX1110.The geoid height was determined by GEOID03.
 GX1110
 GX1110.The dynamic height is computed by dividing the NAVD 88
 GX1110.geopotential number by the normal gravity value computed on the
 GX1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1110.degrees latitude (g = 980.6199 gals.).
 GX1110
 GX1110.The modeled gravity was interpolated from observed gravity values.
 GX1110
 GX1110;                    North         East    Units  Estimated Accuracy
 GX1110;SPC WV S     -    79,980.      591,330.      MT  (+/- 180 meters Scaled)
 GX1110
 GX1110                          SUPERSEDED SURVEY CONTROL
 GX1110
 GX1110  NGVD 29 (??/??/92)  806.290  (m)         2645.30   (f) ADJ UNCH    2 0
 GX1110
 GX1110.Superseded values are not recommended for survey control.
 GX1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1110.See file dsdata.txt to determine how the superseded data were derived.
 GX1110
 GX1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB913748(NAD 83)
 GX1110_MARKER: DB = BENCH MARK DISK
 GX1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1110_STAMPING: P 41 1935
 GX1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1110+STABILITY: SURFACE MOTION
 GX1110
 GX1110  HISTORY     - Date     Condition        Report By
 GX1110  HISTORY     - 1935     MONUMENTED       CGS
 GX1110  HISTORY     - 1960     POOR             NGS
 GX1110
 GX1110                          STATION DESCRIPTION
 GX1110
 GX1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1110'1.1 MI N FROM SHADY SPRINGS.
 GX1110'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 3 (ALSO U.S. HIGHWAYS
 GX1110'19 AND 21) FROM THE JUNCTION OF STATE HIGHWAY 3 LEADING EAST
 GX1110'AND U.S. HIGHWAYS 19 AND 21 LEADING SOUTH AT SHADY SPRING,
 GX1110'29 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 91 FEET
 GX1110'NORTHEAST OF THE NORTHEAST CORNER OF CONCRETE FOUNDATION OF
 GX1110'A LARGE TIN BARN OR WAREHOUSE, 29 FEET SOUTHWEST OF THE SOUTH
 GX1110'END OF CONCRETE HEAD WALL OF A PIPE CULVERT UNDER THE HIGHWAY,
 GX1110'63 FEET NORTH OF POWER LINE POLE 120-143, 18 FEET SOUTHEAST
 GX1110'OF THE EAST CORNER OF A TIN SHED, ABOUT LEVEL WITH THE HIGHWAY,
 GX1110'AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE--
 GX1110'THIS MARK SHOULD BE USED WITH CAUTION AS THE POST IS BROKEN
 GX1110'OFF BELOW THE SURFACE OF THE GROUND.  IT WAS NOT RESET BECAUSE
 GX1110'IT IS BEING USED AT THE PRESENT TIME BY A SURVEY PARTY.  A NEW
 GX1110'MARK HAS BEEN SET 0.2 MIE NORTHWEST OF THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1127 ***********************************************************************
 GX1127  DESIGNATION -  P 42
 GX1127  PID         -  GX1127
 GX1127  STATE/COUNTY-  WV/WYOMING
 GX1127  USGS QUAD   -  MULLENS (1976)
 GX1127
 GX1127                         *CURRENT SURVEY CONTROL
 GX1127  ___________________________________________________________________
 GX1127* NAD 83(1986)-  37 34 31.     (N)    081 25 08.     (W)     SCALED    
 GX1127* NAVD 88     -       422.307  (meters)    1385.52   (feet)  ADJUSTED  
 GX1127  ___________________________________________________________________
 GX1127  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX1127  DYNAMIC HT  -         421.964 (meters)    1384.39  (feet)  COMP
 GX1127  MODELED GRAV-     979,805.4   (mgal)                       NAVD 88
 GX1127
 GX1127  VERT ORDER  -  SECOND    CLASS 0
 GX1127
 GX1127.The horizontal coordinates were scaled from a topographic map and have
 GX1127.an estimated accuracy of +/- 6 seconds.
 GX1127
 GX1127.The orthometric height was determined by differential leveling
 GX1127.and adjusted by the National Geodetic Survey in June 1991..
 GX1127
 GX1127.The geoid height was determined by GEOID03.
 GX1127
 GX1127.The dynamic height is computed by dividing the NAVD 88
 GX1127.geopotential number by the normal gravity value computed on the
 GX1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1127.degrees latitude (g = 980.6199 gals.).
 GX1127
 GX1127.The modeled gravity was interpolated from observed gravity values.
 GX1127
 GX1127;                    North         East    Units  Estimated Accuracy
 GX1127;SPC WV S     -    63,930.      563,000.      MT  (+/- 180 meters Scaled)
 GX1127
 GX1127                          SUPERSEDED SURVEY CONTROL
 GX1127
 GX1127  NGVD 29 (??/??/92)  422.467  (m)         1386.04   (f) ADJ UNCH    2 0
 GX1127
 GX1127.Superseded values are not recommended for survey control.
 GX1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1127.See file dsdata.txt to determine how the superseded data were derived.
 GX1127
 GX1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB630587(NAD 83)
 GX1127_MARKER: DB = BENCH MARK DISK
 GX1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1127_STAMPING: P 42 1935
 GX1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1127+STABILITY: SURFACE MOTION
 GX1127
 GX1127  HISTORY     - Date     Condition        Report By
 GX1127  HISTORY     - 1935     MONUMENTED       CGS
 GX1127
 GX1127                          STATION DESCRIPTION
 GX1127
 GX1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1127'AT ITMANN.
 GX1127'AT ITMANN, AT THE SOUTH END OF THE TOWN, OPPOSITE AN IRON
 GX1127'DIRT-ROAD OVERPASS, 9 YARDS EAST OF THE EAST RAIL, AND ABOUT 2
 GX1127'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED P 42 1935
 GX1127'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1165 ***********************************************************************
 GX1165  DESIGNATION -  P 43
 GX1165  PID         -  GX1165
 GX1165  STATE/COUNTY-  WV/RALEIGH
 GX1165  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1165
 GX1165                         *CURRENT SURVEY CONTROL
 GX1165  ___________________________________________________________________
 GX1165* NAD 83(1986)-  37 42 35.     (N)    081 13 50.     (W)     SCALED    
 GX1165* NAVD 88     -       699.694  (meters)    2295.58   (feet)  ADJUSTED  
 GX1165  ___________________________________________________________________
 GX1165  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1165  DYNAMIC HT  -         699.109 (meters)    2293.66  (feet)  COMP
 GX1165  MODELED GRAV-     979,771.1   (mgal)                       NAVD 88
 GX1165
 GX1165  VERT ORDER  -  SECOND    CLASS 0
 GX1165
 GX1165.The horizontal coordinates were scaled from a topographic map and have
 GX1165.an estimated accuracy of +/- 6 seconds.
 GX1165
 GX1165.The orthometric height was determined by differential leveling
 GX1165.and adjusted by the National Geodetic Survey in June 1991..
 GX1165
 GX1165.The geoid height was determined by GEOID03.
 GX1165
 GX1165.The dynamic height is computed by dividing the NAVD 88
 GX1165.geopotential number by the normal gravity value computed on the
 GX1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1165.degrees latitude (g = 980.6199 gals.).
 GX1165
 GX1165.The modeled gravity was interpolated from observed gravity values.
 GX1165
 GX1165;                    North         East    Units  Estimated Accuracy
 GX1165;SPC WV S     -    78,800.      579,670.      MT  (+/- 180 meters Scaled)
 GX1165
 GX1165                          SUPERSEDED SURVEY CONTROL
 GX1165
 GX1165  NGVD 29 (??/??/92)  699.834  (m)         2296.04   (f) ADJ UNCH    2 0
 GX1165
 GX1165.Superseded values are not recommended for survey control.
 GX1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1165.See file dsdata.txt to determine how the superseded data were derived.
 GX1165
 GX1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB796736(NAD 83)
 GX1165_MARKER: DB = BENCH MARK DISK
 GX1165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1165_SP_SET: CULVERT
 GX1165_STAMPING: P 43 1935
 GX1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1165
 GX1165  HISTORY     - Date     Condition        Report By
 GX1165  HISTORY     - 1935     MONUMENTED       CGS
 GX1165  HISTORY     - 1960     POOR             NGS
 GX1165
 GX1165                          STATION DESCRIPTION
 GX1165
 GX1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1165'AT AFFINITY.
 GX1165'AT AFFINITY, ALONG THE VIRGINIAN RAILWAY, ABOUT 1.15 MILES
 GX1165'SOUTHWEST OF THE STATION AT PEMBERTON, 124 YARDS SOUTHWEST OF
 GX1165'SOUTH CORNER OF THE POST OFFICE, IN THE TOP OF THE SOUTHWEST END
 GX1165'OF NORTHWEST CONCRETE HEAD WALL OF A 15-FOOT STONE ARCH CULVERT
 GX1165'UNDER TWO TRACKS LEADING NORTHEAST TO AN OLD COAL TIPPLE, 1 FOOT
 GX1165'NORTHEAST OF SOUTHWEST END OF HEAD WALL AND 1 FOOT BELOW LEVEL
 GX1165'OF TRACK.  THE MARK IS LOCATED BETWEEN THE MAIN TRACK OF VA. RY.,
 GX1165'AND THE CHESAPEAKE AND OHIO RAILWAY.  NOTE-- LEVELING IN 1960
 GX1165'INDICATES THAT MARK HAS BEEN RESET OR IS UNSTABLE.  USE WITH
 GX1165'CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2189 ***********************************************************************
 GX2189  DESIGNATION -  P 44
 GX2189  PID         -  GX2189
 GX2189  STATE/COUNTY-  WV/WYOMING
 GX2189  USGS QUAD   -  MATHENY (1976)
 GX2189
 GX2189                         *CURRENT SURVEY CONTROL
 GX2189  ___________________________________________________________________
 GX2189* NAD 83(1986)-  37 39 06.     (N)    081 33 44.     (W)     SCALED    
 GX2189* NAVD 88     -       476.227  (meters)    1562.42   (feet)  ADJUSTED  
 GX2189  ___________________________________________________________________
 GX2189  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX2189  DYNAMIC HT  -         475.847 (meters)    1561.17  (feet)  COMP
 GX2189  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 GX2189
 GX2189  VERT ORDER  -  SECOND    CLASS 0
 GX2189
 GX2189.The horizontal coordinates were scaled from a topographic map and have
 GX2189.an estimated accuracy of +/- 6 seconds.
 GX2189
 GX2189.The orthometric height was determined by differential leveling
 GX2189.and adjusted by the National Geodetic Survey in June 1991..
 GX2189
 GX2189.The geoid height was determined by GEOID03.
 GX2189
 GX2189.The dynamic height is computed by dividing the NAVD 88
 GX2189.geopotential number by the normal gravity value computed on the
 GX2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2189.degrees latitude (g = 980.6199 gals.).
 GX2189
 GX2189.The modeled gravity was interpolated from observed gravity values.
 GX2189
 GX2189;                    North         East    Units  Estimated Accuracy
 GX2189;SPC WV S     -    72,480.      550,390.      MT  (+/- 180 meters Scaled)
 GX2189
 GX2189                          SUPERSEDED SURVEY CONTROL
 GX2189
 GX2189  NGVD 29 (??/??/92)  476.391  (m)         1562.96   (f) ADJ UNCH    2 0
 GX2189
 GX2189.Superseded values are not recommended for survey control.
 GX2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2189.See file dsdata.txt to determine how the superseded data were derived.
 GX2189
 GX2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB504673(NAD 83)
 GX2189_MARKER: DB = BENCH MARK DISK
 GX2189_SETTING: 66 = SET IN ROCK OUTCROP
 GX2189_SP_SET: ROCK LEDGE
 GX2189_STAMPING: P 44 1935
 GX2189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2189+STABILITY: POSITION/ELEVATION WELL
 GX2189
 GX2189  HISTORY     - Date     Condition        Report By
 GX2189  HISTORY     - 1935     MONUMENTED       CGS
 GX2189  HISTORY     - 1963     GOOD             AEROS
 GX2189
 GX2189                          STATION DESCRIPTION
 GX2189
 GX2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2189'1.4 MI SE FROM JESSE.
 GX2189'1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 GX2189'AT JESSE.  WYOMING COUNTY, 0.8 MILE NORTHWEST OF THE TOP OF A
 GX2189'MOUNTAIN 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN
 GX2189'THE FACE OF A ROCK LEDGE, AND ABOUT 4 FEET ABOVE THE HIGHWAY.  A
 GX2189'STANDARD DISK, STAMPED P 44 1935 AND SET VERTICALLY.
 GX2189
 GX2189                          STATION RECOVERY (1963)
 GX2189
 GX2189'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0050 ***********************************************************************
 GY0050  DESIGNATION -  P 46
 GY0050  PID         -  GY0050
 GY0050  STATE/COUNTY-  WV/MINGO
 GY0050  USGS QUAD   -  NAUGATUCK (1975)
 GY0050
 GY0050                         *CURRENT SURVEY CONTROL
 GY0050  ___________________________________________________________________
 GY0050* NAD 83(1986)-  37 47 31.     (N)    082 21 02.     (W)     SCALED    
 GY0050* NAVD 88     -       193.224  (meters)     633.94   (feet)  ADJUSTED  
 GY0050  ___________________________________________________________________
 GY0050  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GY0050  DYNAMIC HT  -         193.083 (meters)     633.47  (feet)  COMP
 GY0050  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 GY0050
 GY0050  VERT ORDER  -  SECOND    CLASS 0
 GY0050
 GY0050.The horizontal coordinates were scaled from a topographic map and have
 GY0050.an estimated accuracy of +/- 6 seconds.
 GY0050
 GY0050.The orthometric height was determined by differential leveling
 GY0050.and adjusted by the National Geodetic Survey in June 1991..
 GY0050
 GY0050.The geoid height was determined by GEOID03.
 GY0050
 GY0050.The dynamic height is computed by dividing the NAVD 88
 GY0050.geopotential number by the normal gravity value computed on the
 GY0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0050.degrees latitude (g = 980.6199 gals.).
 GY0050
 GY0050.The modeled gravity was interpolated from observed gravity values.
 GY0050
 GY0050;                    North         East    Units  Estimated Accuracy
 GY0050;SPC WV S     -    88,760.      481,050.      MT  (+/- 180 meters Scaled)
 GY0050
 GY0050                          SUPERSEDED SURVEY CONTROL
 GY0050
 GY0050  NGVD 29 (??/??/92)  193.444  (m)          634.66   (f) ADJ UNCH    2 0
 GY0050
 GY0050.Superseded values are not recommended for survey control.
 GY0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0050.See file dsdata.txt to determine how the superseded data were derived.
 GY0050
 GY0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB810835(NAD 83)
 GY0050_MARKER: DB = BENCH MARK DISK
 GY0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0050_STAMPING: P 46 1935
 GY0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0050+STABILITY: SURFACE MOTION
 GY0050
 GY0050  HISTORY     - Date     Condition        Report By
 GY0050  HISTORY     - 1935     MONUMENTED       CGS
 GY0050  HISTORY     - 1942     MARK NOT FOUND   NGS
 GY0050
 GY0050                          STATION DESCRIPTION
 GY0050
 GY0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GY0050'AT NAUGATUCK.
 GY0050'AT NAUGATUCK, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GY0050'0.4 MILE NORTHWEST OF THE STATION, 6 RAILS SOUTH OF A SWITCH AND
 GY0050'THE NORTH FORK OF A Y-JUNCTION, 53.5 FEET SOUTHWEST OF THE
 GY0050'SOUTHWEST RAIL OF THE EAST-BOUND TRACK, 1.5 FEET NORTHEAST OF A
 GY0050'FENCE LINE, AT THE SOUTHWEST SIDE OF A LANE, AND ABOUT 2 FEET
 GY0050'BELOW THE LEVEL OF THE RAIL.  A STANDARD DISK, STAMPED P 46 1935
 GY0050'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SEARCHED FOR BUT
 GY0050'NOT RECOVERED IN JULY 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0133 ***********************************************************************
 GY0133  DESIGNATION -  P 47
 GY0133  PID         -  GY0133
 GY0133  STATE/COUNTY-  WV/MINGO
 GY0133  USGS QUAD   -  MAJESTIC (1977)
 GY0133
 GY0133                         *CURRENT SURVEY CONTROL
 GY0133  ___________________________________________________________________
 GY0133* NAD 83(1986)-  37 33 23.     (N)    082 05 19.     (W)     SCALED    
 GY0133* NAVD 88     -       228.768  (meters)     750.55   (feet)  ADJUSTED  
 GY0133  ___________________________________________________________________
 GY0133  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GY0133  DYNAMIC HT  -         228.592 (meters)     749.97  (feet)  COMP
 GY0133  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 GY0133
 GY0133  VERT ORDER  -  SECOND    CLASS 0
 GY0133
 GY0133.The horizontal coordinates were scaled from a topographic map and have
 GY0133.an estimated accuracy of +/- 6 seconds.
 GY0133
 GY0133.The orthometric height was determined by differential leveling
 GY0133.and adjusted by the National Geodetic Survey in June 1991..
 GY0133
 GY0133.The geoid height was determined by GEOID03.
 GY0133
 GY0133.The dynamic height is computed by dividing the NAVD 88
 GY0133.geopotential number by the normal gravity value computed on the
 GY0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0133.degrees latitude (g = 980.6199 gals.).
 GY0133
 GY0133.The modeled gravity was interpolated from observed gravity values.
 GY0133
 GY0133;                    North         East    Units  Estimated Accuracy
 GY0133;SPC WV S     -    62,320.      503,820.      MT  (+/- 180 meters Scaled)
 GY0133
 GY0133                          SUPERSEDED SURVEY CONTROL
 GY0133
 GY0133  NGVD 29 (??/??/92)  228.982  (m)          751.25   (f) ADJ UNCH    2 0
 GY0133
 GY0133.Superseded values are not recommended for survey control.
 GY0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0133.See file dsdata.txt to determine how the superseded data were derived.
 GY0133
 GY0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB038571(NAD 83)
 GY0133_MARKER: DB = BENCH MARK DISK
 GY0133_SETTING: 66 = SET IN ROCK OUTCROP
 GY0133_SP_SET: CLIFF
 GY0133_STAMPING: P 47 1935
 GY0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0133+STABILITY: POSITION/ELEVATION WELL
 GY0133
 GY0133  HISTORY     - Date     Condition        Report By
 GY0133  HISTORY     - 1935     MONUMENTED       CGS
 GY0133
 GY0133                          STATION DESCRIPTION
 GY0133
 GY0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0133'1.1 MI SE FROM CEDAR.
 GY0133'1.1 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0133'THE STATION AT CEDAR, MINGO COUNTY, 5 RAILS WEST OF MILEPOST N
 GY0133'449, 17 FEET EAST OF THE CONCRETE BASE OF BRIDGE 480, 11.2 FEET
 GY0133'NORTH OF THE NORTH RAIL, IN THE FACE OF A SANDSTONE CLIFF, AND
 GY0133'4.6 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED P 47 1935
 GY0133'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1608 ***********************************************************************
 GX1608  DESIGNATION -  P 48
 GX1608  PID         -  GX1608
 GX1608  STATE/COUNTY-  WV/MCDOWELL
 GX1608  USGS QUAD   -  IAEGER (1976)
 GX1608
 GX1608                         *CURRENT SURVEY CONTROL
 GX1608  ___________________________________________________________________
 GX1608* NAD 83(1986)-  37 28 01.     (N)    081 48 38.     (W)     SCALED    
 GX1608* NAVD 88     -       299.961  (meters)     984.12   (feet)  ADJUSTED  
 GX1608  ___________________________________________________________________
 GX1608  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX1608  DYNAMIC HT  -         299.721 (meters)     983.33  (feet)  COMP
 GX1608  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 GX1608
 GX1608  VERT ORDER  -  SECOND    CLASS 0
 GX1608
 GX1608.The horizontal coordinates were scaled from a topographic map and have
 GX1608.an estimated accuracy of +/- 6 seconds.
 GX1608
 GX1608.The orthometric height was determined by differential leveling
 GX1608.and adjusted by the National Geodetic Survey in June 1991..
 GX1608
 GX1608.The geoid height was determined by GEOID03.
 GX1608
 GX1608.The dynamic height is computed by dividing the NAVD 88
 GX1608.geopotential number by the normal gravity value computed on the
 GX1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1608.degrees latitude (g = 980.6199 gals.).
 GX1608
 GX1608.The modeled gravity was interpolated from observed gravity values.
 GX1608
 GX1608;                    North         East    Units  Estimated Accuracy
 GX1608;SPC WV S     -    52,140.      528,300.      MT  (+/- 180 meters Scaled)
 GX1608
 GX1608                          SUPERSEDED SURVEY CONTROL
 GX1608
 GX1608  NGVD 29 (??/??/92)  300.157  (m)          984.77   (f) ADJ UNCH    2 0
 GX1608
 GX1608.Superseded values are not recommended for survey control.
 GX1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1608.See file dsdata.txt to determine how the superseded data were derived.
 GX1608
 GX1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB283469(NAD 83)
 GX1608_MARKER: DB = BENCH MARK DISK
 GX1608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1608_SP_SET: FOUNDATION
 GX1608_STAMPING: P 48 1935
 GX1608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1608
 GX1608  HISTORY     - Date     Condition        Report By
 GX1608  HISTORY     - 1935     MONUMENTED       CGS
 GX1608  HISTORY     - 1958     GOOD             NGS
 GX1608
 GX1608                          STATION DESCRIPTION
 GX1608
 GX1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1608'AT IAEGER.
 GX1608'AT IAEGER, ALONG THE NORFOLK AND WESTERN RAILWAY, SET VERTICALLY
 GX1608'IN THE NORTH FACE OF THE CONCRETE FOUNDATION FOR THE NORTH WALL
 GX1608'OF THE STATION, IN THE CENTER AND DIRECTLY BELOW THE WINDOW TO
 GX1608'THE STATION MASTERS OFFICE (TICKET-OFFICE WINDOW), 1 FOOT ABOVE
 GX1608'THE PLATFORM, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1284 ***********************************************************************
 GX1284  DESIGNATION -  P 49
 GX1284  PID         -  GX1284
 GX1284  STATE/COUNTY-  WV/MCDOWELL
 GX1284  USGS QUAD   -  KEYSTONE (1976)
 GX1284
 GX1284                         *CURRENT SURVEY CONTROL
 GX1284  ___________________________________________________________________
 GX1284* NAD 83(1986)-  37 24 57.     (N)    081 26 52.     (W)     SCALED    
 GX1284* NAVD 88     -       502.650  (meters)    1649.11   (feet)  ADJUSTED  
 GX1284  ___________________________________________________________________
 GX1284  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX1284  DYNAMIC HT  -         502.223 (meters)    1647.71  (feet)  COMP
 GX1284  MODELED GRAV-     979,765.7   (mgal)                       NAVD 88
 GX1284
 GX1284  VERT ORDER  -  SECOND    CLASS 0
 GX1284
 GX1284.The horizontal coordinates were scaled from a topographic map and have
 GX1284.an estimated accuracy of +/- 6 seconds.
 GX1284
 GX1284.The orthometric height was determined by differential leveling
 GX1284.and adjusted by the National Geodetic Survey in June 1991..
 GX1284
 GX1284.The geoid height was determined by GEOID03.
 GX1284
 GX1284.The dynamic height is computed by dividing the NAVD 88
 GX1284.geopotential number by the normal gravity value computed on the
 GX1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1284.degrees latitude (g = 980.6199 gals.).
 GX1284
 GX1284.The modeled gravity was interpolated from observed gravity values.
 GX1284
 GX1284;                    North         East    Units  Estimated Accuracy
 GX1284;SPC WV S     -    46,250.      560,360.      MT  (+/- 180 meters Scaled)
 GX1284
 GX1284                          SUPERSEDED SURVEY CONTROL
 GX1284
 GX1284  NGVD 29 (??/??/92)  502.795  (m)         1649.59   (f) ADJ UNCH    2 0
 GX1284
 GX1284.Superseded values are not recommended for survey control.
 GX1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1284.See file dsdata.txt to determine how the superseded data were derived.
 GX1284
 GX1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB603410(NAD 83)
 GX1284_MARKER: DB = BENCH MARK DISK
 GX1284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1284_SP_SET: BUILDING
 GX1284_STAMPING: P 49 1935
 GX1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1284
 GX1284  HISTORY     - Date     Condition        Report By
 GX1284  HISTORY     - 1935     MONUMENTED       CGS
 GX1284
 GX1284                          STATION DESCRIPTION
 GX1284
 GX1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1284'AT KEYSTONE.
 GX1284'AT KEYSTONE, MCDOWELL COUNTY, ON THE NORFOLK AND WESTERN
 GX1284'RAILWAY, 0.2 MILE SOUTHEAST OF THE STATION, 85 FEET SOUTHWEST
 GX1284'OF THE SOUTHWEST RAIL, 40.5 FEET SOUTHWEST OF THE CENTERLINE OF
 GX1284'U.S. HIGHWAY 52, AT THE CITY HALL, IN THE NORTHEAST WALL OF THE
 GX1284'BUILDING, 3.8 FEET NORTHWEST OF THE CENTER OF A DOOR TO THE
 GX1284'JAIL, DIRECTLY UNDERNEATH THE CORNERSTONE, AND ABOUT 2 FEET
 GX1284'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED P 49 1935 AND
 GX1284'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2271 ***********************************************************************
 HX2271  DESIGNATION -  P 5
 HX2271  PID         -  HX2271
 HX2271  STATE/COUNTY-  WV/PUTNAM
 HX2271  USGS QUAD   -  BANCROFT (1975)
 HX2271
 HX2271                         *CURRENT SURVEY CONTROL
 HX2271  ___________________________________________________________________
 HX2271* NAD 83(1986)-  38 31 05.     (N)    081 50 53.     (W)     SCALED    
 HX2271* NAVD 88     -       177.932  (meters)     583.77   (feet)  ADJUSTED  
 HX2271  ___________________________________________________________________
 HX2271  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HX2271  DYNAMIC HT  -         177.810 (meters)     583.37  (feet)  COMP
 HX2271  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 HX2271
 HX2271  VERT ORDER  -  FIRST     CLASS II
 HX2271
 HX2271.The horizontal coordinates were scaled from a topographic map and have
 HX2271.an estimated accuracy of +/- 6 seconds.
 HX2271
 HX2271.The orthometric height was determined by differential leveling
 HX2271.and adjusted by the National Geodetic Survey in June 1991..
 HX2271
 HX2271.The geoid height was determined by GEOID03.
 HX2271
 HX2271.The dynamic height is computed by dividing the NAVD 88
 HX2271.geopotential number by the normal gravity value computed on the
 HX2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2271.degrees latitude (g = 980.6199 gals.).
 HX2271
 HX2271.The modeled gravity was interpolated from observed gravity values.
 HX2271
 HX2271;                    North         East    Units  Estimated Accuracy
 HX2271;SPC WV S     -   168,830.      526,050.      MT  (+/- 180 meters Scaled)
 HX2271
 HX2271                          SUPERSEDED SURVEY CONTROL
 HX2271
 HX2271  NGVD 29 (??/??/92)  178.130  (m)          584.41   (f) ADJ UNCH    1 2
 HX2271
 HX2271.Superseded values are not recommended for survey control.
 HX2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2271.See file dsdata.txt to determine how the superseded data were derived.
 HX2271
 HX2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC260636(NAD 83)
 HX2271_MARKER: DB = BENCH MARK DISK
 HX2271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2271_SP_SET: FOUNDATION
 HX2271_STAMPING: P 5 1933
 HX2271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2271
 HX2271  HISTORY     - Date     Condition        Report By
 HX2271  HISTORY     - 1933     MONUMENTED       CGS
 HX2271  HISTORY     - 1956     GOOD             NGS
 HX2271
 HX2271                          STATION DESCRIPTION
 HX2271
 HX2271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2271'0.6 MI NW FROM BANCROFT.
 HX2271'ABOUT 0.65 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2271'FROM THE ROAD CROSSING AT BANCROFT, AT PLYMOUTH, 17 FEET
 HX2271'SOUTHWEST OF CENTER LINE OF U.S. HIGHWAY 35, 7 FEET NORTHEAST
 HX2271'OF NORTHEAST RAIL, 26 1/2 FEET WEST OF A TELEPHONE POLE, SET
 HX2271'VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHWEST ONE OF A GROUP
 HX2271'OF ABANDONED CONCRETE FOUNDATIONS AND ABOUT 2 1/2 FEET ABOVE
 HX2271'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0410 ***********************************************************************
 GY0410  DESIGNATION -  P 50
 GY0410  PID         -  GY0410
 GY0410  STATE/COUNTY-  WV/LOGAN
 GY0410  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0410
 GY0410                         *CURRENT SURVEY CONTROL
 GY0410  ___________________________________________________________________
 GY0410* NAD 83(1986)-  37 58 32.     (N)    082 01 05.     (W)     SCALED    
 GY0410* NAVD 88     -       197.980  (meters)     649.54   (feet)  ADJUSTED  
 GY0410  ___________________________________________________________________
 GY0410  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GY0410  DYNAMIC HT  -         197.837 (meters)     649.07  (feet)  COMP
 GY0410  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 GY0410
 GY0410  VERT ORDER  -  SECOND    CLASS 0
 GY0410
 GY0410.The horizontal coordinates were scaled from a topographic map and have
 GY0410.an estimated accuracy of +/- 6 seconds.
 GY0410
 GY0410.The orthometric height was determined by differential leveling
 GY0410.and adjusted by the National Geodetic Survey in June 1991..
 GY0410.WARNING-Repeat measurements at this control monument indicate possible
 GY0410.vertical movement.
 GY0410
 GY0410.The geoid height was determined by GEOID03.
 GY0410
 GY0410.The dynamic height is computed by dividing the NAVD 88
 GY0410.geopotential number by the normal gravity value computed on the
 GY0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0410.degrees latitude (g = 980.6199 gals.).
 GY0410
 GY0410.The modeled gravity was interpolated from observed gravity values.
 GY0410
 GY0410;                    North         East    Units  Estimated Accuracy
 GY0410;SPC WV S     -   108,770.      510,560.      MT  (+/- 180 meters Scaled)
 GY0410
 GY0410                          SUPERSEDED SURVEY CONTROL
 GY0410
 GY0410  NGVD 29 (??/??/92)  198.192  (m)          650.23   (f) ADJ UNCH    2 0
 GY0410
 GY0410.Superseded values are not recommended for survey control.
 GY0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0410.See file dsdata.txt to determine how the superseded data were derived.
 GY0410
 GY0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC105035(NAD 83)
 GY0410_MARKER: DB = BENCH MARK DISK
 GY0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0410_SP_SET: BUILDING
 GY0410_STAMPING: P 50 1935
 GY0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0410
 GY0410  HISTORY     - Date     Condition        Report By
 GY0410  HISTORY     - 1935     MONUMENTED       CGS
 GY0410  HISTORY     - 1957     GOOD             NGS
 GY0410
 GY0410                          STATION DESCRIPTION
 GY0410
 GY0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0410'AT CHAPMANVILLE.
 GY0410'AT CHAPMANVILLE, ABOUT 0.25 MILE NORTH ALONG THE CHESAPEAKE
 GY0410'AND OHIO RAILWAY FROM THE STATION, ABOUT 83 YARDS SOUTH OF MILE
 GY0410'POST 54, ABOUT 58 YARDS NORTHEAST OF CROSSING OF AN EAST-WEST
 GY0410'BLACK TOP ROAD, AT THE HIGH SCHOOL, 65 1/2 FEET EAST OF EAST
 GY0410'RAIL OF A SIDE TRACK, 75 FEET EAST OF EAST RAIL OF EAST MAIN
 GY0410'TRACK, 27 FEET EAST OF STEEL FENCE AROUND SCHOOL GROUNDS, SET
 GY0410'VERTICALLY ABOUT 4 FEET ABOVE GROUND IN THE WEST FACE OF THE
 GY0410'SOUTHWEST WING OF HIGH SCHOOL BUILDING AND INSIDE A LOW LEAN-TO
 GY0410'BUILDING ATTACHED TO SCHOOL, 2 FEET NORTH OF SOUTHWEST CORNER
 GY0410'OF MAIN PART OF BUILDING AND ABOUT 3 1/2 FEET ABOVE LEVEL OF
 GY0410'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0529 ***********************************************************************
 HY0529  DESIGNATION -  P 51
 HY0529  PID         -  HY0529
 HY0529  STATE/COUNTY-  WV/CABELL
 HY0529  USGS QUAD   -  WEST HAMLIN (1989)
 HY0529
 HY0529                         *CURRENT SURVEY CONTROL
 HY0529  ___________________________________________________________________
 HY0529* NAD 83(1986)-  38 21 52.     (N)    082 13 41.     (W)     SCALED    
 HY0529* NAVD 88     -       176.991  (meters)     580.68   (feet)  ADJUSTED  
 HY0529  ___________________________________________________________________
 HY0529  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 HY0529  DYNAMIC HT  -         176.870 (meters)     580.28  (feet)  COMP
 HY0529  MODELED GRAV-     979,941.1   (mgal)                       NAVD 88
 HY0529
 HY0529  VERT ORDER  -  SECOND    CLASS 0
 HY0529
 HY0529.The horizontal coordinates were scaled from a topographic map and have
 HY0529.an estimated accuracy of +/- 6 seconds.
 HY0529
 HY0529.The orthometric height was determined by differential leveling
 HY0529.and adjusted by the National Geodetic Survey in June 1991..
 HY0529
 HY0529.The geoid height was determined by GEOID03.
 HY0529
 HY0529.The dynamic height is computed by dividing the NAVD 88
 HY0529.geopotential number by the normal gravity value computed on the
 HY0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0529.degrees latitude (g = 980.6199 gals.).
 HY0529
 HY0529.The modeled gravity was interpolated from observed gravity values.
 HY0529
 HY0529;                    North         East    Units  Estimated Accuracy
 HY0529;SPC WV S     -   152,150.      492,680.      MT  (+/- 180 meters Scaled)
 HY0529
 HY0529                          SUPERSEDED SURVEY CONTROL
 HY0529
 HY0529  NGVD 29 (??/??/92)  177.185  (m)          581.31   (f) ADJ UNCH    2 0
 HY0529
 HY0529.Superseded values are not recommended for survey control.
 HY0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0529.See file dsdata.txt to determine how the superseded data were derived.
 HY0529
 HY0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC927469(NAD 83)
 HY0529_MARKER: DB = BENCH MARK DISK
 HY0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0529_SP_SET: CULVERT
 HY0529_STAMPING: P 51 1935
 HY0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0529
 HY0529  HISTORY     - Date     Condition        Report By
 HY0529  HISTORY     - 1935     MONUMENTED       CGS
 HY0529
 HY0529                          STATION DESCRIPTION
 HY0529
 HY0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0529'1.1 MI N FROM ROACH.
 HY0529'1.1 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY0529'STATION AT ROACH, CABELL COUNTY, ABOUT 1/2 MILE NORTH OF
 HY0529'MILEPOST B 11, 9 FEET WEST OF THE WEST RAIL, 15 FEET NORTHEAST OF
 HY0529'THE CENTERLINE OF STATE HIGHWAY 10, AT A CONCRETE CULVERT UNDER
 HY0529'THE HIGHWAY, IN THE SOUTH END OF THE EAST HEADWALL, AND ABOUT
 HY0529'ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED P 51
 HY0529'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0257 ***********************************************************************
 GY0257  DESIGNATION -  P 52
 GY0257  PID         -  GY0257
 GY0257  STATE/COUNTY-  WV/MINGO
 GY0257  USGS QUAD   -  DELBARTON (1976)
 GY0257
 GY0257                         *CURRENT SURVEY CONTROL
 GY0257  ___________________________________________________________________
 GY0257* NAD 83(1986)-  37 41 49.     (N)    082 13 54.     (W)     SCALED    
 GY0257* NAVD 88     -       284.138  (meters)     932.21   (feet)  ADJUSTED  
 GY0257  ___________________________________________________________________
 GY0257  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GY0257  DYNAMIC HT  -         283.929 (meters)     931.52  (feet)  COMP
 GY0257  MODELED GRAV-     979,887.0   (mgal)                       NAVD 88
 GY0257
 GY0257  VERT ORDER  -  SECOND    CLASS 0
 GY0257
 GY0257.The horizontal coordinates were scaled from a topographic map and have
 GY0257.an estimated accuracy of +/- 6 seconds.
 GY0257
 GY0257.The orthometric height was determined by differential leveling
 GY0257.and adjusted by the National Geodetic Survey in June 1991..
 GY0257
 GY0257.The geoid height was determined by GEOID03.
 GY0257
 GY0257.The dynamic height is computed by dividing the NAVD 88
 GY0257.geopotential number by the normal gravity value computed on the
 GY0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0257.degrees latitude (g = 980.6199 gals.).
 GY0257
 GY0257.The modeled gravity was interpolated from observed gravity values.
 GY0257
 GY0257;                    North         East    Units  Estimated Accuracy
 GY0257;SPC WV S     -    78,070.      491,380.      MT  (+/- 180 meters Scaled)
 GY0257
 GY0257                          SUPERSEDED SURVEY CONTROL
 GY0257
 GY0257  NGVD 29 (??/??/92)  284.378  (m)          933.00   (f) ADJ UNCH    2 0
 GY0257
 GY0257.Superseded values are not recommended for survey control.
 GY0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0257.See file dsdata.txt to determine how the superseded data were derived.
 GY0257
 GY0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB914729(NAD 83)
 GY0257_MARKER: DD = SURVEY DISK
 GY0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0257_STAMPING: P 52
 GY0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0257+STABILITY: SURFACE MOTION
 GY0257
 GY0257  HISTORY     - Date     Condition        Report By
 GY0257  HISTORY     - UNK      MONUMENTED       WVGS
 GY0257  HISTORY     - 1935     GOOD             NGS
 GY0257
 GY0257                          STATION DESCRIPTION
 GY0257
 GY0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0257'5.4 MI E FROM WILLIAMSON.
 GY0257'5.4 MILES EAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE AT
 GY0257'WILLIAMSON, MINGO COUNTY, 0.6 MILE EAST OF THE TOP OF SYCAMORE
 GY0257'MOUNTAIN, AT THE JUNCTION OF THE BUFFALO CREEK ROAD, 48 YARDS
 GY0257'WEST OF THE HIGHWAY, 19 YARDS NORTH OF THE NORTHWEST CORNER OF
 GY0257'BUFFALO CHURCH, AND AT THE CORNER OF THE CHURCH LAWN.  A STATE
 GY0257'SURVEY STANDARD DISK, STAMPED P 52 AND SET IN THE TOP OF A
 GY0257'CONCRETE POST PROJECTING ONE FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2284 ***********************************************************************
 GX2284  DESIGNATION -  P 52 X
 GX2284  PID         -  GX2284
 GX2284  STATE/COUNTY-  WV/LOGAN
 GX2284  USGS QUAD   -  CLOTHIER (1989)
 GX2284
 GX2284                         *CURRENT SURVEY CONTROL
 GX2284  ___________________________________________________________________
 GX2284* NAD 83(1986)-  37 54 50.     (N)    081 48 33.     (W)     SCALED    
 GX2284* NAVD 88     -       275.835  (meters)     904.97   (feet)  ADJUSTED  
 GX2284  ___________________________________________________________________
 GX2284  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GX2284  DYNAMIC HT  -         275.632 (meters)     904.30  (feet)  COMP
 GX2284  MODELED GRAV-     979,887.8   (mgal)                       NAVD 88
 GX2284
 GX2284  VERT ORDER  -  SECOND    CLASS 0
 GX2284
 GX2284.The horizontal coordinates were scaled from a topographic map and have
 GX2284.an estimated accuracy of +/- 6 seconds.
 GX2284
 GX2284.The orthometric height was determined by differential leveling
 GX2284.and adjusted by the National Geodetic Survey in June 1991..
 GX2284
 GX2284.The geoid height was determined by GEOID03.
 GX2284
 GX2284.The dynamic height is computed by dividing the NAVD 88
 GX2284.geopotential number by the normal gravity value computed on the
 GX2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2284.degrees latitude (g = 980.6199 gals.).
 GX2284
 GX2284.The modeled gravity was interpolated from observed gravity values.
 GX2284
 GX2284;                    North         East    Units  Estimated Accuracy
 GX2284;SPC WV S     -   101,740.      528,850.      MT  (+/- 180 meters Scaled)
 GX2284
 GX2284                          SUPERSEDED SURVEY CONTROL
 GX2284
 GX2284  NGVD 29 (??/??/92)  276.037  (m)          905.63   (f) ADJ UNCH    2 0
 GX2284
 GX2284.Superseded values are not recommended for survey control.
 GX2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2284.See file dsdata.txt to determine how the superseded data were derived.
 GX2284
 GX2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB288965(NAD 83)
 GX2284_MARKER: DD = SURVEY DISK
 GX2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2284_STAMPING: P 52 X 1935
 GX2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2284+STABILITY: SURFACE MOTION
 GX2284
 GX2284  HISTORY     - Date     Condition        Report By
 GX2284  HISTORY     - 1935     MONUMENTED       WVGS
 GX2284  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2284  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2284
 GX2284                          STATION DESCRIPTION
 GX2284
 GX2284'DESCRIBED BY WEST VIRGINIA GEODETIC SURVEY 1935
 GX2284'1.6 MI S FROM SHARPLES.
 GX2284'1.6 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GX2284'STATION AT SHARPLES, LOGAN COUNTY, ON U.S. HIGHWAY 119, ABOUT
 GX2284'200 YARDS NORTHEAST OF A RAILROAD CROSSING, 20 FEET WEST OF THE
 GX2284'CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF THE SOUTH END OF A
 GX2284'GUARDRAIL, AND LEVEL WITH THE HIGHWAY.  A STATE SURVEY STANDARD
 GX2284'DISK, STAMPED P 52 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GX2284
 GX2284                          STATION RECOVERY (1960)
 GX2284
 GX2284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2284'MARK NOT FOUND.
 GX2284
 GX2284                          STATION RECOVERY (1960)
 GX2284
 GX2284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0370 ***********************************************************************
 JW0370  DESIGNATION -  P 60 RESET 1961
 JW0370  PID         -  JW0370
 JW0370  STATE/COUNTY-  WV/HARDY
 JW0370  USGS QUAD   -  NEEDMORE (1970)
 JW0370
 JW0370                         *CURRENT SURVEY CONTROL
 JW0370  ___________________________________________________________________
 JW0370* NAD 83(1986)-  39 03 05.     (N)    078 46 46.     (W)     SCALED    
 JW0370* NAVD 88     -       405.26   (meters)    1329.6    (feet)  RESET     
 JW0370  ___________________________________________________________________
 JW0370  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JW0370
 JW0370  VERT ORDER  -  THIRD
 JW0370
 JW0370.The horizontal coordinates were scaled from a topographic map and have
 JW0370.an estimated accuracy of +/- 6 seconds.
 JW0370
 JW0370.The orthometric height was computed from unverified reset data.
 JW0370.No vertical observational check was made to the station.
 JW0370
 JW0370.The geoid height was determined by GEOID03.
 JW0370
 JW0370;                    North         East    Units  Estimated Accuracy
 JW0370;SPC WV N     -    61,460.      662,370.      MT  (+/- 180 meters Scaled)
 JW0370
 JW0370                          SUPERSEDED SURVEY CONTROL
 JW0370
 JW0370  NGVD 29 (??/??/??)  442.52   (m)         1451.8    (f) RESET       3  
 JW0370
 JW0370.Superseded values are not recommended for survey control.
 JW0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0370.See file dsdata.txt to determine how the superseded data were derived.
 JW0370
 JW0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD921248(NAD 83)
 JW0370_MARKER: DB = BENCH MARK DISK
 JW0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0370_SP_SET: CULVERT
 JW0370_STAMPING: P 60 RESET 1961
 JW0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0370
 JW0370  HISTORY     - Date     Condition        Report By
 JW0370  HISTORY     - 1961     MONUMENTED       WVHD
 JW0370  HISTORY     - 1963     GOOD             WVHD
 JW0370
 JW0370                          STATION DESCRIPTION
 JW0370
 JW0370'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1963
 JW0370'2.3 MI NW FROM BAKER.
 JW0370'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM BAKER RUN BRIDGE
 JW0370'AT BAKER, HARDY COUNTY, 0.1 MILE SOUTHEAST OF THE JUNCTION OF
 JW0370'SEC. ROAD 8 LEADING NORTH, AT A CULVERT, AND SET IN THE TOP OF A
 JW0370'HILLSIDE DROP INLET 23 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1525 ***********************************************************************
 HW1525  DESIGNATION -  P 61
 HW1525  PID         -  HW1525
 HW1525  STATE/COUNTY-  WV/PENDLETON
 HW1525  USGS QUAD   -  FRANKLIN (1995)
 HW1525
 HW1525                         *CURRENT SURVEY CONTROL
 HW1525  ___________________________________________________________________
 HW1525* NAD 83(1986)-  38 40 18.     (N)    079 17 54.     (W)     SCALED    
 HW1525* NAVD 88     -       556.725  (meters)    1826.52   (feet)  ADJUSTED  
 HW1525  ___________________________________________________________________
 HW1525  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HW1525  DYNAMIC HT  -         556.323 (meters)    1825.20  (feet)  COMP
 HW1525  MODELED GRAV-     979,888.3   (mgal)                       NAVD 88
 HW1525
 HW1525  VERT ORDER  -  SECOND    CLASS 0
 HW1525
 HW1525.The horizontal coordinates were scaled from a topographic map and have
 HW1525.an estimated accuracy of +/- 6 seconds.
 HW1525
 HW1525.The orthometric height was determined by differential leveling
 HW1525.and adjusted by the National Geodetic Survey in June 1991..
 HW1525
 HW1525.The geoid height was determined by GEOID03.
 HW1525
 HW1525.The dynamic height is computed by dividing the NAVD 88
 HW1525.geopotential number by the normal gravity value computed on the
 HW1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1525.degrees latitude (g = 980.6199 gals.).
 HW1525
 HW1525.The modeled gravity was interpolated from observed gravity values.
 HW1525
 HW1525;                    North         East    Units  Estimated Accuracy
 HW1525;SPC WV S     -   186,900.      748,070.      MT  (+/- 180 meters Scaled)
 HW1525
 HW1525                          SUPERSEDED SURVEY CONTROL
 HW1525
 HW1525  NGVD 29 (??/??/92)  556.845  (m)         1826.92   (f) ADJ UNCH    2 0
 HW1525
 HW1525.Superseded values are not recommended for survey control.
 HW1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1525.See file dsdata.txt to determine how the superseded data were derived.
 HW1525
 HW1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC480817(NAD 83)
 HW1525_MARKER: DB = BENCH MARK DISK
 HW1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1525_STAMPING: P 61 1935
 HW1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1525+STABILITY: SURFACE MOTION
 HW1525
 HW1525  HISTORY     - Date     Condition        Report By
 HW1525  HISTORY     - 1935     MONUMENTED       CGS
 HW1525  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1525
 HW1525                          STATION DESCRIPTION
 HW1525
 HW1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1525'3.2 MI NE FROM FRANKLIN.
 HW1525'3.2 MILES NORTHEAST ALONG U.S. HIGHWAY 33 FROM THE COUNTY
 HW1525'COURTHOUSE AT FRANKLIN, PENDLETON COUNTY, NEAR THE EAST END OF A
 HW1525'LARGE HIGHWAY CURVE AROUND THE POINT OF A HILL (A CREEK FOLLOWS
 HW1525'THE OUTSIDE OF THE CURVE), 80 FEET EAST OF A CONCRETE CULVERT,
 HW1525'48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET SOUTH
 HW1525'OF THE CREEK BANK, AND AT THE NORTH EDGE OF AN OLD SAWDUST PILE.
 HW1525'A STANDARD DISK, STAMPED P 61 1935 AND SET IN THE TOP OF A
 HW1525'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1740 ***********************************************************************
 HX1740  DESIGNATION -  P 7
 HX1740  PID         -  HX1740
 HX1740  STATE/COUNTY-  WV/KANAWHA
 HX1740  USGS QUAD   -  CLENDENIN (1976)
 HX1740
 HX1740                         *CURRENT SURVEY CONTROL
 HX1740  ___________________________________________________________________
 HX1740* NAD 83(1986)-  38 29 56.     (N)    081 20 54.     (W)     SCALED    
 HX1740* NAVD 88     -       189.665  (meters)     622.26   (feet)  ADJUSTED  
 HX1740  ___________________________________________________________________
 HX1740  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HX1740  DYNAMIC HT  -         189.535 (meters)     621.83  (feet)  COMP
 HX1740  MODELED GRAV-     979,942.0   (mgal)                       NAVD 88
 HX1740
 HX1740  VERT ORDER  -  SECOND    CLASS 0
 HX1740
 HX1740.The horizontal coordinates were scaled from a topographic map and have
 HX1740.an estimated accuracy of +/- 6 seconds.
 HX1740
 HX1740.The orthometric height was determined by differential leveling
 HX1740.and adjusted by the National Geodetic Survey in June 1991..
 HX1740
 HX1740.The geoid height was determined by GEOID03.
 HX1740
 HX1740.The dynamic height is computed by dividing the NAVD 88
 HX1740.geopotential number by the normal gravity value computed on the
 HX1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1740.degrees latitude (g = 980.6199 gals.).
 HX1740
 HX1740.The modeled gravity was interpolated from observed gravity values.
 HX1740
 HX1740;                    North         East    Units  Estimated Accuracy
 HX1740;SPC WV S     -   166,420.      569,620.      MT  (+/- 180 meters Scaled)
 HX1740
 HX1740                          SUPERSEDED SURVEY CONTROL
 HX1740
 HX1740  NGVD 29 (??/??/92)  189.845  (m)          622.85   (f) ADJ UNCH    2 0
 HX1740
 HX1740.Superseded values are not recommended for survey control.
 HX1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1740.See file dsdata.txt to determine how the superseded data were derived.
 HX1740
 HX1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC696612(NAD 83)
 HX1740_MARKER: DB = BENCH MARK DISK
 HX1740_SETTING: 66 = SET IN ROCK OUTCROP
 HX1740_SP_SET: ROCK LEDGE
 HX1740_STAMPING: P 7 1933
 HX1740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1740+STABILITY: POSITION/ELEVATION WELL
 HX1740
 HX1740  HISTORY     - Date     Condition        Report By
 HX1740  HISTORY     - 1933     MONUMENTED       CGS
 HX1740  HISTORY     - 1935     GOOD             NGS
 HX1740
 HX1740                          STATION DESCRIPTION
 HX1740
 HX1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX1740'3.7 MI N FROM CLENDENNIN.
 HX1740'1 MILE NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 HX1740'CLENDENNIN, DIRECTLY ACROSS THE HIGHWAY FROM A STEEL BRIDGE OVER
 HX1740'A SMALL STREAM, WEST OF THE WEST END OF A CONCRETE CULVERT, 18
 HX1740'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LEDGE,
 HX1740'AND LEVEL WITH THE TOP OF THE HEAD WALL.  A STANDARD DISK,
 HX1740'STAMPED P 7 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1001 ***********************************************************************
 JX1001  DESIGNATION -  P 76
 JX1001  PID         -  JX1001
 JX1001  STATE/COUNTY-  WV/WIRT
 JX1001  USGS QUAD   -  ELIZABETH (1975)
 JX1001
 JX1001                         *CURRENT SURVEY CONTROL
 JX1001  ___________________________________________________________________
 JX1001* NAD 83(1986)-  39 00 49.     (N)    081 24 16.     (W)     SCALED    
 JX1001* NAVD 88     -       191.870  (meters)     629.49   (feet)  ADJUSTED  
 JX1001  ___________________________________________________________________
 JX1001  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JX1001  DYNAMIC HT  -         191.747 (meters)     629.09  (feet)  COMP
 JX1001  MODELED GRAV-     979,985.2   (mgal)                       NAVD 88
 JX1001
 JX1001  VERT ORDER  -  SECOND    CLASS 0
 JX1001
 JX1001.The horizontal coordinates were scaled from a topographic map and have
 JX1001.an estimated accuracy of +/- 6 seconds.
 JX1001
 JX1001.The orthometric height was determined by differential leveling
 JX1001.and adjusted by the National Geodetic Survey in June 1991..
 JX1001
 JX1001.The geoid height was determined by GEOID03.
 JX1001
 JX1001.The dynamic height is computed by dividing the NAVD 88
 JX1001.geopotential number by the normal gravity value computed on the
 JX1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1001.degrees latitude (g = 980.6199 gals.).
 JX1001
 JX1001.The modeled gravity was interpolated from observed gravity values.
 JX1001
 JX1001;                    North         East    Units  Estimated Accuracy
 JX1001;SPC WV N     -    58,770.      435,070.      MT  (+/- 180 meters Scaled)
 JX1001
 JX1001                          SUPERSEDED SURVEY CONTROL
 JX1001
 JX1001  NGVD 29 (??/??/92)  192.037  (m)          630.04   (f) ADJ UNCH    2 0
 JX1001
 JX1001.Superseded values are not recommended for survey control.
 JX1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1001.See file dsdata.txt to determine how the superseded data were derived.
 JX1001
 JX1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD649183(NAD 83)
 JX1001_MARKER: DB = BENCH MARK DISK
 JX1001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1001_SP_SET: BRIDGE
 JX1001_STAMPING: P 76 1941
 JX1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1001
 JX1001  HISTORY     - Date     Condition        Report By
 JX1001  HISTORY     - 1941     MONUMENTED       CGS
 JX1001  HISTORY     - 1980     GOOD             LOCSUR
 JX1001
 JX1001                          STATION DESCRIPTION
 JX1001
 JX1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JX1001'1.3 MI S FROM PALESTINE.
 JX1001'1.3 MILES SOUTH ALONG STATE HIGHWAY 14 FROM PALESTINE, WIRT COUNTY,
 JX1001'AT BRIDGE 867 OVER REEDY CREEK, IN THE TOP OF THE WEST END OF THE
 JX1001'SOUTH ABUTMENT, AND 9.8 FEET WEST OF THE CENTERLINE OF THE
 JX1001'HIGHWAY.  A STANDARD DISK, STAMPED P 76 1941.
 JX1001
 JX1001                          STATION RECOVERY (1980)
 JX1001
 JX1001'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JX1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1659 ***********************************************************************
 JX1659  DESIGNATION -  P 76 RESET 1980
 JX1659  PID         -  JX1659
 JX1659  STATE/COUNTY-  WV/WIRT
 JX1659  USGS QUAD   -  ELIZABETH (1975)
 JX1659
 JX1659                         *CURRENT SURVEY CONTROL
 JX1659  ___________________________________________________________________
 JX1659* NAD 83(1986)-  39 00 49.     (N)    081 24 16.     (W)     SCALED    
 JX1659* NAVD 88     -       192.00   (meters)     629.9    (feet)  RESET     
 JX1659  ___________________________________________________________________
 JX1659  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JX1659
 JX1659  VERT ORDER  -  THIRD
 JX1659
 JX1659.The horizontal coordinates were scaled from a topographic map and have
 JX1659.an estimated accuracy of +/- 6 seconds.
 JX1659
 JX1659.The orthometric height was computed from unverified reset data.
 JX1659.No vertical observational check was made to the station.
 JX1659
 JX1659.The geoid height was determined by GEOID03.
 JX1659
 JX1659;                    North         East    Units  Estimated Accuracy
 JX1659;SPC WV N     -    58,770.      435,070.      MT  (+/- 180 meters Scaled)
 JX1659
 JX1659                          SUPERSEDED SURVEY CONTROL
 JX1659
 JX1659  NGVD 29 (09/25/03)  192.16   (m)          630.4    (f) RESET       3  
 JX1659
 JX1659.Superseded values are not recommended for survey control.
 JX1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1659.See file dsdata.txt to determine how the superseded data were derived.
 JX1659
 JX1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD649183(NAD 83)
 JX1659_MARKER: DB = BENCH MARK DISK
 JX1659_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1659_SP_SET: ABUTMENT
 JX1659_STAMPING: P 76 RESET 1980
 JX1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1659+STABILITY: SURFACE MOTION
 JX1659
 JX1659  HISTORY     - Date     Condition        Report By
 JX1659  HISTORY     - 1980     MONUMENTED       WVHD
 JX1659
 JX1659                          STATION DESCRIPTION
 JX1659
 JX1659'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1980
 JX1659'1.3 MI SOUTH FROM PALASTINE.
 JX1659'1.3 MILES SOUTH ALONG STATE HIGHWAY 14 FROM PALESTINE, AT BRIDGE
 JX1659'867 OVER REEDY CREEK, IN THE TOP OF THE WEST END OF THE SOUTH
 JX1659'ABUTMENT, AND 9.8 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0035 ***********************************************************************
 JW0035  DESIGNATION -  P 77
 JW0035  PID         -  JW0035
 JW0035  STATE/COUNTY-  WV/MORGAN
 JW0035  USGS QUAD   -  PAW PAW (1974)
 JW0035
 JW0035                         *CURRENT SURVEY CONTROL
 JW0035  ___________________________________________________________________
 JW0035* NAD 83(1986)-  39 36 54.     (N)    078 24 10.     (W)     SCALED    
 JW0035* NAVD 88     -       151.229  (meters)     496.16   (feet)  ADJUSTED  
 JW0035  ___________________________________________________________________
 JW0035  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JW0035  DYNAMIC HT  -         151.139 (meters)     495.86  (feet)  COMP
 JW0035  MODELED GRAV-     980,027.8   (mgal)                       NAVD 88
 JW0035
 JW0035  VERT ORDER  -  FIRST     CLASS II
 JW0035
 JW0035.The horizontal coordinates were scaled from a topographic map and have
 JW0035.an estimated accuracy of +/- 6 seconds.
 JW0035
 JW0035.The orthometric height was determined by differential leveling
 JW0035.and adjusted by the National Geodetic Survey in June 1991..
 JW0035
 JW0035.The geoid height was determined by GEOID03.
 JW0035
 JW0035.The dynamic height is computed by dividing the NAVD 88
 JW0035.geopotential number by the normal gravity value computed on the
 JW0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0035.degrees latitude (g = 980.6199 gals.).
 JW0035
 JW0035.The modeled gravity was interpolated from observed gravity values.
 JW0035
 JW0035;                    North         East    Units  Estimated Accuracy
 JW0035;SPC WV N     -   124,360.      694,210.      MT  (+/- 180 meters Scaled)
 JW0035
 JW0035                          SUPERSEDED SURVEY CONTROL
 JW0035
 JW0035  NGVD 29 (??/??/92)  151.432  (m)          496.82   (f) ADJ UNCH    1 2
 JW0035
 JW0035.Superseded values are not recommended for survey control.
 JW0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0035.See file dsdata.txt to determine how the superseded data were derived.
 JW0035
 JW0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD229882(NAD 83)
 JW0035_MARKER: DB = BENCH MARK DISK
 JW0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0035_SP_SET: SIGNAL TOWER
 JW0035_STAMPING: P 77 1941
 JW0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0035
 JW0035  HISTORY     - Date     Condition        Report By
 JW0035  HISTORY     - 1941     MONUMENTED       CGS
 JW0035
 JW0035                          STATION DESCRIPTION
 JW0035
 JW0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0035'17.2 MI SW FROM HANCOCK.
 JW0035'17.2 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILROAD FROM
 JW0035'THE STATION AT HANCOCK, 9 RAILS WEST OF MILE-POST NO. 132, SET
 JW0035'IN THE NORTHWEST CORNER OF SIGNAL TOWER NO. A-1321, 33.6 FEET
 JW0035'SOUTHEAST OF A SWITCH STAND, 16.4 FEET NORTHWEST OF THE NORTHWEST
 JW0035'CORNER OF THE FLAGMANS SHANTY, 6.9 FEET SOUTH OF THE SOUTH RAIL
 JW0035'OF THE TRACK.  A STANDARD DISK STAMPED P-77 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3167 ***********************************************************************
 JV3167  DESIGNATION -  P 78
 JV3167  PID         -  JV3167
 JV3167  STATE/COUNTY-  WV/JEFFERSON
 JV3167  USGS QUAD   -  ROUND HILL (1981)
 JV3167
 JV3167                         *CURRENT SURVEY CONTROL
 JV3167  ___________________________________________________________________
 JV3167* NAD 83(1986)-  39 10 49.     (N)    077 49 52.     (W)     SCALED    
 JV3167* NAVD 88     -       237.400  (meters)     778.87   (feet)  ADJUSTED  
 JV3167  ___________________________________________________________________
 JV3167  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JV3167  DYNAMIC HT  -         237.255 (meters)     778.39  (feet)  COMP
 JV3167  MODELED GRAV-     980,009.3   (mgal)                       NAVD 88
 JV3167
 JV3167  VERT ORDER  -  SECOND    CLASS 0
 JV3167
 JV3167.The horizontal coordinates were scaled from a topographic map and have
 JV3167.an estimated accuracy of +/- 6 seconds.
 JV3167
 JV3167.The orthometric height was determined by differential leveling
 JV3167.and adjusted by the National Geodetic Survey in June 1991..
 JV3167
 JV3167.The geoid height was determined by GEOID03.
 JV3167
 JV3167.The dynamic height is computed by dividing the NAVD 88
 JV3167.geopotential number by the normal gravity value computed on the
 JV3167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3167.degrees latitude (g = 980.6199 gals.).
 JV3167
 JV3167.The modeled gravity was interpolated from observed gravity values.
 JV3167
 JV3167;                    North         East    Units  Estimated Accuracy
 JV3167;SPC WV N     -    76,860.      744,190.      MT  (+/- 180 meters Scaled)
 JV3167
 JV3167                          SUPERSEDED SURVEY CONTROL
 JV3167
 JV3167  NGVD 29 (??/??/??)  237.607  (m)          779.55   (f) ADJUSTED    2 0
 JV3167
 JV3167.Superseded values are not recommended for survey control.
 JV3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3167.See file dsdata.txt to determine how the superseded data were derived.
 JV3167
 JV3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ554406(NAD 83)
 JV3167_MARKER: DB = BENCH MARK DISK
 JV3167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3167_STAMPING: P 78 1942
 JV3167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3167+STABILITY: SURFACE MOTION
 JV3167
 JV3167  HISTORY     - Date     Condition        Report By
 JV3167  HISTORY     - 1942     MONUMENTED       CGS
 JV3167
 JV3167                          STATION DESCRIPTION
 JV3167
 JV3167'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3167'5 MI SE FROM CHARLES TOWN.
 JV3167'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 JV3167'AT CHARLES TOWN, JEFFERSON COUNTY, THENCE ABOUT 5.5 MILES
 JV3167'SOUTHWEST ALONG AN OLD COUNTRY ROAD, AT A FARM LANE, ABOUT 60
 JV3167'FEET SOUTH OF A RAIL FENCE CORNER, 21 FEET NORTHWEST OF THE
 JV3167'CENTER LINE OF THE ROAD, 10 FEET SOUTHWEST OF A GATEPOST, AND
 JV3167'0.9 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST PAINTED USBM.
 JV3167'A STANDARD DISK, STAMPED P 78 1942 AND SET IN THE TOP OF A
 JV3167'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0137 ***********************************************************************
 JX0137  DESIGNATION -  P 79
 JX0137  PID         -  JX0137
 JX0137  STATE/COUNTY-  WV/HARRISON
 JX0137  USGS QUAD   -  ROSEMONT (1976)
 JX0137
 JX0137                         *CURRENT SURVEY CONTROL
 JX0137  ___________________________________________________________________
 JX0137* NAD 83(1986)-  39 16 38.     (N)    080 13 40.     (W)     SCALED    
 JX0137* NAVD 88     -       302.771  (meters)     993.34   (feet)  ADJUSTED  
 JX0137  ___________________________________________________________________
 JX0137  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JX0137  DYNAMIC HT  -         302.582 (meters)     992.72  (feet)  COMP
 JX0137  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 JX0137
 JX0137  VERT ORDER  -  FIRST     CLASS II
 JX0137
 JX0137.The horizontal coordinates were scaled from a topographic map and have
 JX0137.an estimated accuracy of +/- 6 seconds.
 JX0137
 JX0137.The orthometric height was determined by differential leveling
 JX0137.and adjusted by the National Geodetic Survey in June 1991..
 JX0137
 JX0137.The geoid height was determined by GEOID03.
 JX0137
 JX0137.The dynamic height is computed by dividing the NAVD 88
 JX0137.geopotential number by the normal gravity value computed on the
 JX0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0137.degrees latitude (g = 980.6199 gals.).
 JX0137
 JX0137.The modeled gravity was interpolated from observed gravity values.
 JX0137
 JX0137;                    North         East    Units  Estimated Accuracy
 JX0137;SPC WV N     -    86,540.      537,210.      MT  (+/- 180 meters Scaled)
 JX0137
 JX0137                          SUPERSEDED SURVEY CONTROL
 JX0137
 JX0137  NGVD 29 (??/??/92)  302.958  (m)          993.95   (f) ADJ UNCH    1 2
 JX0137
 JX0137.Superseded values are not recommended for survey control.
 JX0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0137.See file dsdata.txt to determine how the superseded data were derived.
 JX0137
 JX0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND666478(NAD 83)
 JX0137_MARKER: DB = BENCH MARK DISK
 JX0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0137_SP_SET: BRIDGE
 JX0137_STAMPING: P 79 1943
 JX0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0137
 JX0137  HISTORY     - Date     Condition        Report By
 JX0137  HISTORY     - 1943     MONUMENTED       CGS
 JX0137
 JX0137                          STATION DESCRIPTION
 JX0137
 JX0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0137'1.8 MI E FROM BRIDGEPORT.
 JX0137'1.8 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0137'STATION AT BRIDGEPORT, HARRISON COUNTY, AT BRIDGE 4, IN THE TOP
 JX0137'OF THE SOUTH END OF THE EAST ABUTMENT, 16 FEET SOUTH OF THE
 JX0137'CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 JX0137'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1454 ***********************************************************************
 HX1454  DESIGNATION -  P 8
 HX1454  PID         -  HX1454
 HX1454  STATE/COUNTY-  WV/GILMER
 HX1454  USGS QUAD   -  NORMANTOWN (1987)
 HX1454
 HX1454                         *CURRENT SURVEY CONTROL
 HX1454  ___________________________________________________________________
 HX1454* NAD 83(1986)-  38 51 35.     (N)    080 55 51.     (W)     SCALED    
 HX1454* NAVD 88     -       249.603  (meters)     818.91   (feet)  ADJUSTED  
 HX1454  ___________________________________________________________________
 HX1454  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HX1454  DYNAMIC HT  -         249.441 (meters)     818.37  (feet)  COMP
 HX1454  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 HX1454
 HX1454  VERT ORDER  -  SECOND    CLASS 0
 HX1454
 HX1454.The horizontal coordinates were scaled from a topographic map and have
 HX1454.an estimated accuracy of +/- 6 seconds.
 HX1454
 HX1454.The orthometric height was determined by differential leveling
 HX1454.and adjusted by the National Geodetic Survey in June 1991..
 HX1454
 HX1454.The geoid height was determined by GEOID03.
 HX1454
 HX1454.The dynamic height is computed by dividing the NAVD 88
 HX1454.geopotential number by the normal gravity value computed on the
 HX1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1454.degrees latitude (g = 980.6199 gals.).
 HX1454
 HX1454.The modeled gravity was interpolated from observed gravity values.
 HX1454
 HX1454;                    North         East    Units  Estimated Accuracy
 HX1454;SPC WV S     -   206,420.      606,000.      MT  (+/- 180 meters Scaled)
 HX1454
 HX1454                          SUPERSEDED SURVEY CONTROL
 HX1454
 HX1454  NGVD 29 (??/??/92)  249.771  (m)          819.46   (f) ADJ UNCH    2 0
 HX1454
 HX1454.Superseded values are not recommended for survey control.
 HX1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1454.See file dsdata.txt to determine how the superseded data were derived.
 HX1454
 HX1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND060012(NAD 83)
 HX1454_MARKER: DB = BENCH MARK DISK
 HX1454_SETTING: 80 = SET IN A BOULDER
 HX1454_SP_SET: BOULDER
 HX1454_STAMPING: P 8 1933
 HX1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1454+STABILITY: SURFACE MOTION
 HX1454
 HX1454  HISTORY     - Date     Condition        Report By
 HX1454  HISTORY     - 1933     MONUMENTED       CGS
 HX1454
 HX1454                          STATION DESCRIPTION
 HX1454
 HX1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1454'0.7 MI NE FROM LETTER GAP.
 HX1454'0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HX1454'NORMANTOWN, GILMER COUNTY, 22 YARDS WEST OF THE WEST END OF A
 HX1454'CONCRETE CULVERT OVER WHITE OAK RUN, 8 YARDS SOUTH OF THE
 HX1454'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LARGE MOSS-COVERED
 HX1454'BOULDER, AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 HX1454'STAMPED P 8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0247 ***********************************************************************
 JX0247  DESIGNATION -  P 80
 JX0247  PID         -  JX0247
 JX0247  STATE/COUNTY-  WV/HARRISON
 JX0247  USGS QUAD   -  SALEM (1976)
 JX0247
 JX0247                         *CURRENT SURVEY CONTROL
 JX0247  ___________________________________________________________________
 JX0247* NAD 83(1986)-  39 16 52.     (N)    080 34 23.     (W)     SCALED    
 JX0247* NAVD 88     -       325.197  (meters)    1066.92   (feet)  ADJUSTED  
 JX0247  ___________________________________________________________________
 JX0247  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JX0247  DYNAMIC HT  -         324.993 (meters)    1066.25  (feet)  COMP
 JX0247  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JX0247
 JX0247  VERT ORDER  -  FIRST     CLASS II
 JX0247
 JX0247.The horizontal coordinates were scaled from a topographic map and have
 JX0247.an estimated accuracy of +/- 6 seconds.
 JX0247
 JX0247.The orthometric height was determined by differential leveling
 JX0247.and adjusted by the National Geodetic Survey in June 1991..
 JX0247
 JX0247.The geoid height was determined by GEOID03.
 JX0247
 JX0247.The dynamic height is computed by dividing the NAVD 88
 JX0247.geopotential number by the normal gravity value computed on the
 JX0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0247.degrees latitude (g = 980.6199 gals.).
 JX0247
 JX0247.The modeled gravity was interpolated from observed gravity values.
 JX0247
 JX0247;                    North         East    Units  Estimated Accuracy
 JX0247;SPC WV N     -    87,270.      507,420.      MT  (+/- 180 meters Scaled)
 JX0247
 JX0247                          SUPERSEDED SURVEY CONTROL
 JX0247
 JX0247  NGVD 29 (??/??/92)  325.336  (m)         1067.37   (f) ADJ UNCH    1 2
 JX0247
 JX0247.Superseded values are not recommended for survey control.
 JX0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0247.See file dsdata.txt to determine how the superseded data were derived.
 JX0247
 JX0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND368480(NAD 83)
 JX0247_MARKER: DB = BENCH MARK DISK
 JX0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0247_SP_SET: CULVERT
 JX0247_STAMPING: P 80 1943
 JX0247_MARK LOGO: CGS   
 JX0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0247
 JX0247  HISTORY     - Date     Condition        Report By
 JX0247  HISTORY     - 1943     MONUMENTED       CGS
 JX0247  HISTORY     - 1957     GOOD             NGS
 JX0247  HISTORY     - 1963     GOOD             NGS
 JX0247  HISTORY     - 1983     GOOD             NGS
 JX0247
 JX0247                          STATION DESCRIPTION
 JX0247
 JX0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0247'0.9 MI W FROM SALEM.
 JX0247'0.9 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0247'STATION AT SALEM, IN THE TOP OF A 12-FOOT CONCRETE BOX CULVERT
 JX0247'UNDER TRACK, AT CROSSING OF CROSS STREET, 16 3/4 FEET NORTH OF
 JX0247'NORTH RAIL, 46 FEET NORTHEAST OF CENTER OF CROSSING, 31 FEET
 JX0247'EAST OF CENTER LINE OF STREET, 1 FOOT SOUTH OF NORTH END OF
 JX0247'CULVERT, 3/4 FEET EAST OF WEST SIDE OF CULVERT AND 4 FEET BELOW
 JX0247'LEVEL OF TRACKS.
 JX0247
 JX0247                          STATION RECOVERY (1963)
 JX0247
 JX0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0247'RECOVERED IN GOOD CONDITION.
 JX0247
 JX0247                          STATION RECOVERY (1983)
 JX0247
 JX0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0279 ***********************************************************************
 JX0279  DESIGNATION -  P 81
 JX0279  PID         -  JX0279
 JX0279  STATE/COUNTY-  WV/DODDRIDGE
 JX0279  USGS QUAD   -  PENNSBORO (1987)
 JX0279
 JX0279                         *CURRENT SURVEY CONTROL
 JX0279  ___________________________________________________________________
 JX0279* NAD 83(1986)-  39 16 38.     (N)    080 54 41.     (W)     SCALED    
 JX0279* NAVD 88     -       248.583  (meters)     815.56   (feet)  ADJUSTED  
 JX0279  ___________________________________________________________________
 JX0279  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JX0279  DYNAMIC HT  -         248.428 (meters)     815.05  (feet)  COMP
 JX0279  MODELED GRAV-     979,996.8   (mgal)                       NAVD 88
 JX0279
 JX0279  VERT ORDER  -  FIRST     CLASS II
 JX0279
 JX0279.The horizontal coordinates were scaled from a topographic map and have
 JX0279.an estimated accuracy of +/- 6 seconds.
 JX0279
 JX0279.The orthometric height was determined by differential leveling
 JX0279.and adjusted by the National Geodetic Survey in June 1991..
 JX0279
 JX0279.The geoid height was determined by GEOID03.
 JX0279
 JX0279.The dynamic height is computed by dividing the NAVD 88
 JX0279.geopotential number by the normal gravity value computed on the
 JX0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0279.degrees latitude (g = 980.6199 gals.).
 JX0279
 JX0279.The modeled gravity was interpolated from observed gravity values.
 JX0279
 JX0279;                    North         East    Units  Estimated Accuracy
 JX0279;SPC WV N     -    87,240.      478,230.      MT  (+/- 180 meters Scaled)
 JX0279
 JX0279                          SUPERSEDED SURVEY CONTROL
 JX0279
 JX0279  NGVD 29 (??/??/92)  248.758  (m)          816.13   (f) ADJ UNCH    1 2
 JX0279
 JX0279.Superseded values are not recommended for survey control.
 JX0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0279.See file dsdata.txt to determine how the superseded data were derived.
 JX0279
 JX0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND076475(NAD 83)
 JX0279_MARKER: DB = BENCH MARK DISK
 JX0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0279_SP_SET: SIGNAL BASE
 JX0279_STAMPING: P 81 1943
 JX0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0279
 JX0279  HISTORY     - Date     Condition        Report By
 JX0279  HISTORY     - 1943     MONUMENTED       CGS
 JX0279  HISTORY     - 1958     MARK NOT FOUND   NGS
 JX0279
 JX0279                          STATION DESCRIPTION
 JX0279
 JX0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX0279'3.8 MI E FROM PENNSBORO.
 JX0279'IN DODDRIDGE COUNTY, 3.8 MILES EAST ALONG THE BALTIMORE AND
 JX0279'OHIO RAILROAD FROM THE STATION AT PENNSBORO, RITCHIE COUNTY,
 JX0279'100 FEET WEST OF POLE 337+40, 45 FEET EAST OF THE CENTER OF A
 JX0279'DIRT-ROAD CROSSING, AT BLOCK SIGNAL E 338-00, IN THE TOP OF
 JX0279'THE NORTHWEST CORNER OF THE CONCRETE BASE, 12.5 FEET SOUTH
 JX0279'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT HIGHER THAN THE TRACK.
 JX0279'A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0951 ***********************************************************************
 JX0951  DESIGNATION -  P 82
 JX0951  PID         -  JX0951
 JX0951  STATE/COUNTY-  WV/RITCHIE
 JX0951  USGS QUAD   -  CAIRO (1986)
 JX0951
 JX0951                         *CURRENT SURVEY CONTROL
 JX0951  ___________________________________________________________________
 JX0951* NAD 83(1986)-  39 12 06.     (N)    081 10 43.     (W)     SCALED    
 JX0951* NAVD 88     -       228.264  (meters)     748.90   (feet)  ADJUSTED  
 JX0951  ___________________________________________________________________
 JX0951  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JX0951  DYNAMIC HT  -         228.123 (meters)     748.43  (feet)  COMP
 JX0951  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 JX0951
 JX0951  VERT ORDER  -  FIRST     CLASS II
 JX0951
 JX0951.The horizontal coordinates were scaled from a topographic map and have
 JX0951.an estimated accuracy of +/- 6 seconds.
 JX0951
 JX0951.The orthometric height was determined by differential leveling
 JX0951.and adjusted by the National Geodetic Survey in June 1991..
 JX0951
 JX0951.The geoid height was determined by GEOID03.
 JX0951
 JX0951.The dynamic height is computed by dividing the NAVD 88
 JX0951.geopotential number by the normal gravity value computed on the
 JX0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0951.degrees latitude (g = 980.6199 gals.).
 JX0951
 JX0951.The modeled gravity was interpolated from observed gravity values.
 JX0951
 JX0951;                    North         East    Units  Estimated Accuracy
 JX0951;SPC WV N     -    79,250.      455,020.      MT  (+/- 180 meters Scaled)
 JX0951
 JX0951                          SUPERSEDED SURVEY CONTROL
 JX0951
 JX0951  NGVD 29 (??/??/92)  228.444  (m)          749.49   (f) ADJ UNCH    1 2
 JX0951
 JX0951.Superseded values are not recommended for survey control.
 JX0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0951.See file dsdata.txt to determine how the superseded data were derived.
 JX0951
 JX0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD845391(NAD 83)
 JX0951_MARKER: DB = BENCH MARK DISK
 JX0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0951_SP_SET: SIGNAL BASE
 JX0951_STAMPING: P 82 1943
 JX0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0951
 JX0951  HISTORY     - Date     Condition        Report By
 JX0951  HISTORY     - 1943     MONUMENTED       CGS
 JX0951  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0951
 JX0951                          STATION DESCRIPTION
 JX0951
 JX0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0951'1.4 MI W FROM CAIRO.
 JX0951'ABOUT 1.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0951'THE STATION AT CAIRO, RITCHIE COUNTY, 65 FEET SOUTHEAST OF A
 JX0951'CONCRETE TELEPHONE STATION, AS A SWITCH SIGNAL, IN THE TOP OF
 JX0951'THE SOUTH CORNER OF THE CONCRETE BASE, 12.5 FEET NORTHEAST OF THE
 JX0951'CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 JX0951'DISK, STAMPED P 82 1943.
 JX0951
 JX0951                          STATION RECOVERY (1983)
 JX0951
 JX0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0951'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0981 ***********************************************************************
 JX0981  DESIGNATION -  P 83
 JX0981  PID         -  JX0981
 JX0981  STATE/COUNTY-  WV/WOOD
 JX0981  USGS QUAD   -  KANAWHA (1989)
 JX0981
 JX0981                         *CURRENT SURVEY CONTROL
 JX0981  ___________________________________________________________________
 JX0981* NAD 83(1986)-  39 11 41.     (N)    081 27 24.     (W)     SCALED    
 JX0981* NAVD 88     -       186.775  (meters)     612.78   (feet)  ADJUSTED  
 JX0981  ___________________________________________________________________
 JX0981  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JX0981  DYNAMIC HT  -         186.659 (meters)     612.40  (feet)  COMP
 JX0981  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 JX0981
 JX0981  VERT ORDER  -  FIRST     CLASS II
 JX0981
 JX0981.The horizontal coordinates were scaled from a topographic map and have
 JX0981.an estimated accuracy of +/- 6 seconds.
 JX0981
 JX0981.The orthometric height was determined by differential leveling
 JX0981.and adjusted by the National Geodetic Survey in June 1991..
 JX0981
 JX0981.The geoid height was determined by GEOID03.
 JX0981
 JX0981.The dynamic height is computed by dividing the NAVD 88
 JX0981.geopotential number by the normal gravity value computed on the
 JX0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0981.degrees latitude (g = 980.6199 gals.).
 JX0981
 JX0981.The modeled gravity was interpolated from observed gravity values.
 JX0981
 JX0981;                    North         East    Units  Estimated Accuracy
 JX0981;SPC WV N     -    78,970.      430,990.      MT  (+/- 180 meters Scaled)
 JX0981
 JX0981                          SUPERSEDED SURVEY CONTROL
 JX0981
 JX0981  NGVD 29 (??/??/92)  186.959  (m)          613.38   (f) ADJ UNCH    1 2
 JX0981
 JX0981.Superseded values are not recommended for survey control.
 JX0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0981.See file dsdata.txt to determine how the superseded data were derived.
 JX0981
 JX0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD605384(NAD 83)
 JX0981_MARKER: DB = BENCH MARK DISK
 JX0981_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0981_SP_SET: SIGNAL BASE
 JX0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0981
 JX0981  HISTORY     - Date     Condition        Report By
 JX0981  HISTORY     - UNK      MONUMENTED       CGS
 JX0981  HISTORY     - 1943     GOOD             NGS
 JX0981  HISTORY     - 1963     GOOD             NGS
 JX0981
 JX0981                          STATION DESCRIPTION
 JX0981
 JX0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0981'2.5 MI E FROM DAVISVILLE.
 JX0981'2.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0981'STATION AT DAVISVILLE, WOOD COUNTY, MIDWAY BETWEEN THE
 JX0981'FIRST-AND-SECOND POLES WEST OF POLE 374+10, IN THE TOP OF THE
 JX0981'SOUTHEAST CORNER OF THE CONCRETE BASE, 10.5 FEET NORTH OF THE
 JX0981'CENTERLINE OF THE TRACK, AND ABOUT ONE FOOT LOWER THAN THE
 JX0981'TRACK.
 JX0981
 JX0981                          STATION RECOVERY (1963)
 JX0981
 JX0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0399 ***********************************************************************
 JY0399  DESIGNATION -  P 84
 JY0399  PID         -  JY0399
 JY0399  STATE/COUNTY-  WV/MASON
 JY0399  USGS QUAD   -  POMEROY (1992)
 JY0399
 JY0399                         *CURRENT SURVEY CONTROL
 JY0399  ___________________________________________________________________
 JY0399* NAD 83(1986)-  39 01 34.     (N)    082 01 01.     (W)     SCALED    
 JY0399* NAVD 88     -       174.960  (meters)     574.01   (feet)  ADJUSTED  
 JY0399  ___________________________________________________________________
 JY0399  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JY0399  DYNAMIC HT  -         174.850 (meters)     573.65  (feet)  COMP
 JY0399  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 JY0399
 JY0399  VERT ORDER  -  FIRST     CLASS II
 JY0399
 JY0399.The horizontal coordinates were scaled from a topographic map and have
 JY0399.an estimated accuracy of +/- 6 seconds.
 JY0399
 JY0399.The orthometric height was determined by differential leveling
 JY0399.and adjusted by the National Geodetic Survey in June 1991..
 JY0399
 JY0399.The geoid height was determined by GEOID03.
 JY0399
 JY0399.The dynamic height is computed by dividing the NAVD 88
 JY0399.geopotential number by the normal gravity value computed on the
 JY0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0399.degrees latitude (g = 980.6199 gals.).
 JY0399
 JY0399.The modeled gravity was interpolated from observed gravity values.
 JY0399
 JY0399;                    North         East    Units  Estimated Accuracy
 JY0399;SPC WV S     -   225,370.      511,940.      MT  (+/- 180 meters Scaled)
 JY0399
 JY0399                          SUPERSEDED SURVEY CONTROL
 JY0399
 JY0399  NGVD 29 (??/??/92)  175.160  (m)          574.67   (f) ADJ UNCH    1 2
 JY0399
 JY0399.Superseded values are not recommended for survey control.
 JY0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0399.See file dsdata.txt to determine how the superseded data were derived.
 JY0399
 JY0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD119201(NAD 83)
 JY0399_MARKER: DB = BENCH MARK DISK
 JY0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0399_STAMPING: P 84 1943
 JY0399_MARK LOGO: CGS   
 JY0399_PROJECTION: PROJECTING 15 CENTIMETERS
 JY0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0399+STABILITY: SURFACE MOTION
 JY0399
 JY0399  HISTORY     - Date     Condition        Report By
 JY0399  HISTORY     - 1943     MONUMENTED       CGS
 JY0399  HISTORY     - 1984     GOOD             NGS
 JY0399
 JY0399                          STATION DESCRIPTION
 JY0399
 JY0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JY0399'0.8 MI E FROM MASON CITY.
 JY0399'0.8 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY0399'STATION AT MASON CITY, MASON COUNTY, 62 YARDS WEST ACROSS THE
 JY0399'TRACK FROM POLE 156+30, AT A DIRT-ROAD CROSSING, 25.3 FEET
 JY0399'SOUTH OF THE CENTERLINE OF THE TRACK, 17 FEET WEST OF THE
 JY0399'CENTERLINE OF THE ROAD, 4.5 FEET NORTHEAST OF A GUY-BRACED
 JY0399'POLE, 1.8 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 JY0399'ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED P 84
 JY0399'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 JY0399'ABOVE GROUND.
 JY0399
 JY0399                          STATION RECOVERY (1984)
 JY0399
 JY0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY0399'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 1.2 KM (0.8 MI)
 JY0399'NORTHEAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE IN MASON TO THE
 JY0399'MARK ON THE LEFT, AT A FARM ROAD CROSSING THE BALTIMORE AND OHIO
 JY0399'RAILROAD, 31.40 METERS (103.0 FT) NORTH OF THE CENTERLINE OF THE
 JY0399'HIGHWAY, 5.80 METERS (19.0 FT) WEST OF THE CENTER OF THE FARM ROAD,
 JY0399'6.90 METERS (22.5 FT) SOUTH OF THE SOUTH RAIL OF THE TRACKS.
 JY0399'THE MARK IS 0.18 METERS  S FROM A WITNESS POST.
 JY0399'THE MARK IS 0.30 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1140 ***********************************************************************
 JX1140  DESIGNATION -  P 85
 JX1140  PID         -  JX1140
 JX1140  STATE/COUNTY-  WV/WOOD
 JX1140  USGS QUAD   -  LITTLE HOCKING (1994)
 JX1140
 JX1140                         *CURRENT SURVEY CONTROL
 JX1140  ___________________________________________________________________
 JX1140* NAD 83(1986)-  39 15 31.     (N)    081 40 30.     (W)     SCALED    
 JX1140* NAVD 88     -       195.779  (meters)     642.32   (feet)  ADJUSTED  
 JX1140  ___________________________________________________________________
 JX1140  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JX1140  DYNAMIC HT  -         195.656 (meters)     641.91  (feet)  COMP
 JX1140  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 JX1140
 JX1140  VERT ORDER  -  FIRST     CLASS II
 JX1140
 JX1140.The horizontal coordinates were scaled from a topographic map and have
 JX1140.an estimated accuracy of +/- 6 seconds.
 JX1140
 JX1140.The orthometric height was determined by differential leveling
 JX1140.and adjusted by the National Geodetic Survey in June 1991..
 JX1140
 JX1140.The geoid height was determined by GEOID03.
 JX1140
 JX1140.The dynamic height is computed by dividing the NAVD 88
 JX1140.geopotential number by the normal gravity value computed on the
 JX1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1140.degrees latitude (g = 980.6199 gals.).
 JX1140
 JX1140.The modeled gravity was interpolated from observed gravity values.
 JX1140
 JX1140;                    North         East    Units  Estimated Accuracy
 JX1140;SPC WV N     -    86,490.      412,300.      MT  (+/- 180 meters Scaled)
 JX1140
 JX1140                          SUPERSEDED SURVEY CONTROL
 JX1140
 JX1140  NGVD 29 (??/??/92)  195.971  (m)          642.95   (f) ADJ UNCH    1 2
 JX1140
 JX1140.Superseded values are not recommended for survey control.
 JX1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1140.See file dsdata.txt to determine how the superseded data were derived.
 JX1140
 JX1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD417456(NAD 83)
 JX1140_MARKER: DB = BENCH MARK DISK
 JX1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1140_STAMPING: P 85 1943
 JX1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1140+STABILITY: SURFACE MOTION
 JX1140
 JX1140  HISTORY     - Date     Condition        Report By
 JX1140  HISTORY     - 1943     MONUMENTED       CGS
 JX1140  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1140
 JX1140                          STATION DESCRIPTION
 JX1140
 JX1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX1140'6.4 MI W FROM PARKERSBURG.
 JX1140'6.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1140'ANN STREET STATION AT PARKERSBURG, WOOD COUNTY, ABOUT 1/4 MILE
 JX1140'SOUTHWEST OF THE FLAG STATION AT WASHINGTON, 93.5 FEET EAST ACROSS
 JX1140'THE TRACK FROM POLE 100+1, 45 FEET SOUTHEAST OF THE CENTERLINE OF
 JX1140'THE TRACK, 26 FEET NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD,
 JX1140'2.2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3
 JX1140'FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED P 85
 JX1140'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 JX1140'ABOVE GROUND.
 JX1140
 JX1140                          STATION RECOVERY (1976)
 JX1140
 JX1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1070 ***********************************************************************
 GX1070  DESIGNATION -  P 86
 GX1070  PID         -  GX1070
 GX1070  STATE/COUNTY-  WV/RALEIGH
 GX1070  USGS QUAD   -  ECCLES (1989)
 GX1070
 GX1070                         *CURRENT SURVEY CONTROL
 GX1070  ___________________________________________________________________
 GX1070* NAD 83(1986)-  37 47 00.     (N)    081 16 00.     (W)     SCALED    
 GX1070* NAVD 88     -       634.793  (meters)    2082.65   (feet)  ADJUSTED  
 GX1070  ___________________________________________________________________
 GX1070  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX1070  DYNAMIC HT  -         634.276 (meters)    2080.95  (feet)  COMP
 GX1070  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 GX1070
 GX1070  VERT ORDER  -  SECOND    CLASS 0
 GX1070
 GX1070.The horizontal coordinates were scaled from a topographic map and have
 GX1070.an estimated accuracy of +/- 6 seconds.
 GX1070
 GX1070.The orthometric height was determined by differential leveling
 GX1070.and adjusted by the National Geodetic Survey in June 1991..
 GX1070
 GX1070.The geoid height was determined by GEOID03.
 GX1070
 GX1070.The dynamic height is computed by dividing the NAVD 88
 GX1070.geopotential number by the normal gravity value computed on the
 GX1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1070.degrees latitude (g = 980.6199 gals.).
 GX1070
 GX1070.The modeled gravity was interpolated from observed gravity values.
 GX1070
 GX1070;                    North         East    Units  Estimated Accuracy
 GX1070;SPC WV S     -    86,980.      576,510.      MT  (+/- 180 meters Scaled)
 GX1070
 GX1070                          SUPERSEDED SURVEY CONTROL
 GX1070
 GX1070  NGVD 29 (??/??/92)  634.952  (m)         2083.17   (f) ADJ UNCH    2 0
 GX1070
 GX1070.Superseded values are not recommended for survey control.
 GX1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1070.See file dsdata.txt to determine how the superseded data were derived.
 GX1070
 GX1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB765818(NAD 83)
 GX1070_MARKER: DB = BENCH MARK DISK
 GX1070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1070_SP_SET: BRIDGE
 GX1070_STAMPING: P 86 1960
 GX1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1070
 GX1070  HISTORY     - Date     Condition        Report By
 GX1070  HISTORY     - 1960     MONUMENTED       CGS
 GX1070
 GX1070                          STATION DESCRIPTION
 GX1070
 GX1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1070'1.5 MI SW FROM HARPER.
 GX1070'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE OVERPASS
 GX1070'OVER THE VIRGINIAN RAILWAY AT HARPER, AT ECCLES, ALONG THE
 GX1070'VIRGINIAN RAILWAY, 0.5 MILE SOUTH-SOUTHWEST OF THE POST OFFICE AT
 GX1070'ECCLES, ABOUT 50 YARDS EAST OF THE HIGHWAY, 4 1/2 FEET
 GX1070'WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL AND AT OUTSIDE OF A
 GX1070'CURVE, 73 FEET NORTH-NORTHEAST OF THE CENTER OF CROSSING OF
 GX1070'VIRGINIAN RAILWAY AND A BLACK TOP ROAD, IN TOP OF THE WEST-NORTHWEST
 GX1070'END OF THE LOWER PART OF THE SOUTH-SOUTHWEST CONCRETE ABUTMENT
 GX1070'OF A 10-FOOT RAILWAY BRIDGE OVER A DITCH, AND ABOUT 3 FEET BELOW
 GX1070'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1115 ***********************************************************************
 GX1115  DESIGNATION -  P 87
 GX1115  PID         -  GX1115
 GX1115  STATE/COUNTY-  WV/RALEIGH
 GX1115  USGS QUAD   -  SHADY SPRING (1976)
 GX1115
 GX1115                         *CURRENT SURVEY CONTROL
 GX1115  ___________________________________________________________________
 GX1115* NAD 83(1986)-  37 41 33.     (N)    081 03 56.     (W)     SCALED    
 GX1115* NAVD 88     -       868.668  (meters)    2849.95   (feet)  ADJUSTED  
 GX1115  ___________________________________________________________________
 GX1115  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX1115  DYNAMIC HT  -         867.926 (meters)    2847.52  (feet)  COMP
 GX1115  MODELED GRAV-     979,745.4   (mgal)                       NAVD 88
 GX1115
 GX1115  VERT ORDER  -  SECOND    CLASS 0
 GX1115
 GX1115.The horizontal coordinates were scaled from a topographic map and have
 GX1115.an estimated accuracy of +/- 6 seconds.
 GX1115
 GX1115.The orthometric height was determined by differential leveling
 GX1115.and adjusted by the National Geodetic Survey in June 1991..
 GX1115
 GX1115.The geoid height was determined by GEOID03.
 GX1115
 GX1115.The dynamic height is computed by dividing the NAVD 88
 GX1115.geopotential number by the normal gravity value computed on the
 GX1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1115.degrees latitude (g = 980.6199 gals.).
 GX1115
 GX1115.The modeled gravity was interpolated from observed gravity values.
 GX1115
 GX1115;                    North         East    Units  Estimated Accuracy
 GX1115;SPC WV S     -    76,860.      594,220.      MT  (+/- 180 meters Scaled)
 GX1115
 GX1115                          SUPERSEDED SURVEY CONTROL
 GX1115
 GX1115  NGVD 29 (??/??/92)  868.806  (m)         2850.41   (f) ADJ UNCH    2 0
 GX1115
 GX1115.Superseded values are not recommended for survey control.
 GX1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1115.See file dsdata.txt to determine how the superseded data were derived.
 GX1115
 GX1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB942717(NAD 83)
 GX1115_MARKER: DB = BENCH MARK DISK
 GX1115_SETTING: 80 = SET IN A BOULDER
 GX1115_SP_SET: BOULDER
 GX1115_STAMPING: P 87 1960
 GX1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1115+STABILITY: SURFACE MOTION
 GX1115
 GX1115  HISTORY     - Date     Condition        Report By
 GX1115  HISTORY     - 1960     MONUMENTED       CGS
 GX1115
 GX1115                          STATION DESCRIPTION
 GX1115
 GX1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1115'2.1 MI SE FROM SHADY SPRING.
 GX1115'ABOUT 2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 GX1115'OF U.S. HIGHWAYS 19 AND 21 AT SHADY SPRING, AT WHITE OAK, 0.95
 GX1115'MILE WEST-NORTHWEST OF A CAUSEWAY AND BRIDGE OVER GLADE CREEK
 GX1115'RESERVOIR, 0.15 MILE NORTHWEST OF TOP OF GRADE AND CONCRETE BLOCK
 GX1115'GARAGE AND SUNOCO SERVICE STATION, 28 1/2 FEET NORTHEAST OF THE
 GX1115'CENTER LINE OF THE HIGHWAY, 32 YARDS WEST-SOUTHWEST OF THE
 GX1115'SOUTHWEST CORNER OF A SMALL SCHOOL HOUSE, IN THE WEST CORNER OF
 GX1115'YARD OF WILLIAMS SCHOOL, 5 FEET NORTHEAST OF A FENCE CORNER, 1/2
 GX1115'FOOT SOUTHEAST OF FENCELINE, 8 1/2 FEET SOUTHWEST OF A 16-INCH
 GX1115'WHITE OAK TREE ALONG NORTHEAST-SOUTHWEST FENCE LINE, 35 FEET
 GX1115'SOUTHEAST OF POWER LINE POLE 923 B 29, IN TOP OF THE 4-BY
 GX1115'4 1/2-FOOT EXPOSED PART OF A PARTLY BURIED BOULDER, 1 FOOT SOUTH
 GX1115'OF THE NORTH EDGE OF BOULDER, AND ABOUT 1 FOOT ABOVE THE LEVEL
 GX1115'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0200 ***********************************************************************
 JX0200  DESIGNATION -  P 9 RESET 1963
 JX0200  PID         -  JX0200
 JX0200  STATE/COUNTY-  WV/HARRISON
 JX0200  USGS QUAD   -  MOUNT CLARE (1976)
 JX0200
 JX0200                         *CURRENT SURVEY CONTROL
 JX0200  ___________________________________________________________________
 JX0200* NAD 83(1986)-  39 09 33.     (N)    080 21 19.     (W)     SCALED    
 JX0200* NAVD 88     -       309.42   (meters)    1015.2    (feet)  RESET     
 JX0200  ___________________________________________________________________
 JX0200  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JX0200
 JX0200  VERT ORDER  -  THIRD
 JX0200
 JX0200.The horizontal coordinates were scaled from a topographic map and have
 JX0200.an estimated accuracy of +/- 6 seconds.
 JX0200
 JX0200.The orthometric height was computed from unverified reset data.
 JX0200.No vertical observational check was made to the station.
 JX0200
 JX0200.The geoid height was determined by GEOID03.
 JX0200
 JX0200;                    North         East    Units  Estimated Accuracy
 JX0200;SPC WV N     -    73,530.      526,080.      MT  (+/- 180 meters Scaled)
 JX0200
 JX0200                          SUPERSEDED SURVEY CONTROL
 JX0200
 JX0200  NGVD 29 (??/??/??)  309.60   (m)         1015.7    (f) RESET       3  
 JX0200
 JX0200.Superseded values are not recommended for survey control.
 JX0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0200.See file dsdata.txt to determine how the superseded data were derived.
 JX0200
 JX0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND557346(NAD 83)
 JX0200_MARKER: DD = SURVEY DISK
 JX0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0200_SP_SET: BRIDGE
 JX0200_STAMPING: P 9 RESET 1963
 JX0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0200
 JX0200  HISTORY     - Date     Condition        Report By
 JX0200  HISTORY     - 1963     MONUMENTED       WVHD
 JX0200  HISTORY     - 1964     GOOD             NGS
 JX0200
 JX0200                          STATION DESCRIPTION
 JX0200
 JX0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 JX0200'AT LOST CREEK.
 JX0200'AT LOST CREEK, HARRISON COUNTY, ABOUT 175 FEET NORTH OF BALTIMORE
 JX0200'AND OHIO RAILROAD BRIDGE NO. 13-A, (OVER LOST CREEK) 25 FEET WEST
 JX0200'OF EXISTING HIGHWAY CROSSING OVER THE BALTIMORE AND OHIO
 JX0200'RAILROAD SPUR LINE, AND IN THE TOP OF THE NE WINGWALL OF HIGHWAY
 JX0200'BRIDGE NO. 19, OVER LOST CREEK AND 1 FOOT LOWER THAN TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1040 ***********************************************************************
 JX1040  DESIGNATION -  P 91
 JX1040  PID         -  JX1040
 JX1040  STATE/COUNTY-  WV/WIRT
 JX1040  USGS QUAD   -  ELIZABETH (1975)
 JX1040
 JX1040                         *CURRENT SURVEY CONTROL
 JX1040  ___________________________________________________________________
 JX1040* NAD 83(1986)-  39 03 51.     (N)    081 26 49.     (W)     SCALED    
 JX1040* NAVD 88     -       193.297  (meters)     634.18   (feet)  ADJUSTED  
 JX1040  ___________________________________________________________________
 JX1040  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JX1040  DYNAMIC HT  -         193.174 (meters)     633.77  (feet)  COMP
 JX1040  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 JX1040
 JX1040  VERT ORDER  -  SECOND    CLASS 0
 JX1040
 JX1040.The horizontal coordinates were scaled from a topographic map and have
 JX1040.an estimated accuracy of +/- 6 seconds.
 JX1040
 JX1040.The orthometric height was determined by differential leveling
 JX1040.and adjusted by the National Geodetic Survey in June 1991..
 JX1040
 JX1040.The geoid height was determined by GEOID03.
 JX1040
 JX1040.The dynamic height is computed by dividing the NAVD 88
 JX1040.geopotential number by the normal gravity value computed on the
 JX1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1040.degrees latitude (g = 980.6199 gals.).
 JX1040
 JX1040.The modeled gravity was interpolated from observed gravity values.
 JX1040
 JX1040;                    North         East    Units  Estimated Accuracy
 JX1040;SPC WV N     -    64,460.      431,510.      MT  (+/- 180 meters Scaled)
 JX1040
 JX1040                          SUPERSEDED SURVEY CONTROL
 JX1040
 JX1040  NGVD 29 (??/??/92)  193.475  (m)          634.76   (f) ADJ UNCH    2 0
 JX1040
 JX1040.Superseded values are not recommended for survey control.
 JX1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1040.See file dsdata.txt to determine how the superseded data were derived.
 JX1040
 JX1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD613239(NAD 83)
 JX1040_MARKER: DB = BENCH MARK DISK
 JX1040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1040_SP_SET: BRIDGE
 JX1040_STAMPING: P 91 1956
 JX1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1040
 JX1040  HISTORY     - Date     Condition        Report By
 JX1040  HISTORY     - 1956     MONUMENTED       CGS
 JX1040
 JX1040                          STATION DESCRIPTION
 JX1040
 JX1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1040'3.7 MI W FROM ELIZABETH.
 JX1040'0.75 MILE WEST ALONG STATE HIGHWAY 14 FROM THE COURT HOUSE AT
 JX1040'ELIZABETH, THENCE ABOUT 2.95 MILES SOUTHWEST AND WEST ALONG A
 JX1040'BLACK TOP ROAD (TUCKER CREEK ROAD), 12 FEET NORTHWEST OF CENTER
 JX1040'LINE OF ROAD, 22 FEET SOUTHWEST OF CENTER LINE OF A DRIVE
 JX1040'NORTHWEST TO A FARM HOUSE, IN THE TOP AND ONE STEP DOWN FROM
 JX1040'TOP OF THE NORTHWEST END OF THE NORTHEAST STONE MASONRY ABUTMENT
 JX1040'OF AN 8-FOOT WOODEN DECK BRIDGE OVER SMALL CREEK BRANCH AND
 JX1040'ABOUT 1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2691 ***********************************************************************
 HX2691  DESIGNATION -  P 92
 HX2691  PID         -  HX2691
 HX2691  STATE/COUNTY-  WV/WIRT
 HX2691  USGS QUAD   -  LIVERPOOL (1975)
 HX2691
 HX2691                         *CURRENT SURVEY CONTROL
 HX2691  ___________________________________________________________________
 HX2691* NAD 83(1986)-  38 58 37.     (N)    081 31 47.     (W)     SCALED    
 HX2691* NAVD 88     -       323.615  (meters)    1061.73   (feet)  ADJUSTED  
 HX2691  ___________________________________________________________________
 HX2691  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HX2691  DYNAMIC HT  -         323.409 (meters)    1061.05  (feet)  COMP
 HX2691  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 HX2691
 HX2691  VERT ORDER  -  SECOND    CLASS 0
 HX2691
 HX2691.The horizontal coordinates were scaled from a topographic map and have
 HX2691.an estimated accuracy of +/- 6 seconds.
 HX2691
 HX2691.The orthometric height was determined by differential leveling
 HX2691.and adjusted by the National Geodetic Survey in June 1991..
 HX2691
 HX2691.The geoid height was determined by GEOID03.
 HX2691
 HX2691.The dynamic height is computed by dividing the NAVD 88
 HX2691.geopotential number by the normal gravity value computed on the
 HX2691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2691.degrees latitude (g = 980.6199 gals.).
 HX2691
 HX2691.The modeled gravity was interpolated from observed gravity values.
 HX2691
 HX2691;                    North         East    Units  Estimated Accuracy
 HX2691;SPC WV N     -    54,940.      424,130.      MT  (+/- 180 meters Scaled)
 HX2691
 HX2691                          SUPERSEDED SURVEY CONTROL
 HX2691
 HX2691  NGVD 29 (??/??/92)  323.790  (m)         1062.30   (f) ADJ UNCH    2 0
 HX2691
 HX2691.Superseded values are not recommended for survey control.
 HX2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2691.See file dsdata.txt to determine how the superseded data were derived.
 HX2691
 HX2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD541143(NAD 83)
 HX2691_MARKER: DB = BENCH MARK DISK
 HX2691_SETTING: 66 = SET IN ROCK OUTCROP
 HX2691_SP_SET: ROCK CUT
 HX2691_STAMPING: P 92 1956
 HX2691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2691+STABILITY: POSITION/ELEVATION WELL
 HX2691
 HX2691  HISTORY     - Date     Condition        Report By
 HX2691  HISTORY     - 1956     MONUMENTED       CGS
 HX2691
 HX2691                          STATION DESCRIPTION
 HX2691
 HX2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2691'4.6 MI S FROM WINDY.
 HX2691'ABOUT 4.65 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX2691'AND ROAD JUNCTION AT WINDY, ABOUT 0.25 MILE NORTHEAST OF UNION
 HX2691'CHAPEL METHODIST CHURCH AND CEMETERY, ABOUT 0.4 MILE SOUTH OF
 HX2691'JUNCTION OF A ROAD LEADING SOUTHEAST AND DOWN HILL, 13 FEET
 HX2691'SOUTHEAST OF CENTER LINE OF ROAD, 151 FEET NORTHEAST AND UPHILL
 HX2691'FROM CENTER OF STEPS LEADING SOUTHEAST TO A FARM HOUSE, SET
 HX2691'VERTICALLY ABOUT 3 FEET ABOVE BOTTOM OF DITCH IN THE NORTHWEST
 HX2691'FACE OF ROCK IN A CUT, AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1745 ***********************************************************************
 HX1745  DESIGNATION -  P 93
 HX1745  PID         -  HX1745
 HX1745  STATE/COUNTY-  WV/ROANE
 HX1745  USGS QUAD   -  PENIEL (1957)
 HX1745
 HX1745                         *CURRENT SURVEY CONTROL
 HX1745  ___________________________________________________________________
 HX1745* NAD 83(1986)-  38 49 45.     (N)    081 28 38.     (W)     SCALED    
 HX1745* NAVD 88     -       231.804  (meters)     760.51   (feet)  ADJUSTED  
 HX1745  ___________________________________________________________________
 HX1745  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HX1745  DYNAMIC HT  -         231.652 (meters)     760.01  (feet)  COMP
 HX1745  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 HX1745
 HX1745  VERT ORDER  -  SECOND    CLASS 0
 HX1745
 HX1745.The horizontal coordinates were scaled from a topographic map and have
 HX1745.an estimated accuracy of +/- 6 seconds.
 HX1745
 HX1745.The orthometric height was determined by differential leveling
 HX1745.and adjusted by the National Geodetic Survey in June 1991..
 HX1745
 HX1745.The geoid height was determined by GEOID03.
 HX1745
 HX1745.The dynamic height is computed by dividing the NAVD 88
 HX1745.geopotential number by the normal gravity value computed on the
 HX1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1745.degrees latitude (g = 980.6199 gals.).
 HX1745
 HX1745.The modeled gravity was interpolated from observed gravity values.
 HX1745
 HX1745;                    North         East    Units  Estimated Accuracy
 HX1745;SPC WV S     -   203,130.      558,560.      MT  (+/- 180 meters Scaled)
 HX1745
 HX1745                          SUPERSEDED SURVEY CONTROL
 HX1745
 HX1745  NGVD 29 (??/??/92)  231.974  (m)          761.07   (f) ADJ UNCH    2 0
 HX1745
 HX1745.Superseded values are not recommended for survey control.
 HX1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1745.See file dsdata.txt to determine how the superseded data were derived.
 HX1745
 HX1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC585979(NAD 83)
 HX1745_MARKER: DB = BENCH MARK DISK
 HX1745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1745_SP_SET: CULVERT
 HX1745_STAMPING: P 93 1956
 HX1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1745
 HX1745  HISTORY     - Date     Condition        Report By
 HX1745  HISTORY     - 1956     MONUMENTED       CGS
 HX1745  HISTORY     - 1976     GOOD             NGS
 HX1745
 HX1745                          STATION DESCRIPTION
 HX1745
 HX1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1745'0.6 MI W FROM PENIEL.
 HX1745'ABOUT 0.55 MILE WEST ALONG U.S. HIGHWAY 33 FROM THE JUNCTION OF
 HX1745'ROAD SOUTH AT PENIEL, ABOUT 0.7 MILE WEST OF HIGHWAY BRIDGE OVER
 HX1745'MIDDLE FORK OF REEDY CREEK AT PENIEL, IN THE TOP OF WEST END
 HX1745'OF NORTH HEAD WALL OF A 6-FOOT CONCRETE CULVERT UNDER HIGHWAY,
 HX1745'22 FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT 3 1/2 FEET
 HX1745'BELOW LEVEL OF HIGHWAY.
 HX1745
 HX1745                          STATION RECOVERY (1976)
 HX1745
 HX1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2517 ***********************************************************************
 HX2517  DESIGNATION -  P 94
 HX2517  PID         -  HX2517
 HX2517  STATE/COUNTY-  WV/ROANE
 HX2517  USGS QUAD   -  KENTUCK (1975)
 HX2517
 HX2517                         *CURRENT SURVEY CONTROL
 HX2517  ___________________________________________________________________
 HX2517* NAD 83(1986)-  38 40 00.     (N)    081 31 59.     (W)     SCALED    
 HX2517* NAVD 88     -       239.943  (meters)     787.21   (feet)  ADJUSTED  
 HX2517  ___________________________________________________________________
 HX2517  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HX2517  DYNAMIC HT  -         239.782 (meters)     786.68  (feet)  COMP
 HX2517  MODELED GRAV-     979,951.1   (mgal)                       NAVD 88
 HX2517
 HX2517  VERT ORDER  -  SECOND    CLASS 0
 HX2517
 HX2517.The horizontal coordinates were scaled from a topographic map and have
 HX2517.an estimated accuracy of +/- 6 seconds.
 HX2517
 HX2517.The orthometric height was determined by differential leveling
 HX2517.and adjusted by the National Geodetic Survey in June 1991..
 HX2517
 HX2517.The geoid height was determined by GEOID03.
 HX2517
 HX2517.The dynamic height is computed by dividing the NAVD 88
 HX2517.geopotential number by the normal gravity value computed on the
 HX2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2517.degrees latitude (g = 980.6199 gals.).
 HX2517
 HX2517.The modeled gravity was interpolated from observed gravity values.
 HX2517
 HX2517;                    North         East    Units  Estimated Accuracy
 HX2517;SPC WV S     -   185,120.      553,610.      MT  (+/- 180 meters Scaled)
 HX2517
 HX2517                          SUPERSEDED SURVEY CONTROL
 HX2517
 HX2517  NGVD 29 (??/??/92)  240.118  (m)          787.79   (f) ADJ UNCH    2 0
 HX2517
 HX2517.Superseded values are not recommended for survey control.
 HX2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2517.See file dsdata.txt to determine how the superseded data were derived.
 HX2517
 HX2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC536799(NAD 83)
 HX2517_MARKER: DB = BENCH MARK DISK
 HX2517_SETTING: 80 = SET IN A BOULDER
 HX2517_SP_SET: BOULDER
 HX2517_STAMPING: P 94 1956
 HX2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2517+STABILITY: SURFACE MOTION
 HX2517
 HX2517  HISTORY     - Date     Condition        Report By
 HX2517  HISTORY     - 1956     MONUMENTED       CGS
 HX2517
 HX2517                          STATION DESCRIPTION
 HX2517
 HX2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2517'4.7 MI SW FROM HARMONY.
 HX2517'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 HX2517'OVER COX FORK AT HARMONY, THENCE ABOUT 1.1 MILES NORTHWEST
 HX2517'ALONG A GRAVEL ROAD, THENCE ABOUT 2.45 MILES SOUTHWEST ALONG A
 HX2517'ROAD LEADING THRU HIGBY RUN, THENCE ABOUT 0.15 MILE NORTHWEST
 HX2517'ALONG A GRAVEL ROAD FOLLOWING RIDGE, THENCE ABOUT 0.8 MILE
 HX2517'SOUTHWEST ALONG A DIRT ROAD, ABOUT 100 YARDS WEST OF A SMALL
 HX2517'FRAME HOUSE, 33 FEET NORTH OF CENTER LINE OF DIRT ROAD, 13 FEET
 HX2517'NORTH OF A WIRE FENCE, 28 FEET WEST OF NORTHWEST CORNER OF A
 HX2517'SMALL WOODEN SHED, SET VERTICALLY 1.3 FEET ABOVE GROUND IN THE
 HX2517'SOUTH FACE OF A LARGE SLANTING EMBEDDED BOULDER PROJECTING OUT OF
 HX2517'HILL SIDE, AND ABOUT 5 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1801 ***********************************************************************
 HX1801  DESIGNATION -  P 95
 HX1801  PID         -  HX1801
 HX1801  STATE/COUNTY-  WV/KANAWHA
 HX1801  USGS QUAD   -  KETTLE (1975)
 HX1801
 HX1801                         *CURRENT SURVEY CONTROL
 HX1801  ___________________________________________________________________
 HX1801* NAD 83(1986)-  38 31 47.     (N)    081 29 53.     (W)     SCALED    
 HX1801* NAVD 88     -       228.501  (meters)     749.67   (feet)  ADJUSTED  
 HX1801  ___________________________________________________________________
 HX1801  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HX1801  DYNAMIC HT  -         228.345 (meters)     749.16  (feet)  COMP
 HX1801  MODELED GRAV-     979,938.9   (mgal)                       NAVD 88
 HX1801
 HX1801  VERT ORDER  -  SECOND    CLASS 0
 HX1801
 HX1801.The horizontal coordinates were scaled from a topographic map and have
 HX1801.an estimated accuracy of +/- 6 seconds.
 HX1801
 HX1801.The orthometric height was determined by differential leveling
 HX1801.and adjusted by the National Geodetic Survey in June 1991..
 HX1801
 HX1801.The geoid height was determined by GEOID03.
 HX1801
 HX1801.The dynamic height is computed by dividing the NAVD 88
 HX1801.geopotential number by the normal gravity value computed on the
 HX1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1801.degrees latitude (g = 980.6199 gals.).
 HX1801
 HX1801.The modeled gravity was interpolated from observed gravity values.
 HX1801
 HX1801;                    North         East    Units  Estimated Accuracy
 HX1801;SPC WV S     -   169,900.      556,570.      MT  (+/- 180 meters Scaled)
 HX1801
 HX1801                          SUPERSEDED SURVEY CONTROL
 HX1801
 HX1801  NGVD 29 (??/??/92)  228.677  (m)          750.25   (f) ADJ UNCH    2 0
 HX1801
 HX1801.Superseded values are not recommended for survey control.
 HX1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1801.See file dsdata.txt to determine how the superseded data were derived.
 HX1801
 HX1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC565647(NAD 83)
 HX1801_MARKER: DB = BENCH MARK DISK
 HX1801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1801_SP_SET: BRIDGE
 HX1801_STAMPING: P 95 1956
 HX1801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1801
 HX1801  HISTORY     - Date     Condition        Report By
 HX1801  HISTORY     - 1956     MONUMENTED       CGS
 HX1801
 HX1801                          STATION DESCRIPTION
 HX1801
 HX1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1801'2.4 MI NW FROM FRAME.
 HX1801'0.6 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX1801'AND STORE AT FRAME, THENCE ABOUT 1.75 MILES NORTHWEST ALONG A
 HX1801'GRAVEL ROAD LEADING TO KETTLE, IN THE TOP OF THE NORTH END OF
 HX1801'WEST HEAD WALL OF AN 11-FOOT CONCRETE AND STONE BRIDGE OVER A
 HX1801'CREEK BRANCH, 11 FEET WEST OF CENTER LINE OF ROAD AND ABOUT
 HX1801'3/4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2073 ***********************************************************************
 HX2073  DESIGNATION -  P 96
 HX2073  PID         -  HX2073
 HX2073  STATE/COUNTY-  WV/KANAWHA
 HX2073  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2073
 HX2073                         *CURRENT SURVEY CONTROL
 HX2073  ___________________________________________________________________
 HX2073* NAD 83(1986)-  38 22 10.     (N)    081 35 47.     (W)     SCALED    
 HX2073* NAVD 88     -       291.635  (meters)     956.81   (feet)  ADJUSTED  
 HX2073  ___________________________________________________________________
 HX2073  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HX2073  DYNAMIC HT  -         291.428 (meters)     956.13  (feet)  COMP
 HX2073  MODELED GRAV-     979,914.7   (mgal)                       NAVD 88
 HX2073
 HX2073  VERT ORDER  -  SECOND    CLASS 0
 HX2073
 HX2073.This mark is at Yeager Airport (CRW)
 HX2073
 HX2073.The horizontal coordinates were scaled from a topographic map and have
 HX2073.an estimated accuracy of +/- 6 seconds.
 HX2073
 HX2073.The orthometric height was determined by differential leveling
 HX2073.and adjusted by the National Geodetic Survey in June 1991..
 HX2073
 HX2073.The geoid height was determined by GEOID03.
 HX2073
 HX2073.The dynamic height is computed by dividing the NAVD 88
 HX2073.geopotential number by the normal gravity value computed on the
 HX2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2073.degrees latitude (g = 980.6199 gals.).
 HX2073
 HX2073.The modeled gravity was interpolated from observed gravity values.
 HX2073
 HX2073;                    North         East    Units  Estimated Accuracy
 HX2073;SPC WV S     -   152,160.      547,890.      MT  (+/- 180 meters Scaled)
 HX2073
 HX2073                          SUPERSEDED SURVEY CONTROL
 HX2073
 HX2073  NGVD 29 (??/??/92)  291.827  (m)          957.44   (f) ADJ UNCH    2 0
 HX2073
 HX2073.Superseded values are not recommended for survey control.
 HX2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2073.See file dsdata.txt to determine how the superseded data were derived.
 HX2073
 HX2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC479469(NAD 83)
 HX2073_MARKER: DB = BENCH MARK DISK
 HX2073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2073_SP_SET: FLAGPOLE FOUNDATION
 HX2073_STAMPING: P 96 1956
 HX2073_MARK LOGO: CGS   
 HX2073_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2073+STABILITY: SURFACE MOTION
 HX2073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2073+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 HX2073
 HX2073  HISTORY     - Date     Condition        Report By
 HX2073  HISTORY     - 1956     MONUMENTED       CGS
 HX2073  HISTORY     - 1971     GOOD             NGS
 HX2073  HISTORY     - 1975     GOOD             NGS
 HX2073  HISTORY     - 19960620 MARK NOT FOUND   NGS
 HX2073
 HX2073                          STATION DESCRIPTION
 HX2073
 HX2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2073'4 MI NE FROM CHARLESTON.
 HX2073'ABOUT 4 MILES NORTHEAST OF CHARLESTON, AT KANAWAH COUNTY
 HX2073'AIRPORT, 45 YARDS SOUTH OF CENTER OF SOUTH FACE OF 4-STORY
 HX2073'CONCRETE ADMINISTRATION BUILDING, IN THE TOP AND 3/4 FEET
 HX2073'NORTH-NORTHEAST OF SOUTH-SOUTHWEST EDGE OF CIRCULAR CONCRETE
 HX2073'FOUNDATION FOR FLAG POLE.
 HX2073
 HX2073                          STATION RECOVERY (1971)
 HX2073
 HX2073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HX2073'RECOVERED IN GOOD CONDITION.
 HX2073
 HX2073                          STATION RECOVERY (1975)
 HX2073
 HX2073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HX2073'RECOVERED IN GOOD CONDITION.
 HX2073
 HX2073                          STATION RECOVERY (1996)
 HX2073
 HX2073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HX2073'NOT RECOVERED. A 1984 RESET IN FLAGPOLE BASE RECOVERED INSTEAD.
 HX2073'BELIEVED DESTROYED BY REPLACEMENT OF BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2213 ***********************************************************************
 AE2213  SACS        -  This is a Secondary Airport Control Station.
 AE2213  DESIGNATION -  P 96 RESET
 AE2213  PID         -  AE2213
 AE2213  STATE/COUNTY-  WV/KANAWHA
 AE2213  USGS QUAD   -  CHARLESTON EAST (1976)
 AE2213
 AE2213                         *CURRENT SURVEY CONTROL
 AE2213  ___________________________________________________________________
 AE2213* NAD 83(1995)-  38 22 08.82927(N)    081 35 49.43629(W)     ADJUSTED  
 AE2213* NAVD 88     -       286.10   (meters)     938.6    (feet)  GPS OBS   
 AE2213  ___________________________________________________________________
 AE2213  X           -     731,735.063 (meters)                     COMP
 AE2213  Y           -  -4,953,544.667 (meters)                     COMP
 AE2213  Z           -   3,937,806.039 (meters)                     COMP
 AE2213  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 AE2213  ELLIP HEIGHT-         252.92  (meters)          (01/16/02) GPS OBS
 AE2213  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AE2213
 AE2213  HORZ ORDER  -  FIRST
 AE2213  ELLP ORDER  -  FOURTH    CLASS II
 AE2213
 AE2213.This mark is at Yeager Airport (CRW)
 AE2213
 AE2213.The horizontal coordinates were established by GPS observations
 AE2213.and adjusted by the National Geodetic Survey in August 1997..
 AE2213
 AE2213.The orthometric height was determined by GPS observations and a
 AE2213.high-resolution geoid model.
 AE2213
 AE2213.GPS derived orthometric heights for airport stations designated as
 AE2213.PACS or SACS are published to 2 decimal places.  This maintains
 AE2213.centimeter relative accuracy between the PACS and SACS.  It does
 AE2213.not indicate centimeter accuracy relative to other marks which are
 AE2213.part of the NAVD 88 network.
 AE2213
 AE2213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2213
 AE2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2213
 AE2213.The ellipsoidal height was determined by GPS observations
 AE2213.and is referenced to NAD 83.
 AE2213
 AE2213.The geoid height was determined by GEOID03.
 AE2213
 AE2213;                    North         East     Units Scale Factor Converg.
 AE2213;SPC WV S     -   152,125.353   547,826.170   MT  0.99993085   -0 22 08.8
 AE2213;UTM  17      - 4,246,939.548   447,842.854   MT  0.99963350   -0 22 14.2
 AE2213
 AE2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2213!SPC WV S     -   0.99996032  x   0.99993085  =   0.99989117
 AE2213!UTM  17      -   0.99996032  x   0.99963350  =   0.99959383
 AE2213
 AE2213                          SUPERSEDED SURVEY CONTROL
 AE2213
 AE2213  ELLIP H (08/27/97)  252.96   (m)                       GP(       ) 4 2
 AE2213
 AE2213.Superseded values are not recommended for survey control.
 AE2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2213.See file dsdata.txt to determine how the superseded data were derived.
 AE2213
 AE2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4784346940(NAD 83)
 AE2213_MARKER: DV = VERTICAL CONTROL DISK
 AE2213_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE2213+WITH SETTING: PAVEMENT
 AE2213_SP_SET: FLAGPOLE FOUNDATION
 AE2213_STAMPING: P 96 RESET 1984
 AE2213_MARK LOGO: NGS   
 AE2213_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2213+STABILITY: SURFACE MOTION
 AE2213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2213+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 AE2213
 AE2213  HISTORY     - Date     Condition        Report By
 AE2213  HISTORY     - 1984     MONUMENTED       NGS
 AE2213  HISTORY     - 19960620 GOOD             NGS
 AE2213
 AE2213                          STATION DESCRIPTION
 AE2213
 AE2213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AE2213'NOTE--A TEMPORARY BADGE IS REQUIRED FOR ANYONE VISITING THE AIRFIELD.
 AE2213'IT CAN BE OBTAINED AT THE TERMINAL AT THE TIME OF OBSERVATIONS.  THE
 AE2213'STATION IS LOCATED ABOUT 1 KM (0.60 MI) SOUTHEAST OF INTERSTATE
 AE2213'HIGHWAY 79, ON THE NORTHEAST SIDE OF CHARLESTON, IN A TRIANGLE FORMED
 AE2213'BY THE INTERSECTION OF THE ROAD FROM THE TERMINAL, THE ROAD FROM SHORT
 AE2213'TERM PARKING AND THE SOUTHWEST SIDE OF THE SHORT TERM PARKING LOT.
 AE2213'OWNERSHIP--CENTRAL WEST VIRGINIA REGIONAL AIRPORT AUTHORITY, YEAGER
 AE2213'AIRPORT, 100 AIRPORT ROAD, CHARLESTON, WV 25311.  AIRPORT DIRECTOR IS
 AE2213'JEFFREY D.  DUBAR, PHONE 304-344-8033.  ASSISTANT MANAGER IS DENNY
 AE2213'HUFFMAN AND SUPPORT SERVICE MANAGER IS BRIAN BELCHER, PHONE
 AE2213'304-345-9176.  CONTACT ONE OF THEM AT LEAST ONE DAY IN ADVANCE TO
 AE2213'ARRANGE FOR AN ESCORT TO THIS STATION.  TO REACH FROM THE UNDERPASS AT
 AE2213'THE JUNCTION OF INTERSTATE HIGHWAY 77 AND STATE HIGHWAY 114
 AE2213'(GREENBRIER STREET) (EXIT 99) IN EAST CHARLESTON, GO NORTHEAST ON
 AE2213'HIGHWAY 114 FOR 2.4 KM (1.50 MI) TO A PAVED Y-JUNCTION.  BEAR LEFT,
 AE2213'NORTHERLY, ON AIRPORT ROAD FOR 1.62 KM (1.00 MI) TO A PAVED Y-JUNCTION
 AE2213'AND THE STATION ON THE LEFT.  THE STATION IS SET IN FLUSH IN THE TOP
 AE2213'OF THE NORTHEAST SIDE OF THE CONCRETE BASE OF A FLAGPOLE SET 15 CM
 AE2213'ABOVE GROUND.  IT IS 6.5 M (21.3 FT) SOUTHEAST OF THE CENTER OF THE
 AE2213'ROAD FROM THE TERMINAL, 6.4 M (21.0 FT) NORTHWEST OF THE CENTER OF THE
 AE2213'ROAD FROM SHORT TERM PARKING, AND 0.8 M (2.6 FT) NE OF FLAGPOLE.
 AE2213'DESCRIBED BY D.G.  AUG.  NO LEVELING DATA AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2558 ***********************************************************************
 HX2558  DESIGNATION -  P 97
 HX2558  PID         -  HX2558
 HX2558  STATE/COUNTY-  WV/KANAWHA
 HX2558  USGS QUAD   -  ROMANCE (1975)
 HX2558
 HX2558                         *CURRENT SURVEY CONTROL
 HX2558  ___________________________________________________________________
 HX2558* NAD 83(1986)-  38 34 30.     (N)    081 31 57.     (W)     SCALED    
 HX2558* NAVD 88     -       202.338  (meters)     663.84   (feet)  ADJUSTED  
 HX2558  ___________________________________________________________________
 HX2558  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HX2558  DYNAMIC HT  -         202.200 (meters)     663.38  (feet)  COMP
 HX2558  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 HX2558
 HX2558  VERT ORDER  -  SECOND    CLASS 0
 HX2558
 HX2558.The horizontal coordinates were scaled from a topographic map and have
 HX2558.an estimated accuracy of +/- 6 seconds.
 HX2558
 HX2558.The orthometric height was determined by differential leveling
 HX2558.and adjusted by the National Geodetic Survey in June 1991..
 HX2558
 HX2558.The geoid height was determined by GEOID03.
 HX2558
 HX2558.The dynamic height is computed by dividing the NAVD 88
 HX2558.geopotential number by the normal gravity value computed on the
 HX2558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2558.degrees latitude (g = 980.6199 gals.).
 HX2558
 HX2558.The modeled gravity was interpolated from observed gravity values.
 HX2558
 HX2558;                    North         East    Units  Estimated Accuracy
 HX2558;SPC WV S     -   174,940.      553,600.      MT  (+/- 180 meters Scaled)
 HX2558
 HX2558                          SUPERSEDED SURVEY CONTROL
 HX2558
 HX2558  NGVD 29 (??/??/92)  202.516  (m)          664.42   (f) ADJ UNCH    2 0
 HX2558
 HX2558.Superseded values are not recommended for survey control.
 HX2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2558.See file dsdata.txt to determine how the superseded data were derived.
 HX2558
 HX2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC536697(NAD 83)
 HX2558_MARKER: DB = BENCH MARK DISK
 HX2558_SETTING: 66 = SET IN ROCK OUTCROP
 HX2558_SP_SET: ROCK LEDGE
 HX2558_STAMPING: P 97 1956
 HX2558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2558+STABILITY: POSITION/ELEVATION WELL
 HX2558
 HX2558  HISTORY     - Date     Condition        Report By
 HX2558  HISTORY     - 1956     MONUMENTED       CGS
 HX2558
 HX2558                          STATION DESCRIPTION
 HX2558
 HX2558'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2558'9.4 MI NE FROM SISSONVILLE.
 HX2558'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2558'AT SISSIONVILLE, THENCE ABOUT 5.2 MILES EAST AND NORTHEAST
 HX2558'ALONG A BLACK TOP ROAD, THENCE ABOUT 2.85 MILES NORTHEAST ALONG
 HX2558'A DIRT ROAD FOLLOWING POCATALICO RIVER, ABOUT 0.9 MILE SOUTHWEST
 HX2558'OF A WOODEN DECK BRIDGE OVER CAMP CREEK AND JUNCTION OF A ROAD
 HX2558'LEADING NORTH ALONG CAMP CREEK, ABOUT 0.45 MILE SOUTHEAST OF THE
 HX2558'TOP OF A GRADE AND DRIVE NORTH TO A CHURCH, SET VERTICALLY ABOUT
 HX2558'2 FEET ABOVE GROUND IN THE SOUTHWEST FACE OF A LONG ROCK LEDGE,
 HX2558'25 FEET NORTHEAST OF CENTER LINE OF ROAD, 13 FEET NORTHEAST
 HX2558'OF A WIRE FENCE, 3 FEET NORTHWEST OF SOUTHEAST END OF ROCK LEDGE,
 HX2558'14 FEET EAST OF A 12-INCH MAPLE TREE WHICH IS IN A FENCE LINE,
 HX2558'AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2578 ***********************************************************************
 HX2578  DESIGNATION -  P 98
 HX2578  PID         -  HX2578
 HX2578  STATE/COUNTY-  WV/KANAWHA
 HX2578  USGS QUAD   -  SISSONVILLE (1958)
 HX2578
 HX2578                         *CURRENT SURVEY CONTROL
 HX2578  ___________________________________________________________________
 HX2578* NAD 83(1986)-  38 31 21.     (N)    081 42 07.     (W)     SCALED    
 HX2578* NAVD 88     -       209.994  (meters)     688.96   (feet)  ADJUSTED  
 HX2578  ___________________________________________________________________
 HX2578  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HX2578  DYNAMIC HT  -         209.850 (meters)     688.48  (feet)  COMP
 HX2578  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 HX2578
 HX2578  VERT ORDER  -  SECOND    CLASS 0
 HX2578
 HX2578.The horizontal coordinates were scaled from a topographic map and have
 HX2578.an estimated accuracy of +/- 6 seconds.
 HX2578
 HX2578.The orthometric height was determined by differential leveling
 HX2578.and adjusted by the National Geodetic Survey in June 1991..
 HX2578
 HX2578.The geoid height was determined by GEOID03.
 HX2578
 HX2578.The dynamic height is computed by dividing the NAVD 88
 HX2578.geopotential number by the normal gravity value computed on the
 HX2578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2578.degrees latitude (g = 980.6199 gals.).
 HX2578
 HX2578.The modeled gravity was interpolated from observed gravity values.
 HX2578
 HX2578;                    North         East    Units  Estimated Accuracy
 HX2578;SPC WV S     -   169,210.      538,790.      MT  (+/- 180 meters Scaled)
 HX2578
 HX2578                          SUPERSEDED SURVEY CONTROL
 HX2578
 HX2578  NGVD 29 (??/??/92)  210.182  (m)          689.57   (f) ADJ UNCH    2 0
 HX2578
 HX2578.Superseded values are not recommended for survey control.
 HX2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2578.See file dsdata.txt to determine how the superseded data were derived.
 HX2578
 HX2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC388640(NAD 83)
 HX2578_MARKER: DB = BENCH MARK DISK
 HX2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2578_STAMPING: P 98 1956
 HX2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2578+STABILITY: SURFACE MOTION
 HX2578
 HX2578  HISTORY     - Date     Condition        Report By
 HX2578  HISTORY     - 1956     MONUMENTED       CGS
 HX2578
 HX2578                          STATION DESCRIPTION
 HX2578
 HX2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2578'7.4 MI W FROM SISSONVILLE.
 HX2578'ABOUT 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 21 FROM THE HIGH
 HX2578'SCHOOL AT SISSONVILLE, THENCE ABOUT 3.0 MILES NORTHWEST AND
 HX2578'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 1.15 MILES
 HX2578'NORTHWEST ALONG A GRAVEL ROAD FOLLOWING DERRICK CREEK, THENCE
 HX2578'ABOUT 0.9 MILE WEST ALONG A ROAD LEADING OVER GAP INTO FROG
 HX2578'CREEK, ABOUT 0.45 MILE WEST OF TOP OF GRADE AND JUNCTION OF
 HX2578'ROAD NORTH, 42 FEET SOUTH OF CENTER LINE OF ROAD, 56 FEET
 HX2578'EAST OF WOODEN MARKER POST FOR A PIPE LINE, 32 FEET EAST-SOUTHEAST
 HX2578'OF SOUTHEAST CORNER OF A CONCRETE BLOCK BOX CONTAINING PIPE
 HX2578'LINE VALVES, 10 FEET NORTH OF A 6-INCH TULIP TREE, 3 FEET
 HX2578'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE LEVEL
 HX2578'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2392 ***********************************************************************
 HX2392  DESIGNATION -  P 99
 HX2392  PID         -  HX2392
 HX2392  STATE/COUNTY-  WV/JACKSON
 HX2392  USGS QUAD   -  SISSONVILLE (1958)
 HX2392
 HX2392                         *CURRENT SURVEY CONTROL
 HX2392  ___________________________________________________________________
 HX2392* NAD 83(1986)-  38 36 02.     (N)    081 38 37.     (W)     SCALED    
 HX2392* NAVD 88     -       198.038  (meters)     649.73   (feet)  ADJUSTED  
 HX2392  ___________________________________________________________________
 HX2392  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HX2392  DYNAMIC HT  -         197.904 (meters)     649.29  (feet)  COMP
 HX2392  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 HX2392
 HX2392  VERT ORDER  -  SECOND    CLASS 0
 HX2392
 HX2392.The horizontal coordinates were scaled from a topographic map and have
 HX2392.an estimated accuracy of +/- 6 seconds.
 HX2392
 HX2392.The orthometric height was determined by differential leveling
 HX2392.and adjusted by the National Geodetic Survey in June 1991..
 HX2392
 HX2392.The geoid height was determined by GEOID03.
 HX2392
 HX2392.The dynamic height is computed by dividing the NAVD 88
 HX2392.geopotential number by the normal gravity value computed on the
 HX2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2392.degrees latitude (g = 980.6199 gals.).
 HX2392
 HX2392.The modeled gravity was interpolated from observed gravity values.
 HX2392
 HX2392;                    North         East    Units  Estimated Accuracy
 HX2392;SPC WV S     -   177,840.      543,940.      MT  (+/- 180 meters Scaled)
 HX2392
 HX2392                          SUPERSEDED SURVEY CONTROL
 HX2392
 HX2392  NGVD 29 (??/??/92)  198.222  (m)          650.33   (f) ADJ UNCH    2 0
 HX2392
 HX2392.Superseded values are not recommended for survey control.
 HX2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2392.See file dsdata.txt to determine how the superseded data were derived.
 HX2392
 HX2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC439726(NAD 83)
 HX2392_MARKER: DB = BENCH MARK DISK
 HX2392_SETTING: 80 = SET IN A BOULDER
 HX2392_SP_SET: BOULDER
 HX2392_STAMPING: P 99 1956
 HX2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2392+STABILITY: SURFACE MOTION
 HX2392
 HX2392  HISTORY     - Date     Condition        Report By
 HX2392  HISTORY     - 1956     MONUMENTED       CGS
 HX2392
 HX2392                          STATION DESCRIPTION
 HX2392
 HX2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2392'6.2 MI N FROM SISSONVILLE.
 HX2392'ABOUT 6.25 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2392'AT SISSONVILLE, ABOUT 0.25 MILE NORTH OF NARROW STEEL BRIDGE
 HX2392'OVER DUDDEN FORK, 31 FEET EAST OF CENTER LINE OF HIGHWAY, 174
 HX2392'FEET SOUTH OF SOUTH END OF EAST HEAD WALL OF A CONCRETE AND
 HX2392'STONE CULVERT FOR A CREEK BRANCH, 21 FEET NORTHEAST OF NORTH
 HX2392'END OF WEST WALL OF A 7-FOOT DEEP CONCRETE CATCH BASIN, IN THE
 HX2392'TOP AND 2 FEET SOUTHWEST OF THE HIGHEST POINT OF A 5-FOOT HIGH
 HX2392'7 BY 7 FOOT EMBEDDED BOULDER, AND ABOUT 3 FEET ABOVE LEVEL OF
 HX2392'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2974 ***********************************************************************
 HX2974  DESIGNATION -  PAD
 HX2974  PID         -  HX2974
 HX2974  STATE/COUNTY-  WV/ROANE
 HX2974  USGS QUAD   -  LOONEYVILLE (1976)
 HX2974
 HX2974                         *CURRENT SURVEY CONTROL
 HX2974  ___________________________________________________________________
 HX2974* NAD 83(1995)-  38 39 02.76434(N)    081 20 39.89887(W)     ADJUSTED  
 HX2974* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 HX2974  ___________________________________________________________________
 HX2974  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 HX2974  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HX2974
 HX2974  HORZ ORDER  -  SECOND
 HX2974
 HX2974.The horizontal coordinates were established by classical geodetic methods
 HX2974.and adjusted by the National Geodetic Survey in April 1998..
 HX2974
 HX2974.The orthometric height was scaled from a topographic map.
 HX2974
 HX2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2974
 HX2974.The geoid height was determined by GEOID03.
 HX2974
 HX2974;                    North         East     Units Scale Factor Converg.
 HX2974;SPC WV S     -   183,275.944   570,019.647   MT  0.99995873   -0 12 46.5
 HX2974;UTM  17      - 4,278,079.341   470,030.293   MT  0.99961106   -0 12 54.4
 HX2974
 HX2974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2974!SPC WV S     -   0.99994861  x   0.99995873  =   0.99990734
 HX2974!UTM  17      -   0.99994861  x   0.99961106  =   0.99955969
 HX2974
 HX2974|---------------------------------------------------------------------|
 HX2974| PID    Reference Object                     Distance      Geod. Az  |
 HX2974|                                                           dddmmss.s |
 HX2974| DC4808 PAD RM 1                              9.895 METERS 16716     |
 HX2974| DC4809 PAD RM 2                              7.438 METERS 29141     |
 HX2974| DC4807 PAD AZ MK                                          3352346.4 |
 HX2974|---------------------------------------------------------------------|
 HX2974
 HX2974                          SUPERSEDED SURVEY CONTROL
 HX2974
 HX2974  NAD 83(1986)-  38 39 02.77132(N)    081 20 39.90558(W) AD(       ) 2
 HX2974  NAD 27      -  38 39 02.43700(N)    081 20 40.47200(W) AD(       ) 2
 HX2974
 HX2974.Superseded values are not recommended for survey control.
 HX2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2974.See file dsdata.txt to determine how the superseded data were derived.
 HX2974
 HX2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7003078079(NAD 83)
 HX2974_MARKER: DS = TRIANGULATION STATION DISK
 HX2974_SETTING: 0 = UNSPECIFIED SETTING
 HX2974
 HX2974  HISTORY     - Date     Condition        Report By
 HX2974  HISTORY     - 1944     MONUMENTED       CGS
 HX2974
 HX2974                          STATION DESCRIPTION
 HX2974
 HX2974'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2974'STATION IS LOCATED ON A
 HX2974'HIGH PROMINENT
 HX2974'KNOB OF A HILL BETWEEN JOHNSON CREEK AND POATALICO
 HX2974'RIVER, ABOUT 3-1/4 MILES ENE OF
 HX2974'WALTON, 12 MILES S OF SPENCER, ON
 HX2974'PROPERTY OWNED BY LAUNIE DOUGHERTY.  IT IS 21 FEET
 HX2974'NE OF A TRIANGULAR
 HX2974'BLAZE ON A 20-INCH PINE TREE, 18 FEET E OF A FENCE, AND 8
 HX2974'FEET E OF A
 HX2974'WITNESS POST.  THE DISK IS STAMPED PAD 1944.
 HX2974'
 HX2974'SURFACE-STATION MARK AND REFERENCE MARKS ARE BRONZE DISKS
 HX2974'SET IN CONCRETE AT
 HX2974'THE CENTERS OF THE TOPS OF TILES.  UNDERGROUND
 HX2974'MARK AND AZIMUTH MARK ARE BRONZE
 HX2974'DISKS SET IN CONCRETE.
 HX2974'
 HX2974'REFERENCE MARK 1 IS ON THE E EDGE OF A WOODS AND 5 FEET E
 HX2974'OF THE FENCE.  IT
 HX2974'IS STAMPED PAD NO 1 1944.
 HX2974'
 HX2974'REFERENCE MARK 2 IS ON THE E EDGE OF THE WOODS AND 3 FEET
 HX2974'E OF THE FENCE.
 HX2974'IT IS STAMPED PAD NO 2 1944.
 HX2974'
 HX2974'AZIMUTH MARK IS NEAR THE DOUGHERTY HOUSE, IN THE N-S FENCE
 HX2974'LINE, 100 FEET SE
 HX2974'OF THE SE CORNER OF THE HOUSE, AND 71 FEET SE
 HX2974'OF FENCE.  IT IS STAMPED PAD 1944.
 HX2974'
 HX2974'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119
 HX2974'AND STATE HIGHWAY
 HX2974'36 JUST S OF SPENCER, GO S ON HIGHWAY 119 FOR
 HX2974'8 MILES TO GANDEEVILLE POST OFFICE
 HX2974'ON THE RIGHT, CONTINUE STRAIGHT
 HX2974'AHEAD FOR 5.2 MILES TO A NARROW SURFACED ROAD LEFT,
 HX2974'TURN LEFT
 HX2974'DOWNHILL OVER A NARROW BRIDGE, AND GO 2.1 MILES TO THE END OF
 HX2974'THE SURFACED ROAD.
 HX2974'CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR
 HX2974'0.7 MILE TO A LEFT FORK, TAKE LEFT
 HX2974'FORK AND GO 1.1 MILES TO AN
 HX2974'OLD HOUSE ON THE RIGHT AND AN OIL DERRICK ON THE
 HX2974'LEFT.* CONTINUE
 HX2974'AHEAD FOR 0.15 MILE TO A BOARD GATE ON THE RIGHT, TURN SHARP RIGHT
 HX2974'AND GO 0.05 MILE TO
 HX2974'ANOTHER GATE AND END OF TRUCK TRAVEL.  CONTINUE
 HX2974'UP HILL TO THE HIGHEST POINT
 HX2974'AND STATION.
 HX2974'
 HX2974'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN SHARP LEFT
 HX2974'AROUND A SMALL
 HX2974'BARN AND GO 0.15 MILE TO THE DOUGHERTY HOUSE AND
 HX2974'AZIMUTH MARK IN THE N-S FENCE LINE.
 HX2974'
 HX2974'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1693 ***********************************************************************
 JX1693  DESIGNATION -  PADEN
 JX1693  PID         -  JX1693
 JX1693  STATE/COUNTY-  WV/WETZEL
 JX1693  USGS QUAD   -  PADEN CITY (1994)
 JX1693
 JX1693                         *CURRENT SURVEY CONTROL
 JX1693  ___________________________________________________________________
 JX1693* NAD 83(1995)-  39 36 35.14024(N)    080 55 20.57025(W)     ADJUSTED  
 JX1693* NAVD 88     -       209.090  (meters)     685.99   (feet)  ADJUSTED  
 JX1693  ___________________________________________________________________
 JX1693  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 JX1693  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JX1693  DYNAMIC HT  -         208.967 (meters)     685.59  (feet)  COMP
 JX1693  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 JX1693
 JX1693  HORZ ORDER  -  THIRD
 JX1693  VERT ORDER  -  FIRST     CLASS II
 JX1693
 JX1693.The horizontal coordinates were established by classical geodetic methods
 JX1693.and adjusted by the National Geodetic Survey in April 1998..
 JX1693
 JX1693.The orthometric height was determined by differential leveling
 JX1693.and adjusted by the National Geodetic Survey in June 1991..
 JX1693
 JX1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1693
 JX1693.The geoid height was determined by GEOID03.
 JX1693
 JX1693.The dynamic height is computed by dividing the NAVD 88
 JX1693.geopotential number by the normal gravity value computed on the
 JX1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1693.degrees latitude (g = 980.6199 gals.).
 JX1693
 JX1693.The modeled gravity was interpolated from observed gravity values.
 JX1693
 JX1693;                    North         East     Units Scale Factor Converg.
 JX1693;SPC WV N     -   124,169.445   477,861.172   MT  0.99994078   -0 54 25.8
 JX1693;SPC OH S     -   179,889.310   735,468.224   MT  0.99994362   +1 00 03.7
 JX1693;UTM  17      - 4,384,448.865   506,663.129   MT  0.99960055   +0 02 58.2
 JX1693
 JX1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1693!SPC WV N     -   0.99997247  x   0.99994078  =   0.99991326
 JX1693!SPC OH S     -   0.99997247  x   0.99994362  =   0.99991610
 JX1693!UTM  17      -   0.99997247  x   0.99960055  =   0.99957303
 JX1693
 JX1693|---------------------------------------------------------------------|
 JX1693| PID    Reference Object                     Distance      Geod. Az  |
 JX1693|                                                           dddmmss.s |
 JX1693| CX5147 PADEN RM 2                            8.171 METERS 05514     |
 JX1693| CX5146 PADEN RM 1                            7.059 METERS 14603     |
 JX1693| JX1694 PADEN CITY RM 1 USGS                 25.981 METERS 17121     |
 JX1693| JX2029 MARTIE                              APPROX. 5.9 KM 2984902.8 |
 JX1693|---------------------------------------------------------------------|
 JX1693
 JX1693                          SUPERSEDED SURVEY CONTROL
 JX1693
 JX1693  NAD 83(1986)-  39 36 35.14636(N)    080 55 20.57785(W) AD(       ) 3
 JX1693  NAD 27      -  39 36 34.87850(N)    080 55 21.19650(W) AD(       ) 3
 JX1693
 JX1693.Superseded values are not recommended for survey control.
 JX1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1693.See file dsdata.txt to determine how the superseded data were derived.
 JX1693
 JX1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0666384449(NAD 83)
 JX1693_MARKER: DS = TRIANGULATION STATION DISK
 JX1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1693_SP_SET: CONCRETE POST
 JX1693_STAMPING: PADEN 1963
 JX1693_MARK LOGO: CGS   
 JX1693_PROJECTION: FLUSH
 JX1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1693+STABILITY: SURFACE MOTION
 JX1693
 JX1693  HISTORY     - Date     Condition        Report By
 JX1693  HISTORY     - 1963     MONUMENTED       CGS
 JX1693  HISTORY     - 1983     GOOD             NGS
 JX1693
 JX1693                          STATION DESCRIPTION
 JX1693
 JX1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1693'STATION IS LOCATED AT THE NORTH EDGE OF PADEN CITY NEAR THE CITY
 JX1693'LIMITS, AND ON THE PROPERTY OF
 JX1693'HAZEL PADEN.  IT IS 54 FEET NORTHWEST OF THE CENTERLINE OF STATE
 JX1693'HIGHWAY 2, 56 FEET SOUTHWEST OF THE
 JX1693'SOUTHWEST CORNER OF A SMALL BUILDING AND 6 FEET EAST OF A
 JX1693'WITNESS POST.  THE MONUMENT PROJECTS 3
 JX1693'INCHES AND THE DISK IS STAMPED PADEN 1963.
 JX1693'
 JX1693'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 2 AND
 JX1693'MAIN STREET, 2 BLOCKS EAST
 JX1693'OF THE PADEN CITY POST OFFICE, GO NORTHEAST ON HIGHWAY 2 FOR 0.7 MILE
 JX1693'TO THE STATION ON THE LEFT.
 JX1693'
 JX1693'REFERENCE MARK 1 IS 31 FEET NORTHWEST OF THE CENTERLINE OF THE
 JX1693'HIGHWAY, 27 FEET SOUTHEAST
 JX1693'OF THE WITNESS POST AND 25 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 JX1693'THE BUILDING.  THE MONUMENT
 JX1693'PROJECTS 2 INCHES AND THE DISK IS STAMPED PADEN NO 1 1963.
 JX1693'
 JX1693'REFERENCE MARK 2 IS 54 FEET NORTHWEST OF THE CENTERLINE OF THE
 JX1693'HIGHWAY, 32 FEET NORTHEAST
 JX1693'OF THE WITNESS POST AND 20 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 JX1693'THE BUILDING.  THE MONUMENT IS
 JX1693'FLUSH AND THE DISK IS STAMPED PADEN NO 2 1963.
 JX1693'
 JX1693'R.M. 1 (USGS) IS A STANDARD U.S.G.S. REFERENCE MARK DISK SET IN THE
 JX1693'TOP OF A 6 X 6 INCH
 JX1693'CONCRETE POST THAT IS 6 INCHES UNDERGROUND.  IT IS 22 FEET SOUTHEAST
 JX1693'OF THE CENTERLINE OF THE HIGHWAY,
 JX1693'21 FEET NORTHEAST OF A POWER LINE GUY POLE AND 3 FEET SOUTH
 JX1693'OF A POWER POLE.  THE DISK IS STAMPED R.M. 1
 JX1693'1957.
 JX1693'
 JX1693'NOTE- STATION MARTIE CAN BE USED AS AN AZIMUTH FOR THIS STATION.
 JX1693'
 JX1693'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JX1693
 JX1693                          STATION RECOVERY (1983)
 JX1693
 JX1693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1693'1.5 KM (0.95 MI) NE FROM PADEN CITY.
 JX1693'1.5 KM (0.95 MI) NORTHEAST ALONG STATE HIGHWAY 2 FROM THE TYLER COUNTY
 JX1693'LINE IN PADEN CITY TO THE MARK ON THE LEFT, AT THE NORTH EDGE OF PADEN
 JX1693'CITY, NEAR THE CITY LIMITS, 16.46 METERS (54.0 FT) NORTHWEST OF THE
 JX1693'CENTERLINE OF THE HIGHWAY.
 JX1693'THE MARK IS 1.83 METERS  E FROM A WITNESS POST.
 JX1693'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1694 ***********************************************************************
 JX1694  DESIGNATION -  PADEN CITY RM 1 USGS
 JX1694  PID         -  JX1694
 JX1694  STATE/COUNTY-  WV/WETZEL
 JX1694  USGS QUAD   -  PADEN CITY (1994)
 JX1694
 JX1694                         *CURRENT SURVEY CONTROL
 JX1694  ___________________________________________________________________
 JX1694* NAD 83(1995)-  39 36 34.30742(N)    080 55 20.40630(W)     ADJUSTED  
 JX1694* NAVD 88     -       208.400  (meters)     683.73   (feet)  ADJUSTED  
 JX1694  ___________________________________________________________________
 JX1694  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 JX1694  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JX1694  DYNAMIC HT  -         208.277 (meters)     683.32  (feet)  COMP
 JX1694  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 JX1694
 JX1694  HORZ ORDER  -  SECOND
 JX1694  VERT ORDER  -  FIRST     CLASS II
 JX1694
 JX1694.The horizontal coordinates were established by classical geodetic methods
 JX1694.and adjusted by the National Geodetic Survey in April 1998..
 JX1694
 JX1694.The orthometric height was determined by differential leveling
 JX1694.and adjusted by the National Geodetic Survey in June 1991..
 JX1694
 JX1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1694
 JX1694.The geoid height was determined by GEOID03.
 JX1694
 JX1694.The dynamic height is computed by dividing the NAVD 88
 JX1694.geopotential number by the normal gravity value computed on the
 JX1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1694.degrees latitude (g = 980.6199 gals.).
 JX1694
 JX1694.The modeled gravity was interpolated from observed gravity values.
 JX1694
 JX1694;                    North         East     Units Scale Factor Converg.
 JX1694;SPC WV N     -   124,143.703   477,864.675   MT  0.99994078   -0 54 25.7
 JX1694;SPC OH S     -   179,863.699   735,472.583   MT  0.99994361   +1 00 03.8
 JX1694;UTM  17      - 4,384,423.194   506,667.060   MT  0.99960055   +0 02 58.3
 JX1694
 JX1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1694!SPC WV N     -   0.99997258  x   0.99994078  =   0.99991336
 JX1694!SPC OH S     -   0.99997258  x   0.99994361  =   0.99991619
 JX1694!UTM  17      -   0.99997258  x   0.99960055  =   0.99957314
 JX1694
 JX1694                          SUPERSEDED SURVEY CONTROL
 JX1694
 JX1694  NAD 83(1986)-  39 36 34.31354(N)    080 55 20.41390(W) AD(       ) 2
 JX1694  NAD 27      -  39 36 34.04570(N)    080 55 21.03250(W) AD(       ) 2
 JX1694
 JX1694.Superseded values are not recommended for survey control.
 JX1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1694.See file dsdata.txt to determine how the superseded data were derived.
 JX1694
 JX1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0666784423(NAD 83)
 JX1694_MARKER: DD = SURVEY DISK
 JX1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1694_SP_SET: CONCRETE POST
 JX1694_STAMPING: RM 1 1957
 JX1694_MARK LOGO: USGS  
 JX1694_PROJECTION: RECESSED 15 CENTIMETERS
 JX1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1694+STABILITY: SURFACE MOTION
 JX1694
 JX1694  HISTORY     - Date     Condition        Report By
 JX1694  HISTORY     - 1963     MONUMENTED       USGS
 JX1694  HISTORY     - 1983     GOOD             NGS
 JX1694
 JX1694                          STATION DESCRIPTION
 JX1694
 JX1694'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JX1694'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 2 AND
 JX1694'MAIN STREET, 2 BLOCKS EAST
 JX1694'OF THE PADEN CITY POST OFFICE, GO NORTHEAST ON HIGHWAY 2 FOR 0.7 MILE
 JX1694'TO THE STATION.
 JX1694'
 JX1694'R.M. 1 (USGS) IS A STANDARD U.S.G.S. REFERENCE MARK DISK SET IN THE
 JX1694'TOP OF A 6 X 6 INCH
 JX1694'CONCRETE POST THAT IS 6 INCHES UNDERGROUND.  IT IS 22 FEET SOUTHEAST
 JX1694'OF THE CENTERLINE OF THE HIGHWAY,
 JX1694'21 FEET NORTHEAST OF A POWER LINE GUY POLE AND 3 FEET SOUTH
 JX1694'OF A POWER POLE.  THE DISK IS STAMPED R.M. 1
 JX1694'1957.
 JX1694
 JX1694                          STATION RECOVERY (1983)
 JX1694
 JX1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1694'1.5 KM (0.95 MI) NE FROM PADEN CITY.
 JX1694'1.5 KM (0.95 MI) NORTHEAST ALONG STATE HIGHWAY 2 FROM THE TYLER COUNTY
 JX1694'LINE IN PADEN CITY TO THE MARK ON THE RIGHT, AT THE NORTH EDGE OF
 JX1694'PADEN CITY, NEAR THE CITY LIMITS, 6.70 METERS (22.0 FT) SOUTHEAST OF
 JX1694'THE CENTERLINE OF THE HIGHWAY, 6.40 METERS (21.0 FT) NORTHEAST OF
 JX1694'UTILITY GUY POLE 30-566, 0.91 METER (3.0 FT) SOUTH OF UTILITY POLE
 JX1694'1772.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3461 ***********************************************************************
 HW3461  DESIGNATION -  PANTHER
 HW3461  PID         -  HW3461
 HW3461  STATE/COUNTY-  WV/PENDLETON
 HW3461  USGS QUAD   -  MOATSTOWN (1981)
 HW3461
 HW3461                         *CURRENT SURVEY CONTROL
 HW3461  ___________________________________________________________________
 HW3461* NAD 83(1995)-  38 33 48.91933(N)    079 29 44.50455(W)     ADJUSTED  
 HW3461* NAVD 88     -      1373.3    (meters)    4506.     (feet)  VERTCON   
 HW3461  ___________________________________________________________________
 HW3461  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 HW3461  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HW3461
 HW3461  HORZ ORDER  -  SECOND
 HW3461
 HW3461.The horizontal coordinates were established by classical geodetic methods
 HW3461.and adjusted by the National Geodetic Survey in April 1998..
 HW3461
 HW3461.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3461
 HW3461.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3461
 HW3461.The geoid height was determined by GEOID03.
 HW3461
 HW3461;                    North         East     Units Scale Factor Converg.
 HW3461;SPC WV S     -   174,607.031   731,096.537   MT  0.99994752   +0 55 47.8
 HW3461;SPC VA N     - 2,100,027.399 3,413,225.268   MT  0.99994883   -0 37 17.2
 HW3461;SPC VA N     - 6,889,839.89 11,198,223.23   sFT  0.99994883   -0 37 17.2
 HW3461;UTM  17      - 4,269,422.032   631,060.122   MT  0.99981153   +0 56 16.4
 HW3461
 HW3461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3461!SPC WV S     -   0.99978939  x   0.99994752  =   0.99973692
 HW3461!SPC VA N     -   0.99978939  x   0.99994883  =   0.99973823
 HW3461!UTM  17      -   0.99978939  x   0.99981153  =   0.99960096
 HW3461
 HW3461:                Primary Azimuth Mark                     Grid Az
 HW3461:SPC WV S     -  SLATE SPRINGS RESET                      101 20 16.5
 HW3461:SPC VA N     -  SLATE SPRINGS RESET                      102 53 21.5
 HW3461:UTM  17      -  SLATE SPRINGS RESET                      101 19 47.9
 HW3461
 HW3461|---------------------------------------------------------------------|
 HW3461| PID    Reference Object                     Distance      Geod. Az  |
 HW3461|                                                           dddmmss.s |
 HW3461| HW3445 SLATE SPRINGS RESET                 APPROX.27.8 KM 1021604.3 |
 HW3461| DC4813 PANTHER RM 1                          8.034 METERS 10559     |
 HW3461| DC4814 PANTHER RM 2                         13.631 METERS 22232     |
 HW3461|---------------------------------------------------------------------|
 HW3461
 HW3461                          SUPERSEDED SURVEY CONTROL
 HW3461
 HW3461  NAD 83(1995)-  38 33 48.92016(N)    079 29 44.50807(W) AD(       ) 2
 HW3461  NAD 83(1986)-  38 33 48.92188(N)    079 29 44.51209(W) AD(       ) 2
 HW3461  NAD 27      -  38 33 48.49860(N)    079 29 45.34260(W) AD(       ) 2
 HW3461  NGVD 29 (07/19/86) 1373.4    (m)         4506.     (f) VERT ANG       
 HW3461
 HW3461.Superseded values are not recommended for survey control.
 HW3461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3461.See file dsdata.txt to determine how the superseded data were derived.
 HW3461
 HW3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC3106069422(NAD 83)
 HW3461_MARKER: DD = SURVEY DISK
 HW3461_SETTING: 80 = SET IN A BOULDER
 HW3461_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3461
 HW3461  HISTORY     - Date     Condition        Report By
 HW3461  HISTORY     - 1957     MONUMENTED       USGS
 HW3461
 HW3461                          STATION DESCRIPTION
 HW3461
 HW3461'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (FAR)
 HW3461'THE STATION IS ABOUT 11.0 MILES SOUTHWEST OF FRANKLIN, 7-1/2 MILES
 HW3461'SOUTH OF CIRCLEVILLE,
 HW3461'AND 2.0 MILES NORTHEAST OF THE VIRGINIA-WEST VIRGINIA STATE LINE, ON
 HW3461'THE SOUTH END OF NORTH FORK
 HW3461'MOUNTAIN, ON A HIGH KNOB LOCALLY KNOWN AS PANTHER KNOB, AND IS
 HW3461'ON THE PROPERTY OF MR. CLEM BENNETT.
 HW3461'
 HW3461'TO REACH THE STATION FROM THE COURT HOUSE, IN FRANKLIN, GO SOUTH ON
 HW3461'U.S. HIGHWAY 220 FOR 12.8
 HW3461'MILES TO A SIDE ROAD ON THE RIGHT (SNOWY MT. ROAD, COUNTY ROUTE 17).
 HW3461'TURN RIGHT AS PER SIGN CHERRY GROVE,
 HW3461'GO WESTERLY ON THE BLACK TOP ROAD FOR 2.7 MILES TO
 HW3461'A SIDE ROAD ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 HW3461'FOR 1.8 MILES TO THE SUMMIT OF ROAD.
 HW3461'CONTINUE ON BLACK TOP ROAD FOR 0.15 MILE TO A GATE ON THE RIGHT.  (A
 HW3461'4-WHEEL DRIVE TRUCK IS NEEDED TO
 HW3461'CONTINUE FROM GATE.) PASS THROUGH GATE AND GO NORTHEASTERLY ON A
 HW3461'ROUGH DIRT ROAD FOR 0.4 MILE TO A
 HW3461'T-ROAD JUNCTION.  TURN RIGHT, GO SOUTHERLY FOR 0.1 MILE TO
 HW3461'THE TOP OF HILL AND THE END OF TRUCK TRAVEL.
 HW3461'PACK EASTERLY ALONG THE TOP OF A STEEP
 HW3461'RIDGE TO THE SUMMIT AND THE STATION.  ABOUT A 50 MINUTE PACK.
 HW3461'
 HW3461'THE STATION MARK IS A U.S. GEOLOGICAL DISK, NO STAMPING, CEMENTED IN
 HW3461'A DRILL HOLE IN A LARGE FLAT
 HW3461'BOULDER.  THE BOULDER IS ABOUT 10 FEET IN LENGTH AND 6 FEET IN WIDTH,
 HW3461'AND IS THE HIGHEST POINT OF ROCK ALONG THE RIM OF RIDGE.
 HW3461'
 HW3461'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PANTHER NO 1 1957, IS
 HW3461'CEMENTED IN A DRILL HOLE IN
 HW3461'A BOULDER.  THE BOULDER IS FLUSH WITH THE SURFACE OF GROUND AND IS
 HW3461'ABOUT 4 FEET LOWER THAN THE STATION MARK.
 HW3461'
 HW3461'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PANTHER NO 2 1957, IS
 HW3461'CEMENTED IN A DRILL HOLE IN
 HW3461'A BOULDER.  THE BOULDER IS AT THE WESTERLY RIM OF RIDGE, AND THE DISK
 HW3461'IS ON THE NORTH SHOULDER OF THE BOULDER.
 HW3461'
 HW3461'NO AZIMUTH MARK WAS SET.
 HW3461'
 HW3461'HEIGHT OF LIGHT ABOVE STATION MARK 1.89 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1725 ***********************************************************************
 JX1725  DESIGNATION -  PARKERSBURG MAGNETIC
 JX1725  PID         -  JX1725
 JX1725  STATE/COUNTY-  WV/WOOD
 JX1725  USGS QUAD   -  PARKERSBURG (1994)
 JX1725
 JX1725                         *CURRENT SURVEY CONTROL
 JX1725  ___________________________________________________________________
 JX1725* NAD 83(1995)-  39 16 18.83450(N)    081 31 45.83591(W)     ADJUSTED  
 JX1725* NAVD 88     -       195.857  (meters)     642.57   (feet)  ADJUSTED  
 JX1725  ___________________________________________________________________
 JX1725  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 JX1725  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX1725  DYNAMIC HT  -         195.735 (meters)     642.17  (feet)  COMP
 JX1725  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 JX1725
 JX1725  HORZ ORDER  -  SECOND
 JX1725  VERT ORDER  -  FIRST     CLASS II
 JX1725
 JX1725.The horizontal coordinates were established by classical geodetic methods
 JX1725.and adjusted by the National Geodetic Survey in April 1998..
 JX1725
 JX1725.The orthometric height was determined by differential leveling
 JX1725.and adjusted by the National Geodetic Survey in June 1991..
 JX1725
 JX1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1725
 JX1725.The geoid height was determined by GEOID03.
 JX1725
 JX1725.The dynamic height is computed by dividing the NAVD 88
 JX1725.geopotential number by the normal gravity value computed on the
 JX1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1725.degrees latitude (g = 980.6199 gals.).
 JX1725
 JX1725.The modeled gravity was interpolated from observed gravity values.
 JX1725
 JX1725;                    North         East     Units Scale Factor Converg.
 JX1725;SPC WV N     -    87,671.503   424,897.238   MT  0.99995972   -1 17 39.5
 JX1725;SPC OH S     -   141,647.487   683,750.121   MT  0.99993783   +0 36 57.1
 JX1725;UTM  17      - 4,347,083.701   454,334.259   MT  0.99962568   -0 20 06.4
 JX1725
 JX1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1725!SPC WV N     -   0.99997465  x   0.99995972  =   0.99993437
 JX1725!SPC OH S     -   0.99997465  x   0.99993783  =   0.99991248
 JX1725!UTM  17      -   0.99997465  x   0.99962568  =   0.99960034
 JX1725
 JX1725:                Primary Azimuth Mark                     Grid Az
 JX1725:SPC WV N     -  PARKERSBURG SOUTH MAGNETIC               181 18 25.4
 JX1725:SPC OH S     -  PARKERSBURG SOUTH MAGNETIC               179 23 48.8
 JX1725:UTM  17      -  PARKERSBURG SOUTH MAGNETIC               180 20 52.3
 JX1725
 JX1725|---------------------------------------------------------------------|
 JX1725| PID    Reference Object                     Distance      Geod. Az  |
 JX1725|                                                           dddmmss.s |
 JX1725| CD2052 PARKERSBURG SOUTH MAGNETIC                         1800045.9 |
 JX1725| CD2050 PARKERSBURG MAGNETIC RM 1            27.440 METERS 18704     |
 JX1725| CD2051 PARKERSBURG MAGNETIC RM 2            30.391 METERS 19742     |
 JX1725| JX2164 PARKERSBURG                         APPROX. 1.1 KM 3334538.6 |
 JX1725|---------------------------------------------------------------------|
 JX1725
 JX1725                          SUPERSEDED SURVEY CONTROL
 JX1725
 JX1725  NAD 83(1986)-  39 16 18.83849(N)    081 31 45.84226(W) AD(       ) 2
 JX1725  NAD 27      -  39 16 18.56800(N)    081 31 46.39700(W) AD(       ) 2
 JX1725
 JX1725.Superseded values are not recommended for survey control.
 JX1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1725.See file dsdata.txt to determine how the superseded data were derived.
 JX1725
 JX1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5433447084(NAD 83)
 JX1725_MARKER: DB = BENCH MARK DISK
 JX1725_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JX1725_SP_SET: UNSPECIFIED ROCK
 JX1725_MARK LOGO: CGS   
 JX1725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JX1725+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 JX1725
 JX1725  HISTORY     - Date     Condition        Report By
 JX1725  HISTORY     - 1944     MONUMENTED       CGS
 JX1725  HISTORY     - 1960     GOOD             AEROS
 JX1725  HISTORY     - 1983     GOOD             NGS
 JX1725  HISTORY     - 20050618 GOOD             GEOCAC
 JX1725
 JX1725                          STATION DESCRIPTION
 JX1725
 JX1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1725'STATION
 JX1725'IS LOCATED IN THE
 JX1725'CITY PARK, IN THE CITY OF PARKERSBURG, ABOUT 40
 JX1725'YARDS E OF AN OLD LOG CABIN.  IT IS
 JX1725'90.3 FEET W OF A CANNON,
 JX1725'46 FEET SE OF A 36-INCH OAK TREE, 10 FEET W OF A
 JX1725'10-INCH POPLAR
 JX1725'TREE, AND 120 FEET E OF THE NE CORNER OF THE OLD LOG CABIN.
 JX1725'
 JX1725'STATION MARK IS A U.S.C. AND G.S. STANDARD MAGNETIC-STATION
 JX1725'DISK SET IN THE
 JX1725'TOP OF A CONCRETE POST.  IT IS STAMPED 1924.
 JX1725'
 JX1725'REFERENCE MARK 1 IS 90.03 FEET E OF THE STATION, IN THE CONCRETE
 JX1725'BASE OF THE
 JX1725'CANNON.  IT IS 5 FEET E OF THE W EDGE OF THE
 JX1725'CANNON AND IS STAMPED
 JX1725'PARKERSBURG MAGNETIC NO 1 1944.
 JX1725'
 JX1725'REFERENCE MARK 2 IS 99.71 FEET S OF THE STATION, 16 FEET NE
 JX1725'OF A 36-INCH OAK
 JX1725'TREE, AND 28 FEET W OF A 30-INCH OAK TREE.  IT
 JX1725'IS STAMPED PARKERSBURG MAGNETIC NO
 JX1725'2 1944.
 JX1725'
 JX1725'PARKERSBURG SOUTH MAGNETIC STATION IS ABOUT 0.15 MILE S OF
 JX1725'THE STATION AND
 JX1725'WAS USED AS AN AZIMUTH MARK.  IT IS 54 FEET N OF
 JX1725'THE NW CORNER OF THE CARETAKERS
 JX1725'HOUSE, 31 FEET E OF THE CENTER
 JX1725'LINE OF THE ROAD, AND 24 FEET W OF AN 18-INCH OAK
 JX1725'TREE.  THE DISK
 JX1725'IS A STANDARD U.S.C. AND G.S. DISK AND IS NOT STAMPED.
 JX1725'
 JX1725'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JX1725
 JX1725                          STATION RECOVERY (1960)
 JX1725
 JX1725'RECOVERY NOTE BY AERO SERVICE CORPORATION 1960 (RMB)
 JX1725'$
 JX1725'RECOVERED AS DESCRIBED, EXCEPT THAT A 1-STOREY OPEN PAVILION HAS BEEN
 JX1725'CONSTRUCTED OVER
 JX1725'THE STATION.  THE STATION IS 3.5 FEET S OF THE N EDGE OF
 JX1725'THE ROOF, 25.1 FEET W OF THE NE
 JX1725'CORNER, AND 33.6 FEET NW OF THE SE CORNER.
 JX1725'THE PARKERSBURG S MAGNETIC IS 13.1 FEET N OF THE
 JX1725'SW CORNER OF ANOTHER
 JX1725'PAVILION, AT THE NW CORNER OF A SIDEWALK INTERSECTION.
 JX1725
 JX1725                          STATION RECOVERY (1983)
 JX1725
 JX1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1725'IN PARKERSBURG.
 JX1725'IN PARKERSBURG, AT THE CITY PARK, LOCATED ON PARK AVENUE AT THE END OF
 JX1725'WASHINGTON AVENUE, 35.3 METERS (116.0 FT) EAST OF THE NORTHWEST CORNER
 JX1725'OF A MUSEUM, 10.0 METERS (33.0 FT) SOUTHWEST OF A WATER FOUNTAIN,
 JX1725'0.57 METER (1.9 FT) WEST OF THE THIRD POLE OF A SHELTER FROM THE WEST
 JX1725'END.
 JX1725'THE MARK IS 0.18 M ABOVE GROUND.
 JX1725
 JX1725                          STATION RECOVERY (2005)
 JX1725
 JX1725'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JX1725'REFERENCE MARK 1 NOT FOUND.  REFERENCE MARK 2 AND AZIMUTH MARK WERE
 JX1725'NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2167 ***********************************************************************
 JX2167  DESIGNATION -  PARKERSBURG RIG AND REEL STK
 JX2167  PID         -  JX2167
 JX2167  STATE/COUNTY-  WV/WOOD
 JX2167  USGS QUAD   -  PARKERSBURG (1994)
 JX2167
 JX2167                         *CURRENT SURVEY CONTROL
 JX2167  ___________________________________________________________________
 JX2167* NAD 83(1995)-  39 15 42.17322(N)    081 33 12.27020(W)     ADJUSTED  
 JX2167* NAVD 88     -                                                        
 JX2167  ___________________________________________________________________
 JX2167  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 JX2167  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JX2167
 JX2167  HORZ ORDER  -  THIRD
 JX2167
 JX2167.The horizontal coordinates were established by classical geodetic methods
 JX2167.and adjusted by the National Geodetic Survey in April 1998..
 JX2167
 JX2167
 JX2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2167
 JX2167.The geoid height was determined by GEOID03.
 JX2167
 JX2167;                    North         East     Units Scale Factor Converg.
 JX2167;SPC WV N     -    86,588.319   422,800.142   MT  0.99996083   -1 18 34.6
 JX2167;SPC OH S     -   140,495.027   681,690.342   MT  0.99993819   +0 36 02.3
 JX2167;UTM  17      - 4,345,965.932   452,256.285   MT  0.99962807   -0 21 00.9
 JX2167
 JX2167                          SUPERSEDED SURVEY CONTROL
 JX2167
 JX2167  NAD 83(1986)-  39 15 42.17731(N)    081 33 12.27642(W) AD(       ) 4
 JX2167  NAD 27      -  39 15 41.90700(N)    081 33 12.82700(W) AD(       ) 3
 JX2167
 JX2167.Superseded values are not recommended for survey control.
 JX2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2167.See file dsdata.txt to determine how the superseded data were derived.
 JX2167
 JX2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5225645966(NAD 83)
 JX2167_MARKER: 63 = STACK
 JX2167
 JX2167  HISTORY     - Date     Condition        Report By
 JX2167  HISTORY     - 1944     FIRST OBSERVED   CGS
 JX2167  HISTORY     - 1963     GOOD             AEROS
 JX2167  HISTORY     - 20050618 GOOD             GEOCAC
 JX2167
 JX2167                          STATION DESCRIPTION
 JX2167
 JX2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2167'STATION IS THE TALL CEMENT STACK LOCATED ON THE S
 JX2167'SIDE OF THE
 JX2167'POWER-HOUSE OF THE PARKERSBURG RIG AND REEL COMPANY
 JX2167'IN THE SE PART OF THE CITY OF
 JX2167'PARKERSBURG.  IT IS ON THE S SIDE
 JX2167'OF DEPOT STREET, AT THE BALTIMORE AND OHIO
 JX2167'RAILROAD TRANSFER TRACK.
 JX2167'IT IS 225 FEET HIGH WITH THREE LARGE TRIANGLES AT THE TOP.
 JX2167'THE POINT
 JX2167'OBSERVED ON WAS THE CENTER OF THE TOP OF THE STACK.
 JX2167
 JX2167                          STATION RECOVERY (1963)
 JX2167
 JX2167'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963 (RMB)
 JX2167'RECOVERED AS DESCRIBED.
 JX2167
 JX2167                          STATION RECOVERY (2005)
 JX2167
 JX2167'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JX2167'THE POWERHOUSE IS LOCATED AT 626 DEPOT ST AND IS USED BY THE WV DEPT.
 JX2167'OF HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2178 ***********************************************************************
 JX2178  DESIGNATION -  PARKERSBURG ST FRAN XAV CH
 JX2178  PID         -  JX2178
 JX2178  STATE/COUNTY-  WV/WOOD
 JX2178  USGS QUAD   -  PARKERSBURG (1994)
 JX2178
 JX2178                         *CURRENT SURVEY CONTROL
 JX2178  ___________________________________________________________________
 JX2178* NAD 83(1995)-  39 15 57.80046(N)    081 33 34.44390(W)     ADJUSTED  
 JX2178* NAVD 88     -                                                        
 JX2178  ___________________________________________________________________
 JX2178  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 JX2178  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JX2178
 JX2178  HORZ ORDER  -  THIRD
 JX2178
 JX2178.The horizontal coordinates were established by classical geodetic methods
 JX2178.and adjusted by the National Geodetic Survey in April 1998..
 JX2178
 JX2178
 JX2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2178
 JX2178.The geoid height was determined by GEOID03.
 JX2178
 JX2178;                    North         East     Units Scale Factor Converg.
 JX2178;SPC WV N     -    87,082.269   422,279.757   MT  0.99996036   -1 18 48.7
 JX2178;SPC OH S     -   140,971.346   681,153.793   MT  0.99993803   +0 35 48.2
 JX2178;UTM  17      - 4,346,450.939   451,727.878   MT  0.99962869   -0 21 15.0
 JX2178
 JX2178                          SUPERSEDED SURVEY CONTROL
 JX2178
 JX2178  NAD 83(1986)-  39 15 57.80450(N)    081 33 34.45013(W) AD(       ) 4
 JX2178  NAD 27      -  39 15 57.53500(N)    081 33 34.99900(W) AD(       ) 3
 JX2178
 JX2178.Superseded values are not recommended for survey control.
 JX2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2178.See file dsdata.txt to determine how the superseded data were derived.
 JX2178
 JX2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5172846451(NAD 83)
 JX2178_MARKER: 87 = DOME
 JX2178
 JX2178  HISTORY     - Date     Condition        Report By
 JX2178  HISTORY     - 1944     FIRST OBSERVED   CGS
 JX2178  HISTORY     - 1960     GOOD             CGS
 JX2178  HISTORY     - 1963     GOOD             AEROS
 JX2178  HISTORY     - 20041226 GOOD             GEOCAC
 JX2178
 JX2178                          STATION DESCRIPTION
 JX2178
 JX2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2178'STATION IS THE SILVER DOME ATOP A RED BRICK
 JX2178'BUILDING LOCATED
 JX2178'ON THE E SIDE OF MARKET STREET BETWEEN FIFTH
 JX2178'AND SIXTH STREETS IN THE CITY OF
 JX2178'PARKERSBURG.  IT IS ABOUT 110
 JX2178'FEET HIGH.  THE POINT OBSERVED ON WAS THE GOLD
 JX2178'CROSS ON TOP OF
 JX2178'THE DOME.
 JX2178
 JX2178                          STATION RECOVERY (1960)
 JX2178
 JX2178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 JX2178'RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION IS ADEQUATE.
 JX2178
 JX2178                          STATION RECOVERY (1963)
 JX2178
 JX2178'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963 (RMB)
 JX2178'RECOVERED AS DESCRIBED.
 JX2178
 JX2178                          STATION RECOVERY (2004)
 JX2178
 JX2178'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 JX2178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2163 ***********************************************************************
 JX2163  DESIGNATION -  PARKERSBURG UNIVERSA GLASS STK
 JX2163  PID         -  JX2163
 JX2163  STATE/COUNTY-  WV/WOOD
 JX2163  USGS QUAD   -  PARKERSBURG (1994)
 JX2163
 JX2163                         *CURRENT SURVEY CONTROL
 JX2163  ___________________________________________________________________
 JX2163* NAD 83(1995)-  39 18 33.30937(N)    081 33 02.37208(W)     ADJUSTED  
 JX2163* NAVD 88     -                                                        
 JX2163  ___________________________________________________________________
 JX2163  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 JX2163  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JX2163
 JX2163  HORZ ORDER  -  THIRD
 JX2163
 JX2163.The horizontal coordinates were established by classical geodetic methods
 JX2163.and adjusted by the National Geodetic Survey in April 1998..
 JX2163
 JX2163
 JX2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2163
 JX2163.The geoid height was determined by GEOID03.
 JX2163
 JX2163;                    North         East     Units Scale Factor Converg.
 JX2163;SPC WV N     -    91,858.997   423,157.824   MT  0.99995593   -1 18 28.3
 JX2163;SPC OH S     -   145,774.589   681,872.130   MT  0.99993676   +0 36 08.6
 JX2163;UTM  17      - 4,351,240.116   452,525.595   MT  0.99962775   -0 20 55.9
 JX2163
 JX2163                          SUPERSEDED SURVEY CONTROL
 JX2163
 JX2163  NAD 83(1986)-  39 18 33.31310(N)    081 33 02.37834(W) AD(       ) 4
 JX2163  NAD 27      -  39 18 33.04000(N)    081 33 02.93000(W) AD(       ) 3
 JX2163
 JX2163.Superseded values are not recommended for survey control.
 JX2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2163.See file dsdata.txt to determine how the superseded data were derived.
 JX2163
 JX2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5252651240(NAD 83)
 JX2163_MARKER: 63 = STACK
 JX2163
 JX2163  HISTORY     - Date     Condition        Report By
 JX2163  HISTORY     - 1944     FIRST OBSERVED   CGS
 JX2163  HISTORY     - 1963     GOOD             AEROS
 JX2163
 JX2163                          STATION DESCRIPTION
 JX2163
 JX2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2163'STATION IS LOCATED 1 MILE S OF VIENNA,
 JX2163'0.3 MILE E OF THE
 JX2163'OHIO RIVER, AND 0.1 MILE E OF U.S. HIGHWAY 21.
 JX2163'THE STACK IS LOCATED ON THE EN END OF
 JX2163'THE FACTORY.  THE BASE OF
 JX2163'THE STACK IS 20 FEET IN DIAMETER AND 100 FEET HIGH, IT
 JX2163'IS BUILT OF
 JX2163'YELLOW BRICK AND HAS A VASE-LIKE TOP.  THE POINT OBSERVED WAS
 JX2163'THE CENTER OF THE TOP
 JX2163'OF THE STACK.
 JX2163'
 JX2163'TO REACH FROM THE POST OFFICE IN VIENNA, GO S ON U.S. HIGHWAY
 JX2163'21 FOR 0.9 MILE TO
 JX2163'STREET CAR TRACKS, CROSS TRACKS AND CONTINUE
 JX2163'FOR 0.1 MILE TO THE ENTRANCE OF THE
 JX2163'FACTORY, TURN LEFT AND CONTINUE FOR 0.1 MILE TO THE STACK.
 JX2163
 JX2163                          STATION RECOVERY (1963)
 JX2163
 JX2163'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963 (RMB)
 JX2163'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2174 ***********************************************************************
 JX2174  DESIGNATION -  PARKERSBURG WOOD CO CTHSE TWR
 JX2174  PID         -  JX2174
 JX2174  STATE/COUNTY-  WV/WOOD
 JX2174  USGS QUAD   -  PARKERSBURG (1994)
 JX2174
 JX2174                         *CURRENT SURVEY CONTROL
 JX2174  ___________________________________________________________________
 JX2174* NAD 83(1995)-  39 15 53.37089(N)    081 33 46.73480(W)     ADJUSTED  
 JX2174* NAVD 88     -                                                        
 JX2174  ___________________________________________________________________
 JX2174  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 JX2174  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JX2174
 JX2174  HORZ ORDER  -  THIRD
 JX2174
 JX2174.The horizontal coordinates were established by classical geodetic methods
 JX2174.and adjusted by the National Geodetic Survey in April 1998..
 JX2174
 JX2174
 JX2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2174
 JX2174.The geoid height was determined by GEOID03.
 JX2174
 JX2174;                    North         East     Units Scale Factor Converg.
 JX2174;SPC WV N     -    86,952.466   421,982.066   MT  0.99996049   -1 18 56.6
 JX2174;SPC OH S     -   140,831.695   680,860.601   MT  0.99993807   +0 35 40.4
 JX2174;UTM  17      - 4,346,316.215   451,432.500   MT  0.99962904   -0 21 22.8
 JX2174
 JX2174                          SUPERSEDED SURVEY CONTROL
 JX2174
 JX2174  NAD 83(1986)-  39 15 53.37493(N)    081 33 46.74096(W) AD(       ) 4
 JX2174  NAD 27      -  39 15 53.10400(N)    081 33 47.29100(W) AD(       ) 3
 JX2174
 JX2174.Superseded values are not recommended for survey control.
 JX2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2174.See file dsdata.txt to determine how the superseded data were derived.
 JX2174
 JX2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5143346316(NAD 83)
 JX2174_MARKER: 55 = TOWER
 JX2174
 JX2174  HISTORY     - Date     Condition        Report By
 JX2174  HISTORY     - 1944     FIRST OBSERVED   CGS
 JX2174  HISTORY     - 1963     GOOD             AEROS
 JX2174
 JX2174                          STATION DESCRIPTION
 JX2174
 JX2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2174'STATION IS LOCATED IN THE COURT SQUARE IN THE CITY OF
 JX2174'PARKERSBURG.  IT
 JX2174'IS A TALL GREY STONE TOWER ATOP A TWO-STORY
 JX2174'GREY STONE BUILDING AND ABOUT 200
 JX2174'FEET ABOVE THE GROUND.  THE
 JX2174'LAND IS OWNED BY WOOD COUNTY.  THE POINT OBSERVED ON
 JX2174'WAS THE
 JX2174'SMALL BALL AT THE APEX OF THE ROOF.
 JX2174
 JX2174                          STATION RECOVERY (1963)
 JX2174
 JX2174'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963 (RMB)
 JX2174'TOWER RECOVERED, BUT THE OLD ROOF WAS REMOVED, AND NOW HAS FOUR
 JX2174'CONICAL PEAKS AT THE CORNERS INSTEAD OF A SINGLE POINT.
 JX2174'
 JX2174'STATION IS FALL ON APEX OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2169 ***********************************************************************
 JX2169  DESIGNATION -  PARKERSBURG WPAR RADIO MAST
 JX2169  PID         -  JX2169
 JX2169  STATE/COUNTY-  WV/WOOD
 JX2169  USGS QUAD   -  PARKERSBURG (1994)
 JX2169
 JX2169                         *CURRENT SURVEY CONTROL
 JX2169  ___________________________________________________________________
 JX2169* NAD 83(1995)-  39 17 23.87063(N)    081 31 34.63434(W)     ADJUSTED  
 JX2169* NAVD 88     -                                                        
 JX2169  ___________________________________________________________________
 JX2169  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 JX2169  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JX2169
 JX2169  HORZ ORDER  -  THIRD
 JX2169
 JX2169.The horizontal coordinates were established by classical geodetic methods
 JX2169.and adjusted by the National Geodetic Survey in April 1998..
 JX2169
 JX2169
 JX2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2169
 JX2169.The geoid height was determined by GEOID03.
 JX2169
 JX2169;                    North         East     Units Scale Factor Converg.
 JX2169;SPC WV N     -    89,670.508   425,210.898   MT  0.99995784   -1 17 32.3
 JX2169;SPC OH S     -   143,655.793   683,996.970   MT  0.99993726   +0 37 04.2
 JX2169;UTM  17      - 4,349,087.008   454,614.321   MT  0.99962536   -0 19 59.8
 JX2169
 JX2169                          SUPERSEDED SURVEY CONTROL
 JX2169
 JX2169  NAD 83(1986)-  39 17 23.87467(N)    081 31 34.64090(W) AD(       ) 4
 JX2169  NAD 27      -  39 17 23.60500(N)    081 31 35.19400(W) AD(       ) 3
 JX2169
 JX2169.Superseded values are not recommended for survey control.
 JX2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2169.See file dsdata.txt to determine how the superseded data were derived.
 JX2169
 JX2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5461449087(NAD 83)
 JX2169_MARKER: 63 = STACK
 JX2169
 JX2169  HISTORY     - Date     Condition        Report By
 JX2169  HISTORY     - 1944     FIRST OBSERVED   CGS
 JX2169  HISTORY     - 1962     GOOD             CGS
 JX2169  HISTORY     - 1963     GOOD             AEROS
 JX2169  HISTORY     - 20050618 GOOD             GEOCAC
 JX2169
 JX2169                          STATION DESCRIPTION
 JX2169
 JX2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2169'STATION IS LOCATED ON THE E SIDE OF STATE HIGHWAY 2, ABOUT 200
 JX2169'YARDS N OF THE N
 JX2169'CITY LIMITS OF THE CITY OF PARKERSBURG.  IT IS
 JX2169'A STEEL MAST PAINTED RED AND WHITE,
 JX2169'330 FEET HIGH WITH RED LIGHTS
 JX2169'FLASHING ON THE SIDES AND TOP OF THE MAST.  THE POINT
 JX2169'OBSERVED ON
 JX2169'WAS THE RED LIGHT ON TOP OF THE MAST.  THE PROPERTY AND STATION
 JX2169'ARE OWNED BY THE
 JX2169'OHIO VALLEY BROADCASTING CORPORATION.
 JX2169'
 JX2169'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF THIRTY-FIRST
 JX2169'STREET AND
 JX2169'EMMERSON STREET (STATE HIGHWAY 2), GO NE ON
 JX2169'EMMERSON STREET FOR 0.7 MILE
 JX2169'TO RADIO MAST ON THE RIGHT.
 JX2169
 JX2169                          STATION RECOVERY (1962)
 JX2169
 JX2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FBM)
 JX2169'THIS STATION WAS RECOVERED AS DESCRIBED ON U.S. COAST AND GEODETIC
 JX2169'SURVEY DESCRIPTIONS OF HORIZONTAL CONTROL DATA, BOOK 873, PAGE 5.
 JX2169
 JX2169                          STATION RECOVERY (1963)
 JX2169
 JX2169'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963 (RMB)
 JX2169'RECOVERED AS DESCRIBED.
 JX2169
 JX2169                          STATION RECOVERY (2005)
 JX2169
 JX2169'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JX2169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3136 ***********************************************************************
 HX3136  DESIGNATION -  PAT
 HX3136  PID         -  HX3136
 HX3136  STATE/COUNTY-  WV/JACKSON
 HX3136  USGS QUAD   -  SANDYVILLE (1988)
 HX3136
 HX3136                         *CURRENT SURVEY CONTROL
 HX3136  ___________________________________________________________________
 HX3136* NAD 83(1995)-  38 56 09.31500(N)    081 40 46.78505(W)     ADJUSTED  
 HX3136* NAVD 88     -       334.1    (meters)    1096.     (feet)  VERTCON   
 HX3136  ___________________________________________________________________
 HX3136  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 HX3136  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 HX3136
 HX3136  HORZ ORDER  -  FIRST
 HX3136
 HX3136.The horizontal coordinates were established by classical geodetic methods
 HX3136.and adjusted by the National Geodetic Survey in April 1998..
 HX3136
 HX3136.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3136
 HX3136.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3136
 HX3136.The geoid height was determined by GEOID03.
 HX3136
 HX3136;                    North         East     Units Scale Factor Converg.
 HX3136;SPC WV S     -   215,091.049   541,070.055   MT  1.00001163   -0 25 12.6
 HX3136;UTM  17      - 4,309,885.265   441,093.490   MT  0.99964273   -0 25 37.7
 HX3136
 HX3136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3136!SPC WV S     -   0.99995291  x   1.00001163  =   0.99996454
 HX3136!UTM  17      -   0.99995291  x   0.99964273  =   0.99959566
 HX3136
 HX3136|---------------------------------------------------------------------|
 HX3136| PID    Reference Object                     Distance      Geod. Az  |
 HX3136|                                                           dddmmss.s |
 HX3136| DC4828 PAT RM 1                              4.535 METERS 06207     |
 HX3136| HX3138 PAT AZ MK                           492.516 METERS 1214758.3 |
 HX3136| HX3137 PAT AZ MK A PT                      495.812 METERS 1222411.1 |
 HX3136| HX3152 MT ALTO KAISER ALUMINUM STACK       APPROX.12.7 KM 2701503.1 |
 HX3136| DC4829 PAT RM 2                             18.226 METERS 28558     |
 HX3136|---------------------------------------------------------------------|
 HX3136
 HX3136                          SUPERSEDED SURVEY CONTROL
 HX3136
 HX3136  NAD 83(1995)-  38 56 09.31896(N)    081 40 46.79076(W) AD(       ) 1
 HX3136  NAD 83(1986)-  38 56 09.31946(N)    081 40 46.79023(W) AD(       ) 1
 HX3136  NAD 27      -  38 56 09.02709(N)    081 40 47.32845(W) AD(       ) 1
 HX3136  NGVD 29 (07/19/86)  334.3    (m)         1097.     (f) VERT ANG       
 HX3136
 HX3136.Superseded values are not recommended for survey control.
 HX3136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3136.See file dsdata.txt to determine how the superseded data were derived.
 HX3136
 HX3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD4109309885(NAD 83)
 HX3136_MARKER: DD = SURVEY DISK
 HX3136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3136
 HX3136  HISTORY     - Date     Condition        Report By
 HX3136  HISTORY     - 1976     MONUMENTED       NGS
 HX3136
 HX3136                          STATION DESCRIPTION
 HX3136
 HX3136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3136'THE STATION IS ABOUT 4-1/2 MILES EAST OF THE OHIO RIVER, 8-3/4
 HX3136'MILES NORTH-NORTHEAST OF RIPLEY, ON A HIGH, PROMINENT CLEARED
 HX3136'RIDGE THAT IS RUNNING GENERALLY NORTH AND SOUTH AND ON THE
 HX3136'PROPERTY OF MR. A.C. PATTERSON, 1015 VIRGINIA STREET,
 HX3136'RAVENSWOOD, WEST VIRGINIA, PHONE 304-273-2424.
 HX3136'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 HX3136'56 IN RAVENSWOOD, GO EAST ON HIGHWAY 56 FOR 3.2 MILES TO WHERE
 HX3136'INTERSTATE HIGHWAY 77 CROSSES OVER HIGHWAY 56.  CONTINUE EAST
 HX3136'ON HIGHWAY 56 FOR 2.15 MILES TO A REVERSE FORK.  TAKE THE
 HX3136'LEFT FORK AND GO NORTH ON BEATTY RUN ROAD FOR 0.6 MILE TO A
 HX3136'FORK.  TAKE THE RIGHT FORK AND GO NORTHERLY ON A GRAVELED
 HX3136'AND GRADED ROAD FOR 1.1 MILE TO THE AZIMUTH MARK ON THE
 HX3136'RIGHT NEAR A BARN.  CONTINUE NORTH ON THE GRADED ROAD
 HX3136'FOR 0.15 MILE TO A FORK.  TAKE THE LEFT FORK AND GO WESTERLY
 HX3136'ON A TRACK ROAD FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK
 HX3136'AND FOLLOW A TRACK ROAD WEST, PASSING ALONG THE NORTH SIDE OF
 HX3136'A BARN AND GO UP A STEEP RIDGE FOR 0.15 MILE TO THE SUMMIT
 HX3136'AND THE STATION.  NOTE- A FOUR WHEEL DRIVE VEHICLE IS NEEDED
 HX3136'TO DRIVE TO THE STATION IN WET WEATHER.
 HX3136'
 HX3136'THE STATION MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY
 HX3136'STAMPED---PAT 1956---, SET IN THE TOP OF A 9-INCH SQUARE CONCRETE
 HX3136'POST THAT IS FLUSH WITH THE GROUND SURFACE. IT IS ON THE
 HX3136'HIGHEST POINT AND ABOUT THE CENTER OF THE RIDGE.
 HX3136'
 HX3136'REFERENCE MARK 1 IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY
 HX3136'STAMPED---PAT NO 1 1956---, CEMENTED IN A DRILL HOLE IN AN OUTCROP
 HX3136'OF BEDROCK THAT HAS AN EXPOSED AREA OF ABOUT 10 BY 10 INCHES
 HX3136'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS NEAR THE EAST END
 HX3136'OF THE RIDGE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 HX3136'
 HX3136'REFERENCE MARK 2 IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY
 HX3136'STAMPED---PAT NO 2 1956---, CEMENTED IN A DRILL HOLE IN AN
 HX3136'OUTCROPPING OF BEDROCK THAT IS SQUARE SHAPED AND HAS AN EXPOSED
 HX3136'AREA OF ABOUT 4 BY 4 FEET.  IT IS ON THE WEST SLOPE OF THE
 HX3136'RIDGE AND IS ABOUT 18 FEET LOWER IN ELEVATION THAN THE STATION
 HX3136'MARK.
 HX3136'
 HX3136'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---PAT USGS AZ 1975---,
 HX3136'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-
 HX3136'INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 HX3136'SURFACE.  IT IS 13 FEET EAST OF THE APPROXIMATE CENTER OF A
 HX3136'GRADED ROAD AND 1.8 FEET NORTHWEST OF THE NORTHWEST CORNER
 HX3136'OF A BARN.
 HX3136'
 HX3136'REFERENCE MARK 1 TO REFERENCE MARK 2 WAS NOT MEASURED DUE TO
 HX3136'THE EXTREME DIFFERENCE IN ELEVATION.
 HX3136'HEIGHT OF LIGHT ABOVE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3138 ***********************************************************************
 HX3138  DESIGNATION -  PAT AZ MK
 HX3138  PID         -  HX3138
 HX3138  STATE/COUNTY-  WV/JACKSON
 HX3138  USGS QUAD   -  SANDYVILLE (1988)
 HX3138
 HX3138                         *CURRENT SURVEY CONTROL
 HX3138  ___________________________________________________________________
 HX3138* NAD 83(1995)-  38 56 00.89851(N)    081 40 29.40572(W)     ADJUSTED  
 HX3138* NAVD 88     -       300.3    (meters)     985.     (feet)  VERTCON   
 HX3138  ___________________________________________________________________
 HX3138  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 HX3138  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 HX3138
 HX3138  HORZ ORDER  -  SECOND
 HX3138
 HX3138.The horizontal coordinates were established by classical geodetic methods
 HX3138.and adjusted by the National Geodetic Survey in April 1998..
 HX3138
 HX3138.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3138
 HX3138.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3138
 HX3138.The geoid height was determined by GEOID03.
 HX3138
 HX3138;                    North         East     Units Scale Factor Converg.
 HX3138;SPC WV S     -   214,828.453   541,486.732   MT  1.00001109   -0 25 01.8
 HX3138;UTM  17      - 4,309,622.715   441,509.982   MT  0.99964213   -0 25 26.7
 HX3138
 HX3138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3138!SPC WV S     -   0.99995822  x   1.00001109  =   0.99996930
 HX3138!UTM  17      -   0.99995822  x   0.99964213  =   0.99960036
 HX3138
 HX3138|---------------------------------------------------------------------|
 HX3138| PID    Reference Object                     Distance      Geod. Az  |
 HX3138|                                                           dddmmss.s |
 HX3138| HX3137 PAT AZ MK A PT                        6.161 METERS 17946     |
 HX3138| HX3136 PAT                                 492.516 METERS 3014809.3 |
 HX3138|---------------------------------------------------------------------|
 HX3138
 HX3138                          SUPERSEDED SURVEY CONTROL
 HX3138
 HX3138  NAD 83(1995)-  38 56 00.90249(N)    081 40 29.41141(W) AD(       ) 2
 HX3138  NAD 83(1986)-  38 56 00.90300(N)    081 40 29.41089(W) AD(       ) 2
 HX3138  NAD 27      -  38 56 00.61033(N)    081 40 29.94981(W) AD(       ) 2
 HX3138  NGVD 29 (07/19/86)  300.5    (m)          986.     (f) VERT ANG       
 HX3138
 HX3138.Superseded values are not recommended for survey control.
 HX3138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3138.See file dsdata.txt to determine how the superseded data were derived.
 HX3138
 HX3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD4151009623(NAD 83)
 HX3138_MARKER: DD = SURVEY DISK
 HX3138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3138_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HX3138
 HX3138  HISTORY     - Date     Condition        Report By
 HX3138  HISTORY     - 1976     MONUMENTED       NGS
 HX3138
 HX3138                          STATION DESCRIPTION
 HX3138
 HX3138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3138'AN EDM TRAVERSE TIE WAS MADE FROM PAT USGS 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2309 ***********************************************************************
 JX2309  DESIGNATION -  PAW PAW
 JX2309  PID         -  JX2309
 JX2309  STATE/COUNTY-  WV/MARION
 JX2309  USGS QUAD   -  RIVESVILLE (1976)
 JX2309
 JX2309                         *CURRENT SURVEY CONTROL
 JX2309  ___________________________________________________________________
 JX2309* NAD 83(1995)-  39 31 45.89172(N)    080 07 16.78487(W)     ADJUSTED  
 JX2309* NAVD 88     -       264.3    (meters)     867.     (feet)  VERTCON   
 JX2309  ___________________________________________________________________
 JX2309  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 JX2309  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JX2309
 JX2309  HORZ ORDER  -  FIRST
 JX2309
 JX2309.The horizontal coordinates were established by GPS observations
 JX2309.and adjusted by the National Geodetic Survey in April 1998..
 JX2309
 JX2309.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2309
 JX2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2309
 JX2309.The geoid height was determined by GEOID03.
 JX2309
 JX2309;                    North         East     Units Scale Factor Converg.
 JX2309;SPC WV N     -   114,467.150   546,583.406   MT  0.99994215   -0 23 46.6
 JX2309;UTM  17      - 4,375,897.504   575,515.970   MT  0.99967021   +0 33 33.4
 JX2309
 JX2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2309!SPC WV N     -   0.99996365  x   0.99994215  =   0.99990580
 JX2309!UTM  17      -   0.99996365  x   0.99967021  =   0.99963387
 JX2309
 JX2309                          SUPERSEDED SURVEY CONTROL
 JX2309
 JX2309  NAD 83(1986)-  39 31 45.89646(N)    080 07 16.79341(W) AD(       ) 1
 JX2309  NGVD 29 (02/08/94)  264.5    (m)          868.     (f) GPS OBS        
 JX2309
 JX2309.Superseded values are not recommended for survey control.
 JX2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2309.See file dsdata.txt to determine how the superseded data were derived.
 JX2309
 JX2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7551675898(NAD 83)
 JX2309_MARKER: DD = SURVEY DISK
 JX2309_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX2309_SP_SET: BRIDGE ABUTMENT
 JX2309_STAMPING: PAW PAW 1989
 JX2309_MARK LOGO: USE   
 JX2309_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2309+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JX2309
 JX2309  HISTORY     - Date     Condition        Report By
 JX2309  HISTORY     - 1989     MONUMENTED       HARTMN
 JX2309
 JX2309                          STATION DESCRIPTION
 JX2309
 JX2309'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2309'LOCATED ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 122.7, IN
 JX2309'THE TOWN OF RIVESVILLE, MARION COUNTY, WEST VIRGINIA.
 JX2309'THE STATION IS A STANDARD CORPS OF ENGINEERS BRASS DISK SET IN THE
 JX2309'SOUTHERLY END OF THE WESTERLY ABUTMENT OF THE ROUTE 19 HIGHWAY BRIDGE
 JX2309'OVER PAW PAW CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3003 ***********************************************************************
 HX3003  DESIGNATION -  PENIEL
 HX3003  PID         -  HX3003
 HX3003  STATE/COUNTY-  WV/ROANE
 HX3003  USGS QUAD   -  PENIEL (1957)
 HX3003
 HX3003                         *CURRENT SURVEY CONTROL
 HX3003  ___________________________________________________________________
 HX3003* NAD 83(1995)-  38 49 02.22315(N)    081 29 52.05126(W)     ADJUSTED  
 HX3003* NAVD 88     -       349.61   (+/-2cm)    1147.0    (feet)  VERTCON   
 HX3003  ___________________________________________________________________
 HX3003  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 HX3003  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HX3003
 HX3003  HORZ ORDER  -  SECOND
 HX3003  VERT ORDER  -  THIRD ? (See Below)
 HX3003
 HX3003.The horizontal coordinates were established by classical geodetic methods
 HX3003.and adjusted by the National Geodetic Survey in April 1998..
 HX3003
 HX3003.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3003.The vertical order pertains to the NGVD 29 superseded value.
 HX3003
 HX3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3003
 HX3003.The geoid height was determined by GEOID03.
 HX3003
 HX3003;                    North         East     Units Scale Factor Converg.
 HX3003;SPC WV S     -   201,820.866   556,768.169   MT  0.99998660   -0 18 27.8
 HX3003;SPC WV N     -    37,153.527   426,501.681   MT  1.00003956   -1 16 26.9
 HX3003;UTM  17      - 4,296,618.412   456,784.557   MT  0.99962300   -0 18 43.3
 HX3003
 HX3003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3003!SPC WV S     -   0.99995044  x   0.99998660  =   0.99993704
 HX3003!SPC WV N     -   0.99995044  x   1.00003956  =   0.99998999
 HX3003!UTM  17      -   0.99995044  x   0.99962300  =   0.99957346
 HX3003
 HX3003:                Primary Azimuth Mark                     Grid Az
 HX3003:SPC WV S     -  PENIEL AZ MK A PT                        043 42 39.8
 HX3003:SPC WV N     -  PENIEL AZ MK A PT                        044 40 38.9
 HX3003:UTM  17      -  PENIEL AZ MK A PT                        043 42 55.3
 HX3003
 HX3003|---------------------------------------------------------------------|
 HX3003| PID    Reference Object                     Distance      Geod. Az  |
 HX3003|                                                           dddmmss.s |
 HX3003| HX3005 PENIEL AZ MK A PT                   APPROX. 0.7 KM 0432412.0 |
 HX3003| HX1744 PENIEL AZ MK                        APPROX. 0.7 KM 0435857.3 |
 HX3003| DC4847 PENIEL RM 3                           9.045 METERS 16654     |
 HX3003| DC4846 PENIEL RM 2                           9.760 METERS 25101     |
 HX3003| DC4845 PENIEL RM 1                           8.730 METERS 35839     |
 HX3003|---------------------------------------------------------------------|
 HX3003
 HX3003                          SUPERSEDED SURVEY CONTROL
 HX3003
 HX3003  NAD 83(1986)-  38 49 02.22886(N)    081 29 52.05651(W) AD(       ) 2
 HX3003  NAD 27      -  38 49 01.91500(N)    081 29 52.61800(W) AD(       ) 2
 HX3003  NGVD 29 (07/19/86)  349.77   (m)         1147.5    (f) LEVELING    3  
 HX3003
 HX3003.Superseded values are not recommended for survey control.
 HX3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3003.See file dsdata.txt to determine how the superseded data were derived.
 HX3003
 HX3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5678596618(NAD 83)
 HX3003_MARKER: DS = TRIANGULATION STATION DISK
 HX3003_SETTING: 0 = UNSPECIFIED SETTING
 HX3003
 HX3003  HISTORY     - Date     Condition        Report By
 HX3003  HISTORY     - 1944     MONUMENTED       CGS
 HX3003  HISTORY     - 1976     GOOD             NGS
 HX3003
 HX3003                          STATION DESCRIPTION
 HX3003
 HX3003'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3003'STATION IS LOCATED
 HX3003'APPROXIMATELY 7
 HX3003'MILES W OF SPENCER, 1 MILE SW OF PENIEL, 0.4
 HX3003'MILE S OF U.S. HIGHWAY 33, AND ON
 HX3003'THE ESTATE OF MR. E.S. BALL.
 HX3003'THE MARK IS ON THE HIGHEST PART OF A BRUSHY KNOLL 75
 HX3003'YARDS W
 HX3003'OF A DIRT ROAD, 16 FEET N OF A TRIANGULAR-BLAZED ELM TREE, AND
 HX3003'8 FEET N OF A
 HX3003'WITNESS POST.  THE DISK IS STAMPED PENIEL 1944.
 HX3003'
 HX3003'SURFACE STATION MARK AND REFERENCE MARKS ARE BRONZE DISKS
 HX3003'SET IN CONCRETE AT
 HX3003'THE CENTERS OF THE TOPS OF TILES.  UNDERGROUND
 HX3003'MARK AND AZIMUTH MARK ARE BRONZE
 HX3003'DISKS SET IN CONCRETE.
 HX3003'
 HX3003'REFERENCE MARK 1 IS 14 FEET E OF A CULTIVATED FIELD AND IS
 HX3003'STAMPED PENIEL NO 1 1944.
 HX3003'
 HX3003'REFERENCE MARK 2 IS 29 FEET W OF TRIANGULAR-BLAZED ELM TREE
 HX3003'AND IS STAMPED
 HX3003'PENIEL NO 2 1944.
 HX3003'
 HX3003'AZIMUTH MARK IS 200 FEET E OF U.S. HIGHWAY 33, 16 FEET S OF
 HX3003'THE CENTER LINE OF
 HX3003'DIRT ROAD, AND 4 FEET W OF A WITNESS POST.
 HX3003'IT IS STAMPED PENIEL 1944.
 HX3003'
 HX3003'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14
 HX3003'AND U.S. HIGHWAY
 HX3003'33 IN SPENCER, GO W ON HIGHWAY 33 FOR 9.45 MILES
 HX3003'TO THE PENIEL STORE ON THE LEFT.
 HX3003'CONTINUE ON HIGHWAY 33 FOR
 HX3003'1.7 MILES TO CROSSROADS, TURN LEFT AND GO 0.05 MILE
 HX3003'TO THE AZIMUTH
 HX3003'MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.55 MILE
 HX3003'TO THE TOP OF THE
 HX3003'GRADE AND END OF TRUCK TRAVEL.  PACK W TO THE
 HX3003'HIGHEST POINT OF THE HILL AND THESTATON.
 HX3003'
 HX3003'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HX3003
 HX3003                          STATION RECOVERY (1976)
 HX3003
 HX3003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3003'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 HX3003'CONDITION.  REFERENCE MARK 2 WAS RECOVERED WITH THE ARROW
 HX3003'POINTING IN THE OPPOSITE DIRECTION FROM THE STATION MARK.
 HX3003'IT IS BELIEVED THAT THE MARK HAS BEEN DISTURBED HOWEVER
 HX3003'THE MARK IS IN GOOD CONDITION.  THE DIRECTION TO REFERENCE
 HX3003'MARK 2 WAS FOUND TO BE GREATER BY 22 MINUTES AND 24 SECONDS.
 HX3003'THE DISTANCE WAS FOUND TO BE 1.058 METERS LONGER AND 0.19 FEET
 HX3003'LONGER THAN THE 1944 MEASUREMENTS INDICATING A POSSIBLE ERROR
 HX3003'IN THE FEET TO METER CHECK IN THE 1944 MEASUREMENT.
 HX3003'REFERENCE MARK 1 WAS SEARCHED FOR BUT WAS NOT RECOVERED AND A
 HX3003'REFERENCE MARK 3 WAS ESTABLISHED.  THE DIRECTION TO THE
 HX3003'AZIMUTH MARK WAS IN AGREEMENT WITH THE 1944 DIRECTION.  A
 HX3003'COMPLETE AND NEW DESCRIPTION FOLLOWS.
 HX3003'THE STATION IS ABOUT 13 MILES
 HX3003'SOUTHEAST OF RIPLEY AND 7 MILES WEST OF SPENCER.  PERMISSION
 HX3003'WAS GRANTED BY MR. BOBBY WEADOCK WHO LIVES IN THE VILLAGE OF
 HX3003'FROZEN CAMP.
 HX3003'
 HX3003'TO REACH THE STATION FROM THE POST OFFICE IN RIPLEY, GO EAST ON
 HX3003'U.S. HIGHWAY 33 FOR 12.5 MILES TO THE ROANE-JACKSON COUNTY LINE.
 HX3003'CONTINUE EAST ON HIGHWAY 33 FOR 1.65 MILES TO A SIDEROAD ON
 HX3003'THE RIGHT, ZION RIDGE ROAD.  TURN RIGHT AND GO SOUTHEASTERLY
 HX3003'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 HX3003'SOUTHEASTERLY ON A GRAVELED ROAD FOR 0.5 MILE TO A GATE ON THE
 HX3003'RIGHT.  TURN SHARP RIGHT, PASS THROUGH THE GATE AND GO
 HX3003'NORTHERLY UPHILL FOR 0.1 MILE TO THE TOP OF THE HILL AND THE
 HX3003'STATION AT A SMALL BUILDING AND A MAST.
 HX3003'
 HX3003'THE STATION MARK IS A STANDARD DISK STAMPED---PENIEL 1944---, SET
 HX3003'IN THE TOP AND CENTER OF AN IRON PIPE THAT IS FILLED WITH
 HX3003'CEMENT AND IS 5 INCHES IN DIAMETER AND PROJECTS ABOUT 2 INCHES
 HX3003'ABOVE THE GROUND SURFACE.  IT IS 23.7 FEET NORTHWEST OF THE
 HX3003'NORTHWEST CORNER OF THE BUILDING.
 HX3003'
 HX3003'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---PENIEL NO 2 1944---,
 HX3003'SET IN THE TOP AND CENTER OF AN IRON PIPE THAT IS FILLED WITH
 HX3003'CONCRETE, IS 5 INCHES IN DIAMETER AND PROJECTS 10 INCHES ABOVE
 HX3003'THE GROUND SURFACE.  IT IS 43.4 FEET WEST OF THE NORTHWEST
 HX3003'CORNER OF THE BUILDING.
 HX3003'
 HX3003'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---PENIEL NO 3 1944
 HX3003'1976---, BRAZED TO THE TOP OF A 2 INCH STEEL PIPE, SET IN CONCRETE
 HX3003'AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 10 FEET
 HX3003'SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING.
 HX3003'
 HX3003'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---PENIEL 1944---, SET
 HX3003'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 10
 HX3003'INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 200 FEET SOUTH OF
 HX3003'U.S. HIGHWAY 33, 12 FEET WEST OF THE APPROXIMATE CENTER OF A
 HX3003'DIRT ROAD AND 1 FOOT EAST OF A FENCE.
 HX3003'
 HX3003'HEIGHT OF LIGHT ABOVE MARK WAS 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1744 ***********************************************************************
 HX1744  DESIGNATION -  PENIEL AZ MK
 HX1744  PID         -  HX1744
 HX1744  STATE/COUNTY-  WV/ROANE
 HX1744  USGS QUAD   -  PENIEL (1957)
 HX1744
 HX1744                         *CURRENT SURVEY CONTROL
 HX1744  ___________________________________________________________________
 HX1744* NAD 83(1995)-  38 49 19.11517(N)    081 29 31.21102(W)     ADJUSTED  
 HX1744* NAVD 88     -       302.481  (meters)     992.39   (feet)  ADJUSTED  
 HX1744  ___________________________________________________________________
 HX1744  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 HX1744  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HX1744  DYNAMIC HT  -         302.283 (meters)     991.74  (feet)  COMP
 HX1744  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 HX1744
 HX1744  HORZ ORDER  -  SECOND
 HX1744  VERT ORDER  -  SECOND    CLASS 0
 HX1744
 HX1744.The horizontal coordinates were established by classical geodetic methods
 HX1744.and adjusted by the National Geodetic Survey in April 1998..
 HX1744
 HX1744.The orthometric height was determined by differential leveling
 HX1744.and adjusted by the National Geodetic Survey in June 1991..
 HX1744
 HX1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1744
 HX1744.The geoid height was determined by GEOID03.
 HX1744
 HX1744.The dynamic height is computed by dividing the NAVD 88
 HX1744.geopotential number by the normal gravity value computed on the
 HX1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1744.degrees latitude (g = 980.6199 gals.).
 HX1744
 HX1744.The modeled gravity was interpolated from observed gravity values.
 HX1744
 HX1744;                    North         East     Units Scale Factor Converg.
 HX1744;SPC WV S     -   202,339.061   557,273.684   MT  0.99998750   -0 18 15.0
 HX1744;UTM  17      - 4,297,136.380   457,289.926   MT  0.99962246   -0 18 30.4
 HX1744
 HX1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1744!SPC WV S     -   0.99995783  x   0.99998750  =   0.99994533
 HX1744!UTM  17      -   0.99995783  x   0.99962246  =   0.99958031
 HX1744
 HX1744:                Primary Azimuth Mark                     Grid Az
 HX1744:SPC WV S     -  PENIEL                                   224 17 25.3
 HX1744:UTM  17      -  PENIEL                                   224 17 40.7
 HX1744
 HX1744|---------------------------------------------------------------------|
 HX1744| PID    Reference Object                     Distance      Geod. Az  |
 HX1744|                                                           dddmmss.s |
 HX1744| HX3003 PENIEL                              APPROX. 0.7 KM 2235910.3 |
 HX1744| HX3005 PENIEL AZ MK A PT                     8.841 METERS 27917     |
 HX1744|---------------------------------------------------------------------|
 HX1744
 HX1744                          SUPERSEDED SURVEY CONTROL
 HX1744
 HX1744  NAD 83(1986)-  38 49 19.12088(N)    081 29 31.21617(W) AD(       ) 2
 HX1744  NAD 27      -  38 49 18.80750(N)    081 29 31.77863(W) AD(       ) 2
 HX1744  NGVD 29 (??/??/92)  302.647  (m)          992.93   (f) ADJ UNCH    2 0
 HX1744
 HX1744.Superseded values are not recommended for survey control.
 HX1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1744.See file dsdata.txt to determine how the superseded data were derived.
 HX1744
 HX1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5729097136(NAD 83)
 HX1744_MARKER: DZ = AZIMUTH MARK DISK
 HX1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1744_STAMPING: PENIEL 1944
 HX1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1744+STABILITY: SURFACE MOTION
 HX1744
 HX1744  HISTORY     - Date     Condition        Report By
 HX1744  HISTORY     - 1976     MONUMENTED       NGS
 HX1744  HISTORY     - 1956     GOOD             NGS
 HX1744  HISTORY     - 1976     GOOD             NGS
 HX1744
 HX1744                          STATION DESCRIPTION
 HX1744
 HX1744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX1744'AN EDM TRAVERSE TIE WAS MADE FROM PENIAL 1944.
 HX1744
 HX1744                          STATION RECOVERY (1956)
 HX1744
 HX1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HX1744'2.4 MI E FROM MARSHALL.
 HX1744'ABOUT 2.45 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE BRIDGE OVER
 HX1744'BUFFALO CREEK AT MARSHALL, ABOUT 1.55 MILES WEST OF JUNCTION
 HX1744'OF A ROAD LEADING SOUTH AT PENIEL, AT THE JUNCTION OF A GRADED
 HX1744'ROAD LEADING SOUTHEAST AND UPHILL, 215 FEET SOUTHEAST OF CENTER
 HX1744'LINE OF HIGHWAY, 12 FEET SOUTHWEST OF CENTER LINE OF GRADED
 HX1744'ROAD, 32 1/2 FEET SOUTHEAST OF A 12-INCH LOCUST TREE, 5 FEET
 HX1744'NORTH OF AN 8-INCH WILD CHERRY TREE, ABOUT 1 FOOT ABOVE LEVEL
 HX1744'OF GRADED ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX1744'4 INCHES.
 HX1744
 HX1744                          STATION RECOVERY (1976)
 HX1744
 HX1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1964 ***********************************************************************
 JX1964  DESIGNATION -  PENNSBORO
 JX1964  PID         -  JX1964
 JX1964  STATE/COUNTY-  WV/RITCHIE
 JX1964  USGS QUAD   -  PENNSBORO (1987)
 JX1964
 JX1964                         *CURRENT SURVEY CONTROL
 JX1964  ___________________________________________________________________
 JX1964* NAD 83(1995)-  39 16 37.17556(N)    080 58 10.32353(W)     ADJUSTED  
 JX1964* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 JX1964  ___________________________________________________________________
 JX1964  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 JX1964  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX1964
 JX1964  HORZ ORDER  -  THIRD
 JX1964
 JX1964.The horizontal coordinates were established by classical geodetic methods
 JX1964.and adjusted by the National Geodetic Survey in April 1998..
 JX1964
 JX1964.The orthometric height was scaled from a topographic map.
 JX1964
 JX1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1964
 JX1964.The geoid height was determined by GEOID03.
 JX1964
 JX1964;                    North         East     Units Scale Factor Converg.
 JX1964;SPC WV N     -    87,296.293   473,208.191   MT  0.99995918   -0 56 14.0
 JX1964;UTM  17      - 4,347,515.992   502,627.760   MT  0.99960009   +0 01 09.4
 JX1964
 JX1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1964!SPC WV N     -   0.99994410  x   0.99995918  =   0.99990328
 JX1964!UTM  17      -   0.99994410  x   0.99960009  =   0.99954421
 JX1964
 JX1964|---------------------------------------------------------------------|
 JX1964| PID    Reference Object                     Distance      Geod. Az  |
 JX1964|                                                           dddmmss.s |
 JX1964| CX5161 PENNSBORO RM 2                       13.631 METERS 04453     |
 JX1964| CX5159 PENNSBORO AZ MK                                    1351205.7 |
 JX1964| CX5160 PENNSBORO RM 1                       18.916 METERS 25141     |
 JX1964| JX1047 CULL                                APPROX.11.4 KM 3062339.2 |
 JX1964|---------------------------------------------------------------------|
 JX1964
 JX1964                          SUPERSEDED SURVEY CONTROL
 JX1964
 JX1964  NAD 83(1986)-  39 16 37.18050(N)    080 58 10.33159(W) AD(       ) 3
 JX1964  NAD 27      -  39 16 36.89200(N)    080 58 10.93690(W) AD(       ) 3
 JX1964
 JX1964.Superseded values are not recommended for survey control.
 JX1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1964.See file dsdata.txt to determine how the superseded data were derived.
 JX1964
 JX1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0262847516(NAD 83)
 JX1964_MARKER: DS = TRIANGULATION STATION DISK
 JX1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1964_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1964_STAMPING: PENNSBORO 1963
 JX1964_MARK LOGO: CGS   
 JX1964_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1964+STABILITY: SURFACE MOTION
 JX1964
 JX1964  HISTORY     - Date     Condition        Report By
 JX1964  HISTORY     - 1963     MONUMENTED       CGS
 JX1964  HISTORY     - 1969     GOOD             WVHD
 JX1964  HISTORY     - 19840615 GOOD             NGS
 JX1964
 JX1964                          STATION DESCRIPTION
 JX1964
 JX1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1964'THE STATION IS LOCATED ON A HIGH POINTED WOODED HILL, ABOUT 1/2 MILE
 JX1964'SOUTH OF THE CENTER OF
 JX1964'PENNSBORO.  IT IS 4 FEET NORTH OF A WITNESS POST, 24 FEET SOUTHWEST
 JX1964'OF AN 30 INCH TRIANGLE-BLAZED ELM
 JX1964'TREE, 14 FEET SOUTH OF A 10 INCH ELM TREE, 25 FEET EAST OF THE
 JX1964'CENTERLINE OF A TRACK ROAD AND ON THE
 JX1964'PROPERTY OF MR. DALE T.  GRIFFITH.  THE MONUMENT
 JX1964'PROJECTS 4 INCHES AND THE DISK IS STAMPED PENNSBORO 1963.
 JX1964'
 JX1964'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 74 IN
 JX1964'PENNSBORO, GO EAST ON U.S.
 JX1964'HIGHWAY 50 FOR 0.15 MILE TO A ROAD SHARP TO THE RIGHT (CROSS FROM THE
 JX1964'PENNSBORO MOTEL), TURN SHARP RIGHT
 JX1964'AND GO SOUTHERLY ON GRADED DIRT ROAD UPHILL FOR 0.55
 JX1964'MILE TO A TRACK ROAD SHARP TO THE RIGHT (AT A HOUSE
 JX1964'ON THE RIGHT-PROPERTY OWNER, TURN
 JX1964'SHARP RIGHT AND GO NORTHWEST ON THE TRACK ROAD FOR 0.2 MILE TO A WIRE
 JX1964'GATE, PASS THROUGH GATE AND TURN
 JX1964'RIGHT ON THE TRACK ROAD AND GO SOUTHERLY ALONG THE MEADOW FOR 0.1
 JX1964'MILE TO ANOTHER WIRE GATE, PASS
 JX1964'THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD UP STEEP SLOPE
 JX1964'FOR 0.05 MILE TO THE TOP OF RIDGE, TURN
 JX1964'LEFT AND GO SOUTHERLY ON THE TRACK ROAD FOR 0.1
 JX1964'MILE TO THE SUMMIT OF RIDGE AND THE STATION.
 JX1964'
 JX1964'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHEASTERLY ON
 JX1964'THE GRADED ROAD FOR 0.5 MILE
 JX1964'TO THE MARK ON THE RIGHT.
 JX1964'
 JX1964'REFERENCE MARK 1 IS 63 FEET WEST OF THE WITNESS POST AND 6 FEET
 JX1964'NORTHEAST OF AN 18 INCH OAK
 JX1964'TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JX1964'PENNSBORO NO 1 1963.
 JX1964'
 JX1964'REFERENCE MARK 2 IS 45 FEET NORTHEAST OF THE WITNESS POST AND 20 FEET
 JX1964'NORTH OF THE TRIANGLE-BLAZED
 JX1964'ELM TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JX1964'PENNSBORO NO 2 1963.
 JX1964'
 JX1964'THE AZIMUTH MARK IS 1 FOOT EAST OF A WIRE FENCE, 2 FEET SOUTH OF A
 JX1964'WITNESS POST, 25 FEET NORTH
 JX1964'OF A 12 INCH HICKORY TREE, 12 FEET WEST OF THE CENTERLINE OF A DIRT
 JX1964'ROAD AND ON ROAD RIGHT-OF-WAY .
 JX1964'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JX1964'PENNSBORO 1963.
 JX1964'
 JX1964'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JX1964
 JX1964                          STATION RECOVERY (1969)
 JX1964
 JX1964'RECOVERY NOTE BY WEST VIRGINIA HIGHWAY DEPARTMENT 1969
 JX1964'PERMISSION WAS GIVEN BY THIS OFFICE TO DESTROY THE AZIMUTH MARK DUE
 JX1964'TO HIGHWAY IMPROVEMENTS.  THE DISK WAS MAILED TO THIS OFFICE.
 JX1964'
 JX1964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTH OF
 JX1964'PENNSBORO.
 JX1964
 JX1964                          STATION RECOVERY (1984)
 JX1964
 JX1964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JX1964'STATION MARK AND BOTH REFERENCE MARKS FOUND IN GOOD CONDITION.  THE
 JX1964'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE AZIMUTH MARK WOULD
 JX1964'NOT BE VISIBLE FROM THE GROUND EVEN IF IT COULD HAVE BEEN LOCATED.
 JX1964'THIS STATION IS LOCATED ON A THICK TIMBERED HILL AND VISIBILITY IS
 JX1964'VERY LIMITED.  THERE IS NO LOCATION SUITABLE TO SET A NEW AZIMUTH
 JX1964'MARK.  THE DISTANCES AND DIRECTIONS TO BOTH REFERENCE MARKS WERE FOUND
 JX1964'TO BE IN CLOSE AGREEMENT WITH THE MOST RECENT INFORMATION AVAILABLE.
 JX1964'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.  THE STATION IS
 JX1964'LOCATED ON A HIGH POINTED HILL ABOUT 0.8 KM (0.50 MI) S FROM
 JX1964'PENNSBORO.  OWNERSHIP --DALE GRIFFITH, PENNSBORO, WV.  TO REACH THE
 JX1964'STATION FROM THE POST OFFICE AT PENNSBORO, GO S ON CLAYTON STREET FOR
 JX1964'0.1 KM (0.05 MI) TO A T-INTERSECTION.  TURN LEFT AND GO E ON MYLES
 JX1964'AVENUE FOR 0.4 KM (0.25 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO S
 JX1964'UPHILL ON A BLADED ROAD FOR 0.8 KM (0.50 MI) TO A SIDE ROAD RIGHT.
 JX1964'TURN SHARP RIGHT AND GO NW AND THEN W ON A BLADED ROAD FOR 0.65 KM
 JX1964'(0.40 MI) TO THE TOP OF THE HILL AND THE STATION.  THE STATION IS A
 JX1964'STANDARD CGS DISK STAMPED -- PENNSBORO 1963 -- SET INTO THE TOP OF A
 JX1964'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 10 CM ABOVE THE
 JX1964'GROUND.  LOCATED 1.2 METERS (3.9 FT) N FROM A WITNESS POST, 7.3 METERS
 JX1964'(24.0 FT) SW FROM A 30-INCH ELM TREE WITH A TRIANGULAR BLAZE AND 7.6
 JX1964'METERS (24.9 FT) E FROM THE CENTER OF THE ROAD.  REFERENCE MARK NO 1
 JX1964'IS A STANDARD CGS DISK STAMPED -- PENNSBORO NO 1 1963 -- SET INTO THE
 JX1964'TOP OF A ROUND CONMCRETE MONUMENMT 30 CM IN DIAMETER PROJECTING 5 CM
 JX1964'ABOVE THE GROUND. LOCATED 19.2 METERS (63.0 FT) W FROM THE WITNESS
 JX1964'POST AND 8.5 METERS (27.9 FT) N FROM THE CENTER OF A DIMMED ROAD.
 JX1964'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED -- PENNSBORO NO 2
 JX1964'1963 -- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 JX1964'DIAMETER PROJECTING 5 CM ABOVE THE GROUND.  LOCATED 13.7 METERS (44.9
 JX1964'FT) E FROM THE WITNESS POST, 6.1 METERS (20.0 FT) N FROM THE
 JX1964'TRIANGULAR BLAZED TREE AND 6.1 METERS (20.0 FT) S FROM THE CENTER OF
 JX1964'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3141 ***********************************************************************
 HX3141  DESIGNATION -  PERNEL
 HX3141  PID         -  HX3141
 HX3141  STATE/COUNTY-  WV/JACKSON
 HX3141  USGS QUAD   -  ROMANCE (1975)
 HX3141
 HX3141                         *CURRENT SURVEY CONTROL
 HX3141  ___________________________________________________________________
 HX3141* NAD 83(1995)-  38 34 37.64175(N)    081 34 41.80164(W)     ADJUSTED  
 HX3141* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 HX3141  ___________________________________________________________________
 HX3141  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 HX3141  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HX3141
 HX3141  HORZ ORDER  -  SECOND
 HX3141
 HX3141.The horizontal coordinates were established by classical geodetic methods
 HX3141.and adjusted by the National Geodetic Survey in April 1998..
 HX3141
 HX3141.The orthometric height was scaled from a topographic map.
 HX3141
 HX3141.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3141
 HX3141.The geoid height was determined by GEOID03.
 HX3141
 HX3141;                    North         East     Units Scale Factor Converg.
 HX3141;SPC WV S     -   175,202.600   549,611.916   MT  0.99994910   -0 21 27.0
 HX3141;UTM  17      - 4,270,009.649   449,628.989   MT  0.99963124   -0 21 38.2
 HX3141
 HX3141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3141!SPC WV S     -   0.99994973  x   0.99994910  =   0.99989883
 HX3141!UTM  17      -   0.99994973  x   0.99963124  =   0.99958099
 HX3141
 HX3141|---------------------------------------------------------------------|
 HX3141| PID    Reference Object                     Distance      Geod. Az  |
 HX3141|                                                           dddmmss.s |
 HX3141| DC4849 PERNEL RM 1                           9.460 METERS 09408     |
 HX3141| DC4848 PERNEL AZ MK                                       1921010.4 |
 HX3141| DC4850 PERNEL RM 2                          12.086 METERS 25629     |
 HX3141|---------------------------------------------------------------------|
 HX3141
 HX3141                          SUPERSEDED SURVEY CONTROL
 HX3141
 HX3141  NAD 83(1995)-  38 34 37.64990(N)    081 34 41.80708(W) AD(       ) 2
 HX3141  NAD 83(1986)-  38 34 37.64964(N)    081 34 41.80722(W) AD(       ) 2
 HX3141  NAD 27      -  38 34 37.30900(N)    081 34 42.35700(W) AD(       ) 2
 HX3141
 HX3141.Superseded values are not recommended for survey control.
 HX3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3141.See file dsdata.txt to determine how the superseded data were derived.
 HX3141
 HX3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4962970010(NAD 83)
 HX3141_MARKER: DS = TRIANGULATION STATION DISK
 HX3141_SETTING: 0 = UNSPECIFIED SETTING
 HX3141
 HX3141  HISTORY     - Date     Condition        Report By
 HX3141  HISTORY     - 1944     MONUMENTED       CGS
 HX3141
 HX3141                          STATION DESCRIPTION
 HX3141
 HX3141'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3141'STATION
 HX3141'IS LOCATED NEAR
 HX3141'THE JACKSON-KANAWHA COUNTY LINE, ON A HIGH PROMINENT
 HX3141'HILL, CULTIVATED ON THE N AND E
 HX3141'SIDES WITH A SMALL AMOUNT OF
 HX3141'TIMBER AND BRUSH ON TOP.  THE LAND IS OWNED BY
 HX3141'EVERETT WHEATCRAFT.
 HX3141'THE MARK IS SITUATED NEAR THE S EDGE OF CULTIVATION AND 8 FEET
 HX3141'NNE OF A
 HX3141'WITNESS POST WHICH WAS PLACED AT THE N EDGE OF THE TIMBER.
 HX3141'THE DISK IS STAMPED PERNEL  1944.
 HX3141'
 HX3141'SURFACE-STATION MARK AND REFERENCE MARKS ARE BRONZE DISKS
 HX3141'SET IN CONCRETE AT
 HX3141'THE CENTERS OF THE TOPS OF TILES.  UNDERGROUND
 HX3141'MARK AND AZIMUTH MARK ARE BRONZE
 HX3141'DISKS SET IN CONCRETE.
 HX3141'
 HX3141'REFERENCE MARK 1 IS AT THE S EDGE OF CULTIVATION AND CLEARING.
 HX3141'IT IS STAMPED
 HX3141'PERNEL NO 1 1944.
 HX3141'
 HX3141'REFERENCE MARK 2 IS AT THE S EDGE OF THE CLEARING.  IT IS
 HX3141'STAMPED PERNEL NO  2 1944.
 HX3141'
 HX3141'AZIMUTH MARK IS OPPOSITE A SMALL OIL TANK, 15 FEET W OF THE
 HX3141'APPROXIMATE CENTER
 HX3141'LINE OF TRACK ROAD, 3 FEET NNE OF A 2- BY 4-
 HX3141'INCH WITNESS POST, AND ABOUT 5 FEET
 HX3141'HIGHER THAN THE ROAD.  IT IS
 HX3141'STAMPED PERNEL 1944.
 HX3141'
 HX3141'TO REACH THE STATION FROM ELKVIEW, GO UP A GRADE AT A FORK
 HX3141'LEADING FROM U.S.
 HX3141'HIGHWAY 119 AT A SIGN WILLS AND FRAME FOR 1.5
 HX3141'MILES TO WILLS.  TURN RIGHT AT A
 HX3141'SERVICE STATION ON THE RIGHT AND
 HX3141'GO 0.1 MILE, CROSS A CONCRETE BRIDGE, THEN TAKE THE
 HX3141'LEFT FORK FOR
 HX3141'0.5 MILE, THEN ANOTHER LEFT FORK FOR 3.1 MILES TO THE AARONS FORKS
 HX3141'POST OFFICE.
 HX3141'CONTINUE ON THE MAIN ROAD, KEEPING STRAIGHT AHEAD,
 HX3141'FOR 4.4 MILES TO A STORE ON THE
 HX3141'RIGHT AT BLUNDON.  CONTINUE AHEAD,
 HX3141'KEEPING STRAIGHT AHEAD AT ALL ROADS, FOR 4.6 MILES
 HX3141'TO AN IRON
 HX3141'BRIDGE.  CROSS THE BRIDGE, THEN TURN RIGHT AND GO 0.9 MILE, TURN
 HX3141'LEFT JUST AFTER
 HX3141'PASSING AN OIL PLANT ON THE RIGHT.  GO 0.2 MILE
 HX3141'AND TAKE A RIGHT FORK UP A STEEP
 HX3141'HILL FOLLOWING THE MAIN ROAD FOR
 HX3141'1.05 MILES TO THE TOP OF A PASS AT A BOARD GATE
 HX3141'ABOUT 100 YARDS
 HX3141'TO THE E.  THIS IS THE END OF TRUCK TRAVEL.  PACK W TO THE LEFT
 HX3141'UP AN OLD SLED
 HX3141'ROAD, CROSSING A CULTIVATED FIELD, FOR ABOUT 0.15
 HX3141'MILE TO THE HIGHEST POINT AND STATION.
 HX3141'
 HX3141'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO
 HX3141'SW ON THE TRACK
 HX3141'ROAD FOR 0.75 MILE TO THE MARK ON THE SLOPE ON
 HX3141'THE RIGHT.
 HX3141'
 HX3141'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3428 ***********************************************************************
 HW3428  DESIGNATION -  PETERSBURG STACK
 HW3428  PID         -  HW3428
 HW3428  STATE/COUNTY-  WV/GRANT
 HW3428  USGS QUAD   -  PETERSBURG EAST (1981)
 HW3428
 HW3428                         *CURRENT SURVEY CONTROL
 HW3428  ___________________________________________________________________
 HW3428* NAD 83(1995)-  38 59 38.97567(N)    079 06 48.23819(W)     ADJUSTED  
 HW3428* NAVD 88     -                                                        
 HW3428  ___________________________________________________________________
 HW3428  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 HW3428  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HW3428
 HW3428  HORZ ORDER  -  THIRD
 HW3428
 HW3428.The horizontal coordinates were established by classical geodetic methods
 HW3428.and adjusted by the National Geodetic Survey in April 1998..
 HW3428
 HW3428
 HW3428.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3428
 HW3428.The geoid height was determined by GEOID03.
 HW3428
 HW3428;                    North         East     Units Scale Factor Converg.
 HW3428;SPC WV N     -    54,932.401   633,492.498   MT  1.00000111   +0 14 47.6
 HW3428;UTM  17      - 4,317,821.438   663,383.687   MT  0.99992871   +1 11 14.6
 HW3428
 HW3428                          SUPERSEDED SURVEY CONTROL
 HW3428
 HW3428  NAD 83(1995)-  38 59 38.98028(N)    079 06 48.24776(W) AD(       ) 4
 HW3428  NAD 83(1986)-  38 59 38.98102(N)    079 06 48.24779(W) AD(       ) 4
 HW3428  NAD 27      -  38 59 38.58300(N)    079 06 49.11900(W) AD(       ) 3
 HW3428
 HW3428.Superseded values are not recommended for survey control.
 HW3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3428.See file dsdata.txt to determine how the superseded data were derived.
 HW3428
 HW3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6338417821(NAD 83)
 HW3428_MARKER: 63 = STACK
 HW3428
 HW3428  HISTORY     - Date     Condition        Report By
 HW3428  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3428
 HW3428                          STATION DESCRIPTION
 HW3428
 HW3428'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3624 ***********************************************************************
 HW3624  FBN         -  This is a Federal Base Network Control Station.
 HW3624  PACS        -  This is a Primary Airport Control Station.
 HW3624  DESIGNATION -  PETPORT
 HW3624  PID         -  HW3624
 HW3624  STATE/COUNTY-  WV/GRANT
 HW3624  USGS QUAD   -  PETERSBURG WEST (1995)
 HW3624
 HW3624                         *CURRENT SURVEY CONTROL
 HW3624  ___________________________________________________________________
 HW3624* NAD 83(1995)-  38 59 37.04367(N)    079 08 36.58644(W)     ADJUSTED  
 HW3624* NAVD 88     -       289.38   (meters)     949.4    (feet)  GPS OBS   
 HW3624  ___________________________________________________________________
 HW3624  EPOCH DATE  -        1995.00
 HW3624  X           -     934,963.977 (meters)                     COMP
 HW3624  Y           -  -4,875,127.717 (meters)                     COMP
 HW3624  Z           -   3,991,928.907 (meters)                     COMP
 HW3624  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 HW3624  ELLIP HEIGHT-         257.56  (meters)          (04/23/01) GPS OBS
 HW3624  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HW3624
 HW3624  HORZ ORDER  -  B
 HW3624  ELLP ORDER  -  FOURTH    CLASS I
 HW3624
 HW3624.This mark is at Grant County Airport (W99)
 HW3624
 HW3624.The horizontal coordinates were established by GPS observations
 HW3624.and adjusted by the National Geodetic Survey in December 1995..
 HW3624.The horizontal coordinates are valid at the epoch date displayed above.
 HW3624.The epoch date for horizontal control is a decimal equivalence
 HW3624.of Year/Month/Day.
 HW3624
 HW3624.The orthometric height was determined by GPS observations and a
 HW3624.high-resolution geoid model.
 HW3624
 HW3624.GPS derived orthometric heights for airport stations designated as
 HW3624.PACS or SACS are published to 2 decimal places.  This maintains
 HW3624.centimeter relative accuracy between the PACS and SACS.  It does
 HW3624.not indicate centimeter accuracy relative to other marks which are
 HW3624.part of the NAVD 88 network.
 HW3624
 HW3624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3624
 HW3624.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3624
 HW3624.The ellipsoidal height was determined by GPS observations
 HW3624.and is referenced to NAD 83.
 HW3624
 HW3624.The geoid height was determined by GEOID03.
 HW3624
 HW3624;                    North         East     Units Scale Factor Converg.
 HW3624;SPC WV N     -    54,862.039   630,885.367   MT  1.00000121   +0 13 38.5
 HW3624;UTM  17      - 4,317,708.281   660,778.266   MT  0.99991831   +1 10 06.3
 HW3624
 HW3624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3624!SPC WV N     -   0.99995959  x   1.00000121  =   0.99996080
 HW3624!UTM  17      -   0.99995959  x   0.99991831  =   0.99987790
 HW3624
 HW3624:                Primary Azimuth Mark                     Grid Az
 HW3624:SPC WV N     -  PETPORT AZ MK                            124 58 33.7
 HW3624:UTM  17      -  PETPORT AZ MK                            124 02 05.9
 HW3624
 HW3624|---------------------------------------------------------------------|
 HW3624| PID    Reference Object                     Distance      Geod. Az  |
 HW3624|                                                           dddmmss.s |
 HW3624| HW3627 PETPORT AZ MK                       488.311 METERS 1251212.2 |
 HW3624|---------------------------------------------------------------------|
 HW3624
 HW3624                          SUPERSEDED SURVEY CONTROL
 HW3624
 HW3624  ELLIP H (12/04/95)  257.57   (m)                       GP(1995.00) 4 1
 HW3624  NAD 83(1995)-  38 59 37.05235(N)    079 08 36.60550(W) AD(       ) 3
 HW3624  ELLIP H (01/27/92)  257.49   (m)                       GP(       ) 4 1
 HW3624  NAD 83(1986)-  38 59 37.05466(N)    079 08 36.60634(W) AD(       ) 3
 HW3624  NAD 27      -  38 59 36.64680(N)    079 08 37.45418(W) AD(       ) 3
 HW3624  NGVD 29 (03/22/89)  289.1    (m)          948.     (f) GPS OBS        
 HW3624
 HW3624.Superseded values are not recommended for survey control.
 HW3624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3624.See file dsdata.txt to determine how the superseded data were derived.
 HW3624
 HW3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6077817708(NAD 83)
 HW3624_MARKER: DH = HORIZONTAL CONTROL DISK
 HW3624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW3624_STAMPING: PETPORT 1986
 HW3624_MARK LOGO: NGS   
 HW3624_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3624+STABILITY: SURFACE MOTION
 HW3624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3624+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2000
 HW3624
 HW3624  HISTORY     - Date     Condition        Report By
 HW3624  HISTORY     - 1986     MONUMENTED       NGS
 HW3624  HISTORY     - 19950605 GOOD             NGS
 HW3624  HISTORY     - 19950726 GOOD             NGS
 HW3624  HISTORY     - 19960720 GOOD             NGS
 HW3624  HISTORY     - 20000223 GOOD             NGS
 HW3624  HISTORY     - 20000410 GOOD             NGS
 HW3624  HISTORY     - 20001001 GOOD             NGS
 HW3624
 HW3624                          STATION DESCRIPTION
 HW3624
 HW3624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 HW3624'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 HW3624'SOUTHWEST OF PETERSBURG, AT THE GRANT COUNTY AIRPORT, AT THE
 HW3624'INTERSECTION OF THE MAIN RAMP AND THE SINGLE RUNWAY.
 HW3624'OWNERSHIP--GRANT COUNTY, C/O AIRPORT MANAGER DWIGHT LAW, RT 1 BOX
 HW3624'55,  PETERSBURG WV 26847.  PHONE (304) 257-2215.
 HW3624'
 HW3624'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220 AND
 HW3624'STATE HIGHWAYS 28 AND 55, AT THE STOPLIGHT,
 HW3624'IN DOWNTOWN PETERSBURG, GO
 HW3624'SOUTH FOR 0.5 KM (0.3 MI) ON HIGHWAY 220 TO THE NORTH END OF THE
 HW3624'BRIDGE OVER THE POTOMAC RIVER.
 HW3624'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.6 KM (0.4 MI) ON HIGHWAY
 HW3624'220 TO A PAVED ROAD ON THE RIGHT.
 HW3624'TURN RIGHT AND GO WEST FOR 2.2 KM (1.35 MI) ON THE PAVED ROAD TO
 HW3624'AIRPORT ROAD ON THE RIGHT.
 HW3624'TURN RIGHT AND GO NORTHEAST FOR 0.6 KM (0.4 MI) ON ROUTE 8 (AIRPORT
 HW3624'ROAD) TO THE AIRPORT BUILDINGS AND A GATE THROUGH A FENCE ON THE
 HW3624'RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) ACROSS THE
 HW3624'TARMAC THEN LEFT AND GO NORTHEAST TO THE MAIN RAMP AND THE STATION
 HW3624'ON THE LEFT, BEFORE REACHING THE RUNWAY.
 HW3624'
 HW3624'THE STATION IS A STANDARD NGS DISK
 HW3624'STAMPED---PETPORT 1986---,
 HW3624'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HW3624'32 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED
 HW3624'14.0 METERS (45.9 FT) NORTHWEST FROM THE CENTER OF THE RAMP,
 HW3624'14.0 METERS (45.9 FT) NORTH FROM THE CENTER OF A 0.6 METER SQUARE
 HW3624'CONCRETE DUCT COVER,
 HW3624'13.9 METERS (45.6 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY,
 HW3624'6.1 METERS (20.1 FT) SOUTH-SOUTHEAST FROM THE FIRST WHITE RUNWAY
 HW3624'LIGHT NORTHWEST FROM THE RAMP, AND
 HW3624'0.35 METERS (1.2 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 HW3624'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HW3624'STAMPED---PETPORT 1986---,
 HW3624'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 HW3624'
 HW3624'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 HW3624
 HW3624                          STATION RECOVERY (1995)
 HW3624
 HW3624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DMM)
 HW3624'RECOVERED AS DESCRIBED IN 1987 BY CLS.
 HW3624'
 HW3624'AIRPORT CONTACT HAS CHANGED.  NEW AIRPORT MANAGER IS MS HEAN KONEFUL.
 HW3624'MS KONEFUL LIVES IN A HOUSE TRAILER ON THE AIRPORT.  HER PHONE NUMBER
 HW3624'IS 304-257-4435.
 HW3624'
 HW3624'STATION IS 17.6 FT (5.4 M) SOUTH-SOUTHWEST OF THE FIRST WHITE RUNWAY
 HW3624'LIGHT NORTHWEST OF THE RAMP. STATION IS NOW 0.5 FT (0.2 M) BELOW
 HW3624'SURFACE. RECOVERED AS DESCRIBED BY CLS IN 1987.
 HW3624
 HW3624                          STATION RECOVERY (1995)
 HW3624
 HW3624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 HW3624'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF PETERSBURG,
 HW3624'AT THE GRANT COUNTY AIRPORT, AT THE INTERSECTION OF THE MAIN RAMP AND
 HW3624'THE SINGLE RUNWAY.  OWNERSHIP--GRANT COUNTY, C/O AIRPORT MANAGER JEAN
 HW3624'KONEFUL, PHONE 304-257-4435.  SHE LIVES IN A HOUSE TRAILER ON THE
 HW3624'AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 220 AND
 HW3624'STATE HIGHWAYS 28 AND 55, AT THE STOPLIGHT, IN DOWNTOWN PETERSBURG, GO
 HW3624'SOUTH FOR 0.5 KM (0.30 MI) ON HIGHWAY 220 TO THE NORTH END OF THE
 HW3624'BRIDGE OVER THE POTOMAC RIVER.  CONTINUE STRAIGHT AHEAD AND GO SOUTH
 HW3624'FOR 0.6 KM (0.35 MI) ON HIGHWAY 220 TO A PAVED ROAD ON THE RIGHT.
 HW3624'TURN RIGHT AND GO WEST FOR 2.2 KM (1.35 MI) ON THE PAVED ROAD TO
 HW3624'AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.6 KM
 HW3624'(0.35 MI) ON ROUTE 8 (AIRPORT ROAD) TO THE AIRPORT BUILDINGS AND A
 HW3624'GATE THROUGH A FENCE ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR
 HW3624'0.1 KM (0.05 MI) ACROSS THE TARMAC THEN LEFT AND GO NORTHEAST TO THE
 HW3624'MAIN RAMP AND THE STATION ON THE LEFT, BEFORE REACHING THE RUNWAY.
 HW3624'THE STATION IS RECESSED 15 CM BELOW GROUND.  LOCATED 14.0 METERS (45.9
 HW3624'FT) NORTHWEST FROM THE CENTER OF THE RAMP, 14.0 METERS (45.9 FT) NORTH
 HW3624'FROM THE CENTER OF A 0.6 METER (2.0 FT) SQUARE CONCRETE DUCT COVER,
 HW3624'13.9 METERS (45.6 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY, 0.35
 HW3624'METERS (1.15 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST AND 5.4 M
 HW3624'(17.7 FT) SOUTH-SOUTHEAST OF THE FIRST WHITE RUNWAY LIGHT NORTHWEST OF
 HW3624'THE RAMP.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 HW3624'PRIMARY AIRPORT CONTROL STATION.
 HW3624
 HW3624                          STATION RECOVERY (1996)
 HW3624
 HW3624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 HW3624'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF PETERSBURG,
 HW3624'AT THE GRANT COUNTY AIRPORT, AT THE INTERSECTION OF THE MAIN RAMP AND
 HW3624'THE SINGLE RUNWAY.  OWNERSHIP--GRANT COUNTY, C/O AIRPORT MANAGER JEAN
 HW3624'KONEFUL, PHONE 304-257-4435.  TO REACH THE STATION FROM THE JUNCTION
 HW3624'OF US HIGHWAY 220 AND STATE HIGHWAYS 28 AND 55, AT THE STOPLIGHT, IN
 HW3624'DOWNTOWN PETERSBURG, GO SOUTH FOR 0.5 KM (0.30 MI) ON HIGHWAY 220 TO
 HW3624'THE NORTH END OF THE BRIDGE OVER THE POTOMAC RIVER.  CONTINUE STRAIGHT
 HW3624'AHEAD AND GO SOUTH FOR 0.6 KM (0.35 MI) ON HIGHWAY 220 TO A PAVED ROAD
 HW3624'ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 2.2 KM (1.35 MI) ON THE
 HW3624'PAVED ROAD TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST
 HW3624'FOR 0.6 KM (0.35 MI) ON ROUTE 8 (AIRPORT ROAD) TO THE AIRPORT
 HW3624'BUILDINGS AND A GATE THROUGH A FENCE ON THE RIGHT.  TURN RIGHT AND GO
 HW3624'SOUTHEAST FOR 0.1 KM (0.05 MI) ACROSS THE TARMAC THEN LEFT AND GO
 HW3624'NORTHEAST TO THE MAIN RAMP AND THE STATION ON THE LEFT, BEFORE
 HW3624'REACHING THE RUNWAY.  THE STATION IS RECESSED 15 CM BELOW GROUND.
 HW3624'LOCATED 14.0 METERS (45.9 FT) NORTHWEST FROM THE CENTER OF THE RAMP,
 HW3624'14.0 METERS (45.9 FT) NORTH FROM THE CENTER OF A 0.6 METER (2.0 FT)
 HW3624'SQUARE CONCRETE DUCT COVER, 13.9 METERS (45.6 FT) SOUTHWEST FROM THE
 HW3624'CENTER OF THE RUNWAY, 0.35 METERS (1.15 FT) NORTHEAST FROM A
 HW3624'FIBERGLASS WITNESS POST AND 5.4 M (17.7 FT) SOUTH-SOUTHEAST OF THE
 HW3624'FIRST WHITE RUNWAY LIGHT NORTHWEST OF THE RAMP.  NOTE--THIS STATION
 HW3624'WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL
 HW3624'STATION.
 HW3624
 HW3624                          STATION RECOVERY (2000)
 HW3624
 HW3624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 HW3624'RECOVERED AS DESCRIBED.
 HW3624
 HW3624                          STATION RECOVERY (2000)
 HW3624
 HW3624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 HW3624'RECOVERED AS DESCRIBED.  NOTE--AIRPORT MANAGER IS FRED BANE.
 HW3624
 HW3624                          STATION RECOVERY (2000)
 HW3624
 HW3624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DSM)
 HW3624'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3627 ***********************************************************************
 HW3627  SACS        -  This is a Secondary Airport Control Station.
 HW3627  DESIGNATION -  PETPORT AZ MK
 HW3627  PID         -  HW3627
 HW3627  STATE/COUNTY-  WV/GRANT
 HW3627  USGS QUAD   -  PETERSBURG WEST (1995)
 HW3627
 HW3627                         *CURRENT SURVEY CONTROL
 HW3627  ___________________________________________________________________
 HW3627* NAD 83(1995)-  38 59 27.91482(N)    079 08 20.00681(W)     ADJUSTED  
 HW3627* NAVD 88     -       288.48   (meters)     946.5    (feet)  GPS OBS   
 HW3627  ___________________________________________________________________
 HW3627  X           -     935,389.082 (meters)                     COMP
 HW3627  Y           -  -4,875,225.813 (meters)                     COMP
 HW3627  Z           -   3,991,709.520 (meters)                     COMP
 HW3627  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 HW3627  ELLIP HEIGHT-         256.64  (meters)          (11/30/01) GPS OBS
 HW3627  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HW3627
 HW3627  HORZ ORDER  -  FIRST
 HW3627  ELLP ORDER  -  FIFTH     CLASS I
 HW3627
 HW3627.This mark is at Grant County Airport (W99)
 HW3627
 HW3627.The horizontal coordinates were established by GPS observations
 HW3627.and adjusted by the National Geodetic Survey in August 1997..
 HW3627
 HW3627.The orthometric height was determined by GPS observations and a
 HW3627.high-resolution geoid model.
 HW3627
 HW3627.GPS derived orthometric heights for airport stations designated as
 HW3627.PACS or SACS are published to 2 decimal places.  This maintains
 HW3627.centimeter relative accuracy between the PACS and SACS.  It does
 HW3627.not indicate centimeter accuracy relative to other marks which are
 HW3627.part of the NAVD 88 network.
 HW3627
 HW3627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3627
 HW3627.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3627
 HW3627.The ellipsoidal height was determined by GPS observations
 HW3627.and is referenced to NAD 83.
 HW3627
 HW3627.The geoid height was determined by GEOID03.
 HW3627
 HW3627;                    North         East     Units Scale Factor Converg.
 HW3627;SPC WV N     -    54,582.123   631,285.486   MT  1.00000170   +0 13 49.1
 HW3627;UTM  17      - 4,317,434.996   661,182.894   MT  0.99991991   +1 10 16.5
 HW3627
 HW3627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3627!SPC WV N     -   0.99995974  x   1.00000170  =   0.99996144
 HW3627!UTM  17      -   0.99995974  x   0.99991991  =   0.99987965
 HW3627
 HW3627:                Primary Azimuth Mark                     Grid Az
 HW3627:SPC WV N     -  PETPORT                                  304 58 33.6
 HW3627:UTM  17      -  PETPORT                                  304 02 06.2
 HW3627
 HW3627|---------------------------------------------------------------------|
 HW3627| PID    Reference Object                     Distance      Geod. Az  |
 HW3627|                                                           dddmmss.s |
 HW3627| HW3624 PETPORT                             488.311 METERS 3051222.7 |
 HW3627|---------------------------------------------------------------------|
 HW3627
 HW3627                          SUPERSEDED SURVEY CONTROL
 HW3627
 HW3627  ELLIP H (08/25/97)  256.65   (m)                       GP(       ) 5 1
 HW3627  NAD 83(1995)-  38 59 27.92124(N)    079 08 20.02329(W) AD(       ) 3
 HW3627  ELLIP H (01/27/92)  256.56   (m)                       GP(       ) 4 1
 HW3627  NAD 83(1986)-  38 59 27.92671(N)    079 08 20.02712(W) AD(       ) 3
 HW3627  NAD 27      -  38 59 27.50948(N)    079 08 20.88519(W) AD(       ) 3
 HW3627  NGVD 29 (03/22/89)  288.1    (m)          945.     (f) GPS OBS        
 HW3627
 HW3627.Superseded values are not recommended for survey control.
 HW3627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3627.See file dsdata.txt to determine how the superseded data were derived.
 HW3627
 HW3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6118317435(NAD 83)
 HW3627_MARKER: DZ = AZIMUTH MARK DISK
 HW3627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW3627_STAMPING: PETPORT 1986
 HW3627_MARK LOGO: NGS   
 HW3627_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3627+STABILITY: SURFACE MOTION
 HW3627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3627+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1996
 HW3627
 HW3627  HISTORY     - Date     Condition        Report By
 HW3627  HISTORY     - 1986     MONUMENTED       NGS
 HW3627  HISTORY     - 19880526 GOOD
 HW3627  HISTORY     - 19950605 GOOD             NGS
 HW3627  HISTORY     - 19960720 GOOD             NGS
 HW3627
 HW3627                          STATION DESCRIPTION
 HW3627
 HW3627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 HW3627'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 HW3627'SOUTHWEST OF PETERSBURG, AT THE GRANT COUNTY AIRPORT, IN THE INSIDE
 HW3627'GRASS ISLAND FORMED BY THE AIRPLANE TURNAROUND AT THE SOUTHEAST END
 HW3627'OF THE SINGLE RUNWAY.
 HW3627'OWNERSHIP--GRANT COUNTY, C/O AIRPORT MANAGER DWIGHT LAW, RT 1 BOX
 HW3627'55, PETERSBURG WV 26847.  PHONE (304) 257-2215.
 HW3627'
 HW3627'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220 AND
 HW3627'STATE HIGHWAYS 28 AND 55, AT THE STOPLIGHT,
 HW3627'IN DOWNTOWN PETERSBURG, GO
 HW3627'SOUTH FOR 0.5 KM (0.3 MI) ON HIGHWAY 220 TO THE NORTH END OF THE
 HW3627'BRIDGE OVER THE POTOMAC RIVER.
 HW3627'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.6 KM (0.4 MI) ON HIGHWAY
 HW3627'220 TO A PAVED ROAD ON THE RIGHT.
 HW3627'TURN RIGHT AND GO WEST FOR 2.2 KM (1.35 MI) ON THE PAVED ROAD TO
 HW3627'AIRPORT ROAD ON THE RIGHT.
 HW3627'TURN RIGHT AND GO NORTHEAST FOR 0.6 KM (0.4 MI) ON ROUTE 8 (AIRPORT
 HW3627'ROAD) TO THE AIRPORT BUILDINGS AND A GATE ON THE RIGHT.  TURN RIGHT
 HW3627'FOR 0.1 KM (0.05 MI) PASSING THROUGH THE GATE ACROSS THE TARMAC
 HW3627'THEN LEFT, NORTHEAST ON THE MAIN RAMP TO THE RUNWAY.  TURN RIGHT
 HW3627'AND GO SOUTHEAST FOR 0.5 KM (0.3 MI) ALONG THE RUNWAY TO THE
 HW3627'STATION ON THE RIGHT, AT THE SOUTHEAST END OF THE RUNWAY.
 HW3627'
 HW3627'THE STATION IS A STANDARD NGS DISK
 HW3627'STAMPED---PETPORT 1986---,
 HW3627'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HW3627'32 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED
 HW3627'39.2 METERS (128.6 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY,
 HW3627'25.5 METERS (83.7 FT) NORTH FROM THE SOUTH CORNER OF THE PAVED
 HW3627'TURNAROUND,
 HW3627'11.4 METERS (37.4 FT) SOUTH FROM THE NORTHEAST END OF A METAL PIPE
 HW3627'CULVERT,
 HW3627'6.6 METERS (21.7 FT) NORTHEAST FROM THE CENTER OF THE AIRPLANE
 HW3627'TURNAROUND, AND
 HW3627'0.25 METERS (0.8 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 HW3627'
 HW3627'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 HW3627
 HW3627                          STATION RECOVERY (1988)
 HW3627
 HW3627'RECOVERED 1988
 HW3627'RECOVERED IN GOOD CONDITION.
 HW3627
 HW3627                          STATION RECOVERY (1995)
 HW3627
 HW3627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DMM)
 HW3627'RECOVERED AS DESCRIBED BY CLS IN 1987 WITH THE FOLLOWING CORRECTIONS.
 HW3627' 
 HW3627'AIRPORT MANAGER IS NOW JEAN KONEFUL, HER NUMBER IS 304-257-4435.
 HW3627'LIGHTING HAS BEEN INSTALLED SINCE THE EARLIER DESCRIPTION.  STATION IS
 HW3627'2.5 FT (0.8 M) FROM THE SOUTHWEST CORNER OF A RUNWAY INDICATOR SIGN.
 HW3627'12.8 FT (3.9 M) SSE OF THE FIRST BLUE LIGHT WEST OF THE RUNWAY
 HW3627'INDICATOR SIGN AND 7 FT (2.1 M) NORTH OF THE NORTH EDGE OF THE
 HW3627'TAXIWAY.
 HW3627' 
 HW3627'STATION IS 0.5 FT (0.2 M) BELOW SURFACE..
 HW3627' 
 HW3627'.
 HW3627
 HW3627                          STATION RECOVERY (1996)
 HW3627
 HW3627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HW3627'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF PETERSBURG,
 HW3627'AT THE GRANT COUNTY AIRPORT, IN THE INSIDE GRASS ISLAND FORMED BY THE
 HW3627'AIRPLANE TURNAROUND AT THE SOUTHEAST END OF THE SINGLE RUNWAY.
 HW3627'OWNERSHIP--GRANT COUNTY, C/O AIRPORT MANAGER JEAN KONEFUL, PHONE (304)
 HW3627'257-4435.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220
 HW3627'AND STATE HIGHWAYS 28 AND 55, AT THE STOPLIGHT, IN DOWNTOWN
 HW3627'PETERSBURG, GO SOUTH FOR 0.5 KM (0.30 MI) ON HIGHWAY 220 TO THE NORTH
 HW3627'END OF THE BRIDGE OVER THE POTOMAC RIVER.  CONTINUE STRAIGHT AHEAD AND
 HW3627'GO SOUTH FOR 0.6 KM (0.35 MI) ON HIGHWAY 220 TO A PAVED ROAD ON THE
 HW3627'RIGHT.  TURN RIGHT AND GO WEST FOR 2.2 KM (1.35 MI) ON THE PAVED ROAD
 HW3627'TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.6 KM
 HW3627'(0.35 MI) ON ROUTE 8 (AIRPORT ROAD) TO THE AIRPORT BUILDINGS AND A
 HW3627'GATE ON THE RIGHT.  TURN RIGHT FOR 0.1 KM (0.05 MI) PASSING THROUGH
 HW3627'THE GATE ACROSS THE TARMAC THEN LEFT, NORTHEAST ON THE MAIN RAMP TO
 HW3627'THE RUNWAY.  TURN RIGHT AND GO SOUTHEAST FOR 0.5 KM (0.30 MI) ALONG
 HW3627'THE RUNWAY TO THE STATION ON THE RIGHT, AT THE SOUTHEAST END OF THE
 HW3627'RUNWAY.  STATION IS 2.5 FT (0.8 M) FROM THE SOUTHWEST CORNER OF A
 HW3627'RUNWAY INDICATOR SIGN.  12.8 FT (3.9 M) SSE OF THE FIRST BLUE LIGHT
 HW3627'WEST OF THE RUNWAY INDICATOR SIGN AND 7 FT (2.1 M) NORTH OF THE NORTH
 HW3627'EDGE OF THE TAXIWAY.  STATION IS 0.5 FT (15.2 CM) BELOW SURFACE..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3573 ***********************************************************************
 HW3573  DESIGNATION -  PHARIS
 HW3573  PID         -  HW3573
 HW3573  STATE/COUNTY-  WV/RANDOLPH
 HW3573  USGS QUAD   -  SINKS OF GANDY (1995)
 HW3573
 HW3573                         *CURRENT SURVEY CONTROL
 HW3573  ___________________________________________________________________
 HW3573* NAD 83(1995)-  38 44 27.99856(N)    079 37 38.95986(W)     ADJUSTED  
 HW3573* NAVD 88     -      1424.7    (meters)    4674.     (feet)  VERTCON   
 HW3573  ___________________________________________________________________
 HW3573  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 HW3573  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HW3573
 HW3573  HORZ ORDER  -  SECOND
 HW3573
 HW3573.The horizontal coordinates were established by classical geodetic methods
 HW3573.and adjusted by the National Geodetic Survey in April 1998..
 HW3573
 HW3573.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3573
 HW3573.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3573
 HW3573.The geoid height was determined by GEOID03.
 HW3573
 HW3573;                    North         East     Units Scale Factor Converg.
 HW3573;SPC WV S     -   194,132.332   719,320.152   MT  0.99997280   +0 50 54.5
 HW3573;UTM  17      - 4,288,942.177   619,282.529   MT  0.99977521   +0 51 32.5
 HW3573
 HW3573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3573!SPC WV S     -   0.99978129  x   0.99997280  =   0.99975410
 HW3573!UTM  17      -   0.99978129  x   0.99977521  =   0.99955655
 HW3573
 HW3573|---------------------------------------------------------------------|
 HW3573| PID    Reference Object                     Distance      Geod. Az  |
 HW3573|                                                           dddmmss.s |
 HW3573| DC4081 PHARIS RM 1                          12.840 METERS 11829     |
 HW3573| HW3568 GATEWOOD LOOKOUT HOUSE              APPROX. 4.6 KM 1241646.7 |
 HW3573| DC4082 PHARIS RM 2                          12.687 METERS 18501     |
 HW3573| DC4080 PHARIS AZ MK                                       2070001.2 |
 HW3573| HW3577 GAUDINEER LOOKOUT TOWER             APPROX.23.4 KM 2332625.6 |
 HW3573| HW3564 BICKLE KNOB LOOKOUT TOWER           APPROX.23.3 KM 3371308.3 |
 HW3573|---------------------------------------------------------------------|
 HW3573
 HW3573                          SUPERSEDED SURVEY CONTROL
 HW3573
 HW3573  NAD 83(1995)-  38 44 28.00205(N)    079 37 38.96872(W) AD(       ) 2
 HW3573  NAD 83(1986)-  38 44 28.00302(N)    079 37 38.97017(W) AD(       ) 2
 HW3573  NAD 27      -  38 44 27.59620(N)    079 37 39.77480(W) AD(       ) 2
 HW3573  NGVD 29 (07/19/86) 1424.8    (m)         4675.     (f) VERT ANG       
 HW3573
 HW3573.Superseded values are not recommended for survey control.
 HW3573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3573.See file dsdata.txt to determine how the superseded data were derived.
 HW3573
 HW3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC1928388942(NAD 83)
 HW3573_MARKER: DD = SURVEY DISK
 HW3573_SETTING: 80 = SET IN A BOULDER
 HW3573_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3573
 HW3573  HISTORY     - Date     Condition        Report By
 HW3573  HISTORY     - 1956     MONUMENTED       USGS
 HW3573  HISTORY     - 1957     GOOD             CGS
 HW3573
 HW3573                          STATION DESCRIPTION
 HW3573
 HW3573'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WRH)
 HW3573'STATION IS LOCATED, AIRLINE, ABOUT 17 MILES SOUTHEAST OF ELKINS, 11
 HW3573'MILES WEST OF RIVERTON, 5
 HW3573'MILES SOUTHEAST OF GLADY AND BETWEEN DRY FORK AND GANDY CREEK.  IT IS
 HW3573'ON THE HIGHEST POINT OF A POINTED
 HW3573'TIMBER TOPPED MOUNTAIN KNOWN AS PHARIS KNOB.
 HW3573'
 HW3573'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF U.S. HIGHWAY 33
 HW3573'AND STATE HIGHWAY 32 IN
 HW3573'HARMAN, GO SOUTHWEST ON U.S. HIGHWAY 33 FOR 1.6 MILES TO A SIDE ROAD
 HW3573'ON THE LEFT AT A SIGN SPRUCE
 HW3573'LAKE 22-1/2 MILES, TURN LEFT AS PER SIGN AND GO 3.8
 HW3573'MILES TO A CROSS ROAD AT JOB, KEEP RIGHT AND GO
 HW3573'0.05 MILE TO A T INTERSECTION, TURN
 HW3573'LEFT, SOUTH, AND GO 2.9 MILES TO A SIDE ROAD ON THE RIGHT, JUST
 HW3573'BEYOND A STEEL BRIDGE, TURN RIGHT
 HW3573'AND GO 0.4 MILE TO A FORK, TAKE THE RIGHT FORK AND FOLLOW THE MAIN
 HW3573'TRAVELED ROAD FOR 5.3 MILES TO A
 HW3573'GATE, PASS THROUGH AND CONTINUE FOR 0.15 MILE TO A ROAD ON
 HW3573'THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.6
 HW3573'MILES TO A GATE, PASS THROUGH AND CONTINUE
 HW3573'FOR 1.0 MILE TO A GATE AND A CONCRETE BLOCK CABIN.  THIS IS
 HW3573'THE END OF TRUCK TRAVEL FOR AN
 HW3573'ORDINARY DRIVE TRUCK.  A FOUR WHEEL DRIVE TRUCK WILL GO 0.8 MILE
 HW3573'FARTHER AND ELIMINATE THE
 HW3573'STEEPEST PART OF THE PACK.  FROM THE CONCRETE BLOCK CABIN PASS
 HW3573'THROUGH THE GATE AND TURN LEFT UP
 HW3573'THE STEEP SLOPE FOR 0.8 MILE TO THE EDGE OF THE TIMBER AND
 HW3573'ON THE LEFT SIDE OF A FENCE LINE AT A FENCE
 HW3573'CORNER WHERE ONE LINE GOES INTO THE TIMBER.
 HW3573'FROM THE FENCE CORNER PACK UP A BLAZED TRAIL ALONG THE LEFT
 HW3573'SIDE OF THE FENCE LINE FOR
 HW3573'ABOUT 10 MINUTES TO WHERE THE BLAZED TREES TURN RIGHT UP THE STEEP
 HW3573'SLOPE, FOLLOW THE BLAZED TREES UP
 HW3573'THE SLOPE FOR ABOUT 10 MINUTES TO THE HIGHEST POINT AND THE STATION.
 HW3573'
 HW3573'STATION MARK, UNSTAMPED, IS A USGS DISK CEMENTED IN A DRILL HOLE IN A
 HW3573'BOULDER 3 BY 6 FEET AND
 HW3573'PROJECTING 1 FOOT ON THE HIGHEST SIDE.
 HW3573'
 HW3573'REFERENCE MARK NUMBER 1, STAMPED PHARIS USGS NO 1 1956, IS A STANDARD
 HW3573'DISK CEMENTED IN A
 HW3573'DRILL HOLE IN A BOULDER 1 BY 3 FEET, PROJECTING 10 INCHES AND IS 3
 HW3573'FEET LOWER THAN THE STATION.  IT
 HW3573'IS 8 FEET WEST OF THE START OF THE STEEP SLOPE OF THE HILL.
 HW3573'
 HW3573'REFERENCE MARK NUMBER 2, STAMPED PHARIS USGS NO 2 1956, IS A STANDARD
 HW3573'DISK CEMENTED IN A
 HW3573'DRILL HOLE IN OUTCROPPING BEDROCK 2 BY 10 FEET, PROJECTING 4 FEET ON
 HW3573'THE EAST SIDE AND IS 5 FEET LOWER
 HW3573'THAN THE STATION.  IT IS 12 INCHES SOUTH OF A 12 INCH CAIRN.
 HW3573'
 HW3573'AZIMUTH MARK, STAMPED PHARIS USGS 1956, IS A STANDARD DISK CEMENTED
 HW3573'IN A DRILL HOLE IN A
 HW3573'BOULDER 4 BY 8 FEET, PROJECTING 2 FEET AND IN PASTURE LAND.  TO REACH
 HW3573'FROM THE CONCRETE BLOCK HOUSE AND
 HW3573'GATE, PASS THROUGH THE GATE AND CONTINUE STRAIGHT
 HW3573'AHEAD FOR 0.6 MILE TO A DOUBLE GATE ON THE
 HW3573'RIGHT AND THE AZIMUTH MARK 96.0 FEET SOUTH
 HW3573'OF THE CENTERLINE OF THE ROAD.  IT IS MARKED BY A 12 INCH CAIRN.
 HW3573'
 HW3573'HEIGHT OF LIGHT ABOVE STATION MARK - 6.59 METERS.
 HW3573
 HW3573                          STATION RECOVERY (1957)
 HW3573
 HW3573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3573'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HW3573'CONDITION.  THE DISTANCE
 HW3573'FROM THE CENTER OF THE ROAD TO THE AZIMUTH MARK WAS FOUND TO BE 168
 HW3573'FEET INSTEAD OF 96 FEET AND IT
 HW3573'IS ALSO 98 FEET SOUTHEAST OF A FENCE LINE.  THE DESCRIPTION TO REACH
 HW3573'THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2144 ***********************************************************************
 JX2144  DESIGNATION -  PHERSON
 JX2144  PID         -  JX2144
 JX2144  STATE/COUNTY-  WV/WOOD
 JX2144  USGS QUAD   -  KANAWHA (1989)
 JX2144
 JX2144                         *CURRENT SURVEY CONTROL
 JX2144  ___________________________________________________________________
 JX2144* NAD 83(1995)-  39 14 47.05973(N)    081 28 18.23989(W)     ADJUSTED  
 JX2144* NAVD 88     -       311.49   (+/-2cm)    1021.9    (feet)  VERTCON   
 JX2144  ___________________________________________________________________
 JX2144  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 JX2144  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JX2144
 JX2144  HORZ ORDER  -  FIRST
 JX2144  VERT ORDER  -  THIRD ? (See Below)
 JX2144
 JX2144.The horizontal coordinates were established by classical geodetic methods
 JX2144.and adjusted by the National Geodetic Survey in April 1998..
 JX2144
 JX2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2144.The vertical order pertains to the NGVD 29 superseded value.
 JX2144
 JX2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2144
 JX2144.The geoid height was determined by GEOID03.
 JX2144
 JX2144;                    North         East     Units Scale Factor Converg.
 JX2144;SPC WV N     -    84,731.252   429,809.879   MT  0.99996255   -1 15 27.1
 JX2144;SPC OH S     -   138,872.675   688,757.918   MT  0.99993879   +0 39 08.8
 JX2144;UTM  17      - 4,344,227.061   459,293.751   MT  0.99962040   -0 17 54.4
 JX2144
 JX2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2144!SPC WV N     -   0.99995650  x   0.99996255  =   0.99991905
 JX2144!SPC OH S     -   0.99995650  x   0.99993879  =   0.99989529
 JX2144!UTM  17      -   0.99995650  x   0.99962040  =   0.99957691
 JX2144
 JX2144|---------------------------------------------------------------------|
 JX2144| PID    Reference Object                     Distance      Geod. Az  |
 JX2144|                                                           dddmmss.s |
 JX2144| CD2057 PHERSON RM 1                         79.605 METERS 06942     |
 JX2144| CD2056 PHERSON AZ MK                                      1485801.3 |
 JX2144| JX2199 S PARKERSBURG AMER VISCOSE STK      APPROX. 4.2 KM 2600258.0 |
 JX2144| CD2058 PHERSON RM 2                         72.049 METERS 33451     |
 JX2144|---------------------------------------------------------------------|
 JX2144
 JX2144                          SUPERSEDED SURVEY CONTROL
 JX2144
 JX2144  NAD 83(1986)-  39 14 47.06403(N)    081 28 18.24639(W) AD(       ) 1
 JX2144  NAD 27      -  39 14 46.79200(N)    081 28 18.80900(W) AD(       ) 1
 JX2144  NGVD 29 (07/19/86)  311.66   (m)         1022.5    (f) LEVELING    3  
 JX2144
 JX2144.Superseded values are not recommended for survey control.
 JX2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2144.See file dsdata.txt to determine how the superseded data were derived.
 JX2144
 JX2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5929444227(NAD 83)
 JX2144_MARKER: DS = TRIANGULATION STATION DISK
 JX2144_SETTING: 0 = UNSPECIFIED SETTING
 JX2144
 JX2144  HISTORY     - Date     Condition        Report By
 JX2144  HISTORY     - 1944     MONUMENTED       CGS
 JX2144  HISTORY     - 1962     GOOD             USGS
 JX2144  HISTORY     - 1963     GOOD             AEROS
 JX2144  HISTORY     - 1971     GOOD             NGS
 JX2144
 JX2144                          STATION DESCRIPTION
 JX2144
 JX2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2144'STATION IS LOCATED
 JX2144'ABOUT 4.5 MILES
 JX2144'ESE OF THE CITY OF PARKERSBURG, ON A BARE HILL
 JX2144'LOCALLY KNOWN AS RED HILL, AND ON
 JX2144'THE PROPERTY OF MRS. TOM
 JX2144'MCPHERSON.  IT IS ABOUT 250 FEET S OF U.S. HIGHWAY
 JX2144'50, 165 FEET S
 JX2144'OF AN E-W FENCELINE, AND 5 FEET W OF A WOODEN WITNESS POST.  STATION
 JX2144'MARK IS STAMPED
 JX2144'PHERSON 1944 AND IS 12 INCHES BELOW GROUND.
 JX2144'
 JX2144'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX2144'DISKS SET IN
 JX2144'CONCRETE.
 JX2144'
 JX2144'REFERENCE MARK 1 IS 261.17 FEET (SLOPE DISTANCE) NE OF THE
 JX2144'STATION.  IT IS
 JX2144'ABOUT 40 FEET S OF THE CENTER LINE OF U.S. HIGHWAY
 JX2144'50, ON THE S EMBANKMENT OF THE
 JX2144'HIGHWAY, 18 FEET W OF A NE FENCE
 JX2144'CORNERPOST AND A WIRE GATE, AND 1 FOOT S OF AN
 JX2144'E-W FENCELINE.
 JX2144'IT IS STAMPED PHERSON NO 1 1944 AND PROJECTS ABOUT 3 INCHES.
 JX2144'
 JX2144'REFERENCE MARK 2 IS 236.38 FEET (SLOPE DISTANCE) NW OF THE
 JX2144'STATION.  IT IS
 JX2144'ABOUT 80 FEET S OF THE CENTER LINE OF U.S. HIGHWAY
 JX2144'50, 1 FOOT S OF E-W FENCELINE, AND
 JX2144'ABOUT 15 FEET LOWER IN ELEVATION
 JX2144'THAN THE STATION MARK.  IT IS STAMPED PHERSON NO 2
 JX2144'1944
 JX2144'AND PROJECTS ABOUT 3 INCHES.
 JX2144'
 JX2144'AZIMUTH MARK IS ON THE SUMMIT OF THE GRADE, 13 FEET N OF THE
 JX2144'APPROXIMATE CENTER
 JX2144'LINE OF A GRADED DIRT ROAD, 3 FEET W OF A
 JX2144'WOODEN WITNESS POST, AND 1 FOOT S OF
 JX2144'E-W FENCELINE.  IT IS STAMPED
 JX2144'PHERSON 1944 AND PROJECTS ABOUT 3 INCHES.
 JX2144'
 JX2144'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JX2144'ALTERNATE U.S.
 JX2144'HIGHWAY 21 IN THE E SECTION OF THE CITY OF PARKERSBURG,
 JX2144'GO E ON HIGHWAY 50 FOR 5.1 MILES
 JX2144'TO A DIRT T-ROAD RIGHT.*
 JX2144'HERE TURN RIGHT AND GO 0.1 MILE TO A WIRE GATE,
 JX2144'PASS THROUGH GATE
 JX2144'AND GO 0.05 MILE TO A SHARP TURN TO THE RIGHT, TURN RIGHT AND GO
 JX2144'0.05 MILE TO
 JX2144'ANOTHER WIRE GATE, PASS THROUGH GATE AND GO N FOR
 JX2144'0.1 MILE TO THE SUMMIT OF THE
 JX2144'HILL AND STATION.
 JX2144'
 JX2144'*TO REACH THE AZIMUTH MARK FROM THE T-ROAD RIGHT, GO E ON
 JX2144'U.S. HIGHWAY 50
 JX2144'FOR 0.3 MILE TO A ROAD RIGHT AND A NUMBER OF FARMHOUSES
 JX2144'ON THE RIGHT, HERE TURN RIGHT ON A
 JX2144'DIRT ROAD AND GO 0.45
 JX2144'MILE TO THE SUMMIT OF THE GRADE AND THE AZIMUTH MARK
 JX2144'ON THE LEFT.
 JX2144'
 JX2144'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JX2144
 JX2144                          STATION RECOVERY (1962)
 JX2144
 JX2144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (FBM)
 JX2144'THIS STATION WAS RECOVERED AS DESCRIBED ON U.S. COAST AND GEODETIC
 JX2144'SURVEY DESCRIPTION OF TRIANGULATION STATIONS, QUAD. 390812, STATION
 JX2144'1012.
 JX2144
 JX2144                          STATION RECOVERY (1963)
 JX2144
 JX2144'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 JX2144'RECOVERED AS DESCRIBED.
 JX2144
 JX2144                          STATION RECOVERY (1971)
 JX2144
 JX2144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WTJ)
 JX2144'STATION MARK AND RMS 1 AND 2 RECOVERED IN GOOD CONDITION.  AZIMUTH
 JX2144'MARK BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
 JX2144'
 JX2144'A NEW TO REACH AS FOLLOWS--FROM THE JUNCTION OF U.S. HWY. 50 AND
 JX2144'U.S. HWY 21A IN PARKERSBURG, GO E. ON HWY. 50 FOR 5.1 MILES TO A
 JX2144'CONCRETE DRIVE TO THE RIGHT (W), TURN RIGHT UP DRIVE 0.1 MILE TO
 JX2144'THE HOME OF MR. F.M.LEACH, WALK N. TO FRONT OF HOUSE AND STATION,
 JX2144'48.9 FT. NW OF NE CORNER OF LEACH HOUSE, 22.5 FT. NE OF NW CORNER
 JX2144'OF HOUSE, 19.9 FT. N. OF CENTER OF WESTERLY ONE OF TWO DOORS
 JX2144'INTO HOUSE.  STATION IS ABOUT 12 INCHES UNDERGROUND.
 JX2144'
 JX2144'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES ESE
 JX2144'OF PARKERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3476 ***********************************************************************
 HW3476  DESIGNATION -  PICEA
 HW3476  PID         -  HW3476
 HW3476  STATE/COUNTY-  WV/PENDLETON
 HW3476  USGS QUAD   -  ONEGO (1995)
 HW3476
 HW3476                         *CURRENT SURVEY CONTROL
 HW3476  ___________________________________________________________________
 HW3476* NAD 83(1995)-  38 47 47.76128(N)    079 28 15.40623(W)     ADJUSTED  
 HW3476* NAVD 88     -      1405.8    (meters)    4612.     (feet)  VERTCON   
 HW3476  ___________________________________________________________________
 HW3476  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 HW3476  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HW3476
 HW3476  HORZ ORDER  -  SECOND
 HW3476
 HW3476.The horizontal coordinates were established by classical geodetic methods
 HW3476.and adjusted by the National Geodetic Survey in April 1998..
 HW3476
 HW3476.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3476
 HW3476.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3476
 HW3476.The geoid height was determined by GEOID03.
 HW3476
 HW3476;                    North         East     Units Scale Factor Converg.
 HW3476;SPC WV S     -   200,504.348   732,826.501   MT  0.99998267   +0 56 42.9
 HW3476;UTM  17      - 4,295,315.795   632,785.118   MT  0.99981712   +0 57 29.4
 HW3476
 HW3476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3476!SPC WV S     -   0.99978430  x   0.99998267  =   0.99976697
 HW3476!UTM  17      -   0.99978430  x   0.99981712  =   0.99960146
 HW3476
 HW3476:                Primary Azimuth Mark                     Grid Az
 HW3476:SPC WV S     -  PICEA AZ MK                              022 34 46.1
 HW3476:UTM  17      -  PICEA AZ MK                              022 33 59.6
 HW3476
 HW3476|---------------------------------------------------------------------|
 HW3476| PID    Reference Object                     Distance      Geod. Az  |
 HW3476|                                                           dddmmss.s |
 HW3476| DC4083 PICEA AZ MK                                        0233129.0 |
 HW3476| DC4085 PICEA RM 2                            9.257 METERS 13353     |
 HW3476| HW3568 GATEWOOD LOOKOUT HOUSE              APPROX.13.1 KM 2282001.3 |
 HW3476| DC4084 PICEA RM 1                           11.781 METERS 35045     |
 HW3476|---------------------------------------------------------------------|
 HW3476
 HW3476                          SUPERSEDED SURVEY CONTROL
 HW3476
 HW3476  NAD 83(1995)-  38 47 47.76590(N)    079 28 15.41437(W) AD(       ) 2
 HW3476  NAD 83(1986)-  38 47 47.76721(N)    079 28 15.41594(W) AD(       ) 2
 HW3476  NAD 27      -  38 47 47.36560(N)    079 28 16.23700(W) AD(       ) 2
 HW3476  NGVD 29 (07/19/86) 1405.9    (m)         4613.     (f) VERT ANG       
 HW3476
 HW3476.Superseded values are not recommended for survey control.
 HW3476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3476.See file dsdata.txt to determine how the superseded data were derived.
 HW3476
 HW3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC3278595316(NAD 83)
 HW3476_MARKER: DS = TRIANGULATION STATION DISK
 HW3476_SETTING: 80 = SET IN A BOULDER
 HW3476_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3476
 HW3476  HISTORY     - Date     Condition        Report By
 HW3476  HISTORY     - 1956     MONUMENTED       CGS
 HW3476
 HW3476                          STATION DESCRIPTION
 HW3476
 HW3476'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3476'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED MOUNTAIN
 HW3476'AND ON THE SOUTHERNMOST
 HW3476'AND HIGHEST ONE OF TWO SUMMITS THAT ARE ABOUT 3/4 MILE APART.
 HW3476'AIRLINE IT IS ABOUT 5 MILES
 HW3476'SOUTH-SOUTHWEST OF ONEGO, 9 MILES SOUTH-SOUTHEAST OF HARMAN, AND 22
 HW3476'MILES EAST-SOUTHEAST OF ELKINS.
 HW3476'
 HW3476'TO REACH THE STATION FROM THE POST OFFICE IN ONEGO GO NORTHWEST ON U.
 HW3476'S. HIGHWAY 33 FOR 2.2 MILES
 HW3476'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AS PER SIGN WHITES RUN RD.
 HW3476'AND GO SOUTHWEST 0.5 MILE TO A
 HW3476'FORK.  TAKE THE LEFT FORK SOUTHERLY FOR 2.5 MILES TO A
 HW3476'FORK.  TAKE THE LEFT FORK STRAIGHT AHEAD ON THE
 HW3476'MAIN ROAD AND GO 0.4 MILE TO A REVERSE
 HW3476'FORK ON THE LEFT AND A BOARD GATE.  TURN SHARP LEFT THROUGH THE
 HW3476'GATE AND GO 0.3 MILE TO A GATE.
 HW3476'PASS THROUGH THE GATE AND GO 0.1 MILE ON ROAD AROUND FARMHOUSE TO A
 HW3476'FORK AT THE SOUTHEAST EDGE OF A
 HW3476'GROUP OF FARM BUILDINGS.  TAKE THE RIGHT FORK AND GO
 HW3476'SOUTHEAST UP A LANE 0.05 MILE TO A GATE.
 HW3476'PASS THROUGH THE GATE AND GO SOUTHEAST 0.8
 HW3476'MILE TO A GATE.  PASS THROUGH THE GATE, CROSS A PIPE LINE
 HW3476'CLEARING, AND GO SOUTH 0.05 MILE
 HW3476'TO A GATE.  PASS THROUGH THE GATE AND GO SOUTH 0.2 MILE TO A FORK.
 HW3476'TAKE THE RIGHT FORK AND GO SOUTH
 HW3476'0.25 MILE TO A GATE.  PASS THROUGH THE GATE AND GO SOUTH 0.4 MILE TO
 HW3476'A POINT WHERE THE ROAD TURNS EAST AT
 HW3476'A SIGN TRAIL AND AN ARROW.  PACK SOUTH ON A GOOD
 HW3476'TRAIL ABOUT 3/4 MILE TO A CAIRN AND THE AZIMUTH MARK ON
 HW3476'THE SUMMIT OF A MOUNTAIN.
 HW3476'CONTINUE SOUTH ON THE TRAIL ABOUT 1/4 MILE TO A FENCE LINE IN A
 HW3476'SADDLE.  CROSS THE FENCE LINE
 HW3476'AND PACK SOUTH UP A SLOPE ABOUT 1/2 MILE TO THE HIGHEST POINT OF THE
 HW3476'MOUNTAIN AND THE STATION.
 HW3476'THIS IS ABOUT A 45 MINUTE PACK.
 HW3476'
 HW3476'THE STATION MARK IS A STANDARD DISK STAMPED PICEA 1956 CEMENTED IN A
 HW3476'DRILL HOLE IN THE TOP OF A
 HW3476'BOULDER THAT PROJECTS 1 FOOT ABOVE THE GROUND.
 HW3476'
 HW3476'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED PICEA NO 1 1956
 HW3476'CEMENTED IN A DRILL HOLE IN
 HW3476'THE TOP OF A BOULDER THAT PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS
 HW3476'THE SAME ELEVATION AS THE STATION.
 HW3476'
 HW3476'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED PICEA NO 2 1956
 HW3476'CEMENTED IN A DRILL HOLE IN
 HW3476'THE TOP OF A BOULDER THAT PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS
 HW3476'THE SAME ELEVATION AS THE STATION.
 HW3476'
 HW3476'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PICEA 1956 CEMENTED IN A
 HW3476'DRILL HOLE IN THE TOP OF A
 HW3476'BOULDER THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 74 FEET EAST
 HW3476'OF THE TRAIL AND 3 FEET EAST OF A 4 FOOT CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0316 ***********************************************************************
 GY0316  DESIGNATION -  PICKERING
 GY0316  PID         -  GY0316
 GY0316  STATE/COUNTY-  WV/MINGO
 GY0316  USGS QUAD   -  HOLDEN (1989)
 GY0316
 GY0316                         *CURRENT SURVEY CONTROL
 GY0316  ___________________________________________________________________
 GY0316* NAD 83(1995)-  37 46 46.50795(N)    082 06 24.73496(W)     ADJUSTED  
 GY0316* NAVD 88     -       588.904  (meters)    1932.10   (feet)  ADJUSTED  
 GY0316  ___________________________________________________________________
 GY0316  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 GY0316  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GY0316  DYNAMIC HT  -         588.478 (meters)    1930.70  (feet)  COMP
 GY0316  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 GY0316
 GY0316  HORZ ORDER  -  SECOND
 GY0316  VERT ORDER  -  SECOND    CLASS 0
 GY0316
 GY0316.The horizontal coordinates were established by classical geodetic methods
 GY0316.and adjusted by the National Geodetic Survey in April 1998..
 GY0316
 GY0316.The orthometric height was determined by differential leveling
 GY0316.and adjusted by the National Geodetic Survey in June 1991..
 GY0316
 GY0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY0316
 GY0316.The geoid height was determined by GEOID03.
 GY0316
 GY0316.The dynamic height is computed by dividing the NAVD 88
 GY0316.geopotential number by the normal gravity value computed on the
 GY0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0316.degrees latitude (g = 980.6199 gals.).
 GY0316
 GY0316.The modeled gravity was interpolated from observed gravity values.
 GY0316
 GY0316;                    North         East     Units Scale Factor Converg.
 GY0316;SPC WV S     -    87,106.984   502,497.697   MT  0.99995050   -0 41 03.3
 GY0316;UTM  17      - 4,181,936.869   402,528.029   MT  0.99971702   -0 40 41.3
 GY0316
 GY0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY0316!SPC WV S     -   0.99991258  x   0.99995050  =   0.99986308
 GY0316!UTM  17      -   0.99991258  x   0.99971702  =   0.99962962
 GY0316
 GY0316|---------------------------------------------------------------------|
 GY0316| PID    Reference Object                     Distance      Geod. Az  |
 GY0316|                                                           dddmmss.s |
 GY0316| GY3143 PICKERING KNOB SFS LOT 1957          24.131 METERS 00134     |
 GY0316| GY0315 PICKERING RM 1                       22.494 METERS 00954     |
 GY0316| GY0318 PICKERING AZ MK                                    0382449.4 |
 GY0316| GX3461 LOGAN RADIO STATION WLOG TOWER      APPROX.14.1 KM 0530125.0 |
 GY0316| GX3458 LOGAN RADIO STA WVOW NW TOWER       APPROX.14.6 KM 0541151.3 |
 GY0316| GX3457 LOGAN RADIO STA WVOW NE TOWER       APPROX.14.7 KM 0541426.4 |
 GY0316| GX3460 LOGAN RADIO STA WVOW SW TOWER       APPROX.14.6 KM 0543833.5 |
 GY0316| GX3459 LOGAN RADIO STA WVOW SE TOWER       APPROX.14.6 KM 0544102.6 |
 GY0316| GY0317 PICKERING RM 2                       17.212 METERS 09923     |
 GY0316|---------------------------------------------------------------------|
 GY0316
 GY0316                          SUPERSEDED SURVEY CONTROL
 GY0316
 GY0316  NAD 83(1995)-  37 46 46.50880(N)    082 06 24.73543(W) AD(       ) 2
 GY0316  NAD 83(1986)-  37 46 46.51558(N)    082 06 24.74056(W) AD(       ) 2
 GY0316  NAD 27      -  37 46 46.14320(N)    082 06 25.27330(W) AD(       ) 2
 GY0316  NGVD 29 (??/??/92)  589.128  (m)         1932.83   (f) ADJ UNCH    2 0
 GY0316
 GY0316.Superseded values are not recommended for survey control.
 GY0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0316.See file dsdata.txt to determine how the superseded data were derived.
 GY0316
 GY0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB0252881937(NAD 83)
 GY0316_MARKER: DS = TRIANGULATION STATION DISK
 GY0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0316_STAMPING: PICKERING 1957
 GY0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0316+STABILITY: SURFACE MOTION
 GY0316
 GY0316  HISTORY     - Date     Condition        Report By
 GY0316  HISTORY     - 1957     MONUMENTED       CGS
 GY0316  HISTORY     - 1957     GOOD             CGS
 GY0316
 GY0316                          STATION DESCRIPTION
 GY0316
 GY0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY0316'THE STATION IS AT THE HEAD OF TRACE CREEK, ON A HIGH KNOB OCCUPIED BY
 GY0316'THE PICKERING KNOB FIRE TOWER, ABOUT 7 MILES NORTHEAST OF
 GY0316'DELBARTON AND 8 MILES SOUTHWEST OF LOGAN.
 GY0316'
 GY0316'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 65 AND STATE HIGHWAY 65
 GY0316'SOUTH IN THE VILLAGE OF BELO, GO EAST ON STATE HIGHWAY 65 FOR
 GY0316'9.2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT ON PAVED ROAD FOR 1.3
 GY0316'MILES TO THE TOP OF BRIDGE AND THE AZIMUTH MARK ON THE RIGHT
 GY0316'(POWER LINE CROSSES THE ROAD AT THIS POINT), CONTINUE ON PAVED ROAD
 GY0316'FOR 0.35 MILE TO A SIDE ROAD RIGHT, TURN SHARP RIGHT ON DIRT ROAD,
 GY0316'AT SIGN (STATE FOREST TOWER 1/2 MILE), GO 0.35 MILE TO THE TOP OF
 GY0316'STEEP GRADE TO THE FIRE TOWER AND THE STATION.
 GY0316'
 GY0316'STATION MARKS ARE STANDARD DISKS STAMPED PICKERING 1957.  THE SURFACE
 GY0316'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 GY0316'SURFACE OF THE GROUND.  IT IS 75.5 FEET SOUTH OF THE SOUTHEAST LEG OF
 GY0316'THE FIRE TOWER, 67 FEET SOUTH OF THE SOUTHWEST LEG OF THE FIRE
 GY0316'TOWER AND 20 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 GY0316'BUILDING.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 GY0316'CONCRETE 22 INCHES BELOW THE SURFACE OF THE GROUND.
 GY0316'
 GY0316'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PICKERING NO. 1 1957,
 GY0316'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 2
 GY0316'FEET WEST OF THE SOUTHEAST LEG OF THE FIRE TOWER.
 GY0316'
 GY0316'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PICKERING NO. 2 1957,
 GY0316'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 GY0316'ON THE EAST SLOPE OF THE HILL AND APPROXIMATELY 5 FEET LOWER IN
 GY0316'ELEVATION THAN THE STATION.
 GY0316'
 GY0316'AZIMUTH MARK IS A STANDARD DISK STAMPED PICKERING 1957, SET IN A
 GY0316'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 53 FEET WEST
 GY0316'OF THE CENTER OF THE PAVED ROAD, 3 FEET SOUTH OF THE NORTH ONE OF
 GY0316'TWIN POWER POLES AND 5 FEET NORTH OF THE SOUTH ONE OF TWIN POWER
 GY0316'POLES.  A STANDARD WITNESS POST WAS SET 2 FEET NORTH OF THE MARK.
 GY0316'
 GY0316'HEIGHT OF LIGHT ABOVE STATION MARK 22.30 METERS.
 GY0316
 GY0316                          STATION RECOVERY (1957)
 GY0316
 GY0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GY0316'5.8 MI SW FROM HOLDEN.
 GY0316'ABOUT 3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 65 FROM THE SCHOOL
 GY0316'AT HOLDEN, THENCE ABOUT 1.7 MILES SOUTH ALONG A PAVED ROAD
 GY0316'FOLLOWING THE LOGAN-MINGO COUNTY LINE AND LEADING TO MINE 22,
 GY0316'THENCE ABOUT 0.35 MILE NORTHWEST ALONG A DIM ROAD TO THE TOP OF A
 GY0316'HILL AND A FIRE TOWER, AT ABOUT THE HIGHEST RIDGE IN VICINITY,
 GY0316'66 1/2 FEET SOUTH OF SOUTHWEST LEG OF FIRE TOWER, 74 1/2 FEET
 GY0316'SOUTH OF RM NO. 1, 56 1/2 FEET WEST OF RM NO. 2, 18 FEET EAST
 GY0316'OF NORTHEAST CORNER OF CONCRETE BLOCK PORCH OF A SMALL FRAME
 GY0316'BUILDING AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 GY0316'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0318 ***********************************************************************
 GY0318  DESIGNATION -  PICKERING AZ MK
 GY0318  PID         -  GY0318
 GY0318  STATE/COUNTY-  WV/MINGO
 GY0318  USGS QUAD   -  HOLDEN (1989)
 GY0318
 GY0318                         *CURRENT SURVEY CONTROL
 GY0318  ___________________________________________________________________
 GY0318* NAD 83(1986)-  37 47 02.     (N)    082 06 09.     (W)     SCALED    
 GY0318* NAVD 88     -       532.680  (meters)    1747.63   (feet)  ADJUSTED  
 GY0318  ___________________________________________________________________
 GY0318  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GY0318  DYNAMIC HT  -         532.293 (meters)    1746.36  (feet)  COMP
 GY0318  MODELED GRAV-     979,885.0   (mgal)                       NAVD 88
 GY0318
 GY0318  VERT ORDER  -  SECOND    CLASS 0
 GY0318
 GY0318.The horizontal coordinates were scaled from a topographic map and have
 GY0318.an estimated accuracy of +/- 6 seconds.
 GY0318
 GY0318.The orthometric height was determined by differential leveling
 GY0318.and adjusted by the National Geodetic Survey in June 1991..
 GY0318
 GY0318.The geoid height was determined by GEOID03.
 GY0318
 GY0318.The dynamic height is computed by dividing the NAVD 88
 GY0318.geopotential number by the normal gravity value computed on the
 GY0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0318.degrees latitude (g = 980.6199 gals.).
 GY0318
 GY0318.The modeled gravity was interpolated from observed gravity values.
 GY0318
 GY0318;                    North         East    Units  Estimated Accuracy
 GY0318;SPC WV S     -    87,580.      502,890.      MT  (+/- 180 meters Scaled)
 GY0318
 GY0318                          SUPERSEDED SURVEY CONTROL
 GY0318
 GY0318  NGVD 29 (??/??/92)  532.902  (m)         1748.36   (f) ADJ UNCH    2 0
 GY0318
 GY0318.Superseded values are not recommended for survey control.
 GY0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0318.See file dsdata.txt to determine how the superseded data were derived.
 GY0318
 GY0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB029824(NAD 83)
 GY0318_MARKER: DZ = AZIMUTH MARK DISK
 GY0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0318_STAMPING: PICKERING 1957
 GY0318_MARK LOGO: CGS   
 GY0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0318+STABILITY: SURFACE MOTION
 GY0318
 GY0318  HISTORY     - Date     Condition        Report By
 GY0318  HISTORY     - 1957     MONUMENTED       CGS
 GY0318
 GY0318                          STATION DESCRIPTION
 GY0318
 GY0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0318'5 MI SW FROM HOLDEN.
 GY0318'ABOUT 3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 65 FROM THE
 GY0318'CENTRAL SCHOOL AT HOLDEN, THENCE ABOUT 1.3 MILES SOUTH ALONG A
 GY0318'PAVED ROAD FOLLOWING THE LOGAN-HOLDEN COUNTY LINE AND LEADING
 GY0318'TO MINE 22, 53 1/2 FEET WEST-NORTHWEST OF CENTER LINE OF ROAD,
 GY0318'22 FEET SOUTH OF SOUTHWEST CORNER OF AN ABANDONED CONCRETE
 GY0318'FOUNDATION, 5 FEET NORTH OF SOUTH LEG OF A HEAVY POWER TRANSMISSION
 GY0318'LINE, 3 FEET SOUTH OF NORTH LEG OF POWER TRANSMISSION LINE
 GY0318'POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 GY0318'BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 GY0318'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3143 ***********************************************************************
 GY3143  DESIGNATION -  PICKERING KNOB SFS LOT 1957
 GY3143  PID         -  GY3143
 GY3143  STATE/COUNTY-  WV/MINGO
 GY3143  USGS QUAD   -  HOLDEN (1989)
 GY3143
 GY3143                         *CURRENT SURVEY CONTROL
 GY3143  ___________________________________________________________________
 GY3143* NAD 83(1995)-  37 46 47.29034(N)    082 06 24.70813(W)     ADJUSTED  
 GY3143* NAVD 88     -                                                        
 GY3143  ___________________________________________________________________
 GY3143  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 GY3143  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GY3143
 GY3143  HORZ ORDER  -  THIRD
 GY3143
 GY3143.The horizontal coordinates were established by classical geodetic methods
 GY3143.and adjusted by the National Geodetic Survey in April 1998..
 GY3143
 GY3143
 GY3143.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3143
 GY3143.The geoid height was determined by GEOID03.
 GY3143
 GY3143;                    North         East     Units Scale Factor Converg.
 GY3143;SPC WV S     -    87,131.095   502,498.642   MT  0.99995047   -0 41 03.3
 GY3143;UTM  17      - 4,181,960.975   402,528.970   MT  0.99971702   -0 40 41.3
 GY3143
 GY3143                          SUPERSEDED SURVEY CONTROL
 GY3143
 GY3143  NAD 83(1995)-  37 46 47.29119(N)    082 06 24.70861(W) AD(       ) 4
 GY3143  NAD 83(1986)-  37 46 47.29797(N)    082 06 24.71374(W) AD(       ) 4
 GY3143  NAD 27      -  37 46 46.92600(N)    082 06 25.24600(W) AD(       ) 3
 GY3143
 GY3143.Superseded values are not recommended for survey control.
 GY3143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3143.See file dsdata.txt to determine how the superseded data were derived.
 GY3143
 GY3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB0252981961(NAD 83)
 GY3143_MARKER: 57 = LOOKOUT TOWER
 GY3143
 GY3143  HISTORY     - Date     Condition        Report By
 GY3143  HISTORY     - 1957     FIRST OBSERVED   CGS
 GY3143
 GY3143                          STATION DESCRIPTION
 GY3143
 GY3143'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3143'THE STATION IS THE TOP CENTER OF THE STATE FOREST SERVICE LOOKOUT
 GY3143'TOWER WHICH IS ABOUT 8 MILES SOUTHWEST OF LOGAN, 7 MILES
 GY3143'NORTHEAST OF DELBARTON ON A HIGH KNOB KNOWN LOCALLY AS PICKERING
 GY3143'KNOB.
 GY3143'
 GY3143'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PICKERING,
 GY3143'DISTANCE BEING 79.17 FEET (24.131 METERS) NORTH OF STATION
 GY3143'PICKERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0315 ***********************************************************************
 GY0315  DESIGNATION -  PICKERING RM 1
 GY0315  PID         -  GY0315
 GY0315  STATE/COUNTY-  WV/MINGO
 GY0315  USGS QUAD   -  HOLDEN (1989)
 GY0315
 GY0315                         *CURRENT SURVEY CONTROL
 GY0315  ___________________________________________________________________
 GY0315* NAD 83(1986)-  37 46 46.     (N)    082 06 24.     (W)     SCALED    
 GY0315* NAVD 88     -       590.010  (meters)    1935.72   (feet)  ADJUSTED  
 GY0315  ___________________________________________________________________
 GY0315  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GY0315  DYNAMIC HT  -         589.583 (meters)    1934.32  (feet)  COMP
 GY0315  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 GY0315
 GY0315  VERT ORDER  -  SECOND    CLASS 0
 GY0315
 GY0315.The horizontal coordinates were scaled from a topographic map and have
 GY0315.an estimated accuracy of +/- 6 seconds.
 GY0315
 GY0315.The orthometric height was determined by differential leveling
 GY0315.and adjusted by the National Geodetic Survey in June 1991..
 GY0315
 GY0315.The geoid height was determined by GEOID03.
 GY0315
 GY0315.The dynamic height is computed by dividing the NAVD 88
 GY0315.geopotential number by the normal gravity value computed on the
 GY0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0315.degrees latitude (g = 980.6199 gals.).
 GY0315
 GY0315.The modeled gravity was interpolated from observed gravity values.
 GY0315
 GY0315;                    North         East    Units  Estimated Accuracy
 GY0315;SPC WV S     -    87,090.      502,520.      MT  (+/- 180 meters Scaled)
 GY0315
 GY0315                          SUPERSEDED SURVEY CONTROL
 GY0315
 GY0315  NGVD 29 (??/??/92)  590.234  (m)         1936.46   (f) ADJ UNCH    2 0
 GY0315
 GY0315.Superseded values are not recommended for survey control.
 GY0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0315.See file dsdata.txt to determine how the superseded data were derived.
 GY0315
 GY0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB025819(NAD 83)
 GY0315_MARKER: DR = REFERENCE MARK DISK
 GY0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0315_STAMPING: PICKERING NO 1 1957
 GY0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0315+STABILITY: SURFACE MOTION
 GY0315
 GY0315  HISTORY     - Date     Condition        Report By
 GY0315  HISTORY     - 1957     MONUMENTED       CGS
 GY0315
 GY0315                          STATION DESCRIPTION
 GY0315
 GY0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0315'5.8 MI SW FROM HOLDEN.
 GY0315'ABOUT 3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 65 FROM THE
 GY0315'CENTRAL SCHOOL AT HOLDEN, THENCE ABOUT 1.7 MILES SOUTH ALONG A
 GY0315'PAVED ROAD FOLLOWING THE LOGAN-MINGO COUNTY LINE, THENCE ABOUT
 GY0315'0.35 MILE NORTHWEST ALONG A DIM ROAD TO THE TOP OF A HILL AND A
 GY0315'FIRE TOWER, 79 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF A SMALL
 GY0315'FRAME BUILDING, 74 1/2 FEET NORTH OF STATION MARK, 94 1/2 FEET
 GY0315'NORTHWEST OF RM NO. 2, 2 FEET WEST OF FOUNDATION OF SOUTHEAST LEG
 GY0315'OF FIRE TOWER AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY0315'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0317 ***********************************************************************
 GY0317  DESIGNATION -  PICKERING RM 2
 GY0317  PID         -  GY0317
 GY0317  STATE/COUNTY-  WV/MINGO
 GY0317  USGS QUAD   -  HOLDEN (1989)
 GY0317
 GY0317                         *CURRENT SURVEY CONTROL
 GY0317  ___________________________________________________________________
 GY0317* NAD 83(1986)-  37 46 46.     (N)    082 06 24.     (W)     SCALED    
 GY0317* NAVD 88     -       586.506  (meters)    1924.23   (feet)  ADJUSTED  
 GY0317  ___________________________________________________________________
 GY0317  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GY0317  DYNAMIC HT  -         586.081 (meters)    1922.83  (feet)  COMP
 GY0317  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 GY0317
 GY0317  VERT ORDER  -  SECOND    CLASS 0
 GY0317
 GY0317.The horizontal coordinates were scaled from a topographic map and have
 GY0317.an estimated accuracy of +/- 6 seconds.
 GY0317
 GY0317.The orthometric height was determined by differential leveling
 GY0317.and adjusted by the National Geodetic Survey in June 1991..
 GY0317
 GY0317.The geoid height was determined by GEOID03.
 GY0317
 GY0317.The dynamic height is computed by dividing the NAVD 88
 GY0317.geopotential number by the normal gravity value computed on the
 GY0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0317.degrees latitude (g = 980.6199 gals.).
 GY0317
 GY0317.The modeled gravity was interpolated from observed gravity values.
 GY0317
 GY0317;                    North         East    Units  Estimated Accuracy
 GY0317;SPC WV S     -    87,090.      502,520.      MT  (+/- 180 meters Scaled)
 GY0317
 GY0317                          SUPERSEDED SURVEY CONTROL
 GY0317
 GY0317  NGVD 29 (??/??/92)  586.730  (m)         1924.96   (f) ADJ UNCH    2 0
 GY0317
 GY0317.Superseded values are not recommended for survey control.
 GY0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0317.See file dsdata.txt to determine how the superseded data were derived.
 GY0317
 GY0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB025819(NAD 83)
 GY0317_MARKER: DR = REFERENCE MARK DISK
 GY0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0317_STAMPING: PICKERING NO 2 1957
 GY0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0317+STABILITY: SURFACE MOTION
 GY0317
 GY0317  HISTORY     - Date     Condition        Report By
 GY0317  HISTORY     - 1957     MONUMENTED       CGS
 GY0317
 GY0317                          STATION DESCRIPTION
 GY0317
 GY0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0317'5.8 MI SW FROM HOLDEN.
 GY0317'ABOUT 3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 65 FROM CENTRAL
 GY0317'SCHOOL AT HOLDEN, THENCE ABOUT 1.7 MILES SOUTH ALONG A PAVED
 GY0317'ROAD FOLLOWING LOGAN-MINGO COUNTY LINE AND LEADING TO MINE 22,
 GY0317'THENCE ABOUT 0.35 MILE NORTHWEST ALONG A DIM ROAD TO THE TOP OF A
 GY0317'HILL AND A FIRE TOWER, AT THE EAST EDGE OF CLEARING, 93 1/2 FEET
 GY0317'SOUTHEAST OF SOUTHEAST LEG OF FIRE TOWER, 94 1/2 FEET SOUTHEAST
 GY0317'OF RM NO. 1, 74 1/2 FEET EAST OF NORTHEAST CORNER OF CONCRETE BLOCK
 GY0317'FRONT PORCH OF A SMALL FRAME BUILDING, 56 1/2 FEET EAST OF STATION
 GY0317'MARK, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST AND SET IN
 GY0317'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2261 ***********************************************************************
 HY2261  DESIGNATION -  PIGEON RESET
 HY2261  PID         -  HY2261
 HY2261  STATE/COUNTY-  WV/LINCOLN
 HY2261  USGS QUAD   -  HAGER (1962)
 HY2261
 HY2261                         *CURRENT SURVEY CONTROL
 HY2261  ___________________________________________________________________
 HY2261* NAD 83(1995)-  38 13 44.13939(N)    082 03 59.73096(W)     ADJUSTED  
 HY2261* NAVD 88     -       387.5    (meters)    1271.     (feet)  VERTCON   
 HY2261  ___________________________________________________________________
 HY2261  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 HY2261  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HY2261
 HY2261  HORZ ORDER  -  FIRST
 HY2261
 HY2261.The horizontal coordinates were established by classical geodetic methods
 HY2261.and adjusted by the National Geodetic Survey in April 1998..
 HY2261
 HY2261.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2261
 HY2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2261
 HY2261.The geoid height was determined by GEOID03.
 HY2261
 HY2261;                    North         East     Units Scale Factor Converg.
 HY2261;SPC WV S     -   136,934.167   506,619.552   MT  0.99992598   -0 39 33.7
 HY2261;UTM  17      - 4,231,753.232   406,646.657   MT  0.99970733   -0 39 36.2
 HY2261
 HY2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2261!SPC WV S     -   0.99994438  x   0.99992598  =   0.99987036
 HY2261!UTM  17      -   0.99994438  x   0.99970733  =   0.99965173
 HY2261
 HY2261|---------------------------------------------------------------------|
 HY2261| PID    Reference Object                     Distance      Geod. Az  |
 HY2261|                                                           dddmmss.s |
 HY2261| DC2942 PIGEON RM 2                           7.680 METERS 09013     |
 HY2261| DC2940 PIGEON RM 3 AZIMUTH                                1621958.8 |
 HY2261| DC2943 PIGEON RM 4                           6.567 METERS 18101     |
 HY2261| HY2263 MANN                                APPROX.25.6 KM 2073323.4 |
 HY2261| DC2944 PIGEON RM 5                           7.568 METERS 33921     |
 HY2261| DC2941 PIGEON RM 1                           2.813 METERS 35925     |
 HY2261|---------------------------------------------------------------------|
 HY2261
 HY2261                          SUPERSEDED SURVEY CONTROL
 HY2261
 HY2261  NAD 83(1995)-  38 13 44.14340(N)    082 03 59.73379(W) AD(       ) 1
 HY2261  NAD 83(1986)-  38 13 44.14693(N)    082 03 59.73648(W) AD(       ) 1
 HY2261  NAD 27      -  38 13 43.81200(N)    082 04 00.25200(W) AD(       ) 1
 HY2261  NGVD 29 (07/19/86)  387.7    (m)         1272.     (f) VERT ANG       
 HY2261
 HY2261.Superseded values are not recommended for survey control.
 HY2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2261.See file dsdata.txt to determine how the superseded data were derived.
 HY2261
 HY2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC0664731753(NAD 83)
 HY2261_MARKER: X = CHISELED CROSS
 HY2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2261
 HY2261  HISTORY     - Date     Condition        Report By
 HY2261  HISTORY     - 1883     MONUMENTED       CGS
 HY2261  HISTORY     - 1932     GOOD             CGS
 HY2261  HISTORY     - 1933     SEE DESCRIPTION  CGS
 HY2261  HISTORY     - 1939     SEE DESCRIPTION  CGS
 HY2261  HISTORY     - 1944     SEE DESCRIPTION  CGS
 HY2261  HISTORY     - 1957     GOOD             CGS
 HY2261
 HY2261                          STATION DESCRIPTION
 HY2261
 HY2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (ATM)
 HY2261'ON A HIGH RIDGE AT THE HEAD OF MIDDLE CREEK WHICH FLOWS INTO MUD
 HY2261'RIVER ABOUT 3-1/2 MILES FROM HAMLIN.  THE STATION IS ABOUT 7 MILES BY
 HY2261'ROAD FROM HAMLIN AND IS ON LAND BELONGING TO TOM HUFFMAN.  THE
 HY2261'STATION IS MARKED BY A CROSS IN THE TOP OF A STONE POST 6 INCHES
 HY2261'SQUARE AND 30 INCHES LONG INSCRIBED WITH THE LETTERS U.S.C. AND
 HY2261'G.S.  IT IS ALSO MARKED BY A BOTTLE SET IN CEMENT ABOUT 2-1/2 FEET
 HY2261'BELOW THE GROUND.  THERE ARE FOUR REFERENCE MARKS NEAR THE STATION
 HY2261'AT THE FOLLOWING DISTANCES AND DIRECTIONS--2.76 METERS NORTH, 2.76
 HY2261'METERS EAST, 2.76 METERS SOUTH, AND 2.75 METERS WEST.  THESE FOUR
 HY2261'REFERENCE MARKS ARE STONE POSTS 6 INCHES SQUARE AND 30 INCHES
 HY2261'LONG.  THE TOP OF EACH OF THE REFERENCE POSTS IS MARKED WITH A
 HY2261'DIAGONAL CROSS WITH AN ARROWHEAD AT THE END OF ONE DIAGONAL POINTING
 HY2261'TOWARD THE STATION.
 HY2261
 HY2261                          STATION RECOVERY (1932)
 HY2261
 HY2261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (ERM)
 HY2261'STATION RECOVERED AS DESCRIBED.  MARKS APPARENTLY IN ORIGINAL
 HY2261'LOCATION, BUT BADLY BATTERED.  TO REACH IT GO UP MUD RIVER FROM STATE
 HY2261'HIGHWAY 3.  PROPERTY ON WHICH STATION IS LOCATED OWNED BY HEIRS OF
 HY2261'THE ORIGINAL OWNERS.
 HY2261
 HY2261                          STATION RECOVERY (1933)
 HY2261
 HY2261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (MAH)
 HY2261'STATION IS LOCATED ON A HIGH KNOB, KNOWN AS STOWERS KNOB, BETWEEN THE
 HY2261'FORKS OF MIDDLE CREEK, ABOUT 3-1/2 MILES EAST OF HAMLIN AND 5 MILES
 HY2261'WEST SOUTHWEST OF GRIFFITHSVILLE, W VA.  THE STATION AND THREE
 HY2261'REFERENCES WERE RECOVERED, THE REFERENCES BEING 2.76 METERS SOUTH,
 HY2261'2.76 METERS NORTH, AND 2.76 METERS WEST.  THE REFERENCE MARK
 HY2261'DESCRIBED AS BEING 2.76 METERS EAST HAD BEEN REMOVED FROM ITS
 HY2261'ORIGINAL SETTING, BUT THE STONE WAS FOUND.  STANDARD DISKS WERE SET
 HY2261'IN THE CENTER OF THE STATION MARK AND IN THE REFERENCE MARK DESCRIBED
 HY2261'AS BEING 2.76 METERS NORTH, THESE BEING THE ONLY MARKS WHOSE CENTERS
 HY2261'COULD BE ASCERTAINED.
 HY2261'
 HY2261'TO REACH THE STATION FROM GRIFFITHSVILLE, PROCEED WEST ON STATE
 HY2261'HIGHWAY 3 FOR 6.1 MILES (OR 0.2 MILES BEYOND A WHITE CHURCH ON THE
 HY2261'LEFT SIDE OF THE ROAD) AND TURN LEFT, FORDING MUD RIVER.  PROCEED ON
 HY2261'THIS MAIN TRAVELED ROAD ALONG MIDDLE CREEK FOR 2.9 MILES TO THE END
 HY2261'OF TRUCK TRAVEL.  FROM HERE PROCEED UP SIDE OF THE HILL IN A
 HY2261'SOUTHWESTERLY DIRECTION TO THE TOP OF THE RIDGE AND CONTINUE ALONG
 HY2261'RIDGE TO ITS HIGHEST POINT.  STATION IS LOCATED NEAR THE HIGHEST
 HY2261'POINT OF THE KNOB.
 HY2261'
 HY2261'REFERENCE MARK NO.1 IS NORTH OF THE STATION ON TOP OF THE KNOB.  THIS
 HY2261'IS ONE OF THE ORIGINAL MARKS.
 HY2261'
 HY2261'REFERENCE MARK NO.2 IS EAST OF THE STATION ON THE EASTERLY SLOPE OF
 HY2261'THE KNOB.
 HY2261'
 HY2261'REFERENCE MARK NO.3, THE AZIMUTH MARK, IS 150 YARDS SOUTH SOUTHEAST
 HY2261'FROM THE STATION ALONG THE EAST SIDE OF THE RIDGE AT A POINT WHERE
 HY2261'THE TRAIL LEADING FROM THE STATION TAKES OFF DOWN THE EAST SIDE OF
 HY2261'THE RIDGE THROUGH A ROCK GORGE.  IT IS 12 YARDS EAST OF A LARGE ROCK
 HY2261'OUTCROP ON THE OPPOSITE SIDE, WEST, OF THE RIDGE, 3 FEET EAST OF AN
 HY2261'EIGHT INCH TREE, 2 FEET WEST OF A SIX INCH OAK TREE, AND ON LINE
 HY2261'BETWEEN THE TWO OAK TREES.
 HY2261
 HY2261                          STATION RECOVERY (1939)
 HY2261
 HY2261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (AAA)
 HY2261'TABLET HAS BEEN REMOVED AND TOP OF STONE BROKEN TO SOME EXTENT.
 HY2261'DRILL HOLE FOR TABLET CAN STILL BE SEEN.  REFERENCES ARE AS DESCRIBED
 HY2261'IN GOOD CONDITION.
 HY2261
 HY2261                          STATION RECOVERY (1944)
 HY2261
 HY2261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HY2261'STATION WAS RECOVERED AS DESCRIBED.  THE DISK HAS BEEN REMOVED, BUT
 HY2261'THE DRILL HOLE IN THE CONCRETE POST WAS IN GOOD CONDITION AND A NEW
 HY2261'DISK WAS SET BY THIS PARTY.  THE AZIMUTH MARK WAS FOUND AS
 HY2261'DESCRIBED IN VERY GOOD CONDITION.  THE TWO REFERENCE MARKS HAVE
 HY2261'BEEN DESTROYED AND TWO NEW MARKS WERE SET BY THIS PARTY.  A
 HY2261'COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ON A HIGH,
 HY2261'HEAVY WOODED RIDGE, ABOUT 8 MILES WEST OF GRIFFITHSVILLE, AND ON LAND
 HY2261'OWNED BY PETE ADKINS.  THE DISK IS SET IN AN 8X8 INCH CONCRETE POST
 HY2261'AND IS STAMPED PIGEON 1883 1944.
 HY2261'
 HY2261'REFERENCE MARK NO.3 (AZIMUTH MARK) IS ABOUT 150 YARDS SOUTH SOUTHEAST
 HY2261'OF THE STATION IN BED ROCK AT THE BASE OF THE HILL.  THE DISK IS
 HY2261'STAMPED PIGEON NO 3 1933.
 HY2261'
 HY2261'REFERENCE MARK NO.4 IS 21.63 FEET SOUTH OF THE STATION.  THE DISK IS
 HY2261'STAMPED PIGEON NO 1 1944.
 HY2261'
 HY2261'REFERENCE MARK NO.5 IS 24.95 FEET NORTH NORTHWEST OF THE STATION, SET
 HY2261'IN A FOUR INCH TILE FILLED WITH CONCRETE.  THE DISK IS STAMPED
 HY2261'PIGEON NO 5 1944.
 HY2261'
 HY2261'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND 13 IN
 HY2261'YAWKEY, GO SOUTHWEST ON HIGHWAY 3 FOR 2.2 MILES TO GRIFFITHSVILLE
 HY2261'HIGH SCHOOL ON THE RIGHT, CONTINUE ON HIGHWAY 3 FOR 6.3 MILES TO
 HY2261'BARRETTS STORE ON THE LEFT AND A DIRT T ROAD LEFT, TURN LEFT,
 HY2261'CROSSING STREAM AND FOLLOW MAIN ROAD 1.35 MILES TO A WHITE SCHOOL
 HY2261'ON THE RIGHT AND A DIM FORK RIGHT, TAKE DIM FORK RIGHT FOLLOWING
 HY2261'CREEK BED AND PASSING TOBACCO SHED ON THE LEFT FOR 1.7 MILES TO
 HY2261'MR. ADKINS CABIN ON THE LEFT , CONTINUE ABOUT 0.1 MILE TO ANOTHER OLD
 HY2261'CABIN AND TOBACCO SHED AND END OF TRUCK TRAVEL, TURN DUE EAST AND
 HY2261'FOLLOW TRAIL UP HILL ABOUT 0.4E MILE TO THE HIGHEST POINT AND THE
 HY2261'STATION.
 HY2261'
 HY2261'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HY2261
 HY2261                          STATION RECOVERY (1957)
 HY2261
 HY2261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2261'STATION MARK, REFERENCE MARK NO.4 AND REFERENCE MARK NO.5 WERE
 HY2261'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HY2261'
 HY2261'FOLLOWING IS A NEW TO REACH FOR THE STATION.
 HY2261'
 HY2261'TO REACH FROM THE POST OFFICE AND STOP LIGHT IN HAMLIN, GO EAST AND
 HY2261'SOUTHEAST ON STATE HIGHWAY 3 FOR 1.9 MILES TO THE JUNCTION WITH
 HY2261'STATE HIGHWAY 34, CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 3 FOR 1.1
 HY2261'MILES TO A SIDE ROAD ON THE RIGHT, (KEYSTONE GAS STATION AND STORE
 HY2261'ON THE RIGHT.) TURN RIGHT AND GO 0.1 MILE TO A BRIDGE, CROSS
 HY2261'BRIDGE AND CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.75 MILE TO A
 HY2261'ROAD ON THE RIGHT WHERE THE POWER LINE CROSSES ROAD, KEEP LEFT, UP
 HY2261'MAIN HOLLOW, AND GO 0.45 MILE TO A SCHOOL HOUSE ON THE LEFT, (THIS
 HY2261'IS END OF TRUCK TRAVEL FOR ANYTHING BUT A 4 WHEEL DRIVE.) CONTINUE
 HY2261'UP CREEK ROAD FOR 0.1 MILE TO TWO LARGE BARNS ON THE RIGHT,
 HY2261'CONTINUE STRAIGHT AHEAD, SOUTH, UP HOLLOW FOR 0.35 MILE AN OLD
 HY2261'ABANDONED HOUSE ON THE LEFT, CONTINUE SOUTH UP HOLLOW FOR 0.4 MILE TO
 HY2261'AN OLD TOBACCO BARN, A TRAIL TO THE RIGHT AND THE FORKS OF HOLLOW,
 HY2261'CONTINUE STRAIGHT AHEAD SOUTH, UP MAIN HOLLOW FOR 0.7 MILE TO AN
 HY2261'OLD LOG HOUSE ON THE LEFT, CONTINUE STRAIGHT AHEAD SOUTH, UP MAIN
 HY2261'HOLLOW FOR 0.25 MILE TO A POLE BARN AND THE END OF TRUCK TRAVEL.
 HY2261'(MR. CHARLES ROBERTS LIVES ABOUT 0.05 MILE WEST OF BARN.) FROM END
 HY2261'OF TRUCK TRAVEL PACK LEFT, EAST, UP STEEP HILL TO A NORTH SOUTH FENCE
 HY2261'LINE, TURN LEFT AND FOLLOW FENCE LINE NORTH TO THE TOP OF HILL AND
 HY2261'THE STATION ON THE HIGHEST POINT IN A S CLEARED AREA.  (ABOUT 40
 HY2261'MINUTE PACK).
 HY2261'
 HY2261'NOTE--THE STATION MARK IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 HY2261'
 HY2261'NOTE--THE STATION IS ON LAND OWNED BY MR. FRANK ADKINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1277 ***********************************************************************
 JW1277  DESIGNATION -  PIGEON ROOST LOT
 JW1277  PID         -  JW1277
 JW1277  STATE/COUNTY-  WV/GRANT
 JW1277  USGS QUAD   -  GREENLAND GAP (1981)
 JW1277
 JW1277                         *CURRENT SURVEY CONTROL
 JW1277  ___________________________________________________________________
 JW1277* NAD 83(1995)-  39 11 14.72351(N)    079 13 25.30907(W)     ADJUSTED  
 JW1277* NAVD 88     -                                                        
 JW1277  ___________________________________________________________________
 JW1277  LAPLACE CORR-         -10.25  (seconds)                    DEFLEC99
 JW1277  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 JW1277
 JW1277  HORZ ORDER  -  THIRD
 JW1277
 JW1277.The horizontal coordinates were established by classical geodetic methods
 JW1277.and adjusted by the National Geodetic Survey in April 1998..
 JW1277
 JW1277
 JW1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1277
 JW1277.The geoid height was determined by GEOID03.
 JW1277
 JW1277;                    North         East     Units Scale Factor Converg.
 JW1277;SPC WV N     -    76,352.265   623,871.107   MT  0.99996985   +0 10 34.4
 JW1277;UTM  17      - 4,339,078.337   653,411.590   MT  0.99988979   +1 07 21.3
 JW1277
 JW1277                          SUPERSEDED SURVEY CONTROL
 JW1277
 JW1277  NAD 83(1995)-  39 11 14.72995(N)    079 13 25.31269(W) AD(       ) 4
 JW1277  NAD 83(1986)-  39 11 14.73251(N)    079 13 25.31597(W) AD(       ) 4
 JW1277  NAD 27      -  39 11 14.33199(N)    079 13 26.20260(W) AD(       ) 3
 JW1277
 JW1277.Superseded values are not recommended for survey control.
 JW1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1277.See file dsdata.txt to determine how the superseded data were derived.
 JW1277
 JW1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD5341239078(NAD 83)
 JW1277_MARKER: 57 = LOOKOUT TOWER
 JW1277
 JW1277  HISTORY     - Date     Condition        Report By
 JW1277  HISTORY     - 1975     FIRST OBSERVED   NGS
 JW1277
 JW1277                          STATION DESCRIPTION
 JW1277
 JW1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 JW1277'THE STATION, PIGEON ROOST LOOKOUT TOWER, IS THE APEX OF THE ROOF
 JW1277'OF THE FOUR LEGGED SELF SUPPORTING STEEL LOOKOUT TOWER.  THE
 JW1277'OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 80 FEET.
 JW1277'
 JW1277'THE LOOKOUT TOWER IS LOCATED ABOUT 13-1/4 MILES EAST OF THOMAS,
 JW1277'8 MILES SOUTH OF MT STORM, 4-1/4 MILES SOUTHWEST OF GREENLAND,
 JW1277'ON FORE KNOBS, ALONG THE ALLEGHENY FRONT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3572 ***********************************************************************
 HW3572  DESIGNATION -  PIKE
 HW3572  PID         -  HW3572
 HW3572  STATE/COUNTY-  WV/POCAHONTAS
 HW3572  USGS QUAD   -  THORNWOOD (1995)
 HW3572
 HW3572                         *CURRENT SURVEY CONTROL
 HW3572  ___________________________________________________________________
 HW3572* NAD 83(1995)-  38 30 24.35795(N)    079 44 09.61530(W)     ADJUSTED  
 HW3572* NAVD 88     -      1194.7    (meters)    3920.     (feet)  VERTCON   
 HW3572  ___________________________________________________________________
 HW3572  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 HW3572  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HW3572
 HW3572  HORZ ORDER  -  THIRD
 HW3572
 HW3572.The horizontal coordinates were established by classical geodetic methods
 HW3572.and adjusted by the National Geodetic Survey in April 1998..
 HW3572
 HW3572.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3572
 HW3572.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3572
 HW3572.The geoid height was determined by GEOID03.
 HW3572
 HW3572;                    North         East     Units Scale Factor Converg.
 HW3572;SPC WV S     -   167,987.521   710,241.658   MT  0.99994146   +0 46 53.0
 HW3572;SPC VA N     - 2,093,975.160 3,392,198.639   MT  0.99995024   -0 46 17.1
 HW3572;SPC VA N     - 6,869,983.50 11,129,238.37   sFT  0.99995024   -0 46 17.1
 HW3572;UTM  17      - 4,262,801.151   610,209.461   MT  0.99974958   +0 47 13.4
 HW3572
 HW3572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3572!SPC WV S     -   0.99981738  x   0.99994146  =   0.99975885
 HW3572!SPC VA N     -   0.99981738  x   0.99995024  =   0.99976762
 HW3572!UTM  17      -   0.99981738  x   0.99974958  =   0.99956700
 HW3572
 HW3572|---------------------------------------------------------------------|
 HW3572| PID    Reference Object                     Distance      Geod. Az  |
 HW3572|                                                           dddmmss.s |
 HW3572| DC4092 PIKE RM 1                            12.250 METERS 03216     |
 HW3572| DC4093 PIKE RM 2                            10.936 METERS 12641     |
 HW3572| HW3543 BUFFALO                             APPROX. 7.6 KM 1950626.2 |
 HW3572|---------------------------------------------------------------------|
 HW3572
 HW3572                          SUPERSEDED SURVEY CONTROL
 HW3572
 HW3572  NAD 83(1995)-  38 30 24.35942(N)    079 44 09.61427(W) AD(       ) 3
 HW3572  NAD 83(1986)-  38 30 24.35965(N)    079 44 09.62206(W) AD(       ) 3
 HW3572  NAD 27      -  38 30 23.93640(N)    079 44 10.42600(W) AD(       ) 3
 HW3572  NGVD 29 (07/19/86) 1194.7    (m)         3920.     (f) VERT ANG       
 HW3572
 HW3572.Superseded values are not recommended for survey control.
 HW3572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3572.See file dsdata.txt to determine how the superseded data were derived.
 HW3572
 HW3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC1020962801(NAD 83)
 HW3572_MARKER: DS = TRIANGULATION STATION DISK
 HW3572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3572
 HW3572  HISTORY     - Date     Condition        Report By
 HW3572  HISTORY     - 1957     MONUMENTED       CGS
 HW3572
 HW3572                          STATION DESCRIPTION
 HW3572
 HW3572'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3572'THE STATION IS ON FRANK MOUNTAIN, A SPUR LEADING NORTHWEST FROM THE
 HW3572'MAIN BODY OF THE ALLEGHENY
 HW3572'MOUNTAIN, ABOUT 6.0 MILES EAST-SOUTHEAST OF DURBIN, 3-1/2 MILES SOUTH
 HW3572'OF THORNWOOD AND 2.0 MILES WEST
 HW3572'OF THE WEST VIRGINIA-VIRGINIA STATE LINE.
 HW3572'
 HW3572'TO REACH FROM THE POST OFFICE IN DURBIN, GO EAST ON U.S. HIGHWAY 250
 HW3572'FOR 3.0 MILES TO JUNCTION WITH
 HW3572'STATE HIGHWAY 28, AT THE SOUTH END OF BRIDGE.  CONTINUE ABOUT 100
 HW3572'FEET TO A ROAD TO THE LEFT, AT SIGN
 HW3572'TOP ALLEGHENY 9.  TAKE ROAD TO THE LEFT, GO EAST AND
 HW3572'SOUTHEAST ON A GRAVELED ROAD FOR 4.1 MILES TO TWO
 HW3572'HOUSES ON THE RIGHT.  CONTINUE ON
 HW3572'ROAD FOR 0.7 MILE TO THE STATION ON THE LEFT.
 HW3572'
 HW3572'STATION MARKS ARE STANDARD DISKS STAMPED PIKE 1957.  THE SURFACE DISK
 HW3572'IS SET IN A SQUARE CONCRETE
 HW3572'POST WHICH PROJECTS 3 INCHES.  IT IS 31 FEET NORTHEAST OF THE CENTER
 HW3572'OF ROAD AND 6 FEET WEST OF THE
 HW3572'NORTHWEST POST FOR A POLE GATE.  A STANDARD WITNESS POST
 HW3572'WAS SET 4 FEET NORTH OF THE MARK.  THE
 HW3572'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HW3572'CONCRETE ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND.
 HW3572'
 HW3572'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PIKE NO 1 1957, IS SET
 HW3572'IN A SQUARE CONCRETE POST
 HW3572'WHICH PROJECTS 2 INCHES.  IT IS 72 FEET NORTHEAST OF THE CENTER OF
 HW3572'ROAD, AND 20 FEET WEST OF A LOGGING
 HW3572'ROAD.
 HW3572'
 HW3572'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PIKE NO 2 1957, IS SET
 HW3572'IN A SQUARE CONCRETE POST
 HW3572'WHICH PROJECTS 2 INCHES.  IT IS 29 FEET NORTHEAST OF THE CENTER OF
 HW3572'ROAD, 18 FEET SOUTHEAST OF THE
 HW3572'SOUTHEAST POST FOR A POLE GATE, AND 1 FOOT SOUTHWEST OF THE
 HW3572'RIGHT-OF-WAY FENCE LINE.
 HW3572'
 HW3572'NO AZIMUTH MARK WAS SET.
 HW3572'*
 HW3572'HEIGHT OF LIGHT ABOVE STATION MARK
 HW3572'1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2966 ***********************************************************************
 HX2966  DESIGNATION -  PILOT
 HX2966  PID         -  HX2966
 HX2966  STATE/COUNTY-  WV/CLAY
 HX2966  USGS QUAD   -  NEWTON (1975)
 HX2966
 HX2966                         *CURRENT SURVEY CONTROL
 HX2966  ___________________________________________________________________
 HX2966* NAD 83(1995)-  38 31 38.50323(N)    081 07 54.12576(W)     ADJUSTED  
 HX2966* NAVD 88     -       492.5    (meters)    1616.     (feet)  VERTCON   
 HX2966  ___________________________________________________________________
 HX2966  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 HX2966  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HX2966
 HX2966  HORZ ORDER  -  SECOND
 HX2966
 HX2966.The horizontal coordinates were established by classical geodetic methods
 HX2966.and adjusted by the National Geodetic Survey in April 1998..
 HX2966
 HX2966.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2966
 HX2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2966
 HX2966.The geoid height was determined by GEOID03.
 HX2966
 HX2966;                    North         East     Units Scale Factor Converg.
 HX2966;SPC WV S     -   169,530.078   588,516.305   MT  0.99994354   -0 04 53.1
 HX2966;UTM  17      - 4,264,337.783   488,520.244   MT  0.99960162   -0 04 55.3
 HX2966
 HX2966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2966!SPC WV S     -   0.99992785  x   0.99994354  =   0.99987139
 HX2966!UTM  17      -   0.99992785  x   0.99960162  =   0.99952950
 HX2966
 HX2966|---------------------------------------------------------------------|
 HX2966| PID    Reference Object                     Distance      Geod. Az  |
 HX2966|                                                           dddmmss.s |
 HX2966| DC4095 PILOT RM 1                            7.968 METERS 08550     |
 HX2966| DC4094 PILOT AZ MK                                        1415513.4 |
 HX2966| DC4096 PILOT RM 2                            7.968 METERS 18514     |
 HX2966| HX2964 MAYSEL UNITED NATURAL GAS MAST      APPROX. 4.8 KM 2540053.3 |
 HX2966|---------------------------------------------------------------------|
 HX2966
 HX2966                          SUPERSEDED SURVEY CONTROL
 HX2966
 HX2966  NAD 83(1986)-  38 31 38.51064(N)    081 07 54.13406(W) AD(       ) 2
 HX2966  NAD 27      -  38 31 38.15520(N)    081 07 54.73730(W) AD(       ) 2
 HX2966  NGVD 29 (07/19/86)  492.7    (m)         1616.     (f) VERT ANG       
 HX2966
 HX2966.Superseded values are not recommended for survey control.
 HX2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2966.See file dsdata.txt to determine how the superseded data were derived.
 HX2966
 HX2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC8852064338(NAD 83)
 HX2966_MARKER: DS = TRIANGULATION STATION DISK
 HX2966_SETTING: 0 = UNSPECIFIED SETTING
 HX2966
 HX2966  HISTORY     - Date     Condition        Report By
 HX2966  HISTORY     - 1961     MONUMENTED       CGS
 HX2966
 HX2966                          STATION DESCRIPTION
 HX2966
 HX2966'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2966'STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT WOODED HILL
 HX2966'THAT IS LOCALLY
 HX2966'KNOWN AS PILOT KNOB, ABOUT 5 MILES NORTHWEST OF CLAY, 12
 HX2966'1/2 MILES EAST-NORTHEAST OF
 HX2966'CLENDENIN AND ON PROPERTY OWNED BY MR. R.P.
 HX2966'KING.
 HX2966'
 HX2966'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 36 WHICH
 HX2966'IS ABOUT 18 MILES
 HX2966'EAST OF CLENDENIN.  GO NORTHERLY ON HIGHWAY 36 FOR 2.55
 HX2966'MILES TO THE LAUREL CREEK ROAD ON
 HX2966'LEFT.  TURN LEFT AND GO WEST, ON THE
 HX2966'LAUREL CREEK ROAD FOR 0.35 MILE TO A FORK, KEEP THE
 HX2966'RIGHT HAND ROAD AND
 HX2966'CONTINUE ON A ROCK BASE ROAD FOR 2.15 MILES TO A T-INTERSECTION AND A
 HX2966'WHITE CHURCH ON THE WEST
 HX2966'SIDE OF THE ROAD.  TURN RIGHT AND CONTINUE FOR 0.15 MILE
 HX2966'TO THE POST OFFICE OF OVAPA, CONTINUE
 HX2966'STRAIGHT AHEAD ON THE MAIN TRAVELED
 HX2966'ROAD, UPHILL FOR 0.95 MILE TO THE SUMMIT OF A DIVIDE, AN
 HX2966'OIL DERRICK AND ROAD
 HX2966'RIGHT.  TURN SHARP RIGHT AND CONTINUE ON A TRACK ROAD FOR 0.7 MILE TO
 HX2966'A FORK AND A BOARD GATE
 HX2966'ON THE LEFT, KEEP RIGHT AND CONTINUE ON THE TRACK
 HX2966'ROAD, UPHILL FOR 0.3 MILE TO THE SUMMIT OF
 HX2966'A DIVIDE AND A WELL DEFINED
 HX2966'TRAIL LEADING RIGHT.  THIS IS THE END OF TRUCK TRAVEL.  PACK
 HX2966'ALONG THE TRAIL, UPHILL
 HX2966'FOR ABOUT 0.3 MILE TO THE SUMMIT OF THE NORTHEAST END OF THE HILL.
 HX2966'TURN RIGHT AND PACK
 HX2966'SOUTHWEST, KEEPING ON THE TRAIL AND ALONG THE RIDGE
 HX2966'FOR ABOUT 75 YARDS TO THE HIGHEST
 HX2966'POINT AND STATION.
 HX2966'
 HX2966'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF HIGHWAY 36 AND LAUREL
 HX2966'CREEK ROAD
 HX2966'MENTIONED IN THE ABOVE DESCRIPTION.  GO NORTHERLY ON HIGHWAY 36
 HX2966'FOR 0.75 MILE TO THE AZIMUTH
 HX2966'MARK AND METAL WITNESS POST ON THE LEFT.
 HX2966'
 HX2966'STATION MARK IS A STANDARD DISK, STAMPED PILOT 1961, BRAZED TO THE
 HX2966'TOP OF A 2-INCH
 HX2966'CAST IRON PIPE PROJECTING ABOUT 12 INCHES.  IT IS 4.4 FEET SOUTHWEST
 HX2966'OF A TRIANGULAR BLAZED OAK
 HX2966'TREE WITH A METAL WITNESS SIGN ATTACHED.
 HX2966'
 HX2966'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PILOT NO 1 1961,
 HX2966'CEMENTED IN A
 HX2966'DRILL HOLE, IN THE TOP OF OUTCROPPING ROCK.
 HX2966'
 HX2966'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED PILOT NO 2 1961,
 HX2966'CEMENTED IN A
 HX2966'DRILL HOLE, IN THE TOP OF OUTCROPPING ROCK.
 HX2966'
 HX2966'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, BRAZED TO THE TOP OF
 HX2966'A 2-INCH CAST IRON
 HX2966'PIPE, STAMPED PILOT AZI 1961.  IT IS 23.5 FEET WEST OF
 HX2966'THE CENTER OF STATE HIGHWAY 36, 2.5
 HX2966'FEET SOUTH OF A METAL WITNESS POST AND
 HX2966'3 FEET EAST OF THE EAST BANK OF A CREEK.
 HX2966'
 HX2966'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3466 ***********************************************************************
 GX3466  DESIGNATION -  PINE
 GX3466  PID         -  GX3466
 GX3466  STATE/COUNTY-  WV/LOGAN
 GX3466  USGS QUAD   -  HENLAWSON (1976)
 GX3466
 GX3466                         *CURRENT SURVEY CONTROL
 GX3466  ___________________________________________________________________
 GX3466* NAD 83(1995)-  37 54 55.29379(N)    081 56 15.42146(W)     ADJUSTED  
 GX3466* NAVD 88     -       623.2    (meters)    2045.     (feet)  VERTCON   
 GX3466  ___________________________________________________________________
 GX3466  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 GX3466  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GX3466
 GX3466  HORZ ORDER  -  FIRST
 GX3466
 GX3466.The horizontal coordinates were established by classical geodetic methods
 GX3466.and adjusted by the National Geodetic Survey in April 1998..
 GX3466
 GX3466.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3466
 GX3466.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3466
 GX3466.The geoid height was determined by GEOID03.
 GX3466
 GX3466;                    North         East     Units Scale Factor Converg.
 GX3466;SPC WV S     -   102,010.939   517,558.852   MT  0.99993665   -0 34 46.7
 GX3466;UTM  17      - 4,196,838.440   417,584.292   MT  0.99968366   -0 34 34.3
 GX3466
 GX3466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3466!SPC WV S     -   0.99990724  x   0.99993665  =   0.99984389
 GX3466!UTM  17      -   0.99990724  x   0.99968366  =   0.99959093
 GX3466
 GX3466|---------------------------------------------------------------------|
 GX3466| PID    Reference Object                     Distance      Geod. Az  |
 GX3466|                                                           dddmmss.s |
 GX3466| DC4097 PINE RM 1                            11.576 METERS 04338     |
 GX3466| DC4098 PINE RM 2                            19.814 METERS 13054     |
 GX3466| DC4099 PINE RM 3 AZIMUTH                                  1361719.0 |
 GX3466| GX3459 LOGAN RADIO STA WVOW SE TOWER       APPROX. 7.3 KM 2040721.8 |
 GX3466| GX3460 LOGAN RADIO STA WVOW SW TOWER       APPROX. 7.3 KM 2042520.5 |
 GX3466| GX3457 LOGAN RADIO STA WVOW NE TOWER       APPROX. 7.1 KM 2043809.7 |
 GX3466| GX3458 LOGAN RADIO STA WVOW NW TOWER       APPROX. 7.2 KM 2045614.9 |
 GX3466| GX3461 LOGAN RADIO STATION WLOG TOWER      APPROX. 7.5 KM 2084840.7 |
 GX3466|---------------------------------------------------------------------|
 GX3466
 GX3466                          SUPERSEDED SURVEY CONTROL
 GX3466
 GX3466  NAD 83(1995)-  37 54 55.29617(N)    081 56 15.42255(W) AD(       ) 1
 GX3466  NAD 83(1986)-  37 54 55.30138(N)    081 56 15.42742(W) AD(       ) 1
 GX3466  NAD 27      -  37 54 54.93000(N)    081 56 15.98500(W) AD(       ) 1
 GX3466  NGVD 29 (07/19/86)  623.4    (m)         2045.     (f) VERT ANG       
 GX3466
 GX3466.Superseded values are not recommended for survey control.
 GX3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3466.See file dsdata.txt to determine how the superseded data were derived.
 GX3466
 GX3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB1758496838(NAD 83)
 GX3466_MARKER: DS = TRIANGULATION STATION DISK
 GX3466_SETTING: 80 = SET IN A BOULDER
 GX3466_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GX3466
 GX3466  HISTORY     - Date     Condition        Report By
 GX3466  HISTORY     - 1933     MONUMENTED       CGS
 GX3466  HISTORY     - 1957     SEE DESCRIPTION  CGS
 GX3466
 GX3466                          STATION DESCRIPTION
 GX3466
 GX3466'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GX3466'STATION IS ON THE SUMMIT OF WHAT IS LOCALLY KNOWN AS PINEY RIDGE, ON
 GX3466'THE HIGHEST PART OF THE RIDGE, ON A SMALL KNOB AT THE S END OF THE
 GX3466'RIDGE, ABOUT 50 FEET N OF THE CENTER OF THE SMALL CLEARED AREA AT THE
 GX3466'SUMMIT, 12 FEET ENE OF A 24-INCH OAK TREE, 3 FEET SSW OF A 26-INCH
 GX3466'STANDING OAK TREE USED AS TRIPOD FOR INSTRUMENT.
 GX3466'
 GX3466'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GX3466'WEDGED IN DRILL HOLES IN BOULDERS.
 GX3466'
 GX3466'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD BRONZE DISK WEDGED
 GX3466'IN A DRILL HOLE IN A 10- BY 6-FOOT BEDROCK OUTCROP.
 GX3466'
 GX3466'REFERENCE MARK NO. 1 IS E OF THE STATION, ON THE S SLOPE OF THE KNOB.
 GX3466'
 GX3466'REFERENCE MARK NO. 2 IS S OF THE STATION ON THE E SIDE OF A DIM TRAIL
 GX3466'LEADING S TOWARDS BIG DARK RUN.
 GX3466'
 GX3466'REFERENCE MARK NO. 3 IS ABOUT 400 YARDS SE OF THE STATION, ABOUT 3
 GX3466'FEET W OF THE TRAIL TO BIG DARK.
 GX3466'
 GX3466'TO REACH STATION FROM LOGAN, TAKE STATE HIGHWAY 2 E FROM THE JUNCTION
 GX3466'OF STATE HIGHWAY 2 FOR 6.5 MILES, TURN RIGHT (S) ON DIRT ROAD ALONG
 GX3466'MILL CREEK.  CONTINUE 1.6 MILES, TURN RIGHT (SSW) ALONG W FORK (OF
 GX3466'MILL CREEK), AND CONTINUE 2.4 MILES TO END OF TRUCK TRAVEL.
 GX3466'TAKE STEEP TRAIL TO LEFT (E) UP POINT OF RIDGE ABOUT 1 MILE TO THE
 GX3466'STATION.
 GX3466'
 GX3466'THE STATION WILL SEE BALD KNOB FROM THE GROUND WITH SMALL AMOUNT OF
 GX3466'CLEARING.  EXCEPT IVY AND MINGO, ALL STATIONS CAN BE SEEN FROM THE
 GX3466'GROUND WITH CONSIDERABLE CLEARING.  A 50-FOOT TOWER NECESSARY TO SEE
 GX3466'IVY AND MINGO.  IN ADDITION A VISTA WAS CLEARED ON A RIDGE ABOUT 2
 GX3466'MILES TO THE S, ON THE S SIDE OF BIG DARK RUN, TO SEE IVY.
 GX3466'
 GX3466'NOTE- TO REACH IN ERROR.  SEE GEOD.  SURVEY MAP AND HIGHWAY MAPS.  AT
 GX3466'PINE ECCENTRIC.
 GX3466'
 GX3466'HEIGHT OF LIGHT ABOVE STATION MARK-15 METERS.
 GX3466
 GX3466                          STATION RECOVERY (1957)
 GX3466
 GX3466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3466'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 GX3466'NO. 2 WERE RECOVERED.  THE SURFACE STATION MARK AND REFERENCE MARK
 GX3466'NO. 3 (AZIMUTH MARK) WERE NOT RECOVERED.  THE ORIGINAL MEASUREMENT TO
 GX3466'REFERENCE MARK NO. 1 WAS FOUND TO BE 37.97 FEET INSTEAD OF 59.77
 GX3466'FEET.  THE DIRECTIONS TO THE REFERENCE MARKS WERE OBSERVED ECCENTRIC
 GX3466'IN 1933 SO NO COMPARISONS WERE MADE.  A NEW AZIMUTH MARK WAS
 GX3466'ESTABLISHED IN THE SAME LOCATION WHERE REFERENCE MARK NO. 3 (AZIMUTH
 GX3466'MARK) WAS.  A PIPE MARK WAS SET OVER THE UNDERGROUND STATION MARK
 GX3466'BUT THE PIPE IS NOT SOLID AND IS TO SERVE MORE AS A MARKER FOR THE
 GX3466'UNDERGROUND MARK.  ANYONE WANTING AN ACCURATE LOCATION OF THE
 GX3466'STATION, SHOULD REMOVE THE PIPE MARK AND PLUMB FROM THE
 GX3466'UNDERGROUND MARK, THEN REPLACE PIPE MARK WHEN FINISHED.
 GX3466'
 GX3466'A COMPLETE NEW DESCRIPTION FOLLOWS.
 GX3466'
 GX3466'THE STATION IS APPROXIMATELY 6 MILES SOUTHEAST OF CHAPMANVILLE, 5
 GX3466'MILES NORTHEAST OF LOGAN ON A WOODED RIDGE KNOWN LOCALLY AS
 GX3466'PINEY RIDGE AND ON PROPERTY OWNED BY THE YAWKEY AND FREEMAN COAL
 GX3466'COMPANY.
 GX3466'
 GX3466'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119 AND STATE
 GX3466'HIGHWAY 10 IN LOGAN, GO NORTH ON STATE HIGHWAY 10 FOR 6.3 MILES TO
 GX3466'A SIDE ROAD RIGHT, JUST AFTER CROSSING THE BRIDGE OVER THE GUYANDOT
 GX3466'RIVER, TURN RIGHT ON BLACKTOP ROAD FOR 5.4 MILES TO A SIDE ROAD
 GX3466'RIGHT AND THE J. B. BALL GROCERY ON THE RIGHT, TURN SHARP RIGHT ON
 GX3466'DIRT ROAD FOR 0.25 MILE TO A FORK, TAKE LEFT FORK, ALONG HEWITT
 GX3466'CREEK, FOR 1.7 MILES TO A FORK, TAKE RIGHT FORK, UP STEEP GRADE, FOR
 GX3466'0.3 MILE TO A HOUSE JUST AS THE ROAD MAKES A SHARP TURN TO THE
 GX3466'LEFT, AND THE END OF TRUCK TRAVEL.  PACK TO THE LEFT OF THE HOUSE
 GX3466'PAST A GAS WELL AND BEAR LEFT ACROSS CULTIVATED FIELD TO A SKID ROAD
 GX3466'LEADING UP HILL, FOLLOW SKID ROAD ALONG LEFT SIDE OF DRAW TO THE TOP
 GX3466'OF THE RIDGE, TURN RIGHT AND FOLLOW SKID ROAD ALONG THE LEFT SIDE OF
 GX3466'RIDGE FOR ABOUT 1/2 HOUR TO A LOW SADDLE, TURN LEFT AND PACK TO
 GX3466'THE TOP OF THE HILL AND THE STATION.
 GX3466'
 GX3466'STATION MARKS ARE STANDARD DISKS STAMPED PINE 1933.  THE SURFACE DISK
 GX3466'IS BRAZED TO THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 24
 GX3466'INCHES.  IT IS ABOUT 50 FEET NORTH OF A SMALL CLEARED AREA ON THE
 GX3466'SUMMIT OF THE HILL.
 GX3466'
 GX3466'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PINE NO 1 1933, IS
 GX3466'WEDGED IN A DRILL HOLE IN A BOULDER.  IT IS ON THE NORTH SLOPE
 GX3466'OF THE HILL AND IS ABOUT 5 FEET LOWER IN ELEVATION.
 GX3466'
 GX3466'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PINE NO 2 1933, IS
 GX3466'WEDGED IN A DRILL HOLE IN A BOULDER.  IT IS IN ABOUT THE CENTER OF
 GX3466'A SMALL CLEARED AREA AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 GX3466'
 GX3466'AZIMUTH MARK IS A STANDARD DISK STAMPED PINE 1933, CEMENTED IN A
 GX3466'DRILL HOLE IN A BOULDER WHICH IS ABOUT 4 FEET IN DIAMETER AND
 GX3466'PROJECTS ABOUT 1.5 FEET.  IT IS ABOUT 75 YARDS SOUTH OF THE TRAIL
 GX3466'LEADING TO THE STATION.
 GX3466'
 GX3466'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK SOUTHERLY DOWN TO
 GX3466'THE LOW SADDLE, CONTINUE SOUTHERLY UP HILL FOR ABOUT 75 YARDS TO THE
 GX3466'AZIMUTH MARK.  THE MARK IS NOT ON THE TOP OF THE NEXT HILL SOUTH OF
 GX3466'THE STATION BUT IS ABOUT 25 YARDS FROM THE TOP ON THE NORTH SLOPE
 GX3466'OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1995 ***********************************************************************
 JX1995  DESIGNATION -  PINE GROVE RADIO KQC 533 MAST
 JX1995  PID         -  JX1995
 JX1995  STATE/COUNTY-  WV/WETZEL
 JX1995  USGS QUAD   -  PINE GROVE (1976)
 JX1995
 JX1995                         *CURRENT SURVEY CONTROL
 JX1995  ___________________________________________________________________
 JX1995* NAD 83(1995)-  39 32 09.14779(N)    080 40 30.86138(W)     ADJUSTED  
 JX1995* NAVD 88     -                                                        
 JX1995  ___________________________________________________________________
 JX1995  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 JX1995  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JX1995
 JX1995  HORZ ORDER  -  THIRD
 JX1995
 JX1995.The horizontal coordinates were established by classical geodetic methods
 JX1995.and adjusted by the National Geodetic Survey in April 1998..
 JX1995
 JX1995
 JX1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1995
 JX1995.The geoid height was determined by GEOID03.
 JX1995
 JX1995;                    North         East     Units Scale Factor Converg.
 JX1995;SPC WV N     -   115,660.428   498,974.382   MT  0.99994197   -0 44 58.3
 JX1995;UTM  17      - 4,376,296.231   527,908.276   MT  0.99960959   +0 12 24.2
 JX1995
 JX1995                          SUPERSEDED SURVEY CONTROL
 JX1995
 JX1995  NAD 83(1986)-  39 32 09.15295(N)    080 40 30.86952(W) AD(       ) 4
 JX1995  NAD 27      -  39 32 08.85700(N)    080 40 31.51400(W) AD(       ) 3
 JX1995
 JX1995.Superseded values are not recommended for survey control.
 JX1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1995.See file dsdata.txt to determine how the superseded data were derived.
 JX1995
 JX1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2790876296(NAD 83)
 JX1995_MARKER: 42 = RADIO/TV MAST
 JX1995
 JX1995  HISTORY     - Date     Condition        Report By
 JX1995  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX1995
 JX1995                          STATION DESCRIPTION
 JX1995
 JX1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1995'THE STATION IS THE CENTER AT THE TOP OF THE MAST.  IT IS
 JX1995'A 3 LEGGED GUYED
 JX1995'STEEL STRUCTURE WITH ONE ANTENNA ON THE TOP.  IT IS PAINTED IN
 JX1995'ALTERNATE SECTIONS OF INTERNATIONAL
 JX1995'ORANGE AND WHITE AND ITS OVERALL HEIGHT IS
 JX1995'APPROXIMATELY 180 FEET.
 JX1995'
 JX1995'IT IS LOCATED ABOUT 1.0 MILE SOUTH-SOUTHWEST OF PINE GROVE AND IS
 JX1995'OWNED AND OPERATED BY
 JX1995'THE UNION CARBIDE CORPORATION.
 JX1995'
 JX1995'TO REACH FROM THE HOPE NATURAL GAS CO. OFFICE ON STATE HIGHWAY 20,
 JX1995'JUST OUTSIDE OF PINE GROVE,
 JX1995'GO UPHILL PASSING BEHIND THE OFFICE BUILDING FOR 1.0 MILE TO A T-ROAD
 JX1995'AT THE TOP OF HILL, TURN LEFT AND
 JX1995'GO 1.3 MILES TO SUMMIT OF HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1996 ***********************************************************************
 JX1996  DESIGNATION -  PINE GROVE RADIO KQA 859 MAST
 JX1996  PID         -  JX1996
 JX1996  STATE/COUNTY-  WV/WETZEL
 JX1996  USGS QUAD   -  PINE GROVE (1976)
 JX1996
 JX1996                         *CURRENT SURVEY CONTROL
 JX1996  ___________________________________________________________________
 JX1996* NAD 83(1995)-  39 32 32.96080(N)    080 40 37.71968(W)     ADJUSTED  
 JX1996* NAVD 88     -                                                        
 JX1996  ___________________________________________________________________
 JX1996  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 JX1996  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JX1996
 JX1996  HORZ ORDER  -  THIRD
 JX1996
 JX1996.The horizontal coordinates were established by classical geodetic methods
 JX1996.and adjusted by the National Geodetic Survey in April 1998..
 JX1996
 JX1996
 JX1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1996
 JX1996.The geoid height was determined by GEOID03.
 JX1996
 JX1996;                    North         East     Units Scale Factor Converg.
 JX1996;SPC WV N     -   116,396.871   498,820.250   MT  0.99994180   -0 45 02.7
 JX1996;UTM  17      - 4,377,029.755   527,741.929   MT  0.99960948   +0 12 20.0
 JX1996
 JX1996                          SUPERSEDED SURVEY CONTROL
 JX1996
 JX1996  NAD 83(1986)-  39 32 32.96602(N)    080 40 37.72781(W) AD(       ) 4
 JX1996  NAD 27      -  39 32 32.67200(N)    080 40 38.37300(W) AD(       ) 3
 JX1996
 JX1996.Superseded values are not recommended for survey control.
 JX1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1996.See file dsdata.txt to determine how the superseded data were derived.
 JX1996
 JX1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2774277030(NAD 83)
 JX1996_MARKER: 42 = RADIO/TV MAST
 JX1996
 JX1996  HISTORY     - Date     Condition        Report By
 JX1996  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX1996
 JX1996                          STATION DESCRIPTION
 JX1996
 JX1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1996'THE STATION IS THE CENTER AT THE TOP OF THE MAST.  IT IS
 JX1996'A GUYED STEEL
 JX1996'STRUCTURE WITH A SMALL ANTENNA AT THE TOP.  IT IS PAINTED IN
 JX1996'ALTERNATE SECTIONS OF
 JX1996'INTERNATIONAL ORANGE AND WHITE AND ITS OVERALL HEIGHT IS 149 FEET.
 JX1996'
 JX1996'IT IS LOCATED ABOUT 1.0 MILE SOUTH OF THE VILLAGE OF PINE GROVE ON A
 JX1996'HIGH HILL AND IS OWNED AND
 JX1996'OPERATED BY THE HOPE NATURAL GAS COMPANY.
 JX1996'
 JX1996'TO REACH FROM THE HOPE NATURAL GAS CO. OFFICE ON STATE HIGHWAY 20,
 JX1996'JUST OUTSIDE OF PINE GROVE,
 JX1996'GO UPHILL PASSING BEHIND THE OFFICE BUILDING FOR 1.0 MILE TO A T-ROAD
 JX1996'AND THE TOP OF HILL, TURN LEFT
 JX1996'AND GO 0.3 MILE TO THE TOP OF HILL AND THE STATION ON
 JX1996'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1998 ***********************************************************************
 JX1998  DESIGNATION -  PINEY
 JX1998  PID         -  JX1998
 JX1998  STATE/COUNTY-  WV/WETZEL
 JX1998  USGS QUAD   -  PINE GROVE (1976)
 JX1998
 JX1998                         *CURRENT SURVEY CONTROL
 JX1998  ___________________________________________________________________
 JX1998* NAD 83(1995)-  39 30 23.46912(N)    080 43 21.21666(W)     ADJUSTED  
 JX1998* NAVD 88     -       455.     (meters)    1493.     (feet)  SCALED    
 JX1998  ___________________________________________________________________
 JX1998  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 JX1998  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JX1998
 JX1998  HORZ ORDER  -  SECOND
 JX1998
 JX1998.The horizontal coordinates were established by classical geodetic methods
 JX1998.and adjusted by the National Geodetic Survey in April 1998..
 JX1998
 JX1998.The orthometric height was scaled from a topographic map.
 JX1998
 JX1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1998
 JX1998.The geoid height was determined by GEOID03.
 JX1998
 JX1998;                    North         East     Units Scale Factor Converg.
 JX1998;SPC WV N     -   112,456.030   494,862.492   MT  0.99994290   -0 46 47.0
 JX1998;UTM  17      - 4,373,024.751   523,851.791   MT  0.99960700   +0 10 35.4
 JX1998
 JX1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1998!SPC WV N     -   0.99993387  x   0.99994290  =   0.99987678
 JX1998!UTM  17      -   0.99993387  x   0.99960700  =   0.99954090
 JX1998
 JX1998:                Primary Azimuth Mark                     Grid Az
 JX1998:SPC WV N     -  PINE GROVE RADIO KQC 533 MAST            052 04 14.7
 JX1998:UTM  17      -  PINE GROVE RADIO KQC 533 MAST            051 06 52.3
 JX1998
 JX1998|---------------------------------------------------------------------|
 JX1998| PID    Reference Object                     Distance      Geod. Az  |
 JX1998|                                                           dddmmss.s |
 JX1998| JX1995 PINE GROVE RADIO KQC 533 MAST       APPROX. 5.2 KM 0511727.7 |
 JX1998| CX5185 PINEY RM 2                           10.667 METERS 09425     |
 JX1998| CX5183 PINEY AZ MK                                        2760504.8 |
 JX1998| CX5184 PINEY RM 1                           11.286 METERS 35236     |
 JX1998|---------------------------------------------------------------------|
 JX1998
 JX1998                          SUPERSEDED SURVEY CONTROL
 JX1998
 JX1998  NAD 83(1986)-  39 30 23.47431(N)    080 43 21.22456(W) AD(       ) 2
 JX1998  NAD 27      -  39 30 23.18330(N)    080 43 21.85580(W) AD(       ) 2
 JX1998
 JX1998.Superseded values are not recommended for survey control.
 JX1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1998.See file dsdata.txt to determine how the superseded data were derived.
 JX1998
 JX1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2385273025(NAD 83)
 JX1998_MARKER: DD = SURVEY DISK
 JX1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1998_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1998
 JX1998  HISTORY     - Date     Condition        Report By
 JX1998  HISTORY     - 1963     MONUMENTED       USGS
 JX1998
 JX1998                          STATION DESCRIPTION
 JX1998
 JX1998'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX1998'THE STATION IS LOCATED ON A ROUND BRUSH COVERED HILL, ABOUT 4-1/2
 JX1998'MILES WEST-SOUTHWEST OF
 JX1998'JACKSONBURG, 4-1/2 MILES SOUTH OF READER, 1-1/2 MILES WEST-SOUTHWEST
 JX1998'OF PINEY AND ON THE PROPERTY
 JX1998'OF LUTHER AND LELAND WINDLAND.  IT IS ON THE HIGHEST POINT OF A
 JX1998'ROUND HILL 4 FEET NORTHWEST OF A
 JX1998'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 JX1998'STAMPED PINEY USGS 1957 1963.
 JX1998'
 JX1998'TO REACH FROM THE CROSSROAD IN THE SMALL TOWN OF READER, GO SOUTH
 JX1998'ACROSS A STEEL BRIDGE ON A
 JX1998'PAVED ROAD FOR 0.1 MILE TO A RAILROAD CROSSING.  CONTINUE
 JX1998'SOUTHWEST-SOUTH AND SOUTHEAST UP A
 JX1998'STEEP HILL ON THE PAVED ROAD FOR 3.65 MILES TO A WHITE CHURCH ON THE
 JX1998'RIGHT.  CONTINUE SOUTHEAST ON THE
 JX1998'PAVED ROAD FOR 0.75 MILE TO THE END OF THE PAVEMENT.
 JX1998'CONTINUE ON THE GRAVELED ROAD FOR 0.6 MILE TO A
 JX1998'FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST
 JX1998'ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  CONTINUE
 JX1998'SOUTHEAST ON THE GRAVELED ROAD
 JX1998'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST ON
 JX1998'THE GRAVELED ROAD FOR 0.55 MILE TO A
 JX1998'SIDE ROAD RIGHT.  CONTINUE SOUTHEAST ON THE GRAVELED ROAD FOR
 JX1998'0.25 MILE TO A FORK JUST BEFORE REACHING A
 JX1998'HOUSE ON THE LEFT.  TAKE THE LEFT FORK AND GO
 JX1998'NORTHEAST ON A NARROW DIRT ROAD FOR 0.95 MILE TO A DIM TRACK
 JX1998'ROAD RIGHT WHERE A GAS LINE
 JX1998'CROSSES THE ROAD.  TURN RIGHT AND GO NORTHEAST UP HILL ON THE DIM
 JX1998'TRACK ROAD FOR 0.15 MILE TO THE TOP OF
 JX1998'THE HILL AND THE STATION.
 JX1998'
 JX1998'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET
 JX1998'IN THE TOP OF A 8 X 8 INCH
 JX1998'CONCRETE POST.  IT IS ON THE NORTH SLOPE OF THE HILL 40 FEET NORTH OF
 JX1998'THE WITNESS POST.  THE MONUMENT IS
 JX1998'FLUSH AND THE DISK IS STAMPED NO 1 1957.
 JX1998'
 JX1998'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET
 JX1998'IN THE TOP OF A 8 X 8 INCH
 JX1998'CONCRETE POST.  IT IS ON THE EAST SLOPE OF THE HILL 31 FEET EAST OF
 JX1998'THE WITNESS POST.  THE MONUMENT
 JX1998'IS FLUSH AND THE DISK IS STAMPED NO 2 1957.
 JX1998'
 JX1998'THE AZIMUTH MARK IS 1 FOOT WEST OF A WIRE FENCE, 2 FEET NORTH OF A
 JX1998'WITNESS POST AND 20 FEET
 JX1998'EAST OF THE CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS 6
 JX1998'INCHES AND THE DISK IS STAMPED PINEY
 JX1998'USGS 1957 1963.
 JX1998'
 JX1998'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1260 ***********************************************************************
 JW1260  DESIGNATION -  PINNACLE ECC
 JW1260  PID         -  JW1260
 JW1260  STATE/COUNTY-  WV/MINERAL
 JW1260  USGS QUAD   -  WESTERNPORT (1981)
 JW1260
 JW1260                         *CURRENT SURVEY CONTROL
 JW1260  ___________________________________________________________________
 JW1260* NAD 83(1995)-  39 22 55.49326(N)    079 04 42.94080(W)     ADJUSTED  
 JW1260* NAVD 88     -       951.0    (meters)    3120.     (feet)  VERTCON   
 JW1260  ___________________________________________________________________
 JW1260  LAPLACE CORR-          -8.52  (seconds)                    DEFLEC99
 JW1260  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JW1260
 JW1260  HORZ ORDER  -  FIRST
 JW1260
 JW1260.The horizontal coordinates were established by classical geodetic methods
 JW1260.and adjusted by the National Geodetic Survey in April 1998..
 JW1260
 JW1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1260
 JW1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1260
 JW1260.The geoid height was determined by GEOID03.
 JW1260
 JW1260;                    North         East     Units Scale Factor Converg.
 JW1260;SPC WV N     -    98,010.957   636,305.727   MT  0.99994975   +0 16 07.5
 JW1260;SPC MD       -   192,461.922   220,928.715   MT  0.99998882   -1 18 16.5
 JW1260;SPC MD       -   631,435.49    724,830.29   sFT  0.99998882   -1 18 16.5
 JW1260;UTM  17      - 4,360,938.889   665,485.447   MT  0.99993719   +1 13 09.8
 JW1260
 JW1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1260!SPC WV N     -   0.99985581  x   0.99994975  =   0.99980556
 JW1260!SPC MD       -   0.99985581  x   0.99998882  =   0.99984463
 JW1260!UTM  17      -   0.99985581  x   0.99993719  =   0.99979301
 JW1260
 JW1260|---------------------------------------------------------------------|
 JW1260| PID    Reference Object                     Distance      Geod. Az  |
 JW1260|                                                           dddmmss.s |
 JW1260| CX5187 PINNACLE ECC RM 2                     5.121 METERS 03827     |
 JW1260| JW1276 EVANS                               APPROX.17.6 KM 1941304.4 |
 JW1260| JW1261 PINNACLE WWVU TV MAST                30.960 METERS 29736     |
 JW1260| CX5186 PINNACLE ECC RM 1                    10.123 METERS 30955     |
 JW1260|---------------------------------------------------------------------|
 JW1260
 JW1260                          SUPERSEDED SURVEY CONTROL
 JW1260
 JW1260  NAD 83(1995)-  39 22 55.49647(N)    079 04 42.94305(W) AD(       ) 1
 JW1260  NAD 83(1986)-  39 22 55.50045(N)    079 04 42.95051(W) AD(       ) 1
 JW1260  NAD 27      -  39 22 55.15211(N)    079 04 43.83312(W) AD(       ) 1
 JW1260  NGVD 29 (07/19/86)  951.2    (m)         3121.     (f) VERT ANG       
 JW1260
 JW1260.Superseded values are not recommended for survey control.
 JW1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1260.See file dsdata.txt to determine how the superseded data were derived.
 JW1260
 JW1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6548560939(NAD 83)
 JW1260_MARKER: DD = SURVEY DISK
 JW1260_SETTING: 80 = SET IN A BOULDER
 JW1260_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1260
 JW1260  HISTORY     - Date     Condition        Report By
 JW1260  HISTORY     - 1975     MONUMENTED       USGS
 JW1260
 JW1260                          STATION DESCRIPTION
 JW1260
 JW1260'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (JRS)
 JW1260'THE STATION IS ABOUT 4 MILES EAST OF ELK GARDEN, 5-1/2 MILES
 JW1260'NORTH OF LAUREL DALE, 7 MILES WEST-SOUTHWEST OF KEYSER, ON
 JW1260'ALLEGHENY FRONT MOUNTAIN AND ON PROPERTY OF THE WEST VIRGINIA
 JW1260'STATE FOREST SERVICE.  PERMISSION WAS GRANTED BY THE DISTRICT
 JW1260'FOREST OFFICE AT ROMNEY, WEST VIRGINIA.
 JW1260'
 JW1260'TO REACH THE STATION FROM ELK GARDEN SCHOOL AT ELK GARDEN, G0
 JW1260'SOUTHERLY ON STATE HIGHWAY 42 FOR 2.7 MILES TO A GRAVELED SIDE
 JW1260'ROAD ON THE LEFT, PINNACLE ROAD.  TURN LEFT AND GO NORTHEAST
 JW1260'ON PINNACLE ROAD FOR 3.2 MILES TO A SIDE ROAD LEFT.  CONTINUE
 JW1260'AHEAD, NORTHEAST FOR 0.8 MILE TO A SIDE ROAD LEFT.  CONTINUE
 JW1260'NORTHEAST FOR 0.15 MILE TO THE TOP OF THE HILL AND A SIDE ROAD
 JW1260'RIGHT.  TURN RIGHT AND FOLLOW A ROCKY ROAD, UPHILL, FOR 1.0
 JW1260'MILE TO THE STATION IN A LARGE BOULDER AT THE SOUTH SIDE OF A
 JW1260'LOOKOUT HOUSE.
 JW1260'
 JW1260'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 JW1260'STAMPED---PINNACLE ECC. 1948---, CEMENTED IN A DRILL HOLE IN A
 JW1260'LARGE BOULDER AT THE EAST EDGE OF A CLIFF.  IT IS 7.2 FEET
 JW1260'SOUTH OF THE SOUTHEAST CORNER OF A LOOKOUT HOUSE AND 12.4 FEET
 JW1260'SOUTHEAST OF THE SOUTHWEST CORNER OF THE LOOKOUT HOUSE.
 JW1260'
 JW1260'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---PINNACLE ECC
 JW1260'USGS NO 1 1975---, CEMENTED IN A DRILL HOLE IN A 4 BY 4 FOOT
 JW1260'CONCRETE SLAB THAT IS CEMENTED TO THE TOP OF A LARGE BOULDER.
 JW1260'IT IS 24.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JW1260'LOOKOUT HOUSE AND ABOUT THE SAME ELEVATION AS THE STATION.
 JW1260'
 JW1260'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---PINNACLE ECC
 JW1260'USGS NO 2 1975---, CEMENTED IN A DRILL HOLE AT THE NORTHEAST
 JW1260'CORNER OF THE FOUNDATION OF THE LOOKOUT HOUSE.  IT IS 1 FOOT
 JW1260'NORTHEAST OF THE NORTHEAST CORNER OF THE LOOKOUT HOUSE, 1.3
 JW1260'FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE FOUNDATION AND
 JW1260'ABOUT 3-1/2 FEET HIGHER THAN THE STATION.
 JW1260'
 JW1260'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 JW1260'THE DISTANCES TO THE REFERENCE MARKS WERE COMPUTED FROM SLOPE
 JW1260'DISTANCES.
 JW1260'ALTHOUGH THE PINNACLE WWVU TV MAST IS VERY CLOSE IT WAS NOT
 JW1260'MEASURED TO, DUE TO DIFFICULT TERRAIN.
 JW1260'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1261 ***********************************************************************
 JW1261  DESIGNATION -  PINNACLE WWVU TV MAST
 JW1261  PID         -  JW1261
 JW1261  STATE/COUNTY-  WV/MINERAL
 JW1261  USGS QUAD   -  WESTERNPORT (1981)
 JW1261
 JW1261                         *CURRENT SURVEY CONTROL
 JW1261  ___________________________________________________________________
 JW1261* NAD 83(1995)-  39 22 55.95827(N)    079 04 44.08727(W)     ADJUSTED  
 JW1261* NAVD 88     -                                                        
 JW1261  ___________________________________________________________________
 JW1261  LAPLACE CORR-          -8.46  (seconds)                    DEFLEC99
 JW1261  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JW1261
 JW1261  HORZ ORDER  -  THIRD
 JW1261
 JW1261.The horizontal coordinates were established by classical geodetic methods
 JW1261.and adjusted by the National Geodetic Survey in April 1998..
 JW1261
 JW1261
 JW1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1261
 JW1261.The geoid height was determined by GEOID03.
 JW1261
 JW1261;                    North         East     Units Scale Factor Converg.
 JW1261;SPC WV N     -    98,025.168   636,278.223   MT  0.99994974   +0 16 06.8
 JW1261;SPC MD       -   192,476.884   220,901.611   MT  0.99998884   -1 18 17.3
 JW1261;SPC MD       -   631,484.58    724,741.37   sFT  0.99998884   -1 18 17.3
 JW1261;UTM  17      - 4,360,952.642   665,457.711   MT  0.99993707   +1 13 09.1
 JW1261
 JW1261                          SUPERSEDED SURVEY CONTROL
 JW1261
 JW1261  NAD 83(1995)-  39 22 55.96239(N)    079 04 44.09200(W) AD(       ) 4
 JW1261  NAD 83(1986)-  39 22 55.96570(N)    079 04 44.09585(W) AD(       ) 4
 JW1261  NAD 27      -  39 22 55.60579(N)    079 04 44.95005(W) AD(       ) 3
 JW1261
 JW1261.Superseded values are not recommended for survey control.
 JW1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1261.See file dsdata.txt to determine how the superseded data were derived.
 JW1261
 JW1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6545860953(NAD 83)
 JW1261_MARKER: 42 = RADIO/TV MAST
 JW1261
 JW1261  HISTORY     - Date     Condition        Report By
 JW1261  HISTORY     - 1975     FIRST OBSERVED   NGS
 JW1261
 JW1261                          STATION DESCRIPTION
 JW1261
 JW1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 JW1261'THE STATION, PINNACLE WEST VIRGINIA UNIVERSITY TELEVISION MAST
 JW1261'W 48 AA, IS THE LIGHT ATOP A TRIANGULAR STEEL, SELF-SUPPORTED,
 JW1261'UNPAINTED MAST.  THE STRUCTURE HAS AN OVERALL HEIGHT OF ABOUT
 JW1261'130 FEET AND HAS 2 ROUND REFLECTORS MOUNTED ON IT.
 JW1261'
 JW1261'THE STATION IS LOCATED ABOUT 18 MILES EAST OF OAKLAND, 18 MILES
 JW1261'WEST OF ROMNEY, 6 MILES SOUTH-SOUTHWEST OF KEYSER AND ON TOP OF
 JW1261'PINNACLE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2951 ***********************************************************************
 HX2951  DESIGNATION -  PIPER
 HX2951  PID         -  HX2951
 HX2951  STATE/COUNTY-  WV/BRAXTON
 HX2951  USGS QUAD   -  NORMANTOWN (1987)
 HX2951
 HX2951                         *CURRENT SURVEY CONTROL
 HX2951  ___________________________________________________________________
 HX2951* NAD 83(1995)-  38 45 27.28704(N)    080 52 38.83564(W)     ADJUSTED  
 HX2951* NAVD 88     -       469.3    (meters)    1540.     (feet)  VERTCON   
 HX2951  ___________________________________________________________________
 HX2951  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 HX2951  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HX2951
 HX2951  HORZ ORDER  -  SECOND
 HX2951
 HX2951.The horizontal coordinates were established by classical geodetic methods
 HX2951.and adjusted by the National Geodetic Survey in April 1998..
 HX2951
 HX2951.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2951
 HX2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2951
 HX2951.The geoid height was determined by GEOID03.
 HX2951
 HX2951;                    North         East     Units Scale Factor Converg.
 HX2951;SPC WV S     -   195,084.056   610,651.556   MT  0.99997563   +0 04 32.7
 HX2951;UTM  17      - 4,289,882.634   510,647.559   MT  0.99960140   +0 04 36.2
 HX2951
 HX2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2951!SPC WV S     -   0.99993149  x   0.99997563  =   0.99990712
 HX2951!UTM  17      -   0.99993149  x   0.99960140  =   0.99953292
 HX2951
 HX2951:                Primary Azimuth Mark                     Grid Az
 HX2951:SPC WV S     -  PIPER AZ MK                              111 46 34.2
 HX2951:UTM  17      -  PIPER AZ MK                              111 46 30.7
 HX2951
 HX2951|---------------------------------------------------------------------|
 HX2951| PID    Reference Object                     Distance      Geod. Az  |
 HX2951|                                                           dddmmss.s |
 HX2951| DC4103 PIPER AZ MK                                        1115106.9 |
 HX2951| DC4104 PIPER RM 1                           12.173 METERS 24817     |
 HX2951| DC4105 PIPER RM 2                           13.741 METERS 33130     |
 HX2951|---------------------------------------------------------------------|
 HX2951
 HX2951                          SUPERSEDED SURVEY CONTROL
 HX2951
 HX2951  NAD 83(1986)-  38 45 27.29313(N)    080 52 38.84475(W) AD(       ) 2
 HX2951  NAD 27      -  38 45 26.94830(N)    080 52 39.46970(W) AD(       ) 2
 HX2951  NGVD 29 (07/19/86)  469.5    (m)         1540.     (f) VERT ANG       
 HX2951
 HX2951.Superseded values are not recommended for survey control.
 HX2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2951.See file dsdata.txt to determine how the superseded data were derived.
 HX2951
 HX2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC1064889883(NAD 83)
 HX2951_MARKER: DS = TRIANGULATION STATION DISK
 HX2951_SETTING: 0 = UNSPECIFIED SETTING
 HX2951
 HX2951  HISTORY     - Date     Condition        Report By
 HX2951  HISTORY     - 1956     MONUMENTED       CGS
 HX2951  HISTORY     - 1961     GOOD             CGS
 HX2951
 HX2951                          STATION DESCRIPTION
 HX2951
 HX2951'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2951'STATION IS LOCATED ABOUT 12 MILES EAST SOUTHEAST OF MILLSTONE AND 8
 HX2951'MILES SOUTH OF NORMANTOWN ON
 HX2951'THE EAST END OF THE SUMMIT OF A HIGH HILL.  STATION IS 30 FEET EAST
 HX2951'OF FENCE AND 9 FEET NORTHEAST OF
 HX2951'A TRIANGLE BLAZED TREE.  THE DISK IS BRAZED TO THE TOP
 HX2951'OF A 3 INCH PIPE WHICH PROJECTS ABOUT 4 INCHES
 HX2951'AND IS STAMPED PIPER 1956.
 HX2951'
 HX2951'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF FENCE.  THE DISK IS BRAZED TO
 HX2951'THE TOP OF A 3 INCH PIPE
 HX2951'THAT PROJECTS ABOUT 8 INCHES AND IS STAMPED PIPER NO 1 1956.
 HX2951'
 HX2951'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF FENCE.  THE DISK IS BRAZED TO
 HX2951'THE TOP OF A 3 INCH PIPE WHICH
 HX2951'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED PIPER NO 2 1956.
 HX2951'
 HX2951'AZIMUTH MARK IS 1 FOOT WEST OF FENCE AND 6.6 FEET NORTHWEST OF A
 HX2951'TRIANGLE BLAZED OAK TREE.
 HX2951'THE DISK IS BRAZED TO THE TOP OF A 3 INCH PIPE WHICH PROJECTS ABOUT 6
 HX2951'INCHES AND IS STAMPED PIPER 1956.
 HX2951'
 HX2951'TO REACH FROM THE POST OFFICE IN ROSEDALE GO NORTH ON SURFACED ROAD
 HX2951'FOR 1.0 MILE TO A SIDE ROAD
 HX2951'RIGHT.  TURN RIGHT ACROSS BRIDGE AND GO EASTERLY FOR 0.1 MILE TO A T
 HX2951'INTERSECTION.  TURN RIGHT AND
 HX2951'FOLLOW MAIN TRAVELED ROAD EASTERLY FOR 3.1 MILES TO ELM
 HX2951'VALLEY HEREFORD FARM ON RIGHT.  CONTINUE
 HX2951'EASTERLY ON MAIN TRAVELED ROAD FOR 1.0 MILE TO
 HX2951'A POLE GATE ON LEFT.  THIS IS JUST EAST OF A WHITE FARM
 HX2951'HOUSE ON LEFT.  TURN LEFT
 HX2951'THROUGH POLE GATE AND FOLLOW TRACK ROAD UP HILL AND THEN ALONG RIDGE
 HX2951'FOR ABOUT 1 MILE TO A WIRE GATE.
 HX2951'PASS THROUGH GATE AND FOLLOW TRACK ROAD ALONG RIDGE FOR ABOUT 1 MILE
 HX2951'TO GATE.  PASS THROUGH GATE AND
 HX2951'FOLLOW TRACK ROAD NORTHERLY FOR ABOUT 1 MILE TO AZIMUTH
 HX2951'MARK ON RIGHT.  CONTINUE WESTERLY ALONG RIDGE TO
 HX2951'TOP OF HILL AND STATION AS
 HX2951'DESCRIBED.  THERE IS AN OLD SHACK ABOUT 0.1 MILE SOUTH OF STATION
 HX2951'ON SIDE OF HILL.  A FOUR WHEEL
 HX2951'DRIVE VEHICLE CAN BE DRIVEN TO STATION IN DRY WEATHER.
 HX2951'
 HX2951'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HX2951
 HX2951                          STATION RECOVERY (1961)
 HX2951
 HX2951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2951'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HX2951'GOOD CONDITION.
 HX2951'SOME NEW REFERENCE MEASUREMENTS TO THE MARKS FOLLOW.
 HX2951'
 HX2951'STATION MARK IS 41 FEET NORTHWEST OF A METAL WITNESS POST.
 HX2951'
 HX2951'REFERENCE MARK NUMBER 1 IS 1.2 FEET NORTHWEST OF THE WITNESS POST AND
 HX2951'31 FEET SOUTHEAST OF
 HX2951'A TRIANGULAR BLAZED 6-INCH LOCUST TREE.
 HX2951'
 HX2951'REFERENCE MARK NUMBER 2 IS 46 FEET NORTHWEST OF THE LOCUST TREE.
 HX2951'
 HX2951'AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3350 ***********************************************************************
 GX3350  DESIGNATION -  PIPESTEM
 GX3350  PID         -  GX3350
 GX3350  STATE/COUNTY-  WV/SUMMERS
 GX3350  USGS QUAD   -  PIPESTEM (1976)
 GX3350
 GX3350                         *CURRENT SURVEY CONTROL
 GX3350  ___________________________________________________________________
 GX3350* NAD 83(1995)-  37 30 51.95126(N)    080 58 22.54217(W)     ADJUSTED  
 GX3350* NAVD 88     -       905.     (meters)    2969.     (feet)  SCALED    
 GX3350  ___________________________________________________________________
 GX3350  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 GX3350  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX3350
 GX3350  HORZ ORDER  -  SECOND
 GX3350
 GX3350.The horizontal coordinates were established by classical geodetic methods
 GX3350.and adjusted by the National Geodetic Survey in April 1998..
 GX3350
 GX3350.The orthometric height was scaled from a topographic map.
 GX3350
 GX3350.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3350
 GX3350.The geoid height was determined by GEOID03.
 GX3350
 GX3350;                    North         East     Units Scale Factor Converg.
 GX3350;SPC WV S     -    57,096.522   602,393.344   MT  0.99999356   +0 01 00.2
 GX3350;UTM  17      - 4,151,942.691   502,392.402   MT  0.99960007   +0 00 59.3
 GX3350
 GX3350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3350!SPC WV S     -   0.99986291  x   0.99999356  =   0.99985647
 GX3350!UTM  17      -   0.99986291  x   0.99960007  =   0.99946303
 GX3350
 GX3350|---------------------------------------------------------------------|
 GX3350| PID    Reference Object                     Distance      Geod. Az  |
 GX3350|                                                           dddmmss.s |
 GX3350| GX3349 PIPESTEM USGS 1952                   13.220 METERS 09445     |
 GX3350| DC4106 PIPESTEM RM 1                        15.697 METERS 35945     |
 GX3350|---------------------------------------------------------------------|
 GX3350
 GX3350                          SUPERSEDED SURVEY CONTROL
 GX3350
 GX3350  NAD 83(1995)-  37 30 51.95612(N)    080 58 22.54425(W) AD(       ) 2
 GX3350  NAD 83(1986)-  37 30 51.95663(N)    080 58 22.54607(W) AD(       ) 2
 GX3350  NAD 27      -  37 30 51.52571(N)    080 58 23.23044(W) AD(       ) 2
 GX3350
 GX3350.Superseded values are not recommended for survey control.
 GX3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3350.See file dsdata.txt to determine how the superseded data were derived.
 GX3350
 GX3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB0239251943(NAD 83)
 GX3350_MARKER: DS = TRIANGULATION STATION DISK
 GX3350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3350
 GX3350  HISTORY     - Date     Condition        Report By
 GX3350  HISTORY     - 1952     MONUMENTED       CGS
 GX3350  HISTORY     - 1973     MARK NOT FOUND   USE
 GX3350  HISTORY     - 1977     MARK NOT FOUND   NGS
 GX3350
 GX3350                          STATION DESCRIPTION
 GX3350
 GX3350'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3350'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF PRINCETON, 11-1/2
 GX3350'MILES SOUTHWEST OF HINTON, 7 MILES NORTH OF ATHENS AND 1 MILE NORTH
 GX3350'OF LERONA.  IT IS ON THE HIGHEST POINT OF A RIDGE KNOWN LOCALLY AS
 GX3350'PIPESTEM KNOB AND ABOUT 0.2 MILE WEST OF STATE ROUTE 20.  THE
 GX3350'MARK IS NEAR THE CENTER OF A SMALL CLEARING AND IS STAMPED PIPESTEM
 GX3350'1952.
 GX3350'
 GX3350'REFERENCE MARK NO. 1 IS AT THE NORTH EDGE OF THE CLEARING.  THE MARK
 GX3350'PROJECTS 2 INCHES AND IS STAMPED PIPESTEM NO 1 1952.
 GX3350'
 GX3350'PIPESTEM (USGS) BM IS OBSERVED AS REFERENCE MARK NO. 2.  IT IS A
 GX3350'STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN A 6X6 INCH STANDSTONE
 GX3350'POST PROJECTING 3 INCHES.  THE MARK HAS BEEN DEFACED.  THE STAMPING
 GX3350'IS NOT LEGIBLE.
 GX3350'
 GX3350'THERE IS NO AVAILABLE SITE FOR AN AZIMUTH MARK.
 GX3350'
 GX3350'TO REACH THE STATION FROM THE BANK OF ATHENS IN ATHENS, GO NORTH ON
 GX3350'STATE ROUTE 20 ABOUT 7.50 MILES TO THE MERCER- SUMMERS COUNTY
 GX3350'LINE- CONTINUE AHEAD FOR 0.4 MILE TO A FARM LANE LEFT (WEST), TURN
 GX3350'LEFT AND GO 0.2 MILE TO ELIZA NEELEYS HOUSE, KEEP STRAIGHT AHEAD,
 GX3350'PASS THROUGH A GATE THENCE FOLLOW A LOGGING ROAD AROUND THE SOUTH
 GX3350'SIDE OF THE HILL AND TO THE SUMMIT OF SAME.  THE STATION IS IN THE
 GX3350'CLEARING AS DESCRIBED.
 GX3350'
 GX3350'THE STATION IS LOCATED ON THE PROPERTY OF ELIZA NEELY.
 GX3350'
 GX3350'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GX3350
 GX3350                          STATION RECOVERY (1973)
 GX3350
 GX3350'RECOVERY NOTE BY US ENGINEERS 1973 (LRM)
 GX3350'PIPESTEM DESTROYED.
 GX3350'
 GX3350'RM NO. 1 DESTROYED.
 GX3350'
 GX3350'PIPESTEM USGS DESTROYED.
 GX3350'
 GX3350'AREA IS NOW PART OF PIPESTEM STATE PARK, AREA HAS BEEN BULLDOZED AND
 GX3350'A VISITORS OBSERVATION TOWER CONSTRUCTED AT SITE.  NO SEARCH WAS
 GX3350'MADE FOR THE UNDERGROUND MARK.
 GX3350'
 GX3350'DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES NORTH EAST OF
 GX3350'PRINCETON.
 GX3350
 GX3350                          STATION RECOVERY (1977)
 GX3350
 GX3350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GX3350'A SEARCH WAS MADE FOR THE STATION AND NO MARKS WERE FOUND.  A LARGE
 GX3350'OBSERVATION TOWER HAS BEEN CONSTRUCTED ON THE TOP OF THE HILL ON
 GX3350'WHICH THE STATION WAS LOCATED.  THE MARKS WERE EITHER DESTROYED BY
 GX3350'THE CONSTRUCTION OR ELSE COVERED OVER DURING THE CONSTRUCTION.
 GX3350'THE TOP OF THE HILL IS COVERED WITH LARGE TREES AND IT IS NOT
 GX3350'POSSIBLE TO LOCATE THE STATION BY THE INTERSECTION OF OTHER
 GX3350'STATIONS AT THIS TIME. THE PARK RANGERS ARE VERY INTERESTED IN
 GX3350'LOCATING THE STATION AND IN THE EVENT ANY EVIDENCE OF ANY OF THE
 GX3350'MARKS ARE FOUND IN THE FUTURE, THE NATIONAL GEODETIC SURVEY WILL
 GX3350'BE NOTIFIED.
 GX3350'
 GX3350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 GX3350'LERONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3349 ***********************************************************************
 GX3349  DESIGNATION -  PIPESTEM USGS 1952
 GX3349  PID         -  GX3349
 GX3349  STATE/COUNTY-  WV/SUMMERS
 GX3349  USGS QUAD   -  PIPESTEM (1976)
 GX3349
 GX3349                         *CURRENT SURVEY CONTROL
 GX3349  ___________________________________________________________________
 GX3349* NAD 83(1995)-  37 30 51.91570(N)    080 58 22.00571(W)     ADJUSTED  
 GX3349* NAVD 88     -       904.     (meters)    2966.     (feet)  SCALED    
 GX3349  ___________________________________________________________________
 GX3349  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 GX3349  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX3349
 GX3349  HORZ ORDER  -  SECOND
 GX3349
 GX3349.The horizontal coordinates were established by classical geodetic methods
 GX3349.and adjusted by the National Geodetic Survey in April 1998..
 GX3349
 GX3349.The orthometric height was scaled from a topographic map.
 GX3349
 GX3349.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3349
 GX3349.The geoid height was determined by GEOID03.
 GX3349
 GX3349;                    North         East     Units Scale Factor Converg.
 GX3349;SPC WV S     -    57,095.430   602,406.518   MT  0.99999356   +0 01 00.6
 GX3349;UTM  17      - 4,151,941.599   502,405.571   MT  0.99960007   +0 00 59.7
 GX3349
 GX3349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3349!SPC WV S     -   0.99986307  x   0.99999356  =   0.99985663
 GX3349!UTM  17      -   0.99986307  x   0.99960007  =   0.99946319
 GX3349
 GX3349                          SUPERSEDED SURVEY CONTROL
 GX3349
 GX3349  NAD 83(1995)-  37 30 51.92057(N)    080 58 22.00778(W) AD(       ) 2
 GX3349  NAD 83(1986)-  37 30 51.92107(N)    080 58 22.00960(W) AD(       ) 2
 GX3349  NAD 27      -  37 30 51.49014(N)    080 58 22.69400(W) AD(       ) 2
 GX3349
 GX3349.Superseded values are not recommended for survey control.
 GX3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3349.See file dsdata.txt to determine how the superseded data were derived.
 GX3349
 GX3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB0240651942(NAD 83)
 GX3349_MARKER: DD = SURVEY DISK
 GX3349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3349_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GX3349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3349+STABILITY: SURFACE MOTION
 GX3349
 GX3349  HISTORY     - Date     Condition        Report By
 GX3349  HISTORY     - 1952     MONUMENTED       USGS
 GX3349
 GX3349                          STATION DESCRIPTION
 GX3349
 GX3349'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GX3349'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF PRINCETON, 11-1/2
 GX3349'MILES SOUTHWEST OF HINTON, 7 MILES NORTH OF ATHENS AND 1 MILE NORTH
 GX3349'OF LERONA.  IT IS ON THE HIGHEST POINT OF A RIDGE KNOWN LOCALLY AS
 GX3349'PIPESTEM KNOB AND ABOUT 0.2 MILE WEST OF STATE ROUTE 20.
 GX3349'IT IS A
 GX3349'STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN A 6X6 INCH STANDSTONE
 GX3349'POST PROJECTING 3 INCHES.  THE MARK HAS BEEN DEFACED.  THE STAMPING
 GX3349'IS NOT LEGIBLE.
 GX3349'
 GX3349'TO REACH THE STATION FROM THE BANK OF ATHENS IN ATHENS, GO NORTH ON
 GX3349'STATE ROUTE 20 ABOUT 7.50 MILES TO THE MERCER- SUMMERS COUNTY
 GX3349'LINE- CONTINUE AHEAD FOR 0.4 MILE TO A FARM LANE LEFT (WEST), TURN
 GX3349'LEFT AND GO 0.2 MILE TO ELIZA NEELEYS HOUSE, KEEP STRAIGHT AHEAD,
 GX3349'PASS THROUGH A GATE THENCE FOLLOW A LOGGING ROAD AROUND THE SOUTH
 GX3349'SIDE OF THE HILL AND TO THE SUMMIT OF SAME.  THE STATION IS IN THE
 GX3349'CLEARING AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0281 ***********************************************************************
 HX0281  DESIGNATION -  PISGAH
 HX0281  PID         -  HX0281
 HX0281  STATE/COUNTY-  WV/WEBSTER
 HX0281  USGS QUAD   -  SAMP (1995)
 HX0281
 HX0281                         *CURRENT SURVEY CONTROL
 HX0281  ___________________________________________________________________
 HX0281* NAD 83(1995)-  38 36 47.45525(N)    080 14 16.38824(W)     ADJUSTED  
 HX0281* NAVD 88     -      1023.831  (meters)    3359.02   (feet)  ADJUSTED  
 HX0281  ___________________________________________________________________
 HX0281  LAPLACE CORR-           5.69  (seconds)                    DEFLEC99
 HX0281  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0281  DYNAMIC HT  -        1023.040 (meters)    3356.42  (feet)  COMP
 HX0281  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 HX0281
 HX0281  HORZ ORDER  -  THIRD
 HX0281  VERT ORDER  -  SECOND    CLASS 0
 HX0281
 HX0281.The horizontal coordinates were established by classical geodetic methods
 HX0281.and adjusted by the National Geodetic Survey in April 1998..
 HX0281
 HX0281.The orthometric height was determined by differential leveling
 HX0281.and adjusted by the National Geodetic Survey in June 1991..
 HX0281
 HX0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX0281
 HX0281.The geoid height was determined by GEOID03.
 HX0281
 HX0281.The dynamic height is computed by dividing the NAVD 88
 HX0281.geopotential number by the normal gravity value computed on the
 HX0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0281.degrees latitude (g = 980.6199 gals.).
 HX0281
 HX0281.The modeled gravity was interpolated from observed gravity values.
 HX0281
 HX0281;                    North         East     Units Scale Factor Converg.
 HX0281;SPC WV S     -   179,320.965   666,373.355   MT  0.99995361   +0 28 16.1
 HX0281;UTM  17      - 4,274,127.796   566,351.069   MT  0.99965421   +0 28 32.2
 HX0281
 HX0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX0281!SPC WV S     -   0.99984422  x   0.99995361  =   0.99979784
 HX0281!UTM  17      -   0.99984422  x   0.99965421  =   0.99949848
 HX0281
 HX0281:                Primary Azimuth Mark                     Grid Az
 HX0281:SPC WV S     -  PISGAH AZ MK                             212 39 22.8
 HX0281:UTM  17      -  PISGAH AZ MK                             212 39 06.7
 HX0281
 HX0281|---------------------------------------------------------------------|
 HX0281| PID    Reference Object                     Distance      Geod. Az  |
 HX0281|                                                           dddmmss.s |
 HX0281| HX0280 PISGAH AZ MK                                       2130738.9 |
 HX0281| HX2860 WEBSTER SPRINGS ATT MICROWAVE       APPROX.14.6 KM 2182807.7 |
 HX0281| HX0283 PISGAH RM 1                           6.955 METERS 21924     |
 HX0281| HX0282 PISGAH RM 2                           7.816 METERS 33526     |
 HX0281|---------------------------------------------------------------------|
 HX0281
 HX0281                          SUPERSEDED SURVEY CONTROL
 HX0281
 HX0281  NAD 83(1986)-  38 36 47.46082(N)    080 14 16.40000(W) AD(       ) 3
 HX0281  NAD 27      -  38 36 47.07080(N)    080 14 17.12400(W) AD(       ) 3
 HX0281  NGVD 29 (??/??/92) 1023.980  (m)         3359.51   (f) ADJ UNCH    2 0
 HX0281
 HX0281.Superseded values are not recommended for survey control.
 HX0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0281.See file dsdata.txt to determine how the superseded data were derived.
 HX0281
 HX0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC6635174128(NAD 83)
 HX0281_MARKER: DS = TRIANGULATION STATION DISK
 HX0281_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX0281_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX0281_STAMPING: PISGAH 1961
 HX0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0281
 HX0281  HISTORY     - Date     Condition        Report By
 HX0281  HISTORY     - 1961     MONUMENTED       CGS
 HX0281  HISTORY     - 1962     GOOD             NGS
 HX0281
 HX0281                          STATION DESCRIPTION
 HX0281
 HX0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX0281'STATION IS LOCATED ON THE SUMMIT AND NEAR THE SOUTHERN EDGE OF A FLAT
 HX0281'TOP HILL THAT IS
 HX0281'LOCALLY KNOWN AS PISGAH KNOB, ABOUT 3-1/2 MILES SOUTHWEST
 HX0281'OF PICKENS AND ABOUT 1/4 MILE WEST
 HX0281'OF THE RANDOLPH-WEBSTER COUNTY LINE.
 HX0281'
 HX0281'STATION IS REACHED FROM THE RAILROAD DEPOT IN PICKENS.  GO SOUTHERLY
 HX0281'ON SURFACED ROAD
 HX0281'FOR 0.15 MILE TO WHERE THE MAIN ROAD TURNS RIGHT.  CONTINUE
 HX0281'STRAIGHT AHEAD, SOUTHERLY ON A ROCK
 HX0281'BASE FOR 0.4 MILE TO A
 HX0281'FORK, KEEP RIGHT AND CONTINUE FOR 2.45 MILES TO A SIDE
 HX0281'ROAD LEFT, CONTINUE
 HX0281'STRAIGHT AHEAD, ON THE ROCK BASE ROAD FOR 0.9 MILE TO A BOARD GATE ON
 HX0281'THE RIGHT AND END OF
 HX0281'TRUCK TRAVEL.  PACK SOUTH-SOUTHWEST, UPHILL FOR ABOUT 10
 HX0281'MINUTES TO THE SUMMIT OF A FLAT TOP
 HX0281'HILL AND STATION.
 HX0281'
 HX0281'AZIMUTH MARK IS REACHED FROM THE END OF TRUCK TRAVEL.  GO SOUTHERLY
 HX0281'ON ROCK BASE ROAD
 HX0281'FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HX0281'
 HX0281'STATION MARK IS A STANDARD DISK, STAMPED PISGAH 1961, SET IN THE TOP
 HX0281'OF A CONCRETE
 HX0281'FILLED 3-INCH ORANGEBURG PIPE THAT PROJECTS ABOUT 6 INCHES.
 HX0281'IT IS 3.3 FEET SOUTH OF A METAL
 HX0281'WITNESS POST.
 HX0281'
 HX0281'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PISGAH NO 1 1961,
 HX0281'SET IN THE TOP OF
 HX0281'A CONCRETE FILLED 3-INCH ORANGEBURG PIPE THAT PROJECTS
 HX0281'ABOUT 6 INCHES.  IT IS 26 FEET
 HX0281'SOUTHWEST OF THE WITNESS POST.
 HX0281'
 HX0281'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED PISGAH NO 2 1961,
 HX0281'SET IN THE TOP OF
 HX0281'A CONCRETE FILLED 3-INCH ORANGEBURG PIPE THAT PROJECTS
 HX0281'ABOUT 6 INCHES.  IT IS 23.5 FEET
 HX0281'NORTHWEST OF THE WITNESS POST.
 HX0281'
 HX0281'AZIMUTH MARK IS A STANDARD DISK, STAMPED PISGAH 1961, CEMENTED IN A
 HX0281'DRILL HOLE, IN THE
 HX0281'TOP OF BEDROCK THAT IS FLUSH WITH THE GROUND SURFACE.
 HX0281'IT IS 15 FEET WEST OF THE CENTER OF A
 HX0281'ROCK BASE ROAD, 3.0 FEET SOUTHWEST
 HX0281'OF A METAL WITNESS POST, 35 FEET NORTH OF A 12-INCH
 HX0281'POPLAR TREE AND 1 FOOT
 HX0281'WEST OF A NORTH-SOUTH FENCE LINE.
 HX0281'
 HX0281'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HX0281
 HX0281                          STATION RECOVERY (1962)
 HX0281
 HX0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX0281'4 MI SW FROM PICKENS.
 HX0281'ABOUT 3.8 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO SKELT
 HX0281'FROM THE POST OFFICE AT PICKENS, THENCE ABOUT 0.2 MILE SOUTHWEST
 HX0281'ALONG A TRAIL ROAD TO THE SUMMIT OF PISGAH KNOB, AT THE
 HX0281'APPROXIMATE SOUTHWEST END OF THE MOUNTAIN SUMMIT, 3.7 FEET
 HX0281'SOUTHWEST OF A STEEL WITNESS POST, AND IS SET IN THE TOP OF A
 HX0281'CONCRETE FILLED ORANGEBURG PIPE THAT IS PROJECTING ABOUT 6
 HX0281'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0280 ***********************************************************************
 HX0280  DESIGNATION -  PISGAH AZ MK
 HX0280  PID         -  HX0280
 HX0280  STATE/COUNTY-  WV/WEBSTER
 HX0280  USGS QUAD   -  SAMP (1995)
 HX0280
 HX0280                         *CURRENT SURVEY CONTROL
 HX0280  ___________________________________________________________________
 HX0280* NAD 83(1986)-  38 36 31.     (N)    080 14 29.     (W)     SCALED    
 HX0280* NAVD 88     -       966.132  (meters)    3169.72   (feet)  ADJUSTED  
 HX0280  ___________________________________________________________________
 HX0280  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0280  DYNAMIC HT  -         965.380 (meters)    3167.25  (feet)  COMP
 HX0280  MODELED GRAV-     979,815.4   (mgal)                       NAVD 88
 HX0280
 HX0280  VERT ORDER  -  SECOND    CLASS 0
 HX0280
 HX0280.The horizontal coordinates were scaled from a topographic map and have
 HX0280.an estimated accuracy of +/- 6 seconds.
 HX0280
 HX0280.The orthometric height was determined by differential leveling
 HX0280.and adjusted by the National Geodetic Survey in June 1991..
 HX0280
 HX0280.The geoid height was determined by GEOID03.
 HX0280
 HX0280.The dynamic height is computed by dividing the NAVD 88
 HX0280.geopotential number by the normal gravity value computed on the
 HX0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0280.degrees latitude (g = 980.6199 gals.).
 HX0280
 HX0280.The modeled gravity was interpolated from observed gravity values.
 HX0280
 HX0280;                    North         East    Units  Estimated Accuracy
 HX0280;SPC WV S     -   178,810.      666,070.      MT  (+/- 180 meters Scaled)
 HX0280
 HX0280                          SUPERSEDED SURVEY CONTROL
 HX0280
 HX0280  NGVD 29 (??/??/92)  966.272  (m)         3170.18   (f) ADJ UNCH    2 0
 HX0280
 HX0280.Superseded values are not recommended for survey control.
 HX0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0280.See file dsdata.txt to determine how the superseded data were derived.
 HX0280
 HX0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC660736(NAD 83)
 HX0280_MARKER: DZ = AZIMUTH MARK DISK
 HX0280_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0280_SP_SET: UNSPECIFIED ROCK
 HX0280_STAMPING: PISGAH 1961
 HX0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0280
 HX0280  HISTORY     - Date     Condition        Report By
 HX0280  HISTORY     - 1961     MONUMENTED       CGS
 HX0280  HISTORY     - 1962     GOOD             NGS
 HX0280
 HX0280                          STATION DESCRIPTION
 HX0280
 HX0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0280'4.3 MI SW FROM PICKENS.
 HX0280'ABOUT 4.3 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO SKELT
 HX0280'FROM THE POST OFFICE AT PICKENS, SET ON TOP OF A SMALL ROCK
 HX0280'THAT IS ABOUT FLUSH WITH THE GROUND, 15 FEET WEST OF THE CENTER
 HX0280'LINE OF THE ROAD, 2 FEET WEST OF A FENCE, 3 FEET SOUTHWEST OF A
 HX0280'STEEL WITNESS POST, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0283 ***********************************************************************
 HX0283  DESIGNATION -  PISGAH RM 1
 HX0283  PID         -  HX0283
 HX0283  STATE/COUNTY-  WV/WEBSTER
 HX0283  USGS QUAD   -  SAMP (1995)
 HX0283
 HX0283                         *CURRENT SURVEY CONTROL
 HX0283  ___________________________________________________________________
 HX0283* NAD 83(1986)-  38 36 47.     (N)    080 14 16.     (W)     SCALED    
 HX0283* NAVD 88     -      1023.213  (meters)    3356.99   (feet)  ADJUSTED  
 HX0283  ___________________________________________________________________
 HX0283  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0283  DYNAMIC HT  -        1022.421 (meters)    3354.39  (feet)  COMP
 HX0283  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 HX0283
 HX0283  VERT ORDER  -  SECOND    CLASS 0
 HX0283
 HX0283.The horizontal coordinates were scaled from a topographic map and have
 HX0283.an estimated accuracy of +/- 6 seconds.
 HX0283
 HX0283.The orthometric height was determined by differential leveling
 HX0283.and adjusted by the National Geodetic Survey in June 1991..
 HX0283
 HX0283.The geoid height was determined by GEOID03.
 HX0283
 HX0283.The dynamic height is computed by dividing the NAVD 88
 HX0283.geopotential number by the normal gravity value computed on the
 HX0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0283.degrees latitude (g = 980.6199 gals.).
 HX0283
 HX0283.The modeled gravity was interpolated from observed gravity values.
 HX0283
 HX0283;                    North         East    Units  Estimated Accuracy
 HX0283;SPC WV S     -   179,310.      666,380.      MT  (+/- 180 meters Scaled)
 HX0283
 HX0283                          SUPERSEDED SURVEY CONTROL
 HX0283
 HX0283  NGVD 29 (??/??/92) 1023.361  (m)         3357.48   (f) ADJ UNCH    2 0
 HX0283
 HX0283.Superseded values are not recommended for survey control.
 HX0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0283.See file dsdata.txt to determine how the superseded data were derived.
 HX0283
 HX0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC663741(NAD 83)
 HX0283_MARKER: DR = REFERENCE MARK DISK
 HX0283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX0283_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX0283_STAMPING: PISGAH NO 1 1961
 HX0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0283
 HX0283  HISTORY     - Date     Condition        Report By
 HX0283  HISTORY     - 1961     MONUMENTED       CGS
 HX0283  HISTORY     - 1962     GOOD             NGS
 HX0283
 HX0283                          STATION DESCRIPTION
 HX0283
 HX0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0283'4 MI SW FROM PICKENS.
 HX0283'ABOUT 3.8 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO SKELT
 HX0283'FROM THE POST OFFICE AT PICKENS, THENCE ABOUT 0.2 MILE SOUTHWEST
 HX0283'ALONG A TRAIL ROAD TO THE SUMMIT OF PISGAH KNOB, AT THE
 HX0283'APPROXIMATE SOUTHWEST END OF THE MOUNTAIN SUMMIT, 23 FEET
 HX0283'SOUTHWEST OF THE STATION MARK, 26.6 FEET SOUTHWEST OF A STEEL
 HX0283'WITNESS POST, AND SET IN THE TOP OF A CONCRETE FILLED 3-INCH
 HX0283'ORANGEBURG PIPE, THAT PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0282 ***********************************************************************
 HX0282  DESIGNATION -  PISGAH RM 2
 HX0282  PID         -  HX0282
 HX0282  STATE/COUNTY-  WV/WEBSTER
 HX0282  USGS QUAD   -  SAMP (1995)
 HX0282
 HX0282                         *CURRENT SURVEY CONTROL
 HX0282  ___________________________________________________________________
 HX0282* NAD 83(1986)-  38 36 47.     (N)    080 14 16.     (W)     SCALED    
 HX0282* NAVD 88     -      1023.598  (meters)    3358.25   (feet)  ADJUSTED  
 HX0282  ___________________________________________________________________
 HX0282  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0282  DYNAMIC HT  -        1022.807 (meters)    3355.66  (feet)  COMP
 HX0282  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 HX0282
 HX0282  VERT ORDER  -  SECOND    CLASS 0
 HX0282
 HX0282.The horizontal coordinates were scaled from a topographic map and have
 HX0282.an estimated accuracy of +/- 6 seconds.
 HX0282
 HX0282.The orthometric height was determined by differential leveling
 HX0282.and adjusted by the National Geodetic Survey in June 1991..
 HX0282
 HX0282.The geoid height was determined by GEOID03.
 HX0282
 HX0282.The dynamic height is computed by dividing the NAVD 88
 HX0282.geopotential number by the normal gravity value computed on the
 HX0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0282.degrees latitude (g = 980.6199 gals.).
 HX0282
 HX0282.The modeled gravity was interpolated from observed gravity values.
 HX0282
 HX0282;                    North         East    Units  Estimated Accuracy
 HX0282;SPC WV S     -   179,310.      666,380.      MT  (+/- 180 meters Scaled)
 HX0282
 HX0282                          SUPERSEDED SURVEY CONTROL
 HX0282
 HX0282  NGVD 29 (??/??/92) 1023.747  (m)         3358.74   (f) ADJ UNCH    2 0
 HX0282
 HX0282.Superseded values are not recommended for survey control.
 HX0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0282.See file dsdata.txt to determine how the superseded data were derived.
 HX0282
 HX0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC663741(NAD 83)
 HX0282_MARKER: DR = REFERENCE MARK DISK
 HX0282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX0282_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX0282_STAMPING: PISGAH NO 2 1961
 HX0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0282
 HX0282  HISTORY     - Date     Condition        Report By
 HX0282  HISTORY     - 1961     MONUMENTED       CGS
 HX0282  HISTORY     - 1962     GOOD             NGS
 HX0282
 HX0282                          STATION DESCRIPTION
 HX0282
 HX0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0282'4 MI SW FROM PICKENS.
 HX0282'ABOUT 3.8 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO SKELT
 HX0282'FROM THE POST OFFICE AT PICKENS, THENCE ABOUT 0.2 MILE SOUTHWEST
 HX0282'ALONG A TRAIL ROAD TO THE SUMMIT OF PISGAH KNOB, AT THE
 HX0282'APPROXIMATE SOUTHWEST END OF THE MOUNTAIN SUMMIT, 25 1/2 FEET
 HX0282'NORTHWEST OF THE STATION MARK, 42.4 FEET NORTH OF R.M. 1, 23.6
 HX0282'FEET NORTHWEST OF A STEEL WITNESS POST, AND SET IN THE TOP OF A
 HX0282'CONCRETE FILLED 3-INCH ORANGEBURG PIPE, THAT PROJECTS ABOUT 6
 HX0282'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1396 ***********************************************************************
 JW1396  DESIGNATION -  PITTSBURGH WASHINGTON AWY BN 8
 JW1396  PID         -  JW1396
 JW1396  STATE/COUNTY-  WV/MORGAN
 JW1396  USGS QUAD   -  GREAT CACAPON (1974)
 JW1396
 JW1396                         *CURRENT SURVEY CONTROL
 JW1396  ___________________________________________________________________
 JW1396* NAD 83(1995)-  39 31 48.90826(N)    078 18 47.80370(W)     ADJUSTED  
 JW1396* NAVD 88     -                                                        
 JW1396  ___________________________________________________________________
 JW1396  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 JW1396  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JW1396
 JW1396  HORZ ORDER  -  THIRD
 JW1396
 JW1396.The horizontal coordinates were established by classical geodetic methods
 JW1396.and adjusted by the National Geodetic Survey in April 1998..
 JW1396
 JW1396
 JW1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1396
 JW1396.The geoid height was determined by GEOID03.
 JW1396
 JW1396;                    North         East     Units Scale Factor Converg.
 JW1396;SPC WV N     -   115,049.297   702,020.811   MT  0.99994213   +0 45 24.7
 JW1396;SPC MD       -   207,685.888   287,091.583   MT  1.00001502   -0 49 27.3
 JW1396;SPC MD       -   681,382.78    941,899.64   sFT  1.00001502   -0 49 27.3
 JW1396;UTM  17      - 4,379,069.333   730,917.702   MT  1.00025656   +1 42 38.9
 JW1396
 JW1396                          SUPERSEDED SURVEY CONTROL
 JW1396
 JW1396  NAD 83(1995)-  39 31 48.90812(N)    078 18 47.80376(W) AD(       ) 4
 JW1396  NAD 83(1995)-  39 31 48.90837(N)    078 18 47.80390(W) AD(       ) 4
 JW1396  NAD 83(1986)-  39 31 48.90901(N)    078 18 47.81096(W) AD(       ) 4
 JW1396  NAD 27      -  39 31 48.56300(N)    078 18 48.78400(W) AD(       ) 3
 JW1396
 JW1396.Superseded values are not recommended for survey control.
 JW1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1396.See file dsdata.txt to determine how the superseded data were derived.
 JW1396
 JW1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD3091879069(NAD 83)
 JW1396_MARKER: 22 = AIRWAY BEACON
 JW1396
 JW1396  HISTORY     - Date     Condition        Report By
 JW1396  HISTORY     - 1941     FIRST OBSERVED   CGS
 JW1396  HISTORY     - 1955     GOOD             CGS
 JW1396
 JW1396                          STATION DESCRIPTION
 JW1396
 JW1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1396'STATION IS THE AIRWAY BEACON NO. 8 ON THE LINE WASHINGTON, D.C. TO
 JW1396'PITTSBURG, PA., LOCATED
 JW1396'ABOUT 11 MILES SOUTHWEST OF BERKELEY SPRINGS, WEST VIRGINIA.
 JW1396
 JW1396                          STATION RECOVERY (1955)
 JW1396
 JW1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 JW1396'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF BERKELEY SPRINGS, 6
 JW1396'MILES SOUTH OF GREAT CACAPON,
 JW1396'ON THE SUMMIT OF CACAPON MOUNTAIN WHICH IS A LONG WOODED RIDGE
 JW1396'EXTENDING ALONG THE EAST SIDE OF THE
 JW1396'GREAT CACAPON RIVER AND IN CACAPON STATE PARK.
 JW1396'
 JW1396'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A REVOLVING LIGHT AND
 JW1396'IT IS ABOUT 90 FEET HIGH.
 JW1396'THE POINT OBSERVED WAS THE CENTER OF THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3467 ***********************************************************************
 HW3467  DESIGNATION -  PLAINS
 HW3467  PID         -  HW3467
 HW3467  STATE/COUNTY-  WV/RANDOLPH
 HW3467  USGS QUAD   -  HOPEVILLE (1981)
 HW3467
 HW3467                         *CURRENT SURVEY CONTROL
 HW3467  ___________________________________________________________________
 HW3467* NAD 83(1995)-  38 57 51.89816(N)    079 21 26.86925(W)     ADJUSTED  
 HW3467* NAVD 88     -      1256.4    (meters)    4122.     (feet)  VERTCON   
 HW3467  ___________________________________________________________________
 HW3467  LAPLACE CORR-          -7.02  (seconds)                    DEFLEC99
 HW3467  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HW3467
 HW3467  HORZ ORDER  -  SECOND
 HW3467
 HW3467.The horizontal coordinates were established by classical geodetic methods
 HW3467.and adjusted by the National Geodetic Survey in April 1998..
 HW3467
 HW3467.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3467
 HW3467.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3467
 HW3467.The geoid height was determined by GEOID03.
 HW3467
 HW3467;                    North         East     Units Scale Factor Converg.
 HW3467;SPC WV S     -   219,299.858   742,353.407   MT  1.00001828   +1 00 55.5
 HW3467;SPC WV N     -    51,568.117   612,353.671   MT  1.00000692   +0 05 27.3
 HW3467;UTM  17      - 4,314,110.705   642,305.435   MT  0.99984936   +1 01 59.0
 HW3467
 HW3467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3467!SPC WV S     -   0.99980776  x   1.00001828  =   0.99982604
 HW3467!SPC WV N     -   0.99980776  x   1.00000692  =   0.99981468
 HW3467!UTM  17      -   0.99980776  x   0.99984936  =   0.99965715
 HW3467
 HW3467|---------------------------------------------------------------------|
 HW3467| PID    Reference Object                     Distance      Geod. Az  |
 HW3467|                                                           dddmmss.s |
 HW3467| DC4109 PLAINS RM 1                          16.392 METERS 00709     |
 HW3467| JW1524 BELL KNOB LOOKOUT TOWER             APPROX. 4.9 KM 0364931.0 |
 HW3467| DC4108 PLAINS AZ MK                                       0705944.7 |
 HW3467| HW3428 PETERSBURG STACK                    APPROX.21.4 KM 0810256.7 |
 HW3467| DC4110 PLAINS RM 2                          19.587 METERS 11001     |
 HW3467| HW3466 AIRWAY BEACON 28                     68.537 METERS 29700     |
 HW3467|---------------------------------------------------------------------|
 HW3467
 HW3467                          SUPERSEDED SURVEY CONTROL
 HW3467
 HW3467  NAD 83(1995)-  38 57 51.90541(N)    079 21 26.87855(W) AD(       ) 2
 HW3467  NAD 83(1986)-  38 57 51.90642(N)    079 21 26.87940(W) AD(       ) 2
 HW3467  NAD 27      -  38 57 51.50880(N)    079 21 27.71480(W) AD(       ) 2
 HW3467  NGVD 29 (07/19/86) 1256.5    (m)         4122.     (f) VERT ANG       
 HW3467
 HW3467.Superseded values are not recommended for survey control.
 HW3467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3467.See file dsdata.txt to determine how the superseded data were derived.
 HW3467
 HW3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD4230514111(NAD 83)
 HW3467_MARKER: DS = TRIANGULATION STATION DISK
 HW3467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3467
 HW3467  HISTORY     - Date     Condition        Report By
 HW3467  HISTORY     - 1956     MONUMENTED       CGS
 HW3467
 HW3467                          STATION DESCRIPTION
 HW3467
 HW3467'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3467'THE STATION IS LOCATED AIRLINE, ABOUT 13-1/2 MILES WEST-SOUTHWEST OF
 HW3467'PETERSBURG, ABOUT 9 MILES NORTH OF
 HW3467'THE MOUTH OF SENECA AND ABOUT 3 MILES EAST-SOUTHEAST OF LANEVILLE ON
 HW3467'TOP OF A TREE COVERED MOUNTAIN,NEAR AIRWAY BEACAN 288.
 HW3467'
 HW3467'THE STATION IS A STANDARD DISK STAMPED PLAINS 1956 SET IN TOP OF A
 HW3467'10-INCH SQUARE CONCRETE
 HW3467'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS IN
 HW3467'THE APPROXIMATE CENTER OF CIRCLE FORMED
 HW3467'BY A ROAD WHICH IN THE PAST ENCIRCLED A FOREST SERVICE
 HW3467'LOOKOUT TOWER.  THE TOWER IS NOW GONE BUT
 HW3467'THE FOUR CONCRETE FOUNDATIONS REMAIN.  THE
 HW3467'STATION IS 15 FEET NORTH OF A WHITE WITNESS POST.
 HW3467'
 HW3467'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PLAINS NO 1 1956
 HW3467'SET IN A DRILL HOLE IN A LARGE
 HW3467'BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND AND IS ABOUT 2
 HW3467'FEET HIGHER THAN THE STATION.  IT IS
 HW3467'12 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD WHICH
 HW3467'FORMS THE CIRCLE.
 HW3467'
 HW3467'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PLAINS NO 2 1956
 HW3467'SET IN A DRILL HOLE IN A LARGE
 HW3467'BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS ABOUT THE
 HW3467'SAME ELEVATION AS THE STATION.  IT
 HW3467'IS 12 FEET EAST OF THE CENTER LINE OF THE ROAD WHICH
 HW3467'LEADS TO THE CIRCLE.
 HW3467'
 HW3467'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PLAINS 1956 SET IN A
 HW3467'DRILL HOLE IN AN OUTCROPPING
 HW3467'OF BEDROCK WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 HW3467'ABOUT 80 FEET SOUTHEAST OF THE
 HW3467'CENTER LINE OF A GRAVELED ROAD AND ABOUT 85 FEET EAST OF A TELEPHONE
 HW3467'POLE WITH A TRIANGULAR BLAZE.
 HW3467'
 HW3467'AIRWAY BEACON 28B IS A REVOLVING LIGHT SET ON TOP OF A STEEL TOWER
 HW3467'WHICH HAS A 14-FOOT SQUARE BASE, IS
 HW3467'ABOUT 85 FEET HIGH AND IS PAINTED SILVER WITH A RED TOP.  THE CENTER
 HW3467'OF THE REVOLVING LIGHT WAS THE POINT OF INTERSECTION.
 HW3467'
 HW3467'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 220 AND STATE
 HW3467'HIGHWAYS 4 AND 28 IN PETERSBURG,
 HW3467'GO WESTERLY ON STATE HIGHWAY 4 AND 28 FOR 10.1 MILES TURN RIGHT OFF
 HW3467'THE HIGHWAY AS PER SIGN JORDAN RUN
 HW3467'AND FOLLOW THE GRAVELED ROAD NORTHERLY FOR 0.9 MILE,
 HW3467'TAKE THE LEFT FORK AND GO WESTERLY ON THE MAIN
 HW3467'TRAVELED ROAD FOR 6.1 MILES TO THE TOP OF
 HW3467'THE HILL AND A FORK, TAKE THE LEFT FORK AND GO SOUTHWESTERLY FOR
 HW3467'0.6 MILE, TAKE THE RIGHT FORK AND GO
 HW3467'NORTHERLY FOR 0.2 MILE TO A POINT WHERE THE ROAD FORMES A CIRCLE,
 HW3467'AIRWAY BEACON 28B, A WHITE WITNESS POST AND THE STATION.
 HW3467'
 HW3467'TO REACH THE AZIMUTH MARK FROM THE FORK AT THE TOP OF THE HILL, GO
 HW3467'EASTERLY FOR 0.05 MILE TO A
 HW3467'TELEPHONE ON THE RIGHT WHICH HAS A TRIANGULAR BLAZE AND THE AZIMUTH
 HW3467'MARK.
 HW3467'
 HW3467'HEIGHT OF LIGHT ABOVE STATION MARK 19.54 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0747 ***********************************************************************
 JX0747  DESIGNATION -  PLEASANT
 JX0747  PID         -  JX0747
 JX0747  STATE/COUNTY-  WV/MARSHALL
 JX0747  USGS QUAD   -  MAJORSVILLE (1988)
 JX0747
 JX0747                         *CURRENT SURVEY CONTROL
 JX0747  ___________________________________________________________________
 JX0747* NAD 83(1995)-  39 54 20.69527(N)    080 36 33.55516(W)     ADJUSTED  
 JX0747* NAVD 88     -       440.365  (meters)    1444.76   (feet)  ADJUSTED  
 JX0747  ___________________________________________________________________
 JX0747  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 JX0747  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JX0747  DYNAMIC HT  -         440.107 (meters)    1443.92  (feet)  COMP
 JX0747  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 JX0747
 JX0747  HORZ ORDER  -  THIRD
 JX0747  VERT ORDER  -  SECOND    CLASS 0
 JX0747
 JX0747.The horizontal coordinates were established by classical geodetic methods
 JX0747.and adjusted by the National Geodetic Survey in April 1998..
 JX0747
 JX0747.The orthometric height was determined by differential leveling
 JX0747.and adjusted by the National Geodetic Survey in June 1991..
 JX0747
 JX0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX0747
 JX0747.The geoid height was determined by GEOID03.
 JX0747
 JX0747.The dynamic height is computed by dividing the NAVD 88
 JX0747.geopotential number by the normal gravity value computed on the
 JX0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0747.degrees latitude (g = 980.6199 gals.).
 JX0747
 JX0747.The modeled gravity was interpolated from observed gravity values.
 JX0747
 JX0747;                    North         East     Units Scale Factor Converg.
 JX0747;SPC WV N     -   156,649.816   505,147.603   MT  0.99995263   -0 42 27.0
 JX0747;UTM  17      - 4,417,369.369   533,394.103   MT  0.99961373   +0 15 02.3
 JX0747
 JX0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX0747!SPC WV N     -   0.99993619  x   0.99995263  =   0.99988882
 JX0747!UTM  17      -   0.99993619  x   0.99961373  =   0.99954994
 JX0747
 JX0747|---------------------------------------------------------------------|
 JX0747| PID    Reference Object                     Distance      Geod. Az  |
 JX0747|                                                           dddmmss.s |
 JX0747| JX1969 PLEASANT WVGS 1963                    3.656 METERS 06224     |
 JX0747| JX1973 CAMERON RADIO STA KNJ 54 MAST       APPROX. 4.1 KM 1511356.9 |
 JX0747| CX5192 PLEASANT RM 1                         7.855 METERS 31816     |
 JX0747| CX5191 PLEASANT AZ MK                                     3215733.7 |
 JX0747|---------------------------------------------------------------------|
 JX0747
 JX0747                          SUPERSEDED SURVEY CONTROL
 JX0747
 JX0747  NAD 83(1986)-  39 54 20.70235(N)    080 36 33.56188(W) AD(       ) 3
 JX0747  NAD 27      -  39 54 20.42290(N)    080 36 34.28000(W) AD(       ) 3
 JX0747  NGVD 29 (??/??/92)  440.505  (m)         1445.22   (f) ADJ UNCH    2 0
 JX0747
 JX0747.Superseded values are not recommended for survey control.
 JX0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0747.See file dsdata.txt to determine how the superseded data were derived.
 JX0747
 JX0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE3339417369(NAD 83)
 JX0747_MARKER: DD = SURVEY DISK
 JX0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0747_STAMPING: PLEASANT
 JX0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0747+STABILITY: SURFACE MOTION
 JX0747
 JX0747  HISTORY     - Date     Condition        Report By
 JX0747  HISTORY     - 1963     MONUMENTED       CGS
 JX0747  HISTORY     - 1957     GOOD             NGS
 JX0747
 JX0747                          STATION DESCRIPTION
 JX0747
 JX0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX0747'THE STATION IS ABOUT 7 MILES EAST OF MOUNDSVILLE, 6 MILES
 JX0747'NORTH-NORTHWEST OF
 JX0747'CAMERON, 1-1/4 MILES SOUTHEAST OF PLEASANT VALLEY AND ON THE PROPERTY
 JX0747'OF MR. BLANE ADAMS.  IT IS 4
 JX0747'FEET NORTH OF A WIRE FENCE AND A WITNESS POST, 9 FEET NORTHEAST OF A
 JX0747'10 INCH CHERRY TREE, 180 FEET WEST
 JX0747'OF A FENCE CORNER AND 220 FEET WEST OF THE CENTERLINE OF
 JX0747'U.S. HIGHWAY 250.  THE MONUMENT IS FLUSH AND THE
 JX0747'DISK IS STAMPED PLEASANT 1963.
 JX0747'
 JX0747'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN MOUNDSVILLE, GO EAST
 JX0747'AND SOUTHEAST ON U.S. HIGHWAY
 JX0747'250 AND STATE HIGHWAY 88 FOR 6.1 MILE TO WHERE STATE HIGHWAY 88 TURNS
 JX0747'NORTH.  CONTINUE EAST AND
 JX0747'SOUTHEAST ON U.S. HIGHWAY 250 FOR 1.55 MILES TO A SIDE ROAD
 JX0747'LEFT IN THE VILLAGE OF LIMESTONE.  CONTINUE
 JX0747'SOUTHEAST ON HIGHWAY 250 FOR 2.0 MILES TO A
 JX0747'SCHOOL ON THE RIGHT.  CONTINUE SOUTHEAST ON HIGHWAY 250 FOR
 JX0747'0.45 MILE TO THE AZIMUTH MARK ON
 JX0747'THE LEFT.  CONTINUE SOUTHEAST ON THE HIGHWAY FOR 0.3 MILE TO A HIGH
 JX0747'ROAD BANK ON THE RIGHT AND THE
 JX0747'STATION ON THE RIGHT, ON THE NORTH SIDE OF AN EAST-WEST FENCE LINE.
 JX0747'
 JX0747'REFERENCE MARK 1 IS 30 FEET NORTH OF A WIRE FENCE AND 30 FEET
 JX0747'NORTHWEST OF THE WITNESS
 JX0747'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED PLEASANT NO 1
 JX0747'1963.
 JX0747'
 JX0747'PLEASANT (W. VA. GEOD. S) IS A STANDARD U.S. COAST AND GEODETIC
 JX0747'SURVEY AND STATE DISK SET IN
 JX0747'THE TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING 5 INCHES AND IS
 JX0747'STAMPED PLEASANT.  IT IS 2 FEET
 JX0747'NORTHWEST OF THE WIRE FENCE, 13 FEET EAST OF THE WITNESS POST
 JX0747'AND 21 FEET EAST OF THE 10 INCH CHERRY
 JX0747'TREE.
 JX0747'
 JX0747'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A WITNESS POST, 5 FEET NORTHEAST
 JX0747'OF A HIGHWAY GUARD RAIL POST,
 JX0747'11 FEET SOUTH OF A WIRE FENCE AND 22 FEET NORTH OF THE CENTERLINE OF
 JX0747'HIGHWAY 250.  THE MONUMENT PROJECTS
 JX0747'3 INCHES AND THE DISK IS STAMPED PLEASANT 1963.
 JX0747'
 JX0747'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JX0747
 JX0747                          STATION RECOVERY (1957)
 JX0747
 JX0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 JX0747'1.3 MI SE FROM PLEASANT VALLEY.
 JX0747'ABOUT 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE METHODIST
 JX0747'CHURCH AT PLEASANT VALLEY, ABOUT 0.05 MILE SOUTHWEST AND UP HILL
 JX0747'ALONG A FENCE LINE FROM HIGHWAY, AT THE INTERSECTION OF THE TOP
 JX0747'OF A RIDGE AND THE FENCE, 2 1/2 FEET NORTHWEST OF FENCE LINE, 12
 JX0747'FEET NORTHEAST OF TOP OF RIDGE, AND SET IN THE TOP OF A CONCRETE
 JX0747'POST PROJECTING 4 INCHES.  NOTE-- THIS MARK IS A W.VA. GEOD.
 JX0747'SURVEY DISK, UNSTAMPED.  THE MARK WAS OCCUPIED BY THE U.S. GEOLOGICAL
 JX0747'SURVEY AND DESIGNATED PLEASANT.  THE STAMPING WAS DONE BY THIS PARTY
 JX0747'IN 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2198 ***********************************************************************
 HY2198  DESIGNATION -  PLEASANT
 HY2198  PID         -  HY2198
 HY2198  STATE/COUNTY-  WV/MASON
 HY2198  USGS QUAD   -  GALLIPOLIS (1983)
 HY2198
 HY2198                         *CURRENT SURVEY CONTROL
 HY2198  ___________________________________________________________________
 HY2198* NAD 83(1995)-  38 50 50.48712(N)    082 07 35.11862(W)     ADJUSTED  
 HY2198* NAVD 88     -       275.4    (meters)     904.     (feet)  VERTCON   
 HY2198  ___________________________________________________________________
 HY2198  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 HY2198  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HY2198
 HY2198  HORZ ORDER  -  FIRST
 HY2198
 HY2198.The horizontal coordinates were established by classical geodetic methods
 HY2198.and adjusted by the National Geodetic Survey in April 1998..
 HY2198
 HY2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2198
 HY2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2198
 HY2198.The geoid height was determined by GEOID03.
 HY2198
 HY2198;                    North         East     Units Scale Factor Converg.
 HY2198;SPC WV S     -   205,637.462   502,215.955   MT  0.99999253   -0 41 46.9
 HY2198;SPC OH S     -    94,135.519   632,430.394   MT  0.99997954   +0 14 13.4
 HY2198;UTM  17      - 4,300,440.651   402,250.575   MT  0.99971766   -0 42 23.8
 HY2198
 HY2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2198!SPC WV S     -   0.99996209  x   0.99999253  =   0.99995462
 HY2198!SPC OH S     -   0.99996209  x   0.99997954  =   0.99994163
 HY2198!UTM  17      -   0.99996209  x   0.99971766  =   0.99967976
 HY2198
 HY2198:                Primary Azimuth Mark                     Grid Az
 HY2198:SPC WV S     -  CHESHIRE GAVIN STACK                     005 45 49.7
 HY2198:SPC OH S     -  CHESHIRE GAVIN STACK                     004 49 49.4
 HY2198:UTM  17      -  CHESHIRE GAVIN STACK                     005 46 26.6
 HY2198
 HY2198|---------------------------------------------------------------------|
 HY2198| PID    Reference Object                     Distance      Geod. Az  |
 HY2198|                                                           dddmmss.s |
 HY2198| HY2196 CHESHIRE GAVIN STACK                APPROX. 9.8 KM 0050402.8 |
 HY2198| DC2994 PLEASANT RM 1                        22.568 METERS 05331     |
 HY2198| DC2995 PLEASANT RM 2                        30.017 METERS 11058     |
 HY2198| HY2202 MURPHY                              APPROX. 8.3 KM 2242823.2 |
 HY2198| HY2204 GALLIPOLIS OH POLICE MAST           APPROX. 9.4 KM 2383039.3 |
 HY2198| HY2205 GALLIPOLIS TEL CO MICROWAVE         APPROX.10.3 KM 2423028.7 |
 HY2198| HY2199 POINT PLEASANT RAD MAST             365.780 METERS 26033     |
 HY2198| HY2206 GALLIPOLIS MEDICAL RAD MAST         APPROX. 9.7 KM 2703406.9 |
 HY2198| HY2211 KYGER CREEK POWER PLANT STK         APPROX. 7.5 KM 3584226.1 |
 HY2198|---------------------------------------------------------------------|
 HY2198
 HY2198                          SUPERSEDED SURVEY CONTROL
 HY2198
 HY2198  NAD 83(1995)-  38 50 50.49268(N)    082 07 35.12553(W) AD(       ) 1
 HY2198  NAD 83(1986)-  38 50 50.49646(N)    082 07 35.12455(W) AD(       ) 1
 HY2198  NAD 27      -  38 50 50.20488(N)    082 07 35.60639(W) AD(       ) 1
 HY2198  NGVD 29 (07/19/86)  275.6    (m)          904.     (f) VERT ANG       
 HY2198
 HY2198.Superseded values are not recommended for survey control.
 HY2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2198.See file dsdata.txt to determine how the superseded data were derived.
 HY2198
 HY2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0225100441(NAD 83)
 HY2198_MARKER: DD = SURVEY DISK
 HY2198_SETTING: 0 = UNSPECIFIED SETTING
 HY2198
 HY2198  HISTORY     - Date     Condition        Report By
 HY2198  HISTORY     - 1976     MONUMENTED       NGS
 HY2198
 HY2198                          STATION DESCRIPTION
 HY2198
 HY2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2198'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE KANAWHA RIVER,
 HY2198'3/4 MILE EAST OF THE OHIO RIVER, 1/2 MILE EAST OF POINT PLEASANT
 HY2198'AND ON TOP OF THE HIGHEST HILL IN THE VICINITY.  THERE ARE FIVE
 HY2198'PEOPLE THAT OWN THIS PROPERTY.  MR. JOE INGERICK ONE OF THE
 HY2198'OWNERS, CAN BE FOUND AT THE POINT PLEASANT HARDWARE STORE, AT
 HY2198'MAIN AND SIXTH STREETS, IN POINT PLEASANT.
 HY2198'
 HY2198'TO REACH THE STATION FROM THE INTERSECTION OF 6TH AND VIAND
 HY2198'STREETS, WHICH IS THE JUNCTION OF STATE HIGHWAYS 2 AND 62, IN
 HY2198'POINT PLEASANT, GO NORTH ON VIAND STREET, HIGHWAY 62, FOR 0.45
 HY2198'MILE TO A CROSS STREET.  TURN RIGHT AND GO EAST ON 12TH STREET
 HY2198'FOR 0.05 MILE TO A T-INTERSECTION, HOGG STREET.  CROSS THE
 HY2198'STREET AND CONTINUE EASTERLY ON A TRACK ROAD ACROSS A SMALL
 HY2198'VALLEY AND UPHILL FOR 0.55 MILE TO A SIDE ROAD RIGHT, CONTINUE
 HY2198'FOR 100 FEET TO AN OVERHEAD POWER LINE AND A TRACK ROAD RIGHT.
 HY2198'TURN RIGHT AND GO SOUTH UPHILL ALONG A PIPE LINE CLEARING TO
 HY2198'THE TOP OF HILL AND THE STATION TO THE RIGHT.
 HY2198'
 HY2198'THE STATION MARK IS A STANDARD DISK STAMPED---PLEASANT 1976---,
 HY2198'BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH IS ABOUT 3 FEET
 HY2198'LONG AND IS SET IN CONCRETE.  THE MARK PROJECTS 4 INCHES ABOVE
 HY2198'THE GROUND.  IT IS 21 FEET NORTHWEST OF A MULTI-TRUNKED TREE
 HY2198'WITH THE INITIALS DB-N-AB AND 3.9 FEET NORTH OF A METAL WITNESS
 HY2198'POST.
 HY2198'
 HY2198'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---PLEASANT NO 1
 HY2198'1976---, BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH IS ABOUT 3
 HY2198'FEET LONG AND IS SET IN CONCRETE.  THE MARK PROJECTS 5 INCHES
 HY2198'ABOVE THE GROUND.  IT IS 3 FEET SOUTHWEST OF A METAL WITNESS
 HY2198'POST.
 HY2198'
 HY2198'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---PLEASANT NO 2
 HY2198'1976---, BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH IS ABOUT 3
 HY2198'FEET LONG AND IS SET IN CONCRETE.  THE MARK PROJECTS 4 INCHES
 HY2198'ABOVE THE GROUND.  IT IS 2 FEET SOUTHWEST OF A METAL WITNESS
 HY2198'POST.
 HY2198'
 HY2198'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE
 HY2198'TO THE TERRAIN AND BRUSH.
 HY2198'
 HY2198'NO SUITABLE PLACE FOR FOUND FOR AN AZIMUTH MARK.
 HY2198'HEIGHT OF LIGHT ABOVE MARK WAS 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2152 ***********************************************************************
 JX2152  DESIGNATION -  PLEASANT
 JX2152  PID         -  JX2152
 JX2152  STATE/COUNTY-  WV/WOOD
 JX2152  USGS QUAD   -  WILLOW ISLAND (1994)
 JX2152
 JX2152                         *CURRENT SURVEY CONTROL
 JX2152  ___________________________________________________________________
 JX2152* NAD 83(1995)-  39 15 25.20138(N)    081 19 38.79872(W)     ADJUSTED  
 JX2152* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 JX2152  ___________________________________________________________________
 JX2152  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 JX2152  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JX2152
 JX2152  HORZ ORDER  -  SECOND
 JX2152
 JX2152.The horizontal coordinates were established by classical geodetic methods
 JX2152.and adjusted by the National Geodetic Survey in April 1998..
 JX2152
 JX2152.The orthometric height was scaled from a topographic map.
 JX2152
 JX2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2152
 JX2152.The geoid height was determined by GEOID03.
 JX2152
 JX2152;                    North         East     Units Scale Factor Converg.
 JX2152;SPC WV N     -    85,643.868   442,286.338   MT  0.99996135   -1 09 55.8
 JX2152;UTM  17      - 4,345,347.907   471,748.869   MT  0.99960983   -0 12 25.9
 JX2152
 JX2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2152!SPC WV N     -   0.99995233  x   0.99996135  =   0.99991368
 JX2152!UTM  17      -   0.99995233  x   0.99960983  =   0.99956218
 JX2152
 JX2152|---------------------------------------------------------------------|
 JX2152| PID    Reference Object                     Distance      Geod. Az  |
 JX2152|                                                           dddmmss.s |
 JX2152| CD2060 PLEASANT RM 2                        15.354 METERS 09119     |
 JX2152| JX2153 TRAVERSE STA 61 AUX WVGS 1944       454.155 METERS 1755244.1 |
 JX2152| JX2151 TRAVERSE STA 60 AUX WVGS 1944       APPROX. 0.7 KM 2130339.2 |
 JX2152| CD2059 PLEASANT RM 1                        21.432 METERS 35536     |
 JX2152|---------------------------------------------------------------------|
 JX2152
 JX2152                          SUPERSEDED SURVEY CONTROL
 JX2152
 JX2152  NAD 83(1986)-  39 15 25.20599(N)    081 19 38.80598(W) AD(       ) 2
 JX2152  NAD 27      -  39 15 24.93300(N)    081 19 39.38600(W) AD(       ) 2
 JX2152
 JX2152.Superseded values are not recommended for survey control.
 JX2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2152.See file dsdata.txt to determine how the superseded data were derived.
 JX2152
 JX2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7174945348(NAD 83)
 JX2152_MARKER: DS = TRIANGULATION STATION DISK
 JX2152_SETTING: 0 = UNSPECIFIED SETTING
 JX2152
 JX2152  HISTORY     - Date     Condition        Report By
 JX2152  HISTORY     - 1944     MONUMENTED       CGS
 JX2152  HISTORY     - 1960     GOOD             CGS
 JX2152
 JX2152                          STATION DESCRIPTION
 JX2152
 JX2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2152'STATION IS LOCATED
 JX2152'APPROXIMATELY 10
 JX2152'MILES (AIR LINE) E OF PARKERSBURG, 0.3 MILE N
 JX2152'OF PLEASANT HILL AND U.S. HIGHWAY
 JX2152'50.  IT IS ON THE S END OF
 JX2152'HANNAN RIDGE, ON A BARE HILL LOCALLY KNOWN AS
 JX2152'PLEASANT HILL.  IT
 JX2152'IS ON THE PROPERTY OF MRS. FREDA SMITH.  THE MARK IS 87 FEET S
 JX2152'OF AN OIL
 JX2152'WELL, 6 FEET E OF A WITNESS POST, AND 1 FOOT N OF AN E-W
 JX2152'FENCE LINE.  THE DISK IS
 JX2152'STAMPED PLEASANT 1944.
 JX2152'
 JX2152'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX2152'DISKS SET IN
 JX2152'CONCRETE.
 JX2152'
 JX2152'REFERENCE MARK 1 IS 27 FEET SE OF AN OIL WELL AND 28 FEET NE
 JX2152'OF THE CENTER LINE
 JX2152'OF A DIM ROAD.  IT IS STAMPED PLEASANT NO 1
 JX2152'1944.
 JX2152'
 JX2152'REFERENCE MARK 2 IS 20 FEET W OF A FENCE CORNER AND 2 FEET N
 JX2152'OF AN E-W FENCE
 JX2152'LINE.  IT IS STAMPED PLEASANT NO 2 1944.
 JX2152'
 JX2152'TRAVERSE STATION NO. 60 (W. VA. GEOD. S.) WAS USED FOR THE AZIMUTH
 JX2152'MARK.  IT IS
 JX2152'APPROXIMATELY 150 YARDS E OF A LONE DEAD OAK
 JX2152'TREE AND 50 FEET S OF THE
 JX2152'CENTER LINE OF GRAVEL ROAD.  IT IS
 JX2152'STAMPED NO 60 AUX.
 JX2152'
 JX2152'TO REACH STATION FROM THE HIGHWAY JUNCTION AT PLEASANT HILL,
 JX2152'GO E ON HIGHWAY 50
 JX2152'FOR 0.4 MILE TO A DIRT T-ROAD LEFT, TURN LEFT
 JX2152'ON T-ROAD AND CONTINUE UPGRADE FOR
 JX2152'0.4 MILE TO THE TOP OF THE
 JX2152'RIDGE AND A DIM T-ROAD LEFT, TURN LEFT (S) ALONG THE
 JX2152'TOP OF THE
 JX2152'RIDGE TO THE HIGHEST PART OF THE HILL AND THE STATION.
 JX2152'
 JX2152'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JX2152
 JX2152                          STATION RECOVERY (1960)
 JX2152
 JX2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 JX2152'RECOVERED ALL MARKS IN GOOD CONDITION EXCEPT THE AZIMUTH MARK HAD
 JX2152'BEEN DISTURBED (SEE 1960 RECOVERY NOTE FOR TRAVERSE STATION NO. 60
 JX2152'(W.VA.GEOD.S.) AND AS DESCRIBED EXCEPT THAT THE DISTANCES TO
 JX2152'REFERENCE MARKS WERE NOT MEASURED AND THE LAST LEG OF THE TO-REACH
 JX2152'DESCRIPTION W WAS NOT TRAVERSED DUE TO MUDDY ROADS, BUT REACHED AFOOT
 JX2152'FROM THE POINT OF BEGINNING OF THE TO-REACH DIRECTIONS BY CLIMBING
 JX2152'NNE.
 JX2152'
 JX2152'THE SAID AZIMUTH MARK WAS FOUND LEANING, AND IN RESTORING IT TO
 JX2152'POSITION, THE CENTER OF DISK WAS MOVED 0.055 METER OR 0.180 FOOT
 JX2152'DIRECTLY AWAY FROM THE VISIBLE TRAV. STA. NO. 61 OR
 JX2152'S 69 DEG 56 MIN W FROM THE POSITION IN WHICH IT WAS FOUND TO THE
 JX2152'POSITION IN WHICH IT WAS REMARKED.  AN UNDERGROUND MARK, STAMPED
 JX2152'60 AUX W.V.G.S. 1944 1960 WAS SET 3 FEET UNDERGROUND AND A SURFACE
 JX2152'MARK OF COAST SURVEY AND STATE SURVEY DISK (THE OLD ORIGINAL
 JX2152'MONUMENT) STAMPED 60 AUX 1944 1960 (THE DATES AND ONLY THE DATES
 JX2152'WERE ADDED AT THIS TIME) SET IN TOP OF A CONCRETE POST WAS MADE
 JX2152'FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 0.2 MILE AIR LINE SSW
 JX2152'OF THE Y-JUNCTION OF NO. 50 U.S. AND NO. 31 WEST VIRGINIA HIGHWAY,
 JX2152'ABOUT 55 YARDS E OF PLEASANT HILL METHODIST CHURCH, 45 FEET S OF
 JX2152'CENTER LINE OF OLD ROAD, AN ESTIMATED 12 FEET HIGHER THAN SAME, 9.0
 JX2152'FEET N OF NE CORNER OF FRAME HOUSE, AND 2.9 FEET E OF PROJECTED
 JX2152'PLANE OF E WALL OF SAME.  SEE 1960 RECOVERY NOTE FOR TRAVERSE STATION
 JX2152'NO. 60 (W.VA.GEOD.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1969 ***********************************************************************
 JX1969  DESIGNATION -  PLEASANT WVGS 1963
 JX1969  PID         -  JX1969
 JX1969  STATE/COUNTY-  WV/MARSHALL
 JX1969  USGS QUAD   -  MAJORSVILLE (1988)
 JX1969
 JX1969                         *CURRENT SURVEY CONTROL
 JX1969  ___________________________________________________________________
 JX1969* NAD 83(1995)-  39 54 20.75021(N)    080 36 33.41877(W)     ADJUSTED  
 JX1969* NAVD 88     -       440.37   (+/-2cm)    1444.8    (feet)  VERTCON   
 JX1969  ___________________________________________________________________
 JX1969  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 JX1969  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JX1969
 JX1969  HORZ ORDER  -  SECOND
 JX1969  VERT ORDER  -  THIRD ? (See Below)
 JX1969
 JX1969.The horizontal coordinates were established by classical geodetic methods
 JX1969.and adjusted by the National Geodetic Survey in April 1998..
 JX1969
 JX1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1969.The vertical order pertains to the NGVD 29 superseded value.
 JX1969
 JX1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1969
 JX1969.The geoid height was determined by GEOID03.
 JX1969
 JX1969;                    North         East     Units Scale Factor Converg.
 JX1969;SPC WV N     -   156,651.471   505,150.863   MT  0.99995263   -0 42 26.9
 JX1969;UTM  17      - 4,417,371.077   533,397.334   MT  0.99961373   +0 15 02.4
 JX1969
 JX1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1969!SPC WV N     -   0.99993619  x   0.99995263  =   0.99988882
 JX1969!UTM  17      -   0.99993619  x   0.99961373  =   0.99954994
 JX1969
 JX1969                          SUPERSEDED SURVEY CONTROL
 JX1969
 JX1969  NAD 83(1986)-  39 54 20.75728(N)    080 36 33.42549(W) AD(       ) 2
 JX1969  NAD 27      -  39 54 20.47780(N)    080 36 34.14360(W) AD(       ) 2
 JX1969  NGVD 29 (07/19/86)  440.51   (m)         1445.2    (f) LEVELING    3  
 JX1969
 JX1969.Superseded values are not recommended for survey control.
 JX1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1969.See file dsdata.txt to determine how the superseded data were derived.
 JX1969
 JX1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE3339717371(NAD 83)
 JX1969_MARKER: DD = SURVEY DISK
 JX1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1969_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1969+STABILITY: SURFACE MOTION
 JX1969
 JX1969  HISTORY     - Date     Condition        Report By
 JX1969  HISTORY     - 1963     MONUMENTED       WVGS
 JX1969
 JX1969                          STATION DESCRIPTION
 JX1969
 JX1969'DESCRIBED BY WEST VIRGINIA GEODETIC SURVEY 1963 (VBM)
 JX1969'THE STATION IS A U.S. COAST AND GEODETIC AND STATE SURVEY DISK
 JX1969'SET IN THE TOP OF
 JX1969'A 6 X 6 INCH CONCRETE POST, LOCATED ABOUT 7 MILES EAST OF
 JX1969'MOUNDSVILLE, 6 MILES NORTH-NORTHWEST
 JX1969'OF CAMERON, 1-1/4 MILES SOUTHEAST OF PLEASANT VALLEY AND ON THE
 JX1969'PROPERTY OF MR. BLANE ADAMS.  IT IS 2 FEET
 JX1969'NORTHWEST OF A WIRE FENCE, 13 FEET EAST OF A
 JX1969'WITNESS POST AND 21 FEET EAST OF A 10 INCH WILD CHERRY TREE.
 JX1969'THE MONUMENT PROJECTS 5 INCHES AND
 JX1969'THE DISK IS STAMPED PLEASANT.
 JX1969'
 JX1969'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN MOUNDSVILLE, GO EAST
 JX1969'AND NORTHEAST ON U.S.
 JX1969'HIGHWAY 250 AND STATE HIGHWAY 88 FOR 6.1 MILE TO WHERE STATE HIGHWAY
 JX1969'88 TURNS NORTH.  CONTINUE EAST AND
 JX1969'SOUTHEAST ON U.S. HIGHWAY 250 FOR 1.55 MILES TO A SIDE
 JX1969'ROAD LEFT IN THE VILLAGE OF LIMESTONE.  CONTINUE
 JX1969'SOUTH ON HIGHWAY 250 FOR 0.75 MILE TO A
 JX1969'HIGH ROAD BANK ON THE RIGHT AND THE STATION ON THE HILL ABOUT 200
 JX1969'FEET WEST OF THE ROAD.
 JX1969'
 JX1969'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PLEASANT
 JX1969'THE DISTANCE BEING 11.996
 JX1969'FEET AND 3.6564 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2109 ***********************************************************************
 JX2109  DESIGNATION -  PLEASANTS RADIO KQN 31 N MAST
 JX2109  PID         -  JX2109
 JX2109  STATE/COUNTY-  WV/RITCHIE
 JX2109  USGS QUAD   -  SCHULTZ (1975)
 JX2109
 JX2109                         *CURRENT SURVEY CONTROL
 JX2109  ___________________________________________________________________
 JX2109* NAD 83(1995)-  39 18 19.67748(N)    081 11 22.37074(W)     ADJUSTED  
 JX2109* NAVD 88     -                                                        
 JX2109  ___________________________________________________________________
 JX2109  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 JX2109  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JX2109
 JX2109  HORZ ORDER  -  THIRD
 JX2109
 JX2109.The horizontal coordinates were established by classical geodetic methods
 JX2109.and adjusted by the National Geodetic Survey in April 1998..
 JX2109
 JX2109
 JX2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2109
 JX2109.The geoid height was determined by GEOID03.
 JX2109
 JX2109;                    North         East     Units Scale Factor Converg.
 JX2109;SPC WV N     -    90,790.433   454,286.938   MT  0.99995630   -1 04 39.2
 JX2109;SPC OH S     -   145,743.946   713,018.962   MT  0.99993685   +0 49 53.4
 JX2109;UTM  17      - 4,350,692.484   483,657.557   MT  0.99960329   -0 07 12.3
 JX2109
 JX2109                          SUPERSEDED SURVEY CONTROL
 JX2109
 JX2109  NAD 83(1986)-  39 18 19.68252(N)    081 11 22.37891(W) AD(       ) 4
 JX2109  NAD 27      -  39 18 19.40600(N)    081 11 22.96900(W) AD(       ) 3
 JX2109
 JX2109.Superseded values are not recommended for survey control.
 JX2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2109.See file dsdata.txt to determine how the superseded data were derived.
 JX2109
 JX2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD8365850692(NAD 83)
 JX2109_MARKER: 42 = RADIO/TV MAST
 JX2109
 JX2109  HISTORY     - Date     Condition        Report By
 JX2109  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2109
 JX2109                          STATION DESCRIPTION
 JX2109
 JX2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2109'THE STATION IS THE CENTER OF A FLASHING RED LIGHT NEAR THE CENTER
 JX2109'AT THE TOP.  IT IS
 JX2109'A GUYED DUAL THREE LEGGED STEEL STRUCTURE WITH 4 MICRO REFLECTORS
 JX2109'ON TOP.  IT IS PAINTED IN ALTERNATE
 JX2109'SECTIONS OF INTERNATIONAL ORANGE AND WHITE.
 JX2109'IT IS LOCATED 5.5 MILES SOUTHEAST OF ST. MARYS, WEST
 JX2109'VIRGINIA ON A WOODED HILL AND IS
 JX2109'OWNED AND OPERATED BY THE WESTERN UNION TELEGRAPH COMPANY.  THE
 JX2109'OVERALL HEIGHT IS 190 FEET.
 JX2109'
 JX2109'TO REACH FROM THE EAST JUNCTION OF HIGHWAYS 31 AND 50 SOUTH OF ST.
 JX2109'MARYS, GO EAST ON HIGHWAY 50
 JX2109'FOR 5.0 MILE TO A SIDE ROAD LEFT AND SIGN DOUGLAS RUN 3.  TURN LEFT
 JX2109'ON GRAVEL ROAD AND GO 0.7 MILE
 JX2109'TO A FORK.  TAKE LEFT FORK AND GO 2.1 MILE TO TOP OF
 JX2109'HILL AND CROSS ROADS AND A CHURCH ON THE LEFT.
 JX2109'TURN LEFT AND GO 0.5 MILE TO TOP OF
 JX2109'HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0026 ***********************************************************************
 HY0026  DESIGNATION -  PLUG USE
 HY0026  PID         -  HY0026
 HY0026  STATE/COUNTY-  WV/MASON
 HY0026  USGS QUAD   -  APPLE GROVE (1987)
 HY0026
 HY0026                         *CURRENT SURVEY CONTROL
 HY0026  ___________________________________________________________________
 HY0026* NAD 83(1986)-  38 41 33.     (N)    082 10 37.     (W)     SCALED    
 HY0026* NAVD 88     -       171.613  (meters)     563.03   (feet)  ADJUSTED  
 HY0026  ___________________________________________________________________
 HY0026  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HY0026  DYNAMIC HT  -         171.503 (meters)     562.67  (feet)  COMP
 HY0026  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 HY0026
 HY0026  VERT ORDER  -  FIRST     CLASS II
 HY0026
 HY0026.The horizontal coordinates were scaled from a topographic map and have
 HY0026.an estimated accuracy of +/- 6 seconds.
 HY0026
 HY0026.The orthometric height was determined by differential leveling
 HY0026.and adjusted by the National Geodetic Survey in June 1991..
 HY0026
 HY0026.The geoid height was determined by GEOID03.
 HY0026
 HY0026.The dynamic height is computed by dividing the NAVD 88
 HY0026.geopotential number by the normal gravity value computed on the
 HY0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0026.degrees latitude (g = 980.6199 gals.).
 HY0026
 HY0026.The modeled gravity was interpolated from observed gravity values.
 HY0026
 HY0026;                    North         East    Units  Estimated Accuracy
 HY0026;SPC WV S     -   188,500.      497,610.      MT  (+/- 180 meters Scaled)
 HY0026
 HY0026                          SUPERSEDED SURVEY CONTROL
 HY0026
 HY0026  NGVD 29 (??/??/92)  171.807  (m)          563.67   (f) ADJ UNCH    1 2
 HY0026
 HY0026.Superseded values are not recommended for survey control.
 HY0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0026.See file dsdata.txt to determine how the superseded data were derived.
 HY0026
 HY0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC976833(NAD 83)
 HY0026_MARKER: Z = SEE DESCRIPTION
 HY0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0026_MARK LOGO: USE   
 HY0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0026+STABILITY: SURFACE MOTION
 HY0026
 HY0026  HISTORY     - Date     Condition        Report By
 HY0026  HISTORY     - UNK      MONUMENTED       DOD
 HY0026  HISTORY     - 1956     GOOD             NGS
 HY0026  HISTORY     - 1976     GOOD             NGS
 HY0026  HISTORY     - 1984     POOR             NGS
 HY0026
 HY0026                          STATION DESCRIPTION
 HY0026
 HY0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0026'0.3 MI N FROM HOGSETT.
 HY0026'ABOUT 0.3 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0026'THE STORE AND POST OFFICE AT HOGSETT, AT CROSSING OF GRAVEL ROAD
 HY0026'LEADING TO OLD DAM 26 ON OHIO RIVER, 27 3/4 FEET WEST OF WEST
 HY0026'RAIL, 44 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 185+09, 49
 HY0026'FEET NORTHWEST OF CENTER OF CROSSING, 37 FEET NORTH OF CENTER LINE
 HY0026'OF ROAD, 5 FEET NORTHEAST OF POWER POLE NO. 920 D 18, ABOUT
 HY0026'2 1/2 FEET BELOW LEVEL OF TRACK AND IS A 1 1/4-INCH COPPER PLUG
 HY0026'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 HY0026
 HY0026                          STATION RECOVERY (1976)
 HY0026
 HY0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0026'RECOVERED IN GOOD CONDITION.
 HY0026
 HY0026                          STATION RECOVERY (1984)
 HY0026
 HY0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0026'RECOVERED IN POOR CONDITION, IT APPEARS THAT THE TOP OF THE 1-1/4 INCH
 HY0026'COPPER PLUG HAS BEEN KNOCKED OFF, NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3356 ***********************************************************************
 GX3356  DESIGNATION -  PLUMLEY
 GX3356  PID         -  GX3356
 GX3356  STATE/COUNTY-  WV/RALEIGH
 GX3356  USGS QUAD   -  MEADOW CREEK (1988)
 GX3356
 GX3356                         *CURRENT SURVEY CONTROL
 GX3356  ___________________________________________________________________
 GX3356* NAD 83(1995)-  37 48 52.06781(N)    080 58 24.62657(W)     ADJUSTED  
 GX3356* NAVD 88     -       922.     (meters)    3025.     (feet)  SCALED    
 GX3356  ___________________________________________________________________
 GX3356  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GX3356  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX3356
 GX3356  HORZ ORDER  -  THIRD
 GX3356
 GX3356.The horizontal coordinates were established by classical geodetic methods
 GX3356.and adjusted by the National Geodetic Survey in April 1998..
 GX3356
 GX3356.The orthometric height was scaled from a topographic map.
 GX3356
 GX3356.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3356
 GX3356.The geoid height was determined by GEOID03.
 GX3356
 GX3356;                    North         East     Units Scale Factor Converg.
 GX3356;SPC WV S     -    90,396.066   602,332.637   MT  0.99994641   +0 00 59.0
 GX3356;UTM  17      - 4,185,229.991   502,331.829   MT  0.99960007   +0 00 58.5
 GX3356
 GX3356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3356!SPC WV S     -   0.99986025  x   0.99994641  =   0.99980667
 GX3356!UTM  17      -   0.99986025  x   0.99960007  =   0.99946037
 GX3356
 GX3356:                Primary Azimuth Mark                     Grid Az
 GX3356:SPC WV S     -  PLUMLEY AZ MK                            145 09 35.0
 GX3356:UTM  17      -  PLUMLEY AZ MK                            145 09 35.5
 GX3356
 GX3356|---------------------------------------------------------------------|
 GX3356| PID    Reference Object                     Distance      Geod. Az  |
 GX3356|                                                           dddmmss.s |
 GX3356| DC4116 PLUMLEY AZ MK                                      1451034.0 |
 GX3356| DC4118 PLUMLEY RM 2                          5.307 METERS 16232     |
 GX3356| DC4117 PLUMLEY RM 1                          7.980 METERS 20641     |
 GX3356|---------------------------------------------------------------------|
 GX3356
 GX3356                          SUPERSEDED SURVEY CONTROL
 GX3356
 GX3356  NAD 83(1986)-  37 48 52.07532(N)    080 58 24.63506(W) AD(       ) 3
 GX3356  NAD 27      -  37 48 51.65300(N)    080 58 25.30100(W) AD(       ) 3
 GX3356
 GX3356.Superseded values are not recommended for survey control.
 GX3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3356.See file dsdata.txt to determine how the superseded data were derived.
 GX3356
 GX3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB0233285230(NAD 83)
 GX3356_MARKER: DS = TRIANGULATION STATION DISK
 GX3356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3356
 GX3356  HISTORY     - Date     Condition        Report By
 GX3356  HISTORY     - 1952     MONUMENTED       CGS
 GX3356
 GX3356                          STATION DESCRIPTION
 GX3356
 GX3356'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3356'THE STATION IS LOCATED ABOUT 12 MILES EAST OF BECKLEY AND 11 MILES
 GX3356'NORTH OF HINTON ON THE HIGHEST POINT OF A PROMINENT CONE SHAPED
 GX3356'HILL KNOWN LOCALLY AS PLUMLEYS HILL, ON LAND OWNED BY MR. JOE
 GX3356'PLUMLEY.  THE MARK IS 18 FEET NORTHEAST OF A 6 INCH YELLOW LINN
 GX3356'TREE AND 13 FEET EAST OF THE FENCE LINE.  THE MARK IS SET 6 INCHES
 GX3356'BELOW THE GROUND AND THE DISK IS STAMPED PLUMLEY 1952.
 GX3356'
 GX3356'R.M. NO. 1 IS 1 FOOT EAST OF THE FENCE LINE.  THE MARK PROJECTS 4
 GX3356'INCHES AND THE DISK IS STAMPED PLUMLEY NO 1 1952.
 GX3356'
 GX3356'R.M. NO. 2 IS 1 FOOT EAST OF THE FENCE LINE.  THE MARK PROJECTS 4
 GX3356'INCHES AND THE DISK IS STAMPED PLUMLEY NO 2 1952.
 GX3356'
 GX3356'THE AZIMUTH MARK IS 67 FEET WEST OF THE CENTER-LINE OF THE TRACK ROAD
 GX3356'AND 4-1/2 FEET NORTH OF THE WITNESS POST. THE DISK IS SET FLUSH
 GX3356'IN BEDROCK AND IS STAMPED PLUMLEY 1952.
 GX3356'
 GX3356'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND 21 AND
 GX3356'STATE HIGHWAY 3, WHICH IS 7 MILES SOUTH OF BECKLEY, GO SOUTHEAST ON
 GX3356'STATE HIGHWAY 3 FOR 1.2 MILES TO A BLACK-TOP ROAD LEFT, TURN LEFT AND
 GX3356'FOLLOW BLACK-TOP ROAD FOR 6.2 MILES TO FORK, (PLUTO BAPTIST
 GX3356'MISSIONARY CHURCH ON THE LEFT), BEAR LEFT ON BLACK-TOP ROAD UP HILL
 GX3356'FOR 2.7 MILES TO THE END OF THE BLACK-TOP, WHITE SCHOOL HOUSE ON
 GX3356'THE LEFT, CONTINUE FOR 0.5 MILE TO FORK, KEEP LEFT, CONTINUE FOR 1.6
 GX3356'MILES TO FORK, FRAME BUILDING ON RIGHT, KEEP RIGHT FOR 0.5 MILE TO
 GX3356'T-ROAD RIGHT, CONTINUE AHEAD FOR 0.6 MILES TO FORK, KEEP RIGHT FOR 1.3
 GX3356'MILES TO FORK, KEEP LEFT FOR 0.4 MILE TO SIDE ROAD LEFT, CONTINUE
 GX3356'STRAIGHT AHEAD FOR 0.1 MILE TO FORK, KEEP RIGHT FOR 0.1 MILE TO
 GX3356'FORK AND GATE ON LEFT, TURN LEFT THROUGH GATE FOR 0.5 MILE ON TRACK
 GX3356'ROAD TO AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE ON TRACK ROAD
 GX3356'FOR 0.15 MILE TO FRAME HOUSE.  STATION IS ABOUT 0.2 MILE NORTHWEST OF
 GX3356'THE HOUSE ON HIGHEST POINT OF CONE SHAPED HILL AS DESCRIBED. A FOUR
 GX3356'WHEEL DRIVE TRUCK CAN BE DRIVEN TO THE STATION. PACK WILL REQUIRE
 GX3356'ABOUT 10 MINUTES.
 GX3356'
 GX3356'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0011 ***********************************************************************
 HX0011  DESIGNATION -  POINT MT
 HX0011  PID         -  HX0011
 HX0011  STATE/COUNTY-  WV/WEBSTER
 HX0011  USGS QUAD   -  SKELT (1982)
 HX0011
 HX0011                         *CURRENT SURVEY CONTROL
 HX0011  ___________________________________________________________________
 HX0011* NAD 83(1995)-  38 31 32.41487(N)    080 17 57.76738(W)     ADJUSTED  
 HX0011* NAVD 88     -      1078.281  (meters)    3537.66   (feet)  ADJUSTED  
 HX0011  ___________________________________________________________________
 HX0011  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 HX0011  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0011  DYNAMIC HT  -        1077.388 (meters)    3534.73  (feet)  COMP
 HX0011  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 HX0011
 HX0011  HORZ ORDER  -  SECOND
 HX0011  VERT ORDER  -  SECOND    CLASS 0
 HX0011
 HX0011.The horizontal coordinates were established by classical geodetic methods
 HX0011.and adjusted by the National Geodetic Survey in April 1998..
 HX0011
 HX0011.The orthometric height was determined by differential leveling
 HX0011.and adjusted by the National Geodetic Survey in June 1991..
 HX0011
 HX0011.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX0011
 HX0011.The geoid height was determined by GEOID03.
 HX0011
 HX0011.The dynamic height is computed by dividing the NAVD 88
 HX0011.geopotential number by the normal gravity value computed on the
 HX0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0011.degrees latitude (g = 980.6199 gals.).
 HX0011
 HX0011.The modeled gravity was interpolated from observed gravity values.
 HX0011
 HX0011;                    North         East     Units Scale Factor Converg.
 HX0011;SPC WV S     -   169,565.101   661,091.296   MT  0.99994336   +0 25 59.2
 HX0011;UTM  17      - 4,264,374.485   561,071.244   MT  0.99964593   +0 26 11.1
 HX0011
 HX0011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX0011!SPC WV S     -   0.99983568  x   0.99994336  =   0.99977905
 HX0011!UTM  17      -   0.99983568  x   0.99964593  =   0.99948167
 HX0011
 HX0011|---------------------------------------------------------------------|
 HX0011| PID    Reference Object                     Distance      Geod. Az  |
 HX0011|                                                           dddmmss.s |
 HX0011| HX2861 POTATO 2 USFS 1961                   17.306 METERS 01654     |
 HX0011| HX0012 POINT MT RM 1                        31.663 METERS 07517     |
 HX0011| HX2860 WEBSTER SPRINGS ATT MICROWAVE       APPROX. 4.1 KM 2450024.3 |
 HX0011| HX0004 POINT MT AZ MK                                     2463838.6 |
 HX0011| HX0010 POINT MT RM 2                        20.562 METERS 34411     |
 HX0011|---------------------------------------------------------------------|
 HX0011
 HX0011                          SUPERSEDED SURVEY CONTROL
 HX0011
 HX0011  NAD 83(1986)-  38 31 32.42063(N)    080 17 57.77971(W) AD(       ) 2
 HX0011  NAD 27      -  38 31 32.02730(N)    080 17 58.50350(W) AD(       ) 2
 HX0011  NGVD 29 (??/??/92) 1078.379  (m)         3537.98   (f) ADJ UNCH    2 0
 HX0011
 HX0011.Superseded values are not recommended for survey control.
 HX0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0011.See file dsdata.txt to determine how the superseded data were derived.
 HX0011
 HX0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC6107164374(NAD 83)
 HX0011_MARKER: DS = TRIANGULATION STATION DISK
 HX0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0011_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HX0011_STAMPING: POINT MT 1961
 HX0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0011
 HX0011  HISTORY     - Date     Condition        Report By
 HX0011  HISTORY     - 1961     MONUMENTED       CGS
 HX0011  HISTORY     - 1962     GOOD             CGS
 HX0011  HISTORY     - 1962     GOOD             NGS
 HX0011
 HX0011                          STATION DESCRIPTION
 HX0011
 HX0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX0011'STATION IS LOCATED ON THE HIGHEST PART OF POINT MOUNTAIN WHICH IS
 HX0011'LOCALLY KNOWN AS
 HX0011'POTATO KNOB AND AT THE SITE OF THE POINT MOUNTAIN FIRE
 HX0011'TOWER, WHICH IS ABOUT 7.0 MILES
 HX0011'NORTHEAST OF WEBSTER SPRINGS.  STATION, A
 HX0011'STANDARD DISK SET IN A ROUND CONCRETE MONUMENT AND
 HX0011'STAMPED POINT MT 1961
 HX0011'IS 58 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CINDER BLOCK
 HX0011'BUILDING, 35 FEET
 HX0011'NORTHWEST OF A 15 INCH PINE TREE, 32 FEET SOUTHWEST OF A 32 INCH
 HX0011'SPRUCE TREE AND 36-1/2
 HX0011'FEET SOUTH OF A UTILITY POLE.  THE MARK IS SET FLUSH
 HX0011'WITH THE GROUND.
 HX0011'
 HX0011'TO REACH FROM THE COURTHOUSE IN WEBSTER SPRINGS, GO NORTHEASTERLY ON
 HX0011'STATE HIGHWAY NO.
 HX0011'15 FOR 7.4 MILES TO POINT MOUNTAIN AMERICAN TELEPHONE
 HX0011'AND TELEGRAPH MICRO WAVE TOWER ON
 HX0011'LEFT.  CONTINUE NORTHEASTERLY ON STATE
 HX0011'HIGHWAY NO. 15 FOR 0.15 MILE TO AZIMUTH MARK ON LEFT
 HX0011'AS DESCRIBED.  CONTINUE
 HX0011'NORTHEASTERLY ON STATE HIGHWAY NO. 15 FOR 2.3 MILES TO SMALL WHITE
 HX0011'CHURCH AND
 HX0011'CEMETERY ON LEFT.  CONTINUE NORTHEASTERLY ON STATE HIGHWAY NO.
 HX0011'15 FOR 0.65 MILE TO SIDE ROAD
 HX0011'LEFT AT SIGN POINT MOUNTAIN FIRE TOWER
 HX0011'ON RIGHT.  TURN SHARP LEFT AND FOLLOW GRADED
 HX0011'ROAD FOR 0.6 MILE TO FIRE
 HX0011'TOWER AT TOP OF MOUNTAIN AND STATION AS DESCRIBED.
 HX0011'
 HX0011'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A ROUND CONCRETE
 HX0011'MONUMENT AND
 HX0011'STAMPED POINT MT NO 1 1961 IS 16 FEET SOUTH OF A 15 INCH PINE TREE
 HX0011'AND 33 FEET NORTH OF A
 HX0011'12 INCH SPRUCE TREE.  THE MARK PROJECTS 2 INCHES.
 HX0011'
 HX0011'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A ROUND CONCRETE
 HX0011'MONUMENT AND
 HX0011'STAMPED POINT MT NO 2 1961 IS 10 FEET EAST OF THE NORTHEAST CORNER OF
 HX0011'A CINDER BLOCK
 HX0011'BUILDING, 6 FEET SOUTH OF A 15 INCH SPRUCE TREE AND 28 FEET
 HX0011'WEST OF THE SOUTHWEST LEG OF FIRE
 HX0011'TOWER.  THE MARK IS SET FLUSH WITH THE GROUND.
 HX0011'
 HX0011'AZIMUTH MARK, A STANDARD DISK SET IN A ROUND CONCRETE MONUMENT AND
 HX0011'STAMPED POINT MT
 HX0011'1961 IS 27 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE
 HX0011'OF STATE HIGHWAY NO. 15, 1-1/2 FEET
 HX0011'NORTHEAST OF RAIL FENCE, 2.0 FEET NORTHEAST
 HX0011'OF STEEL WITNESS POST WITH METAL SIGN AND ABOUT 250
 HX0011'YARDS NORTHEAST
 HX0011'OF MICRO WAVE TOWER.  THE MARK PROJECTS 3 INCHES.
 HX0011'
 HX0011'POTATO NO 2 (USFS), A U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
 HX0011'DISK SET IN
 HX0011'CONCRETE IN A 4 INCH TILE AND STAMPED POTATO NO 2 1506 1934
 HX0011'IS SET DIRECTLY UNDER THE
 HX0011'CENTER OF LOOKOUT TOWER.  THE MARK PROJECTS 8 INCHES.
 HX0011'
 HX0011'HEIGHT OF LIGHT ABOVE STATION MARK - 30.09 METERS.
 HX0011
 HX0011                          STATION RECOVERY (1962)
 HX0011
 HX0011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 HX0011'ABOUT 4.8 MILES WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE AT
 HX0011'WANETA, THENCE 0.4 MILE NORTH ALONG A NARROW GRAVEL ROAD, AT THE
 HX0011'POINT MOUNTAIN FIRE TOWER, 47.5 FEET SOUTHWEST OF WEST LEG OF TOWER,
 HX0011'57.5 FEET SOUTHEAST OF SOUTH CORNER OF CONCRETE BLOCK CABIN, 62
 HX0011'FEET NORTHEAST OF POWER POLE SUPPORTING A TRANSFORMER, ABOUT 2
 HX0011'FEET BELOW LEVEL OF BASE OF TOWER.
 HX0011'
 HX0011'POINT MT RM 1--103.8 FEET EAST OF TRIANGULATION STATION POINT MT 1961
 HX0011'DESCRIBED, 79.4 FEET SOUTHEAST OF SOUTH LEG OF TOWER, 33 FEET SOUTH
 HX0011'OF A 10 INCH CEDAR TREE, AND IS A REFERENCE MARK DISK STAMPED POINT
 HX0011'MT NO 1 1961 AND SET IN TOP OF A CONCRETE POST ABOUT 4 FEET BELOW
 HX0011'LEVEL OF BASE OF TOWER PROJECTING 3 INCHES.
 HX0011'
 HX0011'POINT MT RM 2--67.4 FEET NORTH OF TRIANGULATION STATION POINT MT 1961
 HX0011'DESCRIBED, 32 FEET NORTH OF WEST LEG OF TOWER, 10.4 FEET SOUTHEAST
 HX0011'OF EAST CORNER OF CONCRETE BLOCK CABIN, ABOUT LEVEL WITH BASE OF
 HX0011'TOWER, AND IS A REFERENCE MARK DISK, STAMPED POINT MT NO 2 1961,
 HX0011'AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HX0011'
 HX0011'THE AZIMUTH MARK IS
 HX0011'ABOUT 8.1 MILES SOUTHEAST AND NORTHEAST ALONG STATE HIGHWAY 15 FROM
 HX0011'THE COURT HOUSE AT WEBSTER SPRINGS, ABOUT 0.15 MILE NORTHEAST OF
 HX0011'TELEPHONE COMPANY RELAY TOWER, ON THE INSIDE OF A CURVE WITH
 HX0011'TANGENTS EXTENDING SOUTH AND NORTHWEST, 27.5 FEET NORTHWEST OF
 HX0011'CENTER LINE OF HIGHWAY, 71 FEET NORTH AND ACROSS HIGHWAY FROM POWER
 HX0011'POLE 26-074, 1-1/2 FEET SOUTHWEST OF A FENCE LINE, 2-1/2 FEET
 HX0011'ABOVE HIGHWAY LEVEL, 2.1 FEET SOUTHEAST OF A STEEL WITNESS POST, AND
 HX0011'IS SET IN TOP OF OF A CONCRETE POST PROJECTING 3 INCHES.
 HX0011'
 HX0011'NOTE--THIS MARK MAY ALSO BE REACHED BY GOING 7.9 MILES WEST ALONG
 HX0011'STATE HIGHWAY 15 FROM THE POST OFFICE AT WANETA.
 HX0011'
 HX0011'DISTANCE AND DIRECTION FROM NEAREST TOWN 5.20 MILES WEST.
 HX0011
 HX0011                          STATION RECOVERY (1962)
 HX0011
 HX0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX0011'5.2 MI W FROM WANETA.
 HX0011'ABOUT 4.8 MILES WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0011'AT WANETA, THENCE 0.4 MILE NORTH ALONG A NARROW GRAVEL ROAD,
 HX0011'AT THE POINT MOUNTAIN FIRE TOWER, 47.5 FEET SOUTHWEST OF WEST
 HX0011'LEG OF TOWER, 57.5 FEET SOUTHEAST OF SOUTH CORNER OF CONCRETE
 HX0011'BLOCK CABIN, 62 FEET NORTHEAST OF POWER POLE SUPPORTING A TRANSFORMER,
 HX0011'ABOUT 2 FEET BELOW LEVEL OF BASE OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0004 ***********************************************************************
 HX0004  DESIGNATION -  POINT MT AZ MK
 HX0004  PID         -  HX0004
 HX0004  STATE/COUNTY-  WV/WEBSTER
 HX0004  USGS QUAD   -  SKELT (1982)
 HX0004
 HX0004                         *CURRENT SURVEY CONTROL
 HX0004  ___________________________________________________________________
 HX0004* NAD 83(1986)-  38 30 44.     (N)    080 20 24.     (W)     SCALED    
 HX0004* NAVD 88     -       958.709  (meters)    3145.36   (feet)  ADJUSTED  
 HX0004  ___________________________________________________________________
 HX0004  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX0004  DYNAMIC HT  -         957.932 (meters)    3142.82  (feet)  COMP
 HX0004  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 HX0004
 HX0004  VERT ORDER  -  SECOND    CLASS 0
 HX0004
 HX0004.The horizontal coordinates were scaled from a topographic map and have
 HX0004.an estimated accuracy of +/- 6 seconds.
 HX0004
 HX0004.The orthometric height was determined by differential leveling
 HX0004.and adjusted by the National Geodetic Survey in June 1991..
 HX0004
 HX0004.The geoid height was determined by GEOID03.
 HX0004
 HX0004.The dynamic height is computed by dividing the NAVD 88
 HX0004.geopotential number by the normal gravity value computed on the
 HX0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0004.degrees latitude (g = 980.6199 gals.).
 HX0004
 HX0004.The modeled gravity was interpolated from observed gravity values.
 HX0004
 HX0004;                    North         East    Units  Estimated Accuracy
 HX0004;SPC WV S     -   168,050.      657,560.      MT  (+/- 180 meters Scaled)
 HX0004
 HX0004                          SUPERSEDED SURVEY CONTROL
 HX0004
 HX0004  NGVD 29 (??/??/92)  958.82   (m)         3145.7    (f) COMPUTED    2 0
 HX0004
 HX0004.Superseded values are not recommended for survey control.
 HX0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0004.See file dsdata.txt to determine how the superseded data were derived.
 HX0004
 HX0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC575628(NAD 83)
 HX0004_MARKER: DZ = AZIMUTH MARK DISK
 HX0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0004_STAMPING: POINT MT 1961
 HX0004_MARK LOGO: CGS   
 HX0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0004+STABILITY: SURFACE MOTION
 HX0004
 HX0004  HISTORY     - Date     Condition        Report By
 HX0004  HISTORY     - 1961     MONUMENTED       CGS
 HX0004  HISTORY     - 1962     GOOD             NGS
 HX0004
 HX0004                          STATION DESCRIPTION
 HX0004
 HX0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0004'8.1 MI NE FROM WEBSTER SPRINGS.
 HX0004'ABOUT 8.1 MILES SOUTHEAST AND NORTHEAST ALONG STATE HIGHWAY
 HX0004'15 FROM THE COURT HOUSE AT WEBSTER SPRINGS, ABOUT 0.15 MILE
 HX0004'NORTHEAST OF TELEPHONE COMPANY RELAY TOWER, ON THE INSIDE OF A
 HX0004'CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, 27.5 FEET
 HX0004'NORTHWEST OF CENTER LINE OF HIGHWAY, 71 FEET NORTH AND ACROSS
 HX0004'HIGHWAY FROM POWER POLE 26-074, 1 1/2 FEET SOUTHWEST OF A FENCE
 HX0004'LINE, 2 1/2 FEET ABOVE HIGHWAY LEVEL, 2.1 FEET SOUTHEAST OF A STEEL
 HX0004'WITNESS POST, AND IS SET IN TOP OF A CONCRETE POST PROJECTING
 HX0004'3 INCHES.  NOTE-- THIS MARK MAY ALSO BE REACHED BY GOING 7.9 MILES
 HX0004'WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE AT WANETA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0012 ***********************************************************************
 HX0012  DESIGNATION -  POINT MT RM 1
 HX0012  PID         -  HX0012
 HX0012  STATE/COUNTY-  WV/WEBSTER
 HX0012  USGS QUAD   -  SKELT (1982)
 HX0012
 HX0012                         *CURRENT SURVEY CONTROL
 HX0012  ___________________________________________________________________
 HX0012* NAD 83(1986)-  38 31 32.     (N)    080 17 57.     (W)     SCALED    
 HX0012* NAVD 88     -      1077.366  (meters)    3534.66   (feet)  ADJUSTED  
 HX0012  ___________________________________________________________________
 HX0012  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0012  DYNAMIC HT  -        1076.473 (meters)    3531.73  (feet)  COMP
 HX0012  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 HX0012
 HX0012  VERT ORDER  -  SECOND    CLASS 0
 HX0012
 HX0012.The horizontal coordinates were scaled from a topographic map and have
 HX0012.an estimated accuracy of +/- 6 seconds.
 HX0012
 HX0012.The orthometric height was determined by differential leveling
 HX0012.and adjusted by the National Geodetic Survey in June 1991..
 HX0012
 HX0012.The geoid height was determined by GEOID03.
 HX0012
 HX0012.The dynamic height is computed by dividing the NAVD 88
 HX0012.geopotential number by the normal gravity value computed on the
 HX0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0012.degrees latitude (g = 980.6199 gals.).
 HX0012
 HX0012.The modeled gravity was interpolated from observed gravity values.
 HX0012
 HX0012;                    North         East    Units  Estimated Accuracy
 HX0012;SPC WV S     -   169,550.      661,110.      MT  (+/- 180 meters Scaled)
 HX0012
 HX0012                          SUPERSEDED SURVEY CONTROL
 HX0012
 HX0012  NGVD 29 (??/??/92) 1077.463  (m)         3534.98   (f) ADJ UNCH    2 0
 HX0012
 HX0012.Superseded values are not recommended for survey control.
 HX0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0012.See file dsdata.txt to determine how the superseded data were derived.
 HX0012
 HX0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC610643(NAD 83)
 HX0012_MARKER: DR = REFERENCE MARK DISK
 HX0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0012_STAMPING: POINT MT NO 1 1961
 HX0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0012+STABILITY: SURFACE MOTION
 HX0012
 HX0012  HISTORY     - Date     Condition        Report By
 HX0012  HISTORY     - 1961     MONUMENTED       CGS
 HX0012  HISTORY     - 1962     GOOD             NGS
 HX0012
 HX0012                          STATION DESCRIPTION
 HX0012
 HX0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0012'5.2 MI W FROM WANETA.
 HX0012'ABOUT 4.8 MILES WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0012'AT WANETA, THENCE 0.4 MILE NORTH ALONG A NARROW GRAVEL ROAD, AT
 HX0012'THE POINT MOUNTAIN FIRE TOWER, 103.8 FEET EAST OF TRIANGULATION
 HX0012'STATION POINT MT 1961 DESCRIBED, 79.4 FEET SOUTHEAST OF SOUTH
 HX0012'LEG OF TOWER, 33 FEET SOUTH OF A 10-INCH CEDAR TREE, AND SET IN
 HX0012'THE TOP OF A CONCRETE POST ABOUT 4 FEET BELOW LEVEL OF BASE OF
 HX0012'TOWER PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0010 ***********************************************************************
 HX0010  DESIGNATION -  POINT MT RM 2
 HX0010  PID         -  HX0010
 HX0010  STATE/COUNTY-  WV/WEBSTER
 HX0010  USGS QUAD   -  SKELT (1982)
 HX0010
 HX0010                         *CURRENT SURVEY CONTROL
 HX0010  ___________________________________________________________________
 HX0010* NAD 83(1986)-  38 31 32.     (N)    080 17 57.     (W)     SCALED    
 HX0010* NAVD 88     -      1078.497  (meters)    3538.37   (feet)  ADJUSTED  
 HX0010  ___________________________________________________________________
 HX0010  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0010  DYNAMIC HT  -        1077.603 (meters)    3535.44  (feet)  COMP
 HX0010  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 HX0010
 HX0010  VERT ORDER  -  SECOND    CLASS 0
 HX0010
 HX0010.The horizontal coordinates were scaled from a topographic map and have
 HX0010.an estimated accuracy of +/- 6 seconds.
 HX0010
 HX0010.The orthometric height was determined by differential leveling
 HX0010.and adjusted by the National Geodetic Survey in June 1991..
 HX0010
 HX0010.The geoid height was determined by GEOID03.
 HX0010
 HX0010.The dynamic height is computed by dividing the NAVD 88
 HX0010.geopotential number by the normal gravity value computed on the
 HX0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0010.degrees latitude (g = 980.6199 gals.).
 HX0010
 HX0010.The modeled gravity was interpolated from observed gravity values.
 HX0010
 HX0010;                    North         East    Units  Estimated Accuracy
 HX0010;SPC WV S     -   169,550.      661,110.      MT  (+/- 180 meters Scaled)
 HX0010
 HX0010                          SUPERSEDED SURVEY CONTROL
 HX0010
 HX0010  NGVD 29 (??/??/92) 1078.594  (m)         3538.69   (f) ADJ UNCH    2 0
 HX0010
 HX0010.Superseded values are not recommended for survey control.
 HX0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0010.See file dsdata.txt to determine how the superseded data were derived.
 HX0010
 HX0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC610643(NAD 83)
 HX0010_MARKER: DR = REFERENCE MARK DISK
 HX0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0010_STAMPING: POINT MT NO 2 1961
 HX0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0010+STABILITY: SURFACE MOTION
 HX0010
 HX0010  HISTORY     - Date     Condition        Report By
 HX0010  HISTORY     - 1961     MONUMENTED       CGS
 HX0010  HISTORY     - 1962     GOOD             NGS
 HX0010
 HX0010                          STATION DESCRIPTION
 HX0010
 HX0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0010'5.2 MI W FROM WANETA.
 HX0010'ABOUT 4.8 MILES WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0010'AT WANETA, THENCE 0.4 MILE NORTH ALONG A NARROW GRAVEL ROAD,
 HX0010'AT THE POINT MOUNTAIN FIRE TOWER, 67.4 FEET NORTH OF TRIANGULATION
 HX0010'STATION POINT MT 1961 DESCRIBED, 32 FEET NORTH OF WEST LEG OF
 HX0010'TOWER, 10.4 FEET SOUTHEAST OF EAST CORNER OF CONCRETE BLOCK
 HX0010'CABIN, ABOUT LEVEL WITH BASE OF TOWER, AND SET IN THE TOP
 HX0010'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2199 ***********************************************************************
 HY2199  DESIGNATION -  POINT PLEASANT RAD MAST
 HY2199  PID         -  HY2199
 HY2199  STATE/COUNTY-  WV/MASON
 HY2199  USGS QUAD   -  GALLIPOLIS (1983)
 HY2199
 HY2199                         *CURRENT SURVEY CONTROL
 HY2199  ___________________________________________________________________
 HY2199* NAD 83(1995)-  38 50 48.53992(N)    082 07 50.08126(W)     ADJUSTED  
 HY2199* NAVD 88     -                                                        
 HY2199  ___________________________________________________________________
 HY2199  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HY2199  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HY2199
 HY2199  HORZ ORDER  -  THIRD
 HY2199
 HY2199.The horizontal coordinates were established by classical geodetic methods
 HY2199.and adjusted by the National Geodetic Survey in April 1998..
 HY2199
 HY2199
 HY2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2199
 HY2199.The geoid height was determined by GEOID03.
 HY2199
 HY2199;                    North         East     Units Scale Factor Converg.
 HY2199;SPC WV S     -   205,581.814   501,854.436   MT  0.99999242   -0 41 56.1
 HY2199;SPC OH S     -    94,073.990   632,069.833   MT  0.99997963   +0 14 03.9
 HY2199;UTM  17      - 4,300,385.083   401,889.145   MT  0.99971853   -0 42 33.1
 HY2199
 HY2199                          SUPERSEDED SURVEY CONTROL
 HY2199
 HY2199  NAD 83(1995)-  38 50 48.54546(N)    082 07 50.08925(W) AD(       ) 4
 HY2199  NAD 83(1986)-  38 50 48.54929(N)    082 07 50.08760(W) AD(       ) 4
 HY2199  NAD 27      -  38 50 48.25749(N)    082 07 50.56953(W) AD(       ) 3
 HY2199
 HY2199.Superseded values are not recommended for survey control.
 HY2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2199.See file dsdata.txt to determine how the superseded data were derived.
 HY2199
 HY2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0188900385(NAD 83)
 HY2199_MARKER: 42 = RADIO/TV MAST
 HY2199
 HY2199  HISTORY     - Date     Condition        Report By
 HY2199  HISTORY     - 1976     FIRST OBSERVED   NGS
 HY2199
 HY2199                          STATION DESCRIPTION
 HY2199
 HY2199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2199'THE STATION, POINT PLEASANT MASON COUNTY SHERIFF OFFICE RADIO
 HY2199'MAST, IS THE LIGHT ATOP A TRIANGULAR STEEL, GUYED, MAST THAT IS
 HY2199'PAINTED ORANGE AND WHITE.  IT IS 203 FEET TALL AND HAS A SMALL
 HY2199'WHIP ANTENNA MOUNTED AT THE TOP.
 HY2199'
 HY2199'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 2 AND 62 IN POINT
 HY2199'PLEASANT, GO NORTH ON HIGHWAY 62 (VIAND STREET) FOR 0.45 MILE
 HY2199'TO A CROSS STREET.  TURN RIGHT AND GO EAST ON 12TH STREET FOR
 HY2199'0.05 MILE TO A T-ROAD (HOGG STREET).  CONTINUE EASTERLY ON A
 HY2199'TRACK ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT.  TURN SHARP
 HY2199'RIGHT AND GO SOUTHWEST FOR 0.25 MILE TO THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1287 ***********************************************************************
 JW1287  DESIGNATION -  POINTY
 JW1287  PID         -  JW1287
 JW1287  STATE/COUNTY-  WV/TUCKER
 JW1287  USGS QUAD   -  BLACKWATER FALLS (1995)
 JW1287
 JW1287                         *CURRENT SURVEY CONTROL
 JW1287  ___________________________________________________________________
 JW1287* NAD 83(1995)-  39 01 48.24595(N)    079 29 54.74269(W)     ADJUSTED  
 JW1287* NAVD 88     -      1262.9    (meters)    4143.     (feet)  VERTCON   
 JW1287  ___________________________________________________________________
 JW1287  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 JW1287  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 JW1287
 JW1287  HORZ ORDER  -  FIRST
 JW1287
 JW1287.The horizontal coordinates were established by classical geodetic methods
 JW1287.and adjusted by the National Geodetic Survey in April 1998..
 JW1287
 JW1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1287
 JW1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1287
 JW1287.The geoid height was determined by GEOID03.
 JW1287
 JW1287;                    North         East     Units Scale Factor Converg.
 JW1287;SPC WV N     -    58,846.725   600,126.452   MT  0.99999445   +0 00 03.4
 JW1287;SPC WV S     -   226,380.119   730,009.851   MT  1.00003456   +0 55 41.5
 JW1287;UTM  17      - 4,321,185.779   629,962.152   MT  0.99980798   +0 56 44.3
 JW1287
 JW1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1287!SPC WV N     -   0.99980672  x   0.99999445  =   0.99980117
 JW1287!SPC WV S     -   0.99980672  x   1.00003456  =   0.99984127
 JW1287!UTM  17      -   0.99980672  x   0.99980798  =   0.99961474
 JW1287
 JW1287|---------------------------------------------------------------------|
 JW1287| PID    Reference Object                     Distance      Geod. Az  |
 JW1287|                                                           dddmmss.s |
 JW1287| CX5204 POINTY RM 1                           5.149 METERS 11539     |
 JW1287| CX5203 POINTY AZ MK                                       2033137.4 |
 JW1287| HW3598 AIRWAY BEACON 25                    APPROX.41.1 KM 2445211.8 |
 JW1287| CX5205 POINTY RM 2                           6.012 METERS 33130     |
 JW1287|---------------------------------------------------------------------|
 JW1287
 JW1287                          SUPERSEDED SURVEY CONTROL
 JW1287
 JW1287  NAD 83(1995)-  39 01 48.25450(N)    079 29 54.75388(W) AD(       ) 1
 JW1287  NAD 83(1986)-  39 01 48.25487(N)    079 29 54.75409(W) AD(       ) 1
 JW1287  NAD 27      -  39 01 47.86290(N)    079 29 55.56190(W) AD(       ) 1
 JW1287  NGVD 29 (07/19/86) 1263.0    (m)         4144.     (f) VERT ANG       
 JW1287
 JW1287.Superseded values are not recommended for survey control.
 JW1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1287.See file dsdata.txt to determine how the superseded data were derived.
 JW1287
 JW1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD2996221186(NAD 83)
 JW1287_MARKER: DD = SURVEY DISK
 JW1287_SETTING: 80 = SET IN A BOULDER
 JW1287_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1287
 JW1287  HISTORY     - Date     Condition        Report By
 JW1287  HISTORY     - 1941     MONUMENTED       USGS
 JW1287  HISTORY     - 1956     GOOD             CGS
 JW1287
 JW1287                          STATION DESCRIPTION
 JW1287
 JW1287'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 JW1287'STATION IS LOCATED ABOUT 8 MILES (AIR LINE) S OF THE CITY OF THOMAS,
 JW1287'IN THE MONONGAHELA
 JW1287'NATIONAL FOREST, ON A HIGH ROCKY KNOB KNOWN AS POINTY
 JW1287'KNOB.  IT IS A STANDARD U.S.
 JW1287'GEOLOGICAL SURVEY AND WEST VIRGINIA
 JW1287'TRIANGULATION SURVEY DISK SET IN A DRILL HOLE
 JW1287'IN A BOULDER ABOUT
 JW1287'10 BY 10 FEET IN AREA AND 5 FEET HIGH ON THE HIGHEST POINT OF
 JW1287'THE KNOB.  THE
 JW1287'MARK HAS NOT BEEN STAMPED.
 JW1287'
 JW1287'REFERENCE AND AZIMUTH MARKS ARE STANDARD U.S.C. AND G.S. BRONZE
 JW1287'DISKS WEDGED IN
 JW1287'DRILL HOLES IN BOULDERS.
 JW1287'
 JW1287'REFERENCE MARK NO. 1 IS SET FLUSH IN THE TOP OF A BOULDER AND
 JW1287'AT THE NE EDGE,
 JW1287'ABOUT 12 BY 20 FEET IN AREA AND 5 FEET HIGH.  IT
 JW1287'IS STAMPED POINTY NO. 1 1941.
 JW1287'
 JW1287'REFERENCE MARK NO. 2 IS SET FLUSH IN THE TOP AND S EDGE OF A
 JW1287'BOULDER ABOUT 4 BY
 JW1287'5 FEET IN AREA AND 5 FEET HIGH.  IT IS STAMPED
 JW1287'POINTY NO. 2 1941.
 JW1287'
 JW1287'THE AZIMUTH MARK IS IN A FIELD ON THE W SIDE OF THE ROAD LEADING
 JW1287'TO THE STATION.
 JW1287'IT IS SET FLUSH IN A BOULDER 6 BY 3 FEET IN
 JW1287'AREA AND 2 FEET HIGH, 27 FEET W OF
 JW1287'THE CENTER OF THE ROAD AND 8
 JW1287'FEET N OF A FENCE LINE.  IT IS STAMPED POINTY 1941.
 JW1287'TO REACH
 JW1287'FROM THE BRIDGE CROSSING THE CREEK AT RED CREEK, GO NORTHERLY ON
 JW1287'DIRT ROAD FOR 1.0
 JW1287'MILE TO THE MARK ON THE LEFT.
 JW1287'
 JW1287'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219
 JW1287'AND STATE HIGHWAY
 JW1287'32 IN THOMAS, GO SOUTHERLY ON STATE HIGHWAY 32
 JW1287'FOR 17.0 MILES TO A GRAVEL ROAD
 JW1287'RIGHT AT SIGN RED CREEK, TURN
 JW1287'RIGHT AND GO 2.6 MILES TO ROAD FORKS AND BRIDGE AT
 JW1287'RED CREEK, TURN
 JW1287'SHARP RIGHT AND FOLLOW A DIRT ROAD NORTHERLY FOR 1.2 MILES TO A
 JW1287'FORKS, TAKE THE
 JW1287'RIGHT FORK AND GO 0.5 MILE TO THE MOUNTAIN VIEW
 JW1287'CHURCH ON THE LEFT AND A FARM ROAD
 JW1287'RIGHT.  TURN RIGHT AND GO 0.2
 JW1287'MILE TO J.B. JOHNSONS HOUSE, FOLLOW A ROAD BETWEEN
 JW1287'THE BARNS
 JW1287'AND AROUND THE LEFT SIDE OF JOHNSONS HOUSE FOR 0.3 MILE TO A BAR
 JW1287'GATE ON THE RIGHT
 JW1287'INTO A PASTURE, ENTER THE PASTURE AND GO UP HILL
 JW1287'AS FAR AS TRUCK WILL PULL WHICH IS
 JW1287'THE END OF TRUCK TRAVEL.  FROM
 JW1287'HERE PACK UP MOUNTAIN NORTHEASTERLY FOR ABOUT 1.0
 JW1287'MILE TO THE
 JW1287'HIGHEST POINT AND THE STATION.
 JW1287
 JW1287                          STATION RECOVERY (1956)
 JW1287
 JW1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1287'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 JW1287'THE STATION SUMMIT IS NOW
 JW1287'COVERED WITH A HEAVY GROWTH OF BRUSH.  THE AZIMUTH MARK IS NOW
 JW1287'OBSTRUCTED BY TREES.  A COMPLETE
 JW1287'DESCRIPTION FOLLOWS.
 JW1287'
 JW1287'STATION IS LOCATED, AIRLINE, ABOUT 11 MILES SOUTHEAST OF PARSONS, 8
 JW1287'MILES SOUTH OF THOMAS, 3 MILES
 JW1287'WEST OF STATE HIGHWAY 32, IN THE MONONGAHELA NATIONAL FOREST AND ON
 JW1287'THE HIGHEST POINT OF A HIGH, ROCKY
 JW1287'KNOB, COVERED WITH BRUSH, KNOWN AS POINTY KNOB.
 JW1287'
 JW1287'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF U.S. HIGHWAY 33
 JW1287'AND STATE HIGHWAY 32 IN
 JW1287'HARMAN, GO NORTH ON STATE HIGHWAY 32 FOR 6.6 MILES TO A PAVED SIDE
 JW1287'ROAD ON THE LEFT (STATE ROUTE 72),
 JW1287'TURN LEFT AND GO 2.3 MILES TO THE U.S. POST OFFICE AT
 JW1287'RED CREEK, CONTINUE STRAIGHT AHEAD ON THE PAVED
 JW1287'ROAD FOR 1.1 MILES TO THE AZIMUTH MARK
 JW1287'ON THE LEFT, CONTINUE ON THE PAVED ROAD FOR 0.6 MILE TO THE ROAD
 JW1287'SUMMIT AND A SIDE ROAD ON THE RIGHT,
 JW1287'TURN RIGHT AND GO 0.1 MILE TOWARDS THE RESIDENCE OF MR. COOPER TO A
 JW1287'FORK ON THE LEFT AT THE NORTH SIDE
 JW1287'OF A BARN, TURN LEFT THROUGH TWO GATES AND FOLLOW THE MAIN
 JW1287'ROAD NORTHERLY FOR 0.5 MILE TO A BAR GATE ON THE
 JW1287'RIGHT.  THIS IS THE END OF TRUCK TRAVEL
 JW1287'FOR AN ORDINARY VEHICLE.  A FOUR WHEEL DRIVE VEHICLE CAN BE DRIVEN
 JW1287'0.25 MILE FARTHER TO THE FRINGE OF
 JW1287'TIMBER.  FROM THE FRINGE OF TIMBER PACK NORTHEAST UP THE STEEP SLOPE
 JW1287'FOR ABOUT 1 MILE TO THE HIGHEST
 JW1287'POINT AND THE STATION.  A BLAZED TRAIL LEADS TO THE STATION
 JW1287'BUT IS VERY DIFFICULT TO FOLLOW.
 JW1287'
 JW1287'STATION MARK, UNSTAMPED, IS A USGS DISK CEMENTED IN A DRILL HOLE IN A
 JW1287'BOULDER 10 FEET SQUARE
 JW1287'RESTING ON OTHER LARGE BOULDERS AND PROJECTS 4 FEET.
 JW1287'
 JW1287'REFERENCE MARK NUMBER 1, STAMPED POINTY USGS NO 1 1941, IS A STANDARD
 JW1287'DISK CEMENTED IN A
 JW1287'DRILL HOLE IN A BOULDER 6 FEET BY 10 FEET, PROJECTING 4 FEET AND IS
 JW1287'ABOUT 3 FEET HIGHER THAN THE
 JW1287'STATION.  IT IS ON THE HIGHEST POINT OF THE BOULDER ABOUT 12 INCHES
 JW1287'FROM THE EDGE.
 JW1287'
 JW1287'REFERENCE MARK NUMBER 2, STAMPED POINTY USGS NO 2 1941, IS A STANDARD
 JW1287'DISK CEMENTED IN A
 JW1287'DRILL HOLE IN A BOULDER 4 FEET BY 5 FEET, PROJECTING 3 FEET AND ABOUT
 JW1287'1 FOOT LOWER THAN THE STATION.
 JW1287'
 JW1287'AZIMUTH MARK, STAMPED POINTY USGS 1941, IS A STANDARD DISK CEMENTED
 JW1287'IN A DRILL HOLE IN A
 JW1287'BOULDER 4 FEET BY 7 FEET AND PROJECTING 2 FEET.  IT IS 27.0 FEET WEST
 JW1287'OF THE CENTERLINE OF THE ROAD, 8.0
 JW1287'FEET NORTH OF A FENCE LINE AND 8.0 FEET WEST OF A WITNESS POST.
 JW1287'
 JW1287'NOTE- THE DIRECTIONS TO R.M. NO. 1 AND R.M. NO. 2 WERE FOUND TO BE
 JW1287'REVERSED IN 1941.  THE 1956
 JW1287'DIRECTIONS ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2022 ***********************************************************************
 JX2022  DESIGNATION -  POLARD
 JX2022  PID         -  JX2022
 JX2022  STATE/COUNTY-  WV/TYLER
 JX2022  USGS QUAD   -  PORTERS FALLS (1976)
 JX2022
 JX2022                         *CURRENT SURVEY CONTROL
 JX2022  ___________________________________________________________________
 JX2022* NAD 83(1995)-  39 30 21.68735(N)    080 50 47.93649(W)     ADJUSTED  
 JX2022* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 JX2022  ___________________________________________________________________
 JX2022  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 JX2022  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX2022
 JX2022  HORZ ORDER  -  SECOND
 JX2022
 JX2022.The horizontal coordinates were established by classical geodetic methods
 JX2022.and adjusted by the National Geodetic Survey in April 1998..
 JX2022
 JX2022.The orthometric height was scaled from a topographic map.
 JX2022
 JX2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2022
 JX2022.The geoid height was determined by GEOID03.
 JX2022
 JX2022;                    North         East     Units Scale Factor Converg.
 JX2022;SPC WV N     -   112,553.681   484,191.061   MT  0.99994292   -0 51 31.9
 JX2022;UTM  17      - 4,372,944.309   513,183.830   MT  0.99960214   +0 05 51.2
 JX2022
 JX2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2022!SPC WV N     -   0.99994080  x   0.99994292  =   0.99988373
 JX2022!UTM  17      -   0.99994080  x   0.99960214  =   0.99954297
 JX2022
 JX2022|---------------------------------------------------------------------|
 JX2022| PID    Reference Object                     Distance      Geod. Az  |
 JX2022|                                                           dddmmss.s |
 JX2022| JX2023 POLARD 2 USGS 1963                    9.802 METERS 06849     |
 JX2022| CX5206 POLARD RM 1                          18.514 METERS 06954     |
 JX2022| CX5207 POLARD RM 2                          11.385 METERS 09557     |
 JX2022| JX1963 BEARD                               APPROX.18.2 KM 1943326.5 |
 JX2022|---------------------------------------------------------------------|
 JX2022
 JX2022                          SUPERSEDED SURVEY CONTROL
 JX2022
 JX2022  NAD 83(1986)-  39 30 21.69288(N)    080 50 47.94457(W) AD(       ) 2
 JX2022  NAD 27      -  39 30 21.41330(N)    080 50 48.55830(W) AD(       ) 2
 JX2022
 JX2022.Superseded values are not recommended for survey control.
 JX2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2022.See file dsdata.txt to determine how the superseded data were derived.
 JX2022
 JX2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1318472944(NAD 83)
 JX2022_MARKER: DS = TRIANGULATION STATION DISK
 JX2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2022_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2022
 JX2022  HISTORY     - Date     Condition        Report By
 JX2022  HISTORY     - 1963     MONUMENTED       CGS
 JX2022
 JX2022                          STATION DESCRIPTION
 JX2022
 JX2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2022'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 JX2022'
 JX2022'THE STATION IS LOCATED ON A BRUSH COVERED HILL, ABOUT 8-1/2 MILES
 JX2022'SOUTH OF NEW MARTINSVILLE,
 JX2022'ABOUT 3-1/4 MILES EAST-NORTHEAST OF MIDDLEBOURNE, ABOUT 1-1/2 MILES
 JX2022'SOUTH/SOUTHEAST OF THE VILLAGE OF POLARD, AND
 JX2022'ON THE PROPERTY OF MR. J.C. SOLE.  IT IS LOCATED
 JX2022'ON THE WEST SLOPE OF THE HILL, 35 FEET NORTHWEST
 JX2022'OF A 5 INCH PLUM TREE, 34 FEET
 JX2022'SOUTHEAST OF A 6 INCH PLUM TREE, AND 2 FEET EAST OF A WITNESS POST.
 JX2022'THE MONUMENT PROJECTS 2 INCHES AND THE
 JX2022'DISK IS STAMPED POLARD 1963.
 JX2022'
 JX2022'TO REACH FROM THE COURT HOUSE IN MIDDLEBOURNE, GO EAST ON A PAVED
 JX2022'STREET FOR 0.05 MILE TO THE
 JX2022'END OF THE STREET.  TURN LEFT AND GO NORTH ON EAST STREET FOR 0.25
 JX2022'MILE TO THE INTERSECTION WITH
 JX2022'GORRELL RUN ROAD.  KEEP RIGHT AND GO NORTHEAST AND EASTERLY ON
 JX2022'A PAVED ROAD FOR 1.05 MILE TO THE END OF
 JX2022'THE SURFACED ROAD.  CONTINUE EASTERLY ON A
 JX2022'GRAVELED ROAD FOR 2.2 MILES TO A CHURCH ON THE RIGHT.
 JX2022'CONTINUE EASTERLY ON THE GRAVELED
 JX2022'ROAD FOR 0.2 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTH ON A
 JX2022'DIRT ROAD FOR 0.3 MILE TO 2
 JX2022'GATES ON THE LEFT.  TURN LEFT PASSING THROUGH THE NORTH GATE, THEN
 JX2022'SHARP RIGHT AND NORTHWEST THROUGH A
 JX2022'FIELD FOR 0.1 MILE TO A BOARD GATE.  PASS THROUGH THE
 JX2022'GATE AND GO NORTHWEST ON AN OLD LOG ROAD THROUGH
 JX2022'A PASTURE FOR 0.15 MILE TO A GATE.
 JX2022'PASS THROUGH THE GATE AND TURN SHARP LEFT WITH THE LOG ROAD FOR
 JX2022'0.15 MILE TO THE TOP OF A GRADE.
 JX2022'TURN RIGHT AND GO NORTH ON A DIM LOG ROAD FOR 0.1 MILE TO A DIM SIDE
 JX2022'ROAD LEFT.  TURN LEFT AND GO
 JX2022'WESTERLY UPHILL FOR 0.1 MILE TO TOP OF THE RIDGE AND A WIRE
 JX2022'FENCE.  TURN RIGHT AND GO NORTH ALONG THE
 JX2022'TOP OF THE RIDGE FOR 0.05 MILE TO A BOARD
 JX2022'GATE AT THE SOUTH SIDE OF AN OLD FIELD.  PASS THROUGH THE
 JX2022'GATE AND GO NORTH FOR 0.1 MILE
 JX2022'TO THE NORTH SIDE OF THE OLD FIELD.  CONTINUE NORTH THROUGH WOODS FOR
 JX2022'0.05 MILE TO THE HIGHEST POINT OF
 JX2022'THE HILL AND THE STATION.
 JX2022'
 JX2022'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JX2022'DISK STAMPED NO. 1 1957, SET
 JX2022'IN CEMENT IN THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 10 INCHES.
 JX2022'IT IS 49 FEET EAST OF THE WITNESS
 JX2022'POST, AND 17 FEET EAST OF THE 6 INCH PLUM TREE.  THE
 JX2022'MARK IS LOCATED ON THE WEST SLOPE OF THE HILL.
 JX2022'
 JX2022'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JX2022'DISK STAMPED NO. 2 1957, SET
 JX2022'IN CEMENT IN THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 4 INCHES.
 JX2022'IT IS 23 FEET NORTHEAST OF THE 5
 JX2022'INCH PLUM TREE, AND 21 FEET SOUTH OF THE 6 INCH PLUM
 JX2022'TREE.  THE MARK IS LOCATED ON THE SOUTHEAST SLOPE
 JX2022'OF THE HILL.
 JX2022'
 JX2022'POLARD 2 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY STATION MARK
 JX2022'DISK STAMPED POLARD 2 1957,
 JX2022'SET IN CEMENT IN THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 4
 JX2022'INCHES.  IT IS LOCATED ON THE
 JX2022'HIGHEST POINT OF THE HILL, 5 FEET SOUTH OF THE 6 INCH PLUM TREE,
 JX2022'34 FEET EAST-NORTHEAST OF THE WITNESS
 JX2022'POST, AND 51 FEET NORTH OF THE 5 INCH PLUM TREE.
 JX2022'
 JX2022'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2023 ***********************************************************************
 JX2023  DESIGNATION -  POLARD 2 USGS 1963
 JX2023  PID         -  JX2023
 JX2023  STATE/COUNTY-  WV/TYLER
 JX2023  USGS QUAD   -  PORTERS FALLS (1976)
 JX2023
 JX2023                         *CURRENT SURVEY CONTROL
 JX2023  ___________________________________________________________________
 JX2023* NAD 83(1995)-  39 30 21.80224(N)    080 50 47.55395(W)     ADJUSTED  
 JX2023* NAVD 88     -       411.02   (+/-2cm)    1348.5    (feet)  VERTCON   
 JX2023  ___________________________________________________________________
 JX2023  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 JX2023  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX2023
 JX2023  HORZ ORDER  -  SECOND
 JX2023  VERT ORDER  -  THIRD ? (See Below)
 JX2023
 JX2023.The horizontal coordinates were established by classical geodetic methods
 JX2023.and adjusted by the National Geodetic Survey in April 1998..
 JX2023
 JX2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2023.The vertical order pertains to the NGVD 29 superseded value.
 JX2023
 JX2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2023
 JX2023.The geoid height was determined by GEOID03.
 JX2023
 JX2023;                    North         East     Units Scale Factor Converg.
 JX2023;SPC WV N     -   112,557.087   484,200.251   MT  0.99994292   -0 51 31.6
 JX2023;UTM  17      - 4,372,947.866   513,192.960   MT  0.99960214   +0 05 51.4
 JX2023
 JX2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2023!SPC WV N     -   0.99994078  x   0.99994292  =   0.99988370
 JX2023!UTM  17      -   0.99994078  x   0.99960214  =   0.99954294
 JX2023
 JX2023                          SUPERSEDED SURVEY CONTROL
 JX2023
 JX2023  NAD 83(1986)-  39 30 21.80777(N)    080 50 47.56203(W) AD(       ) 2
 JX2023  NAD 27      -  39 30 21.52820(N)    080 50 48.17580(W) AD(       ) 2
 JX2023  NGVD 29 (07/19/86)  411.18   (m)         1349.0    (f) LEVELING    3  
 JX2023
 JX2023.Superseded values are not recommended for survey control.
 JX2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2023.See file dsdata.txt to determine how the superseded data were derived.
 JX2023
 JX2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1319372948(NAD 83)
 JX2023_MARKER: DD = SURVEY DISK
 JX2023_SETTING: 0 = UNSPECIFIED SETTING
 JX2023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2023
 JX2023  HISTORY     - Date     Condition        Report By
 JX2023  HISTORY     - 1963     MONUMENTED       USGS
 JX2023
 JX2023                          STATION DESCRIPTION
 JX2023
 JX2023'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX2023'THE STATION IS LOCATED ON THE HIGHEST POINT OF A BRUSH COVERED
 JX2023'HILL, ABOUT 8-1/2
 JX2023'MILES SOUTH OF NEW MARTINSVILLE, ABOUT 3-1/4 MILES EAST-NORTHEAST OF
 JX2023'MIDDLEBOURNE, ABOUT 1-1/2 MILES
 JX2023'SOUTH-SOUTHEAST OF THE VILLAGE OF POLARD, AND ON THE
 JX2023'PROPERTY OF MR. J.C. SOLE.  IT IS A STANDARD U.S.
 JX2023'GEOLOGICAL SURVEY STATION MARK DISK
 JX2023'STAMPED POLARD 2 (USGS), SET IN CEMENT IN THE TOP OF A 4 INCH IRON
 JX2023'PIPE THAT PROJECTS 4 INCHES.  IT
 JX2023'IS 5 FEET SOUTH OF A 6 INCH PLUM TREE, 34 FEET EAST-NORTHEAST OF A
 JX2023'WITNESS POST, AND 51 FEET NORTH OF A
 JX2023'5 INCH PLUM TREE.
 JX2023'
 JX2023'TO REACH FROM THE COURT HOUSE IN MIDDLEBOURNE, GO EAST ON A PAVED
 JX2023'STREET FOR 0.05 MILE TO THE
 JX2023'END OF THE STREET.  TURN LEFT AND GO NORTH ON EAST STREET FOR 0.25
 JX2023'MILE TO THE INTERSECTION WITH
 JX2023'GORRELL RUN ROAD.  KEEP RIGHT AND GO NORTHEAST AND EASTERLY ON
 JX2023'A PAVED ROAD FOR 1.05 MILE TO THE END OF
 JX2023'THE SURFACED ROAD.  CONTINUE EASTERLY ON A
 JX2023'GRAVELED ROAD FOR 2.2 MILES TO A CHURCH ON THE RIGHT.
 JX2023'CONTINUE EASTERLY ON THE GRAVELED
 JX2023'ROAD FOR 0.2 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTH ON A
 JX2023'DIRT ROAD FOR 0.3 MILE TO 2
 JX2023'GATES ON THE LEFT.  TURN LEFT PASSING THROUGH THE NORTH GATE, THEN
 JX2023'SHARP RIGHT AND GO NORTHWEST
 JX2023'THROUGH A FIELD FOR 0.1 MILE TO A BOARD GATE.  PASS THROUGH THE
 JX2023'GATE AND GO NORTHWEST ON AN OLD LOG ROAD
 JX2023'THROUGH A PASTURE FOR 0.15 MILE TO A GATE.
 JX2023'PASS THROUGH THE GATE AND TURN SHARP LEFT WITH THE LOG ROAD
 JX2023'FOR 0.15 MILE TO THE TOP OF A GRADE.
 JX2023'TURN RIGHT AND GO NORTH ON A DIM LOG ROAD FOR 0.1 MILE TO A DIM SIDE
 JX2023'ROAD RIGHT.
 JX2023'
 JX2023'TURN LEFT AND GO WESTERLY UPHILL FOR 0.1 MILE TO THE TOP OF THE RIDGE
 JX2023'AND A WIRE FENCE.  TURN RIGHT AND GO
 JX2023'NORTH ALONG THE TOP OF THE RIDGE FOR 0.05 MILE TO A BOARD GATE, AT
 JX2023'THE SOUTH SIDE OF AN OLD FIELD.
 JX2023'PASS THROUGH THE GATE AND GO NORTH FOR 0.1 MILE TO
 JX2023'THE NORTH SIDE OF THE OLD FIELD.  CONTINUE NORTH
 JX2023'THROUGH WOODS FOR 0.05 MILE TO THE
 JX2023'HIGHEST POINT OF THE HILL AND THE STATION.
 JX2023'
 JX2023'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION POLARD 1963,
 JX2023'THE DISTANCE BEING 9.802
 JX2023'METERS AND 32.16 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2026 ***********************************************************************
 JX2026  DESIGNATION -  POLLOCK RESET
 JX2026  PID         -  JX2026
 JX2026  STATE/COUNTY-  WV/TYLER
 JX2026  USGS QUAD   -  PADEN CITY (1994)
 JX2026
 JX2026                         *CURRENT SURVEY CONTROL
 JX2026  ___________________________________________________________________
 JX2026* NAD 83(1995)-  39 35 27.87605(N)    080 56 40.75056(W)     ADJUSTED  
 JX2026* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 JX2026  ___________________________________________________________________
 JX2026  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 JX2026  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JX2026
 JX2026  HORZ ORDER  -  SECOND
 JX2026
 JX2026.The horizontal coordinates were established by classical geodetic methods
 JX2026.and adjusted by the National Geodetic Survey in April 1998..
 JX2026
 JX2026.The orthometric height was scaled from a topographic map.
 JX2026
 JX2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2026
 JX2026.The geoid height was determined by GEOID03.
 JX2026
 JX2026;                    North         East     Units Scale Factor Converg.
 JX2026;SPC WV N     -   122,125.871   475,915.472   MT  0.99994093   -0 55 16.9
 JX2026;SPC OH S     -   177,782.075   733,591.647   MT  0.99994240   +0 59 12.8
 JX2026;UTM  17      - 4,382,373.798   504,752.470   MT  0.99960028   +0 02 07.0
 JX2026
 JX2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2026!SPC WV N     -   0.99994098  x   0.99994093  =   0.99988192
 JX2026!SPC OH S     -   0.99994098  x   0.99994240  =   0.99988339
 JX2026!UTM  17      -   0.99994098  x   0.99960028  =   0.99954129
 JX2026
 JX2026                          SUPERSEDED SURVEY CONTROL
 JX2026
 JX2026  NAD 83(1986)-  39 35 27.88197(N)    080 56 40.75852(W) AD(       ) 2
 JX2026  NAD 27      -  39 35 27.61350(N)    080 56 41.37280(W) AD(       ) 2
 JX2026
 JX2026.Superseded values are not recommended for survey control.
 JX2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2026.See file dsdata.txt to determine how the superseded data were derived.
 JX2026
 JX2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0475282374(NAD 83)
 JX2026_MARKER: DB = BENCH MARK DISK
 JX2026_SETTING: 0 = UNSPECIFIED SETTING
 JX2026
 JX2026  HISTORY     - Date     Condition        Report By
 JX2026  HISTORY     - 1963     MONUMENTED       USGS
 JX2026
 JX2026                          STATION DESCRIPTION
 JX2026
 JX2026'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX2026'THE STATION IS LOCATED ON A HEAVILY WOODED HILL KNOWN AS BUCK
 JX2026'KNOB, ABOUT 7
 JX2026'MILES NORTH-NORTHWEST OF MIDDLEBOURNE, 3-1/2 MILES NORTHEAST OF
 JX2026'SISTERSVILLE, 1 MILE SOUTH OF PADEN CITY
 JX2026'AND ON THE PROPERTY OF MR. RONALD HASSIG.  IT IS A U.S.
 JX2026'GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE
 JX2026'TOP OF A 6 X 6 INCH GRANITE POST PROJECTING
 JX2026'12 INCHES AND THE DISK IS STAMPED POLLOCK 1903 1957.  IT IS 2
 JX2026'FEET NORRTHEAST OF A WITNESS POST AND 5
 JX2026'FEET WEST OF THE CENTERLINE OF A TRACK ROAD.
 JX2026'
 JX2026'TO REACH FROM THE POST OFFICE IN PADEN CITY, GO EAST ON MAIN STREET
 JX2026'FOR 0.1 MILE TO THE JUNCTION
 JX2026'WITH STATE HIGHWAY 2 (FOURTH AVENUE).  TURN RIGHT AND GO SOUTH ON
 JX2026'HIGHWAY 2 (FOURTH AVENUE) FOR 0.25
 JX2026'MILE TO A SIDE STREET LEFT.  TURN LEFT AND GO EAST ON A PAVED
 JX2026'STREET FOR 0.15 MILE TO A CROSS STREET.
 JX2026'CONTINUE EAST-SOUTHEAST UP A STEEP HILL ON A
 JX2026'GRAVELED ROAD FOR 0.9 MILE TO A FROK.  TAKE THE RIGHT FORK
 JX2026'AND GO SOUTHEAST AND SOUTH ON A
 JX2026'GRAVELED ROAD FOR 0.3 MILE TO A DIM TRACK ROAD RIGHT JUST BEFORE
 JX2026'REACHING A HOUSE.  TURN SHARP RIGHT
 JX2026'AND GO NORTHWEST AND NORTH UP A STEEP HILL THROUGH WOODS ON THE TRACK
 JX2026'ROAD FOR 0.15 MILE TO THE TOP OF
 JX2026'THE HILL AND THE STATION ON THE LEFT.
 JX2026'
 JX2026'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BUCK KNOB
 JX2026'THE DISTANCE BEING 42.739
 JX2026'FEET AND 13.0268 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2921 ***********************************************************************
 HX2921  DESIGNATION -  POND RIDGE FIRE TOWER
 HX2921  PID         -  HX2921
 HX2921  STATE/COUNTY-  WV/CLAY
 HX2921  USGS QUAD   -  SWANDALE (1976)
 HX2921
 HX2921                         *CURRENT SURVEY CONTROL
 HX2921  ___________________________________________________________________
 HX2921* NAD 83(1995)-  38 28 49.65611(N)    080 52 58.40841(W)     ADJUSTED  
 HX2921* NAVD 88     -                                                        
 HX2921  ___________________________________________________________________
 HX2921  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 HX2921  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HX2921
 HX2921  HORZ ORDER  -  THIRD
 HX2921
 HX2921.The horizontal coordinates were established by classical geodetic methods
 HX2921.and adjusted by the National Geodetic Survey in April 1998..
 HX2921
 HX2921
 HX2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2921
 HX2921.The geoid height was determined by GEOID03.
 HX2921
 HX2921;                    North         East     Units Scale Factor Converg.
 HX2921;SPC WV S     -   164,322.277   610,217.855   MT  0.99993898   +0 04 20.6
 HX2921;UTM  17      - 4,259,131.741   510,214.396   MT  0.99960128   +0 04 22.3
 HX2921
 HX2921                          SUPERSEDED SURVEY CONTROL
 HX2921
 HX2921  NAD 83(1986)-  38 28 49.66378(N)    080 52 58.41820(W) AD(       ) 4
 HX2921  NAD 27      -  38 28 49.29300(N)    080 52 59.05400(W) AD(       ) 3
 HX2921
 HX2921.Superseded values are not recommended for survey control.
 HX2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2921.See file dsdata.txt to determine how the superseded data were derived.
 HX2921
 HX2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC1021459132(NAD 83)
 HX2921_MARKER: 57 = LOOKOUT TOWER
 HX2921
 HX2921  HISTORY     - Date     Condition        Report By
 HX2921  HISTORY     - 1961     FIRST OBSERVED   CGS
 HX2921
 HX2921                          STATION DESCRIPTION
 HX2921
 HX2921'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2921'STATION IS LOCATED ON THE SUMMIT OF A PROMINENT WOODED HILL NEAR THE
 HX2921'POND RIDGE FIRE
 HX2921'TOWER.  IT IS ABOUT 7 MILES SOUTHWEST OF BIRCH RIVER ABOUT
 HX2921'
 HX2921'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 19 AND A
 HX2921'NARROW TAR ROAD
 HX2921'LEADING WEST AT BIRCH RIVER, GO WEST ON TAR ROAD AS
 HX2921'SIGN WIDEN 9 MORRIS 5 FOR 3.45
 HX2921'MILES TO FORKS, TAKE LEFT FORK AND GO
 HX2921'SOUTHWEST FOR 6.6 MILES TO A CROSSROAD.  CONTINUE
 HX2921'SOUTHERLY ON TAR ROAD
 HX2921'FOR 0.75 MILE TO A DIRT ROAD ON THE RIGHT (STRAIGHT AHEAD), GO
 HX2921'SOUTHERLY ON DIRT
 HX2921'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 HX2921'SOUTHERLY FOR 0.3 MILE TO A
 HX2921'GATE ON THE LEFT.  TURN LEFT PASS THROUGH GATE AND
 HX2921'GO EAST UP HILL FOR 0.15 MILE TO
 HX2921'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2997 ***********************************************************************
 HX2997  DESIGNATION -  POPLAR ECC
 HX2997  PID         -  HX2997
 HX2997  STATE/COUNTY-  WV/ROANE
 HX2997  USGS QUAD   -  SPENCER (1986)
 HX2997
 HX2997                         *CURRENT SURVEY CONTROL
 HX2997  ___________________________________________________________________
 HX2997* NAD 83(1995)-  38 46 51.79607(N)    081 21 19.96943(W)     ADJUSTED  
 HX2997* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 HX2997  ___________________________________________________________________
 HX2997  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 HX2997  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HX2997
 HX2997  HORZ ORDER  -  SECOND
 HX2997
 HX2997.The horizontal coordinates were established by classical geodetic methods
 HX2997.and adjusted by the National Geodetic Survey in April 1998..
 HX2997
 HX2997.The orthometric height was scaled from a topographic map.
 HX2997
 HX2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2997
 HX2997.The geoid height was determined by GEOID03.
 HX2997
 HX2997;                    North         East     Units Scale Factor Converg.
 HX2997;SPC WV S     -   197,742.169   569,106.240   MT  0.99997981   -0 13 11.3
 HX2997;UTM  17      - 4,292,540.435   469,117.855   MT  0.99961174   -0 13 21.7
 HX2997
 HX2997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2997!SPC WV S     -   0.99994974  x   0.99997981  =   0.99992955
 HX2997!UTM  17      -   0.99994974  x   0.99961174  =   0.99956150
 HX2997
 HX2997:                Primary Azimuth Mark                     Grid Az
 HX2997:SPC WV S     -  SPENCER MONONGA PUB SER STK              008 31 32.6
 HX2997:UTM  17      -  SPENCER MONONGA PUB SER STK              008 31 43.0
 HX2997
 HX2997|---------------------------------------------------------------------|
 HX2997| PID    Reference Object                     Distance      Geod. Az  |
 HX2997|                                                           dddmmss.s |
 HX2997| HX2999 SPENCER MONONGA PUB SER STK         APPROX. 2.0 KM 0081821.3 |
 HX2997| DC4124 POPLAR ECC RM 1                       7.250 METERS 06659     |
 HX2997| DC4123 POPLAR ECC AZ MK                                   0991128.0 |
 HX2997| DC4125 POPLAR ECC RM 2                       7.224 METERS 26652     |
 HX2997| HX3000 SPENCER MUNICIPAL TANK              APPROX. 4.3 KM 3432841.1 |
 HX2997|---------------------------------------------------------------------|
 HX2997
 HX2997                          SUPERSEDED SURVEY CONTROL
 HX2997
 HX2997  NAD 83(1986)-  38 46 51.80226(N)    081 21 19.97574(W) AD(       ) 2
 HX2997  NAD 27      -  38 46 51.48500(N)    081 21 20.54400(W) AD(       ) 2
 HX2997
 HX2997.Superseded values are not recommended for survey control.
 HX2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2997.See file dsdata.txt to determine how the superseded data were derived.
 HX2997
 HX2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6911892540(NAD 83)
 HX2997_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HX2997_SETTING: 0 = UNSPECIFIED SETTING
 HX2997
 HX2997  HISTORY     - Date     Condition        Report By
 HX2997  HISTORY     - 1944     MONUMENTED       SCS
 HX2997
 HX2997                          STATION DESCRIPTION
 HX2997
 HX2997'DESCRIBED BY SOIL CONSERVATION SERVICE 1944 (FN)
 HX2997'STATION
 HX2997'IS LOCATED ABOUT
 HX2997'1-1/2 MILES S OF THE VILLAGE OF SPENCER, ON THE
 HX2997'SUMMIT OF A BRUSHY KNOB LOCALLY
 HX2997'KNOWN AS TURKEY KNOB, AND ON LAND
 HX2997'OWNED BY MR. F.E. VANDALE.
 HX2997'
 HX2997'STATION IS MARKED BY A SOIL CONSERVATION SURVEY STANDARD CAP
 HX2997'FASTENED ON THE
 HX2997'TOP OF A 2-INCH CAST-IRON PIPE PROJECTING ABOUT 8
 HX2997'INCHES.  IT IS STAMPED POPLAR ECC 1936.
 HX2997'
 HX2997'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE
 HX2997'AT THE END OF A
 HX2997'4-INCH DRAINAGE PIPE WHICH PROJECTS ABOUT 10 INCHES
 HX2997'ABOVE THE GROUND.  IT IS STAMPED
 HX2997'POPLAR ECC NO 1 1944.
 HX2997'
 HX2997'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE
 HX2997'AT THE END OF A
 HX2997'4-INCH DRAINAGE PIPE WHICH PROJECTS ABOUT 10 INCHES
 HX2997'ABOVE THE GROUND.  IT IS STAMPED
 HX2997'POPLAR ECC NO 2 1944.
 HX2997'
 HX2997'AZIMUTH MARK IS 18 FEET SE OF THE APPROXIMATE CENTER LINE
 HX2997'OF STATE HIGHWAY
 HX2997'36, AT A SHARP CURVE, 3 FEET W OF A WITNESS
 HX2997'POST, AND 2 FEET OUTSIDE OF A
 HX2997'CABLE-AND WOODEN-POST GUARDRAIL.
 HX2997'IT IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 HX2997'IN OUTCROPPING
 HX2997'BEDROCK AND IS STAMPED POPLAR ECC 1944.
 HX2997'
 HX2997'TO REACH THE STATION FROM THE PUBLIC SQUARE IN SPENCER, GO
 HX2997'S ON U.S. HIGHWAY
 HX2997'119 FOR 0.75 MILE TO THE JUNCTION OF STATE
 HX2997'HIGHWAY 36.  TURN LEFT ON HIGHWAY 36
 HX2997'AND GO 0.7 MILE TO THE END
 HX2997'OF TRUCK TRAVEL AT A SMALL HOUSE ON THE RIGHT.  THE
 HX2997'STATION IS
 HX2997'ON THE TOP OF HILL TO THE RIGHT OF THE ROAD AND JUST TO THE
 HX2997'LEFT OF THE HEAD
 HX2997'OF THE WASH, ABOUT 1/2 MILE DISTANT.  THE PEAK
 HX2997'OF THE HILL IS HIDDEN FROM VIEW BY
 HX2997'A LINE OF TREES ALONG THE N
 HX2997'SLOPE.  FROM THE HOUSE PACK UP THE WASH TO THE TOP OF
 HX2997'THE RIDGE,
 HX2997'THEN LEFT ACROSS THE CORNER OF A HAYFIELD TO THE HIGHEST POINT
 HX2997'AND STATION.
 HX2997'
 HX2997'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, CONTINUE
 HX2997'ON STATE HIGHWAY
 HX2997'36 FOR 0.85 MILE TO THE MARK ON THE RIGHT.
 HX2997'
 HX2997'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3017 ***********************************************************************
 HX3017  DESIGNATION -  PORTER
 HX3017  PID         -  HX3017
 HX3017  STATE/COUNTY-  WV/CLAY
 HX3017  USGS QUAD   -  ELKHURST (1976)
 HX3017
 HX3017                         *CURRENT SURVEY CONTROL
 HX3017  ___________________________________________________________________
 HX3017* NAD 83(1995)-  38 29 38.27007(N)    081 14 09.79231(W)     ADJUSTED  
 HX3017* NAVD 88     -       393.7    (meters)    1292.     (feet)  VERTCON   
 HX3017  ___________________________________________________________________
 HX3017  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 HX3017  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HX3017
 HX3017  HORZ ORDER  -  THIRD
 HX3017
 HX3017.The horizontal coordinates were established by classical geodetic methods
 HX3017.and adjusted by the National Geodetic Survey in April 1998..
 HX3017
 HX3017.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3017
 HX3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3017
 HX3017.The geoid height was determined by GEOID03.
 HX3017
 HX3017;                    North         East     Units Scale Factor Converg.
 HX3017;SPC WV S     -   165,840.962   579,407.942   MT  0.99994023   -0 08 45.3
 HX3017;UTM  17      - 4,260,650.047   479,414.913   MT  0.99960522   -0 08 48.9
 HX3017
 HX3017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3017!SPC WV S     -   0.99994337  x   0.99994023  =   0.99988360
 HX3017!UTM  17      -   0.99994337  x   0.99960522  =   0.99954861
 HX3017
 HX3017:                Primary Azimuth Mark                     Grid Az
 HX3017:SPC WV S     -  MAYSEL UNITED NATURAL GAS MAST           062 01 48.0
 HX3017:UTM  17      -  MAYSEL UNITED NATURAL GAS MAST           062 01 51.6
 HX3017
 HX3017|---------------------------------------------------------------------|
 HX3017| PID    Reference Object                     Distance      Geod. Az  |
 HX3017|                                                           dddmmss.s |
 HX3017| HX2964 MAYSEL UNITED NATURAL GAS MAST      APPROX. 5.0 KM 0615302.7 |
 HX3017| HX3022 GLEN ATT RELAY TOWER                APPROX.12.3 KM 1892054.8 |
 HX3017| HX3025 CLENDENIN UNITED GAS CO RADIO       APPROX. 7.4 KM 2685728.8 |
 HX3017| HX3026 BROAD                               APPROX. 7.4 KM 2744300.9 |
 HX3017|---------------------------------------------------------------------|
 HX3017
 HX3017                          SUPERSEDED SURVEY CONTROL
 HX3017
 HX3017  NAD 83(1986)-  38 29 38.27784(N)    081 14 09.79995(W) AD(       ) 3
 HX3017  NAD 27      -  38 29 37.92320(N)    081 14 10.38140(W) AD(       ) 3
 HX3017  NGVD 29 (07/19/86)  393.9    (m)         1292.     (f) VERT ANG       
 HX3017
 HX3017.Superseded values are not recommended for survey control.
 HX3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3017.See file dsdata.txt to determine how the superseded data were derived.
 HX3017
 HX3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7941560650(NAD 83)
 HX3017_MARKER: DS = TRIANGULATION STATION DISK
 HX3017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3017
 HX3017  HISTORY     - Date     Condition        Report By
 HX3017  HISTORY     - 1961     MONUMENTED       CGS
 HX3017  HISTORY     - 1973     GOOD             LOCSUR
 HX3017
 HX3017                          STATION DESCRIPTION
 HX3017
 HX3017'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX3017'STATION IS LOCATED ABOUT 7-1/2 MILES EAST OF CLENDENIN, ABOUT 3-1/2
 HX3017'MILES NORTHEAST OF
 HX3017'QUEEN SHOALS AND ON A TIMBERED RIDGE ON THE SOUTH SIDE OF THE
 HX3017'ELK RIVER.  IT IS 29.5 FEET
 HX3017'EAST OF THE CENTER OF A DIRT ROAD, 19 FEET
 HX3017'EAST OF A TWIN OAK TREE WITH A TRIANGLE BLAZE,
 HX3017'14 FEET NORTH OF A 10 INCH
 HX3017'OAK TREE AND 3 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 HX3017'STATION IS MARKED BY
 HX3017'A STANDARD DISK CEMENTED IN THE TOP OF A 12 BY 12 INCH CONCRETE
 HX3017'MONUMENT THAT PROJECTS 6
 HX3017'INCHES AND THE DISK IS STAMPED PORTER 1961.
 HX3017'
 HX3017'TO REACH THE STATION FROM CLENDENIN GO EAST ON STATE HIGHWAY NO. 4
 HX3017'FOR 4.0 MILES TO A
 HX3017'SIDE ROAD RIGHT AT QUEEN SHOALS.  CONTINUE EASTERLY ON
 HX3017'STATE HIGHWAY NO. 4 FOR 6.65 MILES TO
 HX3017'BRIDGE ON THE RIGHT AND SIGN CAMP
 HX3017'CREEK.  TURN RIGHT CROSSING BRIDGE OVER ELK RIVER AND GO
 HX3017'SOUTHEASTERLY UP GRADE
 HX3017'FOR 1.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT ON DIRT ROAD AND GO
 HX3017'SOUTHERLY FOR 0.35 MILE
 HX3017'TO FORKS.  CONTINUE UP HILL ON MAIN TRAVELED ROAD
 HX3017'FOR 0.2 MILE TO A SCHOOL HOUSE ON RIGHT.
 HX3017'CONTINUE ON ROAD ALONG CREST OF
 HX3017'RIDGE FOR 0.65 MILE TO FORKS.  TAKE RIGHT FORK OF THREE AND
 HX3017'GO NORTHERLY UP HILL
 HX3017'FOR 0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 HX3017'
 HX3017'REFERENCE MARK NO. 1 IS 45.5 FEET EAST OF APPROXIMATE CENTER OF A
 HX3017'DIRT ROAD.  IT IS
 HX3017'MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A
 HX3017'12 BY 12 INCH CONCRETE MONUMENT THAT
 HX3017'PROJECTS 8 INCHES AND THE DISK IS
 HX3017'STAMPED PORTER NO 1 1961.
 HX3017'
 HX3017'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE APPROXIMATE CENTER OF
 HX3017'DIRT ROAD, 19 FEET
 HX3017'SOUTH OF AN 18 INCH OAK TREE AND 18 FEET NORTHWEST OF
 HX3017'AN 18 INCH OAK TREE.  IT IS MARKED BY
 HX3017'A STANDARD DISK CEMENTED IN THE TOP
 HX3017'OF A 12 BY 12 INCH CONCRETE MONUMENT THAT PROJECTS 4
 HX3017'INCHES AND THE DISK IS
 HX3017'STAMPED PORTER NO 2 1961.
 HX3017'
 HX3017'NO SUITABLE PLACE WAS FOUND FOR AZIMUTH MARK TO BE SET AND BE
 HX3017'VISIBLE FROM THE  GROUND.
 HX3017'
 HX3017'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 HX3017
 HX3017                          STATION RECOVERY (1973)
 HX3017
 HX3017'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (LGS)
 HX3017'PORTER 1961 RECOVERED VERY GOOD - DESCRIPTION ADEQUATE AND
 HX3017'CORRECT.
 HX3017'
 HX3017'PORTER IS LOCATED ON PROPERTY OF RONALD BUFFINGTON.
 HX3017'
 HX3017'DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES EAST OF
 HX3017'CLENDENIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2861 ***********************************************************************
 HX2861  DESIGNATION -  POTATO 2 USFS 1961
 HX2861  PID         -  HX2861
 HX2861  STATE/COUNTY-  WV/WEBSTER
 HX2861  USGS QUAD   -  SKELT (1982)
 HX2861
 HX2861                         *CURRENT SURVEY CONTROL
 HX2861  ___________________________________________________________________
 HX2861* NAD 83(1995)-  38 31 32.95187(N)    080 17 57.55966(W)     ADJUSTED  
 HX2861* NAVD 88     -      1078.     (meters)    3537.     (feet)  SCALED    
 HX2861  ___________________________________________________________________
 HX2861  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 HX2861  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX2861
 HX2861  HORZ ORDER  -  SECOND
 HX2861
 HX2861.The horizontal coordinates were established by classical geodetic methods
 HX2861.and adjusted by the National Geodetic Survey in April 1998..
 HX2861
 HX2861.The orthometric height was scaled from a topographic map.
 HX2861
 HX2861.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2861
 HX2861.The geoid height was determined by GEOID03.
 HX2861
 HX2861;                    North         East     Units Scale Factor Converg.
 HX2861;SPC WV S     -   169,581.696   661,096.202   MT  0.99994338   +0 25 59.4
 HX2861;UTM  17      - 4,264,391.075   561,076.148   MT  0.99964594   +0 26 11.2
 HX2861
 HX2861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2861!SPC WV S     -   0.99983574  x   0.99994338  =   0.99977913
 HX2861!UTM  17      -   0.99983574  x   0.99964594  =   0.99948174
 HX2861
 HX2861                          SUPERSEDED SURVEY CONTROL
 HX2861
 HX2861  NAD 83(1986)-  38 31 32.95763(N)    080 17 57.57198(W) AD(       ) 2
 HX2861  NAD 27      -  38 31 32.56430(N)    080 17 58.29570(W) AD(       ) 2
 HX2861
 HX2861.Superseded values are not recommended for survey control.
 HX2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2861.See file dsdata.txt to determine how the superseded data were derived.
 HX2861
 HX2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC6107664391(NAD 83)
 HX2861_MARKER: DD = SURVEY DISK
 HX2861_SETTING: 0 = UNSPECIFIED SETTING
 HX2861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2861
 HX2861  HISTORY     - Date     Condition        Report By
 HX2861  HISTORY     - 1961     MONUMENTED       USFS
 HX2861
 HX2861                          STATION DESCRIPTION
 HX2861
 HX2861'DESCRIBED BY US FOREST SERVICE 1961 (SCM)
 HX2861'STATION IS LOCATED ON THE HIGHEST PART OF POINT
 HX2861'MOUNTAIN WHICH IS
 HX2861'LOCALLY KNOWN AS POTATO KNOB, ABOUT 7 MILES NORTHEAST
 HX2861'OF WEBSTER SPRINGS.  STATION IS OF
 HX2861'STEEL CONSTRUCTION ABOUT 65 FEET HIGH.
 HX2861'THE POINT INTERSECTED WAS THE APEX OF THE CABIN.
 HX2861'
 HX2861'A U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE DISK SET IN CONCRETE
 HX2861'IN A 4-INCH TILE
 HX2861'AND STAMPED POTATO NO 2 1506 1934 PROJECTING 8 INCHES,
 HX2861'IS SET DIRECTLY UNDER THE CENTER OF
 HX2861'LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1755 ***********************************************************************
 JW1755  DESIGNATION -  POTOMAC
 JW1755  PID         -  JW1755
 JW1755  STATE/COUNTY-  WV/GRANT
 JW1755  USGS QUAD   -  MAYSVILLE (1995)
 JW1755
 JW1755                         *CURRENT SURVEY CONTROL
 JW1755  ___________________________________________________________________
 JW1755* NAD 83(1995)-  39 00 13.43108(N)    079 10 10.39252(W)     ADJUSTED  
 JW1755* NAVD 88     -       306.3    (meters)    1005.     (feet)  GPS OBS   
 JW1755  ___________________________________________________________________
 JW1755  X           -     932,616.538 (meters)                     COMP
 JW1755  Y           -  -4,874,871.805 (meters)                     COMP
 JW1755  Z           -   3,992,811.695 (meters)                     COMP
 JW1755  LAPLACE CORR-          -6.59  (seconds)                    DEFLEC99
 JW1755  ELLIP HEIGHT-         274.56  (meters)          (10/04/01) GPS OBS
 JW1755  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JW1755
 JW1755  HORZ ORDER  -  FIRST
 JW1755  ELLP ORDER  -  FOURTH    CLASS II
 JW1755
 JW1755.The horizontal coordinates were established by GPS observations
 JW1755.and adjusted by the National Geodetic Survey in October 2001..
 JW1755
 JW1755.The orthometric height was determined by GPS observations and a
 JW1755.high-resolution geoid model.
 JW1755
 JW1755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1755
 JW1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1755
 JW1755.The ellipsoidal height was determined by GPS observations
 JW1755.and is referenced to NAD 83.
 JW1755
 JW1755.The geoid height was determined by GEOID03.
 JW1755
 JW1755;                    North         East     Units Scale Factor Converg.
 JW1755;SPC WV N     -    55,975.502   628,623.806   MT  0.99999930   +0 12 38.7
 JW1755;UTM  17      - 4,318,784.348   658,498.915   MT  0.99990934   +1 09 08.2
 JW1755
 JW1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1755!SPC WV N     -   0.99995692  x   0.99999930  =   0.99995622
 JW1755!UTM  17      -   0.99995692  x   0.99990934  =   0.99986627
 JW1755
 JW1755                          SUPERSEDED SURVEY CONTROL
 JW1755
 JW1755  NAD 83(1995)-  39 00 13.43380(N)    079 10 10.39540(W) AD(       ) 1
 JW1755  ELLIP H (04/01/98)  274.53   (m)                       GP(       ) 4 1
 JW1755  NAD 83(1995)-  39 00 13.44310(N)    079 10 10.40327(W) AD(       ) 1
 JW1755
 JW1755.Superseded values are not recommended for survey control.
 JW1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1755.See file dsdata.txt to determine how the superseded data were derived.
 JW1755
 JW1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD5849918784(NAD 83)
 JW1755_MARKER: DD = SURVEY DISK
 JW1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1755_SP_SET: CONCRETE POST
 JW1755_STAMPING: POTOMAC GPS 1992
 JW1755_MARK LOGO: USFS  
 JW1755_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1755+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JW1755
 JW1755  HISTORY     - Date     Condition        Report By
 JW1755  HISTORY     - 1992     MONUMENTED       USFS
 JW1755
 JW1755                          STATION DESCRIPTION
 JW1755
 JW1755'DESCRIBED BY US FOREST SERVICE 1992
 JW1755'LOCATED AT POTOMAC RANGER STATION IN THE COUNTY OF GRANT IN THE STATE
 JW1755'OF WEST VIRGINIA.
 JW1755'TO REACH - FROM PETERSBURG, WEST VIRGINIA PROCEED WEST ON ROUTE 28 FOR
 JW1755'APPROXIMATELY 3 MI (4.8 KM) TO POTOMAC RANGER STATION.  TURN LEFT ON
 JW1755'GRAVEL ROAD.  STATION IS LOCATED ON THE RIGHT AT THE TOP OF THE
 JW1755'SLOPE.
 JW1755'THE STATION IS A BRASS DISC STAMPED POTOMAC GPS 1992 AND IS SET IN A
 JW1755'10 IN X 10 IN CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1271 ***********************************************************************
 JW1271  DESIGNATION -  POWERLINE POLE NO RM 656 1956
 JW1271  PID         -  JW1271
 JW1271  STATE/COUNTY-  WV/HARDY
 JW1271  USGS QUAD   -  RIG (1981)
 JW1271
 JW1271                         *CURRENT SURVEY CONTROL
 JW1271  ___________________________________________________________________
 JW1271* NAD 83(1995)-  39 00 50.56268(N)    079 00 07.92942(W)     ADJUSTED  
 JW1271* NAVD 88     -                                                        
 JW1271  ___________________________________________________________________
 JW1271  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 JW1271  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JW1271
 JW1271  HORZ ORDER  -  THIRD
 JW1271
 JW1271.The horizontal coordinates were established by classical geodetic methods
 JW1271.and adjusted by the National Geodetic Survey in April 1998..
 JW1271
 JW1271
 JW1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1271
 JW1271.The geoid height was determined by GEOID03.
 JW1271
 JW1271;                    North         East     Units Scale Factor Converg.
 JW1271;SPC WV N     -    57,187.358   643,113.537   MT  0.99999737   +0 19 02.9
 JW1271;UTM  17      - 4,320,233.913   672,965.923   MT  0.99996839   +1 15 28.6
 JW1271
 JW1271                          SUPERSEDED SURVEY CONTROL
 JW1271
 JW1271  NAD 83(1995)-  39 00 50.56962(N)    079 00 07.93622(W) AD(       ) 4
 JW1271  NAD 83(1986)-  39 00 50.57019(N)    079 00 07.93575(W) AD(       ) 4
 JW1271  NAD 27      -  39 00 50.17600(N)    079 00 08.82500(W) AD(       ) 3
 JW1271
 JW1271.Superseded values are not recommended for survey control.
 JW1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1271.See file dsdata.txt to determine how the superseded data were derived.
 JW1271
 JW1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD7296620234(NAD 83)
 JW1271_MARKER: 61 = POLE
 JW1271
 JW1271  HISTORY     - Date     Condition        Report By
 JW1271  HISTORY     - 1956     FIRST OBSERVED   CGS
 JW1271
 JW1271                          STATION DESCRIPTION
 JW1271
 JW1271'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3459 ***********************************************************************
 HW3459  DESIGNATION -  PROPS
 HW3459  PID         -  HW3459
 HW3459  STATE/COUNTY-  WV/PENDLETON
 HW3459  USGS QUAD   -  SUGAR GROVE (1981)
 HW3459
 HW3459                         *CURRENT SURVEY CONTROL
 HW3459  ___________________________________________________________________
 HW3459* NAD 83(1995)-  38 36 49.04196(N)    079 19 27.30535(W)     ADJUSTED  
 HW3459* NAVD 88     -       961.5    (meters)    3155.     (feet)  VERTCON   
 HW3459  ___________________________________________________________________
 HW3459  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 HW3459  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HW3459
 HW3459  HORZ ORDER  -  THIRD
 HW3459
 HW3459.The horizontal coordinates were established by classical geodetic methods
 HW3459.and adjusted by the National Geodetic Survey in April 1998..
 HW3459
 HW3459.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3459
 HW3459.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3459
 HW3459.The geoid height was determined by GEOID03.
 HW3459
 HW3459;                    North         East     Units Scale Factor Converg.
 HW3459;SPC WV S     -   180,416.333   745,935.536   MT  0.99995367   +1 02 09.4
 HW3459;UTM  17      - 4,275,232.991   645,896.519   MT  0.99986213   +1 02 45.5
 HW3459
 HW3459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3459!SPC WV S     -   0.99985405  x   0.99995367  =   0.99980773
 HW3459!UTM  17      -   0.99985405  x   0.99986213  =   0.99971620
 HW3459
 HW3459|---------------------------------------------------------------------|
 HW3459| PID    Reference Object                     Distance      Geod. Az  |
 HW3459|                                                           dddmmss.s |
 HW3459| DC4133 PROPS RM 1                           14.112 METERS 16846     |
 HW3459| DC4134 PROPS RM 2                           15.413 METERS 25346     |
 HW3459| DC4132 PROPS AZ MK                                        3322425.1 |
 HW3459| HW3457 FRANKLIN CO COURTHOUSE BELFRY       APPROX. 4.5 KM 3483044.4 |
 HW3459|---------------------------------------------------------------------|
 HW3459
 HW3459                          SUPERSEDED SURVEY CONTROL
 HW3459
 HW3459  NAD 83(1995)-  38 36 49.04323(N)    079 19 27.30825(W) AD(       ) 3
 HW3459  NAD 83(1986)-  38 36 49.04446(N)    079 19 27.31166(W) AD(       ) 3
 HW3459  NAD 27      -  38 36 48.62460(N)    079 19 28.17470(W) AD(       ) 3
 HW3459  NGVD 29 (07/19/86)  961.6    (m)         3155.     (f) VERT ANG       
 HW3459
 HW3459.Superseded values are not recommended for survey control.
 HW3459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3459.See file dsdata.txt to determine how the superseded data were derived.
 HW3459
 HW3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC4589775233(NAD 83)
 HW3459_MARKER: DS = TRIANGULATION STATION DISK
 HW3459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3459
 HW3459  HISTORY     - Date     Condition        Report By
 HW3459  HISTORY     - 1956     MONUMENTED       CGS
 HW3459
 HW3459                          STATION DESCRIPTION
 HW3459
 HW3459'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3459'THE STATION IS LOCATED, AIRLINE, ABOUT 2 MILES SOUTH SOUTHEAST OF
 HW3459'FRANKLIN, 1-1/2 MILES EAST OF
 HW3459'WHERE THORN CREEK EMPTIES INTO THE SOUTH BRANCH OF THE POTOMAC RIVER
 HW3459'AND IT IS ON THE SUMMIT OF A
 HW3459'PROMINENT POINTED HILL LOCALLY KNOWN AS PROPS KNOB.
 HW3459'
 HW3459'THE STATION MARK IS A STANDARD DISK STAMPED PROPS 1956 SET IN THE TOP
 HW3459'OF A 10 INCH SQUARE
 HW3459'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS
 HW3459'24 FEET NORTH OF A TRIANGULAR
 HW3459'BLAZED TREE AND 15 FEET WEST OF A WHITE WITNESS POST.
 HW3459'
 HW3459'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PROPS NO 1 1956
 HW3459'SET IN A DRILL HOLE IN A
 HW3459'SMALL OUTCROPPING BOULDER THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 HW3459'THE MARK IS 1 FOOT WEST OF A SMALL
 HW3459'CAIRN AND IT IS 6 INCHES LOWER THAN THE STATION.
 HW3459'
 HW3459'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PROPS NO 2 1956
 HW3459'SET IN A DRILL HOLE IN A
 HW3459'SMALL OUTCROPPING BOULDER THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 HW3459'THE MARK IS 0.5 FOOT NORTH OF A
 HW3459'SMALL CAIRN AND IT IS 3 FEET LOWER THAN THE STATION.
 HW3459'
 HW3459'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PROPS 1956 SET IN A DRILL
 HW3459'HOLE IN AN OUTCROPPING OF
 HW3459'BEDROCK THAT PROJECTS 1 FOOT ABOVE THE GROUND.  THE MARK IS 73 FEET
 HW3459'SOUTHWEST OF THE CENTERLINE OF A
 HW3459'GRAVELED ROAD, 51 FEET EAST OF A POWER LINE POLE, 38
 HW3459'FEET SOUTHWEST OF A SMALL CREEK AND 2.5 FEET EAST OF A SMALL CAIRN.
 HW3459'
 HW3459'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FRANKLIN GO SOUTH
 HW3459'ON U.S. HIGHWAY 220 FOR 0.15
 HW3459'MILE TO A FORK.  TURN LEFT, SOUTH, AND CROSS THE SOUTH BRANCH OF THE
 HW3459'POTOMAC RIVER OVER A LOW WATER
 HW3459'CONCRETE BRIDGE, KEEP RIGHT AND FOLLOW THE MAIN
 HW3459'TRAVELED ROAD SOUTH AND EAST FOR 1.1 MILES TO THE
 HW3459'AZIMUTH MARK ON THE RIGHT AS
 HW3459'DESCRIBED.  TO REACH THE STATION FROM THE AZIMUTH MARK CONTINUE
 HW3459'STRAIGHT AHEAD ON THE MAIN
 HW3459'TRAVELED ROAD FOR 1.4 MILES TO A WOODEN GATE ON THE RIGHT.  TURN
 HW3459'RIGHT THROUGH THE GATE AND CROSS
 HW3459'A SMALL CREEK AND KEEP RIGHT ON A TRACK ROAD INTO A FIELD.  TURN
 HW3459'LEFT, SOUTH, ON A TRACK ROAD PAST AN
 HW3459'OLD BARN AND THROUGH TWO GATES UP THE MOUNTAIN
 HW3459'FOR 1.25 MILES TO A WOODEN GATE AT THE TOP OF A RIDGE
 HW3459'AT A CULTIVATED FIELD AND THE
 HW3459'END OF TRUCK TRAVEL.  PACK NORTHERLY ACROSS THE FIELD AND THROUGH
 HW3459'WOODS TO THE HIGHEST POINT OF THE
 HW3459'HILL AND THE STATION AS DESCRIBED.  TIME REQUIRED TO PACK THE
 HW3459'MOUNTAIN IS FIVE MINUTES.
 HW3459'
 HW3459'HEIGHT OF LIGHT ABOVE STATION MARK 22.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2833 ***********************************************************************
 HX2833  DESIGNATION -  PROUDFOOT
 HX2833  PID         -  HX2833
 HX2833  STATE/COUNTY-  WV/BARBOUR
 HX2833  USGS QUAD   -  ELLAMORE (1987)
 HX2833
 HX2833                         *CURRENT SURVEY CONTROL
 HX2833  ___________________________________________________________________
 HX2833* NAD 83(1995)-  38 57 35.80268(N)    080 02 36.39203(W)     ADJUSTED  
 HX2833* NAVD 88     -       729.8    (meters)    2394.     (feet)  VERTCON   
 HX2833  ___________________________________________________________________
 HX2833  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 HX2833  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HX2833
 HX2833  HORZ ORDER  -  FIRST
 HX2833
 HX2833.The horizontal coordinates were established by classical geodetic methods
 HX2833.and adjusted by the National Geodetic Survey in April 1998..
 HX2833
 HX2833.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2833
 HX2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2833
 HX2833.The geoid height was determined by GEOID03.
 HX2833
 HX2833;                    North         East     Units Scale Factor Converg.
 HX2833;SPC WV N     -    51,204.438   552,896.942   MT  1.00000781   -0 20 47.7
 HX2833;SPC WV S     -   217,969.916   682,909.815   MT  1.00001722   +0 35 28.8
 HX2833;UTM  17      - 4,312,766.698   582,877.510   MT  0.99968458   +0 36 05.4
 HX2833
 HX2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2833!SPC WV N     -   0.99989043  x   1.00000781  =   0.99989824
 HX2833!SPC WV S     -   0.99989043  x   1.00001722  =   0.99990765
 HX2833!UTM  17      -   0.99989043  x   0.99968458  =   0.99957504
 HX2833
 HX2833:                Primary Azimuth Mark                     Grid Az
 HX2833:SPC WV N     -  WEST VA FISH AND GAME COMM TWR           070 27 54.8
 HX2833:SPC WV S     -  WEST VA FISH AND GAME COMM TWR           069 31 38.3
 HX2833:UTM  17      -  WEST VA FISH AND GAME COMM TWR           069 31 01.7
 HX2833
 HX2833|---------------------------------------------------------------------|
 HX2833| PID    Reference Object                     Distance      Geod. Az  |
 HX2833|                                                           dddmmss.s |
 HX2833| JW1325 WEST VA FISH AND GAME COMM TWR      APPROX.14.5 KM 0700707.1 |
 HX2833| DC4135 PROUDFOOT AZ MK                                    1033925.4 |
 HX2833| HW3598 AIRWAY BEACON 25                    APPROX.14.0 KM 1335302.7 |
 HX2833| HX2834 PROUDFOOT USGS 1941                   4.299 METERS 20318     |
 HX2833| HX2865 AIRWAY BEACON 23                    APPROX.27.2 KM 2220823.9 |
 HX2833| DC4136 PROUDFOOT RM 1                        4.661 METERS 29601     |
 HX2833|---------------------------------------------------------------------|
 HX2833
 HX2833                          SUPERSEDED SURVEY CONTROL
 HX2833
 HX2833  NAD 83(1986)-  38 57 35.80823(N)    080 02 36.40427(W) AD(       ) 1
 HX2833  NAD 27      -  38 57 35.44200(N)    080 02 37.12810(W) AD(       ) 1
 HX2833  NGVD 29 (07/19/86)  730.0    (m)         2395.     (f) VERT ANG       
 HX2833
 HX2833.Superseded values are not recommended for survey control.
 HX2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2833.See file dsdata.txt to determine how the superseded data were derived.
 HX2833
 HX2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8287812767(NAD 83)
 HX2833_MARKER: DS = TRIANGULATION STATION DISK
 HX2833_SETTING: 80 = SET IN A BOULDER
 HX2833_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HX2833
 HX2833  HISTORY     - Date     Condition        Report By
 HX2833  HISTORY     - 1941     MONUMENTED       CGS
 HX2833  HISTORY     - 1956     GOOD             CGS
 HX2833
 HX2833                          STATION DESCRIPTION
 HX2833
 HX2833'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2833'THE STATION IS ABOUT 11 MILES ESE OF BUCKHANNON ON THE HIGHEST HILL
 HX2833'IN THE VICINITY IN A PASTURE ABOUT
 HX2833'100 YARDS NE OF A PUBLIC ROAD.  IT IS ABOUT 4 YARDS NE OF THE HIGHEST
 HX2833'POINT OF THE HILL, IS FLUSH WITH THE
 HX2833'GROUND AND IS STAMPED PROUDFOOT 1941.
 HX2833'
 HX2833'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 1 ARE STANDARD
 HX2833'BRONZE DISKS SET IN CONCRETE.
 HX2833'
 HX2833'REFERENCE MARK NO. 1 IS ABOUT 7 YARDS N OF THE HIGHEST POINT
 HX2833'OF THE HILL, IS
 HX2833'FLUSH WITH THE GROUND, AND IS STAMPED PROUDFOOT
 HX2833'NO. 1 1941.
 HX2833'
 HX2833'U.S. GEOLOGICAL SURVEY TRIANGULATION STATION PROUDFOOT (REFERENCE
 HX2833'MARK NO. 2) IS ON
 HX2833'THE HIGHEST POINT OF THE HILL.  IT IS A
 HX2833'STANDARD U.S.G.S. COMBINATION
 HX2833'TRIANGULATION STATION AND BENCH
 HX2833'MARK DISK SET IN THE TOP CENTER OF A 9- BY
 HX2833'9-INCH SANDSTONE POST
 HX2833'WHICH PROJECTS ABOUT 6 INCHES AND IS UNSTAMPED.
 HX2833'
 HX2833'AZIMUTH MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A
 HX2833'BOULDER, ABOUT 30
 HX2833'YARDS E OF A PASTURE GATE, 18 YARDS W OF A 30-INCH
 HX2833'TREE, 25 FEET S OF THE CENTER OF THE
 HX2833'ROAD, PROJECTS ABOUT A
 HX2833'FOOT, AND IS STAMPED PROUDFOOT 1941.
 HX2833'
 HX2833'TO REACH FROM THE POST OFFICE IN BUCKHANNON, GO EASTERLY ON
 HX2833'U.S. HIGHWAY 33
 HX2833'FOR 11.5 MILES TO THE BRIDGE OVER MIDDLE FORK RIVER
 HX2833'NEAR THE VILLAGE OF ELLAMORE,
 HX2833'THENCE CONTINUE ON HIGHWAY 33 FOR
 HX2833'4.8 MILES TO A DEFORMED CROSS CROSSROADS AND
 HX2833'TURN LEFT, THEN GO
 HX2833'NORTHERLY ON THE MAIN ROAD 3.7 MILES TO ST. VINCENTE CHURCH ON
 HX2833'THE LEFT,
 HX2833'THENCE CONTINUE ON THE MAIN ROAD 1.9 MILES AND TAKE LEFT
 HX2833'FORK UP SMALL HILL,
 HX2833'THENCE WESTERLY 0.15 MILE TO THE AZIMUTH MARK
 HX2833'ON THE LEFT, THENCE CONTINUE STRAIGHT
 HX2833'AHEAD 0.25 MILE TO THE HILL
 HX2833'ON THE RIGHT AND THE STATION.
 HX2833'
 HX2833'LIGHTS ELEVATED 74 FEET AT LEONARD (U.S.G.S.), BEAR, LETZ,
 HX2833'IVY, MOORE, AND
 HX2833'RICH AND 4 FEET AT GOINOUR AND MARTIN WERE SEEN
 HX2833'FROM A 4-FOOT INSTRUMENT STAND AT THE STATION.
 HX2833
 HX2833                          STATION RECOVERY (1956)
 HX2833
 HX2833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HX2833'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 HX2833'GOOD CONDITION.  A COMPLETE
 HX2833'DESCRIPTION FOLLOWS.
 HX2833'
 HX2833'THE STATION IS LOCATED AIRLINE, ABOUT 11 MILES EAST-SOUTHEAST OF
 HX2833'BUCKHANNON, ABOUT 11 MILES
 HX2833'WEST-NORTHWEST OF ELKINS AND ABOUT 7 MILES SOUTHWEST OF BELINGTON ON
 HX2833'THE HIGHEST POINT OF GROUND IN THE
 HX2833'IMMEDIATE VICINITY.  IT IS IN PASTURE LAND AND IS ABOUT 12 FEET
 HX2833'NORTHEAST OF THE HIGHEST POINT.
 HX2833'
 HX2833'THE STATION IS A STANDARD DISK STAMPED PROUDFOOT 1941 SET IN TOP OF A
 HX2833'12-INCH SQUARE CONCRETE
 HX2833'MONUMENT WHICH IS ABOUT FLUSH WITH THE GROUND.  IT IS ABOUT 400 FEET
 HX2833'NORTH OF AN EAST-WEST FARM ROAD.
 HX2833'
 HX2833'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PROUDFOOT NO 1
 HX2833'1941 SET IN TOP OF A 12-INCH
 HX2833'SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE GROUND AND IS
 HX2833'ABOUT 1 FOOT LOWER THAN THE STATION.
 HX2833'
 HX2833'THE US GEOLOGICAL SURVEY BENCH MARK DISK (REFERENCE MARK NO 2) IS A
 HX2833'STANDARD US GEOLOGICAL
 HX2833'SURVEY BENCH MARK DISK WITH NO STAMPING SET IN A DRILL HOLE IN TOP OF
 HX2833'A 9-INCH SQUARE SANDSTONE MONUMENT
 HX2833'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS
 HX2833'ABOUT 1 FOOT HIGHER THAN THE STATION.
 HX2833'
 HX2833'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PROUDFOOT 1941 SET IN A
 HX2833'DRILL HOLE IN A LARGE BOULDER
 HX2833'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 100 FEET
 HX2833'EAST OF THE EAST END OF A GATE
 HX2833'WHICH LEADS INTO A FIELD, 10 FEET NORTH OF AN EAST-WEST
 HX2833'FENCE LINE AND 30 FEET SOUTH OF THE CENTER LINE
 HX2833'OF A FARM ROAD.
 HX2833'
 HX2833'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 33 AND 219 IN
 HX2833'THE NORTH EDGE OF ELKINS, GO
 HX2833'WESTERLY ON US HIGHWAY 33 FOR 7.0 MILES TO THE JUNCTION WITH US
 HX2833'HIGHWAY 250, CONTINUE
 HX2833'SOUTHWESTERLY ON US HIGHWAY 33 FOR 5.2 MILES, TURN RIGHT OFF THE
 HX2833'HIGHWAY AS PER SIGN KINGSVILLE, AND
 HX2833'FOLLOW THE PAVED ROAD NORTHERLY FOR 3.8 MILES TO THE ST.
 HX2833'PARTICK CATHOLIC CHURCH ON THE LEFT, CONTINUE
 HX2833'NORTH ON THE PAVED ROAD FOR 2.1 MILES,
 HX2833'TAKE THE LEFT FORK AND FOLLOW THE GRAVELED ROAD WESTERLY FOR
 HX2833'0.15 MILE TO A GATE ON THE LEFT
 HX2833'WHICH LEADS INTO A FIELD AND THE AZIMUTH MARK, CONTINUE WEST ON THE
 HX2833'ROAD FOR 0.25 MILE TO A GATE ON THE
 HX2833'RIGHT, NORTH SIDE, TURN RIGHT THROUGH THE GATE AND GO NORTHWESTERLY
 HX2833'TO THE HIGHEST POINT OF THE KNOLL IN THE
 HX2833'GRASSY PASTURE LAND AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2834 ***********************************************************************
 HX2834  DESIGNATION -  PROUDFOOT USGS 1941
 HX2834  PID         -  HX2834
 HX2834  STATE/COUNTY-  WV/BARBOUR
 HX2834  USGS QUAD   -  ELLAMORE (1987)
 HX2834
 HX2834                         *CURRENT SURVEY CONTROL
 HX2834  ___________________________________________________________________
 HX2834* NAD 83(1995)-  38 57 35.67463(N)    080 02 36.46265(W)     ADJUSTED  
 HX2834* NAVD 88     -       730.     (meters)    2395.     (feet)  SCALED    
 HX2834  ___________________________________________________________________
 HX2834  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 HX2834  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HX2834
 HX2834  HORZ ORDER  -  SECOND
 HX2834
 HX2834.The horizontal coordinates were established by classical geodetic methods
 HX2834.and adjusted by the National Geodetic Survey in April 1998..
 HX2834
 HX2834.The orthometric height was scaled from a topographic map.
 HX2834
 HX2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2834
 HX2834.The geoid height was determined by GEOID03.
 HX2834
 HX2834;                    North         East     Units Scale Factor Converg.
 HX2834;SPC WV N     -    51,200.500   552,895.218   MT  1.00000782   -0 20 47.8
 HX2834;SPC WV S     -   217,965.950   682,908.155   MT  1.00001721   +0 35 28.8
 HX2834;UTM  17      - 4,312,762.733   582,875.852   MT  0.99968457   +0 36 05.3
 HX2834
 HX2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2834!SPC WV N     -   0.99989043  x   1.00000782  =   0.99989825
 HX2834!SPC WV S     -   0.99989043  x   1.00001721  =   0.99990764
 HX2834!UTM  17      -   0.99989043  x   0.99968457  =   0.99957503
 HX2834
 HX2834                          SUPERSEDED SURVEY CONTROL
 HX2834
 HX2834  NAD 83(1986)-  38 57 35.68018(N)    080 02 36.47488(W) AD(       ) 2
 HX2834  NAD 27      -  38 57 35.31400(N)    080 02 37.19870(W) AD(       ) 2
 HX2834
 HX2834.Superseded values are not recommended for survey control.
 HX2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2834.See file dsdata.txt to determine how the superseded data were derived.
 HX2834
 HX2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8287612763(NAD 83)
 HX2834_MARKER: DD = SURVEY DISK
 HX2834_SETTING: 0 = UNSPECIFIED SETTING
 HX2834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2834
 HX2834  HISTORY     - Date     Condition        Report By
 HX2834  HISTORY     - 1941     MONUMENTED       USGS
 HX2834  HISTORY     - 1956     GOOD             CGS
 HX2834
 HX2834                          STATION DESCRIPTION
 HX2834
 HX2834'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 HX2834'LOCATED BY TRAVERSE FROM STATION PROUDFOOT.
 HX2834'
 HX2834'THE STATION IS ABOUT 11 MILES EAST-SOUTHEAST OF BUCKHANNON ON THE
 HX2834'HIGHEST HILL IN THE
 HX2834'VICINITY IN A PASTURE ABOUT 100 YARDS NORTHEAST OF A PUBLIC ROAD.  IT
 HX2834'IS ON THE HIGHEST POINT OF THE HILL
 HX2834'AND 4.299 METERS OR 14.10 FEET SOUTHWEST OF STATION PROUDFOOT.
 HX2834'IT IS AN UNSTAMPED U. S. GEOLOGICAL SURVEY
 HX2834'COMBINATION TRIANGULATION STATION
 HX2834'AND BENCH MARK DISK SET IN THE TOP CENTER OF A 9-INCH SQUARE
 HX2834'SANDSTONE POST WHICH PROJECTS
 HX2834'ABOUT 6 INCHES.
 HX2834'
 HX2834'TO REACH FROM THE POST OFFICE IN BUCKHANNON, GO EASTERLY ON U. S.
 HX2834'HIGHWAY 33 FOR 11.5 MILES TO THE
 HX2834'BRIDGE OVER MIDDLE FORK RIVER NEAR THE VILLAGE OF ELLAMORE, THENCE
 HX2834'CONTINUE ON 33 FOR 4.8 MILES TO A
 HX2834'DEFORMED CROSS CROSSROADS AND TURN LEFT, THENCE CONTINUE ON THE
 HX2834'MAIN ROAD 1.9 MILES AND TAKE LEFT FORK UP
 HX2834'SMALL HILL, THENCE WESTERLY 0.4 MILE TO THE HILL
 HX2834'ON THE RIGHT AND THE STATION.
 HX2834
 HX2834                          STATION RECOVERY (1956)
 HX2834
 HX2834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HX2834'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE EAST SOUTHEAST OF
 HX2834'BUCKHANNON, 11 MILES AIRLINE WEST NORTHWEST OF
 HX2834'ELKINS AND ABOUT 7 MILES SOUTHWEST OF BELINGTON ON THE HIGHEST GROUND
 HX2834'IN THE VICINITY.
 HX2834'
 HX2834'THE MARK IS A STANDARD BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK WITH
 HX2834'NO STAMPING, SET IN A DRILL HOLE IN TOP OF A 9
 HX2834'INCH SQUARE SANDSTONE MONUMENT PROJECTING ABOUT 6 INCHES.  IT IS
 HX2834'14.103 FEET, 4.299 METERS SOUTHWEST OF TRIANGULATION
 HX2834'STATION PROUDFOOT.  THE CENTER OF THE MARK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1957 ***********************************************************************
 JX1957  DESIGNATION -  PULLMAN
 JX1957  PID         -  JX1957
 JX1957  STATE/COUNTY-  WV/RITCHIE
 JX1957  USGS QUAD   -  PULLMAN (1976)
 JX1957
 JX1957                         *CURRENT SURVEY CONTROL
 JX1957  ___________________________________________________________________
 JX1957* NAD 83(1995)-  39 10 11.94347(N)    080 58 47.01706(W)     ADJUSTED  
 JX1957* NAVD 88     -       416.4    (meters)    1366.     (feet)  VERTCON   
 JX1957  ___________________________________________________________________
 JX1957  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 JX1957  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JX1957
 JX1957  HORZ ORDER  -  SECOND
 JX1957
 JX1957.The horizontal coordinates were established by classical geodetic methods
 JX1957.and adjusted by the National Geodetic Survey in April 1998..
 JX1957
 JX1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1957
 JX1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1957
 JX1957.The geoid height was determined by GEOID03.
 JX1957
 JX1957;                    North         East     Units Scale Factor Converg.
 JX1957;SPC WV N     -    75,432.648   472,133.183   MT  0.99997221   -0 56 37.4
 JX1957;UTM  17      - 4,335,640.395   501,751.270   MT  0.99960004   +0 00 46.1
 JX1957
 JX1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1957!SPC WV N     -   0.99993991  x   0.99997221  =   0.99991212
 JX1957!UTM  17      -   0.99993991  x   0.99960004  =   0.99953998
 JX1957
 JX1957:                Primary Azimuth Mark                     Grid Az
 JX1957:SPC WV N     -  PULLMAN AZ MK                            026 30 49.8
 JX1957:UTM  17      -  PULLMAN AZ MK                            025 33 26.3
 JX1957
 JX1957|---------------------------------------------------------------------|
 JX1957| PID    Reference Object                     Distance      Geod. Az  |
 JX1957|                                                           dddmmss.s |
 JX1957| CX5230 PULLMAN AZ MK                                      0253412.4 |
 JX1957| CX5231 PULLMAN RM 1                          7.629 METERS 11351     |
 JX1957| CX5232 PULLMAN RM 2                          6.557 METERS 32002     |
 JX1957|---------------------------------------------------------------------|
 JX1957
 JX1957                          SUPERSEDED SURVEY CONTROL
 JX1957
 JX1957  NAD 83(1986)-  39 10 11.94852(N)    080 58 47.02517(W) AD(       ) 2
 JX1957  NAD 27      -  39 10 11.65370(N)    080 58 47.63120(W) AD(       ) 2
 JX1957  NGVD 29 (07/19/86)  416.6    (m)         1367.     (f) VERT ANG       
 JX1957
 JX1957.Superseded values are not recommended for survey control.
 JX1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1957.See file dsdata.txt to determine how the superseded data were derived.
 JX1957
 JX1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0175135640(NAD 83)
 JX1957_MARKER: DS = TRIANGULATION STATION DISK
 JX1957_SETTING: 80 = SET IN A BOULDER
 JX1957_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JX1957
 JX1957  HISTORY     - Date     Condition        Report By
 JX1957  HISTORY     - 1956     MONUMENTED       CGS
 JX1957
 JX1957                          STATION DESCRIPTION
 JX1957
 JX1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX1957'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF SMITHVILLE AND 2 MILES
 JX1957'SOUTHWEST OF PULLMAN ON A
 JX1957'PROMINENT ROCKY HILL KNOWN LOCALLY AS LITTLE KING KNOB.  THE DISK IS
 JX1957'CEMENTED FLUSH IN A DRILL HOLE IN STONE
 JX1957'AND IS STAMPED PULLMAN 1956.
 JX1957'
 JX1957'REFERENCE MARK NO. 1 IS CEMENTED FLUSH IN A DRILL HOLE IN STONE AND
 JX1957'THE DISK IS STAMPED PULLMAN
 JX1957'NO 1 1956.
 JX1957'
 JX1957'REFERENCE MARK NO. 2 IS CEMENTED FLUSH IN A DRILL HOLE IN THE STONE
 JX1957'AND THE DISK IS STAMPED
 JX1957'PULLMAN NO 2 1956.
 JX1957'
 JX1957'AZIMUTH MARK IS 11 FEET WEST OF THE APPROXIMATE CENTERLINE OF DIRT
 JX1957'ROAD, 5 FEET SOUTH OF
 JX1957'WITNESS POST AND 0.5 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 8
 JX1957'INCHES AND THE DISK IS STAMPED
 JX1957'PULLMAN 1956.
 JX1957'
 JX1957'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 47 IN THE WEST OF
 JX1957'EDGE OF SMITHVILLE GO NORTHERLY ON
 JX1957'STATE HIGHWAY 16 FOR 7.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 JX1957'AND FOLLOW MAIN GRAVEL ROAD FOR
 JX1957'4.7 MILES TO A FIVE POINT INTERSECTION.  TURN SHARP
 JX1957'RIGHT AND GO SOUTHERLY FOR 0.25 MILE TO AZIMUTH
 JX1957'MARK ON RIGHT JUST BEFORE REACHING
 JX1957'FORKS.  KEEP RIGHT FORK FOR 0.4 MILE TO WOODEN GATE ON RIGHT.
 JX1957'PASS THROUGH GATE AND KEEP SHARP
 JX1957'RIGHT UP HILL, PASSING TO THE RIGHT OF OIL WELL, FOR 0.1 MILE TO ETT.
 JX1957'PACK UP HILL FOR ABOUT 150 YARDS
 JX1957'TO HIGHEST POINT AND STATION AS DESCRIBED.
 JX1957'
 JX1957'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1914 ***********************************************************************
 JX1914  DESIGNATION -  PURG
 JX1914  PID         -  JX1914
 JX1914  STATE/COUNTY-  WV/LEWIS
 JX1914  USGS QUAD   -  WESTON (1977)
 JX1914
 JX1914                         *CURRENT SURVEY CONTROL
 JX1914  ___________________________________________________________________
 JX1914* NAD 83(1995)-  39 00 55.99832(N)    080 22 40.48592(W)     ADJUSTED  
 JX1914* NAVD 88     -       544.9    (meters)    1788.     (feet)  VERTCON   
 JX1914  ___________________________________________________________________
 JX1914  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 JX1914  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JX1914
 JX1914  HORZ ORDER  -  SECOND
 JX1914
 JX1914.The horizontal coordinates were established by classical geodetic methods
 JX1914.and adjusted by the National Geodetic Survey in April 1998..
 JX1914
 JX1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1914
 JX1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1914
 JX1914.The geoid height was determined by GEOID03.
 JX1914
 JX1914;                    North         East     Units Scale Factor Converg.
 JX1914;SPC WV S     -   223,896.577   653,878.637   MT  1.00003085   +0 23 04.5
 JX1914;UTM  17      - 4,318,686.811   553,856.051   MT  0.99963571   +0 23 29.9
 JX1914
 JX1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1914!SPC WV S     -   0.99991956  x   1.00003085  =   0.99995041
 JX1914!UTM  17      -   0.99991956  x   0.99963571  =   0.99955530
 JX1914
 JX1914|---------------------------------------------------------------------|
 JX1914| PID    Reference Object                     Distance      Geod. Az  |
 JX1914|                                                           dddmmss.s |
 JX1914| CX5234 PURG RM 1                            11.723 METERS 05435     |
 JX1914| CX5235 PURG RM 2                             5.708 METERS 14549     |
 JX1914| CX5233 PURG AZ MK                                         3143146.3 |
 JX1914|---------------------------------------------------------------------|
 JX1914
 JX1914                          SUPERSEDED SURVEY CONTROL
 JX1914
 JX1914  NAD 83(1986)-  39 00 56.00330(N)    080 22 40.49637(W) AD(       ) 2
 JX1914  NAD 27      -  39 00 55.65780(N)    080 22 41.18180(W) AD(       ) 2
 JX1914  NGVD 29 (07/19/86)  545.1    (m)         1788.     (f) VERT ANG       
 JX1914
 JX1914.Superseded values are not recommended for survey control.
 JX1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1914.See file dsdata.txt to determine how the superseded data were derived.
 JX1914
 JX1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5385618687(NAD 83)
 JX1914_MARKER: DS = TRIANGULATION STATION DISK
 JX1914_SETTING: 0 = UNSPECIFIED SETTING
 JX1914
 JX1914  HISTORY     - Date     Condition        Report By
 JX1914  HISTORY     - 1956     MONUMENTED       CGS
 JX1914
 JX1914                          STATION DESCRIPTION
 JX1914
 JX1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 JX1914'STATION IS LOCATED ON THE HIGHEST HILL IN LOCAL VICINITY LOCALLY
 JX1914'KNOWN AS PURGATORY HILL, ABOUT
 JX1914'5.0 MILES EAST-SOUTHEAST OF WESTON, ABOUT 7-1/2 MILES WEST-NORTHWEST
 JX1914'OF BUCKHANNON, AND ABOUT 1.0 MILE NORTH OF
 JX1914'HORNER POST OFFICE.  STATION IS 10 FEET WEST OF A
 JX1914'TRIANGLE BLAZED TREE, AND 12 FEET NORTHEAST OF
 JX1914'A BLAZED TREE.  THE MARK IS A STANDARD
 JX1914'DISK BRAZED TO THE TOP OF A 3 INCH IRON PIPE, PROJECTS 6 INCHES
 JX1914'AND THE DISK IS STAMPED PURG 1956.
 JX1914'
 JX1914'REFERENCE MARK NO. 1 IS 28-1/2 FEET NORTHEAST OF A TRIANGLE BLAZED
 JX1914'TREE, AND 4 FEET SOUTHWEST OF
 JX1914'FENCE CORNER.  THE MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 3
 JX1914'INCH IRON PIPE, PROJECTS 6 INCHES AND
 JX1914'THE DISK IS STAMPED PURG NO 1 1956.
 JX1914'
 JX1914'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF A TRIANGLE BLAZED TREE, AND
 JX1914'19 FEET SOUTHEAST OF A BLAZED TREE.
 JX1914'THE MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 3 INCH IRON
 JX1914'PIPE, PROJECTS 6 INCHES AND THE DISK
 JX1914'IS STAMPED PURG NO 2 1956.
 JX1914'
 JX1914'AZIMUTH MARK IS 11 FEET NORTH OF APPROXIMATE CENTERLINE OF FIELD ROAD
 JX1914'1/2 FOOT NORTH OF FENCELINE, AND
 JX1914'2 FEET EAST OF WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JX1914'IS STAMPED PURG 1956.
 JX1914'
 JX1914'TO REACH FROM POST OFFICE IN THE VILLAGE OF HORNER, GO EAST ON U.S.
 JX1914'HIGHWAY NO. 33 FOR 0.05 MILE TO
 JX1914'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.55 MILE TO
 JX1914'SIDE ROAD LEFT.  TURN LEFT AND GO
 JX1914'WESTERLY ON LOGGING ROAD FOR 0.2 MILE TO SAW MILL AND
 JX1914'END OF TRUCK TRAVEL.  PACK WESTERLY UP STEEP HILL
 JX1914'FOR ABOUT 0.3 MILE TO AN OLD LOGGING
 JX1914'ROAD.  TURN RIGHT AND GO NORTHERLY ON OLD LOGGING ROAD FOR ABOUT 0.4
 JX1914'MILE TO END OF ROAD AT BLAZED TREE ON
 JX1914'LEFT.  TURN LEFT AND FOLLOW BLAZED TRAIL TO SUMMIT OF HIGHEST HILL
 JX1914'AND STATION AS DESCRIBED.
 JX1914'
 JX1914'TO REACH AZIMUTH MARK FROM POST OFFICE IN HORNER, GO WESTERLY ON U.S.
 JX1914'HIGHWAY NO. 33 FOR 1.35 MILES TO
 JX1914'SIDE ROAD RIGHT JUST AFTER CROSSING BRIDGE.  TURN RIGHT AND GO
 JX1914'NORTHERLY ON DIRT ROAD FOR 0.8 MILE TO
 JX1914'SIDE ROAD RIGHT AT WOODEN BRIDGE JUST AFTER PASSING WHITE
 JX1914'HOUSE ON LEFT AND JUST BEFORE REACHING WHITE
 JX1914'HOUSE ON RIGHT.  TURN RIGHT AND GO SOUTHERLY
 JX1914'THENCE WESTERLY THENCE SOUTHERLY AND EASTERLY FOR 0.4 MILE TO
 JX1914'AZIMUTH MARK ON LEFT (NORTH) SIDE OR
 JX1914'ROAD AS DESCRIBED.
 JX1914'
 JX1914'STATION MAY ALSO BE REACHED FROM AZIMUTH MARK BY PACKING
 JX1914'SOUTHEASTERLY ACROSS FIELD AND
 JX1914'UP STEEP HILL TO TOP OF HIGHEST HILL AND STATION AT EDGE OF WOODS.
 JX1914'
 JX1914'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3027 ***********************************************************************
 HX3027  DESIGNATION -  PUTNEY USGS 1944
 HX3027  PID         -  HX3027
 HX3027  STATE/COUNTY-  WV/KANAWHA
 HX3027  USGS QUAD   -  QUICK (1976)
 HX3027
 HX3027                         *CURRENT SURVEY CONTROL
 HX3027  ___________________________________________________________________
 HX3027* NAD 83(1995)-  38 17 22.17431(N)    081 22 32.87520(W)     ADJUSTED  
 HX3027* NAVD 88     -       494.     (meters)    1621.     (feet)  SCALED    
 HX3027  ___________________________________________________________________
 HX3027  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 HX3027  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HX3027
 HX3027  HORZ ORDER  -  SECOND
 HX3027
 HX3027.The horizontal coordinates were established by classical geodetic methods
 HX3027.and adjusted by the National Geodetic Survey in April 1998..
 HX3027
 HX3027.The orthometric height was scaled from a topographic map.
 HX3027
 HX3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3027
 HX3027.The geoid height was determined by GEOID03.
 HX3027
 HX3027;                    North         East     Units Scale Factor Converg.
 HX3027;SPC WV S     -   143,185.831   567,125.333   MT  0.99992735   -0 13 56.3
 HX3027;UTM  17      - 4,238,002.431   467,135.950   MT  0.99961330   -0 13 58.3
 HX3027
 HX3027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3027!SPC WV S     -   0.99992761  x   0.99992735  =   0.99985497
 HX3027!UTM  17      -   0.99992761  x   0.99961330  =   0.99954094
 HX3027
 HX3027                          SUPERSEDED SURVEY CONTROL
 HX3027
 HX3027  NAD 83(1986)-  38 17 22.18306(N)    081 22 32.88220(W) AD(       ) 2
 HX3027  NAD 27      -  38 17 21.81200(N)    081 22 33.46800(W) AD(       ) 2
 HX3027
 HX3027.Superseded values are not recommended for survey control.
 HX3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3027.See file dsdata.txt to determine how the superseded data were derived.
 HX3027
 HX3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6713638002(NAD 83)
 HX3027_MARKER: DD = SURVEY DISK
 HX3027_SETTING: 0 = UNSPECIFIED SETTING
 HX3027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX3027
 HX3027  HISTORY     - Date     Condition        Report By
 HX3027  HISTORY     - 1944     MONUMENTED       USGS
 HX3027
 HX3027                          STATION DESCRIPTION
 HX3027
 HX3027'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 HX3027'STATION
 HX3027'IS LOCATED ABOUT 9
 HX3027'MILES BY ROAD NE OF THE TOWN OF CEDAR GROVE
 HX3027'AND 1 MILE E OF PUTNEY.  IT IS
 HX3027'SITUATED UNDER THE DESERT MOUNTAIN
 HX3027'LOOKOUT TOWER AND IS 36.00 FEET NNE OF
 HX3027'TRIANGULATION STATION
 HX3027'DESERT.
 HX3027'
 HX3027'STATION IS MARKED BY A U.S. GEOLOGICAL SURVEY STANDARD DISK
 HX3027'SET FLUSH IN THE
 HX3027'TOP OF A STONE POST THAT PROJECTS ABOUT 8 INCHES.
 HX3027'
 HX3027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 HX3027'21 AND A CONCRETE
 HX3027'ROAD IN CEDAR GROVE, TURN LEFT ON THE CONCRETE
 HX3027'ROAD AND GO 4.75 MILES TO SHEDDS
 HX3027'BRICK STORE ON THE LEFT.  CONTINUE
 HX3027'STRAIGHT AHEAD FOR 0.1 MILE TO A DIRT ROAD SHARP
 HX3027'LEFT
 HX3027'(PUTNEY MINE ROAD), TURN LEFT AND FOLLOW THE MAIN ROAD FOR 3.65
 HX3027'MILES TO A
 HX3027'T-ROAD AT THE CREST OF PUTNEY RIDGE AND A FARMHOUSE
 HX3027'ON THE RIGHT, TURN LEFT AND
 HX3027'GO 0.9 MILE TO THE HIGHEST POINT AND
 HX3027'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0214 ***********************************************************************
 JX0214  DESIGNATION -  Q 1
 JX0214  PID         -  JX0214
 JX0214  STATE/COUNTY-  WV/TAYLOR
 JX0214  USGS QUAD   -  GRAFTON (1976)
 JX0214
 JX0214                         *CURRENT SURVEY CONTROL
 JX0214  ___________________________________________________________________
 JX0214* NAD 83(1986)-  39 20 23.     (N)    080 01 00.     (W)     SCALED    
 JX0214* NAVD 88     -       305.879  (meters)    1003.54   (feet)  ADJUSTED  
 JX0214  ___________________________________________________________________
 JX0214  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JX0214  DYNAMIC HT  -         305.688 (meters)    1002.91  (feet)  COMP
 JX0214  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JX0214
 JX0214  VERT ORDER  -  FIRST     CLASS II
 JX0214
 JX0214.The horizontal coordinates were scaled from a topographic map and have
 JX0214.an estimated accuracy of +/- 6 seconds.
 JX0214
 JX0214.The orthometric height was determined by differential leveling
 JX0214.and adjusted by the National Geodetic Survey in June 1991..
 JX0214.WARNING-Repeat measurements at this control monument indicate possible
 JX0214.vertical movement.
 JX0214
 JX0214.The geoid height was determined by GEOID03.
 JX0214
 JX0214.The dynamic height is computed by dividing the NAVD 88
 JX0214.geopotential number by the normal gravity value computed on the
 JX0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0214.degrees latitude (g = 980.6199 gals.).
 JX0214
 JX0214.The modeled gravity was interpolated from observed gravity values.
 JX0214
 JX0214;                    North         East    Units  Estimated Accuracy
 JX0214;SPC WV N     -    93,350.      555,460.      MT  (+/- 180 meters Scaled)
 JX0214
 JX0214                          SUPERSEDED SURVEY CONTROL
 JX0214
 JX0214  NGVD 29 (??/??/92)  306.073  (m)         1004.17   (f) ADJ UNCH    1 2
 JX0214
 JX0214.Superseded values are not recommended for survey control.
 JX0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0214.See file dsdata.txt to determine how the superseded data were derived.
 JX0214
 JX0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND847549(NAD 83)
 JX0214_MARKER: DB = BENCH MARK DISK
 JX0214_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX0214_STAMPING: Q 1 1933
 JX0214_MARK LOGO: CGS   
 JX0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JX0214+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 JX0214
 JX0214  HISTORY     - Date     Condition        Report By
 JX0214  HISTORY     - 1933     MONUMENTED       CGS
 JX0214  HISTORY     - 1943     GOOD             NGS
 JX0214  HISTORY     - 1983     GOOD             NGS
 JX0214  HISTORY     - 1983     GOOD             NGS
 JX0214  HISTORY     - 1983     GOOD             NGS
 JX0214  HISTORY     - 20050804 GOOD             TERRSV
 JX0214
 JX0214                          STATION DESCRIPTION
 JX0214
 JX0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0214'AT GRAFTON.
 JX0214'AT GRAFTON, TAYLOR COUNTY, 300 FEET EAST OF THE BALTIMORE AND
 JX0214'OHIO RAILROAD STATION, AT THE STEEL HIGHWAY BRIDGE OVER THE TRACKS
 JX0214'AND THE CREEK, IN THE SOUTH FACE OF THE NORTH ABUTMENT, 15 FEET
 JX0214'NORTH OF THE CENTERLINE OF THE NORTH TRACK, AND ABOUT 5-1/2 FEET
 JX0214'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED Q 1 1933 AND
 JX0214'SET VERTICALLY.
 JX0214
 JX0214                          STATION RECOVERY (1983)
 JX0214
 JX0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0214'RECOVERED IN GOOD CONDITION.
 JX0214
 JX0214                          STATION RECOVERY (1983)
 JX0214
 JX0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0214'RECOVERED IN GOOD CONDITION.
 JX0214
 JX0214                          STATION RECOVERY (1983)
 JX0214
 JX0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0214'RECOVERED IN GOOD CONDITION.
 JX0214
 JX0214                          STATION RECOVERY (2005)
 JX0214
 JX0214'RECOVERY NOTE BY TERRA SURV 2005 (JVH)
 JX0214'THE BRIDGE WAL IS SLIGHTLY DETERIORATED, BUT THE MARK AND THE CONCRETE
 JX0214'AROUND IT IS IN GOOD CONDITION. IT IS POSSIBLE TO ESTABLISH AN
 JX0214'ECCENTRIC STATION FOR GPS ABOUT 250 FEET WEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1479 ***********************************************************************
 HX1479  DESIGNATION -  Q 10
 HX1479  PID         -  HX1479
 HX1479  STATE/COUNTY-  WV/BRAXTON
 HX1479  USGS QUAD   -  BURNSVILLE (1989)
 HX1479
 HX1479                         *CURRENT SURVEY CONTROL
 HX1479  ___________________________________________________________________
 HX1479* NAD 83(1986)-  38 52 03.     (N)    080 37 41.     (W)     SCALED    
 HX1479* NAVD 88     -       233.942  (meters)     767.52   (feet)  ADJUSTED  
 HX1479  ___________________________________________________________________
 HX1479  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HX1479  DYNAMIC HT  -         233.792 (meters)     767.03  (feet)  COMP
 HX1479  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 HX1479
 HX1479  VERT ORDER  -  SECOND    CLASS 0
 HX1479
 HX1479.The horizontal coordinates were scaled from a topographic map and have
 HX1479.an estimated accuracy of +/- 6 seconds.
 HX1479
 HX1479.The orthometric height was determined by differential leveling
 HX1479.and adjusted by the National Geodetic Survey in June 1991..
 HX1479
 HX1479.The geoid height was determined by GEOID03.
 HX1479
 HX1479.The dynamic height is computed by dividing the NAVD 88
 HX1479.geopotential number by the normal gravity value computed on the
 HX1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1479.degrees latitude (g = 980.6199 gals.).
 HX1479
 HX1479.The modeled gravity was interpolated from observed gravity values.
 HX1479
 HX1479;                    North         East    Units  Estimated Accuracy
 HX1479;SPC WV S     -   207,340.      632,280.      MT  (+/- 180 meters Scaled)
 HX1479
 HX1479                          SUPERSEDED SURVEY CONTROL
 HX1479
 HX1479  NGVD 29 (??/??/92)  234.119  (m)          768.11   (f) ADJ UNCH    2 0
 HX1479
 HX1479.Superseded values are not recommended for survey control.
 HX1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1479.See file dsdata.txt to determine how the superseded data were derived.
 HX1479
 HX1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND322021(NAD 83)
 HX1479_MARKER: DB = BENCH MARK DISK
 HX1479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1479_SP_SET: CULVERT
 HX1479_STAMPING: Q 10 1933
 HX1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1479
 HX1479  HISTORY     - Date     Condition        Report By
 HX1479  HISTORY     - 1933     MONUMENTED       CGS
 HX1479  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1479  HISTORY     - 1964     MARK NOT FOUND   NGS
 HX1479
 HX1479                          STATION DESCRIPTION
 HX1479
 HX1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1479'2.3 MI E FROM BURNSVILLE.
 HX1479'2.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1479'STATION AT BURNSVILLE, BRAXTON COUNTY, 88 RAILS WEST OF MILEPOST
 HX1479'C 48, IN THE MIDDLE OF A SHORT TANGENT BETWEEN TWO CURVES, IN
 HX1479'THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A MASONRY
 HX1479'CULVERT, 10 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 2
 HX1479'FEET LOWER THAN THE TRACK.
 HX1479
 HX1479                          STATION RECOVERY (1964)
 HX1479
 HX1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HX1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1230 ***********************************************************************
 JX1230  DESIGNATION -  Q 100
 JX1230  PID         -  JX1230
 JX1230  STATE/COUNTY-  WV/WOOD
 JX1230  USGS QUAD   -  LUBECK (1994)
 JX1230
 JX1230                         *CURRENT SURVEY CONTROL
 JX1230  ___________________________________________________________________
 JX1230* NAD 83(1986)-  39 07 59.     (N)    081 40 23.     (W)     SCALED    
 JX1230* NAVD 88     -       195.806  (meters)     642.41   (feet)  ADJUSTED  
 JX1230  ___________________________________________________________________
 JX1230  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX1230  DYNAMIC HT  -         195.683 (meters)     642.00  (feet)  COMP
 JX1230  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 JX1230
 JX1230  VERT ORDER  -  SECOND    CLASS 0
 JX1230
 JX1230.The horizontal coordinates were scaled from a topographic map and have
 JX1230.an estimated accuracy of +/- 6 seconds.
 JX1230
 JX1230.The orthometric height was determined by differential leveling
 JX1230.and adjusted by the National Geodetic Survey in June 1991..
 JX1230
 JX1230.The geoid height was determined by GEOID03.
 JX1230
 JX1230.The dynamic height is computed by dividing the NAVD 88
 JX1230.geopotential number by the normal gravity value computed on the
 JX1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1230.degrees latitude (g = 980.6199 gals.).
 JX1230
 JX1230.The modeled gravity was interpolated from observed gravity values.
 JX1230
 JX1230;                    North         East    Units  Estimated Accuracy
 JX1230;SPC WV N     -    72,550.      412,130.      MT  (+/- 180 meters Scaled)
 JX1230
 JX1230                          SUPERSEDED SURVEY CONTROL
 JX1230
 JX1230  NGVD 29 (??/??/92)  195.982  (m)          642.98   (f) ADJ UNCH    2 0
 JX1230
 JX1230.Superseded values are not recommended for survey control.
 JX1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1230.See file dsdata.txt to determine how the superseded data were derived.
 JX1230
 JX1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD418317(NAD 83)
 JX1230_MARKER: DB = BENCH MARK DISK
 JX1230_SETTING: 66 = SET IN ROCK OUTCROP
 JX1230_SP_SET: ROCK LEDGE
 JX1230_STAMPING: Q 100 1956
 JX1230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1230+STABILITY: POSITION/ELEVATION WELL
 JX1230
 JX1230  HISTORY     - Date     Condition        Report By
 JX1230  HISTORY     - 1956     MONUMENTED       CGS
 JX1230  HISTORY     - 1976     GOOD             NGS
 JX1230  HISTORY     - 1984     GOOD             NGS
 JX1230
 JX1230                          STATION DESCRIPTION
 JX1230
 JX1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1230'3.8 MI E FROM BELLEVILLE.
 JX1230'3.85 MILES EAST ALONG A GRAVEL ROAD FROM THE BALTIMORE AND
 JX1230'OHIO RAILROAD STATION AND INTERSECTION OF STATE HIGHWAY 2 AT
 JX1230'BELLEVILLE, ABOUT 0.4 MILE NORTHWEST OF JUNCTION OF A ROAD
 JX1230'NORTHEAST, ABOUT 0.25 MILE SOUTHEAST OF J.V. WRIGHT RESIDENCE,
 JX1230'ABOUT 0.1 MILE SOUTHEAST OF A POINT WHERE A CREEK TURNS SHARPLY
 JX1230'TO THE SOUTH AWAY FROM ROAD AND PARALLELS THE SOUTH SIDE OF
 JX1230'ROAD TO THE WEST, SET IN THE TOP OF THE SOUTH CORNER OF SOUTHEAST
 JX1230'END OF A 20 BY 4-FOOT SANDSTONE LEDGE, 12 FEET NORTHEAST OF
 JX1230'CENTER LINE OF ROAD, 3 FEET SOUTH AND ABOUT 2 1/2 FEET BELOW A
 JX1230'12-INCH TRIANGLE CHISELED IN SOUTHWEST FACE OF LEDGE, 1 1/4
 JX1230'FEET NORTH OF SOUTH CORNER OF LEDGE AND ABOUT 3 1/2 FEET ABOVE
 JX1230'LEVEL OF ROAD.
 JX1230
 JX1230                          STATION RECOVERY (1976)
 JX1230
 JX1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1230'RECOVERED IN GOOD CONDITION.
 JX1230
 JX1230                          STATION RECOVERY (1984)
 JX1230
 JX1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1236 ***********************************************************************
 JX1236  DESIGNATION -  Q 101
 JX1236  PID         -  JX1236
 JX1236  STATE/COUNTY-  WV/WOOD
 JX1236  USGS QUAD   -  ROCKPORT (1975)
 JX1236
 JX1236                         *CURRENT SURVEY CONTROL
 JX1236  ___________________________________________________________________
 JX1236* NAD 83(1986)-  39 05 19.     (N)    081 36 40.     (W)     SCALED    
 JX1236* NAVD 88     -       315.310  (meters)    1034.48   (feet)  ADJUSTED  
 JX1236  ___________________________________________________________________
 JX1236  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JX1236  DYNAMIC HT  -         315.112 (meters)    1033.83  (feet)  COMP
 JX1236  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JX1236
 JX1236  VERT ORDER  -  SECOND    CLASS 0
 JX1236
 JX1236.The horizontal coordinates were scaled from a topographic map and have
 JX1236.an estimated accuracy of +/- 6 seconds.
 JX1236
 JX1236.The orthometric height was determined by differential leveling
 JX1236.and adjusted by the National Geodetic Survey in June 1991..
 JX1236
 JX1236.The geoid height was determined by GEOID03.
 JX1236
 JX1236.The dynamic height is computed by dividing the NAVD 88
 JX1236.geopotential number by the normal gravity value computed on the
 JX1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1236.degrees latitude (g = 980.6199 gals.).
 JX1236
 JX1236.The modeled gravity was interpolated from observed gravity values.
 JX1236
 JX1236;                    North         East    Units  Estimated Accuracy
 JX1236;SPC WV N     -    67,490.      417,370.      MT  (+/- 180 meters Scaled)
 JX1236
 JX1236                          SUPERSEDED SURVEY CONTROL
 JX1236
 JX1236  NGVD 29 (??/??/92)  315.472  (m)         1035.01   (f) ADJ UNCH    2 0
 JX1236
 JX1236.Superseded values are not recommended for survey control.
 JX1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1236.See file dsdata.txt to determine how the superseded data were derived.
 JX1236
 JX1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD471267(NAD 83)
 JX1236_MARKER: DB = BENCH MARK DISK
 JX1236_SETTING: 66 = SET IN ROCK OUTCROP
 JX1236_SP_SET: ROCK LEDGE
 JX1236_STAMPING: Q 101 1956
 JX1236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1236+STABILITY: POSITION/ELEVATION WELL
 JX1236
 JX1236  HISTORY     - Date     Condition        Report By
 JX1236  HISTORY     - 1956     MONUMENTED       CGS
 JX1236
 JX1236                          STATION DESCRIPTION
 JX1236
 JX1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1236'3.8 MI NW FROM ROCKPORT.
 JX1236'3.85 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL
 JX1236'AND JUNCTION OF U.S. HIGHWAY 21 AT ROCKPORT, ABOUT 0.2 MILE
 JX1236'SOUTHEAST OF JUNCTION OF A ROAD WEST, SET VERTICALLY IN FACE OF
 JX1236'A 9 BY 4-FOOT SANDSTONE LEDGE 22 FEET EAST OF CENTER LINE OF
 JX1236'ROAD, 263 FEET NORTH OF CENTER OF JUNCTION OF A ROAD SOUTHWEST,
 JX1236'80 FEET NORTH OF NORTHWEST CORNER OF A BARN, 8 FEET NORTH OF SOUTH
 JX1236'END OF LEDGE AND ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2671 ***********************************************************************
 HX2671  DESIGNATION -  Q 102
 HX2671  PID         -  HX2671
 HX2671  STATE/COUNTY-  WV/JACKSON
 HX2671  USGS QUAD   -  LIVERPOOL (1975)
 HX2671
 HX2671                         *CURRENT SURVEY CONTROL
 HX2671  ___________________________________________________________________
 HX2671* NAD 83(1986)-  38 58 58.     (N)    081 34 24.     (W)     SCALED    
 HX2671* NAVD 88     -       202.544  (meters)     664.51   (feet)  ADJUSTED  
 HX2671  ___________________________________________________________________
 HX2671  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 HX2671  DYNAMIC HT  -         202.414 (meters)     664.09  (feet)  COMP
 HX2671  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 HX2671
 HX2671  VERT ORDER  -  SECOND    CLASS 0
 HX2671
 HX2671.The horizontal coordinates were scaled from a topographic map and have
 HX2671.an estimated accuracy of +/- 6 seconds.
 HX2671
 HX2671.The orthometric height was determined by differential leveling
 HX2671.and adjusted by the National Geodetic Survey in June 1991..
 HX2671
 HX2671.The geoid height was determined by GEOID03.
 HX2671
 HX2671.The dynamic height is computed by dividing the NAVD 88
 HX2671.geopotential number by the normal gravity value computed on the
 HX2671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2671.degrees latitude (g = 980.6199 gals.).
 HX2671
 HX2671.The modeled gravity was interpolated from observed gravity values.
 HX2671
 HX2671;                    North         East    Units  Estimated Accuracy
 HX2671;SPC WV S     -   220,230.      550,320.      MT  (+/- 180 meters Scaled)
 HX2671
 HX2671                          SUPERSEDED SURVEY CONTROL
 HX2671
 HX2671  NGVD 29 (??/??/92)  202.718  (m)          665.08   (f) ADJ UNCH    2 0
 HX2671
 HX2671.Superseded values are not recommended for survey control.
 HX2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2671.See file dsdata.txt to determine how the superseded data were derived.
 HX2671
 HX2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD503150(NAD 83)
 HX2671_MARKER: DB = BENCH MARK DISK
 HX2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2671_STAMPING: Q 102 1956
 HX2671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2671+STABILITY: SURFACE MOTION
 HX2671
 HX2671  HISTORY     - Date     Condition        Report By
 HX2671  HISTORY     - 1956     MONUMENTED       CGS
 HX2671  HISTORY     - 1976     GOOD             NGS
 HX2671
 HX2671                          STATION DESCRIPTION
 HX2671
 HX2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2671'3.3 MI NE FROM LOCKHART.
 HX2671'ABOUT 2.7 MILES NORTHEAST ALONG U.S. HIGHWAY 21 FROM BALDERSONS
 HX2671'STORE AT LOCKHART, THENCE ABOUT 0.6 MILE EAST ALONG A GRAVEL
 HX2671'ROAD, ABOUT 0.6 MILE WEST OF JUNCTION OF ROADS LEADING SOUTHEAST
 HX2671'AND NORTHEAST, 77 YARDS EAST OF A 16-INCH HICKORY TREE WHICH IS
 HX2671'IN A FENCE CORNER ON PROPERTY LINE BETWEEN THE SULLIVAN AND
 HX2671'MURRAY PROPERTIES, 17 1/2 FEET SOUTH OF CENTER LINE OF GRAVEL
 HX2671'ROAD AND ON THE OUTSIDE OF A SLIGHT CURVE IN ROAD, 80 FEET WEST
 HX2671'OF SOUTH END OF A 15-INCH CORRUGATED PIPE CULVERT UNDER ROAD
 HX2671'AND THE BOTTOM OF SMALL GRADE, 4 1/2 FEET SOUTH-SOUTHEAST OF A
 HX2671'WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD
 HX2671'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HX2671
 HX2671                          STATION RECOVERY (1976)
 HX2671
 HX2671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2448 ***********************************************************************
 HX2448  DESIGNATION -  Q 103
 HX2448  PID         -  HX2448
 HX2448  STATE/COUNTY-  WV/JACKSON
 HX2448  USGS QUAD   -  SANDYVILLE (1988)
 HX2448
 HX2448                         *CURRENT SURVEY CONTROL
 HX2448  ___________________________________________________________________
 HX2448* NAD 83(1986)-  38 53 29.     (N)    081 40 55.     (W)     SCALED    
 HX2448* NAVD 88     -       181.775  (meters)     596.37   (feet)  ADJUSTED  
 HX2448  ___________________________________________________________________
 HX2448  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HX2448  DYNAMIC HT  -         181.658 (meters)     595.99  (feet)  COMP
 HX2448  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 HX2448
 HX2448  VERT ORDER  -  SECOND    CLASS 0
 HX2448
 HX2448.The horizontal coordinates were scaled from a topographic map and have
 HX2448.an estimated accuracy of +/- 6 seconds.
 HX2448
 HX2448.The orthometric height was determined by differential leveling
 HX2448.and adjusted by the National Geodetic Survey in June 1991..
 HX2448
 HX2448.The geoid height was determined by GEOID03.
 HX2448
 HX2448.The dynamic height is computed by dividing the NAVD 88
 HX2448.geopotential number by the normal gravity value computed on the
 HX2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2448.degrees latitude (g = 980.6199 gals.).
 HX2448
 HX2448.The modeled gravity was interpolated from observed gravity values.
 HX2448
 HX2448;                    North         East    Units  Estimated Accuracy
 HX2448;SPC WV S     -   210,150.      540,840.      MT  (+/- 180 meters Scaled)
 HX2448
 HX2448                          SUPERSEDED SURVEY CONTROL
 HX2448
 HX2448  NGVD 29 (??/??/92)  181.947  (m)          596.94   (f) ADJ UNCH    2 0
 HX2448
 HX2448.Superseded values are not recommended for survey control.
 HX2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2448.See file dsdata.txt to determine how the superseded data were derived.
 HX2448
 HX2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD408049(NAD 83)
 HX2448_MARKER: DB = BENCH MARK DISK
 HX2448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2448_SP_SET: ABUTMENT
 HX2448_STAMPING: Q 103 1956
 HX2448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2448
 HX2448  HISTORY     - Date     Condition        Report By
 HX2448  HISTORY     - 1956     MONUMENTED       CGS
 HX2448  HISTORY     - 1976     GOOD             NGS
 HX2448
 HX2448                          STATION DESCRIPTION
 HX2448
 HX2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2448'2 MI SW FROM NEW ERA.
 HX2448'ABOUT 2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 21 FROM GILMORE
 HX2448'HIGH SCHOOL AT NEW ERA, IN THE TOP OF NORTHWEST END OF SOUTHWEST
 HX2448'ABUTMENT OF 160-FOOT CONCRETE BRIDGE OVER SANDY CREEK, 19 FEET
 HX2448'NORTHWEST OF CENTER LINE OF HIGHWAY, 1/2 FOOT SOUTHEAST OF
 HX2448'NORTHWEST END OF ABUTMENT AND 1 FOOT ABOVE LEVEL OF HIGHWAY.
 HX2448
 HX2448                          STATION RECOVERY (1976)
 HX2448
 HX2448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0316 ***********************************************************************
 HY0316  DESIGNATION -  Q 104
 HY0316  PID         -  HY0316
 HY0316  STATE/COUNTY-  WV/MASON
 HY0316  USGS QUAD   -  CHESHIRE (1989)
 HY0316
 HY0316                         *CURRENT SURVEY CONTROL
 HY0316  ___________________________________________________________________
 HY0316* NAD 83(1986)-  38 56 05.     (N)    082 05 47.     (W)     SCALED    
 HY0316* NAVD 88     -       177.112  (meters)     581.08   (feet)  ADJUSTED  
 HY0316  ___________________________________________________________________
 HY0316  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HY0316  DYNAMIC HT  -         177.000 (meters)     580.71  (feet)  COMP
 HY0316  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 HY0316
 HY0316  VERT ORDER  -  FIRST     CLASS II
 HY0316
 HY0316.The horizontal coordinates were scaled from a topographic map and have
 HY0316.an estimated accuracy of +/- 6 seconds.
 HY0316
 HY0316.The orthometric height was determined by differential leveling
 HY0316.and adjusted by the National Geodetic Survey in June 1991..
 HY0316
 HY0316.The geoid height was determined by GEOID03.
 HY0316
 HY0316.The dynamic height is computed by dividing the NAVD 88
 HY0316.geopotential number by the normal gravity value computed on the
 HY0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0316.degrees latitude (g = 980.6199 gals.).
 HY0316
 HY0316.The modeled gravity was interpolated from observed gravity values.
 HY0316
 HY0316;                    North         East    Units  Estimated Accuracy
 HY0316;SPC WV S     -   215,300.      504,940.      MT  (+/- 180 meters Scaled)
 HY0316
 HY0316                          SUPERSEDED SURVEY CONTROL
 HY0316
 HY0316  NGVD 29 (??/??/92)  177.304  (m)          581.70   (f) ADJ UNCH    1 2
 HY0316
 HY0316.Superseded values are not recommended for survey control.
 HY0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0316.See file dsdata.txt to determine how the superseded data were derived.
 HY0316
 HY0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD049101(NAD 83)
 HY0316_MARKER: DB = BENCH MARK DISK
 HY0316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY0316_STAMPING: Q 104 1956
 HY0316_MARK LOGO: CGS   
 HY0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0316+STABILITY: SURFACE MOTION
 HY0316
 HY0316  HISTORY     - Date     Condition        Report By
 HY0316  HISTORY     - 1956     MONUMENTED       CGS
 HY0316  HISTORY     - 1976     GOOD             NGS
 HY0316  HISTORY     - 1984     GOOD             NGS
 HY0316
 HY0316                          STATION DESCRIPTION
 HY0316
 HY0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0316'1.4 MI S FROM LAKIN.
 HY0316'1.45 MILES SOUTH ALONG STATE HIGHWAY 62 FROM STATE HOSPITAL
 HY0316'AT LAKIN, ABOUT 0.15 MILE SOUTH OF SCHWARTZ GROCERY AND JUNCTION
 HY0316'OF A ROAD WEST, IN THE TOP OF THE SOUTHWEST WING WALL OF A 20-FOOT
 HY0316'CONCRETE BRIDGE OVER MILL CREEK, 17 FEET WEST OF CENTER LINE OF
 HY0316'HIGHWAY, 1 1/4 FEET SOUTHWEST OF SOUTH END OF WEST BANISTER OF
 HY0316'BRIDGE AND 1 FOOT BELOW LEVEL OF HIGHWAY.  NOTE-- MARK MAY BE
 HY0316'REACHED FROM BALTIMORE AND OHIO RAILROAD STATION AT LAKIN BY
 HY0316'GOING ABOUT 2.0 MILES SOUTH ALONG THE TRACK, THENCE ABOUT 0.55
 HY0316'MILE SOUTHEAST AND EAST ALONG A PRIVATE GRAVEL ROAD, THENCE ABOUT
 HY0316'0.15 MILE SOUTH ALONG HIGHWAY 62.
 HY0316
 HY0316                          STATION RECOVERY (1976)
 HY0316
 HY0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0316'RECOVERED IN GOOD CONDITION.
 HY0316
 HY0316                          STATION RECOVERY (1984)
 HY0316
 HY0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2377 ***********************************************************************
 HX2377  DESIGNATION -  Q 105
 HX2377  PID         -  HX2377
 HX2377  STATE/COUNTY-  WV/JACKSON
 HX2377  USGS QUAD   -  KENNA (1975)
 HX2377
 HX2377                         *CURRENT SURVEY CONTROL
 HX2377  ___________________________________________________________________
 HX2377* NAD 83(1986)-  38 42 34.     (N)    081 39 56.     (W)     SCALED    
 HX2377* NAVD 88     -       224.217  (meters)     735.62   (feet)  ADJUSTED  
 HX2377  ___________________________________________________________________
 HX2377  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HX2377  DYNAMIC HT  -         224.068 (meters)     735.13  (feet)  COMP
 HX2377  MODELED GRAV-     979,957.5   (mgal)                       NAVD 88
 HX2377
 HX2377  VERT ORDER  -  SECOND    CLASS 0
 HX2377
 HX2377.The horizontal coordinates were scaled from a topographic map and have
 HX2377.an estimated accuracy of +/- 6 seconds.
 HX2377
 HX2377.The orthometric height was determined by differential leveling
 HX2377.and adjusted by the National Geodetic Survey in June 1991..
 HX2377
 HX2377.The geoid height was determined by GEOID03.
 HX2377
 HX2377.The dynamic height is computed by dividing the NAVD 88
 HX2377.geopotential number by the normal gravity value computed on the
 HX2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2377.degrees latitude (g = 980.6199 gals.).
 HX2377
 HX2377.The modeled gravity was interpolated from observed gravity values.
 HX2377
 HX2377;                    North         East    Units  Estimated Accuracy
 HX2377;SPC WV S     -   189,940.      542,110.      MT  (+/- 180 meters Scaled)
 HX2377
 HX2377                          SUPERSEDED SURVEY CONTROL
 HX2377
 HX2377  NGVD 29 (??/??/92)  224.398  (m)          736.21   (f) ADJ UNCH    2 0
 HX2377
 HX2377.Superseded values are not recommended for survey control.
 HX2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2377.See file dsdata.txt to determine how the superseded data were derived.
 HX2377
 HX2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC421847(NAD 83)
 HX2377_MARKER: DB = BENCH MARK DISK
 HX2377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2377_SP_SET: ABUTMENT
 HX2377_STAMPING: Q 105 1956
 HX2377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2377
 HX2377  HISTORY     - Date     Condition        Report By
 HX2377  HISTORY     - 1956     MONUMENTED       CGS
 HX2377
 HX2377                          STATION DESCRIPTION
 HX2377
 HX2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2377'2.4 MI N FROM KENNA.
 HX2377'ABOUT 2.45 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION OF
 HX2377'ROAD EAST TO KENTUCK AT KENNA, ABOUT 0.85 MILE SOUTH OF JUNCTION
 HX2377'OF GRAVEL ROAD WEST TO GIVEN, IN THE TOP OF WEST END OF NORTH
 HX2377'ABUTMENT OF 70-FOOT CONCRETE BRIDGE OVER GRASSLICK CREEK, 17 FEET
 HX2377'WEST OF CENTER LINE OF HIGHWAY, 0.6 FOOT WEST OF STEEL BANISTER
 HX2377'AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2373 ***********************************************************************
 HX2373  DESIGNATION -  Q 106
 HX2373  PID         -  HX2373
 HX2373  STATE/COUNTY-  WV/JACKSON
 HX2373  USGS QUAD   -  KENNA (1975)
 HX2373
 HX2373                         *CURRENT SURVEY CONTROL
 HX2373  ___________________________________________________________________
 HX2373* NAD 83(1986)-  38 42 48.     (N)    081 42 32.     (W)     SCALED    
 HX2373* NAVD 88     -       212.042  (meters)     695.67   (feet)  ADJUSTED  
 HX2373  ___________________________________________________________________
 HX2373  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HX2373  DYNAMIC HT  -         211.901 (meters)     695.21  (feet)  COMP
 HX2373  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 HX2373
 HX2373  VERT ORDER  -  SECOND    CLASS 0
 HX2373
 HX2373.The horizontal coordinates were scaled from a topographic map and have
 HX2373.an estimated accuracy of +/- 6 seconds.
 HX2373
 HX2373.The orthometric height was determined by differential leveling
 HX2373.and adjusted by the National Geodetic Survey in June 1991..
 HX2373
 HX2373.The geoid height was determined by GEOID03.
 HX2373
 HX2373.The dynamic height is computed by dividing the NAVD 88
 HX2373.geopotential number by the normal gravity value computed on the
 HX2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2373.degrees latitude (g = 980.6199 gals.).
 HX2373
 HX2373.The modeled gravity was interpolated from observed gravity values.
 HX2373
 HX2373;                    North         East    Units  Estimated Accuracy
 HX2373;SPC WV S     -   190,400.      538,350.      MT  (+/- 180 meters Scaled)
 HX2373
 HX2373                          SUPERSEDED SURVEY CONTROL
 HX2373
 HX2373  NGVD 29 (??/??/92)  212.223  (m)          696.27   (f) ADJ UNCH    2 0
 HX2373
 HX2373.Superseded values are not recommended for survey control.
 HX2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2373.See file dsdata.txt to determine how the superseded data were derived.
 HX2373
 HX2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC383852(NAD 83)
 HX2373_MARKER: DB = BENCH MARK DISK
 HX2373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2373_SP_SET: CULVERT
 HX2373_STAMPING: Q 106 1956
 HX2373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2373
 HX2373  HISTORY     - Date     Condition        Report By
 HX2373  HISTORY     - 1956     MONUMENTED       CGS
 HX2373
 HX2373                          STATION DESCRIPTION
 HX2373
 HX2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2373'2 MI SE FROM GIVEN.
 HX2373'ABOUT 2.0 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING LEFT FORK
 HX2373'OF PARCHMENT CREEK FROM PARCHMENT CHAPEL AT GIVEN, IN THE TOP OF
 HX2373'THE NORTHWEST END OF NORTHEAST CONCRETE HEAD WALL OF A 10-FOOT
 HX2373'CONCRETE AND STONE CULVERT FOR A CREEK BRANCH, 9 1/2 FEET
 HX2373'NORTHEAST OF CENTER LINE OF ROAD, 20 YARDS NORTHWEST OF WEST
 HX2373'CORNER OF THE NORTHWEST ONE OF A GROUP OF FARM BUILDINGS AND
 HX2373'1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2471 ***********************************************************************
 HX2471  DESIGNATION -  Q 107
 HX2471  PID         -  HX2471
 HX2471  STATE/COUNTY-  WV/JACKSON
 HX2471  USGS QUAD   -  GAY (1987)
 HX2471
 HX2471                         *CURRENT SURVEY CONTROL
 HX2471  ___________________________________________________________________
 HX2471* NAD 83(1986)-  38 47 58.     (N)    081 36 46.     (W)     SCALED    
 HX2471* NAVD 88     -       191.993  (meters)     629.90   (feet)  ADJUSTED  
 HX2471  ___________________________________________________________________
 HX2471  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HX2471  DYNAMIC HT  -         191.866 (meters)     629.48  (feet)  COMP
 HX2471  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 HX2471
 HX2471  VERT ORDER  -  SECOND    CLASS 0
 HX2471
 HX2471.The horizontal coordinates were scaled from a topographic map and have
 HX2471.an estimated accuracy of +/- 6 seconds.
 HX2471
 HX2471.The orthometric height was determined by differential leveling
 HX2471.and adjusted by the National Geodetic Survey in June 1991..
 HX2471
 HX2471.The geoid height was determined by GEOID03.
 HX2471
 HX2471.The dynamic height is computed by dividing the NAVD 88
 HX2471.geopotential number by the normal gravity value computed on the
 HX2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2471.degrees latitude (g = 980.6199 gals.).
 HX2471
 HX2471.The modeled gravity was interpolated from observed gravity values.
 HX2471
 HX2471;                    North         East    Units  Estimated Accuracy
 HX2471;SPC WV S     -   199,900.      546,770.      MT  (+/- 180 meters Scaled)
 HX2471
 HX2471                          SUPERSEDED SURVEY CONTROL
 HX2471
 HX2471  NGVD 29 (??/??/92)  192.167  (m)          630.47   (f) ADJ UNCH    2 0
 HX2471
 HX2471.Superseded values are not recommended for survey control.
 HX2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2471.See file dsdata.txt to determine how the superseded data were derived.
 HX2471
 HX2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC467946(NAD 83)
 HX2471_MARKER: DB = BENCH MARK DISK
 HX2471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2471_SP_SET: CULVERT
 HX2471_STAMPING: Q 107 1956
 HX2471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2471
 HX2471  HISTORY     - Date     Condition        Report By
 HX2471  HISTORY     - 1956     MONUMENTED       CGS
 HX2471
 HX2471                          STATION DESCRIPTION
 HX2471
 HX2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2471'6.4 MI SE FROM RIPLEY.
 HX2471'ABOUT 3.85 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX2471'AT RIPLEY, THENCE ABOUT 2.6 MILES SOUTHEAST ALONG A BLACK TOP ROAD
 HX2471'LEADING TO GAY, ABOUT 93 YARDS SOUTHEAST OF A 2-STORY WHITE FRAME
 HX2471'HOUSE, NORTHEAST AND ACROSS ROAD FROM A RED BARN, IN THE TOP OF
 HX2471'SOUTEAST END OF NORTHEAST CONCRETE HEAD WALL OF A 6-FOOT CONCRETE
 HX2471'AND STONE CULVERT FOR A CREEK BRANCH, 26 FEET NORTHEAST OF CENTER
 HX2471'LINE OF ROAD AND ABOUT 7 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2720 ***********************************************************************
 HX2720  DESIGNATION -  Q 108
 HX2720  PID         -  HX2720
 HX2720  STATE/COUNTY-  WV/JACKSON
 HX2720  USGS QUAD   -  KENNA (1975)
 HX2720
 HX2720                         *CURRENT SURVEY CONTROL
 HX2720  ___________________________________________________________________
 HX2720* NAD 83(1986)-  38 43 58.     (N)    081 44 15.     (W)     SCALED    
 HX2720* NAVD 88     -       231.615  (meters)     759.89   (feet)  ADJUSTED  
 HX2720  ___________________________________________________________________
 HX2720  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HX2720  DYNAMIC HT  -         231.462 (meters)     759.39  (feet)  COMP
 HX2720  MODELED GRAV-     979,961.9   (mgal)                       NAVD 88
 HX2720
 HX2720  VERT ORDER  -  SECOND    CLASS 0
 HX2720
 HX2720.The horizontal coordinates were scaled from a topographic map and have
 HX2720.an estimated accuracy of +/- 6 seconds.
 HX2720
 HX2720.The orthometric height was determined by differential leveling
 HX2720.and adjusted by the National Geodetic Survey in June 1991..
 HX2720
 HX2720.The geoid height was determined by GEOID03.
 HX2720
 HX2720.The dynamic height is computed by dividing the NAVD 88
 HX2720.geopotential number by the normal gravity value computed on the
 HX2720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2720.degrees latitude (g = 980.6199 gals.).
 HX2720
 HX2720.The modeled gravity was interpolated from observed gravity values.
 HX2720
 HX2720;                    North         East    Units  Estimated Accuracy
 HX2720;SPC WV S     -   192,580.      535,880.      MT  (+/- 180 meters Scaled)
 HX2720
 HX2720                          SUPERSEDED SURVEY CONTROL
 HX2720
 HX2720  NGVD 29 (??/??/92)  231.797  (m)          760.49   (f) ADJ UNCH    2 0
 HX2720
 HX2720.Superseded values are not recommended for survey control.
 HX2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2720.See file dsdata.txt to determine how the superseded data were derived.
 HX2720
 HX2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC358873(NAD 83)
 HX2720_MARKER: DB = BENCH MARK DISK
 HX2720_SETTING: 66 = SET IN ROCK OUTCROP
 HX2720_SP_SET: ROCK CLIFF
 HX2720_STAMPING: Q 108 1956
 HX2720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2720+STABILITY: POSITION/ELEVATION WELL
 HX2720
 HX2720  HISTORY     - Date     Condition        Report By
 HX2720  HISTORY     - 1956     MONUMENTED       CGS
 HX2720
 HX2720                          STATION DESCRIPTION
 HX2720
 HX2720'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2720'0.4 MI W FROM GIVEN.
 HX2720'ABOUT 0.05 MILE NORTH ALONG A GRAVEL ROAD FROM PARCHMENT CHAPEL
 HX2720'AT GIVEN, THENCE ABOUT 0.35 MILE WEST ALONG A ROAD LEADING TO
 HX2720'ROCKCASTLE, 71 FEET NORTH OF THE CENTER OF Y JUNCTION OF A TRAIL
 HX2720'ROAD LEADING EAST TO A CEMETERY, 45 1/2 FEET NORTH-NORTHWEST
 HX2720'OF THE CENTER LINE OF ROAD AND ON THE OUTSIDE OF A CURVE WITH
 HX2720'TANGENTS EXTENDING EAST-NORTHEAST AND SOUTH, IN THE TOP AND
 HX2720'1 1/2 FEET SOUTH OF THE NORTH EDGE OF A ROCK CLIFF (THE SAME
 HX2720'CLIFF CROSSES ROAD AND IS CUT ABOUT 4 FEET ON SOUTH SIDE OF ROAD
 HX2720'- THE NORTH FACE OF CLIFF IS ABOUT VERTICAL AND ABOUT 40-FEET
 HX2720'HIGH), 22 FEET NORTHEAST OF A TWIN 24-INCH OAK TREE WHICH IS IN A
 HX2720'FENCE CORNER, AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0435 ***********************************************************************
 HY0435  DESIGNATION -  Q 109
 HY0435  PID         -  HY0435
 HY0435  STATE/COUNTY-  WV/CABELL
 HY0435  USGS QUAD   -  BARBOURSVILLE (1985)
 HY0435
 HY0435                         *CURRENT SURVEY CONTROL
 HY0435  ___________________________________________________________________
 HY0435* NAD 83(1986)-  38 28 11.     (N)    082 18 03.     (W)     SCALED    
 HY0435* NAVD 88     -       171.299  (meters)     562.00   (feet)  ADJUSTED  
 HY0435  ___________________________________________________________________
 HY0435  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HY0435  DYNAMIC HT  -         171.184 (meters)     561.63  (feet)  COMP
 HY0435  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 HY0435
 HY0435  VERT ORDER  -  FIRST     CLASS II
 HY0435
 HY0435.The horizontal coordinates were scaled from a topographic map and have
 HY0435.an estimated accuracy of +/- 6 seconds.
 HY0435
 HY0435.The orthometric height was determined by differential leveling
 HY0435.and adjusted by the National Geodetic Survey in June 1991..
 HY0435
 HY0435.The geoid height was determined by GEOID03.
 HY0435
 HY0435.The dynamic height is computed by dividing the NAVD 88
 HY0435.geopotential number by the normal gravity value computed on the
 HY0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0435.degrees latitude (g = 980.6199 gals.).
 HY0435
 HY0435.The modeled gravity was interpolated from observed gravity values.
 HY0435
 HY0435;                    North         East    Units  Estimated Accuracy
 HY0435;SPC WV S     -   163,920.      486,490.      MT  (+/- 180 meters Scaled)
 HY0435
 HY0435                          SUPERSEDED SURVEY CONTROL
 HY0435
 HY0435  NGVD 29 (??/??/92)  171.472  (m)          562.57   (f) ADJ UNCH    1 2
 HY0435
 HY0435.Superseded values are not recommended for survey control.
 HY0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0435.See file dsdata.txt to determine how the superseded data were derived.
 HY0435
 HY0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC865587(NAD 83)
 HY0435_MARKER: DB = BENCH MARK DISK
 HY0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0435_SP_SET: CATCH BASIN
 HY0435_STAMPING: Q 109 1956
 HY0435_MARK LOGO: CGS   
 HY0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY0435+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 HY0435
 HY0435  HISTORY     - Date     Condition        Report By
 HY0435  HISTORY     - 1956     MONUMENTED       CGS
 HY0435  HISTORY     - 1982     GOOD             LOCSUR
 HY0435  HISTORY     - 1984     GOOD             NGS
 HY0435  HISTORY     - 20051117 GOOD             RTI
 HY0435
 HY0435                          STATION DESCRIPTION
 HY0435
 HY0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0435'6.3 MI NE FROM GUYANDOT.
 HY0435'ABOUT 6.3 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 2 FROM
 HY0435'THE POST OFFICE AT GUYANDOT, ABOUT 0.1 MILE NORTH OF INTERSECTION
 HY0435'OF BIG SEVENMILE CREEK ROAD, 26 FEET EAST OF CENTER LINE OF
 HY0435'HIGHWAY, 13 FEET NORTH OF CENTER LINE OF DRIVE EAST TO HOUSE
 HY0435'NO. 6257, IN THE TOP OF CENTER OF EAST WALL OF CONCRETE CATCH
 HY0435'BASIN FOR A 15-INCH PIPE CULVERT AND ABOUT LEVEL WITH HIGHWAY.
 HY0435
 HY0435                          STATION RECOVERY (1982)
 HY0435
 HY0435'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 HY0435'RECOVERED IN GOOD CONDITION.
 HY0435
 HY0435                          STATION RECOVERY (1984)
 HY0435
 HY0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0435'RECOVERED IN GOOD CONDITION.
 HY0435
 HY0435                          STATION RECOVERY (2005)
 HY0435
 HY0435'RECOVERY NOTE BY RAHALL TRANSPORTATION INSTITUTE 2005 (PJD)
 HY0435'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1533 ***********************************************************************
 HX1533  DESIGNATION -  Q 11
 HX1533  PID         -  HX1533
 HX1533  STATE/COUNTY-  WV/CLAY
 HX1533  USGS QUAD   -  STRANGE CREEK (1976)
 HX1533
 HX1533                         *CURRENT SURVEY CONTROL
 HX1533  ___________________________________________________________________
 HX1533* NAD 83(1986)-  38 34 57.     (N)    080 56 13.     (W)     SCALED    
 HX1533* NAVD 88     -       242.635  (meters)     796.04   (feet)  ADJUSTED  
 HX1533  ___________________________________________________________________
 HX1533  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HX1533  DYNAMIC HT  -         242.471 (meters)     795.51  (feet)  COMP
 HX1533  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 HX1533
 HX1533  VERT ORDER  -  SECOND    CLASS 0
 HX1533
 HX1533.The horizontal coordinates were scaled from a topographic map and have
 HX1533.an estimated accuracy of +/- 6 seconds.
 HX1533
 HX1533.The orthometric height was determined by differential leveling
 HX1533.and adjusted by the National Geodetic Survey in June 1991..
 HX1533
 HX1533.The geoid height was determined by GEOID03.
 HX1533
 HX1533.The dynamic height is computed by dividing the NAVD 88
 HX1533.geopotential number by the normal gravity value computed on the
 HX1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1533.degrees latitude (g = 980.6199 gals.).
 HX1533
 HX1533.The modeled gravity was interpolated from observed gravity values.
 HX1533
 HX1533;                    North         East    Units  Estimated Accuracy
 HX1533;SPC WV S     -   175,640.      605,490.      MT  (+/- 180 meters Scaled)
 HX1533
 HX1533                          SUPERSEDED SURVEY CONTROL
 HX1533
 HX1533  NGVD 29 (??/??/92)  242.819  (m)          796.65   (f) ADJ UNCH    2 0
 HX1533
 HX1533.Superseded values are not recommended for survey control.
 HX1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1533.See file dsdata.txt to determine how the superseded data were derived.
 HX1533
 HX1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC054704(NAD 83)
 HX1533_MARKER: DB = BENCH MARK DISK
 HX1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1533_STAMPING: Q 11 1933
 HX1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1533+STABILITY: SURFACE MOTION
 HX1533
 HX1533  HISTORY     - Date     Condition        Report By
 HX1533  HISTORY     - 1933     MONUMENTED       CGS
 HX1533  HISTORY     - 1948     GOOD             NGS
 HX1533
 HX1533                          STATION DESCRIPTION
 HX1533
 HX1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1533'AT VILLA NOVA.
 HX1533'AT VILLA NOVA, CLAY COUNTY, 12 FEET NORTHEAST OF THE NORTHEAST
 HX1533'CORNER OF THE BALTIMORE AND OHIO RAILROAD STATION, 6 FEET WEST
 HX1533'OF THE WEST RAIL OF THE SIDETRACK, AND LEVEL WITH THE TRACK.
 HX1533'A STANDARD DISK, STAMPED Q 11 1933 AND SET IN THE TOP OF A
 HX1533'CONCRETE POST.
 HX1533
 HX1533                          STATION RECOVERY (1948)
 HX1533
 HX1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 HX1533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2348 ***********************************************************************
 HX2348  DESIGNATION -  Q 110
 HX2348  PID         -  HX2348
 HX2348  STATE/COUNTY-  WV/MASON
 HX2348  USGS QUAD   -  MOUNT ALTO (1994)
 HX2348
 HX2348                         *CURRENT SURVEY CONTROL
 HX2348  ___________________________________________________________________
 HX2348* NAD 83(1986)-  38 45 10.     (N)    081 54 27.     (W)     SCALED    
 HX2348* NAVD 88     -       212.817  (meters)     698.22   (feet)  ADJUSTED  
 HX2348  ___________________________________________________________________
 HX2348  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HX2348  DYNAMIC HT  -         212.676 (meters)     697.75  (feet)  COMP
 HX2348  MODELED GRAV-     979,963.4   (mgal)                       NAVD 88
 HX2348
 HX2348  VERT ORDER  -  SECOND    CLASS 0
 HX2348
 HX2348.The horizontal coordinates were scaled from a topographic map and have
 HX2348.an estimated accuracy of +/- 6 seconds.
 HX2348
 HX2348.The orthometric height was determined by differential leveling
 HX2348.and adjusted by the National Geodetic Survey in June 1991..
 HX2348
 HX2348.The geoid height was determined by GEOID03.
 HX2348
 HX2348.The dynamic height is computed by dividing the NAVD 88
 HX2348.geopotential number by the normal gravity value computed on the
 HX2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2348.degrees latitude (g = 980.6199 gals.).
 HX2348
 HX2348.The modeled gravity was interpolated from observed gravity values.
 HX2348
 HX2348;                    North         East    Units  Estimated Accuracy
 HX2348;SPC WV S     -   194,930.      521,120.      MT  (+/- 180 meters Scaled)
 HX2348
 HX2348                          SUPERSEDED SURVEY CONTROL
 HX2348
 HX2348  NGVD 29 (??/??/92)  213.008  (m)          698.84   (f) ADJ UNCH    2 0
 HX2348
 HX2348.Superseded values are not recommended for survey control.
 HX2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2348.See file dsdata.txt to determine how the superseded data were derived.
 HX2348
 HX2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC211897(NAD 83)
 HX2348_MARKER: DB = BENCH MARK DISK
 HX2348_SETTING: 66 = SET IN ROCK OUTCROP
 HX2348_SP_SET: ROCK OUTCROP
 HX2348_STAMPING: Q 110 1956
 HX2348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2348+STABILITY: POSITION/ELEVATION WELL
 HX2348
 HX2348  HISTORY     - Date     Condition        Report By
 HX2348  HISTORY     - 1956     MONUMENTED       CGS
 HX2348
 HX2348                          STATION DESCRIPTION
 HX2348
 HX2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2348'3.6 MI SW FROM GUNVILLE.
 HX2348'ABOUT 1.05 MILES SOUTHWEST AND SOUTH ALONG A DIRT ROAD FROM
 HX2348'JUNCTION OF GRAVEL ROAD AND CASTOS STORE AT GUNVILLE, THENCE
 HX2348'ABOUT 2.5 MILES WEST AND SOUTHWEST ALONG A DIRT ROAD, ABOUT 0.15
 HX2348'MILE NORTH OF JUNCTION OF A DIRT ROAD WEST, ABOUT 25 YARDS SOUTH
 HX2348'OF A 30-INCH PIPE CULVERT FOR A SMALL CREEK BRANCH, IN THE TOP
 HX2348'AND NEAR THE HIGHEST POINT OF A 15 BY 20-FOOT ROCK OUTCROP
 HX2348'PROJECTING ABOUT 2 1/2 FEET, 50 FEET EAST OF CENTER LINE OF ROAD,
 HX2348'52 FEET EAST-SOUTHEAST OF CENTER OF JUNCTION OF A DIM ROAD LEADING
 HX2348'EAST-SOUTHEAST, 12 FEET SOUTH-SOUTHWEST OF CENTER LINE OF DIM ROAD,
 HX2348'37 FEET EAST-NORTHEAST OF A 12-INCH TRIANGLE CHISELED IN THE TOP
 HX2348'OF A 10 BY 6-FOOT FLAT SURFACE BOULDER AND ABOUT 1 1/2 FEET ABOVE
 HX2348'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0007 ***********************************************************************
 HY0007  DESIGNATION -  Q 111
 HY0007  PID         -  HY0007
 HY0007  STATE/COUNTY-  WV/MASON
 HY0007  USGS QUAD   -  GALLIPOLIS (1983)
 HY0007
 HY0007                         *CURRENT SURVEY CONTROL
 HY0007  ___________________________________________________________________
 HY0007* NAD 83(1986)-  38 50 20.     (N)    082 08 26.     (W)     SCALED    
 HY0007* NAVD 88     -       172.401  (meters)     565.62   (feet)  ADJUSTED  
 HY0007  ___________________________________________________________________
 HY0007  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HY0007  DYNAMIC HT  -         172.291 (meters)     565.26  (feet)  COMP
 HY0007  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 HY0007
 HY0007  VERT ORDER  -  FIRST     CLASS II
 HY0007
 HY0007.The horizontal coordinates were scaled from a topographic map and have
 HY0007.an estimated accuracy of +/- 6 seconds.
 HY0007
 HY0007.The orthometric height was determined by differential leveling
 HY0007.and adjusted by the National Geodetic Survey in June 1991..
 HY0007
 HY0007.The geoid height was determined by GEOID03.
 HY0007
 HY0007.The dynamic height is computed by dividing the NAVD 88
 HY0007.geopotential number by the normal gravity value computed on the
 HY0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0007.degrees latitude (g = 980.6199 gals.).
 HY0007
 HY0007.The modeled gravity was interpolated from observed gravity values.
 HY0007
 HY0007;                    North         East    Units  Estimated Accuracy
 HY0007;SPC WV S     -   204,710.      500,980.      MT  (+/- 180 meters Scaled)
 HY0007
 HY0007                          SUPERSEDED SURVEY CONTROL
 HY0007
 HY0007  NGVD 29 (??/??/92)  172.601  (m)          566.28   (f) ADJ UNCH    1 2
 HY0007
 HY0007.Superseded values are not recommended for survey control.
 HY0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0007.See file dsdata.txt to determine how the superseded data were derived.
 HY0007
 HY0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC010995(NAD 83)
 HY0007_MARKER: DB = BENCH MARK DISK
 HY0007_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HY0007_SP_SET: 70 FEET 6 INCHES
 HY0007_STAMPING: Q 111 1956
 HY0007_MARK LOGO: CGS   
 HY0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0007
 HY0007  HISTORY     - Date     Condition        Report By
 HY0007  HISTORY     - 1956     MONUMENTED       CGS
 HY0007  HISTORY     - 1958     GOOD             NGS
 HY0007  HISTORY     - 1976     GOOD             NGS
 HY0007  HISTORY     - 1984     GOOD             NGS
 HY0007  HISTORY     - 1984     GOOD             NGS
 HY0007
 HY0007                          STATION DESCRIPTION
 HY0007
 HY0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0007'AT POINT PLEASANT.
 HY0007'AT POINT PLEASANT, ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE
 HY0007'POSTOFFICE, AT CONFLUENCE OF OHIO AND KANAWAH RIVERS, ON GROUNDS
 HY0007'OF TU-ENDIE-WEI STATE PARK, 23 3/4 FEET SOUTHWEST OF SOUTHWEST EDGE
 HY0007'OF SIDE WALK ENTRANCE LEADING FROM MAIN STREET, 108 FEET NORTHWEST
 HY0007'OF NORTHWEST CURB LINE OF MAIN STREET, 31 1/4 FEET SOUTH OF SOUTH
 HY0007'CORNER OF GRANITE BASE OF REVOLUTINARY WAR MONUMENT, 3/4 FEET
 HY0007'SOUTH OF SOUTH CORNER OF CONCRETE APRON AROUND MONUMENT, 26 3/4
 HY0007'FEET SOUTHEAST OF SOUTHEAST EDGE OF A WALK TO GRAVE OF COL. CHARLES
 HY0007'LEWIS, 1/4 FOOT BELOW CONCRETE APRON AND IS A DISK ON COPPER
 HY0007'COATED STEEL ROD ABOUT 3 INCHES UNDERGROUND AND PROTECTED BY A
 HY0007'4-INCH TILE WHICH IS FLUSH WITH GROUND.  NOTE-- THE ROD WAS
 HY0007'DRIVEN TO REFUSAL AT A DEPTH OF 70-FEET-6-INCHES.
 HY0007
 HY0007                          STATION RECOVERY (1958)
 HY0007
 HY0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HY0007'RECOVERED IN GOOD CONDITION.
 HY0007
 HY0007                          STATION RECOVERY (1976)
 HY0007
 HY0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0007'RECOVERED IN GOOD CONDITION.
 HY0007
 HY0007                          STATION RECOVERY (1984)
 HY0007
 HY0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0007'RECOVERED IN GOOD CONDITION.
 HY0007
 HY0007                          STATION RECOVERY (1984)
 HY0007
 HY0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2426 ***********************************************************************
 HX2426  DESIGNATION -  Q 112
 HX2426  PID         -  HX2426
 HX2426  STATE/COUNTY-  WV/PUTNAM
 HX2426  USGS QUAD   -  ROBERTSBURG (1987)
 HX2426
 HX2426                         *CURRENT SURVEY CONTROL
 HX2426  ___________________________________________________________________
 HX2426* NAD 83(1986)-  38 38 53.     (N)    081 56 34.     (W)     SCALED    
 HX2426* NAVD 88     -       201.753  (meters)     661.92   (feet)  ADJUSTED  
 HX2426  ___________________________________________________________________
 HX2426  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HX2426  DYNAMIC HT  -         201.621 (meters)     661.48  (feet)  COMP
 HX2426  MODELED GRAV-     979,965.5   (mgal)                       NAVD 88
 HX2426
 HX2426  VERT ORDER  -  SECOND    CLASS 0
 HX2426
 HX2426.The horizontal coordinates were scaled from a topographic map and have
 HX2426.an estimated accuracy of +/- 6 seconds.
 HX2426
 HX2426.The orthometric height was determined by differential leveling
 HX2426.and adjusted by the National Geodetic Survey in June 1991..
 HX2426
 HX2426.The geoid height was determined by GEOID03.
 HX2426
 HX2426.The dynamic height is computed by dividing the NAVD 88
 HX2426.geopotential number by the normal gravity value computed on the
 HX2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2426.degrees latitude (g = 980.6199 gals.).
 HX2426
 HX2426.The modeled gravity was interpolated from observed gravity values.
 HX2426
 HX2426;                    North         East    Units  Estimated Accuracy
 HX2426;SPC WV S     -   183,340.      517,930.      MT  (+/- 180 meters Scaled)
 HX2426
 HX2426                          SUPERSEDED SURVEY CONTROL
 HX2426
 HX2426  NGVD 29 (??/??/92)  201.957  (m)          662.59   (f) ADJ UNCH    2 0
 HX2426
 HX2426.Superseded values are not recommended for survey control.
 HX2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2426.See file dsdata.txt to determine how the superseded data were derived.
 HX2426
 HX2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC179781(NAD 83)
 HX2426_MARKER: DB = BENCH MARK DISK
 HX2426_SETTING: 66 = SET IN ROCK OUTCROP
 HX2426_SP_SET: ROCK CUT
 HX2426_STAMPING: Q 112 1956
 HX2426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2426+STABILITY: POSITION/ELEVATION WELL
 HX2426
 HX2426  HISTORY     - Date     Condition        Report By
 HX2426  HISTORY     - 1956     MONUMENTED       CGS
 HX2426  HISTORY     - 1976     GOOD             NGS
 HX2426
 HX2426                          STATION DESCRIPTION
 HX2426
 HX2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2426'0.8 MI E FROM ROBERTSBURG.
 HX2426'ABOUT 0.75 MILE EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 HX2426'HIGHWAY 35 AND NORTH END OF HIGHWAY BRIDGE OVER EIGHTEENMILE
 HX2426'CREEK AT ROBERTSBURG, ON A STEEP GRADE DESCENDING NORTHWEST,
 HX2426'SET VERTICALLY ABOUT 2 FEET ABOVE GROUND IN THE SMOOTH FACE OF
 HX2426'AN 8-FOOT HIGH ROCK IN A 15-FOOT DEEP CUT, 41 FEET NORTH-NORTHEAST
 HX2426'OF CENTER LINE OF ROAD, 61 FEET NORTHEAST AND ACROSS ROAD FROM A
 HX2426'TRIANGULAR BLAZED 24-INCH OAK TREE, 106 FEET WEST OF EAST END
 HX2426'OF CUT AND ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD.
 HX2426
 HX2426                          STATION RECOVERY (1976)
 HX2426
 HX2426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1108 ***********************************************************************
 JX1108  DESIGNATION -  Q 113
 JX1108  PID         -  JX1108
 JX1108  STATE/COUNTY-  WV/JACKSON
 JX1108  USGS QUAD   -  PORTLAND (1994)
 JX1108
 JX1108                         *CURRENT SURVEY CONTROL
 JX1108  ___________________________________________________________________
 JX1108* NAD 83(1986)-  39 00 29.     (N)    081 45 35.     (W)     SCALED    
 JX1108* NAVD 88     -       180.468  (meters)     592.09   (feet)  ADJUSTED  
 JX1108  ___________________________________________________________________
 JX1108  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JX1108  DYNAMIC HT  -         180.352 (meters)     591.70  (feet)  COMP
 JX1108  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 JX1108
 JX1108  VERT ORDER  -  FIRST     CLASS II
 JX1108
 JX1108.The horizontal coordinates were scaled from a topographic map and have
 JX1108.an estimated accuracy of +/- 6 seconds.
 JX1108
 JX1108.The orthometric height was determined by differential leveling
 JX1108.and adjusted by the National Geodetic Survey in June 1991..
 JX1108.WARNING-Repeat measurements at this control monument indicate possible
 JX1108.vertical movement.
 JX1108
 JX1108.The geoid height was determined by GEOID03.
 JX1108
 JX1108.The dynamic height is computed by dividing the NAVD 88
 JX1108.geopotential number by the normal gravity value computed on the
 JX1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1108.degrees latitude (g = 980.6199 gals.).
 JX1108
 JX1108.The modeled gravity was interpolated from observed gravity values.
 JX1108
 JX1108;                    North         East    Units  Estimated Accuracy
 JX1108;SPC WV S     -   223,150.      534,190.      MT  (+/- 180 meters Scaled)
 JX1108
 JX1108                          SUPERSEDED SURVEY CONTROL
 JX1108
 JX1108  NGVD 29 (??/??/92)  180.642  (m)          592.66   (f) ADJ UNCH    1 2
 JX1108
 JX1108.Superseded values are not recommended for survey control.
 JX1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1108.See file dsdata.txt to determine how the superseded data were derived.
 JX1108
 JX1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD342179(NAD 83)
 JX1108_MARKER: DB = BENCH MARK DISK
 JX1108_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1108_STAMPING: Q 113 1956
 JX1108_MARK LOGO: CGS   
 JX1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1108+STABILITY: SURFACE MOTION
 JX1108
 JX1108  HISTORY     - Date     Condition        Report By
 JX1108  HISTORY     - 1956     MONUMENTED       CGS
 JX1108  HISTORY     - 1976     GOOD             NGS
 JX1108  HISTORY     - 1984     GOOD             NGS
 JX1108
 JX1108                          STATION DESCRIPTION
 JX1108
 JX1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1108'3.2 MI SE FROM POLK.
 JX1108'3.25 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1108'THE STATION AT POLK, ABOUT 1.15 MILES NORTH OF RAILROAD BRIDGE
 JX1108'OVER LITTLE SANDY CREEK AT SHERMAN, IN THE TOP OF THE NORTHWEST
 JX1108'CORNER OF A CONCRETE CATCH BASIN WHICH IS 10 FEET DEEP, 14 3/4
 JX1108'FEET EAST OF EAST RAIL, 40 FEET EAST-SOUTHEAST AND ACROSS
 JX1108'TRACK FROM TELEPHONE POLE NO. 123/21, 43 FEET WEST OF CENTER
 JX1108'LINE OF HIGHWAY 2, 7 FEET WEST OF THE NORTH ONE OF TWO 9-INCH
 JX1108'POPLAR TREES, AND ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK.
 JX1108
 JX1108                          STATION RECOVERY (1976)
 JX1108
 JX1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1108'RECOVERED IN GOOD CONDITION.
 JX1108
 JX1108                          STATION RECOVERY (1984)
 JX1108
 JX1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2703 ***********************************************************************
 HX2703  DESIGNATION -  Q 114
 HX2703  PID         -  HX2703
 HX2703  STATE/COUNTY-  WV/JACKSON
 HX2703  USGS QUAD   -  SANDYVILLE (1988)
 HX2703
 HX2703                         *CURRENT SURVEY CONTROL
 HX2703  ___________________________________________________________________
 HX2703* NAD 83(1986)-  38 54 35.     (N)    081 40 17.     (W)     SCALED    
 HX2703* NAVD 88     -       197.124  (meters)     646.73   (feet)  ADJUSTED  
 HX2703  ___________________________________________________________________
 HX2703  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HX2703  DYNAMIC HT  -         196.997 (meters)     646.31  (feet)  COMP
 HX2703  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 HX2703
 HX2703  VERT ORDER  -  SECOND    CLASS 0
 HX2703
 HX2703.The horizontal coordinates were scaled from a topographic map and have
 HX2703.an estimated accuracy of +/- 6 seconds.
 HX2703
 HX2703.The orthometric height was determined by differential leveling
 HX2703.and adjusted by the National Geodetic Survey in June 1991..
 HX2703
 HX2703.The geoid height was determined by GEOID03.
 HX2703
 HX2703.The dynamic height is computed by dividing the NAVD 88
 HX2703.geopotential number by the normal gravity value computed on the
 HX2703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2703.degrees latitude (g = 980.6199 gals.).
 HX2703
 HX2703.The modeled gravity was interpolated from observed gravity values.
 HX2703
 HX2703;                    North         East    Units  Estimated Accuracy
 HX2703;SPC WV S     -   212,180.      541,770.      MT  (+/- 180 meters Scaled)
 HX2703
 HX2703                          SUPERSEDED SURVEY CONTROL
 HX2703
 HX2703  NGVD 29 (??/??/92)  197.293  (m)          647.29   (f) ADJ UNCH    2 0
 HX2703
 HX2703.Superseded values are not recommended for survey control.
 HX2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2703.See file dsdata.txt to determine how the superseded data were derived.
 HX2703
 HX2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD417069(NAD 83)
 HX2703_MARKER: DB = BENCH MARK DISK
 HX2703_SETTING: 66 = SET IN ROCK OUTCROP
 HX2703_SP_SET: ROCK LEDGE
 HX2703_STAMPING: Q 114 1956
 HX2703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2703+STABILITY: POSITION/ELEVATION WELL
 HX2703
 HX2703  HISTORY     - Date     Condition        Report By
 HX2703  HISTORY     - 1956     MONUMENTED       CGS
 HX2703  HISTORY     - 1976     GOOD             NGS
 HX2703
 HX2703                          STATION DESCRIPTION
 HX2703
 HX2703'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2703'0.8 MI NW FROM SANDYVILLE.
 HX2703'ABOUT 0.8 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2703'FROM THE STATION AT SANDYVILLE, ABOUT 0.4 MILE WEST OF CROSSING
 HX2703'OF U.S. HIGHWAY 21, ABOUT 0.2 MILE EAST-NORTHEAST OF INDEPENDENCE
 HX2703'CHURCH AND CEMETERY, SET VERTICALLY IN A LEDGE OF ROCK IN A CUT,
 HX2703'9 FEET NORTH OF NORTH RAIL, 32 FEET NORTHWEST AND ACROSS TRACK
 HX2703'FROM TELEPHONE POLE NO. 7+17, 33 1/2 FEET WEST OF NORTH END OF
 HX2703'A 12-INCH IRON PIPE CULVERT UNDER TRACK AND ABOUT 3 1/2 FEET
 HX2703'ABOVE LEVEL OF TRACK.
 HX2703
 HX2703                          STATION RECOVERY (1976)
 HX2703
 HX2703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0257 ***********************************************************************
 HY0257  DESIGNATION -  Q 115
 HY0257  PID         -  HY0257
 HY0257  STATE/COUNTY-  WV/MASON
 HY0257  USGS QUAD   -  ARLEE (1975)
 HY0257
 HY0257                         *CURRENT SURVEY CONTROL
 HY0257  ___________________________________________________________________
 HY0257* NAD 83(1986)-  38 38 11.     (N)    082 04 08.     (W)     SCALED    
 HY0257* NAVD 88     -       266.668  (meters)     874.89   (feet)  ADJUSTED  
 HY0257  ___________________________________________________________________
 HY0257  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HY0257  DYNAMIC HT  -         266.494 (meters)     874.32  (feet)  COMP
 HY0257  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 HY0257
 HY0257  VERT ORDER  -  SECOND    CLASS 0
 HY0257
 HY0257.The horizontal coordinates were scaled from a topographic map and have
 HY0257.an estimated accuracy of +/- 6 seconds.
 HY0257
 HY0257.The orthometric height was determined by differential leveling
 HY0257.and adjusted by the National Geodetic Survey in June 1991..
 HY0257
 HY0257.The geoid height was determined by GEOID03.
 HY0257
 HY0257.The dynamic height is computed by dividing the NAVD 88
 HY0257.geopotential number by the normal gravity value computed on the
 HY0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0257.degrees latitude (g = 980.6199 gals.).
 HY0257
 HY0257.The modeled gravity was interpolated from observed gravity values.
 HY0257
 HY0257;                    North         East    Units  Estimated Accuracy
 HY0257;SPC WV S     -   182,160.      506,940.      MT  (+/- 180 meters Scaled)
 HY0257
 HY0257                          SUPERSEDED SURVEY CONTROL
 HY0257
 HY0257  NGVD 29 (??/??/92)  266.844  (m)          875.47   (f) ADJ UNCH    2 0
 HY0257
 HY0257.Superseded values are not recommended for survey control.
 HY0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0257.See file dsdata.txt to determine how the superseded data were derived.
 HY0257
 HY0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC069769(NAD 83)
 HY0257_MARKER: DR = REFERENCE MARK DISK
 HY0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0257_STAMPING: Q 115 1956
 HY0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0257+STABILITY: SURFACE MOTION
 HY0257
 HY0257  HISTORY     - Date     Condition        Report By
 HY0257  HISTORY     - 1956     MONUMENTED       CGS
 HY0257
 HY0257                          STATION DESCRIPTION
 HY0257
 HY0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0257'6.8 MI SE FROM MERCERS BOTTOM.
 HY0257'6.35 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF STATE
 HY0257'HIGHWAY 2 AND POST OFFICE AT MERCERS BOTTOM, THENCE ABOUT 0.5
 HY0257'MILE SOUTH ALONG A DIRT ROAD, 87 FEET NORTHWEST OF CENTER LINE
 HY0257'OF ROAD, 28 1/2 FEET WEST OF WEST CORNER OF BARTON CHAPEL CHURCH,
 HY0257'15 FEET SOUTH OF SOUTHWEST END OF GEORGE M. AND VIRGINIA E. SHANK
 HY0257'GRAVE STONE, 11 FEET NORTHEAST OF CENTER OF GATE ENTRANCE TO
 HY0257'CEMETERY, 1 1/2 FEET SOUTHEAST OF FENCE AROUND CEMETERY, ABOUT
 HY0257'4 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HY0257'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0623 ***********************************************************************
 HY0623  DESIGNATION -  Q 116
 HY0623  PID         -  HY0623
 HY0623  STATE/COUNTY-  WV/PUTNAM
 HY0623  USGS QUAD   -  HURRICANE (1989)
 HY0623
 HY0623                         *CURRENT SURVEY CONTROL
 HY0623  ___________________________________________________________________
 HY0623* NAD 83(1986)-  38 28 13.     (N)    082 01 59.     (W)     SCALED    
 HY0623* NAVD 88     -       194.358  (meters)     637.66   (feet)  POSTED    
 HY0623  ___________________________________________________________________
 HY0623  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HY0623  DYNAMIC HT  -         194.220 (meters)     637.20  (feet)  COMP
 HY0623  MODELED GRAV-     979,940.7   (mgal)                       NAVD 88
 HY0623
 HY0623  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0623
 HY0623.The horizontal coordinates were scaled from a topographic map and have
 HY0623.an estimated accuracy of +/- 6 seconds.
 HY0623
 HY0623.The orthometric height was determined by differential leveling
 HY0623.and adjusted by the National Geodetic Survey in 1992..
 HY0623.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0623.rate of 2.1 thru 3.0 mm/km.
 HY0623
 HY0623.The geoid height was determined by GEOID03.
 HY0623
 HY0623.The dynamic height is computed by dividing the NAVD 88
 HY0623.geopotential number by the normal gravity value computed on the
 HY0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0623.degrees latitude (g = 980.6199 gals.).
 HY0623
 HY0623.The modeled gravity was interpolated from observed gravity values.
 HY0623
 HY0623;                    North         East    Units  Estimated Accuracy
 HY0623;SPC WV S     -   163,690.      509,850.      MT  (+/- 180 meters Scaled)
 HY0623
 HY0623                          SUPERSEDED SURVEY CONTROL
 HY0623
 HY0623  NGVD 29 (??/??/92)  194.539  (m)          638.25   (f) ADJ UNCH    2 0
 HY0623
 HY0623.Superseded values are not recommended for survey control.
 HY0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0623.See file dsdata.txt to determine how the superseded data were derived.
 HY0623
 HY0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC098585(NAD 83)
 HY0623_MARKER: DB = BENCH MARK DISK
 HY0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0623_STAMPING: Q 116 1956
 HY0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0623+STABILITY: SURFACE MOTION
 HY0623
 HY0623  HISTORY     - Date     Condition        Report By
 HY0623  HISTORY     - 1956     MONUMENTED       CGS
 HY0623
 HY0623                          STATION DESCRIPTION
 HY0623
 HY0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0623'3.6 MI N FROM HURRICANE.
 HY0623'ABOUT 0.65 MILE EAST-NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 HY0623'WINFIELD FROM THE CHESAPEAKE AND OHIO RAILWAY STATION AT HURRICANE,
 HY0623'THENCE ABOUT 2.95 MILES NORTHWEST AND NORTH ALONG A BLACK TOP AND
 HY0623'GRAVEL ROAD, ABOUT 0.15 MILE SOUTH OF JUNCTION OF A ROAD LEADING
 HY0623'WEST AND NORTHWEST ALONG TRACE CREEK TO BAILEY SCHOOL, ABOUT 0.15
 HY0623'MILE NORTH OF JUNCTION OF A ROAD SOUTHWEST AND DOWNHILL TO BETHEL
 HY0623'BAPTIST CHURCH, 18 FEET EAST OF CENTER LINE OF ROAD, ABOUT 30 YARDS
 HY0623'SOUTH OF A BREAK IN GRADE (FLAT TO NORTH AND DOWNHILL TO SOUTH),
 HY0623'6 FEET EAST OF CENTER OF A DITCH AND ON A 3-YARD WIDE STRIP OF LEVEL
 HY0623'LAND BETWEEN ROAD AND FOOT OF A HILL, 49 FEET SOUTHEAST AND ACROSS
 HY0623'ROAD FROM A TELEPHONE POLE, 1/2 FOOT ABOVE LEVEL OF ROAD AND SET
 HY0623'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0616 ***********************************************************************
 HY0616  DESIGNATION -  Q 117
 HY0616  PID         -  HY0616
 HY0616  STATE/COUNTY-  WV/CABELL
 HY0616  USGS QUAD   -  MILTON (1989)
 HY0616
 HY0616                         *CURRENT SURVEY CONTROL
 HY0616  ___________________________________________________________________
 HY0616* NAD 83(1986)-  38 28 04.     (N)    082 09 42.     (W)     SCALED    
 HY0616* NAVD 88     -       178.203  (meters)     584.65   (feet)  POSTED    
 HY0616  ___________________________________________________________________
 HY0616  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY0616  DYNAMIC HT  -         178.080 (meters)     584.25  (feet)  COMP
 HY0616  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 HY0616
 HY0616  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0616
 HY0616.The horizontal coordinates were scaled from a topographic map and have
 HY0616.an estimated accuracy of +/- 6 seconds.
 HY0616
 HY0616.The orthometric height was determined by differential leveling
 HY0616.and adjusted by the National Geodetic Survey in 1992..
 HY0616.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0616.rate of 0.0 thru 1.0 mm/km.
 HY0616
 HY0616.The geoid height was determined by GEOID03.
 HY0616
 HY0616.The dynamic height is computed by dividing the NAVD 88
 HY0616.geopotential number by the normal gravity value computed on the
 HY0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0616.degrees latitude (g = 980.6199 gals.).
 HY0616
 HY0616.The modeled gravity was interpolated from observed gravity values.
 HY0616
 HY0616;                    North         East    Units  Estimated Accuracy
 HY0616;SPC WV S     -   163,540.      498,630.      MT  (+/- 180 meters Scaled)
 HY0616
 HY0616                          SUPERSEDED SURVEY CONTROL
 HY0616
 HY0616  NGVD 29 (??/??/92)  178.385  (m)          585.25   (f) ADJ UNCH    2 0
 HY0616
 HY0616.Superseded values are not recommended for survey control.
 HY0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0616.See file dsdata.txt to determine how the superseded data were derived.
 HY0616
 HY0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC986583(NAD 83)
 HY0616_MARKER: DB = BENCH MARK DISK
 HY0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0616_STAMPING: Q 117 1956
 HY0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0616+STABILITY: SURFACE MOTION
 HY0616
 HY0616  HISTORY     - Date     Condition        Report By
 HY0616  HISTORY     - 1956     MONUMENTED       CGS
 HY0616
 HY0616                          STATION DESCRIPTION
 HY0616
 HY0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0616'3.4 MI NE FROM YATES.
 HY0616'ABOUT 0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 HY0616'OF THE CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 1.5
 HY0616'MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 1.55
 HY0616'MILES NORTH AND NORTHEAST ALONG A GRAVEL ROAD, FOLLOWING LOWER CREEK,
 HY0616'ABOUT 0.85 MILE NORTHEAST OF LOWER CREEK METHODIST CHURCH, 0.8
 HY0616'MILE NORTHEAST OF JUNCTION OF GRAVEL ROAD NORTHWEST, 33 FEET
 HY0616'NORTHEAST OF CENTER LINE OF ROAD, 64 FEET EAST OF CENTER OF JUNCTION
 HY0616'OF ROAD AND A DRIVE NORTHEAST FORDING A CREEK, 82 FEET EAST-SOUTHEAST
 HY0616'OF NORTHEAST END OF A 30-INCH PIPE CULVERT FOR A SMALL HOLLOW,
 HY0616'3 FEET SOUTH OF POWER POLE NO. 417/3, 3 1/2 FEET SOUTHWEST OF HIGH
 HY0616'SOUTHWEST BANK OF LOWER CREEK, ABOUT LEVEL WITH ROAD AND SET
 HY0616'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0247 ***********************************************************************
 HY0247  DESIGNATION -  Q 118
 HY0247  PID         -  HY0247
 HY0247  STATE/COUNTY-  WV/PUTNAM
 HY0247  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0247
 HY0247                         *CURRENT SURVEY CONTROL
 HY0247  ___________________________________________________________________
 HY0247* NAD 83(1986)-  38 37 26.     (N)    082 01 05.     (W)     SCALED    
 HY0247* NAVD 88     -       254.549  (meters)     835.13   (feet)  ADJUSTED  
 HY0247  ___________________________________________________________________
 HY0247  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HY0247  DYNAMIC HT  -         254.382 (meters)     834.58  (feet)  COMP
 HY0247  MODELED GRAV-     979,965.6   (mgal)                       NAVD 88
 HY0247
 HY0247  VERT ORDER  -  SECOND    CLASS 0
 HY0247
 HY0247.The horizontal coordinates were scaled from a topographic map and have
 HY0247.an estimated accuracy of +/- 6 seconds.
 HY0247
 HY0247.The orthometric height was determined by differential leveling
 HY0247.and adjusted by the National Geodetic Survey in June 1991..
 HY0247
 HY0247.The geoid height was determined by GEOID03.
 HY0247
 HY0247.The dynamic height is computed by dividing the NAVD 88
 HY0247.geopotential number by the normal gravity value computed on the
 HY0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0247.degrees latitude (g = 980.6199 gals.).
 HY0247
 HY0247.The modeled gravity was interpolated from observed gravity values.
 HY0247
 HY0247;                    North         East    Units  Estimated Accuracy
 HY0247;SPC WV S     -   180,720.      511,350.      MT  (+/- 180 meters Scaled)
 HY0247
 HY0247                          SUPERSEDED SURVEY CONTROL
 HY0247
 HY0247  NGVD 29 (??/??/92)  254.698  (m)          835.62   (f) ADJ UNCH    2 0
 HY0247
 HY0247.Superseded values are not recommended for survey control.
 HY0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0247.See file dsdata.txt to determine how the superseded data were derived.
 HY0247
 HY0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC113755(NAD 83)
 HY0247_MARKER: DB = BENCH MARK DISK
 HY0247_SETTING: 66 = SET IN ROCK OUTCROP
 HY0247_SP_SET: ROCK CUT
 HY0247_STAMPING: Q 118 1956
 HY0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0247+STABILITY: POSITION/ELEVATION WELL
 HY0247
 HY0247  HISTORY     - Date     Condition        Report By
 HY0247  HISTORY     - 1956     MONUMENTED       CGS
 HY0247
 HY0247                          STATION DESCRIPTION
 HY0247
 HY0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0247'1.6 MI W FROM PLINY.
 HY0247'1.6 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 HY0247'PLINY, ABOUT 0.25 MILE SOUTHEAST OF ALBERT MC COYS STORE AND
 HY0247'JUNCTION OF A GRAVEL ROAD SOUTHWEST, IN THE TOP OF AN OUTCROPPING
 HY0247'LEDGE OF A ROCK CUT, 21 FEET NORTHEAST OF CENTER LINE OF ROAD,
 HY0247'128 FEET SOUTHEAST OF NORTHEAST END OF A 30-INCH METAL PIPE
 HY0247'CULVERT UNDER ROAD, 84 1/2 FEET NORTHWEST OF NORTHEAST END OF A
 HY0247'24-INCH PIPE CULVERT UNDER ROAD, 9 3/4 FEET NORTHWEST END ABOUT
 HY0247'1/2 FOOT ABOVE A 12-INCH TRIANGLE CUT IN FACE OF LEDGE AND ABOUT
 HY0247'2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0230 ***********************************************************************
 HY0230  DESIGNATION -  Q 119
 HY0230  PID         -  HY0230
 HY0230  STATE/COUNTY-  WV/MASON
 HY0230  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0230
 HY0230                         *CURRENT SURVEY CONTROL
 HY0230  ___________________________________________________________________
 HY0230* NAD 83(1986)-  38 33 07.     (N)    082 06 51.     (W)     SCALED    
 HY0230* NAVD 88     -       262.458  (meters)     861.08   (feet)  POSTED    
 HY0230  ___________________________________________________________________
 HY0230  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HY0230  DYNAMIC HT  -         262.280 (meters)     860.50  (feet)  COMP
 HY0230  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 HY0230
 HY0230  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0230
 HY0230.The horizontal coordinates were scaled from a topographic map and have
 HY0230.an estimated accuracy of +/- 6 seconds.
 HY0230
 HY0230.The orthometric height was determined by differential leveling
 HY0230.and adjusted by the National Geodetic Survey in 1992..
 HY0230.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0230.rate of 0.0 thru 1.0 mm/km.
 HY0230
 HY0230.The geoid height was determined by GEOID03.
 HY0230
 HY0230.The dynamic height is computed by dividing the NAVD 88
 HY0230.geopotential number by the normal gravity value computed on the
 HY0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0230.degrees latitude (g = 980.6199 gals.).
 HY0230
 HY0230.The modeled gravity was interpolated from observed gravity values.
 HY0230
 HY0230;                    North         East    Units  Estimated Accuracy
 HY0230;SPC WV S     -   172,830.      502,890.      MT  (+/- 180 meters Scaled)
 HY0230
 HY0230                          SUPERSEDED SURVEY CONTROL
 HY0230
 HY0230  NGVD 29 (??/??/92)  262.635  (m)          861.66   (f) ADJ UNCH    2 0
 HY0230
 HY0230.Superseded values are not recommended for survey control.
 HY0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0230.See file dsdata.txt to determine how the superseded data were derived.
 HY0230
 HY0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC029676(NAD 83)
 HY0230_MARKER: DB = BENCH MARK DISK
 HY0230_SETTING: 66 = SET IN ROCK OUTCROP
 HY0230_SP_SET: BEDROCK
 HY0230_STAMPING: Q 119 1956
 HY0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0230+STABILITY: POSITION/ELEVATION WELL
 HY0230
 HY0230  HISTORY     - Date     Condition        Report By
 HY0230  HISTORY     - 1956     MONUMENTED       CGS
 HY0230
 HY0230                          STATION DESCRIPTION
 HY0230
 HY0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0230'4.4 MI NW FROM MT OLIVE.
 HY0230'0.35 MILE NORTH ALONG A ROAD FROM THE CHURCH AND CEMETERY AT
 HY0230'MT. OLIVE, THENCE ABOUT 4.05 MILES NORTHWEST ALONG A GRAVEL ROAD
 HY0230'LEADING TO GLENWOOD, NEAR THE TOP OF A STEEP GRADE DECENDING WEST,
 HY0230'ABOUT 0.2 MILE WEST OF A LARGE BARN NORTHEAST OF ROAD, IN THE TOP
 HY0230'OF OUTCROPPING BED ROCK, 17 FEET NORTH-NORTHEAST OF CENTER LINE
 HY0230'OF ROAD, 153 FEET WEST-NORTHWEST OF CENTER OF ROAD AT TOP OF
 HY0230'GRADE, 17 FEET WEST AND 3 FEET BELOW A 12-INCH TRIANGLE CHISELED
 HY0230'IN FACE OF ROCK LEDGE, 3/4 FEET NORTHEAST AND 1 FOOT ABOVE A
 HY0230'6-INCH TRIANGLE CHISELED IN FACE OF LEDGE AND ABOUT 3 1/2 FEET
 HY0230'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1562 ***********************************************************************
 HX1562  DESIGNATION -  Q 12
 HX1562  PID         -  HX1562
 HX1562  STATE/COUNTY-  WV/BRAXTON
 HX1562  USGS QUAD   -  SUTTON (1976)
 HX1562
 HX1562                         *CURRENT SURVEY CONTROL
 HX1562  ___________________________________________________________________
 HX1562* NAD 83(1986)-  38 40 45.     (N)    080 37 44.     (W)     SCALED    
 HX1562* NAVD 88     -       304.333  (meters)     998.47   (feet)  ADJUSTED  
 HX1562  ___________________________________________________________________
 HX1562  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HX1562  DYNAMIC HT  -         304.121 (meters)     997.77  (feet)  COMP
 HX1562  MODELED GRAV-     979,922.9   (mgal)                       NAVD 88
 HX1562
 HX1562  VERT ORDER  -  SECOND    CLASS 0
 HX1562
 HX1562.The horizontal coordinates were scaled from a topographic map and have
 HX1562.an estimated accuracy of +/- 6 seconds.
 HX1562
 HX1562.The orthometric height was determined by differential leveling
 HX1562.and adjusted by the National Geodetic Survey in June 1991..
 HX1562
 HX1562.The geoid height was determined by GEOID03.
 HX1562
 HX1562.The dynamic height is computed by dividing the NAVD 88
 HX1562.geopotential number by the normal gravity value computed on the
 HX1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1562.degrees latitude (g = 980.6199 gals.).
 HX1562
 HX1562.The modeled gravity was interpolated from observed gravity values.
 HX1562
 HX1562;                    North         East    Units  Estimated Accuracy
 HX1562;SPC WV S     -   186,440.      632,290.      MT  (+/- 180 meters Scaled)
 HX1562
 HX1562                          SUPERSEDED SURVEY CONTROL
 HX1562
 HX1562  NGVD 29 (??/??/92)  304.515  (m)          999.06   (f) ADJ UNCH    2 0
 HX1562
 HX1562.Superseded values are not recommended for survey control.
 HX1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1562.See file dsdata.txt to determine how the superseded data were derived.
 HX1562
 HX1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC322812(NAD 83)
 HX1562_MARKER: DB = BENCH MARK DISK
 HX1562_SETTING: 80 = SET IN A BOULDER
 HX1562_SP_SET: BOULDER
 HX1562_STAMPING: Q 12 1933
 HX1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1562+STABILITY: SURFACE MOTION
 HX1562
 HX1562  HISTORY     - Date     Condition        Report By
 HX1562  HISTORY     - 1933     MONUMENTED       CGS
 HX1562  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1562  HISTORY     - 1965     MARK NOT FOUND   NGS
 HX1562
 HX1562                          STATION DESCRIPTION
 HX1562
 HX1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1562'1.4 MI N FROM GILLESPIE.
 HX1562'1.4 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1562'STATION AT GILLESPIE, BRAXTON COUNTY, 7 RAILS NORTH OF THE NORTH
 HX1562'END OF BRIDGE 67 A, 3.5 RAILS SOUTH OF MILEPOST C 67, 7 YARDS
 HX1562'WEST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A LARGE
 HX1562'BOULDER, 5 FEET HIGHER THAN THE TRACK.  NOTE-- AT PRESENT DATE
 HX1562'DESCRIBED LOCATION OF MARK IS COVERED BY BACK WATER OF SUTTON
 HX1562'DAM.
 HX1562
 HX1562                          STATION RECOVERY (1965)
 HX1562
 HX1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HX1562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0928 ***********************************************************************
 KY0928  DESIGNATION -  Q 120
 KY0928  PID         -  KY0928
 KY0928  STATE/COUNTY-  WV/BROOKE
 KY0928  USGS QUAD   -  BETHANY (1981)
 KY0928
 KY0928                         *CURRENT SURVEY CONTROL
 KY0928  ___________________________________________________________________
 KY0928* NAD 83(1986)-  40 11 39.     (N)    080 31 31.     (W)     SCALED    
 KY0928* NAVD 88     -       252.922  (meters)     829.79   (feet)  ADJUSTED  
 KY0928  ___________________________________________________________________
 KY0928  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY0928  DYNAMIC HT  -         252.782 (meters)     829.34  (feet)  COMP
 KY0928  MODELED GRAV-     980,064.6   (mgal)                       NAVD 88
 KY0928
 KY0928  VERT ORDER  -  SECOND    CLASS 0
 KY0928
 KY0928.The horizontal coordinates were scaled from a topographic map and have
 KY0928.an estimated accuracy of +/- 6 seconds.
 KY0928
 KY0928.The orthometric height was determined by differential leveling
 KY0928.and adjusted by the National Geodetic Survey in June 1991..
 KY0928
 KY0928.The geoid height was determined by GEOID03.
 KY0928
 KY0928.The dynamic height is computed by dividing the NAVD 88
 KY0928.geopotential number by the normal gravity value computed on the
 KY0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0928.degrees latitude (g = 980.6199 gals.).
 KY0928
 KY0928.The modeled gravity was interpolated from observed gravity values.
 KY0928
 KY0928;                    North         East    Units  Estimated Accuracy
 KY0928;SPC WV N     -   188,590.      512,700.      MT  (+/- 180 meters Scaled)
 KY0928
 KY0928                          SUPERSEDED SURVEY CONTROL
 KY0928
 KY0928  NGVD 29 (??/??/92)  253.083  (m)          830.32   (f) ADJ UNCH    2 0
 KY0928
 KY0928.Superseded values are not recommended for survey control.
 KY0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0928.See file dsdata.txt to determine how the superseded data were derived.
 KY0928
 KY0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE404494(NAD 83)
 KY0928_MARKER: DB = BENCH MARK DISK
 KY0928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0928_SP_SET: BRIDGE WALL
 KY0928_STAMPING: Q 120 1957
 KY0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0928
 KY0928  HISTORY     - Date     Condition        Report By
 KY0928  HISTORY     - 1957     MONUMENTED       CGS
 KY0928
 KY0928                          STATION DESCRIPTION
 KY0928
 KY0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0928'2.5 MI E FROM BETHANY.
 KY0928'ABOUT 2.5 MILES EAST ALONG STATE HIGHWAY 67 FROM THE POST OFFICE AT
 KY0928'BETHANY, 0.35 MILE WEST OF THE PENNSYLVANIA-WEST VIRGINIA STATE LINE,
 KY0928'AT JUNCTION OF A GRAVEL ROAD SOUTH, 68 1/2 FEET SOUTH OF CENTER
 KY0928'LINE OF HIGHWAY, 13 1/2 FEET EAST OF CENTER LINE OF GRAVEL ROAD
 KY0928'SOUTH, IN THE TOP AND 3 FEET SOUTHWEST OF NORTHEAST END OF
 KY0928'NORTHEAST CONCRETE WING WALL OF A DOUBLE ARCHED BRIDGE OVER
 KY0928'BUFFALO CREEK ON ROAD SOUTH AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0983 ***********************************************************************
 KY0983  DESIGNATION -  Q 121
 KY0983  PID         -  KY0983
 KY0983  STATE/COUNTY-  WV/OHIO
 KY0983  USGS QUAD   -  VALLEY GROVE (1981)
 KY0983
 KY0983                         *CURRENT SURVEY CONTROL
 KY0983  ___________________________________________________________________
 KY0983* NAD 83(1986)-  40 06 40.     (N)    080 35 06.     (W)     SCALED    
 KY0983* NAVD 88     -       340.019  (meters)    1115.55   (feet)  ADJUSTED  
 KY0983  ___________________________________________________________________
 KY0983  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY0983  DYNAMIC HT  -         339.829 (meters)    1114.92  (feet)  COMP
 KY0983  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 KY0983
 KY0983  VERT ORDER  -  SECOND    CLASS 0
 KY0983
 KY0983.The horizontal coordinates were scaled from a topographic map and have
 KY0983.an estimated accuracy of +/- 6 seconds.
 KY0983
 KY0983.The orthometric height was determined by differential leveling
 KY0983.and adjusted by the National Geodetic Survey in June 1991..
 KY0983
 KY0983.The geoid height was determined by GEOID03.
 KY0983
 KY0983.The dynamic height is computed by dividing the NAVD 88
 KY0983.geopotential number by the normal gravity value computed on the
 KY0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0983.degrees latitude (g = 980.6199 gals.).
 KY0983
 KY0983.The modeled gravity was interpolated from observed gravity values.
 KY0983
 KY0983;                    North         East    Units  Estimated Accuracy
 KY0983;SPC WV N     -   179,420.      507,500.      MT  (+/- 180 meters Scaled)
 KY0983
 KY0983                          SUPERSEDED SURVEY CONTROL
 KY0983
 KY0983  NGVD 29 (??/??/92)  340.172  (m)         1116.05   (f) ADJ UNCH    2 0
 KY0983
 KY0983.Superseded values are not recommended for survey control.
 KY0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0983.See file dsdata.txt to determine how the superseded data were derived.
 KY0983
 KY0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE353401(NAD 83)
 KY0983_MARKER: DB = BENCH MARK DISK
 KY0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0983_STAMPING: Q 121 1957
 KY0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0983+STABILITY: SURFACE MOTION
 KY0983
 KY0983  HISTORY     - Date     Condition        Report By
 KY0983  HISTORY     - 1957     MONUMENTED       CGS
 KY0983
 KY0983                          STATION DESCRIPTION
 KY0983
 KY0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0983'2.8 MI NW FROM VALLEY GROVE.
 KY0983'ABOUT 0.65 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE FIRE STATION
 KY0983'AT VALLEY GROVE, THENCE ABOUT 2.1 MILES NORTH ALONG BATTLE RUN ROAD,
 KY0983'12 FEET WEST OF CENTER LINE OF ROAD, 201 FEET SOUTH OF CENTER OF
 KY0983'JUNCTION OF A DRIVE SOUTHEAST AND UPHILL TO A FARM HOUSE, 141 FEET
 KY0983'SOUTH OF TELEPHONE POLE NO. 250-48, 79 FEET NORTH OF TELEPHONE POLE
 KY0983'NO. 250-47, 39 FEET SOUTH OF WEST END OF A PIPE CULVERT UNDER ROAD
 KY0983'88 FEET NORTH OF WEST END OF A PIPE CULVERT UNDER ROAD, 1 FOOT EAST
 KY0983'OF A FENCE LINE, 2 FEET NORTHEAST OF A SLIGHT CORNER IN FENCE LINE,
 KY0983'2 FEET SOUTH OF A WHITE CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD
 KY0983'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0737 ***********************************************************************
 JX0737  DESIGNATION -  Q 122
 JX0737  PID         -  JX0737
 JX0737  STATE/COUNTY-  WV/MARSHALL
 JX0737  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0737
 JX0737                         *CURRENT SURVEY CONTROL
 JX0737  ___________________________________________________________________
 JX0737* NAD 83(1986)-  39 56 11.     (N)    080 43 04.     (W)     SCALED    
 JX0737* NAVD 88     -       390.315  (meters)    1280.56   (feet)  ADJUSTED  
 JX0737  ___________________________________________________________________
 JX0737  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JX0737  DYNAMIC HT  -         390.095 (meters)    1279.84  (feet)  COMP
 JX0737  MODELED GRAV-     980,051.8   (mgal)                       NAVD 88
 JX0737
 JX0737  VERT ORDER  -  SECOND    CLASS 0
 JX0737
 JX0737.The horizontal coordinates were scaled from a topographic map and have
 JX0737.an estimated accuracy of +/- 6 seconds.
 JX0737
 JX0737.The orthometric height was determined by differential leveling
 JX0737.and adjusted by the National Geodetic Survey in June 1991..
 JX0737
 JX0737.The geoid height was determined by GEOID03.
 JX0737
 JX0737.The dynamic height is computed by dividing the NAVD 88
 JX0737.geopotential number by the normal gravity value computed on the
 JX0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0737.degrees latitude (g = 980.6199 gals.).
 JX0737
 JX0737.The modeled gravity was interpolated from observed gravity values.
 JX0737
 JX0737;                    North         East    Units  Estimated Accuracy
 JX0737;SPC WV N     -   160,170.      495,920.      MT  (+/- 180 meters Scaled)
 JX0737
 JX0737                          SUPERSEDED SURVEY CONTROL
 JX0737
 JX0737  NGVD 29 (??/??/92)  390.474  (m)         1281.08   (f) ADJ UNCH    2 0
 JX0737
 JX0737.Superseded values are not recommended for survey control.
 JX0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0737.See file dsdata.txt to determine how the superseded data were derived.
 JX0737
 JX0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE241207(NAD 83)
 JX0737_MARKER: DB = BENCH MARK DISK
 JX0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0737_SP_SET: CATCH BASIN
 JX0737_STAMPING: Q 122 1957
 JX0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0737
 JX0737  HISTORY     - Date     Condition        Report By
 JX0737  HISTORY     - 1957     MONUMENTED       CGS
 JX0737  HISTORY     - 1983     GOOD             NGS
 JX0737
 JX0737                          STATION DESCRIPTION
 JX0737
 JX0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0737'2.8 MI NE FROM MOUNDSVILLE.
 JX0737'ABOUT 2.8 MILES NORTHEAST ALONG U.S. HIGHWAY 250 FROM THE POST
 JX0737'OFFICE AT MOUNDSVILLE, ABOUT 0.1 MILE WEST OF THE TOP OF A
 JX0737'GRADE, ABOUT 0.6 MILE SOUTHWEST OF FAIRVIEW METHODIST CHURCH,
 JX0737'18 FEET SOUTH OF CENTER LINE OF HIGHWAY, IN THE TOP OF THE BACK
 JX0737'WALL AND NEAR CENTER OF BACK WALL OF A 2 1/2 BY 4-FOOT CONCRETE
 JX0737'CATCH BASIN FOR A 15-INCH PIPE CULVERT UNDER HIGHWAY AND ABOUT
 JX0737'LEVEL WITH HIGHWAY.
 JX0737
 JX0737                          STATION RECOVERY (1983)
 JX0737
 JX0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0739 ***********************************************************************
 JX0739  DESIGNATION -  Q 123
 JX0739  PID         -  JX0739
 JX0739  STATE/COUNTY-  WV/MARSHALL
 JX0739  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0739
 JX0739                         *CURRENT SURVEY CONTROL
 JX0739  ___________________________________________________________________
 JX0739* NAD 83(1986)-  39 56 34.     (N)    080 41 16.     (W)     SCALED    
 JX0739* NAVD 88     -       398.517  (meters)    1307.47   (feet)  ADJUSTED  
 JX0739  ___________________________________________________________________
 JX0739  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX0739  DYNAMIC HT  -         398.287 (meters)    1306.71  (feet)  COMP
 JX0739  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 JX0739
 JX0739  VERT ORDER  -  SECOND    CLASS 0
 JX0739
 JX0739.The horizontal coordinates were scaled from a topographic map and have
 JX0739.an estimated accuracy of +/- 6 seconds.
 JX0739
 JX0739.The orthometric height was determined by differential leveling
 JX0739.and adjusted by the National Geodetic Survey in June 1991..
 JX0739
 JX0739.The geoid height was determined by GEOID03.
 JX0739
 JX0739.The dynamic height is computed by dividing the NAVD 88
 JX0739.geopotential number by the normal gravity value computed on the
 JX0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0739.degrees latitude (g = 980.6199 gals.).
 JX0739
 JX0739.The modeled gravity was interpolated from observed gravity values.
 JX0739
 JX0739;                    North         East    Units  Estimated Accuracy
 JX0739;SPC WV N     -   160,850.      498,490.      MT  (+/- 180 meters Scaled)
 JX0739
 JX0739                          SUPERSEDED SURVEY CONTROL
 JX0739
 JX0739  NGVD 29 (??/??/92)  398.667  (m)         1307.96   (f) ADJ UNCH    2 0
 JX0739
 JX0739.Superseded values are not recommended for survey control.
 JX0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0739.See file dsdata.txt to determine how the superseded data were derived.
 JX0739
 JX0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE266214(NAD 83)
 JX0739_MARKER: DB = BENCH MARK DISK
 JX0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0739_STAMPING: Q 123 1957
 JX0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0739+STABILITY: SURFACE MOTION
 JX0739
 JX0739  HISTORY     - Date     Condition        Report By
 JX0739  HISTORY     - 1957     MONUMENTED       CGS
 JX0739  HISTORY     - 1983     GOOD             NGS
 JX0739
 JX0739                          STATION DESCRIPTION
 JX0739
 JX0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0739'4.7 MI NE FROM MOUNDSVILLE.
 JX0739'ABOUT 4.7 MILES NORTHEAST AND EAST ALONG U.S. HIGHWAY 250 FROM THE
 JX0739'POST OFFICE AT MOUNDSVILLE, ABOUT 0.1 MILE WEST OF JUNCTION OF A
 JX0739'SMALL ROAD SOUTH, 1.3 MILES NORTHEAST OF FAIRVIEW METHODIST CHURCH,
 JX0739'20 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 11 1/2 FEET SOUTHEAST
 JX0739'OF WEST CORNER OF A BARN, 51 FEET WEST-NORTHWEST OF SOUTH CORNER OF
 JX0739'SAME BARN, 2.3 FEET EAST OF TELEPHONE POLE NO. 48-105, 47 FEET
 JX0739'SOUTHEAST OF NORTHEAST END OF A 15-INCH PIPE CULVERT UNDER HIGHWAY,
 JX0739'26 1/2 FEET SOUTHEAST OF CENTER LINE OF A FARM DRIVE LEADING VIA A
 JX0739'SILO, 100 FEET NORTHWEST OF THE NORTHEAST END OF A PIPE CULVERT UNDER
 JX0739'HIGHWAY, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JX0739'POST PROJECTING 1 INCH.  NOTE-- MARK IS ABOUT 2.8 MILES NORTHWEST
 JX0739'AND WEST ALONG HIGHWAY 250 FROM WASHINGTON DISTRICT CONSOLIDATED
 JX0739'SCHOOL AT LIMESTONE.
 JX0739
 JX0739                          STATION RECOVERY (1983)
 JX0739
 JX0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0770 ***********************************************************************
 JX0770  DESIGNATION -  Q 124
 JX0770  PID         -  JX0770
 JX0770  STATE/COUNTY-  WV/MARSHALL
 JX0770  USGS QUAD   -  MAJORSVILLE (1988)
 JX0770
 JX0770                         *CURRENT SURVEY CONTROL
 JX0770  ___________________________________________________________________
 JX0770* NAD 83(1986)-  39 57 47.     (N)    080 31 09.     (W)     SCALED    
 JX0770* NAVD 88     -       255.808  (meters)     839.26   (feet)  ADJUSTED  
 JX0770  ___________________________________________________________________
 JX0770  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JX0770  DYNAMIC HT  -         255.657 (meters)     838.77  (feet)  COMP
 JX0770  MODELED GRAV-     980,029.1   (mgal)                       NAVD 88
 JX0770
 JX0770  VERT ORDER  -  SECOND    CLASS 0
 JX0770
 JX0770.The horizontal coordinates were scaled from a topographic map and have
 JX0770.an estimated accuracy of +/- 6 seconds.
 JX0770
 JX0770.The orthometric height was determined by differential leveling
 JX0770.and adjusted by the National Geodetic Survey in June 1991..
 JX0770
 JX0770.The geoid height was determined by GEOID03.
 JX0770
 JX0770.The dynamic height is computed by dividing the NAVD 88
 JX0770.geopotential number by the normal gravity value computed on the
 JX0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0770.degrees latitude (g = 980.6199 gals.).
 JX0770
 JX0770.The modeled gravity was interpolated from observed gravity values.
 JX0770
 JX0770;                    North         East    Units  Estimated Accuracy
 JX0770;SPC WV N     -   162,920.      512,930.      MT  (+/- 180 meters Scaled)
 JX0770
 JX0770                          SUPERSEDED SURVEY CONTROL
 JX0770
 JX0770  NGVD 29 (??/??/92)  255.947  (m)          839.72   (f) ADJ UNCH    2 0
 JX0770
 JX0770.Superseded values are not recommended for survey control.
 JX0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0770.See file dsdata.txt to determine how the superseded data were derived.
 JX0770
 JX0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE410237(NAD 83)
 JX0770_MARKER: DB = BENCH MARK DISK
 JX0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0770_SP_SET: BRIDGE
 JX0770_STAMPING: Q 124 1957
 JX0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0770
 JX0770  HISTORY     - Date     Condition        Report By
 JX0770  HISTORY     - 1957     MONUMENTED       CGS
 JX0770
 JX0770                          STATION DESCRIPTION
 JX0770
 JX0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0770'4.1 MI NE FROM CALIS.
 JX0770'ABOUT 4.1 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO
 JX0770'MAJORSVILLE FROM MOUNT HOPE CHURCH AND CEMETERY AT CALIS, AT
 JX0770'MAJORSVILLE, NEAR THE PENNSYLVANIA-WEST VIRGINIA STATE LINE, 0.35
 JX0770'MILE WEST OF SALEM METHODIST CHURCH, IN THE TOP OF THE NORTHWEST
 JX0770'END OF SOUTHWEST CONCRETE ABUTMENT OF A 27-FOOT STEEL PIPE BRIDGE
 JX0770'OVER A CREEK, 17 FEET NORTHWEST OF CENTER LINE OF ROAD, 11 FEET
 JX0770'NORTHWEST OF NORTHWEST EDGE OF BRIDGE AND ABOUT 1 1/2 FEET
 JX0770'BELOW LEVEL OF ROAD.  NOTE-- MARK IS ABOUT 4.85 MILES SOUTHWEST
 JX0770'ALONG A BLACK TOP ROAD LEADING TO MAJORSVILLE FORM THE POST
 JX0770'OFFICE AT WEST FINLEY, WASHINGTON COUNTY PENNSYLVANIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0516 ***********************************************************************
 JX0516  DESIGNATION -  Q 125
 JX0516  PID         -  JX0516
 JX0516  STATE/COUNTY-  WV/MARSHALL
 JX0516  USGS QUAD   -  CAMERON (1988)
 JX0516
 JX0516                         *CURRENT SURVEY CONTROL
 JX0516  ___________________________________________________________________
 JX0516* NAD 83(1986)-  39 45 25.     (N)    080 33 23.     (W)     SCALED    
 JX0516* NAVD 88     -       271.272  (meters)     890.00   (feet)  ADJUSTED  
 JX0516  ___________________________________________________________________
 JX0516  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0516  DYNAMIC HT  -         271.114 (meters)     889.48  (feet)  COMP
 JX0516  MODELED GRAV-     980,038.3   (mgal)                       NAVD 88
 JX0516
 JX0516  VERT ORDER  -  SECOND    CLASS 0
 JX0516
 JX0516.The horizontal coordinates were scaled from a topographic map and have
 JX0516.an estimated accuracy of +/- 6 seconds.
 JX0516
 JX0516.The orthometric height was determined by differential leveling
 JX0516.and adjusted by the National Geodetic Survey in June 1991..
 JX0516
 JX0516.The geoid height was determined by GEOID03.
 JX0516
 JX0516.The dynamic height is computed by dividing the NAVD 88
 JX0516.geopotential number by the normal gravity value computed on the
 JX0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0516.degrees latitude (g = 980.6199 gals.).
 JX0516
 JX0516.The modeled gravity was interpolated from observed gravity values.
 JX0516
 JX0516;                    North         East    Units  Estimated Accuracy
 JX0516;SPC WV N     -   140,080.      509,480.      MT  (+/- 180 meters Scaled)
 JX0516
 JX0516                          SUPERSEDED SURVEY CONTROL
 JX0516
 JX0516  NGVD 29 (??/??/92)  271.411  (m)          890.45   (f) ADJ UNCH    2 0
 JX0516
 JX0516.Superseded values are not recommended for survey control.
 JX0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0516.See file dsdata.txt to determine how the superseded data were derived.
 JX0516
 JX0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE380008(NAD 83)
 JX0516_MARKER: DB = BENCH MARK DISK
 JX0516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0516_SP_SET: BRIDGE
 JX0516_STAMPING: Q 125 1957
 JX0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0516
 JX0516  HISTORY     - Date     Condition        Report By
 JX0516  HISTORY     - 1957     MONUMENTED       CGS
 JX0516
 JX0516                          STATION DESCRIPTION
 JX0516
 JX0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0516'AT BELLTON.
 JX0516'AT BELLTON, ALONG THE BALTIMORE AND OHIO RAILROAD, ABOUT 155
 JX0516'YARDS WEST OF THE STATION (DENVER STATION), NEAR MILEAGE POLE
 JX0516'NO. 344+16, IN THE TOP OF THE FIRST STEP DOWN OF THE SOUTHWEST
 JX0516'CONCRETE WING WALL OF WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 JX0516'NO. 136 OVER A CREEK, 11 1/2 FEET SOUTH OF SOUTH RAIL AND
 JX0516'ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0554 ***********************************************************************
 JX0554  DESIGNATION -  Q 126
 JX0554  PID         -  JX0554
 JX0554  STATE/COUNTY-  WV/WETZEL
 JX0554  USGS QUAD   -  WILEYVILLE (1976)
 JX0554
 JX0554                         *CURRENT SURVEY CONTROL
 JX0554  ___________________________________________________________________
 JX0554* NAD 83(1986)-  39 40 19.     (N)    080 41 09.     (W)     SCALED    
 JX0554* NAVD 88     -       369.410  (meters)    1211.97   (feet)  ADJUSTED  
 JX0554  ___________________________________________________________________
 JX0554  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JX0554  DYNAMIC HT  -         369.193 (meters)    1211.26  (feet)  COMP
 JX0554  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 JX0554
 JX0554  VERT ORDER  -  SECOND    CLASS 0
 JX0554
 JX0554.The horizontal coordinates were scaled from a topographic map and have
 JX0554.an estimated accuracy of +/- 6 seconds.
 JX0554
 JX0554.The orthometric height was determined by differential leveling
 JX0554.and adjusted by the National Geodetic Survey in June 1991..
 JX0554
 JX0554.The geoid height was determined by GEOID03.
 JX0554
 JX0554.The dynamic height is computed by dividing the NAVD 88
 JX0554.geopotential number by the normal gravity value computed on the
 JX0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0554.degrees latitude (g = 980.6199 gals.).
 JX0554
 JX0554.The modeled gravity was interpolated from observed gravity values.
 JX0554
 JX0554;                    North         East    Units  Estimated Accuracy
 JX0554;SPC WV N     -   130,780.      498,260.      MT  (+/- 180 meters Scaled)
 JX0554
 JX0554                          SUPERSEDED SURVEY CONTROL
 JX0554
 JX0554  NGVD 29 (??/??/92)  369.571  (m)         1212.50   (f) ADJ UNCH    2 0
 JX0554
 JX0554.Superseded values are not recommended for survey control.
 JX0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0554.See file dsdata.txt to determine how the superseded data were derived.
 JX0554
 JX0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND269913(NAD 83)
 JX0554_MARKER: DB = BENCH MARK DISK
 JX0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0554_SP_SET: CULVERT
 JX0554_STAMPING: Q 126 1957
 JX0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0554
 JX0554  HISTORY     - Date     Condition        Report By
 JX0554  HISTORY     - 1957     MONUMENTED       CGS
 JX0554
 JX0554                          STATION DESCRIPTION
 JX0554
 JX0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0554'1.8 MI E FROM NEWDALE.
 JX0554'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 89 FROM THE ROAD
 JX0554'JUNCTION AT NEWDALE, ABOUT 0.2 MILE NORTHEAST OF JUNCTION OF A
 JX0554'ROAD SOUTH, IN THE TOP OF THE SOUTHWEST END OF NORTHWEST HEAD
 JX0554'WALL OF A 6-FOOT CONCRETE CULVERT UNDER HIGHWAY, 13 FEET
 JX0554'NORTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0686 ***********************************************************************
 JX0686  DESIGNATION -  Q 127
 JX0686  PID         -  JX0686
 JX0686  STATE/COUNTY-  WV/MARSHALL
 JX0686  USGS QUAD   -  GLEN EASTON (1976)
 JX0686
 JX0686                         *CURRENT SURVEY CONTROL
 JX0686  ___________________________________________________________________
 JX0686* NAD 83(1986)-  39 46 23.     (N)    080 42 23.     (W)     SCALED    
 JX0686* NAVD 88     -       257.448  (meters)     844.64   (feet)  ADJUSTED  
 JX0686  ___________________________________________________________________
 JX0686  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX0686  DYNAMIC HT  -         257.303 (meters)     844.17  (feet)  COMP
 JX0686  MODELED GRAV-     980,057.1   (mgal)                       NAVD 88
 JX0686
 JX0686  VERT ORDER  -  SECOND    CLASS 0
 JX0686
 JX0686.The horizontal coordinates were scaled from a topographic map and have
 JX0686.an estimated accuracy of +/- 6 seconds.
 JX0686
 JX0686.The orthometric height was determined by differential leveling
 JX0686.and adjusted by the National Geodetic Survey in June 1991..
 JX0686
 JX0686.The geoid height was determined by GEOID03.
 JX0686
 JX0686.The dynamic height is computed by dividing the NAVD 88
 JX0686.geopotential number by the normal gravity value computed on the
 JX0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0686.degrees latitude (g = 980.6199 gals.).
 JX0686
 JX0686.The modeled gravity was interpolated from observed gravity values.
 JX0686
 JX0686;                    North         East    Units  Estimated Accuracy
 JX0686;SPC WV N     -   142,030.      496,650.      MT  (+/- 180 meters Scaled)
 JX0686
 JX0686                          SUPERSEDED SURVEY CONTROL
 JX0686
 JX0686  NGVD 29 (??/??/92)  257.595  (m)          845.13   (f) ADJ UNCH    2 0
 JX0686
 JX0686.Superseded values are not recommended for survey control.
 JX0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0686.See file dsdata.txt to determine how the superseded data were derived.
 JX0686
 JX0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE251026(NAD 83)
 JX0686_MARKER: DB = BENCH MARK DISK
 JX0686_SETTING: 66 = SET IN ROCK OUTCROP
 JX0686_SP_SET: ROCK CUT
 JX0686_STAMPING: Q 127 1957
 JX0686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0686+STABILITY: POSITION/ELEVATION WELL
 JX0686
 JX0686  HISTORY     - Date     Condition        Report By
 JX0686  HISTORY     - 1957     MONUMENTED       CGS
 JX0686
 JX0686                          STATION DESCRIPTION
 JX0686
 JX0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0686'0.4 MI N FROM LYNN CAMP.
 JX0686'ABOUT 0.45 MILE NORTH ALONG A BLACK TOP ROAD FROM THE METHODIST
 JX0686'CHURCH AT LYNN CAMP, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 JX0686'NORTHWEST AND WEST ALONG FISH CREEK, 115 FEET NORTHEAST OF CENTER
 JX0686'OF JUNCTION, 15 FEET SOUTHEAST OF CENTER LINE OF BLACK TOP ROAD,
 JX0686'103 FEET NORTHEAST OF A POWER POLE, SET VERTICALLY IN THE NORTHWEST
 JX0686'FACE OF A ROCK CUT AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0694 ***********************************************************************
 JX0694  DESIGNATION -  Q 128
 JX0694  PID         -  JX0694
 JX0694  STATE/COUNTY-  WV/MARSHALL
 JX0694  USGS QUAD   -  WILEYVILLE (1976)
 JX0694
 JX0694                         *CURRENT SURVEY CONTROL
 JX0694  ___________________________________________________________________
 JX0694* NAD 83(1986)-  39 43 32.     (N)    080 43 18.     (W)     SCALED    
 JX0694* NAVD 88     -       418.234  (meters)    1372.16   (feet)  ADJUSTED  
 JX0694  ___________________________________________________________________
 JX0694  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JX0694  DYNAMIC HT  -         417.995 (meters)    1371.37  (feet)  COMP
 JX0694  MODELED GRAV-     980,041.2   (mgal)                       NAVD 88
 JX0694
 JX0694  VERT ORDER  -  SECOND    CLASS 0
 JX0694
 JX0694.The horizontal coordinates were scaled from a topographic map and have
 JX0694.an estimated accuracy of +/- 6 seconds.
 JX0694
 JX0694.The orthometric height was determined by differential leveling
 JX0694.and adjusted by the National Geodetic Survey in June 1991..
 JX0694
 JX0694.The geoid height was determined by GEOID03.
 JX0694
 JX0694.The dynamic height is computed by dividing the NAVD 88
 JX0694.geopotential number by the normal gravity value computed on the
 JX0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0694.degrees latitude (g = 980.6199 gals.).
 JX0694
 JX0694.The modeled gravity was interpolated from observed gravity values.
 JX0694
 JX0694;                    North         East    Units  Estimated Accuracy
 JX0694;SPC WV N     -   136,770.      495,270.      MT  (+/- 180 meters Scaled)
 JX0694
 JX0694                          SUPERSEDED SURVEY CONTROL
 JX0694
 JX0694  NGVD 29 (??/??/92)  418.388  (m)         1372.66   (f) ADJ UNCH    2 0
 JX0694
 JX0694.Superseded values are not recommended for survey control.
 JX0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0694.See file dsdata.txt to determine how the superseded data were derived.
 JX0694
 JX0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND238973(NAD 83)
 JX0694_MARKER: DB = BENCH MARK DISK
 JX0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0694_STAMPING: Q 128 1957
 JX0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0694+STABILITY: SURFACE MOTION
 JX0694
 JX0694  HISTORY     - Date     Condition        Report By
 JX0694  HISTORY     - 1957     MONUMENTED       CGS
 JX0694
 JX0694                          STATION DESCRIPTION
 JX0694
 JX0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0694'0.8 MI SW FROM SAINT JOSEPH.
 JX0694'ABOUT 0.8 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE ROAD
 JX0694'JUNCTION AND CHURCH AT SAINT JOSEPH, ABOUT 0.4 MILE NORTHEAST
 JX0694'OF THE MARSHALL-WETZEL COUNTY LINE, AT THE JUNCTION OF A ROAD WEST,
 JX0694'DIRECTLY UNDER A POWER LINE THAT CROSSES THE ROAD, 22 FEET EAST
 JX0694'OF CENTER LINE OF ROAD, 56 FEET SOUTHEAST OF CENTER OF JUNCTION
 JX0694'OF ROAD WEST, 2 1/2 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT
 JX0694'NORTHWEST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A CONCRETE WITNESS
 JX0694'POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 JX0694'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0665 ***********************************************************************
 JX0665  DESIGNATION -  Q 129
 JX0665  PID         -  JX0665
 JX0665  STATE/COUNTY-  WV/WETZEL
 JX0665  USGS QUAD   -  BIG RUN (1976)
 JX0665
 JX0665                         *CURRENT SURVEY CONTROL
 JX0665  ___________________________________________________________________
 JX0665* NAD 83(1986)-  39 33 25.     (N)    080 32 54.     (W)     SCALED    
 JX0665* NAVD 88     -       269.619  (meters)     884.58   (feet)  ADJUSTED  
 JX0665  ___________________________________________________________________
 JX0665  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JX0665  DYNAMIC HT  -         269.459 (meters)     884.05  (feet)  COMP
 JX0665  MODELED GRAV-     980,024.6   (mgal)                       NAVD 88
 JX0665
 JX0665  VERT ORDER  -  SECOND    CLASS 0
 JX0665
 JX0665.The horizontal coordinates were scaled from a topographic map and have
 JX0665.an estimated accuracy of +/- 6 seconds.
 JX0665
 JX0665.The orthometric height was determined by differential leveling
 JX0665.and adjusted by the National Geodetic Survey in June 1991..
 JX0665
 JX0665.The geoid height was determined by GEOID03.
 JX0665
 JX0665.The dynamic height is computed by dividing the NAVD 88
 JX0665.geopotential number by the normal gravity value computed on the
 JX0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0665.degrees latitude (g = 980.6199 gals.).
 JX0665
 JX0665.The modeled gravity was interpolated from observed gravity values.
 JX0665
 JX0665;                    North         East    Units  Estimated Accuracy
 JX0665;SPC WV N     -   117,860.      509,910.      MT  (+/- 180 meters Scaled)
 JX0665
 JX0665                          SUPERSEDED SURVEY CONTROL
 JX0665
 JX0665  NGVD 29 (??/??/92)  269.773  (m)          885.08   (f) ADJ UNCH    2 0
 JX0665
 JX0665.Superseded values are not recommended for survey control.
 JX0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0665.See file dsdata.txt to determine how the superseded data were derived.
 JX0665
 JX0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND388786(NAD 83)
 JX0665_MARKER: DB = BENCH MARK DISK
 JX0665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0665_SP_SET: CATCH BASIN
 JX0665_STAMPING: Q 129 1957
 JX0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0665
 JX0665  HISTORY     - Date     Condition        Report By
 JX0665  HISTORY     - 1957     MONUMENTED       CGS
 JX0665
 JX0665                          STATION DESCRIPTION
 JX0665
 JX0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0665'AT MOBLEY.
 JX0665'AT MOBLEY, AT THE ROAD JUNCTION, IN THE TOP OF THE SOUTHEAST
 JX0665'CORNER OF A 3 BY 3-FOOT CONCRETE CATCH BASIN WHICH IS LOCATED
 JX0665'IN THE NORTH QUARTER OF ROAD JUNCTION, 24 FEET NORTHEAST OF
 JX0665'CENTER LINE OF MAIN ROAD, 29 FEET NORTHWEST OF CENTER LINE OF
 JX0665'ROAD NORTHEAST, 10 1/2 FEET SOUTH OF A TELEPHONE POLE AND ABOUT
 JX0665'LEVEL WITH MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1058 ***********************************************************************
 HX1058  DESIGNATION -  Q 13
 HX1058  PID         -  HX1058
 HX1058  STATE/COUNTY-  WV/NICHOLAS
 HX1058  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1058
 HX1058                         *CURRENT SURVEY CONTROL
 HX1058  ___________________________________________________________________
 HX1058* NAD 83(1986)-  38 22 02.     (N)    080 49 03.     (W)     SCALED    
 HX1058* NAVD 88     -       566.324  (meters)    1858.01   (feet)  ADJUSTED  
 HX1058  ___________________________________________________________________
 HX1058  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 HX1058  DYNAMIC HT  -         565.899 (meters)    1856.62  (feet)  COMP
 HX1058  MODELED GRAV-     979,858.8   (mgal)                       NAVD 88
 HX1058
 HX1058  VERT ORDER  -  SECOND    CLASS 0
 HX1058
 HX1058.The horizontal coordinates were scaled from a topographic map and have
 HX1058.an estimated accuracy of +/- 6 seconds.
 HX1058
 HX1058.The orthometric height was determined by differential leveling
 HX1058.and adjusted by the National Geodetic Survey in June 1991..
 HX1058
 HX1058.The geoid height was determined by GEOID03.
 HX1058
 HX1058.The dynamic height is computed by dividing the NAVD 88
 HX1058.geopotential number by the normal gravity value computed on the
 HX1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1058.degrees latitude (g = 980.6199 gals.).
 HX1058
 HX1058.The modeled gravity was interpolated from observed gravity values.
 HX1058
 HX1058;                    North         East    Units  Estimated Accuracy
 HX1058;SPC WV S     -   151,760.      615,950.      MT  (+/- 180 meters Scaled)
 HX1058
 HX1058                          SUPERSEDED SURVEY CONTROL
 HX1058
 HX1058  NGVD 29 (??/??/92)  566.480  (m)         1858.53   (f) ADJ UNCH    2 0
 HX1058
 HX1058.Superseded values are not recommended for survey control.
 HX1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1058.See file dsdata.txt to determine how the superseded data were derived.
 HX1058
 HX1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC159465(NAD 83)
 HX1058_MARKER: DB = BENCH MARK DISK
 HX1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1058_STAMPING: Q 13 1933
 HX1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1058+STABILITY: SURFACE MOTION
 HX1058
 HX1058  HISTORY     - Date     Condition        Report By
 HX1058  HISTORY     - 1933     MONUMENTED       CGS
 HX1058  HISTORY     - 1961     GOOD             NGS
 HX1058
 HX1058                          STATION DESCRIPTION
 HX1058
 HX1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1058'0.3 MI E FROM MUDDLETY.
 HX1058'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 43 FROM THE JUNCTION OF
 HX1058'U.S. HIGHWAY 19 AT MUDDLETY, 0.15 MILE EAST OF A 40 FOOT BRIDGE
 HX1058'OVER MUDDLETY CREEK, 0.1 MILE EAST OF THE BEULAH BAPTIST CHURCH,
 HX1058'ON THE WEST SIDE OF A RAVINE, AT THE EAST END OF A CUT, 32
 HX1058'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 69 FEET WEST OF
 HX1058'THE NORTH END OF A 24 INCH PIPE CULVERT FOR THE RAVINE, 1 FOOT
 HX1058'SOUTH OF A FENCE LINE, 1 FOOT EAST OF A METAL WITNESS POST, SET
 HX1058'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 HX1058'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0618 ***********************************************************************
 JX0618  DESIGNATION -  Q 130
 JX0618  PID         -  JX0618
 JX0618  STATE/COUNTY-  WV/WETZEL
 JX0618  USGS QUAD   -  WILEYVILLE (1976)
 JX0618
 JX0618                         *CURRENT SURVEY CONTROL
 JX0618  ___________________________________________________________________
 JX0618* NAD 83(1986)-  39 37 31.     (N)    080 42 30.     (W)     SCALED    
 JX0618* NAVD 88     -       235.410  (meters)     772.34   (feet)  ADJUSTED  
 JX0618  ___________________________________________________________________
 JX0618  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JX0618  DYNAMIC HT  -         235.271 (meters)     771.88  (feet)  COMP
 JX0618  MODELED GRAV-     980,030.8   (mgal)                       NAVD 88
 JX0618
 JX0618  VERT ORDER  -  SECOND    CLASS 0
 JX0618
 JX0618.The horizontal coordinates were scaled from a topographic map and have
 JX0618.an estimated accuracy of +/- 6 seconds.
 JX0618
 JX0618.The orthometric height was determined by differential leveling
 JX0618.and adjusted by the National Geodetic Survey in June 1991..
 JX0618
 JX0618.The geoid height was determined by GEOID03.
 JX0618
 JX0618.The dynamic height is computed by dividing the NAVD 88
 JX0618.geopotential number by the normal gravity value computed on the
 JX0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0618.degrees latitude (g = 980.6199 gals.).
 JX0618
 JX0618.The modeled gravity was interpolated from observed gravity values.
 JX0618
 JX0618;                    North         East    Units  Estimated Accuracy
 JX0618;SPC WV N     -   125,620.      496,260.      MT  (+/- 180 meters Scaled)
 JX0618
 JX0618                          SUPERSEDED SURVEY CONTROL
 JX0618
 JX0618  NGVD 29 (??/??/92)  235.569  (m)          772.86   (f) ADJ UNCH    2 0
 JX0618
 JX0618.Superseded values are not recommended for survey control.
 JX0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0618.See file dsdata.txt to determine how the superseded data were derived.
 JX0618
 JX0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND250862(NAD 83)
 JX0618_MARKER: DB = BENCH MARK DISK
 JX0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0618_SP_SET: CULVERT
 JX0618_STAMPING: Q 130 1957
 JX0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0618
 JX0618  HISTORY     - Date     Condition        Report By
 JX0618  HISTORY     - 1957     MONUMENTED       CGS
 JX0618
 JX0618                          STATION DESCRIPTION
 JX0618
 JX0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0618'2.3 MI W FROM WILEYVILLE.
 JX0618'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH OF
 JX0618'CHRIST AT WILEYVILLE, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 JX0618'NORTHEAST, IN THE TOP OF THE EAST WING WALL OF A 4-FOOT CONCRETE
 JX0618'BOX CULVERT UNDER HIGHWAY, 20 FEET NORTHEAST OF CENTER LINE OF
 JX0618'HIGHWAY, 150 FEET NORTHWEST OF CENTER LINE OF ROAD NORTHEAST AND
 JX0618'ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1046 ***********************************************************************
 JX1046  DESIGNATION -  Q 131
 JX1046  PID         -  JX1046
 JX1046  STATE/COUNTY-  WV/PLEASANTS
 JX1046  USGS QUAD   -  ELLENBORO (1975)
 JX1046
 JX1046                         *CURRENT SURVEY CONTROL
 JX1046  ___________________________________________________________________
 JX1046* NAD 83(1986)-  39 19 49.     (N)    081 04 46.     (W)     SCALED    
 JX1046* NAVD 88     -       334.535  (meters)    1097.55   (feet)  ADJUSTED  
 JX1046  ___________________________________________________________________
 JX1046  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JX1046  DYNAMIC HT  -         334.328 (meters)    1096.87  (feet)  COMP
 JX1046  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 JX1046
 JX1046  VERT ORDER  -  SECOND    CLASS 0
 JX1046
 JX1046.The horizontal coordinates were scaled from a topographic map and have
 JX1046.an estimated accuracy of +/- 6 seconds.
 JX1046
 JX1046.The orthometric height was determined by differential leveling
 JX1046.and adjusted by the National Geodetic Survey in June 1991..
 JX1046
 JX1046.The geoid height was determined by GEOID03.
 JX1046
 JX1046.The dynamic height is computed by dividing the NAVD 88
 JX1046.geopotential number by the normal gravity value computed on the
 JX1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1046.degrees latitude (g = 980.6199 gals.).
 JX1046
 JX1046.The modeled gravity was interpolated from observed gravity values.
 JX1046
 JX1046;                    North         East    Units  Estimated Accuracy
 JX1046;SPC WV N     -    93,370.      463,830.      MT  (+/- 180 meters Scaled)
 JX1046
 JX1046                          SUPERSEDED SURVEY CONTROL
 JX1046
 JX1046  NGVD 29 (??/??/92)  334.700  (m)         1098.09   (f) ADJ UNCH    2 0
 JX1046
 JX1046.Superseded values are not recommended for survey control.
 JX1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1046.See file dsdata.txt to determine how the superseded data were derived.
 JX1046
 JX1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD931534(NAD 83)
 JX1046_MARKER: DB = BENCH MARK DISK
 JX1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1046_STAMPING: Q 131 1957
 JX1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1046+STABILITY: SURFACE MOTION
 JX1046
 JX1046  HISTORY     - Date     Condition        Report By
 JX1046  HISTORY     - 1957     MONUMENTED       CGS
 JX1046  HISTORY     - 1963     GOOD             NGS
 JX1046
 JX1046                          STATION DESCRIPTION
 JX1046
 JX1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1046'2.5 MI N FROM FINCH.
 JX1046'ABOUT 1.4 MILES NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 50 FROM
 JX1046'THE MT. OLIVET METHODIST CHURCH AT FINCH, THENCE ABOUT 1.1
 JX1046'MILES NORTHEAST ALONG A GRAVEL ROAD, AT THE JUNCTION OF A ROAD
 JX1046'NORTHEAST, 21 FEET NORTHEAST OF CENTER LINE OF ROAD, 35 FEET
 JX1046'NORTH-NORTHWEST OF CENTER OF ROAD JUNCTION, 12 FEET NORTHWEST OF
 JX1046'CENTER OF FARM DRIVE TO A FIELD, 3 FEET SOUTHEAST OF SOUTH
 JX1046'CORNER OF A SCHOOL SHELTER, 1/2 FEET NORTHEAST OF A FENCE LINE,
 JX1046'1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2
 JX1046'FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX1046'PROJECTING 3 INCHES.
 JX1046
 JX1046                          STATION RECOVERY (1963)
 JX1046
 JX1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0923 ***********************************************************************
 JX0923  DESIGNATION -  Q 132
 JX0923  PID         -  JX0923
 JX0923  STATE/COUNTY-  WV/RITCHIE
 JX0923  USGS QUAD   -  ELLENBORO (1975)
 JX0923
 JX0923                         *CURRENT SURVEY CONTROL
 JX0923  ___________________________________________________________________
 JX0923* NAD 83(1986)-  39 18 23.     (N)    081 06 34.     (W)     SCALED    
 JX0923* NAVD 88     -       257.405  (meters)     844.50   (feet)  ADJUSTED  
 JX0923  ___________________________________________________________________
 JX0923  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX0923  DYNAMIC HT  -         257.244 (meters)     843.97  (feet)  COMP
 JX0923  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 JX0923
 JX0923  VERT ORDER  -  SECOND    CLASS 0
 JX0923
 JX0923.The horizontal coordinates were scaled from a topographic map and have
 JX0923.an estimated accuracy of +/- 6 seconds.
 JX0923
 JX0923.The orthometric height was determined by differential leveling
 JX0923.and adjusted by the National Geodetic Survey in June 1991..
 JX0923
 JX0923.The geoid height was determined by GEOID03.
 JX0923
 JX0923.The dynamic height is computed by dividing the NAVD 88
 JX0923.geopotential number by the normal gravity value computed on the
 JX0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0923.degrees latitude (g = 980.6199 gals.).
 JX0923
 JX0923.The modeled gravity was interpolated from observed gravity values.
 JX0923
 JX0923;                    North         East    Units  Estimated Accuracy
 JX0923;SPC WV N     -    90,770.      461,200.      MT  (+/- 180 meters Scaled)
 JX0923
 JX0923                          SUPERSEDED SURVEY CONTROL
 JX0923
 JX0923  NGVD 29 (??/??/92)  257.572  (m)          845.05   (f) ADJ UNCH    2 0
 JX0923
 JX0923.Superseded values are not recommended for survey control.
 JX0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0923.See file dsdata.txt to determine how the superseded data were derived.
 JX0923
 JX0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD905507(NAD 83)
 JX0923_MARKER: DB = BENCH MARK DISK
 JX0923_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0923_SP_SET: CULVERT
 JX0923_STAMPING: Q 132 1957
 JX0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0923
 JX0923  HISTORY     - Date     Condition        Report By
 JX0923  HISTORY     - 1957     MONUMENTED       CGS
 JX0923
 JX0923                          STATION DESCRIPTION
 JX0923
 JX0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0923'2.8 MI NW FROM PIKE.
 JX0923'ABOUT 2.75 MILES NORTHWEST AND WEST ALONG U.S. HIGHWAY 50 FROM
 JX0923'THE JUNCTION OF U.S. ALTERNATE 50 AT PIKE, IN THE TOP OF THE
 JX0923'NORTHEAST WING WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER
 JX0923'HIGHWAY, 24 FEET NORTH OF CENTER LINE OF HIGHWAY, 208 FEET EAST
 JX0923'OF SOUTHEAST CORNER OF A CONCRETE BLOCK RESTAURANT BUILDING, 40
 JX0923'FEET WEST OF SOUTHWEST CORNER OF A BARN AND 2 FEET BELOW LEVEL
 JX0923'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0365 ***********************************************************************
 JX0365  DESIGNATION -  Q 133
 JX0365  PID         -  JX0365
 JX0365  STATE/COUNTY-  WV/DODDRIDGE
 JX0365  USGS QUAD   -  SALEM (1976)
 JX0365
 JX0365                         *CURRENT SURVEY CONTROL
 JX0365  ___________________________________________________________________
 JX0365* NAD 83(1986)-  39 22 09.     (N)    080 35 52.     (W)     SCALED    
 JX0365* NAVD 88     -       252.344  (meters)     827.90   (feet)  ADJUSTED  
 JX0365  ___________________________________________________________________
 JX0365  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JX0365  DYNAMIC HT  -         252.190 (meters)     827.39  (feet)  COMP
 JX0365  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 JX0365
 JX0365  VERT ORDER  -  SECOND    CLASS 0
 JX0365
 JX0365.The horizontal coordinates were scaled from a topographic map and have
 JX0365.an estimated accuracy of +/- 6 seconds.
 JX0365
 JX0365.The orthometric height was determined by differential leveling
 JX0365.and adjusted by the National Geodetic Survey in June 1991..
 JX0365
 JX0365.The geoid height was determined by GEOID03.
 JX0365
 JX0365.The dynamic height is computed by dividing the NAVD 88
 JX0365.geopotential number by the normal gravity value computed on the
 JX0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0365.degrees latitude (g = 980.6199 gals.).
 JX0365
 JX0365.The modeled gravity was interpolated from observed gravity values.
 JX0365
 JX0365;                    North         East    Units  Estimated Accuracy
 JX0365;SPC WV N     -    97,070.      505,410.      MT  (+/- 180 meters Scaled)
 JX0365
 JX0365                          SUPERSEDED SURVEY CONTROL
 JX0365
 JX0365  NGVD 29 (??/??/92)  252.500  (m)          828.41   (f) ADJ UNCH    2 0
 JX0365
 JX0365.Superseded values are not recommended for survey control.
 JX0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0365.See file dsdata.txt to determine how the superseded data were derived.
 JX0365
 JX0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND346578(NAD 83)
 JX0365_MARKER: DB = BENCH MARK DISK
 JX0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0365_SP_SET: DAM
 JX0365_STAMPING: Q 133 1957
 JX0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0365
 JX0365  HISTORY     - Date     Condition        Report By
 JX0365  HISTORY     - 1957     MONUMENTED       CGS
 JX0365
 JX0365                          STATION DESCRIPTION
 JX0365
 JX0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0365'1.6 MI NW FROM SEDALIA.
 JX0365'ABOUT 1.65 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE SCHOOL
 JX0365'AT SEDALIA, IN THE TOP OF THE NORTHEAST WING WALL OF A SMALL
 JX0365'CONCRETE DAM ACROSS ROBINSON FORK, 47 FEET NORTHWEST OF NORTH
 JX0365'CORNER OF BRIDGE OVER ROBINSON FORK LEADING FROM OFFICE TO
 JX0365'PUMPING STATION OF MANUFACTURERS LIGHT AND HEAT COMPANY, SEDALIA
 JX0365'COMPRESSING STATION, 291 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY
 JX0365'AND ABOUT 5 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0372 ***********************************************************************
 JX0372  DESIGNATION -  Q 134
 JX0372  PID         -  JX0372
 JX0372  STATE/COUNTY-  WV/DODDRIDGE
 JX0372  USGS QUAD   -  CENTER POINT (1976)
 JX0372
 JX0372                         *CURRENT SURVEY CONTROL
 JX0372  ___________________________________________________________________
 JX0372* NAD 83(1986)-  39 24 03.     (N)    080 40 13.     (W)     SCALED    
 JX0372* NAVD 88     -       234.419  (meters)     769.09   (feet)  ADJUSTED  
 JX0372  ___________________________________________________________________
 JX0372  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JX0372  DYNAMIC HT  -         234.279 (meters)     768.63  (feet)  COMP
 JX0372  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 JX0372
 JX0372  VERT ORDER  -  SECOND    CLASS 0
 JX0372
 JX0372.The horizontal coordinates were scaled from a topographic map and have
 JX0372.an estimated accuracy of +/- 6 seconds.
 JX0372
 JX0372.The orthometric height was determined by differential leveling
 JX0372.and adjusted by the National Geodetic Survey in June 1991..
 JX0372
 JX0372.The geoid height was determined by GEOID03.
 JX0372
 JX0372.The dynamic height is computed by dividing the NAVD 88
 JX0372.geopotential number by the normal gravity value computed on the
 JX0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0372.degrees latitude (g = 980.6199 gals.).
 JX0372
 JX0372.The modeled gravity was interpolated from observed gravity values.
 JX0372
 JX0372;                    North         East    Units  Estimated Accuracy
 JX0372;SPC WV N     -   100,660.      499,210.      MT  (+/- 180 meters Scaled)
 JX0372
 JX0372                          SUPERSEDED SURVEY CONTROL
 JX0372
 JX0372  NGVD 29 (??/??/92)  234.580  (m)          769.62   (f) ADJ UNCH    2 0
 JX0372
 JX0372.Superseded values are not recommended for survey control.
 JX0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0372.See file dsdata.txt to determine how the superseded data were derived.
 JX0372
 JX0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND283613(NAD 83)
 JX0372_MARKER: DB = BENCH MARK DISK
 JX0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0372_STAMPING: Q 134 1957
 JX0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0372+STABILITY: SURFACE MOTION
 JX0372
 JX0372  HISTORY     - Date     Condition        Report By
 JX0372  HISTORY     - 1957     MONUMENTED       CGS
 JX0372
 JX0372                          STATION DESCRIPTION
 JX0372
 JX0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0372'0.6 MI SE FROM ASHLEY.
 JX0372'ABOUT 0.55 MILE SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE
 JX0372'BRIDGE OVER BROAD RUN AT ASHLEY, 20 FEET SOUTHEAST OF CENTER
 JX0372'LINE OF HIGHWAY, 55 FEET WEST OF WEST CORNER OF RUSSELL MORGAN
 JX0372'RESIDENCE, 75 FEET WEST-NORTHWEST OF A DEEP WELL, 89 FEET
 JX0372'NORTHEAST OF A POWER POLE, 1 FOOT SOUTHEAST OF A FENCE LINE,
 JX0372'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 JX0372'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1065 ***********************************************************************
 JX1065  DESIGNATION -  Q 135
 JX1065  PID         -  JX1065
 JX1065  STATE/COUNTY-  WV/TYLER
 JX1065  USGS QUAD   -  BENS RUN (1994)
 JX1065
 JX1065                         *CURRENT SURVEY CONTROL
 JX1065  ___________________________________________________________________
 JX1065* NAD 83(1986)-  39 24 34.     (N)    081 00 10.     (W)     SCALED    
 JX1065* NAVD 88     -       224.423  (meters)     736.29   (feet)  ADJUSTED  
 JX1065  ___________________________________________________________________
 JX1065  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JX1065  DYNAMIC HT  -         224.287 (meters)     735.85  (feet)  COMP
 JX1065  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 JX1065
 JX1065  VERT ORDER  -  SECOND    CLASS 0
 JX1065
 JX1065.The horizontal coordinates were scaled from a topographic map and have
 JX1065.an estimated accuracy of +/- 6 seconds.
 JX1065
 JX1065.The orthometric height was determined by differential leveling
 JX1065.and adjusted by the National Geodetic Survey in June 1991..
 JX1065
 JX1065.The geoid height was determined by GEOID03.
 JX1065
 JX1065.The dynamic height is computed by dividing the NAVD 88
 JX1065.geopotential number by the normal gravity value computed on the
 JX1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1065.degrees latitude (g = 980.6199 gals.).
 JX1065
 JX1065.The modeled gravity was interpolated from observed gravity values.
 JX1065
 JX1065;                    North         East    Units  Estimated Accuracy
 JX1065;SPC WV N     -   102,050.      470,590.      MT  (+/- 180 meters Scaled)
 JX1065
 JX1065                          SUPERSEDED SURVEY CONTROL
 JX1065
 JX1065  NGVD 29 (??/??/92)  224.593  (m)          736.85   (f) ADJ UNCH    2 0
 JX1065
 JX1065.Superseded values are not recommended for survey control.
 JX1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1065.See file dsdata.txt to determine how the superseded data were derived.
 JX1065
 JX1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD997622(NAD 83)
 JX1065_MARKER: DB = BENCH MARK DISK
 JX1065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1065_SP_SET: BRIDGE
 JX1065_STAMPING: Q 135 1957
 JX1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1065
 JX1065  HISTORY     - Date     Condition        Report By
 JX1065  HISTORY     - 1957     MONUMENTED       CGS
 JX1065  HISTORY     - 1983     GOOD             NGS
 JX1065
 JX1065                          STATION DESCRIPTION
 JX1065
 JX1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1065'AT MEADVILLE.
 JX1065'AT MEADVILLE, IN THE TOP OF WEST END OF BRIDGE SEAT OF NORTH
 JX1065'ABUTMENT OF A 54-FOOT STEEL BRIDGE OVER SUGAR CREEK, 10 FEET WEST
 JX1065'OF CENTER LINE OF ROAD AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
 JX1065
 JX1065                          STATION RECOVERY (1983)
 JX1065
 JX1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0518 ***********************************************************************
 JX0518  DESIGNATION -  Q 136
 JX0518  PID         -  JX0518
 JX0518  STATE/COUNTY-  WV/MARSHALL
 JX0518  USGS QUAD   -  LITTLETON (1976)
 JX0518
 JX0518                         *CURRENT SURVEY CONTROL
 JX0518  ___________________________________________________________________
 JX0518* NAD 83(1986)-  39 44 54.     (N)    080 32 38.     (W)     SCALED    
 JX0518* NAVD 88     -       284.707  (meters)     934.08   (feet)  ADJUSTED  
 JX0518  ___________________________________________________________________
 JX0518  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JX0518  DYNAMIC HT  -         284.541 (meters)     933.53  (feet)  COMP
 JX0518  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 JX0518
 JX0518  VERT ORDER  -  SECOND    CLASS 0
 JX0518
 JX0518.The horizontal coordinates were scaled from a topographic map and have
 JX0518.an estimated accuracy of +/- 6 seconds.
 JX0518
 JX0518.The orthometric height was determined by differential leveling
 JX0518.and adjusted by the National Geodetic Survey in June 1991..
 JX0518
 JX0518.The geoid height was determined by GEOID03.
 JX0518
 JX0518.The dynamic height is computed by dividing the NAVD 88
 JX0518.geopotential number by the normal gravity value computed on the
 JX0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0518.degrees latitude (g = 980.6199 gals.).
 JX0518
 JX0518.The modeled gravity was interpolated from observed gravity values.
 JX0518
 JX0518;                    North         East    Units  Estimated Accuracy
 JX0518;SPC WV N     -   139,110.      510,540.      MT  (+/- 180 meters Scaled)
 JX0518
 JX0518                          SUPERSEDED SURVEY CONTROL
 JX0518
 JX0518  NGVD 29 (??/??/92)  284.847  (m)          934.54   (f) ADJ UNCH    2 0
 JX0518
 JX0518.Superseded values are not recommended for survey control.
 JX0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0518.See file dsdata.txt to determine how the superseded data were derived.
 JX0518
 JX0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND390999(NAD 83)
 JX0518_MARKER: DB = BENCH MARK DISK
 JX0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0518_SP_SET: CULVERT
 JX0518_STAMPING: Q 136 1957
 JX0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0518
 JX0518  HISTORY     - Date     Condition        Report By
 JX0518  HISTORY     - 1957     MONUMENTED       CGS
 JX0518
 JX0518                          STATION DESCRIPTION
 JX0518
 JX0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0518'1.4 MI SE FROM BELLTON.
 JX0518'ABOUT 1.35 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0518'FROM RAILROAD BRIDGE NO. 136 OVER FISH CREEK AT BELLTON (DENVER
 JX0518'STATION), NEAR MILEAGE POLE NO. 342+39, IN THE TOP OF SOUTH
 JX0518'HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT, 7 FEET SOUTH OF SOUTH
 JX0518'RAIL, 6 FEET EAST OF WEST END OF HEAD WALL AND ABOUT 2 FEET BELOW
 JX0518'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0395 ***********************************************************************
 JX0395  DESIGNATION -  Q 137
 JX0395  PID         -  JX0395
 JX0395  STATE/COUNTY-  WV/DODDRIDGE
 JX0395  USGS QUAD   -  FOLSOM (1976)
 JX0395
 JX0395                         *CURRENT SURVEY CONTROL
 JX0395  ___________________________________________________________________
 JX0395* NAD 83(1986)-  39 23 35.     (N)    080 36 38.     (W)     SCALED    
 JX0395* NAVD 88     -       246.496  (meters)     808.71   (feet)  ADJUSTED  
 JX0395  ___________________________________________________________________
 JX0395  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JX0395  DYNAMIC HT  -         246.346 (meters)     808.22  (feet)  COMP
 JX0395  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 JX0395
 JX0395  VERT ORDER  -  SECOND    CLASS 0
 JX0395
 JX0395.The horizontal coordinates were scaled from a topographic map and have
 JX0395.an estimated accuracy of +/- 6 seconds.
 JX0395
 JX0395.The orthometric height was determined by differential leveling
 JX0395.and adjusted by the National Geodetic Survey in June 1991..
 JX0395
 JX0395.The geoid height was determined by GEOID03.
 JX0395
 JX0395.The dynamic height is computed by dividing the NAVD 88
 JX0395.geopotential number by the normal gravity value computed on the
 JX0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0395.degrees latitude (g = 980.6199 gals.).
 JX0395
 JX0395.The modeled gravity was interpolated from observed gravity values.
 JX0395
 JX0395;                    North         East    Units  Estimated Accuracy
 JX0395;SPC WV N     -    99,740.      504,340.      MT  (+/- 180 meters Scaled)
 JX0395
 JX0395                          SUPERSEDED SURVEY CONTROL
 JX0395
 JX0395  NGVD 29 (??/??/92)  246.653  (m)          809.23   (f) ADJ UNCH    2 0
 JX0395
 JX0395.Superseded values are not recommended for survey control.
 JX0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0395.See file dsdata.txt to determine how the superseded data were derived.
 JX0395
 JX0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND335604(NAD 83)
 JX0395_MARKER: DB = BENCH MARK DISK
 JX0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0395_STAMPING: Q 137 1957
 JX0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0395+STABILITY: SURFACE MOTION
 JX0395
 JX0395  HISTORY     - Date     Condition        Report By
 JX0395  HISTORY     - 1957     MONUMENTED       CGS
 JX0395
 JX0395                          STATION DESCRIPTION
 JX0395
 JX0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0395'1.5 MI E FROM CENTER POINT.
 JX0395'ABOUT 1.5 MILES EAST ALONG A ROAD FOLLOWING PIKE FORK FROM
 JX0395'THE JUNCTION OF STATE HIGHWAY 23 AT CENTER POINT, 0.1 MILE
 JX0395'EAST OF PIKE FORK MISSION CHURCH, 19 FEET NORTH-NORTHEAST OF
 JX0395'CENTER LINE OF ROAD AND ON THE OUTSIDE OF A CURVE, 42 FEET
 JX0395'SOUTH-SOUTHEAST OF SOUTHEAST PORCH CORNER OF A FARM HOUSE,
 JX0395'2 FEET SOUTH OF YARD FENCE, 4 1/2 FEET WEST-SOUTHWEST OF YARD
 JX0395'FENCE CORNER, 33 1/2 FEET NORTHWEST OF NORTHWEST CORNER OF A
 JX0395'SMALL WOODEN BRIDGE OVER A CREEK BRANCH, 1 1/2 FEET WEST OF A
 JX0395'CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 JX0395'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0645 ***********************************************************************
 JX0645  DESIGNATION -  Q 138
 JX0645  PID         -  JX0645
 JX0645  STATE/COUNTY-  WV/WETZEL
 JX0645  USGS QUAD   -  PINE GROVE (1976)
 JX0645
 JX0645                         *CURRENT SURVEY CONTROL
 JX0645  ___________________________________________________________________
 JX0645* NAD 83(1986)-  39 31 18.     (N)    080 38 37.     (W)     SCALED    
 JX0645* NAVD 88     -       236.640  (meters)     776.38   (feet)  ADJUSTED  
 JX0645  ___________________________________________________________________
 JX0645  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JX0645  DYNAMIC HT  -         236.500 (meters)     775.92  (feet)  COMP
 JX0645  MODELED GRAV-     980,029.0   (mgal)                       NAVD 88
 JX0645
 JX0645  VERT ORDER  -  SECOND    CLASS 0
 JX0645
 JX0645.The horizontal coordinates were scaled from a topographic map and have
 JX0645.an estimated accuracy of +/- 6 seconds.
 JX0645
 JX0645.The orthometric height was determined by differential leveling
 JX0645.and adjusted by the National Geodetic Survey in June 1991..
 JX0645
 JX0645.The geoid height was determined by GEOID03.
 JX0645
 JX0645.The dynamic height is computed by dividing the NAVD 88
 JX0645.geopotential number by the normal gravity value computed on the
 JX0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0645.degrees latitude (g = 980.6199 gals.).
 JX0645
 JX0645.The modeled gravity was interpolated from observed gravity values.
 JX0645
 JX0645;                    North         East    Units  Estimated Accuracy
 JX0645;SPC WV N     -   114,050.      501,670.      MT  (+/- 180 meters Scaled)
 JX0645
 JX0645                          SUPERSEDED SURVEY CONTROL
 JX0645
 JX0645  NGVD 29 (??/??/92)  236.802  (m)          776.91   (f) ADJ UNCH    2 0
 JX0645
 JX0645.Superseded values are not recommended for survey control.
 JX0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0645.See file dsdata.txt to determine how the superseded data were derived.
 JX0645
 JX0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND306747(NAD 83)
 JX0645_MARKER: DB = BENCH MARK DISK
 JX0645_SETTING: 66 = SET IN ROCK OUTCROP
 JX0645_SP_SET: ROCK CLIFF
 JX0645_STAMPING: Q 138 1957
 JX0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0645+STABILITY: POSITION/ELEVATION WELL
 JX0645
 JX0645  HISTORY     - Date     Condition        Report By
 JX0645  HISTORY     - 1957     MONUMENTED       CGS
 JX0645
 JX0645                          STATION DESCRIPTION
 JX0645
 JX0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0645'0.9 MI S FROM JACKSONBURG.
 JX0645'ABOUT 0.9 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE BALTIMORE AND
 JX0645'OHIO RAILROAD STATION AT JACKSONBURG, ON THE OUTSIDE OF A LONG
 JX0645'CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, SET VERTICALLY
 JX0645'IN THE SOUTHWEST FACE OF A LARGE ROCK CLIFF, 21 FEET NORTHEAST OF
 JX0645'CENTER LINE OF ROAD, 1 1/2 FEET ABOVE GROUND AND ABOUT 3 FEET
 JX0645'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0638 ***********************************************************************
 JX0638  DESIGNATION -  Q 139
 JX0638  PID         -  JX0638
 JX0638  STATE/COUNTY-  WV/TYLER
 JX0638  USGS QUAD   -  PORTERS FALLS (1976)
 JX0638
 JX0638                         *CURRENT SURVEY CONTROL
 JX0638  ___________________________________________________________________
 JX0638* NAD 83(1986)-  39 31 34.     (N)    080 49 42.     (W)     SCALED    
 JX0638* NAVD 88     -       233.381  (meters)     765.68   (feet)  ADJUSTED  
 JX0638  ___________________________________________________________________
 JX0638  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JX0638  DYNAMIC HT  -         233.244 (meters)     765.23  (feet)  COMP
 JX0638  MODELED GRAV-     980,035.7   (mgal)                       NAVD 88
 JX0638
 JX0638  VERT ORDER  -  SECOND    CLASS 0
 JX0638
 JX0638.The horizontal coordinates were scaled from a topographic map and have
 JX0638.an estimated accuracy of +/- 6 seconds.
 JX0638
 JX0638.The orthometric height was determined by differential leveling
 JX0638.and adjusted by the National Geodetic Survey in June 1991..
 JX0638
 JX0638.The geoid height was determined by GEOID03.
 JX0638
 JX0638.The dynamic height is computed by dividing the NAVD 88
 JX0638.geopotential number by the normal gravity value computed on the
 JX0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0638.degrees latitude (g = 980.6199 gals.).
 JX0638
 JX0638.The modeled gravity was interpolated from observed gravity values.
 JX0638
 JX0638;                    North         East    Units  Estimated Accuracy
 JX0638;SPC WV N     -   114,760.      485,800.      MT  (+/- 180 meters Scaled)
 JX0638
 JX0638                          SUPERSEDED SURVEY CONTROL
 JX0638
 JX0638  NGVD 29 (??/??/92)  233.544  (m)          766.22   (f) ADJ UNCH    2 0
 JX0638
 JX0638.Superseded values are not recommended for survey control.
 JX0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0638.See file dsdata.txt to determine how the superseded data were derived.
 JX0638
 JX0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND147751(NAD 83)
 JX0638_MARKER: DB = BENCH MARK DISK
 JX0638_SETTING: 66 = SET IN ROCK OUTCROP
 JX0638_SP_SET: ROCK CUT
 JX0638_STAMPING: Q 139 1957
 JX0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0638+STABILITY: POSITION/ELEVATION WELL
 JX0638
 JX0638  HISTORY     - Date     Condition        Report By
 JX0638  HISTORY     - 1957     MONUMENTED       CGS
 JX0638
 JX0638                          STATION DESCRIPTION
 JX0638
 JX0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0638'2.8 MI W FROM IUKA.
 JX0638'ABOUT 2.8 MILES WEST ALONG ELK CREEK ROAD FROM THE UNITED BRETHREN
 JX0638'CHURCH AT IUKA, ABOUT 0.8 MILE WEST OF A 30-FOOT CONCRETE BRIDGE
 JX0638'AT LONETREE, ABOUT 100 YARDS NORTHEAST OF A 1-STORY WHITE HOUSE
 JX0638'ON NORTHWEST SIDE OF ROAD, SET VERTICALLY IN THE SOUTHEAST
 JX0638'FACE OF A ROCK IN CUT, 17 FEET NORTHWEST OF CENTER LINE OF ROAD,
 JX0638'105 FEET NORTHEAST OF SOUTHWEST END OF CUT, AND ABOUT 1 FOOT ABOVE
 JX0638'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0496 ***********************************************************************
 HX0496  DESIGNATION -  Q 14
 HX0496  PID         -  HX0496
 HX0496  STATE/COUNTY-  WV/WEBSTER
 HX0496  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0496
 HX0496                         *CURRENT SURVEY CONTROL
 HX0496  ___________________________________________________________________
 HX0496* NAD 83(1986)-  38 24 06.     (N)    080 29 53.     (W)     SCALED    
 HX0496* NAVD 88     -       698.713  (meters)    2292.36   (feet)  ADJUSTED  
 HX0496  ___________________________________________________________________
 HX0496  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HX0496  DYNAMIC HT  -         698.174 (meters)    2290.59  (feet)  COMP
 HX0496  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 HX0496
 HX0496  VERT ORDER  -  SECOND    CLASS 0
 HX0496
 HX0496.The horizontal coordinates were scaled from a topographic map and have
 HX0496.an estimated accuracy of +/- 6 seconds.
 HX0496
 HX0496.The orthometric height was determined by differential leveling
 HX0496.and adjusted by the National Geodetic Survey in June 1991..
 HX0496.WARNING-Repeat measurements at this control monument indicate possible
 HX0496.vertical movement.
 HX0496
 HX0496.The geoid height was determined by GEOID03.
 HX0496
 HX0496.The dynamic height is computed by dividing the NAVD 88
 HX0496.geopotential number by the normal gravity value computed on the
 HX0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0496.degrees latitude (g = 980.6199 gals.).
 HX0496
 HX0496.The modeled gravity was interpolated from observed gravity values.
 HX0496
 HX0496;                    North         East    Units  Estimated Accuracy
 HX0496;SPC WV S     -   155,690.      643,840.      MT  (+/- 180 meters Scaled)
 HX0496
 HX0496                          SUPERSEDED SURVEY CONTROL
 HX0496
 HX0496  NGVD 29 (??/??/92)  698.842  (m)         2292.78   (f) ADJ UNCH    2 0
 HX0496
 HX0496.Superseded values are not recommended for survey control.
 HX0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0496.See file dsdata.txt to determine how the superseded data were derived.
 HX0496
 HX0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC438505(NAD 83)
 HX0496_MARKER: DB = BENCH MARK DISK
 HX0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0496_STAMPING: Q 14 1934
 HX0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0496+STABILITY: SURFACE MOTION
 HX0496
 HX0496  HISTORY     - Date     Condition        Report By
 HX0496  HISTORY     - 1934     MONUMENTED       CGS
 HX0496  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0496
 HX0496                          STATION DESCRIPTION
 HX0496
 HX0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0496'3.8 MI E FROM COWEN.
 HX0496'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM COWEN, WEBSTER
 HX0496'COUNTY, 40 YARDS EAST OF A WHITE FRAME BUNGALOW, 30 YARDS EAST
 HX0496'OF A LARGE ROCK OUTCROP, 12 YARDS EAST OF THE CENTERLINE OF THE
 HX0496'HIGHWAY, 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 HX0496'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0407 ***********************************************************************
 JX0407  DESIGNATION -  Q 140
 JX0407  PID         -  JX0407
 JX0407  STATE/COUNTY-  WV/DODDRIDGE
 JX0407  USGS QUAD   -  CENTER POINT (1976)
 JX0407
 JX0407                         *CURRENT SURVEY CONTROL
 JX0407  ___________________________________________________________________
 JX0407* NAD 83(1986)-  39 25 26.     (N)    080 38 56.     (W)     SCALED    
 JX0407* NAVD 88     -       265.576  (meters)     871.31   (feet)  ADJUSTED  
 JX0407  ___________________________________________________________________
 JX0407  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JX0407  DYNAMIC HT  -         265.417 (meters)     870.79  (feet)  COMP
 JX0407  MODELED GRAV-     980,020.7   (mgal)                       NAVD 88
 JX0407
 JX0407  VERT ORDER  -  SECOND    CLASS 0
 JX0407
 JX0407.The horizontal coordinates were scaled from a topographic map and have
 JX0407.an estimated accuracy of +/- 6 seconds.
 JX0407
 JX0407.The orthometric height was determined by differential leveling
 JX0407.and adjusted by the National Geodetic Survey in June 1991..
 JX0407
 JX0407.The geoid height was determined by GEOID03.
 JX0407
 JX0407.The dynamic height is computed by dividing the NAVD 88
 JX0407.geopotential number by the normal gravity value computed on the
 JX0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0407.degrees latitude (g = 980.6199 gals.).
 JX0407
 JX0407.The modeled gravity was interpolated from observed gravity values.
 JX0407
 JX0407;                    North         East    Units  Estimated Accuracy
 JX0407;SPC WV N     -   103,200.      501,080.      MT  (+/- 180 meters Scaled)
 JX0407
 JX0407                          SUPERSEDED SURVEY CONTROL
 JX0407
 JX0407  NGVD 29 (??/??/92)  265.734  (m)          871.83   (f) ADJ UNCH    2 0
 JX0407
 JX0407.Superseded values are not recommended for survey control.
 JX0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0407.See file dsdata.txt to determine how the superseded data were derived.
 JX0407
 JX0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND302638(NAD 83)
 JX0407_MARKER: DB = BENCH MARK DISK
 JX0407_SETTING: 66 = SET IN ROCK OUTCROP
 JX0407_SP_SET: CUT
 JX0407_STAMPING: Q 140 1957
 JX0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0407+STABILITY: POSITION/ELEVATION WELL
 JX0407
 JX0407  HISTORY     - Date     Condition        Report By
 JX0407  HISTORY     - 1957     MONUMENTED       CGS
 JX0407
 JX0407                          STATION DESCRIPTION
 JX0407
 JX0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0407'2.1 MI NE FROM ASHLEY.
 JX0407'2.1 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD FOLLOWING
 JX0407'BROAD RUN FROM THE JUNCTION OF STATE HIGHWAY 23 AT ASHLEY, ABOUT
 JX0407'0.5 MILE NORTHEAST OF JUNCTION OF A ROAD NORTHWEST, SET VERTICALLY
 JX0407'IN THE EAST FACE OF A PROJECTION OF ROCK IN A CUT, 12 FEET WEST
 JX0407'OF CENTER LINE OF ROAD, 1 FOOT ABOVE GROUND AND ABOUT 2 FEET ABOVE
 JX0407'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0293 ***********************************************************************
 JX0293  DESIGNATION -  Q 141
 JX0293  PID         -  JX0293
 JX0293  STATE/COUNTY-  WV/RITCHIE
 JX0293  USGS QUAD   -  PENNSBORO (1987)
 JX0293
 JX0293                         *CURRENT SURVEY CONTROL
 JX0293  ___________________________________________________________________
 JX0293* NAD 83(1986)-  39 19 16.     (N)    080 57 07.     (W)     SCALED    
 JX0293* NAVD 88     -       260.883  (meters)     855.91   (feet)  ADJUSTED  
 JX0293  ___________________________________________________________________
 JX0293  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JX0293  DYNAMIC HT  -         260.720 (meters)     855.38  (feet)  COMP
 JX0293  MODELED GRAV-     979,994.6   (mgal)                       NAVD 88
 JX0293
 JX0293  VERT ORDER  -  SECOND    CLASS 0
 JX0293
 JX0293.The horizontal coordinates were scaled from a topographic map and have
 JX0293.an estimated accuracy of +/- 6 seconds.
 JX0293
 JX0293.The orthometric height was determined by differential leveling
 JX0293.and adjusted by the National Geodetic Survey in June 1991..
 JX0293
 JX0293.The geoid height was determined by GEOID03.
 JX0293
 JX0293.The dynamic height is computed by dividing the NAVD 88
 JX0293.geopotential number by the normal gravity value computed on the
 JX0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0293.degrees latitude (g = 980.6199 gals.).
 JX0293
 JX0293.The modeled gravity was interpolated from observed gravity values.
 JX0293
 JX0293;                    North         East    Units  Estimated Accuracy
 JX0293;SPC WV N     -    92,170.      474,810.      MT  (+/- 180 meters Scaled)
 JX0293
 JX0293                          SUPERSEDED SURVEY CONTROL
 JX0293
 JX0293  NGVD 29 (??/??/92)  261.058  (m)          856.49   (f) ADJ UNCH    2 0
 JX0293
 JX0293.Superseded values are not recommended for survey control.
 JX0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0293.See file dsdata.txt to determine how the superseded data were derived.
 JX0293
 JX0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND041524(NAD 83)
 JX0293_MARKER: DB = BENCH MARK DISK
 JX0293_SETTING: 66 = SET IN ROCK OUTCROP
 JX0293_SP_SET: OUTCROP
 JX0293_STAMPING: Q 141 1957
 JX0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0293+STABILITY: POSITION/ELEVATION WELL
 JX0293
 JX0293  HISTORY     - Date     Condition        Report By
 JX0293  HISTORY     - 1957     MONUMENTED       CGS
 JX0293
 JX0293                          STATION DESCRIPTION
 JX0293
 JX0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0293'3.2 MI N FROM PENNSBORO.
 JX0293'ABOUT 3.25 MILES NORTH ALONG STATE HIGHWAY 74 FROM THE BALTIMORE
 JX0293'AND OHIO RAILROAD STATION AT PENNSBORO, SET VERTICALLY IN FACE OF
 JX0293'A PROMINENT ROCK OUTCROP, 97 FEET SOUTHEAST OF CENTER LINE OF
 JX0293'HIGHWAY, 253 FEET SOUTH OF CENTER OF JUNCTION OF HIGHWAY AND A
 JX0293'GRAVEL ROAD NORTHWEST, 92 FEET EAST-SOUTHEAST OF SOUTH CORNER OF
 JX0293'AN 8-FOOT CONCRETE ARCHED CULVERT UNDER HIGHWAY, 85 FEET
 JX0293'SOUTH-SOUTHEAST OF TELEPHONE POLE NO. 88/57, 13 FEET SOUTHWEST
 JX0293'AND 3 1/2 FEET BELOW A 12-INCH TRIANGLE CHISELED IN FACE OF LEDGE
 JX0293'AND 5 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0353 ***********************************************************************
 JX0353  DESIGNATION -  Q 142
 JX0353  PID         -  JX0353
 JX0353  STATE/COUNTY-  WV/DODDRIDGE
 JX0353  USGS QUAD   -  WEST UNION (1987)
 JX0353
 JX0353                         *CURRENT SURVEY CONTROL
 JX0353  ___________________________________________________________________
 JX0353* NAD 83(1986)-  39 18 44.     (N)    080 46 52.     (W)     SCALED    
 JX0353* NAVD 88     -       236.207  (meters)     774.96   (feet)  ADJUSTED  
 JX0353  ___________________________________________________________________
 JX0353  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JX0353  DYNAMIC HT  -         236.062 (meters)     774.48  (feet)  COMP
 JX0353  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 JX0353
 JX0353  VERT ORDER  -  SECOND    CLASS 0
 JX0353
 JX0353.The horizontal coordinates were scaled from a topographic map and have
 JX0353.an estimated accuracy of +/- 6 seconds.
 JX0353
 JX0353.The orthometric height was determined by differential leveling
 JX0353.and adjusted by the National Geodetic Survey in June 1991..
 JX0353
 JX0353.The geoid height was determined by GEOID03.
 JX0353
 JX0353.The dynamic height is computed by dividing the NAVD 88
 JX0353.geopotential number by the normal gravity value computed on the
 JX0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0353.degrees latitude (g = 980.6199 gals.).
 JX0353
 JX0353.The modeled gravity was interpolated from observed gravity values.
 JX0353
 JX0353;                    North         East    Units  Estimated Accuracy
 JX0353;SPC WV N     -    90,960.      489,520.      MT  (+/- 180 meters Scaled)
 JX0353
 JX0353                          SUPERSEDED SURVEY CONTROL
 JX0353
 JX0353  NGVD 29 (??/??/92)  236.370  (m)          775.49   (f) ADJ UNCH    2 0
 JX0353
 JX0353.Superseded values are not recommended for survey control.
 JX0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0353.See file dsdata.txt to determine how the superseded data were derived.
 JX0353
 JX0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND188514(NAD 83)
 JX0353_MARKER: DB = BENCH MARK DISK
 JX0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0353_SP_SET: BRIDGE
 JX0353_STAMPING: Q 142 1957
 JX0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0353
 JX0353  HISTORY     - Date     Condition        Report By
 JX0353  HISTORY     - 1957     MONUMENTED       CGS
 JX0353
 JX0353                          STATION DESCRIPTION
 JX0353
 JX0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0353'2.1 MI NW FROM WEST UNION.
 JX0353'ABOUT 2.1 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE
 JX0353'JUNCTION OF U.S. HIGHWAY 50 AT WEST UNION, IN THE TOP OF THE
 JX0353'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF A PRIVATE
 JX0353'BRIDGE OVER MIDDLE ISLAND CREEK LEADING TO L.L. TONKLIN COMPRESSER
 JX0353'STATION OF HOPE NATURAL GAS COMPANY, 45 FEET SOUTHWEST OF CENTER
 JX0353'LINE OF HIGHWAY, 9 FEET NORTHWEST OF CENTER LINE OF PRIVATE
 JX0353'ROAD AND ABOUT 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0238 ***********************************************************************
 GY0238  DESIGNATION -  Q 143
 GY0238  PID         -  GY0238
 GY0238  STATE/COUNTY-  WV/MINGO
 GY0238  USGS QUAD   -  HOLDEN (1989)
 GY0238
 GY0238                         *CURRENT SURVEY CONTROL
 GY0238  ___________________________________________________________________
 GY0238* NAD 83(1986)-  37 47 26.     (N)    082 07 21.     (W)     SCALED    
 GY0238* NAVD 88     -       294.317  (meters)     965.61   (feet)  ADJUSTED  
 GY0238  ___________________________________________________________________
 GY0238  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GY0238  DYNAMIC HT  -         294.100 (meters)     964.89  (feet)  COMP
 GY0238  MODELED GRAV-     979,885.5   (mgal)                       NAVD 88
 GY0238
 GY0238  VERT ORDER  -  SECOND    CLASS 0
 GY0238
 GY0238.The horizontal coordinates were scaled from a topographic map and have
 GY0238.an estimated accuracy of +/- 6 seconds.
 GY0238
 GY0238.The orthometric height was determined by differential leveling
 GY0238.and adjusted by the National Geodetic Survey in June 1991..
 GY0238
 GY0238.The geoid height was determined by GEOID03.
 GY0238
 GY0238.The dynamic height is computed by dividing the NAVD 88
 GY0238.geopotential number by the normal gravity value computed on the
 GY0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0238.degrees latitude (g = 980.6199 gals.).
 GY0238
 GY0238.The modeled gravity was interpolated from observed gravity values.
 GY0238
 GY0238;                    North         East    Units  Estimated Accuracy
 GY0238;SPC WV S     -    88,340.      501,140.      MT  (+/- 180 meters Scaled)
 GY0238
 GY0238                          SUPERSEDED SURVEY CONTROL
 GY0238
 GY0238  NGVD 29 (??/??/92)  294.529  (m)          966.30   (f) ADJ UNCH    2 0
 GY0238
 GY0238.Superseded values are not recommended for survey control.
 GY0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0238.See file dsdata.txt to determine how the superseded data were derived.
 GY0238
 GY0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB011831(NAD 83)
 GY0238_MARKER: DB = BENCH MARK DISK
 GY0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0238_SP_SET: BRIDGE
 GY0238_STAMPING: Q 143 1957
 GY0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0238
 GY0238  HISTORY     - Date     Condition        Report By
 GY0238  HISTORY     - 1957     MONUMENTED       CGS
 GY0238
 GY0238                          STATION DESCRIPTION
 GY0238
 GY0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0238'5.3 MI SW FROM HOLDEN.
 GY0238'ABOUT 5.3 MILES SOUTHWEST ALONG STATE HIGHWAY 65 FROM CENTRAL
 GY0238'SCHOOL AT HOLDEN, IN THE TOP OF NORTHWEST CORNER OF LEDGE OF
 GY0238'CONCRETE FOUNDATION OF EAST ABUTMENT OF CHESAPEAKE AND OHIO
 GY0238'RAILWAY BRIDGE OVER SIMMONS BRANCH AND ROAD, 124 FEET
 GY0238'SOUTH-SOUTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT 8 FEET BELOW
 GY0238'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0252 ***********************************************************************
 GY0252  DESIGNATION -  Q 144
 GY0252  PID         -  GY0252
 GY0252  STATE/COUNTY-  WV/MINGO
 GY0252  USGS QUAD   -  NAUGATUCK (1975)
 GY0252
 GY0252                         *CURRENT SURVEY CONTROL
 GY0252  ___________________________________________________________________
 GY0252* NAD 83(1986)-  37 48 20.     (N)    082 19 47.     (W)     SCALED    
 GY0252* NAVD 88     -       198.128  (meters)     650.02   (feet)  ADJUSTED  
 GY0252  ___________________________________________________________________
 GY0252  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GY0252  DYNAMIC HT  -         197.983 (meters)     649.55  (feet)  COMP
 GY0252  MODELED GRAV-     979,892.8   (mgal)                       NAVD 88
 GY0252
 GY0252  VERT ORDER  -  SECOND    CLASS 0
 GY0252
 GY0252.The horizontal coordinates were scaled from a topographic map and have
 GY0252.an estimated accuracy of +/- 6 seconds.
 GY0252
 GY0252.The orthometric height was determined by differential leveling
 GY0252.and adjusted by the National Geodetic Survey in June 1991..
 GY0252
 GY0252.The geoid height was determined by GEOID03.
 GY0252
 GY0252.The dynamic height is computed by dividing the NAVD 88
 GY0252.geopotential number by the normal gravity value computed on the
 GY0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0252.degrees latitude (g = 980.6199 gals.).
 GY0252
 GY0252.The modeled gravity was interpolated from observed gravity values.
 GY0252
 GY0252;                    North         East    Units  Estimated Accuracy
 GY0252;SPC WV S     -    90,250.      482,910.      MT  (+/- 180 meters Scaled)
 GY0252
 GY0252                          SUPERSEDED SURVEY CONTROL
 GY0252
 GY0252  NGVD 29 (??/??/92)  198.348  (m)          650.75   (f) ADJ UNCH    2 0
 GY0252
 GY0252.Superseded values are not recommended for survey control.
 GY0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0252.See file dsdata.txt to determine how the superseded data were derived.
 GY0252
 GY0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB829850(NAD 83)
 GY0252_MARKER: DB = BENCH MARK DISK
 GY0252_SETTING: 66 = SET IN ROCK OUTCROP
 GY0252_SP_SET: ROCK CUT
 GY0252_STAMPING: Q 144 1957
 GY0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0252+STABILITY: POSITION/ELEVATION WELL
 GY0252
 GY0252  HISTORY     - Date     Condition        Report By
 GY0252  HISTORY     - 1957     MONUMENTED       CGS
 GY0252
 GY0252                          STATION DESCRIPTION
 GY0252
 GY0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0252'2.8 MI W FROM LENORE.
 GY0252'ABOUT 2.8 MILES WEST ALONG STATE HIGHWAY 65 FROM THE SCHOOL AT
 GY0252'LENORE, ABOUT 1.5 MILES EAST OF THE JUNCTION OF U.S. HIGHWAY
 GY0252'52 AT NAUGATUCT, SET VERTICALLY IN FACE OF A ROCK CUT, 20 FEET
 GY0252'NORTH OF CENTER LINE OF HIGHWAY, 53 FEET WEST OF EAST END OF ROCK
 GY0252'CUT, 21 FEET WEST OF WEST END OF A CONCRETE HEAD WALL OF 24-INCH
 GY0252'PIPE CULVERT, AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2219 ***********************************************************************
 GX2219  DESIGNATION -  Q 145
 GX2219  PID         -  GX2219
 GX2219  STATE/COUNTY-  WV/LOGAN
 GX2219  USGS QUAD   -  LOGAN (1989)
 GX2219
 GX2219                         *CURRENT SURVEY CONTROL
 GX2219  ___________________________________________________________________
 GX2219* NAD 83(1986)-  37 45 43.     (N)    081 54 01.     (W)     SCALED    
 GX2219* NAVD 88     -       241.484  (meters)     792.27   (feet)  ADJUSTED  
 GX2219  ___________________________________________________________________
 GX2219  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GX2219  DYNAMIC HT  -         241.304 (meters)     791.68  (feet)  COMP
 GX2219  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 GX2219
 GX2219  VERT ORDER  -  SECOND    CLASS 0
 GX2219
 GX2219.The horizontal coordinates were scaled from a topographic map and have
 GX2219.an estimated accuracy of +/- 6 seconds.
 GX2219
 GX2219.The orthometric height was determined by differential leveling
 GX2219.and adjusted by the National Geodetic Survey in June 1991..
 GX2219
 GX2219.The geoid height was determined by GEOID03.
 GX2219
 GX2219.The dynamic height is computed by dividing the NAVD 88
 GX2219.geopotential number by the normal gravity value computed on the
 GX2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2219.degrees latitude (g = 980.6199 gals.).
 GX2219
 GX2219.The modeled gravity was interpolated from observed gravity values.
 GX2219
 GX2219;                    North         East    Units  Estimated Accuracy
 GX2219;SPC WV S     -    84,950.      520,680.      MT  (+/- 180 meters Scaled)
 GX2219
 GX2219                          SUPERSEDED SURVEY CONTROL
 GX2219
 GX2219  NGVD 29 (??/??/92)  241.698  (m)          792.97   (f) ADJ UNCH    2 0
 GX2219
 GX2219.Superseded values are not recommended for survey control.
 GX2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2219.See file dsdata.txt to determine how the superseded data were derived.
 GX2219
 GX2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB207797(NAD 83)
 GX2219_MARKER: DB = BENCH MARK DISK
 GX2219_SETTING: 66 = SET IN ROCK OUTCROP
 GX2219_SP_SET: ROCK LEDGE
 GX2219_STAMPING: Q 145 1957
 GX2219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2219+STABILITY: POSITION/ELEVATION WELL
 GX2219
 GX2219  HISTORY     - Date     Condition        Report By
 GX2219  HISTORY     - 1957     MONUMENTED       CGS
 GX2219
 GX2219                          STATION DESCRIPTION
 GX2219
 GX2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2219'1 MI SE FROM EARLING.
 GX2219'ABOUT 0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE
 GX2219'CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY AT EARLING, DUE NORTH
 GX2219'AND ACROSS GUYANDOT RIVER FROM THE CONCRETE BLOCK HANGAR AT
 GX2219'MC DONALD AIRPORT, SET IN THE TOP OF A SLOPING LEDGE OF ROCK AT
 GX2219'THE SOUTHEAST END OF A LONG ROCK CUT (THE NORTHWEST ONE OF TWO
 GX2219'CUTS), 19 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 35 FEET
 GX2219'NORTHWEST OF NORTHEAST END OF A 35-INCH PIPE CULVERT IN A RAVINE
 GX2219'BETWEEN THE TWO CUTS, 2 1/2 FEET SOUTH OF SOUTH FACE OF CUT AND
 GX2219'1 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0655 ***********************************************************************
 HY0655  DESIGNATION -  Q 146
 HY0655  PID         -  HY0655
 HY0655  STATE/COUNTY-  WV/WAYNE
 HY0655  USGS QUAD   -  WAYNE (1987)
 HY0655
 HY0655                         *CURRENT SURVEY CONTROL
 HY0655  ___________________________________________________________________
 HY0655* NAD 83(1986)-  38 11 54.     (N)    082 28 08.     (W)     SCALED    
 HY0655* NAVD 88     -       186.965  (meters)     613.40   (feet)  ADJUSTED  
 HY0655  ___________________________________________________________________
 HY0655  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY0655  DYNAMIC HT  -         186.835 (meters)     612.97  (feet)  COMP
 HY0655  MODELED GRAV-     979,926.9   (mgal)                       NAVD 88
 HY0655
 HY0655  VERT ORDER  -  SECOND    CLASS 0
 HY0655
 HY0655.The horizontal coordinates were scaled from a topographic map and have
 HY0655.an estimated accuracy of +/- 6 seconds.
 HY0655
 HY0655.The orthometric height was determined by differential leveling
 HY0655.and adjusted by the National Geodetic Survey in June 1991..
 HY0655
 HY0655.The geoid height was determined by GEOID03.
 HY0655
 HY0655.The dynamic height is computed by dividing the NAVD 88
 HY0655.geopotential number by the normal gravity value computed on the
 HY0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0655.degrees latitude (g = 980.6199 gals.).
 HY0655
 HY0655.The modeled gravity was interpolated from observed gravity values.
 HY0655
 HY0655;                    North         East    Units  Estimated Accuracy
 HY0655;SPC WV S     -   134,020.      471,350.      MT  (+/- 180 meters Scaled)
 HY0655
 HY0655                          SUPERSEDED SURVEY CONTROL
 HY0655
 HY0655  NGVD 29 (??/??/92)  187.180  (m)          614.11   (f) ADJ UNCH    2 0
 HY0655
 HY0655.Superseded values are not recommended for survey control.
 HY0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0655.See file dsdata.txt to determine how the superseded data were derived.
 HY0655
 HY0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC713288(NAD 83)
 HY0655_MARKER: DB = BENCH MARK DISK
 HY0655_SETTING: 66 = SET IN ROCK OUTCROP
 HY0655_SP_SET: ROCK CUT
 HY0655_STAMPING: Q 146 1957
 HY0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0655+STABILITY: POSITION/ELEVATION WELL
 HY0655
 HY0655  HISTORY     - Date     Condition        Report By
 HY0655  HISTORY     - 1957     MONUMENTED       CGS
 HY0655
 HY0655                          STATION DESCRIPTION
 HY0655
 HY0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0655'3.4 MI S FROM WAYNE.
 HY0655'ABOUT 3.35 MILES SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY
 HY0655'37 FROM THE COURT HOUSE AT WAYNE, 0.65 MILE NORTH OF A 50-FOOT
 HY0655'BRIDGE OVER PATRICK CREEK, SET VERTICALLY IN THE SOUTH FACE OF
 HY0655'A LONG ROCK CUT, 23 FEET NORTH OF CENTER LINE OF HIGHWAY, 84
 HY0655'FEET EAST OF WEST END OF ROCK PART OF CUT, 36 FEET WEST OF NORTH
 HY0655'END OF A 16-INCH PIPE CULVERT, 3 FEET ABOVE GROUND AND ABOUT 3
 HY0655'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0680 ***********************************************************************
 HY0680  DESIGNATION -  Q 147
 HY0680  PID         -  HY0680
 HY0680  STATE/COUNTY-  WV/WAYNE
 HY0680  USGS QUAD   -  KIAHSVILLE (1975)
 HY0680
 HY0680                         *CURRENT SURVEY CONTROL
 HY0680  ___________________________________________________________________
 HY0680* NAD 83(1986)-  38 05 19.     (N)    082 17 19.     (W)     SCALED    
 HY0680* NAVD 88     -       213.956  (meters)     701.95   (feet)  ADJUSTED  
 HY0680  ___________________________________________________________________
 HY0680  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HY0680  DYNAMIC HT  -         213.802 (meters)     701.45  (feet)  COMP
 HY0680  MODELED GRAV-     979,902.2   (mgal)                       NAVD 88
 HY0680
 HY0680  VERT ORDER  -  SECOND    CLASS 0
 HY0680
 HY0680.The horizontal coordinates were scaled from a topographic map and have
 HY0680.an estimated accuracy of +/- 6 seconds.
 HY0680
 HY0680.The orthometric height was determined by differential leveling
 HY0680.and adjusted by the National Geodetic Survey in June 1991..
 HY0680
 HY0680.The geoid height was determined by GEOID03.
 HY0680
 HY0680.The dynamic height is computed by dividing the NAVD 88
 HY0680.geopotential number by the normal gravity value computed on the
 HY0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0680.degrees latitude (g = 980.6199 gals.).
 HY0680
 HY0680.The modeled gravity was interpolated from observed gravity values.
 HY0680
 HY0680;                    North         East    Units  Estimated Accuracy
 HY0680;SPC WV S     -   121,610.      486,970.      MT  (+/- 180 meters Scaled)
 HY0680
 HY0680                          SUPERSEDED SURVEY CONTROL
 HY0680
 HY0680  NGVD 29 (??/??/92)  214.166  (m)          702.64   (f) ADJ UNCH    2 0
 HY0680
 HY0680.Superseded values are not recommended for survey control.
 HY0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0680.See file dsdata.txt to determine how the superseded data were derived.
 HY0680
 HY0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC869164(NAD 83)
 HY0680_MARKER: DB = BENCH MARK DISK
 HY0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0680_SP_SET: CULVERT
 HY0680_STAMPING: Q 147 1957
 HY0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0680
 HY0680  HISTORY     - Date     Condition        Report By
 HY0680  HISTORY     - 1957     MONUMENTED       CGS
 HY0680
 HY0680                          STATION DESCRIPTION
 HY0680
 HY0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0680'2.3 MI W FROM COVE GAP.
 HY0680'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0680'SCHOOL AND ROAD JUNCTION AT COVE GAP, IN THE TOP OF THE WEST END
 HY0680'OF THE SOUTH CONCRETE HEAD WALL OF A 10-FOOT CONCRETE AND
 HY0680'STONE CULVERT, 11 FEET SOUTH OF CENTER LINE OF HIGHWAY, 126
 HY0680'FEET EAST OF NORTHEAST CORNER OF HOUSE NO. 5421, 1 FOOT EAST OF
 HY0680'WEST END OF HEAD WALL AND 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0702 ***********************************************************************
 HY0702  DESIGNATION -  Q 148
 HY0702  PID         -  HY0702
 HY0702  STATE/COUNTY-  WV/WAYNE
 HY0702  USGS QUAD   -  NESTLOW (1975)
 HY0702
 HY0702                         *CURRENT SURVEY CONTROL
 HY0702  ___________________________________________________________________
 HY0702* NAD 83(1986)-  38 10 21.     (N)    082 17 26.     (W)     SCALED    
 HY0702* NAVD 88     -       253.538  (meters)     831.82   (feet)  ADJUSTED  
 HY0702  ___________________________________________________________________
 HY0702  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY0702  DYNAMIC HT  -         253.356 (meters)     831.22  (feet)  COMP
 HY0702  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 HY0702
 HY0702  VERT ORDER  -  SECOND    CLASS 0
 HY0702
 HY0702.The horizontal coordinates were scaled from a topographic map and have
 HY0702.an estimated accuracy of +/- 6 seconds.
 HY0702
 HY0702.The orthometric height was determined by differential leveling
 HY0702.and adjusted by the National Geodetic Survey in June 1991..
 HY0702
 HY0702.The geoid height was determined by GEOID03.
 HY0702
 HY0702.The dynamic height is computed by dividing the NAVD 88
 HY0702.geopotential number by the normal gravity value computed on the
 HY0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0702.degrees latitude (g = 980.6199 gals.).
 HY0702
 HY0702.The modeled gravity was interpolated from observed gravity values.
 HY0702
 HY0702;                    North         East    Units  Estimated Accuracy
 HY0702;SPC WV S     -   130,920.      486,930.      MT  (+/- 180 meters Scaled)
 HY0702
 HY0702                          SUPERSEDED SURVEY CONTROL
 HY0702
 HY0702  NGVD 29 (??/??/92)  253.740  (m)          832.48   (f) ADJ UNCH    2 0
 HY0702
 HY0702.Superseded values are not recommended for survey control.
 HY0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0702.See file dsdata.txt to determine how the superseded data were derived.
 HY0702
 HY0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC869257(NAD 83)
 HY0702_MARKER: DB = BENCH MARK DISK
 HY0702_SETTING: 66 = SET IN ROCK OUTCROP
 HY0702_SP_SET: ROCK CUT
 HY0702_STAMPING: Q 148 1957
 HY0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0702+STABILITY: POSITION/ELEVATION WELL
 HY0702
 HY0702  HISTORY     - Date     Condition        Report By
 HY0702  HISTORY     - 1957     MONUMENTED       CGS
 HY0702
 HY0702                          STATION DESCRIPTION
 HY0702
 HY0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0702'5.8 MI E FROM EAST LYNN.
 HY0702'ABOUT 5.85 MILES EAST ALONG A BLACK-TOP ROAD FROM STATE HIGHWAY
 HY0702'37 BRIDGE OVER TWELVEPOLE CREEK AT EAST LYNN, ABOUT 0.2 MILE
 HY0702'SOUTHWEST OF NEWTLOW UNITED BAPTIST CHURCH, ABOUT 52 YARDS
 HY0702'NORTHEAST OF A DRIVE SOUTHEAST TO A BARN (THE DRIVE PASSES
 HY0702'ALONG THE SOUTHWEST SIDE OF A 1-STORY FRAME HOUSE), SET
 HY0702'VERTICALLY IN THE SOUTHEAST FACE OF A LONG ROCK CUT, NEAR THE
 HY0702'HIGHEST PART OF CUT, 27 FEET NORTHWEST OF CENTER LINE OF ROAD,
 HY0702'1 1/2 FEET ABOVE GROUND AND ABOUT 5 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0713 ***********************************************************************
 HY0713  DESIGNATION -  Q 149
 HY0713  PID         -  HY0713
 HY0713  STATE/COUNTY-  WV/WAYNE
 HY0713  USGS QUAD   -  RADNOR (1989)
 HY0713
 HY0713                         *CURRENT SURVEY CONTROL
 HY0713  ___________________________________________________________________
 HY0713* NAD 83(1986)-  38 03 03.     (N)    082 25 41.     (W)     SCALED    
 HY0713* NAVD 88     -       216.064  (meters)     708.87   (feet)  ADJUSTED  
 HY0713  ___________________________________________________________________
 HY0713  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HY0713  DYNAMIC HT  -         215.909 (meters)     708.36  (feet)  COMP
 HY0713  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 HY0713
 HY0713  VERT ORDER  -  SECOND    CLASS 0
 HY0713
 HY0713.The horizontal coordinates were scaled from a topographic map and have
 HY0713.an estimated accuracy of +/- 6 seconds.
 HY0713
 HY0713.The orthometric height was determined by differential leveling
 HY0713.and adjusted by the National Geodetic Survey in June 1991..
 HY0713
 HY0713.The geoid height was determined by GEOID03.
 HY0713
 HY0713.The dynamic height is computed by dividing the NAVD 88
 HY0713.geopotential number by the normal gravity value computed on the
 HY0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0713.degrees latitude (g = 980.6199 gals.).
 HY0713
 HY0713.The modeled gravity was interpolated from observed gravity values.
 HY0713
 HY0713;                    North         East    Units  Estimated Accuracy
 HY0713;SPC WV S     -   117,600.      474,670.      MT  (+/- 180 meters Scaled)
 HY0713
 HY0713                          SUPERSEDED SURVEY CONTROL
 HY0713
 HY0713  NGVD 29 (??/??/92)  216.279  (m)          709.58   (f) ADJ UNCH    2 0
 HY0713
 HY0713.Superseded values are not recommended for survey control.
 HY0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0713.See file dsdata.txt to determine how the superseded data were derived.
 HY0713
 HY0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC747124(NAD 83)
 HY0713_MARKER: DB = BENCH MARK DISK
 HY0713_SETTING: 66 = SET IN ROCK OUTCROP
 HY0713_SP_SET: ROCK CUT
 HY0713_STAMPING: Q 149 1957
 HY0713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0713+STABILITY: POSITION/ELEVATION WELL
 HY0713
 HY0713  HISTORY     - Date     Condition        Report By
 HY0713  HISTORY     - 1957     MONUMENTED       CGS
 HY0713
 HY0713                          STATION DESCRIPTION
 HY0713
 HY0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0713'2.5 MI N FROM DUNLOW.
 HY0713'ABOUT 2.5 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0713'DUNLOW, ABOUT 0.1 MILE SOUTH OF JUNCTION OF LICKLOG BRANCH ROAD
 HY0713'LEADING EAST, ON THE NORTHEAST SLOPE OF A SHORT GRADE AND ON THE
 HY0713'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHEAST,
 HY0713'NORTHWEST AND AT ABOUT RIGHT ANGLE ACROSS HIGHWAY FROM THE SOUTHWEST
 HY0713'END OF A ROCK CUT, IN THE TOP OF EAST CORNER OF A 10-FOOT LONG AND
 HY0713'3-FOOT HIGH ROCK PROJECTION IN A SHALLOW CUT, 16 FEET NORTHWEST
 HY0713'OF CENTER LINE OF HIGHWAY, 39 FEET NORTHEAST OF NORTHEAST END OF
 HY0713'A GUARD RAIL ON NORTHWEST SIDE OF HIGHWAY AND ABOUT 3 FEET
 HY0713'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0065 ***********************************************************************
 HX0065  DESIGNATION -  Q 15
 HX0065  PID         -  HX0065
 HX0065  STATE/COUNTY-  WV/RANDOLPH
 HX0065  USGS QUAD   -  ADOLPH (1995)
 HX0065
 HX0065                         *CURRENT SURVEY CONTROL
 HX0065  ___________________________________________________________________
 HX0065* NAD 83(1986)-  38 37 51.     (N)    080 01 29.     (W)     SCALED    
 HX0065* NAVD 88     -       656.998  (meters)    2155.50   (feet)  ADJUSTED  
 HX0065  ___________________________________________________________________
 HX0065  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HX0065  DYNAMIC HT  -         656.499 (meters)    2153.86  (feet)  COMP
 HX0065  MODELED GRAV-     979,846.6   (mgal)                       NAVD 88
 HX0065
 HX0065  VERT ORDER  -  SECOND    CLASS 0
 HX0065
 HX0065.The horizontal coordinates were scaled from a topographic map and have
 HX0065.an estimated accuracy of +/- 6 seconds.
 HX0065
 HX0065.The orthometric height was determined by differential leveling
 HX0065.and adjusted by the National Geodetic Survey in June 1991..
 HX0065
 HX0065.The geoid height was determined by GEOID03.
 HX0065
 HX0065.The dynamic height is computed by dividing the NAVD 88
 HX0065.geopotential number by the normal gravity value computed on the
 HX0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0065.degrees latitude (g = 980.6199 gals.).
 HX0065
 HX0065.The modeled gravity was interpolated from observed gravity values.
 HX0065
 HX0065;                    North         East    Units  Estimated Accuracy
 HX0065;SPC WV S     -   181,450.      684,920.      MT  (+/- 180 meters Scaled)
 HX0065
 HX0065                          SUPERSEDED SURVEY CONTROL
 HX0065
 HX0065  NGVD 29 (??/??/92)  657.14   (m)         2156.0    (f) COMPUTED    2 0
 HX0065
 HX0065.Superseded values are not recommended for survey control.
 HX0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0065.See file dsdata.txt to determine how the superseded data were derived.
 HX0065
 HX0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC848762(NAD 83)
 HX0065_MARKER: DB = BENCH MARK DISK
 HX0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0065_STAMPING: Q 15 1934
 HX0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0065+STABILITY: SURFACE MOTION
 HX0065
 HX0065  HISTORY     - Date     Condition        Report By
 HX0065  HISTORY     - 1934     MONUMENTED       CGS
 HX0065  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0065
 HX0065                          STATION DESCRIPTION
 HX0065
 HX0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0065'7 MI S FROM HUTTONSVILLE.
 HX0065'7.0 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 HX0065'AT HUTTONSVILLE, RANDOLPH COUNTY, ABOUT 0.5 MILE SOUTH OF THE
 HX0065'POST OFFICE AT ELKWATER, ABOUT 150 YARDS SOUTH OF A SMALL
 HX0065'CEMETERY, ABOUT 100 YARDS NORTHEAST OF A LARGE TIN-ROOFED BARN,
 HX0065'7 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL
 HX0065'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Q 15 1934 AND
 HX0065'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0329 ***********************************************************************
 GY0329  DESIGNATION -  Q 150
 GY0329  PID         -  GY0329
 GY0329  STATE/COUNTY-  WV/MINGO
 GY0329  USGS QUAD   -  NAUGATUCK (1975)
 GY0329
 GY0329                         *CURRENT SURVEY CONTROL
 GY0329  ___________________________________________________________________
 GY0329* NAD 83(1986)-  37 48 25.     (N)    082 16 26.     (W)     SCALED    
 GY0329* NAVD 88     -       195.508  (meters)     641.43   (feet)  ADJUSTED  
 GY0329  ___________________________________________________________________
 GY0329  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GY0329  DYNAMIC HT  -         195.365 (meters)     640.96  (feet)  COMP
 GY0329  MODELED GRAV-     979,893.4   (mgal)                       NAVD 88
 GY0329
 GY0329  VERT ORDER  -  SECOND    CLASS 0
 GY0329
 GY0329.The horizontal coordinates were scaled from a topographic map and have
 GY0329.an estimated accuracy of +/- 6 seconds.
 GY0329
 GY0329.The orthometric height was determined by differential leveling
 GY0329.and adjusted by the National Geodetic Survey in June 1991..
 GY0329
 GY0329.The geoid height was determined by GEOID03.
 GY0329
 GY0329.The dynamic height is computed by dividing the NAVD 88
 GY0329.geopotential number by the normal gravity value computed on the
 GY0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0329.degrees latitude (g = 980.6199 gals.).
 GY0329
 GY0329.The modeled gravity was interpolated from observed gravity values.
 GY0329
 GY0329;                    North         East    Units  Estimated Accuracy
 GY0329;SPC WV S     -    90,330.      487,830.      MT  (+/- 180 meters Scaled)
 GY0329
 GY0329                          SUPERSEDED SURVEY CONTROL
 GY0329
 GY0329  NGVD 29 (??/??/92)  195.728  (m)          642.15   (f) ADJ UNCH    2 0
 GY0329
 GY0329.Superseded values are not recommended for survey control.
 GY0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0329.See file dsdata.txt to determine how the superseded data were derived.
 GY0329
 GY0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB878851(NAD 83)
 GY0329_MARKER: DB = BENCH MARK DISK
 GY0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0329_STAMPING: Q 150 1957
 GY0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0329+STABILITY: SURFACE MOTION
 GY0329
 GY0329  HISTORY     - Date     Condition        Report By
 GY0329  HISTORY     - 1957     MONUMENTED       CGS
 GY0329
 GY0329                          STATION DESCRIPTION
 GY0329
 GY0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0329'1 MI NE FROM LENORE.
 GY0329'ABOUT 1.0 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND
 GY0329'JUNCTION OF STATE HIGHWAY 65 AT LENORE, ABOUT 0.5 MILE SOUTHWEST
 GY0329'OF A 50-FOOT BRIDGE OVER LAUREL FORK, NEAR A FOOT BRIDGE LEADING
 GY0329'SOUTHEAST ACROSS LAUREL FORK TO A SMALL HOUSE WITH BRICK SIDING,
 GY0329'22 FEET NORTHEAST OF CENTER LINE OF ROAD, 96 FEET WEST AND ACROSS
 GY0329'ROAD FROM THE NORTHWEST END OF FOOT BRIDGE, 71 FEET SOUTHWEST OF
 GY0329'CROSSING OF ROAD AND A POWER LINE LEADING TO HOUSE, 2 FEET
 GY0329'SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 GY0329'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY0329'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0586 ***********************************************************************
 HY0586  DESIGNATION -  Q 151
 HY0586  PID         -  HY0586
 HY0586  STATE/COUNTY-  WV/LINCOLN
 HY0586  USGS QUAD   -  HAGER (1962)
 HY0586
 HY0586                         *CURRENT SURVEY CONTROL
 HY0586  ___________________________________________________________________
 HY0586* NAD 83(1986)-  38 14 20.     (N)    082 00 21.     (W)     SCALED    
 HY0586* NAVD 88     -       203.948  (meters)     669.12   (feet)  ADJUSTED  
 HY0586  ___________________________________________________________________
 HY0586  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HY0586  DYNAMIC HT  -         203.804 (meters)     668.65  (feet)  COMP
 HY0586  MODELED GRAV-     979,916.4   (mgal)                       NAVD 88
 HY0586
 HY0586  VERT ORDER  -  SECOND    CLASS 0
 HY0586
 HY0586.The horizontal coordinates were scaled from a topographic map and have
 HY0586.an estimated accuracy of +/- 6 seconds.
 HY0586
 HY0586.The orthometric height was determined by differential leveling
 HY0586.and adjusted by the National Geodetic Survey in June 1991..
 HY0586
 HY0586.The geoid height was determined by GEOID03.
 HY0586
 HY0586.The dynamic height is computed by dividing the NAVD 88
 HY0586.geopotential number by the normal gravity value computed on the
 HY0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0586.degrees latitude (g = 980.6199 gals.).
 HY0586
 HY0586.The modeled gravity was interpolated from observed gravity values.
 HY0586
 HY0586;                    North         East    Units  Estimated Accuracy
 HY0586;SPC WV S     -   137,980.      511,950.      MT  (+/- 180 meters Scaled)
 HY0586
 HY0586                          SUPERSEDED SURVEY CONTROL
 HY0586
 HY0586  NGVD 29 (??/??/92)  204.155  (m)          669.80   (f) ADJ UNCH    2 0
 HY0586
 HY0586.Superseded values are not recommended for survey control.
 HY0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0586.See file dsdata.txt to determine how the superseded data were derived.
 HY0586
 HY0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC119327(NAD 83)
 HY0586_MARKER: DB = BENCH MARK DISK
 HY0586_SETTING: 66 = SET IN ROCK OUTCROP
 HY0586_SP_SET: ROCK CUT
 HY0586_STAMPING: Q 151 1957
 HY0586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0586+STABILITY: POSITION/ELEVATION WELL
 HY0586
 HY0586  HISTORY     - Date     Condition        Report By
 HY0586  HISTORY     - 1957     MONUMENTED       CGS
 HY0586
 HY0586                          STATION DESCRIPTION
 HY0586
 HY0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0586'1 MI W FROM GRIFFITHSVILLE.
 HY0586'0.95 MILE WEST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL AT
 HY0586'GRIFFITHSVILLE, 142 YARDS WEST OF A 9 FOOT CONCRETE BRIDGE OVER
 HY0586'A CREEK BRANCH, 75 YARDS WEST OF THE EAST END OF A CUT, 22 YARDS
 HY0586'WEST OF THE EAST END OF A SHARP CURVE, 21 FEET NORTH OF THE
 HY0586'CENTER LINE OF THE ROAD, SET VERTICALLY IN THE SOUTHEAST FACE
 HY0586'OF THE PROJECTING PART OF 2 FOOT HIGH LAYER OF ROCK AT THE
 HY0586'BOTTOM OF A ROCK CUT, ABOUT 1 FOOT ABOVE THE GROUND AND 1 FOOT
 HY0586'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0575 ***********************************************************************
 HY0575  DESIGNATION -  Q 152
 HY0575  PID         -  HY0575
 HY0575  STATE/COUNTY-  WV/LINCOLN
 HY0575  USGS QUAD   -  HAGER (1962)
 HY0575
 HY0575                         *CURRENT SURVEY CONTROL
 HY0575  ___________________________________________________________________
 HY0575* NAD 83(1986)-  38 10 24.     (N)    082 03 37.     (W)     SCALED    
 HY0575* NAVD 88     -       215.431  (meters)     706.79   (feet)  ADJUSTED  
 HY0575  ___________________________________________________________________
 HY0575  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY0575  DYNAMIC HT  -         215.277 (meters)     706.29  (feet)  COMP
 HY0575  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 HY0575
 HY0575  VERT ORDER  -  SECOND    CLASS 0
 HY0575
 HY0575.The horizontal coordinates were scaled from a topographic map and have
 HY0575.an estimated accuracy of +/- 6 seconds.
 HY0575
 HY0575.The orthometric height was determined by differential leveling
 HY0575.and adjusted by the National Geodetic Survey in June 1991..
 HY0575
 HY0575.The geoid height was determined by GEOID03.
 HY0575
 HY0575.The dynamic height is computed by dividing the NAVD 88
 HY0575.geopotential number by the normal gravity value computed on the
 HY0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0575.degrees latitude (g = 980.6199 gals.).
 HY0575
 HY0575.The modeled gravity was interpolated from observed gravity values.
 HY0575
 HY0575;                    North         East    Units  Estimated Accuracy
 HY0575;SPC WV S     -   130,760.      507,100.      MT  (+/- 180 meters Scaled)
 HY0575
 HY0575                          SUPERSEDED SURVEY CONTROL
 HY0575
 HY0575  NGVD 29 (??/??/92)  215.640  (m)          707.48   (f) ADJ UNCH    2 0
 HY0575
 HY0575.Superseded values are not recommended for survey control.
 HY0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0575.See file dsdata.txt to determine how the superseded data were derived.
 HY0575
 HY0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC071255(NAD 83)
 HY0575_MARKER: DB = BENCH MARK DISK
 HY0575_SETTING: 66 = SET IN ROCK OUTCROP
 HY0575_SP_SET: ROCK CLIFF
 HY0575_STAMPING: Q 152 1957
 HY0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0575+STABILITY: POSITION/ELEVATION WELL
 HY0575
 HY0575  HISTORY     - Date     Condition        Report By
 HY0575  HISTORY     - 1957     MONUMENTED       CGS
 HY0575
 HY0575                          STATION DESCRIPTION
 HY0575
 HY0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0575'8.2 MI SW FROM GRIFFITHSVILLE.
 HY0575'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL AT
 HY0575'GRIFFITHSVILLE, THENCE 7.8 MILE SOUTH AND WEST TO JUNCTION OF
 HY0575'BLACKTOP ROAD LEADING SOUTH TO SPURLOCKVILLE AND NORTH TO SIAS
 HY0575'AND MYRA, 2.4 MILE SOUTHEAST ALONG BLACKTOP ROAD FROM POST OFFICE
 HY0575'AND STORE AT SIAS, 141 FEET NORTHWEST OF THE CENTER OF THE
 HY0575'NORTH END OF WOODEN DECKED STEEL BRIDGE ACROSS PARSNER CREEK,
 HY0575'33 FEET NORTH OF THE BLACKTOP ROAD, 60 FEET WEST OF THE JUNCTION
 HY0575'OF BLACKTOP ROAD AND GRAVEL ROAD, SET VERTICALLY IN THE SOUTH
 HY0575'FACE OF A 15 FOOT HIGH SOLID ROCK CLIFF, ABOUT 10 YARDS WEST OF
 HY0575'THE EAST END OF SOLID ROCK, ABOUT 4 FOOT ABOVE THE LEVEL OF THE
 HY0575'GROUND AND 1 1/2 FEET ABOVE THE LEVEL OF THE BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2194 ***********************************************************************
 HX2194  DESIGNATION -  Q 153
 HX2194  PID         -  HX2194
 HX2194  STATE/COUNTY-  WV/LINCOLN
 HX2194  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2194
 HX2194                         *CURRENT SURVEY CONTROL
 HX2194  ___________________________________________________________________
 HX2194* NAD 83(1986)-  38 08 00.     (N)    081 58 51.     (W)     SCALED    
 HX2194* NAVD 88     -       247.165  (meters)     810.91   (feet)  ADJUSTED  
 HX2194  ___________________________________________________________________
 HX2194  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HX2194  DYNAMIC HT  -         246.987 (meters)     810.32  (feet)  COMP
 HX2194  MODELED GRAV-     979,905.3   (mgal)                       NAVD 88
 HX2194
 HX2194  VERT ORDER  -  SECOND    CLASS 0
 HX2194
 HX2194.The horizontal coordinates were scaled from a topographic map and have
 HX2194.an estimated accuracy of +/- 6 seconds.
 HX2194
 HX2194.The orthometric height was determined by differential leveling
 HX2194.and adjusted by the National Geodetic Survey in June 1991..
 HX2194
 HX2194.The geoid height was determined by GEOID03.
 HX2194
 HX2194.The dynamic height is computed by dividing the NAVD 88
 HX2194.geopotential number by the normal gravity value computed on the
 HX2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2194.degrees latitude (g = 980.6199 gals.).
 HX2194
 HX2194.The modeled gravity was interpolated from observed gravity values.
 HX2194
 HX2194;                    North         East    Units  Estimated Accuracy
 HX2194;SPC WV S     -   126,240.      514,020.      MT  (+/- 180 meters Scaled)
 HX2194
 HX2194                          SUPERSEDED SURVEY CONTROL
 HX2194
 HX2194  NGVD 29 (??/??/92)  247.376  (m)          811.60   (f) ADJ UNCH    2 0
 HX2194
 HX2194.Superseded values are not recommended for survey control.
 HX2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2194.See file dsdata.txt to determine how the superseded data were derived.
 HX2194
 HX2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC140210(NAD 83)
 HX2194_MARKER: DB = BENCH MARK DISK
 HX2194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2194_SP_SET: BRIDGE
 HX2194_STAMPING: Q 153 1957
 HX2194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2194
 HX2194  HISTORY     - Date     Condition        Report By
 HX2194  HISTORY     - 1957     MONUMENTED       CGS
 HX2194
 HX2194                          STATION DESCRIPTION
 HX2194
 HX2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2194'4.6 MI SW FROM ALKOL.
 HX2194'ABOUT 4.6 MILE SOUTHWEST ALONG BLACKTOP ROAD FROM THE POST
 HX2194'OFFICE AT ALKOL, ABOUT 4.5 MILE SOUTHEAST AND EAST FROM THE
 HX2194'SCHOOL AT SPURLOCKVILLE, AT THE JUNCTION OF ROAD NORTH AT BULGER,
 HX2194'0.7 MILE SOUTHWEST OF MARTIN SCHOOL, 0.45 MILE NORTHEAST OF THE
 HX2194'TOP OF THE GRADE AND GAP, 16 FEET SOUTHEAST OF THE CENTER LINE
 HX2194'OF THE GRAVEL ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE
 HX2194'SOUTHEAST CONCRETE HEADWALL OF A SKEW 15-FOOT CONCRETE BRIDGE
 HX2194'ACROSS LEFT FORK MUD RIVER, ABOUT 1/2 FOOT BELOW THE LEVEL
 HX2194'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0534 ***********************************************************************
 HY0534  DESIGNATION -  Q 154
 HY0534  PID         -  HY0534
 HY0534  STATE/COUNTY-  WV/LINCOLN
 HY0534  USGS QUAD   -  RANGER (1976)
 HY0534
 HY0534                         *CURRENT SURVEY CONTROL
 HY0534  ___________________________________________________________________
 HY0534* NAD 83(1986)-  38 05 50.     (N)    082 07 50.     (W)     SCALED    
 HY0534* NAVD 88     -       186.249  (meters)     611.05   (feet)  ADJUSTED  
 HY0534  ___________________________________________________________________
 HY0534  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HY0534  DYNAMIC HT  -         186.115 (meters)     610.61  (feet)  COMP
 HY0534  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 HY0534
 HY0534  VERT ORDER  -  SECOND    CLASS 0
 HY0534
 HY0534.The horizontal coordinates were scaled from a topographic map and have
 HY0534.an estimated accuracy of +/- 6 seconds.
 HY0534
 HY0534.The orthometric height was determined by differential leveling
 HY0534.and adjusted by the National Geodetic Survey in June 1991..
 HY0534
 HY0534.The geoid height was determined by GEOID03.
 HY0534
 HY0534.The dynamic height is computed by dividing the NAVD 88
 HY0534.geopotential number by the normal gravity value computed on the
 HY0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0534.degrees latitude (g = 980.6199 gals.).
 HY0534
 HY0534.The modeled gravity was interpolated from observed gravity values.
 HY0534
 HY0534;                    North         East    Units  Estimated Accuracy
 HY0534;SPC WV S     -   122,380.      500,840.      MT  (+/- 180 meters Scaled)
 HY0534
 HY0534                          SUPERSEDED SURVEY CONTROL
 HY0534
 HY0534  NGVD 29 (??/??/92)  186.462  (m)          611.75   (f) ADJ UNCH    2 0
 HY0534
 HY0534.Superseded values are not recommended for survey control.
 HY0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0534.See file dsdata.txt to determine how the superseded data were derived.
 HY0534
 HY0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC008172(NAD 83)
 HY0534_MARKER: DB = BENCH MARK DISK
 HY0534_SETTING: 80 = SET IN A BOULDER
 HY0534_SP_SET: BOULDER
 HY0534_STAMPING: Q 154 1957
 HY0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0534+STABILITY: SURFACE MOTION
 HY0534
 HY0534  HISTORY     - Date     Condition        Report By
 HY0534  HISTORY     - 1957     MONUMENTED       CGS
 HY0534
 HY0534                          STATION DESCRIPTION
 HY0534
 HY0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0534'0.4 MI NE FROM LATTIN.
 HY0534'ABOUT 0.1 MILE SOUTH ALONG DIRT ROAD FROM THE CHESAPEAKE AND
 HY0534'OHIO RAILWAY STATION AT LATTIN, THENCE 0.25 MILE NORTHEAST
 HY0534'ALONG DIRT ROAD, 49 YARDS EAST OF FORD ACROSS HAMILTON CREEK,
 HY0534'9 1/2 FEET SOUTHWEST OF THE EAST CORNER OF BOULDER, 12 FEET
 HY0534'NORTH OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE SOUTHEAST
 HY0534'FACE OF A SLANTING 1 1/2 TO 6 FEET HIGH BOULDER, ABOUT 1 FOOT
 HY0534'ABOVE THE GROUND AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0383 ***********************************************************************
 GY0383  DESIGNATION -  Q 155
 GY0383  PID         -  GY0383
 GY0383  STATE/COUNTY-  WV/LOGAN
 GY0383  USGS QUAD   -  TRACE (1976)
 GY0383
 GY0383                         *CURRENT SURVEY CONTROL
 GY0383  ___________________________________________________________________
 GY0383* NAD 83(1986)-  37 55 29.     (N)    082 08 27.     (W)     SCALED    
 GY0383* NAVD 88     -       226.498  (meters)     743.10   (feet)  ADJUSTED  
 GY0383  ___________________________________________________________________
 GY0383  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GY0383  DYNAMIC HT  -         226.330 (meters)     742.55  (feet)  COMP
 GY0383  MODELED GRAV-     979,885.0   (mgal)                       NAVD 88
 GY0383
 GY0383  VERT ORDER  -  SECOND    CLASS 0
 GY0383
 GY0383.The horizontal coordinates were scaled from a topographic map and have
 GY0383.an estimated accuracy of +/- 6 seconds.
 GY0383
 GY0383.The orthometric height was determined by differential leveling
 GY0383.and adjusted by the National Geodetic Survey in June 1991..
 GY0383
 GY0383.The geoid height was determined by GEOID03.
 GY0383
 GY0383.The dynamic height is computed by dividing the NAVD 88
 GY0383.geopotential number by the normal gravity value computed on the
 GY0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0383.degrees latitude (g = 980.6199 gals.).
 GY0383
 GY0383.The modeled gravity was interpolated from observed gravity values.
 GY0383
 GY0383;                    North         East    Units  Estimated Accuracy
 GY0383;SPC WV S     -   103,250.      499,700.      MT  (+/- 180 meters Scaled)
 GY0383
 GY0383                          SUPERSEDED SURVEY CONTROL
 GY0383
 GY0383  NGVD 29 (??/??/92)  226.710  (m)          743.80   (f) ADJ UNCH    2 0
 GY0383
 GY0383.Superseded values are not recommended for survey control.
 GY0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0383.See file dsdata.txt to determine how the superseded data were derived.
 GY0383
 GY0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB997980(NAD 83)
 GY0383_MARKER: DB = BENCH MARK DISK
 GY0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0383_SP_SET: CULVERT
 GY0383_STAMPING: Q 155 1957
 GY0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0383
 GY0383  HISTORY     - Date     Condition        Report By
 GY0383  HISTORY     - 1957     MONUMENTED       CGS
 GY0383
 GY0383                          STATION DESCRIPTION
 GY0383
 GY0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0383'8.8 MI S FROM HART.
 GY0383'ABOUT 8.8 MILES SOUTH ALONG HART CREEK ROAD FROM THE HIGH SCHOOL
 GY0383'AT HART, ABOUT 0.2 MILE SOUTH OF CONFLUENCE OF BULWARK BRANCH
 GY0383'AND HART CREEK, ABOUT 0.45 MILE SOUTH OF BULWARK SCHOOL (RED
 GY0383'BRICK BUILDING), ABOUT 24 YARDS SOUTHEAST AND ACROSS ROAD FROM A
 GY0383'SMALL CONCRETE BLOCK STORE BUILDING, IN THE TOP OF NORTH END OF
 GY0383'EAST CONCRETE HEADWALL OF A 60-INCH PIPE CULVERT WITH WINGWALLS,
 GY0383'23 FEET EAST OF CENTER LINE OF ROAD AND ABOUT 2 FEET BELOW LEVEL
 GY0383'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0553 ***********************************************************************
 HY0553  DESIGNATION -  Q 156
 HY0553  PID         -  HY0553
 HY0553  STATE/COUNTY-  WV/LINCOLN
 HY0553  USGS QUAD   -  BIG CREEK (1962)
 HY0553
 HY0553                         *CURRENT SURVEY CONTROL
 HY0553  ___________________________________________________________________
 HY0553* NAD 83(1986)-  38 02 12.     (N)    082 02 13.     (W)     SCALED    
 HY0553* NAVD 88     -       279.202  (meters)     916.02   (feet)  ADJUSTED  
 HY0553  ___________________________________________________________________
 HY0553  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HY0553  DYNAMIC HT  -         279.000 (meters)     915.35  (feet)  COMP
 HY0553  MODELED GRAV-     979,900.6   (mgal)                       NAVD 88
 HY0553
 HY0553  VERT ORDER  -  SECOND    CLASS 0
 HY0553
 HY0553.The horizontal coordinates were scaled from a topographic map and have
 HY0553.an estimated accuracy of +/- 6 seconds.
 HY0553
 HY0553.The orthometric height was determined by differential leveling
 HY0553.and adjusted by the National Geodetic Survey in June 1991..
 HY0553
 HY0553.The geoid height was determined by GEOID03.
 HY0553
 HY0553.The dynamic height is computed by dividing the NAVD 88
 HY0553.geopotential number by the normal gravity value computed on the
 HY0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0553.degrees latitude (g = 980.6199 gals.).
 HY0553
 HY0553.The modeled gravity was interpolated from observed gravity values.
 HY0553
 HY0553;                    North         East    Units  Estimated Accuracy
 HY0553;SPC WV S     -   115,570.      508,980.      MT  (+/- 180 meters Scaled)
 HY0553
 HY0553                          SUPERSEDED SURVEY CONTROL
 HY0553
 HY0553  NGVD 29 (??/??/92)  279.416  (m)          916.72   (f) ADJ UNCH    2 0
 HY0553
 HY0553.Superseded values are not recommended for survey control.
 HY0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0553.See file dsdata.txt to determine how the superseded data were derived.
 HY0553
 HY0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC090103(NAD 83)
 HY0553_MARKER: DB = BENCH MARK DISK
 HY0553_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HY0553_SP_SET: UNSPECIFIED ROCK
 HY0553_STAMPING: Q 156 1957
 HY0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0553
 HY0553  HISTORY     - Date     Condition        Report By
 HY0553  HISTORY     - 1957     MONUMENTED       CGS
 HY0553
 HY0553                          STATION DESCRIPTION
 HY0553
 HY0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0553'3.6 MI WSW FROM DOLLIE.
 HY0553'ABOUT 3.1 MILE WEST-NORTHWEST ALONG GRAVEL ROAD FROM THE
 HY0553'SCHOOL AT DOLLIE, THENCE 0.45 MILE SOUTH ALONG TRAIL ROAD, 201
 HY0553'FEET NORTHWEST OF A GAS WELL, 8 FEET NORTHEAST OF THE CENTER
 HY0553'LINE OF THE TRAIL ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF
 HY0553'6 1/2 FOOT HIGH AND 12 FEET WIDE ROCK IN THE SIDE OF THE HILL,
 HY0553'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2506 ***********************************************************************
 GX2506  DESIGNATION -  Q 157
 GX2506  PID         -  GX2506
 GX2506  STATE/COUNTY-  WV/LOGAN
 GX2506  USGS QUAD   -  HENLAWSON (1976)
 GX2506
 GX2506                         *CURRENT SURVEY CONTROL
 GX2506  ___________________________________________________________________
 GX2506* NAD 83(1986)-  37 56 25.     (N)    081 55 05.     (W)     SCALED    
 GX2506* NAVD 88     -       333.342  (meters)    1093.64   (feet)  ADJUSTED  
 GX2506  ___________________________________________________________________
 GX2506  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GX2506  DYNAMIC HT  -         333.098 (meters)    1092.84  (feet)  COMP
 GX2506  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 GX2506
 GX2506  VERT ORDER  -  SECOND    CLASS 0
 GX2506
 GX2506.The horizontal coordinates were scaled from a topographic map and have
 GX2506.an estimated accuracy of +/- 6 seconds.
 GX2506
 GX2506.The orthometric height was determined by differential leveling
 GX2506.and adjusted by the National Geodetic Survey in June 1991..
 GX2506
 GX2506.The geoid height was determined by GEOID03.
 GX2506
 GX2506.The dynamic height is computed by dividing the NAVD 88
 GX2506.geopotential number by the normal gravity value computed on the
 GX2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2506.degrees latitude (g = 980.6199 gals.).
 GX2506
 GX2506.The modeled gravity was interpolated from observed gravity values.
 GX2506
 GX2506;                    North         East    Units  Estimated Accuracy
 GX2506;SPC WV S     -   104,760.      519,310.      MT  (+/- 180 meters Scaled)
 GX2506
 GX2506                          SUPERSEDED SURVEY CONTROL
 GX2506
 GX2506  NGVD 29 (??/??/92)  333.549  (m)         1094.32   (f) ADJ UNCH    2 0
 GX2506
 GX2506.Superseded values are not recommended for survey control.
 GX2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2506.See file dsdata.txt to determine how the superseded data were derived.
 GX2506
 GX2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB193995(NAD 83)
 GX2506_MARKER: DB = BENCH MARK DISK
 GX2506_SETTING: 66 = SET IN ROCK OUTCROP
 GX2506_SP_SET: CUT
 GX2506_STAMPING: Q 157 1957
 GX2506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2506+STABILITY: POSITION/ELEVATION WELL
 GX2506
 GX2506  HISTORY     - Date     Condition        Report By
 GX2506  HISTORY     - 1957     MONUMENTED       CGS
 GX2506
 GX2506                          STATION DESCRIPTION
 GX2506
 GX2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2506'1.6 MI NW FROM LAKE.
 GX2506'ABOUT 1.55 MILE NORTHWEST ALONG HEWETT ROAD (BLACKTOP) FROM
 GX2506'THE SCHOOL AT LAKE, 0.2 MILE WEST OF A CULVERT FOR RACOON BRANCH,
 GX2506'19 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET VERTICALLY
 GX2506'IN THE SOUTH FACE OF A SMOOTH 10 FOOT HIGH ROCK NEAR THE EAST END
 GX2506'OF A ROCK CUT, ABOUT 5 1/2 FEET ABOVE THE BOTTOM OF THE DITCH
 GX2506'AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0340 ***********************************************************************
 GY0340  DESIGNATION -  Q 158
 GY0340  PID         -  GY0340
 GY0340  STATE/COUNTY-  WV/MINGO
 GY0340  USGS QUAD   -  KERMIT (1992)
 GY0340
 GY0340                         *CURRENT SURVEY CONTROL
 GY0340  ___________________________________________________________________
 GY0340* NAD 83(1986)-  37 51 15.     (N)    082 23 32.     (W)     SCALED    
 GY0340* NAVD 88     -       186.443  (meters)     611.69   (feet)  ADJUSTED  
 GY0340  ___________________________________________________________________
 GY0340  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GY0340  DYNAMIC HT  -         186.306 (meters)     611.24  (feet)  COMP
 GY0340  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 GY0340
 GY0340  VERT ORDER  -  SECOND    CLASS 0
 GY0340
 GY0340.The horizontal coordinates were scaled from a topographic map and have
 GY0340.an estimated accuracy of +/- 6 seconds.
 GY0340
 GY0340.The orthometric height was determined by differential leveling
 GY0340.and adjusted by the National Geodetic Survey in June 1991..
 GY0340
 GY0340.The geoid height was determined by GEOID03.
 GY0340
 GY0340.The dynamic height is computed by dividing the NAVD 88
 GY0340.geopotential number by the normal gravity value computed on the
 GY0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0340.degrees latitude (g = 980.6199 gals.).
 GY0340
 GY0340.The modeled gravity was interpolated from observed gravity values.
 GY0340
 GY0340;                    North         East    Units  Estimated Accuracy
 GY0340;SPC WV S     -    95,720.      477,490.      MT  (+/- 180 meters Scaled)
 GY0340
 GY0340                          SUPERSEDED SURVEY CONTROL
 GY0340
 GY0340  NGVD 29 (??/??/92)  186.654  (m)          612.38   (f) ADJ UNCH    2 0
 GY0340
 GY0340.Superseded values are not recommended for survey control.
 GY0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0340.See file dsdata.txt to determine how the superseded data were derived.
 GY0340
 GY0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB775905(NAD 83)
 GY0340_MARKER: DB = BENCH MARK DISK
 GY0340_SETTING: 66 = SET IN ROCK OUTCROP
 GY0340_SP_SET: ROCK CUT
 GY0340_STAMPING: Q 158 1957
 GY0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0340+STABILITY: POSITION/ELEVATION WELL
 GY0340
 GY0340  HISTORY     - Date     Condition        Report By
 GY0340  HISTORY     - 1957     MONUMENTED       CGS
 GY0340  HISTORY     - 199003   MARK NOT FOUND   USGS
 GY0340
 GY0340                          STATION DESCRIPTION
 GY0340
 GY0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0340'1 MI W FROM SELWYN.
 GY0340'ABOUT 0.95 MILE WEST ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 GY0340'SELWYN, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING WEST
 GY0340'AND NORTH, SET VERTICALLY IN THE SOUTHEAST FACE OF A LEDGE OF
 GY0340'ROCK IN A CUT, 22 FEET NORTHWEST OF CENTER LINE OF ROAD, 4 1/2
 GY0340'FEET SOUTHWEST OF SOUTHWEST EDGE OF A SMALL ABANDONED COAL MINE,
 GY0340'2 FEET ABOVE GROUND AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 GY0340
 GY0340                          STATION RECOVERY (1990)
 GY0340
 GY0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (DW)
 GY0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0771 ***********************************************************************
 HY0771  DESIGNATION -  Q 159
 HY0771  PID         -  HY0771
 HY0771  STATE/COUNTY-  WV/WAYNE
 HY0771  USGS QUAD   -  WAYNE (1987)
 HY0771
 HY0771                         *CURRENT SURVEY CONTROL
 HY0771  ___________________________________________________________________
 HY0771* NAD 83(1986)-  38 07 35.     (N)    082 23 24.     (W)     SCALED    
 HY0771* NAVD 88     -       196.555  (meters)     644.86   (feet)  ADJUSTED  
 HY0771  ___________________________________________________________________
 HY0771  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HY0771  DYNAMIC HT  -         196.415 (meters)     644.40  (feet)  COMP
 HY0771  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 HY0771
 HY0771  VERT ORDER  -  SECOND    CLASS 0
 HY0771
 HY0771.The horizontal coordinates were scaled from a topographic map and have
 HY0771.an estimated accuracy of +/- 6 seconds.
 HY0771
 HY0771.The orthometric height was determined by differential leveling
 HY0771.and adjusted by the National Geodetic Survey in June 1991..
 HY0771
 HY0771.The geoid height was determined by GEOID03.
 HY0771
 HY0771.The dynamic height is computed by dividing the NAVD 88
 HY0771.geopotential number by the normal gravity value computed on the
 HY0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0771.degrees latitude (g = 980.6199 gals.).
 HY0771
 HY0771.The modeled gravity was interpolated from observed gravity values.
 HY0771
 HY0771;                    North         East    Units  Estimated Accuracy
 HY0771;SPC WV S     -   125,930.      478,140.      MT  (+/- 180 meters Scaled)
 HY0771
 HY0771                          SUPERSEDED SURVEY CONTROL
 HY0771
 HY0771  NGVD 29 (??/??/92)  196.767  (m)          645.56   (f) ADJ UNCH    2 0
 HY0771
 HY0771.Superseded values are not recommended for survey control.
 HY0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0771.See file dsdata.txt to determine how the superseded data were derived.
 HY0771
 HY0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC781207(NAD 83)
 HY0771_MARKER: DB = BENCH MARK DISK
 HY0771_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HY0771_SP_SET: UNSPECIFIED ROCK
 HY0771_STAMPING: Q 159 1957
 HY0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0771
 HY0771  HISTORY     - Date     Condition        Report By
 HY0771  HISTORY     - 1957     MONUMENTED       CGS
 HY0771
 HY0771                          STATION DESCRIPTION
 HY0771
 HY0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0771'0.7 MI SW FROM STILTNER.
 HY0771'ABOUT 0.7 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM STATE HIGHWAY
 HY0771'37 BRIDGE OVER EAST FORK OF TWELVEPOLE CREEK, ABOUT 0.25 MILE
 HY0771'SOUTHWEST OF A 10-FOOT BRIDGE, ABOUT 40 YARDS NORTHEAST OF AN
 HY0771'UNPAINTED FRAME HOUSE LOCATED SOUTHEAST OF ROAD, IN THE TOP OF
 HY0771'THE SOUTHEAST EDGE OF A ROCK IN THE SLOPE OF BANK BELOW ROAD
 HY0771'(THE EXPOSED PART OF ROCK IS ABOUT 10 FEET LONG, 2 FEET WIDE
 HY0771'AND 2 FEET HIGH), 19 FEET SOUTHEAST OF CENTER LINE OF ROAD, 66
 HY0771'FEET NORTHEAST OF A PATH WITH STONE STEPS LEADING TO HOUSE, 12
 HY0771'FEET SOUTH OF THE SOUTHWEST ONE OF TWO 6-INCH WALNUT TREES, 1
 HY0771'FOOT WEST OF EAST EDGE OF ROCK AND ABOUT 4 FEET BELOW LEVEL OF
 HY0771'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1406 ***********************************************************************
 HW1406  DESIGNATION -  Q 16
 HW1406  PID         -  HW1406
 HW1406  STATE/COUNTY-  WV/PENDLETON
 HW1406  USGS QUAD   -  ONEGO (1995)
 HW1406
 HW1406                         *CURRENT SURVEY CONTROL
 HW1406  ___________________________________________________________________
 HW1406* NAD 83(1986)-  38 49 19.     (N)    079 23 10.     (W)     SCALED    
 HW1406* NAVD 88     -       500.402  (meters)    1641.74   (feet)  ADJUSTED  
 HW1406  ___________________________________________________________________
 HW1406  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HW1406  DYNAMIC HT  -         500.044 (meters)    1640.56  (feet)  COMP
 HW1406  MODELED GRAV-     979,896.3   (mgal)                       NAVD 88
 HW1406
 HW1406  VERT ORDER  -  SECOND    CLASS 0
 HW1406
 HW1406.The horizontal coordinates were scaled from a topographic map and have
 HW1406.an estimated accuracy of +/- 6 seconds.
 HW1406
 HW1406.The orthometric height was determined by differential leveling
 HW1406.and adjusted by the National Geodetic Survey in June 1991..
 HW1406
 HW1406.The geoid height was determined by GEOID03.
 HW1406
 HW1406.The dynamic height is computed by dividing the NAVD 88
 HW1406.geopotential number by the normal gravity value computed on the
 HW1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1406.degrees latitude (g = 980.6199 gals.).
 HW1406
 HW1406.The modeled gravity was interpolated from observed gravity values.
 HW1406
 HW1406;                    North         East    Units  Estimated Accuracy
 HW1406;SPC WV S     -   203,440.      740,150.      MT  (+/- 180 meters Scaled)
 HW1406
 HW1406                          SUPERSEDED SURVEY CONTROL
 HW1406
 HW1406  NGVD 29 (??/??/92)  500.538  (m)         1642.18   (f) ADJ UNCH    2 0
 HW1406
 HW1406.Superseded values are not recommended for survey control.
 HW1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1406.See file dsdata.txt to determine how the superseded data were derived.
 HW1406
 HW1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC401982(NAD 83)
 HW1406_MARKER: DB = BENCH MARK DISK
 HW1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1406_STAMPING: Q 16 1934
 HW1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1406+STABILITY: SURFACE MOTION
 HW1406
 HW1406  HISTORY     - Date     Condition        Report By
 HW1406  HISTORY     - 1934     MONUMENTED       CGS
 HW1406  HISTORY     - 1956     GOOD             NGS
 HW1406
 HW1406                          STATION DESCRIPTION
 HW1406
 HW1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HW1406'1 MI S FROM MOUTH OF SENECA.
 HW1406'1.0 MILE SOUTH ALONG U.S. HIGHWAY 33 FROM MOUTH OF SENECA,
 HW1406'PENDLETON COUNTY, 100 YARDS FROM A CEMETERY, 70 YARDS NORTH OF
 HW1406'THE TOP OF A GRADE, 160 YARDS NORTH OF A DIRT ROAD LEADING
 HW1406'EAST, AND 8 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 HW1406'STANDARD DISK, STAMPED Q 16 1934 AND SET IN THE TOP OF A
 HW1406'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3679 ***********************************************************************
 HW3679  DESIGNATION -  Q 16 ECC
 HW3679  PID         -  HW3679
 HW3679  STATE/COUNTY-  WV/PENDLETON
 HW3679  USGS QUAD   -  ONEGO (1995)
 HW3679
 HW3679                         *CURRENT SURVEY CONTROL
 HW3679  ___________________________________________________________________
 HW3679* NAD 83(1995)-  38 49 13.16985(N)    079 23 12.83624(W)     ADJUSTED  
 HW3679* NAVD 88     -       500.74   (meters)    1642.8    (feet)  LEVELING  
 HW3679  ___________________________________________________________________
 HW3679  X           -     916,501.103 (meters)                     COMP
 HW3679  Y           -  -4,891,094.759 (meters)                     COMP
 HW3679  Z           -   3,977,090.576 (meters)                     COMP
 HW3679  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 HW3679  ELLIP HEIGHT-         469.75  (meters)          (10/04/01) GPS OBS
 HW3679  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HW3679
 HW3679  HORZ ORDER  -  FIRST
 HW3679  VERT ORDER  -  THIRD ?
 HW3679  ELLP ORDER  -  FOURTH    CLASS II
 HW3679
 HW3679.The horizontal coordinates were established by GPS observations
 HW3679.and adjusted by the National Geodetic Survey in October 2001..
 HW3679
 HW3679.The orthometric height was determined by differential leveling.
 HW3679.The vertical network tie was performed by a horz. field party for horz.
 HW3679.obs reductions. Reset procedures were used to establish the elevation.
 HW3679
 HW3679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3679
 HW3679.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3679
 HW3679.The ellipsoidal height was determined by GPS observations
 HW3679.and is referenced to NAD 83.
 HW3679
 HW3679.The geoid height was determined by GEOID03.
 HW3679
 HW3679;                    North         East     Units Scale Factor Converg.
 HW3679;SPC WV S     -   203,261.382   740,080.997   MT  0.99998718   +0 59 50.0
 HW3679;UTM  17      - 4,298,074.114   640,037.833   MT  0.99984149   +1 00 41.0
 HW3679
 HW3679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3679!SPC WV S     -   0.99992630  x   0.99998718  =   0.99991348
 HW3679!UTM  17      -   0.99992630  x   0.99984149  =   0.99976780
 HW3679
 HW3679                          SUPERSEDED SURVEY CONTROL
 HW3679
 HW3679  NAD 83(1995)-  38 49 13.17217(N)    079 23 12.83931(W) AD(       ) 1
 HW3679  ELLIP H (04/01/98)  469.72   (m)                       GP(       ) 4 1
 HW3679  NAD 83(1986)-  38 49 13.18059(N)    079 23 12.84761(W) AD(       ) 1
 HW3679
 HW3679.Superseded values are not recommended for survey control.
 HW3679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3679.See file dsdata.txt to determine how the superseded data were derived.
 HW3679
 HW3679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC4003898074(NAD 83)
 HW3679_MARKER: Z = SEE DESCRIPTION
 HW3679_SETTING: 0 = UNSPECIFIED SETTING
 HW3679_MARK LOGO: USFS  
 HW3679_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3679+SATELLITE: SATELLITE OBSERVATIONS - 1992
 HW3679
 HW3679  HISTORY     - Date     Condition        Report By
 HW3679  HISTORY     - 1992     MONUMENTED       USFS
 HW3679
 HW3679                          STATION DESCRIPTION
 HW3679
 HW3679'DESCRIBED BY US FOREST SERVICE 1992
 HW3679'LOCATED APPROXIMATELY 1 MI (1.6 KM) SOUTH ALONG ROUTES 33 AND 28 FROM
 HW3679'THE ROUTE 28/33 SPLIT AT SENECA ROCKS.  STATION IS APPROXIMATELY 3 FT
 HW3679'(0.9 MT) EAST FROM THE EAST EDGE OF AN ASPHALT ROAD LEADING TO A
 HW3679'TRAILER PARK IN THE COUNTY OF PENDLETON IN THE STATE OF WEST
 HW3679'VIRGINIA.
 HW3679'TO REACH - FROM THE ROUTES 28/33 SPLIT AT SENECA ROCKS, WEST VIRGINIA,
 HW3679'PROCEED SOUTHWEST ON ROUTE 28 FOR APPROXIMATELY 1 MI (1.6 KM) TO
 HW3679'ASPHALT ROAD LEADING TO TRAILER PARK ON RIGHT.  TURN RIGHT AND
 HW3679'PROCEED NORTH ON ASPHALT ROAD AND STATION ON RIGHT.
 HW3679'STATION IS A 2 IN X 18 IN TACKED STAKE SET APPROXIMATELY 1 FT
 HW3679'(0.3 MT) ABOVE THE SURFACE OF THE GROUND, 3 FT (0.9 MT) EAST OF THE
 HW3679'ASPHALT ROAD LEADING TO THE TRAILER PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0761 ***********************************************************************
 HY0761  DESIGNATION -  Q 160
 HY0761  PID         -  HY0761
 HY0761  STATE/COUNTY-  WV/WAYNE
 HY0761  USGS QUAD   -  RANGER (1976)
 HY0761
 HY0761                         *CURRENT SURVEY CONTROL
 HY0761  ___________________________________________________________________
 HY0761* NAD 83(1986)-  38 00 28.     (N)    082 14 00.     (W)     SCALED    
 HY0761* NAVD 88     -       244.025  (meters)     800.61   (feet)  ADJUSTED  
 HY0761  ___________________________________________________________________
 HY0761  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HY0761  DYNAMIC HT  -         243.847 (meters)     800.02  (feet)  COMP
 HY0761  MODELED GRAV-     979,895.9   (mgal)                       NAVD 88
 HY0761
 HY0761  VERT ORDER  -  SECOND    CLASS 0
 HY0761
 HY0761.The horizontal coordinates were scaled from a topographic map and have
 HY0761.an estimated accuracy of +/- 6 seconds.
 HY0761
 HY0761.The orthometric height was determined by differential leveling
 HY0761.and adjusted by the National Geodetic Survey in June 1991..
 HY0761
 HY0761.The geoid height was determined by GEOID03.
 HY0761
 HY0761.The dynamic height is computed by dividing the NAVD 88
 HY0761.geopotential number by the normal gravity value computed on the
 HY0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0761.degrees latitude (g = 980.6199 gals.).
 HY0761
 HY0761.The modeled gravity was interpolated from observed gravity values.
 HY0761
 HY0761;                    North         East    Units  Estimated Accuracy
 HY0761;SPC WV S     -   112,570.      491,700.      MT  (+/- 180 meters Scaled)
 HY0761
 HY0761                          SUPERSEDED SURVEY CONTROL
 HY0761
 HY0761  NGVD 29 (??/??/92)  244.238  (m)          801.30   (f) ADJ UNCH    2 0
 HY0761
 HY0761.Superseded values are not recommended for survey control.
 HY0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0761.See file dsdata.txt to determine how the superseded data were derived.
 HY0761
 HY0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC917073(NAD 83)
 HY0761_MARKER: DB = BENCH MARK DISK
 HY0761_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HY0761_SP_SET: UNSPECIFIED ROCK
 HY0761_STAMPING: Q 160 1957
 HY0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0761
 HY0761  HISTORY     - Date     Condition        Report By
 HY0761  HISTORY     - 1957     MONUMENTED       CGS
 HY0761
 HY0761                          STATION DESCRIPTION
 HY0761
 HY0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0761'18 MI SE FROM COVE GAP.
 HY0761'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0761'SCHOOL AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 7.8 MILES
 HY0761'SOUTHEAST ALONG A ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 HY0761'THENCE 2.15 MILES EAST ALONG A MOUNTAIN ROAD LEADING INTO KIAH
 HY0761'CREEK, THENCE ABOUT 4.0 MILES SOUTH AND SOUTHEAST ALONG KIAH CREEK
 HY0761'ROAD, ABOUT 0.25 MILE WEST OF A CROSSROAD AND A 40-FOOT BRIDGE,
 HY0761'ABOUT 0.55 MILE SOUTHEAST OF A SIDE ROAD LEADING NORTHEAST
 HY0761'ALONG ROLLEM FORK, ABOUT 0.15 MILE WEST OF THE LINCOLN-WAYNE
 HY0761'COUNTY LINE, ABOUT 22 YARDS NORTHWEST OF A FORD ACROSS A SMALL
 HY0761'STREAM, IN THE TOP OF THE WEST CORNER OF A FLAT PROJECTION OF
 HY0761'ROCK ABOUT 6 FEET LONG AND 2 FEET HIGH, 19 FEET NORTHEAST OF
 HY0761'CENTER LINE OF ROAD, 1 FOOT EAST OF WEST CORNER OF ROCK, 10
 HY0761'FEET NORTHWEST OF SOUTHWEST END OF A LONG V SHAPED BOULDER AND
 HY0761'ABOUT 6 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2173 ***********************************************************************
 GX2173  DESIGNATION -  Q 161
 GX2173  PID         -  GX2173
 GX2173  STATE/COUNTY-  WV/MINGO
 GX2173  USGS QUAD   -  MAN (1976)
 GX2173
 GX2173                         *CURRENT SURVEY CONTROL
 GX2173  ___________________________________________________________________
 GX2173* NAD 83(1986)-  37 38 52.     (N)    081 58 36.     (W)     SCALED    
 GX2173* NAVD 88     -       443.063  (meters)    1453.62   (feet)  ADJUSTED  
 GX2173  ___________________________________________________________________
 GX2173  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX2173  DYNAMIC HT  -         442.712 (meters)    1452.46  (feet)  COMP
 GX2173  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 GX2173
 GX2173  VERT ORDER  -  SECOND    CLASS 0
 GX2173
 GX2173.The horizontal coordinates were scaled from a topographic map and have
 GX2173.an estimated accuracy of +/- 6 seconds.
 GX2173
 GX2173.The orthometric height was determined by differential leveling
 GX2173.and adjusted by the National Geodetic Survey in June 1991..
 GX2173
 GX2173.The geoid height was determined by GEOID03.
 GX2173
 GX2173.The dynamic height is computed by dividing the NAVD 88
 GX2173.geopotential number by the normal gravity value computed on the
 GX2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2173.degrees latitude (g = 980.6199 gals.).
 GX2173
 GX2173.The modeled gravity was interpolated from observed gravity values.
 GX2173
 GX2173;                    North         East    Units  Estimated Accuracy
 GX2173;SPC WV S     -    72,350.      513,810.      MT  (+/- 180 meters Scaled)
 GX2173
 GX2173                          SUPERSEDED SURVEY CONTROL
 GX2173
 GX2173  NGVD 29 (??/??/92)  443.258  (m)         1454.26   (f) ADJ UNCH    2 0
 GX2173
 GX2173.Superseded values are not recommended for survey control.
 GX2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2173.See file dsdata.txt to determine how the superseded data were derived.
 GX2173
 GX2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB138671(NAD 83)
 GX2173_MARKER: DB = BENCH MARK DISK
 GX2173_SETTING: 66 = SET IN ROCK OUTCROP
 GX2173_SP_SET: ROCK CUT
 GX2173_STAMPING: Q 161 1957
 GX2173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2173+STABILITY: POSITION/ELEVATION WELL
 GX2173
 GX2173  HISTORY     - Date     Condition        Report By
 GX2173  HISTORY     - 1957     MONUMENTED       CGS
 GX2173
 GX2173                          STATION DESCRIPTION
 GX2173
 GX2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2173'2.2 MI E FROM MOUNTAIN VIEW.
 GX2173'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF
 GX2173'U.S. HIGHWAY 119 AT MOUNTAIN VIEW, ABOUT 1.05 MILES EAST OF
 GX2173'JUNCTION OF A ROAD SOUTH TO MINGO FIRE TOWER, ON THE EAST SLOPE OF
 GX2173'A LONG GRADE, ON THE OUTSIDE AND AT WEST END OF A SHORT CURVE
 GX2173'WITH TANGENTS EXTENDING WEST AND SOUTHEAST, SET VERTICALLY IN THE
 GX2173'SOUTH FACE OF A ROCK CUT, 13 FEET NORTH OF CENTER LINE OF HIGHWAY,
 GX2173'30 FEET WEST OF EAST END OF ROCK CUT AND 1 1/2 FEET ABOVE LEVEL
 GX2173'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2398 ***********************************************************************
 GX2398  DESIGNATION -  Q 162
 GX2398  PID         -  GX2398
 GX2398  STATE/COUNTY-  WV/MINGO
 GX2398  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2398
 GX2398                         *CURRENT SURVEY CONTROL
 GX2398  ___________________________________________________________________
 GX2398* NAD 83(1986)-  37 35 16.     (N)    081 56 02.     (W)     SCALED    
 GX2398* NAVD 88     -       316.376  (meters)    1037.98   (feet)  ADJUSTED  
 GX2398  ___________________________________________________________________
 GX2398  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX2398  DYNAMIC HT  -         316.132 (meters)    1037.18  (feet)  COMP
 GX2398  MODELED GRAV-     979,848.5   (mgal)                       NAVD 88
 GX2398
 GX2398  VERT ORDER  -  SECOND    CLASS 0
 GX2398
 GX2398.The horizontal coordinates were scaled from a topographic map and have
 GX2398.an estimated accuracy of +/- 6 seconds.
 GX2398
 GX2398.The orthometric height was determined by differential leveling
 GX2398.and adjusted by the National Geodetic Survey in June 1991..
 GX2398
 GX2398.The geoid height was determined by GEOID03.
 GX2398
 GX2398.The dynamic height is computed by dividing the NAVD 88
 GX2398.geopotential number by the normal gravity value computed on the
 GX2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2398.degrees latitude (g = 980.6199 gals.).
 GX2398
 GX2398.The modeled gravity was interpolated from observed gravity values.
 GX2398
 GX2398;                    North         East    Units  Estimated Accuracy
 GX2398;SPC WV S     -    65,650.      517,520.      MT  (+/- 180 meters Scaled)
 GX2398
 GX2398                          SUPERSEDED SURVEY CONTROL
 GX2398
 GX2398  NGVD 29 (??/??/92)  316.582  (m)         1038.65   (f) ADJ UNCH    2 0
 GX2398
 GX2398.Superseded values are not recommended for survey control.
 GX2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2398.See file dsdata.txt to determine how the superseded data were derived.
 GX2398
 GX2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB175604(NAD 83)
 GX2398_MARKER: DB = BENCH MARK DISK
 GX2398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2398_SP_SET: BRIDGE
 GX2398_STAMPING: Q 162 1957
 GX2398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2398
 GX2398  HISTORY     - Date     Condition        Report By
 GX2398  HISTORY     - 1957     MONUMENTED       CGS
 GX2398
 GX2398                          STATION DESCRIPTION
 GX2398
 GX2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2398'4 MI NE FROM WHARNCLIFFE.
 GX2398'ABOUT 4.0 MILES NORTHEAST ALONG THE NORFOLK AND WESTERN (BRANCH
 GX2398'LINE) FROM THE STATION AT WHARNCLIFFE, IN THE TOP OF THE WEST
 GX2398'END OF THE SOUTH ABUTMENT OF BRIDGE NO. 26.01 OVER A BLACK TOP
 GX2398'ROAD AND BENS CREEK, 4 1/2 FEET WEST OF WEST RAIL, 2 1/2 FEET EAST
 GX2398'OF WEST END OF ABUTMENT AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1166 ***********************************************************************
 GX1166  DESIGNATION -  Q 163
 GX1166  PID         -  GX1166
 GX1166  STATE/COUNTY-  WV/RALEIGH
 GX1166  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1166
 GX1166                         *CURRENT SURVEY CONTROL
 GX1166  ___________________________________________________________________
 GX1166* NAD 83(1986)-  37 42 56.     (N)    081 13 37.     (W)     SCALED    
 GX1166* NAVD 88     -       694.898  (meters)    2279.84   (feet)  ADJUSTED  
 GX1166  ___________________________________________________________________
 GX1166  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1166  DYNAMIC HT  -         694.317 (meters)    2277.94  (feet)  COMP
 GX1166  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 GX1166
 GX1166  VERT ORDER  -  SECOND    CLASS 0
 GX1166
 GX1166.The horizontal coordinates were scaled from a topographic map and have
 GX1166.an estimated accuracy of +/- 6 seconds.
 GX1166
 GX1166.The orthometric height was determined by differential leveling
 GX1166.and adjusted by the National Geodetic Survey in June 1991..
 GX1166
 GX1166.The geoid height was determined by GEOID03.
 GX1166
 GX1166.The dynamic height is computed by dividing the NAVD 88
 GX1166.geopotential number by the normal gravity value computed on the
 GX1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1166.degrees latitude (g = 980.6199 gals.).
 GX1166
 GX1166.The modeled gravity was interpolated from observed gravity values.
 GX1166
 GX1166;                    North         East    Units  Estimated Accuracy
 GX1166;SPC WV S     -    79,440.      579,990.      MT  (+/- 180 meters Scaled)
 GX1166
 GX1166                          SUPERSEDED SURVEY CONTROL
 GX1166
 GX1166  NGVD 29 (??/??/92)  695.038  (m)         2280.30   (f) ADJ UNCH    2 0
 GX1166
 GX1166.Superseded values are not recommended for survey control.
 GX1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1166.See file dsdata.txt to determine how the superseded data were derived.
 GX1166
 GX1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB799742(NAD 83)
 GX1166_MARKER: DB = BENCH MARK DISK
 GX1166_SETTING: 66 = SET IN ROCK OUTCROP
 GX1166_SP_SET: ROCK OUTCROPPING
 GX1166_STAMPING: Q 163 1960
 GX1166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1166+STABILITY: POSITION/ELEVATION WELL
 GX1166
 GX1166  HISTORY     - Date     Condition        Report By
 GX1166  HISTORY     - 1960     MONUMENTED       CGS
 GX1166
 GX1166                          STATION DESCRIPTION
 GX1166
 GX1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1166'0.5 MI SW FROM PEMBERTON.
 GX1166'ABOUT 0.5 MILE SOUTHWEST ALONG THE VIRGINIAN RAILWAY FROM THE
 GX1166'STATION AT PEMBERTON, ABOUT 25 FEET BELOW THE FIRST POLE SOUTH OF
 GX1166'POLE NO. 6/40 (THE THIRD POLE SOUTH OF NORTH END OF A CUT),
 GX1166'SET VERTICALLY IN THE FACE OF AN OUTCROPPING ROCK LEDGE ABOUT
 GX1166'2 1/2 BY 7 FEET IN A ROCKY CUT, 9 FEET WEST OF WEST RAIL OF WEST
 GX1166'TRACK AND 3 FEET ABOVE THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2229 ***********************************************************************
 HX2229  DESIGNATION -  Q 175
 HX2229  PID         -  HX2229
 HX2229  STATE/COUNTY-  WV/BOONE
 HX2229  USGS QUAD   -  MADISON (1976)
 HX2229
 HX2229                         *CURRENT SURVEY CONTROL
 HX2229  ___________________________________________________________________
 HX2229* NAD 83(1986)-  38 05 49.     (N)    081 47 00.     (W)     SCALED    
 HX2229* NAVD 88     -       264.437  (meters)     867.57   (feet)  ADJUSTED  
 HX2229  ___________________________________________________________________
 HX2229  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HX2229  DYNAMIC HT  -         264.246 (meters)     866.95  (feet)  COMP
 HX2229  MODELED GRAV-     979,901.9   (mgal)                       NAVD 88
 HX2229
 HX2229  VERT ORDER  -  SECOND    CLASS 0
 HX2229
 HX2229.The horizontal coordinates were scaled from a topographic map and have
 HX2229.an estimated accuracy of +/- 6 seconds.
 HX2229
 HX2229.The orthometric height was determined by differential leveling
 HX2229.and adjusted by the National Geodetic Survey in June 1991..
 HX2229
 HX2229.The geoid height was determined by GEOID03.
 HX2229
 HX2229.The dynamic height is computed by dividing the NAVD 88
 HX2229.geopotential number by the normal gravity value computed on the
 HX2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2229.degrees latitude (g = 980.6199 gals.).
 HX2229
 HX2229.The modeled gravity was interpolated from observed gravity values.
 HX2229
 HX2229;                    North         East    Units  Estimated Accuracy
 HX2229;SPC WV S     -   122,040.      531,290.      MT  (+/- 180 meters Scaled)
 HX2229
 HX2229                          SUPERSEDED SURVEY CONTROL
 HX2229
 HX2229  NGVD 29 (??/??/92)  264.641  (m)          868.24   (f) ADJ UNCH    2 0
 HX2229
 HX2229.Superseded values are not recommended for survey control.
 HX2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2229.See file dsdata.txt to determine how the superseded data were derived.
 HX2229
 HX2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC313168(NAD 83)
 HX2229_MARKER: DB = BENCH MARK DISK
 HX2229_SETTING: 66 = SET IN ROCK OUTCROP
 HX2229_SP_SET: ROCK CUT
 HX2229_STAMPING: Q 175 1958
 HX2229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2229+STABILITY: POSITION/ELEVATION WELL
 HX2229
 HX2229  HISTORY     - Date     Condition        Report By
 HX2229  HISTORY     - 1958     MONUMENTED       CGS
 HX2229  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 HX2229
 HX2229                          STATION DESCRIPTION
 HX2229
 HX2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2229'3.3 MI E FROM ROCK CREEK.
 HX2229'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 HX2229'U.S. HIGHWAY 119 AT ROCK CREEK, 0.25 MILE WEST OF DOLINS STORE
 HX2229'AND THE JUNCTION OF ROCK CREEK ROAD LEADING SOUTHEAST, SET
 HX2229'VERTICALLY IN SOUTH FACE OF A 2 1/2-FOOT HIGH AND 4 1/2-FOOT
 HX2229'WIDE ROCK IN CUT BELOW A 10-FOOT HIGH SOFT SANDSTONE, 1 1/2
 HX2229'FEET ABOVE THE GROUND, 22 1/2 FEET NORTH OF CENTER LINE OF
 HX2229'HIGHWAY AND ON THE OUTSIDE OF A CURVE, 37 YARDS WEST OF A
 HX2229'RAVINE BETWEEN CUTS, 8 YARDS WEST OF THE WEST END OF THE MORE
 HX2229'CONSPICUOUS PART OF THE CUT, 0.15 MILE EAST OF THE JUNCTION OF
 HX2229'CANTLY BRANCH ROAD LEADING SOUTH, AND ABOUT 3 FEET ABOVE THE
 HX2229'LEVEL OF THE HIGHWAY.
 HX2229
 HX2229                          STATION RECOVERY (1973)
 HX2229
 HX2229'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2438 ***********************************************************************
 GX2438  DESIGNATION -  Q 176
 GX2438  PID         -  GX2438
 GX2438  STATE/COUNTY-  WV/MCDOWELL
 GX2438  USGS QUAD   -  GILBERT (1977)
 GX2438
 GX2438                         *CURRENT SURVEY CONTROL
 GX2438  ___________________________________________________________________
 GX2438* NAD 83(1986)-  37 30 13.     (N)    081 48 34.     (W)     SCALED    
 GX2438* NAVD 88     -       443.940  (meters)    1456.49   (feet)  ADJUSTED  
 GX2438  ___________________________________________________________________
 GX2438  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX2438  DYNAMIC HT  -         443.595 (meters)    1455.36  (feet)  COMP
 GX2438  MODELED GRAV-     979,839.0   (mgal)                       NAVD 88
 GX2438
 GX2438  VERT ORDER  -  SECOND    CLASS 0
 GX2438
 GX2438.The horizontal coordinates were scaled from a topographic map and have
 GX2438.an estimated accuracy of +/- 6 seconds.
 GX2438
 GX2438.The orthometric height was determined by differential leveling
 GX2438.and adjusted by the National Geodetic Survey in June 1991..
 GX2438
 GX2438.The geoid height was determined by GEOID03.
 GX2438
 GX2438.The dynamic height is computed by dividing the NAVD 88
 GX2438.geopotential number by the normal gravity value computed on the
 GX2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2438.degrees latitude (g = 980.6199 gals.).
 GX2438
 GX2438.The modeled gravity was interpolated from observed gravity values.
 GX2438
 GX2438;                    North         East    Units  Estimated Accuracy
 GX2438;SPC WV S     -    56,210.      528,430.      MT  (+/- 180 meters Scaled)
 GX2438
 GX2438                          SUPERSEDED SURVEY CONTROL
 GX2438
 GX2438  NGVD 29 (??/??/92)  444.136  (m)         1457.14   (f) ADJ UNCH    2 0
 GX2438
 GX2438.Superseded values are not recommended for survey control.
 GX2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2438.See file dsdata.txt to determine how the superseded data were derived.
 GX2438
 GX2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB284510(NAD 83)
 GX2438_MARKER: DB = BENCH MARK DISK
 GX2438_SETTING: 66 = SET IN ROCK OUTCROP
 GX2438_SP_SET: ROCK CUT
 GX2438_STAMPING: Q 176 1958
 GX2438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2438+STABILITY: POSITION/ELEVATION WELL
 GX2438
 GX2438  HISTORY     - Date     Condition        Report By
 GX2438  HISTORY     - 1958     MONUMENTED       CGS
 GX2438  HISTORY     - 1963     GOOD             AEROS
 GX2438
 GX2438                          STATION DESCRIPTION
 GX2438
 GX2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2438'3.6 MI NW FROM IAEGER.
 GX2438'ABOUT 3.65 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE
 GX2438'CROSSING OF THE NORFOLK AND WESTERN RAILWAY AT IAEGER, 0.45 MILE
 GX2438'SOUTH OF INDIAN RIDGE AND THE MCDOWELL  - WYOMING COUNTY LINE,
 GX2438'ON THE SOUTH SLOPE OF THE MOUNTAIN, ON THE OUTSIDE OF A CURVE WITH
 GX2438'TANGENTS EXTENDING NORTH AND SOUTHWEST, 27 FEET NORTHEAST OF THE
 GX2438'CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE SOUTHWEST FACE
 GX2438'OF A ROCK CUT, 150 FEET NORTHWEST OF THE SOUTHEAST END OF THE CUT,
 GX2438'AND ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2438
 GX2438                          STATION RECOVERY (1963)
 GX2438
 GX2438'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2465 ***********************************************************************
 GX2465  DESIGNATION -  Q 177
 GX2465  PID         -  GX2465
 GX2465  STATE/COUNTY-  WV/WYOMING
 GX2465  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2465
 GX2465                         *CURRENT SURVEY CONTROL
 GX2465  ___________________________________________________________________
 GX2465* NAD 83(1986)-  37 35 07.     (N)    081 41 13.     (W)     SCALED    
 GX2465* NAVD 88     -       351.254  (meters)    1152.41   (feet)  ADJUSTED  
 GX2465  ___________________________________________________________________
 GX2465  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX2465  DYNAMIC HT  -         350.977 (meters)    1151.50  (feet)  COMP
 GX2465  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 GX2465
 GX2465  VERT ORDER  -  SECOND    CLASS 0
 GX2465
 GX2465.The horizontal coordinates were scaled from a topographic map and have
 GX2465.an estimated accuracy of +/- 6 seconds.
 GX2465
 GX2465.The orthometric height was determined by differential leveling
 GX2465.and adjusted by the National Geodetic Survey in June 1991..
 GX2465
 GX2465.The geoid height was determined by GEOID03.
 GX2465
 GX2465.The dynamic height is computed by dividing the NAVD 88
 GX2465.geopotential number by the normal gravity value computed on the
 GX2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2465.degrees latitude (g = 980.6199 gals.).
 GX2465
 GX2465.The modeled gravity was interpolated from observed gravity values.
 GX2465
 GX2465;                    North         East    Units  Estimated Accuracy
 GX2465;SPC WV S     -    65,180.      539,330.      MT  (+/- 180 meters Scaled)
 GX2465
 GX2465                          SUPERSEDED SURVEY CONTROL
 GX2465
 GX2465  NGVD 29 (??/??/92)  351.436  (m)         1153.00   (f) ADJ UNCH    2 0
 GX2465
 GX2465.Superseded values are not recommended for survey control.
 GX2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2465.See file dsdata.txt to determine how the superseded data were derived.
 GX2465
 GX2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB393600(NAD 83)
 GX2465_MARKER: DB = BENCH MARK DISK
 GX2465_SETTING: 66 = SET IN ROCK OUTCROP
 GX2465_SP_SET: CUT
 GX2465_STAMPING: Q 177 1958
 GX2465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2465+STABILITY: POSITION/ELEVATION WELL
 GX2465
 GX2465  HISTORY     - Date     Condition        Report By
 GX2465  HISTORY     - 1958     MONUMENTED       CGS
 GX2465  HISTORY     - 1963     GOOD             AEROS
 GX2465
 GX2465                          STATION DESCRIPTION
 GX2465
 GX2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2465'0.8 MI W FROM BAILEYVILLE.
 GX2465'ABOUT 0.8 MILE WEST ALONG A BLACK TOP ROAD FROM THE BRIDGE OVER
 GX2465'GUYANDOT RIVER AT BAILEYSVILLE, ALONG THE VIRGINIAN RAILWAY, ON
 GX2465'THE OUTSIDE AND AT THE NORTHWEST END OF A CURVE WITH TANGENTS
 GX2465'EXTENDING EAST AND NORTHWEST, SET VERTICALLY IN THE NORTHEAST
 GX2465'FACE OF A LARGE ROCK CUT, 12 FEET SOUTHWEST OF SOUTHWEST RAIL, 45
 GX2465'FEET SOUTHWEST AND ACROSS TRACK FROM CENTER LINE OF ROAD, 51 FEET
 GX2465'WEST OF MILEAGE POLE NO. 26+20, AND ABOUT 2 FEET ABOVE LEVEL OF
 GX2465'TRACK.
 GX2465
 GX2465                          STATION RECOVERY (1963)
 GX2465
 GX2465'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2462 ***********************************************************************
 GX2462  DESIGNATION -  Q 178
 GX2462  PID         -  GX2462
 GX2462  STATE/COUNTY-  WV/WYOMING
 GX2462  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2462
 GX2462                         *CURRENT SURVEY CONTROL
 GX2462  ___________________________________________________________________
 GX2462* NAD 83(1986)-  37 35 22.     (N)    081 39 31.     (W)     SCALED    
 GX2462* NAVD 88     -       354.118  (meters)    1161.80   (feet)  ADJUSTED  
 GX2462  ___________________________________________________________________
 GX2462  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX2462  DYNAMIC HT  -         353.838 (meters)    1160.88  (feet)  COMP
 GX2462  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 GX2462
 GX2462  VERT ORDER  -  SECOND    CLASS 0
 GX2462
 GX2462.The horizontal coordinates were scaled from a topographic map and have
 GX2462.an estimated accuracy of +/- 6 seconds.
 GX2462
 GX2462.The orthometric height was determined by differential leveling
 GX2462.and adjusted by the National Geodetic Survey in June 1991..
 GX2462
 GX2462.The geoid height was determined by GEOID03.
 GX2462
 GX2462.The dynamic height is computed by dividing the NAVD 88
 GX2462.geopotential number by the normal gravity value computed on the
 GX2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2462.degrees latitude (g = 980.6199 gals.).
 GX2462
 GX2462.The modeled gravity was interpolated from observed gravity values.
 GX2462
 GX2462;                    North         East    Units  Estimated Accuracy
 GX2462;SPC WV S     -    65,630.      541,830.      MT  (+/- 180 meters Scaled)
 GX2462
 GX2462                          SUPERSEDED SURVEY CONTROL
 GX2462
 GX2462  NGVD 29 (??/??/92)  354.298  (m)         1162.39   (f) ADJ UNCH    2 0
 GX2462
 GX2462.Superseded values are not recommended for survey control.
 GX2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2462.See file dsdata.txt to determine how the superseded data were derived.
 GX2462
 GX2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB418604(NAD 83)
 GX2462_MARKER: DB = BENCH MARK DISK
 GX2462_SETTING: 66 = SET IN ROCK OUTCROP
 GX2462_SP_SET: CUT
 GX2462_STAMPING: Q 178 1958
 GX2462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2462+STABILITY: POSITION/ELEVATION WELL
 GX2462
 GX2462  HISTORY     - Date     Condition        Report By
 GX2462  HISTORY     - 1958     MONUMENTED       CGS
 GX2462  HISTORY     - 1963     GOOD             AEROS
 GX2462  HISTORY     - 20030202 MARK NOT FOUND   INDIV
 GX2462
 GX2462                          STATION DESCRIPTION
 GX2462
 GX2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2462'1.5 MI E FROM BAILEYVILLE.
 GX2462'ABOUT 1.5 MILES EAST ALONG A BLACK TOP ROAD TO PINEVILLE FROM
 GX2462'THE BRIDGE OVER GUYANDOT RIVER AT BAILEYSVILLE, ALONG A SHORT
 GX2462'NORTH-SOUTH TANGENT BETWEEN A CURVE WITH TANGENTS EXTENDING
 GX2462'NORTHWEST AND SOUTHEAST, 15 FEET WEST OF THE CENTER LINE OF THE
 GX2462'ROAD, SET VERTICALLY IN THE EAST FACE OF THE CENTER ONE OF THREE
 GX2462'DEEP CUTS, 60 FEET SOUTH OF THE NORTH END OF THE CUT, 7 FEET
 GX2462'SOUTH OF THE SOUTH EDGE OF A ROCK PROJECTING FROM THE TOP OF
 GX2462'THE CUT, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2462
 GX2462                          STATION RECOVERY (1963)
 GX2462
 GX2462'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2462'RECOVERED IN GOOD CONDITION.
 GX2462
 GX2462                          STATION RECOVERY (2003)
 GX2462
 GX2462'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2462'BELIEVE ROAD WIDENING DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3168 ***********************************************************************
 GX3168  DESIGNATION -  Q 178 RESET 1980
 GX3168  PID         -  GX3168
 GX3168  STATE/COUNTY-  WV/WYOMING
 GX3168  USGS QUAD   -  BAILEYSVILLE (1976)
 GX3168
 GX3168                         *CURRENT SURVEY CONTROL
 GX3168  ___________________________________________________________________
 GX3168* NAD 83(1986)-  37 35 22.     (N)    081 39 31.     (W)     SCALED    
 GX3168* NAVD 88     -       353.79   (meters)    1160.7    (feet)  RESET     
 GX3168  ___________________________________________________________________
 GX3168  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX3168
 GX3168  VERT ORDER  -  THIRD
 GX3168
 GX3168.The horizontal coordinates were scaled from a topographic map and have
 GX3168.an estimated accuracy of +/- 6 seconds.
 GX3168
 GX3168.The orthometric height was computed from unverified reset data.
 GX3168.No vertical observational check was made to the station.
 GX3168
 GX3168.The geoid height was determined by GEOID03.
 GX3168
 GX3168;                    North         East    Units  Estimated Accuracy
 GX3168;SPC WV S     -    65,630.      541,830.      MT  (+/- 180 meters Scaled)
 GX3168
 GX3168                          SUPERSEDED SURVEY CONTROL
 GX3168
 GX3168  NGVD 29 (09/25/03)  353.97   (m)         1161.3    (f) RESET       3  
 GX3168
 GX3168.Superseded values are not recommended for survey control.
 GX3168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3168.See file dsdata.txt to determine how the superseded data were derived.
 GX3168
 GX3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB418604(NAD 83)
 GX3168_MARKER: DB = BENCH MARK DISK
 GX3168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX3168_SP_SET: HEADWALL
 GX3168_STAMPING: Q 178 RESET 1980
 GX3168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3168+STABILITY: SURFACE MOTION
 GX3168
 GX3168  HISTORY     - Date     Condition        Report By
 GX3168  HISTORY     - 1980     MONUMENTED       WVHD
 GX3168
 GX3168                          STATION DESCRIPTION
 GX3168
 GX3168'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1980
 GX3168'1.9 MI EAST FROM BAILEYSVILLE.
 GX3168'1.9 MILES EAST ALONG STATE ROUTE 92 (BAILEYSVILLE-PINEVILLE ROAD)
 GX3168'FROM THE NEW BRIDGE OVER GUYANDOTTE RIVER IN BAILEYSVILLE, ON THE
 GX3168'OUTSIDE OF CURVE AND NEAR THE INTERSECTION OF A PRIVATE DRIVE, IN THE
 GX3168'TOP OF AND CENTER OF NEW CONCRETE HEADWALL OF A 108-INCH PIPE OVER
 GX3168'SAMS BRANCH CREEK, AND 31.0 FEET NORTH OF THE CENTERLINE OF HIGHWAY.
 GX3168'THE MARK IS 1.8 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1903 ***********************************************************************
 GX1903  DESIGNATION -  Q 179
 GX1903  PID         -  GX1903
 GX1903  STATE/COUNTY-  WV/MCDOWELL
 GX1903  USGS QUAD   -  BRADSHAW (1977)
 GX1903
 GX1903                         *CURRENT SURVEY CONTROL
 GX1903  ___________________________________________________________________
 GX1903* NAD 83(1986)-  37 20 46.     (N)    081 47 15.     (W)     SCALED    
 GX1903* NAVD 88     -       362.508  (meters)    1189.33   (feet)  ADJUSTED  
 GX1903  ___________________________________________________________________
 GX1903  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1903  DYNAMIC HT  -         362.210 (meters)    1188.35  (feet)  COMP
 GX1903  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GX1903
 GX1903  VERT ORDER  -  SECOND    CLASS 0
 GX1903
 GX1903.The horizontal coordinates were scaled from a topographic map and have
 GX1903.an estimated accuracy of +/- 6 seconds.
 GX1903
 GX1903.The orthometric height was determined by differential leveling
 GX1903.and adjusted by the National Geodetic Survey in June 1991..
 GX1903
 GX1903.The geoid height was determined by GEOID03.
 GX1903
 GX1903.The dynamic height is computed by dividing the NAVD 88
 GX1903.geopotential number by the normal gravity value computed on the
 GX1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1903.degrees latitude (g = 980.6199 gals.).
 GX1903
 GX1903.The modeled gravity was interpolated from observed gravity values.
 GX1903
 GX1903;                    North         East    Units  Estimated Accuracy
 GX1903;SPC WV S     -    38,710.      530,220.      MT  (+/- 180 meters Scaled)
 GX1903
 GX1903                          SUPERSEDED SURVEY CONTROL
 GX1903
 GX1903  NGVD 29 (??/??/92)  362.683  (m)         1189.90   (f) ADJ UNCH    2 0
 GX1903
 GX1903.Superseded values are not recommended for survey control.
 GX1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1903.See file dsdata.txt to determine how the superseded data were derived.
 GX1903
 GX1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB302335(NAD 83)
 GX1903_MARKER: DB = BENCH MARK DISK
 GX1903_SETTING: 66 = SET IN ROCK OUTCROP
 GX1903_SP_SET: SET IN ROCK OUTCROP
 GX1903_STAMPING: Q 179 1958
 GX1903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1903+STABILITY: POSITION/ELEVATION WELL
 GX1903
 GX1903  HISTORY     - Date     Condition        Report By
 GX1903  HISTORY     - 1958     MONUMENTED       CGS
 GX1903
 GX1903                          STATION DESCRIPTION
 GX1903
 GX1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1903'1 MI SE FROM BRADSHAW.
 GX1903'1.05 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 GX1903'STATE HIGHWAY 80 AT BRADSHAW, 0.45 MILE NORTHWEST OF A 50-FOOT
 GX1903'BRIDGE OVER LITTLE SLATE CREEK, ON THE INSIDE AND ABOUT 55 YARDS
 GX1903'SOUTHEAST OF THE SOUTHEAST END OF A CURVE WITH TANGENTS EXTENDING
 GX1903'WEST AND SOUTHEAST, SET VERTICALLY IN THE NORTHEAST FACE OF A
 GX1903'LONG ROCK CUT, 16 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GX1903'HIGHWAY, 150 FEET SOUTHEAST OF THE NORTHWEST END OF THE ROCK,
 GX1903'AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0695 ***********************************************************************
 JW0695  DESIGNATION -  Q 18
 JW0695  PID         -  JW0695
 JW0695  STATE/COUNTY-  WV/MINERAL
 JW0695  USGS QUAD   -  WESTERNPORT (1981)
 JW0695
 JW0695                         *CURRENT SURVEY CONTROL
 JW0695  ___________________________________________________________________
 JW0695* NAD 83(1986)-  39 23 41.     (N)    079 00 44.     (W)     SCALED    
 JW0695* NAVD 88     -       278.602  (meters)     914.05   (feet)  ADJUSTED  
 JW0695  ___________________________________________________________________
 JW0695  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JW0695  DYNAMIC HT  -         278.431 (meters)     913.49  (feet)  COMP
 JW0695  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 JW0695
 JW0695  VERT ORDER  -  SECOND    CLASS 0
 JW0695
 JW0695.The horizontal coordinates were scaled from a topographic map and have
 JW0695.an estimated accuracy of +/- 6 seconds.
 JW0695
 JW0695.The orthometric height was determined by differential leveling
 JW0695.and adjusted by the National Geodetic Survey in June 1991..
 JW0695
 JW0695.The geoid height was determined by GEOID03.
 JW0695
 JW0695.The dynamic height is computed by dividing the NAVD 88
 JW0695.geopotential number by the normal gravity value computed on the
 JW0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0695.degrees latitude (g = 980.6199 gals.).
 JW0695
 JW0695.The modeled gravity was interpolated from observed gravity values.
 JW0695
 JW0695;                    North         East    Units  Estimated Accuracy
 JW0695;SPC WV N     -    99,440.      642,020.      MT  (+/- 180 meters Scaled)
 JW0695
 JW0695                          SUPERSEDED SURVEY CONTROL
 JW0695
 JW0695  NGVD 29 (??/??/92)  278.783  (m)          914.64   (f) ADJ UNCH    2 0
 JW0695
 JW0695.Superseded values are not recommended for survey control.
 JW0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0695.See file dsdata.txt to determine how the superseded data were derived.
 JW0695
 JW0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD711624(NAD 83)
 JW0695_MARKER: DB = BENCH MARK DISK
 JW0695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0695_SP_SET: BRIDGE
 JW0695_STAMPING: Q 18 1934
 JW0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0695
 JW0695  HISTORY     - Date     Condition        Report By
 JW0695  HISTORY     - 1934     MONUMENTED       CGS
 JW0695
 JW0695                          STATION DESCRIPTION
 JW0695
 JW0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0695'1.6 MI NE FROM NEWCREEK.
 JW0695'1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE SAWMILL AT
 JW0695'NEWCREEK, MINERAL COUNTY, ON THE BRIDGE OVER NEW CREEK, 4 YARDS
 JW0695'SOUTHWEST OF THE CENTERLINE OF A SIDE ROAD, 18 YARDS SOUTHEAST OF
 JW0695'THE CENTERLINE OF THE HIGHWAY, AND 3 FEET LOWER THAN THE HIGHWAY.
 JW0695'A STANDARD DISK, STAMPED Q 18 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2477 ***********************************************************************
 GX2477  DESIGNATION -  Q 180
 GX2477  PID         -  GX2477
 GX2477  STATE/COUNTY-  WV/WYOMING
 GX2477  USGS QUAD   -  MATHENY (1976)
 GX2477
 GX2477                         *CURRENT SURVEY CONTROL
 GX2477  ___________________________________________________________________
 GX2477* NAD 83(1986)-  37 41 40.     (N)    081 32 10.     (W)     SCALED    
 GX2477* NAVD 88     -       428.946  (meters)    1407.30   (feet)  ADJUSTED  
 GX2477  ___________________________________________________________________
 GX2477  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GX2477  DYNAMIC HT  -         428.601 (meters)    1406.17  (feet)  COMP
 GX2477  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 GX2477
 GX2477  VERT ORDER  -  SECOND    CLASS 0
 GX2477
 GX2477.The horizontal coordinates were scaled from a topographic map and have
 GX2477.an estimated accuracy of +/- 6 seconds.
 GX2477
 GX2477.The orthometric height was determined by differential leveling
 GX2477.and adjusted by the National Geodetic Survey in June 1991..
 GX2477
 GX2477.The geoid height was determined by GEOID03.
 GX2477
 GX2477.The dynamic height is computed by dividing the NAVD 88
 GX2477.geopotential number by the normal gravity value computed on the
 GX2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2477.degrees latitude (g = 980.6199 gals.).
 GX2477
 GX2477.The modeled gravity was interpolated from observed gravity values.
 GX2477
 GX2477;                    North         East    Units  Estimated Accuracy
 GX2477;SPC WV S     -    77,210.      552,720.      MT  (+/- 180 meters Scaled)
 GX2477
 GX2477                          SUPERSEDED SURVEY CONTROL
 GX2477
 GX2477  NGVD 29 (??/??/92)  429.110  (m)         1407.84   (f) ADJ UNCH    2 0
 GX2477
 GX2477.Superseded values are not recommended for survey control.
 GX2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2477.See file dsdata.txt to determine how the superseded data were derived.
 GX2477
 GX2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB527720(NAD 83)
 GX2477_MARKER: DB = BENCH MARK DISK
 GX2477_SETTING: 66 = SET IN ROCK OUTCROP
 GX2477_SP_SET: CUT
 GX2477_STAMPING: Q 180 1958
 GX2477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2477+STABILITY: POSITION/ELEVATION WELL
 GX2477
 GX2477  HISTORY     - Date     Condition        Report By
 GX2477  HISTORY     - 1958     MONUMENTED       CGS
 GX2477  HISTORY     - 20030202 GOOD             INDIV
 GX2477
 GX2477                          STATION DESCRIPTION
 GX2477
 GX2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2477'3.7 MI NE FROM JESSE.
 GX2477'ABOUT 3.7 MILES NORTHEAST ALONG GLEN DANIEL ROAD FROM THE
 GX2477'JUNCTION OF STATE HIGHWAY 10 AT JESSE, ALSO 3.00 MILES NORTHWEST
 GX2477'OF THE BRIDGE OVER LAUREL FORK CREEK AT GLEN MORRISON, ABOUT
 GX2477'110 YARDS SOUTHWEST OF AND ACROSS THE ROAD FROM THE SOUTHWEST
 GX2477'CORNER OF GLENFORK BAPTIST CHURCH, SET VERTICALLY IN THE EAST
 GX2477'FACE OF A ROCK CUT, 19 FEET WEST OF CENTER LINE OF ROAD, 57 FEET
 GX2477'SOUTH OF THE NORTH END OF THE CUT, AND ABOUT 5 FEET ABOVE THE
 GX2477'LEVEL OF THE ROAD.
 GX2477
 GX2477                          STATION RECOVERY (2003)
 GX2477
 GX2477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1222 ***********************************************************************
 GX1222  DESIGNATION -  Q 181
 GX1222  PID         -  GX1222
 GX1222  STATE/COUNTY-  WV/WYOMING
 GX1222  USGS QUAD   -  MC GRAWS (1976)
 GX1222
 GX1222                         *CURRENT SURVEY CONTROL
 GX1222  ___________________________________________________________________
 GX1222* NAD 83(1986)-  37 39 19.     (N)    081 25 24.     (W)     SCALED    
 GX1222* NAVD 88     -       599.416  (meters)    1966.58   (feet)  ADJUSTED  
 GX1222  ___________________________________________________________________
 GX1222  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX1222  DYNAMIC HT  -         598.937 (meters)    1965.01  (feet)  COMP
 GX1222  MODELED GRAV-     979,811.1   (mgal)                       NAVD 88
 GX1222
 GX1222  VERT ORDER  -  SECOND    CLASS 0
 GX1222
 GX1222.The horizontal coordinates were scaled from a topographic map and have
 GX1222.an estimated accuracy of +/- 6 seconds.
 GX1222
 GX1222.The orthometric height was determined by differential leveling
 GX1222.and adjusted by the National Geodetic Survey in June 1991..
 GX1222
 GX1222.The geoid height was determined by GEOID03.
 GX1222
 GX1222.The dynamic height is computed by dividing the NAVD 88
 GX1222.geopotential number by the normal gravity value computed on the
 GX1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1222.degrees latitude (g = 980.6199 gals.).
 GX1222
 GX1222.The modeled gravity was interpolated from observed gravity values.
 GX1222
 GX1222;                    North         East    Units  Estimated Accuracy
 GX1222;SPC WV S     -    72,810.      562,650.      MT  (+/- 180 meters Scaled)
 GX1222
 GX1222                          SUPERSEDED SURVEY CONTROL
 GX1222
 GX1222  NGVD 29 (??/??/92)  599.581  (m)         1967.13   (f) ADJ UNCH    2 0
 GX1222
 GX1222.Superseded values are not recommended for survey control.
 GX1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1222.See file dsdata.txt to determine how the superseded data were derived.
 GX1222
 GX1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB626676(NAD 83)
 GX1222_MARKER: DB = BENCH MARK DISK
 GX1222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1222_SP_SET: CULVERT
 GX1222_STAMPING: Q 181 1958
 GX1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1222
 GX1222  HISTORY     - Date     Condition        Report By
 GX1222  HISTORY     - 1958     MONUMENTED       CGS
 GX1222
 GX1222                          STATION DESCRIPTION
 GX1222
 GX1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1222'2.4 MI NW FROM MABEN.
 GX1222'ABOUT 2.4 MILES NORTHWEST ALONG A BLACK TOP ROAD TO MC GRAWS
 GX1222'FROM THE POST OFFICE AT MABEN, 0.7 MILE WEST OF THE VIRGINIAN
 GX1222'RAILWAY BRIDGE AND OVERPASS OVER THE ROAD, IN THE TOP OF THE
 GX1222'NORTHWEST END OF THE NORTHEAST HEAD WALL FOR A 5-FOOT CONCRETE
 GX1222'AND ROCK BOX CULVERT, 14 FEET NORTHEAST OF CENTER LINE OF ROAD,
 GX1222'7 FEET SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL, AND ABOUT
 GX1222'1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1348 ***********************************************************************
 GX1348  DESIGNATION -  Q 182
 GX1348  PID         -  GX1348
 GX1348  STATE/COUNTY-  WV/MCDOWELL
 GX1348  USGS QUAD   -  ANAWALT (1977)
 GX1348
 GX1348                         *CURRENT SURVEY CONTROL
 GX1348  ___________________________________________________________________
 GX1348* NAD 83(1986)-  37 18 08.     (N)    081 26 11.     (W)     SCALED    
 GX1348* NAVD 88     -       549.416  (meters)    1802.54   (feet)  ADJUSTED  
 GX1348  ___________________________________________________________________
 GX1348  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GX1348  DYNAMIC HT  -         548.939 (meters)    1800.98  (feet)  COMP
 GX1348  MODELED GRAV-     979,744.0   (mgal)                       NAVD 88
 GX1348
 GX1348  VERT ORDER  -  SECOND    CLASS 0
 GX1348
 GX1348.The horizontal coordinates were scaled from a topographic map and have
 GX1348.an estimated accuracy of +/- 6 seconds.
 GX1348
 GX1348.The orthometric height was determined by differential leveling
 GX1348.and adjusted by the National Geodetic Survey in June 1991..
 GX1348
 GX1348.The geoid height was determined by GEOID03.
 GX1348
 GX1348.The dynamic height is computed by dividing the NAVD 88
 GX1348.geopotential number by the normal gravity value computed on the
 GX1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1348.degrees latitude (g = 980.6199 gals.).
 GX1348
 GX1348.The modeled gravity was interpolated from observed gravity values.
 GX1348
 GX1348;                    North         East    Units  Estimated Accuracy
 GX1348;SPC WV S     -    33,640.      561,310.      MT  (+/- 180 meters Scaled)
 GX1348
 GX1348                          SUPERSEDED SURVEY CONTROL
 GX1348
 GX1348  NGVD 29 (??/??/92)  549.545  (m)         1802.97   (f) ADJ UNCH    2 0
 GX1348
 GX1348.Superseded values are not recommended for survey control.
 GX1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1348.See file dsdata.txt to determine how the superseded data were derived.
 GX1348
 GX1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB613284(NAD 83)
 GX1348_MARKER: DB = BENCH MARK DISK
 GX1348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1348_SP_SET: BRIDGE
 GX1348_STAMPING: Q 182 1958
 GX1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1348
 GX1348  HISTORY     - Date     Condition        Report By
 GX1348  HISTORY     - 1958     MONUMENTED       CGS
 GX1348
 GX1348                          STATION DESCRIPTION
 GX1348
 GX1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1348'0.4 MI N FROM JENKINJONES.
 GX1348'ABOUT 0.45 MILE NORTH ALONG A BLACK TOP ROAD LEADING TO ANAWALT
 GX1348'FROM THE ROAD FORK AT JENKINJONES, ABOUT 41 YARDS SOUTH OF THE
 GX1348'JUNCTION OF A GRADED ROAD LEADING NORTHWEST, ON THE OUTSIDE OF A
 GX1348'CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHEAST, AT THE NORTH
 GX1348'EDGE OF JENKINJONES, IN TOP OF THE NORTH END OF THE WEST GUARD
 GX1348'RAIL FOR A 20-FOOT CONCRETE BRIDGE OVER TUG FORK, 12 FEET WEST OF
 GX1348'THE CENTER LINE OF ROAD, 1 FOOT SOUTH OF THE NORTH END OF THE
 GX1348'GUARD RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1192 ***********************************************************************
 GX1192  DESIGNATION -  Q 183
 GX1192  PID         -  GX1192
 GX1192  STATE/COUNTY-  WV/RALEIGH
 GX1192  USGS QUAD   -  LESTER (1976)
 GX1192
 GX1192                         *CURRENT SURVEY CONTROL
 GX1192  ___________________________________________________________________
 GX1192* NAD 83(1986)-  37 40 27.     (N)    081 17 55.     (W)     SCALED    
 GX1192* NAVD 88     -       546.724  (meters)    1793.71   (feet)  ADJUSTED  
 GX1192  ___________________________________________________________________
 GX1192  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1192  DYNAMIC HT  -         546.276 (meters)    1792.24  (feet)  COMP
 GX1192  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 GX1192
 GX1192  VERT ORDER  -  SECOND    CLASS 0
 GX1192
 GX1192.The horizontal coordinates were scaled from a topographic map and have
 GX1192.an estimated accuracy of +/- 6 seconds.
 GX1192
 GX1192.The orthometric height was determined by differential leveling
 GX1192.and adjusted by the National Geodetic Survey in June 1991..
 GX1192
 GX1192.The geoid height was determined by GEOID03.
 GX1192
 GX1192.The dynamic height is computed by dividing the NAVD 88
 GX1192.geopotential number by the normal gravity value computed on the
 GX1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1192.degrees latitude (g = 980.6199 gals.).
 GX1192
 GX1192.The modeled gravity was interpolated from observed gravity values.
 GX1192
 GX1192;                    North         East    Units  Estimated Accuracy
 GX1192;SPC WV S     -    74,870.      573,660.      MT  (+/- 180 meters Scaled)
 GX1192
 GX1192                          SUPERSEDED SURVEY CONTROL
 GX1192
 GX1192  NGVD 29 (??/??/92)  546.880  (m)         1794.22   (f) ADJ UNCH    2 0
 GX1192
 GX1192.Superseded values are not recommended for survey control.
 GX1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1192.See file dsdata.txt to determine how the superseded data were derived.
 GX1192
 GX1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB736697(NAD 83)
 GX1192_MARKER: DB = BENCH MARK DISK
 GX1192_SETTING: 66 = SET IN ROCK OUTCROP
 GX1192_SP_SET: ROCK
 GX1192_STAMPING: Q 183 1958
 GX1192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1192+STABILITY: POSITION/ELEVATION WELL
 GX1192
 GX1192  HISTORY     - Date     Condition        Report By
 GX1192  HISTORY     - 1958     MONUMENTED       CGS
 GX1192  HISTORY     - 1960     GOOD             NGS
 GX1192
 GX1192                          STATION DESCRIPTION
 GX1192
 GX1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1192'0.9 MI NE FROM TAMS.
 GX1192'ABOUT 0.9 MILE NORTHEAST ALONG THE VIRGINIAN RAILWAY FROM THE
 GX1192'STATION AT TAMS, ABOUT 0.95 MILE SOUTHWEST OF BRIDGE OVER OLD
 GX1192'SHOP BRANCH AT STOTESBURY, SET VERTICALLY IN FACE OF A ROCK
 GX1192'CUT, ABOUT 0.15 MILE NORTHEAST OF SLAB FORK COAL COMPANY OFFICE,
 GX1192'12 FEET NORTH OF NORTH RAIL, 150 FEET EAST OF A SWITCH STAND
 GX1192'AT EAST END OF A SIDING, AND ABOUT 1 1/2 FEET ABOVE LEVEL OF
 GX1192'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2038 ***********************************************************************
 GX2038  DESIGNATION -  Q 184
 GX2038  PID         -  GX2038
 GX2038  STATE/COUNTY-  WV/MCDOWELL
 GX2038  USGS QUAD   -  GARY (1977)
 GX2038
 GX2038                         *CURRENT SURVEY CONTROL
 GX2038  ___________________________________________________________________
 GX2038* NAD 83(1986)-  37 21 07.     (N)    081 32 41.     (W)     SCALED    
 GX2038* NAVD 88     -       460.149  (meters)    1509.67   (feet)  ADJUSTED  
 GX2038  ___________________________________________________________________
 GX2038  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX2038  DYNAMIC HT  -         459.762 (meters)    1508.40  (feet)  COMP
 GX2038  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 GX2038
 GX2038  VERT ORDER  -  SECOND    CLASS 0
 GX2038
 GX2038.The horizontal coordinates were scaled from a topographic map and have
 GX2038.an estimated accuracy of +/- 6 seconds.
 GX2038
 GX2038.The orthometric height was determined by differential leveling
 GX2038.and adjusted by the National Geodetic Survey in June 1991..
 GX2038
 GX2038.The geoid height was determined by GEOID03.
 GX2038
 GX2038.The dynamic height is computed by dividing the NAVD 88
 GX2038.geopotential number by the normal gravity value computed on the
 GX2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2038.degrees latitude (g = 980.6199 gals.).
 GX2038
 GX2038.The modeled gravity was interpolated from observed gravity values.
 GX2038
 GX2038;                    North         East    Units  Estimated Accuracy
 GX2038;SPC WV S     -    39,200.      551,740.      MT  (+/- 180 meters Scaled)
 GX2038
 GX2038                          SUPERSEDED SURVEY CONTROL
 GX2038
 GX2038  NGVD 29 (??/??/92)  460.302  (m)         1510.17   (f) ADJ UNCH    2 0
 GX2038
 GX2038.Superseded values are not recommended for survey control.
 GX2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2038.See file dsdata.txt to determine how the superseded data were derived.
 GX2038
 GX2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB517340(NAD 83)
 GX2038_MARKER: DB = BENCH MARK DISK
 GX2038_SETTING: 66 = SET IN ROCK OUTCROP
 GX2038_SP_SET: LEDGE
 GX2038_STAMPING: Q 184 1958
 GX2038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2038+STABILITY: POSITION/ELEVATION WELL
 GX2038
 GX2038  HISTORY     - Date     Condition        Report By
 GX2038  HISTORY     - 1958     MONUMENTED       CGS
 GX2038
 GX2038                          STATION DESCRIPTION
 GX2038
 GX2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2038'1.2 MI N FROM ELBERT.
 GX2038'1.2 MILES NORTH ALONG A BLACK TOP ROAD LEADING TO GARY FROM THE
 GX2038'POST OFFICE AT ELBERT, ALSO ABOUT 1.3 MILES SOUTH ALONG A
 GX2038'BLACK TOP ROAD LEADING TO ELBERT FROM THE JUNCTION OF STATE
 GX2038'HIGHWAY 85 AT GARY, ON THE NORTH SLOPE OF A SHORT HILL, IN
 GX2038'TOP OF THE WEST EDGE OF A ROCK 14-FEET LONG AND 2 1/2-FEET
 GX2038'HIGH AT THE BASE OF A ROCK CUT, 17 1/2 FEET EAST OF THE CENTER
 GX2038'LINE OF THE ROAD, 6 FEET NORTH OF THE SOUTH END OF THE ROCK,
 GX2038'4 FEET SOUTHWEST AND BELOW A 12-INCH TRIANGLE CUT CHISELED
 GX2038'IN THE FACE OF CUT, AND ABOUT 3 FEET ABOVE THE LEEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2252 ***********************************************************************
 HX2252  DESIGNATION -  Q 185
 HX2252  PID         -  HX2252
 HX2252  STATE/COUNTY-  WV/BOONE
 HX2252  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2252
 HX2252                         *CURRENT SURVEY CONTROL
 HX2252  ___________________________________________________________________
 HX2252* NAD 83(1986)-  38 05 36.     (N)    081 38 22.     (W)     SCALED    
 HX2252* NAVD 88     -       218.241  (meters)     716.01   (feet)  ADJUSTED  
 HX2252  ___________________________________________________________________
 HX2252  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HX2252  DYNAMIC HT  -         218.081 (meters)     715.49  (feet)  COMP
 HX2252  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 HX2252
 HX2252  VERT ORDER  -  SECOND    CLASS 0
 HX2252
 HX2252.The horizontal coordinates were scaled from a topographic map and have
 HX2252.an estimated accuracy of +/- 6 seconds.
 HX2252
 HX2252.The orthometric height was determined by differential leveling
 HX2252.and adjusted by the National Geodetic Survey in June 1991..
 HX2252
 HX2252.The geoid height was determined by GEOID03.
 HX2252
 HX2252.The dynamic height is computed by dividing the NAVD 88
 HX2252.geopotential number by the normal gravity value computed on the
 HX2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2252.degrees latitude (g = 980.6199 gals.).
 HX2252
 HX2252.The modeled gravity was interpolated from observed gravity values.
 HX2252
 HX2252;                    North         East    Units  Estimated Accuracy
 HX2252;SPC WV S     -   121,540.      543,910.      MT  (+/- 180 meters Scaled)
 HX2252
 HX2252                          SUPERSEDED SURVEY CONTROL
 HX2252
 HX2252  NGVD 29 (??/??/92)  218.441  (m)          716.67   (f) ADJ UNCH    2 0
 HX2252
 HX2252.Superseded values are not recommended for survey control.
 HX2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2252.See file dsdata.txt to determine how the superseded data were derived.
 HX2252
 HX2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC439163(NAD 83)
 HX2252_MARKER: DB = BENCH MARK DISK
 HX2252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2252_SP_SET: BRIDGE
 HX2252_STAMPING: Q 185 1958
 HX2252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2252
 HX2252  HISTORY     - Date     Condition        Report By
 HX2252  HISTORY     - 1958     MONUMENTED       CGS
 HX2252
 HX2252                          STATION DESCRIPTION
 HX2252
 HX2252'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2252'1.4 MI SW FROM SETH.
 HX2252'ABOUT 1.4 MILES SOUTHWEST ALONG A BLACK TOP ROAD TO HOPKINS
 HX2252'FORK FROM THE CHESAPEAKE AND OHIO RAILWAY OVERPASS AT SETH,
 HX2252'11 FEET WEST OF THE CENTER LINE OF ROAD, 0.05 MILE SOUTHWEST
 HX2252'OF THE CONFLUENCE OF SANDLICK CREEK AND LAUREL CREEK, IN TOP OF
 HX2252'THE SOUTHWEST WING WALL OF A NARROW 50-FOOT CONCRETE AND STEEL
 HX2252'BRIDGE OVER SANDLICK CREEK, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2261 ***********************************************************************
 HX2261  DESIGNATION -  Q 186
 HX2261  PID         -  HX2261
 HX2261  STATE/COUNTY-  WV/BOONE
 HX2261  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2261
 HX2261                         *CURRENT SURVEY CONTROL
 HX2261  ___________________________________________________________________
 HX2261* NAD 83(1986)-  38 01 43.     (N)    081 40 16.     (W)     SCALED    
 HX2261* NAVD 88     -       497.635  (meters)    1632.66   (feet)  ADJUSTED  
 HX2261  ___________________________________________________________________
 HX2261  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 HX2261  DYNAMIC HT  -         497.255 (meters)    1631.41  (feet)  COMP
 HX2261  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 HX2261
 HX2261  VERT ORDER  -  SECOND    CLASS 0
 HX2261
 HX2261.The horizontal coordinates were scaled from a topographic map and have
 HX2261.an estimated accuracy of +/- 6 seconds.
 HX2261
 HX2261.The orthometric height was determined by differential leveling
 HX2261.and adjusted by the National Geodetic Survey in June 1991..
 HX2261
 HX2261.The geoid height was determined by GEOID03.
 HX2261
 HX2261.The dynamic height is computed by dividing the NAVD 88
 HX2261.geopotential number by the normal gravity value computed on the
 HX2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2261.degrees latitude (g = 980.6199 gals.).
 HX2261
 HX2261.The modeled gravity was interpolated from observed gravity values.
 HX2261
 HX2261;                    North         East    Units  Estimated Accuracy
 HX2261;SPC WV S     -   114,380.      541,080.      MT  (+/- 180 meters Scaled)
 HX2261
 HX2261                          SUPERSEDED SURVEY CONTROL
 HX2261
 HX2261  NGVD 29 (??/??/92)  497.826  (m)         1633.28   (f) ADJ UNCH    2 0
 HX2261
 HX2261.Superseded values are not recommended for survey control.
 HX2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2261.See file dsdata.txt to determine how the superseded data were derived.
 HX2261
 HX2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC411092(NAD 83)
 HX2261_MARKER: DB = BENCH MARK DISK
 HX2261_SETTING: 66 = SET IN ROCK OUTCROP
 HX2261_SP_SET: ROCK CUT
 HX2261_STAMPING: Q 186 1958
 HX2261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2261+STABILITY: POSITION/ELEVATION WELL
 HX2261
 HX2261  HISTORY     - Date     Condition        Report By
 HX2261  HISTORY     - 1958     MONUMENTED       CGS
 HX2261
 HX2261                          STATION DESCRIPTION
 HX2261
 HX2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2261'6.2 MI NE FROM VAN.
 HX2261'ABOUT 0.95 MILE EAST AND NORTH ALONG STATE HIGHWAY 78 FROM THE
 HX2261'JUNCTION OF STATE HIGHWAY 79 AT VAN, THENCE 5.2 MILES
 HX2261'NORTHEAST ALONG A BLACK TOP ROAD ALONG WHITES BRANCH TO WILLIAMS,
 HX2261'0.1 MILE WEST AND DOWNHILL FROM THE INTERSECTION OF A SMALL
 HX2261'ROAD NORTH-SOUTH, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 HX2261'6-FOOT HIGH LAYER OF SOFT SANDSTONE IN A 10-FOOT HIGH CUT, 3 1/2
 HX2261'FEET ABOVE THE GROUND, 17 1/2 FEET NORTHWEST OF THE CENTER LINE
 HX2261'OF THE ROAD, 74 YARDS SOUTHWEST OF AND BELOW THE NORTHWEST END
 HX2261'OF A 20-INCH PIPE CULVERT AT OUTSIDE OF SHARP TURN, AND ABOUT
 HX2261'2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2322 ***********************************************************************
 GX2322  DESIGNATION -  Q 187
 GX2322  PID         -  GX2322
 GX2322  STATE/COUNTY-  WV/BOONE
 GX2322  USGS QUAD   -  WHITESVILLE (1988)
 GX2322
 GX2322                         *CURRENT SURVEY CONTROL
 GX2322  ___________________________________________________________________
 GX2322* NAD 83(1986)-  37 58 43.     (N)    081 33 16.     (W)     SCALED    
 GX2322* NAVD 88     -       293.718  (meters)     963.64   (feet)  ADJUSTED  
 GX2322  ___________________________________________________________________
 GX2322  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GX2322  DYNAMIC HT  -         293.501 (meters)     962.93  (feet)  COMP
 GX2322  MODELED GRAV-     979,883.3   (mgal)                       NAVD 88
 GX2322
 GX2322  VERT ORDER  -  SECOND    CLASS 0
 GX2322
 GX2322.The horizontal coordinates were scaled from a topographic map and have
 GX2322.an estimated accuracy of +/- 6 seconds.
 GX2322
 GX2322.The orthometric height was determined by differential leveling
 GX2322.and adjusted by the National Geodetic Survey in June 1991..
 GX2322
 GX2322.The geoid height was determined by GEOID03.
 GX2322
 GX2322.The dynamic height is computed by dividing the NAVD 88
 GX2322.geopotential number by the normal gravity value computed on the
 GX2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2322.degrees latitude (g = 980.6199 gals.).
 GX2322
 GX2322.The modeled gravity was interpolated from observed gravity values.
 GX2322
 GX2322;                    North         East    Units  Estimated Accuracy
 GX2322;SPC WV S     -   108,760.      551,290.      MT  (+/- 180 meters Scaled)
 GX2322
 GX2322                          SUPERSEDED SURVEY CONTROL
 GX2322
 GX2322  NGVD 29 (??/??/92)  293.915  (m)          964.29   (f) ADJ UNCH    2 0
 GX2322
 GX2322.Superseded values are not recommended for survey control.
 GX2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2322.See file dsdata.txt to determine how the superseded data were derived.
 GX2322
 GX2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC513035(NAD 83)
 GX2322_MARKER: DB = BENCH MARK DISK
 GX2322_SETTING: 66 = SET IN ROCK OUTCROP
 GX2322_SP_SET: ROCK LEDGE
 GX2322_STAMPING: Q 187 1958
 GX2322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2322+STABILITY: POSITION/ELEVATION WELL
 GX2322
 GX2322  HISTORY     - Date     Condition        Report By
 GX2322  HISTORY     - 1958     MONUMENTED       CGS
 GX2322
 GX2322                          STATION DESCRIPTION
 GX2322
 GX2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2322'1.4 MI SW FROM WHITESVILLE.
 GX2322'ABOUT 1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GX2322'JUNCTION OF STATE HIGHWAY 3 AT WHITESVILLE, 0.65 MILE WEST OF
 GX2322'A SMALL CONCRETE BRIDGE OVER A CREEK BRANCH SOUTH, 155 FEET NORTH
 GX2322'ALONG A DRIVE ACROSS ELK RUN AND THE CHESAPEAKE AND OHIO RAILWAY
 GX2322'TRACK, SET VERTICALLY IN THE SOUTH FACE OF A 2 1/2-FOOT HIGH
 GX2322'ROCK LAYER NEAR BOTTOM OF HILLSIDE, 4 FEET ABOVE A DITCH, 155
 GX2322'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 84 1/2 FEET NORTH
 GX2322'OF THE CENTER OF THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY
 GX2322'AND A DRIVE ACROSS ELK RUN, 82 FEET NORTH OF THE NORTH RAIL
 GX2322'OF C. AND O. RAILWAY TRACK, 113 1/2 FEET NORTH OF THE CENTER
 GX2322'OF THE EAST END OF THE NORTH PIPE OF A DOUBLE 60-INCH PIPE
 GX2322'CULVERT FOR ELK RUN UNDER THE DRIVE NORTH, 89 FEET EAST OF THE
 GX2322'SOUTHEAST CORNER OF A HOUSE AND ABOUT 2 FEET NORTH OF BEING
 GX2322'IN LINE WITH THE SOUTH FACE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 GX2322'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2130 ***********************************************************************
 GX2130  DESIGNATION -  Q 188
 GX2130  PID         -  GX2130
 GX2130  STATE/COUNTY-  WV/BOONE
 GX2130  USGS QUAD   -  LORADO (1989)
 GX2130
 GX2130                         *CURRENT SURVEY CONTROL
 GX2130  ___________________________________________________________________
 GX2130* NAD 83(1986)-  37 49 54.     (N)    081 37 51.     (W)     SCALED    
 GX2130* NAVD 88     -       373.594  (meters)    1225.70   (feet)  ADJUSTED  
 GX2130  ___________________________________________________________________
 GX2130  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GX2130  DYNAMIC HT  -         373.308 (meters)    1224.76  (feet)  COMP
 GX2130  MODELED GRAV-     979,852.6   (mgal)                       NAVD 88
 GX2130
 GX2130  VERT ORDER  -  SECOND    CLASS 0
 GX2130
 GX2130.The horizontal coordinates were scaled from a topographic map and have
 GX2130.an estimated accuracy of +/- 6 seconds.
 GX2130
 GX2130.The orthometric height was determined by differential leveling
 GX2130.and adjusted by the National Geodetic Survey in June 1991..
 GX2130
 GX2130.The geoid height was determined by GEOID03.
 GX2130
 GX2130.The dynamic height is computed by dividing the NAVD 88
 GX2130.geopotential number by the normal gravity value computed on the
 GX2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2130.degrees latitude (g = 980.6199 gals.).
 GX2130
 GX2130.The modeled gravity was interpolated from observed gravity values.
 GX2130
 GX2130;                    North         East    Units  Estimated Accuracy
 GX2130;SPC WV S     -    92,490.      544,470.      MT  (+/- 180 meters Scaled)
 GX2130
 GX2130                          SUPERSEDED SURVEY CONTROL
 GX2130
 GX2130  NGVD 29 (??/??/92)  373.774  (m)         1226.29   (f) ADJ UNCH    2 0
 GX2130
 GX2130.Superseded values are not recommended for survey control.
 GX2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2130.See file dsdata.txt to determine how the superseded data were derived.
 GX2130
 GX2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB444873(NAD 83)
 GX2130_MARKER: DB = BENCH MARK DISK
 GX2130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2130_SP_SET: BRIDGE
 GX2130_STAMPING: Q 188 1958
 GX2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2130
 GX2130  HISTORY     - Date     Condition        Report By
 GX2130  HISTORY     - 1958     MONUMENTED       CGS
 GX2130
 GX2130                          STATION DESCRIPTION
 GX2130
 GX2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2130'3 MI SE FROM BLAD KNOB.
 GX2130'ABOUT 3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE BRIDGE
 GX2130'OVER JAMES BRANCH AT BALD KNOB, IN TOP OF THE NORTHEAST END OF THE
 GX2130'SOUTHEAST ABUTMENT OF 120-FOOT CONCRETE BRIDGE OVER POND FORK,
 GX2130'15 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 3 FEET EAST OF THE
 GX2130'SOUTHEAST END OF CONCRETE BANISTER, AND ABOUT 1/2 FOOT ABOVE THE
 GX2130'LEVEL OF THE HIGHWAY.  ALSO 1.1 MILES SOUTHEAST OF HIGHWAY
 GX2130'BRIDGE OVER ROCKLICK BRANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2379 ***********************************************************************
 GX2379  DESIGNATION -  Q 189
 GX2379  PID         -  GX2379
 GX2379  STATE/COUNTY-  WV/BOONE
 GX2379  USGS QUAD   -  PILOT KNOB (1989)
 GX2379
 GX2379                         *CURRENT SURVEY CONTROL
 GX2379  ___________________________________________________________________
 GX2379* NAD 83(1986)-  37 48 06.     (N)    081 37 06.     (W)     SCALED    
 GX2379* NAVD 88     -       698.285  (meters)    2290.96   (feet)  ADJUSTED  
 GX2379  ___________________________________________________________________
 GX2379  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX2379  DYNAMIC HT  -         697.751 (meters)    2289.20  (feet)  COMP
 GX2379  MODELED GRAV-     979,840.1   (mgal)                       NAVD 88
 GX2379
 GX2379  VERT ORDER  -  SECOND    CLASS 0
 GX2379
 GX2379.The horizontal coordinates were scaled from a topographic map and have
 GX2379.an estimated accuracy of +/- 6 seconds.
 GX2379
 GX2379.The orthometric height was determined by differential leveling
 GX2379.and adjusted by the National Geodetic Survey in June 1991..
 GX2379
 GX2379.The geoid height was determined by GEOID03.
 GX2379
 GX2379.The dynamic height is computed by dividing the NAVD 88
 GX2379.geopotential number by the normal gravity value computed on the
 GX2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2379.degrees latitude (g = 980.6199 gals.).
 GX2379
 GX2379.The modeled gravity was interpolated from observed gravity values.
 GX2379
 GX2379;                    North         East    Units  Estimated Accuracy
 GX2379;SPC WV S     -    89,160.      545,550.      MT  (+/- 180 meters Scaled)
 GX2379
 GX2379                          SUPERSEDED SURVEY CONTROL
 GX2379
 GX2379  NGVD 29 (??/??/92)  698.466  (m)         2291.55   (f) ADJ UNCH    2 0
 GX2379
 GX2379.Superseded values are not recommended for survey control.
 GX2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2379.See file dsdata.txt to determine how the superseded data were derived.
 GX2379
 GX2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB455839(NAD 83)
 GX2379_MARKER: DB = BENCH MARK DISK
 GX2379_SETTING: 66 = SET IN ROCK OUTCROP
 GX2379_SP_SET: SET IN ROCK OUTCROP
 GX2379_STAMPING: Q 189 1958
 GX2379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2379+STABILITY: POSITION/ELEVATION WELL
 GX2379
 GX2379  HISTORY     - Date     Condition        Report By
 GX2379  HISTORY     - 1958     MONUMENTED       CGS
 GX2379  HISTORY     - 1968     MARK NOT FOUND   USGS
 GX2379
 GX2379                          STATION DESCRIPTION
 GX2379
 GX2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2379'1.1 MI SW FROM ECHART.
 GX2379'ABOUT 1.1 MILES SOUTHWEST ALONG A FOOT PATH LEADING ACROSS THE
 GX2379'MOUNTAIN TO SAUNDERS FROM THE JUNCTION OF STATE HIGHWAY 79 AT
 GX2379'ECHART, 0.1 MILE EAST OF THE SUMMIT OF GAP AND CROSSING OF PATH
 GX2379'AND RIDGE, 25 YARDS EAST OF ZIG - ZAG IN TRAIL, IN TOP OF A
 GX2379'4-BY 2-BY 1-FOOT-HIGH BURIED ROCK IN ROCK COVERED AREA, 10 YARDS
 GX2379'SOUTH AND ABOVE A 4-BY 3-BY 2-FOOT-HIGH ROCK ON TOP OF GROUND,
 GX2379'AND MARKED BY THE CHISELED LETTERS B M AND AN ARROW IN NORTH
 GX2379'FACE OF ROCK.
 GX2379
 GX2379                          STATION RECOVERY (1968)
 GX2379
 GX2379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GX2379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0581 ***********************************************************************
 HX0581  DESIGNATION -  Q 19
 HX0581  PID         -  HX0581
 HX0581  STATE/COUNTY-  WV/POCAHONTAS
 HX0581  USGS QUAD   -  MARLINTON (1995)
 HX0581
 HX0581                         *CURRENT SURVEY CONTROL
 HX0581  ___________________________________________________________________
 HX0581* NAD 83(1986)-  38 11 01.     (N)    080 00 27.     (W)     SCALED    
 HX0581* NAVD 88     -       689.489  (meters)    2262.10   (feet)  ADJUSTED  
 HX0581  ___________________________________________________________________
 HX0581  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX0581  DYNAMIC HT  -         688.927 (meters)    2260.25  (feet)  COMP
 HX0581  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 HX0581
 HX0581  VERT ORDER  -  SECOND    CLASS 0
 HX0581
 HX0581.The horizontal coordinates were scaled from a topographic map and have
 HX0581.an estimated accuracy of +/- 6 seconds.
 HX0581
 HX0581.The orthometric height was determined by differential leveling
 HX0581.and adjusted by the National Geodetic Survey in June 1991..
 HX0581
 HX0581.The geoid height was determined by GEOID03.
 HX0581
 HX0581.The dynamic height is computed by dividing the NAVD 88
 HX0581.geopotential number by the normal gravity value computed on the
 HX0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0581.degrees latitude (g = 980.6199 gals.).
 HX0581
 HX0581.The modeled gravity was interpolated from observed gravity values.
 HX0581
 HX0581;                    North         East    Units  Estimated Accuracy
 HX0581;SPC WV S     -   131,830.      686,950.      MT  (+/- 180 meters Scaled)
 HX0581
 HX0581                          SUPERSEDED SURVEY CONTROL
 HX0581
 HX0581  NGVD 29 (??/??/92)  689.565  (m)         2262.35   (f) ADJ UNCH    2 0
 HX0581
 HX0581.Superseded values are not recommended for survey control.
 HX0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0581.See file dsdata.txt to determine how the superseded data were derived.
 HX0581
 HX0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC869266(NAD 83)
 HX0581_MARKER: DB = BENCH MARK DISK
 HX0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0581_STAMPING: Q 19 1934
 HX0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0581+STABILITY: SURFACE MOTION
 HX0581
 HX0581  HISTORY     - Date     Condition        Report By
 HX0581  HISTORY     - 1934     MONUMENTED       CGS
 HX0581
 HX0581                          STATION DESCRIPTION
 HX0581
 HX0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HX0581'0.6 MI E FROM HUNTERSVILLE.
 HX0581'0.6 MILE EAST ALONG STATE HIGHWAY 28 FROM HUNTERSVILLE, POCAHONTAS
 HX0581'COUNTY, 320 YARDS WEST OF THE WEST END OF THE STEEL BRIDGE OVER
 HX0581'KNAPPS CREEK, 26 YARDS WEST OF A CONCRETE CULVERT, 23 FEET
 HX0581'NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A WIRE
 HX0581'FENCE, 11 FEET EAST OF THE EAST END OF THE GATE TO A CORNFIELD,
 HX0581'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 HX0581'Q 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2367 ***********************************************************************
 GX2367  DESIGNATION -  Q 190
 GX2367  PID         -  GX2367
 GX2367  STATE/COUNTY-  WV/LOGAN
 GX2367  USGS QUAD   -  LORADO (1989)
 GX2367
 GX2367                         *CURRENT SURVEY CONTROL
 GX2367  ___________________________________________________________________
 GX2367* NAD 83(1986)-  37 47 57.     (N)    081 44 03.     (W)     SCALED    
 GX2367* NAVD 88     -       348.406  (meters)    1143.06   (feet)  ADJUSTED  
 GX2367  ___________________________________________________________________
 GX2367  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX2367  DYNAMIC HT  -         348.142 (meters)    1142.20  (feet)  COMP
 GX2367  MODELED GRAV-     979,862.6   (mgal)                       NAVD 88
 GX2367
 GX2367  VERT ORDER  -  SECOND    CLASS 0
 GX2367
 GX2367.The horizontal coordinates were scaled from a topographic map and have
 GX2367.an estimated accuracy of +/- 6 seconds.
 GX2367
 GX2367.The orthometric height was determined by differential leveling
 GX2367.and adjusted by the National Geodetic Survey in June 1991..
 GX2367
 GX2367.The geoid height was determined by GEOID03.
 GX2367
 GX2367.The dynamic height is computed by dividing the NAVD 88
 GX2367.geopotential number by the normal gravity value computed on the
 GX2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2367.degrees latitude (g = 980.6199 gals.).
 GX2367
 GX2367.The modeled gravity was interpolated from observed gravity values.
 GX2367
 GX2367;                    North         East    Units  Estimated Accuracy
 GX2367;SPC WV S     -    88,950.      535,350.      MT  (+/- 180 meters Scaled)
 GX2367
 GX2367                          SUPERSEDED SURVEY CONTROL
 GX2367
 GX2367  NGVD 29 (??/??/92)  348.598  (m)         1143.69   (f) ADJ UNCH    2 0
 GX2367
 GX2367.Superseded values are not recommended for survey control.
 GX2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2367.See file dsdata.txt to determine how the superseded data were derived.
 GX2367
 GX2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB353837(NAD 83)
 GX2367_MARKER: DB = BENCH MARK DISK
 GX2367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2367_SP_SET: BRIDGE
 GX2367_STAMPING: Q 190 1958
 GX2367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2367
 GX2367  HISTORY     - Date     Condition        Report By
 GX2367  HISTORY     - 1958     MONUMENTED       CGS
 GX2367
 GX2367                          STATION DESCRIPTION
 GX2367
 GX2367'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2367'4.4 MI W FROM SAUNDERS.
 GX2367'ABOUT 4.45 MILES WEST ALONG A ROAD TO AMHERSTDALE FROM THE NEW
 GX2367'ZION FREEWILL BAPTIST CHURCH AT SAUNDERS, ALSO ABOUT 5.6 MILES
 GX2367'EAST ALONG A BLACK TOP ROAD TO SAUNDERS FROM THE BANK BUILDING
 GX2367'AT AMHERSTDALE, AT CRANECO, 0.1 MILE NORTHEAST OF CHESAPEAKE AND
 GX2367'OHIO RAILWAY STATION SIGN CRANECO, 64 FEET NORTHEAST OF AND ACROSS
 GX2367'BUFFALO CREEK FROM THE CENTER LINE OF THE BLACK TOP ROAD, IN TOP
 GX2367'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE AND STONE ABUTMENT
 GX2367'FOR BRIDGE ACROSS BUFFALO CREEK FOR A ROAD LEADING INTO ELSIE
 GX2367'HOLLOW, 10 FEET NORTHWEST OF THE CENTER LINE OF THE BRIDGE FLOOR,
 GX2367'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1909 ***********************************************************************
 GX1909  DESIGNATION -  Q 191
 GX1909  PID         -  GX1909
 GX1909  STATE/COUNTY-  WV/MCDOWELL
 GX1909  USGS QUAD   -  BRADSHAW (1977)
 GX1909
 GX1909                         *CURRENT SURVEY CONTROL
 GX1909  ___________________________________________________________________
 GX1909* NAD 83(1986)-  37 19 27.     (N)    081 49 19.     (W)     SCALED    
 GX1909* NAVD 88     -       407.978  (meters)    1338.51   (feet)  ADJUSTED  
 GX1909  ___________________________________________________________________
 GX1909  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1909  DYNAMIC HT  -         407.642 (meters)    1337.41  (feet)  COMP
 GX1909  MODELED GRAV-     979,794.8   (mgal)                       NAVD 88
 GX1909
 GX1909  VERT ORDER  -  SECOND    CLASS 0
 GX1909
 GX1909.The horizontal coordinates were scaled from a topographic map and have
 GX1909.an estimated accuracy of +/- 6 seconds.
 GX1909
 GX1909.The orthometric height was determined by differential leveling
 GX1909.and adjusted by the National Geodetic Survey in June 1991..
 GX1909
 GX1909.The geoid height was determined by GEOID03.
 GX1909
 GX1909.The dynamic height is computed by dividing the NAVD 88
 GX1909.geopotential number by the normal gravity value computed on the
 GX1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1909.degrees latitude (g = 980.6199 gals.).
 GX1909
 GX1909.The modeled gravity was interpolated from observed gravity values.
 GX1909
 GX1909;                    North         East    Units  Estimated Accuracy
 GX1909;SPC WV S     -    36,300.      527,150.      MT  (+/- 180 meters Scaled)
 GX1909
 GX1909                          SUPERSEDED SURVEY CONTROL
 GX1909
 GX1909  NGVD 29 (??/??/92)  408.153  (m)         1339.08   (f) ADJ UNCH    2 0
 GX1909
 GX1909.Superseded values are not recommended for survey control.
 GX1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1909.See file dsdata.txt to determine how the superseded data were derived.
 GX1909
 GX1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB271311(NAD 83)
 GX1909_MARKER: DB = BENCH MARK DISK
 GX1909_SETTING: 66 = SET IN ROCK OUTCROP
 GX1909_SP_SET: SET IN ROCK OUTCROP
 GX1909_STAMPING: Q 191 1958
 GX1909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1909+STABILITY: POSITION/ELEVATION WELL
 GX1909
 GX1909  HISTORY     - Date     Condition        Report By
 GX1909  HISTORY     - 1958     MONUMENTED       CGS
 GX1909
 GX1909                          STATION DESCRIPTION
 GX1909
 GX1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1909'2.6 MI SW FROM BRADSHAW.
 GX1909'2.55 MILES SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 GX1909'STATE HIGHWAY 80 AT BRADSHAW, ABOUT 0.1 MILE NORTHWEST OF THE
 GX1909'JUNCTION OF A GRAVEL ROAD LEADING SOUTHEAST ALONG MIDDLE FORK,
 GX1909'SET VERTICALLY IN THE SOUTHWEST FACE OF A 3 1/2-FOOT ROCK CLIFF,
 GX1909'21 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, ACROSS HIGHWAY FROM
 GX1909'A GREEN ASBESTOS SIDING HOUSE AND ABOUT 2 FEET EAST OF THE
 GX1909'EXTENDED WEST FACE OF HOUSE, ABOUT 30 YARDS EAST OF CENTER OF
 GX1909'JUNCTION OF DRIVE NORTHWEST AND UPHILL TO HOUSE, AND ABOUT 1 1/2
 GX1909'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0726 ***********************************************************************
 GX0726  DESIGNATION -  Q 192
 GX0726  PID         -  GX0726
 GX0726  STATE/COUNTY-  WV/SUMMERS
 GX0726  USGS QUAD   -  HINTON (1976)
 GX0726
 GX0726                         *CURRENT SURVEY CONTROL
 GX0726  ___________________________________________________________________
 GX0726* NAD 83(1986)-  37 40 05.     (N)    080 53 30.     (W)     SCALED    
 GX0726* NAVD 88     -       421.089  (meters)    1381.52   (feet)  ADJUSTED  
 GX0726  ___________________________________________________________________
 GX0726  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0726  DYNAMIC HT  -         420.746 (meters)    1380.40  (feet)  COMP
 GX0726  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 GX0726
 GX0726  VERT ORDER  -  FIRST     CLASS II
 GX0726
 GX0726.The horizontal coordinates were scaled from a topographic map and have
 GX0726.an estimated accuracy of +/- 6 seconds.
 GX0726
 GX0726.The orthometric height was determined by differential leveling
 GX0726.and adjusted by the National Geodetic Survey in June 1991..
 GX0726
 GX0726.The geoid height was determined by GEOID03.
 GX0726
 GX0726.The dynamic height is computed by dividing the NAVD 88
 GX0726.geopotential number by the normal gravity value computed on the
 GX0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0726.degrees latitude (g = 980.6199 gals.).
 GX0726
 GX0726.The modeled gravity was interpolated from observed gravity values.
 GX0726
 GX0726;                    North         East    Units  Estimated Accuracy
 GX0726;SPC WV S     -    74,150.      609,560.      MT  (+/- 180 meters Scaled)
 GX0726
 GX0726                          SUPERSEDED SURVEY CONTROL
 GX0726
 GX0726  NGVD 29 (??/??/92)  421.260  (m)         1382.08   (f) ADJ UNCH    1 2
 GX0726
 GX0726.Superseded values are not recommended for survey control.
 GX0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0726.See file dsdata.txt to determine how the superseded data were derived.
 GX0726
 GX0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB095689(NAD 83)
 GX0726_MARKER: DB = BENCH MARK DISK
 GX0726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0726_SP_SET: PIER
 GX0726_STAMPING: Q 192 1958
 GX0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0726
 GX0726  HISTORY     - Date     Condition        Report By
 GX0726  HISTORY     - 1958     MONUMENTED       CGS
 GX0726
 GX0726                          STATION DESCRIPTION
 GX0726
 GX0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0726'AT HINTON.
 GX0726'AT HINTON, ABOUT 0.4 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO
 GX0726'RAILWAY FROM THE STATION, 0.45 MILE SOUTH OF MILEPOST 357,
 GX0726'26 1/2 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, AT STATE
 GX0726'HIGHWAY 3 CONCRETE OVERPASS OVER THE TRACK, SET VERTICALLY IN
 GX0726'THE EAST FACE OF THE FIRST CONCRETE PIER WEST OF TRACK, 5 1/2
 GX0726'FEET ABOVE THE GROUND, 2 1/2 FEET NORTH OF THE SOUTHEAST CORNER
 GX0726'OF THE PIER, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2060 ***********************************************************************
 GX2060  DESIGNATION -  Q 193
 GX2060  PID         -  GX2060
 GX2060  STATE/COUNTY-  WV/MCDOWELL
 GX2060  USGS QUAD   -  GARY (1977)
 GX2060
 GX2060                         *CURRENT SURVEY CONTROL
 GX2060  ___________________________________________________________________
 GX2060* NAD 83(1986)-  37 19 14.     (N)    081 35 15.     (W)     SCALED    
 GX2060* NAVD 88     -       609.938  (meters)    2001.10   (feet)  ADJUSTED  
 GX2060  ___________________________________________________________________
 GX2060  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GX2060  DYNAMIC HT  -         609.428 (meters)    1999.43  (feet)  COMP
 GX2060  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GX2060
 GX2060  VERT ORDER  -  SECOND    CLASS 0
 GX2060
 GX2060.The horizontal coordinates were scaled from a topographic map and have
 GX2060.an estimated accuracy of +/- 6 seconds.
 GX2060
 GX2060.The orthometric height was determined by differential leveling
 GX2060.and adjusted by the National Geodetic Survey in June 1991..
 GX2060
 GX2060.The geoid height was determined by GEOID03.
 GX2060
 GX2060.The dynamic height is computed by dividing the NAVD 88
 GX2060.geopotential number by the normal gravity value computed on the
 GX2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2060.degrees latitude (g = 980.6199 gals.).
 GX2060
 GX2060.The modeled gravity was interpolated from observed gravity values.
 GX2060
 GX2060;                    North         East    Units  Estimated Accuracy
 GX2060;SPC WV S     -    35,740.      547,920.      MT  (+/- 180 meters Scaled)
 GX2060
 GX2060                          SUPERSEDED SURVEY CONTROL
 GX2060
 GX2060  NGVD 29 (??/??/92)  610.094  (m)         2001.62   (f) ADJ UNCH    2 0
 GX2060
 GX2060.Superseded values are not recommended for survey control.
 GX2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2060.See file dsdata.txt to determine how the superseded data were derived.
 GX2060
 GX2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB479305(NAD 83)
 GX2060_MARKER: DB = BENCH MARK DISK
 GX2060_SETTING: 66 = SET IN ROCK OUTCROP
 GX2060_SP_SET: OUTCROP
 GX2060_STAMPING: Q 193 1958
 GX2060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2060+STABILITY: POSITION/ELEVATION WELL
 GX2060
 GX2060  HISTORY     - Date     Condition        Report By
 GX2060  HISTORY     - 1958     MONUMENTED       CGS
 GX2060
 GX2060                          STATION DESCRIPTION
 GX2060
 GX2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2060'6.6 MI SW FROM GARY.
 GX2060'1.25 MILES SOUTH ALONG A BLACK TOP ROAD LEADING TO ELBERT FROM
 GX2060'THE JUNCTION OF STATE HIGHWAY 85 AT GARY, THENCE 5.35 MILES
 GX2060'SOUTHWEST ALONG A BLACK TOP AND GRADED ROAD TO RIFT, AT ABOUT
 GX2060'THE CENTER AND ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING
 GX2060'SOUTH AND WEST, 15 FEET SOUTHWEST OF CENTER LINE OF ROAD, SET
 GX2060'VERTICALLY IN THE NORTHEAST FACE OF A ROCK CUT, 3 FEET ABOVE THE
 GX2060'GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2072 ***********************************************************************
 GX2072  DESIGNATION -  Q 194 RESET 1961
 GX2072  PID         -  GX2072
 GX2072  STATE/COUNTY-  WV/MCDOWELL
 GX2072  USGS QUAD   -  WELCH (1976)
 GX2072
 GX2072                         *CURRENT SURVEY CONTROL
 GX2072  ___________________________________________________________________
 GX2072* NAD 83(1986)-  37 24 47.     (N)    081 36 18.     (W)     SCALED    
 GX2072* NAVD 88     -       461.21   (meters)    1513.2    (feet)  RESET     
 GX2072  ___________________________________________________________________
 GX2072  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX2072
 GX2072  VERT ORDER  -  THIRD
 GX2072
 GX2072.The horizontal coordinates were scaled from a topographic map and have
 GX2072.an estimated accuracy of +/- 6 seconds.
 GX2072
 GX2072.The orthometric height was computed from unverified reset data.
 GX2072.No vertical observational check was made to the station.
 GX2072
 GX2072.The geoid height was determined by GEOID03.
 GX2072
 GX2072;                    North         East    Units  Estimated Accuracy
 GX2072;SPC WV S     -    46,020.      546,440.      MT  (+/- 180 meters Scaled)
 GX2072
 GX2072                          SUPERSEDED SURVEY CONTROL
 GX2072
 GX2072  NGVD 29 (??/??/??)  461.37   (m)         1513.7    (f) RESET       3  
 GX2072
 GX2072.Superseded values are not recommended for survey control.
 GX2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2072.See file dsdata.txt to determine how the superseded data were derived.
 GX2072
 GX2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB464408(NAD 83)
 GX2072_MARKER: DD = SURVEY DISK
 GX2072_SETTING: 66 = SET IN ROCK OUTCROP
 GX2072_SP_SET: CUT
 GX2072_STAMPING: Q 194 RESET 1961
 GX2072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2072+STABILITY: POSITION/ELEVATION WELL
 GX2072
 GX2072  HISTORY     - Date     Condition        Report By
 GX2072  HISTORY     - 1961     MONUMENTED       WVHD
 GX2072  HISTORY     - 1963     GOOD             NGS
 GX2072
 GX2072                          STATION DESCRIPTION
 GX2072
 GX2072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GX2072'2.2 MI S FROM WELCH.
 GX2072'2.15 MILES SOUTH ALONG STATE HIGHWAY 16 AND U.S. HIGHWAY 52 FROM
 GX2072'THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY AT WELCH, 0.95
 GX2072'MILE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 85 AND U.S. HIGHWAY
 GX2072'52 BYPASS, AT THE WEST JUNCTION OF STATE HIGHWAY 16 AND U.S. HIGHWAY
 GX2072'52, SET VERTICALLY IN THE SOUTH FACE OF A HUGE ROCK CUT, 95 FEET
 GX2072'NORTHWEST OF THE CENTER OF THE JUNCTION, 32 FEET NORTH OF THE
 GX2072'CENTERLINE OF U.S. HIGHWAY 52, AND ABOUT 3 FEET ABOVE THE LEVEL
 GX2072'OF U.S. HIGHWAY 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1921 ***********************************************************************
 GX1921  DESIGNATION -  Q 195
 GX1921  PID         -  GX1921
 GX1921  STATE/COUNTY-  WV/MCDOWELL
 GX1921  USGS QUAD   -  IAEGER (1976)
 GX1921
 GX1921                         *CURRENT SURVEY CONTROL
 GX1921  ___________________________________________________________________
 GX1921* NAD 83(1986)-  37 27 12.     (N)    081 48 47.     (W)     SCALED    
 GX1921* NAVD 88     -       300.366  (meters)     985.45   (feet)  ADJUSTED  
 GX1921  ___________________________________________________________________
 GX1921  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX1921  DYNAMIC HT  -         300.125 (meters)     984.66  (feet)  COMP
 GX1921  MODELED GRAV-     979,821.0   (mgal)                       NAVD 88
 GX1921
 GX1921  VERT ORDER  -  SECOND    CLASS 0
 GX1921
 GX1921.The horizontal coordinates were scaled from a topographic map and have
 GX1921.an estimated accuracy of +/- 6 seconds.
 GX1921
 GX1921.The orthometric height was determined by differential leveling
 GX1921.and adjusted by the National Geodetic Survey in June 1991..
 GX1921
 GX1921.The geoid height was determined by GEOID03.
 GX1921
 GX1921.The dynamic height is computed by dividing the NAVD 88
 GX1921.geopotential number by the normal gravity value computed on the
 GX1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1921.degrees latitude (g = 980.6199 gals.).
 GX1921
 GX1921.The modeled gravity was interpolated from observed gravity values.
 GX1921
 GX1921;                    North         East    Units  Estimated Accuracy
 GX1921;SPC WV S     -    50,630.      528,060.      MT  (+/- 180 meters Scaled)
 GX1921
 GX1921                          SUPERSEDED SURVEY CONTROL
 GX1921
 GX1921  NGVD 29 (??/??/92)  300.558  (m)          986.08   (f) ADJ UNCH    2 0
 GX1921
 GX1921.Superseded values are not recommended for survey control.
 GX1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1921.See file dsdata.txt to determine how the superseded data were derived.
 GX1921
 GX1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB280454(NAD 83)
 GX1921_MARKER: DB = BENCH MARK DISK
 GX1921_SETTING: 66 = SET IN ROCK OUTCROP
 GX1921_SP_SET: SET IN ROCK OUTCROP
 GX1921_STAMPING: Q 195 1958
 GX1921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1921+STABILITY: POSITION/ELEVATION WELL
 GX1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX1921+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2006
 GX1921
 GX1921  HISTORY     - Date     Condition        Report By
 GX1921  HISTORY     - 1958     MONUMENTED       CGS
 GX1921  HISTORY     - 20060306 GOOD             JCLS
 GX1921
 GX1921                          STATION DESCRIPTION
 GX1921
 GX1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1921'0.6 MI S FROM IAEGER.
 GX1921'0.65 MILE SOUTH ALONG STATE HIGHWAY 80 FROM THE CROSSING OF THE
 GX1921'NORFOLK AND WESTERN RAILWAY AT IAEGER, NEAR THE JUNCTION OF A
 GX1921'DRIVE SOUTH TO A LARGE WHITE HOUSE, SET VERTICALLY IN THE
 GX1921'NORTHEAST FACE OF A ROCK CUT, 16 FEET SOUTHWEST OF CENTER LINE
 GX1921'OF HIGHWAY, 63 FEET NORTHWEST OF CENTER OF JUNCTION OF DRIVE
 GX1921'(DRIVE IS AT SOUTHWEST END OF CUT) AND ABOUT 4 FEET ABOVE LEVEL
 GX1921'OF HIGHWAY.
 GX1921
 GX1921                          STATION RECOVERY (2006)
 GX1921
 GX1921'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (FJO)
 GX1921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1664 ***********************************************************************
 GX1664  DESIGNATION -  Q 196
 GX1664  PID         -  GX1664
 GX1664  STATE/COUNTY-  WV/MCDOWELL
 GX1664  USGS QUAD   -  WELCH (1976)
 GX1664
 GX1664                         *CURRENT SURVEY CONTROL
 GX1664  ___________________________________________________________________
 GX1664* NAD 83(1986)-  37 25 57.     (N)    081 34 19.     (W)     SCALED    
 GX1664* NAVD 88     -       401.780  (meters)    1318.17   (feet)  ADJUSTED  
 GX1664  ___________________________________________________________________
 GX1664  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX1664  DYNAMIC HT  -         401.449 (meters)    1317.09  (feet)  COMP
 GX1664  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 GX1664
 GX1664  VERT ORDER  -  SECOND    CLASS 0
 GX1664
 GX1664.The horizontal coordinates were scaled from a topographic map and have
 GX1664.an estimated accuracy of +/- 6 seconds.
 GX1664
 GX1664.The orthometric height was determined by differential leveling
 GX1664.and adjusted by the National Geodetic Survey in June 1991..
 GX1664
 GX1664.The geoid height was determined by GEOID03.
 GX1664
 GX1664.The dynamic height is computed by dividing the NAVD 88
 GX1664.geopotential number by the normal gravity value computed on the
 GX1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1664.degrees latitude (g = 980.6199 gals.).
 GX1664
 GX1664.The modeled gravity was interpolated from observed gravity values.
 GX1664
 GX1664;                    North         East    Units  Estimated Accuracy
 GX1664;SPC WV S     -    48,160.      549,380.      MT  (+/- 180 meters Scaled)
 GX1664
 GX1664                          SUPERSEDED SURVEY CONTROL
 GX1664
 GX1664  NGVD 29 (??/??/92)  401.946  (m)         1318.72   (f) ADJ UNCH    2 0
 GX1664
 GX1664.Superseded values are not recommended for survey control.
 GX1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1664.See file dsdata.txt to determine how the superseded data were derived.
 GX1664
 GX1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB494430(NAD 83)
 GX1664_MARKER: DB = BENCH MARK DISK
 GX1664_SETTING: 66 = SET IN ROCK OUTCROP
 GX1664_SP_SET: SET IN ROCK OUTCROP
 GX1664_STAMPING: Q 196 1958
 GX1664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1664+STABILITY: POSITION/ELEVATION WELL
 GX1664
 GX1664  HISTORY     - Date     Condition        Report By
 GX1664  HISTORY     - 1958     MONUMENTED       CGS
 GX1664
 GX1664                          STATION DESCRIPTION
 GX1664
 GX1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1664'1 MI SE FROM WELCH.
 GX1664'0.95 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1664'THE STATION AT WELCH, ON THE INSIDE OF A CURVE WITH TANGENTS
 GX1664'EXTENDING NORTHWEST AND EAST, 11 1/2 FEET NORTHEAST OF THE
 GX1664'NORTHEAST RAIL OF THE NORTHEAST TRACK, SET VERTICALLY IN THE
 GX1664'SOUTHWEST FACE OF A ROCK CUT, 10 FEET SOUTHEAST OF THE NORTHWEST
 GX1664'END OF THE ROCK, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0060 ***********************************************************************
 GX0060  DESIGNATION -  Q 197
 GX0060  PID         -  GX0060
 GX0060  STATE/COUNTY-  WV/GREENBRIER
 GX0060  USGS QUAD   -  LEWISBURG (1979)
 GX0060
 GX0060                         *CURRENT SURVEY CONTROL
 GX0060  ___________________________________________________________________
 GX0060* NAD 83(1986)-  37 46 50.     (N)    080 23 15.     (W)     SCALED    
 GX0060* NAVD 88     -       518.711  (meters)    1701.80   (feet)  ADJUSTED  
 GX0060  ___________________________________________________________________
 GX0060  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GX0060  DYNAMIC HT  -         518.286 (meters)    1700.41  (feet)  COMP
 GX0060  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 GX0060
 GX0060  VERT ORDER  -  FIRST     CLASS II
 GX0060
 GX0060.The horizontal coordinates were scaled from a topographic map and have
 GX0060.an estimated accuracy of +/- 6 seconds.
 GX0060
 GX0060.The orthometric height was determined by differential leveling
 GX0060.and adjusted by the National Geodetic Survey in June 1991..
 GX0060
 GX0060.The geoid height was determined by GEOID03.
 GX0060
 GX0060.The dynamic height is computed by dividing the NAVD 88
 GX0060.geopotential number by the normal gravity value computed on the
 GX0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0060.degrees latitude (g = 980.6199 gals.).
 GX0060
 GX0060.The modeled gravity was interpolated from observed gravity values.
 GX0060
 GX0060;                    North         East    Units  Estimated Accuracy
 GX0060;SPC WV S     -    86,810.      653,950.      MT  (+/- 180 meters Scaled)
 GX0060
 GX0060                          SUPERSEDED SURVEY CONTROL
 GX0060
 GX0060  NGVD 29 (??/??/92)  518.866  (m)         1702.31   (f) ADJ UNCH    1 2
 GX0060
 GX0060.Superseded values are not recommended for survey control.
 GX0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0060.See file dsdata.txt to determine how the superseded data were derived.
 GX0060
 GX0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB539816(NAD 83)
 GX0060_MARKER: DB = BENCH MARK DISK
 GX0060_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX0060_STAMPING: Q 197 1958
 GX0060_MARK LOGO: CGS   
 GX0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0060
 GX0060  HISTORY     - Date     Condition        Report By
 GX0060  HISTORY     - 1958     MONUMENTED       CGS
 GX0060  HISTORY     - 1983     GOOD             NGS
 GX0060  HISTORY     - 1983     GOOD             NGS
 GX0060  HISTORY     - 1984     GOOD             NGS
 GX0060
 GX0060                          STATION DESCRIPTION
 GX0060
 GX0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0060'0.4 MI E FROM CALDWELL.
 GX0060'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 GX0060'AT CALDWELL, 14 1/2 FEET NORTH OF THE CENTER LINE OF HIGHWAY, IN
 GX0060'TOP OF THE NORTH END OF THE EAST ABUTMENT OF A 130-FOOT STEEL
 GX0060'BRIDGE OVER HOWARD CREEK, 2 1/2 FEET SOUTH OF THE NORTH END OF
 GX0060'THE ABUTMENT, AND ABOUT LEVEL WITH THE HIGHWAY.
 GX0060
 GX0060                          STATION RECOVERY (1983)
 GX0060
 GX0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0060'RECOVERED IN GOOD CONDITION.
 GX0060
 GX0060                          STATION RECOVERY (1983)
 GX0060
 GX0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0060'RECOVERED IN GOOD CONDITION.
 GX0060
 GX0060                          STATION RECOVERY (1984)
 GX0060
 GX0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3481 ***********************************************************************
 GX3481  DESIGNATION -  Q 197 RESET
 GX3481  PID         -  GX3481
 GX3481  STATE/COUNTY-  WV/GREENBRIER
 GX3481  USGS QUAD   -  LEWISBURG (1979)
 GX3481
 GX3481                         *CURRENT SURVEY CONTROL
 GX3481  ___________________________________________________________________
 GX3481* NAD 83(1986)-  37 46 50.     (N)    080 23 15.     (W)     SCALED    
 GX3481* NAVD 88     -       519.35   (meters)    1703.9    (feet)  RESET     
 GX3481  ___________________________________________________________________
 GX3481  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GX3481
 GX3481  VERT ORDER  -  THIRD
 GX3481
 GX3481.The horizontal coordinates were scaled from a topographic map and have
 GX3481.an estimated accuracy of +/- 6 seconds.
 GX3481
 GX3481.The orthometric height was computed from unverified reset data.
 GX3481.No vertical observational check was made to the station.
 GX3481
 GX3481.The geoid height was determined by GEOID03.
 GX3481
 GX3481;                    North         East    Units  Estimated Accuracy
 GX3481;SPC WV S     -    86,810.      653,950.      MT  (+/- 180 meters Scaled)
 GX3481
 GX3481                          SUPERSEDED SURVEY CONTROL
 GX3481
 GX3481  NGVD 29 (09/25/03)  519.50   (m)         1704.4    (f) RESET       3  
 GX3481
 GX3481.Superseded values are not recommended for survey control.
 GX3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3481.See file dsdata.txt to determine how the superseded data were derived.
 GX3481
 GX3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB539816(NAD 83)
 GX3481_MARKER: DV = VERTICAL CONTROL DISK
 GX3481_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GX3481_SP_SET: PARAPET WALL
 GX3481_STAMPING: Q 197 RESET 1987
 GX3481_MARK LOGO: NGS   
 GX3481_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX3481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3481
 GX3481  HISTORY     - Date     Condition        Report By
 GX3481  HISTORY     - 1987     MONUMENTED       WVHD
 GX3481
 GX3481                          STATION DESCRIPTION
 GX3481
 GX3481'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1987
 GX3481'0.35 MILES (0.56 KM) EAST ALONG US HIGHWAY ROUTE NO 60 FROM THE POST
 GX3481'OFFICE IN CALDWELL, 15 FEET (4.6 M) SOUTH OF THE CENTERLINE OF
 GX3481'HIGHWAY, IN TOP OF THE SOUTH PART OF A 135-FOOT BRIDGE OVER HOWARDS
 GX3481'CREEK, 1 FOOT (0.3 M) WEST OF THE EAST END OF SOUTH PARAPET WALL AND
 GX3481'ABOUT 3 FEET (0.9 M) ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1242 ***********************************************************************
 GX1242  DESIGNATION -  Q 198
 GX1242  PID         -  GX1242
 GX1242  STATE/COUNTY-  WV/FAYETTE
 GX1242  USGS QUAD   -  PRINCE (1989)
 GX1242
 GX1242                         *CURRENT SURVEY CONTROL
 GX1242  ___________________________________________________________________
 GX1242* NAD 83(1986)-  37 51 33.     (N)    081 04 16.     (W)     SCALED    
 GX1242* NAVD 88     -       361.210  (meters)    1185.07   (feet)  ADJUSTED  
 GX1242  ___________________________________________________________________
 GX1242  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX1242  DYNAMIC HT  -         360.929 (meters)    1184.15  (feet)  COMP
 GX1242  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 GX1242
 GX1242  VERT ORDER  -  FIRST     CLASS II
 GX1242
 GX1242.The horizontal coordinates were scaled from a topographic map and have
 GX1242.an estimated accuracy of +/- 6 seconds.
 GX1242
 GX1242.The orthometric height was determined by differential leveling
 GX1242.and adjusted by the National Geodetic Survey in June 1991..
 GX1242
 GX1242.The geoid height was determined by GEOID03.
 GX1242
 GX1242.The dynamic height is computed by dividing the NAVD 88
 GX1242.geopotential number by the normal gravity value computed on the
 GX1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1242.degrees latitude (g = 980.6199 gals.).
 GX1242
 GX1242.The modeled gravity was interpolated from observed gravity values.
 GX1242
 GX1242;                    North         East    Units  Estimated Accuracy
 GX1242;SPC WV S     -    95,360.      593,740.      MT  (+/- 180 meters Scaled)
 GX1242
 GX1242                          SUPERSEDED SURVEY CONTROL
 GX1242
 GX1242  NGVD 29 (??/??/92)  361.387  (m)         1185.65   (f) ADJ UNCH    1 2
 GX1242
 GX1242.Superseded values are not recommended for survey control.
 GX1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1242.See file dsdata.txt to determine how the superseded data were derived.
 GX1242
 GX1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB937901(NAD 83)
 GX1242_MARKER: DB = BENCH MARK DISK
 GX1242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1242_SP_SET: TUNNEL
 GX1242_STAMPING: Q 198 1958
 GX1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1242
 GX1242  HISTORY     - Date     Condition        Report By
 GX1242  HISTORY     - 1958     MONUMENTED       CGS
 GX1242
 GX1242                          STATION DESCRIPTION
 GX1242
 GX1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1242'1.6 MI NW FROM QUINNIMONT.
 GX1242'ABOUT 1.6 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1242'FROM THE STATION AT QUINNIMONT, 0.5 MILE SOUTH OF MILEPOST 381,
 GX1242'7 1/2 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, SET VERTICALLY
 GX1242'IN THE NORTH FACE OF THE NORTH TUNNEL HEAD OF STRETCHER NECK
 GX1242'TUNNEL NO. 1930-1932, 5 1/2 FEET ABOVE THE GROUND, 1 FOOT WEST
 GX1242'OF INSIDE OF TUNNEL EDGE, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF
 GX1242'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0740 ***********************************************************************
 GX0740  DESIGNATION -  Q 199
 GX0740  PID         -  GX0740
 GX0740  STATE/COUNTY-  WV/SUMMERS
 GX0740  USGS QUAD   -  MEADOW CREEK (1988)
 GX0740
 GX0740                         *CURRENT SURVEY CONTROL
 GX0740  ___________________________________________________________________
 GX0740* NAD 83(1986)-  37 45 14.     (N)    080 54 31.     (W)     SCALED    
 GX0740* NAVD 88     -       401.703  (meters)    1317.92   (feet)  ADJUSTED  
 GX0740  ___________________________________________________________________
 GX0740  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX0740  DYNAMIC HT  -         401.382 (meters)    1316.87  (feet)  COMP
 GX0740  MODELED GRAV-     979,817.5   (mgal)                       NAVD 88
 GX0740
 GX0740  VERT ORDER  -  FIRST     CLASS II
 GX0740
 GX0740.The horizontal coordinates were scaled from a topographic map and have
 GX0740.an estimated accuracy of +/- 6 seconds.
 GX0740
 GX0740.The orthometric height was determined by differential leveling
 GX0740.and adjusted by the National Geodetic Survey in June 1991..
 GX0740
 GX0740.The geoid height was determined by GEOID03.
 GX0740
 GX0740.The dynamic height is computed by dividing the NAVD 88
 GX0740.geopotential number by the normal gravity value computed on the
 GX0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0740.degrees latitude (g = 980.6199 gals.).
 GX0740
 GX0740.The modeled gravity was interpolated from observed gravity values.
 GX0740
 GX0740;                    North         East    Units  Estimated Accuracy
 GX0740;SPC WV S     -    83,680.      608,050.      MT  (+/- 180 meters Scaled)
 GX0740
 GX0740                          SUPERSEDED SURVEY CONTROL
 GX0740
 GX0740  NGVD 29 (??/??/92)  401.877  (m)         1318.49   (f) ADJ UNCH    1 2
 GX0740
 GX0740.Superseded values are not recommended for survey control.
 GX0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0740.See file dsdata.txt to determine how the superseded data were derived.
 GX0740
 GX0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB080785(NAD 83)
 GX0740_MARKER: DB = BENCH MARK DISK
 GX0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0740_SP_SET: CULVERT
 GX0740_STAMPING: Q 199 1958
 GX0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0740
 GX0740  HISTORY     - Date     Condition        Report By
 GX0740  HISTORY     - 1958     MONUMENTED       CGS
 GX0740
 GX0740                          STATION DESCRIPTION
 GX0740
 GX0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0740'5.2 MI SE FROM MEADOW CREEK.
 GX0740'ABOUT 5.2 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0740'FROM THE STATION AT MEADOW CREEK, 0.4 MILE NORTH OF MILEPOST 364,
 GX0740'0.45 MILE SOUTH OF A SIGNAL BRIDGE, 210 YARDS SOUTH OF EAST END
 GX0740'OF FALLS ALONG NEW RIVER, 8 FEET EAST OF THE EAST RAIL OF THE
 GX0740'EAST TRACK AND AT INSIDE OF A CURVE, IN TOP OF THE NORTH END OF
 GX0740'THE EAST CONCRETE HEAD WALL OF A 3-FOOT CONCRETE CULVERT, 130
 GX0740'YARDS SOUTH OF A 3-FOOT CONCRETE CULVERT, AND ABOUT 1 FOOT BELOW
 GX0740'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1884 ***********************************************************************
 HW1884  DESIGNATION -  Q 2
 HW1884  PID         -  HW1884
 HW1884  STATE/COUNTY-  WV/RANDOLPH
 HW1884  USGS QUAD   -  JUNIOR (1976)
 HW1884
 HW1884                         *CURRENT SURVEY CONTROL
 HW1884  ___________________________________________________________________
 HW1884* NAD 83(1986)-  38 56 48.     (N)    079 57 38.     (W)     SCALED    
 HW1884* NAVD 88     -       564.173  (meters)    1850.96   (feet)  ADJUSTED  
 HW1884  ___________________________________________________________________
 HW1884  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HW1884  DYNAMIC HT  -         563.778 (meters)    1849.66  (feet)  COMP
 HW1884  MODELED GRAV-     979,909.2   (mgal)                       NAVD 88
 HW1884
 HW1884  VERT ORDER  -  FIRST     CLASS II
 HW1884
 HW1884.The horizontal coordinates were scaled from a topographic map and have
 HW1884.an estimated accuracy of +/- 6 seconds.
 HW1884
 HW1884.The orthometric height was determined by differential leveling
 HW1884.and adjusted by the National Geodetic Survey in June 1991..
 HW1884
 HW1884.The geoid height was determined by GEOID03.
 HW1884
 HW1884.The dynamic height is computed by dividing the NAVD 88
 HW1884.geopotential number by the normal gravity value computed on the
 HW1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1884.degrees latitude (g = 980.6199 gals.).
 HW1884
 HW1884.The modeled gravity was interpolated from observed gravity values.
 HW1884
 HW1884;                    North         East    Units  Estimated Accuracy
 HW1884;SPC WV S     -   216,570.      690,110.      MT  (+/- 180 meters Scaled)
 HW1884
 HW1884                          SUPERSEDED SURVEY CONTROL
 HW1884
 HW1884  NGVD 29 (??/??/92)  564.344  (m)         1851.52   (f) ADJ UNCH    1 2
 HW1884
 HW1884.Superseded values are not recommended for survey control.
 HW1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1884.See file dsdata.txt to determine how the superseded data were derived.
 HW1884
 HW1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND900113(NAD 83)
 HW1884_MARKER: DB = BENCH MARK DISK
 HW1884_SETTING: 66 = SET IN ROCK OUTCROP
 HW1884_SP_SET: ROCK OUTCROP
 HW1884_STAMPING: Q 2 1933
 HW1884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1884+STABILITY: POSITION/ELEVATION WELL
 HW1884
 HW1884  HISTORY     - Date     Condition        Report By
 HW1884  HISTORY     - 1933     MONUMENTED       CGS
 HW1884  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1884
 HW1884                          STATION DESCRIPTION
 HW1884
 HW1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW1884'1.3 MI N FROM NORTON.
 HW1884'0.5 MILE N.E. ALONG A BLACKTOP ROAD FROM THE P.O. AT NORTON, 0.1
 HW1884'MILE S.E. ALONG THE BALTIMORE AND OHIO RAILROAD, RANDOLPH COUNTY,
 HW1884'34 YARDS SOUTH OF A WATER TANK, 3 YARDS NORTHWEST OF THE
 HW1884'CENTERLINE OF THE TRACK, IN THE TOP OF THE BOTTOM LEDGE OF A
 HW1884'LARGE ROCK OUTCROP, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A
 HW1884'STANDARD DISK, STAMPED Q 2 1933.
 HW1884
 HW1884                          STATION RECOVERY (1983)
 HW1884
 HW1884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1884'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1551 ***********************************************************************
 HX1551  DESIGNATION -  Q 20
 HX1551  PID         -  HX1551
 HX1551  STATE/COUNTY-  WV/LEWIS
 HX1551  USGS QUAD   -  ORLANDO (1989)
 HX1551
 HX1551                         *CURRENT SURVEY CONTROL
 HX1551  ___________________________________________________________________
 HX1551* NAD 83(1986)-  38 51 51.     (N)    080 35 12.     (W)     SCALED    
 HX1551* NAVD 88     -       239.753  (meters)     786.59   (feet)  ADJUSTED  
 HX1551  ___________________________________________________________________
 HX1551  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HX1551  DYNAMIC HT  -         239.598 (meters)     786.08  (feet)  COMP
 HX1551  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 HX1551
 HX1551  VERT ORDER  -  SECOND    CLASS 0
 HX1551
 HX1551.The horizontal coordinates were scaled from a topographic map and have
 HX1551.an estimated accuracy of +/- 6 seconds.
 HX1551
 HX1551.The orthometric height was determined by differential leveling
 HX1551.and adjusted by the National Geodetic Survey in June 1991..
 HX1551
 HX1551.The geoid height was determined by GEOID03.
 HX1551
 HX1551.The dynamic height is computed by dividing the NAVD 88
 HX1551.geopotential number by the normal gravity value computed on the
 HX1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1551.degrees latitude (g = 980.6199 gals.).
 HX1551
 HX1551.The modeled gravity was interpolated from observed gravity values.
 HX1551
 HX1551;                    North         East    Units  Estimated Accuracy
 HX1551;SPC WV S     -   206,990.      635,870.      MT  (+/- 180 meters Scaled)
 HX1551
 HX1551                          SUPERSEDED SURVEY CONTROL
 HX1551
 HX1551  NGVD 29 (??/??/92)  239.927  (m)          787.16   (f) ADJ UNCH    2 0
 HX1551
 HX1551.Superseded values are not recommended for survey control.
 HX1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1551.See file dsdata.txt to determine how the superseded data were derived.
 HX1551
 HX1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND358017(NAD 83)
 HX1551_MARKER: DB = BENCH MARK DISK
 HX1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1551_STAMPING: Q 20 1935
 HX1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1551+STABILITY: SURFACE MOTION
 HX1551
 HX1551  HISTORY     - Date     Condition        Report By
 HX1551  HISTORY     - 1935     MONUMENTED       CGS
 HX1551  HISTORY     - 1964     MARK NOT FOUND   NGS
 HX1551
 HX1551                          STATION DESCRIPTION
 HX1551
 HX1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX1551'0.9 MI E FROM ORLANDO.
 HX1551'0.9 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1551'STATION AT ORLANDO, LEWIS COUNTY, 330 FEET WEST OF POLE 118+25,
 HX1551'50 FEET NORTH OF THE CENTERLINE OF AN EAST-AND-WEST ROAD
 HX1551'PARALLELING THE TRACK, AT A FARM-ROAD CROSSING, 36 FEET SOUTH OF
 HX1551'THE CENTERLINE OF THE TRACK, AND 10 FEET WEST OF THE CENTERLINE
 HX1551'OF THE ROAD.  A STANDARD DISK, STAMPED Q 20 1935 AND SET IN THE
 HX1551'TOP OF A CONCRETE POST.
 HX1551
 HX1551                          STATION RECOVERY (1964)
 HX1551
 HX1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HX1551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0397 ***********************************************************************
 GX0397  DESIGNATION -  Q 200
 GX0397  PID         -  GX0397
 GX0397  STATE/COUNTY-  WV/MONROE
 GX0397  USGS QUAD   -  PETERSTOWN (1984)
 GX0397
 GX0397                         *CURRENT SURVEY CONTROL
 GX0397  ___________________________________________________________________
 GX0397* NAD 83(1986)-  37 28 33.     (N)    080 46 42.     (W)     SCALED    
 GX0397* NAVD 88     -       648.303  (meters)    2126.97   (feet)  ADJUSTED  
 GX0397  ___________________________________________________________________
 GX0397  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0397  DYNAMIC HT  -         647.745 (meters)    2125.14  (feet)  COMP
 GX0397  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 GX0397
 GX0397  VERT ORDER  -  FIRST     CLASS II
 GX0397
 GX0397.The horizontal coordinates were scaled from a topographic map and have
 GX0397.an estimated accuracy of +/- 6 seconds.
 GX0397
 GX0397.The orthometric height was determined by differential leveling
 GX0397.and adjusted by the National Geodetic Survey in June 1991..
 GX0397
 GX0397.The geoid height was determined by GEOID03.
 GX0397
 GX0397.The dynamic height is computed by dividing the NAVD 88
 GX0397.geopotential number by the normal gravity value computed on the
 GX0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0397.degrees latitude (g = 980.6199 gals.).
 GX0397
 GX0397.The modeled gravity was interpolated from observed gravity values.
 GX0397
 GX0397;                    North         East    Units  Estimated Accuracy
 GX0397;SPC WV S     -    52,840.      619,610.      MT  (+/- 180 meters Scaled)
 GX0397
 GX0397                          SUPERSEDED SURVEY CONTROL
 GX0397
 GX0397  NGVD 29 (??/??/92)  648.430  (m)         2127.39   (f) ADJ UNCH    1 2
 GX0397
 GX0397.Superseded values are not recommended for survey control.
 GX0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0397.See file dsdata.txt to determine how the superseded data were derived.
 GX0397
 GX0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB195476(NAD 83)
 GX0397_MARKER: DB = BENCH MARK DISK
 GX0397_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GX0397_STAMPING: Q 200 1958
 GX0397_MARK LOGO: CGS   
 GX0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0397+STABILITY: SURFACE MOTION
 GX0397
 GX0397  HISTORY     - Date     Condition        Report By
 GX0397  HISTORY     - 1958     MONUMENTED       CGS
 GX0397  HISTORY     - 1984     GOOD             NGS
 GX0397
 GX0397                          STATION DESCRIPTION
 GX0397
 GX0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0397'AT BALLARD.
 GX0397'AT BALLARD, SET VERTICALLY IN THE WEST FACE OF THE CONCRETE
 GX0397'FOUNDATION OF THE WEST WALL OF BALLARD ELEMENTARY SCHOOL, 1.3
 GX0397'FEET ABOVE THE GROUND, 87 1/2 FEET EAST OF THE CENTER LINE OF
 GX0397'STATE HIGHWAY 12, 30 FEET SOUTH OF THE CENTER OF THE NORTH (MAIN)
 GX0397'ENTRANCE TO SCHOOL, 23 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 GX0397'SCHOOL, AND 0.1 MILE NORTH OF THE JUNCTION OF BLACK TOP ROAD 33
 GX0397'LEADING EAST TO ORCHARD.
 GX0397
 GX0397                          STATION RECOVERY (1984)
 GX0397
 GX0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0702 ***********************************************************************
 GX0702  DESIGNATION -  Q 201
 GX0702  PID         -  GX0702
 GX0702  STATE/COUNTY-  WV/SUMMERS
 GX0702  USGS QUAD   -  ALDERSON (1976)
 GX0702
 GX0702                         *CURRENT SURVEY CONTROL
 GX0702  ___________________________________________________________________
 GX0702* NAD 83(1986)-  37 40 49.     (N)    080 42 34.     (W)     SCALED    
 GX0702* NAVD 88     -       462.211  (meters)    1516.44   (feet)  ADJUSTED  
 GX0702  ___________________________________________________________________
 GX0702  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0702  DYNAMIC HT  -         461.826 (meters)    1515.17  (feet)  COMP
 GX0702  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 GX0702
 GX0702  VERT ORDER  -  FIRST     CLASS II
 GX0702
 GX0702.The horizontal coordinates were scaled from a topographic map and have
 GX0702.an estimated accuracy of +/- 6 seconds.
 GX0702
 GX0702.The orthometric height was determined by differential leveling
 GX0702.and adjusted by the National Geodetic Survey in June 1991..
 GX0702.WARNING-Repeat measurements at this control monument indicate possible
 GX0702.vertical movement.
 GX0702
 GX0702.The geoid height was determined by GEOID03.
 GX0702
 GX0702.The dynamic height is computed by dividing the NAVD 88
 GX0702.geopotential number by the normal gravity value computed on the
 GX0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0702.degrees latitude (g = 980.6199 gals.).
 GX0702
 GX0702.The modeled gravity was interpolated from observed gravity values.
 GX0702
 GX0702;                    North         East    Units  Estimated Accuracy
 GX0702;SPC WV S     -    75,540.      625,630.      MT  (+/- 180 meters Scaled)
 GX0702
 GX0702                          SUPERSEDED SURVEY CONTROL
 GX0702
 GX0702  NGVD 29 (??/??/92)  462.375  (m)         1516.98   (f) ADJ UNCH    1 2
 GX0702
 GX0702.Superseded values are not recommended for survey control.
 GX0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0702.See file dsdata.txt to determine how the superseded data were derived.
 GX0702
 GX0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB256703(NAD 83)
 GX0702_MARKER: DB = BENCH MARK DISK
 GX0702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0702_SP_SET: FOUNDATION
 GX0702_STAMPING: Q 201 1958
 GX0702_MARK LOGO: CGS   
 GX0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0702
 GX0702  HISTORY     - Date     Condition        Report By
 GX0702  HISTORY     - 1958     MONUMENTED       CGS
 GX0702  HISTORY     - 1984     GOOD             NGS
 GX0702
 GX0702                          STATION DESCRIPTION
 GX0702
 GX0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0702'1.3 MI NE FROM PENCE SPRINGS.
 GX0702'ABOUT 0.4 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING OF
 GX0702'THE CHESAPEAKE AND OHIO RAILWAY AT PENCE SPRINGS, THENCE ABOUT
 GX0702'0.8 MILE EAST ALONG STATE HIGHWAY 3 AND 12, THENCE ABOUT 0.1 MILE
 GX0702'SOUTHEAST ALONG A ROAD LEADING TO HINTON - ALDERSON AIRPORT, 3.1
 GX0702'FEET NORTH OF THE SOUTHEAST CORNER OF THE EAST ONE OF TWO CONCRETE
 GX0702'BLOCK HANGARS, IN TOP OF THE CONCRETE FOUNDATION AND 0.3 FOOT
 GX0702'EAST OF THE EAST WALL OF HANGAR AND ON THE OUTSIDE OF HANGAR, AND
 GX0702'ABOUT LEVEL WITH THE FLOOR OF THE HANGAR.
 GX0702
 GX0702                          STATION RECOVERY (1984)
 GX0702
 GX0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0073 ***********************************************************************
 GX0073  DESIGNATION -  Q 202
 GX0073  PID         -  GX0073
 GX0073  STATE/COUNTY-  WV/GREENBRIER
 GX0073  USGS QUAD   -  RONCEVERTE (1971)
 GX0073
 GX0073                         *CURRENT SURVEY CONTROL
 GX0073  ___________________________________________________________________
 GX0073* NAD 83(1986)-  37 43 24.     (N)    080 29 42.     (W)     SCALED    
 GX0073* NAVD 88     -       505.548  (meters)    1658.62   (feet)  ADJUSTED  
 GX0073  ___________________________________________________________________
 GX0073  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GX0073  DYNAMIC HT  -         505.129 (meters)    1657.24  (feet)  COMP
 GX0073  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 GX0073
 GX0073  VERT ORDER  -  FIRST     CLASS II
 GX0073
 GX0073.The horizontal coordinates were scaled from a topographic map and have
 GX0073.an estimated accuracy of +/- 6 seconds.
 GX0073
 GX0073.The orthometric height was determined by differential leveling
 GX0073.and adjusted by the National Geodetic Survey in June 1991..
 GX0073
 GX0073.The geoid height was determined by GEOID03.
 GX0073
 GX0073.The dynamic height is computed by dividing the NAVD 88
 GX0073.geopotential number by the normal gravity value computed on the
 GX0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0073.degrees latitude (g = 980.6199 gals.).
 GX0073
 GX0073.The modeled gravity was interpolated from observed gravity values.
 GX0073
 GX0073;                    North         East    Units  Estimated Accuracy
 GX0073;SPC WV S     -    80,400.      644,520.      MT  (+/- 180 meters Scaled)
 GX0073
 GX0073                          SUPERSEDED SURVEY CONTROL
 GX0073
 GX0073  NGVD 29 (??/??/92)  505.708  (m)         1659.14   (f) ADJ UNCH    1 2
 GX0073
 GX0073.Superseded values are not recommended for survey control.
 GX0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0073.See file dsdata.txt to determine how the superseded data were derived.
 GX0073
 GX0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB445752(NAD 83)
 GX0073_MARKER: DB = BENCH MARK DISK
 GX0073_SETTING: 66 = SET IN ROCK OUTCROP
 GX0073_SP_SET: ROCK LEDGE
 GX0073_STAMPING: Q 202 1958
 GX0073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0073+STABILITY: POSITION/ELEVATION WELL
 GX0073
 GX0073  HISTORY     - Date     Condition        Report By
 GX0073  HISTORY     - 1958     MONUMENTED       CGS
 GX0073  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0073
 GX0073                          STATION DESCRIPTION
 GX0073
 GX0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0073'2.6 MI SW FROM RONCEVERTE.
 GX0073'ABOUT 2.6 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0073'FROM THE STATION AT RONCEVERTE, 0.25 MILE WEST OF MILEPOST 325,
 GX0073'9 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, IN TOP OF THE
 GX0073'SOUTHEAST END OF A FLAT LEDGE OF ROCK THAT RUNS NORTHWEST AWAY
 GX0073'FROM THE TRACK AND IS AT THE WEST END OF A LONG CUT, (LEDGE IS
 GX0073'60-FEET LONG AND 2-FEET HIGH AT THE SOUTHEAST END AND 5-FEET
 GX0073'HIGH AT THE NORTHWEST END), 1 FOOT NORTH OF THE SOUTH CORNER OF
 GX0073'THE LEDGE, AND ABOUT LEVEL WITH THE TRACK.
 GX0073
 GX0073                          STATION RECOVERY (1983)
 GX0073
 GX0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0073'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0073'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1890 ***********************************************************************
 HX1890  DESIGNATION -  Q 203
 HX1890  PID         -  HX1890
 HX1890  STATE/COUNTY-  WV/FAYETTE
 HX1890  USGS QUAD   -  MONTGOMERY (1976)
 HX1890
 HX1890                         *CURRENT SURVEY CONTROL
 HX1890  ___________________________________________________________________
 HX1890* NAD 83(1986)-  38 10 50.     (N)    081 18 22.     (W)     SCALED    
 HX1890* NAVD 88     -       195.739  (meters)     642.19   (feet)  ADJUSTED  
 HX1890  ___________________________________________________________________
 HX1890  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HX1890  DYNAMIC HT  -         195.600 (meters)     641.73  (feet)  COMP
 HX1890  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 HX1890
 HX1890  VERT ORDER  -  FIRST     CLASS II
 HX1890
 HX1890.The horizontal coordinates were scaled from a topographic map and have
 HX1890.an estimated accuracy of +/- 6 seconds.
 HX1890
 HX1890.The orthometric height was determined by differential leveling
 HX1890.and adjusted by the National Geodetic Survey in June 1991..
 HX1890
 HX1890.The geoid height was determined by GEOID03.
 HX1890
 HX1890.The dynamic height is computed by dividing the NAVD 88
 HX1890.geopotential number by the normal gravity value computed on the
 HX1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1890.degrees latitude (g = 980.6199 gals.).
 HX1890
 HX1890.The modeled gravity was interpolated from observed gravity values.
 HX1890
 HX1890;                    North         East    Units  Estimated Accuracy
 HX1890;SPC WV S     -   131,070.      573,180.      MT  (+/- 180 meters Scaled)
 HX1890
 HX1890                          SUPERSEDED SURVEY CONTROL
 HX1890
 HX1890  NGVD 29 (??/??/92)  195.928  (m)          642.81   (f) ADJ UNCH    1 2
 HX1890
 HX1890.Superseded values are not recommended for survey control.
 HX1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1890.See file dsdata.txt to determine how the superseded data were derived.
 HX1890
 HX1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC731258(NAD 83)
 HX1890_MARKER: DB = BENCH MARK DISK
 HX1890_SETTING: 66 = SET IN ROCK OUTCROP
 HX1890_SP_SET: ROCK LEDGE
 HX1890_STAMPING: Q 203 1959
 HX1890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1890+STABILITY: POSITION/ELEVATION WELL
 HX1890
 HX1890  HISTORY     - Date     Condition        Report By
 HX1890  HISTORY     - 1959     MONUMENTED       CGS
 HX1890
 HX1890                          STATION DESCRIPTION
 HX1890
 HX1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1890'AT SMITHERS.
 HX1890'AT SMITHERS, ABOUT 120 YARDS NORTH OF AND ACROSS THE NEW YORK
 HX1890'CENTRAL RAILROAD TRACK AND U.S. HIGHWAY 21 AND 60 FROM THE NORTH
 HX1890'CORNER OF THE RAILROAD STATION, 36 1/2 FEET NORTHEAST OF THE
 HX1890'CENTER LINE OF THE HIGHWAY, 21 FEET NORTHWEST OF THE NORTHEAST
 HX1890'RAIL OF A SPUR TRACK THAT CROSSES THE HIGHWAY, 73 FEET SOUTHEAST
 HX1890'OF THE EAST CORNER OF A 150-FOOT HIGHWAY BRIDGE OVER SMITHERS CREEK,
 HX1890'7 FEET EAST OF TELEPHONE POLE 152-44, 103 FEET EAST OF AND ACROSS
 HX1890'THE HIGHWAY FROM MILEPOST 153, IN TOP OF A ROCK LEDGE 2 FEET LONG BY
 HX1890'1/2-FOOT WIDE AT THE SOUTH CORNER OF A ROCK CUT, AND ABOUT 2 FEET
 HX1890'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1895 ***********************************************************************
 HX1895  DESIGNATION -  Q 204
 HX1895  PID         -  HX1895
 HX1895  STATE/COUNTY-  WV/KANAWHA
 HX1895  USGS QUAD   -  MONTGOMERY (1976)
 HX1895
 HX1895                         *CURRENT SURVEY CONTROL
 HX1895  ___________________________________________________________________
 HX1895* NAD 83(1986)-  38 11 23.     (N)    081 21 23.     (W)     SCALED    
 HX1895* NAVD 88     -       193.437  (meters)     634.63   (feet)  ADJUSTED  
 HX1895  ___________________________________________________________________
 HX1895  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HX1895  DYNAMIC HT  -         193.300 (meters)     634.19  (feet)  COMP
 HX1895  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 HX1895
 HX1895  VERT ORDER  -  FIRST     CLASS II
 HX1895
 HX1895.The horizontal coordinates were scaled from a topographic map and have
 HX1895.an estimated accuracy of +/- 6 seconds.
 HX1895
 HX1895.The orthometric height was determined by differential leveling
 HX1895.and adjusted by the National Geodetic Survey in June 1991..
 HX1895
 HX1895.The geoid height was determined by GEOID03.
 HX1895
 HX1895.The dynamic height is computed by dividing the NAVD 88
 HX1895.geopotential number by the normal gravity value computed on the
 HX1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1895.degrees latitude (g = 980.6199 gals.).
 HX1895
 HX1895.The modeled gravity was interpolated from observed gravity values.
 HX1895
 HX1895;                    North         East    Units  Estimated Accuracy
 HX1895;SPC WV S     -   132,110.      568,780.      MT  (+/- 180 meters Scaled)
 HX1895
 HX1895                          SUPERSEDED SURVEY CONTROL
 HX1895
 HX1895  NGVD 29 (??/??/92)  193.628  (m)          635.26   (f) ADJ UNCH    1 2
 HX1895
 HX1895.Superseded values are not recommended for survey control.
 HX1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1895.See file dsdata.txt to determine how the superseded data were derived.
 HX1895
 HX1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC687269(NAD 83)
 HX1895_MARKER: DB = BENCH MARK DISK
 HX1895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1895_SP_SET: CULVERT
 HX1895_STAMPING: Q 204 1959
 HX1895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1895
 HX1895  HISTORY     - Date     Condition        Report By
 HX1895  HISTORY     - 1959     MONUMENTED       CGS
 HX1895
 HX1895                          STATION DESCRIPTION
 HX1895
 HX1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1895'3 MI W FROM SMITHERS.
 HX1895'ABOUT 3.0 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX1895'THE STATION AT SMITHERS, ABOUT 17 1/2 RAILS EAST OF MILEPOST
 HX1895'150, 7 FEET SOUTH OF THE SOUTH RAIL, 46 FEET SOUTH OF AND ACROSS
 HX1895'THE TRACK FROM THE CENTER LINE OF THE HIGHWAY (U.S. HIGHWAY 21
 HX1895'AND 60), IN TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL
 HX1895'OF A 8-FOOT ROCK CULVERT UNDER THE TRACK, 1 FOOT WEST OF THE
 HX1895'EAST END OF THE HEAD WALL, AND ABOUT 1/2 FOOT BELOW THE LEVEL
 HX1895'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2049 ***********************************************************************
 HX2049  DESIGNATION -  Q 205
 HX2049  PID         -  HX2049
 HX2049  STATE/COUNTY-  WV/KANAWHA
 HX2049  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2049
 HX2049                         *CURRENT SURVEY CONTROL
 HX2049  ___________________________________________________________________
 HX2049* NAD 83(1986)-  38 17 47.     (N)    081 33 27.     (W)     SCALED    
 HX2049* NAVD 88     -       196.213  (meters)     643.74   (feet)  ADJUSTED  
 HX2049  ___________________________________________________________________
 HX2049  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HX2049  DYNAMIC HT  -         196.075 (meters)     643.29  (feet)  COMP
 HX2049  MODELED GRAV-     979,924.2   (mgal)                       NAVD 88
 HX2049
 HX2049  VERT ORDER  -  FIRST     CLASS II
 HX2049
 HX2049.The horizontal coordinates were scaled from a topographic map and have
 HX2049.an estimated accuracy of +/- 6 seconds.
 HX2049
 HX2049.The orthometric height was determined by differential leveling
 HX2049.and adjusted by the National Geodetic Survey in June 1991..
 HX2049
 HX2049.The geoid height was determined by GEOID03.
 HX2049
 HX2049.The dynamic height is computed by dividing the NAVD 88
 HX2049.geopotential number by the normal gravity value computed on the
 HX2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2049.degrees latitude (g = 980.6199 gals.).
 HX2049
 HX2049.The modeled gravity was interpolated from observed gravity values.
 HX2049
 HX2049;                    North         East    Units  Estimated Accuracy
 HX2049;SPC WV S     -   144,030.      551,240.      MT  (+/- 180 meters Scaled)
 HX2049
 HX2049                          SUPERSEDED SURVEY CONTROL
 HX2049
 HX2049  NGVD 29 (??/??/92)  196.408  (m)          644.38   (f) ADJ UNCH    1 2
 HX2049
 HX2049.Superseded values are not recommended for survey control.
 HX2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2049.See file dsdata.txt to determine how the superseded data were derived.
 HX2049
 HX2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC512388(NAD 83)
 HX2049_MARKER: DB = BENCH MARK DISK
 HX2049_SETTING: 66 = SET IN ROCK OUTCROP
 HX2049_SP_SET: ROCK LEDGE
 HX2049_STAMPING: Q 205 1959
 HX2049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2049+STABILITY: POSITION/ELEVATION WELL
 HX2049
 HX2049  HISTORY     - Date     Condition        Report By
 HX2049  HISTORY     - 1959     MONUMENTED       CGS
 HX2049
 HX2049                          STATION DESCRIPTION
 HX2049
 HX2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX2049'4.6 MI NW FROM BELLE.
 HX2049'ABOUT 4.6 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2049'FROM THE STATION AT BELLE, 0.2 MILE NORTH ALONG U.S. HIGHWAY 21
 HX2049'AND 60 FROM ITS CROSSING WITH THE RAILROAD, 0.3 MILE SOUTH ALONG
 HX2049'THE HIGHWAY FROM THE SOUTH END OF A BRIDGE OVER A PAVED ROAD
 HX2049'LEADING SOUTHEAST ALONG GEORGES CREEK, ABOUT 60 YARDS EAST OF
 HX2049'THE TRACK, AT MILEPOST 132, ALONG THE EAST SIDE OF THE HIGHWAY,
 HX2049'SET IN THE TOP OF A LEDGE OF ROCK 1-FOOT WIDE BY 3-FEET LONG ON
 HX2049'THE WEST FACE OF A ROCK 60-FOOT LONG BY 6-FEET HIGH, 25 FEET
 HX2049'EAST OF THE CENTER LINE OF THE EAST LANE (NORTH BOUND) OF
 HX2049'THE HIGHWAY, 21 FEET SOUTH OF THE NORTH END OF THE TRACK, 1 FOOT
 HX2049'SOUTH OF THE NORTH END OF THE LEDGE, ABOUT 40 FEET ABOVE THE
 HX2049'TRACK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0782 ***********************************************************************
 GX0782  DESIGNATION -  Q 206
 GX0782  PID         -  GX0782
 GX0782  STATE/COUNTY-  WV/FAYETTE
 GX0782  USGS QUAD   -  DANESE (1987)
 GX0782
 GX0782                         *CURRENT SURVEY CONTROL
 GX0782  ___________________________________________________________________
 GX0782* NAD 83(1986)-  37 58 23.     (N)    080 56 16.     (W)     SCALED    
 GX0782* NAVD 88     -       787.798  (meters)    2584.63   (feet)  ADJUSTED  
 GX0782  ___________________________________________________________________
 GX0782  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX0782  DYNAMIC HT  -         787.147 (meters)    2582.50  (feet)  COMP
 GX0782  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 GX0782
 GX0782  VERT ORDER  -  SECOND    CLASS 0
 GX0782
 GX0782.The horizontal coordinates were scaled from a topographic map and have
 GX0782.an estimated accuracy of +/- 6 seconds.
 GX0782
 GX0782.The orthometric height was determined by differential leveling
 GX0782.and adjusted by the National Geodetic Survey in June 1991..
 GX0782
 GX0782.The geoid height was determined by GEOID03.
 GX0782
 GX0782.The dynamic height is computed by dividing the NAVD 88
 GX0782.geopotential number by the normal gravity value computed on the
 GX0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0782.degrees latitude (g = 980.6199 gals.).
 GX0782
 GX0782.The modeled gravity was interpolated from observed gravity values.
 GX0782
 GX0782;                    North         East    Units  Estimated Accuracy
 GX0782;SPC WV S     -   108,000.      605,470.      MT  (+/- 180 meters Scaled)
 GX0782
 GX0782                          SUPERSEDED SURVEY CONTROL
 GX0782
 GX0782  NGVD 29 (??/??/92)  787.947  (m)         2585.12   (f) ADJ UNCH    2 0
 GX0782
 GX0782.Superseded values are not recommended for survey control.
 GX0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0782.See file dsdata.txt to determine how the superseded data were derived.
 GX0782
 GX0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC054028(NAD 83)
 GX0782_MARKER: DB = BENCH MARK DISK
 GX0782_SETTING: 66 = SET IN ROCK OUTCROP
 GX0782_SP_SET: ROCK LEDGE
 GX0782_STAMPING: Q 206 1961
 GX0782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0782+STABILITY: POSITION/ELEVATION WELL
 GX0782
 GX0782  HISTORY     - Date     Condition        Report By
 GX0782  HISTORY     - 1961     MONUMENTED       CGS
 GX0782
 GX0782                          STATION DESCRIPTION
 GX0782
 GX0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0782'0.4 MI S FROM LANDISBURG.
 GX0782'ABOUT 0.35 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0782'AT LANDISBURG, 0.5 MILE NORTHWEST OF A SMALL CEMETERY WHICH IS
 GX0782'LOCATED ON THE NORTHEAST SIDE OF THE HIGHWAY, AT THE OUTSIDE OF
 GX0782'A SHARP CURVE, ABOUT 30 YARDS NORTH OF THE JUNCTION OF THE NORTH
 GX0782'DRIVE LEADING WEST TO A LARGE SAWMILL, SET ON THE TOP OF A ROCK
 GX0782'LEDGE THAT IS 8 FEET WIDE AND 1 FOOT LONG, 23 FEET WEST OF THE
 GX0782'CENTER LINE OF THE HIGHWAY, 1 1/2 FEET WEST OF THE EAST EDGE OF
 GX0782'THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0789 ***********************************************************************
 GX0789  DESIGNATION -  Q 207
 GX0789  PID         -  GX0789
 GX0789  STATE/COUNTY-  WV/FAYETTE
 GX0789  USGS QUAD   -  DANESE (1987)
 GX0789
 GX0789                         *CURRENT SURVEY CONTROL
 GX0789  ___________________________________________________________________
 GX0789* NAD 83(1986)-  37 55 20.     (N)    080 53 40.     (W)     SCALED    
 GX0789* NAVD 88     -       808.805  (meters)    2653.55   (feet)  ADJUSTED  
 GX0789  ___________________________________________________________________
 GX0789  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX0789  DYNAMIC HT  -         808.127 (meters)    2651.33  (feet)  COMP
 GX0789  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 GX0789
 GX0789  VERT ORDER  -  SECOND    CLASS 0
 GX0789
 GX0789.The horizontal coordinates were scaled from a topographic map and have
 GX0789.an estimated accuracy of +/- 6 seconds.
 GX0789
 GX0789.The orthometric height was determined by differential leveling
 GX0789.and adjusted by the National Geodetic Survey in June 1991..
 GX0789
 GX0789.The geoid height was determined by GEOID03.
 GX0789
 GX0789.The dynamic height is computed by dividing the NAVD 88
 GX0789.geopotential number by the normal gravity value computed on the
 GX0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0789.degrees latitude (g = 980.6199 gals.).
 GX0789
 GX0789.The modeled gravity was interpolated from observed gravity values.
 GX0789
 GX0789;                    North         East    Units  Estimated Accuracy
 GX0789;SPC WV S     -   102,360.      609,280.      MT  (+/- 180 meters Scaled)
 GX0789
 GX0789                          SUPERSEDED SURVEY CONTROL
 GX0789
 GX0789  NGVD 29 (??/??/92)  808.948  (m)         2654.02   (f) ADJ UNCH    2 0
 GX0789
 GX0789.Superseded values are not recommended for survey control.
 GX0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0789.See file dsdata.txt to determine how the superseded data were derived.
 GX0789
 GX0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB092971(NAD 83)
 GX0789_MARKER: DB = BENCH MARK DISK
 GX0789_SETTING: 66 = SET IN ROCK OUTCROP
 GX0789_SP_SET: ROCK LEDGE
 GX0789_STAMPING: Q 207 1961
 GX0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0789+STABILITY: POSITION/ELEVATION WELL
 GX0789
 GX0789  HISTORY     - Date     Condition        Report By
 GX0789  HISTORY     - 1961     MONUMENTED       CGS
 GX0789
 GX0789                          STATION DESCRIPTION
 GX0789
 GX0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0789'1 MI SE FROM DANESE.
 GX0789'ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0789'AT DANESE, THENCE 0.9 MILE SOUTHEAST ALONG A BLACK TOP ROAD
 GX0789'LEADING TO MEADOW BRIDGE, 0.1 MILE EAST OF AN 8-FOOT CONCRETE
 GX0789'BOX CULVERT UNDER THE ROAD, ON THE WEST SLOPE OF A HILL, SET ON
 GX0789'THE TOP OF A LARGE FLAT LEDGE OF ROCK, NEAR THE WEST END OF A CUT,
 GX0789'28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET
 GX0789'EAST OF THE WEST END OF THE LEDGE AND 3 1/2 FEET ABOVE THE LEVEL
 GX0789'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0813 ***********************************************************************
 GX0813  DESIGNATION -  Q 208
 GX0813  PID         -  GX0813
 GX0813  STATE/COUNTY-  WV/SUMMERS
 GX0813  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0813
 GX0813                         *CURRENT SURVEY CONTROL
 GX0813  ___________________________________________________________________
 GX0813* NAD 83(1986)-  37 50 24.     (N)    080 49 17.     (W)     SCALED    
 GX0813* NAVD 88     -       687.776  (meters)    2256.48   (feet)  ADJUSTED  
 GX0813  ___________________________________________________________________
 GX0813  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX0813  DYNAMIC HT  -         687.212 (meters)    2254.63  (feet)  COMP
 GX0813  MODELED GRAV-     979,786.4   (mgal)                       NAVD 88
 GX0813
 GX0813  VERT ORDER  -  SECOND    CLASS 0
 GX0813
 GX0813.The horizontal coordinates were scaled from a topographic map and have
 GX0813.an estimated accuracy of +/- 6 seconds.
 GX0813
 GX0813.The orthometric height was determined by differential leveling
 GX0813.and adjusted by the National Geodetic Survey in June 1991..
 GX0813
 GX0813.The geoid height was determined by GEOID03.
 GX0813
 GX0813.The dynamic height is computed by dividing the NAVD 88
 GX0813.geopotential number by the normal gravity value computed on the
 GX0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0813.degrees latitude (g = 980.6199 gals.).
 GX0813
 GX0813.The modeled gravity was interpolated from observed gravity values.
 GX0813
 GX0813;                    North         East    Units  Estimated Accuracy
 GX0813;SPC WV S     -    93,250.      615,720.      MT  (+/- 180 meters Scaled)
 GX0813
 GX0813                          SUPERSEDED SURVEY CONTROL
 GX0813
 GX0813  NGVD 29 (??/??/92)  687.937  (m)         2257.01   (f) ADJ UNCH    2 0
 GX0813
 GX0813.Superseded values are not recommended for survey control.
 GX0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0813.See file dsdata.txt to determine how the superseded data were derived.
 GX0813
 GX0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB157880(NAD 83)
 GX0813_MARKER: DB = BENCH MARK DISK
 GX0813_SETTING: 66 = SET IN ROCK OUTCROP
 GX0813_SP_SET: ROCK CUT
 GX0813_STAMPING: Q 208 1961
 GX0813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0813+STABILITY: POSITION/ELEVATION WELL
 GX0813
 GX0813  HISTORY     - Date     Condition        Report By
 GX0813  HISTORY     - 1961     MONUMENTED       CGS
 GX0813
 GX0813                          STATION DESCRIPTION
 GX0813
 GX0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0813'2.7 MI SE FROM MEADOW BRIDGE.
 GX0813'ABOUT 2.7 MILES SOUTHEAST ALONG THE STATE HIGHWAY 20 FROM THE
 GX0813'CHESAPEAKE AND OHIO RAILWAY STATION AT MEADOW BRIDGE, ABOUT 1.95
 GX0813'MILES NORTH OF THE CHURCH OF CHRIST AT ELTON, ABOUT 0.6 MILE
 GX0813'WEST OF THE JUNCTION OF COUNTY ROAD NO. 2, ALONG THE EAST SLOPE
 GX0813'OF A MOUNTAIN, AT THE INSIDE OF A LONG CURVE, SET VERTICALLY IN
 GX0813'THE SOUTH FACE OF A LARGE ROCK CUT, 22 FEET NORTH OF THE CENTER
 GX0813'LINE OF THE HIGHWAY, 210 FEET SOUTHEAST OF THE NORTHWEST END OF
 GX0813'THE CUT AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0969 ***********************************************************************
 GX0969  DESIGNATION -  Q 209
 GX0969  PID         -  GX0969
 GX0969  STATE/COUNTY-  WV/FAYETTE
 GX0969  USGS QUAD   -  DANESE (1987)
 GX0969
 GX0969                         *CURRENT SURVEY CONTROL
 GX0969  ___________________________________________________________________
 GX0969* NAD 83(1986)-  37 57 31.     (N)    080 52 29.     (W)     SCALED    
 GX0969* NAVD 88     -       910.559  (meters)    2987.39   (feet)  ADJUSTED  
 GX0969  ___________________________________________________________________
 GX0969  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX0969  DYNAMIC HT  -         909.798 (meters)    2984.90  (feet)  COMP
 GX0969  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 GX0969
 GX0969  VERT ORDER  -  SECOND    CLASS 0
 GX0969
 GX0969.The horizontal coordinates were scaled from a topographic map and have
 GX0969.an estimated accuracy of +/- 6 seconds.
 GX0969
 GX0969.The orthometric height was determined by differential leveling
 GX0969.and adjusted by the National Geodetic Survey in June 1991..
 GX0969
 GX0969.The geoid height was determined by GEOID03.
 GX0969
 GX0969.The dynamic height is computed by dividing the NAVD 88
 GX0969.geopotential number by the normal gravity value computed on the
 GX0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0969.degrees latitude (g = 980.6199 gals.).
 GX0969
 GX0969.The modeled gravity was interpolated from observed gravity values.
 GX0969
 GX0969;                    North         East    Units  Estimated Accuracy
 GX0969;SPC WV S     -   106,400.      611,010.      MT  (+/- 180 meters Scaled)
 GX0969
 GX0969                          SUPERSEDED SURVEY CONTROL
 GX0969
 GX0969  NGVD 29 (??/??/92)  910.704  (m)         2987.87   (f) ADJ UNCH    2 0
 GX0969
 GX0969.Superseded values are not recommended for survey control.
 GX0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0969.See file dsdata.txt to determine how the superseded data were derived.
 GX0969
 GX0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC110012(NAD 83)
 GX0969_MARKER: DB = BENCH MARK DISK
 GX0969_SETTING: 66 = SET IN ROCK OUTCROP
 GX0969_SP_SET: ROCK
 GX0969_STAMPING: Q 209 1961
 GX0969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0969+STABILITY: POSITION/ELEVATION WELL
 GX0969
 GX0969  HISTORY     - Date     Condition        Report By
 GX0969  HISTORY     - 1961     MONUMENTED       CGS
 GX0969
 GX0969                          STATION DESCRIPTION
 GX0969
 GX0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0969'5.1 MI SE FROM LANDISBURG.
 GX0969'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0969'AT LANDISBURG, THENCE 3.2 MILES EAST ALONG A GRADED ROAD AND A
 GX0969'ROUGH CROOKED MOUNTAIN ROAD, ABOUT 0.15 MILE SOUTHWEST OF THE
 GX0969'SOUTHWEST CORNER OF A LARGE OPEN FIELD ON TOP OF A RIDGE, AT A
 GX0969'HEAVILY WOODED AREA, SET ON THE TOP OF THE SOUTH CORNER OF A
 GX0969'10-BY-8-FEET LONG ROCK THAT PROJECTS 2 1/2 FEET ABOVE THE LEVEL OF
 GX0969'THE GROUND, 9 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET NORTH
 GX0969'OF THE SOUTH CORNER OF THE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF
 GX0969'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1066 ***********************************************************************
 KY1066  DESIGNATION -  Q 21
 KY1066  PID         -  KY1066
 KY1066  STATE/COUNTY-  WV/HANCOCK
 KY1066  USGS QUAD   -  EAST LIVERPOOL SOUTH (1985)
 KY1066
 KY1066                         *CURRENT SURVEY CONTROL
 KY1066  ___________________________________________________________________
 KY1066* NAD 83(1986)-  40 30 51.     (N)    080 37 03.     (W)     SCALED    
 KY1066* NAVD 88     -       205.280  (meters)     673.49   (feet)  ADJUSTED  
 KY1066  ___________________________________________________________________
 KY1066  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KY1066  DYNAMIC HT  -         205.174 (meters)     673.14  (feet)  COMP
 KY1066  MODELED GRAV-     980,105.2   (mgal)                       NAVD 88
 KY1066
 KY1066  VERT ORDER  -  FIRST     CLASS II
 KY1066
 KY1066.The horizontal coordinates were scaled from a topographic map and have
 KY1066.an estimated accuracy of +/- 6 seconds.
 KY1066
 KY1066.The orthometric height was determined by differential leveling
 KY1066.and adjusted by the National Geodetic Survey in June 1991..
 KY1066.WARNING-Repeat measurements at this control monument indicate possible
 KY1066.vertical movement.
 KY1066
 KY1066.The geoid height was determined by GEOID03.
 KY1066
 KY1066.The dynamic height is computed by dividing the NAVD 88
 KY1066.geopotential number by the normal gravity value computed on the
 KY1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1066.degrees latitude (g = 980.6199 gals.).
 KY1066
 KY1066.The modeled gravity was interpolated from observed gravity values.
 KY1066
 KY1066;                    North         East    Units  Estimated Accuracy
 KY1066;SPC WV N     -   224,210.      505,290.      MT  (+/- 180 meters Scaled)
 KY1066
 KY1066                          SUPERSEDED SURVEY CONTROL
 KY1066
 KY1066  NGVD 29 (??/??/92)  205.472  (m)          674.12   (f) ADJ UNCH    1 2
 KY1066
 KY1066.Superseded values are not recommended for survey control.
 KY1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1066.See file dsdata.txt to determine how the superseded data were derived.
 KY1066
 KY1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE324848(NAD 83)
 KY1066_MARKER: DB = BENCH MARK DISK
 KY1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1066_STAMPING: Q 21 1935
 KY1066_MARK LOGO: CGS   
 KY1066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY1066+STABILITY: POSITION/ELEVATION WELL
 KY1066
 KY1066  HISTORY     - Date     Condition        Report By
 KY1066  HISTORY     - 1935     MONUMENTED       CGS
 KY1066  HISTORY     - 1983     GOOD             NGS
 KY1066
 KY1066                          STATION DESCRIPTION
 KY1066
 KY1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY1066'1.2 MI NW FROM NEW CUMBERLAND.
 KY1066'ABOUT 1.2 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY1066'THE STATION AT NEW CUMBERLAND, HANCOCK COUNTY, ABOUT 180 FEET
 KY1066'SOUTH OF POLE 8+35, ON THE SOUTH END OF THE EAST HEADWALL OF
 KY1066'CONCRETE BRIDGE 8.91 OVER A CREEK, AND ABOUT 18 INCHES HIGHER THAN
 KY1066'THE TRACK.  A STANDARD DISK STAMPED Q 21 1935 AND SET IN THE TOP
 KY1066'OF A CONCRETE POST.
 KY1066
 KY1066                          STATION RECOVERY (1983)
 KY1066
 KY1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY1066'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.4 KM
 KY1066'(1.5 MI) NORTH ALONG STATE HIGHWAY 2 FROM THE POST OFFICE IN NEW
 KY1066'CUMBERLAND TO THE MARK ON THE LEFT, IN TOP OF THE SOUTH END OF THE
 KY1066'EAST HEADWALL OF A CONCRETE RAILROAD BRIDGE OVER DEEP GUT RUN,
 KY1066'2.41 METERS (7.9 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 0.40 METER
 KY1066'(1.3 FT) NORTH OF THE SOUTH END OF THE HEADWALL.  NOTE--THE DISK HAS
 KY1066'BEEN STRUCK AND IS BARELY LEGIBLE.
 KY1066'THE MARK IS 0.30 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0934 ***********************************************************************
 GX0934  DESIGNATION -  Q 210
 GX0934  PID         -  GX0934
 GX0934  STATE/COUNTY-  WV/GREENBRIER
 GX0934  USGS QUAD   -  RUPERT (1981)
 GX0934
 GX0934                         *CURRENT SURVEY CONTROL
 GX0934  ___________________________________________________________________
 GX0934* NAD 83(1986)-  37 57 47.     (N)    080 41 21.     (W)     SCALED    
 GX0934* NAVD 88     -       743.477  (meters)    2439.22   (feet)  ADJUSTED  
 GX0934  ___________________________________________________________________
 GX0934  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GX0934  DYNAMIC HT  -         742.857 (meters)    2437.19  (feet)  COMP
 GX0934  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 GX0934
 GX0934  VERT ORDER  -  SECOND    CLASS 0
 GX0934
 GX0934.The horizontal coordinates were scaled from a topographic map and have
 GX0934.an estimated accuracy of +/- 6 seconds.
 GX0934
 GX0934.The orthometric height was determined by differential leveling
 GX0934.and adjusted by the National Geodetic Survey in June 1991..
 GX0934
 GX0934.The geoid height was determined by GEOID03.
 GX0934
 GX0934.The dynamic height is computed by dividing the NAVD 88
 GX0934.geopotential number by the normal gravity value computed on the
 GX0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0934.degrees latitude (g = 980.6199 gals.).
 GX0934
 GX0934.The modeled gravity was interpolated from observed gravity values.
 GX0934
 GX0934;                    North         East    Units  Estimated Accuracy
 GX0934;SPC WV S     -   106,930.      627,310.      MT  (+/- 180 meters Scaled)
 GX0934
 GX0934                          SUPERSEDED SURVEY CONTROL
 GX0934
 GX0934  NGVD 29 (??/??/92)  743.617  (m)         2439.68   (f) ADJ UNCH    2 0
 GX0934
 GX0934.Superseded values are not recommended for survey control.
 GX0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0934.See file dsdata.txt to determine how the superseded data were derived.
 GX0934
 GX0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC273017(NAD 83)
 GX0934_MARKER: DD = SURVEY DISK
 GX0934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0934_SP_SET: BUILDING
 GX0934_STAMPING: Q 210 1961
 GX0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0934
 GX0934  HISTORY     - Date     Condition        Report By
 GX0934  HISTORY     - 1961     MONUMENTED       CGS
 GX0934
 GX0934                          STATION DESCRIPTION
 GX0934
 GX0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0934'AT RUPERT.
 GX0934'AT RUPERT, ALONG U.S. HIGHWAY 60, 75 YARDS SOUTHEAST OF THE
 GX0934'POST OFFICE, SET VERTICALLY IN THE SOUTHEAST FACE OF THE EAST
 GX0934'CORNER OF THE GAULEY COAL LAND COMPANY BUILDING (THE OLD BANK
 GX0934'BUILDING), 8 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE HIGHWAY,
 GX0934'2 1/2 FEET SOUTHWEST OF THE EAST CORNER OF THE BUILDING AND
 GX0934'1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0882 ***********************************************************************
 GX0882  DESIGNATION -  Q 211
 GX0882  PID         -  GX0882
 GX0882  STATE/COUNTY-  WV/SUMMERS
 GX0882  USGS QUAD   -  TALCOTT (1968)
 GX0882
 GX0882                         *CURRENT SURVEY CONTROL
 GX0882  ___________________________________________________________________
 GX0882* NAD 83(1986)-  37 40 59.     (N)    080 46 54.     (W)     SCALED    
 GX0882* NAVD 88     -       767.019  (meters)    2516.46   (feet)  ADJUSTED  
 GX0882  ___________________________________________________________________
 GX0882  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX0882  DYNAMIC HT  -         766.375 (meters)    2514.35  (feet)  COMP
 GX0882  MODELED GRAV-     979,765.3   (mgal)                       NAVD 88
 GX0882
 GX0882  VERT ORDER  -  SECOND    CLASS 0
 GX0882
 GX0882.The horizontal coordinates were scaled from a topographic map and have
 GX0882.an estimated accuracy of +/- 6 seconds.
 GX0882
 GX0882.The orthometric height was determined by differential leveling
 GX0882.and adjusted by the National Geodetic Survey in June 1991..
 GX0882
 GX0882.The geoid height was determined by GEOID03.
 GX0882
 GX0882.The dynamic height is computed by dividing the NAVD 88
 GX0882.geopotential number by the normal gravity value computed on the
 GX0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0882.degrees latitude (g = 980.6199 gals.).
 GX0882
 GX0882.The modeled gravity was interpolated from observed gravity values.
 GX0882
 GX0882;                    North         East    Units  Estimated Accuracy
 GX0882;SPC WV S     -    75,830.      619,260.      MT  (+/- 180 meters Scaled)
 GX0882
 GX0882                          SUPERSEDED SURVEY CONTROL
 GX0882
 GX0882  NGVD 29 (??/??/92)  767.182  (m)         2517.00   (f) ADJ UNCH    2 0
 GX0882
 GX0882.Superseded values are not recommended for survey control.
 GX0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0882.See file dsdata.txt to determine how the superseded data were derived.
 GX0882
 GX0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB192706(NAD 83)
 GX0882_MARKER: DB = BENCH MARK DISK
 GX0882_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0882_SP_SET: UNSPECIFIED ROCK
 GX0882_STAMPING: Q 211 1961
 GX0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0882
 GX0882  HISTORY     - Date     Condition        Report By
 GX0882  HISTORY     - 1961     MONUMENTED       CGS
 GX0882
 GX0882                          STATION DESCRIPTION
 GX0882
 GX0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0882'2.9 MI SW FROM JUDSON.
 GX0882'ABOUT 0.6 MILE WEST ALONG A BLACK TOP ROAD FROM THE T JUNCTION
 GX0882'AT JUDSON, THENCE 2.3 MILES SOUTH ALONG A GRADED ROAD, AT THE
 GX0882'OUTSIDE OF A CURVE, IN THE EDGE OF A PASTURE, SET ON THE TOP OF
 GX0882'A ROCK WHICH IS PART OF A LARGE MASS OF ROCKS, 65 FEET SOUTHWEST
 GX0882'OF THE CENTER LINE OF THE ROAD, 165 FEET NORTHWEST OF THE SOUTHEAST
 GX0882'END OF THE ROCK, 3 1/2 FEET EAST OF THE WEST EDGE OF THE ROCK,
 GX0882'6 1/2 FEET NORTH OF THE SOUTH EDGE OF THE ROCK, AND 10 FEET
 GX0882'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0868 ***********************************************************************
 GX0868  DESIGNATION -  Q 212
 GX0868  PID         -  GX0868
 GX0868  STATE/COUNTY-  WV/SUMMERS
 GX0868  USGS QUAD   -  ALDERSON (1976)
 GX0868
 GX0868                         *CURRENT SURVEY CONTROL
 GX0868  ___________________________________________________________________
 GX0868* NAD 83(1986)-  37 43 24.     (N)    080 43 43.     (W)     SCALED    
 GX0868* NAVD 88     -       619.960  (meters)    2033.99   (feet)  ADJUSTED  
 GX0868  ___________________________________________________________________
 GX0868  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX0868  DYNAMIC HT  -         619.438 (meters)    2032.27  (feet)  COMP
 GX0868  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 GX0868
 GX0868  VERT ORDER  -  SECOND    CLASS 0
 GX0868
 GX0868.The horizontal coordinates were scaled from a topographic map and have
 GX0868.an estimated accuracy of +/- 6 seconds.
 GX0868
 GX0868.The orthometric height was determined by differential leveling
 GX0868.and adjusted by the National Geodetic Survey in June 1991..
 GX0868
 GX0868.The geoid height was determined by GEOID03.
 GX0868
 GX0868.The dynamic height is computed by dividing the NAVD 88
 GX0868.geopotential number by the normal gravity value computed on the
 GX0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0868.degrees latitude (g = 980.6199 gals.).
 GX0868
 GX0868.The modeled gravity was interpolated from observed gravity values.
 GX0868
 GX0868;                    North         East    Units  Estimated Accuracy
 GX0868;SPC WV S     -    80,320.      623,930.      MT  (+/- 180 meters Scaled)
 GX0868
 GX0868                          SUPERSEDED SURVEY CONTROL
 GX0868
 GX0868  NGVD 29 (??/??/92)  620.119  (m)         2034.51   (f) ADJ UNCH    2 0
 GX0868
 GX0868.Superseded values are not recommended for survey control.
 GX0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0868.See file dsdata.txt to determine how the superseded data were derived.
 GX0868
 GX0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB239751(NAD 83)
 GX0868_MARKER: DB = BENCH MARK DISK
 GX0868_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0868_SP_SET: UNSPECIFIED ROCK
 GX0868_STAMPING: Q 212 1961
 GX0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0868
 GX0868  HISTORY     - Date     Condition        Report By
 GX0868  HISTORY     - 1961     MONUMENTED       CGS
 GX0868
 GX0868                          STATION DESCRIPTION
 GX0868
 GX0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0868'5.7 MI W FROM ALDERSON.
 GX0868'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0868'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 3.4 MILES
 GX0868'WEST ALONG A BLACK TOP ROAD, AT A Y JUNCTION, (THE ROAD LEADING
 GX0868'NORTHWEST TO JUDSON, THE ROAD LEADING SOUTHWEST TO PENCE SPRINGS),
 GX0868'SET ON THE TOP OF THE NORTH END OF A FLAT ROCK THAT IS ABOUT 12
 GX0868'FEET LONG AND 5 FEET WIDE AND COVERED WITH ABOUT 1/2 FOOT OF DIRT,
 GX0868'37 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 75 FEET
 GX0868'SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE ROADS, 1 1/2 FEET
 GX0868'SOUTH OF THE NORTH END OF THE ROCK AND ABOUT 3 FEET ABOVE THE
 GX0868'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0988 ***********************************************************************
 GX0988  DESIGNATION -  Q 213
 GX0988  PID         -  GX0988
 GX0988  STATE/COUNTY-  WV/SUMMERS
 GX0988  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0988
 GX0988                         *CURRENT SURVEY CONTROL
 GX0988  ___________________________________________________________________
 GX0988* NAD 83(1986)-  37 48 20.     (N)    080 48 43.     (W)     SCALED    
 GX0988* NAVD 88     -       474.211  (meters)    1555.81   (feet)  ADJUSTED  
 GX0988  ___________________________________________________________________
 GX0988  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0988  DYNAMIC HT  -         473.827 (meters)    1554.55  (feet)  COMP
 GX0988  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GX0988
 GX0988  VERT ORDER  -  SECOND    CLASS 0
 GX0988
 GX0988.The horizontal coordinates were scaled from a topographic map and have
 GX0988.an estimated accuracy of +/- 6 seconds.
 GX0988
 GX0988.The orthometric height was determined by differential leveling
 GX0988.and adjusted by the National Geodetic Survey in June 1991..
 GX0988
 GX0988.The geoid height was determined by GEOID03.
 GX0988
 GX0988.The dynamic height is computed by dividing the NAVD 88
 GX0988.geopotential number by the normal gravity value computed on the
 GX0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0988.degrees latitude (g = 980.6199 gals.).
 GX0988
 GX0988.The modeled gravity was interpolated from observed gravity values.
 GX0988
 GX0988;                    North         East    Units  Estimated Accuracy
 GX0988;SPC WV S     -    89,420.      616,560.      MT  (+/- 180 meters Scaled)
 GX0988
 GX0988                          SUPERSEDED SURVEY CONTROL
 GX0988
 GX0988  NGVD 29 (??/??/92)  474.380  (m)         1556.36   (f) ADJ UNCH    2 0
 GX0988
 GX0988.Superseded values are not recommended for survey control.
 GX0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0988.See file dsdata.txt to determine how the superseded data were derived.
 GX0988
 GX0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB165842(NAD 83)
 GX0988_MARKER: DB = BENCH MARK DISK
 GX0988_SETTING: 66 = SET IN ROCK OUTCROP
 GX0988_SP_SET: ROCK
 GX0988_STAMPING: Q 213 1961
 GX0988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0988+STABILITY: POSITION/ELEVATION WELL
 GX0988
 GX0988  HISTORY     - Date     Condition        Report By
 GX0988  HISTORY     - 1961     MONUMENTED       CGS
 GX0988
 GX0988                          STATION DESCRIPTION
 GX0988
 GX0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0988'1.8 MI SE FROM ELTON.
 GX0988'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE CHURCH
 GX0988'OF CHRIST AT ELTON, THENCE 0.35 MILE SOUTHEAST ALONG A BLACK TOP
 GX0988'ROAD, ABOUT 0.3 MILE SOUTH OF THE GRADE SCHOOL AT GREEN SULPHUR,
 GX0988'ABOUT 0.2 MILE SOUTHEAST OF A 30-FOOT BRIDGE OVER FISH CREEK, AT
 GX0988'THE OUTSIDE OF A CURVE, SET VERTICALLY IN THE SOUTHWEST FACE OF
 GX0988'A ROCK THAT IS 10 FEET HIGH AND 4 FEET WIDE, (PART OF A HIGH CUT
 GX0988'BANK) 14 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET
 GX0988'NORTHWEST OF THE SOUTHEAST END OF THE ROCK, AND 3 FEET ABOVE THE
 GX0988'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0925 ***********************************************************************
 GX0925  DESIGNATION -  Q 214
 GX0925  PID         -  GX0925
 GX0925  STATE/COUNTY-  WV/GREENBRIER
 GX0925  USGS QUAD   -  RUPERT (1981)
 GX0925
 GX0925                         *CURRENT SURVEY CONTROL
 GX0925  ___________________________________________________________________
 GX0925* NAD 83(1986)-  37 54 31.     (N)    080 40 03.     (W)     SCALED    
 GX0925* NAVD 88     -       763.550  (meters)    2505.08   (feet)  ADJUSTED  
 GX0925  ___________________________________________________________________
 GX0925  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX0925  DYNAMIC HT  -         762.910 (meters)    2502.98  (feet)  COMP
 GX0925  MODELED GRAV-     979,765.3   (mgal)                       NAVD 88
 GX0925
 GX0925  VERT ORDER  -  SECOND    CLASS 0
 GX0925
 GX0925.The horizontal coordinates were scaled from a topographic map and have
 GX0925.an estimated accuracy of +/- 6 seconds.
 GX0925
 GX0925.The orthometric height was determined by differential leveling
 GX0925.and adjusted by the National Geodetic Survey in June 1991..
 GX0925
 GX0925.The geoid height was determined by GEOID03.
 GX0925
 GX0925.The dynamic height is computed by dividing the NAVD 88
 GX0925.geopotential number by the normal gravity value computed on the
 GX0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0925.degrees latitude (g = 980.6199 gals.).
 GX0925
 GX0925.The modeled gravity was interpolated from observed gravity values.
 GX0925
 GX0925;                    North         East    Units  Estimated Accuracy
 GX0925;SPC WV S     -   100,900.      629,240.      MT  (+/- 180 meters Scaled)
 GX0925
 GX0925                          SUPERSEDED SURVEY CONTROL
 GX0925
 GX0925  NGVD 29 (??/??/92)  763.696  (m)         2505.56   (f) ADJ UNCH    2 0
 GX0925
 GX0925.Superseded values are not recommended for survey control.
 GX0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0925.See file dsdata.txt to determine how the superseded data were derived.
 GX0925
 GX0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB292957(NAD 83)
 GX0925_MARKER: DB = BENCH MARK DISK
 GX0925_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0925_SP_SET: UNSPECIFIED ROCK
 GX0925_STAMPING: Q 214 1961
 GX0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0925
 GX0925  HISTORY     - Date     Condition        Report By
 GX0925  HISTORY     - 1961     MONUMENTED       CGS
 GX0925
 GX0925                          STATION DESCRIPTION
 GX0925
 GX0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0925'1 MI W FROM MEADOW BLUFF.
 GX0925'ABOUT 1.05 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX0925'AT MEADOW BLUFF, 140 YARDS SOUTHEAST OF THE JUNCTION OF A SIDE
 GX0925'ROAD LEADING SOUTH, ABOUT 0.25 MILE WEST OF A BRIDGE OVER
 GX0925'METHODIST BRANCH, ON THE SOUTHEAST SLOPE OF A HILL, AT THE
 GX0925'INSIDE OF A CURVE, SET ON THE TOP OF A FLAT ROCK THAT IS 20 FEET
 GX0925'LONG AND 1 FOOT HIGH AND GOES BACK UNDER A HIGH BANK, 13 FEET
 GX0925'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET NORTHEAST
 GX0925'OF THE SOUTHWEST END OF THE ROCK AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0122 ***********************************************************************
 GX0122  DESIGNATION -  Q 215
 GX0122  PID         -  GX0122
 GX0122  STATE/COUNTY-  WV/GREENBRIER
 GX0122  USGS QUAD   -  LEWISBURG (1979)
 GX0122
 GX0122                         *CURRENT SURVEY CONTROL
 GX0122  ___________________________________________________________________
 GX0122* NAD 83(1986)-  37 47 47.     (N)    080 26 07.     (W)     SCALED    
 GX0122* NAVD 88     -       689.702  (meters)    2262.80   (feet)  ADJUSTED  
 GX0122  ___________________________________________________________________
 GX0122  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GX0122  DYNAMIC HT  -         689.121 (meters)    2260.89  (feet)  COMP
 GX0122  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 GX0122
 GX0122  VERT ORDER  -  FIRST     CLASS II
 GX0122
 GX0122.The horizontal coordinates were scaled from a topographic map and have
 GX0122.an estimated accuracy of +/- 6 seconds.
 GX0122
 GX0122.The orthometric height was determined by differential leveling
 GX0122.and adjusted by the National Geodetic Survey in June 1991..
 GX0122
 GX0122.The geoid height was determined by GEOID03.
 GX0122
 GX0122.The dynamic height is computed by dividing the NAVD 88
 GX0122.geopotential number by the normal gravity value computed on the
 GX0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0122.degrees latitude (g = 980.6199 gals.).
 GX0122
 GX0122.The modeled gravity was interpolated from observed gravity values.
 GX0122
 GX0122;                    North         East    Units  Estimated Accuracy
 GX0122;SPC WV S     -    88,540.      649,740.      MT  (+/- 180 meters Scaled)
 GX0122
 GX0122                          SUPERSEDED SURVEY CONTROL
 GX0122
 GX0122  NGVD 29 (??/??/92)  689.837  (m)         2263.24   (f) ADJ UNCH    1 2
 GX0122
 GX0122.Superseded values are not recommended for survey control.
 GX0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0122.See file dsdata.txt to determine how the superseded data were derived.
 GX0122
 GX0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB497833(NAD 83)
 GX0122_MARKER: DB = BENCH MARK DISK
 GX0122_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX0122_STAMPING: Q 215 1961
 GX0122_MARK LOGO: CGS   
 GX0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0122+STABILITY: SURFACE MOTION
 GX0122
 GX0122  HISTORY     - Date     Condition        Report By
 GX0122  HISTORY     - 1961     MONUMENTED       CGS
 GX0122  HISTORY     - 1983     GOOD             NGS
 GX0122  HISTORY     - 1984     GOOD             NGS
 GX0122
 GX0122                          STATION DESCRIPTION
 GX0122
 GX0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0122'AT LEWISBURG.
 GX0122'AT LEWISBURG, 0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 GX0122'POST OFFICE, NEAR THE JUNCTION OF A BLACK TOP DRIVE LEADING
 GX0122'NORTHEAST, BETWEEN TWO BRICK POST, SET ON THE TOP OF THE EAST
 GX0122'CORNER OF A 4-FOOT SQUARE AND 4 FOOT DEEP CONCRETE CATCH BASIN,
 GX0122'18 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 GX0122'NORTHWEST OF THE CENTER LINE OF THE DRIVE, 1/2 FOOT WEST OF THE
 GX0122'EAST CORNER OF THE CATCH BASIN AND 1/2 FOOT BELOW THE LEVEL OF THE
 GX0122'HIGHWAY.
 GX0122
 GX0122                          STATION RECOVERY (1983)
 GX0122
 GX0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0122'RECOVERED IN GOOD CONDITION.
 GX0122
 GX0122                          STATION RECOVERY (1984)
 GX0122
 GX0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1007 ***********************************************************************
 GX1007  DESIGNATION -  Q 216
 GX1007  PID         -  GX1007
 GX1007  STATE/COUNTY-  WV/GREENBRIER
 GX1007  USGS QUAD   -  ASBURY (1979)
 GX1007
 GX1007                         *CURRENT SURVEY CONTROL
 GX1007  ___________________________________________________________________
 GX1007* NAD 83(1986)-  37 47 39.     (N)    080 35 10.     (W)     SCALED    
 GX1007* NAVD 88     -       530.826  (meters)    1741.55   (feet)  ADJUSTED  
 GX1007  ___________________________________________________________________
 GX1007  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX1007  DYNAMIC HT  -         530.394 (meters)    1740.13  (feet)  COMP
 GX1007  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 GX1007
 GX1007  VERT ORDER  -  SECOND    CLASS 0
 GX1007
 GX1007.The horizontal coordinates were scaled from a topographic map and have
 GX1007.an estimated accuracy of +/- 6 seconds.
 GX1007
 GX1007.The orthometric height was determined by differential leveling
 GX1007.and adjusted by the National Geodetic Survey in June 1991..
 GX1007
 GX1007.The geoid height was determined by GEOID03.
 GX1007
 GX1007.The dynamic height is computed by dividing the NAVD 88
 GX1007.geopotential number by the normal gravity value computed on the
 GX1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1007.degrees latitude (g = 980.6199 gals.).
 GX1007
 GX1007.The modeled gravity was interpolated from observed gravity values.
 GX1007
 GX1007;                    North         East    Units  Estimated Accuracy
 GX1007;SPC WV S     -    88,220.      636,450.      MT  (+/- 180 meters Scaled)
 GX1007
 GX1007                          SUPERSEDED SURVEY CONTROL
 GX1007
 GX1007  NGVD 29 (??/??/92)  530.991  (m)         1742.09   (f) ADJ UNCH    2 0
 GX1007
 GX1007.Superseded values are not recommended for survey control.
 GX1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1007.See file dsdata.txt to determine how the superseded data were derived.
 GX1007
 GX1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB364830(NAD 83)
 GX1007_MARKER: DB = BENCH MARK DISK
 GX1007_SETTING: 66 = SET IN ROCK OUTCROP
 GX1007_SP_SET: ROCK CUT
 GX1007_STAMPING: Q 216 1961
 GX1007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1007+STABILITY: POSITION/ELEVATION WELL
 GX1007
 GX1007  HISTORY     - Date     Condition        Report By
 GX1007  HISTORY     - 1961     MONUMENTED       CGS
 GX1007
 GX1007                          STATION DESCRIPTION
 GX1007
 GX1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1007'2.6 MI SW FROM ASBURY.
 GX1007'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE WEST
 GX1007'POINT BAPTIST CHURCH AT ASBURY, NEAR THE SUMMIT OF A HILL, SET
 GX1007'VERTICALLY IN THE NORTHWEST FACE AND NEAR THE CENTER OF A LONG
 GX1007'ROCK CUT, (THE CUT IS ABOUT 12 FEET HIGH AND THE ROCK PART OF
 GX1007'THE CUT IS ABOUT 6 FEET HIGH), 21 FEET SOUTHEAST OF THE CENTER
 GX1007'LINE OF THE HIGHWAY, 2 FEET ABOVE THE LEVEL OF THE GROUND AND
 GX1007'2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0134 ***********************************************************************
 GX0134  DESIGNATION -  Q 217
 GX0134  PID         -  GX0134
 GX0134  STATE/COUNTY-  WV/GREENBRIER
 GX0134  USGS QUAD   -  LEWISBURG (1979)
 GX0134
 GX0134                         *CURRENT SURVEY CONTROL
 GX0134  ___________________________________________________________________
 GX0134* NAD 83(1986)-  37 52 19.     (N)    080 29 36.     (W)     SCALED    
 GX0134* NAVD 88     -       598.674  (meters)    1964.15   (feet)  ADJUSTED  
 GX0134  ___________________________________________________________________
 GX0134  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX0134  DYNAMIC HT  -         598.183 (meters)    1962.54  (feet)  COMP
 GX0134  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 GX0134
 GX0134  VERT ORDER  -  SECOND    CLASS 0
 GX0134
 GX0134.The horizontal coordinates were scaled from a topographic map and have
 GX0134.an estimated accuracy of +/- 6 seconds.
 GX0134
 GX0134.The orthometric height was determined by differential leveling
 GX0134.and adjusted by the National Geodetic Survey in June 1991..
 GX0134
 GX0134.The geoid height was determined by GEOID03.
 GX0134
 GX0134.The dynamic height is computed by dividing the NAVD 88
 GX0134.geopotential number by the normal gravity value computed on the
 GX0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0134.degrees latitude (g = 980.6199 gals.).
 GX0134
 GX0134.The modeled gravity was interpolated from observed gravity values.
 GX0134
 GX0134;                    North         East    Units  Estimated Accuracy
 GX0134;SPC WV S     -    96,900.      644,580.      MT  (+/- 180 meters Scaled)
 GX0134
 GX0134                          SUPERSEDED SURVEY CONTROL
 GX0134
 GX0134  NGVD 29 (??/??/92)  598.829  (m)         1964.66   (f) ADJ UNCH    2 0
 GX0134
 GX0134.Superseded values are not recommended for survey control.
 GX0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0134.See file dsdata.txt to determine how the superseded data were derived.
 GX0134
 GX0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB445917(NAD 83)
 GX0134_MARKER: DB = BENCH MARK DISK
 GX0134_SETTING: 66 = SET IN ROCK OUTCROP
 GX0134_SP_SET: ROCK
 GX0134_STAMPING: Q 217 1961
 GX0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0134+STABILITY: POSITION/ELEVATION WELL
 GX0134
 GX0134  HISTORY     - Date     Condition        Report By
 GX0134  HISTORY     - 1961     MONUMENTED       CGS
 GX0134  HISTORY     - 1983     GOOD             NGS
 GX0134
 GX0134                          STATION DESCRIPTION
 GX0134
 GX0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0134'6 MI NW FROM LEWISBURG.
 GX0134'ABOUT 5.95 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0134'OFFICE AT LEWISBURG, 0.7 MILE NORTHWEST OF THE JUNCTION OF COUNTY
 GX0134'ROAD NO. 19 LEADING NORTHEAST TO UNUS, 0.25 MILE NORTHWEST OF
 GX0134'A 15 FOOT CONCRETE BRIDGE OVER MILLIGAN CREEK, AT THE INSIDE OF A
 GX0134'LONG CURVE, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK THAT
 GX0134'IS 45 FEET LONG AND 4 FEET HIGH, 23 FEET SOUTHWEST OF THE CENTER
 GX0134'LINE OF THE HIGHWAY, 5 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 GX0134'ROCK AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX0134
 GX0134                          STATION RECOVERY (1983)
 GX0134
 GX0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1988 ***********************************************************************
 HX1988  DESIGNATION -  Q 218
 HX1988  PID         -  HX1988
 HX1988  STATE/COUNTY-  WV/FAYETTE
 HX1988  USGS QUAD   -  ANSTED (1976)
 HX1988
 HX1988                         *CURRENT SURVEY CONTROL
 HX1988  ___________________________________________________________________
 HX1988* NAD 83(1986)-  38 08 56.     (N)    081 05 58.     (W)     SCALED    
 HX1988* NAVD 88     -       462.967  (meters)    1518.92   (feet)  ADJUSTED  
 HX1988  ___________________________________________________________________
 HX1988  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HX1988  DYNAMIC HT  -         462.627 (meters)    1517.80  (feet)  COMP
 HX1988  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 HX1988
 HX1988  VERT ORDER  -  SECOND    CLASS 0
 HX1988
 HX1988.The horizontal coordinates were scaled from a topographic map and have
 HX1988.an estimated accuracy of +/- 6 seconds.
 HX1988
 HX1988.The orthometric height was determined by differential leveling
 HX1988.and adjusted by the National Geodetic Survey in June 1991..
 HX1988
 HX1988.The geoid height was determined by GEOID03.
 HX1988
 HX1988.The dynamic height is computed by dividing the NAVD 88
 HX1988.geopotential number by the normal gravity value computed on the
 HX1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1988.degrees latitude (g = 980.6199 gals.).
 HX1988
 HX1988.The modeled gravity was interpolated from observed gravity values.
 HX1988
 HX1988;                    North         East    Units  Estimated Accuracy
 HX1988;SPC WV S     -   127,520.      591,280.      MT  (+/- 180 meters Scaled)
 HX1988
 HX1988                          SUPERSEDED SURVEY CONTROL
 HX1988
 HX1988  NGVD 29 (??/??/92)  463.148  (m)         1519.51   (f) ADJ UNCH    2 0
 HX1988
 HX1988.Superseded values are not recommended for survey control.
 HX1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1988.See file dsdata.txt to determine how the superseded data were derived.
 HX1988
 HX1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC912223(NAD 83)
 HX1988_MARKER: DB = BENCH MARK DISK
 HX1988_SETTING: 66 = SET IN ROCK OUTCROP
 HX1988_SP_SET: ROCK OUTCROP
 HX1988_STAMPING: Q 218 1961
 HX1988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1988+STABILITY: POSITION/ELEVATION WELL
 HX1988
 HX1988  HISTORY     - Date     Condition        Report By
 HX1988  HISTORY     - 1961     MONUMENTED       CGS
 HX1988
 HX1988                          STATION DESCRIPTION
 HX1988
 HX1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1988'1.4 MI N FROM ANSTED.
 HX1988'ABOUT 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1988'HIGH SCHOOL AT ANSTED, THENCE 1.0 MILE NORTH ALONG A BLACK TOP
 HX1988'ROAD, ABOUT 0.25 MILE NORTH OF A POINT WHERE THE ROAD LEAVES
 HX1988'A RAILROAD SPUR TRACK THAT LEADS TO SEVERAL LARGE COAL TIPPLES,
 HX1988'1.05 MILES SOUTH OF THE SUMMIT OF GAULEY MOUNTAIN, SET IN THE TOP
 HX1988'OF A LARGE FLAT OUTCROP, 20 FEET WEST OF THE CENTER LINE OF THE
 HX1988'ROAD, 60 YARDS NORTH-NORTHEAST AND ACROSS THE ROAD FROM A SMALL
 HX1988'UNPAINTED FRAME HOUSE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1148 ***********************************************************************
 HX1148  DESIGNATION -  Q 219
 HX1148  PID         -  HX1148
 HX1148  STATE/COUNTY-  WV/FAYETTE
 HX1148  USGS QUAD   -  WINONA (1976)
 HX1148
 HX1148                         *CURRENT SURVEY CONTROL
 HX1148  ___________________________________________________________________
 HX1148* NAD 83(1986)-  38 03 36.     (N)    080 57 53.     (W)     SCALED    
 HX1148* NAVD 88     -       744.734  (meters)    2443.35   (feet)  ADJUSTED  
 HX1148  ___________________________________________________________________
 HX1148  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 HX1148  DYNAMIC HT  -         744.136 (meters)    2441.39  (feet)  COMP
 HX1148  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 HX1148
 HX1148  VERT ORDER  -  SECOND    CLASS 0
 HX1148
 HX1148.The horizontal coordinates were scaled from a topographic map and have
 HX1148.an estimated accuracy of +/- 6 seconds.
 HX1148
 HX1148.The orthometric height was determined by differential leveling
 HX1148.and adjusted by the National Geodetic Survey in June 1991..
 HX1148
 HX1148.The geoid height was determined by GEOID03.
 HX1148
 HX1148.The dynamic height is computed by dividing the NAVD 88
 HX1148.geopotential number by the normal gravity value computed on the
 HX1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1148.degrees latitude (g = 980.6199 gals.).
 HX1148
 HX1148.The modeled gravity was interpolated from observed gravity values.
 HX1148
 HX1148;                    North         East    Units  Estimated Accuracy
 HX1148;SPC WV S     -   117,650.      603,100.      MT  (+/- 180 meters Scaled)
 HX1148
 HX1148                          SUPERSEDED SURVEY CONTROL
 HX1148
 HX1148  NGVD 29 (??/??/92)  744.891  (m)         2443.86   (f) ADJ UNCH    2 0
 HX1148
 HX1148.Superseded values are not recommended for survey control.
 HX1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1148.See file dsdata.txt to determine how the superseded data were derived.
 HX1148
 HX1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC030124(NAD 83)
 HX1148_MARKER: DB = BENCH MARK DISK
 HX1148_SETTING: 66 = SET IN ROCK OUTCROP
 HX1148_SP_SET: ROCK OUTCROP
 HX1148_STAMPING: Q 219 1961
 HX1148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1148+STABILITY: POSITION/ELEVATION WELL
 HX1148
 HX1148  HISTORY     - Date     Condition        Report By
 HX1148  HISTORY     - 1961     MONUMENTED       CGS
 HX1148  HISTORY     - 1980     GOOD             LOCSUR
 HX1148
 HX1148                          STATION DESCRIPTION
 HX1148
 HX1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1148'AT LOOKOUT.
 HX1148'AT LOOKOUT, ALONG U.S. HIGHWAY 60, NORTHEAST AND ACROSS THE
 HX1148'HIGHWAY FROM THE NUTTALL HIGH SCHOOL, ABOUT 0.5 MILE SOUTHEAST
 HX1148'OF THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 82, SET ON
 HX1148'THE TOP OF A VERY LARGE OUTCROP WHICH IS DIRECTLY IN FRONT OF A
 HX1148'SMALL ONE STORY FRAME HOUSE, 22 FEET EAST OF THE CENTER LINE OF
 HX1148'THE HIGHWAY, 192 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 HX1148'NORTHEAST CORNER OF THE NUTTALL HIGH SCHOOL GYMNASIUM, AND ABOUT
 HX1148'4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX1148
 HX1148                          STATION RECOVERY (1980)
 HX1148
 HX1148'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HX1148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0524 ***********************************************************************
 JX0524  DESIGNATION -  Q 22
 JX0524  PID         -  JX0524
 JX0524  STATE/COUNTY-  WV/WETZEL
 JX0524  USGS QUAD   -  LITTLETON (1976)
 JX0524
 JX0524                         *CURRENT SURVEY CONTROL
 JX0524  ___________________________________________________________________
 JX0524* NAD 83(1986)-  39 42 19.     (N)    080 31 17.     (W)     SCALED    
 JX0524* NAVD 88     -       300.630  (meters)     986.32   (feet)  ADJUSTED  
 JX0524  ___________________________________________________________________
 JX0524  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JX0524  DYNAMIC HT  -         300.455 (meters)     985.74  (feet)  COMP
 JX0524  MODELED GRAV-     980,035.4   (mgal)                       NAVD 88
 JX0524
 JX0524  VERT ORDER  -  FIRST     CLASS II
 JX0524
 JX0524.The horizontal coordinates were scaled from a topographic map and have
 JX0524.an estimated accuracy of +/- 6 seconds.
 JX0524
 JX0524.The orthometric height was determined by differential leveling
 JX0524.and adjusted by the National Geodetic Survey in June 1991..
 JX0524.WARNING-Repeat measurements at this control monument indicate possible
 JX0524.vertical movement.
 JX0524
 JX0524.The geoid height was determined by GEOID03.
 JX0524
 JX0524.The dynamic height is computed by dividing the NAVD 88
 JX0524.geopotential number by the normal gravity value computed on the
 JX0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0524.degrees latitude (g = 980.6199 gals.).
 JX0524
 JX0524.The modeled gravity was interpolated from observed gravity values.
 JX0524
 JX0524;                    North         East    Units  Estimated Accuracy
 JX0524;SPC WV N     -   134,310.      512,410.      MT  (+/- 180 meters Scaled)
 JX0524
 JX0524                          SUPERSEDED SURVEY CONTROL
 JX0524
 JX0524  NGVD 29 (??/??/92)  300.779  (m)          986.81   (f) ADJ UNCH    1 2
 JX0524
 JX0524.Superseded values are not recommended for survey control.
 JX0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0524.See file dsdata.txt to determine how the superseded data were derived.
 JX0524
 JX0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND410951(NAD 83)
 JX0524_MARKER: DB = BENCH MARK DISK
 JX0524_SETTING: 80 = SET IN A BOULDER
 JX0524_SP_SET: BOULDER
 JX0524_STAMPING: Q 22 1935
 JX0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0524+STABILITY: SURFACE MOTION
 JX0524
 JX0524  HISTORY     - Date     Condition        Report By
 JX0524  HISTORY     - 1935     MONUMENTED       CGS
 JX0524  HISTORY     - 1957     POOR             NGS
 JX0524
 JX0524                          STATION DESCRIPTION
 JX0524
 JX0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0524'0.7 MI NW FROM LITTLETON.
 JX0524'ABOUT 0.7 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0524'FROM THE POST OFFICE AT LITTLETON, 121 FEET EAST OF A ROAD
 JX0524'CROSSING, 17.4 FEET SOUTH OF SOUTH RAIL, 35 FEET WEST OF MILEAGE
 JX0524'POLE NO. 338+21, 127.5 FEET EAST AND ACROSS ROAD FROM POLE NO.
 JX0524'338+22, IN THE TOP OF A BOULDER WHICH SLOPES TO THE SOUTH, ABOUT
 JX0524'3 FEET ABOVE LEVEL OF TRACK AND COVERED BY ABOUT 6 INCHES OF DIRT.
 JX0524'NOTE-- THE LEVELING OF 1957 INDICATED THAT THE BOULDER IS NOT
 JX0524'STABLE AND IS SETTLING.  MARK SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1974 ***********************************************************************
 HX1974  DESIGNATION -  Q 220
 HX1974  PID         -  HX1974
 HX1974  STATE/COUNTY-  WV/FAYETTE
 HX1974  USGS QUAD   -  ANSTED (1976)
 HX1974
 HX1974                         *CURRENT SURVEY CONTROL
 HX1974  ___________________________________________________________________
 HX1974* NAD 83(1986)-  38 08 08.     (N)    081 03 38.     (W)     SCALED    
 HX1974* NAVD 88     -       455.709  (meters)    1495.11   (feet)  ADJUSTED  
 HX1974  ___________________________________________________________________
 HX1974  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 HX1974  DYNAMIC HT  -         455.368 (meters)    1493.99  (feet)  COMP
 HX1974  MODELED GRAV-     979,865.8   (mgal)                       NAVD 88
 HX1974
 HX1974  VERT ORDER  -  SECOND    CLASS 0
 HX1974
 HX1974.The horizontal coordinates were scaled from a topographic map and have
 HX1974.an estimated accuracy of +/- 6 seconds.
 HX1974
 HX1974.The orthometric height was determined by differential leveling
 HX1974.and adjusted by the National Geodetic Survey in June 1991..
 HX1974
 HX1974.The geoid height was determined by GEOID03.
 HX1974
 HX1974.The dynamic height is computed by dividing the NAVD 88
 HX1974.geopotential number by the normal gravity value computed on the
 HX1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1974.degrees latitude (g = 980.6199 gals.).
 HX1974
 HX1974.The modeled gravity was interpolated from observed gravity values.
 HX1974
 HX1974;                    North         East    Units  Estimated Accuracy
 HX1974;SPC WV S     -   126,040.      594,690.      MT  (+/- 180 meters Scaled)
 HX1974
 HX1974                          SUPERSEDED SURVEY CONTROL
 HX1974
 HX1974  NGVD 29 (??/??/92)  455.886  (m)         1495.69   (f) ADJ UNCH    2 0
 HX1974
 HX1974.Superseded values are not recommended for survey control.
 HX1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1974.See file dsdata.txt to determine how the superseded data were derived.
 HX1974
 HX1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC946208(NAD 83)
 HX1974_MARKER: DB = BENCH MARK DISK
 HX1974_SETTING: 66 = SET IN ROCK OUTCROP
 HX1974_SP_SET: ROCK OUTCROP
 HX1974_STAMPING: Q 220 1961
 HX1974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1974+STABILITY: POSITION/ELEVATION WELL
 HX1974
 HX1974  HISTORY     - Date     Condition        Report By
 HX1974  HISTORY     - 1961     MONUMENTED       CGS
 HX1974
 HX1974                          STATION DESCRIPTION
 HX1974
 HX1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1974'2.4 MI E FROM ANSTED.
 HX1974'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1974'HIGH SCHOOL AT ANSTED, THENCE 1.0 MILE NORTHEAST ALONG A BLACK
 HX1974'TOP ROAD, SET ON THE TOP OF A 12-BY-10-FOOT OUTCROP, AT THE INSIDE
 HX1974'OF A LONG CURVE, NEAR THE JUNCTION OF A DRIVE LEADING SOUTHEAST,
 HX1974'45 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 33 FEET SOUTHWEST
 HX1974'OF THE CENTER LINE OF A DRIVE, 126 FEET NORTHWEST OF THE NORTHWEST
 HX1974'CORNER OF AN UNPAINTED HOUSE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1172 ***********************************************************************
 HX1172  DESIGNATION -  Q 221
 HX1172  PID         -  HX1172
 HX1172  STATE/COUNTY-  WV/NICHOLAS
 HX1172  USGS QUAD   -  WINONA (1976)
 HX1172
 HX1172                         *CURRENT SURVEY CONTROL
 HX1172  ___________________________________________________________________
 HX1172* NAD 83(1986)-  38 07 27.     (N)    080 53 09.     (W)     SCALED    
 HX1172* NAVD 88     -       576.904  (meters)    1892.73   (feet)  ADJUSTED  
 HX1172  ___________________________________________________________________
 HX1172  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 HX1172  DYNAMIC HT  -         576.456 (meters)    1891.26  (feet)  COMP
 HX1172  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 HX1172
 HX1172  VERT ORDER  -  SECOND    CLASS 0
 HX1172
 HX1172.The horizontal coordinates were scaled from a topographic map and have
 HX1172.an estimated accuracy of +/- 6 seconds.
 HX1172
 HX1172.The orthometric height was determined by differential leveling
 HX1172.and adjusted by the National Geodetic Survey in June 1991..
 HX1172
 HX1172.The geoid height was determined by GEOID03.
 HX1172
 HX1172.The dynamic height is computed by dividing the NAVD 88
 HX1172.geopotential number by the normal gravity value computed on the
 HX1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1172.degrees latitude (g = 980.6199 gals.).
 HX1172
 HX1172.The modeled gravity was interpolated from observed gravity values.
 HX1172
 HX1172;                    North         East    Units  Estimated Accuracy
 HX1172;SPC WV S     -   124,780.      610,010.      MT  (+/- 180 meters Scaled)
 HX1172
 HX1172                          SUPERSEDED SURVEY CONTROL
 HX1172
 HX1172  NGVD 29 (??/??/92)  577.067  (m)         1893.26   (f) ADJ UNCH    2 0
 HX1172
 HX1172.Superseded values are not recommended for survey control.
 HX1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1172.See file dsdata.txt to determine how the superseded data were derived.
 HX1172
 HX1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC100195(NAD 83)
 HX1172_MARKER: DB = BENCH MARK DISK
 HX1172_SETTING: 80 = SET IN A BOULDER
 HX1172_SP_SET: BOULDER
 HX1172_STAMPING: Q 221 1961
 HX1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1172+STABILITY: SURFACE MOTION
 HX1172
 HX1172  HISTORY     - Date     Condition        Report By
 HX1172  HISTORY     - 1961     MONUMENTED       CGS
 HX1172
 HX1172                          STATION DESCRIPTION
 HX1172
 HX1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1172'1.6 MI N FROM NALLEN.
 HX1172'ABOUT 1.6 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE CENTER OF
 HX1172'THE MEADOW RIVER BRIDGE AT NALLEN, 1.1 MILE SOUTH OF THE BRIDGE
 HX1172'OVER ANGLINS CREEK, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 HX1172'LARGE BOULDER THAT IS ABOUT 20 FEET LONG-15 FEET HIGH AND 30 FEET
 HX1172'WIDE, NEAR A POINT WHERE MEADOW RIVER PARALLELS THE HIGHWAY,
 HX1172'34 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET
 HX1172'SOUTHEAST OF THE NORTHWEST END OF THE ROCK AND 5 FEET ABOVE THE
 HX1172'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0781 ***********************************************************************
 GX0781  DESIGNATION -  Q 222
 GX0781  PID         -  GX0781
 GX0781  STATE/COUNTY-  WV/FAYETTE
 GX0781  USGS QUAD   -  DANESE (1987)
 GX0781
 GX0781                         *CURRENT SURVEY CONTROL
 GX0781  ___________________________________________________________________
 GX0781* NAD 83(1986)-  37 59 29.     (N)    080 56 13.     (W)     SCALED    
 GX0781* NAVD 88     -       717.067  (meters)    2352.58   (feet)  ADJUSTED  
 GX0781  ___________________________________________________________________
 GX0781  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX0781  DYNAMIC HT  -         716.476 (meters)    2350.64  (feet)  COMP
 GX0781  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 GX0781
 GX0781  VERT ORDER  -  SECOND    CLASS 0
 GX0781
 GX0781.The horizontal coordinates were scaled from a topographic map and have
 GX0781.an estimated accuracy of +/- 6 seconds.
 GX0781
 GX0781.The orthometric height was determined by differential leveling
 GX0781.and adjusted by the National Geodetic Survey in June 1991..
 GX0781
 GX0781.The geoid height was determined by GEOID03.
 GX0781
 GX0781.The dynamic height is computed by dividing the NAVD 88
 GX0781.geopotential number by the normal gravity value computed on the
 GX0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0781.degrees latitude (g = 980.6199 gals.).
 GX0781
 GX0781.The modeled gravity was interpolated from observed gravity values.
 GX0781
 GX0781;                    North         East    Units  Estimated Accuracy
 GX0781;SPC WV S     -   110,030.      605,540.      MT  (+/- 180 meters Scaled)
 GX0781
 GX0781                          SUPERSEDED SURVEY CONTROL
 GX0781
 GX0781  NGVD 29 (??/??/92)  717.213  (m)         2353.06   (f) ADJ UNCH    2 0
 GX0781
 GX0781.Superseded values are not recommended for survey control.
 GX0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0781.See file dsdata.txt to determine how the superseded data were derived.
 GX0781
 GX0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC055048(NAD 83)
 GX0781_MARKER: DB = BENCH MARK DISK
 GX0781_SETTING: 66 = SET IN ROCK OUTCROP
 GX0781_SP_SET: ROCK OUTCROP
 GX0781_STAMPING: Q 222 1961
 GX0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0781+STABILITY: POSITION/ELEVATION WELL
 GX0781
 GX0781  HISTORY     - Date     Condition        Report By
 GX0781  HISTORY     - 1961     MONUMENTED       CGS
 GX0781
 GX0781                          STATION DESCRIPTION
 GX0781
 GX0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0781'1.2 MI N FROM LANDISBURG.
 GX0781'ABOUT 1.15 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE POST
 GX0781'OFFICE AT LANDISBURG, ABOUT 0.8 MILE NORTH OF THE ENTRANCE DRIVE
 GX0781'TO BABCOCK STATE PARK, SET VERTICALLY IN THE EAST FACE OF A ROCK
 GX0781'OUTCROP THAT IS ABOUT 30 FEET LONG AND IS AT THE INSIDE OF A
 GX0781'CURVE, NEAR THE JUNCTION OF A GRADED ROAD LEADING NORTHEAST TO
 GX0781'THE ROYALTY SMOKELESS COAL COMPANY TIPPLES, 15 FEET WEST OF THE
 GX0781'CENTER LINE OF THE HIGHWAY, 12 FEET SOUTH OF THE NORTH END OF THE
 GX0781'ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1140 ***********************************************************************
 HX1140  DESIGNATION -  Q 223
 HX1140  PID         -  HX1140
 HX1140  STATE/COUNTY-  WV/NICHOLAS
 HX1140  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1140
 HX1140                         *CURRENT SURVEY CONTROL
 HX1140  ___________________________________________________________________
 HX1140* NAD 83(1986)-  38 14 24.     (N)    080 52 57.     (W)     SCALED    
 HX1140* NAVD 88     -       492.895  (meters)    1617.11   (feet)  ADJUSTED  
 HX1140  ___________________________________________________________________
 HX1140  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 HX1140  DYNAMIC HT  -         492.521 (meters)    1615.88  (feet)  COMP
 HX1140  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 HX1140
 HX1140  VERT ORDER  -  SECOND    CLASS 0
 HX1140
 HX1140.The horizontal coordinates were scaled from a topographic map and have
 HX1140.an estimated accuracy of +/- 6 seconds.
 HX1140
 HX1140.The orthometric height was determined by differential leveling
 HX1140.and adjusted by the National Geodetic Survey in June 1991..
 HX1140
 HX1140.The geoid height was determined by GEOID03.
 HX1140
 HX1140.The dynamic height is computed by dividing the NAVD 88
 HX1140.geopotential number by the normal gravity value computed on the
 HX1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1140.degrees latitude (g = 980.6199 gals.).
 HX1140
 HX1140.The modeled gravity was interpolated from observed gravity values.
 HX1140
 HX1140;                    North         East    Units  Estimated Accuracy
 HX1140;SPC WV S     -   137,630.      610,290.      MT  (+/- 180 meters Scaled)
 HX1140
 HX1140                          SUPERSEDED SURVEY CONTROL
 HX1140
 HX1140  NGVD 29 (??/??/92)  493.060  (m)         1617.65   (f) ADJ UNCH    2 0
 HX1140
 HX1140.Superseded values are not recommended for survey control.
 HX1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1140.See file dsdata.txt to determine how the superseded data were derived.
 HX1140
 HX1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC102324(NAD 83)
 HX1140_MARKER: DB = BENCH MARK DISK
 HX1140_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1140_SP_SET: UNSPECIFIED ROCK
 HX1140_STAMPING: Q 223 1961
 HX1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1140
 HX1140  HISTORY     - Date     Condition        Report By
 HX1140  HISTORY     - 1961     MONUMENTED       CGS
 HX1140
 HX1140                          STATION DESCRIPTION
 HX1140
 HX1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1140'5.2 MI SW FROM SUMMERSVILLE.
 HX1140'ABOUT 3.55 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1140'AT SUMMERSVILLE, THENCE 1.6 MILES WEST ALONG A BLACK TOP ROAD,
 HX1140'0.1 MILE SOUTHEAST OF THE JUNCTION OF A GRADED ROAD LEADING UP
 HX1140'MC KEE CREEK, SET VERTICALLY IN THE NORTH FACE OF A 10-BY-3-FOOT
 HX1140'ROCK, AT THE OUTSIDE OF A CURVE, NEAR THE JUNCTION OF A DIRT
 HX1140'ROAD LEADING SOUTHWEST, 25 FEET SOUTHWEST OF THE CENTER LINE
 HX1140'OF THE ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE JUNCTION,
 HX1140'5 FEET WEST OF THE EAST END OF THE ROCK AND 1 FOOT ABOVE THE LEVEL
 HX1140'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1065 ***********************************************************************
 HX1065  DESIGNATION -  Q 224
 HX1065  PID         -  HX1065
 HX1065  STATE/COUNTY-  WV/NICHOLAS
 HX1065  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1065
 HX1065                         *CURRENT SURVEY CONTROL
 HX1065  ___________________________________________________________________
 HX1065* NAD 83(1986)-  38 20 16.     (N)    080 50 13.     (W)     SCALED    
 HX1065* NAVD 88     -       564.608  (meters)    1852.38   (feet)  ADJUSTED  
 HX1065  ___________________________________________________________________
 HX1065  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HX1065  DYNAMIC HT  -         564.184 (meters)    1850.99  (feet)  COMP
 HX1065  MODELED GRAV-     979,859.2   (mgal)                       NAVD 88
 HX1065
 HX1065  VERT ORDER  -  SECOND    CLASS 0
 HX1065
 HX1065.The horizontal coordinates were scaled from a topographic map and have
 HX1065.an estimated accuracy of +/- 6 seconds.
 HX1065
 HX1065.The orthometric height was determined by differential leveling
 HX1065.and adjusted by the National Geodetic Survey in June 1991..
 HX1065
 HX1065.The geoid height was determined by GEOID03.
 HX1065
 HX1065.The dynamic height is computed by dividing the NAVD 88
 HX1065.geopotential number by the normal gravity value computed on the
 HX1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1065.degrees latitude (g = 980.6199 gals.).
 HX1065
 HX1065.The modeled gravity was interpolated from observed gravity values.
 HX1065
 HX1065;                    North         East    Units  Estimated Accuracy
 HX1065;SPC WV S     -   148,490.      614,260.      MT  (+/- 180 meters Scaled)
 HX1065
 HX1065                          SUPERSEDED SURVEY CONTROL
 HX1065
 HX1065  NGVD 29 (??/??/92)  564.763  (m)         1852.89   (f) ADJ UNCH    2 0
 HX1065
 HX1065.Superseded values are not recommended for survey control.
 HX1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1065.See file dsdata.txt to determine how the superseded data were derived.
 HX1065
 HX1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC142433(NAD 83)
 HX1065_MARKER: DB = BENCH MARK DISK
 HX1065_SETTING: 66 = SET IN ROCK OUTCROP
 HX1065_SP_SET: ROCK CUT
 HX1065_STAMPING: Q 224 1961
 HX1065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1065+STABILITY: POSITION/ELEVATION WELL
 HX1065
 HX1065  HISTORY     - Date     Condition        Report By
 HX1065  HISTORY     - 1961     MONUMENTED       CGS
 HX1065
 HX1065                          STATION DESCRIPTION
 HX1065
 HX1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1065'4.7 MI N FROM SUMMERSVILLE.
 HX1065'ABOUT 4.7 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1065'AT SUMMERSVILLE, 0.9 MILE NORTH OF THE JUNCTION OF A BLACK TOP
 HX1065'ROAD LEADING EAST, SET VERTICALLY IN THE EAST FACE OF A 25-FOOT
 HX1065'LONG ROCK CUT, 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HX1065'87 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A
 HX1065'DRIVE LEADING WEST TO A ONE STORY WHITE HOUSE, 50 FEET SOUTH
 HX1065'OF THE NORTH END OF THE CUT AND 2 FEET ABOVE THE LEVEL OF THE
 HX1065'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1226 ***********************************************************************
 HX1226  DESIGNATION -  Q 225
 HX1226  PID         -  HX1226
 HX1226  STATE/COUNTY-  WV/NICHOLAS
 HX1226  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1226
 HX1226                         *CURRENT SURVEY CONTROL
 HX1226  ___________________________________________________________________
 HX1226* NAD 83(1986)-  38 16 02.     (N)    080 48 58.     (W)     SCALED    
 HX1226* NAVD 88     -       515.724  (meters)    1692.00   (feet)  ADJUSTED  
 HX1226  ___________________________________________________________________
 HX1226  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HX1226  DYNAMIC HT  -         515.325 (meters)    1690.70  (feet)  COMP
 HX1226  MODELED GRAV-     979,838.9   (mgal)                       NAVD 88
 HX1226
 HX1226  VERT ORDER  -  SECOND    CLASS 0
 HX1226
 HX1226.The horizontal coordinates were scaled from a topographic map and have
 HX1226.an estimated accuracy of +/- 6 seconds.
 HX1226
 HX1226.The orthometric height was determined by differential leveling
 HX1226.and adjusted by the National Geodetic Survey in June 1991..
 HX1226
 HX1226.The geoid height was determined by GEOID03.
 HX1226
 HX1226.The dynamic height is computed by dividing the NAVD 88
 HX1226.geopotential number by the normal gravity value computed on the
 HX1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1226.degrees latitude (g = 980.6199 gals.).
 HX1226
 HX1226.The modeled gravity was interpolated from observed gravity values.
 HX1226
 HX1226;                    North         East    Units  Estimated Accuracy
 HX1226;SPC WV S     -   140,660.      616,090.      MT  (+/- 180 meters Scaled)
 HX1226
 HX1226                          SUPERSEDED SURVEY CONTROL
 HX1226
 HX1226  NGVD 29 (??/??/92)  515.879  (m)         1692.51   (f) ADJ UNCH    2 0
 HX1226
 HX1226.Superseded values are not recommended for survey control.
 HX1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1226.See file dsdata.txt to determine how the superseded data were derived.
 HX1226
 HX1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC160354(NAD 83)
 HX1226_MARKER: DB = BENCH MARK DISK
 HX1226_SETTING: 66 = SET IN ROCK OUTCROP
 HX1226_SP_SET: ROCK CUT
 HX1226_STAMPING: Q 225 1961
 HX1226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1226+STABILITY: POSITION/ELEVATION WELL
 HX1226
 HX1226  HISTORY     - Date     Condition        Report By
 HX1226  HISTORY     - 1961     MONUMENTED       CGS
 HX1226
 HX1226                          STATION DESCRIPTION
 HX1226
 HX1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1226'2.6 MI SE FROM SUMMERSVILLE.
 HX1226'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE AT
 HX1226'SUMMERSVILLE, THENCE 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 39,
 HX1226'0.25 MILE SOUTHEAST OF THE SOUTHEAST END OF THE HIGHWAY BRIDGE
 HX1226'OVER THE GAULEY RIVER, SET VERTICALLY IN THE SOUTHWEST FACE OF
 HX1226'AN 85 YARDS LONG ROCK CUT, ON THE NORTHWEST SIDE OF A LONG HILL
 HX1226'OVERLOOKING THE GAULEY RIVER, 17 1/2 FEET NORTHEAST OF THE
 HX1226'CENTER LINE OF THE HIGHWAY, 88 FEET SOUTHEAST OF THE NORTHWEST END
 HX1226'OF THE CUT AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1042 ***********************************************************************
 HX1042  DESIGNATION -  Q 226
 HX1042  PID         -  HX1042
 HX1042  STATE/COUNTY-  WV/NICHOLAS
 HX1042  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1042
 HX1042                         *CURRENT SURVEY CONTROL
 HX1042  ___________________________________________________________________
 HX1042* NAD 83(1986)-  38 19 50.     (N)    080 39 08.     (W)     SCALED    
 HX1042* NAVD 88     -       704.614  (meters)    2311.72   (feet)  ADJUSTED  
 HX1042  ___________________________________________________________________
 HX1042  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HX1042  DYNAMIC HT  -         704.064 (meters)    2309.92  (feet)  COMP
 HX1042  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 HX1042
 HX1042  VERT ORDER  -  SECOND    CLASS 0
 HX1042
 HX1042.The horizontal coordinates were scaled from a topographic map and have
 HX1042.an estimated accuracy of +/- 6 seconds.
 HX1042
 HX1042.The orthometric height was determined by differential leveling
 HX1042.and adjusted by the National Geodetic Survey in June 1991..
 HX1042
 HX1042.The geoid height was determined by GEOID03.
 HX1042
 HX1042.The dynamic height is computed by dividing the NAVD 88
 HX1042.geopotential number by the normal gravity value computed on the
 HX1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1042.degrees latitude (g = 980.6199 gals.).
 HX1042
 HX1042.The modeled gravity was interpolated from observed gravity values.
 HX1042
 HX1042;                    North         East    Units  Estimated Accuracy
 HX1042;SPC WV S     -   147,730.      630,410.      MT  (+/- 180 meters Scaled)
 HX1042
 HX1042                          SUPERSEDED SURVEY CONTROL
 HX1042
 HX1042  NGVD 29 (??/??/92)  704.756  (m)         2312.19   (f) ADJ UNCH    2 0
 HX1042
 HX1042.Superseded values are not recommended for survey control.
 HX1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1042.See file dsdata.txt to determine how the superseded data were derived.
 HX1042
 HX1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC303425(NAD 83)
 HX1042_MARKER: DB = BENCH MARK DISK
 HX1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1042_STAMPING: Q 226 1961
 HX1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1042+STABILITY: SURFACE MOTION
 HX1042
 HX1042  HISTORY     - Date     Condition        Report By
 HX1042  HISTORY     - 1961     MONUMENTED       CGS
 HX1042
 HX1042                          STATION DESCRIPTION
 HX1042
 HX1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1042'AT CRAIGSVILLE.
 HX1042'AT CRAIGSVILLE, NEAR THE JUNCTION OF STATE HIGHWAY 41 AND 20,
 HX1042'20 1/2 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 41,
 HX1042'164 FEET EAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAYS,
 HX1042'14 1/2 FEET SOUTHEAST OF THE CENTER OF A DRIVE TO A FIELD, 86
 HX1042'FEET NORTHWEST OF THE CENTER LINE OF A GRAVEL STREET, 3 FEET
 HX1042'NORTHWEST OF POWER LINE POLE NO. 235-86, IN LINE WITH A ROW
 HX1042'OF POLES, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 HX1042'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HX1042'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1255 ***********************************************************************
 HX1255  DESIGNATION -  Q 227
 HX1255  PID         -  HX1255
 HX1255  STATE/COUNTY-  WV/NICHOLAS
 HX1255  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1255
 HX1255                         *CURRENT SURVEY CONTROL
 HX1255  ___________________________________________________________________
 HX1255* NAD 83(1986)-  38 15 29.     (N)    080 38 56.     (W)     SCALED    
 HX1255* NAVD 88     -       753.076  (meters)    2470.72   (feet)  ADJUSTED  
 HX1255  ___________________________________________________________________
 HX1255  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX1255  DYNAMIC HT  -         752.473 (meters)    2468.74  (feet)  COMP
 HX1255  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 HX1255
 HX1255  VERT ORDER  -  SECOND    CLASS 0
 HX1255
 HX1255.The horizontal coordinates were scaled from a topographic map and have
 HX1255.an estimated accuracy of +/- 6 seconds.
 HX1255
 HX1255.The orthometric height was determined by differential leveling
 HX1255.and adjusted by the National Geodetic Survey in June 1991..
 HX1255
 HX1255.The geoid height was determined by GEOID03.
 HX1255
 HX1255.The dynamic height is computed by dividing the NAVD 88
 HX1255.geopotential number by the normal gravity value computed on the
 HX1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1255.degrees latitude (g = 980.6199 gals.).
 HX1255
 HX1255.The modeled gravity was interpolated from observed gravity values.
 HX1255
 HX1255;                    North         East    Units  Estimated Accuracy
 HX1255;SPC WV S     -   139,690.      630,730.      MT  (+/- 180 meters Scaled)
 HX1255
 HX1255                          SUPERSEDED SURVEY CONTROL
 HX1255
 HX1255  NGVD 29 (??/??/92)  753.218  (m)         2471.18   (f) ADJ UNCH    2 0
 HX1255
 HX1255.Superseded values are not recommended for survey control.
 HX1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1255.See file dsdata.txt to determine how the superseded data were derived.
 HX1255
 HX1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC307345(NAD 83)
 HX1255_MARKER: DB = BENCH MARK DISK
 HX1255_SETTING: 66 = SET IN ROCK OUTCROP
 HX1255_SP_SET: ROCK OUTCROP
 HX1255_STAMPING: Q 227 1961
 HX1255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1255+STABILITY: POSITION/ELEVATION WELL
 HX1255
 HX1255  HISTORY     - Date     Condition        Report By
 HX1255  HISTORY     - 1961     MONUMENTED       CGS
 HX1255
 HX1255                          STATION DESCRIPTION
 HX1255
 HX1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1255'7.4 MI NE FROM NETTIE.
 HX1255'ABOUT 3.8 MILES EAST ALONG STATE HIGHWAY 39 AND 20 FROM THE
 HX1255'JUNCTION OF STATE HIGHWAY 20 LEADING SOUTH AT NETTIE, THENCE
 HX1255'3.6 MILES NORTH ALONG COUNTY ROADS 8 AND 9, AT THE RICHWOOD
 HX1255'AIRPORT, ALONG THE SOUTH SIDE OF THE EAST WEST RUNWAY, 74 YARDS
 HX1255'WEST OF THE NORTHWEST CORNER OF A HANGAR WITH METAL SIDING, 14
 HX1255'YARDS NORTH OF THE NORTHWEST CORNER OF THE WEST ONE OF THE
 HX1255'HANGARS, SET ON THE TOP OF A 5-BY-2-FOOT OUTCROP THAT PROJECTS 3
 HX1255'INCHES ABOVE THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 HX1255'RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1379 ***********************************************************************
 HX1379  DESIGNATION -  Q 228
 HX1379  PID         -  HX1379
 HX1379  STATE/COUNTY-  WV/GREENBRIER
 HX1379  USGS QUAD   -  DUO (1995)
 HX1379
 HX1379                         *CURRENT SURVEY CONTROL
 HX1379  ___________________________________________________________________
 HX1379* NAD 83(1986)-  38 04 17.     (N)    080 30 33.     (W)     SCALED    
 HX1379* NAVD 88     -      1247.166  (meters)    4091.74   (feet)  ADJUSTED  
 HX1379  ___________________________________________________________________
 HX1379  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HX1379  DYNAMIC HT  -        1246.077 (meters)    4088.17  (feet)  COMP
 HX1379  MODELED GRAV-     979,710.9   (mgal)                       NAVD 88
 HX1379
 HX1379  VERT ORDER  -  SECOND    CLASS 0
 HX1379
 HX1379.The horizontal coordinates were scaled from a topographic map and have
 HX1379.an estimated accuracy of +/- 6 seconds.
 HX1379
 HX1379.The orthometric height was determined by differential leveling
 HX1379.and adjusted by the National Geodetic Survey in June 1991..
 HX1379
 HX1379.The geoid height was determined by GEOID03.
 HX1379
 HX1379.The dynamic height is computed by dividing the NAVD 88
 HX1379.geopotential number by the normal gravity value computed on the
 HX1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1379.degrees latitude (g = 980.6199 gals.).
 HX1379
 HX1379.The modeled gravity was interpolated from observed gravity values.
 HX1379
 HX1379;                    North         East    Units  Estimated Accuracy
 HX1379;SPC WV S     -   119,030.      643,070.      MT  (+/- 180 meters Scaled)
 HX1379
 HX1379                          SUPERSEDED SURVEY CONTROL
 HX1379
 HX1379  NGVD 29 (??/??/92) 1247.276  (m)         4092.10   (f) ADJ UNCH    2 0
 HX1379
 HX1379.Superseded values are not recommended for survey control.
 HX1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1379.See file dsdata.txt to determine how the superseded data were derived.
 HX1379
 HX1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC430138(NAD 83)
 HX1379_MARKER: DB = BENCH MARK DISK
 HX1379_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1379_SP_SET: UNSPECIFIED ROCK
 HX1379_STAMPING: Q 228 1961
 HX1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1379
 HX1379  HISTORY     - Date     Condition        Report By
 HX1379  HISTORY     - 1961     MONUMENTED       CGS
 HX1379
 HX1379                          STATION DESCRIPTION
 HX1379
 HX1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1379'5.2 MI SE FROM CLEARCO.
 HX1379'ABOUT 0.35 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX1379'AT CLEARCO, THENCE 4.8 MILES SOUTHEAST ALONG A GRADED ROAD,
 HX1379'AT A Y JUNCTION FORMED BY THE MAIN ROAD AND A SIDE ROAD LEADING
 HX1379'SOUTHEAST TO THE GRASSY KNOB FIRE TOWER, SET ON TOP AND ABOUT
 HX1379'IN THE CENTER OF A FLAT ROCK THAT IS 14 FEET LONG AND 6 FEET
 HX1379'WIDE AND ABOUT FLUSH WITH THE GROUND, 14 1/2 FEET SOUTH OF THE
 HX1379'CENTER LINE OF THE ROAD LEADING EAST, 18 FEET NORTHEAST OF THE
 HX1379'CENTER LINE OF THE ROAD LEADING SOUTHEAST, 60 FEET SOUTHEAST
 HX1379'OF THE APPROXIMATE CENTER OF THE JUNCTION AND 2 FEET ABOVE
 HX1379'THE LEVEL OF THE ROAD LEADING EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0651 ***********************************************************************
 GX0651  DESIGNATION -  Q 230
 GX0651  PID         -  GX0651
 GX0651  STATE/COUNTY-  WV/GREENBRIER
 GX0651  USGS QUAD   -  CORNSTALK (1981)
 GX0651
 GX0651                         *CURRENT SURVEY CONTROL
 GX0651  ___________________________________________________________________
 GX0651* NAD 83(1986)-  37 56 22.     (N)    080 31 43.     (W)     SCALED    
 GX0651* NAVD 88     -       657.202  (meters)    2156.17   (feet)  ADJUSTED  
 GX0651  ___________________________________________________________________
 GX0651  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX0651  DYNAMIC HT  -         656.661 (meters)    2154.40  (feet)  COMP
 GX0651  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 GX0651
 GX0651  VERT ORDER  -  SECOND    CLASS 0
 GX0651
 GX0651.The horizontal coordinates were scaled from a topographic map and have
 GX0651.an estimated accuracy of +/- 6 seconds.
 GX0651
 GX0651.The orthometric height was determined by differential leveling
 GX0651.and adjusted by the National Geodetic Survey in June 1991..
 GX0651
 GX0651.The geoid height was determined by GEOID03.
 GX0651
 GX0651.The dynamic height is computed by dividing the NAVD 88
 GX0651.geopotential number by the normal gravity value computed on the
 GX0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0651.degrees latitude (g = 980.6199 gals.).
 GX0651
 GX0651.The modeled gravity was interpolated from observed gravity values.
 GX0651
 GX0651;                    North         East    Units  Estimated Accuracy
 GX0651;SPC WV S     -   104,370.      641,430.      MT  (+/- 180 meters Scaled)
 GX0651
 GX0651                          SUPERSEDED SURVEY CONTROL
 GX0651
 GX0651  NGVD 29 (??/??/92)  657.353  (m)         2156.67   (f) ADJ UNCH    2 0
 GX0651
 GX0651.Superseded values are not recommended for survey control.
 GX0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0651.See file dsdata.txt to determine how the superseded data were derived.
 GX0651
 GX0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB414992(NAD 83)
 GX0651_MARKER: DB = BENCH MARK DISK
 GX0651_SETTING: 66 = SET IN ROCK OUTCROP
 GX0651_SP_SET: ROCK
 GX0651_STAMPING: Q 230 1961
 GX0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0651+STABILITY: POSITION/ELEVATION WELL
 GX0651
 GX0651  HISTORY     - Date     Condition        Report By
 GX0651  HISTORY     - 1961     MONUMENTED       CGS
 GX0651
 GX0651                          STATION DESCRIPTION
 GX0651
 GX0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0651'0.5 MI S FROM CORNSTALK.
 GX0651'ABOUT 0.5 MILE SOUTH ALONG COUNTY ROAD NO. 9 FROM THE POST
 GX0651'OFFICE AND GENERAL STORE AT CORNSTALK, AT THE INSIDE OF A CURVE,
 GX0651'SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK THAT IS 3 FEET
 GX0651'WIDE AND 4 1/2 FEET HIGH AND PROJECTS OUT OF A 12 FOOT HIGH
 GX0651'BANK, 17 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET
 GX0651'ABOVE THE LEVEL OF THE GROUND AND 3 1/2 FEET ABOVE THE LEVEL
 GX0651'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0170 ***********************************************************************
 GX0170  DESIGNATION -  Q 231
 GX0170  PID         -  GX0170
 GX0170  STATE/COUNTY-  WV/GREENBRIER
 GX0170  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0170
 GX0170                         *CURRENT SURVEY CONTROL
 GX0170  ___________________________________________________________________
 GX0170* NAD 83(1986)-  37 55 08.     (N)    080 22 47.     (W)     SCALED    
 GX0170* NAVD 88     -       690.782  (meters)    2266.34   (feet)  ADJUSTED  
 GX0170  ___________________________________________________________________
 GX0170  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX0170  DYNAMIC HT  -         690.209 (meters)    2264.46  (feet)  COMP
 GX0170  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 GX0170
 GX0170  VERT ORDER  -  FIRST     CLASS II
 GX0170
 GX0170.The horizontal coordinates were scaled from a topographic map and have
 GX0170.an estimated accuracy of +/- 6 seconds.
 GX0170
 GX0170.The orthometric height was determined by differential leveling
 GX0170.and adjusted by the National Geodetic Survey in June 1991..
 GX0170
 GX0170.The geoid height was determined by GEOID03.
 GX0170
 GX0170.The dynamic height is computed by dividing the NAVD 88
 GX0170.geopotential number by the normal gravity value computed on the
 GX0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0170.degrees latitude (g = 980.6199 gals.).
 GX0170
 GX0170.The modeled gravity was interpolated from observed gravity values.
 GX0170
 GX0170;                    North         East    Units  Estimated Accuracy
 GX0170;SPC WV S     -   102,170.      654,540.      MT  (+/- 180 meters Scaled)
 GX0170
 GX0170                          SUPERSEDED SURVEY CONTROL
 GX0170
 GX0170  NGVD 29 (??/??/92)  690.939  (m)         2266.86   (f) ADJ UNCH    1 2
 GX0170
 GX0170.Superseded values are not recommended for survey control.
 GX0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0170.See file dsdata.txt to determine how the superseded data were derived.
 GX0170
 GX0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB545969(NAD 83)
 GX0170_MARKER: DB = BENCH MARK DISK
 GX0170_SETTING: 66 = SET IN ROCK OUTCROP
 GX0170_SP_SET: ROCK
 GX0170_STAMPING: Q 231 1961
 GX0170_MARK LOGO: CGS   
 GX0170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0170+STABILITY: POSITION/ELEVATION WELL
 GX0170
 GX0170  HISTORY     - Date     Condition        Report By
 GX0170  HISTORY     - 1961     MONUMENTED       CGS
 GX0170  HISTORY     - 1983     GOOD             NGS
 GX0170
 GX0170                          STATION DESCRIPTION
 GX0170
 GX0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0170'0.5 MI SE FROM FRANKFORD.
 GX0170'ABOUT 0.3 MILE SOUTH ALONG U.S. HIGHWAY 219 FROM THE FRANKFORD
 GX0170'PRESBYTERIAN CHURCH AT FRANKFORD, THENCE 0.2 MILE EAST ALONG
 GX0170'A BLACK TOP ROAD, 0.45 MILE WEST OF THE JUNCTION OF A SIDE ROAD
 GX0170'LEADING NORTH, 0.15 MILE EAST OF THE NORTHEAST CORNER OF A
 GX0170'LARGE CEMETERY, SET VERTICALLY IN THE NORTH FACE OF A ROCK THAT
 GX0170'IS ABOUT 30 FEET LONG AND 4 FEET HIGH AND IS PART OF A 10 FOOT
 GX0170'HIGH BANK, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4 FEET
 GX0170'EAST OF THE WEST END OF THE ROCK AND 4 FEET ABOVE THE LEVEL
 GX0170'OF THE ROAD.
 GX0170
 GX0170                          STATION RECOVERY (1983)
 GX0170
 GX0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0947 ***********************************************************************
 HX0947  DESIGNATION -  Q 232
 HX0947  PID         -  HX0947
 HX0947  STATE/COUNTY-  WV/GREENBRIER
 HX0947  USGS QUAD   -  TROUT (1995)
 HX0947
 HX0947                         *CURRENT SURVEY CONTROL
 HX0947  ___________________________________________________________________
 HX0947* NAD 83(1986)-  38 00 51.     (N)    080 22 41.     (W)     SCALED    
 HX0947* NAVD 88     -       617.088  (meters)    2024.56   (feet)  ADJUSTED  
 HX0947  ___________________________________________________________________
 HX0947  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 HX0947  DYNAMIC HT  -         616.582 (meters)    2022.90  (feet)  COMP
 HX0947  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 HX0947
 HX0947  VERT ORDER  -  SECOND    CLASS 0
 HX0947
 HX0947.The horizontal coordinates were scaled from a topographic map and have
 HX0947.an estimated accuracy of +/- 6 seconds.
 HX0947
 HX0947.The orthometric height was determined by differential leveling
 HX0947.and adjusted by the National Geodetic Survey in June 1991..
 HX0947
 HX0947.The geoid height was determined by GEOID03.
 HX0947
 HX0947.The dynamic height is computed by dividing the NAVD 88
 HX0947.geopotential number by the normal gravity value computed on the
 HX0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0947.degrees latitude (g = 980.6199 gals.).
 HX0947
 HX0947.The modeled gravity was interpolated from observed gravity values.
 HX0947
 HX0947;                    North         East    Units  Estimated Accuracy
 HX0947;SPC WV S     -   112,740.      654,610.      MT  (+/- 180 meters Scaled)
 HX0947
 HX0947                          SUPERSEDED SURVEY CONTROL
 HX0947
 HX0947  NGVD 29 (??/??/92)  617.227  (m)         2025.02   (f) ADJ UNCH    2 0
 HX0947
 HX0947.Superseded values are not recommended for survey control.
 HX0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0947.See file dsdata.txt to determine how the superseded data were derived.
 HX0947
 HX0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC545075(NAD 83)
 HX0947_MARKER: DB = BENCH MARK DISK
 HX0947_SETTING: 66 = SET IN ROCK OUTCROP
 HX0947_SP_SET: ROCK OUTCROP
 HX0947_STAMPING: Q 232 1961
 HX0947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0947+STABILITY: POSITION/ELEVATION WELL
 HX0947
 HX0947  HISTORY     - Date     Condition        Report By
 HX0947  HISTORY     - 1961     MONUMENTED       CGS
 HX0947
 HX0947                          STATION DESCRIPTION
 HX0947
 HX0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0947'2.8 MI NW FROM RENICK.
 HX0947'0.45 MILE SOUTH ALONG U.S. HIGHWAY 219 FROM THE RENICK SCHOOL AT
 HX0947'RENICK, THENCE 2.4 MILES NORTHWEST ALONG COUNTY ROAD NO. 2, ABOUT
 HX0947'3.55 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 HX0947'FRIARS HILL, THENCE 0.25 MILES EAST ALONG COUNTY ROAD NO. 2, 0.25
 HX0947'MILE EAST OF A BLACK TOP ROAD INTERSECTION, ON THE WEST SLOPE
 HX0947'OF A MOUNTAIN, 40 YARDS WEST OF THE JUNCTION OF A DRIVE LEADING
 HX0947'NORTHWEST TO A LARGE TWO-STORY WHITE HOUSE, SET ON THE TOP OF A
 HX0947'ROCK OUTCROP THAT IS 30 FEET LONG AND 4 FEET HIGH AT THE MARK, 15
 HX0947'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTHEAST OF
 HX0947'THE NORTHWEST CORNER OF THE ROCK AND 4 FEET ABOVE THE LEVEL OF
 HX0947'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1335 ***********************************************************************
 HX1335  DESIGNATION -  Q 233
 HX1335  PID         -  HX1335
 HX1335  STATE/COUNTY-  WV/GREENBRIER
 HX1335  USGS QUAD   -  DUO (1995)
 HX1335
 HX1335                         *CURRENT SURVEY CONTROL
 HX1335  ___________________________________________________________________
 HX1335* NAD 83(1986)-  38 04 49.     (N)    080 36 03.     (W)     SCALED    
 HX1335* NAVD 88     -       977.117  (meters)    3205.76   (feet)  ADJUSTED  
 HX1335  ___________________________________________________________________
 HX1335  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HX1335  DYNAMIC HT  -         976.285 (meters)    3203.03  (feet)  COMP
 HX1335  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 HX1335
 HX1335  VERT ORDER  -  SECOND    CLASS 0
 HX1335
 HX1335.The horizontal coordinates were scaled from a topographic map and have
 HX1335.an estimated accuracy of +/- 6 seconds.
 HX1335
 HX1335.The orthometric height was determined by differential leveling
 HX1335.and adjusted by the National Geodetic Survey in June 1991..
 HX1335
 HX1335.The geoid height was determined by GEOID03.
 HX1335
 HX1335.The dynamic height is computed by dividing the NAVD 88
 HX1335.geopotential number by the normal gravity value computed on the
 HX1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1335.degrees latitude (g = 980.6199 gals.).
 HX1335
 HX1335.The modeled gravity was interpolated from observed gravity values.
 HX1335
 HX1335;                    North         East    Units  Estimated Accuracy
 HX1335;SPC WV S     -   119,970.      635,020.      MT  (+/- 180 meters Scaled)
 HX1335
 HX1335                          SUPERSEDED SURVEY CONTROL
 HX1335
 HX1335  NGVD 29 (??/??/92)  977.238  (m)         3206.16   (f) ADJ UNCH    2 0
 HX1335
 HX1335.Superseded values are not recommended for survey control.
 HX1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1335.See file dsdata.txt to determine how the superseded data were derived.
 HX1335
 HX1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC350147(NAD 83)
 HX1335_MARKER: DB = BENCH MARK DISK
 HX1335_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1335_SP_SET: UNSPECIFIED ROCK
 HX1335_STAMPING: Q 233 1961
 HX1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1335
 HX1335  HISTORY     - Date     Condition        Report By
 HX1335  HISTORY     - 1961     MONUMENTED       CGS
 HX1335
 HX1335                          STATION DESCRIPTION
 HX1335
 HX1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1335'0.8 MI N FROM DUO.
 HX1335'ABOUT 0.85 MILE NORTH ALONG A BLACK TOP ROAD FROM A T BLACK TOP
 HX1335'ROAD JUNCTION AT DUO, 0.5 MILE SOUTH OF A Y JUNCTION, 0.3 MILE
 HX1335'SOUTH OF A CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY, SET
 HX1335'ON THE TOP OF THE NORTHEAST EDGE OF A ROCK THAT IS 24 FEET LONG
 HX1335'AND 6 FEET WIDE, 24 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HX1335'18 FEET NORTHEAST OF THE EAST END OF A 24-INCH PIPE CULVERT
 HX1335'UNDER THE ROAD, 4 FEET NORTHWEST OF THE EAST CORNER OF THE ROCK
 HX1335'AND ABOUT LEVEL WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1288 ***********************************************************************
 HX1288  DESIGNATION -  Q 234
 HX1288  PID         -  HX1288
 HX1288  STATE/COUNTY-  WV/NICHOLAS
 HX1288  USGS QUAD   -  QUINWOOD (1995)
 HX1288
 HX1288                         *CURRENT SURVEY CONTROL
 HX1288  ___________________________________________________________________
 HX1288* NAD 83(1986)-  38 07 00.     (N)    080 40 36.     (W)     SCALED    
 HX1288* NAVD 88     -       865.042  (meters)    2838.06   (feet)  ADJUSTED  
 HX1288  ___________________________________________________________________
 HX1288  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX1288  DYNAMIC HT  -         864.327 (meters)    2835.71  (feet)  COMP
 HX1288  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 HX1288
 HX1288  VERT ORDER  -  SECOND    CLASS 0
 HX1288
 HX1288.The horizontal coordinates were scaled from a topographic map and have
 HX1288.an estimated accuracy of +/- 6 seconds.
 HX1288
 HX1288.The orthometric height was determined by differential leveling
 HX1288.and adjusted by the National Geodetic Survey in June 1991..
 HX1288
 HX1288.The geoid height was determined by GEOID03.
 HX1288
 HX1288.The dynamic height is computed by dividing the NAVD 88
 HX1288.geopotential number by the normal gravity value computed on the
 HX1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1288.degrees latitude (g = 980.6199 gals.).
 HX1288
 HX1288.The modeled gravity was interpolated from observed gravity values.
 HX1288
 HX1288;                    North         East    Units  Estimated Accuracy
 HX1288;SPC WV S     -   123,990.      628,350.      MT  (+/- 180 meters Scaled)
 HX1288
 HX1288                          SUPERSEDED SURVEY CONTROL
 HX1288
 HX1288  NGVD 29 (??/??/92)  865.177  (m)         2838.50   (f) ADJ UNCH    2 0
 HX1288
 HX1288.Superseded values are not recommended for survey control.
 HX1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1288.See file dsdata.txt to determine how the superseded data were derived.
 HX1288
 HX1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC283188(NAD 83)
 HX1288_MARKER: DB = BENCH MARK DISK
 HX1288_SETTING: 66 = SET IN ROCK OUTCROP
 HX1288_SP_SET: ROCK LEDGE
 HX1288_STAMPING: Q 234 1961
 HX1288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1288+STABILITY: POSITION/ELEVATION WELL
 HX1288
 HX1288  HISTORY     - Date     Condition        Report By
 HX1288  HISTORY     - 1961     MONUMENTED       CGS
 HX1288
 HX1288                          STATION DESCRIPTION
 HX1288
 HX1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1288'5.1 MI N FROM QUINWOOD.
 HX1288'ABOUT 5.1 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 HX1288'OF MAIN STREET AT QUINWOOD, 3.6 MILES SOUTH ALONG STATE HIGHWAY
 HX1288'20 FROM THE POST OFFICE AT LEIVASY, 0.25 MILE NORTHEAST OF THE
 HX1288'GRADE SCHOOL AT CARL, AT THE INSIDE OF A LONG CURVE, NEAR THE
 HX1288'JUNCTION OF A DRIVE, ON THE TOP OF A ROCK LEDGE THAT PROJECTS OUT
 HX1288'OF A 6 FOOT HIGH CUT BANK, 24 FEET SOUTH OF THE CENTER LINE OF
 HX1288'THE HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF THE DRIVE, AND
 HX1288'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK
 HX1288'IS ALSO 0.25 MILE SOUTH-SOUTHWEST OF A BLACK TOP ROAD INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1016 ***********************************************************************
 HX1016  DESIGNATION -  Q 235
 HX1016  PID         -  HX1016
 HX1016  STATE/COUNTY-  WV/WEBSTER
 HX1016  USGS QUAD   -  COWEN (1995)
 HX1016
 HX1016                         *CURRENT SURVEY CONTROL
 HX1016  ___________________________________________________________________
 HX1016* NAD 83(1986)-  38 23 38.     (N)    080 33 37.     (W)     SCALED    
 HX1016* NAVD 88     -       677.549  (meters)    2222.93   (feet)  ADJUSTED  
 HX1016  ___________________________________________________________________
 HX1016  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HX1016  DYNAMIC HT  -         677.031 (meters)    2221.23  (feet)  COMP
 HX1016  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 HX1016
 HX1016  VERT ORDER  -  SECOND    CLASS 0
 HX1016
 HX1016.The horizontal coordinates were scaled from a topographic map and have
 HX1016.an estimated accuracy of +/- 6 seconds.
 HX1016
 HX1016.The orthometric height was determined by differential leveling
 HX1016.and adjusted by the National Geodetic Survey in June 1991..
 HX1016
 HX1016.The geoid height was determined by GEOID03.
 HX1016
 HX1016.The dynamic height is computed by dividing the NAVD 88
 HX1016.geopotential number by the normal gravity value computed on the
 HX1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1016.degrees latitude (g = 980.6199 gals.).
 HX1016
 HX1016.The modeled gravity was interpolated from observed gravity values.
 HX1016
 HX1016;                    North         East    Units  Estimated Accuracy
 HX1016;SPC WV S     -   154,800.      638,410.      MT  (+/- 180 meters Scaled)
 HX1016
 HX1016                          SUPERSEDED SURVEY CONTROL
 HX1016
 HX1016  NGVD 29 (??/??/92)  677.701  (m)         2223.42   (f) ADJ UNCH    2 0
 HX1016
 HX1016.Superseded values are not recommended for survey control.
 HX1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1016.See file dsdata.txt to determine how the superseded data were derived.
 HX1016
 HX1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC383496(NAD 83)
 HX1016_MARKER: DB = BENCH MARK DISK
 HX1016_SETTING: 66 = SET IN ROCK OUTCROP
 HX1016_SP_SET: ROCK LEDGE
 HX1016_STAMPING: Q 235 1961
 HX1016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1016+STABILITY: POSITION/ELEVATION WELL
 HX1016
 HX1016  HISTORY     - Date     Condition        Report By
 HX1016  HISTORY     - 1961     MONUMENTED       CGS
 HX1016
 HX1016                          STATION DESCRIPTION
 HX1016
 HX1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1016'1.2 MI SW FROM COWEN.
 HX1016'ABOUT 1.25 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1016'FROM THE STATION AT COWEN, ABOUT 35 YARDS SOUTHWEST AND ACROSS
 HX1016'THE TRACK FROM MILEAGE POLE NO. 118+24, SET ON THE TOP OF THE
 HX1016'EAST CORNER OF A ROCK LEDGE THAT IS 18 FEET LONG AND 2 1/2 FEET
 HX1016'HIGH AND IS AT THE BASE OF A 12 FOOT HIGH CUT, 7 1/2 FEET
 HX1016'SOUTHWEST OF THE SOUTHWEST RAIL, 1 1/2 FEET EAST OF THE CORNER
 HX1016'OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1420 ***********************************************************************
 HX1420  DESIGNATION -  Q 236
 HX1420  PID         -  HX1420
 HX1420  STATE/COUNTY-  WV/GREENBRIER
 HX1420  USGS QUAD   -  CORLISS (1976)
 HX1420
 HX1420                         *CURRENT SURVEY CONTROL
 HX1420  ___________________________________________________________________
 HX1420* NAD 83(1986)-  38 04 24.     (N)    080 45 42.     (W)     SCALED    
 HX1420* NAVD 88     -       939.367  (meters)    3081.91   (feet)  ADJUSTED  
 HX1420  ___________________________________________________________________
 HX1420  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HX1420  DYNAMIC HT  -         938.601 (meters)    3079.39  (feet)  COMP
 HX1420  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 HX1420
 HX1420  VERT ORDER  -  SECOND    CLASS 0
 HX1420
 HX1420.The horizontal coordinates were scaled from a topographic map and have
 HX1420.an estimated accuracy of +/- 6 seconds.
 HX1420
 HX1420.The orthometric height was determined by differential leveling
 HX1420.and adjusted by the National Geodetic Survey in June 1991..
 HX1420
 HX1420.The geoid height was determined by GEOID03.
 HX1420
 HX1420.The dynamic height is computed by dividing the NAVD 88
 HX1420.geopotential number by the normal gravity value computed on the
 HX1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1420.degrees latitude (g = 980.6199 gals.).
 HX1420
 HX1420.The modeled gravity was interpolated from observed gravity values.
 HX1420
 HX1420;                    North         East    Units  Estimated Accuracy
 HX1420;SPC WV S     -   119,150.      620,910.      MT  (+/- 180 meters Scaled)
 HX1420
 HX1420                          SUPERSEDED SURVEY CONTROL
 HX1420
 HX1420  NGVD 29 (??/??/92)  939.520  (m)         3082.41   (f) ADJ UNCH    2 0
 HX1420
 HX1420.Superseded values are not recommended for survey control.
 HX1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1420.See file dsdata.txt to determine how the superseded data were derived.
 HX1420
 HX1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC209139(NAD 83)
 HX1420_MARKER: DB = BENCH MARK DISK
 HX1420_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1420_SP_SET: UNSPECIFIED ROCK
 HX1420_STAMPING: Q 236 1962
 HX1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1420
 HX1420  HISTORY     - Date     Condition        Report By
 HX1420  HISTORY     - 1962     MONUMENTED       CGS
 HX1420
 HX1420                          STATION DESCRIPTION
 HX1420
 HX1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1420'3.9 MI W FROM QUINWOOD.
 HX1420'ABOUT 3.9 MILES WEST ALONG RUSSELLVILLE ROAD FROM THE JUNCTION
 HX1420'OF STATE HIGHWAY 20 AT QUINWOOD, ABOUT 0.6 MILE WEST OF A GRADED
 HX1420'ROAD LEADING NORTH, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HX1420'EXTENDING NORTH AND EAST, SET ON TOP OF A ROCK THAT IS ABOUT
 HX1420'6-FOOT WIDE BY 2 1/2 FEET HIGH ON THE SOUTH SIDE, 30 FEET SOUTH
 HX1420'OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF THE WEST
 HX1420'CORNER, AND ABOUT 7 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1414 ***********************************************************************
 HX1414  DESIGNATION -  Q 237
 HX1414  PID         -  HX1414
 HX1414  STATE/COUNTY-  WV/NICHOLAS
 HX1414  USGS QUAD   -  MOUNT NEBO (1976)
 HX1414
 HX1414                         *CURRENT SURVEY CONTROL
 HX1414  ___________________________________________________________________
 HX1414* NAD 83(1986)-  38 08 30.     (N)    080 47 14.     (W)     SCALED    
 HX1414* NAVD 88     -       742.769  (meters)    2436.90   (feet)  ADJUSTED  
 HX1414  ___________________________________________________________________
 HX1414  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 HX1414  DYNAMIC HT  -         742.178 (meters)    2434.96  (feet)  COMP
 HX1414  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 HX1414
 HX1414  VERT ORDER  -  SECOND    CLASS 0
 HX1414
 HX1414.The horizontal coordinates were scaled from a topographic map and have
 HX1414.an estimated accuracy of +/- 6 seconds.
 HX1414
 HX1414.The orthometric height was determined by differential leveling
 HX1414.and adjusted by the National Geodetic Survey in June 1991..
 HX1414
 HX1414.The geoid height was determined by GEOID03.
 HX1414
 HX1414.The dynamic height is computed by dividing the NAVD 88
 HX1414.geopotential number by the normal gravity value computed on the
 HX1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1414.degrees latitude (g = 980.6199 gals.).
 HX1414
 HX1414.The modeled gravity was interpolated from observed gravity values.
 HX1414
 HX1414;                    North         East    Units  Estimated Accuracy
 HX1414;SPC WV S     -   126,730.      618,650.      MT  (+/- 180 meters Scaled)
 HX1414
 HX1414                          SUPERSEDED SURVEY CONTROL
 HX1414
 HX1414  NGVD 29 (??/??/92)  742.922  (m)         2437.40   (f) ADJ UNCH    2 0
 HX1414
 HX1414.Superseded values are not recommended for survey control.
 HX1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1414.See file dsdata.txt to determine how the superseded data were derived.
 HX1414
 HX1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC186215(NAD 83)
 HX1414_MARKER: DB = BENCH MARK DISK
 HX1414_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1414_SP_SET: UNSPECIFIED
 HX1414_STAMPING: Q 237 1962
 HX1414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1414
 HX1414  HISTORY     - Date     Condition        Report By
 HX1414  HISTORY     - 1962     MONUMENTED       CGS
 HX1414
 HX1414                          STATION DESCRIPTION
 HX1414
 HX1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1414'8.7 MI W FROM LEIVASY.
 HX1414'ABOUT 0.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX1414'AT LEIVASY, THENCE ABOUT 7.3 MILES WEST ALONG A BLACK TOP ROAD,
 HX1414'THENCE ABOUT 1.1 MILES SOUTHEAST ALONG A ROUGH MOUNTAIN ROAD,
 HX1414'ON THE OUTSIDE OF THE NORTHEAST END OF A CURVE WITH TANGENTS
 HX1414'EXTENDING TO THE SOUTH AND NORTHEAST, SET ON THE TOP OF THE
 HX1414'HIGHEST POINT ON A ROCK THAT IS ABOUT 12 FEET LONG, 4 FEET WIDE,
 HX1414'2.5 FEET HIGH AT THE MARK THEN GOES UNDERGROUND AT EACH END, 11
 HX1414'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET
 HX1414'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1382 ***********************************************************************
 HX1382  DESIGNATION -  Q 238
 HX1382  PID         -  HX1382
 HX1382  STATE/COUNTY-  WV/GREENBRIER
 HX1382  USGS QUAD   -  RICHWOOD (1995)
 HX1382
 HX1382                         *CURRENT SURVEY CONTROL
 HX1382  ___________________________________________________________________
 HX1382* NAD 83(1986)-  38 08 36.     (N)    080 36 14.     (W)     SCALED    
 HX1382* NAVD 88     -       915.589  (meters)    3003.89   (feet)  ADJUSTED  
 HX1382  ___________________________________________________________________
 HX1382  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX1382  DYNAMIC HT  -         914.837 (meters)    3001.43  (feet)  COMP
 HX1382  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 HX1382
 HX1382  VERT ORDER  -  SECOND    CLASS 0
 HX1382
 HX1382.The horizontal coordinates were scaled from a topographic map and have
 HX1382.an estimated accuracy of +/- 6 seconds.
 HX1382
 HX1382.The orthometric height was determined by differential leveling
 HX1382.and adjusted by the National Geodetic Survey in June 1991..
 HX1382
 HX1382.The geoid height was determined by GEOID03.
 HX1382
 HX1382.The dynamic height is computed by dividing the NAVD 88
 HX1382.geopotential number by the normal gravity value computed on the
 HX1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1382.degrees latitude (g = 980.6199 gals.).
 HX1382
 HX1382.The modeled gravity was interpolated from observed gravity values.
 HX1382
 HX1382;                    North         East    Units  Estimated Accuracy
 HX1382;SPC WV S     -   126,970.      634,720.      MT  (+/- 180 meters Scaled)
 HX1382
 HX1382                          SUPERSEDED SURVEY CONTROL
 HX1382
 HX1382  NGVD 29 (??/??/92)  915.734  (m)         3004.37   (f) ADJ UNCH    2 0
 HX1382
 HX1382.Superseded values are not recommended for survey control.
 HX1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1382.See file dsdata.txt to determine how the superseded data were derived.
 HX1382
 HX1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC347217(NAD 83)
 HX1382_MARKER: DB = BENCH MARK DISK
 HX1382_SETTING: 66 = SET IN ROCK OUTCROP
 HX1382_SP_SET: ROCK LEDGE
 HX1382_STAMPING: Q 238 1962
 HX1382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1382+STABILITY: POSITION/ELEVATION WELL
 HX1382
 HX1382  HISTORY     - Date     Condition        Report By
 HX1382  HISTORY     - 1962     MONUMENTED       CGS
 HX1382
 HX1382                          STATION DESCRIPTION
 HX1382
 HX1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1382'1.9 MI NE FROM LILE.
 HX1382'ABOUT 1.9 MILES NORTHEAST ALONG A GRADED ROAD FROM THE Y ROAD
 HX1382'JUNCTION AT LILE, AT THE JUNCTION OF A DRIVE LEADING NORTHWEST,
 HX1382'SET ON TOP OF A LEDGE THAT IS ABOUT 8-FOOT LONG BY 1 1/2-FOOT
 HX1382'WIDE ON THE SOUTHEAST FACE, AT THE SOUTHWEST END OF A ROCK
 HX1382'CLIFF THAT HAS A BARN ON TOP OF IT, 107.0 FEET NORTHEAST OF THE
 HX1382'CENTER OF THE JUNCTION OF THE DRIVE, 15 1/2 FEET NORTHWEST OF
 HX1382'THE CENTER LINE OF THE ROAD, 3 FEET SOUTHWEST OF THE NORTHEAST
 HX1382'EDGE OF THE LEDGE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 HX1382'NOTE-- ABOUT 1.0 MILE NORTHEAST OF FALLBROOK SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1210 ***********************************************************************
 HX1210  DESIGNATION -  Q 239
 HX1210  PID         -  HX1210
 HX1210  STATE/COUNTY-  WV/NICHOLAS
 HX1210  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1210
 HX1210                         *CURRENT SURVEY CONTROL
 HX1210  ___________________________________________________________________
 HX1210* NAD 83(1986)-  38 18 23.     (N)    080 32 49.     (W)     SCALED    
 HX1210* NAVD 88     -       821.668  (meters)    2695.76   (feet)  ADJUSTED  
 HX1210  ___________________________________________________________________
 HX1210  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX1210  DYNAMIC HT  -         821.028 (meters)    2693.66  (feet)  COMP
 HX1210  MODELED GRAV-     979,820.5   (mgal)                       NAVD 88
 HX1210
 HX1210  VERT ORDER  -  SECOND    CLASS 0
 HX1210
 HX1210.The horizontal coordinates were scaled from a topographic map and have
 HX1210.an estimated accuracy of +/- 6 seconds.
 HX1210
 HX1210.The orthometric height was determined by differential leveling
 HX1210.and adjusted by the National Geodetic Survey in June 1991..
 HX1210
 HX1210.The geoid height was determined by GEOID03.
 HX1210
 HX1210.The dynamic height is computed by dividing the NAVD 88
 HX1210.geopotential number by the normal gravity value computed on the
 HX1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1210.degrees latitude (g = 980.6199 gals.).
 HX1210
 HX1210.The modeled gravity was interpolated from observed gravity values.
 HX1210
 HX1210;                    North         East    Units  Estimated Accuracy
 HX1210;SPC WV S     -   145,090.      639,620.      MT  (+/- 180 meters Scaled)
 HX1210
 HX1210                          SUPERSEDED SURVEY CONTROL
 HX1210
 HX1210  NGVD 29 (??/??/92)  821.817  (m)         2696.24   (f) ADJ UNCH    2 0
 HX1210
 HX1210.Superseded values are not recommended for survey control.
 HX1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1210.See file dsdata.txt to determine how the superseded data were derived.
 HX1210
 HX1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC396399(NAD 83)
 HX1210_MARKER: DB = BENCH MARK DISK
 HX1210_SETTING: 66 = SET IN ROCK OUTCROP
 HX1210_SP_SET: ROCK CLIFF
 HX1210_STAMPING: Q 239 1962
 HX1210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1210+STABILITY: POSITION/ELEVATION WELL
 HX1210
 HX1210  HISTORY     - Date     Condition        Report By
 HX1210  HISTORY     - 1962     MONUMENTED       CGS
 HX1210
 HX1210                          STATION DESCRIPTION
 HX1210
 HX1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1210'6 MI SE FROM CAMDEN ON GAULEY.
 HX1210'ABOUT 4.2 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 HX1210'OVER THE GAULEY RIVER, THENCE ABOUT 1.8 MILES SOUTH ALONG A ROUGH
 HX1210'MOUNTAIN ROAD, ABOUT 0.25 MILES NORTHWEST OF HINKLE BRANCH, ON THE
 HX1210'SOUTHEAST SLOPE OF A STEEP MOUNTAIN GRADE, SET ON TOP OF THE
 HX1210'SOUTHWEST END OF A LARGE ROCK CLIFF ON THE MOUNTAIN SIDE BELOW THE
 HX1210'ROAD, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 8 FEET NORTHEAST
 HX1210'OF THE SOUTHWEST END OF THE ROCK, 1 1/2 FEET NORTHWEST OF THE
 HX1210'SOUTHEAST EDGE OF THE ROCK, AND ABOUT 9 FEET BELOW THE LEVEL OF
 HX1210'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0820 ***********************************************************************
 JW0820  DESIGNATION -  Q 24
 JW0820  PID         -  JW0820
 JW0820  STATE/COUNTY-  WV/PRESTON
 JW0820  USGS QUAD   -  KINGWOOD (1976)
 JW0820
 JW0820                         *CURRENT SURVEY CONTROL
 JW0820  ___________________________________________________________________
 JW0820* NAD 83(1986)-  39 29 35.     (N)    079 40 31.     (W)     SCALED    
 JW0820* NAVD 88     -       507.899  (meters)    1666.33   (feet)  ADJUSTED  
 JW0820  ___________________________________________________________________
 JW0820  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JW0820  DYNAMIC HT  -         507.582 (meters)    1665.29  (feet)  COMP
 JW0820  MODELED GRAV-     979,985.2   (mgal)                       NAVD 88
 JW0820
 JW0820  VERT ORDER  -  SECOND    CLASS 0
 JW0820
 JW0820.The horizontal coordinates were scaled from a topographic map and have
 JW0820.an estimated accuracy of +/- 6 seconds.
 JW0820
 JW0820.The orthometric height was determined by differential leveling
 JW0820.and adjusted by the National Geodetic Survey in June 1991..
 JW0820
 JW0820.The geoid height was determined by GEOID03.
 JW0820
 JW0820.The dynamic height is computed by dividing the NAVD 88
 JW0820.geopotential number by the normal gravity value computed on the
 JW0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0820.degrees latitude (g = 980.6199 gals.).
 JW0820
 JW0820.The modeled gravity was interpolated from observed gravity values.
 JW0820
 JW0820;                    North         East    Units  Estimated Accuracy
 JW0820;SPC WV N     -   110,260.      584,920.      MT  (+/- 180 meters Scaled)
 JW0820
 JW0820                          SUPERSEDED SURVEY CONTROL
 JW0820
 JW0820  NGVD 29 (??/??/92)  508.055  (m)         1666.84   (f) ADJ UNCH    2 0
 JW0820
 JW0820.Superseded values are not recommended for survey control.
 JW0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0820.See file dsdata.txt to determine how the superseded data were derived.
 JW0820
 JW0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD139723(NAD 83)
 JW0820_MARKER: DB = BENCH MARK DISK
 JW0820_SETTING: 66 = SET IN ROCK OUTCROP
 JW0820_SP_SET: ROCK OUTCROP
 JW0820_STAMPING: Q 24 1935
 JW0820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0820+STABILITY: POSITION/ELEVATION WELL
 JW0820
 JW0820  HISTORY     - Date     Condition        Report By
 JW0820  HISTORY     - 1935     MONUMENTED       CGS
 JW0820
 JW0820                          STATION DESCRIPTION
 JW0820
 JW0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0820'1.5 MI W FROM KINGWOOD.
 JW0820'1.5 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0820'STATION AT KINGWOOD, PRESTON COUNTY, 5 FEET EAST OF A ROAD
 JW0820'CROSSING, 20 FEET NORTH OF THE NORTH RAIL, 10 FEET SOUTH OF A
 JW0820'FENCE, IN THE TOP OF A LARGE SANDSTONE ROCK OUTCROP.  A STANDARD
 JW0820'DISK, STAMPED Q 24 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1450 ***********************************************************************
 HX1450  DESIGNATION -  Q 240
 HX1450  PID         -  HX1450
 HX1450  STATE/COUNTY-  WV/WEBSTER
 HX1450  USGS QUAD   -  COWEN (1995)
 HX1450
 HX1450                         *CURRENT SURVEY CONTROL
 HX1450  ___________________________________________________________________
 HX1450* NAD 83(1986)-  38 23 06.     (N)    080 30 30.     (W)     SCALED    
 HX1450* NAVD 88     -       666.844  (meters)    2187.80   (feet)  ADJUSTED  
 HX1450  ___________________________________________________________________
 HX1450  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX1450  DYNAMIC HT  -         666.326 (meters)    2186.10  (feet)  COMP
 HX1450  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 HX1450
 HX1450  VERT ORDER  -  SECOND    CLASS 0
 HX1450
 HX1450.The horizontal coordinates were scaled from a topographic map and have
 HX1450.an estimated accuracy of +/- 6 seconds.
 HX1450
 HX1450.The orthometric height was determined by differential leveling
 HX1450.and adjusted by the National Geodetic Survey in June 1991..
 HX1450
 HX1450.The geoid height was determined by GEOID03.
 HX1450
 HX1450.The dynamic height is computed by dividing the NAVD 88
 HX1450.geopotential number by the normal gravity value computed on the
 HX1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1450.degrees latitude (g = 980.6199 gals.).
 HX1450
 HX1450.The modeled gravity was interpolated from observed gravity values.
 HX1450
 HX1450;                    North         East    Units  Estimated Accuracy
 HX1450;SPC WV S     -   153,830.      642,950.      MT  (+/- 180 meters Scaled)
 HX1450
 HX1450                          SUPERSEDED SURVEY CONTROL
 HX1450
 HX1450  NGVD 29 (??/??/92)  666.987  (m)         2188.27   (f) ADJ UNCH    2 0
 HX1450
 HX1450.Superseded values are not recommended for survey control.
 HX1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1450.See file dsdata.txt to determine how the superseded data were derived.
 HX1450
 HX1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC429486(NAD 83)
 HX1450_MARKER: DB = BENCH MARK DISK
 HX1450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1450_SP_SET: ABUTMENT
 HX1450_STAMPING: Q 240 1962
 HX1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1450
 HX1450  HISTORY     - Date     Condition        Report By
 HX1450  HISTORY     - 1962     MONUMENTED       CGS
 HX1450
 HX1450                          STATION DESCRIPTION
 HX1450
 HX1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1450'3.6 MI SE FROM COWEN.
 HX1450'ABOUT 1.35 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 HX1450'BAPTIST CHURCH AT COWEN, THENCE ABOUT 2.3 MILES SOUTHEAST ALONG
 HX1450'WILLIAMS RIVER ROAD AND THE BALTIMORE AND OHIO RAILWAY, ABOUT 0.1
 HX1450'MILE SOUTHEAST OF WHERE THE ROAD CROSSES THE TRACK THAT FOLLOWS
 HX1450'THE GAULEY RIVER TO THE EAST, ABOUT 35 YARDS WEST OF THE ROAD,
 HX1450'SET ON TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT TO THE
 HX1450'RAILWAY BRIDGE OVER THE WILLIAMS RIVER, 4.5 FEET NORTHEAST OF THE
 HX1450'NORTHEAST RAIL, 2 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 HX1450'ABUTMENT, AND ABOUT 4 BELOW THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0824 ***********************************************************************
 HX0824  DESIGNATION -  Q 241
 HX0824  PID         -  HX0824
 HX0824  STATE/COUNTY-  WV/WEBSTER
 HX0824  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0824
 HX0824                         *CURRENT SURVEY CONTROL
 HX0824  ___________________________________________________________________
 HX0824* NAD 83(1986)-  38 16 58.     (N)    080 25 01.     (W)     SCALED    
 HX0824* NAVD 88     -       816.492  (meters)    2678.77   (feet)  ADJUSTED  
 HX0824  ___________________________________________________________________
 HX0824  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HX0824  DYNAMIC HT  -         815.821 (meters)    2676.57  (feet)  COMP
 HX0824  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 HX0824
 HX0824  VERT ORDER  -  SECOND    CLASS 0
 HX0824
 HX0824.The horizontal coordinates were scaled from a topographic map and have
 HX0824.an estimated accuracy of +/- 6 seconds.
 HX0824
 HX0824.The orthometric height was determined by differential leveling
 HX0824.and adjusted by the National Geodetic Survey in June 1991..
 HX0824
 HX0824.The geoid height was determined by GEOID03.
 HX0824
 HX0824.The dynamic height is computed by dividing the NAVD 88
 HX0824.geopotential number by the normal gravity value computed on the
 HX0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0824.degrees latitude (g = 980.6199 gals.).
 HX0824
 HX0824.The modeled gravity was interpolated from observed gravity values.
 HX0824
 HX0824;                    North         East    Units  Estimated Accuracy
 HX0824;SPC WV S     -   142,530.      651,010.      MT  (+/- 180 meters Scaled)
 HX0824
 HX0824                          SUPERSEDED SURVEY CONTROL
 HX0824
 HX0824  NGVD 29 (??/??/92)  816.597  (m)         2679.12   (f) ADJ UNCH    2 0
 HX0824
 HX0824.Superseded values are not recommended for survey control.
 HX0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0824.See file dsdata.txt to determine how the superseded data were derived.
 HX0824
 HX0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC509373(NAD 83)
 HX0824_MARKER: DB = BENCH MARK DISK
 HX0824_SETTING: 80 = SET IN A BOULDER
 HX0824_SP_SET: BOULDER
 HX0824_STAMPING: Q 241 1962
 HX0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0824+STABILITY: SURFACE MOTION
 HX0824
 HX0824  HISTORY     - Date     Condition        Report By
 HX0824  HISTORY     - 1962     MONUMENTED       CGS
 HX0824
 HX0824                          STATION DESCRIPTION
 HX0824
 HX0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0824'10.9 MI SE FROM DYER.
 HX0824'5.9 MILES SOUTHWEST AND SOUTHEAST ALONG FOREST SERVICE ROAD
 HX0824'101 FROM THE FOOTBRIDGE OVER WILLIAMS RIVER AT DYER, THENCE
 HX0824'5.0 MILES SOUTHEAST ALONG FOREST SERVICE ROAD 76, ABOUT 0.5
 HX0824'MILE NORTHWEST OF A 30 FOOT BRIDGE OVER BIG ROUGH RUN, AT THE
 HX0824'JUNCTION OF HANGING ROCK TRAIL, SET ON TOP OF SOUTHEAST EDGE
 HX0824'OF A 15 FOOT WIDE-BY-4 FOOT HIGH BOULDER THAT SLOPES BACK
 HX0824'UNDERGROUND, 8 FEET EAST OF SOUTH CORNER OF BOULDER, 18 FEET
 HX0824'NORTHEAST OF CENTER LINE OF ROAD, AND 4 1/2 FEET ABOVE LEVEL
 HX0824'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0854 ***********************************************************************
 HX0854  DESIGNATION -  Q 242
 HX0854  PID         -  HX0854
 HX0854  STATE/COUNTY-  WV/POCAHONTAS
 HX0854  USGS QUAD   -  LOBELIA (1995)
 HX0854
 HX0854                         *CURRENT SURVEY CONTROL
 HX0854  ___________________________________________________________________
 HX0854* NAD 83(1986)-  38 10 49.     (N)    080 15 50.     (W)     SCALED    
 HX0854* NAVD 88     -      1092.690  (meters)    3584.93   (feet)  ADJUSTED  
 HX0854  ___________________________________________________________________
 HX0854  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX0854  DYNAMIC HT  -        1091.741 (meters)    3581.82  (feet)  COMP
 HX0854  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 HX0854
 HX0854  VERT ORDER  -  SECOND    CLASS 0
 HX0854
 HX0854.The horizontal coordinates were scaled from a topographic map and have
 HX0854.an estimated accuracy of +/- 6 seconds.
 HX0854
 HX0854.The orthometric height was determined by differential leveling
 HX0854.and adjusted by the National Geodetic Survey in June 1991..
 HX0854
 HX0854.The geoid height was determined by GEOID03.
 HX0854
 HX0854.The dynamic height is computed by dividing the NAVD 88
 HX0854.geopotential number by the normal gravity value computed on the
 HX0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0854.degrees latitude (g = 980.6199 gals.).
 HX0854
 HX0854.The modeled gravity was interpolated from observed gravity values.
 HX0854
 HX0854;                    North         East    Units  Estimated Accuracy
 HX0854;SPC WV S     -   131,250.      664,490.      MT  (+/- 180 meters Scaled)
 HX0854
 HX0854                          SUPERSEDED SURVEY CONTROL
 HX0854
 HX0854  NGVD 29 (??/??/92) 1092.750  (m)         3585.13   (f) ADJ UNCH    2 0
 HX0854
 HX0854.Superseded values are not recommended for survey control.
 HX0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0854.See file dsdata.txt to determine how the superseded data were derived.
 HX0854
 HX0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC644260(NAD 83)
 HX0854_MARKER: DB = BENCH MARK DISK
 HX0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0854_STAMPING: Q 242 1962
 HX0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0854+STABILITY: SURFACE MOTION
 HX0854
 HX0854  HISTORY     - Date     Condition        Report By
 HX0854  HISTORY     - 1962     MONUMENTED       CGS
 HX0854
 HX0854                          STATION DESCRIPTION
 HX0854
 HX0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0854'6.7 MI NW FROM MILL POINT.
 HX0854'6.7 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX0854'U.S. HIGHWAY 219 AT MILL POINT, 0.65 MILE WEST OF THE JUNCTION OF
 HX0854'A ROAD NORTH TO A PRISON CAMP, AT THE JUNCTION OF U.S. FORESTRY
 HX0854'102, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 91 FEET
 HX0854'NORTHWEST OF THE CENTER OF THE JUNCTION, 32 FEET SOUTHWEST OF THE
 HX0854'CENTER LINE OF THE U.S. FORESTRY ROAD 102, 1.2 FEET WEST OF A
 HX0854'STEEL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY,
 HX0854'AND IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT
 HX0854'3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0970 ***********************************************************************
 HX0970  DESIGNATION -  Q 243
 HX0970  PID         -  HX0970
 HX0970  STATE/COUNTY-  WV/GREENBRIER
 HX0970  USGS QUAD   -  TROUT (1995)
 HX0970
 HX0970                         *CURRENT SURVEY CONTROL
 HX0970  ___________________________________________________________________
 HX0970* NAD 83(1986)-  38 05 31.     (N)    080 28 30.     (W)     SCALED    
 HX0970* NAVD 88     -      1183.972  (meters)    3884.41   (feet)  ADJUSTED  
 HX0970  ___________________________________________________________________
 HX0970  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HX0970  DYNAMIC HT  -        1182.917 (meters)    3880.95  (feet)  COMP
 HX0970  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 HX0970
 HX0970  VERT ORDER  -  SECOND    CLASS 0
 HX0970
 HX0970.The horizontal coordinates were scaled from a topographic map and have
 HX0970.an estimated accuracy of +/- 6 seconds.
 HX0970
 HX0970.The orthometric height was determined by differential leveling
 HX0970.and adjusted by the National Geodetic Survey in June 1991..
 HX0970
 HX0970.The geoid height was determined by GEOID03.
 HX0970
 HX0970.The dynamic height is computed by dividing the NAVD 88
 HX0970.geopotential number by the normal gravity value computed on the
 HX0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0970.degrees latitude (g = 980.6199 gals.).
 HX0970
 HX0970.The modeled gravity was interpolated from observed gravity values.
 HX0970
 HX0970;                    North         East    Units  Estimated Accuracy
 HX0970;SPC WV S     -   121,320.      646,050.      MT  (+/- 180 meters Scaled)
 HX0970
 HX0970                          SUPERSEDED SURVEY CONTROL
 HX0970
 HX0970  NGVD 29 (??/??/92) 1184.050  (m)         3884.67   (f) ADJ UNCH    2 0
 HX0970
 HX0970.Superseded values are not recommended for survey control.
 HX0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0970.See file dsdata.txt to determine how the superseded data were derived.
 HX0970
 HX0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC460161(NAD 83)
 HX0970_MARKER: DB = BENCH MARK DISK
 HX0970_SETTING: 80 = SET IN A BOULDER
 HX0970_SP_SET: BOULDER
 HX0970_STAMPING: Q 243 1962
 HX0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0970+STABILITY: SURFACE MOTION
 HX0970
 HX0970  HISTORY     - Date     Condition        Report By
 HX0970  HISTORY     - 1962     MONUMENTED       CGS
 HX0970
 HX0970                          STATION DESCRIPTION
 HX0970
 HX0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0970'12.1 MI S FROM RICHWOOD.
 HX0970'12.1 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION OF
 HX0970'RIVERSIDE DRIVE, SET ON TOP OF A MOSS COVERED ROCK THAT IS
 HX0970'ABOUT 25 FEET LONG-BY-8 FEET WIDE, AND HAS A DOUBLE TRUNKED 10
 HX0970'INCH BIRCH TREE GROWING ON TOP OF THE SOUTHWEST END, 43 FEET
 HX0970'NORTHWEST OF CENTER LINE OF ROAD, 10 FEET NORTHEAST OF THE
 HX0970'SOUTHWEST END OF ROCK, 1.5 FEET NORTHWEST OF SOUTHEAST EDGE OF
 HX0970'ROCK, AND LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0521 ***********************************************************************
 HX0521  DESIGNATION -  Q 244 RESET 1962
 HX0521  PID         -  HX0521
 HX0521  STATE/COUNTY-  WV/WEBSTER
 HX0521  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0521
 HX0521                         *CURRENT SURVEY CONTROL
 HX0521  ___________________________________________________________________
 HX0521* NAD 83(1986)-  38 28 37.     (N)    080 25 49.     (W)     SCALED    
 HX0521* NAVD 88     -       697.252  (meters)    2287.57   (feet)  ADJUSTED  
 HX0521  ___________________________________________________________________
 HX0521  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HX0521  DYNAMIC HT  -         696.721 (meters)    2285.83  (feet)  COMP
 HX0521  MODELED GRAV-     979,843.1   (mgal)                       NAVD 88
 HX0521
 HX0521  VERT ORDER  -  SECOND    CLASS 0
 HX0521
 HX0521.The horizontal coordinates were scaled from a topographic map and have
 HX0521.an estimated accuracy of +/- 6 seconds.
 HX0521
 HX0521.The orthometric height was determined by differential leveling
 HX0521.and adjusted by the National Geodetic Survey in June 1991..
 HX0521
 HX0521.The geoid height was determined by GEOID03.
 HX0521
 HX0521.The dynamic height is computed by dividing the NAVD 88
 HX0521.geopotential number by the normal gravity value computed on the
 HX0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0521.degrees latitude (g = 980.6199 gals.).
 HX0521
 HX0521.The modeled gravity was interpolated from observed gravity values.
 HX0521
 HX0521;                    North         East    Units  Estimated Accuracy
 HX0521;SPC WV S     -   164,080.      649,710.      MT  (+/- 180 meters Scaled)
 HX0521
 HX0521                          SUPERSEDED SURVEY CONTROL
 HX0521
 HX0521  NGVD 29 (??/??/92)  697.406  (m)         2288.07   (f) ADJ UNCH    2 0
 HX0521
 HX0521.Superseded values are not recommended for survey control.
 HX0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0521.See file dsdata.txt to determine how the superseded data were derived.
 HX0521
 HX0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC496588(NAD 83)
 HX0521_MARKER: DB = BENCH MARK DISK
 HX0521_SETTING: 66 = SET IN ROCK OUTCROP
 HX0521_SP_SET: ROCK CUT
 HX0521_STAMPING: Q 244 RESET 1962
 HX0521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0521+STABILITY: POSITION/ELEVATION WELL
 HX0521
 HX0521  HISTORY     - Date     Condition        Report By
 HX0521  HISTORY     - 1962     MONUMENTED       CGS
 HX0521
 HX0521                          STATION DESCRIPTION
 HX0521
 HX0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0521'2.5 MI SW FROM WEBSTER SPRINGS.
 HX0521'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 HX0521'STATE HIGHWAY 15 AT WEBSTER SPRINGS, ON THE INSIDE OF A CURVE
 HX0521'WITH TANGENTS EXTENDING SOUTHEAST AND SOUTHWEST, 18.5 FEET
 HX0521'SOUTHEAST OF CENTER LINE OF HIGHWAY, 57 FEET SOUTHEAST AND
 HX0521'ACROSS THE HIGHWAY FROM CENTER OF DIRT ROAD, 150 FEET EAST OF
 HX0521'EAST END OF STONE WALL AT THE ELK RIVER OVERLOOK, ABOUT LEVEL
 HX0521'WITH HIGHWAY, AND SET VERTICALLY IN NORTHWEST FACE OF A 4 FOOT
 HX0521'LONG ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0626 ***********************************************************************
 HX0626  DESIGNATION -  Q 245
 HX0626  PID         -  HX0626
 HX0626  STATE/COUNTY-  WV/POCAHONTAS
 HX0626  USGS QUAD   -  EDRAY (1995)
 HX0626
 HX0626                         *CURRENT SURVEY CONTROL
 HX0626  ___________________________________________________________________
 HX0626* NAD 83(1986)-  38 22 08.     (N)    080 06 55.     (W)     SCALED    
 HX0626* NAVD 88     -       876.723  (meters)    2876.38   (feet)  ADJUSTED  
 HX0626  ___________________________________________________________________
 HX0626  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HX0626  DYNAMIC HT  -         876.001 (meters)    2874.01  (feet)  COMP
 HX0626  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 HX0626
 HX0626  VERT ORDER  -  FIRST     CLASS II
 HX0626
 HX0626.The horizontal coordinates were scaled from a topographic map and have
 HX0626.an estimated accuracy of +/- 6 seconds.
 HX0626
 HX0626.The orthometric height was determined by differential leveling
 HX0626.and adjusted by the National Geodetic Survey in June 1991..
 HX0626
 HX0626.The geoid height was determined by GEOID03.
 HX0626
 HX0626.The dynamic height is computed by dividing the NAVD 88
 HX0626.geopotential number by the normal gravity value computed on the
 HX0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0626.degrees latitude (g = 980.6199 gals.).
 HX0626
 HX0626.The modeled gravity was interpolated from observed gravity values.
 HX0626
 HX0626;                    North         East    Units  Estimated Accuracy
 HX0626;SPC WV S     -   152,300.      677,310.      MT  (+/- 180 meters Scaled)
 HX0626
 HX0626                          SUPERSEDED SURVEY CONTROL
 HX0626
 HX0626  NGVD 29 (??/??/92)  876.807  (m)         2876.66   (f) ADJ UNCH    1 2
 HX0626
 HX0626.Superseded values are not recommended for survey control.
 HX0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0626.See file dsdata.txt to determine how the superseded data were derived.
 HX0626
 HX0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC772471(NAD 83)
 HX0626_MARKER: DB = BENCH MARK DISK
 HX0626_SETTING: 66 = SET IN ROCK OUTCROP
 HX0626_SP_SET: ROCK LEDGE
 HX0626_STAMPING: Q 245 1962
 HX0626_MARK LOGO: CGS   
 HX0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0626+STABILITY: POSITION/ELEVATION WELL
 HX0626
 HX0626  HISTORY     - Date     Condition        Report By
 HX0626  HISTORY     - 1962     MONUMENTED       CGS
 HX0626  HISTORY     - 1983     GOOD             NGS
 HX0626
 HX0626                          STATION DESCRIPTION
 HX0626
 HX0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0626'3.4 MI S FROM SLATY FORK.
 HX0626'3.45 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL
 HX0626'AT SLATY FORK, ABOUT 0.85 MILE NORTHWEST OF MARYS CHAPEL CHURCH,
 HX0626'ABOUT 0.25 MILE NORTHWEST OF GIBSONS CEMETERY, 163 YARDS NORTHWEST
 HX0626'OF THE NORTHEAST END OF A WOODEN BRIDGE OVER A SMALL STREAM
 HX0626'FOR A PRIVATE ROAD LEADING SOUTHWEST, SET VERTICALLY IN THE
 HX0626'SOUTHWEST FACE OF A ROCK LEDGE 20-FOOT LONG AND 8-FOOT HIGH
 HX0626'IN A LONG CUT ABOUT 20-FOOT HIGH, 26 FEET NORTHEAST OF THE CENTER
 HX0626'LINE OF THE HIGHWAY, 10 FEET NORTHWEST OF THE SOUTHWEST END OF
 HX0626'THE ROCK LEDGE, ABOUT 1 FOOT ABOVE THE GROUND, AND ABOUT 3 FEET
 HX0626'ABOVE THE LEVEL OF THE HIGHWAY.
 HX0626
 HX0626                          STATION RECOVERY (1983)
 HX0626
 HX0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0765 ***********************************************************************
 HX0765  DESIGNATION -  Q 246
 HX0765  PID         -  HX0765
 HX0765  STATE/COUNTY-  WV/POCAHONTAS
 HX0765  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0765
 HX0765                         *CURRENT SURVEY CONTROL
 HX0765  ___________________________________________________________________
 HX0765* NAD 83(1986)-  38 17 48.     (N)    080 17 02.     (W)     SCALED    
 HX0765* NAVD 88     -      1015.019  (meters)    3330.11   (feet)  ADJUSTED  
 HX0765  ___________________________________________________________________
 HX0765  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0765  DYNAMIC HT  -        1014.175 (meters)    3327.34  (feet)  COMP
 HX0765  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 HX0765
 HX0765  VERT ORDER  -  SECOND    CLASS 0
 HX0765
 HX0765.The horizontal coordinates were scaled from a topographic map and have
 HX0765.an estimated accuracy of +/- 6 seconds.
 HX0765
 HX0765.The orthometric height was determined by differential leveling
 HX0765.and adjusted by the National Geodetic Survey in June 1991..
 HX0765
 HX0765.The geoid height was determined by GEOID03.
 HX0765
 HX0765.The dynamic height is computed by dividing the NAVD 88
 HX0765.geopotential number by the normal gravity value computed on the
 HX0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0765.degrees latitude (g = 980.6199 gals.).
 HX0765
 HX0765.The modeled gravity was interpolated from observed gravity values.
 HX0765
 HX0765;                    North         East    Units  Estimated Accuracy
 HX0765;SPC WV S     -   144,160.      662,640.      MT  (+/- 180 meters Scaled)
 HX0765
 HX0765                          SUPERSEDED SURVEY CONTROL
 HX0765
 HX0765  NGVD 29 (??/??/92) 1015.106  (m)         3330.39   (f) ADJ UNCH    2 0
 HX0765
 HX0765.Superseded values are not recommended for survey control.
 HX0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0765.See file dsdata.txt to determine how the superseded data were derived.
 HX0765
 HX0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC626389(NAD 83)
 HX0765_MARKER: DB = BENCH MARK DISK
 HX0765_SETTING: 66 = SET IN ROCK OUTCROP
 HX0765_SP_SET: ROCK LEDGE
 HX0765_STAMPING: Q 246 1962
 HX0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0765+STABILITY: POSITION/ELEVATION WELL
 HX0765
 HX0765  HISTORY     - Date     Condition        Report By
 HX0765  HISTORY     - 1962     MONUMENTED       CGS
 HX0765
 HX0765                          STATION DESCRIPTION
 HX0765
 HX0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0765'13.8 MI SE FROM DYER.
 HX0765'6.75 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD (BLACK TOP AND
 HX0765'GRADED) FROM THE METHODIST CHURCH AT DYER, THENCE ABOUT 7.5 MILES
 HX0765'SOUTHEAST ALONG U.S. FORESTRY ROAD 108, ABOUT 0.5 MILE SOUTHEAST
 HX0765'OF A POINT WHERE THE ROAD FORDS THE MIDDLE FORK CREEK, SET ON TOP
 HX0765'OF THE SOUTH POINT OF A ROCK LEDGE ABOUT 4-FOOT WIDE, EXTENDING
 HX0765'OUT 6 FOOT FROM UNDER THE HILLSIDE DIRECTLY NORTH OF AND ACROSS
 HX0765'THE ROAD AND CREEK FROM THE CONFLUENCE OF MC CLINTOCK RUN AND
 HX0765'MIDDLE FORK CREEK, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HX0765'99 FEET NORTHWEST OF A U.S. FORESTRY SIGN READING MC CLINTOCK RUN,
 HX0765'0.9 FOOT NORTH OF THE SOUTH POINT OF THE ROCK, AND ABOUT 1 FOOT
 HX0765'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0716 ***********************************************************************
 HX0716  DESIGNATION -  Q 247
 HX0716  PID         -  HX0716
 HX0716  STATE/COUNTY-  WV/POCAHONTAS
 HX0716  USGS QUAD   -  WOODROW (1995)
 HX0716
 HX0716                         *CURRENT SURVEY CONTROL
 HX0716  ___________________________________________________________________
 HX0716* NAD 83(1986)-  38 22 00.     (N)    080 14 02.     (W)     SCALED    
 HX0716* NAVD 88     -      1123.716  (meters)    3686.72   (feet)  ADJUSTED  
 HX0716  ___________________________________________________________________
 HX0716  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0716  DYNAMIC HT  -        1122.809 (meters)    3683.75  (feet)  COMP
 HX0716  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 HX0716
 HX0716  VERT ORDER  -  SECOND    CLASS 0
 HX0716
 HX0716.The horizontal coordinates were scaled from a topographic map and have
 HX0716.an estimated accuracy of +/- 6 seconds.
 HX0716
 HX0716.The orthometric height was determined by differential leveling
 HX0716.and adjusted by the National Geodetic Survey in June 1991..
 HX0716
 HX0716.The geoid height was determined by GEOID03.
 HX0716
 HX0716.The dynamic height is computed by dividing the NAVD 88
 HX0716.geopotential number by the normal gravity value computed on the
 HX0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0716.degrees latitude (g = 980.6199 gals.).
 HX0716
 HX0716.The modeled gravity was interpolated from observed gravity values.
 HX0716
 HX0716;                    North         East    Units  Estimated Accuracy
 HX0716;SPC WV S     -   151,960.      666,950.      MT  (+/- 180 meters Scaled)
 HX0716
 HX0716                          SUPERSEDED SURVEY CONTROL
 HX0716
 HX0716  NGVD 29 (??/??/92) 1123.816  (m)         3687.05   (f) ADJ UNCH    2 0
 HX0716
 HX0716.Superseded values are not recommended for survey control.
 HX0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0716.See file dsdata.txt to determine how the superseded data were derived.
 HX0716
 HX0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC669467(NAD 83)
 HX0716_MARKER: DB = BENCH MARK DISK
 HX0716_SETTING: 80 = SET IN A BOULDER
 HX0716_SP_SET: BOULDER
 HX0716_STAMPING: Q 247 1962
 HX0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0716+STABILITY: SURFACE MOTION
 HX0716
 HX0716  HISTORY     - Date     Condition        Report By
 HX0716  HISTORY     - 1962     MONUMENTED       CGS
 HX0716
 HX0716                          STATION DESCRIPTION
 HX0716
 HX0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0716'11.9 MI NW FROM WOODROW.
 HX0716'1.35 MILES NORTHWEST ALONG BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0716'AT WOODROW, THENCE ABOUT 3.8 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0716'ROAD 76, THENCE ABOUT 2.9 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0716'SERVICE ROAD 86, THENCE ABOUT 3.85 MILES NORTHEAST ALONG U.S.
 HX0716'FORESTRY SERVICE ROAD 135, ABOUT 1.2 MILES NORTHEAST OF WHERE
 HX0716'THE ROAD MAKES A SWITCH BACK FROM SOUTHWEST TO NORTHEAST, SET
 HX0716'VERTICALLY ON THE EAST FACE OF A LARGE BOULDER ABOUT 20 FEET LONG,
 HX0716'PROJECTING 18 FEET WITH SEVERAL SMALL SPRUCE TREES GROWING ON
 HX0716'TOP, 22 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 15 1/2
 HX0716'FEET NORTH OF THE NORTHWEST END OF A 18-INCH GALVANIZED PIPE
 HX0716'UNDER THE ROAD, 8 FEET NORTH OF THE SOUTH END OF THE BOULDER,
 HX0716'ABOUT 2 FEET ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL
 HX0716'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0689 ***********************************************************************
 HX0689  DESIGNATION -  Q 248
 HX0689  PID         -  HX0689
 HX0689  STATE/COUNTY-  WV/POCAHONTAS
 HX0689  USGS QUAD   -  SHARP KNOB (1995)
 HX0689
 HX0689                         *CURRENT SURVEY CONTROL
 HX0689  ___________________________________________________________________
 HX0689* NAD 83(1986)-  38 25 19.     (N)    080 08 14.     (W)     SCALED    
 HX0689* NAVD 88     -       855.724  (meters)    2807.49   (feet)  ADJUSTED  
 HX0689  ___________________________________________________________________
 HX0689  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0689  DYNAMIC HT  -         855.034 (meters)    2805.22  (feet)  COMP
 HX0689  MODELED GRAV-     979,793.4   (mgal)                       NAVD 88
 HX0689
 HX0689  VERT ORDER  -  SECOND    CLASS 0
 HX0689
 HX0689.The horizontal coordinates were scaled from a topographic map and have
 HX0689.an estimated accuracy of +/- 6 seconds.
 HX0689
 HX0689.The orthometric height was determined by differential leveling
 HX0689.and adjusted by the National Geodetic Survey in June 1991..
 HX0689
 HX0689.The geoid height was determined by GEOID03.
 HX0689
 HX0689.The dynamic height is computed by dividing the NAVD 88
 HX0689.geopotential number by the normal gravity value computed on the
 HX0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0689.degrees latitude (g = 980.6199 gals.).
 HX0689
 HX0689.The modeled gravity was interpolated from observed gravity values.
 HX0689
 HX0689;                    North         East    Units  Estimated Accuracy
 HX0689;SPC WV S     -   158,170.      675,340.      MT  (+/- 180 meters Scaled)
 HX0689
 HX0689                          SUPERSEDED SURVEY CONTROL
 HX0689
 HX0689  NGVD 29 (??/??/92)  855.819  (m)         2807.80   (f) ADJ UNCH    2 0
 HX0689
 HX0689.Superseded values are not recommended for survey control.
 HX0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0689.See file dsdata.txt to determine how the superseded data were derived.
 HX0689
 HX0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC753529(NAD 83)
 HX0689_MARKER: DB = BENCH MARK DISK
 HX0689_SETTING: 66 = SET IN ROCK OUTCROP
 HX0689_SP_SET: ROCK CUT
 HX0689_STAMPING: Q 248 1962
 HX0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0689+STABILITY: POSITION/ELEVATION WELL
 HX0689
 HX0689  HISTORY     - Date     Condition        Report By
 HX0689  HISTORY     - 1962     MONUMENTED       CGS
 HX0689
 HX0689                          STATION DESCRIPTION
 HX0689
 HX0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0689'0.6 MI NW FROM SLATY FORK.
 HX0689'0.6 MILE NORTHWEST ALONG ABANDONED RAILROAD BED (TRAIL) FROM THE
 HX0689'SLATY FORK POST OFFICE, ABOUT 0.65 MILE SOUTHWEST OF THE OLD
 HX0689'WASHED OUT RAILROAD BRIDGE OVER PROPS RUN, ABOUT 0.4 MILE
 HX0689'NORTHWEST OF THE JUNCTION OF AN OLD ROAD (TRAIL) LEADING WEST,
 HX0689'SET VERTICALLY ON THE EAST FACE OF A SMALL ROCK CUT ABOUT 20
 HX0689'FEET LONG IN A LONG DEEP CUT, 15 FEET SOUTHWEST OF THE CENTER
 HX0689'LINE OF THE OLD ROADBED, 2 FEET SOUTH OF THE NORTH END OF THE
 HX0689'ROCK, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS
 HX0689'BENCH MARK IS 0.6 MILE NORTHWEST OF BENCH MARK W 245.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0883 ***********************************************************************
 HX0883  DESIGNATION -  Q 249
 HX0883  PID         -  HX0883
 HX0883  STATE/COUNTY-  WV/GREENBRIER
 HX0883  USGS QUAD   -  DROOP (1995)
 HX0883
 HX0883                         *CURRENT SURVEY CONTROL
 HX0883  ___________________________________________________________________
 HX0883* NAD 83(1986)-  38 02 00.     (N)    080 19 55.     (W)     SCALED    
 HX0883* NAVD 88     -       686.148  (meters)    2251.14   (feet)  ADJUSTED  
 HX0883  ___________________________________________________________________
 HX0883  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX0883  DYNAMIC HT  -         685.581 (meters)    2249.28  (feet)  COMP
 HX0883  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 HX0883
 HX0883  VERT ORDER  -  FIRST     CLASS II
 HX0883
 HX0883.The horizontal coordinates were scaled from a topographic map and have
 HX0883.an estimated accuracy of +/- 6 seconds.
 HX0883
 HX0883.The orthometric height was determined by differential leveling
 HX0883.and adjusted by the National Geodetic Survey in June 1991..
 HX0883
 HX0883.The geoid height was determined by GEOID03.
 HX0883
 HX0883.The dynamic height is computed by dividing the NAVD 88
 HX0883.geopotential number by the normal gravity value computed on the
 HX0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0883.degrees latitude (g = 980.6199 gals.).
 HX0883
 HX0883.The modeled gravity was interpolated from observed gravity values.
 HX0883
 HX0883;                    North         East    Units  Estimated Accuracy
 HX0883;SPC WV S     -   114,900.      658,650.      MT  (+/- 180 meters Scaled)
 HX0883
 HX0883                          SUPERSEDED SURVEY CONTROL
 HX0883
 HX0883  NGVD 29 (??/??/92)  686.269  (m)         2251.53   (f) ADJ UNCH    1 2
 HX0883
 HX0883.Superseded values are not recommended for survey control.
 HX0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0883.See file dsdata.txt to determine how the superseded data were derived.
 HX0883
 HX0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC586097(NAD 83)
 HX0883_MARKER: DB = BENCH MARK DISK
 HX0883_SETTING: 66 = SET IN ROCK OUTCROP
 HX0883_SP_SET: ROCK OUTCROP
 HX0883_STAMPING: Q 249 1962
 HX0883_MARK LOGO: CGS   
 HX0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0883+STABILITY: POSITION/ELEVATION WELL
 HX0883
 HX0883  HISTORY     - Date     Condition        Report By
 HX0883  HISTORY     - 1962     MONUMENTED       CGS
 HX0883  HISTORY     - 1983     GOOD             NGS
 HX0883
 HX0883                          STATION DESCRIPTION
 HX0883
 HX0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0883'3.4 MI NE FROM RENICK.
 HX0883'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE HIGH SCHOOL
 HX0883'AT RENICK, SET ON TOP OF 10-BY 4-FOOT ROCK OUTCROP IN THE EAST
 HX0883'CORNER OF PASTURE, AT JUNCTION OF BLACK TOP ROAD LEADING
 HX0883'NORTHWEST TO LEONARD, 64 FEET NORTHWEST OF CENTER LINE OF U.S.
 HX0883'HIGHWAY 219, 122.5 FEET WEST OF CENTER LINE OF BLACK TOP ROAD,
 HX0883'1 FOOT SOUTHWEST OF NORTHEAST END OF ROCK, ABOUT 5 FEET ABOVE
 HX0883'THE LEVEL OF BLACK TOP ROAD, AND ABOUT 6 FEET BELOW THE LEVEL
 HX0883'OF U.S. HIGHWAY 219.
 HX0883
 HX0883                          STATION RECOVERY (1983)
 HX0883
 HX0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1695 ***********************************************************************
 HX1695  DESIGNATION -  Q 25
 HX1695  PID         -  HX1695
 HX1695  STATE/COUNTY-  WV/CALHOUN
 HX1695  USGS QUAD   -  GRANTSVILLE (1966)
 HX1695
 HX1695                         *CURRENT SURVEY CONTROL
 HX1695  ___________________________________________________________________
 HX1695* NAD 83(1986)-  38 54 52.     (N)    081 05 49.     (W)     SCALED    
 HX1695* NAVD 88     -       209.451  (meters)     687.17   (feet)  ADJUSTED  
 HX1695  ___________________________________________________________________
 HX1695  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HX1695  DYNAMIC HT  -         209.314 (meters)     686.72  (feet)  COMP
 HX1695  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 HX1695
 HX1695  VERT ORDER  -  SECOND    CLASS 0
 HX1695
 HX1695.The horizontal coordinates were scaled from a topographic map and have
 HX1695.an estimated accuracy of +/- 6 seconds.
 HX1695
 HX1695.The orthometric height was determined by differential leveling
 HX1695.and adjusted by the National Geodetic Survey in June 1991..
 HX1695
 HX1695.The geoid height was determined by GEOID03.
 HX1695
 HX1695.The dynamic height is computed by dividing the NAVD 88
 HX1695.geopotential number by the normal gravity value computed on the
 HX1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1695.degrees latitude (g = 980.6199 gals.).
 HX1695
 HX1695.The modeled gravity was interpolated from observed gravity values.
 HX1695
 HX1695;                    North         East    Units  Estimated Accuracy
 HX1695;SPC WV S     -   212,500.      591,590.      MT  (+/- 180 meters Scaled)
 HX1695
 HX1695                          SUPERSEDED SURVEY CONTROL
 HX1695
 HX1695  NGVD 29 (??/??/92)  209.625  (m)          687.74   (f) ADJ UNCH    2 0
 HX1695
 HX1695.Superseded values are not recommended for survey control.
 HX1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1695.See file dsdata.txt to determine how the superseded data were derived.
 HX1695
 HX1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD915072(NAD 83)
 HX1695_MARKER: DB = BENCH MARK DISK
 HX1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1695_STAMPING: Q 25 1935
 HX1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1695+STABILITY: SURFACE MOTION
 HX1695
 HX1695  HISTORY     - Date     Condition        Report By
 HX1695  HISTORY     - 1935     MONUMENTED       CGS
 HX1695
 HX1695                          STATION DESCRIPTION
 HX1695
 HX1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX1695'0.8 MI S FROM GRANTSVILLE.
 HX1695'0.8 MILE SOUTH ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 HX1695'AT GRANTSVILLE, CALHOUN COUNTY, AT THE JUNCTION OF A DIRT ROAD
 HX1695'LEADING TO A FARMHOUSE, 36 FEET SOUTH OF THE CENTERLINE OF THE
 HX1695'ROAD, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET
 HX1695'NORTHWEST OF A LARGE POSTER SIGNBOARD, 5 FEET EAST OF A SCHOOL-BUS
 HX1695'STOP BUILDING AND ABOUT 2 FEET LOWER THAN THE ROADWAY.  A
 HX1695'STANDARD DISK, STAMPED Q 25 1935 AND SET IN THE TOP OF A CONCRETE
 HX1695'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0558 ***********************************************************************
 HX0558  DESIGNATION -  Q 250
 HX0558  PID         -  HX0558
 HX0558  STATE/COUNTY-  WV/POCAHONTAS
 HX0558  USGS QUAD   -  HILLSBORO (1995)
 HX0558
 HX0558                         *CURRENT SURVEY CONTROL
 HX0558  ___________________________________________________________________
 HX0558* NAD 83(1986)-  38 08 18.     (N)    080 10 27.     (W)     SCALED    
 HX0558* NAVD 88     -       628.653  (meters)    2062.51   (feet)  ADJUSTED  
 HX0558  ___________________________________________________________________
 HX0558  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HX0558  DYNAMIC HT  -         628.139 (meters)    2060.82  (feet)  COMP
 HX0558  MODELED GRAV-     979,792.2   (mgal)                       NAVD 88
 HX0558
 HX0558  VERT ORDER  -  SECOND    CLASS 0
 HX0558
 HX0558.The horizontal coordinates were scaled from a topographic map and have
 HX0558.an estimated accuracy of +/- 6 seconds.
 HX0558
 HX0558.The orthometric height was determined by differential leveling
 HX0558.and adjusted by the National Geodetic Survey in June 1991..
 HX0558
 HX0558.The geoid height was determined by GEOID03.
 HX0558
 HX0558.The dynamic height is computed by dividing the NAVD 88
 HX0558.geopotential number by the normal gravity value computed on the
 HX0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0558.degrees latitude (g = 980.6199 gals.).
 HX0558
 HX0558.The modeled gravity was interpolated from observed gravity values.
 HX0558
 HX0558;                    North         East    Units  Estimated Accuracy
 HX0558;SPC WV S     -   126,660.      672,390.      MT  (+/- 180 meters Scaled)
 HX0558
 HX0558                          SUPERSEDED SURVEY CONTROL
 HX0558
 HX0558  NGVD 29 (??/??/92)  628.742  (m)         2062.80   (f) ADJ UNCH    2 0
 HX0558
 HX0558.Superseded values are not recommended for survey control.
 HX0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0558.See file dsdata.txt to determine how the superseded data were derived.
 HX0558
 HX0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC723214(NAD 83)
 HX0558_MARKER: DB = BENCH MARK DISK
 HX0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0558_SP_SET: ABUTMENT
 HX0558_STAMPING: Q 250 1962
 HX0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0558
 HX0558  HISTORY     - Date     Condition        Report By
 HX0558  HISTORY     - 1962     MONUMENTED       CGS
 HX0558  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0558
 HX0558                          STATION DESCRIPTION
 HX0558
 HX0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0558'0.6 MI N FROM SEEBERT.
 HX0558'0.65 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX0558'THE STATION AT SEEBERT, ABOUT 0.45 MILE NORTH OF THE CROSSING
 HX0558'OF A DIRT ROAD WHICH IS IN THE NORTH EDGE OF SEEBERT, SET ON
 HX0558'TOP OF THE NORTHEAST CONCRETE ABUTMENT OF A 120-FOOT STEEL
 HX0558'RAILROAD BRIDGE 464 OVER STAMPING CREEK, 2.8 FEET NORTHWEST OF
 HX0558'THE SOUTHEAST END OF THE ABUTMENT, 9 FEET SOUTHEAST OF THE
 HX0558'SOUTHEAST RAIL OF THE MAIN TRACK, AND ABOUT 3 FEET BELOW THE
 HX0558'LEVEL OF THE TRACK.
 HX0558
 HX0558                          STATION RECOVERY (1983)
 HX0558
 HX0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0943 ***********************************************************************
 HX0943  DESIGNATION -  Q 251
 HX0943  PID         -  HX0943
 HX0943  STATE/COUNTY-  WV/GREENBRIER
 HX0943  USGS QUAD   -  TROUT (1995)
 HX0943
 HX0943                         *CURRENT SURVEY CONTROL
 HX0943  ___________________________________________________________________
 HX0943* NAD 83(1986)-  38 04 53.     (N)    080 24 03.     (W)     SCALED    
 HX0943* NAVD 88     -       699.529  (meters)    2295.04   (feet)  ADJUSTED  
 HX0943  ___________________________________________________________________
 HX0943  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX0943  DYNAMIC HT  -         698.944 (meters)    2293.12  (feet)  COMP
 HX0943  MODELED GRAV-     979,771.3   (mgal)                       NAVD 88
 HX0943
 HX0943  VERT ORDER  -  SECOND    CLASS 0
 HX0943
 HX0943.The horizontal coordinates were scaled from a topographic map and have
 HX0943.an estimated accuracy of +/- 6 seconds.
 HX0943
 HX0943.The orthometric height was determined by differential leveling
 HX0943.and adjusted by the National Geodetic Survey in June 1991..
 HX0943
 HX0943.The geoid height was determined by GEOID03.
 HX0943
 HX0943.The dynamic height is computed by dividing the NAVD 88
 HX0943.geopotential number by the normal gravity value computed on the
 HX0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0943.degrees latitude (g = 980.6199 gals.).
 HX0943
 HX0943.The modeled gravity was interpolated from observed gravity values.
 HX0943
 HX0943;                    North         East    Units  Estimated Accuracy
 HX0943;SPC WV S     -   120,190.      652,560.      MT  (+/- 180 meters Scaled)
 HX0943
 HX0943                          SUPERSEDED SURVEY CONTROL
 HX0943
 HX0943  NGVD 29 (??/??/92)  699.637  (m)         2295.39   (f) ADJ UNCH    2 0
 HX0943
 HX0943.Superseded values are not recommended for survey control.
 HX0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0943.See file dsdata.txt to determine how the superseded data were derived.
 HX0943
 HX0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC525150(NAD 83)
 HX0943_MARKER: DB = BENCH MARK DISK
 HX0943_SETTING: 66 = SET IN ROCK OUTCROP
 HX0943_SP_SET: PROJECTING ROCK
 HX0943_STAMPING: Q 251 1962
 HX0943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0943+STABILITY: POSITION/ELEVATION WELL
 HX0943
 HX0943  HISTORY     - Date     Condition        Report By
 HX0943  HISTORY     - 1962     MONUMENTED       CGS
 HX0943
 HX0943                          STATION DESCRIPTION
 HX0943
 HX0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0943'0.1 MI SE FROM LEONARD.
 HX0943'0.1 MILE SOUTHEAST ALONG SPRING CREEK ROAD FROM THE SCHOOL AT
 HX0943'LEONARD, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING TO
 HX0943'THE EAST AND NORTH, ON TOP OF THE NORTHWEST END OF A TRIANGULAR
 HX0943'SHAPED ROCK THAT PROJECT OUT OF THE BANK, 23 1/2 FEET SOUTHEAST
 HX0943'OF THE NORTHEAST CORNER OF A PIPE CULVERT, 10 1/2 FEET NORTHEAST
 HX0943'OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET ABOVE THE GROUND,
 HX0943'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0632 ***********************************************************************
 HX0632  DESIGNATION -  Q 252
 HX0632  PID         -  HX0632
 HX0632  STATE/COUNTY-  WV/POCAHONTAS
 HX0632  USGS QUAD   -  MINGO (1995)
 HX0632
 HX0632                         *CURRENT SURVEY CONTROL
 HX0632  ___________________________________________________________________
 HX0632* NAD 83(1986)-  38 25 05.     (N)    080 06 13.     (W)     SCALED    
 HX0632* NAVD 88     -       839.244  (meters)    2753.42   (feet)  ADJUSTED  
 HX0632  ___________________________________________________________________
 HX0632  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0632  DYNAMIC HT  -         838.567 (meters)    2751.20  (feet)  COMP
 HX0632  MODELED GRAV-     979,793.8   (mgal)                       NAVD 88
 HX0632
 HX0632  VERT ORDER  -  FIRST     CLASS II
 HX0632
 HX0632.The horizontal coordinates were scaled from a topographic map and have
 HX0632.an estimated accuracy of +/- 6 seconds.
 HX0632
 HX0632.The orthometric height was determined by differential leveling
 HX0632.and adjusted by the National Geodetic Survey in June 1991..
 HX0632
 HX0632.The geoid height was determined by GEOID03.
 HX0632
 HX0632.The dynamic height is computed by dividing the NAVD 88
 HX0632.geopotential number by the normal gravity value computed on the
 HX0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0632.degrees latitude (g = 980.6199 gals.).
 HX0632
 HX0632.The modeled gravity was interpolated from observed gravity values.
 HX0632
 HX0632;                    North         East    Units  Estimated Accuracy
 HX0632;SPC WV S     -   157,770.      678,280.      MT  (+/- 180 meters Scaled)
 HX0632
 HX0632                          SUPERSEDED SURVEY CONTROL
 HX0632
 HX0632  NGVD 29 (??/??/92)  839.338  (m)         2753.73   (f) ADJ UNCH    1 2
 HX0632
 HX0632.Superseded values are not recommended for survey control.
 HX0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0632.See file dsdata.txt to determine how the superseded data were derived.
 HX0632
 HX0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC782525(NAD 83)
 HX0632_MARKER: DB = BENCH MARK DISK
 HX0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0632_STAMPING: Q 252 1962
 HX0632_MARK LOGO: CGS   
 HX0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0632+STABILITY: SURFACE MOTION
 HX0632
 HX0632  HISTORY     - Date     Condition        Report By
 HX0632  HISTORY     - 1962     MONUMENTED       CGS
 HX0632  HISTORY     - 1983     GOOD             NGS
 HX0632
 HX0632                          STATION DESCRIPTION
 HX0632
 HX0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0632'1 MI E FROM SLATY FORK.
 HX0632'1.0 MILE EAST ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL AT
 HX0632'SLATY FORK, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING TO
 HX0632'THE SOUTHEAST AND SOUTHWEST, 26.9 FEET SOUTH OF THE CENTER
 HX0632'LINE OF THE HIGHWAY, 7 1/2 FEET SOUTH OF THE FENCE LINE, 1 1/2
 HX0632'FEET NORTH OF A TELEPHONE POLE, 2.6 FEET EAST OF A STEEL WITNESS
 HX0632'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 HX0632'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HX0632
 HX0632                          STATION RECOVERY (1983)
 HX0632
 HX0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0647 ***********************************************************************
 HX0647  DESIGNATION -  Q 253
 HX0647  PID         -  HX0647
 HX0647  STATE/COUNTY-  WV/RANDOLPH
 HX0647  USGS QUAD   -  VALLEY HEAD (1995)
 HX0647
 HX0647                         *CURRENT SURVEY CONTROL
 HX0647  ___________________________________________________________________
 HX0647* NAD 83(1986)-  38 30 08.     (N)    080 03 00.     (W)     SCALED    
 HX0647* NAVD 88     -       797.962  (meters)    2617.98   (feet)  ADJUSTED  
 HX0647  ___________________________________________________________________
 HX0647  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HX0647  DYNAMIC HT  -         797.324 (meters)    2615.89  (feet)  COMP
 HX0647  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 HX0647
 HX0647  VERT ORDER  -  FIRST     CLASS II
 HX0647
 HX0647.The horizontal coordinates were scaled from a topographic map and have
 HX0647.an estimated accuracy of +/- 6 seconds.
 HX0647
 HX0647.The orthometric height was determined by differential leveling
 HX0647.and adjusted by the National Geodetic Survey in June 1991..
 HX0647
 HX0647.The geoid height was determined by GEOID03.
 HX0647
 HX0647.The dynamic height is computed by dividing the NAVD 88
 HX0647.geopotential number by the normal gravity value computed on the
 HX0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0647.degrees latitude (g = 980.6199 gals.).
 HX0647
 HX0647.The modeled gravity was interpolated from observed gravity values.
 HX0647
 HX0647;                    North         East    Units  Estimated Accuracy
 HX0647;SPC WV S     -   167,160.      682,860.      MT  (+/- 180 meters Scaled)
 HX0647
 HX0647                          SUPERSEDED SURVEY CONTROL
 HX0647
 HX0647  NGVD 29 (??/??/92)  798.068  (m)         2618.33   (f) ADJ UNCH    1 2
 HX0647
 HX0647.Superseded values are not recommended for survey control.
 HX0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0647.See file dsdata.txt to determine how the superseded data were derived.
 HX0647
 HX0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC828619(NAD 83)
 HX0647_MARKER: DB = BENCH MARK DISK
 HX0647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0647_SP_SET: BUILDING
 HX0647_STAMPING: Q 253 1962
 HX0647_MARK LOGO: CGS   
 HX0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0647
 HX0647  HISTORY     - Date     Condition        Report By
 HX0647  HISTORY     - 1962     MONUMENTED       CGS
 HX0647  HISTORY     - 1983     GOOD             NGS
 HX0647
 HX0647                          STATION DESCRIPTION
 HX0647
 HX0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0647'AT MINGO.
 HX0647'AT MINGO, SET VERTICALLY IN THE EAST FACE OF THE BRICK WALL OF
 HX0647'THE GRADE SCHOOL BUILDING, 1 FOOT SOUTH OF THE NORTHEAST CORNER
 HX0647'OF THE BUILDING, 72 FEET NORTH OF THE FLAGPOLE, 77 FEET NORTHWEST
 HX0647'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET ABOVE THE GROUND
 HX0647'LEVEL, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX0647
 HX0647                          STATION RECOVERY (1983)
 HX0647
 HX0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1999 ***********************************************************************
 HW1999  DESIGNATION -  Q 254
 HW1999  PID         -  HW1999
 HW1999  STATE/COUNTY-  WV/POCAHONTAS
 HW1999  USGS QUAD   -  DURBIN (1995)
 HW1999
 HW1999                         *CURRENT SURVEY CONTROL
 HW1999  ___________________________________________________________________
 HW1999* NAD 83(1986)-  38 33 08.     (N)    079 50 29.     (W)     SCALED    
 HW1999* NAVD 88     -       949.220  (meters)    3114.23   (feet)  ADJUSTED  
 HW1999  ___________________________________________________________________
 HW1999  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HW1999  DYNAMIC HT  -         948.448 (meters)    3111.70  (feet)  COMP
 HW1999  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 HW1999
 HW1999  VERT ORDER  -  SECOND    CLASS 0
 HW1999
 HW1999.The horizontal coordinates were scaled from a topographic map and have
 HW1999.an estimated accuracy of +/- 6 seconds.
 HW1999
 HW1999.The orthometric height was determined by differential leveling
 HW1999.and adjusted by the National Geodetic Survey in June 1991..
 HW1999
 HW1999.The geoid height was determined by GEOID03.
 HW1999
 HW1999.The dynamic height is computed by dividing the NAVD 88
 HW1999.geopotential number by the normal gravity value computed on the
 HW1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1999.degrees latitude (g = 980.6199 gals.).
 HW1999
 HW1999.The modeled gravity was interpolated from observed gravity values.
 HW1999
 HW1999;                    North         East    Units  Estimated Accuracy
 HW1999;SPC WV S     -   172,910.      700,990.      MT  (+/- 180 meters Scaled)
 HW1999
 HW1999                          SUPERSEDED SURVEY CONTROL
 HW1999
 HW1999  NGVD 29 (??/??/92)  949.281  (m)         3114.43   (f) ADJ UNCH    2 0
 HW1999
 HW1999.Superseded values are not recommended for survey control.
 HW1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1999.See file dsdata.txt to determine how the superseded data were derived.
 HW1999
 HW1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC009677(NAD 83)
 HW1999_MARKER: DB = BENCH MARK DISK
 HW1999_SETTING: 66 = SET IN ROCK OUTCROP
 HW1999_SP_SET: ROCK CUT
 HW1999_STAMPING: Q 254 1962
 HW1999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1999+STABILITY: POSITION/ELEVATION WELL
 HW1999
 HW1999  HISTORY     - Date     Condition        Report By
 HW1999  HISTORY     - 1962     MONUMENTED       CGS
 HW1999
 HW1999                          STATION DESCRIPTION
 HW1999
 HW1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1999'1.6 MI NW FROM DURBIN.
 HW1999'ABOUT 1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 50 FROM THE POST
 HW1999'OFFICE AT DURBIN, 24 FEET NORTHEAST OF HIGHWAY, ABOUT 3 FEET
 HW1999'ABOVE LEVEL OF HIGHWAY, 245 FEET NORTHWEST OF CENTER OF
 HW1999'JUNCTION OF BLACK TOP ROAD LEADING WEST, 38 FEET SOUTHEAST OF
 HW1999'NORTHWEST END OF CUT, 2 FEET ABOVE GROUND, AND SET VERTICALLY
 HW1999'IN THE SOUTHWEST FACE OF A 240 FOOT LONG-BY-15 FOOT HIGH ROCK
 HW1999'CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0726 ***********************************************************************
 HX0726  DESIGNATION -  Q 255 RESET 1963
 HX0726  PID         -  HX0726
 HX0726  STATE/COUNTY-  WV/WEBSTER
 HX0726  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0726
 HX0726                         *CURRENT SURVEY CONTROL
 HX0726  ___________________________________________________________________
 HX0726* NAD 83(1986)-  38 21 00.     (N)    080 21 35.     (W)     SCALED    
 HX0726* NAVD 88     -       737.14   (+/-2cm)    2418.4    (feet)  VERTCON   
 HX0726  ___________________________________________________________________
 HX0726  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HX0726
 HX0726  VERT ORDER  -  THIRD (See Below)
 HX0726
 HX0726.The horizontal coordinates were scaled from a topographic map and have
 HX0726.an estimated accuracy of +/- 6 seconds.
 HX0726
 HX0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX0726.The vertical order pertains to the NGVD 29 superseded value.
 HX0726
 HX0726.The geoid height was determined by GEOID03.
 HX0726
 HX0726;                    North         East    Units  Estimated Accuracy
 HX0726;SPC WV S     -   150,030.      655,960.      MT  (+/- 180 meters Scaled)
 HX0726
 HX0726                          SUPERSEDED SURVEY CONTROL
 HX0726
 HX0726  NGVD 29 (09/25/03)  737.26   (m)         2418.8    (f) RESET       3  
 HX0726
 HX0726.Superseded values are not recommended for survey control.
 HX0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0726.See file dsdata.txt to determine how the superseded data were derived.
 HX0726
 HX0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC559448(NAD 83)
 HX0726_MARKER: DB = BENCH MARK DISK
 HX0726_SETTING: 80 = SET IN A BOULDER
 HX0726_SP_SET: BOULDER
 HX0726_STAMPING: Q 255 RESET 1963
 HX0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0726+STABILITY: SURFACE MOTION
 HX0726
 HX0726  HISTORY     - Date     Condition        Report By
 HX0726  HISTORY     - 1963     MONUMENTED       USFS
 HX0726
 HX0726                          STATION DESCRIPTION
 HX0726
 HX0726'DESCRIBED BY US FOREST SERVICE 1963
 HX0726'9 MI SE FROM DYER.
 HX0726'9.0 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD AND U.S. FORESTRY
 HX0726'ROAD 86 FROM THE METHODIST CHURCH AT DYER, 1.0 MILE NORTHEAST OF
 HX0726'A STEEL BRIDGE OVER THE WILLIAMS RIVER, AND THE JUNCTION OF U.S.
 HX0726'FORESTRY ROAD 108, DIRECTLY ACROSS THE ROAD FROM A VERY SMALL
 HX0726'ISLAND IN THE WILLIAMS RIVER, AND SET VERTICALLY IN THE NORTHWEST
 HX0726'FACE OF A ROCK THAT IS ABOUT 8 FEET LONG AND 3 FEET HIGH, THAT
 HX0726'IS COVERED WITH DIRT AND SNAGS, 27 FEET SOUTHEAST AT THE
 HX0726'CENTERLINE OF ROAD AND 1 FOOT ABOVE THE LEVEL OF THE GROUND AND
 HX0726'ABOUT 5 FEET ABOVE LEVEL THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0598 ***********************************************************************
 HX0598  DESIGNATION -  Q 256
 HX0598  PID         -  HX0598
 HX0598  STATE/COUNTY-  WV/POCAHONTAS
 HX0598  USGS QUAD   -  SHARP KNOB (1995)
 HX0598
 HX0598                         *CURRENT SURVEY CONTROL
 HX0598  ___________________________________________________________________
 HX0598* NAD 83(1986)-  38 25 33.     (N)    080 07 41.     (W)     SCALED    
 HX0598* NAVD 88     -       806.848  (meters)    2647.13   (feet)  ADJUSTED  
 HX0598  ___________________________________________________________________
 HX0598  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0598  DYNAMIC HT  -         806.198 (meters)    2645.00  (feet)  COMP
 HX0598  MODELED GRAV-     979,795.6   (mgal)                       NAVD 88
 HX0598
 HX0598  VERT ORDER  -  SECOND    CLASS 0
 HX0598
 HX0598.The horizontal coordinates were scaled from a topographic map and have
 HX0598.an estimated accuracy of +/- 6 seconds.
 HX0598
 HX0598.The orthometric height was determined by differential leveling
 HX0598.and adjusted by the National Geodetic Survey in June 1991..
 HX0598
 HX0598.The geoid height was determined by GEOID03.
 HX0598
 HX0598.The dynamic height is computed by dividing the NAVD 88
 HX0598.geopotential number by the normal gravity value computed on the
 HX0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0598.degrees latitude (g = 980.6199 gals.).
 HX0598
 HX0598.The modeled gravity was interpolated from observed gravity values.
 HX0598
 HX0598;                    North         East    Units  Estimated Accuracy
 HX0598;SPC WV S     -   158,610.      676,130.      MT  (+/- 180 meters Scaled)
 HX0598
 HX0598                          SUPERSEDED SURVEY CONTROL
 HX0598
 HX0598  NGVD 29 (??/??/92)  806.942  (m)         2647.44   (f) ADJ UNCH    2 0
 HX0598
 HX0598.Superseded values are not recommended for survey control.
 HX0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0598.See file dsdata.txt to determine how the superseded data were derived.
 HX0598
 HX0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC761534(NAD 83)
 HX0598_MARKER: DB = BENCH MARK DISK
 HX0598_SETTING: 66 = SET IN ROCK OUTCROP
 HX0598_SP_SET: ROCK LEDGE
 HX0598_STAMPING: Q 256 1962
 HX0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0598+STABILITY: POSITION/ELEVATION WELL
 HX0598
 HX0598  HISTORY     - Date     Condition        Report By
 HX0598  HISTORY     - 1962     MONUMENTED       CGS
 HX0598
 HX0598                          STATION DESCRIPTION
 HX0598
 HX0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0598'0.6 MI N FROM SLATY FORK.
 HX0598'0.6 MILE NORTH ALONG THE WESTERN MARYLAND FROM THE POST OFFICE
 HX0598'AT SLATY FORK, AT ABOUT THE CENTER OF THE LAUREL BANK RAILROAD
 HX0598'YARDS, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING TO THE
 HX0598'NORTH AND SOUTHWEST, AT MILEPOST 53-28, SET VERTICALLY IN THE
 HX0598'NORTHWEST FACE OF A ROCK LEDGE THAT IS ABOUT 60-FOOT LONG AND
 HX0598'2 1/2-FOOT HIGH THAT IS THE BASE OF A LARGE ROCK CUT, 9.6 FEET
 HX0598'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 9 FEET
 HX0598'NORTHEAST OF THE SOUTHEAST END OF A 14-INCH PIPE CULVERT, AND
 HX0598'ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0041 ***********************************************************************
 HX0041  DESIGNATION -  Q 257
 HX0041  PID         -  HX0041
 HX0041  STATE/COUNTY-  WV/RANDOLPH
 HX0041  USGS QUAD   -  VALLEY HEAD (1995)
 HX0041
 HX0041                         *CURRENT SURVEY CONTROL
 HX0041  ___________________________________________________________________
 HX0041* NAD 83(1986)-  38 33 27.     (N)    080 05 55.     (W)     SCALED    
 HX0041* NAVD 88     -       984.438  (meters)    3229.78   (feet)  ADJUSTED  
 HX0041  ___________________________________________________________________
 HX0041  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HX0041  DYNAMIC HT  -         983.633 (meters)    3227.14  (feet)  COMP
 HX0041  MODELED GRAV-     979,777.0   (mgal)                       NAVD 88
 HX0041
 HX0041  VERT ORDER  -  SECOND    CLASS 0
 HX0041
 HX0041.The horizontal coordinates were scaled from a topographic map and have
 HX0041.an estimated accuracy of +/- 6 seconds.
 HX0041
 HX0041.The orthometric height was determined by differential leveling
 HX0041.and adjusted by the National Geodetic Survey in June 1991..
 HX0041
 HX0041.The geoid height was determined by GEOID03.
 HX0041
 HX0041.The dynamic height is computed by dividing the NAVD 88
 HX0041.geopotential number by the normal gravity value computed on the
 HX0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0041.degrees latitude (g = 980.6199 gals.).
 HX0041
 HX0041.The modeled gravity was interpolated from observed gravity values.
 HX0041
 HX0041;                    North         East    Units  Estimated Accuracy
 HX0041;SPC WV S     -   173,250.      678,560.      MT  (+/- 180 meters Scaled)
 HX0041
 HX0041                          SUPERSEDED SURVEY CONTROL
 HX0041
 HX0041  NGVD 29 (??/??/92)  984.530  (m)         3230.08   (f) ADJ UNCH    2 0
 HX0041
 HX0041.Superseded values are not recommended for survey control.
 HX0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0041.See file dsdata.txt to determine how the superseded data were derived.
 HX0041
 HX0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC785680(NAD 83)
 HX0041_MARKER: DB = BENCH MARK DISK
 HX0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0041_SP_SET: BUILDING
 HX0041_STAMPING: Q 257 1962
 HX0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0041
 HX0041  HISTORY     - Date     Condition        Report By
 HX0041  HISTORY     - 1962     MONUMENTED       CGS
 HX0041
 HX0041                          STATION DESCRIPTION
 HX0041
 HX0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0041'AT MONTERVILLE.
 HX0041'AT MONTERVILLE, ALONG STATE HIGHWAY 15, 138 FEET SOUTH OF
 HX0041'CENTER LINE OF HIGHWAY, ABOUT LEVEL WITH HIGHWAY, 1.4 FEET
 HX0041'NORTH OF SOUTHEAST CORNER OF BUILDING, 1.3 FEET ABOVE GROUND,
 HX0041'AND SET VERTICALLY IN EAST FACE OF RED BRICK MONTERVILLE
 HX0041'ELEMENTARY SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0169 ***********************************************************************
 HX0169  DESIGNATION -  Q 258
 HX0169  PID         -  HX0169
 HX0169  STATE/COUNTY-  WV/WEBSTER
 HX0169  USGS QUAD   -  DIANA (1982)
 HX0169
 HX0169                         *CURRENT SURVEY CONTROL
 HX0169  ___________________________________________________________________
 HX0169* NAD 83(1986)-  38 30 55.     (N)    080 26 28.     (W)     SCALED    
 HX0169* NAVD 88     -       583.780  (meters)    1915.28   (feet)  ADJUSTED  
 HX0169  ___________________________________________________________________
 HX0169  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 HX0169  DYNAMIC HT  -         583.327 (meters)    1913.80  (feet)  COMP
 HX0169  MODELED GRAV-     979,832.8   (mgal)                       NAVD 88
 HX0169
 HX0169  VERT ORDER  -  SECOND    CLASS 0
 HX0169
 HX0169.The horizontal coordinates were scaled from a topographic map and have
 HX0169.an estimated accuracy of +/- 6 seconds.
 HX0169
 HX0169.The orthometric height was determined by differential leveling
 HX0169.and adjusted by the National Geodetic Survey in June 1991..
 HX0169
 HX0169.The geoid height was determined by GEOID03.
 HX0169
 HX0169.The dynamic height is computed by dividing the NAVD 88
 HX0169.geopotential number by the normal gravity value computed on the
 HX0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0169.degrees latitude (g = 980.6199 gals.).
 HX0169
 HX0169.The modeled gravity was interpolated from observed gravity values.
 HX0169
 HX0169;                    North         East    Units  Estimated Accuracy
 HX0169;SPC WV S     -   168,330.      648,740.      MT  (+/- 180 meters Scaled)
 HX0169
 HX0169                          SUPERSEDED SURVEY CONTROL
 HX0169
 HX0169  NGVD 29 (??/??/92)  583.924  (m)         1915.76   (f) ADJ UNCH    2 0
 HX0169
 HX0169.Superseded values are not recommended for survey control.
 HX0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0169.See file dsdata.txt to determine how the superseded data were derived.
 HX0169
 HX0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC487631(NAD 83)
 HX0169_MARKER: DB = BENCH MARK DISK
 HX0169_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0169_SP_SET: UNSPECIFIED ROCK
 HX0169_STAMPING: Q 258 1962
 HX0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0169
 HX0169  HISTORY     - Date     Condition        Report By
 HX0169  HISTORY     - 1962     MONUMENTED       CGS
 HX0169
 HX0169                          STATION DESCRIPTION
 HX0169
 HX0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0169'4.3 MI NW FROM WEBSTER SPRINGS.
 HX0169'ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE JUNCTION
 HX0169'OF STATE HIGHWAYS 20 AND 15 AT WEBSTER SPRINGS, 0.3 MILE SOUTHEAST
 HX0169'OF A 40-FOOT BRIDGE OVER THE RIGHT FORK OF GRASSY CREEK, SET
 HX0169'ON TOP OF A ROCK THAT IS ABOUT 12 FEET LONG AND 2 FEET HIGH,
 HX0169'17 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 HX0169'WEST OF THE EAST END OF THE ROCK, 0.9 FOOT NORTH OF THE SOUTH
 HX0169'EDGE OF THE ROCK, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 HX0169'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0257 ***********************************************************************
 HX0257  DESIGNATION -  Q 259
 HX0257  PID         -  HX0257
 HX0257  STATE/COUNTY-  WV/WEBSTER
 HX0257  USGS QUAD   -  DIANA (1982)
 HX0257
 HX0257                         *CURRENT SURVEY CONTROL
 HX0257  ___________________________________________________________________
 HX0257* NAD 83(1986)-  38 34 57.     (N)    080 27 41.     (W)     SCALED    
 HX0257* NAVD 88     -       373.296  (meters)    1224.72   (feet)  ADJUSTED  
 HX0257  ___________________________________________________________________
 HX0257  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HX0257  DYNAMIC HT  -         373.033 (meters)    1223.86  (feet)  COMP
 HX0257  MODELED GRAV-     979,911.6   (mgal)                       NAVD 88
 HX0257
 HX0257  VERT ORDER  -  SECOND    CLASS 0
 HX0257
 HX0257.The horizontal coordinates were scaled from a topographic map and have
 HX0257.an estimated accuracy of +/- 6 seconds.
 HX0257
 HX0257.The orthometric height was determined by differential leveling
 HX0257.and adjusted by the National Geodetic Survey in June 1991..
 HX0257
 HX0257.The geoid height was determined by GEOID03.
 HX0257
 HX0257.The dynamic height is computed by dividing the NAVD 88
 HX0257.geopotential number by the normal gravity value computed on the
 HX0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0257.degrees latitude (g = 980.6199 gals.).
 HX0257
 HX0257.The modeled gravity was interpolated from observed gravity values.
 HX0257
 HX0257;                    North         East    Units  Estimated Accuracy
 HX0257;SPC WV S     -   175,780.      646,930.      MT  (+/- 180 meters Scaled)
 HX0257
 HX0257                          SUPERSEDED SURVEY CONTROL
 HX0257
 HX0257  NGVD 29 (??/??/92)  373.466  (m)         1225.28   (f) ADJ UNCH    2 0
 HX0257
 HX0257.Superseded values are not recommended for survey control.
 HX0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0257.See file dsdata.txt to determine how the superseded data were derived.
 HX0257
 HX0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC469705(NAD 83)
 HX0257_MARKER: DB = BENCH MARK DISK
 HX0257_SETTING: 80 = SET IN A BOULDER
 HX0257_SP_SET: BOULDER
 HX0257_STAMPING: Q 259 1962
 HX0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0257+STABILITY: SURFACE MOTION
 HX0257
 HX0257  HISTORY     - Date     Condition        Report By
 HX0257  HISTORY     - 1962     MONUMENTED       CGS
 HX0257
 HX0257                          STATION DESCRIPTION
 HX0257
 HX0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0257'2.1 MI NW FROM DIANA.
 HX0257'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0257'OFFICE AT DIANA, THENCE 2.0 MILES NORTHWEST ALONG THE HOLLY RIVER
 HX0257'ROAD THAT FOLLOWS ALONG THE RIGHT FORK OF THE HOLLY RIVER, SET ON
 HX0257'TOP OF A ROCK THAT IS 10-BY 15-FOOT LONG AND IS EMBEDDED IN THE
 HX0257'GROUND, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET
 HX0257'SOUTHWEST OF A WIRE FENCE, 0.5 FOOT NORTHEAST OF THE SOUTHWEST
 HX0257'EDGE OF THE ROCK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 HX0257'NOTE-- THIS BENCH MARK IS IN A PASTURE FIELD AT THE PRESENT
 HX0257'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1036 ***********************************************************************
 JX1036  DESIGNATION -  Q 26
 JX1036  PID         -  JX1036
 JX1036  STATE/COUNTY-  WV/PLEASANTS
 JX1036  USGS QUAD   -  RAVEN ROCK (1994)
 JX1036
 JX1036                         *CURRENT SURVEY CONTROL
 JX1036  ___________________________________________________________________
 JX1036* NAD 83(1986)-  39 23 08.     (N)    081 11 39.     (W)     SCALED    
 JX1036* NAVD 88     -       285.527  (meters)     936.77   (feet)  ADJUSTED  
 JX1036  ___________________________________________________________________
 JX1036  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JX1036  DYNAMIC HT  -         285.357 (meters)     936.21  (feet)  COMP
 JX1036  MODELED GRAV-     980,020.6   (mgal)                       NAVD 88
 JX1036
 JX1036  VERT ORDER  -  SECOND    CLASS 0
 JX1036
 JX1036.The horizontal coordinates were scaled from a topographic map and have
 JX1036.an estimated accuracy of +/- 6 seconds.
 JX1036
 JX1036.The orthometric height was determined by differential leveling
 JX1036.and adjusted by the National Geodetic Survey in June 1991..
 JX1036
 JX1036.The geoid height was determined by GEOID03.
 JX1036
 JX1036.The dynamic height is computed by dividing the NAVD 88
 JX1036.geopotential number by the normal gravity value computed on the
 JX1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1036.degrees latitude (g = 980.6199 gals.).
 JX1036
 JX1036.The modeled gravity was interpolated from observed gravity values.
 JX1036
 JX1036;                    North         East    Units  Estimated Accuracy
 JX1036;SPC WV N     -    99,690.      454,060.      MT  (+/- 180 meters Scaled)
 JX1036
 JX1036                          SUPERSEDED SURVEY CONTROL
 JX1036
 JX1036  NGVD 29 (??/??/92)  285.693  (m)          937.31   (f) ADJ UNCH    2 0
 JX1036
 JX1036.Superseded values are not recommended for survey control.
 JX1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1036.See file dsdata.txt to determine how the superseded data were derived.
 JX1036
 JX1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD832595(NAD 83)
 JX1036_MARKER: DB = BENCH MARK DISK
 JX1036_SETTING: 66 = SET IN ROCK OUTCROP
 JX1036_SP_SET: ROCK LEDGE
 JX1036_STAMPING: Q 26 1935
 JX1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1036+STABILITY: POSITION/ELEVATION WELL
 JX1036
 JX1036  HISTORY     - Date     Condition        Report By
 JX1036  HISTORY     - 1935     MONUMENTED       CGS
 JX1036  HISTORY     - 1957     GOOD             NGS
 JX1036  HISTORY     - 1983     GOOD             NGS
 JX1036
 JX1036                          STATION DESCRIPTION
 JX1036
 JX1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX1036'1 MI SE FROM ST MARYS.
 JX1036'ABOUT 1.0 MILE SOUTHEAST ALONG OLD STATE HIGHWAY 16 FROM THE
 JX1036'POST OFFICE AT ST. MARYS, ABOUT 0.1 MILE SOUTHEAST OF JUNCTION
 JX1036'OF A DRIVE NORTHEAST TO RESIDENCE OF A MR. WILSON, ON THE
 JX1036'NORTHWEST SLOPE OF A GRADE, IN THE TOP OF THE SOUTH POINT OF AN
 JX1036'OUTCROPPING SANDSTONE LEDGE ABOUT 18 BY 3 FEET, BETWEEN TWO
 JX1036'DRY WASHES, 30 FEET EAST OF CENTER LINE OF OLD HIGHWAY GRADE,
 JX1036'15 FEET SOUTHEAST OF CENTER OF THE NORTHWEST DRY WASH, 9 FEET
 JX1036'NORTHWEST OF CENTER OF OTHER DRY WASH, 13 3/4 FEET NORTHEAST
 JX1036'OF NORTHEAST END OF A 30-INCH CONCRETE PIPE CULVERT UNDER OLD
 JX1036'HIGHWAY, AND ABOUT LEVEL WITH ROAD.  NOTE-- MARK IS ABOUT 0.35
 JX1036'MILE NORTHWEST ALONG OLD HIGHWAY GRADE FROM ITS JUNCTION WITH
 JX1036'U.S. ALTERNATE HIGHWAY 50 AND IS REACHED BY GOING ABOUT 1.2
 JX1036'MILES SOUTHEAST ALONG ALTERNATE HIGHWAY 50 FROM ITS JUNCTION
 JX1036'WITH STATE HIGHWAY 2 AT ST. MARYS, THENCE ABOUT 0.35 MILE
 JX1036'NORTHWEST ALONG OLD GRADE OF HIGHWAY 16.
 JX1036
 JX1036                          STATION RECOVERY (1983)
 JX1036
 JX1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0339 ***********************************************************************
 HX0339  DESIGNATION -  Q 260
 HX0339  PID         -  HX0339
 HX0339  STATE/COUNTY-  WV/RANDOLPH
 HX0339  USGS QUAD   -  SAMP (1995)
 HX0339
 HX0339                         *CURRENT SURVEY CONTROL
 HX0339  ___________________________________________________________________
 HX0339* NAD 83(1986)-  38 37 27.     (N)    080 10 39.     (W)     SCALED    
 HX0339* NAVD 88     -      1066.176  (meters)    3497.95   (feet)  ADJUSTED  
 HX0339  ___________________________________________________________________
 HX0339  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HX0339  DYNAMIC HT  -        1065.316 (meters)    3495.12  (feet)  COMP
 HX0339  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 HX0339
 HX0339  VERT ORDER  -  SECOND    CLASS 0
 HX0339
 HX0339.The horizontal coordinates were scaled from a topographic map and have
 HX0339.an estimated accuracy of +/- 6 seconds.
 HX0339
 HX0339.The orthometric height was determined by differential leveling
 HX0339.and adjusted by the National Geodetic Survey in June 1991..
 HX0339
 HX0339.The geoid height was determined by GEOID03.
 HX0339
 HX0339.The dynamic height is computed by dividing the NAVD 88
 HX0339.geopotential number by the normal gravity value computed on the
 HX0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0339.degrees latitude (g = 980.6199 gals.).
 HX0339
 HX0339.The modeled gravity was interpolated from observed gravity values.
 HX0339
 HX0339;                    North         East    Units  Estimated Accuracy
 HX0339;SPC WV S     -   180,590.      671,620.      MT  (+/- 180 meters Scaled)
 HX0339
 HX0339                          SUPERSEDED SURVEY CONTROL
 HX0339
 HX0339  NGVD 29 (??/??/92) 1066.289  (m)         3498.32   (f) ADJ UNCH    2 0
 HX0339
 HX0339.Superseded values are not recommended for survey control.
 HX0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0339.See file dsdata.txt to determine how the superseded data were derived.
 HX0339
 HX0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC715753(NAD 83)
 HX0339_MARKER: DB = BENCH MARK DISK
 HX0339_SETTING: 80 = SET IN A BOULDER
 HX0339_SP_SET: BOULDER
 HX0339_STAMPING: Q 260 1962
 HX0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0339+STABILITY: SURFACE MOTION
 HX0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX0339+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2004
 HX0339
 HX0339  HISTORY     - Date     Condition        Report By
 HX0339  HISTORY     - 1962     MONUMENTED       CGS
 HX0339  HISTORY     - 20041112 GOOD             INDIV
 HX0339
 HX0339                          STATION DESCRIPTION
 HX0339
 HX0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0339'3.6 MI SE FROM PICKENS.
 HX0339'ABOUT 0.7 MILE SOUTHEAST ALONG COUNTY ROAD 47 FROM THE POST OFFICE
 HX0339'AT PICKENS, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG COUNTY ROAD 45,
 HX0339'SET ON TOP OF A ROCK THAT IS ABOUT 6-BY 9-FOOT LONG, 49 1/2 FEET
 HX0339'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHEAST OF
 HX0339'THE SOUTHWEST CORNER OF THE ROCK, 16 FEET EAST OF A 36-INCH
 HX0339'TREE, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0339
 HX0339                          STATION RECOVERY (2004)
 HX0339
 HX0339'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRI)
 HX0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0291 ***********************************************************************
 HX0291  DESIGNATION -  Q 261
 HX0291  PID         -  HX0291
 HX0291  STATE/COUNTY-  WV/WEBSTER
 HX0291  USGS QUAD   -  SKELT (1982)
 HX0291
 HX0291                         *CURRENT SURVEY CONTROL
 HX0291  ___________________________________________________________________
 HX0291* NAD 83(1986)-  38 32 13.     (N)    080 19 40.     (W)     SCALED    
 HX0291* NAVD 88     -       717.503  (meters)    2354.01   (feet)  ADJUSTED  
 HX0291  ___________________________________________________________________
 HX0291  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX0291  DYNAMIC HT  -         716.919 (meters)    2352.09  (feet)  COMP
 HX0291  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 HX0291
 HX0291  VERT ORDER  -  SECOND    CLASS 0
 HX0291
 HX0291.The horizontal coordinates were scaled from a topographic map and have
 HX0291.an estimated accuracy of +/- 6 seconds.
 HX0291
 HX0291.The orthometric height was determined by differential leveling
 HX0291.and adjusted by the National Geodetic Survey in June 1991..
 HX0291
 HX0291.The geoid height was determined by GEOID03.
 HX0291
 HX0291.The dynamic height is computed by dividing the NAVD 88
 HX0291.geopotential number by the normal gravity value computed on the
 HX0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0291.degrees latitude (g = 980.6199 gals.).
 HX0291
 HX0291.The modeled gravity was interpolated from observed gravity values.
 HX0291
 HX0291;                    North         East    Units  Estimated Accuracy
 HX0291;SPC WV S     -   170,800.      658,610.      MT  (+/- 180 meters Scaled)
 HX0291
 HX0291                          SUPERSEDED SURVEY CONTROL
 HX0291
 HX0291  NGVD 29 (??/??/92)  717.605  (m)         2354.34   (f) ADJ UNCH    2 0
 HX0291
 HX0291.Superseded values are not recommended for survey control.
 HX0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0291.See file dsdata.txt to determine how the superseded data were derived.
 HX0291
 HX0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC585656(NAD 83)
 HX0291_MARKER: DB = BENCH MARK DISK
 HX0291_SETTING: 80 = SET IN A BOULDER
 HX0291_SP_SET: BOULDER
 HX0291_STAMPING: Q 261 1962
 HX0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0291+STABILITY: SURFACE MOTION
 HX0291
 HX0291  HISTORY     - Date     Condition        Report By
 HX0291  HISTORY     - 1962     MONUMENTED       CGS
 HX0291  HISTORY     - 1965     MARK NOT FOUND   NGS
 HX0291
 HX0291                          STATION DESCRIPTION
 HX0291
 HX0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0291'11.8 MI NE FROM WEBSTER SPRINGS.
 HX0291'ABOUT 10.3 MILES SOUTHWEST AND THEN NORTHEAST ALONG STATE
 HX0291'HIGHWAY 15 FROM THE COURT HOUSE AT WEBSTER SPRINGS, THENCE ABOUT
 HX0291'1.5 MILES NORTHWEST ALONG A TRAIL ROAD, SET VERTICALLY IN THE
 HX0291'WEST FACE OF A LARGE ROCK BOULDER THAT PROJECTS OUT OF THE
 HX0291'MOUNTAIN SIDE, 10 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 1/2
 HX0291'FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE BOULDER, AND ABOUT
 HX0291'8 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0291
 HX0291                          STATION RECOVERY (1965)
 HX0291
 HX0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HX0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1650 ***********************************************************************
 HX1650  DESIGNATION -  Q 262
 HX1650  PID         -  HX1650
 HX1650  STATE/COUNTY-  WV/BRAXTON
 HX1650  USGS QUAD   -  NEWVILLE (1976)
 HX1650
 HX1650                         *CURRENT SURVEY CONTROL
 HX1650  ___________________________________________________________________
 HX1650* NAD 83(1986)-  38 40 46.     (N)    080 33 33.     (W)     SCALED    
 HX1650* NAVD 88     -       428.327  (meters)    1405.27   (feet)  ADJUSTED  
 HX1650  ___________________________________________________________________
 HX1650  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HX1650  DYNAMIC HT  -         428.033 (meters)    1404.30  (feet)  COMP
 HX1650  MODELED GRAV-     979,930.9   (mgal)                       NAVD 88
 HX1650
 HX1650  VERT ORDER  -  SECOND    CLASS 0
 HX1650
 HX1650.The horizontal coordinates were scaled from a topographic map and have
 HX1650.an estimated accuracy of +/- 6 seconds.
 HX1650
 HX1650.The orthometric height was determined by differential leveling
 HX1650.and adjusted by the National Geodetic Survey in June 1991..
 HX1650
 HX1650.The geoid height was determined by GEOID03.
 HX1650
 HX1650.The dynamic height is computed by dividing the NAVD 88
 HX1650.geopotential number by the normal gravity value computed on the
 HX1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1650.degrees latitude (g = 980.6199 gals.).
 HX1650
 HX1650.The modeled gravity was interpolated from observed gravity values.
 HX1650
 HX1650;                    North         East    Units  Estimated Accuracy
 HX1650;SPC WV S     -   186,500.      638,360.      MT  (+/- 180 meters Scaled)
 HX1650
 HX1650                          SUPERSEDED SURVEY CONTROL
 HX1650
 HX1650  NGVD 29 (??/??/92)  428.507  (m)         1405.86   (f) ADJ UNCH    2 0
 HX1650
 HX1650.Superseded values are not recommended for survey control.
 HX1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1650.See file dsdata.txt to determine how the superseded data were derived.
 HX1650
 HX1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC383812(NAD 83)
 HX1650_MARKER: DB = BENCH MARK DISK
 HX1650_SETTING: 66 = SET IN ROCK OUTCROP
 HX1650_SP_SET: EMBEDDED ROCK
 HX1650_STAMPING: Q 262 1962
 HX1650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1650+STABILITY: POSITION/ELEVATION WELL
 HX1650
 HX1650  HISTORY     - Date     Condition        Report By
 HX1650  HISTORY     - 1962     MONUMENTED       CGS
 HX1650
 HX1650                          STATION DESCRIPTION
 HX1650
 HX1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1650'2.1 MI E FROM NEWVILLE.
 HX1650'ABOUT 2.1 MILE EAST ALONG A ROAD THAT LEADS TO KANAWHA CAMP FROM
 HX1650'THE POST OFFICE AT NEWVILLE, SET VERTICALLY IN THE WEST FACE
 HX1650'OF A ROCK THAT IS 39-FOOT LONG AND IS EMBEDDED IN THE GROUND,
 HX1650'11 FEET EAST OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTH OF
 HX1650'THE NORTH END OF THE ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 HX1650'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1668 ***********************************************************************
 HX1668  DESIGNATION -  Q 263
 HX1668  PID         -  HX1668
 HX1668  STATE/COUNTY-  WV/WEBSTER
 HX1668  USGS QUAD   -  ERBACON (1976)
 HX1668
 HX1668                         *CURRENT SURVEY CONTROL
 HX1668  ___________________________________________________________________
 HX1668* NAD 83(1986)-  38 32 28.     (N)    080 32 13.     (W)     SCALED    
 HX1668* NAVD 88     -       507.495  (meters)    1665.01   (feet)  ADJUSTED  
 HX1668  ___________________________________________________________________
 HX1668  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HX1668  DYNAMIC HT  -         507.130 (meters)    1663.81  (feet)  COMP
 HX1668  MODELED GRAV-     979,893.9   (mgal)                       NAVD 88
 HX1668
 HX1668  VERT ORDER  -  SECOND    CLASS 0
 HX1668
 HX1668.The horizontal coordinates were scaled from a topographic map and have
 HX1668.an estimated accuracy of +/- 6 seconds.
 HX1668
 HX1668.The orthometric height was determined by differential leveling
 HX1668.and adjusted by the National Geodetic Survey in June 1991..
 HX1668
 HX1668.The geoid height was determined by GEOID03.
 HX1668
 HX1668.The dynamic height is computed by dividing the NAVD 88
 HX1668.geopotential number by the normal gravity value computed on the
 HX1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1668.degrees latitude (g = 980.6199 gals.).
 HX1668
 HX1668.The modeled gravity was interpolated from observed gravity values.
 HX1668
 HX1668;                    North         East    Units  Estimated Accuracy
 HX1668;SPC WV S     -   171,150.      640,370.      MT  (+/- 180 meters Scaled)
 HX1668
 HX1668                          SUPERSEDED SURVEY CONTROL
 HX1668
 HX1668  NGVD 29 (??/??/92)  507.672  (m)         1665.59   (f) ADJ UNCH    2 0
 HX1668
 HX1668.Superseded values are not recommended for survey control.
 HX1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1668.See file dsdata.txt to determine how the superseded data were derived.
 HX1668
 HX1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC403659(NAD 83)
 HX1668_MARKER: DB = BENCH MARK DISK
 HX1668_SETTING: 66 = SET IN ROCK OUTCROP
 HX1668_SP_SET: PROJECTING ROCK
 HX1668_STAMPING: Q 263 1962
 HX1668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1668+STABILITY: POSITION/ELEVATION WELL
 HX1668
 HX1668  HISTORY     - Date     Condition        Report By
 HX1668  HISTORY     - 1962     MONUMENTED       CGS
 HX1668
 HX1668                          STATION DESCRIPTION
 HX1668
 HX1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1668'4.4 MI NE FROM ERBACON.
 HX1668'ABOUT 1.0 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1668'FROM THE POST OFFICE AT ERBACON, THENCE 3.4 MILES EAST ALONG
 HX1668'WHITE OAK RUN ROAD, 30 FEET NORTHWEST OF THE CONFLUENCE OF UPPER
 HX1668'LAUREL FORK AND CAMP CREEK, SET ON TOP OF THE SOUTHEAST END OF A
 HX1668'ROCK THAT IS ABOUT 15-BY 20-FOOT LONG AND PROJECTS OUT OF THE
 HX1668'NORTH BANK OF CAMP CREEK, 93 FEET NORTHEAST OF THE CENTER OF THE
 HX1668'JUNCTION OF UPPER LAUREL ROAD AND CAMP CREEK ROAD, 0.4 FOOT NORTH
 HX1668'OF THE SOUTHEAST EDGE OF THE ROCK, 110 FEET NORTHEAST OF A
 HX1668'ABANDONED SAW MILL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1568 ***********************************************************************
 HX1568  DESIGNATION -  Q 264
 HX1568  PID         -  HX1568
 HX1568  STATE/COUNTY-  WV/BRAXTON
 HX1568  USGS QUAD   -  NEWVILLE (1976)
 HX1568
 HX1568                         *CURRENT SURVEY CONTROL
 HX1568  ___________________________________________________________________
 HX1568* NAD 83(1986)-  38 38 45.     (N)    080 35 01.     (W)     SCALED    
 HX1568* NAVD 88     -       306.180  (meters)    1004.53   (feet)  ADJUSTED  
 HX1568  ___________________________________________________________________
 HX1568  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HX1568  DYNAMIC HT  -         305.967 (meters)    1003.83  (feet)  COMP
 HX1568  MODELED GRAV-     979,923.3   (mgal)                       NAVD 88
 HX1568
 HX1568  VERT ORDER  -  SECOND    CLASS 0
 HX1568
 HX1568.The horizontal coordinates were scaled from a topographic map and have
 HX1568.an estimated accuracy of +/- 6 seconds.
 HX1568
 HX1568.The orthometric height was determined by differential leveling
 HX1568.and adjusted by the National Geodetic Survey in June 1991..
 HX1568
 HX1568.The geoid height was determined by GEOID03.
 HX1568
 HX1568.The dynamic height is computed by dividing the NAVD 88
 HX1568.geopotential number by the normal gravity value computed on the
 HX1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1568.degrees latitude (g = 980.6199 gals.).
 HX1568
 HX1568.The modeled gravity was interpolated from observed gravity values.
 HX1568
 HX1568;                    North         East    Units  Estimated Accuracy
 HX1568;SPC WV S     -   182,750.      636,250.      MT  (+/- 180 meters Scaled)
 HX1568
 HX1568                          SUPERSEDED SURVEY CONTROL
 HX1568
 HX1568  NGVD 29 (??/??/92)  306.360  (m)         1005.12   (f) ADJ UNCH    2 0
 HX1568
 HX1568.Superseded values are not recommended for survey control.
 HX1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1568.See file dsdata.txt to determine how the superseded data were derived.
 HX1568
 HX1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC362775(NAD 83)
 HX1568_MARKER: DB = BENCH MARK DISK
 HX1568_SETTING: 80 = SET IN A BOULDER
 HX1568_SP_SET: BOULDER
 HX1568_STAMPING: Q 264 1962
 HX1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1568+STABILITY: SURFACE MOTION
 HX1568
 HX1568  HISTORY     - Date     Condition        Report By
 HX1568  HISTORY     - 1962     MONUMENTED       CGS
 HX1568
 HX1568                          STATION DESCRIPTION
 HX1568
 HX1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1568'2.8 MI NW FROM CENTRALIA.
 HX1568'ABOUT 2.85 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1568'FROM THE STATION AT CENTRALIA, ON THE OUTSIDE OF A CURVE WITH
 HX1568'TANGENTS EXTENDING NORTH AND SOUTHWEST, SET ON TOP OF A 2 FOOT
 HX1568'LONG-BY-2 FOOT WIDE BOULDER, 39 FEET EAST OF EAST RAIL, 198
 HX1568'FEET NORTHEAST OF POLE --- 93-20, 300 FEET SOUTHWEST OF DIRT
 HX1568'ROAD LEADING EAST, AND IS ABOUT 1/2 FOOT BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2141 ***********************************************************************
 HW2141  DESIGNATION -  Q 265
 HW2141  PID         -  HW2141
 HW2141  STATE/COUNTY-  WV/RANDOLPH
 HW2141  USGS QUAD   -  SNYDER KNOB (1995)
 HW2141
 HW2141                         *CURRENT SURVEY CONTROL
 HW2141  ___________________________________________________________________
 HW2141* NAD 83(1986)-  38 32 55.     (N)    079 55 58.     (W)     SCALED    
 HW2141* NAVD 88     -      1117.877  (meters)    3667.57   (feet)  ADJUSTED  
 HW2141  ___________________________________________________________________
 HW2141  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 HW2141  DYNAMIC HT  -        1116.973 (meters)    3664.60  (feet)  COMP
 HW2141  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 HW2141
 HW2141  VERT ORDER  -  SECOND    CLASS 0
 HW2141
 HW2141.The horizontal coordinates were scaled from a topographic map and have
 HW2141.an estimated accuracy of +/- 6 seconds.
 HW2141
 HW2141.The orthometric height was determined by differential leveling
 HW2141.and adjusted by the National Geodetic Survey in June 1991..
 HW2141
 HW2141.The geoid height was determined by GEOID03.
 HW2141
 HW2141.The dynamic height is computed by dividing the NAVD 88
 HW2141.geopotential number by the normal gravity value computed on the
 HW2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2141.degrees latitude (g = 980.6199 gals.).
 HW2141
 HW2141.The modeled gravity was interpolated from observed gravity values.
 HW2141
 HW2141;                    North         East    Units  Estimated Accuracy
 HW2141;SPC WV S     -   172,420.      693,030.      MT  (+/- 180 meters Scaled)
 HW2141
 HW2141                          SUPERSEDED SURVEY CONTROL
 HW2141
 HW2141  NGVD 29 (??/??/92) 1117.955  (m)         3667.82   (f) ADJ UNCH    2 0
 HW2141
 HW2141.Superseded values are not recommended for survey control.
 HW2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2141.See file dsdata.txt to determine how the superseded data were derived.
 HW2141
 HW2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC929672(NAD 83)
 HW2141_MARKER: DB = BENCH MARK DISK
 HW2141_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2141_STAMPING: Q 265 1962
 HW2141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2141
 HW2141  HISTORY     - Date     Condition        Report By
 HW2141  HISTORY     - 1962     MONUMENTED       CGS
 HW2141
 HW2141                          STATION DESCRIPTION
 HW2141
 HW2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2141'7.7 MI SW FROM CHEAT BRIDGE.
 HW2141'ABOUT 7.7 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM
 HW2141'THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE, ABOUT 0.5
 HW2141'MILE NORTH OF MILEPOST C 32, 2 1/2 FEET NORTHEAST OF THE
 HW2141'SOUTHWEST CORNER OF A EMBEDDED ROCK THAT IS 9 1/2-BY 10-FOOT
 HW2141'LONG, 18 FEET WEST OF THE WEST RAIL, AND ABOUT 5 FEET ABOVE
 HW2141'THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1970 ***********************************************************************
 HW1970  DESIGNATION -  Q 266
 HW1970  PID         -  HW1970
 HW1970  STATE/COUNTY-  WV/RANDOLPH
 HW1970  USGS QUAD   -  MILL CREEK (1995)
 HW1970
 HW1970                         *CURRENT SURVEY CONTROL
 HW1970  ___________________________________________________________________
 HW1970* NAD 83(1986)-  38 40 02.     (N)    079 56 31.     (W)     SCALED    
 HW1970* NAVD 88     -       710.939  (meters)    2332.47   (feet)  ADJUSTED  
 HW1970  ___________________________________________________________________
 HW1970  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HW1970  DYNAMIC HT  -         710.397 (meters)    2330.69  (feet)  COMP
 HW1970  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 HW1970
 HW1970  VERT ORDER  -  SECOND    CLASS 0
 HW1970
 HW1970.The horizontal coordinates were scaled from a topographic map and have
 HW1970.an estimated accuracy of +/- 6 seconds.
 HW1970
 HW1970.The orthometric height was determined by differential leveling
 HW1970.and adjusted by the National Geodetic Survey in June 1991..
 HW1970
 HW1970.The geoid height was determined by GEOID03.
 HW1970
 HW1970.The dynamic height is computed by dividing the NAVD 88
 HW1970.geopotential number by the normal gravity value computed on the
 HW1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1970.degrees latitude (g = 980.6199 gals.).
 HW1970
 HW1970.The modeled gravity was interpolated from observed gravity values.
 HW1970
 HW1970;                    North         East    Units  Estimated Accuracy
 HW1970;SPC WV S     -   185,570.      692,080.      MT  (+/- 180 meters Scaled)
 HW1970
 HW1970                          SUPERSEDED SURVEY CONTROL
 HW1970
 HW1970  NGVD 29 (??/??/92)  711.064  (m)         2332.88   (f) ADJ UNCH    2 0
 HW1970
 HW1970.Superseded values are not recommended for survey control.
 HW1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1970.See file dsdata.txt to determine how the superseded data were derived.
 HW1970
 HW1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC920803(NAD 83)
 HW1970_MARKER: DB = BENCH MARK DISK
 HW1970_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1970_SP_SET: BRIDGE
 HW1970_STAMPING: Q 266 1962
 HW1970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1970
 HW1970  HISTORY     - Date     Condition        Report By
 HW1970  HISTORY     - 1962     MONUMENTED       CGS
 HW1970
 HW1970                          STATION DESCRIPTION
 HW1970
 HW1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1970'4.2 MI SE FROM HUTTONSVILLE.
 HW1970'ABOUT 4.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 HW1970'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, 21 FEET
 HW1970'SOUTHWEST OF CENTER LINE OF HIGHWAY, ABOUT 1 FOOT BELOW LEVEL
 HW1970'OF HIGHWAY, AND SET ON TOP OF SOUTHWEST END OF NORTHWEST ABUTMENT
 HW1970'OF A 24 FOOT CONCRETE BRIDGE OVER MC GEE RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1621 ***********************************************************************
 HX1621  DESIGNATION -  Q 267
 HX1621  PID         -  HX1621
 HX1621  STATE/COUNTY-  WV/BRAXTON
 HX1621  USGS QUAD   -  ORLANDO (1989)
 HX1621
 HX1621                         *CURRENT SURVEY CONTROL
 HX1621  ___________________________________________________________________
 HX1621* NAD 83(1986)-  38 47 33.     (N)    080 31 04.     (W)     SCALED    
 HX1621* NAVD 88     -       297.346  (meters)     975.54   (feet)  ADJUSTED  
 HX1621  ___________________________________________________________________
 HX1621  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 HX1621  DYNAMIC HT  -         297.150 (meters)     974.90  (feet)  COMP
 HX1621  MODELED GRAV-     979,958.8   (mgal)                       NAVD 88
 HX1621
 HX1621  VERT ORDER  -  SECOND    CLASS 0
 HX1621
 HX1621.The horizontal coordinates were scaled from a topographic map and have
 HX1621.an estimated accuracy of +/- 6 seconds.
 HX1621
 HX1621.The orthometric height was determined by differential leveling
 HX1621.and adjusted by the National Geodetic Survey in June 1991..
 HX1621
 HX1621.The geoid height was determined by GEOID03.
 HX1621
 HX1621.The dynamic height is computed by dividing the NAVD 88
 HX1621.geopotential number by the normal gravity value computed on the
 HX1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1621.degrees latitude (g = 980.6199 gals.).
 HX1621
 HX1621.The modeled gravity was interpolated from observed gravity values.
 HX1621
 HX1621;                    North         East    Units  Estimated Accuracy
 HX1621;SPC WV S     -   199,060.      641,890.      MT  (+/- 180 meters Scaled)
 HX1621
 HX1621                          SUPERSEDED SURVEY CONTROL
 HX1621
 HX1621  NGVD 29 (??/??/92)  297.541  (m)          976.18   (f) ADJ UNCH    2 0
 HX1621
 HX1621.Superseded values are not recommended for survey control.
 HX1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1621.See file dsdata.txt to determine how the superseded data were derived.
 HX1621
 HX1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC418938(NAD 83)
 HX1621_MARKER: DB = BENCH MARK DISK
 HX1621_SETTING: 66 = SET IN ROCK OUTCROP
 HX1621_SP_SET: ROCK LEDGE
 HX1621_STAMPING: Q 267 1962
 HX1621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1621+STABILITY: POSITION/ELEVATION WELL
 HX1621
 HX1621  HISTORY     - Date     Condition        Report By
 HX1621  HISTORY     - 1962     MONUMENTED       CGS
 HX1621
 HX1621                          STATION DESCRIPTION
 HX1621
 HX1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1621'3.3 MI NE FROM FALLS MILL.
 HX1621'ABOUT 3.3 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1621'OFFICE AT FALLS MILL, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 HX1621'ROCK LEDGE THAT IS 98 FEET LONG AND 8 FEET HIGH, 21 FEET SOUTHWEST
 HX1621'OF THE NORTHEAST END OF THE LEDGE, 26 FEET NORTHWEST OF THE
 HX1621'CENTER LINE OF THE HIGHWAY, ABOUT 200 YARDS NORTHEAST OF A FARM
 HX1621'HOUSE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1597 ***********************************************************************
 HX1597  DESIGNATION -  Q 268
 HX1597  PID         -  HX1597
 HX1597  STATE/COUNTY-  WV/BRAXTON
 HX1597  USGS QUAD   -  ORLANDO (1989)
 HX1597
 HX1597                         *CURRENT SURVEY CONTROL
 HX1597  ___________________________________________________________________
 HX1597* NAD 83(1986)-  38 50 27.     (N)    080 34 50.     (W)     SCALED    
 HX1597* NAVD 88     -       259.512  (meters)     851.42   (feet)  ADJUSTED  
 HX1597  ___________________________________________________________________
 HX1597  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HX1597  DYNAMIC HT  -         259.344 (meters)     850.86  (feet)  COMP
 HX1597  MODELED GRAV-     979,975.4   (mgal)                       NAVD 88
 HX1597
 HX1597  VERT ORDER  -  SECOND    CLASS 0
 HX1597
 HX1597.The horizontal coordinates were scaled from a topographic map and have
 HX1597.an estimated accuracy of +/- 6 seconds.
 HX1597
 HX1597.The orthometric height was determined by differential leveling
 HX1597.and adjusted by the National Geodetic Survey in June 1991..
 HX1597
 HX1597.The geoid height was determined by GEOID03.
 HX1597
 HX1597.The dynamic height is computed by dividing the NAVD 88
 HX1597.geopotential number by the normal gravity value computed on the
 HX1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1597.degrees latitude (g = 980.6199 gals.).
 HX1597
 HX1597.The modeled gravity was interpolated from observed gravity values.
 HX1597
 HX1597;                    North         East    Units  Estimated Accuracy
 HX1597;SPC WV S     -   204,400.      636,420.      MT  (+/- 180 meters Scaled)
 HX1597
 HX1597                          SUPERSEDED SURVEY CONTROL
 HX1597
 HX1597  NGVD 29 (??/??/92)  259.713  (m)          852.08   (f) ADJ UNCH    2 0
 HX1597
 HX1597.Superseded values are not recommended for survey control.
 HX1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1597.See file dsdata.txt to determine how the superseded data were derived.
 HX1597
 HX1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC364991(NAD 83)
 HX1597_MARKER: DB = BENCH MARK DISK
 HX1597_SETTING: 66 = SET IN ROCK OUTCROP
 HX1597_SP_SET: ROCK LEDGE
 HX1597_STAMPING: Q 268 1962
 HX1597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1597+STABILITY: POSITION/ELEVATION WELL
 HX1597
 HX1597  HISTORY     - Date     Condition        Report By
 HX1597  HISTORY     - 1962     MONUMENTED       CGS
 HX1597
 HX1597                          STATION DESCRIPTION
 HX1597
 HX1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1597'2.7 MI SE FROM ORLANDO.
 HX1597'ABOUT 1.0 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1597'FROM THE POST OFFICE AT ORLANDO, THENCE 1.7 MILES SOUTHEAST
 HX1597'AND THEN SOUTH ALONG A WOODS ROAD THAT FOLLOWS ALONG FLESHER
 HX1597'RUN, SET ON TOP OF A ROCK LEDGE THAT IS IN A PASTURE FIELD, 96
 HX1597'FEET SOUTHWEST OF THE SOUTHWEST END OF THE BARN, 108 YARDS WEST
 HX1597'OF A FARM HOUSE, 37 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HX1597'AND ABOUT 12 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1634 ***********************************************************************
 HX1634  DESIGNATION -  Q 269
 HX1634  PID         -  HX1634
 HX1634  STATE/COUNTY-  WV/BRAXTON
 HX1634  USGS QUAD   -  NEWVILLE (1976)
 HX1634
 HX1634                         *CURRENT SURVEY CONTROL
 HX1634  ___________________________________________________________________
 HX1634* NAD 83(1986)-  38 44 00.     (N)    080 33 04.     (W)     SCALED    
 HX1634* NAVD 88     -       463.066  (meters)    1519.24   (feet)  ADJUSTED  
 HX1634  ___________________________________________________________________
 HX1634  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HX1634  DYNAMIC HT  -         462.754 (meters)    1518.22  (feet)  COMP
 HX1634  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 HX1634
 HX1634  VERT ORDER  -  SECOND    CLASS 0
 HX1634
 HX1634.The horizontal coordinates were scaled from a topographic map and have
 HX1634.an estimated accuracy of +/- 6 seconds.
 HX1634
 HX1634.The orthometric height was determined by differential leveling
 HX1634.and adjusted by the National Geodetic Survey in June 1991..
 HX1634
 HX1634.The geoid height was determined by GEOID03.
 HX1634
 HX1634.The dynamic height is computed by dividing the NAVD 88
 HX1634.geopotential number by the normal gravity value computed on the
 HX1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1634.degrees latitude (g = 980.6199 gals.).
 HX1634
 HX1634.The modeled gravity was interpolated from observed gravity values.
 HX1634
 HX1634;                    North         East    Units  Estimated Accuracy
 HX1634;SPC WV S     -   192,480.      639,030.      MT  (+/- 180 meters Scaled)
 HX1634
 HX1634                          SUPERSEDED SURVEY CONTROL
 HX1634
 HX1634  NGVD 29 (??/??/92)  463.253  (m)         1519.86   (f) ADJ UNCH    2 0
 HX1634
 HX1634.Superseded values are not recommended for survey control.
 HX1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1634.See file dsdata.txt to determine how the superseded data were derived.
 HX1634
 HX1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC390872(NAD 83)
 HX1634_MARKER: DB = BENCH MARK DISK
 HX1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1634_STAMPING: Q 269 1962
 HX1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1634+STABILITY: SURFACE MOTION
 HX1634
 HX1634  HISTORY     - Date     Condition        Report By
 HX1634  HISTORY     - 1962     MONUMENTED       CGS
 HX1634
 HX1634                          STATION DESCRIPTION
 HX1634
 HX1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1634'4.8 MI S FROM FALLS MILL.
 HX1634'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1634'OFFICE AT FALLS MILL, THENCE ABOUT 4.1 MILES SOUTHWEST AND THEN
 HX1634'SOUTHEAST ALONG A MOUNTAIN ROAD, 86 FEET EAST OF A FARMHOUSE
 HX1634'PRESENTLY OWNED BY MR. STALKER, 22 FEET SOUTH OF THE CENTER LINE
 HX1634'OF THE ROAD, 1 FOOT EAST OF A STEEL WITNESS POST, AND IS SET IN
 HX1634'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0073 ***********************************************************************
 JX0073  DESIGNATION -  Q 27
 JX0073  PID         -  JX0073
 JX0073  STATE/COUNTY-  WV/MARION
 JX0073  USGS QUAD   -  RIVESVILLE (1976)
 JX0073
 JX0073                         *CURRENT SURVEY CONTROL
 JX0073  ___________________________________________________________________
 JX0073* NAD 83(1986)-  39 31 48.     (N)    080 06 35.     (W)     SCALED    
 JX0073* NAVD 88     -       267.969  (meters)     879.16   (feet)  POSTED    
 JX0073  ___________________________________________________________________
 JX0073  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JX0073  DYNAMIC HT  -         267.810 (meters)     878.64  (feet)  COMP
 JX0073  MODELED GRAV-     980,021.9   (mgal)                       NAVD 88
 JX0073
 JX0073  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0073
 JX0073.The horizontal coordinates were scaled from a topographic map and have
 JX0073.an estimated accuracy of +/- 6 seconds.
 JX0073
 JX0073.The orthometric height was determined by differential leveling
 JX0073.and adjusted by the National Geodetic Survey in 1992..
 JX0073.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0073.rate of 0.0 thru 1.0 mm/km.
 JX0073
 JX0073.The geoid height was determined by GEOID03.
 JX0073
 JX0073.The dynamic height is computed by dividing the NAVD 88
 JX0073.geopotential number by the normal gravity value computed on the
 JX0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0073.degrees latitude (g = 980.6199 gals.).
 JX0073
 JX0073.The modeled gravity was interpolated from observed gravity values.
 JX0073
 JX0073;                    North         East    Units  Estimated Accuracy
 JX0073;SPC WV N     -   114,530.      547,580.      MT  (+/- 180 meters Scaled)
 JX0073
 JX0073                          SUPERSEDED SURVEY CONTROL
 JX0073
 JX0073  NGVD 29 (??/??/92)  268.129  (m)          879.69   (f) ADJ UNCH    1 2
 JX0073
 JX0073.Superseded values are not recommended for survey control.
 JX0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0073.See file dsdata.txt to determine how the superseded data were derived.
 JX0073
 JX0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND765759(NAD 83)
 JX0073_MARKER: DB = BENCH MARK DISK
 JX0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0073_STAMPING: Q 27 1935
 JX0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0073+STABILITY: SURFACE MOTION
 JX0073
 JX0073  HISTORY     - Date     Condition        Report By
 JX0073  HISTORY     - 1935     MONUMENTED       CGS
 JX0073  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0073
 JX0073                          STATION DESCRIPTION
 JX0073
 JX0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0073'4.9 MI NE FROM FAIRMONT.
 JX0073'4.9 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0073'THE STATION AT FAIRMONT, MARION COUNTY, 800 FEET SOUTHWEST OF THE
 JX0073'STATION AT MONTANA, OPPOSITE POLE 123+07, AT THE SOUTHWEST END
 JX0073'OF THE CONSOLIDATED COAL COMPANY COKE OVENS, 30 FEET NORTHWEST
 JX0073'OF THE FACE OF THE OVENS, AND 30 FEET SOUTHEAST OF THE CENTERLINE
 JX0073'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED Q 27 1935 AND SET
 JX0073'IN THE TOP OF A CONCRETE POST.
 JX0073
 JX0073                          STATION RECOVERY (1983)
 JX0073
 JX0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0073'NOT RECOVERED, THE MARK IS INACCESSIBLE TO THE NEW LEVEL LINE, NOT
 JX0073'SEARCHED FOR IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0217 ***********************************************************************
 HX0217  DESIGNATION -  Q 270
 HX0217  PID         -  HX0217
 HX0217  STATE/COUNTY-  WV/UPSHUR
 HX0217  USGS QUAD   -  ROCK CAVE (1966)
 HX0217
 HX0217                         *CURRENT SURVEY CONTROL
 HX0217  ___________________________________________________________________
 HX0217* NAD 83(1986)-  38 48 52.     (N)    080 20 36.     (W)     SCALED    
 HX0217* NAVD 88     -       468.852  (meters)    1538.23   (feet)  ADJUSTED  
 HX0217  ___________________________________________________________________
 HX0217  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HX0217  DYNAMIC HT  -         468.520 (meters)    1537.14  (feet)  COMP
 HX0217  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
 HX0217
 HX0217  VERT ORDER  -  SECOND    CLASS 0
 HX0217
 HX0217.The horizontal coordinates were scaled from a topographic map and have
 HX0217.an estimated accuracy of +/- 6 seconds.
 HX0217
 HX0217.The orthometric height was determined by differential leveling
 HX0217.and adjusted by the National Geodetic Survey in June 1991..
 HX0217
 HX0217.The geoid height was determined by GEOID03.
 HX0217
 HX0217.The dynamic height is computed by dividing the NAVD 88
 HX0217.geopotential number by the normal gravity value computed on the
 HX0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0217.degrees latitude (g = 980.6199 gals.).
 HX0217
 HX0217.The modeled gravity was interpolated from observed gravity values.
 HX0217
 HX0217;                    North         East    Units  Estimated Accuracy
 HX0217;SPC WV S     -   201,590.      657,030.      MT  (+/- 180 meters Scaled)
 HX0217
 HX0217                          SUPERSEDED SURVEY CONTROL
 HX0217
 HX0217  NGVD 29 (??/??/92)  469.022  (m)         1538.78   (f) ADJ UNCH    2 0
 HX0217
 HX0217.Superseded values are not recommended for survey control.
 HX0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0217.See file dsdata.txt to determine how the superseded data were derived.
 HX0217
 HX0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC570963(NAD 83)
 HX0217_MARKER: DB = BENCH MARK DISK
 HX0217_SETTING: 66 = SET IN ROCK OUTCROP
 HX0217_SP_SET: ROCK CLIFF
 HX0217_STAMPING: Q 270 1962
 HX0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0217+STABILITY: POSITION/ELEVATION WELL
 HX0217
 HX0217  HISTORY     - Date     Condition        Report By
 HX0217  HISTORY     - 1962     MONUMENTED       CGS
 HX0217
 HX0217                          STATION DESCRIPTION
 HX0217
 HX0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0217'1.1 MI N FROM ARLINGTON.
 HX0217'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE
 HX0217'POST OFFICE AT ARLINGTON, 0.15 MILE SOUTH OF A GRAVEL ROAD LEADING
 HX0217'NORTHWEST TO COW RUN, SET VERTICALLY IN THE NORTHEAST FACE
 HX0217'OF A ROCK CLIFF THAT IS ABOUT 0.1 MILE LONG AND 12 FEET HIGH, 103
 HX0217'FEET NORTHWEST OF A FOOT BRIDGE OVER LAUREL RUN, 22 FEET SOUTHWEST
 HX0217'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET ABOVE THE
 HX0217'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0115 ***********************************************************************
 HX0115  DESIGNATION -  Q 271
 HX0115  PID         -  HX0115
 HX0115  STATE/COUNTY-  WV/UPSHUR
 HX0115  USGS QUAD   -  ADRIAN (1979)
 HX0115
 HX0115                         *CURRENT SURVEY CONTROL
 HX0115  ___________________________________________________________________
 HX0115* NAD 83(1986)-  38 54 17.     (N)    080 16 29.     (W)     SCALED    
 HX0115* NAVD 88     -       435.458  (meters)    1428.67   (feet)  ADJUSTED  
 HX0115  ___________________________________________________________________
 HX0115  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HX0115  DYNAMIC HT  -         435.161 (meters)    1427.69  (feet)  COMP
 HX0115  MODELED GRAV-     979,931.0   (mgal)                       NAVD 88
 HX0115
 HX0115  VERT ORDER  -  SECOND    CLASS 0
 HX0115
 HX0115.The horizontal coordinates were scaled from a topographic map and have
 HX0115.an estimated accuracy of +/- 6 seconds.
 HX0115
 HX0115.The orthometric height was determined by differential leveling
 HX0115.and adjusted by the National Geodetic Survey in June 1991..
 HX0115
 HX0115.The geoid height was determined by GEOID03.
 HX0115
 HX0115.The dynamic height is computed by dividing the NAVD 88
 HX0115.geopotential number by the normal gravity value computed on the
 HX0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0115.degrees latitude (g = 980.6199 gals.).
 HX0115
 HX0115.The modeled gravity was interpolated from observed gravity values.
 HX0115
 HX0115;                    North         East    Units  Estimated Accuracy
 HX0115;SPC WV S     -   211,660.      662,910.      MT  (+/- 180 meters Scaled)
 HX0115
 HX0115                          SUPERSEDED SURVEY CONTROL
 HX0115
 HX0115  NGVD 29 (??/??/92)  435.638  (m)         1429.26   (f) ADJ UNCH    2 0
 HX0115
 HX0115.Superseded values are not recommended for survey control.
 HX0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0115.See file dsdata.txt to determine how the superseded data were derived.
 HX0115
 HX0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND628064(NAD 83)
 HX0115_MARKER: DB = BENCH MARK DISK
 HX0115_SETTING: 66 = SET IN ROCK OUTCROP
 HX0115_SP_SET: ROCK OUTCROP
 HX0115_STAMPING: Q 271 1962
 HX0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0115+STABILITY: POSITION/ELEVATION WELL
 HX0115
 HX0115  HISTORY     - Date     Condition        Report By
 HX0115  HISTORY     - 1962     MONUMENTED       CGS
 HX0115
 HX0115                          STATION DESCRIPTION
 HX0115
 HX0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0115'AT ADRIAN.
 HX0115'AT ADRIAN, ALONG THE BALTIMORE AND OHIO RAILROAD, 230 FEET EAST
 HX0115'OF THE CENTER OF THE JUNCTION OF STATE HIGHWAYS 20 AND 4, SET
 HX0115'ON TOP OF A ROCK OUTCROP THAT IS ABOUT 8-FOOT WIDE AND PROJECTS
 HX0115'OUT OF THE BANK, 27 FEET WEST OF AN ABANDONED WATER TANK
 HX0115'FOUNDATION, 21 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET
 HX0115'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0373 ***********************************************************************
 HX0373  DESIGNATION -  Q 272
 HX0373  PID         -  HX0373
 HX0373  STATE/COUNTY-  WV/UPSHUR
 HX0373  USGS QUAD   -  BUCKHANNON (1989)
 HX0373
 HX0373                         *CURRENT SURVEY CONTROL
 HX0373  ___________________________________________________________________
 HX0373* NAD 83(1986)-  38 52 50.     (N)    080 11 45.     (W)     SCALED    
 HX0373* NAVD 88     -       487.898  (meters)    1600.71   (feet)  ADJUSTED  
 HX0373  ___________________________________________________________________
 HX0373  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 HX0373  DYNAMIC HT  -         487.564 (meters)    1599.62  (feet)  COMP
 HX0373  MODELED GRAV-     979,927.0   (mgal)                       NAVD 88
 HX0373
 HX0373  VERT ORDER  -  SECOND    CLASS 0
 HX0373
 HX0373.The horizontal coordinates were scaled from a topographic map and have
 HX0373.an estimated accuracy of +/- 6 seconds.
 HX0373
 HX0373.The orthometric height was determined by differential leveling
 HX0373.and adjusted by the National Geodetic Survey in June 1991..
 HX0373
 HX0373.The geoid height was determined by GEOID03.
 HX0373
 HX0373.The dynamic height is computed by dividing the NAVD 88
 HX0373.geopotential number by the normal gravity value computed on the
 HX0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0373.degrees latitude (g = 980.6199 gals.).
 HX0373
 HX0373.The modeled gravity was interpolated from observed gravity values.
 HX0373
 HX0373;                    North         East    Units  Estimated Accuracy
 HX0373;SPC WV S     -   209,030.      669,780.      MT  (+/- 180 meters Scaled)
 HX0373
 HX0373                          SUPERSEDED SURVEY CONTROL
 HX0373
 HX0373  NGVD 29 (??/??/92)  488.076  (m)         1601.30   (f) ADJ UNCH    2 0
 HX0373
 HX0373.Superseded values are not recommended for survey control.
 HX0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0373.See file dsdata.txt to determine how the superseded data were derived.
 HX0373
 HX0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND697038(NAD 83)
 HX0373_MARKER: DB = BENCH MARK DISK
 HX0373_SETTING: 66 = SET IN ROCK OUTCROP
 HX0373_SP_SET: ROCK CLIFF
 HX0373_STAMPING: Q 272 1962
 HX0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0373+STABILITY: POSITION/ELEVATION WELL
 HX0373
 HX0373  HISTORY     - Date     Condition        Report By
 HX0373  HISTORY     - 1962     MONUMENTED       CGS
 HX0373
 HX0373                          STATION DESCRIPTION
 HX0373
 HX0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0373'6.2 MI N FROM ALTON.
 HX0373'ABOUT 6.2 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0373'FROM THE POST OFFICE AT ALTON, SET VERTICALLY IN THE SOUTH FACE
 HX0373'OF A ROCK CLIFF THAT IS ABOUT 0.1 MILE LONG AND 20 FEET HIGH, 25
 HX0373'FEET WEST OF THE EAST END OF THE CLIFF, 13 FEET NORTH OF THE
 HX0373'NORTH RAIL, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 HX0373'NOTE-- ABOUT 0.1 MILE WEST OF MILEPOST 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0121 ***********************************************************************
 HX0121  DESIGNATION -  Q 273
 HX0121  PID         -  HX0121
 HX0121  STATE/COUNTY-  WV/UPSHUR
 HX0121  USGS QUAD   -  ADRIAN (1979)
 HX0121
 HX0121                         *CURRENT SURVEY CONTROL
 HX0121  ___________________________________________________________________
 HX0121* NAD 83(1986)-  38 55 08.     (N)    080 18 50.     (W)     SCALED    
 HX0121* NAVD 88     -       452.741  (meters)    1485.37   (feet)  ADJUSTED  
 HX0121  ___________________________________________________________________
 HX0121  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HX0121  DYNAMIC HT  -         452.435 (meters)    1484.36  (feet)  COMP
 HX0121  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 HX0121
 HX0121  VERT ORDER  -  SECOND    CLASS 0
 HX0121
 HX0121.The horizontal coordinates were scaled from a topographic map and have
 HX0121.an estimated accuracy of +/- 6 seconds.
 HX0121
 HX0121.The orthometric height was determined by differential leveling
 HX0121.and adjusted by the National Geodetic Survey in June 1991..
 HX0121
 HX0121.The geoid height was determined by GEOID03.
 HX0121
 HX0121.The dynamic height is computed by dividing the NAVD 88
 HX0121.geopotential number by the normal gravity value computed on the
 HX0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0121.degrees latitude (g = 980.6199 gals.).
 HX0121
 HX0121.The modeled gravity was interpolated from observed gravity values.
 HX0121
 HX0121;                    North         East    Units  Estimated Accuracy
 HX0121;SPC WV S     -   213,200.      659,500.      MT  (+/- 180 meters Scaled)
 HX0121
 HX0121                          SUPERSEDED SURVEY CONTROL
 HX0121
 HX0121  NGVD 29 (??/??/92)  452.922  (m)         1485.96   (f) ADJ UNCH    2 0
 HX0121
 HX0121.Superseded values are not recommended for survey control.
 HX0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0121.See file dsdata.txt to determine how the superseded data were derived.
 HX0121
 HX0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND594079(NAD 83)
 HX0121_MARKER: DB = BENCH MARK DISK
 HX0121_SETTING: 66 = SET IN ROCK OUTCROP
 HX0121_SP_SET: ROCK LEDGE
 HX0121_STAMPING: Q 273 1962
 HX0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0121+STABILITY: POSITION/ELEVATION WELL
 HX0121
 HX0121  HISTORY     - Date     Condition        Report By
 HX0121  HISTORY     - 1962     MONUMENTED       CGS
 HX0121
 HX0121                          STATION DESCRIPTION
 HX0121
 HX0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0121'2.4 MI W FROM ADRIAN.
 HX0121'ABOUT 2.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX0121'THE CROSSING OF STATE HIGHWAYS 20 AND 4 AT ADRIAN, SET VERTICALLY
 HX0121'IN THE NORTH FACE OF A ROCK LEDGE THAT IS ABOUT 74 FEET LONG
 HX0121'AND 10 FEET HIGH AT THE NORTHWEST END OF THE LEDGE, 22 FEET
 HX0121'SOUTHWEST OF THE SOUTHWEST RAIL 37 FEET SOUTH OF THE CENTER
 HX0121'OF THE CROSSING OF A FARM ROAD, AND ABOUT 3 FEET ABOVE THE
 HX0121'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0399 ***********************************************************************
 HX0399  DESIGNATION -  Q 274
 HX0399  PID         -  HX0399
 HX0399  STATE/COUNTY-  WV/UPSHUR
 HX0399  USGS QUAD   -  CASSITY (1977)
 HX0399
 HX0399                         *CURRENT SURVEY CONTROL
 HX0399  ___________________________________________________________________
 HX0399* NAD 83(1986)-  38 48 54.     (N)    080 06 25.     (W)     SCALED    
 HX0399* NAVD 88     -       791.930  (meters)    2598.19   (feet)  ADJUSTED  
 HX0399  ___________________________________________________________________
 HX0399  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HX0399  DYNAMIC HT  -         791.370 (meters)    2596.35  (feet)  COMP
 HX0399  MODELED GRAV-     979,892.2   (mgal)                       NAVD 88
 HX0399
 HX0399  VERT ORDER  -  SECOND    CLASS 0
 HX0399
 HX0399.The horizontal coordinates were scaled from a topographic map and have
 HX0399.an estimated accuracy of +/- 6 seconds.
 HX0399
 HX0399.The orthometric height was determined by differential leveling
 HX0399.and adjusted by the National Geodetic Survey in June 1991..
 HX0399
 HX0399.The geoid height was determined by GEOID03.
 HX0399
 HX0399.The dynamic height is computed by dividing the NAVD 88
 HX0399.geopotential number by the normal gravity value computed on the
 HX0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0399.degrees latitude (g = 980.6199 gals.).
 HX0399
 HX0399.The modeled gravity was interpolated from observed gravity values.
 HX0399
 HX0399;                    North         East    Units  Estimated Accuracy
 HX0399;SPC WV S     -   201,830.      677,560.      MT  (+/- 180 meters Scaled)
 HX0399
 HX0399                          SUPERSEDED SURVEY CONTROL
 HX0399
 HX0399  NGVD 29 (??/??/92)  792.098  (m)         2598.74   (f) ADJ UNCH    2 0
 HX0399
 HX0399.Superseded values are not recommended for survey control.
 HX0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0399.See file dsdata.txt to determine how the superseded data were derived.
 HX0399
 HX0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC775966(NAD 83)
 HX0399_MARKER: DB = BENCH MARK DISK
 HX0399_SETTING: 80 = SET IN A BOULDER
 HX0399_SP_SET: BOULDER
 HX0399_STAMPING: Q 274 1962
 HX0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0399+STABILITY: SURFACE MOTION
 HX0399
 HX0399  HISTORY     - Date     Condition        Report By
 HX0399  HISTORY     - 1962     MONUMENTED       CGS
 HX0399
 HX0399                          STATION DESCRIPTION
 HX0399
 HX0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0399'5.3 MI SW FROM CASSITY.
 HX0399'ABOUT 0.5 MILES SOUTHWEST ALONG RANDOLPH COUNTY ROAD 35 FROM THE
 HX0399'CASSITY METHODIST CHURCH AT CASSITY, THENCE ABOUT 4.8 MILES
 HX0399'SOUTHWEST ALONG RANDOLPH COUNTY ROAD 34, AT A SMALL CEMETERY
 HX0399'AND CHURCH, SET VERTICALLY IN THE SOUTHEAST FACE OF AN EMBEDDED
 HX0399'ROCK THAT IS ABOUT 13 FEET LONG AND 6 FEET HIGH, 131 1/2 FEET
 HX0399'NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 69 1/2 FEET
 HX0399'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH
 HX0399'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2092 ***********************************************************************
 HW2092  DESIGNATION -  Q 275
 HW2092  PID         -  HW2092
 HW2092  STATE/COUNTY-  WV/RANDOLPH
 HW2092  USGS QUAD   -  BEVERLY WEST (1995)
 HW2092
 HW2092                         *CURRENT SURVEY CONTROL
 HW2092  ___________________________________________________________________
 HW2092* NAD 83(1986)-  38 45 40.     (N)    079 59 19.     (W)     SCALED    
 HW2092* NAVD 88     -       825.601  (meters)    2708.66   (feet)  ADJUSTED  
 HW2092  ___________________________________________________________________
 HW2092  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HW2092  DYNAMIC HT  -         824.991 (meters)    2706.66  (feet)  COMP
 HW2092  MODELED GRAV-     979,860.9   (mgal)                       NAVD 88
 HW2092
 HW2092  VERT ORDER  -  SECOND    CLASS 0
 HW2092
 HW2092.The horizontal coordinates were scaled from a topographic map and have
 HW2092.an estimated accuracy of +/- 6 seconds.
 HW2092
 HW2092.The orthometric height was determined by differential leveling
 HW2092.and adjusted by the National Geodetic Survey in June 1991..
 HW2092
 HW2092.The geoid height was determined by GEOID03.
 HW2092
 HW2092.The dynamic height is computed by dividing the NAVD 88
 HW2092.geopotential number by the normal gravity value computed on the
 HW2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2092.degrees latitude (g = 980.6199 gals.).
 HW2092
 HW2092.The modeled gravity was interpolated from observed gravity values.
 HW2092
 HW2092;                    North         East    Units  Estimated Accuracy
 HW2092;SPC WV S     -   195,950.      687,900.      MT  (+/- 180 meters Scaled)
 HW2092
 HW2092                          SUPERSEDED SURVEY CONTROL
 HW2092
 HW2092  NGVD 29 (??/??/92)  825.759  (m)         2709.18   (f) ADJ UNCH    2 0
 HW2092
 HW2092.Superseded values are not recommended for survey control.
 HW2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2092.See file dsdata.txt to determine how the superseded data were derived.
 HW2092
 HW2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC878907(NAD 83)
 HW2092_MARKER: DB = BENCH MARK DISK
 HW2092_SETTING: 80 = SET IN A BOULDER
 HW2092_STAMPING: Q 275 1962
 HW2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2092+STABILITY: SURFACE MOTION
 HW2092
 HW2092  HISTORY     - Date     Condition        Report By
 HW2092  HISTORY     - 1962     MONUMENTED       CGS
 HW2092
 HW2092                          STATION DESCRIPTION
 HW2092
 HW2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2092'3.1 MI W FROM MILL CREEK.
 HW2092'ABOUT 3.1 MILES WEST ALONG A BLACK TOP ROAD FROM THE MILL CREEK
 HW2092'BANK, SET ON TOP OF A LARGE BOULDER THAT IS ABOUT 10-BY 12-FOOT
 HW2092'WIDE, 59 1/2 FEET WEST OF THE CENTER LINE OF THE BLACK TOP
 HW2092'ROAD, 92 FEET NORTHWEST OF THE NORTH END OF A WOODEN GATE, 19
 HW2092'FEET SOUTHWEST OF A 36-INCH MAPLE TREE, 3 FEET SOUTH OF THE NORTH
 HW2092'END OF THE BOULDER, AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 HW2092'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0435 ***********************************************************************
 HX0435  DESIGNATION -  Q 276
 HX0435  PID         -  HX0435
 HX0435  STATE/COUNTY-  WV/UPSHUR
 HX0435  USGS QUAD   -  PICKENS (1977)
 HX0435
 HX0435                         *CURRENT SURVEY CONTROL
 HX0435  ___________________________________________________________________
 HX0435* NAD 83(1986)-  38 44 50.     (N)    080 09 26.     (W)     SCALED    
 HX0435* NAVD 88     -       693.770  (meters)    2276.14   (feet)  ADJUSTED  
 HX0435  ___________________________________________________________________
 HX0435  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX0435  DYNAMIC HT  -         693.248 (meters)    2274.43  (feet)  COMP
 HX0435  MODELED GRAV-     979,852.5   (mgal)                       NAVD 88
 HX0435
 HX0435  VERT ORDER  -  SECOND    CLASS 0
 HX0435
 HX0435.The horizontal coordinates were scaled from a topographic map and have
 HX0435.an estimated accuracy of +/- 6 seconds.
 HX0435
 HX0435.The orthometric height was determined by differential leveling
 HX0435.and adjusted by the National Geodetic Survey in June 1991..
 HX0435
 HX0435.The geoid height was determined by GEOID03.
 HX0435
 HX0435.The dynamic height is computed by dividing the NAVD 88
 HX0435.geopotential number by the normal gravity value computed on the
 HX0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0435.degrees latitude (g = 980.6199 gals.).
 HX0435
 HX0435.The modeled gravity was interpolated from observed gravity values.
 HX0435
 HX0435;                    North         East    Units  Estimated Accuracy
 HX0435;SPC WV S     -   194,260.      673,260.      MT  (+/- 180 meters Scaled)
 HX0435
 HX0435                          SUPERSEDED SURVEY CONTROL
 HX0435
 HX0435  NGVD 29 (??/??/92)  693.912  (m)         2276.61   (f) ADJ UNCH    2 0
 HX0435
 HX0435.Superseded values are not recommended for survey control.
 HX0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0435.See file dsdata.txt to determine how the superseded data were derived.
 HX0435
 HX0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC732890(NAD 83)
 HX0435_MARKER: DB = BENCH MARK DISK
 HX0435_SETTING: 80 = SET IN A BOULDER
 HX0435_SP_SET: BOULDER
 HX0435_STAMPING: Q 276 1962
 HX0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0435+STABILITY: SURFACE MOTION
 HX0435
 HX0435  HISTORY     - Date     Condition        Report By
 HX0435  HISTORY     - 1962     MONUMENTED       CGS
 HX0435
 HX0435                          STATION DESCRIPTION
 HX0435
 HX0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0435'0.6 MI S FROM PALACE VALLEY.
 HX0435'ABOUT 0.55 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CONCRETE
 HX0435'BRIDGE OVER THE LEFT FORK OF THE BUCKHANNON RIVER AT PALACE
 HX0435'VALLEY, SET ON TOP OF A LARGE EMBEDDED BOULDER THAT IS ABOUT
 HX0435'10-BY 15-FOOT LONG AND 3-FOOT HIGH, 44 FEET EAST OF THE CENTER
 HX0435'LINE OF THE ROAD, 2.4 FEET EAST OF THE WEST END OF THE BOULDER,
 HX0435'AND ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2121 ***********************************************************************
 HW2121  DESIGNATION -  Q 277
 HW2121  PID         -  HW2121
 HW2121  STATE/COUNTY-  WV/RANDOLPH
 HW2121  USGS QUAD   -  BEVERLY WEST (1995)
 HW2121
 HW2121                         *CURRENT SURVEY CONTROL
 HW2121  ___________________________________________________________________
 HW2121* NAD 83(1986)-  38 46 57.     (N)    079 57 47.     (W)     SCALED    
 HW2121* NAVD 88     -       868.731  (meters)    2850.16   (feet)  ADJUSTED  
 HW2121  ___________________________________________________________________
 HW2121  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HW2121  DYNAMIC HT  -         868.100 (meters)    2848.09  (feet)  COMP
 HW2121  MODELED GRAV-     979,869.7   (mgal)                       NAVD 88
 HW2121
 HW2121  VERT ORDER  -  SECOND    CLASS 0
 HW2121
 HW2121.The horizontal coordinates were scaled from a topographic map and have
 HW2121.an estimated accuracy of +/- 6 seconds.
 HW2121
 HW2121.The orthometric height was determined by differential leveling
 HW2121.and adjusted by the National Geodetic Survey in June 1991..
 HW2121
 HW2121.The geoid height was determined by GEOID03.
 HW2121
 HW2121.The dynamic height is computed by dividing the NAVD 88
 HW2121.geopotential number by the normal gravity value computed on the
 HW2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2121.degrees latitude (g = 980.6199 gals.).
 HW2121
 HW2121.The modeled gravity was interpolated from observed gravity values.
 HW2121
 HW2121;                    North         East    Units  Estimated Accuracy
 HW2121;SPC WV S     -   198,350.      690,100.      MT  (+/- 180 meters Scaled)
 HW2121
 HW2121                          SUPERSEDED SURVEY CONTROL
 HW2121
 HW2121  NGVD 29 (??/??/92)  868.896  (m)         2850.70   (f) ADJ UNCH    2 0
 HW2121
 HW2121.Superseded values are not recommended for survey control.
 HW2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2121.See file dsdata.txt to determine how the superseded data were derived.
 HW2121
 HW2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC900931(NAD 83)
 HW2121_MARKER: DB = BENCH MARK DISK
 HW2121_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2121_STAMPING: Q 277 1962
 HW2121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2121
 HW2121  HISTORY     - Date     Condition        Report By
 HW2121  HISTORY     - 1962     MONUMENTED       CGS
 HW2121  HISTORY     - 1983     GOOD             NGS
 HW2121  HISTORY     - 1983     GOOD             NGS
 HW2121
 HW2121                          STATION DESCRIPTION
 HW2121
 HW2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2121'2.8 MI NW FROM VALLEY BEND.
 HW2121'ABOUT 0.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 AND 250 FROM
 HW2121'THE POST OFFICE AT VALLEY BEND, THENCE ABOUT 1.9 MILES
 HW2121'NORTHWEST ALONG A GRAVEL ROAD, 0.45 MILE EAST OF A T ROAD
 HW2121'JUNCTION, 112 FEET SOUTH OF A POINT WHERE THE ATLANTIC SEABOARD
 HW2121'COPRATION GAS LINE CROSSES THE ROAD, SET VERTICALLY IN THE
 HW2121'EAST FACE OF A LARGE ROCK THAT IS ABOUT 8-BY 20-FOOT LONG, 11
 HW2121'FEET WEST OF THE CENTER LINE OF THE ROAD, AND IS ABOUT 3 FEET
 HW2121'ABOVE THE LEVEL OF THE ROAD.
 HW2121
 HW2121                          STATION RECOVERY (1983)
 HW2121
 HW2121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2121'RECOVERED IN GOOD CONDITION.
 HW2121
 HW2121                          STATION RECOVERY (1983)
 HW2121
 HW2121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2041 ***********************************************************************
 HW2041  DESIGNATION -  Q 278
 HW2041  PID         -  HW2041
 HW2041  STATE/COUNTY-  WV/RANDOLPH
 HW2041  USGS QUAD   -  BEVERLY EAST (1995)
 HW2041
 HW2041                         *CURRENT SURVEY CONTROL
 HW2041  ___________________________________________________________________
 HW2041* NAD 83(1986)-  38 49 07.     (N)    079 45 16.     (W)     SCALED    
 HW2041* NAVD 88     -       936.653  (meters)    3073.00   (feet)  ADJUSTED  
 HW2041  ___________________________________________________________________
 HW2041  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HW2041  DYNAMIC HT  -         935.922 (meters)    3070.60  (feet)  COMP
 HW2041  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 HW2041
 HW2041  VERT ORDER  -  SECOND    CLASS 0
 HW2041
 HW2041.The horizontal coordinates were scaled from a topographic map and have
 HW2041.an estimated accuracy of +/- 6 seconds.
 HW2041
 HW2041.The orthometric height was determined by differential leveling
 HW2041.and adjusted by the National Geodetic Survey in June 1991..
 HW2041
 HW2041.The geoid height was determined by GEOID03.
 HW2041
 HW2041.The dynamic height is computed by dividing the NAVD 88
 HW2041.geopotential number by the normal gravity value computed on the
 HW2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2041.degrees latitude (g = 980.6199 gals.).
 HW2041
 HW2041.The modeled gravity was interpolated from observed gravity values.
 HW2041
 HW2041;                    North         East    Units  Estimated Accuracy
 HW2041;SPC WV S     -   202,580.      708,170.      MT  (+/- 180 meters Scaled)
 HW2041
 HW2041                          SUPERSEDED SURVEY CONTROL
 HW2041
 HW2041  NGVD 29 (??/??/92)  936.770  (m)         3073.39   (f) ADJ UNCH    2 0
 HW2041
 HW2041.Superseded values are not recommended for survey control.
 HW2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2041.See file dsdata.txt to determine how the superseded data were derived.
 HW2041
 HW2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC081973(NAD 83)
 HW2041_MARKER: DB = BENCH MARK DISK
 HW2041_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2041_STAMPING: Q 278 1962
 HW2041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2041
 HW2041  HISTORY     - Date     Condition        Report By
 HW2041  HISTORY     - 1962     MONUMENTED       CGS
 HW2041  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2041  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2041
 HW2041                          STATION DESCRIPTION
 HW2041
 HW2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2041'2.2 MI NW FROM BEMIS.
 HW2041'ABOUT 2.2 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE WESTERN
 HW2041'MARYLAND RAILWAY CROSSING AT BEMIS, 0.35 MILE SOUTH OF A SWITCH
 HW2041'BACK CURVE, SET ON TOP OF A ROCK THAT IS ABOUT 5-BY 7-FOOT LONG
 HW2041'AND IS EMBEDDED IN THE GROUND, 29 1/2 FEET SOUTHWEST OF THE
 HW2041'CENTER LINE OF THE ROAD, 1.6 FEET NORTH OF THE SOUTH END OF THE
 HW2041'ROCK, AND ABOUT 8 FEET BELOW THE LEVEL OF THE ROAD.
 HW2041
 HW2041                          STATION RECOVERY (1983)
 HW2041
 HW2041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2041'MARK NOT FOUND.
 HW2041
 HW2041                          STATION RECOVERY (1983)
 HW2041
 HW2041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2049 ***********************************************************************
 HW2049  DESIGNATION -  Q 279
 HW2049  PID         -  HW2049
 HW2049  STATE/COUNTY-  WV/RANDOLPH
 HW2049  USGS QUAD   -  BEVERLY EAST (1995)
 HW2049
 HW2049                         *CURRENT SURVEY CONTROL
 HW2049  ___________________________________________________________________
 HW2049* NAD 83(1986)-  38 49 36.     (N)    079 48 09.     (W)     SCALED    
 HW2049* NAVD 88     -       692.910  (meters)    2273.32   (feet)  ADJUSTED  
 HW2049  ___________________________________________________________________
 HW2049  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HW2049  DYNAMIC HT  -         692.397 (meters)    2271.64  (feet)  COMP
 HW2049  MODELED GRAV-     979,864.5   (mgal)                       NAVD 88
 HW2049
 HW2049  VERT ORDER  -  SECOND    CLASS 0
 HW2049
 HW2049.The horizontal coordinates were scaled from a topographic map and have
 HW2049.an estimated accuracy of +/- 6 seconds.
 HW2049
 HW2049.The orthometric height was determined by differential leveling
 HW2049.and adjusted by the National Geodetic Survey in June 1991..
 HW2049
 HW2049.The geoid height was determined by GEOID03.
 HW2049
 HW2049.The dynamic height is computed by dividing the NAVD 88
 HW2049.geopotential number by the normal gravity value computed on the
 HW2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2049.degrees latitude (g = 980.6199 gals.).
 HW2049
 HW2049.The modeled gravity was interpolated from observed gravity values.
 HW2049
 HW2049;                    North         East    Units  Estimated Accuracy
 HW2049;SPC WV S     -   203,420.      703,980.      MT  (+/- 180 meters Scaled)
 HW2049
 HW2049                          SUPERSEDED SURVEY CONTROL
 HW2049
 HW2049  NGVD 29 (??/??/92)  693.053  (m)         2273.79   (f) ADJ UNCH    2 0
 HW2049
 HW2049.Superseded values are not recommended for survey control.
 HW2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2049.See file dsdata.txt to determine how the superseded data were derived.
 HW2049
 HW2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC039982(NAD 83)
 HW2049_MARKER: DB = BENCH MARK DISK
 HW2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2049_STAMPING: Q 279 1962
 HW2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2049+STABILITY: SURFACE MOTION
 HW2049
 HW2049  HISTORY     - Date     Condition        Report By
 HW2049  HISTORY     - 1962     MONUMENTED       CGS
 HW2049  HISTORY     - 1983     GOOD             NGS
 HW2049
 HW2049                          STATION DESCRIPTION
 HW2049
 HW2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2049'4.9 MI SE FROM BEVERLY.
 HW2049'ABOUT 2.9 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2049'OFFICE AT BEVERLY, THENCE ABOUT 2.0 MILES EAST ALONG A GRAVEL
 HW2049'ROAD, AT A PLACE WHERE TWO OLD SCHOOL BUSES ARE BEING USED AS
 HW2049'HUNTING CABINS, 21 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HW2049'127 FEET NORTHWEST OF A WOODEN BRIDGE OVER THE LEFT FORK OF FILES
 HW2049'CREEK, 5 FEET NORTHWEST OF A 6-INCH POPLAR TREE, 1 1/2 FEET
 HW2049'SOUTHWEST OF A STEEL WITNESS POST THAT PROJECTS ABOUT 3-INCHES.
 HW2049'NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING 7.8 MILES
 HW2049'NORTHWEST ALONG A GRAVEL ROAD FROM THE WESTERN MARYLAND RAILWAY
 HW2049'CROSSING AT BEMIS.
 HW2049
 HW2049                          STATION RECOVERY (1983)
 HW2049
 HW2049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0400 ***********************************************************************
 HX0400  DESIGNATION -  Q 280
 HX0400  PID         -  HX0400
 HX0400  STATE/COUNTY-  WV/RANDOLPH
 HX0400  USGS QUAD   -  CASSITY (1977)
 HX0400
 HX0400                         *CURRENT SURVEY CONTROL
 HX0400  ___________________________________________________________________
 HX0400* NAD 83(1986)-  38 48 20.     (N)    080 05 55.     (W)     SCALED    
 HX0400* NAVD 88     -       797.318  (meters)    2615.87   (feet)  ADJUSTED  
 HX0400  ___________________________________________________________________
 HX0400  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HX0400  DYNAMIC HT  -         796.749 (meters)    2614.00  (feet)  COMP
 HX0400  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 HX0400
 HX0400  VERT ORDER  -  SECOND    CLASS 0
 HX0400
 HX0400.The horizontal coordinates were scaled from a topographic map and have
 HX0400.an estimated accuracy of +/- 6 seconds.
 HX0400
 HX0400.The orthometric height was determined by differential leveling
 HX0400.and adjusted by the National Geodetic Survey in June 1991..
 HX0400
 HX0400.The geoid height was determined by GEOID03.
 HX0400
 HX0400.The dynamic height is computed by dividing the NAVD 88
 HX0400.geopotential number by the normal gravity value computed on the
 HX0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0400.degrees latitude (g = 980.6199 gals.).
 HX0400
 HX0400.The modeled gravity was interpolated from observed gravity values.
 HX0400
 HX0400;                    North         East    Units  Estimated Accuracy
 HX0400;SPC WV S     -   200,780.      678,300.      MT  (+/- 180 meters Scaled)
 HX0400
 HX0400                          SUPERSEDED SURVEY CONTROL
 HX0400
 HX0400  NGVD 29 (??/??/92)  797.483  (m)         2616.41   (f) ADJ UNCH    2 0
 HX0400
 HX0400.Superseded values are not recommended for survey control.
 HX0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0400.See file dsdata.txt to determine how the superseded data were derived.
 HX0400
 HX0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC782955(NAD 83)
 HX0400_MARKER: DB = BENCH MARK DISK
 HX0400_SETTING: 80 = SET IN A BOULDER
 HX0400_SP_SET: BOULDER
 HX0400_STAMPING: Q 280 1962
 HX0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0400+STABILITY: SURFACE MOTION
 HX0400
 HX0400  HISTORY     - Date     Condition        Report By
 HX0400  HISTORY     - 1962     MONUMENTED       CGS
 HX0400  HISTORY     - 1974     MARK NOT FOUND   USGS
 HX0400
 HX0400                          STATION DESCRIPTION
 HX0400
 HX0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0400'4.3 MI SW FROM CASSITY.
 HX0400'ABOUT 0.5 MILES SOUTHWEST ALONG RANDOLPH COUNTY ROAD 35 FROM THE
 HX0400'CASSITY METHODIST CHURCH AT CASSITY, THENCE ABOUT 3.8 MILES
 HX0400'SOUTHWEST ALONG RANDOLPH COUNTY ROAD 34, ABOUT 0.25 MILE NORTH
 HX0400'OF A SMALL SAW MILL, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HX0400'EXTENDING TO THE SOUTHWEST AND NORTH, SET ON TOP OF A FLAT
 HX0400'EMBEDDED BOULDER THAT IS ABOUT 6-BY 8-FOOT LONG, 19 FEET EAST
 HX0400'OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX0400'OF THE ROAD.
 HX0400
 HX0400                          STATION RECOVERY (1974)
 HX0400
 HX0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HX0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2032 ***********************************************************************
 HW2032  DESIGNATION -  Q 281
 HW2032  PID         -  HW2032
 HW2032  STATE/COUNTY-  WV/RANDOLPH
 HW2032  USGS QUAD   -  BEVERLY WEST (1995)
 HW2032
 HW2032                         *CURRENT SURVEY CONTROL
 HW2032  ___________________________________________________________________
 HW2032* NAD 83(1986)-  38 51 27.     (N)    079 53 46.     (W)     SCALED    
 HW2032* NAVD 88     -       605.466  (meters)    1986.43   (feet)  ADJUSTED  
 HW2032  ___________________________________________________________________
 HW2032  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HW2032  DYNAMIC HT  -         605.030 (meters)    1985.00  (feet)  COMP
 HW2032  MODELED GRAV-     979,889.2   (mgal)                       NAVD 88
 HW2032
 HW2032  VERT ORDER  -  SECOND    CLASS 0
 HW2032
 HW2032.The horizontal coordinates were scaled from a topographic map and have
 HW2032.an estimated accuracy of +/- 6 seconds.
 HW2032
 HW2032.The orthometric height was determined by differential leveling
 HW2032.and adjusted by the National Geodetic Survey in June 1991..
 HW2032
 HW2032.The geoid height was determined by GEOID03.
 HW2032
 HW2032.The dynamic height is computed by dividing the NAVD 88
 HW2032.geopotential number by the normal gravity value computed on the
 HW2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2032.degrees latitude (g = 980.6199 gals.).
 HW2032
 HW2032.The modeled gravity was interpolated from observed gravity values.
 HW2032
 HW2032;                    North         East    Units  Estimated Accuracy
 HW2032;SPC WV S     -   206,740.      695,820.      MT  (+/- 180 meters Scaled)
 HW2032
 HW2032                          SUPERSEDED SURVEY CONTROL
 HW2032
 HW2032  NGVD 29 (??/??/92)  605.622  (m)         1986.94   (f) ADJ UNCH    2 0
 HW2032
 HW2032.Superseded values are not recommended for survey control.
 HW2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2032.See file dsdata.txt to determine how the superseded data were derived.
 HW2032
 HW2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND957015(NAD 83)
 HW2032_MARKER: DB = BENCH MARK DISK
 HW2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2032_STAMPING: Q 281 1962
 HW2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2032+STABILITY: SURFACE MOTION
 HW2032
 HW2032  HISTORY     - Date     Condition        Report By
 HW2032  HISTORY     - 1962     MONUMENTED       CGS
 HW2032
 HW2032                          STATION DESCRIPTION
 HW2032
 HW2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2032'1.8 MI NW FROM BEVERLY.
 HW2032'ABOUT 0.05 MILE NORTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2032'POST OFFICE AT BEVERLY, THENCE 1.3 MILES NORTHWEST ALONG COUNTY
 HW2032'ROAD 33, THENCE ABOUT 0.5 MILE NORTHWEST ALONG A GRAVEL ROAD
 HW2032'THAT LEADS TO FISHER AND MABIE, SET AT THE NORTHEAST CORNER OF
 HW2032'A PASTURE FIELD, 225 FEET NORTH OF THE NORTHWEST CORNER OF
 HW2032'A FARM HOUSE, 25 FEET NORTHWEST OF A FENCE CORNER POST, 28 1/2
 HW2032'FEET NORTHEAST OF A 36-INCH MAPLE TREE THAT HAS A COPPER NAIL
 HW2032'AND WASHER IN ITS ROOT, 2 FEET SOUTHEAST OF A STEEL WITNESS
 HW2032'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IS SET
 HW2032'IN THE TOP OF A CONCRETE POST THAT IS PROJECTING 4 INCHES.
 HW2032'NOTE-- A COPPER NAIL AND WASHER IS IN THE ROOT OF A 36-INCH
 HW2032'MAPLE TREE THAT IS STAMPED BD, 28 1/2 FEET SOUTHWEST OF BENCH
 HW2032'MARK Q 281, BOTH OF THESE MARKS ARE 0.1 MILE NORTHWEST OF
 HW2032'BEAVER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2033 ***********************************************************************
 HW2033  DESIGNATION -  Q 281 RESET 1971
 HW2033  PID         -  HW2033
 HW2033  STATE/COUNTY-  WV/RANDOLPH
 HW2033  USGS QUAD   -  BEVERLY WEST (1995)
 HW2033
 HW2033                         *CURRENT SURVEY CONTROL
 HW2033  ___________________________________________________________________
 HW2033* NAD 83(1986)-  38 51 27.     (N)    079 53 46.     (W)     SCALED    
 HW2033* NAVD 88     -       605.52   (meters)    1986.6    (feet)  RESET     
 HW2033  ___________________________________________________________________
 HW2033  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HW2033
 HW2033  VERT ORDER  -  THIRD
 HW2033
 HW2033.The horizontal coordinates were scaled from a topographic map and have
 HW2033.an estimated accuracy of +/- 6 seconds.
 HW2033
 HW2033.The orthometric height was computed from unverified reset data.
 HW2033.No vertical observational check was made to the station.
 HW2033
 HW2033.The geoid height was determined by GEOID03.
 HW2033
 HW2033;                    North         East    Units  Estimated Accuracy
 HW2033;SPC WV S     -   206,740.      695,820.      MT  (+/- 180 meters Scaled)
 HW2033
 HW2033                          SUPERSEDED SURVEY CONTROL
 HW2033
 HW2033  NGVD 29 (09/25/03)  605.67   (m)         1987.1    (f) RESET       3  
 HW2033
 HW2033.Superseded values are not recommended for survey control.
 HW2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2033.See file dsdata.txt to determine how the superseded data were derived.
 HW2033
 HW2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND957015(NAD 83)
 HW2033_MARKER: DB = BENCH MARK DISK
 HW2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2033_STAMPING: Q 281 RESET 1971
 HW2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2033+STABILITY: SURFACE MOTION
 HW2033
 HW2033  HISTORY     - Date     Condition        Report By
 HW2033  HISTORY     - 1971     MONUMENTED       NGS
 HW2033
 HW2033                          STATION DESCRIPTION
 HW2033
 HW2033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HW2033'1.8 MI NW FROM BEVERLY.
 HW2033'ABOUT 0.05 MILE NORTH ALONG U.S. HWY. 219 AND 250 FROM THE POST
 HW2033'OFFICE IN BEVERLY, THENCE 1.3 MILES NORTHWEST ALONG COUNTY ROAD 33,
 HW2033'THENCE ABOUT 0.5 MILE NORTHWEST ALONG A GRAVELED ROAD THAT
 HW2033'LEADS TO FISHER AND MABIE.  IT IS SET IN A GARDEN PLOT ON
 HW2033'PROPERTY OF MR. JACOB SIMMONS, ABOUT 450 FEET WEST-NORTHWEST OF
 HW2033'A STEEL BRIDGE OVER BEAVER CREEK, ABOUT 180 FEET EAST-SOUTHEAST OF
 HW2033'MR. SIMMONS HOUSE, 80 FEET NORTH OF CENTERLINE OF ROAD, 2.0
 HW2033'FEET EAST OF UTILITY POLE NO. 78-569, AND 1.0 FOOT EAST OF METAL
 HW2033'WITNESS POST AND SIGN.  DISK SET IN TOP OF A ROUND CONCRETE POST
 HW2033'ABOUT 10-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0085 ***********************************************************************
 HX0085  DESIGNATION -  Q 282
 HX0085  PID         -  HX0085
 HX0085  STATE/COUNTY-  WV/RANDOLPH
 HX0085  USGS QUAD   -  ELLAMORE (1987)
 HX0085
 HX0085                         *CURRENT SURVEY CONTROL
 HX0085  ___________________________________________________________________
 HX0085* NAD 83(1986)-  38 56 29.     (N)    080 02 34.     (W)     SCALED    
 HX0085* NAVD 88     -       664.279  (meters)    2179.39   (feet)  ADJUSTED  
 HX0085  ___________________________________________________________________
 HX0085  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 HX0085  DYNAMIC HT  -         663.800 (meters)    2177.82  (feet)  COMP
 HX0085  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 HX0085
 HX0085  VERT ORDER  -  SECOND    CLASS 0
 HX0085
 HX0085.The horizontal coordinates were scaled from a topographic map and have
 HX0085.an estimated accuracy of +/- 6 seconds.
 HX0085
 HX0085.The orthometric height was determined by differential leveling
 HX0085.and adjusted by the National Geodetic Survey in June 1991..
 HX0085
 HX0085.The geoid height was determined by GEOID03.
 HX0085
 HX0085.The dynamic height is computed by dividing the NAVD 88
 HX0085.geopotential number by the normal gravity value computed on the
 HX0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0085.degrees latitude (g = 980.6199 gals.).
 HX0085
 HX0085.The modeled gravity was interpolated from observed gravity values.
 HX0085
 HX0085;                    North         East    Units  Estimated Accuracy
 HX0085;SPC WV S     -   215,910.      682,990.      MT  (+/- 180 meters Scaled)
 HX0085
 HX0085                          SUPERSEDED SURVEY CONTROL
 HX0085
 HX0085  NGVD 29 (??/??/92)  664.435  (m)         2179.90   (f) ADJ UNCH    2 0
 HX0085
 HX0085.Superseded values are not recommended for survey control.
 HX0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0085.See file dsdata.txt to determine how the superseded data were derived.
 HX0085
 HX0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND829107(NAD 83)
 HX0085_MARKER: DB = BENCH MARK DISK
 HX0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0085_SP_SET: TUNNEL
 HX0085_STAMPING: Q 282 1962
 HX0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0085
 HX0085  HISTORY     - Date     Condition        Report By
 HX0085  HISTORY     - 1962     MONUMENTED       CGS
 HX0085
 HX0085                          STATION DESCRIPTION
 HX0085
 HX0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0085'4.9 MI NE FROM MIDVALE.
 HX0085'ABOUT 4.9 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0085'FROM THE BRIDGE OVER THE MIDDLE FORK RIVER AT MIDVALE, SET
 HX0085'VERTICALLY IN THE NORTHWEST BRICK FACE AT THE NORTHWEST END OF A
 HX0085'TUNNEL AT KINGSVILLE, 1 FOOT NORTHEAST OF THE SOUTHWEST CORNER
 HX0085'OF THE TUNNEL, 9 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 HX0085'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2147 ***********************************************************************
 HW2147  DESIGNATION -  Q 3
 HW2147  PID         -  HW2147
 HW2147  STATE/COUNTY-  WV/POCAHONTAS
 HW2147  USGS QUAD   -  GREEN BANK (1995)
 HW2147
 HW2147                         *CURRENT SURVEY CONTROL
 HW2147  ___________________________________________________________________
 HW2147* NAD 83(1986)-  38 29 15.     (N)    079 51 17.     (W)     SCALED    
 HW2147* NAVD 88     -       798.288  (meters)    2619.05   (feet)  ADJUSTED  
 HW2147  ___________________________________________________________________
 HW2147  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HW2147  DYNAMIC HT  -         797.645 (meters)    2616.94  (feet)  COMP
 HW2147  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 HW2147
 HW2147  VERT ORDER  -  FIRST     CLASS II
 HW2147
 HW2147.The horizontal coordinates were scaled from a topographic map and have
 HW2147.an estimated accuracy of +/- 6 seconds.
 HW2147
 HW2147.The orthometric height was determined by differential leveling
 HW2147.and adjusted by the National Geodetic Survey in June 1991..
 HW2147
 HW2147.The geoid height was determined by GEOID03.
 HW2147
 HW2147.The dynamic height is computed by dividing the NAVD 88
 HW2147.geopotential number by the normal gravity value computed on the
 HW2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2147.degrees latitude (g = 980.6199 gals.).
 HW2147
 HW2147.The modeled gravity was interpolated from observed gravity values.
 HW2147
 HW2147;                    North         East    Units  Estimated Accuracy
 HW2147;SPC WV S     -   165,720.      699,910.      MT  (+/- 180 meters Scaled)
 HW2147
 HW2147                          SUPERSEDED SURVEY CONTROL
 HW2147
 HW2147  NGVD 29 (??/??/92)  798.347  (m)         2619.24   (f) ADJ UNCH    1 2
 HW2147
 HW2147.Superseded values are not recommended for survey control.
 HW2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2147.See file dsdata.txt to determine how the superseded data were derived.
 HW2147
 HW2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC998605(NAD 83)
 HW2147_MARKER: DB = BENCH MARK DISK
 HW2147_SETTING: 80 = SET IN A BOULDER
 HW2147_STAMPING: Q 3 1933
 HW2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2147+STABILITY: SURFACE MOTION
 HW2147
 HW2147  HISTORY     - Date     Condition        Report By
 HW2147  HISTORY     - 1933     MONUMENTED       CGS
 HW2147
 HW2147                          STATION DESCRIPTION
 HW2147
 HW2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW2147'5.1 MI SW FROM DURBIN.
 HW2147'5.1 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HW2147'THE UNION STATION AT DURBIN, POCAHONTAS COUNTY, 275 YARDS SOUTH OF
 HW2147'MILEPOST 90, 5 YARDS EAST OF THE CENTERLINE OF THE TRACK, IN
 HW2147'THE TOP OF A 3- BY 4-FOOT BOULDER, AND ABOUT 1 YARD LOWER THAN
 HW2147'THE RAIL.  A STANDARD DISK, STAMPED Q 3 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0873 ***********************************************************************
 JW0873  DESIGNATION -  Q 31
 JW0873  PID         -  JW0873
 JW0873  STATE/COUNTY-  WV/TUCKER
 JW0873  USGS QUAD   -  PARSONS (1995)
 JW0873
 JW0873                         *CURRENT SURVEY CONTROL
 JW0873  ___________________________________________________________________
 JW0873* NAD 83(1986)-  39 05 44.     (N)    079 40 49.     (W)     SCALED    
 JW0873* NAVD 88     -       501.832  (meters)    1646.43   (feet)  ADJUSTED  
 JW0873  ___________________________________________________________________
 JW0873  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JW0873  DYNAMIC HT  -         501.491 (meters)    1645.31  (feet)  COMP
 JW0873  MODELED GRAV-     979,933.9   (mgal)                       NAVD 88
 JW0873
 JW0873  VERT ORDER  -  SECOND    CLASS 0
 JW0873
 JW0873.The horizontal coordinates were scaled from a topographic map and have
 JW0873.an estimated accuracy of +/- 6 seconds.
 JW0873
 JW0873.The orthometric height was determined by differential leveling
 JW0873.and adjusted by the National Geodetic Survey in June 1991..
 JW0873
 JW0873.The geoid height was determined by GEOID03.
 JW0873
 JW0873.The dynamic height is computed by dividing the NAVD 88
 JW0873.geopotential number by the normal gravity value computed on the
 JW0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0873.degrees latitude (g = 980.6199 gals.).
 JW0873
 JW0873.The modeled gravity was interpolated from observed gravity values.
 JW0873
 JW0873;                    North         East    Units  Estimated Accuracy
 JW0873;SPC WV N     -    66,130.      584,400.      MT  (+/- 180 meters Scaled)
 JW0873
 JW0873                          SUPERSEDED SURVEY CONTROL
 JW0873
 JW0873  NGVD 29 (??/??/92)  502.000  (m)         1646.98   (f) ADJ UNCH    2 0
 JW0873
 JW0873.Superseded values are not recommended for survey control.
 JW0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0873.See file dsdata.txt to determine how the superseded data were derived.
 JW0873
 JW0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD141282(NAD 83)
 JW0873_MARKER: DB = BENCH MARK DISK
 JW0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0873_STAMPING: Q 31 1935
 JW0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0873+STABILITY: SURFACE MOTION
 JW0873
 JW0873  HISTORY     - Date     Condition        Report By
 JW0873  HISTORY     - 1935     MONUMENTED       CGS
 JW0873  HISTORY     - 1957     MARK NOT FOUND   NGS
 JW0873
 JW0873                          STATION DESCRIPTION
 JW0873
 JW0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JW0873'AT PARSONS.
 JW0873'AT PARSONS, TUCKER COUNTY, ON THE WESTERN MARYLAND RAILWAY, 66
 JW0873'FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE STATION, AT THE
 JW0873'NORTHEAST CORNER OF A SMALL PARK, AT A ROAD CROSSING, 18 FEET
 JW0873'SOUTH OF THE CENTERLINE OF THE ROAD, 18 FEET WEST OF THE CENTERLINE
 JW0873'OF THE TRACK, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 JW0873'STAMPED Q 31 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2968 ***********************************************************************
 KY2968  DESIGNATION -  Q 312
 KY2968  PID         -  KY2968
 KY2968  STATE/COUNTY-  WV/BROOKE
 KY2968  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY2968
 KY2968                         *CURRENT SURVEY CONTROL
 KY2968  ___________________________________________________________________
 KY2968* NAD 83(1986)-  40 19 26.     (N)    080 35 40.     (W)     SCALED    
 KY2968* NAVD 88     -       204.508  (meters)     670.96   (feet)  ADJUSTED  
 KY2968  ___________________________________________________________________
 KY2968  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KY2968  DYNAMIC HT  -         204.401 (meters)     670.61  (feet)  COMP
 KY2968  MODELED GRAV-     980,095.7   (mgal)                       NAVD 88
 KY2968
 KY2968  VERT ORDER  -  FIRST     CLASS II
 KY2968
 KY2968.The horizontal coordinates were scaled from a topographic map and have
 KY2968.an estimated accuracy of +/- 6 seconds.
 KY2968
 KY2968.The orthometric height was determined by differential leveling
 KY2968.and adjusted by the National Geodetic Survey in June 1991..
 KY2968
 KY2968.The geoid height was determined by GEOID03.
 KY2968
 KY2968.The dynamic height is computed by dividing the NAVD 88
 KY2968.geopotential number by the normal gravity value computed on the
 KY2968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2968.degrees latitude (g = 980.6199 gals.).
 KY2968
 KY2968.The modeled gravity was interpolated from observed gravity values.
 KY2968
 KY2968;                    North         East    Units  Estimated Accuracy
 KY2968;SPC WV N     -   203,060.      506,990.      MT  (+/- 180 meters Scaled)
 KY2968
 KY2968                          SUPERSEDED SURVEY CONTROL
 KY2968
 KY2968.No superseded survey control is available for this station.
 KY2968
 KY2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE344637(NAD 83)
 KY2968_MARKER: I = METAL ROD
 KY2968_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KY2968_SP_SET: STAINLESS STEEL ROD
 KY2968_STAMPING: Q 312 1983
 KY2968_MARK LOGO: NGS   
 KY2968_PROJECTION: FLUSH
 KY2968_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY2968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2968_ROD/PIPE-DEPTH: 21.7 meters
 KY2968
 KY2968  HISTORY     - Date     Condition        Report By
 KY2968  HISTORY     - 1983     MONUMENTED       NGS
 KY2968  HISTORY     - 19890719 MARK NOT FOUND   LOCENG
 KY2968
 KY2968                          STATION DESCRIPTION
 KY2968
 KY2968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2968'IN FOLLANSBEE.
 KY2968'IN FOLLANSBEE, 0.1 KM (0.05 MI) NORTH ALONG STATE HIGHWAY 2 FROM THE
 KY2968'INTERSECTION OF STATE STREET TO THE MARK ON THE RIGHT, AT THE NORTH
 KY2968'END OF A BASKETBALL COURT IN A SMALL CITY PARK, 12.19 METERS (40.0 FT)
 KY2968'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.85 METER (2.8 FT)
 KY2968'NORTHWEST OF THE BASKETBALL COURT, 0.61 METER (2.0 FT) NORTHEAST OF A
 KY2968'CHAIN LINK FENCE.
 KY2968'THE MARK IS 0.30 M ABOVE HIGHWAY.
 KY2968
 KY2968                          STATION RECOVERY (1989)
 KY2968
 KY2968'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 KY2968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1134 ***********************************************************************
 JW1134  DESIGNATION -  Q 313
 JW1134  PID         -  JW1134
 JW1134  STATE/COUNTY-  WV/PRESTON
 JW1134  USGS QUAD   -  TERRA ALTA (1976)
 JW1134
 JW1134                         *CURRENT SURVEY CONTROL
 JW1134  ___________________________________________________________________
 JW1134* NAD 83(1986)-  39 26 39.     (N)    079 32 22.     (W)     SCALED    
 JW1134* NAVD 88     -       778.999  (meters)    2555.77   (feet)  ADJUSTED  
 JW1134  ___________________________________________________________________
 JW1134  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JW1134  DYNAMIC HT  -         778.467 (meters)    2554.02  (feet)  COMP
 JW1134  MODELED GRAV-     979,916.8   (mgal)                       NAVD 88
 JW1134
 JW1134  VERT ORDER  -  FIRST     CLASS II
 JW1134
 JW1134.The horizontal coordinates were scaled from a topographic map and have
 JW1134.an estimated accuracy of +/- 6 seconds.
 JW1134
 JW1134.The orthometric height was determined by differential leveling
 JW1134.and adjusted by the National Geodetic Survey in June 1991..
 JW1134
 JW1134.The geoid height was determined by GEOID03.
 JW1134
 JW1134.The dynamic height is computed by dividing the NAVD 88
 JW1134.geopotential number by the normal gravity value computed on the
 JW1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1134.degrees latitude (g = 980.6199 gals.).
 JW1134
 JW1134.The modeled gravity was interpolated from observed gravity values.
 JW1134
 JW1134;                    North         East    Units  Estimated Accuracy
 JW1134;SPC WV N     -   104,820.      596,610.      MT  (+/- 180 meters Scaled)
 JW1134
 JW1134                          SUPERSEDED SURVEY CONTROL
 JW1134
 JW1134.No superseded survey control is available for this station.
 JW1134
 JW1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD256670(NAD 83)
 JW1134_MARKER: I = METAL ROD
 JW1134_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1134+WITH SETTING: INFORMATION.
 JW1134_SP_SET: SHALLOW SET METAL ROD
 JW1134_STAMPING: Q 313 1983
 JW1134_MARK LOGO: NGS   
 JW1134_PROJECTION: FLUSH
 JW1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1134_ROD/PIPE-DEPTH: 2.4  meters
 JW1134
 JW1134  HISTORY     - Date     Condition        Report By
 JW1134  HISTORY     - 1983     MONUMENTED       NGS
 JW1134
 JW1134                          STATION DESCRIPTION
 JW1134
 JW1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1134'IN TERRA ALTA.
 JW1134'IN TERRA ALTA, AT THE JUNCTION OF STATE HIGHWAY 7 AND CALDWELL STREET,
 JW1134'AT THE NORTH LEG OF A U.S. MAIL BOX, 0.8 KM (0.5 MI) EAST OF THE
 JW1134'JUNCTION OF BRANDONVILLE TURNPIKE (COUNTY ROUTE 3), 6.24 METERS
 JW1134'(20.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.62 METERS
 JW1134'(25.0 FT) SOUTHEAST OF THE CENTER OF CALDWELL STREET, 0.51 METER
 JW1134'(1.7 FT) NORTHEAST OF A METAL STREET SIGN POST, 0.30 METER (1.0 FT)
 JW1134'NORTH OF THE NORTH LEG OF THE MAIL BOX.  NOTE--SEVERAL ATTEMPTS WERE
 JW1134'MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 JW1134'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1738 ***********************************************************************
 JX1738  DESIGNATION -  Q 314
 JX1738  PID         -  JX1738
 JX1738  STATE/COUNTY-  WV/WOOD
 JX1738  USGS QUAD   -  WILLOW ISLAND (1994)
 JX1738
 JX1738                         *CURRENT SURVEY CONTROL
 JX1738  ___________________________________________________________________
 JX1738* NAD 83(1986)-  39 15 03.     (N)    081 19 00.     (W)     SCALED    
 JX1738* NAVD 88     -       282.882  (meters)     928.09   (feet)  ADJUSTED  
 JX1738  ___________________________________________________________________
 JX1738  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JX1738  DYNAMIC HT  -         282.709 (meters)     927.52  (feet)  COMP
 JX1738  MODELED GRAV-     980,006.7   (mgal)                       NAVD 88
 JX1738
 JX1738  VERT ORDER  -  FIRST     CLASS II
 JX1738
 JX1738.The horizontal coordinates were scaled from a topographic map and have
 JX1738.an estimated accuracy of +/- 6 seconds.
 JX1738
 JX1738.The orthometric height was determined by differential leveling
 JX1738.and adjusted by the National Geodetic Survey in June 1991..
 JX1738
 JX1738.The geoid height was determined by GEOID03.
 JX1738
 JX1738.The dynamic height is computed by dividing the NAVD 88
 JX1738.geopotential number by the normal gravity value computed on the
 JX1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1738.degrees latitude (g = 980.6199 gals.).
 JX1738
 JX1738.The modeled gravity was interpolated from observed gravity values.
 JX1738
 JX1738;                    North         East    Units  Estimated Accuracy
 JX1738;SPC WV N     -    84,940.      443,200.      MT  (+/- 180 meters Scaled)
 JX1738
 JX1738                          SUPERSEDED SURVEY CONTROL
 JX1738
 JX1738.No superseded survey control is available for this station.
 JX1738
 JX1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD726446(NAD 83)
 JX1738_MARKER: DB = BENCH MARK DISK
 JX1738_SETTING: 66 = SET IN ROCK OUTCROP
 JX1738_SP_SET: ROCK OUTCROP
 JX1738_STAMPING: Q 314 1983
 JX1738_MARK LOGO: NGS   
 JX1738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1738+STABILITY: POSITION/ELEVATION WELL
 JX1738
 JX1738  HISTORY     - Date     Condition        Report By
 JX1738  HISTORY     - 1983     MONUMENTED       NGS
 JX1738
 JX1738                          STATION DESCRIPTION
 JX1738
 JX1738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1738'18.5 KM (11.55 MI) EAST FROM PARKERSBURG.
 JX1738'18.5 KM (11.55 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1738'INTERSTATE 77 IN PARKERSBURG TO THE MARK ON THE LEFT, 15.0 METERS
 JX1738'(49.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 JX1738'HIGHWAY, 5.1 METERS (17.0 FT) NORTHWEST OF THE EAST END OF A
 JX1738'GUARDRAIL.
 JX1738'THE MARK IS 0.91 METERS  WNW FROM A WITNESS POST.
 JX1738'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1803 ***********************************************************************
 JX1803  DESIGNATION -  Q 315
 JX1803  PID         -  JX1803
 JX1803  STATE/COUNTY-  WV/MARION
 JX1803  USGS QUAD   -  FAIRMONT EAST (1976)
 JX1803
 JX1803                         *CURRENT SURVEY CONTROL
 JX1803  ___________________________________________________________________
 JX1803* NAD 83(1986)-  39 28 45.     (N)    080 06 16.     (W)     SCALED    
 JX1803* NAVD 88     -       344.993  (meters)    1131.86   (feet)  ADJUSTED  
 JX1803  ___________________________________________________________________
 JX1803  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JX1803  DYNAMIC HT  -         344.785 (meters)    1131.18  (feet)  COMP
 JX1803  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 JX1803
 JX1803  VERT ORDER  -  FIRST     CLASS II
 JX1803
 JX1803.The horizontal coordinates were scaled from a topographic map and have
 JX1803.an estimated accuracy of +/- 6 seconds.
 JX1803
 JX1803.The orthometric height was determined by differential leveling
 JX1803.and adjusted by the National Geodetic Survey in June 1991..
 JX1803
 JX1803.The geoid height was determined by GEOID03.
 JX1803
 JX1803.The dynamic height is computed by dividing the NAVD 88
 JX1803.geopotential number by the normal gravity value computed on the
 JX1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1803.degrees latitude (g = 980.6199 gals.).
 JX1803
 JX1803.The modeled gravity was interpolated from observed gravity values.
 JX1803
 JX1803;                    North         East    Units  Estimated Accuracy
 JX1803;SPC WV N     -   108,880.      548,000.      MT  (+/- 180 meters Scaled)
 JX1803
 JX1803                          SUPERSEDED SURVEY CONTROL
 JX1803
 JX1803.No superseded survey control is available for this station.
 JX1803
 JX1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND770703(NAD 83)
 JX1803_MARKER: DB = BENCH MARK DISK
 JX1803_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JX1803_SP_SET: CONCRETE ANCHOR OF GUARDRAIL
 JX1803_STAMPING: Q 315 1983
 JX1803_MARK LOGO: NGS   
 JX1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1803+STABILITY: SURFACE MOTION
 JX1803
 JX1803  HISTORY     - Date     Condition        Report By
 JX1803  HISTORY     - 1983     MONUMENTED       NGS
 JX1803
 JX1803                          STATION DESCRIPTION
 JX1803
 JX1803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1803'1.7 KM (1.1 MI) NE FROM FAIRMONT.
 JX1803'1.7 KM (1.1 MI) NORTHEAST ALONG INTERSTATE 79 FROM THE NORTHEAST END
 JX1803'OF THE INTERSTATE BRIDGE OVER STATE HIGHWAY 310 IN FAIRMONT TO THE
 JX1803'MARK ON THE RIGHT, AT THE SOUTHWEST END OF A METAL GUARDRAIL IN TOP OF
 JX1803'THE 2-1/2 BY 2-FOOT CONCRETE ANCHOR OF THE GUARDRAIL, 0.3 KM (0.15 MI)
 JX1803'SOUTHWEST OF HIGHWAY MILEPOST 138, 10.05 METERS (33.0 FT) SOUTHEAST OF
 JX1803'THE CENTERLINE OF THE NORTHEASTBOUND LANE OF THE HIGHWAY, 26.51 METERS
 JX1803'(87.0 FT) SOUTHWEST OF THE BLUE AND WHITE 4-INCH PVC PIPE MARKING AN
 JX1803'UNDERGROUND GAS PIPELINE D666, 0.61 METER (2.0 FT) NORTHEAST OF THE
 JX1803'SOUTHWEST END OF THE GUARDRAIL.
 JX1803'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 JX1803'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1692 ***********************************************************************
 JX1692  DESIGNATION -  Q 316
 JX1692  PID         -  JX1692
 JX1692  STATE/COUNTY-  WV/WETZEL
 JX1692  USGS QUAD   -  PADEN CITY (1994)
 JX1692
 JX1692                         *CURRENT SURVEY CONTROL
 JX1692  ___________________________________________________________________
 JX1692* NAD 83(1986)-  39 36 54.     (N)    080 54 53.     (W)     SCALED    
 JX1692* NAVD 88     -       200.872  (meters)     659.03   (feet)  ADJUSTED  
 JX1692  ___________________________________________________________________
 JX1692  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JX1692  DYNAMIC HT  -         200.754 (meters)     658.64  (feet)  COMP
 JX1692  MODELED GRAV-     980,033.0   (mgal)                       NAVD 88
 JX1692
 JX1692  VERT ORDER  -  FIRST     CLASS II
 JX1692
 JX1692.The horizontal coordinates were scaled from a topographic map and have
 JX1692.an estimated accuracy of +/- 6 seconds.
 JX1692
 JX1692.The orthometric height was determined by differential leveling
 JX1692.and adjusted by the National Geodetic Survey in June 1991..
 JX1692
 JX1692.The geoid height was determined by GEOID03.
 JX1692
 JX1692.The dynamic height is computed by dividing the NAVD 88
 JX1692.geopotential number by the normal gravity value computed on the
 JX1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1692.degrees latitude (g = 980.6199 gals.).
 JX1692
 JX1692.The modeled gravity was interpolated from observed gravity values.
 JX1692
 JX1692;                    North         East    Units  Estimated Accuracy
 JX1692;SPC WV N     -   124,740.      478,530.      MT  (+/- 180 meters Scaled)
 JX1692
 JX1692                          SUPERSEDED SURVEY CONTROL
 JX1692
 JX1692.No superseded survey control is available for this station.
 JX1692
 JX1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND073850(NAD 83)
 JX1692_MARKER: I = METAL ROD
 JX1692_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1692_SP_SET: STAINLESS STEEL ROD
 JX1692_STAMPING: Q 316 1983
 JX1692_MARK LOGO: NGS   
 JX1692_PROJECTION: FLUSH
 JX1692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1692_ROD/PIPE-DEPTH: 4.7  meters
 JX1692
 JX1692  HISTORY     - Date     Condition        Report By
 JX1692  HISTORY     - 1983     MONUMENTED       NGS
 JX1692
 JX1692                          STATION DESCRIPTION
 JX1692
 JX1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1692'2.9 KM (1.8 MI) NE FROM PADEN CITY.
 JX1692'2.9 KM (1.8 MI) NORTHEAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 JX1692'PADEN FORK ROAD IN PADEN CITY TO THE MARK ON THE LEFT, AT THE
 JX1692'SOUTHWEST END OF A STEEL GUARDRAIL, 7.31 METERS (24.0 FT) NORTHWEST OF
 JX1692'THE CENTERLINE OF THE HIGHWAY, 0.85 METER (2.8 FT) SOUTHWEST OF
 JX1692'UTILITY POLE 30-613 WITH TWO GUY WIRES, 0.61 METER (2.0 FT) NORTH OF
 JX1692'THE SOUTHWEST END OF THE GUARDRAIL.
 JX1692'THE MARK IS 0.65 METERS  SE FROM A WITNESS POST.
 JX1692'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1113 ***********************************************************************
 JW1113  DESIGNATION -  Q 317
 JW1113  PID         -  JW1113
 JW1113  STATE/COUNTY-  WV/PRESTON
 JW1113  USGS QUAD   -  ROWLESBURG (1995)
 JW1113
 JW1113                         *CURRENT SURVEY CONTROL
 JW1113  ___________________________________________________________________
 JW1113* NAD 83(1986)-  39 19 41.     (N)    079 44 52.     (W)     SCALED    
 JW1113* NAVD 88     -       785.165  (meters)    2576.00   (feet)  ADJUSTED  
 JW1113  ___________________________________________________________________
 JW1113  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JW1113  DYNAMIC HT  -         784.625 (meters)    2574.22  (feet)  COMP
 JW1113  MODELED GRAV-     979,911.0   (mgal)                       NAVD 88
 JW1113
 JW1113  VERT ORDER  -  FIRST     CLASS II
 JW1113
 JW1113.The horizontal coordinates were scaled from a topographic map and have
 JW1113.an estimated accuracy of +/- 6 seconds.
 JW1113
 JW1113.The orthometric height was determined by differential leveling
 JW1113.and adjusted by the National Geodetic Survey in June 1991..
 JW1113
 JW1113.The geoid height was determined by GEOID03.
 JW1113
 JW1113.The dynamic height is computed by dividing the NAVD 88
 JW1113.geopotential number by the normal gravity value computed on the
 JW1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1113.degrees latitude (g = 980.6199 gals.).
 JW1113
 JW1113.The modeled gravity was interpolated from observed gravity values.
 JW1113
 JW1113;                    North         East    Units  Estimated Accuracy
 JW1113;SPC WV N     -    91,960.      578,640.      MT  (+/- 180 meters Scaled)
 JW1113
 JW1113                          SUPERSEDED SURVEY CONTROL
 JW1113
 JW1113.No superseded survey control is available for this station.
 JW1113
 JW1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD079539(NAD 83)
 JW1113_MARKER: DB = BENCH MARK DISK
 JW1113_SETTING: 66 = SET IN ROCK OUTCROP
 JW1113_SP_SET: ROCK OUTCROP
 JW1113_STAMPING: Q 317 1983
 JW1113_MARK LOGO: NGS   
 JW1113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1113+STABILITY: POSITION/ELEVATION WELL
 JW1113
 JW1113  HISTORY     - Date     Condition        Report By
 JW1113  HISTORY     - 1983     MONUMENTED       NGS
 JW1113
 JW1113                          STATION DESCRIPTION
 JW1113
 JW1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1113'12.1 KM (7.55 MI) SW FROM ROWLESBURG.
 JW1113'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1113'ELEMENTARY SCHOOL IN ROWLESBURG, THENCE 7.3 KM (4.55 MI) WEST ALONG
 JW1113'U.S. HIGHWAY 50 TO THE MARK ON THE LEFT, ON THE NORTHEAST SIDE OF A
 JW1113'GRAVEL DRIVEWAY, LEADING TO A SINGLE STORY HOUSE OWNED BY MR. E.M.
 JW1113'BOLYARD, IN TOP OF THE WEST END OF THE ROCK OUTCROP, 29.90 METERS
 JW1113'(98.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.14 METERS
 JW1113'(30.0 FT) NORTHEAST OF THE CENTER OF THE DRIVEWAY, 1.90 METERS
 JW1113'(6.2 FT) SOUTHWEST OF A BARBWIRE FENCE.
 JW1113'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 JW1113'THE MARK IS 1.21 M ABOVE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1762 ***********************************************************************
 JX1762  DESIGNATION -  Q 319
 JX1762  PID         -  JX1762
 JX1762  STATE/COUNTY-  WV/HARRISON
 JX1762  USGS QUAD   -  SALEM (1976)
 JX1762
 JX1762                         *CURRENT SURVEY CONTROL
 JX1762  ___________________________________________________________________
 JX1762* NAD 83(1986)-  39 17 23.     (N)    080 32 09.     (W)     SCALED    
 JX1762* NAVD 88     -       336.831  (meters)    1105.09   (feet)  ADJUSTED  
 JX1762  ___________________________________________________________________
 JX1762  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JX1762  DYNAMIC HT  -         336.622 (meters)    1104.40  (feet)  COMP
 JX1762  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 JX1762
 JX1762  VERT ORDER  -  FIRST     CLASS II
 JX1762
 JX1762.The horizontal coordinates were scaled from a topographic map and have
 JX1762.an estimated accuracy of +/- 6 seconds.
 JX1762
 JX1762.The orthometric height was determined by differential leveling
 JX1762.and adjusted by the National Geodetic Survey in June 1991..
 JX1762
 JX1762.The geoid height was determined by GEOID03.
 JX1762
 JX1762.The dynamic height is computed by dividing the NAVD 88
 JX1762.geopotential number by the normal gravity value computed on the
 JX1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1762.degrees latitude (g = 980.6199 gals.).
 JX1762
 JX1762.The modeled gravity was interpolated from observed gravity values.
 JX1762
 JX1762;                    North         East    Units  Estimated Accuracy
 JX1762;SPC WV N     -    88,190.      510,640.      MT  (+/- 180 meters Scaled)
 JX1762
 JX1762                          SUPERSEDED SURVEY CONTROL
 JX1762
 JX1762.No superseded survey control is available for this station.
 JX1762
 JX1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND400490(NAD 83)
 JX1762_MARKER: DB = BENCH MARK DISK
 JX1762_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1762_SP_SET: ABUTMENT
 JX1762_STAMPING: Q 319 1983
 JX1762_MARK LOGO: NGS   
 JX1762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1762+STABILITY: POSITION/ELEVATION WELL
 JX1762
 JX1762  HISTORY     - Date     Condition        Report By
 JX1762  HISTORY     - 1983     MONUMENTED       NGS
 JX1762
 JX1762                          STATION DESCRIPTION
 JX1762
 JX1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1762'2.9 KM (1.8 MI) EAST FROM SALEM.
 JX1762'2.9 KM (1.8 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1762'HIGHWAY 23 AT THE NORTH EDGE OF SALEM TO THE MARK ON THE RIGHT, IN THE
 JX1762'SOUTHEAST ABUTMENT OF THE BRIDGE, 5.1 METERS (17.0 FT) SOUTH OF THE
 JX1762'CENTERLINE OF THE EASTBOUND LANE OF THE HIGHWAY.
 JX1762'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0728 ***********************************************************************
 JW0728  DESIGNATION -  Q 32
 JW0728  PID         -  JW0728
 JW0728  STATE/COUNTY-  WV/GRANT
 JW0728  USGS QUAD   -  GORMAN (1981)
 JW0728
 JW0728                         *CURRENT SURVEY CONTROL
 JW0728  ___________________________________________________________________
 JW0728* NAD 83(1986)-  39 16 46.     (N)    079 17 56.     (W)     SCALED    
 JW0728* NAVD 88     -       885.717  (meters)    2905.89   (feet)  ADJUSTED  
 JW0728  ___________________________________________________________________
 JW0728  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JW0728  DYNAMIC HT  -         885.080 (meters)    2903.80  (feet)  COMP
 JW0728  MODELED GRAV-     979,876.1   (mgal)                       NAVD 88
 JW0728
 JW0728  VERT ORDER  -  SECOND    CLASS 0
 JW0728
 JW0728.The horizontal coordinates were scaled from a topographic map and have
 JW0728.an estimated accuracy of +/- 6 seconds.
 JW0728
 JW0728.The orthometric height was determined by differential leveling
 JW0728.and adjusted by the National Geodetic Survey in June 1991..
 JW0728
 JW0728.The geoid height was determined by GEOID03.
 JW0728
 JW0728.The dynamic height is computed by dividing the NAVD 88
 JW0728.geopotential number by the normal gravity value computed on the
 JW0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0728.degrees latitude (g = 980.6199 gals.).
 JW0728
 JW0728.The modeled gravity was interpolated from observed gravity values.
 JW0728
 JW0728;                    North         East    Units  Estimated Accuracy
 JW0728;SPC WV N     -    86,550.      617,350.      MT  (+/- 180 meters Scaled)
 JW0728
 JW0728                          SUPERSEDED SURVEY CONTROL
 JW0728
 JW0728  NGVD 29 (??/??/92)  885.838  (m)         2906.29   (f) ADJ UNCH    2 0
 JW0728
 JW0728.Superseded values are not recommended for survey control.
 JW0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0728.See file dsdata.txt to determine how the superseded data were derived.
 JW0728
 JW0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD467491(NAD 83)
 JW0728_MARKER: DB = BENCH MARK DISK
 JW0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0728_STAMPING: Q 32 1935
 JW0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0728+STABILITY: SURFACE MOTION
 JW0728
 JW0728  HISTORY     - Date     Condition        Report By
 JW0728  HISTORY     - 1935     MONUMENTED       CGS
 JW0728  HISTORY     - 1941     GOOD             NGS
 JW0728
 JW0728                          STATION DESCRIPTION
 JW0728
 JW0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0728'3.3 MI W FROM MOUNT STORM.
 JW0728'ABOUT 3.3 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JW0728'STATE HIGHWAY 42 AT MOUNT STORM, GRANT COUNTY, ABOUT 3.9 MILES EAST
 JW0728'OF THE POST OFFICE AT GORMANIA, ABOUT 0.1 MILE WEST OF THE STONY
 JW0728'RIVER MT. ELEV. 2922 SUMMIT SIGN, AT THE JUNCTION OF A
 JW0728'NORTH-AND-SOUTH FARM ROAD, 43.5 FEET SOUTH OF THE CENTER LINE OF
 JW0728'THE HIGHWAY, 31.5 FEET WEST OF THE CENTER LINE OF THE ROAD, 3
 JW0728'FEET NORTH OF A WOODEN RAIL FENCE, AND 1.2 FEET WEST OF A WHITE
 JW0728'WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED Q 32 1935
 JW0728'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 JW0728'ABOVE GROUND.
 JW0728
 JW0728                          STATION RECOVERY (1941)
 JW0728
 JW0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JW0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4091 ***********************************************************************
 JV4091  DESIGNATION -  Q 320
 JV4091  PID         -  JV4091
 JV4091  STATE/COUNTY-  WV/JEFFERSON
 JV4091  USGS QUAD   -  CHARLES TOWN (1988)
 JV4091
 JV4091                         *CURRENT SURVEY CONTROL
 JV4091  ___________________________________________________________________
 JV4091* NAD 83(1986)-  39 19 01.     (N)    077 46 32.     (W)     SCALED    
 JV4091* NAVD 88     -       128.219  (meters)     420.67   (feet)  ADJUSTED  
 JV4091  ___________________________________________________________________
 JV4091  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JV4091  DYNAMIC HT  -         128.144 (meters)     420.42  (feet)  COMP
 JV4091  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 JV4091
 JV4091  VERT ORDER  -  FIRST     CLASS II
 JV4091
 JV4091.The horizontal coordinates were scaled from a topographic map and have
 JV4091.an estimated accuracy of +/- 6 seconds.
 JV4091
 JV4091.The orthometric height was determined by differential leveling
 JV4091.and adjusted by the National Geodetic Survey in June 1991..
 JV4091
 JV4091.The geoid height was determined by GEOID03.
 JV4091
 JV4091.The dynamic height is computed by dividing the NAVD 88
 JV4091.geopotential number by the normal gravity value computed on the
 JV4091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4091.degrees latitude (g = 980.6199 gals.).
 JV4091
 JV4091.The modeled gravity was interpolated from observed gravity values.
 JV4091
 JV4091;                    North         East    Units  Estimated Accuracy
 JV4091;SPC WV N     -    92,120.      748,700.      MT  (+/- 180 meters Scaled)
 JV4091
 JV4091                          SUPERSEDED SURVEY CONTROL
 JV4091
 JV4091.No superseded survey control is available for this station.
 JV4091
 JV4091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ607556(NAD 83)
 JV4091_MARKER: I = METAL ROD
 JV4091_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV4091_SP_SET: STAINLESS STEEL ROD
 JV4091_STAMPING: Q 320 1983
 JV4091_MARK LOGO: NGS   
 JV4091_PROJECTION: FLUSH
 JV4091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV4091_ROD/PIPE-DEPTH: 4.2  meters
 JV4091
 JV4091  HISTORY     - Date     Condition        Report By
 JV4091  HISTORY     - 1983     MONUMENTED       NGS
 JV4091  HISTORY     - 1983     GOOD             NGS
 JV4091  HISTORY     - 20031212 GOOD             GEOCAC
 JV4091
 JV4091                          STATION DESCRIPTION
 JV4091
 JV4091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4091'2.9 KM (1.8 MI) WEST FROM HARPERS FERRY.
 JV4091'2.9 KM (1.8 MI) WEST ALONG U.S. HIGHWAY 340 FROM THE BRIDGE OVER THE
 JV4091'SHENANDOAH RIVER IN HARPERS FERRY TO THE MARK ON THE LEFT, IN THE
 JV4091'SOUTHWEST CORNER OF THE INTERSECTION OF A COUNTY ROAD, 29.2 METERS
 JV4091'(96.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF THE
 JV4091'HIGHWAY, 23.6 METERS (77.5 FT) WEST OF THE CENTERLINE OF A COUNTY
 JV4091'ROAD, 0.30 METER (1.0 FT) WEST OF A FENCE CORNER, 0.30 METER (1.0 FT)
 JV4091'NORTH OF A FENCE.
 JV4091'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 JV4091'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JV4091
 JV4091                          STATION RECOVERY (1983)
 JV4091
 JV4091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV4091'RECOVERED IN GOOD CONDITION.
 JV4091
 JV4091                          STATION RECOVERY (2003)
 JV4091
 JV4091'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 JV4091'FOUND AS DESCRIBED AND ACROSS THE COUNTY ROAD FROM A FRUIT AND
 JV4091'VEGETABLE STAND AND FLEA MARKET. STATION IS APPROXIMATELY 2.3 FEET
 JV4091'NORTHEAST OF A CONCRETE WEST VIRGINIA HIGHWAY RIGHT-OF-WAY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1092 ***********************************************************************
 JW1092  DESIGNATION -  Q 322
 JW1092  PID         -  JW1092
 JW1092  STATE/COUNTY-  WV/BARBOUR
 JW1092  USGS QUAD   -  BELINGTON (1976)
 JW1092
 JW1092                         *CURRENT SURVEY CONTROL
 JW1092  ___________________________________________________________________
 JW1092* NAD 83(1986)-  39 05 47.     (N)    079 59 11.     (W)     SCALED    
 JW1092* NAVD 88     -       554.404  (meters)    1818.91   (feet)  ADJUSTED  
 JW1092  ___________________________________________________________________
 JW1092  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JW1092  DYNAMIC HT  -         554.026 (meters)    1817.67  (feet)  COMP
 JW1092  MODELED GRAV-     979,926.7   (mgal)                       NAVD 88
 JW1092
 JW1092  VERT ORDER  -  FIRST     CLASS II
 JW1092
 JW1092.The horizontal coordinates were scaled from a topographic map and have
 JW1092.an estimated accuracy of +/- 6 seconds.
 JW1092
 JW1092.The orthometric height was determined by differential leveling
 JW1092.and adjusted by the National Geodetic Survey in June 1991..
 JW1092
 JW1092.The geoid height was determined by GEOID03.
 JW1092
 JW1092.The dynamic height is computed by dividing the NAVD 88
 JW1092.geopotential number by the normal gravity value computed on the
 JW1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1092.degrees latitude (g = 980.6199 gals.).
 JW1092
 JW1092.The modeled gravity was interpolated from observed gravity values.
 JW1092
 JW1092;                    North         East    Units  Estimated Accuracy
 JW1092;SPC WV N     -    66,320.      557,920.      MT  (+/- 180 meters Scaled)
 JW1092
 JW1092                          SUPERSEDED SURVEY CONTROL
 JW1092
 JW1092.No superseded survey control is available for this station.
 JW1092
 JW1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND876279(NAD 83)
 JW1092_MARKER: DB = BENCH MARK DISK
 JW1092_SETTING: 66 = SET IN ROCK OUTCROP
 JW1092_SP_SET: ROCK OUTCROP
 JW1092_STAMPING: Q 322 1983
 JW1092_MARK LOGO: NGS   
 JW1092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1092+STABILITY: POSITION/ELEVATION WELL
 JW1092
 JW1092  HISTORY     - Date     Condition        Report By
 JW1092  HISTORY     - 1983     MONUMENTED       NGS
 JW1092
 JW1092                          STATION DESCRIPTION
 JW1092
 JW1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1092'8.3 KM (5.15 MI) SOUTH FROM PHILIPPI.
 JW1092'8.3 KM (5.15 MI) SOUTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JW1092'PHILIPPI TO THE MARK ON THE RIGHT, IN TOP OF A ROCK OUTCROP IN THE
 JW1092'LAWN OF A TRAILER HOUSE, PRACTICALLY ENCLOSED WITH AN A-FRAME ROOF,
 JW1092'23.77 METERS (78.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 JW1092'11.28 METERS (37.0 FT) NORTH OF THE CENTER OF THE DRIVEWAY TO THE
 JW1092'TRAILER, 2.26 METERS (7.4 FT) SOUTH OF A FENCE LINE.
 JW1092'THE MARK IS 3.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1719 ***********************************************************************
 JX1719  DESIGNATION -  Q 323
 JX1719  PID         -  JX1719
 JX1719  STATE/COUNTY-  WV/WOOD
 JX1719  USGS QUAD   -  PARKERSBURG (1994)
 JX1719
 JX1719                         *CURRENT SURVEY CONTROL
 JX1719  ___________________________________________________________________
 JX1719* NAD 83(1986)-  39 17 48.     (N)    081 30 58.     (W)     SCALED    
 JX1719* NAVD 88     -       235.212  (meters)     771.69   (feet)  ADJUSTED  
 JX1719  ___________________________________________________________________
 JX1719  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JX1719  DYNAMIC HT  -         235.067 (meters)     771.22  (feet)  COMP
 JX1719  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 JX1719
 JX1719  VERT ORDER  -  FIRST     CLASS II
 JX1719
 JX1719.The horizontal coordinates were scaled from a topographic map and have
 JX1719.an estimated accuracy of +/- 6 seconds.
 JX1719
 JX1719.The orthometric height was determined by differential leveling
 JX1719.and adjusted by the National Geodetic Survey in June 1991..
 JX1719
 JX1719.The geoid height was determined by GEOID03.
 JX1719
 JX1719.The dynamic height is computed by dividing the NAVD 88
 JX1719.geopotential number by the normal gravity value computed on the
 JX1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1719.degrees latitude (g = 980.6199 gals.).
 JX1719
 JX1719.The modeled gravity was interpolated from observed gravity values.
 JX1719
 JX1719;                    North         East    Units  Estimated Accuracy
 JX1719;SPC WV N     -    90,400.      426,110.      MT  (+/- 180 meters Scaled)
 JX1719
 JX1719                          SUPERSEDED SURVEY CONTROL
 JX1719
 JX1719.No superseded survey control is available for this station.
 JX1719
 JX1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD554498(NAD 83)
 JX1719_MARKER: I = METAL ROD
 JX1719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1719_SP_SET: STAINLESS STEEL ROD
 JX1719_STAMPING: Q 323 1983
 JX1719_MARK LOGO: NGS   
 JX1719_PROJECTION: FLUSH
 JX1719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1719_ROD/PIPE-DEPTH: 4.6  meters
 JX1719
 JX1719  HISTORY     - Date     Condition        Report By
 JX1719  HISTORY     - 1983     MONUMENTED       NGS
 JX1719
 JX1719                          STATION DESCRIPTION
 JX1719
 JX1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1719'3.1 KM (1.95 MI) NE FROM PARKERSBURG.
 JX1719'3.1 KM (1.95 MI) NORTHEAST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF
 JX1719'STATE HIGHWAY 14 (EMERSON AVENUE) IN PARKERSBURG TO THE MARK ON THE
 JX1719'RIGHT, AT THE JUNCTION OF A ROAD LEADING INTO ARLINGTON MEMORIAL
 JX1719'GARDENS CEMETERY, 22.62 METERS (74.2 FT) SOUTHEAST OF THE CENTERLINE
 JX1719'OF THE HIGHWAY, 5.79 METERS (19.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF
 JX1719'THE ROAD, 2.44 METERS (8.0 FT) NORTHWEST OF A BRICK ENTRANCE WALL.
 JX1719'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2795 ***********************************************************************
 HX2795  DESIGNATION -  Q 324
 HX2795  PID         -  HX2795
 HX2795  STATE/COUNTY-  WV/POCAHONTAS
 HX2795  USGS QUAD   -  MARLINTON (1995)
 HX2795
 HX2795                         *CURRENT SURVEY CONTROL
 HX2795  ___________________________________________________________________
 HX2795* NAD 83(1986)-  38 12 40.     (N)    080 06 15.     (W)     SCALED    
 HX2795* NAVD 88     -       707.866  (meters)    2322.39   (feet)  ADJUSTED  
 HX2795  ___________________________________________________________________
 HX2795  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HX2795  DYNAMIC HT  -         707.299 (meters)    2320.53  (feet)  COMP
 HX2795  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 HX2795
 HX2795  VERT ORDER  -  FIRST     CLASS II
 HX2795
 HX2795.The horizontal coordinates were scaled from a topographic map and have
 HX2795.an estimated accuracy of +/- 6 seconds.
 HX2795
 HX2795.The orthometric height was determined by differential leveling
 HX2795.and adjusted by the National Geodetic Survey in June 1991..
 HX2795
 HX2795.The geoid height was determined by GEOID03.
 HX2795
 HX2795.The dynamic height is computed by dividing the NAVD 88
 HX2795.geopotential number by the normal gravity value computed on the
 HX2795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2795.degrees latitude (g = 980.6199 gals.).
 HX2795
 HX2795.The modeled gravity was interpolated from observed gravity values.
 HX2795
 HX2795;                    North         East    Units  Estimated Accuracy
 HX2795;SPC WV S     -   134,800.      678,450.      MT  (+/- 180 meters Scaled)
 HX2795
 HX2795                          SUPERSEDED SURVEY CONTROL
 HX2795
 HX2795.No superseded survey control is available for this station.
 HX2795
 HX2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC784296(NAD 83)
 HX2795_MARKER: DB = BENCH MARK DISK
 HX2795_SETTING: 66 = SET IN ROCK OUTCROP
 HX2795_SP_SET: ROCK OUTCROP
 HX2795_STAMPING: Q 324 1983
 HX2795_MARK LOGO: NGS   
 HX2795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2795+STABILITY: POSITION/ELEVATION WELL
 HX2795
 HX2795  HISTORY     - Date     Condition        Report By
 HX2795  HISTORY     - 1983     MONUMENTED       NGS
 HX2795
 HX2795                          STATION DESCRIPTION
 HX2795
 HX2795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2795'1.7 KM (1.05 MI) SOUTH FROM MARLINTON.
 HX2795'1.7 KM (1.05 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 HX2795'STATE HIGHWAY 39 IN MARLINTON TO THE MARK ON THE RIGHT, IN TOP OF THE
 HX2795'LOWEST LEDGE OF A ROCK CUT, 5.49 METERS (18.0 FT) NORTHWEST OF THE
 HX2795'CENTERLINE OF THE HIGHWAY, 17.98 METERS (59.0 FT) NORTHEAST OF THE
 HX2795'JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST AND UPHILL.
 HX2795'THE MARK IS 0.75 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3194 ***********************************************************************
 GX3194  DESIGNATION -  Q 325
 GX3194  PID         -  GX3194
 GX3194  STATE/COUNTY-  WV/GREENBRIER
 GX3194  USGS QUAD   -  RONCEVERTE (1971)
 GX3194
 GX3194                         *CURRENT SURVEY CONTROL
 GX3194  ___________________________________________________________________
 GX3194* NAD 83(1986)-  37 44 57.     (N)    080 28 41.     (W)     SCALED    
 GX3194* NAVD 88     -       551.708  (meters)    1810.06   (feet)  ADJUSTED  
 GX3194  ___________________________________________________________________
 GX3194  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX3194  DYNAMIC HT  -         551.255 (meters)    1808.58  (feet)  COMP
 GX3194  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 GX3194
 GX3194  VERT ORDER  -  FIRST     CLASS II
 GX3194
 GX3194.The horizontal coordinates were scaled from a topographic map and have
 GX3194.an estimated accuracy of +/- 6 seconds.
 GX3194
 GX3194.The orthometric height was determined by differential leveling
 GX3194.and adjusted by the National Geodetic Survey in June 1991..
 GX3194
 GX3194.The geoid height was determined by GEOID03.
 GX3194
 GX3194.The dynamic height is computed by dividing the NAVD 88
 GX3194.geopotential number by the normal gravity value computed on the
 GX3194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3194.degrees latitude (g = 980.6199 gals.).
 GX3194
 GX3194.The modeled gravity was interpolated from observed gravity values.
 GX3194
 GX3194;                    North         East    Units  Estimated Accuracy
 GX3194;SPC WV S     -    83,280.      646,000.      MT  (+/- 180 meters Scaled)
 GX3194
 GX3194                          SUPERSEDED SURVEY CONTROL
 GX3194
 GX3194.No superseded survey control is available for this station.
 GX3194
 GX3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB459781(NAD 83)
 GX3194_MARKER: DB = BENCH MARK DISK
 GX3194_SETTING: 66 = SET IN ROCK OUTCROP
 GX3194_SP_SET: ROCK OUTCROP
 GX3194_STAMPING: Q 325 1984
 GX3194_MARK LOGO: NGS   
 GX3194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3194+STABILITY: POSITION/ELEVATION WELL
 GX3194
 GX3194  HISTORY     - Date     Condition        Report By
 GX3194  HISTORY     - 1984     MONUMENTED       NGS
 GX3194
 GX3194                          STATION DESCRIPTION
 GX3194
 GX3194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3194'1.5 KM (0.95 MI) WEST FROM RONCEVERTE.
 GX3194'0.5 KM (0.3 MI) WEST ALONG U.S. HIGHWAY 219 FROM THE CITY HALL IN
 GX3194'RONCEVERTE, THENCE 1.0 KM (0.65 MI) WEST ALONG STATE HIGHWAY 63 TO THE
 GX3194'MARK ON THE RIGHT, SET VERTICALLY AND ABOUT CENTERED IN THE FACE OF A
 GX3194'LARGE ROCK CUT, 6.40 METERS (21.0 FT) NORTHEAST OF THE CENTERLINE OF
 GX3194'THE HIGHWAY, 9.75 METERS (32.0 FT) NORTHWEST OF THE SOUTHEAST END OF
 GX3194'THE ROCK CUT.
 GX3194'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1225 ***********************************************************************
 JW1225  DESIGNATION -  Q 326
 JW1225  PID         -  JW1225
 JW1225  STATE/COUNTY-  WV/BERKELEY
 JW1225  USGS QUAD   -  BIG POOL (1998)
 JW1225
 JW1225                         *CURRENT SURVEY CONTROL
 JW1225  ___________________________________________________________________
 JW1225* NAD 83(1986)-  39 34 31.     (N)    078 02 22.     (W)     SCALED    
 JW1225* NAVD 88     -       134.960  (meters)     442.78   (feet)  ADJUSTED  
 JW1225  ___________________________________________________________________
 JW1225  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JW1225  DYNAMIC HT  -         134.879 (meters)     442.52  (feet)  COMP
 JW1225  MODELED GRAV-     980,031.9   (mgal)                       NAVD 88
 JW1225
 JW1225  VERT ORDER  -  FIRST     CLASS II
 JW1225
 JW1225.The horizontal coordinates were scaled from a topographic map and have
 JW1225.an estimated accuracy of +/- 6 seconds.
 JW1225
 JW1225.The orthometric height was determined by differential leveling
 JW1225.and adjusted by the National Geodetic Survey in June 1991..
 JW1225
 JW1225.The geoid height was determined by GEOID03.
 JW1225
 JW1225.The dynamic height is computed by dividing the NAVD 88
 JW1225.geopotential number by the normal gravity value computed on the
 JW1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1225.degrees latitude (g = 980.6199 gals.).
 JW1225
 JW1225.The modeled gravity was interpolated from observed gravity values.
 JW1225
 JW1225;                    North         East    Units  Estimated Accuracy
 JW1225;SPC WV N     -   120,390.      725,480.      MT  (+/- 180 meters Scaled)
 JW1225
 JW1225                          SUPERSEDED SURVEY CONTROL
 JW1225
 JW1225.No superseded survey control is available for this station.
 JW1225
 JW1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD542848(NAD 83)
 JW1225_MARKER: I = METAL ROD
 JW1225_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1225+WITH SETTING: INFORMATION.
 JW1225_SP_SET: SHALLOW SET METAL ROD
 JW1225_STAMPING: Q 326 1983
 JW1225_MARK LOGO: NGS   
 JW1225_PROJECTION: FLUSH
 JW1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1225_ROD/PIPE-DEPTH: 2.2  meters
 JW1225
 JW1225  HISTORY     - Date     Condition        Report By
 JW1225  HISTORY     - 1983     MONUMENTED       NGS
 JW1225
 JW1225                          STATION DESCRIPTION
 JW1225
 JW1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1225'6.7 KM (4.15 MI) WNW FROM HEDGESVILLE.
 JW1225'6.7 KM (4.15 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 9 FROM THE POST
 JW1225'OFFICE IN HEDGESVILLE TO THE MARK ON THE RIGHT, AT THE JUNCTION OF
 JW1225'CHERRY RUN ROAD, 7.31 METERS (24.0 FT) NORTHEAST OF THE CENTERLINE OF
 JW1225'THE HIGHWAY, 15.90 METERS (52.0 FT) SOUTHEAST OF THE CENTER OF CHERRY
 JW1225'RUN ROAD, 5.02 METERS (16.5 FT) NORTHWEST OF A FIRE HYDRANT,
 JW1225'0.54 METER (1.8 FT) NORTHWEST OF POWER POLE 39685.  NOTE--SEVERAL
 JW1225'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 JW1225'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3239 ***********************************************************************
 GX3239  DESIGNATION -  Q 328
 GX3239  PID         -  GX3239
 GX3239  STATE/COUNTY-  WV/MERCER
 GX3239  USGS QUAD   -  OAKVALE (1977)
 GX3239
 GX3239                         *CURRENT SURVEY CONTROL
 GX3239  ___________________________________________________________________
 GX3239* NAD 83(1986)-  37 21 31.     (N)    080 53 22.     (W)     SCALED    
 GX3239* NAVD 88     -       539.535  (meters)    1770.12   (feet)  ADJUSTED  
 GX3239  ___________________________________________________________________
 GX3239  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX3239  DYNAMIC HT  -         539.072 (meters)    1768.61  (feet)  COMP
 GX3239  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 GX3239
 GX3239  VERT ORDER  -  FIRST     CLASS II
 GX3239
 GX3239.The horizontal coordinates were scaled from a topographic map and have
 GX3239.an estimated accuracy of +/- 6 seconds.
 GX3239
 GX3239.The orthometric height was determined by differential leveling
 GX3239.and adjusted by the National Geodetic Survey in June 1991..
 GX3239
 GX3239.The geoid height was determined by GEOID03.
 GX3239
 GX3239.The dynamic height is computed by dividing the NAVD 88
 GX3239.geopotential number by the normal gravity value computed on the
 GX3239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3239.degrees latitude (g = 980.6199 gals.).
 GX3239
 GX3239.The modeled gravity was interpolated from observed gravity values.
 GX3239
 GX3239;                    North         East    Units  Estimated Accuracy
 GX3239;SPC WV S     -    39,810.      609,800.      MT  (+/- 180 meters Scaled)
 GX3239
 GX3239                          SUPERSEDED SURVEY CONTROL
 GX3239
 GX3239.No superseded survey control is available for this station.
 GX3239
 GX3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB097346(NAD 83)
 GX3239_MARKER: DB = BENCH MARK DISK
 GX3239_SETTING: 66 = SET IN ROCK OUTCROP
 GX3239_SP_SET: ROCK OUTCROP
 GX3239_STAMPING: Q 328 1984
 GX3239_MARK LOGO: NGS   
 GX3239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3239+STABILITY: POSITION/ELEVATION WELL
 GX3239
 GX3239  HISTORY     - Date     Condition        Report By
 GX3239  HISTORY     - 1984     MONUMENTED       NGS
 GX3239
 GX3239                          STATION DESCRIPTION
 GX3239
 GX3239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3239'2.7 KM (1.65 MI) WEST FROM GLEN LYN.
 GX3239'2.7 KM (1.65 MI) WEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE IN
 GX3239'GLEN LYN TO THE JUNCTION OF ADAIRS RUN ROAD AND THE MARK ON THE RIGHT,
 GX3239'IN TOP OF A SMALL ROCK OUTCROP, 30.78 METERS (101.0 FT) NORTH OF THE
 GX3239'CENTERLINE OF THE WEST BOUND LANE OF THE HIGHWAY, 10.36 METERS
 GX3239'(34.0 FT) EAST OF THE CENTER OF THE ROAD, 0.37 METER (1.2 FT) NORTH OF
 GX3239'THE SOUTH EDGE OF THE ROCK.
 GX3239'THE MARK IS 0.35 METERS  E FROM A WITNESS POST.
 GX3239'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0170 ***********************************************************************
 JX0170  DESIGNATION -  Q 33
 JX0170  PID         -  JX0170
 JX0170  STATE/COUNTY-  WV/MARION
 JX0170  USGS QUAD   -  FAIRMONT EAST (1976)
 JX0170
 JX0170                         *CURRENT SURVEY CONTROL
 JX0170  ___________________________________________________________________
 JX0170* NAD 83(1986)-  39 23 14.     (N)    080 04 20.     (W)     SCALED    
 JX0170* NAVD 88     -       299.424  (meters)     982.36   (feet)  POSTED    
 JX0170  ___________________________________________________________________
 JX0170  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JX0170  DYNAMIC HT  -         299.230 (meters)     981.72  (feet)  COMP
 JX0170  MODELED GRAV-     979,980.9   (mgal)                       NAVD 88
 JX0170
 JX0170  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0170
 JX0170.The horizontal coordinates were scaled from a topographic map and have
 JX0170.an estimated accuracy of +/- 6 seconds.
 JX0170
 JX0170.The orthometric height was determined by differential leveling
 JX0170.and adjusted by the National Geodetic Survey in 1992..
 JX0170.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0170.rate of 0.0 thru 1.0 mm/km.
 JX0170
 JX0170.The geoid height was determined by GEOID03.
 JX0170
 JX0170.The dynamic height is computed by dividing the NAVD 88
 JX0170.geopotential number by the normal gravity value computed on the
 JX0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0170.degrees latitude (g = 980.6199 gals.).
 JX0170
 JX0170.The modeled gravity was interpolated from observed gravity values.
 JX0170
 JX0170;                    North         East    Units  Estimated Accuracy
 JX0170;SPC WV N     -    98,650.      550,710.      MT  (+/- 180 meters Scaled)
 JX0170
 JX0170                          SUPERSEDED SURVEY CONTROL
 JX0170
 JX0170  NGVD 29 (??/??/92)  299.608  (m)          982.96   (f) ADJ UNCH    1 2
 JX0170
 JX0170.Superseded values are not recommended for survey control.
 JX0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0170.See file dsdata.txt to determine how the superseded data were derived.
 JX0170
 JX0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND798601(NAD 83)
 JX0170_MARKER: DB = BENCH MARK DISK
 JX0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0170_SP_SET: CULVERT
 JX0170_STAMPING: Q 33 1935
 JX0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0170
 JX0170  HISTORY     - Date     Condition        Report By
 JX0170  HISTORY     - 1935     MONUMENTED       CGS
 JX0170  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0170
 JX0170                          STATION DESCRIPTION
 JX0170
 JX0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0170'7.1 MI NW FROM GRAFTON.
 JX0170'IN MARION COUNTY, 7.1 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO
 JX0170'RAILROAD FROM THE STATION AT GRAFTON, TAYLOR COUNTY, 45 FEET NORTH
 JX0170'OF POLE 287+05, IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH
 JX0170'CONCRETE WALL OF A CULVERT, 9 FEET NORTH OF THE CENTERLINE OF THE
 JX0170'NORTH TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 JX0170'STAMPED Q 33 1935.
 JX0170
 JX0170                          STATION RECOVERY (1983)
 JX0170
 JX0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0170'NOT RECOVERED, THE MARK IS INACCESSIBLE TO NEW LEVEL LINE AND WAS NOT
 JX0170'SEARCHED FOR IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2822 ***********************************************************************
 HX2822  DESIGNATION -  Q 330
 HX2822  PID         -  HX2822
 HX2822  STATE/COUNTY-  WV/JACKSON
 HX2822  USGS QUAD   -  RAVENSWOOD (1994)
 HX2822
 HX2822                         *CURRENT SURVEY CONTROL
 HX2822  ___________________________________________________________________
 HX2822* NAD 83(1986)-  38 52 51.     (N)    081 51 51.     (W)     SCALED    
 HX2822* NAVD 88     -       177.702  (meters)     583.01   (feet)  ADJUSTED  
 HX2822  ___________________________________________________________________
 HX2822  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HX2822  DYNAMIC HT  -         177.588 (meters)     582.64  (feet)  COMP
 HX2822  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 HX2822
 HX2822  VERT ORDER  -  FIRST     CLASS II
 HX2822
 HX2822.The horizontal coordinates were scaled from a topographic map and have
 HX2822.an estimated accuracy of +/- 6 seconds.
 HX2822
 HX2822.The orthometric height was determined by differential leveling
 HX2822.and adjusted by the National Geodetic Survey in June 1991..
 HX2822
 HX2822.The geoid height was determined by GEOID03.
 HX2822
 HX2822.The dynamic height is computed by dividing the NAVD 88
 HX2822.geopotential number by the normal gravity value computed on the
 HX2822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2822.degrees latitude (g = 980.6199 gals.).
 HX2822
 HX2822.The modeled gravity was interpolated from observed gravity values.
 HX2822
 HX2822;                    North         East    Units  Estimated Accuracy
 HX2822;SPC WV S     -   209,110.      525,020.      MT  (+/- 180 meters Scaled)
 HX2822
 HX2822                          SUPERSEDED SURVEY CONTROL
 HX2822
 HX2822.No superseded survey control is available for this station.
 HX2822
 HX2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD250039(NAD 83)
 HX2822_MARKER: DB = BENCH MARK DISK
 HX2822_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HX2822_SP_SET: ABUTMENT
 HX2822_STAMPING: Q 330 1984
 HX2822_MARK LOGO: NGS   
 HX2822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2822
 HX2822  HISTORY     - Date     Condition        Report By
 HX2822  HISTORY     - 1984     MONUMENTED       NGS
 HX2822
 HX2822                          STATION DESCRIPTION
 HX2822
 HX2822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2822'2.7 KM (1.7 MI) NE FROM MOUNT ALTO.
 HX2822'2.7 KM (1.7 MI) NORTHEAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 HX2822'U.S. HIGHWAY 33 IN MOUNT ALTO TO THE MARK ON THE RIGHT, ALSO 3.6 KM
 HX2822'(2.25 MI) SOUTHWEST ALONG HIGHWAY 2 FROM THE POST OFFICE IN MILLWOOD,
 HX2822'IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE HIGHWAY
 HX2822'BRIDGE OVER MILLCREEK, 5.33 METERS (17.5 FT) SOUTHEAST OF THE
 HX2822'CENTERLINE OF THE HIGHWAY, 0.61 METER (2.0 FT) SOUTHWEST OF THE
 HX2822'SOUTHWEST END OF THE SOUTHEAST WALKWAY OF THE BRIDGE.
 HX2822'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2191 ***********************************************************************
 HY2191  DESIGNATION -  Q 331
 HY2191  PID         -  HY2191
 HY2191  STATE/COUNTY-  WV/MASON
 HY2191  USGS QUAD   -  GALLIPOLIS (1983)
 HY2191
 HY2191                         *CURRENT SURVEY CONTROL
 HY2191  ___________________________________________________________________
 HY2191* NAD 83(1986)-  38 47 00.     (N)    082 12 00.     (W)     SCALED    
 HY2191* NAVD 88     -       179.725  (meters)     589.65   (feet)  ADJUSTED  
 HY2191  ___________________________________________________________________
 HY2191  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HY2191  DYNAMIC HT  -         179.610 (meters)     589.27  (feet)  COMP
 HY2191  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 HY2191
 HY2191  VERT ORDER  -  FIRST     CLASS II
 HY2191
 HY2191.The horizontal coordinates were scaled from a topographic map and have
 HY2191.an estimated accuracy of +/- 6 seconds.
 HY2191
 HY2191.The orthometric height was determined by differential leveling
 HY2191.and adjusted by the National Geodetic Survey in June 1991..
 HY2191
 HY2191.The geoid height was determined by GEOID03.
 HY2191
 HY2191.The dynamic height is computed by dividing the NAVD 88
 HY2191.geopotential number by the normal gravity value computed on the
 HY2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2191.degrees latitude (g = 980.6199 gals.).
 HY2191
 HY2191.The modeled gravity was interpolated from observed gravity values.
 HY2191
 HY2191;                    North         East    Units  Estimated Accuracy
 HY2191;SPC WV S     -   198,610.      495,740.      MT  (+/- 180 meters Scaled)
 HY2191
 HY2191                          SUPERSEDED SURVEY CONTROL
 HY2191
 HY2191.No superseded survey control is available for this station.
 HY2191
 HY2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC957934(NAD 83)
 HY2191_MARKER: I = METAL ROD
 HY2191_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HY2191_SP_SET: STAINLESS STEEL ROD
 HY2191_STAMPING: Q 331 1984
 HY2191_MARK LOGO: NGS   
 HY2191_PROJECTION: FLUSH
 HY2191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2191_ROD/PIPE-DEPTH: 14.6 meters
 HY2191
 HY2191  HISTORY     - Date     Condition        Report By
 HY2191  HISTORY     - 1984     MONUMENTED       NGS
 HY2191
 HY2191                          STATION DESCRIPTION
 HY2191
 HY2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2191'8.4 KM (5.2 MI) SOUTH FROM POINT PLEASANT.
 HY2191'8.4 KM (5.2 MI) SOUTH ALONG STATE HIGHWAY 2 FROM THE SOUTH END OF THE
 HY2191'BRIDGE OVER THE KANAWHA RIVER IN POINT PLEASANT TO THE MARK ON THE
 HY2191'LEFT, 13.26 METERS (43.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 HY2191'4.11 METERS (13.5 FT) SOUTH OF THE CENTER OF A PAVED ROAD LEADING
 HY2191'EAST, 14.78 METERS (48.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 HY2191'RED BRICK HOUSE, 0.46 METER (1.5 FT) EAST OF UTILITY POLE 250 54.
 HY2191'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1770 ***********************************************************************
 JW1770  DESIGNATION -  Q 334
 JW1770  PID         -  JW1770
 JW1770  STATE/COUNTY-  WV/PRESTON
 JW1770  USGS QUAD   -  BRUCETON MILLS (1976)
 JW1770
 JW1770                         *CURRENT SURVEY CONTROL
 JW1770  ___________________________________________________________________
 JW1770* NAD 83(1986)-  39 39 23.     (N)    079 41 19.     (W)     SCALED    
 JW1770* NAVD 88     -       532.356  (meters)    1746.57   (feet)  ADJUSTED  
 JW1770  ___________________________________________________________________
 JW1770  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JW1770  DYNAMIC HT  -         532.028 (meters)    1745.50  (feet)  COMP
 JW1770  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JW1770
 JW1770  VERT ORDER  -  FIRST     CLASS II
 JW1770
 JW1770.The horizontal coordinates were scaled from a topographic map and have
 JW1770.an estimated accuracy of +/- 6 seconds.
 JW1770
 JW1770.The orthometric height was determined by differential leveling
 JW1770.and adjusted by the National Geodetic Survey in April 1995..
 JW1770
 JW1770.The geoid height was determined by GEOID03.
 JW1770
 JW1770.The dynamic height is computed by dividing the NAVD 88
 JW1770.geopotential number by the normal gravity value computed on the
 JW1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1770.degrees latitude (g = 980.6199 gals.).
 JW1770
 JW1770.The modeled gravity was interpolated from observed gravity values.
 JW1770
 JW1770;                    North         East    Units  Estimated Accuracy
 JW1770;SPC WV N     -   128,400.      583,810.      MT  (+/- 180 meters Scaled)
 JW1770
 JW1770                          SUPERSEDED SURVEY CONTROL
 JW1770
 JW1770.No superseded survey control is available for this station.
 JW1770
 JW1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD125904(NAD 83)
 JW1770_MARKER: DV = VERTICAL CONTROL DISK
 JW1770_SETTING: 66 = SET IN ROCK OUTCROP
 JW1770_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1770_STAMPING: Q 334 1993
 JW1770_MARK LOGO: NGS   
 JW1770_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1770+STABILITY: POSITION/ELEVATION WELL
 JW1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1770+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1770
 JW1770  HISTORY     - Date     Condition        Report By
 JW1770  HISTORY     - 1993     MONUMENTED       NGS
 JW1770
 JW1770                          STATION DESCRIPTION
 JW1770
 JW1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1770'25.2 KM (15.65 MI) WESTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1770'JUNCTION OF STATE HIGHWAY 42 IN FRIENDSVILLE, MARYLAND (EXIT 4), NEAR
 JW1770'THE CENTER OF A 4 BY 10-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY
 JW1770'CUT, 14.6 M (47.9 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 JW1770'OF THE HIGHWAY, 4.3 M (14.1 FT) NORTHWEST OF THE NORTH END OF A DRAIN
 JW1770'PIPE, 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 JW1770'FT) EAST 0F A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0275 ***********************************************************************
 GY0275  DESIGNATION -  Q 34
 GY0275  PID         -  GY0275
 GY0275  STATE/COUNTY-  WV/MINGO
 GY0275  USGS QUAD   -  BARNABUS (1976)
 GY0275
 GY0275                         *CURRENT SURVEY CONTROL
 GY0275  ___________________________________________________________________
 GY0275* NAD 83(1986)-  37 40 12.     (N)    082 07 02.     (W)     SCALED    
 GY0275* NAVD 88     -       294.716  (meters)     966.91   (feet)  ADJUSTED  
 GY0275  ___________________________________________________________________
 GY0275  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GY0275  DYNAMIC HT  -         294.495 (meters)     966.19  (feet)  COMP
 GY0275  MODELED GRAV-     979,872.8   (mgal)                       NAVD 88
 GY0275
 GY0275  VERT ORDER  -  SECOND    CLASS 0
 GY0275
 GY0275.The horizontal coordinates were scaled from a topographic map and have
 GY0275.an estimated accuracy of +/- 6 seconds.
 GY0275
 GY0275.The orthometric height was determined by differential leveling
 GY0275.and adjusted by the National Geodetic Survey in June 1991..
 GY0275
 GY0275.The geoid height was determined by GEOID03.
 GY0275
 GY0275.The dynamic height is computed by dividing the NAVD 88
 GY0275.geopotential number by the normal gravity value computed on the
 GY0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0275.degrees latitude (g = 980.6199 gals.).
 GY0275
 GY0275.The modeled gravity was interpolated from observed gravity values.
 GY0275
 GY0275;                    North         East    Units  Estimated Accuracy
 GY0275;SPC WV S     -    74,960.      501,440.      MT  (+/- 180 meters Scaled)
 GY0275
 GY0275                          SUPERSEDED SURVEY CONTROL
 GY0275
 GY0275  NGVD 29 (??/??/92)  294.937  (m)          967.64   (f) ADJ UNCH    2 0
 GY0275
 GY0275.Superseded values are not recommended for survey control.
 GY0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0275.See file dsdata.txt to determine how the superseded data were derived.
 GY0275
 GY0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB014697(NAD 83)
 GY0275_MARKER: DB = BENCH MARK DISK
 GY0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0275_STAMPING: Q 34 1935
 GY0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0275+STABILITY: SURFACE MOTION
 GY0275
 GY0275  HISTORY     - Date     Condition        Report By
 GY0275  HISTORY     - 1935     MONUMENTED       CGS
 GY0275  HISTORY     - 1957     GOOD             NGS
 GY0275
 GY0275                          STATION DESCRIPTION
 GY0275
 GY0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0275'3 MI NE FROM TAYLORSVILLE.
 GY0275'ABOUT 3.05 MILES NORTHEAST ALONG U.S. HIGHWAYS 52 AND 119 FROM
 GY0275'THE JUNCTION OF RED JACKET ROAD AT TAYLORSVILLE, NEAR THE
 GY0275'CARSON POWERS RESIDENCE, JUST WEST OF THE POST OFFICE AND STORE
 GY0275'AT VARNEY, 30 1/2 FEET SOUTH OF CENTER LINE OF ROAD, 2.6 FEET
 GY0275'SOUTH OF SOUTH EDGE OF A WALK TO A GARAGE, 2.8 FEET NORTH OF
 GY0275'NORTHWEST CORNER OF PORCH OF HOUSE, 15.2 FEET NORTHEAST OF
 GY0275'NORTHWEST CORNER OF HOUSE, AND SET IN THE TOP OF A CONCRETE POST
 GY0275'ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0873 ***********************************************************************
 JX0873  DESIGNATION -  Q 34
 JX0873  PID         -  JX0873
 JX0873  STATE/COUNTY-  WV/PLEASANTS
 JX0873  USGS QUAD   -  RAVEN ROCK (1994)
 JX0873
 JX0873                         *CURRENT SURVEY CONTROL
 JX0873  ___________________________________________________________________
 JX0873* NAD 83(1986)-  39 26 01.     (N)    081 09 51.     (W)     SCALED    
 JX0873* NAVD 88     -       189.656  (meters)     622.23   (feet)  ADJUSTED  
 JX0873  ___________________________________________________________________
 JX0873  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JX0873  DYNAMIC HT  -         189.543 (meters)     621.86  (feet)  COMP
 JX0873  MODELED GRAV-     980,026.8   (mgal)                       NAVD 88
 JX0873
 JX0873  VERT ORDER  -  SECOND    CLASS 0
 JX0873
 JX0873.The horizontal coordinates were scaled from a topographic map and have
 JX0873.an estimated accuracy of +/- 6 seconds.
 JX0873
 JX0873.The orthometric height was determined by differential leveling
 JX0873.and adjusted by the National Geodetic Survey in June 1991..
 JX0873
 JX0873.The geoid height was determined by GEOID03.
 JX0873
 JX0873.The dynamic height is computed by dividing the NAVD 88
 JX0873.geopotential number by the normal gravity value computed on the
 JX0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0873.degrees latitude (g = 980.6199 gals.).
 JX0873
 JX0873.The modeled gravity was interpolated from observed gravity values.
 JX0873
 JX0873;                    North         East    Units  Estimated Accuracy
 JX0873;SPC WV N     -   104,970.      456,740.      MT  (+/- 180 meters Scaled)
 JX0873
 JX0873                          SUPERSEDED SURVEY CONTROL
 JX0873
 JX0873  NGVD 29 (??/??/92)  189.833  (m)          622.81   (f) ADJ UNCH    2 0
 JX0873
 JX0873.Superseded values are not recommended for survey control.
 JX0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0873.See file dsdata.txt to determine how the superseded data were derived.
 JX0873
 JX0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD858649(NAD 83)
 JX0873_MARKER: DB = BENCH MARK DISK
 JX0873_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0873_SP_SET: BRIDGE
 JX0873_STAMPING: Q 34 1934
 JX0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0873
 JX0873  HISTORY     - Date     Condition        Report By
 JX0873  HISTORY     - 1934     MONUMENTED       CGS
 JX0873  HISTORY     - 1957     GOOD             NGS
 JX0873  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0873
 JX0873                          STATION DESCRIPTION
 JX0873
 JX0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0873'3.6 MI NE FROM ST MARYS.
 JX0873'ABOUT 3.55 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0873'FROM THE STATION AT ST. MARYS, ABOUT 0.85 MILE SOUTHWEST OF THE
 JX0873'POST OFFICE AT RAVEN ROCK, IN THE TOP OF THE NORTHEAST END OF
 JX0873'BRIDGE RAILING OF STATE HIGHWAY 2 BRIDGE OVER SPRING RUN, 28 FEET
 JX0873'SOUTHEAST OF SOUTHEAST RAIL, 25 1/2 FEET NORTHWEST OF CENTER LINE
 JX0873'OF HIGHWAY, 43 FEET EAST OF TELEPHONE POLE NO. 60+15, 2 FEET
 JX0873'SOUTHWEST OF NORTHEAST END OF BRIDGE RAILING AND 1 1/2 FEET
 JX0873'ABOVE LEVEL OF TRACK.
 JX0873
 JX0873                          STATION RECOVERY (1983)
 JX0873
 JX0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0873'NOT RECOVERED, THE BRIDGE RAILING IN WHICH THE MARK WAS SET IS NOW
 JX0873'LYING IN SPRING RUN, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2269 ***********************************************************************
 GX2269  DESIGNATION -  Q 35
 GX2269  PID         -  GX2269
 GX2269  STATE/COUNTY-  WV/LOGAN
 GX2269  USGS QUAD   -  LOGAN (1989)
 GX2269
 GX2269                         *CURRENT SURVEY CONTROL
 GX2269  ___________________________________________________________________
 GX2269* NAD 83(1986)-  37 51 57.     (N)    081 54 52.     (W)     SCALED    
 GX2269* NAVD 88     -       247.999  (meters)     813.64   (feet)  ADJUSTED  
 GX2269  ___________________________________________________________________
 GX2269  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GX2269  DYNAMIC HT  -         247.818 (meters)     813.05  (feet)  COMP
 GX2269  MODELED GRAV-     979,892.2   (mgal)                       NAVD 88
 GX2269
 GX2269  VERT ORDER  -  SECOND    CLASS 0
 GX2269
 GX2269.The horizontal coordinates were scaled from a topographic map and have
 GX2269.an estimated accuracy of +/- 6 seconds.
 GX2269
 GX2269.The orthometric height was determined by differential leveling
 GX2269.and adjusted by the National Geodetic Survey in June 1991..
 GX2269
 GX2269.The geoid height was determined by GEOID03.
 GX2269
 GX2269.The dynamic height is computed by dividing the NAVD 88
 GX2269.geopotential number by the normal gravity value computed on the
 GX2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2269.degrees latitude (g = 980.6199 gals.).
 GX2269
 GX2269.The modeled gravity was interpolated from observed gravity values.
 GX2269
 GX2269;                    North         East    Units  Estimated Accuracy
 GX2269;SPC WV S     -    96,490.      519,540.      MT  (+/- 180 meters Scaled)
 GX2269
 GX2269                          SUPERSEDED SURVEY CONTROL
 GX2269
 GX2269  NGVD 29 (??/??/92)  248.199  (m)          814.30   (f) ADJ UNCH    2 0
 GX2269
 GX2269.Superseded values are not recommended for survey control.
 GX2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2269.See file dsdata.txt to determine how the superseded data were derived.
 GX2269
 GX2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB195913(NAD 83)
 GX2269_MARKER: DB = BENCH MARK DISK
 GX2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2269_STAMPING: Q 35 1935
 GX2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2269+STABILITY: SURFACE MOTION
 GX2269
 GX2269  HISTORY     - Date     Condition        Report By
 GX2269  HISTORY     - 1935     MONUMENTED       CGS
 GX2269  HISTORY     - 1974     POOR             NGS
 GX2269
 GX2269                          STATION DESCRIPTION
 GX2269
 GX2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2269'AT ETHEL.
 GX2269'AT ETHEL, LOGAN COUNTY, ON U.S. HIGHWAY 119, 0.2 MILE WEST OF THE
 GX2269'POST OFFICE, 95 YARDS WEST OF A CHESAPEAKE AND OHIO RAILWAY SPUR
 GX2269'TRACK, 63 FEET NORTH OF THE NORTH RAIL, 57 FEET SOUTH OF THE
 GX2269'CENTERLINE OF THE HIGHWAY, 12 FEET WEST OF THE NORTHWEST CORNER
 GX2269'OF A POWER COMPANY SUB-STATION, AND LEVEL WITH THE HIGHWAY.  A
 GX2269'STANDARD DISK, STAMPED Q 35 1935 AND SET IN THE TOP OF A CONCRETE
 GX2269'POST.
 GX2269
 GX2269                          STATION RECOVERY (1974)
 GX2269
 GX2269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GX2269'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2100 ***********************************************************************
 HX2100  DESIGNATION -  Q 36
 HX2100  PID         -  HX2100
 HX2100  STATE/COUNTY-  WV/BOONE
 HX2100  USGS QUAD   -  MADISON (1976)
 HX2100
 HX2100                         *CURRENT SURVEY CONTROL
 HX2100  ___________________________________________________________________
 HX2100* NAD 83(1986)-  38 07 04.     (N)    081 50 35.     (W)     SCALED    
 HX2100* NAVD 88     -       205.773  (meters)     675.11   (feet)  ADJUSTED  
 HX2100  ___________________________________________________________________
 HX2100  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HX2100  DYNAMIC HT  -         205.625 (meters)     674.62  (feet)  COMP
 HX2100  MODELED GRAV-     979,907.6   (mgal)                       NAVD 88
 HX2100
 HX2100  VERT ORDER  -  SECOND    CLASS 0
 HX2100
 HX2100.The horizontal coordinates were scaled from a topographic map and have
 HX2100.an estimated accuracy of +/- 6 seconds.
 HX2100
 HX2100.The orthometric height was determined by differential leveling
 HX2100.and adjusted by the National Geodetic Survey in June 1991..
 HX2100
 HX2100.The geoid height was determined by GEOID03.
 HX2100
 HX2100.The dynamic height is computed by dividing the NAVD 88
 HX2100.geopotential number by the normal gravity value computed on the
 HX2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2100.degrees latitude (g = 980.6199 gals.).
 HX2100
 HX2100.The modeled gravity was interpolated from observed gravity values.
 HX2100
 HX2100;                    North         East    Units  Estimated Accuracy
 HX2100;SPC WV S     -   124,400.      526,080.      MT  (+/- 180 meters Scaled)
 HX2100
 HX2100                          SUPERSEDED SURVEY CONTROL
 HX2100
 HX2100  NGVD 29 (??/??/92)  205.988  (m)          675.81   (f) ADJ UNCH    2 0
 HX2100
 HX2100.Superseded values are not recommended for survey control.
 HX2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2100.See file dsdata.txt to determine how the superseded data were derived.
 HX2100
 HX2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC261192(NAD 83)
 HX2100_MARKER: DB = BENCH MARK DISK
 HX2100_SETTING: 66 = SET IN ROCK OUTCROP
 HX2100_SP_SET: ROCK CUT
 HX2100_STAMPING: Q 36 1935
 HX2100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2100+STABILITY: POSITION/ELEVATION WELL
 HX2100
 HX2100  HISTORY     - Date     Condition        Report By
 HX2100  HISTORY     - 1935     MONUMENTED       CGS
 HX2100  HISTORY     - 1958     GOOD             NGS
 HX2100  HISTORY     - 1973     GOOD             LOCENG
 HX2100
 HX2100                          STATION DESCRIPTION
 HX2100
 HX2100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2100'4 MI N FROM DANVILLE.
 HX2100'ABOUT 4.0 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2100'FROM THE STATION AT DANVILLE, 0.28 MILE SOUTH OF MILE POST 31,
 HX2100'108 YARDS SOUTHWEST OF THE SOUTHWEST END OF A CURVE WITH TANGENTS
 HX2100'EXTENDING SOUTHWEST AND NORTH, 9.5 FEET NORTHWEST OF THE
 HX2100'NORTHWEST RAIL, IN THE TOP OF A 4-BY 5-INCH LEVEL SURFACE AT
 HX2100'THE BOTTOM OF A STEEP SLANTING CUT, 2 1/2 FEET DIRECTLY BELOW
 HX2100'THE LETTERS U S CHISELED IN THE SOUTHEAST FACE OF A 8-FOOT HIGH
 HX2100'ROCK CUT, 9 YARDS NORTHEAST OF THE SOUTHWEST END OF A LARGE ROCK
 HX2100'IN CUT, 45 YARDS NORTHEAST OF THE NORTHEAST END OF A CURVE WITH
 HX2100'TANGENTS EXTENDING NORTHEAST AND WEST-SOUTHWEST, ABOUT LEVEL
 HX2100'WITH TOP OF RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 HX2100
 HX2100                          STATION RECOVERY (1973)
 HX2100
 HX2100'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2124 ***********************************************************************
 HX2124  DESIGNATION -  Q 37
 HX2124  PID         -  HX2124
 HX2124  STATE/COUNTY-  WV/KANAWHA
 HX2124  USGS QUAD   -  ALUM CREEK (1971)
 HX2124
 HX2124                         *CURRENT SURVEY CONTROL
 HX2124  ___________________________________________________________________
 HX2124* NAD 83(1986)-  38 22 24.     (N)    081 49 38.     (W)     SCALED    
 HX2124* NAVD 88     -       184.396  (meters)     604.97   (feet)  ADJUSTED  
 HX2124  ___________________________________________________________________
 HX2124  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HX2124  DYNAMIC HT  -         184.268 (meters)     604.55  (feet)  COMP
 HX2124  MODELED GRAV-     979,932.6   (mgal)                       NAVD 88
 HX2124
 HX2124  VERT ORDER  -  SECOND    CLASS 0
 HX2124
 HX2124.The horizontal coordinates were scaled from a topographic map and have
 HX2124.an estimated accuracy of +/- 6 seconds.
 HX2124
 HX2124.The orthometric height was determined by differential leveling
 HX2124.and adjusted by the National Geodetic Survey in June 1991..
 HX2124
 HX2124.The geoid height was determined by GEOID03.
 HX2124
 HX2124.The dynamic height is computed by dividing the NAVD 88
 HX2124.geopotential number by the normal gravity value computed on the
 HX2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2124.degrees latitude (g = 980.6199 gals.).
 HX2124
 HX2124.The modeled gravity was interpolated from observed gravity values.
 HX2124
 HX2124;                    North         East    Units  Estimated Accuracy
 HX2124;SPC WV S     -   152,750.      527,720.      MT  (+/- 180 meters Scaled)
 HX2124
 HX2124                          SUPERSEDED SURVEY CONTROL
 HX2124
 HX2124  NGVD 29 (??/??/92)  184.596  (m)          605.63   (f) ADJ UNCH    2 0
 HX2124
 HX2124.Superseded values are not recommended for survey control.
 HX2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2124.See file dsdata.txt to determine how the superseded data were derived.
 HX2124
 HX2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC277475(NAD 83)
 HX2124_MARKER: DB = BENCH MARK DISK
 HX2124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2124_SP_SET: TUNNEL
 HX2124_STAMPING: Q 37 1935
 HX2124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2124
 HX2124  HISTORY     - Date     Condition        Report By
 HX2124  HISTORY     - 1935     MONUMENTED       CGS
 HX2124
 HX2124                          STATION DESCRIPTION
 HX2124
 HX2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2124'1.7 MI S FROM ST ALBANS.
 HX2124'1.7 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2124'STATION AT ST. ALBANS, KANAWHA COUNTY, 0.3 MILE NORTH OF MILEPOST
 HX2124'SA 2, AT ST. ALBANS TUNNEL, 10 FEET WEST OF THE WEST RAIL, IN THE
 HX2124'SOUTH FACE OF THE TUNNEL, 1 FOOT WEST OF THE EAST SIDE OF THE WALL,
 HX2124'AND ABOUT 4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 HX2124'Q 37 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0480 ***********************************************************************
 HY0480  DESIGNATION -  Q 38
 HY0480  PID         -  HY0480
 HY0480  STATE/COUNTY-  WV/CABELL
 HY0480  USGS QUAD   -  MILTON (1989)
 HY0480
 HY0480                         *CURRENT SURVEY CONTROL
 HY0480  ___________________________________________________________________
 HY0480* NAD 83(1986)-  38 25 10.     (N)    082 14 22.     (W)     SCALED    
 HY0480* NAVD 88     -       177.238  (meters)     581.49   (feet)  ADJUSTED  
 HY0480  ___________________________________________________________________
 HY0480  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HY0480  DYNAMIC HT  -         177.118 (meters)     581.09  (feet)  COMP
 HY0480  MODELED GRAV-     979,948.9   (mgal)                       NAVD 88
 HY0480
 HY0480  VERT ORDER  -  SECOND    CLASS 0
 HY0480
 HY0480.The horizontal coordinates were scaled from a topographic map and have
 HY0480.an estimated accuracy of +/- 6 seconds.
 HY0480
 HY0480.The orthometric height was determined by differential leveling
 HY0480.and adjusted by the National Geodetic Survey in June 1991..
 HY0480
 HY0480.The geoid height was determined by GEOID03.
 HY0480
 HY0480.The dynamic height is computed by dividing the NAVD 88
 HY0480.geopotential number by the normal gravity value computed on the
 HY0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0480.degrees latitude (g = 980.6199 gals.).
 HY0480
 HY0480.The modeled gravity was interpolated from observed gravity values.
 HY0480
 HY0480;                    North         East    Units  Estimated Accuracy
 HY0480;SPC WV S     -   158,270.      491,770.      MT  (+/- 180 meters Scaled)
 HY0480
 HY0480                          SUPERSEDED SURVEY CONTROL
 HY0480
 HY0480  NGVD 29 (??/??/92)  177.419  (m)          582.08   (f) ADJ UNCH    2 0
 HY0480
 HY0480.Superseded values are not recommended for survey control.
 HY0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0480.See file dsdata.txt to determine how the superseded data were derived.
 HY0480
 HY0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC918530(NAD 83)
 HY0480_MARKER: DB = BENCH MARK DISK
 HY0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0480_SP_SET: ABUTMENT
 HY0480_STAMPING: Q 38 1935
 HY0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0480
 HY0480  HISTORY     - Date     Condition        Report By
 HY0480  HISTORY     - 1935     MONUMENTED       CGS
 HY0480
 HY0480                          STATION DESCRIPTION
 HY0480
 HY0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0480'AT BLUE SULPHUR.
 HY0480'AT BLUE SULPHUR, CABELL COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 HY0480'100 YARDS EAST OF THE STATION, 60 YARDS EAST OF SIGNAL 492.6,
 HY0480'AT BRIDGE 492.6, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT,
 HY0480'11 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET LOWER THAN THE
 HY0480'TRACK.  A STANDARD DISK, STAMPED Q 38 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2159 ***********************************************************************
 HX2159  DESIGNATION -  Q 39
 HX2159  PID         -  HX2159
 HX2159  STATE/COUNTY-  WV/BOONE
 HX2159  USGS QUAD   -  RACINE (1976)
 HX2159
 HX2159                         *CURRENT SURVEY CONTROL
 HX2159  ___________________________________________________________________
 HX2159* NAD 83(1986)-  38 08 27.     (N)    081 39 44.     (W)     SCALED    
 HX2159* NAVD 88     -       208.193  (meters)     683.05   (feet)  ADJUSTED  
 HX2159  ___________________________________________________________________
 HX2159  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HX2159  DYNAMIC HT  -         208.041 (meters)     682.55  (feet)  COMP
 HX2159  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 HX2159
 HX2159  VERT ORDER  -  SECOND    CLASS 0
 HX2159
 HX2159.The horizontal coordinates were scaled from a topographic map and have
 HX2159.an estimated accuracy of +/- 6 seconds.
 HX2159
 HX2159.The orthometric height was determined by differential leveling
 HX2159.and adjusted by the National Geodetic Survey in June 1991..
 HX2159
 HX2159.The geoid height was determined by GEOID03.
 HX2159
 HX2159.The dynamic height is computed by dividing the NAVD 88
 HX2159.geopotential number by the normal gravity value computed on the
 HX2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2159.degrees latitude (g = 980.6199 gals.).
 HX2159
 HX2159.The modeled gravity was interpolated from observed gravity values.
 HX2159
 HX2159;                    North         East    Units  Estimated Accuracy
 HX2159;SPC WV S     -   126,830.      541,950.      MT  (+/- 180 meters Scaled)
 HX2159
 HX2159                          SUPERSEDED SURVEY CONTROL
 HX2159
 HX2159  NGVD 29 (??/??/92)  208.403  (m)          683.74   (f) ADJ UNCH    2 0
 HX2159
 HX2159.Superseded values are not recommended for survey control.
 HX2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2159.See file dsdata.txt to determine how the superseded data were derived.
 HX2159
 HX2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC419216(NAD 83)
 HX2159_MARKER: DB = BENCH MARK DISK
 HX2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2159_STAMPING: Q 39 1935
 HX2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2159+STABILITY: SURFACE MOTION
 HX2159
 HX2159  HISTORY     - Date     Condition        Report By
 HX2159  HISTORY     - 1935     MONUMENTED       CGS
 HX2159  HISTORY     - 1958     GOOD             NGS
 HX2159  HISTORY     - 1973     GOOD             LOCENG
 HX2159
 HX2159                          STATION DESCRIPTION
 HX2159
 HX2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2159'AT RACINE.
 HX2159'AT RACINE, 72 YARDS WEST OF THE CROSSING OF A ROAD LEADING NORTH
 HX2159'ACROSS A BRIDGE OVER COAL RIVER, 29 FEET NORTHWEST OF THE NORTHWEST
 HX2159'RAIL OF THE MAIN TRACK AND ON THE OUTSIDE OF A CURVE, 16 FEET
 HX2159'SOUTHEAST OF THE CENTER LINE OF ROAD PARALLEL TO TRACK, 4.9 FEET
 HX2159'WEST OF THE FIRST TELEPHONE POLE WEST OF FLAG STATION, 32 1/2
 HX2159'FEET WEST OF THE NORTHWEST CORNER OF THE FLAG STATION, ABOUT 6 1/2
 HX2159'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 HX2159'POST PROJECTING 4 INCHES.
 HX2159
 HX2159                          STATION RECOVERY (1973)
 HX2159
 HX2159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1055 ***********************************************************************
 GX1055  DESIGNATION -  Q 40
 GX1055  PID         -  GX1055
 GX1055  STATE/COUNTY-  WV/RALEIGH
 GX1055  USGS QUAD   -  ARNETT (1989)
 GX1055
 GX1055                         *CURRENT SURVEY CONTROL
 GX1055  ___________________________________________________________________
 GX1055* NAD 83(1986)-  37 50 14.     (N)    081 26 28.     (W)     SCALED    
 GX1055* NAVD 88     -       448.461  (meters)    1471.33   (feet)  ADJUSTED  
 GX1055  ___________________________________________________________________
 GX1055  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX1055  DYNAMIC HT  -         448.112 (meters)    1470.18  (feet)  COMP
 GX1055  MODELED GRAV-     979,839.4   (mgal)                       NAVD 88
 GX1055
 GX1055  VERT ORDER  -  SECOND    CLASS 0
 GX1055
 GX1055.The horizontal coordinates were scaled from a topographic map and have
 GX1055.an estimated accuracy of +/- 6 seconds.
 GX1055
 GX1055.The orthometric height was determined by differential leveling
 GX1055.and adjusted by the National Geodetic Survey in June 1991..
 GX1055
 GX1055.The geoid height was determined by GEOID03.
 GX1055
 GX1055.The dynamic height is computed by dividing the NAVD 88
 GX1055.geopotential number by the normal gravity value computed on the
 GX1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1055.degrees latitude (g = 980.6199 gals.).
 GX1055
 GX1055.The modeled gravity was interpolated from observed gravity values.
 GX1055
 GX1055;                    North         East    Units  Estimated Accuracy
 GX1055;SPC WV S     -    93,010.      561,170.      MT  (+/- 180 meters Scaled)
 GX1055
 GX1055                          SUPERSEDED SURVEY CONTROL
 GX1055
 GX1055  NGVD 29 (??/??/92)  448.640  (m)         1471.91   (f) ADJ UNCH    2 0
 GX1055
 GX1055.Superseded values are not recommended for survey control.
 GX1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1055.See file dsdata.txt to determine how the superseded data were derived.
 GX1055
 GX1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB611878(NAD 83)
 GX1055_MARKER: DB = BENCH MARK DISK
 GX1055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1055_SP_SET: CULVERT
 GX1055_STAMPING: Q 40 1935
 GX1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1055
 GX1055  HISTORY     - Date     Condition        Report By
 GX1055  HISTORY     - 1935     MONUMENTED       CGS
 GX1055  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 GX1055
 GX1055                          STATION DESCRIPTION
 GX1055
 GX1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1055'1 MI N FROM ARNETT.
 GX1055'1.0 MILE NORTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 GX1055'ARNETT, AT THE HARRIETT DANIEL PROPERTY, 50 YARDS WEST OF A LANE,
 GX1055'AT A CONCRETE CULVERT, 15 FEET NORTH OF THE CENTERLINE OF THE
 GX1055'HIGHWAY, IN THE TOP OF THE NORTH HEADWALL, AND ABOUT LEVEL WITH
 GX1055'THE HIGHWAY.  A STANDARD DISK, STAMPED Q 40 1935.
 GX1055
 GX1055                          STATION RECOVERY (1973)
 GX1055
 GX1055'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1167 ***********************************************************************
 GX1167  DESIGNATION -  Q 43
 GX1167  PID         -  GX1167
 GX1167  STATE/COUNTY-  WV/RALEIGH
 GX1167  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1167
 GX1167                         *CURRENT SURVEY CONTROL
 GX1167  ___________________________________________________________________
 GX1167* NAD 83(1986)-  37 43 11.     (N)    081 13 16.     (W)     SCALED    
 GX1167* NAVD 88     -       692.400  (meters)    2271.65   (feet)  ADJUSTED  
 GX1167  ___________________________________________________________________
 GX1167  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1167  DYNAMIC HT  -         691.820 (meters)    2269.75  (feet)  COMP
 GX1167  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 GX1167
 GX1167  VERT ORDER  -  SECOND    CLASS 0
 GX1167
 GX1167.The horizontal coordinates were scaled from a topographic map and have
 GX1167.an estimated accuracy of +/- 6 seconds.
 GX1167
 GX1167.The orthometric height was determined by differential leveling
 GX1167.and adjusted by the National Geodetic Survey in June 1991..
 GX1167
 GX1167.The geoid height was determined by GEOID03.
 GX1167
 GX1167.The dynamic height is computed by dividing the NAVD 88
 GX1167.geopotential number by the normal gravity value computed on the
 GX1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1167.degrees latitude (g = 980.6199 gals.).
 GX1167
 GX1167.The modeled gravity was interpolated from observed gravity values.
 GX1167
 GX1167;                    North         East    Units  Estimated Accuracy
 GX1167;SPC WV S     -    79,900.      580,510.      MT  (+/- 180 meters Scaled)
 GX1167
 GX1167                          SUPERSEDED SURVEY CONTROL
 GX1167
 GX1167  NGVD 29 (??/??/92)  692.539  (m)         2272.11   (f) ADJ UNCH    2 0
 GX1167
 GX1167.Superseded values are not recommended for survey control.
 GX1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1167.See file dsdata.txt to determine how the superseded data were derived.
 GX1167
 GX1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB805747(NAD 83)
 GX1167_MARKER: DB = BENCH MARK DISK
 GX1167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1167_SP_SET: BUILDING
 GX1167_STAMPING: Q 43 1935
 GX1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1167
 GX1167  HISTORY     - Date     Condition        Report By
 GX1167  HISTORY     - 1935     MONUMENTED       CGS
 GX1167  HISTORY     - 1960     GOOD             NGS
 GX1167
 GX1167                          STATION DESCRIPTION
 GX1167
 GX1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1167'AT PEMBERTON.
 GX1167'AT PEMBERTON, ALONG THE VIRGINIAN RAILWAY, SET VERTICALLY IN THE
 GX1167'SOUTH FACE OF A CONCRETE BLOCK BUILDING, 130 1/2 FEET NORTHWEST
 GX1167'AND ACROSS A BLACK TOP ROAD FROM THE RAILROAD STATION, 21 FEET
 GX1167'NORTH OF CENTER LINE OF BLACK TOP ROAD, 3 FEET EAST OF SOUTHWEST
 GX1167'CORNER OF BUILDING AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2191 ***********************************************************************
 GX2191  DESIGNATION -  Q 44
 GX2191  PID         -  GX2191
 GX2191  STATE/COUNTY-  WV/WYOMING
 GX2191  USGS QUAD   -  MATHENY (1976)
 GX2191
 GX2191                         *CURRENT SURVEY CONTROL
 GX2191  ___________________________________________________________________
 GX2191* NAD 83(1986)-  37 39 57.     (N)    081 34 26.     (W)     SCALED    
 GX2191* NAVD 88     -       415.537  (meters)    1363.31   (feet)  ADJUSTED  
 GX2191  ___________________________________________________________________
 GX2191  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX2191  DYNAMIC HT  -         415.205 (meters)    1362.22  (feet)  COMP
 GX2191  MODELED GRAV-     979,818.5   (mgal)                       NAVD 88
 GX2191
 GX2191  VERT ORDER  -  SECOND    CLASS 0
 GX2191
 GX2191.The horizontal coordinates were scaled from a topographic map and have
 GX2191.an estimated accuracy of +/- 6 seconds.
 GX2191
 GX2191.The orthometric height was determined by differential leveling
 GX2191.and adjusted by the National Geodetic Survey in June 1991..
 GX2191
 GX2191.The geoid height was determined by GEOID03.
 GX2191
 GX2191.The dynamic height is computed by dividing the NAVD 88
 GX2191.geopotential number by the normal gravity value computed on the
 GX2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2191.degrees latitude (g = 980.6199 gals.).
 GX2191
 GX2191.The modeled gravity was interpolated from observed gravity values.
 GX2191
 GX2191;                    North         East    Units  Estimated Accuracy
 GX2191;SPC WV S     -    74,060.      549,370.      MT  (+/- 180 meters Scaled)
 GX2191
 GX2191                          SUPERSEDED SURVEY CONTROL
 GX2191
 GX2191  NGVD 29 (??/??/92)  415.701  (m)         1363.85   (f) ADJ UNCH    2 0
 GX2191
 GX2191.Superseded values are not recommended for survey control.
 GX2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2191.See file dsdata.txt to determine how the superseded data were derived.
 GX2191
 GX2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB493688(NAD 83)
 GX2191_MARKER: DB = BENCH MARK DISK
 GX2191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2191_SP_SET: BRIDGE
 GX2191_STAMPING: Q 44 1935
 GX2191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX2191+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003
 GX2191
 GX2191  HISTORY     - Date     Condition        Report By
 GX2191  HISTORY     - 1935     MONUMENTED       CGS
 GX2191  HISTORY     - 1958     GOOD             NGS
 GX2191  HISTORY     - 1963     GOOD             AEROS
 GX2191  HISTORY     - 1980     GOOD             LOCSUR
 GX2191  HISTORY     - 20030202 GOOD             INDIV
 GX2191
 GX2191                          STATION DESCRIPTION
 GX2191
 GX2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2191'AT JESSE.
 GX2191'AT JESSE, ALONG STATE HIGHWAY 10, IN TOP OF THE WING WALL
 GX2191'AT THE WEST CORNER OF A 90-FOOT CONCRETE BRIDGE OVER LAUREL
 GX2191'FORK, 14 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 GX2191'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GX2191
 GX2191                          STATION RECOVERY (1963)
 GX2191
 GX2191'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2191'RECOVERED IN GOOD CONDITION.
 GX2191
 GX2191                          STATION RECOVERY (1980)
 GX2191
 GX2191'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX2191'RECOVERED IN GOOD CONDITION.
 GX2191
 GX2191                          STATION RECOVERY (2003)
 GX2191
 GX2191'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2223 ***********************************************************************
 GX2223  DESIGNATION -  Q 45
 GX2223  PID         -  GX2223
 GX2223  STATE/COUNTY-  WV/LOGAN
 GX2223  USGS QUAD   -  LOGAN (1989)
 GX2223
 GX2223                         *CURRENT SURVEY CONTROL
 GX2223  ___________________________________________________________________
 GX2223* NAD 83(1986)-  37 47 17.     (N)    081 56 29.     (W)     SCALED    
 GX2223* NAVD 88     -       219.164  (meters)     719.04   (feet)  ADJUSTED  
 GX2223  ___________________________________________________________________
 GX2223  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GX2223  DYNAMIC HT  -         219.002 (meters)     718.51  (feet)  COMP
 GX2223  MODELED GRAV-     979,887.6   (mgal)                       NAVD 88
 GX2223
 GX2223  VERT ORDER  -  SECOND    CLASS 0
 GX2223
 GX2223.The horizontal coordinates were scaled from a topographic map and have
 GX2223.an estimated accuracy of +/- 6 seconds.
 GX2223
 GX2223.The orthometric height was determined by differential leveling
 GX2223.and adjusted by the National Geodetic Survey in June 1991..
 GX2223
 GX2223.The geoid height was determined by GEOID03.
 GX2223
 GX2223.The dynamic height is computed by dividing the NAVD 88
 GX2223.geopotential number by the normal gravity value computed on the
 GX2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2223.degrees latitude (g = 980.6199 gals.).
 GX2223
 GX2223.The modeled gravity was interpolated from observed gravity values.
 GX2223
 GX2223;                    North         East    Units  Estimated Accuracy
 GX2223;SPC WV S     -    87,890.      517,080.      MT  (+/- 180 meters Scaled)
 GX2223
 GX2223                          SUPERSEDED SURVEY CONTROL
 GX2223
 GX2223  NGVD 29 (??/??/92)  219.380  (m)          719.75   (f) ADJ UNCH    2 0
 GX2223
 GX2223.Superseded values are not recommended for survey control.
 GX2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2223.See file dsdata.txt to determine how the superseded data were derived.
 GX2223
 GX2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB171827(NAD 83)
 GX2223_MARKER: DB = BENCH MARK DISK
 GX2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2223_STAMPING: Q 45 1935
 GX2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2223+STABILITY: SURFACE MOTION
 GX2223
 GX2223  HISTORY     - Date     Condition        Report By
 GX2223  HISTORY     - 1935     MONUMENTED       CGS
 GX2223
 GX2223                          STATION DESCRIPTION
 GX2223
 GX2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2223'2.2 MI NW FROM EARLING.
 GX2223'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 GX2223'AT EARLING, LOGAN COUNTY, 36 FEET EAST OF THE CENTERLINE OF THE
 GX2223'HIGHWAY, AT THE JAMES AVES BRICK RESIDENCE, ACROSS THE HIGHWAY
 GX2223'FROM AND IN LINE WITH THE SOUTH SIDE OF THE HOUSE, AND LEVEL WITH
 GX2223'THE HIGHWAY.  A STANDARD DISK, STAMPED Q 45 1935 AND SET IN THE
 GX2223'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0051 ***********************************************************************
 GY0051  DESIGNATION -  Q 46
 GY0051  PID         -  GY0051
 GY0051  STATE/COUNTY-  WV/MINGO
 GY0051  USGS QUAD   -  NAUGATUCK (1975)
 GY0051
 GY0051                         *CURRENT SURVEY CONTROL
 GY0051  ___________________________________________________________________
 GY0051* NAD 83(1986)-  37 47 31.     (N)    082 20 56.     (W)     SCALED    
 GY0051* NAVD 88     -       194.215  (meters)     637.19   (feet)  ADJUSTED  
 GY0051  ___________________________________________________________________
 GY0051  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GY0051  DYNAMIC HT  -         194.073 (meters)     636.72  (feet)  COMP
 GY0051  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 GY0051
 GY0051  VERT ORDER  -  SECOND    CLASS 0
 GY0051
 GY0051.The horizontal coordinates were scaled from a topographic map and have
 GY0051.an estimated accuracy of +/- 6 seconds.
 GY0051
 GY0051.The orthometric height was determined by differential leveling
 GY0051.and adjusted by the National Geodetic Survey in June 1991..
 GY0051
 GY0051.The geoid height was determined by GEOID03.
 GY0051
 GY0051.The dynamic height is computed by dividing the NAVD 88
 GY0051.geopotential number by the normal gravity value computed on the
 GY0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0051.degrees latitude (g = 980.6199 gals.).
 GY0051
 GY0051.The modeled gravity was interpolated from observed gravity values.
 GY0051
 GY0051;                    North         East    Units  Estimated Accuracy
 GY0051;SPC WV S     -    88,760.      481,200.      MT  (+/- 180 meters Scaled)
 GY0051
 GY0051                          SUPERSEDED SURVEY CONTROL
 GY0051
 GY0051  NGVD 29 (??/??/92)  194.434  (m)          637.91   (f) ADJ UNCH    2 0
 GY0051
 GY0051.Superseded values are not recommended for survey control.
 GY0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0051.See file dsdata.txt to determine how the superseded data were derived.
 GY0051
 GY0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB812835(NAD 83)
 GY0051_MARKER: DB = BENCH MARK DISK
 GY0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0051_SP_SET: FOUNDATION
 GY0051_STAMPING: Q 46 1935
 GY0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0051
 GY0051  HISTORY     - Date     Condition        Report By
 GY0051  HISTORY     - 1935     MONUMENTED       CGS
 GY0051  HISTORY     - 1957     GOOD             NGS
 GY0051
 GY0051                          STATION DESCRIPTION
 GY0051
 GY0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0051'AT NAUGATUCK.
 GY0051'AT NAUGATUCK, ABOUT 0.15 MILE NORTH ALONG THE NORFOLK AND
 GY0051'WESTERN RAILWAY FROM THE RAILWAY BRIDGE OVER PIGEON CREEK,
 GY0051'LOCATED IN EAST POINT OF TRIANGLE FORMED BY JUNCTION OF MAIN LINE
 GY0051'TRACK AND LENORE BRANCH LINE, SET IN THE TOP OF THE CONCRETE
 GY0051'FOUNDATION OF SOUTHWEST LEG OF A LARGE WATER TOWER, 14 FEET
 GY0051'NORTHWEST OF NORTHWEST RAIL OF MAIN LINE TRACK, 162 FEET WEST OF
 GY0051'FROG POINT OF JUNCTION AND ABOUT 2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0134 ***********************************************************************
 GY0134  DESIGNATION -  Q 47
 GY0134  PID         -  GY0134
 GY0134  STATE/COUNTY-  WV/MINGO
 GY0134  USGS QUAD   -  MAJESTIC (1977)
 GY0134
 GY0134                         *CURRENT SURVEY CONTROL
 GY0134  ___________________________________________________________________
 GY0134* NAD 83(1986)-  37 32 50.     (N)    082 03 54.     (W)     SCALED    
 GY0134* NAVD 88     -       231.125  (meters)     758.28   (feet)  ADJUSTED  
 GY0134  ___________________________________________________________________
 GY0134  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GY0134  DYNAMIC HT  -         230.947 (meters)     757.70  (feet)  COMP
 GY0134  MODELED GRAV-     979,853.4   (mgal)                       NAVD 88
 GY0134
 GY0134  VERT ORDER  -  SECOND    CLASS 0
 GY0134
 GY0134.The horizontal coordinates were scaled from a topographic map and have
 GY0134.an estimated accuracy of +/- 6 seconds.
 GY0134
 GY0134.The orthometric height was determined by differential leveling
 GY0134.and adjusted by the National Geodetic Survey in June 1991..
 GY0134
 GY0134.The geoid height was determined by GEOID03.
 GY0134
 GY0134.The dynamic height is computed by dividing the NAVD 88
 GY0134.geopotential number by the normal gravity value computed on the
 GY0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0134.degrees latitude (g = 980.6199 gals.).
 GY0134
 GY0134.The modeled gravity was interpolated from observed gravity values.
 GY0134
 GY0134;                    North         East    Units  Estimated Accuracy
 GY0134;SPC WV S     -    61,280.      505,890.      MT  (+/- 180 meters Scaled)
 GY0134
 GY0134                          SUPERSEDED SURVEY CONTROL
 GY0134
 GY0134  NGVD 29 (??/??/92)  231.337  (m)          758.98   (f) ADJ UNCH    2 0
 GY0134
 GY0134.Superseded values are not recommended for survey control.
 GY0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0134.See file dsdata.txt to determine how the superseded data were derived.
 GY0134
 GY0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB059561(NAD 83)
 GY0134_MARKER: DB = BENCH MARK DISK
 GY0134_SETTING: 66 = SET IN ROCK OUTCROP
 GY0134_SP_SET: ROCK LEDGE
 GY0134_STAMPING: Q 47 1935
 GY0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0134+STABILITY: POSITION/ELEVATION WELL
 GY0134
 GY0134  HISTORY     - Date     Condition        Report By
 GY0134  HISTORY     - 1935     MONUMENTED       CGS
 GY0134  HISTORY     - 1957     GOOD             NGS
 GY0134
 GY0134                          STATION DESCRIPTION
 GY0134
 GY0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0134'0.7 MI NW FROM DEVON.
 GY0134'ABOUT 0.7 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0134'FROM THE STATION AT DEVON, ABOUT 12 RAILS NORTHWEST OF
 GY0134'NORTHWEST END OF RAILWAY BRIDGE NO. 924 OVER BEECH CREEK AND
 GY0134'BEECH CREEK ROAD, ABOUT 42 YARDS SOUTHEAST OF A SWITCH STAND,
 GY0134'SET IN THE TOP OF A NARROW LEDGE OF THE SOUTHWEST FACE OF A ROCK
 GY0134'CUT, 9 FEET NORTHEAST OF NORTHEAST RAIL OF NORTHEAST TRACK,
 GY0134'20 1/2 FEET NORTHWEST OF CENTER OF A 30-INCH PIPE CULVERT WITH
 GY0134'CONCRETE HEAD WALLS AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1285 ***********************************************************************
 GX1285  DESIGNATION -  Q 49
 GX1285  PID         -  GX1285
 GX1285  STATE/COUNTY-  WV/MCDOWELL
 GX1285  USGS QUAD   -  KEYSTONE (1976)
 GX1285
 GX1285                         *CURRENT SURVEY CONTROL
 GX1285  ___________________________________________________________________
 GX1285* NAD 83(1986)-  37 24 56.     (N)    081 26 42.     (W)     SCALED    
 GX1285* NAVD 88     -       506.323  (meters)    1661.16   (feet)  ADJUSTED  
 GX1285  ___________________________________________________________________
 GX1285  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX1285  DYNAMIC HT  -         505.893 (meters)    1659.75  (feet)  COMP
 GX1285  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 GX1285
 GX1285  VERT ORDER  -  SECOND    CLASS 0
 GX1285
 GX1285.The horizontal coordinates were scaled from a topographic map and have
 GX1285.an estimated accuracy of +/- 6 seconds.
 GX1285
 GX1285.The orthometric height was determined by differential leveling
 GX1285.and adjusted by the National Geodetic Survey in June 1991..
 GX1285
 GX1285.The geoid height was determined by GEOID03.
 GX1285
 GX1285.The dynamic height is computed by dividing the NAVD 88
 GX1285.geopotential number by the normal gravity value computed on the
 GX1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1285.degrees latitude (g = 980.6199 gals.).
 GX1285
 GX1285.The modeled gravity was interpolated from observed gravity values.
 GX1285
 GX1285;                    North         East    Units  Estimated Accuracy
 GX1285;SPC WV S     -    46,220.      560,610.      MT  (+/- 180 meters Scaled)
 GX1285
 GX1285                          SUPERSEDED SURVEY CONTROL
 GX1285
 GX1285  NGVD 29 (??/??/92)  506.468  (m)         1661.64   (f) ADJ UNCH    2 0
 GX1285
 GX1285.Superseded values are not recommended for survey control.
 GX1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1285.See file dsdata.txt to determine how the superseded data were derived.
 GX1285
 GX1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB606410(NAD 83)
 GX1285_MARKER: DB = BENCH MARK DISK
 GX1285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1285_SP_SET: BRIDGE
 GX1285_STAMPING: Q 49 1935
 GX1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX1285+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2002
 GX1285
 GX1285  HISTORY     - Date     Condition        Report By
 GX1285  HISTORY     - 1935     MONUMENTED       CGS
 GX1285  HISTORY     - 20021210 GOOD             GREOMA
 GX1285
 GX1285                          STATION DESCRIPTION
 GX1285
 GX1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1285'AT KEYSTONE.
 GX1285'AT KEYSTONE, MCDOWELL COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GX1285'0.4 MILE SOUTHEAST OF THE STATION, 3 RAILS EAST OF MILEPOST N 387,
 GX1285'5 FEET EAST OF CATENARY BRIDGE 386-54, 20 YARDS NORTH OF THE
 GX1285'CENTERLINE OF U.S. HIGHWAY 52, IN THE WEST ABUTMENT OF BRIDGE 879,
 GX1285'9.2 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE RAIL.  A
 GX1285'STANDARD DISK, STAMPED Q 49 1935.
 GX1285
 GX1285                          STATION RECOVERY (2002)
 GX1285
 GX1285'RECOVERY NOTE BY GREENHORNE-OMARA 2002 (TDT)
 GX1285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2273 ***********************************************************************
 HX2273  DESIGNATION -  Q 5
 HX2273  PID         -  HX2273
 HX2273  STATE/COUNTY-  WV/PUTNAM
 HX2273  USGS QUAD   -  BANCROFT (1975)
 HX2273
 HX2273                         *CURRENT SURVEY CONTROL
 HX2273  ___________________________________________________________________
 HX2273* NAD 83(1986)-  38 31 33.     (N)    081 51 21.     (W)     SCALED    
 HX2273* NAVD 88     -       177.886  (meters)     583.61   (feet)  ADJUSTED  
 HX2273  ___________________________________________________________________
 HX2273  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HX2273  DYNAMIC HT  -         177.765 (meters)     583.22  (feet)  COMP
 HX2273  MODELED GRAV-     979,942.4   (mgal)                       NAVD 88
 HX2273
 HX2273  VERT ORDER  -  FIRST     CLASS II
 HX2273
 HX2273.The horizontal coordinates were scaled from a topographic map and have
 HX2273.an estimated accuracy of +/- 6 seconds.
 HX2273
 HX2273.The orthometric height was determined by differential leveling
 HX2273.and adjusted by the National Geodetic Survey in June 1991..
 HX2273
 HX2273.The geoid height was determined by GEOID03.
 HX2273
 HX2273.The dynamic height is computed by dividing the NAVD 88
 HX2273.geopotential number by the normal gravity value computed on the
 HX2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2273.degrees latitude (g = 980.6199 gals.).
 HX2273
 HX2273.The modeled gravity was interpolated from observed gravity values.
 HX2273
 HX2273;                    North         East    Units  Estimated Accuracy
 HX2273;SPC WV S     -   169,700.      525,380.      MT  (+/- 180 meters Scaled)
 HX2273
 HX2273                          SUPERSEDED SURVEY CONTROL
 HX2273
 HX2273  NGVD 29 (??/??/92)  178.085  (m)          584.27   (f) ADJ UNCH    1 2
 HX2273
 HX2273.Superseded values are not recommended for survey control.
 HX2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2273.See file dsdata.txt to determine how the superseded data were derived.
 HX2273
 HX2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC253645(NAD 83)
 HX2273_MARKER: DB = BENCH MARK DISK
 HX2273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2273_SP_SET: CULVERT
 HX2273_STAMPING: Q 5 1933
 HX2273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2273
 HX2273  HISTORY     - Date     Condition        Report By
 HX2273  HISTORY     - 1933     MONUMENTED       CGS
 HX2273  HISTORY     - 1956     GOOD             NGS
 HX2273
 HX2273                          STATION DESCRIPTION
 HX2273
 HX2273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2273'1 MI NW FROM PLYMOUTH.
 HX2273'ABOUT 1.0 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2273'FROM ROAD CROSSING AT PLYMOUTH, 148 YARDS NORTHWEST OF MILE
 HX2273'POST COR 103, 61 FEET NORTH-NORTHEAST OF CENTER OF CROSSING OF A
 HX2273'PRIVATE ROAD LEADING SOUTHWEST TO A HOUSE, 52 FEET NORTHEAST
 HX2273'OF NORTHEAST RAIL, 17 FEET SOUTHWEST OF CENTER LINE OF U.S.
 HX2273'HIGHWAY 35, IN THE TOP OF NORTHWEST END OF SOUTHWEST HEAD WALL OF
 HX2273'AN 18-INCH PIPE CULVERT UNDER HIGHWAY 35 AND ABOUT 1 FOOT BELOW
 HX2273'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0412 ***********************************************************************
 GY0412  DESIGNATION -  Q 50
 GY0412  PID         -  GY0412
 GY0412  STATE/COUNTY-  WV/LOGAN
 GY0412  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0412
 GY0412                         *CURRENT SURVEY CONTROL
 GY0412  ___________________________________________________________________
 GY0412* NAD 83(1986)-  37 58 54.     (N)    082 02 02.     (W)     SCALED    
 GY0412* NAVD 88     -       195.155  (meters)     640.27   (feet)  ADJUSTED  
 GY0412  ___________________________________________________________________
 GY0412  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GY0412  DYNAMIC HT  -         195.013 (meters)     639.81  (feet)  COMP
 GY0412  MODELED GRAV-     979,900.1   (mgal)                       NAVD 88
 GY0412
 GY0412  VERT ORDER  -  SECOND    CLASS 0
 GY0412
 GY0412.The horizontal coordinates were scaled from a topographic map and have
 GY0412.an estimated accuracy of +/- 6 seconds.
 GY0412
 GY0412.The orthometric height was determined by differential leveling
 GY0412.and adjusted by the National Geodetic Survey in June 1991..
 GY0412
 GY0412.The geoid height was determined by GEOID03.
 GY0412
 GY0412.The dynamic height is computed by dividing the NAVD 88
 GY0412.geopotential number by the normal gravity value computed on the
 GY0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0412.degrees latitude (g = 980.6199 gals.).
 GY0412
 GY0412.The modeled gravity was interpolated from observed gravity values.
 GY0412
 GY0412;                    North         East    Units  Estimated Accuracy
 GY0412;SPC WV S     -   109,460.      509,180.      MT  (+/- 180 meters Scaled)
 GY0412
 GY0412                          SUPERSEDED SURVEY CONTROL
 GY0412
 GY0412  NGVD 29 (??/??/92)  195.366  (m)          640.96   (f) ADJ UNCH    2 0
 GY0412
 GY0412.Superseded values are not recommended for survey control.
 GY0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0412.See file dsdata.txt to determine how the superseded data were derived.
 GY0412
 GY0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC092042(NAD 83)
 GY0412_MARKER: DB = BENCH MARK DISK
 GY0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0412_STAMPING: Q 50 1935
 GY0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0412+STABILITY: SURFACE MOTION
 GY0412
 GY0412  HISTORY     - Date     Condition        Report By
 GY0412  HISTORY     - 1935     MONUMENTED       CGS
 GY0412  HISTORY     - 1957     GOOD             NGS
 GY0412
 GY0412                          STATION DESCRIPTION
 GY0412
 GY0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0412'1.9 MI S FROM BIG CREEK.
 GY0412'ABOUT 1.9 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GY0412'FROM THE STATION AT BIG CREEK, ABOUT 191 YARDS SOUTHWEST OF
 GY0412'MILE POST 52, 28 YARDS NORTHEAST OF CENTER OF A FOOT PATH
 GY0412'CROSSING TRACK AND LEADING TO A HOUSE, 45.8 FEET SOUTHEAST OF
 GY0412'SOUTHEAST RAIL OF SOUTHEAST MAIN TRACK, 27 FEET NORTHWEST OF
 GY0412'CENTER LINE OF STATE HIGHWAY 10, 157 FEET SOUTH AND ACROSS
 GY0412'TRACKS FROM SOUTH CORNER OF CONCRETE BASE OF SIGNAL NO. 521,
 GY0412'135 FEET WEST AND ACROSS HIGHWAY FROM A POWER POLE, 101 FEET
 GY0412'SOUTHEAST AND AT ABOUT RIGHT ANGLE ACROSS TRACK FROM POWER POLE,
 GY0412'101 FEET SOUTHEAST AND AT ABOUT RIGHT ANGLE ACROSS TRACK FROM
 GY0412'POWER POLE NO. 588-B 18, 1 1/2 FEET SOUTHWEST OF A CONCRETE
 GY0412'WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE
 GY0412'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0491 ***********************************************************************
 HY0491  DESIGNATION -  Q 50 X
 HY0491  PID         -  HY0491
 HY0491  STATE/COUNTY-  WV/LOGAN
 HY0491  USGS QUAD   -  BIG CREEK (1962)
 HY0491
 HY0491                         *CURRENT SURVEY CONTROL
 HY0491  ___________________________________________________________________
 HY0491* NAD 83(1986)-  38 00 07.     (N)    082 02 24.     (W)     SCALED    
 HY0491* NAVD 88     -       192.901  (meters)     632.88   (feet)  ADJUSTED  
 HY0491  ___________________________________________________________________
 HY0491  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HY0491  DYNAMIC HT  -         192.760 (meters)     632.41  (feet)  COMP
 HY0491  MODELED GRAV-     979,898.4   (mgal)                       NAVD 88
 HY0491
 HY0491  VERT ORDER  -  SECOND    CLASS 0
 HY0491
 HY0491.The horizontal coordinates were scaled from a topographic map and have
 HY0491.an estimated accuracy of +/- 6 seconds.
 HY0491
 HY0491.The orthometric height was determined by differential leveling
 HY0491.and adjusted by the National Geodetic Survey in June 1991..
 HY0491
 HY0491.The geoid height was determined by GEOID03.
 HY0491
 HY0491.The dynamic height is computed by dividing the NAVD 88
 HY0491.geopotential number by the normal gravity value computed on the
 HY0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0491.degrees latitude (g = 980.6199 gals.).
 HY0491
 HY0491.The modeled gravity was interpolated from observed gravity values.
 HY0491
 HY0491;                    North         East    Units  Estimated Accuracy
 HY0491;SPC WV S     -   111,720.      508,670.      MT  (+/- 180 meters Scaled)
 HY0491
 HY0491                          SUPERSEDED SURVEY CONTROL
 HY0491
 HY0491  NGVD 29 (??/??/92)  193.115  (m)          633.58   (f) ADJ UNCH    2 0
 HY0491
 HY0491.Superseded values are not recommended for survey control.
 HY0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0491.See file dsdata.txt to determine how the superseded data were derived.
 HY0491
 HY0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC086065(NAD 83)
 HY0491_MARKER: DB = BENCH MARK DISK
 HY0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0491_STAMPING: Q 50 X 1935
 HY0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0491+STABILITY: SURFACE MOTION
 HY0491
 HY0491  HISTORY     - Date     Condition        Report By
 HY0491  HISTORY     - 1935     MONUMENTED       CGS
 HY0491  HISTORY     - 1957     GOOD             NGS
 HY0491
 HY0491                          STATION DESCRIPTION
 HY0491
 HY0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0491'AT BIG CREEK.
 HY0491'AT BIG CREEK, ABOUT 50 YARDS SOUTH ALONG THE CHESAPEAKE AND
 HY0491'OHIO RAILWAY FROM THE STATION, 0.2 MILE SOUTH OF MILE POST 50,
 HY0491'11 FEET WEST OF WEST RAIL OF WEST TRACK, 3 FEET SOUTH OF SOUTH
 HY0491'END OF STATION PLATFORM, 1 1/2 FEET EAST OF A CONCRETE WITNESS
 HY0491'POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP
 HY0491'OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0530 ***********************************************************************
 HY0530  DESIGNATION -  Q 51
 HY0530  PID         -  HY0530
 HY0530  STATE/COUNTY-  WV/CABELL
 HY0530  USGS QUAD   -  WINSLOW (1989)
 HY0530
 HY0530                         *CURRENT SURVEY CONTROL
 HY0530  ___________________________________________________________________
 HY0530* NAD 83(1986)-  38 20 48.     (N)    082 15 44.     (W)     SCALED    
 HY0530* NAVD 88     -       175.359  (meters)     575.32   (feet)  ADJUSTED  
 HY0530  ___________________________________________________________________
 HY0530  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HY0530  DYNAMIC HT  -         175.239 (meters)     574.93  (feet)  COMP
 HY0530  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 HY0530
 HY0530  VERT ORDER  -  SECOND    CLASS 0
 HY0530
 HY0530.The horizontal coordinates were scaled from a topographic map and have
 HY0530.an estimated accuracy of +/- 6 seconds.
 HY0530
 HY0530.The orthometric height was determined by differential leveling
 HY0530.and adjusted by the National Geodetic Survey in June 1991..
 HY0530
 HY0530.The geoid height was determined by GEOID03.
 HY0530
 HY0530.The dynamic height is computed by dividing the NAVD 88
 HY0530.geopotential number by the normal gravity value computed on the
 HY0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0530.degrees latitude (g = 980.6199 gals.).
 HY0530
 HY0530.The modeled gravity was interpolated from observed gravity values.
 HY0530
 HY0530;                    North         East    Units  Estimated Accuracy
 HY0530;SPC WV S     -   150,220.      489,670.      MT  (+/- 180 meters Scaled)
 HY0530
 HY0530                          SUPERSEDED SURVEY CONTROL
 HY0530
 HY0530  NGVD 29 (??/??/92)  175.550  (m)          575.95   (f) ADJ UNCH    2 0
 HY0530
 HY0530.Superseded values are not recommended for survey control.
 HY0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0530.See file dsdata.txt to determine how the superseded data were derived.
 HY0530
 HY0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC897450(NAD 83)
 HY0530_MARKER: DB = BENCH MARK DISK
 HY0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0530_STAMPING: Q 51 1935
 HY0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0530+STABILITY: SURFACE MOTION
 HY0530
 HY0530  HISTORY     - Date     Condition        Report By
 HY0530  HISTORY     - 1935     MONUMENTED       CGS
 HY0530  HISTORY     - 1956     GOOD             USGS
 HY0530
 HY0530                          STATION DESCRIPTION
 HY0530
 HY0530'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 HY0530'8 MI S FROM BARBOURSVILLE.
 HY0530'8.0 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 HY0530'STATION AT BARBOURSVILLE, CABELL COUNTY, 34 YARDS NORTHEAST
 HY0530'OF MILEPOST B 8, 31 FEET NORTH OF THE NORTH RAIL, 12.5 FEET
 HY0530'EAST OF THE CENTERLINE OF A LANE, 3 FEET SOUTH OF A FENCE
 HY0530'LINE, ABOUT 4 FEET LOWER THAN THE TRACK, AND ABOUT 6 INCHES
 HY0530'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0260 ***********************************************************************
 GY0260  DESIGNATION -  Q 52
 GY0260  PID         -  GY0260
 GY0260  STATE/COUNTY-  WV/MINGO
 GY0260  USGS QUAD   -  DELBARTON (1976)
 GY0260
 GY0260                         *CURRENT SURVEY CONTROL
 GY0260  ___________________________________________________________________
 GY0260* NAD 83(1986)-  37 42 09.     (N)    082 11 08.     (W)     SCALED    
 GY0260* NAVD 88     -       233.952  (meters)     767.56   (feet)  ADJUSTED  
 GY0260  ___________________________________________________________________
 GY0260  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GY0260  DYNAMIC HT  -         233.780 (meters)     766.99  (feet)  COMP
 GY0260  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 GY0260
 GY0260  VERT ORDER  -  SECOND    CLASS 0
 GY0260
 GY0260.The horizontal coordinates were scaled from a topographic map and have
 GY0260.an estimated accuracy of +/- 6 seconds.
 GY0260
 GY0260.The orthometric height was determined by differential leveling
 GY0260.and adjusted by the National Geodetic Survey in June 1991..
 GY0260
 GY0260.The geoid height was determined by GEOID03.
 GY0260
 GY0260.The dynamic height is computed by dividing the NAVD 88
 GY0260.geopotential number by the normal gravity value computed on the
 GY0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0260.degrees latitude (g = 980.6199 gals.).
 GY0260
 GY0260.The modeled gravity was interpolated from observed gravity values.
 GY0260
 GY0260;                    North         East    Units  Estimated Accuracy
 GY0260;SPC WV S     -    78,640.      495,460.      MT  (+/- 180 meters Scaled)
 GY0260
 GY0260                          SUPERSEDED SURVEY CONTROL
 GY0260
 GY0260  NGVD 29 (??/??/92)  234.179  (m)          768.30   (f) ADJ UNCH    2 0
 GY0260
 GY0260.Superseded values are not recommended for survey control.
 GY0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0260.See file dsdata.txt to determine how the superseded data were derived.
 GY0260
 GY0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB954734(NAD 83)
 GY0260_MARKER: DD = SURVEY DISK
 GY0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0260_STAMPING: Q 52
 GY0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0260+STABILITY: SURFACE MOTION
 GY0260
 GY0260  HISTORY     - Date     Condition        Report By
 GY0260  HISTORY     - UNK      MONUMENTED       WVGS
 GY0260  HISTORY     - 1957     GOOD             NGS
 GY0260
 GY0260                          STATION DESCRIPTION
 GY0260
 GY0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0260'4 MI NW FROM TAYLORSVILLE.
 GY0260'ABOUT 3.95 MILES NORTHWEST ALONG U.S. HIGHWAY 119 FROM THE
 GY0260'JUNCTION OF RED JACKET ROAD AT TAYLORSVILLE, 46 FEET WEST OF
 GY0260'CENTER LINE OF HIGHWAY 119, 104 FEET SOUTH-SOUTHWEST OF CENTER
 GY0260'OF JUNCTION OF STATE HIGHWAY 65 S LEADING NORTH TO BELO, 2 1/2
 GY0260'FEET EAST OF SOUTHEAST CORNER OF SALMONS STORE, ABOUT 1 1/2 FEET
 GY0260'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GY0260'PROJECTING 8 INCHES.  NOTE-- MARK IS ABOUT 0.65 MILE SOUTH ALONG
 GY0260'STATE HIGHWAY 65 S FROM BAPTIST CHURCH AT DELBARTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0999 ***********************************************************************
 JX0999  DESIGNATION -  Q 6
 JX0999  PID         -  JX0999
 JX0999  STATE/COUNTY-  WV/WIRT
 JX0999  USGS QUAD   -  ELIZABETH (1975)
 JX0999
 JX0999                         *CURRENT SURVEY CONTROL
 JX0999  ___________________________________________________________________
 JX0999* NAD 83(1986)-  39 02 23.     (N)    081 25 07.     (W)     SCALED    
 JX0999* NAVD 88     -       191.153  (meters)     627.14   (feet)  ADJUSTED  
 JX0999  ___________________________________________________________________
 JX0999  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JX0999  DYNAMIC HT  -         191.031 (meters)     626.74  (feet)  COMP
 JX0999  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 JX0999
 JX0999  VERT ORDER  -  SECOND    CLASS 0
 JX0999
 JX0999.The horizontal coordinates were scaled from a topographic map and have
 JX0999.an estimated accuracy of +/- 6 seconds.
 JX0999
 JX0999.The orthometric height was determined by differential leveling
 JX0999.and adjusted by the National Geodetic Survey in June 1991..
 JX0999
 JX0999.The geoid height was determined by GEOID03.
 JX0999
 JX0999.The dynamic height is computed by dividing the NAVD 88
 JX0999.geopotential number by the normal gravity value computed on the
 JX0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0999.degrees latitude (g = 980.6199 gals.).
 JX0999
 JX0999.The modeled gravity was interpolated from observed gravity values.
 JX0999
 JX0999;                    North         East    Units  Estimated Accuracy
 JX0999;SPC WV N     -    61,690.      433,900.      MT  (+/- 180 meters Scaled)
 JX0999
 JX0999                          SUPERSEDED SURVEY CONTROL
 JX0999
 JX0999  NGVD 29 (??/??/92)  191.326  (m)          627.71   (f) ADJ UNCH    2 0
 JX0999
 JX0999.Superseded values are not recommended for survey control.
 JX0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0999.See file dsdata.txt to determine how the superseded data were derived.
 JX0999
 JX0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD637212(NAD 83)
 JX0999_MARKER: DB = BENCH MARK DISK
 JX0999_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0999_SP_SET: CULVERT
 JX0999_STAMPING: Q 6 1933
 JX0999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0999
 JX0999  HISTORY     - Date     Condition        Report By
 JX0999  HISTORY     - 1933     MONUMENTED       CGS
 JX0999  HISTORY     - 1941     GOOD             NGS
 JX0999  HISTORY     - 1981     GOOD             LOCSUR
 JX0999
 JX0999                          STATION DESCRIPTION
 JX0999
 JX0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JX0999'1 MI N FROM PALESTINE.
 JX0999'1.0 MILE NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 JX0999'PALESTINE, WIRT COUNTY, AT THE BOTTOM OF A LONG HILL, 29.8 FEET
 JX0999'EAST OF THE CENTERLINE OF THE HIGHWAY, 4 YARDS WEST OF THE WEST
 JX0999'RAIL OF THE LITTLE KANAWNA BRANCH OF THE BALTIMORE AND OHIO
 JX0999'RAILROAD, AT A CONCRETE HIGHWAY CULVERT, IN THE TOP OF THE NORTH
 JX0999'END OF THE EAST HEADWALL, 14.0 FEET EAST OF A WHITE WOODEN
 JX0999'POST STENCILED USBM, AND 7.0 FEET LOWER THAN THE HIGHWAY.  A
 JX0999'STANDARD DISK, STAMPED Q 6 1933.
 JX0999
 JX0999                          STATION RECOVERY (1981)
 JX0999
 JX0999'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 JX0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0371 ***********************************************************************
 JW0371  DESIGNATION -  Q 60
 JW0371  PID         -  JW0371
 JW0371  STATE/COUNTY-  WV/HARDY
 JW0371  USGS QUAD   -  NEEDMORE (1970)
 JW0371
 JW0371                         *CURRENT SURVEY CONTROL
 JW0371  ___________________________________________________________________
 JW0371* NAD 83(1986)-  39 03 38.     (N)    078 48 08.     (W)     SCALED    
 JW0371* NAVD 88     -       491.751  (meters)    1613.35   (feet)  ADJUSTED  
 JW0371  ___________________________________________________________________
 JW0371  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JW0371  DYNAMIC HT  -         491.422 (meters)    1612.27  (feet)  COMP
 JW0371  MODELED GRAV-     979,943.9   (mgal)                       NAVD 88
 JW0371
 JW0371  VERT ORDER  -  SECOND    CLASS 0
 JW0371
 JW0371.The horizontal coordinates were scaled from a topographic map and have
 JW0371.an estimated accuracy of +/- 6 seconds.
 JW0371
 JW0371.The orthometric height was determined by differential leveling
 JW0371.and adjusted by the National Geodetic Survey in June 1991..
 JW0371
 JW0371.The geoid height was determined by GEOID03.
 JW0371
 JW0371.The dynamic height is computed by dividing the NAVD 88
 JW0371.geopotential number by the normal gravity value computed on the
 JW0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0371.degrees latitude (g = 980.6199 gals.).
 JW0371
 JW0371.The modeled gravity was interpolated from observed gravity values.
 JW0371
 JW0371;                    North         East    Units  Estimated Accuracy
 JW0371;SPC WV N     -    62,470.      660,390.      MT  (+/- 180 meters Scaled)
 JW0371
 JW0371                          SUPERSEDED SURVEY CONTROL
 JW0371
 JW0371  NGVD 29 (??/??/92)  491.894  (m)         1613.82   (f) ADJ UNCH    2 0
 JW0371
 JW0371.Superseded values are not recommended for survey control.
 JW0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0371.See file dsdata.txt to determine how the superseded data were derived.
 JW0371
 JW0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD901257(NAD 83)
 JW0371_MARKER: DB = BENCH MARK DISK
 JW0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0371_STAMPING: Q 60 1935
 JW0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0371+STABILITY: SURFACE MOTION
 JW0371
 JW0371  HISTORY     - Date     Condition        Report By
 JW0371  HISTORY     - 1935     MONUMENTED       CGS
 JW0371  HISTORY     - 1962     GOOD             NGS
 JW0371
 JW0371                          STATION DESCRIPTION
 JW0371
 JW0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JW0371'3.8 MI NW FROM BAKER.
 JW0371'3.8 MILES NORTHWEST ALONG FORMER STATE HIGHWAY 23 FROM THE BAKER
 JW0371'RUN BRIDGE AT BAKER, HARDY COUNTY, AT PLEASANTDALE SCHOOL, NEAR
 JW0371'THE SOUTH CORNER OF THE SCHOOLYARD, AND 45 FEET NORTHEAST OF THE
 JW0371'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 60 1935 AND
 JW0371'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK IS 4 FOOT
 JW0371'SOUTHEAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1526 ***********************************************************************
 HW1526  DESIGNATION -  Q 61
 HW1526  PID         -  HW1526
 HW1526  STATE/COUNTY-  WV/PENDLETON
 HW1526  USGS QUAD   -  FRANKLIN (1995)
 HW1526
 HW1526                         *CURRENT SURVEY CONTROL
 HW1526  ___________________________________________________________________
 HW1526* NAD 83(1986)-  38 40 09.     (N)    079 18 26.     (W)     SCALED    
 HW1526* NAVD 88     -       530.083  (meters)    1739.11   (feet)  ADJUSTED  
 HW1526  ___________________________________________________________________
 HW1526  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HW1526  DYNAMIC HT  -         529.699 (meters)    1737.85  (feet)  COMP
 HW1526  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 HW1526
 HW1526  VERT ORDER  -  SECOND    CLASS 0
 HW1526
 HW1526.The horizontal coordinates were scaled from a topographic map and have
 HW1526.an estimated accuracy of +/- 6 seconds.
 HW1526
 HW1526.The orthometric height was determined by differential leveling
 HW1526.and adjusted by the National Geodetic Survey in June 1991..
 HW1526
 HW1526.The geoid height was determined by GEOID03.
 HW1526
 HW1526.The dynamic height is computed by dividing the NAVD 88
 HW1526.geopotential number by the normal gravity value computed on the
 HW1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1526.degrees latitude (g = 980.6199 gals.).
 HW1526
 HW1526.The modeled gravity was interpolated from observed gravity values.
 HW1526
 HW1526;                    North         East    Units  Estimated Accuracy
 HW1526;SPC WV S     -   186,610.      747,310.      MT  (+/- 180 meters Scaled)
 HW1526
 HW1526                          SUPERSEDED SURVEY CONTROL
 HW1526
 HW1526  NGVD 29 (??/??/92)  530.205  (m)         1739.51   (f) ADJ UNCH    2 0
 HW1526
 HW1526.Superseded values are not recommended for survey control.
 HW1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1526.See file dsdata.txt to determine how the superseded data were derived.
 HW1526
 HW1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC472814(NAD 83)
 HW1526_MARKER: DB = BENCH MARK DISK
 HW1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1526_STAMPING: Q 61 1935
 HW1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1526+STABILITY: SURFACE MOTION
 HW1526
 HW1526  HISTORY     - Date     Condition        Report By
 HW1526  HISTORY     - 1935     MONUMENTED       CGS
 HW1526  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1526  HISTORY     - 1969     MARK NOT FOUND   USGS
 HW1526
 HW1526                          STATION DESCRIPTION
 HW1526
 HW1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1526'2.4 MI NE FROM FRANKLIN.
 HW1526'2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 33 FROM THE COUNTY
 HW1526'COURTHOUSE AT FRANKLIN, PENDLETON COUNTY, AT THE POINT WHERE A
 HW1526'CREEK RUNS NEAR TO AND PARALLEL WITH THE NORTH SIDE OF THE HIGHWAY
 HW1526'FOR ABOUT 500 FEET, 36 FEET WEST OF A SHED, 20 FEET SOUTH OF
 HW1526'THE CENTERLINE OF THE HIGHWAY, 10 FEET WEST OF THE WEST END OF A
 HW1526'GATE, 6 FEET EAST OF THE SOUTH CONCRETE HEADWALL OF A CULVERT, AND
 HW1526'1 FOOT NORTH OF A FENCE LINE.  A STANDARD DISK, STAMPED Q 61
 HW1526'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HW1526
 HW1526                          STATION RECOVERY (1969)
 HW1526
 HW1526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HW1526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1911 ***********************************************************************
 HX1911  DESIGNATION -  Q 7
 HX1911  PID         -  HX1911
 HX1911  STATE/COUNTY-  WV/KANAWHA
 HX1911  USGS QUAD   -  CLENDENIN (1976)
 HX1911
 HX1911                         *CURRENT SURVEY CONTROL
 HX1911  ___________________________________________________________________
 HX1911* NAD 83(1986)-  38 29 20.     (N)    081 20 54.     (W)     SCALED    
 HX1911* NAVD 88     -       191.616  (meters)     628.66   (feet)  ADJUSTED  
 HX1911  ___________________________________________________________________
 HX1911  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HX1911  DYNAMIC HT  -         191.485 (meters)     628.23  (feet)  COMP
 HX1911  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 HX1911
 HX1911  VERT ORDER  -  SECOND    CLASS 0
 HX1911
 HX1911.The horizontal coordinates were scaled from a topographic map and have
 HX1911.an estimated accuracy of +/- 6 seconds.
 HX1911
 HX1911.The orthometric height was determined by differential leveling
 HX1911.and adjusted by the National Geodetic Survey in June 1991..
 HX1911
 HX1911.The geoid height was determined by GEOID03.
 HX1911
 HX1911.The dynamic height is computed by dividing the NAVD 88
 HX1911.geopotential number by the normal gravity value computed on the
 HX1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1911.degrees latitude (g = 980.6199 gals.).
 HX1911
 HX1911.The modeled gravity was interpolated from observed gravity values.
 HX1911
 HX1911;                    North         East    Units  Estimated Accuracy
 HX1911;SPC WV S     -   165,310.      569,610.      MT  (+/- 180 meters Scaled)
 HX1911
 HX1911                          SUPERSEDED SURVEY CONTROL
 HX1911
 HX1911  NGVD 29 (??/??/92)  191.797  (m)          629.25   (f) ADJ UNCH    2 0
 HX1911
 HX1911.Superseded values are not recommended for survey control.
 HX1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1911.See file dsdata.txt to determine how the superseded data were derived.
 HX1911
 HX1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC696601(NAD 83)
 HX1911_MARKER: DB = BENCH MARK DISK
 HX1911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1911_SP_SET: BUILDING
 HX1911_STAMPING: Q 7 1933
 HX1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1911
 HX1911  HISTORY     - Date     Condition        Report By
 HX1911  HISTORY     - 1933     MONUMENTED       CGS
 HX1911  HISTORY     - 1948     GOOD             NGS
 HX1911
 HX1911                          STATION DESCRIPTION
 HX1911
 HX1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1911'AT CLENDENNIN.
 HX1911'AT CLENDENNIN, KANAWHA COUNTY, ABOUT 66 YARDS SOUTH OF THE SOUTH
 HX1911'END OF THE HIGHWAY BRIDGE OVER ELK RIVER, IN THE EAST FACE OF THE
 HX1911'FIRST NATIONAL BANK BUILDING, AT THE NORTHEAST CORNER, AND ABOUT
 HX1911'4 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED Q 7 1933
 HX1911'AND SET VERTICALLY.
 HX1911
 HX1911                          STATION RECOVERY (1948)
 HX1911
 HX1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 HX1911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1701 ***********************************************************************
 HX1701  DESIGNATION -  Q 76
 HX1701  PID         -  HX1701
 HX1701  STATE/COUNTY-  WV/WIRT
 HX1701  USGS QUAD   -  REEDY (1975)
 HX1701
 HX1701                         *CURRENT SURVEY CONTROL
 HX1701  ___________________________________________________________________
 HX1701* NAD 83(1986)-  38 59 54.     (N)    081 24 21.     (W)     SCALED    
 HX1701* NAVD 88     -       199.551  (meters)     654.69   (feet)  ADJUSTED  
 HX1701  ___________________________________________________________________
 HX1701  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HX1701  DYNAMIC HT  -         199.424 (meters)     654.28  (feet)  COMP
 HX1701  MODELED GRAV-     979,985.2   (mgal)                       NAVD 88
 HX1701
 HX1701  VERT ORDER  -  SECOND    CLASS 0
 HX1701
 HX1701.The horizontal coordinates were scaled from a topographic map and have
 HX1701.an estimated accuracy of +/- 6 seconds.
 HX1701
 HX1701.The orthometric height was determined by differential leveling
 HX1701.and adjusted by the National Geodetic Survey in June 1991..
 HX1701
 HX1701.The geoid height was determined by GEOID03.
 HX1701
 HX1701.The dynamic height is computed by dividing the NAVD 88
 HX1701.geopotential number by the normal gravity value computed on the
 HX1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1701.degrees latitude (g = 980.6199 gals.).
 HX1701
 HX1701.The modeled gravity was interpolated from observed gravity values.
 HX1701
 HX1701;                    North         East    Units  Estimated Accuracy
 HX1701;SPC WV N     -    57,080.      434,910.      MT  (+/- 180 meters Scaled)
 HX1701
 HX1701                          SUPERSEDED SURVEY CONTROL
 HX1701
 HX1701  NGVD 29 (??/??/92)  199.715  (m)          655.23   (f) ADJ UNCH    2 0
 HX1701
 HX1701.Superseded values are not recommended for survey control.
 HX1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1701.See file dsdata.txt to determine how the superseded data were derived.
 HX1701
 HX1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD648166(NAD 83)
 HX1701_MARKER: DB = BENCH MARK DISK
 HX1701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1701_SP_SET: CULVERT
 HX1701_STAMPING: Q 76 1941
 HX1701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1701
 HX1701  HISTORY     - Date     Condition        Report By
 HX1701  HISTORY     - 1941     MONUMENTED       CGS
 HX1701
 HX1701                          STATION DESCRIPTION
 HX1701
 HX1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HX1701'2.4 MI S FROM PALESTINE.
 HX1701'2.4 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 HX1701'PALESTINE, 0.2 MILE SOUTH OF A SIDE ROAD, JUST SOUTH OF THE TOP OF
 HX1701'A HILL, AT A CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST
 HX1701'CONCRETE HEADWALL, OPPOSITE A GUARDRAIL, 19.0 FEET WEST OF THE
 HX1701'CENTERLINE OF THE HIGHWAY, AND 3.2 FEET NORTH OF A WHITE WOODEN
 HX1701'POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED Q 76 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2773 ***********************************************************************
 HX2773  DESIGNATION -  Q 76 RESET 1983
 HX2773  PID         -  HX2773
 HX2773  STATE/COUNTY-  WV/WIRT
 HX2773  USGS QUAD   -  REEDY (1975)
 HX2773
 HX2773                         *CURRENT SURVEY CONTROL
 HX2773  ___________________________________________________________________
 HX2773* NAD 83(1986)-  38 59 54.     (N)    081 24 21.     (W)     SCALED    
 HX2773* NAVD 88     -       199.07   (meters)     653.1    (feet)  RESET     
 HX2773  ___________________________________________________________________
 HX2773  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HX2773
 HX2773  VERT ORDER  -  THIRD
 HX2773
 HX2773.The horizontal coordinates were scaled from a topographic map and have
 HX2773.an estimated accuracy of +/- 6 seconds.
 HX2773
 HX2773.The orthometric height was computed from unverified reset data.
 HX2773.No vertical observational check was made to the station.
 HX2773
 HX2773.The geoid height was determined by GEOID03.
 HX2773
 HX2773;                    North         East    Units  Estimated Accuracy
 HX2773;SPC WV N     -    57,080.      434,910.      MT  (+/- 180 meters Scaled)
 HX2773
 HX2773                          SUPERSEDED SURVEY CONTROL
 HX2773
 HX2773  NGVD 29 (09/25/03)  199.24   (m)          653.7    (f) RESET       3  
 HX2773
 HX2773.Superseded values are not recommended for survey control.
 HX2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2773.See file dsdata.txt to determine how the superseded data were derived.
 HX2773
 HX2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD648166(NAD 83)
 HX2773_MARKER: DB = BENCH MARK DISK
 HX2773_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX2773_SP_SET: HEADWALL
 HX2773_STAMPING: Q 76 RESET 1983
 HX2773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2773+STABILITY: SURFACE MOTION
 HX2773
 HX2773  HISTORY     - Date     Condition        Report By
 HX2773  HISTORY     - 1983     MONUMENTED       WVHD
 HX2773
 HX2773                          STATION DESCRIPTION
 HX2773
 HX2773'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1983
 HX2773'2.4 MI SOUTH FROM PALESTINE.
 HX2773'2.4 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 HX2773'PALESTINE, 0.2 MILE SOUTH OF A SIDE ROAD, JUST SOUTH OF THE TOP OF
 HX2773'A HILL, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL,
 HX2773'OPPOSITE A GUARDRAIL, 19.0 FEET  WEST OF THE CENTERLINE OF HIGHWAY,
 HX2773'AND 3.2 FEET NORTH OF A WHITE WOODEN POST STENCILED U.S.B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0036 ***********************************************************************
 JW0036  DESIGNATION -  Q 77
 JW0036  PID         -  JW0036
 JW0036  STATE/COUNTY-  WV/MORGAN
 JW0036  USGS QUAD   -  PAW PAW (1974)
 JW0036
 JW0036                         *CURRENT SURVEY CONTROL
 JW0036  ___________________________________________________________________
 JW0036* NAD 83(1986)-  39 37 16.     (N)    078 25 13.     (W)     SCALED    
 JW0036* NAVD 88     -       151.256  (meters)     496.25   (feet)  ADJUSTED  
 JW0036  ___________________________________________________________________
 JW0036  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JW0036  DYNAMIC HT  -         151.165 (meters)     495.95  (feet)  COMP
 JW0036  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 JW0036
 JW0036  VERT ORDER  -  FIRST     CLASS II
 JW0036
 JW0036.The horizontal coordinates were scaled from a topographic map and have
 JW0036.an estimated accuracy of +/- 6 seconds.
 JW0036
 JW0036.The orthometric height was determined by differential leveling
 JW0036.and adjusted by the National Geodetic Survey in June 1991..
 JW0036
 JW0036.The geoid height was determined by GEOID03.
 JW0036
 JW0036.The dynamic height is computed by dividing the NAVD 88
 JW0036.geopotential number by the normal gravity value computed on the
 JW0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0036.degrees latitude (g = 980.6199 gals.).
 JW0036
 JW0036.The modeled gravity was interpolated from observed gravity values.
 JW0036
 JW0036;                    North         East    Units  Estimated Accuracy
 JW0036;SPC WV N     -   125,020.      692,700.      MT  (+/- 180 meters Scaled)
 JW0036
 JW0036                          SUPERSEDED SURVEY CONTROL
 JW0036
 JW0036  NGVD 29 (??/??/92)  151.459  (m)          496.91   (f) ADJ UNCH    1 2
 JW0036
 JW0036.Superseded values are not recommended for survey control.
 JW0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0036.See file dsdata.txt to determine how the superseded data were derived.
 JW0036
 JW0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD214888(NAD 83)
 JW0036_MARKER: DB = BENCH MARK DISK
 JW0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0036_SP_SET: SIGNAL TOWER
 JW0036_STAMPING: Q 77 1941
 JW0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0036
 JW0036  HISTORY     - Date     Condition        Report By
 JW0036  HISTORY     - 1941     MONUMENTED       CGS
 JW0036
 JW0036                          STATION DESCRIPTION
 JW0036
 JW0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0036'18 MI NE FROM OLDTOWN.
 JW0036'18.0 MILES NORTHEAST ALONG THE WESTERN MARYLAND RAILROAD FROM
 JW0036'THE STATION AT OLDTOWN, 13 RAILS NORTHWEST OF MILE-POST NO. 133,
 JW0036'SET IN THE EAST CORNER OF SIGNAL TOWER NO. A-1331, 65 FEET EAST
 JW0036'OF DOE GULLY SIGN POST, 14.2 FEET NORTHWEST OF THE NORTH CORNER
 JW0036'OF THE FLAGMANS SHANTY, 7.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 JW0036'OF THE TRACK.  A STANDARD DISK STAMPED Q-77 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3166 ***********************************************************************
 JV3166  DESIGNATION -  Q 78
 JV3166  PID         -  JV3166
 JV3166  STATE/COUNTY-  WV/JEFFERSON
 JV3166  USGS QUAD   -  ROUND HILL (1981)
 JV3166
 JV3166                         *CURRENT SURVEY CONTROL
 JV3166  ___________________________________________________________________
 JV3166* NAD 83(1986)-  39 10 22.     (N)    077 50 41.     (W)     SCALED    
 JV3166* NAVD 88     -       164.341  (meters)     539.18   (feet)  ADJUSTED  
 JV3166  ___________________________________________________________________
 JV3166  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JV3166  DYNAMIC HT  -         164.241 (meters)     538.85  (feet)  COMP
 JV3166  MODELED GRAV-     980,013.5   (mgal)                       NAVD 88
 JV3166
 JV3166  VERT ORDER  -  SECOND    CLASS 0
 JV3166
 JV3166.The horizontal coordinates were scaled from a topographic map and have
 JV3166.an estimated accuracy of +/- 6 seconds.
 JV3166
 JV3166.The orthometric height was determined by differential leveling
 JV3166.and adjusted by the National Geodetic Survey in June 1991..
 JV3166
 JV3166.The geoid height was determined by GEOID03.
 JV3166
 JV3166.The dynamic height is computed by dividing the NAVD 88
 JV3166.geopotential number by the normal gravity value computed on the
 JV3166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3166.degrees latitude (g = 980.6199 gals.).
 JV3166
 JV3166.The modeled gravity was interpolated from observed gravity values.
 JV3166
 JV3166;                    North         East    Units  Estimated Accuracy
 JV3166;SPC WV N     -    76,010.      743,030.      MT  (+/- 180 meters Scaled)
 JV3166
 JV3166                          SUPERSEDED SURVEY CONTROL
 JV3166
 JV3166  NGVD 29 (??/??/??)  164.548  (m)          539.85   (f) ADJUSTED    2 0
 JV3166
 JV3166.Superseded values are not recommended for survey control.
 JV3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3166.See file dsdata.txt to determine how the superseded data were derived.
 JV3166
 JV3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ542398(NAD 83)
 JV3166_MARKER: DB = BENCH MARK DISK
 JV3166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3166_STAMPING: Q 78 1942
 JV3166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3166+STABILITY: SURFACE MOTION
 JV3166
 JV3166  HISTORY     - Date     Condition        Report By
 JV3166  HISTORY     - 1942     MONUMENTED       CGS
 JV3166
 JV3166                          STATION DESCRIPTION
 JV3166
 JV3166'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3166'5 MI SE FROM CHARLES TOWN.
 JV3166'ABOUT 5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST
 JV3166'OFFICE AT CHARLES TOWN, JEFFERSON COUNTY, THENCE ABOUT 6.8 MILES
 JV3166'SOUTHWEST ALONG AN OLD COUNTRY ROAD, AT THE NORTHEAST CORNER OF
 JV3166'A FIELD, 54 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD
 JV3166'LEADING TO THE G.L. BELL RESIDENCE AND BARNS, 49.4 FEET EAST OF
 JV3166'THE NORTHEAST CORNER OF A SMALL SHED, 15 FEET WEST OF THE CENTER
 JV3166'LINE OF THE COUNTRY ROAD, 2.7 FEET NORTHWEST OF A CORNER FENCE
 JV3166'POST, 1.6 FEET NORTH OF THE RAIL FENCE, AND 0.7 FOOT NORTH OF A
 JV3166'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q 78 1942
 JV3166'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1455 ***********************************************************************
 HX1455  DESIGNATION -  Q 8
 HX1455  PID         -  HX1455
 HX1455  STATE/COUNTY-  WV/GILMER
 HX1455  USGS QUAD   -  TANNER (1965)
 HX1455
 HX1455                         *CURRENT SURVEY CONTROL
 HX1455  ___________________________________________________________________
 HX1455* NAD 83(1986)-  38 52 37.     (N)    080 54 52.     (W)     SCALED    
 HX1455* NAVD 88     -       268.507  (meters)     880.93   (feet)  ADJUSTED  
 HX1455  ___________________________________________________________________
 HX1455  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HX1455  DYNAMIC HT  -         268.334 (meters)     880.36  (feet)  COMP
 HX1455  MODELED GRAV-     979,975.2   (mgal)                       NAVD 88
 HX1455
 HX1455  VERT ORDER  -  SECOND    CLASS 0
 HX1455
 HX1455.The horizontal coordinates were scaled from a topographic map and have
 HX1455.an estimated accuracy of +/- 6 seconds.
 HX1455
 HX1455.The orthometric height was determined by differential leveling
 HX1455.and adjusted by the National Geodetic Survey in June 1991..
 HX1455
 HX1455.The geoid height was determined by GEOID03.
 HX1455
 HX1455.The dynamic height is computed by dividing the NAVD 88
 HX1455.geopotential number by the normal gravity value computed on the
 HX1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1455.degrees latitude (g = 980.6199 gals.).
 HX1455
 HX1455.The modeled gravity was interpolated from observed gravity values.
 HX1455
 HX1455;                    North         East    Units  Estimated Accuracy
 HX1455;SPC WV S     -   208,330.      607,420.      MT  (+/- 180 meters Scaled)
 HX1455
 HX1455                          SUPERSEDED SURVEY CONTROL
 HX1455
 HX1455  NGVD 29 (??/??/92)  268.674  (m)          881.47   (f) ADJ UNCH    2 0
 HX1455
 HX1455.Superseded values are not recommended for survey control.
 HX1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1455.See file dsdata.txt to determine how the superseded data were derived.
 HX1455
 HX1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND074031(NAD 83)
 HX1455_MARKER: DB = BENCH MARK DISK
 HX1455_SETTING: 66 = SET IN ROCK OUTCROP
 HX1455_SP_SET: ROCK OUTCROP
 HX1455_STAMPING: Q 8 1933
 HX1455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1455+STABILITY: POSITION/ELEVATION WELL
 HX1455
 HX1455  HISTORY     - Date     Condition        Report By
 HX1455  HISTORY     - 1933     MONUMENTED       CGS
 HX1455  HISTORY     - 1933     GOOD             NGS
 HX1455
 HX1455                          STATION DESCRIPTION
 HX1455
 HX1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX1455'0.4 MI SW FROM LETTER GAP.
 HX1455'0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX1455'AT LETTER GAP, GILMER COUNTY, AT THE NORTH FOOT OF NORMAN HILL,
 HX1455'7 YARDS NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE FACE
 HX1455'OF A LARGE ROCK OUTCROP, AND 3 FEET HIGHER THAN THE HIGHWAY.
 HX1455'A STANDARD DISK, STAMPED Q 8 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0281 ***********************************************************************
 JX0281  DESIGNATION -  Q 81
 JX0281  PID         -  JX0281
 JX0281  STATE/COUNTY-  WV/RITCHIE
 JX0281  USGS QUAD   -  PENNSBORO (1987)
 JX0281
 JX0281                         *CURRENT SURVEY CONTROL
 JX0281  ___________________________________________________________________
 JX0281* NAD 83(1986)-  39 16 12.     (N)    080 55 18.     (W)     SCALED    
 JX0281* NAVD 88     -       244.793  (meters)     803.12   (feet)  ADJUSTED  
 JX0281  ___________________________________________________________________
 JX0281  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JX0281  DYNAMIC HT  -         244.640 (meters)     802.62  (feet)  COMP
 JX0281  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 JX0281
 JX0281  VERT ORDER  -  FIRST     CLASS II
 JX0281
 JX0281.The horizontal coordinates were scaled from a topographic map and have
 JX0281.an estimated accuracy of +/- 6 seconds.
 JX0281
 JX0281.The orthometric height was determined by differential leveling
 JX0281.and adjusted by the National Geodetic Survey in June 1991..
 JX0281
 JX0281.The geoid height was determined by GEOID03.
 JX0281
 JX0281.The dynamic height is computed by dividing the NAVD 88
 JX0281.geopotential number by the normal gravity value computed on the
 JX0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0281.degrees latitude (g = 980.6199 gals.).
 JX0281
 JX0281.The modeled gravity was interpolated from observed gravity values.
 JX0281
 JX0281;                    North         East    Units  Estimated Accuracy
 JX0281;SPC WV N     -    86,450.      477,330.      MT  (+/- 180 meters Scaled)
 JX0281
 JX0281                          SUPERSEDED SURVEY CONTROL
 JX0281
 JX0281  NGVD 29 (??/??/92)  244.970  (m)          803.71   (f) ADJ UNCH    1 2
 JX0281
 JX0281.Superseded values are not recommended for survey control.
 JX0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0281.See file dsdata.txt to determine how the superseded data were derived.
 JX0281
 JX0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND067467(NAD 83)
 JX0281_MARKER: DB = BENCH MARK DISK
 JX0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0281_SP_SET: BRIDGE
 JX0281_STAMPING: Q 81 1943
 JX0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0281
 JX0281  HISTORY     - Date     Condition        Report By
 JX0281  HISTORY     - 1943     MONUMENTED       CGS
 JX0281
 JX0281                          STATION DESCRIPTION
 JX0281
 JX0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0281'2.9 MI E FROM PENNSBORO.
 JX0281'2.9 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0281'STATION AT PENNSBORO, RITCHIE COUNTY, MIDWAY BETWEEN THE SECOND
 JX0281'AND THIRD POLES WEST OF POLE 338+40, AT BRIDGE 26, IN THE TOP
 JX0281'OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT, 8.5 FEET SOUTH
 JX0281'OF THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.
 JX0281'A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0952 ***********************************************************************
 JX0952  DESIGNATION -  Q 82
 JX0952  PID         -  JX0952
 JX0952  STATE/COUNTY-  WV/RITCHIE
 JX0952  USGS QUAD   -  CAIRO (1986)
 JX0952
 JX0952                         *CURRENT SURVEY CONTROL
 JX0952  ___________________________________________________________________
 JX0952* NAD 83(1986)-  39 12 23.     (N)    081 11 17.     (W)     SCALED    
 JX0952* NAVD 88     -       238.720  (meters)     783.20   (feet)  ADJUSTED  
 JX0952  ___________________________________________________________________
 JX0952  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JX0952  DYNAMIC HT  -         238.572 (meters)     782.72  (feet)  COMP
 JX0952  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 JX0952
 JX0952  VERT ORDER  -  FIRST     CLASS II
 JX0952
 JX0952.The horizontal coordinates were scaled from a topographic map and have
 JX0952.an estimated accuracy of +/- 6 seconds.
 JX0952
 JX0952.The orthometric height was determined by differential leveling
 JX0952.and adjusted by the National Geodetic Survey in June 1991..
 JX0952
 JX0952.The geoid height was determined by GEOID03.
 JX0952
 JX0952.The dynamic height is computed by dividing the NAVD 88
 JX0952.geopotential number by the normal gravity value computed on the
 JX0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0952.degrees latitude (g = 980.6199 gals.).
 JX0952
 JX0952.The modeled gravity was interpolated from observed gravity values.
 JX0952
 JX0952;                    North         East    Units  Estimated Accuracy
 JX0952;SPC WV N     -    79,790.      454,210.      MT  (+/- 180 meters Scaled)
 JX0952
 JX0952                          SUPERSEDED SURVEY CONTROL
 JX0952
 JX0952  NGVD 29 (??/??/92)  238.899  (m)          783.79   (f) ADJ UNCH    1 2
 JX0952
 JX0952.Superseded values are not recommended for survey control.
 JX0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0952.See file dsdata.txt to determine how the superseded data were derived.
 JX0952
 JX0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD837396(NAD 83)
 JX0952_MARKER: DB = BENCH MARK DISK
 JX0952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0952_SP_SET: SIGNAL BASE
 JX0952_STAMPING: Q 82 1943
 JX0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0952
 JX0952  HISTORY     - Date     Condition        Report By
 JX0952  HISTORY     - 1943     MONUMENTED       CGS
 JX0952  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0952
 JX0952                          STATION DESCRIPTION
 JX0952
 JX0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0952'2.1 MI W FROM CAIRO.
 JX0952'2.1 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0952'FROM THE STATION AT CAIRO, RITCHIE COUNTY, ABOUT 100 FEET WEST
 JX0952'OF THE NORTHWEST CORNER OF A SMALL RAILROAD SUBSTATION, AT A
 JX0952'SWITCH SIGNAL, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 JX0952'BASE, 10 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND LEVEL
 JX0952'WITH THE TRACK.  A STANDARD DISK, STAMPED Q 82 1943.
 JX0952
 JX0952                          STATION RECOVERY (1983)
 JX0952
 JX0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0952'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1195 ***********************************************************************
 JX1195  DESIGNATION -  Q 83
 JX1195  PID         -  JX1195
 JX1195  STATE/COUNTY-  WV/WOOD
 JX1195  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1195
 JX1195                         *CURRENT SURVEY CONTROL
 JX1195  ___________________________________________________________________
 JX1195* NAD 83(1986)-  39 13 28.     (N)    081 30 40.     (W)     SCALED    
 JX1195* NAVD 88     -       193.334  (meters)     634.30   (feet)  ADJUSTED  
 JX1195  ___________________________________________________________________
 JX1195  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JX1195  DYNAMIC HT  -         193.213 (meters)     633.90  (feet)  COMP
 JX1195  MODELED GRAV-     979,999.6   (mgal)                       NAVD 88
 JX1195
 JX1195  VERT ORDER  -  FIRST     CLASS II
 JX1195
 JX1195.The horizontal coordinates were scaled from a topographic map and have
 JX1195.an estimated accuracy of +/- 6 seconds.
 JX1195
 JX1195.The orthometric height was determined by differential leveling
 JX1195.and adjusted by the National Geodetic Survey in June 1991..
 JX1195
 JX1195.The geoid height was determined by GEOID03.
 JX1195
 JX1195.The dynamic height is computed by dividing the NAVD 88
 JX1195.geopotential number by the normal gravity value computed on the
 JX1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1195.degrees latitude (g = 980.6199 gals.).
 JX1195
 JX1195.The modeled gravity was interpolated from observed gravity values.
 JX1195
 JX1195;                    North         East    Units  Estimated Accuracy
 JX1195;SPC WV N     -    82,370.      426,360.      MT  (+/- 180 meters Scaled)
 JX1195
 JX1195                          SUPERSEDED SURVEY CONTROL
 JX1195
 JX1195  NGVD 29 (??/??/92)  193.518  (m)          634.90   (f) ADJ UNCH    1 2
 JX1195
 JX1195.Superseded values are not recommended for survey control.
 JX1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1195.See file dsdata.txt to determine how the superseded data were derived.
 JX1195
 JX1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD558418(NAD 83)
 JX1195_MARKER: DB = BENCH MARK DISK
 JX1195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1195_SP_SET: SIGNAL BASE
 JX1195_STAMPING: Q 83 1943
 JX1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1195
 JX1195  HISTORY     - Date     Condition        Report By
 JX1195  HISTORY     - 1943     MONUMENTED       CGS
 JX1195  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX1195
 JX1195                          STATION DESCRIPTION
 JX1195
 JX1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX1195'4.2 MI SE FROM PARKERSBURG.
 JX1195'4.2 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1195'THE STATION AT PARKERSBURG, WOOD COUNTY, ABOUT 350 FEET NORTHEAST
 JX1195'OF A DIRT-ROAD CROSSING, 40 FEET SOUTHWEST OF THE FOURTH POLE
 JX1195'NORTHEAST OF MILEPOST P 5-B 379, IN THE TOP OF THE EAST CORNER
 JX1195'OF THE CONCRETE BASE OF A SWITCH SIGNAL, 25 FEET SOUTHEAST OF
 JX1195'THE CENTERLINE OF THE MAIN TRACK, AND LEVEL WITH THE MAIN TRACK.
 JX1195'A STANDARD DISK, STAMPED Q 83 1943.
 JX1195
 JX1195                          STATION RECOVERY (1983)
 JX1195
 JX1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1195'SEARCHED FOR BUT NOT RECOVERED, THE SIGNAL BASE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0397 ***********************************************************************
 JY0397  DESIGNATION -  Q 84
 JY0397  PID         -  JY0397
 JY0397  STATE/COUNTY-  WV/MASON
 JY0397  USGS QUAD   -  POMEROY (1992)
 JY0397
 JY0397                         *CURRENT SURVEY CONTROL
 JY0397  ___________________________________________________________________
 JY0397* NAD 83(1986)-  39 00 44.     (N)    082 02 20.     (W)     SCALED    
 JY0397* NAVD 88     -       174.015  (meters)     570.91   (feet)  ADJUSTED  
 JY0397  ___________________________________________________________________
 JY0397  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JY0397  DYNAMIC HT  -         173.906 (meters)     570.56  (feet)  COMP
 JY0397  MODELED GRAV-     979,998.2   (mgal)                       NAVD 88
 JY0397
 JY0397  VERT ORDER  -  FIRST     CLASS II
 JY0397
 JY0397.The horizontal coordinates were scaled from a topographic map and have
 JY0397.an estimated accuracy of +/- 6 seconds.
 JY0397
 JY0397.The orthometric height was determined by differential leveling
 JY0397.and adjusted by the National Geodetic Survey in June 1991..
 JY0397
 JY0397.The geoid height was determined by GEOID03.
 JY0397
 JY0397.The dynamic height is computed by dividing the NAVD 88
 JY0397.geopotential number by the normal gravity value computed on the
 JY0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0397.degrees latitude (g = 980.6199 gals.).
 JY0397
 JY0397.The modeled gravity was interpolated from observed gravity values.
 JY0397
 JY0397;                    North         East    Units  Estimated Accuracy
 JY0397;SPC WV S     -   223,850.      510,020.      MT  (+/- 180 meters Scaled)
 JY0397
 JY0397                          SUPERSEDED SURVEY CONTROL
 JY0397
 JY0397  NGVD 29 (??/??/92)  174.221  (m)          571.59   (f) ADJ UNCH    1 2
 JY0397
 JY0397.Superseded values are not recommended for survey control.
 JY0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0397.See file dsdata.txt to determine how the superseded data were derived.
 JY0397
 JY0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD100186(NAD 83)
 JY0397_MARKER: DB = BENCH MARK DISK
 JY0397_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JY0397_STAMPING: Q 84 1943
 JY0397_MARK LOGO: CGS   
 JY0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0397
 JY0397  HISTORY     - Date     Condition        Report By
 JY0397  HISTORY     - 1943     MONUMENTED       CGS
 JY0397  HISTORY     - 1958     GOOD             NGS
 JY0397  HISTORY     - 1984     GOOD             NGS
 JY0397
 JY0397                          STATION DESCRIPTION
 JY0397
 JY0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0397'0.9 MI SW FROM MASON CITY.
 JY0397'0.9 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JY0397'THE STATION AT MASON CITY, MASON COUNTY, AT THE POMEROY-MASON
 JY0397'BRIDGE OVER OHIO RIVER, IN THE TOP OF THE CONCRETE BEAM CONNECTING
 JY0397'THE FIRST TWO PIERS SOUTHEAST OF THE TRACK, 36.5 FEET SOUTHEAST
 JY0397'OF THE CENTERLINE OF THE TRACK, MIDWAY BETWEEN THE TWO PIERS,
 JY0397'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Q 84 1943.
 JY0397
 JY0397                          STATION RECOVERY (1984)
 JY0397
 JY0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY0397'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 JY0397'THE MILEAGE TO REACH IS NOW INADEQUATE AS THE RAILROAD STATION HAS
 JY0397'BEEN RAZED, CHANGE TO 1.3 KM (0.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 33
 JY0397'FROM THE POST OFFICE IN MASON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1144 ***********************************************************************
 JX1144  DESIGNATION -  Q 85
 JX1144  PID         -  JX1144
 JX1144  STATE/COUNTY-  WV/WOOD
 JX1144  USGS QUAD   -  LITTLE HOCKING (1994)
 JX1144
 JX1144                         *CURRENT SURVEY CONTROL
 JX1144  ___________________________________________________________________
 JX1144* NAD 83(1986)-  39 16 05.     (N)    081 38 03.     (W)     SCALED    
 JX1144* NAVD 88     -       185.010  (meters)     606.99   (feet)  ADJUSTED  
 JX1144  ___________________________________________________________________
 JX1144  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JX1144  DYNAMIC HT  -         184.894 (meters)     606.61  (feet)  COMP
 JX1144  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 JX1144
 JX1144  VERT ORDER  -  FIRST     CLASS II
 JX1144
 JX1144.The horizontal coordinates were scaled from a topographic map and have
 JX1144.an estimated accuracy of +/- 6 seconds.
 JX1144
 JX1144.The orthometric height was determined by differential leveling
 JX1144.and adjusted by the National Geodetic Survey in June 1991..
 JX1144
 JX1144.The geoid height was determined by GEOID03.
 JX1144
 JX1144.The dynamic height is computed by dividing the NAVD 88
 JX1144.geopotential number by the normal gravity value computed on the
 JX1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1144.degrees latitude (g = 980.6199 gals.).
 JX1144
 JX1144.The modeled gravity was interpolated from observed gravity values.
 JX1144
 JX1144;                    North         East    Units  Estimated Accuracy
 JX1144;SPC WV N     -    87,450.      415,850.      MT  (+/- 180 meters Scaled)
 JX1144
 JX1144                          SUPERSEDED SURVEY CONTROL
 JX1144
 JX1144  NGVD 29 (??/??/92)  185.208  (m)          607.64   (f) ADJ UNCH    1 2
 JX1144
 JX1144.Superseded values are not recommended for survey control.
 JX1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1144.See file dsdata.txt to determine how the superseded data were derived.
 JX1144
 JX1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD452467(NAD 83)
 JX1144_MARKER: DB = BENCH MARK DISK
 JX1144_SETTING: 66 = SET IN ROCK OUTCROP
 JX1144_SP_SET: ROCK OUTCROP
 JX1144_STAMPING: Q 85 1943
 JX1144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1144+STABILITY: POSITION/ELEVATION WELL
 JX1144
 JX1144  HISTORY     - Date     Condition        Report By
 JX1144  HISTORY     - 1943     MONUMENTED       CGS
 JX1144  HISTORY     - 1958     MARK NOT FOUND   NGS
 JX1144  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1144
 JX1144                          STATION DESCRIPTION
 JX1144
 JX1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX1144'3.9 MI W FROM PARKERSBURG.
 JX1144'3.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD (O. RIVER
 JX1144'DIV.) FROM THE ANN STREET STATION AT PARKERSBURG, WOOD COUNTY,
 JX1144'36.1 FEET SOUTH ACROSS THE TRACK FROM THE SECOND POLE WEST OF
 JX1144'POLE 97+20, 11 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN THE
 JX1144'TOP OF THE NORTH SLOPE OF A SANDSTONE OUTCROP, AND LEVEL WITH
 JX1144'THE TRACK.  A STANDARD DISK, STAMPED Q 85 1943.  NOTE-- MARK MAY
 JX1144'HAVE BEEN COVERED BY LANDSLIDES.
 JX1144
 JX1144                          STATION RECOVERY (1976)
 JX1144
 JX1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1072 ***********************************************************************
 GX1072  DESIGNATION -  Q 86
 GX1072  PID         -  GX1072
 GX1072  STATE/COUNTY-  WV/RALEIGH
 GX1072  USGS QUAD   -  ECCLES (1989)
 GX1072
 GX1072                         *CURRENT SURVEY CONTROL
 GX1072  ___________________________________________________________________
 GX1072* NAD 83(1986)-  37 47 24.     (N)    081 15 39.     (W)     SCALED    
 GX1072* NAVD 88     -       639.770  (meters)    2098.98   (feet)  ADJUSTED  
 GX1072  ___________________________________________________________________
 GX1072  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX1072  DYNAMIC HT  -         639.250 (meters)    2097.27  (feet)  COMP
 GX1072  MODELED GRAV-     979,794.5   (mgal)                       NAVD 88
 GX1072
 GX1072  VERT ORDER  -  SECOND    CLASS 0
 GX1072
 GX1072.The horizontal coordinates were scaled from a topographic map and have
 GX1072.an estimated accuracy of +/- 6 seconds.
 GX1072
 GX1072.The orthometric height was determined by differential leveling
 GX1072.and adjusted by the National Geodetic Survey in June 1991..
 GX1072
 GX1072.The geoid height was determined by GEOID03.
 GX1072
 GX1072.The dynamic height is computed by dividing the NAVD 88
 GX1072.geopotential number by the normal gravity value computed on the
 GX1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1072.degrees latitude (g = 980.6199 gals.).
 GX1072
 GX1072.The modeled gravity was interpolated from observed gravity values.
 GX1072
 GX1072;                    North         East    Units  Estimated Accuracy
 GX1072;SPC WV S     -    87,710.      577,030.      MT  (+/- 180 meters Scaled)
 GX1072
 GX1072                          SUPERSEDED SURVEY CONTROL
 GX1072
 GX1072  NGVD 29 (??/??/92)  639.929  (m)         2099.50   (f) ADJ UNCH    2 0
 GX1072
 GX1072.Superseded values are not recommended for survey control.
 GX1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1072.See file dsdata.txt to determine how the superseded data were derived.
 GX1072
 GX1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB770825(NAD 83)
 GX1072_MARKER: DB = BENCH MARK DISK
 GX1072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1072_SP_SET: BRIDGE
 GX1072_STAMPING: Q 86 1960
 GX1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1072
 GX1072  HISTORY     - Date     Condition        Report By
 GX1072  HISTORY     - 1960     MONUMENTED       CGS
 GX1072
 GX1072                          STATION DESCRIPTION
 GX1072
 GX1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1072'0.9 MI SW FROM HARPER.
 GX1072'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE OVERPASS
 GX1072'OVER THE VIRGINIAN RAILWAY AT HARPER, 0.1 MILE NORTHEAST OF AND
 GX1072'ACROSS HIGHWAY 3 AND THE VIRGINIAN RAILWAY FROM ECCLES POST OFFICE
 GX1072'(CONCRETE BLOCK BUILDING WITH GREEN PAINTED WOODEN SECOND STORY
 GX1072'AND HOUSING A RESTAURANT), 38 YARDS EAST OF AND ACROSS THE
 GX1072'RAILWAY FROM THE CENTER LINE OF HIGHWAY AND AT OUTSIDE OF A
 GX1072'CURVE IN HIGHWAY, 5 1/2 FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST
 GX1072'RAIL, IN TOP OF THE EAST-SOUTHEAST END OF THE NORTH-NORTHEAST
 GX1072'CONCRETE ABUTMENT OF A 15-FOOT RAILROAD BRIDGE OVER A CREEK
 GX1072'BRANCH, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1118 ***********************************************************************
 GX1118  DESIGNATION -  Q 87
 GX1118  PID         -  GX1118
 GX1118  STATE/COUNTY-  WV/RALEIGH
 GX1118  USGS QUAD   -  SHADY SPRING (1976)
 GX1118
 GX1118                         *CURRENT SURVEY CONTROL
 GX1118  ___________________________________________________________________
 GX1118* NAD 83(1986)-  37 41 11.     (N)    081 03 06.     (W)     SCALED    
 GX1118* NAVD 88     -       815.696  (meters)    2676.16   (feet)  ADJUSTED  
 GX1118  ___________________________________________________________________
 GX1118  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GX1118  DYNAMIC HT  -         814.998 (meters)    2673.87  (feet)  COMP
 GX1118  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 GX1118
 GX1118  VERT ORDER  -  SECOND    CLASS 0
 GX1118
 GX1118.The horizontal coordinates were scaled from a topographic map and have
 GX1118.an estimated accuracy of +/- 6 seconds.
 GX1118
 GX1118.The orthometric height was determined by differential leveling
 GX1118.and adjusted by the National Geodetic Survey in June 1991..
 GX1118
 GX1118.The geoid height was determined by GEOID03.
 GX1118
 GX1118.The dynamic height is computed by dividing the NAVD 88
 GX1118.geopotential number by the normal gravity value computed on the
 GX1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1118.degrees latitude (g = 980.6199 gals.).
 GX1118
 GX1118.The modeled gravity was interpolated from observed gravity values.
 GX1118
 GX1118;                    North         East    Units  Estimated Accuracy
 GX1118;SPC WV S     -    76,180.      595,440.      MT  (+/- 180 meters Scaled)
 GX1118
 GX1118                          SUPERSEDED SURVEY CONTROL
 GX1118
 GX1118  NGVD 29 (??/??/92)  815.830  (m)         2676.60   (f) ADJ UNCH    2 0
 GX1118
 GX1118.Superseded values are not recommended for survey control.
 GX1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1118.See file dsdata.txt to determine how the superseded data were derived.
 GX1118
 GX1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB954710(NAD 83)
 GX1118_MARKER: DB = BENCH MARK DISK
 GX1118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1118_SP_SET: CULVERT
 GX1118_STAMPING: Q 87 1960
 GX1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1118
 GX1118  HISTORY     - Date     Condition        Report By
 GX1118  HISTORY     - 1960     MONUMENTED       CGS
 GX1118
 GX1118                          STATION DESCRIPTION
 GX1118
 GX1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1118'3 MI SE FROM SHADY SPRING.
 GX1118'ABOUT 3.05 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 GX1118'OF U.S. HIGHWAYS 19 AND 21 AT SHADY SPRING, 25 FEET NORTHWEST
 GX1118'OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE NORTHEAST END
 GX1118'OF THE NORTHWEST HEAD WALL OF A 20-FOOT CONCRETE CULVERT UNDER
 GX1118'THE NORTHEAST END OF A SHORT CAUSEWAY ACROSS GLADE CREEK RESERVOIR,
 GX1118'AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0203 ***********************************************************************
 JX0203  DESIGNATION -  Q 9 RESET 1967
 JX0203  PID         -  JX0203
 JX0203  STATE/COUNTY-  WV/HARRISON
 JX0203  USGS QUAD   -  MOUNT CLARE (1976)
 JX0203
 JX0203                         *CURRENT SURVEY CONTROL
 JX0203  ___________________________________________________________________
 JX0203* NAD 83(1986)-  39 11 20.     (N)    080 20 04.     (W)     SCALED    
 JX0203* NAVD 88     -       330.44   (+/-2cm)    1084.1    (feet)  VERTCON   
 JX0203  ___________________________________________________________________
 JX0203  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JX0203
 JX0203  VERT ORDER  -  THIRD (See Below)
 JX0203
 JX0203.The horizontal coordinates were scaled from a topographic map and have
 JX0203.an estimated accuracy of +/- 6 seconds.
 JX0203
 JX0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX0203.The vertical order pertains to the NGVD 29 superseded value.
 JX0203
 JX0203.The geoid height was determined by GEOID03.
 JX0203
 JX0203;                    North         East    Units  Estimated Accuracy
 JX0203;SPC WV N     -    76,810.      527,910.      MT  (+/- 180 meters Scaled)
 JX0203
 JX0203                          SUPERSEDED SURVEY CONTROL
 JX0203
 JX0203  NGVD 29 (09/25/03)  330.62   (m)         1084.7    (f) RESET       3  
 JX0203
 JX0203.Superseded values are not recommended for survey control.
 JX0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0203.See file dsdata.txt to determine how the superseded data were derived.
 JX0203
 JX0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND574379(NAD 83)
 JX0203_MARKER: DB = BENCH MARK DISK
 JX0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0203_SP_SET: CULVERT
 JX0203_STAMPING: Q 9 RESET 1967
 JX0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0203
 JX0203  HISTORY     - Date     Condition        Report By
 JX0203  HISTORY     - 1967     MONUMENTED       WVHD
 JX0203
 JX0203                          STATION DESCRIPTION
 JX0203
 JX0203'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1967
 JX0203'3.3 MI N FROM LOST CREEK.
 JX0203'3.34 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0203'THE STATION AT LOST CREEK, HARRISON COUNTY, 140 YARDS NORTH OF
 JX0203'MILEPOST C-10, 4 RAILS NORTH OF TRESTLE 9A OVER A SMALL CREEK,
 JX0203'IN THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE ARCH CULVERT
 JX0203'UNDER AN ABANDONED STREET CAR GRADE OVER A SMALL CREEK, 41 YARDS
 JX0203'WEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN
 JX0203'THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0201 ***********************************************************************
 JX0201  DESIGNATION -  Q 9 X
 JX0201  PID         -  JX0201
 JX0201  STATE/COUNTY-  WV/HARRISON
 JX0201  USGS QUAD   -  MOUNT CLARE (1976)
 JX0201
 JX0201                         *CURRENT SURVEY CONTROL
 JX0201  ___________________________________________________________________
 JX0201* NAD 83(1986)-  39 11 20.     (N)    080 20 04.     (W)     SCALED    
 JX0201* NAVD 88     -       329.556  (meters)    1081.22   (feet)  ADJUSTED  
 JX0201  ___________________________________________________________________
 JX0201  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JX0201  DYNAMIC HT  -         329.348 (meters)    1080.54  (feet)  COMP
 JX0201  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 JX0201
 JX0201  VERT ORDER  -  SECOND    CLASS 0
 JX0201
 JX0201.The horizontal coordinates were scaled from a topographic map and have
 JX0201.an estimated accuracy of +/- 6 seconds.
 JX0201
 JX0201.The orthometric height was determined by differential leveling
 JX0201.and adjusted by the National Geodetic Survey in June 1991..
 JX0201
 JX0201.The geoid height was determined by GEOID03.
 JX0201
 JX0201.The dynamic height is computed by dividing the NAVD 88
 JX0201.geopotential number by the normal gravity value computed on the
 JX0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0201.degrees latitude (g = 980.6199 gals.).
 JX0201
 JX0201.The modeled gravity was interpolated from observed gravity values.
 JX0201
 JX0201;                    North         East    Units  Estimated Accuracy
 JX0201;SPC WV N     -    76,810.      527,910.      MT  (+/- 180 meters Scaled)
 JX0201
 JX0201                          SUPERSEDED SURVEY CONTROL
 JX0201
 JX0201  NGVD 29 (??/??/92)  329.735  (m)         1081.81   (f) ADJ UNCH    2 0
 JX0201
 JX0201.Superseded values are not recommended for survey control.
 JX0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0201.See file dsdata.txt to determine how the superseded data were derived.
 JX0201
 JX0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND574379(NAD 83)
 JX0201_MARKER: DB = BENCH MARK DISK
 JX0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0201_STAMPING: Q 9X 1933
 JX0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0201+STABILITY: SURFACE MOTION
 JX0201
 JX0201  HISTORY     - Date     Condition        Report By
 JX0201  HISTORY     - 1933     MONUMENTED       CGS
 JX0201  HISTORY     - 1957     MARK NOT FOUND   NGS
 JX0201
 JX0201                          STATION DESCRIPTION
 JX0201
 JX0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0201'3.3 MI N FROM LOST CREEK.
 JX0201'3.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0201'LOST CREEK, HARRISON COUNTY, 15 YARDS EAST OF MILEPOST C 10,
 JX0201'AND IN A WYE FORMED BY THE TRACK AND A DIRT ROAD, 2 FEET FROM
 JX0201'A RAILROAD CROSSING SIGN, 6 YARDS NORTH OF THE CENTERLINE OF THE
 JX0201'TRACK, AND 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 JX0201'Q 9X 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1039 ***********************************************************************
 JX1039  DESIGNATION -  Q 91
 JX1039  PID         -  JX1039
 JX1039  STATE/COUNTY-  WV/WIRT
 JX1039  USGS QUAD   -  ELIZABETH (1975)
 JX1039
 JX1039                         *CURRENT SURVEY CONTROL
 JX1039  ___________________________________________________________________
 JX1039* NAD 83(1986)-  39 03 40.     (N)    081 26 25.     (W)     SCALED    
 JX1039* NAVD 88     -       198.304  (meters)     650.60   (feet)  ADJUSTED  
 JX1039  ___________________________________________________________________
 JX1039  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JX1039  DYNAMIC HT  -         198.178 (meters)     650.19  (feet)  COMP
 JX1039  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 JX1039
 JX1039  VERT ORDER  -  SECOND    CLASS 0
 JX1039
 JX1039.The horizontal coordinates were scaled from a topographic map and have
 JX1039.an estimated accuracy of +/- 6 seconds.
 JX1039
 JX1039.The orthometric height was determined by differential leveling
 JX1039.and adjusted by the National Geodetic Survey in June 1991..
 JX1039
 JX1039.The geoid height was determined by GEOID03.
 JX1039
 JX1039.The dynamic height is computed by dividing the NAVD 88
 JX1039.geopotential number by the normal gravity value computed on the
 JX1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1039.degrees latitude (g = 980.6199 gals.).
 JX1039
 JX1039.The modeled gravity was interpolated from observed gravity values.
 JX1039
 JX1039;                    North         East    Units  Estimated Accuracy
 JX1039;SPC WV N     -    64,110.      432,080.      MT  (+/- 180 meters Scaled)
 JX1039
 JX1039                          SUPERSEDED SURVEY CONTROL
 JX1039
 JX1039  NGVD 29 (??/??/92)  198.481  (m)          651.18   (f) ADJ UNCH    2 0
 JX1039
 JX1039.Superseded values are not recommended for survey control.
 JX1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1039.See file dsdata.txt to determine how the superseded data were derived.
 JX1039
 JX1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD619236(NAD 83)
 JX1039_MARKER: DB = BENCH MARK DISK
 JX1039_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JX1039_SP_SET: UNSPECIFIED ROCK
 JX1039_STAMPING: Q 91 1956
 JX1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1039
 JX1039  HISTORY     - Date     Condition        Report By
 JX1039  HISTORY     - 1956     MONUMENTED       CGS
 JX1039
 JX1039                          STATION DESCRIPTION
 JX1039
 JX1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1039'3.2 MI W FROM ELIZABETH.
 JX1039'0.75 MILE WEST ALONG STATE HIGHWAY 14 FROM THE COURT HOUSE AT
 JX1039'ELIZABETH, THENCE ABOUT 2.4 MILES SOUTHWEST AND WEST ALONG A
 JX1039'BLACK TOP ROAD (TUCKER CREEK ROAD), ABOUT 0.55 MILE SOUTHEAST
 JX1039'OF A SMALL WOODEN DECK BRIDGE OVER CREEK BRANCH, ABOUT 0.15
 JX1039'MILE WEST OF A WOODEN DECK BRIDGE OVER CREEK BRANCH, ABOUT 100
 JX1039'YARDS NORTHWEST OF JUNCTION OF A ROAD SOUTHWEST, AT THE
 JX1039'NORTHWEST END OF A CURVE WITH TANGENTS EXTENDING NORTHWEST AND
 JX1039'EAST AND NEAR THE NORTHWEST END OF A ROCKY CUT, 15 FEET NORTHEAST
 JX1039'OF CENTER LINE OF ROAD, SET VERTICALLY IN THE WEST FACE OF A
 JX1039'2 1/2-FOOT HIGH LAYERED ROCK WITH A CORNER POINTING TOWARDS
 JX1039'ROAD, ABOUT 1 FOOT BELOW THE TOP OF ROCK AND ABOUT 2 FEET ABOVE
 JX1039'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2687 ***********************************************************************
 HX2687  DESIGNATION -  Q 92
 HX2687  PID         -  HX2687
 HX2687  STATE/COUNTY-  WV/WIRT
 HX2687  USGS QUAD   -  LIVERPOOL (1975)
 HX2687
 HX2687                         *CURRENT SURVEY CONTROL
 HX2687  ___________________________________________________________________
 HX2687* NAD 83(1986)-  38 58 18.     (N)    081 32 31.     (W)     SCALED    
 HX2687* NAVD 88     -       330.783  (meters)    1085.24   (feet)  ADJUSTED  
 HX2687  ___________________________________________________________________
 HX2687  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HX2687  DYNAMIC HT  -         330.572 (meters)    1084.55  (feet)  COMP
 HX2687  MODELED GRAV-     979,981.5   (mgal)                       NAVD 88
 HX2687
 HX2687  VERT ORDER  -  SECOND    CLASS 0
 HX2687
 HX2687.The horizontal coordinates were scaled from a topographic map and have
 HX2687.an estimated accuracy of +/- 6 seconds.
 HX2687
 HX2687.The orthometric height was determined by differential leveling
 HX2687.and adjusted by the National Geodetic Survey in June 1991..
 HX2687
 HX2687.The geoid height was determined by GEOID03.
 HX2687
 HX2687.The dynamic height is computed by dividing the NAVD 88
 HX2687.geopotential number by the normal gravity value computed on the
 HX2687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2687.degrees latitude (g = 980.6199 gals.).
 HX2687
 HX2687.The modeled gravity was interpolated from observed gravity values.
 HX2687
 HX2687;                    North         East    Units  Estimated Accuracy
 HX2687;SPC WV N     -    54,370.      423,060.      MT  (+/- 180 meters Scaled)
 HX2687
 HX2687                          SUPERSEDED SURVEY CONTROL
 HX2687
 HX2687  NGVD 29 (??/??/92)  330.956  (m)         1085.81   (f) ADJ UNCH    2 0
 HX2687
 HX2687.Superseded values are not recommended for survey control.
 HX2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2687.See file dsdata.txt to determine how the superseded data were derived.
 HX2687
 HX2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD530137(NAD 83)
 HX2687_MARKER: DB = BENCH MARK DISK
 HX2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2687_STAMPING: Q 92 1956
 HX2687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2687+STABILITY: SURFACE MOTION
 HX2687
 HX2687  HISTORY     - Date     Condition        Report By
 HX2687  HISTORY     - 1956     MONUMENTED       CGS
 HX2687
 HX2687                          STATION DESCRIPTION
 HX2687
 HX2687'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2687'5.4 MI S FROM WINDY.
 HX2687'ABOUT 5.45 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX2687'AND ROAD JUNCTION AT WINDY, ABOUT 0.55 MILE SOUTHWEST OF UNION
 HX2687'CHAPEL METHODIST CHURCH AND CEMETERY, ALONG THE WIRT-JACKSON
 HX2687'COUNTY LINE, 18 FEET NORTH-NORTHWEST OF CENTER LINE OF ROAD, 25
 HX2687'FEET NORTH OF THE TOP OF A GRADE AND JUNCTION OF A ROAD LEADING
 HX2687'SOUTH-SOUTHEAST TO A 2-STORY GREEN FARM HOUSE, 2 1/2 FEET
 HX2687'SOUTHEAST OF A WIRE FENCE, 15 1/2 FEET EAST-NORTHEAST OF CENTER
 HX2687'OF A GAP IN FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 HX2687'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 HX2687'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1752 ***********************************************************************
 HX1752  DESIGNATION -  Q 93
 HX1752  PID         -  HX1752
 HX1752  STATE/COUNTY-  WV/ROANE
 HX1752  USGS QUAD   -  PENIEL (1957)
 HX1752
 HX1752                         *CURRENT SURVEY CONTROL
 HX1752  ___________________________________________________________________
 HX1752* NAD 83(1986)-  38 45 52.     (N)    081 29 08.     (W)     SCALED    
 HX1752* NAVD 88     -       275.508  (meters)     903.90   (feet)  ADJUSTED  
 HX1752  ___________________________________________________________________
 HX1752  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HX1752  DYNAMIC HT  -         275.326 (meters)     903.30  (feet)  COMP
 HX1752  MODELED GRAV-     979,959.6   (mgal)                       NAVD 88
 HX1752
 HX1752  VERT ORDER  -  SECOND    CLASS 0
 HX1752
 HX1752.The horizontal coordinates were scaled from a topographic map and have
 HX1752.an estimated accuracy of +/- 6 seconds.
 HX1752
 HX1752.The orthometric height was determined by differential leveling
 HX1752.and adjusted by the National Geodetic Survey in June 1991..
 HX1752
 HX1752.The geoid height was determined by GEOID03.
 HX1752
 HX1752.The dynamic height is computed by dividing the NAVD 88
 HX1752.geopotential number by the normal gravity value computed on the
 HX1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1752.degrees latitude (g = 980.6199 gals.).
 HX1752
 HX1752.The modeled gravity was interpolated from observed gravity values.
 HX1752
 HX1752;                    North         East    Units  Estimated Accuracy
 HX1752;SPC WV S     -   195,950.      557,800.      MT  (+/- 180 meters Scaled)
 HX1752
 HX1752                          SUPERSEDED SURVEY CONTROL
 HX1752
 HX1752  NGVD 29 (??/??/92)  275.676  (m)          904.45   (f) ADJ UNCH    2 0
 HX1752
 HX1752.Superseded values are not recommended for survey control.
 HX1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1752.See file dsdata.txt to determine how the superseded data were derived.
 HX1752
 HX1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC578907(NAD 83)
 HX1752_MARKER: DB = BENCH MARK DISK
 HX1752_SETTING: 66 = SET IN ROCK OUTCROP
 HX1752_SP_SET: ROCK CUT
 HX1752_STAMPING: Q 93 1956
 HX1752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1752+STABILITY: POSITION/ELEVATION WELL
 HX1752
 HX1752  HISTORY     - Date     Condition        Report By
 HX1752  HISTORY     - 1956     MONUMENTED       CGS
 HX1752
 HX1752                          STATION DESCRIPTION
 HX1752
 HX1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1752'5 MI S FROM PENIEL.
 HX1752'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING MIDDLE FORK
 HX1752'OF REEDY CREEK FROM JUNCTION OF U.S. HIGHWAY 33 AT PENIEL, THENCE
 HX1752'ABOUT 0.4 MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.65
 HX1752'MILE SOUTHEAST AND SOUTH ALONG A NARROW DIRT ROAD, ABOUT 0.7 MILE
 HX1752'SOUTH OF POINT WHERE GRAVEL ROAD FORDS A CREEK, ABOUT 0.6 MILE
 HX1752'SOUTH OF POINT DIRT ROAD FORDS A CREEK, ABOUT 0.05 MILE SOUTHEAST
 HX1752'OF A PLUGGED OIL WELL AND JUNCTION OF CREEK BRANCHES, 12 1/2 FEET
 HX1752'NORTHEAST OF CENTER LINE OF ROAD, ABOUT 70 YARDS NORTHWEST OF
 HX1752'CENTER OF GATE ACROSS DRIVE SOUTHWEST TO AN UNFINISHED CONCRETE
 HX1752'BLOCK HOUSE, SET VERTICALLY IN THE SOUTHWEST FACE OF A LAYERED
 HX1752'ROCK IN A CUT, AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2516 ***********************************************************************
 HX2516  DESIGNATION -  Q 94
 HX2516  PID         -  HX2516
 HX2516  STATE/COUNTY-  WV/ROANE
 HX2516  USGS QUAD   -  KENTUCK (1975)
 HX2516
 HX2516                         *CURRENT SURVEY CONTROL
 HX2516  ___________________________________________________________________
 HX2516* NAD 83(1986)-  38 40 26.     (N)    081 31 30.     (W)     SCALED    
 HX2516* NAVD 88     -       289.433  (meters)     949.58   (feet)  ADJUSTED  
 HX2516  ___________________________________________________________________
 HX2516  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HX2516  DYNAMIC HT  -         289.239 (meters)     948.95  (feet)  COMP
 HX2516  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 HX2516
 HX2516  VERT ORDER  -  SECOND    CLASS 0
 HX2516
 HX2516.The horizontal coordinates were scaled from a topographic map and have
 HX2516.an estimated accuracy of +/- 6 seconds.
 HX2516
 HX2516.The orthometric height was determined by differential leveling
 HX2516.and adjusted by the National Geodetic Survey in June 1991..
 HX2516
 HX2516.The geoid height was determined by GEOID03.
 HX2516
 HX2516.The dynamic height is computed by dividing the NAVD 88
 HX2516.geopotential number by the normal gravity value computed on the
 HX2516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2516.degrees latitude (g = 980.6199 gals.).
 HX2516
 HX2516.The modeled gravity was interpolated from observed gravity values.
 HX2516
 HX2516;                    North         East    Units  Estimated Accuracy
 HX2516;SPC WV S     -   185,920.      554,320.      MT  (+/- 180 meters Scaled)
 HX2516
 HX2516                          SUPERSEDED SURVEY CONTROL
 HX2516
 HX2516  NGVD 29 (??/??/92)  289.606  (m)          950.15   (f) ADJ UNCH    2 0
 HX2516
 HX2516.Superseded values are not recommended for survey control.
 HX2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2516.See file dsdata.txt to determine how the superseded data were derived.
 HX2516
 HX2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC543807(NAD 83)
 HX2516_MARKER: DB = BENCH MARK DISK
 HX2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2516_STAMPING: Q 94 1956
 HX2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2516+STABILITY: SURFACE MOTION
 HX2516
 HX2516  HISTORY     - Date     Condition        Report By
 HX2516  HISTORY     - 1956     MONUMENTED       CGS
 HX2516
 HX2516                          STATION DESCRIPTION
 HX2516
 HX2516'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2516'3.9 MI SW FROM HARMONY.
 HX2516'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM BRIDGE OVER
 HX2516'COX FORK AT HARMONY, THENCE ABOUT 1.1 MILES NORTHWEST ALONG A
 HX2516'GRAVEL ROAD, THENCE ABOUT 2.45 MILES SOUTHWEST ALONG A ROAD WHICH
 HX2516'LEADS THRU HIGBY RUN, THENCE ABOUT 0.15 MILE NORTHWEST ALONG A
 HX2516'GRAVEL ROAD FOLLOWING RIDGE, AT THE JUNCTION OF A DIRT ROAD
 HX2516'SOUTHWEST INTO WOLF CREEK, 23 FEET SOUTHWEST OF CENTER LINE OF
 HX2516'RIDGE ROAD, 47 FEET NORTHWEST OF CENTER LINE OF ROAD SOUTHWEST
 HX2516'AND DOWN HILL, 25 1/2 FEET NORTH-NORTHWEST OF A 26-INCH OAK TREE
 HX2516'IN A FENCE CORNER, 18 FEET NORTHWEST OF SOUTHWEST END OF A
 HX2516'12-INCH CONCRETE PIPE CULVERT UNDER RIDGE ROAD, 3 1/2 FEET
 HX2516'NORTHEAST OF A FENCE LINE, 4 FEET NORTHWEST OF A WHITE WOODEN
 HX2516'WITNESS POST, ABOUT LEVEL WITH ROADS AND SET IN THE TOP OF A
 HX2516'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1800 ***********************************************************************
 HX1800  DESIGNATION -  Q 95
 HX1800  PID         -  HX1800
 HX1800  STATE/COUNTY-  WV/KANAWHA
 HX1800  USGS QUAD   -  KETTLE (1975)
 HX1800
 HX1800                         *CURRENT SURVEY CONTROL
 HX1800  ___________________________________________________________________
 HX1800* NAD 83(1986)-  38 31 15.     (N)    081 29 31.     (W)     SCALED    
 HX1800* NAVD 88     -       215.545  (meters)     707.17   (feet)  ADJUSTED  
 HX1800  ___________________________________________________________________
 HX1800  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HX1800  DYNAMIC HT  -         215.397 (meters)     706.68  (feet)  COMP
 HX1800  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 HX1800
 HX1800  VERT ORDER  -  SECOND    CLASS 0
 HX1800
 HX1800.The horizontal coordinates were scaled from a topographic map and have
 HX1800.an estimated accuracy of +/- 6 seconds.
 HX1800
 HX1800.The orthometric height was determined by differential leveling
 HX1800.and adjusted by the National Geodetic Survey in June 1991..
 HX1800
 HX1800.The geoid height was determined by GEOID03.
 HX1800
 HX1800.The dynamic height is computed by dividing the NAVD 88
 HX1800.geopotential number by the normal gravity value computed on the
 HX1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1800.degrees latitude (g = 980.6199 gals.).
 HX1800
 HX1800.The modeled gravity was interpolated from observed gravity values.
 HX1800
 HX1800;                    North         East    Units  Estimated Accuracy
 HX1800;SPC WV S     -   168,910.      557,100.      MT  (+/- 180 meters Scaled)
 HX1800
 HX1800                          SUPERSEDED SURVEY CONTROL
 HX1800
 HX1800  NGVD 29 (??/??/92)  215.722  (m)          707.75   (f) ADJ UNCH    2 0
 HX1800
 HX1800.Superseded values are not recommended for survey control.
 HX1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1800.See file dsdata.txt to determine how the superseded data were derived.
 HX1800
 HX1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC571637(NAD 83)
 HX1800_MARKER: DB = BENCH MARK DISK
 HX1800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1800_SP_SET: BRIDGE
 HX1800_STAMPING: Q 95 1956
 HX1800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1800
 HX1800  HISTORY     - Date     Condition        Report By
 HX1800  HISTORY     - 1956     MONUMENTED       CGS
 HX1800
 HX1800                          STATION DESCRIPTION
 HX1800
 HX1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1800'1.6 MI NW FROM FRAME.
 HX1800'0.6 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX1800'AND STORE AT FRAME, THENCE ABOUT 1.0 MILE NORTHWEST ALONG A GRAVEL
 HX1800'ROAD LEADING TO KETTLE, IN THE TOP OF THE NORTHWEST END OF THE
 HX1800'NORTHEAST CONCRETE HEAD WALL OF AN 11-FOOT CONCRETE AND STONE
 HX1800'BRIDGE OVER A CREEK BRANCH, 11 FEET NORTHEAST OF CENTER LINE
 HX1800'OF ROAD AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2072 ***********************************************************************
 HX2072  DESIGNATION -  Q 96
 HX2072  PID         -  HX2072
 HX2072  STATE/COUNTY-  WV/KANAWHA
 HX2072  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2072
 HX2072                         *CURRENT SURVEY CONTROL
 HX2072  ___________________________________________________________________
 HX2072* NAD 83(1986)-  38 22 02.     (N)    081 35 35.     (W)     SCALED    
 HX2072* NAVD 88     -       248.778  (meters)     816.20   (feet)  ADJUSTED  
 HX2072  ___________________________________________________________________
 HX2072  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HX2072  DYNAMIC HT  -         248.602 (meters)     815.62  (feet)  COMP
 HX2072  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 HX2072
 HX2072  VERT ORDER  -  SECOND    CLASS 0
 HX2072
 HX2072.This mark is at Yeager Airport (CRW)
 HX2072
 HX2072.The horizontal coordinates were scaled from a topographic map and have
 HX2072.an estimated accuracy of +/- 6 seconds.
 HX2072
 HX2072.The orthometric height was determined by differential leveling
 HX2072.and adjusted by the National Geodetic Survey in June 1991..
 HX2072
 HX2072.The geoid height was determined by GEOID03.
 HX2072
 HX2072.The dynamic height is computed by dividing the NAVD 88
 HX2072.geopotential number by the normal gravity value computed on the
 HX2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2072.degrees latitude (g = 980.6199 gals.).
 HX2072
 HX2072.The modeled gravity was interpolated from observed gravity values.
 HX2072
 HX2072;                    North         East    Units  Estimated Accuracy
 HX2072;SPC WV S     -   151,910.      548,180.      MT  (+/- 180 meters Scaled)
 HX2072
 HX2072                          SUPERSEDED SURVEY CONTROL
 HX2072
 HX2072  NGVD 29 (??/??/92)  248.970  (m)          816.83   (f) ADJ UNCH    2 0
 HX2072
 HX2072.Superseded values are not recommended for survey control.
 HX2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2072.See file dsdata.txt to determine how the superseded data were derived.
 HX2072
 HX2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC481467(NAD 83)
 HX2072_MARKER: DB = BENCH MARK DISK
 HX2072_SETTING: 66 = SET IN ROCK OUTCROP
 HX2072_SP_SET: ROCK CUT
 HX2072_STAMPING: Q 96 1956
 HX2072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2072+STABILITY: POSITION/ELEVATION WELL
 HX2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX2072+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 HX2072
 HX2072  HISTORY     - Date     Condition        Report By
 HX2072  HISTORY     - 1956     MONUMENTED       CGS
 HX2072  HISTORY     - 20050915 GOOD             GEOCAC
 HX2072
 HX2072                          STATION DESCRIPTION
 HX2072
 HX2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2072'3.6 MI NE FROM CHARLESTON.
 HX2072'ABOUT 1.7 MILES NORTH AND NORTHEAST ALONG THE BALTIMORE AND OHIO
 HX2072'RAILROAD FROM THE FREIGHT STATION AND CROSSING OF BROAD STREET
 HX2072'AT CHARLESTON, THENCE ABOUT 1.3 MILES EAST AND SOUTHEAST ALONG
 HX2072'ELK TWO MILE ROAD, THENCE ABOUT 0.65 MILE NORTH ALONG AIRPORT
 HX2072'ROAD, ABOUT 0.5 MILE SOUTH OF ADMINISTRATION BUILDING OF KANAWAH
 HX2072'COUNTY AIRPORT, 26 FEET EAST OF CENTER LINE OF ROAD AND ON THE
 HX2072'OUTSIDE OF A CURVE IN ROAD, SET VERTICALLY IN THE WEST FACE OF A
 HX2072'TALL ROCK CUT, 8 YARDS SOUTH OF NORTH END OF ROCK CUT AND ABOUT
 HX2072'1 1/2 FEET ABOVE LEVEL OF ROAD.
 HX2072
 HX2072                          STATION RECOVERY (2005)
 HX2072
 HX2072'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HX2072'THE DISK IS APPROXIMATLY 0.5 FEET ABOVE THE CONCRETE LINED DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2579 ***********************************************************************
 HX2579  DESIGNATION -  Q 98
 HX2579  PID         -  HX2579
 HX2579  STATE/COUNTY-  WV/KANAWHA
 HX2579  USGS QUAD   -  SISSONVILLE (1958)
 HX2579
 HX2579                         *CURRENT SURVEY CONTROL
 HX2579  ___________________________________________________________________
 HX2579* NAD 83(1986)-  38 31 00.     (N)    081 42 37.     (W)     SCALED    
 HX2579* NAVD 88     -       181.335  (meters)     594.93   (feet)  ADJUSTED  
 HX2579  ___________________________________________________________________
 HX2579  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HX2579  DYNAMIC HT  -         181.210 (meters)     594.52  (feet)  COMP
 HX2579  MODELED GRAV-     979,935.5   (mgal)                       NAVD 88
 HX2579
 HX2579  VERT ORDER  -  SECOND    CLASS 0
 HX2579
 HX2579.The horizontal coordinates were scaled from a topographic map and have
 HX2579.an estimated accuracy of +/- 6 seconds.
 HX2579
 HX2579.The orthometric height was determined by differential leveling
 HX2579.and adjusted by the National Geodetic Survey in June 1991..
 HX2579
 HX2579.The geoid height was determined by GEOID03.
 HX2579
 HX2579.The dynamic height is computed by dividing the NAVD 88
 HX2579.geopotential number by the normal gravity value computed on the
 HX2579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2579.degrees latitude (g = 980.6199 gals.).
 HX2579
 HX2579.The modeled gravity was interpolated from observed gravity values.
 HX2579
 HX2579;                    North         East    Units  Estimated Accuracy
 HX2579;SPC WV S     -   168,570.      538,060.      MT  (+/- 180 meters Scaled)
 HX2579
 HX2579                          SUPERSEDED SURVEY CONTROL
 HX2579
 HX2579  NGVD 29 (??/??/92)  181.523  (m)          595.55   (f) ADJ UNCH    2 0
 HX2579
 HX2579.Superseded values are not recommended for survey control.
 HX2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2579.See file dsdata.txt to determine how the superseded data were derived.
 HX2579
 HX2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC380633(NAD 83)
 HX2579_MARKER: DB = BENCH MARK DISK
 HX2579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2579_STAMPING: Q 98 1956
 HX2579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2579+STABILITY: SURFACE MOTION
 HX2579
 HX2579  HISTORY     - Date     Condition        Report By
 HX2579  HISTORY     - 1956     MONUMENTED       CGS
 HX2579
 HX2579                          STATION DESCRIPTION
 HX2579
 HX2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2579'8.4 MI W FROM SISSONVILLE.
 HX2579'ABOUT 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 21 FROM THE HIGH
 HX2579'SCHOOL AT SISSONVILLE, THENCE ABOUT 3.0 MILES NORTHWEST AND
 HX2579'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 1.15 MILES
 HX2579'NORTHWEST ALONG A GRAVEL ROAD FOLLOWING DERRICK CREEK, THENCE
 HX2579'ABOUT 1.4 MILES WEST ALONG A ROAD LEADING OVER GAP INTO FROG
 HX2579'CREEK, AT THE JUNCTION OF ROADS EAST AND WEST TO FARM HOUSES, 24
 HX2579'FEET NORTHEAST OF CENTER LINE OF ROAD, 179 FEET NORTHWEST OF
 HX2579'NORTH CORNER OF WOODEN DECK BRIDGE OVER FROG CREEK, 29 1/2
 HX2579'FEET EAST-SOUTHEAST OF A 50-INCH ELM TREE, 15 FEET NORTH OF
 HX2579'CENTER LINE OF ROAD EAST TO FARM, 2 FEET SOUTHEAST OF A WHITE
 HX2579'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND
 HX2579'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2390 ***********************************************************************
 HX2390  DESIGNATION -  Q 99
 HX2390  PID         -  HX2390
 HX2390  STATE/COUNTY-  WV/JACKSON
 HX2390  USGS QUAD   -  SISSONVILLE (1958)
 HX2390
 HX2390                         *CURRENT SURVEY CONTROL
 HX2390  ___________________________________________________________________
 HX2390* NAD 83(1986)-  38 36 47.     (N)    081 39 11.     (W)     SCALED    
 HX2390* NAVD 88     -       200.249  (meters)     656.98   (feet)  ADJUSTED  
 HX2390  ___________________________________________________________________
 HX2390  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HX2390  DYNAMIC HT  -         200.113 (meters)     656.54  (feet)  COMP
 HX2390  MODELED GRAV-     979,946.2   (mgal)                       NAVD 88
 HX2390
 HX2390  VERT ORDER  -  SECOND    CLASS 0
 HX2390
 HX2390.The horizontal coordinates were scaled from a topographic map and have
 HX2390.an estimated accuracy of +/- 6 seconds.
 HX2390
 HX2390.The orthometric height was determined by differential leveling
 HX2390.and adjusted by the National Geodetic Survey in June 1991..
 HX2390
 HX2390.The geoid height was determined by GEOID03.
 HX2390
 HX2390.The dynamic height is computed by dividing the NAVD 88
 HX2390.geopotential number by the normal gravity value computed on the
 HX2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2390.degrees latitude (g = 980.6199 gals.).
 HX2390
 HX2390.The modeled gravity was interpolated from observed gravity values.
 HX2390
 HX2390;                    North         East    Units  Estimated Accuracy
 HX2390;SPC WV S     -   179,230.      543,120.      MT  (+/- 180 meters Scaled)
 HX2390
 HX2390                          SUPERSEDED SURVEY CONTROL
 HX2390
 HX2390  NGVD 29 (??/??/92)  200.432  (m)          657.58   (f) ADJ UNCH    2 0
 HX2390
 HX2390.Superseded values are not recommended for survey control.
 HX2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2390.See file dsdata.txt to determine how the superseded data were derived.
 HX2390
 HX2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC431740(NAD 83)
 HX2390_MARKER: DB = BENCH MARK DISK
 HX2390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2390_SP_SET: CULVERT
 HX2390_STAMPING: Q 99 1956
 HX2390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2390
 HX2390  HISTORY     - Date     Condition        Report By
 HX2390  HISTORY     - 1956     MONUMENTED       CGS
 HX2390
 HX2390                          STATION DESCRIPTION
 HX2390
 HX2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2390'5.6 MI S FROM KENNA.
 HX2390'ABOUT 5.6 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION
 HX2390'OF ROAD EAST TO KENTUCK AT KENNA, ABOUT 0.1 MILE NORTH OF JUNCTION
 HX2390'OF A GRAVEL ROAD WEST INTO DOG FORK, IN THE TOP OF THE NORTHWEST
 HX2390'END OF THE NORTHEAST CONCRETE HEAD WALL OF A 10-FOOT CONCRETE
 HX2390'AND STONE CULVERT UNDER HIGHWAY, 20 FEET NORTHEAST OF CENTER
 HX2390'LINE OF HIGHWAY AND ON THE OUTSIDE OF A CURVE AND ABOUT 4 FEET
 HX2390'BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3033 ***********************************************************************
 HX3033  DESIGNATION -  QUICK
 HX3033  PID         -  HX3033
 HX3033  STATE/COUNTY-  WV/KANAWHA
 HX3033  USGS QUAD   -  BLUE CREEK (1995)
 HX3033
 HX3033                         *CURRENT SURVEY CONTROL
 HX3033  ___________________________________________________________________
 HX3033* NAD 83(1995)-  38 23 24.77783(N)    081 23 02.53362(W)     ADJUSTED  
 HX3033* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 HX3033  ___________________________________________________________________
 HX3033  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 HX3033  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HX3033
 HX3033  HORZ ORDER  -  FIRST
 HX3033
 HX3033.The horizontal coordinates were established by classical geodetic methods
 HX3033.and adjusted by the National Geodetic Survey in April 1998..
 HX3033
 HX3033.The orthometric height was scaled from a topographic map.
 HX3033
 HX3033.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3033
 HX3033.The geoid height was determined by GEOID03.
 HX3033
 HX3033;                    North         East     Units Scale Factor Converg.
 HX3033;SPC WV S     -   154,368.469   566,450.966   MT  0.99993210   -0 14 14.7
 HX3033;UTM  17      - 4,249,181.546   466,461.955   MT  0.99961385   -0 14 18.6
 HX3033
 HX3033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3033!SPC WV S     -   0.99993990  x   0.99993210  =   0.99987200
 HX3033!UTM  17      -   0.99993990  x   0.99961385  =   0.99955377
 HX3033
 HX3033|---------------------------------------------------------------------|
 HX3033| PID    Reference Object                     Distance      Geod. Az  |
 HX3033|                                                           dddmmss.s |
 HX3033| DC4147 QUICK RM 2                           18.176 METERS 10448     |
 HX3033| DC4145 QUICK AZ MK                                        1545720.8 |
 HX3033| DC4146 QUICK RM 1                           29.184 METERS 23815     |
 HX3033|---------------------------------------------------------------------|
 HX3033
 HX3033                          SUPERSEDED SURVEY CONTROL
 HX3033
 HX3033  NAD 83(1986)-  38 23 24.78604(N)    081 23 02.54071(W) AD(       ) 1
 HX3033  NAD 27      -  38 23 24.42600(N)    081 23 03.11700(W) AD(       ) 1
 HX3033
 HX3033.Superseded values are not recommended for survey control.
 HX3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3033.See file dsdata.txt to determine how the superseded data were derived.
 HX3033
 HX3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6646249182(NAD 83)
 HX3033_MARKER: DS = TRIANGULATION STATION DISK
 HX3033_SETTING: 0 = UNSPECIFIED SETTING
 HX3033
 HX3033  HISTORY     - Date     Condition        Report By
 HX3033  HISTORY     - 1944     MONUMENTED       CGS
 HX3033
 HX3033                          STATION DESCRIPTION
 HX3033
 HX3033'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3033'STATION IS LOCATED
 HX3033'ABOUT 15 MILES ENE
 HX3033'OF CHARLESTON, 7-1/2 MILES SSW OF CLENDENIN,
 HX3033'1-1/2 MILES NE OF THE VILLAGE OF
 HX3033'QUICK, ON THE SUMMIT OF A PROMINENT
 HX3033'TIMBERED HILL OWNED BY MR. HARRISON SHAFFER.  IT IS
 HX3033'15.5
 HX3033'FEET NE OF A TRIANGULAR BLAZE ON A 15-INCH ELM TREE, 1.5 FEET S
 HX3033'OF AN E-W FENCE
 HX3033'LINE, AND 22 FEET E OF AN 18-INCH HICKORY TREE.
 HX3033'THE DISK IS STAMPED QUICK 1944.
 HX3033'
 HX3033'SURFACE-STATION MARK AND REFERENCE MARKS ARE BRONZE DISKS
 HX3033'SET IN CONCRETE AT
 HX3033'THE CENTERS OF THE TOPS OF TILES.  UNDERGROUND
 HX3033'MARK IS A BRONZE DISK SET IN THE TOP
 HX3033'OF A CONCRETE POST.  AZIMUTH
 HX3033'MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A LARGE
 HX3033'BOULDER.
 HX3033'
 HX3033'REFERENCE MARK 1 IS 10.5 FEET W OF AN 18-INCH ELM TREE AND
 HX3033'IS STAMPED QUICK NO 1 1944.
 HX3033'
 HX3033'REFERENCE MARK 2 IS 4 FEET SW OF THE FENCE AND IS STAMPED
 HX3033'QUICK NO 2 1944.
 HX3033'
 HX3033'AZIMUTH MARK IS ABOUT 12 FEET HIGHER THAN THE ROAD, 21 FEET
 HX3033'S OF THE CENTER
 HX3033'LINE OF THE ROAD, 11 FEET W OF A WITNESS POST,
 HX3033'AND 100 FEET SW OF THE CURVE OF
 HX3033'THE ROAD.  IT IS STAMPED QUICK 1944.
 HX3033'
 HX3033'TO REACH THE STATION FROM THE NW JCT. OF U.S. HIGHWAYS 119
 HX3033'AND 21 AT
 HX3033'CHARLESTON, GO NE ON HIGHWAY 119 FOR 8 MILES TO A
 HX3033'PAVED ROAD LEADING RIGHT AT
 HX3033'SIGN READING COCO 9, QUICK 10,
 HX3033'TURN RIGHT ON PAVED ROAD AND GO 0.35 MILE TO A
 HX3033'T-INTERSECTION
 HX3033'AFTER CROSSING BRIDGE, TURN LEFT AND GO 2.8 MILES TO A SURFACED
 HX3033'ROAD RIGHT,
 HX3033'KEEP RIGHT AND GO 6.1 MILES TO THE END OF THE SURFACED
 HX3033'ROAD IN THE VILLAGE OF QUICK.
 HX3033'CONTINUE STRAIGHT AHEAD ON
 HX3033'MAIN ROAD FOR 1.65 MILES TO A SURFACED ROAD LEFT,
 HX3033'TURN LEFT AND
 HX3033'GO 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT
 HX3033'AHEAD FOR 0.55
 HX3033'MILE TO A DIRT ROAD LEFT, TURN LEFT AND GO 0.6
 HX3033'MILE TO A TRACK ROAD LEFT, TURN
 HX3033'LEFT ON TRACK ROAD FOR 0.55 MILE,
 HX3033'THEN LEFT FORK 0.5 MILE TO THE END OF THE ROAD AND
 HX3033'MR. SHAFFERS
 HX3033'HOUSE.  TURN RIGHT IN FRONT OF THE HOUSE AND GO ABOUT 0.05 MILE
 HX3033'TO THE TOP OF THE
 HX3033'RIDGE, TURN RIGHT AND FOLLOW RIDGE ABOUT 0.15
 HX3033'MILE TO THE HIGHEST POINT AND STATION.
 HX3033'
 HX3033'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0213 ***********************************************************************
 JX0213  DESIGNATION -  R 1
 JX0213  PID         -  JX0213
 JX0213  STATE/COUNTY-  WV/TAYLOR
 JX0213  USGS QUAD   -  GRAFTON (1976)
 JX0213
 JX0213                         *CURRENT SURVEY CONTROL
 JX0213  ___________________________________________________________________
 JX0213* NAD 83(1986)-  39 20 24.     (N)    080 01 03.     (W)     SCALED    
 JX0213* NAVD 88     -       305.035  (meters)    1000.77   (feet)  ADJUSTED  
 JX0213  ___________________________________________________________________
 JX0213  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JX0213  DYNAMIC HT  -         304.845 (meters)    1000.15  (feet)  COMP
 JX0213  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 JX0213
 JX0213  VERT ORDER  -  FIRST     CLASS II
 JX0213
 JX0213.The horizontal coordinates were scaled from a topographic map and have
 JX0213.an estimated accuracy of +/- 6 seconds.
 JX0213
 JX0213.The orthometric height was determined by differential leveling
 JX0213.and adjusted by the National Geodetic Survey in June 1991..
 JX0213.WARNING-Repeat measurements at this control monument indicate possible
 JX0213.vertical movement.
 JX0213
 JX0213.The geoid height was determined by GEOID03.
 JX0213
 JX0213.The dynamic height is computed by dividing the NAVD 88
 JX0213.geopotential number by the normal gravity value computed on the
 JX0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0213.degrees latitude (g = 980.6199 gals.).
 JX0213
 JX0213.The modeled gravity was interpolated from observed gravity values.
 JX0213
 JX0213;                    North         East    Units  Estimated Accuracy
 JX0213;SPC WV N     -    93,380.      555,390.      MT  (+/- 180 meters Scaled)
 JX0213
 JX0213                          SUPERSEDED SURVEY CONTROL
 JX0213
 JX0213  NGVD 29 (??/??/92)  305.218  (m)         1001.37   (f) ADJ UNCH    1 2
 JX0213
 JX0213.Superseded values are not recommended for survey control.
 JX0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0213.See file dsdata.txt to determine how the superseded data were derived.
 JX0213
 JX0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND846549(NAD 83)
 JX0213_MARKER: DB = BENCH MARK DISK
 JX0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0213_STAMPING: R 1 1933
 JX0213_MARK LOGO: CGS   
 JX0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0213
 JX0213  HISTORY     - Date     Condition        Report By
 JX0213  HISTORY     - 1933     MONUMENTED       CGS
 JX0213  HISTORY     - 1943     GOOD             NGS
 JX0213  HISTORY     - 1983     GOOD             NGS
 JX0213  HISTORY     - 1983     GOOD             NGS
 JX0213  HISTORY     - 1983     GOOD             NGS
 JX0213
 JX0213                          STATION DESCRIPTION
 JX0213
 JX0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0213'AT GRAFTON.
 JX0213'AT GRAFTON, TAYLOR COUNTY, AT THE BALTIMORE AND OHIO RAILROAD
 JX0213'STATION, 70 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, 50
 JX0213'FEET EAST OF THE STAIRWAY TO THE MAIN ENTRANCE, AT THE EAST
 JX0213'ENTRANCE, IN THE WEST END OF THE DOOR SILL, AND ABOUT 6 INCHES
 JX0213'ABOVE THE PLATFORM.  A STANDARD DISK, STAMPED R 1 1933.
 JX0213
 JX0213                          STATION RECOVERY (1983)
 JX0213
 JX0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0213'RECOVERED IN GOOD CONDITION.
 JX0213
 JX0213                          STATION RECOVERY (1983)
 JX0213
 JX0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0213'RECOVERED IN GOOD CONDITION.
 JX0213
 JX0213                          STATION RECOVERY (1983)
 JX0213
 JX0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1483 ***********************************************************************
 HX1483  DESIGNATION -  R 10
 HX1483  PID         -  HX1483
 HX1483  STATE/COUNTY-  WV/BRAXTON
 HX1483  USGS QUAD   -  BURNSVILLE (1989)
 HX1483
 HX1483                         *CURRENT SURVEY CONTROL
 HX1483  ___________________________________________________________________
 HX1483* NAD 83(1986)-  38 51 26.     (N)    080 39 33.     (W)     SCALED    
 HX1483* NAVD 88     -       232.425  (meters)     762.55   (feet)  ADJUSTED  
 HX1483  ___________________________________________________________________
 HX1483  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HX1483  DYNAMIC HT  -         232.275 (meters)     762.06  (feet)  COMP
 HX1483  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 HX1483
 HX1483  VERT ORDER  -  SECOND    CLASS 0
 HX1483
 HX1483.The horizontal coordinates were scaled from a topographic map and have
 HX1483.an estimated accuracy of +/- 6 seconds.
 HX1483
 HX1483.The orthometric height was determined by differential leveling
 HX1483.and adjusted by the National Geodetic Survey in June 1991..
 HX1483
 HX1483.The geoid height was determined by GEOID03.
 HX1483
 HX1483.The dynamic height is computed by dividing the NAVD 88
 HX1483.geopotential number by the normal gravity value computed on the
 HX1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1483.degrees latitude (g = 980.6199 gals.).
 HX1483
 HX1483.The modeled gravity was interpolated from observed gravity values.
 HX1483
 HX1483;                    North         East    Units  Estimated Accuracy
 HX1483;SPC WV S     -   206,190.      629,580.      MT  (+/- 180 meters Scaled)
 HX1483
 HX1483                          SUPERSEDED SURVEY CONTROL
 HX1483
 HX1483  NGVD 29 (??/??/92)  232.631  (m)          763.22   (f) ADJ UNCH    2 0
 HX1483
 HX1483.Superseded values are not recommended for survey control.
 HX1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1483.See file dsdata.txt to determine how the superseded data were derived.
 HX1483
 HX1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND295009(NAD 83)
 HX1483_MARKER: DB = BENCH MARK DISK
 HX1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1483_STAMPING: R 10 1933
 HX1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1483+STABILITY: SURFACE MOTION
 HX1483
 HX1483  HISTORY     - Date     Condition        Report By
 HX1483  HISTORY     - 1933     MONUMENTED       CGS
 HX1483  HISTORY     - 1962     GOOD             NGS
 HX1483
 HX1483                          STATION DESCRIPTION
 HX1483
 HX1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1483'AT BURNSVILLE.
 HX1483'ABOUT 0.1 MILE WEST ALONG COUNTY ROAD 3 FROM THE POST OFFICE AT
 HX1483'BURNSVILLE, AT A BLACK TOP ROAD CROSSING, 285 FEET SOUTHWEST
 HX1483'OF A RAILROAD BRIDGE 734, 32 FEET SOUTHWEST OF A GENERAL ELECTRIC
 HX1483'APPLIANCE SUPPLY COMPANY STORE, 11 FEET SOUTHEAST OF THE SOUTHEAST
 HX1483'RAIL, 7 FEET NORTHWEST OF A FIRE PLUG, 6-INCHES SOUTHWEST OF
 HX1483'A STEEL WITNESS POST, ABOUT LEVEL WITH THE GROUND, AND IS SET IN
 HX1483'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1231 ***********************************************************************
 JX1231  DESIGNATION -  R 100
 JX1231  PID         -  JX1231
 JX1231  STATE/COUNTY-  WV/WOOD
 JX1231  USGS QUAD   -  LUBECK (1994)
 JX1231
 JX1231                         *CURRENT SURVEY CONTROL
 JX1231  ___________________________________________________________________
 JX1231* NAD 83(1986)-  39 07 33.     (N)    081 39 47.     (W)     SCALED    
 JX1231* NAVD 88     -       199.005  (meters)     652.90   (feet)  ADJUSTED  
 JX1231  ___________________________________________________________________
 JX1231  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JX1231  DYNAMIC HT  -         198.880 (meters)     652.49  (feet)  COMP
 JX1231  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 JX1231
 JX1231  VERT ORDER  -  SECOND    CLASS 0
 JX1231
 JX1231.The horizontal coordinates were scaled from a topographic map and have
 JX1231.an estimated accuracy of +/- 6 seconds.
 JX1231
 JX1231.The orthometric height was determined by differential leveling
 JX1231.and adjusted by the National Geodetic Survey in June 1991..
 JX1231
 JX1231.The geoid height was determined by GEOID03.
 JX1231
 JX1231.The dynamic height is computed by dividing the NAVD 88
 JX1231.geopotential number by the normal gravity value computed on the
 JX1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1231.degrees latitude (g = 980.6199 gals.).
 JX1231
 JX1231.The modeled gravity was interpolated from observed gravity values.
 JX1231
 JX1231;                    North         East    Units  Estimated Accuracy
 JX1231;SPC WV N     -    71,730.      412,980.      MT  (+/- 180 meters Scaled)
 JX1231
 JX1231                          SUPERSEDED SURVEY CONTROL
 JX1231
 JX1231  NGVD 29 (??/??/92)  199.181  (m)          653.48   (f) ADJ UNCH    2 0
 JX1231
 JX1231.Superseded values are not recommended for survey control.
 JX1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1231.See file dsdata.txt to determine how the superseded data were derived.
 JX1231
 JX1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD426309(NAD 83)
 JX1231_MARKER: DB = BENCH MARK DISK
 JX1231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1231_SP_SET: BRIDGE
 JX1231_STAMPING: R 100 1956
 JX1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1231
 JX1231  HISTORY     - Date     Condition        Report By
 JX1231  HISTORY     - 1956     MONUMENTED       CGS
 JX1231  HISTORY     - 1976     GOOD             NGS
 JX1231  HISTORY     - 1984     GOOD             NGS
 JX1231
 JX1231                          STATION DESCRIPTION
 JX1231
 JX1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1231'4.8 MI E FROM BELLEVILLE.
 JX1231'4.75 MILES EAST ALONG A GRAVEL ROAD FROM THE BALTIMORE AND
 JX1231'OHIO RAILROAD STATION AND INTERSECTION OF STATE HIGHWAY 2 AT
 JX1231'BELLEVILLE, ABOUT 0.4 MILE SOUTHEAST OF JUNCTION OF A ROAD
 JX1231'SOUTHWEST, ABOUT 0.25 MILE SOUTHEAST OF A SMALL CEMETERY, IN
 JX1231'THE TOP OF THE NORTHEAST CORNER OF LOW WATER CONCRETE BRIDGE
 JX1231'ACROSS MUD LICK, 12 FEET NORTH OF CENTER LINE OF ROAD, 1/2
 JX1231'FOOT NORTH OF A 1 1/2-INCH STEEL PIPE PROJECTING OUT OF NORTHEAST
 JX1231'CORNER OF BRIDGE AND ABOUT LEVEL WITH ROAD.  NOTE-- MARK IS
 JX1231'REACHED FROM WADEVILLE, WOOD COUNTY, BY GOING ABOUT 2.55
 JX1231'MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER
 JX1231'NORTH FOLK OF LEE CREEK, THENCE ABOUT 0.25 MILE WEST ALONG A
 JX1231'GRAVEL ROAD LEADING TO BELLEVILLE.
 JX1231
 JX1231                          STATION RECOVERY (1976)
 JX1231
 JX1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1231'RECOVERED IN GOOD CONDITION.
 JX1231
 JX1231                          STATION RECOVERY (1984)
 JX1231
 JX1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1237 ***********************************************************************
 JX1237  DESIGNATION -  R 101
 JX1237  PID         -  JX1237
 JX1237  STATE/COUNTY-  WV/WOOD
 JX1237  USGS QUAD   -  ROCKPORT (1975)
 JX1237
 JX1237                         *CURRENT SURVEY CONTROL
 JX1237  ___________________________________________________________________
 JX1237* NAD 83(1986)-  39 05 00.     (N)    081 35 56.     (W)     SCALED    
 JX1237* NAVD 88     -       321.245  (meters)    1053.95   (feet)  ADJUSTED  
 JX1237  ___________________________________________________________________
 JX1237  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JX1237  DYNAMIC HT  -         321.043 (meters)    1053.29  (feet)  COMP
 JX1237  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JX1237
 JX1237  VERT ORDER  -  SECOND    CLASS 0
 JX1237
 JX1237.The horizontal coordinates were scaled from a topographic map and have
 JX1237.an estimated accuracy of +/- 6 seconds.
 JX1237
 JX1237.The orthometric height was determined by differential leveling
 JX1237.and adjusted by the National Geodetic Survey in June 1991..
 JX1237
 JX1237.The geoid height was determined by GEOID03.
 JX1237
 JX1237.The dynamic height is computed by dividing the NAVD 88
 JX1237.geopotential number by the normal gravity value computed on the
 JX1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1237.degrees latitude (g = 980.6199 gals.).
 JX1237
 JX1237.The modeled gravity was interpolated from observed gravity values.
 JX1237
 JX1237;                    North         East    Units  Estimated Accuracy
 JX1237;SPC WV N     -    66,880.      418,410.      MT  (+/- 180 meters Scaled)
 JX1237
 JX1237                          SUPERSEDED SURVEY CONTROL
 JX1237
 JX1237  NGVD 29 (??/??/92)  321.404  (m)         1054.47   (f) ADJ UNCH    2 0
 JX1237
 JX1237.Superseded values are not recommended for survey control.
 JX1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1237.See file dsdata.txt to determine how the superseded data were derived.
 JX1237
 JX1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD482261(NAD 83)
 JX1237_MARKER: DB = BENCH MARK DISK
 JX1237_SETTING: 66 = SET IN ROCK OUTCROP
 JX1237_SP_SET: ROCK LEDGE
 JX1237_STAMPING: R 101 1956
 JX1237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1237+STABILITY: POSITION/ELEVATION WELL
 JX1237
 JX1237  HISTORY     - Date     Condition        Report By
 JX1237  HISTORY     - 1956     MONUMENTED       CGS
 JX1237
 JX1237                          STATION DESCRIPTION
 JX1237
 JX1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1237'2.9 MI NW FROM ROCKPORT.
 JX1237'2.9 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL
 JX1237'AND JUNCTION OF U.S. HIGHWAY 21 AT ROCKPORT, 344 FEET EAST OF
 JX1237'CENTER OF JUNCTION OF GRAVEL ROAD AND AN ABANDONED ROAD LEADING
 JX1237'SOUTHWEST AND DOWNHILL INTO BEAR RUN, SET IN THE TOP OF AN
 JX1237'OUTCROPPED SANDSTONE LEDGE ABOUT 1 1/2 BY 4 1/2 FEET, 32 FEET
 JX1237'NORTH OF CENTER LINE OF ROAD, 22 FEET NORTH-NORTHEAST OF CENTER OF
 JX1237'A FARM GATE, 10 FEET EAST OF A LONE 24-INCH OAK TREE, 5 FEET EAST
 JX1237'OF CENTER LINE OF A DIM FARM DRIVE, 15 FEET EAST-NORTHEAST OF
 JX1237'EAST CORNER OF A 12-INCH TRIANGLE CUT IN THE TOP OF A FLAT
 JX1237'SURFACE BOULDER ABOUT 7 BY 5 FEET AND ABOUT 1 FOOT BELOW LEVEL
 JX1237'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2670 ***********************************************************************
 HX2670  DESIGNATION -  R 102
 HX2670  PID         -  HX2670
 HX2670  STATE/COUNTY-  WV/JACKSON
 HX2670  USGS QUAD   -  LIVERPOOL (1975)
 HX2670
 HX2670                         *CURRENT SURVEY CONTROL
 HX2670  ___________________________________________________________________
 HX2670* NAD 83(1986)-  38 58 44.     (N)    081 35 06.     (W)     SCALED    
 HX2670* NAVD 88     -       194.480  (meters)     638.06   (feet)  ADJUSTED  
 HX2670  ___________________________________________________________________
 HX2670  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 HX2670  DYNAMIC HT  -         194.355 (meters)     637.65  (feet)  COMP
 HX2670  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 HX2670
 HX2670  VERT ORDER  -  SECOND    CLASS 0
 HX2670
 HX2670.The horizontal coordinates were scaled from a topographic map and have
 HX2670.an estimated accuracy of +/- 6 seconds.
 HX2670
 HX2670.The orthometric height was determined by differential leveling
 HX2670.and adjusted by the National Geodetic Survey in June 1991..
 HX2670
 HX2670.The geoid height was determined by GEOID03.
 HX2670
 HX2670.The dynamic height is computed by dividing the NAVD 88
 HX2670.geopotential number by the normal gravity value computed on the
 HX2670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2670.degrees latitude (g = 980.6199 gals.).
 HX2670
 HX2670.The modeled gravity was interpolated from observed gravity values.
 HX2670
 HX2670;                    North         East    Units  Estimated Accuracy
 HX2670;SPC WV S     -   219,810.      549,310.      MT  (+/- 180 meters Scaled)
 HX2670
 HX2670                          SUPERSEDED SURVEY CONTROL
 HX2670
 HX2670  NGVD 29 (??/??/92)  194.654  (m)          638.63   (f) ADJ UNCH    2 0
 HX2670
 HX2670.Superseded values are not recommended for survey control.
 HX2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2670.See file dsdata.txt to determine how the superseded data were derived.
 HX2670
 HX2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD493145(NAD 83)
 HX2670_MARKER: DB = BENCH MARK DISK
 HX2670_SETTING: 66 = SET IN ROCK OUTCROP
 HX2670_SP_SET: ROCK LEDGE
 HX2670_STAMPING: R 102 1956
 HX2670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2670+STABILITY: POSITION/ELEVATION WELL
 HX2670
 HX2670  HISTORY     - Date     Condition        Report By
 HX2670  HISTORY     - 1956     MONUMENTED       CGS
 HX2670  HISTORY     - 1976     GOOD             NGS
 HX2670
 HX2670                          STATION DESCRIPTION
 HX2670
 HX2670'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2670'2.3 MI NE FROM LOCKHART.
 HX2670'ABOUT 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 21 FROM BALDERSONS
 HX2670'STORE AT LOCKHART, ABOUT 0.25 MILE SOUTHWEST OF SHEPARDS CHAPEL
 HX2670'METHODIST CHURCH, AT WISEBURG, IN THE TOP OF AN OUTCROPPING
 HX2670'SANDSTONE LEDGE PROJECTING OUT OF CUT BANK, 29 1/2 FEET
 HX2670'WEST-NORTHWEST OF CENTER LINE OF HIGHWAY, 109 FEET SOUTHWEST
 HX2670'OF SOUTHWEST END OF NORTHWEST BANISTER OF A CONCRETE BRIDGE OVER
 HX2670'FARLEY RUN, 103 FEET SOUTH OF SOUTH CORNER OF A WHITE FRAME
 HX2670'HOUSE, 29 1/2 FEET EAST-NORTHEAST OF A FENCE CORNER, AND ABOUT
 HX2670'5 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 HX2670
 HX2670                          STATION RECOVERY (1976)
 HX2670
 HX2670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2449 ***********************************************************************
 HX2449  DESIGNATION -  R 103
 HX2449  PID         -  HX2449
 HX2449  STATE/COUNTY-  WV/JACKSON
 HX2449  USGS QUAD   -  SANDYVILLE (1988)
 HX2449
 HX2449                         *CURRENT SURVEY CONTROL
 HX2449  ___________________________________________________________________
 HX2449* NAD 83(1986)-  38 52 42.     (N)    081 41 20.     (W)     SCALED    
 HX2449* NAVD 88     -       186.612  (meters)     612.24   (feet)  ADJUSTED  
 HX2449  ___________________________________________________________________
 HX2449  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HX2449  DYNAMIC HT  -         186.491 (meters)     611.85  (feet)  COMP
 HX2449  MODELED GRAV-     979,975.2   (mgal)                       NAVD 88
 HX2449
 HX2449  VERT ORDER  -  SECOND    CLASS 0
 HX2449
 HX2449.The horizontal coordinates were scaled from a topographic map and have
 HX2449.an estimated accuracy of +/- 6 seconds.
 HX2449
 HX2449.The orthometric height was determined by differential leveling
 HX2449.and adjusted by the National Geodetic Survey in June 1991..
 HX2449
 HX2449.The geoid height was determined by GEOID03.
 HX2449
 HX2449.The dynamic height is computed by dividing the NAVD 88
 HX2449.geopotential number by the normal gravity value computed on the
 HX2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2449.degrees latitude (g = 980.6199 gals.).
 HX2449
 HX2449.The modeled gravity was interpolated from observed gravity values.
 HX2449
 HX2449;                    North         East    Units  Estimated Accuracy
 HX2449;SPC WV S     -   208,700.      540,220.      MT  (+/- 180 meters Scaled)
 HX2449
 HX2449                          SUPERSEDED SURVEY CONTROL
 HX2449
 HX2449  NGVD 29 (??/??/92)  186.784  (m)          612.81   (f) ADJ UNCH    2 0
 HX2449
 HX2449.Superseded values are not recommended for survey control.
 HX2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2449.See file dsdata.txt to determine how the superseded data were derived.
 HX2449
 HX2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD402035(NAD 83)
 HX2449_MARKER: DB = BENCH MARK DISK
 HX2449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2449_SP_SET: ABUTMENT
 HX2449_STAMPING: R 103 1956
 HX2449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2449
 HX2449  HISTORY     - Date     Condition        Report By
 HX2449  HISTORY     - 1956     MONUMENTED       CGS
 HX2449  HISTORY     - 1976     GOOD             NGS
 HX2449
 HX2449                          STATION DESCRIPTION
 HX2449
 HX2449'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2449'3 MI SW FROM NEW ERA.
 HX2449'ABOUT 3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 21 FROM GILMORE
 HX2449'HIGH SCHOOL AT NEW ERA, ABOUT 4.55 MLES NORTHEAST OF INTERSECTION
 HX2449'OF U.S. HIGHWAY 33 AND POST OFFICE AT RIPLEY, ABOUT 0.25 MILE SOUTH
 HX2449'OF HIGHWAY BRIDGE OVER MUD RUN, IN THE TOP OF THE NORTH END OF
 HX2449'EAST ABUTMENT OF A 20-FOOT CONCRETE AND STEEL BRIDGE ON ENTRANCE
 HX2449'ROAD TO RIPLEY COMPRESSOR STATION OF UNITED FUEL GAS COMPANY, 45
 HX2449'FEET WEST OF CENTER LINE OF HIGHWAY, 7 FEET NORTH OF CENTER OF
 HX2449'ENTRANCE ROAD AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 HX2449
 HX2449                          STATION RECOVERY (1976)
 HX2449
 HX2449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0317 ***********************************************************************
 HY0317  DESIGNATION -  R 104
 HY0317  PID         -  HY0317
 HY0317  STATE/COUNTY-  WV/MASON
 HY0317  USGS QUAD   -  CHESHIRE (1989)
 HY0317
 HY0317                         *CURRENT SURVEY CONTROL
 HY0317  ___________________________________________________________________
 HY0317* NAD 83(1986)-  38 55 37.     (N)    082 05 59.     (W)     SCALED    
 HY0317* NAVD 88     -       197.283  (meters)     647.25   (feet)  ADJUSTED  
 HY0317  ___________________________________________________________________
 HY0317  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HY0317  DYNAMIC HT  -         197.159 (meters)     646.85  (feet)  COMP
 HY0317  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 HY0317
 HY0317  VERT ORDER  -  FIRST     CLASS II
 HY0317
 HY0317.The horizontal coordinates were scaled from a topographic map and have
 HY0317.an estimated accuracy of +/- 6 seconds.
 HY0317
 HY0317.The orthometric height was determined by differential leveling
 HY0317.and adjusted by the National Geodetic Survey in June 1991..
 HY0317
 HY0317.The geoid height was determined by GEOID03.
 HY0317
 HY0317.The dynamic height is computed by dividing the NAVD 88
 HY0317.geopotential number by the normal gravity value computed on the
 HY0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0317.degrees latitude (g = 980.6199 gals.).
 HY0317
 HY0317.The modeled gravity was interpolated from observed gravity values.
 HY0317
 HY0317;                    North         East    Units  Estimated Accuracy
 HY0317;SPC WV S     -   214,440.      504,640.      MT  (+/- 180 meters Scaled)
 HY0317
 HY0317                          SUPERSEDED SURVEY CONTROL
 HY0317
 HY0317  NGVD 29 (??/??/92)  197.475  (m)          647.88   (f) ADJ UNCH    1 2
 HY0317
 HY0317.Superseded values are not recommended for survey control.
 HY0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0317.See file dsdata.txt to determine how the superseded data were derived.
 HY0317
 HY0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD046092(NAD 83)
 HY0317_MARKER: DB = BENCH MARK DISK
 HY0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0317_STAMPING: R 104 1956
 HY0317_MARK LOGO: CGS   
 HY0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0317+STABILITY: SURFACE MOTION
 HY0317
 HY0317  HISTORY     - Date     Condition        Report By
 HY0317  HISTORY     - 1956     MONUMENTED       CGS
 HY0317  HISTORY     - 1976     GOOD             NGS
 HY0317  HISTORY     - 1984     GOOD             NGS
 HY0317
 HY0317                          STATION DESCRIPTION
 HY0317
 HY0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0317'2 MI S FROM LAKIN.
 HY0317'2.05 MILES SOUTH ALONG STATE HIGHWAY 62 FROM STATE HOSPITAL AT
 HY0317'LAKIN, AT THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTHEAST THRU
 HY0317'WEST VIRGINIA ORDINANCE DEPOT, 55 FEET EAST-SOUTHEAST OF CENTER
 HY0317'LINE OF HIGHWAY, 75 FEET EAST OF CENTER OF JUNCTION OF HIGHWAY
 HY0317'AND BLACK TOP ROAD, 57 FEET NORTHEAST OF CENTER LINE OF BLACK TOP
 HY0317'ROAD, 8 FEET NORTH-NORTHEAST OF POWER POLE NO. AEP 50-831 658-D 74,
 HY0317'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 HY0317'BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HY0317'PROJECTING 3 INCHES.
 HY0317
 HY0317                          STATION RECOVERY (1976)
 HY0317
 HY0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0317'RECOVERED IN GOOD CONDITION.
 HY0317
 HY0317                          STATION RECOVERY (1984)
 HY0317
 HY0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2376 ***********************************************************************
 HX2376  DESIGNATION -  R 105
 HX2376  PID         -  HX2376
 HX2376  STATE/COUNTY-  WV/JACKSON
 HX2376  USGS QUAD   -  KENNA (1975)
 HX2376
 HX2376                         *CURRENT SURVEY CONTROL
 HX2376  ___________________________________________________________________
 HX2376* NAD 83(1986)-  38 43 11.     (N)    081 40 17.     (W)     SCALED    
 HX2376* NAVD 88     -       216.488  (meters)     710.26   (feet)  ADJUSTED  
 HX2376  ___________________________________________________________________
 HX2376  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HX2376  DYNAMIC HT  -         216.344 (meters)     709.79  (feet)  COMP
 HX2376  MODELED GRAV-     979,958.8   (mgal)                       NAVD 88
 HX2376
 HX2376  VERT ORDER  -  SECOND    CLASS 0
 HX2376
 HX2376.The horizontal coordinates were scaled from a topographic map and have
 HX2376.an estimated accuracy of +/- 6 seconds.
 HX2376
 HX2376.The orthometric height was determined by differential leveling
 HX2376.and adjusted by the National Geodetic Survey in June 1991..
 HX2376
 HX2376.The geoid height was determined by GEOID03.
 HX2376
 HX2376.The dynamic height is computed by dividing the NAVD 88
 HX2376.geopotential number by the normal gravity value computed on the
 HX2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2376.degrees latitude (g = 980.6199 gals.).
 HX2376
 HX2376.The modeled gravity was interpolated from observed gravity values.
 HX2376
 HX2376;                    North         East    Units  Estimated Accuracy
 HX2376;SPC WV S     -   191,090.      541,610.      MT  (+/- 180 meters Scaled)
 HX2376
 HX2376                          SUPERSEDED SURVEY CONTROL
 HX2376
 HX2376  NGVD 29 (??/??/92)  216.669  (m)          710.85   (f) ADJ UNCH    2 0
 HX2376
 HX2376.Superseded values are not recommended for survey control.
 HX2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2376.See file dsdata.txt to determine how the superseded data were derived.
 HX2376
 HX2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC416858(NAD 83)
 HX2376_MARKER: DB = BENCH MARK DISK
 HX2376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2376_SP_SET: ABUTMENT
 HX2376_STAMPING: R 105 1956
 HX2376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2376
 HX2376  HISTORY     - Date     Condition        Report By
 HX2376  HISTORY     - 1956     MONUMENTED       CGS
 HX2376
 HX2376                          STATION DESCRIPTION
 HX2376
 HX2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2376'3.3 MI N FROM KENNA.
 HX2376'ABOUT 3.3 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE JUNCTION OF
 HX2376'ROAD EAST TO KENTUCK AT KENNA, ABOUT 52 YARDS SOUTH OF JUNCTION
 HX2376'OF A GRAVEL ROAD WEST TO GIVEN, IN THE TOP OF WEST END OF SOUTH
 HX2376'CONCRETE ABUTMENT OF HIGHWAY BRIDGE (12-FOOT) OVER SHAMBLEN RUN,
 HX2376'16 1/2 FEET WEST OF CENTER LINE OF HIGHWAY, 4 FEET WEST OF STEEL
 HX2376'BANISTER AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2372 ***********************************************************************
 HX2372  DESIGNATION -  R 106
 HX2372  PID         -  HX2372
 HX2372  STATE/COUNTY-  WV/JACKSON
 HX2372  USGS QUAD   -  KENNA (1975)
 HX2372
 HX2372                         *CURRENT SURVEY CONTROL
 HX2372  ___________________________________________________________________
 HX2372* NAD 83(1986)-  38 43 20.     (N)    081 42 58.     (W)     SCALED    
 HX2372* NAVD 88     -       207.330  (meters)     680.22   (feet)  ADJUSTED  
 HX2372  ___________________________________________________________________
 HX2372  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HX2372  DYNAMIC HT  -         207.192 (meters)     679.76  (feet)  COMP
 HX2372  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 HX2372
 HX2372  VERT ORDER  -  SECOND    CLASS 0
 HX2372
 HX2372.The horizontal coordinates were scaled from a topographic map and have
 HX2372.an estimated accuracy of +/- 6 seconds.
 HX2372
 HX2372.The orthometric height was determined by differential leveling
 HX2372.and adjusted by the National Geodetic Survey in June 1991..
 HX2372
 HX2372.The geoid height was determined by GEOID03.
 HX2372
 HX2372.The dynamic height is computed by dividing the NAVD 88
 HX2372.geopotential number by the normal gravity value computed on the
 HX2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2372.degrees latitude (g = 980.6199 gals.).
 HX2372
 HX2372.The modeled gravity was interpolated from observed gravity values.
 HX2372
 HX2372;                    North         East    Units  Estimated Accuracy
 HX2372;SPC WV S     -   191,390.      537,730.      MT  (+/- 180 meters Scaled)
 HX2372
 HX2372                          SUPERSEDED SURVEY CONTROL
 HX2372
 HX2372  NGVD 29 (??/??/92)  207.511  (m)          680.81   (f) ADJ UNCH    2 0
 HX2372
 HX2372.Superseded values are not recommended for survey control.
 HX2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2372.See file dsdata.txt to determine how the superseded data were derived.
 HX2372
 HX2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC377861(NAD 83)
 HX2372_MARKER: DB = BENCH MARK DISK
 HX2372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2372_SP_SET: CULVERT
 HX2372_STAMPING: R 106 1956
 HX2372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2372
 HX2372  HISTORY     - Date     Condition        Report By
 HX2372  HISTORY     - 1956     MONUMENTED       CGS
 HX2372
 HX2372                          STATION DESCRIPTION
 HX2372
 HX2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2372'1.2 MI SE FROM GIVEN.
 HX2372'ABOUT 1.25 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING LEFT FORK
 HX2372'OF PARCHMENT CREEK FROM PARCHMENT CHAPEL AT GIVEN, IN THE TOP OF
 HX2372'THE NORTHWEST END OF NORTHEAST CONCRETE HEAD WALL OF A 7-FOOT
 HX2372'CONCRETE AND STONE CULVERT FOR A CREEK BRANCH, 10 FEET NORTHEAST
 HX2372'OF CENTER LINE OF ROAD AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2470 ***********************************************************************
 HX2470  DESIGNATION -  R 107
 HX2470  PID         -  HX2470
 HX2470  STATE/COUNTY-  WV/JACKSON
 HX2470  USGS QUAD   -  RIPLEY (1975)
 HX2470
 HX2470                         *CURRENT SURVEY CONTROL
 HX2470  ___________________________________________________________________
 HX2470* NAD 83(1986)-  38 48 16.     (N)    081 37 44.     (W)     SCALED    
 HX2470* NAVD 88     -       196.969  (meters)     646.22   (feet)  ADJUSTED  
 HX2470  ___________________________________________________________________
 HX2470  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HX2470  DYNAMIC HT  -         196.839 (meters)     645.80  (feet)  COMP
 HX2470  MODELED GRAV-     979,967.1   (mgal)                       NAVD 88
 HX2470
 HX2470  VERT ORDER  -  SECOND    CLASS 0
 HX2470
 HX2470.The horizontal coordinates were scaled from a topographic map and have
 HX2470.an estimated accuracy of +/- 6 seconds.
 HX2470
 HX2470.The orthometric height was determined by differential leveling
 HX2470.and adjusted by the National Geodetic Survey in June 1991..
 HX2470
 HX2470.The geoid height was determined by GEOID03.
 HX2470
 HX2470.The dynamic height is computed by dividing the NAVD 88
 HX2470.geopotential number by the normal gravity value computed on the
 HX2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2470.degrees latitude (g = 980.6199 gals.).
 HX2470
 HX2470.The modeled gravity was interpolated from observed gravity values.
 HX2470
 HX2470;                    North         East    Units  Estimated Accuracy
 HX2470;SPC WV S     -   200,470.      545,370.      MT  (+/- 180 meters Scaled)
 HX2470
 HX2470                          SUPERSEDED SURVEY CONTROL
 HX2470
 HX2470  NGVD 29 (??/??/92)  197.142  (m)          646.79   (f) ADJ UNCH    2 0
 HX2470
 HX2470.Superseded values are not recommended for survey control.
 HX2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2470.See file dsdata.txt to determine how the superseded data were derived.
 HX2470
 HX2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC453952(NAD 83)
 HX2470_MARKER: DB = BENCH MARK DISK
 HX2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2470_STAMPING: R 107 1956
 HX2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2470+STABILITY: SURFACE MOTION
 HX2470
 HX2470  HISTORY     - Date     Condition        Report By
 HX2470  HISTORY     - 1956     MONUMENTED       CGS
 HX2470
 HX2470                          STATION DESCRIPTION
 HX2470
 HX2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2470'5.4 MI SE FROM RIPLEY.
 HX2470'ABOUT 3.85 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE POST
 HX2470'OFFICE AT RIPLEY, THENCE ABOUT 1.55 MILES SOUTHEAST ALONG A BLACK
 HX2470'TOP ROAD LEADING TO GAY, ABOUT 0.45 MILE SOUTHEAST OF STEEL
 HX2470'BRIDGE OVER LITTLE MILL CREEK, 17 FEET SOUTH-SOUTHEAST OF CENTER
 HX2470'LINE OF ROAD, ACROSS ROAD FROM A 10-FOOT HIGH BENCH CUT, 27 FEET
 HX2470'WEST OF CENTER OF A GATE ACROSS A DRIVE WEST AND DOWNHILL INTO A
 HX2470'PASTURE, 2 FEET NORTHWEST OF A FENCE CORNER, 2 FEET WEST OF A WHITE
 HX2470'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 HX2470'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2445 ***********************************************************************
 HX2445  DESIGNATION -  R 108
 HX2445  PID         -  HX2445
 HX2445  STATE/COUNTY-  WV/JACKSON
 HX2445  USGS QUAD   -  ELMWOOD (1975)
 HX2445
 HX2445                         *CURRENT SURVEY CONTROL
 HX2445  ___________________________________________________________________
 HX2445* NAD 83(1986)-  38 43 31.     (N)    081 45 05.     (W)     SCALED    
 HX2445* NAVD 88     -       318.817  (meters)    1045.99   (feet)  ADJUSTED  
 HX2445  ___________________________________________________________________
 HX2445  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HX2445  DYNAMIC HT  -         318.607 (meters)    1045.30  (feet)  COMP
 HX2445  MODELED GRAV-     979,960.7   (mgal)                       NAVD 88
 HX2445
 HX2445  VERT ORDER  -  SECOND    CLASS 0
 HX2445
 HX2445.The horizontal coordinates were scaled from a topographic map and have
 HX2445.an estimated accuracy of +/- 6 seconds.
 HX2445
 HX2445.The orthometric height was determined by differential leveling
 HX2445.and adjusted by the National Geodetic Survey in June 1991..
 HX2445
 HX2445.The geoid height was determined by GEOID03.
 HX2445
 HX2445.The dynamic height is computed by dividing the NAVD 88
 HX2445.geopotential number by the normal gravity value computed on the
 HX2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2445.degrees latitude (g = 980.6199 gals.).
 HX2445
 HX2445.The modeled gravity was interpolated from observed gravity values.
 HX2445
 HX2445;                    North         East    Units  Estimated Accuracy
 HX2445;SPC WV S     -   191,760.      534,660.      MT  (+/- 180 meters Scaled)
 HX2445
 HX2445                          SUPERSEDED SURVEY CONTROL
 HX2445
 HX2445  NGVD 29 (??/??/92)  318.999  (m)         1046.58   (f) ADJ UNCH    2 0
 HX2445
 HX2445.Superseded values are not recommended for survey control.
 HX2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2445.See file dsdata.txt to determine how the superseded data were derived.
 HX2445
 HX2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC346865(NAD 83)
 HX2445_MARKER: DB = BENCH MARK DISK
 HX2445_SETTING: 66 = SET IN ROCK OUTCROP
 HX2445_SP_SET: ROCK CLIFF
 HX2445_STAMPING: R 108 1956
 HX2445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2445+STABILITY: POSITION/ELEVATION WELL
 HX2445
 HX2445  HISTORY     - Date     Condition        Report By
 HX2445  HISTORY     - 1956     MONUMENTED       CGS
 HX2445
 HX2445                          STATION DESCRIPTION
 HX2445
 HX2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2445'1.4 MI SW FROM GIVEN.
 HX2445'ABOUT 0.05 MILE NORTH ALONG A GRAVEL ROAD FROM PARCHMENT CHAPEL
 HX2445'AT GIVEN, THENCE ABOUT 1.4 MILES WEST AND SOUTHWEST ALONG A ROAD
 HX2445'LEADING TO ROCKCASTLE, AT A POINT WHERE ROAD FOLLOWS THE NARROW
 HX2445'PART OF A RIDGE, ABOUT 86 YARDS SOUTHEAST OF JUNCTION OF A TRAIL
 HX2445'ROAD LEADING NORTHEAST AND UPHILL, 34 1/2 FEET SOUTHWEST OF
 HX2445'CENTER LINE OF ROAD AND TOP OF RIDGE, 25 FEET SOUTHWEST OF A
 HX2445'WIRE FENCE, IN THE TOP AND 3 FEET NORTHEAST OF SOUTHWEST EDGE OF
 HX2445'A LARGE ROCK CLIFF FORMING TOP OF RIDGE, 25 FEET SOUHTEAST OF
 HX2445'NORTHWEST END OF LARGEST PART OF CLIFF, 40 FEET WEST OF A
 HX2445'10-INCH HICKORY TREE WHICH IS IN A FENCE LINE, AND ABOUT 3 FEET
 HX2445'BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0436 ***********************************************************************
 HY0436  DESIGNATION -  R 109
 HY0436  PID         -  HY0436
 HY0436  STATE/COUNTY-  WV/CABELL
 HY0436  USGS QUAD   -  BARBOURSVILLE (1985)
 HY0436
 HY0436                         *CURRENT SURVEY CONTROL
 HY0436  ___________________________________________________________________
 HY0436* NAD 83(1986)-  38 27 42.     (N)    082 18 09.     (W)     SCALED    
 HY0436* NAVD 88     -       170.653  (meters)     559.88   (feet)  ADJUSTED  
 HY0436  ___________________________________________________________________
 HY0436  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HY0436  DYNAMIC HT  -         170.539 (meters)     559.51  (feet)  COMP
 HY0436  MODELED GRAV-     979,956.9   (mgal)                       NAVD 88
 HY0436
 HY0436  VERT ORDER  -  FIRST     CLASS II
 HY0436
 HY0436.The horizontal coordinates were scaled from a topographic map and have
 HY0436.an estimated accuracy of +/- 6 seconds.
 HY0436
 HY0436.The orthometric height was determined by differential leveling
 HY0436.and adjusted by the National Geodetic Survey in June 1991..
 HY0436.WARNING-Repeat measurements at this control monument indicate possible
 HY0436.vertical movement.
 HY0436
 HY0436.The geoid height was determined by GEOID03.
 HY0436
 HY0436.The dynamic height is computed by dividing the NAVD 88
 HY0436.geopotential number by the normal gravity value computed on the
 HY0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0436.degrees latitude (g = 980.6199 gals.).
 HY0436
 HY0436.The modeled gravity was interpolated from observed gravity values.
 HY0436
 HY0436;                    North         East    Units  Estimated Accuracy
 HY0436;SPC WV S     -   163,030.      486,330.      MT  (+/- 180 meters Scaled)
 HY0436
 HY0436                          SUPERSEDED SURVEY CONTROL
 HY0436
 HY0436  NGVD 29 (??/??/92)  170.860  (m)          560.56   (f) ADJ UNCH    1 2
 HY0436
 HY0436.Superseded values are not recommended for survey control.
 HY0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0436.See file dsdata.txt to determine how the superseded data were derived.
 HY0436
 HY0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC863578(NAD 83)
 HY0436_MARKER: DB = BENCH MARK DISK
 HY0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0436_SP_SET: CATCH BASIN
 HY0436_STAMPING: R 109 1956
 HY0436_MARK LOGO: CGS   
 HY0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0436
 HY0436  HISTORY     - Date     Condition        Report By
 HY0436  HISTORY     - 1956     MONUMENTED       CGS
 HY0436  HISTORY     - 1982     GOOD             LOCSUR
 HY0436  HISTORY     - 1984     GOOD             NGS
 HY0436  HISTORY     - 20051117 MARK NOT FOUND   RTI
 HY0436
 HY0436                          STATION DESCRIPTION
 HY0436
 HY0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0436'5.7 MI NE FROM GUYANDOT.
 HY0436'ABOUT 5.7 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 2 FROM
 HY0436'THE POST OFFICE AT GUYANDOT, ABOUT 0.5 MILE SOUTH OF INTERSECTION
 HY0436'OF BIG SEVENMILE CREEK ROAD, 23 FEET EAST OF CENTER LINE OF
 HY0436'HIGHWAY, 13 1/2 FEET NORTH OF CENTER LINE OF A DIRT AND GRAVEL
 HY0436'DRIVE LEADING EAST, 97 1/2 FEET SOUTH OF CENTER LINE OF A
 HY0436'CONCRETE DRIVE EAST, 37 1/2 FEET NORTH OF CABLE LINE POLE
 HY0436'NO. 108/3, IN FRONT OF HOUSE NO. 6115 WHICH IS LOCATED ON TOP
 HY0436'OF A BANK, IN THE TOP AND NEAR CENTER OF EAST WALL OF A CONCRETE
 HY0436'CATCH BASIN FOR A 15-INCH PIPE CULVERT AND ABOUT LEVEL WITH
 HY0436'HIGHWAY.
 HY0436
 HY0436                          STATION RECOVERY (1982)
 HY0436
 HY0436'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 HY0436'RECOVERED IN GOOD CONDITION.
 HY0436
 HY0436                          STATION RECOVERY (1984)
 HY0436
 HY0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0436'RECOVERED IN GOOD CONDITION.
 HY0436
 HY0436                          STATION RECOVERY (2005)
 HY0436
 HY0436'RECOVERY NOTE BY RAHALL TRANSPORTATION INSTITUTE 2005 (PJD)
 HY0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1536 ***********************************************************************
 HX1536  DESIGNATION -  R 11
 HX1536  PID         -  HX1536
 HX1536  STATE/COUNTY-  WV/CLAY
 HX1536  USGS QUAD   -  STRANGE CREEK (1976)
 HX1536
 HX1536                         *CURRENT SURVEY CONTROL
 HX1536  ___________________________________________________________________
 HX1536* NAD 83(1986)-  38 33 42.     (N)    080 57 34.     (W)     SCALED    
 HX1536* NAVD 88     -       241.115  (meters)     791.06   (feet)  ADJUSTED  
 HX1536  ___________________________________________________________________
 HX1536  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HX1536  DYNAMIC HT  -         240.952 (meters)     790.52  (feet)  COMP
 HX1536  MODELED GRAV-     979,947.5   (mgal)                       NAVD 88
 HX1536
 HX1536  VERT ORDER  -  SECOND    CLASS 0
 HX1536
 HX1536.The horizontal coordinates were scaled from a topographic map and have
 HX1536.an estimated accuracy of +/- 6 seconds.
 HX1536
 HX1536.The orthometric height was determined by differential leveling
 HX1536.and adjusted by the National Geodetic Survey in June 1991..
 HX1536
 HX1536.The geoid height was determined by GEOID03.
 HX1536
 HX1536.The dynamic height is computed by dividing the NAVD 88
 HX1536.geopotential number by the normal gravity value computed on the
 HX1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1536.degrees latitude (g = 980.6199 gals.).
 HX1536
 HX1536.The modeled gravity was interpolated from observed gravity values.
 HX1536
 HX1536;                    North         East    Units  Estimated Accuracy
 HX1536;SPC WV S     -   173,330.      603,540.      MT  (+/- 180 meters Scaled)
 HX1536
 HX1536                          SUPERSEDED SURVEY CONTROL
 HX1536
 HX1536  NGVD 29 (??/??/92)  241.299  (m)          791.66   (f) ADJ UNCH    2 0
 HX1536
 HX1536.Superseded values are not recommended for survey control.
 HX1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1536.See file dsdata.txt to determine how the superseded data were derived.
 HX1536
 HX1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC035681(NAD 83)
 HX1536_MARKER: DB = BENCH MARK DISK
 HX1536_SETTING: 80 = SET IN A BOULDER
 HX1536_SP_SET: BOULDER
 HX1536_STAMPING: R 11 1933
 HX1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1536+STABILITY: SURFACE MOTION
 HX1536
 HX1536  HISTORY     - Date     Condition        Report By
 HX1536  HISTORY     - 1933     MONUMENTED       CGS
 HX1536
 HX1536                          STATION DESCRIPTION
 HX1536
 HX1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1536'2.6 MI W FROM VILLA NOVA.
 HX1536'2.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1536'STATION AT VILLA NOVA, CLAY COUNTY, 4.5 RAILS WEST OF MILEPOST
 HX1536'C 71, ON THE INSIDE OF A LONG CURVE, IN THE TOP OF A LARGE
 HX1536'SANDSTONE BOULDER, 9 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 HX1536'AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HX1536'R 11 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2349 ***********************************************************************
 HX2349  DESIGNATION -  R 110
 HX2349  PID         -  HX2349
 HX2349  STATE/COUNTY-  WV/MASON
 HX2349  USGS QUAD   -  MOUNT ALTO (1994)
 HX2349
 HX2349                         *CURRENT SURVEY CONTROL
 HX2349  ___________________________________________________________________
 HX2349* NAD 83(1986)-  38 45 30.     (N)    081 53 51.     (W)     SCALED    
 HX2349* NAVD 88     -       194.773  (meters)     639.02   (feet)  ADJUSTED  
 HX2349  ___________________________________________________________________
 HX2349  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HX2349  DYNAMIC HT  -         194.644 (meters)     638.59  (feet)  COMP
 HX2349  MODELED GRAV-     979,961.0   (mgal)                       NAVD 88
 HX2349
 HX2349  VERT ORDER  -  SECOND    CLASS 0
 HX2349
 HX2349.The horizontal coordinates were scaled from a topographic map and have
 HX2349.an estimated accuracy of +/- 6 seconds.
 HX2349
 HX2349.The orthometric height was determined by differential leveling
 HX2349.and adjusted by the National Geodetic Survey in June 1991..
 HX2349
 HX2349.The geoid height was determined by GEOID03.
 HX2349
 HX2349.The dynamic height is computed by dividing the NAVD 88
 HX2349.geopotential number by the normal gravity value computed on the
 HX2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2349.degrees latitude (g = 980.6199 gals.).
 HX2349
 HX2349.The modeled gravity was interpolated from observed gravity values.
 HX2349
 HX2349;                    North         East    Units  Estimated Accuracy
 HX2349;SPC WV S     -   195,540.      521,990.      MT  (+/- 180 meters Scaled)
 HX2349
 HX2349                          SUPERSEDED SURVEY CONTROL
 HX2349
 HX2349  NGVD 29 (??/??/92)  194.964  (m)          639.64   (f) ADJ UNCH    2 0
 HX2349
 HX2349.Superseded values are not recommended for survey control.
 HX2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2349.See file dsdata.txt to determine how the superseded data were derived.
 HX2349
 HX2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC220903(NAD 83)
 HX2349_MARKER: DB = BENCH MARK DISK
 HX2349_SETTING: 66 = SET IN ROCK OUTCROP
 HX2349_SP_SET: ROCK LEDGE
 HX2349_STAMPING: R 110 1956
 HX2349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2349+STABILITY: POSITION/ELEVATION WELL
 HX2349
 HX2349  HISTORY     - Date     Condition        Report By
 HX2349  HISTORY     - 1956     MONUMENTED       CGS
 HX2349
 HX2349                          STATION DESCRIPTION
 HX2349
 HX2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2349'2.6 MI SW FROM GUNVILLE.
 HX2349'ABOUT 1.05 MILES SOUTHWEST AND SOUTH ALONG A DIRT ROAD FROM THE
 HX2349'JUNCTION OF GRAVEL ROAD AND STORE AT GUNVILLE, THENCE ABOUT 1.55
 HX2349'MILES WEST AND SOUTHWEST ALONG A DIRT ROAD, ABOUT 0.45 MILE SOUTH
 HX2349'OF JUNCTIO OF A ROAD LEADING NORTHWEST TO WOOD, ABOUT 0.35 MILE
 HX2349'NORTHEAST OF JUNCTION OF A DIRT ROAD SOUTH TO A FARM HOUSE, ABOUT
 HX2349'0.1 MILE SOUTH OF AN ABANDONED FARM HOUSE AND BARN, SET VERTICALLY
 HX2349'IN FACE OF A SANDSTONE LEDGE, 11 FEET EAST OF CENTER LINE OF ROAD,
 HX2349'35 FEET NORTH-NORTHEAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED
 HX2349'20-INCH SYCAMORE TREE WHICH IS GROWING ON EAST BANK OF POPLAR FORK,
 HX2349'2 1/2 FEET NORTH OF A TWIN 5-INCH SYCAMORE TREE, 11 FEET SOUTH
 HX2349'OF NORTH END OF LEDGE AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2427 ***********************************************************************
 HX2427  DESIGNATION -  R 112
 HX2427  PID         -  HX2427
 HX2427  STATE/COUNTY-  WV/PUTNAM
 HX2427  USGS QUAD   -  ROBERTSBURG (1987)
 HX2427
 HX2427                         *CURRENT SURVEY CONTROL
 HX2427  ___________________________________________________________________
 HX2427* NAD 83(1986)-  38 38 48.     (N)    081 55 51.     (W)     SCALED    
 HX2427* NAVD 88     -       260.811  (meters)     855.68   (feet)  ADJUSTED  
 HX2427  ___________________________________________________________________
 HX2427  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HX2427  DYNAMIC HT  -         260.640 (meters)     855.12  (feet)  COMP
 HX2427  MODELED GRAV-     979,964.2   (mgal)                       NAVD 88
 HX2427
 HX2427  VERT ORDER  -  SECOND    CLASS 0
 HX2427
 HX2427.The horizontal coordinates were scaled from a topographic map and have
 HX2427.an estimated accuracy of +/- 6 seconds.
 HX2427
 HX2427.The orthometric height was determined by differential leveling
 HX2427.and adjusted by the National Geodetic Survey in June 1991..
 HX2427
 HX2427.The geoid height was determined by GEOID03.
 HX2427
 HX2427.The dynamic height is computed by dividing the NAVD 88
 HX2427.geopotential number by the normal gravity value computed on the
 HX2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2427.degrees latitude (g = 980.6199 gals.).
 HX2427
 HX2427.The modeled gravity was interpolated from observed gravity values.
 HX2427
 HX2427;                    North         East    Units  Estimated Accuracy
 HX2427;SPC WV S     -   183,170.      518,970.      MT  (+/- 180 meters Scaled)
 HX2427
 HX2427                          SUPERSEDED SURVEY CONTROL
 HX2427
 HX2427  NGVD 29 (??/??/92)  261.015  (m)          856.35   (f) ADJ UNCH    2 0
 HX2427
 HX2427.Superseded values are not recommended for survey control.
 HX2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2427.See file dsdata.txt to determine how the superseded data were derived.
 HX2427
 HX2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC189779(NAD 83)
 HX2427_MARKER: DB = BENCH MARK DISK
 HX2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2427_STAMPING: R 112 1956
 HX2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2427+STABILITY: SURFACE MOTION
 HX2427
 HX2427  HISTORY     - Date     Condition        Report By
 HX2427  HISTORY     - 1956     MONUMENTED       CGS
 HX2427  HISTORY     - 1976     GOOD             NGS
 HX2427
 HX2427                          STATION DESCRIPTION
 HX2427
 HX2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2427'1.7 MI E FROM ROBERTSBURG.
 HX2427'ABOUT 1.7 MILES EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HX2427'U.S. HIGHWAY 35 AND NORTH END OF HIGHWAY BRIDGE OVER EIGHTEENMILE
 HX2427'CREEK AT ROBERTSBURG, ABOUT 0.45 MILE WEST OF JUNCTION OF A ROAD
 HX2427'SOUTH AND AN ABANDONED SCHOOL BUILDING, 37 FEET SOUTH OF CENTER
 HX2427'LINE OF ROAD, 50 FEET NORTHWEST OF WEST CORNER OF A HOUSE OWNED
 HX2427'BY MR. E.E. HARMON, 12 FEET SOUTHWEST OF NORTHWEST END OF A
 HX2427'CONCRETE WALK, 19 FEET NORTHEAST OF A FENCE CORNER AT WEST CORNER
 HX2427'OF LAWN, 1 1/2 FEET NORTHWEST OF LAWN FENCE, ABOUT 1 FOOT BELOW
 HX2427'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX2427'1 INCH.
 HX2427
 HX2427                          STATION RECOVERY (1976)
 HX2427
 HX2427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2707 ***********************************************************************
 HX2707  DESIGNATION -  R 113
 HX2707  PID         -  HX2707
 HX2707  STATE/COUNTY-  WV/JACKSON
 HX2707  USGS QUAD   -  SANDYVILLE (1988)
 HX2707
 HX2707                         *CURRENT SURVEY CONTROL
 HX2707  ___________________________________________________________________
 HX2707* NAD 83(1986)-  38 53 50.     (N)    081 38 30.     (W)     SCALED    
 HX2707* NAVD 88     -       183.689  (meters)     602.65   (feet)  ADJUSTED  
 HX2707  ___________________________________________________________________
 HX2707  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HX2707  DYNAMIC HT  -         183.570 (meters)     602.26  (feet)  COMP
 HX2707  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 HX2707
 HX2707  VERT ORDER  -  SECOND    CLASS 0
 HX2707
 HX2707.The horizontal coordinates were scaled from a topographic map and have
 HX2707.an estimated accuracy of +/- 6 seconds.
 HX2707
 HX2707.The orthometric height was determined by differential leveling
 HX2707.and adjusted by the National Geodetic Survey in June 1991..
 HX2707
 HX2707.The geoid height was determined by GEOID03.
 HX2707
 HX2707.The dynamic height is computed by dividing the NAVD 88
 HX2707.geopotential number by the normal gravity value computed on the
 HX2707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2707.degrees latitude (g = 980.6199 gals.).
 HX2707
 HX2707.The modeled gravity was interpolated from observed gravity values.
 HX2707
 HX2707;                    North         East    Units  Estimated Accuracy
 HX2707;SPC WV S     -   210,770.      544,340.      MT  (+/- 180 meters Scaled)
 HX2707
 HX2707                          SUPERSEDED SURVEY CONTROL
 HX2707
 HX2707  NGVD 29 (??/??/92)  183.858  (m)          603.21   (f) ADJ UNCH    2 0
 HX2707
 HX2707.Superseded values are not recommended for survey control.
 HX2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2707.See file dsdata.txt to determine how the superseded data were derived.
 HX2707
 HX2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD443055(NAD 83)
 HX2707_MARKER: DB = BENCH MARK DISK
 HX2707_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2707_SP_SET: ABUTMENT
 HX2707_STAMPING: R 113
 HX2707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2707
 HX2707  HISTORY     - Date     Condition        Report By
 HX2707  HISTORY     - UNK      MONUMENTED       CGS
 HX2707  HISTORY     - 1956     GOOD             NGS
 HX2707  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX2707
 HX2707                          STATION DESCRIPTION
 HX2707
 HX2707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2707'1.4 MI E FROM SANDYVILLE.
 HX2707'ABOUT 1.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2707'THE STATION AT SANDYVILLE, IN THE TOP OF THE WEST END OF SOUTH
 HX2707'ABUTMENT OF A 14-FOOT CONCRETE BRIDGE OVER ISLAND RUN ALONG A
 HX2707'BLACK TOP ROAD PARALLEL TO TRACK, 21 1/2 FEET EAST-NORTHEAST OF
 HX2707'NORTHEAST RAIL OF TRACK AT CENTER OF TRESTLE NO. 14, 65 FEET
 HX2707'EAST-SOUTHEAST AND ACROSS TRACK FROM TELEPHONE POLE NO. 9/28,
 HX2707'40 FEET WEST-NORTHWEST AND ACROSS ROAD FROM TELEPHONE POLE NO.
 HX2707'338, 11 1/2 FEET WEST-SOUTHWEST OF CENTER LINE OF ROAD AND ABOUT
 HX2707'1 FOOT ABOVE LEVEL OF TRACK.
 HX2707
 HX2707                          STATION RECOVERY (1976)
 HX2707
 HX2707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2715 ***********************************************************************
 HX2715  DESIGNATION -  R 114
 HX2715  PID         -  HX2715
 HX2715  STATE/COUNTY-  WV/JACKSON
 HX2715  USGS QUAD   -  LIVERPOOL (1975)
 HX2715
 HX2715                         *CURRENT SURVEY CONTROL
 HX2715  ___________________________________________________________________
 HX2715* NAD 83(1986)-  38 54 15.     (N)    081 33 59.     (W)     SCALED    
 HX2715* NAVD 88     -       195.800  (meters)     642.39   (feet)  ADJUSTED  
 HX2715  ___________________________________________________________________
 HX2715  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HX2715  DYNAMIC HT  -         195.673 (meters)     641.97  (feet)  COMP
 HX2715  MODELED GRAV-     979,976.1   (mgal)                       NAVD 88
 HX2715
 HX2715  VERT ORDER  -  SECOND    CLASS 0
 HX2715
 HX2715.The horizontal coordinates were scaled from a topographic map and have
 HX2715.an estimated accuracy of +/- 6 seconds.
 HX2715
 HX2715.The orthometric height was determined by differential leveling
 HX2715.and adjusted by the National Geodetic Survey in June 1991..
 HX2715
 HX2715.The geoid height was determined by GEOID03.
 HX2715
 HX2715.The dynamic height is computed by dividing the NAVD 88
 HX2715.geopotential number by the normal gravity value computed on the
 HX2715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2715.degrees latitude (g = 980.6199 gals.).
 HX2715
 HX2715.The modeled gravity was interpolated from observed gravity values.
 HX2715
 HX2715;                    North         East    Units  Estimated Accuracy
 HX2715;SPC WV S     -   211,500.      550,870.      MT  (+/- 180 meters Scaled)
 HX2715
 HX2715                          SUPERSEDED SURVEY CONTROL
 HX2715
 HX2715  NGVD 29 (??/??/92)  195.97   (m)          642.9    (f) COMPUTED    2 0
 HX2715
 HX2715.Superseded values are not recommended for survey control.
 HX2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2715.See file dsdata.txt to determine how the superseded data were derived.
 HX2715
 HX2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD508062(NAD 83)
 HX2715_MARKER: DB = BENCH MARK DISK
 HX2715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2715_SP_SET: CULVERT
 HX2715_STAMPING: R 114 1956
 HX2715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2715
 HX2715  HISTORY     - Date     Condition        Report By
 HX2715  HISTORY     - 1956     MONUMENTED       CGS
 HX2715
 HX2715                          STATION DESCRIPTION
 HX2715
 HX2715'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2715'2.2 MI W FROM LIVERPOOL.
 HX2715'ABOUT 2.25 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2715'ROAD CROSSING AT LIVERPOOL, ABOUT 1.15 MILES WEST OF LE ROY,
 HX2715'ABOUT 0.4 MILE EAST OF DUNCAN, IN THE TOP OF THE EAST END OF THE
 HX2715'SOUTH CONCRETE HEAD WALL OF A 5-FOOT STONE BOX CULVERT UNDER A ROAD
 HX2715'PARALLELING TRACK, 19 FEET NORTH OF NORTH RAIL, 10 1/2 FEET SOUTH
 HX2715'OF CENTER LINE OF ROAD, 89 FEET EAST-NORTHEAST AND ACROSS TRACK
 HX2715'FROM TELEPHONE POLE NO. 14+26, 82 FEET SOUTHWEST AND ACROSS ROAD
 HX2715'FROM SOUTHWEST CORNER OF A 2-STORY WHITE FRAME HOUSE, 1 FOOT WEST
 HX2715'OF EAST END OF HEAD WALL AND ABOUT 3 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0253 ***********************************************************************
 HY0253  DESIGNATION -  R 115
 HY0253  PID         -  HY0253
 HY0253  STATE/COUNTY-  WV/MASON
 HY0253  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0253
 HY0253                         *CURRENT SURVEY CONTROL
 HY0253  ___________________________________________________________________
 HY0253* NAD 83(1986)-  38 37 10.     (N)    082 03 52.     (W)     SCALED    
 HY0253* NAVD 88     -       190.408  (meters)     624.70   (feet)  ADJUSTED  
 HY0253  ___________________________________________________________________
 HY0253  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HY0253  DYNAMIC HT  -         190.282 (meters)     624.28  (feet)  COMP
 HY0253  MODELED GRAV-     979,963.5   (mgal)                       NAVD 88
 HY0253
 HY0253  VERT ORDER  -  SECOND    CLASS 0
 HY0253
 HY0253.The horizontal coordinates were scaled from a topographic map and have
 HY0253.an estimated accuracy of +/- 6 seconds.
 HY0253
 HY0253.The orthometric height was determined by differential leveling
 HY0253.and adjusted by the National Geodetic Survey in June 1991..
 HY0253
 HY0253.The geoid height was determined by GEOID03.
 HY0253
 HY0253.The dynamic height is computed by dividing the NAVD 88
 HY0253.geopotential number by the normal gravity value computed on the
 HY0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0253.degrees latitude (g = 980.6199 gals.).
 HY0253
 HY0253.The modeled gravity was interpolated from observed gravity values.
 HY0253
 HY0253;                    North         East    Units  Estimated Accuracy
 HY0253;SPC WV S     -   180,280.      507,310.      MT  (+/- 180 meters Scaled)
 HY0253
 HY0253                          SUPERSEDED SURVEY CONTROL
 HY0253
 HY0253  NGVD 29 (??/??/92)  190.576  (m)          625.25   (f) ADJ UNCH    2 0
 HY0253
 HY0253.Superseded values are not recommended for survey control.
 HY0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0253.See file dsdata.txt to determine how the superseded data were derived.
 HY0253
 HY0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC073750(NAD 83)
 HY0253_MARKER: DB = BENCH MARK DISK
 HY0253_SETTING: 66 = SET IN ROCK OUTCROP
 HY0253_SP_SET: ROCK LEDGE
 HY0253_STAMPING: R 115 1956
 HY0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0253+STABILITY: POSITION/ELEVATION WELL
 HY0253
 HY0253  HISTORY     - Date     Condition        Report By
 HY0253  HISTORY     - 1956     MONUMENTED       CGS
 HY0253
 HY0253                          STATION DESCRIPTION
 HY0253
 HY0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0253'8.3 MI SE FROM MERCERS BOTTOM.
 HY0253'6.35 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 HY0253'STATE HIGHWAY 2 AND POST OFFICE AT MERCERS BOTTOM, THENCE ABOUT
 HY0253'1.95 MILES SOUTH ALONG A DIRT ROAD, ABOUT 0.55 MILE NORTH OF
 HY0253'JUNCTION OF EIGHTEENMILE CREEK ROAD, SET VERTICALLY IN FACE OF
 HY0253'ROCK LEDGE PROJECTING FROM BANK OF ROAD FORK BRANCH, 51 FEET
 HY0253'WEST OF CENTER LINE OF ROAD, 65 FEET SOUTHWEST OF CENTER OF FORD
 HY0253'ACROSS STREAM, 53 FEET SOUTH-SOUTHWEST OF A LONE 22-INCH BUCKEYE
 HY0253'TREE, 118 FEET NORTHWEST AND ACROSS ROAD FROM POWER POLE NO.
 HY0253'54-8059/1019 A 10, AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0625 ***********************************************************************
 HY0625  DESIGNATION -  R 116
 HY0625  PID         -  HY0625
 HY0625  STATE/COUNTY-  WV/PUTNAM
 HY0625  USGS QUAD   -  HURRICANE (1989)
 HY0625
 HY0625                         *CURRENT SURVEY CONTROL
 HY0625  ___________________________________________________________________
 HY0625* NAD 83(1986)-  38 26 54.     (N)    082 01 39.     (W)     SCALED    
 HY0625* NAVD 88     -       199.846  (meters)     655.66   (feet)  POSTED    
 HY0625  ___________________________________________________________________
 HY0625  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HY0625  DYNAMIC HT  -         199.710 (meters)     655.22  (feet)  COMP
 HY0625  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 HY0625
 HY0625  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0625
 HY0625.The horizontal coordinates were scaled from a topographic map and have
 HY0625.an estimated accuracy of +/- 6 seconds.
 HY0625
 HY0625.The orthometric height was determined by differential leveling
 HY0625.and adjusted by the National Geodetic Survey in 1992..
 HY0625.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0625.rate of 2.1 thru 3.0 mm/km.
 HY0625
 HY0625.The geoid height was determined by GEOID03.
 HY0625
 HY0625.The dynamic height is computed by dividing the NAVD 88
 HY0625.geopotential number by the normal gravity value computed on the
 HY0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0625.degrees latitude (g = 980.6199 gals.).
 HY0625
 HY0625.The modeled gravity was interpolated from observed gravity values.
 HY0625
 HY0625;                    North         East    Units  Estimated Accuracy
 HY0625;SPC WV S     -   161,250.      510,310.      MT  (+/- 180 meters Scaled)
 HY0625
 HY0625                          SUPERSEDED SURVEY CONTROL
 HY0625
 HY0625  NGVD 29 (??/??/92)  200.030  (m)          656.27   (f) ADJ UNCH    2 0
 HY0625
 HY0625.Superseded values are not recommended for survey control.
 HY0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0625.See file dsdata.txt to determine how the superseded data were derived.
 HY0625
 HY0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC103560(NAD 83)
 HY0625_MARKER: DB = BENCH MARK DISK
 HY0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0625_STAMPING: R 116 1956
 HY0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0625+STABILITY: SURFACE MOTION
 HY0625
 HY0625  HISTORY     - Date     Condition        Report By
 HY0625  HISTORY     - 1956     MONUMENTED       CGS
 HY0625
 HY0625                          STATION DESCRIPTION
 HY0625
 HY0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0625'1.9 MI N FROM HURRICANE.
 HY0625'ABOUT 0.65 MILE EAST-NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 HY0625'WINFIELD FROM THE CHESAPEAKE AND OHIO RAILWAY STATION AT HURRICANE
 HY0625'THENCE ABOUT 1.25 MILES NORTHWEST ALONG A BLACK-TOP ROAD, AT THE
 HY0625'JUNCTION OF A NARROW GRAVEL ROAD LEADING WEST ALONG SLEEPY CREEK,
 HY0625'62 FEET SOUTHWEST OF CENTER LINE OF BLACK TOP ROAD, 9 FEET NORTH
 HY0625'OF CENTER LINE OF ROAD WEST, ABOUT AT RIGHT ANGLE ACROSS BLACK
 HY0625'TOP ROAD FROM A 2-STORY FARM HOUSE, 45 FEET WEST-SOUTHWEST OF
 HY0625'NORTHWEST END OF A 30-INCH PIPE CULVERT UNDER ROAD WEST, 3 FEET EAST
 HY0625'OF TELEPHONE POLE NO. 29/25, ABOUT LEVEL WITH ROAD WEST AND SET
 HY0625'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0617 ***********************************************************************
 HY0617  DESIGNATION -  R 117
 HY0617  PID         -  HY0617
 HY0617  STATE/COUNTY-  WV/CABELL
 HY0617  USGS QUAD   -  MILTON (1989)
 HY0617
 HY0617                         *CURRENT SURVEY CONTROL
 HY0617  ___________________________________________________________________
 HY0617* NAD 83(1986)-  38 28 42.     (N)    082 09 40.     (W)     SCALED    
 HY0617* NAVD 88     -       182.459  (meters)     598.62   (feet)  POSTED    
 HY0617  ___________________________________________________________________
 HY0617  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HY0617  DYNAMIC HT  -         182.340 (meters)     598.23  (feet)  COMP
 HY0617  MODELED GRAV-     979,950.3   (mgal)                       NAVD 88
 HY0617
 HY0617  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0617
 HY0617.The horizontal coordinates were scaled from a topographic map and have
 HY0617.an estimated accuracy of +/- 6 seconds.
 HY0617
 HY0617.The orthometric height was determined by differential leveling
 HY0617.and adjusted by the National Geodetic Survey in 1992..
 HY0617.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0617.rate of 0.0 thru 1.0 mm/km.
 HY0617
 HY0617.The geoid height was determined by GEOID03.
 HY0617
 HY0617.The dynamic height is computed by dividing the NAVD 88
 HY0617.geopotential number by the normal gravity value computed on the
 HY0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0617.degrees latitude (g = 980.6199 gals.).
 HY0617
 HY0617.The modeled gravity was interpolated from observed gravity values.
 HY0617
 HY0617;                    North         East    Units  Estimated Accuracy
 HY0617;SPC WV S     -   164,710.      498,690.      MT  (+/- 180 meters Scaled)
 HY0617
 HY0617                          SUPERSEDED SURVEY CONTROL
 HY0617
 HY0617  NGVD 29 (??/??/92)  182.640  (m)          599.21   (f) ADJ UNCH    2 0
 HY0617
 HY0617.Superseded values are not recommended for survey control.
 HY0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0617.See file dsdata.txt to determine how the superseded data were derived.
 HY0617
 HY0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC987595(NAD 83)
 HY0617_MARKER: DB = BENCH MARK DISK
 HY0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0617_SP_SET: BRIDGE
 HY0617_STAMPING: R 117 1956
 HY0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0617
 HY0617  HISTORY     - Date     Condition        Report By
 HY0617  HISTORY     - 1956     MONUMENTED       CGS
 HY0617
 HY0617                          STATION DESCRIPTION
 HY0617
 HY0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0617'4.2 MI NE FROM YATES.
 HY0617'ABOUT 0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING OF
 HY0617'THE CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 1.5 MILES
 HY0617'EAST AND NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 2.4 MILES
 HY0617'NORTH AND NORTHEAST ALONG A GRAVEL ROAD FOLLOWING LOWER CREEK,
 HY0617'142 YARDS SOUTHWEST OF CENTER OF JUNCTION OF A ROAD NORTHWEST,
 HY0617'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE BANISTER
 HY0617'OF AN 8-FOOT CONCRETE BRIDGE OVER LEFT FORK OF LOWER CREEK, 11 FEET
 HY0617'SOUTHEAST OF CENTER LINE OF ROAD AND ABOUT 2 1/2 FEET ABOVE LEVEL
 HY0617'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2769 ***********************************************************************
 HX2769  DESIGNATION -  R 118
 HX2769  PID         -  HX2769
 HX2769  STATE/COUNTY-  WV/PUTNAM
 HX2769  USGS QUAD   -  WINFIELD (1989)
 HX2769
 HX2769                         *CURRENT SURVEY CONTROL
 HX2769  ___________________________________________________________________
 HX2769* NAD 83(1986)-  38 37 10.     (N)    081 59 52.     (W)     SCALED    
 HX2769* NAVD 88     -       182.007  (meters)     597.13   (feet)  ADJUSTED  
 HX2769  ___________________________________________________________________
 HX2769  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HX2769  DYNAMIC HT  -         181.887 (meters)     596.74  (feet)  COMP
 HX2769  MODELED GRAV-     979,964.8   (mgal)                       NAVD 88
 HX2769
 HX2769  VERT ORDER  -  SECOND    CLASS 0
 HX2769
 HX2769.The horizontal coordinates were scaled from a topographic map and have
 HX2769.an estimated accuracy of +/- 6 seconds.
 HX2769
 HX2769.The orthometric height was determined by differential leveling
 HX2769.and adjusted by the National Geodetic Survey in June 1991..
 HX2769
 HX2769.The geoid height was determined by GEOID03.
 HX2769
 HX2769.The dynamic height is computed by dividing the NAVD 88
 HX2769.geopotential number by the normal gravity value computed on the
 HX2769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2769.degrees latitude (g = 980.6199 gals.).
 HX2769
 HX2769.The modeled gravity was interpolated from observed gravity values.
 HX2769
 HX2769;                    North         East    Units  Estimated Accuracy
 HX2769;SPC WV S     -   180,210.      513,110.      MT  (+/- 180 meters Scaled)
 HX2769
 HX2769                          SUPERSEDED SURVEY CONTROL
 HX2769
 HX2769  NGVD 29 (??/??/92)  182.15   (m)          597.6    (f) COMPUTED    2 0
 HX2769
 HX2769.Superseded values are not recommended for survey control.
 HX2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2769.See file dsdata.txt to determine how the superseded data were derived.
 HX2769
 HX2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC131750(NAD 83)
 HX2769_MARKER: DB = BENCH MARK DISK
 HX2769_SETTING: 66 = SET IN ROCK OUTCROP
 HX2769_SP_SET: ROCK CUT LEDGE
 HX2769_STAMPING: R 118 1956
 HX2769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2769+STABILITY: POSITION/ELEVATION WELL
 HX2769
 HX2769  HISTORY     - Date     Condition        Report By
 HX2769  HISTORY     - 1956     MONUMENTED       CGS
 HX2769
 HX2769                          STATION DESCRIPTION
 HX2769
 HX2769'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2769'0.4 MI W FROM PLINY.
 HX2769'0.45 MILE WEST ALONG A BLACK TOP ROAD LEADING TO MERCERS BOTTOM
 HX2769'FROM THE JUNCTION OF STATE HIGHWAY 17 AT PLINY, IN THE TOP OF A
 HX2769'ROCK LEDGE IN A CUT, 19 FEET NORTHEAST OF CENTER LINE OF BLACK
 HX2769'TOP ROAD, 76 FEET SOUTHEAST OF NORTHWEST END OF CUT, 28 FEET
 HX2769'NORTHWEST AND ABOUT 2 1/2 FEET BELOW A 12-INCH TRIANGLE CHISELED
 HX2769'IN LEDGE, 3/4 FEET EAST AND 1/2 FOOT ABOVE A 6-INCH TRIANGLE
 HX2769'CHISELED IN LEDGE AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK
 HX2769'IS REACHED FROM THE POST OFFICE AT PLINY BY GOING ABOUT 0.15 MILE
 HX2769'WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.35 MILE SOUTH ALONG
 HX2769'STATE HIGHWAY 17, THENCE 0.45 MILE WEST ALONG BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0229 ***********************************************************************
 HY0229  DESIGNATION -  R 119
 HY0229  PID         -  HY0229
 HY0229  STATE/COUNTY-  WV/MASON
 HY0229  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0229
 HY0229                         *CURRENT SURVEY CONTROL
 HY0229  ___________________________________________________________________
 HY0229* NAD 83(1986)-  38 33 18.     (N)    082 07 05.     (W)     SCALED    
 HY0229* NAVD 88     -       191.678  (meters)     628.86   (feet)  POSTED    
 HY0229  ___________________________________________________________________
 HY0229  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HY0229  DYNAMIC HT  -         191.550 (meters)     628.44  (feet)  COMP
 HY0229  MODELED GRAV-     979,952.0   (mgal)                       NAVD 88
 HY0229
 HY0229  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0229
 HY0229.The horizontal coordinates were scaled from a topographic map and have
 HY0229.an estimated accuracy of +/- 6 seconds.
 HY0229
 HY0229.The orthometric height was determined by differential leveling
 HY0229.and adjusted by the National Geodetic Survey in 1992..
 HY0229.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0229.rate of 0.0 thru 1.0 mm/km.
 HY0229
 HY0229.The geoid height was determined by GEOID03.
 HY0229
 HY0229.The dynamic height is computed by dividing the NAVD 88
 HY0229.geopotential number by the normal gravity value computed on the
 HY0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0229.degrees latitude (g = 980.6199 gals.).
 HY0229
 HY0229.The modeled gravity was interpolated from observed gravity values.
 HY0229
 HY0229;                    North         East    Units  Estimated Accuracy
 HY0229;SPC WV S     -   173,180.      502,550.      MT  (+/- 180 meters Scaled)
 HY0229
 HY0229                          SUPERSEDED SURVEY CONTROL
 HY0229
 HY0229  NGVD 29 (??/??/92)  191.857  (m)          629.45   (f) ADJ UNCH    2 0
 HY0229
 HY0229.Superseded values are not recommended for survey control.
 HY0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0229.See file dsdata.txt to determine how the superseded data were derived.
 HY0229
 HY0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC025679(NAD 83)
 HY0229_MARKER: DB = BENCH MARK DISK
 HY0229_SETTING: 66 = SET IN ROCK OUTCROP
 HY0229_SP_SET: ROCK LEDGE
 HY0229_STAMPING: R 119 1956
 HY0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0229+STABILITY: POSITION/ELEVATION WELL
 HY0229
 HY0229  HISTORY     - Date     Condition        Report By
 HY0229  HISTORY     - 1956     MONUMENTED       CGS
 HY0229
 HY0229                          STATION DESCRIPTION
 HY0229
 HY0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0229'5.6 MI SE FROM GLENWOOD.
 HY0229'5.55 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HY0229'STATE HIGHWAY 2 AND POST OFFICE AT GLENWOOD, ABOUT 0.3 MILE
 HY0229'SOUTHEAST OF FAIRFIELD METHODIST CHURCH, 65 FEET EAST OF CENTER
 HY0229'LINE OF ROAD, 32 FEET SOUTH OF CENTER LINE OF A ROAD EAST, 53
 HY0229'FEET EAST-NORTHEAST OF EAST END OF A 48-INCH METAL CULVERT
 HY0229'UNDER ROAD, 17 FEET WEST OF A LONE 30-INCH OAK TREE, ABOUT 3 1/2
 HY0229'FEET BELOW LEVEL OF ROAD EAST AND SET IN THE TOP OF AN OUTCROPPING
 HY0229'ROCK LEDGE.  NOTE-- MARK IS REACHED FROM THE CHURCH AND CEMETERY
 HY0229'AT MT. OLIVE BY GOING ABOUT 0.35 MILE NORTH ALONG A ROAD, THENCE
 HY0229'ABOUT 4.85 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO GLENWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1563 ***********************************************************************
 HX1563  DESIGNATION -  R 12
 HX1563  PID         -  HX1563
 HX1563  STATE/COUNTY-  WV/BRAXTON
 HX1563  USGS QUAD   -  NEWVILLE (1976)
 HX1563
 HX1563                         *CURRENT SURVEY CONTROL
 HX1563  ___________________________________________________________________
 HX1563* NAD 83(1986)-  38 39 55.     (N)    080 37 13.     (W)     SCALED    
 HX1563* NAVD 88     -       274.390  (meters)     900.23   (feet)  ADJUSTED  
 HX1563  ___________________________________________________________________
 HX1563  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX1563  DYNAMIC HT  -         274.197 (meters)     899.59  (feet)  COMP
 HX1563  MODELED GRAV-     979,918.6   (mgal)                       NAVD 88
 HX1563
 HX1563  VERT ORDER  -  SECOND    CLASS 0
 HX1563
 HX1563.The horizontal coordinates were scaled from a topographic map and have
 HX1563.an estimated accuracy of +/- 6 seconds.
 HX1563
 HX1563.The orthometric height was determined by differential leveling
 HX1563.and adjusted by the National Geodetic Survey in June 1991..
 HX1563
 HX1563.The geoid height was determined by GEOID03.
 HX1563
 HX1563.The dynamic height is computed by dividing the NAVD 88
 HX1563.geopotential number by the normal gravity value computed on the
 HX1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1563.degrees latitude (g = 980.6199 gals.).
 HX1563
 HX1563.The modeled gravity was interpolated from observed gravity values.
 HX1563
 HX1563;                    North         East    Units  Estimated Accuracy
 HX1563;SPC WV S     -   184,900.      633,050.      MT  (+/- 180 meters Scaled)
 HX1563
 HX1563                          SUPERSEDED SURVEY CONTROL
 HX1563
 HX1563  NGVD 29 (??/??/92)  274.568  (m)          900.81   (f) ADJ UNCH    2 0
 HX1563
 HX1563.Superseded values are not recommended for survey control.
 HX1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1563.See file dsdata.txt to determine how the superseded data were derived.
 HX1563
 HX1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC330797(NAD 83)
 HX1563_MARKER: DB = BENCH MARK DISK
 HX1563_SETTING: 80 = SET IN A BOULDER
 HX1563_SP_SET: BOULDER
 HX1563_STAMPING: R 12 1933
 HX1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1563+STABILITY: SURFACE MOTION
 HX1563
 HX1563  HISTORY     - Date     Condition        Report By
 HX1563  HISTORY     - 1933     MONUMENTED       CGS
 HX1563  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1563
 HX1563                          STATION DESCRIPTION
 HX1563
 HX1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1563'0.2 MI N FROM GILLESPIE.
 HX1563'0.2 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1563'STATION AT GILLESPIE, BRAXTON COUNTY, 43 RAILS SOUTH OF MILEPOST
 HX1563'C 68, 1.5 RAILS NORTH OF THE NORTH END OF BRIDGE 68 A, 11 FEET
 HX1563'EAST OF THE CENTERLINE OF THE TRACK, AND IN THE SIDE OF A LARGE
 HX1563'BOULDER, 1 FOOT HIGHER THAN THE TRACK, SET VERTICALLY.
 HX1563'NOTE-- THIRD-ORDER LEVELING FROM EHJ 915 (USE) TO Q 12 INDICATES
 HX1563'THAT R 12 IS 0.52 FOOT LOWER NOW THAN IN JAN. 1934.  THE DISK
 HX1563'IS 9 FEET EAST OF THE CENTERLINE OF THE TRACK INSTEAD OF 11
 HX1563'FEET.--USE WITH CAUTION.  AT PRESENT DATE DESCRIBED LOCATION OF
 HX1563'MARK IS COVERED BY BACK WATER OF SUTTON DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0951 ***********************************************************************
 KY0951  DESIGNATION -  R 120
 KY0951  PID         -  KY0951
 KY0951  STATE/COUNTY-  WV/BROOKE
 KY0951  USGS QUAD   -  BETHANY (1981)
 KY0951
 KY0951                         *CURRENT SURVEY CONTROL
 KY0951  ___________________________________________________________________
 KY0951* NAD 83(1986)-  40 11 49.     (N)    080 34 48.     (W)     SCALED    
 KY0951* NAVD 88     -       325.219  (meters)    1066.99   (feet)  ADJUSTED  
 KY0951  ___________________________________________________________________
 KY0951  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0951  DYNAMIC HT  -         325.042 (meters)    1066.41  (feet)  COMP
 KY0951  MODELED GRAV-     980,073.8   (mgal)                       NAVD 88
 KY0951
 KY0951  VERT ORDER  -  SECOND    CLASS 0
 KY0951
 KY0951.The horizontal coordinates were scaled from a topographic map and have
 KY0951.an estimated accuracy of +/- 6 seconds.
 KY0951
 KY0951.The orthometric height was determined by differential leveling
 KY0951.and adjusted by the National Geodetic Survey in June 1991..
 KY0951
 KY0951.The geoid height was determined by GEOID03.
 KY0951
 KY0951.The dynamic height is computed by dividing the NAVD 88
 KY0951.geopotential number by the normal gravity value computed on the
 KY0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0951.degrees latitude (g = 980.6199 gals.).
 KY0951
 KY0951.The modeled gravity was interpolated from observed gravity values.
 KY0951
 KY0951;                    North         East    Units  Estimated Accuracy
 KY0951;SPC WV N     -   188,950.      508,040.      MT  (+/- 180 meters Scaled)
 KY0951
 KY0951                          SUPERSEDED SURVEY CONTROL
 KY0951
 KY0951  NGVD 29 (??/??/92)  325.388  (m)         1067.54   (f) ADJ UNCH    2 0
 KY0951
 KY0951.Superseded values are not recommended for survey control.
 KY0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0951.See file dsdata.txt to determine how the superseded data were derived.
 KY0951
 KY0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE357497(NAD 83)
 KY0951_MARKER: DB = BENCH MARK DISK
 KY0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0951_STAMPING: R 120 1957
 KY0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0951+STABILITY: SURFACE MOTION
 KY0951
 KY0951  HISTORY     - Date     Condition        Report By
 KY0951  HISTORY     - 1957     MONUMENTED       CGS
 KY0951
 KY0951                          STATION DESCRIPTION
 KY0951
 KY0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0951'1.7 MI SW FROM BETHANY.
 KY0951'ABOUT 0.75 MILES WEST ALONG STATE HIGHWAY 67 FROM THE POST OFFICE
 KY0951'AT BETHANY, THENCE 0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 88, ABOUT
 KY0951'0.6 MILE SOUTHWEST AND UPHILL FROM THE STEEL BRIDGE OVER BUFFALO
 KY0951'CREEK, 21 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 KY0951'AT THE OUTSIDE OF A SHARP CURVE, 115 1/2 FEET NORTH-NORTHWEST OF
 KY0951'TELEPHONE POLE NO.21-3, 71 1/2 FEET SOUTHWEST OF THE CENTER OF A YARD
 KY0951'GATE FOR A WALK LEADING NORTHWEST TO A DWELLING, 1 FOOT SOUTHEAST
 KY0951'OF A WIRE FENCE, 2 FEET NORTH-NORTHEAST OF A WHITE CONCRETE WITNESS
 KY0951'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRET
 KY0951'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0984 ***********************************************************************
 KY0984  DESIGNATION -  R 121
 KY0984  PID         -  KY0984
 KY0984  STATE/COUNTY-  WV/OHIO
 KY0984  USGS QUAD   -  VALLEY GROVE (1981)
 KY0984
 KY0984                         *CURRENT SURVEY CONTROL
 KY0984  ___________________________________________________________________
 KY0984* NAD 83(1986)-  40 05 56.     (N)    080 35 07.     (W)     SCALED    
 KY0984* NAVD 88     -       316.403  (meters)    1038.07   (feet)  ADJUSTED  
 KY0984  ___________________________________________________________________
 KY0984  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0984  DYNAMIC HT  -         316.225 (meters)    1037.48  (feet)  COMP
 KY0984  MODELED GRAV-     980,055.8   (mgal)                       NAVD 88
 KY0984
 KY0984  VERT ORDER  -  SECOND    CLASS 0
 KY0984
 KY0984.The horizontal coordinates were scaled from a topographic map and have
 KY0984.an estimated accuracy of +/- 6 seconds.
 KY0984
 KY0984.The orthometric height was determined by differential leveling
 KY0984.and adjusted by the National Geodetic Survey in June 1991..
 KY0984
 KY0984.The geoid height was determined by GEOID03.
 KY0984
 KY0984.The dynamic height is computed by dividing the NAVD 88
 KY0984.geopotential number by the normal gravity value computed on the
 KY0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0984.degrees latitude (g = 980.6199 gals.).
 KY0984
 KY0984.The modeled gravity was interpolated from observed gravity values.
 KY0984
 KY0984;                    North         East    Units  Estimated Accuracy
 KY0984;SPC WV N     -   178,070.      507,460.      MT  (+/- 180 meters Scaled)
 KY0984
 KY0984                          SUPERSEDED SURVEY CONTROL
 KY0984
 KY0984  NGVD 29 (??/??/92)  316.554  (m)         1038.56   (f) ADJ UNCH    2 0
 KY0984
 KY0984.Superseded values are not recommended for survey control.
 KY0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0984.See file dsdata.txt to determine how the superseded data were derived.
 KY0984
 KY0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE353388(NAD 83)
 KY0984_MARKER: DD = SURVEY DISK
 KY0984_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0984_SP_SET: BRIDGE
 KY0984_STAMPING: R 121 1957
 KY0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0984
 KY0984  HISTORY     - Date     Condition        Report By
 KY0984  HISTORY     - 1957     MONUMENTED       WV-069
 KY0984  HISTORY     - 1957     GOOD             NGS
 KY0984
 KY0984                          STATION DESCRIPTION
 KY0984
 KY0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0984'1.9 MI NW FROM VALLEY GROVE.
 KY0984'ABOUT 0.65 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE FIRE STATON
 KY0984'AT VALLEY GROVE, THENCE ABOUT 1.25 MILE NORTH ALONG BATTLE RUN ROAD,
 KY0984'IN THE TOP OF SOUTH END OF EAST CONCRETE BANISTER OF A 15-FOOT
 KY0984'CONCRETE BRIDGE OVER BATTLE RUN, 12 FEET EAST OF CENTER LINE OF ROAD
 KY0984'AND 4 FEET ABOVE LEVEL OF ROAD.  NOTE-- STAMPED BY THIS PARTY IN 1957
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0738 ***********************************************************************
 JX0738  DESIGNATION -  R 122
 JX0738  PID         -  JX0738
 JX0738  STATE/COUNTY-  WV/MARSHALL
 JX0738  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0738
 JX0738                         *CURRENT SURVEY CONTROL
 JX0738  ___________________________________________________________________
 JX0738* NAD 83(1986)-  39 56 14.     (N)    080 42 18.     (W)     SCALED    
 JX0738* NAVD 88     -       389.733  (meters)    1278.65   (feet)  ADJUSTED  
 JX0738  ___________________________________________________________________
 JX0738  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JX0738  DYNAMIC HT  -         389.511 (meters)    1277.92  (feet)  COMP
 JX0738  MODELED GRAV-     980,046.2   (mgal)                       NAVD 88
 JX0738
 JX0738  VERT ORDER  -  SECOND    CLASS 0
 JX0738
 JX0738.The horizontal coordinates were scaled from a topographic map and have
 JX0738.an estimated accuracy of +/- 6 seconds.
 JX0738
 JX0738.The orthometric height was determined by differential leveling
 JX0738.and adjusted by the National Geodetic Survey in June 1991..
 JX0738
 JX0738.The geoid height was determined by GEOID03.
 JX0738
 JX0738.The dynamic height is computed by dividing the NAVD 88
 JX0738.geopotential number by the normal gravity value computed on the
 JX0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0738.degrees latitude (g = 980.6199 gals.).
 JX0738
 JX0738.The modeled gravity was interpolated from observed gravity values.
 JX0738
 JX0738;                    North         East    Units  Estimated Accuracy
 JX0738;SPC WV N     -   160,250.      497,010.      MT  (+/- 180 meters Scaled)
 JX0738
 JX0738                          SUPERSEDED SURVEY CONTROL
 JX0738
 JX0738  NGVD 29 (??/??/92)  389.889  (m)         1279.16   (f) ADJ UNCH    2 0
 JX0738
 JX0738.Superseded values are not recommended for survey control.
 JX0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0738.See file dsdata.txt to determine how the superseded data were derived.
 JX0738
 JX0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE252208(NAD 83)
 JX0738_MARKER: DB = BENCH MARK DISK
 JX0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0738_STAMPING: R 122 1957
 JX0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0738+STABILITY: SURFACE MOTION
 JX0738
 JX0738  HISTORY     - Date     Condition        Report By
 JX0738  HISTORY     - 1957     MONUMENTED       CGS
 JX0738  HISTORY     - 1983     GOOD             NGS
 JX0738
 JX0738                          STATION DESCRIPTION
 JX0738
 JX0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0738'3.6 MI NE FROM MOUNDSVILLE.
 JX0738'ABOUT 3.55 MILES NORTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 JX0738'POST OFFICE AT MOUNDSVILLE, ABOUT 0.15 MILE NORTHEAST OF FAIRVIEW
 JX0738'METHODIST CHURCH, NEAR THE BOTTOM OF A GRADE, 21 1/2 FEET NORTH
 JX0738'OF CENTER LINE OF HIGHWAY, 16 FEET EAST OF CENTER LINE OF A DRIVE
 JX0738'LEADING NORTH AND CURVING NORTHWEST TO A HOUSE, 58 1/2 FEET EAST
 JX0738'OF CABLE AND POWER POLE NO. 48-65, 2 FEET NORTHWEST OF A CONCRETE
 JX0738'WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY AND SET
 JX0738'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JX0738
 JX0738                          STATION RECOVERY (1983)
 JX0738
 JX0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0740 ***********************************************************************
 JX0740  DESIGNATION -  R 123
 JX0740  PID         -  JX0740
 JX0740  STATE/COUNTY-  WV/MARSHALL
 JX0740  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0740
 JX0740                         *CURRENT SURVEY CONTROL
 JX0740  ___________________________________________________________________
 JX0740* NAD 83(1986)-  39 56 38.     (N)    080 40 33.     (W)     SCALED    
 JX0740* NAVD 88     -       419.030  (meters)    1374.77   (feet)  ADJUSTED  
 JX0740  ___________________________________________________________________
 JX0740  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JX0740  DYNAMIC HT  -         418.787 (meters)    1373.97  (feet)  COMP
 JX0740  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 JX0740
 JX0740  VERT ORDER  -  SECOND    CLASS 0
 JX0740
 JX0740.The horizontal coordinates were scaled from a topographic map and have
 JX0740.an estimated accuracy of +/- 6 seconds.
 JX0740
 JX0740.The orthometric height was determined by differential leveling
 JX0740.and adjusted by the National Geodetic Survey in June 1991..
 JX0740
 JX0740.The geoid height was determined by GEOID03.
 JX0740
 JX0740.The dynamic height is computed by dividing the NAVD 88
 JX0740.geopotential number by the normal gravity value computed on the
 JX0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0740.degrees latitude (g = 980.6199 gals.).
 JX0740
 JX0740.The modeled gravity was interpolated from observed gravity values.
 JX0740
 JX0740;                    North         East    Units  Estimated Accuracy
 JX0740;SPC WV N     -   160,960.      499,520.      MT  (+/- 180 meters Scaled)
 JX0740
 JX0740                          SUPERSEDED SURVEY CONTROL
 JX0740
 JX0740  NGVD 29 (??/??/92)  419.178  (m)         1375.25   (f) ADJ UNCH    2 0
 JX0740
 JX0740.Superseded values are not recommended for survey control.
 JX0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0740.See file dsdata.txt to determine how the superseded data were derived.
 JX0740
 JX0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE276215(NAD 83)
 JX0740_MARKER: DB = BENCH MARK DISK
 JX0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0740_SP_SET: RADIO TOWER CON BASE
 JX0740_STAMPING: R 123 1957
 JX0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0740
 JX0740  HISTORY     - Date     Condition        Report By
 JX0740  HISTORY     - 1957     MONUMENTED       CGS
 JX0740  HISTORY     - 1983     GOOD             NGS
 JX0740
 JX0740                          STATION DESCRIPTION
 JX0740
 JX0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0740'2 MI NW FROM LIMESTONE.
 JX0740'ABOUT 2.05 MILES NORTHWEST AND WEST ALONG U.S. HIGHWAY 250 FROM
 JX0740'THE WASHINGTON DISTRICT CONSOLIDATED SCHOOL AT LIMESTONE, ABOUT 0.95
 JX0740'MILE WEST OF THE JUNCTION OF STATE HIGHWAY 88 LEADING NORTH, 0.55
 JX0740'MILE WEST OF WOOD HILL METHODIST CHURCH, ABOUT 38 YARDS NORTH OF
 JX0740'CENTER LINE OF HIGHWAY, SET VERTICALLY IN THE NORTH FACE OF THE
 JX0740'CONCRETE BASE OF THE NORTHEAST LEG OF STATE POLICE RADIO TOWER,
 JX0740'49 1/2 FEET NORTHWEST OF NORTHWEST CORNER OF A HOUSE AND ABOUT 10
 JX0740'FEET ABOVE LEVEL OF HIGHWAY.
 JX0740
 JX0740                          STATION RECOVERY (1983)
 JX0740
 JX0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0769 ***********************************************************************
 JX0769  DESIGNATION -  R 124
 JX0769  PID         -  JX0769
 JX0769  STATE/COUNTY-  WV/MARSHALL
 JX0769  USGS QUAD   -  MAJORSVILLE (1988)
 JX0769
 JX0769                         *CURRENT SURVEY CONTROL
 JX0769  ___________________________________________________________________
 JX0769* NAD 83(1986)-  39 57 23.     (N)    080 31 46.     (W)     SCALED    
 JX0769* NAVD 88     -       252.493  (meters)     828.39   (feet)  ADJUSTED  
 JX0769  ___________________________________________________________________
 JX0769  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JX0769  DYNAMIC HT  -         252.344 (meters)     827.90  (feet)  COMP
 JX0769  MODELED GRAV-     980,029.0   (mgal)                       NAVD 88
 JX0769
 JX0769  VERT ORDER  -  SECOND    CLASS 0
 JX0769
 JX0769.The horizontal coordinates were scaled from a topographic map and have
 JX0769.an estimated accuracy of +/- 6 seconds.
 JX0769
 JX0769.The orthometric height was determined by differential leveling
 JX0769.and adjusted by the National Geodetic Survey in June 1991..
 JX0769
 JX0769.The geoid height was determined by GEOID03.
 JX0769
 JX0769.The dynamic height is computed by dividing the NAVD 88
 JX0769.geopotential number by the normal gravity value computed on the
 JX0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0769.degrees latitude (g = 980.6199 gals.).
 JX0769
 JX0769.The modeled gravity was interpolated from observed gravity values.
 JX0769
 JX0769;                    North         East    Units  Estimated Accuracy
 JX0769;SPC WV N     -   162,190.      512,040.      MT  (+/- 180 meters Scaled)
 JX0769
 JX0769                          SUPERSEDED SURVEY CONTROL
 JX0769
 JX0769  NGVD 29 (??/??/92)  252.632  (m)          828.84   (f) ADJ UNCH    2 0
 JX0769
 JX0769.Superseded values are not recommended for survey control.
 JX0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0769.See file dsdata.txt to determine how the superseded data were derived.
 JX0769
 JX0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE401230(NAD 83)
 JX0769_MARKER: DB = BENCH MARK DISK
 JX0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0769_STAMPING: R 124 1957
 JX0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0769+STABILITY: SURFACE MOTION
 JX0769
 JX0769  HISTORY     - Date     Condition        Report By
 JX0769  HISTORY     - 1957     MONUMENTED       CGS
 JX0769
 JX0769                          STATION DESCRIPTION
 JX0769
 JX0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0769'3.1 MI N FROM CALIS.
 JX0769'ABOUT 3.1 MILES NORTH ALONG A GRAVEL ROAD LEADING TO MAJORSVILLE
 JX0769'FROM MOUNT HOPE CHURCH AND CEMETERY AT CALIS, ABOUT 1.35 MILE
 JX0769'WEST AND SOUTHWEST OF SALEM METHODIST CHURCH AT MAJORSVILLE
 JX0769'(CHURCH IS IN PENNSYLVANIA), ABOUT 1.0 MILE SOUTHWEST OF THE
 JX0769'PENNSYLVANIA-WEST VIRGINIA STATE LINE AT MAJORSVILLE, 22 1/2
 JX0769'FEET WEST-NORTHWEST OF CENTER LINE OF ROAD, 42 FEET
 JX0769'WEST-NORTHWEST AND AT RIGHT ANGLE ACROSS ROAD FROM THE TOP OF A
 JX0769'PIPE LINE MARKER, 57 FEET SOUTH OF A PIPE LINE VALVE, 95 FEET
 JX0769'SOUTH-SOUTHWEST OF A FENCE CORNER, 1 FOOT EAST-SOUTHEAST OF A
 JX0769'FENCE LINE, 2 FEET NORTHEAST OF A CONCRETE WITNESS POST, ABOUT
 JX0769'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX0769'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0536 ***********************************************************************
 JX0536  DESIGNATION -  R 125
 JX0536  PID         -  JX0536
 JX0536  STATE/COUNTY-  WV/MARSHALL
 JX0536  USGS QUAD   -  CAMERON (1988)
 JX0536
 JX0536                         *CURRENT SURVEY CONTROL
 JX0536  ___________________________________________________________________
 JX0536* NAD 83(1986)-  39 45 15.     (N)    080 33 21.     (W)     SCALED    
 JX0536* NAVD 88     -       315.128  (meters)    1033.88   (feet)  ADJUSTED  
 JX0536  ___________________________________________________________________
 JX0536  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0536  DYNAMIC HT  -         314.946 (meters)    1033.29  (feet)  COMP
 JX0536  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 JX0536
 JX0536  VERT ORDER  -  SECOND    CLASS 0
 JX0536
 JX0536.The horizontal coordinates were scaled from a topographic map and have
 JX0536.an estimated accuracy of +/- 6 seconds.
 JX0536
 JX0536.The orthometric height was determined by differential leveling
 JX0536.and adjusted by the National Geodetic Survey in June 1991..
 JX0536
 JX0536.The geoid height was determined by GEOID03.
 JX0536
 JX0536.The dynamic height is computed by dividing the NAVD 88
 JX0536.geopotential number by the normal gravity value computed on the
 JX0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0536.degrees latitude (g = 980.6199 gals.).
 JX0536
 JX0536.The modeled gravity was interpolated from observed gravity values.
 JX0536
 JX0536;                    North         East    Units  Estimated Accuracy
 JX0536;SPC WV N     -   139,770.      509,520.      MT  (+/- 180 meters Scaled)
 JX0536
 JX0536                          SUPERSEDED SURVEY CONTROL
 JX0536
 JX0536  NGVD 29 (??/??/92)  315.267  (m)         1034.34   (f) ADJ UNCH    2 0
 JX0536
 JX0536.Superseded values are not recommended for survey control.
 JX0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0536.See file dsdata.txt to determine how the superseded data were derived.
 JX0536
 JX0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE380005(NAD 83)
 JX0536_MARKER: DB = BENCH MARK DISK
 JX0536_SETTING: 66 = SET IN ROCK OUTCROP
 JX0536_SP_SET: ROCK CUT
 JX0536_STAMPING: R 125 1957
 JX0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0536+STABILITY: POSITION/ELEVATION WELL
 JX0536
 JX0536  HISTORY     - Date     Condition        Report By
 JX0536  HISTORY     - 1957     MONUMENTED       CGS
 JX0536
 JX0536                          STATION DESCRIPTION
 JX0536
 JX0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0536'0.3 MI SW FROM BELLTON.
 JX0536'ABOUT 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 250 FROM THE BALTIMORE
 JX0536'AND OHIO STATION SIGN DENVER AT BELLTON, 27 1/2 FEET WEST-SOUTHWEST
 JX0536'OF CENTER LINE OF HIGHWAY AND ON THE OUTSIDE OF A SHARP CURVE, SET
 JX0536'VERTICALLY IN THE 4 FOOT HIGH AND 4 FOOT WIDE EAST FACE OF A
 JX0536'ROCK IN A CUT BANK, 17 FEET WEST OF NORTHWEST END OF A GUARD RAIL
 JX0536'AND ABOUT 4 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0555 ***********************************************************************
 JX0555  DESIGNATION -  R 126
 JX0555  PID         -  JX0555
 JX0555  STATE/COUNTY-  WV/WETZEL
 JX0555  USGS QUAD   -  WILEYVILLE (1976)
 JX0555
 JX0555                         *CURRENT SURVEY CONTROL
 JX0555  ___________________________________________________________________
 JX0555* NAD 83(1986)-  39 40 16.     (N)    080 41 40.     (W)     SCALED    
 JX0555* NAVD 88     -       419.267  (meters)    1375.55   (feet)  ADJUSTED  
 JX0555  ___________________________________________________________________
 JX0555  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JX0555  DYNAMIC HT  -         419.020 (meters)    1374.73  (feet)  COMP
 JX0555  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 JX0555
 JX0555  VERT ORDER  -  SECOND    CLASS 0
 JX0555
 JX0555.The horizontal coordinates were scaled from a topographic map and have
 JX0555.an estimated accuracy of +/- 6 seconds.
 JX0555
 JX0555.The orthometric height was determined by differential leveling
 JX0555.and adjusted by the National Geodetic Survey in June 1991..
 JX0555
 JX0555.The geoid height was determined by GEOID03.
 JX0555
 JX0555.The dynamic height is computed by dividing the NAVD 88
 JX0555.geopotential number by the normal gravity value computed on the
 JX0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0555.degrees latitude (g = 980.6199 gals.).
 JX0555
 JX0555.The modeled gravity was interpolated from observed gravity values.
 JX0555
 JX0555;                    North         East    Units  Estimated Accuracy
 JX0555;SPC WV N     -   130,700.      497,520.      MT  (+/- 180 meters Scaled)
 JX0555
 JX0555                          SUPERSEDED SURVEY CONTROL
 JX0555
 JX0555  NGVD 29 (??/??/92)  419.426  (m)         1376.07   (f) ADJ UNCH    2 0
 JX0555
 JX0555.Superseded values are not recommended for survey control.
 JX0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0555.See file dsdata.txt to determine how the superseded data were derived.
 JX0555
 JX0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND262912(NAD 83)
 JX0555_MARKER: DB = BENCH MARK DISK
 JX0555_SETTING: 66 = SET IN ROCK OUTCROP
 JX0555_SP_SET: ROCK CUT
 JX0555_STAMPING: R 126 1957
 JX0555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0555+STABILITY: POSITION/ELEVATION WELL
 JX0555
 JX0555  HISTORY     - Date     Condition        Report By
 JX0555  HISTORY     - 1957     MONUMENTED       CGS
 JX0555
 JX0555                          STATION DESCRIPTION
 JX0555
 JX0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0555'1.1 MI E FROM NEWDALE.
 JX0555'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 89 FROM THE ROAD
 JX0555'JUNCTION AT NEWDALE, ABOUT 0.5 MILE WEST OF JUNCTION OF ROAD
 JX0555'SOUTH, ABOUT 0.15 MILE WEST OF A ROAD NORTH, 0.1 MILE NORTHEAST
 JX0555'OF A HOUSE AND SPRING, ON THE INSIDE OF A SHARP CURVE IN
 JX0555'HIGHWAY, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, 15 FEET
 JX0555'NORTH OF CENTER LINE OF HIGHWAY, 87 FEET EAST OF NORTH END OF
 JX0555'AN 18-INCH PIPE CULVERT AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0722 ***********************************************************************
 JX0722  DESIGNATION -  R 127
 JX0722  PID         -  JX0722
 JX0722  STATE/COUNTY-  WV/MARSHALL
 JX0722  USGS QUAD   -  GLEN EASTON (1976)
 JX0722
 JX0722                         *CURRENT SURVEY CONTROL
 JX0722  ___________________________________________________________________
 JX0722* NAD 83(1986)-  39 46 24.     (N)    080 43 16.     (W)     SCALED    
 JX0722* NAVD 88     -       210.976  (meters)     692.18   (feet)  ADJUSTED  
 JX0722  ___________________________________________________________________
 JX0722  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX0722  DYNAMIC HT  -         210.857 (meters)     691.79  (feet)  COMP
 JX0722  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 JX0722
 JX0722  VERT ORDER  -  SECOND    CLASS 0
 JX0722
 JX0722.The horizontal coordinates were scaled from a topographic map and have
 JX0722.an estimated accuracy of +/- 6 seconds.
 JX0722
 JX0722.The orthometric height was determined by differential leveling
 JX0722.and adjusted by the National Geodetic Survey in June 1991..
 JX0722
 JX0722.The geoid height was determined by GEOID03.
 JX0722
 JX0722.The dynamic height is computed by dividing the NAVD 88
 JX0722.geopotential number by the normal gravity value computed on the
 JX0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0722.degrees latitude (g = 980.6199 gals.).
 JX0722
 JX0722.The modeled gravity was interpolated from observed gravity values.
 JX0722
 JX0722;                    North         East    Units  Estimated Accuracy
 JX0722;SPC WV N     -   142,070.      495,390.      MT  (+/- 180 meters Scaled)
 JX0722
 JX0722                          SUPERSEDED SURVEY CONTROL
 JX0722
 JX0722  NGVD 29 (??/??/92)  211.124  (m)          692.66   (f) ADJ UNCH    2 0
 JX0722
 JX0722.Superseded values are not recommended for survey control.
 JX0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0722.See file dsdata.txt to determine how the superseded data were derived.
 JX0722
 JX0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE238026(NAD 83)
 JX0722_MARKER: DB = BENCH MARK DISK
 JX0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0722_STAMPING: R 127 1957
 JX0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0722+STABILITY: SURFACE MOTION
 JX0722
 JX0722  HISTORY     - Date     Condition        Report By
 JX0722  HISTORY     - 1957     MONUMENTED       CGS
 JX0722
 JX0722                          STATION DESCRIPTION
 JX0722
 JX0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0722'1.7 MI NW FROM LYNN CAMP.
 JX0722'ABOUT 0.45 MILES NORTH ALONG A BLACK TOP ROAD FROM THE METHODIST
 JX0722'CHURCH AT LYNN CAMP, THENCE ABOUT 1.25, MILES NORTHWEST ALONG A
 JX0722'GRAVEL ROAD FOLLOWING FISH CREEK, 21 FEET NORTH OF CENTER LINE
 JX0722'OF ROAD, 39 FEET SOUTH OF SOUTHEAST CORNER OF A CAFE AND DANCE
 JX0722'HALL, IN SMALL PARK OF MON AND POP LIVELY PLACE, 17 FEET WEST OF
 JX0722'CENTER LINE OF ROAD TO PARK, 26 FEET SOUTH OF AN EVERGREEN TREE,
 JX0722'ABOUT 3 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 JX0722'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0695 ***********************************************************************
 JX0695  DESIGNATION -  R 128
 JX0695  PID         -  JX0695
 JX0695  STATE/COUNTY-  WV/WETZEL
 JX0695  USGS QUAD   -  WILEYVILLE (1976)
 JX0695
 JX0695                         *CURRENT SURVEY CONTROL
 JX0695  ___________________________________________________________________
 JX0695* NAD 83(1986)-  39 43 08.     (N)    080 43 45.     (W)     SCALED    
 JX0695* NAVD 88     -       339.145  (meters)    1112.68   (feet)  ADJUSTED  
 JX0695  ___________________________________________________________________
 JX0695  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JX0695  DYNAMIC HT  -         338.949 (meters)    1112.04  (feet)  COMP
 JX0695  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 JX0695
 JX0695  VERT ORDER  -  SECOND    CLASS 0
 JX0695
 JX0695.The horizontal coordinates were scaled from a topographic map and have
 JX0695.an estimated accuracy of +/- 6 seconds.
 JX0695
 JX0695.The orthometric height was determined by differential leveling
 JX0695.and adjusted by the National Geodetic Survey in June 1991..
 JX0695
 JX0695.The geoid height was determined by GEOID03.
 JX0695
 JX0695.The dynamic height is computed by dividing the NAVD 88
 JX0695.geopotential number by the normal gravity value computed on the
 JX0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0695.degrees latitude (g = 980.6199 gals.).
 JX0695
 JX0695.The modeled gravity was interpolated from observed gravity values.
 JX0695
 JX0695;                    North         East    Units  Estimated Accuracy
 JX0695;SPC WV N     -   136,040.      494,620.      MT  (+/- 180 meters Scaled)
 JX0695
 JX0695                          SUPERSEDED SURVEY CONTROL
 JX0695
 JX0695  NGVD 29 (??/??/92)  339.299  (m)         1113.18   (f) ADJ UNCH    2 0
 JX0695
 JX0695.Superseded values are not recommended for survey control.
 JX0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0695.See file dsdata.txt to determine how the superseded data were derived.
 JX0695
 JX0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND232965(NAD 83)
 JX0695_MARKER: DB = BENCH MARK DISK
 JX0695_SETTING: 66 = SET IN ROCK OUTCROP
 JX0695_SP_SET: ROCK PROJECTION
 JX0695_STAMPING: R 128 1957
 JX0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0695+STABILITY: POSITION/ELEVATION WELL
 JX0695
 JX0695  HISTORY     - Date     Condition        Report By
 JX0695  HISTORY     - 1957     MONUMENTED       CGS
 JX0695
 JX0695                          STATION DESCRIPTION
 JX0695
 JX0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0695'1.4 MI SW FROM SAINT JOSEPH.
 JX0695'ABOUT 1.45 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE ROAD
 JX0695'JUNCTION AND CHURCH AT SAINT JOSEPH, ABOUT 0.25 MILE SOUTHWEST OF
 JX0695'THE MARSHALL-WETZEL COUNTY LINE, ABOUT 0.3 MILE NORTHEAST OF A
 JX0695'25-FOOT BRIDGE OVER WHETSTONE CREEK, ON THE SOUTHWEST SLOPE OF A
 JX0695'GRADE, SET VERTICALLY IN THE WEST FACE OF A PROJECTING OF ROCK
 JX0695'THAT IS PART OF A CUT, 14 FEET EAST OF CENTER LINE OF ROAD AND
 JX0695'ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0666 ***********************************************************************
 JX0666  DESIGNATION -  R 129
 JX0666  PID         -  JX0666
 JX0666  STATE/COUNTY-  WV/WETZEL
 JX0666  USGS QUAD   -  BIG RUN (1976)
 JX0666
 JX0666                         *CURRENT SURVEY CONTROL
 JX0666  ___________________________________________________________________
 JX0666* NAD 83(1986)-  39 34 04.     (N)    080 32 39.     (W)     SCALED    
 JX0666* NAVD 88     -       350.088  (meters)    1148.58   (feet)  ADJUSTED  
 JX0666  ___________________________________________________________________
 JX0666  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JX0666  DYNAMIC HT  -         349.881 (meters)    1147.90  (feet)  COMP
 JX0666  MODELED GRAV-     980,025.6   (mgal)                       NAVD 88
 JX0666
 JX0666  VERT ORDER  -  SECOND    CLASS 0
 JX0666
 JX0666.The horizontal coordinates were scaled from a topographic map and have
 JX0666.an estimated accuracy of +/- 6 seconds.
 JX0666
 JX0666.The orthometric height was determined by differential leveling
 JX0666.and adjusted by the National Geodetic Survey in June 1991..
 JX0666
 JX0666.The geoid height was determined by GEOID03.
 JX0666
 JX0666.The dynamic height is computed by dividing the NAVD 88
 JX0666.geopotential number by the normal gravity value computed on the
 JX0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0666.degrees latitude (g = 980.6199 gals.).
 JX0666
 JX0666.The modeled gravity was interpolated from observed gravity values.
 JX0666
 JX0666;                    North         East    Units  Estimated Accuracy
 JX0666;SPC WV N     -   119,060.      510,280.      MT  (+/- 180 meters Scaled)
 JX0666
 JX0666                          SUPERSEDED SURVEY CONTROL
 JX0666
 JX0666  NGVD 29 (??/??/92)  350.243  (m)         1149.09   (f) ADJ UNCH    2 0
 JX0666
 JX0666.Superseded values are not recommended for survey control.
 JX0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0666.See file dsdata.txt to determine how the superseded data were derived.
 JX0666
 JX0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND391798(NAD 83)
 JX0666_MARKER: DB = BENCH MARK DISK
 JX0666_SETTING: 66 = SET IN ROCK OUTCROP
 JX0666_SP_SET: ROCK PROJECTION
 JX0666_STAMPING: R 129 1957
 JX0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0666+STABILITY: POSITION/ELEVATION WELL
 JX0666
 JX0666  HISTORY     - Date     Condition        Report By
 JX0666  HISTORY     - 1957     MONUMENTED       CGS
 JX0666
 JX0666                          STATION DESCRIPTION
 JX0666
 JX0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0666'1 MI NE FROM MOBLEY.
 JX0666'ABOUT 0.8 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE ROAD
 JX0666'JUNCTION AT MOBLEY, THENCE ABOUT 0.2 MILE NORTH ALONG AN OLD
 JX0666'ABANDONED ROAD, ON THE SLOPE OF A LONG CROOKED GRADE, ABOUT 150
 JX0666'YARDS WEST OF A SHARP CURVE IN TRAIL WITH TANGENTS EXTENDING
 JX0666'WEST AND SOUTHWEST, ABOUT 40 YARDS EAST OF A CURVE WITH TANGENTS
 JX0666'EXTENDING EAST AND NORTH, ABOUT 80 YARDS SOUTHWEST OF AN OLD OIL
 JX0666'WELL WHICH IS ON NORTH SIDE OF TRAIL, SET VERTICALLY IN THE
 JX0666'SOUTH FACE OF A PROJECTION OF ROCK THAT IS PART OF A HIGH BANK,
 JX0666'12 FEET NORTH OF CENTER LINE OF TRAIL AND ABOUT 6 FEET ABOVE
 JX0666'LEVEL OF TRAIL.  NOTE-- MARK IS ABOUT 1.6 MILES SOUTHWEST AND
 JX0666'SOUTH ALONG AN OLD TRAIL FROM THE SCHOOL AT BURCHFIELD, WETZEL
 JX0666'COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1064 ***********************************************************************
 HX1064  DESIGNATION -  R 13
 HX1064  PID         -  HX1064
 HX1064  STATE/COUNTY-  WV/NICHOLAS
 HX1064  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1064
 HX1064                         *CURRENT SURVEY CONTROL
 HX1064  ___________________________________________________________________
 HX1064* NAD 83(1986)-  38 20 46.     (N)    080 50 18.     (W)     SCALED    
 HX1064* NAVD 88     -       569.937  (meters)    1869.87   (feet)  ADJUSTED  
 HX1064  ___________________________________________________________________
 HX1064  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 HX1064  DYNAMIC HT  -         569.510 (meters)    1868.47  (feet)  COMP
 HX1064  MODELED GRAV-     979,860.1   (mgal)                       NAVD 88
 HX1064
 HX1064  VERT ORDER  -  SECOND    CLASS 0
 HX1064
 HX1064.The horizontal coordinates were scaled from a topographic map and have
 HX1064.an estimated accuracy of +/- 6 seconds.
 HX1064
 HX1064.The orthometric height was determined by differential leveling
 HX1064.and adjusted by the National Geodetic Survey in June 1991..
 HX1064
 HX1064.The geoid height was determined by GEOID03.
 HX1064
 HX1064.The dynamic height is computed by dividing the NAVD 88
 HX1064.geopotential number by the normal gravity value computed on the
 HX1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1064.degrees latitude (g = 980.6199 gals.).
 HX1064
 HX1064.The modeled gravity was interpolated from observed gravity values.
 HX1064
 HX1064;                    North         East    Units  Estimated Accuracy
 HX1064;SPC WV S     -   149,420.      614,130.      MT  (+/- 180 meters Scaled)
 HX1064
 HX1064                          SUPERSEDED SURVEY CONTROL
 HX1064
 HX1064  NGVD 29 (??/??/92)  570.092  (m)         1870.38   (f) ADJ UNCH    2 0
 HX1064
 HX1064.Superseded values are not recommended for survey control.
 HX1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1064.See file dsdata.txt to determine how the superseded data were derived.
 HX1064
 HX1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC141442(NAD 83)
 HX1064_MARKER: DB = BENCH MARK DISK
 HX1064_SETTING: 0 = UNSPECIFIED SETTING
 HX1064_STAMPING: R 13 1934
 HX1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1064
 HX1064  HISTORY     - Date     Condition        Report By
 HX1064  HISTORY     - 1934     MONUMENTED       CGS
 HX1064  HISTORY     - 1961     GOOD             NGS
 HX1064
 HX1064                          STATION DESCRIPTION
 HX1064
 HX1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1064'5.3 MI N FROM SUMMERSVILLE.
 HX1064'ABOUT 5.3 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1064'AT SUMMERSVILLE, ABOUT 0.35 MILE NORTH OF THE JUNCTION OF A
 HX1064'GRADED ROAD LEADING WEST, SET IN THE NORTHWEST CORNER OF THE
 HX1064'YARD AROUND THE RESIDENCE OF RALPH PENNYMONEY, 28 FEET EAST OF
 HX1064'THE CENTER LINE OF THE HIGHWAY, 11 FEET SOUTH OF THE CENTER
 HX1064'LINE OF A DRIVEWAY, 50 FEET NORTHWEST OF THE NORTHWEST CORNER
 HX1064'OF THE RESIDENCE, 3 FEET SOUTHWEST OF THE CENTER OF AN 18-INCH
 HX1064'WILD CHERRY TREE, 22 FEET NORTHEAST OF A TELEPHONE POLE, AND
 HX1064'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0619 ***********************************************************************
 JX0619  DESIGNATION -  R 130
 JX0619  PID         -  JX0619
 JX0619  STATE/COUNTY-  WV/WETZEL
 JX0619  USGS QUAD   -  WILEYVILLE (1976)
 JX0619
 JX0619                         *CURRENT SURVEY CONTROL
 JX0619  ___________________________________________________________________
 JX0619* NAD 83(1986)-  39 37 53.     (N)    080 42 09.     (W)     SCALED    
 JX0619* NAVD 88     -       364.529  (meters)    1195.96   (feet)  ADJUSTED  
 JX0619  ___________________________________________________________________
 JX0619  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JX0619  DYNAMIC HT  -         364.315 (meters)    1195.26  (feet)  COMP
 JX0619  MODELED GRAV-     980,029.8   (mgal)                       NAVD 88
 JX0619
 JX0619  VERT ORDER  -  SECOND    CLASS 0
 JX0619
 JX0619.The horizontal coordinates were scaled from a topographic map and have
 JX0619.an estimated accuracy of +/- 6 seconds.
 JX0619
 JX0619.The orthometric height was determined by differential leveling
 JX0619.and adjusted by the National Geodetic Survey in June 1991..
 JX0619
 JX0619.The geoid height was determined by GEOID03.
 JX0619
 JX0619.The dynamic height is computed by dividing the NAVD 88
 JX0619.geopotential number by the normal gravity value computed on the
 JX0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0619.degrees latitude (g = 980.6199 gals.).
 JX0619
 JX0619.The modeled gravity was interpolated from observed gravity values.
 JX0619
 JX0619;                    North         East    Units  Estimated Accuracy
 JX0619;SPC WV N     -   126,300.      496,770.      MT  (+/- 180 meters Scaled)
 JX0619
 JX0619                          SUPERSEDED SURVEY CONTROL
 JX0619
 JX0619  NGVD 29 (??/??/92)  364.692  (m)         1196.49   (f) ADJ UNCH    2 0
 JX0619
 JX0619.Superseded values are not recommended for survey control.
 JX0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0619.See file dsdata.txt to determine how the superseded data were derived.
 JX0619
 JX0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND255868(NAD 83)
 JX0619_MARKER: DB = BENCH MARK DISK
 JX0619_SETTING: 66 = SET IN ROCK OUTCROP
 JX0619_SP_SET: OUTCROP
 JX0619_STAMPING: R 130 1957
 JX0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0619+STABILITY: POSITION/ELEVATION WELL
 JX0619
 JX0619  HISTORY     - Date     Condition        Report By
 JX0619  HISTORY     - 1957     MONUMENTED       CGS
 JX0619
 JX0619                          STATION DESCRIPTION
 JX0619
 JX0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0619'3 MI NW FROM WILEYVILLE.
 JX0619'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH OF
 JX0619'CHRIST AT WILEYVILLE, THENCE ABOUT 0.65 MILE NORTH ALONG A GRAVEL
 JX0619'ROAD, ABOUT 40 YARDS NORTH OF CROSSING OF A TELEPHONE LINE THAT
 JX0619'FOLLOWS A PIPE LINE, ON THE SOUTH SLOPE OF A LONG WINDING GRADE,
 JX0619'SET VERTICALLY IN THE WEST FACE OF A ROCK PROJECTION THAT IS PART
 JX0619'OF A HIGH SLOPING BANK ON EAST SIDE OF ROAD, 27 FEET EAST OF
 JX0619'CENTER LINE OF ROAD AND ABOUT 8 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1049 ***********************************************************************
 JX1049  DESIGNATION -  R 131
 JX1049  PID         -  JX1049
 JX1049  STATE/COUNTY-  WV/PLEASANTS
 JX1049  USGS QUAD   -  ELLENBORO (1975)
 JX1049
 JX1049                         *CURRENT SURVEY CONTROL
 JX1049  ___________________________________________________________________
 JX1049* NAD 83(1986)-  39 20 08.     (N)    081 04 01.     (W)     SCALED    
 JX1049* NAVD 88     -       253.565  (meters)     831.90   (feet)  ADJUSTED  
 JX1049  ___________________________________________________________________
 JX1049  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JX1049  DYNAMIC HT  -         253.408 (meters)     831.39  (feet)  COMP
 JX1049  MODELED GRAV-     980,003.5   (mgal)                       NAVD 88
 JX1049
 JX1049  VERT ORDER  -  SECOND    CLASS 0
 JX1049
 JX1049.The horizontal coordinates were scaled from a topographic map and have
 JX1049.an estimated accuracy of +/- 6 seconds.
 JX1049
 JX1049.The orthometric height was determined by differential leveling
 JX1049.and adjusted by the National Geodetic Survey in June 1991..
 JX1049
 JX1049.The geoid height was determined by GEOID03.
 JX1049
 JX1049.The dynamic height is computed by dividing the NAVD 88
 JX1049.geopotential number by the normal gravity value computed on the
 JX1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1049.degrees latitude (g = 980.6199 gals.).
 JX1049
 JX1049.The modeled gravity was interpolated from observed gravity values.
 JX1049
 JX1049;                    North         East    Units  Estimated Accuracy
 JX1049;SPC WV N     -    93,940.      464,920.      MT  (+/- 180 meters Scaled)
 JX1049
 JX1049                          SUPERSEDED SURVEY CONTROL
 JX1049
 JX1049  NGVD 29 (??/??/92)  253.731  (m)          832.45   (f) ADJ UNCH    2 0
 JX1049
 JX1049.Superseded values are not recommended for survey control.
 JX1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1049.See file dsdata.txt to determine how the superseded data were derived.
 JX1049
 JX1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD942540(NAD 83)
 JX1049_MARKER: DB = BENCH MARK DISK
 JX1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1049_STAMPING: R 131 1957
 JX1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1049+STABILITY: SURFACE MOTION
 JX1049
 JX1049  HISTORY     - Date     Condition        Report By
 JX1049  HISTORY     - 1957     MONUMENTED       CGS
 JX1049
 JX1049                          STATION DESCRIPTION
 JX1049
 JX1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1049'3.5 MI NE FROM FINCH.
 JX1049'ABOUT 1.4 MILES NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 50 FROM
 JX1049'MT. OLIVET METHODIST CHURCH AT FINCH, THENCE ABOUT 1.1 MILES
 JX1049'NORTHEAST ALONG A GRAVEL ROAD, THENCE 0.15 MILE SOUTHEAST ALONG
 JX1049'A GRAVEL ROAD, THENCE ABOUT 0.85 MILE NORTHEAST ALONG A GRAVEL
 JX1049'ROAD, ABOUT 0.3 MILE SOUTHWEST OF JUNCTION OF A NORTH-SOUTH ROAD,
 JX1049'ABOUT 0.15 MILE SOUTH ALONG A GRAVEL ROAD FROM PLEASANT VALLEY
 JX1049'METHODIST CHURCH AT ADLAI, THENCE 0.3 MILE SOUTHWEST ALONG A
 JX1049'GRAVEL ROAD, 24 FEET NORTHWEST OF CENTER LINE OF ROAD, 20 FEET
 JX1049'NORTH-NORTHEAST AND ACROSS A DRIVEWAY FROM THE NORTHEAST END
 JX1049'OF NORTHWEST HEAD WALL OF A 3-FOOT STONE BOX CULVERT UNDER
 JX1049'ROAD, 36 FEET SOUTH OF SOUTH CORNER OF DONALD COX RESIDENCE, 9
 JX1049'FEET NORTHEAST OF CENTER LINE OF DRIVE NORTHWEST, 6 FEET
 JX1049'NORTH-NORTHWEST OF A TELEPHONE POLE, ABOUT 2 1/2 FEET ABOVE
 JX1049'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX1049'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0922 ***********************************************************************
 JX0922  DESIGNATION -  R 132
 JX0922  PID         -  JX0922
 JX0922  STATE/COUNTY-  WV/RITCHIE
 JX0922  USGS QUAD   -  SCHULTZ (1975)
 JX0922
 JX0922                         *CURRENT SURVEY CONTROL
 JX0922  ___________________________________________________________________
 JX0922* NAD 83(1986)-  39 18 05.     (N)    081 07 29.     (W)     SCALED    
 JX0922* NAVD 88     -       288.687  (meters)     947.13   (feet)  ADJUSTED  
 JX0922  ___________________________________________________________________
 JX0922  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JX0922  DYNAMIC HT  -         288.507 (meters)     946.54  (feet)  COMP
 JX0922  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 JX0922
 JX0922  VERT ORDER  -  SECOND    CLASS 0
 JX0922
 JX0922.The horizontal coordinates were scaled from a topographic map and have
 JX0922.an estimated accuracy of +/- 6 seconds.
 JX0922
 JX0922.The orthometric height was determined by differential leveling
 JX0922.and adjusted by the National Geodetic Survey in June 1991..
 JX0922
 JX0922.The geoid height was determined by GEOID03.
 JX0922
 JX0922.The dynamic height is computed by dividing the NAVD 88
 JX0922.geopotential number by the normal gravity value computed on the
 JX0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0922.degrees latitude (g = 980.6199 gals.).
 JX0922
 JX0922.The modeled gravity was interpolated from observed gravity values.
 JX0922
 JX0922;                    North         East    Units  Estimated Accuracy
 JX0922;SPC WV N     -    90,240.      459,870.      MT  (+/- 180 meters Scaled)
 JX0922
 JX0922                          SUPERSEDED SURVEY CONTROL
 JX0922
 JX0922  NGVD 29 (??/??/92)  288.853  (m)          947.68   (f) ADJ UNCH    2 0
 JX0922
 JX0922.Superseded values are not recommended for survey control.
 JX0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0922.See file dsdata.txt to determine how the superseded data were derived.
 JX0922
 JX0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD892502(NAD 83)
 JX0922_MARKER: DB = BENCH MARK DISK
 JX0922_SETTING: 66 = SET IN ROCK OUTCROP
 JX0922_SP_SET: ROCK CUT
 JX0922_STAMPING: R 132 1957
 JX0922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0922+STABILITY: POSITION/ELEVATION WELL
 JX0922
 JX0922  HISTORY     - Date     Condition        Report By
 JX0922  HISTORY     - 1957     MONUMENTED       CGS
 JX0922
 JX0922                          STATION DESCRIPTION
 JX0922
 JX0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0922'1.9 MI E FROM GLENDALE.
 JX0922'ABOUT 1.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE SCHOOL AT
 JX0922'GLENDALE, ABOUT 3.65 MILES NORTHWEST AND WEST ALONG U.S. HIGHWAY
 JX0922'50 FROM THE JUNCTION OF U.S. ALTERNATE 50 AT PIKE, IN THE TOP
 JX0922'OF OUTCROPPING LEDGE OF  A ROCK CUT, 21 1/2 FEET SOUTH-SOUTHEAST
 JX0922'OF CENTER LINE OF HIGHWAY, 120 FEET SOUTHWEST OF SOUTHEAST END
 JX0922'OF A 30-INCH CONCRETE PIPE CULVERT UNDER HIGHWAY, 129 FEET
 JX0922'SOUTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND A DIM ROAD NORTH,
 JX0922'1 1/4 FEET BELOW A 12-INCH TRIANGLE CHISELED IN ROCK LEDGE AND
 JX0922'3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0317 ***********************************************************************
 JX0317  DESIGNATION -  R 133
 JX0317  PID         -  JX0317
 JX0317  STATE/COUNTY-  WV/DODDRIDGE
 JX0317  USGS QUAD   -  WEST UNION (1987)
 JX0317
 JX0317                         *CURRENT SURVEY CONTROL
 JX0317  ___________________________________________________________________
 JX0317* NAD 83(1986)-  39 17 27.     (N)    080 46 18.     (W)     SCALED    
 JX0317* NAVD 88     -       244.771  (meters)     803.05   (feet)  ADJUSTED  
 JX0317  ___________________________________________________________________
 JX0317  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JX0317  DYNAMIC HT  -         244.620 (meters)     802.56  (feet)  COMP
 JX0317  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 JX0317
 JX0317  VERT ORDER  -  FIRST     CLASS II
 JX0317
 JX0317.The horizontal coordinates were scaled from a topographic map and have
 JX0317.an estimated accuracy of +/- 6 seconds.
 JX0317
 JX0317.The orthometric height was determined by differential leveling
 JX0317.and adjusted by the National Geodetic Survey in June 1991..
 JX0317.WARNING-Repeat measurements at this control monument indicate possible
 JX0317.vertical movement.
 JX0317
 JX0317.The geoid height was determined by GEOID03.
 JX0317
 JX0317.The dynamic height is computed by dividing the NAVD 88
 JX0317.geopotential number by the normal gravity value computed on the
 JX0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0317.degrees latitude (g = 980.6199 gals.).
 JX0317
 JX0317.The modeled gravity was interpolated from observed gravity values.
 JX0317
 JX0317;                    North         East    Units  Estimated Accuracy
 JX0317;SPC WV N     -    88,570.      490,300.      MT  (+/- 180 meters Scaled)
 JX0317
 JX0317                          SUPERSEDED SURVEY CONTROL
 JX0317
 JX0317  NGVD 29 (??/??/92)  244.940  (m)          803.61   (f) ADJ UNCH    1 2
 JX0317
 JX0317.Superseded values are not recommended for survey control.
 JX0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0317.See file dsdata.txt to determine how the superseded data were derived.
 JX0317
 JX0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND196490(NAD 83)
 JX0317_MARKER: DB = BENCH MARK DISK
 JX0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0317_SP_SET: BRIDGE
 JX0317_STAMPING: R 133 1957
 JX0317_MARK LOGO: CGS   
 JX0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0317
 JX0317  HISTORY     - Date     Condition        Report By
 JX0317  HISTORY     - 1957     MONUMENTED       CGS
 JX0317  HISTORY     - 1983     GOOD             NGS
 JX0317
 JX0317                          STATION DESCRIPTION
 JX0317
 JX0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0317'0.3 MI SE FROM WEST UNION.
 JX0317'ABOUT 0.3 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0317'FROM THE STATION AT WEST UNION, IN THE TOP OF THE SOUTHWEST END
 JX0317'OF SOUTHEAST CONCRETE CAP STONE OF SOUTHEAST STONE ABUTMENT OF
 JX0317'RAILROAD BRIDGE NO. 23 OVER MIDDLE ISLAND CREEK, 14 3/4 FEET
 JX0317'SOUTHWEST OF SOUTHWEST RAIL, 3/4 FEET NORTHEAST OF SOUTHWEST END
 JX0317'OF CAP STONE AND 2 FEET BELOW LEVEL OF TRACK.
 JX0317
 JX0317                          STATION RECOVERY (1983)
 JX0317
 JX0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0317'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN WEST UNION,
 JX0317'IN THE SOUTHEAST PART OF THE CITY, IN THE SOUTHEAST ABUTMENT OF A
 JX0317'RAILROAD BRIDGE OVER STATE HIGHWAY 18 AND MIDDLE ISLAND CREEK,
 JX0317'4.5 METERS (15.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 JX0317'THE MARK IS 0.60 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0373 ***********************************************************************
 JX0373  DESIGNATION -  R 134
 JX0373  PID         -  JX0373
 JX0373  STATE/COUNTY-  WV/DODDRIDGE
 JX0373  USGS QUAD   -  CENTER POINT (1976)
 JX0373
 JX0373                         *CURRENT SURVEY CONTROL
 JX0373  ___________________________________________________________________
 JX0373* NAD 83(1986)-  39 24 17.     (N)    080 40 23.     (W)     SCALED    
 JX0373* NAVD 88     -       231.404  (meters)     759.20   (feet)  ADJUSTED  
 JX0373  ___________________________________________________________________
 JX0373  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JX0373  DYNAMIC HT  -         231.266 (meters)     758.75  (feet)  COMP
 JX0373  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 JX0373
 JX0373  VERT ORDER  -  SECOND    CLASS 0
 JX0373
 JX0373.The horizontal coordinates were scaled from a topographic map and have
 JX0373.an estimated accuracy of +/- 6 seconds.
 JX0373
 JX0373.The orthometric height was determined by differential leveling
 JX0373.and adjusted by the National Geodetic Survey in June 1991..
 JX0373
 JX0373.The geoid height was determined by GEOID03.
 JX0373
 JX0373.The dynamic height is computed by dividing the NAVD 88
 JX0373.geopotential number by the normal gravity value computed on the
 JX0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0373.degrees latitude (g = 980.6199 gals.).
 JX0373
 JX0373.The modeled gravity was interpolated from observed gravity values.
 JX0373
 JX0373;                    North         East    Units  Estimated Accuracy
 JX0373;SPC WV N     -   101,100.      498,970.      MT  (+/- 180 meters Scaled)
 JX0373
 JX0373                          SUPERSEDED SURVEY CONTROL
 JX0373
 JX0373  NGVD 29 (??/??/92)  231.565  (m)          759.73   (f) ADJ UNCH    2 0
 JX0373
 JX0373.Superseded values are not recommended for survey control.
 JX0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0373.See file dsdata.txt to determine how the superseded data were derived.
 JX0373
 JX0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND281617(NAD 83)
 JX0373_MARKER: DB = BENCH MARK DISK
 JX0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0373_SP_SET: BRIDGE
 JX0373_STAMPING: R 134 1957
 JX0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0373
 JX0373  HISTORY     - Date     Condition        Report By
 JX0373  HISTORY     - 1957     MONUMENTED       CGS
 JX0373
 JX0373                          STATION DESCRIPTION
 JX0373
 JX0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0373'AT ASHLEY.
 JX0373'AT ASHLEY, ALONG STATE HIGHWAY 23, IN THE TOP OF THE NORTHEAST
 JX0373'END OF CENTER PIER OF A TWIN 18-FOOT CONCRETE BRIDGE OVER
 JX0373'BROAD RUN, 11 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY, 61
 JX0373'FEET WEST OF NORTHWEST CORNER OF BATES GROCERY STORE, 325 FEET
 JX0373'EAST OF CENTER OF JUNCTION OF HIGHWAY AND A ROAD NORTHEAST,
 JX0373'1 FOOT NORTH OF BRIDGE RAILING AND 1 1/2 FEET BELOW LEVEL OF
 JX0373'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0410 ***********************************************************************
 JX0410  DESIGNATION -  R 135
 JX0410  PID         -  JX0410
 JX0410  STATE/COUNTY-  WV/TYLER
 JX0410  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0410
 JX0410                         *CURRENT SURVEY CONTROL
 JX0410  ___________________________________________________________________
 JX0410* NAD 83(1986)-  39 24 30.     (N)    080 59 17.     (W)     SCALED    
 JX0410* NAVD 88     -       234.241  (meters)     768.51   (feet)  ADJUSTED  
 JX0410  ___________________________________________________________________
 JX0410  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JX0410  DYNAMIC HT  -         234.099 (meters)     768.04  (feet)  COMP
 JX0410  MODELED GRAV-     980,019.2   (mgal)                       NAVD 88
 JX0410
 JX0410  VERT ORDER  -  SECOND    CLASS 0
 JX0410
 JX0410.The horizontal coordinates were scaled from a topographic map and have
 JX0410.an estimated accuracy of +/- 6 seconds.
 JX0410
 JX0410.The orthometric height was determined by differential leveling
 JX0410.and adjusted by the National Geodetic Survey in June 1991..
 JX0410
 JX0410.The geoid height was determined by GEOID03.
 JX0410
 JX0410.The dynamic height is computed by dividing the NAVD 88
 JX0410.geopotential number by the normal gravity value computed on the
 JX0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0410.degrees latitude (g = 980.6199 gals.).
 JX0410
 JX0410.The modeled gravity was interpolated from observed gravity values.
 JX0410
 JX0410;                    North         East    Units  Estimated Accuracy
 JX0410;SPC WV N     -   101,900.      471,850.      MT  (+/- 180 meters Scaled)
 JX0410
 JX0410                          SUPERSEDED SURVEY CONTROL
 JX0410
 JX0410  NGVD 29 (??/??/92)  234.410  (m)          769.06   (f) ADJ UNCH    2 0
 JX0410
 JX0410.Superseded values are not recommended for survey control.
 JX0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0410.See file dsdata.txt to determine how the superseded data were derived.
 JX0410
 JX0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND010620(NAD 83)
 JX0410_MARKER: DB = BENCH MARK DISK
 JX0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0410_STAMPING: R 135 1957
 JX0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0410+STABILITY: SURFACE MOTION
 JX0410
 JX0410  HISTORY     - Date     Condition        Report By
 JX0410  HISTORY     - 1957     MONUMENTED       CGS
 JX0410  HISTORY     - 1982     GOOD             NGS
 JX0410
 JX0410                          STATION DESCRIPTION
 JX0410
 JX0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0410'1 MI W FROM WICK.
 JX0410'ABOUT 0.95 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 JX0410'AT WICK, ABOUT 0.9 MILE EAST ALONG A ROAD LEADING TO WICK FROM
 JX0410'THE BRIDGE OVER SUGAR CREEK AT MEADVILLE, 20 1/2 FEET SOUTH OF
 JX0410'CENTER LINE OF ROAD, 93 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF
 JX0410'C.R. ANKROM RESIDENCE, 67 FEET NORTHEAST OF A POWER POLE, 4 FEET
 JX0410'SOUTH-SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTH OF A CONCRETE
 JX0410'WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF ROAD AND SET IN THE
 JX0410'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JX0410
 JX0410                          STATION RECOVERY (1982)
 JX0410
 JX0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JX0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0523 ***********************************************************************
 JX0523  DESIGNATION -  R 136
 JX0523  PID         -  JX0523
 JX0523  STATE/COUNTY-  WV/MARSHALL
 JX0523  USGS QUAD   -  LITTLETON (1976)
 JX0523
 JX0523                         *CURRENT SURVEY CONTROL
 JX0523  ___________________________________________________________________
 JX0523* NAD 83(1986)-  39 44 28.     (N)    080 32 19.     (W)     SCALED    
 JX0523* NAVD 88     -       301.986  (meters)     990.77   (feet)  ADJUSTED  
 JX0523  ___________________________________________________________________
 JX0523  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JX0523  DYNAMIC HT  -         301.811 (meters)     990.19  (feet)  COMP
 JX0523  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 JX0523
 JX0523  VERT ORDER  -  SECOND    CLASS 0
 JX0523
 JX0523.The horizontal coordinates were scaled from a topographic map and have
 JX0523.an estimated accuracy of +/- 6 seconds.
 JX0523
 JX0523.The orthometric height was determined by differential leveling
 JX0523.and adjusted by the National Geodetic Survey in June 1991..
 JX0523
 JX0523.The geoid height was determined by GEOID03.
 JX0523
 JX0523.The dynamic height is computed by dividing the NAVD 88
 JX0523.geopotential number by the normal gravity value computed on the
 JX0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0523.degrees latitude (g = 980.6199 gals.).
 JX0523
 JX0523.The modeled gravity was interpolated from observed gravity values.
 JX0523
 JX0523;                    North         East    Units  Estimated Accuracy
 JX0523;SPC WV N     -   138,300.      510,980.      MT  (+/- 180 meters Scaled)
 JX0523
 JX0523                          SUPERSEDED SURVEY CONTROL
 JX0523
 JX0523  NGVD 29 (??/??/92)  302.128  (m)          991.23   (f) ADJ UNCH    2 0
 JX0523
 JX0523.Superseded values are not recommended for survey control.
 JX0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0523.See file dsdata.txt to determine how the superseded data were derived.
 JX0523
 JX0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND395991(NAD 83)
 JX0523_MARKER: DB = BENCH MARK DISK
 JX0523_SETTING: 66 = SET IN ROCK OUTCROP
 JX0523_SP_SET: ROCK CUT
 JX0523_STAMPING: R 136 1957
 JX0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0523+STABILITY: POSITION/ELEVATION WELL
 JX0523
 JX0523  HISTORY     - Date     Condition        Report By
 JX0523  HISTORY     - 1957     MONUMENTED       CGS
 JX0523
 JX0523                          STATION DESCRIPTION
 JX0523
 JX0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0523'2.2 MI SE FROM BELLTON.
 JX0523'ABOUT 2.2 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0523'FROM THE BRIDGE OVER FISH CREEK AT BELLTON (DENVER STATION),
 JX0523'NEAR MILEAGE POLE NO. 342+2, SET VERTICALLY IN THE WEST FACE OF
 JX0523'A ROCK PROJECTION IN A CUT, 12 FEET EAST OF EAST RAIL, 3 FEET
 JX0523'NORTH OF POLE NO. 342+2, 1 1/2 FEET ABOVE GROUND AND ABOUT
 JX0523'LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0394 ***********************************************************************
 JX0394  DESIGNATION -  R 137
 JX0394  PID         -  JX0394
 JX0394  STATE/COUNTY-  WV/DODDRIDGE
 JX0394  USGS QUAD   -  FOLSOM (1976)
 JX0394
 JX0394                         *CURRENT SURVEY CONTROL
 JX0394  ___________________________________________________________________
 JX0394* NAD 83(1986)-  39 23 26.     (N)    080 35 41.     (W)     SCALED    
 JX0394* NAVD 88     -       253.510  (meters)     831.72   (feet)  ADJUSTED  
 JX0394  ___________________________________________________________________
 JX0394  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JX0394  DYNAMIC HT  -         253.354 (meters)     831.21  (feet)  COMP
 JX0394  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 JX0394
 JX0394  VERT ORDER  -  SECOND    CLASS 0
 JX0394
 JX0394.The horizontal coordinates were scaled from a topographic map and have
 JX0394.an estimated accuracy of +/- 6 seconds.
 JX0394
 JX0394.The orthometric height was determined by differential leveling
 JX0394.and adjusted by the National Geodetic Survey in June 1991..
 JX0394
 JX0394.The geoid height was determined by GEOID03.
 JX0394
 JX0394.The dynamic height is computed by dividing the NAVD 88
 JX0394.geopotential number by the normal gravity value computed on the
 JX0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0394.degrees latitude (g = 980.6199 gals.).
 JX0394
 JX0394.The modeled gravity was interpolated from observed gravity values.
 JX0394
 JX0394;                    North         East    Units  Estimated Accuracy
 JX0394;SPC WV N     -    99,440.      505,700.      MT  (+/- 180 meters Scaled)
 JX0394
 JX0394                          SUPERSEDED SURVEY CONTROL
 JX0394
 JX0394  NGVD 29 (??/??/92)  253.665  (m)          832.23   (f) ADJ UNCH    2 0
 JX0394
 JX0394.Superseded values are not recommended for survey control.
 JX0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0394.See file dsdata.txt to determine how the superseded data were derived.
 JX0394
 JX0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND349601(NAD 83)
 JX0394_MARKER: DB = BENCH MARK DISK
 JX0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0394_SP_SET: BUILDING
 JX0394_STAMPING: R 137 1957
 JX0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0394
 JX0394  HISTORY     - Date     Condition        Report By
 JX0394  HISTORY     - 1957     MONUMENTED       CGS
 JX0394
 JX0394                          STATION DESCRIPTION
 JX0394
 JX0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0394'2.5 MI E FROM CENTER POINT.
 JX0394'ABOUT 2.35 MILES EAST ALONG A ROAD FOLLOWING PIKE FORK FROM THE
 JX0394'JUNCTION OF STATE HIGHWAY 23 AT CENTER POINT, THENCE ABOUT 0.15
 JX0394'MILE NORTHEAST ALONG A ROAD FOLLOWING SYCAMORE FORK, 0.15 MILE
 JX0394'NORTHEAST OF CONFLUENCE OF PIKE FORK AND SYCAMORE FORK, SET
 JX0394'VERTICALLY IN THE NORTHEAST FACE OF CONCRETE FOUNDATION OF LOWER
 JX0394'SYCAMORE SCHOOL (A 1-STORY FRAME BUILDING), 45 FEET SOUTHEAST
 JX0394'OF CENTER LINE OF ROAD, 1 FOOT NORTHWEST OF EAST CORNER OF
 JX0394'BUILDING AND 1 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0646 ***********************************************************************
 JX0646  DESIGNATION -  R 138
 JX0646  PID         -  JX0646
 JX0646  STATE/COUNTY-  WV/WETZEL
 JX0646  USGS QUAD   -  PINE GROVE (1976)
 JX0646
 JX0646                         *CURRENT SURVEY CONTROL
 JX0646  ___________________________________________________________________
 JX0646* NAD 83(1986)-  39 30 40.     (N)    080 38 00.     (W)     SCALED    
 JX0646* NAVD 88     -       250.535  (meters)     821.96   (feet)  ADJUSTED  
 JX0646  ___________________________________________________________________
 JX0646  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JX0646  DYNAMIC HT  -         250.386 (meters)     821.47  (feet)  COMP
 JX0646  MODELED GRAV-     980,026.3   (mgal)                       NAVD 88
 JX0646
 JX0646  VERT ORDER  -  SECOND    CLASS 0
 JX0646
 JX0646.The horizontal coordinates were scaled from a topographic map and have
 JX0646.an estimated accuracy of +/- 6 seconds.
 JX0646
 JX0646.The orthometric height was determined by differential leveling
 JX0646.and adjusted by the National Geodetic Survey in June 1991..
 JX0646
 JX0646.The geoid height was determined by GEOID03.
 JX0646
 JX0646.The dynamic height is computed by dividing the NAVD 88
 JX0646.geopotential number by the normal gravity value computed on the
 JX0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0646.degrees latitude (g = 980.6199 gals.).
 JX0646
 JX0646.The modeled gravity was interpolated from observed gravity values.
 JX0646
 JX0646;                    North         East    Units  Estimated Accuracy
 JX0646;SPC WV N     -   112,870.      502,540.      MT  (+/- 180 meters Scaled)
 JX0646
 JX0646                          SUPERSEDED SURVEY CONTROL
 JX0646
 JX0646  NGVD 29 (??/??/92)  250.696  (m)          822.49   (f) ADJ UNCH    2 0
 JX0646
 JX0646.Superseded values are not recommended for survey control.
 JX0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0646.See file dsdata.txt to determine how the superseded data were derived.
 JX0646
 JX0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND315735(NAD 83)
 JX0646_MARKER: DB = BENCH MARK DISK
 JX0646_SETTING: 66 = SET IN ROCK OUTCROP
 JX0646_SP_SET: ROCK PROJECTION
 JX0646_STAMPING: R 138 1957
 JX0646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0646+STABILITY: POSITION/ELEVATION WELL
 JX0646
 JX0646  HISTORY     - Date     Condition        Report By
 JX0646  HISTORY     - 1957     MONUMENTED       CGS
 JX0646
 JX0646                          STATION DESCRIPTION
 JX0646
 JX0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0646'1.9 MI S FROM JACKSONBURG.
 JX0646'ABOUT 1.9 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE BALTIMORE
 JX0646'AND OHIO RAILROAD STATION AT JACKSONBURG, SOUTHEAST AND ACROSS
 JX0646'ROAD FROM A PIPE LINE SUPPLY STORAGE YARD, AT THE JUNCTION OF A
 JX0646'DIM ROAD LEADING SOUTH AND UPHILL AND A DIM ROAD EAST INTO A
 JX0646'NARROW VALLEY, SET VERTICALLY IN THE NORTH FACE OF A ROCK
 JX0646'PROJECTION IN A HILLSIDE, 40 FEET SOUTHEAST OF CENTER LINE OF
 JX0646'ROAD, 41 FEET EAST OF CENTER LINE OF DIM ROAD SOUTH, 34 FEET
 JX0646'SOUTH OF CENTER LINE OF DIM ROAD EAST, 104 FEET SOUTH AND ACROSS
 JX0646'DIM ROAD EAST FROM THE SOUTHEAST CORNER OF A 4-FOOT CONCRETE
 JX0646'CULVERT UNDER BLACK TOP ROAD, AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0637 ***********************************************************************
 JX0637  DESIGNATION -  R 139
 JX0637  PID         -  JX0637
 JX0637  STATE/COUNTY-  WV/TYLER
 JX0637  USGS QUAD   -  PORTERS FALLS (1976)
 JX0637
 JX0637                         *CURRENT SURVEY CONTROL
 JX0637  ___________________________________________________________________
 JX0637* NAD 83(1986)-  39 31 42.     (N)    080 49 03.     (W)     SCALED    
 JX0637* NAVD 88     -       235.854  (meters)     773.80   (feet)  ADJUSTED  
 JX0637  ___________________________________________________________________
 JX0637  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JX0637  DYNAMIC HT  -         235.716 (meters)     773.34  (feet)  COMP
 JX0637  MODELED GRAV-     980,036.1   (mgal)                       NAVD 88
 JX0637
 JX0637  VERT ORDER  -  SECOND    CLASS 0
 JX0637
 JX0637.The horizontal coordinates were scaled from a topographic map and have
 JX0637.an estimated accuracy of +/- 6 seconds.
 JX0637
 JX0637.The orthometric height was determined by differential leveling
 JX0637.and adjusted by the National Geodetic Survey in June 1991..
 JX0637
 JX0637.The geoid height was determined by GEOID03.
 JX0637
 JX0637.The dynamic height is computed by dividing the NAVD 88
 JX0637.geopotential number by the normal gravity value computed on the
 JX0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0637.degrees latitude (g = 980.6199 gals.).
 JX0637
 JX0637.The modeled gravity was interpolated from observed gravity values.
 JX0637
 JX0637;                    North         East    Units  Estimated Accuracy
 JX0637;SPC WV N     -   114,990.      486,730.      MT  (+/- 180 meters Scaled)
 JX0637
 JX0637                          SUPERSEDED SURVEY CONTROL
 JX0637
 JX0637  NGVD 29 (??/??/92)  236.017  (m)          774.33   (f) ADJ UNCH    2 0
 JX0637
 JX0637.Superseded values are not recommended for survey control.
 JX0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0637.See file dsdata.txt to determine how the superseded data were derived.
 JX0637
 JX0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND156754(NAD 83)
 JX0637_MARKER: DB = BENCH MARK DISK
 JX0637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0637_SP_SET: BRIDGE
 JX0637_STAMPING: R 139 1957
 JX0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0637
 JX0637  HISTORY     - Date     Condition        Report By
 JX0637  HISTORY     - 1957     MONUMENTED       CGS
 JX0637
 JX0637                          STATION DESCRIPTION
 JX0637
 JX0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0637'2 MI W FROM IUKA.
 JX0637'ABOUT 2.0 MILES WEST ALONG ELK CREEK ROAD FROM UNITED BRETHREN
 JX0637'CHURCH AT IUKA, AT LONETREE, IN THE TOP OF THE WEST END OF NORTH
 JX0637'GUARD RAIL BASE OF A 30-FOOT CONCRETE BRIDGE OVER MOUTH OF MIDDLE
 JX0637'FORK, 15 FEET NORTH OF CENTER LINE OF ROAD, 2 FEET EAST OF WEST
 JX0637'END OF GUARD RAIL AND 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0502 ***********************************************************************
 HX0502  DESIGNATION -  R 14
 HX0502  PID         -  HX0502
 HX0502  STATE/COUNTY-  WV/WEBSTER
 HX0502  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0502
 HX0502                         *CURRENT SURVEY CONTROL
 HX0502  ___________________________________________________________________
 HX0502* NAD 83(1986)-  38 24 56.     (N)    080 27 59.     (W)     SCALED    
 HX0502* NAVD 88     -       690.499  (meters)    2265.41   (feet)  ADJUSTED  
 HX0502  ___________________________________________________________________
 HX0502  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX0502  DYNAMIC HT  -         689.966 (meters)    2263.66  (feet)  COMP
 HX0502  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 HX0502
 HX0502  VERT ORDER  -  SECOND    CLASS 0
 HX0502
 HX0502.The horizontal coordinates were scaled from a topographic map and have
 HX0502.an estimated accuracy of +/- 6 seconds.
 HX0502
 HX0502.The orthometric height was determined by differential leveling
 HX0502.and adjusted by the National Geodetic Survey in June 1991..
 HX0502
 HX0502.The geoid height was determined by GEOID03.
 HX0502
 HX0502.The dynamic height is computed by dividing the NAVD 88
 HX0502.geopotential number by the normal gravity value computed on the
 HX0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0502.degrees latitude (g = 980.6199 gals.).
 HX0502
 HX0502.The modeled gravity was interpolated from observed gravity values.
 HX0502
 HX0502;                    North         East    Units  Estimated Accuracy
 HX0502;SPC WV S     -   157,250.      646,600.      MT  (+/- 180 meters Scaled)
 HX0502
 HX0502                          SUPERSEDED SURVEY CONTROL
 HX0502
 HX0502  NGVD 29 (??/??/92)  690.650  (m)         2265.91   (f) ADJ UNCH    2 0
 HX0502
 HX0502.Superseded values are not recommended for survey control.
 HX0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0502.See file dsdata.txt to determine how the superseded data were derived.
 HX0502
 HX0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC465520(NAD 83)
 HX0502_MARKER: DB = BENCH MARK DISK
 HX0502_SETTING: 80 = SET IN A BOULDER
 HX0502_SP_SET: BOULDER
 HX0502_STAMPING: R 14 1934
 HX0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0502+STABILITY: SURFACE MOTION
 HX0502
 HX0502  HISTORY     - Date     Condition        Report By
 HX0502  HISTORY     - 1934     MONUMENTED       CGS
 HX0502  HISTORY     - 1962     GOOD             NGS
 HX0502
 HX0502                          STATION DESCRIPTION
 HX0502
 HX0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0502'6.3 MI E FROM COWEN.
 HX0502'6.3 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 HX0502'FIRST BAPTIST CHURCH AT COWEN, AT THE NORTHEAST END OF A LONG
 HX0502'GUARD RAIL ON SOUTHEAST SIDE OF HIGHWAY, 31.5 FEET SOUTHEAST OF
 HX0502'CENTER LINE OF HIGHWAY, 7 FEET NORTH AND BELOW THE WEST CORNER
 HX0502'OF A LARGE ROCK (SLOPE MEASUREMENT), 1 FOOT EAST OF WEST CORNER
 HX0502'OF BOULDER, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY, AND SET ON TOP
 HX0502'OF A 30 FOOT LONG-BY-10 FOOT WIDE EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0408 ***********************************************************************
 JX0408  DESIGNATION -  R 140
 JX0408  PID         -  JX0408
 JX0408  STATE/COUNTY-  WV/DODDRIDGE
 JX0408  USGS QUAD   -  CENTER POINT (1976)
 JX0408
 JX0408                         *CURRENT SURVEY CONTROL
 JX0408  ___________________________________________________________________
 JX0408* NAD 83(1986)-  39 24 50.     (N)    080 39 28.     (W)     SCALED    
 JX0408* NAVD 88     -       245.944  (meters)     806.90   (feet)  ADJUSTED  
 JX0408  ___________________________________________________________________
 JX0408  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JX0408  DYNAMIC HT  -         245.797 (meters)     806.42  (feet)  COMP
 JX0408  MODELED GRAV-     980,022.3   (mgal)                       NAVD 88
 JX0408
 JX0408  VERT ORDER  -  SECOND    CLASS 0
 JX0408
 JX0408.The horizontal coordinates were scaled from a topographic map and have
 JX0408.an estimated accuracy of +/- 6 seconds.
 JX0408
 JX0408.The orthometric height was determined by differential leveling
 JX0408.and adjusted by the National Geodetic Survey in June 1991..
 JX0408
 JX0408.The geoid height was determined by GEOID03.
 JX0408
 JX0408.The dynamic height is computed by dividing the NAVD 88
 JX0408.geopotential number by the normal gravity value computed on the
 JX0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0408.degrees latitude (g = 980.6199 gals.).
 JX0408
 JX0408.The modeled gravity was interpolated from observed gravity values.
 JX0408
 JX0408;                    North         East    Units  Estimated Accuracy
 JX0408;SPC WV N     -   102,100.      500,300.      MT  (+/- 180 meters Scaled)
 JX0408
 JX0408                          SUPERSEDED SURVEY CONTROL
 JX0408
 JX0408  NGVD 29 (??/??/92)  246.103  (m)          807.42   (f) ADJ UNCH    2 0
 JX0408
 JX0408.Superseded values are not recommended for survey control.
 JX0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0408.See file dsdata.txt to determine how the superseded data were derived.
 JX0408
 JX0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND294627(NAD 83)
 JX0408_MARKER: DB = BENCH MARK DISK
 JX0408_SETTING: 66 = SET IN ROCK OUTCROP
 JX0408_SP_SET: CUT
 JX0408_STAMPING: R 140 1957
 JX0408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0408+STABILITY: POSITION/ELEVATION WELL
 JX0408
 JX0408  HISTORY     - Date     Condition        Report By
 JX0408  HISTORY     - 1957     MONUMENTED       CGS
 JX0408
 JX0408                          STATION DESCRIPTION
 JX0408
 JX0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0408'1.2 MI NE FROM ASHLEY.
 JX0408'ABOUT 1.2 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD FOLLOWING
 JX0408'BROAD RUN FROM THE JUNCTION OF STATE HIGHWAY 23 AT ASHLEY, ABOUT
 JX0408'0.4 MILE SOUTH OF JUNCTION OF A ROAD NORTHWEST, SET VERTICALLY
 JX0408'IN THE EAST FACE OF A LARGE ROCK CUT, 14 FEET WEST OF CENTER
 JX0408'LINE OF ROAD, 3 FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL
 JX0408'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0294 ***********************************************************************
 JX0294  DESIGNATION -  R 141
 JX0294  PID         -  JX0294
 JX0294  STATE/COUNTY-  WV/RITCHIE
 JX0294  USGS QUAD   -  PENNSBORO (1987)
 JX0294
 JX0294                         *CURRENT SURVEY CONTROL
 JX0294  ___________________________________________________________________
 JX0294* NAD 83(1986)-  39 19 28.     (N)    080 56 17.     (W)     SCALED    
 JX0294* NAVD 88     -       251.684  (meters)     825.73   (feet)  ADJUSTED  
 JX0294  ___________________________________________________________________
 JX0294  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX0294  DYNAMIC HT  -         251.526 (meters)     825.21  (feet)  COMP
 JX0294  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 JX0294
 JX0294  VERT ORDER  -  SECOND    CLASS 0
 JX0294
 JX0294.The horizontal coordinates were scaled from a topographic map and have
 JX0294.an estimated accuracy of +/- 6 seconds.
 JX0294
 JX0294.The orthometric height was determined by differential leveling
 JX0294.and adjusted by the National Geodetic Survey in June 1991..
 JX0294
 JX0294.The geoid height was determined by GEOID03.
 JX0294
 JX0294.The dynamic height is computed by dividing the NAVD 88
 JX0294.geopotential number by the normal gravity value computed on the
 JX0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0294.degrees latitude (g = 980.6199 gals.).
 JX0294
 JX0294.The modeled gravity was interpolated from observed gravity values.
 JX0294
 JX0294;                    North         East    Units  Estimated Accuracy
 JX0294;SPC WV N     -    92,520.      476,010.      MT  (+/- 180 meters Scaled)
 JX0294
 JX0294                          SUPERSEDED SURVEY CONTROL
 JX0294
 JX0294  NGVD 29 (??/??/92)  251.858  (m)          826.30   (f) ADJ UNCH    2 0
 JX0294
 JX0294.Superseded values are not recommended for survey control.
 JX0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0294.See file dsdata.txt to determine how the superseded data were derived.
 JX0294
 JX0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND053527(NAD 83)
 JX0294_MARKER: DB = BENCH MARK DISK
 JX0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0294_STAMPING: R 141 1957
 JX0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0294+STABILITY: SURFACE MOTION
 JX0294
 JX0294  HISTORY     - Date     Condition        Report By
 JX0294  HISTORY     - 1957     MONUMENTED       CGS
 JX0294
 JX0294                          STATION DESCRIPTION
 JX0294
 JX0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0294'4.1 MI NE FROM PENNSBORO.
 JX0294'ABOUT 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 74 FROM THE
 JX0294'BALTIMORE AND OHIO RAILROAD STATION AT PENNSBORO, ABOUT 2.95 MILES
 JX0294'SOUTHWEST OF UNION CHAPEL AT MOUNTAIN, 77 FEET SOUTH OF CENTER
 JX0294'LINE OF HIGHWAY, 195 FEET NORTH OF NORTHEAST CORNER OF CLAYTON
 JX0294'DAVIS RESIDENCE, 16 FEET SOUTHWEST OF CENTER LINE OF A DRIVE
 JX0294'ALONG THE SOUTHWEST SIDE OF A SMALL TRIANGLE FORMED BY DRIVES TO
 JX0294'ABOVE HOUSE, 18 FEET NORTH-NORTHWEST OF NORTHEAST CORNER OF A
 JX0294'GARAGE, 13 FEET SOUTH-SOUTHEAST OF A 5-INCH MAPLE TREE, 1 1/2
 JX0294'FEET EAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A CONCRETE WITNESS
 JX0294'POST, ABOUT 13 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF
 JX0294'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0354 ***********************************************************************
 JX0354  DESIGNATION -  R 142
 JX0354  PID         -  JX0354
 JX0354  STATE/COUNTY-  WV/DODDRIDGE
 JX0354  USGS QUAD   -  WEST UNION (1987)
 JX0354
 JX0354                         *CURRENT SURVEY CONTROL
 JX0354  ___________________________________________________________________
 JX0354* NAD 83(1986)-  39 18 10.     (N)    080 47 09.     (W)     SCALED    
 JX0354* NAVD 88     -       246.755  (meters)     809.56   (feet)  ADJUSTED  
 JX0354  ___________________________________________________________________
 JX0354  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JX0354  DYNAMIC HT  -         246.603 (meters)     809.06  (feet)  COMP
 JX0354  MODELED GRAV-     980,006.4   (mgal)                       NAVD 88
 JX0354
 JX0354  VERT ORDER  -  SECOND    CLASS 0
 JX0354
 JX0354.The horizontal coordinates were scaled from a topographic map and have
 JX0354.an estimated accuracy of +/- 6 seconds.
 JX0354
 JX0354.The orthometric height was determined by differential leveling
 JX0354.and adjusted by the National Geodetic Survey in June 1991..
 JX0354
 JX0354.The geoid height was determined by GEOID03.
 JX0354
 JX0354.The dynamic height is computed by dividing the NAVD 88
 JX0354.geopotential number by the normal gravity value computed on the
 JX0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0354.degrees latitude (g = 980.6199 gals.).
 JX0354
 JX0354.The modeled gravity was interpolated from observed gravity values.
 JX0354
 JX0354;                    North         East    Units  Estimated Accuracy
 JX0354;SPC WV N     -    89,920.      489,100.      MT  (+/- 180 meters Scaled)
 JX0354
 JX0354                          SUPERSEDED SURVEY CONTROL
 JX0354
 JX0354  NGVD 29 (??/??/92)  246.917  (m)          810.09   (f) ADJ UNCH    2 0
 JX0354
 JX0354.Superseded values are not recommended for survey control.
 JX0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0354.See file dsdata.txt to determine how the superseded data were derived.
 JX0354
 JX0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND184503(NAD 83)
 JX0354_MARKER: DB = BENCH MARK DISK
 JX0354_SETTING: 66 = SET IN ROCK OUTCROP
 JX0354_SP_SET: LEDGE
 JX0354_STAMPING: R 142 1957
 JX0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0354+STABILITY: POSITION/ELEVATION WELL
 JX0354
 JX0354  HISTORY     - Date     Condition        Report By
 JX0354  HISTORY     - 1957     MONUMENTED       CGS
 JX0354
 JX0354                          STATION DESCRIPTION
 JX0354
 JX0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0354'1.2 MI NW FROM WEST UNION.
 JX0354'ABOUT 1.25 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE
 JX0354'JUNCTION OF U.S. HIGHWAY 50 AT WEST UNION, AT THE SOUTH END OF
 JX0354'A ROCK QUARRY, IN TOP OF A ROCK LEDGE, 60 FEET EAST-NORTHEAST
 JX0354'OF CENTER LINE OF HIGHWAY, 83 FEET NORTH-NORTHEAST AND ACROSS
 JX0354'HIGHWAY FROM A POWER POLE, 24 FEET NORTH OF CENTER LINE OF A
 JX0354'PRIVATE DRIVE EAST, 37 FEET WEST OF SOUTHEAST CORNER OF QUARRY,
 JX0354'3/4 FEET SOUTH AND 1/4 FOOT ABOVE A 12-INCH TRIANGLE CHISELED IN
 JX0354'FACE OF LEDGE AND ABOUT 6 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0237 ***********************************************************************
 GY0237  DESIGNATION -  R 143
 GY0237  PID         -  GY0237
 GY0237  STATE/COUNTY-  WV/MINGO
 GY0237  USGS QUAD   -  HOLDEN (1989)
 GY0237
 GY0237                         *CURRENT SURVEY CONTROL
 GY0237  ___________________________________________________________________
 GY0237* NAD 83(1986)-  37 47 52.     (N)    082 06 28.     (W)     SCALED    
 GY0237* NAVD 88     -       375.751  (meters)    1232.78   (feet)  ADJUSTED  
 GY0237  ___________________________________________________________________
 GY0237  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GY0237  DYNAMIC HT  -         375.476 (meters)    1231.87  (feet)  COMP
 GY0237  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 GY0237
 GY0237  VERT ORDER  -  SECOND    CLASS 0
 GY0237
 GY0237.The horizontal coordinates were scaled from a topographic map and have
 GY0237.an estimated accuracy of +/- 6 seconds.
 GY0237
 GY0237.The orthometric height was determined by differential leveling
 GY0237.and adjusted by the National Geodetic Survey in June 1991..
 GY0237
 GY0237.The geoid height was determined by GEOID03.
 GY0237
 GY0237.The dynamic height is computed by dividing the NAVD 88
 GY0237.geopotential number by the normal gravity value computed on the
 GY0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0237.degrees latitude (g = 980.6199 gals.).
 GY0237
 GY0237.The modeled gravity was interpolated from observed gravity values.
 GY0237
 GY0237;                    North         East    Units  Estimated Accuracy
 GY0237;SPC WV S     -    89,130.      502,440.      MT  (+/- 180 meters Scaled)
 GY0237
 GY0237                          SUPERSEDED SURVEY CONTROL
 GY0237
 GY0237  NGVD 29 (??/??/92)  375.966  (m)         1233.48   (f) ADJ UNCH    2 0
 GY0237
 GY0237.Superseded values are not recommended for survey control.
 GY0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0237.See file dsdata.txt to determine how the superseded data were derived.
 GY0237
 GY0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB024839(NAD 83)
 GY0237_MARKER: DB = BENCH MARK DISK
 GY0237_SETTING: 66 = SET IN ROCK OUTCROP
 GY0237_SP_SET: ROCK OUTCROP
 GY0237_STAMPING: R 143 1957
 GY0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0237+STABILITY: POSITION/ELEVATION WELL
 GY0237
 GY0237  HISTORY     - Date     Condition        Report By
 GY0237  HISTORY     - 1957     MONUMENTED       CGS
 GY0237
 GY0237                          STATION DESCRIPTION
 GY0237
 GY0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0237'4.2 MI SW FROM HOLDEN.
 GY0237'ABOUT 4.25 MILES SOUTHWEST ALONG STATE HIGHWAY 65 FROM CENTRAL
 GY0237'SCHOOL AT HOLDEN, ABOUT 100 YARDS NORTH OF WEST END OF CHESAPEAKE
 GY0237'AND OHIO RAILWAY TUNNEL IN THE TOP OF A FLAT ROCK OUTCROP, AT
 GY0237'THE SOUTHWEST EDGE OF A WIDE TURN-OUT, 35 1/2 FEET SOUTHEAST OF
 GY0237'CENTER LINE OF HIGHWAY, 22 FEET EAST OF A 12-INCH TRIANGLE
 GY0237'CHISELED IN FACE OF ROCK, 18 FEET EAST-NORTHEAST OF A LONE
 GY0237'14-INCH OAK TREE, 31 FEET WEST OF A 7-INCH HICKORY TREE, AND ABOUT
 GY0237'3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0251 ***********************************************************************
 GY0251  DESIGNATION -  R 144
 GY0251  PID         -  GY0251
 GY0251  STATE/COUNTY-  WV/MINGO
 GY0251  USGS QUAD   -  NAUGATUCK (1975)
 GY0251
 GY0251                         *CURRENT SURVEY CONTROL
 GY0251  ___________________________________________________________________
 GY0251* NAD 83(1986)-  37 48 18.     (N)    082 18 59.     (W)     SCALED    
 GY0251* NAVD 88     -       192.972  (meters)     633.11   (feet)  ADJUSTED  
 GY0251  ___________________________________________________________________
 GY0251  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GY0251  DYNAMIC HT  -         192.831 (meters)     632.65  (feet)  COMP
 GY0251  MODELED GRAV-     979,893.3   (mgal)                       NAVD 88
 GY0251
 GY0251  VERT ORDER  -  SECOND    CLASS 0
 GY0251
 GY0251.The horizontal coordinates were scaled from a topographic map and have
 GY0251.an estimated accuracy of +/- 6 seconds.
 GY0251
 GY0251.The orthometric height was determined by differential leveling
 GY0251.and adjusted by the National Geodetic Survey in June 1991..
 GY0251
 GY0251.The geoid height was determined by GEOID03.
 GY0251
 GY0251.The dynamic height is computed by dividing the NAVD 88
 GY0251.geopotential number by the normal gravity value computed on the
 GY0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0251.degrees latitude (g = 980.6199 gals.).
 GY0251
 GY0251.The modeled gravity was interpolated from observed gravity values.
 GY0251
 GY0251;                    North         East    Units  Estimated Accuracy
 GY0251;SPC WV S     -    90,170.      484,080.      MT  (+/- 180 meters Scaled)
 GY0251
 GY0251                          SUPERSEDED SURVEY CONTROL
 GY0251
 GY0251  NGVD 29 (??/??/92)  193.192  (m)          633.83   (f) ADJ UNCH    2 0
 GY0251
 GY0251.Superseded values are not recommended for survey control.
 GY0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0251.See file dsdata.txt to determine how the superseded data were derived.
 GY0251
 GY0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB841849(NAD 83)
 GY0251_MARKER: DB = BENCH MARK DISK
 GY0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0251_SP_SET: CULVERT
 GY0251_STAMPING: R 144 1957
 GY0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0251
 GY0251  HISTORY     - Date     Condition        Report By
 GY0251  HISTORY     - 1957     MONUMENTED       CGS
 GY0251
 GY0251                          STATION DESCRIPTION
 GY0251
 GY0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0251'2 MI W FROM LENORE.
 GY0251'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 65 FROM THE SCHOOL AT
 GY0251'LENORE, IN THE TOP OF EAST END OF SOUTH CONCRETE HEAD WALL OF A
 GY0251'4-FOOT STONE CULVERT UNDER HIGHWAY, 21 FEET SOUTH OF CENTER LINE
 GY0251'OF HIGHWAY, 221 FEET EAST AND ACROSS HIGHWAY FROM SOUTHEAST
 GY0251'CORNER OF BAISDENTOWN CHURCH OF GOD, 19 FEET WEST OF A TELEPHONE
 GY0251'POLE, 18 FEET NORTH OF NORTH RAIL OF NORFOLK AND WESTERN RAILWAY
 GY0251'TRACK AND ABOUT 3 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0300 ***********************************************************************
 GY0300  DESIGNATION -  R 145
 GY0300  PID         -  GY0300
 GY0300  STATE/COUNTY-  WV/MINGO
 GY0300  USGS QUAD   -  MATEWAN (1992)
 GY0300
 GY0300                         *CURRENT SURVEY CONTROL
 GY0300  ___________________________________________________________________
 GY0300* NAD 83(1986)-  37 37 29.     (N)    082 08 59.     (W)     SCALED    
 GY0300* NAVD 88     -       219.957  (meters)     721.64   (feet)  ADJUSTED  
 GY0300  ___________________________________________________________________
 GY0300  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GY0300  DYNAMIC HT  -         219.792 (meters)     721.10  (feet)  COMP
 GY0300  MODELED GRAV-     979,876.3   (mgal)                       NAVD 88
 GY0300
 GY0300  VERT ORDER  -  SECOND    CLASS 0
 GY0300
 GY0300.The horizontal coordinates were scaled from a topographic map and have
 GY0300.an estimated accuracy of +/- 6 seconds.
 GY0300
 GY0300.The orthometric height was determined by differential leveling
 GY0300.and adjusted by the National Geodetic Survey in June 1991..
 GY0300
 GY0300.The geoid height was determined by GEOID03.
 GY0300
 GY0300.The dynamic height is computed by dividing the NAVD 88
 GY0300.geopotential number by the normal gravity value computed on the
 GY0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0300.degrees latitude (g = 980.6199 gals.).
 GY0300
 GY0300.The modeled gravity was interpolated from observed gravity values.
 GY0300
 GY0300;                    North         East    Units  Estimated Accuracy
 GY0300;SPC WV S     -    69,970.      498,510.      MT  (+/- 180 meters Scaled)
 GY0300
 GY0300                          SUPERSEDED SURVEY CONTROL
 GY0300
 GY0300  NGVD 29 (??/??/92)  220.184  (m)          722.39   (f) ADJ UNCH    2 0
 GY0300
 GY0300.Superseded values are not recommended for survey control.
 GY0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0300.See file dsdata.txt to determine how the superseded data were derived.
 GY0300
 GY0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB985648(NAD 83)
 GY0300_MARKER: DB = BENCH MARK DISK
 GY0300_SETTING: 66 = SET IN ROCK OUTCROP
 GY0300_SP_SET: ROCK CUT
 GY0300_STAMPING: R 145 1957
 GY0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0300+STABILITY: POSITION/ELEVATION WELL
 GY0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GY0300+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GY0300
 GY0300  HISTORY     - Date     Condition        Report By
 GY0300  HISTORY     - 1957     MONUMENTED       CGS
 GY0300  HISTORY     - 20060309 GOOD             JCLS
 GY0300
 GY0300                          STATION DESCRIPTION
 GY0300
 GY0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0300'0.6 MI NE FROM MATEWAN.
 GY0300'ABOUT 0.65 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GY0300'AT MATEWAN, ABOUT 0.9 MILE NORTHEAST OF THE NORFOLK AND WESTERN
 GY0300'RAILWAY STATION, NEAR A 70-FOOT BRIDGE OVER MATE CREEK, SET
 GY0300'VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, 13 FEET NORTH OF
 GY0300'CENTER LINE OF ROAD, 49 FEET WEST OF NORTHWEST CORNER OF BRIDGE,
 GY0300'5 FEET WEST OF EXTENDED CENTER LINE OF A GRAVEL STREET LEADING
 GY0300'SOUTH AND SET IN A DRILL HOLE.
 GY0300
 GY0300                          STATION RECOVERY (2006)
 GY0300
 GY0300'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 GY0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0656 ***********************************************************************
 HY0656  DESIGNATION -  R 146
 HY0656  PID         -  HY0656
 HY0656  STATE/COUNTY-  WV/WAYNE
 HY0656  USGS QUAD   -  WAYNE (1987)
 HY0656
 HY0656                         *CURRENT SURVEY CONTROL
 HY0656  ___________________________________________________________________
 HY0656* NAD 83(1986)-  38 12 15.     (N)    082 27 09.     (W)     SCALED    
 HY0656* NAVD 88     -       184.578  (meters)     605.57   (feet)  ADJUSTED  
 HY0656  ___________________________________________________________________
 HY0656  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HY0656  DYNAMIC HT  -         184.449 (meters)     605.15  (feet)  COMP
 HY0656  MODELED GRAV-     979,926.1   (mgal)                       NAVD 88
 HY0656
 HY0656  VERT ORDER  -  SECOND    CLASS 0
 HY0656
 HY0656.The horizontal coordinates were scaled from a topographic map and have
 HY0656.an estimated accuracy of +/- 6 seconds.
 HY0656
 HY0656.The orthometric height was determined by differential leveling
 HY0656.and adjusted by the National Geodetic Survey in June 1991..
 HY0656
 HY0656.The geoid height was determined by GEOID03.
 HY0656
 HY0656.The dynamic height is computed by dividing the NAVD 88
 HY0656.geopotential number by the normal gravity value computed on the
 HY0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0656.degrees latitude (g = 980.6199 gals.).
 HY0656
 HY0656.The modeled gravity was interpolated from observed gravity values.
 HY0656
 HY0656;                    North         East    Units  Estimated Accuracy
 HY0656;SPC WV S     -   134,650.      472,790.      MT  (+/- 180 meters Scaled)
 HY0656
 HY0656                          SUPERSEDED SURVEY CONTROL
 HY0656
 HY0656  NGVD 29 (??/??/92)  184.792  (m)          606.27   (f) ADJ UNCH    2 0
 HY0656
 HY0656.Superseded values are not recommended for survey control.
 HY0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0656.See file dsdata.txt to determine how the superseded data were derived.
 HY0656
 HY0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC728294(NAD 83)
 HY0656_MARKER: DB = BENCH MARK DISK
 HY0656_SETTING: 66 = SET IN ROCK OUTCROP
 HY0656_SP_SET: ROCK CUT
 HY0656_STAMPING: R 146 1957
 HY0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0656+STABILITY: POSITION/ELEVATION WELL
 HY0656
 HY0656  HISTORY     - Date     Condition        Report By
 HY0656  HISTORY     - 1957     MONUMENTED       CGS
 HY0656
 HY0656                          STATION DESCRIPTION
 HY0656
 HY0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0656'2.2 MI S FROM WAYNE.
 HY0656'ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 37 AND U.S. HIGHWAY
 HY0656'52 FROM THE COURT HOUSE AT WAYNE, ON THE INSIDE OF A LONG CURVE
 HY0656'WITH TANGENTS EXTENDING WEST AND NORTH, SET VERTICALLY IN THE SOUTH
 HY0656'FACE OF A LONG LOW ROCK PROJECTION IN A CUT, 19 FEET NORTH OF
 HY0656'CENTER LINE OF HIGHWAY, 60 FEET EAST OF WEST END OF CUT, ABOUT
 HY0656'10 FEET EAST OF WEST END OF ROCKY PART OF CUT, 2 FEET ABOVE GROUND
 HY0656'AND ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0681 ***********************************************************************
 HY0681  DESIGNATION -  R 147
 HY0681  PID         -  HY0681
 HY0681  STATE/COUNTY-  WV/WAYNE
 HY0681  USGS QUAD   -  KIAHSVILLE (1975)
 HY0681
 HY0681                         *CURRENT SURVEY CONTROL
 HY0681  ___________________________________________________________________
 HY0681* NAD 83(1986)-  38 05 25.     (N)    082 16 39.     (W)     SCALED    
 HY0681* NAVD 88     -       219.980  (meters)     721.72   (feet)  ADJUSTED  
 HY0681  ___________________________________________________________________
 HY0681  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HY0681  DYNAMIC HT  -         219.822 (meters)     721.20  (feet)  COMP
 HY0681  MODELED GRAV-     979,902.3   (mgal)                       NAVD 88
 HY0681
 HY0681  VERT ORDER  -  SECOND    CLASS 0
 HY0681
 HY0681.The horizontal coordinates were scaled from a topographic map and have
 HY0681.an estimated accuracy of +/- 6 seconds.
 HY0681
 HY0681.The orthometric height was determined by differential leveling
 HY0681.and adjusted by the National Geodetic Survey in June 1991..
 HY0681
 HY0681.The geoid height was determined by GEOID03.
 HY0681
 HY0681.The dynamic height is computed by dividing the NAVD 88
 HY0681.geopotential number by the normal gravity value computed on the
 HY0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0681.degrees latitude (g = 980.6199 gals.).
 HY0681
 HY0681.The modeled gravity was interpolated from observed gravity values.
 HY0681
 HY0681;                    North         East    Units  Estimated Accuracy
 HY0681;SPC WV S     -   121,780.      487,940.      MT  (+/- 180 meters Scaled)
 HY0681
 HY0681                          SUPERSEDED SURVEY CONTROL
 HY0681
 HY0681  NGVD 29 (??/??/92)  220.190  (m)          722.41   (f) ADJ UNCH    2 0
 HY0681
 HY0681.Superseded values are not recommended for survey control.
 HY0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0681.See file dsdata.txt to determine how the superseded data were derived.
 HY0681
 HY0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC879166(NAD 83)
 HY0681_MARKER: DB = BENCH MARK DISK
 HY0681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0681_SP_SET: BRIDGE
 HY0681_STAMPING: R 147 1957
 HY0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0681
 HY0681  HISTORY     - Date     Condition        Report By
 HY0681  HISTORY     - 1957     MONUMENTED       CGS
 HY0681
 HY0681                          STATION DESCRIPTION
 HY0681
 HY0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0681'1.6 MI W FROM COVE GAP.
 HY0681'ABOUT 1.55 MILE WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH
 HY0681'SCHOOL AND ROAD JUNCTION AT COVE GAP, 0.2 MILE WEST OF CENTRAL
 HY0681'UNITED HOLY CHURCH OF GOD, IN THE TOP OF THE SOUTHEAST END OF
 HY0681'NORTHEAST CONCRETE HEAD WALL OF A 12-FOOT CONCRETE AND STONE
 HY0681'BRIDGE OVER DOUBLE LICK BRANCH, 12 FEET NORTHEAST OF CENTER
 HY0681'LINE OF HIGHWAY, 1 FOOT NORTHWEST OF NORTHEAST END OF HEAD WALL
 HY0681'AND 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0356 ***********************************************************************
 GY0356  DESIGNATION -  R 148
 GY0356  PID         -  GY0356
 GY0356  STATE/COUNTY-  WV/WAYNE
 GY0356  USGS QUAD   -  WEBB (1989)
 GY0356
 GY0356                         *CURRENT SURVEY CONTROL
 GY0356  ___________________________________________________________________
 GY0356* NAD 83(1986)-  37 56 32.     (N)    082 24 58.     (W)     SCALED    
 GY0356* NAVD 88     -       237.866  (meters)     780.40   (feet)  ADJUSTED  
 GY0356  ___________________________________________________________________
 GY0356  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 GY0356  DYNAMIC HT  -         237.693 (meters)     779.83  (feet)  COMP
 GY0356  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 GY0356
 GY0356  VERT ORDER  -  SECOND    CLASS 0
 GY0356
 GY0356.The horizontal coordinates were scaled from a topographic map and have
 GY0356.an estimated accuracy of +/- 6 seconds.
 GY0356
 GY0356.The orthometric height was determined by differential leveling
 GY0356.and adjusted by the National Geodetic Survey in June 1991..
 GY0356
 GY0356.The geoid height was determined by GEOID03.
 GY0356
 GY0356.The dynamic height is computed by dividing the NAVD 88
 GY0356.geopotential number by the normal gravity value computed on the
 GY0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0356.degrees latitude (g = 980.6199 gals.).
 GY0356
 GY0356.The modeled gravity was interpolated from observed gravity values.
 GY0356
 GY0356;                    North         East    Units  Estimated Accuracy
 GY0356;SPC WV S     -   105,530.      475,540.      MT  (+/- 180 meters Scaled)
 GY0356
 GY0356                          SUPERSEDED SURVEY CONTROL
 GY0356
 GY0356  NGVD 29 (??/??/92)  238.082  (m)          781.11   (f) ADJ UNCH    2 0
 GY0356
 GY0356.Superseded values are not recommended for survey control.
 GY0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0356.See file dsdata.txt to determine how the superseded data were derived.
 GY0356
 GY0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC755003(NAD 83)
 GY0356_MARKER: DB = BENCH MARK DISK
 GY0356_SETTING: 66 = SET IN ROCK OUTCROP
 GY0356_SP_SET: ROCK CUT
 GY0356_STAMPING: R 148 1957
 GY0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0356+STABILITY: POSITION/ELEVATION WELL
 GY0356
 GY0356  HISTORY     - Date     Condition        Report By
 GY0356  HISTORY     - 1957     MONUMENTED       CGS
 GY0356
 GY0356                          STATION DESCRIPTION
 GY0356
 GY0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0356'4.5 MI NW FROM CRUM.
 GY0356'ABOUT 4.5 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 GY0356'AT CRUM, ABOUT 0.7 MILE SOUTH OF THE TOP OF GAP OF A LONG GRADE,
 GY0356'ON THE SOUTHWEST SLOPE OF GRADE, SET VERTICALLY IN THE NORTHWEST
 GY0356'FACE OF A LONG LOW ROCK CUT, 18 FEET SOUTHEAST OF CENTER LINE
 GY0356'OF HIGHWAY, 41 FEET EAST AND ACROSS HIGHWAY FROM THE THIRD TELEPHONE
 GY0356'POLE NORTH OF A SHARP CURVE IN HIGHWAY, 1 1/2 FEET ABOVE GROUND
 GY0356'AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0712 ***********************************************************************
 HY0712  DESIGNATION -  R 149
 HY0712  PID         -  HY0712
 HY0712  STATE/COUNTY-  WV/WAYNE
 HY0712  USGS QUAD   -  RADNOR (1989)
 HY0712
 HY0712                         *CURRENT SURVEY CONTROL
 HY0712  ___________________________________________________________________
 HY0712* NAD 83(1986)-  38 02 17.     (N)    082 25 39.     (W)     SCALED    
 HY0712* NAVD 88     -       208.801  (meters)     685.04   (feet)  ADJUSTED  
 HY0712  ___________________________________________________________________
 HY0712  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HY0712  DYNAMIC HT  -         208.651 (meters)     684.55  (feet)  COMP
 HY0712  MODELED GRAV-     979,905.9   (mgal)                       NAVD 88
 HY0712
 HY0712  VERT ORDER  -  SECOND    CLASS 0
 HY0712
 HY0712.The horizontal coordinates were scaled from a topographic map and have
 HY0712.an estimated accuracy of +/- 6 seconds.
 HY0712
 HY0712.The orthometric height was determined by differential leveling
 HY0712.and adjusted by the National Geodetic Survey in June 1991..
 HY0712
 HY0712.The geoid height was determined by GEOID03.
 HY0712
 HY0712.The dynamic height is computed by dividing the NAVD 88
 HY0712.geopotential number by the normal gravity value computed on the
 HY0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0712.degrees latitude (g = 980.6199 gals.).
 HY0712
 HY0712.The modeled gravity was interpolated from observed gravity values.
 HY0712
 HY0712;                    North         East    Units  Estimated Accuracy
 HY0712;SPC WV S     -   116,180.      474,700.      MT  (+/- 180 meters Scaled)
 HY0712
 HY0712                          SUPERSEDED SURVEY CONTROL
 HY0712
 HY0712  NGVD 29 (??/??/92)  209.016  (m)          685.75   (f) ADJ UNCH    2 0
 HY0712
 HY0712.Superseded values are not recommended for survey control.
 HY0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0712.See file dsdata.txt to determine how the superseded data were derived.
 HY0712
 HY0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC747109(NAD 83)
 HY0712_MARKER: DB = BENCH MARK DISK
 HY0712_SETTING: 66 = SET IN ROCK OUTCROP
 HY0712_SP_SET: ROCK CUT
 HY0712_STAMPING: R 149 1957
 HY0712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0712+STABILITY: POSITION/ELEVATION WELL
 HY0712
 HY0712  HISTORY     - Date     Condition        Report By
 HY0712  HISTORY     - 1957     MONUMENTED       CGS
 HY0712
 HY0712                          STATION DESCRIPTION
 HY0712
 HY0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0712'1.4 MI N FROM DUNLOW.
 HY0712'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0712'DUNLOW, ABOUT 0.6 MILE NORTH OF JUNCTION OF BIG BRANCH ROAD
 HY0712'LEADING SOUTHEAST, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 HY0712'EXTENDING NORTH AND WEST, SET VERTICALLY IN THE NORTHWEST FACE
 HY0712'OF A ROCK CUT, 22 1/2 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 HY0712'92 FEET NORTHEAST OF SOUTHWEST END OF CUT, 1 1/2 FEET ABOVE
 HY0712'GROUND AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0068 ***********************************************************************
 HX0068  DESIGNATION -  R 15
 HX0068  PID         -  HX0068
 HX0068  STATE/COUNTY-  WV/RANDOLPH
 HX0068  USGS QUAD   -  ADOLPH (1995)
 HX0068
 HX0068                         *CURRENT SURVEY CONTROL
 HX0068  ___________________________________________________________________
 HX0068* NAD 83(1986)-  38 39 04.     (N)    080 00 15.     (W)     SCALED    
 HX0068* NAVD 88     -       652.492  (meters)    2140.72   (feet)  ADJUSTED  
 HX0068  ___________________________________________________________________
 HX0068  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HX0068  DYNAMIC HT  -         651.999 (meters)    2139.10  (feet)  COMP
 HX0068  MODELED GRAV-     979,851.1   (mgal)                       NAVD 88
 HX0068
 HX0068  VERT ORDER  -  FIRST     CLASS II
 HX0068
 HX0068.The horizontal coordinates were scaled from a topographic map and have
 HX0068.an estimated accuracy of +/- 6 seconds.
 HX0068
 HX0068.The orthometric height was determined by differential leveling
 HX0068.and adjusted by the National Geodetic Survey in June 1991..
 HX0068
 HX0068.The geoid height was determined by GEOID03.
 HX0068
 HX0068.The dynamic height is computed by dividing the NAVD 88
 HX0068.geopotential number by the normal gravity value computed on the
 HX0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0068.degrees latitude (g = 980.6199 gals.).
 HX0068
 HX0068.The modeled gravity was interpolated from observed gravity values.
 HX0068
 HX0068;                    North         East    Units  Estimated Accuracy
 HX0068;SPC WV S     -   183,720.      686,680.      MT  (+/- 180 meters Scaled)
 HX0068
 HX0068                          SUPERSEDED SURVEY CONTROL
 HX0068
 HX0068  NGVD 29 (??/??/92)  652.631  (m)         2141.17   (f) ADJ UNCH    1 2
 HX0068
 HX0068.Superseded values are not recommended for survey control.
 HX0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0068.See file dsdata.txt to determine how the superseded data were derived.
 HX0068
 HX0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC866785(NAD 83)
 HX0068_MARKER: DB = BENCH MARK DISK
 HX0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0068_STAMPING: R 15 1934
 HX0068_MARK LOGO: CGS   
 HX0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0068+STABILITY: SURFACE MOTION
 HX0068
 HX0068  HISTORY     - Date     Condition        Report By
 HX0068  HISTORY     - 1934     MONUMENTED       CGS
 HX0068  HISTORY     - 1962     GOOD             NGS
 HX0068  HISTORY     - 1983     GOOD             NGS
 HX0068
 HX0068                          STATION DESCRIPTION
 HX0068
 HX0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0068'4.7 MI SW FROM HUTTONSVILLE.
 HX0068'ABOUT 4.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE
 HX0068'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, AT THE
 HX0068'CREST OF A SMALL HILL, 18 FEET EAST OF CENTER LINE OF HIGHWAY,
 HX0068'66 FEET SOUTH OF A TELEPHONE POLE, 2 FEET WEST OF A FENCE, 1.5
 HX0068'FEET SOUTH OF A STEEL WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL
 HX0068'OF HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX0068'2 INCHES.
 HX0068
 HX0068                          STATION RECOVERY (1983)
 HX0068
 HX0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0330 ***********************************************************************
 GY0330  DESIGNATION -  R 150
 GY0330  PID         -  GY0330
 GY0330  STATE/COUNTY-  WV/MINGO
 GY0330  USGS QUAD   -  NAUGATUCK (1975)
 GY0330
 GY0330                         *CURRENT SURVEY CONTROL
 GY0330  ___________________________________________________________________
 GY0330* NAD 83(1986)-  37 49 03.     (N)    082 16 12.     (W)     SCALED    
 GY0330* NAVD 88     -       200.963  (meters)     659.33   (feet)  ADJUSTED  
 GY0330  ___________________________________________________________________
 GY0330  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GY0330  DYNAMIC HT  -         200.816 (meters)     658.84  (feet)  COMP
 GY0330  MODELED GRAV-     979,892.3   (mgal)                       NAVD 88
 GY0330
 GY0330  VERT ORDER  -  SECOND    CLASS 0
 GY0330
 GY0330.The horizontal coordinates were scaled from a topographic map and have
 GY0330.an estimated accuracy of +/- 6 seconds.
 GY0330
 GY0330.The orthometric height was determined by differential leveling
 GY0330.and adjusted by the National Geodetic Survey in June 1991..
 GY0330
 GY0330.The geoid height was determined by GEOID03.
 GY0330
 GY0330.The dynamic height is computed by dividing the NAVD 88
 GY0330.geopotential number by the normal gravity value computed on the
 GY0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0330.degrees latitude (g = 980.6199 gals.).
 GY0330
 GY0330.The modeled gravity was interpolated from observed gravity values.
 GY0330
 GY0330;                    North         East    Units  Estimated Accuracy
 GY0330;SPC WV S     -    91,500.      488,190.      MT  (+/- 180 meters Scaled)
 GY0330
 GY0330                          SUPERSEDED SURVEY CONTROL
 GY0330
 GY0330  NGVD 29 (??/??/92)  201.182  (m)          660.04   (f) ADJ UNCH    2 0
 GY0330
 GY0330.Superseded values are not recommended for survey control.
 GY0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0330.See file dsdata.txt to determine how the superseded data were derived.
 GY0330
 GY0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB882863(NAD 83)
 GY0330_MARKER: DB = BENCH MARK DISK
 GY0330_SETTING: 66 = SET IN ROCK OUTCROP
 GY0330_SP_SET: ROCK CUT
 GY0330_STAMPING: R 150 1957
 GY0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0330+STABILITY: POSITION/ELEVATION WELL
 GY0330
 GY0330  HISTORY     - Date     Condition        Report By
 GY0330  HISTORY     - 1957     MONUMENTED       CGS
 GY0330
 GY0330                          STATION DESCRIPTION
 GY0330
 GY0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0330'1.9 MI NE FROM LENORE.
 GY0330'ABOUT 1.9 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO DINGESS
 GY0330'FROM THE SCHOOL AND JUNCTION OF STATE HIGHWAY 65 AT LENORE, ABOUT
 GY0330'0.4 MILE NORTHEAST OF A 50-FOOT BRIDGE OVER LAUREL FORK, ON THE
 GY0330'INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING SOUTHWEST AND
 GY0330'SOUTHEAST, SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK THAT IS
 GY0330'PART OF A LARGE ROCK CUT, 17 FEET SOUTHEAST OF CENTER LINE OF
 GY0330'ROAD, 54 FEET SOUTH AND ACROSS ROAD FROM THE SOUTH CORNER OF A
 GY0330'WHITE FRAME BUILDING WITH RED TRIM AND ABOUT 4 FEET ABOVE LEVEL
 GY0330'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0588 ***********************************************************************
 HY0588  DESIGNATION -  R 151
 HY0588  PID         -  HY0588
 HY0588  STATE/COUNTY-  WV/LINCOLN
 HY0588  USGS QUAD   -  HAGER (1962)
 HY0588
 HY0588                         *CURRENT SURVEY CONTROL
 HY0588  ___________________________________________________________________
 HY0588* NAD 83(1986)-  38 14 52.     (N)    082 01 49.     (W)     SCALED    
 HY0588* NAVD 88     -       201.861  (meters)     662.27   (feet)  ADJUSTED  
 HY0588  ___________________________________________________________________
 HY0588  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HY0588  DYNAMIC HT  -         201.719 (meters)     661.81  (feet)  COMP
 HY0588  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 HY0588
 HY0588  VERT ORDER  -  SECOND    CLASS 0
 HY0588
 HY0588.The horizontal coordinates were scaled from a topographic map and have
 HY0588.an estimated accuracy of +/- 6 seconds.
 HY0588
 HY0588.The orthometric height was determined by differential leveling
 HY0588.and adjusted by the National Geodetic Survey in June 1991..
 HY0588
 HY0588.The geoid height was determined by GEOID03.
 HY0588
 HY0588.The dynamic height is computed by dividing the NAVD 88
 HY0588.geopotential number by the normal gravity value computed on the
 HY0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0588.degrees latitude (g = 980.6199 gals.).
 HY0588
 HY0588.The modeled gravity was interpolated from observed gravity values.
 HY0588
 HY0588;                    North         East    Units  Estimated Accuracy
 HY0588;SPC WV S     -   138,990.      509,820.      MT  (+/- 180 meters Scaled)
 HY0588
 HY0588                          SUPERSEDED SURVEY CONTROL
 HY0588
 HY0588  NGVD 29 (??/??/92)  202.067  (m)          662.95   (f) ADJ UNCH    2 0
 HY0588
 HY0588.Superseded values are not recommended for survey control.
 HY0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0588.See file dsdata.txt to determine how the superseded data were derived.
 HY0588
 HY0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC098338(NAD 83)
 HY0588_MARKER: DB = BENCH MARK DISK
 HY0588_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HY0588_SP_SET: UNSPECIFIED ROCK
 HY0588_STAMPING: R 151 1957
 HY0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0588
 HY0588  HISTORY     - Date     Condition        Report By
 HY0588  HISTORY     - 1957     MONUMENTED       CGS
 HY0588
 HY0588                          STATION DESCRIPTION
 HY0588
 HY0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0588'2.6 MI NW FROM GRIFFITHSVILLE.
 HY0588'ABOUT 2.55 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE HIGH
 HY0588'SCHOOL AT GRIFFITHSVILLE, 29 FEET EAST OF POWER POLE NUMBER
 HY0588'2523-6, 22 FEET NORTHEAST OF A 36-INCH RED OAK TREE, 26 1/2
 HY0588'FEET SOUTH OF THE CENTER LINE OF THE ROAD AND AT THE OUTSIDE OF
 HY0588'A SHARP CURVE, SET IN THE TOP OF AND 1 1/2 FEET SOUTH OF THE
 HY0588'NORTH CORNER OF A FLAT 2 FOOT HIGH IMBEDDED LAYER OF ROCK, ABOUT
 HY0588'4 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- ABOUT 1.3 MILES
 HY0588'SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 HY0588'SWEETLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0584 ***********************************************************************
 HY0584  DESIGNATION -  R 152
 HY0584  PID         -  HY0584
 HY0584  STATE/COUNTY-  WV/LINCOLN
 HY0584  USGS QUAD   -  HAGER (1962)
 HY0584
 HY0584                         *CURRENT SURVEY CONTROL
 HY0584  ___________________________________________________________________
 HY0584* NAD 83(1986)-  38 13 34.     (N)    082 00 00.     (W)     SCALED    
 HY0584* NAVD 88     -       204.407  (meters)     670.63   (feet)  ADJUSTED  
 HY0584  ___________________________________________________________________
 HY0584  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY0584  DYNAMIC HT  -         204.262 (meters)     670.15  (feet)  COMP
 HY0584  MODELED GRAV-     979,914.7   (mgal)                       NAVD 88
 HY0584
 HY0584  VERT ORDER  -  SECOND    CLASS 0
 HY0584
 HY0584.The horizontal coordinates were scaled from a topographic map and have
 HY0584.an estimated accuracy of +/- 6 seconds.
 HY0584
 HY0584.The orthometric height was determined by differential leveling
 HY0584.and adjusted by the National Geodetic Survey in June 1991..
 HY0584
 HY0584.The geoid height was determined by GEOID03.
 HY0584
 HY0584.The dynamic height is computed by dividing the NAVD 88
 HY0584.geopotential number by the normal gravity value computed on the
 HY0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0584.degrees latitude (g = 980.6199 gals.).
 HY0584
 HY0584.The modeled gravity was interpolated from observed gravity values.
 HY0584
 HY0584;                    North         East    Units  Estimated Accuracy
 HY0584;SPC WV S     -   136,560.      512,450.      MT  (+/- 180 meters Scaled)
 HY0584
 HY0584                          SUPERSEDED SURVEY CONTROL
 HY0584
 HY0584  NGVD 29 (??/??/92)  204.616  (m)          671.31   (f) ADJ UNCH    2 0
 HY0584
 HY0584.Superseded values are not recommended for survey control.
 HY0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0584.See file dsdata.txt to determine how the superseded data were derived.
 HY0584
 HY0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC124313(NAD 83)
 HY0584_MARKER: DB = BENCH MARK DISK
 HY0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0584_SP_SET: ABUTMENT
 HY0584_STAMPING: R 152 1957
 HY0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0584
 HY0584  HISTORY     - Date     Condition        Report By
 HY0584  HISTORY     - 1957     MONUMENTED       CGS
 HY0584
 HY0584                          STATION DESCRIPTION
 HY0584
 HY0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0584'1.2 MI S FROM GRIFFITHSVILLE.
 HY0584'ABOUT 0.4 MILE WEST OF THE GRIFFITHSVILLE HIGH SCHOOL ALONG STATE
 HY0584'HIGHWAY 3, THENCE 0.8 MILE SOUTH ALONG GRAVEL ROAD, 11.0 FEET
 HY0584'WEST OF THE CENTER LINE OF GRAVEL ROAD, SET HORIZONTALLY IN
 HY0584'THE TOP OF THE SOUTHWEST WINGWALL OF THE SOUTH ABUTMENT OF 15
 HY0584'FOOT CONCRETE AND STONE BRIDGE ACROSS KING BRANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2193 ***********************************************************************
 HX2193  DESIGNATION -  R 153
 HX2193  PID         -  HX2193
 HX2193  STATE/COUNTY-  WV/LINCOLN
 HX2193  USGS QUAD   -  GRIFFITHSVILLE (1976)
 HX2193
 HX2193                         *CURRENT SURVEY CONTROL
 HX2193  ___________________________________________________________________
 HX2193* NAD 83(1986)-  38 07 39.     (N)    081 59 51.     (W)     SCALED    
 HX2193* NAVD 88     -       258.331  (meters)     847.54   (feet)  ADJUSTED  
 HX2193  ___________________________________________________________________
 HX2193  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HX2193  DYNAMIC HT  -         258.145 (meters)     846.93  (feet)  COMP
 HX2193  MODELED GRAV-     979,904.8   (mgal)                       NAVD 88
 HX2193
 HX2193  VERT ORDER  -  SECOND    CLASS 0
 HX2193
 HX2193.The horizontal coordinates were scaled from a topographic map and have
 HX2193.an estimated accuracy of +/- 6 seconds.
 HX2193
 HX2193.The orthometric height was determined by differential leveling
 HX2193.and adjusted by the National Geodetic Survey in June 1991..
 HX2193
 HX2193.The geoid height was determined by GEOID03.
 HX2193
 HX2193.The dynamic height is computed by dividing the NAVD 88
 HX2193.geopotential number by the normal gravity value computed on the
 HX2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2193.degrees latitude (g = 980.6199 gals.).
 HX2193
 HX2193.The modeled gravity was interpolated from observed gravity values.
 HX2193
 HX2193;                    North         East    Units  Estimated Accuracy
 HX2193;SPC WV S     -   125,610.      512,550.      MT  (+/- 180 meters Scaled)
 HX2193
 HX2193                          SUPERSEDED SURVEY CONTROL
 HX2193
 HX2193  NGVD 29 (??/??/92)  258.542  (m)          848.23   (f) ADJ UNCH    2 0
 HX2193
 HX2193.Superseded values are not recommended for survey control.
 HX2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2193.See file dsdata.txt to determine how the superseded data were derived.
 HX2193
 HX2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC125204(NAD 83)
 HX2193_MARKER: DB = BENCH MARK DISK
 HX2193_SETTING: 66 = SET IN ROCK OUTCROP
 HX2193_SP_SET: ROCK CUT
 HX2193_STAMPING: R 153 1957
 HX2193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2193+STABILITY: POSITION/ELEVATION WELL
 HX2193
 HX2193  HISTORY     - Date     Condition        Report By
 HX2193  HISTORY     - 1957     MONUMENTED       CGS
 HX2193
 HX2193                          STATION DESCRIPTION
 HX2193
 HX2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2193'3.4 MI ESE FROM SPURLOCKVILLE.
 HX2193'ABOUT 3.4 MILE EAST SOUTHEAST ALONG GRAVEL ROAD FROM THE SCHOOL
 HX2193'AT SPURLOCKVILLE, 0.65 MILE SOUTHWEST OF THE TOP OF THE GRADE
 HX2193'AND GAP, 89 YARDS WEST OF THE NORTH END OF 30-INCH CORRUGATED
 HX2193'PIPE CULVERT UNDER THE ROAD, 71 FEET WEST OF 15-INCH CORRUGATED
 HX2193'PIPE CULVERT UNDER THE ROAD, 53 YARDS WEST OF THE EAST END OF
 HX2193'ROCK CUT, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN
 HX2193'THE SOUTH FACE OF ROCK CUT AND ABOUT 3 FEET ABOVE THE LEVEL OF
 HX2193'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0503 ***********************************************************************
 HY0503  DESIGNATION -  R 154
 HY0503  PID         -  HY0503
 HY0503  STATE/COUNTY-  WV/LINCOLN
 HY0503  USGS QUAD   -  RANGER (1976)
 HY0503
 HY0503                         *CURRENT SURVEY CONTROL
 HY0503  ___________________________________________________________________
 HY0503* NAD 83(1986)-  38 04 58.     (N)    082 07 46.     (W)     SCALED    
 HY0503* NAVD 88     -       187.157  (meters)     614.03   (feet)  ADJUSTED  
 HY0503  ___________________________________________________________________
 HY0503  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HY0503  DYNAMIC HT  -         187.022 (meters)     613.59  (feet)  COMP
 HY0503  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 HY0503
 HY0503  VERT ORDER  -  SECOND    CLASS 0
 HY0503
 HY0503.The horizontal coordinates were scaled from a topographic map and have
 HY0503.an estimated accuracy of +/- 6 seconds.
 HY0503
 HY0503.The orthometric height was determined by differential leveling
 HY0503.and adjusted by the National Geodetic Survey in June 1991..
 HY0503
 HY0503.The geoid height was determined by GEOID03.
 HY0503
 HY0503.The dynamic height is computed by dividing the NAVD 88
 HY0503.geopotential number by the normal gravity value computed on the
 HY0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0503.degrees latitude (g = 980.6199 gals.).
 HY0503
 HY0503.The modeled gravity was interpolated from observed gravity values.
 HY0503
 HY0503;                    North         East    Units  Estimated Accuracy
 HY0503;SPC WV S     -   120,780.      500,920.      MT  (+/- 180 meters Scaled)
 HY0503
 HY0503                          SUPERSEDED SURVEY CONTROL
 HY0503
 HY0503  NGVD 29 (??/??/92)  187.370  (m)          614.73   (f) ADJ UNCH    2 0
 HY0503
 HY0503.Superseded values are not recommended for survey control.
 HY0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0503.See file dsdata.txt to determine how the superseded data were derived.
 HY0503
 HY0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC009156(NAD 83)
 HY0503_MARKER: DB = BENCH MARK DISK
 HY0503_SETTING: 66 = SET IN ROCK OUTCROP
 HY0503_SP_SET: ROCK CUT
 HY0503_STAMPING: R 154 1957
 HY0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0503+STABILITY: POSITION/ELEVATION WELL
 HY0503
 HY0503  HISTORY     - Date     Condition        Report By
 HY0503  HISTORY     - 1957     MONUMENTED       CGS
 HY0503
 HY0503                          STATION DESCRIPTION
 HY0503
 HY0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0503'AT GILL.
 HY0503'ABOUT 50 YARDS SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0503'FROM THE STATION AT GILL, 0.4 MILE SOUTHWEST OF MILE POLE 36,
 HY0503'153 YARDS SOUTHWEST OF SOUTHWEST END OF RAILROAD BRIDGE NUMBER
 HY0503'363 ACROSS BIG UGLY CREEK, 62 FEET SOUTHWEST OF THE SOUTHEAST END
 HY0503'OF A 15-INCH CORRUGATED PIPE CULVERT UNDER THE TRACK, 90 YARDS
 HY0503'SOUTHWEST OF SIGNAL NUMBER L 364, 10 1/2 FEET SOUTHEAST OF THE
 HY0503'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, SET VERTICALLY IN THE
 HY0503'NORTHWEST FACE OF AN 18-FOOT HIGH CUT, ABOUT 3 1/2 FEET ABOVE THE
 HY0503'BOTTOM OF THE DITCH AND 1 FOOT ABOVE THE LEVEL OF THE TOP OF THE
 HY0503'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0404 ***********************************************************************
 GY0404  DESIGNATION -  R 155
 GY0404  PID         -  GY0404
 GY0404  STATE/COUNTY-  WV/LOGAN
 GY0404  USGS QUAD   -  HOLDEN (1989)
 GY0404
 GY0404                         *CURRENT SURVEY CONTROL
 GY0404  ___________________________________________________________________
 GY0404* NAD 83(1986)-  37 52 05.     (N)    082 06 17.     (W)     SCALED    
 GY0404* NAVD 88     -       278.611  (meters)     914.08   (feet)  ADJUSTED  
 GY0404  ___________________________________________________________________
 GY0404  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GY0404  DYNAMIC HT  -         278.405 (meters)     913.40  (feet)  COMP
 GY0404  MODELED GRAV-     979,884.1   (mgal)                       NAVD 88
 GY0404
 GY0404  VERT ORDER  -  SECOND    CLASS 0
 GY0404
 GY0404.The horizontal coordinates were scaled from a topographic map and have
 GY0404.an estimated accuracy of +/- 6 seconds.
 GY0404
 GY0404.The orthometric height was determined by differential leveling
 GY0404.and adjusted by the National Geodetic Survey in June 1991..
 GY0404
 GY0404.The geoid height was determined by GEOID03.
 GY0404
 GY0404.The dynamic height is computed by dividing the NAVD 88
 GY0404.geopotential number by the normal gravity value computed on the
 GY0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0404.degrees latitude (g = 980.6199 gals.).
 GY0404
 GY0404.The modeled gravity was interpolated from observed gravity values.
 GY0404
 GY0404;                    North         East    Units  Estimated Accuracy
 GY0404;SPC WV S     -    96,920.      502,800.      MT  (+/- 180 meters Scaled)
 GY0404
 GY0404                          SUPERSEDED SURVEY CONTROL
 GY0404
 GY0404  NGVD 29 (??/??/92)  278.825  (m)          914.78   (f) ADJ UNCH    2 0
 GY0404
 GY0404.Superseded values are not recommended for survey control.
 GY0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0404.See file dsdata.txt to determine how the superseded data were derived.
 GY0404
 GY0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB028917(NAD 83)
 GY0404_MARKER: DB = BENCH MARK DISK
 GY0404_SETTING: 66 = SET IN ROCK OUTCROP
 GY0404_SP_SET: ROCK CUT
 GY0404_STAMPING: R 155 1957
 GY0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0404+STABILITY: POSITION/ELEVATION WELL
 GY0404
 GY0404  HISTORY     - Date     Condition        Report By
 GY0404  HISTORY     - 1957     MONUMENTED       CGS
 GY0404
 GY0404                          STATION DESCRIPTION
 GY0404
 GY0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0404'2.4 MI NW FROM SHEGON.
 GY0404'ABOUT 2.4 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO
 GY0404'DINGESS FROM MUD FORK BAPTIST CHURCH AT SHEGON, AT THE JUNCTION
 GY0404'OF A GRAVEL ROAD LEADING NORTH, ABOUT 0.05 MILE NORTH OF AVIS
 GY0404'SCHOOL (CONCRETE BLOCK WITH RED BRICK TRIM), 28 FEET EAST OF
 GY0404'CENTER LINE OF GRAVEL ROAD, 76 FEET NORTHEAST OF CENTER LINE OF
 GY0404'BLACK TOP ROAD, 64 FEET EAST AND ACROSS GRAVEL ROAD FROM EAST
 GY0404'CORNER OF A CONCRETE BRIDGE OVER A CREEK BRANCH, SET VERTICALLY
 GY0404'ABOUT 2 FEET ABOVE GROUND IN THE SOUTHWEST FACE OF LOWER PORTION
 GY0404'OF A 12-FOOT HIGH CUT AND ABOUT 1 1/2 FEET ABOVE LEVEL OF GRAVEL
 GY0404'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0550 ***********************************************************************
 HY0550  DESIGNATION -  R 156
 HY0550  PID         -  HY0550
 HY0550  STATE/COUNTY-  WV/LINCOLN
 HY0550  USGS QUAD   -  BIG CREEK (1962)
 HY0550
 HY0550                         *CURRENT SURVEY CONTROL
 HY0550  ___________________________________________________________________
 HY0550* NAD 83(1986)-  38 02 50.     (N)    082 00 21.     (W)     SCALED    
 HY0550* NAVD 88     -       226.017  (meters)     741.52   (feet)  ADJUSTED  
 HY0550  ___________________________________________________________________
 HY0550  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HY0550  DYNAMIC HT  -         225.853 (meters)     740.99  (feet)  COMP
 HY0550  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 HY0550
 HY0550  VERT ORDER  -  SECOND    CLASS 0
 HY0550
 HY0550.The horizontal coordinates were scaled from a topographic map and have
 HY0550.an estimated accuracy of +/- 6 seconds.
 HY0550
 HY0550.The orthometric height was determined by differential leveling
 HY0550.and adjusted by the National Geodetic Survey in June 1991..
 HY0550
 HY0550.The geoid height was determined by GEOID03.
 HY0550
 HY0550.The dynamic height is computed by dividing the NAVD 88
 HY0550.geopotential number by the normal gravity value computed on the
 HY0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0550.degrees latitude (g = 980.6199 gals.).
 HY0550
 HY0550.The modeled gravity was interpolated from observed gravity values.
 HY0550
 HY0550;                    North         East    Units  Estimated Accuracy
 HY0550;SPC WV S     -   116,710.      511,720.      MT  (+/- 180 meters Scaled)
 HY0550
 HY0550                          SUPERSEDED SURVEY CONTROL
 HY0550
 HY0550  NGVD 29 (??/??/92)  226.229  (m)          742.22   (f) ADJ UNCH    2 0
 HY0550
 HY0550.Superseded values are not recommended for survey control.
 HY0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0550.See file dsdata.txt to determine how the superseded data were derived.
 HY0550
 HY0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC117115(NAD 83)
 HY0550_MARKER: DB = BENCH MARK DISK
 HY0550_SETTING: 66 = SET IN ROCK OUTCROP
 HY0550_SP_SET: ROCK CUT
 HY0550_STAMPING: R 156 1957
 HY0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0550+STABILITY: POSITION/ELEVATION WELL
 HY0550
 HY0550  HISTORY     - Date     Condition        Report By
 HY0550  HISTORY     - 1957     MONUMENTED       CGS
 HY0550
 HY0550                          STATION DESCRIPTION
 HY0550
 HY0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0550'1.3 MI NW FROM DOLLIE.
 HY0550'ABOUT 1.3 MILE NORTHWEST ALONG GRAVEL ROAD FROM THE SCHOOL AT
 HY0550'DOLLIE, AT THE NORTHEAST END OF A SHARP CURVE WITH TANGENTS
 HY0550'TO THE NORTHEAST AND WEST, 122 FEET NORTHEAST OF THE CENTER OF
 HY0550'JUNCTION OF A TRAIL ROAD LEADING SOUTH INTO A CREEK BRANCH, 40
 HY0550'FEET NORTHWEST OF AND DIRECTLY ACROSS THE ROAD FROM POWERLINE
 HY0550'POLE NUMBER 516-D24, 18 FEET NORTHWEST OF THE CENTER LINE OF THE
 HY0550'ROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF THE LOWEST EXPOSED LAYER
 HY0550'OF ROCK IN A PARTLY ROCKY CUT, ABOUT 1/2 FOOT ABOVE THE GROUND
 HY0550'AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2505 ***********************************************************************
 GX2505  DESIGNATION -  R 157
 GX2505  PID         -  GX2505
 GX2505  STATE/COUNTY-  WV/LOGAN
 GX2505  USGS QUAD   -  HENLAWSON (1976)
 GX2505
 GX2505                         *CURRENT SURVEY CONTROL
 GX2505  ___________________________________________________________________
 GX2505* NAD 83(1986)-  37 56 04.     (N)    081 54 26.     (W)     SCALED    
 GX2505* NAVD 88     -       309.726  (meters)    1016.16   (feet)  ADJUSTED  
 GX2505  ___________________________________________________________________
 GX2505  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GX2505  DYNAMIC HT  -         309.498 (meters)    1015.41  (feet)  COMP
 GX2505  MODELED GRAV-     979,886.6   (mgal)                       NAVD 88
 GX2505
 GX2505  VERT ORDER  -  SECOND    CLASS 0
 GX2505
 GX2505.The horizontal coordinates were scaled from a topographic map and have
 GX2505.an estimated accuracy of +/- 6 seconds.
 GX2505
 GX2505.The orthometric height was determined by differential leveling
 GX2505.and adjusted by the National Geodetic Survey in June 1991..
 GX2505
 GX2505.The geoid height was determined by GEOID03.
 GX2505
 GX2505.The dynamic height is computed by dividing the NAVD 88
 GX2505.geopotential number by the normal gravity value computed on the
 GX2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2505.degrees latitude (g = 980.6199 gals.).
 GX2505
 GX2505.The modeled gravity was interpolated from observed gravity values.
 GX2505
 GX2505;                    North         East    Units  Estimated Accuracy
 GX2505;SPC WV S     -   104,100.      520,250.      MT  (+/- 180 meters Scaled)
 GX2505
 GX2505                          SUPERSEDED SURVEY CONTROL
 GX2505
 GX2505  NGVD 29 (??/??/92)  309.931  (m)         1016.83   (f) ADJ UNCH    2 0
 GX2505
 GX2505.Superseded values are not recommended for survey control.
 GX2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2505.See file dsdata.txt to determine how the superseded data were derived.
 GX2505
 GX2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB202989(NAD 83)
 GX2505_MARKER: DB = BENCH MARK DISK
 GX2505_SETTING: 66 = SET IN ROCK OUTCROP
 GX2505_SP_SET: CUT
 GX2505_STAMPING: R 157 1957
 GX2505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2505+STABILITY: POSITION/ELEVATION WELL
 GX2505
 GX2505  HISTORY     - Date     Condition        Report By
 GX2505  HISTORY     - 1957     MONUMENTED       CGS
 GX2505
 GX2505                          STATION DESCRIPTION
 GX2505
 GX2505'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2505'0.8 MI NW FROM LAKE.
 GX2505'ABOUT 0.8 MILE NORTHWEST ALONG HEWETT ROAD (BLACKTOP) FROM THE
 GX2505'SCHOOL AT LAKE, 0.1 MILE NORTHWEST OF THE FREEWILL BAPTIST
 GX2505'CHURCH AT LAKE, 61 1/2 FEET NORTHWEST OF THE NORTHEAST END OF
 GX2505'PIPE CULVERT WITH A STONE HEADWALL, 61 1/2 FEET NORTHWEST OF
 GX2505'THE SOUTHEAST END OF ROCK CUT, 17 FEET NORTHEAST OF THE CENTER
 GX2505'LINE OF THE ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF A 20
 GX2505'FOOT HIGH SHALY ROCK CUT, ABOUT 3 FEET ABOVE THE GROUND AND 1 FOOT
 GX2505'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0341 ***********************************************************************
 GY0341  DESIGNATION -  R 158
 GY0341  PID         -  GY0341
 GY0341  STATE/COUNTY-  WV/MINGO
 GY0341  USGS QUAD   -  KERMIT (1992)
 GY0341
 GY0341                         *CURRENT SURVEY CONTROL
 GY0341  ___________________________________________________________________
 GY0341* NAD 83(1986)-  37 51 33.     (N)    082 23 01.     (W)     SCALED    
 GY0341* NAVD 88     -       185.549  (meters)     608.76   (feet)  ADJUSTED  
 GY0341  ___________________________________________________________________
 GY0341  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GY0341  DYNAMIC HT  -         185.412 (meters)     608.31  (feet)  COMP
 GY0341  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 GY0341
 GY0341  VERT ORDER  -  SECOND    CLASS 0
 GY0341
 GY0341.The horizontal coordinates were scaled from a topographic map and have
 GY0341.an estimated accuracy of +/- 6 seconds.
 GY0341
 GY0341.The orthometric height was determined by differential leveling
 GY0341.and adjusted by the National Geodetic Survey in June 1991..
 GY0341
 GY0341.The geoid height was determined by GEOID03.
 GY0341
 GY0341.The dynamic height is computed by dividing the NAVD 88
 GY0341.geopotential number by the normal gravity value computed on the
 GY0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0341.degrees latitude (g = 980.6199 gals.).
 GY0341
 GY0341.The modeled gravity was interpolated from observed gravity values.
 GY0341
 GY0341;                    North         East    Units  Estimated Accuracy
 GY0341;SPC WV S     -    96,270.      478,250.      MT  (+/- 180 meters Scaled)
 GY0341
 GY0341                          SUPERSEDED SURVEY CONTROL
 GY0341
 GY0341  NGVD 29 (??/??/92)  185.760  (m)          609.45   (f) ADJ UNCH    2 0
 GY0341
 GY0341.Superseded values are not recommended for survey control.
 GY0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0341.See file dsdata.txt to determine how the superseded data were derived.
 GY0341
 GY0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB782910(NAD 83)
 GY0341_MARKER: DB = BENCH MARK DISK
 GY0341_SETTING: 66 = SET IN ROCK OUTCROP
 GY0341_SP_SET: ROCK CUT
 GY0341_STAMPING: R 158 1957
 GY0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0341+STABILITY: POSITION/ELEVATION WELL
 GY0341
 GY0341  HISTORY     - Date     Condition        Report By
 GY0341  HISTORY     - 1957     MONUMENTED       CGS
 GY0341
 GY0341                          STATION DESCRIPTION
 GY0341
 GY0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0341'0.2 MI W FROM SELWYN.
 GY0341'ABOUT 0.2 MILE WEST ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 GY0341'SELWYN, ABOUT 56 YARDS NORTHEAST OF WEST END OF A 1000-FOOT WOODEN
 GY0341'BRIDGE OVER MARROWBONE CREEK ON A PRIVATE ROAD LEADING TO A GREEN
 GY0341'LOG HOUSE, SET VERTICALLY IN THE SOUTHEAST FACE OF A LARGE ROCK
 GY0341'CUT, 15 FEET NORTHWEST OF CENTER LINE OF ROAD, 230 FEET SOUTHWEST
 GY0341'OF NORTHEAST END OF ROCK CUT AND ABOUT 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0747 ***********************************************************************
 HY0747  DESIGNATION -  R 159
 HY0747  PID         -  HY0747
 HY0747  STATE/COUNTY-  WV/WAYNE
 HY0747  USGS QUAD   -  KIAHSVILLE (1975)
 HY0747
 HY0747                         *CURRENT SURVEY CONTROL
 HY0747  ___________________________________________________________________
 HY0747* NAD 83(1986)-  38 05 14.     (N)    082 18 45.     (W)     SCALED    
 HY0747* NAVD 88     -       207.256  (meters)     679.97   (feet)  ADJUSTED  
 HY0747  ___________________________________________________________________
 HY0747  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HY0747  DYNAMIC HT  -         207.107 (meters)     679.48  (feet)  COMP
 HY0747  MODELED GRAV-     979,902.5   (mgal)                       NAVD 88
 HY0747
 HY0747  VERT ORDER  -  SECOND    CLASS 0
 HY0747
 HY0747.The horizontal coordinates were scaled from a topographic map and have
 HY0747.an estimated accuracy of +/- 6 seconds.
 HY0747
 HY0747.The orthometric height was determined by differential leveling
 HY0747.and adjusted by the National Geodetic Survey in June 1991..
 HY0747
 HY0747.The geoid height was determined by GEOID03.
 HY0747
 HY0747.The dynamic height is computed by dividing the NAVD 88
 HY0747.geopotential number by the normal gravity value computed on the
 HY0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0747.degrees latitude (g = 980.6199 gals.).
 HY0747
 HY0747.The modeled gravity was interpolated from observed gravity values.
 HY0747
 HY0747;                    North         East    Units  Estimated Accuracy
 HY0747;SPC WV S     -   121,480.      484,870.      MT  (+/- 180 meters Scaled)
 HY0747
 HY0747                          SUPERSEDED SURVEY CONTROL
 HY0747
 HY0747  NGVD 29 (??/??/92)  207.468  (m)          680.67   (f) ADJ UNCH    2 0
 HY0747
 HY0747.Superseded values are not recommended for survey control.
 HY0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0747.See file dsdata.txt to determine how the superseded data were derived.
 HY0747
 HY0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC849163(NAD 83)
 HY0747_MARKER: DB = BENCH MARK DISK
 HY0747_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HY0747_SP_SET: UNSPECIFIED ROCK
 HY0747_STAMPING: R 159 1957
 HY0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0747
 HY0747  HISTORY     - Date     Condition        Report By
 HY0747  HISTORY     - 1957     MONUMENTED       CGS
 HY0747
 HY0747                          STATION DESCRIPTION
 HY0747
 HY0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0747'5 MI SW FROM COVE GAP.
 HY0747'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0747'SCHOOL AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 0.85 MILE
 HY0747'SOUTHEAST ALONG ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 HY0747'ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND
 HY0747'SOUTH, ABOUT 50 YARDS EAST OF OLD OIL WELL NO. 5773, SET
 HY0747'VERTICALLY IN THE SOUTH FACE OF A 10 BY 2-FOOT HIGH ROCK
 HY0747'PROJECTION IN A HILL SIDE, 19 FEET NORTH OF CENTER LINE OF ROAD,
 HY0747'1 FOOT ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1407 ***********************************************************************
 HW1407  DESIGNATION -  R 16
 HW1407  PID         -  HW1407
 HW1407  STATE/COUNTY-  WV/PENDLETON
 HW1407  USGS QUAD   -  ONEGO (1995)
 HW1407
 HW1407                         *CURRENT SURVEY CONTROL
 HW1407  ___________________________________________________________________
 HW1407* NAD 83(1986)-  38 47 27.     (N)    079 24 26.     (W)     SCALED    
 HW1407* NAVD 88     -       504.363  (meters)    1654.73   (feet)  ADJUSTED  
 HW1407  ___________________________________________________________________
 HW1407  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HW1407  DYNAMIC HT  -         503.992 (meters)    1653.51  (feet)  COMP
 HW1407  MODELED GRAV-     979,876.2   (mgal)                       NAVD 88
 HW1407
 HW1407  VERT ORDER  -  SECOND    CLASS 0
 HW1407
 HW1407.The horizontal coordinates were scaled from a topographic map and have
 HW1407.an estimated accuracy of +/- 6 seconds.
 HW1407
 HW1407.The orthometric height was determined by differential leveling
 HW1407.and adjusted by the National Geodetic Survey in June 1991..
 HW1407
 HW1407.The geoid height was determined by GEOID03.
 HW1407
 HW1407.The dynamic height is computed by dividing the NAVD 88
 HW1407.geopotential number by the normal gravity value computed on the
 HW1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1407.degrees latitude (g = 980.6199 gals.).
 HW1407
 HW1407.The modeled gravity was interpolated from observed gravity values.
 HW1407
 HW1407;                    North         East    Units  Estimated Accuracy
 HW1407;SPC WV S     -   199,960.      738,370.      MT  (+/- 180 meters Scaled)
 HW1407
 HW1407                          SUPERSEDED SURVEY CONTROL
 HW1407
 HW1407  NGVD 29 (??/??/92)  504.487  (m)         1655.14   (f) ADJ UNCH    2 0
 HW1407
 HW1407.Superseded values are not recommended for survey control.
 HW1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1407.See file dsdata.txt to determine how the superseded data were derived.
 HW1407
 HW1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC383947(NAD 83)
 HW1407_MARKER: DB = BENCH MARK DISK
 HW1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1407_STAMPING: R 16 1934
 HW1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1407+STABILITY: SURFACE MOTION
 HW1407
 HW1407  HISTORY     - Date     Condition        Report By
 HW1407  HISTORY     - 1934     MONUMENTED       CGS
 HW1407
 HW1407                          STATION DESCRIPTION
 HW1407
 HW1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1407'4 MI N FROM RIVERTON.
 HW1407'4 MILES NORTH ALONG U.S. HIGHWAY 33 FROM RIVERTON, PENDLETON
 HW1407'COUNTY, ACROSS THE HIGHWAY FROM A LARGE BARN, 7 YARDS NORTHWEST
 HW1407'OF THE HIGHWAY, 1 FOOT EAST OF A FENCE LINE, AND LEVEL WITH
 HW1407'THE HIGHWAY.  A STANDARD DISK, STAMPED R 16 1934 AND SET IN
 HW1407'THE TOP OF A CONCRETE POST, AND MARKED BY A PAINTED B.M. ON
 HW1407'A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3096 ***********************************************************************
 GY3096  DESIGNATION -  R 160
 GY3096  PID         -  GY3096
 GY3096  STATE/COUNTY-  WV/LINCOLN
 GY3096  USGS QUAD   -  TRACE (1976)
 GY3096
 GY3096                         *CURRENT SURVEY CONTROL
 GY3096  ___________________________________________________________________
 GY3096* NAD 83(1986)-  37 59 59.     (N)    082 13 50.     (W)     SCALED    
 GY3096* NAVD 88     -       248.994  (meters)     816.91   (feet)  ADJUSTED  
 GY3096  ___________________________________________________________________
 GY3096  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GY3096  DYNAMIC HT  -         248.812 (meters)     816.31  (feet)  COMP
 GY3096  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 GY3096
 GY3096  VERT ORDER  -  SECOND    CLASS 0
 GY3096
 GY3096.The horizontal coordinates were scaled from a topographic map and have
 GY3096.an estimated accuracy of +/- 6 seconds.
 GY3096
 GY3096.The orthometric height was determined by differential leveling
 GY3096.and adjusted by the National Geodetic Survey in June 1991..
 GY3096
 GY3096.The geoid height was determined by GEOID03.
 GY3096
 GY3096.The dynamic height is computed by dividing the NAVD 88
 GY3096.geopotential number by the normal gravity value computed on the
 GY3096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY3096.degrees latitude (g = 980.6199 gals.).
 GY3096
 GY3096.The modeled gravity was interpolated from observed gravity values.
 GY3096
 GY3096;                    North         East    Units  Estimated Accuracy
 GY3096;SPC WV S     -   111,680.      491,930.      MT  (+/- 180 meters Scaled)
 GY3096
 GY3096                          SUPERSEDED SURVEY CONTROL
 GY3096
 GY3096  NGVD 29 (??/??/92)  249.206  (m)          817.60   (f) ADJ UNCH    2 0
 GY3096
 GY3096.Superseded values are not recommended for survey control.
 GY3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3096.See file dsdata.txt to determine how the superseded data were derived.
 GY3096
 GY3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC919064(NAD 83)
 GY3096_MARKER: DB = BENCH MARK DISK
 GY3096_SETTING: 66 = SET IN ROCK OUTCROP
 GY3096_SP_SET: ROCK OUTCROP
 GY3096_STAMPING: R 160 1957
 GY3096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY3096+STABILITY: POSITION/ELEVATION WELL
 GY3096
 GY3096  HISTORY     - Date     Condition        Report By
 GY3096  HISTORY     - 1957     MONUMENTED       CGS
 GY3096
 GY3096                          STATION DESCRIPTION
 GY3096
 GY3096'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY3096'19 MI SE FROM COVE GAP.
 GY3096'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 GY3096'SCHOOL AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 7.8 MILES
 GY3096'SOUTHEAST ALONG A ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 GY3096'THENCE ABOUT 2.15 MILES EAST ALONG A MOUNTAIN ROAD LEADING INTO
 GY3096'KIAH CREEK, THENCE ABOUT 4.9 MILES SOUTH AND SOUTHEAST ALONG
 GY3096'KIAH CREEK ROAD, ABOUT 0.75 MILE NORTHWEST OF A SCHOOL AND A
 GY3096'ROAD LEADING SOUTH ALONG COPLEY TRACE BRANCH, ABOUT 0.65 MILE
 GY3096'SOUTHEAST OF A CROSSROAD AND A 40-FOOT BRIDGE, ABOUT 50 YARDS
 GY3096'NORTHWEST OF AN UNPAINTED FRAME HOUSE, IN THE TOP OF A FLAT
 GY3096'ROCK OUTCROP IN THE APPROXIMATE CENTER OF AN ABANDONED ROAD,
 GY3096'20 FEET NORTHEAST OF CENTER LINE OF ROAD, 12 FEET NORTH OF
 GY3096'NORTHWEST END OF A ROCK CUT THAT IS ABOUT 10 FEET LONG AND 5 FEET
 GY3096'HIGH AND ABOUT 10 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2172 ***********************************************************************
 GX2172  DESIGNATION -  R 161
 GX2172  PID         -  GX2172
 GX2172  STATE/COUNTY-  WV/MINGO
 GX2172  USGS QUAD   -  MAN (1976)
 GX2172
 GX2172                         *CURRENT SURVEY CONTROL
 GX2172  ___________________________________________________________________
 GX2172* NAD 83(1986)-  37 38 52.     (N)    081 57 42.     (W)     SCALED    
 GX2172* NAVD 88     -       363.246  (meters)    1191.75   (feet)  ADJUSTED  
 GX2172  ___________________________________________________________________
 GX2172  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX2172  DYNAMIC HT  -         362.960 (meters)    1190.81  (feet)  COMP
 GX2172  MODELED GRAV-     979,832.4   (mgal)                       NAVD 88
 GX2172
 GX2172  VERT ORDER  -  SECOND    CLASS 0
 GX2172
 GX2172.The horizontal coordinates were scaled from a topographic map and have
 GX2172.an estimated accuracy of +/- 6 seconds.
 GX2172
 GX2172.The orthometric height was determined by differential leveling
 GX2172.and adjusted by the National Geodetic Survey in June 1991..
 GX2172
 GX2172.The geoid height was determined by GEOID03.
 GX2172
 GX2172.The dynamic height is computed by dividing the NAVD 88
 GX2172.geopotential number by the normal gravity value computed on the
 GX2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2172.degrees latitude (g = 980.6199 gals.).
 GX2172
 GX2172.The modeled gravity was interpolated from observed gravity values.
 GX2172
 GX2172;                    North         East    Units  Estimated Accuracy
 GX2172;SPC WV S     -    72,340.      515,140.      MT  (+/- 180 meters Scaled)
 GX2172
 GX2172                          SUPERSEDED SURVEY CONTROL
 GX2172
 GX2172  NGVD 29 (??/??/92)  363.442  (m)         1192.39   (f) ADJ UNCH    2 0
 GX2172
 GX2172.Superseded values are not recommended for survey control.
 GX2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2172.See file dsdata.txt to determine how the superseded data were derived.
 GX2172
 GX2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB151671(NAD 83)
 GX2172_MARKER: DB = BENCH MARK DISK
 GX2172_SETTING: 66 = SET IN ROCK OUTCROP
 GX2172_SP_SET: ROCK CUT
 GX2172_STAMPING: R 161 1957
 GX2172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2172+STABILITY: POSITION/ELEVATION WELL
 GX2172
 GX2172  HISTORY     - Date     Condition        Report By
 GX2172  HISTORY     - 1957     MONUMENTED       CGS
 GX2172
 GX2172                          STATION DESCRIPTION
 GX2172
 GX2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2172'3.1 MI E FROM MOUNTAIN VIEW.
 GX2172'ABOUT 3.1 MILES EAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF
 GX2172'U.S. HIGHWAY 119 AT MOUNTAIN VIEW, ABOUT 0.5 MILE WEST OF A
 GX2172'15-FOOT BRIDGE OVER SMITH BRANCH, ON THE OUTSIDE OF A CURVE WITH
 GX2172'TANGENTS EXTENDING WEST AND SOUTHEAST, ON THE WEST SIDE OF A SMALL
 GX2172'RAVINE, SET IN THE TOP OF A SMALL LEDGE ON THE SOUTH FACE OF A
 GX2172'SHORT ROCK CUT, 24 FEET NORTH OF CENTER LINE OF HIGHWAY, 30 FEET
 GX2172'WEST OF NORTH END OF A 24-INCH PIPE CULVERT FOR RAVINE AND ABOUT
 GX2172'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2399 ***********************************************************************
 GX2399  DESIGNATION -  R 162
 GX2399  PID         -  GX2399
 GX2399  STATE/COUNTY-  WV/MINGO
 GX2399  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2399
 GX2399                         *CURRENT SURVEY CONTROL
 GX2399  ___________________________________________________________________
 GX2399* NAD 83(1986)-  37 35 52.     (N)    081 56 32.     (W)     SCALED    
 GX2399* NAVD 88     -       357.472  (meters)    1172.81   (feet)  ADJUSTED  
 GX2399  ___________________________________________________________________
 GX2399  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX2399  DYNAMIC HT  -         357.195 (meters)    1171.90  (feet)  COMP
 GX2399  MODELED GRAV-     979,845.3   (mgal)                       NAVD 88
 GX2399
 GX2399  VERT ORDER  -  SECOND    CLASS 0
 GX2399
 GX2399.The horizontal coordinates were scaled from a topographic map and have
 GX2399.an estimated accuracy of +/- 6 seconds.
 GX2399
 GX2399.The orthometric height was determined by differential leveling
 GX2399.and adjusted by the National Geodetic Survey in June 1991..
 GX2399
 GX2399.The geoid height was determined by GEOID03.
 GX2399
 GX2399.The dynamic height is computed by dividing the NAVD 88
 GX2399.geopotential number by the normal gravity value computed on the
 GX2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2399.degrees latitude (g = 980.6199 gals.).
 GX2399
 GX2399.The modeled gravity was interpolated from observed gravity values.
 GX2399
 GX2399;                    North         East    Units  Estimated Accuracy
 GX2399;SPC WV S     -    66,770.      516,800.      MT  (+/- 180 meters Scaled)
 GX2399
 GX2399                          SUPERSEDED SURVEY CONTROL
 GX2399
 GX2399  NGVD 29 (??/??/92)  357.675  (m)         1173.47   (f) ADJ UNCH    2 0
 GX2399
 GX2399.Superseded values are not recommended for survey control.
 GX2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2399.See file dsdata.txt to determine how the superseded data were derived.
 GX2399
 GX2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB168616(NAD 83)
 GX2399_MARKER: DB = BENCH MARK DISK
 GX2399_SETTING: 66 = SET IN ROCK OUTCROP
 GX2399_SP_SET: ROCK CUT
 GX2399_STAMPING: R 162 1957
 GX2399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2399+STABILITY: POSITION/ELEVATION WELL
 GX2399
 GX2399  HISTORY     - Date     Condition        Report By
 GX2399  HISTORY     - 1957     MONUMENTED       CGS
 GX2399
 GX2399                          STATION DESCRIPTION
 GX2399
 GX2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2399'5 MI NE FROM WHARNCLIFFE.
 GX2399'ABOUT 4.0 MILES NORTHEAST ALONG BRANCH LINE OF NORFOLK AND
 GX2399'WESTERN RAILWAY FROM THE STATION AT WHARNCLIFFE, THENCE ABOUT
 GX2399'1.0 MILE NORTH ALONG A BLACK TOP ROAD, ON THE SOUTH SLOPE OF A
 GX2399'GRADE, ON THE OUTSIDE AND AT THE NORTH END OF A CURVE WITH
 GX2399'TANGENTS EXTENDING NORTH AND SOUTHWEST, SET VERTICALLY IN THE
 GX2399'WEST FACE AT THE SOUTH END OF A ROCK CUT, 14 FEET EAST OF CENTER
 GX2399'LINE OF ROAD, 63 FEET NORTH OF CENTER OF A SMALL RAVINE AND
 GX2399'CENTER OF CURVE, 12 FEET NORTH OF SOUTH END OF ROCK CUT, ABOUT
 GX2399'3 FEET ABOVE GROUND AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1163 ***********************************************************************
 GX1163  DESIGNATION -  R 163
 GX1163  PID         -  GX1163
 GX1163  STATE/COUNTY-  WV/RALEIGH
 GX1163  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1163
 GX1163                         *CURRENT SURVEY CONTROL
 GX1163  ___________________________________________________________________
 GX1163* NAD 83(1986)-  37 42 20.     (N)    081 14 21.     (W)     SCALED    
 GX1163* NAVD 88     -       702.586  (meters)    2305.07   (feet)  ADJUSTED  
 GX1163  ___________________________________________________________________
 GX1163  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1163  DYNAMIC HT  -         702.001 (meters)    2303.15  (feet)  COMP
 GX1163  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GX1163
 GX1163  VERT ORDER  -  SECOND    CLASS 0
 GX1163
 GX1163.The horizontal coordinates were scaled from a topographic map and have
 GX1163.an estimated accuracy of +/- 6 seconds.
 GX1163
 GX1163.The orthometric height was determined by differential leveling
 GX1163.and adjusted by the National Geodetic Survey in June 1991..
 GX1163
 GX1163.The geoid height was determined by GEOID03.
 GX1163
 GX1163.The dynamic height is computed by dividing the NAVD 88
 GX1163.geopotential number by the normal gravity value computed on the
 GX1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1163.degrees latitude (g = 980.6199 gals.).
 GX1163
 GX1163.The modeled gravity was interpolated from observed gravity values.
 GX1163
 GX1163;                    North         East    Units  Estimated Accuracy
 GX1163;SPC WV S     -    78,340.      578,910.      MT  (+/- 180 meters Scaled)
 GX1163
 GX1163                          SUPERSEDED SURVEY CONTROL
 GX1163
 GX1163  NGVD 29 (??/??/92)  702.727  (m)         2305.53   (f) ADJ UNCH    2 0
 GX1163
 GX1163.Superseded values are not recommended for survey control.
 GX1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1163.See file dsdata.txt to determine how the superseded data were derived.
 GX1163
 GX1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB789731(NAD 83)
 GX1163_MARKER: DB = BENCH MARK DISK
 GX1163_SETTING: 66 = SET IN ROCK OUTCROP
 GX1163_SP_SET: ROCK CUT
 GX1163_STAMPING: R 163 1960
 GX1163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1163+STABILITY: POSITION/ELEVATION WELL
 GX1163
 GX1163  HISTORY     - Date     Condition        Report By
 GX1163  HISTORY     - 1960     MONUMENTED       CGS
 GX1163
 GX1163                          STATION DESCRIPTION
 GX1163
 GX1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1163'0.6 MI E FROM SOPHIA.
 GX1163'ABOUT 0.6 MILE EAST ALONG THE VIRGINIAN RAILWAY FROM THE TOWN HALL
 GX1163'AT SOPHIA, IN THE TOP OF AN OUTCROPPING LEDGE OF A ROCK CUT, 6.8
 GX1163'FEET NORTHEAST OF NORTHEAST RAIL, 116 FEET SOUTHEAST OF CENTER
 GX1163'OF A PRIVATE ROAD CROSSING, 86 FEET SOUTHEAST OF NORTHWEST END
 GX1163'OF CUT AND 3 1/2 FEET ABOVE THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2228 ***********************************************************************
 HX2228  DESIGNATION -  R 175
 HX2228  PID         -  HX2228
 HX2228  STATE/COUNTY-  WV/BOONE
 HX2228  USGS QUAD   -  MADISON (1976)
 HX2228
 HX2228                         *CURRENT SURVEY CONTROL
 HX2228  ___________________________________________________________________
 HX2228* NAD 83(1986)-  38 06 02.     (N)    081 47 41.     (W)     SCALED    
 HX2228* NAVD 88     -       246.895  (meters)     810.02   (feet)  ADJUSTED  
 HX2228  ___________________________________________________________________
 HX2228  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HX2228  DYNAMIC HT  -         246.717 (meters)     809.44  (feet)  COMP
 HX2228  MODELED GRAV-     979,903.8   (mgal)                       NAVD 88
 HX2228
 HX2228  VERT ORDER  -  SECOND    CLASS 0
 HX2228
 HX2228.The horizontal coordinates were scaled from a topographic map and have
 HX2228.an estimated accuracy of +/- 6 seconds.
 HX2228
 HX2228.The orthometric height was determined by differential leveling
 HX2228.and adjusted by the National Geodetic Survey in June 1991..
 HX2228
 HX2228.The geoid height was determined by GEOID03.
 HX2228
 HX2228.The dynamic height is computed by dividing the NAVD 88
 HX2228.geopotential number by the normal gravity value computed on the
 HX2228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2228.degrees latitude (g = 980.6199 gals.).
 HX2228
 HX2228.The modeled gravity was interpolated from observed gravity values.
 HX2228
 HX2228;                    North         East    Units  Estimated Accuracy
 HX2228;SPC WV S     -   122,450.      530,300.      MT  (+/- 180 meters Scaled)
 HX2228
 HX2228                          SUPERSEDED SURVEY CONTROL
 HX2228
 HX2228  NGVD 29 (??/??/92)  247.100  (m)          810.69   (f) ADJ UNCH    2 0
 HX2228
 HX2228.Superseded values are not recommended for survey control.
 HX2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2228.See file dsdata.txt to determine how the superseded data were derived.
 HX2228
 HX2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC303172(NAD 83)
 HX2228_MARKER: DB = BENCH MARK DISK
 HX2228_SETTING: 66 = SET IN ROCK OUTCROP
 HX2228_SP_SET: ROCK CUT
 HX2228_STAMPING: R 175 1958
 HX2228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2228+STABILITY: POSITION/ELEVATION WELL
 HX2228
 HX2228  HISTORY     - Date     Condition        Report By
 HX2228  HISTORY     - 1958     MONUMENTED       CGS
 HX2228  HISTORY     - 1973     GOOD             LOCENG
 HX2228
 HX2228                          STATION DESCRIPTION
 HX2228
 HX2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2228'2.6 MI E FROM ROCK CREEK.
 HX2228'ABOUT 2.6 MILES EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 HX2228'U.S. HIGHWAY 119 AT ROCK CREEK, 0.25 MILE WEST OF CONCRETE
 HX2228'BRIDGE OVER ROCK CREEK, 0.05 MILE WEST OF A SCHOOL GARAGE AND
 HX2228'REPAIR SHOP, SET VERTICALLY IN THE NORTHEAST FACE OF A 8-FOOT
 HX2228'HIGH AND 50-FOOT WIDE SMOOTH ROCK IN CUT BANK, 1 1/2 FEET ABOVE
 HX2228'THE GROUND, 20 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 95
 HX2228'YARDS NORTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD
 HX2228'LEADING NORTHEAST, 26 FEET SOUTHEAST OF POWER LINE POLE 473 C4
 HX2228'50 AMP, 0.15 MILE EAST OF THE JUNCTION OF PRICE ROAD LEADING
 HX2228'SOUTH, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX2228
 HX2228                          STATION RECOVERY (1973)
 HX2228
 HX2228'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1687 ***********************************************************************
 GX1687  DESIGNATION -  R 176
 GX1687  PID         -  GX1687
 GX1687  STATE/COUNTY-  WV/MCDOWELL
 GX1687  USGS QUAD   -  IAEGER (1976)
 GX1687
 GX1687                         *CURRENT SURVEY CONTROL
 GX1687  ___________________________________________________________________
 GX1687* NAD 83(1986)-  37 29 33.     (N)    081 48 22.     (W)     SCALED    
 GX1687* NAVD 88     -       356.116  (meters)    1168.36   (feet)  ADJUSTED  
 GX1687  ___________________________________________________________________
 GX1687  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX1687  DYNAMIC HT  -         355.834 (meters)    1167.43  (feet)  COMP
 GX1687  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 GX1687
 GX1687  VERT ORDER  -  SECOND    CLASS 0
 GX1687
 GX1687.The horizontal coordinates were scaled from a topographic map and have
 GX1687.an estimated accuracy of +/- 6 seconds.
 GX1687
 GX1687.The orthometric height was determined by differential leveling
 GX1687.and adjusted by the National Geodetic Survey in June 1991..
 GX1687
 GX1687.The geoid height was determined by GEOID03.
 GX1687
 GX1687.The dynamic height is computed by dividing the NAVD 88
 GX1687.geopotential number by the normal gravity value computed on the
 GX1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1687.degrees latitude (g = 980.6199 gals.).
 GX1687
 GX1687.The modeled gravity was interpolated from observed gravity values.
 GX1687
 GX1687;                    North         East    Units  Estimated Accuracy
 GX1687;SPC WV S     -    54,970.      528,710.      MT  (+/- 180 meters Scaled)
 GX1687
 GX1687                          SUPERSEDED SURVEY CONTROL
 GX1687
 GX1687  NGVD 29 (??/??/92)  356.306  (m)         1168.98   (f) ADJ UNCH    2 0
 GX1687
 GX1687.Superseded values are not recommended for survey control.
 GX1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1687.See file dsdata.txt to determine how the superseded data were derived.
 GX1687
 GX1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB287498(NAD 83)
 GX1687_MARKER: DB = BENCH MARK DISK
 GX1687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1687_SP_SET: BRIDGE
 GX1687_STAMPING: R 176 1958
 GX1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1687
 GX1687  HISTORY     - Date     Condition        Report By
 GX1687  HISTORY     - 1958     MONUMENTED       CGS
 GX1687
 GX1687                          STATION DESCRIPTION
 GX1687
 GX1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1687'2.8 MI NW FROM IAEGER.
 GX1687'2.8 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE CROSSING
 GX1687'OF THE NORFOLK AND WESTERN RAILWAY AT IAEGER, 0.2 MILE NORTHEAST
 GX1687'OF A 15-FOOT CONCRETE HIGHWAY BRIDGE, ON THE SOUTH SLOPE AND NEAR
 GX1687'THE BASE OF THE MOUNTAIN, 18 FEET SOUTHEAST OF THE CENTER LINE
 GX1687'OF THE HIGHWAY, SET VERTICALLY IN THE NORTHWEST FACE OF A BOULDER
 GX1687'12-FEET LONG AND 3-FEET HIGH AT ITS HIGHEST POINT AND IN A
 GX1687'HIGH BANK, 13 FEET NORTHEAST OF THE PROLONGATION OF THE NORTHEAST
 GX1687'SIDE OF A WHITE PAINTED HOUSE NORTHWEST OF THE HIGHWAY, AND
 GX1687'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2464 ***********************************************************************
 GX2464  DESIGNATION -  R 177
 GX2464  PID         -  GX2464
 GX2464  STATE/COUNTY-  WV/WYOMING
 GX2464  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2464
 GX2464                         *CURRENT SURVEY CONTROL
 GX2464  ___________________________________________________________________
 GX2464* NAD 83(1986)-  37 35 27.     (N)    081 40 41.     (W)     SCALED    
 GX2464* NAVD 88     -       349.837  (meters)    1147.76   (feet)  ADJUSTED  
 GX2464  ___________________________________________________________________
 GX2464  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX2464  DYNAMIC HT  -         349.561 (meters)    1146.85  (feet)  COMP
 GX2464  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 GX2464
 GX2464  VERT ORDER  -  SECOND    CLASS 0
 GX2464
 GX2464.The horizontal coordinates were scaled from a topographic map and have
 GX2464.an estimated accuracy of +/- 6 seconds.
 GX2464
 GX2464.The orthometric height was determined by differential leveling
 GX2464.and adjusted by the National Geodetic Survey in June 1991..
 GX2464
 GX2464.The geoid height was determined by GEOID03.
 GX2464
 GX2464.The dynamic height is computed by dividing the NAVD 88
 GX2464.geopotential number by the normal gravity value computed on the
 GX2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2464.degrees latitude (g = 980.6199 gals.).
 GX2464
 GX2464.The modeled gravity was interpolated from observed gravity values.
 GX2464
 GX2464;                    North         East    Units  Estimated Accuracy
 GX2464;SPC WV S     -    65,800.      540,120.      MT  (+/- 180 meters Scaled)
 GX2464
 GX2464                          SUPERSEDED SURVEY CONTROL
 GX2464
 GX2464  NGVD 29 (??/??/92)  350.018  (m)         1148.35   (f) ADJ UNCH    2 0
 GX2464
 GX2464.Superseded values are not recommended for survey control.
 GX2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2464.See file dsdata.txt to determine how the superseded data were derived.
 GX2464
 GX2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB401606(NAD 83)
 GX2464_MARKER: DB = BENCH MARK DISK
 GX2464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2464_SP_SET: ABUTMENT
 GX2464_STAMPING: R 177 1958
 GX2464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2464
 GX2464  HISTORY     - Date     Condition        Report By
 GX2464  HISTORY     - 1958     MONUMENTED       CGS
 GX2464  HISTORY     - 1963     GOOD             AEROS
 GX2464
 GX2464                          STATION DESCRIPTION
 GX2464
 GX2464'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2464'AT BAILEYVILLE.
 GX2464'AT BAILEYSVILLE, AT THE BRIDGE OVER GUYANDOT RIVER, IN TOP OF
 GX2464'THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT, 1/2 FOOT NORTHWEST OF
 GX2464'THE SOUTHEAST OF THE ABUTMENT, 9 FEET SOUTHEAST OF THE CENTER
 GX2464'LINE OF THE ROAD, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD.
 GX2464
 GX2464                          STATION RECOVERY (1963)
 GX2464
 GX2464'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3177 ***********************************************************************
 GX3177  DESIGNATION -  R 177 RESET 1975
 GX3177  PID         -  GX3177
 GX3177  STATE/COUNTY-  WV/WYOMING
 GX3177  USGS QUAD   -  BAILEYSVILLE (1976)
 GX3177
 GX3177                         *CURRENT SURVEY CONTROL
 GX3177  ___________________________________________________________________
 GX3177* NAD 83(1986)-  37 35 27.     (N)    081 40 41.     (W)     SCALED    
 GX3177* NAVD 88     -       352.05   (+/-2cm)    1155.0    (feet)  VERTCON   
 GX3177  ___________________________________________________________________
 GX3177  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX3177
 GX3177  VERT ORDER  -  THIRD (See Below)
 GX3177
 GX3177.The horizontal coordinates were scaled from a topographic map and have
 GX3177.an estimated accuracy of +/- 6 seconds.
 GX3177
 GX3177.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3177.The vertical order pertains to the NGVD 29 superseded value.
 GX3177
 GX3177.The geoid height was determined by GEOID03.
 GX3177
 GX3177;                    North         East    Units  Estimated Accuracy
 GX3177;SPC WV S     -    65,800.      540,120.      MT  (+/- 180 meters Scaled)
 GX3177
 GX3177                          SUPERSEDED SURVEY CONTROL
 GX3177
 GX3177  NGVD 29 (09/25/03)  352.24   (m)         1155.6    (f) RESET       3  
 GX3177
 GX3177.Superseded values are not recommended for survey control.
 GX3177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3177.See file dsdata.txt to determine how the superseded data were derived.
 GX3177
 GX3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB401606(NAD 83)
 GX3177_MARKER: DB = BENCH MARK DISK
 GX3177_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX3177_SP_SET: ABUTMENT
 GX3177_STAMPING: R 177 RESET 1975
 GX3177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3177+STABILITY: SURFACE MOTION
 GX3177
 GX3177  HISTORY     - Date     Condition        Report By
 GX3177  HISTORY     - 1975     MONUMENTED       WVHD
 GX3177
 GX3177                          STATION DESCRIPTION
 GX3177
 GX3177'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1975
 GX3177'IN BAILEYSVILLE.
 GX3177'IN BAILEYSVILLE, AT THE  BRIDGE OVER GUYENDOT RIVER, IN TOP OF THE
 GX3177'NORTHEAST END OF ABUTMENT, AND 19 FEET SOUTHEAST OF THE CENTERLINE
 GX3177'OF THE ROAD.
 GX3177'THE MARK IS 6 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1880 ***********************************************************************
 GX1880  DESIGNATION -  R 178
 GX1880  PID         -  GX1880
 GX1880  STATE/COUNTY-  WV/MCDOWELL
 GX1880  USGS QUAD   -  WAR (1977)
 GX1880
 GX1880                         *CURRENT SURVEY CONTROL
 GX1880  ___________________________________________________________________
 GX1880* NAD 83(1986)-  37 15 07.     (N)    081 38 54.     (W)     SCALED    
 GX1880* NAVD 88     -       463.541  (meters)    1520.80   (feet)  ADJUSTED  
 GX1880  ___________________________________________________________________
 GX1880  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GX1880  DYNAMIC HT  -         463.143 (meters)    1519.49  (feet)  COMP
 GX1880  MODELED GRAV-     979,758.3   (mgal)                       NAVD 88
 GX1880
 GX1880  VERT ORDER  -  SECOND    CLASS 0
 GX1880
 GX1880.The horizontal coordinates were scaled from a topographic map and have
 GX1880.an estimated accuracy of +/- 6 seconds.
 GX1880
 GX1880.The orthometric height was determined by differential leveling
 GX1880.and adjusted by the National Geodetic Survey in June 1991..
 GX1880
 GX1880.The geoid height was determined by GEOID03.
 GX1880
 GX1880.The dynamic height is computed by dividing the NAVD 88
 GX1880.geopotential number by the normal gravity value computed on the
 GX1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1880.degrees latitude (g = 980.6199 gals.).
 GX1880
 GX1880.The modeled gravity was interpolated from observed gravity values.
 GX1880
 GX1880;                    North         East    Units  Estimated Accuracy
 GX1880;SPC WV S     -    28,170.      542,480.      MT  (+/- 180 meters Scaled)
 GX1880
 GX1880                          SUPERSEDED SURVEY CONTROL
 GX1880
 GX1880  NGVD 29 (??/??/92)  463.683  (m)         1521.27   (f) ADJ UNCH    2 0
 GX1880
 GX1880.Superseded values are not recommended for survey control.
 GX1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1880.See file dsdata.txt to determine how the superseded data were derived.
 GX1880
 GX1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB425230(NAD 83)
 GX1880_MARKER: DB = BENCH MARK DISK
 GX1880_SETTING: 66 = SET IN ROCK OUTCROP
 GX1880_SP_SET: SET IN ROCK OUTCROP
 GX1880_STAMPING: R 178 1958
 GX1880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1880+STABILITY: POSITION/ELEVATION WELL
 GX1880
 GX1880  HISTORY     - Date     Condition        Report By
 GX1880  HISTORY     - 1958     MONUMENTED       CGS
 GX1880
 GX1880                          STATION DESCRIPTION
 GX1880
 GX1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1880'0.4 MI NW FROM CANEBRAKE.
 GX1880'0.45 MILE NORTHWEST ALONG A BLACK TOP ROAD LEADING TO BERWIND
 GX1880'FROM THE POST OFFICE AT CANEBRAKE, ALSO ABOUT 1.9 MILES SOUTH
 GX1880'ALONG A BLACK TOP ROAD TO CANEBRAKE FROM THE METHODIST CHURCH AT
 GX1880'BERWIND, 0.2 MILE SOUTH OF A 60-FOOT BRIDGE OVER DRY FORK, AT
 GX1880'THE JUNCTION OF A SIDE ROAD SOUTHWEST ACROSS A 75-FOOT WOODEN
 GX1880'BRIDGE OVER DRY FORK, 18 FEET NORTHEAST OF CENTER LINE OF ROAD,
 GX1880'SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CUT, 81 FEET
 GX1880'NORTHWEST OF THE CENTER OF THE JUNCTION OF SIDE ROAD, 2 FEET
 GX1880'ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1904 ***********************************************************************
 GX1904  DESIGNATION -  R 179
 GX1904  PID         -  GX1904
 GX1904  STATE/COUNTY-  WV/MCDOWELL
 GX1904  USGS QUAD   -  BRADSHAW (1977)
 GX1904
 GX1904                         *CURRENT SURVEY CONTROL
 GX1904  ___________________________________________________________________
 GX1904* NAD 83(1986)-  37 21 02.     (N)    081 47 54.     (W)     SCALED    
 GX1904* NAVD 88     -       361.885  (meters)    1187.28   (feet)  ADJUSTED  
 GX1904  ___________________________________________________________________
 GX1904  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1904  DYNAMIC HT  -         361.590 (meters)    1186.32  (feet)  COMP
 GX1904  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 GX1904
 GX1904  VERT ORDER  -  SECOND    CLASS 0
 GX1904
 GX1904.The horizontal coordinates were scaled from a topographic map and have
 GX1904.an estimated accuracy of +/- 6 seconds.
 GX1904
 GX1904.The orthometric height was determined by differential leveling
 GX1904.and adjusted by the National Geodetic Survey in June 1991..
 GX1904
 GX1904.The geoid height was determined by GEOID03.
 GX1904
 GX1904.The dynamic height is computed by dividing the NAVD 88
 GX1904.geopotential number by the normal gravity value computed on the
 GX1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1904.degrees latitude (g = 980.6199 gals.).
 GX1904
 GX1904.The modeled gravity was interpolated from observed gravity values.
 GX1904
 GX1904;                    North         East    Units  Estimated Accuracy
 GX1904;SPC WV S     -    39,210.      529,270.      MT  (+/- 180 meters Scaled)
 GX1904
 GX1904                          SUPERSEDED SURVEY CONTROL
 GX1904
 GX1904  NGVD 29 (??/??/92)  362.063  (m)         1187.87   (f) ADJ UNCH    2 0
 GX1904
 GX1904.Superseded values are not recommended for survey control.
 GX1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1904.See file dsdata.txt to determine how the superseded data were derived.
 GX1904
 GX1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB292340(NAD 83)
 GX1904_MARKER: DB = BENCH MARK DISK
 GX1904_SETTING: 66 = SET IN ROCK OUTCROP
 GX1904_SP_SET: SET IN ROCK OUTCROP
 GX1904_STAMPING: R 179 1958
 GX1904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1904+STABILITY: POSITION/ELEVATION WELL
 GX1904
 GX1904  HISTORY     - Date     Condition        Report By
 GX1904  HISTORY     - 1958     MONUMENTED       CGS
 GX1904
 GX1904                          STATION DESCRIPTION
 GX1904
 GX1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1904'0.2 MI SE FROM BRADSHAW.
 GX1904'0.25 MILE SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 GX1904'STATE HIGHWAY 80 AT BRADSHAW, IN THE SOUTHEAST EDGE OF BRADSHAW,
 GX1904'ABOUT 45 YARDS SOUTH AND ACROSS THE HIGHWAY FROM THE WEST END OF A
 GX1904'FOOTBRIDGE OVER DRY FORK, SET VERTICALLY IN THE EAST FACE OF A
 GX1904'HUGE ROCK CUT, 19 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 GX1904'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0340 ***********************************************************************
 JW0340  DESIGNATION -  R 18
 JW0340  PID         -  JW0340
 JW0340  STATE/COUNTY-  WV/MINERAL
 JW0340  USGS QUAD   -  KEYSER (1974)
 JW0340
 JW0340                         *CURRENT SURVEY CONTROL
 JW0340  ___________________________________________________________________
 JW0340* NAD 83(1986)-  39 25 14.     (N)    078 59 40.     (W)     SCALED    
 JW0340* NAVD 88     -       259.189  (meters)     850.36   (feet)  ADJUSTED  
 JW0340  ___________________________________________________________________
 JW0340  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JW0340  DYNAMIC HT  -         259.030 (meters)     849.83  (feet)  COMP
 JW0340  MODELED GRAV-     980,006.4   (mgal)                       NAVD 88
 JW0340
 JW0340  VERT ORDER  -  SECOND    CLASS 0
 JW0340
 JW0340.The horizontal coordinates were scaled from a topographic map and have
 JW0340.an estimated accuracy of +/- 6 seconds.
 JW0340
 JW0340.The orthometric height was determined by differential leveling
 JW0340.and adjusted by the National Geodetic Survey in June 1991..
 JW0340
 JW0340.The geoid height was determined by GEOID03.
 JW0340
 JW0340.The dynamic height is computed by dividing the NAVD 88
 JW0340.geopotential number by the normal gravity value computed on the
 JW0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0340.degrees latitude (g = 980.6199 gals.).
 JW0340
 JW0340.The modeled gravity was interpolated from observed gravity values.
 JW0340
 JW0340;                    North         East    Units  Estimated Accuracy
 JW0340;SPC WV N     -   102,320.      643,530.      MT  (+/- 180 meters Scaled)
 JW0340
 JW0340                          SUPERSEDED SURVEY CONTROL
 JW0340
 JW0340  NGVD 29 (??/??/92)  259.374  (m)          850.96   (f) ADJ UNCH    2 0
 JW0340
 JW0340.Superseded values are not recommended for survey control.
 JW0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0340.See file dsdata.txt to determine how the superseded data were derived.
 JW0340
 JW0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD726653(NAD 83)
 JW0340_MARKER: DB = BENCH MARK DISK
 JW0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0340_STAMPING: R 18 1934
 JW0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0340+STABILITY: SURFACE MOTION
 JW0340
 JW0340  HISTORY     - Date     Condition        Report By
 JW0340  HISTORY     - 1934     MONUMENTED       CGS
 JW0340  HISTORY     - 1983     GOOD             NGS
 JW0340
 JW0340                          STATION DESCRIPTION
 JW0340
 JW0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0340'0.9 MI S FROM KEYSER.
 JW0340'0.9 MILE SOUTH ALONG U.S. HIGHWAY 220 FROM THE FILTRATION PLANT
 JW0340'AT KEYSER, MINERAL COUNTY, AT A SIDE ROAD LEADING TO A FARM, 36
 JW0340'YARDS SOUTHWEST OF THE RED BRICK HOUSE OF E. ARNOLD, 17 YARDS
 JW0340'SOUTHWEST OF POLE 65, 8 YARDS NORTHWEST OF THE CENTERLINE OF THE
 JW0340'HIGHWAY, ON A FENCE LINE, AND 1 FOOT HIGHER THAN THE HIGHWAY.
 JW0340'A STANDARD DISK, STAMPED R 18 1934 AND SET IN THE TOP OF A
 JW0340'CONCRETE POST.
 JW0340
 JW0340                          STATION RECOVERY (1983)
 JW0340
 JW0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2478 ***********************************************************************
 GX2478  DESIGNATION -  R 180
 GX2478  PID         -  GX2478
 GX2478  STATE/COUNTY-  WV/WYOMING
 GX2478  USGS QUAD   -  MATHENY (1976)
 GX2478
 GX2478                         *CURRENT SURVEY CONTROL
 GX2478  ___________________________________________________________________
 GX2478* NAD 83(1986)-  37 41 45.     (N)    081 31 37.     (W)     SCALED    
 GX2478* NAVD 88     -       432.854  (meters)    1420.12   (feet)  ADJUSTED  
 GX2478  ___________________________________________________________________
 GX2478  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX2478  DYNAMIC HT  -         432.506 (meters)    1418.98  (feet)  COMP
 GX2478  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 GX2478
 GX2478  VERT ORDER  -  SECOND    CLASS 0
 GX2478
 GX2478.The horizontal coordinates were scaled from a topographic map and have
 GX2478.an estimated accuracy of +/- 6 seconds.
 GX2478
 GX2478.The orthometric height was determined by differential leveling
 GX2478.and adjusted by the National Geodetic Survey in June 1991..
 GX2478
 GX2478.The geoid height was determined by GEOID03.
 GX2478
 GX2478.The dynamic height is computed by dividing the NAVD 88
 GX2478.geopotential number by the normal gravity value computed on the
 GX2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2478.degrees latitude (g = 980.6199 gals.).
 GX2478
 GX2478.The modeled gravity was interpolated from observed gravity values.
 GX2478
 GX2478;                    North         East    Units  Estimated Accuracy
 GX2478;SPC WV S     -    77,360.      553,530.      MT  (+/- 180 meters Scaled)
 GX2478
 GX2478                          SUPERSEDED SURVEY CONTROL
 GX2478
 GX2478  NGVD 29 (??/??/92)  433.019  (m)         1420.66   (f) ADJ UNCH    2 0
 GX2478
 GX2478.Superseded values are not recommended for survey control.
 GX2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2478.See file dsdata.txt to determine how the superseded data were derived.
 GX2478
 GX2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB535721(NAD 83)
 GX2478_MARKER: DB = BENCH MARK DISK
 GX2478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2478_SP_SET: BRIDGE
 GX2478_STAMPING: R 180 1958
 GX2478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2478
 GX2478  HISTORY     - Date     Condition        Report By
 GX2478  HISTORY     - 1958     MONUMENTED       CGS
 GX2478  HISTORY     - 20030202 GOOD             INDIV
 GX2478
 GX2478                          STATION DESCRIPTION
 GX2478
 GX2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2478'2.2 MI NW FROM GLEN MORRISON.
 GX2478'ABOUT 2.25 MILES NORTHWEST ALONG A BLACK TOP ROAD TO JESSE FROM
 GX2478'THE BRIDGE OVER LAUREL FORK CREEK AT GLEN MORRISON, 0.7 MILE
 GX2478'NORTHEAST OF THE GLENFORK BAPTIST CHURCH, ON THE OUTSIDE OF A
 GX2478'CURVE WITH TANGENTS EXTENDING WEST AND SOUTH, IN THE TOP OF THE
 GX2478'NORTHWEST END OF THE NORTHEAST HEAD WALL FOR A 18-FOOT BRIDGE
 GX2478'OVER GLEN FORK CREEK, 12 FEET NORTHEAST OF CENTER LINE OF ROAD,
 GX2478'2 FEET SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL, AND ABOUT
 GX2478'1 FOOT ABOVE THE LEVEL OF THE ROAD.
 GX2478
 GX2478                          STATION RECOVERY (2003)
 GX2478
 GX2478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1224 ***********************************************************************
 GX1224  DESIGNATION -  R 181 RESET 1965
 GX1224  PID         -  GX1224
 GX1224  STATE/COUNTY-  WV/WYOMING
 GX1224  USGS QUAD   -  MC GRAWS (1976)
 GX1224
 GX1224                         *CURRENT SURVEY CONTROL
 GX1224  ___________________________________________________________________
 GX1224* NAD 83(1986)-  37 39 33.     (N)    081 26 04.     (W)     SCALED    
 GX1224* NAVD 88     -       612.32   (+/-2cm)    2008.9    (feet)  VERTCON   
 GX1224  ___________________________________________________________________
 GX1224  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX1224
 GX1224  VERT ORDER  -  THIRD (See Below)
 GX1224
 GX1224.The horizontal coordinates were scaled from a topographic map and have
 GX1224.an estimated accuracy of +/- 6 seconds.
 GX1224
 GX1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX1224.The vertical order pertains to the NGVD 29 superseded value.
 GX1224
 GX1224.The geoid height was determined by GEOID03.
 GX1224
 GX1224;                    North         East    Units  Estimated Accuracy
 GX1224;SPC WV S     -    73,250.      561,670.      MT  (+/- 180 meters Scaled)
 GX1224
 GX1224                          SUPERSEDED SURVEY CONTROL
 GX1224
 GX1224  NGVD 29 (09/25/03)  612.48   (m)         2009.4    (f) RESET       3  
 GX1224
 GX1224.Superseded values are not recommended for survey control.
 GX1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1224.See file dsdata.txt to determine how the superseded data were derived.
 GX1224
 GX1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB616680(NAD 83)
 GX1224_MARKER: DD = SURVEY DISK
 GX1224_SETTING: 66 = SET IN ROCK OUTCROP
 GX1224_SP_SET: ROCK CUT
 GX1224_STAMPING: R 181 RESET 1965
 GX1224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1224+STABILITY: POSITION/ELEVATION WELL
 GX1224
 GX1224  HISTORY     - Date     Condition        Report By
 GX1224  HISTORY     - 1965     MONUMENTED       CGS
 GX1224  HISTORY     - 1968     GOOD             WVHD
 GX1224
 GX1224                          STATION DESCRIPTION
 GX1224
 GX1224'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1968
 GX1224'3.2 MI NW FROM MABEN.
 GX1224'ORIGINAL DESCRIPTION-- ABOUT 3.15 MILES NORTHWEST ALONG BLACKTOP ROAD
 GX1224'TO MC GRAWS FROM THE POST OFFICE AT MABEN, ABOUT 115 YARDS SOUTHWEST
 GX1224'OF A CURVE WITH TANGENTS EXTENDING FROM EAST AND SOUTHWEST, AT THE
 GX1224'JUNCTION OF A NARROW ROAD LEADING NORTHWEST UP A DEEP RAVINE, SET
 GX1224'VERTICALLY IN THE SOUTHEAST END OF A ROCK CUT, 18 FEET NORTHWEST OF
 GX1224'THE CENTER LINE OF THE ROAD, 135 FEET NORTHEAST OF THE NORTHWEST END
 GX1224'OF A 30 INCH PIPE CULVERT IN A SMALL RAVINE, 3 1/2 FEET ABOVE THE
 GX1224'LEVEL OF THE ROAD.  NOTE-- THE RESET MARK IS IN THE IMMEDIATE
 GX1224'VICINITY OF THE ABOVE DESCRIBED LOCATION AND IS SET HORIZONTALLY
 GX1224'IN ROCK CUT, ABOUT 1.5 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1349 ***********************************************************************
 GX1349  DESIGNATION -  R 182
 GX1349  PID         -  GX1349
 GX1349  STATE/COUNTY-  WV/MCDOWELL
 GX1349  USGS QUAD   -  ANAWALT (1977)
 GX1349
 GX1349                         *CURRENT SURVEY CONTROL
 GX1349  ___________________________________________________________________
 GX1349* NAD 83(1986)-  37 17 37.     (N)    081 26 09.     (W)     SCALED    
 GX1349* NAVD 88     -       579.324  (meters)    1900.67   (feet)  ADJUSTED  
 GX1349  ___________________________________________________________________
 GX1349  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX1349  DYNAMIC HT  -         578.819 (meters)    1899.01  (feet)  COMP
 GX1349  MODELED GRAV-     979,740.2   (mgal)                       NAVD 88
 GX1349
 GX1349  VERT ORDER  -  SECOND    CLASS 0
 GX1349
 GX1349.The horizontal coordinates were scaled from a topographic map and have
 GX1349.an estimated accuracy of +/- 6 seconds.
 GX1349
 GX1349.The orthometric height was determined by differential leveling
 GX1349.and adjusted by the National Geodetic Survey in June 1991..
 GX1349
 GX1349.The geoid height was determined by GEOID03.
 GX1349
 GX1349.The dynamic height is computed by dividing the NAVD 88
 GX1349.geopotential number by the normal gravity value computed on the
 GX1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1349.degrees latitude (g = 980.6199 gals.).
 GX1349
 GX1349.The modeled gravity was interpolated from observed gravity values.
 GX1349
 GX1349;                    North         East    Units  Estimated Accuracy
 GX1349;SPC WV S     -    32,680.      561,350.      MT  (+/- 180 meters Scaled)
 GX1349
 GX1349                          SUPERSEDED SURVEY CONTROL
 GX1349
 GX1349  NGVD 29 (??/??/92)  579.451  (m)         1901.08   (f) ADJ UNCH    2 0
 GX1349
 GX1349.Superseded values are not recommended for survey control.
 GX1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1349.See file dsdata.txt to determine how the superseded data were derived.
 GX1349
 GX1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB613275(NAD 83)
 GX1349_MARKER: DB = BENCH MARK DISK
 GX1349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1349_SP_SET: BRIDGE
 GX1349_STAMPING: R 182 1958
 GX1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1349
 GX1349  HISTORY     - Date     Condition        Report By
 GX1349  HISTORY     - 1958     MONUMENTED       CGS
 GX1349
 GX1349                          STATION DESCRIPTION
 GX1349
 GX1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1349'AT JENKINJONES.
 GX1349'AT JENKINJONES, 0.25 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM
 GX1349'THE ROAD FORK, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST GUARD
 GX1349'RAIL FOR A 15-FOOT BRIDGE OVER A SMALL STREAM, 10 FEET NORTHWEST
 GX1349'OF THE CENTER LINE OF ROAD, 1 FOOT NORTHEAST OF THE SOUTHWEST END
 GX1349'OF THE GUARD RAIL, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 GX1349'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1191 ***********************************************************************
 GX1191  DESIGNATION -  R 183
 GX1191  PID         -  GX1191
 GX1191  STATE/COUNTY-  WV/RALEIGH
 GX1191  USGS QUAD   -  LESTER (1976)
 GX1191
 GX1191                         *CURRENT SURVEY CONTROL
 GX1191  ___________________________________________________________________
 GX1191* NAD 83(1986)-  37 40 18.     (N)    081 18 11.     (W)     SCALED    
 GX1191* NAVD 88     -       580.486  (meters)    1904.48   (feet)  ADJUSTED  
 GX1191  ___________________________________________________________________
 GX1191  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1191  DYNAMIC HT  -         580.012 (meters)    1902.92  (feet)  COMP
 GX1191  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 GX1191
 GX1191  VERT ORDER  -  SECOND    CLASS 0
 GX1191
 GX1191.The horizontal coordinates were scaled from a topographic map and have
 GX1191.an estimated accuracy of +/- 6 seconds.
 GX1191
 GX1191.The orthometric height was determined by differential leveling
 GX1191.and adjusted by the National Geodetic Survey in June 1991..
 GX1191
 GX1191.The geoid height was determined by GEOID03.
 GX1191
 GX1191.The dynamic height is computed by dividing the NAVD 88
 GX1191.geopotential number by the normal gravity value computed on the
 GX1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1191.degrees latitude (g = 980.6199 gals.).
 GX1191
 GX1191.The modeled gravity was interpolated from observed gravity values.
 GX1191
 GX1191;                    North         East    Units  Estimated Accuracy
 GX1191;SPC WV S     -    74,590.      573,270.      MT  (+/- 180 meters Scaled)
 GX1191
 GX1191                          SUPERSEDED SURVEY CONTROL
 GX1191
 GX1191  NGVD 29 (??/??/92)  580.645  (m)         1905.00   (f) ADJ UNCH    2 0
 GX1191
 GX1191.Superseded values are not recommended for survey control.
 GX1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1191.See file dsdata.txt to determine how the superseded data were derived.
 GX1191
 GX1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB732694(NAD 83)
 GX1191_MARKER: DB = BENCH MARK DISK
 GX1191_SETTING: 66 = SET IN ROCK OUTCROP
 GX1191_SP_SET: ROCK
 GX1191_STAMPING: R 183 1958
 GX1191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1191+STABILITY: POSITION/ELEVATION WELL
 GX1191
 GX1191  HISTORY     - Date     Condition        Report By
 GX1191  HISTORY     - 1958     MONUMENTED       CGS
 GX1191
 GX1191                          STATION DESCRIPTION
 GX1191
 GX1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1191'0.5 MI N FROM TAMS.
 GX1191'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 16 FROM THE VIRGINIAN
 GX1191'RAILWAY STATION AT TAMS, AT THE JUNCTION OF A BLACK TOP ROAD
 GX1191'LEADING NORTHEAST TO STOTESBURY AND SOPHIA, SET VERTICALLY IN
 GX1191'THE EAST FACE OF A LARGE ROCK CUT, 17 FEET WEST OF THE CENTER
 GX1191'LINE OF THE HIGHWAY, 42 FEET NORTHWEST OF THE CENTER LINE OF
 GX1191'THE JUNCTION, 35 FEET SOUTH OF THE NORTH END OF THE CUT, AND
 GX1191'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2068 ***********************************************************************
 GX2068  DESIGNATION -  R 184
 GX2068  PID         -  GX2068
 GX2068  STATE/COUNTY-  WV/MCDOWELL
 GX2068  USGS QUAD   -  WAR (1977)
 GX2068
 GX2068                         *CURRENT SURVEY CONTROL
 GX2068  ___________________________________________________________________
 GX2068* NAD 83(1986)-  37 17 26.     (N)    081 39 21.     (W)     SCALED    
 GX2068* NAVD 88     -       441.829  (meters)    1449.57   (feet)  ADJUSTED  
 GX2068  ___________________________________________________________________
 GX2068  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX2068  DYNAMIC HT  -         441.455 (meters)    1448.34  (feet)  COMP
 GX2068  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 GX2068
 GX2068  VERT ORDER  -  SECOND    CLASS 0
 GX2068
 GX2068.The horizontal coordinates were scaled from a topographic map and have
 GX2068.an estimated accuracy of +/- 6 seconds.
 GX2068
 GX2068.The orthometric height was determined by differential leveling
 GX2068.and adjusted by the National Geodetic Survey in June 1991..
 GX2068
 GX2068.The geoid height was determined by GEOID03.
 GX2068
 GX2068.The dynamic height is computed by dividing the NAVD 88
 GX2068.geopotential number by the normal gravity value computed on the
 GX2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2068.degrees latitude (g = 980.6199 gals.).
 GX2068
 GX2068.The modeled gravity was interpolated from observed gravity values.
 GX2068
 GX2068;                    North         East    Units  Estimated Accuracy
 GX2068;SPC WV S     -    32,460.      541,840.      MT  (+/- 180 meters Scaled)
 GX2068
 GX2068                          SUPERSEDED SURVEY CONTROL
 GX2068
 GX2068  NGVD 29 (??/??/92)  441.980  (m)         1450.06   (f) ADJ UNCH    2 0
 GX2068
 GX2068.Superseded values are not recommended for survey control.
 GX2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2068.See file dsdata.txt to determine how the superseded data were derived.
 GX2068
 GX2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB418273(NAD 83)
 GX2068_MARKER: DB = BENCH MARK DISK
 GX2068_SETTING: 66 = SET IN ROCK OUTCROP
 GX2068_SP_SET: OUTCROP
 GX2068_STAMPING: R 184 1958
 GX2068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2068+STABILITY: POSITION/ELEVATION WELL
 GX2068
 GX2068  HISTORY     - Date     Condition        Report By
 GX2068  HISTORY     - 1958     MONUMENTED       CGS
 GX2068
 GX2068                          STATION DESCRIPTION
 GX2068
 GX2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2068'4.2 MI SE FROM WAR.
 GX2068'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 GX2068'AT WAR, 0.5 MILE EAST OF THE JUNCTION OF A BLACK TOP ROAD LEADING
 GX2068'SOUTH, 0.2 MILE WEST OF THE JUNCTION OF A GRADED ROAD LEADING
 GX2068'NORTHEAST TO REAM, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 GX2068'EXTENDING SOUTHWEST AND SOUTHEAST, 19 FEET NORTH OF THE CENTER
 GX2068'LINE OF THE HIGHWAY, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 GX2068'CUT, 51 FEET WEST OF THE EAST END OF THE CUT, AND ABOUT 2 FEET
 GX2068'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2253 ***********************************************************************
 HX2253  DESIGNATION -  R 185
 HX2253  PID         -  HX2253
 HX2253  STATE/COUNTY-  WV/BOONE
 HX2253  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2253
 HX2253                         *CURRENT SURVEY CONTROL
 HX2253  ___________________________________________________________________
 HX2253* NAD 83(1986)-  38 04 59.     (N)    081 38 29.     (W)     SCALED    
 HX2253* NAVD 88     -       220.870  (meters)     724.64   (feet)  ADJUSTED  
 HX2253  ___________________________________________________________________
 HX2253  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HX2253  DYNAMIC HT  -         220.707 (meters)     724.10  (feet)  COMP
 HX2253  MODELED GRAV-     979,885.8   (mgal)                       NAVD 88
 HX2253
 HX2253  VERT ORDER  -  SECOND    CLASS 0
 HX2253
 HX2253.The horizontal coordinates were scaled from a topographic map and have
 HX2253.an estimated accuracy of +/- 6 seconds.
 HX2253
 HX2253.The orthometric height was determined by differential leveling
 HX2253.and adjusted by the National Geodetic Survey in June 1991..
 HX2253
 HX2253.The geoid height was determined by GEOID03.
 HX2253
 HX2253.The dynamic height is computed by dividing the NAVD 88
 HX2253.geopotential number by the normal gravity value computed on the
 HX2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2253.degrees latitude (g = 980.6199 gals.).
 HX2253
 HX2253.The modeled gravity was interpolated from observed gravity values.
 HX2253
 HX2253;                    North         East    Units  Estimated Accuracy
 HX2253;SPC WV S     -   120,400.      543,730.      MT  (+/- 180 meters Scaled)
 HX2253
 HX2253                          SUPERSEDED SURVEY CONTROL
 HX2253
 HX2253  NGVD 29 (??/??/92)  221.069  (m)          725.29   (f) ADJ UNCH    2 0
 HX2253
 HX2253.Superseded values are not recommended for survey control.
 HX2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2253.See file dsdata.txt to determine how the superseded data were derived.
 HX2253
 HX2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC437152(NAD 83)
 HX2253_MARKER: DB = BENCH MARK DISK
 HX2253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2253_SP_SET: CULVERT
 HX2253_STAMPING: R 185 1958
 HX2253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2253
 HX2253  HISTORY     - Date     Condition        Report By
 HX2253  HISTORY     - 1958     MONUMENTED       CGS
 HX2253
 HX2253                          STATION DESCRIPTION
 HX2253
 HX2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2253'2.2 MI SW FROM SETH.
 HX2253'ABOUT 2.2 MILES SOUTHWEST ALONG A BLACK TOP ROAD TO HOPKINS
 HX2253'FORK FROM THE CHESAPEAKE AND OHIO RAILWAY OVERPASS AT SETH,
 HX2253'11 1/2 FEET SOUTHWEST OF THE CENTER LINE OF ROAD, 35 1/2 FEET
 HX2253'SOUTHWEST OF THE WEST CORNER OF HOPKINS FORK FREEWILL BAPTIST
 HX2253'CHURCH, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL
 HX2253'OF A 3-FOOT CONCRETE CULVERT UNDER THE ROAD, AND ABOUT 1/2
 HX2253'FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2262 ***********************************************************************
 HX2262  DESIGNATION -  R 186
 HX2262  PID         -  HX2262
 HX2262  STATE/COUNTY-  WV/BOONE
 HX2262  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2262
 HX2262                         *CURRENT SURVEY CONTROL
 HX2262  ___________________________________________________________________
 HX2262* NAD 83(1986)-  38 01 16.     (N)    081 40 22.     (W)     SCALED    
 HX2262* NAVD 88     -       425.088  (meters)    1394.64   (feet)  ADJUSTED  
 HX2262  ___________________________________________________________________
 HX2262  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HX2262  DYNAMIC HT  -         424.764 (meters)    1393.58  (feet)  COMP
 HX2262  MODELED GRAV-     979,853.7   (mgal)                       NAVD 88
 HX2262
 HX2262  VERT ORDER  -  SECOND    CLASS 0
 HX2262
 HX2262.The horizontal coordinates were scaled from a topographic map and have
 HX2262.an estimated accuracy of +/- 6 seconds.
 HX2262
 HX2262.The orthometric height was determined by differential leveling
 HX2262.and adjusted by the National Geodetic Survey in June 1991..
 HX2262
 HX2262.The geoid height was determined by GEOID03.
 HX2262
 HX2262.The dynamic height is computed by dividing the NAVD 88
 HX2262.geopotential number by the normal gravity value computed on the
 HX2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2262.degrees latitude (g = 980.6199 gals.).
 HX2262
 HX2262.The modeled gravity was interpolated from observed gravity values.
 HX2262
 HX2262;                    North         East    Units  Estimated Accuracy
 HX2262;SPC WV S     -   113,550.      540,930.      MT  (+/- 180 meters Scaled)
 HX2262
 HX2262                          SUPERSEDED SURVEY CONTROL
 HX2262
 HX2262  NGVD 29 (??/??/92)  425.278  (m)         1395.27   (f) ADJ UNCH    2 0
 HX2262
 HX2262.Superseded values are not recommended for survey control.
 HX2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2262.See file dsdata.txt to determine how the superseded data were derived.
 HX2262
 HX2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC409083(NAD 83)
 HX2262_MARKER: DB = BENCH MARK DISK
 HX2262_SETTING: 66 = SET IN ROCK OUTCROP
 HX2262_SP_SET: ROCK LAYER
 HX2262_STAMPING: R 186 1958
 HX2262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2262+STABILITY: POSITION/ELEVATION WELL
 HX2262
 HX2262  HISTORY     - Date     Condition        Report By
 HX2262  HISTORY     - 1958     MONUMENTED       CGS
 HX2262
 HX2262                          STATION DESCRIPTION
 HX2262
 HX2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2262'5.4 MI NE FROM VAN.
 HX2262'ABOUT 0.95 MILE EAST AND NORTH ALONG STATE HIGHWAY 78 FROM THE
 HX2262'JUNCTION OF STATE HIGHWAY 79 AT VAN, THENCE 4.5 MILES
 HX2262'NORTHEAST ALONG A BLACK TOP ROAD ALONG WHITES BRANCH TO
 HX2262'WILLIAMS, 0.25 MILE NORTH AND UPHILL FROM A SHARP CURVE IN ROAD
 HX2262'BETWEEN CUTS, SET VERTICALLY IN THE SOUTHEAST FACE OF A LAYER
 HX2262'OF ROCK WHICH FORMS ONE SIDE OF A CATCH HOLE FOR A PIPE CULVERT,
 HX2262'19 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHWEST
 HX2262'OF THE NORTHEAST END OF A 15-INCH PIPE CULVERT, 10 FEET NORTHEAST
 HX2262'OF THE NORTHEAST END OF A SMOOTH 6-FOOT HIGH ROCK IN CUT, AND
 HX2262'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2323 ***********************************************************************
 GX2323  DESIGNATION -  R 187
 GX2323  PID         -  GX2323
 GX2323  STATE/COUNTY-  WV/BOONE
 GX2323  USGS QUAD   -  WHITESVILLE (1988)
 GX2323
 GX2323                         *CURRENT SURVEY CONTROL
 GX2323  ___________________________________________________________________
 GX2323* NAD 83(1986)-  37 58 05.     (N)    081 33 45.     (W)     SCALED    
 GX2323* NAVD 88     -       329.658  (meters)    1081.55   (feet)  ADJUSTED  
 GX2323  ___________________________________________________________________
 GX2323  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GX2323  DYNAMIC HT  -         329.414 (meters)    1080.75  (feet)  COMP
 GX2323  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 GX2323
 GX2323  VERT ORDER  -  SECOND    CLASS 0
 GX2323
 GX2323.The horizontal coordinates were scaled from a topographic map and have
 GX2323.an estimated accuracy of +/- 6 seconds.
 GX2323
 GX2323.The orthometric height was determined by differential leveling
 GX2323.and adjusted by the National Geodetic Survey in June 1991..
 GX2323
 GX2323.The geoid height was determined by GEOID03.
 GX2323
 GX2323.The dynamic height is computed by dividing the NAVD 88
 GX2323.geopotential number by the normal gravity value computed on the
 GX2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2323.degrees latitude (g = 980.6199 gals.).
 GX2323
 GX2323.The modeled gravity was interpolated from observed gravity values.
 GX2323
 GX2323;                    North         East    Units  Estimated Accuracy
 GX2323;SPC WV S     -   107,590.      550,580.      MT  (+/- 180 meters Scaled)
 GX2323
 GX2323                          SUPERSEDED SURVEY CONTROL
 GX2323
 GX2323  NGVD 29 (??/??/92)  329.855  (m)         1082.20   (f) ADJ UNCH    2 0
 GX2323
 GX2323.Superseded values are not recommended for survey control.
 GX2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2323.See file dsdata.txt to determine how the superseded data were derived.
 GX2323
 GX2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC505024(NAD 83)
 GX2323_MARKER: DB = BENCH MARK DISK
 GX2323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2323_SP_SET: BRIDGE
 GX2323_STAMPING: R 187 1958
 GX2323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2323
 GX2323  HISTORY     - Date     Condition        Report By
 GX2323  HISTORY     - 1958     MONUMENTED       CGS
 GX2323
 GX2323                          STATION DESCRIPTION
 GX2323
 GX2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2323'2.2 MI SW FROM WHITESVILLE.
 GX2323'ABOUT 2.25 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GX2323'JUNCTION OF STATE HIGHWAY 3 AT WHITESVILLE, AT THE JUNCTION
 GX2323'OF A ROAD LEADING WEST TO CHESAPEAKE AND OHIO RAILWAY SIGH
 GX2323'BLUE PENNANT AND COMPANY STORE, 44 FEET NORTHWEST OF THE CENTER
 GX2323'LINE OF THE HIGHWAY, 10 1/2 FEET NORTH OF THE CENTER LINE OF THE
 GX2323'ROAD LEADING WEST, 52 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 GX2323'OF C. AND O. TRACK, IN TOP OF THE SOUTH END OF THE NORTH WING
 GX2323'WALL FOR AN 18-FOOT CONCRETE BRIDGE OVER ELK RUN, 1/2 FOOT SOUTH
 GX2323'OF THE SOUTH HEAD WALL OF BRIDGE, AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2129 ***********************************************************************
 GX2129  DESIGNATION -  R 188
 GX2129  PID         -  GX2129
 GX2129  STATE/COUNTY-  WV/BOONE
 GX2129  USGS QUAD   -  LORADO (1989)
 GX2129
 GX2129                         *CURRENT SURVEY CONTROL
 GX2129  ___________________________________________________________________
 GX2129* NAD 83(1986)-  37 50 48.     (N)    081 37 42.     (W)     SCALED    
 GX2129* NAVD 88     -       355.303  (meters)    1165.69   (feet)  ADJUSTED  
 GX2129  ___________________________________________________________________
 GX2129  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GX2129  DYNAMIC HT  -         355.032 (meters)    1164.80  (feet)  COMP
 GX2129  MODELED GRAV-     979,857.3   (mgal)                       NAVD 88
 GX2129
 GX2129  VERT ORDER  -  SECOND    CLASS 0
 GX2129
 GX2129.The horizontal coordinates were scaled from a topographic map and have
 GX2129.an estimated accuracy of +/- 6 seconds.
 GX2129
 GX2129.The orthometric height was determined by differential leveling
 GX2129.and adjusted by the National Geodetic Survey in June 1991..
 GX2129
 GX2129.The geoid height was determined by GEOID03.
 GX2129
 GX2129.The dynamic height is computed by dividing the NAVD 88
 GX2129.geopotential number by the normal gravity value computed on the
 GX2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2129.degrees latitude (g = 980.6199 gals.).
 GX2129
 GX2129.The modeled gravity was interpolated from observed gravity values.
 GX2129
 GX2129;                    North         East    Units  Estimated Accuracy
 GX2129;SPC WV S     -    94,160.      544,700.      MT  (+/- 180 meters Scaled)
 GX2129
 GX2129                          SUPERSEDED SURVEY CONTROL
 GX2129
 GX2129  NGVD 29 (??/??/92)  355.488  (m)         1166.30   (f) ADJ UNCH    2 0
 GX2129
 GX2129.Superseded values are not recommended for survey control.
 GX2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2129.See file dsdata.txt to determine how the superseded data were derived.
 GX2129
 GX2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB447889(NAD 83)
 GX2129_MARKER: DB = BENCH MARK DISK
 GX2129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2129_SP_SET: BRIDGE
 GX2129_STAMPING: R 188 1958
 GX2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2129
 GX2129  HISTORY     - Date     Condition        Report By
 GX2129  HISTORY     - 1958     MONUMENTED       CGS
 GX2129
 GX2129                          STATION DESCRIPTION
 GX2129
 GX2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2129'1.9 MI SE FROM BALD KNOB.
 GX2129'ABOUT 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE BRIDGE
 GX2129'OVER JAMES BRANCH AT BALD KNOB, IN TOP OF THE EAST END OF THE
 GX2129'BRIDGE SEAT OF SOUTH ABUTMENT FOR 27-FOOT CONCRETE HIGHWAY BRIDGE
 GX2129'OVER ROCKLICK BRANCH, 13 1/2 FEET EAST OF CENTER LINE OF HIGHWAY,
 GX2129'AND ABOUT 1.3 FEET BELOW THE LEVEL OF THE HIGHWAY.  ALSO 1.1 MILES
 GX2129'NORTHWEST OF CONCRETE BRIDGE OVER POND FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2381 ***********************************************************************
 GX2381  DESIGNATION -  R 189
 GX2381  PID         -  GX2381
 GX2381  STATE/COUNTY-  WV/BOONE
 GX2381  USGS QUAD   -  PILOT KNOB (1989)
 GX2381
 GX2381                         *CURRENT SURVEY CONTROL
 GX2381  ___________________________________________________________________
 GX2381* NAD 83(1986)-  37 48 26.     (N)    081 36 52.     (W)     SCALED    
 GX2381* NAVD 88     -       454.579  (meters)    1491.40   (feet)  ADJUSTED  
 GX2381  ___________________________________________________________________
 GX2381  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX2381  DYNAMIC HT  -         454.227 (meters)    1490.24  (feet)  COMP
 GX2381  MODELED GRAV-     979,841.5   (mgal)                       NAVD 88
 GX2381
 GX2381  VERT ORDER  -  SECOND    CLASS 0
 GX2381
 GX2381.The horizontal coordinates were scaled from a topographic map and have
 GX2381.an estimated accuracy of +/- 6 seconds.
 GX2381
 GX2381.The orthometric height was determined by differential leveling
 GX2381.and adjusted by the National Geodetic Survey in June 1991..
 GX2381
 GX2381.The geoid height was determined by GEOID03.
 GX2381
 GX2381.The dynamic height is computed by dividing the NAVD 88
 GX2381.geopotential number by the normal gravity value computed on the
 GX2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2381.degrees latitude (g = 980.6199 gals.).
 GX2381
 GX2381.The modeled gravity was interpolated from observed gravity values.
 GX2381
 GX2381;                    North         East    Units  Estimated Accuracy
 GX2381;SPC WV S     -    89,770.      545,890.      MT  (+/- 180 meters Scaled)
 GX2381
 GX2381                          SUPERSEDED SURVEY CONTROL
 GX2381
 GX2381  NGVD 29 (??/??/92)  454.748  (m)         1491.95   (f) ADJ UNCH    2 0
 GX2381
 GX2381.Superseded values are not recommended for survey control.
 GX2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2381.See file dsdata.txt to determine how the superseded data were derived.
 GX2381
 GX2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB459846(NAD 83)
 GX2381_MARKER: DB = BENCH MARK DISK
 GX2381_SETTING: 66 = SET IN ROCK OUTCROP
 GX2381_SP_SET: ROCK LAYER
 GX2381_STAMPING: R 189 1958
 GX2381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2381+STABILITY: POSITION/ELEVATION WELL
 GX2381
 GX2381  HISTORY     - Date     Condition        Report By
 GX2381  HISTORY     - 1958     MONUMENTED       CGS
 GX2381  HISTORY     - 1968     MARK NOT FOUND   USGS
 GX2381
 GX2381                          STATION DESCRIPTION
 GX2381
 GX2381'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2381'0.2 MI SW FROM ECHART.
 GX2381'ABOUT 0.2 MILE SOUTHWEST ALONG A FOOT PATH LEADING ACROSS A
 GX2381'MOUNTAIN TO SAUNDERS FROM THE JUNCTION OF STATE HIGHWAY 79 AT
 GX2381'ECHART, 0.9 MILE NORTHEAST OF THE SUMMIT OF GAP AND BOONE - LOGAN
 GX2381'COUNTY LINE, SET VERTICALLY IN NORTHWEST FACE OF LOWER LAYER OF
 GX2381'ROCK IN 4-FOOT HIGH LAYERED MOSSY CLIFF, (ROCKS ARE COVERED WITH
 GX2381'MOSS AND WEEDS), 9 FEET SOUTHEAST OF TRAIL IN CREEK BED, 15 YARDS
 GX2381'EAST AND DOWNSTREAM FROM PLACE WHERE THE TRAIL LEAVES CREEK BED
 GX2381'TO NORTHWEST BANK, 0.05 MILE NORTHEAST OF A PLACE WHERE TRAIL
 GX2381'LEAVES CREEK BEAD UPHILL ON SOUTHEAST BANK OF CREEK BED, ACROSS
 GX2381'THE CREEK BED FROM TWO GROUPS OF BASSWOOD TREES, AND ABOUT 1 FOOT
 GX2381'ABOVE THE LEVEL OF THE CREEK BED AND TRAIL.
 GX2381
 GX2381                          STATION RECOVERY (1968)
 GX2381
 GX2381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GX2381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0583 ***********************************************************************
 HX0583  DESIGNATION -  R 19
 HX0583  PID         -  HX0583
 HX0583  STATE/COUNTY-  WV/POCAHONTAS
 HX0583  USGS QUAD   -  MARLINTON (1995)
 HX0583
 HX0583                         *CURRENT SURVEY CONTROL
 HX0583  ___________________________________________________________________
 HX0583* NAD 83(1986)-  38 12 23.     (N)    080 02 18.     (W)     SCALED    
 HX0583* NAVD 88     -       670.590  (meters)    2200.09   (feet)  ADJUSTED  
 HX0583  ___________________________________________________________________
 HX0583  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX0583  DYNAMIC HT  -         670.048 (meters)    2198.32  (feet)  COMP
 HX0583  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 HX0583
 HX0583  VERT ORDER  -  SECOND    CLASS 0
 HX0583
 HX0583.The horizontal coordinates were scaled from a topographic map and have
 HX0583.an estimated accuracy of +/- 6 seconds.
 HX0583
 HX0583.The orthometric height was determined by differential leveling
 HX0583.and adjusted by the National Geodetic Survey in June 1991..
 HX0583
 HX0583.The geoid height was determined by GEOID03.
 HX0583
 HX0583.The dynamic height is computed by dividing the NAVD 88
 HX0583.geopotential number by the normal gravity value computed on the
 HX0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0583.degrees latitude (g = 980.6199 gals.).
 HX0583
 HX0583.The modeled gravity was interpolated from observed gravity values.
 HX0583
 HX0583;                    North         East    Units  Estimated Accuracy
 HX0583;SPC WV S     -   134,330.      684,220.      MT  (+/- 180 meters Scaled)
 HX0583
 HX0583                          SUPERSEDED SURVEY CONTROL
 HX0583
 HX0583  NGVD 29 (??/??/92)  670.668  (m)         2200.35   (f) ADJ UNCH    2 0
 HX0583
 HX0583.Superseded values are not recommended for survey control.
 HX0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0583.See file dsdata.txt to determine how the superseded data were derived.
 HX0583
 HX0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC841291(NAD 83)
 HX0583_MARKER: DB = BENCH MARK DISK
 HX0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0583_STAMPING: R 19 1934
 HX0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0583+STABILITY: SURFACE MOTION
 HX0583
 HX0583  HISTORY     - Date     Condition        Report By
 HX0583  HISTORY     - 1934     MONUMENTED       CGS
 HX0583  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0583
 HX0583                          STATION DESCRIPTION
 HX0583
 HX0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HX0583'2 MI NW FROM HUNTERSVILLE.
 HX0583'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 HX0583'AT HUNTERSVILLE, POCAHONTAS COUNTY, 44 YARDS SOUTH OF A CONCRETE
 HX0583'BRIDGE OVER A SMALL CREEK, 38 YARDS SOUTH OF A FARMHOUSE OWNED BY
 HX0583'JOE BUSSARD, 62 FEET NORTH OF THE NORTHEAST CORNER OF THE EAST END
 HX0583'OF A CONCRETE CULVERT, 18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 HX0583'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 HX0583'R 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HX0583
 HX0583                          STATION RECOVERY (1973)
 HX0583
 HX0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2366 ***********************************************************************
 GX2366  DESIGNATION -  R 190
 GX2366  PID         -  GX2366
 GX2366  STATE/COUNTY-  WV/LOGAN
 GX2366  USGS QUAD   -  AMHERSTDALE (1989)
 GX2366
 GX2366                         *CURRENT SURVEY CONTROL
 GX2366  ___________________________________________________________________
 GX2366* NAD 83(1986)-  37 48 11.     (N)    081 45 03.     (W)     SCALED    
 GX2366* NAVD 88     -       334.349  (meters)    1096.94   (feet)  ADJUSTED  
 GX2366  ___________________________________________________________________
 GX2366  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GX2366  DYNAMIC HT  -         334.097 (meters)    1096.12  (feet)  COMP
 GX2366  MODELED GRAV-     979,866.7   (mgal)                       NAVD 88
 GX2366
 GX2366  VERT ORDER  -  SECOND    CLASS 0
 GX2366
 GX2366.The horizontal coordinates were scaled from a topographic map and have
 GX2366.an estimated accuracy of +/- 6 seconds.
 GX2366
 GX2366.The orthometric height was determined by differential leveling
 GX2366.and adjusted by the National Geodetic Survey in June 1991..
 GX2366
 GX2366.The geoid height was determined by GEOID03.
 GX2366
 GX2366.The dynamic height is computed by dividing the NAVD 88
 GX2366.geopotential number by the normal gravity value computed on the
 GX2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2366.degrees latitude (g = 980.6199 gals.).
 GX2366
 GX2366.The modeled gravity was interpolated from observed gravity values.
 GX2366
 GX2366;                    North         East    Units  Estimated Accuracy
 GX2366;SPC WV S     -    89,400.      533,880.      MT  (+/- 180 meters Scaled)
 GX2366
 GX2366                          SUPERSEDED SURVEY CONTROL
 GX2366
 GX2366  NGVD 29 (??/??/92)  334.543  (m)         1097.58   (f) ADJ UNCH    2 0
 GX2366
 GX2366.Superseded values are not recommended for survey control.
 GX2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2366.See file dsdata.txt to determine how the superseded data were derived.
 GX2366
 GX2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB339842(NAD 83)
 GX2366_MARKER: DB = BENCH MARK DISK
 GX2366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2366_SP_SET: BRIDGE
 GX2366_STAMPING: R 190 1958
 GX2366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2366
 GX2366  HISTORY     - Date     Condition        Report By
 GX2366  HISTORY     - 1958     MONUMENTED       CGS
 GX2366
 GX2366                          STATION DESCRIPTION
 GX2366
 GX2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2366'4.6 MI E FROM AMHERSTDALE.
 GX2366'ABOUT 4.6 MILES EAST ALONG A BLACK TOP ROAD TO SAUNDERS FROM THE
 GX2366'BANK BUILDING AT AMHERSTDALE, 1.0 MILE WEST OF THE CONFLUENCE
 GX2366'OF BUFFALO CREEK AND ELSIE HOLLOW, 0.95 MILE WEST OF THE CHESAPEAKE
 GX2366'AND OHIO RAILWAY STATION SIGN AT CRANECO, 48 YARDS NORTHWEST OF
 GX2366'THE NORTH END OF STEEL ROAD BRIDGE OVER BUFFALO CREEK, IN TOP
 GX2366'OF THE EAST END OF THE LOWER PART OR BRIDGE SEAT OF THE NORTH
 GX2366'CONCRETE ABUTMENT OF RAILWAY SPUR TRACK BRIDGE OVER BUFFALO CREEK,
 GX2366'54 YARDS SOUTH OF THE CROSSING OF THE SPUR TRACK AND BLACK TOP
 GX2366'ROAD, 2 FEET BELOW THE LEVEL OF THE ROAD, AND ABOUT 3 1/2 FEET
 GX2366'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1910 ***********************************************************************
 GX1910  DESIGNATION -  R 191
 GX1910  PID         -  GX1910
 GX1910  STATE/COUNTY-  WV/MCDOWELL
 GX1910  USGS QUAD   -  BRADSHAW (1977)
 GX1910
 GX1910                         *CURRENT SURVEY CONTROL
 GX1910  ___________________________________________________________________
 GX1910* NAD 83(1986)-  37 19 47.     (N)    081 50 18.     (W)     SCALED    
 GX1910* NAVD 88     -       448.458  (meters)    1471.32   (feet)  ADJUSTED  
 GX1910  ___________________________________________________________________
 GX1910  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX1910  DYNAMIC HT  -         448.085 (meters)    1470.09  (feet)  COMP
 GX1910  MODELED GRAV-     979,786.4   (mgal)                       NAVD 88
 GX1910
 GX1910  VERT ORDER  -  SECOND    CLASS 0
 GX1910
 GX1910.The horizontal coordinates were scaled from a topographic map and have
 GX1910.an estimated accuracy of +/- 6 seconds.
 GX1910
 GX1910.The orthometric height was determined by differential leveling
 GX1910.and adjusted by the National Geodetic Survey in June 1991..
 GX1910
 GX1910.The geoid height was determined by GEOID03.
 GX1910
 GX1910.The dynamic height is computed by dividing the NAVD 88
 GX1910.geopotential number by the normal gravity value computed on the
 GX1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1910.degrees latitude (g = 980.6199 gals.).
 GX1910
 GX1910.The modeled gravity was interpolated from observed gravity values.
 GX1910
 GX1910;                    North         East    Units  Estimated Accuracy
 GX1910;SPC WV S     -    36,930.      525,700.      MT  (+/- 180 meters Scaled)
 GX1910
 GX1910                          SUPERSEDED SURVEY CONTROL
 GX1910
 GX1910  NGVD 29 (??/??/92)  448.628  (m)         1471.87   (f) ADJ UNCH    2 0
 GX1910
 GX1910.Superseded values are not recommended for survey control.
 GX1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1910.See file dsdata.txt to determine how the superseded data were derived.
 GX1910
 GX1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB257317(NAD 83)
 GX1910_MARKER: DB = BENCH MARK DISK
 GX1910_SETTING: 66 = SET IN ROCK OUTCROP
 GX1910_SP_SET: SET IN ROCK OUTCROP
 GX1910_STAMPING: R 191 1958
 GX1910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1910+STABILITY: POSITION/ELEVATION WELL
 GX1910
 GX1910  HISTORY     - Date     Condition        Report By
 GX1910  HISTORY     - 1958     MONUMENTED       CGS
 GX1910
 GX1910                          STATION DESCRIPTION
 GX1910
 GX1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1910'3.6 MI SW FROM BRADSHAW.
 GX1910'3.55 MILES SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 GX1910'STATE HIGHWAY 80 AT BRADSHAW, ABOUT 1.1 MILES NORTHWEST OF THE
 GX1910'JUNCTION OF A GRAVEL ROAD LEADING SOUTHEAST ALONG MIDDLE FORK,
 GX1910'0.15 MILE NORTHWEST OF A 6-FOOT CONCRETE AND STONE BRIDGE FOR
 GX1910'A SMALL CREEK BRANCH, SET VERTICALLY IN THE SOUTH FACE OF A 5-FOOT
 GX1910'LAYER OF ROCK IN A 12-FOOT HIGH CUT, 21 FEET NORTH OF CENTER
 GX1910'LINE OF HIGHWAY, DIRECTLY UNDER A BRANCH POWER LINE WHICH CROSSES
 GX1910'THE HIGHWAY, AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY AND GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1259 ***********************************************************************
 GX1259  DESIGNATION -  R 192
 GX1259  PID         -  GX1259
 GX1259  STATE/COUNTY-  WV/FAYETTE
 GX1259  USGS QUAD   -  THURMOND (1988)
 GX1259
 GX1259                         *CURRENT SURVEY CONTROL
 GX1259  ___________________________________________________________________
 GX1259* NAD 83(1986)-  37 57 47.     (N)    081 04 02.     (W)     SCALED    
 GX1259* NAVD 88     -       319.713  (meters)    1048.93   (feet)  ADJUSTED  
 GX1259  ___________________________________________________________________
 GX1259  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX1259  DYNAMIC HT  -         319.469 (meters)    1048.12  (feet)  COMP
 GX1259  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 GX1259
 GX1259  VERT ORDER  -  FIRST     CLASS II
 GX1259
 GX1259.The horizontal coordinates were scaled from a topographic map and have
 GX1259.an estimated accuracy of +/- 6 seconds.
 GX1259
 GX1259.The orthometric height was determined by differential leveling
 GX1259.and adjusted by the National Geodetic Survey in June 1991..
 GX1259
 GX1259.The geoid height was determined by GEOID03.
 GX1259
 GX1259.The dynamic height is computed by dividing the NAVD 88
 GX1259.geopotential number by the normal gravity value computed on the
 GX1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1259.degrees latitude (g = 980.6199 gals.).
 GX1259
 GX1259.The modeled gravity was interpolated from observed gravity values.
 GX1259
 GX1259;                    North         East    Units  Estimated Accuracy
 GX1259;SPC WV S     -   106,890.      594,090.      MT  (+/- 180 meters Scaled)
 GX1259
 GX1259                          SUPERSEDED SURVEY CONTROL
 GX1259
 GX1259  NGVD 29 (??/??/92)  319.890  (m)         1049.51   (f) ADJ UNCH    1 2
 GX1259
 GX1259.Superseded values are not recommended for survey control.
 GX1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1259.See file dsdata.txt to determine how the superseded data were derived.
 GX1259
 GX1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC940017(NAD 83)
 GX1259_MARKER: DB = BENCH MARK DISK
 GX1259_SETTING: 80 = SET IN A BOULDER
 GX1259_SP_SET: BOULDER
 GX1259_STAMPING: R 192 1958
 GX1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1259+STABILITY: SURFACE MOTION
 GX1259
 GX1259  HISTORY     - Date     Condition        Report By
 GX1259  HISTORY     - 1958     MONUMENTED       CGS
 GX1259
 GX1259                          STATION DESCRIPTION
 GX1259
 GX1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1259'1.5 MI NE FROM THURMOND.
 GX1259'ABOUT 1.5 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1259'FROM THE STATION AT THURMOND, 0.3 MILE SOUTHEAST OF MILEPOST
 GX1259'392, 46 FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL OF THE
 GX1259'NORTH-NORTHEAST MAIN TRACK, SET VERTICALLY IN THE SOUTH FACE OF
 GX1259'A GRASS TOPPED BOULDER 20-FOOT HIGH BY 25-FOOT LONG AND 15-FOOT
 GX1259'WIDE AND IS BETWEEN THE TRACK AND RIVER, 5-FEET ABOVE THE GROUND,
 GX1259'32 FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL OF SIDING
 GX1259'(EAST TRACK OF THREE), 1 FOOT WEST OF THE NORTHEAST CORNER OF
 GX1259'THE BOULDER, 19 YARDS EAST OF TELEPHONE POLE G 8, AND ABOUT 1
 GX1259'FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2059 ***********************************************************************
 GX2059  DESIGNATION -  R 193
 GX2059  PID         -  GX2059
 GX2059  STATE/COUNTY-  WV/MCDOWELL
 GX2059  USGS QUAD   -  GARY (1977)
 GX2059
 GX2059                         *CURRENT SURVEY CONTROL
 GX2059  ___________________________________________________________________
 GX2059* NAD 83(1986)-  37 19 38.     (N)    081 35 17.     (W)     SCALED    
 GX2059* NAVD 88     -       676.894  (meters)    2220.78   (feet)  ADJUSTED  
 GX2059  ___________________________________________________________________
 GX2059  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX2059  DYNAMIC HT  -         676.331 (meters)    2218.93  (feet)  COMP
 GX2059  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 GX2059
 GX2059  VERT ORDER  -  SECOND    CLASS 0
 GX2059
 GX2059.The horizontal coordinates were scaled from a topographic map and have
 GX2059.an estimated accuracy of +/- 6 seconds.
 GX2059
 GX2059.The orthometric height was determined by differential leveling
 GX2059.and adjusted by the National Geodetic Survey in June 1991..
 GX2059
 GX2059.The geoid height was determined by GEOID03.
 GX2059
 GX2059.The dynamic height is computed by dividing the NAVD 88
 GX2059.geopotential number by the normal gravity value computed on the
 GX2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2059.degrees latitude (g = 980.6199 gals.).
 GX2059
 GX2059.The modeled gravity was interpolated from observed gravity values.
 GX2059
 GX2059;                    North         East    Units  Estimated Accuracy
 GX2059;SPC WV S     -    36,480.      547,880.      MT  (+/- 180 meters Scaled)
 GX2059
 GX2059                          SUPERSEDED SURVEY CONTROL
 GX2059
 GX2059  NGVD 29 (??/??/92)  677.054  (m)         2221.30   (f) ADJ UNCH    2 0
 GX2059
 GX2059.Superseded values are not recommended for survey control.
 GX2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2059.See file dsdata.txt to determine how the superseded data were derived.
 GX2059
 GX2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB479313(NAD 83)
 GX2059_MARKER: DB = BENCH MARK DISK
 GX2059_SETTING: 66 = SET IN ROCK OUTCROP
 GX2059_SP_SET: OUTCROP
 GX2059_STAMPING: R 193 1958
 GX2059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2059+STABILITY: POSITION/ELEVATION WELL
 GX2059
 GX2059  HISTORY     - Date     Condition        Report By
 GX2059  HISTORY     - 1958     MONUMENTED       CGS
 GX2059
 GX2059                          STATION DESCRIPTION
 GX2059
 GX2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2059'5.6 MI SW FROM GARY.
 GX2059'1.25 MILES SOUTH ALONG A BLACK TOP ROAD LEADING TO ELBERT FROM
 GX2059'THE JUNCTION OF STATE HIGHWAY 85 AT GARY, THENCE 4.4 MILES
 GX2059'SOUTHWEST ALONG A BLACK TOP AND GRADED ROAD TO RIFT, 0.45 MILE
 GX2059'WEST OF THE JUNCTION OF A NARROW ROAD EAST, ABOUT 55 YARDS
 GX2059'WEST OF THE CROSSING OF A TELEPHONE LINE, ON THE OUTSIDE OF A
 GX2059'CURVE WITH TANGENTS EXTENDING EAST AND SOUTHWEST, 14 FEET NORTH
 GX2059'OF CENTER LINE OF ROAD, SET VERTICALLY IN THE SOUTH FACE OF A
 GX2059'LONG LOW ROCK LEDGE THAT IS ABOUT 4-FOOT HIGH WHERE MARK IS SET,
 GX2059'48 FEET EAST OF THE NORTH END OF A 18-INCH PIPE CULVERT, AND
 GX2059'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2073 ***********************************************************************
 GX2073  DESIGNATION -  R 194
 GX2073  PID         -  GX2073
 GX2073  STATE/COUNTY-  WV/MCDOWELL
 GX2073  USGS QUAD   -  WELCH (1976)
 GX2073
 GX2073                         *CURRENT SURVEY CONTROL
 GX2073  ___________________________________________________________________
 GX2073* NAD 83(1986)-  37 24 26.     (N)    081 37 01.     (W)     SCALED    
 GX2073* NAVD 88     -       513.597  (meters)    1685.03   (feet)  ADJUSTED  
 GX2073  ___________________________________________________________________
 GX2073  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX2073  DYNAMIC HT  -         513.173 (meters)    1683.64  (feet)  COMP
 GX2073  MODELED GRAV-     979,789.4   (mgal)                       NAVD 88
 GX2073
 GX2073  VERT ORDER  -  SECOND    CLASS 0
 GX2073
 GX2073.The horizontal coordinates were scaled from a topographic map and have
 GX2073.an estimated accuracy of +/- 6 seconds.
 GX2073
 GX2073.The orthometric height was determined by differential leveling
 GX2073.and adjusted by the National Geodetic Survey in June 1991..
 GX2073
 GX2073.The geoid height was determined by GEOID03.
 GX2073
 GX2073.The dynamic height is computed by dividing the NAVD 88
 GX2073.geopotential number by the normal gravity value computed on the
 GX2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2073.degrees latitude (g = 980.6199 gals.).
 GX2073
 GX2073.The modeled gravity was interpolated from observed gravity values.
 GX2073
 GX2073;                    North         East    Units  Estimated Accuracy
 GX2073;SPC WV S     -    45,380.      545,380.      MT  (+/- 180 meters Scaled)
 GX2073
 GX2073                          SUPERSEDED SURVEY CONTROL
 GX2073
 GX2073  NGVD 29 (??/??/92)  513.762  (m)         1685.57   (f) ADJ UNCH    2 0
 GX2073
 GX2073.Superseded values are not recommended for survey control.
 GX2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2073.See file dsdata.txt to determine how the superseded data were derived.
 GX2073
 GX2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB454402(NAD 83)
 GX2073_MARKER: DB = BENCH MARK DISK
 GX2073_SETTING: 66 = SET IN ROCK OUTCROP
 GX2073_SP_SET: CUT
 GX2073_STAMPING: R 194 1958
 GX2073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2073+STABILITY: POSITION/ELEVATION WELL
 GX2073
 GX2073  HISTORY     - Date     Condition        Report By
 GX2073  HISTORY     - 1958     MONUMENTED       CGS
 GX2073  HISTORY     - 1968     MARK NOT FOUND   USGS
 GX2073
 GX2073                          STATION DESCRIPTION
 GX2073
 GX2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2073'3 MI SW FROM WELCH.
 GX2073'2.15 MILES SOUTH ALONG STATE HIGHWAY 16 AND U.S. HIGHWAY 52 FROM
 GX2073'THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY AT WELCH, THENCE
 GX2073'0.85 MILE SOUTHWEST ALONG STATE HIGHWAY 16, 15 FEET NORTH OF THE
 GX2073'CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE SOUTH FACE OF THE
 GX2073'EAST ONE OF TWO ROCK CUTS, 145 FEET WEST OF THE EAST END OF THE CUT,
 GX2073'156 FEET EAST OF THE CENTER OF A SMALL RAVINE THAT IS BETWEEN
 GX2073'THE TWO CUTS, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2073
 GX2073                          STATION RECOVERY (1968)
 GX2073
 GX2073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GX2073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1922 ***********************************************************************
 GX1922  DESIGNATION -  R 195
 GX1922  PID         -  GX1922
 GX1922  STATE/COUNTY-  WV/MCDOWELL
 GX1922  USGS QUAD   -  IAEGER (1976)
 GX1922
 GX1922                         *CURRENT SURVEY CONTROL
 GX1922  ___________________________________________________________________
 GX1922* NAD 83(1986)-  37 26 58.     (N)    081 48 14.     (W)     SCALED    
 GX1922* NAVD 88     -       305.146  (meters)    1001.13   (feet)  ADJUSTED  
 GX1922  ___________________________________________________________________
 GX1922  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX1922  DYNAMIC HT  -         304.901 (meters)    1000.33  (feet)  COMP
 GX1922  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 GX1922
 GX1922  VERT ORDER  -  SECOND    CLASS 0
 GX1922
 GX1922.The horizontal coordinates were scaled from a topographic map and have
 GX1922.an estimated accuracy of +/- 6 seconds.
 GX1922
 GX1922.The orthometric height was determined by differential leveling
 GX1922.and adjusted by the National Geodetic Survey in June 1991..
 GX1922
 GX1922.The geoid height was determined by GEOID03.
 GX1922
 GX1922.The dynamic height is computed by dividing the NAVD 88
 GX1922.geopotential number by the normal gravity value computed on the
 GX1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1922.degrees latitude (g = 980.6199 gals.).
 GX1922
 GX1922.The modeled gravity was interpolated from observed gravity values.
 GX1922
 GX1922;                    North         East    Units  Estimated Accuracy
 GX1922;SPC WV S     -    50,190.      528,870.      MT  (+/- 180 meters Scaled)
 GX1922
 GX1922                          SUPERSEDED SURVEY CONTROL
 GX1922
 GX1922  NGVD 29 (??/??/92)  305.337  (m)         1001.76   (f) ADJ UNCH    2 0
 GX1922
 GX1922.Superseded values are not recommended for survey control.
 GX1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1922.See file dsdata.txt to determine how the superseded data were derived.
 GX1922
 GX1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB288450(NAD 83)
 GX1922_MARKER: DB = BENCH MARK DISK
 GX1922_SETTING: 66 = SET IN ROCK OUTCROP
 GX1922_SP_SET: SET IN ROCK OUTCROP
 GX1922_STAMPING: R 195 1958
 GX1922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1922+STABILITY: POSITION/ELEVATION WELL
 GX1922
 GX1922  HISTORY     - Date     Condition        Report By
 GX1922  HISTORY     - 1958     MONUMENTED       CGS
 GX1922
 GX1922                          STATION DESCRIPTION
 GX1922
 GX1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1922'1.4 MI S FROM IAEGER.
 GX1922'1.35 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE CROSSING
 GX1922'OF THE NORFOLK AND WESTERN RAILWAY AT IAEGER, ABOUT 0.1 MILE
 GX1922'NORTH OF THE JUNCTION OF A ROAD LEADING EAST ACROSS A LONG
 GX1922'BRIDGE OVER DRY FORK, SET VERTICALLY IN THE EAST FACE OF A
 GX1922'6-FOOT LONE AND 2 1/2-FOOT HIGH ROCK PROJECTION AT THE BASE
 GX1922'OF A CLIFF, 16 FEET WEST OF CENTER LINE OF HIGHWAY, 1 FOOT
 GX1922'ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1653 ***********************************************************************
 GX1653  DESIGNATION -  R 196 RESET 1967
 GX1653  PID         -  GX1653
 GX1653  STATE/COUNTY-  WV/MCDOWELL
 GX1653  USGS QUAD   -  WELCH (1976)
 GX1653
 GX1653                         *CURRENT SURVEY CONTROL
 GX1653  ___________________________________________________________________
 GX1653* NAD 83(1986)-  37 27 14.     (N)    081 36 07.     (W)     SCALED    
 GX1653* NAVD 88     -       388.63   (meters)    1275.0    (feet)  RESET     
 GX1653  ___________________________________________________________________
 GX1653  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX1653
 GX1653  VERT ORDER  -  THIRD
 GX1653
 GX1653.The horizontal coordinates were scaled from a topographic map and have
 GX1653.an estimated accuracy of +/- 6 seconds.
 GX1653
 GX1653.The orthometric height was computed from unverified reset data.
 GX1653.No vertical observational check was made to the station.
 GX1653
 GX1653.The geoid height was determined by GEOID03.
 GX1653
 GX1653;                    North         East    Units  Estimated Accuracy
 GX1653;SPC WV S     -    50,550.      546,740.      MT  (+/- 180 meters Scaled)
 GX1653
 GX1653                          SUPERSEDED SURVEY CONTROL
 GX1653
 GX1653  NGVD 29 (??/??/??)  388.79   (m)         1275.6    (f) RESET       3  
 GX1653
 GX1653.Superseded values are not recommended for survey control.
 GX1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1653.See file dsdata.txt to determine how the superseded data were derived.
 GX1653
 GX1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB467453(NAD 83)
 GX1653_MARKER: DB = BENCH MARK DISK
 GX1653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1653_SP_SET: ABUTMENT
 GX1653_STAMPING: R 196 RESET 1967
 GX1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX1653+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004
 GX1653
 GX1653  HISTORY     - Date     Condition        Report By
 GX1653  HISTORY     - 1967     MONUMENTED       NWRR
 GX1653  HISTORY     - 20040318 GOOD             NSRR
 GX1653
 GX1653                          STATION DESCRIPTION
 GX1653
 GX1653'DESCRIBED BY NORFOLK AND WESTERN RR 1967
 GX1653'2 MI NW FROM WELCH.
 GX1653'ABOUT 2 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILROAD
 GX1653'FROM THE STATION AT WELCH, AT RAILROAD BRIDGE 896, IN THE TOP
 GX1653'OF THE WEST END OF THE SOUTH ABUTMENT, 11.05 FEET SOUTH OF THE
 GX1653'CENTER LINE OF THE MAIN EAST BOUND TRACK.
 GX1653
 GX1653                          STATION RECOVERY (2004)
 GX1653
 GX1653'RECOVERY NOTE BY NORFOLK SOUTHERN RAILROAD 2004 (FRS)
 GX1653'THE MARK APPEARS AS IF SOMEONE TRIED TO PRY IT UP AROUND THE EDGE OF
 GX1653'THE DISC.  THE MARK IS IN GOOD CONDITION OTHERWISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0062 ***********************************************************************
 GX0062  DESIGNATION -  R 197 WVGS
 GX0062  PID         -  GX0062
 GX0062  STATE/COUNTY-  WV/GREENBRIER
 GX0062  USGS QUAD   -  LEWISBURG (1979)
 GX0062
 GX0062                         *CURRENT SURVEY CONTROL
 GX0062  ___________________________________________________________________
 GX0062* NAD 83(1986)-  37 46 53.     (N)    080 23 49.     (W)     SCALED    
 GX0062* NAVD 88     -       517.039  (meters)    1696.32   (feet)  ADJUSTED  
 GX0062  ___________________________________________________________________
 GX0062  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GX0062  DYNAMIC HT  -         516.614 (meters)    1694.92  (feet)  COMP
 GX0062  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 GX0062
 GX0062  VERT ORDER  -  FIRST     CLASS II
 GX0062
 GX0062.The horizontal coordinates were scaled from a topographic map and have
 GX0062.an estimated accuracy of +/- 6 seconds.
 GX0062
 GX0062.The orthometric height was determined by differential leveling
 GX0062.and adjusted by the National Geodetic Survey in June 1991..
 GX0062
 GX0062.The geoid height was determined by GEOID03.
 GX0062
 GX0062.The dynamic height is computed by dividing the NAVD 88
 GX0062.geopotential number by the normal gravity value computed on the
 GX0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0062.degrees latitude (g = 980.6199 gals.).
 GX0062
 GX0062.The modeled gravity was interpolated from observed gravity values.
 GX0062
 GX0062;                    North         East    Units  Estimated Accuracy
 GX0062;SPC WV S     -    86,900.      653,120.      MT  (+/- 180 meters Scaled)
 GX0062
 GX0062                          SUPERSEDED SURVEY CONTROL
 GX0062
 GX0062  NGVD 29 (??/??/92)  517.193  (m)         1696.82   (f) ADJ UNCH    1 2
 GX0062
 GX0062.Superseded values are not recommended for survey control.
 GX0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0062.See file dsdata.txt to determine how the superseded data were derived.
 GX0062
 GX0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB531817(NAD 83)
 GX0062_MARKER: DD = SURVEY DISK
 GX0062_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX0062_STAMPING: R 197
 GX0062_MARK LOGO: WVGS  
 GX0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0062
 GX0062  HISTORY     - Date     Condition        Report By
 GX0062  HISTORY     - UNK      MONUMENTED       WVGS
 GX0062  HISTORY     - 1958     GOOD             NGS
 GX0062  HISTORY     - 1984     GOOD             NGS
 GX0062  HISTORY     - 20051004 MARK NOT FOUND   TEI
 GX0062
 GX0062                          STATION DESCRIPTION
 GX0062
 GX0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0062'AT CALDWELL.
 GX0062'AT CALDWELL, 0.15 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0062'OFFICE, ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE OVERPASS
 GX0062'OVER THE CHESAPEAKE AND OHIO RAILWAY TRACK AND BENCH MARK 1693
 GX0062'(USGS) AT NORTH CALDWELL, 11 FEET SOUTHWEST OF CENTER LINE OF THE
 GX0062'HIGHWAY, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT TO
 GX0062'THE GREENBRIER RIVER BRIDGE, 0.2 FOOT NORTHEAST OF THE NORTHEAST
 GX0062'EDGE OF THE STEEL STRUCTURE ALONG THE SOUTHWEST SIDE OF THE BRIDGE,
 GX0062'1 FOOT SOUTHEAST OF THE SOUTHEAST END OF THE STEEL STRUCTURE, AND
 GX0062'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  STAMPED BY THIS
 GX0062'PARTY IN 1958.
 GX0062
 GX0062                          STATION RECOVERY (1984)
 GX0062
 GX0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0062'RECOVERED IN GOOD CONDITION.
 GX0062
 GX0062                          STATION RECOVERY (2005)
 GX0062
 GX0062'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2005 (EMM)
 GX0062'BRIDGE WAS REPLACED IN 1994 NO ABUTMENT REMAINS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0756 ***********************************************************************
 GX0756  DESIGNATION -  R 198
 GX0756  PID         -  GX0756
 GX0756  STATE/COUNTY-  WV/FAYETTE
 GX0756  USGS QUAD   -  MEADOW CREEK (1988)
 GX0756
 GX0756                         *CURRENT SURVEY CONTROL
 GX0756  ___________________________________________________________________
 GX0756* NAD 83(1986)-  37 49 54.     (N)    080 59 35.     (W)     SCALED    
 GX0756* NAVD 88     -       380.152  (meters)    1247.22   (feet)  ADJUSTED  
 GX0756  ___________________________________________________________________
 GX0756  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX0756  DYNAMIC HT  -         379.842 (meters)    1246.20  (feet)  COMP
 GX0756  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 GX0756
 GX0756  VERT ORDER  -  FIRST     CLASS II
 GX0756
 GX0756.The horizontal coordinates were scaled from a topographic map and have
 GX0756.an estimated accuracy of +/- 6 seconds.
 GX0756
 GX0756.The orthometric height was determined by differential leveling
 GX0756.and adjusted by the National Geodetic Survey in June 1991..
 GX0756
 GX0756.The geoid height was determined by GEOID03.
 GX0756
 GX0756.The dynamic height is computed by dividing the NAVD 88
 GX0756.geopotential number by the normal gravity value computed on the
 GX0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0756.degrees latitude (g = 980.6199 gals.).
 GX0756
 GX0756.The modeled gravity was interpolated from observed gravity values.
 GX0756
 GX0756;                    North         East    Units  Estimated Accuracy
 GX0756;SPC WV S     -    92,310.      600,610.      MT  (+/- 180 meters Scaled)
 GX0756
 GX0756                          SUPERSEDED SURVEY CONTROL
 GX0756
 GX0756  NGVD 29 (??/??/92)  380.317  (m)         1247.76   (f) ADJ UNCH    1 2
 GX0756
 GX0756.Superseded values are not recommended for survey control.
 GX0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0756.See file dsdata.txt to determine how the superseded data were derived.
 GX0756
 GX0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB006871(NAD 83)
 GX0756_MARKER: DB = BENCH MARK DISK
 GX0756_SETTING: 80 = SET IN A BOULDER
 GX0756_SP_SET: BOULDER
 GX0756_STAMPING: R 198 1958
 GX0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0756+STABILITY: SURFACE MOTION
 GX0756
 GX0756  HISTORY     - Date     Condition        Report By
 GX0756  HISTORY     - 1958     MONUMENTED       CGS
 GX0756
 GX0756                          STATION DESCRIPTION
 GX0756
 GX0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0756'4.4 MI NW FROM MEADOW CREEK.
 GX0756'ABOUT 4.35 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0756'FROM THE STATION AT MEADOW CREEK, ABOUT 4.95 MILES SOUTHEAST ALONG
 GX0756'THE C. AND O. RY. FROM THE STATION AT QUINNIMONT, FAYETTE COUNTY,
 GX0756'0.4 MILE EAST OF THE FLAG STATION AT GLADE, 0.4 MILE EAST OF THE
 GX0756'NORTHEAST ABUTMENT OF DISMANTLED RAILROAD BRIDGE ACROSS NEW RIVER,
 GX0756'217 YARDS EAST OF MILEPOST 374, SET VERTICALLY IN THE SOUTH FACE
 GX0756'OF A 6-FOOT HIGH BY 10-FOOT WIDE BOULDER BURIED IN THE BOTTOM OF
 GX0756'CUT BANK OR HILLSIDE, 2 1/2 FEET ABOVE THE BOTTOM OF DITCH, 11
 GX0756'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK AND AT INSIDE OF
 GX0756'A CURVE, 1 FOOT EAST OF THE CENTER OF BOULDER, 0.1 MILE EAST OF
 GX0756'GLADE SCHOOL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0743 ***********************************************************************
 GX0743  DESIGNATION -  R 199
 GX0743  PID         -  GX0743
 GX0743  STATE/COUNTY-  WV/SUMMERS
 GX0743  USGS QUAD   -  MEADOW CREEK (1988)
 GX0743
 GX0743                         *CURRENT SURVEY CONTROL
 GX0743  ___________________________________________________________________
 GX0743* NAD 83(1986)-  37 46 11.     (N)    080 53 31.     (W)     SCALED    
 GX0743* NAVD 88     -       394.582  (meters)    1294.56   (feet)  ADJUSTED  
 GX0743  ___________________________________________________________________
 GX0743  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0743  DYNAMIC HT  -         394.268 (meters)    1293.53  (feet)  COMP
 GX0743  MODELED GRAV-     979,821.0   (mgal)                       NAVD 88
 GX0743
 GX0743  VERT ORDER  -  FIRST     CLASS II
 GX0743
 GX0743.The horizontal coordinates were scaled from a topographic map and have
 GX0743.an estimated accuracy of +/- 6 seconds.
 GX0743
 GX0743.The orthometric height was determined by differential leveling
 GX0743.and adjusted by the National Geodetic Survey in June 1991..
 GX0743
 GX0743.The geoid height was determined by GEOID03.
 GX0743
 GX0743.The dynamic height is computed by dividing the NAVD 88
 GX0743.geopotential number by the normal gravity value computed on the
 GX0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0743.degrees latitude (g = 980.6199 gals.).
 GX0743
 GX0743.The modeled gravity was interpolated from observed gravity values.
 GX0743
 GX0743;                    North         East    Units  Estimated Accuracy
 GX0743;SPC WV S     -    85,440.      609,520.      MT  (+/- 180 meters Scaled)
 GX0743
 GX0743                          SUPERSEDED SURVEY CONTROL
 GX0743
 GX0743  NGVD 29 (??/??/92)  394.758  (m)         1295.14   (f) ADJ UNCH    1 2
 GX0743
 GX0743.Superseded values are not recommended for survey control.
 GX0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0743.See file dsdata.txt to determine how the superseded data were derived.
 GX0743
 GX0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB095802(NAD 83)
 GX0743_MARKER: DB = BENCH MARK DISK
 GX0743_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0743_SP_SET: ABUTMENT
 GX0743_STAMPING: R 199 1958
 GX0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0743
 GX0743  HISTORY     - Date     Condition        Report By
 GX0743  HISTORY     - 1958     MONUMENTED       CGS
 GX0743  HISTORY     - 1961     GOOD             NGS
 GX0743  HISTORY     - 1980     GOOD             LOCSUR
 GX0743
 GX0743                          STATION DESCRIPTION
 GX0743
 GX0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0743'3.6 MI SE FROM MEADOW CREEK.
 GX0743'ABOUT 3.6 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0743'FROM THE STATION AT MEADOW CREEK, 0.05 MILE SOUTH OF MILEPOST
 GX0743'366, 0.3 MILE SOUTH OF THE STATION AT SANDSTONE, 8 FEET EAST OF
 GX0743'THE EAST RAIL OF THE EAST TRACK, IN TOP OF THE EAST END OF THE
 GX0743'NORTH CONCRETE ABUTMENT OF RAILROAD BRIDGE 3659 ACROSS LAUREL
 GX0743'CREEK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GX0743
 GX0743                          STATION RECOVERY (1961)
 GX0743
 GX0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GX0743'RECOVERED IN GOOD CONDITION.
 GX0743
 GX0743                          STATION RECOVERY (1980)
 GX0743
 GX0743'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1887 ***********************************************************************
 HW1887  DESIGNATION -  R 2 RESET 1942
 HW1887  PID         -  HW1887
 HW1887  STATE/COUNTY-  WV/RANDOLPH
 HW1887  USGS QUAD   -  JUNIOR (1976)
 HW1887
 HW1887                         *CURRENT SURVEY CONTROL
 HW1887  ___________________________________________________________________
 HW1887* NAD 83(1986)-  38 56 20.     (N)    079 57 36.     (W)     SCALED    
 HW1887* NAVD 88     -       568.415  (meters)    1864.87   (feet)  ADJUSTED  
 HW1887  ___________________________________________________________________
 HW1887  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HW1887  DYNAMIC HT  -         568.016 (meters)    1863.57  (feet)  COMP
 HW1887  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
 HW1887
 HW1887  VERT ORDER  -  SECOND    CLASS 0
 HW1887
 HW1887.The horizontal coordinates were scaled from a topographic map and have
 HW1887.an estimated accuracy of +/- 6 seconds.
 HW1887
 HW1887.The orthometric height was determined by differential leveling
 HW1887.and adjusted by the National Geodetic Survey in June 1991..
 HW1887
 HW1887.The geoid height was determined by GEOID03.
 HW1887
 HW1887.The dynamic height is computed by dividing the NAVD 88
 HW1887.geopotential number by the normal gravity value computed on the
 HW1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1887.degrees latitude (g = 980.6199 gals.).
 HW1887
 HW1887.The modeled gravity was interpolated from observed gravity values.
 HW1887
 HW1887;                    North         East    Units  Estimated Accuracy
 HW1887;SPC WV S     -   215,710.      690,170.      MT  (+/- 180 meters Scaled)
 HW1887
 HW1887                          SUPERSEDED SURVEY CONTROL
 HW1887
 HW1887  NGVD 29 (??/??/92)  568.587  (m)         1865.44   (f) ADJ UNCH    2 0
 HW1887
 HW1887.Superseded values are not recommended for survey control.
 HW1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1887.See file dsdata.txt to determine how the superseded data were derived.
 HW1887
 HW1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND901105(NAD 83)
 HW1887_MARKER: DB = BENCH MARK DISK
 HW1887_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HW1887_STAMPING: R 2 RESET 1942
 HW1887_MARK LOGO: CGS   
 HW1887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1887
 HW1887  HISTORY     - Date     Condition        Report By
 HW1887  HISTORY     - 1942     MONUMENTED       CGS
 HW1887  HISTORY     - 1962     GOOD             NGS
 HW1887  HISTORY     - 1983     GOOD             NGS
 HW1887
 HW1887                          STATION DESCRIPTION
 HW1887
 HW1887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1887'0.6 MI NE FROM NORTON.
 HW1887'ABOUT 0.5 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW1887'OFFICE AT NORTON, THENCE ABOUT 0.1 MILE SOUTHEAST ALONG THE
 HW1887'BALTIMORE AND OHIO RAILROAD, THENCE ABOUT 150 YARDS NORTH ALONG
 HW1887'THE WESTERN MARYLAND RAILWAY, SET ON TOP OF THE CENTER OF THE
 HW1887'SECOND PIER WEST OF THE EAST END OF A HIGHWAY BRIDGE OVER THE
 HW1887'TYGART RIVER AND THE RAILROAD TRACKS, 24 FEET WEST OF THE WEST
 HW1887'RAIL, 214 FEET NORTHWEST OF THE NORTH END OF RAILROAD BRIDGE OVER
 HW1887'THE TYGART RIVER, 220 FEET NORTHWEST OF BENCH MARK 1865 USGS, AND
 HW1887'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 HW1887
 HW1887                          STATION RECOVERY (1983)
 HW1887
 HW1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1887'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO IN 1983.  THE MARK WILL
 HW1887'BE DESTROYED THIS FALL, A NEW MARK HAS BEEN SET IN THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3198 ***********************************************************************
 HW3198  DESIGNATION -  R 2 RESET 1982
 HW3198  PID         -  HW3198
 HW3198  STATE/COUNTY-  WV/RANDOLPH
 HW3198  USGS QUAD   -  JUNIOR (1976)
 HW3198
 HW3198                         *CURRENT SURVEY CONTROL
 HW3198  ___________________________________________________________________
 HW3198* NAD 83(1986)-  38 56 21.     (N)    079 57 36.     (W)     SCALED    
 HW3198* NAVD 88     -       580.624  (meters)    1904.93   (feet)  ADJUSTED  
 HW3198  ___________________________________________________________________
 HW3198  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HW3198  DYNAMIC HT  -         580.217 (meters)    1903.60  (feet)  COMP
 HW3198  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 HW3198
 HW3198  VERT ORDER  -  FIRST     CLASS II
 HW3198
 HW3198.The horizontal coordinates were scaled from a topographic map and have
 HW3198.an estimated accuracy of +/- 6 seconds.
 HW3198
 HW3198.The orthometric height was determined by differential leveling
 HW3198.and adjusted by the National Geodetic Survey in June 1991..
 HW3198
 HW3198.The geoid height was determined by GEOID03.
 HW3198
 HW3198.The dynamic height is computed by dividing the NAVD 88
 HW3198.geopotential number by the normal gravity value computed on the
 HW3198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3198.degrees latitude (g = 980.6199 gals.).
 HW3198
 HW3198.The modeled gravity was interpolated from observed gravity values.
 HW3198
 HW3198;                    North         East    Units  Estimated Accuracy
 HW3198;SPC WV S     -   215,740.      690,170.      MT  (+/- 180 meters Scaled)
 HW3198
 HW3198                          SUPERSEDED SURVEY CONTROL
 HW3198
 HW3198  NGVD 29 (09/25/03)  580.81   (m)         1905.5    (f) RESET       3  
 HW3198
 HW3198.Superseded values are not recommended for survey control.
 HW3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3198.See file dsdata.txt to determine how the superseded data were derived.
 HW3198
 HW3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND901105(NAD 83)
 HW3198_MARKER: DB = BENCH MARK DISK
 HW3198_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 HW3198_SP_SET: ABUTMENT
 HW3198_STAMPING: R 2 RESET 1982
 HW3198_MARK LOGO: NGS   
 HW3198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3198+STABILITY: POSITION/ELEVATION WELL
 HW3198
 HW3198  HISTORY     - Date     Condition        Report By
 HW3198  HISTORY     - 1982     MONUMENTED       WVHD
 HW3198  HISTORY     - 1983     GOOD             NGS
 HW3198
 HW3198                          STATION DESCRIPTION
 HW3198
 HW3198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3198'11.7 KM (7.25 MI) WEST FROM ELKINS.
 HW3198'11.6 KM (7.2 MI) WEST ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 HW3198'ELKINS, THENCE 0.1 KM (0.05 MI) WEST ALONG U.S. HIGHWAY 33 TO THE
 HW3198'BRIDGE OVER THE TYGART RIVER AND THE MARK IN TOP OF THE NORTH END OF
 HW3198'THE EAST ABUTMENT OF THE BRIDGE, 6.40 METERS (21.0 FT) NORTH OF THE
 HW3198'CENTERLINE OF THE HIGHWAY, 2.74 METERS (9.0 FT) WEST OF THE EAST EDGE
 HW3198'OF THE ABUTMENT.
 HW3198'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0396 ***********************************************************************
 GX0396  DESIGNATION -  R 200
 GX0396  PID         -  GX0396
 GX0396  STATE/COUNTY-  WV/MONROE
 GX0396  USGS QUAD   -  PETERSTOWN (1984)
 GX0396
 GX0396                         *CURRENT SURVEY CONTROL
 GX0396  ___________________________________________________________________
 GX0396* NAD 83(1986)-  37 28 46.     (N)    080 46 42.     (W)     SCALED    
 GX0396* NAVD 88     -       626.549  (meters)    2055.60   (feet)  ADJUSTED  
 GX0396  ___________________________________________________________________
 GX0396  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0396  DYNAMIC HT  -         626.011 (meters)    2053.84  (feet)  COMP
 GX0396  MODELED GRAV-     979,751.0   (mgal)                       NAVD 88
 GX0396
 GX0396  VERT ORDER  -  FIRST     CLASS II
 GX0396
 GX0396.The horizontal coordinates were scaled from a topographic map and have
 GX0396.an estimated accuracy of +/- 6 seconds.
 GX0396
 GX0396.The orthometric height was determined by differential leveling
 GX0396.and adjusted by the National Geodetic Survey in June 1991..
 GX0396
 GX0396.The geoid height was determined by GEOID03.
 GX0396
 GX0396.The dynamic height is computed by dividing the NAVD 88
 GX0396.geopotential number by the normal gravity value computed on the
 GX0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0396.degrees latitude (g = 980.6199 gals.).
 GX0396
 GX0396.The modeled gravity was interpolated from observed gravity values.
 GX0396
 GX0396;                    North         East    Units  Estimated Accuracy
 GX0396;SPC WV S     -    53,240.      619,610.      MT  (+/- 180 meters Scaled)
 GX0396
 GX0396                          SUPERSEDED SURVEY CONTROL
 GX0396
 GX0396  NGVD 29 (??/??/92)  626.677  (m)         2056.02   (f) ADJ UNCH    1 2
 GX0396
 GX0396.Superseded values are not recommended for survey control.
 GX0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0396.See file dsdata.txt to determine how the superseded data were derived.
 GX0396
 GX0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB195480(NAD 83)
 GX0396_MARKER: DB = BENCH MARK DISK
 GX0396_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX0396_STAMPING: R 200 1958
 GX0396_MARK LOGO: CGS   
 GX0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0396+STABILITY: SURFACE MOTION
 GX0396
 GX0396  HISTORY     - Date     Condition        Report By
 GX0396  HISTORY     - 1958     MONUMENTED       CGS
 GX0396  HISTORY     - 1984     GOOD             NGS
 GX0396
 GX0396                          STATION DESCRIPTION
 GX0396
 GX0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0396'0.2 MI NE FROM BALLARD.
 GX0396'0.25 MILE NORTHEAST ALONG STATE HIGHWAY 12 FROM THE ELEMENTARY
 GX0396'SCHOOL AT BALLARD, 135 YARDS NORTHEAST AND DOWNHILL FROM A
 GX0396'TWO-STORY CONCRETE BLOCK BUILDING NORTHWEST OF THE HIGHWAY AND A
 GX0396'SAWMILL SOUTHEAST OF THE HIGHWAY, 103 YARDS SOUTHWEST AND UPHILL
 GX0396'FROM THE SOUTHWEST END OF A SHARP CURVE, 15 1/2 FEET NORTHWEST OF
 GX0396'CENTER LINE OF HIGHWAY AND AT OUTSIDE OF A CURVE, IN TOP OF THE
 GX0396'SOUTHWEST END OF THE RIGHT ANGLE SHAPED NORTHWEST CONCRETE HEAD
 GX0396'WALL OF A 15-INCH PIPE CULVERT UNDER THE HIGHWAY, AND ABOUT 1/2
 GX0396'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 GX0396
 GX0396                          STATION RECOVERY (1984)
 GX0396
 GX0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0698 ***********************************************************************
 GX0698  DESIGNATION -  R 201
 GX0698  PID         -  GX0698
 GX0698  STATE/COUNTY-  WV/SUMMERS
 GX0698  USGS QUAD   -  ALDERSON (1976)
 GX0698
 GX0698                         *CURRENT SURVEY CONTROL
 GX0698  ___________________________________________________________________
 GX0698* NAD 83(1986)-  37 40 42.     (N)    080 43 04.     (W)     SCALED    
 GX0698* NAVD 88     -       465.648  (meters)    1527.71   (feet)  ADJUSTED  
 GX0698  ___________________________________________________________________
 GX0698  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX0698  DYNAMIC HT  -         465.259 (meters)    1526.44  (feet)  COMP
 GX0698  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 GX0698
 GX0698  VERT ORDER  -  FIRST     CLASS II
 GX0698
 GX0698.The horizontal coordinates were scaled from a topographic map and have
 GX0698.an estimated accuracy of +/- 6 seconds.
 GX0698
 GX0698.The orthometric height was determined by differential leveling
 GX0698.and adjusted by the National Geodetic Survey in June 1991..
 GX0698
 GX0698.The geoid height was determined by GEOID03.
 GX0698
 GX0698.The dynamic height is computed by dividing the NAVD 88
 GX0698.geopotential number by the normal gravity value computed on the
 GX0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0698.degrees latitude (g = 980.6199 gals.).
 GX0698
 GX0698.The modeled gravity was interpolated from observed gravity values.
 GX0698
 GX0698;                    North         East    Units  Estimated Accuracy
 GX0698;SPC WV S     -    75,330.      624,900.      MT  (+/- 180 meters Scaled)
 GX0698
 GX0698                          SUPERSEDED SURVEY CONTROL
 GX0698
 GX0698  NGVD 29 (??/??/92)  465.808  (m)         1528.24   (f) ADJ UNCH    1 2
 GX0698
 GX0698.Superseded values are not recommended for survey control.
 GX0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0698.See file dsdata.txt to determine how the superseded data were derived.
 GX0698
 GX0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB248701(NAD 83)
 GX0698_MARKER: DB = BENCH MARK DISK
 GX0698_SETTING: 66 = SET IN ROCK OUTCROP
 GX0698_SP_SET: ROCK CUT
 GX0698_STAMPING: R 201 1958
 GX0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0698+STABILITY: POSITION/ELEVATION WELL
 GX0698
 GX0698  HISTORY     - Date     Condition        Report By
 GX0698  HISTORY     - 1958     MONUMENTED       CGS
 GX0698  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0698
 GX0698                          STATION DESCRIPTION
 GX0698
 GX0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0698'0.4 MI E FROM PENCE SPRINGS.
 GX0698'ABOUT 0.4 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0698'THE CROSSING OF A BLACK TOP ROAD AT PENCE SPRINGS, 64 YARDS EAST
 GX0698'OF MILEPOST 343, 26 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 GX0698'TRACK, SET VERTICALLY IN THE NORTH FACE OF 15-FOOT HIGH LAYER OF
 GX0698'DARK ROCK IN 50-FOOT HIGH CUT, 2 1/2 FEET ABOVE THE GROUND, 59 1/2
 GX0698'FEET SOUTHWEST OF THE SECOND TELEPHONE POLE EAST OF THE MILEPOST,
 GX0698'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 GX0698
 GX0698                          STATION RECOVERY (1984)
 GX0698
 GX0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0698'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0698'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0047 ***********************************************************************
 GX0047  DESIGNATION -  R 202
 GX0047  PID         -  GX0047
 GX0047  STATE/COUNTY-  WV/GREENBRIER
 GX0047  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0047
 GX0047                         *CURRENT SURVEY CONTROL
 GX0047  ___________________________________________________________________
 GX0047* NAD 83(1986)-  37 47 23.     (N)    080 17 33.     (W)     SCALED    
 GX0047* NAVD 88     -       593.174  (meters)    1946.11   (feet)  ADJUSTED  
 GX0047  ___________________________________________________________________
 GX0047  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GX0047  DYNAMIC HT  -         592.676 (meters)    1944.47  (feet)  COMP
 GX0047  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 GX0047
 GX0047  VERT ORDER  -  FIRST     CLASS II
 GX0047
 GX0047.The horizontal coordinates were scaled from a topographic map and have
 GX0047.an estimated accuracy of +/- 6 seconds.
 GX0047
 GX0047.The orthometric height was determined by differential leveling
 GX0047.and adjusted by the National Geodetic Survey in June 1991..
 GX0047
 GX0047.The geoid height was determined by GEOID03.
 GX0047
 GX0047.The dynamic height is computed by dividing the NAVD 88
 GX0047.geopotential number by the normal gravity value computed on the
 GX0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0047.degrees latitude (g = 980.6199 gals.).
 GX0047
 GX0047.The modeled gravity was interpolated from observed gravity values.
 GX0047
 GX0047;                    North         East    Units  Estimated Accuracy
 GX0047;SPC WV S     -    87,890.      662,320.      MT  (+/- 180 meters Scaled)
 GX0047
 GX0047                          SUPERSEDED SURVEY CONTROL
 GX0047
 GX0047  NGVD 29 (??/??/92)  593.322  (m)         1946.59   (f) ADJ UNCH    1 2
 GX0047
 GX0047.Superseded values are not recommended for survey control.
 GX0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0047.See file dsdata.txt to determine how the superseded data were derived.
 GX0047
 GX0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB622827(NAD 83)
 GX0047_MARKER: DB = BENCH MARK DISK
 GX0047_SETTING: 39 = SET IN A TUNNEL
 GX0047_STAMPING: R 202 1958
 GX0047_MARK LOGO: CGS   
 GX0047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0047+STABILITY: POSITION/ELEVATION WELL
 GX0047
 GX0047  HISTORY     - Date     Condition        Report By
 GX0047  HISTORY     - 1958     MONUMENTED       CGS
 GX0047  HISTORY     - 1984     GOOD             NGS
 GX0047
 GX0047                          STATION DESCRIPTION
 GX0047
 GX0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0047'0.7 MI SE FROM W SULPHUR SPRINGS.
 GX0047'ABOUT 0.7 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0047'THE STATION AT WHITE SULPHUR SPRINGS, 0.1 MILE WEST OF MILEPOST
 GX0047'311, 7 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, SET VERTICALLY
 GX0047'IN THE WEST FACE OF THE EAST WALL AT THE SOUTH END OF WHITE
 GX0047'SULPHUR TUNNEL, 1 1/2 FEET NORTH OF THE SOUTH END OF THE TUNNEL,
 GX0047'3 1/2 FEET ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 GX0047'THE TRACK.
 GX0047
 GX0047                          STATION RECOVERY (1984)
 GX0047
 GX0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1891 ***********************************************************************
 HX1891  DESIGNATION -  R 203
 HX1891  PID         -  HX1891
 HX1891  STATE/COUNTY-  WV/KANAWHA
 HX1891  USGS QUAD   -  MONTGOMERY (1976)
 HX1891
 HX1891                         *CURRENT SURVEY CONTROL
 HX1891  ___________________________________________________________________
 HX1891* NAD 83(1986)-  38 11 02.     (N)    081 18 58.     (W)     SCALED    
 HX1891* NAVD 88     -       194.976  (meters)     639.68   (feet)  ADJUSTED  
 HX1891  ___________________________________________________________________
 HX1891  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HX1891  DYNAMIC HT  -         194.837 (meters)     639.23  (feet)  COMP
 HX1891  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 HX1891
 HX1891  VERT ORDER  -  FIRST     CLASS II
 HX1891
 HX1891.The horizontal coordinates were scaled from a topographic map and have
 HX1891.an estimated accuracy of +/- 6 seconds.
 HX1891
 HX1891.The orthometric height was determined by differential leveling
 HX1891.and adjusted by the National Geodetic Survey in June 1991..
 HX1891
 HX1891.The geoid height was determined by GEOID03.
 HX1891
 HX1891.The dynamic height is computed by dividing the NAVD 88
 HX1891.geopotential number by the normal gravity value computed on the
 HX1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1891.degrees latitude (g = 980.6199 gals.).
 HX1891
 HX1891.The modeled gravity was interpolated from observed gravity values.
 HX1891
 HX1891;                    North         East    Units  Estimated Accuracy
 HX1891;SPC WV S     -   131,450.      572,310.      MT  (+/- 180 meters Scaled)
 HX1891
 HX1891                          SUPERSEDED SURVEY CONTROL
 HX1891
 HX1891  NGVD 29 (??/??/92)  195.165  (m)          640.30   (f) ADJ UNCH    1 2
 HX1891
 HX1891.Superseded values are not recommended for survey control.
 HX1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1891.See file dsdata.txt to determine how the superseded data were derived.
 HX1891
 HX1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC723262(NAD 83)
 HX1891_MARKER: DB = BENCH MARK DISK
 HX1891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1891_SP_SET: PIER
 HX1891_STAMPING: R 203 1959
 HX1891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1891
 HX1891  HISTORY     - Date     Condition        Report By
 HX1891  HISTORY     - 1959     MONUMENTED       CGS
 HX1891
 HX1891                          STATION DESCRIPTION
 HX1891
 HX1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1891'0.6 MI W FROM SMITHERS.
 HX1891'ABOUT 0.6 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX1891'THE STATION AT SMITHERS, AT MILEPOLE 152-18, 30 FEET SOUTH OF
 HX1891'THE SOUTH RAIL, SET VERTICALLY IN THE NORTH FACE OF THE FIRST
 HX1891'PIER SOUTH OF THE TRACK AND UNDER THE MONTGOMERY BRIDGE OVER
 HX1891'THE TRACK AND THE KANAWHA RIVER, 6 FEET WEST OF THE EAST END OF
 HX1891'THE PIER, 2 1/2 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 HX1891'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1896 ***********************************************************************
 HX1896  DESIGNATION -  R 204
 HX1896  PID         -  HX1896
 HX1896  STATE/COUNTY-  WV/KANAWHA
 HX1896  USGS QUAD   -  MONTGOMERY (1976)
 HX1896
 HX1896                         *CURRENT SURVEY CONTROL
 HX1896  ___________________________________________________________________
 HX1896* NAD 83(1986)-  38 11 32.     (N)    081 21 54.     (W)     SCALED    
 HX1896* NAVD 88     -       194.833  (meters)     639.21   (feet)  ADJUSTED  
 HX1896  ___________________________________________________________________
 HX1896  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HX1896  DYNAMIC HT  -         194.696 (meters)     638.77  (feet)  COMP
 HX1896  MODELED GRAV-     979,920.1   (mgal)                       NAVD 88
 HX1896
 HX1896  VERT ORDER  -  FIRST     CLASS II
 HX1896
 HX1896.The horizontal coordinates were scaled from a topographic map and have
 HX1896.an estimated accuracy of +/- 6 seconds.
 HX1896
 HX1896.The orthometric height was determined by differential leveling
 HX1896.and adjusted by the National Geodetic Survey in June 1991..
 HX1896
 HX1896.The geoid height was determined by GEOID03.
 HX1896
 HX1896.The dynamic height is computed by dividing the NAVD 88
 HX1896.geopotential number by the normal gravity value computed on the
 HX1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1896.degrees latitude (g = 980.6199 gals.).
 HX1896
 HX1896.The modeled gravity was interpolated from observed gravity values.
 HX1896
 HX1896;                    North         East    Units  Estimated Accuracy
 HX1896;SPC WV S     -   132,390.      568,030.      MT  (+/- 180 meters Scaled)
 HX1896
 HX1896                          SUPERSEDED SURVEY CONTROL
 HX1896
 HX1896  NGVD 29 (??/??/92)  195.024  (m)          639.84   (f) ADJ UNCH    1 2
 HX1896
 HX1896.Superseded values are not recommended for survey control.
 HX1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1896.See file dsdata.txt to determine how the superseded data were derived.
 HX1896
 HX1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC680272(NAD 83)
 HX1896_MARKER: DB = BENCH MARK DISK
 HX1896_SETTING: 66 = SET IN ROCK OUTCROP
 HX1896_SP_SET: ROCK CUT
 HX1896_STAMPING: R 204 1959
 HX1896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1896+STABILITY: POSITION/ELEVATION WELL
 HX1896
 HX1896  HISTORY     - Date     Condition        Report By
 HX1896  HISTORY     - 1959     MONUMENTED       CGS
 HX1896
 HX1896                          STATION DESCRIPTION
 HX1896
 HX1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1896'3.5 MI W FROM SMITHERS.
 HX1896'ABOUT 3.5 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX1896'THE STATION AT SMITHERS, 0.4 MILE WEST OF MILEPOST 150, 0.2
 HX1896'MILE SOUTHEAST OF THE NORTHEAST END OF THE DAM AT THE LONDON
 HX1896'LOCK AND DAM (LOCK NO. 3, KANAWHA RIVER), ON THE INSIDE OF A
 HX1896'LONG CURVE WITH TANGENTS EXTENDING EAST AND NORTHWEST, 60 FEET
 HX1896'NORTHEAST OF AND ACROSS U.S. HIGHWAY 21 AND 60 FROM THE NORTHEAST
 HX1896'RAIL, SET VERTICALLY IN THE SOUTHWEST FACE OF A LARGE ROCK CUT,
 HX1896'22 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2
 HX1896'FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2050 ***********************************************************************
 HX2050  DESIGNATION -  R 205
 HX2050  PID         -  HX2050
 HX2050  STATE/COUNTY-  WV/KANAWHA
 HX2050  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2050
 HX2050                         *CURRENT SURVEY CONTROL
 HX2050  ___________________________________________________________________
 HX2050* NAD 83(1986)-  38 18 03.     (N)    081 33 21.     (W)     SCALED    
 HX2050* NAVD 88     -       185.597  (meters)     608.91   (feet)  ADJUSTED  
 HX2050  ___________________________________________________________________
 HX2050  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HX2050  DYNAMIC HT  -         185.467 (meters)     608.49  (feet)  COMP
 HX2050  MODELED GRAV-     979,923.9   (mgal)                       NAVD 88
 HX2050
 HX2050  VERT ORDER  -  FIRST     CLASS II
 HX2050
 HX2050.The horizontal coordinates were scaled from a topographic map and have
 HX2050.an estimated accuracy of +/- 6 seconds.
 HX2050
 HX2050.The orthometric height was determined by differential leveling
 HX2050.and adjusted by the National Geodetic Survey in June 1991..
 HX2050
 HX2050.The geoid height was determined by GEOID03.
 HX2050
 HX2050.The dynamic height is computed by dividing the NAVD 88
 HX2050.geopotential number by the normal gravity value computed on the
 HX2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2050.degrees latitude (g = 980.6199 gals.).
 HX2050
 HX2050.The modeled gravity was interpolated from observed gravity values.
 HX2050
 HX2050;                    North         East    Units  Estimated Accuracy
 HX2050;SPC WV S     -   144,520.      551,380.      MT  (+/- 180 meters Scaled)
 HX2050
 HX2050                          SUPERSEDED SURVEY CONTROL
 HX2050
 HX2050  NGVD 29 (??/??/92)  185.793  (m)          609.56   (f) ADJ UNCH    1 2
 HX2050
 HX2050.Superseded values are not recommended for survey control.
 HX2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2050.See file dsdata.txt to determine how the superseded data were derived.
 HX2050
 HX2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC513393(NAD 83)
 HX2050_MARKER: DB = BENCH MARK DISK
 HX2050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2050_SP_SET: ABUTMENT
 HX2050_STAMPING: R 205 1959
 HX2050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2050+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 HX2050
 HX2050  HISTORY     - Date     Condition        Report By
 HX2050  HISTORY     - 1959     MONUMENTED       CGS
 HX2050  HISTORY     - 20041214 GOOD             INDIV
 HX2050  HISTORY     - 20050504 GOOD             TEI
 HX2050
 HX2050                          STATION DESCRIPTION
 HX2050
 HX2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX2050'4.1 MI NW FROM BELLE.
 HX2050'ABOUT 4.1 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2050'FROM THE STATION AT BELLE, 0.3 MILE NORTH OF MILEPOST 132, AT
 HX2050'MALDEN, 10 1/2 FEET EAST OF THE EAST RAIL, IN TOP OF THE EAST
 HX2050'END OF THE SOUTH ABUTMENT TO THE RAILROAD BRIDGE OVER A PAVED
 HX2050'ROAD LEADING SOUTHEAST ALONG GEORGES CREEK, 2 FEET EAST OF THE
 HX2050'EAST FACE OF THE GUARD-RAIL ALONG THE EAST SIDE OF BRIDGE, 12 FEET
 HX2050'WEST OF THE EAST END OF THE ABUTMENT, AND ABOUT 2 FEET BELOW THE
 HX2050'LEVEL OF THE TRACK.
 HX2050
 HX2050                          STATION RECOVERY (2004)
 HX2050
 HX2050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX2050'RECOVERED IN GOOD CONDITION.
 HX2050
 HX2050                          STATION RECOVERY (2005)
 HX2050
 HX2050'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2005 (JTS)
 HX2050'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0783 ***********************************************************************
 GX0783  DESIGNATION -  R 206
 GX0783  PID         -  GX0783
 GX0783  STATE/COUNTY-  WV/FAYETTE
 GX0783  USGS QUAD   -  DANESE (1987)
 GX0783
 GX0783                         *CURRENT SURVEY CONTROL
 GX0783  ___________________________________________________________________
 GX0783* NAD 83(1986)-  37 58 03.     (N)    080 55 28.     (W)     SCALED    
 GX0783* NAVD 88     -       808.285  (meters)    2651.85   (feet)  ADJUSTED  
 GX0783  ___________________________________________________________________
 GX0783  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX0783  DYNAMIC HT  -         807.614 (meters)    2649.65  (feet)  COMP
 GX0783  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 GX0783
 GX0783  VERT ORDER  -  SECOND    CLASS 0
 GX0783
 GX0783.The horizontal coordinates were scaled from a topographic map and have
 GX0783.an estimated accuracy of +/- 6 seconds.
 GX0783
 GX0783.The orthometric height was determined by differential leveling
 GX0783.and adjusted by the National Geodetic Survey in June 1991..
 GX0783
 GX0783.The geoid height was determined by GEOID03.
 GX0783
 GX0783.The dynamic height is computed by dividing the NAVD 88
 GX0783.geopotential number by the normal gravity value computed on the
 GX0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0783.degrees latitude (g = 980.6199 gals.).
 GX0783
 GX0783.The modeled gravity was interpolated from observed gravity values.
 GX0783
 GX0783;                    North         East    Units  Estimated Accuracy
 GX0783;SPC WV S     -   107,380.      606,640.      MT  (+/- 180 meters Scaled)
 GX0783
 GX0783                          SUPERSEDED SURVEY CONTROL
 GX0783
 GX0783  NGVD 29 (??/??/92)  808.431  (m)         2652.33   (f) ADJ UNCH    2 0
 GX0783
 GX0783.Superseded values are not recommended for survey control.
 GX0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0783.See file dsdata.txt to determine how the superseded data were derived.
 GX0783
 GX0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC066022(NAD 83)
 GX0783_MARKER: DB = BENCH MARK DISK
 GX0783_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0783_SP_SET: UNSPECIFIED ROCK
 GX0783_STAMPING: R 206 1961
 GX0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0783
 GX0783  HISTORY     - Date     Condition        Report By
 GX0783  HISTORY     - 1961     MONUMENTED       CGS
 GX0783
 GX0783                          STATION DESCRIPTION
 GX0783
 GX0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0783'1.3 MI S FROM LANDISBURG.
 GX0783'ABOUT 1.3 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0783'AT LANDISBURG, 0.6 MILE NORTH OF THE JUNCTION OF COUNTY ROAD NO.
 GX0783'7, 0.45 MILE SOUTH OF A SMALL CEMETERY ON THE NORTHEAST SIDE OF
 GX0783'THE HIGHWAY, AT THE INSIDE OF A SHARP CURVE, 28 YARDS SOUTHWEST
 GX0783'OF THE CENTER LINE OF A DRIVEWAY LEADING TO A ONE STORY CONCRETE
 GX0783'BLOCK HOUSE, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK THAT
 GX0783'IS 8 FEET LONG AND 2 1/2 FEET HIGH, 21 FEET NORTHEAST OF THE
 GX0783'CENTER LINE OF THE HIGHWAY, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY
 GX0783'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0790 ***********************************************************************
 GX0790  DESIGNATION -  R 207
 GX0790  PID         -  GX0790
 GX0790  STATE/COUNTY-  WV/FAYETTE
 GX0790  USGS QUAD   -  DANESE (1987)
 GX0790
 GX0790                         *CURRENT SURVEY CONTROL
 GX0790  ___________________________________________________________________
 GX0790* NAD 83(1986)-  37 55 01.     (N)    080 53 03.     (W)     SCALED    
 GX0790* NAVD 88     -       866.261  (meters)    2842.06   (feet)  ADJUSTED  
 GX0790  ___________________________________________________________________
 GX0790  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX0790  DYNAMIC HT  -         865.535 (meters)    2839.68  (feet)  COMP
 GX0790  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 GX0790
 GX0790  VERT ORDER  -  SECOND    CLASS 0
 GX0790
 GX0790.The horizontal coordinates were scaled from a topographic map and have
 GX0790.an estimated accuracy of +/- 6 seconds.
 GX0790
 GX0790.The orthometric height was determined by differential leveling
 GX0790.and adjusted by the National Geodetic Survey in June 1991..
 GX0790
 GX0790.The geoid height was determined by GEOID03.
 GX0790
 GX0790.The dynamic height is computed by dividing the NAVD 88
 GX0790.geopotential number by the normal gravity value computed on the
 GX0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0790.degrees latitude (g = 980.6199 gals.).
 GX0790
 GX0790.The modeled gravity was interpolated from observed gravity values.
 GX0790
 GX0790;                    North         East    Units  Estimated Accuracy
 GX0790;SPC WV S     -   101,780.      610,190.      MT  (+/- 180 meters Scaled)
 GX0790
 GX0790                          SUPERSEDED SURVEY CONTROL
 GX0790
 GX0790  NGVD 29 (??/??/92)  866.407  (m)         2842.54   (f) ADJ UNCH    2 0
 GX0790
 GX0790.Superseded values are not recommended for survey control.
 GX0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0790.See file dsdata.txt to determine how the superseded data were derived.
 GX0790
 GX0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB101966(NAD 83)
 GX0790_MARKER: DB = BENCH MARK DISK
 GX0790_SETTING: 66 = SET IN ROCK OUTCROP
 GX0790_SP_SET: ROCK OUTCROP
 GX0790_STAMPING: R 207 1961
 GX0790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0790+STABILITY: POSITION/ELEVATION WELL
 GX0790
 GX0790  HISTORY     - Date     Condition        Report By
 GX0790  HISTORY     - 1961     MONUMENTED       CGS
 GX0790
 GX0790                          STATION DESCRIPTION
 GX0790
 GX0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0790'1.7 MI SE FROM DANESE.
 GX0790'ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0790'AT DANESE, THENCE 1.6 MILES SOUTHEAST ALONG A BLACK TOP ROAD
 GX0790'LEADING TO MEADOW BRIDGE, AT THE OUTSIDE OF A LONG CURVE, SET ON
 GX0790'THE TOP OF A LARGE FLAT OUTCROP THAT IS 12 FEET LONG AND 6 FEET
 GX0790'WIDE AND IS THE CENTER LINE OF AN ABANDONED ROAD BED, 36 FEET
 GX0790'SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTHEAST OF
 GX0790'TELEPHONE POLE NO. 18-123, 0.35 MILE WEST OF THE JUNCTION OF
 GX0790'LOOPS ROAD, AND ABOUT LEVEL WITH THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0814 ***********************************************************************
 GX0814  DESIGNATION -  R 208
 GX0814  PID         -  GX0814
 GX0814  STATE/COUNTY-  WV/SUMMERS
 GX0814  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0814
 GX0814                         *CURRENT SURVEY CONTROL
 GX0814  ___________________________________________________________________
 GX0814* NAD 83(1986)-  37 50 33.     (N)    080 49 41.     (W)     SCALED    
 GX0814* NAVD 88     -       750.517  (meters)    2462.32   (feet)  ADJUSTED  
 GX0814  ___________________________________________________________________
 GX0814  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX0814  DYNAMIC HT  -         749.901 (meters)    2460.30  (feet)  COMP
 GX0814  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 GX0814
 GX0814  VERT ORDER  -  SECOND    CLASS 0
 GX0814
 GX0814.The horizontal coordinates were scaled from a topographic map and have
 GX0814.an estimated accuracy of +/- 6 seconds.
 GX0814
 GX0814.The orthometric height was determined by differential leveling
 GX0814.and adjusted by the National Geodetic Survey in June 1991..
 GX0814
 GX0814.The geoid height was determined by GEOID03.
 GX0814
 GX0814.The dynamic height is computed by dividing the NAVD 88
 GX0814.geopotential number by the normal gravity value computed on the
 GX0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0814.degrees latitude (g = 980.6199 gals.).
 GX0814
 GX0814.The modeled gravity was interpolated from observed gravity values.
 GX0814
 GX0814;                    North         East    Units  Estimated Accuracy
 GX0814;SPC WV S     -    93,520.      615,130.      MT  (+/- 180 meters Scaled)
 GX0814
 GX0814                          SUPERSEDED SURVEY CONTROL
 GX0814
 GX0814  NGVD 29 (??/??/92)  750.678  (m)         2462.85   (f) ADJ UNCH    2 0
 GX0814
 GX0814.Superseded values are not recommended for survey control.
 GX0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0814.See file dsdata.txt to determine how the superseded data were derived.
 GX0814
 GX0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB151883(NAD 83)
 GX0814_MARKER: DB = BENCH MARK DISK
 GX0814_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0814_SP_SET: UNSPECIFIED ROCK
 GX0814_STAMPING: R 208 1961
 GX0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0814
 GX0814  HISTORY     - Date     Condition        Report By
 GX0814  HISTORY     - 1961     MONUMENTED       CGS
 GX0814  HISTORY     - 1980     GOOD
 GX0814
 GX0814                          STATION DESCRIPTION
 GX0814
 GX0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0814'2.2 MI SE FROM MEADOW BRIDGE.
 GX0814'ABOUT 2.25 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0814'CHESAPEAKE AND OHIO RAILWAY STATION AT MEADOW BRIDGE, ABOUT 100
 GX0814'YARDS EAST OF THE SUMMIT OF A GRADE, NEAR THE LANE METHODIST
 GX0814'CHURCH, SET ON TOP OF THE SOUTH CORNER OF A 15 FEET LONG ROCK THAT
 GX0814'IS 2 1/2 FEET HIGH, 34 FEET WEST OF THE WEST CORNER OF THE
 GX0814'CHURCH, 28 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GX0814'1 1/2 FEET NORTH OF THE SOUTH END OF THE ROCK AND ABOUT 10 FEET
 GX0814'ABOVE THE LEVEL OF THE HIGHWAY.
 GX0814
 GX0814                          STATION RECOVERY (1980)
 GX0814
 GX0814'RECOVERED 1980
 GX0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0970 ***********************************************************************
 GX0970  DESIGNATION -  R 209
 GX0970  PID         -  GX0970
 GX0970  STATE/COUNTY-  WV/FAYETTE
 GX0970  USGS QUAD   -  RAINELLE (1976)
 GX0970
 GX0970                         *CURRENT SURVEY CONTROL
 GX0970  ___________________________________________________________________
 GX0970* NAD 83(1986)-  37 57 49.     (N)    080 51 24.     (W)     SCALED    
 GX0970* NAVD 88     -       947.952  (meters)    3110.07   (feet)  ADJUSTED  
 GX0970  ___________________________________________________________________
 GX0970  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX0970  DYNAMIC HT  -         947.160 (meters)    3107.47  (feet)  COMP
 GX0970  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 GX0970
 GX0970  VERT ORDER  -  SECOND    CLASS 0
 GX0970
 GX0970.The horizontal coordinates were scaled from a topographic map and have
 GX0970.an estimated accuracy of +/- 6 seconds.
 GX0970
 GX0970.The orthometric height was determined by differential leveling
 GX0970.and adjusted by the National Geodetic Survey in June 1991..
 GX0970
 GX0970.The geoid height was determined by GEOID03.
 GX0970
 GX0970.The dynamic height is computed by dividing the NAVD 88
 GX0970.geopotential number by the normal gravity value computed on the
 GX0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0970.degrees latitude (g = 980.6199 gals.).
 GX0970
 GX0970.The modeled gravity was interpolated from observed gravity values.
 GX0970
 GX0970;                    North         East    Units  Estimated Accuracy
 GX0970;SPC WV S     -   106,960.      612,600.      MT  (+/- 180 meters Scaled)
 GX0970
 GX0970                          SUPERSEDED SURVEY CONTROL
 GX0970
 GX0970  NGVD 29 (??/??/92)  948.098  (m)         3110.55   (f) ADJ UNCH    2 0
 GX0970
 GX0970.Superseded values are not recommended for survey control.
 GX0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0970.See file dsdata.txt to determine how the superseded data were derived.
 GX0970
 GX0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC125017(NAD 83)
 GX0970_MARKER: DB = BENCH MARK DISK
 GX0970_SETTING: 66 = SET IN ROCK OUTCROP
 GX0970_SP_SET: ROCK
 GX0970_STAMPING: R 209 1961
 GX0970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0970+STABILITY: POSITION/ELEVATION WELL
 GX0970
 GX0970  HISTORY     - Date     Condition        Report By
 GX0970  HISTORY     - 1961     MONUMENTED       CGS
 GX0970
 GX0970                          STATION DESCRIPTION
 GX0970
 GX0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0970'6.3 MI SE FROM LANDISBURG.
 GX0970'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0970'AT LANDISBURG, THENCE 4.4 MILES EAST ALONG A GRADED ROAD AND A
 GX0970'NARROW CROOKED ROUGH MOUNTAIN ROAD, ABOUT 0.1 MILE SOUTH OF AN
 GX0970'OLD HOMESTEAD (ABANDONED RESIDENCE AND SEVERAL OLD BARNS), NEAR
 GX0970'THE SOUTHEAST CORNER OF A LARGE CLEARING ON TOP OF RIDGE, SET ON
 GX0970'THE TOP OF A FLAT ROCK THAT IS 4 FOOT SQUARE, 11 FEET SOUTHWEST OF
 GX0970'THE CENTER LINE OF THE ROAD, 27 FEET SOUTHEAST OF A 20 INCH BLACK
 GX0970'WALNUT TREE, 1 FOOT WEST OF THE EAST EDGE OF THE ROCK AND 2 FEET
 GX0970'ABOVE THE LEVEL OF THE ROAD.  NOTE-- MARK MAY BE REACHED FROM THE
 GX0970'JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 20 AT RAINELLE
 GX0970'(GREENBRIER COUNTY) BY GOING 4.55 MILES WEST ALONG U.S. HIGHWAY
 GX0970'60, THENCE 1.8 MILES SOUTH ALONG GLADE CREEK ROAD (COUNTY ROAD NO.
 GX0970'16), THENCE 0.7 MILE WEST ALONG A NARROW ROUGH MOUNTAIN ROAD TO
 GX0970'CLEARING AND BENCH MARK ON LEFT OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1067 ***********************************************************************
 KY1067  DESIGNATION -  R 21
 KY1067  PID         -  KY1067
 KY1067  STATE/COUNTY-  WV/HANCOCK
 KY1067  USGS QUAD   -  WELLSVILLE (1994)
 KY1067
 KY1067                         *CURRENT SURVEY CONTROL
 KY1067  ___________________________________________________________________
 KY1067* NAD 83(1986)-  40 32 43.     (N)    080 37 59.     (W)     SCALED    
 KY1067* NAVD 88     -       204.996  (meters)     672.56   (feet)  ADJUSTED  
 KY1067  ___________________________________________________________________
 KY1067  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KY1067  DYNAMIC HT  -         204.889 (meters)     672.21  (feet)  COMP
 KY1067  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 KY1067
 KY1067  VERT ORDER  -  FIRST     CLASS II
 KY1067
 KY1067.The horizontal coordinates were scaled from a topographic map and have
 KY1067.an estimated accuracy of +/- 6 seconds.
 KY1067
 KY1067.The orthometric height was determined by differential leveling
 KY1067.and adjusted by the National Geodetic Survey in June 1991..
 KY1067
 KY1067.The geoid height was determined by GEOID03.
 KY1067
 KY1067.The dynamic height is computed by dividing the NAVD 88
 KY1067.geopotential number by the normal gravity value computed on the
 KY1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1067.degrees latitude (g = 980.6199 gals.).
 KY1067
 KY1067.The modeled gravity was interpolated from observed gravity values.
 KY1067
 KY1067;                    North         East    Units  Estimated Accuracy
 KY1067;SPC WV N     -   227,680.      504,010.      MT  (+/- 180 meters Scaled)
 KY1067
 KY1067                          SUPERSEDED SURVEY CONTROL
 KY1067
 KY1067  NGVD 29 (??/??/92)  205.147  (m)          673.05   (f) ADJ UNCH    1 2
 KY1067
 KY1067.Superseded values are not recommended for survey control.
 KY1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1067.See file dsdata.txt to determine how the superseded data were derived.
 KY1067
 KY1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE310883(NAD 83)
 KY1067_MARKER: DB = BENCH MARK DISK
 KY1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1067_STAMPING: R 21 1935
 KY1067_MARK LOGO: CGS   
 KY1067_PROJECTION: RECESSED 6 CENTIMETERS
 KY1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1067+STABILITY: SURFACE MOTION
 KY1067
 KY1067  HISTORY     - Date     Condition        Report By
 KY1067  HISTORY     - 1935     MONUMENTED       CGS
 KY1067  HISTORY     - 1983     GOOD             NGS
 KY1067
 KY1067                          STATION DESCRIPTION
 KY1067
 KY1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY1067'3.5 MI NW FROM NEW CUMBERLAND.
 KY1067'3.5 MI. NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1067'STATION AT NEW CUMBERLAND, HANCOCK COUNTY, 27 FEET EAST OF THE
 KY1067'EAST RAIL OF THE SIDING AT MOSCOW, 4 FEET NORTH OF POLE 11+16,
 KY1067'AND 45 FEET WEST OF A FRAME HOUSE.  A STANDARD DISK, STAMPED R 21
 KY1067'1935 AND SET IN THE TOP OF A CONCRETE POST.
 KY1067
 KY1067                          STATION RECOVERY (1983)
 KY1067
 KY1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY1067'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MOSCOW, ON
 KY1067'THE SOUTH SIDE OF A DEAD-END ROAD (MOSCOW ROAD), THE ONLY ROAD LEADING
 KY1067'EAST FROM STATE HIGHWAY 2 INTO MOSCOW, 8.53 METERS (28.0 FT) EAST OF
 KY1067'THE EAST RAIL OF THE CONRAIL TRACKS, 7.01 METERS (23.0 FT) SOUTHWEST
 KY1067'OF A UTILITY POLE WITH ELECTRIC METER BOXES FOR TRAILER LOTS 10 AND
 KY1067'11, 6.10 METERS (20.0 FT) SOUTHEAST OF A 6-INCH MAPLE TREE,
 KY1067'5.18 METERS (17.0 FT) NORTHEAST OF A 6-INCH TULIP TREE.
 KY1067'THE MARK IS 0.20 METERS  S FROM A WITNESS POST.
 KY1067'THE MARK IS 0.18 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0843 ***********************************************************************
 GX0843  DESIGNATION -  R 210
 GX0843  PID         -  GX0843
 GX0843  STATE/COUNTY-  WV/SUMMERS
 GX0843  USGS QUAD   -  MEADOW CREEK (1988)
 GX0843
 GX0843                         *CURRENT SURVEY CONTROL
 GX0843  ___________________________________________________________________
 GX0843* NAD 83(1986)-  37 46 14.     (N)    080 53 27.     (W)     SCALED    
 GX0843* NAVD 88     -       421.468  (meters)    1382.77   (feet)  ADJUSTED  
 GX0843  ___________________________________________________________________
 GX0843  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0843  DYNAMIC HT  -         421.133 (meters)    1381.67  (feet)  COMP
 GX0843  MODELED GRAV-     979,821.2   (mgal)                       NAVD 88
 GX0843
 GX0843  VERT ORDER  -  SECOND    CLASS 0
 GX0843
 GX0843.The horizontal coordinates were scaled from a topographic map and have
 GX0843.an estimated accuracy of +/- 6 seconds.
 GX0843
 GX0843.The orthometric height was determined by differential leveling
 GX0843.and adjusted by the National Geodetic Survey in June 1991..
 GX0843
 GX0843.The geoid height was determined by GEOID03.
 GX0843
 GX0843.The dynamic height is computed by dividing the NAVD 88
 GX0843.geopotential number by the normal gravity value computed on the
 GX0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0843.degrees latitude (g = 980.6199 gals.).
 GX0843
 GX0843.The modeled gravity was interpolated from observed gravity values.
 GX0843
 GX0843;                    North         East    Units  Estimated Accuracy
 GX0843;SPC WV S     -    85,530.      609,620.      MT  (+/- 180 meters Scaled)
 GX0843
 GX0843                          SUPERSEDED SURVEY CONTROL
 GX0843
 GX0843  NGVD 29 (??/??/92)  421.644  (m)         1383.34   (f) ADJ UNCH    2 0
 GX0843
 GX0843.Superseded values are not recommended for survey control.
 GX0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0843.See file dsdata.txt to determine how the superseded data were derived.
 GX0843
 GX0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB096803(NAD 83)
 GX0843_MARKER: DB = BENCH MARK DISK
 GX0843_SETTING: 66 = SET IN ROCK OUTCROP
 GX0843_SP_SET: ROCK CUT
 GX0843_STAMPING: R 210 1961
 GX0843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0843+STABILITY: POSITION/ELEVATION WELL
 GX0843
 GX0843  HISTORY     - Date     Condition        Report By
 GX0843  HISTORY     - 1961     MONUMENTED       CGS
 GX0843
 GX0843                          STATION DESCRIPTION
 GX0843
 GX0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0843'0.3 MI S FROM SANDSTONE.
 GX0843'0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE CHESAPEAKE AND
 GX0843'OHIO RAILWAY STATION AT SANDSTONE, THENCE ABOUT 100 YARDS
 GX0843'SOUTHEAST ALONG THE SANDSTONE-RAMP ROAD, ON THE NORTHWEST SLOPE
 GX0843'OF A HILL, AT THE OUTSIDE OF A SHARP CURVE, SET VERTICALLY IN
 GX0843'THE WEST FACE OF A LARGE ROCK CUT, ABOUT 40 YARDS SOUTH OF THE
 GX0843'CENTER OF THE CURVE, 18 FEET EAST OF THE CENTER LINE OF THE
 GX0843'ROAD, 52 FEET NORTH OF THE SOUTH END OF THE ROCK AND 3 FEET ABOVE
 GX0843'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0883 ***********************************************************************
 GX0883  DESIGNATION -  R 211
 GX0883  PID         -  GX0883
 GX0883  STATE/COUNTY-  WV/SUMMERS
 GX0883  USGS QUAD   -  TALCOTT (1968)
 GX0883
 GX0883                         *CURRENT SURVEY CONTROL
 GX0883  ___________________________________________________________________
 GX0883* NAD 83(1986)-  37 41 31.     (N)    080 46 37.     (W)     SCALED    
 GX0883* NAVD 88     -       781.013  (meters)    2562.37   (feet)  ADJUSTED  
 GX0883  ___________________________________________________________________
 GX0883  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX0883  DYNAMIC HT  -         780.351 (meters)    2560.20  (feet)  COMP
 GX0883  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 GX0883
 GX0883  VERT ORDER  -  SECOND    CLASS 0
 GX0883
 GX0883.The horizontal coordinates were scaled from a topographic map and have
 GX0883.an estimated accuracy of +/- 6 seconds.
 GX0883
 GX0883.The orthometric height was determined by differential leveling
 GX0883.and adjusted by the National Geodetic Survey in June 1991..
 GX0883
 GX0883.The geoid height was determined by GEOID03.
 GX0883
 GX0883.The dynamic height is computed by dividing the NAVD 88
 GX0883.geopotential number by the normal gravity value computed on the
 GX0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0883.degrees latitude (g = 980.6199 gals.).
 GX0883
 GX0883.The modeled gravity was interpolated from observed gravity values.
 GX0883
 GX0883;                    North         East    Units  Estimated Accuracy
 GX0883;SPC WV S     -    76,820.      619,670.      MT  (+/- 180 meters Scaled)
 GX0883
 GX0883                          SUPERSEDED SURVEY CONTROL
 GX0883
 GX0883  NGVD 29 (??/??/92)  781.170  (m)         2562.89   (f) ADJ UNCH    2 0
 GX0883
 GX0883.Superseded values are not recommended for survey control.
 GX0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0883.See file dsdata.txt to determine how the superseded data were derived.
 GX0883
 GX0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB196716(NAD 83)
 GX0883_MARKER: DB = BENCH MARK DISK
 GX0883_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0883_SP_SET: UNSPECIFIED ROCK
 GX0883_STAMPING: R 211 1961
 GX0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0883
 GX0883  HISTORY     - Date     Condition        Report By
 GX0883  HISTORY     - 1961     MONUMENTED       CGS
 GX0883
 GX0883                          STATION DESCRIPTION
 GX0883
 GX0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0883'2.1 MI SW FROM JUDSON.
 GX0883'ABOUT 0.6 MILE WEST ALONG A BLACK TOP ROAD FROM THE T JUNCTION
 GX0883'AT JUDSON, THENCE 1.5 MILES SOUTH ALONG A GRADED ROAD, AT A
 GX0883'WIDE VALLEY FOR THIS AREA, IN THE EDGE OF A LARGE OPEN PASTURE,
 GX0883'ABOUT 100 YARDS SOUTHWEST OF THE SOUTHWEST EDGE OF A STOCK POND,
 GX0883'SET ON THE TOP OF A FLAT ROCK THAT IS 8 FEET LONG-4 FEET WIDE
 GX0883'AND PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE GROUND, 60 FEET EAST
 GX0883'OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF THE SOUTHEAST
 GX0883'EDGE OF THE ROCK AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0867 ***********************************************************************
 GX0867  DESIGNATION -  R 212
 GX0867  PID         -  GX0867
 GX0867  STATE/COUNTY-  WV/SUMMERS
 GX0867  USGS QUAD   -  ALDERSON (1976)
 GX0867
 GX0867                         *CURRENT SURVEY CONTROL
 GX0867  ___________________________________________________________________
 GX0867* NAD 83(1986)-  37 43 34.     (N)    080 44 30.     (W)     SCALED    
 GX0867* NAVD 88     -       664.618  (meters)    2180.50   (feet)  ADJUSTED  
 GX0867  ___________________________________________________________________
 GX0867  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX0867  DYNAMIC HT  -         664.056 (meters)    2178.66  (feet)  COMP
 GX0867  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 GX0867
 GX0867  VERT ORDER  -  SECOND    CLASS 0
 GX0867
 GX0867.The horizontal coordinates were scaled from a topographic map and have
 GX0867.an estimated accuracy of +/- 6 seconds.
 GX0867
 GX0867.The orthometric height was determined by differential leveling
 GX0867.and adjusted by the National Geodetic Survey in June 1991..
 GX0867
 GX0867.The geoid height was determined by GEOID03.
 GX0867
 GX0867.The dynamic height is computed by dividing the NAVD 88
 GX0867.geopotential number by the normal gravity value computed on the
 GX0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0867.degrees latitude (g = 980.6199 gals.).
 GX0867
 GX0867.The modeled gravity was interpolated from observed gravity values.
 GX0867
 GX0867;                    North         East    Units  Estimated Accuracy
 GX0867;SPC WV S     -    80,620.      622,770.      MT  (+/- 180 meters Scaled)
 GX0867
 GX0867                          SUPERSEDED SURVEY CONTROL
 GX0867
 GX0867  NGVD 29 (??/??/92)  664.772  (m)         2181.01   (f) ADJ UNCH    2 0
 GX0867
 GX0867.Superseded values are not recommended for survey control.
 GX0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0867.See file dsdata.txt to determine how the superseded data were derived.
 GX0867
 GX0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB227754(NAD 83)
 GX0867_MARKER: DB = BENCH MARK DISK
 GX0867_SETTING: 66 = SET IN ROCK OUTCROP
 GX0867_SP_SET: ROCK LEDGE
 GX0867_STAMPING: R 212 1961
 GX0867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0867+STABILITY: POSITION/ELEVATION WELL
 GX0867
 GX0867  HISTORY     - Date     Condition        Report By
 GX0867  HISTORY     - 1961     MONUMENTED       CGS
 GX0867
 GX0867                          STATION DESCRIPTION
 GX0867
 GX0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0867'6.6 MI W FROM ALDERSON.
 GX0867'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0867'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 4.3 MILES
 GX0867'WEST ALONG A BLACK TOP ROAD, 0.9 MILE NORTHWEST OF THE JUNCTION
 GX0867'OF THE ROAD LEADING SOUTHWEST TO PENCE SPRINGS, ABOUT 0.65 MILE
 GX0867'WEST OF THE JUNCTION OF A ROAD LEADING NORTH, ON THE EAST SLOPE
 GX0867'OF A MOUNTAIN, SET VERTICALLY IN THE SOUTH FACE OF THE CENTER
 GX0867'LEDGE OF 3 ROCK LEDGES AT A CUT, 24 FEET NORTH OF THE CENTER LINE
 GX0867'OF THE ROAD, 27 FEET WEST OF THE EAST END OF THE ROCK CUT AND 5
 GX0867'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0989 ***********************************************************************
 GX0989  DESIGNATION -  R 213
 GX0989  PID         -  GX0989
 GX0989  STATE/COUNTY-  WV/SUMMERS
 GX0989  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0989
 GX0989                         *CURRENT SURVEY CONTROL
 GX0989  ___________________________________________________________________
 GX0989* NAD 83(1986)-  37 48 10.     (N)    080 47 48.     (W)     SCALED    
 GX0989* NAVD 88     -       517.401  (meters)    1697.51   (feet)  ADJUSTED  
 GX0989  ___________________________________________________________________
 GX0989  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX0989  DYNAMIC HT  -         516.976 (meters)    1696.11  (feet)  COMP
 GX0989  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 GX0989
 GX0989  VERT ORDER  -  SECOND    CLASS 0
 GX0989
 GX0989.The horizontal coordinates were scaled from a topographic map and have
 GX0989.an estimated accuracy of +/- 6 seconds.
 GX0989
 GX0989.The orthometric height was determined by differential leveling
 GX0989.and adjusted by the National Geodetic Survey in June 1991..
 GX0989
 GX0989.The geoid height was determined by GEOID03.
 GX0989
 GX0989.The dynamic height is computed by dividing the NAVD 88
 GX0989.geopotential number by the normal gravity value computed on the
 GX0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0989.degrees latitude (g = 980.6199 gals.).
 GX0989
 GX0989.The modeled gravity was interpolated from observed gravity values.
 GX0989
 GX0989;                    North         East    Units  Estimated Accuracy
 GX0989;SPC WV S     -    89,120.      617,910.      MT  (+/- 180 meters Scaled)
 GX0989
 GX0989                          SUPERSEDED SURVEY CONTROL
 GX0989
 GX0989  NGVD 29 (??/??/92)  517.563  (m)         1698.04   (f) ADJ UNCH    2 0
 GX0989
 GX0989.Superseded values are not recommended for survey control.
 GX0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0989.See file dsdata.txt to determine how the superseded data were derived.
 GX0989
 GX0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB179839(NAD 83)
 GX0989_MARKER: DB = BENCH MARK DISK
 GX0989_SETTING: 66 = SET IN ROCK OUTCROP
 GX0989_SP_SET: ROCK
 GX0989_STAMPING: R 213 1961
 GX0989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0989+STABILITY: POSITION/ELEVATION WELL
 GX0989
 GX0989  HISTORY     - Date     Condition        Report By
 GX0989  HISTORY     - 1961     MONUMENTED       CGS
 GX0989
 GX0989                          STATION DESCRIPTION
 GX0989
 GX0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0989'2.8 MI SE FROM ELTON.
 GX0989'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE CHURCH
 GX0989'OF CHRIST AT ELTON, THENCE 0.5 MILE SOUTHEAST ALONG A BLACK TOP
 GX0989'ROAD, THENCE 0.8 MILE EAST ALONG A GRADED ROAD, ABOUT 20 YARDS
 GX0989'SOUTHEAST OF THE SOUTHEAST CORNER OF A 20-FOOT WOODEN BRIDGE OVER
 GX0989'DUNCAN BRANCH, SET ON THE TOP OF A LAYER OF ROCK THAT FORMS THE
 GX0989'SOUTH BANK OF DUNCAN BRANCH, 32 FEET SOUTH AND ACROSS THE BRANCH
 GX0989'FROM THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE NORTH EDGE
 GX0989'OF THE BANK AND 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0927 ***********************************************************************
 GX0927  DESIGNATION -  R 214
 GX0927  PID         -  GX0927
 GX0927  STATE/COUNTY-  WV/GREENBRIER
 GX0927  USGS QUAD   -  RUPERT (1981)
 GX0927
 GX0927                         *CURRENT SURVEY CONTROL
 GX0927  ___________________________________________________________________
 GX0927* NAD 83(1986)-  37 54 55.     (N)    080 38 52.     (W)     SCALED    
 GX0927* NAVD 88     -       739.959  (meters)    2427.68   (feet)  ADJUSTED  
 GX0927  ___________________________________________________________________
 GX0927  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX0927  DYNAMIC HT  -         739.339 (meters)    2425.65  (feet)  COMP
 GX0927  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 GX0927
 GX0927  VERT ORDER  -  SECOND    CLASS 0
 GX0927
 GX0927.The horizontal coordinates were scaled from a topographic map and have
 GX0927.an estimated accuracy of +/- 6 seconds.
 GX0927
 GX0927.The orthometric height was determined by differential leveling
 GX0927.and adjusted by the National Geodetic Survey in June 1991..
 GX0927
 GX0927.The geoid height was determined by GEOID03.
 GX0927
 GX0927.The dynamic height is computed by dividing the NAVD 88
 GX0927.geopotential number by the normal gravity value computed on the
 GX0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0927.degrees latitude (g = 980.6199 gals.).
 GX0927
 GX0927.The modeled gravity was interpolated from observed gravity values.
 GX0927
 GX0927;                    North         East    Units  Estimated Accuracy
 GX0927;SPC WV S     -   101,640.      630,970.      MT  (+/- 180 meters Scaled)
 GX0927
 GX0927                          SUPERSEDED SURVEY CONTROL
 GX0927
 GX0927  NGVD 29 (??/??/92)  740.101  (m)         2428.15   (f) ADJ UNCH    2 0
 GX0927
 GX0927.Superseded values are not recommended for survey control.
 GX0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0927.See file dsdata.txt to determine how the superseded data were derived.
 GX0927
 GX0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB309964(NAD 83)
 GX0927_MARKER: DB = BENCH MARK DISK
 GX0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0927_STAMPING: R 214 1961
 GX0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0927+STABILITY: SURFACE MOTION
 GX0927
 GX0927  HISTORY     - Date     Condition        Report By
 GX0927  HISTORY     - 1961     MONUMENTED       CGS
 GX0927
 GX0927                          STATION DESCRIPTION
 GX0927
 GX0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0927'1 MI N FROM MEADOW BLUFF.
 GX0927'ABOUT 1.0 MILE NORTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX0927'AT MEADOW BLUFF, AT THE OUTSIDE OF CURVE, NEAR THE JUNCTION OF
 GX0927'A DRIVE WITH A BOARD GATE TO AN OPEN FIELD, 14 1/2 FEET EAST
 GX0927'OF THE CENTER LINE OF THE ROAD, 18 FEET NORTH OF THE CENTER OF
 GX0927'THE BOARD GATE, 4 FEET NORTHEAST OF A POWER LINE BRACE POLE,
 GX0927'2 1/2 FEET WEST OF A FENCE LINE, 2.4 FEET SOUTH OF A METAL
 GX0927'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GX0927'INCHES ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE
 GX0927'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0123 ***********************************************************************
 GX0123  DESIGNATION -  R 215
 GX0123  PID         -  GX0123
 GX0123  STATE/COUNTY-  WV/GREENBRIER
 GX0123  USGS QUAD   -  LEWISBURG (1979)
 GX0123
 GX0123                         *CURRENT SURVEY CONTROL
 GX0123  ___________________________________________________________________
 GX0123* NAD 83(1986)-  37 48 03.     (N)    080 26 37.     (W)     SCALED    
 GX0123* NAVD 88     -       639.763  (meters)    2098.96   (feet)  ADJUSTED  
 GX0123  ___________________________________________________________________
 GX0123  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX0123  DYNAMIC HT  -         639.225 (meters)    2097.19  (feet)  COMP
 GX0123  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GX0123
 GX0123  VERT ORDER  -  FIRST     CLASS II
 GX0123
 GX0123.The horizontal coordinates were scaled from a topographic map and have
 GX0123.an estimated accuracy of +/- 6 seconds.
 GX0123
 GX0123.The orthometric height was determined by differential leveling
 GX0123.and adjusted by the National Geodetic Survey in June 1991..
 GX0123
 GX0123.The geoid height was determined by GEOID03.
 GX0123
 GX0123.The dynamic height is computed by dividing the NAVD 88
 GX0123.geopotential number by the normal gravity value computed on the
 GX0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0123.degrees latitude (g = 980.6199 gals.).
 GX0123
 GX0123.The modeled gravity was interpolated from observed gravity values.
 GX0123
 GX0123;                    North         East    Units  Estimated Accuracy
 GX0123;SPC WV S     -    89,030.      649,000.      MT  (+/- 180 meters Scaled)
 GX0123
 GX0123                          SUPERSEDED SURVEY CONTROL
 GX0123
 GX0123  NGVD 29 (??/??/92)  639.900  (m)         2099.41   (f) ADJ UNCH    1 2
 GX0123
 GX0123.Superseded values are not recommended for survey control.
 GX0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0123.See file dsdata.txt to determine how the superseded data were derived.
 GX0123
 GX0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB489838(NAD 83)
 GX0123_MARKER: DB = BENCH MARK DISK
 GX0123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0123_SP_SET: BUILDING
 GX0123_STAMPING: R 215 1961
 GX0123_MARK LOGO: CGS   
 GX0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0123
 GX0123  HISTORY     - Date     Condition        Report By
 GX0123  HISTORY     - 1961     MONUMENTED       CGS
 GX0123  HISTORY     - 1974     GOOD             NGS
 GX0123  HISTORY     - 1983     GOOD             NGS
 GX0123
 GX0123                          STATION DESCRIPTION
 GX0123
 GX0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0123'AT LEWISBURG.
 GX0123'AT LEWISBURG, ALONG U.S. HIGHWAY 60, SET VERTICALLY IN THE
 GX0123'NORTHWEST FACE AND NEAR THE WEST CORNER OF THE POST OFFICE
 GX0123'BUILDING, 4 FEET NORTHEAST OF THE WEST CORNER OF THE BUILDING AND
 GX0123'1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 GX0123
 GX0123                          STATION RECOVERY (1974)
 GX0123
 GX0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GX0123'RECOVERED IN GOOD CONDITION.
 GX0123
 GX0123                          STATION RECOVERY (1983)
 GX0123
 GX0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1008 ***********************************************************************
 GX1008  DESIGNATION -  R 216
 GX1008  PID         -  GX1008
 GX1008  STATE/COUNTY-  WV/GREENBRIER
 GX1008  USGS QUAD   -  ASBURY (1979)
 GX1008
 GX1008                         *CURRENT SURVEY CONTROL
 GX1008  ___________________________________________________________________
 GX1008* NAD 83(1986)-  37 48 23.     (N)    080 34 40.     (W)     SCALED    
 GX1008* NAVD 88     -       566.174  (meters)    1857.52   (feet)  ADJUSTED  
 GX1008  ___________________________________________________________________
 GX1008  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GX1008  DYNAMIC HT  -         565.711 (meters)    1856.00  (feet)  COMP
 GX1008  MODELED GRAV-     979,794.7   (mgal)                       NAVD 88
 GX1008
 GX1008  VERT ORDER  -  SECOND    CLASS 0
 GX1008
 GX1008.The horizontal coordinates were scaled from a topographic map and have
 GX1008.an estimated accuracy of +/- 6 seconds.
 GX1008
 GX1008.The orthometric height was determined by differential leveling
 GX1008.and adjusted by the National Geodetic Survey in June 1991..
 GX1008
 GX1008.The geoid height was determined by GEOID03.
 GX1008
 GX1008.The dynamic height is computed by dividing the NAVD 88
 GX1008.geopotential number by the normal gravity value computed on the
 GX1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1008.degrees latitude (g = 980.6199 gals.).
 GX1008
 GX1008.The modeled gravity was interpolated from observed gravity values.
 GX1008
 GX1008;                    North         East    Units  Estimated Accuracy
 GX1008;SPC WV S     -    89,580.      637,180.      MT  (+/- 180 meters Scaled)
 GX1008
 GX1008                          SUPERSEDED SURVEY CONTROL
 GX1008
 GX1008  NGVD 29 (??/??/92)  566.334  (m)         1858.05   (f) ADJ UNCH    2 0
 GX1008
 GX1008.Superseded values are not recommended for survey control.
 GX1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1008.See file dsdata.txt to determine how the superseded data were derived.
 GX1008
 GX1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB371844(NAD 83)
 GX1008_MARKER: DB = BENCH MARK DISK
 GX1008_SETTING: 66 = SET IN ROCK OUTCROP
 GX1008_SP_SET: ROCK
 GX1008_STAMPING: R 216 1961
 GX1008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1008+STABILITY: POSITION/ELEVATION WELL
 GX1008
 GX1008  HISTORY     - Date     Condition        Report By
 GX1008  HISTORY     - 1961     MONUMENTED       CGS
 GX1008
 GX1008                          STATION DESCRIPTION
 GX1008
 GX1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1008'1.6 MI SW FROM ASBURY.
 GX1008'ABOUT 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE WEST
 GX1008'POINT BAPTIST CHURCH AT ASBURY, 0.95 MILES SOUTHWEST OF THE
 GX1008'JUNCTION OF COUNTY ROAD NO. 31 LEADING WEST FROM THE HIGHWAY,
 GX1008'SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK THAT IS 10 FEET
 GX1008'LONG, 3 1/2 FEET HIGH AND IS PART OF A 12 FOOT HIGH CUT, 19 FEET
 GX1008'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET ABOVE THE
 GX1008'LEVEL OF THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0135 ***********************************************************************
 GX0135  DESIGNATION -  R 217
 GX0135  PID         -  GX0135
 GX0135  STATE/COUNTY-  WV/GREENBRIER
 GX0135  USGS QUAD   -  ASBURY (1979)
 GX0135
 GX0135                         *CURRENT SURVEY CONTROL
 GX0135  ___________________________________________________________________
 GX0135* NAD 83(1986)-  37 52 17.     (N)    080 30 23.     (W)     SCALED    
 GX0135* NAVD 88     -       602.966  (meters)    1978.23   (feet)  ADJUSTED  
 GX0135  ___________________________________________________________________
 GX0135  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX0135  DYNAMIC HT  -         602.466 (meters)    1976.59  (feet)  COMP
 GX0135  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 GX0135
 GX0135  VERT ORDER  -  SECOND    CLASS 0
 GX0135
 GX0135.The horizontal coordinates were scaled from a topographic map and have
 GX0135.an estimated accuracy of +/- 6 seconds.
 GX0135
 GX0135.The orthometric height was determined by differential leveling
 GX0135.and adjusted by the National Geodetic Survey in June 1991..
 GX0135
 GX0135.The geoid height was determined by GEOID03.
 GX0135
 GX0135.The dynamic height is computed by dividing the NAVD 88
 GX0135.geopotential number by the normal gravity value computed on the
 GX0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0135.degrees latitude (g = 980.6199 gals.).
 GX0135
 GX0135.The modeled gravity was interpolated from observed gravity values.
 GX0135
 GX0135;                    North         East    Units  Estimated Accuracy
 GX0135;SPC WV S     -    96,830.      643,430.      MT  (+/- 180 meters Scaled)
 GX0135
 GX0135                          SUPERSEDED SURVEY CONTROL
 GX0135
 GX0135  NGVD 29 (??/??/92)  603.116  (m)         1978.72   (f) ADJ UNCH    2 0
 GX0135
 GX0135.Superseded values are not recommended for survey control.
 GX0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0135.See file dsdata.txt to determine how the superseded data were derived.
 GX0135
 GX0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB434916(NAD 83)
 GX0135_MARKER: DB = BENCH MARK DISK
 GX0135_SETTING: 66 = SET IN ROCK OUTCROP
 GX0135_SP_SET: ROCK
 GX0135_STAMPING: R 217 1961
 GX0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0135+STABILITY: POSITION/ELEVATION WELL
 GX0135
 GX0135  HISTORY     - Date     Condition        Report By
 GX0135  HISTORY     - 1961     MONUMENTED       CGS
 GX0135
 GX0135                          STATION DESCRIPTION
 GX0135
 GX0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0135'6.7 MI NW FROM LEWISBURG.
 GX0135'ABOUT 6.7 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0135'OFFICE AT LEWISBURG, 0.2 MILE WEST OF THE JUNCTION OF A BLACK TOP
 GX0135'ROAD LEADING NORTH TO WILLIAMSBURG, SET ON THE TOP AND NEAR THE
 GX0135'NORTH END OF A FLAT ROCK THAT IS 12 FEET LONG AND 5 FEET WIDE
 GX0135'AND PROJECTS 1 FOOT ABOVE THE GROUND, 43 FEET SOUTH OF THE CENTER
 GX0135'LINE OF THE HIGHWAY, 3 FEET SOUTH OF THE NORTH END OF THE ROCK
 GX0135'AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1989 ***********************************************************************
 HX1989  DESIGNATION -  R 218
 HX1989  PID         -  HX1989
 HX1989  STATE/COUNTY-  WV/FAYETTE
 HX1989  USGS QUAD   -  ANSTED (1976)
 HX1989
 HX1989                         *CURRENT SURVEY CONTROL
 HX1989  ___________________________________________________________________
 HX1989* NAD 83(1986)-  38 08 35.     (N)    081 05 57.     (W)     SCALED    
 HX1989* NAVD 88     -       404.201  (meters)    1326.12   (feet)  ADJUSTED  
 HX1989  ___________________________________________________________________
 HX1989  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HX1989  DYNAMIC HT  -         403.903 (meters)    1325.14  (feet)  COMP
 HX1989  MODELED GRAV-     979,879.2   (mgal)                       NAVD 88
 HX1989
 HX1989  VERT ORDER  -  SECOND    CLASS 0
 HX1989
 HX1989.The horizontal coordinates were scaled from a topographic map and have
 HX1989.an estimated accuracy of +/- 6 seconds.
 HX1989
 HX1989.The orthometric height was determined by differential leveling
 HX1989.and adjusted by the National Geodetic Survey in June 1991..
 HX1989
 HX1989.The geoid height was determined by GEOID03.
 HX1989
 HX1989.The dynamic height is computed by dividing the NAVD 88
 HX1989.geopotential number by the normal gravity value computed on the
 HX1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1989.degrees latitude (g = 980.6199 gals.).
 HX1989
 HX1989.The modeled gravity was interpolated from observed gravity values.
 HX1989
 HX1989;                    North         East    Units  Estimated Accuracy
 HX1989;SPC WV S     -   126,870.      591,310.      MT  (+/- 180 meters Scaled)
 HX1989
 HX1989                          SUPERSEDED SURVEY CONTROL
 HX1989
 HX1989  NGVD 29 (??/??/92)  404.380  (m)         1326.70   (f) ADJ UNCH    2 0
 HX1989
 HX1989.Superseded values are not recommended for survey control.
 HX1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1989.See file dsdata.txt to determine how the superseded data were derived.
 HX1989
 HX1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC913216(NAD 83)
 HX1989_MARKER: DB = BENCH MARK DISK
 HX1989_SETTING: 66 = SET IN ROCK OUTCROP
 HX1989_SP_SET: ROCK LEDGE
 HX1989_STAMPING: R 218 1961
 HX1989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1989+STABILITY: POSITION/ELEVATION WELL
 HX1989
 HX1989  HISTORY     - Date     Condition        Report By
 HX1989  HISTORY     - 1961     MONUMENTED       CGS
 HX1989
 HX1989                          STATION DESCRIPTION
 HX1989
 HX1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1989'1 MI N FROM ANSTED.
 HX1989'ABOUT 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1989'HIGH SCHOOL AT ANSTED, THENCE 0.55 MILE NORTH ALONG A BLACK TOP
 HX1989'ROAD, 0.2 MILE SOUTHWEST OF A POINT WHERE THE ROAD TURNS NORTH
 HX1989'AND STARTS UP GAULEY MOUNTAIN, SET ON THE TOP OF A 3-BY-30 FOOT
 HX1989'LEDGE OF ROCK ON THE PROPERTY OF MRS. VIOLA H MINOR, 25 FEET NORTHWEST
 HX1989'OF THE CENTER LINE OF THE BLACK TOP ROAD, 90 FEET SOUTHEAST OF
 HX1989'THE SOUTH CORNER OF THE RESIDENCE OF MRS MINOR, 28 FEET SOUTHWEST
 HX1989'OF THE CENTER LINE OF A DRIVE LEADING TO THE RESIDENCE AND 1 FOOT
 HX1989'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1149 ***********************************************************************
 HX1149  DESIGNATION -  R 219
 HX1149  PID         -  HX1149
 HX1149  STATE/COUNTY-  WV/FAYETTE
 HX1149  USGS QUAD   -  WINONA (1976)
 HX1149
 HX1149                         *CURRENT SURVEY CONTROL
 HX1149  ___________________________________________________________________
 HX1149* NAD 83(1986)-  38 03 12.     (N)    080 57 32.     (W)     SCALED    
 HX1149* NAVD 88     -       744.012  (meters)    2440.98   (feet)  ADJUSTED  
 HX1149  ___________________________________________________________________
 HX1149  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HX1149  DYNAMIC HT  -         743.414 (meters)    2439.02  (feet)  COMP
 HX1149  MODELED GRAV-     979,800.8   (mgal)                       NAVD 88
 HX1149
 HX1149  VERT ORDER  -  SECOND    CLASS 0
 HX1149
 HX1149.The horizontal coordinates were scaled from a topographic map and have
 HX1149.an estimated accuracy of +/- 6 seconds.
 HX1149
 HX1149.The orthometric height was determined by differential leveling
 HX1149.and adjusted by the National Geodetic Survey in June 1991..
 HX1149
 HX1149.The geoid height was determined by GEOID03.
 HX1149
 HX1149.The dynamic height is computed by dividing the NAVD 88
 HX1149.geopotential number by the normal gravity value computed on the
 HX1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1149.degrees latitude (g = 980.6199 gals.).
 HX1149
 HX1149.The modeled gravity was interpolated from observed gravity values.
 HX1149
 HX1149;                    North         East    Units  Estimated Accuracy
 HX1149;SPC WV S     -   116,910.      603,610.      MT  (+/- 180 meters Scaled)
 HX1149
 HX1149                          SUPERSEDED SURVEY CONTROL
 HX1149
 HX1149  NGVD 29 (??/??/92)  744.170  (m)         2441.50   (f) ADJ UNCH    2 0
 HX1149
 HX1149.Superseded values are not recommended for survey control.
 HX1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1149.See file dsdata.txt to determine how the superseded data were derived.
 HX1149
 HX1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC036117(NAD 83)
 HX1149_MARKER: DB = BENCH MARK DISK
 HX1149_SETTING: 66 = SET IN ROCK OUTCROP
 HX1149_SP_SET: ROCK OUTCROP
 HX1149_STAMPING: R 219 1961
 HX1149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1149+STABILITY: POSITION/ELEVATION WELL
 HX1149
 HX1149  HISTORY     - Date     Condition        Report By
 HX1149  HISTORY     - 1961     MONUMENTED       CGS
 HX1149
 HX1149                          STATION DESCRIPTION
 HX1149
 HX1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1149'0.6 MI SE FROM LOOKOUT.
 HX1149'ABOUT 0.55 MILE SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL
 HX1149'HIGH SCHOOL AT LOOKOUT, 0.25 MILE NORTHWEST OF THE JUNCTION OF A
 HX1149'BLACK TOP ROAD LEADING TO CLIFFTOP, SET ON THE TOP OF A 18-BY-4-FOOT
 HX1149'OUTCROP, 23 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HX1149'204 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY
 HX1149'AND AN ENTRANCE DRIVE TO A LARGE TWO-STORIED HOUSE, 0.5 FOOT
 HX1149'NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP AND 2 FEET ABOVE
 HX1149'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0525 ***********************************************************************
 JX0525  DESIGNATION -  R 22
 JX0525  PID         -  JX0525
 JX0525  STATE/COUNTY-  WV/WETZEL
 JX0525  USGS QUAD   -  LITTLETON (1976)
 JX0525
 JX0525                         *CURRENT SURVEY CONTROL
 JX0525  ___________________________________________________________________
 JX0525* NAD 83(1986)-  39 41 49.     (N)    080 30 33.     (W)     SCALED    
 JX0525* NAVD 88     -       288.161  (meters)     945.41   (feet)  ADJUSTED  
 JX0525  ___________________________________________________________________
 JX0525  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JX0525  DYNAMIC HT  -         287.992 (meters)     944.85  (feet)  COMP
 JX0525  MODELED GRAV-     980,034.7   (mgal)                       NAVD 88
 JX0525
 JX0525  VERT ORDER  -  FIRST     CLASS II
 JX0525
 JX0525.The horizontal coordinates were scaled from a topographic map and have
 JX0525.an estimated accuracy of +/- 6 seconds.
 JX0525
 JX0525.The orthometric height was determined by differential leveling
 JX0525.and adjusted by the National Geodetic Survey in June 1991..
 JX0525
 JX0525.The geoid height was determined by GEOID03.
 JX0525
 JX0525.The dynamic height is computed by dividing the NAVD 88
 JX0525.geopotential number by the normal gravity value computed on the
 JX0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0525.degrees latitude (g = 980.6199 gals.).
 JX0525
 JX0525.The modeled gravity was interpolated from observed gravity values.
 JX0525
 JX0525;                    North         East    Units  Estimated Accuracy
 JX0525;SPC WV N     -   133,370.      513,450.      MT  (+/- 180 meters Scaled)
 JX0525
 JX0525                          SUPERSEDED SURVEY CONTROL
 JX0525
 JX0525  NGVD 29 (??/??/92)  288.310  (m)          945.90   (f) ADJ UNCH    1 2
 JX0525
 JX0525.Superseded values are not recommended for survey control.
 JX0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0525.See file dsdata.txt to determine how the superseded data were derived.
 JX0525
 JX0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND420942(NAD 83)
 JX0525_MARKER: DB = BENCH MARK DISK
 JX0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0525_SP_SET: BRIDGE
 JX0525_STAMPING: R 22 1935
 JX0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0525
 JX0525  HISTORY     - Date     Condition        Report By
 JX0525  HISTORY     - 1935     MONUMENTED       CGS
 JX0525  HISTORY     - 1957     GOOD             NGS
 JX0525
 JX0525                          STATION DESCRIPTION
 JX0525
 JX0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0525'0.4 MI E FROM LITTLETON.
 JX0525'ABOUT 0.45 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0525'THE POST OFFICE AT LITTLETON, IN THE TOP OF SOUTH END OF EAST
 JX0525'ABUTMENT OF RAILROAD BRIDGE OVER WOLF RUN, 9 1/2 FEET SOUTH OF
 JX0525'SOUTH RAIL, 104 FEET WEST OF WEST END OF A TUNNEL, 1 FOOT SOUTH
 JX0525'OF SOUTH END OF ABUTMENT AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1975 ***********************************************************************
 HX1975  DESIGNATION -  R 220
 HX1975  PID         -  HX1975
 HX1975  STATE/COUNTY-  WV/FAYETTE
 HX1975  USGS QUAD   -  ANSTED (1976)
 HX1975
 HX1975                         *CURRENT SURVEY CONTROL
 HX1975  ___________________________________________________________________
 HX1975* NAD 83(1986)-  38 07 57.     (N)    081 04 01.     (W)     SCALED    
 HX1975* NAVD 88     -       453.171  (meters)    1486.78   (feet)  ADJUSTED  
 HX1975  ___________________________________________________________________
 HX1975  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 HX1975  DYNAMIC HT  -         452.832 (meters)    1485.67  (feet)  COMP
 HX1975  MODELED GRAV-     979,868.2   (mgal)                       NAVD 88
 HX1975
 HX1975  VERT ORDER  -  SECOND    CLASS 0
 HX1975
 HX1975.The horizontal coordinates were scaled from a topographic map and have
 HX1975.an estimated accuracy of +/- 6 seconds.
 HX1975
 HX1975.The orthometric height was determined by differential leveling
 HX1975.and adjusted by the National Geodetic Survey in June 1991..
 HX1975
 HX1975.The geoid height was determined by GEOID03.
 HX1975
 HX1975.The dynamic height is computed by dividing the NAVD 88
 HX1975.geopotential number by the normal gravity value computed on the
 HX1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1975.degrees latitude (g = 980.6199 gals.).
 HX1975
 HX1975.The modeled gravity was interpolated from observed gravity values.
 HX1975
 HX1975;                    North         East    Units  Estimated Accuracy
 HX1975;SPC WV S     -   125,700.      594,130.      MT  (+/- 180 meters Scaled)
 HX1975
 HX1975                          SUPERSEDED SURVEY CONTROL
 HX1975
 HX1975  NGVD 29 (??/??/92)  453.348  (m)         1487.36   (f) ADJ UNCH    2 0
 HX1975
 HX1975.Superseded values are not recommended for survey control.
 HX1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1975.See file dsdata.txt to determine how the superseded data were derived.
 HX1975
 HX1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC941205(NAD 83)
 HX1975_MARKER: DB = BENCH MARK DISK
 HX1975_SETTING: 66 = SET IN ROCK OUTCROP
 HX1975_SP_SET: ROCK OUTCROP
 HX1975_STAMPING: R 220 1961
 HX1975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1975+STABILITY: POSITION/ELEVATION WELL
 HX1975
 HX1975  HISTORY     - Date     Condition        Report By
 HX1975  HISTORY     - 1961     MONUMENTED       CGS
 HX1975
 HX1975                          STATION DESCRIPTION
 HX1975
 HX1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1975'2 MI E FROM ANSTED.
 HX1975'ABOUT 1.4 MILES SOUTHEAST ALONG THE U.S. HIGHWAY 60 FROM THE ANSTED
 HX1975'HIGH SCHOOL AT ANSTED, THENCE 0.6 MILE NORTHEAST ALONG A BLACK
 HX1975'TOP ROAD, SET ON THE TOP OF A LARGE FLAT OUTCROP ON THE PROPERTY
 HX1975'OF MR. R.H. MC CLUNG, AT THE INSIDE OF A SHARP CURVE, 54 FEET
 HX1975'SOUTH OF THE CENTER LINE OF THE ROAD, 69 FEET SOUTHWEST OF THE
 HX1975'CENTER LINE OF A DRIVEWAY LEADING TO A WHITE FRAME HOUSE, 60 FEET
 HX1975'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL ONE ROOM SHANTY,
 HX1975'26 FEET SOUTH OF TELEPHONE POLE NO. 6310, AND ABOUT 8 FEET BELOW
 HX1975'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1173 ***********************************************************************
 HX1173  DESIGNATION -  R 221
 HX1173  PID         -  HX1173
 HX1173  STATE/COUNTY-  WV/NICHOLAS
 HX1173  USGS QUAD   -  WINONA (1976)
 HX1173
 HX1173                         *CURRENT SURVEY CONTROL
 HX1173  ___________________________________________________________________
 HX1173* NAD 83(1986)-  38 06 57.     (N)    080 52 56.     (W)     SCALED    
 HX1173* NAVD 88     -       576.832  (meters)    1892.49   (feet)  ADJUSTED  
 HX1173  ___________________________________________________________________
 HX1173  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HX1173  DYNAMIC HT  -         576.382 (meters)    1891.01  (feet)  COMP
 HX1173  MODELED GRAV-     979,831.8   (mgal)                       NAVD 88
 HX1173
 HX1173  VERT ORDER  -  SECOND    CLASS 0
 HX1173
 HX1173.The horizontal coordinates were scaled from a topographic map and have
 HX1173.an estimated accuracy of +/- 6 seconds.
 HX1173
 HX1173.The orthometric height was determined by differential leveling
 HX1173.and adjusted by the National Geodetic Survey in June 1991..
 HX1173
 HX1173.The geoid height was determined by GEOID03.
 HX1173
 HX1173.The dynamic height is computed by dividing the NAVD 88
 HX1173.geopotential number by the normal gravity value computed on the
 HX1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1173.degrees latitude (g = 980.6199 gals.).
 HX1173
 HX1173.The modeled gravity was interpolated from observed gravity values.
 HX1173
 HX1173;                    North         East    Units  Estimated Accuracy
 HX1173;SPC WV S     -   123,850.      610,330.      MT  (+/- 180 meters Scaled)
 HX1173
 HX1173                          SUPERSEDED SURVEY CONTROL
 HX1173
 HX1173  NGVD 29 (??/??/92)  576.993  (m)         1893.02   (f) ADJ UNCH    2 0
 HX1173
 HX1173.Superseded values are not recommended for survey control.
 HX1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1173.See file dsdata.txt to determine how the superseded data were derived.
 HX1173
 HX1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC103186(NAD 83)
 HX1173_MARKER: DB = BENCH MARK DISK
 HX1173_SETTING: 66 = SET IN ROCK OUTCROP
 HX1173_SP_SET: ROCK CUT
 HX1173_STAMPING: R 221 1961
 HX1173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1173+STABILITY: POSITION/ELEVATION WELL
 HX1173
 HX1173  HISTORY     - Date     Condition        Report By
 HX1173  HISTORY     - 1961     MONUMENTED       CGS
 HX1173
 HX1173                          STATION DESCRIPTION
 HX1173
 HX1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1173'0.9 MI N FROM NALLEN.
 HX1173'ABOUT 0.9 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE CENTER OF THE
 HX1173'MEADOW RIVER BRIDGE AT NALLEN, SET VERTICALLY IN THE SOUTHWEST
 HX1173'FACE OF A ROCK CUT THAT IS INSIDE OF A CURVE, 19 FEET NORTHEAST
 HX1173'OF THE CENTER LINE OF THE HIGHWAY, 156 FEET EAST AND ACROSS THE
 HX1173'HIGHWAY FROM POWER LINE POLE NO. 44766, 180 FEET NORTHWEST OF
 HX1173'THE SOUTHEAST END OF THE CUT AND 3 FEET ABOVE THE LEVEL OF THE
 HX1173'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2007 ***********************************************************************
 HX2007  DESIGNATION -  R 222
 HX2007  PID         -  HX2007
 HX2007  STATE/COUNTY-  WV/FAYETTE
 HX2007  USGS QUAD   -  FAYETTEVILLE (1976)
 HX2007
 HX2007                         *CURRENT SURVEY CONTROL
 HX2007  ___________________________________________________________________
 HX2007* NAD 83(1986)-  38 04 05.     (N)    081 04 45.     (W)     SCALED    
 HX2007* NAVD 88     -       326.098  (meters)    1069.87   (feet)  ADJUSTED  
 HX2007  ___________________________________________________________________
 HX2007  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HX2007  DYNAMIC HT  -         325.843 (meters)    1069.04  (feet)  COMP
 HX2007  MODELED GRAV-     979,839.6   (mgal)                       NAVD 88
 HX2007
 HX2007  VERT ORDER  -  SECOND    CLASS 0
 HX2007
 HX2007.The horizontal coordinates were scaled from a topographic map and have
 HX2007.an estimated accuracy of +/- 6 seconds.
 HX2007
 HX2007.The orthometric height was determined by differential leveling
 HX2007.and adjusted by the National Geodetic Survey in June 1991..
 HX2007
 HX2007.The geoid height was determined by GEOID03.
 HX2007
 HX2007.The dynamic height is computed by dividing the NAVD 88
 HX2007.geopotential number by the normal gravity value computed on the
 HX2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2007.degrees latitude (g = 980.6199 gals.).
 HX2007
 HX2007.The modeled gravity was interpolated from observed gravity values.
 HX2007
 HX2007;                    North         East    Units  Estimated Accuracy
 HX2007;SPC WV S     -   118,540.      593,050.      MT  (+/- 180 meters Scaled)
 HX2007
 HX2007                          SUPERSEDED SURVEY CONTROL
 HX2007
 HX2007  NGVD 29 (??/??/92)  326.266  (m)         1070.42   (f) ADJ UNCH    2 0
 HX2007
 HX2007.Superseded values are not recommended for survey control.
 HX2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2007.See file dsdata.txt to determine how the superseded data were derived.
 HX2007
 HX2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC930133(NAD 83)
 HX2007_MARKER: DB = BENCH MARK DISK
 HX2007_SETTING: 66 = SET IN ROCK OUTCROP
 HX2007_SP_SET: ROCK CUT
 HX2007_STAMPING: R 221 1961
 HX2007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2007+STABILITY: POSITION/ELEVATION WELL
 HX2007
 HX2007  HISTORY     - Date     Condition        Report By
 HX2007  HISTORY     - 1961     MONUMENTED       CGS
 HX2007  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 HX2007
 HX2007                          STATION DESCRIPTION
 HX2007
 HX2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2007'0.5 MI N FROM FAYETTE.
 HX2007'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 82 FROM THE NORTHEAST
 HX2007'END OF THE BRIDGE OVER NEW RIVER, SET VERTICALLY IN THE SOUTHWEST
 HX2007'FACE OF A LARGE ROCK CUT, AT THE OUTSIDE OF A SHARP CURVE, 18
 HX2007'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTH
 HX2007'OF THE APPROXIMATE CENTER OF THE CURVE, 72 FEET NORTHWEST OF THE
 HX2007'SOUTHEAST END OF THE CUT AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX2007
 HX2007                          STATION RECOVERY (1980)
 HX2007
 HX2007'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HX2007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1141 ***********************************************************************
 HX1141  DESIGNATION -  R 223
 HX1141  PID         -  HX1141
 HX1141  STATE/COUNTY-  WV/NICHOLAS
 HX1141  USGS QUAD   -  MOUNT NEBO (1976)
 HX1141
 HX1141                         *CURRENT SURVEY CONTROL
 HX1141  ___________________________________________________________________
 HX1141* NAD 83(1986)-  38 14 35.     (N)    080 52 09.     (W)     SCALED    
 HX1141* NAVD 88     -       564.456  (meters)    1851.89   (feet)  ADJUSTED  
 HX1141  ___________________________________________________________________
 HX1141  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HX1141  DYNAMIC HT  -         564.026 (meters)    1850.48  (feet)  COMP
 HX1141  MODELED GRAV-     979,849.1   (mgal)                       NAVD 88
 HX1141
 HX1141  VERT ORDER  -  SECOND    CLASS 0
 HX1141
 HX1141.The horizontal coordinates were scaled from a topographic map and have
 HX1141.an estimated accuracy of +/- 6 seconds.
 HX1141
 HX1141.The orthometric height was determined by differential leveling
 HX1141.and adjusted by the National Geodetic Survey in June 1991..
 HX1141
 HX1141.The geoid height was determined by GEOID03.
 HX1141
 HX1141.The dynamic height is computed by dividing the NAVD 88
 HX1141.geopotential number by the normal gravity value computed on the
 HX1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1141.degrees latitude (g = 980.6199 gals.).
 HX1141
 HX1141.The modeled gravity was interpolated from observed gravity values.
 HX1141
 HX1141;                    North         East    Units  Estimated Accuracy
 HX1141;SPC WV S     -   137,970.      611,450.      MT  (+/- 180 meters Scaled)
 HX1141
 HX1141                          SUPERSEDED SURVEY CONTROL
 HX1141
 HX1141  NGVD 29 (??/??/92)  564.619  (m)         1852.42   (f) ADJ UNCH    2 0
 HX1141
 HX1141.Superseded values are not recommended for survey control.
 HX1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1141.See file dsdata.txt to determine how the superseded data were derived.
 HX1141
 HX1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC114327(NAD 83)
 HX1141_MARKER: DB = BENCH MARK DISK
 HX1141_SETTING: 66 = SET IN ROCK OUTCROP
 HX1141_SP_SET: ROCK CUT
 HX1141_STAMPING: R 223 1961
 HX1141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1141+STABILITY: POSITION/ELEVATION WELL
 HX1141
 HX1141  HISTORY     - Date     Condition        Report By
 HX1141  HISTORY     - 1961     MONUMENTED       CGS
 HX1141
 HX1141                          STATION DESCRIPTION
 HX1141
 HX1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1141'4.3 MI SW FROM SUMMERSVILLE.
 HX1141'ABOUT 3.55 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1141'AT SUMMERSVILLE, THENCE 0.75 MILE WEST ALONG A BLACK TOP ROAD,
 HX1141'0.15 MILE EAST OF THE JUNCTION OF A BLACK TOP ROAD LEADING
 HX1141'SOUTH, SET VERTICALLY IN THE NORTH FACE OF A SMALL ROCK CUT, AT
 HX1141'THE JUNCTION OF A DRIVE LEADING SOUTH TO A CONCRETE BLACK HOUSE,
 HX1141'19 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 88 FEET SOUTHWEST
 HX1141'OF THE CENTER OF THE JUNCTION, 33 FEET EAST OF THE WEST END OF THE
 HX1141'ROCK AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1095 ***********************************************************************
 HX1095  DESIGNATION -  R 224
 HX1095  PID         -  HX1095
 HX1095  STATE/COUNTY-  WV/NICHOLAS
 HX1095  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1095
 HX1095                         *CURRENT SURVEY CONTROL
 HX1095  ___________________________________________________________________
 HX1095* NAD 83(1986)-  38 17 46.     (N)    080 49 35.     (W)     SCALED    
 HX1095* NAVD 88     -       548.179  (meters)    1798.48   (feet)  ADJUSTED  
 HX1095  ___________________________________________________________________
 HX1095  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 HX1095  DYNAMIC HT  -         547.760 (meters)    1797.11  (feet)  COMP
 HX1095  MODELED GRAV-     979,848.3   (mgal)                       NAVD 88
 HX1095
 HX1095  VERT ORDER  -  SECOND    CLASS 0
 HX1095
 HX1095.The horizontal coordinates were scaled from a topographic map and have
 HX1095.an estimated accuracy of +/- 6 seconds.
 HX1095
 HX1095.The orthometric height was determined by differential leveling
 HX1095.and adjusted by the National Geodetic Survey in June 1991..
 HX1095
 HX1095.The geoid height was determined by GEOID03.
 HX1095
 HX1095.The dynamic height is computed by dividing the NAVD 88
 HX1095.geopotential number by the normal gravity value computed on the
 HX1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1095.degrees latitude (g = 980.6199 gals.).
 HX1095
 HX1095.The modeled gravity was interpolated from observed gravity values.
 HX1095
 HX1095;                    North         East    Units  Estimated Accuracy
 HX1095;SPC WV S     -   143,870.      615,190.      MT  (+/- 180 meters Scaled)
 HX1095
 HX1095                          SUPERSEDED SURVEY CONTROL
 HX1095
 HX1095  NGVD 29 (??/??/92)  548.332  (m)         1798.99   (f) ADJ UNCH    2 0
 HX1095
 HX1095.Superseded values are not recommended for survey control.
 HX1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1095.See file dsdata.txt to determine how the superseded data were derived.
 HX1095
 HX1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC151386(NAD 83)
 HX1095_MARKER: DB = BENCH MARK DISK
 HX1095_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1095_SP_SET: UNSPECIFIED ROCK
 HX1095_STAMPING: R 224 1961
 HX1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1095
 HX1095  HISTORY     - Date     Condition        Report By
 HX1095  HISTORY     - 1961     MONUMENTED       CGS
 HX1095  HISTORY     - 1984     GOOD             LOCSUR
 HX1095
 HX1095                          STATION DESCRIPTION
 HX1095
 HX1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1095'2.1 MI NE FROM SUMMERSVILLE.
 HX1095'ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1095'AT SUMMERSVILLE, THENCE 0.85 MILE EAST ALONG A GRADED ROAD,
 HX1095'(OLD WEBSTER ROAD), SET VERTICALLY IN THE SOUTHEAST FACE OF A
 HX1095'6-BY-12 FOOT ROCK PROJECTING OUT OF THE NORTHWEST BANK, NEAR
 HX1095'THE JUNCTION OF A DRIVEWAY, 15 FEET NORTHWEST OF THE CENTER
 HX1095'LINE OF THE ROAD, 27 FEET WEST OF THE CENTER LINE OF THE
 HX1095'DRIVE, 3 FEET WEST OF THE EAST END OF THE ROCK AND 2 FEET ABOVE
 HX1095'THE LEVEL OF THE ROAD.
 HX1095
 HX1095                          STATION RECOVERY (1984)
 HX1095
 HX1095'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 HX1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1227 ***********************************************************************
 HX1227  DESIGNATION -  R 225
 HX1227  PID         -  HX1227
 HX1227  STATE/COUNTY-  WV/NICHOLAS
 HX1227  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1227
 HX1227                         *CURRENT SURVEY CONTROL
 HX1227  ___________________________________________________________________
 HX1227* NAD 83(1986)-  38 16 03.     (N)    080 48 35.     (W)     SCALED    
 HX1227* NAVD 88     -       560.674  (meters)    1839.48   (feet)  ADJUSTED  
 HX1227  ___________________________________________________________________
 HX1227  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 HX1227  DYNAMIC HT  -         560.241 (meters)    1838.06  (feet)  COMP
 HX1227  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 HX1227
 HX1227  VERT ORDER  -  SECOND    CLASS 0
 HX1227
 HX1227.The horizontal coordinates were scaled from a topographic map and have
 HX1227.an estimated accuracy of +/- 6 seconds.
 HX1227
 HX1227.The orthometric height was determined by differential leveling
 HX1227.and adjusted by the National Geodetic Survey in June 1991..
 HX1227
 HX1227.The geoid height was determined by GEOID03.
 HX1227
 HX1227.The dynamic height is computed by dividing the NAVD 88
 HX1227.geopotential number by the normal gravity value computed on the
 HX1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1227.degrees latitude (g = 980.6199 gals.).
 HX1227
 HX1227.The modeled gravity was interpolated from observed gravity values.
 HX1227
 HX1227;                    North         East    Units  Estimated Accuracy
 HX1227;SPC WV S     -   140,700.      616,650.      MT  (+/- 180 meters Scaled)
 HX1227
 HX1227                          SUPERSEDED SURVEY CONTROL
 HX1227
 HX1227  NGVD 29 (??/??/92)  560.830  (m)         1839.99   (f) ADJ UNCH    2 0
 HX1227
 HX1227.Superseded values are not recommended for survey control.
 HX1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1227.See file dsdata.txt to determine how the superseded data were derived.
 HX1227
 HX1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC166355(NAD 83)
 HX1227_MARKER: DB = BENCH MARK DISK
 HX1227_SETTING: 80 = SET IN A BOULDER
 HX1227_SP_SET: BOULDER
 HX1227_STAMPING: R 225 1961
 HX1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1227+STABILITY: SURFACE MOTION
 HX1227
 HX1227  HISTORY     - Date     Condition        Report By
 HX1227  HISTORY     - 1961     MONUMENTED       CGS
 HX1227
 HX1227                          STATION DESCRIPTION
 HX1227
 HX1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1227'3.2 MI SE FROM SUMMERSVILLE.
 HX1227'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1227'AT SUMMERSVILLE, THENCE 2.9 MILES SOUTHEAST ALONG STATE HIGHWAY
 HX1227'39, 0.75 MILE SOUTHEAST OF THE SOUTHEAST END OF THE HIGHWAY BRIDGE
 HX1227'OVER THE GAULEY RIVER, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 HX1227'BOULDER THAT IS 25 FEET HIGH AND 15 FEET WIDE, 21 FEET NORTHWEST
 HX1227'OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTHEAST OF THE
 HX1227'SOUTHWEST END OF THE BOULDER AND 4 FEET ABOVE THE LEVEL OF THE
 HX1227'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1040 ***********************************************************************
 HX1040  DESIGNATION -  R 226
 HX1040  PID         -  HX1040
 HX1040  STATE/COUNTY-  WV/NICHOLAS
 HX1040  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1040
 HX1040                         *CURRENT SURVEY CONTROL
 HX1040  ___________________________________________________________________
 HX1040* NAD 83(1986)-  38 20 01.     (N)    080 38 28.     (W)     SCALED    
 HX1040* NAVD 88     -       681.623  (meters)    2236.29   (feet)  ADJUSTED  
 HX1040  ___________________________________________________________________
 HX1040  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HX1040  DYNAMIC HT  -         681.094 (meters)    2234.56  (feet)  COMP
 HX1040  MODELED GRAV-     979,828.8   (mgal)                       NAVD 88
 HX1040
 HX1040  VERT ORDER  -  SECOND    CLASS 0
 HX1040
 HX1040.The horizontal coordinates were scaled from a topographic map and have
 HX1040.an estimated accuracy of +/- 6 seconds.
 HX1040
 HX1040.The orthometric height was determined by differential leveling
 HX1040.and adjusted by the National Geodetic Survey in June 1991..
 HX1040
 HX1040.The geoid height was determined by GEOID03.
 HX1040
 HX1040.The dynamic height is computed by dividing the NAVD 88
 HX1040.geopotential number by the normal gravity value computed on the
 HX1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1040.degrees latitude (g = 980.6199 gals.).
 HX1040
 HX1040.The modeled gravity was interpolated from observed gravity values.
 HX1040
 HX1040;                    North         East    Units  Estimated Accuracy
 HX1040;SPC WV S     -   148,080.      631,380.      MT  (+/- 180 meters Scaled)
 HX1040
 HX1040                          SUPERSEDED SURVEY CONTROL
 HX1040
 HX1040  NGVD 29 (??/??/92)  681.768  (m)         2236.77   (f) ADJ UNCH    2 0
 HX1040
 HX1040.Superseded values are not recommended for survey control.
 HX1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1040.See file dsdata.txt to determine how the superseded data were derived.
 HX1040
 HX1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC313428(NAD 83)
 HX1040_MARKER: DB = BENCH MARK DISK
 HX1040_SETTING: 66 = SET IN ROCK OUTCROP
 HX1040_SP_SET: ROCK OUTCROP
 HX1040_STAMPING: R 226 1961
 HX1040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1040+STABILITY: POSITION/ELEVATION WELL
 HX1040
 HX1040  HISTORY     - Date     Condition        Report By
 HX1040  HISTORY     - 1961     MONUMENTED       CGS
 HX1040
 HX1040                          STATION DESCRIPTION
 HX1040
 HX1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1040'0.7 MI NE FROM CRAIGSVILLE.
 HX1040'ABOUT 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 41 FROM THE JUNCTION
 HX1040'OF STATE HIGHWAY 20 AT CRAIGSVILLE, 0.1 MILE SOUTHWEST OF A
 HX1040'25 FOOT BRIDGE OVER CHERRY RUN, SET ON THE TOP OF A 6-BY-6-FOOT
 HX1040'OUTCROP THAT IS AT THE SOUTHWEST END OF A 40 YARDS LONG CUT, 18 FEET
 HX1040'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET NORTHEAST
 HX1040'OF TELEPHONE POLE NO. 90-684, 3 FEET SOUTHEAST OF THE NORTHWEST
 HX1040'EDGE OF THE ROCK, AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1253 ***********************************************************************
 HX1253  DESIGNATION -  R 227
 HX1253  PID         -  HX1253
 HX1253  STATE/COUNTY-  WV/NICHOLAS
 HX1253  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1253
 HX1253                         *CURRENT SURVEY CONTROL
 HX1253  ___________________________________________________________________
 HX1253* NAD 83(1986)-  38 15 30.     (N)    080 38 50.     (W)     SCALED    
 HX1253* NAVD 88     -       756.549  (meters)    2482.11   (feet)  ADJUSTED  
 HX1253  ___________________________________________________________________
 HX1253  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX1253  DYNAMIC HT  -         755.944 (meters)    2480.13  (feet)  COMP
 HX1253  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 HX1253
 HX1253  VERT ORDER  -  SECOND    CLASS 0
 HX1253
 HX1253.The horizontal coordinates were scaled from a topographic map and have
 HX1253.an estimated accuracy of +/- 6 seconds.
 HX1253
 HX1253.The orthometric height was determined by differential leveling
 HX1253.and adjusted by the National Geodetic Survey in June 1991..
 HX1253
 HX1253.The geoid height was determined by GEOID03.
 HX1253
 HX1253.The dynamic height is computed by dividing the NAVD 88
 HX1253.geopotential number by the normal gravity value computed on the
 HX1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1253.degrees latitude (g = 980.6199 gals.).
 HX1253
 HX1253.The modeled gravity was interpolated from observed gravity values.
 HX1253
 HX1253;                    North         East    Units  Estimated Accuracy
 HX1253;SPC WV S     -   139,720.      630,870.      MT  (+/- 180 meters Scaled)
 HX1253
 HX1253                          SUPERSEDED SURVEY CONTROL
 HX1253
 HX1253  NGVD 29 (??/??/92)  756.692  (m)         2482.58   (f) ADJ UNCH    2 0
 HX1253
 HX1253.Superseded values are not recommended for survey control.
 HX1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1253.See file dsdata.txt to determine how the superseded data were derived.
 HX1253
 HX1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC308345(NAD 83)
 HX1253_MARKER: DB = BENCH MARK DISK
 HX1253_SETTING: 66 = SET IN ROCK OUTCROP
 HX1253_SP_SET: ROCK OUTCROP
 HX1253_STAMPING: R 227 1961
 HX1253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1253+STABILITY: POSITION/ELEVATION WELL
 HX1253
 HX1253  HISTORY     - Date     Condition        Report By
 HX1253  HISTORY     - 1961     MONUMENTED       CGS
 HX1253
 HX1253                          STATION DESCRIPTION
 HX1253
 HX1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1253'7.3 MI NE FROM NETTIE.
 HX1253'ABOUT 3.8 MILES EAST ALONG STATE HIGHWAY 39 AND 20 FROM THE
 HX1253'JUNCTION OF STATE HIGHWAY 20 LEADING SOUTH AT NETTIE, THENCE 3.5
 HX1253'MILES NORTH ALONG COUNTY ROADS 8 AND 9, AT THE RICHWOOD AIRPORT,
 HX1253'ALONG THE NORTH SIDE OF THE EAST-WEST (ONLY) RUNWAY, 210 YARDS
 HX1253'WEST OF THE CENTER LINE OF THE AIRPORT DRIVE, 110 YARDS NORTHEAST
 HX1253'AND ACROSS THE RUNWAY FROM THE NORTHEAST CORNER OF A HANGAR WITH
 HX1253'METAL SIDING, SET ON THE TOP OF THE HIGHEST ONE OF SEVERAL
 HX1253'OUTCROP AND 2 FEET ABOVE THE LEVEL OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0932 ***********************************************************************
 HX0932  DESIGNATION -  R 228
 HX0932  PID         -  HX0932
 HX0932  STATE/COUNTY-  WV/GREENBRIER
 HX0932  USGS QUAD   -  TROUT (1995)
 HX0932
 HX0932                         *CURRENT SURVEY CONTROL
 HX0932  ___________________________________________________________________
 HX0932* NAD 83(1986)-  38 03 54.     (N)    080 29 24.     (W)     SCALED    
 HX0932* NAVD 88     -      1275.873  (meters)    4185.93   (feet)  ADJUSTED  
 HX0932  ___________________________________________________________________
 HX0932  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HX0932  DYNAMIC HT  -        1274.746 (meters)    4182.23  (feet)  COMP
 HX0932  MODELED GRAV-     979,700.2   (mgal)                       NAVD 88
 HX0932
 HX0932  VERT ORDER  -  SECOND    CLASS 0
 HX0932
 HX0932.The horizontal coordinates were scaled from a topographic map and have
 HX0932.an estimated accuracy of +/- 6 seconds.
 HX0932
 HX0932.The orthometric height was determined by differential leveling
 HX0932.and adjusted by the National Geodetic Survey in June 1991..
 HX0932
 HX0932.The geoid height was determined by GEOID03.
 HX0932
 HX0932.The dynamic height is computed by dividing the NAVD 88
 HX0932.geopotential number by the normal gravity value computed on the
 HX0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0932.degrees latitude (g = 980.6199 gals.).
 HX0932
 HX0932.The modeled gravity was interpolated from observed gravity values.
 HX0932
 HX0932;                    North         East    Units  Estimated Accuracy
 HX0932;SPC WV S     -   118,330.      644,750.      MT  (+/- 180 meters Scaled)
 HX0932
 HX0932                          SUPERSEDED SURVEY CONTROL
 HX0932
 HX0932  NGVD 29 (??/??/92) 1275.972  (m)         4186.25   (f) ADJ UNCH    2 0
 HX0932
 HX0932.Superseded values are not recommended for survey control.
 HX0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0932.See file dsdata.txt to determine how the superseded data were derived.
 HX0932
 HX0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC447131(NAD 83)
 HX0932_MARKER: DB = BENCH MARK DISK
 HX0932_SETTING: 66 = SET IN ROCK OUTCROP
 HX0932_SP_SET: ROCK OUTCROP
 HX0932_STAMPING: R 228 1961
 HX0932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0932+STABILITY: POSITION/ELEVATION WELL
 HX0932
 HX0932  HISTORY     - Date     Condition        Report By
 HX0932  HISTORY     - 1961     MONUMENTED       CGS
 HX0932
 HX0932                          STATION DESCRIPTION
 HX0932
 HX0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0932'6.4 MI SE FROM CLEARCO.
 HX0932'0.35 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX0932'AT CLEARCO, THENCE 6.1 MILES SOUTHEAST ALONG A GRADED ROAD,
 HX0932'1.3 MILES EAST OF A Y JUNCTION FORMED BY THE MAIN ROAD AND
 HX0932'A NARROW ROAD LEADING TO THE GRASSY KNOB FIRE TOWER, ON THE
 HX0932'OUTSIDE AND ABOUT 40 YARDS NORTHEAST OF THE NORTHEAST END OF
 HX0932'A CURVE, AT A SMALL CLEARING, SET ON TOP AND ABOUT IN THE CENTER
 HX0932'OF A LARGE OUTCROP THAT IS 10 FEET LONG AND 4 FEET WIDE AND
 HX0932'PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND, 30 FEET SOUTHEAST
 HX0932'OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A METAL WITNESS
 HX0932'POST AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1274 ***********************************************************************
 HX1274  DESIGNATION -  R 229
 HX1274  PID         -  HX1274
 HX1274  STATE/COUNTY-  WV/GREENBRIER
 HX1274  USGS QUAD   -  QUINWOOD (1995)
 HX1274
 HX1274                         *CURRENT SURVEY CONTROL
 HX1274  ___________________________________________________________________
 HX1274* NAD 83(1986)-  38 00 16.     (N)    080 44 04.     (W)     SCALED    
 HX1274* NAVD 88     -       755.429  (meters)    2478.44   (feet)  ADJUSTED  
 HX1274  ___________________________________________________________________
 HX1274  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX1274  DYNAMIC HT  -         754.806 (meters)    2476.39  (feet)  COMP
 HX1274  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 HX1274
 HX1274  VERT ORDER  -  SECOND    CLASS 0
 HX1274
 HX1274.The horizontal coordinates were scaled from a topographic map and have
 HX1274.an estimated accuracy of +/- 6 seconds.
 HX1274
 HX1274.The orthometric height was determined by differential leveling
 HX1274.and adjusted by the National Geodetic Survey in June 1991..
 HX1274
 HX1274.The geoid height was determined by GEOID03.
 HX1274
 HX1274.The dynamic height is computed by dividing the NAVD 88
 HX1274.geopotential number by the normal gravity value computed on the
 HX1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1274.degrees latitude (g = 980.6199 gals.).
 HX1274
 HX1274.The modeled gravity was interpolated from observed gravity values.
 HX1274
 HX1274;                    North         East    Units  Estimated Accuracy
 HX1274;SPC WV S     -   111,520.      623,320.      MT  (+/- 180 meters Scaled)
 HX1274
 HX1274                          SUPERSEDED SURVEY CONTROL
 HX1274
 HX1274  NGVD 29 (??/??/92)  755.573  (m)         2478.91   (f) ADJ UNCH    2 0
 HX1274
 HX1274.Superseded values are not recommended for survey control.
 HX1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1274.See file dsdata.txt to determine how the superseded data were derived.
 HX1274
 HX1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC233063(NAD 83)
 HX1274_MARKER: DB = BENCH MARK DISK
 HX1274_SETTING: 66 = SET IN ROCK OUTCROP
 HX1274_SP_SET: ROCK LEDGE
 HX1274_STAMPING: R 229 1961
 HX1274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1274+STABILITY: POSITION/ELEVATION WELL
 HX1274
 HX1274  HISTORY     - Date     Condition        Report By
 HX1274  HISTORY     - 1961     MONUMENTED       CGS
 HX1274
 HX1274                          STATION DESCRIPTION
 HX1274
 HX1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1274'0.2 MI N FROM CHARMCO.
 HX1274'ABOUT 0.25 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 HX1274'U.S. HIGHWAY 60 AT CHARMCO, AT THE NORTH EDGE OF THE SMALL VILLAGE
 HX1274'OF CHARMCO, 31 YARDS SOUTH OF THE JUNCTION OF A DRIVE TO A WHITE
 HX1274'HOUSE, SET ON THE TOP OF A ROCK LEDGE ABOUT 1 1/2 FEET LONG
 HX1274'AND 1/2 FOOT WIDE, AND NEAR THE EAST FACE OF A ROCK CUT, 3 1/2
 HX1274'FEET WEST OF THE WEST CURB LINE OF THE HIGHWAY, 12 FEET SOUTH OF
 HX1274'THE NORTH END OF THE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF THE
 HX1274'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0240 ***********************************************************************
 JX0240  DESIGNATION -  R 23
 JX0240  PID         -  JX0240
 JX0240  STATE/COUNTY-  WV/WETZEL
 JX0240  USGS QUAD   -  FOLSOM (1976)
 JX0240
 JX0240                         *CURRENT SURVEY CONTROL
 JX0240  ___________________________________________________________________
 JX0240* NAD 83(1986)-  39 29 41.     (N)    080 33 39.     (W)     SCALED    
 JX0240* NAVD 88     -       254.976  (meters)     836.53   (feet)  ADJUSTED  
 JX0240  ___________________________________________________________________
 JX0240  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JX0240  DYNAMIC HT  -         254.825 (meters)     836.04  (feet)  COMP
 JX0240  MODELED GRAV-     980,024.6   (mgal)                       NAVD 88
 JX0240
 JX0240  VERT ORDER  -  SECOND    CLASS 0
 JX0240
 JX0240.The horizontal coordinates were scaled from a topographic map and have
 JX0240.an estimated accuracy of +/- 6 seconds.
 JX0240
 JX0240.The orthometric height was determined by differential leveling
 JX0240.and adjusted by the National Geodetic Survey in June 1991..
 JX0240.WARNING-Repeat measurements at this control monument indicate possible
 JX0240.vertical movement.
 JX0240
 JX0240.The geoid height was determined by GEOID03.
 JX0240
 JX0240.The dynamic height is computed by dividing the NAVD 88
 JX0240.geopotential number by the normal gravity value computed on the
 JX0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0240.degrees latitude (g = 980.6199 gals.).
 JX0240
 JX0240.The modeled gravity was interpolated from observed gravity values.
 JX0240
 JX0240;                    North         East    Units  Estimated Accuracy
 JX0240;SPC WV N     -   110,970.      508,750.      MT  (+/- 180 meters Scaled)
 JX0240
 JX0240                          SUPERSEDED SURVEY CONTROL
 JX0240
 JX0240  NGVD 29 (??/??/92)  255.135  (m)          837.06   (f) ADJ UNCH    2 0
 JX0240
 JX0240.Superseded values are not recommended for survey control.
 JX0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0240.See file dsdata.txt to determine how the superseded data were derived.
 JX0240
 JX0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND377717(NAD 83)
 JX0240_MARKER: DB = BENCH MARK DISK
 JX0240_SETTING: 0 = UNSPECIFIED SETTING
 JX0240_STAMPING: R 23 1935
 JX0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0240
 JX0240  HISTORY     - Date     Condition        Report By
 JX0240  HISTORY     - 1935     MONUMENTED       CGS
 JX0240  HISTORY     - 1957     GOOD             NGS
 JX0240
 JX0240                          STATION DESCRIPTION
 JX0240
 JX0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0240'AT SMITHFIELD.
 JX0240'AT SMITHFIELD, ALONG THE BALTIMORE AND OHIO RAILROAD, 14 1/2 FEET
 JX0240'EAST OF EAST RAIL, 131 FEET SOUTH OF CENTER OF CROSSING OF TRACK
 JX0240'AND A BLACK TOP STREET, 158 1/2 FEET SOUTH AND ACROSS STREET
 JX0240'FROM THE SOUTHWEST CORNER OF THE STATION, 30 1/2 FEET NORTHWEST
 JX0240'OF NORTHWEST CORNER OF A CONCRETE BLOCK GARAGE, AND ABOUT 2 FEET
 JX0240'BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0653 ***********************************************************************
 GX0653  DESIGNATION -  R 230
 GX0653  PID         -  GX0653
 GX0653  STATE/COUNTY-  WV/GREENBRIER
 GX0653  USGS QUAD   -  CORNSTALK (1981)
 GX0653
 GX0653                         *CURRENT SURVEY CONTROL
 GX0653  ___________________________________________________________________
 GX0653* NAD 83(1986)-  37 57 23.     (N)    080 31 37.     (W)     SCALED    
 GX0653* NAVD 88     -       685.835  (meters)    2250.11   (feet)  ADJUSTED  
 GX0653  ___________________________________________________________________
 GX0653  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX0653  DYNAMIC HT  -         685.269 (meters)    2248.25  (feet)  COMP
 GX0653  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 GX0653
 GX0653  VERT ORDER  -  SECOND    CLASS 0
 GX0653
 GX0653.The horizontal coordinates were scaled from a topographic map and have
 GX0653.an estimated accuracy of +/- 6 seconds.
 GX0653
 GX0653.The orthometric height was determined by differential leveling
 GX0653.and adjusted by the National Geodetic Survey in June 1991..
 GX0653
 GX0653.The geoid height was determined by GEOID03.
 GX0653
 GX0653.The dynamic height is computed by dividing the NAVD 88
 GX0653.geopotential number by the normal gravity value computed on the
 GX0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0653.degrees latitude (g = 980.6199 gals.).
 GX0653
 GX0653.The modeled gravity was interpolated from observed gravity values.
 GX0653
 GX0653;                    North         East    Units  Estimated Accuracy
 GX0653;SPC WV S     -   106,250.      641,570.      MT  (+/- 180 meters Scaled)
 GX0653
 GX0653                          SUPERSEDED SURVEY CONTROL
 GX0653
 GX0653  NGVD 29 (??/??/92)  685.984  (m)         2250.60   (f) ADJ UNCH    2 0
 GX0653
 GX0653.Superseded values are not recommended for survey control.
 GX0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0653.See file dsdata.txt to determine how the superseded data were derived.
 GX0653
 GX0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC415010(NAD 83)
 GX0653_MARKER: DB = BENCH MARK DISK
 GX0653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0653_SP_SET: CULVERT
 GX0653_STAMPING: R 230 1961
 GX0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0653
 GX0653  HISTORY     - Date     Condition        Report By
 GX0653  HISTORY     - 1961     MONUMENTED       CGS
 GX0653
 GX0653                          STATION DESCRIPTION
 GX0653
 GX0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0653'0.8 MI NE FROM CORNSTALK.
 GX0653'ABOUT 0.75 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 GX0653'OFFICE AND GENERAL STORE AT CORNSTALK, SET ON THE TOP OF THE
 GX0653'SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A 10 FOOT
 GX0653'BOX CULVERT OVER STONY RUN, 10 FEET NORTHWEST OF THE CENTER LINE
 GX0653'OF THE ROAD, 0.5 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 GX0653'HEADWALL AND 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0171 ***********************************************************************
 GX0171  DESIGNATION -  R 231
 GX0171  PID         -  GX0171
 GX0171  STATE/COUNTY-  WV/GREENBRIER
 GX0171  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0171
 GX0171                         *CURRENT SURVEY CONTROL
 GX0171  ___________________________________________________________________
 GX0171* NAD 83(1986)-  37 55 35.     (N)    080 23 11.     (W)     SCALED    
 GX0171* NAVD 88     -       668.253  (meters)    2192.43   (feet)  ADJUSTED  
 GX0171  ___________________________________________________________________
 GX0171  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX0171  DYNAMIC HT  -         667.701 (meters)    2190.62  (feet)  COMP
 GX0171  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 GX0171
 GX0171  VERT ORDER  -  FIRST     CLASS II
 GX0171
 GX0171.The horizontal coordinates were scaled from a topographic map and have
 GX0171.an estimated accuracy of +/- 6 seconds.
 GX0171
 GX0171.The orthometric height was determined by differential leveling
 GX0171.and adjusted by the National Geodetic Survey in June 1991..
 GX0171
 GX0171.The geoid height was determined by GEOID03.
 GX0171
 GX0171.The dynamic height is computed by dividing the NAVD 88
 GX0171.geopotential number by the normal gravity value computed on the
 GX0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0171.degrees latitude (g = 980.6199 gals.).
 GX0171
 GX0171.The modeled gravity was interpolated from observed gravity values.
 GX0171
 GX0171;                    North         East    Units  Estimated Accuracy
 GX0171;SPC WV S     -   103,000.      653,950.      MT  (+/- 180 meters Scaled)
 GX0171
 GX0171                          SUPERSEDED SURVEY CONTROL
 GX0171
 GX0171  NGVD 29 (??/??/92)  668.415  (m)         2192.96   (f) ADJ UNCH    1 2
 GX0171
 GX0171.Superseded values are not recommended for survey control.
 GX0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0171.See file dsdata.txt to determine how the superseded data were derived.
 GX0171
 GX0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB539978(NAD 83)
 GX0171_MARKER: DB = BENCH MARK DISK
 GX0171_SETTING: 66 = SET IN ROCK OUTCROP
 GX0171_SP_SET: ROCK
 GX0171_STAMPING: R 231 1961
 GX0171_MARK LOGO: CGS   
 GX0171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0171+STABILITY: POSITION/ELEVATION WELL
 GX0171
 GX0171  HISTORY     - Date     Condition        Report By
 GX0171  HISTORY     - 1961     MONUMENTED       CGS
 GX0171  HISTORY     - 1983     GOOD             NGS
 GX0171
 GX0171                          STATION DESCRIPTION
 GX0171
 GX0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0171'AT FRANKFORD.
 GX0171'AT FRANKFORD, 0.1 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE
 GX0171'FRANKFORD PRESBYTERIAN CHURCH, THENCE 0.15 MILE WEST ALONG A
 GX0171'BLACK TOP ROAD, NEAR THE TOP OF A LONG HILL, SET IN THE TOP
 GX0171'OF A SLOPING ROCK THAT IS 4 FEET LONG AND 2 1/2 FEET WIDE, 15
 GX0171'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 19 FEET WEST
 GX0171'OF THE WEST CORNER OF AN OLD STORE BUILDING, 12 FEET SOUTH OF
 GX0171'POWER LINE POLE NO. FA 4, AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
 GX0171
 GX0171                          STATION RECOVERY (1983)
 GX0171
 GX0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0948 ***********************************************************************
 HX0948  DESIGNATION -  R 232
 HX0948  PID         -  HX0948
 HX0948  STATE/COUNTY-  WV/GREENBRIER
 HX0948  USGS QUAD   -  TROUT (1995)
 HX0948
 HX0948                         *CURRENT SURVEY CONTROL
 HX0948  ___________________________________________________________________
 HX0948* NAD 83(1986)-  38 00 56.     (N)    080 23 07.     (W)     SCALED    
 HX0948* NAVD 88     -       615.389  (meters)    2018.99   (feet)  ADJUSTED  
 HX0948  ___________________________________________________________________
 HX0948  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HX0948  DYNAMIC HT  -         614.889 (meters)    2017.35  (feet)  COMP
 HX0948  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 HX0948
 HX0948  VERT ORDER  -  SECOND    CLASS 0
 HX0948
 HX0948.The horizontal coordinates were scaled from a topographic map and have
 HX0948.an estimated accuracy of +/- 6 seconds.
 HX0948
 HX0948.The orthometric height was determined by differential leveling
 HX0948.and adjusted by the National Geodetic Survey in June 1991..
 HX0948
 HX0948.The geoid height was determined by GEOID03.
 HX0948
 HX0948.The dynamic height is computed by dividing the NAVD 88
 HX0948.geopotential number by the normal gravity value computed on the
 HX0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0948.degrees latitude (g = 980.6199 gals.).
 HX0948
 HX0948.The modeled gravity was interpolated from observed gravity values.
 HX0948
 HX0948;                    North         East    Units  Estimated Accuracy
 HX0948;SPC WV S     -   112,890.      653,980.      MT  (+/- 180 meters Scaled)
 HX0948
 HX0948                          SUPERSEDED SURVEY CONTROL
 HX0948
 HX0948  NGVD 29 (??/??/92)  615.533  (m)         2019.46   (f) ADJ UNCH    2 0
 HX0948
 HX0948.Superseded values are not recommended for survey control.
 HX0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0948.See file dsdata.txt to determine how the superseded data were derived.
 HX0948
 HX0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC539077(NAD 83)
 HX0948_MARKER: DB = BENCH MARK DISK
 HX0948_SETTING: 66 = SET IN ROCK OUTCROP
 HX0948_SP_SET: ROCK LEDGE
 HX0948_STAMPING: R 232 1961
 HX0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0948+STABILITY: POSITION/ELEVATION WELL
 HX0948
 HX0948  HISTORY     - Date     Condition        Report By
 HX0948  HISTORY     - 1961     MONUMENTED       CGS
 HX0948
 HX0948                          STATION DESCRIPTION
 HX0948
 HX0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0948'3.3 MI E FROM FRIARS HILL.
 HX0948'3.3 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 HX0948'FRIARS HILL, 0.25 MILE WEST OF A BLACK TOP ROAD INTERSECTION, ON
 HX0948'THE EAST SLOPE OF A HILL, AT THE INSIDE OF A CURVE, ABOUT 75
 HX0948'FEET WEST OF THE JUNCTION OF A PRIVATE ROAD LEADING NORTHWEST UP
 HX0948'A VALLEY, SET ON THE TOP OF A ROCK LEDGE THAT IS ABOUT 4 FEET
 HX0948'LONG AND 1 FOOT WIDE, 18 FEET SOUTH OF THE CENTER LINE OF THE
 HX0948'ROAD, 1 FOOT WEST OF THE EAST END OF THE ROCK AND 5 FEET ABOVE
 HX0948'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1336 ***********************************************************************
 HX1336  DESIGNATION -  R 233
 HX1336  PID         -  HX1336
 HX1336  STATE/COUNTY-  WV/GREENBRIER
 HX1336  USGS QUAD   -  DUO (1995)
 HX1336
 HX1336                         *CURRENT SURVEY CONTROL
 HX1336  ___________________________________________________________________
 HX1336* NAD 83(1986)-  38 05 23.     (N)    080 36 05.     (W)     SCALED    
 HX1336* NAVD 88     -       994.968  (meters)    3264.32   (feet)  ADJUSTED  
 HX1336  ___________________________________________________________________
 HX1336  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HX1336  DYNAMIC HT  -         994.126 (meters)    3261.56  (feet)  COMP
 HX1336  MODELED GRAV-     979,747.1   (mgal)                       NAVD 88
 HX1336
 HX1336  VERT ORDER  -  SECOND    CLASS 0
 HX1336
 HX1336.The horizontal coordinates were scaled from a topographic map and have
 HX1336.an estimated accuracy of +/- 6 seconds.
 HX1336
 HX1336.The orthometric height was determined by differential leveling
 HX1336.and adjusted by the National Geodetic Survey in June 1991..
 HX1336
 HX1336.The geoid height was determined by GEOID03.
 HX1336
 HX1336.The dynamic height is computed by dividing the NAVD 88
 HX1336.geopotential number by the normal gravity value computed on the
 HX1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1336.degrees latitude (g = 980.6199 gals.).
 HX1336
 HX1336.The modeled gravity was interpolated from observed gravity values.
 HX1336
 HX1336;                    North         East    Units  Estimated Accuracy
 HX1336;SPC WV S     -   121,020.      634,970.      MT  (+/- 180 meters Scaled)
 HX1336
 HX1336                          SUPERSEDED SURVEY CONTROL
 HX1336
 HX1336  NGVD 29 (??/??/92)  995.095  (m)         3264.74   (f) ADJ UNCH    2 0
 HX1336
 HX1336.Superseded values are not recommended for survey control.
 HX1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1336.See file dsdata.txt to determine how the superseded data were derived.
 HX1336
 HX1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC349158(NAD 83)
 HX1336_MARKER: DB = BENCH MARK DISK
 HX1336_SETTING: 66 = SET IN ROCK OUTCROP
 HX1336_SP_SET: ROCK CUT
 HX1336_STAMPING: R 233 1961
 HX1336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1336+STABILITY: POSITION/ELEVATION WELL
 HX1336
 HX1336  HISTORY     - Date     Condition        Report By
 HX1336  HISTORY     - 1961     MONUMENTED       CGS
 HX1336
 HX1336                          STATION DESCRIPTION
 HX1336
 HX1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1336'1.6 MI N FROM DUO.
 HX1336'ABOUT 1.35 MILES NORTH ALONG A BLACK TOP ROAD FROM THE T JUNCTION
 HX1336'OF ROADS AT DUO, THENCE 0.25 MILE NORTH ALONG A GRADED ROAD,
 HX1336'0.2 MILE NORTH OF A Y FORK, AT THE OUTSIDE OF A CURVE, SET
 HX1336'VERTICALLY IN THE EAST FACE OF A ROCK THAT IS 9 FEET LONG AND
 HX1336'5 FEET HIGH AND PROJECTS OUT OF A 12 FOOT CUT, 19 FEET WEST OF
 HX1336'THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF THE SOUTH END OF THE
 HX1336'ROCK AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1289 ***********************************************************************
 HX1289  DESIGNATION -  R 234
 HX1289  PID         -  HX1289
 HX1289  STATE/COUNTY-  WV/NICHOLAS
 HX1289  USGS QUAD   -  QUINWOOD (1995)
 HX1289
 HX1289                         *CURRENT SURVEY CONTROL
 HX1289  ___________________________________________________________________
 HX1289* NAD 83(1986)-  38 07 20.     (N)    080 40 20.     (W)     SCALED    
 HX1289* NAVD 88     -       859.272  (meters)    2819.13   (feet)  ADJUSTED  
 HX1289  ___________________________________________________________________
 HX1289  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX1289  DYNAMIC HT  -         858.564 (meters)    2816.81  (feet)  COMP
 HX1289  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 HX1289
 HX1289  VERT ORDER  -  SECOND    CLASS 0
 HX1289
 HX1289.The horizontal coordinates were scaled from a topographic map and have
 HX1289.an estimated accuracy of +/- 6 seconds.
 HX1289
 HX1289.The orthometric height was determined by differential leveling
 HX1289.and adjusted by the National Geodetic Survey in June 1991..
 HX1289
 HX1289.The geoid height was determined by GEOID03.
 HX1289
 HX1289.The dynamic height is computed by dividing the NAVD 88
 HX1289.geopotential number by the normal gravity value computed on the
 HX1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1289.degrees latitude (g = 980.6199 gals.).
 HX1289
 HX1289.The modeled gravity was interpolated from observed gravity values.
 HX1289
 HX1289;                    North         East    Units  Estimated Accuracy
 HX1289;SPC WV S     -   124,600.      628,740.      MT  (+/- 180 meters Scaled)
 HX1289
 HX1289                          SUPERSEDED SURVEY CONTROL
 HX1289
 HX1289  NGVD 29 (??/??/92)  859.409  (m)         2819.58   (f) ADJ UNCH    2 0
 HX1289
 HX1289.Superseded values are not recommended for survey control.
 HX1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1289.See file dsdata.txt to determine how the superseded data were derived.
 HX1289
 HX1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC287194(NAD 83)
 HX1289_MARKER: DB = BENCH MARK DISK
 HX1289_SETTING: 66 = SET IN ROCK OUTCROP
 HX1289_SP_SET: ROCK CUT
 HX1289_STAMPING: R 234 1961
 HX1289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1289+STABILITY: POSITION/ELEVATION WELL
 HX1289
 HX1289  HISTORY     - Date     Condition        Report By
 HX1289  HISTORY     - 1961     MONUMENTED       CGS
 HX1289
 HX1289                          STATION DESCRIPTION
 HX1289
 HX1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1289'3.1 MI S FROM LEIVASY.
 HX1289'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX1289'AT LEIVASY, 0.25 MILE NORTH OF A BLACK TOP ROAD INTERSECTION,
 HX1289'55 YARDS SOUTHWEST OF THE JUNCTION OF A NARROW SIDE ROAD LEADING
 HX1289'SOUTHEAST, ON THE NORTHEAST SLOPE OF A LONG CROOKED HILL, AT THE
 HX1289'INSIDE OF A CURVE, SET ON THE TOP OF THE NORTHWEST EDGE OF A
 HX1289'ROCK THAT IS ABOUT 12 FEET LONG AND 4 FEET HIGH AND IS AT THE BASE
 HX1289'OF A ROCK CUT, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HX1289'HIGHWAY, 90 FEET SOUTHWEST OF THE NORTHEAST END OF THE CUT AND 4
 HX1289'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1023 ***********************************************************************
 HX1023  DESIGNATION -  R 235
 HX1023  PID         -  HX1023
 HX1023  STATE/COUNTY-  WV/WEBSTER
 HX1023  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1023
 HX1023                         *CURRENT SURVEY CONTROL
 HX1023  ___________________________________________________________________
 HX1023* NAD 83(1986)-  38 21 22.     (N)    080 33 37.     (W)     SCALED    
 HX1023* NAVD 88     -       627.028  (meters)    2057.17   (feet)  ADJUSTED  
 HX1023  ___________________________________________________________________
 HX1023  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX1023  DYNAMIC HT  -         626.543 (meters)    2055.58  (feet)  COMP
 HX1023  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 HX1023
 HX1023  VERT ORDER  -  SECOND    CLASS 0
 HX1023
 HX1023.The horizontal coordinates were scaled from a topographic map and have
 HX1023.an estimated accuracy of +/- 6 seconds.
 HX1023
 HX1023.The orthometric height was determined by differential leveling
 HX1023.and adjusted by the National Geodetic Survey in June 1991..
 HX1023
 HX1023.The geoid height was determined by GEOID03.
 HX1023
 HX1023.The dynamic height is computed by dividing the NAVD 88
 HX1023.geopotential number by the normal gravity value computed on the
 HX1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1023.degrees latitude (g = 980.6199 gals.).
 HX1023
 HX1023.The modeled gravity was interpolated from observed gravity values.
 HX1023
 HX1023;                    North         East    Units  Estimated Accuracy
 HX1023;SPC WV S     -   150,610.      638,430.      MT  (+/- 180 meters Scaled)
 HX1023
 HX1023                          SUPERSEDED SURVEY CONTROL
 HX1023
 HX1023  NGVD 29 (??/??/92)  627.176  (m)         2057.66   (f) ADJ UNCH    2 0
 HX1023
 HX1023.Superseded values are not recommended for survey control.
 HX1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1023.See file dsdata.txt to determine how the superseded data were derived.
 HX1023
 HX1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC384454(NAD 83)
 HX1023_MARKER: DB = BENCH MARK DISK
 HX1023_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1023_SP_SET: UNSPECIFIED ROCK
 HX1023_STAMPING: R 235 1961
 HX1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1023
 HX1023  HISTORY     - Date     Condition        Report By
 HX1023  HISTORY     - 1961     MONUMENTED       CGS
 HX1023
 HX1023                          STATION DESCRIPTION
 HX1023
 HX1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1023'2.4 MI E FROM CAMDEN ON GAULEY.
 HX1023'ABOUT 2.35 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1023'FROM THE BRIDGE OVER COON CREEK AT CAMDEN ON GAULEY, 10 RAILS
 HX1023'NORTH OF THE NORTH END OF A CURVE, 30 YARDS NORTHWEST AND ACROSS
 HX1023'THE TRACK FROM MILEAGE POLE NO. 123+15, SET ON THE TOP OF THE
 HX1023'HIGHEST POINT OF A 20-BY-14 FOOT ROCK THAT PROJECTS 7 FEET ABOVE
 HX1023'THE GROUND, 29 FEET WEST OF THE WEST RAIL AND 3 FEET ABOVE THE
 HX1023'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1421 ***********************************************************************
 HX1421  DESIGNATION -  R 236
 HX1421  PID         -  HX1421
 HX1421  STATE/COUNTY-  WV/GREENBRIER
 HX1421  USGS QUAD   -  CORLISS (1976)
 HX1421
 HX1421                         *CURRENT SURVEY CONTROL
 HX1421  ___________________________________________________________________
 HX1421* NAD 83(1986)-  38 04 50.     (N)    080 46 06.     (W)     SCALED    
 HX1421* NAVD 88     -       900.271  (meters)    2953.64   (feet)  ADJUSTED  
 HX1421  ___________________________________________________________________
 HX1421  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HX1421  DYNAMIC HT  -         899.539 (meters)    2951.24  (feet)  COMP
 HX1421  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 HX1421
 HX1421  VERT ORDER  -  SECOND    CLASS 0
 HX1421
 HX1421.The horizontal coordinates were scaled from a topographic map and have
 HX1421.an estimated accuracy of +/- 6 seconds.
 HX1421
 HX1421.The orthometric height was determined by differential leveling
 HX1421.and adjusted by the National Geodetic Survey in June 1991..
 HX1421
 HX1421.The geoid height was determined by GEOID03.
 HX1421
 HX1421.The dynamic height is computed by dividing the NAVD 88
 HX1421.geopotential number by the normal gravity value computed on the
 HX1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1421.degrees latitude (g = 980.6199 gals.).
 HX1421
 HX1421.The modeled gravity was interpolated from observed gravity values.
 HX1421
 HX1421;                    North         East    Units  Estimated Accuracy
 HX1421;SPC WV S     -   119,950.      620,320.      MT  (+/- 180 meters Scaled)
 HX1421
 HX1421                          SUPERSEDED SURVEY CONTROL
 HX1421
 HX1421  NGVD 29 (??/??/92)  900.423  (m)         2954.14   (f) ADJ UNCH    2 0
 HX1421
 HX1421.Superseded values are not recommended for survey control.
 HX1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1421.See file dsdata.txt to determine how the superseded data were derived.
 HX1421
 HX1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC203147(NAD 83)
 HX1421_MARKER: DB = BENCH MARK DISK
 HX1421_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1421_SP_SET: UNSPECIFIED ROCK
 HX1421_STAMPING: R 236 1962
 HX1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1421
 HX1421  HISTORY     - Date     Condition        Report By
 HX1421  HISTORY     - 1962     MONUMENTED       CGS
 HX1421
 HX1421                          STATION DESCRIPTION
 HX1421
 HX1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1421'4.5 MI W FROM QUINWOOD.
 HX1421'ABOUT 4.5 MILES WEST ALONG RUSSELLVILLE ROAD FROM THE JUNCTION
 HX1421'OF STATE HIGHWAY 20 AT QUINWOOD, ABOUT 20 YARDS SOUTH OF THE
 HX1421'SOUTH END OF A NATURAL FILL ACROSS A RAVINE BETWEEN A DEEP VALLEY
 HX1421'ON THE EAST AND WEST SIDE OF THE ROAD, ON THE SOUTH SLOPE OF A
 HX1421'VERY SHORT HILL, SET IN THE TOP OF THE EAST EDGE OF A FLAT ROCK
 HX1421'THAT IS ABOUT 30 FEET LONG BY 4.5 FEET HIGH AT THE SOUTH END,
 HX1421'ABOUT 2 FEET HIGH AT THE MARK, 22 FEET WEST OF THE CENTER LINE
 HX1421'OF THE ROAD, 13 FEET SOUTH OF THE NORTH END OF THE ROCK 1 FOOT
 HX1421'WEST OF THE EAST EDGE OF THE ROCK, AND ABOUT 8 FEET ABOVE THE
 HX1421'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1413 ***********************************************************************
 HX1413  DESIGNATION -  R 237
 HX1413  PID         -  HX1413
 HX1413  STATE/COUNTY-  WV/NICHOLAS
 HX1413  USGS QUAD   -  MOUNT NEBO (1976)
 HX1413
 HX1413                         *CURRENT SURVEY CONTROL
 HX1413  ___________________________________________________________________
 HX1413* NAD 83(1986)-  38 08 05.     (N)    080 47 20.     (W)     SCALED    
 HX1413* NAVD 88     -       808.021  (meters)    2650.98   (feet)  ADJUSTED  
 HX1413  ___________________________________________________________________
 HX1413  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX1413  DYNAMIC HT  -         807.380 (meters)    2648.88  (feet)  COMP
 HX1413  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 HX1413
 HX1413  VERT ORDER  -  SECOND    CLASS 0
 HX1413
 HX1413.The horizontal coordinates were scaled from a topographic map and have
 HX1413.an estimated accuracy of +/- 6 seconds.
 HX1413
 HX1413.The orthometric height was determined by differential leveling
 HX1413.and adjusted by the National Geodetic Survey in June 1991..
 HX1413
 HX1413.The geoid height was determined by GEOID03.
 HX1413
 HX1413.The dynamic height is computed by dividing the NAVD 88
 HX1413.geopotential number by the normal gravity value computed on the
 HX1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1413.degrees latitude (g = 980.6199 gals.).
 HX1413
 HX1413.The modeled gravity was interpolated from observed gravity values.
 HX1413
 HX1413;                    North         East    Units  Estimated Accuracy
 HX1413;SPC WV S     -   125,960.      618,510.      MT  (+/- 180 meters Scaled)
 HX1413
 HX1413                          SUPERSEDED SURVEY CONTROL
 HX1413
 HX1413  NGVD 29 (??/??/92)  808.180  (m)         2651.50   (f) ADJ UNCH    2 0
 HX1413
 HX1413.Superseded values are not recommended for survey control.
 HX1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1413.See file dsdata.txt to determine how the superseded data were derived.
 HX1413
 HX1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC185207(NAD 83)
 HX1413_MARKER: DB = BENCH MARK DISK
 HX1413_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1413_SP_SET: UNSPECIFIED ROCK
 HX1413_STAMPING: R 237 1962
 HX1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1413
 HX1413  HISTORY     - Date     Condition        Report By
 HX1413  HISTORY     - 1962     MONUMENTED       CGS
 HX1413
 HX1413                          STATION DESCRIPTION
 HX1413
 HX1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1413'9.4 MI W FROM LEIVASY.
 HX1413'ABOUT 0.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX1413'AT LEIVASY, THENCE ABOUT 7.3 MILES WEST ALONG A BLACK TOP ROAD,
 HX1413'THENCE 1.8 MILES SOUTHEAST ALONG A ROUGH MOUNTAIN ROAD, ON THE
 HX1413'NORTHWEST SLOPE OF A STEEP HILL, ON THE INSIDE OF A LONG CURVE
 HX1413'WITH THE TANGENTS EXTENDING TO THE NORTH AND SOUTHEAST, SET
 HX1413'ON THE TOP OF A ROCK THAT IS ABOUT 10 FEET LONG, 5 FEET WIDE, 2.5
 HX1413'FEET HIGH AT THE WEST CORNER, AT THE EAST END IT IS UNDER GROUND,
 HX1413'30 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 5 FEET EAST
 HX1413'OF THE WEST CORNER OF THE ROCK, AND ABOUT 8 FEET ABOVE THE LEVEL
 HX1413'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1383 ***********************************************************************
 HX1383  DESIGNATION -  R 238
 HX1383  PID         -  HX1383
 HX1383  STATE/COUNTY-  WV/GREENBRIER
 HX1383  USGS QUAD   -  RICHWOOD (1995)
 HX1383
 HX1383                         *CURRENT SURVEY CONTROL
 HX1383  ___________________________________________________________________
 HX1383* NAD 83(1986)-  38 08 01.     (N)    080 36 53.     (W)     SCALED    
 HX1383* NAVD 88     -       934.766  (meters)    3066.81   (feet)  ADJUSTED  
 HX1383  ___________________________________________________________________
 HX1383  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX1383  DYNAMIC HT  -         933.995 (meters)    3064.28  (feet)  COMP
 HX1383  MODELED GRAV-     979,771.1   (mgal)                       NAVD 88
 HX1383
 HX1383  VERT ORDER  -  SECOND    CLASS 0
 HX1383
 HX1383.The horizontal coordinates were scaled from a topographic map and have
 HX1383.an estimated accuracy of +/- 6 seconds.
 HX1383
 HX1383.The orthometric height was determined by differential leveling
 HX1383.and adjusted by the National Geodetic Survey in June 1991..
 HX1383
 HX1383.The geoid height was determined by GEOID03.
 HX1383
 HX1383.The dynamic height is computed by dividing the NAVD 88
 HX1383.geopotential number by the normal gravity value computed on the
 HX1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1383.degrees latitude (g = 980.6199 gals.).
 HX1383
 HX1383.The modeled gravity was interpolated from observed gravity values.
 HX1383
 HX1383;                    North         East    Units  Estimated Accuracy
 HX1383;SPC WV S     -   125,890.      633,780.      MT  (+/- 180 meters Scaled)
 HX1383
 HX1383                          SUPERSEDED SURVEY CONTROL
 HX1383
 HX1383  NGVD 29 (??/??/92)  934.908  (m)         3067.28   (f) ADJ UNCH    2 0
 HX1383
 HX1383.Superseded values are not recommended for survey control.
 HX1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1383.See file dsdata.txt to determine how the superseded data were derived.
 HX1383
 HX1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC337207(NAD 83)
 HX1383_MARKER: DB = BENCH MARK DISK
 HX1383_SETTING: 80 = SET IN A BOULDER
 HX1383_SP_SET: BOULDER
 HX1383_STAMPING: R 238 1962
 HX1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1383+STABILITY: SURFACE MOTION
 HX1383
 HX1383  HISTORY     - Date     Condition        Report By
 HX1383  HISTORY     - 1962     MONUMENTED       CGS
 HX1383
 HX1383                          STATION DESCRIPTION
 HX1383
 HX1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1383'0.9 MI NE FROM LILE.
 HX1383'ABOUT 0.9 MILE NORTHEAST ALONG A GRADED ROAD FROM A Y ROAD
 HX1383'JUNCTION AT LILE, AT FALLBROOK SCHOOL, SET ON TOP OF A EMBEDDED
 HX1383'BOULDER THAT IS ABOUT 2 1/2-BY 4-FOOT LONG, 63 FEET NORTHWEST
 HX1383'OF THE CENTER LINE OF THE ROAD, 25 1/2 FEET WEST OF THE WEST
 HX1383'CORNER OF THE SCHOOL BUILDING, 20 1/2 FEET WEST OF A WELL WITH
 HX1383'A PUMP, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1211 ***********************************************************************
 HX1211  DESIGNATION -  R 239
 HX1211  PID         -  HX1211
 HX1211  STATE/COUNTY-  WV/NICHOLAS
 HX1211  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1211
 HX1211                         *CURRENT SURVEY CONTROL
 HX1211  ___________________________________________________________________
 HX1211* NAD 83(1986)-  38 18 44.     (N)    080 33 08.     (W)     SCALED    
 HX1211* NAVD 88     -       873.986  (meters)    2867.40   (feet)  ADJUSTED  
 HX1211  ___________________________________________________________________
 HX1211  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HX1211  DYNAMIC HT  -         873.309 (meters)    2865.18  (feet)  COMP
 HX1211  MODELED GRAV-     979,823.5   (mgal)                       NAVD 88
 HX1211
 HX1211  VERT ORDER  -  SECOND    CLASS 0
 HX1211
 HX1211.The horizontal coordinates were scaled from a topographic map and have
 HX1211.an estimated accuracy of +/- 6 seconds.
 HX1211
 HX1211.The orthometric height was determined by differential leveling
 HX1211.and adjusted by the National Geodetic Survey in June 1991..
 HX1211
 HX1211.The geoid height was determined by GEOID03.
 HX1211
 HX1211.The dynamic height is computed by dividing the NAVD 88
 HX1211.geopotential number by the normal gravity value computed on the
 HX1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1211.degrees latitude (g = 980.6199 gals.).
 HX1211
 HX1211.The modeled gravity was interpolated from observed gravity values.
 HX1211
 HX1211;                    North         East    Units  Estimated Accuracy
 HX1211;SPC WV S     -   145,740.      639,160.      MT  (+/- 180 meters Scaled)
 HX1211
 HX1211                          SUPERSEDED SURVEY CONTROL
 HX1211
 HX1211  NGVD 29 (??/??/92)  874.140  (m)         2867.91   (f) ADJ UNCH    2 0
 HX1211
 HX1211.Superseded values are not recommended for survey control.
 HX1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1211.See file dsdata.txt to determine how the superseded data were derived.
 HX1211
 HX1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC391405(NAD 83)
 HX1211_MARKER: DB = BENCH MARK DISK
 HX1211_SETTING: 66 = SET IN ROCK OUTCROP
 HX1211_SP_SET: UNSPECIFIED ROCK
 HX1211_STAMPING: R 239 1962
 HX1211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1211+STABILITY: POSITION/ELEVATION WELL
 HX1211
 HX1211  HISTORY     - Date     Condition        Report By
 HX1211  HISTORY     - 1962     MONUMENTED       CGS
 HX1211
 HX1211                          STATION DESCRIPTION
 HX1211
 HX1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1211'5.4 MI SE FROM CAMDEN ON GAULEY.
 HX1211'ABOUT 4.2 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 HX1211'BRIDGE OVER THE GAULEY RIVER AT CAMDEN ON GAULEY, THENCE ABOUT
 HX1211'1.2 MILES SOUTH ALONG A ROUGH MOUNTAIN ROAD, AT THE -Y- JUNCTION
 HX1211'OF A DIM ROAD LEADING NORTHWEST, ON THE OUTSIDE OF A CURVE
 HX1211'WITH TANGENTS EXTENDING SOUTHEAST AND NORTH, SET ON TOP OF THE
 HX1211'EAST EDGE OF A ROCK ABOUT 15 FEET LONG PROJECTING 3 FEET HAS
 HX1211'SEVERAL TREES GROWING ON IT, 90 FEET NORTHWEST OF THE CENTER LINE
 HX1211'OF THE JUNCTION, 37 FEET SOUTHWEST AND ACROSS THE DIM ROAD FROM
 HX1211'THE CENTER LINE OF THE ROAD, 14 FEET SOUTHWEST OF THE CENTER LINE
 HX1211'OF THE OLD ROAD, 1 FOOT WEST OF THE EDGE OF THE ROCK, 9 FEET
 HX1211'NORTH OF SOUTH END OF THE ROCK, AND IS 10 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0972 ***********************************************************************
 JW0972  DESIGNATION -  R 24
 JW0972  PID         -  JW0972
 JW0972  STATE/COUNTY-  WV/PRESTON
 JW0972  USGS QUAD   -  VALLEY POINT (1976)
 JW0972
 JW0972                         *CURRENT SURVEY CONTROL
 JW0972  ___________________________________________________________________
 JW0972* NAD 83(1986)-  39 30 09.     (N)    079 42 44.     (W)     SCALED    
 JW0972* NAVD 88     -       593.953  (meters)    1948.66   (feet)  ADJUSTED  
 JW0972  ___________________________________________________________________
 JW0972  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JW0972  DYNAMIC HT  -         593.566 (meters)    1947.39  (feet)  COMP
 JW0972  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 JW0972
 JW0972  VERT ORDER  -  SECOND    CLASS 0
 JW0972
 JW0972.The horizontal coordinates were scaled from a topographic map and have
 JW0972.an estimated accuracy of +/- 6 seconds.
 JW0972
 JW0972.The orthometric height was determined by differential leveling
 JW0972.and adjusted by the National Geodetic Survey in June 1991..
 JW0972
 JW0972.The geoid height was determined by GEOID03.
 JW0972
 JW0972.The dynamic height is computed by dividing the NAVD 88
 JW0972.geopotential number by the normal gravity value computed on the
 JW0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0972.degrees latitude (g = 980.6199 gals.).
 JW0972
 JW0972.The modeled gravity was interpolated from observed gravity values.
 JW0972
 JW0972;                    North         East    Units  Estimated Accuracy
 JW0972;SPC WV N     -   111,320.      581,750.      MT  (+/- 180 meters Scaled)
 JW0972
 JW0972                          SUPERSEDED SURVEY CONTROL
 JW0972
 JW0972  NGVD 29 (??/??/92)  594.082  (m)         1949.08   (f) ADJ UNCH    2 0
 JW0972
 JW0972.Superseded values are not recommended for survey control.
 JW0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0972.See file dsdata.txt to determine how the superseded data were derived.
 JW0972
 JW0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD107733(NAD 83)
 JW0972_MARKER: DB = BENCH MARK DISK
 JW0972_SETTING: 66 = SET IN ROCK OUTCROP
 JW0972_SP_SET: ROCK OUTCROP
 JW0972_STAMPING: R 24 1935
 JW0972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0972+STABILITY: POSITION/ELEVATION WELL
 JW0972
 JW0972  HISTORY     - Date     Condition        Report By
 JW0972  HISTORY     - 1935     MONUMENTED       CGS
 JW0972
 JW0972                          STATION DESCRIPTION
 JW0972
 JW0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0972'4.2 MI W FROM KINGWOOD.
 JW0972'4.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0972'STATION AT KINGWOOD, PRESTON COUNTY, ABOUT 150 FEET NORTH OF A
 JW0972'WOODEN BRIDGE, 20 FEET EAST OF POLE 25/14, 40 FEET EAST OF THE
 JW0972'EAST RAIL, IN THE TOP OF A SANDSTONE OUTCROP.  A STANDARD DISK,
 JW0972'STAMPED R 24 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1451 ***********************************************************************
 HX1451  DESIGNATION -  R 240
 HX1451  PID         -  HX1451
 HX1451  STATE/COUNTY-  WV/WEBSTER
 HX1451  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX1451
 HX1451                         *CURRENT SURVEY CONTROL
 HX1451  ___________________________________________________________________
 HX1451* NAD 83(1986)-  38 22 57.     (N)    080 29 54.     (W)     SCALED    
 HX1451* NAVD 88     -       669.219  (meters)    2195.60   (feet)  ADJUSTED  
 HX1451  ___________________________________________________________________
 HX1451  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX1451  DYNAMIC HT  -         668.697 (meters)    2193.88  (feet)  COMP
 HX1451  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 HX1451
 HX1451  VERT ORDER  -  SECOND    CLASS 0
 HX1451
 HX1451.The horizontal coordinates were scaled from a topographic map and have
 HX1451.an estimated accuracy of +/- 6 seconds.
 HX1451
 HX1451.The orthometric height was determined by differential leveling
 HX1451.and adjusted by the National Geodetic Survey in June 1991..
 HX1451
 HX1451.The geoid height was determined by GEOID03.
 HX1451
 HX1451.The dynamic height is computed by dividing the NAVD 88
 HX1451.geopotential number by the normal gravity value computed on the
 HX1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1451.degrees latitude (g = 980.6199 gals.).
 HX1451
 HX1451.The modeled gravity was interpolated from observed gravity values.
 HX1451
 HX1451;                    North         East    Units  Estimated Accuracy
 HX1451;SPC WV S     -   153,560.      643,830.      MT  (+/- 180 meters Scaled)
 HX1451
 HX1451                          SUPERSEDED SURVEY CONTROL
 HX1451
 HX1451  NGVD 29 (??/??/92)  669.360  (m)         2196.06   (f) ADJ UNCH    2 0
 HX1451
 HX1451.Superseded values are not recommended for survey control.
 HX1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1451.See file dsdata.txt to determine how the superseded data were derived.
 HX1451
 HX1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC438483(NAD 83)
 HX1451_MARKER: DB = BENCH MARK DISK
 HX1451_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1451_SP_SET: UNSPECIFIED ROCK
 HX1451_STAMPING: R 240 1962
 HX1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1451
 HX1451  HISTORY     - Date     Condition        Report By
 HX1451  HISTORY     - 1962     MONUMENTED       CGS
 HX1451
 HX1451                          STATION DESCRIPTION
 HX1451
 HX1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1451'4.3 MI SE FROM COWEN.
 HX1451'ABOUT 1.35 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 HX1451'BAPTIST CHURCH AT COWEN, THENCE ABOUT 2.95 MILES SOUTHEAST
 HX1451'ALONG WILLIAMS RIVER ROAD, ABOUT 0.65 MILES SOUTHEAST OF THE
 HX1451'NORTHWEST END OF THE BALTIMORE AND OHIO RAILWAY BRIDGE OVER THE
 HX1451'WILLIAMS RIVER, ON THE INSIDE AT THE NORTHWEST END OF A LONG
 HX1451'CURVE, SET ON TOP OF THE NORTHWEST CORNER OF A FLAT ROCK ABOUT
 HX1451'20-FOOT SQUARE PROJECTING 1 1/2 FEET, 22.5 FEET NORTHEAST OF THE
 HX1451'CENTER LINE OF THE ROAD, 7.5 FEET EAST OF THE POWER POLE 16-613,
 HX1451'1.5 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE ROCK, AND ABOUT
 HX1451'2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0823 ***********************************************************************
 HX0823  DESIGNATION -  R 241
 HX0823  PID         -  HX0823
 HX0823  STATE/COUNTY-  WV/WEBSTER
 HX0823  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0823
 HX0823                         *CURRENT SURVEY CONTROL
 HX0823  ___________________________________________________________________
 HX0823* NAD 83(1986)-  38 16 29.     (N)    080 24 35.     (W)     SCALED    
 HX0823* NAVD 88     -       847.433  (meters)    2780.29   (feet)  ADJUSTED  
 HX0823  ___________________________________________________________________
 HX0823  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HX0823  DYNAMIC HT  -         846.733 (meters)    2777.99  (feet)  COMP
 HX0823  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 HX0823
 HX0823  VERT ORDER  -  SECOND    CLASS 0
 HX0823
 HX0823.The horizontal coordinates were scaled from a topographic map and have
 HX0823.an estimated accuracy of +/- 6 seconds.
 HX0823
 HX0823.The orthometric height was determined by differential leveling
 HX0823.and adjusted by the National Geodetic Survey in June 1991..
 HX0823
 HX0823.The geoid height was determined by GEOID03.
 HX0823
 HX0823.The dynamic height is computed by dividing the NAVD 88
 HX0823.geopotential number by the normal gravity value computed on the
 HX0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0823.degrees latitude (g = 980.6199 gals.).
 HX0823
 HX0823.The modeled gravity was interpolated from observed gravity values.
 HX0823
 HX0823;                    North         East    Units  Estimated Accuracy
 HX0823;SPC WV S     -   141,640.      651,650.      MT  (+/- 180 meters Scaled)
 HX0823
 HX0823                          SUPERSEDED SURVEY CONTROL
 HX0823
 HX0823  NGVD 29 (??/??/92)  847.536  (m)         2780.62   (f) ADJ UNCH    2 0
 HX0823
 HX0823.Superseded values are not recommended for survey control.
 HX0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0823.See file dsdata.txt to determine how the superseded data were derived.
 HX0823
 HX0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC516364(NAD 83)
 HX0823_MARKER: DB = BENCH MARK DISK
 HX0823_SETTING: 66 = SET IN ROCK OUTCROP
 HX0823_SP_SET: ROCK LEDGE
 HX0823_STAMPING: R 241 1962
 HX0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0823+STABILITY: POSITION/ELEVATION WELL
 HX0823
 HX0823  HISTORY     - Date     Condition        Report By
 HX0823  HISTORY     - 1962     MONUMENTED       CGS
 HX0823
 HX0823                          STATION DESCRIPTION
 HX0823
 HX0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0823'11.7 MI SE FROM DYER.
 HX0823'5.9 MILES SOUTHWEST AND SOUTHEAST ALONG FOREST SERVICE ROAD
 HX0823'101 FROM THE FOOT-BRIDGE OVER THE WILLIAMS RIVER AT DYER, THENCE
 HX0823'ABOUT 5.8 MILES SOUTHEAST ALONG FOREST SERVICE ROAD 76, ABOUT
 HX0823'0.3 MILE SOUTH OF A 30-FOOT BRIDGE OVER BIG ROUGH RUN, SET ON
 HX0823'TOP OF A ROCK LEDGE THAT IS ABOUT 8-FOOT LONG AND 1.5-FOOT WIDE
 HX0823'ALONG THE NORTH FACE OF A ROCK THAT IS ABOUT 10-FOOT
 HX0823'WIDE-BY-10-FOOT HIGH, 20.0 FEET EAST OF THE CENTER LINE OF THE
 HX0823'ROAD, 1.6 FEET EAST OF THE NORTHWEST CORNER OF THE LEDGE, 0.5
 HX0823'FOOT SOUTH OF THE NORTH EDGE OF THE ROCK LEDGE, AND ABOUT 6.5
 HX0823'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0859 ***********************************************************************
 HX0859  DESIGNATION -  R 242
 HX0859  PID         -  HX0859
 HX0859  STATE/COUNTY-  WV/POCAHONTAS
 HX0859  USGS QUAD   -  LOBELIA (1995)
 HX0859
 HX0859                         *CURRENT SURVEY CONTROL
 HX0859  ___________________________________________________________________
 HX0859* NAD 83(1986)-  38 11 06.     (N)    080 19 30.     (W)     SCALED    
 HX0859* NAVD 88     -      1047.491  (meters)    3436.64   (feet)  ADJUSTED  
 HX0859  ___________________________________________________________________
 HX0859  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HX0859  DYNAMIC HT  -        1046.589 (meters)    3433.68  (feet)  COMP
 HX0859  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 HX0859
 HX0859  VERT ORDER  -  SECOND    CLASS 0
 HX0859
 HX0859.The horizontal coordinates were scaled from a topographic map and have
 HX0859.an estimated accuracy of +/- 6 seconds.
 HX0859
 HX0859.The orthometric height was determined by differential leveling
 HX0859.and adjusted by the National Geodetic Survey in June 1991..
 HX0859
 HX0859.The geoid height was determined by GEOID03.
 HX0859
 HX0859.The dynamic height is computed by dividing the NAVD 88
 HX0859.geopotential number by the normal gravity value computed on the
 HX0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0859.degrees latitude (g = 980.6199 gals.).
 HX0859
 HX0859.The modeled gravity was interpolated from observed gravity values.
 HX0859
 HX0859;                    North         East    Units  Estimated Accuracy
 HX0859;SPC WV S     -   131,740.      659,130.      MT  (+/- 180 meters Scaled)
 HX0859
 HX0859                          SUPERSEDED SURVEY CONTROL
 HX0859
 HX0859  NGVD 29 (??/??/92) 1047.559  (m)         3436.87   (f) ADJ UNCH    2 0
 HX0859
 HX0859.Superseded values are not recommended for survey control.
 HX0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0859.See file dsdata.txt to determine how the superseded data were derived.
 HX0859
 HX0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC591265(NAD 83)
 HX0859_MARKER: DB = BENCH MARK DISK
 HX0859_SETTING: 66 = SET IN ROCK OUTCROP
 HX0859_SP_SET: PROJECTING ROCK
 HX0859_STAMPING: R 242 1962
 HX0859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0859+STABILITY: POSITION/ELEVATION WELL
 HX0859
 HX0859  HISTORY     - Date     Condition        Report By
 HX0859  HISTORY     - 1962     MONUMENTED       CGS
 HX0859
 HX0859                          STATION DESCRIPTION
 HX0859
 HX0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0859'18 MI E FROM RICHWOOD.
 HX0859'18.0 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 HX0859'RICHWOOD, ON THE OUTSIDE OF A SLIGHT CURVE, SET ON TOP OF THE
 HX0859'SOUTHEAST EDGE OF A ROCK THAT IS ABOUT 8-FOOT LONG BY 2-FOOT HIGH
 HX0859'THAT PROJECTS OUT OF A VERY HIGH BANK, 28 FEET WEST OF THE NORTH
 HX0859'END OF A 18-INCH PIPE CULVERT WITH A STONE CATCH BASIN, 23 FEET
 HX0859'NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT NORTHWEST OF THE
 HX0859'SOUTHEAST EDGE OF THE ROCK, AND ABOUT 5 FEET ABOVE THE LEVEL OF
 HX0859'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0971 ***********************************************************************
 HX0971  DESIGNATION -  R 243
 HX0971  PID         -  HX0971
 HX0971  STATE/COUNTY-  WV/GREENBRIER
 HX0971  USGS QUAD   -  TROUT (1995)
 HX0971
 HX0971                         *CURRENT SURVEY CONTROL
 HX0971  ___________________________________________________________________
 HX0971* NAD 83(1986)-  38 06 07.     (N)    080 28 23.     (W)     SCALED    
 HX0971* NAVD 88     -      1202.380  (meters)    3944.81   (feet)  ADJUSTED  
 HX0971  ___________________________________________________________________
 HX0971  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HX0971  DYNAMIC HT  -        1201.322 (meters)    3941.34  (feet)  COMP
 HX0971  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 HX0971
 HX0971  VERT ORDER  -  SECOND    CLASS 0
 HX0971
 HX0971.The horizontal coordinates were scaled from a topographic map and have
 HX0971.an estimated accuracy of +/- 6 seconds.
 HX0971
 HX0971.The orthometric height was determined by differential leveling
 HX0971.and adjusted by the National Geodetic Survey in June 1991..
 HX0971
 HX0971.The geoid height was determined by GEOID03.
 HX0971
 HX0971.The dynamic height is computed by dividing the NAVD 88
 HX0971.geopotential number by the normal gravity value computed on the
 HX0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0971.degrees latitude (g = 980.6199 gals.).
 HX0971
 HX0971.The modeled gravity was interpolated from observed gravity values.
 HX0971
 HX0971;                    North         East    Units  Estimated Accuracy
 HX0971;SPC WV S     -   122,430.      646,220.      MT  (+/- 180 meters Scaled)
 HX0971
 HX0971                          SUPERSEDED SURVEY CONTROL
 HX0971
 HX0971  NGVD 29 (??/??/92) 1202.470  (m)         3945.10   (f) ADJ UNCH    2 0
 HX0971
 HX0971.Superseded values are not recommended for survey control.
 HX0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0971.See file dsdata.txt to determine how the superseded data were derived.
 HX0971
 HX0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC462172(NAD 83)
 HX0971_MARKER: DB = BENCH MARK DISK
 HX0971_SETTING: 66 = SET IN ROCK OUTCROP
 HX0971_SP_SET: SLOPING ROCK
 HX0971_STAMPING: R 243 1962
 HX0971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0971+STABILITY: POSITION/ELEVATION WELL
 HX0971
 HX0971  HISTORY     - Date     Condition        Report By
 HX0971  HISTORY     - 1962     MONUMENTED       CGS
 HX0971
 HX0971                          STATION DESCRIPTION
 HX0971
 HX0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0971'11.2 MI S FROM RICHWOOD.
 HX0971'11.2 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION OF
 HX0971'RIVERSIDE DRIVE, ABOUT 0.9 MILES SOUTHEAST OF THE -Y- FORK OF A
 HX0971'ROAD LEADING SOUTH, ON THE OUTSIDE OF CURVE WITH TANGENTS
 HX0971'EXTENDING NORTH AND SOUTHEAST, SET IN TOP OF SOUTHEAST CORNER
 HX0971'OF A ROCK THAT IS ABOUT 16-FEET-LONG BY 6-FEET-WIDE BY 3
 HX0971'1/2-FEET-HIGH ON EAST SIDE, SLOPING TO THE GROUND LEVEL ON WEST
 HX0971'END, 22 FEET WEST OF CENTER LINE OF ROAD, 0.3 FOOT NORTHWEST OF
 HX0971'THE SOUTHWEST CORNER OF THE ROCK, AND ABOUT 6 FEET ABOVE THE
 HX0971'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0518 ***********************************************************************
 HX0518  DESIGNATION -  R 244
 HX0518  PID         -  HX0518
 HX0518  STATE/COUNTY-  WV/WEBSTER
 HX0518  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0518
 HX0518                         *CURRENT SURVEY CONTROL
 HX0518  ___________________________________________________________________
 HX0518* NAD 83(1986)-  38 28 21.     (N)    080 25 00.     (W)     SCALED    
 HX0518* NAVD 88     -       616.487  (meters)    2022.59   (feet)  ADJUSTED  
 HX0518  ___________________________________________________________________
 HX0518  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX0518  DYNAMIC HT  -         616.021 (meters)    2021.06  (feet)  COMP
 HX0518  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 HX0518
 HX0518  VERT ORDER  -  SECOND    CLASS 0
 HX0518
 HX0518.The horizontal coordinates were scaled from a topographic map and have
 HX0518.an estimated accuracy of +/- 6 seconds.
 HX0518
 HX0518.The orthometric height was determined by differential leveling
 HX0518.and adjusted by the National Geodetic Survey in June 1991..
 HX0518
 HX0518.The geoid height was determined by GEOID03.
 HX0518
 HX0518.The dynamic height is computed by dividing the NAVD 88
 HX0518.geopotential number by the normal gravity value computed on the
 HX0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0518.degrees latitude (g = 980.6199 gals.).
 HX0518
 HX0518.The modeled gravity was interpolated from observed gravity values.
 HX0518
 HX0518;                    North         East    Units  Estimated Accuracy
 HX0518;SPC WV S     -   163,590.      650,900.      MT  (+/- 180 meters Scaled)
 HX0518
 HX0518                          SUPERSEDED SURVEY CONTROL
 HX0518
 HX0518  NGVD 29 (??/??/92)  616.644  (m)         2023.11   (f) ADJ UNCH    2 0
 HX0518
 HX0518.Superseded values are not recommended for survey control.
 HX0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0518.See file dsdata.txt to determine how the superseded data were derived.
 HX0518
 HX0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC508584(NAD 83)
 HX0518_MARKER: DB = BENCH MARK DISK
 HX0518_SETTING: 66 = SET IN ROCK OUTCROP
 HX0518_SP_SET: ROCK CUT
 HX0518_STAMPING: R 244 1962
 HX0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0518+STABILITY: POSITION/ELEVATION WELL
 HX0518
 HX0518  HISTORY     - Date     Condition        Report By
 HX0518  HISTORY     - 1962     MONUMENTED       CGS
 HX0518
 HX0518                          STATION DESCRIPTION
 HX0518
 HX0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0518'1.6 MI SW FROM WEBSTER SPRINGS.
 HX0518'1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION
 HX0518'OF STATE HIGHWAY 15 AT WEBSTER SPRINGS, ON THE OUTSIDE OF A
 HX0518'SWITCHBACK CURVE WITH BOTH TANGENTS EXTENDING TO THE NORTHWEST,
 HX0518'AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST, 65 FEET
 HX0518'NORTHEAST OF CENTER ON JUNCTION, 15 FEET SOUTHEAST OF CENTER
 HX0518'LINE OF GRAVEL ROAD, 2 1/2 FEET ABOVE GROUND, ABOUT 2 FEET
 HX0518'BELOW LEVEL OF HIGHWAY, AND SET VERTICALLY IN NORTHWEST FACE OF
 HX0518'A LARGE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0627 ***********************************************************************
 HX0627  DESIGNATION -  R 245
 HX0627  PID         -  HX0627
 HX0627  STATE/COUNTY-  WV/POCAHONTAS
 HX0627  USGS QUAD   -  EDRAY (1995)
 HX0627
 HX0627                         *CURRENT SURVEY CONTROL
 HX0627  ___________________________________________________________________
 HX0627* NAD 83(1986)-  38 22 28.     (N)    080 07 24.     (W)     SCALED    
 HX0627* NAVD 88     -       869.053  (meters)    2851.22   (feet)  ADJUSTED  
 HX0627  ___________________________________________________________________
 HX0627  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0627  DYNAMIC HT  -         868.339 (meters)    2848.88  (feet)  COMP
 HX0627  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 HX0627
 HX0627  VERT ORDER  -  FIRST     CLASS II
 HX0627
 HX0627.The horizontal coordinates were scaled from a topographic map and have
 HX0627.an estimated accuracy of +/- 6 seconds.
 HX0627
 HX0627.The orthometric height was determined by differential leveling
 HX0627.and adjusted by the National Geodetic Survey in June 1991..
 HX0627
 HX0627.The geoid height was determined by GEOID03.
 HX0627
 HX0627.The dynamic height is computed by dividing the NAVD 88
 HX0627.geopotential number by the normal gravity value computed on the
 HX0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0627.degrees latitude (g = 980.6199 gals.).
 HX0627
 HX0627.The modeled gravity was interpolated from observed gravity values.
 HX0627
 HX0627;                    North         East    Units  Estimated Accuracy
 HX0627;SPC WV S     -   152,910.      676,600.      MT  (+/- 180 meters Scaled)
 HX0627
 HX0627                          SUPERSEDED SURVEY CONTROL
 HX0627
 HX0627  NGVD 29 (??/??/92)  869.139  (m)         2851.50   (f) ADJ UNCH    1 2
 HX0627
 HX0627.Superseded values are not recommended for survey control.
 HX0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0627.See file dsdata.txt to determine how the superseded data were derived.
 HX0627
 HX0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC765477(NAD 83)
 HX0627_MARKER: DB = BENCH MARK DISK
 HX0627_SETTING: 66 = SET IN ROCK OUTCROP
 HX0627_SP_SET: ROCK CUT
 HX0627_STAMPING: R 245 1962
 HX0627_MARK LOGO: CGS   
 HX0627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0627+STABILITY: POSITION/ELEVATION WELL
 HX0627
 HX0627  HISTORY     - Date     Condition        Report By
 HX0627  HISTORY     - 1962     MONUMENTED       CGS
 HX0627  HISTORY     - 1983     GOOD             NGS
 HX0627
 HX0627                          STATION DESCRIPTION
 HX0627
 HX0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0627'3 MI S FROM SLATY FORK.
 HX0627'2.95 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL
 HX0627'AT SLATY FORK, ABOUT 0.75 MILE NORTHWEST OF GIBSONS CEMETERY, 185
 HX0627'YARDS SOUTH OF THE SMALL ABANDONED HANNAH SCHOOL BUILDING, SET
 HX0627'VERTICALLY IN THE WEST FACE OF A ROCK CUT ABOUT 40-YARDS LONG
 HX0627'AND ABOUT 10-FOOT HIGH, ON THE INSIDE OF A SLIGHT CURVE, 22 FEET
 HX0627'EAST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET NORTH OF THE
 HX0627'SOUTH END OF THE ROCK CUT, ABOUT 2 FEET ABOVE THE GROUND, AND
 HX0627'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX0627
 HX0627                          STATION RECOVERY (1983)
 HX0627
 HX0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0766 ***********************************************************************
 HX0766  DESIGNATION -  R 246
 HX0766  PID         -  HX0766
 HX0766  STATE/COUNTY-  WV/POCAHONTAS
 HX0766  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0766
 HX0766                         *CURRENT SURVEY CONTROL
 HX0766  ___________________________________________________________________
 HX0766* NAD 83(1986)-  38 18 03.     (N)    080 16 13.     (W)     SCALED    
 HX0766* NAVD 88     -      1091.937  (meters)    3582.46   (feet)  ADJUSTED  
 HX0766  ___________________________________________________________________
 HX0766  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0766  DYNAMIC HT  -        1091.033 (meters)    3579.50  (feet)  COMP
 HX0766  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 HX0766
 HX0766  VERT ORDER  -  SECOND    CLASS 0
 HX0766
 HX0766.The horizontal coordinates were scaled from a topographic map and have
 HX0766.an estimated accuracy of +/- 6 seconds.
 HX0766
 HX0766.The orthometric height was determined by differential leveling
 HX0766.and adjusted by the National Geodetic Survey in June 1991..
 HX0766
 HX0766.The geoid height was determined by GEOID03.
 HX0766
 HX0766.The dynamic height is computed by dividing the NAVD 88
 HX0766.geopotential number by the normal gravity value computed on the
 HX0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0766.degrees latitude (g = 980.6199 gals.).
 HX0766
 HX0766.The modeled gravity was interpolated from observed gravity values.
 HX0766
 HX0766;                    North         East    Units  Estimated Accuracy
 HX0766;SPC WV S     -   144,630.      663,830.      MT  (+/- 180 meters Scaled)
 HX0766
 HX0766                          SUPERSEDED SURVEY CONTROL
 HX0766
 HX0766  NGVD 29 (??/??/92) 1092.029  (m)         3582.77   (f) ADJ UNCH    2 0
 HX0766
 HX0766.Superseded values are not recommended for survey control.
 HX0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0766.See file dsdata.txt to determine how the superseded data were derived.
 HX0766
 HX0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC638394(NAD 83)
 HX0766_MARKER: DB = BENCH MARK DISK
 HX0766_SETTING: 66 = SET IN ROCK OUTCROP
 HX0766_SP_SET: ROCK LEDGE
 HX0766_STAMPING: R 246 1962
 HX0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0766+STABILITY: POSITION/ELEVATION WELL
 HX0766
 HX0766  HISTORY     - Date     Condition        Report By
 HX0766  HISTORY     - 1962     MONUMENTED       CGS
 HX0766
 HX0766                          STATION DESCRIPTION
 HX0766
 HX0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0766'14.8 MI SE FROM DYER.
 HX0766'6.75 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD FROM THE DYER
 HX0766'METHODIST CHURCH AT DYER, THENCE ABOUT 8 MILES SOUTHEAST ALONG
 HX0766'U.S. FORESTRY ROAD 108, ABOUT 2.25 MILES NORTHWEST OF THE JUNCTION
 HX0766'OF U.S. FORESTRY ROAD 76, ABOUT 150 YARDS WEST OF A SMALL STREAM
 HX0766'ACROSS THE ROAD KNOWN AS NORTH FORK BRANCH, SET VERTICALLY IN THE
 HX0766'SOUTH FACE OF A ROCK LEDGE ABOUT 20 FEET LONG PROJECTING 4 FEET
 HX0766'ON THE INSIDE OF A SLIGHT CURVE NORTHWEST BY EAST, 9 FEET NORTH
 HX0766'OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF THE EAST END OF
 HX0766'THE ROCK LEDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND,
 HX0766'AND IS 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0712 ***********************************************************************
 HX0712  DESIGNATION -  R 247
 HX0712  PID         -  HX0712
 HX0712  STATE/COUNTY-  WV/POCAHONTAS
 HX0712  USGS QUAD   -  SHARP KNOB (1995)
 HX0712
 HX0712                         *CURRENT SURVEY CONTROL
 HX0712  ___________________________________________________________________
 HX0712* NAD 83(1986)-  38 22 33.     (N)    080 13 55.     (W)     SCALED    
 HX0712* NAVD 88     -      1171.934  (meters)    3844.92   (feet)  ADJUSTED  
 HX0712  ___________________________________________________________________
 HX0712  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0712  DYNAMIC HT  -        1170.993 (meters)    3841.83  (feet)  COMP
 HX0712  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 HX0712
 HX0712  VERT ORDER  -  SECOND    CLASS 0
 HX0712
 HX0712.The horizontal coordinates were scaled from a topographic map and have
 HX0712.an estimated accuracy of +/- 6 seconds.
 HX0712
 HX0712.The orthometric height was determined by differential leveling
 HX0712.and adjusted by the National Geodetic Survey in June 1991..
 HX0712
 HX0712.The geoid height was determined by GEOID03.
 HX0712
 HX0712.The dynamic height is computed by dividing the NAVD 88
 HX0712.geopotential number by the normal gravity value computed on the
 HX0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0712.degrees latitude (g = 980.6199 gals.).
 HX0712
 HX0712.The modeled gravity was interpolated from observed gravity values.
 HX0712
 HX0712;                    North         East    Units  Estimated Accuracy
 HX0712;SPC WV S     -   152,980.      667,110.      MT  (+/- 180 meters Scaled)
 HX0712
 HX0712                          SUPERSEDED SURVEY CONTROL
 HX0712
 HX0712  NGVD 29 (??/??/92) 1172.040  (m)         3845.27   (f) ADJ UNCH    2 0
 HX0712
 HX0712.Superseded values are not recommended for survey control.
 HX0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0712.See file dsdata.txt to determine how the superseded data were derived.
 HX0712
 HX0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC670477(NAD 83)
 HX0712_MARKER: DB = BENCH MARK DISK
 HX0712_SETTING: 0 = UNSPECIFIED SETTING
 HX0712_STAMPING: R 247 1962
 HX0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0712
 HX0712  HISTORY     - Date     Condition        Report By
 HX0712  HISTORY     - 1962     MONUMENTED       CGS
 HX0712
 HX0712                          STATION DESCRIPTION
 HX0712
 HX0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0712'12.6 MI NW FROM WOODROW.
 HX0712'1.35 MILES NORTHWEST ALONG BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0712'AT WOODROW, THENCE ABOUT 3.8 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0712'ROAD 76, THENCE ABOUT 2.9 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0712'ROAD 86, THENCE ABOUT 4.6 MILES NORTHEAST ALONG U.S. FORESTRY ROAD
 HX0712'135, SET AT THE JUNCTION OF AN OLD CLEARED TRAIL LEADING NORTHWEST
 HX0712'UP THE SIDE OF THE MOUNTAIN, 19 1/2 FEET NORTHWEST OF THE CENTER
 HX0712'LINE OF THE ROAD, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD
 HX0712'TRAIL, 32 FEET NORTH BY NORTHEAST OF THE NORTHWEST END
 HX0712'OF A 20-INCH GALVANIZED PIPE UNDER THE ROAD, 5 1/2 FEET WEST OF
 HX0712'A 10-INCH TRIANGULAR BLAZED WILD CHERRY TREE, ABOUT 1.7 FEET
 HX0712'NORTHEAST OF A STEEL WITNESS POST, AND ABOUT 1 FOOT ABOVE THE
 HX0712'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0840 ***********************************************************************
 HX0840  DESIGNATION -  R 248
 HX0840  PID         -  HX0840
 HX0840  STATE/COUNTY-  WV/POCAHONTAS
 HX0840  USGS QUAD   -  HILLSBORO (1995)
 HX0840
 HX0840                         *CURRENT SURVEY CONTROL
 HX0840  ___________________________________________________________________
 HX0840* NAD 83(1986)-  38 07 56.     (N)    080 10 47.     (W)     SCALED    
 HX0840* NAVD 88     -       651.488  (meters)    2137.42   (feet)  ADJUSTED  
 HX0840  ___________________________________________________________________
 HX0840  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX0840  DYNAMIC HT  -         650.954 (meters)    2135.67  (feet)  COMP
 HX0840  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 HX0840
 HX0840  VERT ORDER  -  FIRST     CLASS II
 HX0840
 HX0840.The horizontal coordinates were scaled from a topographic map and have
 HX0840.an estimated accuracy of +/- 6 seconds.
 HX0840
 HX0840.The orthometric height was determined by differential leveling
 HX0840.and adjusted by the National Geodetic Survey in June 1991..
 HX0840
 HX0840.The geoid height was determined by GEOID03.
 HX0840
 HX0840.The dynamic height is computed by dividing the NAVD 88
 HX0840.geopotential number by the normal gravity value computed on the
 HX0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0840.degrees latitude (g = 980.6199 gals.).
 HX0840
 HX0840.The modeled gravity was interpolated from observed gravity values.
 HX0840
 HX0840;                    North         East    Units  Estimated Accuracy
 HX0840;SPC WV S     -   125,980.      671,910.      MT  (+/- 180 meters Scaled)
 HX0840
 HX0840                          SUPERSEDED SURVEY CONTROL
 HX0840
 HX0840  NGVD 29 (??/??/92)  651.577  (m)         2137.72   (f) ADJ UNCH    1 2
 HX0840
 HX0840.Superseded values are not recommended for survey control.
 HX0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0840.See file dsdata.txt to determine how the superseded data were derived.
 HX0840
 HX0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC718208(NAD 83)
 HX0840_MARKER: DB = BENCH MARK DISK
 HX0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0840_STAMPING: R 248 1962
 HX0840_MARK LOGO: CGS   
 HX0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0840+STABILITY: SURFACE MOTION
 HX0840
 HX0840  HISTORY     - Date     Condition        Report By
 HX0840  HISTORY     - 1962     MONUMENTED       CGS
 HX0840  HISTORY     - 1983     GOOD             NGS
 HX0840
 HX0840                          STATION DESCRIPTION
 HX0840
 HX0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0840'0.2 MI NW FROM SEEBERT.
 HX0840'0.25 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE CHESAPEAKE
 HX0840'AND OHIO RAILWAY STATION AT SEEBERT, ON THE OUTSIDE OF A CURVE
 HX0840'WITH TANGENTS EXTENDING TO THE NORTHEAST AND EAST NORTHEAST,
 HX0840'59 1/2 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A PRIVATE
 HX0840'DRIVE LEADING SOUTH TO A LARGE WOODEN FRAME HOUSE, 49 1/2 FEET
 HX0840'SOUTH SOUTHWEST OF THE CENTER LINE OF THE ROAD, 51 1/2 FEET
 HX0840'WEST SOUTHWEST OF THE CENTER LINE OF THE PRIVATE DRIVE, 28 FEET
 HX0840'NORTHEAST OF A LONE 30 INCH BEECH TREE, 2 1/2 FEET NORTHWEST OF A
 HX0840'FENCE NORTHEAST BY SOUTHWEST, 1 1/2 FEET NORTHEAST OF A STEEL
 HX0840'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 HX0840'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 4 INCHES.
 HX0840
 HX0840                          STATION RECOVERY (1983)
 HX0840
 HX0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0884 ***********************************************************************
 HX0884  DESIGNATION -  R 249
 HX0884  PID         -  HX0884
 HX0884  STATE/COUNTY-  WV/GREENBRIER
 HX0884  USGS QUAD   -  DROOP (1995)
 HX0884
 HX0884                         *CURRENT SURVEY CONTROL
 HX0884  ___________________________________________________________________
 HX0884* NAD 83(1986)-  38 02 26.     (N)    080 20 36.     (W)     SCALED    
 HX0884* NAVD 88     -       647.376  (meters)    2123.93   (feet)  ADJUSTED  
 HX0884  ___________________________________________________________________
 HX0884  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HX0884  DYNAMIC HT  -         646.842 (meters)    2122.18  (feet)  COMP
 HX0884  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 HX0884
 HX0884  VERT ORDER  -  SECOND    CLASS 0
 HX0884
 HX0884.The horizontal coordinates were scaled from a topographic map and have
 HX0884.an estimated accuracy of +/- 6 seconds.
 HX0884
 HX0884.The orthometric height was determined by differential leveling
 HX0884.and adjusted by the National Geodetic Survey in June 1991..
 HX0884
 HX0884.The geoid height was determined by GEOID03.
 HX0884
 HX0884.The dynamic height is computed by dividing the NAVD 88
 HX0884.geopotential number by the normal gravity value computed on the
 HX0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0884.degrees latitude (g = 980.6199 gals.).
 HX0884
 HX0884.The modeled gravity was interpolated from observed gravity values.
 HX0884
 HX0884;                    North         East    Units  Estimated Accuracy
 HX0884;SPC WV S     -   115,690.      657,640.      MT  (+/- 180 meters Scaled)
 HX0884
 HX0884                          SUPERSEDED SURVEY CONTROL
 HX0884
 HX0884  NGVD 29 (??/??/92)  647.498  (m)         2124.33   (f) ADJ UNCH    2 0
 HX0884
 HX0884.Superseded values are not recommended for survey control.
 HX0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0884.See file dsdata.txt to determine how the superseded data were derived.
 HX0884
 HX0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC576105(NAD 83)
 HX0884_MARKER: DB = BENCH MARK DISK
 HX0884_SETTING: 66 = SET IN ROCK OUTCROP
 HX0884_SP_SET: ROCK LEDGE
 HX0884_STAMPING: R 249 1962
 HX0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0884+STABILITY: POSITION/ELEVATION WELL
 HX0884
 HX0884  HISTORY     - Date     Condition        Report By
 HX0884  HISTORY     - 1962     MONUMENTED       CGS
 HX0884  HISTORY     - 1983     GOOD             NGS
 HX0884  HISTORY     - 1983     GOOD             NGS
 HX0884
 HX0884                          STATION DESCRIPTION
 HX0884
 HX0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0884'4.4 MI NE FROM RENICK.
 HX0884'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE HIGH SCHOOL
 HX0884'AT RENICK, THENCE ABOUT 0.95 MILES NORTHWEST ALONG BLACK TOP
 HX0884'ROAD, ABOUT 0.4 MILES NORTHWEST OF JUNCTION OF GRADED ROAD
 HX0884'LEADING SOUTHWEST, ABOUT 204 YARDS SOUTHEAST OF THE JUNCTION OF A
 HX0884'DRIVE LEADING SOUTHWEST TO A LARGE TWO STORY WHITE FARM HOUSE AND
 HX0884'LARGE BARN THAT SETS IN THE VALLEY, SET ON TOP OF A 7-BY 4-FOOT
 HX0884'PROTRUDING ROCK LEDGE PROJECTING TO A PEAK POINTING TO THE
 HX0884'SOUTH IN A SMALL ROCK CUT ON THE INSIDE OF A SLIGHT CURVE, 14
 HX0884'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 5 1/2 FEET NORTH
 HX0884'OF THE SOUTH POINT OF THE ROCK, 1.8 FEET NORTHEAST OF THE
 HX0884'SOUTHWEST EDGE OF THE LEDGE, AND ABOUT 3 FEET ABOVE THE LEVEL
 HX0884'OF THE ROAD.
 HX0884
 HX0884                          STATION RECOVERY (1983)
 HX0884
 HX0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0884'RECOVERED IN GOOD CONDITION.
 HX0884
 HX0884                          STATION RECOVERY (1983)
 HX0884
 HX0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1697 ***********************************************************************
 HX1697  DESIGNATION -  R 25
 HX1697  PID         -  HX1697
 HX1697  STATE/COUNTY-  WV/CALHOUN
 HX1697  USGS QUAD   -  GRANTSVILLE (1966)
 HX1697
 HX1697                         *CURRENT SURVEY CONTROL
 HX1697  ___________________________________________________________________
 HX1697* NAD 83(1986)-  38 55 32.     (N)    081 05 11.     (W)     SCALED    
 HX1697* NAVD 88     -       249.392  (meters)     818.21   (feet)  ADJUSTED  
 HX1697  ___________________________________________________________________
 HX1697  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HX1697  DYNAMIC HT  -         249.228 (meters)     817.68  (feet)  COMP
 HX1697  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 HX1697
 HX1697  VERT ORDER  -  SECOND    CLASS 0
 HX1697
 HX1697.The horizontal coordinates were scaled from a topographic map and have
 HX1697.an estimated accuracy of +/- 6 seconds.
 HX1697
 HX1697.The orthometric height was determined by differential leveling
 HX1697.and adjusted by the National Geodetic Survey in June 1991..
 HX1697
 HX1697.The geoid height was determined by GEOID03.
 HX1697
 HX1697.The dynamic height is computed by dividing the NAVD 88
 HX1697.geopotential number by the normal gravity value computed on the
 HX1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1697.degrees latitude (g = 980.6199 gals.).
 HX1697
 HX1697.The modeled gravity was interpolated from observed gravity values.
 HX1697
 HX1697;                    North         East    Units  Estimated Accuracy
 HX1697;SPC WV S     -   213,730.      592,510.      MT  (+/- 180 meters Scaled)
 HX1697
 HX1697                          SUPERSEDED SURVEY CONTROL
 HX1697
 HX1697  NGVD 29 (??/??/92)  249.564  (m)          818.78   (f) ADJ UNCH    2 0
 HX1697
 HX1697.Superseded values are not recommended for survey control.
 HX1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1697.See file dsdata.txt to determine how the superseded data were derived.
 HX1697
 HX1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD925085(NAD 83)
 HX1697_MARKER: DB = BENCH MARK DISK
 HX1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1697_STAMPING: R 25 1935
 HX1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1697+STABILITY: SURFACE MOTION
 HX1697
 HX1697  HISTORY     - Date     Condition        Report By
 HX1697  HISTORY     - 1935     MONUMENTED       CGS
 HX1697  HISTORY     - 1967     MARK NOT FOUND   NGS
 HX1697
 HX1697                          STATION DESCRIPTION
 HX1697
 HX1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX1697'0.5 MI N FROM GRANTSVILLE.
 HX1697'0.5 MILE NORTH ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 HX1697'AT GRANTSVILLE, CALHOUN COUNTY, 0.2 MILE EAST OF THE GRANTSVILLE
 HX1697'GRAMMAR SCHOOL, 0.1 MILE SOUTHWEST OF THE CITY WATER TANK AT THE
 HX1697'TOP OF A HILL, 35 FEET NORTHEAST OF THE CITY LIMITS, AND 5 FEET
 HX1697'SOUTHEAST OF A LARGE SIGN.  A STANDARD DISK, STAMPED R 25 1935
 HX1697'AND SET IN THE TOP OF A CONCRETE POST.
 HX1697
 HX1697                          STATION RECOVERY (1967)
 HX1697
 HX1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HX1697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0907 ***********************************************************************
 HX0907  DESIGNATION -  R 250
 HX0907  PID         -  HX0907
 HX0907  STATE/COUNTY-  WV/POCAHONTAS
 HX0907  USGS QUAD   -  LOBELIA (1995)
 HX0907
 HX0907                         *CURRENT SURVEY CONTROL
 HX0907  ___________________________________________________________________
 HX0907* NAD 83(1986)-  38 08 04.     (N)    080 17 33.     (W)     SCALED    
 HX0907* NAVD 88     -       788.977  (meters)    2588.50   (feet)  ADJUSTED  
 HX0907  ___________________________________________________________________
 HX0907  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HX0907  DYNAMIC HT  -         788.328 (meters)    2586.37  (feet)  COMP
 HX0907  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 HX0907
 HX0907  VERT ORDER  -  SECOND    CLASS 0
 HX0907
 HX0907.The horizontal coordinates were scaled from a topographic map and have
 HX0907.an estimated accuracy of +/- 6 seconds.
 HX0907
 HX0907.The orthometric height was determined by differential leveling
 HX0907.and adjusted by the National Geodetic Survey in June 1991..
 HX0907
 HX0907.The geoid height was determined by GEOID03.
 HX0907
 HX0907.The dynamic height is computed by dividing the NAVD 88
 HX0907.geopotential number by the normal gravity value computed on the
 HX0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0907.degrees latitude (g = 980.6199 gals.).
 HX0907
 HX0907.The modeled gravity was interpolated from observed gravity values.
 HX0907
 HX0907;                    North         East    Units  Estimated Accuracy
 HX0907;SPC WV S     -   126,150.      662,020.      MT  (+/- 180 meters Scaled)
 HX0907
 HX0907                          SUPERSEDED SURVEY CONTROL
 HX0907
 HX0907  NGVD 29 (??/??/92)  789.077  (m)         2588.83   (f) ADJ UNCH    2 0
 HX0907
 HX0907.Superseded values are not recommended for survey control.
 HX0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0907.See file dsdata.txt to determine how the superseded data were derived.
 HX0907
 HX0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC620209(NAD 83)
 HX0907_MARKER: DB = BENCH MARK DISK
 HX0907_SETTING: 66 = SET IN ROCK OUTCROP
 HX0907_SP_SET: ROCK CUT
 HX0907_STAMPING: R 250 1962
 HX0907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0907+STABILITY: POSITION/ELEVATION WELL
 HX0907
 HX0907  HISTORY     - Date     Condition        Report By
 HX0907  HISTORY     - 1962     MONUMENTED       CGS
 HX0907
 HX0907                          STATION DESCRIPTION
 HX0907
 HX0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0907'0.2 MI NE FROM LOBELIA.
 HX0907'0.2 MILES NORTHEAST ALONG BLACK TOP ROAD FROM JUNCTION OF GRADED
 HX0907'ROAD AT LOBELIA, ABOUT 0.45 MILES SOUTHWEST OF THE JUNCTION OF A
 HX0907'GRADED ROAD LEADING NORTH UP BRUFFEY CREEK, ABOUT 120 YARDS
 HX0907'SOUTH OF THE APPROXIMATE CENTER LINE OF A SHARP CURVE FROM
 HX0907'SOUTH TO SOUTH, SET VERTICALLY ON THE EAST FACE OF A ROCK CUT
 HX0907'ABOUT 0.1 MILES LONG NEAR THE SOUTH END OF THE CUT, 11 FEET WEST
 HX0907'OF THE CENTER LINE OF THE ROAD, 24 1/2 FEET WEST OF AND ACROSS
 HX0907'THE ROAD FROM THE SOUTH ONE OF SEVERAL LARGE MAPLE TREES GROWING
 HX0907'IN A ROW ALONG THE EAST BANK OF THE ROAD, 17 FEET NORTH OF THE
 HX0907'SOUTH END OF THE ROCK CUT, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HX0907'GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0944 ***********************************************************************
 HX0944  DESIGNATION -  R 251
 HX0944  PID         -  HX0944
 HX0944  STATE/COUNTY-  WV/GREENBRIER
 HX0944  USGS QUAD   -  TROUT (1995)
 HX0944
 HX0944                         *CURRENT SURVEY CONTROL
 HX0944  ___________________________________________________________________
 HX0944* NAD 83(1986)-  38 04 34.     (N)    080 23 00.     (W)     SCALED    
 HX0944* NAVD 88     -       680.418  (meters)    2232.34   (feet)  ADJUSTED  
 HX0944  ___________________________________________________________________
 HX0944  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX0944  DYNAMIC HT  -         679.860 (meters)    2230.51  (feet)  COMP
 HX0944  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 HX0944
 HX0944  VERT ORDER  -  SECOND    CLASS 0
 HX0944
 HX0944.The horizontal coordinates were scaled from a topographic map and have
 HX0944.an estimated accuracy of +/- 6 seconds.
 HX0944
 HX0944.The orthometric height was determined by differential leveling
 HX0944.and adjusted by the National Geodetic Survey in June 1991..
 HX0944
 HX0944.The geoid height was determined by GEOID03.
 HX0944
 HX0944.The dynamic height is computed by dividing the NAVD 88
 HX0944.geopotential number by the normal gravity value computed on the
 HX0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0944.degrees latitude (g = 980.6199 gals.).
 HX0944
 HX0944.The modeled gravity was interpolated from observed gravity values.
 HX0944
 HX0944;                    North         East    Units  Estimated Accuracy
 HX0944;SPC WV S     -   119,620.      654,100.      MT  (+/- 180 meters Scaled)
 HX0944
 HX0944                          SUPERSEDED SURVEY CONTROL
 HX0944
 HX0944  NGVD 29 (??/??/92)  680.537  (m)         2232.73   (f) ADJ UNCH    2 0
 HX0944
 HX0944.Superseded values are not recommended for survey control.
 HX0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0944.See file dsdata.txt to determine how the superseded data were derived.
 HX0944
 HX0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC540144(NAD 83)
 HX0944_MARKER: DB = BENCH MARK DISK
 HX0944_SETTING: 66 = SET IN ROCK OUTCROP
 HX0944_SP_SET: PROJECTING ROCK
 HX0944_STAMPING: R 251 1962
 HX0944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0944+STABILITY: POSITION/ELEVATION WELL
 HX0944
 HX0944  HISTORY     - Date     Condition        Report By
 HX0944  HISTORY     - 1962     MONUMENTED       CGS
 HX0944
 HX0944                          STATION DESCRIPTION
 HX0944
 HX0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0944'1.3 MI SE FROM LEONARD.
 HX0944'1.3 MILES SOUTHEAST ALONG SPRING CREEK ROAD FROM THE SCHOOL
 HX0944'AT LEONARD, ABOUT 0.5 MILE NORTH OF BENCH MARK V 249, SET ON TOP
 HX0944'OF A LARGE ROCK THAT IS ABOUT 4-FOOT LONG AND 4-FOOT HIGH AND
 HX0944'PROJECT OUT OF THE BANK, 9 1/2 FEET EAST OF THE CENTER LINE OF
 HX0944'THE ROAD, 84 FEET NORTHEAST OF A 10-INCH WALNUT TREE, 50 FEET
 HX0944'NORTH OF THE EAST END OF A PIPE CULVERT, 3 1/2 FEET ABOVE THE
 HX0944'LEVEL OF THE ROAD, AND ABOUT 0.1 MILE NORTH OF A PRIVATE DRIVE TO
 HX0944'A SAW MILL.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING
 HX0944'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE HIGH SCHOOL
 HX0944'AT RENICK THENCE 4.15 MILES NORTHWEST ALONG A BLACK TOP ROAD,
 HX0944'THENCE 0.5 MILE NORTHWEST ALONG SPRING CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0633 ***********************************************************************
 HX0633  DESIGNATION -  R 252
 HX0633  PID         -  HX0633
 HX0633  STATE/COUNTY-  WV/POCAHONTAS
 HX0633  USGS QUAD   -  MINGO (1995)
 HX0633
 HX0633                         *CURRENT SURVEY CONTROL
 HX0633  ___________________________________________________________________
 HX0633* NAD 83(1986)-  38 25 02.     (N)    080 05 43.     (W)     SCALED    
 HX0633* NAVD 88     -       849.340  (meters)    2786.54   (feet)  ADJUSTED  
 HX0633  ___________________________________________________________________
 HX0633  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0633  DYNAMIC HT  -         848.653 (meters)    2784.29  (feet)  COMP
 HX0633  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 HX0633
 HX0633  VERT ORDER  -  FIRST     CLASS II
 HX0633
 HX0633.The horizontal coordinates were scaled from a topographic map and have
 HX0633.an estimated accuracy of +/- 6 seconds.
 HX0633
 HX0633.The orthometric height was determined by differential leveling
 HX0633.and adjusted by the National Geodetic Survey in June 1991..
 HX0633
 HX0633.The geoid height was determined by GEOID03.
 HX0633
 HX0633.The dynamic height is computed by dividing the NAVD 88
 HX0633.geopotential number by the normal gravity value computed on the
 HX0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0633.degrees latitude (g = 980.6199 gals.).
 HX0633
 HX0633.The modeled gravity was interpolated from observed gravity values.
 HX0633
 HX0633;                    North         East    Units  Estimated Accuracy
 HX0633;SPC WV S     -   157,680.      679,010.      MT  (+/- 180 meters Scaled)
 HX0633
 HX0633                          SUPERSEDED SURVEY CONTROL
 HX0633
 HX0633  NGVD 29 (??/??/92)  849.423  (m)         2786.82   (f) ADJ UNCH    1 2
 HX0633
 HX0633.Superseded values are not recommended for survey control.
 HX0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0633.See file dsdata.txt to determine how the superseded data were derived.
 HX0633
 HX0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC789524(NAD 83)
 HX0633_MARKER: DB = BENCH MARK DISK
 HX0633_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX0633_STAMPING: R 252 1962
 HX0633_MARK LOGO: CGS   
 HX0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0633+STABILITY: SURFACE MOTION
 HX0633
 HX0633  HISTORY     - Date     Condition        Report By
 HX0633  HISTORY     - 1962     MONUMENTED       CGS
 HX0633  HISTORY     - 1983     GOOD             NGS
 HX0633
 HX0633                          STATION DESCRIPTION
 HX0633
 HX0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0633'1.5 MI E FROM SLATY FORK.
 HX0633'1.5 MILES EAST ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL AT
 HX0633'SLATY FORK, SET IN THE EAST END OF THE NORTH HEAD WALL OF A
 HX0633'12-FOOT BOX CULVERT, ABOUT 100 FEET EAST OF THE CREST OF A
 HX0633'SMALL HILL, 23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HX0633'AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
 HX0633
 HX0633                          STATION RECOVERY (1983)
 HX0633
 HX0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0491 ***********************************************************************
 HX0491  DESIGNATION -  R 253
 HX0491  PID         -  HX0491
 HX0491  STATE/COUNTY-  WV/RANDOLPH
 HX0491  USGS QUAD   -  VALLEY HEAD (1995)
 HX0491
 HX0491                         *CURRENT SURVEY CONTROL
 HX0491  ___________________________________________________________________
 HX0491* NAD 83(1986)-  38 30 38.     (N)    080 02 28.     (W)     SCALED    
 HX0491* NAVD 88     -       782.504  (meters)    2567.27   (feet)  ADJUSTED  
 HX0491  ___________________________________________________________________
 HX0491  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HX0491  DYNAMIC HT  -         781.884 (meters)    2565.23  (feet)  COMP
 HX0491  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 HX0491
 HX0491  VERT ORDER  -  FIRST     CLASS II
 HX0491
 HX0491.The horizontal coordinates were scaled from a topographic map and have
 HX0491.an estimated accuracy of +/- 6 seconds.
 HX0491
 HX0491.The orthometric height was determined by differential leveling
 HX0491.and adjusted by the National Geodetic Survey in June 1991..
 HX0491
 HX0491.The geoid height was determined by GEOID03.
 HX0491
 HX0491.The dynamic height is computed by dividing the NAVD 88
 HX0491.geopotential number by the normal gravity value computed on the
 HX0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0491.degrees latitude (g = 980.6199 gals.).
 HX0491
 HX0491.The modeled gravity was interpolated from observed gravity values.
 HX0491
 HX0491;                    North         East    Units  Estimated Accuracy
 HX0491;SPC WV S     -   168,090.      683,630.      MT  (+/- 180 meters Scaled)
 HX0491
 HX0491                          SUPERSEDED SURVEY CONTROL
 HX0491
 HX0491  NGVD 29 (??/??/92)  782.616  (m)         2567.63   (f) ADJ UNCH    1 2
 HX0491
 HX0491.Superseded values are not recommended for survey control.
 HX0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0491.See file dsdata.txt to determine how the superseded data were derived.
 HX0491
 HX0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC836629(NAD 83)
 HX0491_MARKER: DB = BENCH MARK DISK
 HX0491_SETTING: 66 = SET IN ROCK OUTCROP
 HX0491_SP_SET: ROCK LEDGE
 HX0491_STAMPING: R 253 1962
 HX0491_MARK LOGO: CGS   
 HX0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0491+STABILITY: POSITION/ELEVATION WELL
 HX0491
 HX0491  HISTORY     - Date     Condition        Report By
 HX0491  HISTORY     - 1962     MONUMENTED       CGS
 HX0491  HISTORY     - 1983     GOOD             NGS
 HX0491
 HX0491                          STATION DESCRIPTION
 HX0491
 HX0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0491'0.9 MI NE FROM MINGO.
 HX0491'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE GRADE
 HX0491'SCHOOL AT MINGO, ABOUT 0.3 MILE EAST OF A GRADED ROAD LEADING
 HX0491'TO THE SOUTHEAST, SET VERTICALLY IN THE NORTH FACE OF A ROCK
 HX0491'LEDGE THAT IS ABOUT 90-FOOT LONG AND 5-FOOT HIGH, 24 FEET EAST
 HX0491'OF THE WEST END OF THE ROCK, 240 FEET SOUTHWEST OF THE SOUTH
 HX0491'END OF A SWINGING BRIDGE OVER A SMALL CREEK, 18 1/2 FEET SOUTH
 HX0491'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 1/2 FEET ABOVE THE
 HX0491'GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
 HX0491
 HX0491                          STATION RECOVERY (1983)
 HX0491
 HX0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1997 ***********************************************************************
 HW1997  DESIGNATION -  R 254
 HW1997  PID         -  HW1997
 HW1997  STATE/COUNTY-  WV/POCAHONTAS
 HW1997  USGS QUAD   -  DURBIN (1995)
 HW1997
 HW1997                         *CURRENT SURVEY CONTROL
 HW1997  ___________________________________________________________________
 HW1997* NAD 83(1986)-  38 34 27.     (N)    079 50 26.     (W)     SCALED    
 HW1997* NAVD 88     -       999.675  (meters)    3279.77   (feet)  ADJUSTED  
 HW1997  ___________________________________________________________________
 HW1997  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 HW1997  DYNAMIC HT  -         998.855 (meters)    3277.08  (feet)  COMP
 HW1997  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 HW1997
 HW1997  VERT ORDER  -  SECOND    CLASS 0
 HW1997
 HW1997.The horizontal coordinates were scaled from a topographic map and have
 HW1997.an estimated accuracy of +/- 6 seconds.
 HW1997
 HW1997.The orthometric height was determined by differential leveling
 HW1997.and adjusted by the National Geodetic Survey in June 1991..
 HW1997
 HW1997.The geoid height was determined by GEOID03.
 HW1997
 HW1997.The dynamic height is computed by dividing the NAVD 88
 HW1997.geopotential number by the normal gravity value computed on the
 HW1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1997.degrees latitude (g = 980.6199 gals.).
 HW1997
 HW1997.The modeled gravity was interpolated from observed gravity values.
 HW1997
 HW1997;                    North         East    Units  Estimated Accuracy
 HW1997;SPC WV S     -   175,350.      701,030.      MT  (+/- 180 meters Scaled)
 HW1997
 HW1997                          SUPERSEDED SURVEY CONTROL
 HW1997
 HW1997  NGVD 29 (??/??/92)  999.735  (m)         3279.96   (f) ADJ UNCH    2 0
 HW1997
 HW1997.Superseded values are not recommended for survey control.
 HW1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1997.See file dsdata.txt to determine how the superseded data were derived.
 HW1997
 HW1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC009701(NAD 83)
 HW1997_MARKER: DB = BENCH MARK DISK
 HW1997_SETTING: 80 = SET IN A BOULDER
 HW1997_STAMPING: R 254 1962
 HW1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1997+STABILITY: SURFACE MOTION
 HW1997
 HW1997  HISTORY     - Date     Condition        Report By
 HW1997  HISTORY     - 1962     MONUMENTED       CGS
 HW1997
 HW1997                          STATION DESCRIPTION
 HW1997
 HW1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1997'3.2 MI NW FROM DURBIN.
 HW1997'ABOUT 3.15 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 HW1997'OFFICE AT DURBIN, 78 FEET WEST OF CENTER LINE OF HIGHWAY, 2.5
 HW1997'FEET WEST OF EAST END OF BOULDER, AND SET ON TOP OF A 10 FOOT
 HW1997'LONG-BY-5 FOOT WIDE EMBEDDED BOULDER IN A PASTURE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0728 ***********************************************************************
 HX0728  DESIGNATION -  R 255 RESET 1963
 HX0728  PID         -  HX0728
 HX0728  STATE/COUNTY-  WV/WEBSTER
 HX0728  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0728
 HX0728                         *CURRENT SURVEY CONTROL
 HX0728  ___________________________________________________________________
 HX0728* NAD 83(1986)-  38 21 17.     (N)    080 21 12.     (W)     SCALED    
 HX0728* NAVD 88     -       743.00   (+/-2cm)    2437.7    (feet)  VERTCON   
 HX0728  ___________________________________________________________________
 HX0728  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HX0728
 HX0728  VERT ORDER  -  THIRD (See Below)
 HX0728
 HX0728.The horizontal coordinates were scaled from a topographic map and have
 HX0728.an estimated accuracy of +/- 6 seconds.
 HX0728
 HX0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX0728.The vertical order pertains to the NGVD 29 superseded value.
 HX0728
 HX0728.The geoid height was determined by GEOID03.
 HX0728
 HX0728;                    North         East    Units  Estimated Accuracy
 HX0728;SPC WV S     -   150,560.      656,520.      MT  (+/- 180 meters Scaled)
 HX0728
 HX0728                          SUPERSEDED SURVEY CONTROL
 HX0728
 HX0728  NGVD 29 (09/25/03)  743.12   (m)         2438.1    (f) RESET       3  
 HX0728
 HX0728.Superseded values are not recommended for survey control.
 HX0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0728.See file dsdata.txt to determine how the superseded data were derived.
 HX0728
 HX0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC565453(NAD 83)
 HX0728_MARKER: DB = BENCH MARK DISK
 HX0728_SETTING: 80 = SET IN A BOULDER
 HX0728_SP_SET: BOULDER
 HX0728_STAMPING: R 255 RESET 1963
 HX0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0728+STABILITY: SURFACE MOTION
 HX0728
 HX0728  HISTORY     - Date     Condition        Report By
 HX0728  HISTORY     - 1963     MONUMENTED       USFS
 HX0728
 HX0728                          STATION DESCRIPTION
 HX0728
 HX0728'DESCRIBED BY US FOREST SERVICE 1963
 HX0728'9.5 MI SE FROM DYER.
 HX0728'9.5 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD AND U.S. FORESTRY
 HX0728'ROAD 86 FROM THE METHODIST CHURCH AT DYER, AT THE CONFLUENCE OF
 HX0728'WILLIAMS RIVER AND MILL RUN.  EAST OF THE EAST END OF TWO 4-FOOT
 HX0728'FALLS IN THE WILLIAMS RIVER, AND SET VERTICALLY IN THE SOUTHEAST
 HX0728'SIDE OF 20 FT X 10 FT X 8 FT SOLID ROCK, 27 FEET NORTH OF THE
 HX0728'CENTERLINE OF THE ROAD-- BETWEEN ROAD AND WILLIAMS RIVER, ABOUT
 HX0728'3 FEET LEVEL OF GROUND OF BENCH MARK AND SAME LEVEL AS OF THE
 HX0728'ROAD.  MILL RUN DIRECTLY ACROSS RIVER FROM BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0538 ***********************************************************************
 HX0538  DESIGNATION -  R 256
 HX0538  PID         -  HX0538
 HX0538  STATE/COUNTY-  WV/WEBSTER
 HX0538  USGS QUAD   -  BERGOO (1995)
 HX0538
 HX0538                         *CURRENT SURVEY CONTROL
 HX0538  ___________________________________________________________________
 HX0538* NAD 83(1986)-  38 29 32.     (N)    080 21 23.     (W)     SCALED    
 HX0538* NAVD 88     -       787.731  (meters)    2584.41   (feet)  ADJUSTED  
 HX0538  ___________________________________________________________________
 HX0538  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX0538  DYNAMIC HT  -         787.114 (meters)    2582.39  (feet)  COMP
 HX0538  MODELED GRAV-     979,818.6   (mgal)                       NAVD 88
 HX0538
 HX0538  VERT ORDER  -  SECOND    CLASS 0
 HX0538
 HX0538.The horizontal coordinates were scaled from a topographic map and have
 HX0538.an estimated accuracy of +/- 6 seconds.
 HX0538
 HX0538.The orthometric height was determined by differential leveling
 HX0538.and adjusted by the National Geodetic Survey in June 1991..
 HX0538
 HX0538.The geoid height was determined by GEOID03.
 HX0538
 HX0538.The dynamic height is computed by dividing the NAVD 88
 HX0538.geopotential number by the normal gravity value computed on the
 HX0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0538.degrees latitude (g = 980.6199 gals.).
 HX0538
 HX0538.The modeled gravity was interpolated from observed gravity values.
 HX0538
 HX0538;                    North         East    Units  Estimated Accuracy
 HX0538;SPC WV S     -   165,820.      656,150.      MT  (+/- 180 meters Scaled)
 HX0538
 HX0538                          SUPERSEDED SURVEY CONTROL
 HX0538
 HX0538  NGVD 29 (??/??/92)  787.869  (m)         2584.87   (f) ADJ UNCH    2 0
 HX0538
 HX0538.Superseded values are not recommended for survey control.
 HX0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0538.See file dsdata.txt to determine how the superseded data were derived.
 HX0538
 HX0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC561606(NAD 83)
 HX0538_MARKER: DB = BENCH MARK DISK
 HX0538_SETTING: 80 = SET IN A BOULDER
 HX0538_SP_SET: BOULDER
 HX0538_STAMPING: R 256 1962
 HX0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0538+STABILITY: SURFACE MOTION
 HX0538
 HX0538  HISTORY     - Date     Condition        Report By
 HX0538  HISTORY     - 1962     MONUMENTED       CGS
 HX0538
 HX0538                          STATION DESCRIPTION
 HX0538
 HX0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0538'5.8 MI NE FROM WEBSTER SPRINGS.
 HX0538'5.8 MILES SOUTHEAST AND NORTHEAST ALONG STATE HIGHWAY 15 FROM
 HX0538'THE COURT HOUSE AT WEBSTER SPRINGS, ON THE OUTSIDE OF A CURVE
 HX0538'WITH TANGENTS EXTENDING SOUTHEAST AND SOUTHWEST, 37 FEET NORTH
 HX0538'OF CENTER LINE OF HIGHWAY, 2 FEET ABOVE HIGHWAY LEVEL, 0.6 WEST
 HX0538'OF SOUTHEAST CORNER OF ROCK, AND SET VERTICALLY IN SOUTHWEST
 HX0538'FACE OF A 45 FOOT LONG-BY-20 FOOT HIGH-BY-15 FOOT WIDE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0042 ***********************************************************************
 HX0042  DESIGNATION -  R 257
 HX0042  PID         -  HX0042
 HX0042  STATE/COUNTY-  WV/RANDOLPH
 HX0042  USGS QUAD   -  VALLEY HEAD (1995)
 HX0042
 HX0042                         *CURRENT SURVEY CONTROL
 HX0042  ___________________________________________________________________
 HX0042* NAD 83(1986)-  38 33 24.     (N)    080 05 35.     (W)     SCALED    
 HX0042* NAVD 88     -       987.841  (meters)    3240.94   (feet)  ADJUSTED  
 HX0042  ___________________________________________________________________
 HX0042  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HX0042  DYNAMIC HT  -         987.038 (meters)    3238.31  (feet)  COMP
 HX0042  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 HX0042
 HX0042  VERT ORDER  -  SECOND    CLASS 0
 HX0042
 HX0042.The horizontal coordinates were scaled from a topographic map and have
 HX0042.an estimated accuracy of +/- 6 seconds.
 HX0042
 HX0042.The orthometric height was determined by differential leveling
 HX0042.and adjusted by the National Geodetic Survey in June 1991..
 HX0042
 HX0042.The geoid height was determined by GEOID03.
 HX0042
 HX0042.The dynamic height is computed by dividing the NAVD 88
 HX0042.geopotential number by the normal gravity value computed on the
 HX0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0042.degrees latitude (g = 980.6199 gals.).
 HX0042
 HX0042.The modeled gravity was interpolated from observed gravity values.
 HX0042
 HX0042;                    North         East    Units  Estimated Accuracy
 HX0042;SPC WV S     -   173,160.      679,050.      MT  (+/- 180 meters Scaled)
 HX0042
 HX0042                          SUPERSEDED SURVEY CONTROL
 HX0042
 HX0042  NGVD 29 (??/??/92)  987.937  (m)         3241.26   (f) ADJ UNCH    2 0
 HX0042
 HX0042.Superseded values are not recommended for survey control.
 HX0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0042.See file dsdata.txt to determine how the superseded data were derived.
 HX0042
 HX0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC790679(NAD 83)
 HX0042_MARKER: DB = BENCH MARK DISK
 HX0042_SETTING: 66 = SET IN ROCK OUTCROP
 HX0042_SP_SET: ROCK OUTCROP
 HX0042_STAMPING: R 257 1962
 HX0042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0042+STABILITY: POSITION/ELEVATION WELL
 HX0042
 HX0042  HISTORY     - Date     Condition        Report By
 HX0042  HISTORY     - 1962     MONUMENTED       CGS
 HX0042
 HX0042                          STATION DESCRIPTION
 HX0042
 HX0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0042'0.4 MI E FROM MONTERVILLE.
 HX0042'ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 15 FROM THE ELEMENTARY
 HX0042'SCHOOL AT MONTERVILLE, IN YARD OF A SMALL FRAME CHURCH, 84 FEET
 HX0042'NORTH OF CENTER LINE OF HIGHWAY, 35.4 FEET SOUTHWEST OF SOUTHWEST
 HX0042'CORNER OF CHURCH, 10 FEET NORTH OF SOUTH END OF OUTCROP, ABOUT
 HX0042'7 FEET ABOVE LEVEL OF HIGHWAY, AND SET ON TOP OF A 25 FOOT
 HX0042'LONG-BY-12 FOOT WIDE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0170 ***********************************************************************
 HX0170  DESIGNATION -  R 258
 HX0170  PID         -  HX0170
 HX0170  STATE/COUNTY-  WV/WEBSTER
 HX0170  USGS QUAD   -  DIANA (1982)
 HX0170
 HX0170                         *CURRENT SURVEY CONTROL
 HX0170  ___________________________________________________________________
 HX0170* NAD 83(1986)-  38 30 59.     (N)    080 27 05.     (W)     SCALED    
 HX0170* NAVD 88     -       558.011  (meters)    1830.74   (feet)  ADJUSTED  
 HX0170  ___________________________________________________________________
 HX0170  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HX0170  DYNAMIC HT  -         557.580 (meters)    1829.33  (feet)  COMP
 HX0170  MODELED GRAV-     979,837.7   (mgal)                       NAVD 88
 HX0170
 HX0170  VERT ORDER  -  SECOND    CLASS 0
 HX0170
 HX0170.The horizontal coordinates were scaled from a topographic map and have
 HX0170.an estimated accuracy of +/- 6 seconds.
 HX0170
 HX0170.The orthometric height was determined by differential leveling
 HX0170.and adjusted by the National Geodetic Survey in June 1991..
 HX0170
 HX0170.The geoid height was determined by GEOID03.
 HX0170
 HX0170.The dynamic height is computed by dividing the NAVD 88
 HX0170.geopotential number by the normal gravity value computed on the
 HX0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0170.degrees latitude (g = 980.6199 gals.).
 HX0170
 HX0170.The modeled gravity was interpolated from observed gravity values.
 HX0170
 HX0170;                    North         East    Units  Estimated Accuracy
 HX0170;SPC WV S     -   168,450.      647,840.      MT  (+/- 180 meters Scaled)
 HX0170
 HX0170                          SUPERSEDED SURVEY CONTROL
 HX0170
 HX0170  NGVD 29 (??/??/92)  558.157  (m)         1831.22   (f) ADJ UNCH    2 0
 HX0170
 HX0170.Superseded values are not recommended for survey control.
 HX0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0170.See file dsdata.txt to determine how the superseded data were derived.
 HX0170
 HX0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC478632(NAD 83)
 HX0170_MARKER: DB = BENCH MARK DISK
 HX0170_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0170_SP_SET: UNSPECIFIED ROCK
 HX0170_STAMPING: R 258 1962
 HX0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0170
 HX0170  HISTORY     - Date     Condition        Report By
 HX0170  HISTORY     - 1962     MONUMENTED       CGS
 HX0170
 HX0170                          STATION DESCRIPTION
 HX0170
 HX0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0170'4.9 MI NW FROM WEBSTER SPRINGS.
 HX0170'ABOUT 4.9 MILES NORTH AND THEN NORTHWEST ALONG STATE HIGHWAY
 HX0170'20 FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 15 AT WEBSTER
 HX0170'SPRINGS, 0.2 MILE WEST OF A 40-FOOT BRIDGE OVER THE RIGHT FORK
 HX0170'OF GRASSY CREEK, SET ON TOP OF A ROCK THAT IS ABOUT 15-BY
 HX0170'32-FOOT LONG, 32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HX0170'7 FEET SOUTH OF THE NORTH END OF THE ROCK, 0.4 FOOT WEST OF THE
 HX0170'EAST END OF THE ROCK, 95 FEET WEST OF THE NORTHWEST CORNER
 HX0170'OF A WHITE FRAME HOUSE, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE
 HX0170'HIGHWAY.  NOTE-- ABOUT 0.3 MILE WEST OF THE JUNCTION OF COUNTY
 HX0170'ROAD 22, KNOWN AS GRASSY CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0256 ***********************************************************************
 HX0256  DESIGNATION -  R 259
 HX0256  PID         -  HX0256
 HX0256  STATE/COUNTY-  WV/WEBSTER
 HX0256  USGS QUAD   -  DIANA (1982)
 HX0256
 HX0256                         *CURRENT SURVEY CONTROL
 HX0256  ___________________________________________________________________
 HX0256* NAD 83(1986)-  38 35 26.     (N)    080 28 08.     (W)     SCALED    
 HX0256* NAVD 88     -       369.396  (meters)    1211.93   (feet)  ADJUSTED  
 HX0256  ___________________________________________________________________
 HX0256  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HX0256  DYNAMIC HT  -         369.137 (meters)    1211.08  (feet)  COMP
 HX0256  MODELED GRAV-     979,915.3   (mgal)                       NAVD 88
 HX0256
 HX0256  VERT ORDER  -  SECOND    CLASS 0
 HX0256
 HX0256.The horizontal coordinates were scaled from a topographic map and have
 HX0256.an estimated accuracy of +/- 6 seconds.
 HX0256
 HX0256.The orthometric height was determined by differential leveling
 HX0256.and adjusted by the National Geodetic Survey in June 1991..
 HX0256
 HX0256.The geoid height was determined by GEOID03.
 HX0256
 HX0256.The dynamic height is computed by dividing the NAVD 88
 HX0256.geopotential number by the normal gravity value computed on the
 HX0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0256.degrees latitude (g = 980.6199 gals.).
 HX0256
 HX0256.The modeled gravity was interpolated from observed gravity values.
 HX0256
 HX0256;                    North         East    Units  Estimated Accuracy
 HX0256;SPC WV S     -   176,670.      646,270.      MT  (+/- 180 meters Scaled)
 HX0256
 HX0256                          SUPERSEDED SURVEY CONTROL
 HX0256
 HX0256  NGVD 29 (??/??/92)  369.57   (m)         1212.5    (f) COMPUTED    2 0
 HX0256
 HX0256.Superseded values are not recommended for survey control.
 HX0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0256.See file dsdata.txt to determine how the superseded data were derived.
 HX0256
 HX0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC462714(NAD 83)
 HX0256_MARKER: DB = BENCH MARK DISK
 HX0256_SETTING: 80 = SET IN A BOULDER
 HX0256_SP_SET: BOULDER
 HX0256_STAMPING: R 259 1962
 HX0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0256+STABILITY: SURFACE MOTION
 HX0256
 HX0256  HISTORY     - Date     Condition        Report By
 HX0256  HISTORY     - 1962     MONUMENTED       CGS
 HX0256
 HX0256                          STATION DESCRIPTION
 HX0256
 HX0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0256'2.8 MI NW FROM DIANA.
 HX0256'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0256'OFFICE AT DIANA, THENCE 2.7 MILES NORTHEAST ALONG THE HOLLY RIVER
 HX0256'ROAD THAT FOLLOWS ALONG THE RIGHT FORK OF THE HOLLY RIVER, SET
 HX0256'ON TOP OF A ROCK THAT IS ABOUT 10-BY 15-FEET LONG, 300 FEET
 HX0256'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 103 1/2 FEET EAST OF
 HX0256'THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, 1 FOOT NORTH OF THE
 HX0256'SOUTH EDGE OF THE ROCK, AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0961 ***********************************************************************
 JW0961  DESIGNATION -  R 26
 JW0961  PID         -  JW0961
 JW0961  STATE/COUNTY-  WV/MONONGALIA
 JW0961  USGS QUAD   -  MASONTOWN (1976)
 JW0961
 JW0961                         *CURRENT SURVEY CONTROL
 JW0961  ___________________________________________________________________
 JW0961* NAD 83(1986)-  39 35 58.     (N)    079 52 17.     (W)     SCALED    
 JW0961* NAVD 88     -       402.219  (meters)    1319.61   (feet)  ADJUSTED  
 JW0961  ___________________________________________________________________
 JW0961  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JW0961  DYNAMIC HT  -         401.965 (meters)    1318.78  (feet)  COMP
 JW0961  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 JW0961
 JW0961  VERT ORDER  -  SECOND    CLASS 0
 JW0961
 JW0961.The horizontal coordinates were scaled from a topographic map and have
 JW0961.an estimated accuracy of +/- 6 seconds.
 JW0961
 JW0961.The orthometric height was determined by differential leveling
 JW0961.and adjusted by the National Geodetic Survey in June 1991..
 JW0961
 JW0961.The geoid height was determined by GEOID03.
 JW0961
 JW0961.The dynamic height is computed by dividing the NAVD 88
 JW0961.geopotential number by the normal gravity value computed on the
 JW0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0961.degrees latitude (g = 980.6199 gals.).
 JW0961
 JW0961.The modeled gravity was interpolated from observed gravity values.
 JW0961
 JW0961;                    North         East    Units  Estimated Accuracy
 JW0961;SPC WV N     -   122,120.      568,100.      MT  (+/- 180 meters Scaled)
 JW0961
 JW0961                          SUPERSEDED SURVEY CONTROL
 JW0961
 JW0961  NGVD 29 (??/??/92)  402.325  (m)         1319.96   (f) ADJ UNCH    2 0
 JW0961
 JW0961.Superseded values are not recommended for survey control.
 JW0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0961.See file dsdata.txt to determine how the superseded data were derived.
 JW0961
 JW0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND969839(NAD 83)
 JW0961_MARKER: DB = BENCH MARK DISK
 JW0961_SETTING: 80 = SET IN A BOULDER
 JW0961_SP_SET: BOULDER
 JW0961_STAMPING: R 26 1935
 JW0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0961+STABILITY: SURFACE MOTION
 JW0961
 JW0961  HISTORY     - Date     Condition        Report By
 JW0961  HISTORY     - 1935     MONUMENTED       CGS
 JW0961
 JW0961                          STATION DESCRIPTION
 JW0961
 JW0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0961'1.6 MI SE FROM DELLSLOW.
 JW0961'1.6 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0961'CEMETERY AT DELLSLOW, MONONGALIA COUNTY, 33 FEET SOUTHWEST OF
 JW0961'POLE 7/15, 15 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND
 JW0961'IN THE TOP OF THE SOUTH END OF A LARGE BOULDER.  A STANDARD DISK,
 JW0961'STAMPED R 26 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0341 ***********************************************************************
 HX0341  DESIGNATION -  R 260
 HX0341  PID         -  HX0341
 HX0341  STATE/COUNTY-  WV/RANDOLPH
 HX0341  USGS QUAD   -  PICKENS (1977)
 HX0341
 HX0341                         *CURRENT SURVEY CONTROL
 HX0341  ___________________________________________________________________
 HX0341* NAD 83(1986)-  38 38 06.     (N)    080 11 13.     (W)     SCALED    
 HX0341* NAVD 88     -      1053.838  (meters)    3457.47   (feet)  ADJUSTED  
 HX0341  ___________________________________________________________________
 HX0341  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HX0341  DYNAMIC HT  -        1053.003 (meters)    3454.73  (feet)  COMP
 HX0341  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 HX0341
 HX0341  VERT ORDER  -  SECOND    CLASS 0
 HX0341
 HX0341.The horizontal coordinates were scaled from a topographic map and have
 HX0341.an estimated accuracy of +/- 6 seconds.
 HX0341
 HX0341.The orthometric height was determined by differential leveling
 HX0341.and adjusted by the National Geodetic Survey in June 1991..
 HX0341
 HX0341.The geoid height was determined by GEOID03.
 HX0341
 HX0341.The dynamic height is computed by dividing the NAVD 88
 HX0341.geopotential number by the normal gravity value computed on the
 HX0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0341.degrees latitude (g = 980.6199 gals.).
 HX0341
 HX0341.The modeled gravity was interpolated from observed gravity values.
 HX0341
 HX0341;                    North         East    Units  Estimated Accuracy
 HX0341;SPC WV S     -   181,780.      670,790.      MT  (+/- 180 meters Scaled)
 HX0341
 HX0341                          SUPERSEDED SURVEY CONTROL
 HX0341
 HX0341  NGVD 29 (??/??/92) 1053.964  (m)         3457.88   (f) ADJ UNCH    2 0
 HX0341
 HX0341.Superseded values are not recommended for survey control.
 HX0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0341.See file dsdata.txt to determine how the superseded data were derived.
 HX0341
 HX0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC707765(NAD 83)
 HX0341_MARKER: DB = BENCH MARK DISK
 HX0341_SETTING: 80 = SET IN A BOULDER
 HX0341_SP_SET: BOULDER
 HX0341_STAMPING: R 260 1962
 HX0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0341+STABILITY: SURFACE MOTION
 HX0341
 HX0341  HISTORY     - Date     Condition        Report By
 HX0341  HISTORY     - 1962     MONUMENTED       CGS
 HX0341
 HX0341                          STATION DESCRIPTION
 HX0341
 HX0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0341'2.6 MI SE FROM PICKENS.
 HX0341'ABOUT 0.7 MILE SOUTHEAST ALONG COUNTY ROAD 47 FROM THE POST OFFICE
 HX0341'AT PICKENS, THENCE ABOUT 1.9 MILES SOUTHEAST ALONG COUNTY ROAD
 HX0341'45, SET VERTICALLY IN THE NORTH FACE OF A LARGE ROCK THAT IS
 HX0341'ABOUT 9-BY 20-FOOT LONG, 34 1/2 FEET WEST OF THE CENTER LINE OF
 HX0341'THE ROAD, 1 1/2 FEET EAST OF THE WEST END OF THE ROCK, ABOUT
 HX0341'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND, 53 FEET WEST OF AND
 HX0341'ACROSS THE ROAD FROM A TELEPHONE POLE, AND ABOUT 12 FEET ABOVE THE
 HX0341'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0292 ***********************************************************************
 HX0292  DESIGNATION -  R 261
 HX0292  PID         -  HX0292
 HX0292  STATE/COUNTY-  WV/WEBSTER
 HX0292  USGS QUAD   -  SKELT (1982)
 HX0292
 HX0292                         *CURRENT SURVEY CONTROL
 HX0292  ___________________________________________________________________
 HX0292* NAD 83(1986)-  38 33 06.     (N)    080 19 37.     (W)     SCALED    
 HX0292* NAVD 88     -       582.632  (meters)    1911.52   (feet)  ADJUSTED  
 HX0292  ___________________________________________________________________
 HX0292  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HX0292  DYNAMIC HT  -         582.158 (meters)    1909.96  (feet)  COMP
 HX0292  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 HX0292
 HX0292  VERT ORDER  -  SECOND    CLASS 0
 HX0292
 HX0292.The horizontal coordinates were scaled from a topographic map and have
 HX0292.an estimated accuracy of +/- 6 seconds.
 HX0292
 HX0292.The orthometric height was determined by differential leveling
 HX0292.and adjusted by the National Geodetic Survey in June 1991..
 HX0292
 HX0292.The geoid height was determined by GEOID03.
 HX0292
 HX0292.The dynamic height is computed by dividing the NAVD 88
 HX0292.geopotential number by the normal gravity value computed on the
 HX0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0292.degrees latitude (g = 980.6199 gals.).
 HX0292
 HX0292.The modeled gravity was interpolated from observed gravity values.
 HX0292
 HX0292;                    North         East    Units  Estimated Accuracy
 HX0292;SPC WV S     -   172,430.      658,670.      MT  (+/- 180 meters Scaled)
 HX0292
 HX0292                          SUPERSEDED SURVEY CONTROL
 HX0292
 HX0292  NGVD 29 (??/??/92)  582.730  (m)         1911.84   (f) ADJ UNCH    2 0
 HX0292
 HX0292.Superseded values are not recommended for survey control.
 HX0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0292.See file dsdata.txt to determine how the superseded data were derived.
 HX0292
 HX0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC586672(NAD 83)
 HX0292_MARKER: DB = BENCH MARK DISK
 HX0292_SETTING: 80 = SET IN A BOULDER
 HX0292_SP_SET: BOULDER
 HX0292_STAMPING: R 261 1962
 HX0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0292+STABILITY: SURFACE MOTION
 HX0292
 HX0292  HISTORY     - Date     Condition        Report By
 HX0292  HISTORY     - 1962     MONUMENTED       CGS
 HX0292
 HX0292                          STATION DESCRIPTION
 HX0292
 HX0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0292'12.9 MI NE FROM WEBSTER SPRINGS.
 HX0292'ABOUT 10.3 MILES SOUTHWEST AND THE NORTHEAST ALONG STATE HIGHWAY
 HX0292'15 FROM THE COURT HOUSE AT WEBSTER SPRINGS, THENCE ABOUT 2.6
 HX0292'MILES NORTHWEST ALONG A TRAIL ROAD, SET ON TOP OF A ROCK BOULDER
 HX0292'THAT IS ABOUT 4-BY 15-FOOT LONG, 14 FEET EAST OF THE CENTER LINE
 HX0292'OF THE ROAD, 18 FEET WEST OF THE WEST BANK OF THE BACK FORK OF
 HX0292'THE ELK RIVER, 7 FEET SOUTH OF THE NORTH END OF THE BOULDER, AND
 HX0292'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1651 ***********************************************************************
 HX1651  DESIGNATION -  R 262
 HX1651  PID         -  HX1651
 HX1651  STATE/COUNTY-  WV/BRAXTON
 HX1651  USGS QUAD   -  NEWVILLE (1976)
 HX1651
 HX1651                         *CURRENT SURVEY CONTROL
 HX1651  ___________________________________________________________________
 HX1651* NAD 83(1986)-  38 40 24.     (N)    080 33 24.     (W)     SCALED    
 HX1651* NAVD 88     -       369.158  (meters)    1211.15   (feet)  ADJUSTED  
 HX1651  ___________________________________________________________________
 HX1651  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HX1651  DYNAMIC HT  -         368.905 (meters)    1210.32  (feet)  COMP
 HX1651  MODELED GRAV-     979,933.4   (mgal)                       NAVD 88
 HX1651
 HX1651  VERT ORDER  -  SECOND    CLASS 0
 HX1651
 HX1651.The horizontal coordinates were scaled from a topographic map and have
 HX1651.an estimated accuracy of +/- 6 seconds.
 HX1651
 HX1651.The orthometric height was determined by differential leveling
 HX1651.and adjusted by the National Geodetic Survey in June 1991..
 HX1651
 HX1651.The geoid height was determined by GEOID03.
 HX1651
 HX1651.The dynamic height is computed by dividing the NAVD 88
 HX1651.geopotential number by the normal gravity value computed on the
 HX1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1651.degrees latitude (g = 980.6199 gals.).
 HX1651
 HX1651.The modeled gravity was interpolated from observed gravity values.
 HX1651
 HX1651;                    North         East    Units  Estimated Accuracy
 HX1651;SPC WV S     -   185,820.      638,580.      MT  (+/- 180 meters Scaled)
 HX1651
 HX1651                          SUPERSEDED SURVEY CONTROL
 HX1651
 HX1651  NGVD 29 (??/??/92)  369.338  (m)         1211.74   (f) ADJ UNCH    2 0
 HX1651
 HX1651.Superseded values are not recommended for survey control.
 HX1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1651.See file dsdata.txt to determine how the superseded data were derived.
 HX1651
 HX1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC385806(NAD 83)
 HX1651_MARKER: DB = BENCH MARK DISK
 HX1651_SETTING: 66 = SET IN ROCK OUTCROP
 HX1651_SP_SET: ROCK CUT
 HX1651_STAMPING: R 262 1962
 HX1651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1651+STABILITY: POSITION/ELEVATION WELL
 HX1651
 HX1651  HISTORY     - Date     Condition        Report By
 HX1651  HISTORY     - 1962     MONUMENTED       CGS
 HX1651
 HX1651                          STATION DESCRIPTION
 HX1651
 HX1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1651'2.7 MI E FROM NEWVILLE.
 HX1651'ABOUT 2.7 MILES EAST ALONG A ROAD THAT LEADS TO KANAWHA CAMP FROM
 HX1651'THE POST OFFICE AT NEWVILLE, SET VERTICALLY IN THE WEST FACE OF
 HX1651'A ROCK CUT THAT IS ABOUT 21-FOOT LONG AND PROJECTS OUT OF THE
 HX1651'ROAD BANK, 12 FEET EAST OF THE CENTER LINE OF THE ROAD, 6 FEET
 HX1651'BELOW A 18-INCH SUGAR TREE, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL
 HX1651'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1667 ***********************************************************************
 HX1667  DESIGNATION -  R 263
 HX1667  PID         -  HX1667
 HX1667  STATE/COUNTY-  WV/WEBSTER
 HX1667  USGS QUAD   -  ERBACON (1976)
 HX1667
 HX1667                         *CURRENT SURVEY CONTROL
 HX1667  ___________________________________________________________________
 HX1667* NAD 83(1986)-  38 32 41.     (N)    080 32 55.     (W)     SCALED    
 HX1667* NAVD 88     -       641.392  (meters)    2104.30   (feet)  ADJUSTED  
 HX1667  ___________________________________________________________________
 HX1667  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HX1667  DYNAMIC HT  -         640.937 (meters)    2102.81  (feet)  COMP
 HX1667  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 HX1667
 HX1667  VERT ORDER  -  SECOND    CLASS 0
 HX1667
 HX1667.The horizontal coordinates were scaled from a topographic map and have
 HX1667.an estimated accuracy of +/- 6 seconds.
 HX1667
 HX1667.The orthometric height was determined by differential leveling
 HX1667.and adjusted by the National Geodetic Survey in June 1991..
 HX1667
 HX1667.The geoid height was determined by GEOID03.
 HX1667
 HX1667.The dynamic height is computed by dividing the NAVD 88
 HX1667.geopotential number by the normal gravity value computed on the
 HX1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1667.degrees latitude (g = 980.6199 gals.).
 HX1667
 HX1667.The modeled gravity was interpolated from observed gravity values.
 HX1667
 HX1667;                    North         East    Units  Estimated Accuracy
 HX1667;SPC WV S     -   171,550.      639,350.      MT  (+/- 180 meters Scaled)
 HX1667
 HX1667                          SUPERSEDED SURVEY CONTROL
 HX1667
 HX1667  NGVD 29 (??/??/92)  641.579  (m)         2104.91   (f) ADJ UNCH    2 0
 HX1667
 HX1667.Superseded values are not recommended for survey control.
 HX1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1667.See file dsdata.txt to determine how the superseded data were derived.
 HX1667
 HX1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC393663(NAD 83)
 HX1667_MARKER: DB = BENCH MARK DISK
 HX1667_SETTING: 66 = SET IN ROCK OUTCROP
 HX1667_SP_SET: PROJECTING ROCK
 HX1667_STAMPING: R 263 1962
 HX1667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1667+STABILITY: POSITION/ELEVATION WELL
 HX1667
 HX1667  HISTORY     - Date     Condition        Report By
 HX1667  HISTORY     - 1962     MONUMENTED       CGS
 HX1667
 HX1667                          STATION DESCRIPTION
 HX1667
 HX1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1667'3.4 MI NE FROM ERBACON.
 HX1667'ABOUT 1.0 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1667'FROM THE POST OFFICE AT ERBACON, THENCE 2.4 MILES EAST ALONG
 HX1667'WHITE OAK RUN ROAD, ON THE INSIDE OF A CURVE WITH TANGENTS
 HX1667'EXTENDING TO THE SOUTH AND SOUTHWEST, SET ON TOP OF A ROCK THAT
 HX1667'IS ABOUT 40-FOOT LONG AND PROJECTS OUT OF THE ROAD BANK, 10 FEET
 HX1667'WEST OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTH OF THE NORTH
 HX1667'END OF THE ROCK LEDGE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 HX1667'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1567 ***********************************************************************
 HX1567  DESIGNATION -  R 264
 HX1567  PID         -  HX1567
 HX1567  STATE/COUNTY-  WV/BRAXTON
 HX1567  USGS QUAD   -  NEWVILLE (1976)
 HX1567
 HX1567                         *CURRENT SURVEY CONTROL
 HX1567  ___________________________________________________________________
 HX1567* NAD 83(1986)-  38 39 19.     (N)    080 35 42.     (W)     SCALED    
 HX1567* NAVD 88     -       309.594  (meters)    1015.73   (feet)  ADJUSTED  
 HX1567  ___________________________________________________________________
 HX1567  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HX1567  DYNAMIC HT  -         309.377 (meters)    1015.01  (feet)  COMP
 HX1567  MODELED GRAV-     979,921.0   (mgal)                       NAVD 88
 HX1567
 HX1567  VERT ORDER  -  SECOND    CLASS 0
 HX1567
 HX1567.The horizontal coordinates were scaled from a topographic map and have
 HX1567.an estimated accuracy of +/- 6 seconds.
 HX1567
 HX1567.The orthometric height was determined by differential leveling
 HX1567.and adjusted by the National Geodetic Survey in June 1991..
 HX1567
 HX1567.The geoid height was determined by GEOID03.
 HX1567
 HX1567.The dynamic height is computed by dividing the NAVD 88
 HX1567.geopotential number by the normal gravity value computed on the
 HX1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1567.degrees latitude (g = 980.6199 gals.).
 HX1567
 HX1567.The modeled gravity was interpolated from observed gravity values.
 HX1567
 HX1567;                    North         East    Units  Estimated Accuracy
 HX1567;SPC WV S     -   183,800.      635,250.      MT  (+/- 180 meters Scaled)
 HX1567
 HX1567                          SUPERSEDED SURVEY CONTROL
 HX1567
 HX1567  NGVD 29 (??/??/92)  309.772  (m)         1016.31   (f) ADJ UNCH    2 0
 HX1567
 HX1567.Superseded values are not recommended for survey control.
 HX1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1567.See file dsdata.txt to determine how the superseded data were derived.
 HX1567
 HX1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC352786(NAD 83)
 HX1567_MARKER: DB = BENCH MARK DISK
 HX1567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1567_SP_SET: RETAINING WALL
 HX1567_STAMPING: R 264 1962
 HX1567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1567
 HX1567  HISTORY     - Date     Condition        Report By
 HX1567  HISTORY     - 1962     MONUMENTED       CGS
 HX1567
 HX1567                          STATION DESCRIPTION
 HX1567
 HX1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1567'3.8 MI NW FROM CENTRALIA.
 HX1567'ABOUT 3.85 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1567'FROM THE STATION AT CENTRALIA, AT THE SOUTHEAST END OF ELK
 HX1567'TUNNEL, AT THE EAST RETAINING WALL, 0.1 MILE NORTHWEST OF POLE
 HX1567'92-20, 1 FOOT NORTHWEST OF SOUTHEAST END OF WALL, 6 FEET
 HX1567'NORTHEAST OF NORTHEAST RAIL, AND ABOUT 1 FOOT BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2140 ***********************************************************************
 HW2140  DESIGNATION -  R 265
 HW2140  PID         -  HW2140
 HW2140  STATE/COUNTY-  WV/RANDOLPH
 HW2140  USGS QUAD   -  SNYDER KNOB (1995)
 HW2140
 HW2140                         *CURRENT SURVEY CONTROL
 HW2140  ___________________________________________________________________
 HW2140* NAD 83(1986)-  38 33 23.     (N)    079 55 40.     (W)     SCALED    
 HW2140* NAVD 88     -      1114.222  (meters)    3655.58   (feet)  ADJUSTED  
 HW2140  ___________________________________________________________________
 HW2140  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 HW2140  DYNAMIC HT  -        1113.318 (meters)    3652.61  (feet)  COMP
 HW2140  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 HW2140
 HW2140  VERT ORDER  -  SECOND    CLASS 0
 HW2140
 HW2140.The horizontal coordinates were scaled from a topographic map and have
 HW2140.an estimated accuracy of +/- 6 seconds.
 HW2140
 HW2140.The orthometric height was determined by differential leveling
 HW2140.and adjusted by the National Geodetic Survey in June 1991..
 HW2140
 HW2140.The geoid height was determined by GEOID03.
 HW2140
 HW2140.The dynamic height is computed by dividing the NAVD 88
 HW2140.geopotential number by the normal gravity value computed on the
 HW2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2140.degrees latitude (g = 980.6199 gals.).
 HW2140
 HW2140.The modeled gravity was interpolated from observed gravity values.
 HW2140
 HW2140;                    North         East    Units  Estimated Accuracy
 HW2140;SPC WV S     -   173,280.      693,450.      MT  (+/- 180 meters Scaled)
 HW2140
 HW2140                          SUPERSEDED SURVEY CONTROL
 HW2140
 HW2140  NGVD 29 (??/??/92) 1114.296  (m)         3655.82   (f) ADJ UNCH    2 0
 HW2140
 HW2140.Superseded values are not recommended for survey control.
 HW2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2140.See file dsdata.txt to determine how the superseded data were derived.
 HW2140
 HW2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC934680(NAD 83)
 HW2140_MARKER: DB = BENCH MARK DISK
 HW2140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2140_SP_SET: BRIDGE
 HW2140_STAMPING: R 265 1962
 HW2140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2140
 HW2140  HISTORY     - Date     Condition        Report By
 HW2140  HISTORY     - 1962     MONUMENTED       CGS
 HW2140
 HW2140                          STATION DESCRIPTION
 HW2140
 HW2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2140'7 MI SW FROM CHEAT BRIDGE.
 HW2140'ABOUT 7 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM
 HW2140'THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE, ABOUT 0.3
 HW2140'MILE NORTH OF MILEPOST C 31, ON TOP OF SOUTH END OF THE
 HW2140'SOUTHEAST HEAD WALL OF CONCRETE BRIDE 307 OVER BLACK RUN, 13
 HW2140'FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 HW2140'THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1962 ***********************************************************************
 HW1962  DESIGNATION -  R 266
 HW1962  PID         -  HW1962
 HW1962  STATE/COUNTY-  WV/RANDOLPH
 HW1962  USGS QUAD   -  MILL CREEK (1995)
 HW1962
 HW1962                         *CURRENT SURVEY CONTROL
 HW1962  ___________________________________________________________________
 HW1962* NAD 83(1986)-  38 42 11.     (N)    079 58 36.     (W)     SCALED    
 HW1962* NAVD 88     -       619.659  (meters)    2033.00   (feet)  ADJUSTED  
 HW1962  ___________________________________________________________________
 HW1962  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HW1962  DYNAMIC HT  -         619.201 (meters)    2031.50  (feet)  COMP
 HW1962  MODELED GRAV-     979,869.7   (mgal)                       NAVD 88
 HW1962
 HW1962  VERT ORDER  -  SECOND    CLASS 0
 HW1962
 HW1962.The horizontal coordinates were scaled from a topographic map and have
 HW1962.an estimated accuracy of +/- 6 seconds.
 HW1962
 HW1962.The orthometric height was determined by differential leveling
 HW1962.and adjusted by the National Geodetic Survey in June 1991..
 HW1962
 HW1962.The geoid height was determined by GEOID03.
 HW1962
 HW1962.The dynamic height is computed by dividing the NAVD 88
 HW1962.geopotential number by the normal gravity value computed on the
 HW1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1962.degrees latitude (g = 980.6199 gals.).
 HW1962
 HW1962.The modeled gravity was interpolated from observed gravity values.
 HW1962
 HW1962;                    North         East    Units  Estimated Accuracy
 HW1962;SPC WV S     -   189,520.      689,010.      MT  (+/- 180 meters Scaled)
 HW1962
 HW1962                          SUPERSEDED SURVEY CONTROL
 HW1962
 HW1962  NGVD 29 (??/??/92)  619.810  (m)         2033.49   (f) ADJ UNCH    2 0
 HW1962
 HW1962.Superseded values are not recommended for survey control.
 HW1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1962.See file dsdata.txt to determine how the superseded data were derived.
 HW1962
 HW1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC889843(NAD 83)
 HW1962_MARKER: DB = BENCH MARK DISK
 HW1962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1962_SP_SET: CULVERT
 HW1962_STAMPING: R 266 1962
 HW1962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1962
 HW1962  HISTORY     - Date     Condition        Report By
 HW1962  HISTORY     - 1962     MONUMENTED       CGS
 HW1962
 HW1962                          STATION DESCRIPTION
 HW1962
 HW1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1962'0.7 MI SE FROM HUTTONSVILLE.
 HW1962'ABOUT 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE JUNCTION
 HW1962'OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, 19 FEET EAST OF
 HW1962'CENTER LINE OF HIGHWAY, 15 FEET SOUTHWEST OF A TELEPHONE POLE,
 HW1962'ABOUT 1 FOOT ABOVE HIGHWAY LEVEL, AND SET ON TOP OF THE NORTH END
 HW1962'OF EAST HEAD WALL OF A 6 FOOT CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1622 ***********************************************************************
 HX1622  DESIGNATION -  R 267
 HX1622  PID         -  HX1622
 HX1622  STATE/COUNTY-  WV/BRAXTON
 HX1622  USGS QUAD   -  ORLANDO (1989)
 HX1622
 HX1622                         *CURRENT SURVEY CONTROL
 HX1622  ___________________________________________________________________
 HX1622* NAD 83(1986)-  38 48 00.     (N)    080 30 05.     (W)     SCALED    
 HX1622* NAVD 88     -       307.176  (meters)    1007.79   (feet)  ADJUSTED  
 HX1622  ___________________________________________________________________
 HX1622  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HX1622  DYNAMIC HT  -         306.971 (meters)    1007.12  (feet)  COMP
 HX1622  MODELED GRAV-     979,952.3   (mgal)                       NAVD 88
 HX1622
 HX1622  VERT ORDER  -  SECOND    CLASS 0
 HX1622
 HX1622.The horizontal coordinates were scaled from a topographic map and have
 HX1622.an estimated accuracy of +/- 6 seconds.
 HX1622
 HX1622.The orthometric height was determined by differential leveling
 HX1622.and adjusted by the National Geodetic Survey in June 1991..
 HX1622
 HX1622.The geoid height was determined by GEOID03.
 HX1622
 HX1622.The dynamic height is computed by dividing the NAVD 88
 HX1622.geopotential number by the normal gravity value computed on the
 HX1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1622.degrees latitude (g = 980.6199 gals.).
 HX1622
 HX1622.The modeled gravity was interpolated from observed gravity values.
 HX1622
 HX1622;                    North         East    Units  Estimated Accuracy
 HX1622;SPC WV S     -   199,900.      643,310.      MT  (+/- 180 meters Scaled)
 HX1622
 HX1622                          SUPERSEDED SURVEY CONTROL
 HX1622
 HX1622  NGVD 29 (??/??/92)  307.367  (m)         1008.42   (f) ADJ UNCH    2 0
 HX1622
 HX1622.Superseded values are not recommended for survey control.
 HX1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1622.See file dsdata.txt to determine how the superseded data were derived.
 HX1622
 HX1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC432947(NAD 83)
 HX1622_MARKER: DB = BENCH MARK DISK
 HX1622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1622_SP_SET: BRIDGE
 HX1622_STAMPING: R 267 1962
 HX1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1622
 HX1622  HISTORY     - Date     Condition        Report By
 HX1622  HISTORY     - 1962     MONUMENTED       CGS
 HX1622
 HX1622                          STATION DESCRIPTION
 HX1622
 HX1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1622'4.4 MI NE FROM FALLS MILL.
 HX1622'ABOUT 4.4 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1622'OFFICE AT FALLS MILL, SET ON TOP OF THE WEST END OF THE SOUTH
 HX1622'HEAD WALL OF A 24-FOOT BRIDGE OVER A SMALL STREAM, 24 FEET SOUTH
 HX1622'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE
 HX1622'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1598 ***********************************************************************
 HX1598  DESIGNATION -  R 268
 HX1598  PID         -  HX1598
 HX1598  STATE/COUNTY-  WV/BRAXTON
 HX1598  USGS QUAD   -  ORLANDO (1989)
 HX1598
 HX1598                         *CURRENT SURVEY CONTROL
 HX1598  ___________________________________________________________________
 HX1598* NAD 83(1986)-  38 49 52.     (N)    080 35 09.     (W)     SCALED    
 HX1598* NAVD 88     -       239.671  (meters)     786.32   (feet)  ADJUSTED  
 HX1598  ___________________________________________________________________
 HX1598  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HX1598  DYNAMIC HT  -         239.516 (meters)     785.81  (feet)  COMP
 HX1598  MODELED GRAV-     979,975.3   (mgal)                       NAVD 88
 HX1598
 HX1598  VERT ORDER  -  SECOND    CLASS 0
 HX1598
 HX1598.The horizontal coordinates were scaled from a topographic map and have
 HX1598.an estimated accuracy of +/- 6 seconds.
 HX1598
 HX1598.The orthometric height was determined by differential leveling
 HX1598.and adjusted by the National Geodetic Survey in June 1991..
 HX1598
 HX1598.The geoid height was determined by GEOID03.
 HX1598
 HX1598.The dynamic height is computed by dividing the NAVD 88
 HX1598.geopotential number by the normal gravity value computed on the
 HX1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1598.degrees latitude (g = 980.6199 gals.).
 HX1598
 HX1598.The modeled gravity was interpolated from observed gravity values.
 HX1598
 HX1598;                    North         East    Units  Estimated Accuracy
 HX1598;SPC WV S     -   203,320.      635,960.      MT  (+/- 180 meters Scaled)
 HX1598
 HX1598                          SUPERSEDED SURVEY CONTROL
 HX1598
 HX1598  NGVD 29 (??/??/92)  239.874  (m)          786.99   (f) ADJ UNCH    2 0
 HX1598
 HX1598.Superseded values are not recommended for survey control.
 HX1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1598.See file dsdata.txt to determine how the superseded data were derived.
 HX1598
 HX1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC359981(NAD 83)
 HX1598_MARKER: DB = BENCH MARK DISK
 HX1598_SETTING: 80 = SET IN A BOULDER
 HX1598_SP_SET: BOULDER
 HX1598_STAMPING: R 268 1962
 HX1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1598+STABILITY: SURFACE MOTION
 HX1598
 HX1598  HISTORY     - Date     Condition        Report By
 HX1598  HISTORY     - 1962     MONUMENTED       CGS
 HX1598  HISTORY     - 1976     GOOD             NGS
 HX1598
 HX1598                          STATION DESCRIPTION
 HX1598
 HX1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1598'3.5 MI SE FROM ORLANDO.
 HX1598'ABOUT 1.0 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1598'FROM THE POST OFFICE AT ORLANDO, THENCE ABOUT 2.5 MILES SOUTHEAST
 HX1598'AND THEN SOUTH ALONG A WOODS ROAD THAT FOLLOWS ALONG FLESHER
 HX1598'RUN, SET VERTICALLY IN THE NORTHWEST FACE OF AN EMBEDDED BOULDER
 HX1598'THAT IS ABOUT 9 FEET LONG AND 5 FEET HIGH, 47 FEET SOUTHEAST OF
 HX1598'THE CENTER LINE OF THE ROAD, 65 FEET EAST OF A WOODEN BRIDGE, 113
 HX1598'YARDS SOUTHEAST OF A FARM HOUSE, AND ABOUT 5 FEET ABOVE THE
 HX1598'LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED
 HX1598'BY GOING ABOUT 1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM
 HX1598'THE POST OFFICE AT NAPIER, THENCE 2.35 MILES NORTHWEST ALONG A
 HX1598'BLACK TOP ROAD, THENCE 1.0 MILE NORTHWEST ALONG STATE HIGHWAY
 HX1598'5, THENCE 0.65 MILE NORTH ALONG A WOODS ROAD THAT FOLLOWS ALONG
 HX1598'FLESHER RUN.
 HX1598
 HX1598                          STATION RECOVERY (1976)
 HX1598
 HX1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1633 ***********************************************************************
 HX1633  DESIGNATION -  R 269
 HX1633  PID         -  HX1633
 HX1633  STATE/COUNTY-  WV/BRAXTON
 HX1633  USGS QUAD   -  NEWVILLE (1976)
 HX1633
 HX1633                         *CURRENT SURVEY CONTROL
 HX1633  ___________________________________________________________________
 HX1633* NAD 83(1986)-  38 43 42.     (N)    080 32 19.     (W)     SCALED    
 HX1633* NAVD 88     -       483.912  (meters)    1587.63   (feet)  ADJUSTED  
 HX1633  ___________________________________________________________________
 HX1633  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HX1633  DYNAMIC HT  -         483.587 (meters)    1586.57  (feet)  COMP
 HX1633  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 HX1633
 HX1633  VERT ORDER  -  SECOND    CLASS 0
 HX1633
 HX1633.The horizontal coordinates were scaled from a topographic map and have
 HX1633.an estimated accuracy of +/- 6 seconds.
 HX1633
 HX1633.The orthometric height was determined by differential leveling
 HX1633.and adjusted by the National Geodetic Survey in June 1991..
 HX1633
 HX1633.The geoid height was determined by GEOID03.
 HX1633
 HX1633.The dynamic height is computed by dividing the NAVD 88
 HX1633.geopotential number by the normal gravity value computed on the
 HX1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1633.degrees latitude (g = 980.6199 gals.).
 HX1633
 HX1633.The modeled gravity was interpolated from observed gravity values.
 HX1633
 HX1633;                    North         East    Units  Estimated Accuracy
 HX1633;SPC WV S     -   191,930.      640,120.      MT  (+/- 180 meters Scaled)
 HX1633
 HX1633                          SUPERSEDED SURVEY CONTROL
 HX1633
 HX1633  NGVD 29 (??/??/92)  484.099  (m)         1588.25   (f) ADJ UNCH    2 0
 HX1633
 HX1633.Superseded values are not recommended for survey control.
 HX1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1633.See file dsdata.txt to determine how the superseded data were derived.
 HX1633
 HX1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC401867(NAD 83)
 HX1633_MARKER: DB = BENCH MARK DISK
 HX1633_SETTING: 66 = SET IN ROCK OUTCROP
 HX1633_SP_SET: ROCK OUTCROP
 HX1633_STAMPING: R 269 1962
 HX1633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1633+STABILITY: POSITION/ELEVATION WELL
 HX1633
 HX1633  HISTORY     - Date     Condition        Report By
 HX1633  HISTORY     - 1962     MONUMENTED       CGS
 HX1633
 HX1633                          STATION DESCRIPTION
 HX1633
 HX1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1633'5.8 MI S FROM FALLS MILL.
 HX1633'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1633'OFFICE AT FALLS MILL, THENCE ABOUT 5.0 MILES SOUTHWEST AND
 HX1633'SOUTHEAST ALONG A MOUNTAIN ROAD, SET ON TOP OF A ROCK OUTCROP THAT
 HX1633'IS AT THE TOP OF A SMALL HILL, 31 FEET SOUTH OF THE CENTER OF A
 HX1633'ROAD JUNCTION, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 HX1633'9 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE, 7 FEET NORTHWEST
 HX1633'OF A 12-INCH HICKORY TREE, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 HX1633'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0074 ***********************************************************************
 JX0074  DESIGNATION -  R 27
 JX0074  PID         -  JX0074
 JX0074  STATE/COUNTY-  WV/MARION
 JX0074  USGS QUAD   -  RIVESVILLE (1976)
 JX0074
 JX0074                         *CURRENT SURVEY CONTROL
 JX0074  ___________________________________________________________________
 JX0074* NAD 83(1986)-  39 31 49.     (N)    080 04 30.     (W)     SCALED    
 JX0074* NAVD 88     -       265.300  (meters)     870.41   (feet)  POSTED    
 JX0074  ___________________________________________________________________
 JX0074  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JX0074  DYNAMIC HT  -         265.140 (meters)     869.88  (feet)  COMP
 JX0074  MODELED GRAV-     980,014.2   (mgal)                       NAVD 88
 JX0074
 JX0074  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JX0074
 JX0074.The horizontal coordinates were scaled from a topographic map and have
 JX0074.an estimated accuracy of +/- 6 seconds.
 JX0074
 JX0074.The orthometric height was determined by differential leveling
 JX0074.and adjusted by the National Geodetic Survey in 1992..
 JX0074.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JX0074.rate of 1.1 thru 2.0 mm/km.
 JX0074
 JX0074.The geoid height was determined by GEOID03.
 JX0074
 JX0074.The dynamic height is computed by dividing the NAVD 88
 JX0074.geopotential number by the normal gravity value computed on the
 JX0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0074.degrees latitude (g = 980.6199 gals.).
 JX0074
 JX0074.The modeled gravity was interpolated from observed gravity values.
 JX0074
 JX0074;                    North         East    Units  Estimated Accuracy
 JX0074;SPC WV N     -   114,540.      550,570.      MT  (+/- 180 meters Scaled)
 JX0074
 JX0074                          SUPERSEDED SURVEY CONTROL
 JX0074
 JX0074  NGVD 29 (??/??/92)  265.451  (m)          870.90   (f) ADJ UNCH    1 2
 JX0074
 JX0074.Superseded values are not recommended for survey control.
 JX0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0074.See file dsdata.txt to determine how the superseded data were derived.
 JX0074
 JX0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND794760(NAD 83)
 JX0074_MARKER: DB = BENCH MARK DISK
 JX0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0074_STAMPING: R 27 1935
 JX0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0074+STABILITY: SURFACE MOTION
 JX0074
 JX0074  HISTORY     - Date     Condition        Report By
 JX0074  HISTORY     - 1935     MONUMENTED       CGS
 JX0074  HISTORY     - 1960     MARK NOT FOUND   NGS
 JX0074
 JX0074                          STATION DESCRIPTION
 JX0074
 JX0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JX0074'7.4 MI NE FROM FAIRMONT.
 JX0074'7.4 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0074'THE STATION AT FAIRMONT, MARION COUNTY, 0.3 MILE EAST OF THE
 JX0074'STATION AT CATAWBA, 95 FEET SOUTHEAST OF BRIDGE 368, 42 FEET
 JX0074'SOUTH OF THE SOUTH RAIL, AND OPPOSITE POLE 120.  A STANDARD DISK,
 JX0074'STAMPED R 27 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0218 ***********************************************************************
 HX0218  DESIGNATION -  R 270
 HX0218  PID         -  HX0218
 HX0218  STATE/COUNTY-  WV/UPSHUR
 HX0218  USGS QUAD   -  ROCK CAVE (1966)
 HX0218
 HX0218                         *CURRENT SURVEY CONTROL
 HX0218  ___________________________________________________________________
 HX0218* NAD 83(1986)-  38 49 20.     (N)    080 20 20.     (W)     SCALED    
 HX0218* NAVD 88     -       475.432  (meters)    1559.81   (feet)  ADJUSTED  
 HX0218  ___________________________________________________________________
 HX0218  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HX0218  DYNAMIC HT  -         475.096 (meters)    1558.71  (feet)  COMP
 HX0218  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 HX0218
 HX0218  VERT ORDER  -  SECOND    CLASS 0
 HX0218
 HX0218.The horizontal coordinates were scaled from a topographic map and have
 HX0218.an estimated accuracy of +/- 6 seconds.
 HX0218
 HX0218.The orthometric height was determined by differential leveling
 HX0218.and adjusted by the National Geodetic Survey in June 1991..
 HX0218
 HX0218.The geoid height was determined by GEOID03.
 HX0218
 HX0218.The dynamic height is computed by dividing the NAVD 88
 HX0218.geopotential number by the normal gravity value computed on the
 HX0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0218.degrees latitude (g = 980.6199 gals.).
 HX0218
 HX0218.The modeled gravity was interpolated from observed gravity values.
 HX0218
 HX0218;                    North         East    Units  Estimated Accuracy
 HX0218;SPC WV S     -   202,460.      657,410.      MT  (+/- 180 meters Scaled)
 HX0218
 HX0218                          SUPERSEDED SURVEY CONTROL
 HX0218
 HX0218  NGVD 29 (??/??/92)  475.602  (m)         1560.37   (f) ADJ UNCH    2 0
 HX0218
 HX0218.Superseded values are not recommended for survey control.
 HX0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0218.See file dsdata.txt to determine how the superseded data were derived.
 HX0218
 HX0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC573972(NAD 83)
 HX0218_MARKER: DB = BENCH MARK DISK
 HX0218_SETTING: 66 = SET IN ROCK OUTCROP
 HX0218_SP_SET: ROCK LEDGE
 HX0218_STAMPING: R 270 1962
 HX0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0218+STABILITY: POSITION/ELEVATION WELL
 HX0218
 HX0218  HISTORY     - Date     Condition        Report By
 HX0218  HISTORY     - 1962     MONUMENTED       CGS
 HX0218
 HX0218                          STATION DESCRIPTION
 HX0218
 HX0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0218'1.8 MI N FROM ARLINGTON.
 HX0218'ABOUT 1.8 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX0218'OFFICE AT ARLINGTON, SET VERTICALLY IN THE EAST FACE OF A
 HX0218'ROCK LEDGE THAT IS ABOUT 287 FEET LONG AND 10 FEET HIGH, 13 FEET
 HX0218'SOUTH OF THE NORTH END OF THE LEDGE, 234 FEET NORTH OF THE
 HX0218'WILSONTOWN ROAD, 19 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HX0218'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0344 ***********************************************************************
 HX0344  DESIGNATION -  R 271
 HX0344  PID         -  HX0344
 HX0344  STATE/COUNTY-  WV/RANDOLPH
 HX0344  USGS QUAD   -  PICKENS (1977)
 HX0344
 HX0344                         *CURRENT SURVEY CONTROL
 HX0344  ___________________________________________________________________
 HX0344* NAD 83(1986)-  38 39 49.     (N)    080 13 11.     (W)     SCALED    
 HX0344* NAVD 88     -       808.557  (meters)    2652.74   (feet)  ADJUSTED  
 HX0344  ___________________________________________________________________
 HX0344  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX0344  DYNAMIC HT  -         807.929 (meters)    2650.68  (feet)  COMP
 HX0344  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 HX0344
 HX0344  VERT ORDER  -  SECOND    CLASS 0
 HX0344
 HX0344.The horizontal coordinates were scaled from a topographic map and have
 HX0344.an estimated accuracy of +/- 6 seconds.
 HX0344
 HX0344.The orthometric height was determined by differential leveling
 HX0344.and adjusted by the National Geodetic Survey in June 1991..
 HX0344
 HX0344.The geoid height was determined by GEOID03.
 HX0344
 HX0344.The dynamic height is computed by dividing the NAVD 88
 HX0344.geopotential number by the normal gravity value computed on the
 HX0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0344.degrees latitude (g = 980.6199 gals.).
 HX0344
 HX0344.The modeled gravity was interpolated from observed gravity values.
 HX0344
 HX0344;                    North         East    Units  Estimated Accuracy
 HX0344;SPC WV S     -   184,930.      667,910.      MT  (+/- 180 meters Scaled)
 HX0344
 HX0344                          SUPERSEDED SURVEY CONTROL
 HX0344
 HX0344  NGVD 29 (??/??/92)  808.685  (m)         2653.16   (f) ADJ UNCH    2 0
 HX0344
 HX0344.Superseded values are not recommended for survey control.
 HX0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0344.See file dsdata.txt to determine how the superseded data were derived.
 HX0344
 HX0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC678797(NAD 83)
 HX0344_MARKER: DB = BENCH MARK DISK
 HX0344_SETTING: 66 = SET IN ROCK OUTCROP
 HX0344_SP_SET: ROCK OUTCROP
 HX0344_STAMPING: R 271 1962
 HX0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0344+STABILITY: POSITION/ELEVATION WELL
 HX0344
 HX0344  HISTORY     - Date     Condition        Report By
 HX0344  HISTORY     - 1962     MONUMENTED       CGS
 HX0344
 HX0344                          STATION DESCRIPTION
 HX0344
 HX0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0344'0.8 MI N FROM PICKENS.
 HX0344'ABOUT 0.8 MILE NORTH ALONG COUNTY ROAD 50 FROM THE POST OFFICE
 HX0344'AT PICKENS, SET VERTICALLY IN THE WEST FACE OF A ROCK OUTCROP
 HX0344'THAT IS ABOUT 7 FEET LONG AND 3 FEET HIGH, APPROXIMATELY 150
 HX0344'YARDS NORTH OF A SAW MILL, 55 FEET NORTHEAST OF THE NORTHEAST
 HX0344'CORNER OF A WOODEN FRAME BUILDING USED AS A WORK SHOP AND GARAGE
 HX0344'FOR THE SAW MILL, 47 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HX0344'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1623 ***********************************************************************
 HX1623  DESIGNATION -  R 272
 HX1623  PID         -  HX1623
 HX1623  STATE/COUNTY-  WV/BRAXTON
 HX1623  USGS QUAD   -  NEWVILLE (1976)
 HX1623
 HX1623                         *CURRENT SURVEY CONTROL
 HX1623  ___________________________________________________________________
 HX1623* NAD 83(1986)-  38 41 07.     (N)    080 31 20.     (W)     SCALED    
 HX1623* NAVD 88     -       304.596  (meters)     999.33   (feet)  ADJUSTED  
 HX1623  ___________________________________________________________________
 HX1623  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HX1623  DYNAMIC HT  -         304.389 (meters)     998.65  (feet)  COMP
 HX1623  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 HX1623
 HX1623  VERT ORDER  -  SECOND    CLASS 0
 HX1623
 HX1623.The horizontal coordinates were scaled from a topographic map and have
 HX1623.an estimated accuracy of +/- 6 seconds.
 HX1623
 HX1623.The orthometric height was determined by differential leveling
 HX1623.and adjusted by the National Geodetic Survey in June 1991..
 HX1623
 HX1623.The geoid height was determined by GEOID03.
 HX1623
 HX1623.The dynamic height is computed by dividing the NAVD 88
 HX1623.geopotential number by the normal gravity value computed on the
 HX1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1623.degrees latitude (g = 980.6199 gals.).
 HX1623
 HX1623.The modeled gravity was interpolated from observed gravity values.
 HX1623
 HX1623;                    North         East    Units  Estimated Accuracy
 HX1623;SPC WV S     -   187,160.      641,570.      MT  (+/- 180 meters Scaled)
 HX1623
 HX1623                          SUPERSEDED SURVEY CONTROL
 HX1623
 HX1623  NGVD 29 (??/??/92)  304.779  (m)          999.93   (f) ADJ UNCH    2 0
 HX1623
 HX1623.Superseded values are not recommended for survey control.
 HX1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1623.See file dsdata.txt to determine how the superseded data were derived.
 HX1623
 HX1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC415819(NAD 83)
 HX1623_MARKER: DB = BENCH MARK DISK
 HX1623_SETTING: 66 = SET IN ROCK OUTCROP
 HX1623_SP_SET: EMBEDDED ROCK
 HX1623_STAMPING: R 272 1962
 HX1623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1623+STABILITY: POSITION/ELEVATION WELL
 HX1623
 HX1623  HISTORY     - Date     Condition        Report By
 HX1623  HISTORY     - 1962     MONUMENTED       CGS
 HX1623
 HX1623                          STATION DESCRIPTION
 HX1623
 HX1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1623'14 MI S FROM FALLS MILL.
 HX1623'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1623'OFFICE AT FALLS MILL, THENCE 13.3 MILES SOUTHWEST AND THEN
 HX1623'SOUTHEAST ALONG A MOUNTAIN ROAD, SET ON TOP OF AN EMBEDDED ROCK
 HX1623'THAT IS ABOUT 21-BY 13-FOOT WIDE THAT IS ON THE EAST SIDE OF A
 HX1623'SMALL STREAM, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 15
 HX1623'FEET SOUTHEAST OF A SMALL STREAM, AND ABOUT 4 FEET ABOVE THE
 HX1623'LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED
 HX1623'BY GOING ABOUT 3.6 MILES EAST ALONG A ROAD THAT LEADS TO KANAWHA
 HX1623'CAMP FROM THE POST OFFICE AT NEWVILLE, THENCE 1.5 MILES NORTHEAST
 HX1623'AND THEN EAST ALONG THE HOLLY RIVER ROAD THAT FOLLOWS ALONG THE
 HX1623'LEFT FORK OF THE HOLLY RIVER, THENCE 0.7 MILE NORTH ALONG A
 HX1623'MOUNTAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0374 ***********************************************************************
 HX0374  DESIGNATION -  R 273
 HX0374  PID         -  HX0374
 HX0374  STATE/COUNTY-  WV/UPSHUR
 HX0374  USGS QUAD   -  BUCKHANNON (1989)
 HX0374
 HX0374                         *CURRENT SURVEY CONTROL
 HX0374  ___________________________________________________________________
 HX0374* NAD 83(1986)-  38 53 13.     (N)    080 11 57.     (W)     SCALED    
 HX0374* NAVD 88     -       477.115  (meters)    1565.33   (feet)  ADJUSTED  
 HX0374  ___________________________________________________________________
 HX0374  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 HX0374  DYNAMIC HT  -         476.789 (meters)    1564.27  (feet)  COMP
 HX0374  MODELED GRAV-     979,929.2   (mgal)                       NAVD 88
 HX0374
 HX0374  VERT ORDER  -  SECOND    CLASS 0
 HX0374
 HX0374.The horizontal coordinates were scaled from a topographic map and have
 HX0374.an estimated accuracy of +/- 6 seconds.
 HX0374
 HX0374.The orthometric height was determined by differential leveling
 HX0374.and adjusted by the National Geodetic Survey in June 1991..
 HX0374
 HX0374.The geoid height was determined by GEOID03.
 HX0374
 HX0374.The dynamic height is computed by dividing the NAVD 88
 HX0374.geopotential number by the normal gravity value computed on the
 HX0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0374.degrees latitude (g = 980.6199 gals.).
 HX0374
 HX0374.The modeled gravity was interpolated from observed gravity values.
 HX0374
 HX0374;                    North         East    Units  Estimated Accuracy
 HX0374;SPC WV S     -   209,740.      669,480.      MT  (+/- 180 meters Scaled)
 HX0374
 HX0374                          SUPERSEDED SURVEY CONTROL
 HX0374
 HX0374  NGVD 29 (??/??/92)  477.295  (m)         1565.93   (f) ADJ UNCH    2 0
 HX0374
 HX0374.Superseded values are not recommended for survey control.
 HX0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0374.See file dsdata.txt to determine how the superseded data were derived.
 HX0374
 HX0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND694045(NAD 83)
 HX0374_MARKER: DB = BENCH MARK DISK
 HX0374_SETTING: 80 = SET IN A BOULDER
 HX0374_SP_SET: BOULDER
 HX0374_STAMPING: R 273 1962
 HX0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0374+STABILITY: SURFACE MOTION
 HX0374
 HX0374  HISTORY     - Date     Condition        Report By
 HX0374  HISTORY     - 1962     MONUMENTED       CGS
 HX0374
 HX0374                          STATION DESCRIPTION
 HX0374
 HX0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0374'6.9 MI N FROM ALTON.
 HX0374'ABOUT 6.2 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0374'FROM THE POST OFFICE AT ALTON, 0.1 MILE NORTH OF POLE 5-10, S
 HX0374'ON TOP OF A LARGE EMBEDDED ROCK BOULDER THAT IS ABOUT 10-BY
 HX0374'14-FOOT LONG AND 6 1/2 FEET HIGH, 20 1/2 FEET EAST OF THE EAST
 HX0374'RAIL, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0091 ***********************************************************************
 HX0091  DESIGNATION -  R 274
 HX0091  PID         -  HX0091
 HX0091  STATE/COUNTY-  WV/UPSHUR
 HX0091  USGS QUAD   -  ELLAMORE (1987)
 HX0091
 HX0091                         *CURRENT SURVEY CONTROL
 HX0091  ___________________________________________________________________
 HX0091* NAD 83(1986)-  38 55 53.     (N)    080 05 47.     (W)     SCALED    
 HX0091* NAVD 88     -       580.012  (meters)    1902.92   (feet)  ADJUSTED  
 HX0091  ___________________________________________________________________
 HX0091  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HX0091  DYNAMIC HT  -         579.604 (meters)    1901.58  (feet)  COMP
 HX0091  MODELED GRAV-     979,906.0   (mgal)                       NAVD 88
 HX0091
 HX0091  VERT ORDER  -  SECOND    CLASS 0
 HX0091
 HX0091.The horizontal coordinates were scaled from a topographic map and have
 HX0091.an estimated accuracy of +/- 6 seconds.
 HX0091
 HX0091.The orthometric height was determined by differential leveling
 HX0091.and adjusted by the National Geodetic Survey in June 1991..
 HX0091
 HX0091.The geoid height was determined by GEOID03.
 HX0091
 HX0091.The dynamic height is computed by dividing the NAVD 88
 HX0091.geopotential number by the normal gravity value computed on the
 HX0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0091.degrees latitude (g = 980.6199 gals.).
 HX0091
 HX0091.The modeled gravity was interpolated from observed gravity values.
 HX0091
 HX0091;                    North         East    Units  Estimated Accuracy
 HX0091;SPC WV S     -   214,750.      678,350.      MT  (+/- 180 meters Scaled)
 HX0091
 HX0091                          SUPERSEDED SURVEY CONTROL
 HX0091
 HX0091  NGVD 29 (??/??/92)  580.174  (m)         1903.45   (f) ADJ UNCH    2 0
 HX0091
 HX0091.Superseded values are not recommended for survey control.
 HX0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0091.See file dsdata.txt to determine how the superseded data were derived.
 HX0091
 HX0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND783095(NAD 83)
 HX0091_MARKER: DB = BENCH MARK DISK
 HX0091_SETTING: 80 = SET IN A BOULDER
 HX0091_SP_SET: BOULDER
 HX0091_STAMPING: R 274 1962
 HX0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0091+STABILITY: SURFACE MOTION
 HX0091
 HX0091  HISTORY     - Date     Condition        Report By
 HX0091  HISTORY     - 1962     MONUMENTED       CGS
 HX0091
 HX0091                          STATION DESCRIPTION
 HX0091
 HX0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0091'2.1 MI NW FROM ELLAMORE.
 HX0091'ABOUT 1.3 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX0091'OFFICE AT ELLAMORE, THENCE 0.8 MILE WEST ALONG AN ABANDONED
 HX0091'RAILROAD, SET ON TOP OF THE NORTHWEST END OF AN EMBEDDED BOULDER
 HX0091'THAT IS ABOUT 8-BY 15-FOOT LONG, 130 FEET WEST OF A WOODS ROAD
 HX0091'CROSSING, 44 FEET NORTHWEST OF THE CENTER LINE OF THE ROADBED,
 HX0091'AND ABOUT 3 FEET BELOW THE LEVEL OF THE ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0464 ***********************************************************************
 HX0464  DESIGNATION -  R 275
 HX0464  PID         -  HX0464
 HX0464  STATE/COUNTY-  WV/RANDOLPH
 HX0464  USGS QUAD   -  CASSITY (1977)
 HX0464
 HX0464                         *CURRENT SURVEY CONTROL
 HX0464  ___________________________________________________________________
 HX0464* NAD 83(1986)-  38 45 53.     (N)    080 00 14.     (W)     SCALED    
 HX0464* NAVD 88     -       757.302  (meters)    2484.58   (feet)  ADJUSTED  
 HX0464  ___________________________________________________________________
 HX0464  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HX0464  DYNAMIC HT  -         756.734 (meters)    2482.72  (feet)  COMP
 HX0464  MODELED GRAV-     979,852.2   (mgal)                       NAVD 88
 HX0464
 HX0464  VERT ORDER  -  SECOND    CLASS 0
 HX0464
 HX0464.The horizontal coordinates were scaled from a topographic map and have
 HX0464.an estimated accuracy of +/- 6 seconds.
 HX0464
 HX0464.The orthometric height was determined by differential leveling
 HX0464.and adjusted by the National Geodetic Survey in June 1991..
 HX0464
 HX0464.The geoid height was determined by GEOID03.
 HX0464
 HX0464.The dynamic height is computed by dividing the NAVD 88
 HX0464.geopotential number by the normal gravity value computed on the
 HX0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0464.degrees latitude (g = 980.6199 gals.).
 HX0464
 HX0464.The modeled gravity was interpolated from observed gravity values.
 HX0464
 HX0464;                    North         East    Units  Estimated Accuracy
 HX0464;SPC WV S     -   196,340.      686,570.      MT  (+/- 180 meters Scaled)
 HX0464
 HX0464                          SUPERSEDED SURVEY CONTROL
 HX0464
 HX0464  NGVD 29 (??/??/92)  757.448  (m)         2485.06   (f) ADJ UNCH    2 0
 HX0464
 HX0464.Superseded values are not recommended for survey control.
 HX0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0464.See file dsdata.txt to determine how the superseded data were derived.
 HX0464
 HX0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC865911(NAD 83)
 HX0464_MARKER: DB = BENCH MARK DISK
 HX0464_SETTING: 66 = SET IN ROCK OUTCROP
 HX0464_SP_SET: ROCK OUTCROP
 HX0464_STAMPING: R 275 1962
 HX0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0464+STABILITY: POSITION/ELEVATION WELL
 HX0464
 HX0464  HISTORY     - Date     Condition        Report By
 HX0464  HISTORY     - 1962     MONUMENTED       CGS
 HX0464
 HX0464                          STATION DESCRIPTION
 HX0464
 HX0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0464'4.5 MI W FROM MILL CREEK.
 HX0464'ABOUT 4.5 MILES WEST ALONG A BLACK TOP ROAD FROM THE MILL CREEK
 HX0464'BANK, SET ON TOP OF A ROCK OUTCROP THAT IS PART OF A ROCK CUT
 HX0464'THAT IS ABOUT 37 FEET LONG, 14 FEET NORTH OF THE CENTER LINE OF
 HX0464'THE ROAD, 0.3 FOOT NORTH OF THE SOUTH EDGE OF THE ROCK, 91 FEET
 HX0464'EAST OF A TELEPHONE POLE D-110, AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0436 ***********************************************************************
 HX0436  DESIGNATION -  R 276
 HX0436  PID         -  HX0436
 HX0436  STATE/COUNTY-  WV/UPSHUR
 HX0436  USGS QUAD   -  ALTON (1989)
 HX0436
 HX0436                         *CURRENT SURVEY CONTROL
 HX0436  ___________________________________________________________________
 HX0436* NAD 83(1986)-  38 45 36.     (N)    080 10 08.     (W)     SCALED    
 HX0436* NAVD 88     -       626.053  (meters)    2053.98   (feet)  ADJUSTED  
 HX0436  ___________________________________________________________________
 HX0436  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX0436  DYNAMIC HT  -         625.589 (meters)    2052.45  (feet)  COMP
 HX0436  MODELED GRAV-     979,867.1   (mgal)                       NAVD 88
 HX0436
 HX0436  VERT ORDER  -  SECOND    CLASS 0
 HX0436
 HX0436.The horizontal coordinates were scaled from a topographic map and have
 HX0436.an estimated accuracy of +/- 6 seconds.
 HX0436
 HX0436.The orthometric height was determined by differential leveling
 HX0436.and adjusted by the National Geodetic Survey in June 1991..
 HX0436
 HX0436.The geoid height was determined by GEOID03.
 HX0436
 HX0436.The dynamic height is computed by dividing the NAVD 88
 HX0436.geopotential number by the normal gravity value computed on the
 HX0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0436.degrees latitude (g = 980.6199 gals.).
 HX0436
 HX0436.The modeled gravity was interpolated from observed gravity values.
 HX0436
 HX0436;                    North         East    Units  Estimated Accuracy
 HX0436;SPC WV S     -   195,670.      672,240.      MT  (+/- 180 meters Scaled)
 HX0436
 HX0436                          SUPERSEDED SURVEY CONTROL
 HX0436
 HX0436  NGVD 29 (??/??/92)  626.198  (m)         2054.45   (f) ADJ UNCH    2 0
 HX0436
 HX0436.Superseded values are not recommended for survey control.
 HX0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0436.See file dsdata.txt to determine how the superseded data were derived.
 HX0436
 HX0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC722904(NAD 83)
 HX0436_MARKER: DB = BENCH MARK DISK
 HX0436_SETTING: 66 = SET IN ROCK OUTCROP
 HX0436_SP_SET: ROCK PROJECTION
 HX0436_STAMPING: R 276 1962
 HX0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0436+STABILITY: POSITION/ELEVATION WELL
 HX0436
 HX0436  HISTORY     - Date     Condition        Report By
 HX0436  HISTORY     - 1962     MONUMENTED       CGS
 HX0436  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0436
 HX0436                          STATION DESCRIPTION
 HX0436
 HX0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0436'1 MI NW FROM PALACE VALLEY.
 HX0436'ABOUT 1.0 MILE NORTHWEST ALONG A TRAIL ROAD FROM THE CONCRETE
 HX0436'BRIDGE OVER THE LEFT FORK OF THE BUCKHANNON RIVER AT PALACE
 HX0436'VALLEY, SET ON TOP OF A ROCK THAT IS ABOUT 6-BY 8-FOOT LONG
 HX0436'AND PROJECTS OUT OF THE ROAD BANK, 21 FEET SOUTHEAST OF THE CENTER
 HX0436'LINE OF THE ROAD, 45 FEET SOUTH OF THE CENTER OF THE JUNCTION OF
 HX0436'A ROAD LEADING NORTHWEST, 1 FOOT EAST OF THE WEST EDGE OF THE
 HX0436'ROCK, 0.05 MILE SOUTH OF A VILLAGE FORMERLY KNOWN AS SHAHAN,
 HX0436'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0436
 HX0436                          STATION RECOVERY (1973)
 HX0436
 HX0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2123 ***********************************************************************
 HW2123  DESIGNATION -  R 277
 HW2123  PID         -  HW2123
 HW2123  STATE/COUNTY-  WV/RANDOLPH
 HW2123  USGS QUAD   -  BEVERLY WEST (1995)
 HW2123
 HW2123                         *CURRENT SURVEY CONTROL
 HW2123  ___________________________________________________________________
 HW2123* NAD 83(1986)-  38 47 37.     (N)    079 57 40.     (W)     SCALED    
 HW2123* NAVD 88     -      1007.819  (meters)    3306.49   (feet)  ADJUSTED  
 HW2123  ___________________________________________________________________
 HW2123  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HW2123  DYNAMIC HT  -        1007.092 (meters)    3304.10  (feet)  COMP
 HW2123  MODELED GRAV-     979,869.5   (mgal)                       NAVD 88
 HW2123
 HW2123  VERT ORDER  -  SECOND    CLASS 0
 HW2123
 HW2123.The horizontal coordinates were scaled from a topographic map and have
 HW2123.an estimated accuracy of +/- 6 seconds.
 HW2123
 HW2123.The orthometric height was determined by differential leveling
 HW2123.and adjusted by the National Geodetic Survey in June 1991..
 HW2123
 HW2123.The geoid height was determined by GEOID03.
 HW2123
 HW2123.The dynamic height is computed by dividing the NAVD 88
 HW2123.geopotential number by the normal gravity value computed on the
 HW2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2123.degrees latitude (g = 980.6199 gals.).
 HW2123
 HW2123.The modeled gravity was interpolated from observed gravity values.
 HW2123
 HW2123;                    North         East    Units  Estimated Accuracy
 HW2123;SPC WV S     -   199,580.      690,250.      MT  (+/- 180 meters Scaled)
 HW2123
 HW2123                          SUPERSEDED SURVEY CONTROL
 HW2123
 HW2123  NGVD 29 (??/??/92) 1007.993  (m)         3307.06   (f) ADJ UNCH    2 0
 HW2123
 HW2123.Superseded values are not recommended for survey control.
 HW2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2123.See file dsdata.txt to determine how the superseded data were derived.
 HW2123
 HW2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC902943(NAD 83)
 HW2123_MARKER: DB = BENCH MARK DISK
 HW2123_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2123_STAMPING: R 277 1962
 HW2123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2123
 HW2123  HISTORY     - Date     Condition        Report By
 HW2123  HISTORY     - 1962     MONUMENTED       CGS
 HW2123
 HW2123                          STATION DESCRIPTION
 HW2123
 HW2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2123'3.9 MI NW FROM VALLEY BEND.
 HW2123'ABOUT 0.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 AND 250 FROM
 HW2123'THE POST OFFICE AT VALLEY BEND, THENCE 2.35 MILES NORTHWEST
 HW2123'ALONG A GRAVEL ROAD, THENCE ABOUT 0.65 MILE NORTH ALONG A WOODS
 HW2123'ROAD, 0.15 MILE NORTHEAST OF A Y ROAD JUNCTION, SET ON TOP OF A
 HW2123'ROCK THAT IS ABOUT 7-BY 9-FOOT LONG AND IS EMBEDDED IN THE
 HW2123'GROUND, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET
 HW2123'NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK, AND ABOUT 1 FOOT
 HW2123'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2042 ***********************************************************************
 HW2042  DESIGNATION -  R 278
 HW2042  PID         -  HW2042
 HW2042  STATE/COUNTY-  WV/RANDOLPH
 HW2042  USGS QUAD   -  BEVERLY EAST (1995)
 HW2042
 HW2042                         *CURRENT SURVEY CONTROL
 HW2042  ___________________________________________________________________
 HW2042* NAD 83(1986)-  38 49 30.     (N)    079 45 11.     (W)     SCALED    
 HW2042* NAVD 88     -      1016.126  (meters)    3333.74   (feet)  ADJUSTED  
 HW2042  ___________________________________________________________________
 HW2042  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HW2042  DYNAMIC HT  -        1015.322 (meters)    3331.10  (feet)  COMP
 HW2042  MODELED GRAV-     979,800.8   (mgal)                       NAVD 88
 HW2042
 HW2042  VERT ORDER  -  SECOND    CLASS 0
 HW2042
 HW2042.The horizontal coordinates were scaled from a topographic map and have
 HW2042.an estimated accuracy of +/- 6 seconds.
 HW2042
 HW2042.The orthometric height was determined by differential leveling
 HW2042.and adjusted by the National Geodetic Survey in June 1991..
 HW2042
 HW2042.The geoid height was determined by GEOID03.
 HW2042
 HW2042.The dynamic height is computed by dividing the NAVD 88
 HW2042.geopotential number by the normal gravity value computed on the
 HW2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2042.degrees latitude (g = 980.6199 gals.).
 HW2042
 HW2042.The modeled gravity was interpolated from observed gravity values.
 HW2042
 HW2042;                    North         East    Units  Estimated Accuracy
 HW2042;SPC WV S     -   203,290.      708,280.      MT  (+/- 180 meters Scaled)
 HW2042
 HW2042                          SUPERSEDED SURVEY CONTROL
 HW2042
 HW2042  NGVD 29 (??/??/92) 1016.237  (m)         3334.10   (f) ADJ UNCH    2 0
 HW2042
 HW2042.Superseded values are not recommended for survey control.
 HW2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2042.See file dsdata.txt to determine how the superseded data were derived.
 HW2042
 HW2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC082980(NAD 83)
 HW2042_MARKER: DB = BENCH MARK DISK
 HW2042_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2042_STAMPING: R 278 1962
 HW2042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2042
 HW2042  HISTORY     - Date     Condition        Report By
 HW2042  HISTORY     - 1962     MONUMENTED       CGS
 HW2042  HISTORY     - 1983     GOOD             NGS
 HW2042  HISTORY     - 1983     GOOD             NGS
 HW2042
 HW2042                          STATION DESCRIPTION
 HW2042
 HW2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2042'3.1 MI NW FROM BEMIS.
 HW2042'ABOUT 3.1 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE WESTERN
 HW2042'MARYLAND RAILWAY CROSSING AT BEMIS, 0.3 MILE NORTH OF A SWITCH
 HW2042'BACK CURVE, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK THAT
 HW2042'IS ABOUT 10-BY 4-FOOT LONG AND 4-FOOT HIGH, 14 FEET EAST OF THE
 HW2042'CENTER LINE OF THE ROAD, ABOUT 3.2 FEET SOUTHEAST OF THE
 HW2042'NORTHWEST END OF THE ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 HW2042'THE ROAD.
 HW2042
 HW2042                          STATION RECOVERY (1983)
 HW2042
 HW2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2042'RECOVERED IN GOOD CONDITION.
 HW2042
 HW2042                          STATION RECOVERY (1983)
 HW2042
 HW2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2048 ***********************************************************************
 HW2048  DESIGNATION -  R 279
 HW2048  PID         -  HW2048
 HW2048  STATE/COUNTY-  WV/RANDOLPH
 HW2048  USGS QUAD   -  BEVERLY EAST (1995)
 HW2048
 HW2048                         *CURRENT SURVEY CONTROL
 HW2048  ___________________________________________________________________
 HW2048* NAD 83(1986)-  38 50 06.     (N)    079 47 41.     (W)     SCALED    
 HW2048* NAVD 88     -       729.856  (meters)    2394.54   (feet)  ADJUSTED  
 HW2048  ___________________________________________________________________
 HW2048  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HW2048  DYNAMIC HT  -         729.310 (meters)    2392.74  (feet)  COMP
 HW2048  MODELED GRAV-     979,855.9   (mgal)                       NAVD 88
 HW2048
 HW2048  VERT ORDER  -  SECOND    CLASS 0
 HW2048
 HW2048.The horizontal coordinates were scaled from a topographic map and have
 HW2048.an estimated accuracy of +/- 6 seconds.
 HW2048
 HW2048.The orthometric height was determined by differential leveling
 HW2048.and adjusted by the National Geodetic Survey in June 1991..
 HW2048
 HW2048.The geoid height was determined by GEOID03.
 HW2048
 HW2048.The dynamic height is computed by dividing the NAVD 88
 HW2048.geopotential number by the normal gravity value computed on the
 HW2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2048.degrees latitude (g = 980.6199 gals.).
 HW2048
 HW2048.The modeled gravity was interpolated from observed gravity values.
 HW2048
 HW2048;                    North         East    Units  Estimated Accuracy
 HW2048;SPC WV S     -   204,350.      704,650.      MT  (+/- 180 meters Scaled)
 HW2048
 HW2048                          SUPERSEDED SURVEY CONTROL
 HW2048
 HW2048  NGVD 29 (??/??/92)  729.994  (m)         2394.99   (f) ADJ UNCH    2 0
 HW2048
 HW2048.Superseded values are not recommended for survey control.
 HW2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2048.See file dsdata.txt to determine how the superseded data were derived.
 HW2048
 HW2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC046991(NAD 83)
 HW2048_MARKER: DB = BENCH MARK DISK
 HW2048_SETTING: 66 = SET IN ROCK OUTCROP
 HW2048_SP_SET: ROCK LEDGE
 HW2048_STAMPING: R 279 1962
 HW2048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2048+STABILITY: POSITION/ELEVATION WELL
 HW2048
 HW2048  HISTORY     - Date     Condition        Report By
 HW2048  HISTORY     - 1962     MONUMENTED       CGS
 HW2048  HISTORY     - 1983     GOOD             NGS
 HW2048  HISTORY     - 1983     GOOD             NGS
 HW2048
 HW2048                          STATION DESCRIPTION
 HW2048
 HW2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2048'6.9 MI NW FROM BEMIS.
 HW2048'ABOUT 6.9 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE WESTERN
 HW2048'MARYLAND RAILWAY CROSSING AT BEMIS, ON THE INSIDE OF A CURVE WITH
 HW2048'TANGENTS EXTENDING TO THE EAST AND SOUTH, SET VERTICALLY IN THE
 HW2048'NORTHWEST FACE OF A ROCK LEDGE THAT IS ABOUT 48-FOOT LONG AND
 HW2048'5-FOOT HIGH, 5 FEET SOUTHWEST OF THE NORTHEAST END, 15 FEET
 HW2048'SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND 71 YARDS NORTH OF
 HW2048'TWO 24-INCHES PIPE CULVERTS FOR THE LEFT FORK OF FILES CREEK,
 HW2048'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 4 1/2
 HW2048'FEET ABOVE THE LEVEL OF THE ROAD.
 HW2048
 HW2048                          STATION RECOVERY (1983)
 HW2048
 HW2048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2048'RECOVERED IN GOOD CONDITION.
 HW2048
 HW2048                          STATION RECOVERY (1983)
 HW2048
 HW2048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0495 ***********************************************************************
 JX0495  DESIGNATION -  R 28
 JX0495  PID         -  JX0495
 JX0495  STATE/COUNTY-  WV/MARSHALL
 JX0495  USGS QUAD   -  BUSINESSBURG (1976)
 JX0495
 JX0495                         *CURRENT SURVEY CONTROL
 JX0495  ___________________________________________________________________
 JX0495* NAD 83(1986)-  39 56 12.     (N)    080 45 24.     (W)     SCALED    
 JX0495* NAVD 88     -       202.993  (meters)     665.99   (feet)  ADJUSTED  
 JX0495  ___________________________________________________________________
 JX0495  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JX0495  DYNAMIC HT  -         202.880 (meters)     665.62  (feet)  COMP
 JX0495  MODELED GRAV-     980,064.9   (mgal)                       NAVD 88
 JX0495
 JX0495  VERT ORDER  -  FIRST     CLASS II
 JX0495
 JX0495.The horizontal coordinates were scaled from a topographic map and have
 JX0495.an estimated accuracy of +/- 6 seconds.
 JX0495
 JX0495.The orthometric height was determined by differential leveling
 JX0495.and adjusted by the National Geodetic Survey in June 1991..
 JX0495
 JX0495.The geoid height was determined by GEOID03.
 JX0495
 JX0495.The dynamic height is computed by dividing the NAVD 88
 JX0495.geopotential number by the normal gravity value computed on the
 JX0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0495.degrees latitude (g = 980.6199 gals.).
 JX0495
 JX0495.The modeled gravity was interpolated from observed gravity values.
 JX0495
 JX0495;                    North         East    Units  Estimated Accuracy
 JX0495;SPC WV N     -   160,250.      492,600.      MT  (+/- 180 meters Scaled)
 JX0495
 JX0495                          SUPERSEDED SURVEY CONTROL
 JX0495
 JX0495  NGVD 29 (??/??/92)  203.142  (m)          666.48   (f) ADJ UNCH    1 2
 JX0495
 JX0495.Superseded values are not recommended for survey control.
 JX0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0495.See file dsdata.txt to determine how the superseded data were derived.
 JX0495
 JX0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE207207(NAD 83)
 JX0495_MARKER: DB = BENCH MARK DISK
 JX0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0495_STAMPING: R 28 1935
 JX0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0495+STABILITY: SURFACE MOTION
 JX0495
 JX0495  HISTORY     - Date     Condition        Report By
 JX0495  HISTORY     - 1935     MONUMENTED       CGS
 JX0495  HISTORY     - 1957     GOOD             NGS
 JX0495  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0495  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 JX0495
 JX0495                          STATION DESCRIPTION
 JX0495
 JX0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0495'1.5 MI N FROM MOUNDSVILLE.
 JX0495'ABOUT 1.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0495'THE STATION AT MOUNDSVILLE, BETWEEN MILEAGE POLES NO. 370+6,
 JX0495'AND 370+7, 18 1/2 FEET WEST OF WEST RAIL, 94 1/2 FEET NORTH
 JX0495'OF POLE NO. 370+6, 25.4 FEET SOUTH OF POLE NO. 370+7, ABOUT 4 1/2
 JX0495'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 JX0495'POST PROJECTING 3 INCHES.
 JX0495
 JX0495                          STATION RECOVERY (1983)
 JX0495
 JX0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0495'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK BEING
 JX0495'FOUND.  THE MILEAGE POLES MENTIONED COUND NOT BE FOUND, DESCRIPTION
 JX0495'INADEQUATE TO RECOVER STATION.
 JX0495
 JX0495                          STATION RECOVERY (2004)
 JX0495
 JX0495'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 JX0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0409 ***********************************************************************
 HX0409  DESIGNATION -  R 280
 HX0409  PID         -  HX0409
 HX0409  STATE/COUNTY-  WV/RANDOLPH
 HX0409  USGS QUAD   -  CASSITY (1977)
 HX0409
 HX0409                         *CURRENT SURVEY CONTROL
 HX0409  ___________________________________________________________________
 HX0409* NAD 83(1986)-  38 49 32.     (N)    080 01 28.     (W)     SCALED    
 HX0409* NAVD 88     -       653.904  (meters)    2145.35   (feet)  ADJUSTED  
 HX0409  ___________________________________________________________________
 HX0409  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HX0409  DYNAMIC HT  -         653.429 (meters)    2143.79  (feet)  COMP
 HX0409  MODELED GRAV-     979,879.9   (mgal)                       NAVD 88
 HX0409
 HX0409  VERT ORDER  -  SECOND    CLASS 0
 HX0409
 HX0409.The horizontal coordinates were scaled from a topographic map and have
 HX0409.an estimated accuracy of +/- 6 seconds.
 HX0409
 HX0409.The orthometric height was determined by differential leveling
 HX0409.and adjusted by the National Geodetic Survey in June 1991..
 HX0409
 HX0409.The geoid height was determined by GEOID03.
 HX0409
 HX0409.The dynamic height is computed by dividing the NAVD 88
 HX0409.geopotential number by the normal gravity value computed on the
 HX0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0409.degrees latitude (g = 980.6199 gals.).
 HX0409
 HX0409.The modeled gravity was interpolated from observed gravity values.
 HX0409
 HX0409;                    North         East    Units  Estimated Accuracy
 HX0409;SPC WV S     -   203,070.      684,710.      MT  (+/- 180 meters Scaled)
 HX0409
 HX0409                          SUPERSEDED SURVEY CONTROL
 HX0409
 HX0409  NGVD 29 (??/??/92)  654.058  (m)         2145.86   (f) ADJ UNCH    2 0
 HX0409
 HX0409.Superseded values are not recommended for survey control.
 HX0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0409.See file dsdata.txt to determine how the superseded data were derived.
 HX0409
 HX0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC846978(NAD 83)
 HX0409_MARKER: DB = BENCH MARK DISK
 HX0409_SETTING: 80 = SET IN A BOULDER
 HX0409_SP_SET: BOULDER
 HX0409_STAMPING: R 280 1962
 HX0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0409+STABILITY: SURFACE MOTION
 HX0409
 HX0409  HISTORY     - Date     Condition        Report By
 HX0409  HISTORY     - 1962     MONUMENTED       CGS
 HX0409
 HX0409                          STATION DESCRIPTION
 HX0409
 HX0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0409'0.6 MI NE FROM CASSITY.
 HX0409'ABOUT 0.6 MILE NORTHEAST ALONG COUNTY ROAD 35 (BLACK TOP ROAD)
 HX0409'FROM THE GRADE SCHOOL AT CASSITY, ON THE OUTSIDE OF A CURVE
 HX0409'WITH TANGENTS EXTENDING EAST AND SOUTHWEST, SET ON TOP OF AN
 HX0409'EMBEDDED BOULDER THAT IS ABOUT 18-FOOT LONG AND 3-FOOT HIGH,
 HX0409'3 FEET NORTH OF THE SOUTH CORNER OF THE BOULDER, 25 FEET NORTH
 HX0409'OF THE CENTER LINE OF THE ROAD, 16 FEET EAST OF GUY POLE FOR POWER
 HX0409'LINE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2034 ***********************************************************************
 HW2034  DESIGNATION -  R 281
 HW2034  PID         -  HW2034
 HW2034  STATE/COUNTY-  WV/RANDOLPH
 HW2034  USGS QUAD   -  BEVERLY WEST (1995)
 HW2034
 HW2034                         *CURRENT SURVEY CONTROL
 HW2034  ___________________________________________________________________
 HW2034* NAD 83(1986)-  38 51 01.     (N)    079 53 00.     (W)     SCALED    
 HW2034* NAVD 88     -       592.137  (meters)    1942.70   (feet)  ADJUSTED  
 HW2034  ___________________________________________________________________
 HW2034  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HW2034  DYNAMIC HT  -         591.713 (meters)    1941.31  (feet)  COMP
 HW2034  MODELED GRAV-     979,891.7   (mgal)                       NAVD 88
 HW2034
 HW2034  VERT ORDER  -  SECOND    CLASS 0
 HW2034
 HW2034.The horizontal coordinates were scaled from a topographic map and have
 HW2034.an estimated accuracy of +/- 6 seconds.
 HW2034
 HW2034.The orthometric height was determined by differential leveling
 HW2034.and adjusted by the National Geodetic Survey in June 1991..
 HW2034
 HW2034.The geoid height was determined by GEOID03.
 HW2034
 HW2034.The dynamic height is computed by dividing the NAVD 88
 HW2034.geopotential number by the normal gravity value computed on the
 HW2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2034.degrees latitude (g = 980.6199 gals.).
 HW2034
 HW2034.The modeled gravity was interpolated from observed gravity values.
 HW2034
 HW2034;                    North         East    Units  Estimated Accuracy
 HW2034;SPC WV S     -   205,950.      696,930.      MT  (+/- 180 meters Scaled)
 HW2034
 HW2034                          SUPERSEDED SURVEY CONTROL
 HW2034
 HW2034  NGVD 29 (??/??/92)  592.295  (m)         1943.22   (f) ADJ UNCH    2 0
 HW2034
 HW2034.Superseded values are not recommended for survey control.
 HW2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2034.See file dsdata.txt to determine how the superseded data were derived.
 HW2034
 HW2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND968007(NAD 83)
 HW2034_MARKER: DB = BENCH MARK DISK
 HW2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2034_STAMPING: R 281 1962
 HW2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2034+STABILITY: SURFACE MOTION
 HW2034
 HW2034  HISTORY     - Date     Condition        Report By
 HW2034  HISTORY     - 1962     MONUMENTED       CGS
 HW2034  HISTORY     - 1971     GOOD             NGS
 HW2034
 HW2034                          STATION DESCRIPTION
 HW2034
 HW2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2034'0.8 MI NW FROM BEVERLY.
 HW2034'ABOUT 0.05 MILE NORTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2034'POST OFFICE AT BEVERLY, THENCE ABOUT 0.8 MILE NORTHWEST ALONG
 HW2034'COUNTY ROAD 33, SET AT A POINT WHERE TWO POWER LINES CROSS
 HW2034'LEADING NORTH AND SOUTH AND ALSO EAST AND WEST, 142 FEET SOUTHEAST
 HW2034'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING TO THE SOUTH,
 HW2034'21 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET WEST
 HW2034'OF A POWER POLE, 3 FEET NORTHEAST OF A STEEL WITNESS POST, AND
 HW2034'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD.
 HW2034
 HW2034                          STATION RECOVERY (1971)
 HW2034
 HW2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HW2034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0087 ***********************************************************************
 HX0087  DESIGNATION -  R 282
 HX0087  PID         -  HX0087
 HX0087  STATE/COUNTY-  WV/RANDOLPH
 HX0087  USGS QUAD   -  ELLAMORE (1987)
 HX0087
 HX0087                         *CURRENT SURVEY CONTROL
 HX0087  ___________________________________________________________________
 HX0087* NAD 83(1986)-  38 56 18.     (N)    080 03 56.     (W)     SCALED    
 HX0087* NAVD 88     -       622.265  (meters)    2041.55   (feet)  ADJUSTED  
 HX0087  ___________________________________________________________________
 HX0087  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HX0087  DYNAMIC HT  -         621.821 (meters)    2040.09  (feet)  COMP
 HX0087  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 HX0087
 HX0087  VERT ORDER  -  SECOND    CLASS 0
 HX0087
 HX0087.The horizontal coordinates were scaled from a topographic map and have
 HX0087.an estimated accuracy of +/- 6 seconds.
 HX0087
 HX0087.The orthometric height was determined by differential leveling
 HX0087.and adjusted by the National Geodetic Survey in June 1991..
 HX0087
 HX0087.The geoid height was determined by GEOID03.
 HX0087
 HX0087.The dynamic height is computed by dividing the NAVD 88
 HX0087.geopotential number by the normal gravity value computed on the
 HX0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0087.degrees latitude (g = 980.6199 gals.).
 HX0087
 HX0087.The modeled gravity was interpolated from observed gravity values.
 HX0087
 HX0087;                    North         East    Units  Estimated Accuracy
 HX0087;SPC WV S     -   215,550.      681,020.      MT  (+/- 180 meters Scaled)
 HX0087
 HX0087                          SUPERSEDED SURVEY CONTROL
 HX0087
 HX0087  NGVD 29 (??/??/92)  622.424  (m)         2042.07   (f) ADJ UNCH    2 0
 HX0087
 HX0087.Superseded values are not recommended for survey control.
 HX0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0087.See file dsdata.txt to determine how the superseded data were derived.
 HX0087
 HX0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND809103(NAD 83)
 HX0087_MARKER: DB = BENCH MARK DISK
 HX0087_SETTING: 66 = SET IN ROCK OUTCROP
 HX0087_SP_SET: ROCK CLIFF
 HX0087_STAMPING: R 282 1962
 HX0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0087+STABILITY: POSITION/ELEVATION WELL
 HX0087
 HX0087  HISTORY     - Date     Condition        Report By
 HX0087  HISTORY     - 1962     MONUMENTED       CGS
 HX0087
 HX0087                          STATION DESCRIPTION
 HX0087
 HX0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0087'2.8 MI NE FROM MIDVALE.
 HX0087'ABOUT 2.8 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0087'FROM THE BRIDGE OVER THE MIDDLE FORK RIVER AT MIDVALE, ABOUT 0.1
 HX0087'MILE SOUTHEAST OF MILEPOST 17, SET IN THE TOP OF A ROCK THAT IS
 HX0087'IN A ROCK CLIFF THAT IS ABOUT 109 FEET LONG AND 10-FOOT HIGH, AT
 HX0087'THE SOUTHEAST END OF THE CLIFF, 10 FEET NORTHEAST OF THE
 HX0087'NORTHEAST RAIL, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1423 ***********************************************************************
 GX1423  DESIGNATION -  R 283
 GX1423  PID         -  GX1423
 GX1423  STATE/COUNTY-  WV/MERCER
 GX1423  USGS QUAD   -  BLUEFIELD (1979)
 GX1423
 GX1423                         *CURRENT SURVEY CONTROL
 GX1423  ___________________________________________________________________
 GX1423* NAD 83(1986)-  37 17 30.     (N)    081 12 19.     (W)     SCALED    
 GX1423* NAVD 88     -       865.385  (meters)    2839.18   (feet)  ADJUSTED  
 GX1423  ___________________________________________________________________
 GX1423  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX1423  DYNAMIC HT  -         864.601 (meters)    2836.61  (feet)  COMP
 GX1423  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 GX1423
 GX1423  VERT ORDER  -  FIRST     CLASS II
 GX1423
 GX1423.This mark is at Mercer County Airport (BLF)
 GX1423
 GX1423.The horizontal coordinates were scaled from a topographic map and have
 GX1423.an estimated accuracy of +/- 6 seconds.
 GX1423
 GX1423.The orthometric height was determined by differential leveling
 GX1423.and adjusted by the National Geodetic Survey in June 1991..
 GX1423
 GX1423.The geoid height was determined by GEOID03.
 GX1423
 GX1423.The dynamic height is computed by dividing the NAVD 88
 GX1423.geopotential number by the normal gravity value computed on the
 GX1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1423.degrees latitude (g = 980.6199 gals.).
 GX1423
 GX1423.The modeled gravity was interpolated from observed gravity values.
 GX1423
 GX1423;                    North         East    Units  Estimated Accuracy
 GX1423;SPC WV S     -    32,390.      581,800.      MT  (+/- 180 meters Scaled)
 GX1423
 GX1423                          SUPERSEDED SURVEY CONTROL
 GX1423
 GX1423  NGVD 29 (??/??/92)  865.474  (m)         2839.48   (f) ADJ UNCH    1 2
 GX1423
 GX1423.Superseded values are not recommended for survey control.
 GX1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1423.See file dsdata.txt to determine how the superseded data were derived.
 GX1423
 GX1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB818272(NAD 83)
 GX1423_MARKER: DB = BENCH MARK DISK
 GX1423_SETTING: 66 = SET IN ROCK OUTCROP
 GX1423_SP_SET: ROCK CUT
 GX1423_STAMPING: R 283 1965
 GX1423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1423+STABILITY: POSITION/ELEVATION WELL
 GX1423
 GX1423  HISTORY     - Date     Condition        Report By
 GX1423  HISTORY     - 1965     MONUMENTED       CGS
 GX1423
 GX1423                          STATION DESCRIPTION
 GX1423
 GX1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1423'4 MI NE FROM BLUEFIELD.
 GX1423'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE OVERPASS
 GX1423'OVER THE NORFOLK AND WESTERN RAILWAY AT BLUEFIELD, THENCE 2.6
 GX1423'MILES EAST ALONG AN AIRPORT ROAD, 74 1/2 FEET NORTHEAST OF THE
 GX1423'CENTER OF THE JUNCTION OF A DRIVE WEST TO THE MERCER COUNTY
 GX1423'AIRPORT, SET IN THE TOP OF A NARROW LEDGE ON THE SOUTHEAST FACE
 GX1423'OF A LARGE ROCK CUT, 64 FEET WEST OF THE CENTER LINE OF THE
 GX1423'ROAD, 35 1/2 FEET NORTH OF THE CENTER LINE OF THE DRIVE AND ABOUT
 GX1423'3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2148 ***********************************************************************
 HW2148  DESIGNATION -  R 3
 HW2148  PID         -  HW2148
 HW2148  STATE/COUNTY-  WV/POCAHONTAS
 HW2148  USGS QUAD   -  GREEN BANK (1995)
 HW2148
 HW2148                         *CURRENT SURVEY CONTROL
 HW2148  ___________________________________________________________________
 HW2148* NAD 83(1986)-  38 28 23.     (N)    079 51 35.     (W)     SCALED    
 HW2148* NAVD 88     -       787.394  (meters)    2583.31   (feet)  ADJUSTED  
 HW2148  ___________________________________________________________________
 HW2148  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HW2148  DYNAMIC HT  -         786.766 (meters)    2581.25  (feet)  COMP
 HW2148  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 HW2148
 HW2148  VERT ORDER  -  FIRST     CLASS II
 HW2148
 HW2148.The horizontal coordinates were scaled from a topographic map and have
 HW2148.an estimated accuracy of +/- 6 seconds.
 HW2148
 HW2148.The orthometric height was determined by differential leveling
 HW2148.and adjusted by the National Geodetic Survey in June 1991..
 HW2148
 HW2148.The geoid height was determined by GEOID03.
 HW2148
 HW2148.The dynamic height is computed by dividing the NAVD 88
 HW2148.geopotential number by the normal gravity value computed on the
 HW2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2148.degrees latitude (g = 980.6199 gals.).
 HW2148
 HW2148.The modeled gravity was interpolated from observed gravity values.
 HW2148
 HW2148;                    North         East    Units  Estimated Accuracy
 HW2148;SPC WV S     -   164,110.      699,500.      MT  (+/- 180 meters Scaled)
 HW2148
 HW2148                          SUPERSEDED SURVEY CONTROL
 HW2148
 HW2148  NGVD 29 (??/??/92)  787.461  (m)         2583.53   (f) ADJ UNCH    1 2
 HW2148
 HW2148.Superseded values are not recommended for survey control.
 HW2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2148.See file dsdata.txt to determine how the superseded data were derived.
 HW2148
 HW2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC994589(NAD 83)
 HW2148_MARKER: DB = BENCH MARK DISK
 HW2148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2148_SP_SET: BRIDGE
 HW2148_STAMPING: R 3 1933
 HW2148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2148
 HW2148  HISTORY     - Date     Condition        Report By
 HW2148  HISTORY     - 1933     MONUMENTED       CGS
 HW2148
 HW2148                          STATION DESCRIPTION
 HW2148
 HW2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW2148'7 MI SW FROM DURBIN.
 HW2148'7.0 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HW2148'THE UNION STATION AT DURBIN, POCAHONTAS COUNTY, 9 RAILS NORTH OF
 HW2148'THE STATION AT HOSTERMAN, 16 RAILS NORTH OF MILEPOST 88, AT
 HW2148'BRIDGE 88.1, IN THE TOP OF THE SOUTHEAST CORNER OF THE EAST END
 HW2148'OF THE NORTH BRIDGE SEAT, 3 YARDS EAST OF THE CENTERLINE OF THE
 HW2148'TRACK, AND ABOUT 1 YARD LOWER THAN THE RAIL.  A STANDARD DISK,
 HW2148'STAMPED R 3 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0874 ***********************************************************************
 JW0874  DESIGNATION -  R 31
 JW0874  PID         -  JW0874
 JW0874  STATE/COUNTY-  WV/TUCKER
 JW0874  USGS QUAD   -  PARSONS (1995)
 JW0874
 JW0874                         *CURRENT SURVEY CONTROL
 JW0874  ___________________________________________________________________
 JW0874* NAD 83(1986)-  39 04 54.     (N)    079 41 38.     (W)     SCALED    
 JW0874* NAVD 88     -       511.286  (meters)    1677.44   (feet)  ADJUSTED  
 JW0874  ___________________________________________________________________
 JW0874  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JW0874  DYNAMIC HT  -         510.938 (meters)    1676.30  (feet)  COMP
 JW0874  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 JW0874
 JW0874  VERT ORDER  -  SECOND    CLASS 0
 JW0874
 JW0874.The horizontal coordinates were scaled from a topographic map and have
 JW0874.an estimated accuracy of +/- 6 seconds.
 JW0874
 JW0874.The orthometric height was determined by differential leveling
 JW0874.and adjusted by the National Geodetic Survey in June 1991..
 JW0874
 JW0874.The geoid height was determined by GEOID03.
 JW0874
 JW0874.The dynamic height is computed by dividing the NAVD 88
 JW0874.geopotential number by the normal gravity value computed on the
 JW0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0874.degrees latitude (g = 980.6199 gals.).
 JW0874
 JW0874.The modeled gravity was interpolated from observed gravity values.
 JW0874
 JW0874;                    North         East    Units  Estimated Accuracy
 JW0874;SPC WV N     -    64,590.      583,220.      MT  (+/- 180 meters Scaled)
 JW0874
 JW0874                          SUPERSEDED SURVEY CONTROL
 JW0874
 JW0874  NGVD 29 (??/??/92)  511.454  (m)         1678.00   (f) ADJ UNCH    2 0
 JW0874
 JW0874.Superseded values are not recommended for survey control.
 JW0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0874.See file dsdata.txt to determine how the superseded data were derived.
 JW0874
 JW0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD129266(NAD 83)
 JW0874_MARKER: DB = BENCH MARK DISK
 JW0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0874_STAMPING: R 31 1935
 JW0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0874+STABILITY: SURFACE MOTION
 JW0874
 JW0874  HISTORY     - Date     Condition        Report By
 JW0874  HISTORY     - 1935     MONUMENTED       CGS
 JW0874
 JW0874                          STATION DESCRIPTION
 JW0874
 JW0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0874'1.4 MI SW FROM PARSONS.
 JW0874'1.4 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0874'STATION AT PARSONS, TUCKER COUNTY, 100 FEET NORTHEAST OF A TWO
 JW0874'STORY FRAME FARMHOUSE, AT A ROAD CROSSING, 36 FEET NORTH OF THE
 JW0874'CENTERLINE OF THE ROAD, 33 FEET WEST OF THE CENTERLINE OF THE
 JW0874'TRACK, 4 FEET EAST OF A FENCE, AND 1 FOOT LOWER THAN THE
 JW0874'TRACK.  A STANDARD DISK, STAMPED R 31 1935 AND SET IN THE TOP OF
 JW0874'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2969 ***********************************************************************
 KY2969  DESIGNATION -  R 312
 KY2969  PID         -  KY2969
 KY2969  STATE/COUNTY-  WV/BROOKE
 KY2969  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY2969
 KY2969                         *CURRENT SURVEY CONTROL
 KY2969  ___________________________________________________________________
 KY2969* NAD 83(1986)-  40 16 55.     (N)    080 36 30.     (W)     SCALED    
 KY2969* NAVD 88     -       205.220  (meters)     673.29   (feet)  ADJUSTED  
 KY2969  ___________________________________________________________________
 KY2969  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY2969  DYNAMIC HT  -         205.111 (meters)     672.93  (feet)  COMP
 KY2969  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 KY2969
 KY2969  VERT ORDER  -  FIRST     CLASS II
 KY2969
 KY2969.The horizontal coordinates were scaled from a topographic map and have
 KY2969.an estimated accuracy of +/- 6 seconds.
 KY2969
 KY2969.The orthometric height was determined by differential leveling
 KY2969.and adjusted by the National Geodetic Survey in June 1991..
 KY2969
 KY2969.The geoid height was determined by GEOID03.
 KY2969
 KY2969.The dynamic height is computed by dividing the NAVD 88
 KY2969.geopotential number by the normal gravity value computed on the
 KY2969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2969.degrees latitude (g = 980.6199 gals.).
 KY2969
 KY2969.The modeled gravity was interpolated from observed gravity values.
 KY2969
 KY2969;                    North         East    Units  Estimated Accuracy
 KY2969;SPC WV N     -   198,420.      505,750.      MT  (+/- 180 meters Scaled)
 KY2969
 KY2969                          SUPERSEDED SURVEY CONTROL
 KY2969
 KY2969.No superseded survey control is available for this station.
 KY2969
 KY2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE332591(NAD 83)
 KY2969_MARKER: I = METAL ROD
 KY2969_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KY2969_SP_SET: STAINLESS STEEL ROD
 KY2969_STAMPING: R 312 1983
 KY2969_MARK LOGO: NGS   
 KY2969_PROJECTION: FLUSH
 KY2969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY2969+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 KY2969_ROD/PIPE-DEPTH: 12.0 meters
 KY2969
 KY2969  HISTORY     - Date     Condition        Report By
 KY2969  HISTORY     - 1983     MONUMENTED       NGS
 KY2969  HISTORY     - 20050621 GOOD             JCLS
 KY2969
 KY2969                          STATION DESCRIPTION
 KY2969
 KY2969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2969'IN WELLSBURG.
 KY2969'IN WELLSBURG, ALONG STATE HIGHWAY 2, AT THE JUNCTION OF 20TH STREET,
 KY2969'ON PROPERTY OWNED BY THE PILLSBURY COMPANY, 12.68 METERS (41.6 FT)
 KY2969'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY,
 KY2969'3.35 METERS (11.0 FT) EAST OF UTILITY POLE 424, 1.65 METERS (5.4 FT)
 KY2969'SOUTH-SOUTHEAST OF AN IRON PIPE SUPPORTING A SIGN (THE PILLSBURY
 KY2969'COMPANY).
 KY2969'THE MARK IS 0.30 M ABOVE HIGHWAY.
 KY2969
 KY2969                          STATION RECOVERY (2005)
 KY2969
 KY2969'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 KY2969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2057 ***********************************************************************
 HX2057  DESIGNATION -  R 313
 HX2057  PID         -  HX2057
 HX2057  STATE/COUNTY-  WV/KANAWHA
 HX2057  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2057
 HX2057                         *CURRENT SURVEY CONTROL
 HX2057  ___________________________________________________________________
 HX2057* NAD 83(1986)-  38 20 03.     (N)    081 35 53.     (W)     SCALED    
 HX2057* NAVD 88     -       184.468  (meters)     605.21   (feet)  ADJUSTED  
 HX2057  ___________________________________________________________________
 HX2057  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HX2057  DYNAMIC HT  -         184.339 (meters)     604.79  (feet)  COMP
 HX2057  MODELED GRAV-     979,924.9   (mgal)                       NAVD 88
 HX2057
 HX2057  VERT ORDER  -  FIRST     CLASS II
 HX2057
 HX2057.The horizontal coordinates were scaled from a topographic map and have
 HX2057.an estimated accuracy of +/- 6 seconds.
 HX2057
 HX2057.The orthometric height was determined by differential leveling
 HX2057.and adjusted by the National Geodetic Survey in June 1991..
 HX2057
 HX2057.The geoid height was determined by GEOID03.
 HX2057
 HX2057.The dynamic height is computed by dividing the NAVD 88
 HX2057.geopotential number by the normal gravity value computed on the
 HX2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2057.degrees latitude (g = 980.6199 gals.).
 HX2057
 HX2057.The modeled gravity was interpolated from observed gravity values.
 HX2057
 HX2057;                    North         East    Units  Estimated Accuracy
 HX2057;SPC WV S     -   148,250.      547,720.      MT  (+/- 180 meters Scaled)
 HX2057
 HX2057                          SUPERSEDED SURVEY CONTROL
 HX2057
 HX2057  NGVD 29 (??/??/92)  184.662  (m)          605.85   (f) ADJ UNCH    1 2
 HX2057
 HX2057.Superseded values are not recommended for survey control.
 HX2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2057.See file dsdata.txt to determine how the superseded data were derived.
 HX2057
 HX2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC477430(NAD 83)
 HX2057_MARKER: DD = SURVEY DISK
 HX2057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2057_SP_SET: PIER BASE
 HX2057_STAMPING: 605.828 R 313
 HX2057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2057
 HX2057  HISTORY     - Date     Condition        Report By
 HX2057  HISTORY     - UNK      MONUMENTED       DOD
 HX2057  HISTORY     - 1959     GOOD             NGS
 HX2057  HISTORY     - 1973     GOOD             NGS
 HX2057
 HX2057                          STATION DESCRIPTION
 HX2057
 HX2057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX2057'2 MI SE FROM CHARLESTON.
 HX2057'ABOUT 2.0 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2057'FROM THE STATION AT CHARLESTON, 0.1 MILE SOUTHEAST OF MILEPOST
 HX2057'128, ABOUT 90 YARDS SOUTHWEST OF THE TRACK, ALONG KANAWHA
 HX2057'BOULEVARD, 60 FEET NORTHEAST OF THE NORTHEAST CURB LINE OF THE
 HX2057'BOULDEVARD, IN TOP OF THE NORTH CONRER OF THE CONCRETE BASE
 HX2057'OF THE SECOND STEEL PIER NORTHEAST OF THE BOULDEVARD AND UNDER
 HX2057'U.S. HIGHWAY 119 BRIDGE OVER KANAWHA RIVER, 6 1/2 FEET EAST OF
 HX2057'THE EAST CURB LINE OF WASHINGTON STREET EAST, 1/2 FOOT SOUTH OF
 HX2057'THE NORTH CORNER OF THE BASE, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX2057'OF THE BOULEVARD.
 HX2057
 HX2057                          STATION RECOVERY (1973)
 HX2057
 HX2057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HX2057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1135 ***********************************************************************
 JW1135  DESIGNATION -  R 313
 JW1135  PID         -  JW1135
 JW1135  STATE/COUNTY-  WV/PRESTON
 JW1135  USGS QUAD   -  TERRA ALTA (1976)
 JW1135
 JW1135                         *CURRENT SURVEY CONTROL
 JW1135  ___________________________________________________________________
 JW1135* NAD 83(1986)-  39 26 09.     (N)    079 31 10.     (W)     SCALED    
 JW1135* NAVD 88     -       774.554  (meters)    2541.18   (feet)  ADJUSTED  
 JW1135  ___________________________________________________________________
 JW1135  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JW1135  DYNAMIC HT  -         774.030 (meters)    2539.46  (feet)  COMP
 JW1135  MODELED GRAV-     979,922.9   (mgal)                       NAVD 88
 JW1135
 JW1135  VERT ORDER  -  FIRST     CLASS II
 JW1135
 JW1135.The horizontal coordinates were scaled from a topographic map and have
 JW1135.an estimated accuracy of +/- 6 seconds.
 JW1135
 JW1135.The orthometric height was determined by differential leveling
 JW1135.and adjusted by the National Geodetic Survey in June 1991..
 JW1135
 JW1135.The geoid height was determined by GEOID03.
 JW1135
 JW1135.The dynamic height is computed by dividing the NAVD 88
 JW1135.geopotential number by the normal gravity value computed on the
 JW1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1135.degrees latitude (g = 980.6199 gals.).
 JW1135
 JW1135.The modeled gravity was interpolated from observed gravity values.
 JW1135
 JW1135;                    North         East    Units  Estimated Accuracy
 JW1135;SPC WV N     -   103,890.      598,330.      MT  (+/- 180 meters Scaled)
 JW1135
 JW1135                          SUPERSEDED SURVEY CONTROL
 JW1135
 JW1135.No superseded survey control is available for this station.
 JW1135
 JW1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD274661(NAD 83)
 JW1135_MARKER: I = METAL ROD
 JW1135_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1135+WITH SETTING: INFORMATION.
 JW1135_SP_SET: SHALLOW SET METAL ROD
 JW1135_STAMPING: R 313 1983
 JW1135_MARK LOGO: NGS   
 JW1135_PROJECTION: FLUSH
 JW1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1135_ROD/PIPE-DEPTH: 1.82 meters
 JW1135
 JW1135  HISTORY     - Date     Condition        Report By
 JW1135  HISTORY     - 1983     MONUMENTED       NGS
 JW1135
 JW1135                          STATION DESCRIPTION
 JW1135
 JW1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1135'2.6 KM (1.6 MI) EAST FROM TERRA ALTA.
 JW1135'2.6 KM (1.6 MI) EAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 JW1135'BRANDONVILLE TURNPIKE (COUNTY ROUTE 3) IN TERRA ALTA TO THE ENTRANCE
 JW1135'ROAD OF HOPEMONT STATE HOSPITAL AND THE MARK ON THE LEFT, 7.31 METERS
 JW1135'(24.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.90 METERS
 JW1135'(39.0 FT) EAST OF THE CENTER OF THE ENTRANCE ROAD OF THE HOSPITAL,
 JW1135'3.52 METERS (11.0 FT) SOUTHEAST OF THE SOUTH LEG OF A SIGN (HOPEMONT
 JW1135'STATE HOSPITAL), 1.21 METERS (4.0 FT) NORTH OF A COMMEMORATIVE PLAQUE
 JW1135'FOR THE HOSPITAL.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD,
 JW1135'DRIVEN TO REFUSAL AND ANCHORED.
 JW1135'THE MARK IS 0.91 METERS  N FROM A WITNESS POST.
 JW1135'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2783 ***********************************************************************
 HX2783  DESIGNATION -  R 313 USE RESET 1975
 HX2783  PID         -  HX2783
 HX2783  STATE/COUNTY-  WV/KANAWHA
 HX2783  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2783
 HX2783                         *CURRENT SURVEY CONTROL
 HX2783  ___________________________________________________________________
 HX2783* NAD 83(1986)-  38 20 03.     (N)    081 35 53.     (W)     SCALED    
 HX2783* NAVD 88     -       185.00   (+/-2cm)     607.0    (feet)  VERTCON   
 HX2783  ___________________________________________________________________
 HX2783  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HX2783
 HX2783  VERT ORDER  -  THIRD (See Below)
 HX2783
 HX2783.The horizontal coordinates were scaled from a topographic map and have
 HX2783.an estimated accuracy of +/- 6 seconds.
 HX2783
 HX2783.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2783.The vertical order pertains to the NGVD 29 superseded value.
 HX2783
 HX2783.The geoid height was determined by GEOID03.
 HX2783
 HX2783;                    North         East    Units  Estimated Accuracy
 HX2783;SPC WV S     -   148,250.      547,720.      MT  (+/- 180 meters Scaled)
 HX2783
 HX2783                          SUPERSEDED SURVEY CONTROL
 HX2783
 HX2783  NGVD 29 (09/25/03)  185.20   (m)          607.6    (f) RESET       3  
 HX2783
 HX2783.Superseded values are not recommended for survey control.
 HX2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2783.See file dsdata.txt to determine how the superseded data were derived.
 HX2783
 HX2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC477430(NAD 83)
 HX2783_MARKER: DB = BENCH MARK DISK
 HX2783_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HX2783_SP_SET: PIER
 HX2783_STAMPING: R 313 USE RESET 1975
 HX2783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2783
 HX2783  HISTORY     - Date     Condition        Report By
 HX2783  HISTORY     - 1975     MONUMENTED       NGS
 HX2783
 HX2783                          STATION DESCRIPTION
 HX2783
 HX2783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HX2783'IN CHARLESTON.
 HX2783'FROM STATE CAPITOL BUILDING IN CHARLESTON, GO SOUTHEAST ON KANAWHA
 HX2783'BOULEVARD FOR 0.8 MILE TO A OVERPASS BRIDGE AND IN THE SOUTHWEST
 HX2783'FACE OF PIER NUMBERED 9 FOR RAMP B ENTERING THE SOUTHBOUND LANE OF
 HX2783'INTERSTATE HIGHWAY 72, IN THE PIER, 20 FEET LOWER THAN THE RAMP
 HX2783'ABOVE IT, 50 YARDS NORTH OF KANAWHA BOULEVARD AND 86 FEET EAST OF
 HX2783'THE CENTER OF WASHINGTON STREET EAST.
 HX2783'THE MARK IS 4 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1739 ***********************************************************************
 JX1739  DESIGNATION -  R 314
 JX1739  PID         -  JX1739
 JX1739  STATE/COUNTY-  WV/WOOD
 JX1739  USGS QUAD   -  WILLOW ISLAND (1994)
 JX1739
 JX1739                         *CURRENT SURVEY CONTROL
 JX1739  ___________________________________________________________________
 JX1739* NAD 83(1986)-  39 15 27.     (N)    081 17 39.     (W)     SCALED    
 JX1739* NAVD 88     -       247.820  (meters)     813.06   (feet)  ADJUSTED  
 JX1739  ___________________________________________________________________
 JX1739  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JX1739  DYNAMIC HT  -         247.668 (meters)     812.56  (feet)  COMP
 JX1739  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 JX1739
 JX1739  VERT ORDER  -  FIRST     CLASS II
 JX1739
 JX1739.The horizontal coordinates were scaled from a topographic map and have
 JX1739.an estimated accuracy of +/- 6 seconds.
 JX1739
 JX1739.The orthometric height was determined by differential leveling
 JX1739.and adjusted by the National Geodetic Survey in June 1991..
 JX1739
 JX1739.The geoid height was determined by GEOID03.
 JX1739
 JX1739.The dynamic height is computed by dividing the NAVD 88
 JX1739.geopotential number by the normal gravity value computed on the
 JX1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1739.degrees latitude (g = 980.6199 gals.).
 JX1739
 JX1739.The modeled gravity was interpolated from observed gravity values.
 JX1739
 JX1739;                    North         East    Units  Estimated Accuracy
 JX1739;SPC WV N     -    85,640.      445,160.      MT  (+/- 180 meters Scaled)
 JX1739
 JX1739                          SUPERSEDED SURVEY CONTROL
 JX1739
 JX1739.No superseded survey control is available for this station.
 JX1739
 JX1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD746453(NAD 83)
 JX1739_MARKER: DB = BENCH MARK DISK
 JX1739_SETTING: 66 = SET IN ROCK OUTCROP
 JX1739_SP_SET: ROCK OUTCROP
 JX1739_STAMPING: R 314 1983
 JX1739_MARK LOGO: NGS   
 JX1739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1739+STABILITY: POSITION/ELEVATION WELL
 JX1739
 JX1739  HISTORY     - Date     Condition        Report By
 JX1739  HISTORY     - 1983     MONUMENTED       NGS
 JX1739
 JX1739                          STATION DESCRIPTION
 JX1739
 JX1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1739'20.9 KM (13.05 MI) EAST FROM PARKERSBURG.
 JX1739'20.9 KM (13.05 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1739'INTERSTATE 77 IN PARKERSBURG TO THE MARK ON THE LEFT, ALSO 20.9 KM
 JX1739'(13.0 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1739'HIGHWAY 16 IN ELLENBORO, 17.1 METERS (56.0 FT) NORTHWEST OF THE
 JX1739'CENTERLINE OF THE WESTBOUND LANE OF THE HIGHWAY, 7.3 METERS (24.0 FT)
 JX1739'NORTHWEST OF A GUARDRAIL.
 JX1739'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 JX1739'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1804 ***********************************************************************
 JX1804  DESIGNATION -  R 315
 JX1804  PID         -  JX1804
 JX1804  STATE/COUNTY-  WV/MARION
 JX1804  USGS QUAD   -  FAIRMONT EAST (1976)
 JX1804
 JX1804                         *CURRENT SURVEY CONTROL
 JX1804  ___________________________________________________________________
 JX1804* NAD 83(1986)-  39 29 20.     (N)    080 05 22.     (W)     SCALED    
 JX1804* NAVD 88     -       304.974  (meters)    1000.57   (feet)  ADJUSTED  
 JX1804  ___________________________________________________________________
 JX1804  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JX1804  DYNAMIC HT  -         304.789 (meters)     999.96  (feet)  COMP
 JX1804  MODELED GRAV-     980,011.1   (mgal)                       NAVD 88
 JX1804
 JX1804  VERT ORDER  -  FIRST     CLASS II
 JX1804
 JX1804.The horizontal coordinates were scaled from a topographic map and have
 JX1804.an estimated accuracy of +/- 6 seconds.
 JX1804
 JX1804.The orthometric height was determined by differential leveling
 JX1804.and adjusted by the National Geodetic Survey in June 1991..
 JX1804
 JX1804.The geoid height was determined by GEOID03.
 JX1804
 JX1804.The dynamic height is computed by dividing the NAVD 88
 JX1804.geopotential number by the normal gravity value computed on the
 JX1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1804.degrees latitude (g = 980.6199 gals.).
 JX1804
 JX1804.The modeled gravity was interpolated from observed gravity values.
 JX1804
 JX1804;                    North         East    Units  Estimated Accuracy
 JX1804;SPC WV N     -   109,950.      549,300.      MT  (+/- 180 meters Scaled)
 JX1804
 JX1804                          SUPERSEDED SURVEY CONTROL
 JX1804
 JX1804.No superseded survey control is available for this station.
 JX1804
 JX1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND783714(NAD 83)
 JX1804_MARKER: DB = BENCH MARK DISK
 JX1804_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1804_SP_SET: ABUTMENT
 JX1804_STAMPING: R 315 1983
 JX1804_MARK LOGO: NGS   
 JX1804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1804
 JX1804  HISTORY     - Date     Condition        Report By
 JX1804  HISTORY     - 1983     MONUMENTED       NGS
 JX1804
 JX1804                          STATION DESCRIPTION
 JX1804
 JX1804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1804'3.4 KM (2.1 MI) NE FROM FAIRMONT.
 JX1804'3.4 KM (2.1 MI) NORTHEAST ALONG INTERSTATE 79 FROM THE NORTHEAST END
 JX1804'OF THE NORTHEASTBOUND LANE OF THE INTERSTATE BRIDGE OVER STATE HIGHWAY
 JX1804'310 IN FAIRMONT TO THE MARK ON THE LEFT, IN TOP OF THE NORTH END OF
 JX1804'THE WEST ABUTMENT OF THE NORTHEASTBOUND LANE OF THE HIGHWAY BRIDGE
 JX1804'OVER PRICKETT ROAD, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 139,
 JX1804'6.40 METERS (21.0 FT) NORTH OF THE CENTERLINE OF THE NORTHEASTBOUND
 JX1804'LANE OF THE HIGHWAY, 3.50 METERS (11.5 FT) EAST OF THE WEST END OF THE
 JX1804'BRIDGE.
 JX1804'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1695 ***********************************************************************
 JX1695  DESIGNATION -  R 316
 JX1695  PID         -  JX1695
 JX1695  STATE/COUNTY-  WV/TYLER
 JX1695  USGS QUAD   -  PADEN CITY (1994)
 JX1695
 JX1695                         *CURRENT SURVEY CONTROL
 JX1695  ___________________________________________________________________
 JX1695* NAD 83(1986)-  39 36 03.     (N)    080 56 24.     (W)     SCALED    
 JX1695* NAVD 88     -       198.621  (meters)     651.64   (feet)  ADJUSTED  
 JX1695  ___________________________________________________________________
 JX1695  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JX1695  DYNAMIC HT  -         198.503 (meters)     651.26  (feet)  COMP
 JX1695  MODELED GRAV-     980,029.5   (mgal)                       NAVD 88
 JX1695
 JX1695  VERT ORDER  -  FIRST     CLASS II
 JX1695
 JX1695.The horizontal coordinates were scaled from a topographic map and have
 JX1695.an estimated accuracy of +/- 6 seconds.
 JX1695
 JX1695.The orthometric height was determined by differential leveling
 JX1695.and adjusted by the National Geodetic Survey in June 1991..
 JX1695
 JX1695.The geoid height was determined by GEOID03.
 JX1695
 JX1695.The dynamic height is computed by dividing the NAVD 88
 JX1695.geopotential number by the normal gravity value computed on the
 JX1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1695.degrees latitude (g = 980.6199 gals.).
 JX1695
 JX1695.The modeled gravity was interpolated from observed gravity values.
 JX1695
 JX1695;                    North         East    Units  Estimated Accuracy
 JX1695;SPC WV N     -   123,200.      476,330.      MT  (+/- 180 meters Scaled)
 JX1695
 JX1695                          SUPERSEDED SURVEY CONTROL
 JX1695
 JX1695.No superseded survey control is available for this station.
 JX1695
 JX1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND051834(NAD 83)
 JX1695_MARKER: I = METAL ROD
 JX1695_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1695_SP_SET: STAINLESS STEEL ROD
 JX1695_STAMPING: R 316 1983
 JX1695_MARK LOGO: NGS   
 JX1695_PROJECTION: FLUSH
 JX1695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1695_ROD/PIPE-DEPTH: 24.2 meters
 JX1695
 JX1695  HISTORY     - Date     Condition        Report By
 JX1695  HISTORY     - 1983     MONUMENTED       NGS
 JX1695
 JX1695                          STATION DESCRIPTION
 JX1695
 JX1695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1695'IN PADEN CITY.
 JX1695'IN PADEN CITY, ALONG STATE HIGHWAY 2, ACROSS THE HIGHWAY FROM THE
 JX1695'JUNCTION OF WASHINGTON STREET, AT THE PADEN CITY MIDDLE SCHOOL,
 JX1695'24.38 METERS (80.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JX1695'17.10 METERS (56.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 JX1695'BUILDING, 6.03 METERS (19.8 FT) NORTHWEST OF A FLAGPOLE, 2.07 METERS
 JX1695'(6.8 FT) NORTHEAST OF THE SCHOOL ENTRANCE, 0.52 METER (1.7 FT)
 JX1695'SOUTHEAST OF THE FACE OF THE BUILDING.
 JX1695'THE MARK IS 1.10 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1112 ***********************************************************************
 JW1112  DESIGNATION -  R 317
 JW1112  PID         -  JW1112
 JW1112  STATE/COUNTY-  WV/PRESTON
 JW1112  USGS QUAD   -  FELLOWSVILLE (1976)
 JW1112
 JW1112                         *CURRENT SURVEY CONTROL
 JW1112  ___________________________________________________________________
 JW1112* NAD 83(1986)-  39 19 44.     (N)    079 45 35.     (W)     SCALED    
 JW1112* NAVD 88     -       729.486  (meters)    2393.32   (feet)  ADJUSTED  
 JW1112  ___________________________________________________________________
 JW1112  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JW1112  DYNAMIC HT  -         728.990 (meters)    2391.69  (feet)  COMP
 JW1112  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 JW1112
 JW1112  VERT ORDER  -  FIRST     CLASS II
 JW1112
 JW1112.The horizontal coordinates were scaled from a topographic map and have
 JW1112.an estimated accuracy of +/- 6 seconds.
 JW1112
 JW1112.The orthometric height was determined by differential leveling
 JW1112.and adjusted by the National Geodetic Survey in June 1991..
 JW1112
 JW1112.The geoid height was determined by GEOID03.
 JW1112
 JW1112.The dynamic height is computed by dividing the NAVD 88
 JW1112.geopotential number by the normal gravity value computed on the
 JW1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1112.degrees latitude (g = 980.6199 gals.).
 JW1112
 JW1112.The modeled gravity was interpolated from observed gravity values.
 JW1112
 JW1112;                    North         East    Units  Estimated Accuracy
 JW1112;SPC WV N     -    92,050.      577,610.      MT  (+/- 180 meters Scaled)
 JW1112
 JW1112                          SUPERSEDED SURVEY CONTROL
 JW1112
 JW1112.No superseded survey control is available for this station.
 JW1112
 JW1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD069540(NAD 83)
 JW1112_MARKER: DB = BENCH MARK DISK
 JW1112_SETTING: 66 = SET IN ROCK OUTCROP
 JW1112_SP_SET: ROCK OUTCROP
 JW1112_STAMPING: R 317 1983
 JW1112_MARK LOGO: NGS   
 JW1112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1112+STABILITY: POSITION/ELEVATION WELL
 JW1112
 JW1112  HISTORY     - Date     Condition        Report By
 JW1112  HISTORY     - 1983     MONUMENTED       NGS
 JW1112
 JW1112                          STATION DESCRIPTION
 JW1112
 JW1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1112'13.8 KM (8.55 MI) SW FROM ROWLESBURG.
 JW1112'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1112'ELEMENTARY SCHOOL IN ROWLESBURG, THENCE 9.0 KM (5.55 MI) WEST ALONG
 JW1112'U.S. HIGHWAY 50 TO THE MARK ON THE LEFT, IN TOP OF AND ABOUT CENTERED
 JW1112'IN A 6.7 METER (22 FT) LONG BY 2.4 METER (8.0 FT) HIGH ROCK OUTCROP,
 JW1112'IN A PASTURE SOUTH OF A BARN, 12.50 METERS (41.0 FT) WEST OF THE
 JW1112'CENTERLINE OF THE HIGHWAY, 37.50 METERS (123.0 FT) SOUTH OF THE
 JW1112'SOUTHEAST CORNER OF A BARN, 4.0 METERS (13.0 FT) SOUTH OF THE NORTH
 JW1112'END OF THE OUTCROP.
 JW1112'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 JW1112'THE MARK IS 7.62 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1763 ***********************************************************************
 JX1763  DESIGNATION -  R 319
 JX1763  PID         -  JX1763
 JX1763  STATE/COUNTY-  WV/HARRISON
 JX1763  USGS QUAD   -  SALEM (1976)
 JX1763
 JX1763                         *CURRENT SURVEY CONTROL
 JX1763  ___________________________________________________________________
 JX1763* NAD 83(1986)-  39 17 26.     (N)    080 31 06.     (W)     SCALED    
 JX1763* NAVD 88     -       319.980  (meters)    1049.80   (feet)  ADJUSTED  
 JX1763  ___________________________________________________________________
 JX1763  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JX1763  DYNAMIC HT  -         319.780 (meters)    1049.14  (feet)  COMP
 JX1763  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JX1763
 JX1763  VERT ORDER  -  FIRST     CLASS II
 JX1763
 JX1763.The horizontal coordinates were scaled from a topographic map and have
 JX1763.an estimated accuracy of +/- 6 seconds.
 JX1763
 JX1763.The orthometric height was determined by differential leveling
 JX1763.and adjusted by the National Geodetic Survey in June 1991..
 JX1763
 JX1763.The geoid height was determined by GEOID03.
 JX1763
 JX1763.The dynamic height is computed by dividing the NAVD 88
 JX1763.geopotential number by the normal gravity value computed on the
 JX1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1763.degrees latitude (g = 980.6199 gals.).
 JX1763
 JX1763.The modeled gravity was interpolated from observed gravity values.
 JX1763
 JX1763;                    North         East    Units  Estimated Accuracy
 JX1763;SPC WV N     -    88,260.      512,150.      MT  (+/- 180 meters Scaled)
 JX1763
 JX1763                          SUPERSEDED SURVEY CONTROL
 JX1763
 JX1763.No superseded survey control is available for this station.
 JX1763
 JX1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND415491(NAD 83)
 JX1763_MARKER: DB = BENCH MARK DISK
 JX1763_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1763_SP_SET: ABUTMENT
 JX1763_STAMPING: R 319 1983
 JX1763_MARK LOGO: NGS   
 JX1763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1763+STABILITY: POSITION/ELEVATION WELL
 JX1763
 JX1763  HISTORY     - Date     Condition        Report By
 JX1763  HISTORY     - 1983     MONUMENTED       NGS
 JX1763
 JX1763                          STATION DESCRIPTION
 JX1763
 JX1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1763'4.5 KM (2.85 MI) EAST FROM SALEM.
 JX1763'4.5 KM (2.85 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1763'HIGHWAY 23 AT THE NORTH EDGE OF SALEM TO THE MARK ON THE LEFT, IN THE
 JX1763'NORTHWEST ABUTMENT OF THE HIGHWAY BRIDGE ON THE WESTBOUND LANE,
 JX1763'7.3 METERS (24.0 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANE
 JX1763'OF THE HIGHWAY.
 JX1763'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0730 ***********************************************************************
 JW0730  DESIGNATION -  R 32
 JW0730  PID         -  JW0730
 JW0730  STATE/COUNTY-  WV/GRANT
 JW0730  USGS QUAD   -  GORMAN (1981)
 JW0730
 JW0730                         *CURRENT SURVEY CONTROL
 JW0730  ___________________________________________________________________
 JW0730* NAD 83(1986)-  39 17 14.     (N)    079 19 15.     (W)     SCALED    
 JW0730* NAVD 88     -       881.337  (meters)    2891.52   (feet)  ADJUSTED  
 JW0730  ___________________________________________________________________
 JW0730  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JW0730  DYNAMIC HT  -         880.704 (meters)    2889.44  (feet)  COMP
 JW0730  MODELED GRAV-     979,878.1   (mgal)                       NAVD 88
 JW0730
 JW0730  VERT ORDER  -  SECOND    CLASS 0
 JW0730
 JW0730.The horizontal coordinates were scaled from a topographic map and have
 JW0730.an estimated accuracy of +/- 6 seconds.
 JW0730
 JW0730.The orthometric height was determined by differential leveling
 JW0730.and adjusted by the National Geodetic Survey in June 1991..
 JW0730
 JW0730.The geoid height was determined by GEOID03.
 JW0730
 JW0730.The dynamic height is computed by dividing the NAVD 88
 JW0730.geopotential number by the normal gravity value computed on the
 JW0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0730.degrees latitude (g = 980.6199 gals.).
 JW0730
 JW0730.The modeled gravity was interpolated from observed gravity values.
 JW0730
 JW0730;                    North         East    Units  Estimated Accuracy
 JW0730;SPC WV N     -    87,410.      615,460.      MT  (+/- 180 meters Scaled)
 JW0730
 JW0730                          SUPERSEDED SURVEY CONTROL
 JW0730
 JW0730  NGVD 29 (??/??/92)  881.461  (m)         2891.93   (f) ADJ UNCH    2 0
 JW0730
 JW0730.Superseded values are not recommended for survey control.
 JW0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0730.See file dsdata.txt to determine how the superseded data were derived.
 JW0730
 JW0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD448499(NAD 83)
 JW0730_MARKER: DB = BENCH MARK DISK
 JW0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0730_STAMPING: R 32 1935
 JW0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0730+STABILITY: SURFACE MOTION
 JW0730
 JW0730  HISTORY     - Date     Condition        Report By
 JW0730  HISTORY     - 1935     MONUMENTED       CGS
 JW0730  HISTORY     - 1941     GOOD             NGS
 JW0730
 JW0730                          STATION DESCRIPTION
 JW0730
 JW0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0730'1.9 MI E FROM GORMANIA.
 JW0730'ABOUT 1.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JW0730'AT GORMANIA, GRANT COUNTY, AT THE TOP OF DIFFICULT HILL, 30.0 FEET
 JW0730'EAST OF THE DIFFICULT HILL ELEVATION 2888 SIGN, 31.5 FEET NORTH
 JW0730'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF A FENCE, AND
 JW0730'1.6 FEET WEST OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD
 JW0730'DISK, STAMPED R 32 1935 AND SET IN THE TOP OF A CONCRETE POST
 JW0730'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 JW0730
 JW0730                          STATION RECOVERY (1941)
 JW0730
 JW0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JW0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4092 ***********************************************************************
 JV4092  DESIGNATION -  R 320
 JV4092  PID         -  JV4092
 JV4092  STATE/COUNTY-  WV/JEFFERSON
 JV4092  USGS QUAD   -  CHARLES TOWN (1988)
 JV4092
 JV4092                         *CURRENT SURVEY CONTROL
 JV4092  ___________________________________________________________________
 JV4092* NAD 83(1986)-  39 18 47.     (N)    077 47 36.     (W)     SCALED    
 JV4092* NAVD 88     -       129.362  (meters)     424.42   (feet)  ADJUSTED  
 JV4092  ___________________________________________________________________
 JV4092  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JV4092  DYNAMIC HT  -         129.286 (meters)     424.17  (feet)  COMP
 JV4092  MODELED GRAV-     980,039.4   (mgal)                       NAVD 88
 JV4092
 JV4092  VERT ORDER  -  FIRST     CLASS II
 JV4092
 JV4092.The horizontal coordinates were scaled from a topographic map and have
 JV4092.an estimated accuracy of +/- 6 seconds.
 JV4092
 JV4092.The orthometric height was determined by differential leveling
 JV4092.and adjusted by the National Geodetic Survey in June 1991..
 JV4092
 JV4092.The geoid height was determined by GEOID03.
 JV4092
 JV4092.The dynamic height is computed by dividing the NAVD 88
 JV4092.geopotential number by the normal gravity value computed on the
 JV4092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4092.degrees latitude (g = 980.6199 gals.).
 JV4092
 JV4092.The modeled gravity was interpolated from observed gravity values.
 JV4092
 JV4092;                    North         East    Units  Estimated Accuracy
 JV4092;SPC WV N     -    91,660.      747,170.      MT  (+/- 180 meters Scaled)
 JV4092
 JV4092                          SUPERSEDED SURVEY CONTROL
 JV4092
 JV4092.No superseded survey control is available for this station.
 JV4092
 JV4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ591552(NAD 83)
 JV4092_MARKER: DB = BENCH MARK DISK
 JV4092_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JV4092_SP_SET: ABUTMENT
 JV4092_STAMPING: R 320 1983
 JV4092_MARK LOGO: NGS   
 JV4092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV4092
 JV4092  HISTORY     - Date     Condition        Report By
 JV4092  HISTORY     - 1983     MONUMENTED       NGS
 JV4092  HISTORY     - 1983     GOOD             NGS
 JV4092
 JV4092                          STATION DESCRIPTION
 JV4092
 JV4092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4092'4.5 KM (2.8 MI) WEST FROM HARPERS FERRY.
 JV4092'4.5 KM (2.8 MI) WEST ALONG U.S. HIGHWAY 340 FROM THE BRIDGE OVER THE
 JV4092'SHENANDOAH RIVER IN HARPERS FERRY TO THE MARK ON THE RIGHT, IN THE
 JV4092'NORTHWEST ABUTMENT OF THE HIGHWAY BRIDGE OVER THE BALTIMORE AND OHIO
 JV4092'RAILROAD, 7.7 METERS (25.5 FT) NORTHEAST OF THE CENTERLINE OF THE WEST
 JV4092'BOUND LANE OF THE HIGHWAY.
 JV4092'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JV4092
 JV4092                          STATION RECOVERY (1983)
 JV4092
 JV4092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV4092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1093 ***********************************************************************
 JW1093  DESIGNATION -  R 322
 JW1093  PID         -  JW1093
 JW1093  STATE/COUNTY-  WV/BARBOUR
 JW1093  USGS QUAD   -  BELINGTON (1976)
 JW1093
 JW1093                         *CURRENT SURVEY CONTROL
 JW1093  ___________________________________________________________________
 JW1093* NAD 83(1986)-  39 04 56.     (N)    079 59 13.     (W)     SCALED    
 JW1093* NAVD 88     -       555.198  (meters)    1821.51   (feet)  ADJUSTED  
 JW1093  ___________________________________________________________________
 JW1093  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JW1093  DYNAMIC HT  -         554.816 (meters)    1820.26  (feet)  COMP
 JW1093  MODELED GRAV-     979,921.5   (mgal)                       NAVD 88
 JW1093
 JW1093  VERT ORDER  -  FIRST     CLASS II
 JW1093
 JW1093.The horizontal coordinates were scaled from a topographic map and have
 JW1093.an estimated accuracy of +/- 6 seconds.
 JW1093
 JW1093.The orthometric height was determined by differential leveling
 JW1093.and adjusted by the National Geodetic Survey in June 1991..
 JW1093
 JW1093.The geoid height was determined by GEOID03.
 JW1093
 JW1093.The dynamic height is computed by dividing the NAVD 88
 JW1093.geopotential number by the normal gravity value computed on the
 JW1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1093.degrees latitude (g = 980.6199 gals.).
 JW1093
 JW1093.The modeled gravity was interpolated from observed gravity values.
 JW1093
 JW1093;                    North         East    Units  Estimated Accuracy
 JW1093;SPC WV N     -    64,750.      557,870.      MT  (+/- 180 meters Scaled)
 JW1093
 JW1093                          SUPERSEDED SURVEY CONTROL
 JW1093
 JW1093.No superseded survey control is available for this station.
 JW1093
 JW1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND876263(NAD 83)
 JW1093_MARKER: DB = BENCH MARK DISK
 JW1093_SETTING: 66 = SET IN ROCK OUTCROP
 JW1093_SP_SET: ROCK OUTCROP
 JW1093_STAMPING: R 322 1983
 JW1093_MARK LOGO: NGS   
 JW1093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1093+STABILITY: POSITION/ELEVATION WELL
 JW1093
 JW1093  HISTORY     - Date     Condition        Report By
 JW1093  HISTORY     - 1983     MONUMENTED       NGS
 JW1093
 JW1093                          STATION DESCRIPTION
 JW1093
 JW1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1093'10.5 KM (6.5 MI) SOUTH FROM PHILIPPI.
 JW1093'10.5 KM (6.5 MI) SOUTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JW1093'PHILIPPI TO THE MARK ON THE RIGHT, 0.1 KM (0.05 MI) SOUTH OF A PAVED
 JW1093'ROAD LEADING EAST AND ACROSS A SMALL DAM OF A SMALL POND, SET IN TOP
 JW1093'OF THE LOWER LEDGE AND ABOUT CENTERED OF A ROCK CUT, ALSO 8.6 KM
 JW1093'(5.35 MI) NORTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JW1093'BELINGTON, 7.77 METERS (25.5 FT) WEST OF THE CENTERLINE OF THE
 JW1093'HIGHWAY, 39.93 METERS (131.0 FT) SOUTH OF A DRIVEWAY LEADING WEST TO A
 JW1093'SMALL WOOD FRAME HOUSE, 0.30 METER (1.0 FT) WEST OF THE EAST EDGE OF
 JW1093'THE LEDGE.
 JW1093'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 JW1093'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1720 ***********************************************************************
 JX1720  DESIGNATION -  R 323
 JX1720  PID         -  JX1720
 JX1720  STATE/COUNTY-  WV/WOOD
 JX1720  USGS QUAD   -  PARKERSBURG (1994)
 JX1720
 JX1720                         *CURRENT SURVEY CONTROL
 JX1720  ___________________________________________________________________
 JX1720* NAD 83(1986)-  39 17 13.     (N)    081 31 52.     (W)     SCALED    
 JX1720* NAVD 88     -       208.378  (meters)     683.65   (feet)  ADJUSTED  
 JX1720  ___________________________________________________________________
 JX1720  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JX1720  DYNAMIC HT  -         208.249 (meters)     683.23  (feet)  COMP
 JX1720  MODELED GRAV-     980,002.0   (mgal)                       NAVD 88
 JX1720
 JX1720  VERT ORDER  -  FIRST     CLASS II
 JX1720
 JX1720.The horizontal coordinates were scaled from a topographic map and have
 JX1720.an estimated accuracy of +/- 6 seconds.
 JX1720
 JX1720.The orthometric height was determined by differential leveling
 JX1720.and adjusted by the National Geodetic Survey in June 1991..
 JX1720
 JX1720.The geoid height was determined by GEOID03.
 JX1720
 JX1720.The dynamic height is computed by dividing the NAVD 88
 JX1720.geopotential number by the normal gravity value computed on the
 JX1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1720.degrees latitude (g = 980.6199 gals.).
 JX1720
 JX1720.The modeled gravity was interpolated from observed gravity values.
 JX1720
 JX1720;                    North         East    Units  Estimated Accuracy
 JX1720;SPC WV N     -    89,350.      424,790.      MT  (+/- 180 meters Scaled)
 JX1720
 JX1720                          SUPERSEDED SURVEY CONTROL
 JX1720
 JX1720.No superseded survey control is available for this station.
 JX1720
 JX1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD541487(NAD 83)
 JX1720_MARKER: I = METAL ROD
 JX1720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1720_SP_SET: STAINLESS STEEL ROD
 JX1720_STAMPING: R 323 1983
 JX1720_MARK LOGO: NGS   
 JX1720_PROJECTION: FLUSH
 JX1720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1720_ROD/PIPE-DEPTH: 18.2 meters
 JX1720
 JX1720  HISTORY     - Date     Condition        Report By
 JX1720  HISTORY     - 1983     MONUMENTED       NGS
 JX1720
 JX1720                          STATION DESCRIPTION
 JX1720
 JX1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1720'IN NORTH PARKERSBURG.
 JX1720'IN NORTH PARKERSBURG, AT THE JUNCTION OF 36TH STREET AND CENTRAL
 JX1720'AVENUE, AT THE ENTRANCE TO THE NORTH PARKERSBURG POST OFFICE,
 JX1720'10.48 METERS (34.4 FT) NORTHWEST OF THE NORTHWEST CURB OF CENTRAL
 JX1720'AVENUE, 2.04 METERS (6.7 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE
 JX1720'POST OFFICE, 0.73 METER (2.4 FT) NORTH-NORTHEAST OF A FLAGPOLE.
 JX1720'THE MARK IS 0.46 M ABOVE CENTRAL AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2796 ***********************************************************************
 HX2796  DESIGNATION -  R 324
 HX2796  PID         -  HX2796
 HX2796  STATE/COUNTY-  WV/POCAHONTAS
 HX2796  USGS QUAD   -  MARLINTON (1995)
 HX2796
 HX2796                         *CURRENT SURVEY CONTROL
 HX2796  ___________________________________________________________________
 HX2796* NAD 83(1986)-  38 12 00.     (N)    080 06 51.     (W)     SCALED    
 HX2796* NAVD 88     -       755.495  (meters)    2478.65   (feet)  ADJUSTED  
 HX2796  ___________________________________________________________________
 HX2796  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HX2796  DYNAMIC HT  -         754.889 (meters)    2476.66  (feet)  COMP
 HX2796  MODELED GRAV-     979,801.2   (mgal)                       NAVD 88
 HX2796
 HX2796  VERT ORDER  -  FIRST     CLASS II
 HX2796
 HX2796.The horizontal coordinates were scaled from a topographic map and have
 HX2796.an estimated accuracy of +/- 6 seconds.
 HX2796
 HX2796.The orthometric height was determined by differential leveling
 HX2796.and adjusted by the National Geodetic Survey in June 1991..
 HX2796
 HX2796.The geoid height was determined by GEOID03.
 HX2796
 HX2796.The dynamic height is computed by dividing the NAVD 88
 HX2796.geopotential number by the normal gravity value computed on the
 HX2796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2796.degrees latitude (g = 980.6199 gals.).
 HX2796
 HX2796.The modeled gravity was interpolated from observed gravity values.
 HX2796
 HX2796;                    North         East    Units  Estimated Accuracy
 HX2796;SPC WV S     -   133,560.      677,590.      MT  (+/- 180 meters Scaled)
 HX2796
 HX2796                          SUPERSEDED SURVEY CONTROL
 HX2796
 HX2796.No superseded survey control is available for this station.
 HX2796
 HX2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC775283(NAD 83)
 HX2796_MARKER: I = METAL ROD
 HX2796_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HX2796+WITH SETTING: INFORMATION.
 HX2796_SP_SET: SHALLOW SET METAL ROD
 HX2796_STAMPING: R 324 1983
 HX2796_MARK LOGO: NGS   
 HX2796_PROJECTION: FLUSH
 HX2796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2796_ROD/PIPE-DEPTH: 1.5  meters
 HX2796
 HX2796  HISTORY     - Date     Condition        Report By
 HX2796  HISTORY     - 1983     MONUMENTED       NGS
 HX2796
 HX2796                          STATION DESCRIPTION
 HX2796
 HX2796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2796'3.4 KM (2.15 MI) SOUTH FROM MARLINTON.
 HX2796'3.4 KM (2.15 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 HX2796'STATE HIGHWAY 39 IN MARLINTON TO THE JUNCTION OF OLD BUCKEYE ROAD AND
 HX2796'THE MARK ON THE LEFT, 13.41 METERS (39.5 FT) SOUTH OF THE CENTERLINE
 HX2796'OF THE HIGHWAY, 6.10 METERS (20.0 FT) NORTHWEST OF THE CENTER OF THE
 HX2796'ROAD, 0.76 METER (2.5 FT) NORTHEAST OF A UTILITY POLE.  NOTE--SEVERAL
 HX2796'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 HX2796'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3195 ***********************************************************************
 GX3195  DESIGNATION -  R 325
 GX3195  PID         -  GX3195
 GX3195  STATE/COUNTY-  WV/GREENBRIER
 GX3195  USGS QUAD   -  RONCEVERTE (1971)
 GX3195
 GX3195                         *CURRENT SURVEY CONTROL
 GX3195  ___________________________________________________________________
 GX3195* NAD 83(1986)-  37 44 52.     (N)    080 29 21.     (W)     SCALED    
 GX3195* NAVD 88     -       647.349  (meters)    2123.84   (feet)  ADJUSTED  
 GX3195  ___________________________________________________________________
 GX3195  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GX3195  DYNAMIC HT  -         646.820 (meters)    2122.11  (feet)  COMP
 GX3195  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 GX3195
 GX3195  VERT ORDER  -  FIRST     CLASS II
 GX3195
 GX3195.The horizontal coordinates were scaled from a topographic map and have
 GX3195.an estimated accuracy of +/- 6 seconds.
 GX3195
 GX3195.The orthometric height was determined by differential leveling
 GX3195.and adjusted by the National Geodetic Survey in June 1991..
 GX3195
 GX3195.The geoid height was determined by GEOID03.
 GX3195
 GX3195.The dynamic height is computed by dividing the NAVD 88
 GX3195.geopotential number by the normal gravity value computed on the
 GX3195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3195.degrees latitude (g = 980.6199 gals.).
 GX3195
 GX3195.The modeled gravity was interpolated from observed gravity values.
 GX3195
 GX3195;                    North         East    Units  Estimated Accuracy
 GX3195;SPC WV S     -    83,120.      645,020.      MT  (+/- 180 meters Scaled)
 GX3195
 GX3195                          SUPERSEDED SURVEY CONTROL
 GX3195
 GX3195.No superseded survey control is available for this station.
 GX3195
 GX3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB450779(NAD 83)
 GX3195_MARKER: DB = BENCH MARK DISK
 GX3195_SETTING: 66 = SET IN ROCK OUTCROP
 GX3195_SP_SET: ROCK OUTCROP
 GX3195_STAMPING: R 325 1984
 GX3195_MARK LOGO: NGS   
 GX3195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3195+STABILITY: POSITION/ELEVATION WELL
 GX3195
 GX3195  HISTORY     - Date     Condition        Report By
 GX3195  HISTORY     - 1984     MONUMENTED       NGS
 GX3195
 GX3195                          STATION DESCRIPTION
 GX3195
 GX3195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3195'3.0 KM (1.85 MI) WEST FROM RONCEVERTE.
 GX3195'0.5 KM (0.3 MI) WEST ALONG U.S. HIGHWAY 219 FROM THE CITY HALL IN
 GX3195'RONCEVERTE, THENCE 2.5 KM (1.55 MI) WEST ALONG STATE HIGHWAY 63 TO THE
 GX3195'MARK ON THE RIGHT, IN TOP OF A SMALL FLAT AREA OF A LARGE CUT ROCK,
 GX3195'5.79 METERS (19.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GX3195'18.90 METERS (62.0 FT) EAST OF THE NORTH END OF A PIPE CULVERT UNDER
 GX3195'THE HIGHWAY, 6.40 METERS (21.0 FT) EAST OF THE WEST END OF THE ROCK
 GX3195'CUT.
 GX3195'THE MARK IS 1.4 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1226 ***********************************************************************
 JW1226  DESIGNATION -  R 326
 JW1226  PID         -  JW1226
 JW1226  STATE/COUNTY-  WV/BERKELEY
 JW1226  USGS QUAD   -  BIG POOL (1998)
 JW1226
 JW1226                         *CURRENT SURVEY CONTROL
 JW1226  ___________________________________________________________________
 JW1226* NAD 83(1986)-  39 33 48.     (N)    078 02 23.     (W)     SCALED    
 JW1226* NAVD 88     -       163.536  (meters)     536.53   (feet)  ADJUSTED  
 JW1226  ___________________________________________________________________
 JW1226  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JW1226  DYNAMIC HT  -         163.439 (meters)     536.22  (feet)  COMP
 JW1226  MODELED GRAV-     980,031.0   (mgal)                       NAVD 88
 JW1226
 JW1226  VERT ORDER  -  FIRST     CLASS II
 JW1226
 JW1226.The horizontal coordinates were scaled from a topographic map and have
 JW1226.an estimated accuracy of +/- 6 seconds.
 JW1226
 JW1226.The orthometric height was determined by differential leveling
 JW1226.and adjusted by the National Geodetic Survey in June 1991..
 JW1226
 JW1226.The geoid height was determined by GEOID03.
 JW1226
 JW1226.The dynamic height is computed by dividing the NAVD 88
 JW1226.geopotential number by the normal gravity value computed on the
 JW1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1226.degrees latitude (g = 980.6199 gals.).
 JW1226
 JW1226.The modeled gravity was interpolated from observed gravity values.
 JW1226
 JW1226;                    North         East    Units  Estimated Accuracy
 JW1226;SPC WV N     -   119,070.      725,480.      MT  (+/- 180 meters Scaled)
 JW1226
 JW1226                          SUPERSEDED SURVEY CONTROL
 JW1226
 JW1226.No superseded survey control is available for this station.
 JW1226
 JW1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD543834(NAD 83)
 JW1226_MARKER: I = METAL ROD
 JW1226_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1226_SP_SET: STAINLESS STEEL ROD
 JW1226_STAMPING: R 326 1983
 JW1226_MARK LOGO: NGS   
 JW1226_PROJECTION: FLUSH
 JW1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1226_ROD/PIPE-DEPTH: 4.6  meters
 JW1226
 JW1226  HISTORY     - Date     Condition        Report By
 JW1226  HISTORY     - 1983     MONUMENTED       NGS
 JW1226
 JW1226                          STATION DESCRIPTION
 JW1226
 JW1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1226'5.1 KM (3.15 MI) WNW FROM HEDGESVILLE.
 JW1226'5.1 KM (3.15 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 9 FROM THE POST
 JW1226'OFFICE IN HEDGESVILLE TO THE MARK ON THE LEFT AND THE JUNCTION OF CAMP
 JW1226'FRAME ROAD ON THE RIGHT, 6.70 METERS (22.0 FT) WEST OF THE CENTERLINE
 JW1226'OF THE HIGHWAY, 8.50 METERS (27.8 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 JW1226'CORNER OF THE WEST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 0.54 METER
 JW1226'(1.8 FT) NORTH OF POWER POLE 07652.
 JW1226'THE MARK IS 2.74 METERS  SW FROM A WITNESS POST.
 JW1226'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3240 ***********************************************************************
 GX3240  DESIGNATION -  R 328
 GX3240  PID         -  GX3240
 GX3240  STATE/COUNTY-  WV/MERCER
 GX3240  USGS QUAD   -  OAKVALE (1977)
 GX3240
 GX3240                         *CURRENT SURVEY CONTROL
 GX3240  ___________________________________________________________________
 GX3240* NAD 83(1986)-  37 20 50.     (N)    080 55 10.     (W)     SCALED    
 GX3240* NAVD 88     -       504.207  (meters)    1654.22   (feet)  ADJUSTED  
 GX3240  ___________________________________________________________________
 GX3240  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX3240  DYNAMIC HT  -         503.775 (meters)    1652.80  (feet)  COMP
 GX3240  MODELED GRAV-     979,758.0   (mgal)                       NAVD 88
 GX3240
 GX3240  VERT ORDER  -  FIRST     CLASS II
 GX3240
 GX3240.The horizontal coordinates were scaled from a topographic map and have
 GX3240.an estimated accuracy of +/- 6 seconds.
 GX3240
 GX3240.The orthometric height was determined by differential leveling
 GX3240.and adjusted by the National Geodetic Survey in June 1991..
 GX3240
 GX3240.The geoid height was determined by GEOID03.
 GX3240
 GX3240.The dynamic height is computed by dividing the NAVD 88
 GX3240.geopotential number by the normal gravity value computed on the
 GX3240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3240.degrees latitude (g = 980.6199 gals.).
 GX3240
 GX3240.The modeled gravity was interpolated from observed gravity values.
 GX3240
 GX3240;                    North         East    Units  Estimated Accuracy
 GX3240;SPC WV S     -    38,540.      607,140.      MT  (+/- 180 meters Scaled)
 GX3240
 GX3240                          SUPERSEDED SURVEY CONTROL
 GX3240
 GX3240.No superseded survey control is available for this station.
 GX3240
 GX3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB071333(NAD 83)
 GX3240_MARKER: DB = BENCH MARK DISK
 GX3240_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX3240_SP_SET: PIER
 GX3240_STAMPING: R 328 1984
 GX3240_MARK LOGO: NGS   
 GX3240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3240
 GX3240  HISTORY     - Date     Condition        Report By
 GX3240  HISTORY     - 1984     MONUMENTED       NGS
 GX3240
 GX3240                          STATION DESCRIPTION
 GX3240
 GX3240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3240'5.6 KM (2.45 MI) WEST FROM GLEN LYN.
 GX3240'2.7 KM (1.65 MI) WEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE IN
 GX3240'GLEN LYN, THENCE 2.9 KM (1.8 MI) WEST ALONG WILLOWTON ROAD TO THE MARK
 GX3240'ON THE LEFT, SET VERTICALLY IN THE CENTER PIER OF THE NORFOLK AND
 GX3240'WESTERN RAILROAD OVERPASS, 9.30 METERS (30.5 FT) SOUTH OF THE
 GX3240'CENTERLINE OF THE HIGHWAY, 1.37 METERS (4.5 FT) SOUTH OF THE NORTHWEST
 GX3240'CORNER OF THE PIER.
 GX3240'THE MARK IS 1.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0169 ***********************************************************************
 JX0169  DESIGNATION -  R 33
 JX0169  PID         -  JX0169
 JX0169  STATE/COUNTY-  WV/TAYLOR
 JX0169  USGS QUAD   -  FAIRMONT EAST (1976)
 JX0169
 JX0169                         *CURRENT SURVEY CONTROL
 JX0169  ___________________________________________________________________
 JX0169* NAD 83(1986)-  39 22 37.     (N)    080 02 58.     (W)     SCALED    
 JX0169* NAVD 88     -       301.027  (meters)     987.62   (feet)  POSTED    
 JX0169  ___________________________________________________________________
 JX0169  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JX0169  DYNAMIC HT  -         300.840 (meters)     987.01  (feet)  COMP
 JX0169  MODELED GRAV-     979,985.2   (mgal)                       NAVD 88
 JX0169
 JX0169  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0169
 JX0169.The horizontal coordinates were scaled from a topographic map and have
 JX0169.an estimated accuracy of +/- 6 seconds.
 JX0169
 JX0169.The orthometric height was determined by differential leveling
 JX0169.and adjusted by the National Geodetic Survey in 1992..
 JX0169.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0169.rate of 0.0 thru 1.0 mm/km.
 JX0169
 JX0169.The geoid height was determined by GEOID03.
 JX0169
 JX0169.The dynamic height is computed by dividing the NAVD 88
 JX0169.geopotential number by the normal gravity value computed on the
 JX0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0169.degrees latitude (g = 980.6199 gals.).
 JX0169
 JX0169.The modeled gravity was interpolated from observed gravity values.
 JX0169
 JX0169;                    North         East    Units  Estimated Accuracy
 JX0169;SPC WV N     -    97,500.      552,660.      MT  (+/- 180 meters Scaled)
 JX0169
 JX0169                          SUPERSEDED SURVEY CONTROL
 JX0169
 JX0169  NGVD 29 (??/??/92)  301.215  (m)          988.24   (f) ADJ UNCH    1 2
 JX0169
 JX0169.Superseded values are not recommended for survey control.
 JX0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0169.See file dsdata.txt to determine how the superseded data were derived.
 JX0169
 JX0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND818590(NAD 83)
 JX0169_MARKER: DB = BENCH MARK DISK
 JX0169_SETTING: 66 = SET IN ROCK OUTCROP
 JX0169_SP_SET: BOULDER
 JX0169_STAMPING: R 33 1935
 JX0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0169+STABILITY: POSITION/ELEVATION WELL
 JX0169
 JX0169  HISTORY     - Date     Condition        Report By
 JX0169  HISTORY     - 1935     MONUMENTED       CGS
 JX0169  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0169
 JX0169                          STATION DESCRIPTION
 JX0169
 JX0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0169'5.6 MI NW FROM GRAFTON.
 JX0169'5.6 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0169'THE STATION AT GRAFTON, TAYLOR COUNTY, 74 FEET WEST OF POLE 285+25,
 JX0169'163 FEET EAST OF A ONE-STORY FARMHOUSE, 24 FEET SOUTH OF THE
 JX0169'CENTERLINE OF THE SOUTH TRACK, 2-1/2 FEET HIGHER THAN THE TRACK,
 JX0169'AND IN THE TOP OF A LARGE BOULDER.  A STANDARD DISK, STAMPED
 JX0169'R 33 1935.
 JX0169
 JX0169                          STATION RECOVERY (1983)
 JX0169
 JX0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0169'NOT RECOVERED, DESCRIPTION NOW INADEQUATE, NO SIGNS OF THE MARK COULD
 JX0169'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2824 ***********************************************************************
 HX2824  DESIGNATION -  R 330
 HX2824  PID         -  HX2824
 HX2824  STATE/COUNTY-  WV/JACKSON
 HX2824  USGS QUAD   -  RAVENSWOOD (1994)
 HX2824
 HX2824                         *CURRENT SURVEY CONTROL
 HX2824  ___________________________________________________________________
 HX2824* NAD 83(1995)-  38 55 14.96473(N)    081 49 25.83866(W)     ADJUSTED  
 HX2824* NAVD 88     -       200.707  (meters)     658.49   (feet)  ADJUSTED  
 HX2824  ___________________________________________________________________
 HX2824  X           -     706,674.073 (meters)                     COMP
 HX2824  Y           -  -4,918,476.653 (meters)                     COMP
 HX2824  Z           -   3,985,587.010 (meters)                     COMP
 HX2824  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HX2824  ELLIP HEIGHT-         166.70  (meters)          (11/30/01) GPS OBS
 HX2824  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 HX2824  DYNAMIC HT  -         200.579 (meters)     658.07  (feet)  COMP
 HX2824  MODELED GRAV-     979,983.6   (mgal)                       NAVD 88
 HX2824
 HX2824  HORZ ORDER  -  THIRD
 HX2824  VERT ORDER  -  FIRST     CLASS II
 HX2824  ELLP ORDER  -  FOURTH    CLASS II
 HX2824
 HX2824.The horizontal coordinates were established by GPS observations
 HX2824.and adjusted by the National Geodetic Survey in August 1997..
 HX2824
 HX2824.The orthometric height was determined by differential leveling
 HX2824.and adjusted by the National Geodetic Survey in June 1991..
 HX2824
 HX2824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX2824
 HX2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2824
 HX2824.The ellipsoidal height was determined by GPS observations
 HX2824.and is referenced to NAD 83.
 HX2824
 HX2824.The geoid height was determined by GEOID03.
 HX2824
 HX2824.The dynamic height is computed by dividing the NAVD 88
 HX2824.geopotential number by the normal gravity value computed on the
 HX2824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2824.degrees latitude (g = 980.6199 gals.).
 HX2824
 HX2824.The modeled gravity was interpolated from observed gravity values.
 HX2824
 HX2824;                    North         East     Units Scale Factor Converg.
 HX2824;SPC WV S     -   213,516.484   528,554.236   MT  1.00000820   -0 30 33.5
 HX2824;UTM  17      - 4,308,312.933   428,581.935   MT  0.99966281   -0 31 03.4
 HX2824
 HX2824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2824!SPC WV S     -   0.99997385  x   1.00000820  =   0.99998205
 HX2824!UTM  17      -   0.99997385  x   0.99966281  =   0.99963666
 HX2824
 HX2824                          SUPERSEDED SURVEY CONTROL
 HX2824
 HX2824  ELLIP H (08/25/97)  166.74   (m)                       GP(       ) 4 2
 HX2824
 HX2824.Superseded values are not recommended for survey control.
 HX2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2824.See file dsdata.txt to determine how the superseded data were derived.
 HX2824
 HX2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2858208313(NAD 83)
 HX2824_MARKER: DV = VERTICAL CONTROL DISK
 HX2824_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HX2824_SP_SET: CONCRETE FOUNDATION OF A SIGN
 HX2824_STAMPING: R 330 1984
 HX2824_MARK LOGO: NGS   
 HX2824_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX2824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2824+STABILITY: SURFACE MOTION
 HX2824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2824+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1996
 HX2824
 HX2824  HISTORY     - Date     Condition        Report By
 HX2824  HISTORY     - 1984     MONUMENTED       NGS
 HX2824  HISTORY     - 19960724 GOOD             NGS
 HX2824
 HX2824                          STATION DESCRIPTION
 HX2824
 HX2824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2824'2.7 KM (1.65 MI) NE FROM MILLWOOD.
 HX2824'2.7 KM (1.65 MI) NORTHEAST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 HX2824'IN MILLWOOD TO THE MARK ON THE LEFT, NEAR THE JUNCTION OF KAISER ROAD,
 HX2824'IN TOP OF AND CENTERED IN THE SOUTH END OF A 1.2 BY 11.0 METER (4 BY
 HX2824'36 FT) CONCRETE BASE OF THE KAISER ALUMINUM CORPORATION SIGN,
 HX2824'42.06 METERS (138.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HX2824'84.12 METERS (276.0 FT) EAST OF THE CENTERLINE OF THE EASTERLY FORK OF
 HX2824'KAISER ROAD, 0.61 METER (2.0 FT) NORTHEAST OF THE SOUTHWEST CORNER OF
 HX2824'THE CONCRETE BASE OF THE SIGN.
 HX2824'THE MARK IS 1.82 M ABOVE HIGHWAY.
 HX2824
 HX2824                          STATION RECOVERY (1996)
 HX2824
 HX2824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HX2824'THE STATION IS LOCATED ABOUT 44 KM (27.35 MI) SOUTH-SOUTHWEST OF
 HX2824'PARKERSBURG, 8 KM (4.95 MI) WEST OF INTERSTATE HIGHWAY 77, 7 KM (4.35
 HX2824'MI) SOUTHWEST OF RAVENSWOOD, 2 KM (1.25 MI) EAST OF THE OHIO RIVER, IN
 HX2824'A SIGN FOUNDATION ON A LOW HILL IN THE NORTHEAST QUADRANT OF THE
 HX2824'JUNCTION OF HIGHWAY 2 AND KAISER ROAD.  OWNERSHIP--RAVENSWOOD ALUMINUM
 HX2824'CORPORATION.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 77 AND
 HX2824'STATE HIGHWAY 2 (EXIT 146) ABOUT 4 KM (2.50 MI) EAST OF RAVENSWOOD, GO
 HX2824'WEST ON HIGHWAY 2 FOR 3.78 KM (2.35 MI) TO THE JUNCTION OF STATE
 HX2824'HIGHWAY 68 AT THE EDGE OF RAVENSWOOD.  CONTINUE AHEAD, SOUTH AND
 HX2824'WESTERLY, ON HIGHWAY 2 FOR 8.2 KM (5.10 MI) TO THE STATION ON THE
 HX2824'RIGHT.  THE STATION IS SET FLUSH IN THE TOP CENTER OF THE SOUTH END OF
 HX2824'A 1.2 M (3.9 FT) X 11.0 M (36.1 FT) CONCRETE BASE OF THE RAVENSWOOD
 HX2824'ALUMINUM CORPORATION SIGN.  IT IS 68.9 M (226.0 FT) NORTHEAST OF THE
 HX2824'CENTER OF THE JUNCTION OF HIGHWAY 2 AND THE EAST FORK OF KAISER ROAD,
 HX2824'42.1 M (138.1 FT) NORTH-NORTHWEST OF AND ABOUT 2 M (6.6 FT) HIGHER
 HX2824'THAN THE CENTER OF THE HIGHWAY, 0.6 M (2.0 FT) NORTHEAST OF THE
 HX2824'SOUTHWEST CORNER OF THE BASE OF THE SIGN, AND 0.6 M (2.0 FT)
 HX2824'NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2188 ***********************************************************************
 HY2188  DESIGNATION -  R 331
 HY2188  PID         -  HY2188
 HY2188  STATE/COUNTY-  WV/MASON
 HY2188  USGS QUAD   -  APPLE GROVE (1987)
 HY2188
 HY2188                         *CURRENT SURVEY CONTROL
 HY2188  ___________________________________________________________________
 HY2188* NAD 83(1986)-  38 37 39.     (N)    082 09 54.     (W)     SCALED    
 HY2188* NAVD 88     -       172.059  (meters)     564.50   (feet)  ADJUSTED  
 HY2188  ___________________________________________________________________
 HY2188  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HY2188  DYNAMIC HT  -         171.946 (meters)     564.13  (feet)  COMP
 HY2188  MODELED GRAV-     979,972.3   (mgal)                       NAVD 88
 HY2188
 HY2188  VERT ORDER  -  FIRST     CLASS II
 HY2188
 HY2188.The horizontal coordinates were scaled from a topographic map and have
 HY2188.an estimated accuracy of +/- 6 seconds.
 HY2188
 HY2188.The orthometric height was determined by differential leveling
 HY2188.and adjusted by the National Geodetic Survey in June 1991..
 HY2188
 HY2188.The geoid height was determined by GEOID03.
 HY2188
 HY2188.The dynamic height is computed by dividing the NAVD 88
 HY2188.geopotential number by the normal gravity value computed on the
 HY2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2188.degrees latitude (g = 980.6199 gals.).
 HY2188
 HY2188.The modeled gravity was interpolated from observed gravity values.
 HY2188
 HY2188;                    North         East    Units  Estimated Accuracy
 HY2188;SPC WV S     -   181,280.      498,560.      MT  (+/- 180 meters Scaled)
 HY2188
 HY2188                          SUPERSEDED SURVEY CONTROL
 HY2188
 HY2188.No superseded survey control is available for this station.
 HY2188
 HY2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC985760(NAD 83)
 HY2188_MARKER: I = METAL ROD
 HY2188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HY2188_SP_SET: STAINLESS STEEL ROD
 HY2188_STAMPING: R 331 1984
 HY2188_MARK LOGO: NGS   
 HY2188_PROJECTION: FLUSH
 HY2188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2188_ROD/PIPE-DEPTH: 5.6  meters
 HY2188
 HY2188  HISTORY     - Date     Condition        Report By
 HY2188  HISTORY     - 1984     MONUMENTED       NGS
 HY2188
 HY2188                          STATION DESCRIPTION
 HY2188
 HY2188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2188'IN ASHTON.
 HY2188'IN ASHTON, ALONG STATE HIGHWAY 2, ON THE PROPERTY OF THE POST OFFICE,
 HY2188'11.58 METERS (38.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 HY2188'0.34 METER (1.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE POST
 HY2188'OFFICE.
 HY2188'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1771 ***********************************************************************
 JW1771  DESIGNATION -  R 334
 JW1771  PID         -  JW1771
 JW1771  STATE/COUNTY-  WV/PRESTON
 JW1771  USGS QUAD   -  BRUCETON MILLS (1976)
 JW1771
 JW1771                         *CURRENT SURVEY CONTROL
 JW1771  ___________________________________________________________________
 JW1771* NAD 83(1986)-  39 38 59.     (N)    079 42 12.     (W)     SCALED    
 JW1771* NAVD 88     -       492.404  (meters)    1615.50   (feet)  ADJUSTED  
 JW1771  ___________________________________________________________________
 JW1771  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JW1771  DYNAMIC HT  -         492.101 (meters)    1614.50  (feet)  COMP
 JW1771  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 JW1771
 JW1771  VERT ORDER  -  FIRST     CLASS II
 JW1771
 JW1771.The horizontal coordinates were scaled from a topographic map and have
 JW1771.an estimated accuracy of +/- 6 seconds.
 JW1771
 JW1771.The orthometric height was determined by differential leveling
 JW1771.and adjusted by the National Geodetic Survey in April 1995..
 JW1771
 JW1771.The geoid height was determined by GEOID03.
 JW1771
 JW1771.The dynamic height is computed by dividing the NAVD 88
 JW1771.geopotential number by the normal gravity value computed on the
 JW1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1771.degrees latitude (g = 980.6199 gals.).
 JW1771
 JW1771.The modeled gravity was interpolated from observed gravity values.
 JW1771
 JW1771;                    North         East    Units  Estimated Accuracy
 JW1771;SPC WV N     -   127,660.      582,550.      MT  (+/- 180 meters Scaled)
 JW1771
 JW1771                          SUPERSEDED SURVEY CONTROL
 JW1771
 JW1771.No superseded survey control is available for this station.
 JW1771
 JW1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD112896(NAD 83)
 JW1771_MARKER: DV = VERTICAL CONTROL DISK
 JW1771_SETTING: 66 = SET IN ROCK OUTCROP
 JW1771_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1771_STAMPING: R 334 1993
 JW1771_MARK LOGO: NGS   
 JW1771_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1771+STABILITY: POSITION/ELEVATION WELL
 JW1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1771+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1771
 JW1771  HISTORY     - Date     Condition        Report By
 JW1771  HISTORY     - 1993     MONUMENTED       NGS
 JW1771
 JW1771                          STATION DESCRIPTION
 JW1771
 JW1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1771'19.1 KM (11.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1771'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), NEAR THE EAST
 JW1771'END OF A 7 BY 15-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 18.6
 JW1771'M (61.0 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 JW1771'HIGHWAY, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.6 M
 JW1771'(2.0 FT) SOUTH 0F A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0278 ***********************************************************************
 GY0278  DESIGNATION -  R 34
 GY0278  PID         -  GY0278
 GY0278  STATE/COUNTY-  WV/MINGO
 GY0278  USGS QUAD   -  BARNABUS (1976)
 GY0278
 GY0278                         *CURRENT SURVEY CONTROL
 GY0278  ___________________________________________________________________
 GY0278* NAD 83(1986)-  37 39 24.     (N)    082 05 11.     (W)     SCALED    
 GY0278* NAVD 88     -       324.644  (meters)    1065.10   (feet)  ADJUSTED  
 GY0278  ___________________________________________________________________
 GY0278  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GY0278  DYNAMIC HT  -         324.398 (meters)    1064.30  (feet)  COMP
 GY0278  MODELED GRAV-     979,861.6   (mgal)                       NAVD 88
 GY0278
 GY0278  VERT ORDER  -  SECOND    CLASS 0
 GY0278
 GY0278.The horizontal coordinates were scaled from a topographic map and have
 GY0278.an estimated accuracy of +/- 6 seconds.
 GY0278
 GY0278.The orthometric height was determined by differential leveling
 GY0278.and adjusted by the National Geodetic Survey in June 1991..
 GY0278
 GY0278.The geoid height was determined by GEOID03.
 GY0278
 GY0278.The dynamic height is computed by dividing the NAVD 88
 GY0278.geopotential number by the normal gravity value computed on the
 GY0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0278.degrees latitude (g = 980.6199 gals.).
 GY0278
 GY0278.The modeled gravity was interpolated from observed gravity values.
 GY0278
 GY0278;                    North         East    Units  Estimated Accuracy
 GY0278;SPC WV S     -    73,440.      504,140.      MT  (+/- 180 meters Scaled)
 GY0278
 GY0278                          SUPERSEDED SURVEY CONTROL
 GY0278
 GY0278  NGVD 29 (??/??/92)  324.860  (m)         1065.81   (f) ADJ UNCH    2 0
 GY0278
 GY0278.Superseded values are not recommended for survey control.
 GY0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0278.See file dsdata.txt to determine how the superseded data were derived.
 GY0278
 GY0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB041682(NAD 83)
 GY0278_MARKER: DB = BENCH MARK DISK
 GY0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0278_STAMPING: R 34 1935
 GY0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0278+STABILITY: SURFACE MOTION
 GY0278
 GY0278  HISTORY     - Date     Condition        Report By
 GY0278  HISTORY     - 1935     MONUMENTED       CGS
 GY0278  HISTORY     - 1957     GOOD             NGS
 GY0278
 GY0278                          STATION DESCRIPTION
 GY0278
 GY0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0278'5.4 MI W FROM MOUNTAIN VIEW.
 GY0278'ABOUT 5.35 MILES WEST ALONG U.S. HIGHWAYS 119 AND 52 FROM THE
 GY0278'JUNCTION OF HIGHWAYS AT MOUNTAIN VIEW, ABOUT 5.2 MILES NORTHEAST
 GY0278'OF JUNCTION OF RED JACKET ROAD AT TAYLORSVILLE, ABOUT 490 FEET
 GY0278'SOUTHEAST AND ACROSS HIGHWAY FROM THE E.F. LANDES RESIDENCE,
 GY0278'ABOUT 100 YARDS WEST OF THE ALEC HATFIELD RESIDENCE, NEAR AN
 GY0278'ABANDONED SAW MILL SITE, AT A FENCE CORNER, 21 FEET SOUTH OF
 GY0278'CENTER LINE OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GY0278'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2272 ***********************************************************************
 GX2272  DESIGNATION -  R 35
 GX2272  PID         -  GX2272
 GX2272  STATE/COUNTY-  WV/LOGAN
 GX2272  USGS QUAD   -  LOGAN (1989)
 GX2272
 GX2272                         *CURRENT SURVEY CONTROL
 GX2272  ___________________________________________________________________
 GX2272* NAD 83(1986)-  37 51 40.     (N)    081 52 45.     (W)     SCALED    
 GX2272* NAVD 88     -       305.370  (meters)    1001.87   (feet)  ADJUSTED  
 GX2272  ___________________________________________________________________
 GX2272  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GX2272  DYNAMIC HT  -         305.146 (meters)    1001.13  (feet)  COMP
 GX2272  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 GX2272
 GX2272  VERT ORDER  -  SECOND    CLASS 0
 GX2272
 GX2272.The horizontal coordinates were scaled from a topographic map and have
 GX2272.an estimated accuracy of +/- 6 seconds.
 GX2272
 GX2272.The orthometric height was determined by differential leveling
 GX2272.and adjusted by the National Geodetic Survey in June 1991..
 GX2272
 GX2272.The geoid height was determined by GEOID03.
 GX2272
 GX2272.The dynamic height is computed by dividing the NAVD 88
 GX2272.geopotential number by the normal gravity value computed on the
 GX2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2272.degrees latitude (g = 980.6199 gals.).
 GX2272
 GX2272.The modeled gravity was interpolated from observed gravity values.
 GX2272
 GX2272;                    North         East    Units  Estimated Accuracy
 GX2272;SPC WV S     -    95,940.      522,640.      MT  (+/- 180 meters Scaled)
 GX2272
 GX2272                          SUPERSEDED SURVEY CONTROL
 GX2272
 GX2272  NGVD 29 (??/??/92)  305.567  (m)         1002.51   (f) ADJ UNCH    2 0
 GX2272
 GX2272.Superseded values are not recommended for survey control.
 GX2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2272.See file dsdata.txt to determine how the superseded data were derived.
 GX2272
 GX2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB226907(NAD 83)
 GX2272_MARKER: DB = BENCH MARK DISK
 GX2272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2272_SP_SET: CULVERT
 GX2272_STAMPING: R 35 1935
 GX2272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2272
 GX2272  HISTORY     - Date     Condition        Report By
 GX2272  HISTORY     - 1935     MONUMENTED       CGS
 GX2272
 GX2272                          STATION DESCRIPTION
 GX2272
 GX2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2272'AT HETZEL.
 GX2272'AT HETZEL, LOGAN COUNTY, ON U.S. HIGHWAY 119, 0.1 MILE EAST OF A
 GX2272'WEST TOWN-LIMIT SIGN, ABOUT 175 YARDS NORTHWEST OF GEORGES
 GX2272'CREEK COAL CO. TIPPLE, AT A CULVERT, IN THE TOP OF THE HEADWALL,
 GX2272'19 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 GX2272'THE HIGHWAY.  A STANDARD DISK, STAMPED R 35 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2101 ***********************************************************************
 HX2101  CBN         -  This is a Cooperative Base Network Control Station.
 HX2101  DESIGNATION -  R 36
 HX2101  PID         -  HX2101
 HX2101  STATE/COUNTY-  WV/BOONE
 HX2101  USGS QUAD   -  JULIAN (1976)
 HX2101
 HX2101                         *CURRENT SURVEY CONTROL
 HX2101  ___________________________________________________________________
 HX2101* NAD 83(1995)-  38 08 02.50021(N)    081 50 06.52364(W)     ADJUSTED  
 HX2101* NAVD 88     -       204.753  (meters)     671.76   (feet)  ADJUSTED  
 HX2101  ___________________________________________________________________
 HX2101  X           -     713,431.039 (meters)                     COMP
 HX2101  Y           -  -4,972,472.519 (meters)                     COMP
 HX2101  Z           -   3,917,262.617 (meters)                     COMP
 HX2101  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 HX2101  ELLIP HEIGHT-         172.15  (meters)          (04/23/01) GPS OBS
 HX2101  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HX2101  DYNAMIC HT  -         204.606 (meters)     671.28  (feet)  COMP
 HX2101  MODELED GRAV-     979,909.0   (mgal)                       NAVD 88
 HX2101
 HX2101  HORZ ORDER  -  A
 HX2101  VERT ORDER  -  SECOND    CLASS 0
 HX2101  ELLP ORDER  -  FOURTH    CLASS I
 HX2101
 HX2101.The horizontal coordinates were established by GPS observations
 HX2101.and adjusted by the National Geodetic Survey in April 2001..
 HX2101
 HX2101.The orthometric height was determined by differential leveling
 HX2101.and adjusted by the National Geodetic Survey in June 1991..
 HX2101
 HX2101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX2101
 HX2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2101
 HX2101.The ellipsoidal height was determined by GPS observations
 HX2101.and is referenced to NAD 83.
 HX2101
 HX2101.The geoid height was determined by GEOID03.
 HX2101
 HX2101.The dynamic height is computed by dividing the NAVD 88
 HX2101.geopotential number by the normal gravity value computed on the
 HX2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2101.degrees latitude (g = 980.6199 gals.).
 HX2101
 HX2101.The modeled gravity was interpolated from observed gravity values.
 HX2101
 HX2101;                    North         East     Units Scale Factor Converg.
 HX2101;SPC WV S     -   126,193.620   526,787.226   MT  0.99992606   -0 30 58.6
 HX2101;UTM  17      - 4,221,015.255   426,809.488   MT  0.99966597   -0 30 56.6
 HX2101
 HX2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2101!SPC WV S     -   0.99997299  x   0.99992606  =   0.99989905
 HX2101!UTM  17      -   0.99997299  x   0.99966597  =   0.99963897
 HX2101
 HX2101                          SUPERSEDED SURVEY CONTROL
 HX2101
 HX2101  NGVD 29 (??/??/92)  204.969  (m)          672.47   (f) ADJ UNCH    2 0
 HX2101
 HX2101.Superseded values are not recommended for survey control.
 HX2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2101.See file dsdata.txt to determine how the superseded data were derived.
 HX2101
 HX2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2680921015(NAD 83)
 HX2101_MARKER: DB = BENCH MARK DISK
 HX2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2101_STAMPING: R 36 1935
 HX2101_MARK LOGO: CGS   
 HX2101_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2101+STABILITY: SURFACE MOTION
 HX2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2101+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 HX2101
 HX2101  HISTORY     - Date     Condition        Report By
 HX2101  HISTORY     - 1935     MONUMENTED       CGS
 HX2101  HISTORY     - 1973     GOOD             LOCENG
 HX2101  HISTORY     - 20000324 GOOD             WVALS
 HX2101  HISTORY     - 20051219 GOOD             INDIV
 HX2101
 HX2101                          STATION DESCRIPTION
 HX2101
 HX2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2101'1.9 MI S FROM JULIAN.
 HX2101'1.9 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2101'STATION AT JULIAN, BOONE COUNTY, AT LARY, 30 YARDS NORTHEAST OF
 HX2101'THE STATION SIGN, 24 YARDS WEST OF THE SOUTHWEST CORNER OF THE
 HX2101'FLOYD HOLESTIN RESIDENCE, 25 FEET EAST OF THE EAST RAIL, 21
 HX2101'FEET NORTHEAST OF A POLE, 18-1/2 FEET NORTH OF THE NORTHWEST
 HX2101'CORNER OF AN OLD STORE, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 HX2101'A STANDARD DISK, STAMPED R 36 1935 AND SET IN THE TOP OF A
 HX2101'CONCRETE POST.
 HX2101
 HX2101                          STATION RECOVERY (1973)
 HX2101
 HX2101'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2101'MARK IS WEST OF AND ACROSS LITTLE COAL RIVER FROM LORY CHURCH. THE
 HX2101'STORE DESCRIBED IN DESCRIPTION IS NO LONGER THERE. 50 FT NORTH OF OLD
 HX2101'ROAD X-ING RR.
 HX2101
 HX2101                          STATION RECOVERY (2000)
 HX2101
 HX2101'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (DWK)
 HX2101'THE STATION IS LOCATED ABOUT 29.9 KM (18.6 MI) SOUTHWEST OF
 HX2101'CHARLESTON, 5.9 KM (3.7 MI) NORTH OF DANVILLE AND ALONG THE CSX
 HX2101'RAILROAD.
 HX2101' 
 HX2101'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119 AND
 HX2101'STATE HIGHWAY 85 ON THE NORTH SIDE OF DANVILLE GO NORTH ON
 HX2101'HIGHWAY 119 FOR 5.8 KM (3.6 MI) TO HILL ROAD ON THE RIGHT.  TURN RIGHT
 HX2101'AND GO EASTERLY FOR 0.16 KM (0.1 MI) TO A RAILROAD CROSSING AND THE
 HX2101'STATION ACROSS THE TRACKS AND TO THE LEFT.
 HX2101' 
 HX2101'THE STATION IS 9.75 M (32 FT) NORTH OF APCO POWER POLE 424D2, 7.6 M
 HX2101'(25
 HX2101'FT) EAST OF THE EAST RAIL, 5.2 M (17 FT) NORTH OF A GAS METER AND 3.95
 HX2101'M (13 FT) WEST OF THE WEST EDGE OF A DRIVEWAY.
 HX2101' 
 HX2101' 
 HX2101'
 HX2101
 HX2101                          STATION RECOVERY (2005)
 HX2101
 HX2101'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JTR)
 HX2101'RECOVERED INTACT AS PER LASTEST PUBLISHED DECRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2128 ***********************************************************************
 HX2128  DESIGNATION -  R 37
 HX2128  PID         -  HX2128
 HX2128  STATE/COUNTY-  WV/KANAWHA
 HX2128  USGS QUAD   -  SAINT ALBANS (1976)
 HX2128
 HX2128                         *CURRENT SURVEY CONTROL
 HX2128  ___________________________________________________________________
 HX2128* NAD 83(1986)-  38 23 17.     (N)    081 49 58.     (W)     SCALED    
 HX2128* NAVD 88     -       181.844  (meters)     596.60   (feet)  ADJUSTED  
 HX2128  ___________________________________________________________________
 HX2128  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HX2128  DYNAMIC HT  -         181.718 (meters)     596.19  (feet)  COMP
 HX2128  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 HX2128
 HX2128  VERT ORDER  -  SECOND    CLASS 0
 HX2128
 HX2128.The horizontal coordinates were scaled from a topographic map and have
 HX2128.an estimated accuracy of +/- 6 seconds.
 HX2128
 HX2128.The orthometric height was determined by differential leveling
 HX2128.and adjusted by the National Geodetic Survey in June 1991..
 HX2128
 HX2128.The geoid height was determined by GEOID03.
 HX2128
 HX2128.The dynamic height is computed by dividing the NAVD 88
 HX2128.geopotential number by the normal gravity value computed on the
 HX2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2128.degrees latitude (g = 980.6199 gals.).
 HX2128
 HX2128.The modeled gravity was interpolated from observed gravity values.
 HX2128
 HX2128;                    North         East    Units  Estimated Accuracy
 HX2128;SPC WV S     -   154,390.      527,250.      MT  (+/- 180 meters Scaled)
 HX2128
 HX2128                          SUPERSEDED SURVEY CONTROL
 HX2128
 HX2128  NGVD 29 (??/??/92)  182.044  (m)          597.26   (f) ADJ UNCH    2 0
 HX2128
 HX2128.Superseded values are not recommended for survey control.
 HX2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2128.See file dsdata.txt to determine how the superseded data were derived.
 HX2128
 HX2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC272492(NAD 83)
 HX2128_MARKER: DB = BENCH MARK DISK
 HX2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2128_STAMPING: R 37 1935
 HX2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2128+STABILITY: SURFACE MOTION
 HX2128
 HX2128  HISTORY     - Date     Condition        Report By
 HX2128  HISTORY     - 1935     MONUMENTED       CGS
 HX2128  HISTORY     - 1976     GOOD             NGS
 HX2128
 HX2128                          STATION DESCRIPTION
 HX2128
 HX2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2128'AT ST ALBANS.
 HX2128'AT ST. ALBANS, KANAWHA COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 HX2128'23 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE STATION PLATFORM,
 HX2128'14 FEET SOUTH OF THE SOUTH RAIL, 49 FEET EAST OF THE EAST SIDEWALK
 HX2128'OF UNDERPASS 465.7, 52 FEET NORTH OF THE CENTER LINE OF FOURTH
 HX2128'AVENUE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED R 37
 HX2128'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HX2128
 HX2128                          STATION RECOVERY (1976)
 HX2128
 HX2128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0481 ***********************************************************************
 HY0481  DESIGNATION -  R 38
 HY0481  PID         -  HY0481
 HY0481  STATE/COUNTY-  WV/CABELL
 HY0481  USGS QUAD   -  BARBOURSVILLE (1985)
 HY0481
 HY0481                         *CURRENT SURVEY CONTROL
 HY0481  ___________________________________________________________________
 HY0481* NAD 83(1986)-  38 24 38.     (N)    082 16 53.     (W)     SCALED    
 HY0481* NAVD 88     -       175.087  (meters)     574.43   (feet)  ADJUSTED  
 HY0481  ___________________________________________________________________
 HY0481  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HY0481  DYNAMIC HT  -         174.968 (meters)     574.04  (feet)  COMP
 HY0481  MODELED GRAV-     979,948.5   (mgal)                       NAVD 88
 HY0481
 HY0481  VERT ORDER  -  SECOND    CLASS 0
 HY0481
 HY0481.The horizontal coordinates were scaled from a topographic map and have
 HY0481.an estimated accuracy of +/- 6 seconds.
 HY0481
 HY0481.The orthometric height was determined by differential leveling
 HY0481.and adjusted by the National Geodetic Survey in June 1991..
 HY0481
 HY0481.The geoid height was determined by GEOID03.
 HY0481
 HY0481.The dynamic height is computed by dividing the NAVD 88
 HY0481.geopotential number by the normal gravity value computed on the
 HY0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0481.degrees latitude (g = 980.6199 gals.).
 HY0481
 HY0481.The modeled gravity was interpolated from observed gravity values.
 HY0481
 HY0481;                    North         East    Units  Estimated Accuracy
 HY0481;SPC WV S     -   157,330.      488,090.      MT  (+/- 180 meters Scaled)
 HY0481
 HY0481                          SUPERSEDED SURVEY CONTROL
 HY0481
 HY0481  NGVD 29 (??/??/92)  175.266  (m)          575.02   (f) ADJ UNCH    2 0
 HY0481
 HY0481.Superseded values are not recommended for survey control.
 HY0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0481.See file dsdata.txt to determine how the superseded data were derived.
 HY0481
 HY0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC881521(NAD 83)
 HY0481_MARKER: DB = BENCH MARK DISK
 HY0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0481_SP_SET: OVERPASS
 HY0481_STAMPING: R 38 1935
 HY0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0481
 HY0481  HISTORY     - Date     Condition        Report By
 HY0481  HISTORY     - 1935     MONUMENTED       CGS
 HY0481
 HY0481                          STATION DESCRIPTION
 HY0481
 HY0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0481'0.4 MI E FROM BARBOURSVILLE.
 HY0481'0.4 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY0481'STATION AT BARBOURSVILLE, CABELL COUNTY, 20 YARDS SOUTHWEST OF
 HY0481'SIGNAL 494.1, 28 FEET SOUTH OF THE SOUTH RAIL, AT OVERPASS 494.1,
 HY0481'IN THE TOP OF THE SOUTH END OF THE EAST WING WALL, AND ABOUT 3
 HY0481'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED R 38 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2160 ***********************************************************************
 HX2160  DESIGNATION -  R 39
 HX2160  PID         -  HX2160
 HX2160  STATE/COUNTY-  WV/BOONE
 HX2160  USGS QUAD   -  RACINE (1976)
 HX2160
 HX2160                         *CURRENT SURVEY CONTROL
 HX2160  ___________________________________________________________________
 HX2160* NAD 83(1986)-  38 08 31.     (N)    081 39 40.     (W)     SCALED    
 HX2160* NAVD 88     -       210.571  (meters)     690.85   (feet)  ADJUSTED  
 HX2160  ___________________________________________________________________
 HX2160  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HX2160  DYNAMIC HT  -         210.418 (meters)     690.35  (feet)  COMP
 HX2160  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 HX2160
 HX2160  VERT ORDER  -  SECOND    CLASS 0
 HX2160
 HX2160.The horizontal coordinates were scaled from a topographic map and have
 HX2160.an estimated accuracy of +/- 6 seconds.
 HX2160
 HX2160.The orthometric height was determined by differential leveling
 HX2160.and adjusted by the National Geodetic Survey in June 1991..
 HX2160
 HX2160.The geoid height was determined by GEOID03.
 HX2160
 HX2160.The dynamic height is computed by dividing the NAVD 88
 HX2160.geopotential number by the normal gravity value computed on the
 HX2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2160.degrees latitude (g = 980.6199 gals.).
 HX2160
 HX2160.The modeled gravity was interpolated from observed gravity values.
 HX2160
 HX2160;                    North         East    Units  Estimated Accuracy
 HX2160;SPC WV S     -   126,950.      542,050.      MT  (+/- 180 meters Scaled)
 HX2160
 HX2160                          SUPERSEDED SURVEY CONTROL
 HX2160
 HX2160  NGVD 29 (??/??/92)  210.782  (m)          691.54   (f) ADJ UNCH    2 0
 HX2160
 HX2160.Superseded values are not recommended for survey control.
 HX2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2160.See file dsdata.txt to determine how the superseded data were derived.
 HX2160
 HX2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC420217(NAD 83)
 HX2160_MARKER: DB = BENCH MARK DISK
 HX2160_SETTING: 66 = SET IN ROCK OUTCROP
 HX2160_SP_SET: ROCK OUTCROP
 HX2160_STAMPING: R 39 1935
 HX2160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2160+STABILITY: POSITION/ELEVATION WELL
 HX2160
 HX2160  HISTORY     - Date     Condition        Report By
 HX2160  HISTORY     - 1935     MONUMENTED       CGS
 HX2160  HISTORY     - 1958     GOOD             NGS
 HX2160
 HX2160                          STATION DESCRIPTION
 HX2160
 HX2160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2160'0.1 MI S FROM RACINE.
 HX2160'ABOUT 0.1 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2160'FROM THE FLAG STATION AT RACINE, 90 YARDS EAST OF THE CROSSING
 HX2160'OF A ROAD LEADING NORTH ACROSS A BRIDGE OVER COAL RIVER, 19 1/2
 HX2160'FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ON THE INSIDE OF A
 HX2160'CURVE, 70 FEET NORTHEAST OF AND ACROSS A GRAVEL ROAD FROM POWER
 HX2160'LINE POLE AEP 49-7540 429 A 45, ALONG A FOOT PATH, 117
 HX2160'FEET FROM A STEEL WITNESS POST, IN THE TOP OF A FLAT MOSTLY
 HX2160'BURIED ROCK OUTCROP, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HX2160'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0580 ***********************************************************************
 HX0580  DESIGNATION -  R 4
 HX0580  PID         -  HX0580
 HX0580  STATE/COUNTY-  WV/GREENBRIER
 HX0580  USGS QUAD   -  DROOP (1995)
 HX0580
 HX0580                         *CURRENT SURVEY CONTROL
 HX0580  ___________________________________________________________________
 HX0580* NAD 83(1986)-  38 00 30.     (N)    080 18 54.     (W)     SCALED    
 HX0580* NAVD 88     -       575.330  (meters)    1887.56   (feet)  ADJUSTED  
 HX0580  ___________________________________________________________________
 HX0580  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HX0580  DYNAMIC HT  -         574.847 (meters)    1885.98  (feet)  COMP
 HX0580  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 HX0580
 HX0580  VERT ORDER  -  FIRST     CLASS II
 HX0580
 HX0580.The horizontal coordinates were scaled from a topographic map and have
 HX0580.an estimated accuracy of +/- 6 seconds.
 HX0580
 HX0580.The orthometric height was determined by differential leveling
 HX0580.and adjusted by the National Geodetic Survey in June 1991..
 HX0580.WARNING-Repeat measurements at this control monument indicate possible
 HX0580.vertical movement.
 HX0580
 HX0580.The geoid height was determined by GEOID03.
 HX0580
 HX0580.The dynamic height is computed by dividing the NAVD 88
 HX0580.geopotential number by the normal gravity value computed on the
 HX0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0580.degrees latitude (g = 980.6199 gals.).
 HX0580
 HX0580.The modeled gravity was interpolated from observed gravity values.
 HX0580
 HX0580;                    North         East    Units  Estimated Accuracy
 HX0580;SPC WV S     -   112,140.      660,150.      MT  (+/- 180 meters Scaled)
 HX0580
 HX0580                          SUPERSEDED SURVEY CONTROL
 HX0580
 HX0580  NGVD 29 (??/??/92)  575.450  (m)         1887.96   (f) ADJ UNCH    1 2
 HX0580
 HX0580.Superseded values are not recommended for survey control.
 HX0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0580.See file dsdata.txt to determine how the superseded data were derived.
 HX0580
 HX0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC601069(NAD 83)
 HX0580_MARKER: DB = BENCH MARK DISK
 HX0580_SETTING: 80 = SET IN A BOULDER
 HX0580_SP_SET: BOULDER
 HX0580_STAMPING: R 4 1933
 HX0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0580+STABILITY: SURFACE MOTION
 HX0580
 HX0580  HISTORY     - Date     Condition        Report By
 HX0580  HISTORY     - 1933     MONUMENTED       CGS
 HX0580  HISTORY     - 1962     GOOD             NGS
 HX0580  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0580  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0580
 HX0580                          STATION DESCRIPTION
 HX0580
 HX0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0580'2.8 MI NE FROM RENICK.
 HX0580'2.8 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX0580'STATION AT RENICK, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING
 HX0580'SOUTH AND EAST, SET ON TOP OF AN EMBEDDED BOULDER THAT IS ABOUT
 HX0580'5- BY 15-FOOT LONG, 2 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 HX0580'BOULDER, 7 RAILS SOUTHWEST OF A RAILROAD TRESTLE 27.7, 48 FEET
 HX0580'SOUTHEAST OF THE SOUTHEAST RAIL, 45 FEET SOUTH OF A TELEPHONE POLE,
 HX0580'AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 HX0580
 HX0580                          STATION RECOVERY (1983)
 HX0580
 HX0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0580'MARK NOT FOUND.
 HX0580
 HX0580                          STATION RECOVERY (1983)
 HX0580
 HX0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0886 ***********************************************************************
 JW0886  DESIGNATION -  R 4 USGS
 JW0886  PID         -  JW0886
 JW0886  STATE/COUNTY-  WV/MONONGALIA
 JW0886  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0886
 JW0886                         *CURRENT SURVEY CONTROL
 JW0886  ___________________________________________________________________
 JW0886* NAD 83(1986)-  39 37 41.     (N)    079 57 27.     (W)     SCALED    
 JW0886* NAVD 88     -       271.813  (meters)     891.77   (feet)  ADJUSTED  
 JW0886  ___________________________________________________________________
 JW0886  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JW0886  DYNAMIC HT  -         271.652 (meters)     891.24  (feet)  COMP
 JW0886  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 JW0886
 JW0886  VERT ORDER  -  FIRST     CLASS II
 JW0886
 JW0886.The horizontal coordinates were scaled from a topographic map and have
 JW0886.an estimated accuracy of +/- 6 seconds.
 JW0886
 JW0886.The orthometric height was determined by differential leveling
 JW0886.and adjusted by the National Geodetic Survey in June 1991..
 JW0886.WARNING-Repeat measurements at this control monument indicate possible
 JW0886.vertical movement.
 JW0886
 JW0886.The geoid height was determined by GEOID03.
 JW0886
 JW0886.The dynamic height is computed by dividing the NAVD 88
 JW0886.geopotential number by the normal gravity value computed on the
 JW0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0886.degrees latitude (g = 980.6199 gals.).
 JW0886
 JW0886.The modeled gravity was interpolated from observed gravity values.
 JW0886
 JW0886;                    North         East    Units  Estimated Accuracy
 JW0886;SPC WV N     -   125,330.      560,720.      MT  (+/- 180 meters Scaled)
 JW0886
 JW0886                          SUPERSEDED SURVEY CONTROL
 JW0886
 JW0886  NGVD 29 (??/??/92)  271.930  (m)          892.16   (f) ADJ UNCH    1 2
 JW0886
 JW0886.Superseded values are not recommended for survey control.
 JW0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0886.See file dsdata.txt to determine how the superseded data were derived.
 JW0886
 JW0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND894869(NAD 83)
 JW0886_MARKER: DD = SURVEY DISK
 JW0886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0886_SP_SET: STEP
 JW0886_STAMPING: R 4 892 1923
 JW0886_MARK LOGO: USGS  
 JW0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0886
 JW0886  HISTORY     - Date     Condition        Report By
 JW0886  HISTORY     - 1923     MONUMENTED       USGS
 JW0886  HISTORY     - 1935     GOOD             NGS
 JW0886  HISTORY     - 1983     GOOD             NGS
 JW0886  HISTORY     - 1989     GOOD             USPSQD
 JW0886
 JW0886                          STATION DESCRIPTION
 JW0886
 JW0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0886'AT MORGANTOWN.
 JW0886'AT MORGANTOWN, MONONGALIA COUNTY, AT THE EAST MAIN ENTRANCE TO
 JW0886'THE POST OFFICE BUILDING ON HIGH STREET, AND IN THE TOP OF THE
 JW0886'NORTH END OF THE SECOND STEP ABOVE THE LEVEL OF THE FIRST LANDING.
 JW0886'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED R 4 892
 JW0886'1923.
 JW0886
 JW0886                          STATION RECOVERY (1983)
 JW0886
 JW0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0886'RECOVERED IN GOOD CONDITION, THE POST OFFICE DESCRIBED IS NOW THE
 JW0886'MONONGALIA ART CENTER, ONE BLOCK NORTH OF THE PRESENT POST OFFICE.
 JW0886
 JW0886                          STATION RECOVERY (1989)
 JW0886
 JW0886'RECOVERY NOTE BY US POWER SQUADRON 1989 (BET)
 JW0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1056 ***********************************************************************
 GX1056  DESIGNATION -  R 40
 GX1056  PID         -  GX1056
 GX1056  STATE/COUNTY-  WV/RALEIGH
 GX1056  USGS QUAD   -  ARNETT (1989)
 GX1056
 GX1056                         *CURRENT SURVEY CONTROL
 GX1056  ___________________________________________________________________
 GX1056* NAD 83(1986)-  37 49 33.     (N)    081 24 46.     (W)     SCALED    
 GX1056* NAVD 88     -       519.107  (meters)    1703.10   (feet)  ADJUSTED  
 GX1056  ___________________________________________________________________
 GX1056  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX1056  DYNAMIC HT  -         518.701 (meters)    1701.77  (feet)  COMP
 GX1056  MODELED GRAV-     979,831.9   (mgal)                       NAVD 88
 GX1056
 GX1056  VERT ORDER  -  SECOND    CLASS 0
 GX1056
 GX1056.The horizontal coordinates were scaled from a topographic map and have
 GX1056.an estimated accuracy of +/- 6 seconds.
 GX1056
 GX1056.The orthometric height was determined by differential leveling
 GX1056.and adjusted by the National Geodetic Survey in June 1991..
 GX1056
 GX1056.The geoid height was determined by GEOID03.
 GX1056
 GX1056.The dynamic height is computed by dividing the NAVD 88
 GX1056.geopotential number by the normal gravity value computed on the
 GX1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1056.degrees latitude (g = 980.6199 gals.).
 GX1056
 GX1056.The modeled gravity was interpolated from observed gravity values.
 GX1056
 GX1056;                    North         East    Units  Estimated Accuracy
 GX1056;SPC WV S     -    91,740.      563,660.      MT  (+/- 180 meters Scaled)
 GX1056
 GX1056                          SUPERSEDED SURVEY CONTROL
 GX1056
 GX1056  NGVD 29 (??/??/92)  519.286  (m)         1703.69   (f) ADJ UNCH    2 0
 GX1056
 GX1056.Superseded values are not recommended for survey control.
 GX1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1056.See file dsdata.txt to determine how the superseded data were derived.
 GX1056
 GX1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB636865(NAD 83)
 GX1056_MARKER: DB = BENCH MARK DISK
 GX1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1056_STAMPING: R 40 1935
 GX1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1056+STABILITY: SURFACE MOTION
 GX1056
 GX1056  HISTORY     - Date     Condition        Report By
 GX1056  HISTORY     - 1935     MONUMENTED       CGS
 GX1056  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 GX1056
 GX1056                          STATION DESCRIPTION
 GX1056
 GX1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1056'1.3 MI SE FROM ARNETT.
 GX1056'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 GX1056'ARNETT, 50 YARDS WEST OF THE W.E. WILLIS RESIDENCE, 24 FEET SOUTH
 GX1056'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF A FENCE LINE,
 GX1056'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED R 40
 GX1056'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GX1056
 GX1056                          STATION RECOVERY (1973)
 GX1056
 GX1056'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1168 ***********************************************************************
 GX1168  DESIGNATION -  R 43
 GX1168  PID         -  GX1168
 GX1168  STATE/COUNTY-  WV/RALEIGH
 GX1168  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1168
 GX1168                         *CURRENT SURVEY CONTROL
 GX1168  ___________________________________________________________________
 GX1168* NAD 83(1986)-  37 43 10.     (N)    081 13 14.     (W)     SCALED    
 GX1168* NAVD 88     -       690.590  (meters)    2265.71   (feet)  ADJUSTED  
 GX1168  ___________________________________________________________________
 GX1168  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1168  DYNAMIC HT  -         690.011 (meters)    2263.81  (feet)  COMP
 GX1168  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GX1168
 GX1168  VERT ORDER  -  SECOND    CLASS 0
 GX1168
 GX1168.The horizontal coordinates were scaled from a topographic map and have
 GX1168.an estimated accuracy of +/- 6 seconds.
 GX1168
 GX1168.The orthometric height was determined by differential leveling
 GX1168.and adjusted by the National Geodetic Survey in June 1991..
 GX1168
 GX1168.The geoid height was determined by GEOID03.
 GX1168
 GX1168.The dynamic height is computed by dividing the NAVD 88
 GX1168.geopotential number by the normal gravity value computed on the
 GX1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1168.degrees latitude (g = 980.6199 gals.).
 GX1168
 GX1168.The modeled gravity was interpolated from observed gravity values.
 GX1168
 GX1168;                    North         East    Units  Estimated Accuracy
 GX1168;SPC WV S     -    79,870.      580,560.      MT  (+/- 180 meters Scaled)
 GX1168
 GX1168                          SUPERSEDED SURVEY CONTROL
 GX1168
 GX1168  NGVD 29 (??/??/92)  690.729  (m)         2266.17   (f) ADJ UNCH    2 0
 GX1168
 GX1168.Superseded values are not recommended for survey control.
 GX1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1168.See file dsdata.txt to determine how the superseded data were derived.
 GX1168
 GX1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB805747(NAD 83)
 GX1168_MARKER: DB = BENCH MARK DISK
 GX1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1168_STAMPING: R 43 1935
 GX1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1168+STABILITY: SURFACE MOTION
 GX1168
 GX1168  HISTORY     - Date     Condition        Report By
 GX1168  HISTORY     - 1935     MONUMENTED       CGS
 GX1168  HISTORY     - 1960     GOOD             NGS
 GX1168
 GX1168                          STATION DESCRIPTION
 GX1168
 GX1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1168'AT PEMBERTON.
 GX1168'AT PEMBERTON, ALONG THE VIRGINIAN RAILWAY, AT CROSSING OF THE
 GX1168'CHESAPEAKE AND OHIO RAILWAY, 19 FEET SOUTH OF SOUTH RAIL AT
 GX1168'CENTER OF CROSSING OF THE TRACKS, 73 FEET EAST-NORTHEAST OF SOUTH
 GX1168'END OF EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE 5.5, 67 FEET
 GX1168'SOUTHEAST AND ACROSS TRACK FROM SOUTHWEST CORNER OF STATION, 26
 GX1168'FEET NORTH OF NORTHEAST CORNER OF MISSIONARY BAPTIST CHURCH, 6 1/2
 GX1168'FEET WEST-SOUTHWEST OF A POWER POLE, ABOUT 3/4 FEET BELOW
 GX1168'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GX1168'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2190 ***********************************************************************
 GX2190  DESIGNATION -  R 44
 GX2190  PID         -  GX2190
 GX2190  STATE/COUNTY-  WV/WYOMING
 GX2190  USGS QUAD   -  MATHENY (1976)
 GX2190
 GX2190                         *CURRENT SURVEY CONTROL
 GX2190  ___________________________________________________________________
 GX2190* NAD 83(1986)-  37 40 07.     (N)    081 34 27.     (W)     SCALED    
 GX2190* NAVD 88     -       417.324  (meters)    1369.17   (feet)  ADJUSTED  
 GX2190  ___________________________________________________________________
 GX2190  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX2190  DYNAMIC HT  -         416.991 (meters)    1368.08  (feet)  COMP
 GX2190  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 GX2190
 GX2190  VERT ORDER  -  SECOND    CLASS 0
 GX2190
 GX2190.The horizontal coordinates were scaled from a topographic map and have
 GX2190.an estimated accuracy of +/- 6 seconds.
 GX2190
 GX2190.The orthometric height was determined by differential leveling
 GX2190.and adjusted by the National Geodetic Survey in June 1991..
 GX2190
 GX2190.The geoid height was determined by GEOID03.
 GX2190
 GX2190.The dynamic height is computed by dividing the NAVD 88
 GX2190.geopotential number by the normal gravity value computed on the
 GX2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2190.degrees latitude (g = 980.6199 gals.).
 GX2190
 GX2190.The modeled gravity was interpolated from observed gravity values.
 GX2190
 GX2190;                    North         East    Units  Estimated Accuracy
 GX2190;SPC WV S     -    74,370.      549,350.      MT  (+/- 180 meters Scaled)
 GX2190
 GX2190                          SUPERSEDED SURVEY CONTROL
 GX2190
 GX2190  NGVD 29 (??/??/92)  417.488  (m)         1369.71   (f) ADJ UNCH    2 0
 GX2190
 GX2190.Superseded values are not recommended for survey control.
 GX2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2190.See file dsdata.txt to determine how the superseded data were derived.
 GX2190
 GX2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB493692(NAD 83)
 GX2190_MARKER: DB = BENCH MARK DISK
 GX2190_SETTING: 0 = UNSPECIFIED SETTING
 GX2190_STAMPING: R 44 1935
 GX2190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2190
 GX2190  HISTORY     - Date     Condition        Report By
 GX2190  HISTORY     - 1935     MONUMENTED       CGS
 GX2190  HISTORY     - 1958     GOOD             NGS
 GX2190  HISTORY     - 1963     GOOD             AEROS
 GX2190
 GX2190                          STATION DESCRIPTION
 GX2190
 GX2190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2190'AT JESSE.
 GX2190'AT JESSE, 0.2 MILE SOUTHEAST ALONG THE GLEN DANIEL ROAD FROM
 GX2190'THE JUNCTION OF STATE HIGHWAY 10, AT THE JESSE SCHOOL, IN THE
 GX2190'EAST CORNER OF THE SCHOOL YARD, 37 1/2 FEET SOUTHWEST OF THE
 GX2190'CENTER LINE OF THE ROAD, 11 1/2 FEET EAST OF THE EAST CORNER
 GX2190'OF THE SCHOOL, 87 FEET SOUTHEAST OF THE EAST CORNER OF THE
 GX2190'GUYANDOT BAPTIST CHURCH, 13 FEET SOUTHWEST OF A FENCE CORNER,
 GX2190'3 FEET NORTHWEST OF A FENCE LINE, AND ABOUT 4 FEET BELOW THE
 GX2190'LEVEL OF THE ROAD.
 GX2190
 GX2190                          STATION RECOVERY (1963)
 GX2190
 GX2190'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2224 ***********************************************************************
 GX2224  DESIGNATION -  R 45
 GX2224  PID         -  GX2224
 GX2224  STATE/COUNTY-  WV/LOGAN
 GX2224  USGS QUAD   -  LOGAN (1989)
 GX2224
 GX2224                         *CURRENT SURVEY CONTROL
 GX2224  ___________________________________________________________________
 GX2224* NAD 83(1986)-  37 48 32.     (N)    081 55 53.     (W)     SCALED    
 GX2224* NAVD 88     -       225.506  (meters)     739.85   (feet)  ADJUSTED  
 GX2224  ___________________________________________________________________
 GX2224  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GX2224  DYNAMIC HT  -         225.340 (meters)     739.30  (feet)  COMP
 GX2224  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 GX2224
 GX2224  VERT ORDER  -  SECOND    CLASS 0
 GX2224
 GX2224.The horizontal coordinates were scaled from a topographic map and have
 GX2224.an estimated accuracy of +/- 6 seconds.
 GX2224
 GX2224.The orthometric height was determined by differential leveling
 GX2224.and adjusted by the National Geodetic Survey in June 1991..
 GX2224
 GX2224.The geoid height was determined by GEOID03.
 GX2224
 GX2224.The dynamic height is computed by dividing the NAVD 88
 GX2224.geopotential number by the normal gravity value computed on the
 GX2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2224.degrees latitude (g = 980.6199 gals.).
 GX2224
 GX2224.The modeled gravity was interpolated from observed gravity values.
 GX2224
 GX2224;                    North         East    Units  Estimated Accuracy
 GX2224;SPC WV S     -    90,190.      517,990.      MT  (+/- 180 meters Scaled)
 GX2224
 GX2224                          SUPERSEDED SURVEY CONTROL
 GX2224
 GX2224  NGVD 29 (??/??/92)  225.723  (m)          740.56   (f) ADJ UNCH    2 0
 GX2224
 GX2224.Superseded values are not recommended for survey control.
 GX2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2224.See file dsdata.txt to determine how the superseded data were derived.
 GX2224
 GX2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB180850(NAD 83)
 GX2224_MARKER: DB = BENCH MARK DISK
 GX2224_SETTING: 66 = SET IN ROCK OUTCROP
 GX2224_SP_SET: ROCK LEDGE
 GX2224_STAMPING: R 45 1935
 GX2224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2224+STABILITY: POSITION/ELEVATION WELL
 GX2224
 GX2224  HISTORY     - Date     Condition        Report By
 GX2224  HISTORY     - 1935     MONUMENTED       CGS
 GX2224
 GX2224                          STATION DESCRIPTION
 GX2224
 GX2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2224'0.5 MI N FROM LYBURN.
 GX2224'0.5 MILE NORTH ALONG STATE HIGHWAY 10 FROM THE TOWN LIMITS OF
 GX2224'LYBURN, LOGAN COUNTY, 0.6 MILE SOUTHEAST OF RUM JUNCTION,
 GX2224'0.3 MILE SOUTHEAST OF THE CROSSING OF THE CHESAPEAKE AND OHIO
 GX2224'RAILWAY, 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 9 FEET
 GX2224'NORTH OF A CULVERT, IN THE FOOT OF A ROCK LEDGE, AND ABOUT
 GX2224'6 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GX2224'R 45 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0053 ***********************************************************************
 GY0053  DESIGNATION -  R 46
 GY0053  PID         -  GY0053
 GY0053  STATE/COUNTY-  WV/MINGO
 GY0053  USGS QUAD   -  NAUGATUCK (1975)
 GY0053
 GY0053                         *CURRENT SURVEY CONTROL
 GY0053  ___________________________________________________________________
 GY0053* NAD 83(1986)-  37 47 24.     (N)    082 20 58.     (W)     SCALED    
 GY0053* NAVD 88     -       194.360  (meters)     637.66   (feet)  ADJUSTED  
 GY0053  ___________________________________________________________________
 GY0053  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GY0053  DYNAMIC HT  -         194.218 (meters)     637.20  (feet)  COMP
 GY0053  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 GY0053
 GY0053  VERT ORDER  -  SECOND    CLASS 0
 GY0053
 GY0053.The horizontal coordinates were scaled from a topographic map and have
 GY0053.an estimated accuracy of +/- 6 seconds.
 GY0053
 GY0053.The orthometric height was determined by differential leveling
 GY0053.and adjusted by the National Geodetic Survey in June 1991..
 GY0053
 GY0053.The geoid height was determined by GEOID03.
 GY0053
 GY0053.The dynamic height is computed by dividing the NAVD 88
 GY0053.geopotential number by the normal gravity value computed on the
 GY0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0053.degrees latitude (g = 980.6199 gals.).
 GY0053
 GY0053.The modeled gravity was interpolated from observed gravity values.
 GY0053
 GY0053;                    North         East    Units  Estimated Accuracy
 GY0053;SPC WV S     -    88,550.      481,150.      MT  (+/- 180 meters Scaled)
 GY0053
 GY0053                          SUPERSEDED SURVEY CONTROL
 GY0053
 GY0053  NGVD 29 (??/??/92)  194.582  (m)          638.39   (f) ADJ UNCH    2 0
 GY0053
 GY0053.Superseded values are not recommended for survey control.
 GY0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0053.See file dsdata.txt to determine how the superseded data were derived.
 GY0053
 GY0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB811833(NAD 83)
 GY0053_MARKER: DB = BENCH MARK DISK
 GY0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0053_SP_SET: ABUTMENT
 GY0053_STAMPING: R 46 1935
 GY0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0053
 GY0053  HISTORY     - Date     Condition        Report By
 GY0053  HISTORY     - 1935     MONUMENTED       CGS
 GY0053  HISTORY     - 1957     GOOD             NGS
 GY0053
 GY0053                          STATION DESCRIPTION
 GY0053
 GY0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0053'AT NAUGATUCK.
 GY0053'AT NAUGATUCK, ALONG THE NORFOLK AND WESTERN RAILWAY, IN THE TOP
 GY0053'OF EAST END OF SOUTH ABUTMENT OF RAILROAD BRIDGE NO. 934 OVER PIGEON
 GY0053'CREEK, 11 3/4 FEET EAST OF EAST RAIL AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0136 ***********************************************************************
 GY0136  DESIGNATION -  R 47
 GY0136  PID         -  GY0136
 GY0136  STATE/COUNTY-  WV/MINGO
 GY0136  USGS QUAD   -  MAJESTIC (1977)
 GY0136
 GY0136                         *CURRENT SURVEY CONTROL
 GY0136  ___________________________________________________________________
 GY0136* NAD 83(1986)-  37 32 47.     (N)    082 03 53.     (W)     SCALED    
 GY0136* NAVD 88     -       231.096  (meters)     758.19   (feet)  ADJUSTED  
 GY0136  ___________________________________________________________________
 GY0136  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GY0136  DYNAMIC HT  -         230.918 (meters)     757.60  (feet)  COMP
 GY0136  MODELED GRAV-     979,853.4   (mgal)                       NAVD 88
 GY0136
 GY0136  VERT ORDER  -  SECOND    CLASS 0
 GY0136
 GY0136.The horizontal coordinates were scaled from a topographic map and have
 GY0136.an estimated accuracy of +/- 6 seconds.
 GY0136
 GY0136.The orthometric height was determined by differential leveling
 GY0136.and adjusted by the National Geodetic Survey in June 1991..
 GY0136
 GY0136.The geoid height was determined by GEOID03.
 GY0136
 GY0136.The dynamic height is computed by dividing the NAVD 88
 GY0136.geopotential number by the normal gravity value computed on the
 GY0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0136.degrees latitude (g = 980.6199 gals.).
 GY0136
 GY0136.The modeled gravity was interpolated from observed gravity values.
 GY0136
 GY0136;                    North         East    Units  Estimated Accuracy
 GY0136;SPC WV S     -    61,180.      505,910.      MT  (+/- 180 meters Scaled)
 GY0136
 GY0136                          SUPERSEDED SURVEY CONTROL
 GY0136
 GY0136  NGVD 29 (??/??/92)  231.308  (m)          758.88   (f) ADJ UNCH    2 0
 GY0136
 GY0136.Superseded values are not recommended for survey control.
 GY0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0136.See file dsdata.txt to determine how the superseded data were derived.
 GY0136
 GY0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB059560(NAD 83)
 GY0136_MARKER: DB = BENCH MARK DISK
 GY0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0136_SP_SET: ABUTMENT
 GY0136_STAMPING: R 47 1935
 GY0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0136
 GY0136  HISTORY     - Date     Condition        Report By
 GY0136  HISTORY     - 1935     MONUMENTED       CGS
 GY0136  HISTORY     - 1957     GOOD             NGS
 GY0136
 GY0136                          STATION DESCRIPTION
 GY0136
 GY0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0136'0.6 MI NW FROM DEVON.
 GY0136'ABOUT 0.6 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0136'FROM THE STATION AT DEVON, IN THE TOP OF THE SOUTHWEST END OF
 GY0136'THE SOUTHEAST ABUTMENT OF RAILWAY BRIDGE NO. 924 OVER BEECH
 GY0136'CREEK AND BEECH CREEK ROAD, 6 FEET SOUTHWEST OF SOUTHWEST RAIL,
 GY0136'1/2 FOOT NORTHEAST OF SOUTHWEST END OF ABUTMENT,  ABOUT LEVEL
 GY0136'WITH TRACK AND IS UNDER THE THIRD BOARD FROM THE SOUTHEAST END
 GY0136'OF A BOARD WALK ALONG BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1612 ***********************************************************************
 GX1612  DESIGNATION -  R 48
 GX1612  PID         -  GX1612
 GX1612  STATE/COUNTY-  WV/MCDOWELL
 GX1612  USGS QUAD   -  IAEGER (1976)
 GX1612
 GX1612                         *CURRENT SURVEY CONTROL
 GX1612  ___________________________________________________________________
 GX1612* NAD 83(1986)-  37 28 34.     (N)    081 46 35.     (W)     SCALED    
 GX1612* NAVD 88     -       303.234  (meters)     994.86   (feet)  ADJUSTED  
 GX1612  ___________________________________________________________________
 GX1612  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GX1612  DYNAMIC HT  -         302.992 (meters)     994.07  (feet)  COMP
 GX1612  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 GX1612
 GX1612  VERT ORDER  -  SECOND    CLASS 0
 GX1612
 GX1612.The horizontal coordinates were scaled from a topographic map and have
 GX1612.an estimated accuracy of +/- 6 seconds.
 GX1612
 GX1612.The orthometric height was determined by differential leveling
 GX1612.and adjusted by the National Geodetic Survey in June 1991..
 GX1612
 GX1612.The geoid height was determined by GEOID03.
 GX1612
 GX1612.The dynamic height is computed by dividing the NAVD 88
 GX1612.geopotential number by the normal gravity value computed on the
 GX1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1612.degrees latitude (g = 980.6199 gals.).
 GX1612
 GX1612.The modeled gravity was interpolated from observed gravity values.
 GX1612
 GX1612;                    North         East    Units  Estimated Accuracy
 GX1612;SPC WV S     -    53,130.      531,330.      MT  (+/- 180 meters Scaled)
 GX1612
 GX1612                          SUPERSEDED SURVEY CONTROL
 GX1612
 GX1612  NGVD 29 (??/??/92)  303.428  (m)          995.50   (f) ADJ UNCH    2 0
 GX1612
 GX1612.Superseded values are not recommended for survey control.
 GX1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1612.See file dsdata.txt to determine how the superseded data were derived.
 GX1612
 GX1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB313479(NAD 83)
 GX1612_MARKER: DB = BENCH MARK DISK
 GX1612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1612_SP_SET: BRIDGE
 GX1612_STAMPING: R 48 1935
 GX1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1612
 GX1612  HISTORY     - Date     Condition        Report By
 GX1612  HISTORY     - 1935     MONUMENTED       CGS
 GX1612
 GX1612                          STATION DESCRIPTION
 GX1612
 GX1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1612'1.9 MI NW FROM WILMORE.
 GX1612'1.9 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1612'THE STATION AT WILMORE, MCDOWELL COUNTY, 0.3 MILE SOUTHEAST
 GX1612'OF MILEPOST N 420, 80 YARDS EAST OF THE SANDY HUFF FLAG STOP,
 GX1612'AT BRIDGE 910, AT THE NORTHWEST ABUTMENT, IN THE TOP OF SECOND
 GX1612'BRIDGE-SEAT STONE FROM THE TOP, 11.2 FEET NORTHEAST OF THE
 GX1612'NORTHEAST RAIL, AND ABOUT 8 FEET BELOW THE LEVEL OF THE RAIL.
 GX1612'A STANDARD DISK, STAMPED R 48 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1290 ***********************************************************************
 GX1290  DESIGNATION -  R 49 RESET 1973
 GX1290  PID         -  GX1290
 GX1290  STATE/COUNTY-  WV/MCDOWELL
 GX1290  USGS QUAD   -  KEYSTONE (1976)
 GX1290
 GX1290                         *CURRENT SURVEY CONTROL
 GX1290  ___________________________________________________________________
 GX1290* NAD 83(1986)-  37 24 54.     (N)    081 26 02.     (W)     SCALED    
 GX1290* NAVD 88     -       519.68   (+/-2cm)    1705.0    (feet)  VERTCON   
 GX1290  ___________________________________________________________________
 GX1290  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GX1290
 GX1290  VERT ORDER  -  THIRD (See Below)
 GX1290
 GX1290.The horizontal coordinates were scaled from a topographic map and have
 GX1290.an estimated accuracy of +/- 6 seconds.
 GX1290
 GX1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX1290.The vertical order pertains to the NGVD 29 superseded value.
 GX1290
 GX1290.The geoid height was determined by GEOID03.
 GX1290
 GX1290;                    North         East    Units  Estimated Accuracy
 GX1290;SPC WV S     -    46,150.      561,590.      MT  (+/- 180 meters Scaled)
 GX1290
 GX1290                          SUPERSEDED SURVEY CONTROL
 GX1290
 GX1290  NGVD 29 (09/25/03)  519.82   (m)         1705.4    (f) RESET       3  
 GX1290
 GX1290.Superseded values are not recommended for survey control.
 GX1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1290.See file dsdata.txt to determine how the superseded data were derived.
 GX1290
 GX1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB616410(NAD 83)
 GX1290_MARKER: DB = BENCH MARK DISK
 GX1290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1290_SP_SET: SIDEWALK
 GX1290_STAMPING: R 49 RESET 1973
 GX1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1290
 GX1290  HISTORY     - Date     Condition        Report By
 GX1290  HISTORY     - 1973     MONUMENTED       NGS
 GX1290
 GX1290                          STATION DESCRIPTION
 GX1290
 GX1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GX1290'IN NORTH FORK.
 GX1290'THE MARK IS LOCATED IN THE SIDE WALK ON THE SOUTHWEST CORNER OF
 GX1290'THE POST OFFICE IN NORTH FORK.  IT IS CEMENTED IN A DRILL HOLE
 GX1290'IN THE WEST EDGE OF THE SIDE WALK, 30 YARDS SOUTH OF THE SOUTH
 GX1290'RAIL OF A RAILROAD TRACK, 2.5 FEET SOUTHWEST OF THE SOUTHWEST
 GX1290'CORNER OF THE POST OFFICE, 1.3 FEET SOUTH OF THE FLAGPOLE FOR THE
 GX1290'POST OFFICE AND 1.3 FEET EAST OF THE WEST EDGE OF THE SIDE WALK.
 GX1290'IT IS ABOUT 2 FEET HIGHER THAN THE RAILROAD TRACKS.  BENCH MARK
 GX1290'R 49 WAS DESTROYED AFTER RELEVELING TO R 49 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2278 ***********************************************************************
 HX2278  DESIGNATION -  R 5
 HX2278  PID         -  HX2278
 HX2278  STATE/COUNTY-  WV/PUTNAM
 HX2278  USGS QUAD   -  WINFIELD (1989)
 HX2278
 HX2278                         *CURRENT SURVEY CONTROL
 HX2278  ___________________________________________________________________
 HX2278* NAD 83(1986)-  38 32 19.     (N)    081 53 47.     (W)     SCALED    
 HX2278* NAVD 88     -       176.298  (meters)     578.40   (feet)  ADJUSTED  
 HX2278  ___________________________________________________________________
 HX2278  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HX2278  DYNAMIC HT  -         176.179 (meters)     578.01  (feet)  COMP
 HX2278  MODELED GRAV-     979,952.6   (mgal)                       NAVD 88
 HX2278
 HX2278  VERT ORDER  -  FIRST     CLASS II
 HX2278
 HX2278.The horizontal coordinates were scaled from a topographic map and have
 HX2278.an estimated accuracy of +/- 6 seconds.
 HX2278
 HX2278.The orthometric height was determined by differential leveling
 HX2278.and adjusted by the National Geodetic Survey in June 1991..
 HX2278
 HX2278.The geoid height was determined by GEOID03.
 HX2278
 HX2278.The dynamic height is computed by dividing the NAVD 88
 HX2278.geopotential number by the normal gravity value computed on the
 HX2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2278.degrees latitude (g = 980.6199 gals.).
 HX2278
 HX2278.The modeled gravity was interpolated from observed gravity values.
 HX2278
 HX2278;                    North         East    Units  Estimated Accuracy
 HX2278;SPC WV S     -   171,150.      521,850.      MT  (+/- 180 meters Scaled)
 HX2278
 HX2278                          SUPERSEDED SURVEY CONTROL
 HX2278
 HX2278  NGVD 29 (??/??/92)  176.498  (m)          579.06   (f) ADJ UNCH    1 2
 HX2278
 HX2278.Superseded values are not recommended for survey control.
 HX2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2278.See file dsdata.txt to determine how the superseded data were derived.
 HX2278
 HX2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC218659(NAD 83)
 HX2278_MARKER: DB = BENCH MARK DISK
 HX2278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2278_SP_SET: ENTRANCE WALL
 HX2278_STAMPING: R 5 1933
 HX2278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2278
 HX2278  HISTORY     - Date     Condition        Report By
 HX2278  HISTORY     - 1933     MONUMENTED       CGS
 HX2278  HISTORY     - 1956     GOOD             NGS
 HX2278  HISTORY     - 1976     GOOD             NGS
 HX2278
 HX2278                          STATION DESCRIPTION
 HX2278
 HX2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2278'AT RED HOUSE.
 HX2278'AT RED HOUSE, ALONG THE NEW YORK CENTRAL RAILROAD, ABOUT 93
 HX2278'YARDS SOUTHWEST OF SOUTH CORNER OF THE STATION, SET IN THE TOP
 HX2278'OF THE SOUTHEAST CONCRETE WALL OF THE NORTHEAST ONE OF TWO
 HX2278'BASEMENT ENTRANCES ON THE SOUTHWEST SIDE OF A TWO-STORY FRAME
 HX2278'BUILDING, 44 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, 76
 HX2278'FEET EAST-NORTHEAST OF NORTH CORNER OF POST OFFICE, 105 FEET
 HX2278'EAST-NORTHEAST OF EAST CORNER OF RAILROAD OVERPASS OVER ROAD
 HX2278'LEADING TO WINFIELD FERRY, 13 FEET SOUTHEAST OF WEST CORNER OF
 HX2278'FRAME BUILDING, 1/2 FOOT SOUTHWEST OF SOUTHWEST FACE OF
 HX2278'BUILDING AND ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK.
 HX2278
 HX2278                          STATION RECOVERY (1976)
 HX2278
 HX2278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0888 ***********************************************************************
 JW0888  DESIGNATION -  R 5 USGS RESET 1969
 JW0888  PID         -  JW0888
 JW0888  STATE/COUNTY-  WV/MONONGALIA
 JW0888  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0888
 JW0888                         *CURRENT SURVEY CONTROL
 JW0888  ___________________________________________________________________
 JW0888* NAD 83(1986)-  39 38 04.     (N)    079 57 17.     (W)     SCALED    
 JW0888* NAVD 88     -       288.555  (meters)     946.70   (feet)  ADJUSTED  
 JW0888  ___________________________________________________________________
 JW0888  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JW0888  DYNAMIC HT  -         288.384 (meters)     946.14  (feet)  COMP
 JW0888  MODELED GRAV-     980,026.2   (mgal)                       NAVD 88
 JW0888
 JW0888  VERT ORDER  -  FIRST     CLASS II
 JW0888
 JW0888.The horizontal coordinates were scaled from a topographic map and have
 JW0888.an estimated accuracy of +/- 6 seconds.
 JW0888
 JW0888.The orthometric height was determined by differential leveling
 JW0888.and adjusted by the National Geodetic Survey in June 1991..
 JW0888
 JW0888.The geoid height was determined by GEOID03.
 JW0888
 JW0888.The dynamic height is computed by dividing the NAVD 88
 JW0888.geopotential number by the normal gravity value computed on the
 JW0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0888.degrees latitude (g = 980.6199 gals.).
 JW0888
 JW0888.The modeled gravity was interpolated from observed gravity values.
 JW0888
 JW0888;                    North         East    Units  Estimated Accuracy
 JW0888;SPC WV N     -   126,040.      560,970.      MT  (+/- 180 meters Scaled)
 JW0888
 JW0888                          SUPERSEDED SURVEY CONTROL
 JW0888
 JW0888.No superseded survey control is available for this station.
 JW0888
 JW0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND896877(NAD 83)
 JW0888_MARKER: DD = SURVEY DISK
 JW0888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0888_SP_SET: STEP
 JW0888_STAMPING: R 5 USGS RESET 1969
 JW0888_MARK LOGO: CGS   
 JW0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0888
 JW0888  HISTORY     - Date     Condition        Report By
 JW0888  HISTORY     - 1969     MONUMENTED       WVUNI
 JW0888  HISTORY     - 1983     GOOD             NGS
 JW0888  HISTORY     - 1989     GOOD             USPSQD
 JW0888
 JW0888                          STATION DESCRIPTION
 JW0888
 JW0888'DESCRIBED BY WEST VIRGINIA UNIVERSITY 1969
 JW0888'AT MORGANTOWN.
 JW0888'AT MORGANTOWN, ON UNIVERSITY AVENUE, SET IN THE TOP STEP OF THE
 JW0888'WALK LEADING TO THE MAIN ENTRANCE TO THE ADMINISTRATION BUILDING
 JW0888'OF WEST VIRGINIA UNIVERSITY, ABOUT 31 FEET SOUTHEAST OF THE
 JW0888'SOUTHEAST CURB LINE OF UNIVERSITY AVENUE, ABOUT 8 FEET NORTHEAST
 JW0888'OF THE CENTER LINE OF THE STAIRWAY AND ABOUT LEVEL WITH THE WALK.
 JW0888
 JW0888                          STATION RECOVERY (1983)
 JW0888
 JW0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0888'RECOVERED IN GOOD CONDITION.
 JW0888
 JW0888                          STATION RECOVERY (1989)
 JW0888
 JW0888'RECOVERY NOTE BY US POWER SQUADRON 1989 (BET)
 JW0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0492 ***********************************************************************
 HY0492  DESIGNATION -  R 50
 HY0492  PID         -  HY0492
 HY0492  STATE/COUNTY-  WV/LOGAN
 HY0492  USGS QUAD   -  BIG CREEK (1962)
 HY0492
 HY0492                         *CURRENT SURVEY CONTROL
 HY0492  ___________________________________________________________________
 HY0492* NAD 83(1986)-  38 00 12.     (N)    082 02 27.     (W)     SCALED    
 HY0492* NAVD 88     -       193.238  (meters)     633.98   (feet)  ADJUSTED  
 HY0492  ___________________________________________________________________
 HY0492  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HY0492  DYNAMIC HT  -         193.097 (meters)     633.52  (feet)  COMP
 HY0492  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 HY0492
 HY0492  VERT ORDER  -  SECOND    CLASS 0
 HY0492
 HY0492.The horizontal coordinates were scaled from a topographic map and have
 HY0492.an estimated accuracy of +/- 6 seconds.
 HY0492
 HY0492.The orthometric height was determined by differential leveling
 HY0492.and adjusted by the National Geodetic Survey in June 1991..
 HY0492
 HY0492.The geoid height was determined by GEOID03.
 HY0492
 HY0492.The dynamic height is computed by dividing the NAVD 88
 HY0492.geopotential number by the normal gravity value computed on the
 HY0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0492.degrees latitude (g = 980.6199 gals.).
 HY0492
 HY0492.The modeled gravity was interpolated from observed gravity values.
 HY0492
 HY0492;                    North         East    Units  Estimated Accuracy
 HY0492;SPC WV S     -   111,870.      508,590.      MT  (+/- 180 meters Scaled)
 HY0492
 HY0492                          SUPERSEDED SURVEY CONTROL
 HY0492
 HY0492  NGVD 29 (??/??/92)  193.452  (m)          634.68   (f) ADJ UNCH    2 0
 HY0492
 HY0492.Superseded values are not recommended for survey control.
 HY0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0492.See file dsdata.txt to determine how the superseded data were derived.
 HY0492
 HY0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC086066(NAD 83)
 HY0492_MARKER: DB = BENCH MARK DISK
 HY0492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0492_SP_SET: WATER SPOUT CONCRETE BASE
 HY0492_STAMPING: R 50 1935
 HY0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0492
 HY0492  HISTORY     - Date     Condition        Report By
 HY0492  HISTORY     - 1935     MONUMENTED       CGS
 HY0492  HISTORY     - 1957     GOOD             NGS
 HY0492
 HY0492                          STATION DESCRIPTION
 HY0492
 HY0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0492'AT BIG CREEK.
 HY0492'AT BIG CREEK, ABOUT 117 YARDS NORTH ALONG THE CHESAPEAKE AND
 HY0492'OHIO RAILWAY FROM THE STATION, ABOUT 0.1 MILE SOUTH OF MILE POST
 HY0492'50, IN THE TOP OF NORTHWEST CORNER OF CONCRETE BASE OF A RAILWAY
 HY0492'WATER SPOUT, 4 FEET EAST OF EAST RAIL, 4 FEET SOUTH OF SOUTH END
 HY0492'OF BRIDGE NO. 501 OVER BIG CREEK AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0531 ***********************************************************************
 HY0531  DESIGNATION -  R 51
 HY0531  PID         -  HY0531
 HY0531  STATE/COUNTY-  WV/CABELL
 HY0531  USGS QUAD   -  WINSLOW (1989)
 HY0531
 HY0531                         *CURRENT SURVEY CONTROL
 HY0531  ___________________________________________________________________
 HY0531* NAD 83(1986)-  38 22 04.     (N)    082 16 46.     (W)     SCALED    
 HY0531* NAVD 88     -       173.581  (meters)     569.49   (feet)  ADJUSTED  
 HY0531  ___________________________________________________________________
 HY0531  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HY0531  DYNAMIC HT  -         173.462 (meters)     569.10  (feet)  COMP
 HY0531  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 HY0531
 HY0531  VERT ORDER  -  SECOND    CLASS 0
 HY0531
 HY0531.The horizontal coordinates were scaled from a topographic map and have
 HY0531.an estimated accuracy of +/- 6 seconds.
 HY0531
 HY0531.The orthometric height was determined by differential leveling
 HY0531.and adjusted by the National Geodetic Survey in June 1991..
 HY0531
 HY0531.The geoid height was determined by GEOID03.
 HY0531
 HY0531.The dynamic height is computed by dividing the NAVD 88
 HY0531.geopotential number by the normal gravity value computed on the
 HY0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0531.degrees latitude (g = 980.6199 gals.).
 HY0531
 HY0531.The modeled gravity was interpolated from observed gravity values.
 HY0531
 HY0531;                    North         East    Units  Estimated Accuracy
 HY0531;SPC WV S     -   152,580.      488,200.      MT  (+/- 180 meters Scaled)
 HY0531
 HY0531                          SUPERSEDED SURVEY CONTROL
 HY0531
 HY0531  NGVD 29 (??/??/92)  173.769  (m)          570.11   (f) ADJ UNCH    2 0
 HY0531
 HY0531.Superseded values are not recommended for survey control.
 HY0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0531.See file dsdata.txt to determine how the superseded data were derived.
 HY0531
 HY0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC882473(NAD 83)
 HY0531_MARKER: DB = BENCH MARK DISK
 HY0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0531_STAMPING: R 51 1935
 HY0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0531+STABILITY: SURFACE MOTION
 HY0531
 HY0531  HISTORY     - Date     Condition        Report By
 HY0531  HISTORY     - 1935     MONUMENTED       CGS
 HY0531  HISTORY     - 1956     MARK NOT FOUND   NGS
 HY0531
 HY0531                          STATION DESCRIPTION
 HY0531
 HY0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0531'6 MI S FROM BARBOURSVILLE.
 HY0531'6.0 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY0531'STATION AT BARBOURSVILLE, CABELL COUNTY, ABOUT 3/4 MILE SOUTH
 HY0531'OF MARTHA, 145 YARDS SOUTH OF MILEPOST B 6, 25 YARDS NORTHWEST
 HY0531'OF A ROAD CROSSING, 21 YARDS WEST OF THE WEST RAIL, 16 FEET
 HY0531'NORTH OF THE CENTERLINE OF A LANE, 9-1/2 FEET EAST OF A FENCE
 HY0531'LINE, 4 FEET SOUTH OF A TELEPHONE POLE, AND LEVEL WITH THE
 HY0531'TRACK.  A STANDARD DISK, STAMPED R 51 1935 AND SET IN THE TOP
 HY0531'OF A CONCRETE POST.
 HY0531
 HY0531                          STATION RECOVERY (1956)
 HY0531
 HY0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HY0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0266 ***********************************************************************
 GY0266  DESIGNATION -  R 52
 GY0266  PID         -  GY0266
 GY0266  STATE/COUNTY-  WV/MINGO
 GY0266  USGS QUAD   -  DELBARTON (1976)
 GY0266
 GY0266                         *CURRENT SURVEY CONTROL
 GY0266  ___________________________________________________________________
 GY0266* NAD 83(1986)-  37 40 32.     (N)    082 10 22.     (W)     SCALED    
 GY0266* NAVD 88     -       251.052  (meters)     823.66   (feet)  ADJUSTED  
 GY0266  ___________________________________________________________________
 GY0266  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GY0266  DYNAMIC HT  -         250.866 (meters)     823.05  (feet)  COMP
 GY0266  MODELED GRAV-     979,882.7   (mgal)                       NAVD 88
 GY0266
 GY0266  VERT ORDER  -  SECOND    CLASS 0
 GY0266
 GY0266.The horizontal coordinates were scaled from a topographic map and have
 GY0266.an estimated accuracy of +/- 6 seconds.
 GY0266
 GY0266.The orthometric height was determined by differential leveling
 GY0266.and adjusted by the National Geodetic Survey in June 1991..
 GY0266
 GY0266.The geoid height was determined by GEOID03.
 GY0266
 GY0266.The dynamic height is computed by dividing the NAVD 88
 GY0266.geopotential number by the normal gravity value computed on the
 GY0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0266.degrees latitude (g = 980.6199 gals.).
 GY0266
 GY0266.The modeled gravity was interpolated from observed gravity values.
 GY0266
 GY0266;                    North         East    Units  Estimated Accuracy
 GY0266;SPC WV S     -    75,630.      496,550.      MT  (+/- 180 meters Scaled)
 GY0266
 GY0266                          SUPERSEDED SURVEY CONTROL
 GY0266
 GY0266  NGVD 29 (??/??/92)  251.278  (m)          824.40   (f) ADJ UNCH    2 0
 GY0266
 GY0266.Superseded values are not recommended for survey control.
 GY0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0266.See file dsdata.txt to determine how the superseded data were derived.
 GY0266
 GY0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB965704(NAD 83)
 GY0266_MARKER: DD = SURVEY DISK
 GY0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0266_STAMPING: R 52
 GY0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0266+STABILITY: SURFACE MOTION
 GY0266
 GY0266  HISTORY     - Date     Condition        Report By
 GY0266  HISTORY     - UNK      MONUMENTED       WVGS
 GY0266  HISTORY     - 1957     GOOD             NGS
 GY0266
 GY0266                          STATION DESCRIPTION
 GY0266
 GY0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0266'1.7 MI NW FROM TAYLORSVILLE.
 GY0266'ABOUT 1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION
 GY0266'OF RED JACKET ROAD AT TAYLORSVILLE, 22 FEET NORTHEAST OF CENTER
 GY0266'LINE OF HIGHWAY, 56 FEET WEST-NORTHWEST OF WEST CORNER OF MILLARD
 GY0266'KIRK RESIDENCE, 27 3/4 FEET SOUTHEAST OF SOUTHEAST END OF
 GY0266'NORTHEAST HEAD WALL OF AN 18-FOOT CONCRETE HIGHWAY BRIDGE OVER
 GY0266'FARRELL CREEK, 24 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT
 GY0266'NORTHEAST OF A FENCE LINE, ABOUT 1 1/2 FEET ABOVE LEVEL OF
 GY0266'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 GY0266'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2292 ***********************************************************************
 GX2292  DESIGNATION -  R 52 X RESET 1936
 GX2292  PID         -  GX2292
 GX2292  STATE/COUNTY-  WV/LOGAN
 GX2292  USGS QUAD   -  CLOTHIER (1989)
 GX2292
 GX2292                         *CURRENT SURVEY CONTROL
 GX2292  ___________________________________________________________________
 GX2292* NAD 83(1986)-  37 56 28.     (N)    081 49 00.     (W)     SCALED    
 GX2292* NAVD 88     -       246.302  (meters)     808.08   (feet)  ADJUSTED  
 GX2292  ___________________________________________________________________
 GX2292  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GX2292  DYNAMIC HT  -         246.121 (meters)     807.48  (feet)  COMP
 GX2292  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 GX2292
 GX2292  VERT ORDER  -  SECOND    CLASS 0
 GX2292
 GX2292.The horizontal coordinates were scaled from a topographic map and have
 GX2292.an estimated accuracy of +/- 6 seconds.
 GX2292
 GX2292.The orthometric height was determined by differential leveling
 GX2292.and adjusted by the National Geodetic Survey in June 1991..
 GX2292
 GX2292.The geoid height was determined by GEOID03.
 GX2292
 GX2292.The dynamic height is computed by dividing the NAVD 88
 GX2292.geopotential number by the normal gravity value computed on the
 GX2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2292.degrees latitude (g = 980.6199 gals.).
 GX2292
 GX2292.The modeled gravity was interpolated from observed gravity values.
 GX2292
 GX2292;                    North         East    Units  Estimated Accuracy
 GX2292;SPC WV S     -   104,770.      528,220.      MT  (+/- 180 meters Scaled)
 GX2292
 GX2292                          SUPERSEDED SURVEY CONTROL
 GX2292
 GX2292  NGVD 29 (??/??/92)  246.514  (m)          808.77   (f) ADJ UNCH    2 0
 GX2292
 GX2292.Superseded values are not recommended for survey control.
 GX2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2292.See file dsdata.txt to determine how the superseded data were derived.
 GX2292
 GX2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB282995(NAD 83)
 GX2292_MARKER: DD = SURVEY DISK
 GX2292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2292_SP_SET: ABUTMENT
 GX2292_STAMPING: R 52 X RESET 1936
 GX2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2292
 GX2292  HISTORY     - Date     Condition        Report By
 GX2292  HISTORY     - 1936     MONUMENTED       WVGS
 GX2292  HISTORY     - 1958     GOOD             NGS
 GX2292
 GX2292                          STATION DESCRIPTION
 GX2292
 GX2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2292'0.5 MI SW FROM CLOTHIER.
 GX2292'ABOUT 0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 119 FROM THE CHESAPEAKE
 GX2292'AND OHIO RAILWAY STATION AT CLOTHIER, 12 FEET NORTH OF THE CENTER
 GX2292'LINE OF THE HIGHWAY, IN TOP OF THE NORTH END OF THE WEST ABUTMENT
 GX2292'OF BRIDGE SEAT FOR A 135-FOOT BRIDGE OVER SPRUCE FORK, 2 FEET
 GX2292'SOUTH OF THE NORTH END OF THE ABUTMENT, AND ABOUT 4 FEET BELOW
 GX2292'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0372 ***********************************************************************
 JW0372  DESIGNATION -  R 60
 JW0372  PID         -  JW0372
 JW0372  STATE/COUNTY-  WV/HARDY
 JW0372  USGS QUAD   -  NEEDMORE (1970)
 JW0372
 JW0372                         *CURRENT SURVEY CONTROL
 JW0372  ___________________________________________________________________
 JW0372* NAD 83(1986)-  39 05 08.     (N)    078 48 30.     (W)     SCALED    
 JW0372* NAVD 88     -       656.656  (meters)    2154.38   (feet)  ADJUSTED  
 JW0372  ___________________________________________________________________
 JW0372  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JW0372  DYNAMIC HT  -         656.228 (meters)    2152.97  (feet)  COMP
 JW0372  MODELED GRAV-     979,952.6   (mgal)                       NAVD 88
 JW0372
 JW0372  VERT ORDER  -  SECOND    CLASS 0
 JW0372
 JW0372.The horizontal coordinates were scaled from a topographic map and have
 JW0372.an estimated accuracy of +/- 6 seconds.
 JW0372
 JW0372.The orthometric height was determined by differential leveling
 JW0372.and adjusted by the National Geodetic Survey in June 1991..
 JW0372
 JW0372.The geoid height was determined by GEOID03.
 JW0372
 JW0372.The dynamic height is computed by dividing the NAVD 88
 JW0372.geopotential number by the normal gravity value computed on the
 JW0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0372.degrees latitude (g = 980.6199 gals.).
 JW0372
 JW0372.The modeled gravity was interpolated from observed gravity values.
 JW0372
 JW0372;                    North         East    Units  Estimated Accuracy
 JW0372;SPC WV N     -    65,240.      659,840.      MT  (+/- 180 meters Scaled)
 JW0372
 JW0372                          SUPERSEDED SURVEY CONTROL
 JW0372
 JW0372  NGVD 29 (??/??/92)  656.811  (m)         2154.89   (f) ADJ UNCH    2 0
 JW0372
 JW0372.Superseded values are not recommended for survey control.
 JW0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0372.See file dsdata.txt to determine how the superseded data were derived.
 JW0372
 JW0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD895285(NAD 83)
 JW0372_MARKER: DB = BENCH MARK DISK
 JW0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0372_SP_SET: CULVERT
 JW0372_STAMPING: R 60 1935
 JW0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0372
 JW0372  HISTORY     - Date     Condition        Report By
 JW0372  HISTORY     - 1935     MONUMENTED       CGS
 JW0372  HISTORY     - 1962     GOOD             NGS
 JW0372
 JW0372                          STATION DESCRIPTION
 JW0372
 JW0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JW0372'6 MI NW FROM BAKER.
 JW0372'6.0 MILES NORTHWEST ALONG FORMER STATE HIGHWAY 23 FROM THE BAKER
 JW0372'RUN BRIDGE AT BAKER, HARDY COUNTY, 0.2 MILE SOUTHEAST OF A WATER
 JW0372'TROUGH ON THE WEST SIDE OF THE ROAD, AT THE WEST END OF A CURVE,
 JW0372'AT A CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH
 JW0372'HEADWALL, AND 15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A
 JW0372'STANDARD DISK, STAMPED R 60 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1527 ***********************************************************************
 HW1527  DESIGNATION -  R 61
 HW1527  PID         -  HW1527
 HW1527  STATE/COUNTY-  WV/PENDLETON
 HW1527  USGS QUAD   -  FRANKLIN (1995)
 HW1527
 HW1527                         *CURRENT SURVEY CONTROL
 HW1527  ___________________________________________________________________
 HW1527* NAD 83(1986)-  38 39 38.     (N)    079 19 06.     (W)     SCALED    
 HW1527* NAVD 88     -       509.197  (meters)    1670.59   (feet)  ADJUSTED  
 HW1527  ___________________________________________________________________
 HW1527  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HW1527  DYNAMIC HT  -         508.828 (meters)    1669.38  (feet)  COMP
 HW1527  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 HW1527
 HW1527  VERT ORDER  -  SECOND    CLASS 0
 HW1527
 HW1527.The horizontal coordinates were scaled from a topographic map and have
 HW1527.an estimated accuracy of +/- 6 seconds.
 HW1527
 HW1527.The orthometric height was determined by differential leveling
 HW1527.and adjusted by the National Geodetic Survey in June 1991..
 HW1527
 HW1527.The geoid height was determined by GEOID03.
 HW1527
 HW1527.The dynamic height is computed by dividing the NAVD 88
 HW1527.geopotential number by the normal gravity value computed on the
 HW1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1527.degrees latitude (g = 980.6199 gals.).
 HW1527
 HW1527.The modeled gravity was interpolated from observed gravity values.
 HW1527
 HW1527;                    North         East    Units  Estimated Accuracy
 HW1527;SPC WV S     -   185,640.      746,360.      MT  (+/- 180 meters Scaled)
 HW1527
 HW1527                          SUPERSEDED SURVEY CONTROL
 HW1527
 HW1527  NGVD 29 (??/??/92)  509.318  (m)         1670.99   (f) ADJ UNCH    2 0
 HW1527
 HW1527.Superseded values are not recommended for survey control.
 HW1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1527.See file dsdata.txt to determine how the superseded data were derived.
 HW1527
 HW1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC463804(NAD 83)
 HW1527_MARKER: DB = BENCH MARK DISK
 HW1527_SETTING: 66 = SET IN ROCK OUTCROP
 HW1527_SP_SET: ROCK OUTCROP
 HW1527_STAMPING: R 61 1935
 HW1527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1527+STABILITY: POSITION/ELEVATION WELL
 HW1527
 HW1527  HISTORY     - Date     Condition        Report By
 HW1527  HISTORY     - 1935     MONUMENTED       CGS
 HW1527  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1527
 HW1527                          STATION DESCRIPTION
 HW1527
 HW1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1527'1.5 MI NE FROM FRANKLIN.
 HW1527'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 33 FROM THE COUNTY
 HW1527'COURTHOUSE AT FRANKLIN, PENDLETON COUNTY, ON THE SIDE OF A HILL,
 HW1527'AT A STEEL BRIDGE OVER SOUTH BRANCH POTOMAC RIVER, 36 FEET EAST OF
 HW1527'THE EAST END OF THE BRIDGE, IN LINE WITH THE NORTH SIDE OF THE
 HW1527'BRIDGE, AT THE JUNCTION OF A ROAD LEADING NORTH, 22 FEET NORTH
 HW1527'OF THE CENTERLINE OF THE HIGHWAY, 20 FEET EAST OF THE CENTERLINE
 HW1527'OF THE SIDE ROAD, IN THE TOP OF A ROCK OUTCROP, AND 3 FEET ABOVE
 HW1527'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1912 ***********************************************************************
 HX1912  DESIGNATION -  R 7
 HX1912  PID         -  HX1912
 HX1912  STATE/COUNTY-  WV/KANAWHA
 HX1912  USGS QUAD   -  CLENDENIN (1976)
 HX1912
 HX1912                         *CURRENT SURVEY CONTROL
 HX1912  ___________________________________________________________________
 HX1912* NAD 83(1986)-  38 29 17.     (N)    081 20 56.     (W)     SCALED    
 HX1912* NAVD 88     -       190.816  (meters)     626.04   (feet)  ADJUSTED  
 HX1912  ___________________________________________________________________
 HX1912  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HX1912  DYNAMIC HT  -         190.686 (meters)     625.61  (feet)  COMP
 HX1912  MODELED GRAV-     979,940.0   (mgal)                       NAVD 88
 HX1912
 HX1912  VERT ORDER  -  SECOND    CLASS 0
 HX1912
 HX1912.The horizontal coordinates were scaled from a topographic map and have
 HX1912.an estimated accuracy of +/- 6 seconds.
 HX1912
 HX1912.The orthometric height was determined by differential leveling
 HX1912.and adjusted by the National Geodetic Survey in June 1991..
 HX1912
 HX1912.The geoid height was determined by GEOID03.
 HX1912
 HX1912.The dynamic height is computed by dividing the NAVD 88
 HX1912.geopotential number by the normal gravity value computed on the
 HX1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1912.degrees latitude (g = 980.6199 gals.).
 HX1912
 HX1912.The modeled gravity was interpolated from observed gravity values.
 HX1912
 HX1912;                    North         East    Units  Estimated Accuracy
 HX1912;SPC WV S     -   165,220.      569,560.      MT  (+/- 180 meters Scaled)
 HX1912
 HX1912                          SUPERSEDED SURVEY CONTROL
 HX1912
 HX1912  NGVD 29 (??/??/92)  190.997  (m)          626.63   (f) ADJ UNCH    2 0
 HX1912
 HX1912.Superseded values are not recommended for survey control.
 HX1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1912.See file dsdata.txt to determine how the superseded data were derived.
 HX1912
 HX1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC695600(NAD 83)
 HX1912_MARKER: DB = BENCH MARK DISK
 HX1912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1912_SP_SET: BUILDING
 HX1912_STAMPING: R 7 1933
 HX1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1912
 HX1912  HISTORY     - Date     Condition        Report By
 HX1912  HISTORY     - 1933     MONUMENTED       CGS
 HX1912
 HX1912                          STATION DESCRIPTION
 HX1912
 HX1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1912'AT CLENDENNIN.
 HX1912'AT CLENDENNIN, KANAWHA COUNTY, ABOUT 45 YARDS NORTHEAST OF THE
 HX1912'NORTHEAST CORNER OF THE BALTIMORE AND OHIO RAILROAD STATION, IN
 HX1912'THE FACE OF THE MALONEY DRUG STORE, AT THE SOUTHWEST CORNER OF
 HX1912'THE BUILDING, AND ABOUT 3 FEET ABOVE THE GROUND.  A STANDARD
 HX1912'DISK, STAMPED R 7 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1703 ***********************************************************************
 HX1703  DESIGNATION -  R 76
 HX1703  PID         -  HX1703
 HX1703  STATE/COUNTY-  WV/WIRT
 HX1703  USGS QUAD   -  REEDY (1975)
 HX1703
 HX1703                         *CURRENT SURVEY CONTROL
 HX1703  ___________________________________________________________________
 HX1703* NAD 83(1986)-  38 58 46.     (N)    081 22 53.     (W)     SCALED    
 HX1703* NAVD 88     -       195.859  (meters)     642.58   (feet)  ADJUSTED  
 HX1703  ___________________________________________________________________
 HX1703  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HX1703  DYNAMIC HT  -         195.733 (meters)     642.17  (feet)  COMP
 HX1703  MODELED GRAV-     979,983.1   (mgal)                       NAVD 88
 HX1703
 HX1703  VERT ORDER  -  SECOND    CLASS 0
 HX1703
 HX1703.The horizontal coordinates were scaled from a topographic map and have
 HX1703.an estimated accuracy of +/- 6 seconds.
 HX1703
 HX1703.The orthometric height was determined by differential leveling
 HX1703.and adjusted by the National Geodetic Survey in June 1991..
 HX1703
 HX1703.The geoid height was determined by GEOID03.
 HX1703
 HX1703.The dynamic height is computed by dividing the NAVD 88
 HX1703.geopotential number by the normal gravity value computed on the
 HX1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1703.degrees latitude (g = 980.6199 gals.).
 HX1703
 HX1703.The modeled gravity was interpolated from observed gravity values.
 HX1703
 HX1703;                    North         East    Units  Estimated Accuracy
 HX1703;SPC WV N     -    54,930.      436,990.      MT  (+/- 180 meters Scaled)
 HX1703
 HX1703                          SUPERSEDED SURVEY CONTROL
 HX1703
 HX1703  NGVD 29 (??/??/92)  196.018  (m)          643.10   (f) ADJ UNCH    2 0
 HX1703
 HX1703.Superseded values are not recommended for survey control.
 HX1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1703.See file dsdata.txt to determine how the superseded data were derived.
 HX1703
 HX1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD669145(NAD 83)
 HX1703_MARKER: DB = BENCH MARK DISK
 HX1703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1703_SP_SET: CULVERT
 HX1703_STAMPING: R 76 1941
 HX1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1703
 HX1703  HISTORY     - Date     Condition        Report By
 HX1703  HISTORY     - 1941     MONUMENTED       CGS
 HX1703
 HX1703                          STATION DESCRIPTION
 HX1703
 HX1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HX1703'2.9 MI N FROM LUCILE.
 HX1703'2.9 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER LEE
 HX1703'RUN AT LUCILE, AT THE NORTH END OF A LONG CURVE, AT A CULVERT, IN
 HX1703'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL, 19.0 FEET
 HX1703'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3.0 FEET WEST OF A
 HX1703'WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED
 HX1703'R 76 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0037 ***********************************************************************
 JW0037  DESIGNATION -  R 77
 JW0037  PID         -  JW0037
 JW0037  STATE/COUNTY-  WV/MORGAN
 JW0037  USGS QUAD   -  PAW PAW (1974)
 JW0037
 JW0037                         *CURRENT SURVEY CONTROL
 JW0037  ___________________________________________________________________
 JW0037* NAD 83(1986)-  39 36 56.     (N)    078 25 48.     (W)     SCALED    
 JW0037* NAVD 88     -       152.323  (meters)     499.75   (feet)  ADJUSTED  
 JW0037  ___________________________________________________________________
 JW0037  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JW0037  DYNAMIC HT  -         152.232 (meters)     499.45  (feet)  COMP
 JW0037  MODELED GRAV-     980,028.2   (mgal)                       NAVD 88
 JW0037
 JW0037  VERT ORDER  -  FIRST     CLASS II
 JW0037
 JW0037.The horizontal coordinates were scaled from a topographic map and have
 JW0037.an estimated accuracy of +/- 6 seconds.
 JW0037
 JW0037.The orthometric height was determined by differential leveling
 JW0037.and adjusted by the National Geodetic Survey in June 1991..
 JW0037
 JW0037.The geoid height was determined by GEOID03.
 JW0037
 JW0037.The dynamic height is computed by dividing the NAVD 88
 JW0037.geopotential number by the normal gravity value computed on the
 JW0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0037.degrees latitude (g = 980.6199 gals.).
 JW0037
 JW0037.The modeled gravity was interpolated from observed gravity values.
 JW0037
 JW0037;                    North         East    Units  Estimated Accuracy
 JW0037;SPC WV N     -   124,390.      691,870.      MT  (+/- 180 meters Scaled)
 JW0037
 JW0037                          SUPERSEDED SURVEY CONTROL
 JW0037
 JW0037  NGVD 29 (??/??/92)  152.526  (m)          500.41   (f) ADJ UNCH    1 2
 JW0037
 JW0037.Superseded values are not recommended for survey control.
 JW0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0037.See file dsdata.txt to determine how the superseded data were derived.
 JW0037
 JW0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD206882(NAD 83)
 JW0037_MARKER: DB = BENCH MARK DISK
 JW0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0037_SP_SET: SIGNAL TOWER
 JW0037_STAMPING: R 77 1941
 JW0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0037
 JW0037  HISTORY     - Date     Condition        Report By
 JW0037  HISTORY     - 1941     MONUMENTED       CGS
 JW0037
 JW0037                          STATION DESCRIPTION
 JW0037
 JW0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0037'17 MI NE FROM OLDTOWN.
 JW0037'17.0 MILES NORTHEAST ALONG THE WESTERN MARYLAND RAILROAD FROM
 JW0037'THE STATION AT OLDTOWN, SET IN THE NORTH CORNER OF SIGNAL TOWER
 JW0037'NO. A-1340, 42 FEET EAST OF MILE-POST NO. 134, 7.3 FEET SOUTHWEST
 JW0037'OF THE SOUTHWEST RAIL OF THE TRACK, SOUTHWEST OF A LARGE GULLY
 JW0037'BETWEEN DEEP CUTS.  A STANDARD DISK STAMPED R-77 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3168 ***********************************************************************
 JV3168  DESIGNATION -  R 78
 JV3168  PID         -  JV3168
 JV3168  STATE/COUNTY-  WV/JEFFERSON
 JV3168  USGS QUAD   -  ROUND HILL (1981)
 JV3168
 JV3168                         *CURRENT SURVEY CONTROL
 JV3168  ___________________________________________________________________
 JV3168* NAD 83(1986)-  39 11 32.     (N)    077 49 33.     (W)     SCALED    
 JV3168* NAVD 88     -       200.370  (meters)     657.38   (feet)  ADJUSTED  
 JV3168  ___________________________________________________________________
 JV3168  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JV3168  DYNAMIC HT  -         200.248 (meters)     656.98  (feet)  COMP
 JV3168  MODELED GRAV-     980,014.2   (mgal)                       NAVD 88
 JV3168
 JV3168  VERT ORDER  -  SECOND    CLASS 0
 JV3168
 JV3168.The horizontal coordinates were scaled from a topographic map and have
 JV3168.an estimated accuracy of +/- 6 seconds.
 JV3168
 JV3168.The orthometric height was determined by differential leveling
 JV3168.and adjusted by the National Geodetic Survey in June 1991..
 JV3168
 JV3168.The geoid height was determined by GEOID03.
 JV3168
 JV3168.The dynamic height is computed by dividing the NAVD 88
 JV3168.geopotential number by the normal gravity value computed on the
 JV3168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3168.degrees latitude (g = 980.6199 gals.).
 JV3168
 JV3168.The modeled gravity was interpolated from observed gravity values.
 JV3168
 JV3168;                    North         East    Units  Estimated Accuracy
 JV3168;SPC WV N     -    78,200.      744,620.      MT  (+/- 180 meters Scaled)
 JV3168
 JV3168                          SUPERSEDED SURVEY CONTROL
 JV3168
 JV3168  NGVD 29 (??/??/??)  200.576  (m)          658.06   (f) ADJUSTED    2 0
 JV3168
 JV3168.Superseded values are not recommended for survey control.
 JV3168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3168.See file dsdata.txt to determine how the superseded data were derived.
 JV3168
 JV3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ559419(NAD 83)
 JV3168_MARKER: DB = BENCH MARK DISK
 JV3168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3168_SP_SET: STEP
 JV3168_STAMPING: R 78 1942
 JV3168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3168
 JV3168  HISTORY     - Date     Condition        Report By
 JV3168  HISTORY     - 1942     MONUMENTED       CGS
 JV3168
 JV3168                          STATION DESCRIPTION
 JV3168
 JV3168'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3168'5 MI SE FROM CHARLES TOWN.
 JV3168'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 JV3168'AT CHARLES TOWN, JEFFERSON COUNTY, THENCE ABOUT 4.7 MILES
 JV3168'SOUTHWEST ALONG AN OLD COUNTRY ROAD, AT AN OLD FOUNDATION
 JV3168'OF A HOUSE, 7.4 FEET WEST OF THE SOUTH CORNER OF THE MAIN
 JV3168'FOUNDATION, IN THE SOUTHWEST CORNER OF THE MIDDLE STEP, 64.6 FEET
 JV3168'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND 43.5 FEET EAST OF A
 JV3168'TRIANGULAR-BLAZED 12-INCH OAK TREE.  A STANDARD DISK, STAMPED R
 JV3168'78 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1456 ***********************************************************************
 HX1456  DESIGNATION -  R 8
 HX1456  PID         -  HX1456
 HX1456  STATE/COUNTY-  WV/GILMER
 HX1456  USGS QUAD   -  TANNER (1965)
 HX1456
 HX1456                         *CURRENT SURVEY CONTROL
 HX1456  ___________________________________________________________________
 HX1456* NAD 83(1986)-  38 53 51.     (N)    080 52 41.     (W)     SCALED    
 HX1456* NAVD 88     -       253.710  (meters)     832.38   (feet)  ADJUSTED  
 HX1456  ___________________________________________________________________
 HX1456  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HX1456  DYNAMIC HT  -         253.546 (meters)     831.84  (feet)  COMP
 HX1456  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 HX1456
 HX1456  VERT ORDER  -  SECOND    CLASS 0
 HX1456
 HX1456.The horizontal coordinates were scaled from a topographic map and have
 HX1456.an estimated accuracy of +/- 6 seconds.
 HX1456
 HX1456.The orthometric height was determined by differential leveling
 HX1456.and adjusted by the National Geodetic Survey in June 1991..
 HX1456
 HX1456.The geoid height was determined by GEOID03.
 HX1456
 HX1456.The dynamic height is computed by dividing the NAVD 88
 HX1456.geopotential number by the normal gravity value computed on the
 HX1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1456.degrees latitude (g = 980.6199 gals.).
 HX1456
 HX1456.The modeled gravity was interpolated from observed gravity values.
 HX1456
 HX1456;                    North         East    Units  Estimated Accuracy
 HX1456;SPC WV S     -   210,620.      610,580.      MT  (+/- 180 meters Scaled)
 HX1456
 HX1456                          SUPERSEDED SURVEY CONTROL
 HX1456
 HX1456  NGVD 29 (??/??/92)  253.876  (m)          832.92   (f) ADJ UNCH    2 0
 HX1456
 HX1456.Superseded values are not recommended for survey control.
 HX1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1456.See file dsdata.txt to determine how the superseded data were derived.
 HX1456
 HX1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND105054(NAD 83)
 HX1456_MARKER: DB = BENCH MARK DISK
 HX1456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1456_SP_SET: CULVERT
 HX1456_STAMPING: R 8 1933
 HX1456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1456
 HX1456  HISTORY     - Date     Condition        Report By
 HX1456  HISTORY     - 1933     MONUMENTED       CGS
 HX1456
 HX1456                          STATION DESCRIPTION
 HX1456
 HX1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1456'1.8 MI NE FROM LETTER GAP.
 HX1456'1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX1456'AT LETTER GAP, GILMER COUNTY, AT THE EASTERN FOOT OF A HILL WHERE
 HX1456'A DIRT HIGHWAY LEADS NORTH, AT A CONCRETE CULVERT, IN THE TOP
 HX1456'OF THE EAST END OF THE SOUTH HEADWALL, 5 YARDS SOUTH OF THE
 HX1456'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A
 HX1456'STANDARD DISK, STAMPED R 8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0249 ***********************************************************************
 JX0249  DESIGNATION -  R 80
 JX0249  PID         -  JX0249
 JX0249  STATE/COUNTY-  WV/DODDRIDGE
 JX0249  USGS QUAD   -  SALEM (1976)
 JX0249
 JX0249                         *CURRENT SURVEY CONTROL
 JX0249  ___________________________________________________________________
 JX0249* NAD 83(1986)-  39 16 53.     (N)    080 36 19.     (W)     SCALED    
 JX0249* NAVD 88     -       302.182  (meters)     991.41   (feet)  POSTED    
 JX0249  ___________________________________________________________________
 JX0249  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JX0249  DYNAMIC HT  -         301.990 (meters)     990.78  (feet)  COMP
 JX0249  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 JX0249
 JX0249  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0249
 JX0249.The horizontal coordinates were scaled from a topographic map and have
 JX0249.an estimated accuracy of +/- 6 seconds.
 JX0249
 JX0249.The orthometric height was determined by differential leveling
 JX0249.and adjusted by the National Geodetic Survey in 1992..
 JX0249.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0249.rate of 0.0 thru 1.0 mm/km.
 JX0249
 JX0249.The geoid height was determined by GEOID03.
 JX0249
 JX0249.The dynamic height is computed by dividing the NAVD 88
 JX0249.geopotential number by the normal gravity value computed on the
 JX0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0249.degrees latitude (g = 980.6199 gals.).
 JX0249
 JX0249.The modeled gravity was interpolated from observed gravity values.
 JX0249
 JX0249;                    North         East    Units  Estimated Accuracy
 JX0249;SPC WV N     -    87,330.      504,640.      MT  (+/- 180 meters Scaled)
 JX0249
 JX0249                          SUPERSEDED SURVEY CONTROL
 JX0249
 JX0249  NGVD 29 (??/??/92)  302.328  (m)          991.89   (f) ADJ UNCH    1 2
 JX0249
 JX0249.Superseded values are not recommended for survey control.
 JX0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0249.See file dsdata.txt to determine how the superseded data were derived.
 JX0249
 JX0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND340480(NAD 83)
 JX0249_MARKER: DB = BENCH MARK DISK
 JX0249_SETTING: 66 = SET IN ROCK OUTCROP
 JX0249_SP_SET: OUTCROP
 JX0249_STAMPING: R 80 1943
 JX0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0249+STABILITY: POSITION/ELEVATION WELL
 JX0249
 JX0249  HISTORY     - Date     Condition        Report By
 JX0249  HISTORY     - 1943     MONUMENTED       CGS
 JX0249  HISTORY     - 1961     MARK NOT FOUND   NGS
 JX0249
 JX0249                          STATION DESCRIPTION
 JX0249
 JX0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JX0249'2.8 MI W FROM SALEM.
 JX0249'IN DODDRIDGE COUNTY, 2.8 MILES WEST ALONG THE BALTIMORE AND
 JX0249'OHIO RAILROAD FROM THE STATION AT SALEM, HARRISON COUNTY, 24 FEET
 JX0249'EAST OF THE THIRD POLE EAST OF POLE 318+30, 11 FEET NORTH OF THE
 JX0249'CENTERLINE OF THE TRACK, IN THE TOP OF A LARGE ROCK OUTCROP, AND
 JX0249'2-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK.  NOTE-- MAY
 JX0249'BE COVERED DUE TO EXTENSIVE SLIDES ALONG THE RAILROAD CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0282 ***********************************************************************
 JX0282  DESIGNATION -  R 81
 JX0282  PID         -  JX0282
 JX0282  STATE/COUNTY-  WV/RITCHIE
 JX0282  USGS QUAD   -  PENNSBORO (1987)
 JX0282
 JX0282                         *CURRENT SURVEY CONTROL
 JX0282  ___________________________________________________________________
 JX0282* NAD 83(1986)-  39 16 30.     (N)    080 55 59.     (W)     SCALED    
 JX0282* NAVD 88     -       259.047  (meters)     849.89   (feet)  ADJUSTED  
 JX0282  ___________________________________________________________________
 JX0282  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JX0282  DYNAMIC HT  -         258.885 (meters)     849.36  (feet)  COMP
 JX0282  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 JX0282
 JX0282  VERT ORDER  -  FIRST     CLASS II
 JX0282
 JX0282.The horizontal coordinates were scaled from a topographic map and have
 JX0282.an estimated accuracy of +/- 6 seconds.
 JX0282
 JX0282.The orthometric height was determined by differential leveling
 JX0282.and adjusted by the National Geodetic Survey in June 1991..
 JX0282
 JX0282.The geoid height was determined by GEOID03.
 JX0282
 JX0282.The dynamic height is computed by dividing the NAVD 88
 JX0282.geopotential number by the normal gravity value computed on the
 JX0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0282.degrees latitude (g = 980.6199 gals.).
 JX0282
 JX0282.The modeled gravity was interpolated from observed gravity values.
 JX0282
 JX0282;                    North         East    Units  Estimated Accuracy
 JX0282;SPC WV N     -    87,020.      476,350.      MT  (+/- 180 meters Scaled)
 JX0282
 JX0282                          SUPERSEDED SURVEY CONTROL
 JX0282
 JX0282  NGVD 29 (??/??/92)  259.225  (m)          850.47   (f) ADJ UNCH    1 2
 JX0282
 JX0282.Superseded values are not recommended for survey control.
 JX0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0282.See file dsdata.txt to determine how the superseded data were derived.
 JX0282
 JX0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND057472(NAD 83)
 JX0282_MARKER: DB = BENCH MARK DISK
 JX0282_SETTING: 66 = SET IN ROCK OUTCROP
 JX0282_SP_SET: OUTCROP
 JX0282_STAMPING: R 81 1943
 JX0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0282+STABILITY: POSITION/ELEVATION WELL
 JX0282
 JX0282  HISTORY     - Date     Condition        Report By
 JX0282  HISTORY     - 1943     MONUMENTED       CGS
 JX0282
 JX0282                          STATION DESCRIPTION
 JX0282
 JX0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0282'2.1 MI E FROM PENNSBORO.
 JX0282'2.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0282'STATION AT PENNSBORO, RITCHIE COUNTY, 30 FEET WEST OF THE FIRST
 JX0282'POLE WEST OF POLE 339+30, 17 FEET SOUTH OF THE CENTERLINE OF
 JX0282'THE TRACK, IN THE FACE OF A ROCK OUTCROP, AND 4 FEET HIGHER
 JX0282'THAN THE TRACK.  A STANDARD DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0953 ***********************************************************************
 JX0953  DESIGNATION -  R 82
 JX0953  PID         -  JX0953
 JX0953  STATE/COUNTY-  WV/RITCHIE
 JX0953  USGS QUAD   -  CAIRO (1986)
 JX0953
 JX0953                         *CURRENT SURVEY CONTROL
 JX0953  ___________________________________________________________________
 JX0953* NAD 83(1986)-  39 12 24.     (N)    081 12 25.     (W)     SCALED    
 JX0953* NAVD 88     -       256.389  (meters)     841.17   (feet)  ADJUSTED  
 JX0953  ___________________________________________________________________
 JX0953  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JX0953  DYNAMIC HT  -         256.231 (meters)     840.65  (feet)  COMP
 JX0953  MODELED GRAV-     980,001.8   (mgal)                       NAVD 88
 JX0953
 JX0953  VERT ORDER  -  FIRST     CLASS II
 JX0953
 JX0953.The horizontal coordinates were scaled from a topographic map and have
 JX0953.an estimated accuracy of +/- 6 seconds.
 JX0953
 JX0953.The orthometric height was determined by differential leveling
 JX0953.and adjusted by the National Geodetic Survey in June 1991..
 JX0953
 JX0953.The geoid height was determined by GEOID03.
 JX0953
 JX0953.The dynamic height is computed by dividing the NAVD 88
 JX0953.geopotential number by the normal gravity value computed on the
 JX0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0953.degrees latitude (g = 980.6199 gals.).
 JX0953
 JX0953.The modeled gravity was interpolated from observed gravity values.
 JX0953
 JX0953;                    North         East    Units  Estimated Accuracy
 JX0953;SPC WV N     -    79,850.      452,580.      MT  (+/- 180 meters Scaled)
 JX0953
 JX0953                          SUPERSEDED SURVEY CONTROL
 JX0953
 JX0953  NGVD 29 (??/??/92)  256.566  (m)          841.75   (f) ADJ UNCH    1 2
 JX0953
 JX0953.Superseded values are not recommended for survey control.
 JX0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0953.See file dsdata.txt to determine how the superseded data were derived.
 JX0953
 JX0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD821397(NAD 83)
 JX0953_MARKER: DB = BENCH MARK DISK
 JX0953_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0953_SP_SET: TUNNEL
 JX0953_STAMPING: R 82 1943
 JX0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0953
 JX0953  HISTORY     - Date     Condition        Report By
 JX0953  HISTORY     - 1943     MONUMENTED       CGS
 JX0953
 JX0953                          STATION DESCRIPTION
 JX0953
 JX0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0953'3.2 MI W FROM CAIRO.
 JX0953'3.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0953'STATION AT CAIRO, RITCHIE COUNTY, AT THE SOUTHWEST ENTRANCE TO
 JX0953'TUNNEL 19, IN THE SOUTHWEST END OF THE SOUTHWEST WALL, 0.6 FOOT
 JX0953'SOUTHEAST OF THE ENTRANCE, 7 FEET SOUTHEAST OF THE CENTERLINE
 JX0953'OF THE TRACK, AND ABOUT 2-1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 JX0953'A STANDARD DISK, STAMPED R 82 1943 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0954 ***********************************************************************
 JX0954  DESIGNATION -  R 82 RESET 1965
 JX0954  PID         -  JX0954
 JX0954  STATE/COUNTY-  WV/RITCHIE
 JX0954  USGS QUAD   -  CAIRO (1986)
 JX0954
 JX0954                         *CURRENT SURVEY CONTROL
 JX0954  ___________________________________________________________________
 JX0954* NAD 83(1986)-  39 12 24.     (N)    081 12 25.     (W)     SCALED    
 JX0954* NAVD 88     -       256.23   (+/-2cm)     840.6    (feet)  VERTCON   
 JX0954  ___________________________________________________________________
 JX0954  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JX0954
 JX0954  VERT ORDER  -  THIRD (See Below)
 JX0954
 JX0954.The horizontal coordinates were scaled from a topographic map and have
 JX0954.an estimated accuracy of +/- 6 seconds.
 JX0954
 JX0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX0954.The vertical order pertains to the NGVD 29 superseded value.
 JX0954
 JX0954.The geoid height was determined by GEOID03.
 JX0954
 JX0954;                    North         East    Units  Estimated Accuracy
 JX0954;SPC WV N     -    79,850.      452,580.      MT  (+/- 180 meters Scaled)
 JX0954
 JX0954                          SUPERSEDED SURVEY CONTROL
 JX0954
 JX0954  NGVD 29 (09/25/03)  256.40   (m)          841.2    (f) RESET       3  
 JX0954
 JX0954.Superseded values are not recommended for survey control.
 JX0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0954.See file dsdata.txt to determine how the superseded data were derived.
 JX0954
 JX0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD821397(NAD 83)
 JX0954_MARKER: DD = SURVEY DISK
 JX0954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0954_SP_SET: TUNNEL
 JX0954_STAMPING: R 82 RESET 1965
 JX0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0954
 JX0954  HISTORY     - Date     Condition        Report By
 JX0954  HISTORY     - 1965     MONUMENTED       BORR
 JX0954
 JX0954                          STATION DESCRIPTION
 JX0954
 JX0954'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1965
 JX0954'3.2 MI W FROM CAIRO.
 JX0954'ABOUT 3.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0954'THE STATION AT CAIRO, RITCHIE COUNTY, AT SOUTHWEST ENTRANCE TO
 JX0954'TUNNEL 19, IN THE NORTHEAST END OF THE SOUTHEAST WING WALL, 3.1
 JX0954'FEET WEST OF SOUTHEAST ENTRANCE 9.35 FEET SOUTHEAST OF THE
 JX0954'CENTERLINE OF THE TRACK, AND ABOUT 2.4 FEET ABOVE THE LEVEL OF
 JX0954'THE TRACK AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1196 ***********************************************************************
 JX1196  DESIGNATION -  R 83
 JX1196  PID         -  JX1196
 JX1196  STATE/COUNTY-  WV/WOOD
 JX1196  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1196
 JX1196                         *CURRENT SURVEY CONTROL
 JX1196  ___________________________________________________________________
 JX1196* NAD 83(1986)-  39 14 06.     (N)    081 30 41.     (W)     SCALED    
 JX1196* NAVD 88     -       182.188  (meters)     597.73   (feet)  ADJUSTED  
 JX1196  ___________________________________________________________________
 JX1196  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX1196  DYNAMIC HT  -         182.074 (meters)     597.35  (feet)  COMP
 JX1196  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 JX1196
 JX1196  VERT ORDER  -  FIRST     CLASS II
 JX1196
 JX1196.The horizontal coordinates were scaled from a topographic map and have
 JX1196.an estimated accuracy of +/- 6 seconds.
 JX1196
 JX1196.The orthometric height was determined by differential leveling
 JX1196.and adjusted by the National Geodetic Survey in June 1991..
 JX1196
 JX1196.The geoid height was determined by GEOID03.
 JX1196
 JX1196.The dynamic height is computed by dividing the NAVD 88
 JX1196.geopotential number by the normal gravity value computed on the
 JX1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1196.degrees latitude (g = 980.6199 gals.).
 JX1196
 JX1196.The modeled gravity was interpolated from observed gravity values.
 JX1196
 JX1196;                    North         East    Units  Estimated Accuracy
 JX1196;SPC WV N     -    83,540.      426,360.      MT  (+/- 180 meters Scaled)
 JX1196
 JX1196                          SUPERSEDED SURVEY CONTROL
 JX1196
 JX1196  NGVD 29 (??/??/92)  182.372  (m)          598.33   (f) ADJ UNCH    1 2
 JX1196
 JX1196.Superseded values are not recommended for survey control.
 JX1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1196.See file dsdata.txt to determine how the superseded data were derived.
 JX1196
 JX1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD558429(NAD 83)
 JX1196_MARKER: DB = BENCH MARK DISK
 JX1196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1196_SP_SET: CULVERT
 JX1196_STAMPING: R 83 1943
 JX1196_MARK LOGO: CGS   
 JX1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1196
 JX1196  HISTORY     - Date     Condition        Report By
 JX1196  HISTORY     - 1943     MONUMENTED       CGS
 JX1196  HISTORY     - 1956     GOOD             NGS
 JX1196  HISTORY     - 1963     GOOD             NGS
 JX1196  HISTORY     - 1983     GOOD             NGS
 JX1196
 JX1196                          STATION DESCRIPTION
 JX1196
 JX1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1196'3.3 MI SE FROM PARKERSBURG.
 JX1196'3.3 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1196'THE STATION AT PARKERSBURG, WOOD COUNTY, NEAR THE SECOND POLE
 JX1196'SOUTHEAST OF POLE 380/10, AT CONCRETE CULVERT 51-3/4, IN THE
 JX1196'TOP OF THE WEST CORNER OF THE SOUTHWEST HEADWALL, 25 FEET
 JX1196'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 10 FEET
 JX1196'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED R 83 1943.
 JX1196'NOTE-- MILEPOST P 4-B 380 IS DESTROYED.
 JX1196
 JX1196                          STATION RECOVERY (1963)
 JX1196
 JX1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1196'RECOVERED IN GOOD CONDITION.
 JX1196
 JX1196                          STATION RECOVERY (1983)
 JX1196
 JX1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1196'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  5.3 KM (3.3 MI)
 JX1196'SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM GREEN STREET IN
 JX1196'PARKERSBURG TO THE MARK ON THE RIGHT, IN THE TOP OF THE WEST CORNER OF
 JX1196'THE SOUTHWEST HEADWALL, CULVERT NUMBER 51-3/4, 7.6 METERS (25.0 FT)
 JX1196'SOUTHWEST OF THE CENTER OF THE RAILROAD.
 JX1196'THE MARK IS 3.0 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0432 ***********************************************************************
 HY0432  DESIGNATION -  R 84
 HY0432  PID         -  HY0432
 HY0432  STATE/COUNTY-  WV/MASON
 HY0432  USGS QUAD   -  CHESHIRE (1989)
 HY0432
 HY0432                         *CURRENT SURVEY CONTROL
 HY0432  ___________________________________________________________________
 HY0432* NAD 83(1986)-  38 59 53.     (N)    082 02 38.     (W)     SCALED    
 HY0432* NAVD 88     -       172.645  (meters)     566.42   (feet)  ADJUSTED  
 HY0432  ___________________________________________________________________
 HY0432  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 HY0432  DYNAMIC HT  -         172.537 (meters)     566.07  (feet)  COMP
 HY0432  MODELED GRAV-     979,999.2   (mgal)                       NAVD 88
 HY0432
 HY0432  VERT ORDER  -  FIRST     CLASS II
 HY0432
 HY0432.The horizontal coordinates were scaled from a topographic map and have
 HY0432.an estimated accuracy of +/- 6 seconds.
 HY0432
 HY0432.The orthometric height was determined by differential leveling
 HY0432.and adjusted by the National Geodetic Survey in June 1991..
 HY0432
 HY0432.The geoid height was determined by GEOID03.
 HY0432
 HY0432.The dynamic height is computed by dividing the NAVD 88
 HY0432.geopotential number by the normal gravity value computed on the
 HY0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0432.degrees latitude (g = 980.6199 gals.).
 HY0432
 HY0432.The modeled gravity was interpolated from observed gravity values.
 HY0432
 HY0432;                    North         East    Units  Estimated Accuracy
 HY0432;SPC WV S     -   222,280.      509,570.      MT  (+/- 180 meters Scaled)
 HY0432
 HY0432                          SUPERSEDED SURVEY CONTROL
 HY0432
 HY0432  NGVD 29 (??/??/92)  172.855  (m)          567.11   (f) ADJ UNCH    1 2
 HY0432
 HY0432.Superseded values are not recommended for survey control.
 HY0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0432.See file dsdata.txt to determine how the superseded data were derived.
 HY0432
 HY0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD096170(NAD 83)
 HY0432_MARKER: DB = BENCH MARK DISK
 HY0432_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY0432_STAMPING: R 84 1943
 HY0432_MARK LOGO: CGS   
 HY0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0432+STABILITY: SURFACE MOTION
 HY0432
 HY0432  HISTORY     - Date     Condition        Report By
 HY0432  HISTORY     - 1943     MONUMENTED       CGS
 HY0432  HISTORY     - 1984     GOOD             NGS
 HY0432
 HY0432                          STATION DESCRIPTION
 HY0432
 HY0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HY0432'1.9 MI SW FROM MASON CITY.
 HY0432'1.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0432'THE STATION AT MASON CITY, MASON COUNTY, 3 POLES NORTH OF POLE
 HY0432'159+20, IN THE TOP OF THE NORTHEAST CORNER OF A 2- BY 3-FOOT
 HY0432'CONCRETE DROP INLET TO A CULVERT, 23.2 FEET EAST OF THE CENTERLINE
 HY0432'OF THE TRACK, 34 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 HY0432'62, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 HY0432'STAMPED R 84 1943.
 HY0432
 HY0432                          STATION RECOVERY (1984)
 HY0432
 HY0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0432'RECOVERED IN GOOD CONDITION, THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 HY0432'THE MILEAGE TO REACH IS INADEQUATE AS THE RAILROAD STATION HAS BEEN
 HY0432'RAZED, CHANGE TO 1.7 KM (1.05 MI) SOUTHWEST ALONG THE BALTIMORE AND
 HY0432'OHIO RAILROAD FROM THE U.S. HIGHWAY 33 BRIDGE OVER THE OHIO RIVER IN
 HY0432'MASON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1148 ***********************************************************************
 JX1148  DESIGNATION -  R 85
 JX1148  PID         -  JX1148
 JX1148  STATE/COUNTY-  WV/WOOD
 JX1148  USGS QUAD   -  PARKERSBURG (1994)
 JX1148
 JX1148                         *CURRENT SURVEY CONTROL
 JX1148  ___________________________________________________________________
 JX1148* NAD 83(1986)-  39 15 55.     (N)    081 35 08.     (W)     SCALED    
 JX1148* NAVD 88     -       189.307  (meters)     621.08   (feet)  ADJUSTED  
 JX1148  ___________________________________________________________________
 JX1148  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JX1148  DYNAMIC HT  -         189.188 (meters)     620.69  (feet)  COMP
 JX1148  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 JX1148
 JX1148  VERT ORDER  -  FIRST     CLASS II
 JX1148
 JX1148.The horizontal coordinates were scaled from a topographic map and have
 JX1148.an estimated accuracy of +/- 6 seconds.
 JX1148
 JX1148.The orthometric height was determined by differential leveling
 JX1148.and adjusted by the National Geodetic Survey in June 1991..
 JX1148
 JX1148.The geoid height was determined by GEOID03.
 JX1148
 JX1148.The dynamic height is computed by dividing the NAVD 88
 JX1148.geopotential number by the normal gravity value computed on the
 JX1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1148.degrees latitude (g = 980.6199 gals.).
 JX1148
 JX1148.The modeled gravity was interpolated from observed gravity values.
 JX1148
 JX1148;                    North         East    Units  Estimated Accuracy
 JX1148;SPC WV N     -    87,050.      420,040.      MT  (+/- 180 meters Scaled)
 JX1148
 JX1148                          SUPERSEDED SURVEY CONTROL
 JX1148
 JX1148  NGVD 29 (??/??/92)  189.509  (m)          621.75   (f) ADJ UNCH    1 2
 JX1148
 JX1148.Superseded values are not recommended for survey control.
 JX1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1148.See file dsdata.txt to determine how the superseded data were derived.
 JX1148
 JX1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD494463(NAD 83)
 JX1148_MARKER: DB = BENCH MARK DISK
 JX1148_SETTING: 66 = SET IN ROCK OUTCROP
 JX1148_SP_SET: ROCK OUTCROP
 JX1148_STAMPING: R 85 1943
 JX1148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1148+STABILITY: POSITION/ELEVATION WELL
 JX1148
 JX1148  HISTORY     - Date     Condition        Report By
 JX1148  HISTORY     - 1943     MONUMENTED       CGS
 JX1148  HISTORY     - 1963     GOOD             NGS
 JX1148  HISTORY     - 1976     POOR             NGS
 JX1148
 JX1148                          STATION DESCRIPTION
 JX1148
 JX1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX1148'1 MI W FROM PARKERSBURG.
 JX1148'1.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD (O. RIVER
 JX1148'DIV.) FROM THE ANN STREET STATION AT PARKERSBURG, WOOD COUNTY,
 JX1148'35.3 FEET NORTHWEST OF THE SECOND POLE EAST OF POLE 94+30, 47
 JX1148'FEET NORTH OF THE CENTERLINE OF THE TRACK, IN THE SOUTHWEST
 JX1148'CORNER OF A FARMYARD, 36.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JX1148'OF THE FRAME FARMHOUSE, IN THE TOP OF A ROCK OUTCROP, ONE FOOT
 JX1148'SOUTHWEST OF THE NORTHEAST END, AND ABOUT 7 FEET LOWER THAN THE
 JX1148'TRACK.  A STANDARD DISK, STAMPED R 85 1943.
 JX1148
 JX1148                          STATION RECOVERY (1963)
 JX1148
 JX1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1148'RECOVERED IN GOOD CONDITION.
 JX1148
 JX1148                          STATION RECOVERY (1976)
 JX1148
 JX1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1148'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1073 ***********************************************************************
 GX1073  DESIGNATION -  R 86
 GX1073  PID         -  GX1073
 GX1073  STATE/COUNTY-  WV/RALEIGH
 GX1073  USGS QUAD   -  ECCLES (1989)
 GX1073
 GX1073                         *CURRENT SURVEY CONTROL
 GX1073  ___________________________________________________________________
 GX1073* NAD 83(1986)-  37 48 09.     (N)    081 15 25.     (W)     SCALED    
 GX1073* NAVD 88     -       653.701  (meters)    2144.68   (feet)  ADJUSTED  
 GX1073  ___________________________________________________________________
 GX1073  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX1073  DYNAMIC HT  -         653.171 (meters)    2142.95  (feet)  COMP
 GX1073  MODELED GRAV-     979,797.0   (mgal)                       NAVD 88
 GX1073
 GX1073  VERT ORDER  -  SECOND    CLASS 0
 GX1073
 GX1073.The horizontal coordinates were scaled from a topographic map and have
 GX1073.an estimated accuracy of +/- 6 seconds.
 GX1073
 GX1073.The orthometric height was determined by differential leveling
 GX1073.and adjusted by the National Geodetic Survey in June 1991..
 GX1073
 GX1073.The geoid height was determined by GEOID03.
 GX1073
 GX1073.The dynamic height is computed by dividing the NAVD 88
 GX1073.geopotential number by the normal gravity value computed on the
 GX1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1073.degrees latitude (g = 980.6199 gals.).
 GX1073
 GX1073.The modeled gravity was interpolated from observed gravity values.
 GX1073
 GX1073;                    North         East    Units  Estimated Accuracy
 GX1073;SPC WV S     -    89,100.      577,370.      MT  (+/- 180 meters Scaled)
 GX1073
 GX1073                          SUPERSEDED SURVEY CONTROL
 GX1073
 GX1073  NGVD 29 (??/??/92)  653.860  (m)         2145.21   (f) ADJ UNCH    2 0
 GX1073
 GX1073.Superseded values are not recommended for survey control.
 GX1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1073.See file dsdata.txt to determine how the superseded data were derived.
 GX1073
 GX1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB773839(NAD 83)
 GX1073_MARKER: DB = BENCH MARK DISK
 GX1073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1073_SP_SET: BRIDGE
 GX1073_STAMPING: R 86 1960
 GX1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1073
 GX1073  HISTORY     - Date     Condition        Report By
 GX1073  HISTORY     - 1960     MONUMENTED       CGS
 GX1073
 GX1073                          STATION DESCRIPTION
 GX1073
 GX1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1073'AT HARPER.
 GX1073'AT HARPER, AT THE OVERPASS OF STATE HIGHWAY 3 OVER THE VIRGINIAN
 GX1073'RAILWAY, 28 YARDS NORTH OF THE RAILWAY STATION, 29 FEET WEST OF
 GX1073'THE WEST RAIL OF MAIN TRACK, IN TOP OF ROUNDED NORTH-NORTHWEST
 GX1073'END OF THE SOLID CONCRETE BOTTOM PART OF FIRST PIER WEST OF THE
 GX1073'TRACK, 5 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND ABOUT 4 1/2
 GX1073'FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1117 ***********************************************************************
 GX1117  DESIGNATION -  R 87
 GX1117  PID         -  GX1117
 GX1117  STATE/COUNTY-  WV/RALEIGH
 GX1117  USGS QUAD   -  SHADY SPRING (1976)
 GX1117
 GX1117                         *CURRENT SURVEY CONTROL
 GX1117  ___________________________________________________________________
 GX1117* NAD 83(1986)-  37 41 09.     (N)    081 01 59.     (W)     SCALED    
 GX1117* NAVD 88     -       854.277  (meters)    2802.74   (feet)  ADJUSTED  
 GX1117  ___________________________________________________________________
 GX1117  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1117  DYNAMIC HT  -         853.553 (meters)    2800.37  (feet)  COMP
 GX1117  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 GX1117
 GX1117  VERT ORDER  -  SECOND    CLASS 0
 GX1117
 GX1117.The horizontal coordinates were scaled from a topographic map and have
 GX1117.an estimated accuracy of +/- 6 seconds.
 GX1117
 GX1117.The orthometric height was determined by differential leveling
 GX1117.and adjusted by the National Geodetic Survey in June 1991..
 GX1117
 GX1117.The geoid height was determined by GEOID03.
 GX1117
 GX1117.The dynamic height is computed by dividing the NAVD 88
 GX1117.geopotential number by the normal gravity value computed on the
 GX1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1117.degrees latitude (g = 980.6199 gals.).
 GX1117
 GX1117.The modeled gravity was interpolated from observed gravity values.
 GX1117
 GX1117;                    North         East    Units  Estimated Accuracy
 GX1117;SPC WV S     -    76,120.      597,080.      MT  (+/- 180 meters Scaled)
 GX1117
 GX1117                          SUPERSEDED SURVEY CONTROL
 GX1117
 GX1117  NGVD 29 (??/??/92)  854.420  (m)         2803.21   (f) ADJ UNCH    2 0
 GX1117
 GX1117.Superseded values are not recommended for survey control.
 GX1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1117.See file dsdata.txt to determine how the superseded data were derived.
 GX1117
 GX1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB970709(NAD 83)
 GX1117_MARKER: DB = BENCH MARK DISK
 GX1117_SETTING: 80 = SET IN A BOULDER
 GX1117_SP_SET: BOULDER
 GX1117_STAMPING: R 87 1960
 GX1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1117+STABILITY: SURFACE MOTION
 GX1117
 GX1117  HISTORY     - Date     Condition        Report By
 GX1117  HISTORY     - 1960     MONUMENTED       CGS
 GX1117
 GX1117                          STATION DESCRIPTION
 GX1117
 GX1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1117'4.2 MI SE FROM SHADY SPRING.
 GX1117'ABOUT 4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 GX1117'OF U.S. HIGHWAYS 19 AND 21 AT SHADY SPRING, 1.15 MILES EAST OF A
 GX1117'CULVERT UNDER THE NORTHEAST END OF CAUSEWAY ACROSS GLADE CREEK
 GX1117'RESERVOIR, 26 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 GX1117'HIGHWAY AND ON THE OUTSIDE OF A CURVE, 11 YARDS SOUTHEAST OF A
 GX1117'PIPE CULVERT WITH CONCRETE HEAD WALL UNDER THE HIGHWAY, IN TOP
 GX1117'AND HIGHEST POINT OF A 15-BY 7-BY 5-FOOT-HIGH BOULDER, 7 FEET
 GX1117'EAST OF THE WEST END OF THE BOULDER WHICH ENDS IN THE HIGHWAY
 GX1117'DITCH, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0204 ***********************************************************************
 JX0204  DESIGNATION -  R 9
 JX0204  PID         -  JX0204
 JX0204  STATE/COUNTY-  WV/HARRISON
 JX0204  USGS QUAD   -  MOUNT CLARE (1976)
 JX0204
 JX0204                         *CURRENT SURVEY CONTROL
 JX0204  ___________________________________________________________________
 JX0204* NAD 83(1986)-  39 12 58.     (N)    080 20 45.     (W)     SCALED    
 JX0204* NAVD 88     -       306.834  (meters)    1006.67   (feet)  ADJUSTED  
 JX0204  ___________________________________________________________________
 JX0204  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JX0204  DYNAMIC HT  -         306.642 (meters)    1006.04  (feet)  COMP
 JX0204  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 JX0204
 JX0204  VERT ORDER  -  SECOND    CLASS 0
 JX0204
 JX0204.The horizontal coordinates were scaled from a topographic map and have
 JX0204.an estimated accuracy of +/- 6 seconds.
 JX0204
 JX0204.The orthometric height was determined by differential leveling
 JX0204.and adjusted by the National Geodetic Survey in June 1991..
 JX0204
 JX0204.The geoid height was determined by GEOID03.
 JX0204
 JX0204.The dynamic height is computed by dividing the NAVD 88
 JX0204.geopotential number by the normal gravity value computed on the
 JX0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0204.degrees latitude (g = 980.6199 gals.).
 JX0204
 JX0204.The modeled gravity was interpolated from observed gravity values.
 JX0204
 JX0204;                    North         East    Units  Estimated Accuracy
 JX0204;SPC WV N     -    79,840.      526,960.      MT  (+/- 180 meters Scaled)
 JX0204
 JX0204                          SUPERSEDED SURVEY CONTROL
 JX0204
 JX0204  NGVD 29 (??/??/92)  307.017  (m)         1007.27   (f) ADJ UNCH    2 0
 JX0204
 JX0204.Superseded values are not recommended for survey control.
 JX0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0204.See file dsdata.txt to determine how the superseded data were derived.
 JX0204
 JX0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND564409(NAD 83)
 JX0204_MARKER: DB = BENCH MARK DISK
 JX0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0204_STAMPING: R 9 1933
 JX0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0204+STABILITY: SURFACE MOTION
 JX0204
 JX0204  HISTORY     - Date     Condition        Report By
 JX0204  HISTORY     - 1933     MONUMENTED       CGS
 JX0204
 JX0204                          STATION DESCRIPTION
 JX0204
 JX0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0204'AT BYRON.
 JX0204'AT BYRON, HARRISON COUNTY, 20 YARDS EAST OF THE EAST END OF
 JX0204'THE BALTIMORE AND OHIO RAILROAD STATION, 18 YARDS WEST OF A ROAD
 JX0204'CROSSING, 8 YARDS SOUTH OF THE CENTERLINE OF THE TRACK, AND LEVEL
 JX0204'WITH THE RAIL.  A STANDARD DISK, STAMPED R 9 1933 AND SET IN THE
 JX0204'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1038 ***********************************************************************
 JX1038  DESIGNATION -  R 91
 JX1038  PID         -  JX1038
 JX1038  STATE/COUNTY-  WV/WIRT
 JX1038  USGS QUAD   -  ELIZABETH (1975)
 JX1038
 JX1038                         *CURRENT SURVEY CONTROL
 JX1038  ___________________________________________________________________
 JX1038* NAD 83(1986)-  39 03 28.     (N)    081 25 27.     (W)     SCALED    
 JX1038* NAVD 88     -       189.047  (meters)     620.23   (feet)  ADJUSTED  
 JX1038  ___________________________________________________________________
 JX1038  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JX1038  DYNAMIC HT  -         188.927 (meters)     619.84  (feet)  COMP
 JX1038  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
 JX1038
 JX1038  VERT ORDER  -  SECOND    CLASS 0
 JX1038
 JX1038.The horizontal coordinates were scaled from a topographic map and have
 JX1038.an estimated accuracy of +/- 6 seconds.
 JX1038
 JX1038.The orthometric height was determined by differential leveling
 JX1038.and adjusted by the National Geodetic Survey in June 1991..
 JX1038
 JX1038.The geoid height was determined by GEOID03.
 JX1038
 JX1038.The dynamic height is computed by dividing the NAVD 88
 JX1038.geopotential number by the normal gravity value computed on the
 JX1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1038.degrees latitude (g = 980.6199 gals.).
 JX1038
 JX1038.The modeled gravity was interpolated from observed gravity values.
 JX1038
 JX1038;                    North         East    Units  Estimated Accuracy
 JX1038;SPC WV N     -    63,710.      433,470.      MT  (+/- 180 meters Scaled)
 JX1038
 JX1038                          SUPERSEDED SURVEY CONTROL
 JX1038
 JX1038  NGVD 29 (??/??/92)  189.224  (m)          620.81   (f) ADJ UNCH    2 0
 JX1038
 JX1038.Superseded values are not recommended for survey control.
 JX1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1038.See file dsdata.txt to determine how the superseded data were derived.
 JX1038
 JX1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD633232(NAD 83)
 JX1038_MARKER: DB = BENCH MARK DISK
 JX1038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1038_SP_SET: STEP
 JX1038_STAMPING: R 91 1956
 JX1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1038
 JX1038  HISTORY     - Date     Condition        Report By
 JX1038  HISTORY     - 1956     MONUMENTED       CGS
 JX1038
 JX1038                          STATION DESCRIPTION
 JX1038
 JX1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1038'2.2 MI W FROM ELIZABETH.
 JX1038'0.75 MILE WEST ALONG STATE HIGHWAY 14 FROM THE COURT HOUSE AT
 JX1038'ELIZABETH, THENCE ABOUT 1.5 MILES SOUTHWEST AND WEST ALONG A
 JX1038'BLACK TOP ROAD (TUCKER CREEK ROAD), ON THE OUTSIDE OF A CURVE
 JX1038'IN ROAD WITH TANGENTS EXTENDING SOUTHEAST AND SOUTHWEST, IN THE
 JX1038'TOP AND TWO STEPS DOWN FROM THE TOP OF THE NORTH END OF EAST
 JX1038'STONE MASONRY ABUTMENT OF A 10-FOOT WOODEN DECK BRIDGE OVER A
 JX1038'SMALL CREEK BRANCH, 13 FEET NORTH OF CENTER LINE OF ROAD AND
 JX1038'ABOUT 2 1/2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2686 ***********************************************************************
 HX2686  DESIGNATION -  R 92
 HX2686  PID         -  HX2686
 HX2686  STATE/COUNTY-  WV/JACKSON
 HX2686  USGS QUAD   -  LIVERPOOL (1975)
 HX2686
 HX2686                         *CURRENT SURVEY CONTROL
 HX2686  ___________________________________________________________________
 HX2686* NAD 83(1986)-  38 57 39.     (N)    081 33 00.     (W)     SCALED    
 HX2686* NAVD 88     -       328.489  (meters)    1077.72   (feet)  ADJUSTED  
 HX2686  ___________________________________________________________________
 HX2686  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HX2686  DYNAMIC HT  -         328.279 (meters)    1077.03  (feet)  COMP
 HX2686  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 HX2686
 HX2686  VERT ORDER  -  SECOND    CLASS 0
 HX2686
 HX2686.The horizontal coordinates were scaled from a topographic map and have
 HX2686.an estimated accuracy of +/- 6 seconds.
 HX2686
 HX2686.The orthometric height was determined by differential leveling
 HX2686.and adjusted by the National Geodetic Survey in June 1991..
 HX2686
 HX2686.The geoid height was determined by GEOID03.
 HX2686
 HX2686.The dynamic height is computed by dividing the NAVD 88
 HX2686.geopotential number by the normal gravity value computed on the
 HX2686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2686.degrees latitude (g = 980.6199 gals.).
 HX2686
 HX2686.The modeled gravity was interpolated from observed gravity values.
 HX2686
 HX2686;                    North         East    Units  Estimated Accuracy
 HX2686;SPC WV S     -   217,780.      552,330.      MT  (+/- 180 meters Scaled)
 HX2686
 HX2686                          SUPERSEDED SURVEY CONTROL
 HX2686
 HX2686  NGVD 29 (??/??/92)  328.660  (m)         1078.28   (f) ADJ UNCH    2 0
 HX2686
 HX2686.Superseded values are not recommended for survey control.
 HX2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2686.See file dsdata.txt to determine how the superseded data were derived.
 HX2686
 HX2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD523125(NAD 83)
 HX2686_MARKER: DB = BENCH MARK DISK
 HX2686_SETTING: 66 = SET IN ROCK OUTCROP
 HX2686_SP_SET: ROCK CLIFF
 HX2686_STAMPING: R 92 1956
 HX2686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2686+STABILITY: POSITION/ELEVATION WELL
 HX2686
 HX2686  HISTORY     - Date     Condition        Report By
 HX2686  HISTORY     - 1956     MONUMENTED       CGS
 HX2686
 HX2686                          STATION DESCRIPTION
 HX2686
 HX2686'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2686'4.6 MI N FROM LEROY.
 HX2686'ABOUT 4.65 MILES NORTH ALONG A GRAVEL ROAD LEADING TO GARFIELD FROM
 HX2686'THE ROAD JUNCTION AND GRADED SCHOOL AT LEROY, ABOUT 6.5 MILES
 HX2686'SOUTH OF THE POST OFFICE AND ROAD JUNCTION AT WINDY, WIRT, ALONG
 HX2686'THE JACKSON-WIRT COUNTY LINE, ABOUT 0.7 MILE NORTH OF CROSSROADS
 HX2686'AT GARFIELD, IN THE Y OF JUNCTION OF A ROAD LEADING WEST AND
 HX2686'NORTHWEST, EAST AND BELOW A FARM HOUSE, BETWEEN THE GRAVEL ROAD
 HX2686'AND HOUSE, 36 FEET WEST OF CENTER LINE OF ROAD, 106 FEET SOUTHWEST
 HX2686'OF CENTER OF JUNCTION, SET VERTICALLY ABOUT 2 FEET ABOVE GROUND
 HX2686'IN THE SOUTHEAST FACE OF A 4-FOOT HIGH AND 10-FOOT WIDE ROCK IN
 HX2686'CLIFF AND ABOUT 6 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1751 ***********************************************************************
 HX1751  DESIGNATION -  R 93
 HX1751  PID         -  HX1751
 HX1751  STATE/COUNTY-  WV/ROANE
 HX1751  USGS QUAD   -  PENIEL (1957)
 HX1751
 HX1751                         *CURRENT SURVEY CONTROL
 HX1751  ___________________________________________________________________
 HX1751* NAD 83(1986)-  38 46 32.     (N)    081 28 51.     (W)     SCALED    
 HX1751* NAVD 88     -       258.894  (meters)     849.39   (feet)  ADJUSTED  
 HX1751  ___________________________________________________________________
 HX1751  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HX1751  DYNAMIC HT  -         258.723 (meters)     848.83  (feet)  COMP
 HX1751  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 HX1751
 HX1751  VERT ORDER  -  SECOND    CLASS 0
 HX1751
 HX1751.The horizontal coordinates were scaled from a topographic map and have
 HX1751.an estimated accuracy of +/- 6 seconds.
 HX1751
 HX1751.The orthometric height was determined by differential leveling
 HX1751.and adjusted by the National Geodetic Survey in June 1991..
 HX1751
 HX1751.The geoid height was determined by GEOID03.
 HX1751
 HX1751.The dynamic height is computed by dividing the NAVD 88
 HX1751.geopotential number by the normal gravity value computed on the
 HX1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1751.degrees latitude (g = 980.6199 gals.).
 HX1751
 HX1751.The modeled gravity was interpolated from observed gravity values.
 HX1751
 HX1751;                    North         East    Units  Estimated Accuracy
 HX1751;SPC WV S     -   197,180.      558,220.      MT  (+/- 180 meters Scaled)
 HX1751
 HX1751                          SUPERSEDED SURVEY CONTROL
 HX1751
 HX1751  NGVD 29 (??/??/92)  259.06   (m)          849.9    (f) COMPUTED    2 0
 HX1751
 HX1751.Superseded values are not recommended for survey control.
 HX1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1751.See file dsdata.txt to determine how the superseded data were derived.
 HX1751
 HX1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC582919(NAD 83)
 HX1751_MARKER: DB = BENCH MARK DISK
 HX1751_SETTING: 80 = SET IN A BOULDER
 HX1751_SP_SET: BOULDER
 HX1751_STAMPING: R 93 1956
 HX1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1751+STABILITY: SURFACE MOTION
 HX1751
 HX1751  HISTORY     - Date     Condition        Report By
 HX1751  HISTORY     - 1956     MONUMENTED       CGS
 HX1751  HISTORY     - 1976     GOOD             NGS
 HX1751
 HX1751                          STATION DESCRIPTION
 HX1751
 HX1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1751'4 MI S FROM PENIEL.
 HX1751'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING MIDDLE FORK
 HX1751'OF REEDY CREEK FROM THE JUNCTION OF U.S. HIGHWAY 33 AT PENIEL,
 HX1751'ABOUT 0.4 MILE SOUTH OF CLARENCE METHODIST CHURCH, 82 1/2 FEET
 HX1751'NORTHWEST OF CENTER OF JUNCTION OF ROADS LEADING SOUTHWEST AND
 HX1751'SOUTHEAST, 11 1/2 FEET NORTHEAST OF CENTER LINE OF ROAD, SET
 HX1751'VERTICALLY ABOUT 2 1/2 FEET ABOVE GROUND IN THE SOUTHWEST FACE
 HX1751'OF A 12-FOOT HIGH 25-FOOT LONG AND 10-FOOT WIDE EMBEDDED BOULDER,
 HX1751'1/2 FOOT NORTHWEST OF A SOUTH CORNER OF BOULDER, ABOUT 6 FEET
 HX1751'NORTHWEST OF OVERHANGING SOUTHEAST END OF BOULDER AND ABOUT
 HX1751'4 1/2 FEET ABOVE LEVEL OF ROAD.
 HX1751
 HX1751                          STATION RECOVERY (1976)
 HX1751
 HX1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2515 ***********************************************************************
 HX2515  DESIGNATION -  R 94
 HX2515  PID         -  HX2515
 HX2515  STATE/COUNTY-  WV/ROANE
 HX2515  USGS QUAD   -  KENTUCK (1975)
 HX2515
 HX2515                         *CURRENT SURVEY CONTROL
 HX2515  ___________________________________________________________________
 HX2515* NAD 83(1986)-  38 40 38.     (N)    081 31 01.     (W)     SCALED    
 HX2515* NAVD 88     -       229.890  (meters)     754.23   (feet)  ADJUSTED  
 HX2515  ___________________________________________________________________
 HX2515  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HX2515  DYNAMIC HT  -         229.736 (meters)     753.73  (feet)  COMP
 HX2515  MODELED GRAV-     979,951.2   (mgal)                       NAVD 88
 HX2515
 HX2515  VERT ORDER  -  SECOND    CLASS 0
 HX2515
 HX2515.The horizontal coordinates were scaled from a topographic map and have
 HX2515.an estimated accuracy of +/- 6 seconds.
 HX2515
 HX2515.The orthometric height was determined by differential leveling
 HX2515.and adjusted by the National Geodetic Survey in June 1991..
 HX2515
 HX2515.The geoid height was determined by GEOID03.
 HX2515
 HX2515.The dynamic height is computed by dividing the NAVD 88
 HX2515.geopotential number by the normal gravity value computed on the
 HX2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2515.degrees latitude (g = 980.6199 gals.).
 HX2515
 HX2515.The modeled gravity was interpolated from observed gravity values.
 HX2515
 HX2515;                    North         East    Units  Estimated Accuracy
 HX2515;SPC WV S     -   186,280.      555,020.      MT  (+/- 180 meters Scaled)
 HX2515
 HX2515                          SUPERSEDED SURVEY CONTROL
 HX2515
 HX2515  NGVD 29 (??/??/92)  230.064  (m)          754.80   (f) ADJ UNCH    2 0
 HX2515
 HX2515.Superseded values are not recommended for survey control.
 HX2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2515.See file dsdata.txt to determine how the superseded data were derived.
 HX2515
 HX2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC550810(NAD 83)
 HX2515_MARKER: DB = BENCH MARK DISK
 HX2515_SETTING: 66 = SET IN ROCK OUTCROP
 HX2515_SP_SET: ROCK CUT
 HX2515_STAMPING: R 94 1956
 HX2515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2515+STABILITY: POSITION/ELEVATION WELL
 HX2515
 HX2515  HISTORY     - Date     Condition        Report By
 HX2515  HISTORY     - 1956     MONUMENTED       CGS
 HX2515
 HX2515                          STATION DESCRIPTION
 HX2515
 HX2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2515'3.2 MI SW FROM HARMONY.
 HX2515'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM BRIDGE
 HX2515'OVER COX FORK AT HARMONY, THENCE ABOUT 1.1 MILES NORTHWEST ALONG
 HX2515'A GRAVEL ROAD LEADING TO STATTS MILLS THENCE ABOUT 1.9 MILES
 HX2515'SOUTHWEST ALONG A ROAD LEADING INTO HIGBY RUN, ABOUT 0.55 MILE
 HX2515'NORTHEAST ALONG ROAD INTO HIGBY RUN FROM JUNCTION OF A
 HX2515'NORTHWEST-SOUTHEAST GRAVEL ROAD FOLLOWING RIDGE, ABOUT 72 YARDS
 HX2515'SOUTHWEST OF A WOODEN BRIDGE OVER HIGBY RUN, SET VERTICALLY
 HX2515'IN THE SOUTHEAST FACE OF A 14-FOOT HIGH ROCK CUT, 10 FEET
 HX2515'NORTHWEST OF CENTER LINE OF ROAD, 39 FEET NORTHEAST OF SOUTHWEST
 HX2515'END OF ROCK CUT AND 3 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1799 ***********************************************************************
 HX1799  DESIGNATION -  R 95
 HX1799  PID         -  HX1799
 HX1799  STATE/COUNTY-  WV/KANAWHA
 HX1799  USGS QUAD   -  KETTLE (1975)
 HX1799
 HX1799                         *CURRENT SURVEY CONTROL
 HX1799  ___________________________________________________________________
 HX1799* NAD 83(1986)-  38 30 58.     (N)    081 29 08.     (W)     SCALED    
 HX1799* NAVD 88     -       208.725  (meters)     684.79   (feet)  ADJUSTED  
 HX1799  ___________________________________________________________________
 HX1799  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HX1799  DYNAMIC HT  -         208.582 (meters)     684.32  (feet)  COMP
 HX1799  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 HX1799
 HX1799  VERT ORDER  -  SECOND    CLASS 0
 HX1799
 HX1799.The horizontal coordinates were scaled from a topographic map and have
 HX1799.an estimated accuracy of +/- 6 seconds.
 HX1799
 HX1799.The orthometric height was determined by differential leveling
 HX1799.and adjusted by the National Geodetic Survey in June 1991..
 HX1799
 HX1799.The geoid height was determined by GEOID03.
 HX1799
 HX1799.The dynamic height is computed by dividing the NAVD 88
 HX1799.geopotential number by the normal gravity value computed on the
 HX1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1799.degrees latitude (g = 980.6199 gals.).
 HX1799
 HX1799.The modeled gravity was interpolated from observed gravity values.
 HX1799
 HX1799;                    North         East    Units  Estimated Accuracy
 HX1799;SPC WV S     -   168,380.      557,660.      MT  (+/- 180 meters Scaled)
 HX1799
 HX1799                          SUPERSEDED SURVEY CONTROL
 HX1799
 HX1799  NGVD 29 (??/??/92)  208.902  (m)          685.37   (f) ADJ UNCH    2 0
 HX1799
 HX1799.Superseded values are not recommended for survey control.
 HX1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1799.See file dsdata.txt to determine how the superseded data were derived.
 HX1799
 HX1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC576631(NAD 83)
 HX1799_MARKER: DB = BENCH MARK DISK
 HX1799_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1799_SP_SET: BRIDGE
 HX1799_STAMPING: R 95 1956
 HX1799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1799
 HX1799  HISTORY     - Date     Condition        Report By
 HX1799  HISTORY     - 1956     MONUMENTED       CGS
 HX1799
 HX1799                          STATION DESCRIPTION
 HX1799
 HX1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1799'1.1 MI NW FROM FRAME.
 HX1799'0.6 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AND
 HX1799'STORE AT FRAME, THENCE ABOUT 0.5 MILE NORTHWEST ALONG A GRAVEL ROAD
 HX1799'LEADING TO KETTLE, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 HX1799'CONCRETE HEAD WALL OF AN 11-FOOT CONCRETE AND STONE BRIDGE OVER A
 HX1799'CREEK BRANCH, 11 FEET SOUTHWEST OF CENTER LINE OF ROAD AND ABOUT
 HX1799'3/4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2071 ***********************************************************************
 HX2071  DESIGNATION -  R 96
 HX2071  PID         -  HX2071
 HX2071  STATE/COUNTY-  WV/KANAWHA
 HX2071  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2071
 HX2071                         *CURRENT SURVEY CONTROL
 HX2071  ___________________________________________________________________
 HX2071* NAD 83(1986)-  38 21 32.     (N)    081 35 38.     (W)     SCALED    
 HX2071* NAVD 88     -       186.325  (meters)     611.30   (feet)  ADJUSTED  
 HX2071  ___________________________________________________________________
 HX2071  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HX2071  DYNAMIC HT  -         186.194 (meters)     610.87  (feet)  COMP
 HX2071  MODELED GRAV-     979,918.6   (mgal)                       NAVD 88
 HX2071
 HX2071  VERT ORDER  -  SECOND    CLASS 0
 HX2071
 HX2071.This mark is at Yeager Airport (CRW)
 HX2071
 HX2071.The horizontal coordinates were scaled from a topographic map and have
 HX2071.an estimated accuracy of +/- 6 seconds.
 HX2071
 HX2071.The orthometric height was determined by differential leveling
 HX2071.and adjusted by the National Geodetic Survey in June 1991..
 HX2071
 HX2071.The geoid height was determined by GEOID03.
 HX2071
 HX2071.The dynamic height is computed by dividing the NAVD 88
 HX2071.geopotential number by the normal gravity value computed on the
 HX2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2071.degrees latitude (g = 980.6199 gals.).
 HX2071
 HX2071.The modeled gravity was interpolated from observed gravity values.
 HX2071
 HX2071;                    North         East    Units  Estimated Accuracy
 HX2071;SPC WV S     -   150,990.      548,100.      MT  (+/- 180 meters Scaled)
 HX2071
 HX2071                          SUPERSEDED SURVEY CONTROL
 HX2071
 HX2071  NGVD 29 (??/??/92)  186.517  (m)          611.93   (f) ADJ UNCH    2 0
 HX2071
 HX2071.Superseded values are not recommended for survey control.
 HX2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2071.See file dsdata.txt to determine how the superseded data were derived.
 HX2071
 HX2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC481458(NAD 83)
 HX2071_MARKER: DB = BENCH MARK DISK
 HX2071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2071_SP_SET: ABUTMENT
 HX2071_STAMPING: R 96 1956
 HX2071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2071
 HX2071  HISTORY     - Date     Condition        Report By
 HX2071  HISTORY     - 1956     MONUMENTED       CGS
 HX2071
 HX2071                          STATION DESCRIPTION
 HX2071
 HX2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2071'3 MI NE FROM CHARLESTON.
 HX2071'ABOUT 1.7 MILES NORTH AND NORTHEAST ALONG THE BALTIMORE AND OHIO
 HX2071'RAILROAD FROM THE FREIGHT STATION AND CROSSING OF BROAD STREET,
 HX2071'THENCE ABOUT 1.3 MILES EAST AND SOUTHEAST ALONG ELK TWO MILE
 HX2071'ROAD, ABOUT 1.15 MILES SOUTH ALONG AIRPORT ROAD FROM ADMINISTRATION
 HX2071'BUILDING AT KANAWAH COUNTY AIRPORT, ABOUT 85 YARDS SOUTH OF THE
 HX2071'JUNCTION OF ELK TWO MILE ROAD AND AIRPORT ROAD, ABOUT 45 YARDS
 HX2071'NORTH OF JUNCTION OF AIRPORT ROAD AND STATE HIGHWAY 14, IN THE
 HX2071'TOP OF EAST END OF SOUTH ABUTMENT OF A 140-FOOT CONCRETE BRIDGE
 HX2071'OVER ELK TWO MILE CREEK, 18 FEET EAST OF CENTER LINE OF ROAD AND
 HX2071'ABOUT LEVEL WITH BRIDGE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2560 ***********************************************************************
 HX2560  DESIGNATION -  R 97
 HX2560  PID         -  HX2560
 HX2560  STATE/COUNTY-  WV/KANAWHA
 HX2560  USGS QUAD   -  ROMANCE (1975)
 HX2560
 HX2560                         *CURRENT SURVEY CONTROL
 HX2560  ___________________________________________________________________
 HX2560* NAD 83(1986)-  38 34 07.     (N)    081 33 00.     (W)     SCALED    
 HX2560* NAVD 88     -       200.375  (meters)     657.40   (feet)  ADJUSTED  
 HX2560  ___________________________________________________________________
 HX2560  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HX2560  DYNAMIC HT  -         200.239 (meters)     656.95  (feet)  COMP
 HX2560  MODELED GRAV-     979,945.9   (mgal)                       NAVD 88
 HX2560
 HX2560  VERT ORDER  -  SECOND    CLASS 0
 HX2560
 HX2560.The horizontal coordinates were scaled from a topographic map and have
 HX2560.an estimated accuracy of +/- 6 seconds.
 HX2560
 HX2560.The orthometric height was determined by differential leveling
 HX2560.and adjusted by the National Geodetic Survey in June 1991..
 HX2560
 HX2560.The geoid height was determined by GEOID03.
 HX2560
 HX2560.The dynamic height is computed by dividing the NAVD 88
 HX2560.geopotential number by the normal gravity value computed on the
 HX2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2560.degrees latitude (g = 980.6199 gals.).
 HX2560
 HX2560.The modeled gravity was interpolated from observed gravity values.
 HX2560
 HX2560;                    North         East    Units  Estimated Accuracy
 HX2560;SPC WV S     -   174,240.      552,070.      MT  (+/- 180 meters Scaled)
 HX2560
 HX2560                          SUPERSEDED SURVEY CONTROL
 HX2560
 HX2560  NGVD 29 (??/??/92)  200.553  (m)          657.98   (f) ADJ UNCH    2 0
 HX2560
 HX2560.Superseded values are not recommended for survey control.
 HX2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2560.See file dsdata.txt to determine how the superseded data were derived.
 HX2560
 HX2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC520690(NAD 83)
 HX2560_MARKER: DB = BENCH MARK DISK
 HX2560_SETTING: 66 = SET IN ROCK OUTCROP
 HX2560_SP_SET: ROCK CUT
 HX2560_STAMPING: R 97 1956
 HX2560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2560+STABILITY: POSITION/ELEVATION WELL
 HX2560
 HX2560  HISTORY     - Date     Condition        Report By
 HX2560  HISTORY     - 1956     MONUMENTED       CGS
 HX2560
 HX2560                          STATION DESCRIPTION
 HX2560
 HX2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2560'8 MI NE FROM SISSONVILLE.
 HX2560'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2560'AT SISSIONVILLE, THENCE ABOUT 5.2 MILES EAST AND NORTHEAST
 HX2560'ALONG A BLACK TOP ROAD, THENCE ABOUT 1.35 MILES NORTHEAST
 HX2560'ALONG A DIRT ROAD FOLOWING POCATALICO RIVER, ABOUT 0.2 MILE
 HX2560'SOUTH-SOUTHWEST OF JUNCTION OF A ROAD NORTH ALONG ISLAND BRANCH,
 HX2560'ABOUT 0.95 MILE NORTHEAST OF JUNCTION OF A ROAD NORTH ALONG
 HX2560'HICUMBOTTOM RUN AND EMMA BELLE SCHOOL, 20 FEET WEST OF CENTER
 HX2560'LINE OF ROAD, SET VERTICALLY IN THE CENTER OF 1 1/2-FOOT HIGH
 HX2560'AND 6-FOOT WIDE ROCK PROJECTION IN A ROCKY CUT, 85 FEET
 HX2560'SOUTH-SOUTHWEST AND ACROSS ROAD FROM POWER POLE NO. 48-7522/
 HX2560'1079-D-14, AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2580 ***********************************************************************
 HX2580  DESIGNATION -  R 98
 HX2580  PID         -  HX2580
 HX2580  STATE/COUNTY-  WV/KANAWHA
 HX2580  USGS QUAD   -  SISSONVILLE (1958)
 HX2580
 HX2580                         *CURRENT SURVEY CONTROL
 HX2580  ___________________________________________________________________
 HX2580* NAD 83(1986)-  38 30 14.     (N)    081 42 38.     (W)     SCALED    
 HX2580* NAVD 88     -       186.238  (meters)     611.02   (feet)  ADJUSTED  
 HX2580  ___________________________________________________________________
 HX2580  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HX2580  DYNAMIC HT  -         186.109 (meters)     610.59  (feet)  COMP
 HX2580  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 HX2580
 HX2580  VERT ORDER  -  SECOND    CLASS 0
 HX2580
 HX2580.The horizontal coordinates were scaled from a topographic map and have
 HX2580.an estimated accuracy of +/- 6 seconds.
 HX2580
 HX2580.The orthometric height was determined by differential leveling
 HX2580.and adjusted by the National Geodetic Survey in June 1991..
 HX2580
 HX2580.The geoid height was determined by GEOID03.
 HX2580
 HX2580.The dynamic height is computed by dividing the NAVD 88
 HX2580.geopotential number by the normal gravity value computed on the
 HX2580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2580.degrees latitude (g = 980.6199 gals.).
 HX2580
 HX2580.The modeled gravity was interpolated from observed gravity values.
 HX2580
 HX2580;                    North         East    Units  Estimated Accuracy
 HX2580;SPC WV S     -   167,150.      538,020.      MT  (+/- 180 meters Scaled)
 HX2580
 HX2580                          SUPERSEDED SURVEY CONTROL
 HX2580
 HX2580  NGVD 29 (??/??/92)  186.426  (m)          611.63   (f) ADJ UNCH    2 0
 HX2580
 HX2580.Superseded values are not recommended for survey control.
 HX2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2580.See file dsdata.txt to determine how the superseded data were derived.
 HX2580
 HX2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC380619(NAD 83)
 HX2580_MARKER: DB = BENCH MARK DISK
 HX2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2580_STAMPING: R 98 1956
 HX2580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2580+STABILITY: SURFACE MOTION
 HX2580
 HX2580  HISTORY     - Date     Condition        Report By
 HX2580  HISTORY     - 1956     MONUMENTED       CGS
 HX2580
 HX2580                          STATION DESCRIPTION
 HX2580
 HX2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2580'9.3 MI W FROM SISSONVILLE.
 HX2580'ABOUT 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 21 FROM THE HIGH
 HX2580'SCHOOL AT SISSONVILLE, THENCE ABOUT 3.0 MILES NORTHWEST AND
 HX2580'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 1.15 MILES
 HX2580'NORTHWEST ALONG A GRAVEL ROAD FOLLOWING DERRICK CREEK, THENCE
 HX2580'ABOUT 1.4 MILES WEST ALONG A ROAD LEADING OVER GAP INTO FROG
 HX2580'CREEK, THENCE ABOUT 1.45 MILES SOUTH AND SOUTHWEST ALONG A
 HX2580'GRAVEL ROAD FOLLOWING FROG CREEK, ABOUT 0.3 MILE NORTHEAST
 HX2580'OF JUNCTION OF A BLACK TOP ROAD AND NORTH END OF STEEL BRIDGE
 HX2580'OVER POCATALICO RIVER, 57 FEET SOUTHEAST OF CENTER LINE OF
 HX2580'ROAD, 9 FEET NORTHEAST OF CENTER LINE OF DRIVE SOUTHEAST, 1.8
 HX2580'FEET NORTHEAST OF WEST FENCE CORNER AROUND LAWN OF A LOW WHITE
 HX2580'FRAME HOUSE, 45 1/2 FEET WEST-NORTHWEST OF WEST CORNER OF HOUSE,
 HX2580'2 FEET SOUTHWEST OF WHITE WOODEN WITNESS POST, ABOUT 6 FEET
 HX2580'BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HX2580'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2542 ***********************************************************************
 HX2542  DESIGNATION -  R 99
 HX2542  PID         -  HX2542
 HX2542  STATE/COUNTY-  WV/PUTNAM
 HX2542  USGS QUAD   -  BANCROFT (1975)
 HX2542
 HX2542                         *CURRENT SURVEY CONTROL
 HX2542  ___________________________________________________________________
 HX2542* NAD 83(1986)-  38 32 17.     (N)    081 46 06.     (W)     SCALED    
 HX2542* NAVD 88     -       202.220  (meters)     663.45   (feet)  ADJUSTED  
 HX2542  ___________________________________________________________________
 HX2542  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HX2542  DYNAMIC HT  -         202.080 (meters)     662.99  (feet)  COMP
 HX2542  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 HX2542
 HX2542  VERT ORDER  -  SECOND    CLASS 0
 HX2542
 HX2542.The horizontal coordinates were scaled from a topographic map and have
 HX2542.an estimated accuracy of +/- 6 seconds.
 HX2542
 HX2542.The orthometric height was determined by differential leveling
 HX2542.and adjusted by the National Geodetic Survey in June 1991..
 HX2542
 HX2542.The geoid height was determined by GEOID03.
 HX2542
 HX2542.The dynamic height is computed by dividing the NAVD 88
 HX2542.geopotential number by the normal gravity value computed on the
 HX2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2542.degrees latitude (g = 980.6199 gals.).
 HX2542
 HX2542.The modeled gravity was interpolated from observed gravity values.
 HX2542
 HX2542;                    North         East    Units  Estimated Accuracy
 HX2542;SPC WV S     -   170,990.      533,020.      MT  (+/- 180 meters Scaled)
 HX2542
 HX2542                          SUPERSEDED SURVEY CONTROL
 HX2542
 HX2542  NGVD 29 (??/??/92)  202.411  (m)          664.08   (f) ADJ UNCH    2 0
 HX2542
 HX2542.Superseded values are not recommended for survey control.
 HX2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2542.See file dsdata.txt to determine how the superseded data were derived.
 HX2542
 HX2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC330657(NAD 83)
 HX2542_MARKER: DB = BENCH MARK DISK
 HX2542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2542_SP_SET: FOUNDATION
 HX2542_STAMPING: R 99 1956
 HX2542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2542
 HX2542  HISTORY     - Date     Condition        Report By
 HX2542  HISTORY     - 1956     MONUMENTED       CGS
 HX2542
 HX2542                          STATION DESCRIPTION
 HX2542
 HX2542'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2542'AT HEIZER.
 HX2542'AT HEIZER, ABOUT 0.1 MILE SOUTH OF CONFLUENCE OF HEIZER CREEK
 HX2542'AND CLEAR FORK, SET VERTICALLY 1.9 FEET ABOVE GROUND IN THE WEST
 HX2542'FACE OF CONCRETE FOUNDATION OF THE SCHOOL, 41 FEET EAST OF CENTER
 HX2542'LINE OF ROAD, 1.2 FEET SOUTH OF NORTHWEST CORNER OF BUILDING
 HX2542'AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED
 HX2542'FROM RAYMOND CITY, PUTNAM COUNTY, BY GOING ABOUT 0.2 MILES
 HX2542'NORTHWEST ALONG U.S. HIGHWAY 35 FROM BRIDGE OVER POCATALICO
 HX2542'RIVER, THENCE ABOUT 6.85 MILES NORTHEAST ALONG A BLACK TOP AND
 HX2542'GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9347 ***********************************************************************
 AA9347  FBN         -  This is a Federal Base Network Control Station.
 AA9347  DESIGNATION -  R HAYES
 AA9347  PID         -  AA9347
 AA9347  STATE/COUNTY-  WV/LEWIS
 AA9347  USGS QUAD   -  PETERSON (1989)
 AA9347
 AA9347                         *CURRENT SURVEY CONTROL
 AA9347  ___________________________________________________________________
 AA9347* NAD 83(1995)-  38 54 47.26584(N)    080 35 44.73352(W)     ADJUSTED  
 AA9347* NAVD 88     -       368.6    (meters)    1209.     (feet)  GPS OBS   
 AA9347  ___________________________________________________________________
 AA9347  EPOCH DATE  -        1995.00
 AA9347  X           -     812,036.136 (meters)                     COMP
 AA9347  Y           -  -4,902,860.583 (meters)                     COMP
 AA9347  Z           -   3,985,028.880 (meters)                     COMP
 AA9347  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 AA9347  ELLIP HEIGHT-         336.20  (meters)          (04/23/01) GPS OBS
 AA9347  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 AA9347
 AA9347  HORZ ORDER  -  B
 AA9347  ELLP ORDER  -  FOURTH    CLASS I
 AA9347
 AA9347.The horizontal coordinates were established by GPS observations
 AA9347.and adjusted by the National Geodetic Survey in December 1995..
 AA9347.The horizontal coordinates are valid at the epoch date displayed above.
 AA9347.The epoch date for horizontal control is a decimal equivalence
 AA9347.of Year/Month/Day.
 AA9347
 AA9347.The orthometric height was determined by GPS observations and a
 AA9347.high-resolution geoid model.
 AA9347
 AA9347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9347
 AA9347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9347
 AA9347.The ellipsoidal height was determined by GPS observations
 AA9347.and is referenced to NAD 83.
 AA9347
 AA9347.The geoid height was determined by GEOID03.
 AA9347
 AA9347;                    North         East     Units Scale Factor Converg.
 AA9347;SPC WV S     -   212,421.242   635,060.813   MT  1.00000648   +0 14 59.6
 AA9347;UTM  17      - 4,307,214.191   535,046.734   MT  0.99961512   +0 15 14.1
 AA9347
 AA9347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9347!SPC WV S     -   0.99994725  x   1.00000648  =   0.99995373
 AA9347!UTM  17      -   0.99994725  x   0.99961512  =   0.99956239
 AA9347
 AA9347                          SUPERSEDED SURVEY CONTROL
 AA9347
 AA9347  ELLIP H (12/04/95)  336.22   (m)                       GP(1995.00) 4 1
 AA9347
 AA9347.Superseded values are not recommended for survey control.
 AA9347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9347.See file dsdata.txt to determine how the superseded data were derived.
 AA9347
 AA9347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND3504707214(NAD 83)
 AA9347_MARKER: I = METAL ROD
 AA9347_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA9347+WITH SETTING: INFORMATION.
 AA9347_STAMPING: R. HAYES 1995
 AA9347_MARK LOGO: NGS   
 AA9347_PROJECTION: FLUSH
 AA9347_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9347+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 AA9347_ROD/PIPE-DEPTH: 2.20 meters
 AA9347_SLEEVE-DEPTH  : 0.90 meters
 AA9347
 AA9347  HISTORY     - Date     Condition        Report By
 AA9347  HISTORY     - 1995     MONUMENTED       NGS
 AA9347  HISTORY     - 20000223 GOOD             NGS
 AA9347
 AA9347                          STATION DESCRIPTION
 AA9347
 AA9347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AA9347'THE STATION IS LOCATED ABOUT 8.78 KM (5.45 MI) NORTH OF BURNSVILLE
 AA9347'(EXIT 79), AT A REST AREA NORTH OF THE SOUTHBOUND LANES OF INTERSTATE
 AA9347'HIGHWAY 79, IN A SMALL GRASS TRIANGLE SOUTH OF THE REST AREA BUILDING
 AA9347'AND WEST OF THE HANDICAP RAMP.  OWNERSHIP--WEST VIRGINIA DEPARTMENT OF
 AA9347'TRANSPORTATION.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 79
 AA9347'AND US HIGHWAY 19 (EXIT 91) ABOUT 19 KM (11.80 MI) NORTH OF
 AA9347'BURNSVILLE, GO SOUTH ON HIGHWAY 79 FOR 10.3 KM (6.40 MI) TO THE REST
 AA9347'AREA ENTRANCE.  BEAR RIGHT ALONG CAR LANE FOR 0.44 KM (0.25 MI) TO THE
 AA9347'STATION ON THE RIGHT IN FRONT OF THE BUILDING AND WEST OF THE HANDICAP
 AA9347'RAMP.  TOP OF ROD IS RECESSED 12 CM BELOW GROUND.  LOCATED 17.1 M
 AA9347'(56.1 FT) SOUTH OF THE SOUTH CORNER OF THE BUILDING, 6.9 M (22.6 FT)
 AA9347'NORTH OF THE CAR LANE CENTER, 4.0 M (13.1 FT) EAST-SOUTHEAST OF THE
 AA9347'CENTER OF A 0.6 M (2.0 FT) DIAMETER MANHOLE COVER, 3.5 M (11.5 FT)
 AA9347'WEST OF THE HANDICAP RAMP CENTER, 3.5 M (11.5 FT) SOUTH OF AN
 AA9347'EAST-WEST SIDEWALK AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE CAR LANE
 AA9347'CENTER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA9347'SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  ROD WAS DRIVEN TO
 AA9347'REFUSAL AND IS ANCHORED.
 AA9347
 AA9347                          STATION RECOVERY (2000)
 AA9347
 AA9347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AA9347'RECOVERED AS DESCRIBED.  ADD MEASUREMENT 6.7 M (22.0 FT) SOUTHEAST
 AA9347'OF LIGHT POST NUMBER 36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2020 ***********************************************************************
 HX2020  DESIGNATION -  R V 30
 HX2020  PID         -  HX2020
 HX2020  STATE/COUNTY-  WV/KANAWHA
 HX2020  USGS QUAD   -  CHARLESTON WEST (1976)
 HX2020
 HX2020                         *CURRENT SURVEY CONTROL
 HX2020  ___________________________________________________________________
 HX2020* NAD 83(1986)-  38 21 50.     (N)    081 38 43.     (W)     SCALED    
 HX2020* NAVD 88     -       184.839  (meters)     606.43   (feet)  ADJUSTED  
 HX2020  ___________________________________________________________________
 HX2020  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HX2020  DYNAMIC HT  -         184.710 (meters)     606.00  (feet)  COMP
 HX2020  MODELED GRAV-     979,927.7   (mgal)                       NAVD 88
 HX2020
 HX2020  VERT ORDER  -  FIRST     CLASS II
 HX2020
 HX2020.The horizontal coordinates were scaled from a topographic map and have
 HX2020.an estimated accuracy of +/- 6 seconds.
 HX2020
 HX2020.The orthometric height was determined by differential leveling
 HX2020.and adjusted by the National Geodetic Survey in June 1991..
 HX2020
 HX2020.The geoid height was determined by GEOID03.
 HX2020
 HX2020.The dynamic height is computed by dividing the NAVD 88
 HX2020.geopotential number by the normal gravity value computed on the
 HX2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2020.degrees latitude (g = 980.6199 gals.).
 HX2020
 HX2020.The modeled gravity was interpolated from observed gravity values.
 HX2020
 HX2020;                    North         East    Units  Estimated Accuracy
 HX2020;SPC WV S     -   151,570.      543,610.      MT  (+/- 180 meters Scaled)
 HX2020
 HX2020                          SUPERSEDED SURVEY CONTROL
 HX2020
 HX2020  NGVD 29 (??/??/92)  185.036  (m)          607.07   (f) ADJ UNCH    1 2
 HX2020
 HX2020.Superseded values are not recommended for survey control.
 HX2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2020.See file dsdata.txt to determine how the superseded data were derived.
 HX2020
 HX2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC436463(NAD 83)
 HX2020_MARKER: R = RIVET
 HX2020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2020_SP_SET: SIGNAL BASE
 HX2020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2020
 HX2020  HISTORY     - Date     Condition        Report By
 HX2020  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2020  HISTORY     - 1959     GOOD             NGS
 HX2020
 HX2020                          STATION DESCRIPTION
 HX2020
 HX2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX2020'AT CHARLESTON.
 HX2020'AT CHARLESTON, ABOUT 1.45 MILES NORTHWEST ALONG THE NEW YORK
 HX2020'CENTRAL RAILROAD FROM THE STATION, AT THE CROSSING OF WEST
 HX2020'LEE STREET, 11 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH ONE
 HX2020'OF TWO TRACKS, IN TOP OF THE NORTH END OF THE CONCRETE BASE TO
 HX2020'THE FLASHING SIGNAL ON THE SOUTH SIDE OF THE TRACK DIRECTLY IN
 HX2020'THE CENTER LINE OF LEE STREET, 1/2 FEET SOUTHEAST OF THE NORTHWEST
 HX2020'END OF THE BASE, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2816 ***********************************************************************
 HX2816  DESIGNATION -  RACINE
 HX2816  PID         -  HX2816
 HX2816  STATE/COUNTY-  WV/MASON
 HX2816  USGS QUAD   -  NEW HAVEN (1994)
 HX2816
 HX2816                         *CURRENT SURVEY CONTROL
 HX2816  ___________________________________________________________________
 HX2816* NAD 83(1986)-  38 55 25.     (N)    081 54 27.     (W)     SCALED    
 HX2816* NAVD 88     -       182.087  (meters)     597.40   (feet)  ADJUSTED  
 HX2816  ___________________________________________________________________
 HX2816  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HX2816  DYNAMIC HT  -         181.972 (meters)     597.02  (feet)  COMP
 HX2816  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 HX2816
 HX2816  VERT ORDER  -  FIRST     CLASS II
 HX2816
 HX2816.The horizontal coordinates were scaled from a topographic map and have
 HX2816.an estimated accuracy of +/- 6 seconds.
 HX2816
 HX2816.The orthometric height was determined by differential leveling
 HX2816.and adjusted by the National Geodetic Survey in June 1991..
 HX2816
 HX2816.The geoid height was determined by GEOID03.
 HX2816
 HX2816.The dynamic height is computed by dividing the NAVD 88
 HX2816.geopotential number by the normal gravity value computed on the
 HX2816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2816.degrees latitude (g = 980.6199 gals.).
 HX2816
 HX2816.The modeled gravity was interpolated from observed gravity values.
 HX2816
 HX2816;                    North         East    Units  Estimated Accuracy
 HX2816;SPC WV S     -   213,890.      521,300.      MT  (+/- 180 meters Scaled)
 HX2816
 HX2816                          SUPERSEDED SURVEY CONTROL
 HX2816
 HX2816.No superseded survey control is available for this station.
 HX2816
 HX2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD213086(NAD 83)
 HX2816_MARKER: DS = TRIANGULATION STATION DISK
 HX2816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2816_SP_SET: CONCRETE POST
 HX2816_STAMPING: RACINE 1975
 HX2816_MARK LOGO: NGS   
 HX2816_PROJECTION: FLUSH
 HX2816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2816+STABILITY: SURFACE MOTION
 HX2816
 HX2816  HISTORY     - Date     Condition        Report By
 HX2816  HISTORY     - 1975     MONUMENTED       NGS
 HX2816  HISTORY     - 1984     GOOD             NGS
 HX2816
 HX2816                          STATION DESCRIPTION
 HX2816
 HX2816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2816'10.8 KM (6.7 MI) SE FROM NEW HAVEN.
 HX2816'10.3 KM (6.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE CITY
 HX2816'MUNICIPAL BUILDING IN NEW HAVEN TO THE JUNCTION OF THE ENTRANCE ROAD
 HX2816'OF THE RACINE LOCKS AND DAM, THENCE 0.2 KM (0.1 MI) EAST ALONG THE
 HX2816'ROAD TO A FORK, THENCE 0.3 KM (0.2 MI) NORTHEAST ALONG A PAVED ROAD
 HX2816'LEADING INTO A PARK ALONG THE OHIO RIVER, ABOUT 45.7 METERS (150.0 FT)
 HX2816'EAST OF THE PARKING AREA JUST SOUTHWEST OF THE REST ROOMS FOR THE
 HX2816'PARK, 21.18 METERS (69.5 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 HX2816'SIDEWALK LEADING INTO AN OVERLOOK AREA WITH A BULLETIN BOARD,
 HX2816'17.52 METERS (57.5 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST END OF A
 HX2816'1.8 METER (6 FT) HIGH BRICK BULLETIN BOARD, 2.74 METERS (9.0 FT)
 HX2816'SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK PARALLELING THE RIVER.
 HX2816'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3154 ***********************************************************************
 HX3154  DESIGNATION -  RACINE
 HX3154  PID         -  HX3154
 HX3154  STATE/COUNTY-  WV/MASON
 HX3154  USGS QUAD   -  NEW HAVEN (1994)
 HX3154
 HX3154                         *CURRENT SURVEY CONTROL
 HX3154  ___________________________________________________________________
 HX3154* NAD 83(1995)-  38 55 25.49822(N)    081 54 28.35768(W)     ADJUSTED  
 HX3154* NAVD 88     -       182.5    (meters)     599.     (feet)  VERTCON   
 HX3154  ___________________________________________________________________
 HX3154  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 HX3154  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HX3154
 HX3154  HORZ ORDER  -  SECOND
 HX3154
 HX3154.The horizontal coordinates were established by classical geodetic methods
 HX3154.and adjusted by the National Geodetic Survey in April 1998..
 HX3154
 HX3154.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3154
 HX3154.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3154
 HX3154.The geoid height was determined by GEOID03.
 HX3154
 HX3154;                    North         East     Units Scale Factor Converg.
 HX3154;SPC WV S     -   213,909.376   521,270.088   MT  1.00000886   -0 33 40.5
 HX3154;SPC OH S     -   102,717.086   651,346.473   MT  0.99996802   +0 22 32.6
 HX3154;UTM  17      - 4,308,706.803   421,300.318   MT  0.99967627   -0 34 13.6
 HX3154
 HX3154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3154!SPC WV S     -   0.99997670  x   1.00000886  =   0.99998556
 HX3154!SPC OH S     -   0.99997670  x   0.99996802  =   0.99994472
 HX3154!UTM  17      -   0.99997670  x   0.99967627  =   0.99965297
 HX3154
 HX3154|---------------------------------------------------------------------|
 HX3154| PID    Reference Object                     Distance      Geod. Az  |
 HX3154|                                                           dddmmss.s |
 HX3154| DC4148 RACINE RM 1                           7.695 METERS 10626     |
 HX3154| DC4149 RACINE RM 2                           8.773 METERS 21250     |
 HX3154| HX2815 RACINE AZ MK                        336.403 METERS 23924     |
 HX3154|---------------------------------------------------------------------|
 HX3154
 HX3154                          SUPERSEDED SURVEY CONTROL
 HX3154
 HX3154  NAD 83(1995)-  38 55 25.50220(N)    081 54 28.36339(W) AD(       ) 2
 HX3154  NAD 83(1986)-  38 55 25.50363(N)    081 54 28.36234(W) AD(       ) 2
 HX3154  NAD 27      -  38 55 25.21513(N)    081 54 28.87275(W) AD(       ) 2
 HX3154  NGVD 29 (07/19/86)  182.7    (m)          599.     (f) VERT ANG       
 HX3154
 HX3154.Superseded values are not recommended for survey control.
 HX3154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3154.See file dsdata.txt to determine how the superseded data were derived.
 HX3154
 HX3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2130008707(NAD 83)
 HX3154_MARKER: DD = SURVEY DISK
 HX3154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3154_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HX3154
 HX3154  HISTORY     - Date     Condition        Report By
 HX3154  HISTORY     - 1976     MONUMENTED       NGS
 HX3154
 HX3154                          STATION DESCRIPTION
 HX3154
 HX3154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3154'THE STATION IS ABOUT 4 MILES SOUTH OF RACINE, OHIO, 4 MILES
 HX3154'NORTHWEST OF MT. ALTO, WEST VIRGINIA, 3 MILES NORTHEAST OF
 HX3154'LETART, WEST VIRGINIA, ON THE WEST SIDE OF THE OHIO RIVER
 HX3154'AND ON PROPERTY OF THE U.S. ARMY CORPS OF ENGINEERS NEAR THE
 HX3154'RACINE LOCKS AND DAM.
 HX3154'
 HX3154'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND
 HX3154'STATE HIGHWAY 2 IN MT. ALTO, WEST VIRGINIA, GO WESTERLY ON
 HX3154'HIGHWAY 33 FOR 7.1 MILES TO A SIDE ROAD RIGHT AT THE RACINE
 HX3154'LOCKS AND DAM.  TURN RIGHT AND GO EASTERLY FOR 0.1 MILE TO THE
 HX3154'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.05 MILE TO A
 HX3154'FORK.  KEEP LEFT FORK FOR 0.05 MILE TO A FORK.  KEEP RIGHT
 HX3154'FORK FOR 0.15 MILE TO A PARKING AREA JUST WEST OF THE RESTROOM
 HX3154'AND THE STATION, ABOUT 150 FEET TO THE EAST.
 HX3154'
 HX3154'STATION MARKS ARE STANDARD DISKS STAMPED---RACINE 1975---.  THE
 HX3154'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HX3154'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 64 FEET NORTHEAST
 HX3154'OF A METAL POLE WITH A LIGHT ATOP, 58 FEET SOUTH-SOUTHWEST OF
 HX3154'THE SOUTHEAST END OF AN INFORMATION BOARD AND 8 FEET EAST OF THE
 HX3154'EAST EDGE OF A SIDEWALK.  THE UNDERGROUND DISK IS SET IN AN
 HX3154'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND.
 HX3154'
 HX3154'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---RACINE NO 1 1975---,
 HX3154'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HX3154'IS FLUSH WITH THE GROUND.  IT IS 32 FEET EAST OF THE EAST EDGE
 HX3154'OF THE SIDEWALK, 7 FEET SOUTHEAST OF A SHRUB, 8 FEET NORTH
 HX3154'OF A SHRUB AND ABOUT THE SAME ELEVATION OF THE STATION.
 HX3154'
 HX3154'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---RACINE NO 2 1975---,
 HX3154'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HX3154'IS FLUSH WITH THE GROUND.  IT IS 38.5 FEET NORTHEAST OF A METAL
 HX3154'POLE WITH A LIGHT ATOP, 12 FEET EAST OF THE EAST EDGE OF THE
 HX3154'SIDEWALK AND ABOUT THE SAME ELEVATION OF THE STATION.
 HX3154'
 HX3154'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED---RACINE
 HX3154'AZ 1975---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HX3154'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 45 FEET EAST OF
 HX3154'THE NORTHEAST END OF A OVERPASS ABUTMENT, 22 FEET NORTH OF THE
 HX3154'APPROXIMATE CENTER OF A PAVED ROAD, 2.5 FEET WEST-NORTHWEST
 HX3154'OF A METAL WITNESS POST AND 2 FEET NORTH OF A METAL RAILING.
 HX3154'
 HX3154'HEIGHT OF LIGHT ABOVE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2815 ***********************************************************************
 HX2815  DESIGNATION -  RACINE AZ MK
 HX2815  PID         -  HX2815
 HX2815  STATE/COUNTY-  WV/MASON
 HX2815  USGS QUAD   -  NEW HAVEN (1994)
 HX2815
 HX2815                         *CURRENT SURVEY CONTROL
 HX2815  ___________________________________________________________________
 HX2815* NAD 83(1995)-  38 55 19.94405(N)    081 54 40.37717(W)     ADJUSTED  
 HX2815* NAVD 88     -       183.945  (meters)     603.49   (feet)  ADJUSTED  
 HX2815  ___________________________________________________________________
 HX2815  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 HX2815  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HX2815  DYNAMIC HT  -         183.829 (meters)     603.11  (feet)  COMP
 HX2815  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 HX2815
 HX2815  HORZ ORDER  -  SECOND
 HX2815  VERT ORDER  -  FIRST     CLASS II
 HX2815
 HX2815.The horizontal coordinates were established by classical geodetic methods
 HX2815.and adjusted by the National Geodetic Survey in April 1998..
 HX2815
 HX2815.The orthometric height was determined by differential leveling
 HX2815.and adjusted by the National Geodetic Survey in June 1991..
 HX2815
 HX2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2815
 HX2815.The geoid height was determined by GEOID03.
 HX2815
 HX2815.The dynamic height is computed by dividing the NAVD 88
 HX2815.geopotential number by the normal gravity value computed on the
 HX2815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2815.degrees latitude (g = 980.6199 gals.).
 HX2815
 HX2815.The modeled gravity was interpolated from observed gravity values.
 HX2815
 HX2815;                    North         East     Units Scale Factor Converg.
 HX2815;SPC WV S     -   213,740.949   520,978.882   MT  1.00000851   -0 33 47.9
 HX2815;SPC OH S     -   102,543.927   651,058.071   MT  0.99996823   +0 22 24.9
 HX2815;UTM  17      - 4,308,538.479   421,009.181   MT  0.99967683   -0 34 21.1
 HX2815
 HX2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2815!SPC WV S     -   0.99997647  x   1.00000851  =   0.99998498
 HX2815!SPC OH S     -   0.99997647  x   0.99996823  =   0.99994470
 HX2815!UTM  17      -   0.99997647  x   0.99967683  =   0.99965331
 HX2815
 HX2815|---------------------------------------------------------------------|
 HX2815| PID    Reference Object                     Distance      Geod. Az  |
 HX2815|                                                           dddmmss.s |
 HX2815| HX3154 RACINE                              336.403 METERS 05924     |
 HX2815|---------------------------------------------------------------------|
 HX2815
 HX2815                          SUPERSEDED SURVEY CONTROL
 HX2815
 HX2815  NAD 83(1995)-  38 55 19.94804(N)    081 54 40.38290(W) AD(       ) 2
 HX2815  NAD 83(1986)-  38 55 19.94949(N)    081 54 40.38189(W) AD(       ) 2
 HX2815  NAD 27      -  38 55 19.66091(N)    081 54 40.89190(W) AD(       ) 2
 HX2815  NGVD 29 (07/19/86)  184.6    (m)          606.     (f) VERT ANG       
 HX2815
 HX2815.Superseded values are not recommended for survey control.
 HX2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2815.See file dsdata.txt to determine how the superseded data were derived.
 HX2815
 HX2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2100908538(NAD 83)
 HX2815_MARKER: DZ = AZIMUTH MARK DISK
 HX2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2815_STAMPING: RACINE AZ 1975
 HX2815_MARK LOGO: NGS   
 HX2815_PROJECTION: FLUSH
 HX2815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2815+STABILITY: SURFACE MOTION
 HX2815
 HX2815  HISTORY     - Date     Condition        Report By
 HX2815  HISTORY     - 1975     MONUMENTED       NGS
 HX2815  HISTORY     - 1984     GOOD             NGS
 HX2815
 HX2815                          STATION DESCRIPTION
 HX2815
 HX2815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HX2815'AN EDM TRAVERSE TIE WAS MADE FROM RACINE 1976.
 HX2815
 HX2815                          STATION RECOVERY (1984)
 HX2815
 HX2815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2815'10.4 KM (6.5 MI) SE FROM NEW HAVEN.
 HX2815'10.3 KM (6.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE CITY
 HX2815'MUNICIPAL BUILDING IN NEW HAVEN TO THE ENTRANCE ROAD OF THE RACINE
 HX2815'LOCKS AND DAM, THENCE 0.2 KM (0.1 MI) EAST ALONG THE ROAD TO THE MARK
 HX2815'ON THE LEFT, 7.62 METERS (25.0 FT) NORTH OF THE CENTERLINE OF THE
 HX2815'ROAD, 13.25 METERS (43.5 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 HX2815'THE EAST ABUTMENT OF A BRIDGE OVER THE BALTIMORE AND OHIO RAILROAD,
 HX2815'1.37 METERS (4.5 FT) EAST-NORTHEAST OF THE 4TH METAL I-BEAM FROM THE
 HX2815'WEST END OF A METAL GUARD RAIL.
 HX2815'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 HX2815'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1956 ***********************************************************************
 JX1956  CBN         -  This is a Cooperative Base Network Control Station.
 JX1956  DESIGNATION -  RACKET
 JX1956  PID         -  JX1956
 JX1956  STATE/COUNTY-  WV/RITCHIE
 JX1956  USGS QUAD   -  BURNT HOUSE (1976)
 JX1956
 JX1956                         *CURRENT SURVEY CONTROL
 JX1956  ___________________________________________________________________
 JX1956* NAD 83(1995)-  39 02 40.35872(N)    080 55 57.73390(W)     ADJUSTED  
 JX1956* NAVD 88     -       394.5    (meters)    1294.     (feet)  GPS OBS   
 JX1956  ___________________________________________________________________
 JX1956  X           -     781,746.308 (meters)                     COMP
 JX1956  Y           -  -4,898,507.629 (meters)                     COMP
 JX1956  Z           -   3,996,386.439 (meters)                     COMP
 JX1956  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 JX1956  ELLIP HEIGHT-         361.25  (meters)          (04/23/01) GPS OBS
 JX1956  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JX1956
 JX1956  HORZ ORDER  -  A
 JX1956  ELLP ORDER  -  FOURTH    CLASS I
 JX1956
 JX1956.The horizontal coordinates were established by GPS observations
 JX1956.and adjusted by the National Geodetic Survey in April 2001..
 JX1956
 JX1956.The orthometric height was determined by GPS observations and a
 JX1956.high-resolution geoid model.
 JX1956
 JX1956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX1956
 JX1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1956
 JX1956.The ellipsoidal height was determined by GPS observations
 JX1956.and is referenced to NAD 83.
 JX1956
 JX1956.The geoid height was determined by GEOID03.
 JX1956
 JX1956;                    North         East     Units Scale Factor Converg.
 JX1956;SPC WV N     -    61,442.747   475,974.137   MT  0.99999188   -0 54 49.5
 JX1956;SPC WV S     -   226,936.229   605,826.188   MT  1.00003833   +0 02 29.8
 JX1956;UTM  17      - 4,321,721.862   505,823.635   MT  0.99960042   +0 02 32.6
 JX1956
 JX1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1956!SPC WV N     -   0.99994332  x   0.99999188  =   0.99993521
 JX1956!SPC WV S     -   0.99994332  x   1.00003833  =   0.99998165
 JX1956!UTM  17      -   0.99994332  x   0.99960042  =   0.99954377
 JX1956
 JX1956|---------------------------------------------------------------------|
 JX1956| PID    Reference Object                     Distance      Geod. Az  |
 JX1956|                                                           dddmmss.s |
 JX1956| CX5239 RACKET RM 1                          17.856 METERS 08756     |
 JX1956| CX5238 RACKET AZ MK                                       0901032.8 |
 JX1956| CX5240 RACKET RM 2                          20.538 METERS 12500     |
 JX1956|---------------------------------------------------------------------|
 JX1956
 JX1956                          SUPERSEDED SURVEY CONTROL
 JX1956
 JX1956  NAD 83(1995)-  39 02 40.35978(N)    080 55 57.73552(W) AD(       ) 3
 JX1956  NAD 83(1986)-  39 02 40.36504(N)    080 55 57.74396(W) AD(       ) 3
 JX1956  NAD 27      -  39 02 40.05560(N)    080 55 58.36150(W) AD(       ) 3
 JX1956  NGVD 29 (07/19/86)  394.7    (m)         1295.     (f) VERT ANG       
 JX1956
 JX1956.Superseded values are not recommended for survey control.
 JX1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1956.See file dsdata.txt to determine how the superseded data were derived.
 JX1956
 JX1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0582421722(NAD 83)
 JX1956_MARKER: DS = TRIANGULATION STATION DISK
 JX1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1956_STAMPING: RACKET 1956
 JX1956_MARK LOGO: CGS   
 JX1956_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1956+STABILITY: SURFACE MOTION
 JX1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1956+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2000
 JX1956
 JX1956  HISTORY     - Date     Condition        Report By
 JX1956  HISTORY     - 1956     MONUMENTED       CGS
 JX1956  HISTORY     - 20000328 GOOD             WVALS
 JX1956
 JX1956                          STATION DESCRIPTION
 JX1956
 JX1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX1956'STATION IS LOCATED ON A GRASS COVERED KNOLL ABOUT 50 YARDS NORTH OF
 JX1956'STATE HIGHWAY NO. 47, ABOUT 5
 JX1956'1/2 MILES WEST OF THE VILLAGE OF COX MILLS, AND ABOUT 8-1/2 MILES
 JX1956'EAST SOUTHEAST OF SMITHVILLE.
 JX1956'STATION IS 59 FEET WEST OF WITNESS POST, 61 FEET WEST OF
 JX1956'FENCE LINE AND 59 FEET WEST OF TRIANGLE
 JX1956'BLAZE OAK TREE.  THE MARK IS FLUSH AND THE
 JX1956'DISK IS STAMPED RACKET 1956.
 JX1956'
 JX1956'REFERENCE MARK NO. 1 IS 2 FEET WEST OF FENCE LINE, 1 FOOT SOUTH OF
 JX1956'WITNESS POST AND 17 FEET
 JX1956'NORTH OF TRIANGLE BLAZE OAK TREE.  THE MARK PROJECTS 6 INCHES AND THE
 JX1956'DISK IS STAMPED RACKET NO 1 1956.
 JX1956'
 JX1956'REFERENCE MARK NO. 2 IS 1-1/2 FEET WEST OF FENCE LINE AND 24-1/2 FEET
 JX1956'SOUTH OF TRIANGLE BLAZE OAK TREE.
 JX1956'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED RACKET NO 2 1956.
 JX1956'
 JX1956'AZIMUTH MARK IS 2 FEET WEST OF WITNESS POST, 27 FEET NORTH OF
 JX1956'CENTERLINE OF STATE HIGHWAY
 JX1956'NO. 47 AND 50 YARDS WEST OF DRIVEWAY TO HOUSE.  THE MARK PROJECTS 6
 JX1956'INCHES AND THE DISK IS STAMPED
 JX1956'RACKET 1956.
 JX1956'
 JX1956'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF BURNT HOUSE, GO
 JX1956'EASTERLY ON STATE
 JX1956'HIGHWAY NO. 47 FOR 3.25 MILES TO GATE ON LEFT (NORTH) SIDE OF ROAD
 JX1956'AND CHURCH ON RIGHT.  (CONTINUE
 JX1956'EASTERLY ON STATE HIGHWAY NO. 47 FOR 0.35 MILE TO AZIMUTH MARK
 JX1956'ON LEFT (NORTH) SIDE OF HIGHWAY).  TURN
 JX1956'LEFT THROUGH GATE AND GO WESTERLY ON DIM
 JX1956'ROAD THROUGH MEADOW TO TOP OF HILL AND TRIANGLE BLAZE OAK
 JX1956'TREE IN FENCE LINE AND
 JX1956'STATION AS DESCRIBED.
 JX1956'
 JX1956'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JX1956
 JX1956                          STATION RECOVERY (2000)
 JX1956
 JX1956'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (CVM)
 JX1956'RECOVERED AS DESCRIBED WITH A NEW TO REACH.
 JX1956'
 JX1956'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND
 JX1956'47 EAST IN SMITHVILLE GO EAST ON HIGHWAY 47 FOR 11.6 KM (7.2 MI) TO
 JX1956'THE
 JX1956'JUNCTION OF COUNTY ROUTE 47/16 (BULL FORK ROAD) ON THE RIGHT.
 JX1956'CONTINUE AHEAD ON HIGHWAY 47 FOR 5.0 KM (3.1 MI) TO THE CREST OF A
 JX1956'HILL JUST PRIOR TO THE NEW MOUNT OLIVE CHURCH AND THE STATION ON
 JX1956'THE LEFT ABOUT 50 M (165 FT) NORTH OF THE HIGHWAY ON TOP OF A KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2270 ***********************************************************************
 HY2270  DESIGNATION -  RADNOR
 HY2270  PID         -  HY2270
 HY2270  STATE/COUNTY-  WV/WAYNE
 HY2270  USGS QUAD   -  RADNOR (1989)
 HY2270
 HY2270                         *CURRENT SURVEY CONTROL
 HY2270  ___________________________________________________________________
 HY2270* NAD 83(1995)-  38 03 09.63420(N)    082 27 05.69288(W)     ADJUSTED  
 HY2270* NAVD 88     -       387.8    (meters)    1272.     (feet)  VERTCON   
 HY2270  ___________________________________________________________________
 HY2270  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 HY2270  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HY2270
 HY2270  HORZ ORDER  -  THIRD
 HY2270
 HY2270.The horizontal coordinates were established by classical geodetic methods
 HY2270.and adjusted by the National Geodetic Survey in April 1998..
 HY2270
 HY2270.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2270
 HY2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2270
 HY2270.The geoid height was determined by GEOID03.
 HY2270
 HY2270;                    North         East     Units Scale Factor Converg.
 HY2270;SPC WV S     -   117,832.138   472,609.631   MT  0.99992831   -0 53 50.5
 HY2270;SPC KY1Z     - 1,195,932.439 1,789,414.455   MT  0.99990966   +2 01 30.4
 HY2270;SPC KY1Z     - 3,923,655.01  5,870,770.59   sFT  0.99990966   +2 01 30.4
 HY2270;SPC KY N     -    62,886.068   657,834.572   MT  0.99998810   +1 07 07.5
 HY2270;SPC KY N     -   206,318.71  2,158,245.59   sFT  0.99998810   +1 07 07.5
 HY2270;UTM  17      - 4,212,654.104   372,642.945   MT  0.99979977   -0 53 41.5
 HY2270
 HY2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2270!SPC WV S     -   0.99994428  x   0.99992831  =   0.99987259
 HY2270!SPC KY1Z     -   0.99994428  x   0.99990966  =   0.99985395
 HY2270!SPC KY N     -   0.99994428  x   0.99998810  =   0.99993238
 HY2270!UTM  17      -   0.99994428  x   0.99979977  =   0.99974406
 HY2270
 HY2270|---------------------------------------------------------------------|
 HY2270| PID    Reference Object                     Distance      Geod. Az  |
 HY2270|                                                           dddmmss.s |
 HY2270| DC3094 RADNOR RM 1                          12.463 METERS 11936     |
 HY2270| DC3095 RADNOR RM 2                           8.516 METERS 25357     |
 HY2270| HY2290 WOLF                                APPROX.14.7 KM 3350355.7 |
 HY2270|---------------------------------------------------------------------|
 HY2270
 HY2270                          SUPERSEDED SURVEY CONTROL
 HY2270
 HY2270  NAD 83(1995)-  38 03 09.63511(N)    082 27 05.69320(W) AD(       ) 3
 HY2270  NAD 83(1986)-  38 03 09.64109(N)    082 27 05.69717(W) AD(       ) 3
 HY2270  NAD 27      -  38 03 09.31790(N)    082 27 06.15420(W) AD(       ) 3
 HY2270  NGVD 29 (07/19/86)  388.0    (m)         1273.     (f) VERT ANG       
 HY2270
 HY2270.Superseded values are not recommended for survey control.
 HY2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2270.See file dsdata.txt to determine how the superseded data were derived.
 HY2270
 HY2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC7264312654(NAD 83)
 HY2270_MARKER: DS = TRIANGULATION STATION DISK
 HY2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2270
 HY2270  HISTORY     - Date     Condition        Report By
 HY2270  HISTORY     - 1957     MONUMENTED       CGS
 HY2270
 HY2270                          STATION DESCRIPTION
 HY2270
 HY2270'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2270'STATION IS APPROXIMATELY 2.5 MILES NORTHWEST OF DUNLOW, 1.5 MILES
 HY2270'SOUTH OF RADNOR, IN THE SOUTHWEST CORNER OF A SMALL ORCHARD,
 HY2270'APPROXIMATELY 15 FEET LOWER THAN THE HIGHEST POINT OF HILL AND ON
 HY2270'LAND OWNED BY MR. DOT COOK.
 HY2270'
 HY2270'TO REACH FROM THE VILLAGE OF DUNLOW WHICH ON U.S. HIGHWAY 52, TURN
 HY2270'RIGHT OFF OF U.S. HIGHWAY 52 AND GO WEST ON DUNLOW HILL ROAD FOR 0.05
 HY2270'MILE TO A FORK, TAKE THE RIGHT FORK AND GO 0.05 MILE TO A BRIDGE,
 HY2270'CROSS BRIDGE AND FOLLOW THE MAIN TRAVELED ROAD FOR 2.6 MILE TO A SIDE
 HY2270'ROAD ON THE RIGHT AT THE TOP OF HILL, TURN SHARP RIGHT UP STEEP
 HY2270'GRADE AND GO 0.5 MILE TO A ROAD ON THE RIGHT JUST AFTER PASSING OVER
 HY2270'SOME LEDGE ROCK, TURN RIGHT AND GO 0.2 MILE TO BARS IN FENCE LINE
 HY2270'AND A SMALL BUILDING TO THE RIGHT.  (THIS IS THE END OF TRUCK TRAVEL
 HY2270'FOR A TWO WHEEL DRIVE.) FROM BARS IN FENCE LINE PACK LEFT ON OLD
 HY2270'ROAD FOR APPROXIMATELY 50 YARDS TO ANOTHER SET OF BARS IN FENCE
 HY2270'LINE AND A SMALL CEMETERY, PASS THROUGH BAR GATE AND BEAR RIGHT ON
 HY2270'OLD ROAD TO THE SOUTHEAST CORNER OF A SMALL ORCHARD, TURN LEFT AND
 HY2270'GO WEST ALONG THE SOUTH SIDE OF ORCHARD TO THE SOUTHWEST CORNER OF
 HY2270'THE ORCHARD AND THE STATION.
 HY2270'
 HY2270'STATION MARKS ARE STANDARD DISKS STAMPED RADNOR 1957.  THE SURFACE
 HY2270'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  THE
 HY2270'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 24 INCHES
 HY2270'BELOW THE SURFACE OF THE GROUND.  A STANDARD WITNESS POST WAS SET 4
 HY2270'FEET WEST OF THE MARK.
 HY2270'
 HY2270'REFERENCE MARK NO.1, A STANDARD DISK STAMPED RADNOR NO 1 1957, IS
 HY2270'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 5 FEET NORTHEAST OF A
 HY2270'SMALL TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE, 4 FEET NORTH OF
 HY2270'THE SOUTH EDGE OF ROCK LEDGE AND APPROXIMATELY 4 FEET LOWER IN
 HY2270'ELEVATION THAN THE STATION.
 HY2270'
 HY2270'REFERENCE MARK NO.2, A STANDARD DISK STAMPED RADNOR NO 2 1957, IS
 HY2270'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 3 FEET NORTHEAST OF A
 HY2270'ROCK LEDGE AND APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.
 HY2270'
 HY2270'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 HY2270'
 HY2270'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1099 ***********************************************************************
 GX1099  DESIGNATION -  RALEIGH
 GX1099  PID         -  GX1099
 GX1099  STATE/COUNTY-  WV/RALEIGH
 GX1099  USGS QUAD   -  PRINCE (1989)
 GX1099
 GX1099                         *CURRENT SURVEY CONTROL
 GX1099  ___________________________________________________________________
 GX1099* NAD 83(1995)-  37 46 51.99160(N)    081 06 55.05775(W)     ADJUSTED  
 GX1099* NAVD 88     -       761.915  (meters)    2499.72   (feet)  ADJUSTED  
 GX1099  ___________________________________________________________________
 GX1099  X           -     779,635.703 (meters)                     COMP
 GX1099  Y           -  -4,987,358.855 (meters)                     COMP
 GX1099  Z           -   3,886,717.946 (meters)                     COMP
 GX1099  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 GX1099  ELLIP HEIGHT-         730.89  (meters)          (12/04/01) GPS OBS
 GX1099  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX1099  DYNAMIC HT  -         761.276 (meters)    2497.62  (feet)  COMP
 GX1099  MODELED GRAV-     979,765.5   (mgal)                       NAVD 88
 GX1099
 GX1099  HORZ ORDER  -  THIRD
 GX1099  VERT ORDER  -  SECOND    CLASS 0
 GX1099  ELLP ORDER  -  FIFTH     CLASS I
 GX1099
 GX1099.This mark is at Raleigh Co Mem Airport (BKW)
 GX1099
 GX1099.The horizontal coordinates were established by GPS observations
 GX1099.and adjusted by the National Geodetic Survey in August 1997..
 GX1099
 GX1099.The orthometric height was determined by differential leveling
 GX1099.and adjusted by the National Geodetic Survey in June 1991..
 GX1099
 GX1099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX1099
 GX1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1099
 GX1099.The ellipsoidal height was determined by GPS observations
 GX1099.and is referenced to NAD 83.
 GX1099
 GX1099.The geoid height was determined by GEOID03.
 GX1099
 GX1099.The dynamic height is computed by dividing the NAVD 88
 GX1099.geopotential number by the normal gravity value computed on the
 GX1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1099.degrees latitude (g = 980.6199 gals.).
 GX1099
 GX1099.The modeled gravity was interpolated from observed gravity values.
 GX1099
 GX1099;                    North         East     Units Scale Factor Converg.
 GX1099;SPC WV S     -    86,700.136   589,843.942   MT  0.99995031   -0 04 16.6
 GX1099;UTM  17      - 4,181,535.295   489,847.495   MT  0.99960127   -0 04 14.3
 GX1099
 GX1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1099!SPC WV S     -   0.99988532  x   0.99995031  =   0.99983564
 GX1099!UTM  17      -   0.99988532  x   0.99960127  =   0.99948664
 GX1099
 GX1099|---------------------------------------------------------------------|
 GX1099| PID    Reference Object                     Distance      Geod. Az  |
 GX1099|                                                           dddmmss.s |
 GX1099| GX1100 RALEIGH RM 1                         30.419 METERS 00722     |
 GX1099| GX1097 RALEIGH RM 2                         30.509 METERS 18727     |
 GX1099| GX1101 RALEIGH AZ                          369.177 METERS 30343     |
 GX1099|---------------------------------------------------------------------|
 GX1099
 GX1099                          SUPERSEDED SURVEY CONTROL
 GX1099
 GX1099  ELLIP H (08/19/97)  730.91   (m)                       GP(       ) 5 1
 GX1099  NAD 83(1986)-  37 46 51.99706(N)    081 06 55.06026(W) AD(       ) 3
 GX1099  NAD 27      -  37 46 51.58400(N)    081 06 55.70600(W) AD(       ) 3
 GX1099  NGVD 29 (??/??/92)  762.056  (m)         2500.18   (f) ADJ UNCH    2 0
 GX1099
 GX1099.Superseded values are not recommended for survey control.
 GX1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1099.See file dsdata.txt to determine how the superseded data were derived.
 GX1099
 GX1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8984781535(NAD 83)
 GX1099_MARKER: DS = TRIANGULATION STATION DISK
 GX1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1099_STAMPING: RALEIGH 1952
 GX1099_MARK LOGO: CGS   
 GX1099_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1099+STABILITY: SURFACE MOTION
 GX1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX1099+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1996
 GX1099
 GX1099  HISTORY     - Date     Condition        Report By
 GX1099  HISTORY     - 1952     MONUMENTED       CGS
 GX1099  HISTORY     - 1960     GOOD             NGS
 GX1099  HISTORY     - 1965     GOOD             CGS
 GX1099  HISTORY     - 1969     GOOD             CGS
 GX1099  HISTORY     - 1969     GOOD             NGS
 GX1099  HISTORY     - 1978     GOOD             NGS
 GX1099  HISTORY     - 1983     GOOD             USGS
 GX1099  HISTORY     - 19960630 GOOD             NGS
 GX1099
 GX1099                          STATION DESCRIPTION
 GX1099
 GX1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX1099'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF BECKLEY ON THE
 GX1099'RALEIGH COUNTY MEMORIAL AIRPORT NOW UNDER CONSTRUCTION. IT
 GX1099'IS ABOUT 0.2 MILE EAST OF THE AIRPORT ADMINISTRATION BUILDING, 50
 GX1099'FEET EAST OF THE EAST END OF PAVING ON RUNWAY NO. 1 AND ON THE
 GX1099'EXTENDED CENTER-LINE OF RUNWAY NO. 1. THE MARK WAS SET TO BE FLUSH
 GX1099'WHEN GRADING IS COMPLETE, AND IS STAMPED RALEIGH 1952.
 GX1099'
 GX1099'R.M. NO. 1 IS ON A LINE PERPENDICULAR TO THE RUNWAY FROM THE STATION
 GX1099'MARK, AND WAS SET TO BE FLUSH WHEN GRADING IS COMPLETED. IT IS
 GX1099'STAMPED RALEIGH NO. 1 1952.
 GX1099'
 GX1099'R.M. NO. 2 IS ON A LINE PERPENDICULAR TO THE RUNWAY FROM THE STATION
 GX1099'MARK, AND WAS SET TO BE FLUSH WHEN GRADING IS COMPLETED. IT IS
 GX1099'STAMPED RALEIGH NO. 2 1952.
 GX1099'
 GX1099'THE AZIMUTH MARK IS 29.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GX1099'THE AIRPORT ADMINISTRATION BUILDING, 6.5 FEET WEST OF THE WEST EDGE
 GX1099'OF A CONCRETE WALK AND 7 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE
 GX1099'WALK. THE MARK IS STAMPED RALEIGH 1952.
 GX1099'
 GX1099'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE NO. 3 AND
 GX1099'U.S. HIGHWAY 19 AND 21 IN SHADY SPRING, GO NORTH ON U.S. HIGHWAY 19
 GX1099'AND 21 FOR 4.2 MILES TO A GRAVEL ROAD RIGHT AND SIGN RALEIGH COUNTY
 GX1099'MEMORIAL AIRPORT 3 MILES. TURN RIGHT ON GRAVEL ROAD AND PROCEED
 GX1099'1.5 MILES TO A CROSS ROAD. PROCEED STRAIGHT AHEAD ON MAIN TRAVELED
 GX1099'ROAD FOR 1.5 MILES TO AIRPORT ENTRANCE. CONTINUE AHEAD FOR 0.25
 GX1099'MILES TO ADMINISTRATION BUILDING AND AZIMUTH MARK AS DESCRIBED.
 GX1099'PROCEED 0.2 MILES EAST ACROSS AIRPORT TO STATION AS DESCRIBED.
 GX1099'
 GX1099'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GX1099
 GX1099                          STATION RECOVERY (1960)
 GX1099
 GX1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GX1099'3.8 MI N FROM BEAVER.
 GX1099'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM SHADY SPRING
 GX1099'HIGH SCHOOL AT BEAVER, THENCE ABOUT 3.25 MILES NORTH-NORTHEAST
 GX1099'ALONG A BLACK TOP ROAD, AT RALEIGH COUNTY MEMORIAL AIRPORT,
 GX1099'0.2 MILE SOUTHEAST OF RED BRICK ADMINISTRATION BUILDING, 49
 GX1099'FEET EAST OF THE EAST END OF PAVED EAST-WEST RUNWAY, 70 FEET
 GX1099'SOUTHEAST OF THE NORTHEAST CORNER OF PAVED RUNWAY, 70 1/2 FEET
 GX1099'NORTHEAST OF SOUTHEAST CORNER OF PAVED RUNWAY, 99.8 FEET SOUTH
 GX1099'OF R M 1, 100 FEET NORTH OF R M 2, ABOUT LEVEL WITH THE RUNWAY,
 GX1099'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GX1099
 GX1099                          STATION RECOVERY (1965)
 GX1099
 GX1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ETO)
 GX1099'STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED IN GOOD
 GX1099'CONDITION AS DESCRIBED WITH THE EXCEPTION THAT ALL MARKS ARE NOW
 GX1099'FLUSH WITH THE GROUND AND THE STATION IS AT THE EAST END OF THE 10-28
 GX1099'RUNWAY.
 GX1099
 GX1099                          STATION RECOVERY (1969)
 GX1099
 GX1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMR)
 GX1099'ALL MARKS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION FOR STATION
 GX1099'1009, QUAD. 370811 IS GOOD.
 GX1099'
 GX1099'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES NE OF
 GX1099'BECKLEY.
 GX1099
 GX1099                          STATION RECOVERY (1969)
 GX1099
 GX1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GX1099'RECOVERED IN GOOD CONDITION.
 GX1099
 GX1099                          STATION RECOVERY (1978)
 GX1099
 GX1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 GX1099'STATION, AZIMUTH, AND R.M. 1 WERE RECOVERED IN GOOD CONDITION AS
 GX1099'DESCRIBED WITH THE EXCEPTION THAT ALL MARKS ARE NOW 0.3 FOOT BELOW
 GX1099'THE GROUND.  THE OLD ADMINISTRATION BUIDLING IS NOW A PRIVATE
 GX1099'F.B.O.  OPERATION.  R.M.2 WAS RECOVERED AND WAS FOUND TO BE SLIGHTLY
 GX1099'DISTURBED BY EARTH REMOVAL.  IT IS ALSO 0.3 FOOT BELOW THE GROUND.
 GX1099'R.M.2 IS STILL INTACT.
 GX1099
 GX1099                          STATION RECOVERY (1983)
 GX1099
 GX1099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 GX1099'RECOVERED IN GOOD CONDITION.
 GX1099
 GX1099                          STATION RECOVERY (1996)
 GX1099
 GX1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 GX1099'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1101 ***********************************************************************
 GX1101  SACS        -  This is a Secondary Airport Control Station.
 GX1101  DESIGNATION -  RALEIGH AZ
 GX1101  PID         -  GX1101
 GX1101  STATE/COUNTY-  WV/RALEIGH
 GX1101  USGS QUAD   -  PRINCE (1989)
 GX1101
 GX1101                         *CURRENT SURVEY CONTROL
 GX1101  ___________________________________________________________________
 GX1101* NAD 83(1995)-  37 46 58.63671(N)    081 07 07.60829(W)     ADJUSTED  
 GX1101* NAVD 88     -       763.165  (meters)    2503.82   (feet)  ADJUSTED  
 GX1101  ___________________________________________________________________
 GX1101  X           -     779,313.009 (meters)                     COMP
 GX1101  Y           -  -4,987,283.231 (meters)                     COMP
 GX1101  Z           -   3,886,880.654 (meters)                     COMP
 GX1101  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 GX1101  ELLIP HEIGHT-         732.14  (meters)          (12/04/01) GPS OBS
 GX1101  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX1101  DYNAMIC HT  -         762.525 (meters)    2501.72  (feet)  COMP
 GX1101  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GX1101
 GX1101  HORZ ORDER  -  FIRST
 GX1101  VERT ORDER  -  SECOND    CLASS 0
 GX1101  ELLP ORDER  -  FIFTH     CLASS I
 GX1101
 GX1101.This mark is at Raleigh Co Mem Airport (BKW)
 GX1101
 GX1101.The horizontal coordinates were established by GPS observations
 GX1101.and adjusted by the National Geodetic Survey in August 1997..
 GX1101
 GX1101.The orthometric height was determined by differential leveling
 GX1101.and adjusted by the National Geodetic Survey in June 1991..
 GX1101
 GX1101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX1101
 GX1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1101
 GX1101.The ellipsoidal height was determined by GPS observations
 GX1101.and is referenced to NAD 83.
 GX1101
 GX1101.The geoid height was determined by GEOID03.
 GX1101
 GX1101.The dynamic height is computed by dividing the NAVD 88
 GX1101.geopotential number by the normal gravity value computed on the
 GX1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1101.degrees latitude (g = 980.6199 gals.).
 GX1101
 GX1101.The modeled gravity was interpolated from observed gravity values.
 GX1101
 GX1101;                    North         East     Units Scale Factor Converg.
 GX1101;SPC WV S     -    86,905.390   589,537.105   MT  0.99995008   -0 04 24.3
 GX1101;UTM  17      - 4,181,740.474   489,540.763   MT  0.99960135   -0 04 22.0
 GX1101
 GX1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1101!SPC WV S     -   0.99988513  x   0.99995008  =   0.99983521
 GX1101!UTM  17      -   0.99988513  x   0.99960135  =   0.99948652
 GX1101
 GX1101:                Primary Azimuth Mark                     Grid Az
 GX1101:SPC WV S     -  BKW D                                    247 33 54.5
 GX1101:UTM  17      -  BKW D                                    247 33 52.2
 GX1101
 GX1101|---------------------------------------------------------------------|
 GX1101| PID    Reference Object                     Distance      Geod. Az  |
 GX1101|                                                           dddmmss.s |
 GX1101| AA9348 BKW D                               471.412 METERS 2472930.2 |
 GX1101|---------------------------------------------------------------------|
 GX1101
 GX1101                          SUPERSEDED SURVEY CONTROL
 GX1101
 GX1101  ELLIP H (08/19/97)  732.16   (m)                       GP(       ) 5 1
 GX1101  NGVD 29 (??/??/92)  763.303  (m)         2504.27   (f) ADJ UNCH    2 0
 GX1101
 GX1101.Superseded values are not recommended for survey control.
 GX1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1101.See file dsdata.txt to determine how the superseded data were derived.
 GX1101
 GX1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8954181740(NAD 83)
 GX1101_MARKER: DZ = AZIMUTH MARK DISK
 GX1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1101_STAMPING: RALEIGH 1952
 GX1101_MARK LOGO: CGS   
 GX1101_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1101+STABILITY: SURFACE MOTION
 GX1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX1101+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GX1101
 GX1101  HISTORY     - Date     Condition        Report By
 GX1101  HISTORY     - 1952     MONUMENTED       CGS
 GX1101  HISTORY     - 1960     GOOD             NGS
 GX1101  HISTORY     - 1969     GOOD             NGS
 GX1101  HISTORY     - 19960630 GOOD             NGS
 GX1101  HISTORY     - 19970626 GOOD             NGS
 GX1101  HISTORY     - 19990813 GOOD             JCLS
 GX1101  HISTORY     - 20060309 GOOD             GREOMA
 GX1101
 GX1101                          STATION DESCRIPTION
 GX1101
 GX1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1101'4 MI N FROM BEAVER.
 GX1101'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM SHADY SPRING
 GX1101'HIGH SCHOOL AT BEAVER, THENCE ABOUT 3.4 MILES NORTH-NORTHEAST
 GX1101'ALONG A BLACK TOP ROAD, AT RALEIGH COUNTY MEMORIAL AIRPORT,
 GX1101'29 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF RED BRICK
 GX1101'ADMINISTRATION BUILDING, 6 1/2 FEET SOUTH OF A STEEL FENCE,
 GX1101'7 FEET SOUTH OF THE SOUTH EDGE OF CONCRETE WALK ALONG FENCE,
 GX1101'6.8 FEET WEST OF THE WEST EDGE OF CONCRETE WALK LEADING SOUTH
 GX1101'TO PARKING AREA, AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 GX1101'THE GROUND.
 GX1101
 GX1101                          STATION RECOVERY (1969)
 GX1101
 GX1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GX1101'RECOVERED IN GOOD CONDITION.
 GX1101
 GX1101                          STATION RECOVERY (1996)
 GX1101
 GX1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 GX1101'RECOVERED AS DESCRIBED.
 GX1101
 GX1101                          STATION RECOVERY (1997)
 GX1101
 GX1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (DW)
 GX1101'ADMIN BLDG. NOW USED BY MIDWAY T+C AIRSERVICE AND BY NAT'L HAZMAT
 GX1101'PROJECT.  NEW TERMINAL IS OFF TO WEST.
 GX1101
 GX1101                          STATION RECOVERY (1999)
 GX1101
 GX1101'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 GX1101'RECOVERED IN GOOD CONDITION.
 GX1101
 GX1101                          STATION RECOVERY (2006)
 GX1101
 GX1101'RECOVERY NOTE BY GREENHORNE-OMARA 2006 (TDT)
 GX1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1100 ***********************************************************************
 GX1100  DESIGNATION -  RALEIGH RM 1
 GX1100  PID         -  GX1100
 GX1100  STATE/COUNTY-  WV/RALEIGH
 GX1100  USGS QUAD   -  PRINCE (1989)
 GX1100
 GX1100                         *CURRENT SURVEY CONTROL
 GX1100  ___________________________________________________________________
 GX1100* NAD 83(1995)-  37 46 52.97009(N)    081 06 54.89829(W)     ADJUSTED  
 GX1100* NAVD 88     -       761.651  (meters)    2498.85   (feet)  ADJUSTED  
 GX1100  ___________________________________________________________________
 GX1100  X           -     779,636.671 (meters)                     COMP
 GX1100  Y           -  -4,987,339.779 (meters)                     COMP
 GX1100  Z           -   3,886,741.627 (meters)                     COMP
 GX1100  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 GX1100  ELLIP HEIGHT-         730.62  (meters)          (12/04/01) GPS OBS
 GX1100  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX1100  DYNAMIC HT  -         761.013 (meters)    2496.76  (feet)  COMP
 GX1100  MODELED GRAV-     979,765.5   (mgal)                       NAVD 88
 GX1100
 GX1100  HORZ ORDER  -  THIRD
 GX1100  VERT ORDER  -  SECOND    CLASS 0
 GX1100  ELLP ORDER  -  FIFTH     CLASS I
 GX1100
 GX1100.This mark is at Raleigh Co Mem Airport (BKW)
 GX1100
 GX1100.The horizontal coordinates were established by GPS observations
 GX1100.and adjusted by the National Geodetic Survey in August 1997..
 GX1100
 GX1100.The orthometric height was determined by differential leveling
 GX1100.and adjusted by the National Geodetic Survey in June 1991..
 GX1100
 GX1100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX1100
 GX1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1100
 GX1100.The ellipsoidal height was determined by GPS observations
 GX1100.and is referenced to NAD 83.
 GX1100
 GX1100.The geoid height was determined by GEOID03.
 GX1100
 GX1100.The dynamic height is computed by dividing the NAVD 88
 GX1100.geopotential number by the normal gravity value computed on the
 GX1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1100.degrees latitude (g = 980.6199 gals.).
 GX1100
 GX1100.The modeled gravity was interpolated from observed gravity values.
 GX1100
 GX1100;                    North         East     Units Scale Factor Converg.
 GX1100;SPC WV S     -    86,730.297   589,847.881   MT  0.99995028   -0 04 16.5
 GX1100;UTM  17      - 4,181,565.446   489,851.433   MT  0.99960127   -0 04 14.2
 GX1100
 GX1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1100!SPC WV S     -   0.99988537  x   0.99995028  =   0.99983565
 GX1100!UTM  17      -   0.99988537  x   0.99960127  =   0.99948668
 GX1100
 GX1100                          SUPERSEDED SURVEY CONTROL
 GX1100
 GX1100  ELLIP H (08/19/97)  730.65   (m)                       GP(       ) 5 1
 GX1100  NGVD 29 (??/??/92)  761.791  (m)         2499.31   (f) ADJ UNCH    2 0
 GX1100
 GX1100.Superseded values are not recommended for survey control.
 GX1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1100.See file dsdata.txt to determine how the superseded data were derived.
 GX1100
 GX1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8985181565(NAD 83)
 GX1100_MARKER: DR = REFERENCE MARK DISK
 GX1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1100_STAMPING: RALEIGH NO 1 1952
 GX1100_MARK LOGO: CGS   
 GX1100_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1100+STABILITY: SURFACE MOTION
 GX1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX1100+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1996
 GX1100
 GX1100  HISTORY     - Date     Condition        Report By
 GX1100  HISTORY     - 1952     MONUMENTED       CGS
 GX1100  HISTORY     - 1960     GOOD             NGS
 GX1100  HISTORY     - 1969     GOOD             NGS
 GX1100  HISTORY     - 19960630 GOOD             NGS
 GX1100
 GX1100                          STATION DESCRIPTION
 GX1100
 GX1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1100'3.8 MI N FROM BEAVER.
 GX1100'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM SHADY SPRING
 GX1100'HIGH SCHOOL AT BEAVER, THENCE ABOUT 3.25 MILES NORTH-NORTHEAST
 GX1100'ALONG A BLACK TOP ROAD, AT RALEIGH COUNTY MEMORIAL AIRPORT,
 GX1100'70 FEET NORTHEAST OF THE NORTHEAST CORNER OF PAVED EAST-WEST
 GX1100'RUNWAY, 99.8 FEET NORTH OF TRIANGULATION STATION RALEIGH,
 GX1100'DESCRIBED, 199 1/2 FEET NORTH OF R M 2, AND SET IN TOP OF A
 GX1100'CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
 GX1100
 GX1100                          STATION RECOVERY (1969)
 GX1100
 GX1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GX1100'RECOVERED IN GOOD CONDITION.
 GX1100
 GX1100                          STATION RECOVERY (1996)
 GX1100
 GX1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 GX1100'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1097 ***********************************************************************
 GX1097  DESIGNATION -  RALEIGH RM 2
 GX1097  PID         -  GX1097
 GX1097  STATE/COUNTY-  WV/RALEIGH
 GX1097  USGS QUAD   -  PRINCE (1989)
 GX1097
 GX1097                         *CURRENT SURVEY CONTROL
 GX1097  ___________________________________________________________________
 GX1097* NAD 83(1995)-  37 46 51.01040(N)    081 06 55.21932(W)     ADJUSTED  
 GX1097* NAVD 88     -       761.762  (meters)    2499.21   (feet)  ADJUSTED  
 GX1097  ___________________________________________________________________
 GX1097  X           -     779,634.628 (meters)                     COMP
 GX1097  Y           -  -4,987,377.584 (meters)                     COMP
 GX1097  Z           -   3,886,693.880 (meters)                     COMP
 GX1097  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 GX1097  ELLIP HEIGHT-         730.64  (meters)          (12/04/01) GPS OBS
 GX1097  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX1097  DYNAMIC HT  -         761.124 (meters)    2497.12  (feet)  COMP
 GX1097  MODELED GRAV-     979,765.5   (mgal)                       NAVD 88
 GX1097
 GX1097  HORZ ORDER  -  THIRD
 GX1097  VERT ORDER  -  SECOND    CLASS 0
 GX1097  ELLP ORDER  -  FIFTH     CLASS I
 GX1097
 GX1097.This mark is at Raleigh Co Mem Airport (BKW)
 GX1097
 GX1097.The horizontal coordinates were established by GPS observations
 GX1097.and adjusted by the National Geodetic Survey in August 1997..
 GX1097
 GX1097.The orthometric height was determined by differential leveling
 GX1097.and adjusted by the National Geodetic Survey in June 1991..
 GX1097
 GX1097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX1097
 GX1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1097
 GX1097.The ellipsoidal height was determined by GPS observations
 GX1097.and is referenced to NAD 83.
 GX1097
 GX1097.The geoid height was determined by GEOID03.
 GX1097
 GX1097.The dynamic height is computed by dividing the NAVD 88
 GX1097.geopotential number by the normal gravity value computed on the
 GX1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1097.degrees latitude (g = 980.6199 gals.).
 GX1097
 GX1097.The modeled gravity was interpolated from observed gravity values.
 GX1097
 GX1097;                    North         East     Units Scale Factor Converg.
 GX1097;SPC WV S     -    86,669.891   589,839.951   MT  0.99995034   -0 04 16.7
 GX1097;UTM  17      - 4,181,505.060   489,843.506   MT  0.99960127   -0 04 14.4
 GX1097
 GX1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1097!SPC WV S     -   0.99988536  x   0.99995034  =   0.99983571
 GX1097!UTM  17      -   0.99988536  x   0.99960127  =   0.99948668
 GX1097
 GX1097                          SUPERSEDED SURVEY CONTROL
 GX1097
 GX1097  ELLIP H (08/19/97)  730.66   (m)                       GP(       ) 5 1
 GX1097  NGVD 29 (??/??/92)  761.901  (m)         2499.67   (f) ADJ UNCH    2 0
 GX1097
 GX1097.Superseded values are not recommended for survey control.
 GX1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1097.See file dsdata.txt to determine how the superseded data were derived.
 GX1097
 GX1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8984481505(NAD 83)
 GX1097_MARKER: DR = REFERENCE MARK DISK
 GX1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1097_STAMPING: RALEIGH NO 2 1952
 GX1097_MARK LOGO: CGS   
 GX1097_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1097+STABILITY: SURFACE MOTION
 GX1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX1097+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1996
 GX1097
 GX1097  HISTORY     - Date     Condition        Report By
 GX1097  HISTORY     - 1952     MONUMENTED       CGS
 GX1097  HISTORY     - 1960     GOOD             NGS
 GX1097  HISTORY     - 1969     GOOD             NGS
 GX1097  HISTORY     - 19960630 GOOD             NGS
 GX1097
 GX1097                          STATION DESCRIPTION
 GX1097
 GX1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1097'3.8 MI N FROM BEAVER.
 GX1097'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM SHADY SPRING
 GX1097'HIGH SCHOOL AT BEAVER, THENCE ABOUT 3.25 MILES NORTH-NORTHEAST
 GX1097'ALONG A BLACK TOP ROAD, AT RALEIGH COUNTY MEMORIAL AIRPORT, 70
 GX1097'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF PAVED EAST-WEST RUNWAY,
 GX1097'100 FEET SOUTH OF TRIANGULATION STATION RALEIGH, DESCRIBED,
 GX1097'199 1/2 FEET SOUTH OF R M 1, ABOUT LEVEL WITH THE RUNWAY, AND
 GX1097'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GX1097
 GX1097                          STATION RECOVERY (1969)
 GX1097
 GX1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GX1097'RECOVERED IN GOOD CONDITION.
 GX1097
 GX1097                          STATION RECOVERY (1996)
 GX1097
 GX1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 GX1097'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2961 ***********************************************************************
 HX2961  DESIGNATION -  RATTLESNAKE
 HX2961  PID         -  HX2961
 HX2961  STATE/COUNTY-  WV/CALHOUN
 HX2961  USGS QUAD   -  ANNAMORIAH (1975)
 HX2961
 HX2961                         *CURRENT SURVEY CONTROL
 HX2961  ___________________________________________________________________
 HX2961* NAD 83(1995)-  38 54 15.17387(N)    081 11 39.30939(W)     ADJUSTED  
 HX2961* NAVD 88     -       399.2    (meters)    1310.     (feet)  VERTCON   
 HX2961  ___________________________________________________________________
 HX2961  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 HX2961  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HX2961
 HX2961  HORZ ORDER  -  SECOND
 HX2961
 HX2961.The horizontal coordinates were established by classical geodetic methods
 HX2961.and adjusted by the National Geodetic Survey in April 1998..
 HX2961
 HX2961.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2961
 HX2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2961
 HX2961.The geoid height was determined by GEOID03.
 HX2961
 HX2961;                    North         East     Units Scale Factor Converg.
 HX2961;SPC WV S     -   211,372.810   583,149.867   MT  1.00000452   -0 07 12.3
 HX2961;SPC WV N     -    46,260.840   453,041.160   MT  1.00001949   -1 04 50.0
 HX2961;UTM  17      - 4,306,165.234   483,156.664   MT  0.99960349   -0 07 19.2
 HX2961
 HX2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2961!SPC WV S     -   0.99994261  x   1.00000452  =   0.99994713
 HX2961!SPC WV N     -   0.99994261  x   1.00001949  =   0.99996210
 HX2961!UTM  17      -   0.99994261  x   0.99960349  =   0.99954612
 HX2961
 HX2961|---------------------------------------------------------------------|
 HX2961| PID    Reference Object                     Distance      Geod. Az  |
 HX2961|                                                           dddmmss.s |
 HX2961| DC4162 RATTLESNAKE RM 1                     19.418 METERS 13545     |
 HX2961| DC4163 RATTLESNAKE RM 2                     15.378 METERS 31909     |
 HX2961| JX2134 OWL                                 APPROX.15.1 KM 3225010.1 |
 HX2961|---------------------------------------------------------------------|
 HX2961
 HX2961                          SUPERSEDED SURVEY CONTROL
 HX2961
 HX2961  NAD 83(1986)-  38 54 15.17945(N)    081 11 39.31668(W) AD(       ) 2
 HX2961  NAD 27      -  38 54 14.87400(N)    081 11 39.90060(W) AD(       ) 2
 HX2961  NGVD 29 (07/19/86)  399.4    (m)         1310.     (f) VERT ANG       
 HX2961
 HX2961.Superseded values are not recommended for survey control.
 HX2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2961.See file dsdata.txt to determine how the superseded data were derived.
 HX2961
 HX2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD8315706165(NAD 83)
 HX2961_MARKER: DB = BENCH MARK DISK
 HX2961_SETTING: 80 = SET IN A BOULDER
 HX2961_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HX2961
 HX2961  HISTORY     - Date     Condition        Report By
 HX2961  HISTORY     - 1956     MONUMENTED       USGS
 HX2961
 HX2961                          STATION DESCRIPTION
 HX2961
 HX2961'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (RHT)
 HX2961'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SHARP POINTED TIMBER
 HX2961'COVERED KNOB, THAT IS
 HX2961'LOCALLY KNOWN AS RATTLESNAKE KNOB.  IT IS ABOUT 5 MILES WEST
 HX2961'SOUTHWEST OF GRANTSVILLE AND
 HX2961'ABOUT 3 MILES SOUTHEAST OF ANNAMORIAH.  IT IS 9 FEET SOUTHWEST OF
 HX2961'A WITNESS POST.  THE MARK IS A USGS
 HX2961'BENCH MARK THAT IS CEMENTED IN A DRILL HOLE OF A
 HX2961'LARGE BOULDER THAT IS ABOUT 12 INCHES BELOW THE
 HX2961'SURFACE OF THE GROUND AND THE DISK IS
 HX2961'NOT STAMPED.
 HX2961'
 HX2961'REFERENCE MARK NO. 1 DISK IS CEMENTED IN A DRILL HOLE OF A LARGE
 HX2961'BOULDER AND THE DISK IS
 HX2961'STAMPED RATTLESNAKE NO 1 1956.
 HX2961'
 HX2961'REFERENCE MARK NO. 2 DISK IS CEMENTED IN A DRILL HOLE OF A LARGE
 HX2961'BOULDER AND THE DISK IS
 HX2961'STAMPED RATTLESNAKE NO 2 1956.
 HX2961'
 HX2961'TO REACH THE STATION FROM THE STOP LIGHT AT THE NORTH END OF THE
 HX2961'BRIDGE IN GRANTSVILLE,
 HX2961'GO SOUTH ON STATE HIGHWAY 16 FOR 5.65 MILES TO A SIDE ROAD ON THE
 HX2961'RIGHT AND CEMETERY IN THE
 HX2961'SOUTHWEST ANGLE OF FORK.  TURN RIGHT ON SURFACE ROAD AND GO
 HX2961'WESTERLY FOR 2.8 MILES TO FORK, KEEP
 HX2961'RIGHT ON SURFACE ROAD AND GO WESTERLY FOR 1.5
 HX2961'MILES TO A REVERSE FORK AT TOP OF HILL, TURN SHARP
 HX2961'RIGHT AND GO DOWN THE HILL ON
 HX2961'GRAVEL ROAD FOR 1.9 MILES TO FORK, TAKE LEFT FORK AND GO WESTERLY FOR
 HX2961'1.35 MILES TO FORK, TAKE RIGHT
 HX2961'FORK AND GO NORTHWESTERLY FOR 2.1 MILES TO TOP OF HILL AND A REVERSE
 HX2961'TRACK ROAD ON RIGHT.  TURN SHARP
 HX2961'RIGHT ON WOODS ROAD AND GO EASTERLY FOR 0.3 MILE TO
 HX2961'TOP OF HILL AND SAWMILL ON LEFT.  CONTINUE EASTERLY
 HX2961'ON TRACK ROAD FOR 1.25 MILES TO
 HX2961'FORK, TAKE LEFT FORK ON TRACK ROAD AND GO EASTERLY FOR 0.1 MILE TO
 HX2961'END OF TRUCK TRAVEL.  THIS
 HX2961'IS ABOUT 0.5 MILE WEST OF HARDMAN OIL WELL NO. 2 PROPERTY OF THE
 HX2961'MARSHALL OIL COMPANY.  FROM END OF
 HX2961'TRUCK TRAVEL AT LARGE TRIANGLE BLAZED OAK TREE ON LEFT, GO
 HX2961'NORTHEASTERLY ABOUT 100 YARDS TO TOP OF
 HX2961'RIDGE AND STATION.
 HX2961'
 HX2961'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 HX2961'
 HX2961'IN WET WEATHER A 4-WHEEL DRIVE VEHICLE SHOULD BE USED FROM SAWMILL
 HX2961'MENTIONED ABOVE TO DRIVE TO
 HX2961'STATION.
 HX2961'
 HX2961'HEIGHT OF LIGHT ABOVE STATION MARK 18.56 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2695 ***********************************************************************
 HX2695  DESIGNATION -  RAVENSWOOD
 HX2695  PID         -  HX2695
 HX2695  STATE/COUNTY-  WV/JACKSON
 HX2695  USGS QUAD   -  RAVENSWOOD (1994)
 HX2695
 HX2695                         *CURRENT SURVEY CONTROL
 HX2695  ___________________________________________________________________
 HX2695* NAD 83(1986)-  38 57 02.     (N)    081 45 30.     (W)     SCALED    
 HX2695* NAVD 88     -       188.917  (meters)     619.81   (feet)  ADJUSTED  
 HX2695  ___________________________________________________________________
 HX2695  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 HX2695  DYNAMIC HT  -         188.796 (meters)     619.41  (feet)  COMP
 HX2695  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 HX2695
 HX2695  VERT ORDER  -  FIRST     CLASS II
 HX2695
 HX2695.The horizontal coordinates were scaled from a topographic map and have
 HX2695.an estimated accuracy of +/- 6 seconds.
 HX2695
 HX2695.The orthometric height was determined by differential leveling
 HX2695.and adjusted by the National Geodetic Survey in June 1991..
 HX2695
 HX2695.The geoid height was determined by GEOID03.
 HX2695
 HX2695.The dynamic height is computed by dividing the NAVD 88
 HX2695.geopotential number by the normal gravity value computed on the
 HX2695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2695.degrees latitude (g = 980.6199 gals.).
 HX2695
 HX2695.The modeled gravity was interpolated from observed gravity values.
 HX2695
 HX2695;                    North         East    Units  Estimated Accuracy
 HX2695;SPC WV S     -   216,770.      534,260.      MT  (+/- 180 meters Scaled)
 HX2695
 HX2695                          SUPERSEDED SURVEY CONTROL
 HX2695
 HX2695.No superseded survey control is available for this station.
 HX2695
 HX2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD342115(NAD 83)
 HX2695_MARKER: DB = BENCH MARK DISK
 HX2695_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HX2695+WITH SETTING: PAVEMENT
 HX2695_MARK LOGO: CGS   
 HX2695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2695+STABILITY: SURFACE MOTION
 HX2695
 HX2695  HISTORY     - Date     Condition        Report By
 HX2695  HISTORY     - UNK      MONUMENTED       CGS
 HX2695  HISTORY     - 1943     GOOD             NGS
 HX2695  HISTORY     - 1976     GOOD             NGS
 HX2695  HISTORY     - 1984     GOOD             NGS
 HX2695  HISTORY     - 1984     GOOD             NGS
 HX2695
 HX2695                          STATION DESCRIPTION
 HX2695
 HX2695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HX2695'AT RAVENSWOOD.
 HX2695'AT RAVENSWOOD, IN THE TOP OF THE SOUTH SIDE OF A 2 X 2-FOOT
 HX2695'CONCRETE BASE OF THE FLAG POLE AT THE RAVENSWOOD HIGH SCHOOL,
 HX2695'25 FEET SOUTH OF THE SOUTH EDGE OF THE BOTTOM CONCRETE STEP OF
 HX2695'THE SOUTH ENTRANCE TO THE SCHOOL, 7.1 FEET WEST OF THE CENTERLINE
 HX2695'OF THE SOUTH CONCRETE ENTRANCE WALK, 0.3 FOOT NORTH OF THE SOUTH
 HX2695'EDGE OF AND MIDWAY BETWEEN THE EAST AND WEST SIDES OF THE CONCRETE
 HX2695'FOUNDATION.  A DISK SET IN A DRILL HOLE.
 HX2695
 HX2695                          STATION RECOVERY (1976)
 HX2695
 HX2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2695'IN THE TOP OF THE SOUTH SIDE OF A 2X2 FOOT CONCRETE BASE OF THE FLAG
 HX2695'POLE AT THE RAVENSWOOD HIGH SCHOOL 15 FT WEST OF CENTERLINE OF THE
 HX2695'SOUTH CONCRETE ENTRANCE WALK 15 FT NORTH OF THE CENTERLINE OF STREET.
 HX2695
 HX2695                          STATION RECOVERY (1984)
 HX2695
 HX2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2695'RECOVERED IN GOOD CONDITION.
 HX2695
 HX2695                          STATION RECOVERY (1984)
 HX2695
 HX2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3162 ***********************************************************************
 HX3162  SACS        -  This is a Secondary Airport Control Station.
 HX3162  DESIGNATION -  RAVPORT
 HX3162  PID         -  HX3162
 HX3162  STATE/COUNTY-  WV/JACKSON
 HX3162  USGS QUAD   -  RAVENSWOOD (1994)
 HX3162
 HX3162                         *CURRENT SURVEY CONTROL
 HX3162  ___________________________________________________________________
 HX3162* NAD 83(1995)-  38 55 30.65074(N)    081 49 21.32610(W)     ADJUSTED  
 HX3162* NAVD 88     -       224.70   (meters)     737.2    (feet)  GPS OBS   
 HX3162  ___________________________________________________________________
 HX3162  X           -     706,741.101 (meters)                     COMP
 HX3162  Y           -  -4,918,178.827 (meters)                     COMP
 HX3162  Z           -   3,985,978.405 (meters)                     COMP
 HX3162  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 HX3162  ELLIP HEIGHT-         190.67  (meters)          (11/30/01) GPS OBS
 HX3162  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 HX3162
 HX3162  HORZ ORDER  -  FIRST
 HX3162  ELLP ORDER  -  FOURTH    CLASS II
 HX3162
 HX3162.This mark is at Jackson County Airport (I18)
 HX3162
 HX3162.The horizontal coordinates were established by GPS observations
 HX3162.and adjusted by the National Geodetic Survey in August 1997..
 HX3162
 HX3162.The orthometric height was determined by GPS observations and a
 HX3162.high-resolution geoid model.
 HX3162
 HX3162.GPS derived orthometric heights for airport stations designated as
 HX3162.PACS or SACS are published to 2 decimal places.  This maintains
 HX3162.centimeter relative accuracy between the PACS and SACS.  It does
 HX3162.not indicate centimeter accuracy relative to other marks which are
 HX3162.part of the NAVD 88 network.
 HX3162
 HX3162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX3162
 HX3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3162
 HX3162.The ellipsoidal height was determined by GPS observations
 HX3162.and is referenced to NAD 83.
 HX3162
 HX3162.The geoid height was determined by GEOID03.
 HX3162
 HX3162;                    North         East     Units Scale Factor Converg.
 HX3162;SPC WV S     -   213,999.216   528,667.232   MT  1.00000918   -0 30 30.7
 HX3162;SPC OH S     -   102,927.955   658,740.851   MT  0.99996782   +0 25 47.4
 HX3162;UTM  17      - 4,308,795.482   428,694.962   MT  0.99966261   -0 31 00.7
 HX3162
 HX3162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3162!SPC WV S     -   0.99997009  x   1.00000918  =   0.99997926
 HX3162!SPC OH S     -   0.99997009  x   0.99996782  =   0.99993791
 HX3162!UTM  17      -   0.99997009  x   0.99966261  =   0.99963271
 HX3162
 HX3162:                Primary Azimuth Mark                     Grid Az
 HX3162:SPC WV S     -  RAVPORT AZ MK                            030 17 30.5
 HX3162:SPC OH S     -  RAVPORT AZ MK                            029 21 12.4
 HX3162:UTM  17      -  RAVPORT AZ MK                            030 18 00.5
 HX3162
 HX3162|---------------------------------------------------------------------|
 HX3162| PID    Reference Object                     Distance      Geod. Az  |
 HX3162|                                                           dddmmss.s |
 HX3162| HX3165 RAVPORT AZ MK                       APPROX. 1.0 KM 0294659.8 |
 HX3162|---------------------------------------------------------------------|
 HX3162
 HX3162                          SUPERSEDED SURVEY CONTROL
 HX3162
 HX3162  ELLIP H (08/25/97)  190.71   (m)                       GP(       ) 4 2
 HX3162  NAD 83(1995)-  38 55 30.65460(N)    081 49 21.33114(W) AD(       ) 3
 HX3162  NAD 83(1986)-  38 55 30.65731(N)    081 49 21.32853(W) AD(       ) 3
 HX3162  NAD 27      -  38 55 30.36820(N)    081 49 21.85466(W) AD(       ) 3
 HX3162  NGVD 29 (02/23/89)  224.9    (m)          738.     (f) GPS OBS        
 HX3162
 HX3162.Superseded values are not recommended for survey control.
 HX3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3162.See file dsdata.txt to determine how the superseded data were derived.
 HX3162
 HX3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2869508795(NAD 83)
 HX3162_MARKER: DH = HORIZONTAL CONTROL DISK
 HX3162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3162_SP_SET: CONCRETE POST
 HX3162_STAMPING: RAVPORT 1986
 HX3162_MARK LOGO: NGS   
 HX3162_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX3162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX3162+STABILITY: SURFACE MOTION
 HX3162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX3162+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1996
 HX3162
 HX3162  HISTORY     - Date     Condition        Report By
 HX3162  HISTORY     - 1986     MONUMENTED       NGS
 HX3162  HISTORY     - 19870720 GOOD
 HX3162  HISTORY     - 19960724 GOOD             NGS
 HX3162
 HX3162                          STATION DESCRIPTION
 HX3162
 HX3162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HX3162'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF RAVENSWOOD, ON THE
 HX3162'JACKSON COUNTY AIRPORT, NEAR THE END OF RUNWAY 3.
 HX3162'OWNERSHIP JACKSON COUNTY AIRPORT COMMISSION COURTHOUSE RIBLEY W. VIR.
 HX3162'252271. CONTACT THE MANAGER, MR CHARLES ROGERS, TELE. 304-273-8114.
 HX3162'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE 77 AND
 HX3162'STATE HIGHWAY 2, EXIT 146, WHICH IS ABOUT 2.5 MILES EAST OF
 HX3162'RAVENSWOOD, GO WEST ON STATE 2 FOR 2.35 MILES TO THE JUNCTION WITH
 HX3162'STATE HIGHWAY 68 AT THE EDGE OF RAVENSWOOD. CONTINUE WESTERLY ON
 HX3162'STATE HIGHWAY 2 FOR 2.25 MILES TO AIRPORT ROAD. TURN RIGHT AND GO
 HX3162'NORTH ON AIRPORT ROAD FOR 0.9 MILE TO THE JACKSON COUNTY AIRPORT
 HX3162'AND A GATE.  PASS THROUGH LOCKED GATE AND GO NORTHWEST FOR
 HX3162'0.05 MILE TO A TAXIWAY, BEAR LEFT ON TAXIWAY FOR 0.05 MILES TO
 HX3162'THE RUNWAY.  TURN LEFT AND GO SOUTHWEST ON RUNWAY FOR 0.6 MILE
 HX3162'TO THE MARK ON THE LEFT INSIDE A TURN AROUND. TO REACH FROM THE
 HX3162'AZIMUTH MARK FROM THE GATE GO NORTHWEST OF 0.05 MILE TO A TAXIWAY,
 HX3162'BEAR LEFT ON THE TAXIWAY FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 HX3162'THE STATION IS STANDARD NGS DISK STAMPED --RAVPORT 1986-- SET INTO
 HX3162'THE TOP OF A ROUND CONCRETE MONUMENT 32 CM DIAMETER IN DIAMETER
 HX3162'RECESSED 1 CM BELOW GROUND.
 HX3162'METERS  FEET  HDNG  FROM
 HX3162'17.1    56.1  SE    THE CENTERLINE OF RUNWAY
 HX3162'28.0    91.86 SW    THE CENTER LINE OF TURN AROUND
 HX3162'22.25   73.0  NW    THE CENTER OF A METAL GRATE IN A CONCRETE
 HX3162'DRAINAGE BASIN
 HX3162'6.5     21.33 NE    THE CENTER OF LIGHT BOX WITH AN APRON INDICATOR
 HX3162'FOR TURNAROUND
 HX3162'0.3     0.98  NW    A FIBERGLASS WITNESS POST.
 HX3162'TYPED BY JAMES MALONEY 9/10/87.
 HX3162
 HX3162                          STATION RECOVERY (1987)
 HX3162
 HX3162'RECOVERED 1987
 HX3162'RECOVERED IN GOOD CONDITION.
 HX3162
 HX3162                          STATION RECOVERY (1996)
 HX3162
 HX3162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HX3162'THE STATION IS LOCATED ABOUT 44 KM (27.35 MI) SOUTH-SOUTHWEST OF
 HX3162'PARKERSBURG, 8 KM (4.95 MI) WEST OF INTERSTATE HIGHWAY 77, 7 KM (4.35
 HX3162'MI) SOUTHWEST OF RAVENSWOOD, 2 KM (1.25 MI) EAST OF THE OHIO RIVER AT
 HX3162'THE JACKSON COUNTY AIRPORT, NEAR THE NORTHWEST SIDE OF A TURNAROUND AT
 HX3162'RUNWAY END 3.  OWNERSHIP--JACKSON COUNTY AIRPORT COMMISSION,
 HX3162'COURTHOUSE, RIPLEY, W.V.  25271.  AIRPORT MANAGER IS RALPH DENNIS.
 HX3162'PHONE 304-273-8114.  CALL AHEAD TO MAKE SURE THE GATE IS UNLOCKED.  TO
 HX3162'REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 77 AND STATE HIGHWAY 2
 HX3162'(EXIT 146) ABOUT 4 KM (2.50 MI) EAST OF RAVENSWOOD, GO WEST ON HIGHWAY
 HX3162'2 FOR 3.78 KM (2.35 MI) TO THE JUNCTION OF STATE HIGHWAY 68 AT THE
 HX3162'EDGE OF RAVENSWOOD.  CONTINUE AHEAD, SOUTH AND WESTERLY, ON HIGHWAY 2
 HX3162'FOR 7.16 KM (4.45 MI) TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT,
 HX3162'NORTH, ON AIRPORT ROAD FOR 1.45 KM (0.90 MI) TO A LOCKED GATE AT THE
 HX3162'APRON.  PASS THROUGH THE GATE, NORTHWEST, AND ACROSS THE APRON FOR
 HX3162'0.08 KM (0.05 MI) TO A TAXI.  TURN LEFT, WEST-SOUTHWEST ALONG THE TAXI
 HX3162'FOR 0.08 KM (0.05 MI) TO THE RUNWAY. TURN LEFT, SOUTHWEST, ALONG THE
 HX3162'RUNWAY FOR 0.90 KM (0.55 MI) TO THE STATION ON THE LEFT.  THE STATION
 HX3162'IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST SET 2 CM BELOW THE
 HX3162'GROUND SURFACE.  IT IS 28.0 M (91.9 FT) SOUTHWEST OF THE CENTER OF THE
 HX3162'NORTHEAST SIDE OF THE TURNAROUND, 22.1 M (72.5 FT) NORTHWEST OF THE
 HX3162'CENTER OF A METAL DRAIN, 17.1 M (56.1 FT) EAST-SOUTHEAST OF THE CENTER
 HX3162'OF THE RUNWAY, 6.6 M (21.7 FT) NORTHEAST OF THE CENTER OF A LIGHT BOX
 HX3162'WITH AN ARROW, AND 0.35 M (1.15 FT) NORTHWEST OF A FIBERGLASS WITNESS
 HX3162'POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3165 ***********************************************************************
 HX3165  CBN         -  This is a Cooperative Base Network Control Station.
 HX3165  PACS        -  This is a Primary Airport Control Station.
 HX3165  DESIGNATION -  RAVPORT AZ MK
 HX3165  PID         -  HX3165
 HX3165  STATE/COUNTY-  WV/JACKSON
 HX3165  USGS QUAD   -  RAVENSWOOD (1994)
 HX3165
 HX3165                         *CURRENT SURVEY CONTROL
 HX3165  ___________________________________________________________________
 HX3165* NAD 83(1995)-  38 55 59.75710(N)    081 48 59.99791(W)     ADJUSTED  
 HX3165* NAVD 88     -       229.80   (meters)     753.9    (feet)  GPS OBS   
 HX3165  ___________________________________________________________________
 HX3165  EPOCH DATE  -        1995.00
 HX3165  X           -     707,169.929 (meters)                     COMP
 HX3165  Y           -  -4,917,551.376 (meters)                     COMP
 HX3165  Z           -   3,986,679.857 (meters)                     COMP
 HX3165  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 HX3165  ELLIP HEIGHT-         195.76  (meters)          (09/26/01) GPS OBS
 HX3165  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 HX3165
 HX3165  HORZ ORDER  -  B
 HX3165  ELLP ORDER  -  FOURTH    CLASS II
 HX3165
 HX3165.This mark is at Jackson County Airport (I18)
 HX3165
 HX3165.The horizontal coordinates were established by GPS observations
 HX3165.and adjusted by the National Geodetic Survey in December 1995..
 HX3165.The horizontal coordinates are valid at the epoch date displayed above.
 HX3165.The epoch date for horizontal control is a decimal equivalence
 HX3165.of Year/Month/Day.
 HX3165
 HX3165.The orthometric height was determined by GPS observations and a
 HX3165.high-resolution geoid model.
 HX3165
 HX3165.GPS derived orthometric heights for airport stations designated as
 HX3165.PACS or SACS are published to 2 decimal places.  This maintains
 HX3165.centimeter relative accuracy between the PACS and SACS.  It does
 HX3165.not indicate centimeter accuracy relative to other marks which are
 HX3165.part of the NAVD 88 network.
 HX3165
 HX3165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX3165
 HX3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3165
 HX3165.The ellipsoidal height was determined by GPS observations
 HX3165.and is referenced to NAD 83.
 HX3165
 HX3165.The geoid height was determined by GEOID03.
 HX3165
 HX3165;                    North         East     Units Scale Factor Converg.
 HX3165;SPC WV S     -   214,892.207   529,188.883   MT  1.00001102   -0 30 17.5
 HX3165;SPC OH S     -   103,829.331   659,247.786   MT  0.99996671   +0 26 00.9
 HX3165;UTM  17      - 4,309,688.086   429,216.562   MT  0.99966169   -0 30 47.6
 HX3165
 HX3165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3165!SPC WV S     -   0.99996929  x   1.00001102  =   0.99998031
 HX3165!SPC OH S     -   0.99996929  x   0.99996671  =   0.99993600
 HX3165!UTM  17      -   0.99996929  x   0.99966169  =   0.99963099
 HX3165
 HX3165:                Primary Azimuth Mark                     Grid Az
 HX3165:SPC WV S     -  RAVPORT                                  210 17 30.7
 HX3165:SPC OH S     -  RAVPORT                                  209 21 12.3
 HX3165:UTM  17      -  RAVPORT                                  210 18 00.8
 HX3165
 HX3165|---------------------------------------------------------------------|
 HX3165| PID    Reference Object                     Distance      Geod. Az  |
 HX3165|                                                           dddmmss.s |
 HX3165| HX3162 RAVPORT                             APPROX. 1.0 KM 2094713.2 |
 HX3165| AE2079 I18 A                               252.803 METERS 22704     |
 HX3165|---------------------------------------------------------------------|
 HX3165
 HX3165                          SUPERSEDED SURVEY CONTROL
 HX3165
 HX3165  ELLIP H (12/04/95)  195.81   (m)                       GP(1995.00) 4 1
 HX3165  NAD 83(1986)-  38 55 59.76381(N)    081 49 00.00022(W) AD(       ) 3
 HX3165  NAD 27      -  38 55 59.47474(N)    081 49 00.52696(W) AD(       ) 3
 HX3165  NGVD 29 (02/23/89)  230.0    (m)          755.     (f) GPS OBS        
 HX3165
 HX3165.Superseded values are not recommended for survey control.
 HX3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3165.See file dsdata.txt to determine how the superseded data were derived.
 HX3165
 HX3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2921709688(NAD 83)
 HX3165_MARKER: DZ = AZIMUTH MARK DISK
 HX3165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3165_SP_SET: CONCRETE POST
 HX3165_STAMPING: RAVPORT 1986
 HX3165_MARK LOGO: NGS   
 HX3165_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX3165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX3165+STABILITY: SURFACE MOTION
 HX3165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX3165+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1996
 HX3165
 HX3165  HISTORY     - Date     Condition        Report By
 HX3165  HISTORY     - 1986     MONUMENTED       NGS
 HX3165  HISTORY     - 19870720 GOOD
 HX3165  HISTORY     - 19950712 GOOD             NGS
 HX3165  HISTORY     - 19960724 GOOD             NGS
 HX3165
 HX3165                          STATION DESCRIPTION
 HX3165
 HX3165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HX3165'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF RAVENSWOOD, ON THE
 HX3165'JACKSON COUNTY AIRPORT, NEAR THE END OF RUNWAY 3.
 HX3165'OWNERSHIP JACKSON COUNTY AIRPORT COMMISSION COURTHOUSE RIBLEY W. VIR.
 HX3165'252271. CONTACT THE MANAGER, MR CHARLES ROGERS, TELE. 304-273-8114.
 HX3165'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE 77 AND
 HX3165'STATE HIGHWAY 2, EXIT 146, WHICH IS ABOUT 2.5 MILES EAST OF
 HX3165'RAVENSWOOD, GO WEST ON STATE 2 FOR 2.35 MILES TO THE JUNCTION WITH
 HX3165'STATE HIGHWAY 68 AT THE EDGE OF RAVENSWOOD. CONTINUE WESTERLY ON
 HX3165'STATE HIGHWAY 2 FOR 2.25 MILES TO AIRPORT ROAD. TURN RIGHT AND GO
 HX3165'NORTH ON AIRPORT ROAD FOR 0.9 MILE TO THE JACKSON COUNTY AIRPORT
 HX3165'AND A GATE.  PASS THROUGH LOCKED GATE AND GO NORTHWEST FOR
 HX3165'0.05 MILE TO A TAXIWAY, BEAR LEFT ON TAXIWAY FOR 0.05 MILES TO
 HX3165'THE RUNWAY.  TURN LEFT AND GO SOUTHWEST ON RUNWAY FOR 0.6 MILE
 HX3165'TO THE MARK ON THE LEFT INSIDE A TURN AROUND. TO REACH FROM THE
 HX3165'AZIMUTH MARK FROM THE GATE GO NORTHWEST OF 0.05 MILE TO A TAXIWAY,
 HX3165'BEAR LEFT ON THE TAXIWAY FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 HX3165'THE STATION IS STANDARD NGS DISK STAMPED --RAVPORT 1986-- SET INTO
 HX3165'THE TOP OF A ROUND CONCRETE MONUMENT 32 CM DIAMETER IN DIAMETER
 HX3165'RECESSED 1 CM BELOW GROUND.
 HX3165'METERS  FEET  HDNG  FROM
 HX3165'20.7    67.91 SE    THE CENTER LINE OF THE RUNWAY
 HX3165'43.1    141.4 NE    THE CENTER LINE OF THE TAXIWAY
 HX3165'7.2     23.62 W     THE SOUTHWEST CORNER OF A VASI LIGHT
 HX3165'6.7     21.98 W     THE CENTER OF A FUSE BOX FOR VASI
 HX3165'0.25    0.82  NW    A FIBERGLASS WITNESS POST
 HX3165'TYPED BY JAMES MALONEY 9/10/87.
 HX3165
 HX3165                          STATION RECOVERY (1987)
 HX3165
 HX3165'RECOVERED 1987
 HX3165'RECOVERED IN GOOD CONDITION.
 HX3165
 HX3165                          STATION RECOVERY (1995)
 HX3165
 HX3165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 HX3165'THE STATION IS LOCATED ABOUT 44 KM (27.35 MI) SOUTH-SOUTHWEST OF
 HX3165'PARKERSBURG, 8 KM (4.95 MI) WEST OF INTERSTATE HIGHWAY 77, 7 KM (4.35
 HX3165'MI) SOUTHWEST OF RAVENSWOOD, 2 KM (1.25 MI) EAST OF THE OHIO RIVER, AT
 HX3165'THE JACKSON COUNTY AIRPORT, NEAR THE SOUTHWEST END OF A GRASS ISLAND
 HX3165'BETWEEN THE TAXI AND RUNWAY, AND ACROSS TAXI FROM THE VASI LIGHTS.
 HX3165'OWNERSHIP--JACKSON COUNTY AIRPORT COMMISSION, COURTHOUSE, RIPLEY WV
 HX3165'25271.  AIRPORT MANAGER IS RALPH DENNIS, PHONE 304-273-8114.  CALL
 HX3165'AHEAD TO MAKE SURE THE GATE IS UNLOCKED.  TO REACH FROM THE JUNCTION
 HX3165'OF INTERSTATE HIGHWAY 77 AND STATE HIGHWAY 2 (EXIT 146) ABOUT 4 KM
 HX3165'(2.50 MI) EAST OF RAVENSWOOD, GO WEST ON HIGHWAY 2 FOR 3.78 KM (2.35
 HX3165'MI) TO THE JUNCTION OF STATE HIGHWAY 68 AT THE EDGE OF RAVENSWOOD.
 HX3165'CONTINUE AHEAD, SOUTH AND WESTERLY ON HIGHWAY 2 FOR 7.16 KM (4.45 MI)
 HX3165'TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT, NORTH ON AIRPORT ROAD FOR
 HX3165'1.45 KM (0.90 MI) TO A LOCKED GATE AT THE APRON.  PASS THROUGH THE
 HX3165'GATE, NORTHWEST AND ACROSS THE APRON FOR 0.08 KM (0.05 MI) TO A TAXI.
 HX3165'TURN LEFT, WEST-SOUTHWEST ALONG THE TAXI FOR 0.08 KM (0.05 MI) TO
 HX3165'STATION ON THE RIGHT JUST BEFORE THE RUNWAY.  THE STATION IS RECESSED
 HX3165'2 CM BELOW GROUND.  IT IS 20.7 M (67.9 FT) EAST-SOUTHEAST OF THE
 HX3165'CENTER OF THE RUNWAY, 20.2 M (66.3 FT) NORTHWEST OF THE CENTER OF THE
 HX3165'TAXI AND 0.20 M (0.66 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 HX3165'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 HX3165'AIRPORT CONTROL STATION.
 HX3165
 HX3165                          STATION RECOVERY (1996)
 HX3165
 HX3165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HX3165'THE STATION IS LOCATED ABOUT 44 KM (27.35 MI) SOUTH-SOUTHWEST OF
 HX3165'PARKERSBURG, 8 KM (4.95 MI) WEST OF INTERSTATE HIGHWAY 77, 7 KM (4.35
 HX3165'MI) SOUTHWEST OF RAVENSWOOD, 2 KM (1.25 MI) EAST OF THE OHIO RIVER AT
 HX3165'THE JACKSON COUNTY AIRPORT, NEAR THE SOUTHWEST END OF A GRASS ISLAND
 HX3165'BETWEEN THE TAXI AND RUNWAY, AND ACROSS TAXI FROM THE VASI LIGHTS.
 HX3165'OWNERSHIP--JACKSON COUNTY AIRPORT COMMISSION, COURTHOUSE, RIPLEY, W.V.
 HX3165'25271.  AIRPORT MANAGER IS RALPH DENNIS. PHONE 304-273-8114.  CALL
 HX3165'AHEAD TO MAKE SURE THE GATE IS UNLOCKED. TO REACH FROM THE JUNCTION OF
 HX3165'INTERSTATE HIGHWAY 77 AND STATE HIGHWAY 2 (EXIT 146) ABOUT 4 KM (2.50
 HX3165'MI) EAST OF RAVENSWOOD, GO WEST ON HIGHWAY 2 FOR 3.78 KM (2.35 MI) TO
 HX3165'THE JUNCTION OF STATE HIGHWAY 68 AT THE EDGE OF RAVENSWOOD.  CONTINUE
 HX3165'AHEAD, SOUTH AND WESTERLY, ON HIGHWAY 2 FOR 7.16 KM (4.45 MI) TO
 HX3165'AIRPORT ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON AIRPORT ROAD FOR
 HX3165'1.45 KM (0.90 MI) TO A LOCKED GATE AT THE APRON.  PASS THROUGH THE
 HX3165'GATE, NORTHWEST, AND ACROSS THE APRON FOR 0.08 KM (0.05 MI) TO A TAXI.
 HX3165'TURN LEFT, WEST-SOUTHWEST ALONG THE TAXI FOR 0.08 KM (0.05 MI) TO
 HX3165'STATION ON THE RIGHT JUST BEFORE THE RUNWAY.  THE STATION IS SET IN
 HX3165'THE TOP OF A 30 CM ROUND CONCRETE POST SET 2 CM BELOW THE GROUND
 HX3165'SURFACE.  IT IS 20.7 M (67.9 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 HX3165'RUNWAY, 20.2 M (66.3 FT) NORTHWEST OF THE CENTER OF THE TAXI, AND 0.20
 HX3165'M (0.66 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1461 ***********************************************************************
 JW1461  DESIGNATION -  RAYMOND
 JW1461  PID         -  JW1461
 JW1461  STATE/COUNTY-  WV/HARDY
 JW1461  USGS QUAD   -  NEEDMORE (1970)
 JW1461
 JW1461                         *CURRENT SURVEY CONTROL
 JW1461  ___________________________________________________________________
 JW1461* NAD 83(1995)-  39 05 25.67693(N)    078 48 33.75296(W)     ADJUSTED  
 JW1461* NAVD 88     -       705.16   (+/-2cm)    2313.5    (feet)  VERTCON   
 JW1461  ___________________________________________________________________
 JW1461  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 JW1461  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JW1461
 JW1461  HORZ ORDER  -  THIRD
 JW1461  VERT ORDER  -  THIRD ? (See Below)
 JW1461
 JW1461.The horizontal coordinates were established by classical geodetic methods
 JW1461.and adjusted by the National Geodetic Survey in April 1998..
 JW1461
 JW1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1461.The vertical order pertains to the NGVD 29 superseded value.
 JW1461
 JW1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1461
 JW1461.The geoid height was determined by GEOID03.
 JW1461
 JW1461;                    North         East     Units Scale Factor Converg.
 JW1461;SPC WV N     -    65,781.438   659,748.494   MT  0.99998413   +0 26 25.7
 JW1461;UTM  17      - 4,329,100.099   689,457.757   MT  1.00004199   +1 22 54.1
 JW1461
 JW1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1461!SPC WV N     -   0.99989446  x   0.99998413  =   0.99987859
 JW1461!UTM  17      -   0.99989446  x   1.00004199  =   0.99993645
 JW1461
 JW1461:                Primary Azimuth Mark                     Grid Az
 JW1461:SPC WV N     -  RAYMOND AZ MK                            039 31 29.4
 JW1461:UTM  17      -  RAYMOND AZ MK                            038 35 01.0
 JW1461
 JW1461|---------------------------------------------------------------------|
 JW1461| PID    Reference Object                     Distance      Geod. Az  |
 JW1461|                                                           dddmmss.s |
 JW1461| CK7315 RAYMOND AZ MK                                      0395755.1 |
 JW1461| CK7316 RAYMOND RM 1                         11.483 METERS 04201     |
 JW1461| CK7317 RAYMOND RM 2                         16.792 METERS 12846     |
 JW1461|---------------------------------------------------------------------|
 JW1461
 JW1461                          SUPERSEDED SURVEY CONTROL
 JW1461
 JW1461  NAD 83(1995)-  39 05 25.68158(N)    078 48 33.75414(W) AD(       ) 3
 JW1461  NAD 83(1995)-  39 05 25.68181(N)    078 48 33.75742(W) AD(       ) 3
 JW1461  NAD 83(1986)-  39 05 25.68230(N)    078 48 33.75736(W) AD(       ) 3
 JW1461  NAD 27      -  39 05 25.29320(N)    078 48 34.69270(W) AD(       ) 3
 JW1461  NGVD 29 (07/19/86)  705.32   (m)         2314.0    (f) LEVELING    3  
 JW1461
 JW1461.Superseded values are not recommended for survey control.
 JW1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1461.See file dsdata.txt to determine how the superseded data were derived.
 JW1461
 JW1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD8945829100(NAD 83)
 JW1461_MARKER: DS = TRIANGULATION STATION DISK
 JW1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1461
 JW1461  HISTORY     - Date     Condition        Report By
 JW1461  HISTORY     - 1956     MONUMENTED       CGS
 JW1461
 JW1461                          STATION DESCRIPTION
 JW1461
 JW1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1461'STATION ID LOCATED ABOUT 9.0 MILES EAST NORTHEAST OF MOOREFIELD AND
 JW1461'ABOUT 0.05 MILE NORTH OF
 JW1461'STATE HIGHWAY 55 ON THE HIGHWAY SUMMIT OF SOUTH BRANCH MOUNTAIN.
 JW1461'IT IS ON THE PROPERTY OF MR.
 JW1461'RAYMOND ORNDORFF.
 JW1461'
 JW1461'STATION ID REACHED AS FOLLOWS- FROM THE JUNCTION OF U. S. HIGHWAY AND
 JW1461'STATE HIGHWAY NO. 55, IN
 JW1461'MOOREFIELD, GO EASTERLY ON STATE HIGHWAY NO. 55 FOR 11.3 MILES
 JW1461'TO A SIGN DENOTING THE SUMMIT OF
 JW1461'SOUTH BRANCH MOUNTAIN AND A DRIVEWAY ON THE LEFT.
 JW1461'TURN LEFT AND GO 0.05 MILE TO STATION ON THE EAST
 JW1461'SIDE OF A TRACK ROAD.
 JW1461'
 JW1461'STATION, STAMPED RAYMOND 1956, IS A STANDARD USC AND GS BRONZE DISK
 JW1461'SET IN THE TOP OF A 10
 JW1461'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE
 JW1461'THE GROUND.  IT IS 48.6 FEET EAST
 JW1461'NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 6.3
 JW1461'FEET EAST OF THE CENTERLINE OF A TRACK ROAD, 4.0
 JW1461'FEET WEST OF A GATE POST AND
 JW1461'10 FEET SOUTH OF A WHITE WITNESS POST.
 JW1461'
 JW1461'R.M. NO. 1, STAMPED RAYMOND NO 1 1956, IS A STANDARD USC AND GS
 JW1461'BRONZE DISK SET IN THE
 JW1461'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3
 JW1461'INCHES ABOVE THE GROUND.  IT
 JW1461'IS 1.2 FEET WEST OF THE FENCELINE, 39.5 FEET NORTH
 JW1461'OF THE GATE POST, 7.5 FEET EAST OF THE
 JW1461'CENTERLINE OF THE TRACK ROAD AND ABOUT
 JW1461'2 FEET LOWER THAN THE STATION.
 JW1461'
 JW1461'R.M. NO. 2, STAMPED RAYMOND NO 2 1956, IS A STANDARD USC AND GS
 JW1461'BRONZE DISK SET IN THE
 JW1461'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH
 JW1461'AND IS ABOUT THE SAME
 JW1461'ELEVATION AS THE STATION.  IT IS 1.3 FEET NORTH OF THE
 JW1461'FENCELINE AND 41.0 FEET EAST OF A FENCE CORNER.
 JW1461'
 JW1461'AZIMUTH MARK, STAMPED RAYMOND 1956, IS A STANDARD USC AND GS BRONZE
 JW1461'DISK SET IN THE TOP
 JW1461'OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4
 JW1461'INCHES ABOVE THE GROUND.  IT IS
 JW1461'6.5 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD
 JW1461'AND 1.5 FEET WEST OF THE SOUTWEST FENCE CONRER OF
 JW1461'CEMETERY.  TO REACH THE
 JW1461'AZIMUTH MARK FROM THE STATION GO NORTH, ON TRACK ROAD 0.25 MILE TO
 JW1461'THE AZIMUTH MARK AT
 JW1461'THE SOUTHWEST CORNER OF THE CEMETARY.
 JW1461'
 JW1461'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0557 ***********************************************************************
 HY0557  DESIGNATION -  RECTOR
 HY0557  PID         -  HY0557
 HY0557  STATE/COUNTY-  WV/LINCOLN
 HY0557  USGS QUAD   -  BIG CREEK (1962)
 HY0557
 HY0557                         *CURRENT SURVEY CONTROL
 HY0557  ___________________________________________________________________
 HY0557* NAD 83(1995)-  38 01 33.61458(N)    082 01 47.91179(W)     ADJUSTED  
 HY0557* NAVD 88     -       442.546  (meters)    1451.92   (feet)  ADJUSTED  
 HY0557  ___________________________________________________________________
 HY0557  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 HY0557  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HY0557  DYNAMIC HT  -         442.229 (meters)    1450.88  (feet)  COMP
 HY0557  MODELED GRAV-     979,899.8   (mgal)                       NAVD 88
 HY0557
 HY0557  HORZ ORDER  -  THIRD
 HY0557  VERT ORDER  -  SECOND    CLASS 0
 HY0557
 HY0557.The horizontal coordinates were established by classical geodetic methods
 HY0557.and adjusted by the National Geodetic Survey in April 1998..
 HY0557
 HY0557.The orthometric height was determined by differential leveling
 HY0557.and adjusted by the National Geodetic Survey in June 1991..
 HY0557
 HY0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY0557
 HY0557.The geoid height was determined by GEOID03.
 HY0557
 HY0557.The dynamic height is computed by dividing the NAVD 88
 HY0557.geopotential number by the normal gravity value computed on the
 HY0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0557.degrees latitude (g = 980.6199 gals.).
 HY0557
 HY0557.The modeled gravity was interpolated from observed gravity values.
 HY0557
 HY0557;                    North         East     Units Scale Factor Converg.
 HY0557;SPC WV S     -   114,376.661   509,574.909   MT  0.99992948   -0 38 12.2
 HY0557;UTM  17      - 4,209,200.789   409,601.658   MT  0.99970064   -0 38 04.3
 HY0557
 HY0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY0557!SPC WV S     -   0.99993566  x   0.99992948  =   0.99986515
 HY0557!UTM  17      -   0.99993566  x   0.99970064  =   0.99963632
 HY0557
 HY0557|---------------------------------------------------------------------|
 HY0557| PID    Reference Object                     Distance      Geod. Az  |
 HY0557|                                                           dddmmss.s |
 HY0557| HY0555 RECTOR RM 1                          20.715 METERS 05636     |
 HY0557| HX3107 MUD                                 APPROX.11.4 KM 0805046.9 |
 HY0557| HY0556 RECTOR RM 2                          20.426 METERS 12747     |
 HY0557|---------------------------------------------------------------------|
 HY0557
 HY0557                          SUPERSEDED SURVEY CONTROL
 HY0557
 HY0557  NAD 83(1995)-  38 01 33.61720(N)    082 01 47.91360(W) AD(       ) 3
 HY0557  NAD 83(1986)-  38 01 33.62189(N)    082 01 47.91754(W) AD(       ) 3
 HY0557  NAD 27      -  38 01 33.26700(N)    082 01 48.46200(W) AD(       ) 3
 HY0557  NGVD 29 (??/??/92)  442.765  (m)         1452.64   (f) ADJ UNCH    2 0
 HY0557
 HY0557.Superseded values are not recommended for survey control.
 HY0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0557.See file dsdata.txt to determine how the superseded data were derived.
 HY0557
 HY0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC0960209201(NAD 83)
 HY0557_MARKER: DS = TRIANGULATION STATION DISK
 HY0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0557_STAMPING: RECTOR 1957
 HY0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0557+STABILITY: SURFACE MOTION
 HY0557
 HY0557  HISTORY     - Date     Condition        Report By
 HY0557  HISTORY     - 1957     MONUMENTED       CGS
 HY0557  HISTORY     - 1957     GOOD             CGS
 HY0557
 HY0557                          STATION DESCRIPTION
 HY0557
 HY0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY0557'STATION IS ON A HIGH WOODED HILL APPROXIMATELY 5.5 MILES EAST OF
 HY0557'HARTS, 3.5 MILES NORTH OF CHAPMANVILLE, 1.5 MILES NORTHEAST OF BIG
 HY0557'CREEK AND ON LAND OWNED BY MR. SQUIRE VANNETTER.
 HY0557'
 HY0557'TO REACH FROM THE POST OFFICE IN HARTS, GO SOUTHEAST ON STATE HIGHWAY
 HY0557'10 FOR 1.6 MILES TO A SCHOOL HOUSE ON THE RIGHT, CONTINUE ON U.S.
 HY0557'HIGHWAY 10 FOR 1.25 MILES TO A ROAD ON THE LEFT, AT A RED TILE STORE
 HY0557'BUILDING AND SERVICE STATION ON THE LEFT, TURN LEFT AND GO NORTHEAST
 HY0557'FOR 0.2 MILE TO A SCHOOL HOUSE ON THE RIGHT, CONTINUE STRAIGHT
 HY0557'AHEAD FOR 0.25 MILE TO A FORK, TAKE THE RIGHT FORK AND GO 1.6 MILES
 HY0557'TO THE TOP OF RIDGE AND SEVERAL ROAD JUNCTIONS, CONTINUE STRAIGHT
 HY0557'AHEAD, DOWN HILL, FOR 1.0 MILE TO A FORK, (JUST AFTER CROSSING A
 HY0557'BRIDGE), KEEP RIGHT FORK, PAST A SCHOOL, AND GO 3.25 MILES TO A SIDE
 HY0557'ROAD ON THE RIGHT, AT HOUSE WITH RED ROOF ON THE LEFT AND WHERE THE
 HY0557'ROAD CURVES TO THE LEFT, TURN RIGHT ONTO SIDE ROAD AND GO WEST UP
 HY0557'SIDE OF MOUNTAIN FOR 0.4 MILE TO A FORK, KEEP LEFT FORK AROUND
 HY0557'SIDE OF MOUNTAIN FOR 0.8 MILE TO A HOUSE BELOW THE ROAD AT HEAD OF
 HY0557'HOLLOW ON THE RIGHT, CONTINUE AROUND MOUNTAIN ON ROAD FOR 0.2 MILE TO
 HY0557'THE TOP OF RIDGE AND THE JUNCTION OF FIVE ROADS, TURN SHARP TO THE
 HY0557'LEFT AND GO SOUTH, UP AND AROUND SIDE OF RIDGE ON ROAD FOR 0.2
 HY0557'MILE TO A TRIANGULAR BLAZE ON A 10 INCH POPULAR TREE ON THE LEFT AND
 HY0557'THE END OF TRUCK TRAVEL FOR A TWO WHEEL DRIVE.  FROM HERE PACK
 HY0557'SOUTH SOUTHWEST UP HILL ON CLEARED ROAD FOR ABOUT 10 MINUTES TO
 HY0557'THE TOP OF HILL AND THE STATION ON THE HIGHEST POINT.
 HY0557'
 HY0557'STATION MARKS ARE STANDARD DISKS STAMPED RECTOR 1957.  THE SURFACE
 HY0557'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  THE
 HY0557'UNDERGROUND DISK IS SET IN AN AN IRREGULAR MASS OF CONCRETE 20
 HY0557'INCHES BELOW THE SURFACE OF THE GROUND.  A STANDARD WITNESS POST WAS
 HY0557'SET 4 FEET SOUTH OF THE MARK.
 HY0557'
 HY0557'REFERENCE MARK NO.1, A STANDARD DISK STAMPED RECTOR NO 1 1957, IS SET
 HY0557'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 10 FEET
 HY0557'NORTHWEST OF THE CENTER OF CLEARED ROAD, 7.5 FEET WEST OF A 18 INCH
 HY0557'PINE TREE, APPROXIMATELY 12 FEET LOWER IN ELEVATION THAN THE STATION
 HY0557'AND ON THE EAST SLOPE OF THE HILL.
 HY0557'
 HY0557'REFERENCE MARK NO.2, A STANDARD DISK STAMPED RECTOR NO 2 1957, IS SET
 HY0557'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 HY0557'APPROXIMATELY 6 FEET LOWER IN ELEVATION THAN THE STATION AND ON THE
 HY0557'SOUTHEAST SLOPE OF THE HILL.
 HY0557'
 HY0557'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 HY0557'
 HY0557'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HY0557
 HY0557                          STATION RECOVERY (1957)
 HY0557
 HY0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 HY0557'4.8 MI SW FROM DOLLIE.
 HY0557'ABOUT 3.1 MILES WEST-SOUTHWEST ALONG GRAVEL ROAD FROM THE SCHOOL
 HY0557'AT DOLLIE, THENCE 1.35 MILE SOUTH ALONG TRAIL ROAD, THENCE 0.12
 HY0557'MILE EAST-SOUTHEAST ALONG TRAIL ROAD FOLLOWING THE RIDGE, THENCE
 HY0557'0.13 MILE SOUTH-SOUTHEAST AND UPHILL ALONG A JEEP TRAIL, THENCE
 HY0557'0.15 MILE SOUTH AND SOUTHWEST ALONG JEEP TRAIL FOLLOWING THE
 HY0557'TOP OF THE RIDGE, ON THE HIGHEST SPOT OF THE HILL, 67 FEET
 HY0557'NORTHWEST OF RM 2, 68 1/2 FEET SOUTHWEST OF RM 1, 51 FEET
 HY0557'NORTH-NORTHWEST OF A BLAZED 24-INCH RED OAK TREE, A STATION DISK
 HY0557'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES, 3 1/2
 HY0557'FEET NORTH OF A CONCRETE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0555 ***********************************************************************
 HY0555  DESIGNATION -  RECTOR RM 1
 HY0555  PID         -  HY0555
 HY0555  STATE/COUNTY-  WV/LINCOLN
 HY0555  USGS QUAD   -  BIG CREEK (1962)
 HY0555
 HY0555                         *CURRENT SURVEY CONTROL
 HY0555  ___________________________________________________________________
 HY0555* NAD 83(1986)-  38 01 33.     (N)    082 01 47.     (W)     SCALED    
 HY0555* NAVD 88     -       437.344  (meters)    1434.85   (feet)  ADJUSTED  
 HY0555  ___________________________________________________________________
 HY0555  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HY0555  DYNAMIC HT  -         437.032 (meters)    1433.83  (feet)  COMP
 HY0555  MODELED GRAV-     979,899.8   (mgal)                       NAVD 88
 HY0555
 HY0555  VERT ORDER  -  SECOND    CLASS 0
 HY0555
 HY0555.The horizontal coordinates were scaled from a topographic map and have
 HY0555.an estimated accuracy of +/- 6 seconds.
 HY0555
 HY0555.The orthometric height was determined by differential leveling
 HY0555.and adjusted by the National Geodetic Survey in June 1991..
 HY0555
 HY0555.The geoid height was determined by GEOID03.
 HY0555
 HY0555.The dynamic height is computed by dividing the NAVD 88
 HY0555.geopotential number by the normal gravity value computed on the
 HY0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0555.degrees latitude (g = 980.6199 gals.).
 HY0555
 HY0555.The modeled gravity was interpolated from observed gravity values.
 HY0555
 HY0555;                    North         East    Units  Estimated Accuracy
 HY0555;SPC WV S     -   114,360.      509,600.      MT  (+/- 180 meters Scaled)
 HY0555
 HY0555                          SUPERSEDED SURVEY CONTROL
 HY0555
 HY0555  NGVD 29 (??/??/92)  437.563  (m)         1435.57   (f) ADJ UNCH    2 0
 HY0555
 HY0555.Superseded values are not recommended for survey control.
 HY0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0555.See file dsdata.txt to determine how the superseded data were derived.
 HY0555
 HY0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC096091(NAD 83)
 HY0555_MARKER: DR = REFERENCE MARK DISK
 HY0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0555_STAMPING: RECTOR NO 1 1957
 HY0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0555+STABILITY: SURFACE MOTION
 HY0555
 HY0555  HISTORY     - Date     Condition        Report By
 HY0555  HISTORY     - 1957     MONUMENTED       CGS
 HY0555
 HY0555                          STATION DESCRIPTION
 HY0555
 HY0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0555'4.8 MI SW FROM DOLLIE.
 HY0555'ABOUT 3.1 MILE WEST-SOUTHWEST ALONG GRAVEL ROAD FROM THE SCHOOL
 HY0555'AT DOLLIE, THENCE 1.35 MILE SOUTH ALONG TRAIL ROAD, THENCE 0.12
 HY0555'MILE EAST-SOUTHEAST ALONG TRAIL ROAD FOLLOWING THE RIDGE, THENCE
 HY0555'0.13 MILE SOUTH-SOUTHEAST AND UPHILL ALONG A JEEP TRAIL, THENCE
 HY0555'0.15 MILE SOUTH AND SOUTHWEST ALONG JEEP TRAIL FOLLOWING THE
 HY0555'TOP OF THE RIDGE, 68 1/2 FEET NORTHEAST OF STATION RECTOR, 77
 HY0555'FEET NORTH OF RM 2, 8 FEET NORTHWEST OF THE CENTER LINE OF THE
 HY0555'JEEP TRAIL, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 HY0555'POST PROJECTING 3 INCHES, ABOUT 15 FEET BELOW THE TOP OF THE
 HY0555'HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0556 ***********************************************************************
 HY0556  DESIGNATION -  RECTOR RM 2
 HY0556  PID         -  HY0556
 HY0556  STATE/COUNTY-  WV/LINCOLN
 HY0556  USGS QUAD   -  BIG CREEK (1962)
 HY0556
 HY0556                         *CURRENT SURVEY CONTROL
 HY0556  ___________________________________________________________________
 HY0556* NAD 83(1986)-  38 01 33.     (N)    082 01 47.     (W)     SCALED    
 HY0556* NAVD 88     -       440.015  (meters)    1443.62   (feet)  ADJUSTED  
 HY0556  ___________________________________________________________________
 HY0556  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HY0556  DYNAMIC HT  -         439.700 (meters)    1442.58  (feet)  COMP
 HY0556  MODELED GRAV-     979,899.8   (mgal)                       NAVD 88
 HY0556
 HY0556  VERT ORDER  -  SECOND    CLASS 0
 HY0556
 HY0556.The horizontal coordinates were scaled from a topographic map and have
 HY0556.an estimated accuracy of +/- 6 seconds.
 HY0556
 HY0556.The orthometric height was determined by differential leveling
 HY0556.and adjusted by the National Geodetic Survey in June 1991..
 HY0556
 HY0556.The geoid height was determined by GEOID03.
 HY0556
 HY0556.The dynamic height is computed by dividing the NAVD 88
 HY0556.geopotential number by the normal gravity value computed on the
 HY0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0556.degrees latitude (g = 980.6199 gals.).
 HY0556
 HY0556.The modeled gravity was interpolated from observed gravity values.
 HY0556
 HY0556;                    North         East    Units  Estimated Accuracy
 HY0556;SPC WV S     -   114,360.      509,600.      MT  (+/- 180 meters Scaled)
 HY0556
 HY0556                          SUPERSEDED SURVEY CONTROL
 HY0556
 HY0556  NGVD 29 (??/??/92)  440.234  (m)         1444.33   (f) ADJ UNCH    2 0
 HY0556
 HY0556.Superseded values are not recommended for survey control.
 HY0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0556.See file dsdata.txt to determine how the superseded data were derived.
 HY0556
 HY0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC096091(NAD 83)
 HY0556_MARKER: DR = REFERENCE MARK DISK
 HY0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0556_STAMPING: RECTOR NO 2 1957
 HY0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0556+STABILITY: SURFACE MOTION
 HY0556
 HY0556  HISTORY     - Date     Condition        Report By
 HY0556  HISTORY     - 1957     MONUMENTED       CGS
 HY0556
 HY0556                          STATION DESCRIPTION
 HY0556
 HY0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0556'4.8 MI SW FROM DOLLIE.
 HY0556'ABOUT 3.1 MILE WEST-SOUTHWEST ALONG GRAVEL ROAD FROM THE SCHOOL
 HY0556'AT DOLLIE, THENCE 1.35 MILE SOUTH ALONG TRAIL ROAD, THENCE 0.12
 HY0556'MILE EAST-SOUTHEAST ALONG TRAIL ROAD FOLLOWING THE RIDGE, THENCE
 HY0556'0.13 MILE SOUTH-SOUTHEAST AND UPHILL ALONG A JEEP TRAIL, THENCE
 HY0556'0.15 MILE SOUTH AND SOUTHWEST ALONG JEEP TRAIL FOLLOWING THE
 HY0556'TOP OF THE RIDGE, 67 FEET SOUTHEAST OF THE HIGHEST SPOT OF THE
 HY0556'HILL, 67 FEET SOUTHEAST OF STATION RECTOR, 77 FEET SOUTH OF RM
 HY0556'1, 41 FEET EAST OF A BLAZED 24-INCH RED OAK TREE, 30 FEET
 HY0556'SOUTHEAST OF THE JEEP TRAIL, SET IN THE TOP OF A CONCRETE POST
 HY0556'PROJECTING 3 INCHES A REFERENCE MARK DISK, ABOUT 10 FEET BELOW
 HY0556'THE LEVEL OF THE TOP OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2900 ***********************************************************************
 HX2900  DESIGNATION -  RED
 HX2900  PID         -  HX2900
 HX2900  STATE/COUNTY-  WV/WEBSTER
 HX2900  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX2900
 HX2900                         *CURRENT SURVEY CONTROL
 HX2900  ___________________________________________________________________
 HX2900* NAD 83(1995)-  38 21 11.03814(N)    080 26 25.75990(W)     ADJUSTED  
 HX2900* NAVD 88     -      1129.7    (meters)    3706.     (feet)  VERTCON   
 HX2900  ___________________________________________________________________
 HX2900  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 HX2900  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HX2900
 HX2900  HORZ ORDER  -  SECOND
 HX2900
 HX2900.The horizontal coordinates were established by classical geodetic methods
 HX2900.and adjusted by the National Geodetic Survey in April 1998..
 HX2900
 HX2900.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2900
 HX2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2900
 HX2900.The geoid height was determined by GEOID03.
 HX2900
 HX2900;                    North         East     Units Scale Factor Converg.
 HX2900;SPC WV S     -   150,323.087   648,902.975   MT  0.99992999   +0 20 45.2
 HX2900;UTM  17      - 4,245,137.740   548,887.314   MT  0.99962943   +0 20 49.9
 HX2900
 HX2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2900!SPC WV S     -   0.99982760  x   0.99992999  =   0.99975760
 HX2900!UTM  17      -   0.99982760  x   0.99962943  =   0.99945709
 HX2900
 HX2900|---------------------------------------------------------------------|
 HX2900| PID    Reference Object                     Distance      Geod. Az  |
 HX2900|                                                           dddmmss.s |
 HX2900| HX2897 RED OAK LOOKOUT TOWER                15.767 METERS 00654     |
 HX2900| DC4168 RED RM 1                             24.022 METERS 10754     |
 HX2900| HX2891 MIKE                                APPROX.15.9 KM 1561234.2 |
 HX2900| DC4169 RED RM 2                             22.082 METERS 24925     |
 HX2900|---------------------------------------------------------------------|
 HX2900
 HX2900                          SUPERSEDED SURVEY CONTROL
 HX2900
 HX2900  NAD 83(1986)-  38 21 11.04497(N)    080 26 25.77342(W) AD(       ) 2
 HX2900  NAD 27      -  38 21 10.64140(N)    080 26 26.47260(W) AD(       ) 2
 HX2900  NGVD 29 (07/19/86) 1129.8    (m)         3707.     (f) VERT ANG       
 HX2900
 HX2900.Superseded values are not recommended for survey control.
 HX2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2900.See file dsdata.txt to determine how the superseded data were derived.
 HX2900
 HX2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC4888745138(NAD 83)
 HX2900_MARKER: DS = TRIANGULATION STATION DISK
 HX2900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2900
 HX2900  HISTORY     - Date     Condition        Report By
 HX2900  HISTORY     - 1961     MONUMENTED       CGS
 HX2900
 HX2900                          STATION DESCRIPTION
 HX2900
 HX2900'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2900'STATION IS LOCATED ABOUT 9 MILES SOUTH OF WEBSTER SPRINGS, ABOUT
 HX2900'8-1/2 MILES EAST OF
 HX2900'CAMDEN AND ABOUT 4 MILES SOUTHEAST OF COWEN.  IT IS ON A HIGH
 HX2900'FLAT KNOB AND NEAR THE RED OAK
 HX2900'LOOKOUT TOWER.  STATION IS 19.5 FEET NORTH
 HX2900'OF THE NORTHWEST CORNER OF SHED, 34 FEET
 HX2900'SOUTHWEST OF AN 18 INCH TREE, 3.3
 HX2900'FEET NORTH OF A METAL WITNESS POST WITH SIGN.  STATION IS
 HX2900'MARKED BY A
 HX2900'STANDARD DISK CEMENTED IN THE TOP OF A 14 BY 14 INCH CONCRETE
 HX2900'MONUMENT THAT PROJECTS 4
 HX2900'INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 HX2900'RED 1961.
 HX2900'
 HX2900'TO REACH THE STATION FROM THE POST OFFICE IN RICHWOOD, GO NORTHEASTLY
 HX2900'ON US HIGHWAY NO.
 HX2900'39 FOR 0.9 MILE TO A SURFACED ROAD LEFT AT A SIGN 76.
 HX2900'TURN LEFT AND GO WESTERLY UP HILL
 HX2900'FOR 2.5 MILES TO THE END OF SURFACED
 HX2900'ROAD AND SIDE ROAD LEFT AT SIGN WOODBINE PICNIC AREA
 HX2900'3.  TURN LEFT AND
 HX2900'FOLLOW MAIN TRAVELED GRADED ROAD FOR 3.0 MILES TO A REVERSE FORK ON
 HX2900'THE LEFT AT SIGN
 HX2900'WOODBINE PICNIC AREA 1/2, CONTINUE STRAIGHT AHEAD ON MAIN
 HX2900'TRAVELED ROAD FOR 6.0 MILES TO
 HX2900'A SIDE ROAD LEFT AT SIGN RED OAK L.O. 5
 HX2900'DYER 6.  TURN SHARP LEFT AND GO UP HILL ON MAIN
 HX2900'TRAVELED ROAD FOR 2.1 MILES
 HX2900'TO A FORK AND SIGN RED OAK TOWER 3.  TAKE RIGHT FORK AND GO UP
 HX2900'HILL ON MAIN
 HX2900'TRAVELED ROAD FOR 2.55 MILES TO STATION AS DESCRIBED.
 HX2900'
 HX2900'REFERENCE MARK NO. 1 IS 59 FEET EAST OF NORTHEAST CORNER OF SHED.
 HX2900'IT IS MARKED BY A
 HX2900'STANDARD DISK CEMENTED IN THE TOP OF 14 BY 14 INCH CONCRETE
 HX2900'MONUMENT THAT PROJECTS 4 INCHES
 HX2900'ABOVE THE SURFACE OF THE GROUND AND THE
 HX2900'DISK IS STAMPED RED NO 1 1961.
 HX2900'
 HX2900'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP
 HX2900'OF A 14 BY 14 INCH
 HX2900'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE SURFACE
 HX2900'OF THE GROUND AND THE DISK IS STAMPED
 HX2900'RED NO 2 1961.
 HX2900'
 HX2900'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 HX2900'
 HX2900'HEIGHT OF LIGHT ABOVE STATION MARK 21.98 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3142 ***********************************************************************
 HX3142  DESIGNATION -  RED HOUSE
 HX3142  PID         -  HX3142
 HX3142  STATE/COUNTY-  WV/PUTNAM
 HX3142  USGS QUAD   -  WINFIELD (1989)
 HX3142
 HX3142                         *CURRENT SURVEY CONTROL
 HX3142  ___________________________________________________________________
 HX3142* NAD 83(1995)-  38 33 13.16833(N)    081 53 01.19911(W)     ADJUSTED  
 HX3142* NAVD 88     -       312.1    (meters)    1024.     (feet)  VERTCON   
 HX3142  ___________________________________________________________________
 HX3142  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 HX3142  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HX3142
 HX3142  HORZ ORDER  -  FIRST
 HX3142
 HX3142.The horizontal coordinates were established by classical geodetic methods
 HX3142.and adjusted by the National Geodetic Survey in April 1998..
 HX3142
 HX3142.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3142
 HX3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3142
 HX3142.The geoid height was determined by GEOID03.
 HX3142
 HX3142;                    North         East     Units Scale Factor Converg.
 HX3142;SPC WV S     -   172,807.957   522,977.851   MT  0.99994639   -0 32 46.6
 HX3142;UTM  17      - 4,267,617.491   423,002.677   MT  0.99967301   -0 33 02.8
 HX3142
 HX3142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3142!SPC WV S     -   0.99995629  x   0.99994639  =   0.99990268
 HX3142!UTM  17      -   0.99995629  x   0.99967301  =   0.99962931
 HX3142
 HX3142|---------------------------------------------------------------------|
 HX3142| PID    Reference Object                     Distance      Geod. Az  |
 HX3142|                                                           dddmmss.s |
 HX3142| DC4172 RED HOUSE RM 3                       10.107 METERS 03755     |
 HX3142| HX3122 NITRO JOHN AMOS STACK               APPROX.10.4 KM 1493254.4 |
 HX3142| DC4170 RED HOUSE RM 1                        9.729 METERS 15856     |
 HX3142| HX3125 SIMMS 2 RM 3                        APPROX.11.8 KM 1612133.6 |
 HX3142| DC4171 RED HOUSE RM 2                       15.455 METERS 23402     |
 HX3142|---------------------------------------------------------------------|
 HX3142
 HX3142                          SUPERSEDED SURVEY CONTROL
 HX3142
 HX3142  NAD 83(1995)-  38 33 13.17355(N)    081 53 01.20599(W) AD(       ) 1
 HX3142  NAD 83(1986)-  38 33 13.17569(N)    081 53 01.20661(W) AD(       ) 1
 HX3142  NAD 27      -  38 33 12.85733(N)    081 53 01.72073(W) AD(       ) 1
 HX3142  NGVD 29 (07/19/86)  312.3    (m)         1025.     (f) VERT ANG       
 HX3142
 HX3142.Superseded values are not recommended for survey control.
 HX3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3142.See file dsdata.txt to determine how the superseded data were derived.
 HX3142
 HX3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2300367617(NAD 83)
 HX3142_MARKER: DD = SURVEY DISK
 HX3142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3142_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HX3142
 HX3142  HISTORY     - Date     Condition        Report By
 HX3142  HISTORY     - 1976     MONUMENTED       NGS
 HX3142  HISTORY     - 1977     GOOD             NGS
 HX3142
 HX3142                          STATION DESCRIPTION
 HX3142
 HX3142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3142'THE STATION IS ABOUT 3 MILES NORTHEAST OF ELEANOR, 2 MILES
 HX3142'NORTHWEST OF HOMETOWN, 1-1/2 MILES NORTH-NORTHEAST OF
 HX3142'WINFIELD AND ON PROPERTY OWNED BY MR. CHARLES FRALEY OF
 HX3142'ELEANOR, TELEPHONE NUMBER 304-586-2571.
 HX3142'
 HX3142'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HX3142'34 AND 62 AT THE NORTH END OF THE WINFIELD TOLL BRIDGE,
 HX3142'GO EASTERLY ON HIGHWAYS 34 AND 62 FOR 0.75 MILE TO A SIDE
 HX3142'ROAD LEFT.  TURN LEFT AND GO NORTHEASTERLY ON HIGHWAY 34
 HX3142'FOR 0.9 MILE TO A DIM TRACK ROAD RIGHT, JUST BEFORE A SHARP
 HX3142'CURVE RIGHT AND THE HOME OF MR. HOMER CRINER ON THE LEFT.
 HX3142'TURN RIGHT AND GO EASTERLY ON TRACK ROAD UPHILL FOR 0.2 MILE
 HX3142'TO THE TOP OF THE HILL AND THE STATION.
 HX3142'
 HX3142'STATION MARKS ARE STANDARD DISKS STAMPED---RED HOUSE 1976---.
 HX3142'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HX3142'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 57 FEET
 HX3142'EAST OF A 24-INCH TRIANGLE BLAZED OAK TREE AND 32 FEET NORTH OF
 HX3142'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 HX3142'IRREGULAR MASS OF CONCRETE THAT IS 36 INCHES BELOW THE GROUND.
 HX3142'
 HX3142'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---RED HOUSE NO 1
 HX3142'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HX3142'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 HX3142'53 FEET EAST OF THE TRIANGLE BLAZED TREE, 2 FEET WEST OF THE
 HX3142'METAL WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 HX3142'
 HX3142'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---RED HOUSE NO 2
 HX3142'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HX3142'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 HX3142'54.6 FEET WEST OF THE METAL WITNESS POST, 9 FEET NORTHEAST
 HX3142'OF THE TRIANGLE BLAZED TREE AND ABOUT 1 FOOT HIGHER THAN THE
 HX3142'STATION.
 HX3142'
 HX3142'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 HX3142'HEIGHT OF LIGHT ABOVE THE MARK WAS 30.6 METERS.
 HX3142
 HX3142                          STATION RECOVERY (1977)
 HX3142
 HX3142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HX3142'NO OTHER OBJECTS VISIBLE FROM THE GROUND.
 HX3142'
 HX3142'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 HX3142'AS PREVIOUSLY DESCRIBED.  A DIFFERENCE OF 0.02 FOOT OR 0.006 METER
 HX3142'SHORTER DISTANCE WAS NOTED TO REFERENCE MARK ONE.  A LONGER
 HX3142'DISTANCE OF 0.002 FOOT OR 0.007 METER WAS NOTED TO REFERENCE MARK
 HX3142'TWO.  THE ANGLE BETWEEN THE REFERENCE MARKS WAS WITHIN CLOSE
 HX3142'AGREEMENT WITH THE 1976 OBSERVATION.  REFERENCE MARK TWO WAS IN
 HX3142'DANGER OF DESTRUCTION BY THE BUILDING OF A NEW HOUSE.  A NEW
 HX3142'REFERENCE MARK 3 WAS ESTABLISHED AND REFERENCE MARK TWO
 HX3142'WAS THEN DESTROYED.
 HX3142'
 HX3142'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 HX3142'
 HX3142'THE STATION IS LOCATED ABOUT 20 AIRLINE MILES NORTHWEST OF
 HX3142'CHARLESTON, 1-1/2 MILES NORTH-NORTHEAST OF WINFIELD AND 0.1 MILE
 HX3142'WEST OF A TELEVISION CABLE ANTENNA.  IT IS ON A HIGH WOODED HILL
 HX3142'WHICH IS OWNED BY MR. CHARLES E. FARLEY JR., P.O. BOX 126 ELEANOR,
 HX3142'WEST VIRGINIA.  TELEPHONE NUMBER (304) 586 2517.
 HX3142'
 HX3142'TO REACH FROM THE NORTH END OF THE TOLL BRIDGE OVER THE KANAWHA
 HX3142'RIVER IN THE TOWN OF WINFIELD, GO EAST ON STATE HIGHWAYS 34 AND 62
 HX3142'FOR 0.8 MILE TO A FORK, STATE HIGHWAY 62 GOES RIGHT AND STATE
 HX3142'HIGHWAY 34 GOES LEFT.  BEAR LEFT AND GO NORTHEAST ON STATE HIGHWAY
 HX3142'34 FOR 0.85 MILE TO A SIDE ROAD RIGHT.  BEAR RIGHT AND GO UPHILL
 HX3142'ON A PRIVATE DRIVE FOR 0.15 MILE TO MR. FARLEYS HOUSE AND THE STATION
 HX3142'BEHIND THE HOUSE.
 HX3142'
 HX3142'THE STATION MARK IS A STANDARD DISK STAMPED RED HOUSE 1976, SET IN
 HX3142'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 HX3142'1-INCH.  IT IS ABOUT 30 FEET NORTHEAST OF MR. FARLEYS HOUSE, 32
 HX3142'FEET NORTHEAST OF A WITNESS POST, 20 FEET SOUTHEAST OF A 30-INCH
 HX3142'OAK TREE AND 19 FEET NORTH OF A 20-INCH OAK TREE.
 HX3142'
 HX3142'REFERENCE MARK ONE IS A STANDARD DISK STAMPED RED HOUSE NO 1 1976,
 HX3142'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 HX3142'3-INCHES.  IT IS ABOUT 20 FEET EAST OF MR. FARLEYS HOUSE, 15 FEET
 HX3142'SOUTHWEST OF THE 20-INCH OAK TREE AND 2.3 FEET NORTHWEST OF THE
 HX3142'WITNESS POST.
 HX3142'
 HX3142'REFERENCE MARK THREE IS A STANDARD DISK STAMPED RED HOUSE 1976 NO 3
 HX3142'1977, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS
 HX3142'FLUSH WITH THE SURFACE.  IT IS ABOUT 50 FEET NORTHEAST OF MR.
 HX3142'FARLEYS HOUSE, 55 FEET NORTHEAST OF THE WITNESS POST AND 25 FEET
 HX3142'SOUTHEAST OF THE 30-INCH OAK TREE.
 HX3142'
 HX3142'THERE IS NO SUITABLE LOCATION TO ESTABLISH AN AZIMUTH MARK.
 HX3142'
 HX3142'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES NNE
 HX3142'OF WINFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2897 ***********************************************************************
 HX2897  DESIGNATION -  RED OAK LOOKOUT TOWER
 HX2897  PID         -  HX2897
 HX2897  STATE/COUNTY-  WV/WEBSTER
 HX2897  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX2897
 HX2897                         *CURRENT SURVEY CONTROL
 HX2897  ___________________________________________________________________
 HX2897* NAD 83(1995)-  38 21 11.54579(N)    080 26 25.68197(W)     ADJUSTED  
 HX2897* NAVD 88     -                                                        
 HX2897  ___________________________________________________________________
 HX2897  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 HX2897  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HX2897
 HX2897  HORZ ORDER  -  THIRD
 HX2897
 HX2897.The horizontal coordinates were established by classical geodetic methods
 HX2897.and adjusted by the National Geodetic Survey in April 1998..
 HX2897
 HX2897
 HX2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2897
 HX2897.The geoid height was determined by GEOID03.
 HX2897
 HX2897;                    North         East     Units Scale Factor Converg.
 HX2897;SPC WV S     -   150,338.750   648,904.772   MT  0.99993000   +0 20 45.2
 HX2897;UTM  17      - 4,245,153.399   548,889.110   MT  0.99962943   +0 20 49.9
 HX2897
 HX2897                          SUPERSEDED SURVEY CONTROL
 HX2897
 HX2897  NAD 83(1986)-  38 21 11.55261(N)    080 26 25.69522(W) AD(       ) 4
 HX2897  NAD 27      -  38 21 11.14900(N)    080 26 26.39500(W) AD(       ) 3
 HX2897
 HX2897.Superseded values are not recommended for survey control.
 HX2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2897.See file dsdata.txt to determine how the superseded data were derived.
 HX2897
 HX2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC4888945153(NAD 83)
 HX2897_MARKER: 57 = LOOKOUT TOWER
 HX2897
 HX2897  HISTORY     - Date     Condition        Report By
 HX2897  HISTORY     - 1961     FIRST OBSERVED   CGS
 HX2897
 HX2897                          STATION DESCRIPTION
 HX2897
 HX2897'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2897'TO REACH THE STATION FROM THE POST OFFICE IN RICHWOOD, GO NORTHEASTLY
 HX2897'ON US HIGHWAY NO.
 HX2897'39 FOR 0.9 MILE TO A SURFACED ROAD LEFT AT A SIGN 76.
 HX2897'TURN LEFT AND GO WESTERLY UP HILL
 HX2897'FOR 2.5 MILES TO THE END OF SURFACED
 HX2897'ROAD AND SIDE ROAD LEFT AT SIGN WOODBINE PICNIC AREA
 HX2897'3.  TURN LEFT AND
 HX2897'FOLLOW MAIN TRAVELED GRADED ROAD FOR 3.0 MILES TO A REVERSE FORK ON
 HX2897'THE LEFT AT SIGN
 HX2897'WOODBINE PICNIC AREA 1/2, CONTINUE STRAIGHT AHEAD ON MAIN
 HX2897'TRAVELED ROAD FOR 6.0 MILES TO
 HX2897'A SIDE ROAD LEFT AT SIGN RED OAK L.O. 5
 HX2897'DYER 6.  TURN SHARP LEFT AND GO UP HILL ON MAIN
 HX2897'TRAVELED ROAD FOR 2.1 MILES
 HX2897'TO A FORK AND SIGN RED OAK TOWER 3.  TAKE RIGHT FORK AND GO UP
 HX2897'HILL ON MAIN
 HX2897'TRAVELED ROAD FOR 2.55 MILES TO STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2876 ***********************************************************************
 HX2876  DESIGNATION -  RED=SPRUCE
 HX2876  PID         -  HX2876
 HX2876  STATE/COUNTY-  WV/POCAHONTAS
 HX2876  USGS QUAD   -  WOODROW (1995)
 HX2876
 HX2876                         *CURRENT SURVEY CONTROL
 HX2876  ___________________________________________________________________
 HX2876* NAD 83(1995)-  38 19 35.15947(N)    080 09 14.83594(W)     ADJUSTED  
 HX2876* NAVD 88     -      1436.     (meters)    4711.     (feet)  SCALED    
 HX2876  ___________________________________________________________________
 HX2876  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 HX2876  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HX2876
 HX2876  HORZ ORDER  -  FIRST
 HX2876
 HX2876.The horizontal coordinates were established by classical geodetic methods
 HX2876.and adjusted by the National Geodetic Survey in April 1998..
 HX2876
 HX2876.The orthometric height was scaled from a topographic map.
 HX2876
 HX2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2876
 HX2876.The geoid height was determined by GEOID03.
 HX2876
 HX2876;                    North         East     Units Scale Factor Converg.
 HX2876;SPC WV S     -   147,556.848   673,958.790   MT  0.99992874   +0 31 22.5
 HX2876;UTM  17      - 4,242,372.939   573,936.129   MT  0.99966732   +0 31 28.5
 HX2876
 HX2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2876!SPC WV S     -   0.99977952  x   0.99992874  =   0.99970828
 HX2876!UTM  17      -   0.99977952  x   0.99966732  =   0.99944691
 HX2876
 HX2876|---------------------------------------------------------------------|
 HX2876| PID    Reference Object                     Distance      Geod. Az  |
 HX2876|                                                           dddmmss.s |
 HX2876| HX2877 SPRUCE KNOB LOOKOUT TOWER            13.449 METERS 01344     |
 HX2876| DC4369 SPRUCE RM 1                           9.631 METERS 02235     |
 HX2876| DC4368 SPRUCE AZ MK                                       2124412.8 |
 HX2876| DC4370 RED RP                                7.345 METERS 22302     |
 HX2876|---------------------------------------------------------------------|
 HX2876
 HX2876                          SUPERSEDED SURVEY CONTROL
 HX2876
 HX2876  NAD 83(1986)-  38 19 35.16481(N)    080 09 14.84990(W) AD(       ) 1
 HX2876  NAD 27      -  38 19 34.73550(N)    080 09 15.60290(W) AD(       ) 1
 HX2876
 HX2876.Superseded values are not recommended for survey control.
 HX2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2876.See file dsdata.txt to determine how the superseded data were derived.
 HX2876
 HX2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7393642373(NAD 83)
 HX2876_MARKER: DD = SURVEY DISK
 HX2876_SETTING: 80 = SET IN A BOULDER
 HX2876_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HX2876
 HX2876  HISTORY     - Date     Condition        Report By
 HX2876  HISTORY     - 1941     MONUMENTED       USFS
 HX2876  HISTORY     - 1944     GOOD             CGS
 HX2876  HISTORY     - 1957     GOOD             CGS
 HX2876  HISTORY     - 1961     GOOD             CGS
 HX2876
 HX2876                          STATION DESCRIPTION
 HX2876
 HX2876'DESCRIBED BY US FOREST SERVICE 1941 (GWL)
 HX2876'STATION IS ABOUT 8 MILES NNW OF MARLINTON ON SPRUCE KNOB OF RED
 HX2876'LICK MOUNTAIN.
 HX2876'
 HX2876'STATION IS A STANDARD U.S. FOREST SERVICE DISK ON WHICH IS
 HX2876'SCRATCHED A SMALL
 HX2876'TRIANGLE AROUND A SMALLER CROSS, SET IN A LARGE
 HX2876'BOULDER WHICH IS THE HIGHEST POINT
 HX2876'ON THE KNOB AND IS STAMPED RED
 HX2876'1502 1933.
 HX2876'
 HX2876'REFERENCE MARK NO. 1 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 HX2876'IN A LARGE FLAT
 HX2876'BOULDER, AND IS STAMPED SPRUCE NO. 1 USDA 1941.
 HX2876'
 HX2876'THE ORIGINAL U.S. FOREST SERVICE REFERENCE MARK IS USED AS
 HX2876'REFERENCE MARK NO.
 HX2876'2.  IT IS A STANDARD FOREST SERVICE DISK ON WHICH
 HX2876'IS SCRATCHED AN ARROW POINTING TOWARD
 HX2876'THE STATION AND ON WHICH IS
 HX2876'STAMPED R.P. 1934.
 HX2876'
 HX2876'THE DISTANCE AND DIRECTION WERE MEASURED TO THE CENTER OF THE
 HX2876'SQUARE FORMED BY
 HX2876'THE BASES OF THE LEGS OF SPRUCE KNOB LOOKOUT TOWER.
 HX2876'THIS IS A WOODEN TOWER ABOUT 50
 HX2876'FEET HIGH BELONGING TO THE U.S.FOREST SERVICE.
 HX2876'
 HX2876'AZIMUTH MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A
 HX2876'BOULDER,
 HX2876'PROJECTING ABOUT 1 FOOT AND IS STAMPED SPRUCE USDA 1941.
 HX2876'IT IS ABOUT 100 YARDS S OF
 HX2876'A FARMHOUSE, 103 FEET SE OF A FENCE CORNER,
 HX2876'AND 28 FEET W OF THE CENTER OF A ROAD.
 HX2876'
 HX2876'LIGHTS ELEVATED 4 FEET AT STATIONS GAULEY, PADDYS KNOB, AND
 HX2876'BALD KNOB 47 FEET
 HX2876'AT BRIERY 2, AND 60 FEET AT BALD WERE VISIBLE
 HX2876'FROM 10 FEET ABOVE THE STATION AFTER
 HX2876'CUTTING THE TOPS OF A FEW SMALL TREES.
 HX2876'
 HX2876'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219
 HX2876'AND STATE HIGHWAY
 HX2876'43 IN MARLINTON, GO N ON 219 FOR 3.5 MILES AND
 HX2876'TURN LEFT, THENCE WESTERLY 4.5 MILES
 HX2876'TO THE SETTLEMENT OF WOODROW,
 HX2876'THENCE CONTINUE STRAIGHT AHEAD 1.6 MILES AND TAKE THE
 HX2876'RIGHT FORK,
 HX2876'THENCE 0.1 MILE AND TURN RIGHT THROUGH A GATE, THENCE NORTHERLY
 HX2876'0.6 MILE TO THE
 HX2876'AZIMUTH MARK ON THE LEFT, THENCE CONTINUE ON THE
 HX2876'MAIN ROAD 1.7 MILES TO A GATE AT
 HX2876'THE EDGE OF THE WOODS AND THE END
 HX2876'OF TRUCK TRAVEL, THENCE CONTINUE ON WAGON ROAD TO
 HX2876'THE TOP OF THE
 HX2876'HILL AND THE STATION.  THE CLIMB AFOOT REQUIRED ABOUT 40 MINUTES
 HX2876'WITH PACKS.
 HX2876
 HX2876                          STATION RECOVERY (1944)
 HX2876
 HX2876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2876'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS
 HX2876'WERE FOUND IN GOOD
 HX2876'CONDITION.  THE DISTANCES TO THE REFERENCE
 HX2876'MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 HX2876'
 HX2876'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 HX2876
 HX2876                          STATION RECOVERY (1957)
 HX2876
 HX2876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HX2876'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 HX2876'DESCRIBED AND WERE FOUND TO
 HX2876'BE IN GOOD CONDITION.
 HX2876'
 HX2876'THE ORIGINAL DESCRIPTION OF THE STATION IS ADEQUATE FOR RECOVERY.
 HX2876'THE ROUTE TO REACH THE
 HX2876'STATION WAS CHECKED AND FOUND TO BE CORRECT.
 HX2876
 HX2876                          STATION RECOVERY (1961)
 HX2876
 HX2876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2876'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HX2876'GOOD CONDITION.
 HX2876'THE DESCRIPTION OF HOW TO REACH THE STATION IS ADEQUATE.  THE
 HX2876'STATION WAS NOT OBSERVED FROM ON
 HX2876'THIS DATE.
 HX2876'
 HX2876'A STEEL TOWER COULD NOT BE ERECTED OVER THE STATION MARK, THEREFORE
 HX2876'REFERENCE MARK
 HX2876'NUMBER 3 WAS ESTABLISHED AND OCCUPIED.  A TRAVERSE WAS MADE
 HX2876'AND THE DISTANCE IS 18.768 METERS
 HX2876'OR 61.58 FEET.
 HX2876'
 HX2876'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED SPRUCE NO 3 1961,
 HX2876'CEMENTED IN A
 HX2876'DRILL HOLE IN THE TOP OF AN OUTCROPPING ROCK WHICH MEASURES
 HX2876'3 BY 3 FEET AND PROJECTS ABOUT 3 INCHES.
 HX2876'
 HX2876'A JEEP CAN BE DRIVEN TO THE STATION IN DRY WEATHER BY USING EXTREME
 HX2876'CARE.
 HX2876'
 HX2876'DISTANCE TO REFERENCE MARK NUMBER 1 IS 9.615 METERS OR 31.55 FEET.
 HX2876'
 HX2876'DISTANCE TO REFERENCE MARK NUMBER 2 IS 7.352 METERS OR 24.12 FEET.
 HX2876'
 HX2876'DISTANCE TO THE SPRUCE KNOB LOOKOUT TOWER (CENTER), IS 13.448 METERS
 HX2876'OR 44.12 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3052 ***********************************************************************
 HX3052  DESIGNATION -  REED
 HX3052  PID         -  HX3052
 HX3052  STATE/COUNTY-  WV/KANAWHA
 HX3052  USGS QUAD   -  CHARLESTON EAST (1976)
 HX3052
 HX3052                         *CURRENT SURVEY CONTROL
 HX3052  ___________________________________________________________________
 HX3052* NAD 83(1995)-  38 18 48.96132(N)    081 33 33.24410(W)     ADJUSTED  
 HX3052* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 HX3052  ___________________________________________________________________
 HX3052  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 HX3052  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 HX3052
 HX3052  HORZ ORDER  -  SECOND
 HX3052
 HX3052.The horizontal coordinates were established by classical geodetic methods
 HX3052.and adjusted by the National Geodetic Survey in April 1998..
 HX3052
 HX3052.The orthometric height was scaled from a topographic map.
 HX3052
 HX3052.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3052
 HX3052.The geoid height was determined by GEOID03.
 HX3052
 HX3052;                    North         East     Units Scale Factor Converg.
 HX3052;SPC WV S     -   145,942.519   551,094.775   MT  0.99992821   -0 20 44.6
 HX3052;UTM  17      - 4,240,758.485   451,110.349   MT  0.99962944   -0 20 48.2
 HX3052
 HX3052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3052!SPC WV S     -   0.99997647  x   0.99992821  =   0.99990468
 HX3052!UTM  17      -   0.99997647  x   0.99962944  =   0.99960592
 HX3052
 HX3052|---------------------------------------------------------------------|
 HX3052| PID    Reference Object                     Distance      Geod. Az  |
 HX3052|                                                           dddmmss.s |
 HX3052| DC4180 REED RM 1                            25.528 METERS 06653     |
 HX3052| DC4181 REED RM 2                            19.270 METERS 31439     |
 HX3052| DC4179 REED AZ MK                                         3284919.1 |
 HX3052|---------------------------------------------------------------------|
 HX3052
 HX3052                          SUPERSEDED SURVEY CONTROL
 HX3052
 HX3052  NAD 83(1995)-  38 18 48.96953(N)    081 33 33.24966(W) AD(       ) 2
 HX3052  NAD 83(1986)-  38 18 48.96965(N)    081 33 33.25047(W) AD(       ) 2
 HX3052  NAD 27      -  38 18 48.61400(N)    081 33 33.81600(W) AD(       ) 2
 HX3052
 HX3052.Superseded values are not recommended for survey control.
 HX3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3052.See file dsdata.txt to determine how the superseded data were derived.
 HX3052
 HX3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5111040758(NAD 83)
 HX3052_MARKER: DS = TRIANGULATION STATION DISK
 HX3052_SETTING: 0 = UNSPECIFIED SETTING
 HX3052
 HX3052  HISTORY     - Date     Condition        Report By
 HX3052  HISTORY     - 1944     MONUMENTED       CGS
 HX3052  HISTORY     - 1956     SEE DESCRIPTION  USGS
 HX3052
 HX3052                          STATION DESCRIPTION
 HX3052
 HX3052'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3052'STATION IS LOCATED ON THE NE SIDE OF U.S. HIGHWAY 60 AND 21, ABOUT
 HX3052'5-1/2 MILES SE OF THE CENTER OF
 HX3052'CHARLESTON.  THE MARK IS SET IN THE NE ANGLE OF A
 HX3052'ROAD INTERSECTION AND ABOUT
 HX3052'MIDWAY BETWEEN DRY BRANCH AND CAMPBELLS
 HX3052'CREEK.  IT IS 18 FEET N OF THE APPROXIMATE
 HX3052'CENTER LINE OF THE DIRT
 HX3052'CROSS ROAD AND 24 FEET E OF THE E CURBING OF THE BOULEVARD.
 HX3052'
 HX3052'STATION IS MARKED BY A BRONZE STATION DISK SET IN THE TOP OF
 HX3052'A CONCRETE POST.
 HX3052'THE DISK IS STAMPED REED 1944 AND IS FLUSH
 HX3052'WITH THE SURFACE OF THE GROUND.
 HX3052'UNDERGROUND MARK IS A BRONZE DISK
 HX3052'SET IN CONCRETE.
 HX3052'
 HX3052'REFERENCE MARK 1 IS AT THE S EDGE OF A CULTIVATED FIELD, 23
 HX3052'FEET N OF THE
 HX3052'APPROXIMATE CENTER LINE OF A DIRT ROAD.  IT IS A
 HX3052'BRONZE REFERENCE DISK SET IN THE
 HX3052'TOP OF A CONCRETE POST AND IS
 HX3052'STAMPED REED NO 1 1944.
 HX3052'
 HX3052'REFERENCE MARK 2 IS A BRONZE DISK SET IN A DRILL HOLE IN THE
 HX3052'SIDEWALK, ABOUT 2
 HX3052'FEET E OF THE CURBING ON THE E SIDE OF THE BOULEVARD.
 HX3052'IT IS STAMPED REED NO 2 1944.
 HX3052'
 HX3052'AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE AT THE
 HX3052'TOP OF A CONCRETE
 HX3052'PILLAR OF A CONCRETE BRIDGE.  THE PILLAR IS
 HX3052'ABOUT 4 FEET IN HEIGHT AND IS
 HX3052'LOCATED AT THE NE END OF THE BRIDGE.
 HX3052'IT IS STAMPED REED 1944.
 HX3052'
 HX3052'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119
 HX3052'AND U.S. HIGHWAY
 HX3052'21 AND 60 SE OF CHARLESTON, GO SE ON COMBINED
 HX3052'HIGHWAY 60 AND 21 FOR 2.45 MILES TO
 HX3052'A CONCRETE BRIDGE AND THE AZIMUTH
 HX3052'MARK ON THE LEFT.  CONTINUE 0.35 MILE TO A CROSS ROAD AND
 HX3052'STATION ON THE LEFT.
 HX3052'
 HX3052'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 HX3052
 HX3052                          STATION RECOVERY (1956)
 HX3052
 HX3052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HX3052'NEW TURNPIKE CONSTRUCTION IN THE AREA HAS EITHER DESTROYED OR COVERED
 HX3052'THE STATION.
 HX3052'
 HX3052'REFERENCE MARK 2 IS OKAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3464 ***********************************************************************
 HW3464  DESIGNATION -  REEDS
 HW3464  PID         -  HW3464
 HW3464  STATE/COUNTY-  WV/PENDLETON
 HW3464  USGS QUAD   -  CIRCLEVILLE (1995)
 HW3464
 HW3464                         *CURRENT SURVEY CONTROL
 HW3464  ___________________________________________________________________
 HW3464* NAD 83(1995)-  38 44 16.33044(N)    079 22 43.39227(W)     ADJUSTED  
 HW3464* NAVD 88     -      1136.2    (meters)    3728.     (feet)  VERTCON   
 HW3464  ___________________________________________________________________
 HW3464  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 HW3464  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HW3464
 HW3464  HORZ ORDER  -  THIRD
 HW3464
 HW3464.The horizontal coordinates were established by classical geodetic methods
 HW3464.and adjusted by the National Geodetic Survey in April 1998..
 HW3464
 HW3464.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3464
 HW3464.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3464
 HW3464.The geoid height was determined by GEOID03.
 HW3464
 HW3464;                    North         East     Units Scale Factor Converg.
 HW3464;SPC WV S     -   194,121.885   740,951.284   MT  0.99997225   +1 00 08.2
 HW3464;UTM  17      - 4,288,936.067   640,910.123   MT  0.99984451   +1 00 52.9
 HW3464
 HW3464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3464!SPC WV S     -   0.99982663  x   0.99997225  =   0.99979888
 HW3464!UTM  17      -   0.99982663  x   0.99984451  =   0.99967117
 HW3464
 HW3464:                Primary Azimuth Mark                     Grid Az
 HW3464:SPC WV S     -  NORTH MOUNTAIN LOOKOUT TOWER             019 36 40.8
 HW3464:UTM  17      -  NORTH MOUNTAIN LOOKOUT TOWER             019 35 56.1
 HW3464
 HW3464|---------------------------------------------------------------------|
 HW3464| PID    Reference Object                     Distance      Geod. Az  |
 HW3464|                                                           dddmmss.s |
 HW3464| HW3472 NORTH MOUNTAIN LOOKOUT TOWER        APPROX.12.6 KM 0203649.0 |
 HW3464| DC4182 REEDS RM 1                           10.479 METERS 18802     |
 HW3464| DC4183 REEDS RM 2                           10.145 METERS 28138     |
 HW3464|---------------------------------------------------------------------|
 HW3464
 HW3464                          SUPERSEDED SURVEY CONTROL
 HW3464
 HW3464  NAD 83(1995)-  38 44 16.33092(N)    079 22 43.40264(W) AD(       ) 3
 HW3464  NAD 83(1986)-  38 44 16.33318(N)    079 22 43.40352(W) AD(       ) 3
 HW3464  NAD 27      -  38 44 15.92560(N)    079 22 44.24380(W) AD(       ) 3
 HW3464  NGVD 29 (07/19/86) 1136.3    (m)         3728.     (f) VERT ANG       
 HW3464
 HW3464.Superseded values are not recommended for survey control.
 HW3464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3464.See file dsdata.txt to determine how the superseded data were derived.
 HW3464
 HW3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC4091088936(NAD 83)
 HW3464_MARKER: DS = TRIANGULATION STATION DISK
 HW3464_SETTING: 80 = SET IN A BOULDER
 HW3464_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3464
 HW3464  HISTORY     - Date     Condition        Report By
 HW3464  HISTORY     - 1956     MONUMENTED       CGS
 HW3464
 HW3464                          STATION DESCRIPTION
 HW3464
 HW3464'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3464'STATION IS LOCATED ON NORTH MOUNTAIN, AIRLINE, ABOUT 7 MILES NORTH
 HW3464'NORTHWEST OF FRANKLIN, 6-1/2
 HW3464'MILES SOUTH OF MOUTH OF SENECA, 3-1/2 MILES EAST OF RIVERTON AND
 HW3464'1-1/2 MILES WEST OF REEDS CREEK.
 HW3464'
 HW3464'STATION IS REACHED AS FOLLOWS, FROM THE U.S. POST OFFICE IN FRANKLIN,
 HW3464'GO NORTH ON U.S. HIGHWAY 220
 HW3464'FOR 0.35 MILES TO THE JUNCTION WITH U.S. HIGHWAY 33, CONTINUE NORTH
 HW3464'ON HIGHWAYS 220 AND 33 FOR 0.55
 HW3464'MILE TO WHERE HIGHWAY 33 TURNS LEFT, TURN LEFT,
 HW3464'WESTERLY, ON U.S. HIGHWAY 33 AND GO 8.2 MILES TO
 HW3464'THE TOP OF THE PASS AND A SIGN ON
 HW3464'THE RIGHT NORTH MOUNTAIN TRAIL, TURN RIGHT, NORTH, ON A TRACK ROAD
 HW3464'(NORTH MOUNTAIN TRAIL)
 HW3464'AND GO 0.2 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTHERLY
 HW3464'ON A FAIRLY LEVEL TRAIL FOR ABOUT
 HW3464'2-1/2 MILES (1 HOUR) TO A TRIANGULAR BLAZED TREE
 HW3464'ON THE RIGHT AND THE STATION ON THE LEFT, 58.0 FEET
 HW3464'WEST OF THE TRAIL.
 HW3464'
 HW3464'STATION MARK, STAMPED REEDS 1956, IS A STANDARD DISK CEMENTED IN A
 HW3464'DRILL HOLE IN A
 HW3464'BOULDER 1 FOOT SQUARE, ABOUT 2 INCHES BELOW THE GROUND LEVEL AND
 HW3464'SURROUNDED BY ROCKS.  IT IS 58.0
 HW3464'FEET WEST OF THE TRAIL, 23.5 FEET NORTH OF AN 18 INCH OAK TREE
 HW3464'AND IN A SMALL OPENING.
 HW3464'
 HW3464'REFERENCE MARK NUMBER 1, STAMPED REEDS NO 1 1956, IS A STANDARD DISK
 HW3464'CEMENTED IN A DRILL HOLE
 HW3464'IN A BOULDER 10 BY 18 INCHES, PROJECTING 8 INCHES AND AT ABOUT THE
 HW3464'SAME ELEVATION AS THE STATION.  IT
 HW3464'IS 10.0 FEET SOUTH OF AN 18 INCH OAK TREE WITH A TRANGULAR BLAZE.
 HW3464'
 HW3464'REFERENCE MARK NUMBER 2, STAMPED REEDS NO 2 1956, IS A STANDARD DISK
 HW3464'CEMENTED IN A DRILL HOLE
 HW3464'IN A BOULDER 10 INCHES SQUARE, FLUSH WITH THE GROUND AND ABOUT 18
 HW3464'INCHES HIGHER THAN THE STATION.
 HW3464'IT IS SURROUNDED BY ROCKS ABOUT 1 FOOT HIGH.
 HW3464'
 HW3464'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK DUE TO THE FLAT
 HW3464'TOPPED HILL AND HIGH TREES.
 HW3464'
 HW3464'HEIGHT OF LIGHT ABOVE STATION MARK 9.19 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0912 ***********************************************************************
 JX0912  DESIGNATION -  RESET 1939 USGS
 JX0912  PID         -  JX0912
 JX0912  STATE/COUNTY-  WV/RITCHIE
 JX0912  USGS QUAD   -  CAIRO (1986)
 JX0912
 JX0912                         *CURRENT SURVEY CONTROL
 JX0912  ___________________________________________________________________
 JX0912* NAD 83(1986)-  39 14 26.     (N)    081 13 28.     (W)     SCALED    
 JX0912* NAVD 88     -       224.364  (meters)     736.10   (feet)  ADJUSTED  
 JX0912  ___________________________________________________________________
 JX0912  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JX0912  DYNAMIC HT  -         224.225 (meters)     735.64  (feet)  COMP
 JX0912  MODELED GRAV-     980,004.6   (mgal)                       NAVD 88
 JX0912
 JX0912  VERT ORDER  -  FIRST     CLASS II
 JX0912
 JX0912.The horizontal coordinates were scaled from a topographic map and have
 JX0912.an estimated accuracy of +/- 6 seconds.
 JX0912
 JX0912.The orthometric height was determined by differential leveling
 JX0912.and adjusted by the National Geodetic Survey in June 1991..
 JX0912
 JX0912.The geoid height was determined by GEOID03.
 JX0912
 JX0912.The dynamic height is computed by dividing the NAVD 88
 JX0912.geopotential number by the normal gravity value computed on the
 JX0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0912.degrees latitude (g = 980.6199 gals.).
 JX0912
 JX0912.The modeled gravity was interpolated from observed gravity values.
 JX0912
 JX0912;                    North         East    Units  Estimated Accuracy
 JX0912;SPC WV N     -    83,640.      451,140.      MT  (+/- 180 meters Scaled)
 JX0912
 JX0912                          SUPERSEDED SURVEY CONTROL
 JX0912
 JX0912  NGVD 29 (??/??/92)  224.540  (m)          736.68   (f) ADJ UNCH    1 2
 JX0912
 JX0912.Superseded values are not recommended for survey control.
 JX0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0912.See file dsdata.txt to determine how the superseded data were derived.
 JX0912
 JX0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD806434(NAD 83)
 JX0912_MARKER: DD = SURVEY DISK
 JX0912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0912_SP_SET: BRIDGE
 JX0912_STAMPING: RESET 1939
 JX0912_MARK LOGO: USGS  
 JX0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0912
 JX0912  HISTORY     - Date     Condition        Report By
 JX0912  HISTORY     - 1939     MONUMENTED       USGS
 JX0912  HISTORY     - 1957     GOOD             NGS
 JX0912  HISTORY     - 1983     GOOD             NGS
 JX0912
 JX0912                          STATION DESCRIPTION
 JX0912
 JX0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0912'AT NUTTER FARM.
 JX0912'AT NUTTER FARM, AT THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JX0912'HIGHWAY 31, IN THE TOP OF NORTHEAST END OF NORTHWEST ABUTMENT
 JX0912'OF HIGHWAY 31 BRIDGE OVER GOOSE CREEK, 16 FEET NORTHEAST OF
 JX0912'CENTER LINE OF HIGHWAY 31 64 FEET SOUTHEAST OF CENTER LINE OF
 JX0912'HIGHWAY 50, 1 FOOT SOUTHWEST OF BM 733 (USGS), AND 1 FOOT ABOVE
 JX0912'LEVEL OF HIGHWAY 31.
 JX0912
 JX0912                          STATION RECOVERY (1983)
 JX0912
 JX0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0912'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  15.8 KM
 JX0912'(9.85 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX0912'HIGHWAY 16 IN ELLENBORO, THENCE 0.3 KM (0.2 MI) NORTHWEST ALONG ROAD
 JX0912'TO THE MARK ON THE RIGHT, IN THE NORTHWEST ABUTMENT OF A BRIDGE,
 JX0912'4.8 METERS (16.0 FT) NORTH OF THE CENTERLINE OF THE ROAD.
 JX0912'THE MARK IS 0.18 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3600 ***********************************************************************
 HW3600  DESIGNATION -  RICH
 HW3600  PID         -  HW3600
 HW3600  STATE/COUNTY-  WV/RANDOLPH
 HW3600  USGS QUAD   -  BEVERLY WEST (1995)
 HW3600
 HW3600                         *CURRENT SURVEY CONTROL
 HW3600  ___________________________________________________________________
 HW3600* NAD 83(1995)-  38 50 02.15421(N)    079 56 21.91789(W)     ADJUSTED  
 HW3600* NAVD 88     -      1115.7    (meters)    3660.     (feet)  GPS OBS   
 HW3600  ___________________________________________________________________
 HW3600  X           -     869,210.971 (meters)                     COMP
 HW3600  Y           -  -4,899,244.504 (meters)                     COMP
 HW3600  Z           -   3,978,653.088 (meters)                     COMP
 HW3600  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 HW3600  ELLIP HEIGHT-        1084.79  (meters)          (10/04/01) GPS OBS
 HW3600  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HW3600
 HW3600  HORZ ORDER  -  SECOND
 HW3600  ELLP ORDER  -  FOURTH    CLASS II
 HW3600
 HW3600.The horizontal coordinates were established by classical geodetic methods
 HW3600.and adjusted by the National Geodetic Survey in April 1998..
 HW3600
 HW3600.The orthometric height was determined by GPS observations and a
 HW3600.high-resolution geoid model.
 HW3600
 HW3600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3600
 HW3600.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3600
 HW3600.The ellipsoidal height was determined by GPS observations
 HW3600.and is referenced to NAD 83.
 HW3600
 HW3600.The geoid height was determined by GEOID03.
 HW3600
 HW3600;                    North         East     Units Scale Factor Converg.
 HW3600;SPC WV S     -   204,079.703   692,085.522   MT  0.99998985   +0 39 20.3
 HW3600;UTM  17      - 4,298,882.349   592,052.767   MT  0.99970434   +0 39 54.4
 HW3600
 HW3600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3600!SPC WV S     -   0.99982983  x   0.99998985  =   0.99981968
 HW3600!UTM  17      -   0.99982983  x   0.99970434  =   0.99953422
 HW3600
 HW3600|---------------------------------------------------------------------|
 HW3600| PID    Reference Object                     Distance      Geod. Az  |
 HW3600|                                                           dddmmss.s |
 HW3600| HW3601 RICH 3 USFS 1941                     17.256 METERS 01059     |
 HW3600| HW3598 AIRWAY BEACON 25                    APPROX. 4.4 KM 0142333.0 |
 HW3600| DC4191 RICH RM 1                            23.450 METERS 13321     |
 HW3600| DC4190 RICH AZ MK                                         2091039.6 |
 HW3600| DC4192 RICH RM 2                            20.120 METERS 24158     |
 HW3600|---------------------------------------------------------------------|
 HW3600
 HW3600                          SUPERSEDED SURVEY CONTROL
 HW3600
 HW3600  ELLIP H (04/01/98) 1084.79   (m)                       GP(       ) 4 1
 HW3600  NAD 83(1995)-  38 50 02.15975(N)    079 56 21.93016(W) AD(       ) 2
 HW3600  NAD 83(1986)-  38 50 02.15974(N)    079 56 21.92991(W) AD(       ) 2
 HW3600  NAD 27      -  38 50 01.77640(N)    079 56 22.67210(W) AD(       ) 2
 HW3600  NGVD 29 (07/19/86) 1115.0    (m)         3658.     (f) VERT ANG       
 HW3600
 HW3600.Superseded values are not recommended for survey control.
 HW3600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3600.See file dsdata.txt to determine how the superseded data were derived.
 HW3600
 HW3600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9205398882(NAD 83)
 HW3600_MARKER: DS = TRIANGULATION STATION DISK
 HW3600_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HW3600_SP_SET: PREFAB CONC. POST IN EARTH
 HW3600_STAMPING: RICH 1941
 HW3600_MARK LOGO: CGS   
 HW3600_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3600+STABILITY: SURFACE MOTION
 HW3600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3600+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1992
 HW3600
 HW3600  HISTORY     - Date     Condition        Report By
 HW3600  HISTORY     - 1941     MONUMENTED       CGS
 HW3600  HISTORY     - 1941     GOOD             CGS
 HW3600  HISTORY     - 1956     GOOD             CGS
 HW3600  HISTORY     - 1957     GOOD             CGS
 HW3600  HISTORY     - 1964     POOR             CGS
 HW3600  HISTORY     - 19920101 GOOD             HARTMN
 HW3600  HISTORY     - 19921119 GOOD
 HW3600
 HW3600                          STATION DESCRIPTION
 HW3600
 HW3600'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HW3600'THE STATION IS LOCATED ABOUT 8 MILES BY ROAD SE OF MABIE IN A
 HW3600'CLEARING SURROUNDING THE RICH
 HW3600'MOUNTAIN LOOKOUT TOWER.  IT IS 11 FEET SE OF THE SE CORNER
 HW3600'OF THE RANGER CABIN,
 HW3600'STAMPED RICH 1941 AND PROJECTS 8 INCHES.
 HW3600'
 HW3600'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HW3600'BRONZE DISKS SET
 HW3600'IN CONCRETE AS DESCRIBED.
 HW3600'
 HW3600'REFERENCE MARK NO. 1 IS AT THE SE CORNER OF THE LOOKOUT TOWER
 HW3600'CLEARING.  IT IS
 HW3600'STAMPED RICH NO. 1 1941 AND IS FLUSH WITH THE
 HW3600'SURFACE OF THE GROUND.
 HW3600'
 HW3600'REFERENCE MARK NO. 2 IS AT THE S EDGE OF THE LOOKOUT TOWER
 HW3600'CLEARING.  IT IS
 HW3600'STAMPED RICH NO. 2 1941 AND PROJECTS 4 INCHES.
 HW3600'
 HW3600'THE AZIMUTH MARK IS 9 FEET S OF THE CENTER OF THE ROAD LEADING
 HW3600'TO THE STATION.
 HW3600'IT IS STAMPED RICH 1941 AND PROJECTS 6
 HW3600'INCHES.  WITNESSED BY A 4-INCH
 HW3600'SQUARE WHITE WOODEN POST PROJECTING
 HW3600'2-1/2 FEET.  TO REACH FROM THE STATION, GO S ON
 HW3600'THE LOOKOUT TOWER
 HW3600'ROAD FOR 1.1 MILES TO THE MARK ON THE LEFT.
 HW3600'
 HW3600'A TRAVERSE CONNECTION WAS MADE TO U.S. DEPARTMENT OF AGRICULTURE
 HW3600'FOREST SERVICE
 HW3600'TRIANGULATION STATION RICH NO.3-151 D.  IT
 HW3600'IS A STANDARD U.S.D.A.
 HW3600'TRIANGULATION STATION DISK SET IN THE TOP
 HW3600'OF A 3-INCH ROUND CONCRETE POST
 HW3600'PROJECTING 8 INCHES.  IT IS AT THE
 HW3600'CENTER OF THE BASE OF THE RICH MOUNTAIN LOOKOUT
 HW3600'TOWER AND IS
 HW3600'STAMPED RICH NO. 3 151D 1934.  THE LOOKOUT TOWER IS A 4-LEGGED
 HW3600'STEEL STRUCTURE
 HW3600'60 FEET HIGH WITH A GLASS-ENCLOSED CAB ON TOP.
 HW3600'
 HW3600'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 HW3600'MABIE, GO S ON A
 HW3600'MACADAM ROAD FOR 0.85 MILE TO A RIGHT TURN, TURN
 HW3600'RIGHT AND FOLLOW FOR 1.7 MILES TO A
 HW3600'SIDE ROAD SHARP LEFT, TURN
 HW3600'LEFT AND FOLLOW WOODS ROAD FOR 5.1 MILES TO THE RICH
 HW3600'MOUNTAIN
 HW3600'LOOKOUT TOWER AND THE STATION.
 HW3600'
 HW3600'A 50-FOOT TOWER IS NEEDED TO SEE 74-FOOT LIGHT AT BARTON AND
 HW3600'WINKLER.
 HW3600'
 HW3600'A 37-FOOT TOWER IS NEEDED TO SEE 74-FOOT LIGHT AT MOORE AND
 HW3600'IVY AND A 4-FOOT
 HW3600'LIGHT AT PROUDFOOT.
 HW3600'
 HW3600'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HW3600'
 HW3600'*THIS IS ALSO THE RICH MOUNTAIN LOOKOUT TOWER.
 HW3600
 HW3600                          STATION RECOVERY (1941)
 HW3600
 HW3600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HW3600'LOCATED BESIDE RICH MOUNTAIN LOOKOUT TOWER IN THE COUNTY OF RANDOLPH
 HW3600'IN THE STATE OF WEST VIRGINIA.
 HW3600'TO REACH - FROM THE INTERSECTION OF ROUTE 250 AND GEORGETOWN ROAD IN
 HW3600'THE TOWN OF BEVERLY, GO WEST ON GEORGETOWN ROAD FOR 1.4 MI (2.3 KM)
 HW3600'TO A T INTERSECTION.  GO STRAIGHT FOR 3.6 MI (5.8 KM) TO BATTLEFIELD
 HW3600'SIGN.  TURN LEFT AND GO 2.2 MI (3.5 KM) TO A Y IN THE ROAD.  BEAR
 HW3600'LEFT AND GO .3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 HW3600'THE STATION IS LOCATED 66.01 FT (20.12 MT) EAST FROM A STANDARD DISC
 HW3600'STAMPED RICH NO. 2 1941 AND 56.62 FT (17.26 MT) NORTHWEST FROM A
 HW3600'STANDARD DISC STAMPED RICH NO. 1 1941.  (THIS REFERENCE MARK HAS
 HW3600'BEEN DISTURBED.)
 HW3600
 HW3600                          STATION RECOVERY (1956)
 HW3600
 HW3600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3600'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 HW3600'THE AZIMUTH MARK IS NO LONGER
 HW3600'VISIBLE FROM THE STATION DUE TO LARGE TREES.  A COMPLETE DESCRIPTION
 HW3600'FOLLOWS.
 HW3600'
 HW3600'STATION IS LOCATED, AIRLINE, ABOUT 7-1/2 MILES SOUTHWEST OF ELKINS, 4
 HW3600'MILES SOUTHEAST OF MABIE, 3-1/2
 HW3600'MILES WEST OF U.S. HIGHWAY 219 AND ON THE HIGHEST PART OF RICH
 HW3600'MOUNTAIN IN A CLEARING SURROUNDING
 HW3600'THE RICH MOUNTAIN LOOKOUT TOWER.
 HW3600'
 HW3600'STATION MARK, STAMPED RICH 1941, IS A STANDARD DISK SET IN THE TOP OF
 HW3600'A 12 INCH SQUARE CONCRETE
 HW3600'POST THAT PROJECTS 3 INCHES.  IT IS 68.0 FEET NORTHWEST OF THE
 HW3600'NORTHWEST CORNER OF THE FIRE WARDEN
 HW3600'CABIN, 56.62 FEET SOUTH OF THE CENTER OF THE LOOKOUT TOWER, 10.0
 HW3600'FEET NORTH OF AN APPLE TREE AND 10.0 FEET
 HW3600'SOUTH OF AN APPLE TREE.
 HW3600'
 HW3600'REFERENCE MARK NUMBER 1, STAMPED RICH NO 1 1941, IS A STANDARD DISK
 HW3600'SET IN THE TOP OF A 12 INCH
 HW3600'SQUARE CONCRETE POST THAT PROJECTS 1 INCH AND IS ABOUT 10 FEET LOWER
 HW3600'THAN THE STATION.  IT IS 6.0 FEET SOUTH
 HW3600'OF THE SOUTHEAST CORNER OF THE FIRE WARDEN CABIN.
 HW3600'
 HW3600'REFERENCE MARK NUMBER 2, STAMPED RICH NO 2 1941, IS A STANDARD DISK
 HW3600'SET IN THE TOP OF A 12 INCH
 HW3600'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES AND IS ABOUT 4 FEET LOWER
 HW3600'THAN THE STATION.  IT IS AT THE
 HW3600'SOUTH EDGE OF THE CLEARING.
 HW3600'
 HW3600'U.S. FOREST SERVICE MARK, STAMPED RICH NO 3 151D, IS SET IN THE TOP
 HW3600'OF A ROUND CONCRETE POST 4
 HW3600'INCHES IN DIAMETER THAT PROJECTS 8 INCHES AND IS ABOUT 2 FEET HIGHER
 HW3600'THAN THE STATION.  IT IS CENTERED
 HW3600'UNDER THE LOOKOUT TOWER.
 HW3600'
 HW3600'AZIMUTH MARK, STAMPED RICH 1941, IS A STANDARD DISK SET IN THE TOP OF
 HW3600'A 10 INCH SQUARE CONCRETE
 HW3600'POST THAT PROJECTS 6 INCHES.  TO REACH FROM THE STATION, GO SOUTH ON
 HW3600'THE TRACK ROAD FOR 1.1 MILES TO THE
 HW3600'AZIMUTH MARK ON THE LEFT, 9.0 FEET SOUTH OF THE CENTERLINE
 HW3600'OF THE ROAD AND 4.0 FEET WEST OF A WITNESS POST.
 HW3600'
 HW3600'THE LOOKOUT TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH AN 8 FOOT
 HW3600'SQUARE CABIN WITH METAL WALLS
 HW3600'AND ROOF.  IT IS ABOUT 60 FEET IN HEIGHT.
 HW3600'
 HW3600'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF U.S. HIGHWAYS 33
 HW3600'AND 250, 7.0 MILES WEST OF
 HW3600'ELKINS, GO WEST ON U.S. HIGHWAY 33 FOR 0.3 MILE TO A PAVED SIDE ROAD
 HW3600'ON THE LEFT, TURN LEFT AND GO
 HW3600'SOUTHERLY AND WESTERLY ON STATE ROUTE 53 FOR 4.6 MILES TO A FORK,
 HW3600'TAKE THE LEFT FORK, PAVED, AND GO 1.2
 HW3600'MILES TO THE U.S. POST OFFICE AT MABIE, CONTINUE
 HW3600'SOUTHERLY ON THE PAVED ROAD FOR 0.8 MILE TO A FORK, TAKE
 HW3600'THE RIGHT FORK, PAVED, AND GO 1.7
 HW3600'MILES TO A REVERSE TRACK ROAD FORK ON THE LEFT, TURN SHARP LEFT ON
 HW3600'THE TRACK ROAD AND GO 1.5 MILES TO
 HW3600'A CREEK CROSSING, CROSS THE CREEK AND TAKE THE RIGHT FORK FOR 2.0
 HW3600'MILES TO A FORK AT THE TOP OF THE
 HW3600'DIVIDE, TAKE THE LEFT FORK AND GO 0.15 MILE TO THE
 HW3600'AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHERLY ON THE
 HW3600'ROAD ALONG THE CREST OF THE RIDGE
 HW3600'FOR 1.2 MILES TO THE RICH MOUNTAIN LOOKOUT TOWER AND THE STATION.
 HW3600'
 HW3600'NOTE- IN WET WEATHER A FOUR WHEEL DRIVE TRUCK WILL BE NEEDED FROM THE
 HW3600'REVERSE FORK TO THE STATION.
 HW3600
 HW3600                          STATION RECOVERY (1957)
 HW3600
 HW3600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3600'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2, AZIMUTH MARK, AND
 HW3600'RICH (USFS) 151-D WERE RECOVERED
 HW3600'AND FOUND TO BE IN GOOD CONDITION.  THE 1956 RECOVERY NOTE FOR THE
 HW3600'DESCRIPTION AND THE ROUTE TO
 HW3600'REACH THE STATION WERE CHECKED AND FOUND TO BE CORRECT.
 HW3600'
 HW3600'NOTE- A 77-FOOT STEEL TOWER WAS USED.
 HW3600
 HW3600                          STATION RECOVERY (1964)
 HW3600
 HW3600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 HW3600'THE STATION AND REFERENCE MARKS WERE RECOVERED.  THE STATION MARK HAS
 HW3600'BEEN DISTURBED BY GRADING
 HW3600'EQUIPMENT AND NOW LISTS ABOUT .2 FT. TO THE SOUTH.
 HW3600
 HW3600                          STATION RECOVERY (1992)
 HW3600
 HW3600'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1992 (CER)
 HW3600'STATION, RM 2 RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION, RM 1
 HW3600'FOUND BUT DISTURBED, LEANING SOUTH.  (GOOD FOR GPS)
 HW3600
 HW3600                          STATION RECOVERY (1992)
 HW3600
 HW3600'RECOVERED 1992
 HW3600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3601 ***********************************************************************
 HW3601  DESIGNATION -  RICH 3 USFS 1941
 HW3601  PID         -  HW3601
 HW3601  STATE/COUNTY-  WV/RANDOLPH
 HW3601  USGS QUAD   -  BEVERLY WEST (1995)
 HW3601
 HW3601                         *CURRENT SURVEY CONTROL
 HW3601  ___________________________________________________________________
 HW3601* NAD 83(1995)-  38 50 02.70354(N)    079 56 21.78154(W)     ADJUSTED  
 HW3601* NAVD 88     -      1116.     (meters)    3661.     (feet)  SCALED    
 HW3601  ___________________________________________________________________
 HW3601  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 HW3601  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HW3601
 HW3601  HORZ ORDER  -  SECOND
 HW3601
 HW3601.The horizontal coordinates were established by classical geodetic methods
 HW3601.and adjusted by the National Geodetic Survey in April 1998..
 HW3601
 HW3601.The orthometric height was scaled from a topographic map.
 HW3601
 HW3601.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3601
 HW3601.The geoid height was determined by GEOID03.
 HW3601
 HW3601;                    North         East     Units Scale Factor Converg.
 HW3601;SPC WV S     -   204,096.679   692,088.616   MT  0.99998988   +0 39 20.4
 HW3601;UTM  17      - 4,298,899.321   592,055.857   MT  0.99970435   +0 39 54.4
 HW3601
 HW3601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3601!SPC WV S     -   0.99982980  x   0.99998988  =   0.99981968
 HW3601!UTM  17      -   0.99982980  x   0.99970435  =   0.99953420
 HW3601
 HW3601                          SUPERSEDED SURVEY CONTROL
 HW3601
 HW3601  NAD 83(1995)-  38 50 02.70908(N)    079 56 21.79381(W) AD(       ) 2
 HW3601  NAD 83(1986)-  38 50 02.70906(N)    079 56 21.79356(W) AD(       ) 2
 HW3601  NAD 27      -  38 50 02.32570(N)    079 56 22.53570(W) AD(       ) 2
 HW3601
 HW3601.Superseded values are not recommended for survey control.
 HW3601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3601.See file dsdata.txt to determine how the superseded data were derived.
 HW3601
 HW3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9205698899(NAD 83)
 HW3601_MARKER: DD = SURVEY DISK
 HW3601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW3601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3601+STABILITY: SURFACE MOTION
 HW3601
 HW3601  HISTORY     - Date     Condition        Report By
 HW3601  HISTORY     - 1941     MONUMENTED       USFS
 HW3601  HISTORY     - 1956     GOOD             CGS
 HW3601  HISTORY     - 1957     GOOD             CGS
 HW3601  HISTORY     - 1964     GOOD             CGS
 HW3601
 HW3601                          STATION DESCRIPTION
 HW3601
 HW3601'DESCRIBED BY US FOREST SERVICE 1941 (GWL)
 HW3601'THE STATION IS LOCATED ABOUT 8 MILES BY ROAD SE OF THE
 HW3601'VILLAGE OF MABIE
 HW3601'AT THE RICH MOUNTAIN LOOKOUT TOWER.  IT IS A
 HW3601'STANDARD U.S. DEPARTMENT OF
 HW3601'AGRICULTURE FOREST SERVICE TRIANGULATION
 HW3601'STATION DISK SET IN THE TOP OF A 3-INCH ROUND CONCRETE.
 HW3601'POST PROJECTING 8 INCHES.  IT IS AT THE CENTER OF THE BASE OF
 HW3601'THE RICH
 HW3601'MOUNTAIN LOOKOUT TOWER AND IS STAMPED RICH NO. 3 151 D 1934.
 HW3601'A TRAVERSE CONNECTION
 HW3601'WAS MADE TO STATION RICH.  DISTANCE, 56.62
 HW3601'FEET--17.257 METERS.
 HW3601
 HW3601                          STATION RECOVERY (1956)
 HW3601
 HW3601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3601'THE STATION IS LOCATED ABOUT 7-1/2 MILES AIRLINE SOUTHWEST OF
 HW3601'ELKINS, 4 MILES
 HW3601'AIRLINE SOUTHEAST OF MABIE ON THE HIGHEST PART OF RICH MOUNTAIN.
 HW3601'
 HW3601'THE MARK IS A STANDARD U.S. FOREST SERVICE DISK STAMPED RICH NO 3
 HW3601'151D SET IN THE TOP OF A
 HW3601'ROUND CONCRETE POST 4 INCHES IN DIAMETER AND PROJECTING 8 INCHES AND
 HW3601'IS CENTERED UNDER THE LOOKOUT
 HW3601'TOWER.  IT IS 56.620 FEET, 17.257 METERS NORTH OF TRIANGULATION
 HW3601'STATION RICH.  THE CENTER OF THE MARK WAS
 HW3601'TRAVERSED TO.
 HW3601'
 HW3601'THE TOWER IS A STANDARD LOOKOUT TOWER WITH AN 8-FOOT SQUARE, METAL
 HW3601'HOUSE ON TOP, AND ABOUT 60 FEET HIGH.
 HW3601'FEET HIGH.
 HW3601
 HW3601                          STATION RECOVERY (1957)
 HW3601
 HW3601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3601'THE MARK WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 HW3601'THE CONCRETE POST
 HW3601'WAS FOUND TO BE LOOSE IN THE GROUND.
 HW3601'
 HW3601'A TRAVERSE CONNECTION WAS MADE TO TRINAGULATION STATION RICH
 HW3601'1941.  DISTANCE
 HW3601'BEING 56.60 FEET (17.253 METERS) NORTH OF STATION RICH 1941.
 HW3601
 HW3601                          STATION RECOVERY (1964)
 HW3601
 HW3601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 HW3601'THE LOOKOUT TOWER WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 HW3601'STATION MARK UNDER THE CENTER
 HW3601'OF THE TOWER COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2909 ***********************************************************************
 HX2909  DESIGNATION -  RICH MOUNTAIN
 HX2909  PID         -  HX2909
 HX2909  STATE/COUNTY-  WV/GREENBRIER
 HX2909  USGS QUAD   -  QUINWOOD (1995)
 HX2909
 HX2909                         *CURRENT SURVEY CONTROL
 HX2909  ___________________________________________________________________
 HX2909* NAD 83(1995)-  38 01 06.56799(N)    080 40 25.52629(W)     ADJUSTED  
 HX2909* NAVD 88     -      1164.52   (+/-2cm)    3820.6    (feet)  VERTCON   
 HX2909  ___________________________________________________________________
 HX2909  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 HX2909  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX2909
 HX2909  HORZ ORDER  -  SECOND
 HX2909  VERT ORDER  -  THIRD ? (See Below)
 HX2909
 HX2909.The horizontal coordinates were established by classical geodetic methods
 HX2909.and adjusted by the National Geodetic Survey in April 1998..
 HX2909
 HX2909.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2909.The vertical order pertains to the NGVD 29 superseded value.
 HX2909
 HX2909.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2909
 HX2909.The geoid height was determined by GEOID03.
 HX2909
 HX2909;                    North         East     Units Scale Factor Converg.
 HX2909;SPC WV S     -   113,090.771   628,645.434   MT  0.99992985   +0 12 06.1
 HX2909;UTM  17      - 4,207,916.864   528,636.081   MT  0.99961010   +0 12 03.4
 HX2909
 HX2909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2909!SPC WV S     -   0.99982214  x   0.99992985  =   0.99975201
 HX2909!UTM  17      -   0.99982214  x   0.99961010  =   0.99943231
 HX2909
 HX2909|---------------------------------------------------------------------|
 HX2909| PID    Reference Object                     Distance      Geod. Az  |
 HX2909|                                                           dddmmss.s |
 HX2909| DC4197 RICH MOUNTAIN RM 1                   29.197 METERS 02745     |
 HX2909| HX1340 BEECH RESET                         APPROX.12.0 KM 0295925.8 |
 HX2909| HX2910 RICH MOUNTAIN LOT 1952               26.795 METERS 10518     |
 HX2909| DC4196 RICH MOUNTAIN AZ MK                                2304555.0 |
 HX2909| DC4198 RICH MOUNTAIN RM 2                   29.465 METERS 29553     |
 HX2909|---------------------------------------------------------------------|
 HX2909
 HX2909                          SUPERSEDED SURVEY CONTROL
 HX2909
 HX2909  NAD 83(1986)-  38 01 06.58089(N)    080 40 25.53858(W) AD(       ) 2
 HX2909  NAD 27      -  38 01 06.15900(N)    080 40 26.22200(W) AD(       ) 2
 HX2909  NGVD 29 (07/19/86) 1164.64   (m)         3821.0    (f) LEVELING    3  
 HX2909
 HX2909.Superseded values are not recommended for survey control.
 HX2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2909.See file dsdata.txt to determine how the superseded data were derived.
 HX2909
 HX2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC2863607917(NAD 83)
 HX2909_MARKER: DS = TRIANGULATION STATION DISK
 HX2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2909
 HX2909  HISTORY     - Date     Condition        Report By
 HX2909  HISTORY     - 1952     MONUMENTED       CGS
 HX2909  HISTORY     - 1958     GOOD             CGS
 HX2909  HISTORY     - 1959     GOOD             CGS
 HX2909
 HX2909                          STATION DESCRIPTION
 HX2909
 HX2909'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 HX2909'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF RUPERT, 3 MILES
 HX2909'SOUTHEAST OF
 HX2909'QUINWOOD AND NEAR THE RICH MT. LOOKOUT TOWER ON THE SUMMIT OF RICH
 HX2909'MT. IN THE BIG
 HX2909'MOUNTAIN RANGE.  IT IS 87.91 FEET NORTHWEST OF THE LOOKOUT
 HX2909'TOWER AND 43 FEET WEST OF THE
 HX2909'SOUTHWEST CORNER OF THE RANGER CABIN.  THE
 HX2909'MARK PROJECTS 5 INCHES AND IS STAMPED RICH MT.1952.
 HX2909'1952.
 HX2909'
 HX2909'REFERENCE MARK NO. 1 IS 69 FEET NORTH OF THE NORTHWEST CORNER OF THE
 HX2909'RANGER CABIN, 44
 HX2909'NORTH OF THE CENTERLINE OF THE DRIVEWAY TO THE TOWER AND
 HX2909'AT STATION ELEVATION.  THE MARK
 HX2909'IS 2 INCHES AND IS STAMPED RICH MT. NO 1 1952.
 HX2909'
 HX2909'REFERENCE MARK NO. 2 IS 81 FEET SOUTH OF THE CENTERLINE OF THE
 HX2909'DRIVEWAY LEADING TO
 HX2909'THE LOOKOUT TOWER, 39 FEET SOUTH OF A TELEPHONE POLE AND
 HX2909'AT STATION ELEVATION.  THE
 HX2909'MARK PROJECTS 3 INCHES AND IS STAMPED RICH MT. N0 2 1952.
 HX2909'
 HX2909'THE AZIMUTH MARK IS 15 FEET SOUTHWEST OF THE CENTERLINE OF A ROAD, 14
 HX2909'FEET SOUTH OF
 HX2909'POWER POLE NO. 572C33, 12 FEET SOUTHEAST OF A FENCE CORNER
 HX2909'POST AND 1 FOOT NORTHEAST OF A
 HX2909'FENCELINE.  THE MARK PROJECTS 2 INCHES AND
 HX2909'IS STAMPED RICH MT. 1952.
 HX2909'
 HX2909'TO REACH THE STATION FROM THE RAILROAD STATION IN QUINWOOD GO EAST
 HX2909'AND SOUTH ON A
 HX2909'MACADAM ROAD FOR 0.4 MILE TO A Y-INTERSECTION, CONTINUE ON
 HX2909'RIGHT FORK (GRAVEL) FOR 4.1 MILE
 HX2909'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 HX2909'CONTINUE AHEAD FOR 0.1 MILE TO A TRACK ROAD LEFT
 HX2909'AND A TRIANGLE
 HX2909'BLAZE ON A BIG TREE ON THE LEFT, TURN LEFT AND FOLLOW ROAD TO THE
 HX2909'SUMMIT OF THE
 HX2909'MOUNTAIN, LOOKOUT TOWER AND THE STATION SITE.
 HX2909'
 HX2909'THE STATION IS ON THE PROPERTY OF THE FOREST SERVICE.
 HX2909'
 HX2909'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HX2909
 HX2909                          STATION RECOVERY (1958)
 HX2909
 HX2909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX2909'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HX2909'CONDITION.
 HX2909
 HX2909                          STATION RECOVERY (1959)
 HX2909
 HX2909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 HX2909'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 HX2909'DESCRIPTION ADEQUATE AND CORRECT.
 HX2909'AZIMUTH MARK IS NOT VISIBLE FROM STATION ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2910 ***********************************************************************
 HX2910  DESIGNATION -  RICH MOUNTAIN LOT 1952
 HX2910  PID         -  HX2910
 HX2910  STATE/COUNTY-  WV/GREENBRIER
 HX2910  USGS QUAD   -  QUINWOOD (1995)
 HX2910
 HX2910                         *CURRENT SURVEY CONTROL
 HX2910  ___________________________________________________________________
 HX2910* NAD 83(1995)-  38 01 06.33856(N)    080 40 24.46673(W)     ADJUSTED  
 HX2910* NAVD 88     -      1166.     (meters)    3825.     (feet)  SCALED    
 HX2910  ___________________________________________________________________
 HX2910  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 HX2910  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX2910
 HX2910  HORZ ORDER  -  SECOND
 HX2910
 HX2910.The horizontal coordinates were established by classical geodetic methods
 HX2910.and adjusted by the National Geodetic Survey in April 1998..
 HX2910
 HX2910.The orthometric height was scaled from a topographic map.
 HX2910
 HX2910.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2910
 HX2910.The geoid height was determined by GEOID03.
 HX2910
 HX2910;                    North         East     Units Scale Factor Converg.
 HX2910;SPC WV S     -   113,083.789   628,671.301   MT  0.99992986   +0 12 06.7
 HX2910;UTM  17      - 4,207,909.884   528,661.940   MT  0.99961012   +0 12 04.0
 HX2910
 HX2910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2910!SPC WV S     -   0.99982193  x   0.99992986  =   0.99975180
 HX2910!UTM  17      -   0.99982193  x   0.99961012  =   0.99943212
 HX2910
 HX2910                          SUPERSEDED SURVEY CONTROL
 HX2910
 HX2910  NAD 83(1986)-  38 01 06.35147(N)    080 40 24.47903(W) AD(       ) 2
 HX2910  NAD 27      -  38 01 05.93000(N)    080 40 25.16200(W) AD(       ) 2
 HX2910
 HX2910.Superseded values are not recommended for survey control.
 HX2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2910.See file dsdata.txt to determine how the superseded data were derived.
 HX2910
 HX2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC2866207910(NAD 83)
 HX2910_MARKER: 57 = LOOKOUT TOWER
 HX2910
 HX2910  HISTORY     - Date     Condition        Report By
 HX2910  HISTORY     - 1952     FIRST OBSERVED   CGS
 HX2910  HISTORY     - 1958     GOOD             CGS
 HX2910  HISTORY     - 1959     GOOD             CGS
 HX2910
 HX2910                          STATION DESCRIPTION
 HX2910
 HX2910'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 HX2910'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF
 HX2910'QUINWOOD, 4 MILES
 HX2910'NORTH OF RUPERT AND ON THE SUMMIT OF RICH MOUNTAIN IN THE
 HX2910'BIG MOUNTAIN RANGE AND ON PROPERTY
 HX2910'OF THE FOREST SERVICE.  IT IS A 4 LEGGED
 HX2910'STEEL STRUCTURE ABOUT 75 FEET HIGH WITH A GLASS
 HX2910'ENCLOSED LOOKOUT ROOM ON
 HX2910'THE TOP.  THE TOWER IS PAINTED GREY.
 HX2910'
 HX2910'A TRAVERSE CONNECTION WAS MADE FROM RICH MT., THE DISTANCE BEING
 HX2910'METERS.
 HX2910
 HX2910                          STATION RECOVERY (1958)
 HX2910
 HX2910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX2910'THE TRAVERSE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO
 HX2910'BE IN GOOD
 HX2910'CONDITION.
 HX2910
 HX2910                          STATION RECOVERY (1959)
 HX2910
 HX2910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 HX2910'TRAVERSE STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE AND
 HX2910'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3597 ***********************************************************************
 HW3597  DESIGNATION -  RICH MT FOREST SER CABIN 1957
 HW3597  PID         -  HW3597
 HW3597  STATE/COUNTY-  WV/RANDOLPH
 HW3597  USGS QUAD   -  BEVERLY WEST (1995)
 HW3597
 HW3597                         *CURRENT SURVEY CONTROL
 HW3597  ___________________________________________________________________
 HW3597* NAD 83(1995)-  38 50 01.70498(N)    079 56 21.24673(W)     ADJUSTED  
 HW3597* NAVD 88     -                                                        
 HW3597  ___________________________________________________________________
 HW3597  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 HW3597  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HW3597
 HW3597  HORZ ORDER  -  THIRD
 HW3597
 HW3597.The horizontal coordinates were established by classical geodetic methods
 HW3597.and adjusted by the National Geodetic Survey in April 1998..
 HW3597
 HW3597
 HW3597.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3597
 HW3597.The geoid height was determined by GEOID03.
 HW3597
 HW3597;                    North         East     Units Scale Factor Converg.
 HW3597;SPC WV S     -   204,066.036   692,101.867   MT  0.99998982   +0 39 20.7
 HW3597;UTM  17      - 4,298,868.689   592,069.109   MT  0.99970438   +0 39 54.8
 HW3597
 HW3597                          SUPERSEDED SURVEY CONTROL
 HW3597
 HW3597  NAD 83(1995)-  38 50 01.71052(N)    079 56 21.25900(W) AD(       ) 4
 HW3597  NAD 83(1986)-  38 50 01.71051(N)    079 56 21.25875(W) AD(       ) 4
 HW3597  NAD 27      -  38 50 01.32700(N)    079 56 22.00100(W) AD(       ) 3
 HW3597
 HW3597.Superseded values are not recommended for survey control.
 HW3597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3597.See file dsdata.txt to determine how the superseded data were derived.
 HW3597
 HW3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9206998869(NAD 83)
 HW3597_MARKER: 57 = LOOKOUT TOWER
 HW3597
 HW3597  HISTORY     - Date     Condition        Report By
 HW3597  HISTORY     - 1957     FIRST OBSERVED   CGS
 HW3597
 HW3597                          STATION DESCRIPTION
 HW3597
 HW3597'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HW3597'CENTER OF THE BASE OF THE RICH MOUNTAIN LOOKOUT
 HW3597'TOWER AND IS
 HW3597'STAMPED RICH NO. 3 151D 1934.  THE LOOKOUT TOWER IS A 4-LEGGED
 HW3597'STEEL STRUCTURE
 HW3597'60 FEET HIGH WITH A GLASS-ENCLOSED CAB ON TOP.
 HW3597'
 HW3597'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 HW3597'MABIE, GO S ON A
 HW3597'MACADAM ROAD FOR 0.85 MILE TO A RIGHT TURN, TURN
 HW3597'RIGHT AND FOLLOW FOR 1.7 MILES TO A
 HW3597'SIDE ROAD SHARP LEFT, TURN
 HW3597'LEFT AND FOLLOW WOODS ROAD FOR 5.1 MILES TO THE RICH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2181 ***********************************************************************
 JX2181  DESIGNATION -  RICHARDS
 JX2181  PID         -  JX2181
 JX2181  STATE/COUNTY-  WV/WOOD
 JX2181  USGS QUAD   -  LITTLE HOCKING (1994)
 JX2181
 JX2181                         *CURRENT SURVEY CONTROL
 JX2181  ___________________________________________________________________
 JX2181* NAD 83(1995)-  39 15 59.61188(N)    081 38 22.25419(W)     ADJUSTED  
 JX2181* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 JX2181  ___________________________________________________________________
 JX2181  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 JX2181  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JX2181
 JX2181  HORZ ORDER  -  FIRST
 JX2181
 JX2181.The horizontal coordinates were established by classical geodetic methods
 JX2181.and adjusted by the National Geodetic Survey in April 1998..
 JX2181
 JX2181.The orthometric height was scaled from a topographic map.
 JX2181
 JX2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2181
 JX2181.The geoid height was determined by GEOID03.
 JX2181
 JX2181;                    North         East     Units Scale Factor Converg.
 JX2181;SPC WV N     -    87,299.338   415,383.709   MT  0.99996030   -1 21 52.3
 JX2181;SPC OH S     -   140,958.405   674,254.496   MT  0.99993801   +0 32 45.6
 JX2181;UTM  17      - 4,346,552.458   444,831.420   MT  0.99963747   -0 24 17.2
 JX2181
 JX2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2181!SPC WV N     -   0.99996400  x   0.99996030  =   0.99992430
 JX2181!SPC OH S     -   0.99996400  x   0.99993801  =   0.99990201
 JX2181!UTM  17      -   0.99996400  x   0.99963747  =   0.99960148
 JX2181
 JX2181:                Primary Azimuth Mark                     Grid Az
 JX2181:SPC WV N     -  BELPRE MUNICIPAL TANK                    076 55 13.2
 JX2181:SPC OH S     -  BELPRE MUNICIPAL TANK                    075 00 35.3
 JX2181:UTM  17      -  BELPRE MUNICIPAL TANK                    075 57 38.1
 JX2181
 JX2181|---------------------------------------------------------------------|
 JX2181| PID    Reference Object                     Distance      Geod. Az  |
 JX2181|                                                           dddmmss.s |
 JX2181| JX2172 BELPRE MUNICIPAL TANK               APPROX. 5.5 KM 0753320.9 |
 JX2181| JX2187 RICHARDS 1944 AZ MK                 482.146 METERS 0892644.0 |
 JX2181| CD2075 RICHARDS RM 1                        12.100 METERS 18141     |
 JX2181| JX2186 RICHARDS RM 3                        41.201 METERS 20510     |
 JX2181| CD2076 RICHARDS RM 2                        20.403 METERS 27035     |
 JX2181|---------------------------------------------------------------------|
 JX2181
 JX2181                          SUPERSEDED SURVEY CONTROL
 JX2181
 JX2181  NAD 83(1986)-  39 15 59.61569(N)    081 38 22.25991(W) AD(       ) 1
 JX2181  NAD 27      -  39 15 59.34400(N)    081 38 22.79900(W) AD(       ) 1
 JX2181
 JX2181.Superseded values are not recommended for survey control.
 JX2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2181.See file dsdata.txt to determine how the superseded data were derived.
 JX2181
 JX2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD4483146552(NAD 83)
 JX2181_MARKER: DS = TRIANGULATION STATION DISK
 JX2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2181
 JX2181  HISTORY     - Date     Condition        Report By
 JX2181  HISTORY     - 1944     MONUMENTED       CGS
 JX2181  HISTORY     - 1975     GOOD             NGS
 JX2181
 JX2181                          STATION DESCRIPTION
 JX2181
 JX2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2181'STATION IS LOCATED
 JX2181'ON THE PROPERTY OF
 JX2181'MR. J.P. RICHARDS, ON THE S SIDE OF BLENNERHASSETT
 JX2181'ROAD, OVERLOOKING BLENNERHASSETT
 JX2181'ISLAND, AND ABOUT 4 MILES
 JX2181'WSW OF THE CITY OF PARKERSBURG.  IT IS 56 FEET ENE
 JX2181'OF THE NE CORNER
 JX2181'OF A HOUSE, 66 FEET NNE OF THE NE CORNER OF THE HOUSE, AND 3
 JX2181'FEET W OF A FENCE.
 JX2181'THE DISK IS STAMPED RICHARDS 1944.
 JX2181'
 JX2181'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX2181'DISKS SET IN
 JX2181'CONCRETE.
 JX2181'
 JX2181'REFERENCE MARK 1 IS 39.70 FEET SSW OF THE STATION, 35 FEET
 JX2181'NE OF THE NE
 JX2181'CORNER OF A GARAGE, 59.5 FEET SE OF THE NE CORNER
 JX2181'OF THE HOUSE, AND 1 FOOT W OF
 JX2181'THE FENCE.  IT IS STAMPED RICHARDS
 JX2181'NO 1 1944.
 JX2181'
 JX2181'REFERENCE MARK 2 IS 66.94 FEET WNW OF THE STATION.  IT IS IN
 JX2181'THE CENTER OF THE
 JX2181'SIDEWALK LEADING TO THE RICHARDS HOUSE AND 1.5
 JX2181'FEET N OF THE FIRST STEP OF THE
 JX2181'PORCH.  IT IS STAMPED RICHARDS
 JX2181'NO 2 1944.
 JX2181'
 JX2181'AZIMUTH MARK IS ESE OF THE STATION, ON THE N SIDE OF THE
 JX2181'ROAD, 14 FEET N OF
 JX2181'THE CENTER LINE OF THE ROAD, 1 FOOT N OF THE
 JX2181'FENCE, 2 FEET SW OF A WOODEN WITNESS
 JX2181'POST, AND 7 FEET SE OF A 14-INCH
 JX2181'MAPLE TREE.  IT IS STAMPED RICHARDS 1944.
 JX2181'
 JX2181'TO REACH THE STATION FROM THE S END OF THE JULIANA BRIDGE IN
 JX2181'PARKERSBURG, TURN
 JX2181'RIGHT AND TAKE ROAD LEADING UP HILL FOR 1.1
 JX2181'MILES TO BLENNERHASSETT ROAD AND
 JX2181'SIGN TO VIEW OF BLENNERHASSETT
 JX2181'ISLAND, TURN RIGHT AND GO 3.2 MILES TO THE AZIMUTH
 JX2181'MARK ON THE
 JX2181'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO THE RICHARDS HOUSE
 JX2181'ON THE LEFT AND
 JX2181'STATION.
 JX2181'
 JX2181'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 JX2181
 JX2181                          STATION RECOVERY (1975)
 JX2181
 JX2181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX2181'STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 JX2181'IN GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT
 JX2181'RECOVERED AND IS BELIEVED DESTROYED DUE TO THE CONSTRUCTION
 JX2181'OF A HOUSE IN THE VICINITY.  REFERENCE MARK 3 WAS ESTABLISHED
 JX2181'AT THIS TIME AND OCCUPIED DUE TO POWERLINES OVERHEAD AT THE
 JX2181'STATION.
 JX2181'
 JX2181'FOR A COMPLETE AND DETAILED DESCRIPTION SEE RICHARDS 1944
 JX2181'RM 3 1975.
 JX2181'
 JX2181'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2187 ***********************************************************************
 JX2187  DESIGNATION -  RICHARDS 1944 AZ MK
 JX2187  PID         -  JX2187
 JX2187  STATE/COUNTY-  WV/WOOD
 JX2187  USGS QUAD   -  LITTLE HOCKING (1994)
 JX2187
 JX2187                         *CURRENT SURVEY CONTROL
 JX2187  ___________________________________________________________________
 JX2187* NAD 83(1995)-  39 15 59.76269(N)    081 38 02.14254(W)     ADJUSTED  
 JX2187* NAVD 88     -       255.0    (meters)     837.     (feet)  VERTCON   
 JX2187  ___________________________________________________________________
 JX2187  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 JX2187  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JX2187
 JX2187  HORZ ORDER  -  SECOND
 JX2187
 JX2187.The horizontal coordinates were established by classical geodetic methods
 JX2187.and adjusted by the National Geodetic Survey in April 1998..
 JX2187
 JX2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2187
 JX2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2187
 JX2187.The geoid height was determined by GEOID03.
 JX2187
 JX2187;                    North         East     Units Scale Factor Converg.
 JX2187;SPC WV N     -    87,292.522   415,865.788   MT  0.99996030   -1 21 39.5
 JX2187;SPC OH S     -   140,967.664   674,736.523   MT  0.99993801   +0 32 58.3
 JX2187;UTM  17      - 4,346,553.718   445,313.389   MT  0.99963682   -0 24 04.5
 JX2187
 JX2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2187!SPC WV N     -   0.99996538  x   0.99996030  =   0.99992568
 JX2187!SPC OH S     -   0.99996538  x   0.99993801  =   0.99990339
 JX2187!UTM  17      -   0.99996538  x   0.99963682  =   0.99960221
 JX2187
 JX2187:                Primary Azimuth Mark                     Grid Az
 JX2187:SPC WV N     -  BELPRE MUNICIPAL TANK                    075 36 12.7
 JX2187:SPC OH S     -  BELPRE MUNICIPAL TANK                    073 41 34.9
 JX2187:UTM  17      -  BELPRE MUNICIPAL TANK                    074 38 37.7
 JX2187
 JX2187|---------------------------------------------------------------------|
 JX2187| PID    Reference Object                     Distance      Geod. Az  |
 JX2187|                                                           dddmmss.s |
 JX2187| JX2172 BELPRE MUNICIPAL TANK               APPROX. 5.0 KM 0741433.2 |
 JX2187| JX2188 RICHARDS 1944 AZ MK A PT              8.606 METERS 23307     |
 JX2187| JX2186 RICHARDS RM 3                       APPROX. 0.5 KM 2651214.2 |
 JX2187|---------------------------------------------------------------------|
 JX2187
 JX2187                          SUPERSEDED SURVEY CONTROL
 JX2187
 JX2187  NAD 83(1986)-  39 15 59.76638(N)    081 38 02.14873(W) AD(       ) 2
 JX2187  NAD 27      -  39 15 59.49587(N)    081 38 02.68798(W) AD(       ) 2
 JX2187  NGVD 29 (07/19/86)  255.2    (m)          837.     (f) VERT ANG       
 JX2187
 JX2187.Superseded values are not recommended for survey control.
 JX2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2187.See file dsdata.txt to determine how the superseded data were derived.
 JX2187
 JX2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD4531346554(NAD 83)
 JX2187_MARKER: DD = SURVEY DISK
 JX2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2187_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2187+STABILITY: SURFACE MOTION
 JX2187
 JX2187  HISTORY     - Date     Condition        Report By
 JX2187  HISTORY     - 1944     MONUMENTED       CGS
 JX2187
 JX2187                          STATION DESCRIPTION
 JX2187
 JX2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JRS)
 JX2187'AN EDM TRAVERSE TIE WAS MADE FROM RICHARDS 1944 RM 3 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2186 ***********************************************************************
 JX2186  DESIGNATION -  RICHARDS RM 3
 JX2186  PID         -  JX2186
 JX2186  STATE/COUNTY-  WV/WOOD
 JX2186  USGS QUAD   -  LITTLE HOCKING (1994)
 JX2186
 JX2186                         *CURRENT SURVEY CONTROL
 JX2186  ___________________________________________________________________
 JX2186* NAD 83(1995)-  39 15 58.40278(N)    081 38 22.98526(W)     ADJUSTED  
 JX2186* NAVD 88     -       266.3    (meters)     874.     (feet)  VERTCON   
 JX2186  ___________________________________________________________________
 JX2186  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 JX2186  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JX2186
 JX2186  HORZ ORDER  -  FIRST
 JX2186
 JX2186.The horizontal coordinates were established by classical geodetic methods
 JX2186.and adjusted by the National Geodetic Survey in April 1998..
 JX2186
 JX2186.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2186
 JX2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2186
 JX2186.The geoid height was determined by GEOID03.
 JX2186
 JX2186;                    North         East     Units Scale Factor Converg.
 JX2186;SPC WV N     -    87,262.480   415,365.301   MT  0.99996034   -1 21 52.8
 JX2186;SPC OH S     -   140,920.954   674,237.327   MT  0.99993802   +0 32 45.1
 JX2186;UTM  17      - 4,346,515.309   444,813.638   MT  0.99963750   -0 24 17.7
 JX2186
 JX2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2186!SPC WV N     -   0.99996361  x   0.99996034  =   0.99992395
 JX2186!SPC OH S     -   0.99996361  x   0.99993802  =   0.99990163
 JX2186!UTM  17      -   0.99996361  x   0.99963750  =   0.99960112
 JX2186
 JX2186|---------------------------------------------------------------------|
 JX2186| PID    Reference Object                     Distance      Geod. Az  |
 JX2186|                                                           dddmmss.s |
 JX2186| JX2181 RICHARDS                             41.201 METERS 02510     |
 JX2186| CD2075 RICHARDS RM 1                        30.520 METERS 03417     |
 JX2186| JX2172 BELPRE MUNICIPAL TANK               APPROX. 5.5 KM 0751336.6 |
 JX2186| JX2187 RICHARDS 1944 AZ MK                 APPROX. 0.5 KM 0851201.0 |
 JX2186| JX2188 RICHARDS 1944 AZ MK A PT            494.137 METERS 0854349.4 |
 JX2186|---------------------------------------------------------------------|
 JX2186
 JX2186                          SUPERSEDED SURVEY CONTROL
 JX2186
 JX2186  NAD 83(1986)-  39 15 58.40631(N)    081 38 22.99116(W) AD(       ) 1
 JX2186  NAD 27      -  39 15 58.13493(N)    081 38 23.53002(W) AD(       ) 1
 JX2186  NGVD 29 (07/19/86)  266.5    (m)          874.     (f) VERT ANG       
 JX2186
 JX2186.Superseded values are not recommended for survey control.
 JX2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2186.See file dsdata.txt to determine how the superseded data were derived.
 JX2186
 JX2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD4481446515(NAD 83)
 JX2186_MARKER: DD = SURVEY DISK
 JX2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2186_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2186
 JX2186  HISTORY     - Date     Condition        Report By
 JX2186  HISTORY     - 1975     MONUMENTED       NGS
 JX2186
 JX2186                          STATION DESCRIPTION
 JX2186
 JX2186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX2186'THE STATION IS ABOUT 5 MILES WEST-SOUTHWEST OF PARKERSBURG
 JX2186'ON THE PROPERTY OF MR. MCCONNELL WHO LIVES AT THE STATION.
 JX2186'
 JX2186'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2
 JX2186', 95 AND DUPONT ROAD AT THE SOUTHWEST EDGE OF PARKERSBURG.
 JX2186'GO WESTERLY ON DUPONT ROAD FOR 1.5 MILES TO A SIDE ROAD
 JX2186'RIGHT, DUPONT CIRCLE.  (TO REACH THE AZIMUTH MARK FROM
 JX2186'THIS POINT.  TURN RIGHT AND GO 0.1 MILE TO THE TOP OF A
 JX2186'HILL AND THE AZIMUTH MARK ON THE LEFT).  CONTINUE AHEAD
 JX2186'FOR 0.1 MILE TO A FORK.  TAKE LEFT FORK, RIVER HILL ROAD,
 JX2186'GOING UP HILL FOR 0.1 MILE TO A DRIVEWAY LEFT.  TURN LEFT
 JX2186'PASSING TO THE LEFT OF MR. MCCONNELLS HOUSE TO THE STATION
 JX2186'IN THE BACKYARD.
 JX2186'
 JX2186'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED---RICHARDS
 JX2186'1944 NO 3 1975---.  SURFACE DISK IS SET IN THR TOP
 JX2186'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 JX2186'WITH THE GROUND.  IT IS 78.3 FEET SOUTH OF THE SOUTHWEST
 JX2186'CORNER OF THE HOUSE, 55.5 FEET WEST OF A POWER POLE AND
 JX2186'22 FEET NORTHWEST OF THE DRIVEWAY.  THE UNDERGROUND DISK
 JX2186'IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 JX2186'THE SURFACE OF THE GROUND.
 JX2186'
 JX2186'RICHARDS 1944 IS A STANDARD STATION MARK DISK
 JX2186'STAMPED---RICHARDS 1944---.  SURFACE DISK IS SET IN THE TOP OF A
 JX2186'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 JX2186'GROUND.  IT IS 69 FEET SOUTH OF A POWER POLE WITH TRANSFORMER,
 JX2186'47.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 JX2186'AND 10 FEET EAST OF THE DRIVEWAY.
 JX2186'
 JX2186'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---RICHARDS NO 1
 JX2186'1944---, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 JX2186'THAT IS FLUSH WITH THE GROUND.  IT IS 68 FEET NORTH OF A POWER
 JX2186'POLE, 45.5 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE AND
 JX2186'12 FEET EAST OF THE DRIVEWAY AND 3 FEET LOWER THAN
 JX2186'REFERENCE MARK 3.
 JX2186'
 JX2186'AZIMUTH MARK IS A STANDARD DISK STAMPED---RICHARDS 1944---, SET
 JX2186'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JX2186'6 INCHES ABOVE THE GROUND.  IT IS 14 FEET NORTH OF THE CENTER
 JX2186'OF DUPONT CIRCLE DRIVE AND 7 FEET SOUTHEAST OF A 24-INCH TREE.
 JX2186'
 JX2186'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 JX2186'HEIGHT OF LIGHT ABOVE MARK WAS 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1445 ***********************************************************************
 JW1445  DESIGNATION -  RIDGE
 JW1445  PID         -  JW1445
 JW1445  STATE/COUNTY-  WV/MORGAN
 JW1445  USGS QUAD   -  RIDGE (1986)
 JW1445
 JW1445                         *CURRENT SURVEY CONTROL
 JW1445  ___________________________________________________________________
 JW1445* NAD 83(1995)-  39 27 57.56865(N)    078 20 50.07753(W)     ADJUSTED  
 JW1445* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 JW1445  ___________________________________________________________________
 JW1445  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 JW1445  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JW1445
 JW1445  HORZ ORDER  -  FIRST
 JW1445
 JW1445.The horizontal coordinates were established by classical geodetic methods
 JW1445.and adjusted by the National Geodetic Survey in April 1998..
 JW1445
 JW1445.The orthometric height was scaled from a topographic map.
 JW1445
 JW1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1445
 JW1445.The geoid height was determined by GEOID03.
 JW1445
 JW1445;                    North         East     Units Scale Factor Converg.
 JW1445;SPC WV N     -   107,877.692   699,192.593   MT  0.99994462   +0 44 06.7
 JW1445;SPC VA N     - 2,199,746.938 3,513,146.244   MT  1.00005804   +0 05 43.2
 JW1445;SPC VA N     - 7,217,003.08 11,526,047.30   sFT  1.00005804   +0 05 43.2
 JW1445;UTM  17      - 4,371,849.483   728,208.303   MT  1.00024125   +1 41 12.7
 JW1445
 JW1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1445!SPC WV N     -   0.99989392  x   0.99994462  =   0.99983855
 JW1445!SPC VA N     -   0.99989392  x   1.00005804  =   0.99995196
 JW1445!UTM  17      -   0.99989392  x   1.00024125  =   1.00013515
 JW1445
 JW1445|---------------------------------------------------------------------|
 JW1445| PID    Reference Object                     Distance      Geod. Az  |
 JW1445|                                                           dddmmss.s |
 JW1445| CK7348 RIDGE RM 1                           15.897 METERS 01255     |
 JW1445| JW1398 CACAPON                             APPROX. 8.4 KM 0214907.6 |
 JW1445| CK7349 RIDGE RM 2                           14.790 METERS 26512     |
 JW1445|---------------------------------------------------------------------|
 JW1445
 JW1445                          SUPERSEDED SURVEY CONTROL
 JW1445
 JW1445  NAD 83(1995)-  39 27 57.56855(N)    078 20 50.07753(W) AD(       ) 1
 JW1445  NAD 83(1995)-  39 27 57.56963(N)    078 20 50.07961(W) AD(       ) 1
 JW1445  NAD 83(1986)-  39 27 57.56975(N)    078 20 50.08471(W) AD(       ) 1
 JW1445  NAD 27      -  39 27 57.22300(N)    078 20 51.05400(W) AD(       ) 1
 JW1445
 JW1445.Superseded values are not recommended for survey control.
 JW1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1445.See file dsdata.txt to determine how the superseded data were derived.
 JW1445
 JW1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD2820871849(NAD 83)
 JW1445_MARKER: DS = TRIANGULATION STATION DISK
 JW1445_SETTING: 66 = SET IN ROCK OUTCROP
 JW1445
 JW1445  HISTORY     - Date     Condition        Report By
 JW1445  HISTORY     - 1935     MONUMENTED       CGS
 JW1445  HISTORY     - 1947     GOOD             USGS
 JW1445  HISTORY     - 20001106 GOOD             LOCSUR
 JW1445
 JW1445                          STATION DESCRIPTION
 JW1445
 JW1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JW1445'STATION IS LOCATED NEAR THE CORNER OF VIRGINIA AND WEST VIRGINIA,
 JW1445'ABOUT 2.5 MILES NW
 JW1445'OF VILLAGE OF RIDGE AND ABOUT 12 MILES SW OF
 JW1445'BERKELEY SPRINGS.  IT IS ON THE TOP
 JW1445'OF A RIDGE, SPARSELY COVERED
 JW1445'WITH OAK TIMBER.  THE APPROXIMATE CORNER IS MARKED BY
 JW1445'A PILE OF
 JW1445'ROCK AROUND THE FOOT OF A MEDIUM SIZED HICKORY TREE, MARKED WITH A
 JW1445'BLAZE AND A
 JW1445'TRIANGLE.  THE STATION IS ABOUT 100 YARDS N OF THIS
 JW1445'CORNER ON A HIGH SPOT COVERED
 JW1445'WITH OUTCROPPING ROCK, IN THE APPROXIMATE
 JW1445'CENTER OF THE RIDGE, WHICH IS ABOUT 100 FEET
 JW1445'ACROSS THE TOP
 JW1445'AT THIS POINT.  THE OUTCROP SLANTS SHARPLY UPWARD AND TO
 JW1445'WESTWARD.
 JW1445'
 JW1445'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A
 JW1445'LARGE OUTCROPPING
 JW1445'ROCK, PROJECTING ABOUT 18 INCHES.
 JW1445'
 JW1445'REFERENCE MARK NO. 1 IS 15.897 METERS (52.15 FEET) NNW OF
 JW1445'STATION, A
 JW1445'STANDARD DISK IN TOP OF A FLAT ROCK 4 FEET IN DIAMETER,
 JW1445'PROJECTING 6 INCHES.
 JW1445'
 JW1445'REFERENCE MARK NO. 2 IS 14.790 METERS (48.53 FEET) W OF STATION,
 JW1445'A STANDARD DISK IN
 JW1445'TOP OF A 2- BY 3-FOOT OVAL ROCK, PROJECTING 18 INCHES.
 JW1445'
 JW1445'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 JW1445'
 JW1445'TO REACH FROM BERKELEY SPRINGS, GO S ON ROUTE 38 (STARTING AT
 JW1445'JUNCTION OF ROUTES
 JW1445'9 AND 38), 9.2 MILES TO T ROAD RIGHT LEADING TO
 JW1445'CAMP MORGAN (C.C.C.), TURN RIGHT AND
 JW1445'PASS TO RIGHT OF CAMP AND GO
 JW1445'0.8 MILE TO A FORK, TAKE LEFT FORK AND GO 2.7 MILES TO
 JW1445'A DIM FOOT
 JW1445'TRAIL ON RIGHT, LEADING W TO TOP OF RIDGE.  THE BANK ON RIGHT IS
 JW1445'ABOUT 6 FEET HIGH
 JW1445'AT THIS POINT.  FOLLOW THIS WINDING TRAIL A DISTANCE
 JW1445'OF ABOUT 250 YARDS TO TOP OF RIDGE,
 JW1445'TURN LEFT S AND GO ABOUT
 JW1445'1,500 YARDS TO STATION.  STATION MAY ALSO BE REACHED
 JW1445'BY GOING TO
 JW1445'STATION CACAPON AND TURNING RIGHT AND FOLLOWING RIDGE SOUTHWARD
 JW1445'5.5 MILES TO
 JW1445'STATION.  A ROAD HAS BEEN SURVEYED ALONG TOP OF RIDGE
 JW1445'BY C.C.C. WORKERS BUT HAS NOT
 JW1445'BEEN BUILT AT THIS TIME.
 JW1445'
 JW1445'A 37-FOOT TOWER WAS USED.  NO CUTS VG.
 JW1445
 JW1445                          STATION RECOVERY (1947)
 JW1445
 JW1445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (GBG)
 JW1445'STATION IS ON THE TOP OF CACAPON MOUNTAIN, ABOUT 2.5 MILES NW OF THE
 JW1445'VILLAGE OF RIDGE, ABOUT 14
 JW1445'MILES SW OF BERKELEY SPRINGS, 4.4 MILES BY ROAD SW
 JW1445'OF THE ENTRANCE TO CACAPON STATE
 JW1445'PARK, AND NEAR THE CORNER OF VIRGINIA
 JW1445'AND WEST VIRGINIA.  THE STATION IS ABOUT 100 YARDS N
 JW1445'OF THE
 JW1445'APPROXIMATE STATE LINE CORNER MARKED BY A PILE OF STONES AROUND A
 JW1445'HICKORY TREE WITH
 JW1445'BLAZE AND TRIANGLE.  IT IS 44.8 FEET W OF THE
 JW1445'CENTER LINE OF RIDGE ROAD AND ABOUT
 JW1445'20 FEET W OF A TRIANGULAR BLAZE
 JW1445'ON A 20-INCH OAK TREE.  IT IS IN A SLOPING LEDGE ROCK
 JW1445'AT THE CREST OF
 JW1445'THE RIDGE, ABOUT 5 FEET ABOVE THE ROAD.
 JW1445'
 JW1445'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A LEDGE ROCK
 JW1445'WHICH PROJECTS
 JW1445'ABOUT 18 INCHES ABOVE THE GROUND.  STAMPED RIDGE 1935.
 JW1445'
 JW1445'REFERENCE MARK 1 IS 15.897 METERS (52.15 FEET) NNE OF THE
 JW1445'STATION AND IS A
 JW1445'BRONZE DISK SET IN THE TOP OF A FLAT ROCK 4 FEET
 JW1445'IN DIAMETER, PROJECTING ABOUT 6
 JW1445'INCHES.  IT IS ABOUT 46 FEET W OF
 JW1445'THE CENTER LINE OF THE ROAD.
 JW1445'
 JW1445'REFERENCE MARK 2 IS 14.790 METERS (48.53 FEET) W OF THE STATION
 JW1445'AND IS A BRONZE
 JW1445'DISK SET IN THE TOP OF A 2- BY 3-FOOT OVAL ROCK,
 JW1445'PROJECTING ABOUT 18 INCHES.  IT IS
 JW1445'DOWN THE W SLOPE FROM THE STATION.
 JW1445'
 JW1445'TO REACH FROM BERKELEY SPRINGS, (JUNCTION OF U.S. HIGHWAY 522
 JW1445'AND STATE HIGHWAY
 JW1445'9 AT TRAFFIC LIGHT NEAR S EDGE OF TOWN), GO S ON
 JW1445'U.S. HIGHWAY 522 FOR 9/0 MILES TO
 JW1445'THE ENTRANCE TO CACAPON STATE
 JW1445'PARK.  ENTER PARK AND GO 0.4 MILE TO CACAPON INN,
 JW1445'NEAR SUPERINTENDENTS
 JW1445'HOME, FOLLOW MAIN ROAD CURVING TO LEFT AND TAKING LEFT FORK
 JW1445'AT 0.1 MILE,
 JW1445'CONTINUE, PASSING ABOVE TENNIS COURTS AND OLD CAMP
 JW1445'MORGAN TO A Y-FORK 0.5 MILE
 JW1445'FARTHER, TAKE LEFT FORK (BATT ROAD)
 JW1445'LEADING TO TOP OF CACAPON MOUNTAIN (PASSING
 JW1445'ROAD RIGHT TO PICNIC
 JW1445'AREA 0.85 MILE BEYOND THE Y-FORK) FOR 3.7 MILES TO THE CREST
 JW1445'AT MIDDLE OF
 JW1445'A U-CURVE, AND CONTINUE 0.3 MILE N TO THE STATION ON LEFT.
 JW1445'THIS POINT IS ALSO 0.4 MILE
 JW1445'S OF A WIDE CLEARED AREA ALONG THE
 JW1445'ROAD.
 JW1445
 JW1445                          STATION RECOVERY (2000)
 JW1445
 JW1445'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (MIS)
 JW1445'ROAD TO STATION GATED FROM OCTOBER 1 TO MEMORIAL DAY.  GET KEY FROM
 JW1445'CACAPON STATE PARK HEADQUARTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1353 ***********************************************************************
 JW1353  DESIGNATION -  RIDGEDALE ATT MICROWAVE
 JW1353  PID         -  JW1353
 JW1353  STATE/COUNTY-  WV/MONONGALIA
 JW1353  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1353
 JW1353                         *CURRENT SURVEY CONTROL
 JW1353  ___________________________________________________________________
 JW1353* NAD 83(1995)-  39 31 12.48956(N)    079 54 29.14343(W)     ADJUSTED  
 JW1353* NAVD 88     -                                                        
 JW1353  ___________________________________________________________________
 JW1353  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 JW1353  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JW1353
 JW1353  HORZ ORDER  -  THIRD
 JW1353
 JW1353.The horizontal coordinates were established by classical geodetic methods
 JW1353.and adjusted by the National Geodetic Survey in April 1998..
 JW1353
 JW1353
 JW1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1353
 JW1353.The geoid height was determined by GEOID03.
 JW1353
 JW1353;                    North         East     Units Scale Factor Converg.
 JW1353;SPC WV N     -   113,332.052   564,910.591   MT  0.99994244   -0 15 37.0
 JW1353;UTM  17      - 4,375,068.349   593,854.879   MT  0.99970845   +0 41 41.6
 JW1353
 JW1353                          SUPERSEDED SURVEY CONTROL
 JW1353
 JW1353  NAD 83(1986)-  39 31 12.49464(N)    079 54 29.15140(W) AD(       ) 4
 JW1353  NAD 27      -  39 31 12.19697(N)    079 54 29.91915(W) AD(       ) 3
 JW1353
 JW1353.Superseded values are not recommended for survey control.
 JW1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1353.See file dsdata.txt to determine how the superseded data were derived.
 JW1353
 JW1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9385575068(NAD 83)
 JW1353_MARKER: 45 = MICROWAVE TOWER
 JW1353
 JW1353  HISTORY     - Date     Condition        Report By
 JW1353  HISTORY     - 1975     FIRST OBSERVED   NGS
 JW1353
 JW1353                          STATION DESCRIPTION
 JW1353
 JW1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 JW1353'THE STATION, RIDGEDALE, AMERICAN TELEPHONE AND TELEGRAPH COMPANY
 JW1353'MICROWAVE KGQ 36 TOWER, IS A FOUR LEGGED STEEL STRUCTURE, PAINTED
 JW1353'ALTERNATELY RED AND WHITE, WITH FOUR LARGE REFLECTORS AT THE TOP
 JW1353'AND AN OVERALL HEIGHT OF 125 FEET.
 JW1353'
 JW1353'THE STATION, IS ABOUT 8 MILES SOUTH-SOUTHWEST OF MORGANTOWN, 6
 JW1353'MILES WEST OF REEDSVILLE, 2 MILES SOUTHEAST OF RIDGEDALE AND
 JW1353'0.15 MILE EAST OF U.S. HIGHWAY 119.
 JW1353'
 JW1353'THE STATION IS THE TOP CENTER OF THE TOWER. THERE IS A RED
 JW1353'LIGHT ATOP THE TOWER, HOWEVER, THEY ARE NOT USING IT AS THE
 JW1353'TOWER IS ONLY 125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3439 ***********************************************************************
 GX3439  DESIGNATION -  RIFFE
 GX3439  PID         -  GX3439
 GX3439  STATE/COUNTY-  WV/MCDOWELL
 GX3439  USGS QUAD   -  BRADSHAW (1977)
 GX3439
 GX3439                         *CURRENT SURVEY CONTROL
 GX3439  ___________________________________________________________________
 GX3439* NAD 83(1995)-  37 22 27.05915(N)    081 45 40.99169(W)     ADJUSTED  
 GX3439* NAVD 88     -       699.9    (meters)    2296.     (feet)  VERTCON   
 GX3439  ___________________________________________________________________
 GX3439  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 GX3439  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX3439
 GX3439  HORZ ORDER  -  THIRD
 GX3439
 GX3439.The horizontal coordinates were established by classical geodetic methods
 GX3439.and adjusted by the National Geodetic Survey in April 1998..
 GX3439
 GX3439.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3439
 GX3439.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3439
 GX3439.The geoid height was determined by GEOID03.
 GX3439
 GX3439;                    North         East     Units Scale Factor Converg.
 GX3439;SPC WV S     -    41,807.506   532,560.332   MT  1.00002489   -0 28 14.5
 GX3439;UTM  17      - 4,136,654.930   432,587.700   MT  0.99965598   -0 27 43.9
 GX3439
 GX3439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3439!SPC WV S     -   0.99989505  x   1.00002489  =   0.99991994
 GX3439!UTM  17      -   0.99989505  x   0.99965598  =   0.99955106
 GX3439
 GX3439|---------------------------------------------------------------------|
 GX3439| PID    Reference Object                     Distance      Geod. Az  |
 GX3439|                                                           dddmmss.s |
 GX3439| DC4200 RIFFE RM 1                           32.309 METERS 13324     |
 GX3439| DC4201 RIFFE RM 2                           15.480 METERS 21752     |
 GX3439| DC4199 RIFFE AZ MK                                        2674213.4 |
 GX3439|---------------------------------------------------------------------|
 GX3439
 GX3439                          SUPERSEDED SURVEY CONTROL
 GX3439
 GX3439  NAD 83(1995)-  37 22 27.05919(N)    081 45 40.99131(W) AD(       ) 3
 GX3439  NAD 83(1995)-  37 22 27.06644(N)    081 45 40.99487(W) AD(       ) 3
 GX3439  NAD 83(1995)-  37 22 27.06844(N)    081 45 40.99477(W) AD(       ) 3
 GX3439  NAD 83(1986)-  37 22 27.06784(N)    081 45 40.99668(W) AD(       ) 3
 GX3439  NAD 27      -  37 22 26.66180(N)    081 45 41.59350(W) AD(       ) 3
 GX3439  NGVD 29 (07/19/86)  700.1    (m)         2297.     (f) VERT ANG       
 GX3439
 GX3439.Superseded values are not recommended for survey control.
 GX3439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3439.See file dsdata.txt to determine how the superseded data were derived.
 GX3439
 GX3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB3258836655(NAD 83)
 GX3439_MARKER: DS = TRIANGULATION STATION DISK
 GX3439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3439
 GX3439  HISTORY     - Date     Condition        Report By
 GX3439  HISTORY     - 1957     MONUMENTED       CGS
 GX3439
 GX3439                          STATION DESCRIPTION
 GX3439
 GX3439'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3439'THE STATION IS APPROXIMATELY 2-1/4 MILES NORTHEAST OF BRADSHAW, 3
 GX3439'MILES SOUTHEAST OF AVONDALE AND 2 MILES EAST OF DRY FORK CREEK ON
 GX3439'PROPERTY OWNED AND OCCUPIED BY MR. GUS RIFFE.
 GX3439'
 GX3439'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 80 AND 83 IN BRADSHAW,
 GX3439'GO NORTH ON STATE HIGHWAY 80 FOR 1.4 MILES TO A SIDE ROAD RIGHT, TURN
 GX3439'SHARP RIGHT ON GRAVEL ROAD, CROSS A LOW BRIDGE AND GO UNDER A
 GX3439'RAILROAD UNDERPASS, CONTINUE ON DIRT ROAD UP CANYON FOR 1.5 MILES TO
 GX3439'A ROAD FORK, KEEP LEFT FORK FOR 0.05 MILE TO A ROAD FORK, TAKE RIGHT
 GX3439'FORK FOR 0.35 MILE TO A REVERSE Y FORK, CONTINUE STRAIGHT AHEAD FOR
 GX3439'0.1 MILE TO A REVERSE Y FORK, CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO
 GX3439'A T ROAD JUNCTION AT THE TOP OF THE RIDGE, TURN LEFT ABOUT 10
 GX3439'YARDS TO A FORK, TAKE LEFT FORK FOR 0.4 MILE TO A FARM HOUSE ON THE
 GX3439'RIGHT AND THE STATION ON THE HIGHEST POINT NORTHEAST OF THE HOUSE.
 GX3439'THERE IS A CHURCH JUST PAST THIS FARM HOUSE.
 GX3439'
 GX3439'STATION MARKS ARE STANDARD DISKS STAMPED RIFFE 1957.  THE SURFACE
 GX3439'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 GX3439'IS 53 FEET NORTHEAST OF POWER POLE NO. 138-20, 29 FEET NORTH OF A
 GX3439'APPLE TREE AND 26 FEET EAST-NORTHEAST OF ANOTHER APPLE TREE.  THE
 GX3439'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES
 GX3439'BELOW THE SURFACE OF THE GROUND.  A STANDARD WITNESS POST WAS SET 2
 GX3439'FEET NORTHEAST OF THE MARK.
 GX3439'
 GX3439'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED RIFFE NO 1 1957, IS
 GX3439'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 22
 GX3439'FEET NORTHWEST OF THE CENTER OF THE DIRT ROAD, ABOUT 6 FEET HIGHER
 GX3439'THAN THE ROAD, 25 FEET EAST OF AN APPLE TREE AND 3 FEET NORTHWEST
 GX3439'OF A FENCE LINE.
 GX3439'
 GX3439'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED RIFFE NO 2 1957, IS
 GX3439'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 6
 GX3439'FEET WEST OF AN APPLE TREE AND 2 FEET NORTHEAST OF POWER POLE NO.
 GX3439'138-20.
 GX3439'
 GX3439'AZIMUTH MARK IS A STANDARD DISK STAMPED RIFFE 1957, SET IN A SQUARE
 GX3439'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 12 FEET WEST OF THE
 GX3439'CENTER OF THE DIRT ROAD, 3 FEET EAST OF POWER POLE NO. 138-24 AND 3
 GX3439'FEET WEST OF THE FENCE LINE.  A STANDARD WITNESS POST WAS SET 1
 GX3439'FOOT SOUTH OF THE MARK.
 GX3439'
 GX3439'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.2 MILE TO A FORK AND
 GX3439'A CEMETERY, TAKE RIGHT FORK FOR 0.05 MILE TO THE AZIMUTH MARK ON
 GX3439'THE LEFT.
 GX3439'
 GX3439'HEIGHT OF LIGHT ABOVE STATION MARK 14.290 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2939 ***********************************************************************
 HX2939  DESIGNATION -  RIFFLE
 HX2939  PID         -  HX2939
 HX2939  STATE/COUNTY-  WV/BRAXTON
 HX2939  USGS QUAD   -  GASSAWAY (1976)
 HX2939
 HX2939                         *CURRENT SURVEY CONTROL
 HX2939  ___________________________________________________________________
 HX2939* NAD 83(1995)-  38 44 40.23025(N)    080 45 44.92944(W)     ADJUSTED  
 HX2939* NAVD 88     -       506.7    (meters)    1662.     (feet)  VERTCON   
 HX2939  ___________________________________________________________________
 HX2939  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 HX2939  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HX2939
 HX2939  HORZ ORDER  -  SECOND
 HX2939
 HX2939.The horizontal coordinates were established by classical geodetic methods
 HX2939.and adjusted by the National Geodetic Survey in April 1998..
 HX2939
 HX2939.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2939
 HX2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2939
 HX2939.The geoid height was determined by GEOID03.
 HX2939
 HX2939;                    North         East     Units Scale Factor Converg.
 HX2939;SPC WV S     -   193,652.452   620,648.687   MT  0.99997337   +0 08 48.6
 HX2939;UTM  17      - 4,288,451.804   520,641.013   MT  0.99960525   +0 08 55.1
 HX2939
 HX2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2939!SPC WV S     -   0.99992559  x   0.99997337  =   0.99989896
 HX2939!UTM  17      -   0.99992559  x   0.99960525  =   0.99953087
 HX2939
 HX2939:                Primary Azimuth Mark                     Grid Az
 HX2939:SPC WV S     -  RIFFLE AZ MK                             167 10 49.2
 HX2939:UTM  17      -  RIFFLE AZ MK                             167 10 42.7
 HX2939
 HX2939|---------------------------------------------------------------------|
 HX2939| PID    Reference Object                     Distance      Geod. Az  |
 HX2939|                                                           dddmmss.s |
 HX2939| DC4202 RIFFLE AZ MK                                       1671937.8 |
 HX2939| DC4204 RIFFLE RM 2                          13.408 METERS 16939     |
 HX2939| DC4203 RIFFLE RM 1                          11.506 METERS 34554     |
 HX2939|---------------------------------------------------------------------|
 HX2939
 HX2939                          SUPERSEDED SURVEY CONTROL
 HX2939
 HX2939  NAD 83(1986)-  38 44 40.23632(N)    080 45 44.93919(W) AD(       ) 2
 HX2939  NAD 27      -  38 44 39.88660(N)    080 45 45.58100(W) AD(       ) 2
 HX2939  NGVD 29 (07/19/86)  506.9    (m)         1663.     (f) VERT ANG       
 HX2939
 HX2939.Superseded values are not recommended for survey control.
 HX2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2939.See file dsdata.txt to determine how the superseded data were derived.
 HX2939
 HX2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC2064188452(NAD 83)
 HX2939_MARKER: DS = TRIANGULATION STATION DISK
 HX2939_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX2939_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX2939
 HX2939  HISTORY     - Date     Condition        Report By
 HX2939  HISTORY     - 1956     MONUMENTED       CGS
 HX2939  HISTORY     - 1961     GOOD             CGS
 HX2939
 HX2939                          STATION DESCRIPTION
 HX2939
 HX2939'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2939'THE STATION IS LOCATED ON A WOODED HILL, ABOUT 6-1/2 MILES NORTHWEST
 HX2939'OF SUTTON, 5 MILES NORTH OF
 HX2939'GASSAWAY AND 1.2 MILES WEST OF THE RIFFLE POST OFFICE.  IT IS 10 FEET
 HX2939'SOUTH OF A LARGE TRIANGLE BLAZED
 HX2939'PINE TREE, 5-1/2 FEET SOUTH-SOUTHEAST OF WITNESS POST
 HX2939'AND 2-1/2 FEET EAST OF FENCE LINE.  THE MARK
 HX2939'PROJECTS ABOUT 6 INCHES AND THE DISK IS
 HX2939'STAMPED RIFFLE 1956.
 HX2939'
 HX2939'REFERENCE MARK NO. 1 IS 28 FEET NORTHWEST OF A LARGE TRIANGLE BLAZED
 HX2939'PINE TREE AND 4 FEET WEST
 HX2939'OF FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 HX2939'STAMPED RIFFLE NO 1 1956.
 HX2939'
 HX2939'REFERENCE MARK NO. 2 IS 2 FEET EAST OF FENCE LINE.  THE MARK PROJECTS
 HX2939'ABOUT 6 INCHES AND THE
 HX2939'DISK IS STAMPED RIFFLE NO 2 1956.
 HX2939'
 HX2939'AZIMUTH MARK IS 20 FEET WEST OF A 24 INCH OAK TREE, 15-1/2 FEET EAST
 HX2939'OF A 18 INCH OAK TREE AND 4
 HX2939'FEET NORTHWEST OF WITNESS POST.  THE MARK PROJECTS ABOUT 8 INCHES AND
 HX2939'THE DISK IS STAMPED RIFFLE 1956.
 HX2939'
 HX2939'TO REACH FROM THE STEEL BRIDGE OVER THE ELK RIVER IN THE NORTH EDGE
 HX2939'OF GASSAWAY.  GO NORTH ON
 HX2939'STATE HIGHWAY 4 FOR 0.05 MILE TO FORK, TAKE LEFT FORK STRAIGHT AHEAD
 HX2939'(LEAVING STATE HIGHWAY 4) AND GO NORTH
 HX2939'ON HARD SURFACED ROAD FOR 0.95 MILE TO FORKS AT
 HX2939'SMITHS STORE JUST AFTER CROSSING RAILROAD TRACK.
 HX2939'TAKE RIGHT FORK AND GO 3.6 MILES TO
 HX2939'A SIDE ROAD RIGHT JUST AFTER CROSSING SMALL CONCRETE BRIDGE, TURN
 HX2939'RIGHT AND GO EAST- NORTHEAST ON
 HX2939'MAIN TRAVELED ROAD FOR 0.9 MILE TO SUMMIT OF GRADE, CONTINUE DOWN
 HX2939'HILL FOR 0.25 MILE TO WOODEN
 HX2939'GATE ON LEFT.  (THIS IS ETT FOR 2-WHEEL DRIVE TRUCK) PASS
 HX2939'THROUGH GATE AND GO 0.05 MILE TO A POLE
 HX2939'GATE, PASS THROUGH GATE AND GO DOWN CREEK BED
 HX2939'FOR 0.05 MILE TO OLD WASHED OUT ROAD TO THE RIGHT.  TURN
 HX2939'RIGHT ON OLD WASHED OUT ROAD AND
 HX2939'GO WEST-NORTHWEST FOR 0.4 MILE TO POWER LINE AND OPEN FIELD, CONTINUE
 HX2939'WEST-NORTHWEST FOR 0.15 MILE TO GATE,
 HX2939'TURN LEFT AND GO UP GRADE FOR 0.1 MILE TO LARGE ROCKS AND ETT.
 HX2939'PACK SOUTHWEST ABOUT 0.15 MILE TO TOP OF
 HX2939'AND AZIMUTH MARK AS DESCRIBED.  PACK NORTHWESTERLY
 HX2939'FOR ABOUT 0.3 MILE TO STATION HIGHEST PART OF WOODED HILL
 HX2939'AS DESCRIBED.
 HX2939'
 HX2939'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 HX2939
 HX2939                          STATION RECOVERY (1961)
 HX2939
 HX2939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2939'STATION WAS RECOVERED AND ALL MARKS WERE FOUND.  STATION MARK AND
 HX2939'REFERENCE MARKS 1
 HX2939'AND 2 WERE NOTED TO BE IN GOOD CONDITION.  AZIMUTH MARK
 HX2939'WAS NOTED TO BE LOOSE IN THE GROUND.
 HX2939'IT WAS REINFORCED AND THE STAMPING ON
 HX2939'THE DISK IS NOW, RIFFLE 1956 RESET 1961.
 HX2939'
 HX2939'A SHORTER DISTANCE WAS NOTED IN THE MEASUREMENT TO THE REFERENCE
 HX2939'MARKS AND A
 HX2939'DIFFERENCE WAS NOTED IN THE ANGLE TO REFERENCE MARK NUMBER 1.
 HX2939'
 HX2939'THE LARGE TRIANGULAR BLAZED PINE TREE WHICH WAS A REFERENCE POINT TO
 HX2939'THE STATION AND
 HX2939'REFERENCE MARKS IS NO LONGER STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2046 ***********************************************************************
 JX2046  DESIGNATION -  RIGGS KNOB 2
 JX2046  PID         -  JX2046
 JX2046  STATE/COUNTY-  WV/MARSHALL
 JX2046  USGS QUAD   -  POWHATAN POINT (1984)
 JX2046
 JX2046                         *CURRENT SURVEY CONTROL
 JX2046  ___________________________________________________________________
 JX2046* NAD 83(1995)-  39 50 51.78772(N)    080 45 21.26255(W)     ADJUSTED  
 JX2046* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 JX2046  ___________________________________________________________________
 JX2046  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 JX2046  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JX2046
 JX2046  HORZ ORDER  -  SECOND
 JX2046
 JX2046.The horizontal coordinates were established by classical geodetic methods
 JX2046.and adjusted by the National Geodetic Survey in April 1998..
 JX2046
 JX2046.The orthometric height was scaled from a topographic map.
 JX2046
 JX2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2046
 JX2046.The geoid height was determined by GEOID03.
 JX2046
 JX2046;                    North         East     Units Scale Factor Converg.
 JX2046;SPC WV N     -   150,372.571   492,524.533   MT  0.99994821   -0 48 03.5
 JX2046;UTM  17      - 4,410,884.220   520,881.990   MT  0.99960537   +0 09 23.1
 JX2046
 JX2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2046!SPC WV N     -   0.99993628  x   0.99994821  =   0.99988449
 JX2046!UTM  17      -   0.99993628  x   0.99960537  =   0.99954167
 JX2046
 JX2046:                Primary Azimuth Mark                     Grid Az
 JX2046:SPC WV N     -  RIGGS KNOB 2 AZ MK                       049 33 12.4
 JX2046:UTM  17      -  RIGGS KNOB 2 AZ MK                       048 35 45.8
 JX2046
 JX2046|---------------------------------------------------------------------|
 JX2046| PID    Reference Object                     Distance      Geod. Az  |
 JX2046|                                                           dddmmss.s |
 JX2046| CX5271 RIGGS KNOB 2 AZ MK                                 0484508.9 |
 JX2046| JX2047 HANNA COAL CO MARK 1963               6.182 METERS 09025     |
 JX2046| CX5272 RIGGS KNOB 2 RM 2                     9.313 METERS 19202     |
 JX2046| JX2052 CRESAP KAMMER POWER CO E STACK      APPROX. 5.4 KM 2672513.6 |
 JX2046| JX2051 CRESAP KAMMER POWER CO W STACK      APPROX. 5.5 KM 2674654.3 |
 JX2046|---------------------------------------------------------------------|
 JX2046
 JX2046                          SUPERSEDED SURVEY CONTROL
 JX2046
 JX2046  NAD 83(1986)-  39 50 51.79553(N)    080 45 21.26972(W) AD(       ) 2
 JX2046  NAD 27      -  39 50 51.52260(N)    080 45 21.95840(W) AD(       ) 2
 JX2046
 JX2046.Superseded values are not recommended for survey control.
 JX2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2046.See file dsdata.txt to determine how the superseded data were derived.
 JX2046
 JX2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2088210884(NAD 83)
 JX2046_MARKER: DD = SURVEY DISK
 JX2046_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JX2046
 JX2046  HISTORY     - Date     Condition        Report By
 JX2046  HISTORY     - 1963     MONUMENTED       USGS
 JX2046
 JX2046                          STATION DESCRIPTION
 JX2046
 JX2046'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX2046'THE STATION IS ON A HIGH BARE KNOB HILL, ABOUT 5 MILES SOUTH OF
 JX2046'MOUNDSVILLE, 2 MILES EAST
 JX2046'OF THE OHIO RIVER AND ON THE PROPERTY OF MR. FLOYD BAKER.  IT IS A
 JX2046'STANDARD U.S. GEOLOGICAL SURVEY
 JX2046'STATION MARK DISK SET IN THE TOP OF A 4 INCH IRON PIPE FILLED
 JX2046'WITH CONCRETE.  IT IS ON THE HIGHEST
 JX2046'POINT OF THE KNOB HILL, 194 FEET WEST OF AN 8 INCH LOCUST TREE AND
 JX2046'200 FEET SOUTHEAST OF A 10 INCH LOCUST TREE.  THE MONUMENT
 JX2046'PROJECTS 4 INCHES AND THE DISK IS STAMPED RIGGS KNOB 2 1957.
 JX2046'
 JX2046'TO REACH FROM THE POST OFFICE IN MOUNDSVILLE, GO SOUTHWEST ON STATE
 JX2046'HIGHWAY 2 FOR 1.25 MILES TO A
 JX2046'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.05 MILE
 JX2046'TO A FORK.  TAKE THE LEFT FORK AND GO
 JX2046'SOUTHEAST ON A CROOKED PAVED ROAD FOR 1.45 MILES TO A
 JX2046'SIDE ROAD RIGHT.  CONTINUE SOUTHERLY ON THE PAVED
 JX2046'ROAD FOR 1.05 MILES TO A SIDE ROAD
 JX2046'RIGHT.  CONTINUE SOUTHERLY ON THE PAVED ROAD FOR 2.3 MILES TO A
 JX2046'FORK.  TAKE THE RIGHT FORK AND GO
 JX2046'SOUTH ON A PAVED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JX2046'CONTINUE SOUTH ON THE PAVED
 JX2046'ROAD FOR 0.05 MILES TO A FORK AND THE END OF TRUCK TRAVEL.
 JX2046'FROM THE FORK PACK SOUTHWEST UPHILL FOR 0.15
 JX2046'MILE TO THE TOP OF THE HILL AND THE
 JX2046'STATION.
 JX2046'
 JX2046'HANNA COAL CO. MARK IS A 1 INCH STEEL ROD WITH A CROSS CHISELED IN
 JX2046'ITS CENTER SET IN CENTER OF A 6 X
 JX2046'6 INCH CONCRETE POST.  IT IS 174 FEET NORTHWEST OF THE 8 INCH LOCUST
 JX2046'TREE AND 220 FEET EAST OF THE 10 INCH
 JX2046'LOCUST TREE.
 JX2046'
 JX2046'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET
 JX2046'IN THE TOP OF A 4 INCH IRON
 JX2046'PIPE FILLED WITH CONCRETE.  IT IS 194 FEET WEST OF THE 8 INCH LOCUST
 JX2046'TREE AND IS ABOUT 2 FEET LOWER THAN
 JX2046'THE STATION.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 JX2046'IS STAMPED NO 2 1957.
 JX2046'
 JX2046'THE AZIMUTH MARK IS 1 FOOT EAST OF A WITNESS POST, 1 FOOT SOUTH OF A
 JX2046'TELEPHONE POLE, 2 FEET
 JX2046'SOUTHEAST OF A WIRE FENCE AND 13 FEET NORTHWEST OF THE CENTERLINE OF
 JX2046'A PAVED ROAD.  THE MONUMENT IS
 JX2046'FLUSH AND THE DISK IS STAMPED RIGGS KNOB 2 (USGS) 1963.
 JX2046'
 JX2046'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1323 ***********************************************************************
 JW1323  DESIGNATION -  RIGHT
 JW1323  PID         -  JW1323
 JW1323  STATE/COUNTY-  WV/TUCKER
 JW1323  USGS QUAD   -  COLEBANK (1995)
 JW1323
 JW1323                         *CURRENT SURVEY CONTROL
 JW1323  ___________________________________________________________________
 JW1323* NAD 83(1995)-  39 08 18.05829(N)    079 45 27.66084(W)     ADJUSTED  
 JW1323* NAVD 88     -       787.8    (meters)    2585.     (feet)  VERTCON   
 JW1323  ___________________________________________________________________
 JW1323  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 JW1323  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 JW1323
 JW1323  HORZ ORDER  -  THIRD
 JW1323
 JW1323.The horizontal coordinates were established by classical geodetic methods
 JW1323.and adjusted by the National Geodetic Survey in April 1998..
 JW1323
 JW1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1323
 JW1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1323
 JW1323.The geoid height was determined by GEOID03.
 JW1323
 JW1323;                    North         East     Units Scale Factor Converg.
 JW1323;SPC WV N     -    70,899.562   577,721.884   MT  0.99997672   -0 09 51.6
 JW1323;SPC WV S     -   238,068.548   707,411.205   MT  1.00006431   +0 46 04.8
 JW1323;UTM  17      - 4,332,864.327   607,366.280   MT  0.99974194   +0 47 03.2
 JW1323
 JW1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1323!SPC WV N     -   0.99988130  x   0.99997672  =   0.99985803
 JW1323!SPC WV S     -   0.99988130  x   1.00006431  =   0.99994561
 JW1323!UTM  17      -   0.99988130  x   0.99974194  =   0.99962327
 JW1323
 JW1323|---------------------------------------------------------------------|
 JW1323| PID    Reference Object                     Distance      Geod. Az  |
 JW1323|                                                           dddmmss.s |
 JW1323| CX5274 RIGHT RM 1                            7.144 METERS 20428     |
 JW1323| JW1325 WEST VA FISH AND GAME COMM TWR      APPROX.18.6 KM 2165025.0 |
 JW1323| CX5273 RIGHT AZ MK                                        2700435.2 |
 JW1323| CX5275 RIGHT RM 2                            6.631 METERS 31016     |
 JW1323|---------------------------------------------------------------------|
 JW1323
 JW1323                          SUPERSEDED SURVEY CONTROL
 JW1323
 JW1323  NAD 83(1986)-  39 08 18.06592(N)    079 45 27.67398(W) AD(       ) 3
 JW1323  NAD 27      -  39 08 17.68220(N)    079 45 28.42580(W) AD(       ) 3
 JW1323  NGVD 29 (07/19/86)  788.0    (m)         2585.     (f) VERT ANG       
 JW1323
 JW1323.Superseded values are not recommended for survey control.
 JW1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1323.See file dsdata.txt to determine how the superseded data were derived.
 JW1323
 JW1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD0736632864(NAD 83)
 JW1323_MARKER: DS = TRIANGULATION STATION DISK
 JW1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1323
 JW1323  HISTORY     - Date     Condition        Report By
 JW1323  HISTORY     - 1956     MONUMENTED       CGS
 JW1323
 JW1323                          STATION DESCRIPTION
 JW1323
 JW1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1323'STATION IS LOCATED, AIRLINE, ABOUT 5-1/2 MILES NORTH NORTHEAST OF
 JW1323'MONTROSE, 5 MILES
 JW1323'NORTHWEST OF PARSONS, 0.4 MILE WEST OF MOUNT ZION SCHOOL AND ON THE
 JW1323'SUMMIT OF ZION RIDGE.  THE
 JW1323'SUMMIT IS TIMBERED ON TOP AND HAS A CULTIVATED FIELD ON THE SOUTH
 JW1323'AND WEST SLOPE.
 JW1323'
 JW1323'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF U.S. HIGHWAY 219
 JW1323'AND STATE HIGHWAY 72 IN
 JW1323'PARSONS, GO NORTH ON STATE HIGHWAY 72 FOR 0.35 MILE TO A PAVED ROAD
 JW1323'ON THE LEFT, TURN LEFT, SMOKY
 JW1323'HOLLOW ROAD, AND GO 3.1 MILES TO A FORK, TAKE THE LEFT
 JW1323'FORK AND GO 0.2 MILE TO A FORK, TAKE THE
 JW1323'RIGHT FORK AND GO NORTH AND WEST FOR 3.0
 JW1323'MILES TO THE MOUNT ZION SCHOOL ON THE LEFT, CONTINUE WEST
 JW1323'FOR 0.55 MILE TO A GATE ON THE
 JW1323'RIGHT, ABOUT 0.05 MILE BEYOND THE ROAD SUMMIT, TURN RIGHT, THROUGH
 JW1323'THE GATE, AND BEAR BACK TO THE
 JW1323'EAST FOR 0.15 MILE TO THE HIGHEST POINT AND THE STATION.
 JW1323'
 JW1323'STATION MARK, STAMPED RIGHT 1956, IS A STANDARD DISK SET IN THE TOP
 JW1323'OF A 10 INCH SQUARE
 JW1323'CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 12.0 FEET SOUTH OF A
 JW1323'WIRE FENCE AND 11.1 FEET WEST
 JW1323'OF A 12 INCH MAPLE TREE WITH A TRIANGULAR BLAZE.
 JW1323'
 JW1323'REFERENCE MARK NUMBER 1, STAMPED RIGHT NO 1 1956, IS A STANDARD DISK
 JW1323'SET IN THE TOP OF A 10
 JW1323'INCH SQUARE CONCRETE POST, PROJECTING 1 INCH AND IS 12 INCHES LOWER
 JW1323'THAN THE STATION.  IT IS 4.0 FEET
 JW1323'SOUTH OF A WIRE FENCE.
 JW1323'
 JW1323'REFERENCE MARK NUMBER 2, STAMPED RIGHT NO 2 1956, IS A STANDARD DISK
 JW1323'SET IN THE TOP OF A 10
 JW1323'INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND AND IS AT ABOUT THE
 JW1323'SAME ELEVATION AS THE STATION.
 JW1323'
 JW1323'AZIMUTH MARK, STAMPED RIGHT 1956, IS A STANDARD DISK CEMENTED IN A
 JW1323'DRILL HOLE IN A BOULDER 12
 JW1323'BY 24 INCHES, PROJECTING 6 INCHES AND IN A STEEP, SIDEHILL PASTURE.
 JW1323'TO REACH FROM THE STATION, GO WEST
 JW1323'ON THE ROAD FOR 0.3 MILE TO A POWER LINE POLE ON
 JW1323'THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  IT IS
 JW1323'198.0 FEET NORTH OF THE CENTERLINE
 JW1323'OF THE ROAD AND 24.) FEET EAST OF AN APPLE TREE 12 INCHES IN
 JW1323'DIAMETER.
 JW1323'
 JW1323'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3082 ***********************************************************************
 HX3082  DESIGNATION -  RILING
 HX3082  PID         -  HX3082
 HX3082  STATE/COUNTY-  WV/KANAWHA
 HX3082  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3082
 HX3082                         *CURRENT SURVEY CONTROL
 HX3082  ___________________________________________________________________
 HX3082* NAD 83(1995)-  38 20 51.21410(N)    081 42 10.40537(W)     ADJUSTED  
 HX3082* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 HX3082  ___________________________________________________________________
 HX3082  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 HX3082  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HX3082
 HX3082  HORZ ORDER  -  FIRST
 HX3082
 HX3082.The horizontal coordinates were established by classical geodetic methods
 HX3082.and adjusted by the National Geodetic Survey in April 1998..
 HX3082
 HX3082.The orthometric height was scaled from a topographic map.
 HX3082
 HX3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3082
 HX3082.The geoid height was determined by GEOID03.
 HX3082
 HX3082;                    North         East     Units Scale Factor Converg.
 HX3082;SPC WV S     -   149,797.235   538,560.824   MT  0.99992972   -0 26 04.3
 HX3082;UTM  17      - 4,244,612.358   438,580.136   MT  0.99964646   -0 26 10.0
 HX3082
 HX3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3082!SPC WV S     -   0.99995784  x   0.99992972  =   0.99988756
 HX3082!UTM  17      -   0.99995784  x   0.99964646  =   0.99960431
 HX3082
 HX3082:                Primary Azimuth Mark                     Grid Az
 HX3082:SPC WV S     -  S CHARLESTON C C CHEM CORP STK           051 57 43.6
 HX3082:UTM  17      -  S CHARLESTON C C CHEM CORP STK           051 57 49.3
 HX3082
 HX3082|---------------------------------------------------------------------|
 HX3082| PID    Reference Object                     Distance      Geod. Az  |
 HX3082|                                                           dddmmss.s |
 HX3082| HX3086 S CHARLESTON C C CHEM CORP STK      APPROX. 3.2 KM 0513139.3 |
 HX3082| DC4206 RILING RM 1                          37.003 METERS 07044     |
 HX3082| DC4207 RILING RM 2                          25.104 METERS 19543     |
 HX3082| DC4205 RILING AZ MK                                       2043813.4 |
 HX3082| HX3068 CHARLESTON KANAWHA CC TK            APPROX. 1.0 KM 2693838.4 |
 HX3082| HX3067 S CHARLESTON ST POLICE MAST         APPROX. 1.4 KM 3092720.2 |
 HX3082| HX3081 S CHARLESTON USN ORD PLT TK         APPROX. 1.9 KM 3524843.8 |
 HX3082|---------------------------------------------------------------------|
 HX3082
 HX3082                          SUPERSEDED SURVEY CONTROL
 HX3082
 HX3082  NAD 83(1995)-  38 20 51.22073(N)    081 42 10.41028(W) AD(       ) 1
 HX3082  NAD 83(1986)-  38 20 51.22206(N)    081 42 10.41157(W) AD(       ) 1
 HX3082  NAD 27      -  38 20 50.87800(N)    081 42 10.96100(W) AD(       ) 1
 HX3082
 HX3082.Superseded values are not recommended for survey control.
 HX3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3082.See file dsdata.txt to determine how the superseded data were derived.
 HX3082
 HX3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3858044612(NAD 83)
 HX3082_MARKER: DS = TRIANGULATION STATION DISK
 HX3082_SETTING: 0 = UNSPECIFIED SETTING
 HX3082
 HX3082  HISTORY     - Date     Condition        Report By
 HX3082  HISTORY     - 1944     MONUMENTED       CGS
 HX3082
 HX3082                          STATION DESCRIPTION
 HX3082
 HX3082'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3082'STATION IS LOCATED
 HX3082'ABOUT 1.5 MILES S
 HX3082'OF SOUTH CHARLESTON, ON THE SUMMIT OF A BARE
 HX3082'RIDGE OWNED BY MR. C.C. RILING WHO
 HX3082'LIVES ABOUT 0.25 MILE S OF THE
 HX3082'STATION.  STATION IS SITUATED ON THE SW SLOPE OF THE
 HX3082'KNOB NEAR
 HX3082'THE PEAK.  THE DISK IS STAMPED RILING 1944 AND IS FLUSH WITH
 HX3082'THE SURFACE OF THE  GROUND.
 HX3082'
 HX3082'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 HX3082'IN CONCRETE.
 HX3082'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE AT
 HX3082'THE CENTERS OF THE TOPS OFTILES.
 HX3082'
 HX3082'REFERENCE MARK 1 IS ON THE SADDLE OF THE HILL.  IT IS
 HX3082'STAMPED RILING NO 1 1944.
 HX3082'
 HX3082'REFERENCE MARK 2 IS ON THE SW SLOPE OF THE HILL.  IT IS
 HX3082'STAMPED RILING NO 2 1944.
 HX3082'
 HX3082'AZIMUTH MARK IS 22 FEET SW OF A DIRT ROAD AT A CURVE, 6 FEET
 HX3082'N OF A 24-INCH ASH
 HX3082'TREE, AND 3.5 FEET NE OF A WITNESS POST.  IT
 HX3082'IS STAMPED RILING 1944.
 HX3082'
 HX3082'TO REACH THE STATION FROM THE NW JCT. OF U.S. HIGHWAY 119
 HX3082'AND U.S. HIGHWAY
 HX3082'21 AND 60 AT CHARLESTON, GO W ON HIGHWAY
 HX3082'60 THROUGH SOUTH CHARLESTON FOR 5.3
 HX3082'MILES TO A SURFACED ROAD LEFT
 HX3082'ABOUT 0.1 MILE BEYOND THE DAVIS CREEK BRIDGE
 HX3082'(CONCRETE).  TURN
 HX3082'LEFT PASSING TO THE LEFT OF RADIO MASTS AND GO 0.4 MILE TO
 HX3082'RAILROAD TRACKS.
 HX3082'CROSS THE TRACKS AND TURN LEFT, THEN RIGHT, AND FOLLOW
 HX3082'THE SURFACED ROAD FOR 1.2
 HX3082'MILES TO A PRIVATE ROAD TURNING
 HX3082'SHARP LEFT AT A YELLOW BRICK HOUSE ON THE
 HX3082'RIGHT.* TURN SHARP
 HX3082'LEFT AND FOLLOW PRIVATE LANE FOR 0.2 MILE TO THE FARM HOME
 HX3082'OF MR.  RILING.
 HX3082'FROM HERE THE STATION IS ABOUT 1/4 MILE TO THE N.  PACK
 HX3082'UP THE RIDGE TO THE
 HX3082'HIGHEST POINT AND STATION.
 HX3082'
 HX3082'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT ON
 HX3082'DIRT ROAD AND
 HX3082'FOLLOW UPGRADE FOR 0.25 MILE TO THE AZIMUTH MARK ON
 HX3082'THE RIGHT.
 HX3082'
 HX3082'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4662 ***********************************************************************
 JV4662  DESIGNATION -  RIPPON
 JV4662  PID         -  JV4662
 JV4662  STATE/COUNTY-  WV/JEFFERSON
 JV4662  USGS QUAD   -  BERRYVILLE (1981)
 JV4662
 JV4662                         *CURRENT SURVEY CONTROL
 JV4662  ___________________________________________________________________
 JV4662* NAD 83(1995)-  39 14 39.70638(N)    077 53 38.24467(W)     ADJUSTED  
 JV4662* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 JV4662  ___________________________________________________________________
 JV4662  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 JV4662  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JV4662
 JV4662  HORZ ORDER  -  THIRD
 JV4662
 JV4662.The horizontal coordinates were established by classical geodetic methods
 JV4662.and adjusted by the National Geodetic Survey in April 1998..
 JV4662
 JV4662.The orthometric height was scaled from a topographic map.
 JV4662
 JV4662.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4662
 JV4662.The geoid height was determined by GEOID03.
 JV4662
 JV4662;                    North         East     Units Scale Factor Converg.
 JV4662;SPC WV N     -    83,875.989   738,633.382   MT  0.99996279   +1 01 27.4
 JV4662;SPC VA N     - 2,175,302.221 3,552,318.327   MT  1.00000817   +0 22 41.7
 JV4662;SPC VA N     - 7,136,804.04 11,654,564.38   sFT  1.00000817   +0 22 41.7
 JV4662;UTM  18      - 4,347,886.440   250,250.031   MT  1.00036808   -1 49 54.3
 JV4662
 JV4662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4662!SPC WV N     -   0.99997943  x   0.99996279  =   0.99994222
 JV4662!SPC VA N     -   0.99997943  x   1.00000817  =   0.99998760
 JV4662!UTM  18      -   0.99997943  x   1.00036808  =   1.00034750
 JV4662
 JV4662:                Primary Azimuth Mark                     Grid Az
 JV4662:SPC WV N     -  RIPPON AZ MK                             031 45 26.9
 JV4662:SPC VA N     -  RIPPON AZ MK                             032 24 12.6
 JV4662:UTM  18      -  RIPPON AZ MK                             034 36 48.6
 JV4662
 JV4662|---------------------------------------------------------------------|
 JV4662| PID    Reference Object                     Distance      Geod. Az  |
 JV4662|                                                           dddmmss.s |
 JV4662| CK7356 RIPPON AZ MK                                       0324654.3 |
 JV4662| JV4660 GAYLORD WATER TANK                  APPROX. 7.8 KM 2072338.9 |
 JV4662| CK7357 RIPPON RM 1                          25.709 METERS 21616     |
 JV4662| CK7358 RIPPON RM 2                          35.104 METERS 31443     |
 JV4662|---------------------------------------------------------------------|
 JV4662
 JV4662                          SUPERSEDED SURVEY CONTROL
 JV4662
 JV4662  NAD 83(1995)-  39 14 39.70639(N)    077 53 38.24467(W) AD(       ) 3
 JV4662  NAD 83(1995)-  39 14 39.71132(N)    077 53 38.25134(W) AD(       ) 3
 JV4662  NAD 83(1986)-  39 14 39.70604(N)    077 53 38.25514(W) AD(       ) 3
 JV4662  NAD 27      -  39 14 39.33900(N)    077 53 39.26900(W) AD(       ) 3
 JV4662
 JV4662.Superseded values are not recommended for survey control.
 JV4662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4662.See file dsdata.txt to determine how the superseded data were derived.
 JV4662
 JV4662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ5025047886(NAD 83)
 JV4662_MARKER: DS = TRIANGULATION STATION DISK
 JV4662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4662
 JV4662  HISTORY     - Date     Condition        Report By
 JV4662  HISTORY     - 1942     MONUMENTED       CGS
 JV4662  HISTORY     - 1966     GOOD             AEROS
 JV4662  HISTORY     - 1966     GOOD             CGS
 JV4662
 JV4662                          STATION DESCRIPTION
 JV4662
 JV4662'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4662'THE STATION IS LOCATED ABOUT 3.75 MILES SOUTH-SOUTHEAST OF
 JV4662'CHARLESTOWN, AND 8 MILES
 JV4662'NORTH-NORTHEAST OF BERRYVILLE, ON A BARE RIDGE ALONG THE EAST SIDE OF
 JV4662'U.S. HIGHWAY 340, AND ON PROPERTY OWNED
 JV4662'BY J.R. BELL.  IT IS 58 FEET EAST OF THE CENTER OF U.S. HIGHWAY 340
 JV4662'AND 10 FEET EAST OF A NORTH AND SOUTH FENCE
 JV4662'LINE.  THE DISK IS STAMPED RIPPON 1942, AND IS
 JV4662'SET 1 FOOT BELOW THE GROUND SURFACE.
 JV4662'
 JV4662'THE AZIMUTH MARK IS ABOUT 0.55 MILES NORTH OF THE STATION, ON THE
 JV4662'EAST SIDE OF U.S.
 JV4662'HIGHWAY 340, 35 FEET EAST OF THE CENTER OF 340, 5 FEET SOUTHWEST OF
 JV4662'LANE IN FENCE CORNER, IN NORTHWEST
 JV4662'CORNER OF A LARGE FIELD.  THE DISK IS STAMPED RIPPON 1942, AND
 JV4662'PROJECTS 4-INCHES.  TO REACH FROM THE
 JV4662'STATION, GO NORTH ON 340 FOR 0.55 MILES TO THE MARK ON THE RIGHT
 JV4662'AS DESCRIBED.
 JV4662'
 JV4662'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, IN THE NORTH AND
 JV4662'SOUTH FENCE LINE.
 JV4662'THE DISK IS STAMPED RIPPON NO 1, 1942, AND PROJECTS 4-INCHES.
 JV4662'
 JV4662'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 60 FEET WEST OF THE
 JV4662'CENTER OF U.S. HIGHWAY
 JV4662'340, AND 4 FEET WEST OF AN ELECTRIC POLE, AND 6 FEET EAST OF A NORTH
 JV4662'AND SOUTH FENCE LINE.  THE DISK IS STAMPED
 JV4662'RIPPON NO 2, 1942, AND PROJECTS 4-INCHES.
 JV4662'
 JV4662'TO REACH THE STATION FROM THE POST OFFICE IN RIPPON, GO NORTH ON U.S.
 JV4662'HIGHWAY 340 FOR 1.7 MILES TO THE
 JV4662'TOP OF THE GRADE AND STATION ON THE RIGHT AS DESCRIBED.
 JV4662'
 JV4662'NOTE, A 90 FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 JV4662'
 JV4662'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JV4662
 JV4662                          STATION RECOVERY (1966)
 JV4662
 JV4662'RECOVERY NOTE BY AERO SERVICE CORPORATION 1966 (JEC)
 JV4662'MARK STAMPED- CONDITION-
 JV4662'RIPPON 1942 - EXCELLENT
 JV4662'
 JV4662'AZ. MK. (RIPPON) - EXCELLENT
 JV4662'
 JV4662'RIPPON NO. 1-EXCELLENT
 JV4662'
 JV4662'RIPPON NO. 2-EXCELLENT
 JV4662
 JV4662                          STATION RECOVERY (1966)
 JV4662
 JV4662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 JV4662'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO
 JV4662'BE IN GOOD CONDITION.
 JV4662'AS REPORTED BY THE U.S. GEOLOGICAL SURVEY THE DISTANCES TO
 JV4662'THE REFERENCE MARKS WERE LISTED IN
 JV4662'REVERSE.  ALTHOUGH A THOROUGH SEARCH WAS
 JV4662'MADE THE AZIMUTH MARK WAS NOT RECOVERED.  THE
 JV4662'ORIGINAL DESCRIPTION IS ADEQUATE
 JV4662'WITH THE FOLLOWING ADDITIONS.  STATION IS 10 FEET EAST OF ET 6
 JV4662'BRP 1965 (USGS)
 JV4662'AND 43 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 340.  REFERENCE
 JV4662'MARK NO. 2 IS 40 FEET WEST OF
 JV4662'THE CENTERLINE OF THE HIGHWAY AND NOT
 JV4662'60 FEET AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3046 ***********************************************************************
 HX3046  DESIGNATION -  RIVER
 HX3046  PID         -  HX3046
 HX3046  STATE/COUNTY-  WV/KANAWHA
 HX3046  USGS QUAD   -  CHARLESTON EAST (1976)
 HX3046
 HX3046                         *CURRENT SURVEY CONTROL
 HX3046  ___________________________________________________________________
 HX3046* NAD 83(1995)-  38 19 58.92936(N)    081 36 43.30983(W)     ADJUSTED  
 HX3046* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 HX3046  ___________________________________________________________________
 HX3046  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 HX3046  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HX3046
 HX3046  HORZ ORDER  -  SECOND
 HX3046
 HX3046.The horizontal coordinates were established by classical geodetic methods
 HX3046.and adjusted by the National Geodetic Survey in April 1998..
 HX3046
 HX3046.The orthometric height was scaled from a topographic map.
 HX3046
 HX3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3046
 HX3046.The geoid height was determined by GEOID03.
 HX3046
 HX3046;                    North         East     Units Scale Factor Converg.
 HX3046;SPC WV S     -   148,128.890   546,492.055   MT  0.99992903   -0 22 42.1
 HX3046;UTM  17      - 4,242,944.299   446,509.036   MT  0.99963524   -0 22 46.6
 HX3046
 HX3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3046!SPC WV S     -   0.99997790  x   0.99992903  =   0.99990693
 HX3046!UTM  17      -   0.99997790  x   0.99963524  =   0.99961315
 HX3046
 HX3046|---------------------------------------------------------------------|
 HX3046| PID    Reference Object                     Distance      Geod. Az  |
 HX3046|                                                           dddmmss.s |
 HX3046| DC4216 RIVER RM 1                            8.675 METERS 11640     |
 HX3046| DC4217 RIVER RM 2                            6.027 METERS 26206     |
 HX3046| HX3054 NO 103 WVGS 1944                    APPROX. 0.6 KM 3135417.3 |
 HX3046| HX3044 CHARLESTON STATE CAPITOL DOME       362.861 METERS 35638     |
 HX3046| HX3045 CAPITOL                             349.631 METERS 35640     |
 HX3046|---------------------------------------------------------------------|
 HX3046
 HX3046                          SUPERSEDED SURVEY CONTROL
 HX3046
 HX3046  NAD 83(1995)-  38 19 58.93689(N)    081 36 43.31500(W) AD(       ) 2
 HX3046  NAD 83(1986)-  38 19 58.93746(N)    081 36 43.31611(W) AD(       ) 2
 HX3046  NAD 27      -  38 19 58.58600(N)    081 36 43.87300(W) AD(       ) 2
 HX3046
 HX3046.Superseded values are not recommended for survey control.
 HX3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3046.See file dsdata.txt to determine how the superseded data were derived.
 HX3046
 HX3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4650942944(NAD 83)
 HX3046_MARKER: DS = TRIANGULATION STATION DISK
 HX3046_SETTING: 0 = UNSPECIFIED SETTING
 HX3046
 HX3046  HISTORY     - Date     Condition        Report By
 HX3046  HISTORY     - 1944     MONUMENTED       CGS
 HX3046  HISTORY     - 1973     GOOD             NGS
 HX3046
 HX3046                          STATION DESCRIPTION
 HX3046
 HX3046'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3046'STATION IS LOCATED IN
 HX3046'THE CITY OF
 HX3046'CHARLESTON, ON THE S BANK OF THE KANAWHA RIVER, AND IN
 HX3046'THE REAR OF THE RESIDENCE OF
 HX3046'E.R. CUSTER (2602 KANAWHA AVENUE SE).
 HX3046'IT IS 7.5 FEET N OF A WHITE PICKET FENCE AND 19
 HX3046'FEET ESE OF A
 HX3046'STONE RETAINING WALL.  THE DISK IS STAMPED RIVER 1944.
 HX3046'
 HX3046'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE
 HX3046'AT THE CENTERS OF
 HX3046'THE TOPS OF TILES.  UNDERGROUND MARK IS A BRONZE
 HX3046'DISK SET IN THE TOP OF A CONCRETE POST.
 HX3046'
 HX3046'REFERENCE MARK 1 IS AT THE STONE STEPS LEADING TO THE RIVER.
 HX3046'IT IS STAMPED
 HX3046'RIVER NO 1 1944 AND IS FLUSH WITH THE SURFACE OF
 HX3046'THE GROUND.
 HX3046'
 HX3046'REFERENCE MARK 2 IS AT THE JUNCTION OF THE STONE WALL AND THE
 HX3046'PICKET FENCE.  IT
 HX3046'IS STAMPED RIVER NO 2 1944 AND IS FLUSH WITH
 HX3046'THE SURFACE OF THE GROUND.
 HX3046'
 HX3046'TRIANGULATION STATION NO. 103 (WVGS) CAN BE USED AS
 HX3046'AN AZIMUTH MARK
 HX3046'FOR THIS STATION.
 HX3046'
 HX3046'TO REACH THE STATION FROM THE CHESAPEAKE AND OHIO RAILWAY DEPOT
 HX3046'IN CHARLESTON, GO
 HX3046'ESE ON THE KANAWHA CITY DRIVE FOR 1.9 MILES
 HX3046'TO A PAVED STREET LEFT, TURN LEFT
 HX3046'AND GO 0.15 MILE TO THE HOME OF
 HX3046'E.R. CUSTER.
 HX3046'
 HX3046'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX3046
 HX3046                          STATION RECOVERY (1973)
 HX3046
 HX3046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 HX3046'THE STATION MARK AND REFERENCE MARK TWO WERE RECOVERED AND FOUND IN
 HX3046'GOOD CONDITION.  REFERENCE MARK ONE WAS FOUND LEANING SLIGHTLY TO
 HX3046'THE NORTH.  IT WAS STRAIGHTENED UP AND REINFORCED WITH CONCRETE.
 HX3046'THE STAMPING ON THE DISK WAS NOT CHANGED.  HOWEVER IT WAS
 HX3046'CONSIDERED TO HAVE BEEN RESET.  A SHORTED DISTANCE OF 0.023 METERS
 HX3046'WAS OBTAINED TO REFERENCE MARK ONE.  IT IS BELIEVED THE 1944
 HX3046'DISTANCE TO IT WAS A SLOPE DISTANCE.  DUE TO REFERENCE MARK TWO
 HX3046'BEING MOVE A DIFFERENCE OF 15 MINUTES IN DIRECTION TO IT WAS
 HX3046'OBTAINED.
 HX3046'
 HX3046'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 HX3046'
 HX3046'THE STATION IS LOCATED IN THE SOUTHEAST PART OF CHARLESTON, ON THE
 HX3046'SOUTH SIDE OF THE KANAWHA RIVER AND JUST NORTH OF MR. EL RICHARDSON,
 HX3046'OF 2602 KANAWHA AVENUE SOUTHEAST.  MR. RICHARDSONS PHONE NO. IS
 HX3046'344-4556.
 HX3046'
 HX3046'TO REACH THE STATION FROM THE RAILROAD DEPOT IN SOUTH CHARLESTON, GO
 HX3046'SOUTHEAST ON STATE HIGHWAY 61 AND U.S. HIGHWAY 119 FOR 1.9 MILES TO
 HX3046'27TH. STREET.  TURN LEFT AND GO NORTHEAST ON 27TH.  STREET FOR 0.15
 HX3046'MILE TO KANAWHA AVENUE SOUTHEAST.  TURN LEFT AND GO NORTHWEST ON
 HX3046'KANAWHA AVENUE SOUTHEAST FOR 0.1 MILE TO 2602 MANAWHA AVENUE AND
 HX3046'THE STATION JUST NORTH OF THE HOUSE ON THE NORTH SLOPE OF THE BANK
 HX3046'WHICH LEADS TO THE RIVER.
 HX3046'
 HX3046'THE STATION MARK IS A STANDARD DISK STAMPED RIVER 1944, SET IN THE
 HX3046'TOP OF A 4-INCH TILE PIPE WHICH IS 4 INCHES BELOW THE SURFACE OF THE
 HX3046'GROUND.  IT IS 50 FEET NORTH OF THE HOUSE, 50 FEET SOUTH OF THE
 HX3046'RIVER BANK, 30 FEET NORTHWEST OF A GATE, 19 FEET EAST OF A ROCK WALL
 HX3046'AND 7.5 FEET NORTH OF A WOVEN WIRE FENCE.
 HX3046'
 HX3046'REFERENCE MARK ONE IS A STANDARD DISK STAMPED RIVER NO 1 1944, SET
 HX3046'IN THE TOP OF A 4-INCH TILE PIPE WHICH PROJECTS 4 INCHES.  IT IS 2
 HX3046'FEET NORTHWEST OF THE GATE AND 1 FOOT NORTH OF THE WOVEN WIRE
 HX3046'FENCE.
 HX3046'
 HX3046'REFERENCE MARK TWO IS A STANDARD DISK STAMPED RIVER NO 2 1944, SET
 HX3046'IN THE TOP OF A 4-INCH TILE PIPE WHICH PROJECTS 4 INCHES.  IT IS 1
 HX3046'FOOT EAST OF THE ROCK WALL AND 0.5 FOOT NORTHEAST OF THE WOVEN WIRE
 HX3046'FENCE WHERE IT JUNCTIONS WITH THE ROCK WALL.
 HX3046'
 HX3046'THE NO. 103 (W.VA. GEOD. S.) WAS SEARCHED FOR BUT NOT FOUND.  THE
 HX3046'STREET HAS BEEN PAVED AND IT IS BELIEVED UNDER THE PAVEMENT.
 HX3046'
 HX3046'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CHARLESTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1851 ***********************************************************************
 JX1851  DESIGNATION -  RIVESVILLE MONONGA PUB SER STK
 JX1851  PID         -  JX1851
 JX1851  STATE/COUNTY-  WV/MARION
 JX1851  USGS QUAD   -  RIVESVILLE (1976)
 JX1851
 JX1851                         *CURRENT SURVEY CONTROL
 JX1851  ___________________________________________________________________
 JX1851* NAD 83(1995)-  39 31 53.18770(N)    080 06 46.02602(W)     ADJUSTED  
 JX1851* NAVD 88     -                                                        
 JX1851  ___________________________________________________________________
 JX1851  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 JX1851  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JX1851
 JX1851  HORZ ORDER  -  THIRD
 JX1851
 JX1851.The horizontal coordinates were established by classical geodetic methods
 JX1851.and adjusted by the National Geodetic Survey in April 1998..
 JX1851
 JX1851
 JX1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1851
 JX1851.The geoid height was determined by GEOID03.
 JX1851
 JX1851;                    North         East     Units Scale Factor Converg.
 JX1851;SPC WV N     -   114,687.098   547,319.481   MT  0.99994210   -0 23 26.9
 JX1851;UTM  17      - 4,376,129.634   576,248.075   MT  0.99967158   +0 33 53.1
 JX1851
 JX1851                          SUPERSEDED SURVEY CONTROL
 JX1851
 JX1851  NAD 83(1986)-  39 31 53.18737(N)    080 06 46.03544(W) AD(       ) 4
 JX1851  NAD 27      -  39 31 52.89600(N)    080 06 46.74900(W) AD(       ) 3
 JX1851
 JX1851.Superseded values are not recommended for survey control.
 JX1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1851.See file dsdata.txt to determine how the superseded data were derived.
 JX1851
 JX1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7624876130(NAD 83)
 JX1851_MARKER: 63 = STACK
 JX1851
 JX1851  HISTORY     - Date     Condition        Report By
 JX1851  HISTORY     - 1941     FIRST OBSERVED   CGS
 JX1851
 JX1851                          STATION DESCRIPTION
 JX1851
 JX1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1851'THIS INTERSECTION STATION IS THE TALLER
 JX1851'OF TWO LARGE METAL
 JX1851'SMOKESTACKS ON THE POWER PLANT OF THE MONONGAHELA
 JX1851'PUBLIC SERVICE COMPANY IN THE TOWN OF
 JX1851'RIVESVILLE.  THE TALLER STACK
 JX1851'IS ABOUT 200 FEET HIGH.  THE POINT SIGHTED ON IS THE
 JX1851'CENTER OF THE
 JX1851'TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0691 ***********************************************************************
 HY0691  DESIGNATION -  RM 3
 HY0691  PID         -  HY0691
 HY0691  STATE/COUNTY-  WV/LINCOLN
 HY0691  USGS QUAD   -  BRANCHLAND (1987)
 HY0691
 HY0691                         *CURRENT SURVEY CONTROL
 HY0691  ___________________________________________________________________
 HY0691* NAD 83(1986)-  38 13 17.     (N)    082 12 06.     (W)     SCALED    
 HY0691* NAVD 88     -       181.925  (meters)     596.87   (feet)  ADJUSTED  
 HY0691  ___________________________________________________________________
 HY0691  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HY0691  DYNAMIC HT  -         181.796 (meters)     596.44  (feet)  COMP
 HY0691  MODELED GRAV-     979,916.1   (mgal)                       NAVD 88
 HY0691
 HY0691  VERT ORDER  -  SECOND    CLASS 0
 HY0691
 HY0691.The horizontal coordinates were scaled from a topographic map and have
 HY0691.an estimated accuracy of +/- 6 seconds.
 HY0691
 HY0691.The orthometric height was determined by differential leveling
 HY0691.and adjusted by the National Geodetic Survey in June 1991..
 HY0691
 HY0691.The geoid height was determined by GEOID03.
 HY0691
 HY0691.The dynamic height is computed by dividing the NAVD 88
 HY0691.geopotential number by the normal gravity value computed on the
 HY0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0691.degrees latitude (g = 980.6199 gals.).
 HY0691
 HY0691.The modeled gravity was interpolated from observed gravity values.
 HY0691
 HY0691;                    North         East    Units  Estimated Accuracy
 HY0691;SPC WV S     -   136,240.      494,780.      MT  (+/- 180 meters Scaled)
 HY0691
 HY0691                          SUPERSEDED SURVEY CONTROL
 HY0691
 HY0691  NGVD 29 (??/??/92)  182.13   (m)          597.5    (f) COMPUTED    2 0
 HY0691
 HY0691.Superseded values are not recommended for survey control.
 HY0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0691.See file dsdata.txt to determine how the superseded data were derived.
 HY0691
 HY0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC948310(NAD 83)
 HY0691_MARKER: Q = CHISELED SQUARE
 HY0691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0691_SP_SET: PIER
 HY0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0691
 HY0691  HISTORY     - Date     Condition        Report By
 HY0691  HISTORY     - UNK      MONUMENTED       USGS
 HY0691  HISTORY     - 1957     GOOD             NGS
 HY0691
 HY0691                          STATION DESCRIPTION
 HY0691
 HY0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0691'AT BRANCHLAND.
 HY0691'AT BRANCHLAND, ABOUT 0.1 MILE SOUTHWEST ALONG A BLACKTOP ROAD
 HY0691'FROM THE CHESAPEAKE AND OHIO RAILWAY STATION, AT BRIDGE OVER
 HY0691'GUYANDOT RIVER, AT OUTLINED SQUARE ON THE TOP OF THE NORTH
 HY0691'CORNER OF THE NORTHEAST PIER, 2 FEET NORTHWEST OF STEEL RAILING
 HY0691'OF BRIDGE, 3 FEET EAST OF EAST CORNER OF BOX HOUSING THE RIVER
 HY0691'GAGE AND ABOUT 1 1/2 FEET BELOW LEVEL OF BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1530 ***********************************************************************
 HW1530  DESIGNATION -  RM H 86
 HW1530  PID         -  HW1530
 HW1530  STATE/COUNTY-  WV/PENDLETON
 HW1530  USGS QUAD   -  SUGAR GROVE (1981)
 HW1530
 HW1530                         *CURRENT SURVEY CONTROL
 HW1530  ___________________________________________________________________
 HW1530* NAD 83(1986)-  38 30 39.     (N)    079 19 15.     (W)     SCALED    
 HW1530* NAVD 88     -       576.71   (+/-2cm)    1892.1    (feet)  VERTCON   
 HW1530  ___________________________________________________________________
 HW1530  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HW1530
 HW1530  VERT ORDER  -  ? (See Below)
 HW1530
 HW1530.The horizontal coordinates were scaled from a topographic map and have
 HW1530.an estimated accuracy of +/- 6 seconds.
 HW1530
 HW1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1530.The vertical order pertains to the NGVD 29 superseded value.
 HW1530
 HW1530.The geoid height was determined by GEOID03.
 HW1530
 HW1530;                    North         East    Units  Estimated Accuracy
 HW1530;SPC WV S     -   169,010.      746,440.      MT  (+/- 180 meters Scaled)
 HW1530
 HW1530                          SUPERSEDED SURVEY CONTROL
 HW1530
 HW1530  NGVD 29 (??/??/92)  576.788  (m)         1892.35   (f) ADJ UNCH    ?  
 HW1530
 HW1530.Superseded values are not recommended for survey control.
 HW1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1530.See file dsdata.txt to determine how the superseded data were derived.
 HW1530
 HW1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC464638(NAD 83)
 HW1530_MARKER: Q = CHISELED SQUARE
 HW1530_SETTING: 80 = SET IN A BOULDER
 HW1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1530+STABILITY: SURFACE MOTION
 HW1530
 HW1530  HISTORY     - Date     Condition        Report By
 HW1530  HISTORY     - UNK      MONUMENTED       USGS
 HW1530  HISTORY     - 1935     GOOD             NGS
 HW1530
 HW1530                          STATION DESCRIPTION
 HW1530
 HW1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1530'AT SUGAR GROVE.
 HW1530'AT SUGAR GROVE, PENDLETON COUNTY, 158.3 FEET WEST OF BENCH MARK
 HW1530'H 86 (USGS) DESCRIBED ABOVE, 12 FEET SOUTH OF THE CENTERLINE OF THE
 HW1530'ROAD, AT THE NORTHEAST CORNER OF A SHED, AND ON THE TOP OF A
 HW1530'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3590 ***********************************************************************
 HW3590  DESIGNATION -  RNG ELKINS RADIO EKN
 HW3590  PID         -  HW3590
 HW3590  STATE/COUNTY-  WV/RANDOLPH
 HW3590  USGS QUAD   -  ELKINS (1995)
 HW3590
 HW3590                         *CURRENT SURVEY CONTROL
 HW3590  ___________________________________________________________________
 HW3590* NAD 83(1995)-  38 56 07.71351(N)    079 51 59.11694(W)     ADJUSTED  
 HW3590* NAVD 88     -                                                        
 HW3590  ___________________________________________________________________
 HW3590  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 HW3590  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HW3590
 HW3590  HORZ ORDER  -  THIRD
 HW3590
 HW3590.The horizontal coordinates were established by classical geodetic methods
 HW3590.and adjusted by the National Geodetic Survey in April 1998..
 HW3590
 HW3590
 HW3590.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3590
 HW3590.The geoid height was determined by GEOID03.
 HW3590
 HW3590;                    North         East     Units Scale Factor Converg.
 HW3590;SPC WV S     -   215,426.651   698,285.648   MT  1.00001153   +0 42 02.8
 HW3590;SPC WV N     -    48,410.297   568,229.106   MT  1.00001282   -0 14 01.3
 HW3590;UTM  17      - 4,310,227.160   598,249.013   MT  0.99971886   +0 42 44.8
 HW3590
 HW3590                          SUPERSEDED SURVEY CONTROL
 HW3590
 HW3590  NAD 83(1986)-  38 56 07.71960(N)    079 51 59.12953(W) AD(       ) 4
 HW3590  NAD 27      -  38 56 07.33800(N)    079 51 59.87600(W) AD(       ) 3
 HW3590
 HW3590.Superseded values are not recommended for survey control.
 HW3590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3590.See file dsdata.txt to determine how the superseded data were derived.
 HW3590
 HW3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9824910227(NAD 83)
 HW3590
 HW3590  HISTORY     - Date     Condition        Report By
 HW3590  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3590
 HW3590                          STATION DESCRIPTION
 HW3590
 HW3590'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3590'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF ELKINS.
 HW3590'THE RANGE STATION
 HW3590'CONSISTS OF FIVE RADIO MASTS, FOUR OF THEM FORMING A SQUARE AND
 HW3590'ONE IN THE CENTER.  THE MASTS ARE OF
 HW3590'STEEL CONSTRUCTION WITH FOUR LEGS AND ABOUT 135 FEET
 HW3590'HIGH.  THEY ARE ALTERNATELY PAINTED ORANGE AND WHITE.
 HW3590'THE TOP OF THE CENTER MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2998 ***********************************************************************
 HX2998  DESIGNATION -  ROANE
 HX2998  PID         -  HX2998
 HX2998  STATE/COUNTY-  WV/ROANE
 HX2998  USGS QUAD   -  SPENCER (1986)
 HX2998
 HX2998                         *CURRENT SURVEY CONTROL
 HX2998  ___________________________________________________________________
 HX2998* NAD 83(1995)-  38 48 14.88559(N)    081 20 52.99114(W)     ADJUSTED  
 HX2998* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 HX2998  ___________________________________________________________________
 HX2998  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 HX2998  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX2998
 HX2998  HORZ ORDER  -  SECOND
 HX2998
 HX2998.The horizontal coordinates were established by classical geodetic methods
 HX2998.and adjusted by the National Geodetic Survey in April 1998..
 HX2998
 HX2998.The orthometric height was scaled from a topographic map.
 HX2998
 HX2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2998
 HX2998.The geoid height was determined by GEOID03.
 HX2998
 HX2998;                    North         East     Units Scale Factor Converg.
 HX2998;SPC WV S     -   200,301.826   569,767.016   MT  0.99998409   -0 12 54.6
 HX2998;UTM  17      - 4,295,099.110   469,778.516   MT  0.99961125   -0 13 05.2
 HX2998
 HX2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2998!SPC WV S     -   0.99996104  x   0.99998409  =   0.99994513
 HX2998!UTM  17      -   0.99996104  x   0.99961125  =   0.99957230
 HX2998
 HX2998|---------------------------------------------------------------------|
 HX2998| PID    Reference Object                     Distance      Geod. Az  |
 HX2998|                                                           dddmmss.s |
 HX2998| DC4222 ROANE RM 2                           12.988 METERS 09308     |
 HX2998| HX2999 SPENCER MONONGA PUB SER STK         APPROX. 0.7 KM 2101653.4 |
 HX2998| DC4220 ROANE AZ MK                                        2151547.9 |
 HX2998| DC4221 ROANE RM 1                           10.758 METERS 34530     |
 HX2998|---------------------------------------------------------------------|
 HX2998
 HX2998                          SUPERSEDED SURVEY CONTROL
 HX2998
 HX2998  NAD 83(1986)-  38 48 14.89162(N)    081 20 52.99750(W) AD(       ) 2
 HX2998  NAD 27      -  38 48 14.57700(N)    081 20 53.56600(W) AD(       ) 2
 HX2998
 HX2998.Superseded values are not recommended for survey control.
 HX2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2998.See file dsdata.txt to determine how the superseded data were derived.
 HX2998
 HX2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6977995099(NAD 83)
 HX2998_MARKER: DS = TRIANGULATION STATION DISK
 HX2998_SETTING: 0 = UNSPECIFIED SETTING
 HX2998
 HX2998  HISTORY     - Date     Condition        Report By
 HX2998  HISTORY     - 1944     MONUMENTED       CGS
 HX2998
 HX2998                          STATION DESCRIPTION
 HX2998
 HX2998'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2998'STATION IS LOCATED ON
 HX2998'THE S SIDE OF
 HX2998'PROSPECT STREET IN THE CITY OF SPENCER.  IT IS DIRECTLY
 HX2998'IN FRONT OF THE HOME OF MR.
 HX2998'ALANGO RUNNION OF 120 PROSPECT
 HX2998'STREET.  IT IS 51.5 FEET NW OF THE NW CORNER
 HX2998'OF THE GARAGE, 24
 HX2998'FEET S OF THE LOWER STEP LEADING TO THE RUNNION HOUSE, AND 5.2
 HX2998'FEET S OF
 HX2998'THE S EDGE OF THE PAVEMENT.  THE DISK IS STAMPED
 HX2998'ROANE 1944.
 HX2998'
 HX2998'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE BRONZE DISKS
 HX2998'SET IN CONCRETE.
 HX2998'
 HX2998'REFERENCE MARK 1 IS IN THE SIDEWALK, NEAR THE N EDGE OF THE
 HX2998'WALK, AND 19 FEET
 HX2998'W OF THE CENTER OF THE STEPS LEADING TO THE
 HX2998'RUNNION HOUSE.  IT IS STAMPED ROANE
 HX2998'NO 1 1944.
 HX2998'
 HX2998'REFERENCE MARK 2 IS IN THE SIDEWALK, NEAR THE N EDGE OF THE
 HX2998'WALK, AND 44 FEET
 HX2998'W OF THE CENTER OF THE STEPS LEADING TO THE
 HX2998'RUNNION HOUSE.  IT IS STAMPED ROANE
 HX2998'NO 2 1944.
 HX2998'
 HX2998'AZIMUTH MARK IS ON THE SE CORNER OF THE COURTHOUSE SQUARE,
 HX2998'IN THE V FORMED BY
 HX2998'THE E SIDEWALK AND THE ANGLING WALK LEADING
 HX2998'TO THE ENTRANCE OF THE COURTHOUSE.
 HX2998'IT IS STAMPED ROANE 1944.
 HX2998'
 HX2998'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN SPENCER, GO N
 HX2998'ON THE W SIDE OF
 HX2998'THE SQUARE TO THE END OF THE ROAD AT THE N SIDE
 HX2998'OF THE CONCRETE BRIDGE, TURN LEFT
 HX2998'AND GO 0.1 MILE TO A PAVED ROAD
 HX2998'RIGHT, TURN RIGHT AND FOLLOW PAVED ROAD, KEEPING
 HX2998'RIGHT FORK, UP
 HX2998'HILL FOR 0.6 MILE TO THE END OF THE PAVEMENT AND STATION ON THE
 HX2998'RIGHT.
 HX2998'
 HX2998'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1919 ***********************************************************************
 JX1919  DESIGNATION -  ROBINSON
 JX1919  PID         -  JX1919
 JX1919  STATE/COUNTY-  WV/HARRISON
 JX1919  USGS QUAD   -  SHINNSTON (1977)
 JX1919
 JX1919                         *CURRENT SURVEY CONTROL
 JX1919  ___________________________________________________________________
 JX1919* NAD 83(1995)-  39 22 32.68419(N)    080 18 42.38038(W)     ADJUSTED  
 JX1919* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 JX1919  ___________________________________________________________________
 JX1919  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 JX1919  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JX1919
 JX1919  HORZ ORDER  -  SECOND
 JX1919
 JX1919.The horizontal coordinates were established by classical geodetic methods
 JX1919.and adjusted by the National Geodetic Survey in April 1998..
 JX1919
 JX1919.The orthometric height was scaled from a topographic map.
 JX1919
 JX1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1919
 JX1919.The geoid height was determined by GEOID03.
 JX1919
 JX1919;                    North         East     Units Scale Factor Converg.
 JX1919;SPC WV N     -    97,538.424   530,056.961   MT  0.99995023   -0 31 03.8
 JX1919;UTM  17      - 4,358,700.693   559,278.639   MT  0.99964326   +0 26 11.9
 JX1919
 JX1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1919!SPC WV N     -   0.99995573  x   0.99995023  =   0.99990596
 JX1919!UTM  17      -   0.99995573  x   0.99964326  =   0.99959901
 JX1919
 JX1919:                Primary Azimuth Mark                     Grid Az
 JX1919:SPC WV N     -  11 WVGS 1941                             029 21 50.6
 JX1919:UTM  17      -  11 WVGS 1941                             028 24 34.9
 JX1919
 JX1919|---------------------------------------------------------------------|
 JX1919| PID    Reference Object                     Distance      Geod. Az  |
 JX1919|                                                           dddmmss.s |
 JX1919| JX1921 11 WVGS 1941                        APPROX. 0.5 KM 0285046.8 |
 JX1919| JX1923 SHINNSTON SOUTH MUNICIPAL TANK      APPROX. 2.2 KM 0295129.5 |
 JX1919| JX1922 SHINNSTON STATE POLICE MAST         APPROX. 0.8 KM 0364046.8 |
 JX1919| JX1920 10 WVGS 1941                         42.766 METERS 04419     |
 JX1919| CX5285 ROBINSON RM 2                         8.636 METERS 19512     |
 JX1919|---------------------------------------------------------------------|
 JX1919
 JX1919                          SUPERSEDED SURVEY CONTROL
 JX1919
 JX1919  NAD 83(1986)-  39 22 32.68722(N)    080 18 42.38846(W) AD(       ) 2
 JX1919  NAD 27      -  39 22 32.36820(N)    080 18 43.07270(W) AD(       ) 2
 JX1919
 JX1919.Superseded values are not recommended for survey control.
 JX1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1919.See file dsdata.txt to determine how the superseded data were derived.
 JX1919
 JX1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5927958701(NAD 83)
 JX1919_MARKER: DS = TRIANGULATION STATION DISK
 JX1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1919
 JX1919  HISTORY     - Date     Condition        Report By
 JX1919  HISTORY     - 1941     MONUMENTED       CGS
 JX1919
 JX1919                          STATION DESCRIPTION
 JX1919
 JX1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1919'STATION IS ABOUT 1-1/2 MILES SW OF SHINNSTON ON THE SLOPE OF THE HILL
 JX1919'250 FEET SW OF THE
 JX1919'INTERSECTION OF U.S. HIGHWAY 19 AND STATE HIGHWAY 20.  IT
 JX1919'IS ON PROPERTY OWNED BY
 JX1919'C.H. BICE, 100 FEET W OF THE WEEPING WILLOW
 JX1919'SERVICE STATION AND 73 FEET SW OF THE SW
 JX1919'CORNER OF THE BICE HOME.
 JX1919'IT IS STAMPED ROBINSON 1941 AND IS SET FLUSH WITH THE
 JX1919'GROUND.
 JX1919'
 JX1919'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 2 ARE STANDARD
 JX1919'BRONZE DISKS SET
 JX1919'IN CONCRETE.
 JX1919'
 JX1919'STATION C.W.A. 10 WAS USED FOR REFERENCE MARK NO. 1.  IT IS
 JX1919'100 FEET SW OF THE
 JX1919'INTERSECTION OF THE TWO HIGHWAYS, 25 FEET N OF
 JX1919'THE N BRICK POST OF THE SERVICE
 JX1919'STATION, 1 FOOT NW OF THE CURB
 JX1919'BORDERING THE CINDER DRIVE TO THE SERVICE STATION
 JX1919'AND 1 FOOT N BY
 JX1919'E OF THE SIDEWALK LEADING TO THE BICE HOME.  IT IS A STANDARD
 JX1919'STATE SURVEY
 JX1919'TRAVERSE DISK, NOT STAMPED, SET IN A 6-INCH SQUARE
 JX1919'LIMESTONE POST SET 6 INCHES
 JX1919'BELOW THE SURFACE AND COVERED BY A 6-INCH
 JX1919'LAYER OF SOD.
 JX1919'
 JX1919'REFERENCE MARK NO. 2 IS ON THE EDGE OF AN UNCULTIVATED FIELD
 JX1919'8 FEET S OF THE S
 JX1919'END OF A GRAPE ARBOR.  IT IS STAMPED ROBINSON
 JX1919'NO. 2 1941 AND IS SET FLUSH WITH THE
 JX1919'GROUND.
 JX1919'
 JX1919'A DIRECTION WAS MEASURED TO STATION C.W.A. 11.  IT IS ABOUT
 JX1919'0.3 MILE NE OF THE
 JX1919'STATION IN THE HEDGE SURROUNDING THE MASONIC
 JX1919'CEMETERY, 18 FEET SW OF THE SW POST
 JX1919'OF THE N GATE OF THE CEMETERY
 JX1919'ABOUT 25 FEET SE OF THE CENTER LINE OF U.S. HIGHWAY 19
 JX1919'AND 2-1/2
 JX1919'FEET SE OF THE STONE WALL BORDERING THE CEMETERY.  IT IS A STANDARD
 JX1919'STATE SURVEY
 JX1919'TRAVERSE DISK, NOT STAMPED, SET IN A 6-INCH SQUARE
 JX1919'LIMESTONE POST SET FLUSH WITH
 JX1919'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2127 ***********************************************************************
 JX2127  DESIGNATION -  ROCK
 JX2127  PID         -  JX2127
 JX2127  STATE/COUNTY-  WV/WIRT
 JX2127  USGS QUAD   -  MACFARLAN (1987)
 JX2127
 JX2127                         *CURRENT SURVEY CONTROL
 JX2127  ___________________________________________________________________
 JX2127* NAD 83(1995)-  39 00 25.89824(N)    081 14 40.56970(W)     ADJUSTED  
 JX2127* NAVD 88     -       346.0    (meters)    1135.     (feet)  VERTCON   
 JX2127  ___________________________________________________________________
 JX2127  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 JX2127  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JX2127
 JX2127  HORZ ORDER  -  THIRD
 JX2127
 JX2127.The horizontal coordinates were established by classical geodetic methods
 JX2127.and adjusted by the National Geodetic Survey in April 1998..
 JX2127
 JX2127.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2127
 JX2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2127
 JX2127.The geoid height was determined by GEOID03.
 JX2127
 JX2127;                    North         East     Units Scale Factor Converg.
 JX2127;SPC WV N     -    57,774.548   448,896.349   MT  0.99999865   -1 06 45.6
 JX2127;SPC WV S     -   222,815.472   578,812.510   MT  1.00002874   -0 09 04.4
 JX2127;UTM  17      - 4,317,603.359   478,821.555   MT  0.99960552   -0 09 14.2
 JX2127
 JX2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2127!SPC WV N     -   0.99995099  x   0.99999865  =   0.99994964
 JX2127!SPC WV S     -   0.99995099  x   1.00002874  =   0.99997973
 JX2127!UTM  17      -   0.99995099  x   0.99960552  =   0.99955653
 JX2127
 JX2127|---------------------------------------------------------------------|
 JX2127| PID    Reference Object                     Distance      Geod. Az  |
 JX2127|                                                           dddmmss.s |
 JX2127| CD2092 ROCK RM 1                             9.104 METERS 17127     |
 JX2127| HX2992 BALL KNOB                           APPROX. 9.2 KM 2202847.7 |
 JX2127| CD2093 ROCK RM 2                            10.513 METERS 26024     |
 JX2127|---------------------------------------------------------------------|
 JX2127
 JX2127                          SUPERSEDED SURVEY CONTROL
 JX2127
 JX2127  NAD 83(1986)-  39 00 25.90356(N)    081 14 40.57655(W) AD(       ) 3
 JX2127  NAD 27      -  39 00 25.61500(N)    081 14 41.15150(W) AD(       ) 3
 JX2127  NGVD 29 (07/19/86)  346.2    (m)         1136.     (f) VERT ANG       
 JX2127
 JX2127.Superseded values are not recommended for survey control.
 JX2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2127.See file dsdata.txt to determine how the superseded data were derived.
 JX2127
 JX2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7882217603(NAD 83)
 JX2127_MARKER: DS = TRIANGULATION STATION DISK
 JX2127_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JX2127_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JX2127
 JX2127  HISTORY     - Date     Condition        Report By
 JX2127  HISTORY     - 1956     MONUMENTED       CGS
 JX2127
 JX2127                          STATION DESCRIPTION
 JX2127
 JX2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX2127'THE STATION IS LOCATED ON THE NORTHEAST END OF A WOODED SUMMIT THAT
 JX2127'IS ABOUT 2 MILES WEST OF
 JX2127'THE POST OFFICE OF SUNDAY AND 9 MILES SOUTHEAST OF ELIZABETH.  IT IS
 JX2127'19 FEET NORTH OF A TRIANGLE BLAZED
 JX2127'OAK TREE, 29 FEET NORTH NORTHEAST OF A TRIANGLE BLAZED
 JX2127'OAK TREE, 50 FEET EAST OF A TRIANGLE BLAZED PINE
 JX2127'TREE, 15 FEET SOUTH OF A TRIANGLE
 JX2127'BLAZED OAK TREE AND 6 FEET NORTHWEST OF A WITNESS POST.  THE DISK
 JX2127'IS SET IN CONCRETE AT THE CENTER
 JX2127'OF THE TOP OF A 4 INCH TILE POST THAT PROJECTS ABOUT 12 INCHES AND
 JX2127'THE DISK IS STAMPED ROCK 1956.
 JX2127'
 JX2127'REFERENCE MARK NO. 1 IS 14 FEET WEST OF A TRIANGLE BLAZED OAK TREE
 JX2127'AND 12 FEET SOUTHWEST OF A
 JX2127'TRIANGLE BLAZED OAK TREE.  THE DISK IS SET IN CONCRETE AT THE CENTER
 JX2127'OF THE TOP OF A 4 INCH TILE POST
 JX2127'THAT PROJETS ABOUT 12 INCHES AND THE DISK IS STAMPED
 JX2127'ROCK NO 1 1956.
 JX2127'
 JX2127'REFERENCE MARK NO. 2 IS 18 FEET EAST OF A TRIANGLE BLAZED PINE TREE.
 JX2127'THE DISK IS SET IN CONCRETE
 JX2127'AT THE CENTER OF THE TOP OF A 4 INCH TILE POST THAT PROJECTS ABOUT
 JX2127'12 INCHES AND THE DISK IS STAMPED
 JX2127'ROCK NO 2 1956.
 JX2127'
 JX2127'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 50 AND STATE
 JX2127'HIGHWAY 47 AT THE EAST EDGE
 JX2127'OF PARKERSBURG, GO EASTERLY ON STATE HIGHWAY 47 FOR 28.6 MILES TO A
 JX2127'SIDE ROAD RIGHT AND SIGN BROHARD
 JX2127'4 MILES, MUNDAY 7 MILES.  TURN RIGHT AND GO SOUTHERLY
 JX2127'ON SURFACE ROAD FOR 6.85 MILES TO FORK AND MUNDAY,
 JX2127'POST OFFICE.  TURN RIGHT AT FORK AND
 JX2127'LEFT CROSSING BRIDGE AND GO WESTERLY ON CREEK BOTTOM ROAD FOR 1.35
 JX2127'MILES TO FORK, TAKE LEFT FORK AND
 JX2127'GO WESTERLY FOR 0.4 MILE TO SAW-MILL ON LEFT, CONTINUE STRAIGHT AHEAD
 JX2127'ON MAIN TRAVEL ROAD FOR 0.05 MILE
 JX2127'TO FORK AND END OF TRUCK TRAVEL.  FROM HERE GO SOUTHWEST
 JX2127'FOR ABOUT 0.1 MILE TO TOP OF SUMMIT AND STATION.
 JX2127'
 JX2127'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1616 ***********************************************************************
 JW1616  DESIGNATION -  ROCK
 JW1616  PID         -  JW1616
 JW1616  STATE/COUNTY-  WV/MONONGALIA
 JW1616  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1616
 JW1616                         *CURRENT SURVEY CONTROL
 JW1616  ___________________________________________________________________
 JW1616* NAD 83(1995)-  39 41 06.74731(N)    079 58 01.98215(W)     ADJUSTED  
 JW1616* NAVD 88     -       243.5    (meters)     799.     (feet)  VERTCON   
 JW1616  ___________________________________________________________________
 JW1616  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 JW1616  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JW1616
 JW1616  HORZ ORDER  -  FIRST
 JW1616
 JW1616.The horizontal coordinates were established by GPS observations
 JW1616.and adjusted by the National Geodetic Survey in April 1998..
 JW1616
 JW1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1616
 JW1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1616
 JW1616.The geoid height was determined by GEOID03.
 JW1616
 JW1616;                    North         East     Units Scale Factor Converg.
 JW1616;SPC WV N     -   131,682.896   559,922.447   MT  0.99994127   -0 17 52.7
 JW1616;UTM  17      - 4,393,329.020   588,562.402   MT  0.99969656   +0 39 34.4
 JW1616
 JW1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1616!SPC WV N     -   0.99996693  x   0.99994127  =   0.99990820
 JW1616!UTM  17      -   0.99996693  x   0.99969656  =   0.99966350
 JW1616
 JW1616                          SUPERSEDED SURVEY CONTROL
 JW1616
 JW1616  NAD 83(1995)-  39 41 06.75320(N)    079 58 01.98813(W) AD(       ) 1
 JW1616  NGVD 29 (02/08/94)  243.6    (m)          799.     (f) GPS OBS        
 JW1616
 JW1616.Superseded values are not recommended for survey control.
 JW1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1616.See file dsdata.txt to determine how the superseded data were derived.
 JW1616
 JW1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8856293329(NAD 83)
 JW1616_MARKER: DD = SURVEY DISK
 JW1616_SETTING: 80 = SET IN A BOULDER
 JW1616_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 JW1616_STAMPING: ROCK 1989
 JW1616_MARK LOGO: USE   
 JW1616_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1616+STABILITY: SURFACE MOTION
 JW1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1616+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JW1616
 JW1616  HISTORY     - Date     Condition        Report By
 JW1616  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1616
 JW1616                          STATION DESCRIPTION
 JW1616
 JW1616'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1616'LOCATED ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 95.7IN THE
 JW1616'CASS DISTRICT OF MONONGALIA COUNTY, WEST VIRGINIA.
 JW1616'ABOUT ONE MILE UPSTREAM FROM THE VILLAGE OF WEST VANVOORIS AND ABOUT
 JW1616'0.7 MI (1.13 KM) DOWNSTREAM FROM THE MOUTH OF ROBINSON RUN.
 JW1616'THE STATION IS A STANDARD CORPS OF ENGINEERS BRASS DISK SET IN A 6 FT
 JW1616'(1.83 M) (1.8 MT) WIDE BY 12 FT (3.66 M) (3.7 MT) LONG ROCK AT THE
 JW1616'RIVERS EDGE.
 JW1616'THE STATION IS APPROXIMATELY 50 FT (15.24 M) (15.2 MT) SOUTHWEST FROM
 JW1616'THE COLLINS FERRY NAVIGATION LIGHT AND DAYMARK WHICH IS AT RIVER MILE
 JW1616'95.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0757 ***********************************************************************
 JX0757  DESIGNATION -  ROCK LICK
 JX0757  PID         -  JX0757
 JX0757  STATE/COUNTY-  WV/MARSHALL
 JX0757  USGS QUAD   -  CAMERON (1988)
 JX0757
 JX0757                         *CURRENT SURVEY CONTROL
 JX0757  ___________________________________________________________________
 JX0757* NAD 83(1995)-  39 52 00.16563(N)    080 31 46.84932(W)     ADJUSTED  
 JX0757* NAVD 88     -       484.476  (meters)    1589.48   (feet)  ADJUSTED  
 JX0757  ___________________________________________________________________
 JX0757  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 JX0757  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JX0757  DYNAMIC HT  -         484.199 (meters)    1588.58  (feet)  COMP
 JX0757  MODELED GRAV-     980,037.2   (mgal)                       NAVD 88
 JX0757
 JX0757  HORZ ORDER  -  SECOND
 JX0757  VERT ORDER  -  SECOND    CLASS 0
 JX0757
 JX0757.The horizontal coordinates were established by classical geodetic methods
 JX0757.and adjusted by the National Geodetic Survey in April 1998..
 JX0757
 JX0757.The orthometric height was determined by differential leveling
 JX0757.and adjusted by the National Geodetic Survey in June 1991..
 JX0757
 JX0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX0757
 JX0757.The geoid height was determined by GEOID03.
 JX0757
 JX0757.The dynamic height is computed by dividing the NAVD 88
 JX0757.geopotential number by the normal gravity value computed on the
 JX0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0757.degrees latitude (g = 980.6199 gals.).
 JX0757
 JX0757.The modeled gravity was interpolated from observed gravity values.
 JX0757
 JX0757;                    North         East     Units Scale Factor Converg.
 JX0757;SPC WV N     -   152,234.981   511,907.275   MT  0.99994954   -0 39 24.1
 JX0757;SPC PA S     -    62,966.440   362,208.134   MT  1.00001109   -1 48 12.4
 JX0757;SPC PA S     -   206,582.40  1,188,344.52   sFT  1.00001109   -1 48 12.4
 JX0757;UTM  17      - 4,413,069.627   540,224.372   MT  0.99961992   +0 18 05.3
 JX0757
 JX0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX0757!SPC WV N     -   0.99992924  x   0.99994954  =   0.99987879
 JX0757!SPC PA S     -   0.99992924  x   1.00001109  =   0.99994033
 JX0757!UTM  17      -   0.99992924  x   0.99961992  =   0.99954919
 JX0757
 JX0757:                Primary Azimuth Mark                     Grid Az
 JX0757:SPC WV N     -  ROCK LICK AZ MK                          027 16 06.6
 JX0757:SPC PA S     -  ROCK LICK AZ MK                          028 24 54.9
 JX0757:UTM  17      -  ROCK LICK AZ MK                          026 18 37.2
 JX0757
 JX0757|---------------------------------------------------------------------|
 JX0757| PID    Reference Object                     Distance      Geod. Az  |
 JX0757|                                                           dddmmss.s |
 JX0757| CX5286 ROCK LICK AZ MK                                    0263642.5 |
 JX0757| JX1972 ROCKLICK RESET                        3.695 METERS 04517     |
 JX0757| JX1880 WIND RIDGE CHRISTIAN CH SPIRE       APPROX. 9.8 KM 0573220.4 |
 JX0757| JX1879 WIND RIDGE PRESB CHURCH SPIRE       APPROX. 9.6 KM 0580928.5 |
 JX0757| JX0756 ROCKLICK RM 1                        16.334 METERS 06631     |
 JX0757| JX0758 ROCKLICK RM 2                        17.264 METERS 17516     |
 JX0757| JX1973 CAMERON RADIO STA KNJ 54 MAST       APPROX. 4.9 KM 2785634.3 |
 JX0757|---------------------------------------------------------------------|
 JX0757
 JX0757                          SUPERSEDED SURVEY CONTROL
 JX0757
 JX0757  NAD 83(1986)-  39 52 00.17229(N)    080 31 46.85663(W) AD(       ) 2
 JX0757  NAD 27      -  39 51 59.89340(N)    080 31 47.59210(W) AD(       ) 2
 JX0757  NGVD 29 (??/??/92)  484.619  (m)         1589.95   (f) ADJ UNCH    2 0
 JX0757
 JX0757.Superseded values are not recommended for survey control.
 JX0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0757.See file dsdata.txt to determine how the superseded data were derived.
 JX0757
 JX0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE4022413070(NAD 83)
 JX0757_MARKER: DD = SURVEY DISK
 JX0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0757_STAMPING: ROCKLICK 1900 1957
 JX0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0757+STABILITY: SURFACE MOTION
 JX0757
 JX0757  HISTORY     - Date     Condition        Report By
 JX0757  HISTORY     - 1963     MONUMENTED       CGS
 JX0757  HISTORY     - 1957     GOOD             NGS
 JX0757
 JX0757                          STATION DESCRIPTION
 JX0757
 JX0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX0757'THE STATION IS ON A PROMINENT ROUND TOP BARE HILL, ABOUT 0.5 MILE
 JX0757'SOUTH OF THE VILLAGE OF
 JX0757'ROCK LICK, 3-1/2 MILES NORTHEAST OF CAMERON AND ON THE PROPERTY OF
 JX0757'MRS.  CLARA BANE.  IT IS 191
 JX0757'FEET SOUTH OF AN 18 INCH ELM TREE AND 210 FEET SOUTH OF THE
 JX0757'CENTERLINE OF A GRAVELED ROAD.  THE
 JX0757'MONUMENT IS 10 INCHES UNDERGROUND AND THE DISK IS
 JX0757'STAMPED ROCK LICK 1963.
 JX0757'
 JX0757'TO REACH FROM THE CENTER OF THE SMALL TOWN OF CAMERON, GO NORTHERLY
 JX0757'ON U.S. HIGHWAY 250 AND STATE
 JX0757'HIGHWAY 89 FOR 3.7 MILES TO WHERE STATE HIGHWAY 89 TURNS EAST AND
 JX0757'U.S. HIGHWAY 250 CONTINUES
 JX0757'STRAIGHT AHEAD.  TURN RIGHT AND GO EASTERLY ON HIGHWAY 89
 JX0757'FOR 1.65 MILES TO A SIDE ROAD RIGHT AT THE
 JX0757'WEST EDGE OF THE VILLAGE OF ROCK LICK.
 JX0757'TURN RIGHT AND GO SOUTHERLY ON A PAVED ROAD FOR 0.35 MILE TO
 JX0757'A FORK.  TAKE THE LEFT FORK AND
 JX0757'GO NORTHEAST ON A GRAVELED ROAD FOR 0.3 MILE TO A GATE ON THE RIGHT
 JX0757'LEADING INTO A FIELD.  TURN RIGHT
 JX0757'PASSING THROUGH THE GATE AND GO SOUTHWEST ABOUT 100 YARDS TO
 JX0757'THE HIGHEST POINT OF THE ROUND TOP HILL AND
 JX0757'THE STATION.
 JX0757'
 JX0757'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHEAST ON STATE
 JX0757'HIGHWAY 89 FOR 0.15 MILE TO
 JX0757'THE AZIMUTH ON THE LEFT.
 JX0757'
 JX0757'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET
 JX0757'IN THE TOP OF A 7 X 7 INCH
 JX0757'CONCRETE POST.  IT IS 150 FEET SOUTH OF THE 18 INCH ELM TREE AND 171
 JX0757'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD.  THE
 JX0757'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED NO 1 1957.
 JX0757'
 JX0757'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET
 JX0757'IN THE TOP OF A 7 X 7 INCH
 JX0757'CONCTETE POST.  IT IS 238 FEET SOUTH OF THE 18 INCH ELM TREE AND 259
 JX0757'FEET SOUTH OF THE CENTERLINE OF THE
 JX0757'GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS
 JX0757'STAMPED NO 2 1957.
 JX0757'
 JX0757'THE AZIMUTH MARK IS 1 FOOT SOUTHEAST OF A WITNESS POST, 34 FEET EAST
 JX0757'OF A POWER POLE, 42 FEET
 JX0757'NORTHWEST OF THE CENTERLINE OF HIGHWAY 89 AND 84 FEET NORTHWEST OF
 JX0757'THE SOUTHWEST CORNER OF A FRAME
 JX0757'HOUSE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 JX0757'STAMPED ROCK LICK 1963.
 JX0757'
 JX0757'ROCKLICK (USGS) IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK SET IN
 JX0757'THE TOP OF A 6 X 6 INCH
 JX0757'CONCRETE POST.  IT IS 167 FEET SOUTH OF THE CENTERLINE OF THE
 JX0757'GRAVELED ROAD AND 147 FEET SOUTH OF
 JX0757'AN 18 INCH ELM TREE.  THE MONUMENT PROJECTS 15 INCHES AND THE DISK
 JX0757'IS STAMPED ROCKLICK 1900 1957.
 JX0757'
 JX0757'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JX0757
 JX0757                          STATION RECOVERY (1957)
 JX0757
 JX0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 JX0757'0.8 MI S FROM ROCKLICK.
 JX0757'ABOUT 0.35 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE JUCNTION
 JX0757'OF STATE HIGHWAY 89 AT ROCKLICK, THENCE ABOUT 0.35 MILE SOUTHEAST
 JX0757'ALONG A GRAVEL ROAD, THENCE THRU A GATE AND ABOUT 0.1 MILE WEST
 JX0757'TO THE TOP OF A BARE HILL, ABOUT 0.3 MILE SOUTHEAST OF ROCKLICK
 JX0757'CHURCH AND CEMETERY, ABOUT 0.05 MILE SOUTHWEST OF ROAD, NEAR THE
 JX0757'HIGHEST POINT OF BARE HILL, 65 FEET NORTH OF RM NO. 2, 42 1/2 FEET
 JX0757'WEST OF RM NO. 1 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX0757'14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1310 ***********************************************************************
 JW1310  DESIGNATION -  ROCK USGS 1975
 JW1310  PID         -  JW1310
 JW1310  STATE/COUNTY-  WV/PRESTON
 JW1310  USGS QUAD   -  KINGWOOD (1976)
 JW1310
 JW1310                         *CURRENT SURVEY CONTROL
 JW1310  ___________________________________________________________________
 JW1310* NAD 83(1995)-  39 28 50.20838(N)    079 44 51.48539(W)     ADJUSTED  
 JW1310* NAVD 88     -       740.     (meters)    2428.     (feet)  VERTCON   
 JW1310  ___________________________________________________________________
 JW1310  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 JW1310  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JW1310
 JW1310  HORZ ORDER  -  SECOND
 JW1310
 JW1310.The horizontal coordinates were established by classical geodetic methods
 JW1310.and adjusted by the National Geodetic Survey in April 1998..
 JW1310.No horizontal observational check was made to the station.
 JW1310
 JW1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1310
 JW1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1310
 JW1310.The geoid height was determined by GEOID03.
 JW1310
 JW1310;                    North         East     Units Scale Factor Converg.
 JW1310;SPC WV N     -   108,893.972   578,695.387   MT  0.99994394   -0 09 28.6
 JW1310;UTM  17      - 4,370,861.492   607,708.692   MT  0.99974283   +0 47 46.9
 JW1310
 JW1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1310!SPC WV N     -   0.99988891  x   0.99994394  =   0.99983286
 JW1310!UTM  17      -   0.99988891  x   0.99974283  =   0.99963177
 JW1310
 JW1310                          SUPERSEDED SURVEY CONTROL
 JW1310
 JW1310  NAD 83(1995)-  39 28 50.21185(N)    079 44 51.49286(W) AD(       ) 2
 JW1310  NAD 83(1986)-  39 28 50.21383(N)    079 44 51.49386(W) AD(       ) 2
 JW1310  NAD 27      -  39 28 49.90246(N)    079 44 52.28887(W) AD(       ) 2
 JW1310  NGVD 29 (07/19/86)  740.     (m)         2428.     (f) VERT ANG       
 JW1310
 JW1310.Superseded values are not recommended for survey control.
 JW1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1310.See file dsdata.txt to determine how the superseded data were derived.
 JW1310
 JW1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD0770970861(NAD 83)
 JW1310_MARKER: DD = SURVEY DISK
 JW1310_SETTING: 80 = SET IN A BOULDER
 JW1310_SP_SET: PARTIALLY EXPOSED BOULDER
 JW1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1310+STABILITY: SURFACE MOTION
 JW1310
 JW1310  HISTORY     - Date     Condition        Report By
 JW1310  HISTORY     - 1975     MONUMENTED       USGS
 JW1310
 JW1310                          STATION DESCRIPTION
 JW1310
 JW1310'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (LBG)
 JW1310'THE STATION IS ABOUT 6 MILES NORTH OF TUNNELTON, 3-1/2 MILES
 JW1310'SOUTHEAST OF REEDSVILLE, 3 MILES WEST OF KINGWOOD AND ON
 JW1310'PROPERTY OWNED BY EDWARD BARLOWS.
 JW1310'
 JW1310'TO REACH THE STATION FROM THE COURTHOUSE IN OAKLAND, GO WESTERLY
 JW1310'ON STATE HIGHWAY 7 FOR 3.2 MILES TO A PAVED ROAD ON THE LEFT.
 JW1310'TURN LEFT AND GO SOUTHWESTERLY ON THE PAVED ROAD FOR 0.25 MILE
 JW1310'TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTHWEST, UPHILL, FOR
 JW1310'0.5 MILE TO A TRACK ROAD ON THE RIGHT IN THE SADDLE OF THE RIDGE.
 JW1310'TURN SHARP RIGHT AND GO NORTHWEST ON THE TRACK ROAD, ALONG THE
 JW1310'NORTH SIDE OF A MEADOW, FOR 0.2 MILE TO A WOODS ROAD ON THE
 JW1310'RIGHT.  BEAR RIGHT AND GO NORTH ON THE WOODS ROAD FOR 0.1 MILE TO
 JW1310'THE STATION NEAR SEVERAL LARGE BOULDERS.
 JW1310'
 JW1310'ROCK USGS IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 JW1310'STAMPED---ROCK 1902 2427 FT 1956---, CEMENTED IN A DRILL HOLE NEAR
 JW1310'THE NORTH EDGE OF A 25 BY 20 BY 20 FOOT BOULDER.  IT IS ABOUT
 JW1310'20 FEET HIGHER THAN THE STATION.
 JW1310'
 JW1310'ROCK USGS WAS MEASURED FROM THE TOP OF A 64 FOOT TOWER AND THE
 JW1310'DISTANCE COMPUTED FROM THE SLOPE MEASUREMENT.
 JW1310'ROCK USGS TO REFERENCE MARK 1 WAS NOT MEASURED DUE TO DIFFICULT
 JW1310'TERRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1972 ***********************************************************************
 JX1972  DESIGNATION -  ROCKLICK RESET
 JX1972  PID         -  JX1972
 JX1972  STATE/COUNTY-  WV/MARSHALL
 JX1972  USGS QUAD   -  CAMERON (1988)
 JX1972
 JX1972                         *CURRENT SURVEY CONTROL
 JX1972  ___________________________________________________________________
 JX1972* NAD 83(1995)-  39 52 00.24991(N)    080 31 46.73883(W)     ADJUSTED  
 JX1972* NAVD 88     -       484.48   (+/-2cm)    1589.5    (feet)  VERTCON   
 JX1972  ___________________________________________________________________
 JX1972  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 JX1972  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JX1972
 JX1972  HORZ ORDER  -  SECOND
 JX1972  VERT ORDER  -  THIRD ? (See Below)
 JX1972
 JX1972.The horizontal coordinates were established by classical geodetic methods
 JX1972.and adjusted by the National Geodetic Survey in April 1998..
 JX1972
 JX1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1972.The vertical order pertains to the NGVD 29 superseded value.
 JX1972
 JX1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1972
 JX1972.The geoid height was determined by GEOID03.
 JX1972
 JX1972;                    North         East     Units Scale Factor Converg.
 JX1972;SPC WV N     -   152,237.550   511,909.930   MT  0.99994955   -0 39 24.1
 JX1972;SPC PA S     -    62,968.955   362,210.841   MT  1.00001108   -1 48 12.3
 JX1972;SPC PA S     -   206,590.65  1,188,353.40   sFT  1.00001108   -1 48 12.3
 JX1972;UTM  17      - 4,413,072.239   540,226.983   MT  0.99961992   +0 18 05.4
 JX1972
 JX1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1972!SPC WV N     -   0.99992924  x   0.99994955  =   0.99987880
 JX1972!SPC PA S     -   0.99992924  x   1.00001108  =   0.99994032
 JX1972!UTM  17      -   0.99992924  x   0.99961992  =   0.99954919
 JX1972
 JX1972:                Primary Azimuth Mark                     Grid Az
 JX1972:SPC WV N     -  BRISTORIA RESET                          076 52 54.4
 JX1972:SPC PA S     -  BRISTORIA RESET                          078 01 42.6
 JX1972:UTM  17      -  BRISTORIA RESET                          075 55 24.9
 JX1972
 JX1972|---------------------------------------------------------------------|
 JX1972| PID    Reference Object                     Distance      Geod. Az  |
 JX1972|                                                           dddmmss.s |
 JX1972| JX1883 BRISTORIA RESET                     APPROX.12.0 KM 0761330.3 |
 JX1972|---------------------------------------------------------------------|
 JX1972
 JX1972                          SUPERSEDED SURVEY CONTROL
 JX1972
 JX1972  NAD 83(1986)-  39 52 00.25657(N)    080 31 46.74614(W) AD(       ) 2
 JX1972  NAD 27      -  39 51 59.97770(N)    080 31 47.48160(W) AD(       ) 2
 JX1972  NGVD 29 (07/19/86)  484.62   (m)         1590.0    (f) LEVELING    3  
 JX1972
 JX1972.Superseded values are not recommended for survey control.
 JX1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1972.See file dsdata.txt to determine how the superseded data were derived.
 JX1972
 JX1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE4022713072(NAD 83)
 JX1972_MARKER: DD = SURVEY DISK
 JX1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1972
 JX1972  HISTORY     - Date     Condition        Report By
 JX1972  HISTORY     - 1963     MONUMENTED       USGS
 JX1972
 JX1972                          STATION DESCRIPTION
 JX1972
 JX1972'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX1972'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTH OF THE VILLAGE OF
 JX1972'ROCK LICK, ABOUT 3
 JX1972'1/2 MILES NORTHEAST OF CAMERON AND ON THE PROPERTY OF MRS. CLARA
 JX1972'BANE.  IT IS A U.S. GEOLOGICAL SURVEY
 JX1972'STATION MARK DISK SET IN THE TOP OF A 6 X 6 INCH GRANTTE
 JX1972'POST.  IT IS 185 FEET SOUTH OF AN 18 INCH ELM
 JX1972'TREE AND 205 FEET SOUTH OF THE CENTERLINE OF
 JX1972'A GRAVELED ROAD.  THE MONUMENT PROJECTS 15 INCHES AND THE DISK
 JX1972'IS STAMPED ROCKLICK 1900 1957.
 JX1972'
 JX1972'TO REACH FROM THE CENTER OF THE SMALL TOWN OF CAMERON, GO NORTHERLY
 JX1972'ON U.S. HIGHWAY 250 AND STATE
 JX1972'HIGHWAY 89 FOR 3.7 MILES TO WHERE STATE HIGHWAY 89 TURNS EAST AND
 JX1972'HIGHWAY 250 CONTINUES NORTHERLY.
 JX1972'TURN RIGHT AND GO EASTERLY ON HIGHWAY 89 FOR 1.65 MILES TO A
 JX1972'SIDE ROAD RIGHT AT THE WEST EDGE OF THE
 JX1972'VILLAGE OF ROCK LICK.  TURN RIGHT AND GO SOUTHERLY
 JX1972'ON A PAVED ROAD FOR 0.35 MILE TO A FORK.  TAKE LEFT FORK
 JX1972'AND GO EAST-NORTHEAST ON A
 JX1972'GRAVELED ROAD FOR 0.3 MILE TO A GATE ON THE RIGHT LEADING INTO A
 JX1972'FIELD.  TURN RIGHT PASSING
 JX1972'THROUGH THE GATE AND GO SOUTHWEST UP A STEEP HILL FOR ABOUT 100 YARDS
 JX1972'TO THE HIGHEST POINT OF THE HILL
 JX1972'AND THE STATION.
 JX1972'
 JX1972'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ROCK LICK
 JX1972'THE DISTANCE BEING 12.123 AND
 JX1972'3.6952 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0756 ***********************************************************************
 JX0756  DESIGNATION -  ROCKLICK RM 1
 JX0756  PID         -  JX0756
 JX0756  STATE/COUNTY-  WV/MARSHALL
 JX0756  USGS QUAD   -  CAMERON (1988)
 JX0756
 JX0756                         *CURRENT SURVEY CONTROL
 JX0756  ___________________________________________________________________
 JX0756* NAD 83(1986)-  39 52 00.     (N)    080 31 46.     (W)     SCALED    
 JX0756* NAVD 88     -       483.435  (meters)    1586.07   (feet)  ADJUSTED  
 JX0756  ___________________________________________________________________
 JX0756  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JX0756  DYNAMIC HT  -         483.158 (meters)    1585.16  (feet)  COMP
 JX0756  MODELED GRAV-     980,037.2   (mgal)                       NAVD 88
 JX0756
 JX0756  VERT ORDER  -  SECOND    CLASS 0
 JX0756
 JX0756.The horizontal coordinates were scaled from a topographic map and have
 JX0756.an estimated accuracy of +/- 6 seconds.
 JX0756
 JX0756.The orthometric height was determined by differential leveling
 JX0756.and adjusted by the National Geodetic Survey in June 1991..
 JX0756
 JX0756.The geoid height was determined by GEOID03.
 JX0756
 JX0756.The dynamic height is computed by dividing the NAVD 88
 JX0756.geopotential number by the normal gravity value computed on the
 JX0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0756.degrees latitude (g = 980.6199 gals.).
 JX0756
 JX0756.The modeled gravity was interpolated from observed gravity values.
 JX0756
 JX0756;                    North         East    Units  Estimated Accuracy
 JX0756;SPC WV N     -   152,230.      511,930.      MT  (+/- 180 meters Scaled)
 JX0756
 JX0756                          SUPERSEDED SURVEY CONTROL
 JX0756
 JX0756  NGVD 29 (??/??/92)  483.577  (m)         1586.54   (f) ADJ UNCH    2 0
 JX0756
 JX0756.Superseded values are not recommended for survey control.
 JX0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0756.See file dsdata.txt to determine how the superseded data were derived.
 JX0756
 JX0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE402130(NAD 83)
 JX0756_MARKER: DD = SURVEY DISK
 JX0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0756_STAMPING: NO 1 1957
 JX0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0756+STABILITY: SURFACE MOTION
 JX0756
 JX0756  HISTORY     - Date     Condition        Report By
 JX0756  HISTORY     - 1957     MONUMENTED       USGS
 JX0756
 JX0756                          STATION DESCRIPTION
 JX0756
 JX0756'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JX0756'0.8 MI S FROM ROCKLICK.
 JX0756'ABOUT 0.35 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION
 JX0756'OF STATE HIGHWAY 89 AT ROCKLICK, THENCE ABOUT 0.35 MILE SOUTHEAST
 JX0756'ALONG A GRAVEL ROAD, THENCE 0.1 MILE WEST TO THE TOP OF A BARE
 JX0756'HILL, 42 1/2 FEET EAST OF STATION MARK, 89 1/2 FEET NORTHEAST OF
 JX0756'RM NO. 2, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0758 ***********************************************************************
 JX0758  DESIGNATION -  ROCKLICK RM 2
 JX0758  PID         -  JX0758
 JX0758  STATE/COUNTY-  WV/MARSHALL
 JX0758  USGS QUAD   -  CAMERON (1988)
 JX0758
 JX0758                         *CURRENT SURVEY CONTROL
 JX0758  ___________________________________________________________________
 JX0758* NAD 83(1986)-  39 52 00.     (N)    080 31 46.     (W)     SCALED    
 JX0758* NAVD 88     -       483.538  (meters)    1586.41   (feet)  ADJUSTED  
 JX0758  ___________________________________________________________________
 JX0758  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JX0758  DYNAMIC HT  -         483.261 (meters)    1585.50  (feet)  COMP
 JX0758  MODELED GRAV-     980,037.2   (mgal)                       NAVD 88
 JX0758
 JX0758  VERT ORDER  -  SECOND    CLASS 0
 JX0758
 JX0758.The horizontal coordinates were scaled from a topographic map and have
 JX0758.an estimated accuracy of +/- 6 seconds.
 JX0758
 JX0758.The orthometric height was determined by differential leveling
 JX0758.and adjusted by the National Geodetic Survey in June 1991..
 JX0758
 JX0758.The geoid height was determined by GEOID03.
 JX0758
 JX0758.The dynamic height is computed by dividing the NAVD 88
 JX0758.geopotential number by the normal gravity value computed on the
 JX0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0758.degrees latitude (g = 980.6199 gals.).
 JX0758
 JX0758.The modeled gravity was interpolated from observed gravity values.
 JX0758
 JX0758;                    North         East    Units  Estimated Accuracy
 JX0758;SPC WV N     -   152,230.      511,930.      MT  (+/- 180 meters Scaled)
 JX0758
 JX0758                          SUPERSEDED SURVEY CONTROL
 JX0758
 JX0758  NGVD 29 (??/??/92)  483.681  (m)         1586.88   (f) ADJ UNCH    2 0
 JX0758
 JX0758.Superseded values are not recommended for survey control.
 JX0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0758.See file dsdata.txt to determine how the superseded data were derived.
 JX0758
 JX0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE402130(NAD 83)
 JX0758_MARKER: DD = SURVEY DISK
 JX0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0758_STAMPING: NO 2 1957
 JX0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0758+STABILITY: SURFACE MOTION
 JX0758
 JX0758  HISTORY     - Date     Condition        Report By
 JX0758  HISTORY     - 1957     MONUMENTED       USGS
 JX0758  HISTORY     - 1957     GOOD             NGS
 JX0758
 JX0758                          STATION DESCRIPTION
 JX0758
 JX0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0758'0.8 MI S FROM ROCKLICK.
 JX0758'ABOUT 0.35 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION
 JX0758'OF STATE HIGHWAY 89 AT ROCKLICK, THENCE ABOUT 0.35 MILE SOUTHEAST
 JX0758'ALONG A GRAVEL ROAD, THENCE 0.1 MILE WEST TO THE TOP OF A BARE
 JX0758'HILL, 65 FEET SOUTH OF STATION MARK, 89 1/2 FEET SOUTHWEST OF RM
 JX0758'NO. 1, AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 JX0758'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3117 ***********************************************************************
 HX3117  DESIGNATION -  ROGERS
 HX3117  PID         -  HX3117
 HX3117  STATE/COUNTY-  WV/KANAWHA
 HX3117  USGS QUAD   -  SAINT ALBANS (1976)
 HX3117
 HX3117                         *CURRENT SURVEY CONTROL
 HX3117  ___________________________________________________________________
 HX3117* NAD 83(1995)-  38 22 52.60257(N)    081 50 36.37887(W)     ADJUSTED  
 HX3117* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 HX3117  ___________________________________________________________________
 HX3117  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 HX3117  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HX3117
 HX3117  HORZ ORDER  -  FIRST
 HX3117
 HX3117.The horizontal coordinates were established by classical geodetic methods
 HX3117.and adjusted by the National Geodetic Survey in April 1998..
 HX3117
 HX3117.The orthometric height was scaled from a topographic map.
 HX3117
 HX3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3117
 HX3117.The geoid height was determined by GEOID03.
 HX3117
 HX3117;                    North         East     Units Scale Factor Converg.
 HX3117;SPC WV S     -   153,642.230   526,309.970   MT  0.99993156   -0 31 17.1
 HX3117;UTM  17      - 4,248,456.711   426,332.772   MT  0.99966683   -0 31 25.3
 HX3117
 HX3117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3117!SPC WV S     -   0.99996084  x   0.99993156  =   0.99989241
 HX3117!UTM  17      -   0.99996084  x   0.99966683  =   0.99962769
 HX3117
 HX3117|---------------------------------------------------------------------|
 HX3117| PID    Reference Object                     Distance      Geod. Az  |
 HX3117|                                                           dddmmss.s |
 HX3117| DC4236 ROGERS RM 5                           6.785 METERS 14239     |
 HX3117| DC4235 ROGERS RM 4                           7.190 METERS 25034     |
 HX3117| DC4234 ROGERS AZ MK                                       3224526.6 |
 HX3117| HX3110 NITRO VISCOSE CO WATER TANK         APPROX. 5.6 KM 3593507.1 |
 HX3117|---------------------------------------------------------------------|
 HX3117
 HX3117                          SUPERSEDED SURVEY CONTROL
 HX3117
 HX3117  NAD 83(1995)-  38 22 52.60818(N)    081 50 36.38405(W) AD(       ) 1
 HX3117  NAD 83(1986)-  38 22 52.61034(N)    081 50 36.38506(W) AD(       ) 1
 HX3117  NAD 27      -  38 22 52.27700(N)    081 50 36.91700(W) AD(       ) 1
 HX3117
 HX3117.Superseded values are not recommended for survey control.
 HX3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3117.See file dsdata.txt to determine how the superseded data were derived.
 HX3117
 HX3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2633348457(NAD 83)
 HX3117_MARKER: N = NAIL
 HX3117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3117
 HX3117  HISTORY     - Date     Condition        Report By
 HX3117  HISTORY     - 1893     MONUMENTED       CGS
 HX3117  HISTORY     - 1939     GOOD             CGS
 HX3117  HISTORY     - 1944     SEE DESCRIPTION  CGS
 HX3117
 HX3117                          STATION DESCRIPTION
 HX3117
 HX3117'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (WBF)
 HX3117'ON A SHARP ROCKY
 HX3117'PEAK WITH A SMALL
 HX3117'TOP, ON LAND BELONGING TO L.R. ROGERS, ON THE W
 HX3117'SIDE OF THE COAL RIVER ABOUT 1/2
 HX3117'MILE FROM ST. ALBANS.
 HX3117'
 HX3117'STATION IS MARKED BY A NAIL SET IN CONCRETE AT THE CENTER OF
 HX3117'THE TOP OF A TILE
 HX3117'6 INCHES IN DIAMETER.  THE TILE IS FILLED WITH
 HX3117'CONCRETE.  THE UNDERGROUND MARK IS A
 HX3117'CROSS IN THE TOP OF COPPER
 HX3117'BOLT SET IN BEDROCK 15 INCHES BELOW THE SURFACE OF THE GROUND.
 HX3117'
 HX3117'IN EACH OF THE DIRECTIONS N, E, AND S THERE IS A DRILL HOLE
 HX3117'IN BEDROCK AND W
 HX3117'OF THE STATION THERE IS A 4-INCH TILE FILLED
 HX3117'WITH CONCRETE.  THEY ARE AT THE
 HX3117'FOLLOWING DISTANCES FROM THE
 HX3117'STATION, 3.96 METERS N, 3.41 METERS E, 1.70 METERS
 HX3117'S, AND 2.02 METERS W,RESPECTIVELY.
 HX3117
 HX3117                          STATION RECOVERY (1939)
 HX3117
 HX3117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (AAA)
 HX3117'STATION AND REFERENCE MARKS FOUND AS DESCRIBED
 HX3117'IN GOOD CONDITION.
 HX3117
 HX3117                          STATION RECOVERY (1944)
 HX3117
 HX3117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3117'STATION MARK WAS RECOVERED AS DESCRIBED.  THE
 HX3117'OLD TILE HAS BEEN
 HX3117'REPLACED WITH A STATE SURVEY DISK SET IN A 12-
 HX3117'BY 12-INCH CONCRETE BLOCK AND
 HX3117'PROJECTS ABOUT 10 INCHES ABOVE THE
 HX3117'GROUND.  THE OLD REFERENCE MARKS COULD NOT BE
 HX3117'FOUND AND TWO NEW
 HX3117'REFERENCE MARKS AND AN AZIMUTH MARK WERE SET.
 HX3117'
 HX3117'STATION IS LOCATED ON A SHARP ROCKY BARE PEAK ABOUT 1/2
 HX3117'MILE S OF SAINT
 HX3117'ALBANS, ON LAND OWNED BY THE HEIRS OF J.B. HOLSTAINE.
 HX3117'THE DISK IS A STANDARD STATE
 HX3117'SURVEY DISK AND IS NOT STAMPED.
 HX3117'
 HX3117'REFERENCE MARK 4 IS SET IN A 4-INCH PIPE FILLED WITH CONCRETE.
 HX3117'DISK IS STAMPED RODGERS 1944.
 HX3117'
 HX3117'REFERENCE MARK 5 IS SET IN A 4-INCH PIPE FILLED WITH CONCRETE.
 HX3117'DISK IS STAMPED RODGERS NO 5 1944
 HX3117'
 HX3117'AZIMUTH MARK IS ON THE W SIDE OF THE LAWN OF THE PRESBYTERIAN
 HX3117'CHURCH.  IT IS 35
 HX3117'FEET SE OF THE INTERSECTION OF TWO ROAD, 32
 HX3117'FEET SW OF THE NW CORNER OF THE
 HX3117'CHURCH, AND 59 FEET SW OF POWER-
 HX3117'TRANSMISSION LINE POLE NO. 1360264 IN FRONT OF THE
 HX3117'CHURCH.  THE
 HX3117'DISK IS SET IN A 4-INCH PIPE FILLED WITH CONCRETE AND STAMPED
 HX3117'ROGERS 1944.
 HX3117'
 HX3117'TO REACH THE STATION FROM THE TRAFFIC LIGHT AND THE WESTERN
 HX3117'UNION TELEGRAPH
 HX3117'OFFICE IN SAINT ALBANS, GO W ON U.S. HIGHWAY 60
 HX3117'FOR 0.35 MILE TO A T-ROAD LEFT.*
 HX3117'TURN LEFT UP HILL AND GO 0.2
 HX3117'MILE TO THE TOP OF THE GRADE AND T-ROAD LEFT, TURN
 HX3117'LEFT UPGRADE
 HX3117'AND FOLLOW TRACK ROAD 0.1 MILE TO A WHITE HOUSE AND END OF TRUCK
 HX3117'TRAVEL.  FROM
 HX3117'WHITE HOUSE STATION IS ABOUT 0.4 MILE S ON THE
 HX3117'HIGHEST POINT OF A BARE HILL.
 HX3117'
 HX3117'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE ON HIGHWAY
 HX3117'60 FOR 0.2 MILE TO
 HX3117'A LEFT FORK AT PURE OIL SERVICE STATION,
 HX3117'TAKE LEFT FORK AND GO 0.2 MILE TO THE
 HX3117'PRESBYTERIAN CHURCH ON THE
 HX3117'LEFT AND AZIMUTH MARK ON THE W SIDE OF THE LAWN.
 HX3117'
 HX3117'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0347 ***********************************************************************
 JW0347  DESIGNATION -  ROMNEY
 JW0347  PID         -  JW0347
 JW0347  STATE/COUNTY-  WV/HAMPSHIRE
 JW0347  USGS QUAD   -  ROMNEY (1979)
 JW0347
 JW0347                         *CURRENT SURVEY CONTROL
 JW0347  ___________________________________________________________________
 JW0347* NAD 83(1986)-  39 20 31.     (N)    078 45 23.     (W)     SCALED    
 JW0347* NAVD 88     -       253.645  (meters)     832.17   (feet)  ADJUSTED  
 JW0347  ___________________________________________________________________
 JW0347  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JW0347  DYNAMIC HT  -         253.490 (meters)     831.66  (feet)  COMP
 JW0347  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 JW0347
 JW0347  VERT ORDER  -  SECOND    CLASS 0
 JW0347
 JW0347.The horizontal coordinates were scaled from a topographic map and have
 JW0347.an estimated accuracy of +/- 6 seconds.
 JW0347
 JW0347.The orthometric height was determined by differential leveling
 JW0347.and adjusted by the National Geodetic Survey in June 1991..
 JW0347
 JW0347.The geoid height was determined by GEOID03.
 JW0347
 JW0347.The dynamic height is computed by dividing the NAVD 88
 JW0347.geopotential number by the normal gravity value computed on the
 JW0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0347.degrees latitude (g = 980.6199 gals.).
 JW0347
 JW0347.The modeled gravity was interpolated from observed gravity values.
 JW0347
 JW0347;                    North         East    Units  Estimated Accuracy
 JW0347;SPC WV N     -    93,740.      664,100.      MT  (+/- 180 meters Scaled)
 JW0347
 JW0347                          SUPERSEDED SURVEY CONTROL
 JW0347
 JW0347  NGVD 29 (??/??/92)  253.815  (m)          832.72   (f) ADJ UNCH    2 0
 JW0347
 JW0347.Superseded values are not recommended for survey control.
 JW0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0347.See file dsdata.txt to determine how the superseded data were derived.
 JW0347
 JW0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD933571(NAD 83)
 JW0347_MARKER: DB = BENCH MARK DISK
 JW0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0347_SP_SET: BUILDING
 JW0347_STAMPING: ROMNEY 1933
 JW0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0347
 JW0347  HISTORY     - Date     Condition        Report By
 JW0347  HISTORY     - 1933     MONUMENTED       CGS
 JW0347  HISTORY     - 1934     GOOD             NGS
 JW0347
 JW0347                          STATION DESCRIPTION
 JW0347
 JW0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0347'AT ROMNEY.
 JW0347'AT ROMNEY, HAMPSHIRE COUNTY, ON U.S. HIGHWAY 50, ON THE CORNER
 JW0347'OF MAIN AND HIGHT STREETS, AT THE COUNTY COURTHOUSE, AT THE FOOT
 JW0347'OF THE MOST EASTERLY PILLAR OF THE MAIN ENTRANCE, ABOUT 19 YARDS
 JW0347'NORTHEAST OF THE CENTER LINE OF MAIN STREET, AND 6 INCHES ABOVE
 JW0347'THE TOP STEP.  A STANDARD DISK, STAMPED ROMNEY 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2932 ***********************************************************************
 HX2932  DESIGNATION -  ROSE
 HX2932  PID         -  HX2932
 HX2932  STATE/COUNTY-  WV/BRAXTON
 HX2932  USGS QUAD   -  LITTLE BIRCH (1976)
 HX2932
 HX2932                         *CURRENT SURVEY CONTROL
 HX2932  ___________________________________________________________________
 HX2932* NAD 83(1995)-  38 31 40.00465(N)    080 40 01.26606(W)     ADJUSTED  
 HX2932* NAVD 88     -       665.3    (meters)    2183.     (feet)  VERTCON   
 HX2932  ___________________________________________________________________
 HX2932  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 HX2932  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HX2932
 HX2932  HORZ ORDER  -  SECOND
 HX2932
 HX2932.The horizontal coordinates were established by classical geodetic methods
 HX2932.and adjusted by the National Geodetic Survey in April 1998..
 HX2932
 HX2932.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2932
 HX2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2932
 HX2932.The geoid height was determined by GEOID03.
 HX2932
 HX2932;                    North         East     Units Scale Factor Converg.
 HX2932;SPC WV S     -   169,620.368   629,034.050   MT  0.99994358   +0 12 21.1
 HX2932;UTM  17      - 4,264,428.377   529,024.174   MT  0.99961037   +0 12 26.7
 HX2932
 HX2932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2932!SPC WV S     -   0.99990058  x   0.99994358  =   0.99984416
 HX2932!UTM  17      -   0.99990058  x   0.99961037  =   0.99951099
 HX2932
 HX2932|---------------------------------------------------------------------|
 HX2932| PID    Reference Object                     Distance      Geod. Az  |
 HX2932|                                                           dddmmss.s |
 HX2932| DC4241 ROSE RM 1                            18.972 METERS 14420     |
 HX2932| HX2933 GREEN USGS 1961                       3.630 METERS 17715     |
 HX2932| DB6880 ROSE RM 2                            19.125 METERS 26845     |
 HX2932| DC4240 ROSE AZ MK                                         3512123.7 |
 HX2932|---------------------------------------------------------------------|
 HX2932
 HX2932                          SUPERSEDED SURVEY CONTROL
 HX2932
 HX2932  NAD 83(1986)-  38 31 40.01154(N)    080 40 01.27713(W) AD(       ) 2
 HX2932  NAD 27      -  38 31 39.63710(N)    080 40 01.93340(W) AD(       ) 2
 HX2932  NGVD 29 (07/19/86)  665.5    (m)         2183.     (f) VERT ANG       
 HX2932
 HX2932.Superseded values are not recommended for survey control.
 HX2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2932.See file dsdata.txt to determine how the superseded data were derived.
 HX2932
 HX2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC2902464428(NAD 83)
 HX2932_MARKER: DS = TRIANGULATION STATION DISK
 HX2932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2932
 HX2932  HISTORY     - Date     Condition        Report By
 HX2932  HISTORY     - 1961     MONUMENTED       CGS
 HX2932
 HX2932                          STATION DESCRIPTION
 HX2932
 HX2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2932'STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHEAST OF SUTTON AND ABOUT
 HX2932'4-1/2 MILES
 HX2932'SOUTHEAST OF THE LITTLE BIRCH POST OFFICE.  STATION, A STANDARD
 HX2932'DISK SET IN A 12 X 12 INCH
 HX2932'CONCRETE MONUMENT AND STAMPED ROSE 1961 IS 10
 HX2932'FEET NORTH OF RAIL FENCE, 21 FEET NORTH OF A
 HX2932'HICKORY TREE WITH TRIANGLE
 HX2932'BLAZE AND 8.5 FEET NORTH OF WITNESS POST.  THE MARK PROJECTS 3
 HX2932'INCHES.
 HX2932'
 HX2932'TO REACH FROM THE BRIDGE OVER THE ELK RIVER IN SUTTON, GO SOUTHERLY
 HX2932'ON U.S. HIGHWAY
 HX2932'NO. 19 FOR 7.4 MILES TO LITTLE BIRCH POST OFFICE ON RIGHT.
 HX2932'CONTINUE SOUTHERLY ON U.S. HIGHWAY
 HX2932'NO. 19 FOR 1.8 MILES TO SIDE ROAD LEFT
 HX2932'AT BRAXTON COUNTY SCHOOL GARAGE ON LEFT.  TURN LEFT
 HX2932'AND GO SOUTHEASTERLY
 HX2932'ON GRADED ROAD FOR 3.25 TO SCHOOL BUILDING ON LEFT. CONTINUE UP HILL
 HX2932'FOR 0.4 MILE TO
 HX2932'AZIMUTH MARK ON RIGHT (SOUTHEAST) SIDE OF ROAD.  CONTINUE
 HX2932'EASTERLY ON DIRT ROAD FOR 0.5
 HX2932'MILE TO REVERSED FORK ON RIGHT AND GATE ON
 HX2932'LEFT.  TURN LEFT AND GO 0.1 MILE TO TOP OF HILL
 HX2932'AND STATION AS DESCRIBED.
 HX2932'
 HX2932'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12 X 12 INCH CONCRETE
 HX2932'MONUMENT AND
 HX2932'STAMPED ROSE NO 1 1961 IS 29 FEET SOUTHEAST OF RAIL FENCE
 HX2932'CORNER AND 49-1/2 FEET EAST OF
 HX2932'A HICKORY TREE WITH TRIANGLE BLAZE.  THE MARK
 HX2932'PROJECTS 3 INCHES.
 HX2932'
 HX2932'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12 X 12 INCH CONCRETE
 HX2932'MONUMENT AND
 HX2932'STAMPED ROSE NO 2 1961 IS 64 FEET NORTH OF WITNESS POST, 11-1/2
 HX2932'FEET NORTH OF A 20 INCH HICKORY
 HX2932'TREE AND 2 FEET NORTH OF RAIL FENCE.  THE
 HX2932'MARK PROJECTS 2 INCHES.
 HX2932'
 HX2932'AZIMUTH MARK, A STANDARD DISK SET IN A 12 X 12 INCH CONCRETE MONUMENT
 HX2932'AND STAMPED ROSE
 HX2932'1961 IS 13 FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE
 HX2932'OF ROAD, 8 FEET NORTH OF A TWIN OAK
 HX2932'TREE, 4-1/2 FEET SOUTH OF A RAIL FENCE
 HX2932'AND 2.5 FEET NORTH OF A STEEL WITNESS POST WITH METAL
 HX2932'SIGN.  THE MARK PROJECTS 4 INCHES.
 HX2932'
 HX2932'GREEN (USGS), A 1 INCH HOLE IN THE TOP OF AN 8 X 8 INCH SANDSTONE
 HX2932'MONUMENT IS 1 FOOT
 HX2932'SOUTH OF RAIL FENCE AND 20 FEET NORTHEAST OF A 20 INCH
 HX2932'HICKORY TREE WITH TRIANGLE
 HX2932'BLAZE.  THE MARK PROJECTS 8 INCHES.
 HX2932'
 HX2932'HEIGHT OF LIGHT ABOVE STATION MARK 26.11 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2138 ***********************************************************************
 JX2138  DESIGNATION -  ROSE
 JX2138  PID         -  JX2138
 JX2138  STATE/COUNTY-  WV/WIRT
 JX2138  USGS QUAD   -  ELIZABETH (1975)
 JX2138
 JX2138                         *CURRENT SURVEY CONTROL
 JX2138  ___________________________________________________________________
 JX2138* NAD 83(1995)-  39 05 03.44269(N)    081 26 44.68297(W)     ADJUSTED  
 JX2138* NAVD 88     -       339.     (meters)    1112.     (feet)  SCALED    
 JX2138  ___________________________________________________________________
 JX2138  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 JX2138  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JX2138
 JX2138  HORZ ORDER  -  FIRST
 JX2138
 JX2138.The horizontal coordinates were established by classical geodetic methods
 JX2138.and adjusted by the National Geodetic Survey in April 1998..
 JX2138
 JX2138.The orthometric height was scaled from a topographic map.
 JX2138
 JX2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2138
 JX2138.The geoid height was determined by GEOID03.
 JX2138
 JX2138;                    North         East     Units Scale Factor Converg.
 JX2138;SPC WV N     -    66,689.167   431,662.915   MT  0.99998513   -1 14 27.4
 JX2138;UTM  17      - 4,326,224.909   461,447.892   MT  0.99961830   -0 16 51.7
 JX2138
 JX2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2138!SPC WV N     -   0.99995218  x   0.99998513  =   0.99993731
 JX2138!UTM  17      -   0.99995218  x   0.99961830  =   0.99957049
 JX2138
 JX2138|---------------------------------------------------------------------|
 JX2138| PID    Reference Object                     Distance      Geod. Az  |
 JX2138|                                                           dddmmss.s |
 JX2138| CD2102 ROSE RM 1                            15.250 METERS 05955     |
 JX2138| CD2101 ROSE AZ MK                                         1390843.6 |
 JX2138| JX2139 GRANDVIEW CH OF CHRIST TOWER        APPROX. 0.8 KM 1391539.7 |
 JX2138| JX2137 ROSE HILL ME CHURCH TOWER           219.898 METERS 19554     |
 JX2138| CD2103 ROSE RM 2                            11.928 METERS 22834     |
 JX2138|---------------------------------------------------------------------|
 JX2138
 JX2138                          SUPERSEDED SURVEY CONTROL
 JX2138
 JX2138  NAD 83(1986)-  39 05 03.44754(N)    081 26 44.68910(W) AD(       ) 1
 JX2138  NAD 27      -  39 05 03.16700(N)    081 26 45.25400(W) AD(       ) 1
 JX2138
 JX2138.Superseded values are not recommended for survey control.
 JX2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2138.See file dsdata.txt to determine how the superseded data were derived.
 JX2138
 JX2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6144826225(NAD 83)
 JX2138_MARKER: DS = TRIANGULATION STATION DISK
 JX2138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JX2138_SP_SET: METAL PIPE IN CONCRETE
 JX2138
 JX2138  HISTORY     - Date     Condition        Report By
 JX2138  HISTORY     - 1944     MONUMENTED       CGS
 JX2138  HISTORY     - 1981     GOOD             NGS
 JX2138
 JX2138                          STATION DESCRIPTION
 JX2138
 JX2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2138'STATION IS LOCATED ABOUT
 JX2138'3 MILES W OF
 JX2138'ELIZABETH, ON THE SUMMIT OF A BARE KNOB, ABOUT 1/4
 JX2138'MILE NNE OF ROSE HILL METHODIST
 JX2138'EPISCOPAL CHURCH, AND 185 FEET W
 JX2138'OF A DIRT ROAD.  THE LAND IS OWNED BY CLARENCE B.
 JX2138'SNODGRASS.
 JX2138'THE DISK IS STAMPED ROSE 1944.
 JX2138'
 JX2138'SURFACE STATION MARK AND REFERENCE MARKS ARE BRONZE DISKS SET
 JX2138'IN CONCRETE AT THE
 JX2138'CENTERS OF THE TOPS OF TILES.  UNDERGOUND AND
 JX2138'AZIMUTH MARKS ARE BRONZE DISKS SET IN
 JX2138'CONCRETE.
 JX2138'
 JX2138'REFERENCE MARK 1 IS ABOUT 175 FEET W OF A DIRT ROAD.  IT IS
 JX2138'STAMPED ROSE NO 1
 JX2138'1944.
 JX2138'
 JX2138'REFERENCE MARK 2 IS ABOUT 175 FEET W OF THE DIRT ROAD.  IT IS
 JX2138'STAMPED ROSE NO 2
 JX2138'1944.
 JX2138'
 JX2138'AZIMUTH MARK IS IN FRONT OF THE GRANDVIEW CHURCH OF CHRIST.
 JX2138'IT IS 17 FEET NW
 JX2138'OF THE NE CORNER OF THE CHURCH, 17 FEET NE OF THE
 JX2138'NW CORNER OF THE CHURCH, AND 3 FEET
 JX2138'N OF THE CENTER OF THE FRONT
 JX2138'OF THE CHURCH.  IT IS STAMPED ROSE 1944.
 JX2138'
 JX2138'TO REACH THE STATION FROM THE COURTHOUSE IN ELIZABETH, GO W
 JX2138'ON STATE HIGHWAY
 JX2138'14 FOR 1.95 MILES TO A T-ROAD LEFT IN THE TOE OF
 JX2138'A HORSESHOE CURVE ON THE HIGHWAY,
 JX2138'TURN LEFT AND GO 1.6 MILES TO
 JX2138'THE GRANDVIEW CHURCH OF CHRIST ON THE LEFT AND THE
 JX2138'AZIMUTH MARK
 JX2138'IN FRONT OF THE CHURCH.  CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO
 JX2138'A DIRT-ROAD FORKS
 JX2138'LEFT, TAKE RIGHT FORK, PASSING ROSE HILL METHODIST
 JX2138'EPISCOPAL CHURCH, AND GO 0.2 MILE TO
 JX2138'STATION ON THE LEFT.
 JX2138'
 JX2138'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JX2138
 JX2138                          STATION RECOVERY (1981)
 JX2138
 JX2138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JX2138'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE HILL IS PRESENTLY
 JX2138'COVERED WITH PINE TREES ABOUT 20 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2137 ***********************************************************************
 JX2137  DESIGNATION -  ROSE HILL ME CHURCH TOWER
 JX2137  PID         -  JX2137
 JX2137  STATE/COUNTY-  WV/WIRT
 JX2137  USGS QUAD   -  ELIZABETH (1975)
 JX2137
 JX2137                         *CURRENT SURVEY CONTROL
 JX2137  ___________________________________________________________________
 JX2137* NAD 83(1995)-  39 04 56.58465(N)    081 26 47.18886(W)     ADJUSTED  
 JX2137* NAVD 88     -                                                        
 JX2137  ___________________________________________________________________
 JX2137  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 JX2137  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JX2137
 JX2137  HORZ ORDER  -  THIRD
 JX2137
 JX2137.The horizontal coordinates were established by classical geodetic methods
 JX2137.and adjusted by the National Geodetic Survey in April 1998..
 JX2137
 JX2137
 JX2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2137
 JX2137.The geoid height was determined by GEOID03.
 JX2137
 JX2137;                    North         East     Units Scale Factor Converg.
 JX2137;SPC WV N     -    66,479.036   431,598.121   MT  0.99998545   -1 14 29.0
 JX2137;SPC WV S     -   231,228.267   561,369.556   MT  1.00004849   -0 16 33.6
 JX2137;UTM  17      - 4,326,013.799   461,386.650   MT  0.99961836   -0 16 53.2
 JX2137
 JX2137                          SUPERSEDED SURVEY CONTROL
 JX2137
 JX2137  NAD 83(1986)-  39 04 56.58962(N)    081 26 47.19511(W) AD(       ) 4
 JX2137  NAD 27      -  39 04 56.30900(N)    081 26 47.76100(W) AD(       ) 3
 JX2137
 JX2137.Superseded values are not recommended for survey control.
 JX2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2137.See file dsdata.txt to determine how the superseded data were derived.
 JX2137
 JX2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6138726014(NAD 83)
 JX2137_MARKER: 55 = TOWER
 JX2137
 JX2137  HISTORY     - Date     Condition        Report By
 JX2137  HISTORY     - 1944     FIRST OBSERVED   CGS
 JX2137  HISTORY     - 1981     GOOD             NGS
 JX2137
 JX2137                          STATION DESCRIPTION
 JX2137
 JX2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2137'STATION IS THE BELL TOWER ATOP A WHITE WOODEN
 JX2137'STRUCTURE LOCATED
 JX2137'ABOUT 3 MILES W OF ELIZABETH AND ABOUT 1/4
 JX2137'MILE S OF TRIANGULATION STATION
 JX2137'ROSE.
 JX2137'
 JX2137'THE POINT OBSERVED ON WAS THE APEX OF THE ROOF OF THE BELLTOWER.
 JX2137'
 JX2137'TO REACH THE STATION FROM THE COURTHOUSE IN ELIZABETH, GO W
 JX2137'ON STATE HIGHWAY
 JX2137'14 FOR 1.95 MILES TO A T-ROAD LEFT IN THE TOE
 JX2137'OF THE HORSESHOE OF THE CURVE OF
 JX2137'THE HIGHWAY.  TURN LEFT AND FOLLOW
 JX2137'MAIN ROAD 2 MILES TO A DIRT-ROAD FORKS RIGHT, TURN
 JX2137'RIGHT AND
 JX2137'GO 0.05 MILE TO THE CHURCH ON THE LEFT.
 JX2137
 JX2137                          STATION RECOVERY (1981)
 JX2137
 JX2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JX2137'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3362 ***********************************************************************
 GX3362  DESIGNATION -  ROUND KNOB
 GX3362  PID         -  GX3362
 GX3362  STATE/COUNTY-  WV/RALEIGH
 GX3362  USGS QUAD   -  PRINCE (1989)
 GX3362
 GX3362                         *CURRENT SURVEY CONTROL
 GX3362  ___________________________________________________________________
 GX3362* NAD 83(1995)-  37 45 24.19561(N)    081 03 53.41779(W)     ADJUSTED  
 GX3362* NAVD 88     -       914.     (meters)    2999.     (feet)  SCALED    
 GX3362  ___________________________________________________________________
 GX3362  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 GX3362  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX3362
 GX3362  HORZ ORDER  -  SECOND
 GX3362
 GX3362.The horizontal coordinates were established by classical geodetic methods
 GX3362.and adjusted by the National Geodetic Survey in April 1998..
 GX3362
 GX3362.The orthometric height was scaled from a topographic map.
 GX3362
 GX3362.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3362
 GX3362.The geoid height was determined by GEOID03.
 GX3362
 GX3362;                    North         East     Units Scale Factor Converg.
 GX3362;SPC WV S     -    83,989.097   594,286.600   MT  0.99995337   -0 02 24.3
 GX3362;UTM  17      - 4,178,825.248   494,288.618   MT  0.99960040   -0 02 22.9
 GX3362
 GX3362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3362!SPC WV S     -   0.99986148  x   0.99995337  =   0.99981486
 GX3362!UTM  17      -   0.99986148  x   0.99960040  =   0.99946194
 GX3362
 GX3362:                Primary Azimuth Mark                     Grid Az
 GX3362:SPC WV S     -  ROUND KNOB AZ MK                         062 59 20.0
 GX3362:UTM  17      -  ROUND KNOB AZ MK                         062 59 18.6
 GX3362
 GX3362|---------------------------------------------------------------------|
 GX3362| PID    Reference Object                     Distance      Geod. Az  |
 GX3362|                                                           dddmmss.s |
 GX3362| DB6883 ROUND KNOB AZ MK                                   0625655.7 |
 GX3362| GX3368 HUFF KNOB RAD STA WJLS FM MAST      APPROX.19.1 KM 1931846.4 |
 GX3362| GX3367 HUFF KNOB LOOKOUT TOWER             APPROX.19.0 KM 1933021.2 |
 GX3362| DB6884 ROUND KNOB RM 1                      22.793 METERS 20855     |
 GX3362| DB6885 ROUND KNOB RM 2                      37.613 METERS 20858     |
 GX3362| GX3361 ROUND KNOB LOOKOUT TOWER             19.407 METERS 23633     |
 GX3362| GX3365 BECKLEY ST POLICE MAST              APPROX. 9.6 KM 2832244.3 |
 GX3362| GX3364 BECKLEY RADIO STA WJLS W MAST       APPROX. 8.7 KM 2852607.8 |
 GX3362| GX3363 BECKLEY RADIO STA WJLS E MAST       APPROX. 8.4 KM 2872631.5 |
 GX3362|---------------------------------------------------------------------|
 GX3362
 GX3362                          SUPERSEDED SURVEY CONTROL
 GX3362
 GX3362  NAD 83(1986)-  37 45 24.20272(N)    081 03 53.42448(W) AD(       ) 2
 GX3362  NAD 27      -  37 45 23.78400(N)    081 03 54.07900(W) AD(       ) 2
 GX3362
 GX3362.Superseded values are not recommended for survey control.
 GX3362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3362.See file dsdata.txt to determine how the superseded data were derived.
 GX3362
 GX3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB9428978825(NAD 83)
 GX3362_MARKER: DS = TRIANGULATION STATION DISK
 GX3362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3362
 GX3362  HISTORY     - Date     Condition        Report By
 GX3362  HISTORY     - 1952     MONUMENTED       CGS
 GX3362  HISTORY     - 1961     GOOD             CGS
 GX3362  HISTORY     - 1965     GOOD             CGS
 GX3362
 GX3362                          STATION DESCRIPTION
 GX3362
 GX3362'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3362'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF HINTON, 6.5 MILES
 GX3362'EAST OF BECKLEY, 1 MILE SOUTHEAST OF THE CROW POST OFFICE AND
 GX3362'ABOUT 60 FEET EAST OF THE LOOKOUT TOWER ON THE SUMMIT OF ROUND KNOB.
 GX3362'IT IS ON THE PROPERTY LEASED BY THE FOREST SERVICE. THE MARK IS
 GX3362'25.5 FEET SOUTHWEST OF AN OUT HOUSE, 22 FEET WEST OF A FENCE CORNER,
 GX3362'14.5 FEET SOUTHEAST OF THE CENTER OF A ROCK CHIMNEY ON THE EAST SIDE
 GX3362'OF A LOG CABIN HOUSE AND 3 FEET SOUTH OF A WITNESS POST. THE MARK
 GX3362'PROJECTS 1 INCH AND IS STAMPED ROUND KNOB 1952.
 GX3362'
 GX3362'REFERENCE MARK NO. 1 IS 33 FEET SOUTH OF THE FIRST STEP OF THE
 GX3362'LOOKOUT TOWER LADDER AND 49 FEET SOUTHWEST OF THE SOUTHWEST
 GX3362'CORNER OF A LOG HOUSE. THE MARK PROJECTS 1 INCH AND IS STAMPED ROUND
 GX3362'KNOB NO. 1 1952.
 GX3362'
 GX3362'REFERENCE MARK NO. 2 IS 44 FEET SOUTH OF A RAIL FENCE AND 16 FEET
 GX3362'NORTH OF THE EDGE OF AN ABRUPT DOWNWARD SLOPE OF THE HILL. THE
 GX3362'MARK PROJECTS 4 INCHES AND IS STAMPED ROUND KNOB NO. 2 1952.
 GX3362'
 GX3362'THE AZIMUTH MARK IS 42 FEET EAST OF AN OUT HOUSE, 14 FEET EAST OF A
 GX3362'BASKETBALL GOAL POST AND 1 FOOT SOUTH OF A FENCELINE. THE
 GX3362'MARK IS FLUSH AND IS STAMPED ROUND KNOB 1952.
 GX3362'
 GX3362'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 3 AND U.S.
 GX3362'HIGHWAY 21 AND 19 IN SHADY SPRING, GO NORTH ON U.S.  HIGHWAY 21
 GX3362'AND 19 FOR 1.7 MILES TO A REVERSE Y-INTERSECTION WITH A BLACK TOP
 GX3362'ROAD. TURN SHARP RIGHT AS PER SIGN CROW- LITTLE BEAVER 3 AND GO
 GX3362'2.9 MILES TO THE CROW POST OFFICE AND GENERAL STORE CONTINUE AHEAD
 GX3362'FOR 0.7 MILE TO A REVERSE Y-INTERSECTION AND SIGN STATE FOREST
 GX3362'FIRE TOWER, TURN SHARP RIGHT AND GO 0.7 MILE TO A TRACK ROAD RIGHT.
 GX3362'THE AZIMUTH MARK IS 0.1 MILE LEFT OF THIS POINT AND IN THE REAR
 GX3362'OF A FARM HOUSE. FROM THE INTERSECTION OF THE TRACK ROAD RIGHT, GO
 GX3362'UPGRADE FOR 0.3 MILE TO THE SUMMIT OF ROUND KNOB AND THE STATION AS
 GX3362'DESCRIBED.
 GX3362'
 GX3362'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GX3362
 GX3362                          STATION RECOVERY (1961)
 GX3362
 GX3362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RLD)
 GX3362'LETTER OF ROBERT L. DAVIS, BECKLEY, WEST VIRGINIA DATED JAN. 14,
 GX3362'1961.
 GX3362'
 GX3362'INSTRUMENT SET ON ROUND KNOB RM 1.
 GX3362
 GX3362                          STATION RECOVERY (1965)
 GX3362
 GX3362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ETO)
 GX3362'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 GX3362'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3361 ***********************************************************************
 GX3361  DESIGNATION -  ROUND KNOB LOOKOUT TOWER
 GX3361  PID         -  GX3361
 GX3361  STATE/COUNTY-  WV/RALEIGH
 GX3361  USGS QUAD   -  PRINCE (1989)
 GX3361
 GX3361                         *CURRENT SURVEY CONTROL
 GX3361  ___________________________________________________________________
 GX3361* NAD 83(1995)-  37 45 23.84867(N)    081 03 54.07931(W)     ADJUSTED  
 GX3361* NAVD 88     -                                                        
 GX3361  ___________________________________________________________________
 GX3361  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GX3361  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX3361
 GX3361  HORZ ORDER  -  THIRD
 GX3361
 GX3361.The horizontal coordinates were established by classical geodetic methods
 GX3361.and adjusted by the National Geodetic Survey in April 1998..
 GX3361
 GX3361
 GX3361.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3361
 GX3361.The geoid height was determined by GEOID03.
 GX3361
 GX3361;                    North         East     Units Scale Factor Converg.
 GX3361;SPC WV S     -    83,978.413   594,270.400   MT  0.99995339   -0 02 24.7
 GX3361;UTM  17      - 4,178,814.567   494,272.424   MT  0.99960040   -0 02 23.3
 GX3361
 GX3361                          SUPERSEDED SURVEY CONTROL
 GX3361
 GX3361  NAD 83(1986)-  37 45 23.85566(N)    081 03 54.08588(W) AD(       ) 4
 GX3361  NAD 27      -  37 45 23.43000(N)    081 03 54.76000(W) AD(       ) 3
 GX3361
 GX3361.Superseded values are not recommended for survey control.
 GX3361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3361.See file dsdata.txt to determine how the superseded data were derived.
 GX3361
 GX3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB9427278815(NAD 83)
 GX3361_MARKER: 57 = LOOKOUT TOWER
 GX3361
 GX3361  HISTORY     - Date     Condition        Report By
 GX3361  HISTORY     - 1952     FIRST OBSERVED   CGS
 GX3361  HISTORY     - 1965     GOOD             CGS
 GX3361
 GX3361                          STATION DESCRIPTION
 GX3361
 GX3361'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3361'THE STATION IS THE APEX OF THE LOOKOUT TOWER ABOUT 6-1/2 MILES EAST
 GX3361'OF BECKLEY, 1 MILE SOUTH OF THE CROW POST OFFICE AND ON THE
 GX3361'SUMMIT OF ROUND KNOB.
 GX3361'
 GX3361'TO REACH STATION ROUND KNOB FROM JUNCTION OF STATE ROUTE 3 AND U.S.
 GX3361'HIGHWAY 21 AND 19 IN SHADY SPRING, GO NORTH ON U.S.  HIGHWAY 21
 GX3361'AND 19 FOR 1.7 MILES TO A REVERSE Y-INTERSECTION WITH A BLACK TOP
 GX3361'ROAD. TURN SHARP RIGHT AS PER SIGN CROW- LITTLE BEAVER 3 AND GO
 GX3361'2.9 MILES TO THE CROW POST OFFICE AND GENERAL STORE CONTINUE AHEAD
 GX3361'FOR 0.7 MILE TO A REVERSE Y-INTERSECTION AND SIGN STATE FOREST
 GX3361'FIRE TOWER, TURN SHARP RIGHT AND GO 0.7 MILE TO A TRACK ROAD RIGHT.
 GX3361'FROM THE INTERSECTION OF THE TRACK ROAD RIGHT, GO
 GX3361'UPGRADE FOR 0.3 MILE TO THE SUMMIT OF ROUND KNOB STATION ROUND KNOB AS
 GX3361'DESCRIBED.
 GX3361'
 GX3361'THE TOWER IS A STEEL STRUCTURE ABOUT 85 FEET HIGH WITH A GLASS
 GX3361'LOOKOUT ROOM ON THE TOP AND THE ENTIRE TOWER IS PAINTED GRAY. IT IS
 GX3361'ON THE PROPERTY LEASED BY THE FOREST SERVICE.
 GX3361
 GX3361                          STATION RECOVERY (1965)
 GX3361
 GX3361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ETO)
 GX3361'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2973 ***********************************************************************
 HX2973  DESIGNATION -  ROXALANA
 HX2973  PID         -  HX2973
 HX2973  STATE/COUNTY-  WV/ROANE
 HX2973  USGS QUAD   -  LOONEYVILLE (1976)
 HX2973
 HX2973                         *CURRENT SURVEY CONTROL
 HX2973  ___________________________________________________________________
 HX2973* NAD 83(1995)-  38 41 51.47266(N)    081 16 01.74793(W)     ADJUSTED  
 HX2973* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 HX2973  ___________________________________________________________________
 HX2973  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 HX2973  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HX2973
 HX2973  HORZ ORDER  -  SECOND
 HX2973
 HX2973.The horizontal coordinates were established by classical geodetic methods
 HX2973.and adjusted by the National Geodetic Survey in April 1998..
 HX2973
 HX2973.The orthometric height was scaled from a topographic map.
 HX2973
 HX2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2973
 HX2973.The geoid height was determined by GEOID03.
 HX2973
 HX2973;                    North         East     Units Scale Factor Converg.
 HX2973;SPC WV S     -   188,455.810   576,760.220   MT  0.99996571   -0 09 54.5
 HX2973;UTM  17      - 4,283,257.136   476,768.669   MT  0.99960665   -0 10 01.3
 HX2973
 HX2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2973!SPC WV S     -   0.99994546  x   0.99996571  =   0.99991117
 HX2973!UTM  17      -   0.99994546  x   0.99960665  =   0.99955213
 HX2973
 HX2973|---------------------------------------------------------------------|
 HX2973| PID    Reference Object                     Distance      Geod. Az  |
 HX2973|                                                           dddmmss.s |
 HX2973| DB6887 ROXALANA RM 1                        18.081 METERS 03100     |
 HX2973| DB6888 ROXALANA RM 2                        15.746 METERS 11734     |
 HX2973| DB6886 ROXALANA AZ MK                                     3454936.7 |
 HX2973|---------------------------------------------------------------------|
 HX2973
 HX2973                          SUPERSEDED SURVEY CONTROL
 HX2973
 HX2973  NAD 83(1986)-  38 41 51.47929(N)    081 16 01.75493(W) AD(       ) 2
 HX2973  NAD 27      -  38 41 51.15100(N)    081 16 02.32500(W) AD(       ) 2
 HX2973
 HX2973.Superseded values are not recommended for survey control.
 HX2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2973.See file dsdata.txt to determine how the superseded data were derived.
 HX2973
 HX2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7676983257(NAD 83)
 HX2973_MARKER: DS = TRIANGULATION STATION DISK
 HX2973_SETTING: 0 = UNSPECIFIED SETTING
 HX2973
 HX2973  HISTORY     - Date     Condition        Report By
 HX2973  HISTORY     - 1944     MONUMENTED       CGS
 HX2973  HISTORY     - 1956     GOOD             CGS
 HX2973
 HX2973                          STATION DESCRIPTION
 HX2973
 HX2973'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2973'STATION IS LOCATED
 HX2973'ON A PROMINENT
 HX2973'TIMBERED HILL ABOUT 12 MILES BY ROAD SE OF
 HX2973'SPENCER, ON PROPERTY OWNED BY THE
 HX2973'WESTFALL HEIRS AND MANAGED BY
 HX2973'MRS. MABLE EBBERT.  THE MARK IS ABOUT 0.15 MILE NE
 HX2973'OF STATE
 HX2973'HIGHWAY 36, AT A SHARP CURVE AROUND THE SW BASE OF THE RIDGE.
 HX2973'IT IS SITUATED ON
 HX2973'THE HIGHEST GROUND, 23 FEET N OF A TRIANGULAR-
 HX2973'BLAZED 12-INCH OAK TREE, AND 5 FEET
 HX2973'ESE OF A WITNESS POST.
 HX2973'
 HX2973'STATION IS MARKED BY A BRONZE STATION DISK SET IN CONCRETE
 HX2973'AT THE END OF A
 HX2973'4-INCH IRON PIPE WHICH IS EMBEDDED IN THE GROUND
 HX2973'SO ITS UPPER END PROJECTS ABOUT 10
 HX2973'INCHES ABOVE THE SURFACE OF
 HX2973'THE GROUND.  A SUBSURFACE DISK WAS SET IN CONCRETE
 HX2973'DIRECTLY BELOW
 HX2973'THE PIPE.  THE DISK IS STAMPED ROXALANA 1944.
 HX2973'
 HX2973'REFERENCE MARK 1 IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 HX2973'STATION MARK.  IT
 HX2973'IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 HX2973'CONCRETE POST AND IS STAMPED
 HX2973'ROXALANA NO 1 1944.
 HX2973'
 HX2973'REFERENCE MARK 2 IS ABOUT 5 FEET LOWER IN ELEVATION THAN
 HX2973'STATION MARK.  IT
 HX2973'IS A BRONZE REFERENCE DISK SET IN THE TOP
 HX2973'OF A CONCRETE POST AND IS STAMPED
 HX2973'ROXALANA NO 2 1944.
 HX2973'
 HX2973'AZIMUTH MARK IS AT A SHARP CURVE AROUND THE E END OF RIDGE,
 HX2973'20 FEET E OF THE
 HX2973'APPROXIMATE CENTER LINE OF STATE HIGHWAY 36, AND
 HX2973'1 FOOT W OF GUARDRAIL.  IT IS A
 HX2973'BRONZE AZIMUTH DISK SET IN THE
 HX2973'TOP OF A CONCRETE POST AND IS STAMPED ROXALANA 1944.
 HX2973'
 HX2973'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119
 HX2973'AND STATE HIGHWAY
 HX2973'36 AT THE SE EDGE OF SPENCER, GO SE ON HIGHWAY
 HX2973'36 FOR 8.5 MILES TO THE VILLAGE OF
 HX2973'CLOVER.  CONTINUE 2.45 MILES
 HX2973'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE 0.4 MILE
 HX2973'TO A SHARP
 HX2973'CURVE TO THE LEFT.  (THE STATION IS ON THE HIGH POINT OF THE
 HX2973'RIDGE TO THE
 HX2973'LEFT.) CONTINUE 0.15 MILE TO A BOARD GATE ON THE
 HX2973'LEFT.  ENTER THE GATE AND TURN
 HX2973'BACK SHARP LEFT TO THE CROWN OF THE
 HX2973'RIDGE ON A HIGH BANK ABOVE THE HIGHWAY.  TURN
 HX2973'RIGHT AND FOLLOW THE
 HX2973'RIDGE TO THE HIGHEST POINT AND STATION.  (TOTAL DISTANCE FROM
 HX2973'THE BOARD GATE
 HX2973'TO THE STATION IS 0.3 MILE.)
 HX2973'
 HX2973'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HX2973
 HX2973                          STATION RECOVERY (1956)
 HX2973
 HX2973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JAW)
 HX2973'THE STATION WAS RECOVERED.  ALL MARKS WERE LOCATED AS DESCRIBED AND
 HX2973'THEY ARE ALL IN GOOD CONDITION.
 HX2973'
 HX2973'THE PROPERTY IS OWNED BY MR. JOHN L. RICHARDSON.
 HX2973'
 HX2973'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0698 ***********************************************************************
 HX0698  DESIGNATION -  RP 1
 HX0698  PID         -  HX0698
 HX0698  STATE/COUNTY-  WV/POCAHONTAS
 HX0698  USGS QUAD   -  SHARP KNOB (1995)
 HX0698
 HX0698                         *CURRENT SURVEY CONTROL
 HX0698  ___________________________________________________________________
 HX0698* NAD 83(1986)-  38 25 36.     (N)    080 09 51.     (W)     SCALED    
 HX0698* NAVD 88     -      1383.978  (meters)    4540.60   (feet)  ADJUSTED  
 HX0698  ___________________________________________________________________
 HX0698  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0698  DYNAMIC HT  -        1382.892 (meters)    4537.04  (feet)  COMP
 HX0698  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 HX0698
 HX0698  VERT ORDER  -  SECOND    CLASS 0
 HX0698
 HX0698.The horizontal coordinates were scaled from a topographic map and have
 HX0698.an estimated accuracy of +/- 6 seconds.
 HX0698
 HX0698.The orthometric height was determined by differential leveling
 HX0698.and adjusted by the National Geodetic Survey in June 1991..
 HX0698
 HX0698.The geoid height was determined by GEOID03.
 HX0698
 HX0698.The dynamic height is computed by dividing the NAVD 88
 HX0698.geopotential number by the normal gravity value computed on the
 HX0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0698.degrees latitude (g = 980.6199 gals.).
 HX0698
 HX0698.The modeled gravity was interpolated from observed gravity values.
 HX0698
 HX0698;                    North         East    Units  Estimated Accuracy
 HX0698;SPC WV S     -   158,670.      672,980.      MT  (+/- 180 meters Scaled)
 HX0698
 HX0698                          SUPERSEDED SURVEY CONTROL
 HX0698
 HX0698  NGVD 29 (??/??/92) 1384.112  (m)         4541.04   (f) ADJ UNCH    2 0
 HX0698
 HX0698.Superseded values are not recommended for survey control.
 HX0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0698.See file dsdata.txt to determine how the superseded data were derived.
 HX0698
 HX0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC729534(NAD 83)
 HX0698_MARKER: DR = REFERENCE MARK DISK
 HX0698_SETTING: 80 = SET IN A BOULDER
 HX0698_SP_SET: BOULDER
 HX0698_STAMPING: RP NO 1 1934
 HX0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0698+STABILITY: SURFACE MOTION
 HX0698
 HX0698  HISTORY     - Date     Condition        Report By
 HX0698  HISTORY     - 1934     MONUMENTED       USDA
 HX0698  HISTORY     - 1962     GOOD             NGS
 HX0698
 HX0698                          STATION DESCRIPTION
 HX0698
 HX0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0698'7 MI W FROM SLATY FORK.
 HX0698'4.6 MILES NORTHWEST ALONG ABANDONED RAILWAY BED (TRAIL) FROM
 HX0698'THE POST OFFICE AT SLATY FORK, THENCE ABOUT 1.8 MILES SOUTHWEST
 HX0698'ALONG U.S. FORESTRY ROAD 24, THENCE ABOUT 0.55 MILES NORTHWEST
 HX0698'ALONG U.S. FORESTRY ROAD 24-A LEADING UP TO SHARPS KNOB LOOKOUT
 HX0698'TOWER, SET ON TOP OF THE SOUTH END OF A 12 BY 6 FOOT BOULDER
 HX0698'PROJECTING 3 FEET ABOVE THE GROUND NEAR THE SOUTHEAST LEG OF
 HX0698'THE TOWER, 38 FEET SOUTHEAST OF BENCH MARK GAULEY AZI, 0.8 FEET
 HX0698'NORTH OF THE SOUTH END OF THE BOULDER, AND ABOUT 3 FEET ABOVE
 HX0698'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0435 ***********************************************************************
 JX0435  DESIGNATION -  RR 23
 JX0435  PID         -  JX0435
 JX0435  STATE/COUNTY-  WV/WETZEL
 JX0435  USGS QUAD   -  BIG RUN (1976)
 JX0435
 JX0435                         *CURRENT SURVEY CONTROL
 JX0435  ___________________________________________________________________
 JX0435* NAD 83(1986)-  39 30 40.     (N)    080 35 30.     (W)     SCALED    
 JX0435* NAVD 88     -       249.941  (meters)     820.01   (feet)  ADJUSTED  
 JX0435  ___________________________________________________________________
 JX0435  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JX0435  DYNAMIC HT  -         249.792 (meters)     819.53  (feet)  COMP
 JX0435  MODELED GRAV-     980,021.7   (mgal)                       NAVD 88
 JX0435
 JX0435  VERT ORDER  -  SECOND    CLASS 0
 JX0435
 JX0435.The horizontal coordinates were scaled from a topographic map and have
 JX0435.an estimated accuracy of +/- 6 seconds.
 JX0435
 JX0435.The orthometric height was determined by differential leveling
 JX0435.and adjusted by the National Geodetic Survey in June 1991..
 JX0435
 JX0435.The geoid height was determined by GEOID03.
 JX0435
 JX0435.The dynamic height is computed by dividing the NAVD 88
 JX0435.geopotential number by the normal gravity value computed on the
 JX0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0435.degrees latitude (g = 980.6199 gals.).
 JX0435
 JX0435.The modeled gravity was interpolated from observed gravity values.
 JX0435
 JX0435;                    North         East    Units  Estimated Accuracy
 JX0435;SPC WV N     -   112,820.      506,130.      MT  (+/- 180 meters Scaled)
 JX0435
 JX0435                          SUPERSEDED SURVEY CONTROL
 JX0435
 JX0435  NGVD 29 (??/??/92)  250.102  (m)          820.54   (f) ADJ UNCH    2 0
 JX0435
 JX0435.Superseded values are not recommended for survey control.
 JX0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0435.See file dsdata.txt to determine how the superseded data were derived.
 JX0435
 JX0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND351735(NAD 83)
 JX0435_MARKER: DB = BENCH MARK DISK
 JX0435_SETTING: 66 = SET IN ROCK OUTCROP
 JX0435_SP_SET: ROCK CUT
 JX0435_STAMPING: RR 23 1935
 JX0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0435+STABILITY: POSITION/ELEVATION WELL
 JX0435
 JX0435  HISTORY     - Date     Condition        Report By
 JX0435  HISTORY     - 1935     MONUMENTED       CGS
 JX0435  HISTORY     - 1957     GOOD             NGS
 JX0435
 JX0435                          STATION DESCRIPTION
 JX0435
 JX0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0435'2.9 MI NW FROM SMITHFIELD.
 JX0435'ABOUT 2.9 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0435'FROM THE STATION AT SMITHFIELD, ABOUT 0.1 MILE EAST OF A PRIVATE
 JX0435'ROAD CROSSING, SET VERTICALLY IN THE SOUTH FACE OF A PROJECTION
 JX0435'OF ROCK IN A CUT, ABOUT MIDWAY BETWEEN TELEPHONE MILEAGE POLES
 JX0435'NO. 26+30 AND 26+31, 10 1/2 RAILS EAST OF THE NORTH END OF A FOOT
 JX0435'BRIDGE OVER FISHING CREEK, 19 FEET NORTH OF NORTH RAIL AND ABOUT
 JX0435'8 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2133 ***********************************************************************
 JX2133  DESIGNATION -  RUBLE USGS 1944
 JX2133  PID         -  JX2133
 JX2133  STATE/COUNTY-  WV/WIRT
 JX2133  USGS QUAD   -  GIRTA (1987)
 JX2133
 JX2133                         *CURRENT SURVEY CONTROL
 JX2133  ___________________________________________________________________
 JX2133* NAD 83(1995)-  39 00 44.08159(N)    081 17 57.45056(W)     ADJUSTED  
 JX2133* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 JX2133  ___________________________________________________________________
 JX2133  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 JX2133  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JX2133
 JX2133  HORZ ORDER  -  SECOND
 JX2133
 JX2133.The horizontal coordinates were established by classical geodetic methods
 JX2133.and adjusted by the National Geodetic Survey in April 1998..
 JX2133
 JX2133.The orthometric height was scaled from a topographic map.
 JX2133
 JX2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2133
 JX2133.The geoid height was determined by GEOID03.
 JX2133
 JX2133;                    North         East     Units Scale Factor Converg.
 JX2133;SPC WV N     -    58,428.594   444,171.464   MT  0.99999771   -1 08 51.1
 JX2133;SPC WV S     -   223,390.118   574,077.162   MT  1.00003001   -0 11 06.1
 JX2133;UTM  17      - 4,318,178.015   474,088.239   MT  0.99960827   -0 11 18.2
 JX2133
 JX2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2133!SPC WV N     -   0.99994225  x   0.99999771  =   0.99993996
 JX2133!SPC WV S     -   0.99994225  x   1.00003001  =   0.99997226
 JX2133!UTM  17      -   0.99994225  x   0.99960827  =   0.99955054
 JX2133
 JX2133                          SUPERSEDED SURVEY CONTROL
 JX2133
 JX2133  NAD 83(1986)-  39 00 44.08685(N)    081 17 57.45700(W) AD(       ) 2
 JX2133  NAD 27      -  39 00 43.79900(N)    081 17 58.03000(W) AD(       ) 2
 JX2133
 JX2133.Superseded values are not recommended for survey control.
 JX2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2133.See file dsdata.txt to determine how the superseded data were derived.
 JX2133
 JX2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7408818178(NAD 83)
 JX2133_MARKER: Z = SEE DESCRIPTION
 JX2133_SETTING: 0 = UNSPECIFIED SETTING
 JX2133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2133
 JX2133  HISTORY     - Date     Condition        Report By
 JX2133  HISTORY     - 1944     MONUMENTED       USGS
 JX2133
 JX2133                          STATION DESCRIPTION
 JX2133
 JX2133'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 JX2133'STATION IS
 JX2133'LOCATED ABOUT 6
 JX2133'MILES SE OF ELIZABETH, ONE MILE E OF OWL HILL
 JX2133'CHURCH, 3/4 MILE N OF THE OLD
 JX2133'RUBLE LOG CHURCH, ON THE SUMMIT OF
 JX2133'A BRUSHY KNOB.  IT IS 8 FEET N OF A TRIANGULAR
 JX2133'BLAZE ON A 10-INCH
 JX2133'LOCUST TREE.  THE LAND IS OWNED BY MR. ROBERTS.
 JX2133'
 JX2133'THE U.S.G.S. DISK HAS BEEN REMOVED AND THE STONE BROKEN OFF
 JX2133'ON ALL SIDES BUT
 JX2133'THE DRILL HOLE IS WELL PRESERVED AND THE STONE
 JX2133'SOLID IN THE GROUND.
 JX2133'
 JX2133'TRIANGULATION STATION OWL IS 2.882 METERS DISTANT.
 JX2133'
 JX2133'TO REACH THE STATION FROM THE COURTHOUSE IN ELIZABETH, GO S
 JX2133'ON STATE HIGHWAY 5
 JX2133'FOR 0.45 MILE TO THE ELIZABETH FERRY, CROSS
 JX2133'FERRY AND CONTINUE ON HIGHWAY 5 FOR
 JX2133'5.15 MILES TO A SMALL STORE
 JX2133'ON THE RIGHT, CONTINUE 0.1 MILE TO A LEFT FORK, TAKE
 JX2133'LEFT FORK UP
 JX2133'CHESTNUT RUN FOR 3.05 MILES TO A T-ROAD LEFT AT RUBLE LOG CHURCH,
 JX2133'TURN LEFT AND GO
 JX2133'0.2 MILE TO TOP OF HILL AND A DIM FARM ROAD
 JX2133'LEFT.  TURN LEFT ON FARM ROAD AND
 JX2133'GO 0.3 MILE TO A GATE.  PASS
 JX2133'THROUGH GATE AND GO 0.05 MILE TO END OF TRUCK TRAVEL
 JX2133'AT BLAZED
 JX2133'TREE JUST BEFORE REACHING A POLE WITH A LADDER ON IT.  TURN SHARP
 JX2133'LEFT ON A
 JX2133'WELL-DEFINED PATH TO TOP OF GRADE, TURN RIGHT AND FOLLOW
 JX2133'PATH UP HILL ABOUT 0.2 MILE
 JX2133'TO A GATE AND AN OPEN FIELD, PASS
 JX2133'THROUGH GATE AND FOLLOW PATH ON W SIDE O HILL
 JX2133'ABOUT 0.1 MILE TO
 JX2133'A BLAZED TREE.  TURN RIGHT AND FOLLOW BLAZES THROUGH BRUSH TO
 JX2133'TOP OF HILL
 JX2133'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3416 ***********************************************************************
 HW3416  DESIGNATION -  RUN
 HW3416  PID         -  HW3416
 HW3416  STATE/COUNTY-  WV/HARDY
 HW3416  USGS QUAD   -  LOST CITY (1994)
 HW3416
 HW3416                         *CURRENT SURVEY CONTROL
 HW3416  ___________________________________________________________________
 HW3416* NAD 83(1995)-  38 59 20.47055(N)    078 52 20.65440(W)     ADJUSTED  
 HW3416* NAVD 88     -       677.5    (meters)    2223.     (feet)  VERTCON   
 HW3416  ___________________________________________________________________
 HW3416  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 HW3416  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HW3416
 HW3416  HORZ ORDER  -  THIRD
 HW3416
 HW3416.The horizontal coordinates were established by classical geodetic methods
 HW3416.and adjusted by the National Geodetic Survey in April 1998..
 HW3416
 HW3416.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3416
 HW3416.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3416
 HW3416.The geoid height was determined by GEOID03.
 HW3416
 HW3416;                    North         East     Units Scale Factor Converg.
 HW3416;SPC WV N     -    54,479.610   654,374.458   MT  1.00000209   +0 24 00.9
 HW3416;SPC VA N     - 2,146,847.708 3,467,736.072   MT  0.99996936   -0 13 56.7
 HW3416;SPC VA N     - 7,043,449.52 11,377,064.10   sFT  0.99996936   -0 13 56.7
 HW3416;UTM  17      - 4,317,711.208   684,269.657   MT  1.00001812   +1 20 20.4
 HW3416
 HW3416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3416!SPC WV N     -   0.99989878  x   1.00000209  =   0.99990087
 HW3416!SPC VA N     -   0.99989878  x   0.99996936  =   0.99986814
 HW3416!UTM  17      -   0.99989878  x   1.00001812  =   0.99991689
 HW3416
 HW3416|---------------------------------------------------------------------|
 HW3416| PID    Reference Object                     Distance      Geod. Az  |
 HW3416|                                                           dddmmss.s |
 HW3416| DB6889 RUN RM 1                              9.340 METERS 04151     |
 HW3416| HW3424 AIRWAY BEACON 31                    APPROX. 3.2 KM 2571358.2 |
 HW3416| DB6890 RUN RM 2                              8.090 METERS 28534     |
 HW3416|---------------------------------------------------------------------|
 HW3416
 HW3416                          SUPERSEDED SURVEY CONTROL
 HW3416
 HW3416  NAD 83(1995)-  38 59 20.47307(N)    078 52 20.65821(W) AD(       ) 3
 HW3416  NAD 83(1986)-  38 59 20.47441(N)    078 52 20.66080(W) AD(       ) 3
 HW3416  NAD 27      -  38 59 20.07980(N)    078 52 21.58000(W) AD(       ) 3
 HW3416  NGVD 29 (07/19/86)  677.6    (m)         2223.     (f) VERT ANG       
 HW3416
 HW3416.Superseded values are not recommended for survey control.
 HW3416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3416.See file dsdata.txt to determine how the superseded data were derived.
 HW3416
 HW3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD8427017711(NAD 83)
 HW3416_MARKER: DS = TRIANGULATION STATION DISK
 HW3416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3416
 HW3416  HISTORY     - Date     Condition        Report By
 HW3416  HISTORY     - 1956     MONUMENTED       CGS
 HW3416  HISTORY     - 1964     GOOD             USGS
 HW3416
 HW3416                          STATION DESCRIPTION
 HW3416
 HW3416'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3416'THE STATION IS LOCATED ON THE TOP OF A LOW, TIMBERED HILL ABOUT 7
 HW3416'MILES AIRLINE SOUTHWEST OF
 HW3416'BAKER, 5 MILES AIRLINE NORTH-NORTHWEST OF LOST CITY, AND 7 MILES
 HW3416'AIRLINE SOUTHEAST OF MOOREFIELD.
 HW3416'
 HW3416'TO REACH THE STATION FROM THE POST OFFICE IN NEEDMORE GO WEST ON
 HW3416'STATE HIGHWAY 55 FOR 0.15 MILE
 HW3416'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH 6.5 MILES TO A
 HW3416'FORK AT THE SOUTH END OF A SMALL
 HW3416'BRIDGE.  TURN SHARP RIGHT AND GO NORTHWEST 1.6 MILES TO A
 HW3416'LOGGING ROAD ON THE LEFT.  TURN LEFT AND USING
 HW3416'A TRUCK WITH 4-WHEEL DRIVE GO WEST 0.5
 HW3416'MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH 0.1 MILE TO A
 HW3416'FORK.  TAKE THE LEFT FORK AND GO
 HW3416'SOUTHEAST ON A VERY DIM ROAD 0.35 MILE TO THE TOP OF THE HILL AND THE
 HW3416'STATION.
 HW3416'
 HW3416'THE STATION MARK IS A STANDARD DISK STAMPED RUN 1956 SET IN THE TOP
 HW3416'OF A 10-INCH SQUARE CONCRETE
 HW3416'POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 18 FEET
 HW3416'SOUTHEAST OF A WITNESS POST.
 HW3416'
 HW3416'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED RUN NO 1 1956 SET
 HW3416'IN THE TOP OF A 10-INCH
 HW3416'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS
 HW3416'14 FEET NORTH OF A WITNESS POST
 HW3416'AND 1 FOOT LOWER THAN THE STATION.
 HW3416'
 HW3416'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED RUN NO 2 1956 SET
 HW3416'IN THE TOP OF A 10-INCH
 HW3416'SQUARE CONCRETE POST THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS
 HW3416'18 INCHES LOWER THAN THE STATION.
 HW3416
 HW3416                          STATION RECOVERY (1964)
 HW3416
 HW3416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HW3416'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2922 ***********************************************************************
 HX2922  DESIGNATION -  RUSH
 HX2922  PID         -  HX2922
 HX2922  STATE/COUNTY-  WV/LEWIS
 HX2922  USGS QUAD   -  PETERSON (1989)
 HX2922
 HX2922                         *CURRENT SURVEY CONTROL
 HX2922  ___________________________________________________________________
 HX2922* NAD 83(1995)-  38 59 31.78475(N)    080 30 09.94467(W)     ADJUSTED  
 HX2922* NAVD 88     -       454.9    (meters)    1492.     (feet)  VERTCON   
 HX2922  ___________________________________________________________________
 HX2922  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 HX2922  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HX2922
 HX2922  HORZ ORDER  -  THIRD
 HX2922
 HX2922.The horizontal coordinates were established by classical geodetic methods
 HX2922.and adjusted by the National Geodetic Survey in April 1998..
 HX2922
 HX2922.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2922
 HX2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2922
 HX2922.The geoid height was determined by GEOID03.
 HX2922
 HX2922;                    North         East     Units Scale Factor Converg.
 HX2922;SPC WV S     -   221,234.298   643,079.526   MT  1.00002500   +0 18 26.6
 HX2922;UTM  17      - 4,316,024.413   543,061.538   MT  0.99962283   +0 18 46.3
 HX2922
 HX2922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2922!SPC WV S     -   0.99993370  x   1.00002500  =   0.99995870
 HX2922!UTM  17      -   0.99993370  x   0.99962283  =   0.99955656
 HX2922
 HX2922|---------------------------------------------------------------------|
 HX2922| PID    Reference Object                     Distance      Geod. Az  |
 HX2922|                                                           dddmmss.s |
 HX2922| DB6893 RUSH RM 1                             7.730 METERS 08259     |
 HX2922| DB6892 RUSH AZ MK                                         2121540.0 |
 HX2922| DB6894 RUSH RM 2                             7.233 METERS 25954     |
 HX2922|---------------------------------------------------------------------|
 HX2922
 HX2922                          SUPERSEDED SURVEY CONTROL
 HX2922
 HX2922  NAD 83(1986)-  38 59 31.78984(N)    080 30 09.95480(W) AD(       ) 3
 HX2922  NAD 27      -  38 59 31.44910(N)    080 30 10.62390(W) AD(       ) 3
 HX2922  NGVD 29 (07/19/86)  455.1    (m)         1493.     (f) VERT ANG       
 HX2922
 HX2922.Superseded values are not recommended for survey control.
 HX2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2922.See file dsdata.txt to determine how the superseded data were derived.
 HX2922
 HX2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4306216024(NAD 83)
 HX2922_MARKER: DS = TRIANGULATION STATION DISK
 HX2922_SETTING: 0 = UNSPECIFIED SETTING
 HX2922
 HX2922  HISTORY     - Date     Condition        Report By
 HX2922  HISTORY     - 1956     MONUMENTED       CGS
 HX2922
 HX2922                          STATION DESCRIPTION
 HX2922
 HX2922'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX2922'STATION IS LOCATED ABOUT 4 MILES NORTH OF ROANOKE AND ABOUT 3-1/2
 HX2922'MILES SOUTH SOUTHWEST OF WESTON ON A
 HX2922'HIGH KNOB BETWEEN RUSH RUN AND WEST FORK RIVER.  STATION IS 29 FEET
 HX2922'SOUTHEAST OF LARGE TRIANGLE BLAZED TWIN
 HX2922'MAPLE TREE AND 17 FEET SOUTH OF FENCE.  THE STATION
 HX2922'MARK IS A STANDARD DISK WELDED TO THE TOP OF A 2
 HX2922'INCH PIPE WHICH PROJECTS ABOUT 1 FOOT
 HX2922'AND THE DISK IS STAMPED RUSH 1956.
 HX2922'
 HX2922'REFERENCE MARK NO. 1 IS 5 FEET NORTHWEST OF A LARGE SPLIT MAPLE TREE
 HX2922'AND 1 FOOT SOUTH OF FENCE.
 HX2922'THE MARK IS A STANDARD DISK WELDED TO THE TOP OF A 2 INCH PIPE WHICH
 HX2922'PROJECTS ABOUT 8 INCHES AND THE
 HX2922'DISK IS STAMPED RUSH NO 1 1956.
 HX2922'
 HX2922'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF FENCE AND 29 FEET SOUTH OF
 HX2922'LARGE TRIANGLE BLAZED TWIN
 HX2922'MAPLE TREE.  THE MARK IS A STANDARD DISK WELDED TO THE TOP OF A 2
 HX2922'INCH PIPE WHICH PROJECTS ABOUT 1
 HX2922'FOOT AND THE DISK IS STAMPED RUSH NO 2 1956.
 HX2922'
 HX2922'AZIMUTH MARK IS 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF WIGWAM
 HX2922'INN, 23 FEET NORTHWEST OF THE
 HX2922'CENTERLINE OF U.S. HIGHWAY 19 AND 2 FEET EAST OF WITNESS POST.  THE
 HX2922'MARK IS A STANDARD DISK WELDED TO
 HX2922'THE TOP OF A 2 INCH PIPE WHICH PROJECTS ABOUT 3 INCHES
 HX2922'AND THE DISK IS STAMPED RUSH 1956.
 HX2922'
 HX2922'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 19, 33 AND 119 AT
 HX2922'THE MAIN INTERSECTION IN
 HX2922'WESTON GO SOUTH ON U.S. HIGHWAY 19 FOR 1.65 MILES TO FORKS AT SIGN
 HX2922'BROWNSVILLE 2.  TAKE LEFT FORK AND
 HX2922'FOLLOW SURFACED ROAD FOR 1.8 MILES TO A BRIDGE ON
 HX2922'RIGHT.  TURN RIGHT ACROSS BRIDGE AND FOLLOW MAIN ROAD
 HX2922'SOUTHERLY FOR 1.5 MILES TO A GATE ON
 HX2922'RIGHT JUST BEFORE REACHING A TWO STORY HOUSE.  TURN RIGHT THROUGH
 HX2922'GATE AND FOLLOW CREEK BOTTOM ROAD
 HX2922'FOR 0.3 MILE TO GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.1 MILE TO
 HX2922'ABANDONED HOUSE ON RIGHT.  CONTINUE
 HX2922'FOR 0.35 MILE TO ANOTHER HOUSE AND ETT.  PACK WEST
 HX2922'ALONG FIELD ROAD ON THE NORTH SLOPE OF HILL FOR ABOUT
 HX2922'10 MINUTES TO A GATE.  PASS THROUGH
 HX2922'GATE AND THEN BEAR LEFT UP STEEP HILL FOR ABOUT 10 MINUTES TO HIGHEST
 HX2922'POINT AND STATION AS DESCRIBED.  TO
 HX2922'REACH AZIMUTH MARK FROM POINT IN DESCRIPTION WHERE IT LEAVES THE
 HX2922'HIGHWAY CONTINUE SOUTHERLY ON U.S.
 HX2922'HIGHWAY 19 FOR 3.2 MILES TO AZIMUTH MARK ON THE RIGHT.
 HX2922'AS DESCRIBED.
 HX2922'
 HX2922'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2938 ***********************************************************************
 HX2938  DESIGNATION -  RUSH
 HX2938  PID         -  HX2938
 HX2938  STATE/COUNTY-  WV/BRAXTON
 HX2938  USGS QUAD   -  GASSAWAY (1976)
 HX2938
 HX2938                         *CURRENT SURVEY CONTROL
 HX2938  ___________________________________________________________________
 HX2938* NAD 83(1995)-  38 42 14.88989(N)    080 48 42.80858(W)     ADJUSTED  
 HX2938* NAVD 88     -       515.2    (meters)    1690.     (feet)  VERTCON   
 HX2938  ___________________________________________________________________
 HX2938  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 HX2938  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HX2938
 HX2938  HORZ ORDER  -  SECOND
 HX2938
 HX2938.The horizontal coordinates were established by classical geodetic methods
 HX2938.and adjusted by the National Geodetic Survey in April 1998..
 HX2938
 HX2938.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2938
 HX2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2938
 HX2938.The geoid height was determined by GEOID03.
 HX2938
 HX2938;                    North         East     Units Scale Factor Converg.
 HX2938;SPC WV S     -   189,160.992   616,362.272   MT  0.99996674   +0 06 58.6
 HX2938;UTM  17      - 4,283,961.869   516,356.289   MT  0.99960329   +0 07 03.4
 HX2938
 HX2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2938!SPC WV S     -   0.99992425  x   0.99996674  =   0.99989100
 HX2938!UTM  17      -   0.99992425  x   0.99960329  =   0.99952757
 HX2938
 HX2938|---------------------------------------------------------------------|
 HX2938| PID    Reference Object                     Distance      Geod. Az  |
 HX2938|                                                           dddmmss.s |
 HX2938| DB6897 RUSH RM 2                            16.450 METERS 08731     |
 HX2938| DB6895 RUSH AZ MK                                         1404048.8 |
 HX2938| DB6896 RUSH RM 1                            19.410 METERS 35123     |
 HX2938|---------------------------------------------------------------------|
 HX2938
 HX2938                          SUPERSEDED SURVEY CONTROL
 HX2938
 HX2938  NAD 83(1986)-  38 42 14.89617(N)    080 48 42.81821(W) AD(       ) 2
 HX2938  NAD 27      -  38 42 14.54690(N)    080 48 43.45310(W) AD(       ) 2
 HX2938  NGVD 29 (07/19/86)  515.4    (m)         1691.     (f) VERT ANG       
 HX2938
 HX2938.Superseded values are not recommended for survey control.
 HX2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2938.See file dsdata.txt to determine how the superseded data were derived.
 HX2938
 HX2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC1635683962(NAD 83)
 HX2938_MARKER: DS = TRIANGULATION STATION DISK
 HX2938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2938
 HX2938  HISTORY     - Date     Condition        Report By
 HX2938  HISTORY     - 1961     MONUMENTED       CGS
 HX2938
 HX2938                          STATION DESCRIPTION
 HX2938
 HX2938'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2938'STATION IS LOCATED ON WHAT IS LOCALLY KNOWN AS SUGAR KNOB, IT IS AT
 HX2938'THE HEAD OF RUSH
 HX2938'FORK AND BRUSH FORK.  THE HILL IS COVERED WITH SMALL
 HX2938'TIMBER AND UNDERBRUSH.  STATION IS
 HX2938'35.7 FEET NORTHEAST OF A 10 INCH LOCUST
 HX2938'TREE, 22 FEET EAST OF A WIRE GATE IN FENCE CORNER AND
 HX2938'2.3 FEET NORTH OF
 HX2938'METAL WITNESS POST WITH SIGN.  STATION IS MARKED BY A STANDARD DISK
 HX2938'SET IN THE TOP OF A 12
 HX2938'X 12 INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 HX2938'SURFACE OF THE GROUND AND THE DISK
 HX2938'IS STAMPED RUSH 1961.
 HX2938'
 HX2938'STATION SUGAR (USGS) ON THIS HILL, IS IN VERY POOR CONDITION AND NO
 HX2938'TIE WAS MADE AT  THIS TIME
 HX2938'
 HX2938'TO REACH THE STATION FROM THE POST OFFICE IN GASSAWAY, GO EAST ON
 HX2938'STATE HIGHWAY NO.
 HX2938'4 FOR 0.4 MILE TO FORK, TAKE LEFT FORK AND GO NORTHWESTERLY
 HX2938'FOR 1.0 MILE TO A FORK AND SMITH
 HX2938'SUPPLY STORE.  TAKE LEFT FORK
 HX2938'AND GO WEST ON DIRT ROAD FOR 1.25 MILES TO A FORK
 HX2938'AND CHURCH ON THE RIGHT,
 HX2938'TAKE LEFT FORK AND CONTINUE WESTERLY ON MAIN TRAVELED DIRT ROAD FOR
 HX2938'1.0 MILE TO AZIMUTH
 HX2938'MARK ON THE LEFT.  CONTINUE WEST AND SOUTHWEST ON MAIN
 HX2938'TRAVELED DIRT ROAD FOR 1.7 MILES
 HX2938'TO SUMMIT AND A SIDE ROAD RIGHT AT WIRE
 HX2938'GATE.  TURN SHARP RIGHT PASSING THROUGH GATE AND GO
 HX2938'NORTHWEST UP HILL FOR
 HX2938'0.5 MILE TO STATION AS DESCRIBED.
 HX2938'
 HX2938'AZIMUTH MARK IS 32 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF DIRT
 HX2938'ROAD, 14 FEET
 HX2938'SOUTHWEST OF A 5 INCH MAPLE TREE AND I.7 FEET EAST OF METAL
 HX2938'WITNESS POST WITH SIGN.  IT IS
 HX2938'MARKED BY A STANDARD DISK CEMENTED FLUSH IN
 HX2938'DRILLHOLE IN ROCK AND THE DISK IS STAMPED RUSH
 HX2938'1961.
 HX2938'
 HX2938'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF FENCELINE AND 6.4 FEET
 HX2938'SOUTHWEST OF A SMALL
 HX2938'APPLE TREE.  IT IS MARKED BY A STANDARD DISK CEMENTED IN
 HX2938'THE TOP OF A 12 X 12 INCH
 HX2938'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 HX2938'SURFACE OF THE GROUND AND THE DISK IS
 HX2938'STAMPED RUSH NO 1 1961.
 HX2938'
 HX2938'REFERENCE MARK NO. 2 IS ON THE NORTHEAST SLOPE OF HILL IT IS 3 FEET
 HX2938'WEST OF A SMALL
 HX2938'ELM TREE.  IT IS MARKED BY A STANDARD DISK CEMENTED IN THE
 HX2938'TOP OF A 12 X 12 INCH CONCRETE
 HX2938'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE
 HX2938'GROUND AND THE DISK IS STAMPED RUSH NO 2 1961.
 HX2938'
 HX2938'HEIGHT OF LIGHT ABOVE STATION MARK 26.15 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2923 ***********************************************************************
 HX2923  DESIGNATION -  RUSH KNOB
 HX2923  PID         -  HX2923
 HX2923  STATE/COUNTY-  WV/LEWIS
 HX2923  USGS QUAD   -  PETERSON (1989)
 HX2923
 HX2923                         *CURRENT SURVEY CONTROL
 HX2923  ___________________________________________________________________
 HX2923* NAD 83(1995)-  38 55 26.05843(N)    080 32 42.97319(W)     ADJUSTED  
 HX2923* NAVD 88     -       509.0    (meters)    1670.     (feet)  VERTCON   
 HX2923  ___________________________________________________________________
 HX2923  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 HX2923  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HX2923
 HX2923  HORZ ORDER  -  SECOND
 HX2923
 HX2923.The horizontal coordinates were established by classical geodetic methods
 HX2923.and adjusted by the National Geodetic Survey in April 1998..
 HX2923
 HX2923.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2923
 HX2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2923
 HX2923.The geoid height was determined by GEOID03.
 HX2923
 HX2923;                    North         East     Units Scale Factor Converg.
 HX2923;SPC WV S     -   213,637.784   639,433.947   MT  1.00000890   +0 16 52.0
 HX2923;UTM  17      - 4,308,430.586   539,418.069   MT  0.99961913   +0 17 08.5
 HX2923
 HX2923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2923!SPC WV S     -   0.99992521  x   1.00000890  =   0.99993411
 HX2923!UTM  17      -   0.99992521  x   0.99961913  =   0.99954437
 HX2923
 HX2923|---------------------------------------------------------------------|
 HX2923| PID    Reference Object                     Distance      Geod. Az  |
 HX2923|                                                           dddmmss.s |
 HX2923| DC4242 RUSH KNOB RM 1                       19.938 METERS 01701     |
 HX2923| DB6898 RUSH KNOB AZ MK                                    1353343.2 |
 HX2923| DC4243 RUSH KNOB RM 2                       19.252 METERS 19142     |
 HX2923|---------------------------------------------------------------------|
 HX2923
 HX2923                          SUPERSEDED SURVEY CONTROL
 HX2923
 HX2923  NAD 83(1986)-  38 55 26.06376(N)    080 32 42.98334(W) AD(       ) 2
 HX2923  NAD 27      -  38 55 25.72010(N)    080 32 43.65420(W) AD(       ) 2
 HX2923  NGVD 29 (07/19/86)  509.2    (m)         1671.     (f) VERT ANG       
 HX2923
 HX2923.Superseded values are not recommended for survey control.
 HX2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2923.See file dsdata.txt to determine how the superseded data were derived.
 HX2923
 HX2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND3941808431(NAD 83)
 HX2923_MARKER: DS = TRIANGULATION STATION DISK
 HX2923_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX2923_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX2923
 HX2923  HISTORY     - Date     Condition        Report By
 HX2923  HISTORY     - 1956     MONUMENTED       CGS
 HX2923
 HX2923                          STATION DESCRIPTION
 HX2923
 HX2923'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2923'THE STATION IS LOCATED ON THE SUMMIT OF RUSH KNOB, ABOUT 9 MILES
 HX2923'SOUTH-SOUTHWEST OF WESTON AND
 HX2923'2-1/2 MILES WEST OF ROANOKE.  IT IS 28 FEET NORTH OF FENCE LINE, 28
 HX2923'FEET NORTH OF A LARGE
 HX2923'TRIANGLE-BLAZED OAK TREE AND 5-1/2 FEET WEST OF WITNESS POST.  THE
 HX2923'MARK PROJECTS ABOUT 4 INCHES AND THE
 HX2923'DISK IS STAMPED RUSH KNOB 1956.
 HX2923'
 HX2923'REFERENCE MARK NO. 1 IS 61 FEET NORTH OF WITNESS POST.  THE MARK
 HX2923'PROJECTS ABOUT 10 INCHES AND
 HX2923'THE DISK IS STAMPED RUSH KNOB NO 1 1956.
 HX2923'
 HX2923'REFERENCE MARK NO. 2 IS 45 FEET SOUTH OF A LARGE TRIANGLE-BLAZED OAK
 HX2923'TREE.  THE MARK PROJECTS
 HX2923'ABOUT 6 INCHES AND THE DISK IS STAMPED RUSH KNOB NO 2 1956.
 HX2923'
 HX2923'AZIMUTH MARK IS 8 FEET NORTHWEST OF APPROXIMATE CENTER LINE OF TRACK
 HX2923'ROAD AND 3-1/2 FEET SOUTH
 HX2923'OF WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 HX2923'STAMPED RUSH KNOB 1956.
 HX2923'
 HX2923'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 33, 119 AND 19 AT THE
 HX2923'BANK BUILDINGS IN WESTON.  GO
 HX2923'SOUTH ON U.S. HIGHWAY 19 FOR 9.95 MILES TO SIDE ROAD RIGHT.  (CANOE
 HX2923'RUN ROAD) TURN RIGHT (WEST) ON CANOE
 HX2923'RUN ROAD FOR 0.75 MILE TO FORKS, TAKE LEFT FORK AND GO
 HX2923'SOUTHERLY FOR 0.4 MILE TO FORKS, TAKE LEFT
 HX2923'FORK AND GO SOUTH AND WEST FOR 2.0 MILES
 HX2923'TO END OF ROAD AND HOUSE ON THE RIGHT.  FROM HERE IT IS
 HX2923'POSSIBLE TO DRIVE A 4-WHEEL
 HX2923'DRIVE VEHICLE TO STATION.  FROM THE END OF ROAD AND FARM HOUSE BEAR
 HX2923'LEFT AND GO WESTERLY UP OLD GRADE FOR
 HX2923'0.15 MILE TO AZIMUTH MARK ON RIGHT, CONTINUE ON OLD GRADE FOR 0.4
 HX2923'MILE TO TOP OF GRADE AND WIRE GATE
 HX2923'ON RIGHT, PASS THROUGH GATE AND CONTINUE WEST AND
 HX2923'NORTH ON DIM WOODS ROAD ALONG RIDGE FOR 0.65 MILE TO
 HX2923'HIGHEST POINT OF HILL AND STATION
 HX2923'AS DESCRIBED.
 HX2923'
 HX2923'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0105 ***********************************************************************
 JX0105  DESIGNATION -  RV 1
 JX0105  PID         -  JX0105
 JX0105  STATE/COUNTY-  WV/HARRISON
 JX0105  USGS QUAD   -  WALLACE (1978)
 JX0105
 JX0105                         *CURRENT SURVEY CONTROL
 JX0105  ___________________________________________________________________
 JX0105* NAD 83(1986)-  39 23 16.     (N)    080 27 08.     (W)     SCALED    
 JX0105* NAVD 88     -       302.299  (meters)     991.79   (feet)  ADJUSTED  
 JX0105  ___________________________________________________________________
 JX0105  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JX0105  DYNAMIC HT  -         302.114 (meters)     991.19  (feet)  COMP
 JX0105  MODELED GRAV-     980,007.3   (mgal)                       NAVD 88
 JX0105
 JX0105  VERT ORDER  -  SECOND    CLASS 0
 JX0105
 JX0105.The horizontal coordinates were scaled from a topographic map and have
 JX0105.an estimated accuracy of +/- 6 seconds.
 JX0105
 JX0105.The orthometric height was determined by differential leveling
 JX0105.and adjusted by the National Geodetic Survey in June 1991..
 JX0105
 JX0105.The geoid height was determined by GEOID03.
 JX0105
 JX0105.The dynamic height is computed by dividing the NAVD 88
 JX0105.geopotential number by the normal gravity value computed on the
 JX0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0105.degrees latitude (g = 980.6199 gals.).
 JX0105
 JX0105.The modeled gravity was interpolated from observed gravity values.
 JX0105
 JX0105;                    North         East    Units  Estimated Accuracy
 JX0105;SPC WV N     -    98,990.      517,970.      MT  (+/- 180 meters Scaled)
 JX0105
 JX0105                          SUPERSEDED SURVEY CONTROL
 JX0105
 JX0105  NGVD 29 (??/??/92)  302.468  (m)          992.35   (f) ADJ UNCH    2 0
 JX0105
 JX0105.Superseded values are not recommended for survey control.
 JX0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0105.See file dsdata.txt to determine how the superseded data were derived.
 JX0105
 JX0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND471599(NAD 83)
 JX0105_MARKER: R = RIVET
 JX0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0105_SP_SET: BRIDGE
 JX0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0105
 JX0105  HISTORY     - Date     Condition        Report By
 JX0105  HISTORY     - UNK      MONUMENTED       BORR
 JX0105  HISTORY     - 1935     GOOD             NGS
 JX0105
 JX0105                          STATION DESCRIPTION
 JX0105
 JX0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0105'2.7 MI SE FROM WALLACE.
 JX0105'2.7 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0105'THE STATION AT WALLACE, HARRISON COUNTY, AT A BRIDGE OVER LITTLE
 JX0105'TEN MILE CREEK, AND IN THE TOP OF THE NORTHEAST CORNER OF THE
 JX0105'NORTHWEST RETAINING-WALL COPING.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0794 ***********************************************************************
 KY0794  DESIGNATION -  RV 1
 KY0794  PID         -  KY0794
 KY0794  STATE/COUNTY-  WV/HANCOCK
 KY0794  USGS QUAD   -  WEIRTON (1994)
 KY0794
 KY0794                         *CURRENT SURVEY CONTROL
 KY0794  ___________________________________________________________________
 KY0794* NAD 83(1986)-  40 27 01.     (N)    080 36 00.     (W)     SCALED    
 KY0794* NAVD 88     -       204.642  (meters)     671.40   (feet)  POSTED    
 KY0794  ___________________________________________________________________
 KY0794  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KY0794  DYNAMIC HT  -         204.540 (meters)     671.06  (feet)  COMP
 KY0794  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 KY0794
 KY0794  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KY0794
 KY0794.The horizontal coordinates were scaled from a topographic map and have
 KY0794.an estimated accuracy of +/- 6 seconds.
 KY0794
 KY0794.The orthometric height was determined by differential leveling
 KY0794.and adjusted by the National Geodetic Survey in 1992..
 KY0794.No vertical observational check was made to the station.
 KY0794.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KY0794.was located on a no-check spur therefore a value was not computed.
 KY0794
 KY0794.The geoid height was determined by GEOID03.
 KY0794
 KY0794.The dynamic height is computed by dividing the NAVD 88
 KY0794.geopotential number by the normal gravity value computed on the
 KY0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0794.degrees latitude (g = 980.6199 gals.).
 KY0794
 KY0794.The modeled gravity was interpolated from observed gravity values.
 KY0794
 KY0794;                    North         East    Units  Estimated Accuracy
 KY0794;SPC WV N     -   217,100.      506,690.      MT  (+/- 180 meters Scaled)
 KY0794
 KY0794                          SUPERSEDED SURVEY CONTROL
 KY0794
 KY0794  NGVD 29 (??/??/92)  204.829  (m)          672.01   (f) ADJ UNCH    1 2
 KY0794
 KY0794.Superseded values are not recommended for survey control.
 KY0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0794.See file dsdata.txt to determine how the superseded data were derived.
 KY0794
 KY0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE339778(NAD 83)
 KY0794_MARKER: B = BOLT
 KY0794_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0794_SP_SET: BRIDGE
 KY0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0794
 KY0794  HISTORY     - Date     Condition        Report By
 KY0794  HISTORY     - UNK      MONUMENTED       PRR
 KY0794  HISTORY     - 1955     POOR             USGS
 KY0794  HISTORY     - 1955     POOR             USGS
 KY0794
 KY0794                          STATION DESCRIPTION
 KY0794
 KY0794'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KY0794'2.9 MI N FROM WEIRTON.
 KY0794'2.9 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THAT
 KY0794'STATION AT WEIRTON, HANCOCK COUNTY, 39 FEET SOUTH OF MILEPOST
 KY0794'4, AND AT THE NORTHWEST CORNER OF BRIDGE 4.04.  AN IRON BOLT.
 KY0794
 KY0794                          STATION RECOVERY (1955)
 KY0794
 KY0794'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KY0794'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0958 ***********************************************************************
 JW0958  DESIGNATION -  RV 1
 JW0958  PID         -  JW0958
 JW0958  STATE/COUNTY-  WV/MONONGALIA
 JW0958  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW0958
 JW0958                         *CURRENT SURVEY CONTROL
 JW0958  ___________________________________________________________________
 JW0958* NAD 83(1986)-  39 37 18.     (N)    079 55 32.     (W)     SCALED    
 JW0958* NAVD 88     -       261.039  (meters)     856.43   (feet)  ADJUSTED  
 JW0958  ___________________________________________________________________
 JW0958  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JW0958  DYNAMIC HT  -         260.885 (meters)     855.92  (feet)  COMP
 JW0958  MODELED GRAV-     980,033.0   (mgal)                       NAVD 88
 JW0958
 JW0958  VERT ORDER  -  SECOND    CLASS 0
 JW0958
 JW0958.The horizontal coordinates were scaled from a topographic map and have
 JW0958.an estimated accuracy of +/- 6 seconds.
 JW0958
 JW0958.The orthometric height was determined by differential leveling
 JW0958.and adjusted by the National Geodetic Survey in June 1991..
 JW0958
 JW0958.The geoid height was determined by GEOID03.
 JW0958
 JW0958.The dynamic height is computed by dividing the NAVD 88
 JW0958.geopotential number by the normal gravity value computed on the
 JW0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0958.degrees latitude (g = 980.6199 gals.).
 JW0958
 JW0958.The modeled gravity was interpolated from observed gravity values.
 JW0958
 JW0958;                    North         East    Units  Estimated Accuracy
 JW0958;SPC WV N     -   124,610.      563,460.      MT  (+/- 180 meters Scaled)
 JW0958
 JW0958                          SUPERSEDED SURVEY CONTROL
 JW0958
 JW0958  NGVD 29 (??/??/92)  261.153  (m)          856.80   (f) ADJ UNCH    2 0
 JW0958
 JW0958.Superseded values are not recommended for survey control.
 JW0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0958.See file dsdata.txt to determine how the superseded data were derived.
 JW0958
 JW0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND922863(NAD 83)
 JW0958_MARKER: R = RIVET
 JW0958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0958_SP_SET: BRIDGE
 JW0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0958
 JW0958  HISTORY     - Date     Condition        Report By
 JW0958  HISTORY     - UNK      MONUMENTED       BORR
 JW0958  HISTORY     - 1959     GOOD             NGS
 JW0958
 JW0958                          STATION DESCRIPTION
 JW0958
 JW0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JW0958'2.8 MI SE FROM MORGANTOWN.
 JW0958'2.8 MILES SE ALONG THE BALTIMORE AND OHIO RAILROAD TRACK FROM
 JW0958'THE STATION IN MORGANTOWN, 0.7 MILE SE OF THE FORMER STATION AT
 JW0958'SABRATON, IN THE TOP OF THE N ABUTMENT OF A RAILROAD BRIDGE
 JW0958'OVER DECKERS CREEK, 5.7 FEET W OF THE W RAIL, AND ABOUT 1 FOOT
 JW0958'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0732 ***********************************************************************
 JW0732  DESIGNATION -  RV 1
 JW0732  PID         -  JW0732
 JW0732  STATE/COUNTY-  WV/MINERAL
 JW0732  USGS QUAD   -  WESTERNPORT (1981)
 JW0732
 JW0732                         *CURRENT SURVEY CONTROL
 JW0732  ___________________________________________________________________
 JW0732* NAD 83(1986)-  39 28 33.     (N)    079 04 04.     (W)     SCALED    
 JW0732* NAVD 88     -       299.227  (meters)     981.71   (feet)  ADJUSTED  
 JW0732  ___________________________________________________________________
 JW0732  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 JW0732  DYNAMIC HT  -         299.023 (meters)     981.04  (feet)  COMP
 JW0732  MODELED GRAV-     979,938.2   (mgal)                       NAVD 88
 JW0732
 JW0732  VERT ORDER  -  SECOND    CLASS 0
 JW0732
 JW0732.The horizontal coordinates were scaled from a topographic map and have
 JW0732.an estimated accuracy of +/- 6 seconds.
 JW0732
 JW0732.The orthometric height was determined by differential leveling
 JW0732.and adjusted by the National Geodetic Survey in June 1991..
 JW0732
 JW0732.The geoid height was determined by GEOID03.
 JW0732
 JW0732.The dynamic height is computed by dividing the NAVD 88
 JW0732.geopotential number by the normal gravity value computed on the
 JW0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0732.degrees latitude (g = 980.6199 gals.).
 JW0732
 JW0732.The modeled gravity was interpolated from observed gravity values.
 JW0732
 JW0732;                    North         East    Units  Estimated Accuracy
 JW0732;SPC WV N     -   108,420.      637,190.      MT  (+/- 180 meters Scaled)
 JW0732
 JW0732                          SUPERSEDED SURVEY CONTROL
 JW0732
 JW0732  NGVD 29 (??/??/92)  299.392  (m)          982.26   (f) ADJ UNCH    2 0
 JW0732
 JW0732.Superseded values are not recommended for survey control.
 JW0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0732.See file dsdata.txt to determine how the superseded data were derived.
 JW0732
 JW0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD661713(NAD 83)
 JW0732_MARKER: R = RIVET
 JW0732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0732_SP_SET: TELLTALE PEDESTAL
 JW0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0732
 JW0732  HISTORY     - Date     Condition        Report By
 JW0732  HISTORY     - UNK      MONUMENTED       WMRR
 JW0732  HISTORY     - 1935     GOOD             NGS
 JW0732
 JW0732                          STATION DESCRIPTION
 JW0732
 JW0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0732'AT W VA CENTRAL JUNCTION.
 JW0732'AT WEST VIRGINIA CENTRAL JUNCTION, MINERAL COUNTY, ON THE WESTERN
 JW0732'MARYLAND RAILWAY, IN THE TOP OF THE BASE OF A TELLTALE PEDESTAL,
 JW0732'AND 21 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 JW0732'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0830 ***********************************************************************
 JW0830  DESIGNATION -  RV 10
 JW0830  PID         -  JW0830
 JW0830  STATE/COUNTY-  WV/PRESTON
 JW0830  USGS QUAD   -  KINGWOOD (1976)
 JW0830
 JW0830                         *CURRENT SURVEY CONTROL
 JW0830  ___________________________________________________________________
 JW0830* NAD 83(1986)-  39 26 49.     (N)    079 40 40.     (W)     SCALED    
 JW0830* NAVD 88     -       382.753  (meters)    1255.75   (feet)  ADJUSTED  
 JW0830  ___________________________________________________________________
 JW0830  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JW0830  DYNAMIC HT  -         382.514 (meters)    1254.96  (feet)  COMP
 JW0830  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 JW0830
 JW0830  VERT ORDER  -  SECOND    CLASS 0
 JW0830
 JW0830.The horizontal coordinates were scaled from a topographic map and have
 JW0830.an estimated accuracy of +/- 6 seconds.
 JW0830
 JW0830.The orthometric height was determined by differential leveling
 JW0830.and adjusted by the National Geodetic Survey in June 1991..
 JW0830
 JW0830.The geoid height was determined by GEOID03.
 JW0830
 JW0830.The dynamic height is computed by dividing the NAVD 88
 JW0830.geopotential number by the normal gravity value computed on the
 JW0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0830.degrees latitude (g = 980.6199 gals.).
 JW0830
 JW0830.The modeled gravity was interpolated from observed gravity values.
 JW0830
 JW0830;                    North         East    Units  Estimated Accuracy
 JW0830;SPC WV N     -   105,140.      584,700.      MT  (+/- 180 meters Scaled)
 JW0830
 JW0830                          SUPERSEDED SURVEY CONTROL
 JW0830
 JW0830  NGVD 29 (??/??/92)  382.942  (m)         1256.37   (f) ADJ UNCH    2 0
 JW0830
 JW0830.Superseded values are not recommended for survey control.
 JW0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0830.See file dsdata.txt to determine how the superseded data were derived.
 JW0830
 JW0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD137672(NAD 83)
 JW0830_MARKER: R = RIVET
 JW0830_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0830_SP_SET: BRIDGE
 JW0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0830
 JW0830  HISTORY     - Date     Condition        Report By
 JW0830  HISTORY     - UNK      MONUMENTED       BORR
 JW0830  HISTORY     - 1935     GOOD             NGS
 JW0830
 JW0830                          STATION DESCRIPTION
 JW0830
 JW0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0830'4.4 MI S FROM ALBRIGHT.
 JW0830'4.4 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0830'STATION AT ALBRIGHT, PRESTON COUNTY, 75 FEET SOUTH OF THE SECOND
 JW0830'POLE SOUTH OF MILEAGE SIGN 38.5, AT A BRIDGE, IN THE TOP OF THE
 JW0830'EAST CORNER OF THE NORTH STONE ABUTMENT, AND 12 FEET SOUTHEAST OF
 JW0830'THE SOUTHEAST RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1892 ***********************************************************************
 HW1892  DESIGNATION -  RV 10 WMRR
 HW1892  PID         -  HW1892
 HW1892  STATE/COUNTY-  WV/RANDOLPH
 HW1892  USGS QUAD   -  ELKINS (1995)
 HW1892
 HW1892                         *CURRENT SURVEY CONTROL
 HW1892  ___________________________________________________________________
 HW1892* NAD 83(1986)-  38 54 51.     (N)    079 51 52.     (W)     SCALED    
 HW1892* NAVD 88     -       588.487  (meters)    1930.73   (feet)  ADJUSTED  
 HW1892  ___________________________________________________________________
 HW1892  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HW1892  DYNAMIC HT  -         588.069 (meters)    1929.36  (feet)  COMP
 HW1892  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 HW1892
 HW1892  VERT ORDER  -  FIRST     CLASS II
 HW1892
 HW1892.The horizontal coordinates were scaled from a topographic map and have
 HW1892.an estimated accuracy of +/- 6 seconds.
 HW1892
 HW1892.The orthometric height was determined by differential leveling
 HW1892.and adjusted by the National Geodetic Survey in June 1991..
 HW1892
 HW1892.The geoid height was determined by GEOID03.
 HW1892
 HW1892.The dynamic height is computed by dividing the NAVD 88
 HW1892.geopotential number by the normal gravity value computed on the
 HW1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1892.degrees latitude (g = 980.6199 gals.).
 HW1892
 HW1892.The modeled gravity was interpolated from observed gravity values.
 HW1892
 HW1892;                    North         East    Units  Estimated Accuracy
 HW1892;SPC WV S     -   213,060.      698,490.      MT  (+/- 180 meters Scaled)
 HW1892
 HW1892                          SUPERSEDED SURVEY CONTROL
 HW1892
 HW1892  NGVD 29 (??/??/92)  588.659  (m)         1931.29   (f) ADJ UNCH    1 2
 HW1892
 HW1892.Superseded values are not recommended for survey control.
 HW1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1892.See file dsdata.txt to determine how the superseded data were derived.
 HW1892
 HW1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND984078(NAD 83)
 HW1892_MARKER: R = RIVET
 HW1892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1892_SP_SET: BRIDGE
 HW1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1892
 HW1892  HISTORY     - Date     Condition        Report By
 HW1892  HISTORY     - UNK      MONUMENTED       WMRR
 HW1892  HISTORY     - 1933     GOOD             NGS
 HW1892  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1892
 HW1892                          STATION DESCRIPTION
 HW1892
 HW1892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1892'1.1 MI SW FROM ELKINS.
 HW1892'1.1 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1892'STATION AT ELKINS, RANDOLPH COUNTY, 200 FEET FROM ELKINS JUNCTION,
 HW1892'IN THE CONCRETE BASE OF THE OVERHEAD BRIDGE OF THE HIGHWAY TO
 HW1892'THE ODD FELLOWS HOME, 3 YARDS SOUTH OF THE CENTERLINE OF THE MAIN
 HW1892'TRACK, AND ABOUT 1/2 FOOT HIGHER THAN THE RAIL.  A STANDARD
 HW1892'MONE-METAL RIVET.
 HW1892
 HW1892                          STATION RECOVERY (1983)
 HW1892
 HW1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1892'NOT RECOVERED, THE DESCRIPTION IS INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0935 ***********************************************************************
 HY0935  DESIGNATION -  RV 100
 HY0935  PID         -  HY0935
 HY0935  STATE/COUNTY-  WV/WAYNE
 HY0935  USGS QUAD   -  LOUISA (1993)
 HY0935
 HY0935                         *CURRENT SURVEY CONTROL
 HY0935  ___________________________________________________________________
 HY0935* NAD 83(1986)-  38 04 06.     (N)    082 32 54.     (W)     SCALED    
 HY0935* NAVD 88     -       178.868  (meters)     586.84   (feet)  ADJUSTED  
 HY0935  ___________________________________________________________________
 HY0935  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HY0935  DYNAMIC HT  -         178.742 (meters)     586.42  (feet)  COMP
 HY0935  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 HY0935
 HY0935  VERT ORDER  -  SECOND    CLASS 0
 HY0935
 HY0935.The horizontal coordinates were scaled from a topographic map and have
 HY0935.an estimated accuracy of +/- 6 seconds.
 HY0935
 HY0935.The orthometric height was determined by differential leveling
 HY0935.and adjusted by the National Geodetic Survey in June 1991..
 HY0935
 HY0935.The geoid height was determined by GEOID03.
 HY0935
 HY0935.The dynamic height is computed by dividing the NAVD 88
 HY0935.geopotential number by the normal gravity value computed on the
 HY0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0935.degrees latitude (g = 980.6199 gals.).
 HY0935
 HY0935.The modeled gravity was interpolated from observed gravity values.
 HY0935
 HY0935;                    North         East    Units  Estimated Accuracy
 HY0935;SPC WV S     -   119,710.      464,150.      MT  (+/- 180 meters Scaled)
 HY0935
 HY0935                          SUPERSEDED SURVEY CONTROL
 HY0935
 HY0935  NGVD 29 (??/??/92)  179.087  (m)          587.55   (f) ADJ UNCH    2 0
 HY0935
 HY0935.Superseded values are not recommended for survey control.
 HY0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0935.See file dsdata.txt to determine how the superseded data were derived.
 HY0935
 HY0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC641145(NAD 83)
 HY0935_MARKER: R = RIVET
 HY0935_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0935_SP_SET: RETAINING WALL
 HY0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0935
 HY0935  HISTORY     - Date     Condition        Report By
 HY0935  HISTORY     - UNK      MONUMENTED       NWRR
 HY0935  HISTORY     - 1935     GOOD             NGS
 HY0935
 HY0935                          STATION DESCRIPTION
 HY0935
 HY0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0935'1 MI S FROM SALTPETRE.
 HY0935'1.0 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HY0935'STATION AT SALTPETRE, WAYNE COUNTY, 5-1/2 RAILS SOUTH OF MILEPOST
 HY0935'NA 29, AT A PRIVATE-ROAD CROSSING, 13.8 FEET EAST OF THE EAST
 HY0935'RAIL, 8 FEET SOUTH OF THE CENTERLINE OF THE PRIVATE ROAD, IN
 HY0935'THE TOP OF A STONE MASONRY RETAINING WALL, AND 0.8 FOOT NORTHEAST
 HY0935'OF THE SOUTHWEST EDGE.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0936 ***********************************************************************
 HY0936  DESIGNATION -  RV 102
 HY0936  PID         -  HY0936
 HY0936  STATE/COUNTY-  WV/WAYNE
 HY0936  USGS QUAD   -  LOUISA (1993)
 HY0936
 HY0936                         *CURRENT SURVEY CONTROL
 HY0936  ___________________________________________________________________
 HY0936* NAD 83(1986)-  38 03 31.     (N)    082 32 37.     (W)     SCALED    
 HY0936* NAVD 88     -       178.419  (meters)     585.36   (feet)  ADJUSTED  
 HY0936  ___________________________________________________________________
 HY0936  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HY0936  DYNAMIC HT  -         178.293 (meters)     584.95  (feet)  COMP
 HY0936  MODELED GRAV-     979,919.2   (mgal)                       NAVD 88
 HY0936
 HY0936  VERT ORDER  -  SECOND    CLASS 0
 HY0936
 HY0936.The horizontal coordinates were scaled from a topographic map and have
 HY0936.an estimated accuracy of +/- 6 seconds.
 HY0936
 HY0936.The orthometric height was determined by differential leveling
 HY0936.and adjusted by the National Geodetic Survey in June 1991..
 HY0936
 HY0936.The geoid height was determined by GEOID03.
 HY0936
 HY0936.The dynamic height is computed by dividing the NAVD 88
 HY0936.geopotential number by the normal gravity value computed on the
 HY0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0936.degrees latitude (g = 980.6199 gals.).
 HY0936
 HY0936.The modeled gravity was interpolated from observed gravity values.
 HY0936
 HY0936;                    North         East    Units  Estimated Accuracy
 HY0936;SPC WV S     -   118,620.      464,550.      MT  (+/- 180 meters Scaled)
 HY0936
 HY0936                          SUPERSEDED SURVEY CONTROL
 HY0936
 HY0936  NGVD 29 (??/??/92)  178.639  (m)          586.08   (f) ADJ UNCH    2 0
 HY0936
 HY0936.Superseded values are not recommended for survey control.
 HY0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0936.See file dsdata.txt to determine how the superseded data were derived.
 HY0936
 HY0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC645134(NAD 83)
 HY0936_MARKER: R = RIVET
 HY0936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0936_SP_SET: CULVERT
 HY0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0936
 HY0936  HISTORY     - Date     Condition        Report By
 HY0936  HISTORY     - UNK      MONUMENTED       NWRR
 HY0936  HISTORY     - 1935     GOOD             NGS
 HY0936
 HY0936                          STATION DESCRIPTION
 HY0936
 HY0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0936'1.7 MI S FROM SALTPETRE.
 HY0936'1.7 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HY0936'STATION AT SALTPETRE, WAYNE COUNTY, 0.2 MILE NORTH OF MILEPOST
 HY0936'NA 28, 0.25 MILE NORTH OF SEMAPHORE S 278, AT A CONCRETE CULVERT,
 HY0936'IN THE TOP OF THE NORTHWEST CORNER OF THE WEST HEADWALL, 19.6
 HY0936'FEET WEST OF THE WEST RAIL, AND 3 INCHES FROM THE CORNER OF
 HY0936'THE HEADWALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0938 ***********************************************************************
 HY0938  DESIGNATION -  RV 103
 HY0938  PID         -  HY0938
 HY0938  STATE/COUNTY-  WV/WAYNE
 HY0938  USGS QUAD   -  LOUISA (1993)
 HY0938
 HY0938                         *CURRENT SURVEY CONTROL
 HY0938  ___________________________________________________________________
 HY0938* NAD 83(1986)-  38 02 58.     (N)    082 32 28.     (W)     SCALED    
 HY0938* NAVD 88     -       178.451  (meters)     585.47   (feet)  ADJUSTED  
 HY0938  ___________________________________________________________________
 HY0938  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HY0938  DYNAMIC HT  -         178.325 (meters)     585.05  (feet)  COMP
 HY0938  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 HY0938
 HY0938  VERT ORDER  -  SECOND    CLASS 0
 HY0938
 HY0938.The horizontal coordinates were scaled from a topographic map and have
 HY0938.an estimated accuracy of +/- 6 seconds.
 HY0938
 HY0938.The orthometric height was determined by differential leveling
 HY0938.and adjusted by the National Geodetic Survey in June 1991..
 HY0938
 HY0938.The geoid height was determined by GEOID03.
 HY0938
 HY0938.The dynamic height is computed by dividing the NAVD 88
 HY0938.geopotential number by the normal gravity value computed on the
 HY0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0938.degrees latitude (g = 980.6199 gals.).
 HY0938
 HY0938.The modeled gravity was interpolated from observed gravity values.
 HY0938
 HY0938;                    North         East    Units  Estimated Accuracy
 HY0938;SPC WV S     -   117,600.      464,750.      MT  (+/- 180 meters Scaled)
 HY0938
 HY0938                          SUPERSEDED SURVEY CONTROL
 HY0938
 HY0938  NGVD 29 (??/??/92)  178.671  (m)          586.19   (f) ADJ UNCH    2 0
 HY0938
 HY0938.Superseded values are not recommended for survey control.
 HY0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0938.See file dsdata.txt to determine how the superseded data were derived.
 HY0938
 HY0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC647124(NAD 83)
 HY0938_MARKER: R = RIVET
 HY0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0938_SP_SET: CULVERT
 HY0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0938
 HY0938  HISTORY     - Date     Condition        Report By
 HY0938  HISTORY     - UNK      MONUMENTED       NWRR
 HY0938  HISTORY     - 1935     GOOD             NGS
 HY0938
 HY0938                          STATION DESCRIPTION
 HY0938
 HY0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0938'2.4 MI S FROM SALTPETRE.
 HY0938'2.4 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HY0938'STATION AT SALTPETRE, WAYNE COUNTY, 0.4 MILE SOUTH OF MILEPOST
 HY0938'NA 28, AT A PRIVATE-ROAD CROSSING, 48 FEET NORTH OF THE CENTERLINE
 HY0938'OF THE PRIVATE ROAD, 15.8 FEET EAST OF THE EAST RAIL, 65 FEET
 HY0938'WEST OF THE CENTERLINE OF THE RIVER ROAD, AT A CONCRETE CULVERT
 HY0938'UNDER THE TRACK, IN THE TOP OF THE NORTHEAST CORNER OF THE
 HY0938'EAST HEADWALL, 3 INCHES FROM THE CORNER, AND ABOUT 4 FEET BELOW
 HY0938'THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0939 ***********************************************************************
 HY0939  DESIGNATION -  RV 104
 HY0939  PID         -  HY0939
 HY0939  STATE/COUNTY-  WV/WAYNE
 HY0939  USGS QUAD   -  LOUISA (1993)
 HY0939
 HY0939                         *CURRENT SURVEY CONTROL
 HY0939  ___________________________________________________________________
 HY0939* NAD 83(1986)-  38 02 37.     (N)    082 32 09.     (W)     SCALED    
 HY0939* NAVD 88     -       180.496  (meters)     592.18   (feet)  ADJUSTED  
 HY0939  ___________________________________________________________________
 HY0939  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HY0939  DYNAMIC HT  -         180.368 (meters)     591.76  (feet)  COMP
 HY0939  MODELED GRAV-     979,916.8   (mgal)                       NAVD 88
 HY0939
 HY0939  VERT ORDER  -  SECOND    CLASS 0
 HY0939
 HY0939.The horizontal coordinates were scaled from a topographic map and have
 HY0939.an estimated accuracy of +/- 6 seconds.
 HY0939
 HY0939.The orthometric height was determined by differential leveling
 HY0939.and adjusted by the National Geodetic Survey in June 1991..
 HY0939
 HY0939.The geoid height was determined by GEOID03.
 HY0939
 HY0939.The dynamic height is computed by dividing the NAVD 88
 HY0939.geopotential number by the normal gravity value computed on the
 HY0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0939.degrees latitude (g = 980.6199 gals.).
 HY0939
 HY0939.The modeled gravity was interpolated from observed gravity values.
 HY0939
 HY0939;                    North         East    Units  Estimated Accuracy
 HY0939;SPC WV S     -   116,950.      465,200.      MT  (+/- 180 meters Scaled)
 HY0939
 HY0939                          SUPERSEDED SURVEY CONTROL
 HY0939
 HY0939  NGVD 29 (??/??/92)  180.716  (m)          592.90   (f) ADJ UNCH    2 0
 HY0939
 HY0939.Superseded values are not recommended for survey control.
 HY0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0939.See file dsdata.txt to determine how the superseded data were derived.
 HY0939
 HY0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC652117(NAD 83)
 HY0939_MARKER: R = RIVET
 HY0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0939_SP_SET: POLE BASE
 HY0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0939
 HY0939  HISTORY     - Date     Condition        Report By
 HY0939  HISTORY     - UNK      MONUMENTED       NWRR
 HY0939  HISTORY     - 1935     GOOD             NGS
 HY0939
 HY0939                          STATION DESCRIPTION
 HY0939
 HY0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0939'2.3 MI N FROM GLENHAYES.
 HY0939'2.3 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HY0939'STATION AT GLENHAYES, WAYNE COUNTY, 45 FEET NORTH OF MILEPOST
 HY0939'NA 27, 26.8 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 25 FEET
 HY0939'WEST OF THE CENTERLINE OF THE RIVER ROAD, AT A STEEL HIGH-TENSION
 HY0939'POLE, AT THE SOUTHWEST CORNER OF THE CONCRETE BASE, 2 INCHES
 HY0939'FROM THE CORNER, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAIL.
 HY0939'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0940 ***********************************************************************
 HY0940  DESIGNATION -  RV 105
 HY0940  PID         -  HY0940
 HY0940  STATE/COUNTY-  WV/WAYNE
 HY0940  USGS QUAD   -  LOUISA (1993)
 HY0940
 HY0940                         *CURRENT SURVEY CONTROL
 HY0940  ___________________________________________________________________
 HY0940* NAD 83(1986)-  38 02 10.     (N)    082 32 12.     (W)     SCALED    
 HY0940* NAVD 88     -       178.909  (meters)     586.97   (feet)  ADJUSTED  
 HY0940  ___________________________________________________________________
 HY0940  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HY0940  DYNAMIC HT  -         178.782 (meters)     586.55  (feet)  COMP
 HY0940  MODELED GRAV-     979,916.0   (mgal)                       NAVD 88
 HY0940
 HY0940  VERT ORDER  -  SECOND    CLASS 0
 HY0940
 HY0940.The horizontal coordinates were scaled from a topographic map and have
 HY0940.an estimated accuracy of +/- 6 seconds.
 HY0940
 HY0940.The orthometric height was determined by differential leveling
 HY0940.and adjusted by the National Geodetic Survey in June 1991..
 HY0940
 HY0940.The geoid height was determined by GEOID03.
 HY0940
 HY0940.The dynamic height is computed by dividing the NAVD 88
 HY0940.geopotential number by the normal gravity value computed on the
 HY0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0940.degrees latitude (g = 980.6199 gals.).
 HY0940
 HY0940.The modeled gravity was interpolated from observed gravity values.
 HY0940
 HY0940;                    North         East    Units  Estimated Accuracy
 HY0940;SPC WV S     -   116,110.      465,110.      MT  (+/- 180 meters Scaled)
 HY0940
 HY0940                          SUPERSEDED SURVEY CONTROL
 HY0940
 HY0940  NGVD 29 (??/??/92)  179.130  (m)          587.70   (f) ADJ UNCH    2 0
 HY0940
 HY0940.Superseded values are not recommended for survey control.
 HY0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0940.See file dsdata.txt to determine how the superseded data were derived.
 HY0940
 HY0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC651109(NAD 83)
 HY0940_MARKER: R = RIVET
 HY0940_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0940_SP_SET: CULVERT
 HY0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0940
 HY0940  HISTORY     - Date     Condition        Report By
 HY0940  HISTORY     - UNK      MONUMENTED       NWRR
 HY0940  HISTORY     - 1935     GOOD             NGS
 HY0940
 HY0940                          STATION DESCRIPTION
 HY0940
 HY0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0940'1.8 MI N FROM GLENHAYES.
 HY0940'1.8 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HY0940'STATION AT GLENHAYES, WAYNE COUNTY, 0.4 MILE NORTH OF MILEPOST
 HY0940'NA 26, 0.2 MILE NORTH OF SEMAPHORE S 261, AT A CONCRETE CULVERT,
 HY0940'IN THE TOP OF THE NORTHEAST CORNER OF THE EAST HEADWALL, 16.4
 HY0940'FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 3 INCHES FROM THE
 HY0940'CORNER, AND ABOUT 4 FEET BELOW THE LEVEL OF THE RAIL.  A STANDARD
 HY0940'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0942 ***********************************************************************
 HY0942  DESIGNATION -  RV 107
 HY0942  PID         -  HY0942
 HY0942  STATE/COUNTY-  WV/WAYNE
 HY0942  USGS QUAD   -  LOUISA (1993)
 HY0942
 HY0942                         *CURRENT SURVEY CONTROL
 HY0942  ___________________________________________________________________
 HY0942* NAD 83(1986)-  38 01 36.     (N)    082 31 31.     (W)     SCALED    
 HY0942* NAVD 88     -       179.049  (meters)     587.43   (feet)  ADJUSTED  
 HY0942  ___________________________________________________________________
 HY0942  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HY0942  DYNAMIC HT  -         178.922 (meters)     587.01  (feet)  COMP
 HY0942  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 HY0942
 HY0942  VERT ORDER  -  SECOND    CLASS 0
 HY0942
 HY0942.The horizontal coordinates were scaled from a topographic map and have
 HY0942.an estimated accuracy of +/- 6 seconds.
 HY0942
 HY0942.The orthometric height was determined by differential leveling
 HY0942.and adjusted by the National Geodetic Survey in June 1991..
 HY0942
 HY0942.The geoid height was determined by GEOID03.
 HY0942
 HY0942.The dynamic height is computed by dividing the NAVD 88
 HY0942.geopotential number by the normal gravity value computed on the
 HY0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0942.degrees latitude (g = 980.6199 gals.).
 HY0942
 HY0942.The modeled gravity was interpolated from observed gravity values.
 HY0942
 HY0942;                    North         East    Units  Estimated Accuracy
 HY0942;SPC WV S     -   115,050.      466,100.      MT  (+/- 180 meters Scaled)
 HY0942
 HY0942                          SUPERSEDED SURVEY CONTROL
 HY0942
 HY0942  NGVD 29 (??/??/92)  179.273  (m)          588.16   (f) ADJ UNCH    2 0
 HY0942
 HY0942.Superseded values are not recommended for survey control.
 HY0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0942.See file dsdata.txt to determine how the superseded data were derived.
 HY0942
 HY0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC661098(NAD 83)
 HY0942_MARKER: R = RIVET
 HY0942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0942_SP_SET: CULVERT
 HY0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0942
 HY0942  HISTORY     - Date     Condition        Report By
 HY0942  HISTORY     - UNK      MONUMENTED       NWRR
 HY0942  HISTORY     - 1952     GOOD             NGS
 HY0942
 HY0942                          STATION DESCRIPTION
 HY0942
 HY0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HY0942'0.9 MI N FROM GLENHAYES.
 HY0942'0.9 MILE NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HY0942'STATION AT GLENHAYES, 0.4 MILE SOUTH OF MILEPOST NA 26, 25
 HY0942'FEET WEST OF THE CENTERLINE OF THE RIVER ROAD, AT A CONCRETE
 HY0942'CULVERT UNDER THE TRACK, IN THE TOP OF THE SOUTHEAST CORNER OF
 HY0942'THE EAST HEADWALL, 20 FEET EAST OF THE EAST RAIL OF THE EAST
 HY0942'TRACK, 3 INCHES FROM THE CORNER OF THE HEADWALL, AND ABOUT 5 FEET
 HY0942'BELOW THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0867 ***********************************************************************
 KY0867  DESIGNATION -  RV 11
 KY0867  PID         -  KY0867
 KY0867  STATE/COUNTY-  WV/OHIO
 KY0867  USGS QUAD   -  VALLEY GROVE (1981)
 KY0867
 KY0867                         *CURRENT SURVEY CONTROL
 KY0867  ___________________________________________________________________
 KY0867* NAD 83(1986)-  40 04 14.     (N)    080 36 00.     (W)     SCALED    
 KY0867* NAVD 88     -       252.566  (meters)     828.63   (feet)  ADJUSTED  
 KY0867  ___________________________________________________________________
 KY0867  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0867  DYNAMIC HT  -         252.424 (meters)     828.16  (feet)  COMP
 KY0867  MODELED GRAV-     980,058.9   (mgal)                       NAVD 88
 KY0867
 KY0867  VERT ORDER  -  SECOND    CLASS 0
 KY0867
 KY0867.The horizontal coordinates were scaled from a topographic map and have
 KY0867.an estimated accuracy of +/- 6 seconds.
 KY0867
 KY0867.The orthometric height was determined by differential leveling
 KY0867.and adjusted by the National Geodetic Survey in June 1991..
 KY0867
 KY0867.The geoid height was determined by GEOID03.
 KY0867
 KY0867.The dynamic height is computed by dividing the NAVD 88
 KY0867.geopotential number by the normal gravity value computed on the
 KY0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0867.degrees latitude (g = 980.6199 gals.).
 KY0867
 KY0867.The modeled gravity was interpolated from observed gravity values.
 KY0867
 KY0867;                    North         East    Units  Estimated Accuracy
 KY0867;SPC WV N     -   174,940.      506,170.      MT  (+/- 180 meters Scaled)
 KY0867
 KY0867                          SUPERSEDED SURVEY CONTROL
 KY0867
 KY0867  NGVD 29 (??/??/92)  252.716  (m)          829.12   (f) ADJ UNCH    2 0
 KY0867
 KY0867.Superseded values are not recommended for survey control.
 KY0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0867.See file dsdata.txt to determine how the superseded data were derived.
 KY0867
 KY0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE341356(NAD 83)
 KY0867_MARKER: R = RIVET
 KY0867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0867_SP_SET: BRIDGE
 KY0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0867
 KY0867  HISTORY     - Date     Condition        Report By
 KY0867  HISTORY     - UNK      MONUMENTED       BORR
 KY0867  HISTORY     - 1960     GOOD             NGS
 KY0867
 KY0867                          STATION DESCRIPTION
 KY0867
 KY0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0867'4 MI E FROM ELM GROVE.
 KY0867'ABOUT 4.0 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY0867'STATION AT ELM GROVE, AT RONEYS POINT, AT MILEAGE POLE 58+30,
 KY0867'10 1/2 FEET WEST OF THE WEST RAIL, IN TOP OF THE WEST END OF THE
 KY0867'NORTH CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 178 OVER LITTLE
 KY0867'WHEELING CREEK, 0.7 FOOT EAST OF THE WEST END OF BACK WALL OF
 KY0867'CONCRETE ABUTMENT, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 KY0867'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1897 ***********************************************************************
 HW1897  DESIGNATION -  RV 11
 HW1897  PID         -  HW1897
 HW1897  STATE/COUNTY-  WV/RANDOLPH
 HW1897  USGS QUAD   -  ELKINS (1995)
 HW1897
 HW1897                         *CURRENT SURVEY CONTROL
 HW1897  ___________________________________________________________________
 HW1897* NAD 83(1986)-  38 54 59.     (N)    079 50 38.     (W)     SCALED    
 HW1897* NAVD 88     -       591.499  (meters)    1940.61   (feet)  POSTED    
 HW1897  ___________________________________________________________________
 HW1897  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HW1897  DYNAMIC HT  -         591.080 (meters)    1939.23  (feet)  COMP
 HW1897  MODELED GRAV-     979,898.1   (mgal)                       NAVD 88
 HW1897
 HW1897  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HW1897
 HW1897.The horizontal coordinates were scaled from a topographic map and have
 HW1897.an estimated accuracy of +/- 6 seconds.
 HW1897
 HW1897.The orthometric height was determined by differential leveling
 HW1897.and adjusted by the National Geodetic Survey in 1992..
 HW1897.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HW1897.rate of 1.1 thru 2.0 mm/km.
 HW1897
 HW1897.The geoid height was determined by GEOID03.
 HW1897
 HW1897.The dynamic height is computed by dividing the NAVD 88
 HW1897.geopotential number by the normal gravity value computed on the
 HW1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1897.degrees latitude (g = 980.6199 gals.).
 HW1897
 HW1897.The modeled gravity was interpolated from observed gravity values.
 HW1897
 HW1897;                    North         East    Units  Estimated Accuracy
 HW1897;SPC WV S     -   213,330.      700,270.      MT  (+/- 180 meters Scaled)
 HW1897
 HW1897                          SUPERSEDED SURVEY CONTROL
 HW1897
 HW1897  NGVD 29 (??/??/92)  591.671  (m)         1941.17   (f) ADJ UNCH    1 2
 HW1897
 HW1897.Superseded values are not recommended for survey control.
 HW1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1897.See file dsdata.txt to determine how the superseded data were derived.
 HW1897
 HW1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD002081(NAD 83)
 HW1897_MARKER: R = RIVET
 HW1897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1897_SP_SET: BRIDGE
 HW1897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1897
 HW1897  HISTORY     - Date     Condition        Report By
 HW1897  HISTORY     - UNK      MONUMENTED       WMRR
 HW1897  HISTORY     - 1933     POOR             NGS
 HW1897  HISTORY     - 1964     MARK NOT FOUND   NGS
 HW1897
 HW1897                          STATION DESCRIPTION
 HW1897
 HW1897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1897'0.8 MI E FROM ELKINS.
 HW1897'0.8 MILE EAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE STATION
 HW1897'AT ELKINS, RANDOLPH COUNTY, AT THE BRIDGE OVER BEVERLY PIKE, IN
 HW1897'THE TOP OF THE SECOND STEP FROM THE TOP OF THE SOUTHEAST WING
 HW1897'WALL, 4 YARDS SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 3
 HW1897'FEET LOWER THAN THE RAIL.  A STANDARD MONEL-METAL RIVET.
 HW1897'NOTE-- NEW CONCRETE CONSTRUCTION ON THE WING WALL INDICATES THAT
 HW1897'THE MARK WAS COVERED AND/OR DESTROYED.
 HW1897
 HW1897                          STATION RECOVERY (1964)
 HW1897
 HW1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW1897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0831 ***********************************************************************
 JW0831  DESIGNATION -  RV 11
 JW0831  PID         -  JW0831
 JW0831  STATE/COUNTY-  WV/PRESTON
 JW0831  USGS QUAD   -  KINGWOOD (1976)
 JW0831
 JW0831                         *CURRENT SURVEY CONTROL
 JW0831  ___________________________________________________________________
 JW0831* NAD 83(1986)-  39 26 21.     (N)    079 41 03.     (W)     SCALED    
 JW0831* NAVD 88     -       386.161  (meters)    1266.93   (feet)  ADJUSTED  
 JW0831  ___________________________________________________________________
 JW0831  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JW0831  DYNAMIC HT  -         385.921 (meters)    1266.14  (feet)  COMP
 JW0831  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 JW0831
 JW0831  VERT ORDER  -  SECOND    CLASS 0
 JW0831
 JW0831.The horizontal coordinates were scaled from a topographic map and have
 JW0831.an estimated accuracy of +/- 6 seconds.
 JW0831
 JW0831.The orthometric height was determined by differential leveling
 JW0831.and adjusted by the National Geodetic Survey in June 1991..
 JW0831
 JW0831.The geoid height was determined by GEOID03.
 JW0831
 JW0831.The dynamic height is computed by dividing the NAVD 88
 JW0831.geopotential number by the normal gravity value computed on the
 JW0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0831.degrees latitude (g = 980.6199 gals.).
 JW0831
 JW0831.The modeled gravity was interpolated from observed gravity values.
 JW0831
 JW0831;                    North         East    Units  Estimated Accuracy
 JW0831;SPC WV N     -   104,280.      584,150.      MT  (+/- 180 meters Scaled)
 JW0831
 JW0831                          SUPERSEDED SURVEY CONTROL
 JW0831
 JW0831  NGVD 29 (??/??/92)  386.353  (m)         1267.56   (f) ADJ UNCH    2 0
 JW0831
 JW0831.Superseded values are not recommended for survey control.
 JW0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0831.See file dsdata.txt to determine how the superseded data were derived.
 JW0831
 JW0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD132663(NAD 83)
 JW0831_MARKER: R = RIVET
 JW0831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0831_SP_SET: BRIDGE
 JW0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0831
 JW0831  HISTORY     - Date     Condition        Report By
 JW0831  HISTORY     - UNK      MONUMENTED       BORR
 JW0831  HISTORY     - 1935     GOOD             NGS
 JW0831
 JW0831                          STATION DESCRIPTION
 JW0831
 JW0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0831'5 MI S FROM ALBRIGHT.
 JW0831'5 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0831'STATION AT ALBRIGHT, PRESTON COUNTY, 3 POLES SOUTH OF MILEAGE
 JW0831'SIGN 38.30, AT A BRIDGE, AND IN THE TOP OF THE NORTHWEST
 JW0831'ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0946 ***********************************************************************
 HY0946  DESIGNATION -  RV 110
 HY0946  PID         -  HY0946
 HY0946  STATE/COUNTY-  WV/WAYNE
 HY0946  USGS QUAD   -  LOUISA (1993)
 HY0946
 HY0946                         *CURRENT SURVEY CONTROL
 HY0946  ___________________________________________________________________
 HY0946* NAD 83(1986)-  38 00 22.     (N)    082 30 47.     (W)     SCALED    
 HY0946* NAVD 88     -       180.660  (meters)     592.72   (feet)  ADJUSTED  
 HY0946  ___________________________________________________________________
 HY0946  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HY0946  DYNAMIC HT  -         180.530 (meters)     592.29  (feet)  COMP
 HY0946  MODELED GRAV-     979,909.4   (mgal)                       NAVD 88
 HY0946
 HY0946  VERT ORDER  -  SECOND    CLASS 0
 HY0946
 HY0946.The horizontal coordinates were scaled from a topographic map and have
 HY0946.an estimated accuracy of +/- 6 seconds.
 HY0946
 HY0946.The orthometric height was determined by differential leveling
 HY0946.and adjusted by the National Geodetic Survey in June 1991..
 HY0946.WARNING-Repeat measurements at this control monument indicate possible
 HY0946.vertical movement.
 HY0946
 HY0946.The geoid height was determined by GEOID03.
 HY0946
 HY0946.The dynamic height is computed by dividing the NAVD 88
 HY0946.geopotential number by the normal gravity value computed on the
 HY0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0946.degrees latitude (g = 980.6199 gals.).
 HY0946
 HY0946.The modeled gravity was interpolated from observed gravity values.
 HY0946
 HY0946;                    North         East    Units  Estimated Accuracy
 HY0946;SPC WV S     -   112,750.      467,130.      MT  (+/- 180 meters Scaled)
 HY0946
 HY0946                          SUPERSEDED SURVEY CONTROL
 HY0946
 HY0946  NGVD 29 (??/??/92)  180.884  (m)          593.45   (f) ADJ UNCH    2 0
 HY0946
 HY0946.Superseded values are not recommended for survey control.
 HY0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0946.See file dsdata.txt to determine how the superseded data were derived.
 HY0946
 HY0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC671075(NAD 83)
 HY0946_MARKER: R = RIVET
 HY0946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0946_SP_SET: ABUTMENT
 HY0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0946
 HY0946  HISTORY     - Date     Condition        Report By
 HY0946  HISTORY     - UNK      MONUMENTED       NWRR
 HY0946  HISTORY     - 1957     GOOD             NGS
 HY0946
 HY0946                          STATION DESCRIPTION
 HY0946
 HY0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0946'0.9 MI S FROM GLENHAYES.
 HY0946'ABOUT 0.9 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 HY0946'THE STATION AT GLENHAYES, ABOUT 11 1/2 RAILS SOUTHEAST OF MILE
 HY0946'POST 24, IN THE TOP OF NORTHEAST END OF SOUTHEAST ABUTMENT OF
 HY0946'RAILROAD BRIDGE NO. 758 OVER LOST CREEK, 8 FEET NORTHEAST OF
 HY0946'NORTHEAST RAIL, 1/2 FOOT SOUTHWEST OF NORTHEAST END OF ABUTMENT
 HY0946'AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2094 ***********************************************************************
 HY2094  DESIGNATION -  RV 111
 HY2094  PID         -  HY2094
 HY2094  STATE/COUNTY-  WV/WAYNE
 HY2094  USGS QUAD   -  LOUISA (1993)
 HY2094
 HY2094                         *CURRENT SURVEY CONTROL
 HY2094  ___________________________________________________________________
 HY2094* NAD 83(1986)-  38 00 14.     (N)    082 30 19.     (W)     SCALED    
 HY2094* NAVD 88     -       181.956  (meters)     596.97   (feet)  ADJUSTED  
 HY2094  ___________________________________________________________________
 HY2094  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HY2094  DYNAMIC HT  -         181.825 (meters)     596.54  (feet)  COMP
 HY2094  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 HY2094
 HY2094  VERT ORDER  -  SECOND    CLASS 0
 HY2094
 HY2094.The horizontal coordinates were scaled from a topographic map and have
 HY2094.an estimated accuracy of +/- 6 seconds.
 HY2094
 HY2094.The orthometric height was determined by differential leveling
 HY2094.and adjusted by the National Geodetic Survey in June 1991..
 HY2094
 HY2094.The geoid height was determined by GEOID03.
 HY2094
 HY2094.The dynamic height is computed by dividing the NAVD 88
 HY2094.geopotential number by the normal gravity value computed on the
 HY2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2094.degrees latitude (g = 980.6199 gals.).
 HY2094
 HY2094.The modeled gravity was interpolated from observed gravity values.
 HY2094
 HY2094;                    North         East    Units  Estimated Accuracy
 HY2094;SPC WV S     -   112,490.      467,810.      MT  (+/- 180 meters Scaled)
 HY2094
 HY2094                          SUPERSEDED SURVEY CONTROL
 HY2094
 HY2094  NGVD 29 (??/??/92)  182.18   (m)          597.7    (f) COMPUTED    2 0
 HY2094
 HY2094.Superseded values are not recommended for survey control.
 HY2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2094.See file dsdata.txt to determine how the superseded data were derived.
 HY2094
 HY2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC678073(NAD 83)
 HY2094_MARKER: R = RIVET
 HY2094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY2094_SP_SET: SIGNAL
 HY2094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2094
 HY2094  HISTORY     - Date     Condition        Report By
 HY2094  HISTORY     - UNK      MONUMENTED       NWRR
 HY2094  HISTORY     - 1952     GOOD             NGS
 HY2094
 HY2094                          STATION DESCRIPTION
 HY2094
 HY2094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HY2094'1.3 MI SE FROM GLENHAYES.
 HY2094'ABOUT 1.3 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 HY2094'FROM THE STATION AT GLENHAYES, ABOUT 0.4 MILE NORTHWEST OF MILE
 HY2094'POST NA 23, IN THE TOP OF THE SOUTH CORNER OF CONCRETE BASE OF
 HY2094'SIGNAL NO. S 235, 13.5 FEET NORTHEAST OF NORTHEAST RAIL AND ABOUT
 HY2094'1 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0002 ***********************************************************************
 GY0002  DESIGNATION -  RV 112
 GY0002  PID         -  GY0002
 GY0002  STATE/COUNTY-  WV/WAYNE
 GY0002  USGS QUAD   -  WEBB (1989)
 GY0002
 GY0002                         *CURRENT SURVEY CONTROL
 GY0002  ___________________________________________________________________
 GY0002* NAD 83(1986)-  37 59 58.     (N)    082 29 57.     (W)     SCALED    
 GY0002* NAVD 88     -       180.166  (meters)     591.09   (feet)  ADJUSTED  
 GY0002  ___________________________________________________________________
 GY0002  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 GY0002  DYNAMIC HT  -         180.037 (meters)     590.67  (feet)  COMP
 GY0002  MODELED GRAV-     979,908.6   (mgal)                       NAVD 88
 GY0002
 GY0002  VERT ORDER  -  SECOND    CLASS 0
 GY0002
 GY0002.The horizontal coordinates were scaled from a topographic map and have
 GY0002.an estimated accuracy of +/- 6 seconds.
 GY0002
 GY0002.The orthometric height was determined by differential leveling
 GY0002.and adjusted by the National Geodetic Survey in June 1991..
 GY0002
 GY0002.The geoid height was determined by GEOID03.
 GY0002
 GY0002.The dynamic height is computed by dividing the NAVD 88
 GY0002.geopotential number by the normal gravity value computed on the
 GY0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0002.degrees latitude (g = 980.6199 gals.).
 GY0002
 GY0002.The modeled gravity was interpolated from observed gravity values.
 GY0002
 GY0002;                    North         East    Units  Estimated Accuracy
 GY0002;SPC WV S     -   111,990.      468,340.      MT  (+/- 180 meters Scaled)
 GY0002
 GY0002                          SUPERSEDED SURVEY CONTROL
 GY0002
 GY0002  NGVD 29 (??/??/92)  180.389  (m)          591.83   (f) ADJ UNCH    2 0
 GY0002
 GY0002.Superseded values are not recommended for survey control.
 GY0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0002.See file dsdata.txt to determine how the superseded data were derived.
 GY0002
 GY0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC683068(NAD 83)
 GY0002_MARKER: R = RIVET
 GY0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0002_SP_SET: CULVERT
 GY0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0002
 GY0002  HISTORY     - Date     Condition        Report By
 GY0002  HISTORY     - UNK      MONUMENTED       NWRR
 GY0002  HISTORY     - 1952     GOOD             NGS
 GY0002
 GY0002                          STATION DESCRIPTION
 GY0002
 GY0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY0002'1.9 MI SE FROM GLENHAYES.
 GY0002'ABOUT 1.9 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0002'FROM THE STATION AT GLENHAYES, 21 RAILS SOUTHEAST OF MILE POST
 GY0002'23, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL
 GY0002'OF A 4-FOOT PIPE CULVERT, 17 FEET NORTHEAST OF NORTHEAST RAIL AND
 GY0002'ABOUT 5 FEET BELOW LEVEL OF TRACK.  NOTE-- MARK IS COVERED BY
 GY0002'CRIBBING OF RAILROAD TIES HOLDING BACK RAILROAD FILL.  SECTION
 GY0002'OF TIES CUT AWAY TO PLUMB ROD ON MARK.  MARK MAY BE COVERED IN
 GY0002'FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0003 ***********************************************************************
 GY0003  DESIGNATION -  RV 113
 GY0003  PID         -  GY0003
 GY0003  STATE/COUNTY-  WV/WAYNE
 GY0003  USGS QUAD   -  WEBB (1989)
 GY0003
 GY0003                         *CURRENT SURVEY CONTROL
 GY0003  ___________________________________________________________________
 GY0003* NAD 83(1986)-  37 59 50.     (N)    082 29 08.     (W)     SCALED    
 GY0003* NAVD 88     -       180.452  (meters)     592.03   (feet)  ADJUSTED  
 GY0003  ___________________________________________________________________
 GY0003  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 GY0003  DYNAMIC HT  -         180.323 (meters)     591.61  (feet)  COMP
 GY0003  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 GY0003
 GY0003  VERT ORDER  -  SECOND    CLASS 0
 GY0003
 GY0003.The horizontal coordinates were scaled from a topographic map and have
 GY0003.an estimated accuracy of +/- 6 seconds.
 GY0003
 GY0003.The orthometric height was determined by differential leveling
 GY0003.and adjusted by the National Geodetic Survey in June 1991..
 GY0003
 GY0003.The geoid height was determined by GEOID03.
 GY0003
 GY0003.The dynamic height is computed by dividing the NAVD 88
 GY0003.geopotential number by the normal gravity value computed on the
 GY0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0003.degrees latitude (g = 980.6199 gals.).
 GY0003
 GY0003.The modeled gravity was interpolated from observed gravity values.
 GY0003
 GY0003;                    North         East    Units  Estimated Accuracy
 GY0003;SPC WV S     -   111,730.      469,530.      MT  (+/- 180 meters Scaled)
 GY0003
 GY0003                          SUPERSEDED SURVEY CONTROL
 GY0003
 GY0003  NGVD 29 (??/??/92)  180.675  (m)          592.76   (f) ADJ UNCH    2 0
 GY0003
 GY0003.Superseded values are not recommended for survey control.
 GY0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0003.See file dsdata.txt to determine how the superseded data were derived.
 GY0003
 GY0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC695065(NAD 83)
 GY0003_MARKER: R = RIVET
 GY0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0003_SP_SET: CULVERT
 GY0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0003
 GY0003  HISTORY     - Date     Condition        Report By
 GY0003  HISTORY     - UNK      MONUMENTED       NWRR
 GY0003  HISTORY     - 1935     GOOD             NGS
 GY0003
 GY0003                          STATION DESCRIPTION
 GY0003
 GY0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0003'2.6 MI SE FROM GLENHAYES.
 GY0003'2.6 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0003'THE STATION AT GLENHAYES, WAYNE COUNTY, 0.1 MILE NORTHWEST OF
 GY0003'MILEPOST NA 22, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH
 GY0003'CORNER OF THE NORTHEAST HEADWALL, 3 INCHES FROM THE CORNER, 10.6
 GY0003'FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 5 FEET BELOW THE
 GY0003'LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0004 ***********************************************************************
 GY0004  DESIGNATION -  RV 114
 GY0004  PID         -  GY0004
 GY0004  STATE/COUNTY-  WV/WAYNE
 GY0004  USGS QUAD   -  WEBB (1989)
 GY0004
 GY0004                         *CURRENT SURVEY CONTROL
 GY0004  ___________________________________________________________________
 GY0004* NAD 83(1986)-  37 59 20.     (N)    082 29 05.     (W)     SCALED    
 GY0004* NAVD 88     -       180.132  (meters)     590.98   (feet)  ADJUSTED  
 GY0004  ___________________________________________________________________
 GY0004  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 GY0004  DYNAMIC HT  -         180.002 (meters)     590.56  (feet)  COMP
 GY0004  MODELED GRAV-     979,905.4   (mgal)                       NAVD 88
 GY0004
 GY0004  VERT ORDER  -  SECOND    CLASS 0
 GY0004
 GY0004.The horizontal coordinates were scaled from a topographic map and have
 GY0004.an estimated accuracy of +/- 6 seconds.
 GY0004
 GY0004.The orthometric height was determined by differential leveling
 GY0004.and adjusted by the National Geodetic Survey in June 1991..
 GY0004
 GY0004.The geoid height was determined by GEOID03.
 GY0004
 GY0004.The dynamic height is computed by dividing the NAVD 88
 GY0004.geopotential number by the normal gravity value computed on the
 GY0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0004.degrees latitude (g = 980.6199 gals.).
 GY0004
 GY0004.The modeled gravity was interpolated from observed gravity values.
 GY0004
 GY0004;                    North         East    Units  Estimated Accuracy
 GY0004;SPC WV S     -   110,800.      469,590.      MT  (+/- 180 meters Scaled)
 GY0004
 GY0004                          SUPERSEDED SURVEY CONTROL
 GY0004
 GY0004  NGVD 29 (??/??/92)  180.354  (m)          591.71   (f) ADJ UNCH    2 0
 GY0004
 GY0004.Superseded values are not recommended for survey control.
 GY0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0004.See file dsdata.txt to determine how the superseded data were derived.
 GY0004
 GY0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC696056(NAD 83)
 GY0004_MARKER: R = RIVET
 GY0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0004_SP_SET: CULVERT
 GY0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0004
 GY0004  HISTORY     - Date     Condition        Report By
 GY0004  HISTORY     - UNK      MONUMENTED       NWRR
 GY0004  HISTORY     - 1935     GOOD             NGS
 GY0004
 GY0004                          STATION DESCRIPTION
 GY0004
 GY0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0004'3.3 MI NW FROM WEBB.
 GY0004'3.3 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0004'THE STATION AT WEBB, WAYNE COUNTY, 0.4 MILE SOUTHEAST OF MILEPOST
 GY0004'NA 22, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTHEAST CORNER
 GY0004'OF THE NORTHEAST HEADWALL, 4 INCHES FROM THE CORNER, 37 FEET
 GY0004'NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 4 FEET BELOW THE LEVEL
 GY0004'OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0005 ***********************************************************************
 GY0005  DESIGNATION -  RV 115
 GY0005  PID         -  GY0005
 GY0005  STATE/COUNTY-  WV/WAYNE
 GY0005  USGS QUAD   -  WEBB (1989)
 GY0005
 GY0005                         *CURRENT SURVEY CONTROL
 GY0005  ___________________________________________________________________
 GY0005* NAD 83(1986)-  37 59 11.     (N)    082 28 38.     (W)     SCALED    
 GY0005* NAVD 88     -       182.626  (meters)     599.17   (feet)  ADJUSTED  
 GY0005  ___________________________________________________________________
 GY0005  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GY0005  DYNAMIC HT  -         182.494 (meters)     598.73  (feet)  COMP
 GY0005  MODELED GRAV-     979,904.3   (mgal)                       NAVD 88
 GY0005
 GY0005  VERT ORDER  -  SECOND    CLASS 0
 GY0005
 GY0005.The horizontal coordinates were scaled from a topographic map and have
 GY0005.an estimated accuracy of +/- 6 seconds.
 GY0005
 GY0005.The orthometric height was determined by differential leveling
 GY0005.and adjusted by the National Geodetic Survey in June 1991..
 GY0005
 GY0005.The geoid height was determined by GEOID03.
 GY0005
 GY0005.The dynamic height is computed by dividing the NAVD 88
 GY0005.geopotential number by the normal gravity value computed on the
 GY0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0005.degrees latitude (g = 980.6199 gals.).
 GY0005
 GY0005.The modeled gravity was interpolated from observed gravity values.
 GY0005
 GY0005;                    North         East    Units  Estimated Accuracy
 GY0005;SPC WV S     -   110,510.      470,240.      MT  (+/- 180 meters Scaled)
 GY0005
 GY0005                          SUPERSEDED SURVEY CONTROL
 GY0005
 GY0005  NGVD 29 (??/??/92)  182.847  (m)          599.89   (f) ADJ UNCH    2 0
 GY0005
 GY0005.Superseded values are not recommended for survey control.
 GY0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0005.See file dsdata.txt to determine how the superseded data were derived.
 GY0005
 GY0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC702053(NAD 83)
 GY0005_MARKER: R = RIVET
 GY0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0005_SP_SET: CONCRETE
 GY0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0005
 GY0005  HISTORY     - Date     Condition        Report By
 GY0005  HISTORY     - UNK      MONUMENTED       NWRR
 GY0005  HISTORY     - 1935     GOOD             NGS
 GY0005
 GY0005                          STATION DESCRIPTION
 GY0005
 GY0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0005'2.7 MI NW FROM WEBB.
 GY0005'2.7 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0005'THE STATION AT WEBB, WAYNE COUNTY, 8 RAILS SOUTHEAST OF MILEPOST
 GY0005'NA 21, AT SEMAPHORE S 209, IN THE TOP OF THE CONCRETE BASE, 2
 GY0005'INCHES FROM THE SOUTH CORNER, 13.6 FEET NORTHEAST OF THE NORTHEAST
 GY0005'RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.  A STANDARD
 GY0005'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0007 ***********************************************************************
 GY0007  DESIGNATION -  RV 117
 GY0007  PID         -  GY0007
 GY0007  STATE/COUNTY-  WV/WAYNE
 GY0007  USGS QUAD   -  WEBB (1989)
 GY0007
 GY0007                         *CURRENT SURVEY CONTROL
 GY0007  ___________________________________________________________________
 GY0007* NAD 83(1986)-  37 58 26.     (N)    082 28 01.     (W)     SCALED    
 GY0007* NAVD 88     -       182.762  (meters)     599.61   (feet)  ADJUSTED  
 GY0007  ___________________________________________________________________
 GY0007  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 GY0007  DYNAMIC HT  -         182.629 (meters)     599.18  (feet)  COMP
 GY0007  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 GY0007
 GY0007  VERT ORDER  -  SECOND    CLASS 0
 GY0007
 GY0007.The horizontal coordinates were scaled from a topographic map and have
 GY0007.an estimated accuracy of +/- 6 seconds.
 GY0007
 GY0007.The orthometric height was determined by differential leveling
 GY0007.and adjusted by the National Geodetic Survey in June 1991..
 GY0007
 GY0007.The geoid height was determined by GEOID03.
 GY0007
 GY0007.The dynamic height is computed by dividing the NAVD 88
 GY0007.geopotential number by the normal gravity value computed on the
 GY0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0007.degrees latitude (g = 980.6199 gals.).
 GY0007
 GY0007.The modeled gravity was interpolated from observed gravity values.
 GY0007
 GY0007;                    North         East    Units  Estimated Accuracy
 GY0007;SPC WV S     -   109,110.      471,120.      MT  (+/- 180 meters Scaled)
 GY0007
 GY0007                          SUPERSEDED SURVEY CONTROL
 GY0007
 GY0007  NGVD 29 (??/??/92)  182.982  (m)          600.33   (f) ADJ UNCH    2 0
 GY0007
 GY0007.Superseded values are not recommended for survey control.
 GY0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0007.See file dsdata.txt to determine how the superseded data were derived.
 GY0007
 GY0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC711039(NAD 83)
 GY0007_MARKER: R = RIVET
 GY0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0007_SP_SET: ABUTMENT
 GY0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0007
 GY0007  HISTORY     - Date     Condition        Report By
 GY0007  HISTORY     - UNK      MONUMENTED       NWRR
 GY0007  HISTORY     - 1935     GOOD             NGS
 GY0007
 GY0007                          STATION DESCRIPTION
 GY0007
 GY0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0007'1.3 MI N FROM WEBB.
 GY0007'1.3 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0007'STATION AT WEBB, WAYNE COUNTY, 0.4 MILE SOUTHWEST OF MILEPOST NA
 GY0007'20, 75 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE L. COPLEY
 GY0007'RESIDENCE IN 1935, AT BRIDGE 757, IN THE TOP OF THE WEST ABUTMENT,
 GY0007'8 INCHES FROM THE SOUTHWEST CORNER, 8.2 FEET SOUTH OF THE SOUTH
 GY0007'RAIL, AND ABOUT 16 INCHES BELOW THE LEVEL OF THE RAIL.  A STANDARD
 GY0007'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0008 ***********************************************************************
 GY0008  DESIGNATION -  RV 118
 GY0008  PID         -  GY0008
 GY0008  STATE/COUNTY-  WV/WAYNE
 GY0008  USGS QUAD   -  WEBB (1989)
 GY0008
 GY0008                         *CURRENT SURVEY CONTROL
 GY0008  ___________________________________________________________________
 GY0008* NAD 83(1986)-  37 58 20.     (N)    082 28 34.     (W)     SCALED    
 GY0008* NAVD 88     -       183.413  (meters)     601.75   (feet)  ADJUSTED  
 GY0008  ___________________________________________________________________
 GY0008  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 GY0008  DYNAMIC HT  -         183.280 (meters)     601.31  (feet)  COMP
 GY0008  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 GY0008
 GY0008  VERT ORDER  -  SECOND    CLASS 0
 GY0008
 GY0008.The horizontal coordinates were scaled from a topographic map and have
 GY0008.an estimated accuracy of +/- 6 seconds.
 GY0008
 GY0008.The orthometric height was determined by differential leveling
 GY0008.and adjusted by the National Geodetic Survey in June 1991..
 GY0008
 GY0008.The geoid height was determined by GEOID03.
 GY0008
 GY0008.The dynamic height is computed by dividing the NAVD 88
 GY0008.geopotential number by the normal gravity value computed on the
 GY0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0008.degrees latitude (g = 980.6199 gals.).
 GY0008
 GY0008.The modeled gravity was interpolated from observed gravity values.
 GY0008
 GY0008;                    North         East    Units  Estimated Accuracy
 GY0008;SPC WV S     -   108,940.      470,320.      MT  (+/- 180 meters Scaled)
 GY0008
 GY0008                          SUPERSEDED SURVEY CONTROL
 GY0008
 GY0008  NGVD 29 (??/??/92)  183.634  (m)          602.47   (f) ADJ UNCH    2 0
 GY0008
 GY0008.Superseded values are not recommended for survey control.
 GY0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0008.See file dsdata.txt to determine how the superseded data were derived.
 GY0008
 GY0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC703037(NAD 83)
 GY0008_MARKER: R = RIVET
 GY0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0008_SP_SET: WALL
 GY0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0008
 GY0008  HISTORY     - Date     Condition        Report By
 GY0008  HISTORY     - UNK      MONUMENTED       NWRR
 GY0008  HISTORY     - 1935     GOOD             NGS
 GY0008
 GY0008                          STATION DESCRIPTION
 GY0008
 GY0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0008'0.8 MI NE FROM WEBB.
 GY0008'0.8 MILE NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0008'THE STATION AT WEBB, WAYNE COUNTY, 7 RAILS WEST OF MILEPOST NA 19,
 GY0008'8 FEET NORTH OF THE NORTH RAIL OF THE NORTH SIDING, AT A
 GY0008'CEMETERY, 15.8 FEET EAST OF THE CENTER OF THE FRONT ENTRANCE, IN
 GY0008'THE TOP OF THE WEST END OF A CONCRETE RETAINING WALL, AND 4 INCHES
 GY0008'FROM THE SOUTHWEST CORNER.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0010 ***********************************************************************
 GY0010  DESIGNATION -  RV 119
 GY0010  PID         -  GY0010
 GY0010  STATE/COUNTY-  WV/WAYNE
 GY0010  USGS QUAD   -  WEBB (1989)
 GY0010
 GY0010                         *CURRENT SURVEY CONTROL
 GY0010  ___________________________________________________________________
 GY0010* NAD 83(1986)-  37 58 00.     (N)    082 29 00.     (W)     SCALED    
 GY0010* NAVD 88     -       184.236  (meters)     604.45   (feet)  ADJUSTED  
 GY0010  ___________________________________________________________________
 GY0010  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GY0010  DYNAMIC HT  -         184.103 (meters)     604.01  (feet)  COMP
 GY0010  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 GY0010
 GY0010  VERT ORDER  -  SECOND    CLASS 0
 GY0010
 GY0010.The horizontal coordinates were scaled from a topographic map and have
 GY0010.an estimated accuracy of +/- 6 seconds.
 GY0010
 GY0010.The orthometric height was determined by differential leveling
 GY0010.and adjusted by the National Geodetic Survey in June 1991..
 GY0010
 GY0010.The geoid height was determined by GEOID03.
 GY0010
 GY0010.The dynamic height is computed by dividing the NAVD 88
 GY0010.geopotential number by the normal gravity value computed on the
 GY0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0010.degrees latitude (g = 980.6199 gals.).
 GY0010
 GY0010.The modeled gravity was interpolated from observed gravity values.
 GY0010
 GY0010;                    North         East    Units  Estimated Accuracy
 GY0010;SPC WV S     -   108,330.      469,670.      MT  (+/- 180 meters Scaled)
 GY0010
 GY0010                          SUPERSEDED SURVEY CONTROL
 GY0010
 GY0010  NGVD 29 (??/??/92)  184.457  (m)          605.17   (f) ADJ UNCH    2 0
 GY0010
 GY0010.Superseded values are not recommended for survey control.
 GY0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0010.See file dsdata.txt to determine how the superseded data were derived.
 GY0010
 GY0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC697031(NAD 83)
 GY0010_MARKER: R = RIVET
 GY0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0010_SP_SET: CONCRETE
 GY0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0010
 GY0010  HISTORY     - Date     Condition        Report By
 GY0010  HISTORY     - UNK      MONUMENTED       NWRR
 GY0010  HISTORY     - 1935     GOOD             NGS
 GY0010
 GY0010                          STATION DESCRIPTION
 GY0010
 GY0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0010'AT WEBB.
 GY0010'AT WEBB, WAYNE COUNTY, ON THE NORFOLK AND WESTERN RAILWAY, 12
 GY0010'RAILS NORTH ACROSS THE TRACK FROM THE STATION, 2-1/2 RAILS NORTH
 GY0010'OF A ROAD CROSSING, AT SEMAPHORE S 183, IN THE TOP OF THE CONCRETE
 GY0010'BASE, 2 INCHES FROM THE SOUTHEAST CORNER, 7 FEET EAST OF THE EAST
 GY0010'RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE RAIL.  A STANDARD
 GY0010'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0871 ***********************************************************************
 KY0871  DESIGNATION -  RV 12
 KY0871  PID         -  KY0871
 KY0871  STATE/COUNTY-  WV/OHIO
 KY0871  USGS QUAD   -  VALLEY GROVE (1981)
 KY0871
 KY0871                         *CURRENT SURVEY CONTROL
 KY0871  ___________________________________________________________________
 KY0871* NAD 83(1986)-  40 04 37.     (N)    080 35 29.     (W)     SCALED    
 KY0871* NAVD 88     -       263.390  (meters)     864.14   (feet)  ADJUSTED  
 KY0871  ___________________________________________________________________
 KY0871  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0871  DYNAMIC HT  -         263.241 (meters)     863.65  (feet)  COMP
 KY0871  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 KY0871
 KY0871  VERT ORDER  -  SECOND    CLASS 0
 KY0871
 KY0871.The horizontal coordinates were scaled from a topographic map and have
 KY0871.an estimated accuracy of +/- 6 seconds.
 KY0871
 KY0871.The orthometric height was determined by differential leveling
 KY0871.and adjusted by the National Geodetic Survey in June 1991..
 KY0871
 KY0871.The geoid height was determined by GEOID03.
 KY0871
 KY0871.The dynamic height is computed by dividing the NAVD 88
 KY0871.geopotential number by the normal gravity value computed on the
 KY0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0871.degrees latitude (g = 980.6199 gals.).
 KY0871
 KY0871.The modeled gravity was interpolated from observed gravity values.
 KY0871
 KY0871;                    North         East    Units  Estimated Accuracy
 KY0871;SPC WV N     -   175,640.      506,910.      MT  (+/- 180 meters Scaled)
 KY0871
 KY0871                          SUPERSEDED SURVEY CONTROL
 KY0871
 KY0871  NGVD 29 (??/??/92)  263.540  (m)          864.63   (f) ADJ UNCH    2 0
 KY0871
 KY0871.Superseded values are not recommended for survey control.
 KY0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0871.See file dsdata.txt to determine how the superseded data were derived.
 KY0871
 KY0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE348363(NAD 83)
 KY0871_MARKER: R = RIVET
 KY0871_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0871_SP_SET: ABUTMENT
 KY0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0871
 KY0871  HISTORY     - Date     Condition        Report By
 KY0871  HISTORY     - UNK      MONUMENTED       BORR
 KY0871  HISTORY     - 1957     GOOD             NGS
 KY0871  HISTORY     - 1960     GOOD             NGS
 KY0871
 KY0871                          STATION DESCRIPTION
 KY0871
 KY0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0871'1.9 MI SW FROM VALLEY GROVE.
 KY0871'ABOUT 1.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0871'FROM ITS OVERPASS OVER THE STOOL FIRE ROAD AT VALLEY GROVE,
 KY0871'ON TOP AND 6 1/2 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 KY0871'BACKWALL OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE NO. 175
 KY0871'OVER LITTLE WHEELING CREEK, 6.6 FEET NORTHWEST OF THE NORTHWEST
 KY0871'RAIL, 42 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 40
 KY0871'AND 1 FOOT BELOW THE TOP OF RAIL.
 KY0871
 KY0871                          STATION RECOVERY (1960)
 KY0871
 KY0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0011 ***********************************************************************
 GY0011  DESIGNATION -  RV 120
 GY0011  PID         -  GY0011
 GY0011  STATE/COUNTY-  WV/WAYNE
 GY0011  USGS QUAD   -  WEBB (1989)
 GY0011
 GY0011                         *CURRENT SURVEY CONTROL
 GY0011  ___________________________________________________________________
 GY0011* NAD 83(1986)-  37 57 47.     (N)    082 28 50.     (W)     SCALED    
 GY0011* NAVD 88     -       182.510  (meters)     598.78   (feet)  ADJUSTED  
 GY0011  ___________________________________________________________________
 GY0011  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GY0011  DYNAMIC HT  -         182.378 (meters)     598.35  (feet)  COMP
 GY0011  MODELED GRAV-     979,900.8   (mgal)                       NAVD 88
 GY0011
 GY0011  VERT ORDER  -  SECOND    CLASS 0
 GY0011
 GY0011.The horizontal coordinates were scaled from a topographic map and have
 GY0011.an estimated accuracy of +/- 6 seconds.
 GY0011
 GY0011.The orthometric height was determined by differential leveling
 GY0011.and adjusted by the National Geodetic Survey in June 1991..
 GY0011
 GY0011.The geoid height was determined by GEOID03.
 GY0011
 GY0011.The dynamic height is computed by dividing the NAVD 88
 GY0011.geopotential number by the normal gravity value computed on the
 GY0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0011.degrees latitude (g = 980.6199 gals.).
 GY0011
 GY0011.The modeled gravity was interpolated from observed gravity values.
 GY0011
 GY0011;                    North         East    Units  Estimated Accuracy
 GY0011;SPC WV S     -   107,930.      469,910.      MT  (+/- 180 meters Scaled)
 GY0011
 GY0011                          SUPERSEDED SURVEY CONTROL
 GY0011
 GY0011  NGVD 29 (??/??/92)  182.731  (m)          599.51   (f) ADJ UNCH    2 0
 GY0011
 GY0011.Superseded values are not recommended for survey control.
 GY0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0011.See file dsdata.txt to determine how the superseded data were derived.
 GY0011
 GY0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC699027(NAD 83)
 GY0011_MARKER: R = RIVET
 GY0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0011_SP_SET: CULVERT
 GY0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0011
 GY0011  HISTORY     - Date     Condition        Report By
 GY0011  HISTORY     - UNK      MONUMENTED       NWRR
 GY0011  HISTORY     - 1935     GOOD             NGS
 GY0011
 GY0011                          STATION DESCRIPTION
 GY0011
 GY0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0011'0.3 MI S FROM WEBB.
 GY0011'0.3 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0011'STATION AT WEBB, WAYNE COUNTY, 7 RAILS SOUTH OF MILEPOST NA 18,
 GY0011'AT A CULVERT, IN THE TOP OF THE EAST HEADWALL, 3 INCHES FROM THE
 GY0011'NORTHEAST CORNER, 17 FEET EAST OF THE EAST RAIL, AND ABOUT 5 FEET
 GY0011'BELOW THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0012 ***********************************************************************
 GY0012  DESIGNATION -  RV 121
 GY0012  PID         -  GY0012
 GY0012  STATE/COUNTY-  WV/WAYNE
 GY0012  USGS QUAD   -  WEBB (1989)
 GY0012
 GY0012                         *CURRENT SURVEY CONTROL
 GY0012  ___________________________________________________________________
 GY0012* NAD 83(1986)-  37 57 40.     (N)    082 28 20.     (W)     SCALED    
 GY0012* NAVD 88     -       183.489  (meters)     602.00   (feet)  ADJUSTED  
 GY0012  ___________________________________________________________________
 GY0012  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 GY0012  DYNAMIC HT  -         183.355 (meters)     601.56  (feet)  COMP
 GY0012  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 GY0012
 GY0012  VERT ORDER  -  SECOND    CLASS 0
 GY0012
 GY0012.The horizontal coordinates were scaled from a topographic map and have
 GY0012.an estimated accuracy of +/- 6 seconds.
 GY0012
 GY0012.The orthometric height was determined by differential leveling
 GY0012.and adjusted by the National Geodetic Survey in June 1991..
 GY0012
 GY0012.The geoid height was determined by GEOID03.
 GY0012
 GY0012.The dynamic height is computed by dividing the NAVD 88
 GY0012.geopotential number by the normal gravity value computed on the
 GY0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0012.degrees latitude (g = 980.6199 gals.).
 GY0012
 GY0012.The modeled gravity was interpolated from observed gravity values.
 GY0012
 GY0012;                    North         East    Units  Estimated Accuracy
 GY0012;SPC WV S     -   107,700.      470,640.      MT  (+/- 180 meters Scaled)
 GY0012
 GY0012                          SUPERSEDED SURVEY CONTROL
 GY0012
 GY0012  NGVD 29 (??/??/92)  183.709  (m)          602.72   (f) ADJ UNCH    2 0
 GY0012
 GY0012.Superseded values are not recommended for survey control.
 GY0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0012.See file dsdata.txt to determine how the superseded data were derived.
 GY0012
 GY0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC706025(NAD 83)
 GY0012_MARKER: R = RIVET
 GY0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0012_SP_SET: CULVERT
 GY0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0012
 GY0012  HISTORY     - Date     Condition        Report By
 GY0012  HISTORY     - UNK      MONUMENTED       NWRR
 GY0012  HISTORY     - 1935     GOOD             NGS
 GY0012
 GY0012                          STATION DESCRIPTION
 GY0012
 GY0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0012'0.7 MI SE FROM WEBB.
 GY0012'0.7 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0012'STATION AT WEBB, WAYNE COUNTY, 0.4 MILE SOUTHEAST OF MILEPOST
 GY0012'NA 18, 30 YARDS NORTHWEST OF SEMAPHORE S 175, AT A CONCRETE
 GY0012'CULVERT, IN THE TOP OF THE NORTHEAST HEADWALL, 3 INCHES FROM THE
 GY0012'SOUTHEAST CORNER, 17.4 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 GY0012'ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL
 GY0012'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0013 ***********************************************************************
 GY0013  DESIGNATION -  RV 122
 GY0013  PID         -  GY0013
 GY0013  STATE/COUNTY-  WV/WAYNE
 GY0013  USGS QUAD   -  WEBB (1989)
 GY0013
 GY0013                         *CURRENT SURVEY CONTROL
 GY0013  ___________________________________________________________________
 GY0013* NAD 83(1986)-  37 57 20.     (N)    082 28 25.     (W)     SCALED    
 GY0013* NAVD 88     -       185.060  (meters)     607.15   (feet)  ADJUSTED  
 GY0013  ___________________________________________________________________
 GY0013  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GY0013  DYNAMIC HT  -         184.925 (meters)     606.71  (feet)  COMP
 GY0013  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 GY0013
 GY0013  VERT ORDER  -  SECOND    CLASS 0
 GY0013
 GY0013.The horizontal coordinates were scaled from a topographic map and have
 GY0013.an estimated accuracy of +/- 6 seconds.
 GY0013
 GY0013.The orthometric height was determined by differential leveling
 GY0013.and adjusted by the National Geodetic Survey in June 1991..
 GY0013
 GY0013.The geoid height was determined by GEOID03.
 GY0013
 GY0013.The dynamic height is computed by dividing the NAVD 88
 GY0013.geopotential number by the normal gravity value computed on the
 GY0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0013.degrees latitude (g = 980.6199 gals.).
 GY0013
 GY0013.The modeled gravity was interpolated from observed gravity values.
 GY0013
 GY0013;                    North         East    Units  Estimated Accuracy
 GY0013;SPC WV S     -   107,090.      470,510.      MT  (+/- 180 meters Scaled)
 GY0013
 GY0013                          SUPERSEDED SURVEY CONTROL
 GY0013
 GY0013  NGVD 29 (??/??/92)  185.279  (m)          607.87   (f) ADJ UNCH    2 0
 GY0013
 GY0013.Superseded values are not recommended for survey control.
 GY0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0013.See file dsdata.txt to determine how the superseded data were derived.
 GY0013
 GY0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC705019(NAD 83)
 GY0013_MARKER: R = RIVET
 GY0013_SETTING: 66 = SET IN ROCK OUTCROP
 GY0013_SP_SET: ROCK LEDGE
 GY0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0013+STABILITY: POSITION/ELEVATION WELL
 GY0013
 GY0013  HISTORY     - Date     Condition        Report By
 GY0013  HISTORY     - UNK      MONUMENTED       NWRR
 GY0013  HISTORY     - 1935     GOOD             NGS
 GY0013
 GY0013                          STATION DESCRIPTION
 GY0013
 GY0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0013'1.3 MI SE FROM WEBB.
 GY0013'1.3 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0013'STATION AT WEBB, WAYNE COUNTY, 16 FEET NORTH OF MILEPOST NA 17,
 GY0013'75 FEET NORTHEAST OF A TELEPHONE BOOTH, 14.4 FEET EAST OF THE EAST
 GY0013'RAIL, AT THE BASE OF A CLIFF, IN THE TOP OF A ROCK LEDGE, AND
 GY0013'ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL
 GY0013'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0015 ***********************************************************************
 GY0015  DESIGNATION -  RV 123
 GY0015  PID         -  GY0015
 GY0015  STATE/COUNTY-  WV/WAYNE
 GY0015  USGS QUAD   -  WEBB (1989)
 GY0015
 GY0015                         *CURRENT SURVEY CONTROL
 GY0015  ___________________________________________________________________
 GY0015* NAD 83(1986)-  37 57 09.     (N)    082 28 35.     (W)     SCALED    
 GY0015* NAVD 88     -       184.702  (meters)     605.98   (feet)  ADJUSTED  
 GY0015  ___________________________________________________________________
 GY0015  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GY0015  DYNAMIC HT  -         184.568 (meters)     605.54  (feet)  COMP
 GY0015  MODELED GRAV-     979,899.2   (mgal)                       NAVD 88
 GY0015
 GY0015  VERT ORDER  -  SECOND    CLASS 0
 GY0015
 GY0015.The horizontal coordinates were scaled from a topographic map and have
 GY0015.an estimated accuracy of +/- 6 seconds.
 GY0015
 GY0015.The orthometric height was determined by differential leveling
 GY0015.and adjusted by the National Geodetic Survey in June 1991..
 GY0015
 GY0015.The geoid height was determined by GEOID03.
 GY0015
 GY0015.The dynamic height is computed by dividing the NAVD 88
 GY0015.geopotential number by the normal gravity value computed on the
 GY0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0015.degrees latitude (g = 980.6199 gals.).
 GY0015
 GY0015.The modeled gravity was interpolated from observed gravity values.
 GY0015
 GY0015;                    North         East    Units  Estimated Accuracy
 GY0015;SPC WV S     -   106,750.      470,260.      MT  (+/- 180 meters Scaled)
 GY0015
 GY0015                          SUPERSEDED SURVEY CONTROL
 GY0015
 GY0015  NGVD 29 (??/??/92)  184.922  (m)          606.70   (f) ADJ UNCH    2 0
 GY0015
 GY0015.Superseded values are not recommended for survey control.
 GY0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0015.See file dsdata.txt to determine how the superseded data were derived.
 GY0015
 GY0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC702015(NAD 83)
 GY0015_MARKER: R = RIVET
 GY0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0015_SP_SET: ABUTMENT
 GY0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0015
 GY0015  HISTORY     - Date     Condition        Report By
 GY0015  HISTORY     - UNK      MONUMENTED       NWRR
 GY0015  HISTORY     - 1935     GOOD             NGS
 GY0015
 GY0015                          STATION DESCRIPTION
 GY0015
 GY0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0015'1.6 MI S FROM WEBB.
 GY0015'1.6 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0015'STATION AT WEBB, WAYNE COUNTY, 0.3 MILE WEST OF MILEPOST NA 17,
 GY0015'AT BRIDGE 756, IN THE TOP OF THE WEST ABUTMENT, 6 INCHES FROM
 GY0015'THE SOUTHWEST CORNER, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GY0015'RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0016 ***********************************************************************
 GY0016  DESIGNATION -  RV 124
 GY0016  PID         -  GY0016
 GY0016  STATE/COUNTY-  WV/WAYNE
 GY0016  USGS QUAD   -  WEBB (1989)
 GY0016
 GY0016                         *CURRENT SURVEY CONTROL
 GY0016  ___________________________________________________________________
 GY0016* NAD 83(1986)-  37 56 37.     (N)    082 29 21.     (W)     SCALED    
 GY0016* NAVD 88     -       186.090  (meters)     610.53   (feet)  ADJUSTED  
 GY0016  ___________________________________________________________________
 GY0016  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 GY0016  DYNAMIC HT  -         185.954 (meters)     610.08  (feet)  COMP
 GY0016  MODELED GRAV-     979,898.3   (mgal)                       NAVD 88
 GY0016
 GY0016  VERT ORDER  -  SECOND    CLASS 0
 GY0016
 GY0016.The horizontal coordinates were scaled from a topographic map and have
 GY0016.an estimated accuracy of +/- 6 seconds.
 GY0016
 GY0016.The orthometric height was determined by differential leveling
 GY0016.and adjusted by the National Geodetic Survey in June 1991..
 GY0016
 GY0016.The geoid height was determined by GEOID03.
 GY0016
 GY0016.The dynamic height is computed by dividing the NAVD 88
 GY0016.geopotential number by the normal gravity value computed on the
 GY0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0016.degrees latitude (g = 980.6199 gals.).
 GY0016
 GY0016.The modeled gravity was interpolated from observed gravity values.
 GY0016
 GY0016;                    North         East    Units  Estimated Accuracy
 GY0016;SPC WV S     -   105,780.      469,120.      MT  (+/- 180 meters Scaled)
 GY0016
 GY0016                          SUPERSEDED SURVEY CONTROL
 GY0016
 GY0016  NGVD 29 (??/??/92)  186.309  (m)          611.25   (f) ADJ UNCH    2 0
 GY0016
 GY0016.Superseded values are not recommended for survey control.
 GY0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0016.See file dsdata.txt to determine how the superseded data were derived.
 GY0016
 GY0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC691006(NAD 83)
 GY0016_MARKER: R = RIVET
 GY0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0016_SP_SET: CURB
 GY0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0016
 GY0016  HISTORY     - Date     Condition        Report By
 GY0016  HISTORY     - UNK      MONUMENTED       NWRR
 GY0016  HISTORY     - 1935     GOOD             NGS
 GY0016
 GY0016                          STATION DESCRIPTION
 GY0016
 GY0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0016'2.6 MI S FROM WEBB.
 GY0016'2.6 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0016'STATION AT WEBB, WAYNE COUNTY, 0.3 MILE SOUTHWEST OF MILEPOST NA
 GY0016'16, AT THE NORTH ENTRANCE TO TUNNEL 7, IN THE TOP OF THE NORTHWEST
 GY0016'CURB, 3 INCHES FROM THE NORTH CORNER, 3 FEET NORTHWEST OF THE
 GY0016'NORTHWEST RAIL, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 GY0016'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0018 ***********************************************************************
 GY0018  DESIGNATION -  RV 126
 GY0018  PID         -  GY0018
 GY0018  STATE/COUNTY-  WV/WAYNE
 GY0018  USGS QUAD   -  WEBB (1989)
 GY0018
 GY0018                         *CURRENT SURVEY CONTROL
 GY0018  ___________________________________________________________________
 GY0018* NAD 83(1986)-  37 55 59.     (N)    082 29 33.     (W)     SCALED    
 GY0018* NAVD 88     -       184.671  (meters)     605.87   (feet)  ADJUSTED  
 GY0018  ___________________________________________________________________
 GY0018  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 GY0018  DYNAMIC HT  -         184.537 (meters)     605.44  (feet)  COMP
 GY0018  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 GY0018
 GY0018  VERT ORDER  -  SECOND    CLASS 0
 GY0018
 GY0018.The horizontal coordinates were scaled from a topographic map and have
 GY0018.an estimated accuracy of +/- 6 seconds.
 GY0018
 GY0018.The orthometric height was determined by differential leveling
 GY0018.and adjusted by the National Geodetic Survey in June 1991..
 GY0018
 GY0018.The geoid height was determined by GEOID03.
 GY0018
 GY0018.The dynamic height is computed by dividing the NAVD 88
 GY0018.geopotential number by the normal gravity value computed on the
 GY0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0018.degrees latitude (g = 980.6199 gals.).
 GY0018
 GY0018.The modeled gravity was interpolated from observed gravity values.
 GY0018
 GY0018;                    North         East    Units  Estimated Accuracy
 GY0018;SPC WV S     -   104,610.      468,810.      MT  (+/- 180 meters Scaled)
 GY0018
 GY0018                          SUPERSEDED SURVEY CONTROL
 GY0018
 GY0018  NGVD 29 (??/??/92)  184.890  (m)          606.59   (f) ADJ UNCH    2 0
 GY0018
 GY0018.Superseded values are not recommended for survey control.
 GY0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0018.See file dsdata.txt to determine how the superseded data were derived.
 GY0018
 GY0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB688994(NAD 83)
 GY0018_MARKER: R = RIVET
 GY0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0018_SP_SET: BASIN
 GY0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0018
 GY0018  HISTORY     - Date     Condition        Report By
 GY0018  HISTORY     - UNK      MONUMENTED       NWRR
 GY0018  HISTORY     - 1935     GOOD             NGS
 GY0018
 GY0018                          STATION DESCRIPTION
 GY0018
 GY0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0018'3.6 MI NW FROM CRUM.
 GY0018'3.6 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0018'THE STATION AT CRUM, WAYNE COUNTY, ABOUT 130 YARDS SOUTHWEST OF
 GY0018'MILEPOST NA 15, AT THE EAST ENTRANCE TO A TUNNEL, 5.6 FEET EAST
 GY0018'OF THE EAST END OF THE TUNNEL, IN THE TOP OF A CONCRETE CATCH
 GY0018'BASIN, 3 INCHES FROM THE SOUTHEAST CORNER, 6.9 FEET SOUTH OF THE
 GY0018'SOUTH RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.  A
 GY0018'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0148 ***********************************************************************
 HX0148  DESIGNATION -  RV 126.2
 HX0148  PID         -  HX0148
 HX0148  STATE/COUNTY-  WV/LEWIS
 HX0148  USGS QUAD   -  ROANOKE (1989)
 HX0148
 HX0148                         *CURRENT SURVEY CONTROL
 HX0148  ___________________________________________________________________
 HX0148* NAD 83(1986)-  38 53 08.     (N)    080 28 54.     (W)     SCALED    
 HX0148* NAVD 88     -       328.724  (meters)    1078.49   (feet)  ADJUSTED  
 HX0148  ___________________________________________________________________
 HX0148  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HX0148  DYNAMIC HT  -         328.505 (meters)    1077.77  (feet)  COMP
 HX0148  MODELED GRAV-     979,954.4   (mgal)                       NAVD 88
 HX0148
 HX0148  VERT ORDER  -  SECOND    CLASS 0
 HX0148
 HX0148.The horizontal coordinates were scaled from a topographic map and have
 HX0148.an estimated accuracy of +/- 6 seconds.
 HX0148
 HX0148.The orthometric height was determined by differential leveling
 HX0148.and adjusted by the National Geodetic Survey in June 1991..
 HX0148
 HX0148.The geoid height was determined by GEOID03.
 HX0148
 HX0148.The dynamic height is computed by dividing the NAVD 88
 HX0148.geopotential number by the normal gravity value computed on the
 HX0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0148.degrees latitude (g = 980.6199 gals.).
 HX0148
 HX0148.The modeled gravity was interpolated from observed gravity values.
 HX0148
 HX0148;                    North         East    Units  Estimated Accuracy
 HX0148;SPC WV S     -   209,410.      644,970.      MT  (+/- 180 meters Scaled)
 HX0148
 HX0148                          SUPERSEDED SURVEY CONTROL
 HX0148
 HX0148  NGVD 29 (??/??/92)  328.971  (m)         1079.30   (f) ADJ UNCH    2 0
 HX0148
 HX0148.Superseded values are not recommended for survey control.
 HX0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0148.See file dsdata.txt to determine how the superseded data were derived.
 HX0148
 HX0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND449042(NAD 83)
 HX0148_MARKER: R = RIVET
 HX0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0148_SP_SET: ABUTMENT
 HX0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0148
 HX0148  HISTORY     - Date     Condition        Report By
 HX0148  HISTORY     - UNK      MONUMENTED       BORR
 HX0148  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0148
 HX0148                          STATION DESCRIPTION
 HX0148
 HX0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0148'2 MI NW FROM WALKERSVILLE.
 HX0148'2.0 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX0148'THE STATION AT WALKERSVILLE, 20 FEET SOUTH OF POLE 126+20, AT
 HX0148'BRIDGE 126.2, IN THE TOP OF THE SOUTHWEST CORNER OF THE WEST
 HX0148'STONE ABUTMENT, 9 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 HX0148'1 FOOT LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 HX0148'NOTE-- BELIEVED TO HAVE BEEN DESTROYED BY BRIDGE CONSTRUCTION
 HX0148'AS THE ABUTMENT HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0147 ***********************************************************************
 HX0147  DESIGNATION -  RV 126.4
 HX0147  PID         -  HX0147
 HX0147  STATE/COUNTY-  WV/LEWIS
 HX0147  USGS QUAD   -  ROANOKE (1989)
 HX0147
 HX0147                         *CURRENT SURVEY CONTROL
 HX0147  ___________________________________________________________________
 HX0147* NAD 83(1986)-  38 53 01.     (N)    080 28 35.     (W)     SCALED    
 HX0147* NAVD 88     -       329.056  (meters)    1079.58   (feet)  ADJUSTED  
 HX0147  ___________________________________________________________________
 HX0147  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HX0147  DYNAMIC HT  -         328.837 (meters)    1078.86  (feet)  COMP
 HX0147  MODELED GRAV-     979,952.9   (mgal)                       NAVD 88
 HX0147
 HX0147  VERT ORDER  -  SECOND    CLASS 0
 HX0147
 HX0147.The horizontal coordinates were scaled from a topographic map and have
 HX0147.an estimated accuracy of +/- 6 seconds.
 HX0147
 HX0147.The orthometric height was determined by differential leveling
 HX0147.and adjusted by the National Geodetic Survey in June 1991..
 HX0147
 HX0147.The geoid height was determined by GEOID03.
 HX0147
 HX0147.The dynamic height is computed by dividing the NAVD 88
 HX0147.geopotential number by the normal gravity value computed on the
 HX0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0147.degrees latitude (g = 980.6199 gals.).
 HX0147
 HX0147.The modeled gravity was interpolated from observed gravity values.
 HX0147
 HX0147;                    North         East    Units  Estimated Accuracy
 HX0147;SPC WV S     -   209,200.      645,430.      MT  (+/- 180 meters Scaled)
 HX0147
 HX0147                          SUPERSEDED SURVEY CONTROL
 HX0147
 HX0147  NGVD 29 (??/??/92)  329.302  (m)         1080.38   (f) ADJ UNCH    2 0
 HX0147
 HX0147.Superseded values are not recommended for survey control.
 HX0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0147.See file dsdata.txt to determine how the superseded data were derived.
 HX0147
 HX0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND454039(NAD 83)
 HX0147_MARKER: R = RIVET
 HX0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0147_SP_SET: ABUTMENT
 HX0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0147
 HX0147  HISTORY     - Date     Condition        Report By
 HX0147  HISTORY     - UNK      MONUMENTED       BORR
 HX0147  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0147
 HX0147                          STATION DESCRIPTION
 HX0147
 HX0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0147'1.7 MI NW FROM WALKERSVILLE.
 HX0147'1.7 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX0147'THE STATION AT WALKERSVILLE, 0.2 MILE WEST OF THE SIDING SIGN
 HX0147'AT EMMART, 45 FEET EAST OF POLE 126+20, AT BRIDGE 126.4, IN THE
 HX0147'TOP OF THE SOUTHWEST CORNER OF THE WEST STONE ABUTMENT, 7 FEET
 HX0147'SOUTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE
 HX0147'TRACK.  A STANDARD MONEL-METAL RIVET.  NOTE-- BELIEVED TO HAVE
 HX0147'BEEN DESTROYED BY BRIDGE CONSTRUCTION AS THE ABUTMENT HAS BEEN
 HX0147'REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0019 ***********************************************************************
 GY0019  DESIGNATION -  RV 127
 GY0019  PID         -  GY0019
 GY0019  STATE/COUNTY-  WV/WAYNE
 GY0019  USGS QUAD   -  WEBB (1989)
 GY0019
 GY0019                         *CURRENT SURVEY CONTROL
 GY0019  ___________________________________________________________________
 GY0019* NAD 83(1986)-  37 55 42.     (N)    082 29 27.     (W)     SCALED    
 GY0019* NAVD 88     -       184.817  (meters)     606.35   (feet)  ADJUSTED  
 GY0019  ___________________________________________________________________
 GY0019  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 GY0019  DYNAMIC HT  -         184.683 (meters)     605.91  (feet)  COMP
 GY0019  MODELED GRAV-     979,899.4   (mgal)                       NAVD 88
 GY0019
 GY0019  VERT ORDER  -  SECOND    CLASS 0
 GY0019
 GY0019.The horizontal coordinates were scaled from a topographic map and have
 GY0019.an estimated accuracy of +/- 6 seconds.
 GY0019
 GY0019.The orthometric height was determined by differential leveling
 GY0019.and adjusted by the National Geodetic Survey in June 1991..
 GY0019
 GY0019.The geoid height was determined by GEOID03.
 GY0019
 GY0019.The dynamic height is computed by dividing the NAVD 88
 GY0019.geopotential number by the normal gravity value computed on the
 GY0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0019.degrees latitude (g = 980.6199 gals.).
 GY0019
 GY0019.The modeled gravity was interpolated from observed gravity values.
 GY0019
 GY0019;                    North         East    Units  Estimated Accuracy
 GY0019;SPC WV S     -   104,090.      468,940.      MT  (+/- 180 meters Scaled)
 GY0019
 GY0019                          SUPERSEDED SURVEY CONTROL
 GY0019
 GY0019  NGVD 29 (??/??/92)  185.036  (m)          607.07   (f) ADJ UNCH    2 0
 GY0019
 GY0019.Superseded values are not recommended for survey control.
 GY0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0019.See file dsdata.txt to determine how the superseded data were derived.
 GY0019
 GY0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB689989(NAD 83)
 GY0019_MARKER: R = RIVET
 GY0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0019_SP_SET: CURBING
 GY0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0019
 GY0019  HISTORY     - Date     Condition        Report By
 GY0019  HISTORY     - UNK      MONUMENTED       NWRR
 GY0019  HISTORY     - 1952     GOOD             NGS
 GY0019
 GY0019                          STATION DESCRIPTION
 GY0019
 GY0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY0019'3.3 MI NW FROM CRUM.
 GY0019'RECOVERED AS DESCRIBED-- 3.3 MILES NORTHWEST ALONG THE NORFOLK
 GY0019'AND WESTERN RAILWAY FROM THE STATION AT CRUM, 0.4 MILE SOUTH OF
 GY0019'MILEPOST NA 15, AT THE SOUTHWEST END OF A TUNNEL, 9 INCHES
 GY0019'SOUTHWEST OF THE INSIDE CORNER, IN THE TOP OF THE CURBING, 6.7
 GY0019'FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 2 FEET BELOW THE
 GY0019'LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0143 ***********************************************************************
 HX0143  DESIGNATION -  RV 127.5
 HX0143  PID         -  HX0143
 HX0143  STATE/COUNTY-  WV/LEWIS
 HX0143  USGS QUAD   -  ROANOKE (1989)
 HX0143
 HX0143                         *CURRENT SURVEY CONTROL
 HX0143  ___________________________________________________________________
 HX0143* NAD 83(1986)-  38 52 31.     (N)    080 28 03.     (W)     SCALED    
 HX0143* NAVD 88     -       330.425  (meters)    1084.07   (feet)  ADJUSTED  
 HX0143  ___________________________________________________________________
 HX0143  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HX0143  DYNAMIC HT  -         330.203 (meters)    1083.34  (feet)  COMP
 HX0143  MODELED GRAV-     979,949.1   (mgal)                       NAVD 88
 HX0143
 HX0143  VERT ORDER  -  SECOND    CLASS 0
 HX0143
 HX0143.The horizontal coordinates were scaled from a topographic map and have
 HX0143.an estimated accuracy of +/- 6 seconds.
 HX0143
 HX0143.The orthometric height was determined by differential leveling
 HX0143.and adjusted by the National Geodetic Survey in June 1991..
 HX0143
 HX0143.The geoid height was determined by GEOID03.
 HX0143
 HX0143.The dynamic height is computed by dividing the NAVD 88
 HX0143.geopotential number by the normal gravity value computed on the
 HX0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0143.degrees latitude (g = 980.6199 gals.).
 HX0143
 HX0143.The modeled gravity was interpolated from observed gravity values.
 HX0143
 HX0143;                    North         East    Units  Estimated Accuracy
 HX0143;SPC WV S     -   208,280.      646,210.      MT  (+/- 180 meters Scaled)
 HX0143
 HX0143                          SUPERSEDED SURVEY CONTROL
 HX0143
 HX0143  NGVD 29 (??/??/92)  330.667  (m)         1084.86   (f) ADJ UNCH    2 0
 HX0143
 HX0143.Superseded values are not recommended for survey control.
 HX0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0143.See file dsdata.txt to determine how the superseded data were derived.
 HX0143
 HX0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND461030(NAD 83)
 HX0143_MARKER: R = RIVET
 HX0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0143_SP_SET: ABUTMENT
 HX0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0143
 HX0143  HISTORY     - Date     Condition        Report By
 HX0143  HISTORY     - UNK      MONUMENTED       BORR
 HX0143  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0143
 HX0143                          STATION DESCRIPTION
 HX0143
 HX0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0143'0.8 MI NW FROM WALKERSVILLE.
 HX0143'0.8 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX0143'THE STATION AT WALKERSVILLE, 147 FEET NORTH OF POLE 127+15, AT
 HX0143'BRIDGE 127.5, IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH
 HX0143'STONE ABUTMENT, 7 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 HX0143'1 FOOT LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 HX0143'NOTE-- BELIEVED TO HAVE BEEN DESTROYED BY BRIDGE CONSTRUCTION AS
 HX0143'THE ABUTMENT HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0022 ***********************************************************************
 GY0022  DESIGNATION -  RV 128
 GY0022  PID         -  GY0022
 GY0022  STATE/COUNTY-  WV/WAYNE
 GY0022  USGS QUAD   -  WEBB (1989)
 GY0022
 GY0022                         *CURRENT SURVEY CONTROL
 GY0022  ___________________________________________________________________
 GY0022* NAD 83(1986)-  37 55 32.     (N)    082 28 44.     (W)     SCALED    
 GY0022* NAVD 88     -       187.144  (meters)     613.99   (feet)  ADJUSTED  
 GY0022  ___________________________________________________________________
 GY0022  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 GY0022  DYNAMIC HT  -         187.008 (meters)     613.54  (feet)  COMP
 GY0022  MODELED GRAV-     979,897.9   (mgal)                       NAVD 88
 GY0022
 GY0022  VERT ORDER  -  SECOND    CLASS 0
 GY0022
 GY0022.The horizontal coordinates were scaled from a topographic map and have
 GY0022.an estimated accuracy of +/- 6 seconds.
 GY0022
 GY0022.The orthometric height was determined by differential leveling
 GY0022.and adjusted by the National Geodetic Survey in June 1991..
 GY0022
 GY0022.The geoid height was determined by GEOID03.
 GY0022
 GY0022.The dynamic height is computed by dividing the NAVD 88
 GY0022.geopotential number by the normal gravity value computed on the
 GY0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0022.degrees latitude (g = 980.6199 gals.).
 GY0022
 GY0022.The modeled gravity was interpolated from observed gravity values.
 GY0022
 GY0022;                    North         East    Units  Estimated Accuracy
 GY0022;SPC WV S     -   103,760.      469,990.      MT  (+/- 180 meters Scaled)
 GY0022
 GY0022                          SUPERSEDED SURVEY CONTROL
 GY0022
 GY0022  NGVD 29 (??/??/92)  187.365  (m)          614.71   (f) ADJ UNCH    2 0
 GY0022
 GY0022.Superseded values are not recommended for survey control.
 GY0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0022.See file dsdata.txt to determine how the superseded data were derived.
 GY0022
 GY0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB700985(NAD 83)
 GY0022_MARKER: R = RIVET
 GY0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0022_SP_SET: CURBING
 GY0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0022
 GY0022  HISTORY     - Date     Condition        Report By
 GY0022  HISTORY     - UNK      MONUMENTED       NWRR
 GY0022  HISTORY     - 1952     GOOD             NGS
 GY0022  HISTORY     - 1957     GOOD             NGS
 GY0022
 GY0022                          STATION DESCRIPTION
 GY0022
 GY0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY0022'2.6 MI N FROM CRUM.
 GY0022'ABOUT 2.6 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0022'FROM THE STATION AT CRUM, ABOUT 0.1 MILE SOUTH OF THE STATION
 GY0022'AT TRIPP, ABOUT 0.1 MILE SOUTH OF MILE POST NA 14, IN THE TOP
 GY0022'OF THE SOUTH END OF THE CONCRETE CURBING OF EAST WALL OF THE
 GY0022'TUNNEL FOR THE NORTH BOUND TRACK, 2.8 FEET EAST OF EAST RAIL OF
 GY0022'NORTH BOUND TRACK, 5 1/2 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 GY0022'SOUTH END OF EAST WALL OF TUNNEL AND ABOUT LEVEL WITH TRACK.
 GY0022
 GY0022                          STATION RECOVERY (1957)
 GY0022
 GY0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GY0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0139 ***********************************************************************
 HX0139  DESIGNATION -  RV 128.6
 HX0139  PID         -  HX0139
 HX0139  STATE/COUNTY-  WV/LEWIS
 HX0139  USGS QUAD   -  WALKERSVILLE (1976)
 HX0139
 HX0139                         *CURRENT SURVEY CONTROL
 HX0139  ___________________________________________________________________
 HX0139* NAD 83(1986)-  38 52 12.     (N)    080 27 17.     (W)     SCALED    
 HX0139* NAVD 88     -       331.332  (meters)    1087.05   (feet)  ADJUSTED  
 HX0139  ___________________________________________________________________
 HX0139  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HX0139  DYNAMIC HT  -         331.109 (meters)    1086.31  (feet)  COMP
 HX0139  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 HX0139
 HX0139  VERT ORDER  -  SECOND    CLASS 0
 HX0139
 HX0139.The horizontal coordinates were scaled from a topographic map and have
 HX0139.an estimated accuracy of +/- 6 seconds.
 HX0139
 HX0139.The orthometric height was determined by differential leveling
 HX0139.and adjusted by the National Geodetic Survey in June 1991..
 HX0139
 HX0139.The geoid height was determined by GEOID03.
 HX0139
 HX0139.The dynamic height is computed by dividing the NAVD 88
 HX0139.geopotential number by the normal gravity value computed on the
 HX0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0139.degrees latitude (g = 980.6199 gals.).
 HX0139
 HX0139.The modeled gravity was interpolated from observed gravity values.
 HX0139
 HX0139;                    North         East    Units  Estimated Accuracy
 HX0139;SPC WV S     -   207,700.      647,320.      MT  (+/- 180 meters Scaled)
 HX0139
 HX0139                          SUPERSEDED SURVEY CONTROL
 HX0139
 HX0139  NGVD 29 (??/??/92)  331.570  (m)         1087.83   (f) ADJ UNCH    2 0
 HX0139
 HX0139.Superseded values are not recommended for survey control.
 HX0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0139.See file dsdata.txt to determine how the superseded data were derived.
 HX0139
 HX0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND473024(NAD 83)
 HX0139_MARKER: R = RIVET
 HX0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0139_SP_SET: ABUTMENT
 HX0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0139
 HX0139  HISTORY     - Date     Condition        Report By
 HX0139  HISTORY     - UNK      MONUMENTED       BORR
 HX0139  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0139
 HX0139                          STATION DESCRIPTION
 HX0139
 HX0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0139'0.2 MI E FROM WALKERSVILLE.
 HX0139'0.2 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX0139'STATION AT WALKERSVILLE, AT BRIDGE 128.6, IN THE TOP OF THE
 HX0139'SOUTHEAST CORNER OF THE SOUTH STONE ABUTMENT, 8 FEET EAST OF THE
 HX0139'CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 HX0139'A STANDARD MONEL-METAL RIVET.  NOTE-- BELIEVED TO HAVE BEEN
 HX0139'DESTROYED BY BRIDGE CONSTRUCTION AS THE BRIDGE ABUTMENT HAS BEEN
 HX0139'REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0024 ***********************************************************************
 GY0024  DESIGNATION -  RV 129
 GY0024  PID         -  GY0024
 GY0024  STATE/COUNTY-  WV/WAYNE
 GY0024  USGS QUAD   -  WEBB (1989)
 GY0024
 GY0024                         *CURRENT SURVEY CONTROL
 GY0024  ___________________________________________________________________
 GY0024* NAD 83(1986)-  37 55 20.     (N)    082 28 06.     (W)     SCALED    
 GY0024* NAVD 88     -       186.825  (meters)     612.94   (feet)  ADJUSTED  
 GY0024  ___________________________________________________________________
 GY0024  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 GY0024  DYNAMIC HT  -         186.689 (meters)     612.50  (feet)  COMP
 GY0024  MODELED GRAV-     979,896.4   (mgal)                       NAVD 88
 GY0024
 GY0024  VERT ORDER  -  SECOND    CLASS 0
 GY0024
 GY0024.The horizontal coordinates were scaled from a topographic map and have
 GY0024.an estimated accuracy of +/- 6 seconds.
 GY0024
 GY0024.The orthometric height was determined by differential leveling
 GY0024.and adjusted by the National Geodetic Survey in June 1991..
 GY0024
 GY0024.The geoid height was determined by GEOID03.
 GY0024
 GY0024.The dynamic height is computed by dividing the NAVD 88
 GY0024.geopotential number by the normal gravity value computed on the
 GY0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0024.degrees latitude (g = 980.6199 gals.).
 GY0024
 GY0024.The modeled gravity was interpolated from observed gravity values.
 GY0024
 GY0024;                    North         East    Units  Estimated Accuracy
 GY0024;SPC WV S     -   103,380.      470,910.      MT  (+/- 180 meters Scaled)
 GY0024
 GY0024                          SUPERSEDED SURVEY CONTROL
 GY0024
 GY0024  NGVD 29 (??/??/92)  187.046  (m)          613.67   (f) ADJ UNCH    2 0
 GY0024
 GY0024.Superseded values are not recommended for survey control.
 GY0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0024.See file dsdata.txt to determine how the superseded data were derived.
 GY0024
 GY0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB709982(NAD 83)
 GY0024_MARKER: R = RIVET
 GY0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0024_SP_SET: ABUTMENT
 GY0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0024
 GY0024  HISTORY     - Date     Condition        Report By
 GY0024  HISTORY     - UNK      MONUMENTED       NWRR
 GY0024  HISTORY     - 1957     GOOD             NGS
 GY0024
 GY0024                          STATION DESCRIPTION
 GY0024
 GY0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0024'1.9 MI NW FROM CRUM.
 GY0024'ABOUT 1.9 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0024'FROM THE STATION AT CRUM, ABOUT 10 RAILS NORTH OF NORTH END OF A
 GY0024'TUNNEL, IN THE TOP OF THE EAST END OF SOUTH ABUTMENT OF RAILROAD
 GY0024'BRIDGE NO. 755, 9 FEET EAST OF EAST RAIL AND ABOUT LEVEL WITH
 GY0024'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0135 ***********************************************************************
 HX0135  DESIGNATION -  RV 129.7
 HX0135  PID         -  HX0135
 HX0135  STATE/COUNTY-  WV/LEWIS
 HX0135  USGS QUAD   -  WALKERSVILLE (1976)
 HX0135
 HX0135                         *CURRENT SURVEY CONTROL
 HX0135  ___________________________________________________________________
 HX0135* NAD 83(1986)-  38 52 03.     (N)    080 26 06.     (W)     SCALED    
 HX0135* NAVD 88     -       339.931  (meters)    1115.26   (feet)  ADJUSTED  
 HX0135  ___________________________________________________________________
 HX0135  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HX0135  DYNAMIC HT  -         339.702 (meters)    1114.51  (feet)  COMP
 HX0135  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 HX0135
 HX0135  VERT ORDER  -  SECOND    CLASS 0
 HX0135
 HX0135.The horizontal coordinates were scaled from a topographic map and have
 HX0135.an estimated accuracy of +/- 6 seconds.
 HX0135
 HX0135.The orthometric height was determined by differential leveling
 HX0135.and adjusted by the National Geodetic Survey in June 1991..
 HX0135
 HX0135.The geoid height was determined by GEOID03.
 HX0135
 HX0135.The dynamic height is computed by dividing the NAVD 88
 HX0135.geopotential number by the normal gravity value computed on the
 HX0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0135.degrees latitude (g = 980.6199 gals.).
 HX0135
 HX0135.The modeled gravity was interpolated from observed gravity values.
 HX0135
 HX0135;                    North         East    Units  Estimated Accuracy
 HX0135;SPC WV S     -   207,430.      649,040.      MT  (+/- 180 meters Scaled)
 HX0135
 HX0135                          SUPERSEDED SURVEY CONTROL
 HX0135
 HX0135  NGVD 29 (??/??/92)  340.122  (m)         1115.88   (f) ADJ UNCH    2 0
 HX0135
 HX0135.Superseded values are not recommended for survey control.
 HX0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0135.See file dsdata.txt to determine how the superseded data were derived.
 HX0135
 HX0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND490022(NAD 83)
 HX0135_MARKER: R = RIVET
 HX0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0135_SP_SET: ABUTMENT
 HX0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0135
 HX0135  HISTORY     - Date     Condition        Report By
 HX0135  HISTORY     - UNK      MONUMENTED       BORR
 HX0135  HISTORY     - 1962     GOOD             NGS
 HX0135
 HX0135                          STATION DESCRIPTION
 HX0135
 HX0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0135'1.7 MI E FROM WALKERSVILLE.
 HX0135'ABOUT 1.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX0135'THE STATION AT WALKERSVILLE, ABOUT 0.3 MILE SOUTHEAST OF A SMALL
 HX0135'COMMUNITY OF CRAWFORD, SET ON TOP OF THE SOUTHWEST END OF THE
 HX0135'NORTHWEST STONE ABUTMENT OF A BRIDGE OVER WEST FORK RIVER,
 HX0135'5 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 10 RAILS
 HX0135'NORTHWEST OF A FARM ROAD CROSSING, AND ABOUT 1 1/2 FEET BELOW
 HX0135'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1901 ***********************************************************************
 HW1901  DESIGNATION -  RV 13
 HW1901  PID         -  HW1901
 HW1901  STATE/COUNTY-  WV/RANDOLPH
 HW1901  USGS QUAD   -  ELKINS (1995)
 HW1901
 HW1901                         *CURRENT SURVEY CONTROL
 HW1901  ___________________________________________________________________
 HW1901* NAD 83(1986)-  38 55 06.     (N)    079 47 01.     (W)     SCALED    
 HW1901* NAVD 88     -       713.175  (meters)    2339.81   (feet)  POSTED    
 HW1901  ___________________________________________________________________
 HW1901  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HW1901  DYNAMIC HT  -         712.650 (meters)    2338.09  (feet)  COMP
 HW1901  MODELED GRAV-     979,872.0   (mgal)                       NAVD 88
 HW1901
 HW1901  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HW1901
 HW1901.The horizontal coordinates were scaled from a topographic map and have
 HW1901.an estimated accuracy of +/- 6 seconds.
 HW1901
 HW1901.The orthometric height was determined by differential leveling
 HW1901.and adjusted by the National Geodetic Survey in 1992..
 HW1901.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HW1901.rate of 1.1 thru 2.0 mm/km.
 HW1901
 HW1901.The geoid height was determined by GEOID03.
 HW1901
 HW1901.The dynamic height is computed by dividing the NAVD 88
 HW1901.geopotential number by the normal gravity value computed on the
 HW1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1901.degrees latitude (g = 980.6199 gals.).
 HW1901
 HW1901.The modeled gravity was interpolated from observed gravity values.
 HW1901
 HW1901;                    North         East    Units  Estimated Accuracy
 HW1901;SPC WV S     -   213,620.      705,490.      MT  (+/- 180 meters Scaled)
 HW1901
 HW1901                          SUPERSEDED SURVEY CONTROL
 HW1901
 HW1901  NGVD 29 (??/??/92)  713.324  (m)         2340.30   (f) ADJ UNCH    1 2
 HW1901
 HW1901.Superseded values are not recommended for survey control.
 HW1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1901.See file dsdata.txt to determine how the superseded data were derived.
 HW1901
 HW1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD054084(NAD 83)
 HW1901_MARKER: R = RIVET
 HW1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1901_SP_SET: IRON
 HW1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1901+STABILITY: SURFACE MOTION
 HW1901
 HW1901  HISTORY     - Date     Condition        Report By
 HW1901  HISTORY     - UNK      MONUMENTED       WMRR
 HW1901  HISTORY     - 1933     GOOD             NGS
 HW1901  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1901  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1901
 HW1901                          STATION DESCRIPTION
 HW1901
 HW1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1901'5.4 MI E FROM ELKINS.
 HW1901'5.4 MILES EAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1901'STATION AT ELKINS, RANDOLPH COUNTY, AT THE NORTHEAST CORNER OF THE
 HW1901'EAST END OF THE KELLEY MOUNTAIN TUNNEL, 1-3/4 YARDS NORTH OF THE
 HW1901'CENTERLINE OF THE TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE RAIL.
 HW1901'A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF AN IRON POST
 HW1901'FILLED WITH CONCRETE.
 HW1901
 HW1901                          STATION RECOVERY (1983)
 HW1901
 HW1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1901'MARK NOT FOUND.
 HW1901
 HW1901                          STATION RECOVERY (1983)
 HW1901
 HW1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0873 ***********************************************************************
 KY0873  DESIGNATION -  RV 13
 KY0873  PID         -  KY0873
 KY0873  STATE/COUNTY-  WV/OHIO
 KY0873  USGS QUAD   -  VALLEY GROVE (1981)
 KY0873
 KY0873                         *CURRENT SURVEY CONTROL
 KY0873  ___________________________________________________________________
 KY0873* NAD 83(1986)-  40 05 19.     (N)    080 33 47.     (W)     SCALED    
 KY0873* NAVD 88     -       296.326  (meters)     972.20   (feet)  ADJUSTED  
 KY0873  ___________________________________________________________________
 KY0873  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY0873  DYNAMIC HT  -         296.158 (meters)     971.64  (feet)  COMP
 KY0873  MODELED GRAV-     980,050.2   (mgal)                       NAVD 88
 KY0873
 KY0873  VERT ORDER  -  SECOND    CLASS 0
 KY0873
 KY0873.The horizontal coordinates were scaled from a topographic map and have
 KY0873.an estimated accuracy of +/- 6 seconds.
 KY0873
 KY0873.The orthometric height was determined by differential leveling
 KY0873.and adjusted by the National Geodetic Survey in June 1991..
 KY0873
 KY0873.The geoid height was determined by GEOID03.
 KY0873
 KY0873.The dynamic height is computed by dividing the NAVD 88
 KY0873.geopotential number by the normal gravity value computed on the
 KY0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0873.degrees latitude (g = 980.6199 gals.).
 KY0873
 KY0873.The modeled gravity was interpolated from observed gravity values.
 KY0873
 KY0873;                    North         East    Units  Estimated Accuracy
 KY0873;SPC WV N     -   176,900.      509,340.      MT  (+/- 180 meters Scaled)
 KY0873
 KY0873                          SUPERSEDED SURVEY CONTROL
 KY0873
 KY0873  NGVD 29 (??/??/92)  296.473  (m)          972.68   (f) ADJ UNCH    2 0
 KY0873
 KY0873.Superseded values are not recommended for survey control.
 KY0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0873.See file dsdata.txt to determine how the superseded data were derived.
 KY0873
 KY0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE372376(NAD 83)
 KY0873_MARKER: R = RIVET
 KY0873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0873_SP_SET: SIGNAL CON BASE
 KY0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0873
 KY0873  HISTORY     - Date     Condition        Report By
 KY0873  HISTORY     - UNK      MONUMENTED       BORR
 KY0873  HISTORY     - 1957     GOOD             NGS
 KY0873  HISTORY     - 1960     GOOD             NGS
 KY0873
 KY0873                          STATION DESCRIPTION
 KY0873
 KY0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0873'AT VALLEY GROVE.
 KY0873'AT VALLEY GROVE, ALONG THE BALTIMORE AND OHIO RAILROAD, NEAR
 KY0873'MILEPOLE 56 + 6, 105 FEET SOUTHWEST OF THE SOUTHWEST END OF
 KY0873'OVERPASS NO. 174 OF THE B AND ORR OVER THE STOOL FIRE ROAD,
 KY0873'12.3 FEET NORTHWEST OF THE NORTHWEST RAIL, ON TOP OF THE EAST
 KY0873'CORNER OF THE CONCRETE BASE FOR SIGNAL NO. 561 AND ABOUT LEVEL
 KY0873'WITH THE TOP OF THE RAIL.
 KY0873
 KY0873                          STATION RECOVERY (1960)
 KY0873
 KY0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0833 ***********************************************************************
 JW0833  DESIGNATION -  RV 13
 JW0833  PID         -  JW0833
 JW0833  STATE/COUNTY-  WV/PRESTON
 JW0833  USGS QUAD   -  KINGWOOD (1976)
 JW0833
 JW0833                         *CURRENT SURVEY CONTROL
 JW0833  ___________________________________________________________________
 JW0833* NAD 83(1986)-  39 25 48.     (N)    079 41 08.     (W)     SCALED    
 JW0833* NAVD 88     -       389.122  (meters)    1276.64   (feet)  ADJUSTED  
 JW0833  ___________________________________________________________________
 JW0833  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JW0833  DYNAMIC HT  -         388.879 (meters)    1275.85  (feet)  COMP
 JW0833  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 JW0833
 JW0833  VERT ORDER  -  SECOND    CLASS 0
 JW0833
 JW0833.The horizontal coordinates were scaled from a topographic map and have
 JW0833.an estimated accuracy of +/- 6 seconds.
 JW0833
 JW0833.The orthometric height was determined by differential leveling
 JW0833.and adjusted by the National Geodetic Survey in June 1991..
 JW0833
 JW0833.The geoid height was determined by GEOID03.
 JW0833
 JW0833.The dynamic height is computed by dividing the NAVD 88
 JW0833.geopotential number by the normal gravity value computed on the
 JW0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0833.degrees latitude (g = 980.6199 gals.).
 JW0833
 JW0833.The modeled gravity was interpolated from observed gravity values.
 JW0833
 JW0833;                    North         East    Units  Estimated Accuracy
 JW0833;SPC WV N     -   103,260.      584,030.      MT  (+/- 180 meters Scaled)
 JW0833
 JW0833                          SUPERSEDED SURVEY CONTROL
 JW0833
 JW0833  NGVD 29 (??/??/92)  389.313  (m)         1277.27   (f) ADJ UNCH    2 0
 JW0833
 JW0833.Superseded values are not recommended for survey control.
 JW0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0833.See file dsdata.txt to determine how the superseded data were derived.
 JW0833
 JW0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD131653(NAD 83)
 JW0833_MARKER: R = RIVET
 JW0833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0833_SP_SET: BRIDGE
 JW0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0833
 JW0833  HISTORY     - Date     Condition        Report By
 JW0833  HISTORY     - UNK      MONUMENTED       BORR
 JW0833  HISTORY     - 1935     GOOD             NGS
 JW0833
 JW0833                          STATION DESCRIPTION
 JW0833
 JW0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0833'5.6 MI S FROM ALBRIGHT.
 JW0833'5.6 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0833'STATION AT ALBRIGHT, PRESTON COUNTY, 0.3 MILE SOUTHEAST OF
 JW0833'PRESTON, 60 FEET WEST OF THE THIRD POLE SOUTH OF MILEAGE SIGN
 JW0833'39.15, AT A BRIDGE, IN THE TOP OF THE COPING ON THE SOUTH CORNER
 JW0833'OF THE NORTH ABUTMENT, AND 5 FEET SOUTHWEST OF THE SOUTHWEST RAIL.
 JW0833'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0025 ***********************************************************************
 GY0025  DESIGNATION -  RV 131
 GY0025  PID         -  GY0025
 GY0025  STATE/COUNTY-  WV/WAYNE
 GY0025  USGS QUAD   -  WEBB (1989)
 GY0025
 GY0025                         *CURRENT SURVEY CONTROL
 GY0025  ___________________________________________________________________
 GY0025* NAD 83(1986)-  37 54 37.     (N)    082 27 29.     (W)     SCALED    
 GY0025* NAVD 88     -       187.782  (meters)     616.08   (feet)  ADJUSTED  
 GY0025  ___________________________________________________________________
 GY0025  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GY0025  DYNAMIC HT  -         187.645 (meters)     615.63  (feet)  COMP
 GY0025  MODELED GRAV-     979,894.2   (mgal)                       NAVD 88
 GY0025
 GY0025  VERT ORDER  -  SECOND    CLASS 0
 GY0025
 GY0025.The horizontal coordinates were scaled from a topographic map and have
 GY0025.an estimated accuracy of +/- 6 seconds.
 GY0025
 GY0025.The orthometric height was determined by differential leveling
 GY0025.and adjusted by the National Geodetic Survey in June 1991..
 GY0025
 GY0025.The geoid height was determined by GEOID03.
 GY0025
 GY0025.The dynamic height is computed by dividing the NAVD 88
 GY0025.geopotential number by the normal gravity value computed on the
 GY0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0025.degrees latitude (g = 980.6199 gals.).
 GY0025
 GY0025.The modeled gravity was interpolated from observed gravity values.
 GY0025
 GY0025;                    North         East    Units  Estimated Accuracy
 GY0025;SPC WV S     -   102,040.      471,790.      MT  (+/- 180 meters Scaled)
 GY0025
 GY0025                          SUPERSEDED SURVEY CONTROL
 GY0025
 GY0025  NGVD 29 (??/??/92)  188.002  (m)          616.80   (f) ADJ UNCH    2 0
 GY0025
 GY0025.Superseded values are not recommended for survey control.
 GY0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0025.See file dsdata.txt to determine how the superseded data were derived.
 GY0025
 GY0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB718968(NAD 83)
 GY0025_MARKER: R = RIVET
 GY0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0025_SP_SET: FOUNDATION
 GY0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0025
 GY0025  HISTORY     - Date     Condition        Report By
 GY0025  HISTORY     - UNK      MONUMENTED       NWRR
 GY0025  HISTORY     - 1935     GOOD             NGS
 GY0025
 GY0025                          STATION DESCRIPTION
 GY0025
 GY0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0025'0.9 MI NW FROM CRUM.
 GY0025'0.9 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0025'THE STATION AT CRUM, WAYNE COUNTY, ABOUT 1/2 MILE SOUTHEAST
 GY0025'OF TUNNEL 4, 0.2 MILE NORTHWEST OF MILEPOST NA 12, AT A LARGE
 GY0025'WATER TANK, IN THE TOP OF THE NORTHEAST EDGE OF THE CONCRETE
 GY0025'FOUNDATION OF A WATER SOFTENER, 34 FEET SOUTHWEST OF THE
 GY0025'SOUTHWEST RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL.
 GY0025'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0026 ***********************************************************************
 GY0026  DESIGNATION -  RV 132
 GY0026  PID         -  GY0026
 GY0026  STATE/COUNTY-  WV/WAYNE
 GY0026  USGS QUAD   -  WEBB (1989)
 GY0026
 GY0026                         *CURRENT SURVEY CONTROL
 GY0026  ___________________________________________________________________
 GY0026* NAD 83(1986)-  37 54 27.     (N)    082 26 54.     (W)     SCALED    
 GY0026* NAVD 88     -       188.773  (meters)     619.33   (feet)  ADJUSTED  
 GY0026  ___________________________________________________________________
 GY0026  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GY0026  DYNAMIC HT  -         188.635 (meters)     618.88  (feet)  COMP
 GY0026  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 GY0026
 GY0026  VERT ORDER  -  SECOND    CLASS 0
 GY0026
 GY0026.The horizontal coordinates were scaled from a topographic map and have
 GY0026.an estimated accuracy of +/- 6 seconds.
 GY0026
 GY0026.The orthometric height was determined by differential leveling
 GY0026.and adjusted by the National Geodetic Survey in June 1991..
 GY0026
 GY0026.The geoid height was determined by GEOID03.
 GY0026
 GY0026.The dynamic height is computed by dividing the NAVD 88
 GY0026.geopotential number by the normal gravity value computed on the
 GY0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0026.degrees latitude (g = 980.6199 gals.).
 GY0026
 GY0026.The modeled gravity was interpolated from observed gravity values.
 GY0026
 GY0026;                    North         East    Units  Estimated Accuracy
 GY0026;SPC WV S     -   101,720.      472,640.      MT  (+/- 180 meters Scaled)
 GY0026
 GY0026                          SUPERSEDED SURVEY CONTROL
 GY0026
 GY0026  NGVD 29 (??/??/92)  188.993  (m)          620.05   (f) ADJ UNCH    2 0
 GY0026
 GY0026.Superseded values are not recommended for survey control.
 GY0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0026.See file dsdata.txt to determine how the superseded data were derived.
 GY0026
 GY0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB726965(NAD 83)
 GY0026_MARKER: R = RIVET
 GY0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0026_SP_SET: CONCRETE
 GY0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0026
 GY0026  HISTORY     - Date     Condition        Report By
 GY0026  HISTORY     - UNK      MONUMENTED       NWRR
 GY0026  HISTORY     - 1935     GOOD             NGS
 GY0026
 GY0026                          STATION DESCRIPTION
 GY0026
 GY0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0026'0.4 MI NW FROM CRUM.
 GY0026'0.4 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0026'THE STATION AT CRUM, WAYNE COUNTY, 0.3 MILE SOUTHEAST OF
 GY0026'MILEPOST NA 12, AT SEMAPHORE S 115, IN THE TOP OF THE CONCRETE
 GY0026'BASE, 2 INCHES FROM THE WEST CORNER, 35 FEET SOUTHWEST OF THE
 GY0026'CENTERLINE OF U.S. HIGHWAY 52, 16 FEET NORTHEAST OF THE NORTHEAST
 GY0026'RAIL, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD MONEL-METAL
 GY0026'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0029 ***********************************************************************
 GY0029  DESIGNATION -  RV 133
 GY0029  PID         -  GY0029
 GY0029  STATE/COUNTY-  WV/WAYNE
 GY0029  USGS QUAD   -  WEBB (1989)
 GY0029
 GY0029                         *CURRENT SURVEY CONTROL
 GY0029  ___________________________________________________________________
 GY0029* NAD 83(1986)-  37 54 04.     (N)    082 26 21.     (W)     SCALED    
 GY0029* NAVD 88     -       189.174  (meters)     620.65   (feet)  ADJUSTED  
 GY0029  ___________________________________________________________________
 GY0029  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GY0029  DYNAMIC HT  -         189.035 (meters)     620.19  (feet)  COMP
 GY0029  MODELED GRAV-     979,892.6   (mgal)                       NAVD 88
 GY0029
 GY0029  VERT ORDER  -  SECOND    CLASS 0
 GY0029
 GY0029.The horizontal coordinates were scaled from a topographic map and have
 GY0029.an estimated accuracy of +/- 6 seconds.
 GY0029
 GY0029.The orthometric height was determined by differential leveling
 GY0029.and adjusted by the National Geodetic Survey in June 1991..
 GY0029
 GY0029.The geoid height was determined by GEOID03.
 GY0029
 GY0029.The dynamic height is computed by dividing the NAVD 88
 GY0029.geopotential number by the normal gravity value computed on the
 GY0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0029.degrees latitude (g = 980.6199 gals.).
 GY0029
 GY0029.The modeled gravity was interpolated from observed gravity values.
 GY0029
 GY0029;                    North         East    Units  Estimated Accuracy
 GY0029;SPC WV S     -   101,000.      473,440.      MT  (+/- 180 meters Scaled)
 GY0029
 GY0029                          SUPERSEDED SURVEY CONTROL
 GY0029
 GY0029  NGVD 29 (??/??/92)  189.393  (m)          621.37   (f) ADJ UNCH    2 0
 GY0029
 GY0029.Superseded values are not recommended for survey control.
 GY0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0029.See file dsdata.txt to determine how the superseded data were derived.
 GY0029
 GY0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB734958(NAD 83)
 GY0029_MARKER: R = RIVET
 GY0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0029_SP_SET: CONCRETE
 GY0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0029
 GY0029  HISTORY     - Date     Condition        Report By
 GY0029  HISTORY     - UNK      MONUMENTED       NWRR
 GY0029  HISTORY     - 1935     GOOD             NGS
 GY0029
 GY0029                          STATION DESCRIPTION
 GY0029
 GY0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0029'AT CRUM.
 GY0029'AT CRUM, WAYNE COUNTY, ON THE NORFOLK AND WESTERN RAILWAY, 0.3
 GY0029'MILE SOUTHEAST OF THE STATION, 3 RAILS SOUTH OF MILEPOST NA 11,
 GY0029'AT THE CROSSING OF U.S. HIGHWAY 52, 17.5 FEET EAST OF THE
 GY0029'CENTERLINE OF THE HIGHWAY, 12.8 FEET SOUTHWEST OF THE SOUTHWEST
 GY0029'RAIL, AT A RAILROAD SIGNAL, IN THE TOP OF THE NORTHEAST CORNER OF
 GY0029'THE CONCRETE BASE, 2 INCHES FROM THE CORNER, AND ABOUT 1 FOOT
 GY0029'ABOVE THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0030 ***********************************************************************
 GY0030  DESIGNATION -  RV 134
 GY0030  PID         -  GY0030
 GY0030  STATE/COUNTY-  WV/WAYNE
 GY0030  USGS QUAD   -  WEBB (1989)
 GY0030
 GY0030                         *CURRENT SURVEY CONTROL
 GY0030  ___________________________________________________________________
 GY0030* NAD 83(1986)-  37 53 39.     (N)    082 25 58.     (W)     SCALED    
 GY0030* NAVD 88     -       189.010  (meters)     620.11   (feet)  ADJUSTED  
 GY0030  ___________________________________________________________________
 GY0030  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GY0030  DYNAMIC HT  -         188.871 (meters)     619.65  (feet)  COMP
 GY0030  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 GY0030
 GY0030  VERT ORDER  -  SECOND    CLASS 0
 GY0030
 GY0030.The horizontal coordinates were scaled from a topographic map and have
 GY0030.an estimated accuracy of +/- 6 seconds.
 GY0030
 GY0030.The orthometric height was determined by differential leveling
 GY0030.and adjusted by the National Geodetic Survey in June 1991..
 GY0030
 GY0030.The geoid height was determined by GEOID03.
 GY0030
 GY0030.The dynamic height is computed by dividing the NAVD 88
 GY0030.geopotential number by the normal gravity value computed on the
 GY0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0030.degrees latitude (g = 980.6199 gals.).
 GY0030
 GY0030.The modeled gravity was interpolated from observed gravity values.
 GY0030
 GY0030;                    North         East    Units  Estimated Accuracy
 GY0030;SPC WV S     -   100,220.      473,990.      MT  (+/- 180 meters Scaled)
 GY0030
 GY0030                          SUPERSEDED SURVEY CONTROL
 GY0030
 GY0030  NGVD 29 (??/??/92)  189.229  (m)          620.83   (f) ADJ UNCH    2 0
 GY0030
 GY0030.Superseded values are not recommended for survey control.
 GY0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0030.See file dsdata.txt to determine how the superseded data were derived.
 GY0030
 GY0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB740950(NAD 83)
 GY0030_MARKER: R = RIVET
 GY0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0030_SP_SET: BRIDGE
 GY0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0030
 GY0030  HISTORY     - Date     Condition        Report By
 GY0030  HISTORY     - UNK      MONUMENTED       NWRR
 GY0030  HISTORY     - 1935     GOOD             NGS
 GY0030
 GY0030                          STATION DESCRIPTION
 GY0030
 GY0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0030'0.9 MI SE FROM CRUM.
 GY0030'0.9 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0030'THE STATION AT CRUM, WAYNE COUNTY, 0.4 MILE NORTH OF MILEPOST
 GY0030'NA 10, AT BRIDGE 754, IN THE TOP OF THE SOUTH BACK WALL, 6 INCHES
 GY0030'FROM THE SOUTHEAST CORNER, 6 FEET EAST OF THE EAST RAIL, AND
 GY0030'ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL
 GY0030'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0031 ***********************************************************************
 GY0031  DESIGNATION -  RV 136
 GY0031  PID         -  GY0031
 GY0031  STATE/COUNTY-  WV/WAYNE
 GY0031  USGS QUAD   -  WEBB (1989)
 GY0031
 GY0031                         *CURRENT SURVEY CONTROL
 GY0031  ___________________________________________________________________
 GY0031* NAD 83(1986)-  37 53 00.     (N)    082 25 05.     (W)     SCALED    
 GY0031* NAVD 88     -       190.608  (meters)     625.35   (feet)  ADJUSTED  
 GY0031  ___________________________________________________________________
 GY0031  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GY0031  DYNAMIC HT  -         190.468 (meters)     624.89  (feet)  COMP
 GY0031  MODELED GRAV-     979,891.4   (mgal)                       NAVD 88
 GY0031
 GY0031  VERT ORDER  -  SECOND    CLASS 0
 GY0031
 GY0031.The horizontal coordinates were scaled from a topographic map and have
 GY0031.an estimated accuracy of +/- 6 seconds.
 GY0031
 GY0031.The orthometric height was determined by differential leveling
 GY0031.and adjusted by the National Geodetic Survey in June 1991..
 GY0031
 GY0031.The geoid height was determined by GEOID03.
 GY0031
 GY0031.The dynamic height is computed by dividing the NAVD 88
 GY0031.geopotential number by the normal gravity value computed on the
 GY0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0031.degrees latitude (g = 980.6199 gals.).
 GY0031
 GY0031.The modeled gravity was interpolated from observed gravity values.
 GY0031
 GY0031;                    North         East    Units  Estimated Accuracy
 GY0031;SPC WV S     -    98,990.      475,260.      MT  (+/- 180 meters Scaled)
 GY0031
 GY0031                          SUPERSEDED SURVEY CONTROL
 GY0031
 GY0031  NGVD 29 (??/??/92)  190.827  (m)          626.07   (f) ADJ UNCH    2 0
 GY0031
 GY0031.Superseded values are not recommended for survey control.
 GY0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0031.See file dsdata.txt to determine how the superseded data were derived.
 GY0031
 GY0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB752938(NAD 83)
 GY0031_MARKER: R = RIVET
 GY0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0031_SP_SET: CONCRETE
 GY0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0031
 GY0031  HISTORY     - Date     Condition        Report By
 GY0031  HISTORY     - UNK      MONUMENTED       NWRR
 GY0031  HISTORY     - 1935     GOOD             NGS
 GY0031
 GY0031                          STATION DESCRIPTION
 GY0031
 GY0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0031'AT STONE COAL.
 GY0031'AT STONE COAL, WAYNE COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GY0031'ABOUT 350 YARDS NORTH OF THE STATION, AT A LARGE WATER TANK,
 GY0031'IN THE TOP OF THE CONCRETE BASE OF THE SOUTH PEDESTAL, 3 INCHES
 GY0031'FROM THE NORTHWEST CORNER, 33 YARDS EAST OF THE EAST RAIL OF A
 GY0031'SPUR TRACK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAIL.  A
 GY0031'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0033 ***********************************************************************
 GY0033  DESIGNATION -  RV 137
 GY0033  PID         -  GY0033
 GY0033  STATE/COUNTY-  WV/WAYNE
 GY0033  USGS QUAD   -  KERMIT (1992)
 GY0033
 GY0033                         *CURRENT SURVEY CONTROL
 GY0033  ___________________________________________________________________
 GY0033* NAD 83(1986)-  37 52 25.     (N)    082 25 02.     (W)     SCALED    
 GY0033* NAVD 88     -       190.849  (meters)     626.14   (feet)  ADJUSTED  
 GY0033  ___________________________________________________________________
 GY0033  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GY0033  DYNAMIC HT  -         190.708 (meters)     625.68  (feet)  COMP
 GY0033  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 GY0033
 GY0033  VERT ORDER  -  SECOND    CLASS 0
 GY0033
 GY0033.The horizontal coordinates were scaled from a topographic map and have
 GY0033.an estimated accuracy of +/- 6 seconds.
 GY0033
 GY0033.The orthometric height was determined by differential leveling
 GY0033.and adjusted by the National Geodetic Survey in June 1991..
 GY0033
 GY0033.The geoid height was determined by GEOID03.
 GY0033
 GY0033.The dynamic height is computed by dividing the NAVD 88
 GY0033.geopotential number by the normal gravity value computed on the
 GY0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0033.degrees latitude (g = 980.6199 gals.).
 GY0033
 GY0033.The modeled gravity was interpolated from observed gravity values.
 GY0033
 GY0033;                    North         East    Units  Estimated Accuracy
 GY0033;SPC WV S     -    97,910.      475,320.      MT  (+/- 180 meters Scaled)
 GY0033
 GY0033                          SUPERSEDED SURVEY CONTROL
 GY0033
 GY0033  NGVD 29 (??/??/92)  191.067  (m)          626.86   (f) ADJ UNCH    2 0
 GY0033
 GY0033.Superseded values are not recommended for survey control.
 GY0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0033.See file dsdata.txt to determine how the superseded data were derived.
 GY0033
 GY0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB753927(NAD 83)
 GY0033_MARKER: R = RIVET
 GY0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0033_SP_SET: CONCRETE
 GY0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0033
 GY0033  HISTORY     - Date     Condition        Report By
 GY0033  HISTORY     - UNK      MONUMENTED       NWRR
 GY0033  HISTORY     - 1935     GOOD             NGS
 GY0033
 GY0033                          STATION DESCRIPTION
 GY0033
 GY0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0033'0.5 MI S FROM STONE COAL.
 GY0033'0.5 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0033'STATION AT STONE COAL, WAYNE COUNTY, 0.5 MILE NORTH OF MILEPOST
 GY0033'NA 8, AT A LARGE WATER TANK, IN THE TOP OF THE CONCRETE BASE OF
 GY0033'THE NORTHWEST PEDESTAL, 5 INCHES FROM THE SOUTHWEST CORNER,
 GY0033'58 FEET EAST OF THE EAST RAIL OF AN EAST SPUR TRACK, AND LEVEL
 GY0033'WITH THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0034 ***********************************************************************
 GY0034  DESIGNATION -  RV 138
 GY0034  PID         -  GY0034
 GY0034  STATE/COUNTY-  WV/WAYNE
 GY0034  USGS QUAD   -  KERMIT (1992)
 GY0034
 GY0034                         *CURRENT SURVEY CONTROL
 GY0034  ___________________________________________________________________
 GY0034* NAD 83(1986)-  37 52 10.     (N)    082 24 32.     (W)     SCALED    
 GY0034* NAVD 88     -       189.863  (meters)     622.91   (feet)  ADJUSTED  
 GY0034  ___________________________________________________________________
 GY0034  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GY0034  DYNAMIC HT  -         189.723 (meters)     622.45  (feet)  COMP
 GY0034  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 GY0034
 GY0034  VERT ORDER  -  SECOND    CLASS 0
 GY0034
 GY0034.The horizontal coordinates were scaled from a topographic map and have
 GY0034.an estimated accuracy of +/- 6 seconds.
 GY0034
 GY0034.The orthometric height was determined by differential leveling
 GY0034.and adjusted by the National Geodetic Survey in June 1991..
 GY0034
 GY0034.The geoid height was determined by GEOID03.
 GY0034
 GY0034.The dynamic height is computed by dividing the NAVD 88
 GY0034.geopotential number by the normal gravity value computed on the
 GY0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0034.degrees latitude (g = 980.6199 gals.).
 GY0034
 GY0034.The modeled gravity was interpolated from observed gravity values.
 GY0034
 GY0034;                    North         East    Units  Estimated Accuracy
 GY0034;SPC WV S     -    97,440.      476,050.      MT  (+/- 180 meters Scaled)
 GY0034
 GY0034                          SUPERSEDED SURVEY CONTROL
 GY0034
 GY0034  NGVD 29 (??/??/92)  190.082  (m)          623.63   (f) ADJ UNCH    2 0
 GY0034
 GY0034.Superseded values are not recommended for survey control.
 GY0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0034.See file dsdata.txt to determine how the superseded data were derived.
 GY0034
 GY0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB760922(NAD 83)
 GY0034_MARKER: R = RIVET
 GY0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0034_SP_SET: CULVERT
 GY0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0034
 GY0034  HISTORY     - Date     Condition        Report By
 GY0034  HISTORY     - UNK      MONUMENTED       NWRR
 GY0034  HISTORY     - 1935     GOOD             NGS
 GY0034
 GY0034                          STATION DESCRIPTION
 GY0034
 GY0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0034'1.1 MI SE FROM STONE COAL.
 GY0034'1.1 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0034'THE STATION AT STONE COAL, WAYNE COUNTY, 15 RAILS EAST OF
 GY0034'MILEPOST NA 8, 30 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 GY0034'52, AT A CONCRETE CULVERT UNDER THE TRACK, IN THE TOP OF THE SOUTH
 GY0034'HEADWALL, 3 INCHES FROM THE SOUTHWEST CORNER, 10.8 FEET SOUTH OF
 GY0034'THE SOUTH RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE RAIL.
 GY0034'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1902 ***********************************************************************
 HW1902  DESIGNATION -  RV 14
 HW1902  PID         -  HW1902
 HW1902  STATE/COUNTY-  WV/RANDOLPH
 HW1902  USGS QUAD   -  ELKINS (1995)
 HW1902
 HW1902                         *CURRENT SURVEY CONTROL
 HW1902  ___________________________________________________________________
 HW1902* NAD 83(1986)-  38 54 40.     (N)    079 46 11.     (W)     SCALED    
 HW1902* NAVD 88     -       693.405  (meters)    2274.95   (feet)  POSTED    
 HW1902  ___________________________________________________________________
 HW1902  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HW1902  DYNAMIC HT  -         692.900 (meters)    2273.29  (feet)  COMP
 HW1902  MODELED GRAV-     979,870.9   (mgal)                       NAVD 88
 HW1902
 HW1902  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HW1902
 HW1902.The horizontal coordinates were scaled from a topographic map and have
 HW1902.an estimated accuracy of +/- 6 seconds.
 HW1902
 HW1902.The orthometric height was determined by differential leveling
 HW1902.and adjusted by the National Geodetic Survey in 1992..
 HW1902.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HW1902.rate of 1.1 thru 2.0 mm/km.
 HW1902
 HW1902.The geoid height was determined by GEOID03.
 HW1902
 HW1902.The dynamic height is computed by dividing the NAVD 88
 HW1902.geopotential number by the normal gravity value computed on the
 HW1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1902.degrees latitude (g = 980.6199 gals.).
 HW1902
 HW1902.The modeled gravity was interpolated from observed gravity values.
 HW1902
 HW1902;                    North         East    Units  Estimated Accuracy
 HW1902;SPC WV S     -   212,830.      706,710.      MT  (+/- 180 meters Scaled)
 HW1902
 HW1902                          SUPERSEDED SURVEY CONTROL
 HW1902
 HW1902  NGVD 29 (??/??/92)  693.552  (m)         2275.43   (f) ADJ UNCH    1 2
 HW1902
 HW1902.Superseded values are not recommended for survey control.
 HW1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1902.See file dsdata.txt to determine how the superseded data were derived.
 HW1902
 HW1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD066076(NAD 83)
 HW1902_MARKER: R = RIVET
 HW1902_SETTING: 80 = SET IN A BOULDER
 HW1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1902+STABILITY: SURFACE MOTION
 HW1902
 HW1902  HISTORY     - Date     Condition        Report By
 HW1902  HISTORY     - UNK      MONUMENTED       WMRR
 HW1902  HISTORY     - 1933     GOOD             NGS
 HW1902  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1902  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1902
 HW1902                          STATION DESCRIPTION
 HW1902
 HW1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1902'6.4 MI E FROM ELKINS.
 HW1902'6.4 MILES EAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1902'STATION AT ELKINS, RANDOLPH COUNTY, 0.9 MILE EAST OF THE EAST
 HW1902'END OF THE KELLEY MOUNTAIN TUNNEL, 0.4 MILE EAST OF MILEPOST
 HW1902'E 6, 4 YARDS NORTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF
 HW1902'A JAGGED ROCK BOULDER, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 HW1902'A STANDARD MONEL-METAL RIVET.
 HW1902
 HW1902                          STATION RECOVERY (1983)
 HW1902
 HW1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1902'MARK NOT FOUND.
 HW1902
 HW1902                          STATION RECOVERY (1983)
 HW1902
 HW1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0834 ***********************************************************************
 JW0834  DESIGNATION -  RV 14
 JW0834  PID         -  JW0834
 JW0834  STATE/COUNTY-  WV/PRESTON
 JW0834  USGS QUAD   -  KINGWOOD (1976)
 JW0834
 JW0834                         *CURRENT SURVEY CONTROL
 JW0834  ___________________________________________________________________
 JW0834* NAD 83(1986)-  39 25 28.     (N)    079 41 08.     (W)     SCALED    
 JW0834* NAVD 88     -       390.499  (meters)    1281.16   (feet)  ADJUSTED  
 JW0834  ___________________________________________________________________
 JW0834  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JW0834  DYNAMIC HT  -         390.255 (meters)    1280.36  (feet)  COMP
 JW0834  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 JW0834
 JW0834  VERT ORDER  -  SECOND    CLASS 0
 JW0834
 JW0834.The horizontal coordinates were scaled from a topographic map and have
 JW0834.an estimated accuracy of +/- 6 seconds.
 JW0834
 JW0834.The orthometric height was determined by differential leveling
 JW0834.and adjusted by the National Geodetic Survey in June 1991..
 JW0834
 JW0834.The geoid height was determined by GEOID03.
 JW0834
 JW0834.The dynamic height is computed by dividing the NAVD 88
 JW0834.geopotential number by the normal gravity value computed on the
 JW0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0834.degrees latitude (g = 980.6199 gals.).
 JW0834
 JW0834.The modeled gravity was interpolated from observed gravity values.
 JW0834
 JW0834;                    North         East    Units  Estimated Accuracy
 JW0834;SPC WV N     -   102,650.      584,020.      MT  (+/- 180 meters Scaled)
 JW0834
 JW0834                          SUPERSEDED SURVEY CONTROL
 JW0834
 JW0834  NGVD 29 (??/??/92)  390.692  (m)         1281.80   (f) ADJ UNCH    2 0
 JW0834
 JW0834.Superseded values are not recommended for survey control.
 JW0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0834.See file dsdata.txt to determine how the superseded data were derived.
 JW0834
 JW0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD131647(NAD 83)
 JW0834_MARKER: R = RIVET
 JW0834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0834_SP_SET: BRIDGE
 JW0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0834
 JW0834  HISTORY     - Date     Condition        Report By
 JW0834  HISTORY     - UNK      MONUMENTED       BORR
 JW0834  HISTORY     - 1935     GOOD             NGS
 JW0834
 JW0834                          STATION DESCRIPTION
 JW0834
 JW0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0834'5.8 MI N FROM MANHEIM.
 JW0834'5.8 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0834'STATION AT MANHEIM, PRESTON COUNTY, 390 FEET NORTH OF MILEPOST
 JW0834'40, AT A BRIDGE, AND IN THE TOP OF THE WEST END OF THE NORTH
 JW0834'ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0874 ***********************************************************************
 KY0874  DESIGNATION -  RV 14
 KY0874  PID         -  KY0874
 KY0874  STATE/COUNTY-  WV/OHIO
 KY0874  USGS QUAD   -  VALLEY GROVE (1981)
 KY0874
 KY0874                         *CURRENT SURVEY CONTROL
 KY0874  ___________________________________________________________________
 KY0874* NAD 83(1986)-  40 06 06.     (N)    080 33 04.     (W)     SCALED    
 KY0874* NAVD 88     -       319.448  (meters)    1048.06   (feet)  ADJUSTED  
 KY0874  ___________________________________________________________________
 KY0874  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY0874  DYNAMIC HT  -         319.267 (meters)    1047.46  (feet)  COMP
 KY0874  MODELED GRAV-     980,050.3   (mgal)                       NAVD 88
 KY0874
 KY0874  VERT ORDER  -  SECOND    CLASS 0
 KY0874
 KY0874.The horizontal coordinates were scaled from a topographic map and have
 KY0874.an estimated accuracy of +/- 6 seconds.
 KY0874
 KY0874.The orthometric height was determined by differential leveling
 KY0874.and adjusted by the National Geodetic Survey in June 1991..
 KY0874
 KY0874.The geoid height was determined by GEOID03.
 KY0874
 KY0874.The dynamic height is computed by dividing the NAVD 88
 KY0874.geopotential number by the normal gravity value computed on the
 KY0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0874.degrees latitude (g = 980.6199 gals.).
 KY0874
 KY0874.The modeled gravity was interpolated from observed gravity values.
 KY0874
 KY0874;                    North         East    Units  Estimated Accuracy
 KY0874;SPC WV N     -   178,340.      510,380.      MT  (+/- 180 meters Scaled)
 KY0874
 KY0874                          SUPERSEDED SURVEY CONTROL
 KY0874
 KY0874  NGVD 29 (??/??/92)  319.593  (m)         1048.53   (f) ADJ UNCH    2 0
 KY0874
 KY0874.Superseded values are not recommended for survey control.
 KY0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0874.See file dsdata.txt to determine how the superseded data were derived.
 KY0874
 KY0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE382391(NAD 83)
 KY0874_MARKER: R = RIVET
 KY0874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0874_SP_SET: BASE
 KY0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0874
 KY0874  HISTORY     - Date     Condition        Report By
 KY0874  HISTORY     - UNK      MONUMENTED       BORR
 KY0874  HISTORY     - 1957     GOOD             NGS
 KY0874
 KY0874                          STATION DESCRIPTION
 KY0874
 KY0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0874'1 MI NE FROM VALLEY GROVE.
 KY0874'ABOUT 1.05 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO
 KY0874'RAILROAD FROM ITS OVERPASS OVER STOOL FIRE ROAD AT VALLEY
 KY0874'GROVE, NEAR MILEAGE POLE NO. 54 + 52, 8 FEET NORTHWEST OF THE
 KY0874'NORTHWEST RAIL, ON TOP OF THE EAST CORNER OF THE CONCRETE BASE
 KY0874'FOR SIGNAL NO. 549 AND 1/2 FOOT BELOW THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0036 ***********************************************************************
 GY0036  DESIGNATION -  RV 140
 GY0036  PID         -  GY0036
 GY0036  STATE/COUNTY-  WV/WAYNE
 GY0036  USGS QUAD   -  KERMIT (1992)
 GY0036
 GY0036                         *CURRENT SURVEY CONTROL
 GY0036  ___________________________________________________________________
 GY0036* NAD 83(1986)-  37 51 20.     (N)    082 24 50.     (W)     SCALED    
 GY0036* NAVD 88     -       190.644  (meters)     625.47   (feet)  ADJUSTED  
 GY0036  ___________________________________________________________________
 GY0036  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GY0036  DYNAMIC HT  -         190.503 (meters)     625.01  (feet)  COMP
 GY0036  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 GY0036
 GY0036  VERT ORDER  -  SECOND    CLASS 0
 GY0036
 GY0036.The horizontal coordinates were scaled from a topographic map and have
 GY0036.an estimated accuracy of +/- 6 seconds.
 GY0036
 GY0036.The orthometric height was determined by differential leveling
 GY0036.and adjusted by the National Geodetic Survey in June 1991..
 GY0036
 GY0036.The geoid height was determined by GEOID03.
 GY0036
 GY0036.The dynamic height is computed by dividing the NAVD 88
 GY0036.geopotential number by the normal gravity value computed on the
 GY0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0036.degrees latitude (g = 980.6199 gals.).
 GY0036
 GY0036.The modeled gravity was interpolated from observed gravity values.
 GY0036
 GY0036;                    North         East    Units  Estimated Accuracy
 GY0036;SPC WV S     -    95,910.      475,580.      MT  (+/- 180 meters Scaled)
 GY0036
 GY0036                          SUPERSEDED SURVEY CONTROL
 GY0036
 GY0036  NGVD 29 (??/??/92)  190.861  (m)          626.18   (f) ADJ UNCH    2 0
 GY0036
 GY0036.Superseded values are not recommended for survey control.
 GY0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0036.See file dsdata.txt to determine how the superseded data were derived.
 GY0036
 GY0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB756907(NAD 83)
 GY0036_MARKER: R = RIVET
 GY0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0036_SP_SET: BRIDGE
 GY0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0036
 GY0036  HISTORY     - Date     Condition        Report By
 GY0036  HISTORY     - UNK      MONUMENTED       NWRR
 GY0036  HISTORY     - 1957     MARK NOT FOUND   NGS
 GY0036
 GY0036                          STATION DESCRIPTION
 GY0036
 GY0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0036'1.5 MI NW FROM KERMIT.
 GY0036'IN WAYNE COUNTY, 1.5 MILES NORTHWEST ALONG THE NORFOLK AND
 GY0036'WESTERN RAILWAY FROM THE STATION AT KERMIT, MINGO COUNTY, 0.1
 GY0036'MILE SOUTH OF THE SOUTH END OF TUNNEL 3, 7 RAILS NORTH OF THE
 GY0036'WAYNE-MINGO COUNTY-LINE MARKER, AT BRIDGE 752 OVER MARROWBONE
 GY0036'CREEK, IN THE TOP OF THE EAST END OF THE NORTH BACK WALL, 8.4
 GY0036'FEET EAST OF THE EAST RAIL, AND 1.5 FEET BELOW THE TOP OF THE
 GY0036'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0119 ***********************************************************************
 HX0119  DESIGNATION -  RV 140.6
 HX0119  PID         -  HX0119
 HX0119  STATE/COUNTY-  WV/UPSHUR
 HX0119  USGS QUAD   -  ADRIAN (1979)
 HX0119
 HX0119                         *CURRENT SURVEY CONTROL
 HX0119  ___________________________________________________________________
 HX0119* NAD 83(1986)-  38 54 38.     (N)    080 17 37.     (W)     SCALED    
 HX0119* NAVD 88     -       438.577  (meters)    1438.90   (feet)  POSTED    
 HX0119  ___________________________________________________________________
 HX0119  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HX0119  DYNAMIC HT  -         438.280 (meters)    1437.92  (feet)  COMP
 HX0119  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 HX0119
 HX0119  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HX0119
 HX0119.The horizontal coordinates were scaled from a topographic map and have
 HX0119.an estimated accuracy of +/- 6 seconds.
 HX0119
 HX0119.The orthometric height was determined by differential leveling
 HX0119.and adjusted by the National Geodetic Survey in 1992..
 HX0119.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HX0119.rate of 3.1 thru 4.0 mm/km.
 HX0119
 HX0119.The geoid height was determined by GEOID03.
 HX0119
 HX0119.The dynamic height is computed by dividing the NAVD 88
 HX0119.geopotential number by the normal gravity value computed on the
 HX0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0119.degrees latitude (g = 980.6199 gals.).
 HX0119
 HX0119.The modeled gravity was interpolated from observed gravity values.
 HX0119
 HX0119;                    North         East    Units  Estimated Accuracy
 HX0119;SPC WV S     -   212,290.      661,270.      MT  (+/- 180 meters Scaled)
 HX0119
 HX0119                          SUPERSEDED SURVEY CONTROL
 HX0119
 HX0119  NGVD 29 (??/??/92)  438.784  (m)         1439.58   (f) ADJ UNCH    2 0
 HX0119
 HX0119.Superseded values are not recommended for survey control.
 HX0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0119.See file dsdata.txt to determine how the superseded data were derived.
 HX0119
 HX0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND612070(NAD 83)
 HX0119_MARKER: R = RIVET
 HX0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0119_SP_SET: STEP
 HX0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0119
 HX0119  HISTORY     - Date     Condition        Report By
 HX0119  HISTORY     - UNK      MONUMENTED       BORR
 HX0119  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0119
 HX0119                          STATION DESCRIPTION
 HX0119
 HX0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0119'1.2 MI W FROM ADRIAN.
 HX0119'1.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX0119'STATION AT ADRIAN, 0.4 MILE WEST OF MILEPOST C 141, AT STONE
 HX0119'BRIDGE 140.6, IN THE TOP OF THE FIRST STEP OF THE NORTH WING WALL
 HX0119'OF THE WEST ABUTMENT, 6 FEET NORTH OF THE CENTERLINE OF THE
 HX0119'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 HX0119'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0117 ***********************************************************************
 HX0117  DESIGNATION -  RV 140.9
 HX0117  PID         -  HX0117
 HX0117  STATE/COUNTY-  WV/UPSHUR
 HX0117  USGS QUAD   -  ADRIAN (1979)
 HX0117
 HX0117                         *CURRENT SURVEY CONTROL
 HX0117  ___________________________________________________________________
 HX0117* NAD 83(1986)-  38 54 29.     (N)    080 17 22.     (W)     SCALED    
 HX0117* NAVD 88     -       437.139  (meters)    1434.18   (feet)  POSTED    
 HX0117  ___________________________________________________________________
 HX0117  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HX0117  DYNAMIC HT  -         436.840 (meters)    1433.20  (feet)  COMP
 HX0117  MODELED GRAV-     979,932.4   (mgal)                       NAVD 88
 HX0117
 HX0117  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HX0117
 HX0117.The horizontal coordinates were scaled from a topographic map and have
 HX0117.an estimated accuracy of +/- 6 seconds.
 HX0117
 HX0117.The orthometric height was determined by differential leveling
 HX0117.and adjusted by the National Geodetic Survey in 1992..
 HX0117.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HX0117.rate of 3.1 thru 4.0 mm/km.
 HX0117
 HX0117.The geoid height was determined by GEOID03.
 HX0117
 HX0117.The dynamic height is computed by dividing the NAVD 88
 HX0117.geopotential number by the normal gravity value computed on the
 HX0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0117.degrees latitude (g = 980.6199 gals.).
 HX0117
 HX0117.The modeled gravity was interpolated from observed gravity values.
 HX0117
 HX0117;                    North         East    Units  Estimated Accuracy
 HX0117;SPC WV S     -   212,020.      661,630.      MT  (+/- 180 meters Scaled)
 HX0117
 HX0117                          SUPERSEDED SURVEY CONTROL
 HX0117
 HX0117  NGVD 29 (??/??/92)  437.344  (m)         1434.85   (f) ADJ UNCH    2 0
 HX0117
 HX0117.Superseded values are not recommended for survey control.
 HX0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0117.See file dsdata.txt to determine how the superseded data were derived.
 HX0117
 HX0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND616068(NAD 83)
 HX0117_MARKER: R = RIVET
 HX0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0117_SP_SET: ABUTMENT
 HX0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0117
 HX0117  HISTORY     - Date     Condition        Report By
 HX0117  HISTORY     - UNK      MONUMENTED       BORR
 HX0117  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0117
 HX0117                          STATION DESCRIPTION
 HX0117
 HX0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0117'0.8 MI W FROM ADRIAN.
 HX0117'0.8 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX0117'STATION AT ADRIAN, AT BRIDGE 140.9, AND IN THE TOP OF A STONE
 HX0117'ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0037 ***********************************************************************
 GY0037  DESIGNATION -  RV 141
 GY0037  PID         -  GY0037
 GY0037  STATE/COUNTY-  WV/MINGO
 GY0037  USGS QUAD   -  KERMIT (1992)
 GY0037
 GY0037                         *CURRENT SURVEY CONTROL
 GY0037  ___________________________________________________________________
 GY0037* NAD 83(1986)-  37 50 46.     (N)    082 24 58.     (W)     SCALED    
 GY0037* NAVD 88     -       190.471  (meters)     624.90   (feet)  ADJUSTED  
 GY0037  ___________________________________________________________________
 GY0037  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GY0037  DYNAMIC HT  -         190.331 (meters)     624.44  (feet)  COMP
 GY0037  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 GY0037
 GY0037  VERT ORDER  -  SECOND    CLASS 0
 GY0037
 GY0037.The horizontal coordinates were scaled from a topographic map and have
 GY0037.an estimated accuracy of +/- 6 seconds.
 GY0037
 GY0037.The orthometric height was determined by differential leveling
 GY0037.and adjusted by the National Geodetic Survey in June 1991..
 GY0037
 GY0037.The geoid height was determined by GEOID03.
 GY0037
 GY0037.The dynamic height is computed by dividing the NAVD 88
 GY0037.geopotential number by the normal gravity value computed on the
 GY0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0037.degrees latitude (g = 980.6199 gals.).
 GY0037
 GY0037.The modeled gravity was interpolated from observed gravity values.
 GY0037
 GY0037;                    North         East    Units  Estimated Accuracy
 GY0037;SPC WV S     -    94,860.      475,370.      MT  (+/- 180 meters Scaled)
 GY0037
 GY0037                          SUPERSEDED SURVEY CONTROL
 GY0037
 GY0037  NGVD 29 (??/??/92)  190.686  (m)          625.61   (f) ADJ UNCH    2 0
 GY0037
 GY0037.Superseded values are not recommended for survey control.
 GY0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0037.See file dsdata.txt to determine how the superseded data were derived.
 GY0037
 GY0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB754896(NAD 83)
 GY0037_MARKER: R = RIVET
 GY0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0037_SP_SET: FOUNDATION
 GY0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0037
 GY0037  HISTORY     - Date     Condition        Report By
 GY0037  HISTORY     - UNK      MONUMENTED       NWRR
 GY0037  HISTORY     - 1957     GOOD             NGS
 GY0037
 GY0037                          STATION DESCRIPTION
 GY0037
 GY0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0037'0.8 MI NW FROM KERMIT.
 GY0037'RECOVERED AS DESCRIBED-- 0.85 MILE NORTHWEST ALONG THE NORFOLK
 GY0037'AND WESTERN RAILWAY FROM THE STATION AT KERMIT, 3-1/2 RAILS
 GY0037'NORTHWEST OF MILEPOST NA 6, AT THE SOUTHEAST END OF TUNNEL 2,
 GY0037'IN THE TOP OF THE CONCRETE FOUNDATION, 6.8 FEET NORTHEAST OF THE
 GY0037'NORTHEAST RAIL, 1.9 FEET INSIDE THE TUNNEL, AND ABOUT 1 FOOT
 GY0037'BELOW THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0041 ***********************************************************************
 GY0041  DESIGNATION -  RV 142
 GY0041  PID         -  GY0041
 GY0041  STATE/COUNTY-  WV/MINGO
 GY0041  USGS QUAD   -  KERMIT (1992)
 GY0041
 GY0041                         *CURRENT SURVEY CONTROL
 GY0041  ___________________________________________________________________
 GY0041* NAD 83(1986)-  37 50 17.     (N)    082 24 29.     (W)     SCALED    
 GY0041* NAVD 88     -       192.045  (meters)     630.07   (feet)  ADJUSTED  
 GY0041  ___________________________________________________________________
 GY0041  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GY0041  DYNAMIC HT  -         191.904 (meters)     629.61  (feet)  COMP
 GY0041  MODELED GRAV-     979,891.0   (mgal)                       NAVD 88
 GY0041
 GY0041  VERT ORDER  -  SECOND    CLASS 0
 GY0041
 GY0041.The horizontal coordinates were scaled from a topographic map and have
 GY0041.an estimated accuracy of +/- 6 seconds.
 GY0041
 GY0041.The orthometric height was determined by differential leveling
 GY0041.and adjusted by the National Geodetic Survey in June 1991..
 GY0041
 GY0041.The geoid height was determined by GEOID03.
 GY0041
 GY0041.The dynamic height is computed by dividing the NAVD 88
 GY0041.geopotential number by the normal gravity value computed on the
 GY0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0041.degrees latitude (g = 980.6199 gals.).
 GY0041
 GY0041.The modeled gravity was interpolated from observed gravity values.
 GY0041
 GY0041;                    North         East    Units  Estimated Accuracy
 GY0041;SPC WV S     -    93,960.      476,070.      MT  (+/- 180 meters Scaled)
 GY0041
 GY0041                          SUPERSEDED SURVEY CONTROL
 GY0041
 GY0041  NGVD 29 (??/??/92)  192.24   (m)          630.7    (f) COMPUTED    2 0
 GY0041
 GY0041.Superseded values are not recommended for survey control.
 GY0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0041.See file dsdata.txt to determine how the superseded data were derived.
 GY0041
 GY0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB761887(NAD 83)
 GY0041_MARKER: R = RIVET
 GY0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0041_SP_SET: BASIN
 GY0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0041
 GY0041  HISTORY     - Date     Condition        Report By
 GY0041  HISTORY     - UNK      MONUMENTED       NWRR
 GY0041  HISTORY     - 1956     SEE DESCRIPTION  NGS
 GY0041
 GY0041                          STATION DESCRIPTION
 GY0041
 GY0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0041'AT KERMIT.
 GY0041'AT KERMIT, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GY0041'225 FEET NORTH OF THE NORTH END OF THE STATION, 7.5 FEET EAST OF
 GY0041'THE EAST RAIL OF A SIDE TRACK ON THE EAST SIDE OF THE STATION,
 GY0041'22.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 52, 46 FEET
 GY0041'WEST OF THE KERMIT PLAYHOUSE, IN LINE WITH THE NORTH SIDE OF THE
 GY0041'BUILDING, AND IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE
 GY0041'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0112 ***********************************************************************
 HX0112  DESIGNATION -  RV 142.9
 HX0112  PID         -  HX0112
 HX0112  STATE/COUNTY-  WV/UPSHUR
 HX0112  USGS QUAD   -  ADRIAN (1979)
 HX0112
 HX0112                         *CURRENT SURVEY CONTROL
 HX0112  ___________________________________________________________________
 HX0112* NAD 83(1986)-  38 54 28.     (N)    080 15 16.     (W)     SCALED    
 HX0112* NAVD 88     -       437.186  (meters)    1434.33   (feet)  POSTED    
 HX0112  ___________________________________________________________________
 HX0112  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HX0112  DYNAMIC HT  -         436.890 (meters)    1433.36  (feet)  COMP
 HX0112  MODELED GRAV-     979,931.1   (mgal)                       NAVD 88
 HX0112
 HX0112  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HX0112
 HX0112.The horizontal coordinates were scaled from a topographic map and have
 HX0112.an estimated accuracy of +/- 6 seconds.
 HX0112
 HX0112.The orthometric height was determined by differential leveling
 HX0112.and adjusted by the National Geodetic Survey in 1992..
 HX0112.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HX0112.rate of 3.1 thru 4.0 mm/km.
 HX0112
 HX0112.The geoid height was determined by GEOID03.
 HX0112
 HX0112.The dynamic height is computed by dividing the NAVD 88
 HX0112.geopotential number by the normal gravity value computed on the
 HX0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0112.degrees latitude (g = 980.6199 gals.).
 HX0112
 HX0112.The modeled gravity was interpolated from observed gravity values.
 HX0112
 HX0112;                    North         East    Units  Estimated Accuracy
 HX0112;SPC WV S     -   212,010.      664,670.      MT  (+/- 180 meters Scaled)
 HX0112
 HX0112                          SUPERSEDED SURVEY CONTROL
 HX0112
 HX0112  NGVD 29 (??/??/92)  437.378  (m)         1434.96   (f) ADJ UNCH    2 0
 HX0112
 HX0112.Superseded values are not recommended for survey control.
 HX0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0112.See file dsdata.txt to determine how the superseded data were derived.
 HX0112
 HX0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND646068(NAD 83)
 HX0112_MARKER: R = RIVET
 HX0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0112_SP_SET: ABUTMENT
 HX0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0112
 HX0112  HISTORY     - Date     Condition        Report By
 HX0112  HISTORY     - UNK      MONUMENTED       BORR
 HX0112  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0112
 HX0112                          STATION DESCRIPTION
 HX0112
 HX0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0112'1.2 MI E FROM ADRIAN.
 HX0112'1.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX0112'STATION AT ADRIAN, UPSHUR COUNTY, ABOUT 150 FEET WEST OF MILEPOST
 HX0112'C 143, ABOUT 130 FEET WEST OF THE JUNCTION OF A SIDING, AT
 HX0112'BRIDGE 142.9, IN THE TOP OF THE NORTHWEST WING WALL OF THE
 HX0112'WEST STONE ABUTMENT, 7 FEET NORTH OF THE CENTERLINE OF THE
 HX0112'TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD
 HX0112'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0043 ***********************************************************************
 GY0043  DESIGNATION -  RV 143
 GY0043  PID         -  GY0043
 GY0043  STATE/COUNTY-  WV/MINGO
 GY0043  USGS QUAD   -  KERMIT (1992)
 GY0043
 GY0043                         *CURRENT SURVEY CONTROL
 GY0043  ___________________________________________________________________
 GY0043* NAD 83(1986)-  37 49 59.     (N)    082 24 12.     (W)     SCALED    
 GY0043* NAVD 88     -       190.987  (meters)     626.60   (feet)  ADJUSTED  
 GY0043  ___________________________________________________________________
 GY0043  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GY0043  DYNAMIC HT  -         190.846 (meters)     626.13  (feet)  COMP
 GY0043  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 GY0043
 GY0043  VERT ORDER  -  SECOND    CLASS 0
 GY0043
 GY0043.The horizontal coordinates were scaled from a topographic map and have
 GY0043.an estimated accuracy of +/- 6 seconds.
 GY0043
 GY0043.The orthometric height was determined by differential leveling
 GY0043.and adjusted by the National Geodetic Survey in June 1991..
 GY0043.WARNING-Repeat measurements at this control monument indicate possible
 GY0043.vertical movement.
 GY0043
 GY0043.The geoid height was determined by GEOID03.
 GY0043
 GY0043.The dynamic height is computed by dividing the NAVD 88
 GY0043.geopotential number by the normal gravity value computed on the
 GY0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0043.degrees latitude (g = 980.6199 gals.).
 GY0043
 GY0043.The modeled gravity was interpolated from observed gravity values.
 GY0043
 GY0043;                    North         East    Units  Estimated Accuracy
 GY0043;SPC WV S     -    93,390.      476,470.      MT  (+/- 180 meters Scaled)
 GY0043
 GY0043                          SUPERSEDED SURVEY CONTROL
 GY0043
 GY0043  NGVD 29 (??/??/92)  191.203  (m)          627.31   (f) ADJ UNCH    2 0
 GY0043
 GY0043.Superseded values are not recommended for survey control.
 GY0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0043.See file dsdata.txt to determine how the superseded data were derived.
 GY0043
 GY0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB765882(NAD 83)
 GY0043_MARKER: R = RIVET
 GY0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0043_SP_SET: CULVERT
 GY0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0043
 GY0043  HISTORY     - Date     Condition        Report By
 GY0043  HISTORY     - UNK      MONUMENTED       NWRR
 GY0043  HISTORY     - 1956     GOOD             NGS
 GY0043
 GY0043                          STATION DESCRIPTION
 GY0043
 GY0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0043'0.5 MI SE FROM KERMIT.
 GY0043'0.5 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILROAD FROM
 GY0043'THE STATION AT KERMIT, 0.3 MILE SOUTHEAST OF MILE POST NA 5, IN
 GY0043'THE TOP OF THE NORTHWEST END OF SOUTHWEST HEADWALL OF A 24-INCH
 GY0043'PIPE CULVERT, 23 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF SOUTHWEST
 GY0043'BOUND TRACK, 6.5 FEET SOUTHEAST OF POLE NO. E 60, 0.5 FOOT
 GY0043'SOUTHEAST OF NORTHWEST END OF HEADWALL AND ABOUT 6 FEET BELOW THE
 GY0043'LEVEL OF TRACK.  MARK IS LIKELY TO BE COVERED BY DIRT AND BRUSH
 GY0043'FROM FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0106 ***********************************************************************
 HX0106  DESIGNATION -  RV 146.9
 HX0106  PID         -  HX0106
 HX0106  STATE/COUNTY-  WV/UPSHUR
 HX0106  USGS QUAD   -  BUCKHANNON (1989)
 HX0106
 HX0106                         *CURRENT SURVEY CONTROL
 HX0106  ___________________________________________________________________
 HX0106* NAD 83(1986)-  38 54 11.     (N)    080 11 52.     (W)     SCALED    
 HX0106* NAVD 88     -       482.923  (meters)    1584.39   (feet)  ADJUSTED  
 HX0106  ___________________________________________________________________
 HX0106  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HX0106  DYNAMIC HT  -         482.596 (meters)    1583.32  (feet)  COMP
 HX0106  MODELED GRAV-     979,934.3   (mgal)                       NAVD 88
 HX0106
 HX0106  VERT ORDER  -  SECOND    CLASS 0
 HX0106
 HX0106.The horizontal coordinates were scaled from a topographic map and have
 HX0106.an estimated accuracy of +/- 6 seconds.
 HX0106
 HX0106.The orthometric height was determined by differential leveling
 HX0106.and adjusted by the National Geodetic Survey in June 1991..
 HX0106
 HX0106.The geoid height was determined by GEOID03.
 HX0106
 HX0106.The dynamic height is computed by dividing the NAVD 88
 HX0106.geopotential number by the normal gravity value computed on the
 HX0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0106.degrees latitude (g = 980.6199 gals.).
 HX0106
 HX0106.The modeled gravity was interpolated from observed gravity values.
 HX0106
 HX0106;                    North         East    Units  Estimated Accuracy
 HX0106;SPC WV S     -   211,530.      669,590.      MT  (+/- 180 meters Scaled)
 HX0106
 HX0106                          SUPERSEDED SURVEY CONTROL
 HX0106
 HX0106  NGVD 29 (??/??/92)  483.104  (m)         1584.98   (f) ADJ UNCH    2 0
 HX0106
 HX0106.Superseded values are not recommended for survey control.
 HX0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0106.See file dsdata.txt to determine how the superseded data were derived.
 HX0106
 HX0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND695063(NAD 83)
 HX0106_MARKER: R = RIVET
 HX0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0106_SP_SET: ABUTMENT
 HX0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0106
 HX0106  HISTORY     - Date     Condition        Report By
 HX0106  HISTORY     - UNK      MONUMENTED       BORR
 HX0106  HISTORY     - 1962     GOOD             NGS
 HX0106
 HX0106                          STATION DESCRIPTION
 HX0106
 HX0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0106'5.6 MI E FROM ADRIAN.
 HX0106'ABOUT 1.65 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0106'FROM THE CROSSING OF STATE HIGHWAYS 20 AND 4 AT ADRIAN, THENCE
 HX0106'ABOUT 3.9 MILES EAST ALONG AN ABANDONED RAILROAD, SET ON TOP OF
 HX0106'THE NORTHWEST CORNER OF OF THE WEST CONCRETE ABUTMENT OF A
 HX0106'BRIDGE 146.9, 13 FEET NORTHEAST OF THE CENTER LINE OF THE OLD
 HX0106'ROADBED, AND ABOUT LEVEL WITH THE ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0105 ***********************************************************************
 HX0105  DESIGNATION -  RV 147.1
 HX0105  PID         -  HX0105
 HX0105  STATE/COUNTY-  WV/UPSHUR
 HX0105  USGS QUAD   -  BUCKHANNON (1989)
 HX0105
 HX0105                         *CURRENT SURVEY CONTROL
 HX0105  ___________________________________________________________________
 HX0105* NAD 83(1986)-  38 54 07.     (N)    080 11 41.     (W)     SCALED    
 HX0105* NAVD 88     -       486.609  (meters)    1596.48   (feet)  POSTED    
 HX0105  ___________________________________________________________________
 HX0105  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX0105  DYNAMIC HT  -         486.280 (meters)    1595.40  (feet)  COMP
 HX0105  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 HX0105
 HX0105  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HX0105
 HX0105.The horizontal coordinates were scaled from a topographic map and have
 HX0105.an estimated accuracy of +/- 6 seconds.
 HX0105
 HX0105.The orthometric height was determined by differential leveling
 HX0105.and adjusted by the National Geodetic Survey in 1992..
 HX0105.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HX0105.rate of 4.1 thru 8.0 mm/km.
 HX0105
 HX0105.The geoid height was determined by GEOID03.
 HX0105
 HX0105.The dynamic height is computed by dividing the NAVD 88
 HX0105.geopotential number by the normal gravity value computed on the
 HX0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0105.degrees latitude (g = 980.6199 gals.).
 HX0105
 HX0105.The modeled gravity was interpolated from observed gravity values.
 HX0105
 HX0105;                    North         East    Units  Estimated Accuracy
 HX0105;SPC WV S     -   211,410.      669,850.      MT  (+/- 180 meters Scaled)
 HX0105
 HX0105                          SUPERSEDED SURVEY CONTROL
 HX0105
 HX0105  NGVD 29 (??/??/92)  486.792  (m)         1597.08   (f) ADJ UNCH    2 0
 HX0105
 HX0105.Superseded values are not recommended for survey control.
 HX0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0105.See file dsdata.txt to determine how the superseded data were derived.
 HX0105
 HX0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND698062(NAD 83)
 HX0105_MARKER: R = RIVET
 HX0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0105_SP_SET: ABUTMENT
 HX0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0105
 HX0105  HISTORY     - Date     Condition        Report By
 HX0105  HISTORY     - UNK      MONUMENTED       BORR
 HX0105  HISTORY     - 1962     GOOD             NGS
 HX0105
 HX0105                          STATION DESCRIPTION
 HX0105
 HX0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0105'2.6 MI E FROM SAGO.
 HX0105'2.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX0105'STATION AT SAGO, ABOUT 183 FEET WEST OF THE SIDING SIGN AT
 HX0105'HESPER, ABOUT 192 FEET EAST OF MILEPOST C 147, AT BRIDGE 147.1,
 HX0105'IN THE TOP OF THE SOUTHEAST CORNER OF THE WEST CONCRETE ABUTMENT,
 HX0105'6 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1-1/2
 HX0105'FEET LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0104 ***********************************************************************
 HX0104  DESIGNATION -  RV 147.4
 HX0104  PID         -  HX0104
 HX0104  STATE/COUNTY-  WV/UPSHUR
 HX0104  USGS QUAD   -  BUCKHANNON (1989)
 HX0104
 HX0104                         *CURRENT SURVEY CONTROL
 HX0104  ___________________________________________________________________
 HX0104* NAD 83(1986)-  38 54 23.     (N)    080 11 23.     (W)     SCALED    
 HX0104* NAVD 88     -       494.614  (meters)    1622.75   (feet)  POSTED    
 HX0104  ___________________________________________________________________
 HX0104  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX0104  DYNAMIC HT  -         494.280 (meters)    1621.65  (feet)  COMP
 HX0104  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 HX0104
 HX0104  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HX0104
 HX0104.The horizontal coordinates were scaled from a topographic map and have
 HX0104.an estimated accuracy of +/- 6 seconds.
 HX0104
 HX0104.The orthometric height was determined by differential leveling
 HX0104.and adjusted by the National Geodetic Survey in 1992..
 HX0104.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HX0104.rate of 4.1 thru 8.0 mm/km.
 HX0104
 HX0104.The geoid height was determined by GEOID03.
 HX0104
 HX0104.The dynamic height is computed by dividing the NAVD 88
 HX0104.geopotential number by the normal gravity value computed on the
 HX0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0104.degrees latitude (g = 980.6199 gals.).
 HX0104
 HX0104.The modeled gravity was interpolated from observed gravity values.
 HX0104
 HX0104;                    North         East    Units  Estimated Accuracy
 HX0104;SPC WV S     -   211,900.      670,280.      MT  (+/- 180 meters Scaled)
 HX0104
 HX0104                          SUPERSEDED SURVEY CONTROL
 HX0104
 HX0104  NGVD 29 (??/??/92)  494.798  (m)         1623.35   (f) ADJ UNCH    2 0
 HX0104
 HX0104.Superseded values are not recommended for survey control.
 HX0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0104.See file dsdata.txt to determine how the superseded data were derived.
 HX0104
 HX0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND702067(NAD 83)
 HX0104_MARKER: R = RIVET
 HX0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0104_SP_SET: ABUTMENT
 HX0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0104
 HX0104  HISTORY     - Date     Condition        Report By
 HX0104  HISTORY     - UNK      MONUMENTED       BORR
 HX0104  HISTORY     - 1962     GOOD             NGS
 HX0104
 HX0104                          STATION DESCRIPTION
 HX0104
 HX0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0104'3.1 MI E FROM SAGO.
 HX0104'3.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX0104'STATION AT SAGO, UPSHUR COUNTY, ABOUT 552 FEET NORTH OF POLE
 HX0104'147+15, AT BRIDGE 147.4, IN THE TOP OF THE SOUTHEAST CORNER OF
 HX0104'THE SOUTH CONCRETE ABUTMENT, 6 FEET EAST OF THE CENTERLINE OF
 HX0104'THE TRACK, AND 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 HX0104'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0046 ***********************************************************************
 GY0046  DESIGNATION -  RV 148
 GY0046  PID         -  GY0046
 GY0046  STATE/COUNTY-  WV/MINGO
 GY0046  USGS QUAD   -  KERMIT (1992)
 GY0046
 GY0046                         *CURRENT SURVEY CONTROL
 GY0046  ___________________________________________________________________
 GY0046* NAD 83(1986)-  37 48 17.     (N)    082 22 38.     (W)     SCALED    
 GY0046* NAVD 88     -       192.224  (meters)     630.65   (feet)  ADJUSTED  
 GY0046  ___________________________________________________________________
 GY0046  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GY0046  DYNAMIC HT  -         192.083 (meters)     630.19  (feet)  COMP
 GY0046  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 GY0046
 GY0046  VERT ORDER  -  SECOND    CLASS 0
 GY0046
 GY0046.The horizontal coordinates were scaled from a topographic map and have
 GY0046.an estimated accuracy of +/- 6 seconds.
 GY0046
 GY0046.The orthometric height was determined by differential leveling
 GY0046.and adjusted by the National Geodetic Survey in June 1991..
 GY0046
 GY0046.The geoid height was determined by GEOID03.
 GY0046
 GY0046.The dynamic height is computed by dividing the NAVD 88
 GY0046.geopotential number by the normal gravity value computed on the
 GY0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0046.degrees latitude (g = 980.6199 gals.).
 GY0046
 GY0046.The modeled gravity was interpolated from observed gravity values.
 GY0046
 GY0046;                    North         East    Units  Estimated Accuracy
 GY0046;SPC WV S     -    90,220.      478,730.      MT  (+/- 180 meters Scaled)
 GY0046
 GY0046                          SUPERSEDED SURVEY CONTROL
 GY0046
 GY0046  NGVD 29 (??/??/92)  192.442  (m)          631.37   (f) ADJ UNCH    2 0
 GY0046
 GY0046.Superseded values are not recommended for survey control.
 GY0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0046.See file dsdata.txt to determine how the superseded data were derived.
 GY0046
 GY0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB787850(NAD 83)
 GY0046_MARKER: R = RIVET
 GY0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0046_SP_SET: CULVERT
 GY0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0046
 GY0046  HISTORY     - Date     Condition        Report By
 GY0046  HISTORY     - UNK      MONUMENTED       NWRR
 GY0046  HISTORY     - 1956     GOOD             NGS
 GY0046
 GY0046                          STATION DESCRIPTION
 GY0046
 GY0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0046'3.1 MI SE FROM KERMIT.
 GY0046'3.1 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0046'THE STATION AT KERMIT, 19 RAILS NORTHWEST OF MILE POST NA 2,
 GY0046'IN THE TOP OF THE NORTHEAST CORNER OF THE WEST HEADWALL OF A
 GY0046'CULVERT, 17 FEET WEST OF THE WEST RAIL AND ABOUT 7 FEET BELOW
 GY0046'THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0048 ***********************************************************************
 GY0048  DESIGNATION -  RV 149
 GY0048  PID         -  GY0048
 GY0048  STATE/COUNTY-  WV/MINGO
 GY0048  USGS QUAD   -  NAUGATUCK (1975)
 GY0048
 GY0048                         *CURRENT SURVEY CONTROL
 GY0048  ___________________________________________________________________
 GY0048* NAD 83(1986)-  37 48 04.     (N)    082 22 03.     (W)     SCALED    
 GY0048* NAVD 88     -       192.944  (meters)     633.02   (feet)  ADJUSTED  
 GY0048  ___________________________________________________________________
 GY0048  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GY0048  DYNAMIC HT  -         192.802 (meters)     632.55  (feet)  COMP
 GY0048  MODELED GRAV-     979,891.8   (mgal)                       NAVD 88
 GY0048
 GY0048  VERT ORDER  -  SECOND    CLASS 0
 GY0048
 GY0048.The horizontal coordinates were scaled from a topographic map and have
 GY0048.an estimated accuracy of +/- 6 seconds.
 GY0048
 GY0048.The orthometric height was determined by differential leveling
 GY0048.and adjusted by the National Geodetic Survey in June 1991..
 GY0048
 GY0048.The geoid height was determined by GEOID03.
 GY0048
 GY0048.The dynamic height is computed by dividing the NAVD 88
 GY0048.geopotential number by the normal gravity value computed on the
 GY0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0048.degrees latitude (g = 980.6199 gals.).
 GY0048
 GY0048.The modeled gravity was interpolated from observed gravity values.
 GY0048
 GY0048;                    North         East    Units  Estimated Accuracy
 GY0048;SPC WV S     -    89,800.      479,580.      MT  (+/- 180 meters Scaled)
 GY0048
 GY0048                          SUPERSEDED SURVEY CONTROL
 GY0048
 GY0048  NGVD 29 (??/??/92)  193.162  (m)          633.73   (f) ADJ UNCH    2 0
 GY0048
 GY0048.Superseded values are not recommended for survey control.
 GY0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0048.See file dsdata.txt to determine how the superseded data were derived.
 GY0048
 GY0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB796846(NAD 83)
 GY0048_MARKER: R = RIVET
 GY0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0048_SP_SET: CULVERT
 GY0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0048
 GY0048  HISTORY     - Date     Condition        Report By
 GY0048  HISTORY     - UNK      MONUMENTED       NWRR
 GY0048  HISTORY     - 1935     GOOD             NGS
 GY0048
 GY0048                          STATION DESCRIPTION
 GY0048
 GY0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0048'1.5 MI NW FROM NAUGATUCK.
 GY0048'1.5 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0048'THE STATION AT NAUGATUCK, MINGO COUNTY, AT MILEPOST NA 1.5, 5
 GY0048'RAILS WEST OF POLE E 18, 5 RAILS EAST OF A WATER SIGN, AT A
 GY0048'CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 GY0048'HEADWALL, 20.8 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 4 FEET
 GY0048'BELOW THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0836 ***********************************************************************
 JW0836  DESIGNATION -  RV 15
 JW0836  PID         -  JW0836
 JW0836  STATE/COUNTY-  WV/PRESTON
 JW0836  USGS QUAD   -  KINGWOOD (1976)
 JW0836
 JW0836                         *CURRENT SURVEY CONTROL
 JW0836  ___________________________________________________________________
 JW0836* NAD 83(1986)-  39 24 08.     (N)    079 40 47.     (W)     SCALED    
 JW0836* NAVD 88     -       399.505  (meters)    1310.71   (feet)  ADJUSTED  
 JW0836  ___________________________________________________________________
 JW0836  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JW0836  DYNAMIC HT  -         399.253 (meters)    1309.88  (feet)  COMP
 JW0836  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 JW0836
 JW0836  VERT ORDER  -  SECOND    CLASS 0
 JW0836
 JW0836.The horizontal coordinates were scaled from a topographic map and have
 JW0836.an estimated accuracy of +/- 6 seconds.
 JW0836
 JW0836.The orthometric height was determined by differential leveling
 JW0836.and adjusted by the National Geodetic Survey in June 1991..
 JW0836
 JW0836.The geoid height was determined by GEOID03.
 JW0836
 JW0836.The dynamic height is computed by dividing the NAVD 88
 JW0836.geopotential number by the normal gravity value computed on the
 JW0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0836.degrees latitude (g = 980.6199 gals.).
 JW0836
 JW0836.The modeled gravity was interpolated from observed gravity values.
 JW0836
 JW0836;                    North         East    Units  Estimated Accuracy
 JW0836;SPC WV N     -   100,180.      584,520.      MT  (+/- 180 meters Scaled)
 JW0836
 JW0836                          SUPERSEDED SURVEY CONTROL
 JW0836
 JW0836  NGVD 29 (??/??/92)  399.70   (m)         1311.3    (f) COMPUTED    2 0
 JW0836
 JW0836.Superseded values are not recommended for survey control.
 JW0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0836.See file dsdata.txt to determine how the superseded data were derived.
 JW0836
 JW0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD136622(NAD 83)
 JW0836_MARKER: R = RIVET
 JW0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0836_SP_SET: BRIDGE
 JW0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0836
 JW0836  HISTORY     - Date     Condition        Report By
 JW0836  HISTORY     - UNK      MONUMENTED       BORR
 JW0836  HISTORY     - 1935     GOOD             NGS
 JW0836
 JW0836                          STATION DESCRIPTION
 JW0836
 JW0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0836'4.1 MI N FROM MANHEIM.
 JW0836'4.1 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0836'STATION AT MANHEIM, PRESTON COUNTY, 120 FEET SOUTHEAST OF MILEAGE
 JW0836'SIGN 41.25, AT BRIDGE 41 A, AND IN THE TOP OF THE SOUTHWEST SIDE
 JW0836'OF THE NORTHWEST ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1905 ***********************************************************************
 HW1905  DESIGNATION -  RV 15
 HW1905  PID         -  HW1905
 HW1905  STATE/COUNTY-  WV/RANDOLPH
 HW1905  USGS QUAD   -  BOWDEN (1995)
 HW1905
 HW1905                         *CURRENT SURVEY CONTROL
 HW1905  ___________________________________________________________________
 HW1905* NAD 83(1986)-  38 54 32.     (N)    079 43 11.     (W)     SCALED    
 HW1905* NAVD 88     -       671.117  (meters)    2201.82   (feet)  POSTED    
 HW1905  ___________________________________________________________________
 HW1905  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HW1905  DYNAMIC HT  -         670.630 (meters)    2200.23  (feet)  COMP
 HW1905  MODELED GRAV-     979,875.2   (mgal)                       NAVD 88
 HW1905
 HW1905  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HW1905
 HW1905.The horizontal coordinates were scaled from a topographic map and have
 HW1905.an estimated accuracy of +/- 6 seconds.
 HW1905
 HW1905.The orthometric height was determined by differential leveling
 HW1905.and adjusted by the National Geodetic Survey in 1992..
 HW1905.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HW1905.rate of 1.1 thru 2.0 mm/km.
 HW1905
 HW1905.The geoid height was determined by GEOID03.
 HW1905
 HW1905.The dynamic height is computed by dividing the NAVD 88
 HW1905.geopotential number by the normal gravity value computed on the
 HW1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1905.degrees latitude (g = 980.6199 gals.).
 HW1905
 HW1905.The modeled gravity was interpolated from observed gravity values.
 HW1905
 HW1905;                    North         East    Units  Estimated Accuracy
 HW1905;SPC WV S     -   212,640.      711,050.      MT  (+/- 180 meters Scaled)
 HW1905
 HW1905                          SUPERSEDED SURVEY CONTROL
 HW1905
 HW1905  NGVD 29 (??/??/92)  671.259  (m)         2202.29   (f) ADJ UNCH    1 2
 HW1905
 HW1905.Superseded values are not recommended for survey control.
 HW1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1905.See file dsdata.txt to determine how the superseded data were derived.
 HW1905
 HW1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD110074(NAD 83)
 HW1905_MARKER: R = RIVET
 HW1905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1905_SP_SET: WATER TANK
 HW1905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1905
 HW1905  HISTORY     - Date     Condition        Report By
 HW1905  HISTORY     - UNK      MONUMENTED       WMRR
 HW1905  HISTORY     - 1933     GOOD             NGS
 HW1905  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1905  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1905
 HW1905                          STATION DESCRIPTION
 HW1905
 HW1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1905'9.6 MI E FROM ELKINS.
 HW1905'9.6 MILES EAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1905'STATION AT ELKINS, RANDOLPH COUNTY, AT FAULKNER, AT A WATER
 HW1905'TANK, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE PEDESTAL,
 HW1905'15 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1/2
 HW1905'FOOT LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 HW1905
 HW1905                          STATION RECOVERY (1983)
 HW1905
 HW1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1905'MARK NOT FOUND.
 HW1905
 HW1905                          STATION RECOVERY (1983)
 HW1905
 HW1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0766 ***********************************************************************
 JW0766  DESIGNATION -  RV 15
 JW0766  PID         -  JW0766
 JW0766  STATE/COUNTY-  WV/GRANT
 JW0766  USGS QUAD   -  TABLE ROCK (1981)
 JW0766
 JW0766                         *CURRENT SURVEY CONTROL
 JW0766  ___________________________________________________________________
 JW0766* NAD 83(1986)-  39 16 05.     (N)    079 22 49.     (W)     SCALED    
 JW0766* NAVD 88     -       732.212  (meters)    2402.27   (feet)  ADJUSTED  
 JW0766  ___________________________________________________________________
 JW0766  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JW0766  DYNAMIC HT  -         731.687 (meters)    2400.54  (feet)  COMP
 JW0766  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 JW0766
 JW0766  VERT ORDER  -  SECOND    CLASS 0
 JW0766
 JW0766.The horizontal coordinates were scaled from a topographic map and have
 JW0766.an estimated accuracy of +/- 6 seconds.
 JW0766
 JW0766.The orthometric height was determined by differential leveling
 JW0766.and adjusted by the National Geodetic Survey in June 1991..
 JW0766
 JW0766.The geoid height was determined by GEOID03.
 JW0766
 JW0766.The dynamic height is computed by dividing the NAVD 88
 JW0766.geopotential number by the normal gravity value computed on the
 JW0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0766.degrees latitude (g = 980.6199 gals.).
 JW0766
 JW0766.The modeled gravity was interpolated from observed gravity values.
 JW0766
 JW0766;                    North         East    Units  Estimated Accuracy
 JW0766;SPC WV N     -    85,270.      610,330.      MT  (+/- 180 meters Scaled)
 JW0766
 JW0766                          SUPERSEDED SURVEY CONTROL
 JW0766
 JW0766  NGVD 29 (??/??/92)  732.330  (m)         2402.65   (f) ADJ UNCH    2 0
 JW0766
 JW0766.Superseded values are not recommended for survey control.
 JW0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0766.See file dsdata.txt to determine how the superseded data were derived.
 JW0766
 JW0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD397477(NAD 83)
 JW0766_MARKER: R = RIVET
 JW0766_SETTING: 80 = SET IN A BOULDER
 JW0766_SP_SET: BOULDER
 JW0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0766+STABILITY: SURFACE MOTION
 JW0766
 JW0766  HISTORY     - Date     Condition        Report By
 JW0766  HISTORY     - UNK      MONUMENTED       WMRR
 JW0766  HISTORY     - 1935     GOOD             NGS
 JW0766
 JW0766                          STATION DESCRIPTION
 JW0766
 JW0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0766'1.1 MI SW FROM BAYARD.
 JW0766'1.1 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0766'POTOMAC RIVER BRIDGE AT BAYARD, GRANT COUNTY, 0.4 MILE SOUTHWEST
 JW0766'OF MILEPOST C 62, 7 POLES NORTHEAST OF THE BAYARD STATION SIGN,
 JW0766'220 FEET NORTHEAST OF THE WEST END OF A SIDING, 22 FEET NORTH
 JW0766'OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A SMALL BOULDER, AND
 JW0766'3 FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD MONEL-METAL
 JW0766'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0877 ***********************************************************************
 KY0877  DESIGNATION -  RV 15
 KY0877  PID         -  KY0877
 KY0877  STATE/COUNTY-  WV/OHIO
 KY0877  USGS QUAD   -  VALLEY GROVE (1981)
 KY0877
 KY0877                         *CURRENT SURVEY CONTROL
 KY0877  ___________________________________________________________________
 KY0877* NAD 83(1986)-  40 06 05.     (N)    080 32 02.     (W)     SCALED    
 KY0877* NAVD 88     -       339.871  (meters)    1115.06   (feet)  ADJUSTED  
 KY0877  ___________________________________________________________________
 KY0877  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KY0877  DYNAMIC HT  -         339.678 (meters)    1114.43  (feet)  COMP
 KY0877  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 KY0877
 KY0877  VERT ORDER  -  SECOND    CLASS 0
 KY0877
 KY0877.The horizontal coordinates were scaled from a topographic map and have
 KY0877.an estimated accuracy of +/- 6 seconds.
 KY0877
 KY0877.The orthometric height was determined by differential leveling
 KY0877.and adjusted by the National Geodetic Survey in June 1991..
 KY0877
 KY0877.The geoid height was determined by GEOID03.
 KY0877
 KY0877.The dynamic height is computed by dividing the NAVD 88
 KY0877.geopotential number by the normal gravity value computed on the
 KY0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0877.degrees latitude (g = 980.6199 gals.).
 KY0877
 KY0877.The modeled gravity was interpolated from observed gravity values.
 KY0877
 KY0877;                    North         East    Units  Estimated Accuracy
 KY0877;SPC WV N     -   178,290.      511,850.      MT  (+/- 180 meters Scaled)
 KY0877
 KY0877                          SUPERSEDED SURVEY CONTROL
 KY0877
 KY0877  NGVD 29 (??/??/92)  340.014  (m)         1115.53   (f) ADJ UNCH    2 0
 KY0877
 KY0877.Superseded values are not recommended for survey control.
 KY0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0877.See file dsdata.txt to determine how the superseded data were derived.
 KY0877
 KY0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE397391(NAD 83)
 KY0877_MARKER: R = RIVET
 KY0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0877_SP_SET: BASE
 KY0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0877
 KY0877  HISTORY     - Date     Condition        Report By
 KY0877  HISTORY     - UNK      MONUMENTED       BORR
 KY0877  HISTORY     - 1957     GOOD             NGS
 KY0877
 KY0877                          STATION DESCRIPTION
 KY0877
 KY0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0877'1 MI W FROM WEST ALEXANDER.
 KY0877'ABOUT 1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0877'ITS STATION AT WEST ALEXANDER, PA., NEAR MILEAGE 53+ 51, 46 1/2
 KY0877'FEET WEST OF THE CENTER OF A PRIVATE PASTURE ROAD CROSSING,
 KY0877'9 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL, ON TOP OF
 KY0877'THE EAST CORNER OF A CONCRETE BASE SUPPORTING AN UN-NUMBERED
 KY0877'SIGNAL AND ABOUT LEVEL WITH THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0049 ***********************************************************************
 GY0049  DESIGNATION -  RV 150
 GY0049  PID         -  GY0049
 GY0049  STATE/COUNTY-  WV/MINGO
 GY0049  USGS QUAD   -  NAUGATUCK (1975)
 GY0049
 GY0049                         *CURRENT SURVEY CONTROL
 GY0049  ___________________________________________________________________
 GY0049* NAD 83(1986)-  37 47 41.     (N)    082 21 38.     (W)     SCALED    
 GY0049* NAVD 88     -       193.684  (meters)     635.44   (feet)  ADJUSTED  
 GY0049  ___________________________________________________________________
 GY0049  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GY0049  DYNAMIC HT  -         193.542 (meters)     634.98  (feet)  COMP
 GY0049  MODELED GRAV-     979,891.9   (mgal)                       NAVD 88
 GY0049
 GY0049  VERT ORDER  -  SECOND    CLASS 0
 GY0049
 GY0049.The horizontal coordinates were scaled from a topographic map and have
 GY0049.an estimated accuracy of +/- 6 seconds.
 GY0049
 GY0049.The orthometric height was determined by differential leveling
 GY0049.and adjusted by the National Geodetic Survey in June 1991..
 GY0049
 GY0049.The geoid height was determined by GEOID03.
 GY0049
 GY0049.The dynamic height is computed by dividing the NAVD 88
 GY0049.geopotential number by the normal gravity value computed on the
 GY0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0049.degrees latitude (g = 980.6199 gals.).
 GY0049
 GY0049.The modeled gravity was interpolated from observed gravity values.
 GY0049
 GY0049;                    North         East    Units  Estimated Accuracy
 GY0049;SPC WV S     -    89,080.      480,180.      MT  (+/- 180 meters Scaled)
 GY0049
 GY0049                          SUPERSEDED SURVEY CONTROL
 GY0049
 GY0049  NGVD 29 (??/??/92)  193.902  (m)          636.16   (f) ADJ UNCH    2 0
 GY0049
 GY0049.Superseded values are not recommended for survey control.
 GY0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0049.See file dsdata.txt to determine how the superseded data were derived.
 GY0049
 GY0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB802839(NAD 83)
 GY0049_MARKER: R = RIVET
 GY0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0049_SP_SET: CULVERT
 GY0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0049
 GY0049  HISTORY     - Date     Condition        Report By
 GY0049  HISTORY     - UNK      MONUMENTED       NWRR
 GY0049  HISTORY     - 1935     GOOD             NGS
 GY0049
 GY0049                          STATION DESCRIPTION
 GY0049
 GY0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0049'0.9 MI NW FROM NAUGATUCK.
 GY0049'0.9 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0049'STATION AT NAUGATUCK, MINGO COUNTY, 0.1 MILE EAST OF MILEPOST
 GY0049'NA 1, 9 RAILS WEST OF SIGNAL S 9, AT A CONCRETE CULVERT, IN THE
 GY0049'TOP OF THE NORTHWEST CORNER OF THE HEADWALL, 10.8 FEET NORTH OF
 GY0049'THE NORTH RAIL, AND ABOUT 2-1/2 FEET BELOW THE LEVEL OF THE RAIL.
 GY0049'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0052 ***********************************************************************
 GY0052  DESIGNATION -  RV 151
 GY0052  PID         -  GY0052
 GY0052  STATE/COUNTY-  WV/MINGO
 GY0052  USGS QUAD   -  NAUGATUCK (1975)
 GY0052
 GY0052                         *CURRENT SURVEY CONTROL
 GY0052  ___________________________________________________________________
 GY0052* NAD 83(1986)-  37 47 25.     (N)    082 20 58.     (W)     SCALED    
 GY0052* NAVD 88     -       194.392  (meters)     637.77   (feet)  ADJUSTED  
 GY0052  ___________________________________________________________________
 GY0052  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GY0052  DYNAMIC HT  -         194.249 (meters)     637.30  (feet)  COMP
 GY0052  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 GY0052
 GY0052  VERT ORDER  -  SECOND    CLASS 0
 GY0052
 GY0052.The horizontal coordinates were scaled from a topographic map and have
 GY0052.an estimated accuracy of +/- 6 seconds.
 GY0052
 GY0052.The orthometric height was determined by differential leveling
 GY0052.and adjusted by the National Geodetic Survey in June 1991..
 GY0052
 GY0052.The geoid height was determined by GEOID03.
 GY0052
 GY0052.The dynamic height is computed by dividing the NAVD 88
 GY0052.geopotential number by the normal gravity value computed on the
 GY0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0052.degrees latitude (g = 980.6199 gals.).
 GY0052
 GY0052.The modeled gravity was interpolated from observed gravity values.
 GY0052
 GY0052;                    North         East    Units  Estimated Accuracy
 GY0052;SPC WV S     -    88,580.      481,150.      MT  (+/- 180 meters Scaled)
 GY0052
 GY0052                          SUPERSEDED SURVEY CONTROL
 GY0052
 GY0052  NGVD 29 (??/??/92)  194.612  (m)          638.49   (f) ADJ UNCH    2 0
 GY0052
 GY0052.Superseded values are not recommended for survey control.
 GY0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0052.See file dsdata.txt to determine how the superseded data were derived.
 GY0052
 GY0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB811834(NAD 83)
 GY0052_MARKER: S = SPIKE
 GY0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0052_SP_SET: ABUTMENT
 GY0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0052
 GY0052  HISTORY     - Date     Condition        Report By
 GY0052  HISTORY     - UNK      MONUMENTED       NWRR
 GY0052  HISTORY     - 1957     GOOD             NGS
 GY0052
 GY0052                          STATION DESCRIPTION
 GY0052
 GY0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0052'AT NAUGATUCK.
 GY0052'AT NAUGATUCK, ALONG THE NORFOLK AND WESTERN RAILWAY, IN THE TOP
 GY0052'OF EAST END OF NORTH AUBTMENT OF RAILROAD BRIDGE NO. 934 OVER
 GY0052'PIGEON CREEK, 11 1/2 FEET EAST OF EAST RAIL AND ABOUT LEVEL WITH
 GY0052'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0055 ***********************************************************************
 GY0055  DESIGNATION -  RV 153
 GY0055  PID         -  GY0055
 GY0055  STATE/COUNTY-  WV/MINGO
 GY0055  USGS QUAD   -  NAUGATUCK (1975)
 GY0055
 GY0055                         *CURRENT SURVEY CONTROL
 GY0055  ___________________________________________________________________
 GY0055* NAD 83(1986)-  37 46 32.     (N)    082 20 07.     (W)     SCALED    
 GY0055* NAVD 88     -       196.601  (meters)     645.02   (feet)  ADJUSTED  
 GY0055  ___________________________________________________________________
 GY0055  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GY0055  DYNAMIC HT  -         196.456 (meters)     644.54  (feet)  COMP
 GY0055  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 GY0055
 GY0055  VERT ORDER  -  SECOND    CLASS 0
 GY0055
 GY0055.The horizontal coordinates were scaled from a topographic map and have
 GY0055.an estimated accuracy of +/- 6 seconds.
 GY0055
 GY0055.The orthometric height was determined by differential leveling
 GY0055.and adjusted by the National Geodetic Survey in June 1991..
 GY0055
 GY0055.The geoid height was determined by GEOID03.
 GY0055
 GY0055.The dynamic height is computed by dividing the NAVD 88
 GY0055.geopotential number by the normal gravity value computed on the
 GY0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0055.degrees latitude (g = 980.6199 gals.).
 GY0055
 GY0055.The modeled gravity was interpolated from observed gravity values.
 GY0055
 GY0055;                    North         East    Units  Estimated Accuracy
 GY0055;SPC WV S     -    86,930.      482,370.      MT  (+/- 180 meters Scaled)
 GY0055
 GY0055                          SUPERSEDED SURVEY CONTROL
 GY0055
 GY0055  NGVD 29 (??/??/92)  196.823  (m)          645.74   (f) ADJ UNCH    2 0
 GY0055
 GY0055.Superseded values are not recommended for survey control.
 GY0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0055.See file dsdata.txt to determine how the superseded data were derived.
 GY0055
 GY0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB824817(NAD 83)
 GY0055_MARKER: R = RIVET
 GY0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0055_SP_SET: MILEPOST
 GY0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0055
 GY0055  HISTORY     - Date     Condition        Report By
 GY0055  HISTORY     - UNK      MONUMENTED       NWRR
 GY0055  HISTORY     - 1935     GOOD             NGS
 GY0055
 GY0055                          STATION DESCRIPTION
 GY0055
 GY0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0055'1.3 MI SE FROM NAUGATUCK.
 GY0055'1.3 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0055'THE STATION AT NAUGATUCK, MINGO COUNTY, AND IN THE TOP OF MILEPOST
 GY0055'N 483.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0056 ***********************************************************************
 GY0056  DESIGNATION -  RV 154
 GY0056  PID         -  GY0056
 GY0056  STATE/COUNTY-  WV/MINGO
 GY0056  USGS QUAD   -  NAUGATUCK (1975)
 GY0056
 GY0056                         *CURRENT SURVEY CONTROL
 GY0056  ___________________________________________________________________
 GY0056* NAD 83(1986)-  37 46 35.     (N)    082 19 46.     (W)     SCALED    
 GY0056* NAVD 88     -       196.226  (meters)     643.78   (feet)  ADJUSTED  
 GY0056  ___________________________________________________________________
 GY0056  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GY0056  DYNAMIC HT  -         196.082 (meters)     643.31  (feet)  COMP
 GY0056  MODELED GRAV-     979,892.3   (mgal)                       NAVD 88
 GY0056
 GY0056  VERT ORDER  -  SECOND    CLASS 0
 GY0056
 GY0056.The horizontal coordinates were scaled from a topographic map and have
 GY0056.an estimated accuracy of +/- 6 seconds.
 GY0056
 GY0056.The orthometric height was determined by differential leveling
 GY0056.and adjusted by the National Geodetic Survey in June 1991..
 GY0056
 GY0056.The geoid height was determined by GEOID03.
 GY0056
 GY0056.The dynamic height is computed by dividing the NAVD 88
 GY0056.geopotential number by the normal gravity value computed on the
 GY0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0056.degrees latitude (g = 980.6199 gals.).
 GY0056
 GY0056.The modeled gravity was interpolated from observed gravity values.
 GY0056
 GY0056;                    North         East    Units  Estimated Accuracy
 GY0056;SPC WV S     -    87,010.      482,890.      MT  (+/- 180 meters Scaled)
 GY0056
 GY0056                          SUPERSEDED SURVEY CONTROL
 GY0056
 GY0056  NGVD 29 (??/??/92)  196.448  (m)          644.51   (f) ADJ UNCH    2 0
 GY0056
 GY0056.Superseded values are not recommended for survey control.
 GY0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0056.See file dsdata.txt to determine how the superseded data were derived.
 GY0056
 GY0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB829818(NAD 83)
 GY0056_MARKER: R = RIVET
 GY0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0056_SP_SET: CONCRETE
 GY0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0056
 GY0056  HISTORY     - Date     Condition        Report By
 GY0056  HISTORY     - UNK      MONUMENTED       NWRR
 GY0056  HISTORY     - 1935     GOOD             NGS
 GY0056
 GY0056                          STATION DESCRIPTION
 GY0056
 GY0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0056'1.6 MI SE FROM NAUGATUCK.
 GY0056'1.6 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0056'THE STATION AT NAUGATUCK, MINGO COUNTY, 0.3 MILE SOUTH OF MILEPOST
 GY0056'N 483, AT SIGNAL 4825, IN THE TOP OF THE EAST CORNER OF THE
 GY0056'CONCRETE BASE, 12.5 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 GY0056'ABOUT 1-1/2 FEET ABOVE THE LEVEL OF THE RAIL.  A STANDARD MONEL
 GY0056'METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0058 ***********************************************************************
 GY0058  DESIGNATION -  RV 155
 GY0058  PID         -  GY0058
 GY0058  STATE/COUNTY-  WV/MINGO
 GY0058  USGS QUAD   -  NAUGATUCK (1975)
 GY0058
 GY0058                         *CURRENT SURVEY CONTROL
 GY0058  ___________________________________________________________________
 GY0058* NAD 83(1986)-  37 46 20.     (N)    082 19 21.     (W)     SCALED    
 GY0058* NAVD 88     -       195.749  (meters)     642.22   (feet)  ADJUSTED  
 GY0058  ___________________________________________________________________
 GY0058  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GY0058  DYNAMIC HT  -         195.606 (meters)     641.75  (feet)  COMP
 GY0058  MODELED GRAV-     979,892.4   (mgal)                       NAVD 88
 GY0058
 GY0058  VERT ORDER  -  SECOND    CLASS 0
 GY0058
 GY0058.The horizontal coordinates were scaled from a topographic map and have
 GY0058.an estimated accuracy of +/- 6 seconds.
 GY0058
 GY0058.The orthometric height was determined by differential leveling
 GY0058.and adjusted by the National Geodetic Survey in June 1991..
 GY0058
 GY0058.The geoid height was determined by GEOID03.
 GY0058
 GY0058.The dynamic height is computed by dividing the NAVD 88
 GY0058.geopotential number by the normal gravity value computed on the
 GY0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0058.degrees latitude (g = 980.6199 gals.).
 GY0058
 GY0058.The modeled gravity was interpolated from observed gravity values.
 GY0058
 GY0058;                    North         East    Units  Estimated Accuracy
 GY0058;SPC WV S     -    86,540.      483,490.      MT  (+/- 180 meters Scaled)
 GY0058
 GY0058                          SUPERSEDED SURVEY CONTROL
 GY0058
 GY0058  NGVD 29 (??/??/92)  195.972  (m)          642.95   (f) ADJ UNCH    2 0
 GY0058
 GY0058.Superseded values are not recommended for survey control.
 GY0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0058.See file dsdata.txt to determine how the superseded data were derived.
 GY0058
 GY0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB835813(NAD 83)
 GY0058_MARKER: R = RIVET
 GY0058_SETTING: 66 = SET IN ROCK OUTCROP
 GY0058_SP_SET: ROCK LEDGE
 GY0058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0058+STABILITY: POSITION/ELEVATION WELL
 GY0058
 GY0058  HISTORY     - Date     Condition        Report By
 GY0058  HISTORY     - UNK      MONUMENTED       NWRR
 GY0058  HISTORY     - 1935     GOOD             NGS
 GY0058
 GY0058                          STATION DESCRIPTION
 GY0058
 GY0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0058'2.3 MI SE FROM NAUGATUCK.
 GY0058'2.3 MILES SOUTHEAST ALOING THE NORFOLK AND WESTERN RAILWAY FROM
 GY0058'THE STATION AT NAUGATUCK, MINGO COUNTY, 6 RAILS NORTH OF THE
 GY0058'MILEPOST N 482, 3 RAILS NORTH OF A PRIVATE-ROAD CROSSING, 10.5
 GY0058'FEET EAST OF THE EAST RAIL, IN THE TOP OF THE LOWER LEDGE OF A
 GY0058'15-FOOT ROCK LEDGE, AND LEVEL WITH THE RAIL.  A STANDARD MONEL-METAL
 GY0058'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0059 ***********************************************************************
 GY0059  DESIGNATION -  RV 156
 GY0059  PID         -  GY0059
 GY0059  STATE/COUNTY-  WV/MINGO
 GY0059  USGS QUAD   -  NAUGATUCK (1975)
 GY0059
 GY0059                         *CURRENT SURVEY CONTROL
 GY0059  ___________________________________________________________________
 GY0059* NAD 83(1986)-  37 46 08.     (N)    082 19 40.     (W)     SCALED    
 GY0059* NAVD 88     -       196.426  (meters)     644.44   (feet)  ADJUSTED  
 GY0059  ___________________________________________________________________
 GY0059  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GY0059  DYNAMIC HT  -         196.282 (meters)     643.97  (feet)  COMP
 GY0059  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 GY0059
 GY0059  VERT ORDER  -  SECOND    CLASS 0
 GY0059
 GY0059.The horizontal coordinates were scaled from a topographic map and have
 GY0059.an estimated accuracy of +/- 6 seconds.
 GY0059
 GY0059.The orthometric height was determined by differential leveling
 GY0059.and adjusted by the National Geodetic Survey in June 1991..
 GY0059
 GY0059.The geoid height was determined by GEOID03.
 GY0059
 GY0059.The dynamic height is computed by dividing the NAVD 88
 GY0059.geopotential number by the normal gravity value computed on the
 GY0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0059.degrees latitude (g = 980.6199 gals.).
 GY0059
 GY0059.The modeled gravity was interpolated from observed gravity values.
 GY0059
 GY0059;                    North         East    Units  Estimated Accuracy
 GY0059;SPC WV S     -    86,180.      483,020.      MT  (+/- 180 meters Scaled)
 GY0059
 GY0059                          SUPERSEDED SURVEY CONTROL
 GY0059
 GY0059  NGVD 29 (??/??/92)  196.649  (m)          645.17   (f) ADJ UNCH    2 0
 GY0059
 GY0059.Superseded values are not recommended for survey control.
 GY0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0059.See file dsdata.txt to determine how the superseded data were derived.
 GY0059
 GY0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB830810(NAD 83)
 GY0059_MARKER: R = RIVET
 GY0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0059_SP_SET: CONCRETE
 GY0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0059
 GY0059  HISTORY     - Date     Condition        Report By
 GY0059  HISTORY     - UNK      MONUMENTED       NWRR
 GY0059  HISTORY     - 1935     GOOD             NGS
 GY0059
 GY0059                          STATION DESCRIPTION
 GY0059
 GY0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0059'2.6 MI SE FROM NAUGATUCK.
 GY0059'2.6 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0059'THE STATION AT NAUGATUCK, MINGO COUNTY, 0.3 MILE EAST OF MILEPOST
 GY0059'N 482, AT SIGNAL 4817, IN THE TOP OF THE NORTHEAST CORNER OF THE
 GY0059'CONCRETE BASE, AND 9.4 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 GY0059'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0060 ***********************************************************************
 GY0060  DESIGNATION -  RV 158
 GY0060  PID         -  GY0060
 GY0060  STATE/COUNTY-  WV/MINGO
 GY0060  USGS QUAD   -  NAUGATUCK (1975)
 GY0060
 GY0060                         *CURRENT SURVEY CONTROL
 GY0060  ___________________________________________________________________
 GY0060* NAD 83(1986)-  37 45 49.     (N)    082 19 33.     (W)     SCALED    
 GY0060* NAVD 88     -       194.690  (meters)     638.75   (feet)  ADJUSTED  
 GY0060  ___________________________________________________________________
 GY0060  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GY0060  DYNAMIC HT  -         194.547 (meters)     638.28  (feet)  COMP
 GY0060  MODELED GRAV-     979,891.8   (mgal)                       NAVD 88
 GY0060
 GY0060  VERT ORDER  -  SECOND    CLASS 0
 GY0060
 GY0060.The horizontal coordinates were scaled from a topographic map and have
 GY0060.an estimated accuracy of +/- 6 seconds.
 GY0060
 GY0060.The orthometric height was determined by differential leveling
 GY0060.and adjusted by the National Geodetic Survey in June 1991..
 GY0060
 GY0060.The geoid height was determined by GEOID03.
 GY0060
 GY0060.The dynamic height is computed by dividing the NAVD 88
 GY0060.geopotential number by the normal gravity value computed on the
 GY0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0060.degrees latitude (g = 980.6199 gals.).
 GY0060
 GY0060.The modeled gravity was interpolated from observed gravity values.
 GY0060
 GY0060;                    North         East    Units  Estimated Accuracy
 GY0060;SPC WV S     -    85,590.      483,190.      MT  (+/- 180 meters Scaled)
 GY0060
 GY0060                          SUPERSEDED SURVEY CONTROL
 GY0060
 GY0060  NGVD 29 (??/??/92)  194.915  (m)          639.48   (f) ADJ UNCH    2 0
 GY0060
 GY0060.Superseded values are not recommended for survey control.
 GY0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0060.See file dsdata.txt to determine how the superseded data were derived.
 GY0060
 GY0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB832804(NAD 83)
 GY0060_MARKER: R = RIVET
 GY0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0060_SP_SET: CULVERT
 GY0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0060
 GY0060  HISTORY     - Date     Condition        Report By
 GY0060  HISTORY     - UNK      MONUMENTED       NWRR
 GY0060  HISTORY     - 1935     GOOD             NGS
 GY0060
 GY0060                          STATION DESCRIPTION
 GY0060
 GY0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0060'3.4 MI N FROM NOLAN.
 GY0060'3.4 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0060'STATION AT NOLAN, MINGO COUNTY, 16 RAILS EAST OF MILEPOST N 481,
 GY0060'36 FEET SOUTH OF THE SOUTH RAIL, AT A CONCRETE CULVERT UNDER U.S.
 GY0060'HIGHWAY 52, IN THE TOP OF THE NORTHWEST CORNER OF THE NORTH
 GY0060'HEADWALL, AND 19 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 GY0060'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0061 ***********************************************************************
 GY0061  DESIGNATION -  RV 159
 GY0061  PID         -  GY0061
 GY0061  STATE/COUNTY-  WV/MINGO
 GY0061  USGS QUAD   -  NAUGATUCK (1975)
 GY0061
 GY0061                         *CURRENT SURVEY CONTROL
 GY0061  ___________________________________________________________________
 GY0061* NAD 83(1986)-  37 45 53.     (N)    082 18 36.     (W)     SCALED    
 GY0061* NAVD 88     -       195.533  (meters)     641.51   (feet)  ADJUSTED  
 GY0061  ___________________________________________________________________
 GY0061  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GY0061  DYNAMIC HT  -         195.390 (meters)     641.04  (feet)  COMP
 GY0061  MODELED GRAV-     979,892.4   (mgal)                       NAVD 88
 GY0061
 GY0061  VERT ORDER  -  SECOND    CLASS 0
 GY0061
 GY0061.The horizontal coordinates were scaled from a topographic map and have
 GY0061.an estimated accuracy of +/- 6 seconds.
 GY0061
 GY0061.The orthometric height was determined by differential leveling
 GY0061.and adjusted by the National Geodetic Survey in June 1991..
 GY0061
 GY0061.The geoid height was determined by GEOID03.
 GY0061
 GY0061.The dynamic height is computed by dividing the NAVD 88
 GY0061.geopotential number by the normal gravity value computed on the
 GY0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0061.degrees latitude (g = 980.6199 gals.).
 GY0061
 GY0061.The modeled gravity was interpolated from observed gravity values.
 GY0061
 GY0061;                    North         East    Units  Estimated Accuracy
 GY0061;SPC WV S     -    85,690.      484,580.      MT  (+/- 180 meters Scaled)
 GY0061
 GY0061                          SUPERSEDED SURVEY CONTROL
 GY0061
 GY0061  NGVD 29 (??/??/92)  195.758  (m)          642.25   (f) ADJ UNCH    2 0
 GY0061
 GY0061.Superseded values are not recommended for survey control.
 GY0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0061.See file dsdata.txt to determine how the superseded data were derived.
 GY0061
 GY0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB846805(NAD 83)
 GY0061_MARKER: R = RIVET
 GY0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0061_SP_SET: CULVERT
 GY0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0061
 GY0061  HISTORY     - Date     Condition        Report By
 GY0061  HISTORY     - UNK      MONUMENTED       NWRR
 GY0061  HISTORY     - 1935     GOOD             NGS
 GY0061
 GY0061                          STATION DESCRIPTION
 GY0061
 GY0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0061'2.5 MI N FROM NOLAN.
 GY0061'2.5 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0061'STATION AT NOLAN, MINGO COUNTY, 0.15 MILE NORTHWEST OF MILEPOST
 GY0061'N 480, 2 RAILS NORTHWEST OF A PRIVATE-ROAD CROSSING, 15 FEET
 GY0061'NORTHEAST OF THE NORTHEAST RAIL, AT A CONCRETE CULVERT, AND IN THE
 GY0061'TOP OF THE NORTHWEST END OF THE HEADWALL.  A STANDARD MONEL-METAL
 GY0061'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1909 ***********************************************************************
 HW1909  DESIGNATION -  RV 16
 HW1909  PID         -  HW1909
 HW1909  STATE/COUNTY-  WV/RANDOLPH
 HW1909  USGS QUAD   -  BOWDEN (1995)
 HW1909
 HW1909                         *CURRENT SURVEY CONTROL
 HW1909  ___________________________________________________________________
 HW1909* NAD 83(1986)-  38 53 46.     (N)    079 42 18.     (W)     SCALED    
 HW1909* NAVD 88     -       695.043  (meters)    2280.32   (feet)  ADJUSTED  
 HW1909  ___________________________________________________________________
 HW1909  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HW1909  DYNAMIC HT  -         694.524 (meters)    2278.62  (feet)  COMP
 HW1909  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 HW1909
 HW1909  VERT ORDER  -  FIRST     CLASS II
 HW1909
 HW1909.The horizontal coordinates were scaled from a topographic map and have
 HW1909.an estimated accuracy of +/- 6 seconds.
 HW1909
 HW1909.The orthometric height was determined by differential leveling
 HW1909.and adjusted by the National Geodetic Survey in June 1991..
 HW1909
 HW1909.The geoid height was determined by GEOID03.
 HW1909
 HW1909.The dynamic height is computed by dividing the NAVD 88
 HW1909.geopotential number by the normal gravity value computed on the
 HW1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1909.degrees latitude (g = 980.6199 gals.).
 HW1909
 HW1909.The modeled gravity was interpolated from observed gravity values.
 HW1909
 HW1909;                    North         East    Units  Estimated Accuracy
 HW1909;SPC WV S     -   211,240.      712,340.      MT  (+/- 180 meters Scaled)
 HW1909
 HW1909                          SUPERSEDED SURVEY CONTROL
 HW1909
 HW1909  NGVD 29 (??/??/92)  695.172  (m)         2280.74   (f) ADJ UNCH    1 2
 HW1909
 HW1909.Superseded values are not recommended for survey control.
 HW1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1909.See file dsdata.txt to determine how the superseded data were derived.
 HW1909
 HW1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD123060(NAD 83)
 HW1909_MARKER: R = RIVET
 HW1909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1909_SP_SET: BRIDGE
 HW1909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1909
 HW1909  HISTORY     - Date     Condition        Report By
 HW1909  HISTORY     - UNK      MONUMENTED       WMRR
 HW1909  HISTORY     - 1933     GOOD             NGS
 HW1909  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1909  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1909
 HW1909                          STATION DESCRIPTION
 HW1909
 HW1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1909'12.1 MI E FROM ELKINS.
 HW1909'12.1 MILES EAST AND SOUTH ALONG THE WESTERN MARYLAND RAILWAY
 HW1909'FROM THE STATION AT ELKINS, RANDOLPH COUNTY, 5 POLES SOUTH OF
 HW1909'MILEPOST E 12, AT A BRIDGE OVER A SMALL STREAM, IN THE TOP OF
 HW1909'THE SECOND STEP FROM THE TOP OF THE NORTH HEADWALL, ABOUT 4 YARDS
 HW1909'EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN
 HW1909'THE BASE OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 HW1909
 HW1909                          STATION RECOVERY (1983)
 HW1909
 HW1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1909'MARK NOT FOUND.
 HW1909
 HW1909                          STATION RECOVERY (1983)
 HW1909
 HW1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0837 ***********************************************************************
 JW0837  DESIGNATION -  RV 16
 JW0837  PID         -  JW0837
 JW0837  STATE/COUNTY-  WV/PRESTON
 JW0837  USGS QUAD   -  KINGWOOD (1976)
 JW0837
 JW0837                         *CURRENT SURVEY CONTROL
 JW0837  ___________________________________________________________________
 JW0837* NAD 83(1986)-  39 23 59.     (N)    079 40 50.     (W)     SCALED    
 JW0837* NAVD 88     -       400.673  (meters)    1314.54   (feet)  ADJUSTED  
 JW0837  ___________________________________________________________________
 JW0837  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JW0837  DYNAMIC HT  -         400.421 (meters)    1313.71  (feet)  COMP
 JW0837  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 JW0837
 JW0837  VERT ORDER  -  SECOND    CLASS 0
 JW0837
 JW0837.The horizontal coordinates were scaled from a topographic map and have
 JW0837.an estimated accuracy of +/- 6 seconds.
 JW0837
 JW0837.The orthometric height was determined by differential leveling
 JW0837.and adjusted by the National Geodetic Survey in June 1991..
 JW0837
 JW0837.The geoid height was determined by GEOID03.
 JW0837
 JW0837.The dynamic height is computed by dividing the NAVD 88
 JW0837.geopotential number by the normal gravity value computed on the
 JW0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0837.degrees latitude (g = 980.6199 gals.).
 JW0837
 JW0837.The modeled gravity was interpolated from observed gravity values.
 JW0837
 JW0837;                    North         East    Units  Estimated Accuracy
 JW0837;SPC WV N     -    99,900.      584,450.      MT  (+/- 180 meters Scaled)
 JW0837
 JW0837                          SUPERSEDED SURVEY CONTROL
 JW0837
 JW0837  NGVD 29 (??/??/92)  400.869  (m)         1315.18   (f) ADJ UNCH    2 0
 JW0837
 JW0837.Superseded values are not recommended for survey control.
 JW0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0837.See file dsdata.txt to determine how the superseded data were derived.
 JW0837
 JW0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD136619(NAD 83)
 JW0837_MARKER: R = RIVET
 JW0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0837_SP_SET: BRIDGE
 JW0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0837
 JW0837  HISTORY     - Date     Condition        Report By
 JW0837  HISTORY     - UNK      MONUMENTED       BORR
 JW0837  HISTORY     - 1935     GOOD             NGS
 JW0837
 JW0837                          STATION DESCRIPTION
 JW0837
 JW0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0837'3.9 MI N FROM MANHEIM.
 JW0837'3.9 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0837'STATION AT MANHEIM, PRESTON COUNTY, 54 FEET NORTHWEST OF MILEAGE
 JW0837'SIGN 41.35, AT A BRIDGE, AND IN THE TOP OF THE SOUTHWEST SIDE OF
 JW0837'THE NORTHWEST ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0769 ***********************************************************************
 JW0769  DESIGNATION -  RV 16
 JW0769  PID         -  JW0769
 JW0769  STATE/COUNTY-  WV/GRANT
 JW0769  USGS QUAD   -  TABLE ROCK (1981)
 JW0769
 JW0769                         *CURRENT SURVEY CONTROL
 JW0769  ___________________________________________________________________
 JW0769* NAD 83(1986)-  39 15 11.     (N)    079 23 53.     (W)     SCALED    
 JW0769* NAVD 88     -       762.919  (meters)    2503.01   (feet)  ADJUSTED  
 JW0769  ___________________________________________________________________
 JW0769  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JW0769  DYNAMIC HT  -         762.373 (meters)    2501.22  (feet)  COMP
 JW0769  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 JW0769
 JW0769  VERT ORDER  -  SECOND    CLASS 0
 JW0769
 JW0769.The horizontal coordinates were scaled from a topographic map and have
 JW0769.an estimated accuracy of +/- 6 seconds.
 JW0769
 JW0769.The orthometric height was determined by differential leveling
 JW0769.and adjusted by the National Geodetic Survey in June 1991..
 JW0769
 JW0769.The geoid height was determined by GEOID03.
 JW0769
 JW0769.The dynamic height is computed by dividing the NAVD 88
 JW0769.geopotential number by the normal gravity value computed on the
 JW0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0769.degrees latitude (g = 980.6199 gals.).
 JW0769
 JW0769.The modeled gravity was interpolated from observed gravity values.
 JW0769
 JW0769;                    North         East    Units  Estimated Accuracy
 JW0769;SPC WV N     -    83,610.      608,800.      MT  (+/- 180 meters Scaled)
 JW0769
 JW0769                          SUPERSEDED SURVEY CONTROL
 JW0769
 JW0769  NGVD 29 (??/??/92)  763.036  (m)         2503.39   (f) ADJ UNCH    2 0
 JW0769
 JW0769.Superseded values are not recommended for survey control.
 JW0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0769.See file dsdata.txt to determine how the superseded data were derived.
 JW0769
 JW0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD382460(NAD 83)
 JW0769_MARKER: R = RIVET
 JW0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0769_SP_SET: CULVERT
 JW0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0769
 JW0769  HISTORY     - Date     Condition        Report By
 JW0769  HISTORY     - UNK      MONUMENTED       WMRR
 JW0769  HISTORY     - 1935     GOOD             NGS
 JW0769
 JW0769                          STATION DESCRIPTION
 JW0769
 JW0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0769'AT WILSON.
 JW0769'AT WILSON, GRANT COUNTY, ON THE WESTERN MARYLAND RAILWAY, 64
 JW0769'FEET NORTH OF MILEPOST C 64, IN THE TOP OF A CONCRETE PIPE
 JW0769'CULVERT, 28 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK,
 JW0769'AND 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD MONEL-METAL
 JW0769'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0878 ***********************************************************************
 KY0878  DESIGNATION -  RV 16
 KY0878  PID         -  KY0878
 KY0878  STATE/COUNTY-  WV/OHIO
 KY0878  USGS QUAD   -  VALLEY GROVE (1981)
 KY0878
 KY0878                         *CURRENT SURVEY CONTROL
 KY0878  ___________________________________________________________________
 KY0878* NAD 83(1986)-  40 06 05.     (N)    080 31 22.     (W)     SCALED    
 KY0878* NAVD 88     -       351.120  (meters)    1151.97   (feet)  ADJUSTED  
 KY0878  ___________________________________________________________________
 KY0878  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY0878  DYNAMIC HT  -         350.920 (meters)    1151.31  (feet)  COMP
 KY0878  MODELED GRAV-     980,046.3   (mgal)                       NAVD 88
 KY0878
 KY0878  VERT ORDER  -  SECOND    CLASS 0
 KY0878
 KY0878.The horizontal coordinates were scaled from a topographic map and have
 KY0878.an estimated accuracy of +/- 6 seconds.
 KY0878
 KY0878.The orthometric height was determined by differential leveling
 KY0878.and adjusted by the National Geodetic Survey in June 1991..
 KY0878
 KY0878.The geoid height was determined by GEOID03.
 KY0878
 KY0878.The dynamic height is computed by dividing the NAVD 88
 KY0878.geopotential number by the normal gravity value computed on the
 KY0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0878.degrees latitude (g = 980.6199 gals.).
 KY0878
 KY0878.The modeled gravity was interpolated from observed gravity values.
 KY0878
 KY0878;                    North         East    Units  Estimated Accuracy
 KY0878;SPC WV N     -   178,280.      512,790.      MT  (+/- 180 meters Scaled)
 KY0878
 KY0878                          SUPERSEDED SURVEY CONTROL
 KY0878
 KY0878  NGVD 29 (??/??/92)  351.263  (m)         1152.44   (f) ADJ UNCH    2 0
 KY0878
 KY0878.Superseded values are not recommended for survey control.
 KY0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0878.See file dsdata.txt to determine how the superseded data were derived.
 KY0878
 KY0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE406391(NAD 83)
 KY0878_MARKER: R = RIVET
 KY0878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0878_SP_SET: OVERPASS
 KY0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0878
 KY0878  HISTORY     - Date     Condition        Report By
 KY0878  HISTORY     - UNK      MONUMENTED       BORR
 KY0878  HISTORY     - 1957     GOOD             NGS
 KY0878
 KY0878                          STATION DESCRIPTION
 KY0878
 KY0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0878'0.5 MI SW FROM WEST ALEXANDER.
 KY0878'ABOUT 0.5 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0878'FROM ITS STATION AT WEST ALEXANDER, PA., BETWEEN MILEAGE POST
 KY0878'NO. 53 + 20 AND 53 + 19, 10 FEET NORTH OF THE NORTH RAIL OF
 KY0878'SIDING, 24 FEET NORTH OF THE NORTH RAIL OF MAIN TRACK, ON TOP
 KY0878'OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A CONCRETE
 KY0878'OVERPASS NO. 171 OVER A NARROW ROAD, 1 FOOT BELOW THE TOP OF
 KY0878'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0063 ***********************************************************************
 GY0063  DESIGNATION -  RV 160
 GY0063  PID         -  GY0063
 GY0063  STATE/COUNTY-  WV/MINGO
 GY0063  USGS QUAD   -  NAUGATUCK (1975)
 GY0063
 GY0063                         *CURRENT SURVEY CONTROL
 GY0063  ___________________________________________________________________
 GY0063* NAD 83(1986)-  37 45 35.     (N)    082 18 47.     (W)     SCALED    
 GY0063* NAVD 88     -       198.269  (meters)     650.49   (feet)  ADJUSTED  
 GY0063  ___________________________________________________________________
 GY0063  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GY0063  DYNAMIC HT  -         198.123 (meters)     650.01  (feet)  COMP
 GY0063  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 GY0063
 GY0063  VERT ORDER  -  SECOND    CLASS 0
 GY0063
 GY0063.The horizontal coordinates were scaled from a topographic map and have
 GY0063.an estimated accuracy of +/- 6 seconds.
 GY0063
 GY0063.The orthometric height was determined by differential leveling
 GY0063.and adjusted by the National Geodetic Survey in June 1991..
 GY0063
 GY0063.The geoid height was determined by GEOID03.
 GY0063
 GY0063.The dynamic height is computed by dividing the NAVD 88
 GY0063.geopotential number by the normal gravity value computed on the
 GY0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0063.degrees latitude (g = 980.6199 gals.).
 GY0063
 GY0063.The modeled gravity was interpolated from observed gravity values.
 GY0063
 GY0063;                    North         East    Units  Estimated Accuracy
 GY0063;SPC WV S     -    85,140.      484,310.      MT  (+/- 180 meters Scaled)
 GY0063
 GY0063                          SUPERSEDED SURVEY CONTROL
 GY0063
 GY0063  NGVD 29 (??/??/92)  198.493  (m)          651.22   (f) ADJ UNCH    2 0
 GY0063
 GY0063.Superseded values are not recommended for survey control.
 GY0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0063.See file dsdata.txt to determine how the superseded data were derived.
 GY0063
 GY0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB843799(NAD 83)
 GY0063_MARKER: R = RIVET
 GY0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0063_SP_SET: CONCRETE
 GY0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0063
 GY0063  HISTORY     - Date     Condition        Report By
 GY0063  HISTORY     - UNK      MONUMENTED       NWRR
 GY0063  HISTORY     - 1935     GOOD             NGS
 GY0063
 GY0063                          STATION DESCRIPTION
 GY0063
 GY0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0063'2.1 MI N FROM NOLAN.
 GY0063'2.1 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0063'STATION AT NOLAN, MINGO COUNTY, 0.3 MILE SOUTH OF MILEPOST N 480,
 GY0063'10 RAILS SOUTH OF A ROAD CROSSING, AT SIGNAL 4797, IN THE TOP OF
 GY0063'THE NORTHEAST CORNER OF THE CONCRETE BASE, AND 18.4 FEET SOUTHEAST
 GY0063'OF THE SOUTHEAST RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0064 ***********************************************************************
 GY0064  DESIGNATION -  RV 161
 GY0064  PID         -  GY0064
 GY0064  STATE/COUNTY-  WV/MINGO
 GY0064  USGS QUAD   -  NAUGATUCK (1975)
 GY0064
 GY0064                         *CURRENT SURVEY CONTROL
 GY0064  ___________________________________________________________________
 GY0064* NAD 83(1986)-  37 45 26.     (N)    082 19 10.     (W)     SCALED    
 GY0064* NAVD 88     -       197.230  (meters)     647.08   (feet)  ADJUSTED  
 GY0064  ___________________________________________________________________
 GY0064  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GY0064  DYNAMIC HT  -         197.086 (meters)     646.61  (feet)  COMP
 GY0064  MODELED GRAV-     979,891.7   (mgal)                       NAVD 88
 GY0064
 GY0064  VERT ORDER  -  SECOND    CLASS 0
 GY0064
 GY0064.The horizontal coordinates were scaled from a topographic map and have
 GY0064.an estimated accuracy of +/- 6 seconds.
 GY0064
 GY0064.The orthometric height was determined by differential leveling
 GY0064.and adjusted by the National Geodetic Survey in June 1991..
 GY0064
 GY0064.The geoid height was determined by GEOID03.
 GY0064
 GY0064.The dynamic height is computed by dividing the NAVD 88
 GY0064.geopotential number by the normal gravity value computed on the
 GY0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0064.degrees latitude (g = 980.6199 gals.).
 GY0064
 GY0064.The modeled gravity was interpolated from observed gravity values.
 GY0064
 GY0064;                    North         East    Units  Estimated Accuracy
 GY0064;SPC WV S     -    84,870.      483,740.      MT  (+/- 180 meters Scaled)
 GY0064
 GY0064                          SUPERSEDED SURVEY CONTROL
 GY0064
 GY0064  NGVD 29 (??/??/92)  197.456  (m)          647.82   (f) ADJ UNCH    2 0
 GY0064
 GY0064.Superseded values are not recommended for survey control.
 GY0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0064.See file dsdata.txt to determine how the superseded data were derived.
 GY0064
 GY0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB837796(NAD 83)
 GY0064_MARKER: R = RIVET
 GY0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0064_SP_SET: BRIDGE
 GY0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0064
 GY0064  HISTORY     - Date     Condition        Report By
 GY0064  HISTORY     - UNK      MONUMENTED       NWRR
 GY0064  HISTORY     - 1935     GOOD             NGS
 GY0064
 GY0064                          STATION DESCRIPTION
 GY0064
 GY0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0064'1.7 MI N FROM NOLAN.
 GY0064'1.7 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0064'STATION AT NOLAN, MINGO COUNTY, 0.3 MILE EAST OF MILEPOST N 479, AT
 GY0064'BRIDGE 933, IN THE TOP OF THE SOUTH CORNER OF THE SOUTHWEST WING WALL,
 GY0064'10.3 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 6 INCHES BELOW THE
 GY0064'TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0065 ***********************************************************************
 GY0065  DESIGNATION -  RV 162
 GY0065  PID         -  GY0065
 GY0065  STATE/COUNTY-  WV/MINGO
 GY0065  USGS QUAD   -  NAUGATUCK (1975)
 GY0065
 GY0065                         *CURRENT SURVEY CONTROL
 GY0065  ___________________________________________________________________
 GY0065* NAD 83(1986)-  37 45 08.     (N)    082 19 14.     (W)     SCALED    
 GY0065* NAVD 88     -       197.874  (meters)     649.19   (feet)  ADJUSTED  
 GY0065  ___________________________________________________________________
 GY0065  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GY0065  DYNAMIC HT  -         197.729 (meters)     648.72  (feet)  COMP
 GY0065  MODELED GRAV-     979,891.3   (mgal)                       NAVD 88
 GY0065
 GY0065  VERT ORDER  -  SECOND    CLASS 0
 GY0065
 GY0065.The horizontal coordinates were scaled from a topographic map and have
 GY0065.an estimated accuracy of +/- 6 seconds.
 GY0065
 GY0065.The orthometric height was determined by differential leveling
 GY0065.and adjusted by the National Geodetic Survey in June 1991..
 GY0065
 GY0065.The geoid height was determined by GEOID03.
 GY0065
 GY0065.The dynamic height is computed by dividing the NAVD 88
 GY0065.geopotential number by the normal gravity value computed on the
 GY0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0065.degrees latitude (g = 980.6199 gals.).
 GY0065
 GY0065.The modeled gravity was interpolated from observed gravity values.
 GY0065
 GY0065;                    North         East    Units  Estimated Accuracy
 GY0065;SPC WV S     -    84,320.      483,630.      MT  (+/- 180 meters Scaled)
 GY0065
 GY0065                          SUPERSEDED SURVEY CONTROL
 GY0065
 GY0065  NGVD 29 (??/??/92)  198.099  (m)          649.93   (f) ADJ UNCH    2 0
 GY0065
 GY0065.Superseded values are not recommended for survey control.
 GY0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0065.See file dsdata.txt to determine how the superseded data were derived.
 GY0065
 GY0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB836791(NAD 83)
 GY0065_MARKER: R = RIVET
 GY0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0065_SP_SET: CULVERT
 GY0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0065
 GY0065  HISTORY     - Date     Condition        Report By
 GY0065  HISTORY     - UNK      MONUMENTED       NWRR
 GY0065  HISTORY     - 1935     GOOD             NGS
 GY0065
 GY0065                          STATION DESCRIPTION
 GY0065
 GY0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0065'1.4 MI N FROM NOLAN.
 GY0065'1.4 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0065'STATION AT NOLAN, MINGO COUNTY, 3-1/2 RAILS SOUTH OF MILEPOST
 GY0065'N 479, AT THE CROSSING OF U.S. HIGHWAY 52, 22 FEET SOUTHWEST OF
 GY0065'THE CENTERLINE OF THE HIGHWAY, 9 FEET EAST OF THE EAST RAIL, AT
 GY0065'A CONCRETE CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF THE
 GY0065'SOUTHWEST CORNER OF THE SOUTH HEADWALL.  A STANDARD MONEL-METAL
 GY0065'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0066 ***********************************************************************
 GY0066  DESIGNATION -  RV 163
 GY0066  PID         -  GY0066
 GY0066  STATE/COUNTY-  WV/MINGO
 GY0066  USGS QUAD   -  WILLIAMSON (1992)
 GY0066
 GY0066                         *CURRENT SURVEY CONTROL
 GY0066  ___________________________________________________________________
 GY0066* NAD 83(1986)-  37 44 54.     (N)    082 19 35.     (W)     SCALED    
 GY0066* NAVD 88     -       199.561  (meters)     654.73   (feet)  ADJUSTED  
 GY0066  ___________________________________________________________________
 GY0066  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GY0066  DYNAMIC HT  -         199.414 (meters)     654.24  (feet)  COMP
 GY0066  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 GY0066
 GY0066  VERT ORDER  -  SECOND    CLASS 0
 GY0066
 GY0066.The horizontal coordinates were scaled from a topographic map and have
 GY0066.an estimated accuracy of +/- 6 seconds.
 GY0066
 GY0066.The orthometric height was determined by differential leveling
 GY0066.and adjusted by the National Geodetic Survey in June 1991..
 GY0066
 GY0066.The geoid height was determined by GEOID03.
 GY0066
 GY0066.The dynamic height is computed by dividing the NAVD 88
 GY0066.geopotential number by the normal gravity value computed on the
 GY0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0066.degrees latitude (g = 980.6199 gals.).
 GY0066
 GY0066.The modeled gravity was interpolated from observed gravity values.
 GY0066
 GY0066;                    North         East    Units  Estimated Accuracy
 GY0066;SPC WV S     -    83,890.      483,110.      MT  (+/- 180 meters Scaled)
 GY0066
 GY0066                          SUPERSEDED SURVEY CONTROL
 GY0066
 GY0066  NGVD 29 (??/??/92)  199.786  (m)          655.46   (f) ADJ UNCH    2 0
 GY0066
 GY0066.Superseded values are not recommended for survey control.
 GY0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0066.See file dsdata.txt to determine how the superseded data were derived.
 GY0066
 GY0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB831787(NAD 83)
 GY0066_MARKER: R = RIVET
 GY0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0066_SP_SET: CULVERT
 GY0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0066
 GY0066  HISTORY     - Date     Condition        Report By
 GY0066  HISTORY     - UNK      MONUMENTED       NWRR
 GY0066  HISTORY     - 1956     GOOD             NGS
 GY0066
 GY0066                          STATION DESCRIPTION
 GY0066
 GY0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0066'0.9 MI NE FROM NOLAN.
 GY0066'0.9 MILE NORTHEAST ALONG THE NORFOLK AND WESTERN RAILROAD FROM THE
 GY0066'STATION AT NOLAN, 211 FEET SOUTH SOUTHEAST OF SIGN, STATION ONE
 GY0066'MILE AND ACROSS TRACKS, 35 YARDS NORTHEAST OF A ROAD CROSSING,
 GY0066'22 FEET SOUTHEAST OF SOUTHEAST RAIL, SET IN THE TOP OF THE
 GY0066'NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL OF AN 18-INCH
 GY0066'TILE CULVERT UNDER U.S. HIGHWAY 52, 18 INCHES ABOVE LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0070 ***********************************************************************
 GY0070  DESIGNATION -  RV 165
 GY0070  PID         -  GY0070
 GY0070  STATE/COUNTY-  WV/MINGO
 GY0070  USGS QUAD   -  WILLIAMSON (1992)
 GY0070
 GY0070                         *CURRENT SURVEY CONTROL
 GY0070  ___________________________________________________________________
 GY0070* NAD 83(1986)-  37 44 12.     (N)    082 19 31.     (W)     SCALED    
 GY0070* NAVD 88     -       199.361  (meters)     654.07   (feet)  ADJUSTED  
 GY0070  ___________________________________________________________________
 GY0070  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GY0070  DYNAMIC HT  -         199.214 (meters)     653.59  (feet)  COMP
 GY0070  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 GY0070
 GY0070  VERT ORDER  -  SECOND    CLASS 0
 GY0070
 GY0070.The horizontal coordinates were scaled from a topographic map and have
 GY0070.an estimated accuracy of +/- 6 seconds.
 GY0070
 GY0070.The orthometric height was determined by differential leveling
 GY0070.and adjusted by the National Geodetic Survey in June 1991..
 GY0070
 GY0070.The geoid height was determined by GEOID03.
 GY0070
 GY0070.The dynamic height is computed by dividing the NAVD 88
 GY0070.geopotential number by the normal gravity value computed on the
 GY0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0070.degrees latitude (g = 980.6199 gals.).
 GY0070
 GY0070.The modeled gravity was interpolated from observed gravity values.
 GY0070
 GY0070;                    North         East    Units  Estimated Accuracy
 GY0070;SPC WV S     -    82,600.      483,190.      MT  (+/- 180 meters Scaled)
 GY0070
 GY0070                          SUPERSEDED SURVEY CONTROL
 GY0070
 GY0070  NGVD 29 (??/??/92)  199.585  (m)          654.81   (f) ADJ UNCH    2 0
 GY0070
 GY0070.Superseded values are not recommended for survey control.
 GY0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0070.See file dsdata.txt to determine how the superseded data were derived.
 GY0070
 GY0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB832774(NAD 83)
 GY0070_MARKER: R = RIVET
 GY0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0070_SP_SET: CULVERT
 GY0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0070
 GY0070  HISTORY     - Date     Condition        Report By
 GY0070  HISTORY     - UNK      MONUMENTED       NWRR
 GY0070  HISTORY     - 1956     GOOD             NGS
 GY0070
 GY0070                          STATION DESCRIPTION
 GY0070
 GY0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0070'0.4 MI SE FROM NOLAN.
 GY0070'0.45 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILROAD FROM THE
 GY0070'STATION AT NOLAN, 0.2 MILE WEST OF MILE POST 477, 147 YARDS EAST
 GY0070'OF SEMAPHORE SIGNAL NO. 477.3, 23.5 FEET NORTH OF NORTH RAIL, 20
 GY0070'FEET SOUTH OF CENTER LINE OF U.S. HIGHWAY 52, IN THE TOP OF THE
 GY0070'SOUTHEAST CORNER OF SOUTH CONCRETE HEAD WALL OF AN 18-INCH TILE
 GY0070'PIPE CULVERT UNDER U.S. HIGHWAY 52, ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0071 ***********************************************************************
 GY0071  DESIGNATION -  RV 166
 GY0071  PID         -  GY0071
 GY0071  STATE/COUNTY-  WV/MINGO
 GY0071  USGS QUAD   -  WILLIAMSON (1992)
 GY0071
 GY0071                         *CURRENT SURVEY CONTROL
 GY0071  ___________________________________________________________________
 GY0071* NAD 83(1986)-  37 43 55.     (N)    082 19 02.     (W)     SCALED    
 GY0071* NAVD 88     -       199.717  (meters)     655.24   (feet)  ADJUSTED  
 GY0071  ___________________________________________________________________
 GY0071  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GY0071  DYNAMIC HT  -         199.570 (meters)     654.76  (feet)  COMP
 GY0071  MODELED GRAV-     979,890.1   (mgal)                       NAVD 88
 GY0071
 GY0071  VERT ORDER  -  SECOND    CLASS 0
 GY0071
 GY0071.The horizontal coordinates were scaled from a topographic map and have
 GY0071.an estimated accuracy of +/- 6 seconds.
 GY0071
 GY0071.The orthometric height was determined by differential leveling
 GY0071.and adjusted by the National Geodetic Survey in June 1991..
 GY0071
 GY0071.The geoid height was determined by GEOID03.
 GY0071
 GY0071.The dynamic height is computed by dividing the NAVD 88
 GY0071.geopotential number by the normal gravity value computed on the
 GY0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0071.degrees latitude (g = 980.6199 gals.).
 GY0071
 GY0071.The modeled gravity was interpolated from observed gravity values.
 GY0071
 GY0071;                    North         East    Units  Estimated Accuracy
 GY0071;SPC WV S     -    82,060.      483,890.      MT  (+/- 180 meters Scaled)
 GY0071
 GY0071                          SUPERSEDED SURVEY CONTROL
 GY0071
 GY0071  NGVD 29 (??/??/92)  199.942  (m)          655.98   (f) ADJ UNCH    2 0
 GY0071
 GY0071.Superseded values are not recommended for survey control.
 GY0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0071.See file dsdata.txt to determine how the superseded data were derived.
 GY0071
 GY0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB839768(NAD 83)
 GY0071_MARKER: R = RIVET
 GY0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0071_SP_SET: CULVERT
 GY0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0071
 GY0071  HISTORY     - Date     Condition        Report By
 GY0071  HISTORY     - UNK      MONUMENTED       NWRR
 GY0071  HISTORY     - 1935     GOOD             NGS
 GY0071  HISTORY     - 1953     MARK NOT FOUND   NGS
 GY0071
 GY0071                          STATION DESCRIPTION
 GY0071
 GY0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0071'0.9 MI S FROM NOLAN.
 GY0071'0.9 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0071'STATION AT NOLAN, MINGO COUNTY, 0.3 MILE NORTH OF BORDERLAND NO. 2
 GY0071'FLAG STOP, 18 RAILS SOUTH OF MILEPOST N 477, 2 RAILS SOUTH OF
 GY0071'SEMAPHORE 476.7, 14 FEET EAST OF THE EAST RAIL, AT A CONCRETE CULVERT
 GY0071'UNDER U.S. HIGHWAY 52, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 GY0071'WEST HEADWALL, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 GY0071'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL
 GY0071'RIVET.
 GY0071
 GY0071                          STATION RECOVERY (1953)
 GY0071
 GY0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GY0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0072 ***********************************************************************
 GY0072  DESIGNATION -  RV 167
 GY0072  PID         -  GY0072
 GY0072  STATE/COUNTY-  WV/MINGO
 GY0072  USGS QUAD   -  WILLIAMSON (1992)
 GY0072
 GY0072                         *CURRENT SURVEY CONTROL
 GY0072  ___________________________________________________________________
 GY0072* NAD 83(1986)-  37 43 26.     (N)    082 18 56.     (W)     SCALED    
 GY0072* NAVD 88     -       199.946  (meters)     655.99   (feet)  ADJUSTED  
 GY0072  ___________________________________________________________________
 GY0072  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GY0072  DYNAMIC HT  -         199.799 (meters)     655.51  (feet)  COMP
 GY0072  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 GY0072
 GY0072  VERT ORDER  -  SECOND    CLASS 0
 GY0072
 GY0072.The horizontal coordinates were scaled from a topographic map and have
 GY0072.an estimated accuracy of +/- 6 seconds.
 GY0072
 GY0072.The orthometric height was determined by differential leveling
 GY0072.and adjusted by the National Geodetic Survey in June 1991..
 GY0072
 GY0072.The geoid height was determined by GEOID03.
 GY0072
 GY0072.The dynamic height is computed by dividing the NAVD 88
 GY0072.geopotential number by the normal gravity value computed on the
 GY0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0072.degrees latitude (g = 980.6199 gals.).
 GY0072
 GY0072.The modeled gravity was interpolated from observed gravity values.
 GY0072
 GY0072;                    North         East    Units  Estimated Accuracy
 GY0072;SPC WV S     -    81,170.      484,030.      MT  (+/- 180 meters Scaled)
 GY0072
 GY0072                          SUPERSEDED SURVEY CONTROL
 GY0072
 GY0072  NGVD 29 (??/??/92)  200.172  (m)          656.73   (f) ADJ UNCH    2 0
 GY0072
 GY0072.Superseded values are not recommended for survey control.
 GY0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0072.See file dsdata.txt to determine how the superseded data were derived.
 GY0072
 GY0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB840759(NAD 83)
 GY0072_MARKER: R = RIVET
 GY0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0072_SP_SET: TOWER
 GY0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0072
 GY0072  HISTORY     - Date     Condition        Report By
 GY0072  HISTORY     - UNK      MONUMENTED       NWRR
 GY0072  HISTORY     - 1935     GOOD             NGS
 GY0072  HISTORY     - 1953     MARK NOT FOUND   NGS
 GY0072
 GY0072                          STATION DESCRIPTION
 GY0072
 GY0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0072'1.4 MI S FROM NOLAN.
 GY0072'1.4 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0072'STATION AT NOLAN, MINGO COUNTY, 0.2 MILE SOUTH OF BORDERLAND NO. 2
 GY0072'FLAG STOP, 0.2 MILE NORTH OF MILEPOST N 476, AT A WATER TOWER,
 GY0072'IN THE TOP OF THE SOUTHWEST CORNER OF THE NORTHWEST CONCRETE
 GY0072'PEDESTAL, 10.5 FEET EAST OF THE EAST RAIL, AND ABOUT 2 FEET ABOVE
 GY0072'THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 GY0072
 GY0072                          STATION RECOVERY (1953)
 GY0072
 GY0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GY0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0074 ***********************************************************************
 GY0074  DESIGNATION -  RV 168
 GY0074  PID         -  GY0074
 GY0074  STATE/COUNTY-  WV/MINGO
 GY0074  USGS QUAD   -  WILLIAMSON (1992)
 GY0074
 GY0074                         *CURRENT SURVEY CONTROL
 GY0074  ___________________________________________________________________
 GY0074* NAD 83(1986)-  37 43 00.     (N)    082 18 37.     (W)     SCALED    
 GY0074* NAVD 88     -       199.800  (meters)     655.51   (feet)  ADJUSTED  
 GY0074  ___________________________________________________________________
 GY0074  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GY0074  DYNAMIC HT  -         199.653 (meters)     655.03  (feet)  COMP
 GY0074  MODELED GRAV-     979,889.2   (mgal)                       NAVD 88
 GY0074
 GY0074  VERT ORDER  -  SECOND    CLASS 0
 GY0074
 GY0074.The horizontal coordinates were scaled from a topographic map and have
 GY0074.an estimated accuracy of +/- 6 seconds.
 GY0074
 GY0074.The orthometric height was determined by differential leveling
 GY0074.and adjusted by the National Geodetic Survey in June 1991..
 GY0074
 GY0074.The geoid height was determined by GEOID03.
 GY0074
 GY0074.The dynamic height is computed by dividing the NAVD 88
 GY0074.geopotential number by the normal gravity value computed on the
 GY0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0074.degrees latitude (g = 980.6199 gals.).
 GY0074
 GY0074.The modeled gravity was interpolated from observed gravity values.
 GY0074
 GY0074;                    North         East    Units  Estimated Accuracy
 GY0074;SPC WV S     -    80,360.      484,480.      MT  (+/- 180 meters Scaled)
 GY0074
 GY0074                          SUPERSEDED SURVEY CONTROL
 GY0074
 GY0074  NGVD 29 (??/??/92)  200.027  (m)          656.26   (f) ADJ UNCH    2 0
 GY0074
 GY0074.Superseded values are not recommended for survey control.
 GY0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0074.See file dsdata.txt to determine how the superseded data were derived.
 GY0074
 GY0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB845751(NAD 83)
 GY0074_MARKER: R = RIVET
 GY0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0074_SP_SET: CULVERT
 GY0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0074
 GY0074  HISTORY     - Date     Condition        Report By
 GY0074  HISTORY     - UNK      MONUMENTED       NWRR
 GY0074  HISTORY     - 1935     GOOD             NGS
 GY0074
 GY0074                          STATION DESCRIPTION
 GY0074
 GY0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0074'2 MI S FROM NOLAN.
 GY0074'2.0 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0074'STATION AT NOLAN, MINGO COUNTY, ABOUT 260 YARDS NORTH OF BORDERLAND
 GY0074'NO. 1 FLAG STOP, 4.8 FEET EAST OF THE EAST RAIL, AT A CONCRETE
 GY0074'CULVERT UNDER U.S. HIGHWAY 52, IN THE TOP OF THE SOUTHWEST CORNER
 GY0074'OF THE WEST HEADWALL, 25 FEET WEST OF THE CENTERLINE OF THE
 GY0074'HIGHWAY, AND ABOUT 1 FOOT ABOVE THE TOP OF THE RAIL.  A STANDARD
 GY0074'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0075 ***********************************************************************
 GY0075  DESIGNATION -  RV 169
 GY0075  PID         -  GY0075
 GY0075  STATE/COUNTY-  WV/MINGO
 GY0075  USGS QUAD   -  WILLIAMSON (1992)
 GY0075
 GY0075                         *CURRENT SURVEY CONTROL
 GY0075  ___________________________________________________________________
 GY0075* NAD 83(1986)-  37 42 36.     (N)    082 18 24.     (W)     SCALED    
 GY0075* NAVD 88     -       199.131  (meters)     653.32   (feet)  ADJUSTED  
 GY0075  ___________________________________________________________________
 GY0075  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GY0075  DYNAMIC HT  -         198.984 (meters)     652.83  (feet)  COMP
 GY0075  MODELED GRAV-     979,888.7   (mgal)                       NAVD 88
 GY0075
 GY0075  VERT ORDER  -  SECOND    CLASS 0
 GY0075
 GY0075.The horizontal coordinates were scaled from a topographic map and have
 GY0075.an estimated accuracy of +/- 6 seconds.
 GY0075
 GY0075.The orthometric height was determined by differential leveling
 GY0075.and adjusted by the National Geodetic Survey in June 1991..
 GY0075
 GY0075.The geoid height was determined by GEOID03.
 GY0075
 GY0075.The dynamic height is computed by dividing the NAVD 88
 GY0075.geopotential number by the normal gravity value computed on the
 GY0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0075.degrees latitude (g = 980.6199 gals.).
 GY0075
 GY0075.The modeled gravity was interpolated from observed gravity values.
 GY0075
 GY0075;                    North         East    Units  Estimated Accuracy
 GY0075;SPC WV S     -    79,610.      484,790.      MT  (+/- 180 meters Scaled)
 GY0075
 GY0075                          SUPERSEDED SURVEY CONTROL
 GY0075
 GY0075  NGVD 29 (??/??/92)  199.358  (m)          654.06   (f) ADJ UNCH    2 0
 GY0075
 GY0075.Superseded values are not recommended for survey control.
 GY0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0075.See file dsdata.txt to determine how the superseded data were derived.
 GY0075
 GY0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB848744(NAD 83)
 GY0075_MARKER: R = RIVET
 GY0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0075_SP_SET: WALL
 GY0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0075
 GY0075  HISTORY     - Date     Condition        Report By
 GY0075  HISTORY     - UNK      MONUMENTED       NWRR
 GY0075  HISTORY     - 1935     GOOD             NGS
 GY0075
 GY0075                          STATION DESCRIPTION
 GY0075
 GY0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0075'1 MI NW FROM CHATTAROY.
 GY0075'1.0 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0075'STATION AT CHATTAROY, MINGO COUNTY, 14 RAILS NORTHWEST OF
 GY0075'MILEPOST N 475, 35 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 GY0075'52, 8 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP OF THE
 GY0075'SOUTHEAST CORNER OF A NORTHEAST RETAINING WALL, 3 INCHES FROM THE
 GY0075'SOUTH CORNER, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.  A
 GY0075'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1912 ***********************************************************************
 HW1912  DESIGNATION -  RV 17
 HW1912  PID         -  HW1912
 HW1912  STATE/COUNTY-  WV/RANDOLPH
 HW1912  USGS QUAD   -  GLADY (1995)
 HW1912
 HW1912                         *CURRENT SURVEY CONTROL
 HW1912  ___________________________________________________________________
 HW1912* NAD 83(1986)-  38 52 23.     (N)    079 43 24.     (W)     SCALED    
 HW1912* NAVD 88     -       715.219  (meters)    2346.51   (feet)  ADJUSTED  
 HW1912  ___________________________________________________________________
 HW1912  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HW1912  DYNAMIC HT  -         714.666 (meters)    2344.70  (feet)  COMP
 HW1912  MODELED GRAV-     979,831.1   (mgal)                       NAVD 88
 HW1912
 HW1912  VERT ORDER  -  FIRST     CLASS II
 HW1912
 HW1912.The horizontal coordinates were scaled from a topographic map and have
 HW1912.an estimated accuracy of +/- 6 seconds.
 HW1912
 HW1912.The orthometric height was determined by differential leveling
 HW1912.and adjusted by the National Geodetic Survey in June 1991..
 HW1912
 HW1912.The geoid height was determined by GEOID03.
 HW1912
 HW1912.The dynamic height is computed by dividing the NAVD 88
 HW1912.geopotential number by the normal gravity value computed on the
 HW1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1912.degrees latitude (g = 980.6199 gals.).
 HW1912
 HW1912.The modeled gravity was interpolated from observed gravity values.
 HW1912
 HW1912;                    North         East    Units  Estimated Accuracy
 HW1912;SPC WV S     -   208,660.      710,790.      MT  (+/- 180 meters Scaled)
 HW1912
 HW1912                          SUPERSEDED SURVEY CONTROL
 HW1912
 HW1912  NGVD 29 (??/??/92)  715.331  (m)         2346.88   (f) ADJ UNCH    1 2
 HW1912
 HW1912.Superseded values are not recommended for survey control.
 HW1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1912.See file dsdata.txt to determine how the superseded data were derived.
 HW1912
 HW1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD107034(NAD 83)
 HW1912_MARKER: R = RIVET
 HW1912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1912_SP_SET: BRIDGE
 HW1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1912
 HW1912  HISTORY     - Date     Condition        Report By
 HW1912  HISTORY     - UNK      MONUMENTED       WMRR
 HW1912  HISTORY     - 1933     GOOD             NGS
 HW1912  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1912  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1912
 HW1912                          STATION DESCRIPTION
 HW1912
 HW1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1912'14.3 MI SE FROM ELKINS.
 HW1912'14.3 MILES SOUTHEAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1912'STATION AT ELKINS, RANDOLPH COUNTY, 0.3 MILE SOUTH OF MILEPOST
 HW1912'E 14, AT A SMALL BRIDGE OVER A STREAM, IN THE TOP OF THE NORTHWEST
 HW1912'CORNER OF THE STONE HEADWALL, 4 YARDS WEST OF THE CENTERLINE OF
 HW1912'THE TRACK, AND ABOUT 2 FEET LOWER THAN THE BASE OF THE RAIL.
 HW1912'A STANDARD MONEL-METAL RIVET.
 HW1912
 HW1912                          STATION RECOVERY (1983)
 HW1912
 HW1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1912'MARK NOT FOUND.
 HW1912
 HW1912                          STATION RECOVERY (1983)
 HW1912
 HW1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0838 ***********************************************************************
 JW0838  DESIGNATION -  RV 17
 JW0838  PID         -  JW0838
 JW0838  STATE/COUNTY-  WV/PRESTON
 JW0838  USGS QUAD   -  KINGWOOD (1976)
 JW0838
 JW0838                         *CURRENT SURVEY CONTROL
 JW0838  ___________________________________________________________________
 JW0838* NAD 83(1986)-  39 23 48.     (N)    079 41 29.     (W)     SCALED    
 JW0838* NAVD 88     -       404.819  (meters)    1328.14   (feet)  ADJUSTED  
 JW0838  ___________________________________________________________________
 JW0838  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JW0838  DYNAMIC HT  -         404.562 (meters)    1327.30  (feet)  COMP
 JW0838  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 JW0838
 JW0838  VERT ORDER  -  SECOND    CLASS 0
 JW0838
 JW0838.The horizontal coordinates were scaled from a topographic map and have
 JW0838.an estimated accuracy of +/- 6 seconds.
 JW0838
 JW0838.The orthometric height was determined by differential leveling
 JW0838.and adjusted by the National Geodetic Survey in June 1991..
 JW0838
 JW0838.The geoid height was determined by GEOID03.
 JW0838
 JW0838.The dynamic height is computed by dividing the NAVD 88
 JW0838.geopotential number by the normal gravity value computed on the
 JW0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0838.degrees latitude (g = 980.6199 gals.).
 JW0838
 JW0838.The modeled gravity was interpolated from observed gravity values.
 JW0838
 JW0838;                    North         East    Units  Estimated Accuracy
 JW0838;SPC WV N     -    99,560.      583,510.      MT  (+/- 180 meters Scaled)
 JW0838
 JW0838                          SUPERSEDED SURVEY CONTROL
 JW0838
 JW0838  NGVD 29 (??/??/92)  405.014  (m)         1328.78   (f) ADJ UNCH    2 0
 JW0838
 JW0838.Superseded values are not recommended for survey control.
 JW0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0838.See file dsdata.txt to determine how the superseded data were derived.
 JW0838
 JW0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD126616(NAD 83)
 JW0838_MARKER: R = RIVET
 JW0838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0838_SP_SET: BRIDGE
 JW0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0838
 JW0838  HISTORY     - Date     Condition        Report By
 JW0838  HISTORY     - UNK      MONUMENTED       BORR
 JW0838  HISTORY     - 1935     GOOD             NGS
 JW0838
 JW0838                          STATION DESCRIPTION
 JW0838
 JW0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0838'3.2 MI N FROM MANHEIM.
 JW0838'3.2 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0838'STATION AT MANHEIM, PRESTON COUNTY, 12 FEET SOUTH OF MILEAGE
 JW0838'SIGN 42.20, AT A BRIDGE, AND IN THE TOP OF THE WEST SIDE OF THE
 JW0838'NORTH ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0770 ***********************************************************************
 JW0770  DESIGNATION -  RV 17
 JW0770  PID         -  JW0770
 JW0770  STATE/COUNTY-  WV/GRANT
 JW0770  USGS QUAD   -  DAVIS (1995)
 JW0770
 JW0770                         *CURRENT SURVEY CONTROL
 JW0770  ___________________________________________________________________
 JW0770* NAD 83(1986)-  39 14 21.     (N)    079 24 50.     (W)     SCALED    
 JW0770* NAVD 88     -       788.799  (meters)    2587.92   (feet)  ADJUSTED  
 JW0770  ___________________________________________________________________
 JW0770  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JW0770  DYNAMIC HT  -         788.240 (meters)    2586.08  (feet)  COMP
 JW0770  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 JW0770
 JW0770  VERT ORDER  -  SECOND    CLASS 0
 JW0770
 JW0770.The horizontal coordinates were scaled from a topographic map and have
 JW0770.an estimated accuracy of +/- 6 seconds.
 JW0770
 JW0770.The orthometric height was determined by differential leveling
 JW0770.and adjusted by the National Geodetic Survey in June 1991..
 JW0770
 JW0770.The geoid height was determined by GEOID03.
 JW0770
 JW0770.The dynamic height is computed by dividing the NAVD 88
 JW0770.geopotential number by the normal gravity value computed on the
 JW0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0770.degrees latitude (g = 980.6199 gals.).
 JW0770
 JW0770.The modeled gravity was interpolated from observed gravity values.
 JW0770
 JW0770;                    North         East    Units  Estimated Accuracy
 JW0770;SPC WV N     -    82,060.      607,430.      MT  (+/- 180 meters Scaled)
 JW0770
 JW0770                          SUPERSEDED SURVEY CONTROL
 JW0770
 JW0770  NGVD 29 (??/??/92)  788.918  (m)         2588.31   (f) ADJ UNCH    2 0
 JW0770
 JW0770.Superseded values are not recommended for survey control.
 JW0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0770.See file dsdata.txt to determine how the superseded data were derived.
 JW0770
 JW0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD368445(NAD 83)
 JW0770_MARKER: R = RIVET
 JW0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0770_SP_SET: PIER
 JW0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0770
 JW0770  HISTORY     - Date     Condition        Report By
 JW0770  HISTORY     - UNK      MONUMENTED       WMRR
 JW0770  HISTORY     - 1935     GOOD             NGS
 JW0770
 JW0770                          STATION DESCRIPTION
 JW0770
 JW0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0770'AT DOBBIN.
 JW0770'AT DOBBIN, GRANT COUNTY, ON THE WESTERN MARYLAND RAILWAY, 150
 JW0770'FEET NORTHEAST OF THE STATION SIGN, AT A WATER TOWER, IN THE TOP
 JW0770'OF THE SOUTHWEST CONCRETE PIER, AND 18 FEET SOUTHEAST OF THE
 JW0770'CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0076 ***********************************************************************
 GY0076  DESIGNATION -  RV 170
 GY0076  PID         -  GY0076
 GY0076  STATE/COUNTY-  WV/MINGO
 GY0076  USGS QUAD   -  WILLIAMSON (1992)
 GY0076
 GY0076                         *CURRENT SURVEY CONTROL
 GY0076  ___________________________________________________________________
 GY0076* NAD 83(1986)-  37 42 21.     (N)    082 17 59.     (W)     SCALED    
 GY0076* NAVD 88     -       200.215  (meters)     656.87   (feet)  ADJUSTED  
 GY0076  ___________________________________________________________________
 GY0076  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GY0076  DYNAMIC HT  -         200.067 (meters)     656.39  (feet)  COMP
 GY0076  MODELED GRAV-     979,888.4   (mgal)                       NAVD 88
 GY0076
 GY0076  VERT ORDER  -  SECOND    CLASS 0
 GY0076
 GY0076.The horizontal coordinates were scaled from a topographic map and have
 GY0076.an estimated accuracy of +/- 6 seconds.
 GY0076
 GY0076.The orthometric height was determined by differential leveling
 GY0076.and adjusted by the National Geodetic Survey in June 1991..
 GY0076
 GY0076.The geoid height was determined by GEOID03.
 GY0076
 GY0076.The dynamic height is computed by dividing the NAVD 88
 GY0076.geopotential number by the normal gravity value computed on the
 GY0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0076.degrees latitude (g = 980.6199 gals.).
 GY0076
 GY0076.The modeled gravity was interpolated from observed gravity values.
 GY0076
 GY0076;                    North         East    Units  Estimated Accuracy
 GY0076;SPC WV S     -    79,140.      485,400.      MT  (+/- 180 meters Scaled)
 GY0076
 GY0076                          SUPERSEDED SURVEY CONTROL
 GY0076
 GY0076  NGVD 29 (??/??/92)  200.442  (m)          657.62   (f) ADJ UNCH    2 0
 GY0076
 GY0076.Superseded values are not recommended for survey control.
 GY0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0076.See file dsdata.txt to determine how the superseded data were derived.
 GY0076
 GY0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB854739(NAD 83)
 GY0076_MARKER: R = RIVET
 GY0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0076_SP_SET: WALL
 GY0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0076
 GY0076  HISTORY     - Date     Condition        Report By
 GY0076  HISTORY     - UNK      MONUMENTED       NWRR
 GY0076  HISTORY     - 1935     GOOD             NGS
 GY0076
 GY0076                          STATION DESCRIPTION
 GY0076
 GY0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0076'0.6 MI NW FROM CHATTAROY.
 GY0076'0.6 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0076'STATION AT CHATTAROY, MINGO COUNTY, 0.3 MILE SOUTHEAST OF MILEPOST
 GY0076'N 475, 7-1/2 RAILS SOUTH OF SEMAPHORE 474.7, 2 FEET NORTH OF THE
 GY0076'CENTERLINE OF A 20-INCH DRAINPIPE UNDER THE TRACK, 35 FEET WEST
 GY0076'OF THE CENTERLINE OF U.S. HIGHWAY 52, 13 FEET EAST OF THE EAST RAIL,
 GY0076'IN THE TOP OF A STONE RETAINING WALL, 20 YARDS NORTH OF THE SOUTH
 GY0076'END, 3 INCHES FROM THE WEST EDGE OF THE WALL, AND ABOUT 16 INCHES
 GY0076'ABOVE THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0077 ***********************************************************************
 GY0077  DESIGNATION -  RV 171
 GY0077  PID         -  GY0077
 GY0077  STATE/COUNTY-  WV/MINGO
 GY0077  USGS QUAD   -  WILLIAMSON (1992)
 GY0077
 GY0077                         *CURRENT SURVEY CONTROL
 GY0077  ___________________________________________________________________
 GY0077* NAD 83(1986)-  37 41 58.     (N)    082 17 46.     (W)     SCALED    
 GY0077* NAVD 88     -       198.362  (meters)     650.79   (feet)  ADJUSTED  
 GY0077  ___________________________________________________________________
 GY0077  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GY0077  DYNAMIC HT  -         198.215 (meters)     650.31  (feet)  COMP
 GY0077  MODELED GRAV-     979,887.8   (mgal)                       NAVD 88
 GY0077
 GY0077  VERT ORDER  -  SECOND    CLASS 0
 GY0077
 GY0077.The horizontal coordinates were scaled from a topographic map and have
 GY0077.an estimated accuracy of +/- 6 seconds.
 GY0077
 GY0077.The orthometric height was determined by differential leveling
 GY0077.and adjusted by the National Geodetic Survey in June 1991..
 GY0077
 GY0077.The geoid height was determined by GEOID03.
 GY0077
 GY0077.The dynamic height is computed by dividing the NAVD 88
 GY0077.geopotential number by the normal gravity value computed on the
 GY0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0077.degrees latitude (g = 980.6199 gals.).
 GY0077
 GY0077.The modeled gravity was interpolated from observed gravity values.
 GY0077
 GY0077;                    North         East    Units  Estimated Accuracy
 GY0077;SPC WV S     -    78,430.      485,700.      MT  (+/- 180 meters Scaled)
 GY0077
 GY0077                          SUPERSEDED SURVEY CONTROL
 GY0077
 GY0077  NGVD 29 (??/??/92)  198.590  (m)          651.54   (f) ADJ UNCH    2 0
 GY0077
 GY0077.Superseded values are not recommended for survey control.
 GY0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0077.See file dsdata.txt to determine how the superseded data were derived.
 GY0077
 GY0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB857732(NAD 83)
 GY0077_MARKER: R = RIVET
 GY0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0077_SP_SET: BRIDGE
 GY0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0077
 GY0077  HISTORY     - Date     Condition        Report By
 GY0077  HISTORY     - UNK      MONUMENTED       NWRR
 GY0077  HISTORY     - 1935     GOOD             NGS
 GY0077
 GY0077                          STATION DESCRIPTION
 GY0077
 GY0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0077'AT CHATTAROY.
 GY0077'AT CHATTAROY, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GY0077'ABOUT 100 YARDS SOUTH OF THE STATION, 6 RAILS NORTH ACROSS THE TRACK
 GY0077'FROM MILEPOST N 474, 32 FEET WEST OF THE WEST RAIL, 12 FEET EAST OF
 GY0077'THE CENTERLINE OF U.S. HIGHWAY 52, AT A THREE-SPAN CONCRETE HIGHWAY
 GY0077'BRIDGE OVER BUFFALO CREEK, AT THE CENTER OF THE MIDDLE SPAN, IN
 GY0077'THE TOP OF THE RAILING, AND 3.5 FEET ABOVE THE HIGHWAY.  A
 GY0077'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0079 ***********************************************************************
 GY0079  DESIGNATION -  RV 172
 GY0079  PID         -  GY0079
 GY0079  STATE/COUNTY-  WV/MINGO
 GY0079  USGS QUAD   -  WILLIAMSON (1992)
 GY0079
 GY0079                         *CURRENT SURVEY CONTROL
 GY0079  ___________________________________________________________________
 GY0079* NAD 83(1986)-  37 41 34.     (N)    082 18 04.     (W)     SCALED    
 GY0079* NAVD 88     -       199.380  (meters)     654.13   (feet)  ADJUSTED  
 GY0079  ___________________________________________________________________
 GY0079  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GY0079  DYNAMIC HT  -         199.232 (meters)     653.65  (feet)  COMP
 GY0079  MODELED GRAV-     979,887.2   (mgal)                       NAVD 88
 GY0079
 GY0079  VERT ORDER  -  SECOND    CLASS 0
 GY0079
 GY0079.The horizontal coordinates were scaled from a topographic map and have
 GY0079.an estimated accuracy of +/- 6 seconds.
 GY0079
 GY0079.The orthometric height was determined by differential leveling
 GY0079.and adjusted by the National Geodetic Survey in June 1991..
 GY0079
 GY0079.The geoid height was determined by GEOID03.
 GY0079
 GY0079.The dynamic height is computed by dividing the NAVD 88
 GY0079.geopotential number by the normal gravity value computed on the
 GY0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0079.degrees latitude (g = 980.6199 gals.).
 GY0079
 GY0079.The modeled gravity was interpolated from observed gravity values.
 GY0079
 GY0079;                    North         East    Units  Estimated Accuracy
 GY0079;SPC WV S     -    77,700.      485,250.      MT  (+/- 180 meters Scaled)
 GY0079
 GY0079                          SUPERSEDED SURVEY CONTROL
 GY0079
 GY0079  NGVD 29 (??/??/92)  199.609  (m)          654.88   (f) ADJ UNCH    2 0
 GY0079
 GY0079.Superseded values are not recommended for survey control.
 GY0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0079.See file dsdata.txt to determine how the superseded data were derived.
 GY0079
 GY0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB852725(NAD 83)
 GY0079_MARKER: R = RIVET
 GY0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0079_SP_SET: WALL
 GY0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0079
 GY0079  HISTORY     - Date     Condition        Report By
 GY0079  HISTORY     - UNK      MONUMENTED       NWRR
 GY0079  HISTORY     - 1935     GOOD             NGS
 GY0079  HISTORY     - 1953     MARK NOT FOUND   NGS
 GY0079
 GY0079                          STATION DESCRIPTION
 GY0079
 GY0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0079'3.2 MI NW FROM WILLIAMSON.
 GY0079'3.2 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0079'STATION AT WILLIAMSON, MINGO COUNTY, 0.6 MILE SOUTH OF THE STATION
 GY0079'AT CHATTAROY, 0.4 MILE NORTHWEST OF MILEPOST N 473, 45 FEET WEST OF
 GY0079'THE WEST RAIL, AT THE SOUTH END OF A STONE RETAINING WALL ON U.S.
 GY0079'HIGHWAY 52, 16 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN
 GY0079'THE TOP OF A SANDSTONE CAP, AND ABOUT 4 FEET ABOVE THE HIGHWAY.
 GY0079'A STANDARD MONEL-METAL RIVET.
 GY0079
 GY0079                          STATION RECOVERY (1953)
 GY0079
 GY0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GY0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0080 ***********************************************************************
 GY0080  DESIGNATION -  RV 173
 GY0080  PID         -  GY0080
 GY0080  STATE/COUNTY-  WV/MINGO
 GY0080  USGS QUAD   -  WILLIAMSON (1992)
 GY0080
 GY0080                         *CURRENT SURVEY CONTROL
 GY0080  ___________________________________________________________________
 GY0080* NAD 83(1986)-  37 41 16.     (N)    082 17 44.     (W)     SCALED    
 GY0080* NAVD 88     -       201.873  (meters)     662.31   (feet)  ADJUSTED  
 GY0080  ___________________________________________________________________
 GY0080  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GY0080  DYNAMIC HT  -         201.724 (meters)     661.82  (feet)  COMP
 GY0080  MODELED GRAV-     979,886.6   (mgal)                       NAVD 88
 GY0080
 GY0080  VERT ORDER  -  SECOND    CLASS 0
 GY0080
 GY0080.The horizontal coordinates were scaled from a topographic map and have
 GY0080.an estimated accuracy of +/- 6 seconds.
 GY0080
 GY0080.The orthometric height was determined by differential leveling
 GY0080.and adjusted by the National Geodetic Survey in June 1991..
 GY0080
 GY0080.The geoid height was determined by GEOID03.
 GY0080
 GY0080.The dynamic height is computed by dividing the NAVD 88
 GY0080.geopotential number by the normal gravity value computed on the
 GY0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0080.degrees latitude (g = 980.6199 gals.).
 GY0080
 GY0080.The modeled gravity was interpolated from observed gravity values.
 GY0080
 GY0080;                    North         East    Units  Estimated Accuracy
 GY0080;SPC WV S     -    77,130.      485,740.      MT  (+/- 180 meters Scaled)
 GY0080
 GY0080                          SUPERSEDED SURVEY CONTROL
 GY0080
 GY0080  NGVD 29 (??/??/92)  202.103  (m)          663.07   (f) ADJ UNCH    2 0
 GY0080
 GY0080.Superseded values are not recommended for survey control.
 GY0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0080.See file dsdata.txt to determine how the superseded data were derived.
 GY0080
 GY0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB857719(NAD 83)
 GY0080_MARKER: R = RIVET
 GY0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0080_SP_SET: MILEPOST
 GY0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0080
 GY0080  HISTORY     - Date     Condition        Report By
 GY0080  HISTORY     - UNK      MONUMENTED       NWRR
 GY0080  HISTORY     - 1935     GOOD             NGS
 GY0080
 GY0080                          STATION DESCRIPTION
 GY0080
 GY0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0080'2.7 MI NW FROM WILLIAMSON.
 GY0080'2.7 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0080'FROM THE STATION AT WILLIAMSON, MINGO COUNTY, 0.5 MILE NORTH OF
 GY0080'THE NORTHWEST END OF A TUNNEL, 4 RAILS NORTH OF SEMAPHORE 472.3,
 GY0080'IN THE TOP OF MILEPOST N 473, 10.3 FEET EAST OF THE EAST RAIL,
 GY0080'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE RAIL.  A STANDARD
 GY0080'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0081 ***********************************************************************
 GY0081  DESIGNATION -  RV 174
 GY0081  PID         -  GY0081
 GY0081  STATE/COUNTY-  WV/MINGO
 GY0081  USGS QUAD   -  WILLIAMSON (1992)
 GY0081
 GY0081                         *CURRENT SURVEY CONTROL
 GY0081  ___________________________________________________________________
 GY0081* NAD 83(1986)-  37 40 51.     (N)    082 17 49.     (W)     SCALED    
 GY0081* NAVD 88     -       200.993  (meters)     659.42   (feet)  ADJUSTED  
 GY0081  ___________________________________________________________________
 GY0081  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GY0081  DYNAMIC HT  -         200.844 (meters)     658.94  (feet)  COMP
 GY0081  MODELED GRAV-     979,885.8   (mgal)                       NAVD 88
 GY0081
 GY0081  VERT ORDER  -  SECOND    CLASS 0
 GY0081
 GY0081.The horizontal coordinates were scaled from a topographic map and have
 GY0081.an estimated accuracy of +/- 6 seconds.
 GY0081
 GY0081.The orthometric height was determined by differential leveling
 GY0081.and adjusted by the National Geodetic Survey in June 1991..
 GY0081
 GY0081.The geoid height was determined by GEOID03.
 GY0081
 GY0081.The dynamic height is computed by dividing the NAVD 88
 GY0081.geopotential number by the normal gravity value computed on the
 GY0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0081.degrees latitude (g = 980.6199 gals.).
 GY0081
 GY0081.The modeled gravity was interpolated from observed gravity values.
 GY0081
 GY0081;                    North         East    Units  Estimated Accuracy
 GY0081;SPC WV S     -    76,370.      485,600.      MT  (+/- 180 meters Scaled)
 GY0081
 GY0081                          SUPERSEDED SURVEY CONTROL
 GY0081
 GY0081  NGVD 29 (??/??/92)  201.223  (m)          660.18   (f) ADJ UNCH    2 0
 GY0081
 GY0081.Superseded values are not recommended for survey control.
 GY0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0081.See file dsdata.txt to determine how the superseded data were derived.
 GY0081
 GY0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB856711(NAD 83)
 GY0081_MARKER: R = RIVET
 GY0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0081_SP_SET: TUNNEL
 GY0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0081
 GY0081  HISTORY     - Date     Condition        Report By
 GY0081  HISTORY     - UNK      MONUMENTED       NWRR
 GY0081  HISTORY     - 1935     GOOD             NGS
 GY0081
 GY0081                          STATION DESCRIPTION
 GY0081
 GY0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0081'2.2 MI NW FROM WILLIAMSON.
 GY0081'2.2 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0081'THE STATION AT WILLIAMSON, MINGO COUNTY, 15 YARDS SOUTH ACROSS
 GY0081'THE TRACK FROM MILEPOST N 472, AT THE NORTHWEST END OF A TUNNEL,
 GY0081'IN THE BOTTOM STONE OF THE TUNNEL WALL, 1 FOOT SOUTHWEST OF THE
 GY0081'NORTH INSIDE CORNER, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 GY0081'ABOUT 6 INCHES BELOW THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL
 GY0081'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0082 ***********************************************************************
 GY0082  DESIGNATION -  RV 175
 GY0082  PID         -  GY0082
 GY0082  STATE/COUNTY-  WV/MINGO
 GY0082  USGS QUAD   -  WILLIAMSON (1992)
 GY0082
 GY0082                         *CURRENT SURVEY CONTROL
 GY0082  ___________________________________________________________________
 GY0082* NAD 83(1986)-  37 40 47.     (N)    082 17 45.     (W)     SCALED    
 GY0082* NAVD 88     -       200.538  (meters)     657.93   (feet)  ADJUSTED  
 GY0082  ___________________________________________________________________
 GY0082  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GY0082  DYNAMIC HT  -         200.390 (meters)     657.45  (feet)  COMP
 GY0082  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 GY0082
 GY0082  VERT ORDER  -  SECOND    CLASS 0
 GY0082
 GY0082.The horizontal coordinates were scaled from a topographic map and have
 GY0082.an estimated accuracy of +/- 6 seconds.
 GY0082
 GY0082.The orthometric height was determined by differential leveling
 GY0082.and adjusted by the National Geodetic Survey in June 1991..
 GY0082
 GY0082.The geoid height was determined by GEOID03.
 GY0082
 GY0082.The dynamic height is computed by dividing the NAVD 88
 GY0082.geopotential number by the normal gravity value computed on the
 GY0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0082.degrees latitude (g = 980.6199 gals.).
 GY0082
 GY0082.The modeled gravity was interpolated from observed gravity values.
 GY0082
 GY0082;                    North         East    Units  Estimated Accuracy
 GY0082;SPC WV S     -    76,240.      485,700.      MT  (+/- 180 meters Scaled)
 GY0082
 GY0082                          SUPERSEDED SURVEY CONTROL
 GY0082
 GY0082  NGVD 29 (??/??/92)  200.769  (m)          658.69   (f) ADJ UNCH    2 0
 GY0082
 GY0082.Superseded values are not recommended for survey control.
 GY0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0082.See file dsdata.txt to determine how the superseded data were derived.
 GY0082
 GY0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB857710(NAD 83)
 GY0082_MARKER: R = RIVET
 GY0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0082_SP_SET: CURB
 GY0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0082
 GY0082  HISTORY     - Date     Condition        Report By
 GY0082  HISTORY     - UNK      MONUMENTED       NWRR
 GY0082  HISTORY     - 1935     GOOD             NGS
 GY0082
 GY0082                          STATION DESCRIPTION
 GY0082
 GY0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0082'2.1 MI NW FROM WILLIAMSON.
 GY0082'2.1 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0082'THE STATION AT WILLIAMSON, MINGO COUNTY, AT A U.S. HIGHWAY 52
 GY0082'OVERPASS, 5 RAILS NORTH OF THE OLD U.S. HIGHWAY 52 CROSSING,
 GY0082'11.3 FEET WEST OF THE WEST RAIL, AT THE SOUTH END OF TUNNEL 1,
 GY0082'IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT CURB, AND 1
 GY0082'FOOT SOUTH OF THE SOUTH WALL OF THE TUNNEL.  A STANDARD MONEL-METAL
 GY0082'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0084 ***********************************************************************
 GY0084  DESIGNATION -  RV 176
 GY0084  PID         -  GY0084
 GY0084  STATE/COUNTY-  WV/MINGO
 GY0084  USGS QUAD   -  WILLIAMSON (1992)
 GY0084
 GY0084                         *CURRENT SURVEY CONTROL
 GY0084  ___________________________________________________________________
 GY0084* NAD 83(1986)-  37 40 18.     (N)    082 17 33.     (W)     SCALED    
 GY0084* NAVD 88     -       202.750  (meters)     665.19   (feet)  ADJUSTED  
 GY0084  ___________________________________________________________________
 GY0084  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GY0084  DYNAMIC HT  -         202.599 (meters)     664.69  (feet)  COMP
 GY0084  MODELED GRAV-     979,884.5   (mgal)                       NAVD 88
 GY0084
 GY0084  VERT ORDER  -  SECOND    CLASS 0
 GY0084
 GY0084.The horizontal coordinates were scaled from a topographic map and have
 GY0084.an estimated accuracy of +/- 6 seconds.
 GY0084
 GY0084.The orthometric height was determined by differential leveling
 GY0084.and adjusted by the National Geodetic Survey in June 1991..
 GY0084
 GY0084.The geoid height was determined by GEOID03.
 GY0084
 GY0084.The dynamic height is computed by dividing the NAVD 88
 GY0084.geopotential number by the normal gravity value computed on the
 GY0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0084.degrees latitude (g = 980.6199 gals.).
 GY0084
 GY0084.The modeled gravity was interpolated from observed gravity values.
 GY0084
 GY0084;                    North         East    Units  Estimated Accuracy
 GY0084;SPC WV S     -    75,340.      485,980.      MT  (+/- 180 meters Scaled)
 GY0084
 GY0084                          SUPERSEDED SURVEY CONTROL
 GY0084
 GY0084  NGVD 29 (??/??/92)  202.980  (m)          665.94   (f) ADJ UNCH    2 0
 GY0084
 GY0084.Superseded values are not recommended for survey control.
 GY0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0084.See file dsdata.txt to determine how the superseded data were derived.
 GY0084
 GY0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB860701(NAD 83)
 GY0084_MARKER: R = RIVET
 GY0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0084_SP_SET: MILEPOST
 GY0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0084
 GY0084  HISTORY     - Date     Condition        Report By
 GY0084  HISTORY     - UNK      MONUMENTED       NWRR
 GY0084  HISTORY     - 1935     GOOD             NGS
 GY0084
 GY0084                          STATION DESCRIPTION
 GY0084
 GY0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0084'1.5 MI NW FROM WILLIAMSON.
 GY0084'1.5 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0084'THE STATION AT WILLIAMSON, MINGO COUNTY, 15 FEET EAST OF THE
 GY0084'EAST RAIL, AND IN THE TOP OF MILEPOST N 471.  A STANDARD
 GY0084'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0085 ***********************************************************************
 GY0085  DESIGNATION -  RV 177
 GY0085  PID         -  GY0085
 GY0085  STATE/COUNTY-  WV/MINGO
 GY0085  USGS QUAD   -  WILLIAMSON (1992)
 GY0085
 GY0085                         *CURRENT SURVEY CONTROL
 GY0085  ___________________________________________________________________
 GY0085* NAD 83(1986)-  37 40 35.     (N)    082 17 03.     (W)     SCALED    
 GY0085* NAVD 88     -       203.065  (meters)     666.22   (feet)  ADJUSTED  
 GY0085  ___________________________________________________________________
 GY0085  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GY0085  DYNAMIC HT  -         202.915 (meters)     665.73  (feet)  COMP
 GY0085  MODELED GRAV-     979,885.0   (mgal)                       NAVD 88
 GY0085
 GY0085  VERT ORDER  -  SECOND    CLASS 0
 GY0085
 GY0085.The horizontal coordinates were scaled from a topographic map and have
 GY0085.an estimated accuracy of +/- 6 seconds.
 GY0085
 GY0085.The orthometric height was determined by differential leveling
 GY0085.and adjusted by the National Geodetic Survey in June 1991..
 GY0085
 GY0085.The geoid height was determined by GEOID03.
 GY0085
 GY0085.The dynamic height is computed by dividing the NAVD 88
 GY0085.geopotential number by the normal gravity value computed on the
 GY0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0085.degrees latitude (g = 980.6199 gals.).
 GY0085
 GY0085.The modeled gravity was interpolated from observed gravity values.
 GY0085
 GY0085;                    North         East    Units  Estimated Accuracy
 GY0085;SPC WV S     -    75,860.      486,720.      MT  (+/- 180 meters Scaled)
 GY0085
 GY0085                          SUPERSEDED SURVEY CONTROL
 GY0085
 GY0085  NGVD 29 (??/??/92)  203.297  (m)          666.98   (f) ADJ UNCH    2 0
 GY0085
 GY0085.Superseded values are not recommended for survey control.
 GY0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0085.See file dsdata.txt to determine how the superseded data were derived.
 GY0085
 GY0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB867706(NAD 83)
 GY0085_MARKER: R = RIVET
 GY0085_SETTING: 66 = SET IN ROCK OUTCROP
 GY0085_SP_SET: SANDSTONE LEDGE
 GY0085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0085+STABILITY: POSITION/ELEVATION WELL
 GY0085
 GY0085  HISTORY     - Date     Condition        Report By
 GY0085  HISTORY     - UNK      MONUMENTED       NWRR
 GY0085  HISTORY     - 1935     GOOD             NGS
 GY0085  HISTORY     - 1953     MARK NOT FOUND   NGS
 GY0085
 GY0085                          STATION DESCRIPTION
 GY0085
 GY0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0085'0.6 MI W FROM WILLIAMSON.
 GY0085'0.6 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0085'STATION AT WILLIAMSON, MINGO COUNTY, 4-1/2 RAILS NORTH OF SEMAPHORE
 GY0085'470.4, 15 FEET NORTH OF A PIPE CULVERT, 10 FEET WEST OF THE
 GY0085'WEST RAIL, IN THE TOP OF A SANDSTONE LEDGE, AND 1.5 FEET
 GY0085'ABOVE THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 GY0085
 GY0085                          STATION RECOVERY (1953)
 GY0085
 GY0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GY0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0087 ***********************************************************************
 GY0087  DESIGNATION -  RV 179
 GY0087  PID         -  GY0087
 GY0087  STATE/COUNTY-  WV/MINGO
 GY0087  USGS QUAD   -  WILLIAMSON (1992)
 GY0087
 GY0087                         *CURRENT SURVEY CONTROL
 GY0087  ___________________________________________________________________
 GY0087* NAD 83(1986)-  37 40 23.     (N)    082 16 36.     (W)     SCALED    
 GY0087* NAVD 88     -       201.325  (meters)     660.51   (feet)  ADJUSTED  
 GY0087  ___________________________________________________________________
 GY0087  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GY0087  DYNAMIC HT  -         201.176 (meters)     660.02  (feet)  COMP
 GY0087  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 GY0087
 GY0087  VERT ORDER  -  SECOND    CLASS 0
 GY0087
 GY0087.The horizontal coordinates were scaled from a topographic map and have
 GY0087.an estimated accuracy of +/- 6 seconds.
 GY0087
 GY0087.The orthometric height was determined by differential leveling
 GY0087.and adjusted by the National Geodetic Survey in June 1991..
 GY0087
 GY0087.The geoid height was determined by GEOID03.
 GY0087
 GY0087.The dynamic height is computed by dividing the NAVD 88
 GY0087.geopotential number by the normal gravity value computed on the
 GY0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0087.degrees latitude (g = 980.6199 gals.).
 GY0087
 GY0087.The modeled gravity was interpolated from observed gravity values.
 GY0087
 GY0087;                    North         East    Units  Estimated Accuracy
 GY0087;SPC WV S     -    75,480.      487,380.      MT  (+/- 180 meters Scaled)
 GY0087
 GY0087                          SUPERSEDED SURVEY CONTROL
 GY0087
 GY0087  NGVD 29 (??/??/92)  201.557  (m)          661.27   (f) ADJ UNCH    2 0
 GY0087
 GY0087.Superseded values are not recommended for survey control.
 GY0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0087.See file dsdata.txt to determine how the superseded data were derived.
 GY0087
 GY0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB874703(NAD 83)
 GY0087_MARKER: R = RIVET
 GY0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0087_SP_SET: ABUTMENT
 GY0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0087
 GY0087  HISTORY     - Date     Condition        Report By
 GY0087  HISTORY     - UNK      MONUMENTED       NWRR
 GY0087  HISTORY     - 1952     GOOD             NGS
 GY0087
 GY0087                          STATION DESCRIPTION
 GY0087
 GY0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY0087'AT WILLIAMSON.
 GY0087'AT WILLIAMSON, ON THE NORFOLK AND WESTERN RAILWAY, 14 RAILS
 GY0087'NORTHWEST OF THE STATION, AT BRIDGE 932 OVER HARVEY STREET, IN
 GY0087'THE TOP OF THE NORTHWEST ABUTMENT, 14 FEET NORTHWEST OF THE
 GY0087'CENTERLINE OF HARVEY STREET, 11.8 FEET NORTHEAST OF THE NORTHEAST
 GY0087'RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1914 ***********************************************************************
 HW1914  DESIGNATION -  RV 18
 HW1914  PID         -  HW1914
 HW1914  STATE/COUNTY-  WV/RANDOLPH
 HW1914  USGS QUAD   -  GLADY (1995)
 HW1914
 HW1914                         *CURRENT SURVEY CONTROL
 HW1914  ___________________________________________________________________
 HW1914* NAD 83(1986)-  38 50 29.     (N)    079 43 55.     (W)     SCALED    
 HW1914* NAVD 88     -       743.666  (meters)    2439.84   (feet)  ADJUSTED  
 HW1914  ___________________________________________________________________
 HW1914  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HW1914  DYNAMIC HT  -         743.081 (meters)    2437.92  (feet)  COMP
 HW1914  MODELED GRAV-     979,817.7   (mgal)                       NAVD 88
 HW1914
 HW1914  VERT ORDER  -  FIRST     CLASS II
 HW1914
 HW1914.The horizontal coordinates were scaled from a topographic map and have
 HW1914.an estimated accuracy of +/- 6 seconds.
 HW1914
 HW1914.The orthometric height was determined by differential leveling
 HW1914.and adjusted by the National Geodetic Survey in June 1991..
 HW1914
 HW1914.The geoid height was determined by GEOID03.
 HW1914
 HW1914.The dynamic height is computed by dividing the NAVD 88
 HW1914.geopotential number by the normal gravity value computed on the
 HW1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1914.degrees latitude (g = 980.6199 gals.).
 HW1914
 HW1914.The modeled gravity was interpolated from observed gravity values.
 HW1914
 HW1914;                    North         East    Units  Estimated Accuracy
 HW1914;SPC WV S     -   205,130.      710,090.      MT  (+/- 180 meters Scaled)
 HW1914
 HW1914                          SUPERSEDED SURVEY CONTROL
 HW1914
 HW1914  NGVD 29 (??/??/92)  743.772  (m)         2440.19   (f) ADJ UNCH    1 2
 HW1914
 HW1914.Superseded values are not recommended for survey control.
 HW1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1914.See file dsdata.txt to determine how the superseded data were derived.
 HW1914
 HW1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC100999(NAD 83)
 HW1914_MARKER: R = RIVET
 HW1914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1914_SP_SET: BRIDGE
 HW1914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1914
 HW1914  HISTORY     - Date     Condition        Report By
 HW1914  HISTORY     - UNK      MONUMENTED       WMRR
 HW1914  HISTORY     - 1933     GOOD             NGS
 HW1914  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1914  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1914
 HW1914                          STATION DESCRIPTION
 HW1914
 HW1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1914'0.9 MI S FROM FLINT.
 HW1914'0.9 MILE SOUTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE STATION
 HW1914'AT FLINT, RANDOLPH COUNTY, 0.6 MILE NORTH OF MILEPOST E 17, AT A
 HW1914'BRIDGE OVER A BROOK, IN THE TOP OF THE WEST RETAINING WALL OF THE
 HW1914'SOUTH ABUTMENT, 4 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND
 HW1914'ABOUT LEVEL WITH THE TRACK.  A STANDARD MONEL-METAL RIVET.
 HW1914
 HW1914                          STATION RECOVERY (1983)
 HW1914
 HW1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1914'MARK NOT FOUND.
 HW1914
 HW1914                          STATION RECOVERY (1983)
 HW1914
 HW1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0771 ***********************************************************************
 JW0771  DESIGNATION -  RV 18
 JW0771  PID         -  JW0771
 JW0771  STATE/COUNTY-  WV/GRANT
 JW0771  USGS QUAD   -  DAVIS (1995)
 JW0771
 JW0771                         *CURRENT SURVEY CONTROL
 JW0771  ___________________________________________________________________
 JW0771* NAD 83(1986)-  39 13 30.     (N)    079 25 32.     (W)     SCALED    
 JW0771* NAVD 88     -       806.384  (meters)    2645.61   (feet)  ADJUSTED  
 JW0771  ___________________________________________________________________
 JW0771  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JW0771  DYNAMIC HT  -         805.806 (meters)    2643.72  (feet)  COMP
 JW0771  MODELED GRAV-     979,883.1   (mgal)                       NAVD 88
 JW0771
 JW0771  VERT ORDER  -  SECOND    CLASS 0
 JW0771
 JW0771.The horizontal coordinates were scaled from a topographic map and have
 JW0771.an estimated accuracy of +/- 6 seconds.
 JW0771
 JW0771.The orthometric height was determined by differential leveling
 JW0771.and adjusted by the National Geodetic Survey in June 1991..
 JW0771
 JW0771.The geoid height was determined by GEOID03.
 JW0771
 JW0771.The dynamic height is computed by dividing the NAVD 88
 JW0771.geopotential number by the normal gravity value computed on the
 JW0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0771.degrees latitude (g = 980.6199 gals.).
 JW0771
 JW0771.The modeled gravity was interpolated from observed gravity values.
 JW0771
 JW0771;                    North         East    Units  Estimated Accuracy
 JW0771;SPC WV N     -    80,490.      606,430.      MT  (+/- 180 meters Scaled)
 JW0771
 JW0771                          SUPERSEDED SURVEY CONTROL
 JW0771
 JW0771  NGVD 29 (??/??/92)  806.495  (m)         2645.98   (f) ADJ UNCH    2 0
 JW0771
 JW0771.Superseded values are not recommended for survey control.
 JW0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0771.See file dsdata.txt to determine how the superseded data were derived.
 JW0771
 JW0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD359429(NAD 83)
 JW0771_MARKER: R = RIVET
 JW0771_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0771_SP_SET: BRIDGE
 JW0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0771
 JW0771  HISTORY     - Date     Condition        Report By
 JW0771  HISTORY     - UNK      MONUMENTED       WMRR
 JW0771  HISTORY     - 1935     GOOD             NGS
 JW0771
 JW0771                          STATION DESCRIPTION
 JW0771
 JW0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0771'AT HENRY.
 JW0771'AT HENRY, GRANT COUNTY, ON THE WESTERN MARYLAND RAILWAY, 300 FEET
 JW0771'SOUTH OF THE STATION, AT A BRIDGE OVER ELK RUN, IN THE TOP OF THE
 JW0771'NORTHWEST WINGWALL OF THE WEST ABUTMENT, AND 18 FEET WEST OF THE
 JW0771'CENTERLINE OF THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0092 ***********************************************************************
 GY0092  DESIGNATION -  RV 180
 GY0092  PID         -  GY0092
 GY0092  STATE/COUNTY-  WV/MINGO
 GY0092  USGS QUAD   -  WILLIAMSON (1992)
 GY0092
 GY0092                         *CURRENT SURVEY CONTROL
 GY0092  ___________________________________________________________________
 GY0092* NAD 83(1986)-  37 40 15.     (N)    082 16 32.     (W)     SCALED    
 GY0092* NAVD 88     -       201.354  (meters)     660.61   (feet)  ADJUSTED  
 GY0092  ___________________________________________________________________
 GY0092  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GY0092  DYNAMIC HT  -         201.204 (meters)     660.12  (feet)  COMP
 GY0092  MODELED GRAV-     979,884.0   (mgal)                       NAVD 88
 GY0092
 GY0092  VERT ORDER  -  SECOND    CLASS 0
 GY0092
 GY0092.The horizontal coordinates were scaled from a topographic map and have
 GY0092.an estimated accuracy of +/- 6 seconds.
 GY0092
 GY0092.The orthometric height was determined by differential leveling
 GY0092.and adjusted by the National Geodetic Survey in June 1991..
 GY0092.WARNING-Repeat measurements at this control monument indicate possible
 GY0092.vertical movement.
 GY0092
 GY0092.The geoid height was determined by GEOID03.
 GY0092
 GY0092.The dynamic height is computed by dividing the NAVD 88
 GY0092.geopotential number by the normal gravity value computed on the
 GY0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0092.degrees latitude (g = 980.6199 gals.).
 GY0092
 GY0092.The modeled gravity was interpolated from observed gravity values.
 GY0092
 GY0092;                    North         East    Units  Estimated Accuracy
 GY0092;SPC WV S     -    75,230.      487,470.      MT  (+/- 180 meters Scaled)
 GY0092
 GY0092                          SUPERSEDED SURVEY CONTROL
 GY0092
 GY0092  NGVD 29 (??/??/92)  201.586  (m)          661.37   (f) ADJ UNCH    2 0
 GY0092
 GY0092.Superseded values are not recommended for survey control.
 GY0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0092.See file dsdata.txt to determine how the superseded data were derived.
 GY0092
 GY0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB875700(NAD 83)
 GY0092_MARKER: R = RIVET
 GY0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0092_SP_SET: BRIDGE
 GY0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0092
 GY0092  HISTORY     - Date     Condition        Report By
 GY0092  HISTORY     - UNK      MONUMENTED       NWRR
 GY0092  HISTORY     - 1952     GOOD             NGS
 GY0092  HISTORY     - 1982     GOOD             NGS
 GY0092
 GY0092                          STATION DESCRIPTION
 GY0092
 GY0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY0092'AT WILLIAMSON.
 GY0092'AT WILLIAMSON, ON THE NORFOLK AND WESTERN RAILWAY, 17 RAILS
 GY0092'SOUTH OF THE STATION, AT BRIDGE 931 OVER VINSON STREET, IN THE
 GY0092'TOP OF THE SOUTH ABUTMENT, 8 INCHES FROM THE CORNER, 16 FEET
 GY0092'EAST OF THE EAST RAIL, AND ABOUT 5 FEET BELOW THE LEVEL OF THE
 GY0092'RAIL.
 GY0092
 GY0092                          STATION RECOVERY (1982)
 GY0092
 GY0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GY0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0093 ***********************************************************************
 GY0093  DESIGNATION -  RV 181
 GY0093  PID         -  GY0093
 GY0093  STATE/COUNTY-  WV/MINGO
 GY0093  USGS QUAD   -  WILLIAMSON (1992)
 GY0093
 GY0093                         *CURRENT SURVEY CONTROL
 GY0093  ___________________________________________________________________
 GY0093* NAD 83(1986)-  37 39 52.     (N)    082 16 04.     (W)     SCALED    
 GY0093* NAVD 88     -       203.072  (meters)     666.25   (feet)  ADJUSTED  
 GY0093  ___________________________________________________________________
 GY0093  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GY0093  DYNAMIC HT  -         202.921 (meters)     665.75  (feet)  COMP
 GY0093  MODELED GRAV-     979,882.7   (mgal)                       NAVD 88
 GY0093
 GY0093  VERT ORDER  -  SECOND    CLASS 0
 GY0093
 GY0093.The horizontal coordinates were scaled from a topographic map and have
 GY0093.an estimated accuracy of +/- 6 seconds.
 GY0093
 GY0093.The orthometric height was determined by differential leveling
 GY0093.and adjusted by the National Geodetic Survey in June 1991..
 GY0093.WARNING-Repeat measurements at this control monument indicate possible
 GY0093.vertical movement.
 GY0093
 GY0093.The geoid height was determined by GEOID03.
 GY0093
 GY0093.The dynamic height is computed by dividing the NAVD 88
 GY0093.geopotential number by the normal gravity value computed on the
 GY0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0093.degrees latitude (g = 980.6199 gals.).
 GY0093
 GY0093.The modeled gravity was interpolated from observed gravity values.
 GY0093
 GY0093;                    North         East    Units  Estimated Accuracy
 GY0093;SPC WV S     -    74,510.      488,150.      MT  (+/- 180 meters Scaled)
 GY0093
 GY0093                          SUPERSEDED SURVEY CONTROL
 GY0093
 GY0093  NGVD 29 (??/??/92)  203.304  (m)          667.01   (f) ADJ UNCH    2 0
 GY0093
 GY0093.Superseded values are not recommended for survey control.
 GY0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0093.See file dsdata.txt to determine how the superseded data were derived.
 GY0093
 GY0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB881693(NAD 83)
 GY0093_MARKER: R = RIVET
 GY0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0093_SP_SET: CONCRETE
 GY0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0093
 GY0093  HISTORY     - Date     Condition        Report By
 GY0093  HISTORY     - UNK      MONUMENTED       NWRR
 GY0093  HISTORY     - 1952     GOOD             NGS
 GY0093
 GY0093                          STATION DESCRIPTION
 GY0093
 GY0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY0093'0.8 MI E FROM WILLIAMSON.
 GY0093'0.8 MILE EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0093'STATION AT WILLIAMSON, AT EAST WILLIAMSON, AT THE SOUTH END OF
 GY0093'HARTLEY STREET, IN THE TOP OF THE CONCRETE BASE OF THE WEST
 GY0093'PIER OF A FOOTBRIDGE OVER THE TRACK, 6 INCHES FROM THE CORNER,
 GY0093'5.2 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0094 ***********************************************************************
 GY0094  DESIGNATION -  RV 182
 GY0094  PID         -  GY0094
 GY0094  STATE/COUNTY-  WV/MINGO
 GY0094  USGS QUAD   -  WILLIAMSON (1992)
 GY0094
 GY0094                         *CURRENT SURVEY CONTROL
 GY0094  ___________________________________________________________________
 GY0094* NAD 83(1986)-  37 39 33.     (N)    082 15 31.     (W)     SCALED    
 GY0094* NAVD 88     -       204.707  (meters)     671.61   (feet)  ADJUSTED  
 GY0094  ___________________________________________________________________
 GY0094  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GY0094  DYNAMIC HT  -         204.554 (meters)     671.11  (feet)  COMP
 GY0094  MODELED GRAV-     979,881.5   (mgal)                       NAVD 88
 GY0094
 GY0094  VERT ORDER  -  SECOND    CLASS 0
 GY0094
 GY0094.The horizontal coordinates were scaled from a topographic map and have
 GY0094.an estimated accuracy of +/- 6 seconds.
 GY0094
 GY0094.The orthometric height was determined by differential leveling
 GY0094.and adjusted by the National Geodetic Survey in June 1991..
 GY0094
 GY0094.The geoid height was determined by GEOID03.
 GY0094
 GY0094.The dynamic height is computed by dividing the NAVD 88
 GY0094.geopotential number by the normal gravity value computed on the
 GY0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0094.degrees latitude (g = 980.6199 gals.).
 GY0094
 GY0094.The modeled gravity was interpolated from observed gravity values.
 GY0094
 GY0094;                    North         East    Units  Estimated Accuracy
 GY0094;SPC WV S     -    73,910.      488,950.      MT  (+/- 180 meters Scaled)
 GY0094
 GY0094                          SUPERSEDED SURVEY CONTROL
 GY0094
 GY0094  NGVD 29 (??/??/92)  204.940  (m)          672.37   (f) ADJ UNCH    2 0
 GY0094
 GY0094.Superseded values are not recommended for survey control.
 GY0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0094.See file dsdata.txt to determine how the superseded data were derived.
 GY0094
 GY0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB889687(NAD 83)
 GY0094_MARKER: R = RIVET
 GY0094_SETTING: 66 = SET IN ROCK OUTCROP
 GY0094_SP_SET: ROCK CLIFF
 GY0094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0094+STABILITY: POSITION/ELEVATION WELL
 GY0094
 GY0094  HISTORY     - Date     Condition        Report By
 GY0094  HISTORY     - UNK      MONUMENTED       NWRR
 GY0094  HISTORY     - 1952     GOOD             NGS
 GY0094
 GY0094                          STATION DESCRIPTION
 GY0094
 GY0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY0094'1.4 MI E FROM WILLIAMSON.
 GY0094'RECOVERED AS DESCRIBED-- 1.4 MILES EAST ALONG THE NORFOLK AND
 GY0094'WESTERN RAILWAY FROM THE STATION AT WILLIAMSON, 77 FEET EAST
 GY0094'OF THE EAST END OF A HIGH STONE-BLOCK RETAINING WALL, IN THE
 GY0094'TOP OF A SANDSTONE ROCK PROJECTING FROM A ROCK CLIFF, 13.4 FEET
 GY0094'NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 GY0094'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2013 ***********************************************************************
 HW2013  DESIGNATION -  RV 1833
 HW2013  PID         -  HW2013
 HW2013  STATE/COUNTY-  WV/RANDOLPH
 HW2013  USGS QUAD   -  JUNIOR (1976)
 HW2013
 HW2013                         *CURRENT SURVEY CONTROL
 HW2013  ___________________________________________________________________
 HW2013* NAD 83(1986)-  38 56 24.     (N)    079 58 25.     (W)     SCALED    
 HW2013* NAVD 88     -       558.978  (meters)    1833.91   (feet)  ADJUSTED  
 HW2013  ___________________________________________________________________
 HW2013  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HW2013  DYNAMIC HT  -         558.583 (meters)    1832.62  (feet)  COMP
 HW2013  MODELED GRAV-     979,901.9   (mgal)                       NAVD 88
 HW2013
 HW2013  VERT ORDER  -  SECOND    CLASS 0
 HW2013
 HW2013.The horizontal coordinates were scaled from a topographic map and have
 HW2013.an estimated accuracy of +/- 6 seconds.
 HW2013
 HW2013.The orthometric height was determined by differential leveling
 HW2013.and adjusted by the National Geodetic Survey in June 1991..
 HW2013
 HW2013.The geoid height was determined by GEOID03.
 HW2013
 HW2013.The dynamic height is computed by dividing the NAVD 88
 HW2013.geopotential number by the normal gravity value computed on the
 HW2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2013.degrees latitude (g = 980.6199 gals.).
 HW2013
 HW2013.The modeled gravity was interpolated from observed gravity values.
 HW2013
 HW2013;                    North         East    Units  Estimated Accuracy
 HW2013;SPC WV S     -   215,820.      688,990.      MT  (+/- 180 meters Scaled)
 HW2013
 HW2013                          SUPERSEDED SURVEY CONTROL
 HW2013
 HW2013  NGVD 29 (??/??/92)  559.147  (m)         1834.47   (f) ADJ UNCH    2 0
 HW2013
 HW2013.Superseded values are not recommended for survey control.
 HW2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2013.See file dsdata.txt to determine how the superseded data were derived.
 HW2013
 HW2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND889106(NAD 83)
 HW2013_MARKER: R = RIVET
 HW2013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2013_SP_SET: BRIDGE
 HW2013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2013
 HW2013  HISTORY     - Date     Condition        Report By
 HW2013  HISTORY     - UNK      MONUMENTED       BORR
 HW2013  HISTORY     - 1962     GOOD             NGS
 HW2013  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2013  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2013
 HW2013                          STATION DESCRIPTION
 HW2013
 HW2013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW2013'2.1 MI NW FROM NORTON.
 HW2013'ABOUT 0.5 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2013'OFFICE AT NORTON, THENCE ABOUT 1.6 MILES NORTHWEST ALONG THE
 HW2013'BALTIMORE AND OHIO RAILROAD, SET ON TOP OF THE NORTHWEST WING
 HW2013'WALL OF A 21-FOOT BRIDGE OVER A SMALL STREAM, 10 FEET NORTH
 HW2013'OF THE NORTH RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 HW2013'TRACK.
 HW2013
 HW2013                          STATION RECOVERY (1983)
 HW2013
 HW2013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2013'MARK NOT FOUND.
 HW2013
 HW2013                          STATION RECOVERY (1983)
 HW2013
 HW2013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0097 ***********************************************************************
 GY0097  DESIGNATION -  RV 184
 GY0097  PID         -  GY0097
 GY0097  STATE/COUNTY-  WV/MINGO
 GY0097  USGS QUAD   -  DELBARTON (1976)
 GY0097
 GY0097                         *CURRENT SURVEY CONTROL
 GY0097  ___________________________________________________________________
 GY0097* NAD 83(1986)-  37 39 38.     (N)    082 14 10.     (W)     SCALED    
 GY0097* NAVD 88     -       206.420  (meters)     677.23   (feet)  ADJUSTED  
 GY0097  ___________________________________________________________________
 GY0097  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GY0097  DYNAMIC HT  -         206.267 (meters)     676.73  (feet)  COMP
 GY0097  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 GY0097
 GY0097  VERT ORDER  -  SECOND    CLASS 0
 GY0097
 GY0097.The horizontal coordinates were scaled from a topographic map and have
 GY0097.an estimated accuracy of +/- 6 seconds.
 GY0097
 GY0097.The orthometric height was determined by differential leveling
 GY0097.and adjusted by the National Geodetic Survey in June 1991..
 GY0097
 GY0097.The geoid height was determined by GEOID03.
 GY0097
 GY0097.The dynamic height is computed by dividing the NAVD 88
 GY0097.geopotential number by the normal gravity value computed on the
 GY0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0097.degrees latitude (g = 980.6199 gals.).
 GY0097
 GY0097.The modeled gravity was interpolated from observed gravity values.
 GY0097
 GY0097;                    North         East    Units  Estimated Accuracy
 GY0097;SPC WV S     -    74,040.      490,940.      MT  (+/- 180 meters Scaled)
 GY0097
 GY0097                          SUPERSEDED SURVEY CONTROL
 GY0097
 GY0097  NGVD 29 (??/??/92)  206.661  (m)          678.02   (f) ADJ UNCH    2 0
 GY0097
 GY0097.Superseded values are not recommended for survey control.
 GY0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0097.See file dsdata.txt to determine how the superseded data were derived.
 GY0097
 GY0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB909688(NAD 83)
 GY0097_MARKER: R = RIVET
 GY0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0097_SP_SET: BASE
 GY0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0097
 GY0097  HISTORY     - Date     Condition        Report By
 GY0097  HISTORY     - UNK      MONUMENTED       NWRR
 GY0097  HISTORY     - 1935     GOOD             NGS
 GY0097
 GY0097                          STATION DESCRIPTION
 GY0097
 GY0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0097'2.9 MI SE FROM WILLIAMSON.
 GY0097'2.9 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0097'STATION AT WILLIAMSON, MINGO COUNTY, 0.3 MILE SOUTHEAST OF
 GY0097'MILEPOST N 467, AT THE EAST END OF THE FREIGHT YARDS, 11.1 FEET
 GY0097'EAST OF THE EAST RAIL, IN THE TOP OF THE CONCRETE BASE OF A
 GY0097'FLOOD LIGHT, 5 INCHES FROM THE SOUTHWEST CORNER, AND LEVEL
 GY0097'WITH THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0099 ***********************************************************************
 GY0099  DESIGNATION -  RV 185
 GY0099  PID         -  GY0099
 GY0099  STATE/COUNTY-  WV/MINGO
 GY0099  USGS QUAD   -  DELBARTON (1976)
 GY0099
 GY0099                         *CURRENT SURVEY CONTROL
 GY0099  ___________________________________________________________________
 GY0099* NAD 83(1986)-  37 39 14.     (N)    082 13 35.     (W)     SCALED    
 GY0099* NAVD 88     -       207.191  (meters)     679.76   (feet)  ADJUSTED  
 GY0099  ___________________________________________________________________
 GY0099  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GY0099  DYNAMIC HT  -         207.036 (meters)     679.25  (feet)  COMP
 GY0099  MODELED GRAV-     979,878.9   (mgal)                       NAVD 88
 GY0099
 GY0099  VERT ORDER  -  SECOND    CLASS 0
 GY0099
 GY0099.The horizontal coordinates were scaled from a topographic map and have
 GY0099.an estimated accuracy of +/- 6 seconds.
 GY0099
 GY0099.The orthometric height was determined by differential leveling
 GY0099.and adjusted by the National Geodetic Survey in June 1991..
 GY0099
 GY0099.The geoid height was determined by GEOID03.
 GY0099
 GY0099.The dynamic height is computed by dividing the NAVD 88
 GY0099.geopotential number by the normal gravity value computed on the
 GY0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0099.degrees latitude (g = 980.6199 gals.).
 GY0099
 GY0099.The modeled gravity was interpolated from observed gravity values.
 GY0099
 GY0099;                    North         East    Units  Estimated Accuracy
 GY0099;SPC WV S     -    73,290.      491,790.      MT  (+/- 180 meters Scaled)
 GY0099
 GY0099                          SUPERSEDED SURVEY CONTROL
 GY0099
 GY0099  NGVD 29 (??/??/92)  207.431  (m)          680.55   (f) ADJ UNCH    2 0
 GY0099
 GY0099.Superseded values are not recommended for survey control.
 GY0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0099.See file dsdata.txt to determine how the superseded data were derived.
 GY0099
 GY0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB918681(NAD 83)
 GY0099_MARKER: R = RIVET
 GY0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0099_SP_SET: CONCRETE
 GY0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0099
 GY0099  HISTORY     - Date     Condition        Report By
 GY0099  HISTORY     - UNK      MONUMENTED       NWRR
 GY0099  HISTORY     - 1935     GOOD             NGS
 GY0099
 GY0099                          STATION DESCRIPTION
 GY0099
 GY0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0099'1.4 MI N FROM MERRIMAC.
 GY0099'1.4 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0099'STATION AT MERRIMAC, MINGO COUNTY, 0.1 MILE NORTH OF MILEPOST
 GY0099'466, 8 RAILS NORTH OF A SWITCH, AT CATENARY BRIDGE 798, IN THE
 GY0099'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE, 12.2 FEET
 GY0099'EAST OF THE EAST RAIL, AND LEVEL WITH THE RAIL.  A STANDARD
 GY0099'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0100 ***********************************************************************
 GY0100  DESIGNATION -  RV 186
 GY0100  PID         -  GY0100
 GY0100  STATE/COUNTY-  WV/MINGO
 GY0100  USGS QUAD   -  DELBARTON (1976)
 GY0100
 GY0100                         *CURRENT SURVEY CONTROL
 GY0100  ___________________________________________________________________
 GY0100* NAD 83(1986)-  37 38 43.     (N)    082 13 20.     (W)     SCALED    
 GY0100* NAVD 88     -       207.597  (meters)     681.09   (feet)  ADJUSTED  
 GY0100  ___________________________________________________________________
 GY0100  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GY0100  DYNAMIC HT  -         207.442 (meters)     680.58  (feet)  COMP
 GY0100  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 GY0100
 GY0100  VERT ORDER  -  SECOND    CLASS 0
 GY0100
 GY0100.The horizontal coordinates were scaled from a topographic map and have
 GY0100.an estimated accuracy of +/- 6 seconds.
 GY0100
 GY0100.The orthometric height was determined by differential leveling
 GY0100.and adjusted by the National Geodetic Survey in June 1991..
 GY0100
 GY0100.The geoid height was determined by GEOID03.
 GY0100
 GY0100.The dynamic height is computed by dividing the NAVD 88
 GY0100.geopotential number by the normal gravity value computed on the
 GY0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0100.degrees latitude (g = 980.6199 gals.).
 GY0100
 GY0100.The modeled gravity was interpolated from observed gravity values.
 GY0100
 GY0100;                    North         East    Units  Estimated Accuracy
 GY0100;SPC WV S     -    72,330.      492,140.      MT  (+/- 180 meters Scaled)
 GY0100
 GY0100                          SUPERSEDED SURVEY CONTROL
 GY0100
 GY0100  NGVD 29 (??/??/92)  207.837  (m)          681.88   (f) ADJ UNCH    2 0
 GY0100
 GY0100.Superseded values are not recommended for survey control.
 GY0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0100.See file dsdata.txt to determine how the superseded data were derived.
 GY0100
 GY0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB921671(NAD 83)
 GY0100_MARKER: R = RIVET
 GY0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0100_SP_SET: CONCRETE
 GY0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0100
 GY0100  HISTORY     - Date     Condition        Report By
 GY0100  HISTORY     - UNK      MONUMENTED       NWRR
 GY0100  HISTORY     - 1935     GOOD             NGS
 GY0100
 GY0100                          STATION DESCRIPTION
 GY0100
 GY0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0100'0.8 MI NW FROM MERRIMAC.
 GY0100'0.8 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0100'THE STATION AT MERIMAC, MINGO COUNTY, AT RAWL, 0.5 MILE NORTHWEST
 GY0100'OF MILEPOST N 465, AT CATENARY BRIDGE 787, IN THE TOP OF THE
 GY0100'SOUTH CORNER OF THE CONCRETE BASE, 9.6 FEET NORTHEAST OF THE
 GY0100'NORTHEAST RAIL, AND 1.5 FEET ABOVE THE RAIL.  A STANDARD MONEL-METAL
 GY0100'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0101 ***********************************************************************
 GY0101  DESIGNATION -  RV 187
 GY0101  PID         -  GY0101
 GY0101  STATE/COUNTY-  WV/MINGO
 GY0101  USGS QUAD   -  DELBARTON (1976)
 GY0101
 GY0101                         *CURRENT SURVEY CONTROL
 GY0101  ___________________________________________________________________
 GY0101* NAD 83(1986)-  37 38 20.     (N)    082 12 56.     (W)     SCALED    
 GY0101* NAVD 88     -       208.582  (meters)     684.32   (feet)  ADJUSTED  
 GY0101  ___________________________________________________________________
 GY0101  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GY0101  DYNAMIC HT  -         208.425 (meters)     683.81  (feet)  COMP
 GY0101  MODELED GRAV-     979,874.5   (mgal)                       NAVD 88
 GY0101
 GY0101  VERT ORDER  -  SECOND    CLASS 0
 GY0101
 GY0101.The horizontal coordinates were scaled from a topographic map and have
 GY0101.an estimated accuracy of +/- 6 seconds.
 GY0101
 GY0101.The orthometric height was determined by differential leveling
 GY0101.and adjusted by the National Geodetic Survey in June 1991..
 GY0101
 GY0101.The geoid height was determined by GEOID03.
 GY0101
 GY0101.The dynamic height is computed by dividing the NAVD 88
 GY0101.geopotential number by the normal gravity value computed on the
 GY0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0101.degrees latitude (g = 980.6199 gals.).
 GY0101
 GY0101.The modeled gravity was interpolated from observed gravity values.
 GY0101
 GY0101;                    North         East    Units  Estimated Accuracy
 GY0101;SPC WV S     -    71,610.      492,720.      MT  (+/- 180 meters Scaled)
 GY0101
 GY0101                          SUPERSEDED SURVEY CONTROL
 GY0101
 GY0101  NGVD 29 (??/??/92)  208.821  (m)          685.11   (f) ADJ UNCH    2 0
 GY0101
 GY0101.Superseded values are not recommended for survey control.
 GY0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0101.See file dsdata.txt to determine how the superseded data were derived.
 GY0101
 GY0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB927664(NAD 83)
 GY0101_MARKER: R = RIVET
 GY0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0101_SP_SET: CONCRETE
 GY0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0101
 GY0101  HISTORY     - Date     Condition        Report By
 GY0101  HISTORY     - UNK      MONUMENTED       NWRR
 GY0101  HISTORY     - 1935     GOOD             NGS
 GY0101
 GY0101                          STATION DESCRIPTION
 GY0101
 GY0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0101'AT MERRIMAC.
 GY0101'AT MERRIMAC, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GY0101'0.15 MILE NORTH OF THE STATION, 0.15 MILE SOUTH OF MILEPOST
 GY0101'N 465, 44 FEET NORTHEAST ACROSS THE TRACK FROM SEMAPHORE 4650,
 GY0101'AT CATENARY BRIDGE 776, IN THE TOP OF THE SOUTHWEST CORNER OF
 GY0101'THE CONCRETE BASE, 11.9 FEET EAST OF THE EAST RAIL, AND 1.5 FEET
 GY0101'ABOVE THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0103 ***********************************************************************
 GY0103  DESIGNATION -  RV 188
 GY0103  PID         -  GY0103
 GY0103  STATE/COUNTY-  WV/MINGO
 GY0103  USGS QUAD   -  DELBARTON (1976)
 GY0103
 GY0103                         *CURRENT SURVEY CONTROL
 GY0103  ___________________________________________________________________
 GY0103* NAD 83(1986)-  37 37 55.     (N)    082 13 03.     (W)     SCALED    
 GY0103* NAVD 88     -       209.169  (meters)     686.25   (feet)  ADJUSTED  
 GY0103  ___________________________________________________________________
 GY0103  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GY0103  DYNAMIC HT  -         209.011 (meters)     685.73  (feet)  COMP
 GY0103  MODELED GRAV-     979,872.1   (mgal)                       NAVD 88
 GY0103
 GY0103  VERT ORDER  -  SECOND    CLASS 0
 GY0103
 GY0103.The horizontal coordinates were scaled from a topographic map and have
 GY0103.an estimated accuracy of +/- 6 seconds.
 GY0103
 GY0103.The orthometric height was determined by differential leveling
 GY0103.and adjusted by the National Geodetic Survey in June 1991..
 GY0103
 GY0103.The geoid height was determined by GEOID03.
 GY0103
 GY0103.The dynamic height is computed by dividing the NAVD 88
 GY0103.geopotential number by the normal gravity value computed on the
 GY0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0103.degrees latitude (g = 980.6199 gals.).
 GY0103
 GY0103.The modeled gravity was interpolated from observed gravity values.
 GY0103
 GY0103;                    North         East    Units  Estimated Accuracy
 GY0103;SPC WV S     -    70,840.      492,540.      MT  (+/- 180 meters Scaled)
 GY0103
 GY0103                          SUPERSEDED SURVEY CONTROL
 GY0103
 GY0103  NGVD 29 (??/??/92)  209.408  (m)          687.03   (f) ADJ UNCH    2 0
 GY0103
 GY0103.Superseded values are not recommended for survey control.
 GY0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0103.See file dsdata.txt to determine how the superseded data were derived.
 GY0103
 GY0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB925656(NAD 83)
 GY0103_MARKER: R = RIVET
 GY0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0103_SP_SET: BRIDGE
 GY0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0103
 GY0103  HISTORY     - Date     Condition        Report By
 GY0103  HISTORY     - UNK      MONUMENTED       NWRR
 GY0103  HISTORY     - 1935     GOOD             NGS
 GY0103
 GY0103                          STATION DESCRIPTION
 GY0103
 GY0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0103'AT MERRIMAC.
 GY0103'AT MERRIMAC, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GY0103'0.4 MILE SOUTH OF THE STATION, 0.3 MILE NORTH OF MILEPOST N 464,
 GY0103'5-1/2 RAILS SOUTH OF A POWER LINE CROSSING THE TRACK, AT CATENARY
 GY0103'BRIDGE 766, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 GY0103'BASE, 11.4 FEET EAST OF THE EAST RAIL, AND ABOUT 2 FEET ABOVE
 GY0103'THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0104 ***********************************************************************
 GY0104  DESIGNATION -  RV 189
 GY0104  PID         -  GY0104
 GY0104  STATE/COUNTY-  WV/MINGO
 GY0104  USGS QUAD   -  DELBARTON (1976)
 GY0104
 GY0104                         *CURRENT SURVEY CONTROL
 GY0104  ___________________________________________________________________
 GY0104* NAD 83(1986)-  37 37 33.     (N)    082 12 39.     (W)     SCALED    
 GY0104* NAVD 88     -       210.135  (meters)     689.42   (feet)  ADJUSTED  
 GY0104  ___________________________________________________________________
 GY0104  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GY0104  DYNAMIC HT  -         209.976 (meters)     688.90  (feet)  COMP
 GY0104  MODELED GRAV-     979,869.8   (mgal)                       NAVD 88
 GY0104
 GY0104  VERT ORDER  -  SECOND    CLASS 0
 GY0104
 GY0104.The horizontal coordinates were scaled from a topographic map and have
 GY0104.an estimated accuracy of +/- 6 seconds.
 GY0104
 GY0104.The orthometric height was determined by differential leveling
 GY0104.and adjusted by the National Geodetic Survey in June 1991..
 GY0104
 GY0104.The geoid height was determined by GEOID03.
 GY0104
 GY0104.The dynamic height is computed by dividing the NAVD 88
 GY0104.geopotential number by the normal gravity value computed on the
 GY0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0104.degrees latitude (g = 980.6199 gals.).
 GY0104
 GY0104.The modeled gravity was interpolated from observed gravity values.
 GY0104
 GY0104;                    North         East    Units  Estimated Accuracy
 GY0104;SPC WV S     -    70,160.      493,120.      MT  (+/- 180 meters Scaled)
 GY0104
 GY0104                          SUPERSEDED SURVEY CONTROL
 GY0104
 GY0104  NGVD 29 (??/??/92)  210.373  (m)          690.20   (f) ADJ UNCH    2 0
 GY0104
 GY0104.Superseded values are not recommended for survey control.
 GY0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0104.See file dsdata.txt to determine how the superseded data were derived.
 GY0104
 GY0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB931649(NAD 83)
 GY0104_MARKER: R = RIVET
 GY0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0104_SP_SET: BRIDGE
 GY0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0104
 GY0104  HISTORY     - Date     Condition        Report By
 GY0104  HISTORY     - UNK      MONUMENTED       NWRR
 GY0104  HISTORY     - 1935     GOOD             NGS
 GY0104
 GY0104                          STATION DESCRIPTION
 GY0104
 GY0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0104'1 MI SE FROM MERRIMAC.
 GY0104'1.0 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0104'STATION AT MERRIMAC, MINGON COUNTY, 0.3 MILE SOUTHEAST OF MILEPOST
 GY0104'N 464, 8 RAILS SOUTHEAST OF A PRIVATE-ROAD CROSSING, AT CATENARY
 GY0104'BRIDGE 756, IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE,
 GY0104'10.6 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 2 FEET
 GY0104'ABOVE THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0841 ***********************************************************************
 JW0841  DESIGNATION -  RV 19
 JW0841  PID         -  JW0841
 JW0841  STATE/COUNTY-  WV/PRESTON
 JW0841  USGS QUAD   -  ROWLESBURG (1995)
 JW0841
 JW0841                         *CURRENT SURVEY CONTROL
 JW0841  ___________________________________________________________________
 JW0841* NAD 83(1986)-  39 21 05.     (N)    079 39 47.     (W)     SCALED    
 JW0841* NAVD 88     -       425.009  (meters)    1394.38   (feet)  ADJUSTED  
 JW0841  ___________________________________________________________________
 JW0841  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JW0841  DYNAMIC HT  -         424.737 (meters)    1393.49  (feet)  COMP
 JW0841  MODELED GRAV-     979,976.2   (mgal)                       NAVD 88
 JW0841
 JW0841  VERT ORDER  -  SECOND    CLASS 0
 JW0841
 JW0841.The horizontal coordinates were scaled from a topographic map and have
 JW0841.an estimated accuracy of +/- 6 seconds.
 JW0841
 JW0841.The orthometric height was determined by differential leveling
 JW0841.and adjusted by the National Geodetic Survey in June 1991..
 JW0841
 JW0841.The geoid height was determined by GEOID03.
 JW0841
 JW0841.The dynamic height is computed by dividing the NAVD 88
 JW0841.geopotential number by the normal gravity value computed on the
 JW0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0841.degrees latitude (g = 980.6199 gals.).
 JW0841
 JW0841.The modeled gravity was interpolated from observed gravity values.
 JW0841
 JW0841;                    North         East    Units  Estimated Accuracy
 JW0841;SPC WV N     -    94,530.      585,950.      MT  (+/- 180 meters Scaled)
 JW0841
 JW0841                          SUPERSEDED SURVEY CONTROL
 JW0841
 JW0841  NGVD 29 (??/??/92)  425.215  (m)         1395.06   (f) ADJ UNCH    2 0
 JW0841
 JW0841.Superseded values are not recommended for survey control.
 JW0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0841.See file dsdata.txt to determine how the superseded data were derived.
 JW0841
 JW0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD151566(NAD 83)
 JW0841_MARKER: R = RIVET
 JW0841_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0841_SP_SET: BRIDGE
 JW0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0841
 JW0841  HISTORY     - Date     Condition        Report By
 JW0841  HISTORY     - UNK      MONUMENTED       BORR
 JW0841  HISTORY     - 1935     GOOD             NGS
 JW0841
 JW0841                          STATION DESCRIPTION
 JW0841
 JW0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0841'1 MI E FROM ROWLESBURG.
 JW0841'ABOUT 1 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0841'STATION AT ROWLESBURG, PRESTON COUNTY, 0.2 MILE NORTHWEST OF
 JW0841'THE STATION AT MORGANTOWN AND KINGWOOD JUNCTION, AT A BRIDGE, AND
 JW0841'IN THE TOP OF THE NORTHWEST ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0772 ***********************************************************************
 JW0772  DESIGNATION -  RV 19
 JW0772  PID         -  JW0772
 JW0772  STATE/COUNTY-  WV/GRANT
 JW0772  USGS QUAD   -  DAVIS (1995)
 JW0772
 JW0772                         *CURRENT SURVEY CONTROL
 JW0772  ___________________________________________________________________
 JW0772* NAD 83(1986)-  39 12 56.     (N)    079 26 45.     (W)     SCALED    
 JW0772* NAVD 88     -       815.420  (meters)    2675.26   (feet)  ADJUSTED  
 JW0772  ___________________________________________________________________
 JW0772  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JW0772  DYNAMIC HT  -         814.831 (meters)    2673.32  (feet)  COMP
 JW0772  MODELED GRAV-     979,877.1   (mgal)                       NAVD 88
 JW0772
 JW0772  VERT ORDER  -  SECOND    CLASS 0
 JW0772
 JW0772.The horizontal coordinates were scaled from a topographic map and have
 JW0772.an estimated accuracy of +/- 6 seconds.
 JW0772
 JW0772.The orthometric height was determined by differential leveling
 JW0772.and adjusted by the National Geodetic Survey in June 1991..
 JW0772
 JW0772.The geoid height was determined by GEOID03.
 JW0772
 JW0772.The dynamic height is computed by dividing the NAVD 88
 JW0772.geopotential number by the normal gravity value computed on the
 JW0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0772.degrees latitude (g = 980.6199 gals.).
 JW0772
 JW0772.The modeled gravity was interpolated from observed gravity values.
 JW0772
 JW0772;                    North         East    Units  Estimated Accuracy
 JW0772;SPC WV N     -    79,440.      604,680.      MT  (+/- 180 meters Scaled)
 JW0772
 JW0772                          SUPERSEDED SURVEY CONTROL
 JW0772
 JW0772  NGVD 29 (??/??/92)  815.526  (m)         2675.60   (f) ADJ UNCH    2 0
 JW0772
 JW0772.Superseded values are not recommended for survey control.
 JW0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0772.See file dsdata.txt to determine how the superseded data were derived.
 JW0772
 JW0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD341418(NAD 83)
 JW0772_MARKER: R = RIVET
 JW0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0772_SP_SET: CULVERT
 JW0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0772
 JW0772  HISTORY     - Date     Condition        Report By
 JW0772  HISTORY     - UNK      MONUMENTED       WMRR
 JW0772  HISTORY     - 1935     GOOD             NGS
 JW0772
 JW0772                          STATION DESCRIPTION
 JW0772
 JW0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0772'1.4 MI SW FROM HENRY.
 JW0772'1.4 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0772'STATION AT HENRY, GRANT COUNTY, AT KEMPTON JUNCTION, 18 FEET
 JW0772'NORTH OF A SWITCH, AT A CULVERT, IN THE TOP OF THE NORTH CONCRETE
 JW0772'HEADWALL, 42 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND
 JW0772'6 FEET LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1917 ***********************************************************************
 HW1917  DESIGNATION -  RV 19
 HW1917  PID         -  HW1917
 HW1917  STATE/COUNTY-  WV/RANDOLPH
 HW1917  USGS QUAD   -  GLADY (1995)
 HW1917
 HW1917                         *CURRENT SURVEY CONTROL
 HW1917  ___________________________________________________________________
 HW1917* NAD 83(1986)-  38 48 07.     (N)    079 43 35.     (W)     SCALED    
 HW1917* NAVD 88     -       895.11   (+/-2cm)    2936.7    (feet)  VERTCON   
 HW1917  ___________________________________________________________________
 HW1917  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HW1917
 HW1917  VERT ORDER  -  ? (See Below)
 HW1917
 HW1917.The horizontal coordinates were scaled from a topographic map and have
 HW1917.an estimated accuracy of +/- 6 seconds.
 HW1917
 HW1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1917.The vertical order pertains to the NGVD 29 superseded value.
 HW1917
 HW1917.The geoid height was determined by GEOID03.
 HW1917
 HW1917;                    North         East    Units  Estimated Accuracy
 HW1917;SPC WV S     -   200,760.      710,630.      MT  (+/- 180 meters Scaled)
 HW1917
 HW1917                          SUPERSEDED SURVEY CONTROL
 HW1917
 HW1917  NGVD 29 (??/??/92)  895.239  (m)         2937.13   (f) ADJ UNCH    ?  
 HW1917
 HW1917.Superseded values are not recommended for survey control.
 HW1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1917.See file dsdata.txt to determine how the superseded data were derived.
 HW1917
 HW1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC105955(NAD 83)
 HW1917_MARKER: R = RIVET
 HW1917_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HW1917_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HW1917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1917
 HW1917  HISTORY     - Date     Condition        Report By
 HW1917  HISTORY     - UNK      MONUMENTED       WMRR
 HW1917  HISTORY     - 1933     GOOD             NGS
 HW1917  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1917  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1917
 HW1917                          STATION DESCRIPTION
 HW1917
 HW1917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1917'0.7 MI NW FROM GLADY.
 HW1917'0.7 MILE NORTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1917'STATION AT GLADY, RANDOLPH COUNTY, AT THE NORTH END OF A TUNNEL,
 HW1917'1 FOOT EAST OF THE NORTHEAST CORNER OF THE WEST WALL, 2 YARDS WEST
 HW1917'OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 HW1917'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF AN IRON
 HW1917'PIPE FILLED WITH CONCRETE.
 HW1917
 HW1917                          STATION RECOVERY (1983)
 HW1917
 HW1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1917'MARK NOT FOUND.
 HW1917
 HW1917                          STATION RECOVERY (1983)
 HW1917
 HW1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0105 ***********************************************************************
 GY0105  DESIGNATION -  RV 190
 GY0105  PID         -  GY0105
 GY0105  STATE/COUNTY-  WV/MINGO
 GY0105  USGS QUAD   -  DELBARTON (1976)
 GY0105
 GY0105                         *CURRENT SURVEY CONTROL
 GY0105  ___________________________________________________________________
 GY0105* NAD 83(1986)-  37 37 41.     (N)    082 12 07.     (W)     SCALED    
 GY0105* NAVD 88     -       210.544  (meters)     690.76   (feet)  ADJUSTED  
 GY0105  ___________________________________________________________________
 GY0105  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GY0105  DYNAMIC HT  -         210.385 (meters)     690.24  (feet)  COMP
 GY0105  MODELED GRAV-     979,871.4   (mgal)                       NAVD 88
 GY0105
 GY0105  VERT ORDER  -  SECOND    CLASS 0
 GY0105
 GY0105.The horizontal coordinates were scaled from a topographic map and have
 GY0105.an estimated accuracy of +/- 6 seconds.
 GY0105
 GY0105.The orthometric height was determined by differential leveling
 GY0105.and adjusted by the National Geodetic Survey in June 1991..
 GY0105
 GY0105.The geoid height was determined by GEOID03.
 GY0105
 GY0105.The dynamic height is computed by dividing the NAVD 88
 GY0105.geopotential number by the normal gravity value computed on the
 GY0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0105.degrees latitude (g = 980.6199 gals.).
 GY0105
 GY0105.The modeled gravity was interpolated from observed gravity values.
 GY0105
 GY0105;                    North         East    Units  Estimated Accuracy
 GY0105;SPC WV S     -    70,400.      493,910.      MT  (+/- 180 meters Scaled)
 GY0105
 GY0105                          SUPERSEDED SURVEY CONTROL
 GY0105
 GY0105  NGVD 29 (??/??/92)  210.783  (m)          691.54   (f) ADJ UNCH    2 0
 GY0105
 GY0105.Superseded values are not recommended for survey control.
 GY0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0105.See file dsdata.txt to determine how the superseded data were derived.
 GY0105
 GY0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB939652(NAD 83)
 GY0105_MARKER: R = RIVET
 GY0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0105_SP_SET: CULVERT
 GY0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0105
 GY0105  HISTORY     - Date     Condition        Report By
 GY0105  HISTORY     - UNK      MONUMENTED       NWRR
 GY0105  HISTORY     - 1935     GOOD             NGS
 GY0105
 GY0105                          STATION DESCRIPTION
 GY0105
 GY0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0105'0.4 MI W FROM SPRIGG.
 GY0105'0.4 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0105'STATON AT SPRIGG, MINGO COUNTY, 0.2 MILE WEST OF MILEPOST N 463,
 GY0105'4-1/2 RAILS WEST OF THE SWITCH TO A SPUR TRACK OF THE SMITH POND
 GY0105'COAL CO., AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH HEADWALL,
 GY0105'7.5 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT BELOW THE
 GY0105'LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0107 ***********************************************************************
 GY0107  DESIGNATION -  RV 191
 GY0107  PID         -  GY0107
 GY0107  STATE/COUNTY-  WV/MINGO
 GY0107  USGS QUAD   -  DELBARTON (1976)
 GY0107
 GY0107                         *CURRENT SURVEY CONTROL
 GY0107  ___________________________________________________________________
 GY0107* NAD 83(1986)-  37 37 41.     (N)    082 11 12.     (W)     SCALED    
 GY0107* NAVD 88     -       210.412  (meters)     690.33   (feet)  ADJUSTED  
 GY0107  ___________________________________________________________________
 GY0107  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GY0107  DYNAMIC HT  -         210.253 (meters)     689.81  (feet)  COMP
 GY0107  MODELED GRAV-     979,873.8   (mgal)                       NAVD 88
 GY0107
 GY0107  VERT ORDER  -  SECOND    CLASS 0
 GY0107
 GY0107.The horizontal coordinates were scaled from a topographic map and have
 GY0107.an estimated accuracy of +/- 6 seconds.
 GY0107
 GY0107.The orthometric height was determined by differential leveling
 GY0107.and adjusted by the National Geodetic Survey in June 1991..
 GY0107
 GY0107.The geoid height was determined by GEOID03.
 GY0107
 GY0107.The dynamic height is computed by dividing the NAVD 88
 GY0107.geopotential number by the normal gravity value computed on the
 GY0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0107.degrees latitude (g = 980.6199 gals.).
 GY0107
 GY0107.The modeled gravity was interpolated from observed gravity values.
 GY0107
 GY0107;                    North         East    Units  Estimated Accuracy
 GY0107;SPC WV S     -    70,380.      495,250.      MT  (+/- 180 meters Scaled)
 GY0107
 GY0107                          SUPERSEDED SURVEY CONTROL
 GY0107
 GY0107  NGVD 29 (??/??/92)  210.652  (m)          691.11   (f) ADJ UNCH    2 0
 GY0107
 GY0107.Superseded values are not recommended for survey control.
 GY0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0107.See file dsdata.txt to determine how the superseded data were derived.
 GY0107
 GY0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB952652(NAD 83)
 GY0107_MARKER: R = RIVET
 GY0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0107_SP_SET: ABUTMENT
 GY0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0107
 GY0107  HISTORY     - Date     Condition        Report By
 GY0107  HISTORY     - UNK      MONUMENTED       NWRR
 GY0107  HISTORY     - 1935     GOOD             NGS
 GY0107
 GY0107                          STATION DESCRIPTION
 GY0107
 GY0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0107'0.4 MI SE FROM SPRIGG.
 GY0107'0.4 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0107'THE STATION AT SPRIGG, MINGO COUNTY, 10 RAILS NORTHWEST OF THE
 GY0107'NORTHWEST END OF A TUNNEL, AT BRIDGE 930 A OVER TUG FORK RIVER,
 GY0107'IN THE TOP OF THE SOUTHWEST CORNER OF THE NORTHWEST ABUTMENT,
 GY0107'6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 16 INCHES
 GY0107'BELOW THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0108 ***********************************************************************
 GY0108  DESIGNATION -  RV 193
 GY0108  PID         -  GY0108
 GY0108  STATE/COUNTY-  WV/MINGO
 GY0108  USGS QUAD   -  DELBARTON (1976)
 GY0108
 GY0108                         *CURRENT SURVEY CONTROL
 GY0108  ___________________________________________________________________
 GY0108* NAD 83(1986)-  37 37 33.     (N)    082 10 53.     (W)     SCALED    
 GY0108* NAVD 88     -       210.205  (meters)     689.65   (feet)  ADJUSTED  
 GY0108  ___________________________________________________________________
 GY0108  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GY0108  DYNAMIC HT  -         210.047 (meters)     689.13  (feet)  COMP
 GY0108  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 GY0108
 GY0108  VERT ORDER  -  SECOND    CLASS 0
 GY0108
 GY0108.The horizontal coordinates were scaled from a topographic map and have
 GY0108.an estimated accuracy of +/- 6 seconds.
 GY0108
 GY0108.The orthometric height was determined by differential leveling
 GY0108.and adjusted by the National Geodetic Survey in June 1991..
 GY0108
 GY0108.The geoid height was determined by GEOID03.
 GY0108
 GY0108.The dynamic height is computed by dividing the NAVD 88
 GY0108.geopotential number by the normal gravity value computed on the
 GY0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0108.degrees latitude (g = 980.6199 gals.).
 GY0108
 GY0108.The modeled gravity was interpolated from observed gravity values.
 GY0108
 GY0108;                    North         East    Units  Estimated Accuracy
 GY0108;SPC WV S     -    70,130.      495,720.      MT  (+/- 180 meters Scaled)
 GY0108
 GY0108                          SUPERSEDED SURVEY CONTROL
 GY0108
 GY0108  NGVD 29 (??/??/92)  210.445  (m)          690.43   (f) ADJ UNCH    2 0
 GY0108
 GY0108.Superseded values are not recommended for survey control.
 GY0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0108.See file dsdata.txt to determine how the superseded data were derived.
 GY0108
 GY0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB957649(NAD 83)
 GY0108_MARKER: R = RIVET
 GY0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0108_SP_SET: BRIDGE
 GY0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0108
 GY0108  HISTORY     - Date     Condition        Report By
 GY0108  HISTORY     - UNK      MONUMENTED       NWRR
 GY0108  HISTORY     - 1957     GOOD             NGS
 GY0108
 GY0108                          STATION DESCRIPTION
 GY0108
 GY0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0108'1.2 MI NW FROM MATEWAN.
 GY0108'ABOUT 1.25 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0108'FROM THE STATION AT MATEWAN, ABOUT 10 RAILS SOUTH OF SOUTH END
 GY0108'OF RAILWAY TUNNEL, DIRECTLY ACROSS TRACK FROM MILE POST 462, AT
 GY0108'RAILWAY BRIDGE NO. 929 A OVER TUG FORK OF BIG SANDY RIVER, SET
 GY0108'IN THE TOP OF WEST END OF BRIDGE SEAT OF SOUTH ABUTMENT, 15 FEET
 GY0108'WEST OF WEST RAIL, 15 INCHES SOUTHEAST OF NORTHWEST CORNER OF
 GY0108'BRIDGE SEAT AND ABOUT 5 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0113 ***********************************************************************
 GY0113  DESIGNATION -  RV 196
 GY0113  PID         -  GY0113
 GY0113  STATE/COUNTY-  WV/MINGO
 GY0113  USGS QUAD   -  MATEWAN (1992)
 GY0113
 GY0113                         *CURRENT SURVEY CONTROL
 GY0113  ___________________________________________________________________
 GY0113* NAD 83(1986)-  37 37 19.     (N)    082 09 47.     (W)     SCALED    
 GY0113* NAVD 88     -       213.121  (meters)     699.21   (feet)  ADJUSTED  
 GY0113  ___________________________________________________________________
 GY0113  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GY0113  DYNAMIC HT  -         212.961 (meters)     698.69  (feet)  COMP
 GY0113  MODELED GRAV-     979,877.5   (mgal)                       NAVD 88
 GY0113
 GY0113  VERT ORDER  -  SECOND    CLASS 0
 GY0113
 GY0113.The horizontal coordinates were scaled from a topographic map and have
 GY0113.an estimated accuracy of +/- 6 seconds.
 GY0113
 GY0113.The orthometric height was determined by differential leveling
 GY0113.and adjusted by the National Geodetic Survey in June 1991..
 GY0113
 GY0113.The geoid height was determined by GEOID03.
 GY0113
 GY0113.The dynamic height is computed by dividing the NAVD 88
 GY0113.geopotential number by the normal gravity value computed on the
 GY0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0113.degrees latitude (g = 980.6199 gals.).
 GY0113
 GY0113.The modeled gravity was interpolated from observed gravity values.
 GY0113
 GY0113;                    North         East    Units  Estimated Accuracy
 GY0113;SPC WV S     -    69,670.      497,330.      MT  (+/- 180 meters Scaled)
 GY0113
 GY0113                          SUPERSEDED SURVEY CONTROL
 GY0113
 GY0113  NGVD 29 (??/??/92)  213.349  (m)          699.96   (f) ADJ UNCH    2 0
 GY0113
 GY0113.Superseded values are not recommended for survey control.
 GY0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0113.See file dsdata.txt to determine how the superseded data were derived.
 GY0113
 GY0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB973645(NAD 83)
 GY0113_MARKER: R = RIVET
 GY0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0113_SP_SET: ABUTMENT
 GY0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0113
 GY0113  HISTORY     - Date     Condition        Report By
 GY0113  HISTORY     - UNK      MONUMENTED       NWRR
 GY0113  HISTORY     - 1957     GOOD             NGS
 GY0113  HISTORY     - 20060308 MARK NOT FOUND   JCLS
 GY0113
 GY0113                          STATION DESCRIPTION
 GY0113
 GY0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0113'AT MATEWAN.
 GY0113'AT MATEWAN, ALONG THE NORFOLK AND WESTERN RAILWAY, ABOUT 125
 GY0113'YARDS SOUTHEAST OF THE STATION, IN THE TOP OF THE SOUTHWEST
 GY0113'END OF SOUTHEAST ABUTMENT OF RAILWAY OVERPASS OVER STATE HIGHWAY
 GY0113'49, 10 FEET SOUTHWEST OF SOUTHWEST RAIL, 1/2 FOOT NORTHEAST
 GY0113'OF SOUTHWEST END OF ABUTMENT AND 1 FOOT BELOW LEVEL OF TRACK.
 GY0113
 GY0113                          STATION RECOVERY (2006)
 GY0113
 GY0113'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 GY0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0114 ***********************************************************************
 GY0114  DESIGNATION -  RV 197
 GY0114  PID         -  GY0114
 GY0114  STATE/COUNTY-  WV/MINGO
 GY0114  USGS QUAD   -  MATEWAN (1992)
 GY0114
 GY0114                         *CURRENT SURVEY CONTROL
 GY0114  ___________________________________________________________________
 GY0114* NAD 83(1986)-  37 36 40.     (N)    082 10 05.     (W)     SCALED    
 GY0114* NAVD 88     -       216.282  (meters)     709.59   (feet)  ADJUSTED  
 GY0114  ___________________________________________________________________
 GY0114  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GY0114  DYNAMIC HT  -         216.119 (meters)     709.05  (feet)  COMP
 GY0114  MODELED GRAV-     979,873.3   (mgal)                       NAVD 88
 GY0114
 GY0114  VERT ORDER  -  SECOND    CLASS 0
 GY0114
 GY0114.The horizontal coordinates were scaled from a topographic map and have
 GY0114.an estimated accuracy of +/- 6 seconds.
 GY0114
 GY0114.The orthometric height was determined by differential leveling
 GY0114.and adjusted by the National Geodetic Survey in June 1991..
 GY0114
 GY0114.The geoid height was determined by GEOID03.
 GY0114
 GY0114.The dynamic height is computed by dividing the NAVD 88
 GY0114.geopotential number by the normal gravity value computed on the
 GY0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0114.degrees latitude (g = 980.6199 gals.).
 GY0114
 GY0114.The modeled gravity was interpolated from observed gravity values.
 GY0114
 GY0114;                    North         East    Units  Estimated Accuracy
 GY0114;SPC WV S     -    68,480.      496,870.      MT  (+/- 180 meters Scaled)
 GY0114
 GY0114                          SUPERSEDED SURVEY CONTROL
 GY0114
 GY0114  NGVD 29 (??/??/92)  216.508  (m)          710.33   (f) ADJ UNCH    2 0
 GY0114
 GY0114.Superseded values are not recommended for survey control.
 GY0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0114.See file dsdata.txt to determine how the superseded data were derived.
 GY0114
 GY0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB969633(NAD 83)
 GY0114_MARKER: R = RIVET
 GY0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0114_SP_SET: BRIDGE
 GY0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0114
 GY0114  HISTORY     - Date     Condition        Report By
 GY0114  HISTORY     - UNK      MONUMENTED       NWRR
 GY0114  HISTORY     - 1935     GOOD             NGS
 GY0114
 GY0114                          STATION DESCRIPTION
 GY0114
 GY0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0114'0.9 MI S FROM MATEWAN.
 GY0114'0.9 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0114'STATION AT MATEWAN, MINGO COUNTY, 0.2 MILE SOUTH OF MILEPOST
 GY0114'N 460, 10 RAILS NORTH OF SEMAPHORE 459.9, AT CATENARY BRIDGE 683,
 GY0114'IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE, 10.5 FEET
 GY0114'EAST OF THE EAST RAIL, AND LEVEL WITH THE RAIL.  A STANDARD
 GY0114'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0115 ***********************************************************************
 GY0115  DESIGNATION -  RV 198
 GY0115  PID         -  GY0115
 GY0115  STATE/COUNTY-  WV/MINGO
 GY0115  USGS QUAD   -  MATEWAN (1992)
 GY0115
 GY0115                         *CURRENT SURVEY CONTROL
 GY0115  ___________________________________________________________________
 GY0115* NAD 83(1986)-  37 36 35.     (N)    082 09 34.     (W)     SCALED    
 GY0115* NAVD 88     -       216.501  (meters)     710.30   (feet)  ADJUSTED  
 GY0115  ___________________________________________________________________
 GY0115  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GY0115  DYNAMIC HT  -         216.338 (meters)     709.77  (feet)  COMP
 GY0115  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 GY0115
 GY0115  VERT ORDER  -  SECOND    CLASS 0
 GY0115
 GY0115.The horizontal coordinates were scaled from a topographic map and have
 GY0115.an estimated accuracy of +/- 6 seconds.
 GY0115
 GY0115.The orthometric height was determined by differential leveling
 GY0115.and adjusted by the National Geodetic Survey in June 1991..
 GY0115
 GY0115.The geoid height was determined by GEOID03.
 GY0115
 GY0115.The dynamic height is computed by dividing the NAVD 88
 GY0115.geopotential number by the normal gravity value computed on the
 GY0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0115.degrees latitude (g = 980.6199 gals.).
 GY0115
 GY0115.The modeled gravity was interpolated from observed gravity values.
 GY0115
 GY0115;                    North         East    Units  Estimated Accuracy
 GY0115;SPC WV S     -    68,310.      497,630.      MT  (+/- 180 meters Scaled)
 GY0115
 GY0115                          SUPERSEDED SURVEY CONTROL
 GY0115
 GY0115  NGVD 29 (??/??/92)  216.726  (m)          711.04   (f) ADJ UNCH    2 0
 GY0115
 GY0115.Superseded values are not recommended for survey control.
 GY0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0115.See file dsdata.txt to determine how the superseded data were derived.
 GY0115
 GY0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB976631(NAD 83)
 GY0115_MARKER: R = RIVET
 GY0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0115_SP_SET: BRIDGE
 GY0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0115
 GY0115  HISTORY     - Date     Condition        Report By
 GY0115  HISTORY     - UNK      MONUMENTED       NWRR
 GY0115  HISTORY     - 1935     GOOD             NGS
 GY0115
 GY0115                          STATION DESCRIPTION
 GY0115
 GY0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0115'1.5 MI SE FROM MATEWAN.
 GY0115'1.5 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0115'THE STATION AT MATEWAN, MINGO COUNTY, 0.2 MILE WEST OF MILEPOST
 GY0115'N 459, AT CATENARY BRIDGE 671, IN THE TOP OF THE SOUTHEAST
 GY0115'CORNER OF THE CONCRETE BASE, 11.5 FEET NORTH OF THE NORTH RAIL,
 GY0115'AND ABOUT 1-1/2 FEET ABOVE THE LEVEL OF THE RAIL.  A STANDARD
 GY0115'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0117 ***********************************************************************
 GY0117  DESIGNATION -  RV 199
 GY0117  PID         -  GY0117
 GY0117  STATE/COUNTY-  WV/MINGO
 GY0117  USGS QUAD   -  MATEWAN (1992)
 GY0117
 GY0117                         *CURRENT SURVEY CONTROL
 GY0117  ___________________________________________________________________
 GY0117* NAD 83(1986)-  37 36 11.     (N)    082 09 19.     (W)     SCALED    
 GY0117* NAVD 88     -       216.675  (meters)     710.87   (feet)  ADJUSTED  
 GY0117  ___________________________________________________________________
 GY0117  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GY0117  DYNAMIC HT  -         216.512 (meters)     710.34  (feet)  COMP
 GY0117  MODELED GRAV-     979,871.7   (mgal)                       NAVD 88
 GY0117
 GY0117  VERT ORDER  -  SECOND    CLASS 0
 GY0117
 GY0117.The horizontal coordinates were scaled from a topographic map and have
 GY0117.an estimated accuracy of +/- 6 seconds.
 GY0117
 GY0117.The orthometric height was determined by differential leveling
 GY0117.and adjusted by the National Geodetic Survey in June 1991..
 GY0117
 GY0117.The geoid height was determined by GEOID03.
 GY0117
 GY0117.The dynamic height is computed by dividing the NAVD 88
 GY0117.geopotential number by the normal gravity value computed on the
 GY0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0117.degrees latitude (g = 980.6199 gals.).
 GY0117
 GY0117.The modeled gravity was interpolated from observed gravity values.
 GY0117
 GY0117;                    North         East    Units  Estimated Accuracy
 GY0117;SPC WV S     -    67,570.      497,990.      MT  (+/- 180 meters Scaled)
 GY0117
 GY0117                          SUPERSEDED SURVEY CONTROL
 GY0117
 GY0117  NGVD 29 (??/??/92)  216.900  (m)          711.61   (f) ADJ UNCH    2 0
 GY0117
 GY0117.Superseded values are not recommended for survey control.
 GY0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0117.See file dsdata.txt to determine how the superseded data were derived.
 GY0117
 GY0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB980624(NAD 83)
 GY0117_MARKER: R = RIVET
 GY0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0117_SP_SET: BRIDGE
 GY0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0117
 GY0117  HISTORY     - Date     Condition        Report By
 GY0117  HISTORY     - UNK      MONUMENTED       NWRR
 GY0117  HISTORY     - 1935     GOOD             NGS
 GY0117
 GY0117                          STATION DESCRIPTION
 GY0117
 GY0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0117'2.3 MI NW FROM THACKER.
 GY0117'2.3 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0117'THE STATION AT THACKER, MINGO COUNTY, AT CATENARY BRIDGE 660,
 GY0117'IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE, 11.6 FEET
 GY0117'EAST OF THE EAST RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GY0117'RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0965 ***********************************************************************
 JW0965  DESIGNATION -  RV 2
 JW0965  PID         -  JW0965
 JW0965  STATE/COUNTY-  WV/PRESTON
 JW0965  USGS QUAD   -  MASONTOWN (1976)
 JW0965
 JW0965                         *CURRENT SURVEY CONTROL
 JW0965  ___________________________________________________________________
 JW0965* NAD 83(1986)-  39 33 09.     (N)    079 48 49.     (W)     SCALED    
 JW0965* NAVD 88     -       515.774  (meters)    1692.17   (feet)  ADJUSTED  
 JW0965  ___________________________________________________________________
 JW0965  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JW0965  DYNAMIC HT  -         515.449 (meters)    1691.10  (feet)  COMP
 JW0965  MODELED GRAV-     979,979.0   (mgal)                       NAVD 88
 JW0965
 JW0965  VERT ORDER  -  SECOND    CLASS 0
 JW0965
 JW0965.The horizontal coordinates were scaled from a topographic map and have
 JW0965.an estimated accuracy of +/- 6 seconds.
 JW0965
 JW0965.The orthometric height was determined by differential leveling
 JW0965.and adjusted by the National Geodetic Survey in June 1991..
 JW0965
 JW0965.The geoid height was determined by GEOID03.
 JW0965
 JW0965.The dynamic height is computed by dividing the NAVD 88
 JW0965.geopotential number by the normal gravity value computed on the
 JW0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0965.degrees latitude (g = 980.6199 gals.).
 JW0965
 JW0965.The modeled gravity was interpolated from observed gravity values.
 JW0965
 JW0965;                    North         East    Units  Estimated Accuracy
 JW0965;SPC WV N     -   116,890.      573,050.      MT  (+/- 180 meters Scaled)
 JW0965
 JW0965                          SUPERSEDED SURVEY CONTROL
 JW0965
 JW0965  NGVD 29 (??/??/92)  515.891  (m)         1692.55   (f) ADJ UNCH    2 0
 JW0965
 JW0965.Superseded values are not recommended for survey control.
 JW0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0965.See file dsdata.txt to determine how the superseded data were derived.
 JW0965
 JW0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD019787(NAD 83)
 JW0965_MARKER: R = RIVET
 JW0965_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0965_SP_SET: BRIDGE
 JW0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0965
 JW0965  HISTORY     - Date     Condition        Report By
 JW0965  HISTORY     - UNK      MONUMENTED       BORR
 JW0965  HISTORY     - 1935     GOOD             NGS
 JW0965
 JW0965                          STATION DESCRIPTION
 JW0965
 JW0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0965'0.7 MI SE FROM MASONTOWN.
 JW0965'0.7 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0965'STATION AT MASONTOWN, PRESTON COUNTY, ABOUT 100 FEET SOUTH OF
 JW0965'MILEAGE SIGN 14.5, AT BRIDGE 14, AND IN THE TOP OF THE SOUTHEAST
 JW0965'ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0846 ***********************************************************************
 KY0846  DESIGNATION -  RV 2
 KY0846  PID         -  KY0846
 KY0846  STATE/COUNTY-  WV/OHIO
 KY0846  USGS QUAD   -  WHEELING (1994)
 KY0846
 KY0846                         *CURRENT SURVEY CONTROL
 KY0846  ___________________________________________________________________
 KY0846* NAD 83(1986)-  40 04 10.     (N)    080 41 53.     (W)     SCALED    
 KY0846* NAVD 88     -       204.88   (+/-2cm)     672.2    (feet)  VERTCON   
 KY0846  ___________________________________________________________________
 KY0846  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY0846
 KY0846  VERT ORDER  -  ? (See Below)
 KY0846
 KY0846.The horizontal coordinates were scaled from a topographic map and have
 KY0846.an estimated accuracy of +/- 6 seconds.
 KY0846
 KY0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0846.The vertical order pertains to the NGVD 29 superseded value.
 KY0846
 KY0846.The geoid height was determined by GEOID03.
 KY0846
 KY0846;                    North         East    Units  Estimated Accuracy
 KY0846;SPC WV N     -   174,920.      497,800.      MT  (+/- 180 meters Scaled)
 KY0846
 KY0846                          SUPERSEDED SURVEY CONTROL
 KY0846
 KY0846  NGVD 29 (??/??/92)  205.031  (m)          672.67   (f) ADJ UNCH    ?  
 KY0846
 KY0846.Superseded values are not recommended for survey control.
 KY0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0846.See file dsdata.txt to determine how the superseded data were derived.
 KY0846
 KY0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE257355(NAD 83)
 KY0846_MARKER: R = RIVET
 KY0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0846_SP_SET: OVERPASS
 KY0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0846
 KY0846  HISTORY     - Date     Condition        Report By
 KY0846  HISTORY     - UNK      MONUMENTED       BORR
 KY0846  HISTORY     - 1957     MARK NOT FOUND   NGS
 KY0846  HISTORY     - 1957     MARK NOT FOUND   NGS
 KY0846
 KY0846                          STATION DESCRIPTION
 KY0846
 KY0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0846'1.9 MI NE FROM WHEELING.
 KY0846'1.9 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0846'THE STATION AT WHEELING, OHIO COUNTY, AT CONCRETE OVERPASS
 KY0846'188-1/2, IN THE TOP OF THE SOUTHEAST CORNER, AND 7 FEET EAST OF
 KY0846'THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
 KY0846
 KY0846                          STATION RECOVERY (1957)
 KY0846
 KY0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KY0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0844 ***********************************************************************
 JW0844  DESIGNATION -  RV 2
 JW0844  PID         -  JW0844
 JW0844  STATE/COUNTY-  WV/TAYLOR
 JW0844  USGS QUAD   -  THORNTON (1976)
 JW0844
 JW0844                         *CURRENT SURVEY CONTROL
 JW0844  ___________________________________________________________________
 JW0844* NAD 83(1986)-  39 15 58.     (N)    079 57 03.     (W)     SCALED    
 JW0844* NAVD 88     -       315.509  (meters)    1035.13   (feet)  ADJUSTED  
 JW0844  ___________________________________________________________________
 JW0844  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JW0844  DYNAMIC HT  -         315.302 (meters)    1034.45  (feet)  COMP
 JW0844  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 JW0844
 JW0844  VERT ORDER  -  FIRST     CLASS II
 JW0844
 JW0844.The horizontal coordinates were scaled from a topographic map and have
 JW0844.an estimated accuracy of +/- 6 seconds.
 JW0844
 JW0844.The orthometric height was determined by differential leveling
 JW0844.and adjusted by the National Geodetic Survey in June 1991..
 JW0844
 JW0844.The geoid height was determined by GEOID03.
 JW0844
 JW0844.The dynamic height is computed by dividing the NAVD 88
 JW0844.geopotential number by the normal gravity value computed on the
 JW0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0844.degrees latitude (g = 980.6199 gals.).
 JW0844
 JW0844.The modeled gravity was interpolated from observed gravity values.
 JW0844
 JW0844;                    North         East    Units  Estimated Accuracy
 JW0844;SPC WV N     -    85,150.      561,090.      MT  (+/- 180 meters Scaled)
 JW0844
 JW0844                          SUPERSEDED SURVEY CONTROL
 JW0844
 JW0844  NGVD 29 (??/??/92)  315.693  (m)         1035.74   (f) ADJ UNCH    1 2
 JW0844
 JW0844.Superseded values are not recommended for survey control.
 JW0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0844.See file dsdata.txt to determine how the superseded data were derived.
 JW0844
 JW0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND905468(NAD 83)
 JW0844_MARKER: R = RIVET
 JW0844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0844_SP_SET: BRIDGE
 JW0844_STAMPING: RV 2
 JW0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0844
 JW0844  HISTORY     - Date     Condition        Report By
 JW0844  HISTORY     - UNK      MONUMENTED       BORR
 JW0844  HISTORY     - 1957     MARK NOT FOUND   NGS
 JW0844
 JW0844                          STATION DESCRIPTION
 JW0844
 JW0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JW0844'8.8 MI SE FROM GRAFTON.
 JW0844'8.8 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0844'THE STATION AT GRAFTON, TAYLOR COUNTY, ABOUT 250 YARDS NORTH OF
 JW0844'THE FLAG STATION AT SANDY, AT BRIDGE 8 A, IN THE TOP OF THE WEST
 JW0844'END OF THE NORTH ABUTMENT, ABOUT 3 YARDS WEST OF THE CENTER LINE
 JW0844'OF THE TRACK, AND 1 FOOT LOWER THAN THE RAIL.  A STANDARD MONEL-METAL
 JW0844'RIVET.  NOTE-- SUBMERGED IN TYGART RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0735 ***********************************************************************
 JW0735  DESIGNATION -  RV 2
 JW0735  PID         -  JW0735
 JW0735  STATE/COUNTY-  WV/MINERAL
 JW0735  USGS QUAD   -  WESTERNPORT (1981)
 JW0735
 JW0735                         *CURRENT SURVEY CONTROL
 JW0735  ___________________________________________________________________
 JW0735* NAD 83(1986)-  39 28 03.     (N)    079 05 44.     (W)     SCALED    
 JW0735* NAVD 88     -       328.169  (meters)    1076.67   (feet)  ADJUSTED  
 JW0735  ___________________________________________________________________
 JW0735  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JW0735  DYNAMIC HT  -         327.945 (meters)    1075.93  (feet)  COMP
 JW0735  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 JW0735
 JW0735  VERT ORDER  -  SECOND    CLASS 0
 JW0735
 JW0735.The horizontal coordinates were scaled from a topographic map and have
 JW0735.an estimated accuracy of +/- 6 seconds.
 JW0735
 JW0735.The orthometric height was determined by differential leveling
 JW0735.and adjusted by the National Geodetic Survey in June 1991..
 JW0735
 JW0735.The geoid height was determined by GEOID03.
 JW0735
 JW0735.The dynamic height is computed by dividing the NAVD 88
 JW0735.geopotential number by the normal gravity value computed on the
 JW0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0735.degrees latitude (g = 980.6199 gals.).
 JW0735
 JW0735.The modeled gravity was interpolated from observed gravity values.
 JW0735
 JW0735;                    North         East    Units  Estimated Accuracy
 JW0735;SPC WV N     -   107,490.      634,800.      MT  (+/- 180 meters Scaled)
 JW0735
 JW0735                          SUPERSEDED SURVEY CONTROL
 JW0735
 JW0735  NGVD 29 (??/??/92)  328.334  (m)         1077.21   (f) ADJ UNCH    2 0
 JW0735
 JW0735.Superseded values are not recommended for survey control.
 JW0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0735.See file dsdata.txt to determine how the superseded data were derived.
 JW0735
 JW0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD638703(NAD 83)
 JW0735_MARKER: R = RIVET
 JW0735_SETTING: 80 = SET IN A BOULDER
 JW0735_SP_SET: BOULDER
 JW0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0735+STABILITY: SURFACE MOTION
 JW0735
 JW0735  HISTORY     - Date     Condition        Report By
 JW0735  HISTORY     - UNK      MONUMENTED       WMRR
 JW0735  HISTORY     - 1935     GOOD             NGS
 JW0735
 JW0735                          STATION DESCRIPTION
 JW0735
 JW0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0735'3 MI N FROM BARNUM.
 JW0735'3.0 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0735'STATION AT BARNUM, MINERAL COUNTY, 0.2 MILE NORTH OF MILEPOST
 JW0735'C 32, 12 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, IN THE
 JW0735'TOP OF A BOULDER ON A ROCK CLIFF, AND 2-1/2 FEET ABOVE THE LEVEL
 JW0735'OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0774 ***********************************************************************
 JW0774  DESIGNATION -  RV 20
 JW0774  PID         -  JW0774
 JW0774  STATE/COUNTY-  WV/GRANT
 JW0774  USGS QUAD   -  DAVIS (1995)
 JW0774
 JW0774                         *CURRENT SURVEY CONTROL
 JW0774  ___________________________________________________________________
 JW0774* NAD 83(1986)-  39 12 26.     (N)    079 27 50.     (W)     SCALED    
 JW0774* NAVD 88     -       865.486  (meters)    2839.52   (feet)  ADJUSTED  
 JW0774  ___________________________________________________________________
 JW0774  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JW0774  DYNAMIC HT  -         864.857 (meters)    2837.45  (feet)  COMP
 JW0774  MODELED GRAV-     979,871.0   (mgal)                       NAVD 88
 JW0774
 JW0774  VERT ORDER  -  SECOND    CLASS 0
 JW0774
 JW0774.The horizontal coordinates were scaled from a topographic map and have
 JW0774.an estimated accuracy of +/- 6 seconds.
 JW0774
 JW0774.The orthometric height was determined by differential leveling
 JW0774.and adjusted by the National Geodetic Survey in June 1991..
 JW0774
 JW0774.The geoid height was determined by GEOID03.
 JW0774
 JW0774.The dynamic height is computed by dividing the NAVD 88
 JW0774.geopotential number by the normal gravity value computed on the
 JW0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0774.degrees latitude (g = 980.6199 gals.).
 JW0774
 JW0774.The modeled gravity was interpolated from observed gravity values.
 JW0774
 JW0774;                    North         East    Units  Estimated Accuracy
 JW0774;SPC WV N     -    78,510.      603,120.      MT  (+/- 180 meters Scaled)
 JW0774
 JW0774                          SUPERSEDED SURVEY CONTROL
 JW0774
 JW0774  NGVD 29 (??/??/92)  865.591  (m)         2839.86   (f) ADJ UNCH    2 0
 JW0774
 JW0774.Superseded values are not recommended for survey control.
 JW0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0774.See file dsdata.txt to determine how the superseded data were derived.
 JW0774
 JW0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD326408(NAD 83)
 JW0774_MARKER: R = RIVET
 JW0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0774_SP_SET: CULVERT
 JW0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0774
 JW0774  HISTORY     - Date     Condition        Report By
 JW0774  HISTORY     - UNK      MONUMENTED       WMRR
 JW0774  HISTORY     - 1935     GOOD             NGS
 JW0774
 JW0774                          STATION DESCRIPTION
 JW0774
 JW0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0774'0.7 MI N FROM BEECHWOOD.
 JW0774'0.7 MILE NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0774'STATION AT BEECHWOOD, GRANT COUNTY, 0.3 MILE SOUTHWEST OF MILEPOST
 JW0774'C 70, AT A STONE CULVERT, IN THE TOP OF THE SOUTH HEADWALL, 24
 JW0774'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 6 FEET LOWER
 JW0774'THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1925 ***********************************************************************
 HW1925  DESIGNATION -  RV 20
 HW1925  PID         -  HW1925
 HW1925  STATE/COUNTY-  WV/POCAHONTAS
 HW1925  USGS QUAD   -  WILDELL (1995)
 HW1925
 HW1925                         *CURRENT SURVEY CONTROL
 HW1925  ___________________________________________________________________
 HW1925* NAD 83(1986)-  38 43 03.     (N)    079 46 33.     (W)     SCALED    
 HW1925* NAVD 88     -       936.418  (meters)    3072.23   (feet)  POSTED    
 HW1925  ___________________________________________________________________
 HW1925  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HW1925  DYNAMIC HT  -         935.690 (meters)    3069.84  (feet)  COMP
 HW1925  MODELED GRAV-     979,812.9   (mgal)                       NAVD 88
 HW1925
 HW1925  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HW1925
 HW1925.The horizontal coordinates were scaled from a topographic map and have
 HW1925.an estimated accuracy of +/- 6 seconds.
 HW1925
 HW1925.The orthometric height was determined by differential leveling
 HW1925.and adjusted by the National Geodetic Survey in 1992..
 HW1925.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HW1925.rate of 2.1 thru 3.0 mm/km.
 HW1925
 HW1925.The geoid height was determined by GEOID03.
 HW1925
 HW1925.The dynamic height is computed by dividing the NAVD 88
 HW1925.geopotential number by the normal gravity value computed on the
 HW1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1925.degrees latitude (g = 980.6199 gals.).
 HW1925
 HW1925.The modeled gravity was interpolated from observed gravity values.
 HW1925
 HW1925;                    North         East    Units  Estimated Accuracy
 HW1925;SPC WV S     -   191,330.      706,460.      MT  (+/- 180 meters Scaled)
 HW1925
 HW1925                          SUPERSEDED SURVEY CONTROL
 HW1925
 HW1925  NGVD 29 (??/??/92)  936.534  (m)         3072.61   (f) ADJ UNCH    1 2
 HW1925
 HW1925.Superseded values are not recommended for survey control.
 HW1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1925.See file dsdata.txt to determine how the superseded data were derived.
 HW1925
 HW1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC064861(NAD 83)
 HW1925_MARKER: R = RIVET
 HW1925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1925_SP_SET: CULVERT
 HW1925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1925
 HW1925  HISTORY     - Date     Condition        Report By
 HW1925  HISTORY     - UNK      MONUMENTED       WMRR
 HW1925  HISTORY     - 1933     GOOD             NGS
 HW1925  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1925
 HW1925                          STATION DESCRIPTION
 HW1925
 HW1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1925'6.3 MI S FROM GLADY.
 HW1925'IN POCAHONTAS COUNTY, 6.3 MILES SOUTH ALONG THE WESTERN MARYLAND
 HW1925'RAILWAY FROM THE STATION AT GLADY, RANDOLPH COUNTY, 1/2 MILE
 HW1925'NORTH OF THE STATION AT WILDELL, 30 YARDS NORTH OF A WATER
 HW1925'TANK, AT A CULVERT, AT THE SOUTH ABUTMENT, IN THE TOP OF THE
 HW1925'SECOND STEP FROM THE TOP OF THE EAST WING WALL, 3 YARDS EAST
 HW1925'OF THE CENTERLINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE
 HW1925'TRACK.  A STANDARD MONEL-METAL RIVET.
 HW1925
 HW1925                          STATION RECOVERY (1983)
 HW1925
 HW1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0118 ***********************************************************************
 GY0118  DESIGNATION -  RV 200
 GY0118  PID         -  GY0118
 GY0118  STATE/COUNTY-  WV/MINGO
 GY0118  USGS QUAD   -  MATEWAN (1992)
 GY0118
 GY0118                         *CURRENT SURVEY CONTROL
 GY0118  ___________________________________________________________________
 GY0118* NAD 83(1986)-  37 35 40.     (N)    082 09 21.     (W)     SCALED    
 GY0118* NAVD 88     -       217.252  (meters)     712.77   (feet)  ADJUSTED  
 GY0118  ___________________________________________________________________
 GY0118  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GY0118  DYNAMIC HT  -         217.087 (meters)     712.23  (feet)  COMP
 GY0118  MODELED GRAV-     979,868.9   (mgal)                       NAVD 88
 GY0118
 GY0118  VERT ORDER  -  SECOND    CLASS 0
 GY0118
 GY0118.The horizontal coordinates were scaled from a topographic map and have
 GY0118.an estimated accuracy of +/- 6 seconds.
 GY0118
 GY0118.The orthometric height was determined by differential leveling
 GY0118.and adjusted by the National Geodetic Survey in June 1991..
 GY0118
 GY0118.The geoid height was determined by GEOID03.
 GY0118
 GY0118.The dynamic height is computed by dividing the NAVD 88
 GY0118.geopotential number by the normal gravity value computed on the
 GY0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0118.degrees latitude (g = 980.6199 gals.).
 GY0118
 GY0118.The modeled gravity was interpolated from observed gravity values.
 GY0118
 GY0118;                    North         East    Units  Estimated Accuracy
 GY0118;SPC WV S     -    66,610.      497,930.      MT  (+/- 180 meters Scaled)
 GY0118
 GY0118                          SUPERSEDED SURVEY CONTROL
 GY0118
 GY0118  NGVD 29 (??/??/92)  217.475  (m)          713.50   (f) ADJ UNCH    2 0
 GY0118
 GY0118.Superseded values are not recommended for survey control.
 GY0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0118.See file dsdata.txt to determine how the superseded data were derived.
 GY0118
 GY0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB979614(NAD 83)
 GY0118_MARKER: R = RIVET
 GY0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0118_SP_SET: BRIDGE
 GY0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0118
 GY0118  HISTORY     - Date     Condition        Report By
 GY0118  HISTORY     - UNK      MONUMENTED       NWRR
 GY0118  HISTORY     - 1935     GOOD             NGS
 GY0118
 GY0118                          STATION DESCRIPTION
 GY0118
 GY0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0118'1.7 MI NW FROM THACKER.
 GY0118'1.7 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0118'THE STATION AT THACKER, MINGO COUNTY, 13 RAILS SOUTH OF MILEPOST
 GY0118'N 458, AT CATENARY BRIDGE 649, IN THE TOP OF THE SOUTHWEST
 GY0118'CORNER OF THE CONCRETE BASE, 11.6 FEET EAST OF THE EAST RAIL, AND
 GY0118'ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL
 GY0118'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0119 ***********************************************************************
 GY0119  DESIGNATION -  RV 201
 GY0119  PID         -  GY0119
 GY0119  STATE/COUNTY-  WV/MINGO
 GY0119  USGS QUAD   -  MATEWAN (1992)
 GY0119
 GY0119                         *CURRENT SURVEY CONTROL
 GY0119  ___________________________________________________________________
 GY0119* NAD 83(1986)-  37 35 36.     (N)    082 08 48.     (W)     SCALED    
 GY0119* NAVD 88     -       218.341  (meters)     716.34   (feet)  ADJUSTED  
 GY0119  ___________________________________________________________________
 GY0119  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GY0119  DYNAMIC HT  -         218.176 (meters)     715.80  (feet)  COMP
 GY0119  MODELED GRAV-     979,869.4   (mgal)                       NAVD 88
 GY0119
 GY0119  VERT ORDER  -  SECOND    CLASS 0
 GY0119
 GY0119.The horizontal coordinates were scaled from a topographic map and have
 GY0119.an estimated accuracy of +/- 6 seconds.
 GY0119
 GY0119.The orthometric height was determined by differential leveling
 GY0119.and adjusted by the National Geodetic Survey in June 1991..
 GY0119
 GY0119.The geoid height was determined by GEOID03.
 GY0119
 GY0119.The dynamic height is computed by dividing the NAVD 88
 GY0119.geopotential number by the normal gravity value computed on the
 GY0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0119.degrees latitude (g = 980.6199 gals.).
 GY0119
 GY0119.The modeled gravity was interpolated from observed gravity values.
 GY0119
 GY0119;                    North         East    Units  Estimated Accuracy
 GY0119;SPC WV S     -    66,480.      498,740.      MT  (+/- 180 meters Scaled)
 GY0119
 GY0119                          SUPERSEDED SURVEY CONTROL
 GY0119
 GY0119  NGVD 29 (??/??/92)  218.563  (m)          717.07   (f) ADJ UNCH    2 0
 GY0119
 GY0119.Superseded values are not recommended for survey control.
 GY0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0119.See file dsdata.txt to determine how the superseded data were derived.
 GY0119
 GY0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB987613(NAD 83)
 GY0119_MARKER: R = RIVET
 GY0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0119_SP_SET: BRIDGE
 GY0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0119
 GY0119  HISTORY     - Date     Condition        Report By
 GY0119  HISTORY     - UNK      MONUMENTED       NWRR
 GY0119  HISTORY     - 1935     GOOD             NGS
 GY0119
 GY0119                          STATION DESCRIPTION
 GY0119
 GY0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0119'0.9 MI NW FROM THACKER.
 GY0119'0.9 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0119'THE STATION AT THACKER, MINGO COUNTY, 0.3 MILE NORTHWEST OF
 GY0119'MILEPOST N 457, AT CATENARY BRIDGE 637, IN THE TOP OF THE
 GY0119'SOUTHEAST CORNER OF THE CONCRETE BASE, 24 FEET EAST OF A CONCRETE
 GY0119'CULVERT, 11.7 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT
 GY0119'ABOVE THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0122 ***********************************************************************
 GY0122  DESIGNATION -  RV 204
 GY0122  PID         -  GY0122
 GY0122  STATE/COUNTY-  WV/MINGO
 GY0122  USGS QUAD   -  MAJESTIC (1977)
 GY0122
 GY0122                         *CURRENT SURVEY CONTROL
 GY0122  ___________________________________________________________________
 GY0122* NAD 83(1986)-  37 34 45.     (N)    082 07 26.     (W)     SCALED    
 GY0122* NAVD 88     -       219.995  (meters)     721.77   (feet)  ADJUSTED  
 GY0122  ___________________________________________________________________
 GY0122  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GY0122  DYNAMIC HT  -         219.828 (meters)     721.22  (feet)  COMP
 GY0122  MODELED GRAV-     979,866.2   (mgal)                       NAVD 88
 GY0122
 GY0122  VERT ORDER  -  SECOND    CLASS 0
 GY0122
 GY0122.The horizontal coordinates were scaled from a topographic map and have
 GY0122.an estimated accuracy of +/- 6 seconds.
 GY0122
 GY0122.The orthometric height was determined by differential leveling
 GY0122.and adjusted by the National Geodetic Survey in June 1991..
 GY0122
 GY0122.The geoid height was determined by GEOID03.
 GY0122
 GY0122.The dynamic height is computed by dividing the NAVD 88
 GY0122.geopotential number by the normal gravity value computed on the
 GY0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0122.degrees latitude (g = 980.6199 gals.).
 GY0122
 GY0122.The modeled gravity was interpolated from observed gravity values.
 GY0122
 GY0122;                    North         East    Units  Estimated Accuracy
 GY0122;SPC WV S     -    64,880.      500,730.      MT  (+/- 180 meters Scaled)
 GY0122
 GY0122                          SUPERSEDED SURVEY CONTROL
 GY0122
 GY0122  NGVD 29 (??/??/92)  220.215  (m)          722.49   (f) ADJ UNCH    2 0
 GY0122
 GY0122.Superseded values are not recommended for survey control.
 GY0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0122.See file dsdata.txt to determine how the superseded data were derived.
 GY0122
 GY0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB007597(NAD 83)
 GY0122_MARKER: R = RIVET
 GY0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0122_SP_SET: BRIDGE
 GY0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0122
 GY0122  HISTORY     - Date     Condition        Report By
 GY0122  HISTORY     - UNK      MONUMENTED       NWRR
 GY0122  HISTORY     - 1935     GOOD             NGS
 GY0122
 GY0122                          STATION DESCRIPTION
 GY0122
 GY0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0122'1.5 MI N FROM DELORME.
 GY0122'1.5 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0122'STATION AT DELORME, MINGO COUNTY, 0.2 MILE NORTH OF MILEPOST
 GY0122'N 455, 25 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 49, AT
 GY0122'BRIDGE 926, IN THE TOP OF THE EAST CORNER OF THE SOUTH ABUTMENT,
 GY0122'10.3 FEET EAST OF THE EAST RAIL, AND LEVEL WITH THE RAIL.
 GY0122'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0123 ***********************************************************************
 GY0123  DESIGNATION -  RV 205
 GY0123  PID         -  GY0123
 GY0123  STATE/COUNTY-  WV/MINGO
 GY0123  USGS QUAD   -  MATEWAN (1992)
 GY0123
 GY0123                         *CURRENT SURVEY CONTROL
 GY0123  ___________________________________________________________________
 GY0123* NAD 83(1986)-  37 34 21.     (N)    082 07 37.     (W)     SCALED    
 GY0123* NAVD 88     -       220.139  (meters)     722.24   (feet)  ADJUSTED  
 GY0123  ___________________________________________________________________
 GY0123  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GY0123  DYNAMIC HT  -         219.972 (meters)     721.69  (feet)  COMP
 GY0123  MODELED GRAV-     979,865.7   (mgal)                       NAVD 88
 GY0123
 GY0123  VERT ORDER  -  SECOND    CLASS 0
 GY0123
 GY0123.The horizontal coordinates were scaled from a topographic map and have
 GY0123.an estimated accuracy of +/- 6 seconds.
 GY0123
 GY0123.The orthometric height was determined by differential leveling
 GY0123.and adjusted by the National Geodetic Survey in June 1991..
 GY0123
 GY0123.The geoid height was determined by GEOID03.
 GY0123
 GY0123.The dynamic height is computed by dividing the NAVD 88
 GY0123.geopotential number by the normal gravity value computed on the
 GY0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0123.degrees latitude (g = 980.6199 gals.).
 GY0123
 GY0123.The modeled gravity was interpolated from observed gravity values.
 GY0123
 GY0123;                    North         East    Units  Estimated Accuracy
 GY0123;SPC WV S     -    64,150.      500,450.      MT  (+/- 180 meters Scaled)
 GY0123
 GY0123                          SUPERSEDED SURVEY CONTROL
 GY0123
 GY0123  NGVD 29 (??/??/92)  220.359  (m)          722.96   (f) ADJ UNCH    2 0
 GY0123
 GY0123.Superseded values are not recommended for survey control.
 GY0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0123.See file dsdata.txt to determine how the superseded data were derived.
 GY0123
 GY0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB004589(NAD 83)
 GY0123_MARKER: R = RIVET
 GY0123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0123_SP_SET: FOUNDATION
 GY0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0123
 GY0123  HISTORY     - Date     Condition        Report By
 GY0123  HISTORY     - UNK      MONUMENTED       NWRR
 GY0123  HISTORY     - 1952     GOOD             NGS
 GY0123
 GY0123                          STATION DESCRIPTION
 GY0123
 GY0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY0123'1 MI NE FROM DELORME.
 GY0123'RECOVERED AS DESCRIBED-- 1.0 MILE NORTHEAST ALONG THE NORFOLK
 GY0123'AND WESTERN RAILWAY FROM THE STATION AT DELORME, 0.3 MILE
 GY0123'SOUTHWEST OF MILEPOST N 455, 75 YARDS WEST OF A COAL-MINE ELEVATOR,
 GY0123'20 FEET NORTHEAST OF A DRAINAGE DITCH, 62.5 FEET NORTHWEST OF
 GY0123'THE NORTHWEST RAIL, AT AN OLD WATER TANK, IN THE TOP OF THE
 GY0123'NORTHEAST CORNER OF THE CONCRETE FOUNDATION, 1 FOOT FROM THE
 GY0123'CORNER AND ABOUT 2 FEET BELOW THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0127 ***********************************************************************
 GY0127  DESIGNATION -  RV 209
 GY0127  PID         -  GY0127
 GY0127  STATE/COUNTY-  WV/MINGO
 GY0127  USGS QUAD   -  MATEWAN (1992)
 GY0127
 GY0127                         *CURRENT SURVEY CONTROL
 GY0127  ___________________________________________________________________
 GY0127* NAD 83(1986)-  37 33 21.     (N)    082 08 02.     (W)     SCALED    
 GY0127* NAVD 88     -       222.407  (meters)     729.68   (feet)  ADJUSTED  
 GY0127  ___________________________________________________________________
 GY0127  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 GY0127  DYNAMIC HT  -         222.237 (meters)     729.12  (feet)  COMP
 GY0127  MODELED GRAV-     979,861.4   (mgal)                       NAVD 88
 GY0127
 GY0127  VERT ORDER  -  SECOND    CLASS 0
 GY0127
 GY0127.The horizontal coordinates were scaled from a topographic map and have
 GY0127.an estimated accuracy of +/- 6 seconds.
 GY0127
 GY0127.The orthometric height was determined by differential leveling
 GY0127.and adjusted by the National Geodetic Survey in June 1991..
 GY0127
 GY0127.The geoid height was determined by GEOID03.
 GY0127
 GY0127.The dynamic height is computed by dividing the NAVD 88
 GY0127.geopotential number by the normal gravity value computed on the
 GY0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0127.degrees latitude (g = 980.6199 gals.).
 GY0127
 GY0127.The modeled gravity was interpolated from observed gravity values.
 GY0127
 GY0127;                    North         East    Units  Estimated Accuracy
 GY0127;SPC WV S     -    62,300.      499,810.      MT  (+/- 180 meters Scaled)
 GY0127
 GY0127                          SUPERSEDED SURVEY CONTROL
 GY0127
 GY0127  NGVD 29 (??/??/92)  222.624  (m)          730.39   (f) ADJ UNCH    2 0
 GY0127
 GY0127.Superseded values are not recommended for survey control.
 GY0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0127.See file dsdata.txt to determine how the superseded data were derived.
 GY0127
 GY0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB998571(NAD 83)
 GY0127_MARKER: R = RIVET
 GY0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0127_SP_SET: CULVERT
 GY0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0127
 GY0127  HISTORY     - Date     Condition        Report By
 GY0127  HISTORY     - UNK      MONUMENTED       NWRR
 GY0127  HISTORY     - 1935     GOOD             NGS
 GY0127
 GY0127                          STATION DESCRIPTION
 GY0127
 GY0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0127'0.5 MI N FROM VULCAN.
 GY0127'0.5 MILE NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0127'STATION AT VULCAN, MINGO COUNTY, 0.4 MILE SOUTH MILEPOST N 453,
 GY0127'40 FEET EAST OF POLE 452-20-E 4, AT A CONCRETE CULVERT, IN THE
 GY0127'TOP OF THE EAST HEADWALL, 17.4 FEET EAST OF THE EAST RAIL,
 GY0127'AND ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL.  A STANDARD
 GY0127'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0775 ***********************************************************************
 JW0775  DESIGNATION -  RV 21
 JW0775  PID         -  JW0775
 JW0775  STATE/COUNTY-  WV/GRANT
 JW0775  USGS QUAD   -  DAVIS (1995)
 JW0775
 JW0775                         *CURRENT SURVEY CONTROL
 JW0775  ___________________________________________________________________
 JW0775* NAD 83(1986)-  39 11 58.     (N)    079 28 04.     (W)     SCALED    
 JW0775* NAVD 88     -       881.702  (meters)    2892.72   (feet)  ADJUSTED  
 JW0775  ___________________________________________________________________
 JW0775  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JW0775  DYNAMIC HT  -         881.058 (meters)    2890.60  (feet)  COMP
 JW0775  MODELED GRAV-     979,867.0   (mgal)                       NAVD 88
 JW0775
 JW0775  VERT ORDER  -  SECOND    CLASS 0
 JW0775
 JW0775.The horizontal coordinates were scaled from a topographic map and have
 JW0775.an estimated accuracy of +/- 6 seconds.
 JW0775
 JW0775.The orthometric height was determined by differential leveling
 JW0775.and adjusted by the National Geodetic Survey in June 1991..
 JW0775
 JW0775.The geoid height was determined by GEOID03.
 JW0775
 JW0775.The dynamic height is computed by dividing the NAVD 88
 JW0775.geopotential number by the normal gravity value computed on the
 JW0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0775.degrees latitude (g = 980.6199 gals.).
 JW0775
 JW0775.The modeled gravity was interpolated from observed gravity values.
 JW0775
 JW0775;                    North         East    Units  Estimated Accuracy
 JW0775;SPC WV N     -    77,650.      602,780.      MT  (+/- 180 meters Scaled)
 JW0775
 JW0775                          SUPERSEDED SURVEY CONTROL
 JW0775
 JW0775  NGVD 29 (??/??/92)  881.805  (m)         2893.06   (f) ADJ UNCH    2 0
 JW0775
 JW0775.Superseded values are not recommended for survey control.
 JW0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0775.See file dsdata.txt to determine how the superseded data were derived.
 JW0775
 JW0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD323400(NAD 83)
 JW0775_MARKER: R = RIVET
 JW0775_SETTING: 80 = SET IN A BOULDER
 JW0775_SP_SET: BOULDER
 JW0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0775+STABILITY: SURFACE MOTION
 JW0775
 JW0775  HISTORY     - Date     Condition        Report By
 JW0775  HISTORY     - UNK      MONUMENTED       WMRR
 JW0775  HISTORY     - 1935     GOOD             NGS
 JW0775
 JW0775                          STATION DESCRIPTION
 JW0775
 JW0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0775'AT BEECHWOOD.
 JW0775'AT BEECHWOOD, GRANT COUNTY, ON THE WESTERN MARYLAND RAILWAY, 45
 JW0775'FEET WEST OF THE STATION, 121 FEET NORTH OF MILEPOST C 71, 20 FEET
 JW0775'WEST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A ROCK BOULDER,
 JW0775'AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.  A STANDARD MONEL-METAL
 JW0775'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1927 ***********************************************************************
 HW1927  DESIGNATION -  RV 21
 HW1927  PID         -  HW1927
 HW1927  STATE/COUNTY-  WV/POCAHONTAS
 HW1927  USGS QUAD   -  WILDELL (1995)
 HW1927
 HW1927                         *CURRENT SURVEY CONTROL
 HW1927  ___________________________________________________________________
 HW1927* NAD 83(1986)-  38 42 23.     (N)    079 47 11.     (W)     SCALED    
 HW1927* NAVD 88     -       926.607  (meters)    3040.04   (feet)  POSTED    
 HW1927  ___________________________________________________________________
 HW1927  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HW1927  DYNAMIC HT  -         925.880 (meters)    3037.66  (feet)  COMP
 HW1927  MODELED GRAV-     979,811.4   (mgal)                       NAVD 88
 HW1927
 HW1927  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HW1927
 HW1927.The horizontal coordinates were scaled from a topographic map and have
 HW1927.an estimated accuracy of +/- 6 seconds.
 HW1927
 HW1927.The orthometric height was determined by differential leveling
 HW1927.and adjusted by the National Geodetic Survey in 1992..
 HW1927.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HW1927.rate of 2.1 thru 3.0 mm/km.
 HW1927
 HW1927.The geoid height was determined by GEOID03.
 HW1927
 HW1927.The dynamic height is computed by dividing the NAVD 88
 HW1927.geopotential number by the normal gravity value computed on the
 HW1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1927.degrees latitude (g = 980.6199 gals.).
 HW1927
 HW1927.The modeled gravity was interpolated from observed gravity values.
 HW1927
 HW1927;                    North         East    Units  Estimated Accuracy
 HW1927;SPC WV S     -   190,090.      705,560.      MT  (+/- 180 meters Scaled)
 HW1927
 HW1927                          SUPERSEDED SURVEY CONTROL
 HW1927
 HW1927  NGVD 29 (??/??/92)  926.720  (m)         3040.41   (f) ADJ UNCH    1 2
 HW1927
 HW1927.Superseded values are not recommended for survey control.
 HW1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1927.See file dsdata.txt to determine how the superseded data were derived.
 HW1927
 HW1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC055848(NAD 83)
 HW1927_MARKER: R = RIVET
 HW1927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1927_SP_SET: BRIDGE
 HW1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1927
 HW1927  HISTORY     - Date     Condition        Report By
 HW1927  HISTORY     - UNK      MONUMENTED       WMRR
 HW1927  HISTORY     - 1933     GOOD             NGS
 HW1927  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1927
 HW1927                          STATION DESCRIPTION
 HW1927
 HW1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1927'7.4 MI SW FROM GLADY.
 HW1927'IN POCAHONTAS COUNTY, 7.4 MILES SOUTHWEST ALONG THE WESTERN
 HW1927'MARYLAND RAILWAY FROM THE STATION AT GLADY, RANDOLPH COUNTY,
 HW1927'20 RAILS NORTHEAST OF MILEPOST E 32, AT A BRIDGE OVER A SMALL
 HW1927'BROOK, IN THE TOP OF THE WEST WING WALL OF THE SOUTH ABUTMENT,
 HW1927'3 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET
 HW1927'LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 HW1927
 HW1927                          STATION RECOVERY (1983)
 HW1927
 HW1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0128 ***********************************************************************
 GY0128  DESIGNATION -  RV 210
 GY0128  PID         -  GY0128
 GY0128  STATE/COUNTY-  WV/MINGO
 GY0128  USGS QUAD   -  MATEWAN (1992)
 GY0128
 GY0128                         *CURRENT SURVEY CONTROL
 GY0128  ___________________________________________________________________
 GY0128* NAD 83(1986)-  37 33 08.     (N)    082 07 35.     (W)     SCALED    
 GY0128* NAVD 88     -       225.180  (meters)     738.78   (feet)  ADJUSTED  
 GY0128  ___________________________________________________________________
 GY0128  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY0128  DYNAMIC HT  -         225.008 (meters)     738.21  (feet)  COMP
 GY0128  MODELED GRAV-     979,860.0   (mgal)                       NAVD 88
 GY0128
 GY0128  VERT ORDER  -  SECOND    CLASS 0
 GY0128
 GY0128.The horizontal coordinates were scaled from a topographic map and have
 GY0128.an estimated accuracy of +/- 6 seconds.
 GY0128
 GY0128.The orthometric height was determined by differential leveling
 GY0128.and adjusted by the National Geodetic Survey in June 1991..
 GY0128
 GY0128.The geoid height was determined by GEOID03.
 GY0128
 GY0128.The dynamic height is computed by dividing the NAVD 88
 GY0128.geopotential number by the normal gravity value computed on the
 GY0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0128.degrees latitude (g = 980.6199 gals.).
 GY0128
 GY0128.The modeled gravity was interpolated from observed gravity values.
 GY0128
 GY0128;                    North         East    Units  Estimated Accuracy
 GY0128;SPC WV S     -    61,900.      500,470.      MT  (+/- 180 meters Scaled)
 GY0128
 GY0128                          SUPERSEDED SURVEY CONTROL
 GY0128
 GY0128  NGVD 29 (??/??/92)  225.395  (m)          739.48   (f) ADJ UNCH    2 0
 GY0128
 GY0128.Superseded values are not recommended for survey control.
 GY0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0128.See file dsdata.txt to determine how the superseded data were derived.
 GY0128
 GY0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB005567(NAD 83)
 GY0128_MARKER: R = RIVET
 GY0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0128_SP_SET: BUILDING
 GY0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0128
 GY0128  HISTORY     - Date     Condition        Report By
 GY0128  HISTORY     - UNK      MONUMENTED       NWRR
 GY0128  HISTORY     - 1935     GOOD             NGS
 GY0128
 GY0128                          STATION DESCRIPTION
 GY0128
 GY0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0128'AT VALCAN.
 GY0128'AT VULCAN, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GY0128'10 RAILS EAST OF THE STATION, AT A COALING STATION, IN THE
 GY0128'TOP OF THE NORTHWEST CORNER OF THE SOUTHWEST CONCRETE BASE, 6 FEET
 GY0128'SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 GY0128'THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0130 ***********************************************************************
 GY0130  DESIGNATION -  RV 212
 GY0130  PID         -  GY0130
 GY0130  STATE/COUNTY-  WV/MINGO
 GY0130  USGS QUAD   -  MAJESTIC (1977)
 GY0130
 GY0130                         *CURRENT SURVEY CONTROL
 GY0130  ___________________________________________________________________
 GY0130* NAD 83(1986)-  37 33 30.     (N)    082 06 04.     (W)     SCALED    
 GY0130* NAVD 88     -       227.153  (meters)     745.25   (feet)  ADJUSTED  
 GY0130  ___________________________________________________________________
 GY0130  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GY0130  DYNAMIC HT  -         226.979 (meters)     744.68  (feet)  COMP
 GY0130  MODELED GRAV-     979,858.9   (mgal)                       NAVD 88
 GY0130
 GY0130  VERT ORDER  -  SECOND    CLASS 0
 GY0130
 GY0130.The horizontal coordinates were scaled from a topographic map and have
 GY0130.an estimated accuracy of +/- 6 seconds.
 GY0130
 GY0130.The orthometric height was determined by differential leveling
 GY0130.and adjusted by the National Geodetic Survey in June 1991..
 GY0130
 GY0130.The geoid height was determined by GEOID03.
 GY0130
 GY0130.The dynamic height is computed by dividing the NAVD 88
 GY0130.geopotential number by the normal gravity value computed on the
 GY0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0130.degrees latitude (g = 980.6199 gals.).
 GY0130
 GY0130.The modeled gravity was interpolated from observed gravity values.
 GY0130
 GY0130;                    North         East    Units  Estimated Accuracy
 GY0130;SPC WV S     -    62,550.      502,710.      MT  (+/- 180 meters Scaled)
 GY0130
 GY0130                          SUPERSEDED SURVEY CONTROL
 GY0130
 GY0130  NGVD 29 (??/??/92)  227.367  (m)          745.95   (f) ADJ UNCH    2 0
 GY0130
 GY0130.Superseded values are not recommended for survey control.
 GY0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0130.See file dsdata.txt to determine how the superseded data were derived.
 GY0130
 GY0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB027573(NAD 83)
 GY0130_MARKER: R = RIVET
 GY0130_SETTING: 66 = SET IN ROCK OUTCROP
 GY0130_SP_SET: CLIFF
 GY0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0130+STABILITY: POSITION/ELEVATION WELL
 GY0130
 GY0130  HISTORY     - Date     Condition        Report By
 GY0130  HISTORY     - UNK      MONUMENTED       NWRR
 GY0130  HISTORY     - 1935     GOOD             NGS
 GY0130
 GY0130                          STATION DESCRIPTION
 GY0130
 GY0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0130'0.3 MI N FROM CEDAR.
 GY0130'0.3 MILE NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0130'STATION AT CEDAR, MINGO COUNTY, 0.4 MILE NORTH OF MILEPOST N 450,
 GY0130'24.9 FEET EAST OF THE EAST RAIL, IN THE TOP OF A LEDGE PROTRUDING
 GY0130'FROM A SANDSTONE CLIFF, AND LEVEL WITH THE RAIL.  A STANDARD
 GY0130'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0132 ***********************************************************************
 GY0132  DESIGNATION -  RV 214
 GY0132  PID         -  GY0132
 GY0132  STATE/COUNTY-  WV/MINGO
 GY0132  USGS QUAD   -  MAJESTIC (1977)
 GY0132
 GY0132                         *CURRENT SURVEY CONTROL
 GY0132  ___________________________________________________________________
 GY0132* NAD 83(1986)-  37 33 22.     (N)    082 05 28.     (W)     SCALED    
 GY0132* NAVD 88     -       228.297  (meters)     749.00   (feet)  ADJUSTED  
 GY0132  ___________________________________________________________________
 GY0132  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GY0132  DYNAMIC HT  -         228.121 (meters)     748.43  (feet)  COMP
 GY0132  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 GY0132
 GY0132  VERT ORDER  -  SECOND    CLASS 0
 GY0132
 GY0132.The horizontal coordinates were scaled from a topographic map and have
 GY0132.an estimated accuracy of +/- 6 seconds.
 GY0132
 GY0132.The orthometric height was determined by differential leveling
 GY0132.and adjusted by the National Geodetic Survey in June 1991..
 GY0132
 GY0132.The geoid height was determined by GEOID03.
 GY0132
 GY0132.The dynamic height is computed by dividing the NAVD 88
 GY0132.geopotential number by the normal gravity value computed on the
 GY0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0132.degrees latitude (g = 980.6199 gals.).
 GY0132
 GY0132.The modeled gravity was interpolated from observed gravity values.
 GY0132
 GY0132;                    North         East    Units  Estimated Accuracy
 GY0132;SPC WV S     -    62,290.      503,590.      MT  (+/- 180 meters Scaled)
 GY0132
 GY0132                          SUPERSEDED SURVEY CONTROL
 GY0132
 GY0132  NGVD 29 (??/??/92)  228.510  (m)          749.70   (f) ADJ UNCH    2 0
 GY0132
 GY0132.Superseded values are not recommended for survey control.
 GY0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0132.See file dsdata.txt to determine how the superseded data were derived.
 GY0132
 GY0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB036571(NAD 83)
 GY0132_MARKER: R = RIVET
 GY0132_SETTING: 66 = SET IN ROCK OUTCROP
 GY0132_SP_SET: LEDGE
 GY0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0132+STABILITY: POSITION/ELEVATION WELL
 GY0132
 GY0132  HISTORY     - Date     Condition        Report By
 GY0132  HISTORY     - UNK      MONUMENTED       NWRR
 GY0132  HISTORY     - 1935     GOOD             NGS
 GY0132
 GY0132                          STATION DESCRIPTION
 GY0132
 GY0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0132'0.9 MI SE FROM CEDAR.
 GY0132'0.9 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0132'THE STATION AT CEDAR, MINGO COUNTY, 0.15 MILE NORTHWEST OF
 GY0132'MILEPOST N 449, 28 YARDS NORTHWEST OF POLE 449-5-L 18, 7.3 FEET
 GY0132'NORTH OF THE NORTH RAIL, IN THE TOP OF A SANDSTONE LEDGE
 GY0132'PROTRUDING FROM A CLIFF, AND ABOUT 6 INCHES ABOVE THE LEVEL OF
 GY0132'THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0139 ***********************************************************************
 GY0139  DESIGNATION -  RV 217
 GY0139  PID         -  GY0139
 GY0139  STATE/COUNTY-  WV/MINGO
 GY0139  USGS QUAD   -  MAJESTIC (1977)
 GY0139
 GY0139                         *CURRENT SURVEY CONTROL
 GY0139  ___________________________________________________________________
 GY0139* NAD 83(1986)-  37 32 11.     (N)    082 03 41.     (W)     SCALED    
 GY0139* NAVD 88     -       231.544  (meters)     759.66   (feet)  ADJUSTED  
 GY0139  ___________________________________________________________________
 GY0139  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY0139  DYNAMIC HT  -         231.365 (meters)     759.07  (feet)  COMP
 GY0139  MODELED GRAV-     979,852.8   (mgal)                       NAVD 88
 GY0139
 GY0139  VERT ORDER  -  SECOND    CLASS 0
 GY0139
 GY0139.The horizontal coordinates were scaled from a topographic map and have
 GY0139.an estimated accuracy of +/- 6 seconds.
 GY0139
 GY0139.The orthometric height was determined by differential leveling
 GY0139.and adjusted by the National Geodetic Survey in June 1991..
 GY0139
 GY0139.The geoid height was determined by GEOID03.
 GY0139
 GY0139.The dynamic height is computed by dividing the NAVD 88
 GY0139.geopotential number by the normal gravity value computed on the
 GY0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0139.degrees latitude (g = 980.6199 gals.).
 GY0139
 GY0139.The modeled gravity was interpolated from observed gravity values.
 GY0139
 GY0139;                    North         East    Units  Estimated Accuracy
 GY0139;SPC WV S     -    60,070.      506,200.      MT  (+/- 180 meters Scaled)
 GY0139
 GY0139                          SUPERSEDED SURVEY CONTROL
 GY0139
 GY0139  NGVD 29 (??/??/92)  231.757  (m)          760.36   (f) ADJ UNCH    2 0
 GY0139
 GY0139.Superseded values are not recommended for survey control.
 GY0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0139.See file dsdata.txt to determine how the superseded data were derived.
 GY0139
 GY0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB062549(NAD 83)
 GY0139_MARKER: R = RIVET
 GY0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0139_SP_SET: CULVERT
 GY0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0139
 GY0139  HISTORY     - Date     Condition        Report By
 GY0139  HISTORY     - UNK      MONUMENTED       NWRR
 GY0139  HISTORY     - 1935     GOOD             NGS
 GY0139
 GY0139                          STATION DESCRIPTION
 GY0139
 GY0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0139'AT DEVON.
 GY0139'AT DEVON, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY, 190
 GY0139'YARDS EAST OF THE STATION, AT A CONCRETE CULVERT, IN THE TOP OF THE
 GY0139'NORTHEAST CORNER OF THE NORTH HEADWALL, 14.2 FEET NORTH OF THE
 GY0139'NORTH RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.  A
 GY0139'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0141 ***********************************************************************
 GY0141  DESIGNATION -  RV 218
 GY0141  PID         -  GY0141
 GY0141  STATE/COUNTY-  WV/MINGO
 GY0141  USGS QUAD   -  MAJESTIC (1977)
 GY0141
 GY0141                         *CURRENT SURVEY CONTROL
 GY0141  ___________________________________________________________________
 GY0141* NAD 83(1986)-  37 32 03.     (N)    082 02 52.     (W)     SCALED    
 GY0141* NAVD 88     -       232.340  (meters)     762.27   (feet)  ADJUSTED  
 GY0141  ___________________________________________________________________
 GY0141  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GY0141  DYNAMIC HT  -         232.161 (meters)     761.68  (feet)  COMP
 GY0141  MODELED GRAV-     979,851.5   (mgal)                       NAVD 88
 GY0141
 GY0141  VERT ORDER  -  SECOND    CLASS 0
 GY0141
 GY0141.The horizontal coordinates were scaled from a topographic map and have
 GY0141.an estimated accuracy of +/- 6 seconds.
 GY0141
 GY0141.The orthometric height was determined by differential leveling
 GY0141.and adjusted by the National Geodetic Survey in June 1991..
 GY0141
 GY0141.The geoid height was determined by GEOID03.
 GY0141
 GY0141.The dynamic height is computed by dividing the NAVD 88
 GY0141.geopotential number by the normal gravity value computed on the
 GY0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0141.degrees latitude (g = 980.6199 gals.).
 GY0141
 GY0141.The modeled gravity was interpolated from observed gravity values.
 GY0141
 GY0141;                    North         East    Units  Estimated Accuracy
 GY0141;SPC WV S     -    59,810.      507,400.      MT  (+/- 180 meters Scaled)
 GY0141
 GY0141                          SUPERSEDED SURVEY CONTROL
 GY0141
 GY0141  NGVD 29 (??/??/92)  232.555  (m)          762.97   (f) ADJ UNCH    2 0
 GY0141
 GY0141.Superseded values are not recommended for survey control.
 GY0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0141.See file dsdata.txt to determine how the superseded data were derived.
 GY0141
 GY0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB074546(NAD 83)
 GY0141_MARKER: R = RIVET
 GY0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0141_SP_SET: CULVERT
 GY0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0141
 GY0141  HISTORY     - Date     Condition        Report By
 GY0141  HISTORY     - UNK      MONUMENTED       NWRR
 GY0141  HISTORY     - 1952     GOOD             NGS
 GY0141
 GY0141                          STATION DESCRIPTION
 GY0141
 GY0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY0141'1 MI S FROM DEVON.
 GY0141'ABOUT 1.0 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0141'THE STATION AT DEVON, ABOUT 0.3 MILE SOUTH OF MILE POST N 446,
 GY0141'IN THE TOP OF THE EAST HEAD WALL OF A CONCRETE CULVERT, 30 FEET
 GY0141'EAST OF EAST RAIL AND ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1929 ***********************************************************************
 HW1929  DESIGNATION -  RV 22
 HW1929  PID         -  HW1929
 HW1929  STATE/COUNTY-  WV/POCAHONTAS
 HW1929  USGS QUAD   -  WILDELL (1995)
 HW1929
 HW1929                         *CURRENT SURVEY CONTROL
 HW1929  ___________________________________________________________________
 HW1929* NAD 83(1986)-  38 40 45.     (N)    079 47 19.     (W)     SCALED    
 HW1929* NAVD 88     -       917.548  (meters)    3010.32   (feet)  POSTED    
 HW1929  ___________________________________________________________________
 HW1929  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HW1929  DYNAMIC HT  -         916.820 (meters)    3007.93  (feet)  COMP
 HW1929  MODELED GRAV-     979,805.2   (mgal)                       NAVD 88
 HW1929
 HW1929  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HW1929
 HW1929.The horizontal coordinates were scaled from a topographic map and have
 HW1929.an estimated accuracy of +/- 6 seconds.
 HW1929
 HW1929.The orthometric height was determined by differential leveling
 HW1929.and adjusted by the National Geodetic Survey in 1992..
 HW1929.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HW1929.rate of 2.1 thru 3.0 mm/km.
 HW1929
 HW1929.The geoid height was determined by GEOID03.
 HW1929
 HW1929.The dynamic height is computed by dividing the NAVD 88
 HW1929.geopotential number by the normal gravity value computed on the
 HW1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1929.degrees latitude (g = 980.6199 gals.).
 HW1929
 HW1929.The modeled gravity was interpolated from observed gravity values.
 HW1929
 HW1929;                    North         East    Units  Estimated Accuracy
 HW1929;SPC WV S     -   187,060.      705,400.      MT  (+/- 180 meters Scaled)
 HW1929
 HW1929                          SUPERSEDED SURVEY CONTROL
 HW1929
 HW1929  NGVD 29 (??/??/92)  917.650  (m)         3010.66   (f) ADJ UNCH    1 2
 HW1929
 HW1929.Superseded values are not recommended for survey control.
 HW1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1929.See file dsdata.txt to determine how the superseded data were derived.
 HW1929
 HW1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC053818(NAD 83)
 HW1929_MARKER: R = RIVET
 HW1929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1929_SP_SET: BRIDGE
 HW1929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1929
 HW1929  HISTORY     - Date     Condition        Report By
 HW1929  HISTORY     - UNK      MONUMENTED       WMRR
 HW1929  HISTORY     - 1933     GOOD             NGS
 HW1929  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1929
 HW1929                          STATION DESCRIPTION
 HW1929
 HW1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1929'9.5 MI SW FROM GLADY.
 HW1929'IN POCAHONTAS COUNTY, 9.5 MILES SOUTHWEST ALONG THE WESTERN
 HW1929'MARYLAND RAILWAY FROM THE STATION AT GLADY, RANDOLPH COUNTY,
 HW1929'7 RAILS SOUTHWEST OF MILEPOST E 34, AT A BRIDGE OVER A SMALL
 HW1929'STREAM, IN THE TOP OF THE WEST WING WALL OF THE SOUTH ABUTMENT,
 HW1929'3 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET
 HW1929'LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 HW1929
 HW1929                          STATION RECOVERY (1983)
 HW1929
 HW1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0777 ***********************************************************************
 JW0777  DESIGNATION -  RV 22
 JW0777  PID         -  JW0777
 JW0777  STATE/COUNTY-  WV/GRANT
 JW0777  USGS QUAD   -  DAVIS (1995)
 JW0777
 JW0777                         *CURRENT SURVEY CONTROL
 JW0777  ___________________________________________________________________
 JW0777* NAD 83(1986)-  39 11 22.     (N)    079 28 27.     (W)     SCALED    
 JW0777* NAVD 88     -       925.765  (meters)    3037.28   (feet)  ADJUSTED  
 JW0777  ___________________________________________________________________
 JW0777  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JW0777  DYNAMIC HT  -         925.086 (meters)    3035.05  (feet)  COMP
 JW0777  MODELED GRAV-     979,862.3   (mgal)                       NAVD 88
 JW0777
 JW0777  VERT ORDER  -  SECOND    CLASS 0
 JW0777
 JW0777.The horizontal coordinates were scaled from a topographic map and have
 JW0777.an estimated accuracy of +/- 6 seconds.
 JW0777
 JW0777.The orthometric height was determined by differential leveling
 JW0777.and adjusted by the National Geodetic Survey in June 1991..
 JW0777
 JW0777.The geoid height was determined by GEOID03.
 JW0777
 JW0777.The dynamic height is computed by dividing the NAVD 88
 JW0777.geopotential number by the normal gravity value computed on the
 JW0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0777.degrees latitude (g = 980.6199 gals.).
 JW0777
 JW0777.The modeled gravity was interpolated from observed gravity values.
 JW0777
 JW0777;                    North         East    Units  Estimated Accuracy
 JW0777;SPC WV N     -    76,540.      602,230.      MT  (+/- 180 meters Scaled)
 JW0777
 JW0777                          SUPERSEDED SURVEY CONTROL
 JW0777
 JW0777  NGVD 29 (??/??/92)  925.866  (m)         3037.61   (f) ADJ UNCH    2 0
 JW0777
 JW0777.Superseded values are not recommended for survey control.
 JW0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0777.See file dsdata.txt to determine how the superseded data were derived.
 JW0777
 JW0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD317389(NAD 83)
 JW0777_MARKER: R = RIVET
 JW0777_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0777_SP_SET: SWITCH TOWER
 JW0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0777
 JW0777  HISTORY     - Date     Condition        Report By
 JW0777  HISTORY     - UNK      MONUMENTED       WMRR
 JW0777  HISTORY     - 1935     GOOD             NGS
 JW0777
 JW0777                          STATION DESCRIPTION
 JW0777
 JW0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0777'2 MI SW FROM BEECHWOOD.
 JW0777'2.0 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0777'STATION AT BEECHWOOD, GRANT COUNTY, AT FAIRFAX STATION, 250 FEET
 JW0777'WEST OF MILEPOST C 73, 50 FEET WEST OF A TOOLHOUSE, 40 FEET
 JW0777'WEST OF THE EAST END OF A SWITCH, 15 FEET NORTH OF THE CENTERLINE
 JW0777'OF THE TRACK, AT AN ABANDONED SWITCH TOWER, AND IN THE TOP OF THE
 JW0777'SOUTH END OF THE BASE.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0144 ***********************************************************************
 GY0144  DESIGNATION -  RV 220
 GY0144  PID         -  GY0144
 GY0144  STATE/COUNTY-  WV/MINGO
 GY0144  USGS QUAD   -  MAJESTIC (1977)
 GY0144
 GY0144                         *CURRENT SURVEY CONTROL
 GY0144  ___________________________________________________________________
 GY0144* NAD 83(1986)-  37 32 36.     (N)    082 02 44.     (W)     SCALED    
 GY0144* NAVD 88     -       237.864  (meters)     780.39   (feet)  ADJUSTED  
 GY0144  ___________________________________________________________________
 GY0144  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY0144  DYNAMIC HT  -         237.680 (meters)     779.79  (feet)  COMP
 GY0144  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 GY0144
 GY0144  VERT ORDER  -  SECOND    CLASS 0
 GY0144
 GY0144.The horizontal coordinates were scaled from a topographic map and have
 GY0144.an estimated accuracy of +/- 6 seconds.
 GY0144
 GY0144.The orthometric height was determined by differential leveling
 GY0144.and adjusted by the National Geodetic Survey in June 1991..
 GY0144
 GY0144.The geoid height was determined by GEOID03.
 GY0144
 GY0144.The dynamic height is computed by dividing the NAVD 88
 GY0144.geopotential number by the normal gravity value computed on the
 GY0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0144.degrees latitude (g = 980.6199 gals.).
 GY0144
 GY0144.The modeled gravity was interpolated from observed gravity values.
 GY0144
 GY0144;                    North         East    Units  Estimated Accuracy
 GY0144;SPC WV S     -    60,830.      507,600.      MT  (+/- 180 meters Scaled)
 GY0144
 GY0144                          SUPERSEDED SURVEY CONTROL
 GY0144
 GY0144  NGVD 29 (??/??/92)  238.078  (m)          781.09   (f) ADJ UNCH    2 0
 GY0144
 GY0144.Superseded values are not recommended for survey control.
 GY0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0144.See file dsdata.txt to determine how the superseded data were derived.
 GY0144
 GY0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB076556(NAD 83)
 GY0144_MARKER: R = RIVET
 GY0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0144_SP_SET: BRIDGE
 GY0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0144
 GY0144  HISTORY     - Date     Condition        Report By
 GY0144  HISTORY     - UNK      MONUMENTED       NWRR
 GY0144  HISTORY     - 1935     GOOD             NGS
 GY0144
 GY0144                          STATION DESCRIPTION
 GY0144
 GY0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0144'1.4 MI N FROM LINDSEY.
 GY0144'1.4 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0144'STATION AT LINDSEY, MINGO COUNTY, ABOUT 1/4 MILE NORTH OF MILEPOST
 GY0144'N 444, AT CARENARY BRIDGE 387, IN THE TOP OF THE SOUTHWEST CORNER
 GY0144'OF THE CONCRETE BASE, 10.6 FEET EAST OF THE EAST RAIL, AND ABOUT
 GY0144'2 FEET ABOVE THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL
 GY0144'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0145 ***********************************************************************
 GY0145  DESIGNATION -  RV 221
 GY0145  PID         -  GY0145
 GY0145  STATE/COUNTY-  WV/MINGO
 GY0145  USGS QUAD   -  MAJESTIC (1977)
 GY0145
 GY0145                         *CURRENT SURVEY CONTROL
 GY0145  ___________________________________________________________________
 GY0145* NAD 83(1986)-  37 32 48.     (N)    082 02 14.     (W)     SCALED    
 GY0145* NAVD 88     -       239.936  (meters)     787.19   (feet)  ADJUSTED  
 GY0145  ___________________________________________________________________
 GY0145  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY0145  DYNAMIC HT  -         239.750 (meters)     786.58  (feet)  COMP
 GY0145  MODELED GRAV-     979,850.2   (mgal)                       NAVD 88
 GY0145
 GY0145  VERT ORDER  -  SECOND    CLASS 0
 GY0145
 GY0145.The horizontal coordinates were scaled from a topographic map and have
 GY0145.an estimated accuracy of +/- 6 seconds.
 GY0145
 GY0145.The orthometric height was determined by differential leveling
 GY0145.and adjusted by the National Geodetic Survey in June 1991..
 GY0145
 GY0145.The geoid height was determined by GEOID03.
 GY0145
 GY0145.The dynamic height is computed by dividing the NAVD 88
 GY0145.geopotential number by the normal gravity value computed on the
 GY0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0145.degrees latitude (g = 980.6199 gals.).
 GY0145
 GY0145.The modeled gravity was interpolated from observed gravity values.
 GY0145
 GY0145;                    North         East    Units  Estimated Accuracy
 GY0145;SPC WV S     -    61,190.      508,340.      MT  (+/- 180 meters Scaled)
 GY0145
 GY0145                          SUPERSEDED SURVEY CONTROL
 GY0145
 GY0145  NGVD 29 (??/??/92)  240.149  (m)          787.89   (f) ADJ UNCH    2 0
 GY0145
 GY0145.Superseded values are not recommended for survey control.
 GY0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0145.See file dsdata.txt to determine how the superseded data were derived.
 GY0145
 GY0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB083560(NAD 83)
 GY0145_MARKER: R = RIVET
 GY0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0145_SP_SET: BRIDGE
 GY0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0145
 GY0145  HISTORY     - Date     Condition        Report By
 GY0145  HISTORY     - UNK      MONUMENTED       NWRR
 GY0145  HISTORY     - 1935     GOOD             NGS
 GY0145
 GY0145                          STATION DESCRIPTION
 GY0145
 GY0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0145'0.7 MI N FROM LINDSEY.
 GY0145'0.7 MILE NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0145'STATION AT LINDSEY, MINGO COUNTY, 0.5 MILE NORTH OF MILEPOST
 GY0145'N 443, AT CATENARY BRIDGE 373, IN THE TOP OF THE SOUTHWEST CORNER
 GY0145'OF THE CONCRETE BASE, 11.4 FEET EAST OF THE EAST RAIL, AND ABOUT
 GY0145'2-1/2 FEET ABOVE THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL
 GY0145'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0147 ***********************************************************************
 GY0147  DESIGNATION -  RV 222
 GY0147  PID         -  GY0147
 GY0147  STATE/COUNTY-  WV/MINGO
 GY0147  USGS QUAD   -  MAJESTIC (1977)
 GY0147
 GY0147                         *CURRENT SURVEY CONTROL
 GY0147  ___________________________________________________________________
 GY0147* NAD 83(1986)-  37 32 18.     (N)    082 01 40.     (W)     SCALED    
 GY0147* NAVD 88     -       240.974  (meters)     790.60   (feet)  ADJUSTED  
 GY0147  ___________________________________________________________________
 GY0147  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GY0147  DYNAMIC HT  -         240.787 (meters)     789.98  (feet)  COMP
 GY0147  MODELED GRAV-     979,849.6   (mgal)                       NAVD 88
 GY0147
 GY0147  VERT ORDER  -  SECOND    CLASS 0
 GY0147
 GY0147.The horizontal coordinates were scaled from a topographic map and have
 GY0147.an estimated accuracy of +/- 6 seconds.
 GY0147
 GY0147.The orthometric height was determined by differential leveling
 GY0147.and adjusted by the National Geodetic Survey in June 1991..
 GY0147
 GY0147.The geoid height was determined by GEOID03.
 GY0147
 GY0147.The dynamic height is computed by dividing the NAVD 88
 GY0147.geopotential number by the normal gravity value computed on the
 GY0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0147.degrees latitude (g = 980.6199 gals.).
 GY0147
 GY0147.The modeled gravity was interpolated from observed gravity values.
 GY0147
 GY0147;                    North         East    Units  Estimated Accuracy
 GY0147;SPC WV S     -    60,250.      509,170.      MT  (+/- 180 meters Scaled)
 GY0147
 GY0147                          SUPERSEDED SURVEY CONTROL
 GY0147
 GY0147  NGVD 29 (??/??/92)  241.188  (m)          791.30   (f) ADJ UNCH    2 0
 GY0147
 GY0147.Superseded values are not recommended for survey control.
 GY0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0147.See file dsdata.txt to determine how the superseded data were derived.
 GY0147
 GY0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB092550(NAD 83)
 GY0147_MARKER: R = RIVET
 GY0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0147_SP_SET: WATER TANK
 GY0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0147
 GY0147  HISTORY     - Date     Condition        Report By
 GY0147  HISTORY     - UNK      MONUMENTED       NWRR
 GY0147  HISTORY     - 1935     GOOD             NGS
 GY0147
 GY0147                          STATION DESCRIPTION
 GY0147
 GY0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0147'AT LINDSEY.
 GY0147'AT LINDSEY, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY, 0.2
 GY0147'MILE EAST OF THE LINDSEY SIGN, 16 FEET WEST OF TELEPHONE POLE
 GY0147'E 26, IN THE TOP OF THE NORTHWEST BASE OF AN OLD WATER TANK, 32
 GY0147'FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE RAIL.  A STANDARD
 GY0147'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0148 ***********************************************************************
 GY0148  DESIGNATION -  RV 223
 GY0148  PID         -  GY0148
 GY0148  STATE/COUNTY-  WV/MINGO
 GY0148  USGS QUAD   -  MAJESTIC (1977)
 GY0148
 GY0148                         *CURRENT SURVEY CONTROL
 GY0148  ___________________________________________________________________
 GY0148* NAD 83(1986)-  37 32 18.     (N)    082 00 58.     (W)     SCALED    
 GY0148* NAVD 88     -       244.104  (meters)     800.86   (feet)  ADJUSTED  
 GY0148  ___________________________________________________________________
 GY0148  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY0148  DYNAMIC HT  -         243.915 (meters)     800.24  (feet)  COMP
 GY0148  MODELED GRAV-     979,848.8   (mgal)                       NAVD 88
 GY0148
 GY0148  VERT ORDER  -  SECOND    CLASS 0
 GY0148
 GY0148.The horizontal coordinates were scaled from a topographic map and have
 GY0148.an estimated accuracy of +/- 6 seconds.
 GY0148
 GY0148.The orthometric height was determined by differential leveling
 GY0148.and adjusted by the National Geodetic Survey in June 1991..
 GY0148
 GY0148.The geoid height was determined by GEOID03.
 GY0148
 GY0148.The dynamic height is computed by dividing the NAVD 88
 GY0148.geopotential number by the normal gravity value computed on the
 GY0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0148.degrees latitude (g = 980.6199 gals.).
 GY0148
 GY0148.The modeled gravity was interpolated from observed gravity values.
 GY0148
 GY0148;                    North         East    Units  Estimated Accuracy
 GY0148;SPC WV S     -    60,240.      510,200.      MT  (+/- 180 meters Scaled)
 GY0148
 GY0148                          SUPERSEDED SURVEY CONTROL
 GY0148
 GY0148  NGVD 29 (??/??/92)  244.317  (m)          801.56   (f) ADJ UNCH    2 0
 GY0148
 GY0148.Superseded values are not recommended for survey control.
 GY0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0148.See file dsdata.txt to determine how the superseded data were derived.
 GY0148
 GY0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB102550(NAD 83)
 GY0148_MARKER: R = RIVET
 GY0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0148_SP_SET: BRIDGE
 GY0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0148
 GY0148  HISTORY     - Date     Condition        Report By
 GY0148  HISTORY     - UNK      MONUMENTED       NWRR
 GY0148  HISTORY     - 1935     GOOD             NGS
 GY0148
 GY0148                          STATION DESCRIPTION
 GY0148
 GY0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0148'1.6 MI NW FROM GLEN ALUM.
 GY0148'1.6 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0148'THE STATION AT GLEN ALUM, MINGO COUNTY, 0.3 MILE SOUTHEAST OF
 GY0148'MILEPOST N 442, AT CATENARY BRIDGE 443, IN THE TOP OF THE SOUTH
 GY0148'CORNER OF THE CONCRETE BASE, 15 FEET NORTHEAST OF THE NORTHEAST
 GY0148'RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE RAIL.  A STANDARD
 GY0148'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0150 ***********************************************************************
 GY0150  DESIGNATION -  RV 224
 GY0150  PID         -  GY0150
 GY0150  STATE/COUNTY-  WV/MINGO
 GY0150  USGS QUAD   -  MAJESTIC (1977)
 GY0150
 GY0150                         *CURRENT SURVEY CONTROL
 GY0150  ___________________________________________________________________
 GY0150* NAD 83(1986)-  37 32 09.     (N)    082 00 20.     (W)     SCALED    
 GY0150* NAVD 88     -       245.555  (meters)     805.62   (feet)  ADJUSTED  
 GY0150  ___________________________________________________________________
 GY0150  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GY0150  DYNAMIC HT  -         245.364 (meters)     805.00  (feet)  COMP
 GY0150  MODELED GRAV-     979,848.5   (mgal)                       NAVD 88
 GY0150
 GY0150  VERT ORDER  -  SECOND    CLASS 0
 GY0150
 GY0150.The horizontal coordinates were scaled from a topographic map and have
 GY0150.an estimated accuracy of +/- 6 seconds.
 GY0150
 GY0150.The orthometric height was determined by differential leveling
 GY0150.and adjusted by the National Geodetic Survey in June 1991..
 GY0150
 GY0150.The geoid height was determined by GEOID03.
 GY0150
 GY0150.The dynamic height is computed by dividing the NAVD 88
 GY0150.geopotential number by the normal gravity value computed on the
 GY0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0150.degrees latitude (g = 980.6199 gals.).
 GY0150
 GY0150.The modeled gravity was interpolated from observed gravity values.
 GY0150
 GY0150;                    North         East    Units  Estimated Accuracy
 GY0150;SPC WV S     -    59,950.      511,130.      MT  (+/- 180 meters Scaled)
 GY0150
 GY0150                          SUPERSEDED SURVEY CONTROL
 GY0150
 GY0150  NGVD 29 (??/??/92)  245.767  (m)          806.32   (f) ADJ UNCH    2 0
 GY0150
 GY0150.Superseded values are not recommended for survey control.
 GY0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0150.See file dsdata.txt to determine how the superseded data were derived.
 GY0150
 GY0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB111547(NAD 83)
 GY0150_MARKER: R = RIVET
 GY0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0150_SP_SET: CULVERT
 GY0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0150
 GY0150  HISTORY     - Date     Condition        Report By
 GY0150  HISTORY     - UNK      MONUMENTED       NWRR
 GY0150  HISTORY     - 1935     GOOD             NGS
 GY0150
 GY0150                          STATION DESCRIPTION
 GY0150
 GY0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0150'0.8 MI NW FROM GLEN ALUM.
 GY0150'0.8 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0150'STATION AT GLEN ALUM, MINGO COUNTY, 0.15 MILE SOUTHWEST OF
 GY0150'MILEPOST N 441, 20 YARDS SOUTHWEST OF A CATENARY BRIDGE SUPPORT, AT
 GY0150'A CONCRETE CULVERT, IN THE TOP OF THE SOUTHEAST HEADWALL, 5.3
 GY0150'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 6 INCHES BELOW
 GY0150'THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2405 ***********************************************************************
 GX2405  DESIGNATION -  RV 225
 GX2405  PID         -  GX2405
 GX2405  STATE/COUNTY-  WV/MINGO
 GX2405  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2405
 GX2405                         *CURRENT SURVEY CONTROL
 GX2405  ___________________________________________________________________
 GX2405* NAD 83(1986)-  37 32 34.     (N)    081 59 43.     (W)     SCALED    
 GX2405* NAVD 88     -       246.914  (meters)     810.08   (feet)  ADJUSTED  
 GX2405  ___________________________________________________________________
 GX2405  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX2405  DYNAMIC HT  -         246.722 (meters)     809.45  (feet)  COMP
 GX2405  MODELED GRAV-     979,848.6   (mgal)                       NAVD 88
 GX2405
 GX2405  VERT ORDER  -  SECOND    CLASS 0
 GX2405
 GX2405.The horizontal coordinates were scaled from a topographic map and have
 GX2405.an estimated accuracy of +/- 6 seconds.
 GX2405
 GX2405.The orthometric height was determined by differential leveling
 GX2405.and adjusted by the National Geodetic Survey in June 1991..
 GX2405
 GX2405.The geoid height was determined by GEOID03.
 GX2405
 GX2405.The dynamic height is computed by dividing the NAVD 88
 GX2405.geopotential number by the normal gravity value computed on the
 GX2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2405.degrees latitude (g = 980.6199 gals.).
 GX2405
 GX2405.The modeled gravity was interpolated from observed gravity values.
 GX2405
 GX2405;                    North         East    Units  Estimated Accuracy
 GX2405;SPC WV S     -    60,720.      512,050.      MT  (+/- 180 meters Scaled)
 GX2405
 GX2405                          SUPERSEDED SURVEY CONTROL
 GX2405
 GX2405  NGVD 29 (??/??/92)  247.126  (m)          810.78   (f) ADJ UNCH    2 0
 GX2405
 GX2405.Superseded values are not recommended for survey control.
 GX2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2405.See file dsdata.txt to determine how the superseded data were derived.
 GX2405
 GX2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB120555(NAD 83)
 GX2405_MARKER: R = RIVET
 GX2405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2405_SP_SET: BRIDGE
 GX2405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2405
 GX2405  HISTORY     - Date     Condition        Report By
 GX2405  HISTORY     - UNK      MONUMENTED       NWRR
 GX2405  HISTORY     - 1935     GOOD             NGS
 GX2405
 GX2405                          STATION DESCRIPTION
 GX2405
 GX2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2405'AT GLEN ALUM.
 GX2405'AT GLEN ALUM, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY, 20
 GX2405'RAILS EAST OF THE STATION, 2-1/2 RAILS SOUTHWEST ACROSS THE TRACK
 GX2405'FROM MILEPOST N 440, 6 RAILS WEST OF A TUNNEL ENTRANCE, AT A
 GX2405'SMALL CONCRETE BRIDGE, IN THE TOP OF THE EAST ABUTMENT, AND 9.4
 GX2405'FEET SOUTH OF THE SOUTH RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2406 ***********************************************************************
 GX2406  DESIGNATION -  RV 226
 GX2406  PID         -  GX2406
 GX2406  STATE/COUNTY-  WV/MINGO
 GX2406  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2406
 GX2406                         *CURRENT SURVEY CONTROL
 GX2406  ___________________________________________________________________
 GX2406* NAD 83(1986)-  37 32 38.     (N)    081 58 46.     (W)     SCALED    
 GX2406* NAVD 88     -       249.459  (meters)     818.43   (feet)  ADJUSTED  
 GX2406  ___________________________________________________________________
 GX2406  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX2406  DYNAMIC HT  -         249.265 (meters)     817.80  (feet)  COMP
 GX2406  MODELED GRAV-     979,850.2   (mgal)                       NAVD 88
 GX2406
 GX2406  VERT ORDER  -  SECOND    CLASS 0
 GX2406
 GX2406.The horizontal coordinates were scaled from a topographic map and have
 GX2406.an estimated accuracy of +/- 6 seconds.
 GX2406
 GX2406.The orthometric height was determined by differential leveling
 GX2406.and adjusted by the National Geodetic Survey in June 1991..
 GX2406
 GX2406.The geoid height was determined by GEOID03.
 GX2406
 GX2406.The dynamic height is computed by dividing the NAVD 88
 GX2406.geopotential number by the normal gravity value computed on the
 GX2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2406.degrees latitude (g = 980.6199 gals.).
 GX2406
 GX2406.The modeled gravity was interpolated from observed gravity values.
 GX2406
 GX2406;                    North         East    Units  Estimated Accuracy
 GX2406;SPC WV S     -    60,820.      513,450.      MT  (+/- 180 meters Scaled)
 GX2406
 GX2406                          SUPERSEDED SURVEY CONTROL
 GX2406
 GX2406  NGVD 29 (??/??/92)  249.672  (m)          819.13   (f) ADJ UNCH    2 0
 GX2406
 GX2406.Superseded values are not recommended for survey control.
 GX2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2406.See file dsdata.txt to determine how the superseded data were derived.
 GX2406
 GX2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB134556(NAD 83)
 GX2406_MARKER: R = RIVET
 GX2406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2406_SP_SET: CULVERT
 GX2406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2406
 GX2406  HISTORY     - Date     Condition        Report By
 GX2406  HISTORY     - UNK      MONUMENTED       NWRR
 GX2406  HISTORY     - 1935     GOOD             NGS
 GX2406
 GX2406                          STATION DESCRIPTION
 GX2406
 GX2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2406'1 MI W FROM WHARNCLIFFE.
 GX2406'1.0 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX2406'STATION AT WHARNCLIFFE, MINGO COUNTY, 0.15 MILE EAST OF MILEPOST
 GX2406'N 439, 3 RAILS SOUTHWEST OF THE BEN FLAG-STOP SIGN, AT CULVERT
 GX2406'920, IN THE TOP OF THE EAST CORNER OF THE SOUTH HEADWALL, 11.5
 GX2406'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF
 GX2406'THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2409 ***********************************************************************
 GX2409  DESIGNATION -  RV 228
 GX2409  PID         -  GX2409
 GX2409  STATE/COUNTY-  WV/MINGO
 GX2409  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2409
 GX2409                         *CURRENT SURVEY CONTROL
 GX2409  ___________________________________________________________________
 GX2409* NAD 83(1986)-  37 32 39.     (N)    081 57 50.     (W)     SCALED    
 GX2409* NAVD 88     -       256.550  (meters)     841.70   (feet)  ADJUSTED  
 GX2409  ___________________________________________________________________
 GX2409  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX2409  DYNAMIC HT  -         256.352 (meters)     841.05  (feet)  COMP
 GX2409  MODELED GRAV-     979,853.2   (mgal)                       NAVD 88
 GX2409
 GX2409  VERT ORDER  -  SECOND    CLASS 0
 GX2409
 GX2409.The horizontal coordinates were scaled from a topographic map and have
 GX2409.an estimated accuracy of +/- 6 seconds.
 GX2409
 GX2409.The orthometric height was determined by differential leveling
 GX2409.and adjusted by the National Geodetic Survey in June 1991..
 GX2409
 GX2409.The geoid height was determined by GEOID03.
 GX2409
 GX2409.The dynamic height is computed by dividing the NAVD 88
 GX2409.geopotential number by the normal gravity value computed on the
 GX2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2409.degrees latitude (g = 980.6199 gals.).
 GX2409
 GX2409.The modeled gravity was interpolated from observed gravity values.
 GX2409
 GX2409;                    North         East    Units  Estimated Accuracy
 GX2409;SPC WV S     -    60,840.      514,820.      MT  (+/- 180 meters Scaled)
 GX2409
 GX2409                          SUPERSEDED SURVEY CONTROL
 GX2409
 GX2409  NGVD 29 (??/??/92)  256.763  (m)          842.40   (f) ADJ UNCH    2 0
 GX2409
 GX2409.Superseded values are not recommended for survey control.
 GX2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2409.See file dsdata.txt to determine how the superseded data were derived.
 GX2409
 GX2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB148556(NAD 83)
 GX2409_MARKER: R = RIVET
 GX2409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2409_SP_SET: BRIDGE
 GX2409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2409
 GX2409  HISTORY     - Date     Condition        Report By
 GX2409  HISTORY     - UNK      MONUMENTED       NWRR
 GX2409  HISTORY     - 1957     GOOD             NGS
 GX2409
 GX2409                          STATION DESCRIPTION
 GX2409
 GX2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2409'AT WHARNCLIFFE.
 GX2409'AT WHARNCLIFFE, ALONG THE NORFOLK AND WESTERN RAILWAY, ABOUT 11
 GX2409'RAILS SOUTH OF THE SOUTH END OF THE STATION, IN THE TOP OF EAST
 GX2409'END OF THE SOUTH ABUTMENT OF RAILROAD BRIDGE NO. 919 OVER BENS
 GX2409'CREEK, 8 FEET EAST OF EAST RAIL AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2411 ***********************************************************************
 GX2411  DESIGNATION -  RV 229
 GX2411  PID         -  GX2411
 GX2411  STATE/COUNTY-  WV/MINGO
 GX2411  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2411
 GX2411                         *CURRENT SURVEY CONTROL
 GX2411  ___________________________________________________________________
 GX2411* NAD 83(1986)-  37 32 07.     (N)    081 58 01.     (W)     SCALED    
 GX2411* NAVD 88     -       258.656  (meters)     848.61   (feet)  ADJUSTED  
 GX2411  ___________________________________________________________________
 GX2411  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX2411  DYNAMIC HT  -         258.456 (meters)     847.95  (feet)  COMP
 GX2411  MODELED GRAV-     979,851.3   (mgal)                       NAVD 88
 GX2411
 GX2411  VERT ORDER  -  SECOND    CLASS 0
 GX2411
 GX2411.The horizontal coordinates were scaled from a topographic map and have
 GX2411.an estimated accuracy of +/- 6 seconds.
 GX2411
 GX2411.The orthometric height was determined by differential leveling
 GX2411.and adjusted by the National Geodetic Survey in June 1991..
 GX2411
 GX2411.The geoid height was determined by GEOID03.
 GX2411
 GX2411.The dynamic height is computed by dividing the NAVD 88
 GX2411.geopotential number by the normal gravity value computed on the
 GX2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2411.degrees latitude (g = 980.6199 gals.).
 GX2411
 GX2411.The modeled gravity was interpolated from observed gravity values.
 GX2411
 GX2411;                    North         East    Units  Estimated Accuracy
 GX2411;SPC WV S     -    59,860.      514,540.      MT  (+/- 180 meters Scaled)
 GX2411
 GX2411                          SUPERSEDED SURVEY CONTROL
 GX2411
 GX2411  NGVD 29 (??/??/92)  258.868  (m)          849.30   (f) ADJ UNCH    2 0
 GX2411
 GX2411.Superseded values are not recommended for survey control.
 GX2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2411.See file dsdata.txt to determine how the superseded data were derived.
 GX2411
 GX2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB145546(NAD 83)
 GX2411_MARKER: R = RIVET
 GX2411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2411_SP_SET: CONCRETE BASE
 GX2411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2411
 GX2411  HISTORY     - Date     Condition        Report By
 GX2411  HISTORY     - UNK      MONUMENTED       NWRR
 GX2411  HISTORY     - 1935     GOOD             NGS
 GX2411
 GX2411                          STATION DESCRIPTION
 GX2411
 GX2411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2411'0.7 MI SE FROM WHARNCLIFFE.
 GX2411'0.7 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX2411'STATION AT WHARNCLIFFE, MINGO COUNTY, 0.2 MILE NORTH OF MILEPOST
 GX2411'N 437, 10 RAILS SOUTHEAST OF SEMAPHORE 3732, AT CATENARY BRIDGE
 GX2411'266, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE,
 GX2411'11.4 FEET EAST OF THE EAST RAIL, AND ABOUT 2 FEET ABOVE THE
 GX2411'LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1931 ***********************************************************************
 HW1931  DESIGNATION -  RV 23
 HW1931  PID         -  HW1931
 HW1931  STATE/COUNTY-  WV/POCAHONTAS
 HW1931  USGS QUAD   -  WILDELL (1995)
 HW1931
 HW1931                         *CURRENT SURVEY CONTROL
 HW1931  ___________________________________________________________________
 HW1931* NAD 83(1986)-  38 40 14.     (N)    079 47 18.     (W)     SCALED    
 HW1931* NAVD 88     -       914.466  (meters)    3000.21   (feet)  POSTED    
 HW1931  ___________________________________________________________________
 HW1931  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HW1931  DYNAMIC HT  -         913.740 (meters)    2997.83  (feet)  COMP
 HW1931  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 HW1931
 HW1931  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HW1931
 HW1931.The horizontal coordinates were scaled from a topographic map and have
 HW1931.an estimated accuracy of +/- 6 seconds.
 HW1931
 HW1931.The orthometric height was determined by differential leveling
 HW1931.and adjusted by the National Geodetic Survey in 1992..
 HW1931.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HW1931.rate of 2.1 thru 3.0 mm/km.
 HW1931
 HW1931.The geoid height was determined by GEOID03.
 HW1931
 HW1931.The dynamic height is computed by dividing the NAVD 88
 HW1931.geopotential number by the normal gravity value computed on the
 HW1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1931.degrees latitude (g = 980.6199 gals.).
 HW1931
 HW1931.The modeled gravity was interpolated from observed gravity values.
 HW1931
 HW1931;                    North         East    Units  Estimated Accuracy
 HW1931;SPC WV S     -   186,110.      705,440.      MT  (+/- 180 meters Scaled)
 HW1931
 HW1931                          SUPERSEDED SURVEY CONTROL
 HW1931
 HW1931  NGVD 29 (??/??/92)  914.566  (m)         3000.54   (f) ADJ UNCH    1 2
 HW1931
 HW1931.Superseded values are not recommended for survey control.
 HW1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1931.See file dsdata.txt to determine how the superseded data were derived.
 HW1931
 HW1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC054809(NAD 83)
 HW1931_MARKER: R = RIVET
 HW1931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1931_SP_SET: BRIDGE
 HW1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1931
 HW1931  HISTORY     - Date     Condition        Report By
 HW1931  HISTORY     - UNK      MONUMENTED       WMRR
 HW1931  HISTORY     - 1933     GOOD             NGS
 HW1931  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1931
 HW1931                          STATION DESCRIPTION
 HW1931
 HW1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1931'12.5 MI N FROM DURBIN.
 HW1931'12.5 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1931'UNION STATION AT DURBIN, POCAHONTAS COUNTY, 0.4 MILE NORTHEAST
 HW1931'OF MILEPOST E 35, AT A BRIDGE, IN THE TOP OF THE SOUTH END OF
 HW1931'THE WEST WING WALL OF THE SOUTH ABUTMENT, 3 YARDS WEST OF THE
 HW1931'CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 HW1931'A STANDARD MONEL-METAL RIVET.
 HW1931
 HW1931                          STATION RECOVERY (1983)
 HW1931
 HW1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0778 ***********************************************************************
 JW0778  DESIGNATION -  RV 23
 JW0778  PID         -  JW0778
 JW0778  STATE/COUNTY-  WV/TUCKER
 JW0778  USGS QUAD   -  DAVIS (1995)
 JW0778
 JW0778                         *CURRENT SURVEY CONTROL
 JW0778  ___________________________________________________________________
 JW0778* NAD 83(1986)-  39 10 12.     (N)    079 29 31.     (W)     SCALED    
 JW0778* NAVD 88     -       906.950  (meters)    2975.55   (feet)  ADJUSTED  
 JW0778  ___________________________________________________________________
 JW0778  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 JW0778  DYNAMIC HT  -         906.279 (meters)    2973.35  (feet)  COMP
 JW0778  MODELED GRAV-     979,856.3   (mgal)                       NAVD 88
 JW0778
 JW0778  VERT ORDER  -  SECOND    CLASS 0
 JW0778
 JW0778.The horizontal coordinates were scaled from a topographic map and have
 JW0778.an estimated accuracy of +/- 6 seconds.
 JW0778
 JW0778.The orthometric height was determined by differential leveling
 JW0778.and adjusted by the National Geodetic Survey in June 1991..
 JW0778
 JW0778.The geoid height was determined by GEOID03.
 JW0778
 JW0778.The dynamic height is computed by dividing the NAVD 88
 JW0778.geopotential number by the normal gravity value computed on the
 JW0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0778.degrees latitude (g = 980.6199 gals.).
 JW0778
 JW0778.The modeled gravity was interpolated from observed gravity values.
 JW0778
 JW0778;                    North         East    Units  Estimated Accuracy
 JW0778;SPC WV N     -    74,380.      600,700.      MT  (+/- 180 meters Scaled)
 JW0778
 JW0778                          SUPERSEDED SURVEY CONTROL
 JW0778
 JW0778  NGVD 29 (??/??/92)  907.049  (m)         2975.88   (f) ADJ UNCH    2 0
 JW0778
 JW0778.Superseded values are not recommended for survey control.
 JW0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0778.See file dsdata.txt to determine how the superseded data were derived.
 JW0778
 JW0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD302367(NAD 83)
 JW0778_MARKER: R = RIVET
 JW0778_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0778_SP_SET: BRIDGE
 JW0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0778
 JW0778  HISTORY     - Date     Condition        Report By
 JW0778  HISTORY     - UNK      MONUMENTED       WMRR
 JW0778  HISTORY     - 1935     GOOD             NGS
 JW0778
 JW0778                          STATION DESCRIPTION
 JW0778
 JW0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0778'2 MI NE FROM THOMAS.
 JW0778'2.0 MILES NORTHEAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0778'STATION AT THOMAS, TUCKER COUNTY, AT WILLIAM SIDING, 134 FEET
 JW0778'NORTH OF MILEPOST C 75, 255 FEET SOUTH OF THE CROSSING OF U.S.
 JW0778'HIGHWAY 219, AT A BRIDGE, IN THE TOP OF THE NORTHWEST CORNER
 JW0778'OF THE NORTH STONE ABUTMENT, 12 FEET WEST OF THE CENTERLINE OF
 JW0778'THE TRACK, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD MONEL-METAL
 JW0778'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2412 ***********************************************************************
 GX2412  DESIGNATION -  RV 230
 GX2412  PID         -  GX2412
 GX2412  STATE/COUNTY-  WV/MINGO
 GX2412  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2412
 GX2412                         *CURRENT SURVEY CONTROL
 GX2412  ___________________________________________________________________
 GX2412* NAD 83(1986)-  37 32 08.     (N)    081 57 23.     (W)     SCALED    
 GX2412* NAVD 88     -       262.350  (meters)     860.73   (feet)  ADJUSTED  
 GX2412  ___________________________________________________________________
 GX2412  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX2412  DYNAMIC HT  -         262.148 (meters)     860.06  (feet)  COMP
 GX2412  MODELED GRAV-     979,851.8   (mgal)                       NAVD 88
 GX2412
 GX2412  VERT ORDER  -  SECOND    CLASS 0
 GX2412
 GX2412.The horizontal coordinates were scaled from a topographic map and have
 GX2412.an estimated accuracy of +/- 6 seconds.
 GX2412
 GX2412.The orthometric height was determined by differential leveling
 GX2412.and adjusted by the National Geodetic Survey in June 1991..
 GX2412
 GX2412.The geoid height was determined by GEOID03.
 GX2412
 GX2412.The dynamic height is computed by dividing the NAVD 88
 GX2412.geopotential number by the normal gravity value computed on the
 GX2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2412.degrees latitude (g = 980.6199 gals.).
 GX2412
 GX2412.The modeled gravity was interpolated from observed gravity values.
 GX2412
 GX2412;                    North         East    Units  Estimated Accuracy
 GX2412;SPC WV S     -    59,880.      515,470.      MT  (+/- 180 meters Scaled)
 GX2412
 GX2412                          SUPERSEDED SURVEY CONTROL
 GX2412
 GX2412  NGVD 29 (??/??/92)  262.562  (m)          861.42   (f) ADJ UNCH    2 0
 GX2412
 GX2412.Superseded values are not recommended for survey control.
 GX2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2412.See file dsdata.txt to determine how the superseded data were derived.
 GX2412
 GX2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB155547(NAD 83)
 GX2412_MARKER: R = RIVET
 GX2412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2412_SP_SET: CONCRETE BASE
 GX2412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2412
 GX2412  HISTORY     - Date     Condition        Report By
 GX2412  HISTORY     - UNK      MONUMENTED       NWRR
 GX2412  HISTORY     - 1935     GOOD             NGS
 GX2412
 GX2412                          STATION DESCRIPTION
 GX2412
 GX2412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2412'1.4 MI SE FROM WHARNCLIFFE.
 GX2412'1.4 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX2412'THE STATION AT WHARNCLIFFE, MINGO COUNTY, 0.4 MILE NORTHWEST
 GX2412'OF MILEPOST N 436, 12 RAILS NORTH OF SEMAPHORE 4363, DIRECTLY
 GX2412'ACROSS THE TRACK FROM TELEPHONE POLE E 52, AT CATENARY BRIDGE
 GX2412'254, IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE, 9.5
 GX2412'FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 1 FOOT ABOVE
 GX2412'THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2414 ***********************************************************************
 GX2414  DESIGNATION -  RV 231
 GX2414  PID         -  GX2414
 GX2414  STATE/COUNTY-  WV/MINGO
 GX2414  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2414
 GX2414                         *CURRENT SURVEY CONTROL
 GX2414  ___________________________________________________________________
 GX2414* NAD 83(1986)-  37 31 52.     (N)    081 56 58.     (W)     SCALED    
 GX2414* NAVD 88     -       265.728  (meters)     871.81   (feet)  ADJUSTED  
 GX2414  ___________________________________________________________________
 GX2414  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX2414  DYNAMIC HT  -         265.522 (meters)     871.13  (feet)  COMP
 GX2414  MODELED GRAV-     979,850.6   (mgal)                       NAVD 88
 GX2414
 GX2414  VERT ORDER  -  SECOND    CLASS 0
 GX2414
 GX2414.The horizontal coordinates were scaled from a topographic map and have
 GX2414.an estimated accuracy of +/- 6 seconds.
 GX2414
 GX2414.The orthometric height was determined by differential leveling
 GX2414.and adjusted by the National Geodetic Survey in June 1991..
 GX2414
 GX2414.The geoid height was determined by GEOID03.
 GX2414
 GX2414.The dynamic height is computed by dividing the NAVD 88
 GX2414.geopotential number by the normal gravity value computed on the
 GX2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2414.degrees latitude (g = 980.6199 gals.).
 GX2414
 GX2414.The modeled gravity was interpolated from observed gravity values.
 GX2414
 GX2414;                    North         East    Units  Estimated Accuracy
 GX2414;SPC WV S     -    59,380.      516,080.      MT  (+/- 180 meters Scaled)
 GX2414
 GX2414                          SUPERSEDED SURVEY CONTROL
 GX2414
 GX2414  NGVD 29 (??/??/92)  265.940  (m)          872.50   (f) ADJ UNCH    2 0
 GX2414
 GX2414.Superseded values are not recommended for survey control.
 GX2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2414.See file dsdata.txt to determine how the superseded data were derived.
 GX2414
 GX2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB161542(NAD 83)
 GX2414_MARKER: R = RIVET
 GX2414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2414_SP_SET: CONCRETE BASE
 GX2414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2414
 GX2414  HISTORY     - Date     Condition        Report By
 GX2414  HISTORY     - UNK      MONUMENTED       NWRR
 GX2414  HISTORY     - 1935     GOOD             NGS
 GX2414
 GX2414                          STATION DESCRIPTION
 GX2414
 GX2414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2414'0.7 MI NW FROM WAR EAGLE.
 GX2414'0.7 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX2414'THE STATION AT WAR EAGLE, MINGO COUNTY, 20 RAILS SOUTHEAST OF
 GX2414'MILEPOST N 436, 15 YARDS NORTHEAST ACROSS THE TRACK FROM TELEPHONE
 GX2414'POLE 435/35, AT CATENARY BRIDGE 242, IN THE TOP OF THE SOUTH
 GX2414'CORNER OF THE CONCRETE BASE, 8 FEET NORTHEAST OF THE NORTHEAST
 GX2414'RAIL, AND ABOUT 16 INCHES ABOVE THE LEVEL OF THE RAIL.  A
 GX2414'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2415 ***********************************************************************
 GX2415  DESIGNATION -  RV 232
 GX2415  PID         -  GX2415
 GX2415  STATE/COUNTY-  WV/MINGO
 GX2415  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2415
 GX2415                         *CURRENT SURVEY CONTROL
 GX2415  ___________________________________________________________________
 GX2415* NAD 83(1986)-  37 31 42.     (N)    081 56 37.     (W)     SCALED    
 GX2415* NAVD 88     -       267.768  (meters)     878.50   (feet)  ADJUSTED  
 GX2415  ___________________________________________________________________
 GX2415  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX2415  DYNAMIC HT  -         267.561 (meters)     877.82  (feet)  COMP
 GX2415  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 GX2415
 GX2415  VERT ORDER  -  SECOND    CLASS 0
 GX2415
 GX2415.The horizontal coordinates were scaled from a topographic map and have
 GX2415.an estimated accuracy of +/- 6 seconds.
 GX2415
 GX2415.The orthometric height was determined by differential leveling
 GX2415.and adjusted by the National Geodetic Survey in June 1991..
 GX2415
 GX2415.The geoid height was determined by GEOID03.
 GX2415
 GX2415.The dynamic height is computed by dividing the NAVD 88
 GX2415.geopotential number by the normal gravity value computed on the
 GX2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2415.degrees latitude (g = 980.6199 gals.).
 GX2415
 GX2415.The modeled gravity was interpolated from observed gravity values.
 GX2415
 GX2415;                    North         East    Units  Estimated Accuracy
 GX2415;SPC WV S     -    59,060.      516,600.      MT  (+/- 180 meters Scaled)
 GX2415
 GX2415                          SUPERSEDED SURVEY CONTROL
 GX2415
 GX2415  NGVD 29 (??/??/92)  267.980  (m)          879.20   (f) ADJ UNCH    2 0
 GX2415
 GX2415.Superseded values are not recommended for survey control.
 GX2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2415.See file dsdata.txt to determine how the superseded data were derived.
 GX2415
 GX2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB166539(NAD 83)
 GX2415_MARKER: R = RIVET
 GX2415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2415_SP_SET: BRIDGE
 GX2415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2415
 GX2415  HISTORY     - Date     Condition        Report By
 GX2415  HISTORY     - UNK      MONUMENTED       NWRR
 GX2415  HISTORY     - 1935     GOOD             NGS
 GX2415
 GX2415                          STATION DESCRIPTION
 GX2415
 GX2415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2415'AT WAR EAGLE.
 GX2415'AT WAR EAGLE, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GX2415'18 RAILS EAST OF MILEPOST N 435, ONE RAIL NORTHEAST OF SEMAPHORE
 GX2415'4351, AT BRIDGE 918, IN THE TOP OF THE SOUTHEAST PARAPET WALL,
 GX2415'12.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 1 FOOT
 GX2415'BELOW THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2416 ***********************************************************************
 GX2416  DESIGNATION -  RV 233
 GX2416  PID         -  GX2416
 GX2416  STATE/COUNTY-  WV/MINGO
 GX2416  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2416
 GX2416                         *CURRENT SURVEY CONTROL
 GX2416  ___________________________________________________________________
 GX2416* NAD 83(1986)-  37 31 13.     (N)    081 56 33.     (W)     SCALED    
 GX2416* NAVD 88     -       272.595  (meters)     894.34   (feet)  ADJUSTED  
 GX2416  ___________________________________________________________________
 GX2416  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GX2416  DYNAMIC HT  -         272.383 (meters)     893.64  (feet)  COMP
 GX2416  MODELED GRAV-     979,847.8   (mgal)                       NAVD 88
 GX2416
 GX2416  VERT ORDER  -  SECOND    CLASS 0
 GX2416
 GX2416.The horizontal coordinates were scaled from a topographic map and have
 GX2416.an estimated accuracy of +/- 6 seconds.
 GX2416
 GX2416.The orthometric height was determined by differential leveling
 GX2416.and adjusted by the National Geodetic Survey in June 1991..
 GX2416
 GX2416.The geoid height was determined by GEOID03.
 GX2416
 GX2416.The dynamic height is computed by dividing the NAVD 88
 GX2416.geopotential number by the normal gravity value computed on the
 GX2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2416.degrees latitude (g = 980.6199 gals.).
 GX2416
 GX2416.The modeled gravity was interpolated from observed gravity values.
 GX2416
 GX2416;                    North         East    Units  Estimated Accuracy
 GX2416;SPC WV S     -    58,170.      516,680.      MT  (+/- 180 meters Scaled)
 GX2416
 GX2416                          SUPERSEDED SURVEY CONTROL
 GX2416
 GX2416  NGVD 29 (??/??/92)  272.806  (m)          895.03   (f) ADJ UNCH    2 0
 GX2416
 GX2416.Superseded values are not recommended for survey control.
 GX2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2416.See file dsdata.txt to determine how the superseded data were derived.
 GX2416
 GX2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB167530(NAD 83)
 GX2416_MARKER: R = RIVET
 GX2416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2416_SP_SET: CONCRETE BASE
 GX2416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2416
 GX2416  HISTORY     - Date     Condition        Report By
 GX2416  HISTORY     - UNK      MONUMENTED       NWRR
 GX2416  HISTORY     - 1935     GOOD             NGS
 GX2416
 GX2416                          STATION DESCRIPTION
 GX2416
 GX2416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2416'0.7 MI SE FROM WAR EAGLE.
 GX2416'0.7 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX2416'STATION AT WAR EAGLE, MINGO COUNTY, 0.4 MILE NORTHWEST OF
 GX2416'MILEPOST N 434, 2 RAILS NORTH OF SEMAPHORE 4343, AT CATENARY
 GX2416'BRIDGE 247, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 GX2416'BASE, 8.5 FEET EAST OF THE EAST RAIL, AND LEVEL WITH THE RAIL.
 GX2416'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2417 ***********************************************************************
 GX2417  DESIGNATION -  RV 234
 GX2417  PID         -  GX2417
 GX2417  STATE/COUNTY-  WV/MINGO
 GX2417  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2417
 GX2417                         *CURRENT SURVEY CONTROL
 GX2417  ___________________________________________________________________
 GX2417* NAD 83(1986)-  37 30 53.     (N)    081 56 17.     (W)     SCALED    
 GX2417* NAVD 88     -       278.461  (meters)     913.58   (feet)  ADJUSTED  
 GX2417  ___________________________________________________________________
 GX2417  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX2417  DYNAMIC HT  -         278.244 (meters)     912.87  (feet)  COMP
 GX2417  MODELED GRAV-     979,846.2   (mgal)                       NAVD 88
 GX2417
 GX2417  VERT ORDER  -  SECOND    CLASS 0
 GX2417
 GX2417.The horizontal coordinates were scaled from a topographic map and have
 GX2417.an estimated accuracy of +/- 6 seconds.
 GX2417
 GX2417.The orthometric height was determined by differential leveling
 GX2417.and adjusted by the National Geodetic Survey in June 1991..
 GX2417
 GX2417.The geoid height was determined by GEOID03.
 GX2417
 GX2417.The dynamic height is computed by dividing the NAVD 88
 GX2417.geopotential number by the normal gravity value computed on the
 GX2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2417.degrees latitude (g = 980.6199 gals.).
 GX2417
 GX2417.The modeled gravity was interpolated from observed gravity values.
 GX2417
 GX2417;                    North         East    Units  Estimated Accuracy
 GX2417;SPC WV S     -    57,550.      517,070.      MT  (+/- 180 meters Scaled)
 GX2417
 GX2417                          SUPERSEDED SURVEY CONTROL
 GX2417
 GX2417  NGVD 29 (??/??/92)  278.670  (m)          914.27   (f) ADJ UNCH    2 0
 GX2417
 GX2417.Superseded values are not recommended for survey control.
 GX2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2417.See file dsdata.txt to determine how the superseded data were derived.
 GX2417
 GX2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB171523(NAD 83)
 GX2417_MARKER: R = RIVET
 GX2417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2417_SP_SET: CONCRETE BASE
 GX2417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2417
 GX2417  HISTORY     - Date     Condition        Report By
 GX2417  HISTORY     - UNK      MONUMENTED       NWRR
 GX2417  HISTORY     - 1935     GOOD             NGS
 GX2417
 GX2417                          STATION DESCRIPTION
 GX2417
 GX2417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2417'1.3 MI SE FROM WAR EAGLE.
 GX2417'1.3 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX2417'THE STATION AT WAR EAGLE, MINGO COUNTY, 0.2 MILE NORTHEAST OF
 GX2417'MILEPOST N 434, AT CATENARY BRIDGE 205, IN THE TOP OF THE EAST
 GX2417'CORNER OF THE CONCRETE BASE, 10 FEET NORTHWEST OF THE NORTHWEST
 GX2417'RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAIL.  A STANDARD
 GX2417'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2419 ***********************************************************************
 GX2419  DESIGNATION -  RV 235
 GX2419  PID         -  GX2419
 GX2419  STATE/COUNTY-  WV/MINGO
 GX2419  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2419
 GX2419                         *CURRENT SURVEY CONTROL
 GX2419  ___________________________________________________________________
 GX2419* NAD 83(1986)-  37 31 08.     (N)    081 55 48.     (W)     SCALED    
 GX2419* NAVD 88     -       282.553  (meters)     927.01   (feet)  ADJUSTED  
 GX2419  ___________________________________________________________________
 GX2419  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX2419  DYNAMIC HT  -         282.334 (meters)     926.29  (feet)  COMP
 GX2419  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 GX2419
 GX2419  VERT ORDER  -  SECOND    CLASS 0
 GX2419
 GX2419.The horizontal coordinates were scaled from a topographic map and have
 GX2419.an estimated accuracy of +/- 6 seconds.
 GX2419
 GX2419.The orthometric height was determined by differential leveling
 GX2419.and adjusted by the National Geodetic Survey in June 1991..
 GX2419
 GX2419.The geoid height was determined by GEOID03.
 GX2419
 GX2419.The dynamic height is computed by dividing the NAVD 88
 GX2419.geopotential number by the normal gravity value computed on the
 GX2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2419.degrees latitude (g = 980.6199 gals.).
 GX2419
 GX2419.The modeled gravity was interpolated from observed gravity values.
 GX2419
 GX2419;                    North         East    Units  Estimated Accuracy
 GX2419;SPC WV S     -    58,000.      517,790.      MT  (+/- 180 meters Scaled)
 GX2419
 GX2419                          SUPERSEDED SURVEY CONTROL
 GX2419
 GX2419  NGVD 29 (??/??/92)  282.762  (m)          927.70   (f) ADJ UNCH    2 0
 GX2419
 GX2419.Superseded values are not recommended for survey control.
 GX2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2419.See file dsdata.txt to determine how the superseded data were derived.
 GX2419
 GX2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB178528(NAD 83)
 GX2419_MARKER: R = RIVET
 GX2419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2419_SP_SET: CONCRETE BASE
 GX2419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2419
 GX2419  HISTORY     - Date     Condition        Report By
 GX2419  HISTORY     - UNK      MONUMENTED       NWRR
 GX2419  HISTORY     - 1935     GOOD             NGS
 GX2419
 GX2419                          STATION DESCRIPTION
 GX2419
 GX2419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2419'1.8 MI NW FROM MOHAWK.
 GX2419'IN MINGO COUNTY, 1.8 MILES NORTHWEST ALONG THE NORFOLK AND
 GX2419'WESTERN RAILWAY FROM THE STATION AT MOHAWK, MCDOWELL  COUNTY,
 GX2419'0.15 MILE NORTHWEST OF MILEPOST N 433, AT CATENARY BRIDGE 193,
 GX2419'IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE, 9.6 FEET
 GX2419'NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 1 FOOT ABOVE THE
 GX2419'LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2420 ***********************************************************************
 GX2420  DESIGNATION -  RV 236
 GX2420  PID         -  GX2420
 GX2420  STATE/COUNTY-  WV/MCDOWELL
 GX2420  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2420
 GX2420                         *CURRENT SURVEY CONTROL
 GX2420  ___________________________________________________________________
 GX2420* NAD 83(1986)-  37 30 40.     (N)    081 55 37.     (W)     SCALED    
 GX2420* NAVD 88     -       282.637  (meters)     927.28   (feet)  ADJUSTED  
 GX2420  ___________________________________________________________________
 GX2420  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX2420  DYNAMIC HT  -         282.417 (meters)     926.56  (feet)  COMP
 GX2420  MODELED GRAV-     979,844.3   (mgal)                       NAVD 88
 GX2420
 GX2420  VERT ORDER  -  SECOND    CLASS 0
 GX2420
 GX2420.The horizontal coordinates were scaled from a topographic map and have
 GX2420.an estimated accuracy of +/- 6 seconds.
 GX2420
 GX2420.The orthometric height was determined by differential leveling
 GX2420.and adjusted by the National Geodetic Survey in June 1991..
 GX2420
 GX2420.The geoid height was determined by GEOID03.
 GX2420
 GX2420.The dynamic height is computed by dividing the NAVD 88
 GX2420.geopotential number by the normal gravity value computed on the
 GX2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2420.degrees latitude (g = 980.6199 gals.).
 GX2420
 GX2420.The modeled gravity was interpolated from observed gravity values.
 GX2420
 GX2420;                    North         East    Units  Estimated Accuracy
 GX2420;SPC WV S     -    57,140.      518,050.      MT  (+/- 180 meters Scaled)
 GX2420
 GX2420                          SUPERSEDED SURVEY CONTROL
 GX2420
 GX2420  NGVD 29 (??/??/92)  282.846  (m)          927.97   (f) ADJ UNCH    2 0
 GX2420
 GX2420.Superseded values are not recommended for survey control.
 GX2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2420.See file dsdata.txt to determine how the superseded data were derived.
 GX2420
 GX2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB180519(NAD 83)
 GX2420_MARKER: R = RIVET
 GX2420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2420_SP_SET: BRIDGE
 GX2420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2420
 GX2420  HISTORY     - Date     Condition        Report By
 GX2420  HISTORY     - UNK      MONUMENTED       NWRR
 GX2420  HISTORY     - 1935     GOOD             NGS
 GX2420
 GX2420                          STATION DESCRIPTION
 GX2420
 GX2420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2420'1.1 MI NW FROM MOHAWK.
 GX2420'1.1 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX2420'THE STATION AT MOHAWK, MCDOWELL  COUNTY, 0.5 MILE NORTHWEST OF
 GX2420'MILEPOST N 432, AT THE MINGO-MCDOWELL  COUNTY LINE, AT BRIDGE 9178
 GX2420'IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHEAST ABUTMENT,
 GX2420'10.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT
 GX2420'BELOW THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2421 ***********************************************************************
 GX2421  DESIGNATION -  RV 237
 GX2421  PID         -  GX2421
 GX2421  STATE/COUNTY-  WV/MCDOWELL
 GX2421  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2421
 GX2421                         *CURRENT SURVEY CONTROL
 GX2421  ___________________________________________________________________
 GX2421* NAD 83(1986)-  37 30 23.     (N)    081 55 27.     (W)     SCALED    
 GX2421* NAVD 88     -       284.518  (meters)     933.46   (feet)  ADJUSTED  
 GX2421  ___________________________________________________________________
 GX2421  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX2421  DYNAMIC HT  -         284.296 (meters)     932.73  (feet)  COMP
 GX2421  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 GX2421
 GX2421  VERT ORDER  -  SECOND    CLASS 0
 GX2421
 GX2421.The horizontal coordinates were scaled from a topographic map and have
 GX2421.an estimated accuracy of +/- 6 seconds.
 GX2421
 GX2421.The orthometric height was determined by differential leveling
 GX2421.and adjusted by the National Geodetic Survey in June 1991..
 GX2421
 GX2421.The geoid height was determined by GEOID03.
 GX2421
 GX2421.The dynamic height is computed by dividing the NAVD 88
 GX2421.geopotential number by the normal gravity value computed on the
 GX2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2421.degrees latitude (g = 980.6199 gals.).
 GX2421
 GX2421.The modeled gravity was interpolated from observed gravity values.
 GX2421
 GX2421;                    North         East    Units  Estimated Accuracy
 GX2421;SPC WV S     -    56,610.      518,290.      MT  (+/- 180 meters Scaled)
 GX2421
 GX2421                          SUPERSEDED SURVEY CONTROL
 GX2421
 GX2421  NGVD 29 (??/??/92)  284.727  (m)          934.14   (f) ADJ UNCH    2 0
 GX2421
 GX2421.Superseded values are not recommended for survey control.
 GX2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2421.See file dsdata.txt to determine how the superseded data were derived.
 GX2421
 GX2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB183514(NAD 83)
 GX2421_MARKER: R = RIVET
 GX2421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2421_SP_SET: FOUNDATION
 GX2421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2421
 GX2421  HISTORY     - Date     Condition        Report By
 GX2421  HISTORY     - UNK      MONUMENTED       NWRR
 GX2421  HISTORY     - 1935     GOOD             NGS
 GX2421
 GX2421                          STATION DESCRIPTION
 GX2421
 GX2421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2421'0.6 MI NW FROM MOHAWK.
 GX2421'0.6 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX2421'STATION AT MOHAWK, MCDOWELL  COUNTY, 4 RAILS EAST OF MILEPOST N
 GX2421'432, 13 RAILS WEST OF SEMAPHORE 4320, AT CATENARY BRIDGE 167, IN
 GX2421'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION, 9.5
 GX2421'FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 2 FEET ABOVE THE
 GX2421'LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1593 ***********************************************************************
 GX1593  DESIGNATION -  RV 238
 GX1593  PID         -  GX1593
 GX1593  STATE/COUNTY-  WV/MCDOWELL
 GX1593  USGS QUAD   -  PANTHER (1977)
 GX1593
 GX1593                         *CURRENT SURVEY CONTROL
 GX1593  ___________________________________________________________________
 GX1593* NAD 83(1986)-  37 29 53.     (N)    081 54 47.     (W)     SCALED    
 GX1593* NAVD 88     -       286.087  (meters)     938.60   (feet)  ADJUSTED  
 GX1593  ___________________________________________________________________
 GX1593  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX1593  DYNAMIC HT  -         285.862 (meters)     937.87  (feet)  COMP
 GX1593  MODELED GRAV-     979,835.7   (mgal)                       NAVD 88
 GX1593
 GX1593  VERT ORDER  -  SECOND    CLASS 0
 GX1593
 GX1593.The horizontal coordinates were scaled from a topographic map and have
 GX1593.an estimated accuracy of +/- 6 seconds.
 GX1593
 GX1593.The orthometric height was determined by differential leveling
 GX1593.and adjusted by the National Geodetic Survey in June 1991..
 GX1593
 GX1593.The geoid height was determined by GEOID03.
 GX1593
 GX1593.The dynamic height is computed by dividing the NAVD 88
 GX1593.geopotential number by the normal gravity value computed on the
 GX1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1593.degrees latitude (g = 980.6199 gals.).
 GX1593
 GX1593.The modeled gravity was interpolated from observed gravity values.
 GX1593
 GX1593;                    North         East    Units  Estimated Accuracy
 GX1593;SPC WV S     -    55,680.      519,260.      MT  (+/- 180 meters Scaled)
 GX1593
 GX1593                          SUPERSEDED SURVEY CONTROL
 GX1593
 GX1593  NGVD 29 (??/??/92)  286.294  (m)          939.28   (f) ADJ UNCH    2 0
 GX1593
 GX1593.Superseded values are not recommended for survey control.
 GX1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1593.See file dsdata.txt to determine how the superseded data were derived.
 GX1593
 GX1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB192505(NAD 83)
 GX1593_MARKER: R = RIVET
 GX1593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1593_SP_SET: ABUTMENT
 GX1593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1593
 GX1593  HISTORY     - Date     Condition        Report By
 GX1593  HISTORY     - UNK      MONUMENTED       NWRR
 GX1593  HISTORY     - 1956     GOOD             NGS
 GX1593
 GX1593                          STATION DESCRIPTION
 GX1593
 GX1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GX1593'0.4 MI SE FROM MOHAWK.
 GX1593'0.4 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILROAD FROM
 GX1593'THE STATION AT MOHAWK, 1.45 MILES NORTHWEST OF THE STATION AT
 GX1593'PANTHER, SET IN THE TOP OF THE EAST END OF NORTH ABUTMENT OF
 GX1593'BRIDGE NO. 916 OVER LONGPOLE CREEK, 4 RAILS SOUTH OF MILE POST
 GX1593'N 431, 7 FEET EAST OF THE EAST RAIL AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0779 ***********************************************************************
 JW0779  DESIGNATION -  RV 24
 JW0779  PID         -  JW0779
 JW0779  STATE/COUNTY-  WV/TUCKER
 JW0779  USGS QUAD   -  DAVIS (1995)
 JW0779
 JW0779                         *CURRENT SURVEY CONTROL
 JW0779  ___________________________________________________________________
 JW0779* NAD 83(1986)-  39 09 30.     (N)    079 29 44.     (W)     SCALED    
 JW0779* NAVD 88     -       905.046  (meters)    2969.31   (feet)  ADJUSTED  
 JW0779  ___________________________________________________________________
 JW0779  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 JW0779  DYNAMIC HT  -         904.377 (meters)    2967.11  (feet)  COMP
 JW0779  MODELED GRAV-     979,856.3   (mgal)                       NAVD 88
 JW0779
 JW0779  VERT ORDER  -  SECOND    CLASS 0
 JW0779
 JW0779.The horizontal coordinates were scaled from a topographic map and have
 JW0779.an estimated accuracy of +/- 6 seconds.
 JW0779
 JW0779.The orthometric height was determined by differential leveling
 JW0779.and adjusted by the National Geodetic Survey in June 1991..
 JW0779
 JW0779.The geoid height was determined by GEOID03.
 JW0779
 JW0779.The dynamic height is computed by dividing the NAVD 88
 JW0779.geopotential number by the normal gravity value computed on the
 JW0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0779.degrees latitude (g = 980.6199 gals.).
 JW0779
 JW0779.The modeled gravity was interpolated from observed gravity values.
 JW0779
 JW0779;                    North         East    Units  Estimated Accuracy
 JW0779;SPC WV N     -    73,090.      600,380.      MT  (+/- 180 meters Scaled)
 JW0779
 JW0779                          SUPERSEDED SURVEY CONTROL
 JW0779
 JW0779  NGVD 29 (??/??/92)  905.149  (m)         2969.64   (f) ADJ UNCH    2 0
 JW0779
 JW0779.Superseded values are not recommended for survey control.
 JW0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0779.See file dsdata.txt to determine how the superseded data were derived.
 JW0779
 JW0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD299354(NAD 83)
 JW0779_MARKER: R = RIVET
 JW0779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0779_SP_SET: PIER
 JW0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0779
 JW0779  HISTORY     - Date     Condition        Report By
 JW0779  HISTORY     - UNK      MONUMENTED       WMRR
 JW0779  HISTORY     - 1935     GOOD             NGS
 JW0779  HISTORY     - 1957     MARK NOT FOUND   USGS
 JW0779
 JW0779                          STATION DESCRIPTION
 JW0779
 JW0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0779'1.1 MI N FROM THOMAS.
 JW0779'1.1 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0779'STATION AT THOMAS, TUCKER COUNTY, IN THE TOP OF THE SOUTHWEST
 JW0779'CONCRETE PIER OF A COAL TIPPLE, 9 FEET WEST OF THE CENTERLINE
 JW0779'OF THE WEST TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 JW0779'MONEL-METAL RIVET.
 JW0779
 JW0779                          STATION RECOVERY (1957)
 JW0779
 JW0779'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JW0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1932 ***********************************************************************
 HW1932  DESIGNATION -  RV 24
 HW1932  PID         -  HW1932
 HW1932  STATE/COUNTY-  WV/POCAHONTAS
 HW1932  USGS QUAD   -  WILDELL (1995)
 HW1932
 HW1932                         *CURRENT SURVEY CONTROL
 HW1932  ___________________________________________________________________
 HW1932* NAD 83(1986)-  38 39 42.     (N)    079 48 09.     (W)     SCALED    
 HW1932* NAVD 88     -       904.655  (meters)    2968.02   (feet)  POSTED    
 HW1932  ___________________________________________________________________
 HW1932  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HW1932  DYNAMIC HT  -         903.940 (meters)    2965.68  (feet)  COMP
 HW1932  MODELED GRAV-     979,803.7   (mgal)                       NAVD 88
 HW1932
 HW1932  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HW1932
 HW1932.The horizontal coordinates were scaled from a topographic map and have
 HW1932.an estimated accuracy of +/- 6 seconds.
 HW1932
 HW1932.The orthometric height was determined by differential leveling
 HW1932.and adjusted by the National Geodetic Survey in 1992..
 HW1932.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HW1932.rate of 2.1 thru 3.0 mm/km.
 HW1932
 HW1932.The geoid height was determined by GEOID03.
 HW1932
 HW1932.The dynamic height is computed by dividing the NAVD 88
 HW1932.geopotential number by the normal gravity value computed on the
 HW1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1932.degrees latitude (g = 980.6199 gals.).
 HW1932
 HW1932.The modeled gravity was interpolated from observed gravity values.
 HW1932
 HW1932;                    North         East    Units  Estimated Accuracy
 HW1932;SPC WV S     -   185,100.      704,220.      MT  (+/- 180 meters Scaled)
 HW1932
 HW1932                          SUPERSEDED SURVEY CONTROL
 HW1932
 HW1932  NGVD 29 (??/??/92)  904.753  (m)         2968.34   (f) ADJ UNCH    1 2
 HW1932
 HW1932.Superseded values are not recommended for survey control.
 HW1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1932.See file dsdata.txt to determine how the superseded data were derived.
 HW1932
 HW1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC041799(NAD 83)
 HW1932_MARKER: R = RIVET
 HW1932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1932_SP_SET: BRIDGE
 HW1932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1932
 HW1932  HISTORY     - Date     Condition        Report By
 HW1932  HISTORY     - UNK      MONUMENTED       WMRR
 HW1932  HISTORY     - 1933     GOOD             NGS
 HW1932  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1932
 HW1932                          STATION DESCRIPTION
 HW1932
 HW1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1932'11.2 MI N FROM DURBIN.
 HW1932'11.2 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1932'UNION STATION AT DURBIN, POCAHONTAS COUNTY, 15 YARDS NORTH OF
 HW1932'MILEPOST E 36, AT A BRIDGE, AT THE SOUTH ABUTMENT, IN THE TOP
 HW1932'OF THE SOUTHWEST CORNER OF THE SECOND STEP FROM THE TOP OF THE
 HW1932'WEST WING WALL, 3 YARDS WEST OF THE CENTERLINE OF THE TRACK,
 HW1932'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD MONEL-METAL
 HW1932'RIVET.
 HW1932
 HW1932                          STATION RECOVERY (1983)
 HW1932
 HW1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1596 ***********************************************************************
 GX1596  DESIGNATION -  RV 242
 GX1596  PID         -  GX1596
 GX1596  STATE/COUNTY-  WV/MCDOWELL
 GX1596  USGS QUAD   -  PANTHER (1977)
 GX1596
 GX1596                         *CURRENT SURVEY CONTROL
 GX1596  ___________________________________________________________________
 GX1596* NAD 83(1986)-  37 28 18.     (N)    081 52 53.     (W)     SCALED    
 GX1596* NAVD 88     -       291.168  (meters)     955.27   (feet)  ADJUSTED  
 GX1596  ___________________________________________________________________
 GX1596  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX1596  DYNAMIC HT  -         290.934 (meters)     954.51  (feet)  COMP
 GX1596  MODELED GRAV-     979,820.5   (mgal)                       NAVD 88
 GX1596
 GX1596  VERT ORDER  -  SECOND    CLASS 0
 GX1596
 GX1596.The horizontal coordinates were scaled from a topographic map and have
 GX1596.an estimated accuracy of +/- 6 seconds.
 GX1596
 GX1596.The orthometric height was determined by differential leveling
 GX1596.and adjusted by the National Geodetic Survey in June 1991..
 GX1596
 GX1596.The geoid height was determined by GEOID03.
 GX1596
 GX1596.The dynamic height is computed by dividing the NAVD 88
 GX1596.geopotential number by the normal gravity value computed on the
 GX1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1596.degrees latitude (g = 980.6199 gals.).
 GX1596
 GX1596.The modeled gravity was interpolated from observed gravity values.
 GX1596
 GX1596;                    North         East    Units  Estimated Accuracy
 GX1596;SPC WV S     -    52,720.      522,030.      MT  (+/- 180 meters Scaled)
 GX1596
 GX1596                          SUPERSEDED SURVEY CONTROL
 GX1596
 GX1596  NGVD 29 (??/??/92)  291.372  (m)          955.94   (f) ADJ UNCH    2 0
 GX1596
 GX1596.Superseded values are not recommended for survey control.
 GX1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1596.See file dsdata.txt to determine how the superseded data were derived.
 GX1596
 GX1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB220475(NAD 83)
 GX1596_MARKER: R = RIVET
 GX1596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1596_SP_SET: CONCRETE BASE
 GX1596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1596
 GX1596  HISTORY     - Date     Condition        Report By
 GX1596  HISTORY     - UNK      MONUMENTED       NWRR
 GX1596  HISTORY     - 1935     GOOD             NGS
 GX1596
 GX1596                          STATION DESCRIPTION
 GX1596
 GX1596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1596'1.4 MI SE FROM PANTHER.
 GX1596'1.4 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1596'THE STATION AT PANTHER, MCDOWELL COUNTY, 5-1/2 RAILS NORTHWEST
 GX1596'OF MILEPOST N 428, AT CATENARY BRIDGE 95, IN THE TOP OF THE SOUTH
 GX1596'CORNER OF THE CONCRETE BASE, 9.3 FEET NORTHEAST OF THE NORTHEAST
 GX1596'RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAIL.  A STANDARD
 GX1596'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1598 ***********************************************************************
 GX1598  DESIGNATION -  RV 244
 GX1598  PID         -  GX1598
 GX1598  STATE/COUNTY-  WV/MCDOWELL
 GX1598  USGS QUAD   -  IAEGER (1976)
 GX1598
 GX1598                         *CURRENT SURVEY CONTROL
 GX1598  ___________________________________________________________________
 GX1598* NAD 83(1986)-  37 28 18.     (N)    081 51 37.     (W)     SCALED    
 GX1598* NAVD 88     -       293.974  (meters)     964.48   (feet)  ADJUSTED  
 GX1598  ___________________________________________________________________
 GX1598  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX1598  DYNAMIC HT  -         293.738 (meters)     963.71  (feet)  COMP
 GX1598  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 GX1598
 GX1598  VERT ORDER  -  SECOND    CLASS 0
 GX1598
 GX1598.The horizontal coordinates were scaled from a topographic map and have
 GX1598.an estimated accuracy of +/- 6 seconds.
 GX1598
 GX1598.The orthometric height was determined by differential leveling
 GX1598.and adjusted by the National Geodetic Survey in June 1991..
 GX1598
 GX1598.The geoid height was determined by GEOID03.
 GX1598
 GX1598.The dynamic height is computed by dividing the NAVD 88
 GX1598.geopotential number by the normal gravity value computed on the
 GX1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1598.degrees latitude (g = 980.6199 gals.).
 GX1598
 GX1598.The modeled gravity was interpolated from observed gravity values.
 GX1598
 GX1598;                    North         East    Units  Estimated Accuracy
 GX1598;SPC WV S     -    52,700.      523,900.      MT  (+/- 180 meters Scaled)
 GX1598
 GX1598                          SUPERSEDED SURVEY CONTROL
 GX1598
 GX1598  NGVD 29 (??/??/92)  294.175  (m)          965.14   (f) ADJ UNCH    2 0
 GX1598
 GX1598.Superseded values are not recommended for survey control.
 GX1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1598.See file dsdata.txt to determine how the superseded data were derived.
 GX1598
 GX1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB239475(NAD 83)
 GX1598_MARKER: R = RIVET
 GX1598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1598_SP_SET: BASE
 GX1598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1598
 GX1598  HISTORY     - Date     Condition        Report By
 GX1598  HISTORY     - UNK      MONUMENTED       NWRR
 GX1598  HISTORY     - 1935     GOOD             NGS
 GX1598
 GX1598                          STATION DESCRIPTION
 GX1598
 GX1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1598'2 MI SW FROM HULL.
 GX1598'2.0 MILES SOUTHWEST ALONG NORFOLK AND WESTERN RAILWAY FROM THE
 GX1598'STATION AT HULL, MCDOWELL COUNTY, 55 YARDS NORTHWEST OF FLAG
 GX1598'STOP KROLL-LITZ, 0.3 MILE SOUTHEAST OF MILEPOST N 427, 120 FEET
 GX1598'NORTH ACROSS THE TRACK FROM A UNITED MINE WORKERS OF AMERICA
 GX1598'BUILDING, AT CATENARY BRIDGE 70, IN THE TOP OF THE SOUTH CORNER
 GX1598'OF THE CONCRETE BASE, 11.7 FEET NORTHEAST OF THE NORTHEAST RAIL,
 GX1598'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAIL.  A STANDARD
 GX1598'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1599 ***********************************************************************
 GX1599  DESIGNATION -  RV 245
 GX1599  PID         -  GX1599
 GX1599  STATE/COUNTY-  WV/MCDOWELL
 GX1599  USGS QUAD   -  IAEGER (1976)
 GX1599
 GX1599                         *CURRENT SURVEY CONTROL
 GX1599  ___________________________________________________________________
 GX1599* NAD 83(1986)-  37 28 34.     (N)    081 50 55.     (W)     SCALED    
 GX1599* NAVD 88     -       294.726  (meters)     966.95   (feet)  ADJUSTED  
 GX1599  ___________________________________________________________________
 GX1599  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX1599  DYNAMIC HT  -         294.491 (meters)     966.18  (feet)  COMP
 GX1599  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 GX1599
 GX1599  VERT ORDER  -  SECOND    CLASS 0
 GX1599
 GX1599.The horizontal coordinates were scaled from a topographic map and have
 GX1599.an estimated accuracy of +/- 6 seconds.
 GX1599
 GX1599.The orthometric height was determined by differential leveling
 GX1599.and adjusted by the National Geodetic Survey in June 1991..
 GX1599
 GX1599.The geoid height was determined by GEOID03.
 GX1599
 GX1599.The dynamic height is computed by dividing the NAVD 88
 GX1599.geopotential number by the normal gravity value computed on the
 GX1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1599.degrees latitude (g = 980.6199 gals.).
 GX1599
 GX1599.The modeled gravity was interpolated from observed gravity values.
 GX1599
 GX1599;                    North         East    Units  Estimated Accuracy
 GX1599;SPC WV S     -    53,190.      524,940.      MT  (+/- 180 meters Scaled)
 GX1599
 GX1599                          SUPERSEDED SURVEY CONTROL
 GX1599
 GX1599  NGVD 29 (??/??/92)  294.926  (m)          967.60   (f) ADJ UNCH    2 0
 GX1599
 GX1599.Superseded values are not recommended for survey control.
 GX1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1599.See file dsdata.txt to determine how the superseded data were derived.
 GX1599
 GX1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB249480(NAD 83)
 GX1599_MARKER: R = RIVET
 GX1599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1599_SP_SET: BASE
 GX1599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1599
 GX1599  HISTORY     - Date     Condition        Report By
 GX1599  HISTORY     - UNK      MONUMENTED       NWRR
 GX1599  HISTORY     - 1935     GOOD             NGS
 GX1599
 GX1599                          STATION DESCRIPTION
 GX1599
 GX1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1599'1.3 MI SW FROM HULL.
 GX1599'1.3 MILES SOUTHWEST ALONG NORFOLK AND WESTERN RAILWAY FROM THE
 GX1599'STATION AT HULL, MCDOWELL COUNTY, 10 RAILS EAST OF MILEPOST
 GX1599'N 426, AT CATENARY BRIDGE 56, IN THE TOP OF THE SOUTHEAST CORNER
 GX1599'OF THE CONCRETE BASE, 11.5 FEET NORTH OF THE NORTH RAIL, AND
 GX1599'ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL
 GX1599'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1601 ***********************************************************************
 GX1601  DESIGNATION -  RV 246
 GX1601  PID         -  GX1601
 GX1601  STATE/COUNTY-  WV/MCDOWELL
 GX1601  USGS QUAD   -  IAEGER (1976)
 GX1601
 GX1601                         *CURRENT SURVEY CONTROL
 GX1601  ___________________________________________________________________
 GX1601* NAD 83(1986)-  37 29 11.     (N)    081 50 38.     (W)     SCALED    
 GX1601* NAVD 88     -       294.807  (meters)     967.21   (feet)  ADJUSTED  
 GX1601  ___________________________________________________________________
 GX1601  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX1601  DYNAMIC HT  -         294.572 (meters)     966.44  (feet)  COMP
 GX1601  MODELED GRAV-     979,827.3   (mgal)                       NAVD 88
 GX1601
 GX1601  VERT ORDER  -  SECOND    CLASS 0
 GX1601
 GX1601.The horizontal coordinates were scaled from a topographic map and have
 GX1601.an estimated accuracy of +/- 6 seconds.
 GX1601
 GX1601.The orthometric height was determined by differential leveling
 GX1601.and adjusted by the National Geodetic Survey in June 1991..
 GX1601
 GX1601.The geoid height was determined by GEOID03.
 GX1601
 GX1601.The dynamic height is computed by dividing the NAVD 88
 GX1601.geopotential number by the normal gravity value computed on the
 GX1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1601.degrees latitude (g = 980.6199 gals.).
 GX1601
 GX1601.The modeled gravity was interpolated from observed gravity values.
 GX1601
 GX1601;                    North         East    Units  Estimated Accuracy
 GX1601;SPC WV S     -    54,320.      525,370.      MT  (+/- 180 meters Scaled)
 GX1601
 GX1601                          SUPERSEDED SURVEY CONTROL
 GX1601
 GX1601  NGVD 29 (??/??/92)  295.006  (m)          967.87   (f) ADJ UNCH    2 0
 GX1601
 GX1601.Superseded values are not recommended for survey control.
 GX1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1601.See file dsdata.txt to determine how the superseded data were derived.
 GX1601
 GX1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB253491(NAD 83)
 GX1601_MARKER: R = RIVET
 GX1601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1601_SP_SET: WALL
 GX1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1601
 GX1601  HISTORY     - Date     Condition        Report By
 GX1601  HISTORY     - UNK      MONUMENTED       NWRR
 GX1601  HISTORY     - 1935     GOOD             NGS
 GX1601
 GX1601                          STATION DESCRIPTION
 GX1601
 GX1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1601'0.5 MI SW FROM HULL.
 GX1601'0.5 MILE SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1601'THE STATION AT HULL, MCDOWELL COUNTY, ABOUT 200 YARDS WEST OF
 GX1601'MILEPOST N 425, AT THE LITTLE WAR CREEK COAL CO. PROPERTY, 33
 GX1601'FEET NORTH OF THE NORTH RAIL OF THE MAIN WEST-BOUND TRACK, 7 FEET
 GX1601'SOUTH OF THE SOUTH RAIL OF A SPUR TRACK, AT A BRIDGE OVER LITTLE
 GX1601'WAR CREEK, AND IN THE TOP OF THE SOUTH END OF THE WEST BACK WALL.
 GX1601'A STANDARD MONEL-METAL EIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1602 ***********************************************************************
 GX1602  DESIGNATION -  RV 247
 GX1602  PID         -  GX1602
 GX1602  STATE/COUNTY-  WV/MCDOWELL
 GX1602  USGS QUAD   -  IAEGER (1976)
 GX1602
 GX1602                         *CURRENT SURVEY CONTROL
 GX1602  ___________________________________________________________________
 GX1602* NAD 83(1986)-  37 28 52.     (N)    081 50 19.     (W)     SCALED    
 GX1602* NAVD 88     -       294.050  (meters)     964.73   (feet)  ADJUSTED  
 GX1602  ___________________________________________________________________
 GX1602  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX1602  DYNAMIC HT  -         293.816 (meters)     963.96  (feet)  COMP
 GX1602  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 GX1602
 GX1602  VERT ORDER  -  SECOND    CLASS 0
 GX1602
 GX1602.The horizontal coordinates were scaled from a topographic map and have
 GX1602.an estimated accuracy of +/- 6 seconds.
 GX1602
 GX1602.The orthometric height was determined by differential leveling
 GX1602.and adjusted by the National Geodetic Survey in June 1991..
 GX1602
 GX1602.The geoid height was determined by GEOID03.
 GX1602
 GX1602.The dynamic height is computed by dividing the NAVD 88
 GX1602.geopotential number by the normal gravity value computed on the
 GX1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1602.degrees latitude (g = 980.6199 gals.).
 GX1602
 GX1602.The modeled gravity was interpolated from observed gravity values.
 GX1602
 GX1602;                    North         East    Units  Estimated Accuracy
 GX1602;SPC WV S     -    53,730.      525,830.      MT  (+/- 180 meters Scaled)
 GX1602
 GX1602                          SUPERSEDED SURVEY CONTROL
 GX1602
 GX1602  NGVD 29 (??/??/92)  294.249  (m)          965.38   (f) ADJ UNCH    2 0
 GX1602
 GX1602.Superseded values are not recommended for survey control.
 GX1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1602.See file dsdata.txt to determine how the superseded data were derived.
 GX1602
 GX1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB258485(NAD 83)
 GX1602_MARKER: R = RIVET
 GX1602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1602_SP_SET: WALL
 GX1602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1602
 GX1602  HISTORY     - Date     Condition        Report By
 GX1602  HISTORY     - UNK      MONUMENTED       NWRR
 GX1602  HISTORY     - 1935     GOOD             NGS
 GX1602
 GX1602                          STATION DESCRIPTION
 GX1602
 GX1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1602'AT HULL.
 GX1602'AT HULL, MCDOWELL COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GX1602'75 YARDS SOUTHEAST OF THE STATION PLATFORM, AT BRIDGE 913 OVER
 GX1602'STATE HIGHWAY 83, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 GX1602'SOUTHWEST PARAPET WALL, 2 INCHES FROM THE SOUTH CORNER, 14.5
 GX1602'FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2 FEET BELOW THE
 GX1602'LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1603 ***********************************************************************
 GX1603  DESIGNATION -  RV 248
 GX1603  PID         -  GX1603
 GX1603  STATE/COUNTY-  WV/MCDOWELL
 GX1603  USGS QUAD   -  IAEGER (1976)
 GX1603
 GX1603                         *CURRENT SURVEY CONTROL
 GX1603  ___________________________________________________________________
 GX1603* NAD 83(1986)-  37 28 27.     (N)    081 49 44.     (W)     SCALED    
 GX1603* NAVD 88     -       296.894  (meters)     974.06   (feet)  ADJUSTED  
 GX1603  ___________________________________________________________________
 GX1603  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX1603  DYNAMIC HT  -         296.657 (meters)     973.28  (feet)  COMP
 GX1603  MODELED GRAV-     979,824.5   (mgal)                       NAVD 88
 GX1603
 GX1603  VERT ORDER  -  SECOND    CLASS 0
 GX1603
 GX1603.The horizontal coordinates were scaled from a topographic map and have
 GX1603.an estimated accuracy of +/- 6 seconds.
 GX1603
 GX1603.The orthometric height was determined by differential leveling
 GX1603.and adjusted by the National Geodetic Survey in June 1991..
 GX1603
 GX1603.The geoid height was determined by GEOID03.
 GX1603
 GX1603.The dynamic height is computed by dividing the NAVD 88
 GX1603.geopotential number by the normal gravity value computed on the
 GX1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1603.degrees latitude (g = 980.6199 gals.).
 GX1603
 GX1603.The modeled gravity was interpolated from observed gravity values.
 GX1603
 GX1603;                    North         East    Units  Estimated Accuracy
 GX1603;SPC WV S     -    52,960.      526,680.      MT  (+/- 180 meters Scaled)
 GX1603
 GX1603                          SUPERSEDED SURVEY CONTROL
 GX1603
 GX1603  NGVD 29 (??/??/92)  297.091  (m)          974.71   (f) ADJ UNCH    2 0
 GX1603
 GX1603.Superseded values are not recommended for survey control.
 GX1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1603.See file dsdata.txt to determine how the superseded data were derived.
 GX1603
 GX1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB267477(NAD 83)
 GX1603_MARKER: R = RIVET
 GX1603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1603_SP_SET: CONCRETE BASE
 GX1603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1603
 GX1603  HISTORY     - Date     Condition        Report By
 GX1603  HISTORY     - UNK      MONUMENTED       NWRR
 GX1603  HISTORY     - 1935     GOOD             NGS
 GX1603
 GX1603                          STATION DESCRIPTION
 GX1603
 GX1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1603'0.8 MI SE FROM HULL.
 GX1603'0.8 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1603'THE STATION AT HULL, MCDOWELL COUNTY, 0.1 MILE EAST OF MILEPOST
 GX1603'N 424, 7 RAILS EAST OF SEMAPHOR 4239, AT CATENARY BRIDGE 18, IN
 GX1603'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE, 11.5 FEET
 GX1603'NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 GX1603'THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1933 ***********************************************************************
 HW1933  DESIGNATION -  RV 25
 HW1933  PID         -  HW1933
 HW1933  STATE/COUNTY-  WV/POCAHONTAS
 HW1933  USGS QUAD   -  WILDELL (1995)
 HW1933
 HW1933                         *CURRENT SURVEY CONTROL
 HW1933  ___________________________________________________________________
 HW1933* NAD 83(1986)-  38 38 27.     (N)    079 48 20.     (W)     SCALED    
 HW1933* NAVD 88     -       900.718  (meters)    2955.11   (feet)  POSTED    
 HW1933  ___________________________________________________________________
 HW1933  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HW1933  DYNAMIC HT  -         900.000 (meters)    2952.75  (feet)  COMP
 HW1933  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 HW1933
 HW1933  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HW1933
 HW1933.The horizontal coordinates were scaled from a topographic map and have
 HW1933.an estimated accuracy of +/- 6 seconds.
 HW1933
 HW1933.The orthometric height was determined by differential leveling
 HW1933.and adjusted by the National Geodetic Survey in 1992..
 HW1933.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HW1933.rate of 2.1 thru 3.0 mm/km.
 HW1933
 HW1933.The geoid height was determined by GEOID03.
 HW1933
 HW1933.The dynamic height is computed by dividing the NAVD 88
 HW1933.geopotential number by the normal gravity value computed on the
 HW1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1933.degrees latitude (g = 980.6199 gals.).
 HW1933
 HW1933.The modeled gravity was interpolated from observed gravity values.
 HW1933
 HW1933;                    North         East    Units  Estimated Accuracy
 HW1933;SPC WV S     -   182,790.      703,980.      MT  (+/- 180 meters Scaled)
 HW1933
 HW1933                          SUPERSEDED SURVEY CONTROL
 HW1933
 HW1933  NGVD 29 (??/??/92)  900.811  (m)         2955.41   (f) ADJ UNCH    1 2
 HW1933
 HW1933.Superseded values are not recommended for survey control.
 HW1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1933.See file dsdata.txt to determine how the superseded data were derived.
 HW1933
 HW1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC039775(NAD 83)
 HW1933_MARKER: R = RIVET
 HW1933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1933_SP_SET: BRIDGE
 HW1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1933
 HW1933  HISTORY     - Date     Condition        Report By
 HW1933  HISTORY     - UNK      MONUMENTED       WMRR
 HW1933  HISTORY     - 1933     GOOD             NGS
 HW1933  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1933
 HW1933                          STATION DESCRIPTION
 HW1933
 HW1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1933'9.5 MI N FROM DURBIN.
 HW1933'9.5 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1933'UNION STATION AT DURBIN, POCAHONTAS COUNTY, 0.3 MILE NORTH OF
 HW1933'MILEPOST E 38, AT THE BRIDGE OVER GREENBRIER RIVER, IN THE TOP
 HW1933'OF THE SOUTHEAST CORNER OF THE EAST WING WALL OF THE SOUTH
 HW1933'ABUTMENT, 4 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND
 HW1933'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 HW1933
 HW1933                          STATION RECOVERY (1983)
 HW1933
 HW1933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0781 ***********************************************************************
 JW0781  DESIGNATION -  RV 25
 JW0781  PID         -  JW0781
 JW0781  STATE/COUNTY-  WV/TUCKER
 JW0781  USGS QUAD   -  LEAD MINE (1995)
 JW0781
 JW0781                         *CURRENT SURVEY CONTROL
 JW0781  ___________________________________________________________________
 JW0781* NAD 83(1986)-  39 08 38.     (N)    079 30 07.     (W)     SCALED    
 JW0781* NAVD 88     -       897.388  (meters)    2944.18   (feet)  ADJUSTED  
 JW0781  ___________________________________________________________________
 JW0781  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JW0781  DYNAMIC HT  -         896.724 (meters)    2942.00  (feet)  COMP
 JW0781  MODELED GRAV-     979,856.0   (mgal)                       NAVD 88
 JW0781
 JW0781  VERT ORDER  -  SECOND    CLASS 0
 JW0781
 JW0781.The horizontal coordinates were scaled from a topographic map and have
 JW0781.an estimated accuracy of +/- 6 seconds.
 JW0781
 JW0781.The orthometric height was determined by differential leveling
 JW0781.and adjusted by the National Geodetic Survey in June 1991..
 JW0781
 JW0781.The geoid height was determined by GEOID03.
 JW0781
 JW0781.The dynamic height is computed by dividing the NAVD 88
 JW0781.geopotential number by the normal gravity value computed on the
 JW0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0781.degrees latitude (g = 980.6199 gals.).
 JW0781
 JW0781.The modeled gravity was interpolated from observed gravity values.
 JW0781
 JW0781;                    North         East    Units  Estimated Accuracy
 JW0781;SPC WV N     -    71,480.      599,830.      MT  (+/- 180 meters Scaled)
 JW0781
 JW0781                          SUPERSEDED SURVEY CONTROL
 JW0781
 JW0781  NGVD 29 (??/??/92)  897.492  (m)         2944.52   (f) ADJ UNCH    2 0
 JW0781
 JW0781.Superseded values are not recommended for survey control.
 JW0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0781.See file dsdata.txt to determine how the superseded data were derived.
 JW0781
 JW0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD294338(NAD 83)
 JW0781_MARKER: R = RIVET
 JW0781_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0781_SP_SET: BRIDGE
 JW0781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0781
 JW0781  HISTORY     - Date     Condition        Report By
 JW0781  HISTORY     - UNK      MONUMENTED       WMRR
 JW0781  HISTORY     - 1935     GOOD             NGS
 JW0781
 JW0781                          STATION DESCRIPTION
 JW0781
 JW0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0781'AT THOMAS.
 JW0781'AT THOMAS, TUCKER COUNTY, ON THE WESTERN MARYLAND RAILWAY, 99
 JW0781'FEET SOUTH OF THE SOUTH END OF THE PASSENGER STATION, 156 FEET
 JW0781'NORTH OF MILEPOST C 77, AT A BRIDGE OVER BLACKWATER RIVER, IN
 JW0781'THE TOP OF THE SOUTHEAST WINGWALL OF THE SOUTH CONCRETE ABUTMENT,
 JW0781'AND 12 FEET EAST OF THE CENTERLINE OF THE EAST TRACK.  A STANDARD
 JW0781'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1609 ***********************************************************************
 GX1609  DESIGNATION -  RV 251
 GX1609  PID         -  GX1609
 GX1609  STATE/COUNTY-  WV/MCDOWELL
 GX1609  USGS QUAD   -  IAEGER (1976)
 GX1609
 GX1609                         *CURRENT SURVEY CONTROL
 GX1609  ___________________________________________________________________
 GX1609* NAD 83(1986)-  37 28 06.     (N)    081 48 29.     (W)     SCALED    
 GX1609* NAVD 88     -       299.615  (meters)     982.99   (feet)  ADJUSTED  
 GX1609  ___________________________________________________________________
 GX1609  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX1609  DYNAMIC HT  -         299.376 (meters)     982.20  (feet)  COMP
 GX1609  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 GX1609
 GX1609  VERT ORDER  -  SECOND    CLASS 0
 GX1609
 GX1609.The horizontal coordinates were scaled from a topographic map and have
 GX1609.an estimated accuracy of +/- 6 seconds.
 GX1609
 GX1609.The orthometric height was determined by differential leveling
 GX1609.and adjusted by the National Geodetic Survey in June 1991..
 GX1609
 GX1609.The geoid height was determined by GEOID03.
 GX1609
 GX1609.The dynamic height is computed by dividing the NAVD 88
 GX1609.geopotential number by the normal gravity value computed on the
 GX1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1609.degrees latitude (g = 980.6199 gals.).
 GX1609
 GX1609.The modeled gravity was interpolated from observed gravity values.
 GX1609
 GX1609;                    North         East    Units  Estimated Accuracy
 GX1609;SPC WV S     -    52,290.      528,520.      MT  (+/- 180 meters Scaled)
 GX1609
 GX1609                          SUPERSEDED SURVEY CONTROL
 GX1609
 GX1609  NGVD 29 (??/??/92)  299.812  (m)          983.63   (f) ADJ UNCH    2 0
 GX1609
 GX1609.Superseded values are not recommended for survey control.
 GX1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1609.See file dsdata.txt to determine how the superseded data were derived.
 GX1609
 GX1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB285471(NAD 83)
 GX1609_MARKER: R = RIVET
 GX1609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1609_SP_SET: HEADWALL
 GX1609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1609
 GX1609  HISTORY     - Date     Condition        Report By
 GX1609  HISTORY     - UNK      MONUMENTED       NWRR
 GX1609  HISTORY     - 1935     GOOD             NGS
 GX1609
 GX1609                          STATION DESCRIPTION
 GX1609
 GX1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1609'AT IAEGER.
 GX1609'AT IAEGER, MCDOWELL COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GX1609'241 YARDS EAST OF THE STATION, 4 RAILS WEST OF SEMAPHORE 4218,
 GX1609'AT A CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE NORTH
 GX1609'HEADWALL, 5 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT BELOW
 GX1609'THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1610 ***********************************************************************
 GX1610  DESIGNATION -  RV 252
 GX1610  PID         -  GX1610
 GX1610  STATE/COUNTY-  WV/MCDOWELL
 GX1610  USGS QUAD   -  IAEGER (1976)
 GX1610
 GX1610                         *CURRENT SURVEY CONTROL
 GX1610  ___________________________________________________________________
 GX1610* NAD 83(1986)-  37 28 19.     (N)    081 48 08.     (W)     SCALED    
 GX1610* NAVD 88     -       300.507  (meters)     985.91   (feet)  ADJUSTED  
 GX1610  ___________________________________________________________________
 GX1610  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX1610  DYNAMIC HT  -         300.268 (meters)     985.13  (feet)  COMP
 GX1610  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 GX1610
 GX1610  VERT ORDER  -  SECOND    CLASS 0
 GX1610
 GX1610.The horizontal coordinates were scaled from a topographic map and have
 GX1610.an estimated accuracy of +/- 6 seconds.
 GX1610
 GX1610.The orthometric height was determined by differential leveling
 GX1610.and adjusted by the National Geodetic Survey in June 1991..
 GX1610
 GX1610.The geoid height was determined by GEOID03.
 GX1610
 GX1610.The dynamic height is computed by dividing the NAVD 88
 GX1610.geopotential number by the normal gravity value computed on the
 GX1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1610.degrees latitude (g = 980.6199 gals.).
 GX1610
 GX1610.The modeled gravity was interpolated from observed gravity values.
 GX1610
 GX1610;                    North         East    Units  Estimated Accuracy
 GX1610;SPC WV S     -    52,690.      529,040.      MT  (+/- 180 meters Scaled)
 GX1610
 GX1610                          SUPERSEDED SURVEY CONTROL
 GX1610
 GX1610  NGVD 29 (??/??/92)  300.703  (m)          986.56   (f) ADJ UNCH    2 0
 GX1610
 GX1610.Superseded values are not recommended for survey control.
 GX1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1610.See file dsdata.txt to determine how the superseded data were derived.
 GX1610
 GX1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB290475(NAD 83)
 GX1610_MARKER: R = RIVET
 GX1610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1610_SP_SET: ABUTMENT
 GX1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1610
 GX1610  HISTORY     - Date     Condition        Report By
 GX1610  HISTORY     - UNK      MONUMENTED       NWRR
 GX1610  HISTORY     - 1935     GOOD             NGS
 GX1610
 GX1610                          STATION DESCRIPTION
 GX1610
 GX1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1610'0.5 MI SE FROM IAEGER.
 GX1610'0.5 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1610'THE STATION AT IAEGER, MCDOWELL COUNTY, 0.3 MILE NORTHWEST OF
 GX1610'MILEPOST N 421, AT BRIDGE 911, IN THE TOP OF THE NORTH END OF
 GX1610'THE WEST ABUTMENT, 7.2 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 GX1610'6 FEET BELOW THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1611 ***********************************************************************
 GX1611  DESIGNATION -  RV 253
 GX1611  PID         -  GX1611
 GX1611  STATE/COUNTY-  WV/MCDOWELL
 GX1611  USGS QUAD   -  IAEGER (1976)
 GX1611
 GX1611                         *CURRENT SURVEY CONTROL
 GX1611  ___________________________________________________________________
 GX1611* NAD 83(1986)-  37 28 17.     (N)    081 47 17.     (W)     SCALED    
 GX1611* NAVD 88     -       303.820  (meters)     996.78   (feet)  ADJUSTED  
 GX1611  ___________________________________________________________________
 GX1611  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX1611  DYNAMIC HT  -         303.578 (meters)     995.99  (feet)  COMP
 GX1611  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 GX1611
 GX1611  VERT ORDER  -  SECOND    CLASS 0
 GX1611
 GX1611.The horizontal coordinates were scaled from a topographic map and have
 GX1611.an estimated accuracy of +/- 6 seconds.
 GX1611
 GX1611.The orthometric height was determined by differential leveling
 GX1611.and adjusted by the National Geodetic Survey in June 1991..
 GX1611
 GX1611.The geoid height was determined by GEOID03.
 GX1611
 GX1611.The dynamic height is computed by dividing the NAVD 88
 GX1611.geopotential number by the normal gravity value computed on the
 GX1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1611.degrees latitude (g = 980.6199 gals.).
 GX1611
 GX1611.The modeled gravity was interpolated from observed gravity values.
 GX1611
 GX1611;                    North         East    Units  Estimated Accuracy
 GX1611;SPC WV S     -    52,620.      530,290.      MT  (+/- 180 meters Scaled)
 GX1611
 GX1611                          SUPERSEDED SURVEY CONTROL
 GX1611
 GX1611  NGVD 29 (??/??/92)  304.014  (m)          997.42   (f) ADJ UNCH    2 0
 GX1611
 GX1611.Superseded values are not recommended for survey control.
 GX1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1611.See file dsdata.txt to determine how the superseded data were derived.
 GX1611
 GX1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB303474(NAD 83)
 GX1611_MARKER: R = RIVET
 GX1611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1611_SP_SET: CONCRETE
 GX1611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1611
 GX1611  HISTORY     - Date     Condition        Report By
 GX1611  HISTORY     - UNK      MONUMENTED       NWRR
 GX1611  HISTORY     - 1935     GOOD             NGS
 GX1611
 GX1611                          STATION DESCRIPTION
 GX1611
 GX1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1611'1.3 MI SE FROM IAEGER.
 GX1611'1.3 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1611'THE STATION AT IAEGER, MCDOWELL COUNTY, 0.5 MILE SOUTHEAST OF
 GX1611'MILEPOST N 421, 45 FEET NORTHWEST OF CATENARY BRIDGE 420-26 A, AT
 GX1611'A CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE NORTH HEADWALL,
 GX1611'5.5 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE RAIL.  A
 GX1611'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1613 ***********************************************************************
 GX1613  DESIGNATION -  RV 254
 GX1613  PID         -  GX1613
 GX1613  STATE/COUNTY-  WV/MCDOWELL
 GX1613  USGS QUAD   -  IAEGER (1976)
 GX1613
 GX1613                         *CURRENT SURVEY CONTROL
 GX1613  ___________________________________________________________________
 GX1613* NAD 83(1986)-  37 28 30.     (N)    081 46 23.     (W)     SCALED    
 GX1613* NAVD 88     -       303.679  (meters)     996.32   (feet)  ADJUSTED  
 GX1613  ___________________________________________________________________
 GX1613  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GX1613  DYNAMIC HT  -         303.437 (meters)     995.53  (feet)  COMP
 GX1613  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 GX1613
 GX1613  VERT ORDER  -  SECOND    CLASS 0
 GX1613
 GX1613.The horizontal coordinates were scaled from a topographic map and have
 GX1613.an estimated accuracy of +/- 6 seconds.
 GX1613
 GX1613.The orthometric height was determined by differential leveling
 GX1613.and adjusted by the National Geodetic Survey in June 1991..
 GX1613
 GX1613.The geoid height was determined by GEOID03.
 GX1613
 GX1613.The dynamic height is computed by dividing the NAVD 88
 GX1613.geopotential number by the normal gravity value computed on the
 GX1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1613.degrees latitude (g = 980.6199 gals.).
 GX1613
 GX1613.The modeled gravity was interpolated from observed gravity values.
 GX1613
 GX1613;                    North         East    Units  Estimated Accuracy
 GX1613;SPC WV S     -    53,010.      531,620.      MT  (+/- 180 meters Scaled)
 GX1613
 GX1613                          SUPERSEDED SURVEY CONTROL
 GX1613
 GX1613  NGVD 29 (??/??/92)  303.872  (m)          996.95   (f) ADJ UNCH    2 0
 GX1613
 GX1613.Superseded values are not recommended for survey control.
 GX1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1613.See file dsdata.txt to determine how the superseded data were derived.
 GX1613
 GX1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB316478(NAD 83)
 GX1613_MARKER: R = RIVET
 GX1613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1613_SP_SET: BRIDGE
 GX1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1613
 GX1613  HISTORY     - Date     Condition        Report By
 GX1613  HISTORY     - UNK      MONUMENTED       NWRR
 GX1613  HISTORY     - 1935     GOOD             NGS
 GX1613
 GX1613                          STATION DESCRIPTION
 GX1613
 GX1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1613'1.9 MI NW FROM WILMORE.
 GX1613'1.9 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1613'THE STATION AT WILMORE, MCDOWELL COUNTY, 0.3 MILE SOUTHEAST
 GX1613'OF MILEPOST N 420, 80 YARDS EAST OF SANDY HUFF FLAG STOP, AT
 GX1613'BRIDGE 910, AT THE NORTHWEST ABUTMENT, IN THE TOP OF THE
 GX1613'BRIDGE-SEAT STONE, 7.2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 GX1613'AND ABOUT 7 FEET BELOW THE LEVEL OF THE RAIL.  A STANDARD
 GX1613'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1614 ***********************************************************************
 GX1614  DESIGNATION -  RV 255
 GX1614  PID         -  GX1614
 GX1614  STATE/COUNTY-  WV/MCDOWELL
 GX1614  USGS QUAD   -  IAEGER (1976)
 GX1614
 GX1614                         *CURRENT SURVEY CONTROL
 GX1614  ___________________________________________________________________
 GX1614* NAD 83(1986)-  37 28 01.     (N)    081 45 40.     (W)     SCALED    
 GX1614* NAVD 88     -       308.300  (meters)    1011.48   (feet)  ADJUSTED  
 GX1614  ___________________________________________________________________
 GX1614  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX1614  DYNAMIC HT  -         308.054 (meters)    1010.67  (feet)  COMP
 GX1614  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GX1614
 GX1614  VERT ORDER  -  SECOND    CLASS 0
 GX1614
 GX1614.The horizontal coordinates were scaled from a topographic map and have
 GX1614.an estimated accuracy of +/- 6 seconds.
 GX1614
 GX1614.The orthometric height was determined by differential leveling
 GX1614.and adjusted by the National Geodetic Survey in June 1991..
 GX1614
 GX1614.The geoid height was determined by GEOID03.
 GX1614
 GX1614.The dynamic height is computed by dividing the NAVD 88
 GX1614.geopotential number by the normal gravity value computed on the
 GX1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1614.degrees latitude (g = 980.6199 gals.).
 GX1614
 GX1614.The modeled gravity was interpolated from observed gravity values.
 GX1614
 GX1614;                    North         East    Units  Estimated Accuracy
 GX1614;SPC WV S     -    52,100.      532,670.      MT  (+/- 180 meters Scaled)
 GX1614
 GX1614                          SUPERSEDED SURVEY CONTROL
 GX1614
 GX1614  NGVD 29 (??/??/92)  308.492  (m)         1012.11   (f) ADJ UNCH    2 0
 GX1614
 GX1614.Superseded values are not recommended for survey control.
 GX1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1614.See file dsdata.txt to determine how the superseded data were derived.
 GX1614
 GX1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB326469(NAD 83)
 GX1614_MARKER: R = RIVET
 GX1614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1614_SP_SET: WALL
 GX1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1614
 GX1614  HISTORY     - Date     Condition        Report By
 GX1614  HISTORY     - UNK      MONUMENTED       NWRR
 GX1614  HISTORY     - 1935     GOOD             NGS
 GX1614
 GX1614                          STATION DESCRIPTION
 GX1614
 GX1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1614'1 MI NW FROM WILMORE.
 GX1614'1.0 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1614'THE STATION AT WILMORE, MCDOWELL COUNTY, 0.2 MILE SOUTHEAST
 GX1614'OF MILEPOST N 419, AT BRIDGE 919, IN THE TOP OF THE SOUTHEAST
 GX1614'END OF THE SOUTHWEST PARAPET WALL, 7.3 FEET SOUTHWEST OF THE
 GX1614'SOUTHWEST RAIL, AND ABOUT 6 INCHES BELOW THE LEVEL OF THE RAIL.
 GX1614'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1616 ***********************************************************************
 GX1616  DESIGNATION -  RV 256
 GX1616  PID         -  GX1616
 GX1616  STATE/COUNTY-  WV/MCDOWELL
 GX1616  USGS QUAD   -  IAEGER (1976)
 GX1616
 GX1616                         *CURRENT SURVEY CONTROL
 GX1616  ___________________________________________________________________
 GX1616* NAD 83(1986)-  37 27 30.     (N)    081 45 09.     (W)     SCALED    
 GX1616* NAVD 88     -       313.292  (meters)    1027.86   (feet)  ADJUSTED  
 GX1616  ___________________________________________________________________
 GX1616  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX1616  DYNAMIC HT  -         313.041 (meters)    1027.04  (feet)  COMP
 GX1616  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 GX1616
 GX1616  VERT ORDER  -  SECOND    CLASS 0
 GX1616
 GX1616.The horizontal coordinates were scaled from a topographic map and have
 GX1616.an estimated accuracy of +/- 6 seconds.
 GX1616
 GX1616.The orthometric height was determined by differential leveling
 GX1616.and adjusted by the National Geodetic Survey in June 1991..
 GX1616
 GX1616.The geoid height was determined by GEOID03.
 GX1616
 GX1616.The dynamic height is computed by dividing the NAVD 88
 GX1616.geopotential number by the normal gravity value computed on the
 GX1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1616.degrees latitude (g = 980.6199 gals.).
 GX1616
 GX1616.The modeled gravity was interpolated from observed gravity values.
 GX1616
 GX1616;                    North         East    Units  Estimated Accuracy
 GX1616;SPC WV S     -    51,140.      533,420.      MT  (+/- 180 meters Scaled)
 GX1616
 GX1616                          SUPERSEDED SURVEY CONTROL
 GX1616
 GX1616  NGVD 29 (??/??/92)  313.480  (m)         1028.48   (f) ADJ UNCH    2 0
 GX1616
 GX1616.Superseded values are not recommended for survey control.
 GX1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1616.See file dsdata.txt to determine how the superseded data were derived.
 GX1616
 GX1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB334459(NAD 83)
 GX1616_MARKER: R = RIVET
 GX1616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1616_SP_SET: WINGWALL
 GX1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1616
 GX1616  HISTORY     - Date     Condition        Report By
 GX1616  HISTORY     - UNK      MONUMENTED       NWRR
 GX1616  HISTORY     - 1935     GOOD             NGS
 GX1616
 GX1616                          STATION DESCRIPTION
 GX1616
 GX1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1616'AT WILMORE.
 GX1616'AT WILMORE, MCDOWELL COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GX1616'3 RAILS NORTH OF THE STATION, AT BRIDGE 908, IN THE CENTER OF
 GX1616'THE TOP OF THE NORTHEAST WING WALL, 9 FEET EAST OF THE EAST RAIL,
 GX1616'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.  A STANDARD
 GX1616'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1619 ***********************************************************************
 GX1619  DESIGNATION -  RV 257
 GX1619  PID         -  GX1619
 GX1619  STATE/COUNTY-  WV/MCDOWELL
 GX1619  USGS QUAD   -  DAVY (1976)
 GX1619
 GX1619                         *CURRENT SURVEY CONTROL
 GX1619  ___________________________________________________________________
 GX1619* NAD 83(1986)-  37 26 59.     (N)    081 44 24.     (W)     SCALED    
 GX1619* NAVD 88     -       318.079  (meters)    1043.56   (feet)  ADJUSTED  
 GX1619  ___________________________________________________________________
 GX1619  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX1619  DYNAMIC HT  -         317.824 (meters)    1042.73  (feet)  COMP
 GX1619  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 GX1619
 GX1619  VERT ORDER  -  SECOND    CLASS 0
 GX1619
 GX1619.The horizontal coordinates were scaled from a topographic map and have
 GX1619.an estimated accuracy of +/- 6 seconds.
 GX1619
 GX1619.The orthometric height was determined by differential leveling
 GX1619.and adjusted by the National Geodetic Survey in June 1991..
 GX1619
 GX1619.The geoid height was determined by GEOID03.
 GX1619
 GX1619.The dynamic height is computed by dividing the NAVD 88
 GX1619.geopotential number by the normal gravity value computed on the
 GX1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1619.degrees latitude (g = 980.6199 gals.).
 GX1619
 GX1619.The modeled gravity was interpolated from observed gravity values.
 GX1619
 GX1619;                    North         East    Units  Estimated Accuracy
 GX1619;SPC WV S     -    50,180.      534,520.      MT  (+/- 180 meters Scaled)
 GX1619
 GX1619                          SUPERSEDED SURVEY CONTROL
 GX1619
 GX1619  NGVD 29 (??/??/92)  318.264  (m)         1044.17   (f) ADJ UNCH    2 0
 GX1619
 GX1619.Superseded values are not recommended for survey control.
 GX1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1619.See file dsdata.txt to determine how the superseded data were derived.
 GX1619
 GX1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB345450(NAD 83)
 GX1619_MARKER: R = RIVET
 GX1619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1619_SP_SET: BACKWALL
 GX1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1619
 GX1619  HISTORY     - Date     Condition        Report By
 GX1619  HISTORY     - UNK      MONUMENTED       NWRR
 GX1619  HISTORY     - 1935     GOOD             NGS
 GX1619
 GX1619                          STATION DESCRIPTION
 GX1619
 GX1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1619'1 MI SE FROM WILMORE.
 GX1619'1.0 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1619'STATION AT WILMORE, MCDOWELL COUNTY, 0.2 MILE EAST OF MILEPOST
 GX1619'N 417, 85 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 5 FEET
 GX1619'NORTH OF THE NORTH RAIL OF A SPUR TRACK, AT BRIDGE 1941 OVER
 GX1619'TUG FORK RIVER, IN THE TOP OF THE NORTHEAST CORNER OF THE
 GX1619'NORTHWEST BACK WALL, AND ABOUT 16 INCHES BELOW THE LEVEL OF THE
 GX1619'RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1620 ***********************************************************************
 GX1620  DESIGNATION -  RV 258
 GX1620  PID         -  GX1620
 GX1620  STATE/COUNTY-  WV/MCDOWELL
 GX1620  USGS QUAD   -  DAVY (1976)
 GX1620
 GX1620                         *CURRENT SURVEY CONTROL
 GX1620  ___________________________________________________________________
 GX1620* NAD 83(1986)-  37 27 12.     (N)    081 43 38.     (W)     SCALED    
 GX1620* NAVD 88     -       325.237  (meters)    1067.05   (feet)  ADJUSTED  
 GX1620  ___________________________________________________________________
 GX1620  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX1620  DYNAMIC HT  -         324.975 (meters)    1066.19  (feet)  COMP
 GX1620  MODELED GRAV-     979,816.9   (mgal)                       NAVD 88
 GX1620
 GX1620  VERT ORDER  -  SECOND    CLASS 0
 GX1620
 GX1620.The horizontal coordinates were scaled from a topographic map and have
 GX1620.an estimated accuracy of +/- 6 seconds.
 GX1620
 GX1620.The orthometric height was determined by differential leveling
 GX1620.and adjusted by the National Geodetic Survey in June 1991..
 GX1620
 GX1620.The geoid height was determined by GEOID03.
 GX1620
 GX1620.The dynamic height is computed by dividing the NAVD 88
 GX1620.geopotential number by the normal gravity value computed on the
 GX1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1620.degrees latitude (g = 980.6199 gals.).
 GX1620
 GX1620.The modeled gravity was interpolated from observed gravity values.
 GX1620
 GX1620;                    North         East    Units  Estimated Accuracy
 GX1620;SPC WV S     -    50,570.      535,660.      MT  (+/- 180 meters Scaled)
 GX1620
 GX1620                          SUPERSEDED SURVEY CONTROL
 GX1620
 GX1620  NGVD 29 (??/??/92)  325.418  (m)         1067.64   (f) ADJ UNCH    2 0
 GX1620
 GX1620.Superseded values are not recommended for survey control.
 GX1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1620.See file dsdata.txt to determine how the superseded data were derived.
 GX1620
 GX1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB356454(NAD 83)
 GX1620_MARKER: R = RIVET
 GX1620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1620_SP_SET: BACK WALL
 GX1620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1620
 GX1620  HISTORY     - Date     Condition        Report By
 GX1620  HISTORY     - UNK      MONUMENTED       NWRR
 GX1620  HISTORY     - 1935     GOOD             NGS
 GX1620
 GX1620                          STATION DESCRIPTION
 GX1620
 GX1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1620'1.7 MI NW FROM RODERFIELD.
 GX1620'1.7 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1620'THE STATION AT RODERFIELD, MCDOWELL COUNTY, 28 YARDS WEST OF
 GX1620'MILEPOST N 416, 4 RAILS WEST OF THE END OF A TUNNEL, AT BRIDGE
 GX1620'907 C OVER TUG FORK RIVER AND U.S. HIGHWAY 52, IN THE TOP OF THE
 GX1620'NORTHEAST CORNER OF THE EAST BACK WALL, 30 FEET SOUTHEAST OF THE
 GX1620'CENTERLINE OF THE HIGHWAY, 6 FEET NORTH OF THE NORTH RAIL, AND
 GX1620'ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL
 GX1620'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1622 ***********************************************************************
 GX1622  DESIGNATION -  RV 259
 GX1622  PID         -  GX1622
 GX1622  STATE/COUNTY-  WV/MCDOWELL
 GX1622  USGS QUAD   -  DAVY (1976)
 GX1622
 GX1622                         *CURRENT SURVEY CONTROL
 GX1622  ___________________________________________________________________
 GX1622* NAD 83(1986)-  37 27 13.     (N)    081 43 16.     (W)     SCALED    
 GX1622* NAVD 88     -       328.207  (meters)    1076.79   (feet)  ADJUSTED  
 GX1622  ___________________________________________________________________
 GX1622  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX1622  DYNAMIC HT  -         327.943 (meters)    1075.93  (feet)  COMP
 GX1622  MODELED GRAV-     979,816.0   (mgal)                       NAVD 88
 GX1622
 GX1622  VERT ORDER  -  SECOND    CLASS 0
 GX1622
 GX1622.The horizontal coordinates were scaled from a topographic map and have
 GX1622.an estimated accuracy of +/- 6 seconds.
 GX1622
 GX1622.The orthometric height was determined by differential leveling
 GX1622.and adjusted by the National Geodetic Survey in June 1991..
 GX1622
 GX1622.The geoid height was determined by GEOID03.
 GX1622
 GX1622.The dynamic height is computed by dividing the NAVD 88
 GX1622.geopotential number by the normal gravity value computed on the
 GX1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1622.degrees latitude (g = 980.6199 gals.).
 GX1622
 GX1622.The modeled gravity was interpolated from observed gravity values.
 GX1622
 GX1622;                    North         East    Units  Estimated Accuracy
 GX1622;SPC WV S     -    50,590.      536,200.      MT  (+/- 180 meters Scaled)
 GX1622
 GX1622                          SUPERSEDED SURVEY CONTROL
 GX1622
 GX1622  NGVD 29 (??/??/92)  328.388  (m)         1077.39   (f) ADJ UNCH    2 0
 GX1622
 GX1622.Superseded values are not recommended for survey control.
 GX1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1622.See file dsdata.txt to determine how the superseded data were derived.
 GX1622
 GX1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB362454(NAD 83)
 GX1622_MARKER: R = RIVET
 GX1622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1622_SP_SET: WINGWALL
 GX1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1622
 GX1622  HISTORY     - Date     Condition        Report By
 GX1622  HISTORY     - UNK      MONUMENTED       NWRR
 GX1622  HISTORY     - 1935     GOOD             NGS
 GX1622
 GX1622                          STATION DESCRIPTION
 GX1622
 GX1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1622'1.3 MI NW FROM RODERFIELD.
 GX1622'1.3 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1622'THE STATION AT RODERFIELD, MCDOWELL COUNTY, 8 RAILS EAST OF A
 GX1622'TUNNEL, 6 RAILS EAST OF A BRIDGE OVER U.S. HIGHWAY 52, 2-1/2 RAILS
 GX1622'WEST OF MILEPOST N 415, AT BRIDGE 907 B OVER TUG FORK RIVER, IN
 GX1622'THE TOP OF THE EAST WING WALL, 6.2 FEET NORTH OF THE NORTH RAIL,
 GX1622'AND LEVEL WITH THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1939 ***********************************************************************
 HW1939  DESIGNATION -  RV 26
 HW1939  PID         -  HW1939
 HW1939  STATE/COUNTY-  WV/POCAHONTAS
 HW1939  USGS QUAD   -  DURBIN (1995)
 HW1939
 HW1939                         *CURRENT SURVEY CONTROL
 HW1939  ___________________________________________________________________
 HW1939* NAD 83(1986)-  38 33 00.     (N)    079 49 51.     (W)     SCALED    
 HW1939* NAVD 88     -       832.778  (meters)    2732.21   (feet)  ADJUSTED  
 HW1939  ___________________________________________________________________
 HW1939  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HW1939  DYNAMIC HT  -         832.114 (meters)    2730.03  (feet)  COMP
 HW1939  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 HW1939
 HW1939  VERT ORDER  -  FIRST     CLASS II
 HW1939
 HW1939.The horizontal coordinates were scaled from a topographic map and have
 HW1939.an estimated accuracy of +/- 6 seconds.
 HW1939
 HW1939.The orthometric height was determined by differential leveling
 HW1939.and adjusted by the National Geodetic Survey in June 1991..
 HW1939.WARNING-Repeat measurements at this control monument indicate possible
 HW1939.vertical movement.
 HW1939
 HW1939.The geoid height was determined by GEOID03.
 HW1939
 HW1939.The dynamic height is computed by dividing the NAVD 88
 HW1939.geopotential number by the normal gravity value computed on the
 HW1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1939.degrees latitude (g = 980.6199 gals.).
 HW1939
 HW1939.The modeled gravity was interpolated from observed gravity values.
 HW1939
 HW1939;                    North         East    Units  Estimated Accuracy
 HW1939;SPC WV S     -   172,680.      701,910.      MT  (+/- 180 meters Scaled)
 HW1939
 HW1939                          SUPERSEDED SURVEY CONTROL
 HW1939
 HW1939  NGVD 29 (??/??/92)  832.871  (m)         2732.51   (f) ADJ UNCH    1 2
 HW1939
 HW1939.Superseded values are not recommended for survey control.
 HW1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1939.See file dsdata.txt to determine how the superseded data were derived.
 HW1939
 HW1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC018674(NAD 83)
 HW1939_MARKER: R = RIVET
 HW1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1939+STABILITY: SURFACE MOTION
 HW1939
 HW1939  HISTORY     - Date     Condition        Report By
 HW1939  HISTORY     - UNK      MONUMENTED       WMRR
 HW1939  HISTORY     - 1935     GOOD             NGS
 HW1939  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1939
 HW1939                          STATION DESCRIPTION
 HW1939
 HW1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1939'0.6 MI W FROM DURBIN.
 HW1939'0.6 MILE WEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE UNION
 HW1939'STATION AT DURBIN, POCAHONTAS COUNTY, AT WEST DURBIN, 44 YARDS
 HW1939'EAST OF THE HIGHWAY BRIDGE OVER THE WEST FORK OF GREENBRIER
 HW1939'RIVER, 19 YARDS WEST OF THE CENTERLINE OF STATE HIGHWAY 56,
 HW1939'10 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP
 HW1939'OF A SMALL CONCRETE POST BETWEEN THE TWO WESTERN FOUNDATION
 HW1939'PIERS OF A WOODEN WATER TANK.  A STANDARD MONEL-METAL RIVET.
 HW1939
 HW1939                          STATION RECOVERY (1983)
 HW1939
 HW1939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1535 ***********************************************************************
 HX1535  DESIGNATION -  RV 26
 HX1535  PID         -  HX1535
 HX1535  STATE/COUNTY-  WV/CLAY
 HX1535  USGS QUAD   -  STRANGE CREEK (1976)
 HX1535
 HX1535                         *CURRENT SURVEY CONTROL
 HX1535  ___________________________________________________________________
 HX1535* NAD 83(1986)-  38 33 47.     (N)    080 56 32.     (W)     SCALED    
 HX1535* NAVD 88     -       242.117  (meters)     794.35   (feet)  ADJUSTED  
 HX1535  ___________________________________________________________________
 HX1535  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HX1535  DYNAMIC HT  -         241.952 (meters)     793.80  (feet)  COMP
 HX1535  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 HX1535
 HX1535  VERT ORDER  -  SECOND    CLASS 0
 HX1535
 HX1535.The horizontal coordinates were scaled from a topographic map and have
 HX1535.an estimated accuracy of +/- 6 seconds.
 HX1535
 HX1535.The orthometric height was determined by differential leveling
 HX1535.and adjusted by the National Geodetic Survey in June 1991..
 HX1535
 HX1535.The geoid height was determined by GEOID03.
 HX1535
 HX1535.The dynamic height is computed by dividing the NAVD 88
 HX1535.geopotential number by the normal gravity value computed on the
 HX1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1535.degrees latitude (g = 980.6199 gals.).
 HX1535
 HX1535.The modeled gravity was interpolated from observed gravity values.
 HX1535
 HX1535;                    North         East    Units  Estimated Accuracy
 HX1535;SPC WV S     -   173,490.      605,040.      MT  (+/- 180 meters Scaled)
 HX1535
 HX1535                          SUPERSEDED SURVEY CONTROL
 HX1535
 HX1535  NGVD 29 (??/??/92)  242.30   (m)          794.9    (f) COMPUTED    2 0
 HX1535
 HX1535.Superseded values are not recommended for survey control.
 HX1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1535.See file dsdata.txt to determine how the superseded data were derived.
 HX1535
 HX1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC050682(NAD 83)
 HX1535_MARKER: R = RIVET
 HX1535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1535_SP_SET: ABUTMENT
 HX1535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1535
 HX1535  HISTORY     - Date     Condition        Report By
 HX1535  HISTORY     - UNK      MONUMENTED       BORR
 HX1535  HISTORY     - 1934     GOOD             NGS
 HX1535
 HX1535                          STATION DESCRIPTION
 HX1535
 HX1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1535'1.6 MI W FROM VILLA NOVA.
 HX1535'1.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1535'STATION AT VILLA NOVA, CLAY COUNTY, 12 RAILS WEST OF MILEPOST
 HX1535'C 72, AT BRIDGE 719 OVER FRAME CREEK, IN THE TOP OF THE NORTH
 HX1535'END OF THE EAST ABUTMENT, 6 FEET NORTH OF THE CENTERLINE OF THE
 HX1535'TRACK, AND LEVEL WITH THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0860 ***********************************************************************
 JW0860  DESIGNATION -  RV 26
 JW0860  PID         -  JW0860
 JW0860  STATE/COUNTY-  WV/TUCKER
 JW0860  USGS QUAD   -  LEAD MINE (1995)
 JW0860
 JW0860                         *CURRENT SURVEY CONTROL
 JW0860  ___________________________________________________________________
 JW0860* NAD 83(1986)-  39 07 34.     (N)    079 31 07.     (W)     SCALED    
 JW0860* NAVD 88     -       847.560  (meters)    2780.70   (feet)  ADJUSTED  
 JW0860  ___________________________________________________________________
 JW0860  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JW0860  DYNAMIC HT  -         846.929 (meters)    2778.63  (feet)  COMP
 JW0860  MODELED GRAV-     979,853.4   (mgal)                       NAVD 88
 JW0860
 JW0860  VERT ORDER  -  SECOND    CLASS 0
 JW0860
 JW0860.The horizontal coordinates were scaled from a topographic map and have
 JW0860.an estimated accuracy of +/- 6 seconds.
 JW0860
 JW0860.The orthometric height was determined by differential leveling
 JW0860.and adjusted by the National Geodetic Survey in June 1991..
 JW0860
 JW0860.The geoid height was determined by GEOID03.
 JW0860
 JW0860.The dynamic height is computed by dividing the NAVD 88
 JW0860.geopotential number by the normal gravity value computed on the
 JW0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0860.degrees latitude (g = 980.6199 gals.).
 JW0860
 JW0860.The modeled gravity was interpolated from observed gravity values.
 JW0860
 JW0860;                    North         East    Units  Estimated Accuracy
 JW0860;SPC WV N     -    69,510.      598,390.      MT  (+/- 180 meters Scaled)
 JW0860
 JW0860                          SUPERSEDED SURVEY CONTROL
 JW0860
 JW0860  NGVD 29 (??/??/92)  847.665  (m)         2781.05   (f) ADJ UNCH    2 0
 JW0860
 JW0860.Superseded values are not recommended for survey control.
 JW0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0860.See file dsdata.txt to determine how the superseded data were derived.
 JW0860
 JW0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD280318(NAD 83)
 JW0860_MARKER: R = RIVET
 JW0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0860_SP_SET: BRIDGE
 JW0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0860
 JW0860  HISTORY     - Date     Condition        Report By
 JW0860  HISTORY     - UNK      MONUMENTED       WMRR
 JW0860  HISTORY     - 1935     GOOD             NGS
 JW0860
 JW0860                          STATION DESCRIPTION
 JW0860
 JW0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0860'1.9 MI SW FROM THOMAS.
 JW0860'1.9 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0860'STATION AT THOMAS, TUCKER COUNTY, 0.2 MILE SOUTHEAST OF THE
 JW0860'DOUGLAS STATION, AT A STEEL BANNISTER BRIDGE OVER LONG RUN, IN
 JW0860'THE TOP OF THE SOUTHEAST WINGWALL OF THE SOUTH CONCRETE ABUTMENT,
 JW0860'27 FEET NORTHWEST OF A TOOL SHED, AND 12 FEET EAST OF THE
 JW0860'CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1623 ***********************************************************************
 GX1623  DESIGNATION -  RV 260
 GX1623  PID         -  GX1623
 GX1623  STATE/COUNTY-  WV/MCDOWELL
 GX1623  USGS QUAD   -  DAVY (1976)
 GX1623
 GX1623                         *CURRENT SURVEY CONTROL
 GX1623  ___________________________________________________________________
 GX1623* NAD 83(1986)-  37 26 46.     (N)    081 42 50.     (W)     SCALED    
 GX1623* NAVD 88     -       333.377  (meters)    1093.75   (feet)  ADJUSTED  
 GX1623  ___________________________________________________________________
 GX1623  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX1623  DYNAMIC HT  -         333.107 (meters)    1092.87  (feet)  COMP
 GX1623  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 GX1623
 GX1623  VERT ORDER  -  SECOND    CLASS 0
 GX1623
 GX1623.The horizontal coordinates were scaled from a topographic map and have
 GX1623.an estimated accuracy of +/- 6 seconds.
 GX1623
 GX1623.The orthometric height was determined by differential leveling
 GX1623.and adjusted by the National Geodetic Survey in June 1991..
 GX1623
 GX1623.The geoid height was determined by GEOID03.
 GX1623
 GX1623.The dynamic height is computed by dividing the NAVD 88
 GX1623.geopotential number by the normal gravity value computed on the
 GX1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1623.degrees latitude (g = 980.6199 gals.).
 GX1623
 GX1623.The modeled gravity was interpolated from observed gravity values.
 GX1623
 GX1623;                    North         East    Units  Estimated Accuracy
 GX1623;SPC WV S     -    49,760.      536,830.      MT  (+/- 180 meters Scaled)
 GX1623
 GX1623                          SUPERSEDED SURVEY CONTROL
 GX1623
 GX1623  NGVD 29 (??/??/92)  333.556  (m)         1094.34   (f) ADJ UNCH    2 0
 GX1623
 GX1623.Superseded values are not recommended for survey control.
 GX1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1623.See file dsdata.txt to determine how the superseded data were derived.
 GX1623
 GX1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB368446(NAD 83)
 GX1623_MARKER: R = RIVET
 GX1623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1623_SP_SET: ABUTMENT
 GX1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1623
 GX1623  HISTORY     - Date     Condition        Report By
 GX1623  HISTORY     - UNK      MONUMENTED       NWRR
 GX1623  HISTORY     - 1935     GOOD             NGS
 GX1623
 GX1623                          STATION DESCRIPTION
 GX1623
 GX1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1623'0.6 MI W FROM RODERFIELD.
 GX1623'0.6 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1623'STATION AT RODERFIELD, MCDOWELL COUNTY, 7 RAILS WEST OF MILEPOST
 GX1623'N 414, 7-1/2 RAILS EAST OF A TUNNEL, AT BRIDGE 907 A, IN THE TOP
 GX1623'OF THE EAST ABUTMENT, 6.5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 GX1623'1 FOOT BELOW THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1624 ***********************************************************************
 GX1624  DESIGNATION -  RV 261
 GX1624  PID         -  GX1624
 GX1624  STATE/COUNTY-  WV/MCDOWELL
 GX1624  USGS QUAD   -  DAVY (1976)
 GX1624
 GX1624                         *CURRENT SURVEY CONTROL
 GX1624  ___________________________________________________________________
 GX1624* NAD 83(1986)-  37 26 55.     (N)    081 42 38.     (W)     SCALED    
 GX1624* NAVD 88     -       335.250  (meters)    1099.90   (feet)  ADJUSTED  
 GX1624  ___________________________________________________________________
 GX1624  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX1624  DYNAMIC HT  -         334.979 (meters)    1099.01  (feet)  COMP
 GX1624  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GX1624
 GX1624  VERT ORDER  -  SECOND    CLASS 0
 GX1624
 GX1624.The horizontal coordinates were scaled from a topographic map and have
 GX1624.an estimated accuracy of +/- 6 seconds.
 GX1624
 GX1624.The orthometric height was determined by differential leveling
 GX1624.and adjusted by the National Geodetic Survey in June 1991..
 GX1624
 GX1624.The geoid height was determined by GEOID03.
 GX1624
 GX1624.The dynamic height is computed by dividing the NAVD 88
 GX1624.geopotential number by the normal gravity value computed on the
 GX1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1624.degrees latitude (g = 980.6199 gals.).
 GX1624
 GX1624.The modeled gravity was interpolated from observed gravity values.
 GX1624
 GX1624;                    North         East    Units  Estimated Accuracy
 GX1624;SPC WV S     -    50,030.      537,130.      MT  (+/- 180 meters Scaled)
 GX1624
 GX1624                          SUPERSEDED SURVEY CONTROL
 GX1624
 GX1624  NGVD 29 (??/??/92)  335.428  (m)         1100.48   (f) ADJ UNCH    2 0
 GX1624
 GX1624.Superseded values are not recommended for survey control.
 GX1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1624.See file dsdata.txt to determine how the superseded data were derived.
 GX1624
 GX1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB371448(NAD 83)
 GX1624_MARKER: R = RIVET
 GX1624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1624_SP_SET: BACK WALL
 GX1624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1624
 GX1624  HISTORY     - Date     Condition        Report By
 GX1624  HISTORY     - UNK      MONUMENTED       NWRR
 GX1624  HISTORY     - 1935     GOOD             NGS
 GX1624
 GX1624                          STATION DESCRIPTION
 GX1624
 GX1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1624'0.4 MI SW FROM RODERFIELD.
 GX1624'0.4 MILE SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1624'STATION AT RODERFIELD, MCDOWELL COUNTY, 0.3 MILE SOUTHWEST OF
 GX1624'MILEPOST N 413, 3 RAILS WEST OF A TUNNEL, AT BRIDGE 907 OVER
 GX1624'TUG FORK RIVER, IN THE TOP OF THE EAST BACK WALL, 7.8 FEET SOUTH
 GX1624'OF THE SOUTH RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.
 GX1624'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1628 ***********************************************************************
 GX1628  DESIGNATION -  RV 263
 GX1628  PID         -  GX1628
 GX1628  STATE/COUNTY-  WV/MCDOWELL
 GX1628  USGS QUAD   -  DAVY (1976)
 GX1628
 GX1628                         *CURRENT SURVEY CONTROL
 GX1628  ___________________________________________________________________
 GX1628* NAD 83(1986)-  37 27 31.     (N)    081 42 03.     (W)     SCALED    
 GX1628* NAVD 88     -       342.080  (meters)    1122.31   (feet)  ADJUSTED  
 GX1628  ___________________________________________________________________
 GX1628  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX1628  DYNAMIC HT  -         341.804 (meters)    1121.40  (feet)  COMP
 GX1628  MODELED GRAV-     979,813.5   (mgal)                       NAVD 88
 GX1628
 GX1628  VERT ORDER  -  SECOND    CLASS 0
 GX1628
 GX1628.The horizontal coordinates were scaled from a topographic map and have
 GX1628.an estimated accuracy of +/- 6 seconds.
 GX1628
 GX1628.The orthometric height was determined by differential leveling
 GX1628.and adjusted by the National Geodetic Survey in June 1991..
 GX1628
 GX1628.The geoid height was determined by GEOID03.
 GX1628
 GX1628.The dynamic height is computed by dividing the NAVD 88
 GX1628.geopotential number by the normal gravity value computed on the
 GX1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1628.degrees latitude (g = 980.6199 gals.).
 GX1628
 GX1628.The modeled gravity was interpolated from observed gravity values.
 GX1628
 GX1628;                    North         East    Units  Estimated Accuracy
 GX1628;SPC WV S     -    51,140.      538,000.      MT  (+/- 180 meters Scaled)
 GX1628
 GX1628                          SUPERSEDED SURVEY CONTROL
 GX1628
 GX1628  NGVD 29 (??/??/92)  342.259  (m)         1122.89   (f) ADJ UNCH    2 0
 GX1628
 GX1628.Superseded values are not recommended for survey control.
 GX1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1628.See file dsdata.txt to determine how the superseded data were derived.
 GX1628
 GX1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB380459(NAD 83)
 GX1628_MARKER: R = RIVET
 GX1628_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1628_SP_SET: ABUTMENT
 GX1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1628
 GX1628  HISTORY     - Date     Condition        Report By
 GX1628  HISTORY     - UNK      MONUMENTED       NWRR
 GX1628  HISTORY     - 1935     GOOD             NGS
 GX1628
 GX1628                          STATION DESCRIPTION
 GX1628
 GX1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1628'0.6 MI NE FROM RODERFIELD.
 GX1628'0.6 MILE NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1628'THE STATION AT RODERFIELD, MCDOWELL COUNTY, 9 RAILS NORTHEAST
 GX1628'OF A TUNNEL, 86 FEET SOUTHWEST OF MILEPOST N 412, AT BRIDGE 905,
 GX1628'IN THE TOP OF THE SOUTHWEST ABUTMENT, 4 FEET SOUTHEAST OF THE
 GX1628'SOUTHEAST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.
 GX1628'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1640 ***********************************************************************
 GX1640  DESIGNATION -  RV 265
 GX1640  PID         -  GX1640
 GX1640  STATE/COUNTY-  WV/MCDOWELL
 GX1640  USGS QUAD   -  DAVY (1976)
 GX1640
 GX1640                         *CURRENT SURVEY CONTROL
 GX1640  ___________________________________________________________________
 GX1640* NAD 83(1986)-  37 28 19.     (N)    081 42 10.     (W)     SCALED    
 GX1640* NAVD 88     -       346.822  (meters)    1137.87   (feet)  ADJUSTED  
 GX1640  ___________________________________________________________________
 GX1640  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX1640  DYNAMIC HT  -         346.543 (meters)    1136.95  (feet)  COMP
 GX1640  MODELED GRAV-     979,816.5   (mgal)                       NAVD 88
 GX1640
 GX1640  VERT ORDER  -  SECOND    CLASS 0
 GX1640
 GX1640.The horizontal coordinates were scaled from a topographic map and have
 GX1640.an estimated accuracy of +/- 6 seconds.
 GX1640
 GX1640.The orthometric height was determined by differential leveling
 GX1640.and adjusted by the National Geodetic Survey in June 1991..
 GX1640
 GX1640.The geoid height was determined by GEOID03.
 GX1640
 GX1640.The dynamic height is computed by dividing the NAVD 88
 GX1640.geopotential number by the normal gravity value computed on the
 GX1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1640.degrees latitude (g = 980.6199 gals.).
 GX1640
 GX1640.The modeled gravity was interpolated from observed gravity values.
 GX1640
 GX1640;                    North         East    Units  Estimated Accuracy
 GX1640;SPC WV S     -    52,620.      537,830.      MT  (+/- 180 meters Scaled)
 GX1640
 GX1640                          SUPERSEDED SURVEY CONTROL
 GX1640
 GX1640  NGVD 29 (??/??/92)  347.001  (m)         1138.45   (f) ADJ UNCH    2 0
 GX1640
 GX1640.Superseded values are not recommended for survey control.
 GX1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1640.See file dsdata.txt to determine how the superseded data were derived.
 GX1640
 GX1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB378474(NAD 83)
 GX1640_MARKER: R = RIVET
 GX1640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1640_SP_SET: BACK WALL
 GX1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1640
 GX1640  HISTORY     - Date     Condition        Report By
 GX1640  HISTORY     - UNK      MONUMENTED       NWRR
 GX1640  HISTORY     - 1935     GOOD             NGS
 GX1640
 GX1640                          STATION DESCRIPTION
 GX1640
 GX1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1640'1.7 MI E FROM RODERFIELD.
 GX1640'1.7 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1640'STATION AT RODERFIELD, MCDOWELL COUNTY, 0.4 MILE NORTHWEST OF
 GX1640'MILEPOST N 410, AT BRIDGE 904 OVER TUG FORK RIVER, 5 FEET WEST
 GX1640'OF CATENARY BRIDGE 410-22-A, IN THE TOP OF THE EAST BACK WALL,
 GX1640'8.9 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET BELOW THE LEVEL
 GX1640'OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1630 ***********************************************************************
 GX1630  DESIGNATION -  RV 266
 GX1630  PID         -  GX1630
 GX1630  STATE/COUNTY-  WV/MCDOWELL
 GX1630  USGS QUAD   -  DAVY (1976)
 GX1630
 GX1630                         *CURRENT SURVEY CONTROL
 GX1630  ___________________________________________________________________
 GX1630* NAD 83(1986)-  37 28 19.     (N)    081 41 26.     (W)     SCALED    
 GX1630* NAVD 88     -       349.475  (meters)    1146.57   (feet)  ADJUSTED  
 GX1630  ___________________________________________________________________
 GX1630  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX1630  DYNAMIC HT  -         349.193 (meters)    1145.64  (feet)  COMP
 GX1630  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 GX1630
 GX1630  VERT ORDER  -  SECOND    CLASS 0
 GX1630
 GX1630.The horizontal coordinates were scaled from a topographic map and have
 GX1630.an estimated accuracy of +/- 6 seconds.
 GX1630
 GX1630.The orthometric height was determined by differential leveling
 GX1630.and adjusted by the National Geodetic Survey in June 1991..
 GX1630
 GX1630.The geoid height was determined by GEOID03.
 GX1630
 GX1630.The dynamic height is computed by dividing the NAVD 88
 GX1630.geopotential number by the normal gravity value computed on the
 GX1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1630.degrees latitude (g = 980.6199 gals.).
 GX1630
 GX1630.The modeled gravity was interpolated from observed gravity values.
 GX1630
 GX1630;                    North         East    Units  Estimated Accuracy
 GX1630;SPC WV S     -    52,610.      538,920.      MT  (+/- 180 meters Scaled)
 GX1630
 GX1630                          SUPERSEDED SURVEY CONTROL
 GX1630
 GX1630  NGVD 29 (??/??/92)  349.652  (m)         1147.15   (f) ADJ UNCH    2 0
 GX1630
 GX1630.Superseded values are not recommended for survey control.
 GX1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1630.See file dsdata.txt to determine how the superseded data were derived.
 GX1630
 GX1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB389474(NAD 83)
 GX1630_MARKER: R = RIVET
 GX1630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1630_SP_SET: CONCRETE BASE
 GX1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1630
 GX1630  HISTORY     - Date     Condition        Report By
 GX1630  HISTORY     - UNK      MONUMENTED       NWRR
 GX1630  HISTORY     - 1935     GOOD             NGS
 GX1630
 GX1630                          STATION DESCRIPTION
 GX1630
 GX1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1630'2.4 MI SE FROM RODERFIELD.
 GX1630'2.4 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1630'STATION AT RODERFIELD, MCDOWELL COUNTY, 0.2 MILE EAST OF MILEPOST
 GX1630'N 410, AT CATENARY BRIDGE 409-41, IN THE TOP OF THE SOUTHEAST
 GX1630'CORNER OF THE CONCRETE BASE, 11.3 FEET NORTH OF THE NORTH RAIL,
 GX1630'AND LEVEL WITH THE RAIL.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1631 ***********************************************************************
 GX1631  DESIGNATION -  RV 267
 GX1631  PID         -  GX1631
 GX1631  STATE/COUNTY-  WV/MCDOWELL
 GX1631  USGS QUAD   -  DAVY (1976)
 GX1631
 GX1631                         *CURRENT SURVEY CONTROL
 GX1631  ___________________________________________________________________
 GX1631* NAD 83(1986)-  37 28 06.     (N)    081 40 53.     (W)     SCALED    
 GX1631* NAVD 88     -       351.774  (meters)    1154.11   (feet)  ADJUSTED  
 GX1631  ___________________________________________________________________
 GX1631  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX1631  DYNAMIC HT  -         351.490 (meters)    1153.18  (feet)  COMP
 GX1631  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 GX1631
 GX1631  VERT ORDER  -  SECOND    CLASS 0
 GX1631
 GX1631.The horizontal coordinates were scaled from a topographic map and have
 GX1631.an estimated accuracy of +/- 6 seconds.
 GX1631
 GX1631.The orthometric height was determined by differential leveling
 GX1631.and adjusted by the National Geodetic Survey in June 1991..
 GX1631
 GX1631.The geoid height was determined by GEOID03.
 GX1631
 GX1631.The dynamic height is computed by dividing the NAVD 88
 GX1631.geopotential number by the normal gravity value computed on the
 GX1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1631.degrees latitude (g = 980.6199 gals.).
 GX1631
 GX1631.The modeled gravity was interpolated from observed gravity values.
 GX1631
 GX1631;                    North         East    Units  Estimated Accuracy
 GX1631;SPC WV S     -    52,200.      539,720.      MT  (+/- 180 meters Scaled)
 GX1631
 GX1631                          SUPERSEDED SURVEY CONTROL
 GX1631
 GX1631  NGVD 29 (??/??/92)  351.950  (m)         1154.69   (f) ADJ UNCH    2 0
 GX1631
 GX1631.Superseded values are not recommended for survey control.
 GX1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1631.See file dsdata.txt to determine how the superseded data were derived.
 GX1631
 GX1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB397470(NAD 83)
 GX1631_MARKER: R = RIVET
 GX1631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1631_SP_SET: WING WALL
 GX1631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1631
 GX1631  HISTORY     - Date     Condition        Report By
 GX1631  HISTORY     - UNK      MONUMENTED       NWRR
 GX1631  HISTORY     - 1935     GOOD             NGS
 GX1631
 GX1631                          STATION DESCRIPTION
 GX1631
 GX1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1631'3 MI SE FROM RODERFIELD.
 GX1631'3.0 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1631'THE STATION AT RODERFIELD, MCDOWELL COUNTY, 0.2 MILE WEST
 GX1631'OF MILEPOST N 409, AT BRIDGE 903, IN THE TOP OF THE NORTHWEST
 GX1631'CORNER OF THE SOUTHEAST WING WALL, 6.8 FEET SOUTH OF THE SOUTH
 GX1631'RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL.  A STANDARD
 GX1631'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1634 ***********************************************************************
 GX1634  DESIGNATION -  RV 269
 GX1634  PID         -  GX1634
 GX1634  STATE/COUNTY-  WV/MCDOWELL
 GX1634  USGS QUAD   -  DAVY (1976)
 GX1634
 GX1634                         *CURRENT SURVEY CONTROL
 GX1634  ___________________________________________________________________
 GX1634* NAD 83(1986)-  37 28 37.     (N)    081 39 15.     (W)     SCALED    
 GX1634* NAVD 88     -       361.506  (meters)    1186.04   (feet)  ADJUSTED  
 GX1634  ___________________________________________________________________
 GX1634  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX1634  DYNAMIC HT  -         361.214 (meters)    1185.08  (feet)  COMP
 GX1634  MODELED GRAV-     979,811.3   (mgal)                       NAVD 88
 GX1634
 GX1634  VERT ORDER  -  SECOND    CLASS 0
 GX1634
 GX1634.The horizontal coordinates were scaled from a topographic map and have
 GX1634.an estimated accuracy of +/- 6 seconds.
 GX1634
 GX1634.The orthometric height was determined by differential leveling
 GX1634.and adjusted by the National Geodetic Survey in June 1991..
 GX1634
 GX1634.The geoid height was determined by GEOID03.
 GX1634
 GX1634.The dynamic height is computed by dividing the NAVD 88
 GX1634.geopotential number by the normal gravity value computed on the
 GX1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1634.degrees latitude (g = 980.6199 gals.).
 GX1634
 GX1634.The modeled gravity was interpolated from observed gravity values.
 GX1634
 GX1634;                    North         East    Units  Estimated Accuracy
 GX1634;SPC WV S     -    53,140.      542,140.      MT  (+/- 180 meters Scaled)
 GX1634
 GX1634                          SUPERSEDED SURVEY CONTROL
 GX1634
 GX1634  NGVD 29 (??/??/92)  361.680  (m)         1186.61   (f) ADJ UNCH    2 0
 GX1634
 GX1634.Superseded values are not recommended for survey control.
 GX1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1634.See file dsdata.txt to determine how the superseded data were derived.
 GX1634
 GX1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB421479(NAD 83)
 GX1634_MARKER: R = RIVET
 GX1634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1634_SP_SET: RETAINING WALL
 GX1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1634
 GX1634  HISTORY     - Date     Condition        Report By
 GX1634  HISTORY     - UNK      MONUMENTED       NWRR
 GX1634  HISTORY     - 1958     GOOD             NGS
 GX1634
 GX1634                          STATION DESCRIPTION
 GX1634
 GX1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1634'AT DAVY.
 GX1634'AT DAVY, 0.25 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN
 GX1634'RAILWAY FROM THE STATION, AT A BLACK TOP STREET CROSSING, SET IN
 GX1634'TOP OF THE NORTHWEST END OF THE NORTHEAST RETAINING WALL FOR
 GX1634'BRIDGE 901 OVER DAVY BRANCH, 18 FEET NORTHEAST OF THE NORTHEAST
 GX1634'RAIL OF THE NORTHEAST TRACK, 19 FEET SOUTHEAST OF THE CENTER LINE
 GX1634'OF THE STREET, 1/2 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 GX1634'RETAINING WALL, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0861 ***********************************************************************
 JW0861  DESIGNATION -  RV 27
 JW0861  PID         -  JW0861
 JW0861  STATE/COUNTY-  WV/TUCKER
 JW0861  USGS QUAD   -  MOZARK MOUNTAIN (1995)
 JW0861
 JW0861                         *CURRENT SURVEY CONTROL
 JW0861  ___________________________________________________________________
 JW0861* NAD 83(1986)-  39 06 22.     (N)    079 31 58.     (W)     SCALED    
 JW0861* NAVD 88     -       769.491  (meters)    2524.57   (feet)  ADJUSTED  
 JW0861  ___________________________________________________________________
 JW0861  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JW0861  DYNAMIC HT  -         768.918 (meters)    2522.69  (feet)  COMP
 JW0861  MODELED GRAV-     979,856.8   (mgal)                       NAVD 88
 JW0861
 JW0861  VERT ORDER  -  SECOND    CLASS 0
 JW0861
 JW0861.The horizontal coordinates were scaled from a topographic map and have
 JW0861.an estimated accuracy of +/- 6 seconds.
 JW0861
 JW0861.The orthometric height was determined by differential leveling
 JW0861.and adjusted by the National Geodetic Survey in June 1991..
 JW0861
 JW0861.The geoid height was determined by GEOID03.
 JW0861
 JW0861.The dynamic height is computed by dividing the NAVD 88
 JW0861.geopotential number by the normal gravity value computed on the
 JW0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0861.degrees latitude (g = 980.6199 gals.).
 JW0861
 JW0861.The modeled gravity was interpolated from observed gravity values.
 JW0861
 JW0861;                    North         East    Units  Estimated Accuracy
 JW0861;SPC WV N     -    67,290.      597,170.      MT  (+/- 180 meters Scaled)
 JW0861
 JW0861                          SUPERSEDED SURVEY CONTROL
 JW0861
 JW0861  NGVD 29 (??/??/92)  769.600  (m)         2524.93   (f) ADJ UNCH    2 0
 JW0861
 JW0861.Superseded values are not recommended for survey control.
 JW0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0861.See file dsdata.txt to determine how the superseded data were derived.
 JW0861
 JW0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD268295(NAD 83)
 JW0861_MARKER: R = RIVET
 JW0861_SETTING: 80 = SET IN A BOULDER
 JW0861_SP_SET: BOULDER
 JW0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0861+STABILITY: SURFACE MOTION
 JW0861
 JW0861  HISTORY     - Date     Condition        Report By
 JW0861  HISTORY     - UNK      MONUMENTED       WMRR
 JW0861  HISTORY     - 1935     GOOD             NGS
 JW0861
 JW0861                          STATION DESCRIPTION
 JW0861
 JW0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0861'3.6 MI SW FROM THOMAS.
 JW0861'3.6 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0861'STATION AT THOMAS, TUCKER COUNTY, 0.5 MILE WEST OF MILEPOST C 80,
 JW0861'84 FEET NORTH OF A SMALL RUN, 27 FEET NORTH OF THE CENTERLINE OF
 JW0861'THE TRACK, IN THE TOP OF A BOULDER, 2 FEET ABOVE THE LEVEL OF THE
 JW0861'TRACK, AND 3 FEET ABOVE GROUND.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1638 ***********************************************************************
 GX1638  DESIGNATION -  RV 270
 GX1638  PID         -  GX1638
 GX1638  STATE/COUNTY-  WV/MCDOWELL
 GX1638  USGS QUAD   -  DAVY (1976)
 GX1638
 GX1638                         *CURRENT SURVEY CONTROL
 GX1638  ___________________________________________________________________
 GX1638* NAD 83(1986)-  37 28 24.     (N)    081 38 51.     (W)     SCALED    
 GX1638* NAVD 88     -       364.754  (meters)    1196.70   (feet)  ADJUSTED  
 GX1638  ___________________________________________________________________
 GX1638  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX1638  DYNAMIC HT  -         364.458 (meters)    1195.73  (feet)  COMP
 GX1638  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 GX1638
 GX1638  VERT ORDER  -  SECOND    CLASS 0
 GX1638
 GX1638.The horizontal coordinates were scaled from a topographic map and have
 GX1638.an estimated accuracy of +/- 6 seconds.
 GX1638
 GX1638.The orthometric height was determined by differential leveling
 GX1638.and adjusted by the National Geodetic Survey in June 1991..
 GX1638
 GX1638.The geoid height was determined by GEOID03.
 GX1638
 GX1638.The dynamic height is computed by dividing the NAVD 88
 GX1638.geopotential number by the normal gravity value computed on the
 GX1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1638.degrees latitude (g = 980.6199 gals.).
 GX1638
 GX1638.The modeled gravity was interpolated from observed gravity values.
 GX1638
 GX1638;                    North         East    Units  Estimated Accuracy
 GX1638;SPC WV S     -    52,740.      542,730.      MT  (+/- 180 meters Scaled)
 GX1638
 GX1638                          SUPERSEDED SURVEY CONTROL
 GX1638
 GX1638  NGVD 29 (??/??/92)  364.926  (m)         1197.26   (f) ADJ UNCH    2 0
 GX1638
 GX1638.Superseded values are not recommended for survey control.
 GX1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1638.See file dsdata.txt to determine how the superseded data were derived.
 GX1638
 GX1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB427475(NAD 83)
 GX1638_MARKER: R = RIVET
 GX1638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1638_SP_SET: ABUTMENT
 GX1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1638
 GX1638  HISTORY     - Date     Condition        Report By
 GX1638  HISTORY     - UNK      MONUMENTED       NWRR
 GX1638  HISTORY     - 1958     GOOD             NGS
 GX1638
 GX1638                          STATION DESCRIPTION
 GX1638
 GX1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1638'AT DAVY.
 GX1638'AT DAVY, 0.2 MILE EAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1638'FROM THE STATION, IN TOP OF THE SOUTH END OF THE EAST ABUTMENT
 GX1638'OF RAILROAD BRIDGE 900 OVER TUG FORK RIVER, 6 FEET SOUTH OF THE
 GX1638'SOUTH RAIL OF THE SOUTH TRACK, AND ABOUT 2 1/2 FEET BELOW THE
 GX1638'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1641 ***********************************************************************
 GX1641  DESIGNATION -  RV 271
 GX1641  PID         -  GX1641
 GX1641  STATE/COUNTY-  WV/MCDOWELL
 GX1641  USGS QUAD   -  DAVY (1976)
 GX1641
 GX1641                         *CURRENT SURVEY CONTROL
 GX1641  ___________________________________________________________________
 GX1641* NAD 83(1986)-  37 27 53.     (N)    081 38 20.     (W)     SCALED    
 GX1641* NAVD 88     -       371.697  (meters)    1219.48   (feet)  ADJUSTED  
 GX1641  ___________________________________________________________________
 GX1641  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX1641  DYNAMIC HT  -         371.395 (meters)    1218.49  (feet)  COMP
 GX1641  MODELED GRAV-     979,806.6   (mgal)                       NAVD 88
 GX1641
 GX1641  VERT ORDER  -  SECOND    CLASS 0
 GX1641
 GX1641.The horizontal coordinates were scaled from a topographic map and have
 GX1641.an estimated accuracy of +/- 6 seconds.
 GX1641
 GX1641.The orthometric height was determined by differential leveling
 GX1641.and adjusted by the National Geodetic Survey in June 1991..
 GX1641
 GX1641.The geoid height was determined by GEOID03.
 GX1641
 GX1641.The dynamic height is computed by dividing the NAVD 88
 GX1641.geopotential number by the normal gravity value computed on the
 GX1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1641.degrees latitude (g = 980.6199 gals.).
 GX1641
 GX1641.The modeled gravity was interpolated from observed gravity values.
 GX1641
 GX1641;                    North         East    Units  Estimated Accuracy
 GX1641;SPC WV S     -    51,770.      543,480.      MT  (+/- 180 meters Scaled)
 GX1641
 GX1641                          SUPERSEDED SURVEY CONTROL
 GX1641
 GX1641  NGVD 29 (??/??/92)  371.870  (m)         1220.04   (f) ADJ UNCH    2 0
 GX1641
 GX1641.Superseded values are not recommended for survey control.
 GX1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1641.See file dsdata.txt to determine how the superseded data were derived.
 GX1641
 GX1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB435466(NAD 83)
 GX1641_MARKER: R = RIVET
 GX1641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1641_SP_SET: ABUTMENT
 GX1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1641
 GX1641  HISTORY     - Date     Condition        Report By
 GX1641  HISTORY     - UNK      MONUMENTED       NWRR
 GX1641  HISTORY     - 1958     GOOD             NGS
 GX1641
 GX1641                          STATION DESCRIPTION
 GX1641
 GX1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1641'1 MI SE FROM DAVY.
 GX1641'1.0 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1641'STATION AT DAVY, ABOUT 4 RAILS NORTHWEST OF THE NORTHWEST END OF
 GX1641'THE FIRST TUNNEL SOUTHEAST OF DAVY, 4 1/2 FEET SOUTHWEST OF THE
 GX1641'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, IN TOP OF THE SOUTHWEST
 GX1641'END OF THE SOUTHEAST ABUTMENT FOR BRIDGE 899 B OVER TUG FORK, AND
 GX1641'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1646 ***********************************************************************
 GX1646  DESIGNATION -  RV 274
 GX1646  PID         -  GX1646
 GX1646  STATE/COUNTY-  WV/MCDOWELL
 GX1646  USGS QUAD   -  DAVY (1976)
 GX1646
 GX1646                         *CURRENT SURVEY CONTROL
 GX1646  ___________________________________________________________________
 GX1646* NAD 83(1986)-  37 27 11.     (N)    081 37 35.     (W)     SCALED    
 GX1646* NAVD 88     -       380.585  (meters)    1248.64   (feet)  ADJUSTED  
 GX1646  ___________________________________________________________________
 GX1646  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX1646  DYNAMIC HT  -         380.274 (meters)    1247.62  (feet)  COMP
 GX1646  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 GX1646
 GX1646  VERT ORDER  -  SECOND    CLASS 0
 GX1646
 GX1646.The horizontal coordinates were scaled from a topographic map and have
 GX1646.an estimated accuracy of +/- 6 seconds.
 GX1646
 GX1646.The orthometric height was determined by differential leveling
 GX1646.and adjusted by the National Geodetic Survey in June 1991..
 GX1646
 GX1646.The geoid height was determined by GEOID03.
 GX1646
 GX1646.The dynamic height is computed by dividing the NAVD 88
 GX1646.geopotential number by the normal gravity value computed on the
 GX1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1646.degrees latitude (g = 980.6199 gals.).
 GX1646
 GX1646.The modeled gravity was interpolated from observed gravity values.
 GX1646
 GX1646;                    North         East    Units  Estimated Accuracy
 GX1646;SPC WV S     -    50,470.      544,580.      MT  (+/- 180 meters Scaled)
 GX1646
 GX1646                          SUPERSEDED SURVEY CONTROL
 GX1646
 GX1646  NGVD 29 (??/??/92)  380.755  (m)         1249.19   (f) ADJ UNCH    2 0
 GX1646
 GX1646.Superseded values are not recommended for survey control.
 GX1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1646.See file dsdata.txt to determine how the superseded data were derived.
 GX1646
 GX1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB445453(NAD 83)
 GX1646_MARKER: R = RIVET
 GX1646_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1646_SP_SET: ABUTMENT
 GX1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1646
 GX1646  HISTORY     - Date     Condition        Report By
 GX1646  HISTORY     - UNK      MONUMENTED       NWRR
 GX1646  HISTORY     - 1958     GOOD             NGS
 GX1646
 GX1646                          STATION DESCRIPTION
 GX1646
 GX1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1646'2.2 MI SE FROM DAVY.
 GX1646'2.2 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1646'THE STATION AT DAVY, 0.1 MILE EAST OF THE EAST END OF THE SECOND
 GX1646'TUNNEL SOUTHEAST OF DAVY, 4 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 GX1646'RAIL OF THE SOUTHWEST TRACK, IN TOP OF THE SOUTHWEST END OF THE
 GX1646'SOUTHEAST ABUTMENT OF BRIDGE 898 C OVER TUG FORK, AND ABOUT 2 1/2
 GX1646'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1649 ***********************************************************************
 GX1649  DESIGNATION -  RV 276
 GX1649  PID         -  GX1649
 GX1649  STATE/COUNTY-  WV/MCDOWELL
 GX1649  USGS QUAD   -  WELCH (1976)
 GX1649
 GX1649                         *CURRENT SURVEY CONTROL
 GX1649  ___________________________________________________________________
 GX1649* NAD 83(1986)-  37 27 35.     (N)    081 37 05.     (W)     SCALED    
 GX1649* NAVD 88     -       383.641  (meters)    1258.66   (feet)  ADJUSTED  
 GX1649  ___________________________________________________________________
 GX1649  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GX1649  DYNAMIC HT  -         383.328 (meters)    1257.64  (feet)  COMP
 GX1649  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 GX1649
 GX1649  VERT ORDER  -  SECOND    CLASS 0
 GX1649
 GX1649.The horizontal coordinates were scaled from a topographic map and have
 GX1649.an estimated accuracy of +/- 6 seconds.
 GX1649
 GX1649.The orthometric height was determined by differential leveling
 GX1649.and adjusted by the National Geodetic Survey in June 1991..
 GX1649
 GX1649.The geoid height was determined by GEOID03.
 GX1649
 GX1649.The dynamic height is computed by dividing the NAVD 88
 GX1649.geopotential number by the normal gravity value computed on the
 GX1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1649.degrees latitude (g = 980.6199 gals.).
 GX1649
 GX1649.The modeled gravity was interpolated from observed gravity values.
 GX1649
 GX1649;                    North         East    Units  Estimated Accuracy
 GX1649;SPC WV S     -    51,210.      545,320.      MT  (+/- 180 meters Scaled)
 GX1649
 GX1649                          SUPERSEDED SURVEY CONTROL
 GX1649
 GX1649  NGVD 29 (??/??/92)  383.811  (m)         1259.22   (f) ADJ UNCH    2 0
 GX1649
 GX1649.Superseded values are not recommended for survey control.
 GX1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1649.See file dsdata.txt to determine how the superseded data were derived.
 GX1649
 GX1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB453460(NAD 83)
 GX1649_MARKER: R = RIVET
 GX1649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1649_SP_SET: ABUTMENT
 GX1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1649
 GX1649  HISTORY     - Date     Condition        Report By
 GX1649  HISTORY     - UNK      MONUMENTED       NWRR
 GX1649  HISTORY     - 1958     GOOD             NGS
 GX1649
 GX1649                          STATION DESCRIPTION
 GX1649
 GX1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1649'3.2 MI NW FROM WELCH.
 GX1649'3.15 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1649'THE STATION AT WELCH, ALSO ABOUT 2.9 MILES SOUTHEAST ALONG THE
 GX1649'N. AND W. RY. FROM THE STATION AT DAVY, AT BRIDGE 898 A OVER TUG
 GX1649'FORK, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT, 8
 GX1649'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 10 FEET
 GX1649'EAST-SOUTHEAST OF THE STEEL BRIDGE SUPPORT, AND ABOUT 1 1/2
 GX1649'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1650 ***********************************************************************
 GX1650  DESIGNATION -  RV 277
 GX1650  PID         -  GX1650
 GX1650  STATE/COUNTY-  WV/MCDOWELL
 GX1650  USGS QUAD   -  WELCH (1976)
 GX1650
 GX1650                         *CURRENT SURVEY CONTROL
 GX1650  ___________________________________________________________________
 GX1650* NAD 83(1986)-  37 27 33.     (N)    081 36 42.     (W)     SCALED    
 GX1650* NAVD 88     -       384.741  (meters)    1262.27   (feet)  POSTED    
 GX1650  ___________________________________________________________________
 GX1650  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX1650  DYNAMIC HT  -         384.430 (meters)    1261.25  (feet)  COMP
 GX1650  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 GX1650
 GX1650  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GX1650
 GX1650.The horizontal coordinates were scaled from a topographic map and have
 GX1650.an estimated accuracy of +/- 6 seconds.
 GX1650
 GX1650.The orthometric height was determined by differential leveling
 GX1650.and adjusted by the National Geodetic Survey in 1992..
 GX1650.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GX1650.rate of 3.1 thru 4.0 mm/km.
 GX1650
 GX1650.The geoid height was determined by GEOID03.
 GX1650
 GX1650.The dynamic height is computed by dividing the NAVD 88
 GX1650.geopotential number by the normal gravity value computed on the
 GX1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1650.degrees latitude (g = 980.6199 gals.).
 GX1650
 GX1650.The modeled gravity was interpolated from observed gravity values.
 GX1650
 GX1650;                    North         East    Units  Estimated Accuracy
 GX1650;SPC WV S     -    51,140.      545,880.      MT  (+/- 180 meters Scaled)
 GX1650
 GX1650                          SUPERSEDED SURVEY CONTROL
 GX1650
 GX1650  NGVD 29 (??/??/92)  384.92   (m)         1262.9    (f) COMPUTED    2 0
 GX1650
 GX1650.Superseded values are not recommended for survey control.
 GX1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1650.See file dsdata.txt to determine how the superseded data were derived.
 GX1650
 GX1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB459459(NAD 83)
 GX1650_MARKER: R = RIVET
 GX1650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1650_SP_SET: WING WALL
 GX1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1650
 GX1650  HISTORY     - Date     Condition        Report By
 GX1650  HISTORY     - UNK      MONUMENTED       NWRR
 GX1650  HISTORY     - 1958     MARK NOT FOUND   NGS
 GX1650
 GX1650                          STATION DESCRIPTION
 GX1650
 GX1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1650'2.7 MI NW FROM WELCH.
 GX1650'2.7 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1650'THE STATION AT WELCH, 0.4 MILE EAST OF MILEPOST N 403, ONE RAIL
 GX1650'SOUTH OF CATENARY BRIDGE 402-32, AT BRIDGE 898, IN THE TOP OF THE
 GX1650'SOUTHWEST WING WALL OF THE SOUTHEAST ABUTMENT, 4.8 FEET SOUTHWEST
 GX1650'OF THE SOUTHWEST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 GX1650'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1654 ***********************************************************************
 GX1654  DESIGNATION -  RV 279
 GX1654  PID         -  GX1654
 GX1654  STATE/COUNTY-  WV/MCDOWELL
 GX1654  USGS QUAD   -  WELCH (1976)
 GX1654
 GX1654                         *CURRENT SURVEY CONTROL
 GX1654  ___________________________________________________________________
 GX1654* NAD 83(1986)-  37 27 14.     (N)    081 36 08.     (W)     SCALED    
 GX1654* NAVD 88     -       387.588  (meters)    1271.61   (feet)  POSTED    
 GX1654  ___________________________________________________________________
 GX1654  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX1654  DYNAMIC HT  -         387.270 (meters)    1270.57  (feet)  COMP
 GX1654  MODELED GRAV-     979,801.4   (mgal)                       NAVD 88
 GX1654
 GX1654  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GX1654
 GX1654.The horizontal coordinates were scaled from a topographic map and have
 GX1654.an estimated accuracy of +/- 6 seconds.
 GX1654
 GX1654.The orthometric height was determined by differential leveling
 GX1654.and adjusted by the National Geodetic Survey in 1992..
 GX1654.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GX1654.rate of 3.1 thru 4.0 mm/km.
 GX1654
 GX1654.The geoid height was determined by GEOID03.
 GX1654
 GX1654.The dynamic height is computed by dividing the NAVD 88
 GX1654.geopotential number by the normal gravity value computed on the
 GX1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1654.degrees latitude (g = 980.6199 gals.).
 GX1654
 GX1654.The modeled gravity was interpolated from observed gravity values.
 GX1654
 GX1654;                    North         East    Units  Estimated Accuracy
 GX1654;SPC WV S     -    50,550.      546,720.      MT  (+/- 180 meters Scaled)
 GX1654
 GX1654                          SUPERSEDED SURVEY CONTROL
 GX1654
 GX1654  NGVD 29 (??/??/92)  387.77   (m)         1272.2    (f) COMPUTED    2 0
 GX1654
 GX1654.Superseded values are not recommended for survey control.
 GX1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1654.See file dsdata.txt to determine how the superseded data were derived.
 GX1654
 GX1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB467453(NAD 83)
 GX1654_MARKER: R = RIVET
 GX1654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1654_SP_SET: WING WALL
 GX1654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1654
 GX1654  HISTORY     - Date     Condition        Report By
 GX1654  HISTORY     - UNK      MONUMENTED       NWRR
 GX1654  HISTORY     - 1958     MARK NOT FOUND   NGS
 GX1654
 GX1654                          STATION DESCRIPTION
 GX1654
 GX1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1654'1.9 MI N FROM WELCH.
 GX1654'1.9 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1654'STATION AT WELCH, AT SHANNON BRANCH FLAG STOP, 2-1/2 RAILS SOUTH
 GX1654'OF CATENARY BRIDGE 401-30, 75 YARDS WEST OF A COAL COMPANY STORE,
 GX1654'AT BRIDGE 896, IN THE TOP OF THE WEST WING WALL OF THE SOUTH
 GX1654'ABUTMENT, 5 FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET BELOW THE
 GX1654'LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0862 ***********************************************************************
 JW0862  DESIGNATION -  RV 28
 JW0862  PID         -  JW0862
 JW0862  STATE/COUNTY-  WV/TUCKER
 JW0862  USGS QUAD   -  MOZARK MOUNTAIN (1995)
 JW0862
 JW0862                         *CURRENT SURVEY CONTROL
 JW0862  ___________________________________________________________________
 JW0862* NAD 83(1986)-  39 05 52.     (N)    079 32 57.     (W)     SCALED    
 JW0862* NAVD 88     -       714.466  (meters)    2344.04   (feet)  ADJUSTED  
 JW0862  ___________________________________________________________________
 JW0862  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JW0862  DYNAMIC HT  -         713.937 (meters)    2342.31  (feet)  COMP
 JW0862  MODELED GRAV-     979,863.7   (mgal)                       NAVD 88
 JW0862
 JW0862  VERT ORDER  -  SECOND    CLASS 0
 JW0862
 JW0862.The horizontal coordinates were scaled from a topographic map and have
 JW0862.an estimated accuracy of +/- 6 seconds.
 JW0862
 JW0862.The orthometric height was determined by differential leveling
 JW0862.and adjusted by the National Geodetic Survey in June 1991..
 JW0862
 JW0862.The geoid height was determined by GEOID03.
 JW0862
 JW0862.The dynamic height is computed by dividing the NAVD 88
 JW0862.geopotential number by the normal gravity value computed on the
 JW0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0862.degrees latitude (g = 980.6199 gals.).
 JW0862
 JW0862.The modeled gravity was interpolated from observed gravity values.
 JW0862
 JW0862;                    North         East    Units  Estimated Accuracy
 JW0862;SPC WV N     -    66,370.      595,750.      MT  (+/- 180 meters Scaled)
 JW0862
 JW0862                          SUPERSEDED SURVEY CONTROL
 JW0862
 JW0862  NGVD 29 (??/??/92)  714.579  (m)         2344.41   (f) ADJ UNCH    2 0
 JW0862
 JW0862.Superseded values are not recommended for survey control.
 JW0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0862.See file dsdata.txt to determine how the superseded data were derived.
 JW0862
 JW0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD254286(NAD 83)
 JW0862_MARKER: R = RIVET
 JW0862_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0862_SP_SET: WATER TOWER
 JW0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0862
 JW0862  HISTORY     - Date     Condition        Report By
 JW0862  HISTORY     - UNK      MONUMENTED       WMRR
 JW0862  HISTORY     - 1935     GOOD             NGS
 JW0862
 JW0862                          STATION DESCRIPTION
 JW0862
 JW0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0862'4.7 MI SW FROM THOMAS.
 JW0862'4.7 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0862'STATION AT THOMAS, TUCKER COUNTY, 57 FEET NORTHWEST OF A TELEPHONE
 JW0862'BOX, 14 FEET NORTHEAST OF THE EAST END OF A BRIDGE OVER TUB RUN,
 JW0862'15 FEET NORTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF THE
 JW0862'CONCRETE PIER OF AN OLD ABANDONED WATER TOWER, AND 3 FEET HIGHER
 JW0862'THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1657 ***********************************************************************
 GX1657  DESIGNATION -  RV 281
 GX1657  PID         -  GX1657
 GX1657  STATE/COUNTY-  WV/MCDOWELL
 GX1657  USGS QUAD   -  WELCH (1976)
 GX1657
 GX1657                         *CURRENT SURVEY CONTROL
 GX1657  ___________________________________________________________________
 GX1657* NAD 83(1986)-  37 26 38.     (N)    081 35 48.     (W)     SCALED    
 GX1657* NAVD 88     -       392.869  (meters)    1288.94   (feet)  ADJUSTED  
 GX1657  ___________________________________________________________________
 GX1657  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX1657  DYNAMIC HT  -         392.546 (meters)    1287.88  (feet)  COMP
 GX1657  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 GX1657
 GX1657  VERT ORDER  -  SECOND    CLASS 0
 GX1657
 GX1657.The horizontal coordinates were scaled from a topographic map and have
 GX1657.an estimated accuracy of +/- 6 seconds.
 GX1657
 GX1657.The orthometric height was determined by differential leveling
 GX1657.and adjusted by the National Geodetic Survey in June 1991..
 GX1657
 GX1657.The geoid height was determined by GEOID03.
 GX1657
 GX1657.The dynamic height is computed by dividing the NAVD 88
 GX1657.geopotential number by the normal gravity value computed on the
 GX1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1657.degrees latitude (g = 980.6199 gals.).
 GX1657
 GX1657.The modeled gravity was interpolated from observed gravity values.
 GX1657
 GX1657;                    North         East    Units  Estimated Accuracy
 GX1657;SPC WV S     -    49,440.      547,200.      MT  (+/- 180 meters Scaled)
 GX1657
 GX1657                          SUPERSEDED SURVEY CONTROL
 GX1657
 GX1657  NGVD 29 (??/??/92)  393.036  (m)         1289.49   (f) ADJ UNCH    2 0
 GX1657
 GX1657.Superseded values are not recommended for survey control.
 GX1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1657.See file dsdata.txt to determine how the superseded data were derived.
 GX1657
 GX1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB472442(NAD 83)
 GX1657_MARKER: R = RIVET
 GX1657_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1657_SP_SET: ABUTMENT
 GX1657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1657
 GX1657  HISTORY     - Date     Condition        Report By
 GX1657  HISTORY     - UNK      MONUMENTED       NWRR
 GX1657  HISTORY     - 1958     GOOD             NGS
 GX1657
 GX1657                          STATION DESCRIPTION
 GX1657
 GX1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1657'1.2 MI NW FROM WELCH.
 GX1657'1.15 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1657'THE STATION AT WELCH, ABOUT 45 YARDS NORTH OF THE NORTH END OF THE
 GX1657'FIRST TUNNEL NORTH OF THE STATION, AT BRIDGE 894 OVER TUG
 GX1657'FORK, IN TOP OF THE WEST END OF THE SOUTH ABUTMENT, 7 1/2 FEET
 GX1657'WEST OF THE WEST RAIL OF THE WEST TRACK, AND ABOUT 1 1/2 FEET
 GX1657'BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1663 ***********************************************************************
 GX1663  DESIGNATION -  RV 283
 GX1663  PID         -  GX1663
 GX1663  STATE/COUNTY-  WV/MCDOWELL
 GX1663  USGS QUAD   -  WELCH (1976)
 GX1663
 GX1663                         *CURRENT SURVEY CONTROL
 GX1663  ___________________________________________________________________
 GX1663* NAD 83(1986)-  37 26 04.     (N)    081 34 28.     (W)     SCALED    
 GX1663* NAVD 88     -       400.134  (meters)    1312.77   (feet)  ADJUSTED  
 GX1663  ___________________________________________________________________
 GX1663  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX1663  DYNAMIC HT  -         399.804 (meters)    1311.69  (feet)  COMP
 GX1663  MODELED GRAV-     979,795.4   (mgal)                       NAVD 88
 GX1663
 GX1663  VERT ORDER  -  SECOND    CLASS 0
 GX1663
 GX1663.The horizontal coordinates were scaled from a topographic map and have
 GX1663.an estimated accuracy of +/- 6 seconds.
 GX1663
 GX1663.The orthometric height was determined by differential leveling
 GX1663.and adjusted by the National Geodetic Survey in June 1991..
 GX1663
 GX1663.The geoid height was determined by GEOID03.
 GX1663
 GX1663.The dynamic height is computed by dividing the NAVD 88
 GX1663.geopotential number by the normal gravity value computed on the
 GX1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1663.degrees latitude (g = 980.6199 gals.).
 GX1663
 GX1663.The modeled gravity was interpolated from observed gravity values.
 GX1663
 GX1663;                    North         East    Units  Estimated Accuracy
 GX1663;SPC WV S     -    48,380.      549,160.      MT  (+/- 180 meters Scaled)
 GX1663
 GX1663                          SUPERSEDED SURVEY CONTROL
 GX1663
 GX1663  NGVD 29 (??/??/92)  400.300  (m)         1313.32   (f) ADJ UNCH    2 0
 GX1663
 GX1663.Superseded values are not recommended for survey control.
 GX1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1663.See file dsdata.txt to determine how the superseded data were derived.
 GX1663
 GX1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB491432(NAD 83)
 GX1663_MARKER: R = RIVET
 GX1663_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GX1663_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GX1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1663
 GX1663  HISTORY     - Date     Condition        Report By
 GX1663  HISTORY     - UNK      MONUMENTED       NWRR
 GX1663  HISTORY     - 1958     POOR             NGS
 GX1663
 GX1663                          STATION DESCRIPTION
 GX1663
 GX1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1663'0.8 MI SE FROM WELCH.
 GX1663'0.8 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1663'STATION AT WELCH, 0.4 MILE SOUTH OF THE SOUTH END OF THE WELCH
 GX1663'TUNNEL, ABOUT 5 1/2 RAILS SOUTH OF A SIGNAL BRIDGE OVER THE
 GX1663'TRACK, IN TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL FOR
 GX1663'A 36-INCH STEEL PIPE CULVERT, 9 FEET EAST OF THE EAST RAIL OF
 GX1663'THE EAST TRACK, 1 FOOT SOUTH OF THE NORTH END OF THE HEAD WALL,
 GX1663'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- THE HEAD
 GX1663'WALL IS CRACKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1665 ***********************************************************************
 GX1665  DESIGNATION -  RV 284
 GX1665  PID         -  GX1665
 GX1665  STATE/COUNTY-  WV/MCDOWELL
 GX1665  USGS QUAD   -  WELCH (1976)
 GX1665
 GX1665                         *CURRENT SURVEY CONTROL
 GX1665  ___________________________________________________________________
 GX1665* NAD 83(1986)-  37 26 00.     (N)    081 33 58.     (W)     SCALED    
 GX1665* NAVD 88     -       401.882  (meters)    1318.51   (feet)  ADJUSTED  
 GX1665  ___________________________________________________________________
 GX1665  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX1665  DYNAMIC HT  -         401.551 (meters)    1317.42  (feet)  COMP
 GX1665  MODELED GRAV-     979,794.7   (mgal)                       NAVD 88
 GX1665
 GX1665  VERT ORDER  -  SECOND    CLASS 0
 GX1665
 GX1665.The horizontal coordinates were scaled from a topographic map and have
 GX1665.an estimated accuracy of +/- 6 seconds.
 GX1665
 GX1665.The orthometric height was determined by differential leveling
 GX1665.and adjusted by the National Geodetic Survey in June 1991..
 GX1665.WARNING-Repeat measurements at this control monument indicate possible
 GX1665.vertical movement.
 GX1665
 GX1665.The geoid height was determined by GEOID03.
 GX1665
 GX1665.The dynamic height is computed by dividing the NAVD 88
 GX1665.geopotential number by the normal gravity value computed on the
 GX1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1665.degrees latitude (g = 980.6199 gals.).
 GX1665
 GX1665.The modeled gravity was interpolated from observed gravity values.
 GX1665
 GX1665;                    North         East    Units  Estimated Accuracy
 GX1665;SPC WV S     -    48,250.      549,900.      MT  (+/- 180 meters Scaled)
 GX1665
 GX1665                          SUPERSEDED SURVEY CONTROL
 GX1665
 GX1665  NGVD 29 (??/??/92)  402.048  (m)         1319.05   (f) ADJ UNCH    2 0
 GX1665
 GX1665.Superseded values are not recommended for survey control.
 GX1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1665.See file dsdata.txt to determine how the superseded data were derived.
 GX1665
 GX1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB499430(NAD 83)
 GX1665_MARKER: R = RIVET
 GX1665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1665_SP_SET: HEADWALL
 GX1665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1665
 GX1665  HISTORY     - Date     Condition        Report By
 GX1665  HISTORY     - UNK      MONUMENTED       NWRR
 GX1665  HISTORY     - 1958     GOOD             NGS
 GX1665
 GX1665                          STATION DESCRIPTION
 GX1665
 GX1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1665'1.4 MI SE FROM WELCH.
 GX1665'1.35 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1665'THE STATION AT WELCH, 7 FEET NORTH OF THE NORTH RAIL OF THE
 GX1665'NORTH TRACK, IN THE CENTER OF THE TOP OF A CONCRETE HEAD WALL FOR
 GX1665'A 18-INCH PIPE CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GX1665'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1667 ***********************************************************************
 GX1667  DESIGNATION -  RV 285
 GX1667  PID         -  GX1667
 GX1667  STATE/COUNTY-  WV/MCDOWELL
 GX1667  USGS QUAD   -  WELCH (1976)
 GX1667
 GX1667                         *CURRENT SURVEY CONTROL
 GX1667  ___________________________________________________________________
 GX1667* NAD 83(1986)-  37 25 50.     (N)    081 33 05.     (W)     SCALED    
 GX1667* NAVD 88     -       405.603  (meters)    1330.72   (feet)  ADJUSTED  
 GX1667  ___________________________________________________________________
 GX1667  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX1667  DYNAMIC HT  -         405.268 (meters)    1329.62  (feet)  COMP
 GX1667  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 GX1667
 GX1667  VERT ORDER  -  SECOND    CLASS 0
 GX1667
 GX1667.The horizontal coordinates were scaled from a topographic map and have
 GX1667.an estimated accuracy of +/- 6 seconds.
 GX1667
 GX1667.The orthometric height was determined by differential leveling
 GX1667.and adjusted by the National Geodetic Survey in June 1991..
 GX1667
 GX1667.The geoid height was determined by GEOID03.
 GX1667
 GX1667.The dynamic height is computed by dividing the NAVD 88
 GX1667.geopotential number by the normal gravity value computed on the
 GX1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1667.degrees latitude (g = 980.6199 gals.).
 GX1667
 GX1667.The modeled gravity was interpolated from observed gravity values.
 GX1667
 GX1667;                    North         East    Units  Estimated Accuracy
 GX1667;SPC WV S     -    47,930.      551,200.      MT  (+/- 180 meters Scaled)
 GX1667
 GX1667                          SUPERSEDED SURVEY CONTROL
 GX1667
 GX1667  NGVD 29 (??/??/92)  405.769  (m)         1331.26   (f) ADJ UNCH    2 0
 GX1667
 GX1667.Superseded values are not recommended for survey control.
 GX1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1667.See file dsdata.txt to determine how the superseded data were derived.
 GX1667
 GX1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB512427(NAD 83)
 GX1667_MARKER: R = RIVET
 GX1667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1667_SP_SET: WINGWALL
 GX1667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1667
 GX1667  HISTORY     - Date     Condition        Report By
 GX1667  HISTORY     - UNK      MONUMENTED       NWRR
 GX1667  HISTORY     - 1958     GOOD             NGS
 GX1667
 GX1667                          STATION DESCRIPTION
 GX1667
 GX1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1667'2.4 MI SE FROM WELCH.
 GX1667'2.35 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1667'THE STATION AT WELCH, ON THE INSIDE OF A LONG CURVE WITH TANGENTS
 GX1667'EXTENDING SOUTH AND WEST, 9 FEET WEST OF THE WEST RAIL, IN TOP OF
 GX1667'THE SOUTH CORNER OF THE SOUTHWEST WING WALL FOR A 15-FOOT CONCRETE
 GX1667'BOX CULVERT, 1/2 FOOT NORTH OF THE SOUTH CORNER OF THE WING WALL,
 GX1667'AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1669 ***********************************************************************
 GX1669  DESIGNATION -  RV 286
 GX1669  PID         -  GX1669
 GX1669  STATE/COUNTY-  WV/MCDOWELL
 GX1669  USGS QUAD   -  WELCH (1976)
 GX1669
 GX1669                         *CURRENT SURVEY CONTROL
 GX1669  ___________________________________________________________________
 GX1669* NAD 83(1986)-  37 24 59.     (N)    081 32 26.     (W)     SCALED    
 GX1669* NAVD 88     -       421.953  (meters)    1384.36   (feet)  ADJUSTED  
 GX1669  ___________________________________________________________________
 GX1669  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX1669  DYNAMIC HT  -         421.603 (meters)    1383.21  (feet)  COMP
 GX1669  MODELED GRAV-     979,788.8   (mgal)                       NAVD 88
 GX1669
 GX1669  VERT ORDER  -  SECOND    CLASS 0
 GX1669
 GX1669.The horizontal coordinates were scaled from a topographic map and have
 GX1669.an estimated accuracy of +/- 6 seconds.
 GX1669
 GX1669.The orthometric height was determined by differential leveling
 GX1669.and adjusted by the National Geodetic Survey in June 1991..
 GX1669.WARNING-Repeat measurements at this control monument indicate possible
 GX1669.vertical movement.
 GX1669
 GX1669.The geoid height was determined by GEOID03.
 GX1669
 GX1669.The dynamic height is computed by dividing the NAVD 88
 GX1669.geopotential number by the normal gravity value computed on the
 GX1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1669.degrees latitude (g = 980.6199 gals.).
 GX1669
 GX1669.The modeled gravity was interpolated from observed gravity values.
 GX1669
 GX1669;                    North         East    Units  Estimated Accuracy
 GX1669;SPC WV S     -    46,350.      552,150.      MT  (+/- 180 meters Scaled)
 GX1669
 GX1669                          SUPERSEDED SURVEY CONTROL
 GX1669
 GX1669  NGVD 29 (??/??/92)  422.117  (m)         1384.90   (f) ADJ UNCH    2 0
 GX1669
 GX1669.Superseded values are not recommended for survey control.
 GX1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1669.See file dsdata.txt to determine how the superseded data were derived.
 GX1669
 GX1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB521412(NAD 83)
 GX1669_MARKER: R = RIVET
 GX1669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1669_SP_SET: ABUTMENT
 GX1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1669
 GX1669  HISTORY     - Date     Condition        Report By
 GX1669  HISTORY     - UNK      MONUMENTED       NWRR
 GX1669  HISTORY     - 1958     GOOD             NGS
 GX1669
 GX1669                          STATION DESCRIPTION
 GX1669
 GX1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1669'3 MI SW FROM KIMBALL.
 GX1669'3.0 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1669'THE STATION AT KIMBALL, ALSO ABOUT 3.55 MILES SOUTHWEST ALONG
 GX1669'THE N. AND W. RY. FROM THE STATION AT WELCH, ABOUT 2 1/2 RAILS
 GX1669'NORTH OF THE NORTH END OF THE FOURTH TUNNEL SOUTHWEST OF THE
 GX1669'STATION AT KIMBALL, 6 FEET EAST OF THE EAST RAIL OF THE EAST
 GX1669'TRACK, IN TOP OF THE EAST END OF THE SOUTH ABUTMENT FOR BRIDGE
 GX1669'890, 1 1/2 FEET WEST OF THE EAST END OF THE ABUTMENT, AND ABOUT
 GX1669'2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1673 ***********************************************************************
 GX1673  DESIGNATION -  RV 289
 GX1673  PID         -  GX1673
 GX1673  STATE/COUNTY-  WV/MCDOWELL
 GX1673  USGS QUAD   -  WELCH (1976)
 GX1673
 GX1673                         *CURRENT SURVEY CONTROL
 GX1673  ___________________________________________________________________
 GX1673* NAD 83(1986)-  37 25 00.     (N)    081 31 06.     (W)     SCALED    
 GX1673* NAVD 88     -       442.727  (meters)    1452.51   (feet)  ADJUSTED  
 GX1673  ___________________________________________________________________
 GX1673  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1673  DYNAMIC HT  -         442.359 (meters)    1451.31  (feet)  COMP
 GX1673  MODELED GRAV-     979,784.9   (mgal)                       NAVD 88
 GX1673
 GX1673  VERT ORDER  -  SECOND    CLASS 0
 GX1673
 GX1673.The horizontal coordinates were scaled from a topographic map and have
 GX1673.an estimated accuracy of +/- 6 seconds.
 GX1673
 GX1673.The orthometric height was determined by differential leveling
 GX1673.and adjusted by the National Geodetic Survey in June 1991..
 GX1673
 GX1673.The geoid height was determined by GEOID03.
 GX1673
 GX1673.The dynamic height is computed by dividing the NAVD 88
 GX1673.geopotential number by the normal gravity value computed on the
 GX1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1673.degrees latitude (g = 980.6199 gals.).
 GX1673
 GX1673.The modeled gravity was interpolated from observed gravity values.
 GX1673
 GX1673;                    North         East    Units  Estimated Accuracy
 GX1673;SPC WV S     -    46,370.      554,120.      MT  (+/- 180 meters Scaled)
 GX1673
 GX1673                          SUPERSEDED SURVEY CONTROL
 GX1673
 GX1673  NGVD 29 (??/??/92)  442.891  (m)         1453.05   (f) ADJ UNCH    2 0
 GX1673
 GX1673.Superseded values are not recommended for survey control.
 GX1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1673.See file dsdata.txt to determine how the superseded data were derived.
 GX1673
 GX1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB541412(NAD 83)
 GX1673_MARKER: R = RIVET
 GX1673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1673_SP_SET: ABUTMENT
 GX1673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1673
 GX1673  HISTORY     - Date     Condition        Report By
 GX1673  HISTORY     - UNK      MONUMENTED       NWRR
 GX1673  HISTORY     - 1958     GOOD             NGS
 GX1673
 GX1673                          STATION DESCRIPTION
 GX1673
 GX1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1673'1.2 MI SW FROM KIMBALL.
 GX1673'1.15 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1673'THE STATION AT KIMBALL, 6 1/2 FEET EAST OF THE EAST RAIL OF THE
 GX1673'EAST TRACK, IN TOP OF THE EAST END OF THE SOUTH ABUTMENT FOR
 GX1673'BRIDGE 886 OVER UPPER BELCHER BRANCH AND A NARROW ROAD LEADING
 GX1673'EAST, 1/2 FOOT SOUTH OF BENCH MARK K 49, AND ABOUT 3 FEET BELOW
 GX1673'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2019 ***********************************************************************
 HX2019  DESIGNATION -  RV 29
 HX2019  PID         -  HX2019
 HX2019  STATE/COUNTY-  WV/KANAWHA
 HX2019  USGS QUAD   -  CHARLESTON WEST (1976)
 HX2019
 HX2019                         *CURRENT SURVEY CONTROL
 HX2019  ___________________________________________________________________
 HX2019* NAD 83(1986)-  38 21 41.     (N)    081 38 10.     (W)     SCALED    
 HX2019* NAVD 88     -       184.499  (meters)     605.31   (feet)  ADJUSTED  
 HX2019  ___________________________________________________________________
 HX2019  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HX2019  DYNAMIC HT  -         184.370 (meters)     604.89  (feet)  COMP
 HX2019  MODELED GRAV-     979,927.7   (mgal)                       NAVD 88
 HX2019
 HX2019  VERT ORDER  -  FIRST     CLASS II
 HX2019
 HX2019.The horizontal coordinates were scaled from a topographic map and have
 HX2019.an estimated accuracy of +/- 6 seconds.
 HX2019
 HX2019.The orthometric height was determined by differential leveling
 HX2019.and adjusted by the National Geodetic Survey in June 1991..
 HX2019
 HX2019.The geoid height was determined by GEOID03.
 HX2019
 HX2019.The dynamic height is computed by dividing the NAVD 88
 HX2019.geopotential number by the normal gravity value computed on the
 HX2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2019.degrees latitude (g = 980.6199 gals.).
 HX2019
 HX2019.The modeled gravity was interpolated from observed gravity values.
 HX2019
 HX2019;                    North         East    Units  Estimated Accuracy
 HX2019;SPC WV S     -   151,290.      544,410.      MT  (+/- 180 meters Scaled)
 HX2019
 HX2019                          SUPERSEDED SURVEY CONTROL
 HX2019
 HX2019  NGVD 29 (??/??/92)  184.696  (m)          605.96   (f) ADJ UNCH    1 2
 HX2019
 HX2019.Superseded values are not recommended for survey control.
 HX2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2019.See file dsdata.txt to determine how the superseded data were derived.
 HX2019
 HX2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC444461(NAD 83)
 HX2019_MARKER: R = RIVET
 HX2019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2019_SP_SET: RETAINING WALL
 HX2019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2019
 HX2019  HISTORY     - Date     Condition        Report By
 HX2019  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2019  HISTORY     - 1959     GOOD             NGS
 HX2019  HISTORY     - 20050912 POOR             GEOCAC
 HX2019
 HX2019                          STATION DESCRIPTION
 HX2019
 HX2019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX2019'AT CHARLESTON.
 HX2019'AT CHARLESTON, ABOUT 0.9 MILE NORTHWEST ALONG THE NEW YORK
 HX2019'CENTRAL RAILROAD FROM THE STATION, 0.2 MILE SOUTHEAST OF MILEPOST
 HX2019'125, AT THE JUNCTION OF INDIANA AVENUE AND GLEN STREET, 2 1/2
 HX2019'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH ONE OF THREE TRACKS,
 HX2019'38 FEET WEST OF A CONCRETE RETAINING WALL BETWEEN THE TRACK
 HX2019'AND INDIANA AVENUE, 1 FOOT EAST OF THE WEST END OF THE WALL,
 HX2019'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 HX2019
 HX2019                          STATION RECOVERY (2005)
 HX2019
 HX2019'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HX2019'THE CONCRETE SURROUNDING THE RIVET HAS BEEN CHIPPED OUT AND THE RIVET
 HX2019'IS SLIGHTLY BENT TO ONE SIDE.
 HX2019' 
 HX2019'HANDHELD GPS COORDINATES (NAD83) N38 21 41.6 W81 38 08.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0865 ***********************************************************************
 JW0865  DESIGNATION -  RV 29
 JW0865  PID         -  JW0865
 JW0865  STATE/COUNTY-  WV/TUCKER
 JW0865  USGS QUAD   -  MOZARK MOUNTAIN (1995)
 JW0865
 JW0865                         *CURRENT SURVEY CONTROL
 JW0865  ___________________________________________________________________
 JW0865* NAD 83(1986)-  39 05 42.     (N)    079 34 03.     (W)     SCALED    
 JW0865* NAVD 88     -       657.776  (meters)    2158.05   (feet)  ADJUSTED  
 JW0865  ___________________________________________________________________
 JW0865  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 JW0865  DYNAMIC HT  -         657.293 (meters)    2156.47  (feet)  COMP
 JW0865  MODELED GRAV-     979,871.9   (mgal)                       NAVD 88
 JW0865
 JW0865  VERT ORDER  -  SECOND    CLASS 0
 JW0865
 JW0865.The horizontal coordinates were scaled from a topographic map and have
 JW0865.an estimated accuracy of +/- 6 seconds.
 JW0865
 JW0865.The orthometric height was determined by differential leveling
 JW0865.and adjusted by the National Geodetic Survey in June 1991..
 JW0865
 JW0865.The geoid height was determined by GEOID03.
 JW0865
 JW0865.The dynamic height is computed by dividing the NAVD 88
 JW0865.geopotential number by the normal gravity value computed on the
 JW0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0865.degrees latitude (g = 980.6199 gals.).
 JW0865
 JW0865.The modeled gravity was interpolated from observed gravity values.
 JW0865
 JW0865;                    North         East    Units  Estimated Accuracy
 JW0865;SPC WV N     -    66,060.      594,160.      MT  (+/- 180 meters Scaled)
 JW0865
 JW0865                          SUPERSEDED SURVEY CONTROL
 JW0865
 JW0865  NGVD 29 (??/??/92)  657.895  (m)         2158.44   (f) ADJ UNCH    2 0
 JW0865
 JW0865.Superseded values are not recommended for survey control.
 JW0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0865.See file dsdata.txt to determine how the superseded data were derived.
 JW0865
 JW0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD238282(NAD 83)
 JW0865_MARKER: R = RIVET
 JW0865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0865_SP_SET: TELEPHONE BOX
 JW0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0865
 JW0865  HISTORY     - Date     Condition        Report By
 JW0865  HISTORY     - UNK      MONUMENTED       WMRR
 JW0865  HISTORY     - 1935     GOOD             NGS
 JW0865
 JW0865                          STATION DESCRIPTION
 JW0865
 JW0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0865'5.8 MI SW FROM THOMAS.
 JW0865'5.8 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0865'STATION AT THOMAS, TUCKER COUNTY, 0.2 MILE EAST OF MILEPOST C 83,
 JW0865'216 FEET EAST OF A BRIDGE OVER BIG RUN, 63 FEET SOUTHEAST OF A
 JW0865'STORM SHED, IN THE TOP OF THE CONCRETE BASE OF A TELEPHONE BOX,
 JW0865'AND 27 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 JW0865'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1675 ***********************************************************************
 GX1675  DESIGNATION -  RV 290
 GX1675  PID         -  GX1675
 GX1675  STATE/COUNTY-  WV/MCDOWELL
 GX1675  USGS QUAD   -  WELCH (1976)
 GX1675
 GX1675                         *CURRENT SURVEY CONTROL
 GX1675  ___________________________________________________________________
 GX1675* NAD 83(1986)-  37 25 13.     (N)    081 30 52.     (W)     SCALED    
 GX1675* NAVD 88     -       447.512  (meters)    1468.21   (feet)  ADJUSTED  
 GX1675  ___________________________________________________________________
 GX1675  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1675  DYNAMIC HT  -         447.139 (meters)    1466.99  (feet)  COMP
 GX1675  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 GX1675
 GX1675  VERT ORDER  -  SECOND    CLASS 0
 GX1675
 GX1675.The horizontal coordinates were scaled from a topographic map and have
 GX1675.an estimated accuracy of +/- 6 seconds.
 GX1675
 GX1675.The orthometric height was determined by differential leveling
 GX1675.and adjusted by the National Geodetic Survey in June 1991..
 GX1675
 GX1675.The geoid height was determined by GEOID03.
 GX1675
 GX1675.The dynamic height is computed by dividing the NAVD 88
 GX1675.geopotential number by the normal gravity value computed on the
 GX1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1675.degrees latitude (g = 980.6199 gals.).
 GX1675
 GX1675.The modeled gravity was interpolated from observed gravity values.
 GX1675
 GX1675;                    North         East    Units  Estimated Accuracy
 GX1675;SPC WV S     -    46,770.      554,460.      MT  (+/- 180 meters Scaled)
 GX1675
 GX1675                          SUPERSEDED SURVEY CONTROL
 GX1675
 GX1675  NGVD 29 (??/??/92)  447.675  (m)         1468.75   (f) ADJ UNCH    2 0
 GX1675
 GX1675.Superseded values are not recommended for survey control.
 GX1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1675.See file dsdata.txt to determine how the superseded data were derived.
 GX1675
 GX1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB544416(NAD 83)
 GX1675_MARKER: R = RIVET
 GX1675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1675_SP_SET: ABUTMENT
 GX1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1675
 GX1675  HISTORY     - Date     Condition        Report By
 GX1675  HISTORY     - UNK      MONUMENTED       NWRR
 GX1675  HISTORY     - 1958     GOOD             NGS
 GX1675
 GX1675                          STATION DESCRIPTION
 GX1675
 GX1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1675'0.8 MI SW FROM KIMBALL.
 GX1675'0.75 MILE SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1675'THE STATION AT KIMBALL, 5 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 GX1675'RAIL, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT FOR
 GX1675'BRIDGE 884 COVER ELKHORN CREEK AND FORMER U.S. HIGHWAY 52, 1
 GX1675'FOOT NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT, AND ABOUT
 GX1675'1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1677 ***********************************************************************
 GX1677  DESIGNATION -  RV 291
 GX1677  PID         -  GX1677
 GX1677  STATE/COUNTY-  WV/MCDOWELL
 GX1677  USGS QUAD   -  WELCH (1976)
 GX1677
 GX1677                         *CURRENT SURVEY CONTROL
 GX1677  ___________________________________________________________________
 GX1677* NAD 83(1986)-  37 25 18.     (N)    081 30 39.     (W)     SCALED    
 GX1677* NAVD 88     -       449.978  (meters)    1476.30   (feet)  ADJUSTED  
 GX1677  ___________________________________________________________________
 GX1677  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1677  DYNAMIC HT  -         449.603 (meters)    1475.07  (feet)  COMP
 GX1677  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 GX1677
 GX1677  VERT ORDER  -  SECOND    CLASS 0
 GX1677
 GX1677.The horizontal coordinates were scaled from a topographic map and have
 GX1677.an estimated accuracy of +/- 6 seconds.
 GX1677
 GX1677.The orthometric height was determined by differential leveling
 GX1677.and adjusted by the National Geodetic Survey in June 1991..
 GX1677
 GX1677.The geoid height was determined by GEOID03.
 GX1677
 GX1677.The dynamic height is computed by dividing the NAVD 88
 GX1677.geopotential number by the normal gravity value computed on the
 GX1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1677.degrees latitude (g = 980.6199 gals.).
 GX1677
 GX1677.The modeled gravity was interpolated from observed gravity values.
 GX1677
 GX1677;                    North         East    Units  Estimated Accuracy
 GX1677;SPC WV S     -    46,930.      554,780.      MT  (+/- 180 meters Scaled)
 GX1677
 GX1677                          SUPERSEDED SURVEY CONTROL
 GX1677
 GX1677  NGVD 29 (??/??/92)  450.141  (m)         1476.84   (f) ADJ UNCH    2 0
 GX1677
 GX1677.Superseded values are not recommended for survey control.
 GX1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1677.See file dsdata.txt to determine how the superseded data were derived.
 GX1677
 GX1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB548417(NAD 83)
 GX1677_MARKER: R = RIVET
 GX1677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1677_SP_SET: ABUTMENT
 GX1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1677
 GX1677  HISTORY     - Date     Condition        Report By
 GX1677  HISTORY     - UNK      MONUMENTED       NWRR
 GX1677  HISTORY     - 1958     GOOD             NGS
 GX1677
 GX1677                          STATION DESCRIPTION
 GX1677
 GX1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1677'0.5 MI SW FROM KIMBALL.
 GX1677'0.5 MILE SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1677'THE STATION AT KIMBALL, 0.1 MILE WEST OF THE WEST END OF A
 GX1677'TUNNEL, 10 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 GX1677'TRACK, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT FOR
 GX1677'BRIDGE 884 B OVER ELKHORN CREEK AND AN OLD PAVED ROAD, AND ABOUT
 GX1677'2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1685 ***********************************************************************
 GX1685  DESIGNATION -  RV 292
 GX1685  PID         -  GX1685
 GX1685  STATE/COUNTY-  WV/MCDOWELL
 GX1685  USGS QUAD   -  WELCH (1976)
 GX1685
 GX1685                         *CURRENT SURVEY CONTROL
 GX1685  ___________________________________________________________________
 GX1685* NAD 83(1986)-  37 25 30.     (N)    081 30 26.     (W)     SCALED    
 GX1685* NAVD 88     -       453.896  (meters)    1489.16   (feet)  ADJUSTED  
 GX1685  ___________________________________________________________________
 GX1685  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1685  DYNAMIC HT  -         453.518 (meters)    1487.92  (feet)  COMP
 GX1685  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 GX1685
 GX1685  VERT ORDER  -  SECOND    CLASS 0
 GX1685
 GX1685.The horizontal coordinates were scaled from a topographic map and have
 GX1685.an estimated accuracy of +/- 6 seconds.
 GX1685
 GX1685.The orthometric height was determined by differential leveling
 GX1685.and adjusted by the National Geodetic Survey in June 1991..
 GX1685
 GX1685.The geoid height was determined by GEOID03.
 GX1685
 GX1685.The dynamic height is computed by dividing the NAVD 88
 GX1685.geopotential number by the normal gravity value computed on the
 GX1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1685.degrees latitude (g = 980.6199 gals.).
 GX1685
 GX1685.The modeled gravity was interpolated from observed gravity values.
 GX1685
 GX1685;                    North         East    Units  Estimated Accuracy
 GX1685;SPC WV S     -    47,290.      555,100.      MT  (+/- 180 meters Scaled)
 GX1685
 GX1685                          SUPERSEDED SURVEY CONTROL
 GX1685
 GX1685  NGVD 29 (??/??/92)  454.05   (m)         1489.7    (f) COMPUTED    2 0
 GX1685
 GX1685.Superseded values are not recommended for survey control.
 GX1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1685.See file dsdata.txt to determine how the superseded data were derived.
 GX1685
 GX1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB551421(NAD 83)
 GX1685_MARKER: R = RIVET
 GX1685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1685_SP_SET: WING WALL
 GX1685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1685
 GX1685  HISTORY     - Date     Condition        Report By
 GX1685  HISTORY     - UNK      MONUMENTED       CGS
 GX1685  HISTORY     - 1958     MARK NOT FOUND   NGS
 GX1685
 GX1685                          STATION DESCRIPTION
 GX1685
 GX1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1685'AT KIMBALL.
 GX1685'AT KIMBALL, ON THE NORFOLK AND WESTERN RAILWAY, 0.1 MILE WEST
 GX1685'OF THE STATION, 2 RAILS WEST OF MILEPOST N 392, 6 RAILS EAST
 GX1685'OF A TUNNEL, AT BRIDGE 884 A, IN THE TOP OF THE NORTH WING WALL
 GX1685'OF THE EAST ABUTMENT, 4 FEET NORTH OF THE NORTH RAIL, AND 1.5
 GX1685'FEET BELOW THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1275 ***********************************************************************
 GX1275  DESIGNATION -  RV 293
 GX1275  PID         -  GX1275
 GX1275  STATE/COUNTY-  WV/MCDOWELL
 GX1275  USGS QUAD   -  KEYSTONE (1976)
 GX1275
 GX1275                         *CURRENT SURVEY CONTROL
 GX1275  ___________________________________________________________________
 GX1275* NAD 83(1986)-  37 25 08.     (N)    081 29 52.     (W)     SCALED    
 GX1275* NAVD 88     -       459.010  (meters)    1505.94   (feet)  ADJUSTED  
 GX1275  ___________________________________________________________________
 GX1275  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1275  DYNAMIC HT  -         458.627 (meters)    1504.68  (feet)  COMP
 GX1275  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GX1275
 GX1275  VERT ORDER  -  SECOND    CLASS 0
 GX1275
 GX1275.The horizontal coordinates were scaled from a topographic map and have
 GX1275.an estimated accuracy of +/- 6 seconds.
 GX1275
 GX1275.The orthometric height was determined by differential leveling
 GX1275.and adjusted by the National Geodetic Survey in June 1991..
 GX1275
 GX1275.The geoid height was determined by GEOID03.
 GX1275
 GX1275.The dynamic height is computed by dividing the NAVD 88
 GX1275.geopotential number by the normal gravity value computed on the
 GX1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1275.degrees latitude (g = 980.6199 gals.).
 GX1275
 GX1275.The modeled gravity was interpolated from observed gravity values.
 GX1275
 GX1275;                    North         East    Units  Estimated Accuracy
 GX1275;SPC WV S     -    46,610.      555,940.      MT  (+/- 180 meters Scaled)
 GX1275
 GX1275                          SUPERSEDED SURVEY CONTROL
 GX1275
 GX1275  NGVD 29 (??/??/92)  459.172  (m)         1506.47   (f) ADJ UNCH    2 0
 GX1275
 GX1275.Superseded values are not recommended for survey control.
 GX1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1275.See file dsdata.txt to determine how the superseded data were derived.
 GX1275
 GX1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB559414(NAD 83)
 GX1275_MARKER: R = RIVET
 GX1275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1275_SP_SET: BRIDGE
 GX1275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1275
 GX1275  HISTORY     - Date     Condition        Report By
 GX1275  HISTORY     - UNK      MONUMENTED       NWRR
 GX1275  HISTORY     - 1958     GOOD             NGS
 GX1275
 GX1275                          STATION DESCRIPTION
 GX1275
 GX1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1275'0.6 MI SE FROM KIMBALL.
 GX1275'ABOUT 0.65 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1275'FROM THE STATION AT KIMBALL, ABOUT 8 RAILS SOUTH OF THE SOUTH
 GX1275'EDGE OF A LARGE COAL TIPPLE, 6 FEET WEST OF THE WEST RAIL OF THE
 GX1275'WEST TRACK THAT PASSES UNDER THE TIPPLE, IN TOP OF THE WEST END
 GX1275'OF THE NORTH ABUTMENT OF BRIDGE 884, AND ABOUT 3 FEET BELOW THE
 GX1275'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1277 ***********************************************************************
 GX1277  DESIGNATION -  RV 294
 GX1277  PID         -  GX1277
 GX1277  STATE/COUNTY-  WV/MCDOWELL
 GX1277  USGS QUAD   -  KEYSTONE (1976)
 GX1277
 GX1277                         *CURRENT SURVEY CONTROL
 GX1277  ___________________________________________________________________
 GX1277* NAD 83(1986)-  37 25 15.     (N)    081 29 04.     (W)     SCALED    
 GX1277* NAVD 88     -       467.670  (meters)    1534.35   (feet)  ADJUSTED  
 GX1277  ___________________________________________________________________
 GX1277  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX1277  DYNAMIC HT  -         467.278 (meters)    1533.06  (feet)  COMP
 GX1277  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 GX1277
 GX1277  VERT ORDER  -  SECOND    CLASS 0
 GX1277
 GX1277.The horizontal coordinates were scaled from a topographic map and have
 GX1277.an estimated accuracy of +/- 6 seconds.
 GX1277
 GX1277.The orthometric height was determined by differential leveling
 GX1277.and adjusted by the National Geodetic Survey in June 1991..
 GX1277
 GX1277.The geoid height was determined by GEOID03.
 GX1277
 GX1277.The dynamic height is computed by dividing the NAVD 88
 GX1277.geopotential number by the normal gravity value computed on the
 GX1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1277.degrees latitude (g = 980.6199 gals.).
 GX1277
 GX1277.The modeled gravity was interpolated from observed gravity values.
 GX1277
 GX1277;                    North         East    Units  Estimated Accuracy
 GX1277;SPC WV S     -    46,820.      557,120.      MT  (+/- 180 meters Scaled)
 GX1277
 GX1277                          SUPERSEDED SURVEY CONTROL
 GX1277
 GX1277  NGVD 29 (??/??/92)  467.827  (m)         1534.86   (f) ADJ UNCH    2 0
 GX1277
 GX1277.Superseded values are not recommended for survey control.
 GX1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1277.See file dsdata.txt to determine how the superseded data were derived.
 GX1277
 GX1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB571416(NAD 83)
 GX1277_MARKER: R = RIVET
 GX1277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1277_SP_SET: CULVERT
 GX1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1277
 GX1277  HISTORY     - Date     Condition        Report By
 GX1277  HISTORY     - UNK      MONUMENTED       NWRR
 GX1277  HISTORY     - 1958     GOOD             NGS
 GX1277
 GX1277                          STATION DESCRIPTION
 GX1277
 GX1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1277'1.4 MI SE FROM KIMBALL.
 GX1277'ABOUT 1.35 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1277'FROM THE STATION AT KIMBALL, 0.4 MILE EAST OF A ROAD CROSSING AT
 GX1277'VIVIAN, 7 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, IN TOP
 GX1277'OF THE CENTER OF THE CONCRETE HEAD WALL FOR A 30-INCH PIPE CULVERT
 GX1277'4 FEET EAST OF THE WEST END OF THE HEAD WALL, AND ABOUT 1 FOOT
 GX1277'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1278 ***********************************************************************
 GX1278  DESIGNATION -  RV 295
 GX1278  PID         -  GX1278
 GX1278  STATE/COUNTY-  WV/MCDOWELL
 GX1278  USGS QUAD   -  KEYSTONE (1976)
 GX1278
 GX1278                         *CURRENT SURVEY CONTROL
 GX1278  ___________________________________________________________________
 GX1278* NAD 83(1986)-  37 24 51.     (N)    081 29 00.     (W)     SCALED    
 GX1278* NAVD 88     -       474.949  (meters)    1558.23   (feet)  ADJUSTED  
 GX1278  ___________________________________________________________________
 GX1278  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX1278  DYNAMIC HT  -         474.550 (meters)    1556.92  (feet)  COMP
 GX1278  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 GX1278
 GX1278  VERT ORDER  -  SECOND    CLASS 0
 GX1278
 GX1278.The horizontal coordinates were scaled from a topographic map and have
 GX1278.an estimated accuracy of +/- 6 seconds.
 GX1278
 GX1278.The orthometric height was determined by differential leveling
 GX1278.and adjusted by the National Geodetic Survey in June 1991..
 GX1278
 GX1278.The geoid height was determined by GEOID03.
 GX1278
 GX1278.The dynamic height is computed by dividing the NAVD 88
 GX1278.geopotential number by the normal gravity value computed on the
 GX1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1278.degrees latitude (g = 980.6199 gals.).
 GX1278
 GX1278.The modeled gravity was interpolated from observed gravity values.
 GX1278
 GX1278;                    North         East    Units  Estimated Accuracy
 GX1278;SPC WV S     -    46,080.      557,210.      MT  (+/- 180 meters Scaled)
 GX1278
 GX1278                          SUPERSEDED SURVEY CONTROL
 GX1278
 GX1278  NGVD 29 (??/??/92)  475.102  (m)         1558.73   (f) ADJ UNCH    2 0
 GX1278
 GX1278.Superseded values are not recommended for survey control.
 GX1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1278.See file dsdata.txt to determine how the superseded data were derived.
 GX1278
 GX1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB572409(NAD 83)
 GX1278_MARKER: R = RIVET
 GX1278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1278_SP_SET: BRIDGE
 GX1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1278
 GX1278  HISTORY     - Date     Condition        Report By
 GX1278  HISTORY     - UNK      MONUMENTED       NWRR
 GX1278  HISTORY     - 1935     GOOD             NGS
 GX1278
 GX1278                          STATION DESCRIPTION
 GX1278
 GX1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1278'1 MI E FROM VIVIAN.
 GX1278'1.0 MILE EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1278'STATION AT VIVIAN, MCDOWELL COUNTY, 0.2 MILE EAST OF MILEPOST N
 GX1278'390, 60 FEET EAST OF CARENARY BRIDGE 389-43, AT BRIDGE 883, IN THE
 GX1278'TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST WING WALL, 3.5 FEET
 GX1278'SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE RAIL.  A STANDARD
 GX1278'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1280 ***********************************************************************
 GX1280  DESIGNATION -  RV 296
 GX1280  PID         -  GX1280
 GX1280  STATE/COUNTY-  WV/MCDOWELL
 GX1280  USGS QUAD   -  KEYSTONE (1976)
 GX1280
 GX1280                         *CURRENT SURVEY CONTROL
 GX1280  ___________________________________________________________________
 GX1280* NAD 83(1986)-  37 24 40.     (N)    081 28 21.     (W)     SCALED    
 GX1280* NAVD 88     -       479.697  (meters)    1573.81   (feet)  ADJUSTED  
 GX1280  ___________________________________________________________________
 GX1280  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX1280  DYNAMIC HT  -         479.292 (meters)    1572.48  (feet)  COMP
 GX1280  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 GX1280
 GX1280  VERT ORDER  -  SECOND    CLASS 0
 GX1280
 GX1280.The horizontal coordinates were scaled from a topographic map and have
 GX1280.an estimated accuracy of +/- 6 seconds.
 GX1280
 GX1280.The orthometric height was determined by differential leveling
 GX1280.and adjusted by the National Geodetic Survey in June 1991..
 GX1280
 GX1280.The geoid height was determined by GEOID03.
 GX1280
 GX1280.The dynamic height is computed by dividing the NAVD 88
 GX1280.geopotential number by the normal gravity value computed on the
 GX1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1280.degrees latitude (g = 980.6199 gals.).
 GX1280
 GX1280.The modeled gravity was interpolated from observed gravity values.
 GX1280
 GX1280;                    North         East    Units  Estimated Accuracy
 GX1280;SPC WV S     -    45,740.      558,170.      MT  (+/- 180 meters Scaled)
 GX1280
 GX1280                          SUPERSEDED SURVEY CONTROL
 GX1280
 GX1280  NGVD 29 (??/??/92)  479.848  (m)         1574.30   (f) ADJ UNCH    2 0
 GX1280
 GX1280.Superseded values are not recommended for survey control.
 GX1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1280.See file dsdata.txt to determine how the superseded data were derived.
 GX1280
 GX1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB581405(NAD 83)
 GX1280_MARKER: R = RIVET
 GX1280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1280_SP_SET: CULVERT
 GX1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1280
 GX1280  HISTORY     - Date     Condition        Report By
 GX1280  HISTORY     - UNK      MONUMENTED       NWRR
 GX1280  HISTORY     - 1951     GOOD             NGS
 GX1280
 GX1280                          STATION DESCRIPTION
 GX1280
 GX1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GX1280'0.8 MI NW FROM ECKMAN.
 GX1280'RECOVERED AS DESCRIBED-- 0.8 MILE NORTHWEST ALONG THE NORFOLK AND
 GX1280'WESTERN RAILWAY FROM THE STATION AT ECKMAN, 0.2 MILE WEST OF
 GX1280'MILEPOST N 389, 3 RAILS NORTHWEST OF BRIDGE 389-10, 50 YARDS EAST
 GX1280'OF THE LANDGRAFF CLUBHOUSE, 15 YARDS SOUTHWEST OF THE CENTERLINE
 GX1280'OF U.S. HIGHWAY 52, AT A CONCRETE CULVERT, IN THE CENTER OF THE
 GX1280'TOP OF THE NORTHEAST HEADWALL, 7.2 FEET NORTHEAST OF THE NORTHEAST
 GX1280'RAIL, AND LEVEL WITH THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1281 ***********************************************************************
 GX1281  DESIGNATION -  RV 297
 GX1281  PID         -  GX1281
 GX1281  STATE/COUNTY-  WV/MCDOWELL
 GX1281  USGS QUAD   -  KEYSTONE (1976)
 GX1281
 GX1281                         *CURRENT SURVEY CONTROL
 GX1281  ___________________________________________________________________
 GX1281* NAD 83(1986)-  37 24 15.     (N)    081 27 55.     (W)     SCALED    
 GX1281* NAVD 88     -       484.305  (meters)    1588.92   (feet)  ADJUSTED  
 GX1281  ___________________________________________________________________
 GX1281  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1281  DYNAMIC HT  -         483.895 (meters)    1587.58  (feet)  COMP
 GX1281  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GX1281
 GX1281  VERT ORDER  -  SECOND    CLASS 0
 GX1281
 GX1281.The horizontal coordinates were scaled from a topographic map and have
 GX1281.an estimated accuracy of +/- 6 seconds.
 GX1281
 GX1281.The orthometric height was determined by differential leveling
 GX1281.and adjusted by the National Geodetic Survey in June 1991..
 GX1281
 GX1281.The geoid height was determined by GEOID03.
 GX1281
 GX1281.The dynamic height is computed by dividing the NAVD 88
 GX1281.geopotential number by the normal gravity value computed on the
 GX1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1281.degrees latitude (g = 980.6199 gals.).
 GX1281
 GX1281.The modeled gravity was interpolated from observed gravity values.
 GX1281
 GX1281;                    North         East    Units  Estimated Accuracy
 GX1281;SPC WV S     -    44,960.      558,810.      MT  (+/- 180 meters Scaled)
 GX1281
 GX1281                          SUPERSEDED SURVEY CONTROL
 GX1281
 GX1281  NGVD 29 (??/??/92)  484.454  (m)         1589.41   (f) ADJ UNCH    2 0
 GX1281
 GX1281.Superseded values are not recommended for survey control.
 GX1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1281.See file dsdata.txt to determine how the superseded data were derived.
 GX1281
 GX1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB588398(NAD 83)
 GX1281_MARKER: R = RIVET
 GX1281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1281_SP_SET: BRIDGE
 GX1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1281
 GX1281  HISTORY     - Date     Condition        Report By
 GX1281  HISTORY     - UNK      MONUMENTED       NWRR
 GX1281  HISTORY     - 1935     GOOD             NGS
 GX1281
 GX1281                          STATION DESCRIPTION
 GX1281
 GX1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1281'AT ECKMAN.
 GX1281'AT ECKMAN, MCDOWELL COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GX1281'0.2 MILE WEST OF THE STATION, 1-1/2 RAILS EAST OF THE CROSSING
 GX1281'OF U.S. HIGHWAY 52, AT BRIDGE 881, IN THE TOP OF THE EAST
 GX1281'ABUTMENT, 6.2 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET
 GX1281'BELOW THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0966 ***********************************************************************
 JW0966  DESIGNATION -  RV 3
 JW0966  PID         -  JW0966
 JW0966  STATE/COUNTY-  WV/PRESTON
 JW0966  USGS QUAD   -  MASONTOWN (1976)
 JW0966
 JW0966                         *CURRENT SURVEY CONTROL
 JW0966  ___________________________________________________________________
 JW0966* NAD 83(1986)-  39 32 55.     (N)    079 49 01.     (W)     SCALED    
 JW0966* NAVD 88     -       515.582  (meters)    1691.54   (feet)  ADJUSTED  
 JW0966  ___________________________________________________________________
 JW0966  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JW0966  DYNAMIC HT  -         515.256 (meters)    1690.47  (feet)  COMP
 JW0966  MODELED GRAV-     979,978.3   (mgal)                       NAVD 88
 JW0966
 JW0966  VERT ORDER  -  SECOND    CLASS 0
 JW0966
 JW0966.The horizontal coordinates were scaled from a topographic map and have
 JW0966.an estimated accuracy of +/- 6 seconds.
 JW0966
 JW0966.The orthometric height was determined by differential leveling
 JW0966.and adjusted by the National Geodetic Survey in June 1991..
 JW0966
 JW0966.The geoid height was determined by GEOID03.
 JW0966
 JW0966.The dynamic height is computed by dividing the NAVD 88
 JW0966.geopotential number by the normal gravity value computed on the
 JW0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0966.degrees latitude (g = 980.6199 gals.).
 JW0966
 JW0966.The modeled gravity was interpolated from observed gravity values.
 JW0966
 JW0966;                    North         East    Units  Estimated Accuracy
 JW0966;SPC WV N     -   116,460.      572,760.      MT  (+/- 180 meters Scaled)
 JW0966
 JW0966                          SUPERSEDED SURVEY CONTROL
 JW0966
 JW0966  NGVD 29 (??/??/92)  515.700  (m)         1691.93   (f) ADJ UNCH    2 0
 JW0966
 JW0966.Superseded values are not recommended for survey control.
 JW0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0966.See file dsdata.txt to determine how the superseded data were derived.
 JW0966
 JW0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD016783(NAD 83)
 JW0966_MARKER: R = RIVET
 JW0966_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0966_SP_SET: BRIDGE
 JW0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0966
 JW0966  HISTORY     - Date     Condition        Report By
 JW0966  HISTORY     - UNK      MONUMENTED       BORR
 JW0966  HISTORY     - 1935     GOOD             NGS
 JW0966
 JW0966                          STATION DESCRIPTION
 JW0966
 JW0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0966'1.1 MI SE FROM MASONTOWN.
 JW0966'1.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0966'STATION AT MASONTOWN, PRESTON COUNTY, 2 POLES SOUTH OF MILEAGE
 JW0966'SIGN 14.20, AT A BRIDGE, AND IN THE TOP OF THE SOUTH ABUTMENT.
 JW0966'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0847 ***********************************************************************
 KY0847  DESIGNATION -  RV 3
 KY0847  PID         -  KY0847
 KY0847  STATE/COUNTY-  WV/OHIO
 KY0847  USGS QUAD   -  WHEELING (1994)
 KY0847
 KY0847                         *CURRENT SURVEY CONTROL
 KY0847  ___________________________________________________________________
 KY0847* NAD 83(1986)-  40 03 36.     (N)    080 41 02.     (W)     SCALED    
 KY0847* NAVD 88     -       209.01   (+/-2cm)     685.7    (feet)  VERTCON   
 KY0847  ___________________________________________________________________
 KY0847  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY0847
 KY0847  VERT ORDER  -  ? (See Below)
 KY0847
 KY0847.The horizontal coordinates were scaled from a topographic map and have
 KY0847.an estimated accuracy of +/- 6 seconds.
 KY0847
 KY0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0847.The vertical order pertains to the NGVD 29 superseded value.
 KY0847
 KY0847.The geoid height was determined by GEOID03.
 KY0847
 KY0847;                    North         East    Units  Estimated Accuracy
 KY0847;SPC WV N     -   173,860.      499,000.      MT  (+/- 180 meters Scaled)
 KY0847
 KY0847                          SUPERSEDED SURVEY CONTROL
 KY0847
 KY0847  NGVD 29 (??/??/92)  209.163  (m)          686.23   (f) ADJ UNCH    ?  
 KY0847
 KY0847.Superseded values are not recommended for survey control.
 KY0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0847.See file dsdata.txt to determine how the superseded data were derived.
 KY0847
 KY0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE269344(NAD 83)
 KY0847_MARKER: R = RIVET
 KY0847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0847_SP_SET: OVERPASS
 KY0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0847
 KY0847  HISTORY     - Date     Condition        Report By
 KY0847  HISTORY     - UNK      MONUMENTED       BORR
 KY0847  HISTORY     - 1957     GOOD             NGS
 KY0847
 KY0847                          STATION DESCRIPTION
 KY0847
 KY0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0847'1.8 MI SW FROM ELM GROVE.
 KY0847'1.8 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0847'THE STATION AT ELM GROVE, OHIO COUNTY, 120 FEET NORTH OF POLE
 KY0847'64+15, AT CONCRETE OVERPASS 188, IN THE TOP OF THE SOUTHEAST
 KY0847'CORNER, AND 10 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 KY0847'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0846 ***********************************************************************
 JW0846  DESIGNATION -  RV 3
 JW0846  PID         -  JW0846
 JW0846  STATE/COUNTY-  WV/BARBOUR
 JW0846  USGS QUAD   -  NESTORVILLE (1976)
 JW0846
 JW0846                         *CURRENT SURVEY CONTROL
 JW0846  ___________________________________________________________________
 JW0846* NAD 83(1986)-  39 14 58.     (N)    079 55 54.     (W)     SCALED    
 JW0846* NAVD 88     -       324.733  (meters)    1065.39   (feet)  ADJUSTED  
 JW0846  ___________________________________________________________________
 JW0846  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JW0846  DYNAMIC HT  -         324.519 (meters)    1064.69  (feet)  COMP
 JW0846  MODELED GRAV-     979,960.8   (mgal)                       NAVD 88
 JW0846
 JW0846  VERT ORDER  -  FIRST     CLASS II
 JW0846
 JW0846.The horizontal coordinates were scaled from a topographic map and have
 JW0846.an estimated accuracy of +/- 6 seconds.
 JW0846
 JW0846.The orthometric height was determined by differential leveling
 JW0846.and adjusted by the National Geodetic Survey in June 1991..
 JW0846
 JW0846.The geoid height was determined by GEOID03.
 JW0846
 JW0846.The dynamic height is computed by dividing the NAVD 88
 JW0846.geopotential number by the normal gravity value computed on the
 JW0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0846.degrees latitude (g = 980.6199 gals.).
 JW0846
 JW0846.The modeled gravity was interpolated from observed gravity values.
 JW0846
 JW0846;                    North         East    Units  Estimated Accuracy
 JW0846;SPC WV N     -    83,290.      562,740.      MT  (+/- 180 meters Scaled)
 JW0846
 JW0846                          SUPERSEDED SURVEY CONTROL
 JW0846
 JW0846  NGVD 29 (??/??/92)  324.917  (m)         1066.00   (f) ADJ UNCH    1 2
 JW0846
 JW0846.Superseded values are not recommended for survey control.
 JW0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0846.See file dsdata.txt to determine how the superseded data were derived.
 JW0846
 JW0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND921450(NAD 83)
 JW0846_MARKER: R = RIVET
 JW0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0846_SP_SET: BRIDGE
 JW0846_STAMPING: RV 3
 JW0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0846
 JW0846  HISTORY     - Date     Condition        Report By
 JW0846  HISTORY     - UNK      MONUMENTED       BORR
 JW0846  HISTORY     - 1957     MARK NOT FOUND   NGS
 JW0846
 JW0846                          STATION DESCRIPTION
 JW0846
 JW0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JW0846'10.3 MI SE FROM GRAFTON.
 JW0846'IN BARBOUR COUNTY, ABOUT 10.3 MILES SOUTHEAST ALONG THE BALTIMORE
 JW0846'AND OHIO RAILROAD FROM THE STATION AT GRAFTON, TAYLOR COUNTY, AT
 JW0846'BRIDGE 10 A, IN THE TOP OF THE EAST END OF THE NORTH BRIDGE
 JW0846'SEAT, ABOUT 5 YARDS EAST OF THE CENTER LINE OF THE TRACK, AND 3
 JW0846'FEET LOWER THAN THE RAIL.  A STANDARD MONEL-METAL RIVET.  NOTE--
 JW0846'SUBMERGED IN TYGART RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0737 ***********************************************************************
 JW0737  DESIGNATION -  RV 3
 JW0737  PID         -  JW0737
 JW0737  STATE/COUNTY-  WV/MINERAL
 JW0737  USGS QUAD   -  WESTERNPORT (1981)
 JW0737
 JW0737                         *CURRENT SURVEY CONTROL
 JW0737  ___________________________________________________________________
 JW0737* NAD 83(1986)-  39 27 28.     (N)    079 06 15.     (W)     SCALED    
 JW0737* NAVD 88     -       343.070  (meters)    1125.56   (feet)  ADJUSTED  
 JW0737  ___________________________________________________________________
 JW0737  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JW0737  DYNAMIC HT  -         342.838 (meters)    1124.79  (feet)  COMP
 JW0737  MODELED GRAV-     979,940.0   (mgal)                       NAVD 88
 JW0737
 JW0737  VERT ORDER  -  SECOND    CLASS 0
 JW0737
 JW0737.The horizontal coordinates were scaled from a topographic map and have
 JW0737.an estimated accuracy of +/- 6 seconds.
 JW0737
 JW0737.The orthometric height was determined by differential leveling
 JW0737.and adjusted by the National Geodetic Survey in June 1991..
 JW0737
 JW0737.The geoid height was determined by GEOID03.
 JW0737
 JW0737.The dynamic height is computed by dividing the NAVD 88
 JW0737.geopotential number by the normal gravity value computed on the
 JW0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0737.degrees latitude (g = 980.6199 gals.).
 JW0737
 JW0737.The modeled gravity was interpolated from observed gravity values.
 JW0737
 JW0737;                    North         East    Units  Estimated Accuracy
 JW0737;SPC WV N     -   106,400.      634,070.      MT  (+/- 180 meters Scaled)
 JW0737
 JW0737                          SUPERSEDED SURVEY CONTROL
 JW0737
 JW0737  NGVD 29 (??/??/92)  343.237  (m)         1126.10   (f) ADJ UNCH    2 0
 JW0737
 JW0737.Superseded values are not recommended for survey control.
 JW0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0737.See file dsdata.txt to determine how the superseded data were derived.
 JW0737
 JW0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD631692(NAD 83)
 JW0737_MARKER: R = RIVET
 JW0737_SETTING: 80 = SET IN A BOULDER
 JW0737_SP_SET: BOULDER
 JW0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0737+STABILITY: SURFACE MOTION
 JW0737
 JW0737  HISTORY     - Date     Condition        Report By
 JW0737  HISTORY     - UNK      MONUMENTED       WMRR
 JW0737  HISTORY     - 1935     GOOD             NGS
 JW0737
 JW0737                          STATION DESCRIPTION
 JW0737
 JW0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0737'1.5 MI N FROM BARNUM.
 JW0737'1.5 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0737'STATION AT BARNUM, MINERAL COUNTY, 0.3 MILE SOUTH OF MILEPOST 33,
 JW0737'12 FEET NORTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A LARGE
 JW0737'ROCK BOULDER BENEATH A ROCKY CLIFF, AND 2-1/2 FEET ABOVE THE LEVEL
 JW0737'OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0869 ***********************************************************************
 JW0869  DESIGNATION -  RV 30
 JW0869  PID         -  JW0869
 JW0869  STATE/COUNTY-  WV/TUCKER
 JW0869  USGS QUAD   -  PARSONS (1995)
 JW0869
 JW0869                         *CURRENT SURVEY CONTROL
 JW0869  ___________________________________________________________________
 JW0869* NAD 83(1986)-  39 04 33.     (N)    079 37 44.     (W)     SCALED    
 JW0869* NAVD 88     -       523.781  (meters)    1718.44   (feet)  ADJUSTED  
 JW0869  ___________________________________________________________________
 JW0869  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JW0869  DYNAMIC HT  -         523.421 (meters)    1717.26  (feet)  COMP
 JW0869  MODELED GRAV-     979,924.4   (mgal)                       NAVD 88
 JW0869
 JW0869  VERT ORDER  -  SECOND    CLASS 0
 JW0869
 JW0869.The horizontal coordinates were scaled from a topographic map and have
 JW0869.an estimated accuracy of +/- 6 seconds.
 JW0869
 JW0869.The orthometric height was determined by differential leveling
 JW0869.and adjusted by the National Geodetic Survey in June 1991..
 JW0869
 JW0869.The geoid height was determined by GEOID03.
 JW0869
 JW0869.The dynamic height is computed by dividing the NAVD 88
 JW0869.geopotential number by the normal gravity value computed on the
 JW0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0869.degrees latitude (g = 980.6199 gals.).
 JW0869
 JW0869.The modeled gravity was interpolated from observed gravity values.
 JW0869
 JW0869;                    North         East    Units  Estimated Accuracy
 JW0869;SPC WV N     -    63,940.      588,850.      MT  (+/- 180 meters Scaled)
 JW0869
 JW0869                          SUPERSEDED SURVEY CONTROL
 JW0869
 JW0869  NGVD 29 (??/??/92)  523.938  (m)         1718.95   (f) ADJ UNCH    2 0
 JW0869
 JW0869.Superseded values are not recommended for survey control.
 JW0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0869.See file dsdata.txt to determine how the superseded data were derived.
 JW0869
 JW0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD186260(NAD 83)
 JW0869_MARKER: R = RIVET
 JW0869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0869_SP_SET: FOUNDATION
 JW0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0869
 JW0869  HISTORY     - Date     Condition        Report By
 JW0869  HISTORY     - UNK      MONUMENTED       WMRR
 JW0869  HISTORY     - 1935     GOOD             NGS
 JW0869
 JW0869                          STATION DESCRIPTION
 JW0869
 JW0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0869'3.6 MI E FROM PARSONS.
 JW0869'3.6 MILES EAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0869'STATION AT PARSONS, TUCKER COUNTY, 0.2 MILE WEST OF THE HENDRICKS
 JW0869'STATION, AT A WATER TOWER CRANE, IN THE TOP OF THE NORTHWEST
 JW0869'CORNER OF THE FOUNDATION, 9 FEET SOUTH OF THE CENTERLINE OF THE
 JW0869'TRACK, AND 1/2 FOOT HIGHER THAN THE TRACK.  A STANDARD MONEL-METAL
 JW0869'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1286 ***********************************************************************
 GX1286  DESIGNATION -  RV 300
 GX1286  PID         -  GX1286
 GX1286  STATE/COUNTY-  WV/MCDOWELL
 GX1286  USGS QUAD   -  KEYSTONE (1976)
 GX1286
 GX1286                         *CURRENT SURVEY CONTROL
 GX1286  ___________________________________________________________________
 GX1286* NAD 83(1986)-  37 25 15.     (N)    081 26 26.     (W)     SCALED    
 GX1286* NAVD 88     -       513.680  (meters)    1685.30   (feet)  ADJUSTED  
 GX1286  ___________________________________________________________________
 GX1286  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX1286  DYNAMIC HT  -         513.244 (meters)    1683.87  (feet)  COMP
 GX1286  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 GX1286
 GX1286  VERT ORDER  -  SECOND    CLASS 0
 GX1286
 GX1286.The horizontal coordinates were scaled from a topographic map and have
 GX1286.an estimated accuracy of +/- 6 seconds.
 GX1286
 GX1286.The orthometric height was determined by differential leveling
 GX1286.and adjusted by the National Geodetic Survey in June 1991..
 GX1286
 GX1286.The geoid height was determined by GEOID03.
 GX1286
 GX1286.The dynamic height is computed by dividing the NAVD 88
 GX1286.geopotential number by the normal gravity value computed on the
 GX1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1286.degrees latitude (g = 980.6199 gals.).
 GX1286
 GX1286.The modeled gravity was interpolated from observed gravity values.
 GX1286
 GX1286;                    North         East    Units  Estimated Accuracy
 GX1286;SPC WV S     -    46,800.      561,000.      MT  (+/- 180 meters Scaled)
 GX1286
 GX1286                          SUPERSEDED SURVEY CONTROL
 GX1286
 GX1286  NGVD 29 (??/??/92)  513.823  (m)         1685.77   (f) ADJ UNCH    2 0
 GX1286
 GX1286.Superseded values are not recommended for survey control.
 GX1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1286.See file dsdata.txt to determine how the superseded data were derived.
 GX1286
 GX1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB610416(NAD 83)
 GX1286_MARKER: R = RIVET
 GX1286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1286_SP_SET: BRIDGE
 GX1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1286
 GX1286  HISTORY     - Date     Condition        Report By
 GX1286  HISTORY     - UNK      MONUMENTED       NWRR
 GX1286  HISTORY     - 1935     GOOD             NGS
 GX1286
 GX1286                          STATION DESCRIPTION
 GX1286
 GX1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1286'0.9 MI E FROM KEYSTONE.
 GX1286'0.9 MILE EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1286'STATION AT KEYSTONE, MCDOWELL COUNTY, 0.5 MILE NORTHWEST OF
 GX1286'MILEPOST N 386, 11 FEET SOUTHEAST OF CATENARY BRIDGE 386-27,
 GX1286'AT BRIDGE 878, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 GX1286'ABUTMENT, 10 FEET NORTHEAST OF THE NORTHEAST RAIL, AND LEVEL
 GX1286'WITH THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1291 ***********************************************************************
 GX1291  DESIGNATION -  RV 301
 GX1291  PID         -  GX1291
 GX1291  STATE/COUNTY-  WV/MCDOWELL
 GX1291  USGS QUAD   -  KEYSTONE (1976)
 GX1291
 GX1291                         *CURRENT SURVEY CONTROL
 GX1291  ___________________________________________________________________
 GX1291* NAD 83(1986)-  37 24 54.     (N)    081 26 02.     (W)     SCALED    
 GX1291* NAVD 88     -       520.438  (meters)    1707.47   (feet)  ADJUSTED  
 GX1291  ___________________________________________________________________
 GX1291  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GX1291  DYNAMIC HT  -         519.994 (meters)    1706.01  (feet)  COMP
 GX1291  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 GX1291
 GX1291  VERT ORDER  -  SECOND    CLASS 0
 GX1291
 GX1291.The horizontal coordinates were scaled from a topographic map and have
 GX1291.an estimated accuracy of +/- 6 seconds.
 GX1291
 GX1291.The orthometric height was determined by differential leveling
 GX1291.and adjusted by the National Geodetic Survey in June 1991..
 GX1291
 GX1291.The geoid height was determined by GEOID03.
 GX1291
 GX1291.The dynamic height is computed by dividing the NAVD 88
 GX1291.geopotential number by the normal gravity value computed on the
 GX1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1291.degrees latitude (g = 980.6199 gals.).
 GX1291
 GX1291.The modeled gravity was interpolated from observed gravity values.
 GX1291
 GX1291;                    North         East    Units  Estimated Accuracy
 GX1291;SPC WV S     -    46,150.      561,590.      MT  (+/- 180 meters Scaled)
 GX1291
 GX1291                          SUPERSEDED SURVEY CONTROL
 GX1291
 GX1291  NGVD 29 (??/??/92)  520.578  (m)         1707.93   (f) ADJ UNCH    2 0
 GX1291
 GX1291.Superseded values are not recommended for survey control.
 GX1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1291.See file dsdata.txt to determine how the superseded data were derived.
 GX1291
 GX1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB616410(NAD 83)
 GX1291_MARKER: B = BOLT
 GX1291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1291_SP_SET: BRIDGE
 GX1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1291
 GX1291  HISTORY     - Date     Condition        Report By
 GX1291  HISTORY     - UNK      MONUMENTED       NWRR
 GX1291  HISTORY     - 1958     GOOD             NGS
 GX1291
 GX1291                          STATION DESCRIPTION
 GX1291
 GX1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1291'AT NORTH FORK.
 GX1291'AT NORTH FORK, ABOUT 0.1 MILE SOUTHEAST ALONG THE NORFOLK AND
 GX1291'WESTERN RAILWAY FROM THE STATION, ABOUT 3 RAIL SOUTHEAST OF
 GX1291'MILEPOST N 386, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GX1291'ABUTMENT FOR RAILWAY BRIDGE 877, 13 FEET SOUTHWEST OF THE
 GX1291'SOUTHWEST RAIL, 1 1/2 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 GX1291'ABUTMENT, AND ABOUT 1/2 FOOT ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1293 ***********************************************************************
 GX1293  DESIGNATION -  RV 302
 GX1293  PID         -  GX1293
 GX1293  STATE/COUNTY-  WV/MCDOWELL
 GX1293  USGS QUAD   -  KEYSTONE (1976)
 GX1293
 GX1293                         *CURRENT SURVEY CONTROL
 GX1293  ___________________________________________________________________
 GX1293* NAD 83(1986)-  37 24 34.     (N)    081 25 31.     (W)     SCALED    
 GX1293* NAVD 88     -       534.752  (meters)    1754.43   (feet)  ADJUSTED  
 GX1293  ___________________________________________________________________
 GX1293  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX1293  DYNAMIC HT  -         534.294 (meters)    1752.93  (feet)  COMP
 GX1293  MODELED GRAV-     979,756.2   (mgal)                       NAVD 88
 GX1293
 GX1293  VERT ORDER  -  SECOND    CLASS 0
 GX1293
 GX1293.The horizontal coordinates were scaled from a topographic map and have
 GX1293.an estimated accuracy of +/- 6 seconds.
 GX1293
 GX1293.The orthometric height was determined by differential leveling
 GX1293.and adjusted by the National Geodetic Survey in June 1991..
 GX1293
 GX1293.The geoid height was determined by GEOID03.
 GX1293
 GX1293.The dynamic height is computed by dividing the NAVD 88
 GX1293.geopotential number by the normal gravity value computed on the
 GX1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1293.degrees latitude (g = 980.6199 gals.).
 GX1293
 GX1293.The modeled gravity was interpolated from observed gravity values.
 GX1293
 GX1293;                    North         East    Units  Estimated Accuracy
 GX1293;SPC WV S     -    45,530.      562,350.      MT  (+/- 180 meters Scaled)
 GX1293
 GX1293                          SUPERSEDED SURVEY CONTROL
 GX1293
 GX1293  NGVD 29 (??/??/92)  534.886  (m)         1754.87   (f) ADJ UNCH    2 0
 GX1293
 GX1293.Superseded values are not recommended for survey control.
 GX1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1293.See file dsdata.txt to determine how the superseded data were derived.
 GX1293
 GX1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB623403(NAD 83)
 GX1293_MARKER: R = RIVET
 GX1293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1293_SP_SET: BRIDGE
 GX1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1293
 GX1293  HISTORY     - Date     Condition        Report By
 GX1293  HISTORY     - UNK      MONUMENTED       NWRR
 GX1293  HISTORY     - 1958     GOOD             NGS
 GX1293
 GX1293                          STATION DESCRIPTION
 GX1293
 GX1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1293'0.8 MI SE FROM NORTH FORK.
 GX1293'ABOUT 0.8 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1293'FROM THE STATION AT NORTH FORK, AT MILEPOLE 383-30, IN TOP OF
 GX1293'THE WEST END OF THE SOUTH ABUTMENT FOR AN OLD ABANDONED RAILROAD
 GX1293'BRIDGE OVER ELKHORN CREEK, 75 FEET WEST AND ACROSS THE CREEK
 GX1293'FROM THE WEST RAIL OF THE WEST TRACK, 1/2 FOOT EAST OF THE WEST
 GX1293'END OF THE ABUTMENT, AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 GX1293'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1295 ***********************************************************************
 GX1295  DESIGNATION -  RV 303
 GX1295  PID         -  GX1295
 GX1295  STATE/COUNTY-  WV/MCDOWELL
 GX1295  USGS QUAD   -  KEYSTONE (1976)
 GX1295
 GX1295                         *CURRENT SURVEY CONTROL
 GX1295  ___________________________________________________________________
 GX1295* NAD 83(1986)-  37 24 18.     (N)    081 25 13.     (W)     SCALED    
 GX1295* NAVD 88     -       542.788  (meters)    1780.80   (feet)  ADJUSTED  
 GX1295  ___________________________________________________________________
 GX1295  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GX1295  DYNAMIC HT  -         542.321 (meters)    1779.26  (feet)  COMP
 GX1295  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 GX1295
 GX1295  VERT ORDER  -  SECOND    CLASS 0
 GX1295
 GX1295.The horizontal coordinates were scaled from a topographic map and have
 GX1295.an estimated accuracy of +/- 6 seconds.
 GX1295
 GX1295.The orthometric height was determined by differential leveling
 GX1295.and adjusted by the National Geodetic Survey in June 1991..
 GX1295
 GX1295.The geoid height was determined by GEOID03.
 GX1295
 GX1295.The dynamic height is computed by dividing the NAVD 88
 GX1295.geopotential number by the normal gravity value computed on the
 GX1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1295.degrees latitude (g = 980.6199 gals.).
 GX1295
 GX1295.The modeled gravity was interpolated from observed gravity values.
 GX1295
 GX1295;                    North         East    Units  Estimated Accuracy
 GX1295;SPC WV S     -    45,040.      562,790.      MT  (+/- 180 meters Scaled)
 GX1295
 GX1295                          SUPERSEDED SURVEY CONTROL
 GX1295
 GX1295  NGVD 29 (??/??/92)  542.92   (m)         1781.2    (f) COMPUTED    2 0
 GX1295
 GX1295.Superseded values are not recommended for survey control.
 GX1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1295.See file dsdata.txt to determine how the superseded data were derived.
 GX1295
 GX1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB628398(NAD 83)
 GX1295_MARKER: R = RIVET
 GX1295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1295_SP_SET: CULVERT
 GX1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1295
 GX1295  HISTORY     - Date     Condition        Report By
 GX1295  HISTORY     - UNK      MONUMENTED       NWRR
 GX1295  HISTORY     - 1958     MARK NOT FOUND   NGS
 GX1295
 GX1295                          STATION DESCRIPTION
 GX1295
 GX1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1295'1.4 MI SE FROM NORTH FORK.
 GX1295'1.4 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1295'THE STATION AT NORTH FORK, MCDOWELL COUNTY, 0.4 MILE SOUTHEAST
 GX1295'OF MILEPOST N 385, ABOUT 100 YARDS NORTHWEST OF A POCAHONTAS
 GX1295'COAL ELEVATOR, AT CULVERT 873, IN THE CENTER OF THE TOP OF THE
 GX1295'NORTHEAST HEADWALL, 5.6 FEET NORTH EAST OF THE NORTHEAST RAIL,
 GX1295'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.  A STANDARD
 GX1295'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2021 ***********************************************************************
 HX2021  DESIGNATION -  RV 31
 HX2021  PID         -  HX2021
 HX2021  STATE/COUNTY-  WV/KANAWHA
 HX2021  USGS QUAD   -  CHARLESTON WEST (1976)
 HX2021
 HX2021                         *CURRENT SURVEY CONTROL
 HX2021  ___________________________________________________________________
 HX2021* NAD 83(1986)-  38 22 06.     (N)    081 39 33.     (W)     SCALED    
 HX2021* NAVD 88     -       183.747  (meters)     602.84   (feet)  ADJUSTED  
 HX2021  ___________________________________________________________________
 HX2021  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HX2021  DYNAMIC HT  -         183.619 (meters)     602.42  (feet)  COMP
 HX2021  MODELED GRAV-     979,927.9   (mgal)                       NAVD 88
 HX2021
 HX2021  VERT ORDER  -  FIRST     CLASS II
 HX2021
 HX2021.The horizontal coordinates were scaled from a topographic map and have
 HX2021.an estimated accuracy of +/- 6 seconds.
 HX2021
 HX2021.The orthometric height was determined by differential leveling
 HX2021.and adjusted by the National Geodetic Survey in June 1991..
 HX2021
 HX2021.The geoid height was determined by GEOID03.
 HX2021
 HX2021.The dynamic height is computed by dividing the NAVD 88
 HX2021.geopotential number by the normal gravity value computed on the
 HX2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2021.degrees latitude (g = 980.6199 gals.).
 HX2021
 HX2021.The modeled gravity was interpolated from observed gravity values.
 HX2021
 HX2021;                    North         East    Units  Estimated Accuracy
 HX2021;SPC WV S     -   152,080.      542,400.      MT  (+/- 180 meters Scaled)
 HX2021
 HX2021                          SUPERSEDED SURVEY CONTROL
 HX2021
 HX2021  NGVD 29 (??/??/92)  183.949  (m)          603.51   (f) ADJ UNCH    1 2
 HX2021
 HX2021.Superseded values are not recommended for survey control.
 HX2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2021.See file dsdata.txt to determine how the superseded data were derived.
 HX2021
 HX2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC424468(NAD 83)
 HX2021_MARKER: R = RIVET
 HX2021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2021_SP_SET: UNDERPASS BACK WALL
 HX2021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2021
 HX2021  HISTORY     - Date     Condition        Report By
 HX2021  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2021  HISTORY     - 1933     GOOD             NGS
 HX2021
 HX2021                          STATION DESCRIPTION
 HX2021
 HX2021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX2021'0.3 MI SE FROM WEST CHARLESTON.
 HX2021'ABOUT 0.3 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2021'FROM THE STATION AT WEST CHARLESTON, KANAWHA COUNTY, AT THE
 HX2021'FLORIDA STREET UNDERPASS, IN THE TOP OF THE NORTHWEST BACK
 HX2021'WALL, ABOUT 7 YARDS NORTHEAST OF THE CENTER LINE OF THE
 HX2021'SOUTH-BOUND MAIN TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 HX2021'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0871 ***********************************************************************
 JW0871  DESIGNATION -  RV 31
 JW0871  PID         -  JW0871
 JW0871  STATE/COUNTY-  WV/TUCKER
 JW0871  USGS QUAD   -  PARSONS (1995)
 JW0871
 JW0871                         *CURRENT SURVEY CONTROL
 JW0871  ___________________________________________________________________
 JW0871* NAD 83(1986)-  39 05 17.     (N)    079 39 01.     (W)     SCALED    
 JW0871* NAVD 88     -       511.840  (meters)    1679.26   (feet)  ADJUSTED  
 JW0871  ___________________________________________________________________
 JW0871  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JW0871  DYNAMIC HT  -         511.491 (meters)    1678.12  (feet)  COMP
 JW0871  MODELED GRAV-     979,928.2   (mgal)                       NAVD 88
 JW0871
 JW0871  VERT ORDER  -  SECOND    CLASS 0
 JW0871
 JW0871.The horizontal coordinates were scaled from a topographic map and have
 JW0871.an estimated accuracy of +/- 6 seconds.
 JW0871
 JW0871.The orthometric height was determined by differential leveling
 JW0871.and adjusted by the National Geodetic Survey in June 1991..
 JW0871
 JW0871.The geoid height was determined by GEOID03.
 JW0871
 JW0871.The dynamic height is computed by dividing the NAVD 88
 JW0871.geopotential number by the normal gravity value computed on the
 JW0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0871.degrees latitude (g = 980.6199 gals.).
 JW0871
 JW0871.The modeled gravity was interpolated from observed gravity values.
 JW0871
 JW0871;                    North         East    Units  Estimated Accuracy
 JW0871;SPC WV N     -    65,300.      587,000.      MT  (+/- 180 meters Scaled)
 JW0871
 JW0871                          SUPERSEDED SURVEY CONTROL
 JW0871
 JW0871  NGVD 29 (??/??/92)  512.003  (m)         1679.80   (f) ADJ UNCH    2 0
 JW0871
 JW0871.Superseded values are not recommended for survey control.
 JW0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0871.See file dsdata.txt to determine how the superseded data were derived.
 JW0871
 JW0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD167274(NAD 83)
 JW0871_MARKER: R = RIVET
 JW0871_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0871_SP_SET: BRIDGE
 JW0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0871
 JW0871  HISTORY     - Date     Condition        Report By
 JW0871  HISTORY     - UNK      MONUMENTED       WMRR
 JW0871  HISTORY     - 1935     GOOD             NGS
 JW0871
 JW0871                          STATION DESCRIPTION
 JW0871
 JW0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0871'1.9 MI E FROM PARSONS.
 JW0871'1.9 MILES EAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0871'STATION AT PARSONS, TUCKER COUNTY, 160 FEET WEST OF A WATER TOWER,
 JW0871'AT THE EAST END OF A BRIDGE OVER ROARING RUN, IN THE TOP OF THE
 JW0871'SOUTH SIDE OF THE CONCRETE WINGWALL, AND 15 FEET SOUTH OF THE
 JW0871'CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1304 ***********************************************************************
 GX1304  DESIGNATION -  RV 311
 GX1304  PID         -  GX1304
 GX1304  STATE/COUNTY-  WV/MCDOWELL
 GX1304  USGS QUAD   -  BRAMWELL (1979)
 GX1304
 GX1304                         *CURRENT SURVEY CONTROL
 GX1304  ___________________________________________________________________
 GX1304* NAD 83(1986)-  37 21 36.     (N)    081 21 40.     (W)     SCALED    
 GX1304* NAVD 88     -       674.531  (meters)    2213.02   (feet)  ADJUSTED  
 GX1304  ___________________________________________________________________
 GX1304  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GX1304  DYNAMIC HT  -         673.929 (meters)    2211.05  (feet)  COMP
 GX1304  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 GX1304
 GX1304  VERT ORDER  -  SECOND    CLASS 0
 GX1304
 GX1304.The horizontal coordinates were scaled from a topographic map and have
 GX1304.an estimated accuracy of +/- 6 seconds.
 GX1304
 GX1304.The orthometric height was determined by differential leveling
 GX1304.and adjusted by the National Geodetic Survey in June 1991..
 GX1304
 GX1304.The geoid height was determined by GEOID03.
 GX1304
 GX1304.The dynamic height is computed by dividing the NAVD 88
 GX1304.geopotential number by the normal gravity value computed on the
 GX1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1304.degrees latitude (g = 980.6199 gals.).
 GX1304
 GX1304.The modeled gravity was interpolated from observed gravity values.
 GX1304
 GX1304;                    North         East    Units  Estimated Accuracy
 GX1304;SPC WV S     -    40,020.      568,010.      MT  (+/- 180 meters Scaled)
 GX1304
 GX1304                          SUPERSEDED SURVEY CONTROL
 GX1304
 GX1304  NGVD 29 (??/??/92)  674.634  (m)         2213.36   (f) ADJ UNCH    2 0
 GX1304
 GX1304.Superseded values are not recommended for survey control.
 GX1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1304.See file dsdata.txt to determine how the superseded data were derived.
 GX1304
 GX1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB680348(NAD 83)
 GX1304_MARKER: R = RIVET
 GX1304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1304_SP_SET: BRIDGE
 GX1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1304
 GX1304  HISTORY     - Date     Condition        Report By
 GX1304  HISTORY     - UNK      MONUMENTED       NWRR
 GX1304  HISTORY     - 1935     GOOD             NGS
 GX1304
 GX1304                          STATION DESCRIPTION
 GX1304
 GX1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1304'0.5 MI E FROM MAYBEURY.
 GX1304'0.5 MILE EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1304'STATION AT MAYBEURY, MCDOWELL COUNTY, 0.2 MILE EAST OF MILEPOST
 GX1304'N 379, AT BRIDGE 860, IN THE TOP OF THE WEST BACK WALL, 4 FEET
 GX1304'SOUTH OF THE SOUTH RAIL, AND 0.5 FOOT BELOW THE LEVEL OF THE
 GX1304'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1306 ***********************************************************************
 GX1306  DESIGNATION -  RV 312
 GX1306  PID         -  GX1306
 GX1306  STATE/COUNTY-  WV/MCDOWELL
 GX1306  USGS QUAD   -  BRAMWELL (1979)
 GX1306
 GX1306                         *CURRENT SURVEY CONTROL
 GX1306  ___________________________________________________________________
 GX1306* NAD 83(1986)-  37 21 10.     (N)    081 21 21.     (W)     SCALED    
 GX1306* NAVD 88     -       692.035  (meters)    2270.45   (feet)  ADJUSTED  
 GX1306  ___________________________________________________________________
 GX1306  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GX1306  DYNAMIC HT  -         691.415 (meters)    2268.42  (feet)  COMP
 GX1306  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 GX1306
 GX1306  VERT ORDER  -  SECOND    CLASS 0
 GX1306
 GX1306.The horizontal coordinates were scaled from a topographic map and have
 GX1306.an estimated accuracy of +/- 6 seconds.
 GX1306
 GX1306.The orthometric height was determined by differential leveling
 GX1306.and adjusted by the National Geodetic Survey in June 1991..
 GX1306
 GX1306.The geoid height was determined by GEOID03.
 GX1306
 GX1306.The dynamic height is computed by dividing the NAVD 88
 GX1306.geopotential number by the normal gravity value computed on the
 GX1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1306.degrees latitude (g = 980.6199 gals.).
 GX1306
 GX1306.The modeled gravity was interpolated from observed gravity values.
 GX1306
 GX1306;                    North         East    Units  Estimated Accuracy
 GX1306;SPC WV S     -    39,220.      568,470.      MT  (+/- 180 meters Scaled)
 GX1306
 GX1306                          SUPERSEDED SURVEY CONTROL
 GX1306
 GX1306  NGVD 29 (??/??/92)  692.135  (m)         2270.78   (f) ADJ UNCH    2 0
 GX1306
 GX1306.Superseded values are not recommended for survey control.
 GX1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1306.See file dsdata.txt to determine how the superseded data were derived.
 GX1306
 GX1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB684340(NAD 83)
 GX1306_MARKER: R = RIVET
 GX1306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1306_SP_SET: BRIDGE
 GX1306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1306
 GX1306  HISTORY     - Date     Condition        Report By
 GX1306  HISTORY     - UNK      MONUMENTED       NWRR
 GX1306  HISTORY     - 1935     GOOD             NGS
 GX1306
 GX1306                          STATION DESCRIPTION
 GX1306
 GX1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1306'0.8 MI W FROM COALDALE.
 GX1306'IN MCDOWELL COUNTY, 0.8 MILE WEST ALONG THE NORFOLK AND WESTERN
 GX1306'RAILWAY FROM THE STATION AT COALDALE, MERCER COUNTY, 0.2 MILE
 GX1306'WEST OF THE MCDOWELL-MERCER COUNTY LINE AND MILEPOST N 378, AT
 GX1306'CATENARY BRIDGE 387-12, IN THE TOP OF THE NORTHEAST CORNER OF THE
 GX1306'SOUTH BASE, 7 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT BELOW
 GX1306'THE LEVEL OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1308 ***********************************************************************
 GX1308  DESIGNATION -  RV 314 NWRR
 GX1308  PID         -  GX1308
 GX1308  STATE/COUNTY-  WV/MERCER
 GX1308  USGS QUAD   -  BRAMWELL (1979)
 GX1308
 GX1308                         *CURRENT SURVEY CONTROL
 GX1308  ___________________________________________________________________
 GX1308* NAD 83(1986)-  37 20 06.     (N)    081 20 26.     (W)     SCALED    
 GX1308* NAVD 88     -       728.197  (meters)    2389.09   (feet)  ADJUSTED  
 GX1308  ___________________________________________________________________
 GX1308  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GX1308  DYNAMIC HT  -         727.546 (meters)    2386.96  (feet)  COMP
 GX1308  MODELED GRAV-     979,712.5   (mgal)                       NAVD 88
 GX1308
 GX1308  VERT ORDER  -  SECOND    CLASS 0
 GX1308
 GX1308.The horizontal coordinates were scaled from a topographic map and have
 GX1308.an estimated accuracy of +/- 6 seconds.
 GX1308
 GX1308.The orthometric height was determined by differential leveling
 GX1308.and adjusted by the National Geodetic Survey in June 1991..
 GX1308
 GX1308.The geoid height was determined by GEOID03.
 GX1308
 GX1308.The dynamic height is computed by dividing the NAVD 88
 GX1308.geopotential number by the normal gravity value computed on the
 GX1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1308.degrees latitude (g = 980.6199 gals.).
 GX1308
 GX1308.The modeled gravity was interpolated from observed gravity values.
 GX1308
 GX1308;                    North         East    Units  Estimated Accuracy
 GX1308;SPC WV S     -    37,240.      569,820.      MT  (+/- 180 meters Scaled)
 GX1308
 GX1308                          SUPERSEDED SURVEY CONTROL
 GX1308
 GX1308  NGVD 29 (??/??/92)  728.295  (m)         2389.41   (f) ADJ UNCH    2 0
 GX1308
 GX1308.Superseded values are not recommended for survey control.
 GX1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1308.See file dsdata.txt to determine how the superseded data were derived.
 GX1308
 GX1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB698320(NAD 83)
 GX1308_MARKER: R = RIVET
 GX1308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1308_SP_SET: BRIDGE
 GX1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1308
 GX1308  HISTORY     - Date     Condition        Report By
 GX1308  HISTORY     - UNK      MONUMENTED       CGS
 GX1308  HISTORY     - 1935     GOOD             NGS
 GX1308
 GX1308                          STATION DESCRIPTION
 GX1308
 GX1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1308'0.7 MI S FROM COALDALE.
 GX1308'0.7 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1308'STATION AT COALDALE, MERCER COUNTY, 390 FEET EAST OF THE EAST
 GX1308'END OF THE COALDALE TUNNEL, AT CATENARY BRIDGE 376-39, IN THE
 GX1308'TOP OF THE SOUTHWEST CORNER OF THE WEST BASE, 6 FEET WEST OF THE
 GX1308'WEST RAIL, AND LEVEL WITH THE TRACK.  A STANDARD MONEL-METAL
 GX1308'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1309 ***********************************************************************
 GX1309  DESIGNATION -  RV 315
 GX1309  PID         -  GX1309
 GX1309  STATE/COUNTY-  WV/MERCER
 GX1309  USGS QUAD   -  BRAMWELL (1979)
 GX1309
 GX1309                         *CURRENT SURVEY CONTROL
 GX1309  ___________________________________________________________________
 GX1309* NAD 83(1986)-  37 19 45.     (N)    081 20 05.     (W)     SCALED    
 GX1309* NAVD 88     -       717.264  (meters)    2353.22   (feet)  ADJUSTED  
 GX1309  ___________________________________________________________________
 GX1309  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX1309  DYNAMIC HT  -         716.625 (meters)    2351.13  (feet)  COMP
 GX1309  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 GX1309
 GX1309  VERT ORDER  -  SECOND    CLASS 0
 GX1309
 GX1309.The horizontal coordinates were scaled from a topographic map and have
 GX1309.an estimated accuracy of +/- 6 seconds.
 GX1309
 GX1309.The orthometric height was determined by differential leveling
 GX1309.and adjusted by the National Geodetic Survey in June 1991..
 GX1309
 GX1309.The geoid height was determined by GEOID03.
 GX1309
 GX1309.The dynamic height is computed by dividing the NAVD 88
 GX1309.geopotential number by the normal gravity value computed on the
 GX1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1309.degrees latitude (g = 980.6199 gals.).
 GX1309
 GX1309.The modeled gravity was interpolated from observed gravity values.
 GX1309
 GX1309;                    North         East    Units  Estimated Accuracy
 GX1309;SPC WV S     -    36,590.      570,330.      MT  (+/- 180 meters Scaled)
 GX1309
 GX1309                          SUPERSEDED SURVEY CONTROL
 GX1309
 GX1309  NGVD 29 (??/??/92)  717.371  (m)         2353.57   (f) ADJ UNCH    2 0
 GX1309
 GX1309.Superseded values are not recommended for survey control.
 GX1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1309.See file dsdata.txt to determine how the superseded data were derived.
 GX1309
 GX1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB703314(NAD 83)
 GX1309_MARKER: R = RIVET
 GX1309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1309_SP_SET: BRIDGE
 GX1309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1309
 GX1309  HISTORY     - Date     Condition        Report By
 GX1309  HISTORY     - UNK      MONUMENTED       NWRR
 GX1309  HISTORY     - 1935     GOOD             NGS
 GX1309
 GX1309                          STATION DESCRIPTION
 GX1309
 GX1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1309'1.1 MI W FROM BLUESTONE.
 GX1309'1.1 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1309'STATION AT BLUESTONE, MERCER COUNTY, AT CATENARY BRIDGE 374-61.
 GX1309'IN THE TOP OF THE SOUTHWEST CORNER OF THE NORTH PEDESTAL, AND 13.4
 GX1309'FEET NORTH OF THE NORTH RAIL OF THE WEST-BOUND TRACK.  A STANDARD
 GX1309'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1313 ***********************************************************************
 GX1313  DESIGNATION -  RV 316
 GX1313  PID         -  GX1313
 GX1313  STATE/COUNTY-  WV/MERCER
 GX1313  USGS QUAD   -  BRAMWELL (1979)
 GX1313
 GX1313                         *CURRENT SURVEY CONTROL
 GX1313  ___________________________________________________________________
 GX1313* NAD 83(1986)-  37 19 19.     (N)    081 19 35.     (W)     SCALED    
 GX1313* NAVD 88     -       703.861  (meters)    2309.25   (feet)  ADJUSTED  
 GX1313  ___________________________________________________________________
 GX1313  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX1313  DYNAMIC HT  -         703.235 (meters)    2307.20  (feet)  COMP
 GX1313  MODELED GRAV-     979,719.3   (mgal)                       NAVD 88
 GX1313
 GX1313  VERT ORDER  -  SECOND    CLASS 0
 GX1313
 GX1313.The horizontal coordinates were scaled from a topographic map and have
 GX1313.an estimated accuracy of +/- 6 seconds.
 GX1313
 GX1313.The orthometric height was determined by differential leveling
 GX1313.and adjusted by the National Geodetic Survey in June 1991..
 GX1313
 GX1313.The geoid height was determined by GEOID03.
 GX1313
 GX1313.The dynamic height is computed by dividing the NAVD 88
 GX1313.geopotential number by the normal gravity value computed on the
 GX1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1313.degrees latitude (g = 980.6199 gals.).
 GX1313
 GX1313.The modeled gravity was interpolated from observed gravity values.
 GX1313
 GX1313;                    North         East    Units  Estimated Accuracy
 GX1313;SPC WV S     -    35,780.      571,070.      MT  (+/- 180 meters Scaled)
 GX1313
 GX1313                          SUPERSEDED SURVEY CONTROL
 GX1313
 GX1313  NGVD 29 (??/??/92)  703.970  (m)         2309.61   (f) ADJ UNCH    2 0
 GX1313
 GX1313.Superseded values are not recommended for survey control.
 GX1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1313.See file dsdata.txt to determine how the superseded data were derived.
 GX1313
 GX1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB710306(NAD 83)
 GX1313_MARKER: R = RIVET
 GX1313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1313_SP_SET: BRIDGE
 GX1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1313
 GX1313  HISTORY     - Date     Condition        Report By
 GX1313  HISTORY     - UNK      MONUMENTED       NWRR
 GX1313  HISTORY     - 1935     GOOD             NGS
 GX1313
 GX1313                          STATION DESCRIPTION
 GX1313
 GX1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1313'0.6 MI W FROM BLUESTONE.
 GX1313'0.6 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1313'STATION AT BLUESTONE, MERCER COUNTY, AT COOPER, AT CATENARY BRIDGE
 GX1313'374-23, IN THE SOUTHWEST CORNER OF THE EAST BASE, 6 FEET EAST
 GX1313'OF THE EAST RAIL, AND 0.5 FOOT BELOW THE LEVEL OF THE TRACK.
 GX1313'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1315 ***********************************************************************
 GX1315  DESIGNATION -  RV 317
 GX1315  PID         -  GX1315
 GX1315  STATE/COUNTY-  WV/MERCER
 GX1315  USGS QUAD   -  BRAMWELL (1979)
 GX1315
 GX1315                         *CURRENT SURVEY CONTROL
 GX1315  ___________________________________________________________________
 GX1315* NAD 83(1986)-  37 18 52.     (N)    081 19 28.     (W)     SCALED    
 GX1315* NAVD 88     -       696.859  (meters)    2286.28   (feet)  ADJUSTED  
 GX1315  ___________________________________________________________________
 GX1315  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GX1315  DYNAMIC HT  -         696.240 (meters)    2284.25  (feet)  COMP
 GX1315  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 GX1315
 GX1315  VERT ORDER  -  SECOND    CLASS 0
 GX1315
 GX1315.The horizontal coordinates were scaled from a topographic map and have
 GX1315.an estimated accuracy of +/- 6 seconds.
 GX1315
 GX1315.The orthometric height was determined by differential leveling
 GX1315.and adjusted by the National Geodetic Survey in June 1991..
 GX1315
 GX1315.The geoid height was determined by GEOID03.
 GX1315
 GX1315.The dynamic height is computed by dividing the NAVD 88
 GX1315.geopotential number by the normal gravity value computed on the
 GX1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1315.degrees latitude (g = 980.6199 gals.).
 GX1315
 GX1315.The modeled gravity was interpolated from observed gravity values.
 GX1315
 GX1315;                    North         East    Units  Estimated Accuracy
 GX1315;SPC WV S     -    34,950.      571,240.      MT  (+/- 180 meters Scaled)
 GX1315
 GX1315                          SUPERSEDED SURVEY CONTROL
 GX1315
 GX1315  NGVD 29 (??/??/92)  696.970  (m)         2286.64   (f) ADJ UNCH    2 0
 GX1315
 GX1315.Superseded values are not recommended for survey control.
 GX1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1315.See file dsdata.txt to determine how the superseded data were derived.
 GX1315
 GX1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB712298(NAD 83)
 GX1315_MARKER: R = RIVET
 GX1315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1315_SP_SET: UNDERPASS
 GX1315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1315
 GX1315  HISTORY     - Date     Condition        Report By
 GX1315  HISTORY     - UNK      MONUMENTED       NWRR
 GX1315  HISTORY     - 1935     GOOD             NGS
 GX1315
 GX1315                          STATION DESCRIPTION
 GX1315
 GX1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1315'AT BLUESTONE.
 GX1315'AT BLUESTONE, MERCER COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GX1315'14 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, IN THE
 GX1315'NORTH WALL OF AN UNDERPASS, 3 FEET SOUTH OF THE SOUTH RAIL OF THE
 GX1315'MAIN TRACK, AND 5 FEET NORTH OF THE NORTH RAIL OF A SPUR TRACK.
 GX1315'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1318 ***********************************************************************
 GX1318  DESIGNATION -  RV 318
 GX1318  PID         -  GX1318
 GX1318  STATE/COUNTY-  WV/MERCER
 GX1318  USGS QUAD   -  BRAMWELL (1979)
 GX1318
 GX1318                         *CURRENT SURVEY CONTROL
 GX1318  ___________________________________________________________________
 GX1318* NAD 83(1986)-  37 18 44.     (N)    081 18 57.     (W)     SCALED    
 GX1318* NAVD 88     -       699.072  (meters)    2293.54   (feet)  ADJUSTED  
 GX1318  ___________________________________________________________________
 GX1318  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GX1318  DYNAMIC HT  -         698.454 (meters)    2291.51  (feet)  COMP
 GX1318  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 GX1318
 GX1318  VERT ORDER  -  SECOND    CLASS 0
 GX1318
 GX1318.The horizontal coordinates were scaled from a topographic map and have
 GX1318.an estimated accuracy of +/- 6 seconds.
 GX1318
 GX1318.The orthometric height was determined by differential leveling
 GX1318.and adjusted by the National Geodetic Survey in June 1991..
 GX1318
 GX1318.The geoid height was determined by GEOID03.
 GX1318
 GX1318.The dynamic height is computed by dividing the NAVD 88
 GX1318.geopotential number by the normal gravity value computed on the
 GX1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1318.degrees latitude (g = 980.6199 gals.).
 GX1318
 GX1318.The modeled gravity was interpolated from observed gravity values.
 GX1318
 GX1318;                    North         East    Units  Estimated Accuracy
 GX1318;SPC WV S     -    34,700.      572,000.      MT  (+/- 180 meters Scaled)
 GX1318
 GX1318                          SUPERSEDED SURVEY CONTROL
 GX1318
 GX1318  NGVD 29 (??/??/92)  699.186  (m)         2293.91   (f) ADJ UNCH    2 0
 GX1318
 GX1318.Superseded values are not recommended for survey control.
 GX1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1318.See file dsdata.txt to determine how the superseded data were derived.
 GX1318
 GX1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB720295(NAD 83)
 GX1318_MARKER: R = RIVET
 GX1318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1318_SP_SET: BRIDGE
 GX1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1318
 GX1318  HISTORY     - Date     Condition        Report By
 GX1318  HISTORY     - UNK      MONUMENTED       NWRR
 GX1318  HISTORY     - 1935     GOOD             NGS
 GX1318
 GX1318                          STATION DESCRIPTION
 GX1318
 GX1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1318'0.6 MI SE FROM BLUESTONE.
 GX1318'0.6 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1318'THE STATION AT BLUESTONE, MERCER COUNTY, 0.1 MILE EAST OF THE
 GX1318'POWERHOUSE, 27 YARDS WEST OF THE NORTH SUPPORT OF CATENARY BRIDGE
 GX1318'373-21, AT BRIDGE 850, IN THE TOP OF THE EAST BACK WALL, 7 FEET
 GX1318'NORTH OF THE NORTH RAIL, AND 1.5 FEET BELOW THE LEVEL OF THE
 GX1318'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1319 ***********************************************************************
 GX1319  DESIGNATION -  RV 319 NWRR
 GX1319  PID         -  GX1319
 GX1319  STATE/COUNTY-  WV/MERCER
 GX1319  USGS QUAD   -  BRAMWELL (1979)
 GX1319
 GX1319                         *CURRENT SURVEY CONTROL
 GX1319  ___________________________________________________________________
 GX1319* NAD 83(1986)-  37 18 19.     (N)    081 18 26.     (W)     SCALED    
 GX1319* NAVD 88     -       700.900  (meters)    2299.54   (feet)  ADJUSTED  
 GX1319  ___________________________________________________________________
 GX1319  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GX1319  DYNAMIC HT  -         700.280 (meters)    2297.50  (feet)  COMP
 GX1319  MODELED GRAV-     979,723.1   (mgal)                       NAVD 88
 GX1319
 GX1319  VERT ORDER  -  SECOND    CLASS 0
 GX1319
 GX1319.The horizontal coordinates were scaled from a topographic map and have
 GX1319.an estimated accuracy of +/- 6 seconds.
 GX1319
 GX1319.The orthometric height was determined by differential leveling
 GX1319.and adjusted by the National Geodetic Survey in June 1991..
 GX1319
 GX1319.The geoid height was determined by GEOID03.
 GX1319
 GX1319.The dynamic height is computed by dividing the NAVD 88
 GX1319.geopotential number by the normal gravity value computed on the
 GX1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1319.degrees latitude (g = 980.6199 gals.).
 GX1319
 GX1319.The modeled gravity was interpolated from observed gravity values.
 GX1319
 GX1319;                    North         East    Units  Estimated Accuracy
 GX1319;SPC WV S     -    33,930.      572,760.      MT  (+/- 180 meters Scaled)
 GX1319
 GX1319                          SUPERSEDED SURVEY CONTROL
 GX1319
 GX1319  NGVD 29 (??/??/92)  701.013  (m)         2299.91   (f) ADJ UNCH    2 0
 GX1319
 GX1319.Superseded values are not recommended for survey control.
 GX1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1319.See file dsdata.txt to determine how the superseded data were derived.
 GX1319
 GX1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB727287(NAD 83)
 GX1319_MARKER: R = RIVET
 GX1319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1319_SP_SET: BRIDGE
 GX1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1319
 GX1319  HISTORY     - Date     Condition        Report By
 GX1319  HISTORY     - UNK      MONUMENTED       NWRR
 GX1319  HISTORY     - 1935     GOOD             NGS
 GX1319
 GX1319                          STATION DESCRIPTION
 GX1319
 GX1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1319'1.2 MI E FROM BLUESTONE.
 GX1319'1.2 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1319'STATION AT BLUESTONE, MERCER COUNTY, 0.4 MILE EAST OF MILEPOST
 GX1319'N 373, AT CATENARY BRIDGE 372-31, IN THE TOP OF THE NORTHEAST
 GX1319'CORNER OF THE SOUTH BASE, 4 FEET NORTH OF THE NORTH RAIL, AND
 GX1319'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD MONEL-METAL
 GX1319'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2023 ***********************************************************************
 HX2023  DESIGNATION -  RV 32
 HX2023  PID         -  HX2023
 HX2023  STATE/COUNTY-  WV/KANAWHA
 HX2023  USGS QUAD   -  CHARLESTON WEST (1976)
 HX2023
 HX2023                         *CURRENT SURVEY CONTROL
 HX2023  ___________________________________________________________________
 HX2023* NAD 83(1986)-  38 22 19.     (N)    081 40 22.     (W)     SCALED    
 HX2023* NAVD 88     -       182.104  (meters)     597.45   (feet)  ADJUSTED  
 HX2023  ___________________________________________________________________
 HX2023  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 HX2023  DYNAMIC HT  -         181.977 (meters)     597.04  (feet)  COMP
 HX2023  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 HX2023
 HX2023  VERT ORDER  -  FIRST     CLASS II
 HX2023
 HX2023.The horizontal coordinates were scaled from a topographic map and have
 HX2023.an estimated accuracy of +/- 6 seconds.
 HX2023
 HX2023.The orthometric height was determined by differential leveling
 HX2023.and adjusted by the National Geodetic Survey in June 1991..
 HX2023
 HX2023.The geoid height was determined by GEOID03.
 HX2023
 HX2023.The dynamic height is computed by dividing the NAVD 88
 HX2023.geopotential number by the normal gravity value computed on the
 HX2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2023.degrees latitude (g = 980.6199 gals.).
 HX2023
 HX2023.The modeled gravity was interpolated from observed gravity values.
 HX2023
 HX2023;                    North         East    Units  Estimated Accuracy
 HX2023;SPC WV S     -   152,480.      541,210.      MT  (+/- 180 meters Scaled)
 HX2023
 HX2023                          SUPERSEDED SURVEY CONTROL
 HX2023
 HX2023  NGVD 29 (??/??/92)  182.306  (m)          598.12   (f) ADJ UNCH    1 2
 HX2023
 HX2023.Superseded values are not recommended for survey control.
 HX2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2023.See file dsdata.txt to determine how the superseded data were derived.
 HX2023
 HX2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC412472(NAD 83)
 HX2023_MARKER: R = RIVET
 HX2023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2023_SP_SET: ABUTMENT
 HX2023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2023
 HX2023  HISTORY     - Date     Condition        Report By
 HX2023  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2023  HISTORY     - 1933     GOOD             NGS
 HX2023
 HX2023                          STATION DESCRIPTION
 HX2023
 HX2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX2023'0.4 MI NW FROM WEST CHARLESTON.
 HX2023'ABOUT 0.4 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2023'FROM THE STATION AT WEST CHARLESTON, KANAWHA COUNTY, AT BRIDGE
 HX2023'1230 OVER TWO MILE CREEK, IN THE TOP OF THE SOUTHWEST WING WALL
 HX2023'OF THE NORTHWEST ABUTMENT, ABOUT 3 YARDS SOUTHWEST OF THE
 HX2023'CENTER LINE OF THE SOUTH-BOUND MAIN TRACK, AND ABOUT 1 FOOT
 HX2023'LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1320 ***********************************************************************
 GX1320  DESIGNATION -  RV 320
 GX1320  PID         -  GX1320
 GX1320  STATE/COUNTY-  WV/MERCER
 GX1320  USGS QUAD   -  BRAMWELL (1979)
 GX1320
 GX1320                         *CURRENT SURVEY CONTROL
 GX1320  ___________________________________________________________________
 GX1320* NAD 83(1986)-  37 18 05.     (N)    081 17 52.     (W)     SCALED    
 GX1320* NAVD 88     -       702.101  (meters)    2303.48   (feet)  ADJUSTED  
 GX1320  ___________________________________________________________________
 GX1320  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GX1320  DYNAMIC HT  -         701.481 (meters)    2301.44  (feet)  COMP
 GX1320  MODELED GRAV-     979,723.1   (mgal)                       NAVD 88
 GX1320
 GX1320  VERT ORDER  -  SECOND    CLASS 0
 GX1320
 GX1320.The horizontal coordinates were scaled from a topographic map and have
 GX1320.an estimated accuracy of +/- 6 seconds.
 GX1320
 GX1320.The orthometric height was determined by differential leveling
 GX1320.and adjusted by the National Geodetic Survey in June 1991..
 GX1320
 GX1320.The geoid height was determined by GEOID03.
 GX1320
 GX1320.The dynamic height is computed by dividing the NAVD 88
 GX1320.geopotential number by the normal gravity value computed on the
 GX1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1320.degrees latitude (g = 980.6199 gals.).
 GX1320
 GX1320.The modeled gravity was interpolated from observed gravity values.
 GX1320
 GX1320;                    North         East    Units  Estimated Accuracy
 GX1320;SPC WV S     -    33,490.      573,600.      MT  (+/- 180 meters Scaled)
 GX1320
 GX1320                          SUPERSEDED SURVEY CONTROL
 GX1320
 GX1320  NGVD 29 (??/??/92)  702.215  (m)         2303.85   (f) ADJ UNCH    2 0
 GX1320
 GX1320.Superseded values are not recommended for survey control.
 GX1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1320.See file dsdata.txt to determine how the superseded data were derived.
 GX1320
 GX1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB736283(NAD 83)
 GX1320_MARKER: R = RIVET
 GX1320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1320_SP_SET: BRIDGE
 GX1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1320
 GX1320  HISTORY     - Date     Condition        Report By
 GX1320  HISTORY     - UNK      MONUMENTED       NWRR
 GX1320  HISTORY     - 1935     GOOD             NGS
 GX1320
 GX1320                          STATION DESCRIPTION
 GX1320
 GX1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1320'AT NEMOURS.
 GX1320'AT NEMOURS, MERCER COUNTY, ON THE NORFOLK AND WESTERN RAILWAY, 31
 GX1320'YARDS NORTH OF THE STATION, 34 FEET NORTH OF THE EAST SUPPORT
 GX1320'OF CATENARY BRIDGE 371-46, AT BRIDGE 847, IN THE TOP OF THE SOUTH
 GX1320'BACK WALL, 6 FEET EAST OF THE EAST RAIL, AND ABOUT 2 FEET BELOW
 GX1320'THE LEVEL OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1321 ***********************************************************************
 GX1321  DESIGNATION -  RV 321
 GX1321  PID         -  GX1321
 GX1321  STATE/COUNTY-  WV/MERCER
 GX1321  USGS QUAD   -  BRAMWELL (1979)
 GX1321
 GX1321                         *CURRENT SURVEY CONTROL
 GX1321  ___________________________________________________________________
 GX1321* NAD 83(1986)-  37 17 37.     (N)    081 18 03.     (W)     SCALED    
 GX1321* NAVD 88     -       704.430  (meters)    2311.12   (feet)  ADJUSTED  
 GX1321  ___________________________________________________________________
 GX1321  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GX1321  DYNAMIC HT  -         703.806 (meters)    2309.07  (feet)  COMP
 GX1321  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 GX1321
 GX1321  VERT ORDER  -  SECOND    CLASS 0
 GX1321
 GX1321.The horizontal coordinates were scaled from a topographic map and have
 GX1321.an estimated accuracy of +/- 6 seconds.
 GX1321
 GX1321.The orthometric height was determined by differential leveling
 GX1321.and adjusted by the National Geodetic Survey in June 1991..
 GX1321
 GX1321.The geoid height was determined by GEOID03.
 GX1321
 GX1321.The dynamic height is computed by dividing the NAVD 88
 GX1321.geopotential number by the normal gravity value computed on the
 GX1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1321.degrees latitude (g = 980.6199 gals.).
 GX1321
 GX1321.The modeled gravity was interpolated from observed gravity values.
 GX1321
 GX1321;                    North         East    Units  Estimated Accuracy
 GX1321;SPC WV S     -    32,630.      573,320.      MT  (+/- 180 meters Scaled)
 GX1321
 GX1321                          SUPERSEDED SURVEY CONTROL
 GX1321
 GX1321  NGVD 29 (??/??/92)  704.542  (m)         2311.48   (f) ADJ UNCH    2 0
 GX1321
 GX1321.Superseded values are not recommended for survey control.
 GX1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1321.See file dsdata.txt to determine how the superseded data were derived.
 GX1321
 GX1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB733274(NAD 83)
 GX1321_MARKER: R = RIVET
 GX1321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1321_SP_SET: BRIDGE
 GX1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1321
 GX1321  HISTORY     - Date     Condition        Report By
 GX1321  HISTORY     - UNK      MONUMENTED       NWRR
 GX1321  HISTORY     - 1935     GOOD             NGS
 GX1321
 GX1321                          STATION DESCRIPTION
 GX1321
 GX1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1321'0.6 MI E FROM NEMOURS.
 GX1321'0.6 MILE EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1321'STATION AT NEMOURS, MERCER COUNTY, 0.2 MILE WEST OF MILEPOST N
 GX1321'371, AT BRIDGE 845 OVER BLUESTONE RIVER, IN THE TOP OF THE NORTH
 GX1321'BACK WALL, 6.5 FEET WEST OF THE WEST RAIL, AND 0.5 FOOT BELOW
 GX1321'THE LEVEL OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2024 ***********************************************************************
 HX2024  DESIGNATION -  RV 33
 HX2024  PID         -  HX2024
 HX2024  STATE/COUNTY-  WV/KANAWHA
 HX2024  USGS QUAD   -  CHARLESTON WEST (1976)
 HX2024
 HX2024                         *CURRENT SURVEY CONTROL
 HX2024  ___________________________________________________________________
 HX2024* NAD 83(1986)-  38 22 22.     (N)    081 42 13.     (W)     SCALED    
 HX2024* NAVD 88     -       180.805  (meters)     593.19   (feet)  ADJUSTED  
 HX2024  ___________________________________________________________________
 HX2024  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HX2024  DYNAMIC HT  -         180.679 (meters)     592.78  (feet)  COMP
 HX2024  MODELED GRAV-     979,929.0   (mgal)                       NAVD 88
 HX2024
 HX2024  VERT ORDER  -  FIRST     CLASS II
 HX2024
 HX2024.The horizontal coordinates were scaled from a topographic map and have
 HX2024.an estimated accuracy of +/- 6 seconds.
 HX2024
 HX2024.The orthometric height was determined by differential leveling
 HX2024.and adjusted by the National Geodetic Survey in June 1991..
 HX2024
 HX2024.The geoid height was determined by GEOID03.
 HX2024
 HX2024.The dynamic height is computed by dividing the NAVD 88
 HX2024.geopotential number by the normal gravity value computed on the
 HX2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2024.degrees latitude (g = 980.6199 gals.).
 HX2024
 HX2024.The modeled gravity was interpolated from observed gravity values.
 HX2024
 HX2024;                    North         East    Units  Estimated Accuracy
 HX2024;SPC WV S     -   152,600.      538,520.      MT  (+/- 180 meters Scaled)
 HX2024
 HX2024                          SUPERSEDED SURVEY CONTROL
 HX2024
 HX2024  NGVD 29 (??/??/92)  181.008  (m)          593.86   (f) ADJ UNCH    1 2
 HX2024
 HX2024.Superseded values are not recommended for survey control.
 HX2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2024.See file dsdata.txt to determine how the superseded data were derived.
 HX2024
 HX2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC385474(NAD 83)
 HX2024_MARKER: R = RIVET
 HX2024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2024_SP_SET: ABUTMENT
 HX2024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2024
 HX2024  HISTORY     - Date     Condition        Report By
 HX2024  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2024  HISTORY     - 1933     GOOD             NGS
 HX2024
 HX2024                          STATION DESCRIPTION
 HX2024
 HX2024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX2024'1.5 MI W FROM WEST CHARLESTON.
 HX2024'ABOUT 1.5 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX2024'THE STATION AT WEST CHARLESTON, KANAWHA COUNTY, AT OVERHEAD
 HX2024'CROSSING 1218 OVER THE CHARLESTON INTERURBAN RAILWAY, IN THE
 HX2024'TOP OF THE SOUTH WING WALL OF THE SOUTHWEST ABUTMENT, ABOUT
 HX2024'4 YARDS SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 HX2024'1 YARD LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0875 ***********************************************************************
 JW0875  DESIGNATION -  RV 33
 JW0875  PID         -  JW0875
 JW0875  STATE/COUNTY-  WV/TUCKER
 JW0875  USGS QUAD   -  PARSONS (1995)
 JW0875
 JW0875                         *CURRENT SURVEY CONTROL
 JW0875  ___________________________________________________________________
 JW0875* NAD 83(1986)-  39 04 12.     (N)    079 41 52.     (W)     SCALED    
 JW0875* NAVD 88     -       516.278  (meters)    1693.82   (feet)  ADJUSTED  
 JW0875  ___________________________________________________________________
 JW0875  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 JW0875  DYNAMIC HT  -         515.924 (meters)    1692.66  (feet)  COMP
 JW0875  MODELED GRAV-     979,926.4   (mgal)                       NAVD 88
 JW0875
 JW0875  VERT ORDER  -  SECOND    CLASS 0
 JW0875
 JW0875.The horizontal coordinates were scaled from a topographic map and have
 JW0875.an estimated accuracy of +/- 6 seconds.
 JW0875
 JW0875.The orthometric height was determined by differential leveling
 JW0875.and adjusted by the National Geodetic Survey in June 1991..
 JW0875
 JW0875.The geoid height was determined by GEOID03.
 JW0875
 JW0875.The dynamic height is computed by dividing the NAVD 88
 JW0875.geopotential number by the normal gravity value computed on the
 JW0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0875.degrees latitude (g = 980.6199 gals.).
 JW0875
 JW0875.The modeled gravity was interpolated from observed gravity values.
 JW0875
 JW0875;                    North         East    Units  Estimated Accuracy
 JW0875;SPC WV N     -    63,300.      582,880.      MT  (+/- 180 meters Scaled)
 JW0875
 JW0875                          SUPERSEDED SURVEY CONTROL
 JW0875
 JW0875  NGVD 29 (??/??/92)  516.444  (m)         1694.37   (f) ADJ UNCH    2 0
 JW0875
 JW0875.Superseded values are not recommended for survey control.
 JW0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0875.See file dsdata.txt to determine how the superseded data were derived.
 JW0875
 JW0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD126253(NAD 83)
 JW0875_MARKER: R = RIVET
 JW0875_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0875_SP_SET: CULVERT
 JW0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0875
 JW0875  HISTORY     - Date     Condition        Report By
 JW0875  HISTORY     - UNK      MONUMENTED       WMRR
 JW0875  HISTORY     - 1935     GOOD             NGS
 JW0875
 JW0875                          STATION DESCRIPTION
 JW0875
 JW0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0875'2.3 MI SW FROM PARSONS.
 JW0875'2.3 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0875'STATION AT PARSONS, TUCKER COUNTY, 0.4 MILE EAST OF MILEPOST C
 JW0875'93, 60 FEET NORTHWEST OF THE PORTERWOOD POST OFFICE, AT THE
 JW0875'CROSSING OF A COUNTRY ROAD, 18 FEET EAST OF THE CENTERLINE OF THE
 JW0875'ROAD, 10 FEET NORTH OF THE CENTERLINE OF THE TRACK, 21 FEET SOUTH
 JW0875'OF THE CENTERLINE OF U.S. HIGHWAY 219, AT A CULVERT, IN THE TOP
 JW0875'OF THE SOUTHEAST CORNER OF THE SOUTH CONCRETE HEADWALL, AND 2 FEET
 JW0875'HIGHER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0877 ***********************************************************************
 JW0877  DESIGNATION -  RV 34
 JW0877  PID         -  JW0877
 JW0877  STATE/COUNTY-  WV/TUCKER
 JW0877  USGS QUAD   -  PARSONS (1995)
 JW0877
 JW0877                         *CURRENT SURVEY CONTROL
 JW0877  ___________________________________________________________________
 JW0877* NAD 83(1986)-  39 05 39.     (N)    079 44 30.     (W)     SCALED    
 JW0877* NAVD 88     -       586.965  (meters)    1925.73   (feet)  ADJUSTED  
 JW0877  ___________________________________________________________________
 JW0877  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JW0877  DYNAMIC HT  -         586.564 (meters)    1924.42  (feet)  COMP
 JW0877  MODELED GRAV-     979,926.4   (mgal)                       NAVD 88
 JW0877
 JW0877  VERT ORDER  -  SECOND    CLASS 0
 JW0877
 JW0877.The horizontal coordinates were scaled from a topographic map and have
 JW0877.an estimated accuracy of +/- 6 seconds.
 JW0877
 JW0877.The orthometric height was determined by differential leveling
 JW0877.and adjusted by the National Geodetic Survey in June 1991..
 JW0877
 JW0877.The geoid height was determined by GEOID03.
 JW0877
 JW0877.The dynamic height is computed by dividing the NAVD 88
 JW0877.geopotential number by the normal gravity value computed on the
 JW0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0877.degrees latitude (g = 980.6199 gals.).
 JW0877
 JW0877.The modeled gravity was interpolated from observed gravity values.
 JW0877
 JW0877;                    North         East    Units  Estimated Accuracy
 JW0877;SPC WV N     -    65,990.      579,090.      MT  (+/- 180 meters Scaled)
 JW0877
 JW0877                          SUPERSEDED SURVEY CONTROL
 JW0877
 JW0877  NGVD 29 (??/??/92)  587.130  (m)         1926.28   (f) ADJ UNCH    2 0
 JW0877
 JW0877.Superseded values are not recommended for survey control.
 JW0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0877.See file dsdata.txt to determine how the superseded data were derived.
 JW0877
 JW0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD088279(NAD 83)
 JW0877_MARKER: R = RIVET
 JW0877_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0877_SP_SET: OVERPASS
 JW0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0877
 JW0877  HISTORY     - Date     Condition        Report By
 JW0877  HISTORY     - UNK      MONUMENTED       WMRR
 JW0877  HISTORY     - 1935     GOOD             NGS
 JW0877
 JW0877                          STATION DESCRIPTION
 JW0877
 JW0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0877'4.7 MI NE FROM MONTROSE.
 JW0877'IN TUCKER COUNTY, 4.7 MILES NORTHEAST ALONG THE WESTERN MARYLAND
 JW0877'RAILWAY FROM THE STATION AT MONTROSE, RANDOLPH COUNTY, 0.2 MILE
 JW0877'EAST OF MILEPOST C 96, AT AN OVERPASS, IN THE TOP OF THE SOUTHEAST
 JW0877'CORNER OF THE EAST ABUTMENT, 9 FEET SOUTH OF THE CENTERLINE OF
 JW0877'THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD MONEL-METAL
 JW0877'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0881 ***********************************************************************
 JW0881  DESIGNATION -  RV 35
 JW0881  PID         -  JW0881
 JW0881  STATE/COUNTY-  WV/RANDOLPH
 JW0881  USGS QUAD   -  MONTROSE (1995)
 JW0881
 JW0881                         *CURRENT SURVEY CONTROL
 JW0881  ___________________________________________________________________
 JW0881* NAD 83(1986)-  39 02 24.     (N)    079 48 50.     (W)     SCALED    
 JW0881* NAVD 88     -       598.254  (meters)    1962.77   (feet)  ADJUSTED  
 JW0881  ___________________________________________________________________
 JW0881  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JW0881  DYNAMIC HT  -         597.836 (meters)    1961.40  (feet)  COMP
 JW0881  MODELED GRAV-     979,909.3   (mgal)                       NAVD 88
 JW0881
 JW0881  VERT ORDER  -  SECOND    CLASS 0
 JW0881
 JW0881.The horizontal coordinates were scaled from a topographic map and have
 JW0881.an estimated accuracy of +/- 6 seconds.
 JW0881
 JW0881.The orthometric height was determined by differential leveling
 JW0881.and adjusted by the National Geodetic Survey in June 1991..
 JW0881
 JW0881.The geoid height was determined by GEOID03.
 JW0881
 JW0881.The dynamic height is computed by dividing the NAVD 88
 JW0881.geopotential number by the normal gravity value computed on the
 JW0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0881.degrees latitude (g = 980.6199 gals.).
 JW0881
 JW0881.The modeled gravity was interpolated from observed gravity values.
 JW0881
 JW0881;                    North         East    Units  Estimated Accuracy
 JW0881;SPC WV S     -   227,090.      702,690.      MT  (+/- 180 meters Scaled)
 JW0881
 JW0881                          SUPERSEDED SURVEY CONTROL
 JW0881
 JW0881  NGVD 29 (??/??/92)  598.417  (m)         1963.31   (f) ADJ UNCH    2 0
 JW0881
 JW0881.Superseded values are not recommended for survey control.
 JW0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0881.See file dsdata.txt to determine how the superseded data were derived.
 JW0881
 JW0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD026218(NAD 83)
 JW0881_MARKER: R = RIVET
 JW0881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0881_SP_SET: BRIDGE
 JW0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0881
 JW0881  HISTORY     - Date     Condition        Report By
 JW0881  HISTORY     - UNK      MONUMENTED       WMRR
 JW0881  HISTORY     - 1935     GOOD             NGS
 JW0881
 JW0881                          STATION DESCRIPTION
 JW0881
 JW0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0881'2 MI N FROM KERENS.
 JW0881'2.0 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0881'STATION AT KERENS, RANDOLPH COUNTY, 0.3 MILE EAST OF MILEPOST
 JW0881'C 103, AT A BRIDGE, IN THE TOP OF THE NORTHWEST WINGWALL OF THE
 JW0881'WEST CONCRETE ABUTMENT, AND 7 FEET NORTH OF THE CENTERLINE OF THE
 JW0881'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2008 ***********************************************************************
 HW2008  DESIGNATION -  RV 37
 HW2008  PID         -  HW2008
 HW2008  STATE/COUNTY-  WV/RANDOLPH
 HW2008  USGS QUAD   -  ELKINS (1995)
 HW2008
 HW2008                         *CURRENT SURVEY CONTROL
 HW2008  ___________________________________________________________________
 HW2008* NAD 83(1986)-  38 59 17.     (N)    079 50 06.     (W)     SCALED    
 HW2008* NAVD 88     -       588.899  (meters)    1932.08   (feet)  ADJUSTED  
 HW2008  ___________________________________________________________________
 HW2008  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HW2008  DYNAMIC HT  -         588.482 (meters)    1930.71  (feet)  COMP
 HW2008  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 HW2008
 HW2008  VERT ORDER  -  SECOND    CLASS 0
 HW2008
 HW2008.The horizontal coordinates were scaled from a topographic map and have
 HW2008.an estimated accuracy of +/- 6 seconds.
 HW2008
 HW2008.The orthometric height was determined by differential leveling
 HW2008.and adjusted by the National Geodetic Survey in June 1991..
 HW2008
 HW2008.The geoid height was determined by GEOID03.
 HW2008
 HW2008.The dynamic height is computed by dividing the NAVD 88
 HW2008.geopotential number by the normal gravity value computed on the
 HW2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2008.degrees latitude (g = 980.6199 gals.).
 HW2008
 HW2008.The modeled gravity was interpolated from observed gravity values.
 HW2008
 HW2008;                    North         East    Units  Estimated Accuracy
 HW2008;SPC WV S     -   221,300.      700,940.      MT  (+/- 180 meters Scaled)
 HW2008
 HW2008                          SUPERSEDED SURVEY CONTROL
 HW2008
 HW2008  NGVD 29 (??/??/92)  589.066  (m)         1932.63   (f) ADJ UNCH    2 0
 HW2008
 HW2008.Superseded values are not recommended for survey control.
 HW2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2008.See file dsdata.txt to determine how the superseded data were derived.
 HW2008
 HW2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD008160(NAD 83)
 HW2008_MARKER: R = RIVET
 HW2008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2008_SP_SET: BRIDGE
 HW2008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2008
 HW2008  HISTORY     - Date     Condition        Report By
 HW2008  HISTORY     - UNK      MONUMENTED       WMRR
 HW2008  HISTORY     - 1935     GOOD             NGS
 HW2008  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2008  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2008
 HW2008                          STATION DESCRIPTION
 HW2008
 HW2008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW2008'2.1 MI S FROM KERENS.
 HW2008'2.1 MILES SOUTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW2008'STATION AT KERENS, RANDOLPH COUNTY, 0.1 MILE EAST OF MILEPOST
 HW2008'C 107, AT A BRIDGE, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 HW2008'SOUTH CONCRETE ABUTMENT, 7 FEET EAST OF THE CENTERLINE OF THE
 HW2008'TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD MONEL-METAL
 HW2008'RIVET.
 HW2008
 HW2008                          STATION RECOVERY (1983)
 HW2008
 HW2008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2008'MARK NOT FOUND.
 HW2008
 HW2008                          STATION RECOVERY (1983)
 HW2008
 HW2008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2304 ***********************************************************************
 HX2304  DESIGNATION -  RV 38
 HX2304  PID         -  HX2304
 HX2304  STATE/COUNTY-  WV/MASON
 HX2304  USGS QUAD   -  ROBERTSBURG (1987)
 HX2304
 HX2304                         *CURRENT SURVEY CONTROL
 HX2304  ___________________________________________________________________
 HX2304* NAD 83(1986)-  38 42 48.     (N)    081 56 54.     (W)     SCALED    
 HX2304* NAVD 88     -       175.743  (meters)     576.58   (feet)  ADJUSTED  
 HX2304  ___________________________________________________________________
 HX2304  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HX2304  DYNAMIC HT  -         175.628 (meters)     576.21  (feet)  COMP
 HX2304  MODELED GRAV-     979,971.4   (mgal)                       NAVD 88
 HX2304
 HX2304  VERT ORDER  -  FIRST     CLASS II
 HX2304
 HX2304.The horizontal coordinates were scaled from a topographic map and have
 HX2304.an estimated accuracy of +/- 6 seconds.
 HX2304
 HX2304.The orthometric height was determined by differential leveling
 HX2304.and adjusted by the National Geodetic Survey in June 1991..
 HX2304
 HX2304.The geoid height was determined by GEOID03.
 HX2304
 HX2304.The dynamic height is computed by dividing the NAVD 88
 HX2304.geopotential number by the normal gravity value computed on the
 HX2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2304.degrees latitude (g = 980.6199 gals.).
 HX2304
 HX2304.The modeled gravity was interpolated from observed gravity values.
 HX2304
 HX2304;                    North         East    Units  Estimated Accuracy
 HX2304;SPC WV S     -   190,590.      517,520.      MT  (+/- 180 meters Scaled)
 HX2304
 HX2304                          SUPERSEDED SURVEY CONTROL
 HX2304
 HX2304  NGVD 29 (??/??/92)  175.942  (m)          577.24   (f) ADJ UNCH    1 2
 HX2304
 HX2304.Superseded values are not recommended for survey control.
 HX2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2304.See file dsdata.txt to determine how the superseded data were derived.
 HX2304
 HX2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC175853(NAD 83)
 HX2304_MARKER: R = RIVET
 HX2304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2304_SP_SET: PLATFORM CURB
 HX2304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2304
 HX2304  HISTORY     - Date     Condition        Report By
 HX2304  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2304  HISTORY     - 1956     GOOD             NGS
 HX2304
 HX2304                          STATION DESCRIPTION
 HX2304
 HX2304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2304'AT ARBUCKLE.
 HX2304'AT ARBUCKLE, AT THE NEW YORK CENTRAL RAILROAD STATION, IN THE TOP
 HX2304'OF THE EAST CONCRET CURBING OF BRICK STATION PLATFORM, 15 FEET EAST
 HX2304'OF EAST RAIL OF MAIN TRACK, 62 FEET NORTH OF NORTHWEST CORNER OF
 HX2304'STATION, 11 FEET SOUTH OF NORTHEAST CORNER OF PLATFORM CURBING
 HX2304'AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2009 ***********************************************************************
 HW2009  DESIGNATION -  RV 38 WMRR
 HW2009  PID         -  HW2009
 HW2009  STATE/COUNTY-  WV/RANDOLPH
 HW2009  USGS QUAD   -  ELKINS (1995)
 HW2009
 HW2009                         *CURRENT SURVEY CONTROL
 HW2009  ___________________________________________________________________
 HW2009* NAD 83(1986)-  38 58 20.     (N)    079 50 24.     (W)     SCALED    
 HW2009* NAVD 88     -       587.469  (meters)    1927.39   (feet)  ADJUSTED  
 HW2009  ___________________________________________________________________
 HW2009  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HW2009  DYNAMIC HT  -         587.054 (meters)    1926.03  (feet)  COMP
 HW2009  MODELED GRAV-     979,901.9   (mgal)                       NAVD 88
 HW2009
 HW2009  VERT ORDER  -  SECOND    CLASS 0
 HW2009
 HW2009.The horizontal coordinates were scaled from a topographic map and have
 HW2009.an estimated accuracy of +/- 6 seconds.
 HW2009
 HW2009.The orthometric height was determined by differential leveling
 HW2009.and adjusted by the National Geodetic Survey in June 1991..
 HW2009
 HW2009.The geoid height was determined by GEOID03.
 HW2009
 HW2009.The dynamic height is computed by dividing the NAVD 88
 HW2009.geopotential number by the normal gravity value computed on the
 HW2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2009.degrees latitude (g = 980.6199 gals.).
 HW2009
 HW2009.The modeled gravity was interpolated from observed gravity values.
 HW2009
 HW2009;                    North         East    Units  Estimated Accuracy
 HW2009;SPC WV S     -   219,530.      700,530.      MT  (+/- 180 meters Scaled)
 HW2009
 HW2009                          SUPERSEDED SURVEY CONTROL
 HW2009
 HW2009  NGVD 29 (??/??/92)  587.640  (m)         1927.95   (f) ADJ UNCH    2 0
 HW2009
 HW2009.Superseded values are not recommended for survey control.
 HW2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2009.See file dsdata.txt to determine how the superseded data were derived.
 HW2009
 HW2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD004143(NAD 83)
 HW2009_MARKER: R = RIVET
 HW2009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW2009_SP_SET: CULVERT
 HW2009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW2009
 HW2009  HISTORY     - Date     Condition        Report By
 HW2009  HISTORY     - UNK      MONUMENTED       WMRR
 HW2009  HISTORY     - 1935     GOOD             NGS
 HW2009  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2009
 HW2009                          STATION DESCRIPTION
 HW2009
 HW2009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW2009'3.5 MI S FROM KERENS.
 HW2009'3.5 MILES SOUTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW2009'STATION AT KERENS, RANDOLPH COUNTY, 18 FEET SOUTHEAST OF A
 HW2009'SWITCH STAND, AT A CONCRETE HIGHWAY CULVERT, IN THE TOP OF THE
 HW2009'NORTH HEADWALL, 15 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 HW2009'219, 6 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 2 FEET
 HW2009'HIGHER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 HW2009
 HW2009                          STATION RECOVERY (1983)
 HW2009
 HW2009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2009'NOT RECOVERED, THE MARK IS CONSIDERED DESTROYED AS THE CULVERT HAS
 HW2009'BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2308 ***********************************************************************
 HX2308  DESIGNATION -  RV 39
 HX2308  PID         -  HX2308
 HX2308  STATE/COUNTY-  WV/MASON
 HX2308  USGS QUAD   -  MOUNT ALTO (1994)
 HX2308
 HX2308                         *CURRENT SURVEY CONTROL
 HX2308  ___________________________________________________________________
 HX2308* NAD 83(1986)-  38 45 02.     (N)    081 57 39.     (W)     SCALED    
 HX2308* NAVD 88     -       173.254  (meters)     568.42   (feet)  ADJUSTED  
 HX2308  ___________________________________________________________________
 HX2308  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HX2308  DYNAMIC HT  -         173.141 (meters)     568.05  (feet)  COMP
 HX2308  MODELED GRAV-     979,973.5   (mgal)                       NAVD 88
 HX2308
 HX2308  VERT ORDER  -  FIRST     CLASS II
 HX2308
 HX2308.The horizontal coordinates were scaled from a topographic map and have
 HX2308.an estimated accuracy of +/- 6 seconds.
 HX2308
 HX2308.The orthometric height was determined by differential leveling
 HX2308.and adjusted by the National Geodetic Survey in June 1991..
 HX2308
 HX2308.The geoid height was determined by GEOID03.
 HX2308
 HX2308.The dynamic height is computed by dividing the NAVD 88
 HX2308.geopotential number by the normal gravity value computed on the
 HX2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2308.degrees latitude (g = 980.6199 gals.).
 HX2308
 HX2308.The modeled gravity was interpolated from observed gravity values.
 HX2308
 HX2308;                    North         East    Units  Estimated Accuracy
 HX2308;SPC WV S     -   194,730.      516,480.      MT  (+/- 180 meters Scaled)
 HX2308
 HX2308                          SUPERSEDED SURVEY CONTROL
 HX2308
 HX2308  NGVD 29 (??/??/92)  173.452  (m)          569.07   (f) ADJ UNCH    1 2
 HX2308
 HX2308.Superseded values are not recommended for survey control.
 HX2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2308.See file dsdata.txt to determine how the superseded data were derived.
 HX2308
 HX2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC165895(NAD 83)
 HX2308_MARKER: R = RIVET
 HX2308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2308_SP_SET: BRIDGE SEAT
 HX2308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2308
 HX2308  HISTORY     - Date     Condition        Report By
 HX2308  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2308  HISTORY     - 1935     GOOD             NGS
 HX2308  HISTORY     - 1976     GOOD             NGS
 HX2308
 HX2308                          STATION DESCRIPTION
 HX2308
 HX2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2308'AT LEON.
 HX2308'AT LEON, 18 RAILS NORTHWEST OF THE NEW YORK CENTRAL RAILROAD
 HX2308'STATION, AT BRIDGE 807 OVER A DIRT ROAD, AT THE NORTHEAST END OF
 HX2308'THE NORTHWEST ABUTMENT, IN THE TOP OF THE BRIDGE SEAT, 4 YARDS
 HX2308'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER
 HX2308'THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 HX2308
 HX2308                          STATION RECOVERY (1976)
 HX2308
 HX2308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0967 ***********************************************************************
 JW0967  DESIGNATION -  RV 4
 JW0967  PID         -  JW0967
 JW0967  STATE/COUNTY-  WV/PRESTON
 JW0967  USGS QUAD   -  MASONTOWN (1976)
 JW0967
 JW0967                         *CURRENT SURVEY CONTROL
 JW0967  ___________________________________________________________________
 JW0967* NAD 83(1986)-  39 32 35.     (N)    079 48 41.     (W)     SCALED    
 JW0967* NAVD 88     -       515.916  (meters)    1692.63   (feet)  ADJUSTED  
 JW0967  ___________________________________________________________________
 JW0967  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JW0967  DYNAMIC HT  -         515.590 (meters)    1691.56  (feet)  COMP
 JW0967  MODELED GRAV-     979,977.5   (mgal)                       NAVD 88
 JW0967
 JW0967  VERT ORDER  -  SECOND    CLASS 0
 JW0967
 JW0967.The horizontal coordinates were scaled from a topographic map and have
 JW0967.an estimated accuracy of +/- 6 seconds.
 JW0967
 JW0967.The orthometric height was determined by differential leveling
 JW0967.and adjusted by the National Geodetic Survey in June 1991..
 JW0967
 JW0967.The geoid height was determined by GEOID03.
 JW0967
 JW0967.The dynamic height is computed by dividing the NAVD 88
 JW0967.geopotential number by the normal gravity value computed on the
 JW0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0967.degrees latitude (g = 980.6199 gals.).
 JW0967
 JW0967.The modeled gravity was interpolated from observed gravity values.
 JW0967
 JW0967;                    North         East    Units  Estimated Accuracy
 JW0967;SPC WV N     -   115,840.      573,240.      MT  (+/- 180 meters Scaled)
 JW0967
 JW0967                          SUPERSEDED SURVEY CONTROL
 JW0967
 JW0967  NGVD 29 (??/??/92)  516.13   (m)         1693.3    (f) COMPUTED    2 0
 JW0967
 JW0967.Superseded values are not recommended for survey control.
 JW0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0967.See file dsdata.txt to determine how the superseded data were derived.
 JW0967
 JW0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD021777(NAD 83)
 JW0967_MARKER: R = RIVET
 JW0967_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0967_SP_SET: BRIDGE
 JW0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0967
 JW0967  HISTORY     - Date     Condition        Report By
 JW0967  HISTORY     - UNK      MONUMENTED       BORR
 JW0967  HISTORY     - 1935     GOOD             NGS
 JW0967
 JW0967                          STATION DESCRIPTION
 JW0967
 JW0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0967'1.6 MI SE FROM MASONTOWN.
 JW0967'1.6 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0967'STATION AT MASONTOWN, PRESTON COUNTY, 3 POLES NORTHEAST OF MILEPOST
 JW0967'15, AT A BRIDGE, AND IN THE TOP OF THE NORTHEAST WING WALL OF THE
 JW0967'NORTH ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0851 ***********************************************************************
 JW0851  DESIGNATION -  RV 4
 JW0851  PID         -  JW0851
 JW0851  STATE/COUNTY-  WV/BARBOUR
 JW0851  USGS QUAD   -  NESTORVILLE (1976)
 JW0851
 JW0851                         *CURRENT SURVEY CONTROL
 JW0851  ___________________________________________________________________
 JW0851* NAD 83(1986)-  39 12 44.     (N)    079 58 51.     (W)     SCALED    
 JW0851* NAVD 88     -       377.745  (meters)    1239.32   (feet)  ADJUSTED  
 JW0851  ___________________________________________________________________
 JW0851  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JW0851  DYNAMIC HT  -         377.498 (meters)    1238.51  (feet)  COMP
 JW0851  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 JW0851
 JW0851  VERT ORDER  -  FIRST     CLASS II
 JW0851
 JW0851.The horizontal coordinates were scaled from a topographic map and have
 JW0851.an estimated accuracy of +/- 6 seconds.
 JW0851
 JW0851.The orthometric height was determined by differential leveling
 JW0851.and adjusted by the National Geodetic Survey in June 1991..
 JW0851
 JW0851.The geoid height was determined by GEOID03.
 JW0851
 JW0851.The dynamic height is computed by dividing the NAVD 88
 JW0851.geopotential number by the normal gravity value computed on the
 JW0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0851.degrees latitude (g = 980.6199 gals.).
 JW0851
 JW0851.The modeled gravity was interpolated from observed gravity values.
 JW0851
 JW0851;                    North         East    Units  Estimated Accuracy
 JW0851;SPC WV N     -    79,180.      558,470.      MT  (+/- 180 meters Scaled)
 JW0851
 JW0851                          SUPERSEDED SURVEY CONTROL
 JW0851
 JW0851  NGVD 29 (??/??/92)  377.930  (m)         1239.93   (f) ADJ UNCH    1 2
 JW0851
 JW0851.Superseded values are not recommended for survey control.
 JW0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0851.See file dsdata.txt to determine how the superseded data were derived.
 JW0851
 JW0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND879408(NAD 83)
 JW0851_MARKER: R = RIVET
 JW0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0851_SP_SET: BRIDGE
 JW0851_STAMPING: RV 4
 JW0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0851
 JW0851  HISTORY     - Date     Condition        Report By
 JW0851  HISTORY     - UNK      MONUMENTED       BORR
 JW0851  HISTORY     - 1933     GOOD             NGS
 JW0851
 JW0851                          STATION DESCRIPTION
 JW0851
 JW0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JW0851'1.2 MI E FROM ARDEN.
 JW0851'1.2 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0851'STATION AT ARDEN, BARBOUR COUNTY, ABOUT 0.6 MILE NORTH OF MILEPOST
 JW0851'G 16, AT BRIDGE 16 A OVER FROST RUN, IN THE TOP OF THE NORTHEAST
 JW0851'BRIDGE SEAT, ABOUT 4 YARDS NORTH OF THE TRACK, AND 3 1/2 FEET
 JW0851'LOWER THAN THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0848 ***********************************************************************
 KY0848  DESIGNATION -  RV 4
 KY0848  PID         -  KY0848
 KY0848  STATE/COUNTY-  WV/OHIO
 KY0848  USGS QUAD   -  WHEELING (1994)
 KY0848
 KY0848                         *CURRENT SURVEY CONTROL
 KY0848  ___________________________________________________________________
 KY0848* NAD 83(1986)-  40 03 09.     (N)    080 40 40.     (W)     SCALED    
 KY0848* NAVD 88     -       205.971  (meters)     675.76   (feet)  ADJUSTED  
 KY0848  ___________________________________________________________________
 KY0848  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KY0848  DYNAMIC HT  -         205.857 (meters)     675.38  (feet)  COMP
 KY0848  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 KY0848
 KY0848  VERT ORDER  -  SECOND    CLASS 0
 KY0848
 KY0848.The horizontal coordinates were scaled from a topographic map and have
 KY0848.an estimated accuracy of +/- 6 seconds.
 KY0848
 KY0848.The orthometric height was determined by differential leveling
 KY0848.and adjusted by the National Geodetic Survey in June 1991..
 KY0848
 KY0848.The geoid height was determined by GEOID03.
 KY0848
 KY0848.The dynamic height is computed by dividing the NAVD 88
 KY0848.geopotential number by the normal gravity value computed on the
 KY0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0848.degrees latitude (g = 980.6199 gals.).
 KY0848
 KY0848.The modeled gravity was interpolated from observed gravity values.
 KY0848
 KY0848;                    North         East    Units  Estimated Accuracy
 KY0848;SPC WV N     -   173,020.      499,510.      MT  (+/- 180 meters Scaled)
 KY0848
 KY0848                          SUPERSEDED SURVEY CONTROL
 KY0848
 KY0848  NGVD 29 (??/??/92)  206.123  (m)          676.26   (f) ADJ UNCH    2 0
 KY0848
 KY0848.Superseded values are not recommended for survey control.
 KY0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0848.See file dsdata.txt to determine how the superseded data were derived.
 KY0848
 KY0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE274336(NAD 83)
 KY0848_MARKER: R = RIVET
 KY0848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0848_SP_SET: BRIDGE
 KY0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0848
 KY0848  HISTORY     - Date     Condition        Report By
 KY0848  HISTORY     - UNK      MONUMENTED       BORR
 KY0848  HISTORY     - 1957     GOOD             NGS
 KY0848
 KY0848                          STATION DESCRIPTION
 KY0848
 KY0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0848'1.2 MI SW FROM ELM GROVE.
 KY0848'1.2 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0848'THE STATION AT ELM GROVE, OHIO COUNTY, NEAR POLE 63+35, AT CONCRETE
 KY0848'BRIDGE 186, IN THE TOP OF THE NORTH HEADWALL, AND 7 FEET NORTH OF
 KY0848'THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0738 ***********************************************************************
 JW0738  DESIGNATION -  RV 4
 JW0738  PID         -  JW0738
 JW0738  STATE/COUNTY-  WV/MINERAL
 JW0738  USGS QUAD   -  WESTERNPORT (1981)
 JW0738
 JW0738                         *CURRENT SURVEY CONTROL
 JW0738  ___________________________________________________________________
 JW0738* NAD 83(1986)-  39 26 49.     (N)    079 06 22.     (W)     SCALED    
 JW0738* NAVD 88     -       353.952  (meters)    1161.26   (feet)  ADJUSTED  
 JW0738  ___________________________________________________________________
 JW0738  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JW0738  DYNAMIC HT  -         353.711 (meters)    1160.47  (feet)  COMP
 JW0738  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 JW0738
 JW0738  VERT ORDER  -  SECOND    CLASS 0
 JW0738
 JW0738.The horizontal coordinates were scaled from a topographic map and have
 JW0738.an estimated accuracy of +/- 6 seconds.
 JW0738
 JW0738.The orthometric height was determined by differential leveling
 JW0738.and adjusted by the National Geodetic Survey in June 1991..
 JW0738
 JW0738.The geoid height was determined by GEOID03.
 JW0738
 JW0738.The dynamic height is computed by dividing the NAVD 88
 JW0738.geopotential number by the normal gravity value computed on the
 JW0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0738.degrees latitude (g = 980.6199 gals.).
 JW0738
 JW0738.The modeled gravity was interpolated from observed gravity values.
 JW0738
 JW0738;                    North         East    Units  Estimated Accuracy
 JW0738;SPC WV N     -   105,200.      633,900.      MT  (+/- 180 meters Scaled)
 JW0738
 JW0738                          SUPERSEDED SURVEY CONTROL
 JW0738
 JW0738  NGVD 29 (??/??/92)  354.117  (m)         1161.80   (f) ADJ UNCH    2 0
 JW0738
 JW0738.Superseded values are not recommended for survey control.
 JW0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0738.See file dsdata.txt to determine how the superseded data were derived.
 JW0738
 JW0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD629680(NAD 83)
 JW0738_MARKER: R = RIVET
 JW0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0738_SP_SET: CULVERT
 JW0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0738
 JW0738  HISTORY     - Date     Condition        Report By
 JW0738  HISTORY     - UNK      MONUMENTED       WMRR
 JW0738  HISTORY     - 1935     GOOD             NGS
 JW0738
 JW0738                          STATION DESCRIPTION
 JW0738
 JW0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0738'0.6 MI N FROM BARNUM.
 JW0738'0.6 MILE NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE STATION
 JW0738'AT BARNUM, MINERAL COUNTY, 0.2 MILE SOUTHWEST OF MILEPOST C 34, AT
 JW0738'A CONCRETE CULVERT, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 JW0738'EAST HEADWALL, AND 12 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JW0738'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2311 ***********************************************************************
 HX2311  DESIGNATION -  RV 40
 HX2311  PID         -  HX2311
 HX2311  STATE/COUNTY-  WV/MASON
 HX2311  USGS QUAD   -  MOUNT ALTO (1994)
 HX2311
 HX2311                         *CURRENT SURVEY CONTROL
 HX2311  ___________________________________________________________________
 HX2311* NAD 83(1986)-  38 46 31.     (N)    081 59 14.     (W)     SCALED    
 HX2311* NAVD 88     -       172.539  (meters)     566.07   (feet)  ADJUSTED  
 HX2311  ___________________________________________________________________
 HX2311  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HX2311  DYNAMIC HT  -         172.427 (meters)     565.70  (feet)  COMP
 HX2311  MODELED GRAV-     979,977.4   (mgal)                       NAVD 88
 HX2311
 HX2311  VERT ORDER  -  FIRST     CLASS II
 HX2311
 HX2311.The horizontal coordinates were scaled from a topographic map and have
 HX2311.an estimated accuracy of +/- 6 seconds.
 HX2311
 HX2311.The orthometric height was determined by differential leveling
 HX2311.and adjusted by the National Geodetic Survey in June 1991..
 HX2311
 HX2311.The geoid height was determined by GEOID03.
 HX2311
 HX2311.The dynamic height is computed by dividing the NAVD 88
 HX2311.geopotential number by the normal gravity value computed on the
 HX2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2311.degrees latitude (g = 980.6199 gals.).
 HX2311
 HX2311.The modeled gravity was interpolated from observed gravity values.
 HX2311
 HX2311;                    North         East    Units  Estimated Accuracy
 HX2311;SPC WV S     -   197,500.      514,210.      MT  (+/- 180 meters Scaled)
 HX2311
 HX2311                          SUPERSEDED SURVEY CONTROL
 HX2311
 HX2311  NGVD 29 (??/??/92)  172.736  (m)          566.72   (f) ADJ UNCH    1 2
 HX2311
 HX2311.Superseded values are not recommended for survey control.
 HX2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2311.See file dsdata.txt to determine how the superseded data were derived.
 HX2311
 HX2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC142923(NAD 83)
 HX2311_MARKER: R = RIVET
 HX2311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2311_SP_SET: BRIDGE WALL
 HX2311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2311
 HX2311  HISTORY     - Date     Condition        Report By
 HX2311  HISTORY     - UNK      MONUMENTED       NYCRR
 HX2311  HISTORY     - 1935     GOOD             NGS
 HX2311
 HX2311                          STATION DESCRIPTION
 HX2311
 HX2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2311'0.6 MI SE FROM BEECH HILL.
 HX2311'0.6 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM BEECH
 HX2311'HILL, AT BRIDGE 785 OVER TEN MILE CREEK, IN THE TOP OF THE
 HX2311'NORTHEAST END OF THE NORTHWEST BACK WALL, 2-1/2 YARDS NORTHEAST
 HX2311'OF THE CENTERLINE OF THE TRACK, AND ABOUT 6 INCHES LOWER THAN THE
 HX2311'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0291 ***********************************************************************
 HY0291  DESIGNATION -  RV 41
 HY0291  PID         -  HY0291
 HY0291  STATE/COUNTY-  WV/MASON
 HY0291  USGS QUAD   -  BEECH HILL (1975)
 HY0291
 HY0291                         *CURRENT SURVEY CONTROL
 HY0291  ___________________________________________________________________
 HY0291* NAD 83(1986)-  38 47 07.     (N)    082 00 48.     (W)     SCALED    
 HY0291* NAVD 88     -       172.571  (meters)     566.18   (feet)  ADJUSTED  
 HY0291  ___________________________________________________________________
 HY0291  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HY0291  DYNAMIC HT  -         172.460 (meters)     565.81  (feet)  COMP
 HY0291  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 HY0291
 HY0291  VERT ORDER  -  FIRST     CLASS II
 HY0291
 HY0291.The horizontal coordinates were scaled from a topographic map and have
 HY0291.an estimated accuracy of +/- 6 seconds.
 HY0291
 HY0291.The orthometric height was determined by differential leveling
 HY0291.and adjusted by the National Geodetic Survey in June 1991..
 HY0291
 HY0291.The geoid height was determined by GEOID03.
 HY0291
 HY0291.The dynamic height is computed by dividing the NAVD 88
 HY0291.geopotential number by the normal gravity value computed on the
 HY0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0291.degrees latitude (g = 980.6199 gals.).
 HY0291
 HY0291.The modeled gravity was interpolated from observed gravity values.
 HY0291
 HY0291;                    North         East    Units  Estimated Accuracy
 HY0291;SPC WV S     -   198,630.      511,960.      MT  (+/- 180 meters Scaled)
 HY0291
 HY0291                          SUPERSEDED SURVEY CONTROL
 HY0291
 HY0291  NGVD 29 (??/??/92)  172.767  (m)          566.82   (f) ADJ UNCH    1 2
 HY0291
 HY0291.Superseded values are not recommended for survey control.
 HY0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0291.See file dsdata.txt to determine how the superseded data were derived.
 HY0291
 HY0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC119934(NAD 83)
 HY0291_MARKER: R = RIVET
 HY0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0291_SP_SET: RETAINING WALL
 HY0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0291
 HY0291  HISTORY     - Date     Condition        Report By
 HY0291  HISTORY     - UNK      MONUMENTED       NYCRR
 HY0291  HISTORY     - 1956     GOOD             NGS
 HY0291
 HY0291                          STATION DESCRIPTION
 HY0291
 HY0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0291'1.6 MI SE FROM BRIGHTON.
 HY0291'1.6 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HY0291'FROM METHODIST CHURCH AND CEMETERY AT BRIGHTON, ABOUT 0.15
 HY0291'MILE NORTHWEST OF MILE POST COR 77, IN THE TOP OF A CONCRETE
 HY0291'RETAINING WALL, 6 FEET NORTHEAST OF NORTHEAST RAIL, 44 FEET
 HY0291'NORTH-NORTHWEST OF CENTER OF CROSSING OF A PRIVATE ROAD, 43 FEET
 HY0291'NORTHWEST OF CENTER LINE OF PRIVATE ROAD, 33 FEET WEST-SOUTHWEST
 HY0291'OF NORTHWEST END OF SOUTHWEST HEAD WALL OF AN 8-FOOT CONCRTE BOX
 HY0291'CULVERT UNDER U.S. HIGHWAY 35, 2 FEET SOUTHEAST OF NORTHWEST END OF
 HY0291'RETAINING WALL AND ABOUT 3/4 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0299 ***********************************************************************
 HY0299  DESIGNATION -  RV 43
 HY0299  PID         -  HY0299
 HY0299  STATE/COUNTY-  WV/MASON
 HY0299  USGS QUAD   -  BEECH HILL (1975)
 HY0299
 HY0299                         *CURRENT SURVEY CONTROL
 HY0299  ___________________________________________________________________
 HY0299* NAD 83(1986)-  38 49 02.     (N)    082 05 37.     (W)     SCALED    
 HY0299* NAVD 88     -       171.850  (meters)     563.81   (feet)  ADJUSTED  
 HY0299  ___________________________________________________________________
 HY0299  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HY0299  DYNAMIC HT  -         171.741 (meters)     563.45  (feet)  COMP
 HY0299  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 HY0299
 HY0299  VERT ORDER  -  FIRST     CLASS II
 HY0299
 HY0299.The horizontal coordinates were scaled from a topographic map and have
 HY0299.an estimated accuracy of +/- 6 seconds.
 HY0299
 HY0299.The orthometric height was determined by differential leveling
 HY0299.and adjusted by the National Geodetic Survey in June 1991..
 HY0299
 HY0299.The geoid height was determined by GEOID03.
 HY0299
 HY0299.The dynamic height is computed by dividing the NAVD 88
 HY0299.geopotential number by the normal gravity value computed on the
 HY0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0299.degrees latitude (g = 980.6199 gals.).
 HY0299
 HY0299.The modeled gravity was interpolated from observed gravity values.
 HY0299
 HY0299;                    North         East    Units  Estimated Accuracy
 HY0299;SPC WV S     -   202,260.      505,030.      MT  (+/- 180 meters Scaled)
 HY0299
 HY0299                          SUPERSEDED SURVEY CONTROL
 HY0299
 HY0299  NGVD 29 (??/??/92)  172.05   (m)          564.5    (f) COMPUTED    1 2
 HY0299
 HY0299.Superseded values are not recommended for survey control.
 HY0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0299.See file dsdata.txt to determine how the superseded data were derived.
 HY0299
 HY0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC050970(NAD 83)
 HY0299_MARKER: R = RIVET
 HY0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0299_SP_SET: BRIDGE
 HY0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0299
 HY0299  HISTORY     - Date     Condition        Report By
 HY0299  HISTORY     - UNK      MONUMENTED       NYCRR
 HY0299  HISTORY     - 1956     MARK NOT FOUND   NGS
 HY0299
 HY0299                          STATION DESCRIPTION
 HY0299
 HY0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0299'2.8 MI SE FROM POINT PLEASANT.
 HY0299'2.8 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HY0299'FROM POINT PLEASANT, MASON COUNTY, 8-1/2 RAILS NORTHWEST OF
 HY0299'MILEPOST COR 72, AT BRIDGE 719 OVER THREE MILE CREEK, IN THE
 HY0299'TOP OF THE NORTHEAST END OF THE NORTH BACK WALL, 3 YARDS
 HY0299'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND ABOUT ONE FOOT
 HY0299'LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 HY0299'NOTE-- PROBABLY COVERED BY RAILROAD TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0300 ***********************************************************************
 HY0300  DESIGNATION -  RV 45
 HY0300  PID         -  HY0300
 HY0300  STATE/COUNTY-  WV/MASON
 HY0300  USGS QUAD   -  BEECH HILL (1975)
 HY0300
 HY0300                         *CURRENT SURVEY CONTROL
 HY0300  ___________________________________________________________________
 HY0300* NAD 83(1986)-  38 49 38.     (N)    082 06 23.     (W)     SCALED    
 HY0300* NAVD 88     -       175.404  (meters)     575.47   (feet)  ADJUSTED  
 HY0300  ___________________________________________________________________
 HY0300  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HY0300  DYNAMIC HT  -         175.293 (meters)     575.11  (feet)  COMP
 HY0300  MODELED GRAV-     979,988.9   (mgal)                       NAVD 88
 HY0300
 HY0300  VERT ORDER  -  FIRST     CLASS II
 HY0300
 HY0300.The horizontal coordinates were scaled from a topographic map and have
 HY0300.an estimated accuracy of +/- 6 seconds.
 HY0300
 HY0300.The orthometric height was determined by differential leveling
 HY0300.and adjusted by the National Geodetic Survey in June 1991..
 HY0300
 HY0300.The geoid height was determined by GEOID03.
 HY0300
 HY0300.The dynamic height is computed by dividing the NAVD 88
 HY0300.geopotential number by the normal gravity value computed on the
 HY0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0300.degrees latitude (g = 980.6199 gals.).
 HY0300
 HY0300.The modeled gravity was interpolated from observed gravity values.
 HY0300
 HY0300;                    North         East    Units  Estimated Accuracy
 HY0300;SPC WV S     -   203,380.      503,930.      MT  (+/- 180 meters Scaled)
 HY0300
 HY0300                          SUPERSEDED SURVEY CONTROL
 HY0300
 HY0300  NGVD 29 (??/??/92)  175.600  (m)          576.11   (f) ADJ UNCH    1 2
 HY0300
 HY0300.Superseded values are not recommended for survey control.
 HY0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0300.See file dsdata.txt to determine how the superseded data were derived.
 HY0300
 HY0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC039981(NAD 83)
 HY0300_MARKER: R = RIVET
 HY0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0300_SP_SET: BRIDGE PARAPET
 HY0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0300
 HY0300  HISTORY     - Date     Condition        Report By
 HY0300  HISTORY     - UNK      MONUMENTED       NYCRR
 HY0300  HISTORY     - 1935     GOOD             NGS
 HY0300
 HY0300                          STATION DESCRIPTION
 HY0300
 HY0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0300'1.8 MI SE FROM POINT PLEASANT.
 HY0300'1.8 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HY0300'FROM POINT PLEASANT, MASON COUNTY, 4-1/2 RAILS NORTHEAST OF
 HY0300'MILEPOST COR 71, ON BRIDGE 710 OVER A DIRT ROAD, IN THE TOP
 HY0300'OF THE NORTHWEST END OF THE PARAPET WALL, 4 YARDS NORTHEAST OF THE
 HY0300'CENTERLINE OF THE TRACK, AND ABOUT 2-1/2 FEET LOWER THAN THE
 HY0300'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0302 ***********************************************************************
 HY0302  DESIGNATION -  RV 46
 HY0302  PID         -  HY0302
 HY0302  STATE/COUNTY-  WV/MASON
 HY0302  USGS QUAD   -  BEECH HILL (1975)
 HY0302
 HY0302                         *CURRENT SURVEY CONTROL
 HY0302  ___________________________________________________________________
 HY0302* NAD 83(1986)-  38 50 14.     (N)    082 07 09.     (W)     SCALED    
 HY0302* NAVD 88     -       180.197  (meters)     591.20   (feet)  ADJUSTED  
 HY0302  ___________________________________________________________________
 HY0302  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HY0302  DYNAMIC HT  -         180.083 (meters)     590.82  (feet)  COMP
 HY0302  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 HY0302
 HY0302  VERT ORDER  -  FIRST     CLASS II
 HY0302
 HY0302.The horizontal coordinates were scaled from a topographic map and have
 HY0302.an estimated accuracy of +/- 6 seconds.
 HY0302
 HY0302.The orthometric height was determined by differential leveling
 HY0302.and adjusted by the National Geodetic Survey in June 1991..
 HY0302
 HY0302.The geoid height was determined by GEOID03.
 HY0302
 HY0302.The dynamic height is computed by dividing the NAVD 88
 HY0302.geopotential number by the normal gravity value computed on the
 HY0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0302.degrees latitude (g = 980.6199 gals.).
 HY0302
 HY0302.The modeled gravity was interpolated from observed gravity values.
 HY0302
 HY0302;                    North         East    Units  Estimated Accuracy
 HY0302;SPC WV S     -   204,510.      502,830.      MT  (+/- 180 meters Scaled)
 HY0302
 HY0302                          SUPERSEDED SURVEY CONTROL
 HY0302
 HY0302  NGVD 29 (??/??/92)  180.393  (m)          591.84   (f) ADJ UNCH    1 2
 HY0302
 HY0302.Superseded values are not recommended for survey control.
 HY0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0302.See file dsdata.txt to determine how the superseded data were derived.
 HY0302
 HY0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC028993(NAD 83)
 HY0302_MARKER: R = RIVET
 HY0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0302_SP_SET: BRIDGE PARAPET
 HY0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0302
 HY0302  HISTORY     - Date     Condition        Report By
 HY0302  HISTORY     - UNK      MONUMENTED       NYCRR
 HY0302  HISTORY     - 1935     GOOD             NGS
 HY0302
 HY0302                          STATION DESCRIPTION
 HY0302
 HY0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0302'0.8 MI SE FROM POINT PLEASANT.
 HY0302'0.8 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HY0302'THE STATION PLATFORM AT POINT PLEASANT, MASON COUNTY, 4 RAILS
 HY0302'SOUTHEAST OF MILEPOST COR 70, AT CONCRETE BRIDGE 700 OVER STATE
 HY0302'HIGHWAY 5, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 HY0302'PARAPET WALL, AND ABOUT 3-1/2 YARDS NORTHEAST OF THE CENTERLINE
 HY0302'OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0304 ***********************************************************************
 HY0304  DESIGNATION -  RV 47
 HY0304  PID         -  HY0304
 HY0304  STATE/COUNTY-  WV/MASON
 HY0304  USGS QUAD   -  GALLIPOLIS (1983)
 HY0304
 HY0304                         *CURRENT SURVEY CONTROL
 HY0304  ___________________________________________________________________
 HY0304* NAD 83(1986)-  38 50 38.     (N)    082 07 59.     (W)     SCALED    
 HY0304* NAVD 88     -       183.847  (meters)     603.17   (feet)  ADJUSTED  
 HY0304  ___________________________________________________________________
 HY0304  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HY0304  DYNAMIC HT  -         183.730 (meters)     602.79  (feet)  COMP
 HY0304  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 HY0304
 HY0304  VERT ORDER  -  FIRST     CLASS II
 HY0304
 HY0304.The horizontal coordinates were scaled from a topographic map and have
 HY0304.an estimated accuracy of +/- 6 seconds.
 HY0304
 HY0304.The orthometric height was determined by differential leveling
 HY0304.and adjusted by the National Geodetic Survey in June 1991..
 HY0304
 HY0304.The geoid height was determined by GEOID03.
 HY0304
 HY0304.The dynamic height is computed by dividing the NAVD 88
 HY0304.geopotential number by the normal gravity value computed on the
 HY0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0304.degrees latitude (g = 980.6199 gals.).
 HY0304
 HY0304.The modeled gravity was interpolated from observed gravity values.
 HY0304
 HY0304;                    North         East    Units  Estimated Accuracy
 HY0304;SPC WV S     -   205,260.      501,640.      MT  (+/- 180 meters Scaled)
 HY0304
 HY0304                          SUPERSEDED SURVEY CONTROL
 HY0304
 HY0304  NGVD 29 (??/??/92)  184.042  (m)          603.81   (f) ADJ UNCH    1 2
 HY0304
 HY0304.Superseded values are not recommended for survey control.
 HY0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0304.See file dsdata.txt to determine how the superseded data were derived.
 HY0304
 HY0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD016000(NAD 83)
 HY0304_MARKER: R = RIVET
 HY0304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0304_SP_SET: BRIDGE PARAPET
 HY0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0304
 HY0304  HISTORY     - Date     Condition        Report By
 HY0304  HISTORY     - UNK      MONUMENTED       USGS
 HY0304  HISTORY     - 1935     GOOD             NGS
 HY0304
 HY0304                          STATION DESCRIPTION
 HY0304
 HY0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0304'AT POINT PLEASANT.
 HY0304'AT POINT PLEASANT, MASON COUNTY, ABOUT 330 YARDS NORTHWEST OF
 HY0304'THE NORTHWEST END OF THE NEW YORK CENTRAL RAILROAD STATION
 HY0304'PLATFORM, ABOUT 4-1/2 RAILS SOUTHEAST OF BRIDGE 683, AT
 HY0304'CONCRETE BRIDGE 687 OVER A GRAVEL ROAD, IN THE TOP OF THE
 HY0304'NORTHWEST END OF THE NORTHEAST PARAPET WALL, AND ABOUT 3-1/2
 HY0304'YARDS NORTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 HY0304'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1915 ***********************************************************************
 HX1915  DESIGNATION -  RV 48
 HX1915  PID         -  HX1915
 HX1915  STATE/COUNTY-  WV/KANAWHA
 HX1915  USGS QUAD   -  BLUE CREEK (1995)
 HX1915
 HX1915                         *CURRENT SURVEY CONTROL
 HX1915  ___________________________________________________________________
 HX1915* NAD 83(1986)-  38 27 57.     (N)    081 24 03.     (W)     SCALED    
 HX1915* NAVD 88     -       188.505  (meters)     618.45   (feet)  ADJUSTED  
 HX1915  ___________________________________________________________________
 HX1915  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HX1915  DYNAMIC HT  -         188.375 (meters)     618.03  (feet)  COMP
 HX1915  MODELED GRAV-     979,933.9   (mgal)                       NAVD 88
 HX1915
 HX1915  VERT ORDER  -  SECOND    CLASS 0
 HX1915
 HX1915.The horizontal coordinates were scaled from a topographic map and have
 HX1915.an estimated accuracy of +/- 6 seconds.
 HX1915
 HX1915.The orthometric height was determined by differential leveling
 HX1915.and adjusted by the National Geodetic Survey in June 1991..
 HX1915
 HX1915.The geoid height was determined by GEOID03.
 HX1915
 HX1915.The dynamic height is computed by dividing the NAVD 88
 HX1915.geopotential number by the normal gravity value computed on the
 HX1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1915.degrees latitude (g = 980.6199 gals.).
 HX1915
 HX1915.The modeled gravity was interpolated from observed gravity values.
 HX1915
 HX1915;                    North         East    Units  Estimated Accuracy
 HX1915;SPC WV S     -   162,770.      565,020.      MT  (+/- 180 meters Scaled)
 HX1915
 HX1915                          SUPERSEDED SURVEY CONTROL
 HX1915
 HX1915  NGVD 29 (??/??/92)  188.690  (m)          619.06   (f) ADJ UNCH    2 0
 HX1915
 HX1915.Superseded values are not recommended for survey control.
 HX1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1915.See file dsdata.txt to determine how the superseded data were derived.
 HX1915
 HX1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC650575(NAD 83)
 HX1915_MARKER: R = RIVET
 HX1915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1915_SP_SET: ABUTMENT
 HX1915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1915
 HX1915  HISTORY     - Date     Condition        Report By
 HX1915  HISTORY     - UNK      MONUMENTED       BORR
 HX1915  HISTORY     - 1956     GOOD             NGS
 HX1915
 HX1915                          STATION DESCRIPTION
 HX1915
 HX1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1915'AT FALLING ROCK.
 HX1915'AT FALLING ROCK, ABOUT 0.1 MILE NORTHEAST ALONG THE BALTIMORE
 HX1915'AND OHIO RAILROAD FROM THE STATION, A MONEL METAL RIVET IN THE
 HX1915'TOP OF THE NORTHWEST END OF THE BACK WALL OF SOUTHWEST STONE
 HX1915'MASONRY ABUTMENT OF STEEL PLATE BRIDGE OVER FALLING ROCK CREEK,
 HX1915'12.6 FEET NORTHWEST OF NORTHWEST RAIL, 33 YARDS SOUTHWEST OF
 HX1915'TELEPHONE POLE NO. 96/30 AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2066 ***********************************************************************
 HX2066  DESIGNATION -  RV 49
 HX2066  PID         -  HX2066
 HX2066  STATE/COUNTY-  WV/KANAWHA
 HX2066  USGS QUAD   -  BIG CHIMNEY (1976)
 HX2066
 HX2066                         *CURRENT SURVEY CONTROL
 HX2066  ___________________________________________________________________
 HX2066* NAD 83(1986)-  38 23 46.     (N)    081 33 18.     (W)     SCALED    
 HX2066* NAVD 88     -       182.739  (meters)     599.54   (feet)  ADJUSTED  
 HX2066  ___________________________________________________________________
 HX2066  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HX2066  DYNAMIC HT  -         182.610 (meters)     599.11  (feet)  COMP
 HX2066  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 HX2066
 HX2066  VERT ORDER  -  SECOND    CLASS 0
 HX2066
 HX2066.The horizontal coordinates were scaled from a topographic map and have
 HX2066.an estimated accuracy of +/- 6 seconds.
 HX2066
 HX2066.The orthometric height was determined by differential leveling
 HX2066.and adjusted by the National Geodetic Survey in June 1991..
 HX2066
 HX2066.The geoid height was determined by GEOID03.
 HX2066
 HX2066.The dynamic height is computed by dividing the NAVD 88
 HX2066.geopotential number by the normal gravity value computed on the
 HX2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2066.degrees latitude (g = 980.6199 gals.).
 HX2066
 HX2066.The modeled gravity was interpolated from observed gravity values.
 HX2066
 HX2066;                    North         East    Units  Estimated Accuracy
 HX2066;SPC WV S     -   155,100.      551,520.      MT  (+/- 180 meters Scaled)
 HX2066
 HX2066                          SUPERSEDED SURVEY CONTROL
 HX2066
 HX2066  NGVD 29 (??/??/92)  182.928  (m)          600.16   (f) ADJ UNCH    2 0
 HX2066
 HX2066.Superseded values are not recommended for survey control.
 HX2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2066.See file dsdata.txt to determine how the superseded data were derived.
 HX2066
 HX2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC515499(NAD 83)
 HX2066_MARKER: R = RIVET
 HX2066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2066_SP_SET: CULVERT
 HX2066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2066
 HX2066  HISTORY     - Date     Condition        Report By
 HX2066  HISTORY     - UNK      MONUMENTED       BORR
 HX2066  HISTORY     - 1933     GOOD             NGS
 HX2066
 HX2066                          STATION DESCRIPTION
 HX2066
 HX2066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX2066'6.1 MI NE FROM CHARLESTON.
 HX2066'ABOUT 6.1 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2066'FROM CHARLESTON, KANAWHA COUNTY, ABOUT 0.4 MILE SOUTHWEST OF THE
 HX2066'FLAG STOP AT MILLIKEN, ABOUT 28 RAILS WEST OF MILEPOST C 6, AT
 HX2066'ARCH CULVERT 58, IN THE TOP OF THE EAST END OF THE SOUTH HEAD
 HX2066'WALL, ABOUT 7 YARDS SOUTH OF THE CENTER LINE OF THE TRACK, AND
 HX2066'ABOUT 8 FEET LOWER THAN THE TRACK.  A STANDARD MONEL-METAL
 HX2066'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0851 ***********************************************************************
 KY0851  DESIGNATION -  RV 5
 KY0851  PID         -  KY0851
 KY0851  STATE/COUNTY-  WV/OHIO
 KY0851  USGS QUAD   -  WHEELING (1994)
 KY0851
 KY0851                         *CURRENT SURVEY CONTROL
 KY0851  ___________________________________________________________________
 KY0851* NAD 83(1986)-  40 02 52.     (N)    080 39 53.     (W)     SCALED    
 KY0851* NAVD 88     -       208.042  (meters)     682.55   (feet)  ADJUSTED  
 KY0851  ___________________________________________________________________
 KY0851  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0851  DYNAMIC HT  -         207.927 (meters)     682.17  (feet)  COMP
 KY0851  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 KY0851
 KY0851  VERT ORDER  -  SECOND    CLASS 0
 KY0851
 KY0851.The horizontal coordinates were scaled from a topographic map and have
 KY0851.an estimated accuracy of +/- 6 seconds.
 KY0851
 KY0851.The orthometric height was determined by differential leveling
 KY0851.and adjusted by the National Geodetic Survey in June 1991..
 KY0851
 KY0851.The geoid height was determined by GEOID03.
 KY0851
 KY0851.The dynamic height is computed by dividing the NAVD 88
 KY0851.geopotential number by the normal gravity value computed on the
 KY0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0851.degrees latitude (g = 980.6199 gals.).
 KY0851
 KY0851.The modeled gravity was interpolated from observed gravity values.
 KY0851
 KY0851;                    North         East    Units  Estimated Accuracy
 KY0851;SPC WV N     -   172,480.      500,620.      MT  (+/- 180 meters Scaled)
 KY0851
 KY0851                          SUPERSEDED SURVEY CONTROL
 KY0851
 KY0851  NGVD 29 (??/??/92)  208.195  (m)          683.05   (f) ADJ UNCH    2 0
 KY0851
 KY0851.Superseded values are not recommended for survey control.
 KY0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0851.See file dsdata.txt to determine how the superseded data were derived.
 KY0851
 KY0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE285331(NAD 83)
 KY0851_MARKER: R = RIVET
 KY0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0851_SP_SET: BASE
 KY0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0851
 KY0851  HISTORY     - Date     Condition        Report By
 KY0851  HISTORY     - UNK      MONUMENTED       BORR
 KY0851  HISTORY     - 1957     GOOD             NGS
 KY0851  HISTORY     - 1960     GOOD             NGS
 KY0851
 KY0851                          STATION DESCRIPTION
 KY0851
 KY0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0851'AT ELM GROVE.
 KY0851'AT ELM GROVE, ALONG THE BALTIMORE AND OHIO RAILROAD, ABOUT 0.4
 KY0851'MILE WEST OF THE STATION, NEAR MILEAGE POLE NO. 62+50, IN THE
 KY0851'TOP OF CENTER OF SOUTHWEST EDGE OF THE NORTHEAST CONCRETE BASE
 KY0851'OF AN UN-NUMBERED SIGNAL BRIDGE, 7.3 FEET NORTHEAST OF NORTHEAST
 KY0851'RAIL AND ABOUT 1 FOOT BELOW LEVEL OF TRACKS.
 KY0851
 KY0851                          STATION RECOVERY (1960)
 KY0851
 KY0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0741 ***********************************************************************
 JW0741  DESIGNATION -  RV 5
 JW0741  PID         -  JW0741
 JW0741  STATE/COUNTY-  WV/MINERAL
 JW0741  USGS QUAD   -  KITZMILLER (1981)
 JW0741
 JW0741                         *CURRENT SURVEY CONTROL
 JW0741  ___________________________________________________________________
 JW0741* NAD 83(1986)-  39 25 26.     (N)    079 07 35.     (W)     SCALED    
 JW0741* NAVD 88     -       385.990  (meters)    1266.37   (feet)  ADJUSTED  
 JW0741  ___________________________________________________________________
 JW0741  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JW0741  DYNAMIC HT  -         385.725 (meters)    1265.50  (feet)  COMP
 JW0741  MODELED GRAV-     979,930.5   (mgal)                       NAVD 88
 JW0741
 JW0741  VERT ORDER  -  SECOND    CLASS 0
 JW0741
 JW0741.The horizontal coordinates were scaled from a topographic map and have
 JW0741.an estimated accuracy of +/- 6 seconds.
 JW0741
 JW0741.The orthometric height was determined by differential leveling
 JW0741.and adjusted by the National Geodetic Survey in June 1991..
 JW0741
 JW0741.The geoid height was determined by GEOID03.
 JW0741
 JW0741.The dynamic height is computed by dividing the NAVD 88
 JW0741.geopotential number by the normal gravity value computed on the
 JW0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0741.degrees latitude (g = 980.6199 gals.).
 JW0741
 JW0741.The modeled gravity was interpolated from observed gravity values.
 JW0741
 JW0741;                    North         East    Units  Estimated Accuracy
 JW0741;SPC WV N     -   102,630.      632,170.      MT  (+/- 180 meters Scaled)
 JW0741
 JW0741                          SUPERSEDED SURVEY CONTROL
 JW0741
 JW0741  NGVD 29 (??/??/92)  386.153  (m)         1266.90   (f) ADJ UNCH    2 0
 JW0741
 JW0741.Superseded values are not recommended for survey control.
 JW0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0741.See file dsdata.txt to determine how the superseded data were derived.
 JW0741
 JW0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD612654(NAD 83)
 JW0741_MARKER: R = RIVET
 JW0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0741_SP_SET: BRIDGE
 JW0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0741
 JW0741  HISTORY     - Date     Condition        Report By
 JW0741  HISTORY     - UNK      MONUMENTED       WMRR
 JW0741  HISTORY     - 1935     GOOD             NGS
 JW0741
 JW0741                          STATION DESCRIPTION
 JW0741
 JW0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0741'AT SHAW.
 JW0741'AT SHAW, MINERAL COUNTY, ON THE WESTERN MARYLAND RAILWAY, 303
 JW0741'FEET NORTH OF MILEPOST 37, AT A BRIDGE, IN THE TOP OF THE SOUTHEAST
 JW0741'CORNER OF THE EAST CONCRETE ABUTMENT, AND 24 FEET EAST OF THE
 JW0741'CENTERLINE OF THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0224 ***********************************************************************
 JX0224  DESIGNATION -  RV 5
 JX0224  PID         -  JX0224
 JX0224  STATE/COUNTY-  WV/BARBOUR
 JX0224  USGS QUAD   -  AUDRA (1977)
 JX0224
 JX0224                         *CURRENT SURVEY CONTROL
 JX0224  ___________________________________________________________________
 JX0224* NAD 83(1986)-  39 05 49.     (N)    080 04 32.     (W)     SCALED    
 JX0224* NAVD 88     -       407.040  (meters)    1335.43   (feet)  ADJUSTED  
 JX0224  ___________________________________________________________________
 JX0224  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JX0224  DYNAMIC HT  -         406.765 (meters)    1334.53  (feet)  COMP
 JX0224  MODELED GRAV-     979,941.1   (mgal)                       NAVD 88
 JX0224
 JX0224  VERT ORDER  -  FIRST     CLASS II
 JX0224
 JX0224.The horizontal coordinates were scaled from a topographic map and have
 JX0224.an estimated accuracy of +/- 6 seconds.
 JX0224
 JX0224.The orthometric height was determined by differential leveling
 JX0224.and adjusted by the National Geodetic Survey in June 1991..
 JX0224
 JX0224.The geoid height was determined by GEOID03.
 JX0224
 JX0224.The dynamic height is computed by dividing the NAVD 88
 JX0224.geopotential number by the normal gravity value computed on the
 JX0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0224.degrees latitude (g = 980.6199 gals.).
 JX0224
 JX0224.The modeled gravity was interpolated from observed gravity values.
 JX0224
 JX0224;                    North         East    Units  Estimated Accuracy
 JX0224;SPC WV N     -    66,430.      550,210.      MT  (+/- 180 meters Scaled)
 JX0224
 JX0224                          SUPERSEDED SURVEY CONTROL
 JX0224
 JX0224  NGVD 29 (??/??/92)  407.218  (m)         1336.01   (f) ADJ UNCH    1 2
 JX0224
 JX0224.Superseded values are not recommended for survey control.
 JX0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0224.See file dsdata.txt to determine how the superseded data were derived.
 JX0224
 JX0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND799279(NAD 83)
 JX0224_MARKER: R = RIVET
 JX0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0224_SP_SET: BRIDGE
 JX0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0224
 JX0224  HISTORY     - Date     Condition        Report By
 JX0224  HISTORY     - UNK      MONUMENTED       BORR
 JX0224  HISTORY     - 1933     GOOD             NGS
 JX0224
 JX0224                          STATION DESCRIPTION
 JX0224
 JX0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JX0224'5.4 MI S FROM PHILIPPI.
 JX0224'ON THE GRAFTON TO BELINGTON BRANCH OF THE B AND O RAILROAD, 83
 JX0224'YDS. WEST OF THE CENTER LINE OF THE MAIN TRACKS, 50 YDS. WEST OF
 JX0224'THE STATION AT TYGARTS JUNCTION, IN THE TOP OF THE NORTH END OF
 JX0224'THE EAST ABUTMENT OF R.R. BRIDGE 1 OVER TYGARTS RIVER, 5 YDS.
 JX0224'NORTH OF THE CENTER LINE OF THE TRACKS, OF THE GRAFTON TO
 JX0224'BUCKHANNON BRANCH OF THE B AND O RAILROAD, 6 IN. BELOW THE BASE OF
 JX0224'RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0824 ***********************************************************************
 JW0824  DESIGNATION -  RV 5
 JW0824  PID         -  JW0824
 JW0824  STATE/COUNTY-  WV/PRESTON
 JW0824  USGS QUAD   -  KINGWOOD (1976)
 JW0824
 JW0824                         *CURRENT SURVEY CONTROL
 JW0824  ___________________________________________________________________
 JW0824* NAD 83(1986)-  39 29 11.     (N)    079 39 38.     (W)     SCALED    
 JW0824* NAVD 88     -       463.864  (meters)    1521.86   (feet)  ADJUSTED  
 JW0824  ___________________________________________________________________
 JW0824  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JW0824  DYNAMIC HT  -         463.572 (meters)    1520.90  (feet)  COMP
 JW0824  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 JW0824
 JW0824  VERT ORDER  -  SECOND    CLASS 0
 JW0824
 JW0824.The horizontal coordinates were scaled from a topographic map and have
 JW0824.an estimated accuracy of +/- 6 seconds.
 JW0824
 JW0824.The orthometric height was determined by differential leveling
 JW0824.and adjusted by the National Geodetic Survey in June 1991..
 JW0824
 JW0824.The geoid height was determined by GEOID03.
 JW0824
 JW0824.The dynamic height is computed by dividing the NAVD 88
 JW0824.geopotential number by the normal gravity value computed on the
 JW0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0824.degrees latitude (g = 980.6199 gals.).
 JW0824
 JW0824.The modeled gravity was interpolated from observed gravity values.
 JW0824
 JW0824;                    North         East    Units  Estimated Accuracy
 JW0824;SPC WV N     -   109,520.      586,190.      MT  (+/- 180 meters Scaled)
 JW0824
 JW0824                          SUPERSEDED SURVEY CONTROL
 JW0824
 JW0824  NGVD 29 (??/??/92)  464.029  (m)         1522.40   (f) ADJ UNCH    2 0
 JW0824
 JW0824.Superseded values are not recommended for survey control.
 JW0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0824.See file dsdata.txt to determine how the superseded data were derived.
 JW0824
 JW0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD151716(NAD 83)
 JW0824_MARKER: R = RIVET
 JW0824_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0824_SP_SET: BRIDGE
 JW0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0824
 JW0824  HISTORY     - Date     Condition        Report By
 JW0824  HISTORY     - UNK      MONUMENTED       BORR
 JW0824  HISTORY     - 1935     GOOD             NGS
 JW0824
 JW0824                          STATION DESCRIPTION
 JW0824
 JW0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0824'1.9 MI NE FROM KINGWOOD.
 JW0824'1.9 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0824'THE STATION AT KINGWOOD, PRESTON COUNTY, 45 FEET NORTHEAST OF
 JW0824'MILEAGE SIGN 31.15, SOUTHWEST OF A ROCK CUT, AND IN THE TOP OF
 JW0824'THE SOUTHWEST ABUTMENT OF A SMALL BRIDGE.  A STANDARD MONEL-METAL
 JW0824'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0225 ***********************************************************************
 JX0225  DESIGNATION -  RV 5 RESET 1947
 JX0225  PID         -  JX0225
 JX0225  STATE/COUNTY-  WV/BARBOUR
 JX0225  USGS QUAD   -  AUDRA (1977)
 JX0225
 JX0225                         *CURRENT SURVEY CONTROL
 JX0225  ___________________________________________________________________
 JX0225* NAD 83(1986)-  39 05 49.     (N)    080 04 32.     (W)     SCALED    
 JX0225* NAVD 88     -       407.12   (meters)    1335.7    (feet)  RESET     
 JX0225  ___________________________________________________________________
 JX0225  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JX0225
 JX0225  VERT ORDER  -  THIRD
 JX0225
 JX0225.The horizontal coordinates were scaled from a topographic map and have
 JX0225.an estimated accuracy of +/- 6 seconds.
 JX0225
 JX0225.The orthometric height was computed from unverified reset data.
 JX0225.No vertical observational check was made to the station.
 JX0225
 JX0225.The geoid height was determined by GEOID03.
 JX0225
 JX0225;                    North         East    Units  Estimated Accuracy
 JX0225;SPC WV N     -    66,430.      550,210.      MT  (+/- 180 meters Scaled)
 JX0225
 JX0225                          SUPERSEDED SURVEY CONTROL
 JX0225
 JX0225  NGVD 29 (??/??/??)  407.30   (m)         1336.3    (f) RESET       3  
 JX0225
 JX0225.Superseded values are not recommended for survey control.
 JX0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0225.See file dsdata.txt to determine how the superseded data were derived.
 JX0225
 JX0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND799279(NAD 83)
 JX0225_MARKER: DB = BENCH MARK DISK
 JX0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0225_SP_SET: BRIDGE
 JX0225_STAMPING: RV 5 RESET 1947
 JX0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0225
 JX0225  HISTORY     - Date     Condition        Report By
 JX0225  HISTORY     - 1947     MONUMENTED       BORR
 JX0225
 JX0225                          STATION DESCRIPTION
 JX0225
 JX0225'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1947
 JX0225'5.4 MI SW FROM PHILIPPI.
 JX0225'5.4 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0225'THE STATION AT PHILIPPI, BARBOUR COUNTY, 50 YARDS WEST OF THE
 JX0225'STATION AT TYGART JUNCTION, AT BRIDGE 197 OVER TYGART RIVER, IN
 JX0225'THE TOP OF THE BACK WALL OF THE EAST ABUTMENT, 15 FEET NORTH OF
 JX0225'THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE LOW
 JX0225'RAIL.  A STANDARD DISK, STAMPED RV 5 RESET 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0191 ***********************************************************************
 JX0191  DESIGNATION -  RV 51
 JX0191  PID         -  JX0191
 JX0191  STATE/COUNTY-  WV/LEWIS
 JX0191  USGS QUAD   -  WESTON (1977)
 JX0191
 JX0191                         *CURRENT SURVEY CONTROL
 JX0191  ___________________________________________________________________
 JX0191* NAD 83(1986)-  39 03 28.     (N)    080 27 38.     (W)     SCALED    
 JX0191* NAVD 88     -       310.413  (meters)    1018.41   (feet)  ADJUSTED  
 JX0191  ___________________________________________________________________
 JX0191  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JX0191  DYNAMIC HT  -         310.212 (meters)    1017.75  (feet)  COMP
 JX0191  MODELED GRAV-     979,972.6   (mgal)                       NAVD 88
 JX0191
 JX0191  VERT ORDER  -  SECOND    CLASS 0
 JX0191
 JX0191.The horizontal coordinates were scaled from a topographic map and have
 JX0191.an estimated accuracy of +/- 6 seconds.
 JX0191
 JX0191.The orthometric height was determined by differential leveling
 JX0191.and adjusted by the National Geodetic Survey in June 1991..
 JX0191
 JX0191.The geoid height was determined by GEOID03.
 JX0191
 JX0191.The dynamic height is computed by dividing the NAVD 88
 JX0191.geopotential number by the normal gravity value computed on the
 JX0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0191.degrees latitude (g = 980.6199 gals.).
 JX0191
 JX0191.The modeled gravity was interpolated from observed gravity values.
 JX0191
 JX0191;                    North         East    Units  Estimated Accuracy
 JX0191;SPC WV S     -   228,540.      646,690.      MT  (+/- 180 meters Scaled)
 JX0191
 JX0191                          SUPERSEDED SURVEY CONTROL
 JX0191
 JX0191  NGVD 29 (??/??/92)  310.581  (m)         1018.96   (f) ADJ UNCH    2 0
 JX0191
 JX0191.Superseded values are not recommended for survey control.
 JX0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0191.See file dsdata.txt to determine how the superseded data were derived.
 JX0191
 JX0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND466233(NAD 83)
 JX0191_MARKER: R = RIVET
 JX0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0191_SP_SET: CULVERT
 JX0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0191
 JX0191  HISTORY     - Date     Condition        Report By
 JX0191  HISTORY     - UNK      MONUMENTED       BORR
 JX0191  HISTORY     - 1933     GOOD             NGS
 JX0191
 JX0191                          STATION DESCRIPTION
 JX0191
 JX0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JX0191'1.7 MI N FROM WESTON.
 JX0191'1.7 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0191'STATION AT WESTON, LEWIS COUNTY, AT THE CROSSING OF U.S. HIGHWAY
 JX0191'19, AT A CONCRETE HIGHWAY CULVERT, IN THE TOP OF THE NORTH END
 JX0191'OF THE HEADWALL, 6 YARDS SOUTH OF THE CENTERLINE OF THE TRACK,
 JX0191'5 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 JX0191'THE HIGHWAY SURFACE.  A STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0197 ***********************************************************************
 JX0197  DESIGNATION -  RV 53
 JX0197  PID         -  JX0197
 JX0197  STATE/COUNTY-  WV/LEWIS
 JX0197  USGS QUAD   -  WESTON (1977)
 JX0197
 JX0197                         *CURRENT SURVEY CONTROL
 JX0197  ___________________________________________________________________
 JX0197* NAD 83(1986)-  39 06 59.     (N)    080 24 26.     (W)     SCALED    
 JX0197* NAVD 88     -       313.697  (meters)    1029.19   (feet)  ADJUSTED  
 JX0197  ___________________________________________________________________
 JX0197  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JX0197  DYNAMIC HT  -         313.496 (meters)    1028.53  (feet)  COMP
 JX0197  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 JX0197
 JX0197  VERT ORDER  -  SECOND    CLASS 0
 JX0197
 JX0197.The horizontal coordinates were scaled from a topographic map and have
 JX0197.an estimated accuracy of +/- 6 seconds.
 JX0197
 JX0197.The orthometric height was determined by differential leveling
 JX0197.and adjusted by the National Geodetic Survey in June 1991..
 JX0197
 JX0197.The geoid height was determined by GEOID03.
 JX0197
 JX0197.The dynamic height is computed by dividing the NAVD 88
 JX0197.geopotential number by the normal gravity value computed on the
 JX0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0197.degrees latitude (g = 980.6199 gals.).
 JX0197
 JX0197.The modeled gravity was interpolated from observed gravity values.
 JX0197
 JX0197;                    North         East    Units  Estimated Accuracy
 JX0197;SPC WV S     -   235,070.      651,270.      MT  (+/- 180 meters Scaled)
 JX0197
 JX0197                          SUPERSEDED SURVEY CONTROL
 JX0197
 JX0197  NGVD 29 (??/??/92)  313.872  (m)         1029.76   (f) ADJ UNCH    2 0
 JX0197
 JX0197.Superseded values are not recommended for survey control.
 JX0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0197.See file dsdata.txt to determine how the superseded data were derived.
 JX0197
 JX0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND512298(NAD 83)
 JX0197_MARKER: R = RIVET
 JX0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0197_SP_SET: BRIDGE
 JX0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0197
 JX0197  HISTORY     - Date     Condition        Report By
 JX0197  HISTORY     - UNK      MONUMENTED       BORR
 JX0197  HISTORY     - 1933     GOOD             NGS
 JX0197
 JX0197                          STATION DESCRIPTION
 JX0197
 JX0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JX0197'0.6 MI N FROM JANE LEW.
 JX0197'0.6 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0197'STATION AT JANE LEW, LEWIS COUNTY, AT BRIDGE 17 A OVER U.S.
 JX0197'HIGHWAY 19, IN THE TOP OF THE NORTHEAST WINGWALL, 6 FEET EAST OF
 JX0197'THE CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE TRACK.  A
 JX0197'STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0206 ***********************************************************************
 JX0206  DESIGNATION -  RV 54
 JX0206  PID         -  JX0206
 JX0206  STATE/COUNTY-  WV/HARRISON
 JX0206  USGS QUAD   -  CLARKSBURG (1976)
 JX0206
 JX0206                         *CURRENT SURVEY CONTROL
 JX0206  ___________________________________________________________________
 JX0206* NAD 83(1986)-  39 16 00.     (N)    080 21 43.     (W)     SCALED    
 JX0206* NAVD 88     -       290.639  (meters)     953.54   (feet)  ADJUSTED  
 JX0206  ___________________________________________________________________
 JX0206  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JX0206  DYNAMIC HT  -         290.457 (meters)     952.94  (feet)  COMP
 JX0206  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JX0206
 JX0206  VERT ORDER  -  SECOND    CLASS 0
 JX0206
 JX0206.The horizontal coordinates were scaled from a topographic map and have
 JX0206.an estimated accuracy of +/- 6 seconds.
 JX0206
 JX0206.The orthometric height was determined by differential leveling
 JX0206.and adjusted by the National Geodetic Survey in June 1991..
 JX0206
 JX0206.The geoid height was determined by GEOID03.
 JX0206
 JX0206.The dynamic height is computed by dividing the NAVD 88
 JX0206.geopotential number by the normal gravity value computed on the
 JX0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0206.degrees latitude (g = 980.6199 gals.).
 JX0206
 JX0206.The modeled gravity was interpolated from observed gravity values.
 JX0206
 JX0206;                    North         East    Units  Estimated Accuracy
 JX0206;SPC WV N     -    85,470.      525,620.      MT  (+/- 180 meters Scaled)
 JX0206
 JX0206                          SUPERSEDED SURVEY CONTROL
 JX0206
 JX0206  NGVD 29 (??/??/92)  290.826  (m)          954.15   (f) ADJ UNCH    2 0
 JX0206
 JX0206.Superseded values are not recommended for survey control.
 JX0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0206.See file dsdata.txt to determine how the superseded data were derived.
 JX0206
 JX0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND550465(NAD 83)
 JX0206_MARKER: R = RIVET
 JX0206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0206_SP_SET: BRIDGE
 JX0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0206
 JX0206  HISTORY     - Date     Condition        Report By
 JX0206  HISTORY     - UNK      MONUMENTED       BORR
 JX0206  HISTORY     - 1957     MARK NOT FOUND   NGS
 JX0206
 JX0206                          STATION DESCRIPTION
 JX0206
 JX0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0206'2.8 MI SE FROM CLARKSBURG.
 JX0206'2.8 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0206'THE STATION AT CLARKSBURG, HARRISON COUNTY, JUST WEST OF HIGHWAY
 JX0206'19 OVERPASS, AT BRIDGE 3 D, IN THE TOP OF THE NORTHWEST CONCRETE
 JX0206'BASE, 3 YARDS NORTH OF THE CENTERLINE OF THE TRACK, AND 2
 JX0206'FEET HIGHER THAN THE RAIL.  A STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0209 ***********************************************************************
 JX0209  DESIGNATION -  RV 55
 JX0209  PID         -  JX0209
 JX0209  STATE/COUNTY-  WV/LEWIS
 JX0209  USGS QUAD   -  WESTON (1977)
 JX0209
 JX0209                         *CURRENT SURVEY CONTROL
 JX0209  ___________________________________________________________________
 JX0209* NAD 83(1986)-  39 02 04.     (N)    080 28 24.     (W)     SCALED    
 JX0209* NAVD 88     -       310.947  (meters)    1020.17   (feet)  ADJUSTED  
 JX0209  ___________________________________________________________________
 JX0209  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JX0209  DYNAMIC HT  -         310.745 (meters)    1019.50  (feet)  COMP
 JX0209  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 JX0209
 JX0209  VERT ORDER  -  SECOND    CLASS 0
 JX0209
 JX0209.The horizontal coordinates were scaled from a topographic map and have
 JX0209.an estimated accuracy of +/- 6 seconds.
 JX0209
 JX0209.The orthometric height was determined by differential leveling
 JX0209.and adjusted by the National Geodetic Survey in June 1991..
 JX0209
 JX0209.The geoid height was determined by GEOID03.
 JX0209
 JX0209.The dynamic height is computed by dividing the NAVD 88
 JX0209.geopotential number by the normal gravity value computed on the
 JX0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0209.degrees latitude (g = 980.6199 gals.).
 JX0209
 JX0209.The modeled gravity was interpolated from observed gravity values.
 JX0209
 JX0209;                    North         East    Units  Estimated Accuracy
 JX0209;SPC WV S     -   225,940.      645,600.      MT  (+/- 180 meters Scaled)
 JX0209
 JX0209                          SUPERSEDED SURVEY CONTROL
 JX0209
 JX0209  NGVD 29 (??/??/92)  311.114  (m)         1020.71   (f) ADJ UNCH    2 0
 JX0209
 JX0209.Superseded values are not recommended for survey control.
 JX0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0209.See file dsdata.txt to determine how the superseded data were derived.
 JX0209
 JX0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND455207(NAD 83)
 JX0209_MARKER: R = RIVET
 JX0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0209_SP_SET: BRIDGE
 JX0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0209
 JX0209  HISTORY     - Date     Condition        Report By
 JX0209  HISTORY     - UNK      MONUMENTED       BORR
 JX0209  HISTORY     - 1933     GOOD             NGS
 JX0209
 JX0209                          STATION DESCRIPTION
 JX0209
 JX0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JX0209'0.4 MI S FROM WESTON.
 JX0209'0.4 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0209'STATION AT WESTON, LEWIS COUNTY, ON THE SOUTH BANK OF THE WEST
 JX0209'FORK RIVER, AT BRIDGE 25 D, IN THE TOP OF THE SOUTHWEST CORNER
 JX0209'OF THE SOUTHWEST ABUTMENT, 4 YARDS WEST OF THE CENTERLINE OF THE
 JX0209'TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD MONEL METAL
 JX0209'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1466 ***********************************************************************
 HX1466  DESIGNATION -  RV 56
 HX1466  PID         -  HX1466
 HX1466  STATE/COUNTY-  WV/LEWIS
 HX1466  USGS QUAD   -  PETERSON (1989)
 HX1466
 HX1466                         *CURRENT SURVEY CONTROL
 HX1466  ___________________________________________________________________
 HX1466* NAD 83(1986)-  38 53 36.     (N)    080 32 27.     (W)     SCALED    
 HX1466* NAVD 88     -       256.190  (meters)     840.52   (feet)  ADJUSTED  
 HX1466  ___________________________________________________________________
 HX1466  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HX1466  DYNAMIC HT  -         256.023 (meters)     839.97  (feet)  COMP
 HX1466  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 HX1466
 HX1466  VERT ORDER  -  SECOND    CLASS 0
 HX1466
 HX1466.The horizontal coordinates were scaled from a topographic map and have
 HX1466.an estimated accuracy of +/- 6 seconds.
 HX1466
 HX1466.The orthometric height was determined by differential leveling
 HX1466.and adjusted by the National Geodetic Survey in June 1991..
 HX1466
 HX1466.The geoid height was determined by GEOID03.
 HX1466
 HX1466.The dynamic height is computed by dividing the NAVD 88
 HX1466.geopotential number by the normal gravity value computed on the
 HX1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1466.degrees latitude (g = 980.6199 gals.).
 HX1466
 HX1466.The modeled gravity was interpolated from observed gravity values.
 HX1466
 HX1466;                    North         East    Units  Estimated Accuracy
 HX1466;SPC WV S     -   210,250.      639,840.      MT  (+/- 180 meters Scaled)
 HX1466
 HX1466                          SUPERSEDED SURVEY CONTROL
 HX1466
 HX1466  NGVD 29 (??/??/92)  256.350  (m)          841.04   (f) ADJ UNCH    2 0
 HX1466
 HX1466.Superseded values are not recommended for survey control.
 HX1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1466.See file dsdata.txt to determine how the superseded data were derived.
 HX1466
 HX1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND398050(NAD 83)
 HX1466_MARKER: R = RIVET
 HX1466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1466_SP_SET: BRIDGE SEAT
 HX1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1466
 HX1466  HISTORY     - Date     Condition        Report By
 HX1466  HISTORY     - UNK      MONUMENTED       BORR
 HX1466  HISTORY     - 1934     GOOD             NGS
 HX1466
 HX1466                          STATION DESCRIPTION
 HX1466
 HX1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1466'AT PETERSON.
 HX1466'AT PETERSON, LEWIS COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 HX1466'23 RAILS WEST OF A HIGHWAY CROSSING, AT BRIDGE 42 A, IN THE TOP
 HX1466'OF THE END OF THE EAST BRIDGE SEAT, 11 FEET SOUTH OF THE
 HX1466'CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.
 HX1466'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1468 ***********************************************************************
 HX1468  DESIGNATION -  RV 57
 HX1468  PID         -  HX1468
 HX1468  STATE/COUNTY-  WV/LEWIS
 HX1468  USGS QUAD   -  PETERSON (1989)
 HX1468
 HX1468                         *CURRENT SURVEY CONTROL
 HX1468  ___________________________________________________________________
 HX1468* NAD 83(1986)-  38 53 38.     (N)    080 32 51.     (W)     SCALED    
 HX1468* NAVD 88     -       253.763  (meters)     832.55   (feet)  ADJUSTED  
 HX1468  ___________________________________________________________________
 HX1468  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HX1468  DYNAMIC HT  -         253.598 (meters)     832.01  (feet)  COMP
 HX1468  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 HX1468
 HX1468  VERT ORDER  -  SECOND    CLASS 0
 HX1468
 HX1468.The horizontal coordinates were scaled from a topographic map and have
 HX1468.an estimated accuracy of +/- 6 seconds.
 HX1468
 HX1468.The orthometric height was determined by differential leveling
 HX1468.and adjusted by the National Geodetic Survey in June 1991..
 HX1468
 HX1468.The geoid height was determined by GEOID03.
 HX1468
 HX1468.The dynamic height is computed by dividing the NAVD 88
 HX1468.geopotential number by the normal gravity value computed on the
 HX1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1468.degrees latitude (g = 980.6199 gals.).
 HX1468
 HX1468.The modeled gravity was interpolated from observed gravity values.
 HX1468
 HX1468;                    North         East    Units  Estimated Accuracy
 HX1468;SPC WV S     -   210,310.      639,260.      MT  (+/- 180 meters Scaled)
 HX1468
 HX1468                          SUPERSEDED SURVEY CONTROL
 HX1468
 HX1468  NGVD 29 (??/??/92)  253.968  (m)          833.23   (f) ADJ UNCH    2 0
 HX1468
 HX1468.Superseded values are not recommended for survey control.
 HX1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1468.See file dsdata.txt to determine how the superseded data were derived.
 HX1468
 HX1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND392050(NAD 83)
 HX1468_MARKER: R = RIVET
 HX1468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1468_SP_SET: ABUTMENT
 HX1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1468
 HX1468  HISTORY     - Date     Condition        Report By
 HX1468  HISTORY     - UNK      MONUMENTED       BORR
 HX1468  HISTORY     - 1962     GOOD             NGS
 HX1468
 HX1468                          STATION DESCRIPTION
 HX1468
 HX1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1468'3.4 MI NE FROM ORLANDO.
 HX1468'ABOUT 3.4 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX1468'OFFICE AT ORLANDO, SET ON TOP OF THE SOUTH END OF THE WEST
 HX1468'CONCRETE ABUTMENT OF AN ABANDONED RAILROAD BRIDGE 42-B, 67 FEET
 HX1468'SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET ABOVE
 HX1468'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1518 ***********************************************************************
 HX1518  DESIGNATION -  RV 58
 HX1518  PID         -  HX1518
 HX1518  STATE/COUNTY-  WV/BRAXTON
 HX1518  USGS QUAD   -  GASSAWAY (1976)
 HX1518
 HX1518                         *CURRENT SURVEY CONTROL
 HX1518  ___________________________________________________________________
 HX1518* NAD 83(1986)-  38 39 06.     (N)    080 48 57.     (W)     SCALED    
 HX1518* NAVD 88     -       252.317  (meters)     827.81   (feet)  ADJUSTED  
 HX1518  ___________________________________________________________________
 HX1518  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HX1518  DYNAMIC HT  -         252.148 (meters)     827.26  (feet)  COMP
 HX1518  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 HX1518
 HX1518  VERT ORDER  -  SECOND    CLASS 0
 HX1518
 HX1518.The horizontal coordinates were scaled from a topographic map and have
 HX1518.an estimated accuracy of +/- 6 seconds.
 HX1518
 HX1518.The orthometric height was determined by differential leveling
 HX1518.and adjusted by the National Geodetic Survey in June 1991..
 HX1518
 HX1518.The geoid height was determined by GEOID03.
 HX1518
 HX1518.The dynamic height is computed by dividing the NAVD 88
 HX1518.geopotential number by the normal gravity value computed on the
 HX1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1518.degrees latitude (g = 980.6199 gals.).
 HX1518
 HX1518.The modeled gravity was interpolated from observed gravity values.
 HX1518
 HX1518;                    North         East    Units  Estimated Accuracy
 HX1518;SPC WV S     -   183,340.      616,030.      MT  (+/- 180 meters Scaled)
 HX1518
 HX1518                          SUPERSEDED SURVEY CONTROL
 HX1518
 HX1518  NGVD 29 (??/??/92)  252.502  (m)          828.42   (f) ADJ UNCH    2 0
 HX1518
 HX1518.Superseded values are not recommended for survey control.
 HX1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1518.See file dsdata.txt to determine how the superseded data were derived.
 HX1518
 HX1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC160781(NAD 83)
 HX1518_MARKER: R = RIVET
 HX1518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1518_SP_SET: ABUTMENT
 HX1518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1518
 HX1518  HISTORY     - Date     Condition        Report By
 HX1518  HISTORY     - UNK      MONUMENTED       BORR
 HX1518  HISTORY     - 1934     GOOD             NGS
 HX1518
 HX1518                          STATION DESCRIPTION
 HX1518
 HX1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1518'4.5 MI W FROM GASSAWAY.
 HX1518'4.5 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1518'STATION AT GASSAWAY, BRAXTON COUNTY, 65 RAILS WEST OF MILEPOST
 HX1518'C 88, 10 RAILS WEST OF THE FLAG STOP AT SHADY SIDE, AT BRIDGE
 HX1518'876, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT, 9 FEET
 HX1518'NORTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A
 HX1518'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1523 ***********************************************************************
 HX1523  DESIGNATION -  RV 59
 HX1523  PID         -  HX1523
 HX1523  STATE/COUNTY-  WV/BRAXTON
 HX1523  USGS QUAD   -  HEROLD (1976)
 HX1523
 HX1523                         *CURRENT SURVEY CONTROL
 HX1523  ___________________________________________________________________
 HX1523* NAD 83(1986)-  38 37 11.     (N)    080 51 25.     (W)     SCALED    
 HX1523* NAVD 88     -       248.335  (meters)     814.75   (feet)  ADJUSTED  
 HX1523  ___________________________________________________________________
 HX1523  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HX1523  DYNAMIC HT  -         248.166 (meters)     814.19  (feet)  COMP
 HX1523  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 HX1523
 HX1523  VERT ORDER  -  SECOND    CLASS 0
 HX1523
 HX1523.The horizontal coordinates were scaled from a topographic map and have
 HX1523.an estimated accuracy of +/- 6 seconds.
 HX1523
 HX1523.The orthometric height was determined by differential leveling
 HX1523.and adjusted by the National Geodetic Survey in June 1991..
 HX1523
 HX1523.The geoid height was determined by GEOID03.
 HX1523
 HX1523.The dynamic height is computed by dividing the NAVD 88
 HX1523.geopotential number by the normal gravity value computed on the
 HX1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1523.degrees latitude (g = 980.6199 gals.).
 HX1523
 HX1523.The modeled gravity was interpolated from observed gravity values.
 HX1523
 HX1523;                    North         East    Units  Estimated Accuracy
 HX1523;SPC WV S     -   179,780.      612,460.      MT  (+/- 180 meters Scaled)
 HX1523
 HX1523                          SUPERSEDED SURVEY CONTROL
 HX1523
 HX1523  NGVD 29 (??/??/92)  248.519  (m)          815.35   (f) ADJ UNCH    2 0
 HX1523
 HX1523.Superseded values are not recommended for survey control.
 HX1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1523.See file dsdata.txt to determine how the superseded data were derived.
 HX1523
 HX1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC124745(NAD 83)
 HX1523_MARKER: R = RIVET
 HX1523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1523_SP_SET: ABUTMENT
 HX1523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1523
 HX1523  HISTORY     - Date     Condition        Report By
 HX1523  HISTORY     - UNK      MONUMENTED       BORR
 HX1523  HISTORY     - 1934     GOOD             NGS
 HX1523
 HX1523                          STATION DESCRIPTION
 HX1523
 HX1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1523'1.5 MI SW FROM FRAMETOWN.
 HX1523'1.5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1523'THE STATION AT FRAMETOWN, BRAXTON COUNTY, AT THE FLAG STOP AT
 HX1523'ROCKTON, 28 RAILS WEST OF MILEPOST C 82, AT BRIDGE 816 OVER
 HX1523'UPPER CREEK, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT,
 HX1523'9 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE
 HX1523'TRACK.  A STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0853 ***********************************************************************
 KY0853  DESIGNATION -  RV 6
 KY0853  PID         -  KY0853
 KY0853  STATE/COUNTY-  WV/OHIO
 KY0853  USGS QUAD   -  WHEELING (1994)
 KY0853
 KY0853                         *CURRENT SURVEY CONTROL
 KY0853  ___________________________________________________________________
 KY0853* NAD 83(1986)-  40 02 51.     (N)    080 38 52.     (W)     SCALED    
 KY0853* NAVD 88     -       214.076  (meters)     702.35   (feet)  ADJUSTED  
 KY0853  ___________________________________________________________________
 KY0853  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY0853  DYNAMIC HT  -         213.957 (meters)     701.96  (feet)  COMP
 KY0853  MODELED GRAV-     980,065.1   (mgal)                       NAVD 88
 KY0853
 KY0853  VERT ORDER  -  SECOND    CLASS 0
 KY0853
 KY0853.The horizontal coordinates were scaled from a topographic map and have
 KY0853.an estimated accuracy of +/- 6 seconds.
 KY0853
 KY0853.The orthometric height was determined by differential leveling
 KY0853.and adjusted by the National Geodetic Survey in June 1991..
 KY0853
 KY0853.The geoid height was determined by GEOID03.
 KY0853
 KY0853.The dynamic height is computed by dividing the NAVD 88
 KY0853.geopotential number by the normal gravity value computed on the
 KY0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0853.degrees latitude (g = 980.6199 gals.).
 KY0853
 KY0853.The modeled gravity was interpolated from observed gravity values.
 KY0853
 KY0853;                    North         East    Units  Estimated Accuracy
 KY0853;SPC WV N     -   172,430.      502,060.      MT  (+/- 180 meters Scaled)
 KY0853
 KY0853                          SUPERSEDED SURVEY CONTROL
 KY0853
 KY0853  NGVD 29 (??/??/92)  214.23   (m)          702.9    (f) COMPUTED    2 0
 KY0853
 KY0853.Superseded values are not recommended for survey control.
 KY0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0853.See file dsdata.txt to determine how the superseded data were derived.
 KY0853
 KY0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE300330(NAD 83)
 KY0853_MARKER: R = RIVET
 KY0853_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0853_SP_SET: BASE
 KY0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0853
 KY0853  HISTORY     - Date     Condition        Report By
 KY0853  HISTORY     - UNK      MONUMENTED       BORR
 KY0853  HISTORY     - 1957     GOOD             NGS
 KY0853  HISTORY     - 1960     MARK NOT FOUND   NGS
 KY0853
 KY0853                          STATION DESCRIPTION
 KY0853
 KY0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0853'0.5 MI SW FROM TRIADELPHIA.
 KY0853'0.5 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY0853'STATION AT TRIADELPHIA, OHIO COUNTY, ON THE NORTH SIDE OF THE
 KY0853'TRACK, AND IN THE TOP OF THE BASE OF SIGNAL 61.9.  A STANDARD
 KY0853'MONEL-METAL RIVET.  NOTE-- THE SIGNAL MENTIONED IN THE DESCRIPTION
 KY0853'HAS APPARENTLY BEEN MOVED.
 KY0853
 KY0853                          STATION RECOVERY (1960)
 KY0853
 KY0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0743 ***********************************************************************
 JW0743  DESIGNATION -  RV 6
 JW0743  PID         -  JW0743
 JW0743  STATE/COUNTY-  WV/MINERAL
 JW0743  USGS QUAD   -  KITZMILLER (1981)
 JW0743
 JW0743                         *CURRENT SURVEY CONTROL
 JW0743  ___________________________________________________________________
 JW0743* NAD 83(1986)-  39 24 18.     (N)    079 08 58.     (W)     SCALED    
 JW0743* NAVD 88     -       420.700  (meters)    1380.25   (feet)  ADJUSTED  
 JW0743  ___________________________________________________________________
 JW0743  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JW0743  DYNAMIC HT  -         420.412 (meters)    1379.30  (feet)  COMP
 JW0743  MODELED GRAV-     979,930.2   (mgal)                       NAVD 88
 JW0743
 JW0743  VERT ORDER  -  SECOND    CLASS 0
 JW0743
 JW0743.The horizontal coordinates were scaled from a topographic map and have
 JW0743.an estimated accuracy of +/- 6 seconds.
 JW0743
 JW0743.The orthometric height was determined by differential leveling
 JW0743.and adjusted by the National Geodetic Survey in June 1991..
 JW0743
 JW0743.The geoid height was determined by GEOID03.
 JW0743
 JW0743.The dynamic height is computed by dividing the NAVD 88
 JW0743.geopotential number by the normal gravity value computed on the
 JW0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0743.degrees latitude (g = 980.6199 gals.).
 JW0743
 JW0743.The modeled gravity was interpolated from observed gravity values.
 JW0743
 JW0743;                    North         East    Units  Estimated Accuracy
 JW0743;SPC WV N     -   100,530.      630,190.      MT  (+/- 180 meters Scaled)
 JW0743
 JW0743                          SUPERSEDED SURVEY CONTROL
 JW0743
 JW0743  NGVD 29 (??/??/92)  420.860  (m)         1380.77   (f) ADJ UNCH    2 0
 JW0743
 JW0743.Superseded values are not recommended for survey control.
 JW0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0743.See file dsdata.txt to determine how the superseded data were derived.
 JW0743
 JW0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD593633(NAD 83)
 JW0743_MARKER: R = RIVET
 JW0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0743_SP_SET: CULVERT
 JW0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0743
 JW0743  HISTORY     - Date     Condition        Report By
 JW0743  HISTORY     - UNK      MONUMENTED       WMRR
 JW0743  HISTORY     - 1935     GOOD             NGS
 JW0743
 JW0743                          STATION DESCRIPTION
 JW0743
 JW0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0743'1.8 MI S FROM SHAW.
 JW0743'1.8 MILES SOUTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0743'STATION AT SHAW, MINERAL COUNTY, AT A CONCRETE CULVERT, IN THE
 JW0743'TOP OF THE SOUTHWEST END OF THE SOUTH ABUTMENT, AND 10 FEET
 JW0743'SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL
 JW0743'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0228 ***********************************************************************
 JX0228  DESIGNATION -  RV 6
 JX0228  PID         -  JX0228
 JX0228  STATE/COUNTY-  WV/BARBOUR
 JX0228  USGS QUAD   -  AUDRA (1977)
 JX0228
 JX0228                         *CURRENT SURVEY CONTROL
 JX0228  ___________________________________________________________________
 JX0228* NAD 83(1986)-  39 04 47.     (N)    080 02 41.     (W)     SCALED    
 JX0228* NAVD 88     -       435.707  (meters)    1429.48   (feet)  ADJUSTED  
 JX0228  ___________________________________________________________________
 JX0228  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JX0228  DYNAMIC HT  -         435.411 (meters)    1428.51  (feet)  COMP
 JX0228  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 JX0228
 JX0228  VERT ORDER  -  FIRST     CLASS II
 JX0228
 JX0228.The horizontal coordinates were scaled from a topographic map and have
 JX0228.an estimated accuracy of +/- 6 seconds.
 JX0228
 JX0228.The orthometric height was determined by differential leveling
 JX0228.and adjusted by the National Geodetic Survey in June 1991..
 JX0228
 JX0228.The geoid height was determined by GEOID03.
 JX0228
 JX0228.The dynamic height is computed by dividing the NAVD 88
 JX0228.geopotential number by the normal gravity value computed on the
 JX0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0228.degrees latitude (g = 980.6199 gals.).
 JX0228
 JX0228.The modeled gravity was interpolated from observed gravity values.
 JX0228
 JX0228;                    North         East    Units  Estimated Accuracy
 JX0228;SPC WV N     -    64,500.      552,870.      MT  (+/- 180 meters Scaled)
 JX0228
 JX0228                          SUPERSEDED SURVEY CONTROL
 JX0228
 JX0228  NGVD 29 (??/??/92)  435.883  (m)         1430.06   (f) ADJ UNCH    1 2
 JX0228
 JX0228.Superseded values are not recommended for survey control.
 JX0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0228.See file dsdata.txt to determine how the superseded data were derived.
 JX0228
 JX0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND826260(NAD 83)
 JX0228_MARKER: R = RIVET
 JX0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0228_SP_SET: CULVERT
 JX0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0228
 JX0228  HISTORY     - Date     Condition        Report By
 JX0228  HISTORY     - UNK      MONUMENTED       BORR
 JX0228  HISTORY     - 1933     GOOD             NGS
 JX0228
 JX0228                          STATION DESCRIPTION
 JX0228
 JX0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JX0228'7.6 MI S FROM PHILIPPI.
 JX0228'7.6 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0228'STATION AT PHILIPPI, BARBOUR COUNTY, 2.2 MILES SOUTHEAST OF TYGART
 JX0228'JUNCTION, AT CONCRETE CULVERT 31 A, IN THE TOP OF THE NORTH END
 JX0228'OF THE EAST HEADWALL, 3 YARDS EAST OF THE CENTERLINE OF THE TRACK,
 JX0228'AND ABOUT LEVEL WITH THE BASE OF THE RAIL.  A STANDARD MONEL-METAL
 JX0228'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0825 ***********************************************************************
 JW0825  DESIGNATION -  RV 6
 JW0825  PID         -  JW0825
 JW0825  STATE/COUNTY-  WV/PRESTON
 JW0825  USGS QUAD   -  KINGWOOD (1976)
 JW0825
 JW0825                         *CURRENT SURVEY CONTROL
 JW0825  ___________________________________________________________________
 JW0825* NAD 83(1986)-  39 29 12.     (N)    079 39 31.     (W)     SCALED    
 JW0825* NAVD 88     -       461.807  (meters)    1515.11   (feet)  ADJUSTED  
 JW0825  ___________________________________________________________________
 JW0825  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JW0825  DYNAMIC HT  -         461.516 (meters)    1514.16  (feet)  COMP
 JW0825  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 JW0825
 JW0825  VERT ORDER  -  SECOND    CLASS 0
 JW0825
 JW0825.The horizontal coordinates were scaled from a topographic map and have
 JW0825.an estimated accuracy of +/- 6 seconds.
 JW0825
 JW0825.The orthometric height was determined by differential leveling
 JW0825.and adjusted by the National Geodetic Survey in June 1991..
 JW0825
 JW0825.The geoid height was determined by GEOID03.
 JW0825
 JW0825.The dynamic height is computed by dividing the NAVD 88
 JW0825.geopotential number by the normal gravity value computed on the
 JW0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0825.degrees latitude (g = 980.6199 gals.).
 JW0825
 JW0825.The modeled gravity was interpolated from observed gravity values.
 JW0825
 JW0825;                    North         East    Units  Estimated Accuracy
 JW0825;SPC WV N     -   109,550.      586,360.      MT  (+/- 180 meters Scaled)
 JW0825
 JW0825                          SUPERSEDED SURVEY CONTROL
 JW0825
 JW0825  NGVD 29 (??/??/92)  461.972  (m)         1515.65   (f) ADJ UNCH    2 0
 JW0825
 JW0825.Superseded values are not recommended for survey control.
 JW0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0825.See file dsdata.txt to determine how the superseded data were derived.
 JW0825
 JW0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD153716(NAD 83)
 JW0825_MARKER: R = RIVET
 JW0825_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0825_SP_SET: BRIDGE
 JW0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0825
 JW0825  HISTORY     - Date     Condition        Report By
 JW0825  HISTORY     - UNK      MONUMENTED       BORR
 JW0825  HISTORY     - 1935     GOOD             NGS
 JW0825
 JW0825                          STATION DESCRIPTION
 JW0825
 JW0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0825'2 MI NE FROM KINGWOOD.
 JW0825'ABOUT 2 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JW0825'FROM THE STATION AT KINGWOOD, PRESTON COUNTY, 4 POLES NORTHEAST OF
 JW0825'MILEAGE SIGN 31.15, 90 FEET NORTH OF A ROCK CUT THROUGH A HILL,
 JW0825'AT A BRIDGE TRESTLE, AND IN THE TOP OF THE SOUTHEAST CORNER OF
 JW0825'THE SOUTHWEST ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1525 ***********************************************************************
 HX1525  DESIGNATION -  RV 60
 HX1525  PID         -  HX1525
 HX1525  STATE/COUNTY-  WV/BRAXTON
 HX1525  USGS QUAD   -  STRANGE CREEK (1976)
 HX1525
 HX1525                         *CURRENT SURVEY CONTROL
 HX1525  ___________________________________________________________________
 HX1525* NAD 83(1986)-  38 35 32.     (N)    080 53 03.     (W)     SCALED    
 HX1525* NAVD 88     -       246.888  (meters)     810.00   (feet)  ADJUSTED  
 HX1525  ___________________________________________________________________
 HX1525  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HX1525  DYNAMIC HT  -         246.720 (meters)     809.45  (feet)  COMP
 HX1525  MODELED GRAV-     979,943.6   (mgal)                       NAVD 88
 HX1525
 HX1525  VERT ORDER  -  SECOND    CLASS 0
 HX1525
 HX1525.The horizontal coordinates were scaled from a topographic map and have
 HX1525.an estimated accuracy of +/- 6 seconds.
 HX1525
 HX1525.The orthometric height was determined by differential leveling
 HX1525.and adjusted by the National Geodetic Survey in June 1991..
 HX1525
 HX1525.The geoid height was determined by GEOID03.
 HX1525
 HX1525.The dynamic height is computed by dividing the NAVD 88
 HX1525.geopotential number by the normal gravity value computed on the
 HX1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1525.degrees latitude (g = 980.6199 gals.).
 HX1525
 HX1525.The modeled gravity was interpolated from observed gravity values.
 HX1525
 HX1525;                    North         East    Units  Estimated Accuracy
 HX1525;SPC WV S     -   176,730.      610,090.      MT  (+/- 180 meters Scaled)
 HX1525
 HX1525                          SUPERSEDED SURVEY CONTROL
 HX1525
 HX1525  NGVD 29 (??/??/92)  247.071  (m)          810.60   (f) ADJ UNCH    2 0
 HX1525
 HX1525.Superseded values are not recommended for survey control.
 HX1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1525.See file dsdata.txt to determine how the superseded data were derived.
 HX1525
 HX1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC100715(NAD 83)
 HX1525_MARKER: R = RIVET
 HX1525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1525_SP_SET: ABUTMENT
 HX1525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1525
 HX1525  HISTORY     - Date     Condition        Report By
 HX1525  HISTORY     - UNK      MONUMENTED       BORR
 HX1525  HISTORY     - 1934     GOOD             NGS
 HX1525
 HX1525                          STATION DESCRIPTION
 HX1525
 HX1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1525'AT GLENDON.
 HX1525'AT GLENDON, BRAXTON COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 HX1525'28 RAILS EAST OF MILEPOST C 79, 11 RAILS WEST OF A SWITCH TO A
 HX1525'SPUR TRACK, AT BRIDGE 791, IN THE TOP OF THE NORTH END OF THE
 HX1525'EAST ABUTMENT, 7 FEET NORTH OF THE CENTERLINE OF THE TRACK AND
 HX1525'LEVEL WITH THE TRACK.  A STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1528 ***********************************************************************
 HX1528  DESIGNATION -  RV 61
 HX1528  PID         -  HX1528
 HX1528  STATE/COUNTY-  WV/BRAXTON
 HX1528  USGS QUAD   -  STRANGE CREEK (1976)
 HX1528
 HX1528                         *CURRENT SURVEY CONTROL
 HX1528  ___________________________________________________________________
 HX1528* NAD 83(1986)-  38 33 59.     (N)    080 53 50.     (W)     SCALED    
 HX1528* NAVD 88     -       245.775  (meters)     806.35   (feet)  ADJUSTED  
 HX1528  ___________________________________________________________________
 HX1528  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HX1528  DYNAMIC HT  -         245.608 (meters)     805.80  (feet)  COMP
 HX1528  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 HX1528
 HX1528  VERT ORDER  -  SECOND    CLASS 0
 HX1528
 HX1528.The horizontal coordinates were scaled from a topographic map and have
 HX1528.an estimated accuracy of +/- 6 seconds.
 HX1528
 HX1528.The orthometric height was determined by differential leveling
 HX1528.and adjusted by the National Geodetic Survey in June 1991..
 HX1528
 HX1528.The geoid height was determined by GEOID03.
 HX1528
 HX1528.The dynamic height is computed by dividing the NAVD 88
 HX1528.geopotential number by the normal gravity value computed on the
 HX1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1528.degrees latitude (g = 980.6199 gals.).
 HX1528
 HX1528.The modeled gravity was interpolated from observed gravity values.
 HX1528
 HX1528;                    North         East    Units  Estimated Accuracy
 HX1528;SPC WV S     -   173,860.      608,960.      MT  (+/- 180 meters Scaled)
 HX1528
 HX1528                          SUPERSEDED SURVEY CONTROL
 HX1528
 HX1528  NGVD 29 (??/??/92)  245.958  (m)          806.95   (f) ADJ UNCH    2 0
 HX1528
 HX1528.Superseded values are not recommended for survey control.
 HX1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1528.See file dsdata.txt to determine how the superseded data were derived.
 HX1528
 HX1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC089686(NAD 83)
 HX1528_MARKER: R = RIVET
 HX1528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1528_SP_SET: ABUTMENT
 HX1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1528
 HX1528  HISTORY     - Date     Condition        Report By
 HX1528  HISTORY     - UNK      MONUMENTED       BORR
 HX1528  HISTORY     - 1934     GOOD             NGS
 HX1528
 HX1528                          STATION DESCRIPTION
 HX1528
 HX1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1528'AT STRANGE CREEK.
 HX1528'AT STRANGE CREEK, BRAXTON COUNTY, 8 RAILS WEST OF THE BALTIMORE
 HX1528'AND OHIO RAILROAD STATION, AT BRIDGE 769 OVER STRANGE CREEK,
 HX1528'IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT, 7 FEET SOUTH
 HX1528'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.
 HX1528'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1538 ***********************************************************************
 HX1538  DESIGNATION -  RV 63
 HX1538  PID         -  HX1538
 HX1538  STATE/COUNTY-  WV/CLAY
 HX1538  USGS QUAD   -  STRANGE CREEK (1976)
 HX1538
 HX1538                         *CURRENT SURVEY CONTROL
 HX1538  ___________________________________________________________________
 HX1538* NAD 83(1986)-  38 33 24.     (N)    080 57 40.     (W)     SCALED    
 HX1538* NAVD 88     -       240.039  (meters)     787.53   (feet)  ADJUSTED  
 HX1538  ___________________________________________________________________
 HX1538  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HX1538  DYNAMIC HT  -         239.877 (meters)     787.00  (feet)  COMP
 HX1538  MODELED GRAV-     979,946.9   (mgal)                       NAVD 88
 HX1538
 HX1538  VERT ORDER  -  SECOND    CLASS 0
 HX1538
 HX1538.The horizontal coordinates were scaled from a topographic map and have
 HX1538.an estimated accuracy of +/- 6 seconds.
 HX1538
 HX1538.The orthometric height was determined by differential leveling
 HX1538.and adjusted by the National Geodetic Survey in June 1991..
 HX1538
 HX1538.The geoid height was determined by GEOID03.
 HX1538
 HX1538.The dynamic height is computed by dividing the NAVD 88
 HX1538.geopotential number by the normal gravity value computed on the
 HX1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1538.degrees latitude (g = 980.6199 gals.).
 HX1538
 HX1538.The modeled gravity was interpolated from observed gravity values.
 HX1538
 HX1538;                    North         East    Units  Estimated Accuracy
 HX1538;SPC WV S     -   172,780.      603,390.      MT  (+/- 180 meters Scaled)
 HX1538
 HX1538                          SUPERSEDED SURVEY CONTROL
 HX1538
 HX1538  NGVD 29 (??/??/92)  240.223  (m)          788.13   (f) ADJ UNCH    2 0
 HX1538
 HX1538.Superseded values are not recommended for survey control.
 HX1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1538.See file dsdata.txt to determine how the superseded data were derived.
 HX1538
 HX1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC033675(NAD 83)
 HX1538_MARKER: R = RIVET
 HX1538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1538_SP_SET: ABUTMENT
 HX1538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1538
 HX1538  HISTORY     - Date     Condition        Report By
 HX1538  HISTORY     - UNK      MONUMENTED       BORR
 HX1538  HISTORY     - 1934     GOOD             NGS
 HX1538
 HX1538                          STATION DESCRIPTION
 HX1538
 HX1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1538'0.5 MI W FROM IRA.
 HX1538'0.5 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1538'POST OFFICE AT IRA, CLAY COUNTY, 6 RAILS WEST OF A SWITCH TO A
 HX1538'SIDETRACK, AT BRIDGE 706 OVER GROVE CREEK, IN THE TOP OF THE
 HX1538'NORTH END OF THE EAST ABUTMENT, 7 FEET NORTH OF THE CENTERLINE
 HX1538'OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD MONEL-METAL
 HX1538'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1539 ***********************************************************************
 HX1539  DESIGNATION -  RV 64
 HX1539  PID         -  HX1539
 HX1539  STATE/COUNTY-  WV/CLAY
 HX1539  USGS QUAD   -  STRANGE CREEK (1976)
 HX1539
 HX1539                         *CURRENT SURVEY CONTROL
 HX1539  ___________________________________________________________________
 HX1539* NAD 83(1986)-  38 32 53.     (N)    080 58 06.     (W)     SCALED    
 HX1539* NAVD 88     -       237.604  (meters)     779.54   (feet)  ADJUSTED  
 HX1539  ___________________________________________________________________
 HX1539  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HX1539  DYNAMIC HT  -         237.443 (meters)     779.01  (feet)  COMP
 HX1539  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 HX1539
 HX1539  VERT ORDER  -  SECOND    CLASS 0
 HX1539
 HX1539.The horizontal coordinates were scaled from a topographic map and have
 HX1539.an estimated accuracy of +/- 6 seconds.
 HX1539
 HX1539.The orthometric height was determined by differential leveling
 HX1539.and adjusted by the National Geodetic Survey in June 1991..
 HX1539
 HX1539.The geoid height was determined by GEOID03.
 HX1539
 HX1539.The dynamic height is computed by dividing the NAVD 88
 HX1539.geopotential number by the normal gravity value computed on the
 HX1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1539.degrees latitude (g = 980.6199 gals.).
 HX1539
 HX1539.The modeled gravity was interpolated from observed gravity values.
 HX1539
 HX1539;                    North         East    Units  Estimated Accuracy
 HX1539;SPC WV S     -   171,820.      602,760.      MT  (+/- 180 meters Scaled)
 HX1539
 HX1539                          SUPERSEDED SURVEY CONTROL
 HX1539
 HX1539  NGVD 29 (??/??/92)  237.787  (m)          780.14   (f) ADJ UNCH    2 0
 HX1539
 HX1539.Superseded values are not recommended for survey control.
 HX1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1539.See file dsdata.txt to determine how the superseded data were derived.
 HX1539
 HX1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC027666(NAD 83)
 HX1539_MARKER: R = RIVET
 HX1539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1539_SP_SET: ABUTMENT
 HX1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1539
 HX1539  HISTORY     - Date     Condition        Report By
 HX1539  HISTORY     - UNK      MONUMENTED       BORR
 HX1539  HISTORY     - 1934     GOOD             NGS
 HX1539
 HX1539                          STATION DESCRIPTION
 HX1539
 HX1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1539'5.2 MI E FROM OTTER.
 HX1539'5.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1539'STATION AT OTTER, CLAY COUNTY, 19 RAILS WEST OF MILEPOST C 69,
 HX1539'AT BRIDGE 688, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT,
 HX1539'8 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE
 HX1539'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1811 ***********************************************************************
 HX1811  DESIGNATION -  RV 65
 HX1811  PID         -  HX1811
 HX1811  STATE/COUNTY-  WV/CLAY
 HX1811  USGS QUAD   -  IVYDALE (1975)
 HX1811
 HX1811                         *CURRENT SURVEY CONTROL
 HX1811  ___________________________________________________________________
 HX1811* NAD 83(1986)-  38 32 01.     (N)    081 00 01.     (W)     SCALED    
 HX1811* NAVD 88     -       234.181  (meters)     768.31   (feet)  ADJUSTED  
 HX1811  ___________________________________________________________________
 HX1811  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HX1811  DYNAMIC HT  -         234.020 (meters)     767.78  (feet)  COMP
 HX1811  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 HX1811
 HX1811  VERT ORDER  -  SECOND    CLASS 0
 HX1811
 HX1811.The horizontal coordinates were scaled from a topographic map and have
 HX1811.an estimated accuracy of +/- 6 seconds.
 HX1811
 HX1811.The orthometric height was determined by differential leveling
 HX1811.and adjusted by the National Geodetic Survey in June 1991..
 HX1811
 HX1811.The geoid height was determined by GEOID03.
 HX1811
 HX1811.The dynamic height is computed by dividing the NAVD 88
 HX1811.geopotential number by the normal gravity value computed on the
 HX1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1811.degrees latitude (g = 980.6199 gals.).
 HX1811
 HX1811.The modeled gravity was interpolated from observed gravity values.
 HX1811
 HX1811;                    North         East    Units  Estimated Accuracy
 HX1811;SPC WV S     -   170,220.      599,980.      MT  (+/- 180 meters Scaled)
 HX1811
 HX1811                          SUPERSEDED SURVEY CONTROL
 HX1811
 HX1811  NGVD 29 (??/??/92)  234.362  (m)          768.90   (f) ADJ UNCH    2 0
 HX1811
 HX1811.Superseded values are not recommended for survey control.
 HX1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1811.See file dsdata.txt to determine how the superseded data were derived.
 HX1811
 HX1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC999650(NAD 83)
 HX1811_MARKER: R = RIVET
 HX1811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1811_SP_SET: BRIDGE
 HX1811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1811
 HX1811  HISTORY     - Date     Condition        Report By
 HX1811  HISTORY     - UNK      MONUMENTED       BORR
 HX1811  HISTORY     - 1948     GOOD             NGS
 HX1811
 HX1811                          STATION DESCRIPTION
 HX1811
 HX1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HX1811'2.4 MI E FROM OTTER.
 HX1811'2.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1811'STATION AT OTTER, 5.5 RAILS WEST OF MILEPOST C 66, AT BRIDGE 559,
 HX1811'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL, 6 FEET NORTH
 HX1811'OF THE NORTH RAIL, AND LEVEL WITH THE TRACK.  A STANDARD
 HX1811'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1926 ***********************************************************************
 HX1926  DESIGNATION -  RV 66
 HX1926  PID         -  HX1926
 HX1926  STATE/COUNTY-  WV/CLAY
 HX1926  USGS QUAD   -  CLAY (1976)
 HX1926
 HX1926                         *CURRENT SURVEY CONTROL
 HX1926  ___________________________________________________________________
 HX1926* NAD 83(1986)-  38 27 43.     (N)    081 04 18.     (W)     SCALED    
 HX1926* NAVD 88     -       217.041  (meters)     712.08   (feet)  ADJUSTED  
 HX1926  ___________________________________________________________________
 HX1926  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HX1926  DYNAMIC HT  -         216.891 (meters)     711.58  (feet)  COMP
 HX1926  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 HX1926
 HX1926  VERT ORDER  -  SECOND    CLASS 0
 HX1926
 HX1926.The horizontal coordinates were scaled from a topographic map and have
 HX1926.an estimated accuracy of +/- 6 seconds.
 HX1926
 HX1926.The orthometric height was determined by differential leveling
 HX1926.and adjusted by the National Geodetic Survey in June 1991..
 HX1926
 HX1926.The geoid height was determined by GEOID03.
 HX1926
 HX1926.The dynamic height is computed by dividing the NAVD 88
 HX1926.geopotential number by the normal gravity value computed on the
 HX1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1926.degrees latitude (g = 980.6199 gals.).
 HX1926
 HX1926.The modeled gravity was interpolated from observed gravity values.
 HX1926
 HX1926;                    North         East    Units  Estimated Accuracy
 HX1926;SPC WV S     -   162,260.      593,750.      MT  (+/- 180 meters Scaled)
 HX1926
 HX1926                          SUPERSEDED SURVEY CONTROL
 HX1926
 HX1926  NGVD 29 (??/??/92)  217.223  (m)          712.67   (f) ADJ UNCH    2 0
 HX1926
 HX1926.Superseded values are not recommended for survey control.
 HX1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1926.See file dsdata.txt to determine how the superseded data were derived.
 HX1926
 HX1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC937570(NAD 83)
 HX1926_MARKER: R = RIVET
 HX1926_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1926_SP_SET: ABUTMENT
 HX1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1926
 HX1926  HISTORY     - Date     Condition        Report By
 HX1926  HISTORY     - UNK      MONUMENTED       BORR
 HX1926  HISTORY     - 1934     GOOD             NGS
 HX1926
 HX1926                          STATION DESCRIPTION
 HX1926
 HX1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1926'AT DUNDON.
 HX1926'AT DUNDON, CLAY COUNTY, 16 RAILS WEST OF THE WEST END OF THE
 HX1926'BALTIMORE AND OHIO RAILROAD STATION, AT BRIDGE 519 OVER BUFFALO CREEK,
 HX1926'IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT, 6 FEET NORTH
 HX1926'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.
 HX1926'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1931 ***********************************************************************
 HX1931  DESIGNATION -  RV 67
 HX1931  PID         -  HX1931
 HX1931  STATE/COUNTY-  WV/CLAY
 HX1931  USGS QUAD   -  CLAY (1976)
 HX1931
 HX1931                         *CURRENT SURVEY CONTROL
 HX1931  ___________________________________________________________________
 HX1931* NAD 83(1986)-  38 26 06.     (N)    081 06 14.     (W)     SCALED    
 HX1931* NAVD 88     -       213.911  (meters)     701.81   (feet)  ADJUSTED  
 HX1931  ___________________________________________________________________
 HX1931  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HX1931  DYNAMIC HT  -         213.764 (meters)     701.32  (feet)  COMP
 HX1931  MODELED GRAV-     979,937.2   (mgal)                       NAVD 88
 HX1931
 HX1931  VERT ORDER  -  SECOND    CLASS 0
 HX1931
 HX1931.The horizontal coordinates were scaled from a topographic map and have
 HX1931.an estimated accuracy of +/- 6 seconds.
 HX1931
 HX1931.The orthometric height was determined by differential leveling
 HX1931.and adjusted by the National Geodetic Survey in June 1991..
 HX1931
 HX1931.The geoid height was determined by GEOID03.
 HX1931
 HX1931.The dynamic height is computed by dividing the NAVD 88
 HX1931.geopotential number by the normal gravity value computed on the
 HX1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1931.degrees latitude (g = 980.6199 gals.).
 HX1931
 HX1931.The modeled gravity was interpolated from observed gravity values.
 HX1931
 HX1931;                    North         East    Units  Estimated Accuracy
 HX1931;SPC WV S     -   159,280.      590,930.      MT  (+/- 180 meters Scaled)
 HX1931
 HX1931                          SUPERSEDED SURVEY CONTROL
 HX1931
 HX1931  NGVD 29 (??/??/92)  214.093  (m)          702.40   (f) ADJ UNCH    2 0
 HX1931
 HX1931.Superseded values are not recommended for survey control.
 HX1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1931.See file dsdata.txt to determine how the superseded data were derived.
 HX1931
 HX1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC909540(NAD 83)
 HX1931_MARKER: R = RIVET
 HX1931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1931_SP_SET: ABUTMENT
 HX1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1931
 HX1931  HISTORY     - Date     Condition        Report By
 HX1931  HISTORY     - UNK      MONUMENTED       BORR
 HX1931  HISTORY     - 1934     GOOD             NGS
 HX1931
 HX1931                          STATION DESCRIPTION
 HX1931
 HX1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1931'2.7 MI SW FROM CLAY.
 HX1931'2.7 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1931'THE STATION AT CLAY, 20.5 RAILS EAST OF MILEPOST C 48, AT BRIDGE
 HX1931'482, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT, 6 FEET
 HX1931'NORTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE
 HX1931'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1933 ***********************************************************************
 HX1933  DESIGNATION -  RV 68
 HX1933  PID         -  HX1933
 HX1933  STATE/COUNTY-  WV/CLAY
 HX1933  USGS QUAD   -  CLAY (1976)
 HX1933
 HX1933                         *CURRENT SURVEY CONTROL
 HX1933  ___________________________________________________________________
 HX1933* NAD 83(1986)-  38 25 51.     (N)    081 06 49.     (W)     SCALED    
 HX1933* NAVD 88     -       214.396  (meters)     703.40   (feet)  ADJUSTED  
 HX1933  ___________________________________________________________________
 HX1933  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HX1933  DYNAMIC HT  -         214.249 (meters)     702.92  (feet)  COMP
 HX1933  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 HX1933
 HX1933  VERT ORDER  -  SECOND    CLASS 0
 HX1933
 HX1933.The horizontal coordinates were scaled from a topographic map and have
 HX1933.an estimated accuracy of +/- 6 seconds.
 HX1933
 HX1933.The orthometric height was determined by differential leveling
 HX1933.and adjusted by the National Geodetic Survey in June 1991..
 HX1933
 HX1933.The geoid height was determined by GEOID03.
 HX1933
 HX1933.The dynamic height is computed by dividing the NAVD 88
 HX1933.geopotential number by the normal gravity value computed on the
 HX1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1933.degrees latitude (g = 980.6199 gals.).
 HX1933
 HX1933.The modeled gravity was interpolated from observed gravity values.
 HX1933
 HX1933;                    North         East    Units  Estimated Accuracy
 HX1933;SPC WV S     -   158,810.      590,080.      MT  (+/- 180 meters Scaled)
 HX1933
 HX1933                          SUPERSEDED SURVEY CONTROL
 HX1933
 HX1933  NGVD 29 (??/??/92)  214.578  (m)          703.99   (f) ADJ UNCH    2 0
 HX1933
 HX1933.Superseded values are not recommended for survey control.
 HX1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1933.See file dsdata.txt to determine how the superseded data were derived.
 HX1933
 HX1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC900536(NAD 83)
 HX1933_MARKER: R = RIVET
 HX1933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1933_SP_SET: BRIDGE BASE
 HX1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1933
 HX1933  HISTORY     - Date     Condition        Report By
 HX1933  HISTORY     - UNK      MONUMENTED       BORR
 HX1933  HISTORY     - 1948     GOOD             NGS
 HX1933
 HX1933                          STATION DESCRIPTION
 HX1933
 HX1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HX1933'AT HARTLAND.
 HX1933'AT HARTLAND, ON THE BALTIMORE AND OHIO RAILROAD, AT THE HIGHWAY
 HX1933'BRIDGE OVER ELK RIVER, IN THE TOP OF THE NORTH CORNER OF THE WEST
 HX1933'PEDESTAL OF THE BASE, ABOUT 6 YARDS SOUTH OF THE CENTERLINE OF THE
 HX1933'TRACK, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD MONEL-METAL
 HX1933'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1937 ***********************************************************************
 HX1937  DESIGNATION -  RV 69
 HX1937  PID         -  HX1937
 HX1937  STATE/COUNTY-  WV/CLAY
 HX1937  USGS QUAD   -  ELKHURST (1976)
 HX1937
 HX1937                         *CURRENT SURVEY CONTROL
 HX1937  ___________________________________________________________________
 HX1937* NAD 83(1986)-  38 25 38.     (N)    081 10 39.     (W)     SCALED    
 HX1937* NAVD 88     -       205.756  (meters)     675.05   (feet)  ADJUSTED  
 HX1937  ___________________________________________________________________
 HX1937  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HX1937  DYNAMIC HT  -         205.615 (meters)     674.59  (feet)  COMP
 HX1937  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 HX1937
 HX1937  VERT ORDER  -  SECOND    CLASS 0
 HX1937
 HX1937.The horizontal coordinates were scaled from a topographic map and have
 HX1937.an estimated accuracy of +/- 6 seconds.
 HX1937
 HX1937.The orthometric height was determined by differential leveling
 HX1937.and adjusted by the National Geodetic Survey in June 1991..
 HX1937
 HX1937.The geoid height was determined by GEOID03.
 HX1937
 HX1937.The dynamic height is computed by dividing the NAVD 88
 HX1937.geopotential number by the normal gravity value computed on the
 HX1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1937.degrees latitude (g = 980.6199 gals.).
 HX1937
 HX1937.The modeled gravity was interpolated from observed gravity values.
 HX1937
 HX1937;                    North         East    Units  Estimated Accuracy
 HX1937;SPC WV S     -   158,420.      584,500.      MT  (+/- 180 meters Scaled)
 HX1937
 HX1937                          SUPERSEDED SURVEY CONTROL
 HX1937
 HX1937  NGVD 29 (??/??/92)  205.939  (m)          675.65   (f) ADJ UNCH    2 0
 HX1937
 HX1937.Superseded values are not recommended for survey control.
 HX1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1937.See file dsdata.txt to determine how the superseded data were derived.
 HX1937
 HX1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC845532(NAD 83)
 HX1937_MARKER: R = RIVET
 HX1937_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1937_SP_SET: ABUTMENT
 HX1937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1937
 HX1937  HISTORY     - Date     Condition        Report By
 HX1937  HISTORY     - UNK      MONUMENTED       BORR
 HX1937  HISTORY     - 1933     GOOD             NGS
 HX1937
 HX1937                          STATION DESCRIPTION
 HX1937
 HX1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX1937'AT DORFEE.
 HX1937'AT DORFEE, CLAY COUNTY, ON THE BALTIMORE AND OHIO RAILROAD, 14
 HX1937'RAILS WEST OF THE POST OFFICE, AT A BRIDGE IN THE TOP OF THE NORTH
 HX1937'END OF THE EAST MASONRY ABUTMENT, 6 FEET NORTH OF THE NORTH RAIL,
 HX1937'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0749 ***********************************************************************
 JW0749  DESIGNATION -  RV 7
 JW0749  PID         -  JW0749
 JW0749  STATE/COUNTY-  WV/MINERAL
 JW0749  USGS QUAD   -  KITZMILLER (1981)
 JW0749
 JW0749                         *CURRENT SURVEY CONTROL
 JW0749  ___________________________________________________________________
 JW0749* NAD 83(1986)-  39 23 14.     (N)    079 10 44.     (W)     SCALED    
 JW0749* NAVD 88     -       491.181  (meters)    1611.48   (feet)  ADJUSTED  
 JW0749  ___________________________________________________________________
 JW0749  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JW0749  DYNAMIC HT  -         490.853 (meters)    1610.41  (feet)  COMP
 JW0749  MODELED GRAV-     979,944.6   (mgal)                       NAVD 88
 JW0749
 JW0749  VERT ORDER  -  SECOND    CLASS 0
 JW0749
 JW0749.The horizontal coordinates were scaled from a topographic map and have
 JW0749.an estimated accuracy of +/- 6 seconds.
 JW0749
 JW0749.The orthometric height was determined by differential leveling
 JW0749.and adjusted by the National Geodetic Survey in June 1991..
 JW0749
 JW0749.The geoid height was determined by GEOID03.
 JW0749
 JW0749.The dynamic height is computed by dividing the NAVD 88
 JW0749.geopotential number by the normal gravity value computed on the
 JW0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0749.degrees latitude (g = 980.6199 gals.).
 JW0749
 JW0749.The modeled gravity was interpolated from observed gravity values.
 JW0749
 JW0749;                    North         East    Units  Estimated Accuracy
 JW0749;SPC WV N     -    98,550.      627,660.      MT  (+/- 180 meters Scaled)
 JW0749
 JW0749                          SUPERSEDED SURVEY CONTROL
 JW0749
 JW0749  NGVD 29 (??/??/92)  491.342  (m)         1612.01   (f) ADJ UNCH    2 0
 JW0749
 JW0749.Superseded values are not recommended for survey control.
 JW0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0749.See file dsdata.txt to determine how the superseded data were derived.
 JW0749
 JW0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD568613(NAD 83)
 JW0749_MARKER: R = RIVET
 JW0749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0749_SP_SET: STEP
 JW0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0749
 JW0749  HISTORY     - Date     Condition        Report By
 JW0749  HISTORY     - UNK      MONUMENTED       WMRR
 JW0749  HISTORY     - 1935     GOOD             NGS
 JW0749  HISTORY     - 1939     GOOD             NGS
 JW0749
 JW0749                          STATION DESCRIPTION
 JW0749
 JW0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0749'AT BLAINE.
 JW0749'AT BLAINE, MINERAL COUNTY, AT THE WESTERN MARYLAND RAILWAY
 JW0749'STATION, IN THE TOP OF THE CONCRETE STEP AT THE SOUTH ENTRANCE,
 JW0749'AND 25 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 JW0749'MONEL-METAL RIVET.
 JW0749
 JW0749                          STATION RECOVERY (1939)
 JW0749
 JW0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 JW0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0856 ***********************************************************************
 KY0856  DESIGNATION -  RV 7
 KY0856  PID         -  KY0856
 KY0856  STATE/COUNTY-  WV/OHIO
 KY0856  USGS QUAD   -  VALLEY GROVE (1981)
 KY0856
 KY0856                         *CURRENT SURVEY CONTROL
 KY0856  ___________________________________________________________________
 KY0856* NAD 83(1986)-  40 03 47.     (N)    080 36 51.     (W)     SCALED    
 KY0856* NAVD 88     -       216.728  (meters)     711.05   (feet)  ADJUSTED  
 KY0856  ___________________________________________________________________
 KY0856  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY0856  DYNAMIC HT  -         216.607 (meters)     710.65  (feet)  COMP
 KY0856  MODELED GRAV-     980,061.5   (mgal)                       NAVD 88
 KY0856
 KY0856  VERT ORDER  -  SECOND    CLASS 0
 KY0856
 KY0856.The horizontal coordinates were scaled from a topographic map and have
 KY0856.an estimated accuracy of +/- 6 seconds.
 KY0856
 KY0856.The orthometric height was determined by differential leveling
 KY0856.and adjusted by the National Geodetic Survey in June 1991..
 KY0856
 KY0856.The geoid height was determined by GEOID03.
 KY0856
 KY0856.The dynamic height is computed by dividing the NAVD 88
 KY0856.geopotential number by the normal gravity value computed on the
 KY0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0856.degrees latitude (g = 980.6199 gals.).
 KY0856
 KY0856.The modeled gravity was interpolated from observed gravity values.
 KY0856
 KY0856;                    North         East    Units  Estimated Accuracy
 KY0856;SPC WV N     -   174,120.      504,950.      MT  (+/- 180 meters Scaled)
 KY0856
 KY0856                          SUPERSEDED SURVEY CONTROL
 KY0856
 KY0856  NGVD 29 (??/??/92)  216.92   (m)          711.7    (f) COMPUTED    2 0
 KY0856
 KY0856.Superseded values are not recommended for survey control.
 KY0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0856.See file dsdata.txt to determine how the superseded data were derived.
 KY0856
 KY0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE329348(NAD 83)
 KY0856_MARKER: R = RIVET
 KY0856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0856_SP_SET: BRIDGE
 KY0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0856
 KY0856  HISTORY     - Date     Condition        Report By
 KY0856  HISTORY     - UNK      MONUMENTED       BORR
 KY0856  HISTORY     - 1935     GOOD             NGS
 KY0856  HISTORY     - 1960     MARK NOT FOUND   NGS
 KY0856
 KY0856                          STATION DESCRIPTION
 KY0856
 KY0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY0856'AT TRIADELPHIA.
 KY0856'AT TRIADELPHIA, OHIO COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 KY0856'279 FEET WEST OF THE STATION SIGN, AT A STEEL BRIDGE IN THE TOP
 KY0856'OF THE SOUTHEAST CORNER OF THE CONCRETE ABUTMENT, AND 10 FEET
 KY0856'NORTH OF THE CENTERLINE OF THE NORTH TRACK.  A STANDARD
 KY0856'MONEL-METAL RIVET.
 KY0856
 KY0856                          STATION RECOVERY (1960)
 KY0856
 KY0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0858 ***********************************************************************
 JW0858  DESIGNATION -  RV 7 WMRR
 JW0858  PID         -  JW0858
 JW0858  STATE/COUNTY-  WV/BARBOUR
 JW0858  USGS QUAD   -  BELINGTON (1976)
 JW0858
 JW0858                         *CURRENT SURVEY CONTROL
 JW0858  ___________________________________________________________________
 JW0858* NAD 83(1986)-  39 00 34.     (N)    079 56 24.     (W)     SCALED    
 JW0858* NAVD 88     -       520.821  (meters)    1708.73   (feet)  ADJUSTED  
 JW0858  ___________________________________________________________________
 JW0858  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JW0858  DYNAMIC HT  -         520.459 (meters)    1707.54  (feet)  COMP
 JW0858  MODELED GRAV-     979,916.5   (mgal)                       NAVD 88
 JW0858
 JW0858  VERT ORDER  -  FIRST     CLASS II
 JW0858
 JW0858.The horizontal coordinates were scaled from a topographic map and have
 JW0858.an estimated accuracy of +/- 6 seconds.
 JW0858
 JW0858.The orthometric height was determined by differential leveling
 JW0858.and adjusted by the National Geodetic Survey in June 1991..
 JW0858
 JW0858.The geoid height was determined by GEOID03.
 JW0858
 JW0858.The dynamic height is computed by dividing the NAVD 88
 JW0858.geopotential number by the normal gravity value computed on the
 JW0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0858.degrees latitude (g = 980.6199 gals.).
 JW0858
 JW0858.The modeled gravity was interpolated from observed gravity values.
 JW0858
 JW0858;                    North         East    Units  Estimated Accuracy
 JW0858;SPC WV N     -    56,650.      561,890.      MT  (+/- 180 meters Scaled)
 JW0858
 JW0858                          SUPERSEDED SURVEY CONTROL
 JW0858
 JW0858  NGVD 29 (??/??/92)  520.990  (m)         1709.28   (f) ADJ UNCH    1 2
 JW0858
 JW0858.Superseded values are not recommended for survey control.
 JW0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0858.See file dsdata.txt to determine how the superseded data were derived.
 JW0858
 JW0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND917183(NAD 83)
 JW0858_MARKER: R = RIVET
 JW0858_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0858_SP_SET: BRIDGE
 JW0858_STAMPING: RV 7 1933
 JW0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0858
 JW0858  HISTORY     - Date     Condition        Report By
 JW0858  HISTORY     - 1933     MONUMENTED       WMRR
 JW0858  HISTORY     - 1933     GOOD             NGS
 JW0858  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0858
 JW0858                          STATION DESCRIPTION
 JW0858
 JW0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JW0858'1.1 MI S FROM BELINGTON.
 JW0858'1.1 MILES SOUTH ALONG THE WESTERN MARYLAND RAILWAY FROM BELINGTON,
 JW0858'BARBOUR COUNTY, AT AN OVERHEAD BRIDGE, IN THE TOP OF THE NORTHWEST
 JW0858'CORNER OF THE STONE FOUNDATION OF THE SECOND PIER, ABOUT 5 YARDS
 JW0858'WEST OF THE CENTER LINE OF THE TRACK, AND 1 FOOT LOWER THAN THE
 JW0858'RAIL.  A STANDARD MONEL-METAL RIVET.
 JW0858
 JW0858                          STATION RECOVERY (1983)
 JW0858
 JW0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0858'NOT RECOVERED, NOT ACCESSIBLE TO THE NEW LEVEL LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1938 ***********************************************************************
 HX1938  DESIGNATION -  RV 70
 HX1938  PID         -  HX1938
 HX1938  STATE/COUNTY-  WV/CLAY
 HX1938  USGS QUAD   -  ELKHURST (1976)
 HX1938
 HX1938                         *CURRENT SURVEY CONTROL
 HX1938  ___________________________________________________________________
 HX1938* NAD 83(1986)-  38 26 07.     (N)    081 11 19.     (W)     SCALED    
 HX1938* NAVD 88     -       205.990  (meters)     675.82   (feet)  ADJUSTED  
 HX1938  ___________________________________________________________________
 HX1938  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HX1938  DYNAMIC HT  -         205.849 (meters)     675.36  (feet)  COMP
 HX1938  MODELED GRAV-     979,940.7   (mgal)                       NAVD 88
 HX1938
 HX1938  VERT ORDER  -  SECOND    CLASS 0
 HX1938
 HX1938.The horizontal coordinates were scaled from a topographic map and have
 HX1938.an estimated accuracy of +/- 6 seconds.
 HX1938
 HX1938.The orthometric height was determined by differential leveling
 HX1938.and adjusted by the National Geodetic Survey in June 1991..
 HX1938
 HX1938.The geoid height was determined by GEOID03.
 HX1938
 HX1938.The dynamic height is computed by dividing the NAVD 88
 HX1938.geopotential number by the normal gravity value computed on the
 HX1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1938.degrees latitude (g = 980.6199 gals.).
 HX1938
 HX1938.The modeled gravity was interpolated from observed gravity values.
 HX1938
 HX1938;                    North         East    Units  Estimated Accuracy
 HX1938;SPC WV S     -   159,320.      583,530.      MT  (+/- 180 meters Scaled)
 HX1938
 HX1938                          SUPERSEDED SURVEY CONTROL
 HX1938
 HX1938  NGVD 29 (??/??/92)  206.173  (m)          676.42   (f) ADJ UNCH    2 0
 HX1938
 HX1938.Superseded values are not recommended for survey control.
 HX1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1938.See file dsdata.txt to determine how the superseded data were derived.
 HX1938
 HX1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC835541(NAD 83)
 HX1938_MARKER: R = RIVET
 HX1938_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1938_SP_SET: TANK BASE
 HX1938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1938
 HX1938  HISTORY     - Date     Condition        Report By
 HX1938  HISTORY     - UNK      MONUMENTED       BORR
 HX1938  HISTORY     - 1933     GOOD             NGS
 HX1938
 HX1938                          STATION DESCRIPTION
 HX1938
 HX1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX1938'AT SHELTON.
 HX1938'AT SHELTON, 3.5 RAILS EAST OF THE EAST END OF THE BALTIMORE AND
 HX1938'OHIO RAILROAD STATION, AT A RAILROAD WATER TANK, IN THE TOP OF THE
 HX1938'NORTHEAST CORNER OF THE NORTHEAST CONCRETE PEDESTAL BASE, 4 YARDS
 HX1938'SOUTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.
 HX1938'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1939 ***********************************************************************
 HX1939  DESIGNATION -  RV 71
 HX1939  PID         -  HX1939
 HX1939  STATE/COUNTY-  WV/CLAY
 HX1939  USGS QUAD   -  ELKHURST (1976)
 HX1939
 HX1939                         *CURRENT SURVEY CONTROL
 HX1939  ___________________________________________________________________
 HX1939* NAD 83(1986)-  38 25 53.     (N)    081 11 42.     (W)     SCALED    
 HX1939* NAVD 88     -       205.253  (meters)     673.40   (feet)  ADJUSTED  
 HX1939  ___________________________________________________________________
 HX1939  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HX1939  DYNAMIC HT  -         205.112 (meters)     672.94  (feet)  COMP
 HX1939  MODELED GRAV-     979,940.7   (mgal)                       NAVD 88
 HX1939
 HX1939  VERT ORDER  -  SECOND    CLASS 0
 HX1939
 HX1939.The horizontal coordinates were scaled from a topographic map and have
 HX1939.an estimated accuracy of +/- 6 seconds.
 HX1939
 HX1939.The orthometric height was determined by differential leveling
 HX1939.and adjusted by the National Geodetic Survey in June 1991..
 HX1939
 HX1939.The geoid height was determined by GEOID03.
 HX1939
 HX1939.The dynamic height is computed by dividing the NAVD 88
 HX1939.geopotential number by the normal gravity value computed on the
 HX1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1939.degrees latitude (g = 980.6199 gals.).
 HX1939
 HX1939.The modeled gravity was interpolated from observed gravity values.
 HX1939
 HX1939;                    North         East    Units  Estimated Accuracy
 HX1939;SPC WV S     -   158,890.      582,980.      MT  (+/- 180 meters Scaled)
 HX1939
 HX1939                          SUPERSEDED SURVEY CONTROL
 HX1939
 HX1939  NGVD 29 (??/??/92)  205.436  (m)          674.00   (f) ADJ UNCH    2 0
 HX1939
 HX1939.Superseded values are not recommended for survey control.
 HX1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1939.See file dsdata.txt to determine how the superseded data were derived.
 HX1939
 HX1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC829536(NAD 83)
 HX1939_MARKER: R = RIVET
 HX1939_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1939_SP_SET: ABUTMENT
 HX1939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1939
 HX1939  HISTORY     - Date     Condition        Report By
 HX1939  HISTORY     - UNK      MONUMENTED       BORR
 HX1939  HISTORY     - 1933     GOOD             NGS
 HX1939
 HX1939                          STATION DESCRIPTION
 HX1939
 HX1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX1939'0.4 MI W FROM SHELTON.
 HX1939'0.4 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1939'STATION AT SHELTON, 5 RAILS WEST OF THE WEST END OF A PASSING
 HX1939'TRACK, AT BRIDGE 394, IN THE TOP OF THE NORTH END OF THE EAST
 HX1939'MASONRY ABUTMENT 7 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 HX1939'AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1945 ***********************************************************************
 HX1945  DESIGNATION -  RV 72
 HX1945  PID         -  HX1945
 HX1945  STATE/COUNTY-  WV/CLAY
 HX1945  USGS QUAD   -  ELKHURST (1976)
 HX1945
 HX1945                         *CURRENT SURVEY CONTROL
 HX1945  ___________________________________________________________________
 HX1945* NAD 83(1986)-  38 29 29.     (N)    081 13 03.     (W)     SCALED    
 HX1945* NAVD 88     -       198.237  (meters)     650.38   (feet)  ADJUSTED  
 HX1945  ___________________________________________________________________
 HX1945  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HX1945  DYNAMIC HT  -         198.103 (meters)     649.94  (feet)  COMP
 HX1945  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 HX1945
 HX1945  VERT ORDER  -  SECOND    CLASS 0
 HX1945
 HX1945.The horizontal coordinates were scaled from a topographic map and have
 HX1945.an estimated accuracy of +/- 6 seconds.
 HX1945
 HX1945.The orthometric height was determined by differential leveling
 HX1945.and adjusted by the National Geodetic Survey in June 1991..
 HX1945
 HX1945.The geoid height was determined by GEOID03.
 HX1945
 HX1945.The dynamic height is computed by dividing the NAVD 88
 HX1945.geopotential number by the normal gravity value computed on the
 HX1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1945.degrees latitude (g = 980.6199 gals.).
 HX1945
 HX1945.The modeled gravity was interpolated from observed gravity values.
 HX1945
 HX1945;                    North         East    Units  Estimated Accuracy
 HX1945;SPC WV S     -   165,550.      581,030.      MT  (+/- 180 meters Scaled)
 HX1945
 HX1945                          SUPERSEDED SURVEY CONTROL
 HX1945
 HX1945  NGVD 29 (??/??/92)  198.421  (m)          650.99   (f) ADJ UNCH    2 0
 HX1945
 HX1945.Superseded values are not recommended for survey control.
 HX1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1945.See file dsdata.txt to determine how the superseded data were derived.
 HX1945
 HX1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC810603(NAD 83)
 HX1945_MARKER: R = RIVET
 HX1945_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1945_SP_SET: UNDERPASS ARCH
 HX1945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1945
 HX1945  HISTORY     - Date     Condition        Report By
 HX1945  HISTORY     - UNK      MONUMENTED       BORR
 HX1945  HISTORY     - 1933     GOOD             NGS
 HX1945
 HX1945                          STATION DESCRIPTION
 HX1945
 HX1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HX1945'AT CAMP.
 HX1945'AT CAMP, CLAY COUNTY, 11.5 RAILS SOUTH OF THE BALTIMORE AND OHIO
 HX1945'RAILROAD STATION, AT THE UNDERPASS OF A DIRT ROAD, IN THE TOP OF
 HX1945'THE SOUTH END OF THE WEST HEADWALL OF THE MASONRY ARCH, 16 FEET
 HX1945'WEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE
 HX1945'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1949 ***********************************************************************
 HX1949  DESIGNATION -  RV 73
 HX1949  PID         -  HX1949
 HX1949  STATE/COUNTY-  WV/KANAWHA
 HX1949  USGS QUAD   -  CLENDENIN (1976)
 HX1949
 HX1949                         *CURRENT SURVEY CONTROL
 HX1949  ___________________________________________________________________
 HX1949* NAD 83(1986)-  38 28 15.     (N)    081 17 01.     (W)     SCALED    
 HX1949* NAVD 88     -       195.054  (meters)     639.94   (feet)  ADJUSTED  
 HX1949  ___________________________________________________________________
 HX1949  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HX1949  DYNAMIC HT  -         194.921 (meters)     639.50  (feet)  COMP
 HX1949  MODELED GRAV-     979,943.9   (mgal)                       NAVD 88
 HX1949
 HX1949  VERT ORDER  -  SECOND    CLASS 0
 HX1949
 HX1949.The horizontal coordinates were scaled from a topographic map and have
 HX1949.an estimated accuracy of +/- 6 seconds.
 HX1949
 HX1949.The orthometric height was determined by differential leveling
 HX1949.and adjusted by the National Geodetic Survey in June 1991..
 HX1949
 HX1949.The geoid height was determined by GEOID03.
 HX1949
 HX1949.The dynamic height is computed by dividing the NAVD 88
 HX1949.geopotential number by the normal gravity value computed on the
 HX1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1949.degrees latitude (g = 980.6199 gals.).
 HX1949
 HX1949.The modeled gravity was interpolated from observed gravity values.
 HX1949
 HX1949;                    North         East    Units  Estimated Accuracy
 HX1949;SPC WV S     -   163,290.      575,250.      MT  (+/- 180 meters Scaled)
 HX1949
 HX1949                          SUPERSEDED SURVEY CONTROL
 HX1949
 HX1949  NGVD 29 (??/??/92)  195.237  (m)          640.54   (f) ADJ UNCH    2 0
 HX1949
 HX1949.Superseded values are not recommended for survey control.
 HX1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1949.See file dsdata.txt to determine how the superseded data were derived.
 HX1949
 HX1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC752580(NAD 83)
 HX1949_MARKER: R = RIVET
 HX1949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1949_SP_SET: ABUTMENT
 HX1949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1949
 HX1949  HISTORY     - Date     Condition        Report By
 HX1949  HISTORY     - UNK      MONUMENTED       BORR
 HX1949  HISTORY     - 1948     GOOD             NGS
 HX1949
 HX1949                          STATION DESCRIPTION
 HX1949
 HX1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HX1949'NEAR QUEEN SHOALS.
 HX1949'ABOUT 8 RAILS WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1949'THE CROSSING AT QUEEN SHOALS, AT BRIDGE 242, IN THE TOP OF THE
 HX1949'NORTH END OF THE CONCRETE ABUTMENT, 9 FEET NORTH OF THE CENTERLINE
 HX1949'OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 HX1949'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1578 ***********************************************************************
 HX1578  DESIGNATION -  RV 75
 HX1578  PID         -  HX1578
 HX1578  STATE/COUNTY-  WV/BRAXTON
 HX1578  USGS QUAD   -  ERBACON (1976)
 HX1578
 HX1578                         *CURRENT SURVEY CONTROL
 HX1578  ___________________________________________________________________
 HX1578* NAD 83(1986)-  38 35 54.     (N)    080 34 24.     (W)     SCALED    
 HX1578* NAVD 88     -       310.085  (meters)    1017.34   (feet)  ADJUSTED  
 HX1578  ___________________________________________________________________
 HX1578  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HX1578  DYNAMIC HT  -         309.868 (meters)    1016.63  (feet)  COMP
 HX1578  MODELED GRAV-     979,919.5   (mgal)                       NAVD 88
 HX1578
 HX1578  VERT ORDER  -  SECOND    CLASS 0
 HX1578
 HX1578.The horizontal coordinates were scaled from a topographic map and have
 HX1578.an estimated accuracy of +/- 6 seconds.
 HX1578
 HX1578.The orthometric height was determined by differential leveling
 HX1578.and adjusted by the National Geodetic Survey in June 1991..
 HX1578
 HX1578.The geoid height was determined by GEOID03.
 HX1578
 HX1578.The dynamic height is computed by dividing the NAVD 88
 HX1578.geopotential number by the normal gravity value computed on the
 HX1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1578.degrees latitude (g = 980.6199 gals.).
 HX1578
 HX1578.The modeled gravity was interpolated from observed gravity values.
 HX1578
 HX1578;                    North         East    Units  Estimated Accuracy
 HX1578;SPC WV S     -   177,490.      637,170.      MT  (+/- 180 meters Scaled)
 HX1578
 HX1578                          SUPERSEDED SURVEY CONTROL
 HX1578
 HX1578  NGVD 29 (??/??/92)  310.270  (m)         1017.94   (f) ADJ UNCH    2 0
 HX1578
 HX1578.Superseded values are not recommended for survey control.
 HX1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1578.See file dsdata.txt to determine how the superseded data were derived.
 HX1578
 HX1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC371722(NAD 83)
 HX1578_MARKER: R = RIVET
 HX1578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1578_SP_SET: ABUTMENT
 HX1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1578
 HX1578  HISTORY     - Date     Condition        Report By
 HX1578  HISTORY     - UNK      MONUMENTED       BORR
 HX1578  HISTORY     - 1962     GOOD             NGS
 HX1578
 HX1578                          STATION DESCRIPTION
 HX1578
 HX1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1578'1.2 MI S FROM CENTRALIA.
 HX1578'ABOUT 1.2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1578'FROM THE STATION AT CENTRALIA, 0.1 MILE SOUTH OF POLE 97-20, 15
 HX1578'FEET WEST OF WEST RAIL, ABOUT 1/2 FOOT BELOW THE LEVEL OF
 HX1578'TRACK, AND IS MONEL-METAL RIVET SET ON TOP OF WEST END OF NORTH
 HX1578'ABUTMENT OF TRESTLE OVER CAMP CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1582 ***********************************************************************
 HX1582  DESIGNATION -  RV 76
 HX1582  PID         -  HX1582
 HX1582  STATE/COUNTY-  WV/WEBSTER
 HX1582  USGS QUAD   -  ERBACON (1976)
 HX1582
 HX1582                         *CURRENT SURVEY CONTROL
 HX1582  ___________________________________________________________________
 HX1582* NAD 83(1986)-  38 34 37.     (N)    080 34 50.     (W)     SCALED    
 HX1582* NAVD 88     -       356.798  (meters)    1170.59   (feet)  ADJUSTED  
 HX1582  ___________________________________________________________________
 HX1582  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HX1582  DYNAMIC HT  -         356.545 (meters)    1169.76  (feet)  COMP
 HX1582  MODELED GRAV-     979,909.3   (mgal)                       NAVD 88
 HX1582
 HX1582  VERT ORDER  -  SECOND    CLASS 0
 HX1582
 HX1582.The horizontal coordinates were scaled from a topographic map and have
 HX1582.an estimated accuracy of +/- 6 seconds.
 HX1582
 HX1582.The orthometric height was determined by differential leveling
 HX1582.and adjusted by the National Geodetic Survey in June 1991..
 HX1582
 HX1582.The geoid height was determined by GEOID03.
 HX1582
 HX1582.The dynamic height is computed by dividing the NAVD 88
 HX1582.geopotential number by the normal gravity value computed on the
 HX1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1582.degrees latitude (g = 980.6199 gals.).
 HX1582
 HX1582.The modeled gravity was interpolated from observed gravity values.
 HX1582
 HX1582;                    North         East    Units  Estimated Accuracy
 HX1582;SPC WV S     -   175,110.      636,550.      MT  (+/- 180 meters Scaled)
 HX1582
 HX1582                          SUPERSEDED SURVEY CONTROL
 HX1582
 HX1582  NGVD 29 (??/??/92)  356.952  (m)         1171.10   (f) ADJ UNCH    2 0
 HX1582
 HX1582.Superseded values are not recommended for survey control.
 HX1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1582.See file dsdata.txt to determine how the superseded data were derived.
 HX1582
 HX1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC365699(NAD 83)
 HX1582_MARKER: R = RIVET
 HX1582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1582_SP_SET: ABUTMENT
 HX1582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1582
 HX1582  HISTORY     - Date     Condition        Report By
 HX1582  HISTORY     - UNK      MONUMENTED       BORR
 HX1582  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1582
 HX1582                          STATION DESCRIPTION
 HX1582
 HX1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1582'0.5 MI S FROM PRESTONIA.
 HX1582'IN WEBSTER COUNTY, 0.5 MILE SOUTH ALONG THE BALTIMORE AND OHIO
 HX1582'RAILROAD FROM THE FLAG STOP AT PRESTONIA, BRAXTON COUNTY, AT
 HX1582'BRIDGE 78 B OVER LAUREL CREEK, IN THE TOP OF THE WEST END OF THE
 HX1582'SOUTH ABUTMENT, 5 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND
 HX1582'3 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1585 ***********************************************************************
 HX1585  DESIGNATION -  RV 77
 HX1585  PID         -  HX1585
 HX1585  STATE/COUNTY-  WV/WEBSTER
 HX1585  USGS QUAD   -  ERBACON (1976)
 HX1585
 HX1585                         *CURRENT SURVEY CONTROL
 HX1585  ___________________________________________________________________
 HX1585* NAD 83(1986)-  38 33 46.     (N)    080 34 17.     (W)     SCALED    
 HX1585* NAVD 88     -       398.552  (meters)    1307.58   (feet)  ADJUSTED  
 HX1585  ___________________________________________________________________
 HX1585  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 HX1585  DYNAMIC HT  -         398.269 (meters)    1306.65  (feet)  COMP
 HX1585  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 HX1585
 HX1585  VERT ORDER  -  SECOND    CLASS 0
 HX1585
 HX1585.The horizontal coordinates were scaled from a topographic map and have
 HX1585.an estimated accuracy of +/- 6 seconds.
 HX1585
 HX1585.The orthometric height was determined by differential leveling
 HX1585.and adjusted by the National Geodetic Survey in June 1991..
 HX1585
 HX1585.The geoid height was determined by GEOID03.
 HX1585
 HX1585.The dynamic height is computed by dividing the NAVD 88
 HX1585.geopotential number by the normal gravity value computed on the
 HX1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1585.degrees latitude (g = 980.6199 gals.).
 HX1585
 HX1585.The modeled gravity was interpolated from observed gravity values.
 HX1585
 HX1585;                    North         East    Units  Estimated Accuracy
 HX1585;SPC WV S     -   173,540.      637,350.      MT  (+/- 180 meters Scaled)
 HX1585
 HX1585                          SUPERSEDED SURVEY CONTROL
 HX1585
 HX1585  NGVD 29 (??/??/92)  398.702  (m)         1308.07   (f) ADJ UNCH    2 0
 HX1585
 HX1585.Superseded values are not recommended for survey control.
 HX1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1585.See file dsdata.txt to determine how the superseded data were derived.
 HX1585
 HX1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC373683(NAD 83)
 HX1585_MARKER: R = RIVET
 HX1585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1585_SP_SET: BRIDGE SEAT
 HX1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1585
 HX1585  HISTORY     - Date     Condition        Report By
 HX1585  HISTORY     - UNK      MONUMENTED       BORR
 HX1585  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1585
 HX1585                          STATION DESCRIPTION
 HX1585
 HX1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1585'3.4 MI N FROM ERBACON.
 HX1585'3.4 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1585'STATION AT ERBACON, WEBSTER COUNTY, ON THE INSIDE OF A LONG
 HX1585'CURVE, AT BRIDGE 80 A, IN THE TOP OF THE WEST END OF THE SOUTH
 HX1585'BRIDGE SEAT, 11 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 HX1585'4 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1586 ***********************************************************************
 HX1586  DESIGNATION -  RV 78
 HX1586  PID         -  HX1586
 HX1586  STATE/COUNTY-  WV/WEBSTER
 HX1586  USGS QUAD   -  ERBACON (1976)
 HX1586
 HX1586                         *CURRENT SURVEY CONTROL
 HX1586  ___________________________________________________________________
 HX1586* NAD 83(1986)-  38 33 27.     (N)    080 34 22.     (W)     SCALED    
 HX1586* NAVD 88     -       410.836  (meters)    1347.88   (feet)  ADJUSTED  
 HX1586  ___________________________________________________________________
 HX1586  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 HX1586  DYNAMIC HT  -         410.543 (meters)    1346.92  (feet)  COMP
 HX1586  MODELED GRAV-     979,904.4   (mgal)                       NAVD 88
 HX1586
 HX1586  VERT ORDER  -  SECOND    CLASS 0
 HX1586
 HX1586.The horizontal coordinates were scaled from a topographic map and have
 HX1586.an estimated accuracy of +/- 6 seconds.
 HX1586
 HX1586.The orthometric height was determined by differential leveling
 HX1586.and adjusted by the National Geodetic Survey in June 1991..
 HX1586
 HX1586.The geoid height was determined by GEOID03.
 HX1586
 HX1586.The dynamic height is computed by dividing the NAVD 88
 HX1586.geopotential number by the normal gravity value computed on the
 HX1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1586.degrees latitude (g = 980.6199 gals.).
 HX1586
 HX1586.The modeled gravity was interpolated from observed gravity values.
 HX1586
 HX1586;                    North         East    Units  Estimated Accuracy
 HX1586;SPC WV S     -   172,950.      637,240.      MT  (+/- 180 meters Scaled)
 HX1586
 HX1586                          SUPERSEDED SURVEY CONTROL
 HX1586
 HX1586  NGVD 29 (??/??/92)  410.983  (m)         1348.37   (f) ADJ UNCH    2 0
 HX1586
 HX1586.Superseded values are not recommended for survey control.
 HX1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1586.See file dsdata.txt to determine how the superseded data were derived.
 HX1586
 HX1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC372677(NAD 83)
 HX1586_MARKER: R = RIVET
 HX1586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1586_SP_SET: ABUTMENT
 HX1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1586
 HX1586  HISTORY     - Date     Condition        Report By
 HX1586  HISTORY     - UNK      MONUMENTED       BORR
 HX1586  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1586
 HX1586                          STATION DESCRIPTION
 HX1586
 HX1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1586'3 MI N FROM ERBACON.
 HX1586'3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1586'STATION AT ERBACON, WEBSTER COUNTY, AT BRIDGE 80 B OVER LAUREL
 HX1586'CREEK, IN TOP OF THE WEST END OF THE NORTH ABUTMENT, 11 FEET
 HX1586'WEST OF THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE
 HX1586'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1589 ***********************************************************************
 HX1589  DESIGNATION -  RV 79
 HX1589  PID         -  HX1589
 HX1589  STATE/COUNTY-  WV/WEBSTER
 HX1589  USGS QUAD   -  ERBACON (1976)
 HX1589
 HX1589                         *CURRENT SURVEY CONTROL
 HX1589  ___________________________________________________________________
 HX1589* NAD 83(1986)-  38 32 43.     (N)    080 34 34.     (W)     SCALED    
 HX1589* NAVD 88     -       431.953  (meters)    1417.17   (feet)  ADJUSTED  
 HX1589  ___________________________________________________________________
 HX1589  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HX1589  DYNAMIC HT  -         431.644 (meters)    1416.15  (feet)  COMP
 HX1589  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 HX1589
 HX1589  VERT ORDER  -  SECOND    CLASS 0
 HX1589
 HX1589.The horizontal coordinates were scaled from a topographic map and have
 HX1589.an estimated accuracy of +/- 6 seconds.
 HX1589
 HX1589.The orthometric height was determined by differential leveling
 HX1589.and adjusted by the National Geodetic Survey in June 1991..
 HX1589
 HX1589.The geoid height was determined by GEOID03.
 HX1589
 HX1589.The dynamic height is computed by dividing the NAVD 88
 HX1589.geopotential number by the normal gravity value computed on the
 HX1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1589.degrees latitude (g = 980.6199 gals.).
 HX1589
 HX1589.The modeled gravity was interpolated from observed gravity values.
 HX1589
 HX1589;                    North         East    Units  Estimated Accuracy
 HX1589;SPC WV S     -   171,600.      636,950.      MT  (+/- 180 meters Scaled)
 HX1589
 HX1589                          SUPERSEDED SURVEY CONTROL
 HX1589
 HX1589  NGVD 29 (??/??/92)  432.097  (m)         1417.64   (f) ADJ UNCH    2 0
 HX1589
 HX1589.Superseded values are not recommended for survey control.
 HX1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1589.See file dsdata.txt to determine how the superseded data were derived.
 HX1589
 HX1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC369664(NAD 83)
 HX1589_MARKER: R = RIVET
 HX1589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1589_SP_SET: ABUTMENT
 HX1589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1589
 HX1589  HISTORY     - Date     Condition        Report By
 HX1589  HISTORY     - UNK      MONUMENTED       BORR
 HX1589  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1589
 HX1589                          STATION DESCRIPTION
 HX1589
 HX1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1589'2.2 MI N FROM ERBACON.
 HX1589'2.2 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1589'STATION AT ERBACON, WEBSTER COUNTY, 4 RAILS SOUTH OF POLE 8115,
 HX1589'AT BRIDGE 81 A, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT,
 HX1589'7 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER
 HX1589'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0752 ***********************************************************************
 JW0752  DESIGNATION -  RV 8
 JW0752  PID         -  JW0752
 JW0752  STATE/COUNTY-  WV/MINERAL
 JW0752  USGS QUAD   -  MOUNT STORM (1981)
 JW0752
 JW0752                         *CURRENT SURVEY CONTROL
 JW0752  ___________________________________________________________________
 JW0752* NAD 83(1986)-  39 21 47.     (N)    079 12 54.     (W)     SCALED    
 JW0752* NAVD 88     -       537.998  (meters)    1765.08   (feet)  ADJUSTED  
 JW0752  ___________________________________________________________________
 JW0752  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JW0752  DYNAMIC HT  -         537.622 (meters)    1763.85  (feet)  COMP
 JW0752  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 JW0752
 JW0752  VERT ORDER  -  SECOND    CLASS 0
 JW0752
 JW0752.The horizontal coordinates were scaled from a topographic map and have
 JW0752.an estimated accuracy of +/- 6 seconds.
 JW0752
 JW0752.The orthometric height was determined by differential leveling
 JW0752.and adjusted by the National Geodetic Survey in June 1991..
 JW0752
 JW0752.The geoid height was determined by GEOID03.
 JW0752
 JW0752.The dynamic height is computed by dividing the NAVD 88
 JW0752.geopotential number by the normal gravity value computed on the
 JW0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0752.degrees latitude (g = 980.6199 gals.).
 JW0752
 JW0752.The modeled gravity was interpolated from observed gravity values.
 JW0752
 JW0752;                    North         East    Units  Estimated Accuracy
 JW0752;SPC WV N     -    95,850.      624,560.      MT  (+/- 180 meters Scaled)
 JW0752
 JW0752                          SUPERSEDED SURVEY CONTROL
 JW0752
 JW0752  NGVD 29 (??/??/92)  538.14   (m)         1765.5    (f) COMPUTED    2 0
 JW0752
 JW0752.Superseded values are not recommended for survey control.
 JW0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0752.See file dsdata.txt to determine how the superseded data were derived.
 JW0752
 JW0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD537585(NAD 83)
 JW0752_MARKER: R = RIVET
 JW0752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0752_SP_SET: BRIDGE
 JW0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0752
 JW0752  HISTORY     - Date     Condition        Report By
 JW0752  HISTORY     - UNK      MONUMENTED       WMRR
 JW0752  HISTORY     - 1935     GOOD             NGS
 JW0752
 JW0752                          STATION DESCRIPTION
 JW0752
 JW0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0752'1.4 MI SW FROM HARRISON.
 JW0752'1.4 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0752'STATION AT HARRISON, MINERAL COUNTY, 0.7 MILE SOUTHWEST OF
 JW0752'MILEPOST C 47, AT A CONCRETE BRIDGE, IN THE TOP OF THE NORTHWEST
 JW0752'CORNER OF THE EAST WALL, AND 12 FEET NORTH OF THE CENTERLINE OF
 JW0752'THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0857 ***********************************************************************
 KY0857  DESIGNATION -  RV 8
 KY0857  PID         -  KY0857
 KY0857  STATE/COUNTY-  WV/OHIO
 KY0857  USGS QUAD   -  VALLEY GROVE (1981)
 KY0857
 KY0857                         *CURRENT SURVEY CONTROL
 KY0857  ___________________________________________________________________
 KY0857* NAD 83(1986)-  40 03 19.     (N)    080 37 15.     (W)     SCALED    
 KY0857* NAVD 88     -       223.730  (meters)     734.02   (feet)  ADJUSTED  
 KY0857  ___________________________________________________________________
 KY0857  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY0857  DYNAMIC HT  -         223.604 (meters)     733.61  (feet)  COMP
 KY0857  MODELED GRAV-     980,060.7   (mgal)                       NAVD 88
 KY0857
 KY0857  VERT ORDER  -  SECOND    CLASS 0
 KY0857
 KY0857.The horizontal coordinates were scaled from a topographic map and have
 KY0857.an estimated accuracy of +/- 6 seconds.
 KY0857
 KY0857.The orthometric height was determined by differential leveling
 KY0857.and adjusted by the National Geodetic Survey in June 1991..
 KY0857
 KY0857.The geoid height was determined by GEOID03.
 KY0857
 KY0857.The dynamic height is computed by dividing the NAVD 88
 KY0857.geopotential number by the normal gravity value computed on the
 KY0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0857.degrees latitude (g = 980.6199 gals.).
 KY0857
 KY0857.The modeled gravity was interpolated from observed gravity values.
 KY0857
 KY0857;                    North         East    Units  Estimated Accuracy
 KY0857;SPC WV N     -   173,260.      504,370.      MT  (+/- 180 meters Scaled)
 KY0857
 KY0857                          SUPERSEDED SURVEY CONTROL
 KY0857
 KY0857  NGVD 29 (??/??/92)  223.92   (m)          734.6    (f) COMPUTED    2 0
 KY0857
 KY0857.Superseded values are not recommended for survey control.
 KY0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0857.See file dsdata.txt to determine how the superseded data were derived.
 KY0857
 KY0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE323339(NAD 83)
 KY0857_MARKER: R = RIVET
 KY0857_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0857_SP_SET: CON BRIDGE
 KY0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0857
 KY0857  HISTORY     - Date     Condition        Report By
 KY0857  HISTORY     - UNK      MONUMENTED       BORR
 KY0857  HISTORY     - 1935     GOOD             NGS
 KY0857  HISTORY     - 1960     MARK NOT FOUND   NGS
 KY0857
 KY0857                          STATION DESCRIPTION
 KY0857
 KY0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY0857'AT TRIADELPHIA.
 KY0857'AT TRIADELPHIA, OHIO COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 KY0857'AT CONCRETE BRIDGE 182, AND IN THE TOP OF THE NORTHEAST CORNER.  A
 KY0857'STANDARD MONEL-METAL RIVET.
 KY0857
 KY0857                          STATION RECOVERY (1960)
 KY0857
 KY0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0827 ***********************************************************************
 JW0827  DESIGNATION -  RV 8
 JW0827  PID         -  JW0827
 JW0827  STATE/COUNTY-  WV/PRESTON
 JW0827  USGS QUAD   -  KINGWOOD (1976)
 JW0827
 JW0827                         *CURRENT SURVEY CONTROL
 JW0827  ___________________________________________________________________
 JW0827* NAD 83(1986)-  39 29 07.     (N)    079 38 11.     (W)     SCALED    
 JW0827* NAVD 88     -       381.399  (meters)    1251.31   (feet)  ADJUSTED  
 JW0827  ___________________________________________________________________
 JW0827  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JW0827  DYNAMIC HT  -         381.164 (meters)    1250.54  (feet)  COMP
 JW0827  MODELED GRAV-     979,998.2   (mgal)                       NAVD 88
 JW0827
 JW0827  VERT ORDER  -  SECOND    CLASS 0
 JW0827
 JW0827.The horizontal coordinates were scaled from a topographic map and have
 JW0827.an estimated accuracy of +/- 6 seconds.
 JW0827
 JW0827.The orthometric height was determined by differential leveling
 JW0827.and adjusted by the National Geodetic Survey in June 1991..
 JW0827
 JW0827.The geoid height was determined by GEOID03.
 JW0827
 JW0827.The dynamic height is computed by dividing the NAVD 88
 JW0827.geopotential number by the normal gravity value computed on the
 JW0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0827.degrees latitude (g = 980.6199 gals.).
 JW0827
 JW0827.The modeled gravity was interpolated from observed gravity values.
 JW0827
 JW0827;                    North         East    Units  Estimated Accuracy
 JW0827;SPC WV N     -   109,390.      588,270.      MT  (+/- 180 meters Scaled)
 JW0827
 JW0827                          SUPERSEDED SURVEY CONTROL
 JW0827
 JW0827  NGVD 29 (??/??/92)  381.580  (m)         1251.90   (f) ADJ UNCH    2 0
 JW0827
 JW0827.Superseded values are not recommended for survey control.
 JW0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0827.See file dsdata.txt to determine how the superseded data were derived.
 JW0827
 JW0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD172715(NAD 83)
 JW0827_MARKER: R = RIVET
 JW0827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0827_SP_SET: BRIDGE
 JW0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0827
 JW0827  HISTORY     - Date     Condition        Report By
 JW0827  HISTORY     - UNK      MONUMENTED       BORR
 JW0827  HISTORY     - 1935     GOOD             NGS
 JW0827
 JW0827                          STATION DESCRIPTION
 JW0827
 JW0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0827'0.6 MI S FROM ALBRIGHT.
 JW0827'0.6 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0827'STATION AT ALBRIGHT, PRESTON COUNTY, 75 FEET SOUTHWEST OF THE
 JW0827'FIRST POLE SOUTH OF MILEAGE SIGN 34.15, AT A BRIDGE, IN THE TOP
 JW0827'OF THE NORTH STONE ABUTMENT, AND 6 FEET WEST OF THE WEST RAIL.  A
 JW0827'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1886 ***********************************************************************
 HW1886  DESIGNATION -  RV 8 WMRR
 HW1886  PID         -  HW1886
 HW1886  STATE/COUNTY-  WV/RANDOLPH
 HW1886  USGS QUAD   -  JUNIOR (1976)
 HW1886
 HW1886                         *CURRENT SURVEY CONTROL
 HW1886  ___________________________________________________________________
 HW1886* NAD 83(1986)-  38 56 48.     (N)    079 57 38.     (W)     SCALED    
 HW1886* NAVD 88     -       565.003  (meters)    1853.68   (feet)  ADJUSTED  
 HW1886  ___________________________________________________________________
 HW1886  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HW1886  DYNAMIC HT  -         564.608 (meters)    1852.38  (feet)  COMP
 HW1886  MODELED GRAV-     979,909.2   (mgal)                       NAVD 88
 HW1886
 HW1886  VERT ORDER  -  FIRST     CLASS II
 HW1886
 HW1886.The horizontal coordinates were scaled from a topographic map and have
 HW1886.an estimated accuracy of +/- 6 seconds.
 HW1886
 HW1886.The orthometric height was determined by differential leveling
 HW1886.and adjusted by the National Geodetic Survey in June 1991..
 HW1886
 HW1886.The geoid height was determined by GEOID03.
 HW1886
 HW1886.The dynamic height is computed by dividing the NAVD 88
 HW1886.geopotential number by the normal gravity value computed on the
 HW1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1886.degrees latitude (g = 980.6199 gals.).
 HW1886
 HW1886.The modeled gravity was interpolated from observed gravity values.
 HW1886
 HW1886;                    North         East    Units  Estimated Accuracy
 HW1886;SPC WV S     -   216,570.      690,110.      MT  (+/- 180 meters Scaled)
 HW1886
 HW1886                          SUPERSEDED SURVEY CONTROL
 HW1886
 HW1886  NGVD 29 (??/??/92)  565.174  (m)         1854.24   (f) ADJ UNCH    1 2
 HW1886
 HW1886.Superseded values are not recommended for survey control.
 HW1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1886.See file dsdata.txt to determine how the superseded data were derived.
 HW1886
 HW1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND900113(NAD 83)
 HW1886_MARKER: R = RIVET
 HW1886_SETTING: 80 = SET IN A BOULDER
 HW1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1886+STABILITY: SURFACE MOTION
 HW1886
 HW1886  HISTORY     - Date     Condition        Report By
 HW1886  HISTORY     - UNK      MONUMENTED       WMRR
 HW1886  HISTORY     - 1962     GOOD             NGS
 HW1886  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1886
 HW1886                          STATION DESCRIPTION
 HW1886
 HW1886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1886'1.3 MI N FROM NORTON.
 HW1886'ABOUT 0.5 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW1886'OFFICE AT NORTON, THENCE ABOUT 0.1 MILE SOUTHEAST ALONG THE
 HW1886'BALTIMORE AND OHIO RAILROAD, THENCE ABOUT 0.7 MILE NORTH ALONG
 HW1886'THE WESTERN MARYLAND RAILWAY THAT FOLLOWS ALONG THE EASTERN SIDE
 HW1886'OF THE TYGART RIVER, SET ON TOP OF AN EMBEDED BOULDER THAT IS
 HW1886'ABOUT 3-BY 4-FOOT LONG, 22 FEET WEST OF AN OLD WATER TANK FOUNDATION,
 HW1886'13 FEET NORTH OF THE NORTH RAIL OF THE TRACK, AND ABOUT LEVEL
 HW1886'WITH THE TRACK.
 HW1886
 HW1886                          STATION RECOVERY (1983)
 HW1886
 HW1886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1886'NOT RECOVERED, THE DESCRIPTION IS NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0997 ***********************************************************************
 HX0997  DESIGNATION -  RV 80
 HX0997  PID         -  HX0997
 HX0997  STATE/COUNTY-  WV/WEBSTER
 HX0997  USGS QUAD   -  COWEN (1995)
 HX0997
 HX0997                         *CURRENT SURVEY CONTROL
 HX0997  ___________________________________________________________________
 HX0997* NAD 83(1986)-  38 28 47.     (N)    080 33 32.     (W)     SCALED    
 HX0997* NAVD 88     -       516.115  (meters)    1693.29   (feet)  ADJUSTED  
 HX0997  ___________________________________________________________________
 HX0997  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HX0997  DYNAMIC HT  -         515.732 (meters)    1692.03  (feet)  COMP
 HX0997  MODELED GRAV-     979,869.2   (mgal)                       NAVD 88
 HX0997
 HX0997  VERT ORDER  -  SECOND    CLASS 0
 HX0997
 HX0997.The horizontal coordinates were scaled from a topographic map and have
 HX0997.an estimated accuracy of +/- 6 seconds.
 HX0997
 HX0997.The orthometric height was determined by differential leveling
 HX0997.and adjusted by the National Geodetic Survey in June 1991..
 HX0997
 HX0997.The geoid height was determined by GEOID03.
 HX0997
 HX0997.The dynamic height is computed by dividing the NAVD 88
 HX0997.geopotential number by the normal gravity value computed on the
 HX0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0997.degrees latitude (g = 980.6199 gals.).
 HX0997
 HX0997.The modeled gravity was interpolated from observed gravity values.
 HX0997
 HX0997;                    North         East    Units  Estimated Accuracy
 HX0997;SPC WV S     -   164,330.      638,490.      MT  (+/- 180 meters Scaled)
 HX0997
 HX0997                          SUPERSEDED SURVEY CONTROL
 HX0997
 HX0997  NGVD 29 (??/??/92)  516.27   (m)         1693.8    (f) COMPUTED    2 0
 HX0997
 HX0997.Superseded values are not recommended for survey control.
 HX0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0997.See file dsdata.txt to determine how the superseded data were derived.
 HX0997
 HX0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC384591(NAD 83)
 HX0997_MARKER: R = RIVET
 HX0997_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0997_SP_SET: ABUTMENT
 HX0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0997
 HX0997  HISTORY     - Date     Condition        Report By
 HX0997  HISTORY     - UNK      MONUMENTED       CGS
 HX0997  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0997
 HX0997                          STATION DESCRIPTION
 HX0997
 HX0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0997'1.3 MI S FROM WAINVILLE.
 HX0997'1.3 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX0997'STATION AT WAINVILLE, WEBSTER COUNTY, ABOUT 5 RAIL SOUTH OF A
 HX0997'DIRT-ROAD CROSSING, ABOUT 60 YARDS SOUTHEAST OF A SMALL GRIST
 HX0997'MILL, AT BRIDGE 87 A, IN THE TOP OF THE EAST END OF THE NORTH
 HX0997'ABUTMENT, 8 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 1
 HX0997'FOOT LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0998 ***********************************************************************
 HX0998  DESIGNATION -  RV 81
 HX0998  PID         -  HX0998
 HX0998  STATE/COUNTY-  WV/WEBSTER
 HX0998  USGS QUAD   -  COWEN (1995)
 HX0998
 HX0998                         *CURRENT SURVEY CONTROL
 HX0998  ___________________________________________________________________
 HX0998* NAD 83(1986)-  38 28 52.     (N)    080 33 25.     (W)     SCALED    
 HX0998* NAVD 88     -       520.549  (meters)    1707.83   (feet)  ADJUSTED  
 HX0998  ___________________________________________________________________
 HX0998  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HX0998  DYNAMIC HT  -         520.162 (meters)    1706.56  (feet)  COMP
 HX0998  MODELED GRAV-     979,869.4   (mgal)                       NAVD 88
 HX0998
 HX0998  VERT ORDER  -  SECOND    CLASS 0
 HX0998
 HX0998.The horizontal coordinates were scaled from a topographic map and have
 HX0998.an estimated accuracy of +/- 6 seconds.
 HX0998
 HX0998.The orthometric height was determined by differential leveling
 HX0998.and adjusted by the National Geodetic Survey in June 1991..
 HX0998
 HX0998.The geoid height was determined by GEOID03.
 HX0998
 HX0998.The dynamic height is computed by dividing the NAVD 88
 HX0998.geopotential number by the normal gravity value computed on the
 HX0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0998.degrees latitude (g = 980.6199 gals.).
 HX0998
 HX0998.The modeled gravity was interpolated from observed gravity values.
 HX0998
 HX0998;                    North         East    Units  Estimated Accuracy
 HX0998;SPC WV S     -   164,480.      638,660.      MT  (+/- 180 meters Scaled)
 HX0998
 HX0998                          SUPERSEDED SURVEY CONTROL
 HX0998
 HX0998  NGVD 29 (??/??/92)  520.71   (m)         1708.4    (f) COMPUTED    2 0
 HX0998
 HX0998.Superseded values are not recommended for survey control.
 HX0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0998.See file dsdata.txt to determine how the superseded data were derived.
 HX0998
 HX0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC386592(NAD 83)
 HX0998_MARKER: R = RIVET
 HX0998_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0998_SP_SET: ABUTMENT
 HX0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0998
 HX0998  HISTORY     - Date     Condition        Report By
 HX0998  HISTORY     - UNK      MONUMENTED       BORR
 HX0998  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0998
 HX0998                          STATION DESCRIPTION
 HX0998
 HX0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0998'1.4 MI S FROM WAINVILLE.
 HX0998'1.4 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX0998'STATION AT WAINVILLE, WEBSTER COUNTY, AT BRIDGE 87 B OVER
 HX0998'LAUREL CREEK, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT,
 HX0998'13 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 2 FEET LOWER
 HX0998'THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1002 ***********************************************************************
 HX1002  DESIGNATION -  RV 82
 HX1002  PID         -  HX1002
 HX1002  STATE/COUNTY-  WV/WEBSTER
 HX1002  USGS QUAD   -  COWEN (1995)
 HX1002
 HX1002                         *CURRENT SURVEY CONTROL
 HX1002  ___________________________________________________________________
 HX1002* NAD 83(1986)-  38 28 24.     (N)    080 32 39.     (W)     SCALED    
 HX1002* NAVD 88     -       546.025  (meters)    1791.42   (feet)  ADJUSTED  
 HX1002  ___________________________________________________________________
 HX1002  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HX1002  DYNAMIC HT  -         545.616 (meters)    1790.08  (feet)  COMP
 HX1002  MODELED GRAV-     979,863.2   (mgal)                       NAVD 88
 HX1002
 HX1002  VERT ORDER  -  SECOND    CLASS 0
 HX1002
 HX1002.The horizontal coordinates were scaled from a topographic map and have
 HX1002.an estimated accuracy of +/- 6 seconds.
 HX1002
 HX1002.The orthometric height was determined by differential leveling
 HX1002.and adjusted by the National Geodetic Survey in June 1991..
 HX1002
 HX1002.The geoid height was determined by GEOID03.
 HX1002
 HX1002.The dynamic height is computed by dividing the NAVD 88
 HX1002.geopotential number by the normal gravity value computed on the
 HX1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1002.degrees latitude (g = 980.6199 gals.).
 HX1002
 HX1002.The modeled gravity was interpolated from observed gravity values.
 HX1002
 HX1002;                    North         East    Units  Estimated Accuracy
 HX1002;SPC WV S     -   163,620.      639,780.      MT  (+/- 180 meters Scaled)
 HX1002
 HX1002                          SUPERSEDED SURVEY CONTROL
 HX1002
 HX1002  NGVD 29 (??/??/92)  546.18   (m)         1791.9    (f) COMPUTED    2 0
 HX1002
 HX1002.Superseded values are not recommended for survey control.
 HX1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1002.See file dsdata.txt to determine how the superseded data were derived.
 HX1002
 HX1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC397584(NAD 83)
 HX1002_MARKER: R = RIVET
 HX1002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1002_SP_SET: BRIDGE
 HX1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1002
 HX1002  HISTORY     - Date     Condition        Report By
 HX1002  HISTORY     - UNK      MONUMENTED       BORR
 HX1002  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1002
 HX1002                          STATION DESCRIPTION
 HX1002
 HX1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1002'AT ARCOLA.
 HX1002'AT ARCOLA, WEBSTER COUNTY, ABOUT 14 RAILS NORTH OF THE BALTIMORE
 HX1002'AND OHIO RAILROAD STATION SIGN, AT BRIDGE 88 A, IN THE TOP OF
 HX1002'THE NORTHWEST WING WALL, 14 FEET WEST OF THE CENTER LINE OF THE
 HX1002'TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD MONEL-METAL
 HX1002'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1010 ***********************************************************************
 HX1010  DESIGNATION -  RV 83
 HX1010  PID         -  HX1010
 HX1010  STATE/COUNTY-  WV/WEBSTER
 HX1010  USGS QUAD   -  COWEN (1995)
 HX1010
 HX1010                         *CURRENT SURVEY CONTROL
 HX1010  ___________________________________________________________________
 HX1010* NAD 83(1986)-  38 26 32.     (N)    080 32 24.     (W)     SCALED    
 HX1010* NAVD 88     -       651.439  (meters)    2137.26   (feet)  ADJUSTED  
 HX1010  ___________________________________________________________________
 HX1010  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HX1010  DYNAMIC HT  -         650.947 (meters)    2135.65  (feet)  COMP
 HX1010  MODELED GRAV-     979,852.1   (mgal)                       NAVD 88
 HX1010
 HX1010  VERT ORDER  -  SECOND    CLASS 0
 HX1010
 HX1010.The horizontal coordinates were scaled from a topographic map and have
 HX1010.an estimated accuracy of +/- 6 seconds.
 HX1010
 HX1010.The orthometric height was determined by differential leveling
 HX1010.and adjusted by the National Geodetic Survey in June 1991..
 HX1010
 HX1010.The geoid height was determined by GEOID03.
 HX1010
 HX1010.The dynamic height is computed by dividing the NAVD 88
 HX1010.geopotential number by the normal gravity value computed on the
 HX1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1010.degrees latitude (g = 980.6199 gals.).
 HX1010
 HX1010.The modeled gravity was interpolated from observed gravity values.
 HX1010
 HX1010;                    North         East    Units  Estimated Accuracy
 HX1010;SPC WV S     -   160,170.      640,160.      MT  (+/- 180 meters Scaled)
 HX1010
 HX1010                          SUPERSEDED SURVEY CONTROL
 HX1010
 HX1010  NGVD 29 (??/??/92)  651.59   (m)         2137.8    (f) COMPUTED    2 0
 HX1010
 HX1010.Superseded values are not recommended for survey control.
 HX1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1010.See file dsdata.txt to determine how the superseded data were derived.
 HX1010
 HX1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC401549(NAD 83)
 HX1010_MARKER: R = RIVET
 HX1010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1010_SP_SET: BRIDGE SEAT
 HX1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1010
 HX1010  HISTORY     - Date     Condition        Report By
 HX1010  HISTORY     - UNK      MONUMENTED       BORR
 HX1010  HISTORY     - 1962     GOOD             NGS
 HX1010
 HX1010                          STATION DESCRIPTION
 HX1010
 HX1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1010'2.7 MI N FROM COWEN.
 HX1010'2.7 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1010'STATION AT COWEN, WEBSTER COUNTY, ABOUT 5 RAILS SOUTH OF MILEPOST
 HX1010'C 92, AT BRIDGE 92 A OVER LAUREL CREEK, IN THE TOP OF THE WEST
 HX1010'END OF THE NORTH BRIDGE SEAT, 14 FEET WEST OF THE CENTER LINE OF
 HX1010'THE TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD MONEL-METAL
 HX1010'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1025 ***********************************************************************
 HX1025  DESIGNATION -  RV 84
 HX1025  PID         -  HX1025
 HX1025  STATE/COUNTY-  WV/WEBSTER
 HX1025  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1025
 HX1025                         *CURRENT SURVEY CONTROL
 HX1025  ___________________________________________________________________
 HX1025* NAD 83(1986)-  38 21 23.     (N)    080 34 10.     (W)     SCALED    
 HX1025* NAVD 88     -       623.000  (meters)    2043.96   (feet)  ADJUSTED  
 HX1025  ___________________________________________________________________
 HX1025  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HX1025  DYNAMIC HT  -         622.519 (meters)    2042.38  (feet)  COMP
 HX1025  MODELED GRAV-     979,837.4   (mgal)                       NAVD 88
 HX1025
 HX1025  VERT ORDER  -  SECOND    CLASS 0
 HX1025
 HX1025.The horizontal coordinates were scaled from a topographic map and have
 HX1025.an estimated accuracy of +/- 6 seconds.
 HX1025
 HX1025.The orthometric height was determined by differential leveling
 HX1025.and adjusted by the National Geodetic Survey in June 1991..
 HX1025
 HX1025.The geoid height was determined by GEOID03.
 HX1025
 HX1025.The dynamic height is computed by dividing the NAVD 88
 HX1025.geopotential number by the normal gravity value computed on the
 HX1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1025.degrees latitude (g = 980.6199 gals.).
 HX1025
 HX1025.The modeled gravity was interpolated from observed gravity values.
 HX1025
 HX1025;                    North         East    Units  Estimated Accuracy
 HX1025;SPC WV S     -   150,630.      637,630.      MT  (+/- 180 meters Scaled)
 HX1025
 HX1025                          SUPERSEDED SURVEY CONTROL
 HX1025
 HX1025  NGVD 29 (??/??/92)  623.148  (m)         2044.44   (f) ADJ UNCH    2 0
 HX1025
 HX1025.Superseded values are not recommended for survey control.
 HX1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1025.See file dsdata.txt to determine how the superseded data were derived.
 HX1025
 HX1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC376454(NAD 83)
 HX1025_MARKER: R = RIVET
 HX1025_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1025_SP_SET: UNSPECIFIED ROCK
 HX1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1025
 HX1025  HISTORY     - Date     Condition        Report By
 HX1025  HISTORY     - UNK      MONUMENTED       BORR
 HX1025  HISTORY     - 1961     GOOD             NGS
 HX1025
 HX1025                          STATION DESCRIPTION
 HX1025
 HX1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1025'1.6 MI E FROM CAMDEN ON GAULEY.
 HX1025'ABOUT 1.65 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1025'FROM THE BRIDGE OVER COON CREEK AT CAMDEN ON GAULEY, 38 YARDS
 HX1025'NORTH AND ACROSS THE TRACK FROM MILEAGE POLE NO. 124+06, SET ON
 HX1025'THE TOP OF THE SOUTH EDGE OF A ROCK THAT IS 20 FEET LONG AND 5
 HX1025'FEET HIGH, 18 FEET NORTHEAST OF THE NORTHEAST RAIL, 5 FEET WEST
 HX1025'OF THE EAST CORNER OF THE ROCK AND 4 FEET ABOVE THE LEVEL OF THE
 HX1025'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1451 ***********************************************************************
 HW1451  DESIGNATION -  RV 85
 HW1451  PID         -  HW1451
 HW1451  STATE/COUNTY-  WV/GRANT
 HW1451  USGS QUAD   -  PETERSBURG EAST (1981)
 HW1451
 HW1451                         *CURRENT SURVEY CONTROL
 HW1451  ___________________________________________________________________
 HW1451* NAD 83(1986)-  38 59 19.     (N)    079 06 08.     (W)     SCALED    
 HW1451* NAVD 88     -       277.857  (meters)     911.60   (feet)  ADJUSTED  
 HW1451  ___________________________________________________________________
 HW1451  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HW1451  DYNAMIC HT  -         277.676 (meters)     911.01  (feet)  COMP
 HW1451  MODELED GRAV-     979,967.9   (mgal)                       NAVD 88
 HW1451
 HW1451  VERT ORDER  -  SECOND    CLASS 0
 HW1451
 HW1451.The horizontal coordinates were scaled from a topographic map and have
 HW1451.an estimated accuracy of +/- 6 seconds.
 HW1451
 HW1451.The orthometric height was determined by differential leveling
 HW1451.and adjusted by the National Geodetic Survey in June 1991..
 HW1451
 HW1451.The geoid height was determined by GEOID03.
 HW1451
 HW1451.The dynamic height is computed by dividing the NAVD 88
 HW1451.geopotential number by the normal gravity value computed on the
 HW1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1451.degrees latitude (g = 980.6199 gals.).
 HW1451
 HW1451.The modeled gravity was interpolated from observed gravity values.
 HW1451
 HW1451;                    North         East    Units  Estimated Accuracy
 HW1451;SPC WV N     -    54,320.      634,460.      MT  (+/- 180 meters Scaled)
 HW1451
 HW1451                          SUPERSEDED SURVEY CONTROL
 HW1451
 HW1451  NGVD 29 (??/??/92)  278.002  (m)          912.08   (f) ADJ UNCH    2 0
 HW1451
 HW1451.Superseded values are not recommended for survey control.
 HW1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1451.See file dsdata.txt to determine how the superseded data were derived.
 HW1451
 HW1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD643172(NAD 83)
 HW1451_MARKER: R = RIVET
 HW1451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1451_SP_SET: BRIDGE
 HW1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1451
 HW1451  HISTORY     - Date     Condition        Report By
 HW1451  HISTORY     - UNK      MONUMENTED       BORR
 HW1451  HISTORY     - 1934     GOOD             NGS
 HW1451
 HW1451                          STATION DESCRIPTION
 HW1451
 HW1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1451'1.2 MI E FROM PETERSBURG.
 HW1451'1.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HW1451'PETERSBURG, GRANT COUNTY, AT BRIDGE 587, IN THE TOP OF THE EAST
 HW1451'END OF THE NORTH BRIDGE SEAT, 3 YARDS EAST OF THE CENTERLINE OF
 HW1451'THE TRACK, AND 3 FEET LOWER THAN THE BASE OF THE RAIL.  A STANDARD
 HW1451'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0697 ***********************************************************************
 JW0697  DESIGNATION -  RV 86
 JW0697  PID         -  JW0697
 JW0697  STATE/COUNTY-  WV/HARDY
 JW0697  USGS QUAD   -  RIG (1981)
 JW0697
 JW0697                         *CURRENT SURVEY CONTROL
 JW0697  ___________________________________________________________________
 JW0697* NAD 83(1986)-  39 00 08.     (N)    079 04 35.     (W)     SCALED    
 JW0697* NAVD 88     -       274.900  (meters)     901.90   (feet)  ADJUSTED  
 JW0697  ___________________________________________________________________
 JW0697  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JW0697  DYNAMIC HT  -         274.721 (meters)     901.31  (feet)  COMP
 JW0697  MODELED GRAV-     979,970.2   (mgal)                       NAVD 88
 JW0697
 JW0697  VERT ORDER  -  SECOND    CLASS 0
 JW0697
 JW0697.The horizontal coordinates were scaled from a topographic map and have
 JW0697.an estimated accuracy of +/- 6 seconds.
 JW0697
 JW0697.The orthometric height was determined by differential leveling
 JW0697.and adjusted by the National Geodetic Survey in June 1991..
 JW0697
 JW0697.The geoid height was determined by GEOID03.
 JW0697
 JW0697.The dynamic height is computed by dividing the NAVD 88
 JW0697.geopotential number by the normal gravity value computed on the
 JW0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0697.degrees latitude (g = 980.6199 gals.).
 JW0697
 JW0697.The modeled gravity was interpolated from observed gravity values.
 JW0697
 JW0697;                    North         East    Units  Estimated Accuracy
 JW0697;SPC WV N     -    55,840.      636,700.      MT  (+/- 180 meters Scaled)
 JW0697
 JW0697                          SUPERSEDED SURVEY CONTROL
 JW0697
 JW0697  NGVD 29 (??/??/92)  275.046  (m)          902.38   (f) ADJ UNCH    2 0
 JW0697
 JW0697.Superseded values are not recommended for survey control.
 JW0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0697.See file dsdata.txt to determine how the superseded data were derived.
 JW0697
 JW0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD665187(NAD 83)
 JW0697_MARKER: R = RIVET
 JW0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0697_SP_SET: BRIDGE
 JW0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0697
 JW0697  HISTORY     - Date     Condition        Report By
 JW0697  HISTORY     - UNK      MONUMENTED       BORR
 JW0697  HISTORY     - 1954     MARK NOT FOUND   NGS
 JW0697
 JW0697                          STATION DESCRIPTION
 JW0697
 JW0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JW0697'3 MI N FROM PETERSBURG.
 JW0697'IN HARDY COUNTY, 3.0 MILES NORTH ALONG THE BALTIMORE AND OHIO
 JW0697'RAILROAD FROM PETERSBURG, GRANT COUNTY, AT THE HIGHWAY BRIDGE
 JW0697'OVER SOUTH BRANCH OF POTOMAC RIVER, IN THE TOP OF THE WEST END OF
 JW0697'THE SOUTH ABUTMENT, 75 YARDS NORTH OF THE CENTERLINE OF THE TRACK,
 JW0697'7 YARDS WEST OF THE CENTERLINE OF U.S. HIGHWAY 220, AND 4 FEET
 JW0697'LOWER THAN THE HIGHWAY.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0309 ***********************************************************************
 JW0309  DESIGNATION -  RV 87
 JW0309  PID         -  JW0309
 JW0309  STATE/COUNTY-  WV/HARDY
 JW0309  USGS QUAD   -  MOOREFIELD (1981)
 JW0309
 JW0309                         *CURRENT SURVEY CONTROL
 JW0309  ___________________________________________________________________
 JW0309* NAD 83(1986)-  39 03 13.     (N)    078 57 55.     (W)     SCALED    
 JW0309* NAVD 88     -       250.363  (meters)     821.40   (feet)  ADJUSTED  
 JW0309  ___________________________________________________________________
 JW0309  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JW0309  DYNAMIC HT  -         250.202 (meters)     820.87  (feet)  COMP
 JW0309  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 JW0309
 JW0309  VERT ORDER  -  SECOND    CLASS 0
 JW0309
 JW0309.The horizontal coordinates were scaled from a topographic map and have
 JW0309.an estimated accuracy of +/- 6 seconds.
 JW0309
 JW0309.The orthometric height was determined by differential leveling
 JW0309.and adjusted by the National Geodetic Survey in June 1991..
 JW0309
 JW0309.The geoid height was determined by GEOID03.
 JW0309
 JW0309.The dynamic height is computed by dividing the NAVD 88
 JW0309.geopotential number by the normal gravity value computed on the
 JW0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0309.degrees latitude (g = 980.6199 gals.).
 JW0309
 JW0309.The modeled gravity was interpolated from observed gravity values.
 JW0309
 JW0309;                    North         East    Units  Estimated Accuracy
 JW0309;SPC WV N     -    61,600.      646,290.      MT  (+/- 180 meters Scaled)
 JW0309
 JW0309                          SUPERSEDED SURVEY CONTROL
 JW0309
 JW0309  NGVD 29 (??/??/92)  250.518  (m)          821.91   (f) ADJ UNCH    2 0
 JW0309
 JW0309.Superseded values are not recommended for survey control.
 JW0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0309.See file dsdata.txt to determine how the superseded data were derived.
 JW0309
 JW0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD760246(NAD 83)
 JW0309_MARKER: R = RIVET
 JW0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0309_SP_SET: BRIDGE
 JW0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0309
 JW0309  HISTORY     - Date     Condition        Report By
 JW0309  HISTORY     - UNK      MONUMENTED       BORR
 JW0309  HISTORY     - 1935     GOOD             NGS
 JW0309
 JW0309                          STATION DESCRIPTION
 JW0309
 JW0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0309'0.7 MI S FROM MOOREFIELD.
 JW0309'0.7 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0309'MOOREFIELD, HARDY COUNTY, 3.3 RAILS SOUTH OF A WATER TANK,
 JW0309'AT BRIDGE 571 OVER SOUTH FORK, IN THE TOP OF THE EAST END OF
 JW0309'THE NORTH ABUTMENT, 4 YARDS EAST OF THE CENTERLINE OF THE
 JW0309'TRACK, AND 1 FOOT LOWER THAN THE RAIL.  A STANDARD MONEL-METAL
 JW0309'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0315 ***********************************************************************
 JW0315  DESIGNATION -  RV 88
 JW0315  PID         -  JW0315
 JW0315  STATE/COUNTY-  WV/HARDY
 JW0315  USGS QUAD   -  OLD FIELDS (1970)
 JW0315
 JW0315                         *CURRENT SURVEY CONTROL
 JW0315  ___________________________________________________________________
 JW0315* NAD 83(1986)-  39 08 38.     (N)    078 55 13.     (W)     SCALED    
 JW0315* NAVD 88     -       233.975  (meters)     767.63   (feet)  ADJUSTED  
 JW0315  ___________________________________________________________________
 JW0315  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JW0315  DYNAMIC HT  -         233.829 (meters)     767.15  (feet)  COMP
 JW0315  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 JW0315
 JW0315  VERT ORDER  -  SECOND    CLASS 0
 JW0315
 JW0315.The horizontal coordinates were scaled from a topographic map and have
 JW0315.an estimated accuracy of +/- 6 seconds.
 JW0315
 JW0315.The orthometric height was determined by differential leveling
 JW0315.and adjusted by the National Geodetic Survey in June 1991..
 JW0315
 JW0315.The geoid height was determined by GEOID03.
 JW0315
 JW0315.The dynamic height is computed by dividing the NAVD 88
 JW0315.geopotential number by the normal gravity value computed on the
 JW0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0315.degrees latitude (g = 980.6199 gals.).
 JW0315
 JW0315.The modeled gravity was interpolated from observed gravity values.
 JW0315
 JW0315;                    North         East    Units  Estimated Accuracy
 JW0315;SPC WV N     -    71,640.      650,120.      MT  (+/- 180 meters Scaled)
 JW0315
 JW0315                          SUPERSEDED SURVEY CONTROL
 JW0315
 JW0315  NGVD 29 (??/??/92)  234.135  (m)          768.16   (f) ADJ UNCH    2 0
 JW0315
 JW0315.Superseded values are not recommended for survey control.
 JW0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0315.See file dsdata.txt to determine how the superseded data were derived.
 JW0315
 JW0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD797348(NAD 83)
 JW0315_MARKER: R = RIVET
 JW0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0315_SP_SET: BRIDGE
 JW0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0315
 JW0315  HISTORY     - Date     Condition        Report By
 JW0315  HISTORY     - UNK      MONUMENTED       BORR
 JW0315  HISTORY     - 1934     GOOD             NGS
 JW0315
 JW0315                          STATION DESCRIPTION
 JW0315
 JW0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0315'6.3 MI N FROM MOOREFIELD.
 JW0315'6.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0315'MOOREFIELD, HARDY COUNTY, 20 RAILS NORTH OF THE FLAG STOP AT
 JW0315'MC NEILL, AT BRIDGE 563, IN THE TOP OF THE EAST END OF THE NORTH
 JW0315'BRIDGE SEAT, 4 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND
 JW0315'5 FEET LOWER THAN THE BASE OF THE RAIL.  A STANDARD MONEL-METAL
 JW0315'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0319 ***********************************************************************
 JW0319  DESIGNATION -  RV 89
 JW0319  PID         -  JW0319
 JW0319  STATE/COUNTY-  WV/HAMPSHIRE
 JW0319  USGS QUAD   -  OLD FIELDS (1970)
 JW0319
 JW0319                         *CURRENT SURVEY CONTROL
 JW0319  ___________________________________________________________________
 JW0319* NAD 83(1986)-  39 12 11.     (N)    078 52 35.     (W)     SCALED    
 JW0319* NAVD 88     -       226.096  (meters)     741.78   (feet)  ADJUSTED  
 JW0319  ___________________________________________________________________
 JW0319  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JW0319  DYNAMIC HT  -         225.953 (meters)     741.31  (feet)  COMP
 JW0319  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 JW0319
 JW0319  VERT ORDER  -  SECOND    CLASS 0
 JW0319
 JW0319.The horizontal coordinates were scaled from a topographic map and have
 JW0319.an estimated accuracy of +/- 6 seconds.
 JW0319
 JW0319.The orthometric height was determined by differential leveling
 JW0319.and adjusted by the National Geodetic Survey in June 1991..
 JW0319
 JW0319.The geoid height was determined by GEOID03.
 JW0319
 JW0319.The dynamic height is computed by dividing the NAVD 88
 JW0319.geopotential number by the normal gravity value computed on the
 JW0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0319.degrees latitude (g = 980.6199 gals.).
 JW0319
 JW0319.The modeled gravity was interpolated from observed gravity values.
 JW0319
 JW0319;                    North         East    Units  Estimated Accuracy
 JW0319;SPC WV N     -    78,240.      653,860.      MT  (+/- 180 meters Scaled)
 JW0319
 JW0319                          SUPERSEDED SURVEY CONTROL
 JW0319
 JW0319  NGVD 29 (??/??/92)  226.257  (m)          742.31   (f) ADJ UNCH    2 0
 JW0319
 JW0319.Superseded values are not recommended for survey control.
 JW0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0319.See file dsdata.txt to determine how the superseded data were derived.
 JW0319
 JW0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD833414(NAD 83)
 JW0319_MARKER: R = RIVET
 JW0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0319_SP_SET: WALL
 JW0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0319
 JW0319  HISTORY     - Date     Condition        Report By
 JW0319  HISTORY     - UNK      MONUMENTED       BORR
 JW0319  HISTORY     - 1934     GOOD             NGS
 JW0319
 JW0319                          STATION DESCRIPTION
 JW0319
 JW0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0319'11 MI N FROM MOOREFIELD.
 JW0319'IN HAMPSHIRE COUNTY, 11 MILES NORTH ALONG THE BALTIMORE AND
 JW0319'OHIO RAILROAD FROM MOOREFIELD, HARDY COUNTY, AT THE FLAG STOP
 JW0319'AT TROUGH CLUB, 26 YARDS NORTH OF A SIGN POST ON A CONCRETE
 JW0319'WALL, 6.5 YARDS WEST OF A HOUSE, 4.5 YARDS EAST OF THE CENTERLINE
 JW0319'OF THE TRACK, AND 1 FOOT LOWER THAN THE BASE OF THE RAIL.
 JW0319'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0754 ***********************************************************************
 JW0754  DESIGNATION -  RV 9
 JW0754  PID         -  JW0754
 JW0754  STATE/COUNTY-  WV/MINERAL
 JW0754  USGS QUAD   -  GORMAN (1981)
 JW0754
 JW0754                         *CURRENT SURVEY CONTROL
 JW0754  ___________________________________________________________________
 JW0754* NAD 83(1986)-  39 20 26.     (N)    079 15 22.     (W)     SCALED    
 JW0754* NAVD 88     -       611.936  (meters)    2007.66   (feet)  ADJUSTED  
 JW0754  ___________________________________________________________________
 JW0754  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JW0754  DYNAMIC HT  -         611.497 (meters)    2006.22  (feet)  COMP
 JW0754  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 JW0754
 JW0754  VERT ORDER  -  SECOND    CLASS 0
 JW0754
 JW0754.The horizontal coordinates were scaled from a topographic map and have
 JW0754.an estimated accuracy of +/- 6 seconds.
 JW0754
 JW0754.The orthometric height was determined by differential leveling
 JW0754.and adjusted by the National Geodetic Survey in June 1991..
 JW0754
 JW0754.The geoid height was determined by GEOID03.
 JW0754
 JW0754.The dynamic height is computed by dividing the NAVD 88
 JW0754.geopotential number by the normal gravity value computed on the
 JW0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0754.degrees latitude (g = 980.6199 gals.).
 JW0754
 JW0754.The modeled gravity was interpolated from observed gravity values.
 JW0754
 JW0754;                    North         East    Units  Estimated Accuracy
 JW0754;SPC WV N     -    93,340.      621,030.      MT  (+/- 180 meters Scaled)
 JW0754
 JW0754                          SUPERSEDED SURVEY CONTROL
 JW0754
 JW0754  NGVD 29 (??/??/92)  612.061  (m)         2008.07   (f) ADJ UNCH    2 0
 JW0754
 JW0754.Superseded values are not recommended for survey control.
 JW0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0754.See file dsdata.txt to determine how the superseded data were derived.
 JW0754
 JW0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD502560(NAD 83)
 JW0754_MARKER: R = RIVET
 JW0754_SETTING: 80 = SET IN A BOULDER
 JW0754_SP_SET: BOULDER
 JW0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0754+STABILITY: SURFACE MOTION
 JW0754
 JW0754  HISTORY     - Date     Condition        Report By
 JW0754  HISTORY     - UNK      MONUMENTED       WMRR
 JW0754  HISTORY     - 1935     GOOD             NGS
 JW0754
 JW0754                          STATION DESCRIPTION
 JW0754
 JW0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0754'AT SCHELL.
 JW0754'AT SCHELL, MINERAL COUNTY, ON THE WESTERN MARYLAND RAILWAY, 100
 JW0754'FEET SOUTH OF A SECTION TOOLHOUSE, 34 FEET NORTHEAST OF THE
 JW0754'CENTERLINE OF THE MAIN TRACK, IN THE TOP OF A LARGE BOULDER, AND
 JW0754'3 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD MONEL-METAL
 JW0754'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0829 ***********************************************************************
 JW0829  DESIGNATION -  RV 9
 JW0829  PID         -  JW0829
 JW0829  STATE/COUNTY-  WV/PRESTON
 JW0829  USGS QUAD   -  KINGWOOD (1976)
 JW0829
 JW0829                         *CURRENT SURVEY CONTROL
 JW0829  ___________________________________________________________________
 JW0829* NAD 83(1986)-  39 27 56.     (N)    079 38 56.     (W)     SCALED    
 JW0829* NAVD 88     -       380.204  (meters)    1247.39   (feet)  ADJUSTED  
 JW0829  ___________________________________________________________________
 JW0829  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JW0829  DYNAMIC HT  -         379.968 (meters)    1246.61  (feet)  COMP
 JW0829  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 JW0829
 JW0829  VERT ORDER  -  SECOND    CLASS 0
 JW0829
 JW0829.The horizontal coordinates were scaled from a topographic map and have
 JW0829.an estimated accuracy of +/- 6 seconds.
 JW0829
 JW0829.The orthometric height was determined by differential leveling
 JW0829.and adjusted by the National Geodetic Survey in June 1991..
 JW0829
 JW0829.The geoid height was determined by GEOID03.
 JW0829
 JW0829.The dynamic height is computed by dividing the NAVD 88
 JW0829.geopotential number by the normal gravity value computed on the
 JW0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0829.degrees latitude (g = 980.6199 gals.).
 JW0829
 JW0829.The modeled gravity was interpolated from observed gravity values.
 JW0829
 JW0829;                    North         East    Units  Estimated Accuracy
 JW0829;SPC WV N     -   107,200.      587,190.      MT  (+/- 180 meters Scaled)
 JW0829
 JW0829                          SUPERSEDED SURVEY CONTROL
 JW0829
 JW0829  NGVD 29 (??/??/92)  380.389  (m)         1247.99   (f) ADJ UNCH    2 0
 JW0829
 JW0829.Superseded values are not recommended for survey control.
 JW0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0829.See file dsdata.txt to determine how the superseded data were derived.
 JW0829
 JW0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD162693(NAD 83)
 JW0829_MARKER: R = RIVET
 JW0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0829_SP_SET: BRIDGE
 JW0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0829
 JW0829  HISTORY     - Date     Condition        Report By
 JW0829  HISTORY     - UNK      MONUMENTED       BORR
 JW0829  HISTORY     - 1935     GOOD             NGS
 JW0829
 JW0829                          STATION DESCRIPTION
 JW0829
 JW0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0829'2.3 MI S FROM ALBRIGHT.
 JW0829'2.3 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0829'STATION AT ALBRIGHT, PRESTON COUNTY, 35 FEET SOUTH OF THE FIRST
 JW0829'POLE NORTH OF MILEAGE SIGN 35.35, AT A BRIDGE, IN THE TOP OF THE
 JW0829'EAST STONE ABUTMENT, AND 6 FEET EAST OF THE EAST RAIL.  A STANDARD
 JW0829'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1889 ***********************************************************************
 HW1889  DESIGNATION -  RV 9 WMRR
 HW1889  PID         -  HW1889
 HW1889  STATE/COUNTY-  WV/RANDOLPH
 HW1889  USGS QUAD   -  JUNIOR (1976)
 HW1889
 HW1889                         *CURRENT SURVEY CONTROL
 HW1889  ___________________________________________________________________
 HW1889* NAD 83(1986)-  38 56 15.     (N)    079 56 11.     (W)     SCALED    
 HW1889* NAVD 88     -       576.426  (meters)    1891.16   (feet)  ADJUSTED  
 HW1889  ___________________________________________________________________
 HW1889  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 HW1889  DYNAMIC HT  -         576.018 (meters)    1889.82  (feet)  COMP
 HW1889  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 HW1889
 HW1889  VERT ORDER  -  FIRST     CLASS II
 HW1889
 HW1889.The horizontal coordinates were scaled from a topographic map and have
 HW1889.an estimated accuracy of +/- 6 seconds.
 HW1889
 HW1889.The orthometric height was determined by differential leveling
 HW1889.and adjusted by the National Geodetic Survey in June 1991..
 HW1889
 HW1889.The geoid height was determined by GEOID03.
 HW1889
 HW1889.The dynamic height is computed by dividing the NAVD 88
 HW1889.geopotential number by the normal gravity value computed on the
 HW1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1889.degrees latitude (g = 980.6199 gals.).
 HW1889
 HW1889.The modeled gravity was interpolated from observed gravity values.
 HW1889
 HW1889;                    North         East    Units  Estimated Accuracy
 HW1889;SPC WV S     -   215,580.      692,220.      MT  (+/- 180 meters Scaled)
 HW1889
 HW1889                          SUPERSEDED SURVEY CONTROL
 HW1889
 HW1889  NGVD 29 (??/??/92)  576.596  (m)         1891.72   (f) ADJ UNCH    1 2
 HW1889
 HW1889.Superseded values are not recommended for survey control.
 HW1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1889.See file dsdata.txt to determine how the superseded data were derived.
 HW1889
 HW1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND921103(NAD 83)
 HW1889_MARKER: R = RIVET
 HW1889_SETTING: 80 = SET IN A BOULDER
 HW1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1889+STABILITY: SURFACE MOTION
 HW1889
 HW1889  HISTORY     - Date     Condition        Report By
 HW1889  HISTORY     - UNK      MONUMENTED       WMRR
 HW1889  HISTORY     - 1933     GOOD             NGS
 HW1889  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1889
 HW1889                          STATION DESCRIPTION
 HW1889
 HW1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HW1889'1.5 MI E FROM NORTON.
 HW1889'1.5 MILES EAST ALONG THE WESTERN MARYLAND RAILWAY FROM NORTON,
 HW1889'RANDOLPH COUNTY, 19 YARDS EAST OF MILEPOST C 118, BETWEEN THE
 HW1889'TRACK AND THE RIVER, 4 YARDS SOUTH OF THE CENTERLINE OF THE TRACK,
 HW1889'IN THE TOP OF THE WEST END OF A LARGE BOULDER, AND ABOUT 3 FEET
 HW1889'HIGHER THAN THE RAIL.  A STANDARD MONEL-METAL RIVET.
 HW1889
 HW1889                          STATION RECOVERY (1983)
 HW1889
 HW1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1889'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0322 ***********************************************************************
 JW0322  DESIGNATION -  RV 90
 JW0322  PID         -  JW0322
 JW0322  STATE/COUNTY-  WV/HAMPSHIRE
 JW0322  USGS QUAD   -  SECTOR (1971)
 JW0322
 JW0322                         *CURRENT SURVEY CONTROL
 JW0322  ___________________________________________________________________
 JW0322* NAD 83(1986)-  39 13 10.     (N)    078 51 43.     (W)     SCALED    
 JW0322* NAVD 88     -       223.790  (meters)     734.22   (feet)  ADJUSTED  
 JW0322  ___________________________________________________________________
 JW0322  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JW0322  DYNAMIC HT  -         223.649 (meters)     733.76  (feet)  COMP
 JW0322  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 JW0322
 JW0322  VERT ORDER  -  SECOND    CLASS 0
 JW0322
 JW0322.The horizontal coordinates were scaled from a topographic map and have
 JW0322.an estimated accuracy of +/- 6 seconds.
 JW0322
 JW0322.The orthometric height was determined by differential leveling
 JW0322.and adjusted by the National Geodetic Survey in June 1991..
 JW0322
 JW0322.The geoid height was determined by GEOID03.
 JW0322
 JW0322.The dynamic height is computed by dividing the NAVD 88
 JW0322.geopotential number by the normal gravity value computed on the
 JW0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0322.degrees latitude (g = 980.6199 gals.).
 JW0322
 JW0322.The modeled gravity was interpolated from observed gravity values.
 JW0322
 JW0322;                    North         East    Units  Estimated Accuracy
 JW0322;SPC WV N     -    80,070.      655,100.      MT  (+/- 180 meters Scaled)
 JW0322
 JW0322                          SUPERSEDED SURVEY CONTROL
 JW0322
 JW0322  NGVD 29 (??/??/92)  223.952  (m)          734.75   (f) ADJ UNCH    2 0
 JW0322
 JW0322.Superseded values are not recommended for survey control.
 JW0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0322.See file dsdata.txt to determine how the superseded data were derived.
 JW0322
 JW0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD845433(NAD 83)
 JW0322_MARKER: R = RIVET
 JW0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0322_SP_SET: WATER FOUNTAIN
 JW0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0322
 JW0322  HISTORY     - Date     Condition        Report By
 JW0322  HISTORY     - UNK      MONUMENTED       BORR
 JW0322  HISTORY     - 1934     GOOD             NGS
 JW0322
 JW0322                          STATION DESCRIPTION
 JW0322
 JW0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0322'12.4 MI N FROM MOOREFIELD.
 JW0322'IN HAMPSHIRE COUNTY, 12.4 MILES NORTH ALONG THE BALTIMORE AND
 JW0322'OHIO RAILROAD FROM MOOREFIELD, HARDY COUNTY, 0.6 MILE SOUTH OF
 JW0322'THE STATION AT GLEBE, HAMPSHIRE COUNTY, IN THE TOP OF A CONCRETE
 JW0322'WATER FOUNTAIN, 5 YARDS WEST OF THE TRACK, AND 4 FEET HIGHER
 JW0322'THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0327 ***********************************************************************
 JW0327  DESIGNATION -  RV 91
 JW0327  PID         -  JW0327
 JW0327  STATE/COUNTY-  WV/HAMPSHIRE
 JW0327  USGS QUAD   -  ROMNEY (1979)
 JW0327
 JW0327                         *CURRENT SURVEY CONTROL
 JW0327  ___________________________________________________________________
 JW0327* NAD 83(1986)-  39 17 52.     (N)    078 48 40.     (W)     SCALED    
 JW0327* NAVD 88     -       219.385  (meters)     719.77   (feet)  ADJUSTED  
 JW0327  ___________________________________________________________________
 JW0327  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JW0327  DYNAMIC HT  -         219.248 (meters)     719.32  (feet)  COMP
 JW0327  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 JW0327
 JW0327  VERT ORDER  -  SECOND    CLASS 0
 JW0327
 JW0327.The horizontal coordinates were scaled from a topographic map and have
 JW0327.an estimated accuracy of +/- 6 seconds.
 JW0327
 JW0327.The orthometric height was determined by differential leveling
 JW0327.and adjusted by the National Geodetic Survey in June 1991..
 JW0327
 JW0327.The geoid height was determined by GEOID03.
 JW0327
 JW0327.The dynamic height is computed by dividing the NAVD 88
 JW0327.geopotential number by the normal gravity value computed on the
 JW0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0327.degrees latitude (g = 980.6199 gals.).
 JW0327
 JW0327.The modeled gravity was interpolated from observed gravity values.
 JW0327
 JW0327;                    North         East    Units  Estimated Accuracy
 JW0327;SPC WV N     -    88,800.      659,420.      MT  (+/- 180 meters Scaled)
 JW0327
 JW0327                          SUPERSEDED SURVEY CONTROL
 JW0327
 JW0327  NGVD 29 (??/??/92)  219.550  (m)          720.31   (f) ADJ UNCH    2 0
 JW0327
 JW0327.Superseded values are not recommended for survey control.
 JW0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0327.See file dsdata.txt to determine how the superseded data were derived.
 JW0327
 JW0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD887521(NAD 83)
 JW0327_MARKER: R = RIVET
 JW0327_SETTING: 66 = SET IN ROCK OUTCROP
 JW0327_SP_SET: OUTCROP
 JW0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0327+STABILITY: POSITION/ELEVATION WELL
 JW0327
 JW0327  HISTORY     - Date     Condition        Report By
 JW0327  HISTORY     - UNK      MONUMENTED       BORR
 JW0327  HISTORY     - 1934     GOOD             NGS
 JW0327
 JW0327                          STATION DESCRIPTION
 JW0327
 JW0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0327'3.1 MI S FROM VANDERLIP.
 JW0327'3.1 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0327'VANDERLIP, HAMPSHIRE COUNTY, 5.5 RAILS SOUTH OF THE HAMPSHIRE CLUB
 JW0327'FLAG STOP, 30 YARDS WEST OF THE NORTHWEST CORNER OF A STONE HOUSE,
 JW0327'6 YARDS WEST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A
 JW0327'RAGGED ROCK OUTCROP, AND 3 FEET HIGHER THAN THE TRACK.  A
 JW0327'STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0345 ***********************************************************************
 JW0345  DESIGNATION -  RV 92
 JW0345  PID         -  JW0345
 JW0345  STATE/COUNTY-  WV/HAMPSHIRE
 JW0345  USGS QUAD   -  ROMNEY (1979)
 JW0345
 JW0345                         *CURRENT SURVEY CONTROL
 JW0345  ___________________________________________________________________
 JW0345* NAD 83(1986)-  39 21 15.     (N)    078 45 55.     (W)     SCALED    
 JW0345* NAVD 88     -       201.501  (meters)     661.09   (feet)  ADJUSTED  
 JW0345  ___________________________________________________________________
 JW0345  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JW0345  DYNAMIC HT  -         201.378 (meters)     660.69  (feet)  COMP
 JW0345  MODELED GRAV-     980,012.1   (mgal)                       NAVD 88
 JW0345
 JW0345  VERT ORDER  -  SECOND    CLASS 0
 JW0345
 JW0345.The horizontal coordinates were scaled from a topographic map and have
 JW0345.an estimated accuracy of +/- 6 seconds.
 JW0345
 JW0345.The orthometric height was determined by differential leveling
 JW0345.and adjusted by the National Geodetic Survey in June 1991..
 JW0345
 JW0345.The geoid height was determined by GEOID03.
 JW0345
 JW0345.The dynamic height is computed by dividing the NAVD 88
 JW0345.geopotential number by the normal gravity value computed on the
 JW0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0345.degrees latitude (g = 980.6199 gals.).
 JW0345
 JW0345.The modeled gravity was interpolated from observed gravity values.
 JW0345
 JW0345;                    North         East    Units  Estimated Accuracy
 JW0345;SPC WV N     -    95,090.      663,320.      MT  (+/- 180 meters Scaled)
 JW0345
 JW0345                          SUPERSEDED SURVEY CONTROL
 JW0345
 JW0345  NGVD 29 (??/??/92)  201.671  (m)          661.65   (f) ADJ UNCH    2 0
 JW0345
 JW0345.Superseded values are not recommended for survey control.
 JW0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0345.See file dsdata.txt to determine how the superseded data were derived.
 JW0345
 JW0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD925584(NAD 83)
 JW0345_MARKER: R = RIVET
 JW0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0345_SP_SET: BRIDGE
 JW0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0345
 JW0345  HISTORY     - Date     Condition        Report By
 JW0345  HISTORY     - UNK      MONUMENTED       BORR
 JW0345  HISTORY     - 1934     GOOD             NGS
 JW0345
 JW0345                          STATION DESCRIPTION
 JW0345
 JW0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JW0345'1.9 MI W FROM ROMNEY.
 JW0345'ABOUT 1.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0345'ROMNEY, HAMPSHIRE COUNTY, AT THE BRIDGE OVER SOUTH BRANCH OF
 JW0345'POTOMAC RIVER, IN THE TOP OF THE NORTH END OF THE EAST RAISED
 JW0345'BRIDGE SEAT, ABOUT 2 YARDS NORTH OF THE CENTER LINE OF THE TRACK,
 JW0345'AND 3 FEET LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0925 ***********************************************************************
 HY0925  DESIGNATION -  RV 93
 HY0925  PID         -  HY0925
 HY0925  STATE/COUNTY-  WV/WAYNE
 HY0925  USGS QUAD   -  LOUISA (1993)
 HY0925
 HY0925                         *CURRENT SURVEY CONTROL
 HY0925  ___________________________________________________________________
 HY0925* NAD 83(1986)-  38 06 46.     (N)    082 35 30.     (W)     SCALED    
 HY0925* NAVD 88     -       175.985  (meters)     577.38   (feet)  ADJUSTED  
 HY0925  ___________________________________________________________________
 HY0925  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY0925  DYNAMIC HT  -         175.862 (meters)     576.97  (feet)  COMP
 HY0925  MODELED GRAV-     979,922.9   (mgal)                       NAVD 88
 HY0925
 HY0925  VERT ORDER  -  SECOND    CLASS 0
 HY0925
 HY0925.The horizontal coordinates were scaled from a topographic map and have
 HY0925.an estimated accuracy of +/- 6 seconds.
 HY0925
 HY0925.The orthometric height was determined by differential leveling
 HY0925.and adjusted by the National Geodetic Survey in June 1991..
 HY0925
 HY0925.The geoid height was determined by GEOID03.
 HY0925
 HY0925.The dynamic height is computed by dividing the NAVD 88
 HY0925.geopotential number by the normal gravity value computed on the
 HY0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0925.degrees latitude (g = 980.6199 gals.).
 HY0925
 HY0925.The modeled gravity was interpolated from observed gravity values.
 HY0925
 HY0925;                    North         East    Units  Estimated Accuracy
 HY0925;SPC WV S     -   124,700.      460,430.      MT  (+/- 180 meters Scaled)
 HY0925
 HY0925                          SUPERSEDED SURVEY CONTROL
 HY0925
 HY0925  NGVD 29 (??/??/92)  176.202  (m)          578.09   (f) ADJ UNCH    2 0
 HY0925
 HY0925.Superseded values are not recommended for survey control.
 HY0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0925.See file dsdata.txt to determine how the superseded data were derived.
 HY0925
 HY0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC604195(NAD 83)
 HY0925_MARKER: R = RIVET
 HY0925_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0925_SP_SET: ABUTMENT
 HY0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0925
 HY0925  HISTORY     - Date     Condition        Report By
 HY0925  HISTORY     - UNK      MONUMENTED       NWRR
 HY0925  HISTORY     - 1935     GOOD             NGS
 HY0925
 HY0925                          STATION DESCRIPTION
 HY0925
 HY0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0925'0.6 MI SE FROM FORT GAY.
 HY0925'0.6 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 HY0925'THE STATION AT FORT GAY, WAYNE COUNTY, 0.2 MILE NORTHWEST OF
 HY0925'MILEPOST NA 33, AT BRIDGE 759 OVER A CREEK, IN THE TOP OF THE
 HY0925'NORTHEAST CORNER OF THE SOUTHEAST ABUTMENT, 9 FEET NORTHEAST
 HY0925'OF THE NORTHEAST RAIL, 2 INCHES SOUTHEAST OF THE NORTH EDGE OF THE
 HY0925'WING WALL, AT THE CENTER OF A 1-1/2 INCH OUTLINED SQUARE, AND
 HY0925'ABOUT 16 INCHES BELOW THE LEVEL OF THE RAIL.  A STANDARD
 HY0925'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0926 ***********************************************************************
 HY0926  DESIGNATION -  RV 94
 HY0926  PID         -  HY0926
 HY0926  STATE/COUNTY-  WV/WAYNE
 HY0926  USGS QUAD   -  LOUISA (1993)
 HY0926
 HY0926                         *CURRENT SURVEY CONTROL
 HY0926  ___________________________________________________________________
 HY0926* NAD 83(1986)-  38 06 37.     (N)    082 35 17.     (W)     SCALED    
 HY0926* NAVD 88     -       175.206  (meters)     574.82   (feet)  ADJUSTED  
 HY0926  ___________________________________________________________________
 HY0926  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY0926  DYNAMIC HT  -         175.083 (meters)     574.42  (feet)  COMP
 HY0926  MODELED GRAV-     979,923.3   (mgal)                       NAVD 88
 HY0926
 HY0926  VERT ORDER  -  SECOND    CLASS 0
 HY0926
 HY0926.The horizontal coordinates were scaled from a topographic map and have
 HY0926.an estimated accuracy of +/- 6 seconds.
 HY0926
 HY0926.The orthometric height was determined by differential leveling
 HY0926.and adjusted by the National Geodetic Survey in June 1991..
 HY0926
 HY0926.The geoid height was determined by GEOID03.
 HY0926
 HY0926.The dynamic height is computed by dividing the NAVD 88
 HY0926.geopotential number by the normal gravity value computed on the
 HY0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0926.degrees latitude (g = 980.6199 gals.).
 HY0926
 HY0926.The modeled gravity was interpolated from observed gravity values.
 HY0926
 HY0926;                    North         East    Units  Estimated Accuracy
 HY0926;SPC WV S     -   124,420.      460,740.      MT  (+/- 180 meters Scaled)
 HY0926
 HY0926                          SUPERSEDED SURVEY CONTROL
 HY0926
 HY0926  NGVD 29 (??/??/92)  175.423  (m)          575.53   (f) ADJ UNCH    2 0
 HY0926
 HY0926.Superseded values are not recommended for survey control.
 HY0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0926.See file dsdata.txt to determine how the superseded data were derived.
 HY0926
 HY0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC607192(NAD 83)
 HY0926_MARKER: R = RIVET
 HY0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0926_SP_SET: CULVERT
 HY0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0926
 HY0926  HISTORY     - Date     Condition        Report By
 HY0926  HISTORY     - UNK      MONUMENTED       NWRR
 HY0926  HISTORY     - 1935     GOOD             NGS
 HY0926
 HY0926                          STATION DESCRIPTION
 HY0926
 HY0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0926'0.9 MI SE FROM FORT GAY.
 HY0926'0.9 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 HY0926'THE STATION AT FORT GAY, WAYNE COUNTY, 0.1 MILE SOUTHEAST OF
 HY0926'MILEPOST NA 33, AT A CONCRETE CULVERT UNDER THE TRACK, IN THE
 HY0926'TOP OF THE SOUTHWEST HEADWALL, 18.5 FEET SOUTHWEST OF THE SOUTHWEST
 HY0926'RAIL, 3 INCHES FROM THE SOUTH CORNER OF THE HEAD WALL, AND ABOUT
 HY0926'4 FEET BELOW THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL
 HY0926'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0927 ***********************************************************************
 HY0927  DESIGNATION -  RV 95
 HY0927  PID         -  HY0927
 HY0927  STATE/COUNTY-  WV/WAYNE
 HY0927  USGS QUAD   -  LOUISA (1993)
 HY0927
 HY0927                         *CURRENT SURVEY CONTROL
 HY0927  ___________________________________________________________________
 HY0927* NAD 83(1986)-  38 06 08.     (N)    082 35 03.     (W)     SCALED    
 HY0927* NAVD 88     -       174.308  (meters)     571.88   (feet)  ADJUSTED  
 HY0927  ___________________________________________________________________
 HY0927  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HY0927  DYNAMIC HT  -         174.185 (meters)     571.47  (feet)  COMP
 HY0927  MODELED GRAV-     979,923.6   (mgal)                       NAVD 88
 HY0927
 HY0927  VERT ORDER  -  SECOND    CLASS 0
 HY0927
 HY0927.The horizontal coordinates were scaled from a topographic map and have
 HY0927.an estimated accuracy of +/- 6 seconds.
 HY0927
 HY0927.The orthometric height was determined by differential leveling
 HY0927.and adjusted by the National Geodetic Survey in June 1991..
 HY0927
 HY0927.The geoid height was determined by GEOID03.
 HY0927
 HY0927.The dynamic height is computed by dividing the NAVD 88
 HY0927.geopotential number by the normal gravity value computed on the
 HY0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0927.degrees latitude (g = 980.6199 gals.).
 HY0927
 HY0927.The modeled gravity was interpolated from observed gravity values.
 HY0927
 HY0927;                    North         East    Units  Estimated Accuracy
 HY0927;SPC WV S     -   123,520.      461,070.      MT  (+/- 180 meters Scaled)
 HY0927
 HY0927                          SUPERSEDED SURVEY CONTROL
 HY0927
 HY0927  NGVD 29 (??/??/92)  174.525  (m)          572.59   (f) ADJ UNCH    2 0
 HY0927
 HY0927.Superseded values are not recommended for survey control.
 HY0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0927.See file dsdata.txt to determine how the superseded data were derived.
 HY0927
 HY0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC611183(NAD 83)
 HY0927_MARKER: R = RIVET
 HY0927_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0927_SP_SET: CULVERT
 HY0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0927
 HY0927  HISTORY     - Date     Condition        Report By
 HY0927  HISTORY     - UNK      MONUMENTED       NWRR
 HY0927  HISTORY     - 1935     GOOD             NGS
 HY0927
 HY0927                          STATION DESCRIPTION
 HY0927
 HY0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0927'1.4 MI SE FROM FORT GAY.
 HY0927'1.4 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HY0927'STATION AT FORT GAY, WAYNE COUNTY, 0.4 MILE NORTHWEST OF MILEPOST
 HY0927'NA 32, 75 FEET NORTH OF SEMAPHORE S 324, AT A CONCRETE CULVERT
 HY0927'UNDER THE TRACK, IN THE CENTER OF THE TOP OF THE NORTHEAST
 HY0927'HEADWALL, 23 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 INCHES
 HY0927'FROM THE NORTHEAST EDGE OF THE HEADWALL, AND ABOUT 8 FEET BELOW
 HY0927'THE LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0929 ***********************************************************************
 HY0929  DESIGNATION -  RV 96
 HY0929  PID         -  HY0929
 HY0929  STATE/COUNTY-  WV/WAYNE
 HY0929  USGS QUAD   -  LOUISA (1993)
 HY0929
 HY0929                         *CURRENT SURVEY CONTROL
 HY0929  ___________________________________________________________________
 HY0929* NAD 83(1986)-  38 05 24.     (N)    082 34 51.     (W)     SCALED    
 HY0929* NAVD 88     -       176.411  (meters)     578.78   (feet)  ADJUSTED  
 HY0929  ___________________________________________________________________
 HY0929  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HY0929  DYNAMIC HT  -         176.287 (meters)     578.37  (feet)  COMP
 HY0929  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 HY0929
 HY0929  VERT ORDER  -  SECOND    CLASS 0
 HY0929
 HY0929.The horizontal coordinates were scaled from a topographic map and have
 HY0929.an estimated accuracy of +/- 6 seconds.
 HY0929
 HY0929.The orthometric height was determined by differential leveling
 HY0929.and adjusted by the National Geodetic Survey in June 1991..
 HY0929
 HY0929.The geoid height was determined by GEOID03.
 HY0929
 HY0929.The dynamic height is computed by dividing the NAVD 88
 HY0929.geopotential number by the normal gravity value computed on the
 HY0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0929.degrees latitude (g = 980.6199 gals.).
 HY0929
 HY0929.The modeled gravity was interpolated from observed gravity values.
 HY0929
 HY0929;                    North         East    Units  Estimated Accuracy
 HY0929;SPC WV S     -   122,160.      461,340.      MT  (+/- 180 meters Scaled)
 HY0929
 HY0929                          SUPERSEDED SURVEY CONTROL
 HY0929
 HY0929  NGVD 29 (??/??/92)  176.629  (m)          579.49   (f) ADJ UNCH    2 0
 HY0929
 HY0929.Superseded values are not recommended for survey control.
 HY0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0929.See file dsdata.txt to determine how the superseded data were derived.
 HY0929
 HY0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC613169(NAD 83)
 HY0929_MARKER: R = RIVET
 HY0929_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0929_SP_SET: CULVERT
 HY0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0929
 HY0929  HISTORY     - Date     Condition        Report By
 HY0929  HISTORY     - UNK      MONUMENTED       NWRR
 HY0929  HISTORY     - 1935     GOOD             NGS
 HY0929
 HY0929                          STATION DESCRIPTION
 HY0929
 HY0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0929'2.1 MI SE FROM FORT GAY.
 HY0929'2.1 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HY0929'STATION AT FORT GAY, WAYNE COUNTY, 0.3 MILE SOUTH OF MILEPOST
 HY0929'NA 32, 0.1 MILE NORTH OF THE VIRGINIA GAS AND OIL CO. PLANT,
 HY0929'36 FEET NORTH OF SEMAPHORE S 316, AT A CONCRETE CULVERT, IN THE
 HY0929'TOP OF THE NORTHWEST CORNER OF THE WEST HEADWALL, 10.8 FEET
 HY0929'WEST OF THE WEST RAIL, 3 INCHES FROM THE CORNER OF THE HEADWALL,
 HY0929'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.  A STANDARD
 HY0929'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0930 ***********************************************************************
 HY0930  DESIGNATION -  RV 98
 HY0930  PID         -  HY0930
 HY0930  STATE/COUNTY-  WV/WAYNE
 HY0930  USGS QUAD   -  LOUISA (1993)
 HY0930
 HY0930                         *CURRENT SURVEY CONTROL
 HY0930  ___________________________________________________________________
 HY0930* NAD 83(1986)-  38 04 52.     (N)    082 33 52.     (W)     SCALED    
 HY0930* NAVD 88     -       175.441  (meters)     575.59   (feet)  ADJUSTED  
 HY0930  ___________________________________________________________________
 HY0930  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HY0930  DYNAMIC HT  -         175.318 (meters)     575.19  (feet)  COMP
 HY0930  MODELED GRAV-     979,922.9   (mgal)                       NAVD 88
 HY0930
 HY0930  VERT ORDER  -  SECOND    CLASS 0
 HY0930
 HY0930.The horizontal coordinates were scaled from a topographic map and have
 HY0930.an estimated accuracy of +/- 6 seconds.
 HY0930
 HY0930.The orthometric height was determined by differential leveling
 HY0930.and adjusted by the National Geodetic Survey in June 1991..
 HY0930
 HY0930.The geoid height was determined by GEOID03.
 HY0930
 HY0930.The dynamic height is computed by dividing the NAVD 88
 HY0930.geopotential number by the normal gravity value computed on the
 HY0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0930.degrees latitude (g = 980.6199 gals.).
 HY0930
 HY0930.The modeled gravity was interpolated from observed gravity values.
 HY0930
 HY0930;                    North         East    Units  Estimated Accuracy
 HY0930;SPC WV S     -   121,150.      462,760.      MT  (+/- 180 meters Scaled)
 HY0930
 HY0930                          SUPERSEDED SURVEY CONTROL
 HY0930
 HY0930  NGVD 29 (??/??/92)  175.661  (m)          576.31   (f) ADJ UNCH    2 0
 HY0930
 HY0930.Superseded values are not recommended for survey control.
 HY0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0930.See file dsdata.txt to determine how the superseded data were derived.
 HY0930
 HY0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC627159(NAD 83)
 HY0930_MARKER: R = RIVET
 HY0930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0930_SP_SET: CULVERT
 HY0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0930
 HY0930  HISTORY     - Date     Condition        Report By
 HY0930  HISTORY     - UNK      MONUMENTED       NWRR
 HY0930  HISTORY     - 1935     GOOD             NGS
 HY0930
 HY0930                          STATION DESCRIPTION
 HY0930
 HY0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0930'0.4 MI N FROM SALTPETRE.
 HY0930'0.45 MILE NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HY0930'STATION AT SALTPETRE, WAYNE COUNTY, 0.35 MILE NORTH OF MILEPOST
 HY0930'NA 30, AT A STONE CULVERT, IN THE TOP OF THE SOUTHWEST CORNER
 HY0930'OF THE WEST HEADWALL, 24 FEET WEST OF THE WEST RAIL, 3 INCHES
 HY0930'FROM THE CORNER OF THE HEADWALL, AND ABOUT 8 FEET BELOW THE
 HY0930'LEVEL OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0934 ***********************************************************************
 HY0934  DESIGNATION -  RV 99
 HY0934  PID         -  HY0934
 HY0934  STATE/COUNTY-  WV/WAYNE
 HY0934  USGS QUAD   -  LOUISA (1993)
 HY0934
 HY0934                         *CURRENT SURVEY CONTROL
 HY0934  ___________________________________________________________________
 HY0934* NAD 83(1986)-  38 04 27.     (N)    082 33 35.     (W)     SCALED    
 HY0934* NAVD 88     -       176.722  (meters)     579.80   (feet)  ADJUSTED  
 HY0934  ___________________________________________________________________
 HY0934  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HY0934  DYNAMIC HT  -         176.598 (meters)     579.39  (feet)  COMP
 HY0934  MODELED GRAV-     979,921.9   (mgal)                       NAVD 88
 HY0934
 HY0934  VERT ORDER  -  SECOND    CLASS 0
 HY0934
 HY0934.The horizontal coordinates were scaled from a topographic map and have
 HY0934.an estimated accuracy of +/- 6 seconds.
 HY0934
 HY0934.The orthometric height was determined by differential leveling
 HY0934.and adjusted by the National Geodetic Survey in June 1991..
 HY0934
 HY0934.The geoid height was determined by GEOID03.
 HY0934
 HY0934.The dynamic height is computed by dividing the NAVD 88
 HY0934.geopotential number by the normal gravity value computed on the
 HY0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0934.degrees latitude (g = 980.6199 gals.).
 HY0934
 HY0934.The modeled gravity was interpolated from observed gravity values.
 HY0934
 HY0934;                    North         East    Units  Estimated Accuracy
 HY0934;SPC WV S     -   120,370.      463,160.      MT  (+/- 180 meters Scaled)
 HY0934
 HY0934                          SUPERSEDED SURVEY CONTROL
 HY0934
 HY0934  NGVD 29 (??/??/92)  176.942  (m)          580.52   (f) ADJ UNCH    2 0
 HY0934
 HY0934.Superseded values are not recommended for survey control.
 HY0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0934.See file dsdata.txt to determine how the superseded data were derived.
 HY0934
 HY0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC631151(NAD 83)
 HY0934_MARKER: R = RIVET
 HY0934_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0934_SP_SET: CULVERT
 HY0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0934
 HY0934  HISTORY     - Date     Condition        Report By
 HY0934  HISTORY     - UNK      MONUMENTED       NWRR
 HY0934  HISTORY     - 1935     GOOD             NGS
 HY0934
 HY0934                          STATION DESCRIPTION
 HY0934
 HY0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0934'0.2 MI S FROM SALTPETRE.
 HY0934'0.2 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HY0934'STATION AT SALTPETRE, WAYNE COUNTY, 0.2 MILE SOUTH OF MILEPOST
 HY0934'NA 30, 30 FEET NORTH OF SEMAPHORE S 298, AT A CULVERT, IN THE
 HY0934'TOP OF THE SOUTHWEST CORNER OF THE WEST HEADWALL, 12.5 FEET
 HY0934'WEST OF THE WEST RAIL, 5 INCHES FROM THE CORNER OF THE HEADWALL,
 HY0934'AND ABOUT 5 FEET BELOW THE LEVEL OF THE RAIL.  A STANDARD
 HY0934'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0138 ***********************************************************************
 HX0138  DESIGNATION -  RV CRAWFORD
 HX0138  PID         -  HX0138
 HX0138  STATE/COUNTY-  WV/LEWIS
 HX0138  USGS QUAD   -  WALKERSVILLE (1976)
 HX0138
 HX0138                         *CURRENT SURVEY CONTROL
 HX0138  ___________________________________________________________________
 HX0138* NAD 83(1986)-  38 52 15.     (N)    080 26 12.     (W)     SCALED    
 HX0138* NAVD 88     -       336.288  (meters)    1103.30   (feet)  ADJUSTED  
 HX0138  ___________________________________________________________________
 HX0138  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HX0138  DYNAMIC HT  -         336.061 (meters)    1102.56  (feet)  COMP
 HX0138  MODELED GRAV-     979,945.2   (mgal)                       NAVD 88
 HX0138
 HX0138  VERT ORDER  -  SECOND    CLASS 0
 HX0138
 HX0138.The horizontal coordinates were scaled from a topographic map and have
 HX0138.an estimated accuracy of +/- 6 seconds.
 HX0138
 HX0138.The orthometric height was determined by differential leveling
 HX0138.and adjusted by the National Geodetic Survey in June 1991..
 HX0138
 HX0138.The geoid height was determined by GEOID03.
 HX0138
 HX0138.The dynamic height is computed by dividing the NAVD 88
 HX0138.geopotential number by the normal gravity value computed on the
 HX0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0138.degrees latitude (g = 980.6199 gals.).
 HX0138
 HX0138.The modeled gravity was interpolated from observed gravity values.
 HX0138
 HX0138;                    North         East    Units  Estimated Accuracy
 HX0138;SPC WV S     -   207,800.      648,890.      MT  (+/- 180 meters Scaled)
 HX0138
 HX0138                          SUPERSEDED SURVEY CONTROL
 HX0138
 HX0138  NGVD 29 (??/??/92)  336.522  (m)         1104.07   (f) ADJ UNCH    2 0
 HX0138
 HX0138.Superseded values are not recommended for survey control.
 HX0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0138.See file dsdata.txt to determine how the superseded data were derived.
 HX0138
 HX0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND488025(NAD 83)
 HX0138_MARKER: R = RIVET
 HX0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0138_SP_SET: PIER
 HX0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0138
 HX0138  HISTORY     - Date     Condition        Report By
 HX0138  HISTORY     - UNK      MONUMENTED       BORR
 HX0138  HISTORY     - 1935     GOOD             NGS
 HX0138
 HX0138                          STATION DESCRIPTION
 HX0138
 HX0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX0138'AT CRAWFORD.
 HX0138'AT CRAWFORD, ON THE BALTIMORE AND OHIO RAILROAD, ABOUT 519 FEET
 HX0138'WEST OF POLE 129+20, AT A WOODEN WATER TOWER, IN THE TOP OF THE
 HX0138'NORTHWEST CONCRETE PIER, 18 FEET SOUTH OF THE CENTERLINE OF THE
 HX0138'TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD MONEL-METAL
 HX0138'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0109 ***********************************************************************
 HX0109  DESIGNATION -  RV SAGO BRIDGE
 HX0109  PID         -  HX0109
 HX0109  STATE/COUNTY-  WV/UPSHUR
 HX0109  USGS QUAD   -  BUCKHANNON (1989)
 HX0109
 HX0109                         *CURRENT SURVEY CONTROL
 HX0109  ___________________________________________________________________
 HX0109* NAD 83(1986)-  38 54 48.     (N)    080 13 42.     (W)     SCALED    
 HX0109* NAVD 88     -       445.841  (meters)    1462.73   (feet)  ADJUSTED  
 HX0109  ___________________________________________________________________
 HX0109  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HX0109  DYNAMIC HT  -         445.537 (meters)    1461.73  (feet)  COMP
 HX0109  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 HX0109
 HX0109  VERT ORDER  -  SECOND    CLASS 0
 HX0109
 HX0109.The horizontal coordinates were scaled from a topographic map and have
 HX0109.an estimated accuracy of +/- 6 seconds.
 HX0109
 HX0109.The orthometric height was determined by differential leveling
 HX0109.and adjusted by the National Geodetic Survey in June 1991..
 HX0109
 HX0109.The geoid height was determined by GEOID03.
 HX0109
 HX0109.The dynamic height is computed by dividing the NAVD 88
 HX0109.geopotential number by the normal gravity value computed on the
 HX0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0109.degrees latitude (g = 980.6199 gals.).
 HX0109
 HX0109.The modeled gravity was interpolated from observed gravity values.
 HX0109
 HX0109;                    North         East    Units  Estimated Accuracy
 HX0109;SPC WV S     -   212,650.      666,930.      MT  (+/- 180 meters Scaled)
 HX0109
 HX0109                          SUPERSEDED SURVEY CONTROL
 HX0109
 HX0109  NGVD 29 (??/??/92)  446.021  (m)         1463.32   (f) ADJ UNCH    2 0
 HX0109
 HX0109.Superseded values are not recommended for survey control.
 HX0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0109.See file dsdata.txt to determine how the superseded data were derived.
 HX0109
 HX0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND669074(NAD 83)
 HX0109_MARKER: R = RIVET
 HX0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0109_SP_SET: ABUTMENT
 HX0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0109
 HX0109  HISTORY     - Date     Condition        Report By
 HX0109  HISTORY     - UNK      MONUMENTED       BORR
 HX0109  HISTORY     - 1962     GOOD             NGS
 HX0109
 HX0109                          STATION DESCRIPTION
 HX0109
 HX0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0109'3.4 MI E FROM ADRIAN.
 HX0109'ABOUT 1.65 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX0109'THE CROSSING OF STATE HIGHWAYS 20 AND 4 AT ADRIAN, THENCE ABOUT
 HX0109'1.7 MILES EAST ALONG AN ABANDONED RAILROAD, AT A SMALL COMMUNITY
 HX0109'OF SAGO, SET ON TOP OF THE NORTHWEST END OF THE SOUTHWEST STONE
 HX0109'ABUTMENT OF BRIDGE 144.8 THAT IS OVER THE BUCKHANNON RIVER, 7 1/2
 HX0109'FEET NORTH OF THE CENTER LINE OF THE OLD ROADBED, AND ABOUT
 HX0109'LEVEL WITH THE ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1961 ***********************************************************************
 HW1961  DESIGNATION -  RW WVHD
 HW1961  PID         -  HW1961
 HW1961  STATE/COUNTY-  WV/RANDOLPH
 HW1961  USGS QUAD   -  MILL CREEK (1995)
 HW1961
 HW1961                         *CURRENT SURVEY CONTROL
 HW1961  ___________________________________________________________________
 HW1961* NAD 83(1986)-  38 42 45.     (N)    079 58 45.     (W)     SCALED    
 HW1961* NAVD 88     -       622.632  (meters)    2042.75   (feet)  ADJUSTED  
 HW1961  ___________________________________________________________________
 HW1961  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HW1961  DYNAMIC HT  -         622.173 (meters)    2041.25  (feet)  COMP
 HW1961  MODELED GRAV-     979,870.7   (mgal)                       NAVD 88
 HW1961
 HW1961  VERT ORDER  -  FIRST     CLASS II
 HW1961
 HW1961.The horizontal coordinates were scaled from a topographic map and have
 HW1961.an estimated accuracy of +/- 6 seconds.
 HW1961
 HW1961.The orthometric height was determined by differential leveling
 HW1961.and adjusted by the National Geodetic Survey in June 1991..
 HW1961
 HW1961.The geoid height was determined by GEOID03.
 HW1961
 HW1961.The dynamic height is computed by dividing the NAVD 88
 HW1961.geopotential number by the normal gravity value computed on the
 HW1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1961.degrees latitude (g = 980.6199 gals.).
 HW1961
 HW1961.The modeled gravity was interpolated from observed gravity values.
 HW1961
 HW1961;                    North         East    Units  Estimated Accuracy
 HW1961;SPC WV S     -   190,560.      688,780.      MT  (+/- 180 meters Scaled)
 HW1961
 HW1961                          SUPERSEDED SURVEY CONTROL
 HW1961
 HW1961  NGVD 29 (??/??/92)  622.783  (m)         2043.25   (f) ADJ UNCH    1 2
 HW1961
 HW1961.Superseded values are not recommended for survey control.
 HW1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1961.See file dsdata.txt to determine how the superseded data were derived.
 HW1961
 HW1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC887853(NAD 83)
 HW1961_MARKER: DD = SURVEY DISK
 HW1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1961_STAMPING: WEST VIRGINIA HIGHWAY RIGHT OF WAY
 HW1961_MARK LOGO: WVHD  
 HW1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1961+STABILITY: SURFACE MOTION
 HW1961
 HW1961  HISTORY     - Date     Condition        Report By
 HW1961  HISTORY     - UNK      MONUMENTED       WVHD
 HW1961  HISTORY     - 1962     GOOD             NGS
 HW1961  HISTORY     - 1983     GOOD             NGS
 HW1961
 HW1961                          STATION DESCRIPTION
 HW1961
 HW1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1961'AT HUTTONSVILLE.
 HW1961'AT HUTTONSVILLE, AT THE JUNCTION OF U.S. HIGHWAYS 219 AND 250,
 HW1961'DIRECTLY WEST AND ACROSS U.S. HIGHWAY 250 FROM A LARGE GENERAL
 HW1961'STORE, 30 FEET WEST OF CENTER LINE OF U.S. HIGHWAY 250, 78 FEET
 HW1961'SOUTH OF CENTER LINE OF U.S. HIGHWAY 219, AND SET IN THE TOP OF
 HW1961'A CONCRETE POST PROJECTING ABOUT 1 FOOT.
 HW1961
 HW1961                          STATION RECOVERY (1983)
 HW1961
 HW1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0143 ***********************************************************************
 GY0143  DESIGNATION -  RY 219
 GY0143  PID         -  GY0143
 GY0143  STATE/COUNTY-  WV/MINGO
 GY0143  USGS QUAD   -  MAJESTIC (1977)
 GY0143
 GY0143                         *CURRENT SURVEY CONTROL
 GY0143  ___________________________________________________________________
 GY0143* NAD 83(1986)-  37 31 57.     (N)    082 02 35.     (W)     SCALED    
 GY0143* NAVD 88     -       235.579  (meters)     772.90   (feet)  ADJUSTED  
 GY0143  ___________________________________________________________________
 GY0143  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GY0143  DYNAMIC HT  -         235.396 (meters)     772.29  (feet)  COMP
 GY0143  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 GY0143
 GY0143  VERT ORDER  -  SECOND    CLASS 0
 GY0143
 GY0143.The horizontal coordinates were scaled from a topographic map and have
 GY0143.an estimated accuracy of +/- 6 seconds.
 GY0143
 GY0143.The orthometric height was determined by differential leveling
 GY0143.and adjusted by the National Geodetic Survey in June 1991..
 GY0143
 GY0143.The geoid height was determined by GEOID03.
 GY0143
 GY0143.The dynamic height is computed by dividing the NAVD 88
 GY0143.geopotential number by the normal gravity value computed on the
 GY0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0143.degrees latitude (g = 980.6199 gals.).
 GY0143
 GY0143.The modeled gravity was interpolated from observed gravity values.
 GY0143
 GY0143;                    North         East    Units  Estimated Accuracy
 GY0143;SPC WV S     -    59,620.      507,810.      MT  (+/- 180 meters Scaled)
 GY0143
 GY0143                          SUPERSEDED SURVEY CONTROL
 GY0143
 GY0143  NGVD 29 (??/??/92)  235.793  (m)          773.60   (f) ADJ UNCH    2 0
 GY0143
 GY0143.Superseded values are not recommended for survey control.
 GY0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0143.See file dsdata.txt to determine how the superseded data were derived.
 GY0143
 GY0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB078544(NAD 83)
 GY0143_MARKER: R = RIVET
 GY0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0143_SP_SET: BRIDGE
 GY0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0143
 GY0143  HISTORY     - Date     Condition        Report By
 GY0143  HISTORY     - UNK      MONUMENTED       NWRR
 GY0143  HISTORY     - 1935     GOOD             NGS
 GY0143
 GY0143                          STATION DESCRIPTION
 GY0143
 GY0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GY0143'1.7 MI S FROM DEVON.
 GY0143'1.7 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0143'STATION AT DEVON, MINGO COUNTY, 10 RAILS SOUTH OF SEMAPHORE 4450,
 GY0143'3 RAILS SOUTH OF MILEPOST N 445, AT CATENARY BRIDGE 403, IN THE
 GY0143'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE, 9.3 FEET EAST
 GY0143'OF THE EAST RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE RAIL.
 GY0143'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3140 ***********************************************************************
 HX3140  DESIGNATION -  RYAN
 HX3140  PID         -  HX3140
 HX3140  STATE/COUNTY-  WV/ROANE
 HX3140  USGS QUAD   -  KENTUCK (1975)
 HX3140
 HX3140                         *CURRENT SURVEY CONTROL
 HX3140  ___________________________________________________________________
 HX3140* NAD 83(1995)-  38 39 15.96076(N)    081 30 04.24435(W)     ADJUSTED  
 HX3140* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 HX3140  ___________________________________________________________________
 HX3140  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 HX3140  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HX3140
 HX3140  HORZ ORDER  -  FIRST
 HX3140
 HX3140.The horizontal coordinates were established by classical geodetic methods
 HX3140.and adjusted by the National Geodetic Survey in April 1998..
 HX3140
 HX3140.The orthometric height was scaled from a topographic map.
 HX3140
 HX3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3140
 HX3140.The geoid height was determined by GEOID03.
 HX3140
 HX3140;                    North         East     Units Scale Factor Converg.
 HX3140;SPC WV S     -   183,745.092   556,376.269   MT  0.99995925   -0 18 35.4
 HX3140;UTM  17      - 4,278,548.973   456,391.605   MT  0.99962342   -0 18 47.0
 HX3140
 HX3140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3140!SPC WV S     -   0.99995241  x   0.99995925  =   0.99991166
 HX3140!UTM  17      -   0.99995241  x   0.99962342  =   0.99957584
 HX3140
 HX3140|---------------------------------------------------------------------|
 HX3140| PID    Reference Object                     Distance      Geod. Az  |
 HX3140|                                                           dddmmss.s |
 HX3140| DC4248 RYAN RM 1                                          12112     |
 HX3140| DC4249 RYAN RM 2                                          25037     |
 HX3140| DC4247 RYAN AZ MK                                         3513819.7 |
 HX3140|---------------------------------------------------------------------|
 HX3140
 HX3140                          SUPERSEDED SURVEY CONTROL
 HX3140
 HX3140  NAD 83(1995)-  38 39 15.96800(N)    081 30 04.24971(W) AD(       ) 1
 HX3140  NAD 83(1986)-  38 39 15.96805(N)    081 30 04.25004(W) AD(       ) 1
 HX3140  NAD 27      -  38 39 15.63500(N)    081 30 04.80700(W) AD(       ) 1
 HX3140
 HX3140.Superseded values are not recommended for survey control.
 HX3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3140.See file dsdata.txt to determine how the superseded data were derived.
 HX3140
 HX3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC5639278549(NAD 83)
 HX3140_MARKER: DS = TRIANGULATION STATION DISK
 HX3140_SETTING: 0 = UNSPECIFIED SETTING
 HX3140
 HX3140  HISTORY     - Date     Condition        Report By
 HX3140  HISTORY     - 1944     MONUMENTED       CGS
 HX3140
 HX3140                          STATION DESCRIPTION
 HX3140
 HX3140'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3140'STATION IS LOCATED ON
 HX3140'A HIGH KNOLL, NEAR
 HX3140'A LONE CEDAR TREE, ABOUT 9 MILES BY ROAD SW
 HX3140'OF GANDEEVILLE, 3 MILES W OF A SMALL
 HX3140'COMMUNITY CALLED HARMONY,
 HX3140'AND ON LAND OWNED BY JOHN RYAN.  IT IS 12 FEET S OF A WITNESS
 HX3140'POST AND 20 FEET E OF A 15-INCH CEDAR TREE.  THE DISK IS STAMPED
 HX3140'RYAN 1944.
 HX3140'
 HX3140'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3140'DISKS SET IN CONCRETE
 HX3140'
 HX3140'REFERENCE MARK 1 IS ON THE S SLOPE OF THE HILL.  IT IS
 HX3140'STAMPED RYAN NO 1 1944.
 HX3140'
 HX3140'REFERENCE MARK 2 IS ON THE W SLOPE OF THE HILL, IN THE E-W
 HX3140'FENCE LINE NEAR
 HX3140'ROAD.  IT IS STAMPED RYAN NO 2 1944.
 HX3140'
 HX3140'AZIMUTH MARK IS NEAR THE SE CORNER OF FERRELL CEMETERY, 4
 HX3140'FEET S OF A
 HX3140'WITNESS POST, 43 FEET S OF THE SE CORNER OF THE CEMETERY,
 HX3140'AND 23 FEET N OF THE CENTER
 HX3140'LINE OF THE ROAD.  IT IS
 HX3140'STAMPED RYAN 1944.
 HX3140'
 HX3140'TO REACH STATION FROM THE POST OFFICE IN GANDEEVILLE ABOUT
 HX3140'8.7 MILES S OF
 HX3140'SPENCER, GO S ON U.S. HIGHWAY 119 FOR 0.1 MILE TO
 HX3140'A SURFACED ROAD RIGHT, TURN RIGHT
 HX3140'AND GO 5.3 MILES TO A FORK AT
 HX3140'AN UNPAINTED HOUSE, TURN LEFT, CROSSING A SMALL
 HX3140'BRIDGE, AND GO
 HX3140'0.1 MILE TO HARMONY POST OFFICE ON THE LEFT.  CONTINUE ON MAIN
 HX3140'ROAD FOR 2.9
 HX3140'MILES TO A RIGHT FORK UP THE RIDGE, TURN RIGHT, GO
 HX3140'0.8 MILE TO OLD CROSSROADS AND
 HX3140'THE RYAN HOME ON THE LEFT.* TURN
 HX3140'LEFT ON NARROW ROAD ON THE W SIDE OF THE
 HX3140'BUILDINGS AND GO 0.1
 HX3140'MILE TO A BOARD GATE ON THE LEFT, PASS THROUGH GATE AND GO
 HX3140'SE UP HILL
 HX3140'TO LONE CEDAR TREE AND STATION.
 HX3140'
 HX3140'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN SHARP
 HX3140'RIGHT, UP HILL,
 HX3140'AND GO 0.3 MILE TO THE FERRELL CEMETERY ON THE
 HX3140'RIGHT AND THE AZIMUTH MARK AT THE
 HX3140'SE CORNER.
 HX3140'
 HX3140'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3116 ***********************************************************************
 HX3116  DESIGNATION -  RYAN RESET
 HX3116  PID         -  HX3116
 HX3116  STATE/COUNTY-  WV/KANAWHA
 HX3116  USGS QUAD   -  SAINT ALBANS (1976)
 HX3116
 HX3116                         *CURRENT SURVEY CONTROL
 HX3116  ___________________________________________________________________
 HX3116* NAD 83(1995)-  38 23 45.23881(N)    081 47 37.26021(W)     ADJUSTED  
 HX3116* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 HX3116  ___________________________________________________________________
 HX3116  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 HX3116  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HX3116
 HX3116  HORZ ORDER  -  FIRST
 HX3116
 HX3116.The horizontal coordinates were established by classical geodetic methods
 HX3116.and adjusted by the National Geodetic Survey in April 1998..
 HX3116
 HX3116.The orthometric height was scaled from a topographic map.
 HX3116
 HX3116.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3116
 HX3116.The geoid height was determined by GEOID03.
 HX3116
 HX3116;                    North         East     Units Scale Factor Converg.
 HX3116;SPC WV S     -   155,226.674   530,670.798   MT  0.99993246   -0 29 26.3
 HX3116;UTM  17      - 4,250,040.553   430,692.490   MT  0.99965916   -0 29 34.7
 HX3116
 HX3116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3116!SPC WV S     -   0.99995425  x   0.99993246  =   0.99988672
 HX3116!UTM  17      -   0.99995425  x   0.99965916  =   0.99961343
 HX3116
 HX3116:                Primary Azimuth Mark                     Grid Az
 HX3116:SPC WV S     -  RYAN AZ MK                               025 11 57.5
 HX3116:UTM  17      -  RYAN AZ MK                               025 12 05.9
 HX3116
 HX3116|---------------------------------------------------------------------|
 HX3116| PID    Reference Object                     Distance      Geod. Az  |
 HX3116|                                                           dddmmss.s |
 HX3116| DC4244 RYAN AZ MK                                         0244231.2 |
 HX3116| HX3104 CHARLESTON ATT MICROWAVE            APPROX. 4.8 KM 0835615.5 |
 HX3116| DC4245 RYAN RM 5                            20.789 METERS 10329     |
 HX3116| HX3112 WEST VA STATE COLLEGE TANK          APPROX. 3.0 KM 1300404.1 |
 HX3116| DC4246 RYAN RM 6                            22.253 METERS 30034     |
 HX3116| HX3122 NITRO JOHN AMOS STACK               APPROX. 9.0 KM 3430857.2 |
 HX3116|---------------------------------------------------------------------|
 HX3116
 HX3116                          SUPERSEDED SURVEY CONTROL
 HX3116
 HX3116  NAD 83(1995)-  38 23 45.24472(N)    081 47 37.26561(W) AD(       ) 1
 HX3116  NAD 83(1986)-  38 23 45.24661(N)    081 47 37.26648(W) AD(       ) 1
 HX3116  NAD 27      -  38 23 44.91200(N)    081 47 37.80300(W) AD(       ) 1
 HX3116
 HX3116.Superseded values are not recommended for survey control.
 HX3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3116.See file dsdata.txt to determine how the superseded data were derived.
 HX3116
 HX3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3069250041(NAD 83)
 HX3116_MARKER: DS = TRIANGULATION STATION DISK
 HX3116_SETTING: 0 = UNSPECIFIED SETTING
 HX3116
 HX3116  HISTORY     - Date     Condition        Report By
 HX3116  HISTORY     - 1944     MONUMENTED       CGS
 HX3116  HISTORY     - 1958     GOOD             CGS
 HX3116  HISTORY     - 1976     GOOD             NGS
 HX3116  HISTORY     - 1981     GOOD             LOCSUR
 HX3116
 HX3116                          STATION DESCRIPTION
 HX3116
 HX3116'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3116'SURFACE AND REFERENCE MARKS WERE FOUND IN BAD
 HX3116'CONDITION.  THE
 HX3116'UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION,
 HX3116'AND THE NEW STATION MARK (BRONZE
 HX3116'STATION DISK), TWO NEW REFERENCE
 HX3116'MARKS, AND AN AZIMUTH MARK WERE ESTABLISHED.
 HX3116'STATION DISK IS
 HX3116'STAMPED RYAN 1892 1944.
 HX3116'
 HX3116'STATION IS LOCATED ON A HIGH WOODED ROUND HILL, ABOUT 2 MILES
 HX3116'NW OF THE KANAWHA
 HX3116'RIVER, ABOUT 2-1/2 MILES NE OF SAINT ALBANS, ON
 HX3116'LAND OWNED BY MRS. JOHN R. HAYWARD.
 HX3116'IT IS 14 FEET N OF A TRIANGULAR
 HX3116'BLAZE ON AN 8-INCH ELM TREE, 23 FEET SW OF A 20-INCH
 HX3116'OAK TREE,
 HX3116'29 FEET SE OF AN OLD BLAZE ON A 10-INCH ELM TREE, AND 6 FEET SE
 HX3116'OF A WITNESS POST.
 HX3116'
 HX3116'REFERENCE MARK 5 IS 9 FEET N OF 10-INCH WALNUT TREE.  THE
 HX3116'DISK IS STAMPED
 HX3116'RYAN NO 5 1944.
 HX3116'
 HX3116'REFERENCE MARK 6 IS 44 FEET NW OF AN OLD BLAZE ON 10-INCH
 HX3116'ELM TREE.  THE
 HX3116'DISK IS STAMPED RYAN NO 6 1944.
 HX3116'
 HX3116'AZIMUTH MARK IS IN THE S FENCE OF THE ROAD, 10 FEET S OF THE
 HX3116'CENTER LINE OF THE
 HX3116'ROAD, 5.5 FEET W OF A WITNESS POST, AND 50
 HX3116'YARDS NW OF THE JUNCTION OF TWO
 HX3116'ROADS.  THE DISK IS STAMPED
 HX3116'RYAN 1944.
 HX3116'
 HX3116'TO REACH THE STATION FROM THE SAINT ALBANS-NITRO BRIDGE
 HX3116'ABOUT 10 MILES W
 HX3116'OF CHARLESTON, GO NE ON STATE HIGHWAY 25 FOR 2.9
 HX3116'MILES TO WHITE INN ON THE LEFT AND
 HX3116'A DIRT T-ROAD, TURN LEFT ON
 HX3116'DIRT ROAD AND GO 1.2 MILES TO A FORK LEFT, TURN LEFT
 HX3116'AND GO ABOUT
 HX3116'50 YARDS TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.2
 HX3116'MILE TO A GREY
 HX3116'TILE HOUSE ON THE LEFT, TURN LEFT, CROSSING A POLE
 HX3116'BRIDGE, AND FOLLOW A DIM ROAD ON
 HX3116'THE RIGHT SIDE OF THE HOUSE FOR
 HX3116'0.45 MILE TO A GATE.  CONTINUE THROUGH GATE AND
 HX3116'FOLLOW FENCE TO
 HX3116'THE TOP OF THE RIDGE, TURN RIGHT AND FOLLOW RIDGE ABOUT 0.1 MILE
 HX3116'TO HIGHEST
 HX3116'POINT AND STATION.
 HX3116'
 HX3116'HEIGHT OF LIGHT ABOVE STATION MARK - 29 METERS.
 HX3116
 HX3116                          STATION RECOVERY (1958)
 HX3116
 HX3116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3116'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 HX3116'CONDITION.  THE
 HX3116'HILL, ON WHICH THE STATION LIES, IS NOW HEAVILY
 HX3116'COVERED BY BRUSH AND SMALL TIMBER.
 HX3116
 HX3116                          STATION RECOVERY (1976)
 HX3116
 HX3116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3116'STATION MARK, REFERENCE MARKS 5 AND 6 WERE RECOVERED IN GOOD
 HX3116'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED
 HX3116'AND THERE IS NO SUITABLE PLACE TO ESTABLISH ANOTHER.  THE
 HX3116'DISTANCE TO REFERENCE MARK 5 WAS NOTED AND VERIFIED TO BE
 HX3116'0.031 METER LONGER AND A DIFFERENCE OF 01 MINUTE 40.4 SECONDS
 HX3116'WAS NOTED IN THE DIRECTION.  THE DIRECTION TO REFERENCE MARK 6
 HX3116'CHECKED ADEQUATELY HOWEVER THE DISTANCE WAS NOTED TO BE 0.023
 HX3116'METER LONGER.
 HX3116'
 HX3116'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 HX3116'
 HX3116'STATION IS ABOUT 2-1/2 MILES NORTHEAST OF ST. ALBANS, 2 MILES
 HX3116'NORTHWEST OF THE KANAWHA RIVER AND ON PROPERTY OWNED BY
 HX3116'MR. L.F. POFFENBURGER OF CHARLESTON, WEST VIRGINIA, TELEPHONE
 HX3116'NUMBER 304-342-4155.
 HX3116'
 HX3116'TO REACH THE STATION FROM THE OVERPASS THAT PASSES OVER
 HX3116'INTERSTATE 64 ON GOFF MOUNTAIN ROAD, GO SOUTH ON GOFF MOUNTAIN
 HX3116'ROAD FOR 0.2 MILE TO A T-ROAD.  TURN LEFT AND GO EAST ON GOFF
 HX3116'MOUNTAIN ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 HX3116'AND GO SOUTHEASTERLY ON GOFF MOUNTAIN ROAD FOR 0.4 MILE TO A
 HX3116'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY (PASSING TO THE
 HX3116'WEST SIDE OF THE C AND P TELEPHONE COMPANY BUILDING) FOR
 HX3116'0.05 MILE TO THE HOME OF MR. DAVE MILAN ON THE RIGHT,
 HX3116'CARETAKER.  CONTINUE SOUTHERLY ON A GRADED ROAD FOR 0.4 MILE TO
 HX3116'A FORK.  KEEP LEFT FORK UP HILL FOR 0.55 MILE TO A T-ROAD
 HX3116'AFTER PASSING THROUGH TWO LOCKED GATES.  TURN LEFT AND GO
 HX3116'NORTHEAST FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 HX3116'GO EASTERLY FOR 0.2 MILE TO A DIM TRACK ROAD LEFT.  TURN LEFT
 HX3116'ON THE DIM TRACK ROAD FOR 0.35 MILE TO THE HIGHEST PART OF THE
 HX3116'HILL AND THE STATION AT THE SOUTH EDGE OF A VERY HEAVY BRUSH
 HX3116'AREA.
 HX3116'
 HX3116'STATION MARK IS A STANDARD DISK STAMPED---RYAN 1892 1944---,
 HX3116'CEMENTED IN THE TOP OF A 3-INCH PIPE THAT PROJECTS 2 INCHES
 HX3116'ABOVE THE GROUND.  IT IS 60 FEET SOUTHEAST OF A 10-INCH PINE
 HX3116'TREE AND 37 FEET NORTH OF A 30-INCH OAK TREE.  THE UNDERGROUND
 HX3116'MARK IS AN EARTHENWARE PYRAMID SET ABOUT 3 FEET BELOW THE
 HX3116'GROUND.
 HX3116'
 HX3116'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---RYAN 1944 NO 5---,
 HX3116'CEMENTED IN THE TOP OF A 3-INCH PIPE THAT PROJECTS 4 INCHES
 HX3116'ABOVE THE GROUND.  IT IS 8 FEET NORTH OF A TWIN TRUNKED BEECH
 HX3116'TREE AND ABOUT 5 FEET LOWER THAN THE STATION.
 HX3116'
 HX3116'REFERENCE MARK 6 IS A STANDARD DISK STAMPED---RYAN 1944 NO 6---,
 HX3116'CEMENTED IN THE TOP OF A 3-INCH PIPE THAT PROJECTS 3 INCHES
 HX3116'ABOVE THE GROUND.  IT IS 24 FEET WEST-SOUTHWEST OF A 10-INCH
 HX3116'PINE TREE AND ABOUT 6 FEET LOWER THAN THE STATION.
 HX3116'
 HX3116'HEIGHT OF LIGHT ABOVE THE MARK WAS 26.1 METERS.
 HX3116'NO MEASUREMENT BETWEEN REFERENCE MARKS 5 AND 6 DUE TO DIFFICULT
 HX3116'TERRAIN.
 HX3116
 HX3116                          STATION RECOVERY (1981)
 HX3116
 HX3116'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 HX3116'RYAN 1944 RECOVERED GOOD.
 HX3116'
 HX3116'(AZIMUTH) RYAN 1944 RECOVERED GOOD.
 HX3116'
 HX3116'WE SET WITNESS POSTS AT BOTH STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0775 ***********************************************************************
 KY0775  DESIGNATION -  S
 KY0775  PID         -  KY0775
 KY0775  STATE/COUNTY-  WV/OHIO
 KY0775  USGS QUAD   -  WHEELING (1994)
 KY0775
 KY0775                         *CURRENT SURVEY CONTROL
 KY0775  ___________________________________________________________________
 KY0775* NAD 83(1986)-  40 06 12.     (N)    080 42 04.     (W)     SCALED    
 KY0775* NAVD 88     -       203.614  (meters)     668.02   (feet)  ADJUSTED  
 KY0775  ___________________________________________________________________
 KY0775  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0775  DYNAMIC HT  -         203.503 (meters)     667.66  (feet)  COMP
 KY0775  MODELED GRAV-     980,076.0   (mgal)                       NAVD 88
 KY0775
 KY0775  VERT ORDER  -  FIRST     CLASS II
 KY0775
 KY0775.The horizontal coordinates were scaled from a topographic map and have
 KY0775.an estimated accuracy of +/- 6 seconds.
 KY0775
 KY0775.The orthometric height was determined by differential leveling
 KY0775.and adjusted by the National Geodetic Survey in June 1991..
 KY0775
 KY0775.The geoid height was determined by GEOID03.
 KY0775
 KY0775.The dynamic height is computed by dividing the NAVD 88
 KY0775.geopotential number by the normal gravity value computed on the
 KY0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0775.degrees latitude (g = 980.6199 gals.).
 KY0775
 KY0775.The modeled gravity was interpolated from observed gravity values.
 KY0775
 KY0775;                    North         East    Units  Estimated Accuracy
 KY0775;SPC WV N     -   178,690.      497,590.      MT  (+/- 180 meters Scaled)
 KY0775
 KY0775                          SUPERSEDED SURVEY CONTROL
 KY0775
 KY0775  NGVD 29 (??/??/92)  203.768  (m)          668.53   (f) ADJ UNCH    1 2
 KY0775
 KY0775.Superseded values are not recommended for survey control.
 KY0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0775.See file dsdata.txt to determine how the superseded data were derived.
 KY0775
 KY0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE254392(NAD 83)
 KY0775_MARKER: DD = SURVEY DISK
 KY0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0775_MARK LOGO: CGS+SS
 KY0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0775+STABILITY: SURFACE MOTION
 KY0775
 KY0775  HISTORY     - Date     Condition        Report By
 KY0775  HISTORY     - UNK      MONUMENTED       WVGS
 KY0775  HISTORY     - 1935     GOOD             NGS
 KY0775  HISTORY     - 1983     GOOD             NGS
 KY0775
 KY0775                          STATION DESCRIPTION
 KY0775
 KY0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY0775'AT WHEELING.
 KY0775'AT WHEELING, OHIO COUNTY, 3.3 MILES NORTHEAST FROM THE PENNSYLVANIA
 KY0775'RAILROAD FREIGHT STATION, NEAR THE INTERSECTION OF WARWOOD AVENUE
 KY0775'AND THIRD STREET, 23 FEET EAST OF WARWOOD AVENUE, DIRECTLY IN
 KY0775'FRONT OF THE HOUSE AT 302 WARWOOD AVENUE, AND LEVEL WITH THE
 KY0775'SIDEWALK.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A
 KY0775'CONCRETE POST.
 KY0775
 KY0775                          STATION RECOVERY (1983)
 KY0775
 KY0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0215 ***********************************************************************
 JX0215  DESIGNATION -  S 1
 JX0215  PID         -  JX0215
 JX0215  STATE/COUNTY-  WV/TAYLOR
 JX0215  USGS QUAD   -  GRAFTON (1976)
 JX0215
 JX0215                         *CURRENT SURVEY CONTROL
 JX0215  ___________________________________________________________________
 JX0215* NAD 83(1986)-  39 18 53.     (N)    080 01 57.     (W)     SCALED    
 JX0215* NAVD 88     -       305.553  (meters)    1002.47   (feet)  ADJUSTED  
 JX0215  ___________________________________________________________________
 JX0215  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JX0215  DYNAMIC HT  -         305.363 (meters)    1001.85  (feet)  COMP
 JX0215  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 JX0215
 JX0215  VERT ORDER  -  FIRST     CLASS II
 JX0215
 JX0215.The horizontal coordinates were scaled from a topographic map and have
 JX0215.an estimated accuracy of +/- 6 seconds.
 JX0215
 JX0215.The orthometric height was determined by differential leveling
 JX0215.and adjusted by the National Geodetic Survey in June 1991..
 JX0215
 JX0215.The geoid height was determined by GEOID03.
 JX0215
 JX0215.The dynamic height is computed by dividing the NAVD 88
 JX0215.geopotential number by the normal gravity value computed on the
 JX0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0215.degrees latitude (g = 980.6199 gals.).
 JX0215
 JX0215.The modeled gravity was interpolated from observed gravity values.
 JX0215
 JX0215;                    North         East    Units  Estimated Accuracy
 JX0215;SPC WV N     -    90,580.      554,080.      MT  (+/- 180 meters Scaled)
 JX0215
 JX0215                          SUPERSEDED SURVEY CONTROL
 JX0215
 JX0215  NGVD 29 (??/??/92)  305.747  (m)         1003.10   (f) ADJ UNCH    1 2
 JX0215
 JX0215.Superseded values are not recommended for survey control.
 JX0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0215.See file dsdata.txt to determine how the superseded data were derived.
 JX0215
 JX0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND834521(NAD 83)
 JX0215_MARKER: DB = BENCH MARK DISK
 JX0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0215_SP_SET: BUILDING
 JX0215_STAMPING: S 1 1933
 JX0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0215
 JX0215  HISTORY     - Date     Condition        Report By
 JX0215  HISTORY     - 1933     MONUMENTED       CGS
 JX0215  HISTORY     - 1943     GOOD             NGS
 JX0215  HISTORY     - 20050804 MARK NOT FOUND   TERRSV
 JX0215
 JX0215                          STATION DESCRIPTION
 JX0215
 JX0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0215'2.2 MI S FROM GRAFTON.
 JX0215'2.2 MILES SOUTH ALONG THE TYGART DAM SPUR OF THE BALTIMORE AND
 JX0215'OHIO RAILROAD FROM THE STATION AT GRAFTON, TAYLOR COUNTY, 100
 JX0215'FEET NORTH OF TYGART DAM, 60 FEET WEST OF THE CENTERLINE OF THE
 JX0215'TRACK, AT A PUMPING STATION, IN THE EAST FACE AT THE SOUTHEAST
 JX0215'CORNER, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD
 JX0215'DISK, STAMPED S 1 1933 AND SET VERTICALLY.
 JX0215
 JX0215                          STATION RECOVERY (2005)
 JX0215
 JX0215'RECOVERY NOTE BY TERRA SURV 2005 (JVH)
 JX0215'THE BUILDING WHICH THE MARK WAS SET IN WAS DESTROYED A NUMBER OF YEARS
 JX0215'AGO, AND A NEW WATER PUMP STATION WAS BUILT IN THE MID 1980'S. THE
 JX0215'MARK CAN BE CONSIDERED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1486 ***********************************************************************
 HX1486  DESIGNATION -  S 10
 HX1486  PID         -  HX1486
 HX1486  STATE/COUNTY-  WV/BRAXTON
 HX1486  USGS QUAD   -  BURNSVILLE (1989)
 HX1486
 HX1486                         *CURRENT SURVEY CONTROL
 HX1486  ___________________________________________________________________
 HX1486* NAD 83(1986)-  38 49 48.     (N)    080 40 08.     (W)     SCALED    
 HX1486* NAVD 88     -       237.027  (meters)     777.65   (feet)  ADJUSTED  
 HX1486  ___________________________________________________________________
 HX1486  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HX1486  DYNAMIC HT  -         236.873 (meters)     777.14  (feet)  COMP
 HX1486  MODELED GRAV-     979,973.2   (mgal)                       NAVD 88
 HX1486
 HX1486  VERT ORDER  -  SECOND    CLASS 0
 HX1486
 HX1486.The horizontal coordinates were scaled from a topographic map and have
 HX1486.an estimated accuracy of +/- 6 seconds.
 HX1486
 HX1486.The orthometric height was determined by differential leveling
 HX1486.and adjusted by the National Geodetic Survey in June 1991..
 HX1486
 HX1486.The geoid height was determined by GEOID03.
 HX1486
 HX1486.The dynamic height is computed by dividing the NAVD 88
 HX1486.geopotential number by the normal gravity value computed on the
 HX1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1486.degrees latitude (g = 980.6199 gals.).
 HX1486
 HX1486.The modeled gravity was interpolated from observed gravity values.
 HX1486
 HX1486;                    North         East    Units  Estimated Accuracy
 HX1486;SPC WV S     -   203,170.      628,750.      MT  (+/- 180 meters Scaled)
 HX1486
 HX1486                          SUPERSEDED SURVEY CONTROL
 HX1486
 HX1486  NGVD 29 (??/??/92)  237.237  (m)          778.34   (f) ADJ UNCH    2 0
 HX1486
 HX1486.Superseded values are not recommended for survey control.
 HX1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1486.See file dsdata.txt to determine how the superseded data were derived.
 HX1486
 HX1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC287979(NAD 83)
 HX1486_MARKER: DB = BENCH MARK DISK
 HX1486_SETTING: 80 = SET IN A BOULDER
 HX1486_SP_SET: BOULDER
 HX1486_STAMPING: S 10 1933
 HX1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1486+STABILITY: SURFACE MOTION
 HX1486
 HX1486  HISTORY     - Date     Condition        Report By
 HX1486  HISTORY     - 1933     MONUMENTED       CGS
 HX1486  HISTORY     - 1962     GOOD             NGS
 HX1486  HISTORY     - 1974     POOR             NGS
 HX1486
 HX1486                          STATION DESCRIPTION
 HX1486
 HX1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1486'AT GEM.
 HX1486'AT GEM, 87 FEET SOUTH OF THE SOUTH CORNER OF THE POST OFFICE,
 HX1486'SET ON TOP OF AN EMBEDDED BOULDER THAT IS ABOUT 5-BY 6-FOOT LONG,
 HX1486'36 FEET WEST OF THE CENTER LINE OF A BLACK TOP ROAD, 165 FEET
 HX1486'WEST OF THE WEST RAIL, 79 FEET SOUTHWEST OF A FOOT BRIDGE, 14
 HX1486'FEET NORTHWEST OF NORTHWEST CORNER OF A SMALL WHITE SHED, AND
 HX1486'ABOUT 9 FEET ABOVE THE LEVEL OF THE ROAD.
 HX1486
 HX1486                          STATION RECOVERY (1974)
 HX1486
 HX1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HX1486'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1271 ***********************************************************************
 JX1271  DESIGNATION -  S 100
 JX1271  PID         -  JX1271
 JX1271  STATE/COUNTY-  WV/WOOD
 JX1271  USGS QUAD   -  POND CREEK (1994)
 JX1271
 JX1271                         *CURRENT SURVEY CONTROL
 JX1271  ___________________________________________________________________
 JX1271* NAD 83(1986)-  39 07 28.     (N)    081 39 30.     (W)     SCALED    
 JX1271* NAVD 88     -       202.649  (meters)     664.86   (feet)  ADJUSTED  
 JX1271  ___________________________________________________________________
 JX1271  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1271  DYNAMIC HT  -         202.522 (meters)     664.44  (feet)  COMP
 JX1271  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 JX1271
 JX1271  VERT ORDER  -  SECOND    CLASS 0
 JX1271
 JX1271.The horizontal coordinates were scaled from a topographic map and have
 JX1271.an estimated accuracy of +/- 6 seconds.
 JX1271
 JX1271.The orthometric height was determined by differential leveling
 JX1271.and adjusted by the National Geodetic Survey in June 1991..
 JX1271
 JX1271.The geoid height was determined by GEOID03.
 JX1271
 JX1271.The dynamic height is computed by dividing the NAVD 88
 JX1271.geopotential number by the normal gravity value computed on the
 JX1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1271.degrees latitude (g = 980.6199 gals.).
 JX1271
 JX1271.The modeled gravity was interpolated from observed gravity values.
 JX1271
 JX1271;                    North         East    Units  Estimated Accuracy
 JX1271;SPC WV N     -    71,570.      413,380.      MT  (+/- 180 meters Scaled)
 JX1271
 JX1271                          SUPERSEDED SURVEY CONTROL
 JX1271
 JX1271  NGVD 29 (??/??/92)  202.826  (m)          665.44   (f) ADJ UNCH    2 0
 JX1271
 JX1271.Superseded values are not recommended for survey control.
 JX1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1271.See file dsdata.txt to determine how the superseded data were derived.
 JX1271
 JX1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD430307(NAD 83)
 JX1271_MARKER: DB = BENCH MARK DISK
 JX1271_SETTING: 66 = SET IN ROCK OUTCROP
 JX1271_SP_SET: ROCK LEDGE
 JX1271_STAMPING: S 100 1956
 JX1271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1271+STABILITY: POSITION/ELEVATION WELL
 JX1271
 JX1271  HISTORY     - Date     Condition        Report By
 JX1271  HISTORY     - 1956     MONUMENTED       CGS
 JX1271  HISTORY     - 1976     GOOD             NGS
 JX1271
 JX1271                          STATION DESCRIPTION
 JX1271
 JX1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1271'2.4 MI SW FROM WADEVILLE.
 JX1271'2.45 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER
 JX1271'NORTH FORK OF LEE CREEK AT WADEVILLE, ABOUT 0.1 MILE NORTHEAST
 JX1271'OF T JUNCTION OF A NORTHWEST-SOUTHEAST GRAVEL ROAD, SET IN THE
 JX1271'TOP OF THE SOUTHWEST END OF A 20 BY 3 1/2-FOOT SANDSTONE LEDGE
 JX1271'PROJECTING OUT OF LEFT BANK OF A STREAM, 29 1/2 FEET SOUTHEAST OF
 JX1271'CENTER LINE OF ROAD, 106 1/2 FEET EAST-SOUTHEAST AND ACROSS ROAD
 JX1271'FROM EAST CORNER OF A BARN OWNED BY MR. J.O. FLINN, 58 FEET
 JX1271'EAST-SOUTHEAST OF AND ACROSS ROAD FROM CENTER OF A WELL, 11 3/4
 JX1271'FEET SOUTHWEST AND ABOUT 1 1/2 FEET ABOVE A 12-INCH TRIANGLE
 JX1271'CHISELED IN ROCK LEDGE, 2 FEET NORTHEAST OF SOUTHWEST END OF
 JX1271'LEDGE, ABOUT 5 FEET ABOVE CREEK BED AND ABOUT 2 1/2 FEET ABOVE
 JX1271'LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM BELLEVILLE, WOOD
 JX1271'COUNTY BY GOING ABOUT 5.0 MILES EAST ALONG A GRAVEL ROAD FROM
 JX1271'THE BALTIMORE AND OHIO RAILROAD STATION AND INTERSECTION OF STATE
 JX1271'HIGHWAY 2, THENCE ABOUT 0.1 MILE NORTHEAST ALONG A GRAVEL ROAD
 JX1271'LEADING TO WADEVILLE.  NOTE-- MARK IS REACHED FROM ROCKPORT, WOOD
 JX1271'COUNTY, BY GOING ABOUT 8.15 MILES WEST AND NORTHWEST ALONG A
 JX1271'GRAVEL ROAD FROM THE SCHOOL AND JUNCTION OF U.S. HIGHWAY 21,
 JX1271'THENCE ABOUT 0.1 MILE NORTHEAST ALONG A GRAVEL ROAD LEADING TO
 JX1271'WADEVILLE.
 JX1271
 JX1271                          STATION RECOVERY (1976)
 JX1271
 JX1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1238 ***********************************************************************
 JX1238  DESIGNATION -  S 101
 JX1238  PID         -  JX1238
 JX1238  STATE/COUNTY-  WV/WOOD
 JX1238  USGS QUAD   -  ROCKPORT (1975)
 JX1238
 JX1238                         *CURRENT SURVEY CONTROL
 JX1238  ___________________________________________________________________
 JX1238* NAD 83(1986)-  39 04 34.     (N)    081 35 12.     (W)     SCALED    
 JX1238* NAVD 88     -       314.745  (meters)    1032.63   (feet)  POSTED    
 JX1238  ___________________________________________________________________
 JX1238  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JX1238  DYNAMIC HT  -         314.550 (meters)    1031.99  (feet)  COMP
 JX1238  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JX1238
 JX1238  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JX1238
 JX1238.The horizontal coordinates were scaled from a topographic map and have
 JX1238.an estimated accuracy of +/- 6 seconds.
 JX1238
 JX1238.The orthometric height was determined by differential leveling
 JX1238.and adjusted by the National Geodetic Survey in 1992..
 JX1238.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JX1238.rate greater than 8.0 mm/km.
 JX1238
 JX1238.The geoid height was determined by GEOID03.
 JX1238
 JX1238.The dynamic height is computed by dividing the NAVD 88
 JX1238.geopotential number by the normal gravity value computed on the
 JX1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1238.degrees latitude (g = 980.6199 gals.).
 JX1238
 JX1238.The modeled gravity was interpolated from observed gravity values.
 JX1238
 JX1238;                    North         East    Units  Estimated Accuracy
 JX1238;SPC WV N     -    66,060.      419,450.      MT  (+/- 180 meters Scaled)
 JX1238
 JX1238                          SUPERSEDED SURVEY CONTROL
 JX1238
 JX1238  NGVD 29 (??/??/92)  314.913  (m)         1033.18   (f) ADJ UNCH    2 0
 JX1238
 JX1238.Superseded values are not recommended for survey control.
 JX1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1238.See file dsdata.txt to determine how the superseded data were derived.
 JX1238
 JX1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD492253(NAD 83)
 JX1238_MARKER: DB = BENCH MARK DISK
 JX1238_SETTING: 66 = SET IN ROCK OUTCROP
 JX1238_SP_SET: ROCK LEDGE
 JX1238_STAMPING: S 101 1956
 JX1238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1238+STABILITY: POSITION/ELEVATION WELL
 JX1238
 JX1238  HISTORY     - Date     Condition        Report By
 JX1238  HISTORY     - 1956     MONUMENTED       CGS
 JX1238
 JX1238                          STATION DESCRIPTION
 JX1238
 JX1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1238'2 MI W FROM ROCKPORT.
 JX1238'2.05 MILES WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AND JUNCTION
 JX1238'OF U.S. HIGHWAY 21 AT ROCKPORT, ABOUT 0.25 MILE SOUTHEAST OF
 JX1238'JUNCTION OF A ROAD NORTH, 21 FEET SOUTH OF CENTER LINE OF
 JX1238'ROAD, 150 FEET EAST OF CENTER OF JUNCTION OF A ROAD LEADING
 JX1238'SOUTH AND CENTER OF A CURVE IN GRAVEL ROAD WITH TANGENTS EXTENDING
 JX1238'EAST AND NORTH-NORTHWEST, 160 FEET SOUTH AND ACROSS ROAD FROM
 JX1238'SOUTHWEST CORNER OF W.E. HALE RESIDENCE WHICH IS LOCATED ON A
 JX1238'HILL, 21 FEET WEST OF CROSSING OF ROAD AND A NORTH-SOUTH POWER
 JX1238'LINE, 7 FEET SOUTH OF A FENCE LINE, IN THE TOP OF AN OUTCROPPING
 JX1238'SANDSTONE LEDGE WITH 4 BY 2 1/2-FOOT EXPOSED SURFACE AND ABOUT 5
 JX1238'FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2669 ***********************************************************************
 HX2669  DESIGNATION -  S 102
 HX2669  PID         -  HX2669
 HX2669  STATE/COUNTY-  WV/JACKSON
 HX2669  USGS QUAD   -  LIVERPOOL (1975)
 HX2669
 HX2669                         *CURRENT SURVEY CONTROL
 HX2669  ___________________________________________________________________
 HX2669* NAD 83(1986)-  38 58 09.     (N)    081 35 53.     (W)     SCALED    
 HX2669* NAVD 88     -       189.902  (meters)     623.04   (feet)  ADJUSTED  
 HX2669  ___________________________________________________________________
 HX2669  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 HX2669  DYNAMIC HT  -         189.780 (meters)     622.64  (feet)  COMP
 HX2669  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 HX2669
 HX2669  VERT ORDER  -  SECOND    CLASS 0
 HX2669
 HX2669.The horizontal coordinates were scaled from a topographic map and have
 HX2669.an estimated accuracy of +/- 6 seconds.
 HX2669
 HX2669.The orthometric height was determined by differential leveling
 HX2669.and adjusted by the National Geodetic Survey in June 1991..
 HX2669
 HX2669.The geoid height was determined by GEOID03.
 HX2669
 HX2669.The dynamic height is computed by dividing the NAVD 88
 HX2669.geopotential number by the normal gravity value computed on the
 HX2669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2669.degrees latitude (g = 980.6199 gals.).
 HX2669
 HX2669.The modeled gravity was interpolated from observed gravity values.
 HX2669
 HX2669;                    North         East    Units  Estimated Accuracy
 HX2669;SPC WV S     -   218,730.      548,170.      MT  (+/- 180 meters Scaled)
 HX2669
 HX2669                          SUPERSEDED SURVEY CONTROL
 HX2669
 HX2669  NGVD 29 (??/??/92)  190.076  (m)          623.61   (f) ADJ UNCH    2 0
 HX2669
 HX2669.Superseded values are not recommended for survey control.
 HX2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2669.See file dsdata.txt to determine how the superseded data were derived.
 HX2669
 HX2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD481135(NAD 83)
 HX2669_MARKER: DB = BENCH MARK DISK
 HX2669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2669_SP_SET: BRIDGE SEAT
 HX2669_STAMPING: S 102 1956
 HX2669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2669
 HX2669  HISTORY     - Date     Condition        Report By
 HX2669  HISTORY     - 1956     MONUMENTED       CGS
 HX2669  HISTORY     - 1976     GOOD             NGS
 HX2669
 HX2669                          STATION DESCRIPTION
 HX2669
 HX2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2669'1.2 MI NE FROM LOCKHART.
 HX2669'ABOUT 1.2 MILES NORTHEAST ALONG U.S. HIGHWAY 21 FROM BALDERSONS
 HX2669'STORE AT LOCKHART, ABOUT 1.1 MILES SOUTHWEST OF BRIDGE OVER
 HX2669'FARLEY RUN AT WISEBURG, AT THE JUNCTION OF A ROAD SOUTHEAST, SET
 HX2669'IN THE TOP OF NORTHEAST END OF BRIDGE SEAT OF NORTHWEST STONE
 HX2669'ABUTMENT OF WOODEN DECK STEEL BRIDGE OVER LEFT FORK ON GRAVEL
 HX2669'ROAD SOUTHEAST, 72 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 7
 HX2669'FEET NORTHEAST OF CENTER LINE OF ROAD SOUTHEAST, 1/2 FOOT WEST
 HX2669'OF EAST CORNER OF BRIDGE SEAT AND 1 1/2 FEET BELOW LEVEL OF
 HX2669'BRIDGE FLOOR.
 HX2669
 HX2669                          STATION RECOVERY (1976)
 HX2669
 HX2669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2450 ***********************************************************************
 HX2450  DESIGNATION -  S 103
 HX2450  PID         -  HX2450
 HX2450  STATE/COUNTY-  WV/JACKSON
 HX2450  USGS QUAD   -  RIPLEY (1975)
 HX2450
 HX2450                         *CURRENT SURVEY CONTROL
 HX2450  ___________________________________________________________________
 HX2450* NAD 83(1986)-  38 51 54.     (N)    081 41 33.     (W)     SCALED    
 HX2450* NAVD 88     -       260.741  (meters)     855.45   (feet)  ADJUSTED  
 HX2450  ___________________________________________________________________
 HX2450  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HX2450  DYNAMIC HT  -         260.572 (meters)     854.89  (feet)  COMP
 HX2450  MODELED GRAV-     979,973.8   (mgal)                       NAVD 88
 HX2450
 HX2450  VERT ORDER  -  SECOND    CLASS 0
 HX2450
 HX2450.The horizontal coordinates were scaled from a topographic map and have
 HX2450.an estimated accuracy of +/- 6 seconds.
 HX2450
 HX2450.The orthometric height was determined by differential leveling
 HX2450.and adjusted by the National Geodetic Survey in June 1991..
 HX2450
 HX2450.The geoid height was determined by GEOID03.
 HX2450
 HX2450.The dynamic height is computed by dividing the NAVD 88
 HX2450.geopotential number by the normal gravity value computed on the
 HX2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2450.degrees latitude (g = 980.6199 gals.).
 HX2450
 HX2450.The modeled gravity was interpolated from observed gravity values.
 HX2450
 HX2450;                    North         East    Units  Estimated Accuracy
 HX2450;SPC WV S     -   207,230.      539,900.      MT  (+/- 180 meters Scaled)
 HX2450
 HX2450                          SUPERSEDED SURVEY CONTROL
 HX2450
 HX2450  NGVD 29 (??/??/92)  260.911  (m)          856.01   (f) ADJ UNCH    2 0
 HX2450
 HX2450.Superseded values are not recommended for survey control.
 HX2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2450.See file dsdata.txt to determine how the superseded data were derived.
 HX2450
 HX2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD399020(NAD 83)
 HX2450_MARKER: DB = BENCH MARK DISK
 HX2450_SETTING: 66 = SET IN ROCK OUTCROP
 HX2450_SP_SET: ROCK LEDGE
 HX2450_STAMPING: S 103 1956
 HX2450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2450+STABILITY: POSITION/ELEVATION WELL
 HX2450
 HX2450  HISTORY     - Date     Condition        Report By
 HX2450  HISTORY     - 1956     MONUMENTED       CGS
 HX2450
 HX2450                          STATION DESCRIPTION
 HX2450
 HX2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2450'3.4 MI NE FROM RIPLEY.
 HX2450'ABOUT 3.45 MILES NORTHEAST ALONG U.S. HIGHWAY 21 FROM THE
 HX2450'INTERSECTION OF U.S. HIGHWAY 33 AND POST OFFICE AT RIPLEY, ABOUT
 HX2450'0.1 MILE NORTH OF THE TOP OF A GRADE, SET VERTICALLY IN FACE OF
 HX2450'A SANDSTONE LEDGE ABOUT 20 BY 4 FEET, 24 FEET WEST OF CENTER LINE
 HX2450'OF HIGHWAY, 237 FEET NORTH OF CENTER LINE OF JUNCTION OF HIGHWAY
 HX2450'AND A ROAD WHICH LEADS EAST TO TOP OF RIDGE, 120 FEET NORTH-NORTHEAST
 HX2450'OF NORTHEAST CORNER OF RIGHT ANGLE CONCRETE HEAD WALL OF A 24-INCH
 HX2450'PIPE CULVERT UNDER HIGHWAY, 11 FEET SOUTHWEST OF NORTHEAST END
 HX2450'OF LEDGE, ABOUT 1 FOOT BELOW TOP OF LEDGE AND ABOUT 3 FEET ABOVE
 HX2450'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0318 ***********************************************************************
 HY0318  DESIGNATION -  S 104
 HY0318  PID         -  HY0318
 HY0318  STATE/COUNTY-  WV/MASON
 HY0318  USGS QUAD   -  CHESHIRE (1989)
 HY0318
 HY0318                         *CURRENT SURVEY CONTROL
 HY0318  ___________________________________________________________________
 HY0318* NAD 83(1986)-  38 55 02.     (N)    082 05 01.     (W)     SCALED    
 HY0318* NAVD 88     -       186.396  (meters)     611.53   (feet)  ADJUSTED  
 HY0318  ___________________________________________________________________
 HY0318  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HY0318  DYNAMIC HT  -         186.279 (meters)     611.15  (feet)  COMP
 HY0318  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 HY0318
 HY0318  VERT ORDER  -  SECOND    CLASS 0
 HY0318
 HY0318.The horizontal coordinates were scaled from a topographic map and have
 HY0318.an estimated accuracy of +/- 6 seconds.
 HY0318
 HY0318.The orthometric height was determined by differential leveling
 HY0318.and adjusted by the National Geodetic Survey in June 1991..
 HY0318
 HY0318.The geoid height was determined by GEOID03.
 HY0318
 HY0318.The dynamic height is computed by dividing the NAVD 88
 HY0318.geopotential number by the normal gravity value computed on the
 HY0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0318.degrees latitude (g = 980.6199 gals.).
 HY0318
 HY0318.The modeled gravity was interpolated from observed gravity values.
 HY0318
 HY0318;                    North         East    Units  Estimated Accuracy
 HY0318;SPC WV S     -   213,350.      506,020.      MT  (+/- 180 meters Scaled)
 HY0318
 HY0318                          SUPERSEDED SURVEY CONTROL
 HY0318
 HY0318  NGVD 29 (??/??/92)  186.589  (m)          612.17   (f) ADJ UNCH    2 0
 HY0318
 HY0318.Superseded values are not recommended for survey control.
 HY0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0318.See file dsdata.txt to determine how the superseded data were derived.
 HY0318
 HY0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD060081(NAD 83)
 HY0318_MARKER: DB = BENCH MARK DISK
 HY0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0318_SP_SET: TANK BASE
 HY0318_STAMPING: S 104 1956
 HY0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0318
 HY0318  HISTORY     - Date     Condition        Report By
 HY0318  HISTORY     - 1956     MONUMENTED       CGS
 HY0318  HISTORY     - 1976     GOOD             NGS
 HY0318
 HY0318                          STATION DESCRIPTION
 HY0318
 HY0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0318'3.2 MI SE FROM LAKIN.
 HY0318'2.05 MILES SOUTH ALONG STATE HIGHWAY 62 FROM LAKIN STATE HOSPITAL
 HY0318'AT LAKIN, THENCE ABOUT 1.1 MILES SOUTHEAST ALONG A BLACK-TOP ROAD,
 HY0318'SET VERTICALLY IN THE NORTHEAST FACE OF EAST LEG OF THE SOUTHEAST
 HY0318'MOST OF A ROW OF ABANDONED CHEMICAL TANKS OF WEST VIRGINIA
 HY0318'ORDINANCE DEPOT, 397 FEET NORTHWEST OF CENTER OF A CROSSROAD,
 HY0318'89 FEET SOUTHWEST OF CENTER LINE OF BLACK TOP ROAD, 24 FEET
 HY0318'SOUTHWEST OF SOUTHWEST RAIL OF THE SOUTHWEST MOST OF TWO RAILROAD
 HY0318'TRACKS AND 3 1/2 FEET ABOVE GROUND.
 HY0318
 HY0318                          STATION RECOVERY (1976)
 HY0318
 HY0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2490 ***********************************************************************
 HX2490  DESIGNATION -  S 105
 HX2490  PID         -  HX2490
 HX2490  STATE/COUNTY-  WV/ROANE
 HX2490  USGS QUAD   -  KENTUCK (1975)
 HX2490
 HX2490                         *CURRENT SURVEY CONTROL
 HX2490  ___________________________________________________________________
 HX2490* NAD 83(1986)-  38 41 39.     (N)    081 30 06.     (W)     SCALED    
 HX2490* NAVD 88     -       295.152  (meters)     968.34   (feet)  ADJUSTED  
 HX2490  ___________________________________________________________________
 HX2490  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HX2490  DYNAMIC HT  -         294.954 (meters)     967.69  (feet)  COMP
 HX2490  MODELED GRAV-     979,952.2   (mgal)                       NAVD 88
 HX2490
 HX2490  VERT ORDER  -  SECOND    CLASS 0
 HX2490
 HX2490.The horizontal coordinates were scaled from a topographic map and have
 HX2490.an estimated accuracy of +/- 6 seconds.
 HX2490
 HX2490.The orthometric height was determined by differential leveling
 HX2490.and adjusted by the National Geodetic Survey in June 1991..
 HX2490
 HX2490.The geoid height was determined by GEOID03.
 HX2490
 HX2490.The dynamic height is computed by dividing the NAVD 88
 HX2490.geopotential number by the normal gravity value computed on the
 HX2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2490.degrees latitude (g = 980.6199 gals.).
 HX2490
 HX2490.The modeled gravity was interpolated from observed gravity values.
 HX2490
 HX2490;                    North         East    Units  Estimated Accuracy
 HX2490;SPC WV S     -   188,160.      556,360.      MT  (+/- 180 meters Scaled)
 HX2490
 HX2490                          SUPERSEDED SURVEY CONTROL
 HX2490
 HX2490  NGVD 29 (??/??/92)  295.323  (m)          968.91   (f) ADJ UNCH    2 0
 HX2490
 HX2490.Superseded values are not recommended for survey control.
 HX2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2490.See file dsdata.txt to determine how the superseded data were derived.
 HX2490
 HX2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC563829(NAD 83)
 HX2490_MARKER: DB = BENCH MARK DISK
 HX2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2490_STAMPING: S 105 1956
 HX2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2490+STABILITY: SURFACE MOTION
 HX2490
 HX2490  HISTORY     - Date     Condition        Report By
 HX2490  HISTORY     - 1956     MONUMENTED       CGS
 HX2490
 HX2490                          STATION DESCRIPTION
 HX2490
 HX2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2490'1.6 MI NW FROM HARMONY.
 HX2490'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM BRIDGE
 HX2490'OVER COX FORK AT HARMONY, THENCE ABOUT 1.45 MILES NORTHWEST
 HX2490'ALONG A GRAVEL ROAD LEADING TO STATTS MILLS, ABOUT 0.35 MILE
 HX2490'NORTHWEST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST, ABOUT
 HX2490'0.4 MILE SOUTHEAST OF JUNCTION OF A ROAD EAST, 24 FEET
 HX2490'EAST-NORTHEAST OF CENTER LINE OF ROAD, 47 YARDS SOUTH OF THE
 HX2490'BOTTOM OF GRADES, 72 FEET NORTH OF CENTER OF JUNCTION OF A
 HX2490'DRIVE WEST INTO A PASTURE WITH OIL WELLS, 1 FOOT SOUTHWEST OF A
 HX2490'FENCE LINE, 4 1/2 FEET NORTHWEST OF A FENCE CORNER, 2 FEET
 HX2490'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL
 HX2490'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2371 ***********************************************************************
 HX2371  DESIGNATION -  S 106
 HX2371  PID         -  HX2371
 HX2371  STATE/COUNTY-  WV/JACKSON
 HX2371  USGS QUAD   -  KENNA (1975)
 HX2371
 HX2371                         *CURRENT SURVEY CONTROL
 HX2371  ___________________________________________________________________
 HX2371* NAD 83(1986)-  38 43 36.     (N)    081 43 23.     (W)     SCALED    
 HX2371* NAVD 88     -       201.265  (meters)     660.32   (feet)  ADJUSTED  
 HX2371  ___________________________________________________________________
 HX2371  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HX2371  DYNAMIC HT  -         201.131 (meters)     659.88  (feet)  COMP
 HX2371  MODELED GRAV-     979,961.0   (mgal)                       NAVD 88
 HX2371
 HX2371  VERT ORDER  -  SECOND    CLASS 0
 HX2371
 HX2371.The horizontal coordinates were scaled from a topographic map and have
 HX2371.an estimated accuracy of +/- 6 seconds.
 HX2371
 HX2371.The orthometric height was determined by differential leveling
 HX2371.and adjusted by the National Geodetic Survey in June 1991..
 HX2371
 HX2371.The geoid height was determined by GEOID03.
 HX2371
 HX2371.The dynamic height is computed by dividing the NAVD 88
 HX2371.geopotential number by the normal gravity value computed on the
 HX2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2371.degrees latitude (g = 980.6199 gals.).
 HX2371
 HX2371.The modeled gravity was interpolated from observed gravity values.
 HX2371
 HX2371;                    North         East    Units  Estimated Accuracy
 HX2371;SPC WV S     -   191,890.      537,130.      MT  (+/- 180 meters Scaled)
 HX2371
 HX2371                          SUPERSEDED SURVEY CONTROL
 HX2371
 HX2371  NGVD 29 (??/??/92)  201.447  (m)          660.91   (f) ADJ UNCH    2 0
 HX2371
 HX2371.Superseded values are not recommended for survey control.
 HX2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2371.See file dsdata.txt to determine how the superseded data were derived.
 HX2371
 HX2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC371866(NAD 83)
 HX2371_MARKER: DB = BENCH MARK DISK
 HX2371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2371_SP_SET: BRIDGE
 HX2371_STAMPING: S 106 1956
 HX2371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2371
 HX2371  HISTORY     - Date     Condition        Report By
 HX2371  HISTORY     - 1956     MONUMENTED       CGS
 HX2371
 HX2371                          STATION DESCRIPTION
 HX2371
 HX2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2371'0.8 MI SE FROM GIVEN.
 HX2371'ABOUT 0.75 MILE SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING LEFT
 HX2371'FORK OF PARCHMENT CREEK FROM PARCHMENT CHAPEL AT GIVEN, ABOUT
 HX2371'35 YARDS SOUTH OF JUNCTION OF A DIRT ROAD LEADING NORTH-NORTHEAST,
 HX2371'11 FEET WEST OF CENTER LINE OF ROAD, IN THE TOP OF THE SOUTH END
 HX2371'OF WEST HEAD WALL OF A 12-FOOT CONCRETE AND STONE BRIDGE OVER
 HX2371'A CREEK BRANCH AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2469 ***********************************************************************
 HX2469  DESIGNATION -  S 107
 HX2469  PID         -  HX2469
 HX2469  STATE/COUNTY-  WV/JACKSON
 HX2469  USGS QUAD   -  RIPLEY (1975)
 HX2469
 HX2469                         *CURRENT SURVEY CONTROL
 HX2469  ___________________________________________________________________
 HX2469* NAD 83(1986)-  38 48 35.     (N)    081 38 23.     (W)     SCALED    
 HX2469* NAVD 88     -       194.570  (meters)     638.35   (feet)  ADJUSTED  
 HX2469  ___________________________________________________________________
 HX2469  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HX2469  DYNAMIC HT  -         194.442 (meters)     637.93  (feet)  COMP
 HX2469  MODELED GRAV-     979,967.9   (mgal)                       NAVD 88
 HX2469
 HX2469  VERT ORDER  -  SECOND    CLASS 0
 HX2469
 HX2469.The horizontal coordinates were scaled from a topographic map and have
 HX2469.an estimated accuracy of +/- 6 seconds.
 HX2469
 HX2469.The orthometric height was determined by differential leveling
 HX2469.and adjusted by the National Geodetic Survey in June 1991..
 HX2469
 HX2469.The geoid height was determined by GEOID03.
 HX2469
 HX2469.The dynamic height is computed by dividing the NAVD 88
 HX2469.geopotential number by the normal gravity value computed on the
 HX2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2469.degrees latitude (g = 980.6199 gals.).
 HX2469
 HX2469.The modeled gravity was interpolated from observed gravity values.
 HX2469
 HX2469;                    North         East    Units  Estimated Accuracy
 HX2469;SPC WV S     -   201,060.      544,440.      MT  (+/- 180 meters Scaled)
 HX2469
 HX2469                          SUPERSEDED SURVEY CONTROL
 HX2469
 HX2469  NGVD 29 (??/??/92)  194.743  (m)          638.92   (f) ADJ UNCH    2 0
 HX2469
 HX2469.Superseded values are not recommended for survey control.
 HX2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2469.See file dsdata.txt to determine how the superseded data were derived.
 HX2469
 HX2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC444958(NAD 83)
 HX2469_MARKER: DB = BENCH MARK DISK
 HX2469_SETTING: 66 = SET IN ROCK OUTCROP
 HX2469_SP_SET: ROCK CUT
 HX2469_STAMPING: S 107 1956
 HX2469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2469+STABILITY: POSITION/ELEVATION WELL
 HX2469
 HX2469  HISTORY     - Date     Condition        Report By
 HX2469  HISTORY     - 1956     MONUMENTED       CGS
 HX2469
 HX2469                          STATION DESCRIPTION
 HX2469
 HX2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2469'4.6 MI SE FROM RIPLEY.
 HX2469'ABOUT 3.85 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX2469'AT RIPLEY, THENCE ABOUT 0.75 MILE SOUTHEAST ALONG A BLACK TOP
 HX2469'ROAD LEADING TO GAY, ABOUT 0.35 MILE NORTHWEST OF STEEL BRIDGE
 HX2469'OVER LITTLE MILL CREEK, 17 FEET NORTHEAST OF CENTER LINE OF ROAD,
 HX2469'50 FEET SOUHTEAST OF NORTHEAST END OF A 20-INCH CORRUGATED PIPE
 HX2469'CULVERT UNDER ROAD, 91 FEET NORTHWEST OF NORTHEAST END OF A
 HX2469'15-INCH PIPE CULVERT UNDER ROAD, AT THE OUTSIDE AND AT SOUTHEAST
 HX2469'END OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND WEST, SET
 HX2469'VERTICALLY IN THE SOUTWEST FACE OF A 3 1/2-FOOT HIGH ROCK IN A
 HX2469'ROCKY CUT AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2444 ***********************************************************************
 HX2444  DESIGNATION -  S 108
 HX2444  PID         -  HX2444
 HX2444  STATE/COUNTY-  WV/JACKSON
 HX2444  USGS QUAD   -  ELMWOOD (1975)
 HX2444
 HX2444                         *CURRENT SURVEY CONTROL
 HX2444  ___________________________________________________________________
 HX2444* NAD 83(1986)-  38 43 08.     (N)    081 45 34.     (W)     SCALED    
 HX2444* NAVD 88     -       245.077  (meters)     804.06   (feet)  ADJUSTED  
 HX2444  ___________________________________________________________________
 HX2444  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HX2444  DYNAMIC HT  -         244.915 (meters)     803.53  (feet)  COMP
 HX2444  MODELED GRAV-     979,959.9   (mgal)                       NAVD 88
 HX2444
 HX2444  VERT ORDER  -  SECOND    CLASS 0
 HX2444
 HX2444.The horizontal coordinates were scaled from a topographic map and have
 HX2444.an estimated accuracy of +/- 6 seconds.
 HX2444
 HX2444.The orthometric height was determined by differential leveling
 HX2444.and adjusted by the National Geodetic Survey in June 1991..
 HX2444
 HX2444.The geoid height was determined by GEOID03.
 HX2444
 HX2444.The dynamic height is computed by dividing the NAVD 88
 HX2444.geopotential number by the normal gravity value computed on the
 HX2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2444.degrees latitude (g = 980.6199 gals.).
 HX2444
 HX2444.The modeled gravity was interpolated from observed gravity values.
 HX2444
 HX2444;                    North         East    Units  Estimated Accuracy
 HX2444;SPC WV S     -   191,050.      533,960.      MT  (+/- 180 meters Scaled)
 HX2444
 HX2444                          SUPERSEDED SURVEY CONTROL
 HX2444
 HX2444  NGVD 29 (??/??/92)  245.260  (m)          804.66   (f) ADJ UNCH    2 0
 HX2444
 HX2444.Superseded values are not recommended for survey control.
 HX2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2444.See file dsdata.txt to determine how the superseded data were derived.
 HX2444
 HX2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC339858(NAD 83)
 HX2444_MARKER: DB = BENCH MARK DISK
 HX2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2444_STAMPING: S 108 1956
 HX2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2444+STABILITY: SURFACE MOTION
 HX2444
 HX2444  HISTORY     - Date     Condition        Report By
 HX2444  HISTORY     - 1956     MONUMENTED       CGS
 HX2444
 HX2444                          STATION DESCRIPTION
 HX2444
 HX2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2444'2.2 MI NE FROM ROCKCASTLE.
 HX2444'ABOUT 1.8 MILES EAST ALONG A GRAVEL ROAD FOLLOWING THIRTEENMILE
 HX2444'CREEK FROM STORE AND GAS STATION AT ROCKCASTLE TO A POINT 0.15
 HX2444'MILE EAST OF LONE OAK BAPTIST CHURCH, THENCE ABOUT 0.45 MILE
 HX2444'NORTHEAST ALONG A ROAD LEADING TO GIVEN, 11 FEET NORTHWEST OF
 HX2444'CENTER LINE OF ROAD, 56 YARDS NORTHEAST OF A FOOT BRIDGE OVER
 HX2444'CREEK BRANCH TO FARM HOUSE WHICH IS NORTHWEST OF ROAD, 10 FEET
 HX2444'SOUTHEAST OF CENTER OF A CREEK BRANCH, 2 1/2 FEET EAST OF A
 HX2444'FENCE CORNER POST, 24 FEET EAST AND ACROSS CREEK BRANCH FROM
 HX2444'CENTER OF A GATE ACROSS A FARM TRAIL, 2 FEET SOUTHWEST OF A WHITE
 HX2444'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF
 HX2444'A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 0.05
 HX2444'MILE NORTH ALONG A GRAVEL ROAD FROM PARCHMENT CHAPEL AT GIVEN,
 HX2444'THENCE ABOUT 2.25 MILES WEST AND SOUTHWEST ALONG A ROAD LEADING
 HX2444'TO ROCKCASTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0437 ***********************************************************************
 HY0437  DESIGNATION -  S 109
 HY0437  PID         -  HY0437
 HY0437  STATE/COUNTY-  WV/CABELL
 HY0437  USGS QUAD   -  BARBOURSVILLE (1985)
 HY0437
 HY0437                         *CURRENT SURVEY CONTROL
 HY0437  ___________________________________________________________________
 HY0437* NAD 83(1986)-  38 27 05.     (N)    082 18 38.     (W)     SCALED    
 HY0437* NAVD 88     -       173.084  (meters)     567.86   (feet)  ADJUSTED  
 HY0437  ___________________________________________________________________
 HY0437  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HY0437  DYNAMIC HT  -         172.969 (meters)     567.48  (feet)  COMP
 HY0437  MODELED GRAV-     979,955.6   (mgal)                       NAVD 88
 HY0437
 HY0437  VERT ORDER  -  FIRST     CLASS II
 HY0437
 HY0437.The horizontal coordinates were scaled from a topographic map and have
 HY0437.an estimated accuracy of +/- 6 seconds.
 HY0437
 HY0437.The orthometric height was determined by differential leveling
 HY0437.and adjusted by the National Geodetic Survey in June 1991..
 HY0437
 HY0437.The geoid height was determined by GEOID03.
 HY0437
 HY0437.The dynamic height is computed by dividing the NAVD 88
 HY0437.geopotential number by the normal gravity value computed on the
 HY0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0437.degrees latitude (g = 980.6199 gals.).
 HY0437
 HY0437.The modeled gravity was interpolated from observed gravity values.
 HY0437
 HY0437;                    North         East    Units  Estimated Accuracy
 HY0437;SPC WV S     -   161,900.      485,610.      MT  (+/- 180 meters Scaled)
 HY0437
 HY0437                          SUPERSEDED SURVEY CONTROL
 HY0437
 HY0437  NGVD 29 (??/??/92)  173.260  (m)          568.44   (f) ADJ UNCH    1 2
 HY0437
 HY0437.Superseded values are not recommended for survey control.
 HY0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0437.See file dsdata.txt to determine how the superseded data were derived.
 HY0437
 HY0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC856567(NAD 83)
 HY0437_MARKER: DB = BENCH MARK DISK
 HY0437_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY0437_STAMPING: S 109 1956
 HY0437_MARK LOGO: CGS   
 HY0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0437+STABILITY: SURFACE MOTION
 HY0437
 HY0437  HISTORY     - Date     Condition        Report By
 HY0437  HISTORY     - 1956     MONUMENTED       CGS
 HY0437  HISTORY     - 1982     GOOD             LOCSUR
 HY0437  HISTORY     - 1984     GOOD             NGS
 HY0437  HISTORY     - 20051117 MARK NOT FOUND   RTI
 HY0437
 HY0437                          STATION DESCRIPTION
 HY0437
 HY0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0437'4.8 MI NE FROM GUYANDOT.
 HY0437'ABOUT 4.85 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 2 FROM
 HY0437'THE POST OFFICE AT GUYANDOT, ABOUT 1.35 MILES SOUTH OF INTERSECTION
 HY0437'OF BIG SEVEN MILE CREEK ROAD, 27 1/2 FEET WEST OF CENTER LINE
 HY0437'OF HIGHWAY, IN THE TOP OF NORTH END OF WEST HEAD WALL OF A
 HY0437'CONCRETE HEAD WALL AND WING WALL ASSEMBLY FOR A 36-INCH PIPE
 HY0437'CULVERT UNDER HIGHWAY, 15 1/2 FEET SOUTHEAST OF POWER POLE NO.
 HY0437'510-37 AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 HY0437
 HY0437                          STATION RECOVERY (1982)
 HY0437
 HY0437'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 HY0437'RECOVERED IN GOOD CONDITION.
 HY0437
 HY0437                          STATION RECOVERY (1984)
 HY0437
 HY0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0437'RECOVERED IN GOOD CONDITION.
 HY0437
 HY0437                          STATION RECOVERY (2005)
 HY0437
 HY0437'RECOVERY NOTE BY RAHALL TRANSPORTATION INSTITUTE 2005 (PJD)
 HY0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1540 ***********************************************************************
 HX1540  DESIGNATION -  S 11
 HX1540  PID         -  HX1540
 HX1540  STATE/COUNTY-  WV/CLAY
 HX1540  USGS QUAD   -  STRANGE CREEK (1976)
 HX1540
 HX1540                         *CURRENT SURVEY CONTROL
 HX1540  ___________________________________________________________________
 HX1540* NAD 83(1986)-  38 32 53.     (N)    080 58 06.     (W)     SCALED    
 HX1540* NAVD 88     -       237.534  (meters)     779.31   (feet)  ADJUSTED  
 HX1540  ___________________________________________________________________
 HX1540  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HX1540  DYNAMIC HT  -         237.373 (meters)     778.78  (feet)  COMP
 HX1540  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 HX1540
 HX1540  VERT ORDER  -  SECOND    CLASS 0
 HX1540
 HX1540.The horizontal coordinates were scaled from a topographic map and have
 HX1540.an estimated accuracy of +/- 6 seconds.
 HX1540
 HX1540.The orthometric height was determined by differential leveling
 HX1540.and adjusted by the National Geodetic Survey in June 1991..
 HX1540
 HX1540.The geoid height was determined by GEOID03.
 HX1540
 HX1540.The dynamic height is computed by dividing the NAVD 88
 HX1540.geopotential number by the normal gravity value computed on the
 HX1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1540.degrees latitude (g = 980.6199 gals.).
 HX1540
 HX1540.The modeled gravity was interpolated from observed gravity values.
 HX1540
 HX1540;                    North         East    Units  Estimated Accuracy
 HX1540;SPC WV S     -   171,820.      602,760.      MT  (+/- 180 meters Scaled)
 HX1540
 HX1540                          SUPERSEDED SURVEY CONTROL
 HX1540
 HX1540  NGVD 29 (??/??/92)  237.717  (m)          779.91   (f) ADJ UNCH    2 0
 HX1540
 HX1540.Superseded values are not recommended for survey control.
 HX1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1540.See file dsdata.txt to determine how the superseded data were derived.
 HX1540
 HX1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC027666(NAD 83)
 HX1540_MARKER: DB = BENCH MARK DISK
 HX1540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1540_SP_SET: ABUTMENT
 HX1540_STAMPING: S 11 1934
 HX1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1540
 HX1540  HISTORY     - Date     Condition        Report By
 HX1540  HISTORY     - 1934     MONUMENTED       CGS
 HX1540
 HX1540                          STATION DESCRIPTION
 HX1540
 HX1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HX1540'5.2 MI E FROM OTTER.
 HX1540'5.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1540'STATION AT OTTER, CLAY COUNTY, 21 RAILS WEST OF MILEPOST C 69,
 HX1540'AT BRIDGE 688, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT,
 HX1540'9 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH
 HX1540'THE TRACK.  A STANDARD DISK, STAMPED S 11 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2350 ***********************************************************************
 HX2350  DESIGNATION -  S 110
 HX2350  PID         -  HX2350
 HX2350  STATE/COUNTY-  WV/MASON
 HX2350  USGS QUAD   -  MOUNT ALTO (1994)
 HX2350
 HX2350                         *CURRENT SURVEY CONTROL
 HX2350  ___________________________________________________________________
 HX2350* NAD 83(1986)-  38 46 08.     (N)    081 53 35.     (W)     SCALED    
 HX2350* NAVD 88     -       205.370  (meters)     673.78   (feet)  ADJUSTED  
 HX2350  ___________________________________________________________________
 HX2350  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HX2350  DYNAMIC HT  -         205.233 (meters)     673.34  (feet)  COMP
 HX2350  MODELED GRAV-     979,959.5   (mgal)                       NAVD 88
 HX2350
 HX2350  VERT ORDER  -  SECOND    CLASS 0
 HX2350
 HX2350.The horizontal coordinates were scaled from a topographic map and have
 HX2350.an estimated accuracy of +/- 6 seconds.
 HX2350
 HX2350.The orthometric height was determined by differential leveling
 HX2350.and adjusted by the National Geodetic Survey in June 1991..
 HX2350
 HX2350.The geoid height was determined by GEOID03.
 HX2350
 HX2350.The dynamic height is computed by dividing the NAVD 88
 HX2350.geopotential number by the normal gravity value computed on the
 HX2350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2350.degrees latitude (g = 980.6199 gals.).
 HX2350
 HX2350.The modeled gravity was interpolated from observed gravity values.
 HX2350
 HX2350;                    North         East    Units  Estimated Accuracy
 HX2350;SPC WV S     -   196,710.      522,390.      MT  (+/- 180 meters Scaled)
 HX2350
 HX2350                          SUPERSEDED SURVEY CONTROL
 HX2350
 HX2350  NGVD 29 (??/??/92)  205.557  (m)          674.40   (f) ADJ UNCH    2 0
 HX2350
 HX2350.Superseded values are not recommended for survey control.
 HX2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2350.See file dsdata.txt to determine how the superseded data were derived.
 HX2350
 HX2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC224915(NAD 83)
 HX2350_MARKER: DB = BENCH MARK DISK
 HX2350_SETTING: 66 = SET IN ROCK OUTCROP
 HX2350_SP_SET: ROCK LEDGE
 HX2350_STAMPING: S 110 1956
 HX2350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2350+STABILITY: POSITION/ELEVATION WELL
 HX2350
 HX2350  HISTORY     - Date     Condition        Report By
 HX2350  HISTORY     - 1956     MONUMENTED       CGS
 HX2350
 HX2350                          STATION DESCRIPTION
 HX2350
 HX2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2350'1.7 MI SW FROM GUNVILLE.
 HX2350'ABOUT 1.05 MILES SOUTHWEST AND SOUTH ALONG A DIRT ROAD FROM
 HX2350'JUNCTION OF GRAVEL ROAD AND CASTOS STORE AT GUNVILLE, THENCE ABOUT
 HX2350'0.65 MILE WEST ALONG A DIRT ROAD, ABOUT 0.45 MILE NORTHEAST OF
 HX2350'JUNCTION OF A ROAD NORTHWEST TO WOOD, ABOUT 85 YARDS WEST OF FORD
 HX2350'ACROSS A CREEK, IN THE TOP OF SLOPING LEDGE ABOUT 8 BY 5 FEET
 HX2350'PROJECTING OUT OF HILL SIDE, 14 FEET NORTHWEST OF CENTER LINE
 HX2350'OF ROAD, 73 FEET SOUTHWEST OF CENTER OF A RIGHT ANGLE CURVE IN ROAD
 HX2350'WITH TANGENTS EXTENDING SOUTHWEST AND SOUTHEAST AND CENTER OF
 HX2350'JUNCTION OF AN ABANDONED ROAD NORTHWEST, 16 FEET SOUTH OF A
 HX2350'12-INCH HICKORY TREE, 6 FEET SOUTHEAST OF A FENCE LINE, 1/2 FOOT
 HX2350'ABOVE THE TOP OF A 12-INCH TRIANGLE CHISELED IN SLOPING FACE OF
 HX2350'LEDGE AND ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0024 ***********************************************************************
 HY0024  DESIGNATION -  S 111
 HY0024  PID         -  HY0024
 HY0024  STATE/COUNTY-  WV/MASON
 HY0024  USGS QUAD   -  APPLE GROVE (1987)
 HY0024
 HY0024                         *CURRENT SURVEY CONTROL
 HY0024  ___________________________________________________________________
 HY0024* NAD 83(1986)-  38 43 00.     (N)    082 10 42.     (W)     SCALED    
 HY0024* NAVD 88     -       172.617  (meters)     566.33   (feet)  ADJUSTED  
 HY0024  ___________________________________________________________________
 HY0024  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HY0024  DYNAMIC HT  -         172.506 (meters)     565.96  (feet)  COMP
 HY0024  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 HY0024
 HY0024  VERT ORDER  -  FIRST     CLASS II
 HY0024
 HY0024.The horizontal coordinates were scaled from a topographic map and have
 HY0024.an estimated accuracy of +/- 6 seconds.
 HY0024
 HY0024.The orthometric height was determined by differential leveling
 HY0024.and adjusted by the National Geodetic Survey in June 1991..
 HY0024
 HY0024.The geoid height was determined by GEOID03.
 HY0024
 HY0024.The dynamic height is computed by dividing the NAVD 88
 HY0024.geopotential number by the normal gravity value computed on the
 HY0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0024.degrees latitude (g = 980.6199 gals.).
 HY0024
 HY0024.The modeled gravity was interpolated from observed gravity values.
 HY0024
 HY0024;                    North         East    Units  Estimated Accuracy
 HY0024;SPC WV S     -   191,190.      497,530.      MT  (+/- 180 meters Scaled)
 HY0024
 HY0024                          SUPERSEDED SURVEY CONTROL
 HY0024
 HY0024  NGVD 29 (??/??/92)  172.811  (m)          566.96   (f) ADJ UNCH    1 2
 HY0024
 HY0024.Superseded values are not recommended for survey control.
 HY0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0024.See file dsdata.txt to determine how the superseded data were derived.
 HY0024
 HY0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC975859(NAD 83)
 HY0024_MARKER: DB = BENCH MARK DISK
 HY0024_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HY0024_SP_SET: 70 FEET
 HY0024_STAMPING: S 111 1956
 HY0024_MARK LOGO: CGS   
 HY0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0024
 HY0024  HISTORY     - Date     Condition        Report By
 HY0024  HISTORY     - 1956     MONUMENTED       CGS
 HY0024  HISTORY     - 1976     GOOD             NGS
 HY0024  HISTORY     - 1984     GOOD             NGS
 HY0024
 HY0024                          STATION DESCRIPTION
 HY0024
 HY0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0024'3.6 MI S FROM BEALE.
 HY0024'ABOUT 3.6 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0024'THE SCHOOL AT BEALE, ABOUT 1.0 MILE SOUTH OF BRIDGE OVER CRAB
 HY0024'CREEK, ABOUT 1.95 MILES NORTH OF STORE AND POST OFFICE AT HOGSETT,
 HY0024'97 FEET EAST AND ACROSS STATE HIGHWAY 2 FROM EAST RAIL, 42 FEET
 HY0024'EAST OF CENTER LINE OF HIGHWAY, 38 FEET NORTHWEST OF NORTHWEST
 HY0024'CORNER OF A WHITE FRAME HOUSE OWNED BY GLEN MC CARTY, 33 FEET
 HY0024'NORTH OF NORTH EDGE OF CONCRETE SIDE WALK, 27 FEET NORTHEAST OF
 HY0024'POWER POLE NO. 896 D 2 WITH A TRANSFORMER, 20 FEET EAST OF A
 HY0024'PROPERTY LINE FENCE CORNER, 1/2 FOOT SOUTH OF A FENCE LINE, ABOUT
 HY0024'1 FOOT BELOW LEVEL OF TRACK AND IS A DISK SET ON TOP OF COPPER
 HY0024'COATED STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED BY A
 HY0024'4-INCH TILE PROJECTING 1 INCH.  THE ROD WAS DRIVEN TO REFUSAL
 HY0024'AT A DEPTH OF 70 FEET.
 HY0024
 HY0024                          STATION RECOVERY (1976)
 HY0024
 HY0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0024'RECOVERED IN GOOD CONDITION.
 HY0024
 HY0024                          STATION RECOVERY (1984)
 HY0024
 HY0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2428 ***********************************************************************
 HX2428  DESIGNATION -  S 112
 HX2428  PID         -  HX2428
 HX2428  STATE/COUNTY-  WV/PUTNAM
 HX2428  USGS QUAD   -  ROBERTSBURG (1987)
 HX2428
 HX2428                         *CURRENT SURVEY CONTROL
 HX2428  ___________________________________________________________________
 HX2428* NAD 83(1986)-  38 38 47.     (N)    081 54 49.     (W)     SCALED    
 HX2428* NAVD 88     -       277.219  (meters)     909.51   (feet)  ADJUSTED  
 HX2428  ___________________________________________________________________
 HX2428  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HX2428  DYNAMIC HT  -         277.037 (meters)     908.91  (feet)  COMP
 HX2428  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 HX2428
 HX2428  VERT ORDER  -  SECOND    CLASS 0
 HX2428
 HX2428.The horizontal coordinates were scaled from a topographic map and have
 HX2428.an estimated accuracy of +/- 6 seconds.
 HX2428
 HX2428.The orthometric height was determined by differential leveling
 HX2428.and adjusted by the National Geodetic Survey in June 1991..
 HX2428
 HX2428.The geoid height was determined by GEOID03.
 HX2428
 HX2428.The dynamic height is computed by dividing the NAVD 88
 HX2428.geopotential number by the normal gravity value computed on the
 HX2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2428.degrees latitude (g = 980.6199 gals.).
 HX2428
 HX2428.The modeled gravity was interpolated from observed gravity values.
 HX2428
 HX2428;                    North         East    Units  Estimated Accuracy
 HX2428;SPC WV S     -   183,130.      520,470.      MT  (+/- 180 meters Scaled)
 HX2428
 HX2428                          SUPERSEDED SURVEY CONTROL
 HX2428
 HX2428  NGVD 29 (??/??/92)  277.421  (m)          910.17   (f) ADJ UNCH    2 0
 HX2428
 HX2428.Superseded values are not recommended for survey control.
 HX2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2428.See file dsdata.txt to determine how the superseded data were derived.
 HX2428
 HX2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC204779(NAD 83)
 HX2428_MARKER: DB = BENCH MARK DISK
 HX2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2428_STAMPING: S 112 1956
 HX2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2428+STABILITY: SURFACE MOTION
 HX2428
 HX2428  HISTORY     - Date     Condition        Report By
 HX2428  HISTORY     - 1956     MONUMENTED       CGS
 HX2428  HISTORY     - 1976     GOOD             NGS
 HX2428
 HX2428                          STATION DESCRIPTION
 HX2428
 HX2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2428'2.8 MI E FROM ROBERTSBURG.
 HX2428'ABOUT 2.8 MILES EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HX2428'U.S. HIGHWAY 35 AND NORTH END OF HIGHWAY BRIDGE OVER EIGHTEENMILE
 HX2428'CREEK AT ROBERTSBURG, ABOUT 0.15 MILE SOUTHWEST OF NEW HOPE
 HX2428'TABERNACKLE CHURCH AND JUNCTION OF A ROAD SOUTHEAST, 18 FEET
 HX2428'SOUTH OF CENTER LINE OF ROAD, 64 FEET NORTHWEST OF NORTHWEST
 HX2428'CORNER OF A HOUSE, 15 FEET WEST OF CENTER LINE OF DRIVE WAY TO
 HX2428'HOUSE, 7 1/2 FEET SOUTHWEST OF WEST END OF AN 18-INCH PIPE
 HX2428'CULVERT UNDER DRIVE, 6 FEET NORTH OF A LONE 8-INCH WALNUT TREE,
 HX2428'2 FEET NORTHEAST OF A FENCE CORNER, 1 1/2 FEET EAST OF A WHITE
 HX2428'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET
 HX2428'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HX2428
 HX2428                          STATION RECOVERY (1976)
 HX2428
 HX2428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2541 ***********************************************************************
 HX2541  DESIGNATION -  S 113
 HX2541  PID         -  HX2541
 HX2541  STATE/COUNTY-  WV/PUTNAM
 HX2541  USGS QUAD   -  BANCROFT (1975)
 HX2541
 HX2541                         *CURRENT SURVEY CONTROL
 HX2541  ___________________________________________________________________
 HX2541* NAD 83(1986)-  38 35 00.     (N)    081 46 15.     (W)     SCALED    
 HX2541* NAVD 88     -       305.656  (meters)    1002.81   (feet)  ADJUSTED  
 HX2541  ___________________________________________________________________
 HX2541  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX2541  DYNAMIC HT  -         305.446 (meters)    1002.12  (feet)  COMP
 HX2541  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 HX2541
 HX2541  VERT ORDER  -  SECOND    CLASS 0
 HX2541
 HX2541.The horizontal coordinates were scaled from a topographic map and have
 HX2541.an estimated accuracy of +/- 6 seconds.
 HX2541
 HX2541.The orthometric height was determined by differential leveling
 HX2541.and adjusted by the National Geodetic Survey in June 1991..
 HX2541
 HX2541.The geoid height was determined by GEOID03.
 HX2541
 HX2541.The dynamic height is computed by dividing the NAVD 88
 HX2541.geopotential number by the normal gravity value computed on the
 HX2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2541.degrees latitude (g = 980.6199 gals.).
 HX2541
 HX2541.The modeled gravity was interpolated from observed gravity values.
 HX2541
 HX2541;                    North         East    Units  Estimated Accuracy
 HX2541;SPC WV S     -   176,010.      532,840.      MT  (+/- 180 meters Scaled)
 HX2541
 HX2541                          SUPERSEDED SURVEY CONTROL
 HX2541
 HX2541  NGVD 29 (??/??/92)  305.843  (m)         1003.42   (f) ADJ UNCH    2 0
 HX2541
 HX2541.Superseded values are not recommended for survey control.
 HX2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2541.See file dsdata.txt to determine how the superseded data were derived.
 HX2541
 HX2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC328708(NAD 83)
 HX2541_MARKER: DB = BENCH MARK DISK
 HX2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2541_STAMPING: S 113 1956
 HX2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2541+STABILITY: SURFACE MOTION
 HX2541
 HX2541  HISTORY     - Date     Condition        Report By
 HX2541  HISTORY     - 1956     MONUMENTED       CGS
 HX2541
 HX2541                          STATION DESCRIPTION
 HX2541
 HX2541'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2541'2.4 MI E FROM PARADISE.
 HX2541'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 HX2541'OF GRAVEL ROAD NORTH AND STORES AT PARADISE, ABOUT 0.25 MILE
 HX2541'NORTHWEST OF CENTER POINT CHURCH AND CEMETERY, ABOUT 0.95 MILE
 HX2541'WEST OF JUNCTION OF ROAD SOUTH TO SIGMAN, 27 FEET NORTHEAST OF
 HX2541'CENTER LINE OF HIGHWAY, 128 FEET SOUTH-SOUTHEAST OF SOUTH CORNER
 HX2541'OF L.O. KESSEL RESIDENCE (FRAME AND STONE HOUSE), 175 FEET NORTH
 HX2541'AND ACROSS HIGHWAY FROM THE NORTH CORNER OF A TWO-STORY CONCRETE
 HX2541'BLOCK HOUSE PAINTED PINK, 29 1/2 FEET SOUTHEAST OF POWER POLE
 HX2541'NO. M041750/1074-C-3 WITH A TRANSFORMER, ABOUT 5 FEET ABOVE LEVEL
 HX2541'OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 HX2541'INCHES.  NOTE-- MARK IS ABOUT 3.6 MILES SOUTHWEST AND WEST ALONG
 HX2541'STATE HIGHWAY 34 FROM THE SCHOOL AT LIBERTY, PUTNAM COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2712 ***********************************************************************
 HX2712  DESIGNATION -  S 114
 HX2712  PID         -  HX2712
 HX2712  STATE/COUNTY-  WV/JACKSON
 HX2712  USGS QUAD   -  LIVERPOOL (1975)
 HX2712
 HX2712                         *CURRENT SURVEY CONTROL
 HX2712  ___________________________________________________________________
 HX2712* NAD 83(1986)-  38 54 05.     (N)    081 34 57.     (W)     SCALED    
 HX2712* NAVD 88     -       189.728  (meters)     622.47   (feet)  ADJUSTED  
 HX2712  ___________________________________________________________________
 HX2712  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HX2712  DYNAMIC HT  -         189.605 (meters)     622.06  (feet)  COMP
 HX2712  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 HX2712
 HX2712  VERT ORDER  -  SECOND    CLASS 0
 HX2712
 HX2712.The horizontal coordinates were scaled from a topographic map and have
 HX2712.an estimated accuracy of +/- 6 seconds.
 HX2712
 HX2712.The orthometric height was determined by differential leveling
 HX2712.and adjusted by the National Geodetic Survey in June 1991..
 HX2712
 HX2712.The geoid height was determined by GEOID03.
 HX2712
 HX2712.The dynamic height is computed by dividing the NAVD 88
 HX2712.geopotential number by the normal gravity value computed on the
 HX2712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2712.degrees latitude (g = 980.6199 gals.).
 HX2712
 HX2712.The modeled gravity was interpolated from observed gravity values.
 HX2712
 HX2712;                    North         East    Units  Estimated Accuracy
 HX2712;SPC WV S     -   211,200.      549,470.      MT  (+/- 180 meters Scaled)
 HX2712
 HX2712                          SUPERSEDED SURVEY CONTROL
 HX2712
 HX2712  NGVD 29 (??/??/92)  189.896  (m)          623.02   (f) ADJ UNCH    2 0
 HX2712
 HX2712.Superseded values are not recommended for survey control.
 HX2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2712.See file dsdata.txt to determine how the superseded data were derived.
 HX2712
 HX2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD494059(NAD 83)
 HX2712_MARKER: DB = BENCH MARK DISK
 HX2712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2712_STAMPING: S 114 1956
 HX2712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2712+STABILITY: SURFACE MOTION
 HX2712
 HX2712  HISTORY     - Date     Condition        Report By
 HX2712  HISTORY     - 1956     MONUMENTED       CGS
 HX2712  HISTORY     - 1976     GOOD             NGS
 HX2712
 HX2712                          STATION DESCRIPTION
 HX2712
 HX2712'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2712'3.2 MI W FROM LIVERPOOL.
 HX2712'ABOUT 3.25 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2712'FROM THE ROAD CROSSING AT LIVERPOOL, ABOUT 0.15 MILE EAST OF
 HX2712'MEADOWDALE BAPTIST CHURCH, 19 FEET NORTH OF NORTH RAIL, 37 FEET
 HX2712'SOUTH-SOUTHEAST OF CENTER LINE OF A ROAD AND AT A POINT WHERE THE
 HX2712'ROAD TURNS NORTHEAST AWAY FROM TRACK, 37 FEET NORTH-NORTHEAST
 HX2712'AND ACROSS TRACK FROM TELEPHONE POLE NO. 13+25, 15 FEET
 HX2712'NORTH-NORTHEAST OF NORTHWEST CORNER OF RAILROAD TRESTLE NO. 23, 3
 HX2712'FEET EAST OF A FENCE CORNER, ABOUT 4 FEET BELOW LEVEL OF TRACK AND
 HX2712'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HX2712
 HX2712                          STATION RECOVERY (1976)
 HX2712
 HX2712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0626 ***********************************************************************
 HY0626  DESIGNATION -  S 116
 HY0626  PID         -  HY0626
 HY0626  STATE/COUNTY-  WV/PUTNAM
 HY0626  USGS QUAD   -  HURRICANE (1989)
 HY0626
 HY0626                         *CURRENT SURVEY CONTROL
 HY0626  ___________________________________________________________________
 HY0626* NAD 83(1986)-  38 26 16.     (N)    082 01 03.     (W)     SCALED    
 HY0626* NAVD 88     -       210.302  (meters)     689.97   (feet)  POSTED    
 HY0626  ___________________________________________________________________
 HY0626  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HY0626  DYNAMIC HT  -         210.160 (meters)     689.50  (feet)  COMP
 HY0626  MODELED GRAV-     979,939.0   (mgal)                       NAVD 88
 HY0626
 HY0626  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0626
 HY0626.The horizontal coordinates were scaled from a topographic map and have
 HY0626.an estimated accuracy of +/- 6 seconds.
 HY0626
 HY0626.The orthometric height was determined by differential leveling
 HY0626.and adjusted by the National Geodetic Survey in 1992..
 HY0626.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0626.rate of 2.1 thru 3.0 mm/km.
 HY0626
 HY0626.The geoid height was determined by GEOID03.
 HY0626
 HY0626.The dynamic height is computed by dividing the NAVD 88
 HY0626.geopotential number by the normal gravity value computed on the
 HY0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0626.degrees latitude (g = 980.6199 gals.).
 HY0626
 HY0626.The modeled gravity was interpolated from observed gravity values.
 HY0626
 HY0626;                    North         East    Units  Estimated Accuracy
 HY0626;SPC WV S     -   160,070.      511,170.      MT  (+/- 180 meters Scaled)
 HY0626
 HY0626                          SUPERSEDED SURVEY CONTROL
 HY0626
 HY0626  NGVD 29 (??/??/92)  210.488  (m)          690.58   (f) ADJ UNCH    2 0
 HY0626
 HY0626.Superseded values are not recommended for survey control.
 HY0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0626.See file dsdata.txt to determine how the superseded data were derived.
 HY0626
 HY0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC111548(NAD 83)
 HY0626_MARKER: DB = BENCH MARK DISK
 HY0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0626_STAMPING: S 116 1956
 HY0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0626+STABILITY: SURFACE MOTION
 HY0626
 HY0626  HISTORY     - Date     Condition        Report By
 HY0626  HISTORY     - 1956     MONUMENTED       CGS
 HY0626
 HY0626                          STATION DESCRIPTION
 HY0626
 HY0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0626'0.9 MI NE FROM HURRICANE.
 HY0626'ABOUT 0.65 MILE EAST-NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 HY0626'CHESAPEAKE AND OHIO RAILWAY STATION AT HURRICANE, THENCE ABOUT
 HY0626'0.25 MILE NORTHWEST ALONG A BLACK-TOP ROAD, 20 FEET NORTHEAST
 HY0626'OF CENTER LINE OF BLACK TOP ROAD, 5 FEET SOUTHEAST OF A STEEL
 HY0626'POWER LINE TOWER, 24 FEET SOUTHEAST OF TELEPHONE AND POWER POLE NO.
 HY0626'29-6 / 624-55, 32 FEET NORTHWEST OF NORTHWEST END OF NORTHEAST
 HY0626'CONCRETE HEAD WALL OF A 15-INCH PIPE CULVERT, ABOUT LEVEL WITH ROAD
 HY0626'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0618 ***********************************************************************
 HY0618  DESIGNATION -  S 117
 HY0618  PID         -  HY0618
 HY0618  STATE/COUNTY-  WV/CABELL
 HY0618  USGS QUAD   -  MILTON (1989)
 HY0618
 HY0618                         *CURRENT SURVEY CONTROL
 HY0618  ___________________________________________________________________
 HY0618* NAD 83(1986)-  38 28 54.     (N)    082 09 12.     (W)     SCALED    
 HY0618* NAVD 88     -       187.248  (meters)     614.33   (feet)  POSTED    
 HY0618  ___________________________________________________________________
 HY0618  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HY0618  DYNAMIC HT  -         187.120 (meters)     613.91  (feet)  COMP
 HY0618  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 HY0618
 HY0618  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0618
 HY0618.The horizontal coordinates were scaled from a topographic map and have
 HY0618.an estimated accuracy of +/- 6 seconds.
 HY0618
 HY0618.The orthometric height was determined by differential leveling
 HY0618.and adjusted by the National Geodetic Survey in 1992..
 HY0618.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0618.rate of 0.0 thru 1.0 mm/km.
 HY0618
 HY0618.The geoid height was determined by GEOID03.
 HY0618
 HY0618.The dynamic height is computed by dividing the NAVD 88
 HY0618.geopotential number by the normal gravity value computed on the
 HY0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0618.degrees latitude (g = 980.6199 gals.).
 HY0618
 HY0618.The modeled gravity was interpolated from observed gravity values.
 HY0618
 HY0618;                    North         East    Units  Estimated Accuracy
 HY0618;SPC WV S     -   165,080.      499,380.      MT  (+/- 180 meters Scaled)
 HY0618
 HY0618                          SUPERSEDED SURVEY CONTROL
 HY0618
 HY0618  NGVD 29 (??/??/92)  187.428  (m)          614.92   (f) ADJ UNCH    2 0
 HY0618
 HY0618.Superseded values are not recommended for survey control.
 HY0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0618.See file dsdata.txt to determine how the superseded data were derived.
 HY0618
 HY0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC994598(NAD 83)
 HY0618_MARKER: DB = BENCH MARK DISK
 HY0618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0618_SP_SET: BRIDGE
 HY0618_STAMPING: S 117 1956
 HY0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0618
 HY0618  HISTORY     - Date     Condition        Report By
 HY0618  HISTORY     - 1956     MONUMENTED       CGS
 HY0618
 HY0618                          STATION DESCRIPTION
 HY0618
 HY0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0618'4.8 MI NE FROM YATES.
 HY0618'ABOUT 0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 HY0618'OF THE CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 1.5 MILES
 HY0618'EAST AND NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 3.0 MILES
 HY0618'NORTH AND NORTHEAST ALONG A GRAVEL ROAD FOLLOWING LOWER CREEK,
 HY0618'ABOUT 0.15 MILE WEST OF JUNCTION OF A BLACK TOP ROAD, 10 1/2 FEET
 HY0618'NORTH OF CENTER LINE OF ROAD, IN THE TOP OF THE SOUTHEAST END OF
 HY0618'NORTHWEST WING WALL OF A 10-FOOT CONCRETE BRIDGE OVER A CREEK
 HY0618'BRANCH, 1 FOOT NORTHWEST OF NORTHWEST CORNER OF NORTH CONCRETE
 HY0618'BANISTER AND ABOUT 1/2 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2594 ***********************************************************************
 HX2594  DESIGNATION -  S 118
 HX2594  PID         -  HX2594
 HX2594  STATE/COUNTY-  WV/PUTNAM
 HX2594  USGS QUAD   -  WINFIELD (1989)
 HX2594
 HX2594                         *CURRENT SURVEY CONTROL
 HX2594  ___________________________________________________________________
 HX2594* NAD 83(1986)-  38 36 39.     (N)    081 59 43.     (W)     SCALED    
 HX2594* NAVD 88     -       180.088  (meters)     590.84   (feet)  POSTED    
 HX2594  ___________________________________________________________________
 HX2594  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HX2594  DYNAMIC HT  -         179.970 (meters)     590.45  (feet)  COMP
 HX2594  MODELED GRAV-     979,964.0   (mgal)                       NAVD 88
 HX2594
 HX2594  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HX2594
 HX2594.The horizontal coordinates were scaled from a topographic map and have
 HX2594.an estimated accuracy of +/- 6 seconds.
 HX2594
 HX2594.The orthometric height was determined by differential leveling
 HX2594.and adjusted by the National Geodetic Survey in 1992..
 HX2594.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HX2594.rate of 2.1 thru 3.0 mm/km.
 HX2594
 HX2594.The geoid height was determined by GEOID03.
 HX2594
 HX2594.The dynamic height is computed by dividing the NAVD 88
 HX2594.geopotential number by the normal gravity value computed on the
 HX2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2594.degrees latitude (g = 980.6199 gals.).
 HX2594
 HX2594.The modeled gravity was interpolated from observed gravity values.
 HX2594
 HX2594;                    North         East    Units  Estimated Accuracy
 HX2594;SPC WV S     -   179,250.      513,320.      MT  (+/- 180 meters Scaled)
 HX2594
 HX2594                          SUPERSEDED SURVEY CONTROL
 HX2594
 HX2594  NGVD 29 (??/??/92)  180.232  (m)          591.31   (f) ADJ UNCH    2 0
 HX2594
 HX2594.Superseded values are not recommended for survey control.
 HX2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2594.See file dsdata.txt to determine how the superseded data were derived.
 HX2594
 HX2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC133740(NAD 83)
 HX2594_MARKER: DB = BENCH MARK DISK
 HX2594_SETTING: 66 = SET IN ROCK OUTCROP
 HX2594_SP_SET: ROCK LEDGE
 HX2594_STAMPING: S 118 1956
 HX2594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2594+STABILITY: POSITION/ELEVATION WELL
 HX2594
 HX2594  HISTORY     - Date     Condition        Report By
 HX2594  HISTORY     - 1956     MONUMENTED       CGS
 HX2594
 HX2594                          STATION DESCRIPTION
 HX2594
 HX2594'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2594'0.4 MI S FROM PLINY.
 HX2594'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION
 HX2594'OF BLACK TOP ROAD WEST TO MERCERS BOTTOM AT PLINY, SET VERTICALLY
 HX2594'IN FACE OF A ROCK LEDGE ABOUT 9 BY 3 FEET, 28 FEET WEST-NORTHWEST
 HX2594'OF CENTER LINE OF HIGHWAY, 119 FEET WEST-SOUTHWEST AND ACROSS
 HX2594'HIGHWAY FROM POWER POLE NO. 1021 B 59/ MO4 0684, 64 FEET
 HX2594'SOUTHWEST OF TELEPHONE POLE NO. 8 25, 2 FEET NORTHEAST OF
 HX2594'SOUTHWEST END OF LEDGE, ABOUT 1 1/2 FEET BELOW TOP OF LEDGE AND
 HX2594'ABOUT 4 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0226 ***********************************************************************
 HY0226  DESIGNATION -  S 119
 HY0226  PID         -  HY0226
 HY0226  STATE/COUNTY-  WV/MASON
 HY0226  USGS QUAD   -  GLENWOOD (1990)
 HY0226
 HY0226                         *CURRENT SURVEY CONTROL
 HY0226  ___________________________________________________________________
 HY0226* NAD 83(1986)-  38 34 20.     (N)    082 09 33.     (W)     SCALED    
 HY0226* NAVD 88     -       218.554  (meters)     717.04   (feet)  POSTED    
 HY0226  ___________________________________________________________________
 HY0226  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HY0226  DYNAMIC HT  -         218.410 (meters)     716.57  (feet)  COMP
 HY0226  MODELED GRAV-     979,963.1   (mgal)                       NAVD 88
 HY0226
 HY0226  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0226
 HY0226.The horizontal coordinates were scaled from a topographic map and have
 HY0226.an estimated accuracy of +/- 6 seconds.
 HY0226
 HY0226.The orthometric height was determined by differential leveling
 HY0226.and adjusted by the National Geodetic Survey in 1992..
 HY0226.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0226.rate of 0.0 thru 1.0 mm/km.
 HY0226
 HY0226.The geoid height was determined by GEOID03.
 HY0226
 HY0226.The dynamic height is computed by dividing the NAVD 88
 HY0226.geopotential number by the normal gravity value computed on the
 HY0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0226.degrees latitude (g = 980.6199 gals.).
 HY0226
 HY0226.The modeled gravity was interpolated from observed gravity values.
 HY0226
 HY0226;                    North         East    Units  Estimated Accuracy
 HY0226;SPC WV S     -   175,130.      498,990.      MT  (+/- 180 meters Scaled)
 HY0226
 HY0226                          SUPERSEDED SURVEY CONTROL
 HY0226
 HY0226  NGVD 29 (??/??/92)  218.738  (m)          717.64   (f) ADJ UNCH    2 0
 HY0226
 HY0226.Superseded values are not recommended for survey control.
 HY0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0226.See file dsdata.txt to determine how the superseded data were derived.
 HY0226
 HY0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC990699(NAD 83)
 HY0226_MARKER: DB = BENCH MARK DISK
 HY0226_SETTING: 66 = SET IN ROCK OUTCROP
 HY0226_SP_SET: ROCK LEDGE
 HY0226_STAMPING: S 119 1956
 HY0226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0226+STABILITY: POSITION/ELEVATION WELL
 HY0226
 HY0226  HISTORY     - Date     Condition        Report By
 HY0226  HISTORY     - 1956     MONUMENTED       CGS
 HY0226  HISTORY     - 1976     GOOD             NGS
 HY0226
 HY0226                          STATION DESCRIPTION
 HY0226
 HY0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0226'2.6 MI SE FROM GLENWOOD.
 HY0226'2.55 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HY0226'STATE HIGHWAY 2 AND THE POST OFFICE AT GLENWOOD, SET IN TOP OF
 HY0226'OUTCROPPING LEDGE OF A ROK CUT, 24 FEET NORTH OF CENTER LINE OF
 HY0226'ROAD, 180 FEET EAST-NORTHEAST AND ACROSS ROAD FROM NORTHEAST
 HY0226'CORNER OF A WHITE FRAME HOUSE OWNED BY WORTHY CONNER, 2 1/2 FEET
 HY0226'SOUTHEAST AND 2 1/2 FEET BELOW A 12-INCH TRIANGLE CHISELED IN
 HY0226'FACE OF ROCK AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
 HY0226
 HY0226                          STATION RECOVERY (1976)
 HY0226
 HY0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0950 ***********************************************************************
 KY0950  DESIGNATION -  S 120
 KY0950  PID         -  KY0950
 KY0950  STATE/COUNTY-  WV/BROOKE
 KY0950  USGS QUAD   -  BETHANY (1981)
 KY0950
 KY0950                         *CURRENT SURVEY CONTROL
 KY0950  ___________________________________________________________________
 KY0950* NAD 83(1986)-  40 10 57.     (N)    080 34 43.     (W)     SCALED    
 KY0950* NAVD 88     -       379.800  (meters)    1246.06   (feet)  ADJUSTED  
 KY0950  ___________________________________________________________________
 KY0950  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY0950  DYNAMIC HT  -         379.593 (meters)    1245.38  (feet)  COMP
 KY0950  MODELED GRAV-     980,070.2   (mgal)                       NAVD 88
 KY0950
 KY0950  VERT ORDER  -  SECOND    CLASS 0
 KY0950
 KY0950.The horizontal coordinates were scaled from a topographic map and have
 KY0950.an estimated accuracy of +/- 6 seconds.
 KY0950
 KY0950.The orthometric height was determined by differential leveling
 KY0950.and adjusted by the National Geodetic Survey in June 1991..
 KY0950
 KY0950.The geoid height was determined by GEOID03.
 KY0950
 KY0950.The dynamic height is computed by dividing the NAVD 88
 KY0950.geopotential number by the normal gravity value computed on the
 KY0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0950.degrees latitude (g = 980.6199 gals.).
 KY0950
 KY0950.The modeled gravity was interpolated from observed gravity values.
 KY0950
 KY0950;                    North         East    Units  Estimated Accuracy
 KY0950;SPC WV N     -   187,340.      508,140.      MT  (+/- 180 meters Scaled)
 KY0950
 KY0950                          SUPERSEDED SURVEY CONTROL
 KY0950
 KY0950  NGVD 29 (??/??/92)  379.969  (m)         1246.62   (f) ADJ UNCH    2 0
 KY0950
 KY0950.Superseded values are not recommended for survey control.
 KY0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0950.See file dsdata.txt to determine how the superseded data were derived.
 KY0950
 KY0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE358480(NAD 83)
 KY0950_MARKER: DB = BENCH MARK DISK
 KY0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0950_STAMPING: S 120 1957
 KY0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0950+STABILITY: SURFACE MOTION
 KY0950
 KY0950  HISTORY     - Date     Condition        Report By
 KY0950  HISTORY     - 1957     MONUMENTED       CGS
 KY0950
 KY0950                          STATION DESCRIPTION
 KY0950
 KY0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0950'2.8 MI SW FROM BETHANY.
 KY0950'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAY 67 FROM THE POST OFFICE AT
 KY0950'BETHANY, THENCE 2.0 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY
 KY0950'88, 0.65 MILE NORTH OF THE BROOKE-OHIO COUNTY LINE, ABOUT 0.15 MILE
 KY0950'SOUTH OF THE JUNCTION OF A DIM ROAD LEADING EAST AND UPHILL, 20 1/2
 KY0950'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 124 YARDS NORTH OF THE
 KY0950'CROSSING OF A POWER TRANSMISSION LINE, 102 FEET NORTH OF THE NORTHEAST
 KY0950'CORNER OF THE PORCH OF A FARM HOUSE, 73 FEET SOUTHEAST OF THE
 KY0950'SOUTHEAST CORNER OF A BARN, 1 1/2 FEET EAST OF THE EAST END OF A YARD
 KY0950'FENCE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRET
 KY0950'POST PROJECTING 1 INCH ABOVE THE GROUND.  NOTE-- MARK IS 1.95 MILEES
 KY0950'NORTHEAST OF THE WEST LIBERTY HIGH SCHOOL GYMNASIUM AT WEST LIBERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0985 ***********************************************************************
 KY0985  DESIGNATION -  S 121
 KY0985  PID         -  KY0985
 KY0985  STATE/COUNTY-  WV/OHIO
 KY0985  USGS QUAD   -  VALLEY GROVE (1981)
 KY0985
 KY0985                         *CURRENT SURVEY CONTROL
 KY0985  ___________________________________________________________________
 KY0985* NAD 83(1986)-  40 05 37.     (N)    080 35 09.     (W)     SCALED    
 KY0985* NAVD 88     -       302.660  (meters)     992.98   (feet)  ADJUSTED  
 KY0985  ___________________________________________________________________
 KY0985  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0985  DYNAMIC HT  -         302.490 (meters)     992.42  (feet)  COMP
 KY0985  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 KY0985
 KY0985  VERT ORDER  -  SECOND    CLASS 0
 KY0985
 KY0985.The horizontal coordinates were scaled from a topographic map and have
 KY0985.an estimated accuracy of +/- 6 seconds.
 KY0985
 KY0985.The orthometric height was determined by differential leveling
 KY0985.and adjusted by the National Geodetic Survey in June 1991..
 KY0985
 KY0985.The geoid height was determined by GEOID03.
 KY0985
 KY0985.The dynamic height is computed by dividing the NAVD 88
 KY0985.geopotential number by the normal gravity value computed on the
 KY0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0985.degrees latitude (g = 980.6199 gals.).
 KY0985
 KY0985.The modeled gravity was interpolated from observed gravity values.
 KY0985
 KY0985;                    North         East    Units  Estimated Accuracy
 KY0985;SPC WV N     -   177,480.      507,410.      MT  (+/- 180 meters Scaled)
 KY0985
 KY0985                          SUPERSEDED SURVEY CONTROL
 KY0985
 KY0985  NGVD 29 (??/??/92)  302.810  (m)          993.47   (f) ADJ UNCH    2 0
 KY0985
 KY0985.Superseded values are not recommended for survey control.
 KY0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0985.See file dsdata.txt to determine how the superseded data were derived.
 KY0985
 KY0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE353382(NAD 83)
 KY0985_MARKER: DB = BENCH MARK DISK
 KY0985_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0985_SP_SET: BRIDGE WALL
 KY0985_STAMPING: S 121 1957
 KY0985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0985
 KY0985  HISTORY     - Date     Condition        Report By
 KY0985  HISTORY     - 1957     MONUMENTED       CGS
 KY0985  HISTORY     - 1965     GOOD             USE
 KY0985
 KY0985                          STATION DESCRIPTION
 KY0985
 KY0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0985'1.6 MI NW FROM VALLEY GROVE.
 KY0985'ABOUT 0.65 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE FIRE
 KY0985'STATION AT VALLEY GROVE, THENCE ABOUT 0.9 MILE NORTH ALONG BATTLE
 KY0985'RUN ROAD (NARROW BLACK TOP), 12 FEET EAST OF CENTER LINE OF ROAD,
 KY0985'IN THE TOP AND 7 FEET WEST OF EAST END OF THE EAST CONCRETE
 KY0985'RETAINING WALL OF THE SOUTH ABUTMENT OF A WOODEN DECK BRIDGE OVER
 KY0985'BATTLE RUN, 5 FEET EAST OF WOODEN BANISTER AND 1 1/2 FEET BELOW
 KY0985'LEVEL OF ROAD.
 KY0985
 KY0985                          STATION RECOVERY (1965)
 KY0985
 KY0985'RECOVERY NOTE BY US ENGINEERS 1965
 KY0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0788 ***********************************************************************
 JX0788  DESIGNATION -  S 122
 JX0788  PID         -  JX0788
 JX0788  STATE/COUNTY-  WV/MARSHALL
 JX0788  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0788
 JX0788                         *CURRENT SURVEY CONTROL
 JX0788  ___________________________________________________________________
 JX0788* NAD 83(1986)-  39 58 38.     (N)    080 38 55.     (W)     SCALED    
 JX0788* NAVD 88     -       319.222  (meters)    1047.31   (feet)  ADJUSTED  
 JX0788  ___________________________________________________________________
 JX0788  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX0788  DYNAMIC HT  -         319.034 (meters)    1046.70  (feet)  COMP
 JX0788  MODELED GRAV-     980,028.9   (mgal)                       NAVD 88
 JX0788
 JX0788  VERT ORDER  -  SECOND    CLASS 0
 JX0788
 JX0788.The horizontal coordinates were scaled from a topographic map and have
 JX0788.an estimated accuracy of +/- 6 seconds.
 JX0788
 JX0788.The orthometric height was determined by differential leveling
 JX0788.and adjusted by the National Geodetic Survey in June 1991..
 JX0788
 JX0788.The geoid height was determined by GEOID03.
 JX0788
 JX0788.The dynamic height is computed by dividing the NAVD 88
 JX0788.geopotential number by the normal gravity value computed on the
 JX0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0788.degrees latitude (g = 980.6199 gals.).
 JX0788
 JX0788.The modeled gravity was interpolated from observed gravity values.
 JX0788
 JX0788;                    North         East    Units  Estimated Accuracy
 JX0788;SPC WV N     -   164,630.      501,890.      MT  (+/- 180 meters Scaled)
 JX0788
 JX0788                          SUPERSEDED SURVEY CONTROL
 JX0788
 JX0788  NGVD 29 (??/??/92)  319.366  (m)         1047.79   (f) ADJ UNCH    2 0
 JX0788
 JX0788.Superseded values are not recommended for survey control.
 JX0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0788.See file dsdata.txt to determine how the superseded data were derived.
 JX0788
 JX0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE300252(NAD 83)
 JX0788_MARKER: DB = BENCH MARK DISK
 JX0788_SETTING: 66 = SET IN ROCK OUTCROP
 JX0788_SP_SET: ROCK CUT
 JX0788_STAMPING: S 122 1957
 JX0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0788+STABILITY: POSITION/ELEVATION WELL
 JX0788
 JX0788  HISTORY     - Date     Condition        Report By
 JX0788  HISTORY     - 1957     MONUMENTED       CGS
 JX0788  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0788  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 JX0788
 JX0788                          STATION DESCRIPTION
 JX0788
 JX0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0788'2.8 MI SE FROM SHERRARD.
 JX0788'ABOUT 1.15 MILES SOUTHEAST ALONG STATE HIGHWAY 88 FROM THE
 JX0788'SCHOOL AT SHERRARD, THENCE ABOUT 1.65 MILES EAST AND SOUTHEAST
 JX0788'ALONG HANLAN HILL ROAD, ALONG ABANDONED EAST PART OF HANLAN HILL
 JX0788'ROAD, ABOUT 0.7 MILE WEST AND UP HILL FROM BOAT CROSSING OF
 JX0788'WHEELING CREEK, ABOUT 0.25 MILE NORTHWEST AND NORTH ALONG ABANDONED
 JX0788'ROAD FROM A HAIRPIN CURVE IN ROAD, ABOUT 0.5 MILE SOUTHEAST OF
 JX0788'THE EAST END OF MAINTAINED PART OF HANLAN HILL ROAD, SET
 JX0788'VERTICALLY IN THE NORTH-NORTHEAST FACE OF A 3-FOOT HIGH AND
 JX0788'10-FOOT LONG LAYERED ROCK IN A CUT BANK, AND 2 1/2 FEET ABOVE
 JX0788'LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM THE PUBLIC SCHOOL
 JX0788'AT ELM GROVE BY GOING ABOUT 6.6 MILES SOUTH ALONG A BLACK TOP ROAD
 JX0788'FOLLOWING WHEELING CREEK, THENCE ABOUT 0.95 MILE WEST ALONG
 JX0788'HANLAN HILL ROAD.
 JX0788
 JX0788                          STATION RECOVERY (1983)
 JX0788
 JX0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0788'MARK NOT FOUND.
 JX0788
 JX0788                          STATION RECOVERY (2004)
 JX0788
 JX0788'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 JX0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0741 ***********************************************************************
 JX0741  DESIGNATION -  S 123
 JX0741  PID         -  JX0741
 JX0741  STATE/COUNTY-  WV/MARSHALL
 JX0741  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0741
 JX0741                         *CURRENT SURVEY CONTROL
 JX0741  ___________________________________________________________________
 JX0741* NAD 83(1986)-  39 56 52.     (N)    080 39 40.     (W)     SCALED    
 JX0741* NAVD 88     -       422.093  (meters)    1384.82   (feet)  ADJUSTED  
 JX0741  ___________________________________________________________________
 JX0741  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JX0741  DYNAMIC HT  -         421.846 (meters)    1384.01  (feet)  COMP
 JX0741  MODELED GRAV-     980,029.5   (mgal)                       NAVD 88
 JX0741
 JX0741  VERT ORDER  -  SECOND    CLASS 0
 JX0741
 JX0741.The horizontal coordinates were scaled from a topographic map and have
 JX0741.an estimated accuracy of +/- 6 seconds.
 JX0741
 JX0741.The orthometric height was determined by differential leveling
 JX0741.and adjusted by the National Geodetic Survey in June 1991..
 JX0741
 JX0741.The geoid height was determined by GEOID03.
 JX0741
 JX0741.The dynamic height is computed by dividing the NAVD 88
 JX0741.geopotential number by the normal gravity value computed on the
 JX0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0741.degrees latitude (g = 980.6199 gals.).
 JX0741
 JX0741.The modeled gravity was interpolated from observed gravity values.
 JX0741
 JX0741;                    North         East    Units  Estimated Accuracy
 JX0741;SPC WV N     -   161,370.      500,780.      MT  (+/- 180 meters Scaled)
 JX0741
 JX0741                          SUPERSEDED SURVEY CONTROL
 JX0741
 JX0741  NGVD 29 (??/??/92)  422.238  (m)         1385.29   (f) ADJ UNCH    2 0
 JX0741
 JX0741.Superseded values are not recommended for survey control.
 JX0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0741.See file dsdata.txt to determine how the superseded data were derived.
 JX0741
 JX0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE289220(NAD 83)
 JX0741_MARKER: DB = BENCH MARK DISK
 JX0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0741_STAMPING: S 123 1957
 JX0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0741+STABILITY: SURFACE MOTION
 JX0741
 JX0741  HISTORY     - Date     Condition        Report By
 JX0741  HISTORY     - 1957     MONUMENTED       CGS
 JX0741  HISTORY     - 1983     GOOD             NGS
 JX0741
 JX0741                          STATION DESCRIPTION
 JX0741
 JX0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0741'1.1 MI NW FROM LIMESTONE.
 JX0741'ABOUT 1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE
 JX0741'WASHINGTON DISTRICT CONSOLIDATED SCHOOL AT LIMESTONE, 0.4 MILE EAST
 JX0741'OF WOOD HILL METHODIST CHURCH, AT THE JUNCTION OF STATE HIGHWAY 88
 JX0741'LEADING NORTH, 56 FEET EAST-SOUTHEAST OF CENTER OF JUNCTION, 21
 JX0741'FEET SOUTH OF CENTER LINE OF HIGHWAY 250, 2.4 FEET WEST-NORTHWEST
 JX0741'OF FORT WETZEL - STATE OF WEST VIRGINIA HISTORICAL MARKER, 4 FEET
 JX0741'NORTH OF A PAINTED BOARD FENCE, 29 1/2 FEET WEST OF A CONCRETE
 JX0741'POST MARKED F.A. 138 A, ABOUT LEVEL WITH HIGHWAY AND SET IN THE
 JX0741'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JX0741
 JX0741                          STATION RECOVERY (1983)
 JX0741
 JX0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0777 ***********************************************************************
 JX0777  DESIGNATION -  S 124
 JX0777  PID         -  JX0777
 JX0777  STATE/COUNTY-  WV/MARSHALL
 JX0777  USGS QUAD   -  MAJORSVILLE (1988)
 JX0777
 JX0777                         *CURRENT SURVEY CONTROL
 JX0777  ___________________________________________________________________
 JX0777* NAD 83(1986)-  39 57 13.     (N)    080 34 03.     (W)     SCALED    
 JX0777* NAVD 88     -       251.324  (meters)     824.55   (feet)  ADJUSTED  
 JX0777  ___________________________________________________________________
 JX0777  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JX0777  DYNAMIC HT  -         251.175 (meters)     824.06  (feet)  COMP
 JX0777  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 JX0777
 JX0777  VERT ORDER  -  SECOND    CLASS 0
 JX0777
 JX0777.The horizontal coordinates were scaled from a topographic map and have
 JX0777.an estimated accuracy of +/- 6 seconds.
 JX0777
 JX0777.The orthometric height was determined by differential leveling
 JX0777.and adjusted by the National Geodetic Survey in June 1991..
 JX0777
 JX0777.The geoid height was determined by GEOID03.
 JX0777
 JX0777.The dynamic height is computed by dividing the NAVD 88
 JX0777.geopotential number by the normal gravity value computed on the
 JX0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0777.degrees latitude (g = 980.6199 gals.).
 JX0777
 JX0777.The modeled gravity was interpolated from observed gravity values.
 JX0777
 JX0777;                    North         East    Units  Estimated Accuracy
 JX0777;SPC WV N     -   161,920.      508,790.      MT  (+/- 180 meters Scaled)
 JX0777
 JX0777                          SUPERSEDED SURVEY CONTROL
 JX0777
 JX0777  NGVD 29 (??/??/92)  251.463  (m)          825.01   (f) ADJ UNCH    2 0
 JX0777
 JX0777.Superseded values are not recommended for survey control.
 JX0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0777.See file dsdata.txt to determine how the superseded data were derived.
 JX0777
 JX0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE369226(NAD 83)
 JX0777_MARKER: DB = BENCH MARK DISK
 JX0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0777_STAMPING: S 124 1957
 JX0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0777+STABILITY: SURFACE MOTION
 JX0777
 JX0777  HISTORY     - Date     Condition        Report By
 JX0777  HISTORY     - 1957     MONUMENTED       CGS
 JX0777
 JX0777                          STATION DESCRIPTION
 JX0777
 JX0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0777'1.7 MI SE FROM VIOLA.
 JX0777'ABOUT 1.7 MILES SOUTHEAST ALONG A DIRT ROAD FOLLOWING WHEELING
 JX0777'CREEK FROM THE JUNCTION OF DALLAS-LIMESTONE ROAD AND WHEELING
 JX0777'CREEK INN AT VIOLA, 68 YARDS NORTHWEST OF CROSSING OF A DRY
 JX0777'CREEK BED, 15 FEET NORTH OF CENTER LINE OF ROAD, 70 1/2 FEET
 JX0777'SOUTHWEST OF SOUTHWEST CORNER OF STONE FOUNDATION OF AN ABANDONED
 JX0777'CHURCH BUILDING, 6.2 FEET NORTH-NORTHWEST OF A 20-INCH FORKED
 JX0777'LOCUST TREE, 10 1/2 FEET EAST OF CENTER OF A GAP IN A FENCE LINE,
 JX0777'2 1/2 FEET SOUTH OF A FENCE LINE, ABOUT 2 1/2 FEET ABOVE LEVEL
 JX0777'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 JX0777'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0537 ***********************************************************************
 JX0537  DESIGNATION -  S 125
 JX0537  PID         -  JX0537
 JX0537  STATE/COUNTY-  WV/MARSHALL
 JX0537  USGS QUAD   -  LITTLETON (1976)
 JX0537
 JX0537                         *CURRENT SURVEY CONTROL
 JX0537  ___________________________________________________________________
 JX0537* NAD 83(1986)-  39 44 57.     (N)    080 33 44.     (W)     SCALED    
 JX0537* NAVD 88     -       415.503  (meters)    1363.20   (feet)  ADJUSTED  
 JX0537  ___________________________________________________________________
 JX0537  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0537  DYNAMIC HT  -         415.264 (meters)    1362.41  (feet)  COMP
 JX0537  MODELED GRAV-     980,038.0   (mgal)                       NAVD 88
 JX0537
 JX0537  VERT ORDER  -  SECOND    CLASS 0
 JX0537
 JX0537.The horizontal coordinates were scaled from a topographic map and have
 JX0537.an estimated accuracy of +/- 6 seconds.
 JX0537
 JX0537.The orthometric height was determined by differential leveling
 JX0537.and adjusted by the National Geodetic Survey in June 1991..
 JX0537
 JX0537.The geoid height was determined by GEOID03.
 JX0537
 JX0537.The dynamic height is computed by dividing the NAVD 88
 JX0537.geopotential number by the normal gravity value computed on the
 JX0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0537.degrees latitude (g = 980.6199 gals.).
 JX0537
 JX0537.The modeled gravity was interpolated from observed gravity values.
 JX0537
 JX0537;                    North         East    Units  Estimated Accuracy
 JX0537;SPC WV N     -   139,220.      508,970.      MT  (+/- 180 meters Scaled)
 JX0537
 JX0537                          SUPERSEDED SURVEY CONTROL
 JX0537
 JX0537  NGVD 29 (??/??/92)  415.642  (m)         1363.65   (f) ADJ UNCH    2 0
 JX0537
 JX0537.Superseded values are not recommended for survey control.
 JX0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0537.See file dsdata.txt to determine how the superseded data were derived.
 JX0537
 JX0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE375000(NAD 83)
 JX0537_MARKER: DB = BENCH MARK DISK
 JX0537_SETTING: 66 = SET IN ROCK OUTCROP
 JX0537_SP_SET: ROCK CUT
 JX0537_STAMPING: S 125 1957
 JX0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0537+STABILITY: POSITION/ELEVATION WELL
 JX0537
 JX0537  HISTORY     - Date     Condition        Report By
 JX0537  HISTORY     - 1957     MONUMENTED       CGS
 JX0537
 JX0537                          STATION DESCRIPTION
 JX0537
 JX0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0537'1.1 MI SW FROM BELLTON.
 JX0537'ABOUT 1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 250 FROM THE BALTIMORE
 JX0537'AND OHIO RAILROAD STATION SIGN DENVER AT BELLTON, ABOUT 0.15
 JX0537'MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 89 LEADING
 JX0537'SOUTHWEST, 21 1/2 FEET NORTHWEST OF CENTER LINE OF HIGHWAY 250,
 JX0537'5.5 FEET WEST OF NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL
 JX0537'OF A 15-INCH PIPE CULVERT UNDER HIGHWAY, 8 FEET NORTH OF SOUTHWEST
 JX0537'END OF SAME HEAD WALL, SET VERTICALLY ABOUT 1 FOOT ABOVE LEVEL OF
 JX0537'HEAD WALL IN THE SOUTHEAST FACE OF A ROCK IN A CUT BANK AND ABOUT
 JX0537'1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0556 ***********************************************************************
 JX0556  DESIGNATION -  S 126
 JX0556  PID         -  JX0556
 JX0556  STATE/COUNTY-  WV/WETZEL
 JX0556  USGS QUAD   -  WILEYVILLE (1976)
 JX0556
 JX0556                         *CURRENT SURVEY CONTROL
 JX0556  ___________________________________________________________________
 JX0556* NAD 83(1986)-  39 40 24.     (N)    080 42 34.     (W)     SCALED    
 JX0556* NAVD 88     -       431.397  (meters)    1415.34   (feet)  ADJUSTED  
 JX0556  ___________________________________________________________________
 JX0556  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JX0556  DYNAMIC HT  -         431.142 (meters)    1414.51  (feet)  COMP
 JX0556  MODELED GRAV-     980,021.2   (mgal)                       NAVD 88
 JX0556
 JX0556  VERT ORDER  -  SECOND    CLASS 0
 JX0556
 JX0556.The horizontal coordinates were scaled from a topographic map and have
 JX0556.an estimated accuracy of +/- 6 seconds.
 JX0556
 JX0556.The orthometric height was determined by differential leveling
 JX0556.and adjusted by the National Geodetic Survey in June 1991..
 JX0556
 JX0556.The geoid height was determined by GEOID03.
 JX0556
 JX0556.The dynamic height is computed by dividing the NAVD 88
 JX0556.geopotential number by the normal gravity value computed on the
 JX0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0556.degrees latitude (g = 980.6199 gals.).
 JX0556
 JX0556.The modeled gravity was interpolated from observed gravity values.
 JX0556
 JX0556;                    North         East    Units  Estimated Accuracy
 JX0556;SPC WV N     -   130,960.      496,240.      MT  (+/- 180 meters Scaled)
 JX0556
 JX0556                          SUPERSEDED SURVEY CONTROL
 JX0556
 JX0556  NGVD 29 (??/??/92)  431.553  (m)         1415.85   (f) ADJ UNCH    2 0
 JX0556
 JX0556.Superseded values are not recommended for survey control.
 JX0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0556.See file dsdata.txt to determine how the superseded data were derived.
 JX0556
 JX0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND249915(NAD 83)
 JX0556_MARKER: DB = BENCH MARK DISK
 JX0556_SETTING: 66 = SET IN ROCK OUTCROP
 JX0556_SP_SET: ROCK CUT
 JX0556_STAMPING: S 126 1957
 JX0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0556+STABILITY: POSITION/ELEVATION WELL
 JX0556
 JX0556  HISTORY     - Date     Condition        Report By
 JX0556  HISTORY     - 1957     MONUMENTED       CGS
 JX0556
 JX0556                          STATION DESCRIPTION
 JX0556
 JX0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0556'AT NEWDALE.
 JX0556'AT NEWDALE, ABOUT 0.1 MILE NORTHEAST ALONG STATE HIGHWAY 89 FROM
 JX0556'THE JUNCTION OF BLACK TOP ROAD LEADING SOUTHWEST TO NEW
 JX0556'MARTINSVILLE, SET VERTICALLY IN THE SOUTH FACE OF A ROCK LEDGE
 JX0556'IN CUT, 15 FEET NORTH OF CENTER LINE OF HIGHWAY, 40 FEET
 JX0556'NORTHEAST AND ACROSS HIGHWAY FROM AN 18-INCH WALNUT TREE, 58
 JX0556'FEET EAST OF NORTH END OF AN 18-INCH PIPE CULVERT AND ABOUT
 JX0556'2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0720 ***********************************************************************
 JX0720  DESIGNATION -  S 127
 JX0720  PID         -  JX0720
 JX0720  STATE/COUNTY-  WV/MARSHALL
 JX0720  USGS QUAD   -  GLEN EASTON (1976)
 JX0720
 JX0720                         *CURRENT SURVEY CONTROL
 JX0720  ___________________________________________________________________
 JX0720* NAD 83(1986)-  39 47 03.     (N)    080 43 08.     (W)     SCALED    
 JX0720* NAVD 88     -       211.118  (meters)     692.64   (feet)  ADJUSTED  
 JX0720  ___________________________________________________________________
 JX0720  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JX0720  DYNAMIC HT  -         210.999 (meters)     692.25  (feet)  COMP
 JX0720  MODELED GRAV-     980,058.6   (mgal)                       NAVD 88
 JX0720
 JX0720  VERT ORDER  -  SECOND    CLASS 0
 JX0720
 JX0720.The horizontal coordinates were scaled from a topographic map and have
 JX0720.an estimated accuracy of +/- 6 seconds.
 JX0720
 JX0720.The orthometric height was determined by differential leveling
 JX0720.and adjusted by the National Geodetic Survey in June 1991..
 JX0720
 JX0720.The geoid height was determined by GEOID03.
 JX0720
 JX0720.The dynamic height is computed by dividing the NAVD 88
 JX0720.geopotential number by the normal gravity value computed on the
 JX0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0720.degrees latitude (g = 980.6199 gals.).
 JX0720
 JX0720.The modeled gravity was interpolated from observed gravity values.
 JX0720
 JX0720;                    North         East    Units  Estimated Accuracy
 JX0720;SPC WV N     -   143,270.      495,600.      MT  (+/- 180 meters Scaled)
 JX0720
 JX0720                          SUPERSEDED SURVEY CONTROL
 JX0720
 JX0720  NGVD 29 (??/??/92)  211.265  (m)          693.13   (f) ADJ UNCH    2 0
 JX0720
 JX0720.Superseded values are not recommended for survey control.
 JX0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0720.See file dsdata.txt to determine how the superseded data were derived.
 JX0720
 JX0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE240038(NAD 83)
 JX0720_MARKER: DB = BENCH MARK DISK
 JX0720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0720_SP_SET: BRIDGE
 JX0720_STAMPING: S 127 1957
 JX0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0720
 JX0720  HISTORY     - Date     Condition        Report By
 JX0720  HISTORY     - 1957     MONUMENTED       CGS
 JX0720
 JX0720                          STATION DESCRIPTION
 JX0720
 JX0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0720'2.6 MI NW FROM LYNN CAMP.
 JX0720'ABOUT 0.45 MILE NORTH ALONG A BLACK TOP ROAD FROM THE METHODIST
 JX0720'CHURCH AT LYNN CAMP, THENCE ABOUT 2.15 MILES NORTHWEST ALONG
 JX0720'A GRAVEL ROAD FOLLOWING FISH CREEK, AT A STEEL BRIDGE OVER
 JX0720'FISH CREEK, ABOUT 0.3 MILE SOUTHEAST OF ROAD JUNCTION AT MEIGHEN,
 JX0720'IN THE TOP OF THE SOUTHEAST PIER (ROUNDED WITH STEEL SIDES),
 JX0720'63 FEET WEST OF CENTER OF JUNCTION OF A ROAD WEST, 9 FEET SOUTH
 JX0720'OF CENTER LINE OF ROAD WEST AND ABOUT 2 FEET BELOW LEVEL OF ROAD.
 JX0720'NOTE-- THE BRIDGE IS ALONG THE ROAD LEADING WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0696 ***********************************************************************
 JX0696  DESIGNATION -  S 128
 JX0696  PID         -  JX0696
 JX0696  STATE/COUNTY-  WV/WETZEL
 JX0696  USGS QUAD   -  WILEYVILLE (1976)
 JX0696
 JX0696                         *CURRENT SURVEY CONTROL
 JX0696  ___________________________________________________________________
 JX0696* NAD 83(1986)-  39 43 11.     (N)    080 44 05.     (W)     SCALED    
 JX0696* NAVD 88     -       386.145  (meters)    1266.88   (feet)  ADJUSTED  
 JX0696  ___________________________________________________________________
 JX0696  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JX0696  DYNAMIC HT  -         385.924 (meters)    1266.15  (feet)  COMP
 JX0696  MODELED GRAV-     980,040.7   (mgal)                       NAVD 88
 JX0696
 JX0696  VERT ORDER  -  SECOND    CLASS 0
 JX0696
 JX0696.The horizontal coordinates were scaled from a topographic map and have
 JX0696.an estimated accuracy of +/- 6 seconds.
 JX0696
 JX0696.The orthometric height was determined by differential leveling
 JX0696.and adjusted by the National Geodetic Survey in June 1991..
 JX0696
 JX0696.The geoid height was determined by GEOID03.
 JX0696
 JX0696.The dynamic height is computed by dividing the NAVD 88
 JX0696.geopotential number by the normal gravity value computed on the
 JX0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0696.degrees latitude (g = 980.6199 gals.).
 JX0696
 JX0696.The modeled gravity was interpolated from observed gravity values.
 JX0696
 JX0696;                    North         East    Units  Estimated Accuracy
 JX0696;SPC WV N     -   136,140.      494,140.      MT  (+/- 180 meters Scaled)
 JX0696
 JX0696                          SUPERSEDED SURVEY CONTROL
 JX0696
 JX0696  NGVD 29 (??/??/92)  386.302  (m)         1267.39   (f) ADJ UNCH    2 0
 JX0696
 JX0696.Superseded values are not recommended for survey control.
 JX0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0696.See file dsdata.txt to determine how the superseded data were derived.
 JX0696
 JX0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND227966(NAD 83)
 JX0696_MARKER: DB = BENCH MARK DISK
 JX0696_SETTING: 66 = SET IN ROCK OUTCROP
 JX0696_SP_SET: ROCK CUT
 JX0696_STAMPING: S 128 1957
 JX0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0696+STABILITY: POSITION/ELEVATION WELL
 JX0696
 JX0696  HISTORY     - Date     Condition        Report By
 JX0696  HISTORY     - 1957     MONUMENTED       CGS
 JX0696
 JX0696                          STATION DESCRIPTION
 JX0696
 JX0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0696'2.4 MI SW FROM SAINT JOSEPH.
 JX0696'ABOUT 2.45 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE ROAD
 JX0696'JUNCTION AND CHURCH AT SAINT JOSEPH, ABOUT 0.7 MILE SOUTHWEST OF
 JX0696'A 25-FOOT BRIDGE OVER WHETSTONE CREEK, ON THE NORTHEAST SLOPE
 JX0696'OF A GRADE AND ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 JX0696'EXTENDING EAST AND SOUTH-SOUTHWEST, SET VERTICALLY IN THE SOUTHEAST
 JX0696'FACE OF A ROCK PROJECTION IN A CUT, 12 FEET NORTHWEST OF CENTER
 JX0696'LINE OF ROAD AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.  NOTE-- MARK
 JX0696'IS REACHED FROM NEWDALE BY GOING ABOUT 3.5 MILES NORTHWEST
 JX0696'ALONG STATE HIGHWAY 89 FROM THE ROAD JUNCTION, THENCE 1.5 MILES
 JX0696'NORTHWEST ALONG A BLACK TOP ROAD, THENCE 0.95 MILE EAST ALONG A
 JX0696'ROAD LEADING TO ST. JOSEPH.  NOTE-- MARK IS ALSO REACHED FROM
 JX0696'THE SCHOOL AND CROSSROAD AT FAIRVIEW BY GOING 3.4 MILES SOUTHEAST
 JX0696'ALONG A BLACK TOP ROAD, THENCE 0.95 MILE EAST ALONG GRAVEL ROAD
 JX0696'LEADING TO ST. JOSEPH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0667 ***********************************************************************
 JX0667  DESIGNATION -  S 129
 JX0667  PID         -  JX0667
 JX0667  STATE/COUNTY-  WV/WETZEL
 JX0667  USGS QUAD   -  BIG RUN (1976)
 JX0667
 JX0667                         *CURRENT SURVEY CONTROL
 JX0667  ___________________________________________________________________
 JX0667* NAD 83(1986)-  39 35 12.     (N)    080 32 27.     (W)     SCALED    
 JX0667* NAVD 88     -       265.012  (meters)     869.46   (feet)  ADJUSTED  
 JX0667  ___________________________________________________________________
 JX0667  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JX0667  DYNAMIC HT  -         264.855 (meters)     868.95  (feet)  COMP
 JX0667  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 JX0667
 JX0667  VERT ORDER  -  SECOND    CLASS 0
 JX0667
 JX0667.The horizontal coordinates were scaled from a topographic map and have
 JX0667.an estimated accuracy of +/- 6 seconds.
 JX0667
 JX0667.The orthometric height was determined by differential leveling
 JX0667.and adjusted by the National Geodetic Survey in June 1991..
 JX0667
 JX0667.The geoid height was determined by GEOID03.
 JX0667
 JX0667.The dynamic height is computed by dividing the NAVD 88
 JX0667.geopotential number by the normal gravity value computed on the
 JX0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0667.degrees latitude (g = 980.6199 gals.).
 JX0667
 JX0667.The modeled gravity was interpolated from observed gravity values.
 JX0667
 JX0667;                    North         East    Units  Estimated Accuracy
 JX0667;SPC WV N     -   121,160.      510,590.      MT  (+/- 180 meters Scaled)
 JX0667
 JX0667                          SUPERSEDED SURVEY CONTROL
 JX0667
 JX0667  NGVD 29 (??/??/92)  265.164  (m)          869.96   (f) ADJ UNCH    2 0
 JX0667
 JX0667.Superseded values are not recommended for survey control.
 JX0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0667.See file dsdata.txt to determine how the superseded data were derived.
 JX0667
 JX0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND394819(NAD 83)
 JX0667_MARKER: DB = BENCH MARK DISK
 JX0667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0667_SP_SET: BRIDGE
 JX0667_STAMPING: S 129 1957
 JX0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0667
 JX0667  HISTORY     - Date     Condition        Report By
 JX0667  HISTORY     - 1957     MONUMENTED       CGS
 JX0667
 JX0667                          STATION DESCRIPTION
 JX0667
 JX0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0667'AT BURCHFIELD.
 JX0667'AT BURCHFIELD, ABOUT 0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE
 JX0667'SCHOOL, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF A
 JX0667'50-FOOT BRIDGE OVER WILLEY FORK (BRIDGE IS UNDER ROAD SOUTH),
 JX0667'25 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD, 9 FEET WEST OF
 JX0667'CENTER LINE OF ROAD SOUTH AND ABOUT LEVEL WITH JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0620 ***********************************************************************
 JX0620  DESIGNATION -  S 130
 JX0620  PID         -  JX0620
 JX0620  STATE/COUNTY-  WV/WETZEL
 JX0620  USGS QUAD   -  WILEYVILLE (1976)
 JX0620
 JX0620                         *CURRENT SURVEY CONTROL
 JX0620  ___________________________________________________________________
 JX0620* NAD 83(1986)-  39 38 24.     (N)    080 41 44.     (W)     SCALED    
 JX0620* NAVD 88     -       405.365  (meters)    1329.93   (feet)  ADJUSTED  
 JX0620  ___________________________________________________________________
 JX0620  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JX0620  DYNAMIC HT  -         405.128 (meters)    1329.16  (feet)  COMP
 JX0620  MODELED GRAV-     980,028.6   (mgal)                       NAVD 88
 JX0620
 JX0620  VERT ORDER  -  SECOND    CLASS 0
 JX0620
 JX0620.The horizontal coordinates were scaled from a topographic map and have
 JX0620.an estimated accuracy of +/- 6 seconds.
 JX0620
 JX0620.The orthometric height was determined by differential leveling
 JX0620.and adjusted by the National Geodetic Survey in June 1991..
 JX0620
 JX0620.The geoid height was determined by GEOID03.
 JX0620
 JX0620.The dynamic height is computed by dividing the NAVD 88
 JX0620.geopotential number by the normal gravity value computed on the
 JX0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0620.degrees latitude (g = 980.6199 gals.).
 JX0620
 JX0620.The modeled gravity was interpolated from observed gravity values.
 JX0620
 JX0620;                    North         East    Units  Estimated Accuracy
 JX0620;SPC WV N     -   127,240.      497,380.      MT  (+/- 180 meters Scaled)
 JX0620
 JX0620                          SUPERSEDED SURVEY CONTROL
 JX0620
 JX0620  NGVD 29 (??/??/92)  405.528  (m)         1330.47   (f) ADJ UNCH    2 0
 JX0620
 JX0620.Superseded values are not recommended for survey control.
 JX0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0620.See file dsdata.txt to determine how the superseded data were derived.
 JX0620
 JX0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND261878(NAD 83)
 JX0620_MARKER: DB = BENCH MARK DISK
 JX0620_SETTING: 66 = SET IN ROCK OUTCROP
 JX0620_SP_SET: ROCK CUT
 JX0620_STAMPING: S 130 1957
 JX0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0620+STABILITY: POSITION/ELEVATION WELL
 JX0620
 JX0620  HISTORY     - Date     Condition        Report By
 JX0620  HISTORY     - 1957     MONUMENTED       CGS
 JX0620
 JX0620                          STATION DESCRIPTION
 JX0620
 JX0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0620'3.8 MI NW FROM WILEYVILLE.
 JX0620'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH OF
 JX0620'CHRIST AT WILEYVILLE, THENCE ABOUT 1.45 MILES NORTH ALONG A
 JX0620'GRAVEL ROAD, ALONG A SHORT FLAT STRETCH OF ROAD THAT IS ALONG
 JX0620'THE SOUTH SLOPE OF A LONG GRADE, SET VERTICALLY IN THE WEST FACE
 JX0620'OF A ROCK CUT, 16 FEET EAST OF CENTER LINE OF ROAD AND ABOUT 3
 JX0620'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1051 ***********************************************************************
 JX1051  DESIGNATION -  S 131
 JX1051  PID         -  JX1051
 JX1051  STATE/COUNTY-  WV/PLEASANTS
 JX1051  USGS QUAD   -  ELLENBORO (1975)
 JX1051
 JX1051                         *CURRENT SURVEY CONTROL
 JX1051  ___________________________________________________________________
 JX1051* NAD 83(1986)-  39 21 07.     (N)    081 03 32.     (W)     SCALED    
 JX1051* NAVD 88     -       244.807  (meters)     803.17   (feet)  ADJUSTED  
 JX1051  ___________________________________________________________________
 JX1051  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JX1051  DYNAMIC HT  -         244.657 (meters)     802.68  (feet)  COMP
 JX1051  MODELED GRAV-     980,007.7   (mgal)                       NAVD 88
 JX1051
 JX1051  VERT ORDER  -  SECOND    CLASS 0
 JX1051
 JX1051.The horizontal coordinates were scaled from a topographic map and have
 JX1051.an estimated accuracy of +/- 6 seconds.
 JX1051
 JX1051.The orthometric height was determined by differential leveling
 JX1051.and adjusted by the National Geodetic Survey in June 1991..
 JX1051
 JX1051.The geoid height was determined by GEOID03.
 JX1051
 JX1051.The dynamic height is computed by dividing the NAVD 88
 JX1051.geopotential number by the normal gravity value computed on the
 JX1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1051.degrees latitude (g = 980.6199 gals.).
 JX1051
 JX1051.The modeled gravity was interpolated from observed gravity values.
 JX1051
 JX1051;                    North         East    Units  Estimated Accuracy
 JX1051;SPC WV N     -    95,750.      465,640.      MT  (+/- 180 meters Scaled)
 JX1051
 JX1051                          SUPERSEDED SURVEY CONTROL
 JX1051
 JX1051  NGVD 29 (??/??/92)  244.974  (m)          803.72   (f) ADJ UNCH    2 0
 JX1051
 JX1051.Superseded values are not recommended for survey control.
 JX1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1051.See file dsdata.txt to determine how the superseded data were derived.
 JX1051
 JX1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD949558(NAD 83)
 JX1051_MARKER: DB = BENCH MARK DISK
 JX1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1051_STAMPING: S 131 1957
 JX1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1051+STABILITY: SURFACE MOTION
 JX1051
 JX1051  HISTORY     - Date     Condition        Report By
 JX1051  HISTORY     - 1957     MONUMENTED       CGS
 JX1051
 JX1051                          STATION DESCRIPTION
 JX1051
 JX1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1051'5.1 MI NE FROM FINCH.
 JX1051'ABOUT 1.4 MILES NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 50 FROM
 JX1051'THE MT. OLIVET METHODIST CHURCH AT FINCH, THENCE ABOUT 1.1 MILES
 JX1051'NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.15 MILE SOUTHEAST
 JX1051'ALONG A GRAVEL ROAD, THENCE 1.15 MILES NORTHEAST ALONG A GRAVEL
 JX1051'ROAD, THENCE ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 JX1051'0.5 MILE EAST ALONG A GRAVEL ROAD, AT A ROAD JUNCTION, 32 FEET
 JX1051'WEST-NORTHWEST OF CENTER LINE OF ROAD, 43 FEET WEST-SOUTHWEST OF
 JX1051'CENTER OF JUNCTION, 52 FEET SOUTH-SOUTHWEST OF A 12-INCH
 JX1051'HICKORY TREE WHICH IS IN A FENCE LINE, 26 FEET WEST-SOUTHWEST OF
 JX1051'NORTH END OF A 36-INCH CONCRETE PIPE CULVERT UNDER ROAD, 18 1/2
 JX1051'FEET SOUTH OF SOUTHWEST CORNER OF A GARAGE, 1 1/2 FEET EAST OF
 JX1051'A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 JX1051'ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 JX1051'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0921 ***********************************************************************
 JX0921  DESIGNATION -  S 132
 JX0921  PID         -  JX0921
 JX0921  STATE/COUNTY-  WV/RITCHIE
 JX0921  USGS QUAD   -  SCHULTZ (1975)
 JX0921
 JX0921                         *CURRENT SURVEY CONTROL
 JX0921  ___________________________________________________________________
 JX0921* NAD 83(1986)-  39 17 41.     (N)    081 08 20.     (W)     SCALED    
 JX0921* NAVD 88     -       281.984  (meters)     925.14   (feet)  ADJUSTED  
 JX0921  ___________________________________________________________________
 JX0921  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX0921  DYNAMIC HT  -         281.809 (meters)     924.57  (feet)  COMP
 JX0921  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 JX0921
 JX0921  VERT ORDER  -  SECOND    CLASS 0
 JX0921
 JX0921.The horizontal coordinates were scaled from a topographic map and have
 JX0921.an estimated accuracy of +/- 6 seconds.
 JX0921
 JX0921.The orthometric height was determined by differential leveling
 JX0921.and adjusted by the National Geodetic Survey in June 1991..
 JX0921
 JX0921.The geoid height was determined by GEOID03.
 JX0921
 JX0921.The dynamic height is computed by dividing the NAVD 88
 JX0921.geopotential number by the normal gravity value computed on the
 JX0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0921.degrees latitude (g = 980.6199 gals.).
 JX0921
 JX0921.The modeled gravity was interpolated from observed gravity values.
 JX0921
 JX0921;                    North         East    Units  Estimated Accuracy
 JX0921;SPC WV N     -    89,520.      458,630.      MT  (+/- 180 meters Scaled)
 JX0921
 JX0921                          SUPERSEDED SURVEY CONTROL
 JX0921
 JX0921  NGVD 29 (??/??/92)  282.151  (m)          925.69   (f) ADJ UNCH    2 0
 JX0921
 JX0921.Superseded values are not recommended for survey control.
 JX0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0921.See file dsdata.txt to determine how the superseded data were derived.
 JX0921
 JX0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD880494(NAD 83)
 JX0921_MARKER: DB = BENCH MARK DISK
 JX0921_SETTING: 66 = SET IN ROCK OUTCROP
 JX0921_SP_SET: ROCK CUT
 JX0921_STAMPING: S 132 1957
 JX0921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0921+STABILITY: POSITION/ELEVATION WELL
 JX0921
 JX0921  HISTORY     - Date     Condition        Report By
 JX0921  HISTORY     - 1957     MONUMENTED       CGS
 JX0921
 JX0921                          STATION DESCRIPTION
 JX0921
 JX0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0921'0.9 MI E FROM GLENDALE.
 JX0921'ABOUT 0.9 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE SCHOOL AT
 JX0921'GLENDALE, ABOUT 0.25 MILE NORTHEAST OF GLENDALE METHODIST CHURCH,
 JX0921'ABOUT 0.2 MILE NORTH OF A BRIDGE OVER GOOSE CREEK, ABOUT 130
 JX0921'YARDS NORTH OF A TELEPHONE CABLE LINE CROSSING HIGHWAY, SET
 JX0921'VERTICALLY IN FACE OF A ROCK CUT, 20 3/4 FEET EAST OF CENTER
 JX0921'LINE OF HIGHWAY, 69 FEET EAST-SOUTHEAST AND ACROSS HIGHWAY FROM A
 JX0921'TELEPHONE POLE, 53 1/2 FEET NORTH OF NORTH END OF RIGHT ANGLE
 JX0921'HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER HIGHWAY 75 FEET SOUTH
 JX0921'OF CENTER OF JUNCTION OF HIGHWAY AND A DIM ROAD NORTHWEST, AND
 JX0921'ABOUT 3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0318 ***********************************************************************
 JX0318  DESIGNATION -  S 133
 JX0318  PID         -  JX0318
 JX0318  STATE/COUNTY-  WV/DODDRIDGE
 JX0318  USGS QUAD   -  WEST UNION (1987)
 JX0318
 JX0318                         *CURRENT SURVEY CONTROL
 JX0318  ___________________________________________________________________
 JX0318* NAD 83(1986)-  39 17 55.     (N)    080 45 43.     (W)     SCALED    
 JX0318* NAVD 88     -       238.813  (meters)     783.51   (feet)  ADJUSTED  
 JX0318  ___________________________________________________________________
 JX0318  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JX0318  DYNAMIC HT  -         238.666 (meters)     783.02  (feet)  COMP
 JX0318  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 JX0318
 JX0318  VERT ORDER  -  FIRST     CLASS II
 JX0318
 JX0318.The horizontal coordinates were scaled from a topographic map and have
 JX0318.an estimated accuracy of +/- 6 seconds.
 JX0318
 JX0318.The orthometric height was determined by differential leveling
 JX0318.and adjusted by the National Geodetic Survey in June 1991..
 JX0318
 JX0318.The geoid height was determined by GEOID03.
 JX0318
 JX0318.The dynamic height is computed by dividing the NAVD 88
 JX0318.geopotential number by the normal gravity value computed on the
 JX0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0318.degrees latitude (g = 980.6199 gals.).
 JX0318
 JX0318.The modeled gravity was interpolated from observed gravity values.
 JX0318
 JX0318;                    North         East    Units  Estimated Accuracy
 JX0318;SPC WV N     -    89,420.      491,150.      MT  (+/- 180 meters Scaled)
 JX0318
 JX0318                          SUPERSEDED SURVEY CONTROL
 JX0318
 JX0318  NGVD 29 (??/??/92)  238.975  (m)          784.04   (f) ADJ UNCH    1 2
 JX0318
 JX0318.Superseded values are not recommended for survey control.
 JX0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0318.See file dsdata.txt to determine how the superseded data were derived.
 JX0318
 JX0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND205499(NAD 83)
 JX0318_MARKER: DB = BENCH MARK DISK
 JX0318_SETTING: 66 = SET IN ROCK OUTCROP
 JX0318_SP_SET: LEDGE
 JX0318_STAMPING: S 133 1957
 JX0318_MARK LOGO: CGS   
 JX0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0318+STABILITY: POSITION/ELEVATION WELL
 JX0318
 JX0318  HISTORY     - Date     Condition        Report By
 JX0318  HISTORY     - 1957     MONUMENTED       CGS
 JX0318  HISTORY     - 1983     GOOD             NGS
 JX0318
 JX0318                          STATION DESCRIPTION
 JX0318
 JX0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0318'1.4 MI NE FROM WEST UNION.
 JX0318'ABOUT 1.35 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE
 JX0318'BALTIMORE AND OHIO RAILROAD STATION AT WEST UNION, AT THE
 JX0318'JUNCTION OF A BLACK TOP ROAD LEADING NORTHEAST, IN THE TOP OF AN
 JX0318'OUTCROPPING LEDGE OF A SHORT ROCK CUT, 37 1/2 FEET NORTHWEST OF
 JX0318'CENTER LINE OF HIGHWAY, 94 FEET WEST OF CENTER OF JUNCTION OF
 JX0318'ROAD NORTHEAST, 65 FEET SOUTHWEST OF SOUTHWEST END OF NORTHWEST
 JX0318'HEAD WALL OF A TWIN 8-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY
 JX0318'OVER ROCK RUN, 12 FEET SOUTHWEST OF SOUTHWEST STEEL LEG OF A
 JX0318'STANDARD ADVERTISING CORPORATION SIGN BOARD, 3 FEET
 JX0318'SOUTH-SOUTHWEST AND ABOUT 2 FEET BELOW A 12-INCH TRIANGLE
 JX0318'CHISELED IN FACE OF CUT AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
 JX0318
 JX0318                          STATION RECOVERY (1983)
 JX0318
 JX0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0318'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.2 KM
 JX0318'(0.15 MI) SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0318'RAILROAD BRIDGE OVER STATE HIGHWAY 18 AND MIDDLE ISLAND CREEK IN WEST
 JX0318'UNION, THENCE 1.1 KM (0.7 MI) NORTHEAST ALONG OLD U.S. HIGHWAY 50 TO
 JX0318'THE MARK ON THE LEFT, 11.4 METERS (37.5 FT) NORTHWEST OF THE
 JX0318'CENTERLINE OF THE HIGHWAY, 19.8 METERS (65.0 FT) SOUTHWEST OF THE
 JX0318'SOUTHWEST END OF A CONCRETE HEADWALL, 0.91 METER (3.0 FT)
 JX0318'SOUTH-SOUTHWEST OF A 12-INCH TRIANGLE CHISELED IN THE FACE OF THE
 JX0318'ROCK.
 JX0318'THE MARK IS 0.91 METERS  N FROM A WITNESS POST.
 JX0318'THE MARK IS 0.76 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0374 ***********************************************************************
 JX0374  DESIGNATION -  S 134
 JX0374  PID         -  JX0374
 JX0374  STATE/COUNTY-  WV/DODDRIDGE
 JX0374  USGS QUAD   -  CENTER POINT (1976)
 JX0374
 JX0374                         *CURRENT SURVEY CONTROL
 JX0374  ___________________________________________________________________
 JX0374* NAD 83(1986)-  39 24 17.     (N)    080 41 14.     (W)     SCALED    
 JX0374* NAVD 88     -       231.610  (meters)     759.87   (feet)  ADJUSTED  
 JX0374  ___________________________________________________________________
 JX0374  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JX0374  DYNAMIC HT  -         231.472 (meters)     759.42  (feet)  COMP
 JX0374  MODELED GRAV-     980,024.5   (mgal)                       NAVD 88
 JX0374
 JX0374  VERT ORDER  -  SECOND    CLASS 0
 JX0374
 JX0374.The horizontal coordinates were scaled from a topographic map and have
 JX0374.an estimated accuracy of +/- 6 seconds.
 JX0374
 JX0374.The orthometric height was determined by differential leveling
 JX0374.and adjusted by the National Geodetic Survey in June 1991..
 JX0374
 JX0374.The geoid height was determined by GEOID03.
 JX0374
 JX0374.The dynamic height is computed by dividing the NAVD 88
 JX0374.geopotential number by the normal gravity value computed on the
 JX0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0374.degrees latitude (g = 980.6199 gals.).
 JX0374
 JX0374.The modeled gravity was interpolated from observed gravity values.
 JX0374
 JX0374;                    North         East    Units  Estimated Accuracy
 JX0374;SPC WV N     -   101,120.      497,750.      MT  (+/- 180 meters Scaled)
 JX0374
 JX0374                          SUPERSEDED SURVEY CONTROL
 JX0374
 JX0374  NGVD 29 (??/??/92)  231.772  (m)          760.41   (f) ADJ UNCH    2 0
 JX0374
 JX0374.Superseded values are not recommended for survey control.
 JX0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0374.See file dsdata.txt to determine how the superseded data were derived.
 JX0374
 JX0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND269617(NAD 83)
 JX0374_MARKER: DB = BENCH MARK DISK
 JX0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0374_STAMPING: S 134 1957
 JX0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0374+STABILITY: SURFACE MOTION
 JX0374
 JX0374  HISTORY     - Date     Condition        Report By
 JX0374  HISTORY     - 1957     MONUMENTED       CGS
 JX0374
 JX0374                          STATION DESCRIPTION
 JX0374
 JX0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0374'0.9 MI NW FROM ASHLEY.
 JX0374'ABOUT 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 23 FROM THE BRIDGE
 JX0374'OVER BROAD RUN AT ASHLEY, 25 1/2 FEET NORTHWEST OF CENTER LINE
 JX0374'OF HIGHWAY, 41 1/2 FEET EAST OF EAST CORNER OF CARSIE SWIGER
 JX0374'RESIDENCE, 51 FEET SOUTHWEST OF NORTHWEST END OF A 48-INCH
 JX0374'PIPE CULVERT UNDER HIGHWAY, 11 FEET SOUTHWEST OF CENTER LINE
 JX0374'OF A DRIVE, 4 FEET WEST-SOUTHWEST OF A POWER POLE, ABOUT 2
 JX0374'FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JX0374'ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0411 ***********************************************************************
 JX0411  DESIGNATION -  S 135
 JX0411  PID         -  JX0411
 JX0411  STATE/COUNTY-  WV/TYLER
 JX0411  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0411
 JX0411                         *CURRENT SURVEY CONTROL
 JX0411  ___________________________________________________________________
 JX0411* NAD 83(1986)-  39 24 49.     (N)    080 58 28.     (W)     SCALED    
 JX0411* NAVD 88     -       235.124  (meters)     771.40   (feet)  ADJUSTED  
 JX0411  ___________________________________________________________________
 JX0411  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JX0411  DYNAMIC HT  -         234.983 (meters)     770.94  (feet)  COMP
 JX0411  MODELED GRAV-     980,019.5   (mgal)                       NAVD 88
 JX0411
 JX0411  VERT ORDER  -  SECOND    CLASS 0
 JX0411
 JX0411.The horizontal coordinates were scaled from a topographic map and have
 JX0411.an estimated accuracy of +/- 6 seconds.
 JX0411
 JX0411.The orthometric height was determined by differential leveling
 JX0411.and adjusted by the National Geodetic Survey in June 1991..
 JX0411
 JX0411.The geoid height was determined by GEOID03.
 JX0411
 JX0411.The dynamic height is computed by dividing the NAVD 88
 JX0411.geopotential number by the normal gravity value computed on the
 JX0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0411.degrees latitude (g = 980.6199 gals.).
 JX0411
 JX0411.The modeled gravity was interpolated from observed gravity values.
 JX0411
 JX0411;                    North         East    Units  Estimated Accuracy
 JX0411;SPC WV N     -   102,470.      473,030.      MT  (+/- 180 meters Scaled)
 JX0411
 JX0411                          SUPERSEDED SURVEY CONTROL
 JX0411
 JX0411  NGVD 29 (??/??/92)  235.294  (m)          771.96   (f) ADJ UNCH    2 0
 JX0411
 JX0411.Superseded values are not recommended for survey control.
 JX0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0411.See file dsdata.txt to determine how the superseded data were derived.
 JX0411
 JX0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND022626(NAD 83)
 JX0411_MARKER: DB = BENCH MARK DISK
 JX0411_SETTING: 66 = SET IN ROCK OUTCROP
 JX0411_SP_SET: LEDGE
 JX0411_STAMPING: S 135 1957
 JX0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0411+STABILITY: POSITION/ELEVATION WELL
 JX0411
 JX0411  HISTORY     - Date     Condition        Report By
 JX0411  HISTORY     - 1957     MONUMENTED       CGS
 JX0411  HISTORY     - 1982     GOOD             NGS
 JX0411
 JX0411                          STATION DESCRIPTION
 JX0411
 JX0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0411'AT WICK.
 JX0411'AT WICK, NEAR HADLEY STORE AND THE POST OFFICE, 41 FEET NORTH OF
 JX0411'CENTER LINE OF ROAD, 116 FEET WEST OF SOUTHWEST CORNER OF HADLEY
 JX0411'STORE AND POST OFFICE, SET VERTICALLY IN FACE OF A ROCK LEDGE,
 JX0411'23 FEET WEST-NORTHWEST OF SOUTHWEST CORNER OF RESIDENCE OF BERNARD
 JX0411'TICE, 26 FEET SOUTHWEST OF NORTHWEST CORNER OF SAME HOUSE, AND
 JX0411'ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 JX0411
 JX0411                          STATION RECOVERY (1982)
 JX0411
 JX0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JX0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0520 ***********************************************************************
 JX0520  DESIGNATION -  S 136
 JX0520  PID         -  JX0520
 JX0520  STATE/COUNTY-  WV/MARSHALL
 JX0520  USGS QUAD   -  LITTLETON (1976)
 JX0520
 JX0520                         *CURRENT SURVEY CONTROL
 JX0520  ___________________________________________________________________
 JX0520* NAD 83(1986)-  39 44 12.     (N)    080 31 42.     (W)     SCALED    
 JX0520* NAVD 88     -       319.548  (meters)    1048.38   (feet)  ADJUSTED  
 JX0520  ___________________________________________________________________
 JX0520  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JX0520  DYNAMIC HT  -         319.362 (meters)    1047.77  (feet)  COMP
 JX0520  MODELED GRAV-     980,037.3   (mgal)                       NAVD 88
 JX0520
 JX0520  VERT ORDER  -  SECOND    CLASS 0
 JX0520
 JX0520.The horizontal coordinates were scaled from a topographic map and have
 JX0520.an estimated accuracy of +/- 6 seconds.
 JX0520
 JX0520.The orthometric height was determined by differential leveling
 JX0520.and adjusted by the National Geodetic Survey in June 1991..
 JX0520
 JX0520.The geoid height was determined by GEOID03.
 JX0520
 JX0520.The dynamic height is computed by dividing the NAVD 88
 JX0520.geopotential number by the normal gravity value computed on the
 JX0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0520.degrees latitude (g = 980.6199 gals.).
 JX0520
 JX0520.The modeled gravity was interpolated from observed gravity values.
 JX0520
 JX0520;                    North         East    Units  Estimated Accuracy
 JX0520;SPC WV N     -   137,800.      511,860.      MT  (+/- 180 meters Scaled)
 JX0520
 JX0520                          SUPERSEDED SURVEY CONTROL
 JX0520
 JX0520  NGVD 29 (??/??/92)  319.690  (m)         1048.85   (f) ADJ UNCH    2 0
 JX0520
 JX0520.Superseded values are not recommended for survey control.
 JX0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0520.See file dsdata.txt to determine how the superseded data were derived.
 JX0520
 JX0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND404986(NAD 83)
 JX0520_MARKER: DB = BENCH MARK DISK
 JX0520_SETTING: 66 = SET IN ROCK OUTCROP
 JX0520_SP_SET: ROCK OUTCROP
 JX0520_STAMPING: S 136 1957
 JX0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0520+STABILITY: POSITION/ELEVATION WELL
 JX0520
 JX0520  HISTORY     - Date     Condition        Report By
 JX0520  HISTORY     - 1957     MONUMENTED       CGS
 JX0520
 JX0520                          STATION DESCRIPTION
 JX0520
 JX0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0520'3 MI SE FROM BELLTON.
 JX0520'ABOUT 2.95 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0520'FROM THE BRIDGE OVER FISH CREEK AT BELLTON (DENVER STATION),
 JX0520'ABOUT 0.55 MILE NORTHWEST OF NORTH END OF BOARD TREE TUNNEL,
 JX0520'NEAR MILEAGE POLE NO. 341+14, SET VERTICALLY IN THE EAST FACE
 JX0520'OF A PROJECTION OF ROCK AT FOOT OF A MOUNTAIN, 12 FEET SOUTHWEST
 JX0520'OF SOUTHWEST RAIL, 42 FEET SOUTH AND ACROSS TRACK FROM POLE
 JX0520'NO. 341+14, ABOUT 2 FEET ABOVE GROUND AND ABOUT 1 FOOT ABOVE
 JX0520'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0393 ***********************************************************************
 JX0393  DESIGNATION -  S 137
 JX0393  PID         -  JX0393
 JX0393  STATE/COUNTY-  WV/DODDRIDGE
 JX0393  USGS QUAD   -  FOLSOM (1976)
 JX0393
 JX0393                         *CURRENT SURVEY CONTROL
 JX0393  ___________________________________________________________________
 JX0393* NAD 83(1986)-  39 23 50.     (N)    080 35 15.     (W)     SCALED    
 JX0393* NAVD 88     -       264.078  (meters)     866.40   (feet)  ADJUSTED  
 JX0393  ___________________________________________________________________
 JX0393  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JX0393  DYNAMIC HT  -         263.916 (meters)     865.86  (feet)  COMP
 JX0393  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 JX0393
 JX0393  VERT ORDER  -  SECOND    CLASS 0
 JX0393
 JX0393.The horizontal coordinates were scaled from a topographic map and have
 JX0393.an estimated accuracy of +/- 6 seconds.
 JX0393
 JX0393.The orthometric height was determined by differential leveling
 JX0393.and adjusted by the National Geodetic Survey in June 1991..
 JX0393
 JX0393.The geoid height was determined by GEOID03.
 JX0393
 JX0393.The dynamic height is computed by dividing the NAVD 88
 JX0393.geopotential number by the normal gravity value computed on the
 JX0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0393.degrees latitude (g = 980.6199 gals.).
 JX0393
 JX0393.The modeled gravity was interpolated from observed gravity values.
 JX0393
 JX0393;                    North         East    Units  Estimated Accuracy
 JX0393;SPC WV N     -   100,170.      506,330.      MT  (+/- 180 meters Scaled)
 JX0393
 JX0393                          SUPERSEDED SURVEY CONTROL
 JX0393
 JX0393  NGVD 29 (??/??/92)  264.232  (m)          866.90   (f) ADJ UNCH    2 0
 JX0393
 JX0393.Superseded values are not recommended for survey control.
 JX0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0393.See file dsdata.txt to determine how the superseded data were derived.
 JX0393
 JX0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND355609(NAD 83)
 JX0393_MARKER: DB = BENCH MARK DISK
 JX0393_SETTING: 66 = SET IN ROCK OUTCROP
 JX0393_SP_SET: CUT
 JX0393_STAMPING: S 137 1957
 JX0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0393+STABILITY: POSITION/ELEVATION WELL
 JX0393
 JX0393  HISTORY     - Date     Condition        Report By
 JX0393  HISTORY     - 1957     MONUMENTED       CGS
 JX0393
 JX0393                          STATION DESCRIPTION
 JX0393
 JX0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0393'3.2 MI E FROM CENTER POINT.
 JX0393'ABOUT 2.35 MILES EAST ALONG A ROAD FOLLOWING PIKE FORK FROM
 JX0393'THE JUNCTION OF STATE HIGHWAY 23 AT CENTER POINT, THENCE ABOUT
 JX0393'0.85 MILE NORTHEAST ALONG A ROAD FOLLOWING SYCAMORE FORK, 0.2
 JX0393'MILE NORTHEAST OF CROSSING OF SYCAMORE FORK, SET VERTICALLY
 JX0393'IN THE SOUTH FACE OF A 2 1/2 BY 5 FOOT SOLID ROCK IN A ROCK
 JX0393'CUT, 11 1/2 FEET NORTHWEST OF CENTER LINE OF ROAD, 31 1/2 FEET
 JX0393'WEST OF CENTER OF JUNCTION OF A TRAIL LEADING EAST AND DOWN
 JX0393'HILL, 3 FEET ABOVE LEVEL OF ROAD AND ABOUT MIDWAY UP A GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0239 ***********************************************************************
 JX0239  DESIGNATION -  S 138
 JX0239  PID         -  JX0239
 JX0239  STATE/COUNTY-  WV/WETZEL
 JX0239  USGS QUAD   -  FOLSOM (1976)
 JX0239
 JX0239                         *CURRENT SURVEY CONTROL
 JX0239  ___________________________________________________________________
 JX0239* NAD 83(1986)-  39 29 16.     (N)    080 32 46.     (W)     SCALED    
 JX0239* NAVD 88     -       264.387  (meters)     867.41   (feet)  ADJUSTED  
 JX0239  ___________________________________________________________________
 JX0239  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JX0239  DYNAMIC HT  -         264.229 (meters)     866.89  (feet)  COMP
 JX0239  MODELED GRAV-     980,022.6   (mgal)                       NAVD 88
 JX0239
 JX0239  VERT ORDER  -  SECOND    CLASS 0
 JX0239
 JX0239.The horizontal coordinates were scaled from a topographic map and have
 JX0239.an estimated accuracy of +/- 6 seconds.
 JX0239
 JX0239.The orthometric height was determined by differential leveling
 JX0239.and adjusted by the National Geodetic Survey in June 1991..
 JX0239
 JX0239.The geoid height was determined by GEOID03.
 JX0239
 JX0239.The dynamic height is computed by dividing the NAVD 88
 JX0239.geopotential number by the normal gravity value computed on the
 JX0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0239.degrees latitude (g = 980.6199 gals.).
 JX0239
 JX0239.The modeled gravity was interpolated from observed gravity values.
 JX0239
 JX0239;                    North         East    Units  Estimated Accuracy
 JX0239;SPC WV N     -   110,180.      510,010.      MT  (+/- 180 meters Scaled)
 JX0239
 JX0239                          SUPERSEDED SURVEY CONTROL
 JX0239
 JX0239  NGVD 29 (??/??/92)  264.546  (m)          867.93   (f) ADJ UNCH    2 0
 JX0239
 JX0239.Superseded values are not recommended for survey control.
 JX0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0239.See file dsdata.txt to determine how the superseded data were derived.
 JX0239
 JX0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND390710(NAD 83)
 JX0239_MARKER: DB = BENCH MARK DISK
 JX0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0239_SP_SET: BRIDGE
 JX0239_STAMPING: S 138 1957
 JX0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0239
 JX0239  HISTORY     - Date     Condition        Report By
 JX0239  HISTORY     - 1957     MONUMENTED       CGS
 JX0239
 JX0239                          STATION DESCRIPTION
 JX0239
 JX0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0239'1.1 MI SE FROM SMITHFIELD.
 JX0239'ABOUT 1.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0239'FROM THE STATION AT SMITHFIELD, NEAR MILEAGE POLE NO. 30-24, IN
 JX0239'THE TOP OF THE EAST END OF THE SOUTH ABUTMENT (BRIDGE SEAT) OF
 JX0239'RAILROAD BRIDGE NO. 307, 17 FEET EAST OF EAST RAIL AND ABOUT
 JX0239'6 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0636 ***********************************************************************
 JX0636  DESIGNATION -  S 139
 JX0636  PID         -  JX0636
 JX0636  STATE/COUNTY-  WV/TYLER
 JX0636  USGS QUAD   -  PORTERS FALLS (1976)
 JX0636
 JX0636                         *CURRENT SURVEY CONTROL
 JX0636  ___________________________________________________________________
 JX0636* NAD 83(1986)-  39 31 19.     (N)    080 48 14.     (W)     SCALED    
 JX0636* NAVD 88     -       240.929  (meters)     790.45   (feet)  ADJUSTED  
 JX0636  ___________________________________________________________________
 JX0636  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JX0636  DYNAMIC HT  -         240.788 (meters)     789.99  (feet)  COMP
 JX0636  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 JX0636
 JX0636  VERT ORDER  -  SECOND    CLASS 0
 JX0636
 JX0636.The horizontal coordinates were scaled from a topographic map and have
 JX0636.an estimated accuracy of +/- 6 seconds.
 JX0636
 JX0636.The orthometric height was determined by differential leveling
 JX0636.and adjusted by the National Geodetic Survey in June 1991..
 JX0636
 JX0636.The geoid height was determined by GEOID03.
 JX0636
 JX0636.The dynamic height is computed by dividing the NAVD 88
 JX0636.geopotential number by the normal gravity value computed on the
 JX0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0636.degrees latitude (g = 980.6199 gals.).
 JX0636
 JX0636.The modeled gravity was interpolated from observed gravity values.
 JX0636
 JX0636;                    North         East    Units  Estimated Accuracy
 JX0636;SPC WV N     -   114,270.      487,890.      MT  (+/- 180 meters Scaled)
 JX0636
 JX0636                          SUPERSEDED SURVEY CONTROL
 JX0636
 JX0636  NGVD 29 (??/??/92)  241.091  (m)          790.98   (f) ADJ UNCH    2 0
 JX0636
 JX0636.Superseded values are not recommended for survey control.
 JX0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0636.See file dsdata.txt to determine how the superseded data were derived.
 JX0636
 JX0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND168747(NAD 83)
 JX0636_MARKER: DB = BENCH MARK DISK
 JX0636_SETTING: 66 = SET IN ROCK OUTCROP
 JX0636_SP_SET: ROCK CUT
 JX0636_STAMPING: S 139 1957
 JX0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0636+STABILITY: POSITION/ELEVATION WELL
 JX0636
 JX0636  HISTORY     - Date     Condition        Report By
 JX0636  HISTORY     - 1957     MONUMENTED       CGS
 JX0636
 JX0636                          STATION DESCRIPTION
 JX0636
 JX0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0636'1 MI W FROM IUKA.
 JX0636'ABOUT 1.05 MILES WEST ALONG ELK CREEK ROAD FROM UNITED BRETHREN
 JX0636'CHURCH AT IUKA, ABOUT 0.95 MILE EAST OF A 30-FOOT CONCRETE
 JX0636'BRIDGE AT LONETREE, ON THE INSIDE AND AT THE NORTH END OF A CURVE
 JX0636'WITH TANGENTS EXTENDING NORTH AND EAST, SET VERTICALLY IN THE
 JX0636'WEST FACE OF A ROCK IN A CUT, 19 FEET EAST OF CENTER LINE OF
 JX0636'ROAD, 36 FEET SOUTH OF CENTER LINE OF A PRIVATE ROAD EAST, 1 1/2
 JX0636'FEET ABOVE BOTTOM OF DITCH AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0409 ***********************************************************************
 JX0409  DESIGNATION -  S 140
 JX0409  PID         -  JX0409
 JX0409  STATE/COUNTY-  WV/DODDRIDGE
 JX0409  USGS QUAD   -  CENTER POINT (1976)
 JX0409
 JX0409                         *CURRENT SURVEY CONTROL
 JX0409  ___________________________________________________________________
 JX0409* NAD 83(1986)-  39 24 32.     (N)    080 40 02.     (W)     SCALED    
 JX0409* NAVD 88     -       240.118  (meters)     787.79   (feet)  ADJUSTED  
 JX0409  ___________________________________________________________________
 JX0409  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JX0409  DYNAMIC HT  -         239.974 (meters)     787.31  (feet)  COMP
 JX0409  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 JX0409
 JX0409  VERT ORDER  -  SECOND    CLASS 0
 JX0409
 JX0409.The horizontal coordinates were scaled from a topographic map and have
 JX0409.an estimated accuracy of +/- 6 seconds.
 JX0409
 JX0409.The orthometric height was determined by differential leveling
 JX0409.and adjusted by the National Geodetic Survey in June 1991..
 JX0409
 JX0409.The geoid height was determined by GEOID03.
 JX0409
 JX0409.The dynamic height is computed by dividing the NAVD 88
 JX0409.geopotential number by the normal gravity value computed on the
 JX0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0409.degrees latitude (g = 980.6199 gals.).
 JX0409
 JX0409.The modeled gravity was interpolated from observed gravity values.
 JX0409
 JX0409;                    North         East    Units  Estimated Accuracy
 JX0409;SPC WV N     -   101,560.      499,480.      MT  (+/- 180 meters Scaled)
 JX0409
 JX0409                          SUPERSEDED SURVEY CONTROL
 JX0409
 JX0409  NGVD 29 (??/??/92)  240.277  (m)          788.31   (f) ADJ UNCH    2 0
 JX0409
 JX0409.Superseded values are not recommended for survey control.
 JX0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0409.See file dsdata.txt to determine how the superseded data were derived.
 JX0409
 JX0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND286622(NAD 83)
 JX0409_MARKER: DB = BENCH MARK DISK
 JX0409_SETTING: 66 = SET IN ROCK OUTCROP
 JX0409_SP_SET: CUT
 JX0409_STAMPING: S 140 1957
 JX0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0409+STABILITY: POSITION/ELEVATION WELL
 JX0409
 JX0409  HISTORY     - Date     Condition        Report By
 JX0409  HISTORY     - 1957     MONUMENTED       CGS
 JX0409
 JX0409                          STATION DESCRIPTION
 JX0409
 JX0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0409'0.5 MI NE FROM ASHLEY.
 JX0409'ABOUT 0.5 MILE NORTHEAST ALONG A GRAVEL AND DIRT ROAD FOLLOWING
 JX0409'BROAD RUN FROM THE JUNCTION OF STATE HIGHWAY 23 AT ASHLEY,
 JX0409'ABOUT 0.1 MILE NORTHEAST OF JUNCTION OF A ROAD NORTH,
 JX0409'ABOUT 35 YARDS NORTHWEST AND ACROSS ROAD FROM AN OIL
 JX0409'WELL, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, 23 FEET
 JX0409'NORTH OF CENTER LINE OF ROAD, 42 FEET WEST OF EAST END OF ROCK
 JX0409'PART OF CUT, 3 FEET ABOVE GROUND AND ABOUT 3 1/2 FEET ABOVE
 JX0409'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0295 ***********************************************************************
 JX0295  DESIGNATION -  S 141
 JX0295  PID         -  JX0295
 JX0295  STATE/COUNTY-  WV/RITCHIE
 JX0295  USGS QUAD   -  PENNSBORO (1987)
 JX0295
 JX0295                         *CURRENT SURVEY CONTROL
 JX0295  ___________________________________________________________________
 JX0295* NAD 83(1986)-  39 19 58.     (N)    080 55 28.     (W)     SCALED    
 JX0295* NAVD 88     -       254.513  (meters)     835.01   (feet)  ADJUSTED  
 JX0295  ___________________________________________________________________
 JX0295  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JX0295  DYNAMIC HT  -         254.354 (meters)     834.49  (feet)  COMP
 JX0295  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 JX0295
 JX0295  VERT ORDER  -  SECOND    CLASS 0
 JX0295
 JX0295.The horizontal coordinates were scaled from a topographic map and have
 JX0295.an estimated accuracy of +/- 6 seconds.
 JX0295
 JX0295.The orthometric height was determined by differential leveling
 JX0295.and adjusted by the National Geodetic Survey in June 1991..
 JX0295
 JX0295.The geoid height was determined by GEOID03.
 JX0295
 JX0295.The dynamic height is computed by dividing the NAVD 88
 JX0295.geopotential number by the normal gravity value computed on the
 JX0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0295.degrees latitude (g = 980.6199 gals.).
 JX0295
 JX0295.The modeled gravity was interpolated from observed gravity values.
 JX0295
 JX0295;                    North         East    Units  Estimated Accuracy
 JX0295;SPC WV N     -    93,430.      477,200.      MT  (+/- 180 meters Scaled)
 JX0295
 JX0295                          SUPERSEDED SURVEY CONTROL
 JX0295
 JX0295  NGVD 29 (??/??/92)  254.685  (m)          835.58   (f) ADJ UNCH    2 0
 JX0295
 JX0295.Superseded values are not recommended for survey control.
 JX0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0295.See file dsdata.txt to determine how the superseded data were derived.
 JX0295
 JX0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND065537(NAD 83)
 JX0295_MARKER: DB = BENCH MARK DISK
 JX0295_SETTING: 66 = SET IN ROCK OUTCROP
 JX0295_SP_SET: LEDGE
 JX0295_STAMPING: S 141 1957
 JX0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0295+STABILITY: POSITION/ELEVATION WELL
 JX0295
 JX0295  HISTORY     - Date     Condition        Report By
 JX0295  HISTORY     - 1957     MONUMENTED       CGS
 JX0295
 JX0295                          STATION DESCRIPTION
 JX0295
 JX0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0295'2 MI SW FROM MOUNTAIN.
 JX0295'ABOUT 1.95 MILES SOUTHWEST ALONG STATE HIGHWAY 74 FROM THE
 JX0295'UNION CHAPEL AT MOUNTAIN, ABOUT 0.1 MILE NORTHEAST OF C.D. NUTTER
 JX0295'RESIDENCE, IN THE TOP OF AN OUTCROPPING ROCK LEDGE, 54 FEET
 JX0295'NORTHWEST OF CENTER LINE OF HIGHWAY, 44 FEET NORTH-NORTHWEST OF
 JX0295'NORTH CORNER OF AN 8-FOOT CONCRETE BOX CULVERT, 4 FEET SOUTH
 JX0295'AND 2 1/2 FEET BELOW A 12-INCH TRIANGLE CHISELED IN FACE OF LEDGE
 JX0295'AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0355 ***********************************************************************
 JX0355  DESIGNATION -  S 142
 JX0355  PID         -  JX0355
 JX0355  STATE/COUNTY-  WV/DODDRIDGE
 JX0355  USGS QUAD   -  WEST UNION (1987)
 JX0355
 JX0355                         *CURRENT SURVEY CONTROL
 JX0355  ___________________________________________________________________
 JX0355* NAD 83(1986)-  39 18 10.     (N)    080 46 52.     (W)     SCALED    
 JX0355* NAVD 88     -       235.064  (meters)     771.21   (feet)  ADJUSTED  
 JX0355  ___________________________________________________________________
 JX0355  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JX0355  DYNAMIC HT  -         234.919 (meters)     770.73  (feet)  COMP
 JX0355  MODELED GRAV-     980,006.5   (mgal)                       NAVD 88
 JX0355
 JX0355  VERT ORDER  -  SECOND    CLASS 0
 JX0355
 JX0355.The horizontal coordinates were scaled from a topographic map and have
 JX0355.an estimated accuracy of +/- 6 seconds.
 JX0355
 JX0355.The orthometric height was determined by differential leveling
 JX0355.and adjusted by the National Geodetic Survey in June 1991..
 JX0355
 JX0355.The geoid height was determined by GEOID03.
 JX0355
 JX0355.The dynamic height is computed by dividing the NAVD 88
 JX0355.geopotential number by the normal gravity value computed on the
 JX0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0355.degrees latitude (g = 980.6199 gals.).
 JX0355
 JX0355.The modeled gravity was interpolated from observed gravity values.
 JX0355
 JX0355;                    North         East    Units  Estimated Accuracy
 JX0355;SPC WV N     -    89,910.      489,510.      MT  (+/- 180 meters Scaled)
 JX0355
 JX0355                          SUPERSEDED SURVEY CONTROL
 JX0355
 JX0355  NGVD 29 (??/??/92)  235.226  (m)          771.74   (f) ADJ UNCH    2 0
 JX0355
 JX0355.Superseded values are not recommended for survey control.
 JX0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0355.See file dsdata.txt to determine how the superseded data were derived.
 JX0355
 JX0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND188504(NAD 83)
 JX0355_MARKER: DB = BENCH MARK DISK
 JX0355_SETTING: 66 = SET IN ROCK OUTCROP
 JX0355_SP_SET: CUT
 JX0355_STAMPING: S 142 1957
 JX0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0355+STABILITY: POSITION/ELEVATION WELL
 JX0355
 JX0355  HISTORY     - Date     Condition        Report By
 JX0355  HISTORY     - 1957     MONUMENTED       CGS
 JX0355
 JX0355                          STATION DESCRIPTION
 JX0355
 JX0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0355'0.8 MI NW FROM WEST UNION.
 JX0355'ABOUT 0.85 MILE NORTHWEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION
 JX0355'OF U.S. HIGHWAY 50 AT WEST UNION, SET VERTICALLY IN FACE OF A
 JX0355'PROMINENT ROCK CUT, 36 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 JX0355'38 FEET SOUTHWEST OF NORTHEAST END OF CUT, 24 FEET NORTHWEST OF
 JX0355'NORTHWEST END OF A 1 1/2-FOOT STONE CULVERT UNDER HIGHWAY, 5 FEET
 JX0355'SOUTHWEST AND 3 1/2 FEET BELOW A 12-INCH TRIANGLE CHISELED IN
 JX0355'FACE OF LEDGE AND ABOUT 4 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0236 ***********************************************************************
 GY0236  DESIGNATION -  S 143
 GY0236  PID         -  GY0236
 GY0236  STATE/COUNTY-  WV/LOGAN
 GY0236  USGS QUAD   -  HOLDEN (1989)
 GY0236
 GY0236                         *CURRENT SURVEY CONTROL
 GY0236  ___________________________________________________________________
 GY0236* NAD 83(1986)-  37 47 39.     (N)    082 06 04.     (W)     SCALED    
 GY0236* NAVD 88     -       424.000  (meters)    1391.07   (feet)  ADJUSTED  
 GY0236  ___________________________________________________________________
 GY0236  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GY0236  DYNAMIC HT  -         423.691 (meters)    1390.06  (feet)  COMP
 GY0236  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 GY0236
 GY0236  VERT ORDER  -  SECOND    CLASS 0
 GY0236
 GY0236.The horizontal coordinates were scaled from a topographic map and have
 GY0236.an estimated accuracy of +/- 6 seconds.
 GY0236
 GY0236.The orthometric height was determined by differential leveling
 GY0236.and adjusted by the National Geodetic Survey in June 1991..
 GY0236
 GY0236.The geoid height was determined by GEOID03.
 GY0236
 GY0236.The dynamic height is computed by dividing the NAVD 88
 GY0236.geopotential number by the normal gravity value computed on the
 GY0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0236.degrees latitude (g = 980.6199 gals.).
 GY0236
 GY0236.The modeled gravity was interpolated from observed gravity values.
 GY0236
 GY0236;                    North         East    Units  Estimated Accuracy
 GY0236;SPC WV S     -    88,720.      503,020.      MT  (+/- 180 meters Scaled)
 GY0236
 GY0236                          SUPERSEDED SURVEY CONTROL
 GY0236
 GY0236  NGVD 29 (??/??/92)  424.217  (m)         1391.79   (f) ADJ UNCH    2 0
 GY0236
 GY0236.Superseded values are not recommended for survey control.
 GY0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0236.See file dsdata.txt to determine how the superseded data were derived.
 GY0236
 GY0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB030835(NAD 83)
 GY0236_MARKER: DB = BENCH MARK DISK
 GY0236_SETTING: 66 = SET IN ROCK OUTCROP
 GY0236_SP_SET: ROCK OUTCROP
 GY0236_STAMPING: S 143 1957
 GY0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0236+STABILITY: POSITION/ELEVATION WELL
 GY0236
 GY0236  HISTORY     - Date     Condition        Report By
 GY0236  HISTORY     - 1957     MONUMENTED       CGS
 GY0236
 GY0236                          STATION DESCRIPTION
 GY0236
 GY0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0236'3.7 MI SW FROM HOLDEN.
 GY0236'ABOUT 3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 65 FROM THE CENTRAL
 GY0236'SCHOOL AT HOLDEN, ABOUT 60 YARDS EAST OF JUNCTION OF HIGHWAY AND
 GY0236'A PAVED ROAD SOUTH TO MINE 22, NEAR THE TOP OF A MOUNTAIN AND
 GY0236'NEAR THE LOGAN-MINGO COUNTY LINE, SET VERTICALLY IN FACE OF A
 GY0236'FLAT ROCK OUTCROP, ABOUT 107 FEET EAST-NORTHEAST OF CENTER LINE
 GY0236'OF HIGHWAY, 94 FEET NORTHEAST OF NORTHEAST END OF A GUARD RAIL,
 GY0236'20 FEET NORTHWEST OF CENTER LINE OF A DIM ROAD NORTHEAST, 2 1/2
 GY0236'FEET ABOVE GROUND AND ABOUT 7 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3136 ***********************************************************************
 GY3136  DESIGNATION -  S 143 RESET 1969
 GY3136  PID         -  GY3136
 GY3136  STATE/COUNTY-  WV/LOGAN
 GY3136  USGS QUAD   -  HOLDEN (1989)
 GY3136
 GY3136                         *CURRENT SURVEY CONTROL
 GY3136  ___________________________________________________________________
 GY3136* NAD 83(1986)-  37 47 39.     (N)    082 06 04.     (W)     SCALED    
 GY3136* NAVD 88     -       384.46   (meters)    1261.3    (feet)  RESET     
 GY3136  ___________________________________________________________________
 GY3136  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GY3136
 GY3136  VERT ORDER  -  THIRD
 GY3136
 GY3136.The horizontal coordinates were scaled from a topographic map and have
 GY3136.an estimated accuracy of +/- 6 seconds.
 GY3136
 GY3136.The orthometric height was computed from unverified reset data.
 GY3136.No vertical observational check was made to the station.
 GY3136
 GY3136.The geoid height was determined by GEOID03.
 GY3136
 GY3136;                    North         East    Units  Estimated Accuracy
 GY3136;SPC WV S     -    88,720.      503,020.      MT  (+/- 180 meters Scaled)
 GY3136
 GY3136                          SUPERSEDED SURVEY CONTROL
 GY3136
 GY3136  NGVD 29 (09/25/03)  384.68   (m)         1262.1    (f) RESET       3  
 GY3136
 GY3136.Superseded values are not recommended for survey control.
 GY3136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3136.See file dsdata.txt to determine how the superseded data were derived.
 GY3136
 GY3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB030835(NAD 83)
 GY3136_MARKER: DB = BENCH MARK DISK
 GY3136_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GY3136_SP_SET: MEDIAN
 GY3136_STAMPING: S 143 RESET 1969
 GY3136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY3136
 GY3136  HISTORY     - Date     Condition        Report By
 GY3136  HISTORY     - 1969     MONUMENTED       WVHD
 GY3136
 GY3136                          STATION DESCRIPTION
 GY3136
 GY3136'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1969
 GY3136'3.7 MI SW FROM HOLDEN.
 GY3136'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 65 FROM THE CENTRAL SCHOOL
 GY3136'IN HOLDEN, ON A SLOPE AT CONCRETE MEDIAN DIRECTLY BETWEEN TWO METAL
 GY3136'GUARDRAILS, 17 FEET NORTH OF APPROXIMATE CENTERLINE OF EASTBOUND
 GY3136'LANES 119, 17 FEET SOUTH OF APPROXIMATE CENTERLINE WESTBOUND LANES
 GY3136'119, 99 FEET EAST OF MINGO-LOGAN COUNTY LINE,  AND 25 FEET NORTH-NORTH
 GY3136'OF NORTHEAST CORNER CONCRETE DRAIN IN DEEP ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0250 ***********************************************************************
 GY0250  DESIGNATION -  S 144
 GY0250  PID         -  GY0250
 GY0250  STATE/COUNTY-  WV/MINGO
 GY0250  USGS QUAD   -  NAUGATUCK (1975)
 GY0250
 GY0250                         *CURRENT SURVEY CONTROL
 GY0250  ___________________________________________________________________
 GY0250* NAD 83(1986)-  37 47 57.     (N)    082 18 09.     (W)     SCALED    
 GY0250* NAVD 88     -       205.629  (meters)     674.63   (feet)  ADJUSTED  
 GY0250  ___________________________________________________________________
 GY0250  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GY0250  DYNAMIC HT  -         205.479 (meters)     674.14  (feet)  COMP
 GY0250  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 GY0250
 GY0250  VERT ORDER  -  SECOND    CLASS 0
 GY0250
 GY0250.The horizontal coordinates were scaled from a topographic map and have
 GY0250.an estimated accuracy of +/- 6 seconds.
 GY0250
 GY0250.The orthometric height was determined by differential leveling
 GY0250.and adjusted by the National Geodetic Survey in June 1991..
 GY0250
 GY0250.The geoid height was determined by GEOID03.
 GY0250
 GY0250.The dynamic height is computed by dividing the NAVD 88
 GY0250.geopotential number by the normal gravity value computed on the
 GY0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0250.degrees latitude (g = 980.6199 gals.).
 GY0250
 GY0250.The modeled gravity was interpolated from observed gravity values.
 GY0250
 GY0250;                    North         East    Units  Estimated Accuracy
 GY0250;SPC WV S     -    89,500.      485,300.      MT  (+/- 180 meters Scaled)
 GY0250
 GY0250                          SUPERSEDED SURVEY CONTROL
 GY0250
 GY0250  NGVD 29 (??/??/92)  205.850  (m)          675.36   (f) ADJ UNCH    2 0
 GY0250
 GY0250.Superseded values are not recommended for survey control.
 GY0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0250.See file dsdata.txt to determine how the superseded data were derived.
 GY0250
 GY0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB853843(NAD 83)
 GY0250_MARKER: DB = BENCH MARK DISK
 GY0250_SETTING: 66 = SET IN ROCK OUTCROP
 GY0250_SP_SET: ROCK CUT
 GY0250_STAMPING: S 144 1957
 GY0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0250+STABILITY: POSITION/ELEVATION WELL
 GY0250
 GY0250  HISTORY     - Date     Condition        Report By
 GY0250  HISTORY     - 1957     MONUMENTED       CGS
 GY0250
 GY0250                          STATION DESCRIPTION
 GY0250
 GY0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0250'0.9 MI W FROM LENORE.
 GY0250'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 65 FROM THE SCHOOL AT
 GY0250'LENORE, ABOUT 1.1 MILES EAST OF BAISDENTOWN CHURCH OF GOD, SET IN
 GY0250'THE TOP OF A SMALL LEDGE ON A LOW ROCK CUT, 20 FEET SOUTHWEST
 GY0250'OF CENTER LINE OF HIGHWAY, 78 FEET NORTHWEST OF SOUTHEAST END OF
 GY0250'ABOVE CUT, 3 3/4 FEET EAST-SOUTHEAST AND ABOUT 1 3/4 FEET BELOW A
 GY0250'12-INCH TRIANGLE CHISELED IN FACE OF LEDGE AND ABOUT 5 FEET
 GY0250'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0302 ***********************************************************************
 GY0302  DESIGNATION -  S 145 RESET 1970
 GY0302  PID         -  GY0302
 GY0302  STATE/COUNTY-  WV/MINGO
 GY0302  USGS QUAD   -  DELBARTON (1976)
 GY0302
 GY0302                         *CURRENT SURVEY CONTROL
 GY0302  ___________________________________________________________________
 GY0302* NAD 83(1986)-  37 37 59.     (N)    082 08 53.     (W)     SCALED    
 GY0302* NAVD 88     -       224.43   (meters)     736.3    (feet)  RESET     
 GY0302  ___________________________________________________________________
 GY0302  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GY0302
 GY0302  VERT ORDER  -  THIRD
 GY0302
 GY0302.The horizontal coordinates were scaled from a topographic map and have
 GY0302.an estimated accuracy of +/- 6 seconds.
 GY0302
 GY0302.The orthometric height was computed from unverified reset data.
 GY0302.No vertical observational check was made to the station.
 GY0302
 GY0302.The geoid height was determined by GEOID03.
 GY0302
 GY0302;                    North         East    Units  Estimated Accuracy
 GY0302;SPC WV S     -    70,890.      498,670.      MT  (+/- 180 meters Scaled)
 GY0302
 GY0302                          SUPERSEDED SURVEY CONTROL
 GY0302
 GY0302  NGVD 29 (??/??/??)  224.66   (m)          737.1    (f) RESET       3  
 GY0302
 GY0302.Superseded values are not recommended for survey control.
 GY0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0302.See file dsdata.txt to determine how the superseded data were derived.
 GY0302
 GY0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB987657(NAD 83)
 GY0302_MARKER: DB = BENCH MARK DISK
 GY0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0302_SP_SET: BRIDGE
 GY0302_STAMPING: S 145 1957
 GY0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0302
 GY0302  HISTORY     - Date     Condition        Report By
 GY0302  HISTORY     - 1970     MONUMENTED       WVHD
 GY0302  HISTORY     - 20060309 MARK NOT FOUND   JCLS
 GY0302
 GY0302                          STATION DESCRIPTION
 GY0302
 GY0302'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1970
 GY0302'1.2 MI NE FROM MATEWAN.
 GY0302'1.25 MILES NORTHEAST ALONG A BLACKTOP ROAD FROM THE SCHOOL AT
 GY0302'MATEWAN, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 GY0302'CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER MATE CREEK, 15.3 FEET
 GY0302'SOUTHEAST OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH THE
 GY0302'ROAD.  NOTE-- THIS MARK WAS SET AT THE SAME ELEVATION AS THE
 GY0302'ORIGINAL MARK.  THE OLD DISK WAS USED.  IT IS NOT KNOWN IF
 GY0302'STAMPING HAS BEEN CHANGED.
 GY0302
 GY0302                          STATION RECOVERY (2006)
 GY0302
 GY0302'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 GY0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0657 ***********************************************************************
 HY0657  DESIGNATION -  S 146
 HY0657  PID         -  HY0657
 HY0657  STATE/COUNTY-  WV/WAYNE
 HY0657  USGS QUAD   -  WAYNE (1987)
 HY0657
 HY0657                         *CURRENT SURVEY CONTROL
 HY0657  ___________________________________________________________________
 HY0657* NAD 83(1986)-  38 12 57.     (N)    082 27 04.     (W)     SCALED    
 HY0657* NAVD 88     -       185.529  (meters)     608.69   (feet)  ADJUSTED  
 HY0657  ___________________________________________________________________
 HY0657  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY0657  DYNAMIC HT  -         185.399 (meters)     608.26  (feet)  COMP
 HY0657  MODELED GRAV-     979,927.2   (mgal)                       NAVD 88
 HY0657
 HY0657  VERT ORDER  -  SECOND    CLASS 0
 HY0657
 HY0657.The horizontal coordinates were scaled from a topographic map and have
 HY0657.an estimated accuracy of +/- 6 seconds.
 HY0657
 HY0657.The orthometric height was determined by differential leveling
 HY0657.and adjusted by the National Geodetic Survey in June 1991..
 HY0657
 HY0657.The geoid height was determined by GEOID03.
 HY0657
 HY0657.The dynamic height is computed by dividing the NAVD 88
 HY0657.geopotential number by the normal gravity value computed on the
 HY0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0657.degrees latitude (g = 980.6199 gals.).
 HY0657
 HY0657.The modeled gravity was interpolated from observed gravity values.
 HY0657
 HY0657;                    North         East    Units  Estimated Accuracy
 HY0657;SPC WV S     -   135,940.      472,930.      MT  (+/- 180 meters Scaled)
 HY0657
 HY0657                          SUPERSEDED SURVEY CONTROL
 HY0657
 HY0657  NGVD 29 (??/??/92)  185.743  (m)          609.39   (f) ADJ UNCH    2 0
 HY0657
 HY0657.Superseded values are not recommended for survey control.
 HY0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0657.See file dsdata.txt to determine how the superseded data were derived.
 HY0657
 HY0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC729307(NAD 83)
 HY0657_MARKER: DB = BENCH MARK DISK
 HY0657_SETTING: 66 = SET IN ROCK OUTCROP
 HY0657_SP_SET: ROCK CUT
 HY0657_STAMPING: S 146 1957
 HY0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0657+STABILITY: POSITION/ELEVATION WELL
 HY0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0657+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2002
 HY0657
 HY0657  HISTORY     - Date     Condition        Report By
 HY0657  HISTORY     - 1957     MONUMENTED       CGS
 HY0657  HISTORY     - 20020515 GOOD             INDIV
 HY0657
 HY0657                          STATION DESCRIPTION
 HY0657
 HY0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0657'1.2 MI S FROM WAYNE.
 HY0657'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE COURT HOUSE
 HY0657'AT WAYNE, AT THE JUNCTION OF STATE HIGHWAY 37 LEADING EAST TO
 HY0657'EAST LYNN, AT THE WAYNE CITY LIMITS, SET VERTICALLY IN THE EAST
 HY0657'FACE OF A LONG ROCK WEST OF HIGHWAY, 19 FEET WEST OF CENTER LINE
 HY0657'OF HIGHWAY 52, 141 FEET NORTH OF CENTER OF JUNCTION OF HIGHWAYS,
 HY0657'154 FEET SOUTHWEST AND ACROSS HIGHWAY FROM THE CITY LIMIT SIGN,
 HY0657'AND 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 HY0657
 HY0657                          STATION RECOVERY (2002)
 HY0657
 HY0657'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAH)
 HY0657'RECOVERED AS DESCRIBED COORDINATES ON GPSR NAD83 ARE AS FOLLOWS N 38
 HY0657'DEGREES TWELVE MINUTES 56.6 SECONDS AND WEST 082 DEGREES 27 MINUTES
 HY0657'03.7 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0682 ***********************************************************************
 HY0682  DESIGNATION -  S 147
 HY0682  PID         -  HY0682
 HY0682  STATE/COUNTY-  WV/WAYNE
 HY0682  USGS QUAD   -  KIAHSVILLE (1975)
 HY0682
 HY0682                         *CURRENT SURVEY CONTROL
 HY0682  ___________________________________________________________________
 HY0682* NAD 83(1986)-  38 05 18.     (N)    082 15 58.     (W)     SCALED    
 HY0682* NAVD 88     -       240.934  (meters)     790.46   (feet)  ADJUSTED  
 HY0682  ___________________________________________________________________
 HY0682  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY0682  DYNAMIC HT  -         240.760 (meters)     789.89  (feet)  COMP
 HY0682  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 HY0682
 HY0682  VERT ORDER  -  SECOND    CLASS 0
 HY0682
 HY0682.The horizontal coordinates were scaled from a topographic map and have
 HY0682.an estimated accuracy of +/- 6 seconds.
 HY0682
 HY0682.The orthometric height was determined by differential leveling
 HY0682.and adjusted by the National Geodetic Survey in June 1991..
 HY0682
 HY0682.The geoid height was determined by GEOID03.
 HY0682
 HY0682.The dynamic height is computed by dividing the NAVD 88
 HY0682.geopotential number by the normal gravity value computed on the
 HY0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0682.degrees latitude (g = 980.6199 gals.).
 HY0682
 HY0682.The modeled gravity was interpolated from observed gravity values.
 HY0682
 HY0682;                    North         East    Units  Estimated Accuracy
 HY0682;SPC WV S     -   121,550.      488,940.      MT  (+/- 180 meters Scaled)
 HY0682
 HY0682                          SUPERSEDED SURVEY CONTROL
 HY0682
 HY0682  NGVD 29 (??/??/92)  241.143  (m)          791.15   (f) ADJ UNCH    2 0
 HY0682
 HY0682.Superseded values are not recommended for survey control.
 HY0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0682.See file dsdata.txt to determine how the superseded data were derived.
 HY0682
 HY0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC889163(NAD 83)
 HY0682_MARKER: DB = BENCH MARK DISK
 HY0682_SETTING: 66 = SET IN ROCK OUTCROP
 HY0682_SP_SET: ROCK CUT
 HY0682_STAMPING: S 147 1957
 HY0682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0682+STABILITY: POSITION/ELEVATION WELL
 HY0682
 HY0682  HISTORY     - Date     Condition        Report By
 HY0682  HISTORY     - 1957     MONUMENTED       CGS
 HY0682
 HY0682                          STATION DESCRIPTION
 HY0682
 HY0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0682'0.8 MI W FROM COVE GAP.
 HY0682'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0682'SCHOOL AND ROAD JUNCTION AT COVE GAP, 0.55 MILE EAST OF CENTRAL
 HY0682'UNITED HOLY CHURCH OF GOD, AT THE JUNCTION OF A NARROW ROAD
 HY0682'NORTHEAST, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, 18
 HY0682'FEET NORTH OF CENTER LINE OF HIGHWAY, 97 FEET WEST OF CENTER OF
 HY0682'JUNCTION OF ROADS, ABOUT 15 FEET WEST OF EAST END OF CUT AND 3
 HY0682'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0357 ***********************************************************************
 GY0357  DESIGNATION -  S 148
 GY0357  PID         -  GY0357
 GY0357  STATE/COUNTY-  WV/WAYNE
 GY0357  USGS QUAD   -  WEBB (1989)
 GY0357
 GY0357                         *CURRENT SURVEY CONTROL
 GY0357  ___________________________________________________________________
 GY0357* NAD 83(1986)-  37 56 43.     (N)    082 24 15.     (W)     SCALED    
 GY0357* NAVD 88     -       312.187  (meters)    1024.23   (feet)  ADJUSTED  
 GY0357  ___________________________________________________________________
 GY0357  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 GY0357  DYNAMIC HT  -         311.960 (meters)    1023.49  (feet)  COMP
 GY0357  MODELED GRAV-     979,894.5   (mgal)                       NAVD 88
 GY0357
 GY0357  VERT ORDER  -  SECOND    CLASS 0
 GY0357
 GY0357.The horizontal coordinates were scaled from a topographic map and have
 GY0357.an estimated accuracy of +/- 6 seconds.
 GY0357
 GY0357.The orthometric height was determined by differential leveling
 GY0357.and adjusted by the National Geodetic Survey in June 1991..
 GY0357
 GY0357.The geoid height was determined by GEOID03.
 GY0357
 GY0357.The dynamic height is computed by dividing the NAVD 88
 GY0357.geopotential number by the normal gravity value computed on the
 GY0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0357.degrees latitude (g = 980.6199 gals.).
 GY0357
 GY0357.The modeled gravity was interpolated from observed gravity values.
 GY0357
 GY0357;                    North         East    Units  Estimated Accuracy
 GY0357;SPC WV S     -   105,850.      476,590.      MT  (+/- 180 meters Scaled)
 GY0357
 GY0357                          SUPERSEDED SURVEY CONTROL
 GY0357
 GY0357  NGVD 29 (??/??/92)  312.402  (m)         1024.94   (f) ADJ UNCH    2 0
 GY0357
 GY0357.Superseded values are not recommended for survey control.
 GY0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0357.See file dsdata.txt to determine how the superseded data were derived.
 GY0357
 GY0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC766006(NAD 83)
 GY0357_MARKER: DB = BENCH MARK DISK
 GY0357_SETTING: 66 = SET IN ROCK OUTCROP
 GY0357_SP_SET: ROCK CUT
 GY0357_STAMPING: S 148 1957
 GY0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0357+STABILITY: POSITION/ELEVATION WELL
 GY0357
 GY0357  HISTORY     - Date     Condition        Report By
 GY0357  HISTORY     - 1957     MONUMENTED       CGS
 GY0357
 GY0357                          STATION DESCRIPTION
 GY0357
 GY0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0357'5.2 MI NW FROM CRUM.
 GY0357'ABOUT 5.25 MILES NORTHEAST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 GY0357'AT CRUM, ON THE NORTH SLOPE AND ABOUT 75 YARDS NORTH OF GAP AT
 GY0357'THE TOP OF A LONG GRADE, NEAR MT. LAUREL MOTEL, SET VERTICALLY
 GY0357'IN THE SOUTHEAST FACE OF A ROCK CUT ON THE INSIDE OF A SHARP CURVE
 GY0357'WITH TANGENTS EXTENDING NORTHWEST AND SOUTHWEST, 18 FEET NORTHWEST
 GY0357'OF CENTER LINE OF HIGHWAY, ABOUT 5 FEET ABOVE GROUND AND ABOUT 4
 GY0357'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0711 ***********************************************************************
 HY0711  DESIGNATION -  S 149
 HY0711  PID         -  HY0711
 HY0711  STATE/COUNTY-  WV/WAYNE
 HY0711  USGS QUAD   -  RADNOR (1989)
 HY0711
 HY0711                         *CURRENT SURVEY CONTROL
 HY0711  ___________________________________________________________________
 HY0711* NAD 83(1986)-  38 01 56.     (N)    082 25 42.     (W)     SCALED    
 HY0711* NAVD 88     -       206.257  (meters)     676.69   (feet)  ADJUSTED  
 HY0711  ___________________________________________________________________
 HY0711  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HY0711  DYNAMIC HT  -         206.109 (meters)     676.21  (feet)  COMP
 HY0711  MODELED GRAV-     979,905.2   (mgal)                       NAVD 88
 HY0711
 HY0711  VERT ORDER  -  SECOND    CLASS 0
 HY0711
 HY0711.The horizontal coordinates were scaled from a topographic map and have
 HY0711.an estimated accuracy of +/- 6 seconds.
 HY0711
 HY0711.The orthometric height was determined by differential leveling
 HY0711.and adjusted by the National Geodetic Survey in June 1991..
 HY0711
 HY0711.The geoid height was determined by GEOID03.
 HY0711
 HY0711.The dynamic height is computed by dividing the NAVD 88
 HY0711.geopotential number by the normal gravity value computed on the
 HY0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0711.degrees latitude (g = 980.6199 gals.).
 HY0711
 HY0711.The modeled gravity was interpolated from observed gravity values.
 HY0711
 HY0711;                    North         East    Units  Estimated Accuracy
 HY0711;SPC WV S     -   115,530.      474,620.      MT  (+/- 180 meters Scaled)
 HY0711
 HY0711                          SUPERSEDED SURVEY CONTROL
 HY0711
 HY0711  NGVD 29 (??/??/92)  206.473  (m)          677.40   (f) ADJ UNCH    2 0
 HY0711
 HY0711.Superseded values are not recommended for survey control.
 HY0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0711.See file dsdata.txt to determine how the superseded data were derived.
 HY0711
 HY0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC746103(NAD 83)
 HY0711_MARKER: DB = BENCH MARK DISK
 HY0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0711_SP_SET: ABUTMENT
 HY0711_STAMPING: S 149 1957
 HY0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0711
 HY0711  HISTORY     - Date     Condition        Report By
 HY0711  HISTORY     - 1957     MONUMENTED       CGS
 HY0711
 HY0711                          STATION DESCRIPTION
 HY0711
 HY0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0711'0.8 MI N FROM DUNLOW.
 HY0711'ABOUT 0.75 MILE NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0711'DUNLOW, ABOUT 85 YARDS SOUTHWEST OF JUNCTION OF BIG BRANCH ROAD
 HY0711'LEADING SOUTHEAST, IN THE TOP OF THE NORTHWEST END OF SOUTHWEST
 HY0711'ABUTMENT OF A 20-FOOT CONCRETE AND STONE BRIDGE OVER BIG BRANCH,
 HY0711'16 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 1/2 FOOT NORTHWEST
 HY0711'OF SOUTHWEST END OF NORTHWEST GUARD RAIL AND ABOUT 4 FEET BELOW
 HY0711'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0075 ***********************************************************************
 HX0075  DESIGNATION -  S 15
 HX0075  PID         -  HX0075
 HX0075  STATE/COUNTY-  WV/RANDOLPH
 HX0075  USGS QUAD   -  ADOLPH (1995)
 HX0075
 HX0075                         *CURRENT SURVEY CONTROL
 HX0075  ___________________________________________________________________
 HX0075* NAD 83(1986)-  38 40 58.     (N)    080 00 20.     (W)     SCALED    
 HX0075* NAVD 88     -       631.781  (meters)    2072.77   (feet)  ADJUSTED  
 HX0075  ___________________________________________________________________
 HX0075  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HX0075  DYNAMIC HT  -         631.313 (meters)    2071.23  (feet)  COMP
 HX0075  MODELED GRAV-     979,866.3   (mgal)                       NAVD 88
 HX0075
 HX0075  VERT ORDER  -  FIRST     CLASS II
 HX0075
 HX0075.The horizontal coordinates were scaled from a topographic map and have
 HX0075.an estimated accuracy of +/- 6 seconds.
 HX0075
 HX0075.The orthometric height was determined by differential leveling
 HX0075.and adjusted by the National Geodetic Survey in June 1991..
 HX0075
 HX0075.The geoid height was determined by GEOID03.
 HX0075
 HX0075.The dynamic height is computed by dividing the NAVD 88
 HX0075.geopotential number by the normal gravity value computed on the
 HX0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0075.degrees latitude (g = 980.6199 gals.).
 HX0075
 HX0075.The modeled gravity was interpolated from observed gravity values.
 HX0075
 HX0075;                    North         East    Units  Estimated Accuracy
 HX0075;SPC WV S     -   187,240.      686,520.      MT  (+/- 180 meters Scaled)
 HX0075
 HX0075                          SUPERSEDED SURVEY CONTROL
 HX0075
 HX0075  NGVD 29 (??/??/92)  631.927  (m)         2073.25   (f) ADJ UNCH    1 2
 HX0075
 HX0075.Superseded values are not recommended for survey control.
 HX0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0075.See file dsdata.txt to determine how the superseded data were derived.
 HX0075
 HX0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC864820(NAD 83)
 HX0075_MARKER: DB = BENCH MARK DISK
 HX0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0075_STAMPING: S 15 1934
 HX0075_MARK LOGO: CGS   
 HX0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0075+STABILITY: SURFACE MOTION
 HX0075
 HX0075  HISTORY     - Date     Condition        Report By
 HX0075  HISTORY     - 1934     MONUMENTED       CGS
 HX0075  HISTORY     - 1962     GOOD             NGS
 HX0075  HISTORY     - 1983     GOOD             NGS
 HX0075
 HX0075                          STATION DESCRIPTION
 HX0075
 HX0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0075'2.6 MI SW FROM HUTTONSVILLE.
 HX0075'ABOUT 2.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE
 HX0075'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, ON THE
 HX0075'INSIDE OF A CURVE WITH TANGENTS EXTENDING EAST AND SOUTH, 21
 HX0075'FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, ABOUT 1 1/2 FEET
 HX0075'ABOVE LEVEL OF HIGHWAY, 36 FEET NORTHEAST OF BLACK TOP ROAD
 HX0075'43 LEADING BECKY CREEK, 138 FEET NORTHEAST OF A CONCRETE BRIDGE
 HX0075'OVER RAFE RUN, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX0075'4 INCHES.
 HX0075
 HX0075                          STATION RECOVERY (1983)
 HX0075
 HX0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0331 ***********************************************************************
 GY0331  DESIGNATION -  S 150
 GY0331  PID         -  GY0331
 GY0331  STATE/COUNTY-  WV/MINGO
 GY0331  USGS QUAD   -  NAUGATUCK (1975)
 GY0331
 GY0331                         *CURRENT SURVEY CONTROL
 GY0331  ___________________________________________________________________
 GY0331* NAD 83(1986)-  37 49 19.     (N)    082 15 24.     (W)     SCALED    
 GY0331* NAVD 88     -       204.575  (meters)     671.18   (feet)  ADJUSTED  
 GY0331  ___________________________________________________________________
 GY0331  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GY0331  DYNAMIC HT  -         204.425 (meters)     670.68  (feet)  COMP
 GY0331  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 GY0331
 GY0331  VERT ORDER  -  SECOND    CLASS 0
 GY0331
 GY0331.The horizontal coordinates were scaled from a topographic map and have
 GY0331.an estimated accuracy of +/- 6 seconds.
 GY0331
 GY0331.The orthometric height was determined by differential leveling
 GY0331.and adjusted by the National Geodetic Survey in June 1991..
 GY0331
 GY0331.The geoid height was determined by GEOID03.
 GY0331
 GY0331.The dynamic height is computed by dividing the NAVD 88
 GY0331.geopotential number by the normal gravity value computed on the
 GY0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0331.degrees latitude (g = 980.6199 gals.).
 GY0331
 GY0331.The modeled gravity was interpolated from observed gravity values.
 GY0331
 GY0331;                    North         East    Units  Estimated Accuracy
 GY0331;SPC WV S     -    91,980.      489,370.      MT  (+/- 180 meters Scaled)
 GY0331
 GY0331                          SUPERSEDED SURVEY CONTROL
 GY0331
 GY0331  NGVD 29 (??/??/92)  204.793  (m)          671.89   (f) ADJ UNCH    2 0
 GY0331
 GY0331.Superseded values are not recommended for survey control.
 GY0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0331.See file dsdata.txt to determine how the superseded data were derived.
 GY0331
 GY0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB894868(NAD 83)
 GY0331_MARKER: DB = BENCH MARK DISK
 GY0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0331_SP_SET: BRIDGE
 GY0331_STAMPING: S 150 1957
 GY0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0331
 GY0331  HISTORY     - Date     Condition        Report By
 GY0331  HISTORY     - 1957     MONUMENTED       CGS
 GY0331
 GY0331                          STATION DESCRIPTION
 GY0331
 GY0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0331'3 MI NE FROM LENORE.
 GY0331'ABOUT 2.95 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO DINGESS
 GY0331'FROM THE SCHOOL AND JUNCTION OF STATE HIGHWAY 65 AT LENORE,
 GY0331'ABOUT 0.85 MILE SOUTHWEST OF CANTERBURY BAPTIST CHURCH, IN THE
 GY0331'TOP OF THE EAST END OF THE NORTH ABUTMENT OF A BRIDGE OVER LAUREL
 GY0331'FORK, 12 FEET EAST OF CENTER LINE OF ROAD, 2 FEET EAST OF THE
 GY0331'NORTH END OF STEEL GIRDER OF BRIDGE AND ABOUT 3 FEET BELOW LEVEL
 GY0331'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0589 ***********************************************************************
 HY0589  DESIGNATION -  S 151
 HY0589  PID         -  HY0589
 HY0589  STATE/COUNTY-  WV/LINCOLN
 HY0589  USGS QUAD   -  HAMLIN (1989)
 HY0589
 HY0589                         *CURRENT SURVEY CONTROL
 HY0589  ___________________________________________________________________
 HY0589* NAD 83(1986)-  38 15 16.     (N)    082 02 24.     (W)     SCALED    
 HY0589* NAVD 88     -       200.241  (meters)     656.96   (feet)  ADJUSTED  
 HY0589  ___________________________________________________________________
 HY0589  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HY0589  DYNAMIC HT  -         200.100 (meters)     656.49  (feet)  COMP
 HY0589  MODELED GRAV-     979,918.8   (mgal)                       NAVD 88
 HY0589
 HY0589  VERT ORDER  -  SECOND    CLASS 0
 HY0589
 HY0589.The horizontal coordinates were scaled from a topographic map and have
 HY0589.an estimated accuracy of +/- 6 seconds.
 HY0589
 HY0589.The orthometric height was determined by differential leveling
 HY0589.and adjusted by the National Geodetic Survey in June 1991..
 HY0589
 HY0589.The geoid height was determined by GEOID03.
 HY0589
 HY0589.The dynamic height is computed by dividing the NAVD 88
 HY0589.geopotential number by the normal gravity value computed on the
 HY0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0589.degrees latitude (g = 980.6199 gals.).
 HY0589
 HY0589.The modeled gravity was interpolated from observed gravity values.
 HY0589
 HY0589;                    North         East    Units  Estimated Accuracy
 HY0589;SPC WV S     -   139,740.      508,980.      MT  (+/- 180 meters Scaled)
 HY0589
 HY0589                          SUPERSEDED SURVEY CONTROL
 HY0589
 HY0589  NGVD 29 (??/??/92)  200.447  (m)          657.63   (f) ADJ UNCH    2 0
 HY0589
 HY0589.Superseded values are not recommended for survey control.
 HY0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0589.See file dsdata.txt to determine how the superseded data were derived.
 HY0589
 HY0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC090345(NAD 83)
 HY0589_MARKER: DB = BENCH MARK DISK
 HY0589_SETTING: 66 = SET IN ROCK OUTCROP
 HY0589_SP_SET: ROCK CUT
 HY0589_STAMPING: S 151 1957
 HY0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0589+STABILITY: POSITION/ELEVATION WELL
 HY0589
 HY0589  HISTORY     - Date     Condition        Report By
 HY0589  HISTORY     - 1957     MONUMENTED       CGS
 HY0589
 HY0589                          STATION DESCRIPTION
 HY0589
 HY0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0589'0.4 MI SE FROM SWEETLAND.
 HY0589'ABOUT 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST
 HY0589'OFFICE AT SWEETLAND, AT BRIDGE JUNCTION OF A ROAD LEADING SOUTHWEST
 HY0589'123 FEET NORTHWEST OF THE CENTER OF NORTHEAST END OF CONCRETE BOX
 HY0589'CULVERT FOR A CREEK BRANCH, 71 FEET NORTH OF THE CENTER OF THE
 HY0589'NORTHEAST END OF WOODEN PLANK STEEL SPAN BRIDGE ACROSS MIDDLE
 HY0589'FORK MUD RIVER, 20 YARDS NORTHWEST OF THE SOUTHEAST END OF CUT,
 HY0589'24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY
 HY0589'IN THE SOUTHWEST FACE OF SOLID 5 FOOT HIGH LAYER OF ROCK IN CUT,
 HY0589'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0583 ***********************************************************************
 HY0583  DESIGNATION -  S 152
 HY0583  PID         -  HY0583
 HY0583  STATE/COUNTY-  WV/LINCOLN
 HY0583  USGS QUAD   -  HAGER (1962)
 HY0583
 HY0583                         *CURRENT SURVEY CONTROL
 HY0583  ___________________________________________________________________
 HY0583* NAD 83(1986)-  38 13 04.     (N)    082 00 29.     (W)     SCALED    
 HY0583* NAVD 88     -       207.386  (meters)     680.40   (feet)  ADJUSTED  
 HY0583  ___________________________________________________________________
 HY0583  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY0583  DYNAMIC HT  -         207.238 (meters)     679.91  (feet)  COMP
 HY0583  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 HY0583
 HY0583  VERT ORDER  -  SECOND    CLASS 0
 HY0583
 HY0583.The horizontal coordinates were scaled from a topographic map and have
 HY0583.an estimated accuracy of +/- 6 seconds.
 HY0583
 HY0583.The orthometric height was determined by differential leveling
 HY0583.and adjusted by the National Geodetic Survey in June 1991..
 HY0583
 HY0583.The geoid height was determined by GEOID03.
 HY0583
 HY0583.The dynamic height is computed by dividing the NAVD 88
 HY0583.geopotential number by the normal gravity value computed on the
 HY0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0583.degrees latitude (g = 980.6199 gals.).
 HY0583
 HY0583.The modeled gravity was interpolated from observed gravity values.
 HY0583
 HY0583;                    North         East    Units  Estimated Accuracy
 HY0583;SPC WV S     -   135,640.      511,730.      MT  (+/- 180 meters Scaled)
 HY0583
 HY0583                          SUPERSEDED SURVEY CONTROL
 HY0583
 HY0583  NGVD 29 (??/??/92)  207.595  (m)          681.08   (f) ADJ UNCH    2 0
 HY0583
 HY0583.Superseded values are not recommended for survey control.
 HY0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0583.See file dsdata.txt to determine how the superseded data were derived.
 HY0583
 HY0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC117304(NAD 83)
 HY0583_MARKER: DB = BENCH MARK DISK
 HY0583_SETTING: 66 = SET IN ROCK OUTCROP
 HY0583_SP_SET: ROCK CUT
 HY0583_STAMPING: S 152 1957
 HY0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0583+STABILITY: POSITION/ELEVATION WELL
 HY0583
 HY0583  HISTORY     - Date     Condition        Report By
 HY0583  HISTORY     - 1957     MONUMENTED       CGS
 HY0583
 HY0583                          STATION DESCRIPTION
 HY0583
 HY0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0583'2 MI S FROM GRIFFITHSVILLE.
 HY0583'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 HY0583'AT GRIFFITHSVILLE, THENCE 1.65 MILE SOUTH ALONG GRAVEL ROAD, 0.25
 HY0583'MILE SOUTH OF THE FORD ACROSS SUGARTREE FORK, 0.4 MILE NORTH OF
 HY0583'CARNES SCHOOL, 155 YARDS SOUTHWEST OF THE JUNCTION OF TRAIL WEST TO A
 HY0583'TWO STORY FARM HOUSE, 95 YARDS NORTHEAST OF BREAK IN GRADES AND AN
 HY0583'18-INCH CORRUGATED PIPE CULVERT UNDER ROAD, 15 FEET SOUTHEAST OF
 HY0583'THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE NORTHWEST
 HY0583'FACE OF A 6 FOOT HIGH IRREGULAR LAYER OF ROCK IN A 15 FOOT HIGH
 HY0583'CUT, 1 FOOT ABOVE THE LEVEL OF THE GROUND AND 2 1/2 FEET ABOVE
 HY0583'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2208 ***********************************************************************
 HX2208  DESIGNATION -  S 153
 HX2208  PID         -  HX2208
 HX2208  STATE/COUNTY-  WV/LINCOLN
 HX2208  USGS QUAD   -  MUD (1976)
 HX2208
 HX2208                         *CURRENT SURVEY CONTROL
 HX2208  ___________________________________________________________________
 HX2208* NAD 83(1986)-  38 06 15.     (N)    081 59 55.     (W)     SCALED    
 HX2208* NAVD 88     -       238.287  (meters)     781.78   (feet)  ADJUSTED  
 HX2208  ___________________________________________________________________
 HX2208  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HX2208  DYNAMIC HT  -         238.115 (meters)     781.22  (feet)  COMP
 HX2208  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 HX2208
 HX2208  VERT ORDER  -  SECOND    CLASS 0
 HX2208
 HX2208.The horizontal coordinates were scaled from a topographic map and have
 HX2208.an estimated accuracy of +/- 6 seconds.
 HX2208
 HX2208.The orthometric height was determined by differential leveling
 HX2208.and adjusted by the National Geodetic Survey in June 1991..
 HX2208
 HX2208.The geoid height was determined by GEOID03.
 HX2208
 HX2208.The dynamic height is computed by dividing the NAVD 88
 HX2208.geopotential number by the normal gravity value computed on the
 HX2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2208.degrees latitude (g = 980.6199 gals.).
 HX2208
 HX2208.The modeled gravity was interpolated from observed gravity values.
 HX2208
 HX2208;                    North         East    Units  Estimated Accuracy
 HX2208;SPC WV S     -   123,020.      512,420.      MT  (+/- 180 meters Scaled)
 HX2208
 HX2208                          SUPERSEDED SURVEY CONTROL
 HX2208
 HX2208  NGVD 29 (??/??/92)  238.499  (m)          782.48   (f) ADJ UNCH    2 0
 HX2208
 HX2208.Superseded values are not recommended for survey control.
 HX2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2208.See file dsdata.txt to determine how the superseded data were derived.
 HX2208
 HX2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC124178(NAD 83)
 HX2208_MARKER: DB = BENCH MARK DISK
 HX2208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2208_SP_SET: ABUTMENT
 HX2208_STAMPING: S 153 1957
 HX2208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2208
 HX2208  HISTORY     - Date     Condition        Report By
 HX2208  HISTORY     - 1957     MONUMENTED       CGS
 HX2208
 HX2208                          STATION DESCRIPTION
 HX2208
 HX2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2208'1.5 MI NW FROM MUD.
 HX2208'ABOUT 1.5 MILE NORTHWEST ALONG DIRT ROAD FOLLOWING MUD RIVER
 HX2208'FROM THE STORE AND POST OFFICE AT MUD, 0.5 MILE SOUTHEAST OF
 HX2208'A STORE, 0.75 MILE NORTHWEST OF BERRY BRANCH SCHOOL, ABOUT 50
 HX2208'YARDS NORTHEAST OF THE CONFLUENCE OF STONECOAL BRANCH AND MUD
 HX2208'RIVER, 15 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET
 HX2208'IN THE TOP AND 1 STEP DOWN OF THE NORTHEAST END OF NORTHWEST
 HX2208'STONE MASONRY ABUTMENT OF A 10-FOOT WOODEN PLANK BRIDGE ACROSS
 HX2208'STONECOAL BRANCH, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0502 ***********************************************************************
 HY0502  DESIGNATION -  S 154
 HY0502  PID         -  HY0502
 HY0502  STATE/COUNTY-  WV/LINCOLN
 HY0502  USGS QUAD   -  RANGER (1976)
 HY0502
 HY0502                         *CURRENT SURVEY CONTROL
 HY0502  ___________________________________________________________________
 HY0502* NAD 83(1986)-  38 04 44.     (N)    082 08 38.     (W)     SCALED    
 HY0502* NAVD 88     -       189.813  (meters)     622.74   (feet)  ADJUSTED  
 HY0502  ___________________________________________________________________
 HY0502  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HY0502  DYNAMIC HT  -         189.676 (meters)     622.30  (feet)  COMP
 HY0502  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 HY0502
 HY0502  VERT ORDER  -  SECOND    CLASS 0
 HY0502
 HY0502.The horizontal coordinates were scaled from a topographic map and have
 HY0502.an estimated accuracy of +/- 6 seconds.
 HY0502
 HY0502.The orthometric height was determined by differential leveling
 HY0502.and adjusted by the National Geodetic Survey in June 1991..
 HY0502
 HY0502.The geoid height was determined by GEOID03.
 HY0502
 HY0502.The dynamic height is computed by dividing the NAVD 88
 HY0502.geopotential number by the normal gravity value computed on the
 HY0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0502.degrees latitude (g = 980.6199 gals.).
 HY0502
 HY0502.The modeled gravity was interpolated from observed gravity values.
 HY0502
 HY0502;                    North         East    Units  Estimated Accuracy
 HY0502;SPC WV S     -   120,360.      499,650.      MT  (+/- 180 meters Scaled)
 HY0502
 HY0502                          SUPERSEDED SURVEY CONTROL
 HY0502
 HY0502  NGVD 29 (??/??/92)  190.026  (m)          623.44   (f) ADJ UNCH    2 0
 HY0502
 HY0502.Superseded values are not recommended for survey control.
 HY0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0502.See file dsdata.txt to determine how the superseded data were derived.
 HY0502
 HY0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC996151(NAD 83)
 HY0502_MARKER: DB = BENCH MARK DISK
 HY0502_SETTING: 80 = SET IN A BOULDER
 HY0502_SP_SET: BOULDER
 HY0502_STAMPING: S 154 1957
 HY0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0502+STABILITY: SURFACE MOTION
 HY0502
 HY0502  HISTORY     - Date     Condition        Report By
 HY0502  HISTORY     - 1957     MONUMENTED       CGS
 HY0502
 HY0502                          STATION DESCRIPTION
 HY0502
 HY0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0502'1 MI SW FROM GILL.
 HY0502'ABOUT 0.95 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0502'FROM THE STATION AT GILL, 0.35 MILE SOUTHWEST OF MILE POLE 37,
 HY0502'DIRECTLY ACROSS THE TRACK FROM BETWEEN THE 6TH AND 7TH TELEPHONE
 HY0502'POLE NORTHEAST OF A SIGNAL BATTERY BOX, 41 FEET SOUTHEAST OF THE
 HY0502'SOUTHEAST RAIL OF THE SOUTHEAST TRACK AND AT THE INSIDE OF A CURVE,
 HY0502'SET IN THE TOP OF A 3 1/2-FOOT HIGH AND 12 BY 5 FOOT IMBEDDED
 HY0502'BOULDER, ABOUT 3 FEET ABOVE THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0403 ***********************************************************************
 GY0403  DESIGNATION -  S 155
 GY0403  PID         -  GY0403
 GY0403  STATE/COUNTY-  WV/LOGAN
 GY0403  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0403
 GY0403                         *CURRENT SURVEY CONTROL
 GY0403  ___________________________________________________________________
 GY0403* NAD 83(1986)-  37 52 42.     (N)    082 06 25.     (W)     SCALED    
 GY0403* NAVD 88     -       294.672  (meters)     966.77   (feet)  ADJUSTED  
 GY0403  ___________________________________________________________________
 GY0403  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GY0403  DYNAMIC HT  -         294.454 (meters)     966.05  (feet)  COMP
 GY0403  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 GY0403
 GY0403  VERT ORDER  -  SECOND    CLASS 0
 GY0403
 GY0403.The horizontal coordinates were scaled from a topographic map and have
 GY0403.an estimated accuracy of +/- 6 seconds.
 GY0403
 GY0403.The orthometric height was determined by differential leveling
 GY0403.and adjusted by the National Geodetic Survey in June 1991..
 GY0403
 GY0403.The geoid height was determined by GEOID03.
 GY0403
 GY0403.The dynamic height is computed by dividing the NAVD 88
 GY0403.geopotential number by the normal gravity value computed on the
 GY0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0403.degrees latitude (g = 980.6199 gals.).
 GY0403
 GY0403.The modeled gravity was interpolated from observed gravity values.
 GY0403
 GY0403;                    North         East    Units  Estimated Accuracy
 GY0403;SPC WV S     -    98,070.      502,620.      MT  (+/- 180 meters Scaled)
 GY0403
 GY0403                          SUPERSEDED SURVEY CONTROL
 GY0403
 GY0403  NGVD 29 (??/??/92)  294.885  (m)          967.47   (f) ADJ UNCH    2 0
 GY0403
 GY0403.Superseded values are not recommended for survey control.
 GY0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0403.See file dsdata.txt to determine how the superseded data were derived.
 GY0403
 GY0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB026928(NAD 83)
 GY0403_MARKER: DB = BENCH MARK DISK
 GY0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0403_SP_SET: CULVERT
 GY0403_STAMPING: S 155 1957
 GY0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0403
 GY0403  HISTORY     - Date     Condition        Report By
 GY0403  HISTORY     - 1957     MONUMENTED       CGS
 GY0403
 GY0403                          STATION DESCRIPTION
 GY0403
 GY0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0403'3.2 MI NW FROM SHEGON.
 GY0403'ABOUT 2.4 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO
 GY0403'DINGESS FROM THE MUD FORK BAPTIST CHURCH AT SHEGON, THENCE ABOUT
 GY0403'0.8 MILE NORTH ALONG A GRAVEL ROAD, ABOUT 0.85 MILE NORTH OF
 GY0403'AVIS SCHOOL, 20 FEET EAST OF CENTER LINE OF ROAD, 25 YARDS NORTH
 GY0403'OF TELEPHONE AND POWER POLE NO. 706-D-6, IN THE TOP OF THE NORTH
 GY0403'END OF CENTER CONCRETE PART OF EAST HEAD WALL OF A 3 1/2-FOOT
 GY0403'CONCRETE AND STONE CULVERT FOR A CREEK BRANCH AND ABOUT 1/2 FOOT
 GY0403'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2223 ***********************************************************************
 HX2223  DESIGNATION -  S 156
 HX2223  PID         -  HX2223
 HX2223  STATE/COUNTY-  WV/LINCOLN
 HX2223  USGS QUAD   -  MUD (1976)
 HX2223
 HX2223                         *CURRENT SURVEY CONTROL
 HX2223  ___________________________________________________________________
 HX2223* NAD 83(1986)-  38 02 37.     (N)    081 59 44.     (W)     SCALED    
 HX2223* NAVD 88     -       235.754  (meters)     773.47   (feet)  ADJUSTED  
 HX2223  ___________________________________________________________________
 HX2223  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HX2223  DYNAMIC HT  -         235.584 (meters)     772.91  (feet)  COMP
 HX2223  MODELED GRAV-     979,900.9   (mgal)                       NAVD 88
 HX2223
 HX2223  VERT ORDER  -  SECOND    CLASS 0
 HX2223
 HX2223.The horizontal coordinates were scaled from a topographic map and have
 HX2223.an estimated accuracy of +/- 6 seconds.
 HX2223
 HX2223.The orthometric height was determined by differential leveling
 HX2223.and adjusted by the National Geodetic Survey in June 1991..
 HX2223
 HX2223.The geoid height was determined by GEOID03.
 HX2223
 HX2223.The dynamic height is computed by dividing the NAVD 88
 HX2223.geopotential number by the normal gravity value computed on the
 HX2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2223.degrees latitude (g = 980.6199 gals.).
 HX2223
 HX2223.The modeled gravity was interpolated from observed gravity values.
 HX2223
 HX2223;                    North         East    Units  Estimated Accuracy
 HX2223;SPC WV S     -   116,300.      512,620.      MT  (+/- 180 meters Scaled)
 HX2223
 HX2223                          SUPERSEDED SURVEY CONTROL
 HX2223
 HX2223  NGVD 29 (??/??/92)  235.966  (m)          774.17   (f) ADJ UNCH    2 0
 HX2223
 HX2223.Superseded values are not recommended for survey control.
 HX2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2223.See file dsdata.txt to determine how the superseded data were derived.
 HX2223
 HX2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC126111(NAD 83)
 HX2223_MARKER: DB = BENCH MARK DISK
 HX2223_SETTING: 66 = SET IN ROCK OUTCROP
 HX2223_SP_SET: ROCK CLIFF
 HX2223_STAMPING: S 156 1957
 HX2223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2223+STABILITY: POSITION/ELEVATION WELL
 HX2223
 HX2223  HISTORY     - Date     Condition        Report By
 HX2223  HISTORY     - 1957     MONUMENTED       CGS
 HX2223
 HX2223                          STATION DESCRIPTION
 HX2223
 HX2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2223'0.4 MI W FROM DOLLIE.
 HX2223'ABOUT 0.4 MILE WEST ALONG GRAVEL ROAD FROM THE SCHOOL AT DOLLIE,
 HX2223'0.15 MILE NORTHWEST OF BRIDGE JUNCTION OF ROAD LEADING SOUTH,
 HX2223'0.25 MILE NORTHWEST OF THE JUNCTION OF ROAD LEADING INTO
 HX2223'DEADENING CREEK, 28 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 HX2223'ROAD AND AT THE INSIDE OF A CURVE WITH TANGENTS TO THE NORTH AND
 HX2223'EAST, SET VERTICALLY IN THE SOUTHWEST FACE OF A 7-FOOT HIGH
 HX2223'AND 10-FEET WIDE ROCK CLIFF, DIRECTLY ACROSS THE ROAD AND THE
 HX2223'CREEK FROM A POWERLINE POLE, ABOUT 5 1/2 FEET ABOVE THE GROUND
 HX2223'AND 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2504 ***********************************************************************
 GX2504  DESIGNATION -  S 157
 GX2504  PID         -  GX2504
 GX2504  STATE/COUNTY-  WV/LOGAN
 GX2504  USGS QUAD   -  HENLAWSON (1976)
 GX2504
 GX2504                         *CURRENT SURVEY CONTROL
 GX2504  ___________________________________________________________________
 GX2504* NAD 83(1986)-  37 55 53.     (N)    081 53 46.     (W)     SCALED    
 GX2504* NAVD 88     -       291.727  (meters)     957.11   (feet)  ADJUSTED  
 GX2504  ___________________________________________________________________
 GX2504  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GX2504  DYNAMIC HT  -         291.512 (meters)     956.40  (feet)  COMP
 GX2504  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 GX2504
 GX2504  VERT ORDER  -  SECOND    CLASS 0
 GX2504
 GX2504.The horizontal coordinates were scaled from a topographic map and have
 GX2504.an estimated accuracy of +/- 6 seconds.
 GX2504
 GX2504.The orthometric height was determined by differential leveling
 GX2504.and adjusted by the National Geodetic Survey in June 1991..
 GX2504
 GX2504.The geoid height was determined by GEOID03.
 GX2504
 GX2504.The dynamic height is computed by dividing the NAVD 88
 GX2504.geopotential number by the normal gravity value computed on the
 GX2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2504.degrees latitude (g = 980.6199 gals.).
 GX2504
 GX2504.The modeled gravity was interpolated from observed gravity values.
 GX2504
 GX2504;                    North         East    Units  Estimated Accuracy
 GX2504;SPC WV S     -   103,750.      521,230.      MT  (+/- 180 meters Scaled)
 GX2504
 GX2504                          SUPERSEDED SURVEY CONTROL
 GX2504
 GX2504  NGVD 29 (??/??/92)  291.933  (m)          957.78   (f) ADJ UNCH    2 0
 GX2504
 GX2504.Superseded values are not recommended for survey control.
 GX2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2504.See file dsdata.txt to determine how the superseded data were derived.
 GX2504
 GX2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB212985(NAD 83)
 GX2504_MARKER: DB = BENCH MARK DISK
 GX2504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2504_SP_SET: FOUNDATION
 GX2504_STAMPING: S 157 1957
 GX2504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2504
 GX2504  HISTORY     - Date     Condition        Report By
 GX2504  HISTORY     - 1957     MONUMENTED       CGS
 GX2504
 GX2504                          STATION DESCRIPTION
 GX2504
 GX2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2504'AT LAKE.
 GX2504'AT LAKE, 47 YARDS NORTHWEST OF THE CENTER LINE OF HEWETT ROAD,
 GX2504'1.3 FEET SOUTHWEST OF THE EAST CORNER OF THE SCHOOL AT LAKE,
 GX2504'SET VERTICALLY IN THE SOUTHEAST FACE OF THE CONCRETE FOUNDATION
 GX2504'OF THE CONCRETE BLOCK WITH BRICK TRIM SCHOOL BUILDING, ABOUT
 GX2504'1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0342 ***********************************************************************
 GY0342  DESIGNATION -  S 158
 GY0342  PID         -  GY0342
 GY0342  STATE/COUNTY-  WV/MINGO
 GY0342  USGS QUAD   -  NAUGATUCK (1975)
 GY0342
 GY0342                         *CURRENT SURVEY CONTROL
 GY0342  ___________________________________________________________________
 GY0342* NAD 83(1986)-  37 51 46.     (N)    082 22 20.     (W)     SCALED    
 GY0342* NAVD 88     -       194.932  (meters)     639.54   (feet)  ADJUSTED  
 GY0342  ___________________________________________________________________
 GY0342  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GY0342  DYNAMIC HT  -         194.789 (meters)     639.07  (feet)  COMP
 GY0342  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 GY0342
 GY0342  VERT ORDER  -  SECOND    CLASS 0
 GY0342
 GY0342.The horizontal coordinates were scaled from a topographic map and have
 GY0342.an estimated accuracy of +/- 6 seconds.
 GY0342
 GY0342.The orthometric height was determined by differential leveling
 GY0342.and adjusted by the National Geodetic Survey in June 1991..
 GY0342
 GY0342.The geoid height was determined by GEOID03.
 GY0342
 GY0342.The dynamic height is computed by dividing the NAVD 88
 GY0342.geopotential number by the normal gravity value computed on the
 GY0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0342.degrees latitude (g = 980.6199 gals.).
 GY0342
 GY0342.The modeled gravity was interpolated from observed gravity values.
 GY0342
 GY0342;                    North         East    Units  Estimated Accuracy
 GY0342;SPC WV S     -    96,650.      479,260.      MT  (+/- 180 meters Scaled)
 GY0342
 GY0342                          SUPERSEDED SURVEY CONTROL
 GY0342
 GY0342  NGVD 29 (??/??/92)  195.144  (m)          640.23   (f) ADJ UNCH    2 0
 GY0342
 GY0342.Superseded values are not recommended for survey control.
 GY0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0342.See file dsdata.txt to determine how the superseded data were derived.
 GY0342
 GY0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB792914(NAD 83)
 GY0342_MARKER: DB = BENCH MARK DISK
 GY0342_SETTING: 80 = SET IN A BOULDER
 GY0342_STAMPING: S 158 1957
 GY0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0342+STABILITY: SURFACE MOTION
 GY0342
 GY0342  HISTORY     - Date     Condition        Report By
 GY0342  HISTORY     - 1957     MONUMENTED       CGS
 GY0342
 GY0342                          STATION DESCRIPTION
 GY0342
 GY0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0342'0.6 MI E FROM SELWYN.
 GY0342'ABOUT 0.15 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GY0342'AT SELWYN, THENCE ABOUT 0.5 MILE NORTHEAST ALONG A GRAVEL ROAD,
 GY0342'SET IN THE TOP OF THE SOUTHWEST END OF A LARGE EMBEDDED BOULDER
 GY0342'WHICH IS IN SOUTHEAST BANK OF LEFT FORK OF MARROWBONE CREEK,
 GY0342'21 FEET NORTHWEST OF CENTER LINE OF ROAD, 3 FEET NORTHEAST OF
 GY0342'SOUTHWEST EDGE OF BOULDER, 5 1/2 FEET SOUTHEAST OF NORTHWEST EDGE
 GY0342'OF BOULDER AND ABOUT 3 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0748 ***********************************************************************
 HY0748  DESIGNATION -  S 159
 HY0748  PID         -  HY0748
 HY0748  STATE/COUNTY-  WV/WAYNE
 HY0748  USGS QUAD   -  KIAHSVILLE (1975)
 HY0748
 HY0748                         *CURRENT SURVEY CONTROL
 HY0748  ___________________________________________________________________
 HY0748* NAD 83(1986)-  38 04 43.     (N)    082 18 50.     (W)     SCALED    
 HY0748* NAVD 88     -       209.765  (meters)     688.20   (feet)  ADJUSTED  
 HY0748  ___________________________________________________________________
 HY0748  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HY0748  DYNAMIC HT  -         209.613 (meters)     687.71  (feet)  COMP
 HY0748  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 HY0748
 HY0748  VERT ORDER  -  SECOND    CLASS 0
 HY0748
 HY0748.The horizontal coordinates were scaled from a topographic map and have
 HY0748.an estimated accuracy of +/- 6 seconds.
 HY0748
 HY0748.The orthometric height was determined by differential leveling
 HY0748.and adjusted by the National Geodetic Survey in June 1991..
 HY0748
 HY0748.The geoid height was determined by GEOID03.
 HY0748
 HY0748.The dynamic height is computed by dividing the NAVD 88
 HY0748.geopotential number by the normal gravity value computed on the
 HY0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0748.degrees latitude (g = 980.6199 gals.).
 HY0748
 HY0748.The modeled gravity was interpolated from observed gravity values.
 HY0748
 HY0748;                    North         East    Units  Estimated Accuracy
 HY0748;SPC WV S     -   120,530.      484,730.      MT  (+/- 180 meters Scaled)
 HY0748
 HY0748                          SUPERSEDED SURVEY CONTROL
 HY0748
 HY0748  NGVD 29 (??/??/92)  209.977  (m)          688.90   (f) ADJ UNCH    2 0
 HY0748
 HY0748.Superseded values are not recommended for survey control.
 HY0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0748.See file dsdata.txt to determine how the superseded data were derived.
 HY0748
 HY0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC847153(NAD 83)
 HY0748_MARKER: DB = BENCH MARK DISK
 HY0748_SETTING: 80 = SET IN A BOULDER
 HY0748_SP_SET: BOULDER
 HY0748_STAMPING: S 159 1957
 HY0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0748+STABILITY: SURFACE MOTION
 HY0748
 HY0748  HISTORY     - Date     Condition        Report By
 HY0748  HISTORY     - 1957     MONUMENTED       CGS
 HY0748
 HY0748                          STATION DESCRIPTION
 HY0748
 HY0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0748'6 MI SW FROM COVE GAP.
 HY0748'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0748'SCHOOL AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 1.9 MILES
 HY0748'SOUTH ALONG A ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 HY0748'ABOUT 0.15 MILE NORTHWEST OF A 15-FOOT BRIDGE, ON THE OUTSIDE
 HY0748'AND NEAR THE WEST END OF A CURVE WITH TANGENTS EXTENDING WEST
 HY0748'AND SOUTH, ACROSS ROAD FROM THE EAST END OF THE EAST ONE OF TWO
 HY0748'PONDS SOUTH OF ROAD, SET VERTICALLY IN THE SOUTH FACE OF THE
 HY0748'SOUTHWEST CORNER OF A LARGE EMBEDDED BOULDER ABOUT 50 FEET LONG,
 HY0748'25 FEET WIDE AND ABOUT 12 FEET HIGH, 28 FEET NORTH OF CENTER LINE
 HY0748'OF ROAD, 3 FEET EAST OF SOUTHWEST CORNER OF BOULDER, 2 FEET ABOVE
 HY0748'GROUND AND ABOUT 10 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1408 ***********************************************************************
 HW1408  DESIGNATION -  S 16
 HW1408  PID         -  HW1408
 HW1408  STATE/COUNTY-  WV/PENDLETON
 HW1408  USGS QUAD   -  ONEGO (1995)
 HW1408
 HW1408                         *CURRENT SURVEY CONTROL
 HW1408  ___________________________________________________________________
 HW1408* NAD 83(1986)-  38 46 02.     (N)    079 25 20.     (W)     SCALED    
 HW1408* NAVD 88     -       532.245  (meters)    1746.21   (feet)  ADJUSTED  
 HW1408  ___________________________________________________________________
 HW1408  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HW1408  DYNAMIC HT  -         531.852 (meters)    1744.92  (feet)  COMP
 HW1408  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 HW1408
 HW1408  VERT ORDER  -  SECOND    CLASS 0
 HW1408
 HW1408.The horizontal coordinates were scaled from a topographic map and have
 HW1408.an estimated accuracy of +/- 6 seconds.
 HW1408
 HW1408.The orthometric height was determined by differential leveling
 HW1408.and adjusted by the National Geodetic Survey in June 1991..
 HW1408
 HW1408.The geoid height was determined by GEOID03.
 HW1408
 HW1408.The dynamic height is computed by dividing the NAVD 88
 HW1408.geopotential number by the normal gravity value computed on the
 HW1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1408.degrees latitude (g = 980.6199 gals.).
 HW1408
 HW1408.The modeled gravity was interpolated from observed gravity values.
 HW1408
 HW1408;                    North         East    Units  Estimated Accuracy
 HW1408;SPC WV S     -   197,320.      737,110.      MT  (+/- 180 meters Scaled)
 HW1408
 HW1408                          SUPERSEDED SURVEY CONTROL
 HW1408
 HW1408  NGVD 29 (??/??/92)  532.368  (m)         1746.61   (f) ADJ UNCH    2 0
 HW1408
 HW1408.Superseded values are not recommended for survey control.
 HW1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1408.See file dsdata.txt to determine how the superseded data were derived.
 HW1408
 HW1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC370921(NAD 83)
 HW1408_MARKER: DB = BENCH MARK DISK
 HW1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1408_STAMPING: S 16 1934
 HW1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1408+STABILITY: SURFACE MOTION
 HW1408
 HW1408  HISTORY     - Date     Condition        Report By
 HW1408  HISTORY     - 1934     MONUMENTED       CGS
 HW1408
 HW1408                          STATION DESCRIPTION
 HW1408
 HW1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1408'2 MI N FROM RIVERTON.
 HW1408'2 MILES NORTH ALONG U.S. HIGHWAY 33 FROM RIVERTON, PENDLETON
 HW1408'COUNTY, 7 YARDS WEST OF THE HIGHWAY, 3 FEET EAST OF A RAIL
 HW1408'FENCE, AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 HW1408'STAMPED S 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0369 ***********************************************************************
 GY0369  DESIGNATION -  S 160
 GY0369  PID         -  GY0369
 GY0369  STATE/COUNTY-  WV/LINCOLN
 GY0369  USGS QUAD   -  TRACE (1976)
 GY0369
 GY0369                         *CURRENT SURVEY CONTROL
 GY0369  ___________________________________________________________________
 GY0369* NAD 83(1986)-  37 59 32.     (N)    082 13 31.     (W)     SCALED    
 GY0369* NAVD 88     -       248.476  (meters)     815.21   (feet)  ADJUSTED  
 GY0369  ___________________________________________________________________
 GY0369  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 GY0369  DYNAMIC HT  -         248.295 (meters)     814.61  (feet)  COMP
 GY0369  MODELED GRAV-     979,894.2   (mgal)                       NAVD 88
 GY0369
 GY0369  VERT ORDER  -  SECOND    CLASS 0
 GY0369
 GY0369.The horizontal coordinates were scaled from a topographic map and have
 GY0369.an estimated accuracy of +/- 6 seconds.
 GY0369
 GY0369.The orthometric height was determined by differential leveling
 GY0369.and adjusted by the National Geodetic Survey in June 1991..
 GY0369
 GY0369.The geoid height was determined by GEOID03.
 GY0369
 GY0369.The dynamic height is computed by dividing the NAVD 88
 GY0369.geopotential number by the normal gravity value computed on the
 GY0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0369.degrees latitude (g = 980.6199 gals.).
 GY0369
 GY0369.The modeled gravity was interpolated from observed gravity values.
 GY0369
 GY0369;                    North         East    Units  Estimated Accuracy
 GY0369;SPC WV S     -   110,840.      492,380.      MT  (+/- 180 meters Scaled)
 GY0369
 GY0369                          SUPERSEDED SURVEY CONTROL
 GY0369
 GY0369  NGVD 29 (??/??/92)  248.688  (m)          815.90   (f) ADJ UNCH    2 0
 GY0369
 GY0369.Superseded values are not recommended for survey control.
 GY0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0369.See file dsdata.txt to determine how the superseded data were derived.
 GY0369
 GY0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC924056(NAD 83)
 GY0369_MARKER: DB = BENCH MARK DISK
 GY0369_SETTING: 66 = SET IN ROCK OUTCROP
 GY0369_SP_SET: ROCK CLIFF
 GY0369_STAMPING: S 160 1957
 GY0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0369+STABILITY: POSITION/ELEVATION WELL
 GY0369
 GY0369  HISTORY     - Date     Condition        Report By
 GY0369  HISTORY     - 1957     MONUMENTED       CGS
 GY0369
 GY0369                          STATION DESCRIPTION
 GY0369
 GY0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0369'19.8 MI SE FROM COVE GAP.
 GY0369'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 GY0369'SCHOOL AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 7.8 MILES
 GY0369'SOUTHEAST ALONG A ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 GY0369'THENCE ABOUT 2.15 MILES EAST ALONG A MOUNTAIN ROAD LEADING
 GY0369'INTO KIAH CREEK, THENCE ABOUT 5.8 MILES SOUTH AND SOUTHEAST
 GY0369'ALONG KIAH CREEK ROAD, ABOUT 0.45 MILE WEST OF A ROAD SOUTH
 GY0369'ALONG JIMS BRANCH, ABOUT 0.15 MILE EAST OF A SCHOOL AND JUNCTION
 GY0369'OF A ROAD SOUTH ALONG COPLEY TRACE BRANCH, AT THE JUNCTION OF
 GY0369'A ROAD SOUTHEAST, SET VERTICALLY IN THE SOUTH FACE OF A LONG
 GY0369'ROCK CLIFF THAT FORMS THE NORTH BANK OF KIAH CREEK, 75 FEET
 GY0369'NORTH OF CENTER LINE OF ROAD AT THE CENTER OF JUNCTION OF ROAD
 GY0369'SOUTHEAST, 11 FEET WEST OF WEST END OF AN OVERHANG OF ROCK ON
 GY0369'CLIFF AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2171 ***********************************************************************
 GX2171  DESIGNATION -  S 161
 GX2171  PID         -  GX2171
 GX2171  STATE/COUNTY-  WV/MINGO
 GX2171  USGS QUAD   -  MAN (1976)
 GX2171
 GX2171                         *CURRENT SURVEY CONTROL
 GX2171  ___________________________________________________________________
 GX2171* NAD 83(1986)-  37 38 19.     (N)    081 56 47.     (W)     SCALED    
 GX2171* NAVD 88     -       332.272  (meters)    1090.13   (feet)  ADJUSTED  
 GX2171  ___________________________________________________________________
 GX2171  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX2171  DYNAMIC HT  -         332.012 (meters)    1089.28  (feet)  COMP
 GX2171  MODELED GRAV-     979,839.2   (mgal)                       NAVD 88
 GX2171
 GX2171  VERT ORDER  -  SECOND    CLASS 0
 GX2171
 GX2171.The horizontal coordinates were scaled from a topographic map and have
 GX2171.an estimated accuracy of +/- 6 seconds.
 GX2171
 GX2171.The orthometric height was determined by differential leveling
 GX2171.and adjusted by the National Geodetic Survey in June 1991..
 GX2171
 GX2171.The geoid height was determined by GEOID03.
 GX2171
 GX2171.The dynamic height is computed by dividing the NAVD 88
 GX2171.geopotential number by the normal gravity value computed on the
 GX2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2171.degrees latitude (g = 980.6199 gals.).
 GX2171
 GX2171.The modeled gravity was interpolated from observed gravity values.
 GX2171
 GX2171;                    North         East    Units  Estimated Accuracy
 GX2171;SPC WV S     -    71,310.      516,470.      MT  (+/- 180 meters Scaled)
 GX2171
 GX2171                          SUPERSEDED SURVEY CONTROL
 GX2171
 GX2171  NGVD 29 (??/??/92)  332.471  (m)         1090.78   (f) ADJ UNCH    2 0
 GX2171
 GX2171.Superseded values are not recommended for survey control.
 GX2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2171.See file dsdata.txt to determine how the superseded data were derived.
 GX2171
 GX2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB165661(NAD 83)
 GX2171_MARKER: DB = BENCH MARK DISK
 GX2171_SETTING: 66 = SET IN ROCK OUTCROP
 GX2171_SP_SET: ROCK CUT
 GX2171_STAMPING: S 161 1957
 GX2171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2171+STABILITY: POSITION/ELEVATION WELL
 GX2171
 GX2171  HISTORY     - Date     Condition        Report By
 GX2171  HISTORY     - 1957     MONUMENTED       CGS
 GX2171
 GX2171                          STATION DESCRIPTION
 GX2171
 GX2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2171'4.2 MI E FROM MOUNTAIN VIEW.
 GX2171'ABOUT 4.15 MILES EAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF
 GX2171'U.S. HIGHWAY 119 AT MOUNTAIN VIEW, ABOUT 0.55 MILE EAST OF A
 GX2171'15-FOOT BRIDGE OVER SMITH BRANCH, ABOUT 0.3 MILE WEST OF A CEMETERY
 GX2171'WHICH IS LOCATED NORTH OF HIGHWAY, ABOUT 42 YARDS EAST OF JUNCTION
 GX2171'OF A NARROW ROAD LEADING SOUTH, SET VERTICALLY IN THE SOUTH FACE
 GX2171'OF A ROCK CUT NORTH OF HIGHWAY, 16 FEET NORTH OF CENTER LINE OF
 GX2171'HIGHWAY, 78 FEET WEST OF EAST END OF ROCK CUT, ABOUT 56 YARDS WEST
 GX2171'OF THE EXTENDED CENTER LINE OF A DRIVE SOUTH TO A WHITE CONCRETE
 GX2171'BLOCK HOUSE, 2 FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL OF
 GX2171'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2400 ***********************************************************************
 GX2400  DESIGNATION -  S 162
 GX2400  PID         -  GX2400
 GX2400  STATE/COUNTY-  WV/MINGO
 GX2400  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2400
 GX2400                         *CURRENT SURVEY CONTROL
 GX2400  ___________________________________________________________________
 GX2400* NAD 83(1986)-  37 36 15.     (N)    081 55 55.     (W)     SCALED    
 GX2400* NAVD 88     -       439.442  (meters)    1441.74   (feet)  ADJUSTED  
 GX2400  ___________________________________________________________________
 GX2400  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX2400  DYNAMIC HT  -         439.104 (meters)    1440.63  (feet)  COMP
 GX2400  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 GX2400
 GX2400  VERT ORDER  -  SECOND    CLASS 0
 GX2400
 GX2400.The horizontal coordinates were scaled from a topographic map and have
 GX2400.an estimated accuracy of +/- 6 seconds.
 GX2400
 GX2400.The orthometric height was determined by differential leveling
 GX2400.and adjusted by the National Geodetic Survey in June 1991..
 GX2400
 GX2400.The geoid height was determined by GEOID03.
 GX2400
 GX2400.The dynamic height is computed by dividing the NAVD 88
 GX2400.geopotential number by the normal gravity value computed on the
 GX2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2400.degrees latitude (g = 980.6199 gals.).
 GX2400
 GX2400.The modeled gravity was interpolated from observed gravity values.
 GX2400
 GX2400;                    North         East    Units  Estimated Accuracy
 GX2400;SPC WV S     -    67,470.      517,710.      MT  (+/- 180 meters Scaled)
 GX2400
 GX2400                          SUPERSEDED SURVEY CONTROL
 GX2400
 GX2400  NGVD 29 (??/??/92)  439.648  (m)         1442.41   (f) ADJ UNCH    2 0
 GX2400
 GX2400.Superseded values are not recommended for survey control.
 GX2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2400.See file dsdata.txt to determine how the superseded data were derived.
 GX2400
 GX2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB177623(NAD 83)
 GX2400_MARKER: DB = BENCH MARK DISK
 GX2400_SETTING: 66 = SET IN ROCK OUTCROP
 GX2400_SP_SET: ROCK CLIFF
 GX2400_STAMPING: S 162 1957
 GX2400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2400+STABILITY: POSITION/ELEVATION WELL
 GX2400
 GX2400  HISTORY     - Date     Condition        Report By
 GX2400  HISTORY     - 1957     MONUMENTED       CGS
 GX2400
 GX2400                          STATION DESCRIPTION
 GX2400
 GX2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2400'5.9 MI NE FROM WHARNCLIFFE.
 GX2400'ABOUT 4.0 MILES NORTHEAST ALONG A BRANCH LINE OF THE NORFOLK AND
 GX2400'WESTERN RAILWAY FROM THE STATION AT WHARNCLIFFE, THENCE ABOUT
 GX2400'1.9 MILES NORTH ALONG A BLACK TOP ROAD, NEAR THE TOP OF MOUNTAIN
 GX2400'GAP, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CLIFF ON
 GX2400'SOUTHEAST SIDE OF MOUNTAIN, 14 FEET NORTHEAST OF CENTER LINE OF
 GX2400'ROAD, 45 FEET SOUTHEAST OF TOP OF GAP, 4 FEET SOUTHEAST OF
 GX2400'NORTHWEST END OF ROCK, 2 FEET ABOVE GROUND AND ABOUT 2 1/2
 GX2400'FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK MAY BE REACHED FROM
 GX2400'GILBERT BY GOING ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 52
 GX2400'FROM THE JUNCTION OF STATE HIGHWAY 80, THENCE ABOUT 1.85 MILES
 GX2400'SOUTHWEST ALONG A BLACK TOP ROAD FOLLOWING GILBERT CREEK, THENCE
 GX2400'ABOUT 1.8 MILES WEST AND SOUTHWEST ALONG A BLACK TOP ROAD LEADING
 GX2400'TO WHARNCLIFFE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1164 ***********************************************************************
 GX1164  DESIGNATION -  S 163
 GX1164  PID         -  GX1164
 GX1164  STATE/COUNTY-  WV/RALEIGH
 GX1164  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1164
 GX1164                         *CURRENT SURVEY CONTROL
 GX1164  ___________________________________________________________________
 GX1164* NAD 83(1986)-  37 42 10.     (N)    081 14 07.     (W)     SCALED    
 GX1164* NAVD 88     -       699.220  (meters)    2294.02   (feet)  ADJUSTED  
 GX1164  ___________________________________________________________________
 GX1164  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1164  DYNAMIC HT  -         698.636 (meters)    2292.11  (feet)  COMP
 GX1164  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GX1164
 GX1164  VERT ORDER  -  SECOND    CLASS 0
 GX1164
 GX1164.The horizontal coordinates were scaled from a topographic map and have
 GX1164.an estimated accuracy of +/- 6 seconds.
 GX1164
 GX1164.The orthometric height was determined by differential leveling
 GX1164.and adjusted by the National Geodetic Survey in June 1991..
 GX1164
 GX1164.The geoid height was determined by GEOID03.
 GX1164
 GX1164.The dynamic height is computed by dividing the NAVD 88
 GX1164.geopotential number by the normal gravity value computed on the
 GX1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1164.degrees latitude (g = 980.6199 gals.).
 GX1164
 GX1164.The modeled gravity was interpolated from observed gravity values.
 GX1164
 GX1164;                    North         East    Units  Estimated Accuracy
 GX1164;SPC WV S     -    78,030.      579,250.      MT  (+/- 180 meters Scaled)
 GX1164
 GX1164                          SUPERSEDED SURVEY CONTROL
 GX1164
 GX1164  NGVD 29 (??/??/92)  699.360  (m)         2294.48   (f) ADJ UNCH    2 0
 GX1164
 GX1164.Superseded values are not recommended for survey control.
 GX1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1164.See file dsdata.txt to determine how the superseded data were derived.
 GX1164
 GX1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB792728(NAD 83)
 GX1164_MARKER: DB = BENCH MARK DISK
 GX1164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1164_SP_SET: SEMAPHORE BASE
 GX1164_STAMPING: S 163 1960
 GX1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1164
 GX1164  HISTORY     - Date     Condition        Report By
 GX1164  HISTORY     - 1960     MONUMENTED       CGS
 GX1164
 GX1164                          STATION DESCRIPTION
 GX1164
 GX1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1164'0.9 MI E FROM SOPHIA.
 GX1164'ABOUT 0.9 MILE EAST ALONG THE VIRGINIAN RAILWAY FROM THE TOWN HALL
 GX1164'AT SOPHIA, IN THE TOP OF NORTHWEST CORNER OF A SEMAPHORE BASE, 178
 GX1164'FEET NORTH OF NORTH FACE OF A TUNNEL, 169 FEET SOUTH OF CENTER OF
 GX1164'A PRIVATE ROAD CROSSING, 9 1/2 FEET WEST OF WEST RAIL AND 1 FOOT
 GX1164'ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2227 ***********************************************************************
 HX2227  DESIGNATION -  S 175
 HX2227  PID         -  HX2227
 HX2227  STATE/COUNTY-  WV/BOONE
 HX2227  USGS QUAD   -  MADISON (1976)
 HX2227
 HX2227                         *CURRENT SURVEY CONTROL
 HX2227  ___________________________________________________________________
 HX2227* NAD 83(1986)-  38 06 07.     (N)    081 48 23.     (W)     SCALED    
 HX2227* NAVD 88     -       242.236  (meters)     794.74   (feet)  ADJUSTED  
 HX2227  ___________________________________________________________________
 HX2227  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HX2227  DYNAMIC HT  -         242.062 (meters)     794.17  (feet)  COMP
 HX2227  MODELED GRAV-     979,905.1   (mgal)                       NAVD 88
 HX2227
 HX2227  VERT ORDER  -  SECOND    CLASS 0
 HX2227
 HX2227.The horizontal coordinates were scaled from a topographic map and have
 HX2227.an estimated accuracy of +/- 6 seconds.
 HX2227
 HX2227.The orthometric height was determined by differential leveling
 HX2227.and adjusted by the National Geodetic Survey in June 1991..
 HX2227
 HX2227.The geoid height was determined by GEOID03.
 HX2227
 HX2227.The dynamic height is computed by dividing the NAVD 88
 HX2227.geopotential number by the normal gravity value computed on the
 HX2227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2227.degrees latitude (g = 980.6199 gals.).
 HX2227
 HX2227.The modeled gravity was interpolated from observed gravity values.
 HX2227
 HX2227;                    North         East    Units  Estimated Accuracy
 HX2227;SPC WV S     -   122,610.      529,280.      MT  (+/- 180 meters Scaled)
 HX2227
 HX2227                          SUPERSEDED SURVEY CONTROL
 HX2227
 HX2227  NGVD 29 (??/??/92)  242.442  (m)          795.41   (f) ADJ UNCH    2 0
 HX2227
 HX2227.Superseded values are not recommended for survey control.
 HX2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2227.See file dsdata.txt to determine how the superseded data were derived.
 HX2227
 HX2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC292174(NAD 83)
 HX2227_MARKER: DB = BENCH MARK DISK
 HX2227_SETTING: 66 = SET IN ROCK OUTCROP
 HX2227_SP_SET: ROCK CUT
 HX2227_STAMPING: S 175 1958
 HX2227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2227+STABILITY: POSITION/ELEVATION WELL
 HX2227
 HX2227  HISTORY     - Date     Condition        Report By
 HX2227  HISTORY     - 1958     MONUMENTED       CGS
 HX2227  HISTORY     - 1973     POOR             LOCENG
 HX2227
 HX2227                          STATION DESCRIPTION
 HX2227
 HX2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2227'2 MI E FROM ROCK CREEK.
 HX2227'ABOUT 1.95 MILES EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 HX2227'OF U.S. HIGHWAY 119 AT ROCK CREEK, 0.5 MILE WEST OF THE JUNCTION
 HX2227'OF PRICE ROAD LEADING SOUTH, SET VERTICALLY IN THE NORTH FACE
 HX2227'OF A 22-FOOT HIGH ROCK CUT, 5 FEET ABOVE THE BOTTOM OF A DITCH,
 HX2227'20 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY AND ON THE INSIDE
 HX2227'OF A CURVE, 30 YARDS EAST OF THE WEST END OF THE ROCKY PART OF
 HX2227'CUT, 2 1/2 FEET WEST OF A CORNER IN ROCK POINTING TOWARDS
 HX2227'THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX2227
 HX2227                          STATION RECOVERY (1973)
 HX2227
 HX2227'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2227'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1688 ***********************************************************************
 GX1688  DESIGNATION -  S 176
 GX1688  PID         -  GX1688
 GX1688  STATE/COUNTY-  WV/MCDOWELL
 GX1688  USGS QUAD   -  IAEGER (1976)
 GX1688
 GX1688                         *CURRENT SURVEY CONTROL
 GX1688  ___________________________________________________________________
 GX1688* NAD 83(1986)-  37 29 01.     (N)    081 48 51.     (W)     SCALED    
 GX1688* NAVD 88     -       327.559  (meters)    1074.67   (feet)  ADJUSTED  
 GX1688  ___________________________________________________________________
 GX1688  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX1688  DYNAMIC HT  -         327.299 (meters)    1073.81  (feet)  COMP
 GX1688  MODELED GRAV-     979,827.2   (mgal)                       NAVD 88
 GX1688
 GX1688  VERT ORDER  -  SECOND    CLASS 0
 GX1688
 GX1688.The horizontal coordinates were scaled from a topographic map and have
 GX1688.an estimated accuracy of +/- 6 seconds.
 GX1688
 GX1688.The orthometric height was determined by differential leveling
 GX1688.and adjusted by the National Geodetic Survey in June 1991..
 GX1688
 GX1688.The geoid height was determined by GEOID03.
 GX1688
 GX1688.The dynamic height is computed by dividing the NAVD 88
 GX1688.geopotential number by the normal gravity value computed on the
 GX1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1688.degrees latitude (g = 980.6199 gals.).
 GX1688
 GX1688.The modeled gravity was interpolated from observed gravity values.
 GX1688
 GX1688;                    North         East    Units  Estimated Accuracy
 GX1688;SPC WV S     -    53,990.      527,990.      MT  (+/- 180 meters Scaled)
 GX1688
 GX1688                          SUPERSEDED SURVEY CONTROL
 GX1688
 GX1688  NGVD 29 (??/??/92)  327.750  (m)         1075.29   (f) ADJ UNCH    2 0
 GX1688
 GX1688.Superseded values are not recommended for survey control.
 GX1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1688.See file dsdata.txt to determine how the superseded data were derived.
 GX1688
 GX1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB280488(NAD 83)
 GX1688_MARKER: DB = BENCH MARK DISK
 GX1688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1688_SP_SET: FOUNDATION
 GX1688_STAMPING: S 176 1958
 GX1688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1688
 GX1688  HISTORY     - Date     Condition        Report By
 GX1688  HISTORY     - 1958     MONUMENTED       CGS
 GX1688
 GX1688                          STATION DESCRIPTION
 GX1688
 GX1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1688'2 MI NW FROM IAEGER.
 GX1688'1.95 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE CROSSING
 GX1688'OF THE NORFOLK AND WESTERN RAILWAY AT IAEGER, 0.65 MILE SOUTHWEST
 GX1688'OF A 15-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 0.55 MILE
 GX1688'NORTHEAST OF A ROAD SOUTHWEST, ON THE NORTHEAST SLOPE OF A SHORT
 GX1688'HILL, 23 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GX1688'IN THE TOP OF THE WEST CORNER OF A SLOPING ROCK LEDGE 7-FOOT
 GX1688'LONG AND 4-FOOT HIGH IN A CUT, 96 FEET SOUTHWEST OF THE SOUTH
 GX1688'CORNER OF A SMALL BUILDING WITH A CONCRETE BLOCK FOUNDATION,
 GX1688'AND ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2463 ***********************************************************************
 GX2463  DESIGNATION -  S 177
 GX2463  PID         -  GX2463
 GX2463  STATE/COUNTY-  WV/WYOMING
 GX2463  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2463
 GX2463                         *CURRENT SURVEY CONTROL
 GX2463  ___________________________________________________________________
 GX2463* NAD 83(1986)-  37 35 15.     (N)    081 39 47.     (W)     SCALED    
 GX2463* NAVD 88     -       360.018  (meters)    1181.16   (feet)  ADJUSTED  
 GX2463  ___________________________________________________________________
 GX2463  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX2463  DYNAMIC HT  -         359.733 (meters)    1180.22  (feet)  COMP
 GX2463  MODELED GRAV-     979,829.7   (mgal)                       NAVD 88
 GX2463
 GX2463  VERT ORDER  -  SECOND    CLASS 0
 GX2463
 GX2463.The horizontal coordinates were scaled from a topographic map and have
 GX2463.an estimated accuracy of +/- 6 seconds.
 GX2463
 GX2463.The orthometric height was determined by differential leveling
 GX2463.and adjusted by the National Geodetic Survey in June 1991..
 GX2463
 GX2463.The geoid height was determined by GEOID03.
 GX2463
 GX2463.The dynamic height is computed by dividing the NAVD 88
 GX2463.geopotential number by the normal gravity value computed on the
 GX2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2463.degrees latitude (g = 980.6199 gals.).
 GX2463
 GX2463.The modeled gravity was interpolated from observed gravity values.
 GX2463
 GX2463;                    North         East    Units  Estimated Accuracy
 GX2463;SPC WV S     -    65,420.      541,440.      MT  (+/- 180 meters Scaled)
 GX2463
 GX2463                          SUPERSEDED SURVEY CONTROL
 GX2463
 GX2463  NGVD 29 (??/??/92)  360.198  (m)         1181.75   (f) ADJ UNCH    2 0
 GX2463
 GX2463.Superseded values are not recommended for survey control.
 GX2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2463.See file dsdata.txt to determine how the superseded data were derived.
 GX2463
 GX2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB414602(NAD 83)
 GX2463_MARKER: DB = BENCH MARK DISK
 GX2463_SETTING: 66 = SET IN ROCK OUTCROP
 GX2463_SP_SET: CUT
 GX2463_STAMPING: S 177 1958
 GX2463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2463+STABILITY: POSITION/ELEVATION WELL
 GX2463
 GX2463  HISTORY     - Date     Condition        Report By
 GX2463  HISTORY     - 1958     MONUMENTED       CGS
 GX2463  HISTORY     - 1963     GOOD             AEROS
 GX2463
 GX2463                          STATION DESCRIPTION
 GX2463
 GX2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2463'0.9 MI E FROM BAILEYVILLE.
 GX2463'ABOUT 0.9 MILE EAST ALONG A BLACK TOP ROAD TO PINEVILLE FROM THE
 GX2463'BRIDGE OVER GUYANDOT RIVER AT BAILEYSVILLE, ABOUT 125 YARDS EAST
 GX2463'OF THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTH TO DAVY, 15
 GX2463'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN
 GX2463'THE SOUTH FACE OF A LARGE ROCK CUT, 19 FEET WEST OF A JOG TO THE
 GX2463'NORTH IN THE CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2463
 GX2463                          STATION RECOVERY (1963)
 GX2463
 GX2463'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3170 ***********************************************************************
 GX3170  DESIGNATION -  S 177 RESET 1980
 GX3170  PID         -  GX3170
 GX3170  STATE/COUNTY-  WV/WYOMING
 GX3170  USGS QUAD   -  BAILEYSVILLE (1976)
 GX3170
 GX3170                         *CURRENT SURVEY CONTROL
 GX3170  ___________________________________________________________________
 GX3170* NAD 83(1986)-  37 35 15.     (N)    081 39 47.     (W)     SCALED    
 GX3170* NAVD 88     -       353.83   (meters)    1160.9    (feet)  RESET     
 GX3170  ___________________________________________________________________
 GX3170  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX3170
 GX3170  VERT ORDER  -  THIRD
 GX3170
 GX3170.The horizontal coordinates were scaled from a topographic map and have
 GX3170.an estimated accuracy of +/- 6 seconds.
 GX3170
 GX3170.The orthometric height was computed from unverified reset data.
 GX3170.No vertical observational check was made to the station.
 GX3170
 GX3170.The geoid height was determined by GEOID03.
 GX3170
 GX3170;                    North         East    Units  Estimated Accuracy
 GX3170;SPC WV S     -    65,420.      541,440.      MT  (+/- 180 meters Scaled)
 GX3170
 GX3170                          SUPERSEDED SURVEY CONTROL
 GX3170
 GX3170  NGVD 29 (09/25/03)  354.01   (m)         1161.4    (f) RESET       3  
 GX3170
 GX3170.Superseded values are not recommended for survey control.
 GX3170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3170.See file dsdata.txt to determine how the superseded data were derived.
 GX3170
 GX3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB414602(NAD 83)
 GX3170_MARKER: DB = BENCH MARK DISK
 GX3170_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX3170_SP_SET: HEADWALL
 GX3170_STAMPING: S 177 RESET 1980
 GX3170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3170+STABILITY: SURFACE MOTION
 GX3170
 GX3170  HISTORY     - Date     Condition        Report By
 GX3170  HISTORY     - 1980     MONUMENTED       WVHD
 GX3170
 GX3170                          STATION DESCRIPTION
 GX3170
 GX3170'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1980
 GX3170'0.85 MI EAST FROM BAILEYSVILLE.
 GX3170'0.85 MILE EAST ALONG STATE ROUTE 92 (BAILEYSVILLE-PINEVILLE ROAD)
 GX3170'FROM THE NEW BRIDGE OVER GUYANDOTTE RIVER IN BAILEYSVILLE, ABOUT
 GX3170'33 YARDS EAST OF THE JUNCTION OF WYOMING COUNTY ROUTE 14 LEADING
 GX3170'SOUTH TO DAVY, IN THE TOP OF AND CENTER OF NEW CONCRETE HEADWALL
 GX3170'OF A 60-INCH PIPE FOR DRAIN, AND 24.0 FEET NORTH OF THE CENTERLINE
 GX3170'OF HIGHWAY.
 GX3170'THE MARK IS 0.5 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1881 ***********************************************************************
 GX1881  DESIGNATION -  S 178
 GX1881  PID         -  GX1881
 GX1881  STATE/COUNTY-  WV/MCDOWELL
 GX1881  USGS QUAD   -  WAR (1977)
 GX1881
 GX1881                         *CURRENT SURVEY CONTROL
 GX1881  ___________________________________________________________________
 GX1881* NAD 83(1986)-  37 15 31.     (N)    081 39 20.     (W)     SCALED    
 GX1881* NAVD 88     -       466.954  (meters)    1532.00   (feet)  ADJUSTED  
 GX1881  ___________________________________________________________________
 GX1881  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX1881  DYNAMIC HT  -         466.552 (meters)    1530.68  (feet)  COMP
 GX1881  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 GX1881
 GX1881  VERT ORDER  -  SECOND    CLASS 0
 GX1881
 GX1881.The horizontal coordinates were scaled from a topographic map and have
 GX1881.an estimated accuracy of +/- 6 seconds.
 GX1881
 GX1881.The orthometric height was determined by differential leveling
 GX1881.and adjusted by the National Geodetic Survey in June 1991..
 GX1881
 GX1881.The geoid height was determined by GEOID03.
 GX1881
 GX1881.The dynamic height is computed by dividing the NAVD 88
 GX1881.geopotential number by the normal gravity value computed on the
 GX1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1881.degrees latitude (g = 980.6199 gals.).
 GX1881
 GX1881.The modeled gravity was interpolated from observed gravity values.
 GX1881
 GX1881;                    North         East    Units  Estimated Accuracy
 GX1881;SPC WV S     -    28,910.      541,840.      MT  (+/- 180 meters Scaled)
 GX1881
 GX1881                          SUPERSEDED SURVEY CONTROL
 GX1881
 GX1881  NGVD 29 (??/??/92)  467.096  (m)         1532.46   (f) ADJ UNCH    2 0
 GX1881
 GX1881.Superseded values are not recommended for survey control.
 GX1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1881.See file dsdata.txt to determine how the superseded data were derived.
 GX1881
 GX1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB418237(NAD 83)
 GX1881_MARKER: DB = BENCH MARK DISK
 GX1881_SETTING: 66 = SET IN ROCK OUTCROP
 GX1881_SP_SET: SET IN ROCK OUTCROP
 GX1881_STAMPING: S 178 1958
 GX1881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1881+STABILITY: POSITION/ELEVATION WELL
 GX1881
 GX1881  HISTORY     - Date     Condition        Report By
 GX1881  HISTORY     - 1958     MONUMENTED       CGS
 GX1881
 GX1881                          STATION DESCRIPTION
 GX1881
 GX1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1881'0.8 MI S FROM BERWIND.
 GX1881'0.85 MILE SOUTH ALONG A BLACK TOP ROAD TO CANEBRAKE FROM THE
 GX1881'METHODIST CHURCH AT BERWIND, 0.85 MILE NORTHWEST OF A 60-FOOT
 GX1881'BRIDGE OVER DRY FORK, ON THE NORTHWEST SLOPE OF A HILL AND
 GX1881'NEAR THE TOP OF THE HILL, 15 FEET SOUTHWEST OF CENTER LINE OF
 GX1881'ROAD, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK CUT, 105
 GX1881'FEET NORTHWEST OF THE SOUTHEAST END OF THE ROCK, AND ABOUT
 GX1881'2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1905 ***********************************************************************
 GX1905  DESIGNATION -  S 179
 GX1905  PID         -  GX1905
 GX1905  STATE/COUNTY-  WV/MCDOWELL
 GX1905  USGS QUAD   -  BRADSHAW (1977)
 GX1905
 GX1905                         *CURRENT SURVEY CONTROL
 GX1905  ___________________________________________________________________
 GX1905* NAD 83(1986)-  37 21 04.     (N)    081 48 03.     (W)     SCALED    
 GX1905* NAVD 88     -       359.864  (meters)    1180.65   (feet)  ADJUSTED  
 GX1905  ___________________________________________________________________
 GX1905  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1905  DYNAMIC HT  -         359.571 (meters)    1179.69  (feet)  COMP
 GX1905  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 GX1905
 GX1905  VERT ORDER  -  SECOND    CLASS 0
 GX1905
 GX1905.The horizontal coordinates were scaled from a topographic map and have
 GX1905.an estimated accuracy of +/- 6 seconds.
 GX1905
 GX1905.The orthometric height was determined by differential leveling
 GX1905.and adjusted by the National Geodetic Survey in June 1991..
 GX1905
 GX1905.The geoid height was determined by GEOID03.
 GX1905
 GX1905.The dynamic height is computed by dividing the NAVD 88
 GX1905.geopotential number by the normal gravity value computed on the
 GX1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1905.degrees latitude (g = 980.6199 gals.).
 GX1905
 GX1905.The modeled gravity was interpolated from observed gravity values.
 GX1905
 GX1905;                    North         East    Units  Estimated Accuracy
 GX1905;SPC WV S     -    39,280.      529,040.      MT  (+/- 180 meters Scaled)
 GX1905
 GX1905                          SUPERSEDED SURVEY CONTROL
 GX1905
 GX1905  NGVD 29 (??/??/92)  360.043  (m)         1181.24   (f) ADJ UNCH    2 0
 GX1905
 GX1905.Superseded values are not recommended for survey control.
 GX1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1905.See file dsdata.txt to determine how the superseded data were derived.
 GX1905
 GX1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB290341(NAD 83)
 GX1905_MARKER: DB = BENCH MARK DISK
 GX1905_SETTING: 66 = SET IN ROCK OUTCROP
 GX1905_SP_SET: SET IN ROCK OUTCROP
 GX1905_STAMPING: S 179 1958
 GX1905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1905+STABILITY: POSITION/ELEVATION WELL
 GX1905
 GX1905  HISTORY     - Date     Condition        Report By
 GX1905  HISTORY     - 1958     MONUMENTED       CGS
 GX1905
 GX1905                          STATION DESCRIPTION
 GX1905
 GX1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1905'AT BRADSHAW.
 GX1905'AT BRADSHAW, ALONG STATE HIGHWAY 80, ABOUT 80 YARDS NORTH OF THE
 GX1905'JUNCTION OF STATE HIGHWAY 83, SET VERTICALLY IN THE SOUTHEAST
 GX1905'FACE OF A ROCK CUT, 21 FEET NORTHWEST OF THE CENTER LINE OF THE
 GX1905'HIGHWAY, 42 FEET NORTH AND ACROSS THE HIGHWAY FROM THE NORTHEAST
 GX1905'CORNER OF A 75-FOOT BRIDGE OVER MIDDLE FORK CREEK, 2 1/2 FEET
 GX1905'ABOVE THE GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2479 ***********************************************************************
 GX2479  DESIGNATION -  S 180
 GX2479  PID         -  GX2479
 GX2479  STATE/COUNTY-  WV/WYOMING
 GX2479  USGS QUAD   -  MATHENY (1976)
 GX2479
 GX2479                         *CURRENT SURVEY CONTROL
 GX2479  ___________________________________________________________________
 GX2479* NAD 83(1986)-  37 41 21.     (N)    081 31 01.     (W)     SCALED    
 GX2479* NAVD 88     -       452.256  (meters)    1483.78   (feet)  ADJUSTED  
 GX2479  ___________________________________________________________________
 GX2479  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX2479  DYNAMIC HT  -         451.892 (meters)    1482.58  (feet)  COMP
 GX2479  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 GX2479
 GX2479  VERT ORDER  -  SECOND    CLASS 0
 GX2479
 GX2479.The horizontal coordinates were scaled from a topographic map and have
 GX2479.an estimated accuracy of +/- 6 seconds.
 GX2479
 GX2479.The orthometric height was determined by differential leveling
 GX2479.and adjusted by the National Geodetic Survey in June 1991..
 GX2479
 GX2479.The geoid height was determined by GEOID03.
 GX2479
 GX2479.The dynamic height is computed by dividing the NAVD 88
 GX2479.geopotential number by the normal gravity value computed on the
 GX2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2479.degrees latitude (g = 980.6199 gals.).
 GX2479
 GX2479.The modeled gravity was interpolated from observed gravity values.
 GX2479
 GX2479;                    North         East    Units  Estimated Accuracy
 GX2479;SPC WV S     -    76,620.      554,410.      MT  (+/- 180 meters Scaled)
 GX2479
 GX2479                          SUPERSEDED SURVEY CONTROL
 GX2479
 GX2479  NGVD 29 (??/??/92)  452.420  (m)         1484.31   (f) ADJ UNCH    2 0
 GX2479
 GX2479.Superseded values are not recommended for survey control.
 GX2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2479.See file dsdata.txt to determine how the superseded data were derived.
 GX2479
 GX2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB544714(NAD 83)
 GX2479_MARKER: DB = BENCH MARK DISK
 GX2479_SETTING: 80 = SET IN A BOULDER
 GX2479_STAMPING: S 180 1958
 GX2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2479+STABILITY: SURFACE MOTION
 GX2479
 GX2479  HISTORY     - Date     Condition        Report By
 GX2479  HISTORY     - 1958     MONUMENTED       CGS
 GX2479
 GX2479                          STATION DESCRIPTION
 GX2479
 GX2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2479'1.4 MI NW FROM GLEN MORRISON.
 GX2479'ABOUT 1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD TO JESSE FROM
 GX2479'THE BRIDGE OVER LAUREL FORK CREEK AT GLEN MORRISON, 0.2 MILE
 GX2479'NORTHEAST OF A 75-FOOT BRIDGE OVER LAUREL FORK, ON THE INSIDE OF
 GX2479'A SHARP CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST, SET
 GX2479'IN A HOLE CHISELED OUT IN THE TOP OF A SLOPING BOULDER 8-BY
 GX2479'8-FEET, 24 FEET SOUTHWEST OF CENTER LINE OF ROAD, 2 1/2 FEET
 GX2479'SOUTHEAST OF THE NORTHWEST EDGE OF THE BOULDER, AND ABOUT 5 FEET
 GX2479'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1226 ***********************************************************************
 GX1226  DESIGNATION -  S 181 RESET 1965
 GX1226  PID         -  GX1226
 GX1226  STATE/COUNTY-  WV/WYOMING
 GX1226  USGS QUAD   -  MC GRAWS (1976)
 GX1226
 GX1226                         *CURRENT SURVEY CONTROL
 GX1226  ___________________________________________________________________
 GX1226* NAD 83(1986)-  37 39 20.     (N)    081 26 48.     (W)     SCALED    
 GX1226* NAVD 88     -       696.28   (+/-2cm)    2284.4    (feet)  VERTCON   
 GX1226  ___________________________________________________________________
 GX1226  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX1226
 GX1226  VERT ORDER  -  THIRD (See Below)
 GX1226
 GX1226.The horizontal coordinates were scaled from a topographic map and have
 GX1226.an estimated accuracy of +/- 6 seconds.
 GX1226
 GX1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX1226.The vertical order pertains to the NGVD 29 superseded value.
 GX1226
 GX1226.The geoid height was determined by GEOID03.
 GX1226
 GX1226;                    North         East    Units  Estimated Accuracy
 GX1226;SPC WV S     -    72,850.      560,590.      MT  (+/- 180 meters Scaled)
 GX1226
 GX1226                          SUPERSEDED SURVEY CONTROL
 GX1226
 GX1226  NGVD 29 (09/25/03)  696.44   (m)         2284.9    (f) RESET       3  
 GX1226
 GX1226.Superseded values are not recommended for survey control.
 GX1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1226.See file dsdata.txt to determine how the superseded data were derived.
 GX1226
 GX1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB606676(NAD 83)
 GX1226_MARKER: DD = SURVEY DISK
 GX1226_SETTING: 66 = SET IN ROCK OUTCROP
 GX1226_SP_SET: ROCK CUT
 GX1226_STAMPING: S 181 RESET 1965
 GX1226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1226+STABILITY: POSITION/ELEVATION WELL
 GX1226
 GX1226  HISTORY     - Date     Condition        Report By
 GX1226  HISTORY     - 1965     MONUMENTED       CGS
 GX1226  HISTORY     - 1968     GOOD             WVHD
 GX1226
 GX1226                          STATION DESCRIPTION
 GX1226
 GX1226'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1968
 GX1226'4 MI NW FROM MABEN.
 GX1226'ORIGINAL DESCRIPTION-- ABOUT 4.05 NORTHWEST ALONG A BLACK TOP ROAD TO
 GX1226'MC GRAWS FROM THE POST OFFICE AT MABEN, ALSO 3.7 MILES SOUTHEAST ALONG
 GX1226'A BLACKTOP ROAD TO MABEN FROM THE JOHN MC GRAW SCHOOL AT MC GRAWS,
 GX1226'ABOUT 50 YARDS NORTHEAST OF A NARROW ROAD LEADING SOUTH AND UPHILL,
 GX1226'AND FROM THE CENTER OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 GX1226'NORTHWEST, ON THE NORTHEAST SLOPE OF A HILL, SET VERTICALLY IN
 GX1226'THE SOUTHEAST FACE OF A ROCK CUT, 19 FEET NORTHWEST OF THE CENTER
 GX1226'LINE OF THE ROAD, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
 GX1226'NOTE-- THE RESET MARK IS IN THE IMMEDIATE VICINITY OF THE
 GX1226'DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1350 ***********************************************************************
 GX1350  DESIGNATION -  S 182
 GX1350  PID         -  GX1350
 GX1350  STATE/COUNTY-  WV/MCDOWELL
 GX1350  USGS QUAD   -  ANAWALT (1977)
 GX1350
 GX1350                         *CURRENT SURVEY CONTROL
 GX1350  ___________________________________________________________________
 GX1350* NAD 83(1986)-  37 17 27.     (N)    081 26 17.     (W)     SCALED    
 GX1350* NAVD 88     -       595.013  (meters)    1952.14   (feet)  ADJUSTED  
 GX1350  ___________________________________________________________________
 GX1350  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX1350  DYNAMIC HT  -         594.492 (meters)    1950.43  (feet)  COMP
 GX1350  MODELED GRAV-     979,736.1   (mgal)                       NAVD 88
 GX1350
 GX1350  VERT ORDER  -  SECOND    CLASS 0
 GX1350
 GX1350.The horizontal coordinates were scaled from a topographic map and have
 GX1350.an estimated accuracy of +/- 6 seconds.
 GX1350
 GX1350.The orthometric height was determined by differential leveling
 GX1350.and adjusted by the National Geodetic Survey in June 1991..
 GX1350
 GX1350.The geoid height was determined by GEOID03.
 GX1350
 GX1350.The dynamic height is computed by dividing the NAVD 88
 GX1350.geopotential number by the normal gravity value computed on the
 GX1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1350.degrees latitude (g = 980.6199 gals.).
 GX1350
 GX1350.The modeled gravity was interpolated from observed gravity values.
 GX1350
 GX1350;                    North         East    Units  Estimated Accuracy
 GX1350;SPC WV S     -    32,370.      561,160.      MT  (+/- 180 meters Scaled)
 GX1350
 GX1350                          SUPERSEDED SURVEY CONTROL
 GX1350
 GX1350  NGVD 29 (??/??/92)  595.138  (m)         1952.55   (f) ADJ UNCH    2 0
 GX1350
 GX1350.Superseded values are not recommended for survey control.
 GX1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1350.See file dsdata.txt to determine how the superseded data were derived.
 GX1350
 GX1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB611272(NAD 83)
 GX1350_MARKER: DB = BENCH MARK DISK
 GX1350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1350_SP_SET: BRIDGE
 GX1350_STAMPING: S 182 1958
 GX1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1350
 GX1350  HISTORY     - Date     Condition        Report By
 GX1350  HISTORY     - 1958     MONUMENTED       CGS
 GX1350
 GX1350                          STATION DESCRIPTION
 GX1350
 GX1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1350'0.5 MI SW FROM JENKINJONES.
 GX1350'ABOUT 0.5 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE ROAD FORK
 GX1350'AT JENKINJONES, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST
 GX1350'GUARD RAIL FOR A 15-FOOT BRIDGE OVER A SMALL STREAM, 9 FEET
 GX1350'SOUTHEAST OF THE CENTER LINE OF ROAD, 1 FOOT SOUTHWEST OF THE
 GX1350'NORTHEAST END OF THE GUARD RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL
 GX1350'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1190 ***********************************************************************
 GX1190  DESIGNATION -  S 183
 GX1190  PID         -  GX1190
 GX1190  STATE/COUNTY-  WV/RALEIGH
 GX1190  USGS QUAD   -  LESTER (1976)
 GX1190
 GX1190                         *CURRENT SURVEY CONTROL
 GX1190  ___________________________________________________________________
 GX1190* NAD 83(1986)-  37 41 02.     (N)    081 18 06.     (W)     SCALED    
 GX1190* NAVD 88     -       646.921  (meters)    2122.44   (feet)  ADJUSTED  
 GX1190  ___________________________________________________________________
 GX1190  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1190  DYNAMIC HT  -         646.394 (meters)    2120.71  (feet)  COMP
 GX1190  MODELED GRAV-     979,794.3   (mgal)                       NAVD 88
 GX1190
 GX1190  VERT ORDER  -  SECOND    CLASS 0
 GX1190
 GX1190.The horizontal coordinates were scaled from a topographic map and have
 GX1190.an estimated accuracy of +/- 6 seconds.
 GX1190
 GX1190.The orthometric height was determined by differential leveling
 GX1190.and adjusted by the National Geodetic Survey in June 1991..
 GX1190
 GX1190.The geoid height was determined by GEOID03.
 GX1190
 GX1190.The dynamic height is computed by dividing the NAVD 88
 GX1190.geopotential number by the normal gravity value computed on the
 GX1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1190.degrees latitude (g = 980.6199 gals.).
 GX1190
 GX1190.The modeled gravity was interpolated from observed gravity values.
 GX1190
 GX1190;                    North         East    Units  Estimated Accuracy
 GX1190;SPC WV S     -    75,950.      573,390.      MT  (+/- 180 meters Scaled)
 GX1190
 GX1190                          SUPERSEDED SURVEY CONTROL
 GX1190
 GX1190  NGVD 29 (??/??/92)  647.082  (m)         2122.97   (f) ADJ UNCH    2 0
 GX1190
 GX1190.Superseded values are not recommended for survey control.
 GX1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1190.See file dsdata.txt to determine how the superseded data were derived.
 GX1190
 GX1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB734707(NAD 83)
 GX1190_MARKER: DB = BENCH MARK DISK
 GX1190_SETTING: 66 = SET IN ROCK OUTCROP
 GX1190_SP_SET: ROCK
 GX1190_STAMPING: S 183 1958
 GX1190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1190+STABILITY: POSITION/ELEVATION WELL
 GX1190
 GX1190  HISTORY     - Date     Condition        Report By
 GX1190  HISTORY     - 1958     MONUMENTED       CGS
 GX1190
 GX1190                          STATION DESCRIPTION
 GX1190
 GX1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1190'1.4 MI N FROM TAMS.
 GX1190'ABOUT 1.35 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE VIRGINIAN
 GX1190'RAILWAY STATION AT TAMS, ON THE INSIDE OF A LONG CURVE WITH
 GX1190'TANGENTS EXTENDING SOUTH AND NORTHWEST, SET VERTICALLY IN THE
 GX1190'EAST FACE OF A V SHAPED ROCK THAT IS PART OF A ROCK CUT, 14
 GX1190'FEET WEST OF CENTER LINE OF HIGHWAY, 57 FEET SOUTHEAST OF THE
 GX1190'SOUTHWEST END OF A 24-INCH PIPE CULVERT WHICH IS ALSO THE
 GX1190'NORTHWEST END OF THE ROCK, AND ABOUT 2 1/2 FEET ABOVE THE
 GX1190'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2067 ***********************************************************************
 GX2067  DESIGNATION -  S 184
 GX2067  PID         -  GX2067
 GX2067  STATE/COUNTY-  WV/MCDOWELL
 GX2067  USGS QUAD   -  WAR (1977)
 GX2067
 GX2067                         *CURRENT SURVEY CONTROL
 GX2067  ___________________________________________________________________
 GX2067* NAD 83(1986)-  37 18 09.     (N)    081 38 46.     (W)     SCALED    
 GX2067* NAVD 88     -       468.195  (meters)    1536.07   (feet)  ADJUSTED  
 GX2067  ___________________________________________________________________
 GX2067  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX2067  DYNAMIC HT  -         467.801 (meters)    1534.78  (feet)  COMP
 GX2067  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 GX2067
 GX2067  VERT ORDER  -  SECOND    CLASS 0
 GX2067
 GX2067.The horizontal coordinates were scaled from a topographic map and have
 GX2067.an estimated accuracy of +/- 6 seconds.
 GX2067
 GX2067.The orthometric height was determined by differential leveling
 GX2067.and adjusted by the National Geodetic Survey in June 1991..
 GX2067
 GX2067.The geoid height was determined by GEOID03.
 GX2067
 GX2067.The dynamic height is computed by dividing the NAVD 88
 GX2067.geopotential number by the normal gravity value computed on the
 GX2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2067.degrees latitude (g = 980.6199 gals.).
 GX2067
 GX2067.The modeled gravity was interpolated from observed gravity values.
 GX2067
 GX2067;                    North         East    Units  Estimated Accuracy
 GX2067;SPC WV S     -    33,770.      542,720.      MT  (+/- 180 meters Scaled)
 GX2067
 GX2067                          SUPERSEDED SURVEY CONTROL
 GX2067
 GX2067  NGVD 29 (??/??/92)  468.348  (m)         1536.57   (f) ADJ UNCH    2 0
 GX2067
 GX2067.Superseded values are not recommended for survey control.
 GX2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2067.See file dsdata.txt to determine how the superseded data were derived.
 GX2067
 GX2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB427286(NAD 83)
 GX2067_MARKER: DB = BENCH MARK DISK
 GX2067_SETTING: 66 = SET IN ROCK OUTCROP
 GX2067_SP_SET: OUTCROP
 GX2067_STAMPING: S 184 1958
 GX2067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2067+STABILITY: POSITION/ELEVATION WELL
 GX2067
 GX2067  HISTORY     - Date     Condition        Report By
 GX2067  HISTORY     - 1958     MONUMENTED       CGS
 GX2067
 GX2067                          STATION DESCRIPTION
 GX2067
 GX2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2067'5.4 MI E FROM WAR.
 GX2067'4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 GX2067'AT WAR, THENCE 0.95 MILE NORTHEAST ALONG A GRADED ROAD TO REAM,
 GX2067'ON THE INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTH AND
 GX2067'SOUTHWEST, ON THE SOUTHWEST SLOPE AND NEAR THE SUMMIT OF A HILL,
 GX2067'11 FEET WEST OF CENTER LINE OF ROAD, SET VERTICALLY IN THE EAST
 GX2067'FACE OF A ROCK CUT, 9 FEET SOUTH OF THE NORTH END OF THE MAIN
 GX2067'PART OF THE ROCK CUT, 105 FEET SOUTH OF THE SUMMIT OF THE HILL,
 GX2067'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2254 ***********************************************************************
 HX2254  DESIGNATION -  S 185
 HX2254  PID         -  HX2254
 HX2254  STATE/COUNTY-  WV/BOONE
 HX2254  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2254
 HX2254                         *CURRENT SURVEY CONTROL
 HX2254  ___________________________________________________________________
 HX2254* NAD 83(1986)-  38 04 32.     (N)    081 38 18.     (W)     SCALED    
 HX2254* NAVD 88     -       224.777  (meters)     737.46   (feet)  ADJUSTED  
 HX2254  ___________________________________________________________________
 HX2254  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HX2254  DYNAMIC HT  -         224.611 (meters)     736.91  (feet)  COMP
 HX2254  MODELED GRAV-     979,883.3   (mgal)                       NAVD 88
 HX2254
 HX2254  VERT ORDER  -  SECOND    CLASS 0
 HX2254
 HX2254.The horizontal coordinates were scaled from a topographic map and have
 HX2254.an estimated accuracy of +/- 6 seconds.
 HX2254
 HX2254.The orthometric height was determined by differential leveling
 HX2254.and adjusted by the National Geodetic Survey in June 1991..
 HX2254
 HX2254.The geoid height was determined by GEOID03.
 HX2254
 HX2254.The dynamic height is computed by dividing the NAVD 88
 HX2254.geopotential number by the normal gravity value computed on the
 HX2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2254.degrees latitude (g = 980.6199 gals.).
 HX2254
 HX2254.The modeled gravity was interpolated from observed gravity values.
 HX2254
 HX2254;                    North         East    Units  Estimated Accuracy
 HX2254;SPC WV S     -   119,570.      544,000.      MT  (+/- 180 meters Scaled)
 HX2254
 HX2254                          SUPERSEDED SURVEY CONTROL
 HX2254
 HX2254  NGVD 29 (??/??/92)  224.975  (m)          738.11   (f) ADJ UNCH    2 0
 HX2254
 HX2254.Superseded values are not recommended for survey control.
 HX2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2254.See file dsdata.txt to determine how the superseded data were derived.
 HX2254
 HX2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC440143(NAD 83)
 HX2254_MARKER: DB = BENCH MARK DISK
 HX2254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2254_SP_SET: ABUTMENT
 HX2254_STAMPING: S 185 1958
 HX2254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2254
 HX2254  HISTORY     - Date     Condition        Report By
 HX2254  HISTORY     - 1958     MONUMENTED       CGS
 HX2254
 HX2254                          STATION DESCRIPTION
 HX2254
 HX2254'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2254'2.8 MI SW FROM SETH.
 HX2254'ABOUT 2.75 MILES SOUTHWEST ALONG A BLACK TOP ROAD TO HOPKINS
 HX2254'FORK FROM THE CHESAPEAKE AND OHIO RAILWAY OVERPASS AT SETH,
 HX2254'7 1/2 FEET SOUTHWEST OF CENTER LINE OF ROAD, IN TOP OF THE
 HX2254'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF STEEL BRIDGE
 HX2254'OVER LAUREL CREEK JUST ABOVE CONFLUENCE OF HOPKINS FORK, AND
 HX2254'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2394 ***********************************************************************
 GX2394  DESIGNATION -  S 186
 GX2394  PID         -  GX2394
 GX2394  STATE/COUNTY-  WV/BOONE
 GX2394  USGS QUAD   -  WHARTON (1988)
 GX2394
 GX2394                         *CURRENT SURVEY CONTROL
 GX2394  ___________________________________________________________________
 GX2394* NAD 83(1986)-  37 56 13.     (N)    081 42 41.     (W)     SCALED    
 GX2394* NAVD 88     -       293.433  (meters)     962.70   (feet)  ADJUSTED  
 GX2394  ___________________________________________________________________
 GX2394  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GX2394  DYNAMIC HT  -         293.218 (meters)     962.00  (feet)  COMP
 GX2394  MODELED GRAV-     979,890.3   (mgal)                       NAVD 88
 GX2394
 GX2394  VERT ORDER  -  SECOND    CLASS 0
 GX2394
 GX2394.The horizontal coordinates were scaled from a topographic map and have
 GX2394.an estimated accuracy of +/- 6 seconds.
 GX2394
 GX2394.The orthometric height was determined by differential leveling
 GX2394.and adjusted by the National Geodetic Survey in June 1991..
 GX2394
 GX2394.The geoid height was determined by GEOID03.
 GX2394
 GX2394.The dynamic height is computed by dividing the NAVD 88
 GX2394.geopotential number by the normal gravity value computed on the
 GX2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2394.degrees latitude (g = 980.6199 gals.).
 GX2394
 GX2394.The modeled gravity was interpolated from observed gravity values.
 GX2394
 GX2394;                    North         East    Units  Estimated Accuracy
 GX2394;SPC WV S     -   104,230.      537,470.      MT  (+/- 180 meters Scaled)
 GX2394
 GX2394                          SUPERSEDED SURVEY CONTROL
 GX2394
 GX2394  NGVD 29 (??/??/92)  293.639  (m)          963.38   (f) ADJ UNCH    2 0
 GX2394
 GX2394.Superseded values are not recommended for survey control.
 GX2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2394.See file dsdata.txt to determine how the superseded data were derived.
 GX2394
 GX2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB374990(NAD 83)
 GX2394_MARKER: DB = BENCH MARK DISK
 GX2394_SETTING: 66 = SET IN ROCK OUTCROP
 GX2394_SP_SET: ROCK CUT
 GX2394_STAMPING: S 186 1958
 GX2394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2394+STABILITY: POSITION/ELEVATION WELL
 GX2394
 GX2394  HISTORY     - Date     Condition        Report By
 GX2394  HISTORY     - 1958     MONUMENTED       CGS
 GX2394  HISTORY     - 1973     POOR             LOCENG
 GX2394
 GX2394                          STATION DESCRIPTION
 GX2394
 GX2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2394'0.3 MI SW FROM CASEY.
 GX2394'ABOUT 0.3 MILE SOUTHWEST AND UPHILL ALONG A GRAVEL ROAD FROM
 GX2394'THE JUNCTION OF STATE HIGHWAY 79 AT THE CONFLUENCE OF CASEY
 GX2394'CREEK AND POLE FORK AT CASEY, SET VERTICALLY IN THE SOUTH-SOUTHEAST
 GX2394'FACE OF A 13-FOOT HIGH ROCK CUT, 5 FEET ABOVE THE BOTTOM OF A
 GX2394'DITCH, 13 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD,
 GX2394'108 FEET NORTHEAST AND DOWNHILL FROM THE WEST END OF A STONE
 GX2394'CULVERT FOR A CREEK BRANCH UNDER THE ROAD AND AT A HAIRPIN
 GX2394'CURVE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2394
 GX2394                          STATION RECOVERY (1973)
 GX2394
 GX2394'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2394'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2325 ***********************************************************************
 GX2325  DESIGNATION -  S 187
 GX2325  PID         -  GX2325
 GX2325  STATE/COUNTY-  WV/BOONE
 GX2325  USGS QUAD   -  WHITESVILLE (1988)
 GX2325
 GX2325                         *CURRENT SURVEY CONTROL
 GX2325  ___________________________________________________________________
 GX2325* NAD 83(1986)-  37 57 36.     (N)    081 34 13.     (W)     SCALED    
 GX2325* NAVD 88     -       365.618  (meters)    1199.53   (feet)  ADJUSTED  
 GX2325  ___________________________________________________________________
 GX2325  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GX2325  DYNAMIC HT  -         365.347 (meters)    1198.64  (feet)  COMP
 GX2325  MODELED GRAV-     979,879.6   (mgal)                       NAVD 88
 GX2325
 GX2325  VERT ORDER  -  SECOND    CLASS 0
 GX2325
 GX2325.The horizontal coordinates were scaled from a topographic map and have
 GX2325.an estimated accuracy of +/- 6 seconds.
 GX2325
 GX2325.The orthometric height was determined by differential leveling
 GX2325.and adjusted by the National Geodetic Survey in June 1991..
 GX2325
 GX2325.The geoid height was determined by GEOID03.
 GX2325
 GX2325.The dynamic height is computed by dividing the NAVD 88
 GX2325.geopotential number by the normal gravity value computed on the
 GX2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2325.degrees latitude (g = 980.6199 gals.).
 GX2325
 GX2325.The modeled gravity was interpolated from observed gravity values.
 GX2325
 GX2325;                    North         East    Units  Estimated Accuracy
 GX2325;SPC WV S     -   106,700.      549,890.      MT  (+/- 180 meters Scaled)
 GX2325
 GX2325                          SUPERSEDED SURVEY CONTROL
 GX2325
 GX2325  NGVD 29 (??/??/92)  365.814  (m)         1200.17   (f) ADJ UNCH    2 0
 GX2325
 GX2325.Superseded values are not recommended for survey control.
 GX2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2325.See file dsdata.txt to determine how the superseded data were derived.
 GX2325
 GX2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC499015(NAD 83)
 GX2325_MARKER: DB = BENCH MARK DISK
 GX2325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2325_SP_SET: WELL CURBING
 GX2325_STAMPING: S 187 1958
 GX2325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2325
 GX2325  HISTORY     - Date     Condition        Report By
 GX2325  HISTORY     - 1958     MONUMENTED       CGS
 GX2325
 GX2325                          STATION DESCRIPTION
 GX2325
 GX2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2325'3 MI SW FROM WHITESVILLE.
 GX2325'ABOUT 3.05 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GX2325'JUNCTION OF STATE HIGHWAY 3 AT WHITESVILLE, IN THE JUNCTION OF
 GX2325'A TRIANGLE FORMED BY A ROAD LEADING SOUTH INTO A FORK OF ELK RUN,
 GX2325'42 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE
 GX2325'SOUTHWEST CORNER OF CONCRETE WELL CURBING, 2 FEET SOUTHWEST OF
 GX2325'IRON PUMP, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2128 ***********************************************************************
 GX2128  DESIGNATION -  S 188
 GX2128  PID         -  GX2128
 GX2128  STATE/COUNTY-  WV/BOONE
 GX2128  USGS QUAD   -  LORADO (1989)
 GX2128
 GX2128                         *CURRENT SURVEY CONTROL
 GX2128  ___________________________________________________________________
 GX2128* NAD 83(1986)-  37 51 08.     (N)    081 37 43.     (W)     SCALED    
 GX2128* NAVD 88     -       350.358  (meters)    1149.47   (feet)  ADJUSTED  
 GX2128  ___________________________________________________________________
 GX2128  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX2128  DYNAMIC HT  -         350.092 (meters)    1148.59  (feet)  COMP
 GX2128  MODELED GRAV-     979,859.1   (mgal)                       NAVD 88
 GX2128
 GX2128  VERT ORDER  -  SECOND    CLASS 0
 GX2128
 GX2128.The horizontal coordinates were scaled from a topographic map and have
 GX2128.an estimated accuracy of +/- 6 seconds.
 GX2128
 GX2128.The orthometric height was determined by differential leveling
 GX2128.and adjusted by the National Geodetic Survey in June 1991..
 GX2128
 GX2128.The geoid height was determined by GEOID03.
 GX2128
 GX2128.The dynamic height is computed by dividing the NAVD 88
 GX2128.geopotential number by the normal gravity value computed on the
 GX2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2128.degrees latitude (g = 980.6199 gals.).
 GX2128
 GX2128.The modeled gravity was interpolated from observed gravity values.
 GX2128
 GX2128;                    North         East    Units  Estimated Accuracy
 GX2128;SPC WV S     -    94,770.      544,680.      MT  (+/- 180 meters Scaled)
 GX2128
 GX2128                          SUPERSEDED SURVEY CONTROL
 GX2128
 GX2128  NGVD 29 (??/??/92)  350.544  (m)         1150.08   (f) ADJ UNCH    2 0
 GX2128
 GX2128.Superseded values are not recommended for survey control.
 GX2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2128.See file dsdata.txt to determine how the superseded data were derived.
 GX2128
 GX2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB446896(NAD 83)
 GX2128_MARKER: DB = BENCH MARK DISK
 GX2128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2128_SP_SET: BRIDGE
 GX2128_STAMPING: S 188 1958
 GX2128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2128
 GX2128  HISTORY     - Date     Condition        Report By
 GX2128  HISTORY     - 1958     MONUMENTED       CGS
 GX2128
 GX2128                          STATION DESCRIPTION
 GX2128
 GX2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2128'1.4 MI SE FROM BALD KNOB.
 GX2128'ABOUT 1.45 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE BRIDGE
 GX2128'OVER JAMES BRANCH AT BALD KNOB, 1.55 MILES NORTHWEST OF CONCRETE
 GX2128'BRIDGE OVER POND FORK, 0.45 MILE NORTHWEST OF CONCRETE BRIDGE
 GX2128'OVER ROCKLICK BRANCH, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 GX2128'3 1/2-FOOT LAYER OF ROCK IN BOTTOM OF HILLSIDE, 2 1/2 FEET ABOVE
 GX2128'THE GROUND, 25 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 70
 GX2128'YARDS NORTHWEST OF THE NORTHEAST END OF A FOOT BRIDGE ACROSS
 GX2128'POND FORK TO A LOG HOUSE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 GX2128'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2137 ***********************************************************************
 GX2137  DESIGNATION -  S 189
 GX2137  PID         -  GX2137
 GX2137  STATE/COUNTY-  WV/BOONE
 GX2137  USGS QUAD   -  PILOT KNOB (1989)
 GX2137
 GX2137                         *CURRENT SURVEY CONTROL
 GX2137  ___________________________________________________________________
 GX2137* NAD 83(1986)-  37 46 45.     (N)    081 34 40.     (W)     SCALED    
 GX2137* NAVD 88     -       558.848  (meters)    1833.49   (feet)  ADJUSTED  
 GX2137  ___________________________________________________________________
 GX2137  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX2137  DYNAMIC HT  -         558.409 (meters)    1832.05  (feet)  COMP
 GX2137  MODELED GRAV-     979,825.3   (mgal)                       NAVD 88
 GX2137
 GX2137  VERT ORDER  -  SECOND    CLASS 0
 GX2137
 GX2137.The horizontal coordinates were scaled from a topographic map and have
 GX2137.an estimated accuracy of +/- 6 seconds.
 GX2137
 GX2137.The orthometric height was determined by differential leveling
 GX2137.and adjusted by the National Geodetic Survey in June 1991..
 GX2137
 GX2137.The geoid height was determined by GEOID03.
 GX2137
 GX2137.The dynamic height is computed by dividing the NAVD 88
 GX2137.geopotential number by the normal gravity value computed on the
 GX2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2137.degrees latitude (g = 980.6199 gals.).
 GX2137
 GX2137.The modeled gravity was interpolated from observed gravity values.
 GX2137
 GX2137;                    North         East    Units  Estimated Accuracy
 GX2137;SPC WV S     -    86,640.      549,100.      MT  (+/- 180 meters Scaled)
 GX2137
 GX2137                          SUPERSEDED SURVEY CONTROL
 GX2137
 GX2137  NGVD 29 (??/??/92)  559.010  (m)         1834.02   (f) ADJ UNCH    2 0
 GX2137
 GX2137.Superseded values are not recommended for survey control.
 GX2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2137.See file dsdata.txt to determine how the superseded data were derived.
 GX2137
 GX2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB491814(NAD 83)
 GX2137_MARKER: DB = BENCH MARK DISK
 GX2137_SETTING: 66 = SET IN ROCK OUTCROP
 GX2137_SP_SET: ROCK CLIFF
 GX2137_STAMPING: S 189 1958
 GX2137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2137+STABILITY: POSITION/ELEVATION WELL
 GX2137
 GX2137  HISTORY     - Date     Condition        Report By
 GX2137  HISTORY     - 1958     MONUMENTED       CGS
 GX2137  HISTORY     - 1968     MARK NOT FOUND   USGS
 GX2137
 GX2137                          STATION DESCRIPTION
 GX2137
 GX2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2137'8.2 MI SE FROM BALD KNOB.
 GX2137'ABOUT 6.2 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE
 GX2137'BRIDGE OVER JAMES BRANCH AT BALD KNOB, THENCE 1.95 MILES SOUTHEAST
 GX2137'ALONG A ROUGH ROAD FOLLOWING SKIN FORK, SET VERTICALLY NEAR THE
 GX2137'CENTER AND IN THE SOUTHWEST FACE OF A 6-FOOT HIGH ROCK CLIFF, 12
 GX2137'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET ABOVE
 GX2137'THE GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2137'ALSO 0.5 MILE SOUTHEAST OF THE CROSSING OF A CREEK BRANCH LEADING
 GX2137'EAST.
 GX2137
 GX2137                          STATION RECOVERY (1968)
 GX2137
 GX2137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GX2137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0586 ***********************************************************************
 HX0586  DESIGNATION -  S 19
 HX0586  PID         -  HX0586
 HX0586  STATE/COUNTY-  WV/POCAHONTAS
 HX0586  USGS QUAD   -  MARLINTON (1995)
 HX0586
 HX0586                         *CURRENT SURVEY CONTROL
 HX0586  ___________________________________________________________________
 HX0586* NAD 83(1986)-  38 13 17.     (N)    080 05 38.     (W)     SCALED    
 HX0586* NAVD 88     -       647.421  (meters)    2124.08   (feet)  ADJUSTED  
 HX0586  ___________________________________________________________________
 HX0586  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX0586  DYNAMIC HT  -         646.903 (meters)    2122.38  (feet)  COMP
 HX0586  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 HX0586
 HX0586  VERT ORDER  -  SECOND    CLASS 0
 HX0586
 HX0586.The horizontal coordinates were scaled from a topographic map and have
 HX0586.an estimated accuracy of +/- 6 seconds.
 HX0586
 HX0586.The orthometric height was determined by differential leveling
 HX0586.and adjusted by the National Geodetic Survey in June 1991..
 HX0586
 HX0586.The geoid height was determined by GEOID03.
 HX0586
 HX0586.The dynamic height is computed by dividing the NAVD 88
 HX0586.geopotential number by the normal gravity value computed on the
 HX0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0586.degrees latitude (g = 980.6199 gals.).
 HX0586
 HX0586.The modeled gravity was interpolated from observed gravity values.
 HX0586
 HX0586;                    North         East    Units  Estimated Accuracy
 HX0586;SPC WV S     -   135,950.      679,340.      MT  (+/- 180 meters Scaled)
 HX0586
 HX0586                          SUPERSEDED SURVEY CONTROL
 HX0586
 HX0586  NGVD 29 (??/??/92)  647.501  (m)         2124.34   (f) ADJ UNCH    2 0
 HX0586
 HX0586.Superseded values are not recommended for survey control.
 HX0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0586.See file dsdata.txt to determine how the superseded data were derived.
 HX0586
 HX0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC793307(NAD 83)
 HX0586_MARKER: DB = BENCH MARK DISK
 HX0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0586_STAMPING: S 19 1934
 HX0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0586+STABILITY: SURFACE MOTION
 HX0586
 HX0586  HISTORY     - Date     Condition        Report By
 HX0586  HISTORY     - 1934     MONUMENTED       CGS
 HX0586  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0586  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0586
 HX0586                          STATION DESCRIPTION
 HX0586
 HX0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HX0586'AT MARLINTON.
 HX0586'AT MARLINTON, POCAHONTAS COUNTY, IN THE SOUTHEAST CORNER OF THE
 HX0586'COURT STREET CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY, ABOUT
 HX0586'100 FEET WEST OF THE WEST FACE OF THE EDRAY DISTRICT HIGH SCHOOL,
 HX0586'22 FEET SOUTH OF THE CENTERLINE OF THE STREET, 72 FEET EAST OF
 HX0586'THE EAST RAIL, AND ABOUT LEVEL WITH THE STREET.  A STANDARD DISK,
 HX0586'STAMPED S 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HX0586
 HX0586                          STATION RECOVERY (1973)
 HX0586
 HX0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0586'MARK NOT FOUND.
 HX0586
 HX0586                          STATION RECOVERY (1983)
 HX0586
 HX0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0586'NOT RECOVERED, CONSIDERED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2365 ***********************************************************************
 GX2365  DESIGNATION -  S 190
 GX2365  PID         -  GX2365
 GX2365  STATE/COUNTY-  WV/LOGAN
 GX2365  USGS QUAD   -  AMHERSTDALE (1989)
 GX2365
 GX2365                         *CURRENT SURVEY CONTROL
 GX2365  ___________________________________________________________________
 GX2365* NAD 83(1986)-  37 48 04.     (N)    081 45 39.     (W)     SCALED    
 GX2365* NAVD 88     -       318.817  (meters)    1045.99   (feet)  ADJUSTED  
 GX2365  ___________________________________________________________________
 GX2365  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GX2365  DYNAMIC HT  -         318.577 (meters)    1045.20  (feet)  COMP
 GX2365  MODELED GRAV-     979,868.2   (mgal)                       NAVD 88
 GX2365
 GX2365  VERT ORDER  -  SECOND    CLASS 0
 GX2365
 GX2365.The horizontal coordinates were scaled from a topographic map and have
 GX2365.an estimated accuracy of +/- 6 seconds.
 GX2365
 GX2365.The orthometric height was determined by differential leveling
 GX2365.and adjusted by the National Geodetic Survey in June 1991..
 GX2365
 GX2365.The geoid height was determined by GEOID03.
 GX2365
 GX2365.The dynamic height is computed by dividing the NAVD 88
 GX2365.geopotential number by the normal gravity value computed on the
 GX2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2365.degrees latitude (g = 980.6199 gals.).
 GX2365
 GX2365.The modeled gravity was interpolated from observed gravity values.
 GX2365
 GX2365;                    North         East    Units  Estimated Accuracy
 GX2365;SPC WV S     -    89,190.      533,000.      MT  (+/- 180 meters Scaled)
 GX2365
 GX2365                          SUPERSEDED SURVEY CONTROL
 GX2365
 GX2365  NGVD 29 (??/??/92)  319.013  (m)         1046.63   (f) ADJ UNCH    2 0
 GX2365
 GX2365.Superseded values are not recommended for survey control.
 GX2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2365.See file dsdata.txt to determine how the superseded data were derived.
 GX2365
 GX2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB330840(NAD 83)
 GX2365_MARKER: DB = BENCH MARK DISK
 GX2365_SETTING: 66 = SET IN ROCK OUTCROP
 GX2365_SP_SET: ROCK CUT
 GX2365_STAMPING: S 190 1958
 GX2365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2365+STABILITY: POSITION/ELEVATION WELL
 GX2365
 GX2365  HISTORY     - Date     Condition        Report By
 GX2365  HISTORY     - 1958     MONUMENTED       CGS
 GX2365
 GX2365                          STATION DESCRIPTION
 GX2365
 GX2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2365'3.6 MI E FROM AMHERSTDALE.
 GX2365'ABOUT 3.55 MILES EAST ALONG A BLACK TOP ROAD TO SAUNDERS FROM THE
 GX2365'BANK BUILDING AT AMHERSTDALE, SET VERTICALLY IN THE NORTHWEST
 GX2365'FACE OF A 5-FOOT HIGH ROCK CUT, 1 1/2 FEET ABOVE THE GROUND, 45
 GX2365'YARDS EAST-NORTHEAST OF THE SOUTH END OF STEEL ROAD BRIDGE OVER
 GX2365'BUFFALO CREEK, 10 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GX2365'CHESAPEAKE AND OHIO RAILWAY TRACK, 3 FEET NORTHEAST OF THE
 GX2365'SOUTHWEST END OF THE CUT, AND ABOUT 1/2 FOOT ABOVE THE LEVEL
 GX2365'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1911 ***********************************************************************
 GX1911  DESIGNATION -  S 191
 GX1911  PID         -  GX1911
 GX1911  STATE/COUNTY-  WV/MCDOWELL
 GX1911  USGS QUAD   -  BRADSHAW (1977)
 GX1911
 GX1911                         *CURRENT SURVEY CONTROL
 GX1911  ___________________________________________________________________
 GX1911* NAD 83(1986)-  37 20 05.     (N)    081 51 04.     (W)     SCALED    
 GX1911* NAVD 88     -       507.992  (meters)    1666.64   (feet)  ADJUSTED  
 GX1911  ___________________________________________________________________
 GX1911  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX1911  DYNAMIC HT  -         507.567 (meters)    1665.24  (feet)  COMP
 GX1911  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 GX1911
 GX1911  VERT ORDER  -  SECOND    CLASS 0
 GX1911
 GX1911.The horizontal coordinates were scaled from a topographic map and have
 GX1911.an estimated accuracy of +/- 6 seconds.
 GX1911
 GX1911.The orthometric height was determined by differential leveling
 GX1911.and adjusted by the National Geodetic Survey in June 1991..
 GX1911
 GX1911.The geoid height was determined by GEOID03.
 GX1911
 GX1911.The dynamic height is computed by dividing the NAVD 88
 GX1911.geopotential number by the normal gravity value computed on the
 GX1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1911.degrees latitude (g = 980.6199 gals.).
 GX1911
 GX1911.The modeled gravity was interpolated from observed gravity values.
 GX1911
 GX1911;                    North         East    Units  Estimated Accuracy
 GX1911;SPC WV S     -    37,500.      524,570.      MT  (+/- 180 meters Scaled)
 GX1911
 GX1911                          SUPERSEDED SURVEY CONTROL
 GX1911
 GX1911  NGVD 29 (??/??/92)  508.159  (m)         1667.18   (f) ADJ UNCH    2 0
 GX1911
 GX1911.Superseded values are not recommended for survey control.
 GX1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1911.See file dsdata.txt to determine how the superseded data were derived.
 GX1911
 GX1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB246323(NAD 83)
 GX1911_MARKER: DB = BENCH MARK DISK
 GX1911_SETTING: 66 = SET IN ROCK OUTCROP
 GX1911_SP_SET: SET IN ROCK OUTCROP
 GX1911_STAMPING: S 191 1958
 GX1911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1911+STABILITY: POSITION/ELEVATION WELL
 GX1911
 GX1911  HISTORY     - Date     Condition        Report By
 GX1911  HISTORY     - 1958     MONUMENTED       CGS
 GX1911
 GX1911                          STATION DESCRIPTION
 GX1911
 GX1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1911'4.4 MI SW FROM BRADSHAW.
 GX1911'4.45 MILES SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 GX1911'STATE HIGHWAY 80 AT BRADSHAW, ABOUT 3.3 MILES NORTHEAST OF THE
 GX1911'POST OFFICE AT PAYNESVILLE, ABOUT 1.1 MILES SOUTHEAST OF JUNCTION
 GX1911'OF ROAD EAST AND DAVIS SCHOOL, ABOUT 1.25 MILE SOUTHEAST OF BEE
 GX1911'BRANCH CHURCH, 0.05 MILE SOUTHWEST OF A CULVERT FOR A SMALL
 GX1911'BRANCH AND SHARP CURVE IN HIGHWAY, SET VERTICALLY IN THE
 GX1911'SOUTHEAST FACE OF A ROCK CUT AND ABOUT 5 FEET ABOVE GROUND, 18
 GX1911'FEET NORTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT 4 1/2 FEET
 GX1911'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1260 ***********************************************************************
 GX1260  DESIGNATION -  S 192
 GX1260  PID         -  GX1260
 GX1260  STATE/COUNTY-  WV/FAYETTE
 GX1260  USGS QUAD   -  THURMOND (1988)
 GX1260
 GX1260                         *CURRENT SURVEY CONTROL
 GX1260  ___________________________________________________________________
 GX1260* NAD 83(1986)-  37 57 37.     (N)    081 03 15.     (W)     SCALED    
 GX1260* NAVD 88     -       319.435  (meters)    1048.01   (feet)  ADJUSTED  
 GX1260  ___________________________________________________________________
 GX1260  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX1260  DYNAMIC HT  -         319.189 (meters)    1047.21  (feet)  COMP
 GX1260  MODELED GRAV-     979,849.1   (mgal)                       NAVD 88
 GX1260
 GX1260  VERT ORDER  -  FIRST     CLASS II
 GX1260
 GX1260.The horizontal coordinates were scaled from a topographic map and have
 GX1260.an estimated accuracy of +/- 6 seconds.
 GX1260
 GX1260.The orthometric height was determined by differential leveling
 GX1260.and adjusted by the National Geodetic Survey in June 1991..
 GX1260
 GX1260.The geoid height was determined by GEOID03.
 GX1260
 GX1260.The dynamic height is computed by dividing the NAVD 88
 GX1260.geopotential number by the normal gravity value computed on the
 GX1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1260.degrees latitude (g = 980.6199 gals.).
 GX1260
 GX1260.The modeled gravity was interpolated from observed gravity values.
 GX1260
 GX1260;                    North         East    Units  Estimated Accuracy
 GX1260;SPC WV S     -   106,580.      595,240.      MT  (+/- 180 meters Scaled)
 GX1260
 GX1260                          SUPERSEDED SURVEY CONTROL
 GX1260
 GX1260  NGVD 29 (??/??/92)  319.608  (m)         1048.58   (f) ADJ UNCH    1 2
 GX1260
 GX1260.Superseded values are not recommended for survey control.
 GX1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1260.See file dsdata.txt to determine how the superseded data were derived.
 GX1260
 GX1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC952014(NAD 83)
 GX1260_MARKER: DB = BENCH MARK DISK
 GX1260_SETTING: 66 = SET IN ROCK OUTCROP
 GX1260_SP_SET: ROCK CUT
 GX1260_STAMPING: S 192 1958
 GX1260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1260+STABILITY: POSITION/ELEVATION WELL
 GX1260
 GX1260  HISTORY     - Date     Condition        Report By
 GX1260  HISTORY     - 1958     MONUMENTED       CGS
 GX1260
 GX1260                          STATION DESCRIPTION
 GX1260
 GX1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1260'2.2 MI NE FROM THURMOND.
 GX1260'ABOUT 2.2 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1260'FROM THE STATION AT THURMOND, 128 FEET SOUTHWEST OF AND ACROSS
 GX1260'THE TRACK FROM MILEPOST 393, 15 FEET SOUTH OF THE SOUTH RAIL,
 GX1260'SET VERTICALLY IN THE NORTH FACE OF 7 1/2-FOOT LAYER OF ROCK
 GX1260'AT BOTTOM OF 40-FOOT HIGH ROCK CUT, ABOUT 80 YARDS WEST OF THE
 GX1260'EAST END OF TALL ROCK CUT, 23 FEET WEST OF A 24-INCH CONCRETE
 GX1260'PIPE CULVERT, 80 FEET WEST OF THE SOUTH END OF A 30-INCH CAST
 GX1260'IRON PIPE CULVERT WITH A CONCRETE HEAD WALL FOR A WATER FALL,
 GX1260'5 FEET ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 GX1260'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2058 ***********************************************************************
 GX2058  DESIGNATION -  S 193
 GX2058  PID         -  GX2058
 GX2058  STATE/COUNTY-  WV/MCDOWELL
 GX2058  USGS QUAD   -  GARY (1977)
 GX2058
 GX2058                         *CURRENT SURVEY CONTROL
 GX2058  ___________________________________________________________________
 GX2058* NAD 83(1986)-  37 19 50.     (N)    081 35 13.     (W)     SCALED    
 GX2058* NAVD 88     -       680.347  (meters)    2232.11   (feet)  ADJUSTED  
 GX2058  ___________________________________________________________________
 GX2058  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX2058  DYNAMIC HT  -         679.782 (meters)    2230.25  (feet)  COMP
 GX2058  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 GX2058
 GX2058  VERT ORDER  -  SECOND    CLASS 0
 GX2058
 GX2058.The horizontal coordinates were scaled from a topographic map and have
 GX2058.an estimated accuracy of +/- 6 seconds.
 GX2058
 GX2058.The orthometric height was determined by differential leveling
 GX2058.and adjusted by the National Geodetic Survey in June 1991..
 GX2058
 GX2058.The geoid height was determined by GEOID03.
 GX2058
 GX2058.The dynamic height is computed by dividing the NAVD 88
 GX2058.geopotential number by the normal gravity value computed on the
 GX2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2058.degrees latitude (g = 980.6199 gals.).
 GX2058
 GX2058.The modeled gravity was interpolated from observed gravity values.
 GX2058
 GX2058;                    North         East    Units  Estimated Accuracy
 GX2058;SPC WV S     -    36,850.      547,980.      MT  (+/- 180 meters Scaled)
 GX2058
 GX2058                          SUPERSEDED SURVEY CONTROL
 GX2058
 GX2058  NGVD 29 (??/??/92)  680.508  (m)         2232.63   (f) ADJ UNCH    2 0
 GX2058
 GX2058.Superseded values are not recommended for survey control.
 GX2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2058.See file dsdata.txt to determine how the superseded data were derived.
 GX2058
 GX2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB480317(NAD 83)
 GX2058_MARKER: DB = BENCH MARK DISK
 GX2058_SETTING: 66 = SET IN ROCK OUTCROP
 GX2058_SP_SET: OUTCROP
 GX2058_STAMPING: S 193 1958
 GX2058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2058+STABILITY: POSITION/ELEVATION WELL
 GX2058
 GX2058  HISTORY     - Date     Condition        Report By
 GX2058  HISTORY     - 1958     MONUMENTED       CGS
 GX2058
 GX2058                          STATION DESCRIPTION
 GX2058
 GX2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2058'4.8 MI SW FROM GARY.
 GX2058'1.25 MILES SOUTH ALONG A BLACK TOP ROAD LEADING TO ELBERT FROM
 GX2058'THE JUNCTION OF STATE HIGHWAY 85 AT GARY, THENCE 3.6 MILES
 GX2058'SOUTHWEST ALONG A BLACK TOP AND GRADED ROAD TO RIFT, 0.35 MILE
 GX2058'NORTH OF THE T JUNCTION OF A NARROW ROAD EAST, 0.15 MILE SOUTH OF
 GX2058'THE JUNCTION OF TWO NARROW ROADS NORTH, ON THE INSIDE AND ABOUT
 GX2058'30 YARDS SOUTHEAST OF THE SOUTHEAST END OF A CURVE WITH TANGENTS
 GX2058'EXTENDING NORTH AND SOUTHEAST, SET VERTICALLY IN THE SOUTHWEST
 GX2058'FACE OF A ROCK CUT, 14 FEET NORTHEAST OF THE CENTER LINE OF THE
 GX2058'ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2074 ***********************************************************************
 GX2074  DESIGNATION -  S 194
 GX2074  PID         -  GX2074
 GX2074  STATE/COUNTY-  WV/MCDOWELL
 GX2074  USGS QUAD   -  WELCH (1976)
 GX2074
 GX2074                         *CURRENT SURVEY CONTROL
 GX2074  ___________________________________________________________________
 GX2074* NAD 83(1986)-  37 24 09.     (N)    081 37 27.     (W)     SCALED    
 GX2074* NAVD 88     -       604.275  (meters)    1982.53   (feet)  ADJUSTED  
 GX2074  ___________________________________________________________________
 GX2074  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX2074  DYNAMIC HT  -         603.778 (meters)    1980.89  (feet)  COMP
 GX2074  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GX2074
 GX2074  VERT ORDER  -  SECOND    CLASS 0
 GX2074
 GX2074.The horizontal coordinates were scaled from a topographic map and have
 GX2074.an estimated accuracy of +/- 6 seconds.
 GX2074
 GX2074.The orthometric height was determined by differential leveling
 GX2074.and adjusted by the National Geodetic Survey in June 1991..
 GX2074
 GX2074.The geoid height was determined by GEOID03.
 GX2074
 GX2074.The dynamic height is computed by dividing the NAVD 88
 GX2074.geopotential number by the normal gravity value computed on the
 GX2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2074.degrees latitude (g = 980.6199 gals.).
 GX2074
 GX2074.The modeled gravity was interpolated from observed gravity values.
 GX2074
 GX2074;                    North         East    Units  Estimated Accuracy
 GX2074;SPC WV S     -    44,860.      544,740.      MT  (+/- 180 meters Scaled)
 GX2074
 GX2074                          SUPERSEDED SURVEY CONTROL
 GX2074
 GX2074  NGVD 29 (??/??/92)  604.443  (m)         1983.08   (f) ADJ UNCH    2 0
 GX2074
 GX2074.Superseded values are not recommended for survey control.
 GX2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2074.See file dsdata.txt to determine how the superseded data were derived.
 GX2074
 GX2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB447397(NAD 83)
 GX2074_MARKER: DB = BENCH MARK DISK
 GX2074_SETTING: 66 = SET IN ROCK OUTCROP
 GX2074_SP_SET: CUT
 GX2074_STAMPING: S 194 1958
 GX2074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2074+STABILITY: POSITION/ELEVATION WELL
 GX2074
 GX2074  HISTORY     - Date     Condition        Report By
 GX2074  HISTORY     - 1958     MONUMENTED       CGS
 GX2074  HISTORY     - 1968     MARK NOT FOUND   USGS
 GX2074
 GX2074                          STATION DESCRIPTION
 GX2074
 GX2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2074'4 MI SW FROM WELCH.
 GX2074'2.15 MILES SOUTH ALONG STATE HIGHWAY 16 AND U.S. HIGHWAY 52 FROM
 GX2074'THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY AT WELCH, THENCE
 GX2074'1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 16, ON THE INSIDE AND
 GX2074'AT THE NORTHWEST END OF A CURVE WITH TANGENTS EXTENDING SOUTH
 GX2074'AND NORTHWEST, IN TOP OF THE SOUTHEAST END OF A ROCK LEDGE 30-FOOT
 GX2074'LONG BY 5-FEET WIDE BY 3-FEET HIGH, AT THE BASE OF A LARGE ROCK
 GX2074'CUT, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 GX2074'NORTHWEST OF THE SOUTHEAST END OF THE LEDGE, 1 1/2 FEET NORTH AND
 GX2074'BELOW A 12-INCH TRIANGLE CHISELED IN THE FACE OF THE CUT, AND
 GX2074'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2074
 GX2074                          STATION RECOVERY (1968)
 GX2074
 GX2074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GX2074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1923 ***********************************************************************
 GX1923  DESIGNATION -  S 195
 GX1923  PID         -  GX1923
 GX1923  STATE/COUNTY-  WV/MCDOWELL
 GX1923  USGS QUAD   -  IAEGER (1976)
 GX1923
 GX1923                         *CURRENT SURVEY CONTROL
 GX1923  ___________________________________________________________________
 GX1923* NAD 83(1986)-  37 26 22.     (N)    081 48 20.     (W)     SCALED    
 GX1923* NAVD 88     -       305.411  (meters)    1002.00   (feet)  ADJUSTED  
 GX1923  ___________________________________________________________________
 GX1923  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX1923  DYNAMIC HT  -         305.166 (meters)    1001.20  (feet)  COMP
 GX1923  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 GX1923
 GX1923  VERT ORDER  -  SECOND    CLASS 0
 GX1923
 GX1923.The horizontal coordinates were scaled from a topographic map and have
 GX1923.an estimated accuracy of +/- 6 seconds.
 GX1923
 GX1923.The orthometric height was determined by differential leveling
 GX1923.and adjusted by the National Geodetic Survey in June 1991..
 GX1923
 GX1923.The geoid height was determined by GEOID03.
 GX1923
 GX1923.The dynamic height is computed by dividing the NAVD 88
 GX1923.geopotential number by the normal gravity value computed on the
 GX1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1923.degrees latitude (g = 980.6199 gals.).
 GX1923
 GX1923.The modeled gravity was interpolated from observed gravity values.
 GX1923
 GX1923;                    North         East    Units  Estimated Accuracy
 GX1923;SPC WV S     -    49,080.      528,710.      MT  (+/- 180 meters Scaled)
 GX1923
 GX1923                          SUPERSEDED SURVEY CONTROL
 GX1923
 GX1923  NGVD 29 (??/??/92)  305.602  (m)         1002.63   (f) ADJ UNCH    2 0
 GX1923
 GX1923.Superseded values are not recommended for survey control.
 GX1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1923.See file dsdata.txt to determine how the superseded data were derived.
 GX1923
 GX1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB287439(NAD 83)
 GX1923_MARKER: DB = BENCH MARK DISK
 GX1923_SETTING: 66 = SET IN ROCK OUTCROP
 GX1923_SP_SET: SET IN ROCK OUTCROP
 GX1923_STAMPING: S 195 1958
 GX1923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1923+STABILITY: POSITION/ELEVATION WELL
 GX1923
 GX1923  HISTORY     - Date     Condition        Report By
 GX1923  HISTORY     - 1958     MONUMENTED       CGS
 GX1923
 GX1923                          STATION DESCRIPTION
 GX1923
 GX1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1923'2 MI S FROM IAEGER.
 GX1923'2.0 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE CROSSING OF THE
 GX1923'NORFOLK AND WESTERN RAILWAY AT IAEGER, ABOUT 0.55 MILE SOUTH
 GX1923'OF THE JUNCTION OF A ROAD LEADING EAST OVER A LONG BRIDGE
 GX1923'OVER DRY FORK, ALONG THE NORTHWEST SIDE OF A DRIVE LEADING
 GX1923'SOUTHWEST TO A LARGE TWO-STORY STONE HOUSE, IN THE TOP OF THE
 GX1923'NORTHEAST EDGE OF A ROCK OUTCROP ABOUT 12 FEET LONG AND 1 1/2
 GX1923'FEET HIGH, 75 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY AT CENTER
 GX1923'OF JUNCTION OF DRIVE, 15 FEET NORTHWEST OF CENTER LINE OF DRIVE,
 GX1923'23 FEET SOUTH OF SOUTHWEST CORNER OF A TWO-CAR GARAGE WITH
 GX1923'APARTMENT BUILT ABOVE GARAGES, 6 1/2 FEET NORTHWEST OF EAST
 GX1923'CORNER OR OUTCROP, 1/2 FOOT SOUTHWEST OF NORTHEAST EDGE OF ROCK
 GX1923'AND ABOUT 10 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1651 ***********************************************************************
 GX1651  DESIGNATION -  S 196
 GX1651  PID         -  GX1651
 GX1651  STATE/COUNTY-  WV/MCDOWELL
 GX1651  USGS QUAD   -  WELCH (1976)
 GX1651
 GX1651                         *CURRENT SURVEY CONTROL
 GX1651  ___________________________________________________________________
 GX1651* NAD 83(1986)-  37 27 26.     (N)    081 36 25.     (W)     SCALED    
 GX1651* NAVD 88     -       386.866  (meters)    1269.24   (feet)  ADJUSTED  
 GX1651  ___________________________________________________________________
 GX1651  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX1651  DYNAMIC HT  -         386.550 (meters)    1268.21  (feet)  COMP
 GX1651  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 GX1651
 GX1651  VERT ORDER  -  SECOND    CLASS 0
 GX1651
 GX1651.The horizontal coordinates were scaled from a topographic map and have
 GX1651.an estimated accuracy of +/- 6 seconds.
 GX1651
 GX1651.The orthometric height was determined by differential leveling
 GX1651.and adjusted by the National Geodetic Survey in June 1991..
 GX1651
 GX1651.The geoid height was determined by GEOID03.
 GX1651
 GX1651.The dynamic height is computed by dividing the NAVD 88
 GX1651.geopotential number by the normal gravity value computed on the
 GX1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1651.degrees latitude (g = 980.6199 gals.).
 GX1651
 GX1651.The modeled gravity was interpolated from observed gravity values.
 GX1651
 GX1651;                    North         East    Units  Estimated Accuracy
 GX1651;SPC WV S     -    50,920.      546,300.      MT  (+/- 180 meters Scaled)
 GX1651
 GX1651                          SUPERSEDED SURVEY CONTROL
 GX1651
 GX1651  NGVD 29 (??/??/92)  387.036  (m)         1269.80   (f) ADJ UNCH    2 0
 GX1651
 GX1651.Superseded values are not recommended for survey control.
 GX1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1651.See file dsdata.txt to determine how the superseded data were derived.
 GX1651
 GX1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB463457(NAD 83)
 GX1651_MARKER: DB = BENCH MARK DISK
 GX1651_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1651_SP_SET: ROCK
 GX1651_STAMPING: S 196 1958
 GX1651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1651
 GX1651  HISTORY     - Date     Condition        Report By
 GX1651  HISTORY     - 1958     MONUMENTED       CGS
 GX1651
 GX1651                          STATION DESCRIPTION
 GX1651
 GX1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1651'2.4 MI NW FROM WELCH.
 GX1651'2.45 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1651'THE STATION AT WELCH, AT THE WEST END OF THE SOUTH ONE OF TWO
 GX1651'TRACKS LEADING TO A LARGE COAL TIPPLE, 18 FEET NORTH OF THE NORTH
 GX1651'RAIL OF THE NORTH SPUR TRACK LEADING TO THE TIPPLE, SET VERTICALLY
 GX1651'IN THE SOUTH FACE OF A HUGE ROCK, 42 FEET NORTH AND ACROSS THE
 GX1651'NORTH SPUR TRACK FROM THE NORTH RAIL OF THE NORTH MAIN TRACK AT
 GX1651'THE END OF THE SOUTH SPUR TRACK, AND ABOUT 2 FEET ABOVE THE LEVEL
 GX1651'OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0059 ***********************************************************************
 GX0059  DESIGNATION -  S 197
 GX0059  PID         -  GX0059
 GX0059  STATE/COUNTY-  WV/GREENBRIER
 GX0059  USGS QUAD   -  LEWISBURG (1979)
 GX0059
 GX0059                         *CURRENT SURVEY CONTROL
 GX0059  ___________________________________________________________________
 GX0059* NAD 83(1986)-  37 46 36.     (N)    080 22 59.     (W)     SCALED    
 GX0059* NAVD 88     -       525.500  (meters)    1724.08   (feet)  ADJUSTED  
 GX0059  ___________________________________________________________________
 GX0059  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GX0059  DYNAMIC HT  -         525.069 (meters)    1722.66  (feet)  COMP
 GX0059  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 GX0059
 GX0059  VERT ORDER  -  FIRST     CLASS II
 GX0059
 GX0059.The horizontal coordinates were scaled from a topographic map and have
 GX0059.an estimated accuracy of +/- 6 seconds.
 GX0059
 GX0059.The orthometric height was determined by differential leveling
 GX0059.and adjusted by the National Geodetic Survey in June 1991..
 GX0059
 GX0059.The geoid height was determined by GEOID03.
 GX0059
 GX0059.The dynamic height is computed by dividing the NAVD 88
 GX0059.geopotential number by the normal gravity value computed on the
 GX0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0059.degrees latitude (g = 980.6199 gals.).
 GX0059
 GX0059.The modeled gravity was interpolated from observed gravity values.
 GX0059
 GX0059;                    North         East    Units  Estimated Accuracy
 GX0059;SPC WV S     -    86,380.      654,350.      MT  (+/- 180 meters Scaled)
 GX0059
 GX0059                          SUPERSEDED SURVEY CONTROL
 GX0059
 GX0059  NGVD 29 (??/??/92)  525.656  (m)         1724.59   (f) ADJ UNCH    1 2
 GX0059
 GX0059.Superseded values are not recommended for survey control.
 GX0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0059.See file dsdata.txt to determine how the superseded data were derived.
 GX0059
 GX0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB543812(NAD 83)
 GX0059_MARKER: DB = BENCH MARK DISK
 GX0059_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX0059_STAMPING: S 197 1958
 GX0059_MARK LOGO: CGS   
 GX0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0059
 GX0059  HISTORY     - Date     Condition        Report By
 GX0059  HISTORY     - 1958     MONUMENTED       CGS
 GX0059  HISTORY     - 1983     GOOD             NGS
 GX0059  HISTORY     - 1983     GOOD             NGS
 GX0059  HISTORY     - 1984     GOOD             NGS
 GX0059
 GX0059                          STATION DESCRIPTION
 GX0059
 GX0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0059'0.8 MI E FROM CALDWELL.
 GX0059'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 GX0059'AT CALDWELL, 14 FEET WEST OF THE CENTER LINE OF HIGHWAY, AT THE
 GX0059'SOUTHEAST ONE OF TWO BRIDGES OVER HOWARD CREEK, IN TOP OF THE
 GX0059'WEST END OF THE SOUTH ABUTMENT TO A 185-FOOT BRIDGE, 4 1/2 FEET
 GX0059'EAST OF THE WEST END OF THE ABUTMENT, AND ABOUT 1/2 FOOT ABOVE
 GX0059'THE LEVEL OF THE HIGHWAY.
 GX0059
 GX0059                          STATION RECOVERY (1983)
 GX0059
 GX0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0059'RECOVERED IN GOOD CONDITION.
 GX0059
 GX0059                          STATION RECOVERY (1983)
 GX0059
 GX0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0059'RECOVERED IN GOOD CONDITION.
 GX0059
 GX0059                          STATION RECOVERY (1984)
 GX0059
 GX0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3480 ***********************************************************************
 GX3480  DESIGNATION -  S 197 RESET
 GX3480  PID         -  GX3480
 GX3480  STATE/COUNTY-  WV/GREENBRIER
 GX3480  USGS QUAD   -  LEWISBURG (1979)
 GX3480
 GX3480                         *CURRENT SURVEY CONTROL
 GX3480  ___________________________________________________________________
 GX3480* NAD 83(1986)-  37 46 36.     (N)    080 22 59.     (W)     SCALED    
 GX3480* NAVD 88     -       526.18   (meters)    1726.3    (feet)  RESET     
 GX3480  ___________________________________________________________________
 GX3480  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GX3480
 GX3480  VERT ORDER  -  THIRD
 GX3480
 GX3480.The horizontal coordinates were scaled from a topographic map and have
 GX3480.an estimated accuracy of +/- 6 seconds.
 GX3480
 GX3480.The orthometric height was computed from unverified reset data.
 GX3480.No vertical observational check was made to the station.
 GX3480
 GX3480.The geoid height was determined by GEOID03.
 GX3480
 GX3480;                    North         East    Units  Estimated Accuracy
 GX3480;SPC WV S     -    86,380.      654,350.      MT  (+/- 180 meters Scaled)
 GX3480
 GX3480                          SUPERSEDED SURVEY CONTROL
 GX3480
 GX3480  NGVD 29 (09/25/03)  526.34   (m)         1726.8    (f) RESET       3  
 GX3480
 GX3480.Superseded values are not recommended for survey control.
 GX3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3480.See file dsdata.txt to determine how the superseded data were derived.
 GX3480
 GX3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB543812(NAD 83)
 GX3480_MARKER: DV = VERTICAL CONTROL DISK
 GX3480_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GX3480_SP_SET: PARAPET WALL
 GX3480_STAMPING: S 197 RESET 1987
 GX3480_MARK LOGO: NGS   
 GX3480_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX3480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3480
 GX3480  HISTORY     - Date     Condition        Report By
 GX3480  HISTORY     - 1987     MONUMENTED       WVHD
 GX3480
 GX3480                          STATION DESCRIPTION
 GX3480
 GX3480'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1987
 GX3480'0.8 MILES (1.3 KM) EAST ALONG US HIGHWAY ROUTE 60 FROM THE POST
 GX3480'OFFICE IN CALDWELL, 15 FEET (4.6 M) WEST OF THE CENTERLINE OF
 GX3480'HIGHWAY, AT THE SOUTHEAST ONE OF TWO BRIDGES OVER HOWARDS CREEK IN
 GX3480'THE TOP OF THE WEST PART OF A 185-FOOT BRIDGE, 2.5 FEET (0.8 M) NORTH
 GX3480'OF THE SOUTH END OF WEST PARAPET WALL AND ABOUT 3 FEET (0.9 M) ABOVE
 GX3480'THE LEVEL OF THE HIGHWAY.
 GX3480'STREET AND INTERSTATE HIGHWAY 27, ON A FRONTAGE ROAD.
 GX3480'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 GX3480'GEORGIA ST (EXIT 68B) IN AMARILLO, GO NORTH ON GEORGIA ST. FOR 1.8 KM
 GX3480'(1.1 MI) TO THE JUNCTION OF 6TH AVENUE AND A TRAFFIC SIGNAL.  TURN
 GX3480'RIGHT AND GO EAST ON 6TH AVENUE FOR 1.0 KM (0.6 MI) TO THE JUNCTION
 GX3480'OF BOWIE ST, JUST BEFORE PASSING UNDER A RAILROAD TRESTLE.  TURN LEFT
 GX3480'AND GO NORTH ON BOWIE ST. FOR 0.16 KM (0.10 MI) TO 5TH AVENUE.  TURN
 GX3480'RIGHT AND GO EAST ON 5TH AVENUE FOR 0.16 KM (0.10 MI) TO A GATE ON
 GX3480'THE LEFT. TURN LEFT AND GO NORTH, PASSING THROUGH GATE FOR 46 M
 GX3480'(150.9 FT) TO A SET OF GAS PUMPS.  TURN RIGHT AND GO EAST BETWEEN
 GX3480'MAINTENANCE BUILDINGS FOR 0.16 KM (0.10 MI) TO THE STATION ON THE
 GX3480'RIGHT, IN THE CENTER OF A GRASSY AREA BETWEEN PAVED PARKING AREAS.
 GX3480'THE STATION PROJECTS 7 CM ABOVE GROUND.  IT IS LOCATED 26.15 M
 GX3480'(85.79 FT) NORTH-NORTHEAST FROM A LIGHT POLE, 23.6 M (77.4 FT) NORTH
 GX3480'FROM THE NORTHWEST CORNER OF A CONCRETE BUILDING (RESIDENT ENGINEERS
 GX3480'OFFICE), 21.55 M (70.70 FT) WEST OF A NORTH-SOUTH CHAIN LINK FENCE,
 GX3480'19.5 M (64.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A MAINTENANCE
 GX3480'BUILDING (CARPENTER BUILDING) AND 7.35 M (24.11 FT) NORTH FROM THE
 GX3480'NORTH EDGE OF PARKING LOT PAVEMENT.
 GX3480'DESCRIBED BY K.MCCAULEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1233 ***********************************************************************
 GX1233  DESIGNATION -  S 198
 GX1233  PID         -  GX1233
 GX1233  STATE/COUNTY-  WV/FAYETTE
 GX1233  USGS QUAD   -  PRINCE (1989)
 GX1233
 GX1233                         *CURRENT SURVEY CONTROL
 GX1233  ___________________________________________________________________
 GX1233* NAD 83(1986)-  37 49 52.     (N)    081 00 33.     (W)     SCALED    
 GX1233* NAVD 88     -       379.301  (meters)    1244.42   (feet)  ADJUSTED  
 GX1233  ___________________________________________________________________
 GX1233  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GX1233  DYNAMIC HT  -         378.994 (meters)    1243.42  (feet)  COMP
 GX1233  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 GX1233
 GX1233  VERT ORDER  -  FIRST     CLASS II
 GX1233
 GX1233.The horizontal coordinates were scaled from a topographic map and have
 GX1233.an estimated accuracy of +/- 6 seconds.
 GX1233
 GX1233.The orthometric height was determined by differential leveling
 GX1233.and adjusted by the National Geodetic Survey in June 1991..
 GX1233
 GX1233.The geoid height was determined by GEOID03.
 GX1233
 GX1233.The dynamic height is computed by dividing the NAVD 88
 GX1233.geopotential number by the normal gravity value computed on the
 GX1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1233.degrees latitude (g = 980.6199 gals.).
 GX1233
 GX1233.The modeled gravity was interpolated from observed gravity values.
 GX1233
 GX1233;                    North         East    Units  Estimated Accuracy
 GX1233;SPC WV S     -    92,240.      599,190.      MT  (+/- 180 meters Scaled)
 GX1233
 GX1233                          SUPERSEDED SURVEY CONTROL
 GX1233
 GX1233  NGVD 29 (??/??/92)  379.468  (m)         1244.97   (f) ADJ UNCH    1 2
 GX1233
 GX1233.Superseded values are not recommended for survey control.
 GX1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1233.See file dsdata.txt to determine how the superseded data were derived.
 GX1233
 GX1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB991870(NAD 83)
 GX1233_MARKER: DB = BENCH MARK DISK
 GX1233_SETTING: 66 = SET IN ROCK OUTCROP
 GX1233_SP_SET: ROCK CLIFF
 GX1233_STAMPING: S 198 1958
 GX1233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1233+STABILITY: POSITION/ELEVATION WELL
 GX1233
 GX1233  HISTORY     - Date     Condition        Report By
 GX1233  HISTORY     - 1958     MONUMENTED       CGS
 GX1233
 GX1233                          STATION DESCRIPTION
 GX1233
 GX1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1233'4.1 MI SE FROM QUINNIMONT.
 GX1233'ABOUT 4.1 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1233'FROM THE STATION AT QUINNIMONT, 0.25 MILE (447 YARDS) EAST OF
 GX1233'MILEPOST 375, 0.45 MILE WEST OF THE FLAG STATION AT GLADE, 34 1/2
 GX1233'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, SET VERTICALLY
 GX1233'IN THE SOUTH FACE OF A 5-FOOT HIGH BY 18-FEET LONG LAYERED CLIFF
 GX1233'AT BOTTOM OF HILLSIDE, 1 1/2 FEET ABOVE THE GROUND, 1.7 FEET EAST
 GX1233'OF THE WEST END OF CLIFF, 26 FEET NORTHEAST OF THE EAST END OF A
 GX1233'ROCK FALL WARNING FENCE ALONG RAILROAD, 77 YARDS WEST OF A SIGNAL,
 GX1233'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0739 ***********************************************************************
 GX0739  DESIGNATION -  S 199
 GX0739  PID         -  GX0739
 GX0739  STATE/COUNTY-  WV/SUMMERS
 GX0739  USGS QUAD   -  HINTON (1976)
 GX0739
 GX0739                         *CURRENT SURVEY CONTROL
 GX0739  ___________________________________________________________________
 GX0739* NAD 83(1986)-  37 44 47.     (N)    080 55 12.     (W)     SCALED    
 GX0739* NAVD 88     -       403.015  (meters)    1322.22   (feet)  ADJUSTED  
 GX0739  ___________________________________________________________________
 GX0739  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0739  DYNAMIC HT  -         402.691 (meters)    1321.16  (feet)  COMP
 GX0739  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 GX0739
 GX0739  VERT ORDER  -  FIRST     CLASS II
 GX0739
 GX0739.The horizontal coordinates were scaled from a topographic map and have
 GX0739.an estimated accuracy of +/- 6 seconds.
 GX0739
 GX0739.The orthometric height was determined by differential leveling
 GX0739.and adjusted by the National Geodetic Survey in June 1991..
 GX0739
 GX0739.The geoid height was determined by GEOID03.
 GX0739
 GX0739.The dynamic height is computed by dividing the NAVD 88
 GX0739.geopotential number by the normal gravity value computed on the
 GX0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0739.degrees latitude (g = 980.6199 gals.).
 GX0739
 GX0739.The modeled gravity was interpolated from observed gravity values.
 GX0739
 GX0739;                    North         East    Units  Estimated Accuracy
 GX0739;SPC WV S     -    82,840.      607,050.      MT  (+/- 180 meters Scaled)
 GX0739
 GX0739                          SUPERSEDED SURVEY CONTROL
 GX0739
 GX0739  NGVD 29 (??/??/92)  403.187  (m)         1322.79   (f) ADJ UNCH    1 2
 GX0739
 GX0739.Superseded values are not recommended for survey control.
 GX0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0739.See file dsdata.txt to determine how the superseded data were derived.
 GX0739
 GX0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB070776(NAD 83)
 GX0739_MARKER: DB = BENCH MARK DISK
 GX0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0739_SP_SET: CULVERT
 GX0739_STAMPING: S 199 1958
 GX0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0739
 GX0739  HISTORY     - Date     Condition        Report By
 GX0739  HISTORY     - 1958     MONUMENTED       CGS
 GX0739
 GX0739                          STATION DESCRIPTION
 GX0739
 GX0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0739'5.9 MI SE FROM MEADOW CREEK.
 GX0739'ABOUT 5.9 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0739'FROM THE STATION AT MEADOW CREEK, ABOUT 6.7 MILES NORTH ALONG
 GX0739'THE C. AND O. RY. FROM THE STATION AT HINTON, 0.3 MILE SOUTHWEST
 GX0739'OF MILEPOST 364, 11.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 GX0739'THE SOUTHEAST TRACK AND AT INSIDE OF A CURVE, ACROSS THE TRACK
 GX0739'FROM TELEPHONE POLE E 44, IN TOP OF THE SOUTHWEST END OF THE
 GX0739'SOUTHEAST CONCRETE HEAD WALL OF A 36-INCH PIPE CULVERT, AND
 GX0739'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1890 ***********************************************************************
 HW1890  DESIGNATION -  S 2
 HW1890  PID         -  HW1890
 HW1890  STATE/COUNTY-  WV/RANDOLPH
 HW1890  USGS QUAD   -  JUNIOR (1976)
 HW1890
 HW1890                         *CURRENT SURVEY CONTROL
 HW1890  ___________________________________________________________________
 HW1890* NAD 83(1986)-  38 56 10.     (N)    079 55 01.     (W)     SCALED    
 HW1890* NAVD 88     -       585.130  (meters)    1919.71   (feet)  ADJUSTED  
 HW1890  ___________________________________________________________________
 HW1890  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HW1890  DYNAMIC HT  -         584.715 (meters)    1918.35  (feet)  COMP
 HW1890  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 HW1890
 HW1890  VERT ORDER  -  FIRST     CLASS II
 HW1890
 HW1890.The horizontal coordinates were scaled from a topographic map and have
 HW1890.an estimated accuracy of +/- 6 seconds.
 HW1890
 HW1890.The orthometric height was determined by differential leveling
 HW1890.and adjusted by the National Geodetic Survey in June 1991..
 HW1890
 HW1890.The geoid height was determined by GEOID03.
 HW1890
 HW1890.The dynamic height is computed by dividing the NAVD 88
 HW1890.geopotential number by the normal gravity value computed on the
 HW1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1890.degrees latitude (g = 980.6199 gals.).
 HW1890
 HW1890.The modeled gravity was interpolated from observed gravity values.
 HW1890
 HW1890;                    North         East    Units  Estimated Accuracy
 HW1890;SPC WV S     -   215,450.      693,900.      MT  (+/- 180 meters Scaled)
 HW1890
 HW1890                          SUPERSEDED SURVEY CONTROL
 HW1890
 HW1890  NGVD 29 (??/??/92)  585.298  (m)         1920.27   (f) ADJ UNCH    1 2
 HW1890
 HW1890.Superseded values are not recommended for survey control.
 HW1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1890.See file dsdata.txt to determine how the superseded data were derived.
 HW1890
 HW1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND938102(NAD 83)
 HW1890_MARKER: DB = BENCH MARK DISK
 HW1890_SETTING: 80 = SET IN A BOULDER
 HW1890_STAMPING: S 2 1933
 HW1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1890+STABILITY: SURFACE MOTION
 HW1890
 HW1890  HISTORY     - Date     Condition        Report By
 HW1890  HISTORY     - 1933     MONUMENTED       CGS
 HW1890  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1890
 HW1890                          STATION DESCRIPTION
 HW1890
 HW1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW1890'4.8 MI W FROM ELKINS.
 HW1890'4.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD (WHICH
 HW1890'PARALLELS THE WESTERN MARYLAND RAILWAY) FROM THE STATION AT
 HW1890'ELKINS, RANDOLPH COUNTY, 2400 FEET SOUTH OF MILEPOST E 5, BETWEEN
 HW1890'THE TRACK AND STATE HIGHWAY 56, 12 YARDS WEST OF THE CENTERLINE
 HW1890'OF THE HIGHWAY, 5 YARDS EAST OF THE CENTERLINE OF THE TRACK, IN
 HW1890'THE TOP OF A LARGE BOULDER, AND ABOUT 4 FEET HIGHER THAN THE
 HW1890'TRACK.  A STANDARD DISK, STAMPED S 2 1933.
 HW1890
 HW1890                          STATION RECOVERY (1983)
 HW1890
 HW1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1890'NOT RECOVERED, THE DESCRIPTION IS NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0395 ***********************************************************************
 GX0395  DESIGNATION -  S 200
 GX0395  PID         -  GX0395
 GX0395  STATE/COUNTY-  WV/MONROE
 GX0395  USGS QUAD   -  PETERSTOWN (1984)
 GX0395
 GX0395                         *CURRENT SURVEY CONTROL
 GX0395  ___________________________________________________________________
 GX0395* NAD 83(1986)-  37 29 01.     (N)    080 46 17.     (W)     SCALED    
 GX0395* NAVD 88     -       554.244  (meters)    1818.38   (feet)  ADJUSTED  
 GX0395  ___________________________________________________________________
 GX0395  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0395  DYNAMIC HT  -         553.770 (meters)    1816.83  (feet)  COMP
 GX0395  MODELED GRAV-     979,758.2   (mgal)                       NAVD 88
 GX0395
 GX0395  VERT ORDER  -  FIRST     CLASS II
 GX0395
 GX0395.The horizontal coordinates were scaled from a topographic map and have
 GX0395.an estimated accuracy of +/- 6 seconds.
 GX0395
 GX0395.The orthometric height was determined by differential leveling
 GX0395.and adjusted by the National Geodetic Survey in June 1991..
 GX0395
 GX0395.The geoid height was determined by GEOID03.
 GX0395
 GX0395.The dynamic height is computed by dividing the NAVD 88
 GX0395.geopotential number by the normal gravity value computed on the
 GX0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0395.degrees latitude (g = 980.6199 gals.).
 GX0395
 GX0395.The modeled gravity was interpolated from observed gravity values.
 GX0395
 GX0395;                    North         East    Units  Estimated Accuracy
 GX0395;SPC WV S     -    53,700.      620,220.      MT  (+/- 180 meters Scaled)
 GX0395
 GX0395                          SUPERSEDED SURVEY CONTROL
 GX0395
 GX0395  NGVD 29 (??/??/92)  554.373  (m)         1818.81   (f) ADJ UNCH    1 2
 GX0395
 GX0395.Superseded values are not recommended for survey control.
 GX0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0395.See file dsdata.txt to determine how the superseded data were derived.
 GX0395
 GX0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB202485(NAD 83)
 GX0395_MARKER: DB = BENCH MARK DISK
 GX0395_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX0395_STAMPING: S 200 1958
 GX0395_MARK LOGO: CGS   
 GX0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0395+STABILITY: SURFACE MOTION
 GX0395
 GX0395  HISTORY     - Date     Condition        Report By
 GX0395  HISTORY     - 1958     MONUMENTED       CGS
 GX0395  HISTORY     - 1984     GOOD             NGS
 GX0395
 GX0395                          STATION DESCRIPTION
 GX0395
 GX0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0395'0.8 MI NE FROM BALLARD.
 GX0395'0.8 MILE NORTHEAST ALONG STATE HIGHWAY 12 FROM THE ELEMENTARY
 GX0395'SCHOOL AT BALLARD, 0.35 MILE NORTHEAST AND DOWNHILL FROM A PULL
 GX0395'OUT AND CONCRETE BLOCK BUILDING WEST OF THE HIGHWAY, 21 FEET
 GX0395'NORTHWEST OF CENTER LINE OF HIGHWAY, IN TOP OF THE NORTHWEST END
 GX0395'OF THE RIGHT ANGLE SHAPED NORTHWEST HEAD WALL OF A 15-INCH CONCRETE
 GX0395'PIPE CULVERT UNDER THE HIGHWAY, 15 YARDS SOUTHWEST AND UPHILL FROM
 GX0395'THE SOUTHWEST END OF AN ABANDONED QUARRY, AND ABOUT LEVEL WITH
 GX0395'THE HIGHWAY.
 GX0395
 GX0395                          STATION RECOVERY (1984)
 GX0395
 GX0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0697 ***********************************************************************
 GX0697  DESIGNATION -  S 201
 GX0697  PID         -  GX0697
 GX0697  STATE/COUNTY-  WV/SUMMERS
 GX0697  USGS QUAD   -  ALDERSON (1976)
 GX0697
 GX0697                         *CURRENT SURVEY CONTROL
 GX0697  ___________________________________________________________________
 GX0697* NAD 83(1986)-  37 40 34.     (N)    080 42 01.     (W)     SCALED    
 GX0697* NAVD 88     -       465.763  (meters)    1528.09   (feet)  ADJUSTED  
 GX0697  ___________________________________________________________________
 GX0697  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX0697  DYNAMIC HT  -         465.376 (meters)    1526.82  (feet)  COMP
 GX0697  MODELED GRAV-     979,785.1   (mgal)                       NAVD 88
 GX0697
 GX0697  VERT ORDER  -  FIRST     CLASS II
 GX0697
 GX0697.The horizontal coordinates were scaled from a topographic map and have
 GX0697.an estimated accuracy of +/- 6 seconds.
 GX0697
 GX0697.The orthometric height was determined by differential leveling
 GX0697.and adjusted by the National Geodetic Survey in June 1991..
 GX0697
 GX0697.The geoid height was determined by GEOID03.
 GX0697
 GX0697.The dynamic height is computed by dividing the NAVD 88
 GX0697.geopotential number by the normal gravity value computed on the
 GX0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0697.degrees latitude (g = 980.6199 gals.).
 GX0697
 GX0697.The modeled gravity was interpolated from observed gravity values.
 GX0697
 GX0697;                    North         East    Units  Estimated Accuracy
 GX0697;SPC WV S     -    75,080.      626,440.      MT  (+/- 180 meters Scaled)
 GX0697
 GX0697                          SUPERSEDED SURVEY CONTROL
 GX0697
 GX0697  NGVD 29 (??/??/92)  465.925  (m)         1528.62   (f) ADJ UNCH    1 2
 GX0697
 GX0697.Superseded values are not recommended for survey control.
 GX0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0697.See file dsdata.txt to determine how the superseded data were derived.
 GX0697
 GX0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB264699(NAD 83)
 GX0697_MARKER: DB = BENCH MARK DISK
 GX0697_SETTING: 66 = SET IN ROCK OUTCROP
 GX0697_SP_SET: ROCK CUT
 GX0697_STAMPING: S 201 1958
 GX0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0697+STABILITY: POSITION/ELEVATION WELL
 GX0697
 GX0697  HISTORY     - Date     Condition        Report By
 GX0697  HISTORY     - 1958     MONUMENTED       CGS
 GX0697  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0697
 GX0697                          STATION DESCRIPTION
 GX0697
 GX0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0697'1.4 MI E FROM PENCE SPRINGS.
 GX0697'ABOUT 1.35 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0697'THE CROSSING OF A BLACK TOP ROAD AT PENCE SPRINGS, 50 1/2 FEET
 GX0697'WEST OF MILEPOST 342, 10.6 FEET SOUTH OF THE SOUTH RAIL OF THE
 GX0697'SOUTH TRACK, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK CUT,
 GX0697'3 1/2 FEET ABOVE THE GROUND, 30 FEET EAST OF THE CENTER OF THE
 GX0697'TRIGGER SECTION OF ROCK FALL WARNING FENCE FOR RAILWAY, 51.9 FEET
 GX0697'WEST OF BENCH MARK 1525 (USGS), 170 YARDS WEST OF THE WEST END OF
 GX0697'A CURVE, ABOUT 0.45 MILE EAST OF A PRIVATE ROAD CROSSING AND THE
 GX0697'FLAG STATION AT RIFFE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 GX0697'TRACK.
 GX0697
 GX0697                          STATION RECOVERY (1984)
 GX0697
 GX0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0697'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0697'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0048 ***********************************************************************
 GX0048  DESIGNATION -  S 202
 GX0048  PID         -  GX0048
 GX0048  STATE/COUNTY-  WV/GREENBRIER
 GX0048  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0048
 GX0048                         *CURRENT SURVEY CONTROL
 GX0048  ___________________________________________________________________
 GX0048* NAD 83(1986)-  37 47 18.     (N)    080 18 03.     (W)     SCALED    
 GX0048* NAVD 88     -       588.515  (meters)    1930.82   (feet)  ADJUSTED  
 GX0048  ___________________________________________________________________
 GX0048  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GX0048  DYNAMIC HT  -         588.023 (meters)    1929.21  (feet)  COMP
 GX0048  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 GX0048
 GX0048  VERT ORDER  -  FIRST     CLASS II
 GX0048
 GX0048.The horizontal coordinates were scaled from a topographic map and have
 GX0048.an estimated accuracy of +/- 6 seconds.
 GX0048
 GX0048.The orthometric height was determined by differential leveling
 GX0048.and adjusted by the National Geodetic Survey in June 1991..
 GX0048.WARNING-Repeat measurements at this control monument indicate possible
 GX0048.vertical movement.
 GX0048
 GX0048.The geoid height was determined by GEOID03.
 GX0048
 GX0048.The dynamic height is computed by dividing the NAVD 88
 GX0048.geopotential number by the normal gravity value computed on the
 GX0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0048.degrees latitude (g = 980.6199 gals.).
 GX0048
 GX0048.The modeled gravity was interpolated from observed gravity values.
 GX0048
 GX0048;                    North         East    Units  Estimated Accuracy
 GX0048;SPC WV S     -    87,730.      661,580.      MT  (+/- 180 meters Scaled)
 GX0048
 GX0048                          SUPERSEDED SURVEY CONTROL
 GX0048
 GX0048  NGVD 29 (??/??/92)  588.671  (m)         1931.33   (f) ADJ UNCH    1 2
 GX0048
 GX0048.Superseded values are not recommended for survey control.
 GX0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0048.See file dsdata.txt to determine how the superseded data were derived.
 GX0048
 GX0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB615825(NAD 83)
 GX0048_MARKER: DB = BENCH MARK DISK
 GX0048_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GX0048+WITH SETTING: PAVEMENT
 GX0048_STAMPING: S 202 1958
 GX0048_MARK LOGO: CGS   
 GX0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0048+STABILITY: SURFACE MOTION
 GX0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX0048+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 GX0048
 GX0048  HISTORY     - Date     Condition        Report By
 GX0048  HISTORY     - 1958     MONUMENTED       CGS
 GX0048  HISTORY     - 1984     GOOD             NGS
 GX0048  HISTORY     - 20051004 GOOD             TEI
 GX0048
 GX0048                          STATION DESCRIPTION
 GX0048
 GX0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0048'AT W SULPHUR SPRINGS.
 GX0048'AT WHITE SULPHUR SPRINGS, 0.2 MILE EAST ALONG THE CHESAPEAKE AND
 GX0048'OHIO RAILWAY FROM THE STATION, AT A NARROW ROAD CROSSING, 7 FEET
 GX0048'SOUTH OF THE SOUTH RAIL OF THE SOUTH ONE OF FOUR TRACKS, IN TOP
 GX0048'OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION TO THE SECOND
 GX0048'SIGNAL BRIDGE EAST OF THE STATION, 26 FEET WEST OF CENTER LINE
 GX0048'OF ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 GX0048
 GX0048                          STATION RECOVERY (1984)
 GX0048
 GX0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0048'RECOVERED IN GOOD CONDITION.
 GX0048
 GX0048                          STATION RECOVERY (2005)
 GX0048
 GX0048'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2005 (EMM)
 GX0048'RECOVERED AS DESCRIBED,
 GX0048'STATION IS WEST OF THE SURBER STREET CROSSING FOR THE CSX LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1892 ***********************************************************************
 HX1892  DESIGNATION -  S 203
 HX1892  PID         -  HX1892
 HX1892  STATE/COUNTY-  WV/KANAWHA
 HX1892  USGS QUAD   -  MONTGOMERY (1976)
 HX1892
 HX1892                         *CURRENT SURVEY CONTROL
 HX1892  ___________________________________________________________________
 HX1892* NAD 83(1986)-  38 11 04.     (N)    081 19 43.     (W)     SCALED    
 HX1892* NAVD 88     -       196.619  (meters)     645.07   (feet)  ADJUSTED  
 HX1892  ___________________________________________________________________
 HX1892  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HX1892  DYNAMIC HT  -         196.480 (meters)     644.62  (feet)  COMP
 HX1892  MODELED GRAV-     979,914.6   (mgal)                       NAVD 88
 HX1892
 HX1892  VERT ORDER  -  FIRST     CLASS II
 HX1892
 HX1892.The horizontal coordinates were scaled from a topographic map and have
 HX1892.an estimated accuracy of +/- 6 seconds.
 HX1892
 HX1892.The orthometric height was determined by differential leveling
 HX1892.and adjusted by the National Geodetic Survey in June 1991..
 HX1892
 HX1892.The geoid height was determined by GEOID03.
 HX1892
 HX1892.The dynamic height is computed by dividing the NAVD 88
 HX1892.geopotential number by the normal gravity value computed on the
 HX1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1892.degrees latitude (g = 980.6199 gals.).
 HX1892
 HX1892.The modeled gravity was interpolated from observed gravity values.
 HX1892
 HX1892;                    North         East    Units  Estimated Accuracy
 HX1892;SPC WV S     -   131,510.      571,210.      MT  (+/- 180 meters Scaled)
 HX1892
 HX1892                          SUPERSEDED SURVEY CONTROL
 HX1892
 HX1892  NGVD 29 (??/??/92)  196.808  (m)          645.69   (f) ADJ UNCH    1 2
 HX1892
 HX1892.Superseded values are not recommended for survey control.
 HX1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1892.See file dsdata.txt to determine how the superseded data were derived.
 HX1892
 HX1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC712263(NAD 83)
 HX1892_MARKER: DB = BENCH MARK DISK
 HX1892_SETTING: 66 = SET IN ROCK OUTCROP
 HX1892_SP_SET: ROCK CUT
 HX1892_STAMPING: S 203 1959
 HX1892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1892+STABILITY: POSITION/ELEVATION WELL
 HX1892
 HX1892  HISTORY     - Date     Condition        Report By
 HX1892  HISTORY     - 1959     MONUMENTED       CGS
 HX1892
 HX1892                          STATION DESCRIPTION
 HX1892
 HX1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1892'1.4 MI W FROM SMITHERS.
 HX1892'ABOUT 1.4 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX1892'THE STATION AT SMITHERS, 0.8 MILE WEST OF MONTGOMERY BRIDGE
 HX1892'OVER KANAWHA RIVER, AT MILEPOLE 151-30, 65 FEET NORTH OF AND
 HX1892'ACROSS U.S. HIGHWAY 21 AND 60 FROM THE NORTH RAIL, SET VERTICALLY
 HX1892'IN THE SOUTH FACE OF A LARGE ROCK CUT, 29 1/2 FEET NORTH OF THE
 HX1892'CENTER LINE OF THE HIGHWAY, 111 FEET NORTHWEST OF AND ACROSS
 HX1892'THE TRACK AND HIGHWAY FROM THE MILEPOLE, 2 1/2 FEET ABOVE THE
 HX1892'GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1897 ***********************************************************************
 HX1897  DESIGNATION -  S 204
 HX1897  PID         -  HX1897
 HX1897  STATE/COUNTY-  WV/KANAWHA
 HX1897  USGS QUAD   -  MONTGOMERY (1976)
 HX1897
 HX1897                         *CURRENT SURVEY CONTROL
 HX1897  ___________________________________________________________________
 HX1897* NAD 83(1986)-  38 11 39.     (N)    081 22 08.     (W)     SCALED    
 HX1897* NAVD 88     -       192.682  (meters)     632.16   (feet)  ADJUSTED  
 HX1897  ___________________________________________________________________
 HX1897  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HX1897  DYNAMIC HT  -         192.546 (meters)     631.71  (feet)  COMP
 HX1897  MODELED GRAV-     979,921.0   (mgal)                       NAVD 88
 HX1897
 HX1897  VERT ORDER  -  FIRST     CLASS II
 HX1897
 HX1897.The horizontal coordinates were scaled from a topographic map and have
 HX1897.an estimated accuracy of +/- 6 seconds.
 HX1897
 HX1897.The orthometric height was determined by differential leveling
 HX1897.and adjusted by the National Geodetic Survey in June 1991..
 HX1897
 HX1897.The geoid height was determined by GEOID03.
 HX1897
 HX1897.The dynamic height is computed by dividing the NAVD 88
 HX1897.geopotential number by the normal gravity value computed on the
 HX1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1897.degrees latitude (g = 980.6199 gals.).
 HX1897
 HX1897.The modeled gravity was interpolated from observed gravity values.
 HX1897
 HX1897;                    North         East    Units  Estimated Accuracy
 HX1897;SPC WV S     -   132,600.      567,690.      MT  (+/- 180 meters Scaled)
 HX1897
 HX1897                          SUPERSEDED SURVEY CONTROL
 HX1897
 HX1897  NGVD 29 (??/??/92)  192.873  (m)          632.78   (f) ADJ UNCH    1 2
 HX1897
 HX1897.Superseded values are not recommended for survey control.
 HX1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1897.See file dsdata.txt to determine how the superseded data were derived.
 HX1897
 HX1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC676274(NAD 83)
 HX1897_MARKER: DB = BENCH MARK DISK
 HX1897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1897_SP_SET: FLAGPOLE BASE
 HX1897_STAMPING: S 204 1959
 HX1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1897
 HX1897  HISTORY     - Date     Condition        Report By
 HX1897  HISTORY     - 1959     MONUMENTED       CGS
 HX1897
 HX1897                          STATION DESCRIPTION
 HX1897
 HX1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1897'3.7 MI W FROM SMITHERS.
 HX1897'ABOUT 3.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX1897'THE STATION AT SMITHERS, AT LONDON LOCK AND DAM (LOCK NO. 3,
 HX1897'KANAWHA RIVER), 132 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 42
 HX1897'FEET SOUTHEAST OF THE CENTER LINE OF THE ENTRANCE DRIVE, IN
 HX1897'TOP OF THE NORTH SIDE OF THE CONCRETE BASE TO THE FLAGPOLE, 1 1/2
 HX1897'FEET ABOVE THE GROUND, AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 HX1897'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2053 ***********************************************************************
 HX2053  DESIGNATION -  S 205
 HX2053  PID         -  HX2053
 HX2053  STATE/COUNTY-  WV/KANAWHA
 HX2053  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2053
 HX2053                         *CURRENT SURVEY CONTROL
 HX2053  ___________________________________________________________________
 HX2053* NAD 83(1986)-  38 18 56.     (N)    081 33 35.     (W)     SCALED    
 HX2053* NAVD 88     -       184.237  (meters)     604.45   (feet)  ADJUSTED  
 HX2053  ___________________________________________________________________
 HX2053  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HX2053  DYNAMIC HT  -         184.108 (meters)     604.03  (feet)  COMP
 HX2053  MODELED GRAV-     979,923.1   (mgal)                       NAVD 88
 HX2053
 HX2053  VERT ORDER  -  FIRST     CLASS II
 HX2053
 HX2053.The horizontal coordinates were scaled from a topographic map and have
 HX2053.an estimated accuracy of +/- 6 seconds.
 HX2053
 HX2053.The orthometric height was determined by differential leveling
 HX2053.and adjusted by the National Geodetic Survey in June 1991..
 HX2053
 HX2053.The geoid height was determined by GEOID03.
 HX2053
 HX2053.The dynamic height is computed by dividing the NAVD 88
 HX2053.geopotential number by the normal gravity value computed on the
 HX2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2053.degrees latitude (g = 980.6199 gals.).
 HX2053
 HX2053.The modeled gravity was interpolated from observed gravity values.
 HX2053
 HX2053;                    North         East    Units  Estimated Accuracy
 HX2053;SPC WV S     -   146,160.      551,050.      MT  (+/- 180 meters Scaled)
 HX2053
 HX2053                          SUPERSEDED SURVEY CONTROL
 HX2053
 HX2053  NGVD 29 (??/??/92)  184.432  (m)          605.09   (f) ADJ UNCH    1 2
 HX2053
 HX2053.Superseded values are not recommended for survey control.
 HX2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2053.See file dsdata.txt to determine how the superseded data were derived.
 HX2053
 HX2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC510409(NAD 83)
 HX2053_MARKER: DB = BENCH MARK DISK
 HX2053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2053_SP_SET: PIER LEG
 HX2053_STAMPING: S 205 1959
 HX2053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2053
 HX2053  HISTORY     - Date     Condition        Report By
 HX2053  HISTORY     - 1959     MONUMENTED       CGS
 HX2053  HISTORY     - 1973     GOOD             NGS
 HX2053
 HX2053                          STATION DESCRIPTION
 HX2053
 HX2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX2053'4.6 MI SE FROM CHARLESTON.
 HX2053'ABOUT 4.55 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2053'FROM THE STATION AT CHARLESTON, 0.25 MILES NORTHWEST OF THE
 HX2053'OVERHEAD BRIDGE OF THE WEST VIRGINIA TURNPIKE, 23 FEET
 HX2053'SOUTHWEST OF THE SOUTHWEST RAIL, SET VERTICALLY IN THE NORTHEAST
 HX2053'FACE OF THE SOUTHEAST LEG OF THE FIRST AND ONLY PIER SOUTHWEST
 HX2053'OF THE TRACK UNDER THE OVERPASS OF THE CHARELSTON ENTRANCE RAMP
 HX2053'TO THE W.VA. TURNPIKE, 2 1/2 FEET ABOVE THE GROUND, AND ABOUT
 HX2053'LEVEL WITH THE TRACK.
 HX2053
 HX2053                          STATION RECOVERY (1973)
 HX2053
 HX2053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HX2053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0784 ***********************************************************************
 GX0784  DESIGNATION -  S 206
 GX0784  PID         -  GX0784
 GX0784  STATE/COUNTY-  WV/FAYETTE
 GX0784  USGS QUAD   -  DANESE (1987)
 GX0784
 GX0784                         *CURRENT SURVEY CONTROL
 GX0784  ___________________________________________________________________
 GX0784* NAD 83(1986)-  37 57 44.     (N)    080 55 12.     (W)     SCALED    
 GX0784* NAVD 88     -       787.953  (meters)    2585.14   (feet)  ADJUSTED  
 GX0784  ___________________________________________________________________
 GX0784  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX0784  DYNAMIC HT  -         787.297 (meters)    2582.99  (feet)  COMP
 GX0784  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 GX0784
 GX0784  VERT ORDER  -  SECOND    CLASS 0
 GX0784
 GX0784.The horizontal coordinates were scaled from a topographic map and have
 GX0784.an estimated accuracy of +/- 6 seconds.
 GX0784
 GX0784.The orthometric height was determined by differential leveling
 GX0784.and adjusted by the National Geodetic Survey in June 1991..
 GX0784
 GX0784.The geoid height was determined by GEOID03.
 GX0784
 GX0784.The dynamic height is computed by dividing the NAVD 88
 GX0784.geopotential number by the normal gravity value computed on the
 GX0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0784.degrees latitude (g = 980.6199 gals.).
 GX0784
 GX0784.The modeled gravity was interpolated from observed gravity values.
 GX0784
 GX0784;                    North         East    Units  Estimated Accuracy
 GX0784;SPC WV S     -   106,800.      607,030.      MT  (+/- 180 meters Scaled)
 GX0784
 GX0784                          SUPERSEDED SURVEY CONTROL
 GX0784
 GX0784  NGVD 29 (??/??/92)  788.097  (m)         2585.61   (f) ADJ UNCH    2 0
 GX0784
 GX0784.Superseded values are not recommended for survey control.
 GX0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0784.See file dsdata.txt to determine how the superseded data were derived.
 GX0784
 GX0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC070016(NAD 83)
 GX0784_MARKER: DB = BENCH MARK DISK
 GX0784_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0784_SP_SET: UNSPECIFIED ROCK
 GX0784_STAMPING: S 206 1961
 GX0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0784
 GX0784  HISTORY     - Date     Condition        Report By
 GX0784  HISTORY     - 1961     MONUMENTED       CGS
 GX0784
 GX0784                          STATION DESCRIPTION
 GX0784
 GX0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0784'1.9 MI S FROM LANDISBURG.
 GX0784'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0784'AT LANDISBURG, NEAR THE JUNCTION OF COUNTY ROAD NO. 7 LEADING
 GX0784'EAST, SET ON THE TOP OF THE SOUTHEAST END OF A LARGE MASS OF ROCK
 GX0784'THAT IS AT THE NORTH CORNER OF THE ROAD AND HIGHWAY JUNCTION, 37
 GX0784'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET NORTHWEST
 GX0784'OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTHWEST OF THE NORTHEAST
 GX0784'END OF THE ROCK AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0791 ***********************************************************************
 GX0791  DESIGNATION -  S 207
 GX0791  PID         -  GX0791
 GX0791  STATE/COUNTY-  WV/FAYETTE
 GX0791  USGS QUAD   -  RAINELLE (1976)
 GX0791
 GX0791                         *CURRENT SURVEY CONTROL
 GX0791  ___________________________________________________________________
 GX0791* NAD 83(1986)-  37 54 32.     (N)    080 52 27.     (W)     SCALED    
 GX0791* NAVD 88     -       911.079  (meters)    2989.10   (feet)  ADJUSTED  
 GX0791  ___________________________________________________________________
 GX0791  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX0791  DYNAMIC HT  -         910.317 (meters)    2986.60  (feet)  COMP
 GX0791  MODELED GRAV-     979,760.9   (mgal)                       NAVD 88
 GX0791
 GX0791  VERT ORDER  -  SECOND    CLASS 0
 GX0791
 GX0791.The horizontal coordinates were scaled from a topographic map and have
 GX0791.an estimated accuracy of +/- 6 seconds.
 GX0791
 GX0791.The orthometric height was determined by differential leveling
 GX0791.and adjusted by the National Geodetic Survey in June 1991..
 GX0791
 GX0791.The geoid height was determined by GEOID03.
 GX0791
 GX0791.The dynamic height is computed by dividing the NAVD 88
 GX0791.geopotential number by the normal gravity value computed on the
 GX0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0791.degrees latitude (g = 980.6199 gals.).
 GX0791
 GX0791.The modeled gravity was interpolated from observed gravity values.
 GX0791
 GX0791;                    North         East    Units  Estimated Accuracy
 GX0791;SPC WV S     -   100,880.      611,070.      MT  (+/- 180 meters Scaled)
 GX0791
 GX0791                          SUPERSEDED SURVEY CONTROL
 GX0791
 GX0791  NGVD 29 (??/??/92)  911.229  (m)         2989.59   (f) ADJ UNCH    2 0
 GX0791
 GX0791.Superseded values are not recommended for survey control.
 GX0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0791.See file dsdata.txt to determine how the superseded data were derived.
 GX0791
 GX0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB110957(NAD 83)
 GX0791_MARKER: DB = BENCH MARK DISK
 GX0791_SETTING: 66 = SET IN ROCK OUTCROP
 GX0791_SP_SET: ROCK CUT
 GX0791_STAMPING: S 207 1961
 GX0791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0791+STABILITY: POSITION/ELEVATION WELL
 GX0791
 GX0791  HISTORY     - Date     Condition        Report By
 GX0791  HISTORY     - 1961     MONUMENTED       CGS
 GX0791
 GX0791                          STATION DESCRIPTION
 GX0791
 GX0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0791'2.6 MI SE FROM DANESE.
 GX0791'ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0791'AT DANESE, THENCE 2.5 MILES SOUTHEAST ALONG A BLACK TOP ROAD
 GX0791'LEADING TO MEADOW BRIDGE, 0.55 MILE SOUTHEAST OF THE JUNCTION
 GX0791'OF LOOPS ROAD, AT THE INSIDE OF A LONG CURVE, SET VERTICALLY
 GX0791'IN THE EAST FACE OF A ROCK CUT THAT IS 25 YARDS LONG AND ABOUT
 GX0791'8 FEET HIGH, 20 FEET WEST OF THE CENTER LINE OF THE ROAD, 24 FEET
 GX0791'NORTH OF THE SOUTH END OF THE CUT, 1 1/2 FEET ABOVE THE LEVEL
 GX0791'OF THE GROUND AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0018 ***********************************************************************
 HY0018  DESIGNATION -  S 2073 2877 W
 HY0018  PID         -  HY0018
 HY0018  STATE/COUNTY-  WV/MASON
 HY0018  USGS QUAD   -  GALLIPOLIS (1983)
 HY0018
 HY0018                         *CURRENT SURVEY CONTROL
 HY0018  ___________________________________________________________________
 HY0018* NAD 83(1986)-  38 46 16.     (N)    082 11 58.     (W)     SCALED    
 HY0018* NAVD 88     -       177.441  (meters)     582.15   (feet)  ADJUSTED  
 HY0018  ___________________________________________________________________
 HY0018  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HY0018  DYNAMIC HT  -         177.328 (meters)     581.78  (feet)  COMP
 HY0018  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 HY0018
 HY0018  VERT ORDER  -  FIRST     CLASS II
 HY0018
 HY0018.The horizontal coordinates were scaled from a topographic map and have
 HY0018.an estimated accuracy of +/- 6 seconds.
 HY0018
 HY0018.The orthometric height was determined by differential leveling
 HY0018.and adjusted by the National Geodetic Survey in June 1991..
 HY0018
 HY0018.The geoid height was determined by GEOID03.
 HY0018
 HY0018.The dynamic height is computed by dividing the NAVD 88
 HY0018.geopotential number by the normal gravity value computed on the
 HY0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0018.degrees latitude (g = 980.6199 gals.).
 HY0018
 HY0018.The modeled gravity was interpolated from observed gravity values.
 HY0018
 HY0018;                    North         East    Units  Estimated Accuracy
 HY0018;SPC WV S     -   197,250.      495,770.      MT  (+/- 180 meters Scaled)
 HY0018
 HY0018                          SUPERSEDED SURVEY CONTROL
 HY0018
 HY0018  NGVD 29 (??/??/92)  177.639  (m)          582.80   (f) ADJ UNCH    1 2
 HY0018
 HY0018.Superseded values are not recommended for survey control.
 HY0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0018.See file dsdata.txt to determine how the superseded data were derived.
 HY0018
 HY0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC958920(NAD 83)
 HY0018_MARKER: DD = SURVEY DISK
 HY0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0018_STAMPING: S 2073 2877 W
 HY0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0018+STABILITY: SURFACE MOTION
 HY0018
 HY0018  HISTORY     - Date     Condition        Report By
 HY0018  HISTORY     - UNK      MONUMENTED       LOCENG
 HY0018  HISTORY     - 1956     GOOD             NGS
 HY0018
 HY0018                          STATION DESCRIPTION
 HY0018
 HY0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0018'0.5 MI N FROM BEALE.
 HY0018'ABOUT 0.5 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0018'THE SCHOOL AT BEALE, ON PROPERTY OF THE CELANESE CORPORATION OF
 HY0018'AMERICA.  THE KNOB OF A DISK SET IN THE TOP OF A CONCRETE POST.
 HY0018'NOTE-- THIS MARK WAS LEVELED TO AT REQUEST OF THE CHIEF ENGINEER,
 HY0018'CELANESE CORP. AND THE OBSERVER FAILED TO DESCRIBE MARK.  FOR
 HY0018'LOCATION OF MARK CONTACT THE CHIEF ENGINEER, CELANESE CORPORATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0815 ***********************************************************************
 GX0815  DESIGNATION -  S 208
 GX0815  PID         -  GX0815
 GX0815  STATE/COUNTY-  WV/SUMMERS
 GX0815  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0815
 GX0815                         *CURRENT SURVEY CONTROL
 GX0815  ___________________________________________________________________
 GX0815* NAD 83(1986)-  37 50 49.     (N)    080 50 44.     (W)     SCALED    
 GX0815* NAVD 88     -       744.682  (meters)    2443.18   (feet)  ADJUSTED  
 GX0815  ___________________________________________________________________
 GX0815  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX0815  DYNAMIC HT  -         744.066 (meters)    2441.16  (feet)  COMP
 GX0815  MODELED GRAV-     979,777.9   (mgal)                       NAVD 88
 GX0815
 GX0815  VERT ORDER  -  SECOND    CLASS 0
 GX0815
 GX0815.The horizontal coordinates were scaled from a topographic map and have
 GX0815.an estimated accuracy of +/- 6 seconds.
 GX0815
 GX0815.The orthometric height was determined by differential leveling
 GX0815.and adjusted by the National Geodetic Survey in June 1991..
 GX0815
 GX0815.The geoid height was determined by GEOID03.
 GX0815
 GX0815.The dynamic height is computed by dividing the NAVD 88
 GX0815.geopotential number by the normal gravity value computed on the
 GX0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0815.degrees latitude (g = 980.6199 gals.).
 GX0815
 GX0815.The modeled gravity was interpolated from observed gravity values.
 GX0815
 GX0815;                    North         East    Units  Estimated Accuracy
 GX0815;SPC WV S     -    94,010.      613,590.      MT  (+/- 180 meters Scaled)
 GX0815
 GX0815                          SUPERSEDED SURVEY CONTROL
 GX0815
 GX0815  NGVD 29 (??/??/92)  744.839  (m)         2443.69   (f) ADJ UNCH    2 0
 GX0815
 GX0815.Superseded values are not recommended for survey control.
 GX0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0815.See file dsdata.txt to determine how the superseded data were derived.
 GX0815
 GX0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB135888(NAD 83)
 GX0815_MARKER: DB = BENCH MARK DISK
 GX0815_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0815_SP_SET: UNSPECIFIED ROCK
 GX0815_STAMPING: S 208 1961
 GX0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0815
 GX0815  HISTORY     - Date     Condition        Report By
 GX0815  HISTORY     - 1961     MONUMENTED       CGS
 GX0815  HISTORY     - 1980     GOOD             LOCSUR
 GX0815
 GX0815                          STATION DESCRIPTION
 GX0815
 GX0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0815'1.2 MI SE FROM MEADOW BRIDGE.
 GX0815'ABOUT 1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0815'CHESAPEAKE AND OHIO RAILWAY STATION AT MEADOW BRIDGE, ABOUT
 GX0815'1.0 MILE NORTHWEST OF THE LANE METHODIST CHURCH, ABOUT 0.35
 GX0815'MILE SOUTHEAST OF THE SUMMERS-FAYETTE COUNTY LINE, SET ON TOP OF
 GX0815'THE EAST END OF A ROCK THAT IS 10 FEET LONG AND 2 1/2 FEET WIDE,
 GX0815'25 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET WEST
 GX0815'OF THE EAST END OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE
 GX0815'HIGHWAY.
 GX0815
 GX0815                          STATION RECOVERY (1980)
 GX0815
 GX0815'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0971 ***********************************************************************
 GX0971  DESIGNATION -  S 209
 GX0971  PID         -  GX0971
 GX0971  STATE/COUNTY-  WV/FAYETTE
 GX0971  USGS QUAD   -  RAINELLE (1976)
 GX0971
 GX0971                         *CURRENT SURVEY CONTROL
 GX0971  ___________________________________________________________________
 GX0971* NAD 83(1986)-  37 57 40.     (N)    080 50 56.     (W)     SCALED    
 GX0971* NAVD 88     -       816.595  (meters)    2679.11   (feet)  ADJUSTED  
 GX0971  ___________________________________________________________________
 GX0971  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX0971  DYNAMIC HT  -         815.908 (meters)    2676.86  (feet)  COMP
 GX0971  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 GX0971
 GX0971  VERT ORDER  -  SECOND    CLASS 0
 GX0971
 GX0971.The horizontal coordinates were scaled from a topographic map and have
 GX0971.an estimated accuracy of +/- 6 seconds.
 GX0971
 GX0971.The orthometric height was determined by differential leveling
 GX0971.and adjusted by the National Geodetic Survey in June 1991..
 GX0971
 GX0971.The geoid height was determined by GEOID03.
 GX0971
 GX0971.The dynamic height is computed by dividing the NAVD 88
 GX0971.geopotential number by the normal gravity value computed on the
 GX0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0971.degrees latitude (g = 980.6199 gals.).
 GX0971
 GX0971.The modeled gravity was interpolated from observed gravity values.
 GX0971
 GX0971;                    North         East    Units  Estimated Accuracy
 GX0971;SPC WV S     -   106,680.      613,280.      MT  (+/- 180 meters Scaled)
 GX0971
 GX0971                          SUPERSEDED SURVEY CONTROL
 GX0971
 GX0971  NGVD 29 (??/??/92)  816.732  (m)         2679.56   (f) ADJ UNCH    2 0
 GX0971
 GX0971.Superseded values are not recommended for survey control.
 GX0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0971.See file dsdata.txt to determine how the superseded data were derived.
 GX0971
 GX0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC132015(NAD 83)
 GX0971_MARKER: DB = BENCH MARK DISK
 GX0971_SETTING: 66 = SET IN ROCK OUTCROP
 GX0971_SP_SET: ROCK
 GX0971_STAMPING: S 209 1961
 GX0971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0971+STABILITY: POSITION/ELEVATION WELL
 GX0971
 GX0971  HISTORY     - Date     Condition        Report By
 GX0971  HISTORY     - 1961     MONUMENTED       CGS
 GX0971
 GX0971                          STATION DESCRIPTION
 GX0971
 GX0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0971'6.4 MI SW FROM RAINELLE.
 GX0971'ABOUT 4.55 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 GX0971'OF STATE HIGHWAY 20 AT RAINELLE, THENCE 1.8 MILES SOUTH ALONG
 GX0971'GLADE CREEK ROAD (COUNTY ROAD NO. 16), AT THE OUTSIDE OF A SHARP
 GX0971'CURVE, AT THE JUNCTION OF A MOUNTAIN ROAD LEADING WEST UPHILL, SET
 GX0971'ON THE TOP OF THE NORTH CORNER OF A SLOPING ROCK THAT IS 8 FEET
 GX0971'LONG AND 5 FEET WIDE, 15 FEET NORTH OF THE CENTER LINE OF THE
 GX0971'GLADE CREEK ROAD, 12 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 GX0971'LEADING WEST, 1 1/2 FEET SOUTH OF THE NORTH CORNER OF THE ROCK
 GX0971'AND 2 FEET ABOVE THE LEVEL OF THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0844 ***********************************************************************
 GX0844  DESIGNATION -  S 210
 GX0844  PID         -  GX0844
 GX0844  STATE/COUNTY-  WV/SUMMERS
 GX0844  USGS QUAD   -  MEADOW CREEK (1988)
 GX0844
 GX0844                         *CURRENT SURVEY CONTROL
 GX0844  ___________________________________________________________________
 GX0844* NAD 83(1986)-  37 46 11.     (N)    080 52 54.     (W)     SCALED    
 GX0844* NAVD 88     -       464.640  (meters)    1524.41   (feet)  ADJUSTED  
 GX0844  ___________________________________________________________________
 GX0844  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0844  DYNAMIC HT  -         464.270 (meters)    1523.19  (feet)  COMP
 GX0844  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 GX0844
 GX0844  VERT ORDER  -  SECOND    CLASS 0
 GX0844
 GX0844.The horizontal coordinates were scaled from a topographic map and have
 GX0844.an estimated accuracy of +/- 6 seconds.
 GX0844
 GX0844.The orthometric height was determined by differential leveling
 GX0844.and adjusted by the National Geodetic Survey in June 1991..
 GX0844
 GX0844.The geoid height was determined by GEOID03.
 GX0844
 GX0844.The dynamic height is computed by dividing the NAVD 88
 GX0844.geopotential number by the normal gravity value computed on the
 GX0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0844.degrees latitude (g = 980.6199 gals.).
 GX0844
 GX0844.The modeled gravity was interpolated from observed gravity values.
 GX0844
 GX0844;                    North         East    Units  Estimated Accuracy
 GX0844;SPC WV S     -    85,440.      610,430.      MT  (+/- 180 meters Scaled)
 GX0844
 GX0844                          SUPERSEDED SURVEY CONTROL
 GX0844
 GX0844  NGVD 29 (??/??/92)  464.816  (m)         1524.98   (f) ADJ UNCH    2 0
 GX0844
 GX0844.Superseded values are not recommended for survey control.
 GX0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0844.See file dsdata.txt to determine how the superseded data were derived.
 GX0844
 GX0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB104802(NAD 83)
 GX0844_MARKER: DB = BENCH MARK DISK
 GX0844_SETTING: 66 = SET IN ROCK OUTCROP
 GX0844_SP_SET: ROCK CUT
 GX0844_STAMPING: S 210 1961
 GX0844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0844+STABILITY: POSITION/ELEVATION WELL
 GX0844
 GX0844  HISTORY     - Date     Condition        Report By
 GX0844  HISTORY     - 1961     MONUMENTED       CGS
 GX0844
 GX0844                          STATION DESCRIPTION
 GX0844
 GX0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0844'1 MI SE FROM SANDSTONE.
 GX0844'0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE CHESAPEAKE AND
 GX0844'OHIO RAILWAY STATION AT SANDSTONE, THENCE 0.75 MILES SOUTHEAST
 GX0844'ALONG THE SANDSTONE-RAMP ROAD, 0.35 MILE NORTHWEST OF THE CHURCH
 GX0844'OF CHRIST, SET VERTICALLY IN THE SOUTH FACE OF A LONG ROCK CUT,
 GX0844'16 FEET NORTH OF THE CENTER LINE OF THE ROAD, 54 FEET EAST OF
 GX0844'THE NORTH END OF A 36-INCH PIPE CULVERT, 3 1/2 FEET ABOVE THE
 GX0844'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0884 ***********************************************************************
 GX0884  DESIGNATION -  S 211
 GX0884  PID         -  GX0884
 GX0884  STATE/COUNTY-  WV/SUMMERS
 GX0884  USGS QUAD   -  TALCOTT (1968)
 GX0884
 GX0884                         *CURRENT SURVEY CONTROL
 GX0884  ___________________________________________________________________
 GX0884* NAD 83(1986)-  37 42 06.     (N)    080 47 04.     (W)     SCALED    
 GX0884* NAVD 88     -       789.477  (meters)    2590.14   (feet)  ADJUSTED  
 GX0884  ___________________________________________________________________
 GX0884  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX0884  DYNAMIC HT  -         788.802 (meters)    2587.93  (feet)  COMP
 GX0884  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 GX0884
 GX0884  VERT ORDER  -  SECOND    CLASS 0
 GX0884
 GX0884.The horizontal coordinates were scaled from a topographic map and have
 GX0884.an estimated accuracy of +/- 6 seconds.
 GX0884
 GX0884.The orthometric height was determined by differential leveling
 GX0884.and adjusted by the National Geodetic Survey in June 1991..
 GX0884
 GX0884.The geoid height was determined by GEOID03.
 GX0884
 GX0884.The dynamic height is computed by dividing the NAVD 88
 GX0884.geopotential number by the normal gravity value computed on the
 GX0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0884.degrees latitude (g = 980.6199 gals.).
 GX0884
 GX0884.The modeled gravity was interpolated from observed gravity values.
 GX0884
 GX0884;                    North         East    Units  Estimated Accuracy
 GX0884;SPC WV S     -    77,900.      619,010.      MT  (+/- 180 meters Scaled)
 GX0884
 GX0884                          SUPERSEDED SURVEY CONTROL
 GX0884
 GX0884  NGVD 29 (??/??/92)  789.628  (m)         2590.64   (f) ADJ UNCH    2 0
 GX0884
 GX0884.Superseded values are not recommended for survey control.
 GX0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0884.See file dsdata.txt to determine how the superseded data were derived.
 GX0884
 GX0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB190727(NAD 83)
 GX0884_MARKER: DB = BENCH MARK DISK
 GX0884_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0884_SP_SET: UNSPECIFIED ROCK
 GX0884_STAMPING: S 211 1961
 GX0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0884
 GX0884  HISTORY     - Date     Condition        Report By
 GX0884  HISTORY     - 1961     MONUMENTED       CGS
 GX0884
 GX0884                          STATION DESCRIPTION
 GX0884
 GX0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0884'1.2 MI SW FROM JUDSON.
 GX0884'ABOUT 0.6 MILE WEST ALONG A BLACK TOP ROAD FROM THE T JUNCTION
 GX0884'AT JUDSON, THENCE 0.55 MILE SOUTH ALONG A GRADED ROAD, IN THE
 GX0884'NORTHEAST CORNER OF A SMALL TRIANGULAR SHAPED CULTIVATED FIELD,
 GX0884'SET ON THE TOP AND IN THE CENTER OF A 10-FEET LONG ROCK THAT IS
 GX0884'4 FEET WIDE AND PROJECTS 1 1/2 FEET ABOVE THE LEVEL OF THE
 GX0884'GROUND, 94 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE FIELD,
 GX0884'51 FEET WEST OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH
 GX0884'THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0866 ***********************************************************************
 GX0866  DESIGNATION -  S 212
 GX0866  PID         -  GX0866
 GX0866  STATE/COUNTY-  WV/SUMMERS
 GX0866  USGS QUAD   -  ALDERSON (1976)
 GX0866
 GX0866                         *CURRENT SURVEY CONTROL
 GX0866  ___________________________________________________________________
 GX0866* NAD 83(1986)-  37 43 23.     (N)    080 44 53.     (W)     SCALED    
 GX0866* NAVD 88     -       771.480  (meters)    2531.10   (feet)  ADJUSTED  
 GX0866  ___________________________________________________________________
 GX0866  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX0866  DYNAMIC HT  -         770.813 (meters)    2528.91  (feet)  COMP
 GX0866  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 GX0866
 GX0866  VERT ORDER  -  SECOND    CLASS 0
 GX0866
 GX0866.The horizontal coordinates were scaled from a topographic map and have
 GX0866.an estimated accuracy of +/- 6 seconds.
 GX0866
 GX0866.The orthometric height was determined by differential leveling
 GX0866.and adjusted by the National Geodetic Survey in June 1991..
 GX0866
 GX0866.The geoid height was determined by GEOID03.
 GX0866
 GX0866.The dynamic height is computed by dividing the NAVD 88
 GX0866.geopotential number by the normal gravity value computed on the
 GX0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0866.degrees latitude (g = 980.6199 gals.).
 GX0866
 GX0866.The modeled gravity was interpolated from observed gravity values.
 GX0866
 GX0866;                    North         East    Units  Estimated Accuracy
 GX0866;SPC WV S     -    80,280.      622,210.      MT  (+/- 180 meters Scaled)
 GX0866
 GX0866                          SUPERSEDED SURVEY CONTROL
 GX0866
 GX0866  NGVD 29 (??/??/92)  771.624  (m)         2531.57   (f) ADJ UNCH    2 0
 GX0866
 GX0866.Superseded values are not recommended for survey control.
 GX0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0866.See file dsdata.txt to determine how the superseded data were derived.
 GX0866
 GX0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB222751(NAD 83)
 GX0866_MARKER: DB = BENCH MARK DISK
 GX0866_SETTING: 66 = SET IN ROCK OUTCROP
 GX0866_SP_SET: ROCK CUT
 GX0866_STAMPING: S 212 1961
 GX0866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0866+STABILITY: POSITION/ELEVATION WELL
 GX0866
 GX0866  HISTORY     - Date     Condition        Report By
 GX0866  HISTORY     - 1961     MONUMENTED       CGS
 GX0866
 GX0866                          STATION DESCRIPTION
 GX0866
 GX0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0866'7.4 MI W FROM ALDERSON.
 GX0866'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0866'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 5.1 MILES
 GX0866'WEST ALONG A BLACK TOP ROAD, ON THE EAST SLOPE OF A MOUNTAIN, AT
 GX0866'THE INSIDE OF A SHARP CURVE, SET VERTICALLY IN THE SOUTHEAST FACE
 GX0866'OF A ROCK CUT, 19 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 GX0866'24 FEET SOUTHWEST OF THE EAST CORNER OF THE ROCK AND 2 1/2 FEET
 GX0866'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0990 ***********************************************************************
 GX0990  DESIGNATION -  S 213
 GX0990  PID         -  GX0990
 GX0990  STATE/COUNTY-  WV/SUMMERS
 GX0990  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0990
 GX0990                         *CURRENT SURVEY CONTROL
 GX0990  ___________________________________________________________________
 GX0990* NAD 83(1986)-  37 48 09.     (N)    080 47 13.     (W)     SCALED    
 GX0990* NAVD 88     -       573.271  (meters)    1880.81   (feet)  ADJUSTED  
 GX0990  ___________________________________________________________________
 GX0990  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX0990  DYNAMIC HT  -         572.796 (meters)    1879.25  (feet)  COMP
 GX0990  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GX0990
 GX0990  VERT ORDER  -  SECOND    CLASS 0
 GX0990
 GX0990.The horizontal coordinates were scaled from a topographic map and have
 GX0990.an estimated accuracy of +/- 6 seconds.
 GX0990
 GX0990.The orthometric height was determined by differential leveling
 GX0990.and adjusted by the National Geodetic Survey in June 1991..
 GX0990
 GX0990.The geoid height was determined by GEOID03.
 GX0990
 GX0990.The dynamic height is computed by dividing the NAVD 88
 GX0990.geopotential number by the normal gravity value computed on the
 GX0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0990.degrees latitude (g = 980.6199 gals.).
 GX0990
 GX0990.The modeled gravity was interpolated from observed gravity values.
 GX0990
 GX0990;                    North         East    Units  Estimated Accuracy
 GX0990;SPC WV S     -    89,090.      618,760.      MT  (+/- 180 meters Scaled)
 GX0990
 GX0990                          SUPERSEDED SURVEY CONTROL
 GX0990
 GX0990  NGVD 29 (??/??/92)  573.431  (m)         1881.33   (f) ADJ UNCH    2 0
 GX0990
 GX0990.Superseded values are not recommended for survey control.
 GX0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0990.See file dsdata.txt to determine how the superseded data were derived.
 GX0990
 GX0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB187839(NAD 83)
 GX0990_MARKER: DB = BENCH MARK DISK
 GX0990_SETTING: 66 = SET IN ROCK OUTCROP
 GX0990_SP_SET: ROCK
 GX0990_STAMPING: S 213 1961
 GX0990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0990+STABILITY: POSITION/ELEVATION WELL
 GX0990
 GX0990  HISTORY     - Date     Condition        Report By
 GX0990  HISTORY     - 1961     MONUMENTED       CGS
 GX0990
 GX0990                          STATION DESCRIPTION
 GX0990
 GX0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0990'3.4 MI SE FROM ELTON.
 GX0990'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE CHURCH
 GX0990'OF CHRIST AT ELTON, THENCE 0.5 MILE SOUTHEAST ALONG A BLACK TOP
 GX0990'ROAD, THENCE 1.4 MILES EAST ALONG A GRADED ROAD, ABOUT 0.6 MILE
 GX0990'EAST OF A 20-FOOT WOODEN BRIDGE OVER DUNCAN BRANCH, ALONG THE
 GX0990'WEST SLOPE OF A ROUGH CROOKED MOUNTAIN, SET ON THE TOP OF THE
 GX0990'NORTHEAST CORNER OF A ROCK THAT IS 20-FEET LONG, 10 FEET WIDE AND
 GX0990'ABOUT 1/2 OF THE ROCK IS UNDER THE ROAD, 20 FEET NORTH OF THE
 GX0990'CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTHWEST OF THE NORTHEAST
 GX0990'CORNER OF THE ROCK AND 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0928 ***********************************************************************
 GX0928  DESIGNATION -  S 214
 GX0928  PID         -  GX0928
 GX0928  STATE/COUNTY-  WV/GREENBRIER
 GX0928  USGS QUAD   -  RUPERT (1981)
 GX0928
 GX0928                         *CURRENT SURVEY CONTROL
 GX0928  ___________________________________________________________________
 GX0928* NAD 83(1986)-  37 55 32.     (N)    080 39 21.     (W)     SCALED    
 GX0928* NAVD 88     -       748.067  (meters)    2454.28   (feet)  ADJUSTED  
 GX0928  ___________________________________________________________________
 GX0928  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX0928  DYNAMIC HT  -         747.442 (meters)    2452.23  (feet)  COMP
 GX0928  MODELED GRAV-     979,768.8   (mgal)                       NAVD 88
 GX0928
 GX0928  VERT ORDER  -  SECOND    CLASS 0
 GX0928
 GX0928.The horizontal coordinates were scaled from a topographic map and have
 GX0928.an estimated accuracy of +/- 6 seconds.
 GX0928
 GX0928.The orthometric height was determined by differential leveling
 GX0928.and adjusted by the National Geodetic Survey in June 1991..
 GX0928
 GX0928.The geoid height was determined by GEOID03.
 GX0928
 GX0928.The dynamic height is computed by dividing the NAVD 88
 GX0928.geopotential number by the normal gravity value computed on the
 GX0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0928.degrees latitude (g = 980.6199 gals.).
 GX0928
 GX0928.The modeled gravity was interpolated from observed gravity values.
 GX0928
 GX0928;                    North         East    Units  Estimated Accuracy
 GX0928;SPC WV S     -   102,780.      630,260.      MT  (+/- 180 meters Scaled)
 GX0928
 GX0928                          SUPERSEDED SURVEY CONTROL
 GX0928
 GX0928  NGVD 29 (??/??/92)  748.210  (m)         2454.75   (f) ADJ UNCH    2 0
 GX0928
 GX0928.Superseded values are not recommended for survey control.
 GX0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0928.See file dsdata.txt to determine how the superseded data were derived.
 GX0928
 GX0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB302976(NAD 83)
 GX0928_MARKER: DB = BENCH MARK DISK
 GX0928_SETTING: 66 = SET IN ROCK OUTCROP
 GX0928_SP_SET: ROCK CUT
 GX0928_STAMPING: S 214 1961
 GX0928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0928+STABILITY: POSITION/ELEVATION WELL
 GX0928
 GX0928  HISTORY     - Date     Condition        Report By
 GX0928  HISTORY     - 1961     MONUMENTED       CGS
 GX0928
 GX0928                          STATION DESCRIPTION
 GX0928
 GX0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0928'1.9 MI N FROM MEADOW BLUFF.
 GX0928'ABOUT 1.9 MILES NORTH ALONG A BLACK TOP ROAD FROM THE POST
 GX0928'OFFICE AT MEADOW BLUFF, ABOUT 150 YARDS SOUTHEAST OF THE JUNCTION
 GX0928'OF A SIDE ROAD LEADING WEST, ON THE NORTHWEST SLOPE OF A SHORT
 GX0928'STEEP HILL, AT THE INSIDE OF A CURVE, SET VERTICALLY IN THE
 GX0928'NORTH FACE OF A ROCK WITH A 3 FEET OVERHANG AND WHICH IS PART
 GX0928'OF A 6 FOOT CUT, 12 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 GX0928'THE ROAD, 3 FEET WEST OF THE NORTH END OF THE ROCK WITH A 2
 GX0928'FOOT OVERHANG AND 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0125 ***********************************************************************
 GX0125  DESIGNATION -  S 215
 GX0125  PID         -  GX0125
 GX0125  STATE/COUNTY-  WV/GREENBRIER
 GX0125  USGS QUAD   -  LEWISBURG (1979)
 GX0125
 GX0125                         *CURRENT SURVEY CONTROL
 GX0125  ___________________________________________________________________
 GX0125* NAD 83(1986)-  37 48 15.     (N)    080 27 09.     (W)     SCALED    
 GX0125* NAVD 88     -       667.585  (meters)    2190.24   (feet)  ADJUSTED  
 GX0125  ___________________________________________________________________
 GX0125  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0125  DYNAMIC HT  -         667.027 (meters)    2188.40  (feet)  COMP
 GX0125  MODELED GRAV-     979,771.7   (mgal)                       NAVD 88
 GX0125
 GX0125  VERT ORDER  -  FIRST     CLASS II
 GX0125
 GX0125.The horizontal coordinates were scaled from a topographic map and have
 GX0125.an estimated accuracy of +/- 6 seconds.
 GX0125
 GX0125.The orthometric height was determined by differential leveling
 GX0125.and adjusted by the National Geodetic Survey in June 1991..
 GX0125
 GX0125.The geoid height was determined by GEOID03.
 GX0125
 GX0125.The dynamic height is computed by dividing the NAVD 88
 GX0125.geopotential number by the normal gravity value computed on the
 GX0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0125.degrees latitude (g = 980.6199 gals.).
 GX0125
 GX0125.The modeled gravity was interpolated from observed gravity values.
 GX0125
 GX0125;                    North         East    Units  Estimated Accuracy
 GX0125;SPC WV S     -    89,400.      648,210.      MT  (+/- 180 meters Scaled)
 GX0125
 GX0125                          SUPERSEDED SURVEY CONTROL
 GX0125
 GX0125  NGVD 29 (??/??/92)  667.728  (m)         2190.70   (f) ADJ UNCH    1 2
 GX0125
 GX0125.Superseded values are not recommended for survey control.
 GX0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0125.See file dsdata.txt to determine how the superseded data were derived.
 GX0125
 GX0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB481842(NAD 83)
 GX0125_MARKER: DB = BENCH MARK DISK
 GX0125_SETTING: 66 = SET IN ROCK OUTCROP
 GX0125_SP_SET: ROCK
 GX0125_STAMPING: S 215 1961
 GX0125_MARK LOGO: CGS   
 GX0125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0125+STABILITY: POSITION/ELEVATION WELL
 GX0125
 GX0125  HISTORY     - Date     Condition        Report By
 GX0125  HISTORY     - 1961     MONUMENTED       CGS
 GX0125  HISTORY     - 1983     GOOD             NGS
 GX0125  HISTORY     - 1983     GOOD             NGS
 GX0125  HISTORY     - 1984     GOOD             NGS
 GX0125
 GX0125                          STATION DESCRIPTION
 GX0125
 GX0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0125'0.5 MI NW FROM LEWISBURG.
 GX0125'ABOUT 0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0125'OFFICE AT LEWISBURG, 0.1 MILE NORTHWEST OF A NARROW OVERPASS OVER
 GX0125'THE HIGHWAY, AT THE NORTHWEST END OF A LONG ROCK CUT, SET
 GX0125'VERTICALLY IN THE NORTHEAST FACE OF A ROCK THAT IS 6 FEET LONG AND
 GX0125'4 FEET HIGH, 25 YARDS NORTHWEST OF THE LEWISBURG CITY LIMIT SIGN,
 GX0125'19 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET
 GX0125'ABOVE THE LEVEL OF THE GROUND AND 2 FEET ABOVE THE LEVEL OF THE
 GX0125'HIGHWAY.
 GX0125
 GX0125                          STATION RECOVERY (1983)
 GX0125
 GX0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0125'RECOVERED IN GOOD CONDITION.
 GX0125
 GX0125                          STATION RECOVERY (1983)
 GX0125
 GX0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0125'RECOVERED IN GOOD CONDITION.
 GX0125
 GX0125                          STATION RECOVERY (1984)
 GX0125
 GX0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1018 ***********************************************************************
 GX1018  DESIGNATION -  S 216
 GX1018  PID         -  GX1018
 GX1018  STATE/COUNTY-  WV/GREENBRIER
 GX1018  USGS QUAD   -  ASBURY (1979)
 GX1018
 GX1018                         *CURRENT SURVEY CONTROL
 GX1018  ___________________________________________________________________
 GX1018* NAD 83(1986)-  37 48 58.     (N)    080 33 56.     (W)     SCALED    
 GX1018* NAVD 88     -       622.999  (meters)    2043.96   (feet)  ADJUSTED  
 GX1018  ___________________________________________________________________
 GX1018  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX1018  DYNAMIC HT  -         622.483 (meters)    2042.26  (feet)  COMP
 GX1018  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 GX1018
 GX1018  VERT ORDER  -  SECOND    CLASS 0
 GX1018
 GX1018.The horizontal coordinates were scaled from a topographic map and have
 GX1018.an estimated accuracy of +/- 6 seconds.
 GX1018
 GX1018.The orthometric height was determined by differential leveling
 GX1018.and adjusted by the National Geodetic Survey in June 1991..
 GX1018
 GX1018.The geoid height was determined by GEOID03.
 GX1018
 GX1018.The dynamic height is computed by dividing the NAVD 88
 GX1018.geopotential number by the normal gravity value computed on the
 GX1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1018.degrees latitude (g = 980.6199 gals.).
 GX1018
 GX1018.The modeled gravity was interpolated from observed gravity values.
 GX1018
 GX1018;                    North         East    Units  Estimated Accuracy
 GX1018;SPC WV S     -    90,670.      638,250.      MT  (+/- 180 meters Scaled)
 GX1018
 GX1018                          SUPERSEDED SURVEY CONTROL
 GX1018
 GX1018  NGVD 29 (??/??/92)  623.152  (m)         2044.46   (f) ADJ UNCH    2 0
 GX1018
 GX1018.Superseded values are not recommended for survey control.
 GX1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1018.See file dsdata.txt to determine how the superseded data were derived.
 GX1018
 GX1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB382855(NAD 83)
 GX1018_MARKER: DB = BENCH MARK DISK
 GX1018_SETTING: 66 = SET IN ROCK OUTCROP
 GX1018_SP_SET: ROCK LEDGE
 GX1018_STAMPING: S 216 1961
 GX1018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1018+STABILITY: POSITION/ELEVATION WELL
 GX1018
 GX1018  HISTORY     - Date     Condition        Report By
 GX1018  HISTORY     - 1961     MONUMENTED       CGS
 GX1018
 GX1018                          STATION DESCRIPTION
 GX1018
 GX1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1018'0.6 MI SW FROM ASBURY.
 GX1018'ABOUT 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE WEST
 GX1018'POINT BAPTIST CHURCH AT ASBURY, 0.2 MILE SOUTHWEST OF THE POST
 GX1018'OFFICE AND GENERAL STORE AT ASBURY, NEAR THE JUNCTION OF STATE
 GX1018'HIGHWAY 12 AND COUNTY ROAD NO. 31 (BLUE SULPHUR SPRINGS ROAD),
 GX1018'SET ON THE TOP OF A SLOPING ROCK LEDGE WHICH IS AT THE BASE OF
 GX1018'A LARGE ROCK CUT, 81 FEET SOUTH OF THE CENTER OF THE JUNCTION, 18
 GX1018'FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 12, 1.3
 GX1018'FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK AND 2 1/2 FEET
 GX1018'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1036 ***********************************************************************
 GX1036  DESIGNATION -  S 217
 GX1036  PID         -  GX1036
 GX1036  STATE/COUNTY-  WV/GREENBRIER
 GX1036  USGS QUAD   -  ASBURY (1979)
 GX1036
 GX1036                         *CURRENT SURVEY CONTROL
 GX1036  ___________________________________________________________________
 GX1036* NAD 83(1986)-  37 52 28.     (N)    080 31 22.     (W)     SCALED    
 GX1036* NAVD 88     -       642.112  (meters)    2106.66   (feet)  ADJUSTED  
 GX1036  ___________________________________________________________________
 GX1036  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX1036  DYNAMIC HT  -         641.576 (meters)    2104.90  (feet)  COMP
 GX1036  MODELED GRAV-     979,773.2   (mgal)                       NAVD 88
 GX1036
 GX1036  VERT ORDER  -  SECOND    CLASS 0
 GX1036
 GX1036.The horizontal coordinates were scaled from a topographic map and have
 GX1036.an estimated accuracy of +/- 6 seconds.
 GX1036
 GX1036.The orthometric height was determined by differential leveling
 GX1036.and adjusted by the National Geodetic Survey in June 1991..
 GX1036
 GX1036.The geoid height was determined by GEOID03.
 GX1036
 GX1036.The dynamic height is computed by dividing the NAVD 88
 GX1036.geopotential number by the normal gravity value computed on the
 GX1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1036.degrees latitude (g = 980.6199 gals.).
 GX1036
 GX1036.The modeled gravity was interpolated from observed gravity values.
 GX1036
 GX1036;                    North         East    Units  Estimated Accuracy
 GX1036;SPC WV S     -    97,160.      641,980.      MT  (+/- 180 meters Scaled)
 GX1036
 GX1036                          SUPERSEDED SURVEY CONTROL
 GX1036
 GX1036  NGVD 29 (??/??/92)  642.260  (m)         2107.15   (f) ADJ UNCH    2 0
 GX1036
 GX1036.Superseded values are not recommended for survey control.
 GX1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1036.See file dsdata.txt to determine how the superseded data were derived.
 GX1036
 GX1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB419919(NAD 83)
 GX1036_MARKER: DB = BENCH MARK DISK
 GX1036_SETTING: 66 = SET IN ROCK OUTCROP
 GX1036_SP_SET: ROCK CUT
 GX1036_STAMPING: S 217 1961
 GX1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1036+STABILITY: POSITION/ELEVATION WELL
 GX1036
 GX1036  HISTORY     - Date     Condition        Report By
 GX1036  HISTORY     - 1961     MONUMENTED       CGS
 GX1036
 GX1036                          STATION DESCRIPTION
 GX1036
 GX1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1036'7.7 MI NW FROM LEWISBURG.
 GX1036'ABOUT 7.7 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX1036'OFFICE AT LEWISBURG, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 GX1036'THAT IS 10 FEET LONG AND 3 FEET HIGH AND IS PART OF A ROCK CUT,
 GX1036'21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET EAST OF
 GX1036'THE WEST END OF THE ROCK CUT AND 3 FEET ABOVE THE LEVEL OF THE
 GX1036'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1991 ***********************************************************************
 HX1991  DESIGNATION -  S 218
 HX1991  PID         -  HX1991
 HX1991  STATE/COUNTY-  WV/FAYETTE
 HX1991  USGS QUAD   -  FAYETTEVILLE (1976)
 HX1991
 HX1991                         *CURRENT SURVEY CONTROL
 HX1991  ___________________________________________________________________
 HX1991* NAD 83(1986)-  38 07 01.     (N)    081 07 06.     (W)     SCALED    
 HX1991* NAVD 88     -       254.252  (meters)     834.16   (feet)  ADJUSTED  
 HX1991  ___________________________________________________________________
 HX1991  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HX1991  DYNAMIC HT  -         254.062 (meters)     833.54  (feet)  COMP
 HX1991  MODELED GRAV-     979,875.1   (mgal)                       NAVD 88
 HX1991
 HX1991  VERT ORDER  -  SECOND    CLASS 0
 HX1991
 HX1991.The horizontal coordinates were scaled from a topographic map and have
 HX1991.an estimated accuracy of +/- 6 seconds.
 HX1991
 HX1991.The orthometric height was determined by differential leveling
 HX1991.and adjusted by the National Geodetic Survey in June 1991..
 HX1991
 HX1991.The geoid height was determined by GEOID03.
 HX1991
 HX1991.The dynamic height is computed by dividing the NAVD 88
 HX1991.geopotential number by the normal gravity value computed on the
 HX1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1991.degrees latitude (g = 980.6199 gals.).
 HX1991
 HX1991.The modeled gravity was interpolated from observed gravity values.
 HX1991
 HX1991;                    North         East    Units  Estimated Accuracy
 HX1991;SPC WV S     -   123,970.      589,620.      MT  (+/- 180 meters Scaled)
 HX1991
 HX1991                          SUPERSEDED SURVEY CONTROL
 HX1991
 HX1991  NGVD 29 (??/??/92)  254.428  (m)          834.74   (f) ADJ UNCH    2 0
 HX1991
 HX1991.Superseded values are not recommended for survey control.
 HX1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1991.See file dsdata.txt to determine how the superseded data were derived.
 HX1991
 HX1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC896187(NAD 83)
 HX1991_MARKER: DB = BENCH MARK DISK
 HX1991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1991_SP_SET: ABUTMENT
 HX1991_STAMPING: S 218 1961
 HX1991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1991
 HX1991  HISTORY     - Date     Condition        Report By
 HX1991  HISTORY     - 1961     MONUMENTED       CGS
 HX1991  HISTORY     - 1962     GOOD             NGS
 HX1991
 HX1991                          STATION DESCRIPTION
 HX1991
 HX1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1991'2.6 MI SW FROM ANSTED.
 HX1991'ABOUT 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1991'HIGH SCHOOL AT ANSTED, THENCE 2.3 MILES SOUTHWEST ALONG A ROCK
 HX1991'ROAD THAT FOLLOWS THE BLUFF TO HAWKS NEST, AT HAWKS NEST, ON TOP
 HX1991'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE
 HX1991'CHESAPEAKE AND OHIO RAILWAY BRIDGE OVER NEW RIVER BRIDGE, 5
 HX1991'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 4 1/2
 HX1991'FEET SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT AND ABOUT LEVEL
 HX1991'WITH THE TOP OF RAIL.
 HX1991
 HX1991                          STATION RECOVERY (1962)
 HX1991
 HX1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX1991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1150 ***********************************************************************
 HX1150  DESIGNATION -  S 219
 HX1150  PID         -  HX1150
 HX1150  STATE/COUNTY-  WV/FAYETTE
 HX1150  USGS QUAD   -  WINONA (1976)
 HX1150
 HX1150                         *CURRENT SURVEY CONTROL
 HX1150  ___________________________________________________________________
 HX1150* NAD 83(1986)-  38 02 57.     (N)    080 56 38.     (W)     SCALED    
 HX1150* NAVD 88     -       684.057  (meters)    2244.28   (feet)  ADJUSTED  
 HX1150  ___________________________________________________________________
 HX1150  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HX1150  DYNAMIC HT  -         683.508 (meters)    2242.48  (feet)  COMP
 HX1150  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 HX1150
 HX1150  VERT ORDER  -  SECOND    CLASS 0
 HX1150
 HX1150.The horizontal coordinates were scaled from a topographic map and have
 HX1150.an estimated accuracy of +/- 6 seconds.
 HX1150
 HX1150.The orthometric height was determined by differential leveling
 HX1150.and adjusted by the National Geodetic Survey in June 1991..
 HX1150
 HX1150.The geoid height was determined by GEOID03.
 HX1150
 HX1150.The dynamic height is computed by dividing the NAVD 88
 HX1150.geopotential number by the normal gravity value computed on the
 HX1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1150.degrees latitude (g = 980.6199 gals.).
 HX1150
 HX1150.The modeled gravity was interpolated from observed gravity values.
 HX1150
 HX1150;                    North         East    Units  Estimated Accuracy
 HX1150;SPC WV S     -   116,450.      604,930.      MT  (+/- 180 meters Scaled)
 HX1150
 HX1150                          SUPERSEDED SURVEY CONTROL
 HX1150
 HX1150  NGVD 29 (??/??/92)  684.214  (m)         2244.79   (f) ADJ UNCH    2 0
 HX1150
 HX1150.Superseded values are not recommended for survey control.
 HX1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1150.See file dsdata.txt to determine how the superseded data were derived.
 HX1150
 HX1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC049112(NAD 83)
 HX1150_MARKER: DB = BENCH MARK DISK
 HX1150_SETTING: 66 = SET IN ROCK OUTCROP
 HX1150_SP_SET: ROCK CUT
 HX1150_STAMPING: S 219 1961
 HX1150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1150+STABILITY: POSITION/ELEVATION WELL
 HX1150
 HX1150  HISTORY     - Date     Condition        Report By
 HX1150  HISTORY     - 1961     MONUMENTED       CGS
 HX1150
 HX1150                          STATION DESCRIPTION
 HX1150
 HX1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1150'1.4 MI SE FROM LOOKOUT.
 HX1150'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE NUTTALL
 HX1150'HIGH SCHOOL AT LOOKOUT, 0.6 MILE SOUTHEAST OF THE JUNCTION OF A
 HX1150'BLACK TOP ROAD LEADING TO CLIFFTOP, 0.85 MILE NORTHWEST OF THE
 HX1150'JUNCTION OF U.S. HIGHWAY 19 LEADING NORTH TOWARD SUMMERSVILLE,
 HX1150'SET VERTICALLY IN THE NORTH FACE OF A LARGE ROCK CUT, 21 FEET
 HX1150'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 216 FEET SOUTHWEST
 HX1150'OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A DIM WOODS
 HX1150'ROAD LEADING NORTH, 15 FEET EAST OF THE WEST END OF THE ROCK
 HX1150'AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0049 ***********************************************************************
 JX0049  DESIGNATION -  S 22
 JX0049  PID         -  JX0049
 JX0049  STATE/COUNTY-  WV/WETZEL
 JX0049  USGS QUAD   -  HUNDRED (1976)
 JX0049
 JX0049                         *CURRENT SURVEY CONTROL
 JX0049  ___________________________________________________________________
 JX0049* NAD 83(1986)-  39 41 21.     (N)    080 28 47.     (W)     SCALED    
 JX0049* NAVD 88     -       302.350  (meters)     991.96   (feet)  ADJUSTED  
 JX0049  ___________________________________________________________________
 JX0049  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JX0049  DYNAMIC HT  -         302.174 (meters)     991.38  (feet)  COMP
 JX0049  MODELED GRAV-     980,034.9   (mgal)                       NAVD 88
 JX0049
 JX0049  VERT ORDER  -  FIRST     CLASS II
 JX0049
 JX0049.The horizontal coordinates were scaled from a topographic map and have
 JX0049.an estimated accuracy of +/- 6 seconds.
 JX0049
 JX0049.The orthometric height was determined by differential leveling
 JX0049.and adjusted by the National Geodetic Survey in June 1991..
 JX0049
 JX0049.The geoid height was determined by GEOID03.
 JX0049
 JX0049.The dynamic height is computed by dividing the NAVD 88
 JX0049.geopotential number by the normal gravity value computed on the
 JX0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0049.degrees latitude (g = 980.6199 gals.).
 JX0049
 JX0049.The modeled gravity was interpolated from observed gravity values.
 JX0049
 JX0049;                    North         East    Units  Estimated Accuracy
 JX0049;SPC WV N     -   132,480.      515,970.      MT  (+/- 180 meters Scaled)
 JX0049
 JX0049                          SUPERSEDED SURVEY CONTROL
 JX0049
 JX0049  NGVD 29 (??/??/92)  302.501  (m)          992.46   (f) ADJ UNCH    1 2
 JX0049
 JX0049.Superseded values are not recommended for survey control.
 JX0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0049.See file dsdata.txt to determine how the superseded data were derived.
 JX0049
 JX0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND446933(NAD 83)
 JX0049_MARKER: DB = BENCH MARK DISK
 JX0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0049_STAMPING: S 22 1935
 JX0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0049+STABILITY: SURFACE MOTION
 JX0049
 JX0049  HISTORY     - Date     Condition        Report By
 JX0049  HISTORY     - 1935     MONUMENTED       CGS
 JX0049
 JX0049                          STATION DESCRIPTION
 JX0049
 JX0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0049'1.6 MI NW FROM HUNDRED.
 JX0049'1.6 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0049'THE STATION AT HUNDRED, WETZEL COUNTY, 300 FEET WEST OF A BRIDGE,
 JX0049'40 FEET WEST OF THE WEST END OF A TUNNEL, 90 FEET SOUTHEAST OF
 JX0049'POLE 335+17, 15 FEET SOUTHEAST OF THE CENTERLINE OF A COUNTRY
 JX0049'ROAD CROSSING THE TRACK AND LEADING NORTHEAST TO A JUNCTION
 JX0049'WITH UNITED STATES HIGHWAY 250, AND 30 FEET SOUTH OF THE SOUTH
 JX0049'RAIL.  A STANDARD DISK, STAMPED S 22 1935 AND SET IN THE TOP
 JX0049'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1080 ***********************************************************************
 HX1080  DESIGNATION -  S 220
 HX1080  PID         -  HX1080
 HX1080  STATE/COUNTY-  WV/NICHOLAS
 HX1080  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1080
 HX1080                         *CURRENT SURVEY CONTROL
 HX1080  ___________________________________________________________________
 HX1080* NAD 83(1986)-  38 17 51.     (N)    080 52 26.     (W)     SCALED    
 HX1080* NAVD 88     -       506.226  (meters)    1660.84   (feet)  ADJUSTED  
 HX1080  ___________________________________________________________________
 HX1080  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HX1080  DYNAMIC HT  -         505.850 (meters)    1659.61  (feet)  COMP
 HX1080  MODELED GRAV-     979,870.8   (mgal)                       NAVD 88
 HX1080
 HX1080  VERT ORDER  -  SECOND    CLASS 0
 HX1080
 HX1080.The horizontal coordinates were scaled from a topographic map and have
 HX1080.an estimated accuracy of +/- 6 seconds.
 HX1080
 HX1080.The orthometric height was determined by differential leveling
 HX1080.and adjusted by the National Geodetic Survey in June 1991..
 HX1080
 HX1080.The geoid height was determined by GEOID03.
 HX1080
 HX1080.The dynamic height is computed by dividing the NAVD 88
 HX1080.geopotential number by the normal gravity value computed on the
 HX1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1080.degrees latitude (g = 980.6199 gals.).
 HX1080
 HX1080.The modeled gravity was interpolated from observed gravity values.
 HX1080
 HX1080;                    North         East    Units  Estimated Accuracy
 HX1080;SPC WV S     -   144,020.      611,030.      MT  (+/- 180 meters Scaled)
 HX1080
 HX1080                          SUPERSEDED SURVEY CONTROL
 HX1080
 HX1080  NGVD 29 (??/??/92)  506.390  (m)         1661.38   (f) ADJ UNCH    2 0
 HX1080
 HX1080.Superseded values are not recommended for survey control.
 HX1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1080.See file dsdata.txt to determine how the superseded data were derived.
 HX1080
 HX1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC110388(NAD 83)
 HX1080_MARKER: DB = BENCH MARK DISK
 HX1080_SETTING: 66 = SET IN ROCK OUTCROP
 HX1080_SP_SET: ROCK CUT
 HX1080_STAMPING: S 220 1961
 HX1080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1080+STABILITY: POSITION/ELEVATION WELL
 HX1080
 HX1080  HISTORY     - Date     Condition        Report By
 HX1080  HISTORY     - 1961     MONUMENTED       CGS
 HX1080
 HX1080                          STATION DESCRIPTION
 HX1080
 HX1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1080'1.8 MI NW FROM SUMMERSVILLE.
 HX1080'ABOUT 1.85 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE
 HX1080'COURTHOUSE AT SUMMERSVILLE, 80 YARDS SOUTH OF THE SOUTHEAST
 HX1080'CORNER OF A WOODEN BRIDGE OVER PETERS CREEK, SET VERTICALLY
 HX1080'IN THE WEST FACE OF A SMALL ROCK CUT, 16 FEET EAST OF THE CENTER
 HX1080'LINE OF THE HIGHWAY, 204 FEET NORTH OF THE WEST END OF A 30-INCH
 HX1080'PIPE CULVERT UNDER THE HIGHWAY, 40 FEET EAST AND ACROSS THE
 HX1080'HIGHWAY FROM THE EAST BANK OF PETERS CREEK, AND 1 FOOT ABOVE
 HX1080'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1175 ***********************************************************************
 HX1175  DESIGNATION -  S 221
 HX1175  PID         -  HX1175
 HX1175  STATE/COUNTY-  WV/FAYETTE
 HX1175  USGS QUAD   -  WINONA (1976)
 HX1175
 HX1175                         *CURRENT SURVEY CONTROL
 HX1175  ___________________________________________________________________
 HX1175* NAD 83(1986)-  38 06 24.     (N)    080 52 44.     (W)     SCALED    
 HX1175* NAVD 88     -       577.345  (meters)    1894.17   (feet)  ADJUSTED  
 HX1175  ___________________________________________________________________
 HX1175  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HX1175  DYNAMIC HT  -         576.894 (meters)    1892.69  (feet)  COMP
 HX1175  MODELED GRAV-     979,829.5   (mgal)                       NAVD 88
 HX1175
 HX1175  VERT ORDER  -  SECOND    CLASS 0
 HX1175
 HX1175.The horizontal coordinates were scaled from a topographic map and have
 HX1175.an estimated accuracy of +/- 6 seconds.
 HX1175
 HX1175.The orthometric height was determined by differential leveling
 HX1175.and adjusted by the National Geodetic Survey in June 1991..
 HX1175
 HX1175.The geoid height was determined by GEOID03.
 HX1175
 HX1175.The dynamic height is computed by dividing the NAVD 88
 HX1175.geopotential number by the normal gravity value computed on the
 HX1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1175.degrees latitude (g = 980.6199 gals.).
 HX1175
 HX1175.The modeled gravity was interpolated from observed gravity values.
 HX1175
 HX1175;                    North         East    Units  Estimated Accuracy
 HX1175;SPC WV S     -   122,830.      610,620.      MT  (+/- 180 meters Scaled)
 HX1175
 HX1175                          SUPERSEDED SURVEY CONTROL
 HX1175
 HX1175  NGVD 29 (??/??/92)  577.507  (m)         1894.70   (f) ADJ UNCH    2 0
 HX1175
 HX1175.Superseded values are not recommended for survey control.
 HX1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1175.See file dsdata.txt to determine how the superseded data were derived.
 HX1175
 HX1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC106176(NAD 83)
 HX1175_MARKER: DB = BENCH MARK DISK
 HX1175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1175_SP_SET: ABUTMENT
 HX1175_STAMPING: S 221 1961
 HX1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1175
 HX1175  HISTORY     - Date     Condition        Report By
 HX1175  HISTORY     - 1961     MONUMENTED       CGS
 HX1175
 HX1175                          STATION DESCRIPTION
 HX1175
 HX1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1175'AT NALLEN.
 HX1175'AT NALLEN, SET ON THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 HX1175'ABUTMENT OF THE LARGE U.S. HIGHWAY 19 BRIDGE OVER THE MEADOW
 HX1175'RIVER, 16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 HX1175'WEST OF THE WEST END OF THE SOUTH BRIDGE RAILING AND 1 FOOT
 HX1175'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2008 ***********************************************************************
 HX2008  DESIGNATION -  S 222
 HX2008  PID         -  HX2008
 HX2008  STATE/COUNTY-  WV/FAYETTE
 HX2008  USGS QUAD   -  FAYETTEVILLE (1976)
 HX2008
 HX2008                         *CURRENT SURVEY CONTROL
 HX2008  ___________________________________________________________________
 HX2008* NAD 83(1986)-  38 04 37.     (N)    081 04 51.     (W)     SCALED    
 HX2008* NAVD 88     -       403.127  (meters)    1322.59   (feet)  ADJUSTED  
 HX2008  ___________________________________________________________________
 HX2008  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 HX2008  DYNAMIC HT  -         402.815 (meters)    1321.57  (feet)  COMP
 HX2008  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 HX2008
 HX2008  VERT ORDER  -  SECOND    CLASS 0
 HX2008
 HX2008.The horizontal coordinates were scaled from a topographic map and have
 HX2008.an estimated accuracy of +/- 6 seconds.
 HX2008
 HX2008.The orthometric height was determined by differential leveling
 HX2008.and adjusted by the National Geodetic Survey in June 1991..
 HX2008
 HX2008.The geoid height was determined by GEOID03.
 HX2008
 HX2008.The dynamic height is computed by dividing the NAVD 88
 HX2008.geopotential number by the normal gravity value computed on the
 HX2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2008.degrees latitude (g = 980.6199 gals.).
 HX2008
 HX2008.The modeled gravity was interpolated from observed gravity values.
 HX2008
 HX2008;                    North         East    Units  Estimated Accuracy
 HX2008;SPC WV S     -   119,530.      592,910.      MT  (+/- 180 meters Scaled)
 HX2008
 HX2008                          SUPERSEDED SURVEY CONTROL
 HX2008
 HX2008  NGVD 29 (??/??/92)  403.299  (m)         1323.16   (f) ADJ UNCH    2 0
 HX2008
 HX2008.Superseded values are not recommended for survey control.
 HX2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2008.See file dsdata.txt to determine how the superseded data were derived.
 HX2008
 HX2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC929143(NAD 83)
 HX2008_MARKER: DB = BENCH MARK DISK
 HX2008_SETTING: 66 = SET IN ROCK OUTCROP
 HX2008_SP_SET: ROCK CUT
 HX2008_STAMPING: S 222 1961
 HX2008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2008+STABILITY: POSITION/ELEVATION WELL
 HX2008
 HX2008  HISTORY     - Date     Condition        Report By
 HX2008  HISTORY     - 1961     MONUMENTED       CGS
 HX2008
 HX2008                          STATION DESCRIPTION
 HX2008
 HX2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2008'1.2 MI N FROM FAYETTE.
 HX2008'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 82 FROM THE NORTHEAST
 HX2008'END OF THE HIGHWAY BRIDGE OVER NEW RIVER, ABOUT 0.15 MILE NORTHWEST
 HX2008'OF THE JUNCTION OF A GRADED ROAD LEADING NORTH, 110 YARDS SOUTH
 HX2008'OF THE JUNCTION OF A GRADED ROAD, NEAR THE CENTER OF A HAIRPIN
 HX2008'CURVE, SET VERTICALLY IN THE WEST FACE OF A ROCK CUT THAT IS
 HX2008'100 FEET LONG AND 10 FEET HIGH, 14 FEET EAST OF THE CENTER LINE OF
 HX2008'THE HIGHWAY, 75 FEET SOUTH OF THE NORTH END OF THE CUT AND 3
 HX2008'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1431 ***********************************************************************
 HX1431  DESIGNATION -  S 223
 HX1431  PID         -  HX1431
 HX1431  STATE/COUNTY-  WV/FAYETTE
 HX1431  USGS QUAD   -  ANSTED (1976)
 HX1431
 HX1431                         *CURRENT SURVEY CONTROL
 HX1431  ___________________________________________________________________
 HX1431* NAD 83(1986)-  38 11 30.     (N)    081 00 00.     (W)     SCALED    
 HX1431* NAVD 88     -       447.050  (meters)    1466.70   (feet)  ADJUSTED  
 HX1431  ___________________________________________________________________
 HX1431  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HX1431  DYNAMIC HT  -         446.716 (meters)    1465.60  (feet)  COMP
 HX1431  MODELED GRAV-     979,868.0   (mgal)                       NAVD 88
 HX1431
 HX1431  VERT ORDER  -  SECOND    CLASS 0
 HX1431
 HX1431.The horizontal coordinates were scaled from a topographic map and have
 HX1431.an estimated accuracy of +/- 6 seconds.
 HX1431
 HX1431.The orthometric height was determined by differential leveling
 HX1431.and adjusted by the National Geodetic Survey in June 1991..
 HX1431
 HX1431.The geoid height was determined by GEOID03.
 HX1431
 HX1431.The dynamic height is computed by dividing the NAVD 88
 HX1431.geopotential number by the normal gravity value computed on the
 HX1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1431.degrees latitude (g = 980.6199 gals.).
 HX1431
 HX1431.The modeled gravity was interpolated from observed gravity values.
 HX1431
 HX1431;                    North         East    Units  Estimated Accuracy
 HX1431;SPC WV S     -   132,260.      600,000.      MT  (+/- 180 meters Scaled)
 HX1431
 HX1431                          SUPERSEDED SURVEY CONTROL
 HX1431
 HX1431  NGVD 29 (??/??/92)  447.228  (m)         1467.28   (f) ADJ UNCH    2 0
 HX1431
 HX1431.Superseded values are not recommended for survey control.
 HX1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1431.See file dsdata.txt to determine how the superseded data were derived.
 HX1431
 HX1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC000270(NAD 83)
 HX1431_MARKER: DB = BENCH MARK DISK
 HX1431_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1431_SP_SET: UNSPECIFIED ROCK
 HX1431_STAMPING: S 223 1961
 HX1431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1431
 HX1431  HISTORY     - Date     Condition        Report By
 HX1431  HISTORY     - 1961     MONUMENTED       CGS
 HX1431
 HX1431                          STATION DESCRIPTION
 HX1431
 HX1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1431'3 MI NE FROM RAMSEY.
 HX1431'ABOUT 3.05 MILES NORTHEAST ALONG A BLACK TOP AND A GRADED ROAD
 HX1431'FROM THE POST OFFICE AT RAMSEY, 0.1 MILE EAST OF A 20-FOOT
 HX1431'WOODEN BRIDGE OVER RAMSEY BRANCH AT LEANDER, AT A CROSS-ROAD,
 HX1431'SET IN THE TOP OF A WEDGE SHAPED ROCK THAT IS 15 FEET LONG-4 FEET
 HX1431'HIGH AND 6 FEET WIDE, 19 FEET NORTH OF THE CENTER LINE OF THE
 HX1431'ROAD, 25 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 21 FEET
 HX1431'EAST OF THE CENTER LINE OF A ROAD LEADING NORTH, 7 FEET WEST
 HX1431'OF THE EAST END OF THE ROCK AND 4 FEET ABOVE THE LEVEL OF THE
 HX1431'ROAD.  NOTE-- THIS MARK MAY BE REACHED BY GOING 1.4 MILES
 HX1431'SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED HIGH SCHOOL AT
 HX1431'ANSTED, THENCE 8.4 MILES NORTHEAST ALONG A BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1096 ***********************************************************************
 HX1096  DESIGNATION -  S 224
 HX1096  PID         -  HX1096
 HX1096  STATE/COUNTY-  WV/NICHOLAS
 HX1096  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1096
 HX1096                         *CURRENT SURVEY CONTROL
 HX1096  ___________________________________________________________________
 HX1096* NAD 83(1986)-  38 17 54.     (N)    080 49 16.     (W)     SCALED    
 HX1096* NAVD 88     -       590.396  (meters)    1936.99   (feet)  ADJUSTED  
 HX1096  ___________________________________________________________________
 HX1096  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HX1096  DYNAMIC HT  -         589.946 (meters)    1935.51  (feet)  COMP
 HX1096  MODELED GRAV-     979,847.6   (mgal)                       NAVD 88
 HX1096
 HX1096  VERT ORDER  -  SECOND    CLASS 0
 HX1096
 HX1096.The horizontal coordinates were scaled from a topographic map and have
 HX1096.an estimated accuracy of +/- 6 seconds.
 HX1096
 HX1096.The orthometric height was determined by differential leveling
 HX1096.and adjusted by the National Geodetic Survey in June 1991..
 HX1096
 HX1096.The geoid height was determined by GEOID03.
 HX1096
 HX1096.The dynamic height is computed by dividing the NAVD 88
 HX1096.geopotential number by the normal gravity value computed on the
 HX1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1096.degrees latitude (g = 980.6199 gals.).
 HX1096
 HX1096.The modeled gravity was interpolated from observed gravity values.
 HX1096
 HX1096;                    North         East    Units  Estimated Accuracy
 HX1096;SPC WV S     -   144,120.      615,650.      MT  (+/- 180 meters Scaled)
 HX1096
 HX1096                          SUPERSEDED SURVEY CONTROL
 HX1096
 HX1096  NGVD 29 (??/??/92)  590.550  (m)         1937.50   (f) ADJ UNCH    2 0
 HX1096
 HX1096.Superseded values are not recommended for survey control.
 HX1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1096.See file dsdata.txt to determine how the superseded data were derived.
 HX1096
 HX1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC156389(NAD 83)
 HX1096_MARKER: DB = BENCH MARK DISK
 HX1096_SETTING: 66 = SET IN ROCK OUTCROP
 HX1096_SP_SET: ROCK LEDGE
 HX1096_STAMPING: S 224 1961
 HX1096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1096+STABILITY: POSITION/ELEVATION WELL
 HX1096
 HX1096  HISTORY     - Date     Condition        Report By
 HX1096  HISTORY     - 1961     MONUMENTED       CGS
 HX1096  HISTORY     - 1984     GOOD             LOCSUR
 HX1096
 HX1096                          STATION DESCRIPTION
 HX1096
 HX1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1096'3.1 MI NE FROM SUMMERSVILLE.
 HX1096'ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1096'AT SUMMERSVILLE, THENCE 0.85 MILE EAST ALONG A GRADED ROAD,
 HX1096'THENCE 1.0 MILE EAST ALONG AN ABANDONED ROAD (OLD WEBSTER ROAD),
 HX1096'AT A POINT WHERE THE ROAD IS MAINTAINED AGAIN TO THE EAST, SET
 HX1096'ON THE TOP OF A 15-BY-4-FOOT ROCK LEDGE, NEAR THE SOUTHWEST
 HX1096'EDGE OF A LARGE PASTURE, NEAR THE JUNCTION OF A DRIVE LEADING
 HX1096'SOUTH AND A POINT WHERE THE ROAD CONTINUES TO THE NORTHWEST AS
 HX1096'AN ABANDONED ROAD, 42 FEET NORTHEAST OF THE CENTER LINE OF THE
 HX1096'ROAD, 109 FEET EAST OF THE CENTER LINE OF THE DRIVE, 40 FEET
 HX1096'EAST OF A TELEPHONE POLE, 9 FEET NORTHWEST OF THE SOUTH END
 HX1096'OF THE ROCK AND 8 FEET ABOVE THE LEVEL OF THE ROAD.
 HX1096
 HX1096                          STATION RECOVERY (1984)
 HX1096
 HX1096'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 HX1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1228 ***********************************************************************
 HX1228  DESIGNATION -  S 225
 HX1228  PID         -  HX1228
 HX1228  STATE/COUNTY-  WV/NICHOLAS
 HX1228  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1228
 HX1228                         *CURRENT SURVEY CONTROL
 HX1228  ___________________________________________________________________
 HX1228* NAD 83(1986)-  38 16 04.     (N)    080 47 36.     (W)     SCALED    
 HX1228* NAVD 88     -       647.557  (meters)    2124.53   (feet)  ADJUSTED  
 HX1228  ___________________________________________________________________
 HX1228  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HX1228  DYNAMIC HT  -         647.057 (meters)    2122.89  (feet)  COMP
 HX1228  MODELED GRAV-     979,835.1   (mgal)                       NAVD 88
 HX1228
 HX1228  VERT ORDER  -  SECOND    CLASS 0
 HX1228
 HX1228.The horizontal coordinates were scaled from a topographic map and have
 HX1228.an estimated accuracy of +/- 6 seconds.
 HX1228
 HX1228.The orthometric height was determined by differential leveling
 HX1228.and adjusted by the National Geodetic Survey in June 1991..
 HX1228
 HX1228.The geoid height was determined by GEOID03.
 HX1228
 HX1228.The dynamic height is computed by dividing the NAVD 88
 HX1228.geopotential number by the normal gravity value computed on the
 HX1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1228.degrees latitude (g = 980.6199 gals.).
 HX1228
 HX1228.The modeled gravity was interpolated from observed gravity values.
 HX1228
 HX1228;                    North         East    Units  Estimated Accuracy
 HX1228;SPC WV S     -   140,730.      618,080.      MT  (+/- 180 meters Scaled)
 HX1228
 HX1228                          SUPERSEDED SURVEY CONTROL
 HX1228
 HX1228  NGVD 29 (??/??/92)  647.713  (m)         2125.04   (f) ADJ UNCH    2 0
 HX1228
 HX1228.Superseded values are not recommended for survey control.
 HX1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1228.See file dsdata.txt to determine how the superseded data were derived.
 HX1228
 HX1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC180355(NAD 83)
 HX1228_MARKER: DB = BENCH MARK DISK
 HX1228_SETTING: 66 = SET IN ROCK OUTCROP
 HX1228_SP_SET: ROCK CUT
 HX1228_STAMPING: S 225 1961
 HX1228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1228+STABILITY: POSITION/ELEVATION WELL
 HX1228
 HX1228  HISTORY     - Date     Condition        Report By
 HX1228  HISTORY     - 1961     MONUMENTED       CGS
 HX1228
 HX1228                          STATION DESCRIPTION
 HX1228
 HX1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1228'4.1 MI SE FROM SUMMERSVILLE.
 HX1228'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1228'AT SUMMERSVILLE, THENCE 3.85 MILES SOUTHEAST ALONG STATE HIGHWAY
 HX1228'39, 0.6 MILE SOUTHEAST OF THE JUNCTION OF A BLACK TOP ROAD LEADING
 HX1228'SOUTH, SET VERTICALLY IN THE NORTHEAST FACE OF A LARGE ROCK CUT,
 HX1228'AT THE INSIDE AND NEAR THE SOUTHEAST END OF A CURVE, 20 1/2 FEET
 HX1228'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 74 FEET NORTHWEST OF
 HX1228'THE CENTER OF THE SOUTHWEST END OF A 30 INCH PIPE CULVERT UNDER
 HX1228'THE HIGHWAY, 25 FEET NORTHWEST OF THE SOUTHEAST END OF THE CUT
 HX1228'AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1039 ***********************************************************************
 HX1039  DESIGNATION -  S 226
 HX1039  PID         -  HX1039
 HX1039  STATE/COUNTY-  WV/NICHOLAS
 HX1039  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1039
 HX1039                         *CURRENT SURVEY CONTROL
 HX1039  ___________________________________________________________________
 HX1039* NAD 83(1986)-  38 20 28.     (N)    080 37 51.     (W)     SCALED    
 HX1039* NAVD 88     -       670.661  (meters)    2200.33   (feet)  ADJUSTED  
 HX1039  ___________________________________________________________________
 HX1039  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HX1039  DYNAMIC HT  -         670.144 (meters)    2198.63  (feet)  COMP
 HX1039  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 HX1039
 HX1039  VERT ORDER  -  SECOND    CLASS 0
 HX1039
 HX1039.The horizontal coordinates were scaled from a topographic map and have
 HX1039.an estimated accuracy of +/- 6 seconds.
 HX1039
 HX1039.The orthometric height was determined by differential leveling
 HX1039.and adjusted by the National Geodetic Survey in June 1991..
 HX1039
 HX1039.The geoid height was determined by GEOID03.
 HX1039
 HX1039.The dynamic height is computed by dividing the NAVD 88
 HX1039.geopotential number by the normal gravity value computed on the
 HX1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1039.degrees latitude (g = 980.6199 gals.).
 HX1039
 HX1039.The modeled gravity was interpolated from observed gravity values.
 HX1039
 HX1039;                    North         East    Units  Estimated Accuracy
 HX1039;SPC WV S     -   148,910.      632,270.      MT  (+/- 180 meters Scaled)
 HX1039
 HX1039                          SUPERSEDED SURVEY CONTROL
 HX1039
 HX1039  NGVD 29 (??/??/92)  670.809  (m)         2200.81   (f) ADJ UNCH    2 0
 HX1039
 HX1039.Superseded values are not recommended for survey control.
 HX1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1039.See file dsdata.txt to determine how the superseded data were derived.
 HX1039
 HX1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC322437(NAD 83)
 HX1039_MARKER: DB = BENCH MARK DISK
 HX1039_SETTING: 66 = SET IN ROCK OUTCROP
 HX1039_SP_SET: ROCK OUTCROP
 HX1039_STAMPING: S 226 1961
 HX1039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1039+STABILITY: POSITION/ELEVATION WELL
 HX1039
 HX1039  HISTORY     - Date     Condition        Report By
 HX1039  HISTORY     - 1961     MONUMENTED       CGS
 HX1039
 HX1039                          STATION DESCRIPTION
 HX1039
 HX1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1039'1.6 MI NE FROM CRAIGSVILLE.
 HX1039'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 HX1039'JUNCTION OF STATE HIGHWAY 20 AT CRAIGSVILLE, AT COTTLE, SET ON
 HX1039'THE TOP OF A 20-FOOT LONG OUTCROP THAT IS 6 FEET WIDE, IN FRONT
 HX1039'OF THE FIRST CHURCH OF GOD, 16 FEET SOUTHEAST OF THE CENTER LINE
 HX1039'OF THE HIGHWAY, 74 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM
 HX1039'THE EAST CORNER OF THE CHURCH BUILDING, 192 FEET SOUTHWEST OF THE
 HX1039'WEST CORNER OF THE COTTLE POST OFFICE, 2 FEET SOUTHEAST OF THE
 HX1039'NORTHWEST EDGE OF THE ROCK, 4 FEET SOUTHWEST OF THE NORTHEAST END
 HX1039'OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1252 ***********************************************************************
 HX1252  DESIGNATION -  S 227
 HX1252  PID         -  HX1252
 HX1252  STATE/COUNTY-  WV/NICHOLAS
 HX1252  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1252
 HX1252                         *CURRENT SURVEY CONTROL
 HX1252  ___________________________________________________________________
 HX1252* NAD 83(1986)-  38 15 20.     (N)    080 38 10.     (W)     SCALED    
 HX1252* NAVD 88     -       809.173  (meters)    2654.76   (feet)  ADJUSTED  
 HX1252  ___________________________________________________________________
 HX1252  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX1252  DYNAMIC HT  -         808.529 (meters)    2652.65  (feet)  COMP
 HX1252  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 HX1252
 HX1252  VERT ORDER  -  SECOND    CLASS 0
 HX1252
 HX1252.The horizontal coordinates were scaled from a topographic map and have
 HX1252.an estimated accuracy of +/- 6 seconds.
 HX1252
 HX1252.The orthometric height was determined by differential leveling
 HX1252.and adjusted by the National Geodetic Survey in June 1991..
 HX1252
 HX1252.The geoid height was determined by GEOID03.
 HX1252
 HX1252.The dynamic height is computed by dividing the NAVD 88
 HX1252.geopotential number by the normal gravity value computed on the
 HX1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1252.degrees latitude (g = 980.6199 gals.).
 HX1252
 HX1252.The modeled gravity was interpolated from observed gravity values.
 HX1252
 HX1252;                    North         East    Units  Estimated Accuracy
 HX1252;SPC WV S     -   139,420.      631,850.      MT  (+/- 180 meters Scaled)
 HX1252
 HX1252                          SUPERSEDED SURVEY CONTROL
 HX1252
 HX1252  NGVD 29 (??/??/92)  809.318  (m)         2655.24   (f) ADJ UNCH    2 0
 HX1252
 HX1252.Superseded values are not recommended for survey control.
 HX1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1252.See file dsdata.txt to determine how the superseded data were derived.
 HX1252
 HX1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC318342(NAD 83)
 HX1252_MARKER: DB = BENCH MARK DISK
 HX1252_SETTING: 66 = SET IN ROCK OUTCROP
 HX1252_SP_SET: ROCK CUT
 HX1252_STAMPING: S 227 1961
 HX1252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1252+STABILITY: POSITION/ELEVATION WELL
 HX1252
 HX1252  HISTORY     - Date     Condition        Report By
 HX1252  HISTORY     - 1961     MONUMENTED       CGS
 HX1252
 HX1252                          STATION DESCRIPTION
 HX1252
 HX1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1252'6.5 MI NE FROM NETTIE.
 HX1252'ABOUT 3.8 MILES EAST ALONG STATE HIGHWAY 39 AND 20 FROM THE
 HX1252'JUNCTION OF STATE HIGHWAY 20 LEADING SOUTH AT NETTIE, THENCE
 HX1252'2.7 MILES NORTH ALONG COUNTY ROADS NO. 8 AND 9, ABOUT 0.7 MILE
 HX1252'SOUTHEAST OF THE EAST END OF THE RUNWAY AT THE RICHWOOD AIRPORT,
 HX1252'AT THE OUTSIDE OF A CURVE, SET VERTICALLY IN THE NORTHWEST FACE
 HX1252'OF A ROCK CUT THAT IS ABOUT 35 FEET LONG AND 25 FEET HIGH AT THE
 HX1252'HIGHEST POINT, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HX1252'ROAD, 15 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK AND 1
 HX1252'FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0933 ***********************************************************************
 HX0933  DESIGNATION -  S 228
 HX0933  PID         -  HX0933
 HX0933  STATE/COUNTY-  WV/GREENBRIER
 HX0933  USGS QUAD   -  TROUT (1995)
 HX0933
 HX0933                         *CURRENT SURVEY CONTROL
 HX0933  ___________________________________________________________________
 HX0933* NAD 83(1986)-  38 04 13.     (N)    080 28 42.     (W)     SCALED    
 HX0933* NAVD 88     -      1266.380  (meters)    4154.78   (feet)  ADJUSTED  
 HX0933  ___________________________________________________________________
 HX0933  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HX0933  DYNAMIC HT  -        1265.237 (meters)    4151.03  (feet)  COMP
 HX0933  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 HX0933
 HX0933  VERT ORDER  -  SECOND    CLASS 0
 HX0933
 HX0933.The horizontal coordinates were scaled from a topographic map and have
 HX0933.an estimated accuracy of +/- 6 seconds.
 HX0933
 HX0933.The orthometric height was determined by differential leveling
 HX0933.and adjusted by the National Geodetic Survey in June 1991..
 HX0933
 HX0933.The geoid height was determined by GEOID03.
 HX0933
 HX0933.The dynamic height is computed by dividing the NAVD 88
 HX0933.geopotential number by the normal gravity value computed on the
 HX0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0933.degrees latitude (g = 980.6199 gals.).
 HX0933
 HX0933.The modeled gravity was interpolated from observed gravity values.
 HX0933
 HX0933;                    North         East    Units  Estimated Accuracy
 HX0933;SPC WV S     -   118,920.      645,770.      MT  (+/- 180 meters Scaled)
 HX0933
 HX0933                          SUPERSEDED SURVEY CONTROL
 HX0933
 HX0933  NGVD 29 (??/??/92) 1266.454  (m)         4155.02   (f) ADJ UNCH    2 0
 HX0933
 HX0933.Superseded values are not recommended for survey control.
 HX0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0933.See file dsdata.txt to determine how the superseded data were derived.
 HX0933
 HX0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC457137(NAD 83)
 HX0933_MARKER: DB = BENCH MARK DISK
 HX0933_SETTING: 66 = SET IN ROCK OUTCROP
 HX0933_SP_SET: PROJECTING ROCK
 HX0933_STAMPING: S 228 1961
 HX0933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0933+STABILITY: POSITION/ELEVATION WELL
 HX0933
 HX0933  HISTORY     - Date     Condition        Report By
 HX0933  HISTORY     - 1961     MONUMENTED       CGS
 HX0933  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0933
 HX0933                          STATION DESCRIPTION
 HX0933
 HX0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0933'7.2 MI SE FROM CLEARCO.
 HX0933'0.35 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 HX0933'CLEARCO, THENCE 6.85 MILES SOUTHEAST ALONG A GRADED ROAD,
 HX0933'ABOUT 0.25 MILE WEST OF A T ROAD JUNCTION, NEAR THE SOUTHWEST
 HX0933'END OF A CURVE, SET ON THE TOP OF THE EAST CORNER OF A ROCK
 HX0933'THAT IS ABOUT 3 FEET WIDE- 1 FOOT HIGH AND EXTENDS BACK INTO
 HX0933'A HILLSIDE, 16 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 HX0933'2 FEET WEST OF THE EAST CORNER OF THE ROCK AND 2 FEET ABOVE
 HX0933'THE LEVEL OF THE ROAD.  NOTE-- THIS MARK CAN BE REACHED BY
 HX0933'GOING ABOUT 5.8 MILES NORTH ALONG A BLACK TOP AND GRADED ROAD FROM
 HX0933'THE FIRST BAPTIST CHURCH AT TROUT, THENCE ABOUT 0.25 MILE WEST
 HX0933'ALONG A GRADED ROAD.
 HX0933
 HX0933                          STATION RECOVERY (1973)
 HX0933
 HX0933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1275 ***********************************************************************
 HX1275  DESIGNATION -  S 229
 HX1275  PID         -  HX1275
 HX1275  STATE/COUNTY-  WV/GREENBRIER
 HX1275  USGS QUAD   -  QUINWOOD (1995)
 HX1275
 HX1275                         *CURRENT SURVEY CONTROL
 HX1275  ___________________________________________________________________
 HX1275* NAD 83(1986)-  38 00 54.     (N)    080 43 35.     (W)     SCALED    
 HX1275* NAVD 88     -       843.515  (meters)    2767.43   (feet)  ADJUSTED  
 HX1275  ___________________________________________________________________
 HX1275  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HX1275  DYNAMIC HT  -         842.817 (meters)    2765.14  (feet)  COMP
 HX1275  MODELED GRAV-     979,773.2   (mgal)                       NAVD 88
 HX1275
 HX1275  VERT ORDER  -  SECOND    CLASS 0
 HX1275
 HX1275.The horizontal coordinates were scaled from a topographic map and have
 HX1275.an estimated accuracy of +/- 6 seconds.
 HX1275
 HX1275.The orthometric height was determined by differential leveling
 HX1275.and adjusted by the National Geodetic Survey in June 1991..
 HX1275
 HX1275.The geoid height was determined by GEOID03.
 HX1275
 HX1275.The dynamic height is computed by dividing the NAVD 88
 HX1275.geopotential number by the normal gravity value computed on the
 HX1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1275.degrees latitude (g = 980.6199 gals.).
 HX1275
 HX1275.The modeled gravity was interpolated from observed gravity values.
 HX1275
 HX1275;                    North         East    Units  Estimated Accuracy
 HX1275;SPC WV S     -   112,690.      624,030.      MT  (+/- 180 meters Scaled)
 HX1275
 HX1275                          SUPERSEDED SURVEY CONTROL
 HX1275
 HX1275  NGVD 29 (??/??/92)  843.659  (m)         2767.90   (f) ADJ UNCH    2 0
 HX1275
 HX1275.Superseded values are not recommended for survey control.
 HX1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1275.See file dsdata.txt to determine how the superseded data were derived.
 HX1275
 HX1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC240075(NAD 83)
 HX1275_MARKER: DB = BENCH MARK DISK
 HX1275_SETTING: 66 = SET IN ROCK OUTCROP
 HX1275_SP_SET: ROCK CUT
 HX1275_STAMPING: S 229 1961
 HX1275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1275+STABILITY: POSITION/ELEVATION WELL
 HX1275
 HX1275  HISTORY     - Date     Condition        Report By
 HX1275  HISTORY     - 1961     MONUMENTED       CGS
 HX1275
 HX1275                          STATION DESCRIPTION
 HX1275
 HX1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1275'1.2 MI N FROM CHARMCO.
 HX1275'ABOUT 1.15 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE JUNCTION
 HX1275'OF U.S. HIGHWAY 60 AT CHARMCO, ON THE SOUTH SLOPE OF A MOUNTAIN,
 HX1275'AT THE INSIDE OF A CURVE, SET ON THE TOP OF A ROCK THAT IS
 HX1275'3 FEET WIDE-3 1/2 FEET HIGH AND PROJECTS OUT OF THE SOUTHEAST
 HX1275'FACE NEAR THE SOUTHWEST END OF A LARGE ROCK CUT, 25 FEET SOUTHWEST
 HX1275'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTHEAST OF THE
 HX1275'SOUTHWEST END OF THE ROCK PART OF THE CUT AND 3 FEET ABOVE THE
 HX1275'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0441 ***********************************************************************
 JX0441  DESIGNATION -  S 23
 JX0441  PID         -  JX0441
 JX0441  STATE/COUNTY-  WV/WETZEL
 JX0441  USGS QUAD   -  PINE GROVE (1976)
 JX0441
 JX0441                         *CURRENT SURVEY CONTROL
 JX0441  ___________________________________________________________________
 JX0441* NAD 83(1986)-  39 32 08.     (N)    080 39 31.     (W)     SCALED    
 JX0441* NAVD 88     -       224.281  (meters)     735.83   (feet)  ADJUSTED  
 JX0441  ___________________________________________________________________
 JX0441  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JX0441  DYNAMIC HT  -         224.149 (meters)     735.40  (feet)  COMP
 JX0441  MODELED GRAV-     980,032.5   (mgal)                       NAVD 88
 JX0441
 JX0441  VERT ORDER  -  SECOND    CLASS 0
 JX0441
 JX0441.The horizontal coordinates were scaled from a topographic map and have
 JX0441.an estimated accuracy of +/- 6 seconds.
 JX0441
 JX0441.The orthometric height was determined by differential leveling
 JX0441.and adjusted by the National Geodetic Survey in June 1991..
 JX0441
 JX0441.The geoid height was determined by GEOID03.
 JX0441
 JX0441.The dynamic height is computed by dividing the NAVD 88
 JX0441.geopotential number by the normal gravity value computed on the
 JX0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0441.degrees latitude (g = 980.6199 gals.).
 JX0441
 JX0441.The modeled gravity was interpolated from observed gravity values.
 JX0441
 JX0441;                    North         East    Units  Estimated Accuracy
 JX0441;SPC WV N     -   115,610.      500,400.      MT  (+/- 180 meters Scaled)
 JX0441
 JX0441                          SUPERSEDED SURVEY CONTROL
 JX0441
 JX0441  NGVD 29 (??/??/92)  224.444  (m)          736.36   (f) ADJ UNCH    2 0
 JX0441
 JX0441.Superseded values are not recommended for survey control.
 JX0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0441.See file dsdata.txt to determine how the superseded data were derived.
 JX0441
 JX0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND293762(NAD 83)
 JX0441_MARKER: DB = BENCH MARK DISK
 JX0441_SETTING: 80 = SET IN A BOULDER
 JX0441_SP_SET: BOULDER
 JX0441_STAMPING: S 23 1935
 JX0441_MARK LOGO: CGS   
 JX0441_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0441+STABILITY: SURFACE MOTION
 JX0441
 JX0441  HISTORY     - Date     Condition        Report By
 JX0441  HISTORY     - 1935     MONUMENTED       CGS
 JX0441  HISTORY     - 1957     GOOD             NGS
 JX0441  HISTORY     - 19930623 MARK NOT FOUND   LOCENG
 JX0441
 JX0441                          STATION DESCRIPTION
 JX0441
 JX0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0441'1.2 MI NW FROM JACKSONBURG.
 JX0441'ABOUT 1.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0441'FROM THE STATION AT JACKSONBURG, ABOUT 10 RAILS NORTHEAST OF A
 JX0441'LONG HORSESHOE CURVE WITH TANGENTS EXTENDING NORTHEAST (MARK IS
 JX0441'ALONG THE MOST NORTHWEST OF THE TWO TANGENTS), NEAR MILEAGE POLE
 JX0441'NO. 21+07, IN THE TOP OF THE SOUTH END OF A LARGE FLAT BOULDER,
 JX0441'6 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 37 FEET NORTH-NORTHWEST
 JX0441'AND ACROSS TRACK FROM POLE NO. 21+07, 1 1/2 FEET NORTH OF SOUTH
 JX0441'END OF BOULDER AND 1/2 FOOT ABOVE LEVEL OF TRACK.
 JX0441
 JX0441                          STATION RECOVERY (1993)
 JX0441
 JX0441'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 JX0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0654 ***********************************************************************
 GX0654  DESIGNATION -  S 230
 GX0654  PID         -  GX0654
 GX0654  STATE/COUNTY-  WV/GREENBRIER
 GX0654  USGS QUAD   -  CORNSTALK (1981)
 GX0654
 GX0654                         *CURRENT SURVEY CONTROL
 GX0654  ___________________________________________________________________
 GX0654* NAD 83(1986)-  37 57 34.     (N)    080 31 07.     (W)     SCALED    
 GX0654* NAVD 88     -       666.910  (meters)    2188.02   (feet)  ADJUSTED  
 GX0654  ___________________________________________________________________
 GX0654  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX0654  DYNAMIC HT  -         666.360 (meters)    2186.22  (feet)  COMP
 GX0654  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 GX0654
 GX0654  VERT ORDER  -  SECOND    CLASS 0
 GX0654
 GX0654.The horizontal coordinates were scaled from a topographic map and have
 GX0654.an estimated accuracy of +/- 6 seconds.
 GX0654
 GX0654.The orthometric height was determined by differential leveling
 GX0654.and adjusted by the National Geodetic Survey in June 1991..
 GX0654
 GX0654.The geoid height was determined by GEOID03.
 GX0654
 GX0654.The dynamic height is computed by dividing the NAVD 88
 GX0654.geopotential number by the normal gravity value computed on the
 GX0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0654.degrees latitude (g = 980.6199 gals.).
 GX0654
 GX0654.The modeled gravity was interpolated from observed gravity values.
 GX0654
 GX0654;                    North         East    Units  Estimated Accuracy
 GX0654;SPC WV S     -   106,600.      642,300.      MT  (+/- 180 meters Scaled)
 GX0654
 GX0654                          SUPERSEDED SURVEY CONTROL
 GX0654
 GX0654  NGVD 29 (??/??/92)  667.058  (m)         2188.51   (f) ADJ UNCH    2 0
 GX0654
 GX0654.Superseded values are not recommended for survey control.
 GX0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0654.See file dsdata.txt to determine how the superseded data were derived.
 GX0654
 GX0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC422014(NAD 83)
 GX0654_MARKER: DB = BENCH MARK DISK
 GX0654_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0654_SP_SET: BRIDGE
 GX0654_STAMPING: S 230 1961
 GX0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0654
 GX0654  HISTORY     - Date     Condition        Report By
 GX0654  HISTORY     - 1961     MONUMENTED       CGS
 GX0654
 GX0654                          STATION DESCRIPTION
 GX0654
 GX0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0654'1.3 MI NE FROM CORNSTALK.
 GX0654'ABOUT 1.3 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 GX0654'POST OFFICE AND GENERAL STORE AT CORNSTALK, ABOUT 1.15 MILES
 GX0654'SOUTHWEST OF A 60-FOOT WOODEN BRIDGE WITH ROCK ABUTMENT OVER
 GX0654'SINKING CREEK, SET ON TOP OF THE EAST END OF THE SOUTH CONCRETE
 GX0654'GUARD RAIL BASE OF A 15 FOOT CONCRETE BRIDGE OVER A SMALL STREAM,
 GX0654'11 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.3 FOOT WEST
 GX0654'OF THE EAST END OF THE BASE AND ABOUT LEVEL WITH THE ROAD
 GX0654'SURFACE.  NOTE-- THIS MARK MAY BE REACHED BY GOING 1.5 MILES
 GX0654'SOUTHWEST ALONG A BLACK TOP ROAD FROM THE SCHOOL AT WILLIAMSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0172 ***********************************************************************
 GX0172  DESIGNATION -  S 231
 GX0172  PID         -  GX0172
 GX0172  STATE/COUNTY-  WV/GREENBRIER
 GX0172  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0172
 GX0172                         *CURRENT SURVEY CONTROL
 GX0172  ___________________________________________________________________
 GX0172* NAD 83(1986)-  37 55 50.     (N)    080 23 40.     (W)     SCALED    
 GX0172* NAVD 88     -       663.937  (meters)    2178.27   (feet)  ADJUSTED  
 GX0172  ___________________________________________________________________
 GX0172  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0172  DYNAMIC HT  -         663.388 (meters)    2176.47  (feet)  COMP
 GX0172  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GX0172
 GX0172  VERT ORDER  -  SECOND    CLASS 0
 GX0172
 GX0172.The horizontal coordinates were scaled from a topographic map and have
 GX0172.an estimated accuracy of +/- 6 seconds.
 GX0172
 GX0172.The orthometric height was determined by differential leveling
 GX0172.and adjusted by the National Geodetic Survey in June 1991..
 GX0172
 GX0172.The geoid height was determined by GEOID03.
 GX0172
 GX0172.The dynamic height is computed by dividing the NAVD 88
 GX0172.geopotential number by the normal gravity value computed on the
 GX0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0172.degrees latitude (g = 980.6199 gals.).
 GX0172
 GX0172.The modeled gravity was interpolated from observed gravity values.
 GX0172
 GX0172;                    North         East    Units  Estimated Accuracy
 GX0172;SPC WV S     -   103,450.      653,230.      MT  (+/- 180 meters Scaled)
 GX0172
 GX0172                          SUPERSEDED SURVEY CONTROL
 GX0172
 GX0172  NGVD 29 (??/??/92)  664.097  (m)         2178.79   (f) ADJ UNCH    2 0
 GX0172
 GX0172.Superseded values are not recommended for survey control.
 GX0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0172.See file dsdata.txt to determine how the superseded data were derived.
 GX0172
 GX0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB532982(NAD 83)
 GX0172_MARKER: DB = BENCH MARK DISK
 GX0172_SETTING: 66 = SET IN ROCK OUTCROP
 GX0172_SP_SET: ROCK OUTCROP
 GX0172_STAMPING: S 231 1961
 GX0172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0172+STABILITY: POSITION/ELEVATION WELL
 GX0172
 GX0172  HISTORY     - Date     Condition        Report By
 GX0172  HISTORY     - 1961     MONUMENTED       CGS
 GX0172  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0172  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0172
 GX0172                          STATION DESCRIPTION
 GX0172
 GX0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0172'0.8 MI W FROM FRANKFORD.
 GX0172'ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 219 FROM THE FRANKFORD
 GX0172'PRESBYTERIAN CHURCH AT FRANKFORD, THENCE 0.75 MILE WEST ALONG
 GX0172'A BLACK TOP ROAD, AT THE OUTSIDE OF A CURVE, SET ON THE TOP
 GX0172'OF A ROUND ROCK OUTCROP THAT IS 8 FEET LONG AND 4 FEET WIDE,
 GX0172'15 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD AND 2 FEET
 GX0172'ABOVE THE LEVEL OF THE ROAD.
 GX0172
 GX0172                          STATION RECOVERY (1983)
 GX0172
 GX0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0172'MARK NOT FOUND.
 GX0172
 GX0172                          STATION RECOVERY (1983)
 GX0172
 GX0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0949 ***********************************************************************
 HX0949  DESIGNATION -  S 232
 HX0949  PID         -  HX0949
 HX0949  STATE/COUNTY-  WV/GREENBRIER
 HX0949  USGS QUAD   -  TROUT (1995)
 HX0949
 HX0949                         *CURRENT SURVEY CONTROL
 HX0949  ___________________________________________________________________
 HX0949* NAD 83(1986)-  38 00 58.     (N)    080 23 41.     (W)     SCALED    
 HX0949* NAVD 88     -       648.424  (meters)    2127.37   (feet)  ADJUSTED  
 HX0949  ___________________________________________________________________
 HX0949  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HX0949  DYNAMIC HT  -         647.898 (meters)    2125.65  (feet)  COMP
 HX0949  MODELED GRAV-     979,796.3   (mgal)                       NAVD 88
 HX0949
 HX0949  VERT ORDER  -  SECOND    CLASS 0
 HX0949
 HX0949.The horizontal coordinates were scaled from a topographic map and have
 HX0949.an estimated accuracy of +/- 6 seconds.
 HX0949
 HX0949.The orthometric height was determined by differential leveling
 HX0949.and adjusted by the National Geodetic Survey in June 1991..
 HX0949
 HX0949.The geoid height was determined by GEOID03.
 HX0949
 HX0949.The dynamic height is computed by dividing the NAVD 88
 HX0949.geopotential number by the normal gravity value computed on the
 HX0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0949.degrees latitude (g = 980.6199 gals.).
 HX0949
 HX0949.The modeled gravity was interpolated from observed gravity values.
 HX0949
 HX0949;                    North         East    Units  Estimated Accuracy
 HX0949;SPC WV S     -   112,950.      653,150.      MT  (+/- 180 meters Scaled)
 HX0949
 HX0949                          SUPERSEDED SURVEY CONTROL
 HX0949
 HX0949  NGVD 29 (??/??/92)  648.569  (m)         2127.85   (f) ADJ UNCH    2 0
 HX0949
 HX0949.Superseded values are not recommended for survey control.
 HX0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0949.See file dsdata.txt to determine how the superseded data were derived.
 HX0949
 HX0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC531077(NAD 83)
 HX0949_MARKER: DB = BENCH MARK DISK
 HX0949_SETTING: 66 = SET IN ROCK OUTCROP
 HX0949_SP_SET: ROCK CUT
 HX0949_STAMPING: S 232 1961
 HX0949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0949+STABILITY: POSITION/ELEVATION WELL
 HX0949
 HX0949  HISTORY     - Date     Condition        Report By
 HX0949  HISTORY     - 1961     MONUMENTED       CGS
 HX0949
 HX0949                          STATION DESCRIPTION
 HX0949
 HX0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0949'2.8 MI E FROM FRIARS HILL.
 HX0949'2.75 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 HX0949'FRIARS HILL, 92 YARDS SOUTHEAST OF THE JUNCTION OF A GRADED ROAD
 HX0949'LEADING NORTH UP A DEEP VALLEY, 47 YARDS SOUTHEAST OF THE
 HX0949'JUNCTION OF A PRIVATE DRIVE LEADING TO A WHITE FRAME HOUSE,
 HX0949'ON THE NORTHWEST SLOPE OF A HILL, AT THE INSIDE OF A CURVE,
 HX0949'SET VERTICALLY IN THE SOUTHWEST FACE OF A LONG ROCK CUT, 17 FEET
 HX0949'NORTHEAST OF THE CENTER LINE OF THE ROAD, AND 3 FEET ABOVE THE
 HX0949'LEVEL OF THE GROUND AND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1337 ***********************************************************************
 HX1337  DESIGNATION -  S 233
 HX1337  PID         -  HX1337
 HX1337  STATE/COUNTY-  WV/GREENBRIER
 HX1337  USGS QUAD   -  DUO (1995)
 HX1337
 HX1337                         *CURRENT SURVEY CONTROL
 HX1337  ___________________________________________________________________
 HX1337* NAD 83(1986)-  38 06 01.     (N)    080 36 13.     (W)     SCALED    
 HX1337* NAVD 88     -      1064.456  (meters)    3492.30   (feet)  ADJUSTED  
 HX1337  ___________________________________________________________________
 HX1337  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HX1337  DYNAMIC HT  -        1063.564 (meters)    3489.38  (feet)  COMP
 HX1337  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 HX1337
 HX1337  VERT ORDER  -  SECOND    CLASS 0
 HX1337
 HX1337.The horizontal coordinates were scaled from a topographic map and have
 HX1337.an estimated accuracy of +/- 6 seconds.
 HX1337
 HX1337.The orthometric height was determined by differential leveling
 HX1337.and adjusted by the National Geodetic Survey in June 1991..
 HX1337
 HX1337.The geoid height was determined by GEOID03.
 HX1337
 HX1337.The dynamic height is computed by dividing the NAVD 88
 HX1337.geopotential number by the normal gravity value computed on the
 HX1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1337.degrees latitude (g = 980.6199 gals.).
 HX1337
 HX1337.The modeled gravity was interpolated from observed gravity values.
 HX1337
 HX1337;                    North         East    Units  Estimated Accuracy
 HX1337;SPC WV S     -   122,190.      634,770.      MT  (+/- 180 meters Scaled)
 HX1337
 HX1337                          SUPERSEDED SURVEY CONTROL
 HX1337
 HX1337  NGVD 29 (??/??/92) 1064.593  (m)         3492.75   (f) ADJ UNCH    2 0
 HX1337
 HX1337.Superseded values are not recommended for survey control.
 HX1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1337.See file dsdata.txt to determine how the superseded data were derived.
 HX1337
 HX1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC347170(NAD 83)
 HX1337_MARKER: DB = BENCH MARK DISK
 HX1337_SETTING: 66 = SET IN ROCK OUTCROP
 HX1337_SP_SET: ROCK CUT
 HX1337_STAMPING: S 233 1961
 HX1337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1337+STABILITY: POSITION/ELEVATION WELL
 HX1337
 HX1337  HISTORY     - Date     Condition        Report By
 HX1337  HISTORY     - 1961     MONUMENTED       CGS
 HX1337
 HX1337                          STATION DESCRIPTION
 HX1337
 HX1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1337'2.4 MI N FROM DUO.
 HX1337'ABOUT 1.35 MILES NORTH ALONG A BLACK TOP ROAD FROM A T ROAD
 HX1337'JUNCTION AT DUO, THENCE 1.05 MILES NORTH ALONG A GRADED ROAD,
 HX1337'40 YARDS NORTHEAST OF THE JUNCTION OF A NARROW SIDE ROAD LEADING
 HX1337'WEST, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT THAT
 HX1337'IS 25 YARDS LONG AND 4 FEET HIGH, 17 FEET NORTHWEST OF THE CENTER
 HX1337'LINE OF THE ROAD, 20 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 HX1337'ROCK, 1 FOOT ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH
 HX1337'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1290 ***********************************************************************
 HX1290  DESIGNATION -  S 234
 HX1290  PID         -  HX1290
 HX1290  STATE/COUNTY-  WV/NICHOLAS
 HX1290  USGS QUAD   -  NETTIE (1995)
 HX1290
 HX1290                         *CURRENT SURVEY CONTROL
 HX1290  ___________________________________________________________________
 HX1290* NAD 83(1986)-  38 07 51.     (N)    080 40 34.     (W)     SCALED    
 HX1290* NAVD 88     -       786.858  (meters)    2581.55   (feet)  ADJUSTED  
 HX1290  ___________________________________________________________________
 HX1290  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX1290  DYNAMIC HT  -         786.212 (meters)    2579.43  (feet)  COMP
 HX1290  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 HX1290
 HX1290  VERT ORDER  -  SECOND    CLASS 0
 HX1290
 HX1290.The horizontal coordinates were scaled from a topographic map and have
 HX1290.an estimated accuracy of +/- 6 seconds.
 HX1290
 HX1290.The orthometric height was determined by differential leveling
 HX1290.and adjusted by the National Geodetic Survey in June 1991..
 HX1290
 HX1290.The geoid height was determined by GEOID03.
 HX1290
 HX1290.The dynamic height is computed by dividing the NAVD 88
 HX1290.geopotential number by the normal gravity value computed on the
 HX1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1290.degrees latitude (g = 980.6199 gals.).
 HX1290
 HX1290.The modeled gravity was interpolated from observed gravity values.
 HX1290
 HX1290;                    North         East    Units  Estimated Accuracy
 HX1290;SPC WV S     -   125,560.      628,400.      MT  (+/- 180 meters Scaled)
 HX1290
 HX1290                          SUPERSEDED SURVEY CONTROL
 HX1290
 HX1290  NGVD 29 (??/??/92)  786.992  (m)         2581.99   (f) ADJ UNCH    2 0
 HX1290
 HX1290.Superseded values are not recommended for survey control.
 HX1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1290.See file dsdata.txt to determine how the superseded data were derived.
 HX1290
 HX1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC283203(NAD 83)
 HX1290_MARKER: DB = BENCH MARK DISK
 HX1290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1290_SP_SET: CULVERT
 HX1290_STAMPING: S 234 1961
 HX1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1290
 HX1290  HISTORY     - Date     Condition        Report By
 HX1290  HISTORY     - 1961     MONUMENTED       CGS
 HX1290
 HX1290                          STATION DESCRIPTION
 HX1290
 HX1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1290'2.4 MI S FROM LEIVASY.
 HX1290'ABOUT 2.35 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX1290'OFFICE AT LEIVASY, 38 YARDS NORTH AND ACROSS THE HIGHWAY FROM
 HX1290'THE NORTH CORNER OF A STEEL FENCE AROUND A SUB-STATION, (POWER),
 HX1290'AT THE OUTSIDE OF A CURVE, SET ON TOP OF THE NORTHWEST END OF THE
 HX1290'NORTHEAST CONCRETE HEADWALL OF A 6 FOOT BOX CULVERT UNDER THE
 HX1290'HIGHWAY, 30 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.5
 HX1290'FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL AND 6 FEET
 HX1290'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1027 ***********************************************************************
 HX1027  DESIGNATION -  S 235
 HX1027  PID         -  HX1027
 HX1027  STATE/COUNTY-  WV/WEBSTER
 HX1027  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1027
 HX1027                         *CURRENT SURVEY CONTROL
 HX1027  ___________________________________________________________________
 HX1027* NAD 83(1986)-  38 21 42.     (N)    080 35 06.     (W)     SCALED    
 HX1027* NAVD 88     -       620.148  (meters)    2034.60   (feet)  ADJUSTED  
 HX1027  ___________________________________________________________________
 HX1027  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HX1027  DYNAMIC HT  -         619.673 (meters)    2033.04  (feet)  COMP
 HX1027  MODELED GRAV-     979,843.4   (mgal)                       NAVD 88
 HX1027
 HX1027  VERT ORDER  -  SECOND    CLASS 0
 HX1027
 HX1027.The horizontal coordinates were scaled from a topographic map and have
 HX1027.an estimated accuracy of +/- 6 seconds.
 HX1027
 HX1027.The orthometric height was determined by differential leveling
 HX1027.and adjusted by the National Geodetic Survey in June 1991..
 HX1027
 HX1027.The geoid height was determined by GEOID03.
 HX1027
 HX1027.The dynamic height is computed by dividing the NAVD 88
 HX1027.geopotential number by the normal gravity value computed on the
 HX1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1027.degrees latitude (g = 980.6199 gals.).
 HX1027
 HX1027.The modeled gravity was interpolated from observed gravity values.
 HX1027
 HX1027;                    North         East    Units  Estimated Accuracy
 HX1027;SPC WV S     -   151,210.      636,270.      MT  (+/- 180 meters Scaled)
 HX1027
 HX1027                          SUPERSEDED SURVEY CONTROL
 HX1027
 HX1027  NGVD 29 (??/??/92)  620.297  (m)         2035.09   (f) ADJ UNCH    2 0
 HX1027
 HX1027.Superseded values are not recommended for survey control.
 HX1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1027.See file dsdata.txt to determine how the superseded data were derived.
 HX1027
 HX1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC362460(NAD 83)
 HX1027_MARKER: DB = BENCH MARK DISK
 HX1027_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1027_SP_SET: UNSPECIFIED ROCK
 HX1027_STAMPING: S 235 1961
 HX1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1027
 HX1027  HISTORY     - Date     Condition        Report By
 HX1027  HISTORY     - 1961     MONUMENTED       CGS
 HX1027
 HX1027                          STATION DESCRIPTION
 HX1027
 HX1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1027'0.7 MI E FROM CAMDEN ON GAULEY.
 HX1027'ABOUT 0.7 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1027'THE BRIDGE OVER COON CREEK AT CAMDEN ON GAULEY, AT GAULEY MILLS,
 HX1027'ABOUT 0.15 MILE WEST ALONG A GRADED ROAD FROM THE GAULEY MILLS
 HX1027'BAPTIST CHURCH, 16 FEET WEST OF MILEAGE POLE NO. 125+04, SET ON
 HX1027'THE TOP OF A FLAT ROCK THAT IS 8 FEET SQUARE, 9 FEET NORTHEAST
 HX1027'OF THE NORTHEAST RAIL, 18 FEET SOUTH OF A POWER LINE BRACE
 HX1027'POLE, 37 FEET SOUTHWEST OF THE CENTER LINE OF A GRADED ROAD, AND
 HX1027'1 1/2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1422 ***********************************************************************
 HX1422  DESIGNATION -  S 236
 HX1422  PID         -  HX1422
 HX1422  STATE/COUNTY-  WV/GREENBRIER
 HX1422  USGS QUAD   -  CORLISS (1976)
 HX1422
 HX1422                         *CURRENT SURVEY CONTROL
 HX1422  ___________________________________________________________________
 HX1422* NAD 83(1986)-  38 05 06.     (N)    080 46 28.     (W)     SCALED    
 HX1422* NAVD 88     -       926.460  (meters)    3039.56   (feet)  ADJUSTED  
 HX1422  ___________________________________________________________________
 HX1422  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HX1422  DYNAMIC HT  -         925.711 (meters)    3037.10  (feet)  COMP
 HX1422  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 HX1422
 HX1422  VERT ORDER  -  SECOND    CLASS 0
 HX1422
 HX1422.The horizontal coordinates were scaled from a topographic map and have
 HX1422.an estimated accuracy of +/- 6 seconds.
 HX1422
 HX1422.The orthometric height was determined by differential leveling
 HX1422.and adjusted by the National Geodetic Survey in June 1991..
 HX1422
 HX1422.The geoid height was determined by GEOID03.
 HX1422
 HX1422.The dynamic height is computed by dividing the NAVD 88
 HX1422.geopotential number by the normal gravity value computed on the
 HX1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1422.degrees latitude (g = 980.6199 gals.).
 HX1422
 HX1422.The modeled gravity was interpolated from observed gravity values.
 HX1422
 HX1422;                    North         East    Units  Estimated Accuracy
 HX1422;SPC WV S     -   120,450.      619,790.      MT  (+/- 180 meters Scaled)
 HX1422
 HX1422                          SUPERSEDED SURVEY CONTROL
 HX1422
 HX1422  NGVD 29 (??/??/92)  926.617  (m)         3040.08   (f) ADJ UNCH    2 0
 HX1422
 HX1422.Superseded values are not recommended for survey control.
 HX1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1422.See file dsdata.txt to determine how the superseded data were derived.
 HX1422
 HX1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC197152(NAD 83)
 HX1422_MARKER: DB = BENCH MARK DISK
 HX1422_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1422_SP_SET: UNSPECIFIED ROCK
 HX1422_STAMPING: S 236 1962
 HX1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1422
 HX1422  HISTORY     - Date     Condition        Report By
 HX1422  HISTORY     - 1962     MONUMENTED       CGS
 HX1422
 HX1422                          STATION DESCRIPTION
 HX1422
 HX1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1422'5 MI W FROM QUINWOOD.
 HX1422'ABOUT 5 MILES WEST ALONG RUSSELLVILLE ROAD FROM THE JUNCTION
 HX1422'OF STATE HIGHWAY 20 AT QUINWOOD, ABOUT 0.15 MILES EAST OF A
 HX1422'ONE STORY HOUSE WITH BRICK SIDING ON TOP OF THE MOUNTAIN, ON
 HX1422'THE OUTSIDE OF A LONG CURVE WITH THE TANGENTS EXTENDING
 HX1422'SOUTHEAST AND SOUTHWEST, SET IN THE TOP OF A FLAT ROCK THAT IS
 HX1422'ABOUT 30 FEET LONG 25 FEET WIDE AT THE EAST END 8 FEET WIDE AT
 HX1422'THE WEST END, 4 FEET HIGH, 55 FEET NORTH OF THE CENTER LINE OF
 HX1422'THE ROAD, 6 FEET EAST OF THE WEST END OF THE ROCK, 6 FEET
 HX1422'NORTH OF THE SOUTH EDGE OF THE ROCK, AND ABOUT 15 FEET ABOVE
 HX1422'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1412 ***********************************************************************
 HX1412  DESIGNATION -  S 237
 HX1412  PID         -  HX1412
 HX1412  STATE/COUNTY-  WV/NICHOLAS
 HX1412  USGS QUAD   -  MOUNT NEBO (1976)
 HX1412
 HX1412                         *CURRENT SURVEY CONTROL
 HX1412  ___________________________________________________________________
 HX1412* NAD 83(1986)-  38 07 58.     (N)    080 46 56.     (W)     SCALED    
 HX1412* NAVD 88     -       798.866  (meters)    2620.95   (feet)  ADJUSTED  
 HX1412  ___________________________________________________________________
 HX1412  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HX1412  DYNAMIC HT  -         798.229 (meters)    2618.86  (feet)  COMP
 HX1412  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 HX1412
 HX1412  VERT ORDER  -  SECOND    CLASS 0
 HX1412
 HX1412.The horizontal coordinates were scaled from a topographic map and have
 HX1412.an estimated accuracy of +/- 6 seconds.
 HX1412
 HX1412.The orthometric height was determined by differential leveling
 HX1412.and adjusted by the National Geodetic Survey in June 1991..
 HX1412
 HX1412.The geoid height was determined by GEOID03.
 HX1412
 HX1412.The dynamic height is computed by dividing the NAVD 88
 HX1412.geopotential number by the normal gravity value computed on the
 HX1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1412.degrees latitude (g = 980.6199 gals.).
 HX1412
 HX1412.The modeled gravity was interpolated from observed gravity values.
 HX1412
 HX1412;                    North         East    Units  Estimated Accuracy
 HX1412;SPC WV S     -   125,750.      619,090.      MT  (+/- 180 meters Scaled)
 HX1412
 HX1412                          SUPERSEDED SURVEY CONTROL
 HX1412
 HX1412  NGVD 29 (??/??/92)  799.022  (m)         2621.46   (f) ADJ UNCH    2 0
 HX1412
 HX1412.Superseded values are not recommended for survey control.
 HX1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1412.See file dsdata.txt to determine how the superseded data were derived.
 HX1412
 HX1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC190205(NAD 83)
 HX1412_MARKER: DB = BENCH MARK DISK
 HX1412_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1412_SP_SET: UNSPECIFIED ROCK
 HX1412_STAMPING: S 237 1962
 HX1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1412
 HX1412  HISTORY     - Date     Condition        Report By
 HX1412  HISTORY     - 1962     MONUMENTED       CGS
 HX1412
 HX1412                          STATION DESCRIPTION
 HX1412
 HX1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1412'10.1 MI W FROM LEIVASY.
 HX1412'ABOUT 0.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX1412'AT LEIVASY, THENCE ABOUT 7.3 MILES WEST ALONG A BLACK TOP ROAD,
 HX1412'THENCE ABOUT 2.3 MILES SOUTHEAST ALONG A ROUGH MOUNTAIN ROAD,
 HX1412'THENCE ABOUT 0.2 MILES SOUTH ALONG A NARROW DIRT ROAD, ABOUT 0.3
 HX1412'MILES SOUTHWEST OF A SMALL WHITE CHURCH WITH A CEMETERY, AT THE
 HX1412'WEST CORNER OF THE YARD OF A TWO STORY HOUSE, SET ON THE TOP
 HX1412'OF A FLAT ROCK THAT IS ABOUT 35 FEET LONG, 15 FEET WIDE, 12
 HX1412'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 7 FFET SOUTHWEST
 HX1412'OF THE NORTHEAST END OF THE ROCK, AND ABOUT 1.5 FEET ABOVE
 HX1412'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1384 ***********************************************************************
 HX1384  DESIGNATION -  S 238
 HX1384  PID         -  HX1384
 HX1384  STATE/COUNTY-  WV/GREENBRIER
 HX1384  USGS QUAD   -  RICHWOOD (1995)
 HX1384
 HX1384                         *CURRENT SURVEY CONTROL
 HX1384  ___________________________________________________________________
 HX1384* NAD 83(1986)-  38 07 37.     (N)    080 37 10.     (W)     SCALED    
 HX1384* NAVD 88     -       939.616  (meters)    3082.72   (feet)  ADJUSTED  
 HX1384  ___________________________________________________________________
 HX1384  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX1384  DYNAMIC HT  -         938.838 (meters)    3080.17  (feet)  COMP
 HX1384  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 HX1384
 HX1384  VERT ORDER  -  SECOND    CLASS 0
 HX1384
 HX1384.The horizontal coordinates were scaled from a topographic map and have
 HX1384.an estimated accuracy of +/- 6 seconds.
 HX1384
 HX1384.The orthometric height was determined by differential leveling
 HX1384.and adjusted by the National Geodetic Survey in June 1991..
 HX1384
 HX1384.The geoid height was determined by GEOID03.
 HX1384
 HX1384.The dynamic height is computed by dividing the NAVD 88
 HX1384.geopotential number by the normal gravity value computed on the
 HX1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1384.degrees latitude (g = 980.6199 gals.).
 HX1384
 HX1384.The modeled gravity was interpolated from observed gravity values.
 HX1384
 HX1384;                    North         East    Units  Estimated Accuracy
 HX1384;SPC WV S     -   125,150.      633,370.      MT  (+/- 180 meters Scaled)
 HX1384
 HX1384                          SUPERSEDED SURVEY CONTROL
 HX1384
 HX1384  NGVD 29 (??/??/92)  939.755  (m)         3083.18   (f) ADJ UNCH    2 0
 HX1384
 HX1384.Superseded values are not recommended for survey control.
 HX1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1384.See file dsdata.txt to determine how the superseded data were derived.
 HX1384
 HX1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC333199(NAD 83)
 HX1384_MARKER: DB = BENCH MARK DISK
 HX1384_SETTING: 66 = SET IN ROCK OUTCROP
 HX1384_SP_SET: ROCK OUTCROP
 HX1384_STAMPING: S 238 1962
 HX1384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1384+STABILITY: POSITION/ELEVATION WELL
 HX1384
 HX1384  HISTORY     - Date     Condition        Report By
 HX1384  HISTORY     - 1962     MONUMENTED       CGS
 HX1384
 HX1384                          STATION DESCRIPTION
 HX1384
 HX1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1384'0.3 MI NE FROM LILE.
 HX1384'ABOUT 0.3 MILE NORTHEAST ALONG A GRADED ROAD FROM A Y ROAD
 HX1384'JUNCTION AT LILE, 0.6 MILE SOUTHWEST OF FALLBROOK SCHOOL, SET
 HX1384'ON TOP OF A ROCK OUTCROP THAT IS ON THE EAST EDGE OF A ABANDONED
 HX1384'ROADBED THAT ONCE FOLLOWED ALONG THE EAST BANK OF MC MILLION
 HX1384'CREEK, 63.0 FEET EAST AND ACROSS THE CREEK FROM THE CENTER
 HX1384'LINE OF THE PRESENT DAY ROAD, 51 FEET SOUTHWEST OF POWER POLE
 HX1384'454A14, 49 FEET NORTHEAST OF THE EAST END OF A 18-INCH PIPE
 HX1384'CULVERT, AND ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1212 ***********************************************************************
 HX1212  DESIGNATION -  S 239
 HX1212  PID         -  HX1212
 HX1212  STATE/COUNTY-  WV/NICHOLAS
 HX1212  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1212
 HX1212                         *CURRENT SURVEY CONTROL
 HX1212  ___________________________________________________________________
 HX1212* NAD 83(1986)-  38 19 03.     (N)    080 33 10.     (W)     SCALED    
 HX1212* NAVD 88     -       854.637  (meters)    2803.92   (feet)  ADJUSTED  
 HX1212  ___________________________________________________________________
 HX1212  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HX1212  DYNAMIC HT  -         853.975 (meters)    2801.75  (feet)  COMP
 HX1212  MODELED GRAV-     979,824.1   (mgal)                       NAVD 88
 HX1212
 HX1212  VERT ORDER  -  SECOND    CLASS 0
 HX1212
 HX1212.The horizontal coordinates were scaled from a topographic map and have
 HX1212.an estimated accuracy of +/- 6 seconds.
 HX1212
 HX1212.The orthometric height was determined by differential leveling
 HX1212.and adjusted by the National Geodetic Survey in June 1991..
 HX1212
 HX1212.The geoid height was determined by GEOID03.
 HX1212
 HX1212.The dynamic height is computed by dividing the NAVD 88
 HX1212.geopotential number by the normal gravity value computed on the
 HX1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1212.degrees latitude (g = 980.6199 gals.).
 HX1212
 HX1212.The modeled gravity was interpolated from observed gravity values.
 HX1212
 HX1212;                    North         East    Units  Estimated Accuracy
 HX1212;SPC WV S     -   146,320.      639,110.      MT  (+/- 180 meters Scaled)
 HX1212
 HX1212                          SUPERSEDED SURVEY CONTROL
 HX1212
 HX1212  NGVD 29 (??/??/92)  854.791  (m)         2804.43   (f) ADJ UNCH    2 0
 HX1212
 HX1212.Superseded values are not recommended for survey control.
 HX1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1212.See file dsdata.txt to determine how the superseded data were derived.
 HX1212
 HX1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC390411(NAD 83)
 HX1212_MARKER: DB = BENCH MARK DISK
 HX1212_SETTING: 66 = SET IN ROCK OUTCROP
 HX1212_SP_SET: ROCK CUT
 HX1212_STAMPING: S 239 1962
 HX1212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1212+STABILITY: POSITION/ELEVATION WELL
 HX1212
 HX1212  HISTORY     - Date     Condition        Report By
 HX1212  HISTORY     - 1962     MONUMENTED       CGS
 HX1212
 HX1212                          STATION DESCRIPTION
 HX1212
 HX1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1212'5 MI SE FROM CAMDEN ON GAULEY.
 HX1212'ABOUT 4.2 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 HX1212'BRIDGE OVER THE GAULEY RIVER AT CAMDEN ON GAULEY, THENCE CONTINUE
 HX1212'0.8 MILES SOUTH ALONG A ROUGH MOUNTAIN ROAD, ABOUT 0.6 MILES
 HX1212'SOUTH OF MC FARLANE CHAPEL, ABOUT 65 YARDS SOUTH OF THE JUNCTION
 HX1212'OF A NARROW DIRT ROAD LEADING WEST, SET VERTICALLY IN THE EAST
 HX1212'FACE OF A ROCK CUT ABOUT 60 FEET LONG PROJECTING 3 FEET, 12 FEET
 HX1212'WEST OF THE CENTER LINE OF THE ROAD, ABOUT 4 FEET SOUTH OF THE
 HX1212'NORTH END OF THE ROCK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HX1212'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0819 ***********************************************************************
 JW0819  DESIGNATION -  S 24
 JW0819  PID         -  JW0819
 JW0819  STATE/COUNTY-  WV/PRESTON
 JW0819  USGS QUAD   -  KINGWOOD (1976)
 JW0819
 JW0819                         *CURRENT SURVEY CONTROL
 JW0819  ___________________________________________________________________
 JW0819* NAD 83(1986)-  39 29 36.     (N)    079 44 39.     (W)     SCALED    
 JW0819* NAVD 88     -       657.156  (meters)    2156.02   (feet)  ADJUSTED  
 JW0819  ___________________________________________________________________
 JW0819  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JW0819  DYNAMIC HT  -         656.721 (meters)    2154.59  (feet)  COMP
 JW0819  MODELED GRAV-     979,943.3   (mgal)                       NAVD 88
 JW0819
 JW0819  VERT ORDER  -  SECOND    CLASS 0
 JW0819
 JW0819.The horizontal coordinates were scaled from a topographic map and have
 JW0819.an estimated accuracy of +/- 6 seconds.
 JW0819
 JW0819.The orthometric height was determined by differential leveling
 JW0819.and adjusted by the National Geodetic Survey in June 1991..
 JW0819
 JW0819.The geoid height was determined by GEOID03.
 JW0819
 JW0819.The dynamic height is computed by dividing the NAVD 88
 JW0819.geopotential number by the normal gravity value computed on the
 JW0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0819.degrees latitude (g = 980.6199 gals.).
 JW0819
 JW0819.The modeled gravity was interpolated from observed gravity values.
 JW0819
 JW0819;                    North         East    Units  Estimated Accuracy
 JW0819;SPC WV N     -   110,310.      579,000.      MT  (+/- 180 meters Scaled)
 JW0819
 JW0819                          SUPERSEDED SURVEY CONTROL
 JW0819
 JW0819  NGVD 29 (??/??/92)  657.268  (m)         2156.39   (f) ADJ UNCH    2 0
 JW0819
 JW0819.Superseded values are not recommended for survey control.
 JW0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0819.See file dsdata.txt to determine how the superseded data were derived.
 JW0819
 JW0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD079722(NAD 83)
 JW0819_MARKER: DB = BENCH MARK DISK
 JW0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0819_STAMPING: S 24 1935
 JW0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0819+STABILITY: SURFACE MOTION
 JW0819
 JW0819  HISTORY     - Date     Condition        Report By
 JW0819  HISTORY     - 1935     MONUMENTED       CGS
 JW0819
 JW0819                          STATION DESCRIPTION
 JW0819
 JW0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0819'5.3 MI E FROM REEDSVILLE.
 JW0819'5.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0819'STATION AT REEDSVILLE, PRESTON COUNTY, ABOUT 270 FEET NORTH OF
 JW0819'MILEPOST 23, ABOUT 300 FEET NORTH OF THE STATE HIGHWAY 7 OVERPASS,
 JW0819'48 FEET SOUTH OF A SECTION TOOLHOUSE, 35 FEET WEST OF THE WEST
 JW0819'RAIL OF THE MAIN TRACK, AND 5 FEET SOUTHEAST OF THE SOUTHEAST
 JW0819'CORNER OF A SHED.  A STANDARD DISK, STAMPED S 24 1935 AND SET IN
 JW0819'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0743 ***********************************************************************
 HX0743  DESIGNATION -  S 240
 HX0743  PID         -  HX0743
 HX0743  STATE/COUNTY-  WV/WEBSTER
 HX0743  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0743
 HX0743                         *CURRENT SURVEY CONTROL
 HX0743  ___________________________________________________________________
 HX0743* NAD 83(1986)-  38 23 16.     (N)    080 29 23.     (W)     SCALED    
 HX0743* NAVD 88     -       678.793  (meters)    2227.01   (feet)  ADJUSTED  
 HX0743  ___________________________________________________________________
 HX0743  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX0743  DYNAMIC HT  -         678.267 (meters)    2225.28  (feet)  COMP
 HX0743  MODELED GRAV-     979,832.1   (mgal)                       NAVD 88
 HX0743
 HX0743  VERT ORDER  -  SECOND    CLASS 0
 HX0743
 HX0743.The horizontal coordinates were scaled from a topographic map and have
 HX0743.an estimated accuracy of +/- 6 seconds.
 HX0743
 HX0743.The orthometric height was determined by differential leveling
 HX0743.and adjusted by the National Geodetic Survey in June 1991..
 HX0743
 HX0743.The geoid height was determined by GEOID03.
 HX0743
 HX0743.The dynamic height is computed by dividing the NAVD 88
 HX0743.geopotential number by the normal gravity value computed on the
 HX0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0743.degrees latitude (g = 980.6199 gals.).
 HX0743
 HX0743.The modeled gravity was interpolated from observed gravity values.
 HX0743
 HX0743;                    North         East    Units  Estimated Accuracy
 HX0743;SPC WV S     -   154,150.      644,580.      MT  (+/- 180 meters Scaled)
 HX0743
 HX0743                          SUPERSEDED SURVEY CONTROL
 HX0743
 HX0743  NGVD 29 (??/??/92)  678.936  (m)         2227.48   (f) ADJ UNCH    2 0
 HX0743
 HX0743.Superseded values are not recommended for survey control.
 HX0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0743.See file dsdata.txt to determine how the superseded data were derived.
 HX0743
 HX0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC445489(NAD 83)
 HX0743_MARKER: DB = BENCH MARK DISK
 HX0743_SETTING: 80 = SET IN A BOULDER
 HX0743_SP_SET: BOULDER
 HX0743_STAMPING: S 240 1962
 HX0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0743+STABILITY: SURFACE MOTION
 HX0743
 HX0743  HISTORY     - Date     Condition        Report By
 HX0743  HISTORY     - 1962     MONUMENTED       CGS
 HX0743  HISTORY     - 1965     GOOD             NGS
 HX0743
 HX0743                          STATION DESCRIPTION
 HX0743
 HX0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0743'5 MI SW FROM COWEN.
 HX0743'1.35 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST BAPTIST CHURCH
 HX0743'AT COWEN, THENCE ABOUT 3.65 MILES SOUTHEAST ALONG WILLIAMS RIVER
 HX0743'ROAD, ALSO 1.85 MILES NORTHWEST OF THE METHODIST CHURCH AT DYER,
 HX0743'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND
 HX0743'SOUTHWEST, SET ON TOP OF A FLAT BOULDER ABOUT 25-FOOT LONG BY 20-FOOT
 HX0743'WIDE, PROJECTING 2 1/2 FEET ALONG THE SOUTH SIDE, 28 FEET NORTH
 HX0743'OF THE CENTER LINE OF THE ROAD, 3.3 FEET EAST OF THE WEST CORNER OF
 HX0743'THE BOULDER, 0.5 FOOT NORTH OF THE SOUTH EDGE OF THE BOULDER,
 HX0743'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0743
 HX0743                          STATION RECOVERY (1965)
 HX0743
 HX0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HX0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0822 ***********************************************************************
 HX0822  DESIGNATION -  S 241
 HX0822  PID         -  HX0822
 HX0822  STATE/COUNTY-  WV/WEBSTER
 HX0822  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0822
 HX0822                         *CURRENT SURVEY CONTROL
 HX0822  ___________________________________________________________________
 HX0822* NAD 83(1986)-  38 16 00.     (N)    080 24 36.     (W)     SCALED    
 HX0822* NAVD 88     -       843.819  (meters)    2768.43   (feet)  ADJUSTED  
 HX0822  ___________________________________________________________________
 HX0822  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HX0822  DYNAMIC HT  -         843.120 (meters)    2766.14  (feet)  COMP
 HX0822  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 HX0822
 HX0822  VERT ORDER  -  SECOND    CLASS 0
 HX0822
 HX0822.The horizontal coordinates were scaled from a topographic map and have
 HX0822.an estimated accuracy of +/- 6 seconds.
 HX0822
 HX0822.The orthometric height was determined by differential leveling
 HX0822.and adjusted by the National Geodetic Survey in June 1991..
 HX0822
 HX0822.The geoid height was determined by GEOID03.
 HX0822
 HX0822.The dynamic height is computed by dividing the NAVD 88
 HX0822.geopotential number by the normal gravity value computed on the
 HX0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0822.degrees latitude (g = 980.6199 gals.).
 HX0822
 HX0822.The modeled gravity was interpolated from observed gravity values.
 HX0822
 HX0822;                    North         East    Units  Estimated Accuracy
 HX0822;SPC WV S     -   140,750.      651,630.      MT  (+/- 180 meters Scaled)
 HX0822
 HX0822                          SUPERSEDED SURVEY CONTROL
 HX0822
 HX0822  NGVD 29 (??/??/92)  843.920  (m)         2768.76   (f) ADJ UNCH    2 0
 HX0822
 HX0822.Superseded values are not recommended for survey control.
 HX0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0822.See file dsdata.txt to determine how the superseded data were derived.
 HX0822
 HX0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC516355(NAD 83)
 HX0822_MARKER: DB = BENCH MARK DISK
 HX0822_SETTING: 80 = SET IN A BOULDER
 HX0822_SP_SET: BOULDER
 HX0822_STAMPING: S 241 1962
 HX0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0822+STABILITY: SURFACE MOTION
 HX0822
 HX0822  HISTORY     - Date     Condition        Report By
 HX0822  HISTORY     - 1962     MONUMENTED       CGS
 HX0822
 HX0822                          STATION DESCRIPTION
 HX0822
 HX0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0822'12.3 MI SE FROM DYER.
 HX0822'5.9 MILES SOUTHWEST AND SOUTHEAST ALONG FOREST SERVICE ROAD
 HX0822'101 FROM THE FOOTBRIDGE OVER THE WILLIAMS RIVER AT DYER, THENCE
 HX0822'ABOUT 6.4 MILES SOUTHEAST FOREST SERVICE ROAD 76, ABOUT 0.15
 HX0822'MILES SOUTH OF LITTLE ROUGH BRANCH, SET VERTICALLY IN THE EAST
 HX0822'FACE OF A ROCK BOULDER THAT IS ABOUT 18-BY 30-FOOT LONG BY 10-FOOT
 HX0822'HIGH AT THE NORTHEAST CORNER AND SLOPES TO 1.5 FEET HIGH AT THE
 HX0822'SOUTHWEST CORNER, 29.5 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HX0822'10.0 FEET EAST OF THE SOUTHWEST CORNER OF THE ROCK, ABOUT 2 FEET
 HX0822'ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0860 ***********************************************************************
 HX0860  DESIGNATION -  S 242
 HX0860  PID         -  HX0860
 HX0860  STATE/COUNTY-  WV/POCAHONTAS
 HX0860  USGS QUAD   -  LOBELIA (1995)
 HX0860
 HX0860                         *CURRENT SURVEY CONTROL
 HX0860  ___________________________________________________________________
 HX0860* NAD 83(1986)-  38 10 58.     (N)    080 19 56.     (W)     SCALED    
 HX0860* NAVD 88     -      1049.159  (meters)    3442.12   (feet)  ADJUSTED  
 HX0860  ___________________________________________________________________
 HX0860  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HX0860  DYNAMIC HT  -        1048.260 (meters)    3439.17  (feet)  COMP
 HX0860  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 HX0860
 HX0860  VERT ORDER  -  SECOND    CLASS 0
 HX0860
 HX0860.The horizontal coordinates were scaled from a topographic map and have
 HX0860.an estimated accuracy of +/- 6 seconds.
 HX0860
 HX0860.The orthometric height was determined by differential leveling
 HX0860.and adjusted by the National Geodetic Survey in June 1991..
 HX0860
 HX0860.The geoid height was determined by GEOID03.
 HX0860
 HX0860.The dynamic height is computed by dividing the NAVD 88
 HX0860.geopotential number by the normal gravity value computed on the
 HX0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0860.degrees latitude (g = 980.6199 gals.).
 HX0860
 HX0860.The modeled gravity was interpolated from observed gravity values.
 HX0860
 HX0860;                    North         East    Units  Estimated Accuracy
 HX0860;SPC WV S     -   131,490.      658,500.      MT  (+/- 180 meters Scaled)
 HX0860
 HX0860                          SUPERSEDED SURVEY CONTROL
 HX0860
 HX0860  NGVD 29 (??/??/92) 1049.230  (m)         3442.35   (f) ADJ UNCH    2 0
 HX0860
 HX0860.Superseded values are not recommended for survey control.
 HX0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0860.See file dsdata.txt to determine how the superseded data were derived.
 HX0860
 HX0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC584263(NAD 83)
 HX0860_MARKER: DB = BENCH MARK DISK
 HX0860_SETTING: 66 = SET IN ROCK OUTCROP
 HX0860_SP_SET: ROCK CUT
 HX0860_STAMPING: S 242 1962
 HX0860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0860+STABILITY: POSITION/ELEVATION WELL
 HX0860
 HX0860  HISTORY     - Date     Condition        Report By
 HX0860  HISTORY     - 1962     MONUMENTED       CGS
 HX0860
 HX0860                          STATION DESCRIPTION
 HX0860
 HX0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0860'17.7 MI E FROM RICHWOOD.
 HX0860'17.7 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 HX0860'RICHWOOD, ON THE INSIDE AT THE EAST END OF A CURVE WITH TANGENTS
 HX0860'EXTENDING TO THE EAST AND SOUTHWEST, SET ON TOP OF THE SOUTH EDGE
 HX0860'OF THE EAST END OF A ROCK BLUFF THAT IS AT THE EAST END OF A
 HX0860'50-YARD LONG CUT THAT IS ABOUT 12-FEET HIGH, 28 FEET SOUTH OF THE
 HX0860'CENTER LINE OF THE HIGHWAY, 6.4 FEET WEST OF THE EAST END OF THE
 HX0860'ROCK, 0.7 FEET NORTH OF THE SOUTH EDGE OF THE ROCK, AND ABOUT
 HX0860'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0972 ***********************************************************************
 HX0972  DESIGNATION -  S 243
 HX0972  PID         -  HX0972
 HX0972  STATE/COUNTY-  WV/GREENBRIER
 HX0972  USGS QUAD   -  TROUT (1995)
 HX0972
 HX0972                         *CURRENT SURVEY CONTROL
 HX0972  ___________________________________________________________________
 HX0972* NAD 83(1986)-  38 06 56.     (N)    080 29 13.     (W)     SCALED    
 HX0972* NAVD 88     -      1170.707  (meters)    3840.89   (feet)  ADJUSTED  
 HX0972  ___________________________________________________________________
 HX0972  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX0972  DYNAMIC HT  -        1169.689 (meters)    3837.55  (feet)  COMP
 HX0972  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 HX0972
 HX0972  VERT ORDER  -  SECOND    CLASS 0
 HX0972
 HX0972.The horizontal coordinates were scaled from a topographic map and have
 HX0972.an estimated accuracy of +/- 6 seconds.
 HX0972
 HX0972.The orthometric height was determined by differential leveling
 HX0972.and adjusted by the National Geodetic Survey in June 1991..
 HX0972
 HX0972.The geoid height was determined by GEOID03.
 HX0972
 HX0972.The dynamic height is computed by dividing the NAVD 88
 HX0972.geopotential number by the normal gravity value computed on the
 HX0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0972.degrees latitude (g = 980.6199 gals.).
 HX0972
 HX0972.The modeled gravity was interpolated from observed gravity values.
 HX0972
 HX0972;                    North         East    Units  Estimated Accuracy
 HX0972;SPC WV S     -   123,940.      644,990.      MT  (+/- 180 meters Scaled)
 HX0972
 HX0972                          SUPERSEDED SURVEY CONTROL
 HX0972
 HX0972  NGVD 29 (??/??/92) 1170.807  (m)         3841.22   (f) ADJ UNCH    2 0
 HX0972
 HX0972.Superseded values are not recommended for survey control.
 HX0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0972.See file dsdata.txt to determine how the superseded data were derived.
 HX0972
 HX0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC449187(NAD 83)
 HX0972_MARKER: DB = BENCH MARK DISK
 HX0972_SETTING: 80 = SET IN A BOULDER
 HX0972_SP_SET: BOULDER
 HX0972_STAMPING: S 243 1962
 HX0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0972+STABILITY: SURFACE MOTION
 HX0972
 HX0972  HISTORY     - Date     Condition        Report By
 HX0972  HISTORY     - 1962     MONUMENTED       CGS
 HX0972
 HX0972                          STATION DESCRIPTION
 HX0972
 HX0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0972'10 MI S FROM RICHWOOD.
 HX0972'10.0 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION OF
 HX0972'RIVERSIDE DRIVE, ABOUT 0.1 MILE NORTHWEST OF A DIM DIRT ROAD
 HX0972'INTERSECTION, SET ON TOP OF A 18 FOOT LONG-BY-12 FOOT WIDE
 HX0972'BOULDER, 6.3 FEET NORTHEAST OF SOUTHWEST END OF BOULDER, 30
 HX0972'FEET SOUTHWEST OF CENTER LINE OF ROAD, 12 FEET SOUTHEAST OF
 HX0972'SOUTH CORNER OF THE LARGEST ONE OF FOUR METAL BUILDINGS, AND
 HX0972'IS 1 1/2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0522 ***********************************************************************
 HX0522  DESIGNATION -  S 244
 HX0522  PID         -  HX0522
 HX0522  STATE/COUNTY-  WV/WEBSTER
 HX0522  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0522
 HX0522                         *CURRENT SURVEY CONTROL
 HX0522  ___________________________________________________________________
 HX0522* NAD 83(1986)-  38 28 41.     (N)    080 25 25.     (W)     SCALED    
 HX0522* NAVD 88     -       537.138  (meters)    1762.26   (feet)  ADJUSTED  
 HX0522  ___________________________________________________________________
 HX0522  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HX0522  DYNAMIC HT  -         536.730 (meters)    1760.92  (feet)  COMP
 HX0522  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 HX0522
 HX0522  VERT ORDER  -  SECOND    CLASS 0
 HX0522
 HX0522.The horizontal coordinates were scaled from a topographic map and have
 HX0522.an estimated accuracy of +/- 6 seconds.
 HX0522
 HX0522.The orthometric height was determined by differential leveling
 HX0522.and adjusted by the National Geodetic Survey in June 1991..
 HX0522
 HX0522.The geoid height was determined by GEOID03.
 HX0522
 HX0522.The dynamic height is computed by dividing the NAVD 88
 HX0522.geopotential number by the normal gravity value computed on the
 HX0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0522.degrees latitude (g = 980.6199 gals.).
 HX0522
 HX0522.The modeled gravity was interpolated from observed gravity values.
 HX0522
 HX0522;                    North         East    Units  Estimated Accuracy
 HX0522;SPC WV S     -   164,210.      650,290.      MT  (+/- 180 meters Scaled)
 HX0522
 HX0522                          SUPERSEDED SURVEY CONTROL
 HX0522
 HX0522  NGVD 29 (??/??/92)  537.293  (m)         1762.77   (f) ADJ UNCH    2 0
 HX0522
 HX0522.Superseded values are not recommended for survey control.
 HX0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0522.See file dsdata.txt to determine how the superseded data were derived.
 HX0522
 HX0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC502590(NAD 83)
 HX0522_MARKER: DB = BENCH MARK DISK
 HX0522_SETTING: 80 = SET IN A BOULDER
 HX0522_SP_SET: BOULDER
 HX0522_STAMPING: S 244 1962
 HX0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0522+STABILITY: SURFACE MOTION
 HX0522
 HX0522  HISTORY     - Date     Condition        Report By
 HX0522  HISTORY     - 1962     MONUMENTED       CGS
 HX0522
 HX0522                          STATION DESCRIPTION
 HX0522
 HX0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0522'1 MI SW FROM WEBSTER SPRINGS.
 HX0522'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 HX0522'STATE HIGHWAY 15 AT WEBSTER SPRINGS, ABOUT 0.8 MILE SOUTHWEST
 HX0522'OF WEST ONE OF TWO BRIDGES OVER ELK RIVER, ABOUT 0.6 MILE NORTH
 HX0522'OF JUNCTION OF GRAVEL ROAD LEADING NORTHEAST, DIRECTLY ACROSS
 HX0522'HIGHWAY FROM A BROWN ONE STORY FRAME HOUSE, 22.2 FEET WEST OF
 HX0522'CENTER LINE OF HIGHWAY, 1 1/2 FEET ABOVE GROUND, ABOUT 2 1/2
 HX0522'FEET ABOVE HIGHWAY LEVEL, AND SET VERTICALLY IN EAST FACE OF A
 HX0522'6 FOOT WIDE-BY-4 FOOT HIGH EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0628 ***********************************************************************
 HX0628  DESIGNATION -  S 245
 HX0628  PID         -  HX0628
 HX0628  STATE/COUNTY-  WV/POCAHONTAS
 HX0628  USGS QUAD   -  SHARP KNOB (1995)
 HX0628
 HX0628                         *CURRENT SURVEY CONTROL
 HX0628  ___________________________________________________________________
 HX0628* NAD 83(1986)-  38 23 29.     (N)    080 07 41.     (W)     SCALED    
 HX0628* NAVD 88     -       851.305  (meters)    2792.99   (feet)  ADJUSTED  
 HX0628  ___________________________________________________________________
 HX0628  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0628  DYNAMIC HT  -         850.610 (meters)    2790.71  (feet)  COMP
 HX0628  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 HX0628
 HX0628  VERT ORDER  -  FIRST     CLASS II
 HX0628
 HX0628.The horizontal coordinates were scaled from a topographic map and have
 HX0628.an estimated accuracy of +/- 6 seconds.
 HX0628
 HX0628.The orthometric height was determined by differential leveling
 HX0628.and adjusted by the National Geodetic Survey in June 1991..
 HX0628
 HX0628.The geoid height was determined by GEOID03.
 HX0628
 HX0628.The dynamic height is computed by dividing the NAVD 88
 HX0628.geopotential number by the normal gravity value computed on the
 HX0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0628.degrees latitude (g = 980.6199 gals.).
 HX0628
 HX0628.The modeled gravity was interpolated from observed gravity values.
 HX0628
 HX0628;                    North         East    Units  Estimated Accuracy
 HX0628;SPC WV S     -   154,790.      676,170.      MT  (+/- 180 meters Scaled)
 HX0628
 HX0628                          SUPERSEDED SURVEY CONTROL
 HX0628
 HX0628  NGVD 29 (??/??/92)  851.399  (m)         2793.30   (f) ADJ UNCH    1 2
 HX0628
 HX0628.Superseded values are not recommended for survey control.
 HX0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0628.See file dsdata.txt to determine how the superseded data were derived.
 HX0628
 HX0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC761496(NAD 83)
 HX0628_MARKER: DB = BENCH MARK DISK
 HX0628_SETTING: 66 = SET IN ROCK OUTCROP
 HX0628_SP_SET: ROCK LEDGE
 HX0628_STAMPING: S 245 1962
 HX0628_MARK LOGO: CGS   
 HX0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0628+STABILITY: POSITION/ELEVATION WELL
 HX0628
 HX0628  HISTORY     - Date     Condition        Report By
 HX0628  HISTORY     - 1962     MONUMENTED       CGS
 HX0628  HISTORY     - 1983     GOOD             NGS
 HX0628
 HX0628                          STATION DESCRIPTION
 HX0628
 HX0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0628'1.8 MI S FROM SLATY FORK.
 HX0628'1.75 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL
 HX0628'AT SLATY FORK, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A GRADED
 HX0628'ROAD LEADING WEST TO SHARPS KNOB LOOKOUT TOWER, SET VERTICALLY
 HX0628'IN THE WEST FACE OF A ROCK LEDGE ABOUT 60-FOOT LONG AND 6-FOOT
 HX0628'HIGH, AT THE NORTH END OF A LONG CUT, 21 FEET EAST OF THE CENTER
 HX0628'LINE OF THE HIGHWAY, 185 FEET SOUTH OF THE SOUTH END OF THE
 HX0628'EAST CONCRETE HEAD WALL TO A 3-FOOT CONCRETE PIPE CULVERT, 5 FEET
 HX0628'NORTHEAST OF THE EAST END OF A 16-INCH GALVANIZED PIPE CULVERT
 HX0628'UNDER THE HIGHWAY, 10 FEET NORTH OF THE SOUTH END OF THE ROCK
 HX0628'LEDGE, ABOUT 3 FEET ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE
 HX0628'LEVEL OF THE HIGHWAY.
 HX0628
 HX0628                          STATION RECOVERY (1983)
 HX0628
 HX0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0767 ***********************************************************************
 HX0767  DESIGNATION -  S 246
 HX0767  PID         -  HX0767
 HX0767  STATE/COUNTY-  WV/POCAHONTAS
 HX0767  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0767
 HX0767                         *CURRENT SURVEY CONTROL
 HX0767  ___________________________________________________________________
 HX0767* NAD 83(1986)-  38 17 29.     (N)    080 15 25.     (W)     SCALED    
 HX0767* NAVD 88     -      1176.752  (meters)    3860.73   (feet)  ADJUSTED  
 HX0767  ___________________________________________________________________
 HX0767  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0767  DYNAMIC HT  -        1175.776 (meters)    3857.53  (feet)  COMP
 HX0767  MODELED GRAV-     979,757.0   (mgal)                       NAVD 88
 HX0767
 HX0767  VERT ORDER  -  SECOND    CLASS 0
 HX0767
 HX0767.The horizontal coordinates were scaled from a topographic map and have
 HX0767.an estimated accuracy of +/- 6 seconds.
 HX0767
 HX0767.The orthometric height was determined by differential leveling
 HX0767.and adjusted by the National Geodetic Survey in June 1991..
 HX0767
 HX0767.The geoid height was determined by GEOID03.
 HX0767
 HX0767.The dynamic height is computed by dividing the NAVD 88
 HX0767.geopotential number by the normal gravity value computed on the
 HX0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0767.degrees latitude (g = 980.6199 gals.).
 HX0767
 HX0767.The modeled gravity was interpolated from observed gravity values.
 HX0767
 HX0767;                    North         East    Units  Estimated Accuracy
 HX0767;SPC WV S     -   143,590.      665,000.      MT  (+/- 180 meters Scaled)
 HX0767
 HX0767                          SUPERSEDED SURVEY CONTROL
 HX0767
 HX0767  NGVD 29 (??/??/92) 1176.845  (m)         3861.03   (f) ADJ UNCH    2 0
 HX0767
 HX0767.Superseded values are not recommended for survey control.
 HX0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0767.See file dsdata.txt to determine how the superseded data were derived.
 HX0767
 HX0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC649384(NAD 83)
 HX0767_MARKER: DB = BENCH MARK DISK
 HX0767_SETTING: 80 = SET IN A BOULDER
 HX0767_SP_SET: BOULDER
 HX0767_STAMPING: S 246 1962
 HX0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0767+STABILITY: SURFACE MOTION
 HX0767
 HX0767  HISTORY     - Date     Condition        Report By
 HX0767  HISTORY     - 1962     MONUMENTED       CGS
 HX0767
 HX0767                          STATION DESCRIPTION
 HX0767
 HX0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0767'12.8 MI W FROM WOODROW.
 HX0767'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0767'AT WOODROW, THENCE 10.15 MILES NORTHWEST AND SOUTHWEST ALONG
 HX0767'U.S. FORESTRY ROAD 76, THENCE 1.25 MILES SOUTHWEST AND NORTHWEST
 HX0767'ALONG U.S. FORESTRY ROAD 108, ABOUT 0.95 MILE SOUTHEAST OF A
 HX0767'POINT WHERE ROAD FORDS NORTH FORK BRANCH, ABOUT 0.8 MILE NORTHWEST
 HX0767'OF A POINT WHERE ROAD MAKES HORSESHOE TURN UP THE MOUNTAIN, SET
 HX0767'VERTICALLY IN THE SOUTHWEST FACE OF A LARGE 10 FOOT-BY 12 FOOT
 HX0767'BOULDER, 30.5 FEET NORTHEAST OF CENTER LINE OF ROAD, 52 FEET
 HX0767'NORTH OF NORTHEAST END OF A 18 INCH GALVANIZED PIPE CULVERT, 3.5
 HX0767'FEET NORTHWEST OF THE SOUTH CORNER OF BOULDER, 2 FEET ABOVE
 HX0767'GROUND, AND IS 7 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK CAN
 HX0767'ALSO BE REACHED BY GOING 6.75 MILES SOUTHEAST ALONG WILLIAMS
 HX0767'RIVER ROAD FROM DYER METHODIST CHURCH AT DYER, THENCE 9.0 MILES
 HX0767'SOUTHEAST ALONG U.S. FORESTRY ROAD 108.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0711 ***********************************************************************
 HX0711  DESIGNATION -  S 247
 HX0711  PID         -  HX0711
 HX0711  STATE/COUNTY-  WV/POCAHONTAS
 HX0711  USGS QUAD   -  SHARP KNOB (1995)
 HX0711
 HX0711                         *CURRENT SURVEY CONTROL
 HX0711  ___________________________________________________________________
 HX0711* NAD 83(1986)-  38 22 31.     (N)    080 13 17.     (W)     SCALED    
 HX0711* NAVD 88     -      1209.412  (meters)    3967.88   (feet)  ADJUSTED  
 HX0711  ___________________________________________________________________
 HX0711  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HX0711  DYNAMIC HT  -        1208.440 (meters)    3964.69  (feet)  COMP
 HX0711  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 HX0711
 HX0711  VERT ORDER  -  SECOND    CLASS 0
 HX0711
 HX0711.The horizontal coordinates were scaled from a topographic map and have
 HX0711.an estimated accuracy of +/- 6 seconds.
 HX0711
 HX0711.The orthometric height was determined by differential leveling
 HX0711.and adjusted by the National Geodetic Survey in June 1991..
 HX0711
 HX0711.The geoid height was determined by GEOID03.
 HX0711
 HX0711.The dynamic height is computed by dividing the NAVD 88
 HX0711.geopotential number by the normal gravity value computed on the
 HX0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0711.degrees latitude (g = 980.6199 gals.).
 HX0711
 HX0711.The modeled gravity was interpolated from observed gravity values.
 HX0711
 HX0711;                    North         East    Units  Estimated Accuracy
 HX0711;SPC WV S     -   152,930.      668,030.      MT  (+/- 180 meters Scaled)
 HX0711
 HX0711                          SUPERSEDED SURVEY CONTROL
 HX0711
 HX0711  NGVD 29 (??/??/92) 1209.517  (m)         3968.22   (f) ADJ UNCH    2 0
 HX0711
 HX0711.Superseded values are not recommended for survey control.
 HX0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0711.See file dsdata.txt to determine how the superseded data were derived.
 HX0711
 HX0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC680477(NAD 83)
 HX0711_MARKER: DB = BENCH MARK DISK
 HX0711_SETTING: 80 = SET IN A BOULDER
 HX0711_SP_SET: BOULDER
 HX0711_STAMPING: S 247 1962
 HX0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0711+STABILITY: SURFACE MOTION
 HX0711
 HX0711  HISTORY     - Date     Condition        Report By
 HX0711  HISTORY     - 1962     MONUMENTED       CGS
 HX0711  HISTORY     - 1974     MARK NOT FOUND   USGS
 HX0711
 HX0711                          STATION DESCRIPTION
 HX0711
 HX0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0711'1.4 MI SW FROM SLATY FORK.
 HX0711'4.6 MILES NORTHWEST ALONG A ABANDONED RAILWAY BED (TRAIL) FROM
 HX0711'THE POST OFFICE AT SLATY FORK, THENCE ABOUT 2.7 MILES SOUTHWEST
 HX0711'ALONG U.S. FORESTRY ROAD 24, THENCE ABOUT 6.5 MILES SOUTHWEST
 HX0711'ALONG A GRADED ROAD LEADING TO A LARGE COAL MINE, THENCE ABOUT
 HX0711'0.3 MILE EAST AND THEN SOUTHWEST ALONG U.S. FORESTRY ROAD 135,
 HX0711'ABOUT 200 YARDS SOUTHWEST OF A POINT WHERE THE ROAD MAKES SHARP
 HX0711'CURVE TO THE WEST, SET VERTICALLY IN THE WEST FACE OF A LARGE
 HX0711'BOULDER THAT IS ABOUT 6-BY 20-FOOT LONG THAT IS PROJECTING ABOUT
 HX0711'4 FEET, THE BOULDER WHICH THE MARK IS SET IN HAS A LARGE BOULDER
 HX0711'SET ON TOP OF IT, 91 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HX0711'ROAD, 6 1/2 FEET NORTH OF THE SOUTH END OF THE BOULDER, ABOUT
 HX0711'1 1/2 FEET ABOVE THE GROUND, AND ABOUT 8 FEET ABOVE THE LEVEL
 HX0711'OF THE ROAD.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY
 HX0711'GOING ABOUT 1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM
 HX0711'THE GRADE SCHOOL AT WOODROW, THENCE ABOUT 3.8 MILES NORTHWEST
 HX0711'ALONG A U.S. FORESTRY ROAD 76, THENCE ABOUT 2.9 MILES NORTHWEST
 HX0711'ALONG U.S. FORESTRY ROAD 86, THENCE ABOUT 5.5 MILES NORTHEAST
 HX0711'ALONG U.S. FORESTRY ROAD 135.
 HX0711
 HX0711                          STATION RECOVERY (1974)
 HX0711
 HX0711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HX0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0841 ***********************************************************************
 HX0841  DESIGNATION -  S 248
 HX0841  PID         -  HX0841
 HX0841  STATE/COUNTY-  WV/POCAHONTAS
 HX0841  USGS QUAD   -  HILLSBORO (1995)
 HX0841
 HX0841                         *CURRENT SURVEY CONTROL
 HX0841  ___________________________________________________________________
 HX0841* NAD 83(1986)-  38 08 06.     (N)    080 10 59.     (W)     SCALED    
 HX0841* NAVD 88     -       684.523  (meters)    2245.81   (feet)  ADJUSTED  
 HX0841  ___________________________________________________________________
 HX0841  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HX0841  DYNAMIC HT  -         683.964 (meters)    2243.97  (feet)  COMP
 HX0841  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 HX0841
 HX0841  VERT ORDER  -  FIRST     CLASS II
 HX0841
 HX0841.The horizontal coordinates were scaled from a topographic map and have
 HX0841.an estimated accuracy of +/- 6 seconds.
 HX0841
 HX0841.The orthometric height was determined by differential leveling
 HX0841.and adjusted by the National Geodetic Survey in June 1991..
 HX0841
 HX0841.The geoid height was determined by GEOID03.
 HX0841
 HX0841.The dynamic height is computed by dividing the NAVD 88
 HX0841.geopotential number by the normal gravity value computed on the
 HX0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0841.degrees latitude (g = 980.6199 gals.).
 HX0841
 HX0841.The modeled gravity was interpolated from observed gravity values.
 HX0841
 HX0841;                    North         East    Units  Estimated Accuracy
 HX0841;SPC WV S     -   126,290.      671,620.      MT  (+/- 180 meters Scaled)
 HX0841
 HX0841                          SUPERSEDED SURVEY CONTROL
 HX0841
 HX0841  NGVD 29 (??/??/92)  684.616  (m)         2246.11   (f) ADJ UNCH    1 2
 HX0841
 HX0841.Superseded values are not recommended for survey control.
 HX0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0841.See file dsdata.txt to determine how the superseded data were derived.
 HX0841
 HX0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC715211(NAD 83)
 HX0841_MARKER: DB = BENCH MARK DISK
 HX0841_SETTING: 66 = SET IN ROCK OUTCROP
 HX0841_SP_SET: ROCK CUT
 HX0841_STAMPING: S 248 1962
 HX0841_MARK LOGO: CGS   
 HX0841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0841+STABILITY: POSITION/ELEVATION WELL
 HX0841
 HX0841  HISTORY     - Date     Condition        Report By
 HX0841  HISTORY     - 1962     MONUMENTED       CGS
 HX0841  HISTORY     - 1983     GOOD             NGS
 HX0841
 HX0841                          STATION DESCRIPTION
 HX0841
 HX0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0841'0.8 MI NW FROM SEEBERT.
 HX0841'0.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE CHESAPEAKE
 HX0841'AND OHIO RAILWAY STATION AT SEEBERT, ABOUT 1.05 MILES SOUTHEAST OF
 HX0841'THE JUNCTION OF U.S. HIGHWAY 219, ABOUT 0.4 MILE SOUTHEAST OF THE
 HX0841'JUNCTION OF A BLACK TOP ROAD LEADING SOUTHWEST, SET VERTICALLY
 HX0841'IN THE SOUTH FACE OF A ROCK CUT THAT IS ABOUT 62 YARDS LONG,
 HX0841'14 FEET NORTH OF THE CENTER LINE OF THE ROAD, 59 FEET WEST OF THE
 HX0841'EAST END OF THE ROCK CUT, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HX0841'GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0841
 HX0841                          STATION RECOVERY (1983)
 HX0841
 HX0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0885 ***********************************************************************
 HX0885  DESIGNATION -  S 249
 HX0885  PID         -  HX0885
 HX0885  STATE/COUNTY-  WV/GREENBRIER
 HX0885  USGS QUAD   -  DROOP (1995)
 HX0885
 HX0885                         *CURRENT SURVEY CONTROL
 HX0885  ___________________________________________________________________
 HX0885* NAD 83(1986)-  38 03 14.     (N)    080 21 11.     (W)     SCALED    
 HX0885* NAVD 88     -       630.697  (meters)    2069.21   (feet)  ADJUSTED  
 HX0885  ___________________________________________________________________
 HX0885  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HX0885  DYNAMIC HT  -         630.180 (meters)    2067.52  (feet)  COMP
 HX0885  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 HX0885
 HX0885  VERT ORDER  -  SECOND    CLASS 0
 HX0885
 HX0885.The horizontal coordinates were scaled from a topographic map and have
 HX0885.an estimated accuracy of +/- 6 seconds.
 HX0885
 HX0885.The orthometric height was determined by differential leveling
 HX0885.and adjusted by the National Geodetic Survey in June 1991..
 HX0885
 HX0885.The geoid height was determined by GEOID03.
 HX0885
 HX0885.The dynamic height is computed by dividing the NAVD 88
 HX0885.geopotential number by the normal gravity value computed on the
 HX0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0885.degrees latitude (g = 980.6199 gals.).
 HX0885
 HX0885.The modeled gravity was interpolated from observed gravity values.
 HX0885
 HX0885;                    North         East    Units  Estimated Accuracy
 HX0885;SPC WV S     -   117,170.      656,780.      MT  (+/- 180 meters Scaled)
 HX0885
 HX0885                          SUPERSEDED SURVEY CONTROL
 HX0885
 HX0885  NGVD 29 (??/??/92)  630.820  (m)         2069.62   (f) ADJ UNCH    2 0
 HX0885
 HX0885.Superseded values are not recommended for survey control.
 HX0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0885.See file dsdata.txt to determine how the superseded data were derived.
 HX0885
 HX0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC567119(NAD 83)
 HX0885_MARKER: DB = BENCH MARK DISK
 HX0885_SETTING: 66 = SET IN ROCK OUTCROP
 HX0885_SP_SET: ROCK LEDGE
 HX0885_STAMPING: S 249 1962
 HX0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0885+STABILITY: POSITION/ELEVATION WELL
 HX0885
 HX0885  HISTORY     - Date     Condition        Report By
 HX0885  HISTORY     - 1962     MONUMENTED       CGS
 HX0885  HISTORY     - 1983     GOOD             NGS
 HX0885  HISTORY     - 1983     GOOD             NGS
 HX0885
 HX0885                          STATION DESCRIPTION
 HX0885
 HX0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0885'5.4 MI N FROM RENICK.
 HX0885'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE HIGH SCHOOL
 HX0885'AT RENICK, THENCE ABOUT 2 MILES NORTHWEST ALONG A BLACK TOP
 HX0885'ROAD, ABOUT 0.15 MILES NORTHWEST OF THE JUNCTION OF A GRADED
 HX0885'ROAD LEADING NORTHEAST, ABOUT 163 YARDS SOUTHEAST OF THE SOUTH
 HX0885'CORNER OF A LARGE TWO STORY COUNTRY STORE AND RESIDENCE, SET ON
 HX0885'TOP OF 14-BY 4-FOOT PROTRUDING ROCK LEDGE IN A SMALL ROCK CUT,
 HX0885'11 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 75 FEET EAST
 HX0885'BY SOUTHEAST OF AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER
 HX0885'OF A SMALL WHITE ABANDONED WOODEN FRAME HOUSE, 0.9 FEET NORTHEAST
 HX0885'OF THE SOUTHWEST EDGE OF THE ROCK LEDGE, 7 1/2 FEET NORTHWEST
 HX0885'OF THE SOUTHEAST END OF THE ROCK LEDGE, AND ABOUT 2 FEET ABOVE
 HX0885'THE LEVEL OF THE ROAD.
 HX0885
 HX0885                          STATION RECOVERY (1983)
 HX0885
 HX0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0885'RECOVERED IN GOOD CONDITION.
 HX0885
 HX0885                          STATION RECOVERY (1983)
 HX0885
 HX0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1698 ***********************************************************************
 HX1698  CBN         -  This is a Cooperative Base Network Control Station.
 HX1698  DESIGNATION -  S 25
 HX1698  PID         -  HX1698
 HX1698  STATE/COUNTY-  WV/CALHOUN
 HX1698  USGS QUAD   -  GRANTSVILLE (1966)
 HX1698
 HX1698                         *CURRENT SURVEY CONTROL
 HX1698  ___________________________________________________________________
 HX1698* NAD 83(1995)-  38 56 33.99610(N)    081 03 59.28070(W)     ADJUSTED  
 HX1698* NAVD 88     -       348.389  (meters)    1143.01   (feet)  ADJUSTED  
 HX1698  ___________________________________________________________________
 HX1698  X           -     771,406.528 (meters)                     COMP
 HX1698  Y           -  -4,907,306.947 (meters)                     COMP
 HX1698  Z           -   3,987,576.126 (meters)                     COMP
 HX1698  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 HX1698  ELLIP HEIGHT-         315.06  (meters)          (04/23/01) GPS OBS
 HX1698  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HX1698  DYNAMIC HT  -         348.161 (meters)    1142.26  (feet)  COMP
 HX1698  MODELED GRAV-     979,962.9   (mgal)                       NAVD 88
 HX1698
 HX1698  HORZ ORDER  -  A
 HX1698  VERT ORDER  -  SECOND    CLASS 0
 HX1698  ELLP ORDER  -  FOURTH    CLASS I
 HX1698
 HX1698.The horizontal coordinates were established by GPS observations
 HX1698.and adjusted by the National Geodetic Survey in April 2001..
 HX1698
 HX1698.The orthometric height was determined by differential leveling
 HX1698.and adjusted by the National Geodetic Survey in June 1991..
 HX1698
 HX1698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX1698
 HX1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1698
 HX1698.The ellipsoidal height was determined by GPS observations
 HX1698.and is referenced to NAD 83.
 HX1698
 HX1698.The geoid height was determined by GEOID03.
 HX1698
 HX1698.The dynamic height is computed by dividing the NAVD 88
 HX1698.geopotential number by the normal gravity value computed on the
 HX1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1698.degrees latitude (g = 980.6199 gals.).
 HX1698
 HX1698.The modeled gravity was interpolated from observed gravity values.
 HX1698
 HX1698;                    North         East     Units Scale Factor Converg.
 HX1698;SPC WV S     -   215,638.148   594,237.504   MT  1.00001321   -0 02 27.9
 HX1698;UTM  17      - 4,310,428.583   494,239.885   MT  0.99960041   -0 02 30.4
 HX1698
 HX1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1698!SPC WV S     -   0.99995057  x   1.00001321  =   0.99996378
 HX1698!UTM  17      -   0.99995057  x   0.99960041  =   0.99955100
 HX1698
 HX1698                          SUPERSEDED SURVEY CONTROL
 HX1698
 HX1698  NAVD 88 (04/23/01)  348.39   (m)         1143.0    (f) LEVELING    3  
 HX1698  NGVD 29 (??/??/92)  348.560  (m)         1143.57   (f) ADJ UNCH    2 0
 HX1698
 HX1698.Superseded values are not recommended for survey control.
 HX1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1698.See file dsdata.txt to determine how the superseded data were derived.
 HX1698
 HX1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9424010429(NAD 83)
 HX1698_MARKER: DB = BENCH MARK DISK
 HX1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1698_STAMPING: S 25 1935
 HX1698_MARK LOGO: CGS   
 HX1698_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1698+STABILITY: SURFACE MOTION
 HX1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX1698+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2000
 HX1698
 HX1698  HISTORY     - Date     Condition        Report By
 HX1698  HISTORY     - 1935     MONUMENTED       CGS
 HX1698  HISTORY     - 20000331 GOOD             WVALS
 HX1698
 HX1698                          STATION DESCRIPTION
 HX1698
 HX1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX1698'2.6 MI N FROM GRANTSVILLE.
 HX1698'2.6 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 HX1698'AT GRANTSVILLE, 75 YARDS EAST OF THE EAST SIDE OF THE YOAK
 HX1698'FARMHOUSE, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 HX1698'10 FEET WEST OF A 1-FOOT WALNUT TREE.  A STANDARD DISK, STAMPED
 HX1698'S 25 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HX1698
 HX1698                          STATION RECOVERY (2000)
 HX1698
 HX1698'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (TAS)
 HX1698'THE STATION IS LOCATED ABOUT 3.3 KM (2.05 NI) NORTHEAST OF
 HX1698'GRANTSVILLE, 3.5 KM (2.15 MI) WEST OF WHITE PINE AND 3.0 KM (1.85 MI
 HX1698'SOUTHWEST OF FIVE FORKS.
 HX1698' 
 HX1698'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 5
 HX1698'AND 16, GO NORTH ON HIGHWAY 16 FOR 4.2 KM (2.6 MI) TO THE STATION ON
 HX1698'THE LEFT, 125 M (410 FT) NORTH OF THE BROUGHTON MILK DISTRIBUTION
 HX1698'CENTER.
 HX1698' 
 HX1698'THE STATION IS 9.15 M (30 FT) NORTH OF THE CENTERLINE OF HIGHWAY 16,
 HX1698'4.9 M (16 FT) SOUTH OF THE SOUTH EDGE OF A CONCRETE DRIVEWAY AND
 HX1698'3.0 M (10 FT) WEST OF A 0.65 M (2.15 FT) DIAMETER BLACK WALNUT TREE.
 HX1698' 
 HX1698'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0908 ***********************************************************************
 HX0908  DESIGNATION -  S 250
 HX0908  PID         -  HX0908
 HX0908  STATE/COUNTY-  WV/POCAHONTAS
 HX0908  USGS QUAD   -  LOBELIA (1995)
 HX0908
 HX0908                         *CURRENT SURVEY CONTROL
 HX0908  ___________________________________________________________________
 HX0908* NAD 83(1986)-  38 08 09.     (N)    080 16 51.     (W)     SCALED    
 HX0908* NAVD 88     -       770.902  (meters)    2529.20   (feet)  ADJUSTED  
 HX0908  ___________________________________________________________________
 HX0908  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HX0908  DYNAMIC HT  -         770.256 (meters)    2527.08  (feet)  COMP
 HX0908  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 HX0908
 HX0908  VERT ORDER  -  SECOND    CLASS 0
 HX0908
 HX0908.The horizontal coordinates were scaled from a topographic map and have
 HX0908.an estimated accuracy of +/- 6 seconds.
 HX0908
 HX0908.The orthometric height was determined by differential leveling
 HX0908.and adjusted by the National Geodetic Survey in June 1991..
 HX0908
 HX0908.The geoid height was determined by GEOID03.
 HX0908
 HX0908.The dynamic height is computed by dividing the NAVD 88
 HX0908.geopotential number by the normal gravity value computed on the
 HX0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0908.degrees latitude (g = 980.6199 gals.).
 HX0908
 HX0908.The modeled gravity was interpolated from observed gravity values.
 HX0908
 HX0908;                    North         East    Units  Estimated Accuracy
 HX0908;SPC WV S     -   126,310.      663,040.      MT  (+/- 180 meters Scaled)
 HX0908
 HX0908                          SUPERSEDED SURVEY CONTROL
 HX0908
 HX0908  NGVD 29 (??/??/92)  770.990  (m)         2529.49   (f) ADJ UNCH    2 0
 HX0908
 HX0908.Superseded values are not recommended for survey control.
 HX0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0908.See file dsdata.txt to determine how the superseded data were derived.
 HX0908
 HX0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC630211(NAD 83)
 HX0908_MARKER: DB = BENCH MARK DISK
 HX0908_SETTING: 66 = SET IN ROCK OUTCROP
 HX0908_SP_SET: ROCK LEDGE
 HX0908_STAMPING: S 250 1962
 HX0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0908+STABILITY: POSITION/ELEVATION WELL
 HX0908
 HX0908  HISTORY     - Date     Condition        Report By
 HX0908  HISTORY     - 1962     MONUMENTED       CGS
 HX0908
 HX0908                          STATION DESCRIPTION
 HX0908
 HX0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0908'1.2 MI E FROM LOBELIA.
 HX0908'1.2 MILES EAST ALONG BLACK TOP ROAD FROM JUNCTION OF GRADED ROAD
 HX0908'AT LOBELIA, ABOUT 0.55 MILES EAST OF THE JUNCTION OF GRADED ROAD
 HX0908'LEADING NORTH UP BRUFFEY CREEK, ABOUT 95 YARDS SOUTHWEST OF THE
 HX0908'SOUTHWEST END OF A 20 FOOT BRIDGE OVER CAVE RUN, SET ON TOP OF A
 HX0908'ROCK LEDGE THATS VISIBLE FOR ABOUT 6 FEET IN LENGTH, 1 FOOT
 HX0908'HIGH AND 2 FEET WIDE, EXTENDING SOUTH FROM THE BASE OF A HUGH
 HX0908'ROCK CUT ABOUT 50 YARDS LONG PROJECTING 20 FEET, 32 FEET NORTH
 HX0908'OF CENTER LINE OF THE ROAD, 14 FEET SOUTH OF THE BASE OF THE
 HX0908'HUGH ROCK CUT, 1 FOOT NORTH OF THE NORTH EDGE OF THE ROCK LEDGE,
 HX0908'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0634 ***********************************************************************
 HX0634  DESIGNATION -  S 252
 HX0634  PID         -  HX0634
 HX0634  STATE/COUNTY-  WV/POCAHONTAS
 HX0634  USGS QUAD   -  MINGO (1995)
 HX0634
 HX0634                         *CURRENT SURVEY CONTROL
 HX0634  ___________________________________________________________________
 HX0634* NAD 83(1986)-  38 24 52.     (N)    080 04 48.     (W)     SCALED    
 HX0634* NAVD 88     -       861.860  (meters)    2827.62   (feet)  ADJUSTED  
 HX0634  ___________________________________________________________________
 HX0634  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0634  DYNAMIC HT  -         861.158 (meters)    2825.32  (feet)  COMP
 HX0634  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 HX0634
 HX0634  VERT ORDER  -  FIRST     CLASS II
 HX0634
 HX0634.The horizontal coordinates were scaled from a topographic map and have
 HX0634.an estimated accuracy of +/- 6 seconds.
 HX0634
 HX0634.The orthometric height was determined by differential leveling
 HX0634.and adjusted by the National Geodetic Survey in June 1991..
 HX0634
 HX0634.The geoid height was determined by GEOID03.
 HX0634
 HX0634.The dynamic height is computed by dividing the NAVD 88
 HX0634.geopotential number by the normal gravity value computed on the
 HX0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0634.degrees latitude (g = 980.6199 gals.).
 HX0634
 HX0634.The modeled gravity was interpolated from observed gravity values.
 HX0634
 HX0634;                    North         East    Units  Estimated Accuracy
 HX0634;SPC WV S     -   157,390.      680,340.      MT  (+/- 180 meters Scaled)
 HX0634
 HX0634                          SUPERSEDED SURVEY CONTROL
 HX0634
 HX0634  NGVD 29 (??/??/92)  861.938  (m)         2827.87   (f) ADJ UNCH    1 2
 HX0634
 HX0634.Superseded values are not recommended for survey control.
 HX0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0634.See file dsdata.txt to determine how the superseded data were derived.
 HX0634
 HX0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC803522(NAD 83)
 HX0634_MARKER: DB = BENCH MARK DISK
 HX0634_SETTING: 66 = SET IN ROCK OUTCROP
 HX0634_SP_SET: PROJECTING ROCK
 HX0634_STAMPING: S 252 1962
 HX0634_MARK LOGO: CGS   
 HX0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0634+STABILITY: POSITION/ELEVATION WELL
 HX0634
 HX0634  HISTORY     - Date     Condition        Report By
 HX0634  HISTORY     - 1962     MONUMENTED       CGS
 HX0634  HISTORY     - 1983     GOOD             NGS
 HX0634
 HX0634                          STATION DESCRIPTION
 HX0634
 HX0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0634'2.3 MI E FROM SLATY FORK.
 HX0634'2.3 MILES EAST ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL
 HX0634'AT SLATY FORK, ABOUT 0.3 MILE NORTHEAST OF A ROADSIDE PARK, ON
 HX0634'THE INSIDE OF A CURVE WITH THE TANGENTS EXTENDING TO THE NORTHWEST
 HX0634'AND NORTHEAST, SET VERTICALLY IN THE SOUTHEAST FACE OF A LARGE
 HX0634'ROCK THAT IS ABOUT 36-FOOT LONG AND 12-FOOT HIGH AND PROJECTING
 HX0634'OUT OF THE BANK, 3 FEET WEST OF THE EAST END OF THE ROCK, 23
 HX0634'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET
 HX0634'ABOVE THE GROUND, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 HX0634'HIGHWAY.
 HX0634
 HX0634                          STATION RECOVERY (1983)
 HX0634
 HX0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0492 ***********************************************************************
 HX0492  DESIGNATION -  S 253
 HX0492  PID         -  HX0492
 HX0492  STATE/COUNTY-  WV/RANDOLPH
 HX0492  USGS QUAD   -  VALLEY HEAD (1995)
 HX0492
 HX0492                         *CURRENT SURVEY CONTROL
 HX0492  ___________________________________________________________________
 HX0492* NAD 83(1986)-  38 31 10.     (N)    080 02 21.     (W)     SCALED    
 HX0492* NAVD 88     -       771.418  (meters)    2530.89   (feet)  ADJUSTED  
 HX0492  ___________________________________________________________________
 HX0492  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HX0492  DYNAMIC HT  -         770.812 (meters)    2528.91  (feet)  COMP
 HX0492  MODELED GRAV-     979,816.7   (mgal)                       NAVD 88
 HX0492
 HX0492  VERT ORDER  -  FIRST     CLASS II
 HX0492
 HX0492.The horizontal coordinates were scaled from a topographic map and have
 HX0492.an estimated accuracy of +/- 6 seconds.
 HX0492
 HX0492.The orthometric height was determined by differential leveling
 HX0492.and adjusted by the National Geodetic Survey in June 1991..
 HX0492
 HX0492.The geoid height was determined by GEOID03.
 HX0492
 HX0492.The dynamic height is computed by dividing the NAVD 88
 HX0492.geopotential number by the normal gravity value computed on the
 HX0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0492.degrees latitude (g = 980.6199 gals.).
 HX0492
 HX0492.The modeled gravity was interpolated from observed gravity values.
 HX0492
 HX0492;                    North         East    Units  Estimated Accuracy
 HX0492;SPC WV S     -   169,080.      683,790.      MT  (+/- 180 meters Scaled)
 HX0492
 HX0492                          SUPERSEDED SURVEY CONTROL
 HX0492
 HX0492  NGVD 29 (??/??/92)  771.539  (m)         2531.29   (f) ADJ UNCH    1 2
 HX0492
 HX0492.Superseded values are not recommended for survey control.
 HX0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0492.See file dsdata.txt to determine how the superseded data were derived.
 HX0492
 HX0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC837638(NAD 83)
 HX0492_MARKER: DB = BENCH MARK DISK
 HX0492_SETTING: 66 = SET IN ROCK OUTCROP
 HX0492_SP_SET: ROCK CLIFF
 HX0492_STAMPING: S 253 1962
 HX0492_MARK LOGO: CGS   
 HX0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0492+STABILITY: POSITION/ELEVATION WELL
 HX0492
 HX0492  HISTORY     - Date     Condition        Report By
 HX0492  HISTORY     - 1962     MONUMENTED       CGS
 HX0492  HISTORY     - 1983     GOOD             NGS
 HX0492
 HX0492                          STATION DESCRIPTION
 HX0492
 HX0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0492'1.6 MI NW FROM MINGO.
 HX0492'ABOUT 1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 219 FROM THE GRADE
 HX0492'SCHOOL AT MINGO, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HX0492'EXTENDING SOUTH AND NORTHWEST, SET VERTICALLY IN THE SOUTHWEST
 HX0492'FACE OF A ROCK CLIFF ABOUT 150-FOOT LONG AND 25-FOOT HIGH, 15
 HX0492'FEET SOUTHEAST OF THE NORTHWEST END OF THE CLIFF, 30 FEET
 HX0492'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT ABOVE
 HX0492'THE LEVEL OF THE GROUND, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 HX0492'HIGHWAY.
 HX0492
 HX0492                          STATION RECOVERY (1983)
 HX0492
 HX0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1996 ***********************************************************************
 HW1996  DESIGNATION -  S 254
 HW1996  PID         -  HW1996
 HW1996  STATE/COUNTY-  WV/POCAHONTAS
 HW1996  USGS QUAD   -  DURBIN (1995)
 HW1996
 HW1996                         *CURRENT SURVEY CONTROL
 HW1996  ___________________________________________________________________
 HW1996* NAD 83(1986)-  38 35 04.     (N)    079 50 31.     (W)     SCALED    
 HW1996* NAVD 88     -      1022.476  (meters)    3354.57   (feet)  ADJUSTED  
 HW1996  ___________________________________________________________________
 HW1996  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HW1996  DYNAMIC HT  -        1021.629 (meters)    3351.79  (feet)  COMP
 HW1996  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 HW1996
 HW1996  VERT ORDER  -  SECOND    CLASS 0
 HW1996
 HW1996.The horizontal coordinates were scaled from a topographic map and have
 HW1996.an estimated accuracy of +/- 6 seconds.
 HW1996
 HW1996.The orthometric height was determined by differential leveling
 HW1996.and adjusted by the National Geodetic Survey in June 1991..
 HW1996
 HW1996.The geoid height was determined by GEOID03.
 HW1996
 HW1996.The dynamic height is computed by dividing the NAVD 88
 HW1996.geopotential number by the normal gravity value computed on the
 HW1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1996.degrees latitude (g = 980.6199 gals.).
 HW1996
 HW1996.The modeled gravity was interpolated from observed gravity values.
 HW1996
 HW1996;                    North         East    Units  Estimated Accuracy
 HW1996;SPC WV S     -   176,490.      700,900.      MT  (+/- 180 meters Scaled)
 HW1996
 HW1996                          SUPERSEDED SURVEY CONTROL
 HW1996
 HW1996  NGVD 29 (??/??/92) 1022.531  (m)         3354.75   (f) ADJ UNCH    2 0
 HW1996
 HW1996.Superseded values are not recommended for survey control.
 HW1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1996.See file dsdata.txt to determine how the superseded data were derived.
 HW1996
 HW1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC008712(NAD 83)
 HW1996_MARKER: DB = BENCH MARK DISK
 HW1996_SETTING: 66 = SET IN ROCK OUTCROP
 HW1996_SP_SET: ROCK CUT
 HW1996_STAMPING: S 254 1962
 HW1996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1996+STABILITY: POSITION/ELEVATION WELL
 HW1996
 HW1996  HISTORY     - Date     Condition        Report By
 HW1996  HISTORY     - 1962     MONUMENTED       CGS
 HW1996
 HW1996                          STATION DESCRIPTION
 HW1996
 HW1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1996'4 MI NW FROM DURBIN.
 HW1996'ABOUT 3.95 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 HW1996'OFFICE AT DURBIN, ABOUT 0.2 MILE SOUTHEAST OF A ROADSIDE PARK,
 HW1996'ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTHWEST
 HW1996'AND NORTHWEST, 18 FEET WEST OF CENTER LINE OF HIGHWAY, ABOUT
 HW1996'3 FEET ABOVE LEVEL OF HIGHWAY, 75 FEET SOUTH OF NORTH END OF
 HW1996'CUT, AND SET VERTICALLY IN THE EAST FACE OF A LARGE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0730 ***********************************************************************
 HX0730  DESIGNATION -  S 255 RESET 1963
 HX0730  PID         -  HX0730
 HX0730  STATE/COUNTY-  WV/WEBSTER
 HX0730  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0730
 HX0730                         *CURRENT SURVEY CONTROL
 HX0730  ___________________________________________________________________
 HX0730* NAD 83(1986)-  38 21 24.     (N)    080 20 15.     (W)     SCALED    
 HX0730* NAVD 88     -       757.81   (+/-2cm)    2486.2    (feet)  VERTCON   
 HX0730  ___________________________________________________________________
 HX0730  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HX0730
 HX0730  VERT ORDER  -  THIRD (See Below)
 HX0730
 HX0730.The horizontal coordinates were scaled from a topographic map and have
 HX0730.an estimated accuracy of +/- 6 seconds.
 HX0730
 HX0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX0730.The vertical order pertains to the NGVD 29 superseded value.
 HX0730
 HX0730.The geoid height was determined by GEOID03.
 HX0730
 HX0730;                    North         East    Units  Estimated Accuracy
 HX0730;SPC WV S     -   150,780.      657,900.      MT  (+/- 180 meters Scaled)
 HX0730
 HX0730                          SUPERSEDED SURVEY CONTROL
 HX0730
 HX0730  NGVD 29 (09/25/03)  757.92   (m)         2486.6    (f) RESET       3  
 HX0730
 HX0730.Superseded values are not recommended for survey control.
 HX0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0730.See file dsdata.txt to determine how the superseded data were derived.
 HX0730
 HX0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC578455(NAD 83)
 HX0730_MARKER: DB = BENCH MARK DISK
 HX0730_SETTING: 66 = SET IN ROCK OUTCROP
 HX0730_SP_SET: ROCK CLIFF
 HX0730_STAMPING: S 255 RESET 1963
 HX0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0730+STABILITY: POSITION/ELEVATION WELL
 HX0730
 HX0730  HISTORY     - Date     Condition        Report By
 HX0730  HISTORY     - 1963     MONUMENTED       USFS
 HX0730
 HX0730                          STATION DESCRIPTION
 HX0730
 HX0730'DESCRIBED BY US FOREST SERVICE 1963
 HX0730'10.4 MI SE FROM DYER.
 HX0730'10.4 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD AND U.S. FORESTRY
 HX0730'ROAD 86 FROM THE METHODIST CHURCH AT DYER, ABOUT 0.9 MILE EAST
 HX0730'OF THE CONFLUENCE OF MILL RUN AND WILLIAMS RIVER, AND SET
 HX0730'VERTICALLY IN THE NORTH FACE OF SOLID ROCK, APPROXIMATELY 7 FT
 HX0730'X 5 FT X 3 FT AT THE WEST END OF A ROCK CLIFF THAT IS ABOUT 0.15
 HX0730'MILE LONG AND APPROXIMATELY 200 FEET WEST OF SMALL RAVINE AT
 HX0730'BEGINNING OF ROCK CLIFF, 39 FEET SOUTH OF THE CENTERLINE AT ROAD,
 HX0730'ABOUT 2 FEET ABOVE LEVEL OF GROUND AND ABOUT 11 FEET ABOVE
 HX0730'LEVEL OF ROAD AND IN GENERAL ROCK BAR AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0002 ***********************************************************************
 HX0002  DESIGNATION -  S 256
 HX0002  PID         -  HX0002
 HX0002  STATE/COUNTY-  WV/WEBSTER
 HX0002  USGS QUAD   -  BERGOO (1995)
 HX0002
 HX0002                         *CURRENT SURVEY CONTROL
 HX0002  ___________________________________________________________________
 HX0002* NAD 83(1986)-  38 29 54.     (N)    080 21 08.     (W)     SCALED    
 HX0002* NAVD 88     -       853.328  (meters)    2799.63   (feet)  ADJUSTED  
 HX0002  ___________________________________________________________________
 HX0002  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX0002  DYNAMIC HT  -         852.650 (meters)    2797.40  (feet)  COMP
 HX0002  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 HX0002
 HX0002  VERT ORDER  -  SECOND    CLASS 0
 HX0002
 HX0002.The horizontal coordinates were scaled from a topographic map and have
 HX0002.an estimated accuracy of +/- 6 seconds.
 HX0002
 HX0002.The orthometric height was determined by differential leveling
 HX0002.and adjusted by the National Geodetic Survey in June 1991..
 HX0002
 HX0002.The geoid height was determined by GEOID03.
 HX0002
 HX0002.The dynamic height is computed by dividing the NAVD 88
 HX0002.geopotential number by the normal gravity value computed on the
 HX0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0002.degrees latitude (g = 980.6199 gals.).
 HX0002
 HX0002.The modeled gravity was interpolated from observed gravity values.
 HX0002
 HX0002;                    North         East    Units  Estimated Accuracy
 HX0002;SPC WV S     -   166,500.      656,510.      MT  (+/- 180 meters Scaled)
 HX0002
 HX0002                          SUPERSEDED SURVEY CONTROL
 HX0002
 HX0002  NGVD 29 (??/??/92)  853.458  (m)         2800.05   (f) ADJ UNCH    2 0
 HX0002
 HX0002.Superseded values are not recommended for survey control.
 HX0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0002.See file dsdata.txt to determine how the superseded data were derived.
 HX0002
 HX0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC564613(NAD 83)
 HX0002_MARKER: DB = BENCH MARK DISK
 HX0002_SETTING: 66 = SET IN ROCK OUTCROP
 HX0002_SP_SET: ROCK LEDGE
 HX0002_STAMPING: S 256 1962
 HX0002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0002+STABILITY: POSITION/ELEVATION WELL
 HX0002
 HX0002  HISTORY     - Date     Condition        Report By
 HX0002  HISTORY     - 1962     MONUMENTED       CGS
 HX0002
 HX0002                          STATION DESCRIPTION
 HX0002
 HX0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0002'6.8 MI NE FROM WEBSTER SPRINGS.
 HX0002'ABOUT 6.8 MILES SOUTHEAST AND NORTHEAST ALONG STATE HIGHWAY
 HX0002'FROM THE COURT HOUSE AT WEBSTER SPRINGS, 20.3 FEET NORTHWEST
 HX0002'OF CENTER LINE OF HIGHWAY, 3 FEET ABOVE HIGHWAY LEVEL, 58 FEET
 HX0002'NORTHEAST OF SOUTHWEST END OF LEDGE, 5.9 FEET SOUTHWEST OF
 HX0002'NORTHEAST END OF LEDGE, 1/2 FOOT NORTHWEST OF SOUTHEAST EDGE
 HX0002'AND SET ON TOP OF A 12 FOOT LONG-BY- 2 1/2 FOOT HIGH ROCK LEDGE
 HX0002'THAT IS AT THE BASE OF A LARGE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0044 ***********************************************************************
 HX0044  DESIGNATION -  S 257
 HX0044  PID         -  HX0044
 HX0044  STATE/COUNTY-  WV/RANDOLPH
 HX0044  USGS QUAD   -  VALLEY HEAD (1995)
 HX0044
 HX0044                         *CURRENT SURVEY CONTROL
 HX0044  ___________________________________________________________________
 HX0044* NAD 83(1986)-  38 33 01.     (N)    080 04 56.     (W)     SCALED    
 HX0044* NAVD 88     -       918.803  (meters)    3014.44   (feet)  ADJUSTED  
 HX0044  ___________________________________________________________________
 HX0044  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HX0044  DYNAMIC HT  -         918.061 (meters)    3012.01  (feet)  COMP
 HX0044  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 HX0044
 HX0044  VERT ORDER  -  SECOND    CLASS 0
 HX0044
 HX0044.The horizontal coordinates were scaled from a topographic map and have
 HX0044.an estimated accuracy of +/- 6 seconds.
 HX0044
 HX0044.The orthometric height was determined by differential leveling
 HX0044.and adjusted by the National Geodetic Survey in June 1991..
 HX0044
 HX0044.The geoid height was determined by GEOID03.
 HX0044
 HX0044.The dynamic height is computed by dividing the NAVD 88
 HX0044.geopotential number by the normal gravity value computed on the
 HX0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0044.degrees latitude (g = 980.6199 gals.).
 HX0044
 HX0044.The modeled gravity was interpolated from observed gravity values.
 HX0044
 HX0044;                    North         East    Units  Estimated Accuracy
 HX0044;SPC WV S     -   172,460.      680,000.      MT  (+/- 180 meters Scaled)
 HX0044
 HX0044                          SUPERSEDED SURVEY CONTROL
 HX0044
 HX0044  NGVD 29 (??/??/92)  918.901  (m)         3014.76   (f) ADJ UNCH    2 0
 HX0044
 HX0044.Superseded values are not recommended for survey control.
 HX0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0044.See file dsdata.txt to determine how the superseded data were derived.
 HX0044
 HX0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC799672(NAD 83)
 HX0044_MARKER: DB = BENCH MARK DISK
 HX0044_SETTING: 66 = SET IN ROCK OUTCROP
 HX0044_SP_SET: ROCK CUT
 HX0044_STAMPING: S 257 1962
 HX0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0044+STABILITY: POSITION/ELEVATION WELL
 HX0044
 HX0044  HISTORY     - Date     Condition        Report By
 HX0044  HISTORY     - 1962     MONUMENTED       CGS
 HX0044
 HX0044                          STATION DESCRIPTION
 HX0044
 HX0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0044'1.4 MI E FROM MONTERVILLE.
 HX0044'ABOUT 1.4 MILES EAST ALONG STATE HIGHWAY 15 FROM THE ELEMENTARY
 HX0044'SCHOOL AT MONTERVILLE, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HX0044'EXTENDING SOUTHWEST AND SOUTHEAST, 18.5 FEET NORTH OF CENTER
 HX0044'LINE OF HIGHWAY, ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY, 178 FEET
 HX0044'WEST OF NORTH END OF A 18 INCH PIPE CULVERT, 302.5 FEET EAST
 HX0044'OF CENTER OF JUNCTION OF VALLEY FORK ROAD, AND SET VERTICALLY
 HX0044'IN SOUTH FACE OF A LARGE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0171 ***********************************************************************
 HX0171  DESIGNATION -  S 258
 HX0171  PID         -  HX0171
 HX0171  STATE/COUNTY-  WV/WEBSTER
 HX0171  USGS QUAD   -  DIANA (1982)
 HX0171
 HX0171                         *CURRENT SURVEY CONTROL
 HX0171  ___________________________________________________________________
 HX0171* NAD 83(1986)-  38 31 09.     (N)    080 27 49.     (W)     SCALED    
 HX0171* NAVD 88     -       536.527  (meters)    1760.26   (feet)  ADJUSTED  
 HX0171  ___________________________________________________________________
 HX0171  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HX0171  DYNAMIC HT  -         536.117 (meters)    1758.91  (feet)  COMP
 HX0171  MODELED GRAV-     979,848.6   (mgal)                       NAVD 88
 HX0171
 HX0171  VERT ORDER  -  SECOND    CLASS 0
 HX0171
 HX0171.The horizontal coordinates were scaled from a topographic map and have
 HX0171.an estimated accuracy of +/- 6 seconds.
 HX0171
 HX0171.The orthometric height was determined by differential leveling
 HX0171.and adjusted by the National Geodetic Survey in June 1991..
 HX0171
 HX0171.The geoid height was determined by GEOID03.
 HX0171
 HX0171.The dynamic height is computed by dividing the NAVD 88
 HX0171.geopotential number by the normal gravity value computed on the
 HX0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0171.degrees latitude (g = 980.6199 gals.).
 HX0171
 HX0171.The modeled gravity was interpolated from observed gravity values.
 HX0171
 HX0171;                    North         East    Units  Estimated Accuracy
 HX0171;SPC WV S     -   168,750.      646,780.      MT  (+/- 180 meters Scaled)
 HX0171
 HX0171                          SUPERSEDED SURVEY CONTROL
 HX0171
 HX0171  NGVD 29 (??/??/92)  536.676  (m)         1760.74   (f) ADJ UNCH    2 0
 HX0171
 HX0171.Superseded values are not recommended for survey control.
 HX0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0171.See file dsdata.txt to determine how the superseded data were derived.
 HX0171
 HX0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC467635(NAD 83)
 HX0171_MARKER: DB = BENCH MARK DISK
 HX0171_SETTING: 66 = SET IN ROCK OUTCROP
 HX0171_SP_SET: ROCK IN CUT
 HX0171_STAMPING: S 258 1962
 HX0171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0171+STABILITY: POSITION/ELEVATION WELL
 HX0171
 HX0171  HISTORY     - Date     Condition        Report By
 HX0171  HISTORY     - 1962     MONUMENTED       CGS
 HX0171
 HX0171                          STATION DESCRIPTION
 HX0171
 HX0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0171'5.6 MI NW FROM WEBSTER SPRINGS.
 HX0171'ABOUT 5.6 MILES NORTH AND THEN NORTHWEST ALONG STATE HIGHWAY
 HX0171'20 FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 15 AT WEBSTER
 HX0171'SPRINGS, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING EAST
 HX0171'AND SOUTHWEST, SET VERTICALLY IN THE NORTH FACE OF A ROCK THAT
 HX0171'IS ABOUT 63 FEET LONG AND 4 FEET HIGH THAT IS IN A LARGE CUT,
 HX0171'17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET WEST
 HX0171'OF THE SOUTHEAST CORNER OF THE ROCK, AND ABOUT LEVEL WITH THE
 HX0171'HIGHWAY.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING
 HX0171'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0171'AT DIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0253 ***********************************************************************
 HX0253  DESIGNATION -  S 259
 HX0253  PID         -  HX0253
 HX0253  STATE/COUNTY-  WV/WEBSTER
 HX0253  USGS QUAD   -  DIANA (1982)
 HX0253
 HX0253                         *CURRENT SURVEY CONTROL
 HX0253  ___________________________________________________________________
 HX0253* NAD 83(1986)-  38 37 20.     (N)    080 27 58.     (W)     SCALED    
 HX0253* NAVD 88     -       345.954  (meters)    1135.02   (feet)  ADJUSTED  
 HX0253  ___________________________________________________________________
 HX0253  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HX0253  DYNAMIC HT  -         345.713 (meters)    1134.23  (feet)  COMP
 HX0253  MODELED GRAV-     979,923.8   (mgal)                       NAVD 88
 HX0253
 HX0253  VERT ORDER  -  SECOND    CLASS 0
 HX0253
 HX0253.The horizontal coordinates were scaled from a topographic map and have
 HX0253.an estimated accuracy of +/- 6 seconds.
 HX0253
 HX0253.The orthometric height was determined by differential leveling
 HX0253.and adjusted by the National Geodetic Survey in June 1991..
 HX0253
 HX0253.The geoid height was determined by GEOID03.
 HX0253
 HX0253.The dynamic height is computed by dividing the NAVD 88
 HX0253.geopotential number by the normal gravity value computed on the
 HX0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0253.degrees latitude (g = 980.6199 gals.).
 HX0253
 HX0253.The modeled gravity was interpolated from observed gravity values.
 HX0253
 HX0253;                    North         East    Units  Estimated Accuracy
 HX0253;SPC WV S     -   180,190.      646,490.      MT  (+/- 180 meters Scaled)
 HX0253
 HX0253                          SUPERSEDED SURVEY CONTROL
 HX0253
 HX0253  NGVD 29 (??/??/92)  346.128  (m)         1135.59   (f) ADJ UNCH    2 0
 HX0253
 HX0253.Superseded values are not recommended for survey control.
 HX0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0253.See file dsdata.txt to determine how the superseded data were derived.
 HX0253
 HX0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC464749(NAD 83)
 HX0253_MARKER: DB = BENCH MARK DISK
 HX0253_SETTING: 80 = SET IN A BOULDER
 HX0253_SP_SET: BOULDER
 HX0253_STAMPING: S 259 1962
 HX0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0253+STABILITY: SURFACE MOTION
 HX0253
 HX0253  HISTORY     - Date     Condition        Report By
 HX0253  HISTORY     - 1962     MONUMENTED       CGS
 HX0253
 HX0253                          STATION DESCRIPTION
 HX0253
 HX0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0253'1.1 MI S FROM GUARDIAN.
 HX0253'ABOUT 1.1 MILES SOUTH ALONG THE HOLLY RIVER ROAD THAT FOLLOWS
 HX0253'ALONG THE RIGHT FORK OF THE HOLLY RIVER FROM THE POST OFFICE AT
 HX0253'GUARDIAN, SET ON TOP OF A ROCK BOULDER THAT IS 3-BY 6-FOOT LONG
 HX0253'AND IS EMBEDDED IN THE GROUND, 85 FEET EAST OF THE CENTER LINE
 HX0253'OF THE ROAD, 64 FEET EAST OF THE HEAD WALL OF A 18-INCH PIPE
 HX0253'CULVERT, 0.8 FOOT NORTH OF THE SOUTH EDGE OF THE ROCK BOULDER,
 HX0253'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0960 ***********************************************************************
 JW0960  DESIGNATION -  S 26
 JW0960  PID         -  JW0960
 JW0960  STATE/COUNTY-  WV/MONONGALIA
 JW0960  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW0960
 JW0960                         *CURRENT SURVEY CONTROL
 JW0960  ___________________________________________________________________
 JW0960* NAD 83(1986)-  39 36 06.     (N)    079 53 37.     (W)     SCALED    
 JW0960* NAVD 88     -       358.471  (meters)    1176.08   (feet)  ADJUSTED  
 JW0960  ___________________________________________________________________
 JW0960  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JW0960  DYNAMIC HT  -         358.253 (meters)    1175.37  (feet)  COMP
 JW0960  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 JW0960
 JW0960  VERT ORDER  -  SECOND    CLASS 0
 JW0960
 JW0960.The horizontal coordinates were scaled from a topographic map and have
 JW0960.an estimated accuracy of +/- 6 seconds.
 JW0960
 JW0960.The orthometric height was determined by differential leveling
 JW0960.and adjusted by the National Geodetic Survey in June 1991..
 JW0960
 JW0960.The geoid height was determined by GEOID03.
 JW0960
 JW0960.The dynamic height is computed by dividing the NAVD 88
 JW0960.geopotential number by the normal gravity value computed on the
 JW0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0960.degrees latitude (g = 980.6199 gals.).
 JW0960
 JW0960.The modeled gravity was interpolated from observed gravity values.
 JW0960
 JW0960;                    North         East    Units  Estimated Accuracy
 JW0960;SPC WV N     -   122,380.      566,200.      MT  (+/- 180 meters Scaled)
 JW0960
 JW0960                          SUPERSEDED SURVEY CONTROL
 JW0960
 JW0960  NGVD 29 (??/??/92)  358.583  (m)         1176.45   (f) ADJ UNCH    2 0
 JW0960
 JW0960.Superseded values are not recommended for survey control.
 JW0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0960.See file dsdata.txt to determine how the superseded data were derived.
 JW0960
 JW0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND949841(NAD 83)
 JW0960_MARKER: DB = BENCH MARK DISK
 JW0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0960_STAMPING: S 26 1935
 JW0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0960+STABILITY: SURFACE MOTION
 JW0960
 JW0960  HISTORY     - Date     Condition        Report By
 JW0960  HISTORY     - 1935     MONUMENTED       CGS
 JW0960
 JW0960                          STATION DESCRIPTION
 JW0960
 JW0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0960'AT DELLSLOW.
 JW0960'AT DELLSLOW, MONOGALIA COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JW0960'ABOUT 150 FEET NORTH OF THE B. AND O.R.R. SHED, AT A ROAD
 JW0960'CROSSING, 42 FEET EAST OF A CEMETERY HEADSTONE BEARING THE NAMES
 JW0960'OF JAMES AND MALISSA SHAW, AND 35 FEET WEST OF THE WEST RAIL.  A
 JW0960'STANDARD DISK, STAMPED S 26 1935 AND SET IN THE TOP OF A CONCRETE
 JW0960'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0342 ***********************************************************************
 HX0342  DESIGNATION -  S 260
 HX0342  PID         -  HX0342
 HX0342  STATE/COUNTY-  WV/RANDOLPH
 HX0342  USGS QUAD   -  PICKENS (1977)
 HX0342
 HX0342                         *CURRENT SURVEY CONTROL
 HX0342  ___________________________________________________________________
 HX0342* NAD 83(1986)-  38 38 48.     (N)    080 11 15.     (W)     SCALED    
 HX0342* NAVD 88     -      1006.189  (meters)    3301.14   (feet)  ADJUSTED  
 HX0342  ___________________________________________________________________
 HX0342  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HX0342  DYNAMIC HT  -        1005.397 (meters)    3298.54  (feet)  COMP
 HX0342  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 HX0342
 HX0342  VERT ORDER  -  SECOND    CLASS 0
 HX0342
 HX0342.The horizontal coordinates were scaled from a topographic map and have
 HX0342.an estimated accuracy of +/- 6 seconds.
 HX0342
 HX0342.The orthometric height was determined by differential leveling
 HX0342.and adjusted by the National Geodetic Survey in June 1991..
 HX0342
 HX0342.The geoid height was determined by GEOID03.
 HX0342
 HX0342.The dynamic height is computed by dividing the NAVD 88
 HX0342.geopotential number by the normal gravity value computed on the
 HX0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0342.degrees latitude (g = 980.6199 gals.).
 HX0342
 HX0342.The modeled gravity was interpolated from observed gravity values.
 HX0342
 HX0342;                    North         East    Units  Estimated Accuracy
 HX0342;SPC WV S     -   183,080.      670,730.      MT  (+/- 180 meters Scaled)
 HX0342
 HX0342                          SUPERSEDED SURVEY CONTROL
 HX0342
 HX0342  NGVD 29 (??/??/92) 1006.318  (m)         3301.56   (f) ADJ UNCH    2 0
 HX0342
 HX0342.Superseded values are not recommended for survey control.
 HX0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0342.See file dsdata.txt to determine how the superseded data were derived.
 HX0342
 HX0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC707778(NAD 83)
 HX0342_MARKER: DB = BENCH MARK DISK
 HX0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0342_STAMPING: S 260 1962
 HX0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0342+STABILITY: SURFACE MOTION
 HX0342
 HX0342  HISTORY     - Date     Condition        Report By
 HX0342  HISTORY     - 1962     MONUMENTED       CGS
 HX0342
 HX0342                          STATION DESCRIPTION
 HX0342
 HX0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0342'1.6 MI SE FROM PICKENS.
 HX0342'ABOUT 0.7 MILE SOUTHEAST ALONG COUNTY ROAD 47 FROM THE POST OFFICE
 HX0342'AT PICKENS, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG COUNTY ROAD 45,
 HX0342'ON THE INSIDE OF A CURVE WITH THE TANGENTS EXTENDING TO THE SOUTH
 HX0342'AND NORTHWEST, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 HX0342'28 1/2 FEET SOUTH OF A TELEPHONE POLE, 3 FEET SOUTHEAST OF A
 HX0342'STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IS SET IN
 HX0342'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0293 ***********************************************************************
 HX0293  DESIGNATION -  S 261
 HX0293  PID         -  HX0293
 HX0293  STATE/COUNTY-  WV/RANDOLPH
 HX0293  USGS QUAD   -  PICKENS (1977)
 HX0293
 HX0293                         *CURRENT SURVEY CONTROL
 HX0293  ___________________________________________________________________
 HX0293* NAD 83(1986)-  38 39 32.     (N)    080 13 10.     (W)     SCALED    
 HX0293* NAVD 88     -       845.674  (meters)    2774.52   (feet)  ADJUSTED  
 HX0293  ___________________________________________________________________
 HX0293  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HX0293  DYNAMIC HT  -         845.017 (meters)    2772.36  (feet)  COMP
 HX0293  MODELED GRAV-     979,823.0   (mgal)                       NAVD 88
 HX0293
 HX0293  VERT ORDER  -  SECOND    CLASS 0
 HX0293
 HX0293.The horizontal coordinates were scaled from a topographic map and have
 HX0293.an estimated accuracy of +/- 6 seconds.
 HX0293
 HX0293.The orthometric height was determined by differential leveling
 HX0293.and adjusted by the National Geodetic Survey in June 1991..
 HX0293
 HX0293.The geoid height was determined by GEOID03.
 HX0293
 HX0293.The dynamic height is computed by dividing the NAVD 88
 HX0293.geopotential number by the normal gravity value computed on the
 HX0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0293.degrees latitude (g = 980.6199 gals.).
 HX0293
 HX0293.The modeled gravity was interpolated from observed gravity values.
 HX0293
 HX0293;                    North         East    Units  Estimated Accuracy
 HX0293;SPC WV S     -   184,410.      667,940.      MT  (+/- 180 meters Scaled)
 HX0293
 HX0293                          SUPERSEDED SURVEY CONTROL
 HX0293
 HX0293  NGVD 29 (??/??/92)  845.803  (m)         2774.94   (f) ADJ UNCH    2 0
 HX0293
 HX0293.Superseded values are not recommended for survey control.
 HX0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0293.See file dsdata.txt to determine how the superseded data were derived.
 HX0293
 HX0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC679792(NAD 83)
 HX0293_MARKER: DB = BENCH MARK DISK
 HX0293_SETTING: 66 = SET IN ROCK OUTCROP
 HX0293_SP_SET: ROCK CUT
 HX0293_STAMPING: S 261 1962
 HX0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0293+STABILITY: POSITION/ELEVATION WELL
 HX0293
 HX0293  HISTORY     - Date     Condition        Report By
 HX0293  HISTORY     - 1962     MONUMENTED       CGS
 HX0293  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0293
 HX0293                          STATION DESCRIPTION
 HX0293
 HX0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0293'0.9 MI NW FROM PICKENS.
 HX0293'ABOUT 0.9 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX0293'AT PICKENS, ON THE INSIDE OF THE EAST END OF A CURVE WITH THE
 HX0293'TANGENTS EXTENDING TO THE SOUTHWEST AND EAST, SET ON TOP OF A
 HX0293'ROCK CUT THAT IS ABOUT 102 FEET LONG AND PROJECTS OUT OF THE
 HX0293'ROAD BANK, 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 13 FEET
 HX0293'WEST OF THE SOUTH END OF A 12-INCH PIPE CULVERT, 0.7 FOOT SOUTH
 HX0293'OF THE NORTH EDGE OF THE ROCK CUT, AND ABOUT 3 FEET ABOVE THE
 HX0293'LEVEL OF THE ROAD.
 HX0293
 HX0293                          STATION RECOVERY (1973)
 HX0293
 HX0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1652 ***********************************************************************
 HX1652  DESIGNATION -  S 262
 HX1652  PID         -  HX1652
 HX1652  STATE/COUNTY-  WV/BRAXTON
 HX1652  USGS QUAD   -  NEWVILLE (1976)
 HX1652
 HX1652                         *CURRENT SURVEY CONTROL
 HX1652  ___________________________________________________________________
 HX1652* NAD 83(1986)-  38 40 16.     (N)    080 32 50.     (W)     SCALED    
 HX1652* NAVD 88     -       283.577  (meters)     930.37   (feet)  ADJUSTED  
 HX1652  ___________________________________________________________________
 HX1652  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HX1652  DYNAMIC HT  -         283.383 (meters)     929.73  (feet)  COMP
 HX1652  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 HX1652
 HX1652  VERT ORDER  -  SECOND    CLASS 0
 HX1652
 HX1652.The horizontal coordinates were scaled from a topographic map and have
 HX1652.an estimated accuracy of +/- 6 seconds.
 HX1652
 HX1652.The orthometric height was determined by differential leveling
 HX1652.and adjusted by the National Geodetic Survey in June 1991..
 HX1652
 HX1652.The geoid height was determined by GEOID03.
 HX1652
 HX1652.The dynamic height is computed by dividing the NAVD 88
 HX1652.geopotential number by the normal gravity value computed on the
 HX1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1652.degrees latitude (g = 980.6199 gals.).
 HX1652
 HX1652.The modeled gravity was interpolated from observed gravity values.
 HX1652
 HX1652;                    North         East    Units  Estimated Accuracy
 HX1652;SPC WV S     -   185,580.      639,400.      MT  (+/- 180 meters Scaled)
 HX1652
 HX1652                          SUPERSEDED SURVEY CONTROL
 HX1652
 HX1652  NGVD 29 (??/??/92)  283.759  (m)          930.97   (f) ADJ UNCH    2 0
 HX1652
 HX1652.Superseded values are not recommended for survey control.
 HX1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1652.See file dsdata.txt to determine how the superseded data were derived.
 HX1652
 HX1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC393803(NAD 83)
 HX1652_MARKER: DB = BENCH MARK DISK
 HX1652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1652_SP_SET: ABUTMENT
 HX1652_STAMPING: S 262 1962
 HX1652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1652
 HX1652  HISTORY     - Date     Condition        Report By
 HX1652  HISTORY     - 1962     MONUMENTED       CGS
 HX1652
 HX1652                          STATION DESCRIPTION
 HX1652
 HX1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1652'3.6 MI E FROM NEWVILLE.
 HX1652'ABOUT 3.6 MILES EAST ALONG A ROAD THAT LEADS TO KANAWHA CAMP FROM
 HX1652'THE POST OFFICE AT NEWVILLE, SET IN THE KANAWHA CAMP GROUNDS, SET
 HX1652'ON TOP OF NORTHWEST END OF THE NORTHEAST ABUTMENT OF A BRIDGE
 HX1652'OVER KANAWHA CAMP RUN, 10 FEET NORTHWEST OF THE CENTER LINE OF
 HX1652'THE ROAD, 1 FOOT SOUTH OF THE NORTH EDGE OF THE ABUTMENT, AND
 HX1652'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1565 ***********************************************************************
 HX1565  DESIGNATION -  S 264
 HX1565  PID         -  HX1565
 HX1565  STATE/COUNTY-  WV/BRAXTON
 HX1565  USGS QUAD   -  NEWVILLE (1976)
 HX1565
 HX1565                         *CURRENT SURVEY CONTROL
 HX1565  ___________________________________________________________________
 HX1565* NAD 83(1986)-  38 39 24.     (N)    080 36 26.     (W)     SCALED    
 HX1565* NAVD 88     -       307.349  (meters)    1008.36   (feet)  ADJUSTED  
 HX1565  ___________________________________________________________________
 HX1565  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HX1565  DYNAMIC HT  -         307.133 (meters)    1007.65  (feet)  COMP
 HX1565  MODELED GRAV-     979,917.6   (mgal)                       NAVD 88
 HX1565
 HX1565  VERT ORDER  -  SECOND    CLASS 0
 HX1565
 HX1565.The horizontal coordinates were scaled from a topographic map and have
 HX1565.an estimated accuracy of +/- 6 seconds.
 HX1565
 HX1565.The orthometric height was determined by differential leveling
 HX1565.and adjusted by the National Geodetic Survey in June 1991..
 HX1565
 HX1565.The geoid height was determined by GEOID03.
 HX1565
 HX1565.The dynamic height is computed by dividing the NAVD 88
 HX1565.geopotential number by the normal gravity value computed on the
 HX1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1565.degrees latitude (g = 980.6199 gals.).
 HX1565
 HX1565.The modeled gravity was interpolated from observed gravity values.
 HX1565
 HX1565;                    North         East    Units  Estimated Accuracy
 HX1565;SPC WV S     -   183,950.      634,190.      MT  (+/- 180 meters Scaled)
 HX1565
 HX1565                          SUPERSEDED SURVEY CONTROL
 HX1565
 HX1565  NGVD 29 (??/??/92)  307.525  (m)         1008.94   (f) ADJ UNCH    2 0
 HX1565
 HX1565.Superseded values are not recommended for survey control.
 HX1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1565.See file dsdata.txt to determine how the superseded data were derived.
 HX1565
 HX1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC341787(NAD 83)
 HX1565_MARKER: DB = BENCH MARK DISK
 HX1565_SETTING: 66 = SET IN ROCK OUTCROP
 HX1565_SP_SET: ROCK CUT
 HX1565_STAMPING: S 264 1962
 HX1565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1565+STABILITY: POSITION/ELEVATION WELL
 HX1565
 HX1565  HISTORY     - Date     Condition        Report By
 HX1565  HISTORY     - 1962     MONUMENTED       CGS
 HX1565
 HX1565                          STATION DESCRIPTION
 HX1565
 HX1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1565'5 MI NW FROM CENTRALIA.
 HX1565'ABOUT 5.05 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1565'FROM THE STATION AT CENTRALIA, AT THE SOUTH END OF A CURVE WITH
 HX1565'TANGENTS EXTENDING SOUTH AND NORTHWEST, SET ON TOP OF A LARGE
 HX1565'ROCK CUT, 70 FEET NORTH OF SOUTH END OF CUT, 15 FEET EAST OF
 HX1565'EAST RAIL, AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2139 ***********************************************************************
 HW2139  DESIGNATION -  S 265
 HW2139  PID         -  HW2139
 HW2139  STATE/COUNTY-  WV/RANDOLPH
 HW2139  USGS QUAD   -  SNYDER KNOB (1995)
 HW2139
 HW2139                         *CURRENT SURVEY CONTROL
 HW2139  ___________________________________________________________________
 HW2139* NAD 83(1986)-  38 33 38.     (N)    079 54 51.     (W)     SCALED    
 HW2139* NAVD 88     -      1109.862  (meters)    3641.27   (feet)  ADJUSTED  
 HW2139  ___________________________________________________________________
 HW2139  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 HW2139  DYNAMIC HT  -        1108.955 (meters)    3638.30  (feet)  COMP
 HW2139  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 HW2139
 HW2139  VERT ORDER  -  SECOND    CLASS 0
 HW2139
 HW2139.The horizontal coordinates were scaled from a topographic map and have
 HW2139.an estimated accuracy of +/- 6 seconds.
 HW2139
 HW2139.The orthometric height was determined by differential leveling
 HW2139.and adjusted by the National Geodetic Survey in June 1991..
 HW2139
 HW2139.The geoid height was determined by GEOID03.
 HW2139
 HW2139.The dynamic height is computed by dividing the NAVD 88
 HW2139.geopotential number by the normal gravity value computed on the
 HW2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2139.degrees latitude (g = 980.6199 gals.).
 HW2139
 HW2139.The modeled gravity was interpolated from observed gravity values.
 HW2139
 HW2139;                    North         East    Units  Estimated Accuracy
 HW2139;SPC WV S     -   173,760.      694,630.      MT  (+/- 180 meters Scaled)
 HW2139
 HW2139                          SUPERSEDED SURVEY CONTROL
 HW2139
 HW2139  NGVD 29 (??/??/92) 1109.932  (m)         3641.50   (f) ADJ UNCH    2 0
 HW2139
 HW2139.Superseded values are not recommended for survey control.
 HW2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2139.See file dsdata.txt to determine how the superseded data were derived.
 HW2139
 HW2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC946685(NAD 83)
 HW2139_MARKER: DB = BENCH MARK DISK
 HW2139_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2139_STAMPING: S 265 1962
 HW2139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2139
 HW2139  HISTORY     - Date     Condition        Report By
 HW2139  HISTORY     - 1962     MONUMENTED       CGS
 HW2139
 HW2139                          STATION DESCRIPTION
 HW2139
 HW2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2139'6.3 MI SW FROM CHEAT BRIDGE.
 HW2139'ABOUT 6.3 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM
 HW2139'THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE, ABOUT 45
 HW2139'FEET NORTHWEST OF MILEPOST C 30, ON TOP OF A EMBEDDED ROCK THAT
 HW2139'IS 10-BY 15-FOOT LONG, 1 FOOT NORTHWEST OF THE SOUTHEAST END
 HW2139'OF ROCK, 35 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 6
 HW2139'FEET ABOVE THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1964 ***********************************************************************
 HW1964  DESIGNATION -  S 266
 HW1964  PID         -  HW1964
 HW1964  STATE/COUNTY-  WV/RANDOLPH
 HW1964  USGS QUAD   -  MILL CREEK (1995)
 HW1964
 HW1964                         *CURRENT SURVEY CONTROL
 HW1964  ___________________________________________________________________
 HW1964* NAD 83(1986)-  38 41 39.     (N)    079 58 32.     (W)     SCALED    
 HW1964* NAVD 88     -       631.428  (meters)    2071.61   (feet)  ADJUSTED  
 HW1964  ___________________________________________________________________
 HW1964  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HW1964  DYNAMIC HT  -         630.961 (meters)    2070.08  (feet)  COMP
 HW1964  MODELED GRAV-     979,867.2   (mgal)                       NAVD 88
 HW1964
 HW1964  VERT ORDER  -  SECOND    CLASS 0
 HW1964
 HW1964.The horizontal coordinates were scaled from a topographic map and have
 HW1964.an estimated accuracy of +/- 6 seconds.
 HW1964
 HW1964.The orthometric height was determined by differential leveling
 HW1964.and adjusted by the National Geodetic Survey in June 1991..
 HW1964
 HW1964.The geoid height was determined by GEOID03.
 HW1964
 HW1964.The dynamic height is computed by dividing the NAVD 88
 HW1964.geopotential number by the normal gravity value computed on the
 HW1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1964.degrees latitude (g = 980.6199 gals.).
 HW1964
 HW1964.The modeled gravity was interpolated from observed gravity values.
 HW1964
 HW1964;                    North         East    Units  Estimated Accuracy
 HW1964;SPC WV S     -   188,530.      689,120.      MT  (+/- 180 meters Scaled)
 HW1964
 HW1964                          SUPERSEDED SURVEY CONTROL
 HW1964
 HW1964  NGVD 29 (??/??/92)  631.577  (m)         2072.10   (f) ADJ UNCH    2 0
 HW1964
 HW1964.Superseded values are not recommended for survey control.
 HW1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1964.See file dsdata.txt to determine how the superseded data were derived.
 HW1964
 HW1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC890833(NAD 83)
 HW1964_MARKER: DB = BENCH MARK DISK
 HW1964_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1964_SP_SET: BRIDGE
 HW1964_STAMPING: S 266 1962
 HW1964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1964
 HW1964  HISTORY     - Date     Condition        Report By
 HW1964  HISTORY     - 1962     MONUMENTED       CGS
 HW1964
 HW1964                          STATION DESCRIPTION
 HW1964
 HW1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1964'1.3 MI SE FROM HUTTONSVILLE.
 HW1964'ABOUT 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 HW1964'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, AT THE
 HW1964'ENTRANCE TO WEST VIRGINIA MEDIUM SECURITY PRISON, ABOUT 300 YARDS
 HW1964'EAST OF PRISON BUILDING, 360 FEET WEST OF CENTER LINE OF HIGHWAY,
 HW1964'26 FEET SOUTH OF CENTER LINE OF ROAD LEADING WEST TO PRISON,
 HW1964'ABOUT 1 1/2 FEET ABOVE ROAD LEVEL, AND SET ON TOP OF SOUTH END
 HW1964'OF EAST ABUTMENT OF CONCRETE BRIDGE OVER RIFFLE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0150 ***********************************************************************
 HX0150  DESIGNATION -  S 267
 HX0150  PID         -  HX0150
 HX0150  STATE/COUNTY-  WV/BRAXTON
 HX0150  USGS QUAD   -  WALKERSVILLE (1976)
 HX0150
 HX0150                         *CURRENT SURVEY CONTROL
 HX0150  ___________________________________________________________________
 HX0150* NAD 83(1986)-  38 47 52.     (N)    080 29 04.     (W)     SCALED    
 HX0150* NAVD 88     -       372.642  (meters)    1222.58   (feet)  ADJUSTED  
 HX0150  ___________________________________________________________________
 HX0150  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX0150  DYNAMIC HT  -         372.392 (meters)    1221.76  (feet)  COMP
 HX0150  MODELED GRAV-     979,945.7   (mgal)                       NAVD 88
 HX0150
 HX0150  VERT ORDER  -  SECOND    CLASS 0
 HX0150
 HX0150.The horizontal coordinates were scaled from a topographic map and have
 HX0150.an estimated accuracy of +/- 6 seconds.
 HX0150
 HX0150.The orthometric height was determined by differential leveling
 HX0150.and adjusted by the National Geodetic Survey in June 1991..
 HX0150
 HX0150.The geoid height was determined by GEOID03.
 HX0150
 HX0150.The dynamic height is computed by dividing the NAVD 88
 HX0150.geopotential number by the normal gravity value computed on the
 HX0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0150.degrees latitude (g = 980.6199 gals.).
 HX0150
 HX0150.The modeled gravity was interpolated from observed gravity values.
 HX0150
 HX0150;                    North         East    Units  Estimated Accuracy
 HX0150;SPC WV S     -   199,660.      644,790.      MT  (+/- 180 meters Scaled)
 HX0150
 HX0150                          SUPERSEDED SURVEY CONTROL
 HX0150
 HX0150  NGVD 29 (??/??/92)  372.830  (m)         1223.19   (f) ADJ UNCH    2 0
 HX0150
 HX0150.Superseded values are not recommended for survey control.
 HX0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0150.See file dsdata.txt to determine how the superseded data were derived.
 HX0150
 HX0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC447944(NAD 83)
 HX0150_MARKER: DB = BENCH MARK DISK
 HX0150_SETTING: 66 = SET IN ROCK OUTCROP
 HX0150_SP_SET: ROCK LEDGE
 HX0150_STAMPING: S 267 1962
 HX0150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0150+STABILITY: POSITION/ELEVATION WELL
 HX0150
 HX0150  HISTORY     - Date     Condition        Report By
 HX0150  HISTORY     - 1962     MONUMENTED       CGS
 HX0150
 HX0150                          STATION DESCRIPTION
 HX0150
 HX0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0150'5.5 MI NE FROM FALLS MILL.
 HX0150'ABOUT 5.5 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX0150'OFFICE AT FALLS MILL, ABOUT 0.1 MILE WEST OF THE BRAXTON AND
 HX0150'LEWIS COUNTY LINE, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 HX0150'LEDGE THAT IS ABOUT 175 FEET LONG AND 5 FEET HIGH, 75 FEET WEST
 HX0150'OF THE EAST END OF THE ROCK LEDGE, 19 FEET NORTH OF THE CENTER
 HX0150'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 HX0150'NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING ABOUT 0.2
 HX0150'MILE NORTHWEST ALONG COUNTY ROAD 50 FROM THE POST OFFICE AT
 HX0150'IRELAND, THENCE ABOUT 1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1600 ***********************************************************************
 HX1600  DESIGNATION -  S 268
 HX1600  PID         -  HX1600
 HX1600  STATE/COUNTY-  WV/BRAXTON
 HX1600  USGS QUAD   -  ORLANDO (1989)
 HX1600
 HX1600                         *CURRENT SURVEY CONTROL
 HX1600  ___________________________________________________________________
 HX1600* NAD 83(1986)-  38 48 42.     (N)    080 35 18.     (W)     SCALED    
 HX1600* NAVD 88     -       233.634  (meters)     766.51   (feet)  ADJUSTED  
 HX1600  ___________________________________________________________________
 HX1600  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HX1600  DYNAMIC HT  -         233.482 (meters)     766.02  (feet)  COMP
 HX1600  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 HX1600
 HX1600  VERT ORDER  -  SECOND    CLASS 0
 HX1600
 HX1600.The horizontal coordinates were scaled from a topographic map and have
 HX1600.an estimated accuracy of +/- 6 seconds.
 HX1600
 HX1600.The orthometric height was determined by differential leveling
 HX1600.and adjusted by the National Geodetic Survey in June 1991..
 HX1600
 HX1600.The geoid height was determined by GEOID03.
 HX1600
 HX1600.The dynamic height is computed by dividing the NAVD 88
 HX1600.geopotential number by the normal gravity value computed on the
 HX1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1600.degrees latitude (g = 980.6199 gals.).
 HX1600
 HX1600.The modeled gravity was interpolated from observed gravity values.
 HX1600
 HX1600;                    North         East    Units  Estimated Accuracy
 HX1600;SPC WV S     -   201,160.      635,760.      MT  (+/- 180 meters Scaled)
 HX1600
 HX1600                          SUPERSEDED SURVEY CONTROL
 HX1600
 HX1600  NGVD 29 (??/??/92)  233.836  (m)          767.18   (f) ADJ UNCH    2 0
 HX1600
 HX1600.Superseded values are not recommended for survey control.
 HX1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1600.See file dsdata.txt to determine how the superseded data were derived.
 HX1600
 HX1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC357959(NAD 83)
 HX1600_MARKER: DB = BENCH MARK DISK
 HX1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1600_STAMPING: S 268 1962
 HX1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1600+STABILITY: SURFACE MOTION
 HX1600
 HX1600  HISTORY     - Date     Condition        Report By
 HX1600  HISTORY     - 1962     MONUMENTED       CGS
 HX1600  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX1600
 HX1600                          STATION DESCRIPTION
 HX1600
 HX1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1600'3.6 MI N FROM NAPIER.
 HX1600'ABOUT 1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1600'OFFICE AT NAPIER, THENCE 2.35 MILES NORTHWEST ALONG A BLACK TOP
 HX1600'ROAD, AT THE JUNCTION OF STATE HIGHWAY 5, 30 FEET SOUTH OF THE
 HX1600'SOUTHWEST END OF A STONE BRIDGE OVER BIG RUN, 22 FEET SOUTHWEST
 HX1600'OF THE CENTER LINE OF THE ROAD, 125 YARDS EAST OF THE CENTER
 HX1600'OF THE JUNCTION, 2 FEET EAST OF A STEEL WITNESS POST, AND IS
 HX1600'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 4 INCHES.
 HX1600
 HX1600                          STATION RECOVERY (1976)
 HX1600
 HX1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1632 ***********************************************************************
 HX1632  DESIGNATION -  S 269
 HX1632  PID         -  HX1632
 HX1632  STATE/COUNTY-  WV/BRAXTON
 HX1632  USGS QUAD   -  NEWVILLE (1976)
 HX1632
 HX1632                         *CURRENT SURVEY CONTROL
 HX1632  ___________________________________________________________________
 HX1632* NAD 83(1986)-  38 43 35.     (N)    080 31 48.     (W)     SCALED    
 HX1632* NAVD 88     -       395.657  (meters)    1298.08   (feet)  ADJUSTED  
 HX1632  ___________________________________________________________________
 HX1632  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HX1632  DYNAMIC HT  -         395.390 (meters)    1297.21  (feet)  COMP
 HX1632  MODELED GRAV-     979,941.1   (mgal)                       NAVD 88
 HX1632
 HX1632  VERT ORDER  -  SECOND    CLASS 0
 HX1632
 HX1632.The horizontal coordinates were scaled from a topographic map and have
 HX1632.an estimated accuracy of +/- 6 seconds.
 HX1632
 HX1632.The orthometric height was determined by differential leveling
 HX1632.and adjusted by the National Geodetic Survey in June 1991..
 HX1632
 HX1632.The geoid height was determined by GEOID03.
 HX1632
 HX1632.The dynamic height is computed by dividing the NAVD 88
 HX1632.geopotential number by the normal gravity value computed on the
 HX1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1632.degrees latitude (g = 980.6199 gals.).
 HX1632
 HX1632.The modeled gravity was interpolated from observed gravity values.
 HX1632
 HX1632;                    North         East    Units  Estimated Accuracy
 HX1632;SPC WV S     -   191,720.      640,870.      MT  (+/- 180 meters Scaled)
 HX1632
 HX1632                          SUPERSEDED SURVEY CONTROL
 HX1632
 HX1632  NGVD 29 (??/??/92)  395.843  (m)         1298.69   (f) ADJ UNCH    2 0
 HX1632
 HX1632.Superseded values are not recommended for survey control.
 HX1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1632.See file dsdata.txt to determine how the superseded data were derived.
 HX1632
 HX1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC408865(NAD 83)
 HX1632_MARKER: DB = BENCH MARK DISK
 HX1632_SETTING: 66 = SET IN ROCK OUTCROP
 HX1632_SP_SET: ROCK OUTCROP
 HX1632_STAMPING: S 269 1962
 HX1632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1632+STABILITY: POSITION/ELEVATION WELL
 HX1632
 HX1632  HISTORY     - Date     Condition        Report By
 HX1632  HISTORY     - 1962     MONUMENTED       CGS
 HX1632
 HX1632                          STATION DESCRIPTION
 HX1632
 HX1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1632'6.4 MI S FROM FALLS MILL.
 HX1632'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1632'OFFICE AT FALLS MILL, THENCE ABOUT 5.6 MILES SOUTHWEST AND
 HX1632'THEN SOUTHEAST ALONG A MOUNTAIN ROAD, 0.4 MILE SOUTHEAST OF A
 HX1632'PIPE-LINE, SET ON TOP OF A ROCK OUTCROP THAT IS ABOUT 10 FEET
 HX1632'LONG AND 1 FOOT HIGH, 9 FEET NORTHEAST OF THE CENTERLINE OF THE
 HX1632'ROAD, 17 FEET WEST OF A 24-INCH OAK TREE, AND ABOUT 1 FOOT ABOVE
 HX1632'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0075 ***********************************************************************
 JX0075  DESIGNATION -  S 27
 JX0075  PID         -  JX0075
 JX0075  STATE/COUNTY-  WV/MONONGALIA
 JX0075  USGS QUAD   -  RIVESVILLE (1976)
 JX0075
 JX0075                         *CURRENT SURVEY CONTROL
 JX0075  ___________________________________________________________________
 JX0075* NAD 83(1986)-  39 32 57.     (N)    080 04 54.     (W)     SCALED    
 JX0075* NAVD 88     -       264.387  (meters)     867.41   (feet)  POSTED    
 JX0075  ___________________________________________________________________
 JX0075  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JX0075  DYNAMIC HT  -         264.230 (meters)     866.89  (feet)  COMP
 JX0075  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 JX0075
 JX0075  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JX0075
 JX0075.The horizontal coordinates were scaled from a topographic map and have
 JX0075.an estimated accuracy of +/- 6 seconds.
 JX0075
 JX0075.The orthometric height was determined by differential leveling
 JX0075.and adjusted by the National Geodetic Survey in 1992..
 JX0075.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JX0075.rate of 1.1 thru 2.0 mm/km.
 JX0075
 JX0075.The geoid height was determined by GEOID03.
 JX0075
 JX0075.The dynamic height is computed by dividing the NAVD 88
 JX0075.geopotential number by the normal gravity value computed on the
 JX0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0075.degrees latitude (g = 980.6199 gals.).
 JX0075
 JX0075.The modeled gravity was interpolated from observed gravity values.
 JX0075
 JX0075;                    North         East    Units  Estimated Accuracy
 JX0075;SPC WV N     -   116,640.      550,010.      MT  (+/- 180 meters Scaled)
 JX0075
 JX0075                          SUPERSEDED SURVEY CONTROL
 JX0075
 JX0075  NGVD 29 (??/??/92)  264.536  (m)          867.90   (f) ADJ UNCH    1 2
 JX0075
 JX0075.Superseded values are not recommended for survey control.
 JX0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0075.See file dsdata.txt to determine how the superseded data were derived.
 JX0075
 JX0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND789781(NAD 83)
 JX0075_MARKER: DB = BENCH MARK DISK
 JX0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0075_STAMPING: S 27 1935
 JX0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0075+STABILITY: SURFACE MOTION
 JX0075
 JX0075  HISTORY     - Date     Condition        Report By
 JX0075  HISTORY     - 1935     MONUMENTED       CGS
 JX0075  HISTORY     - 1960     MARK NOT FOUND   NGS
 JX0075
 JX0075                          STATION DESCRIPTION
 JX0075
 JX0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JX0075'9.2 MI NE FROM FAIRMONT.
 JX0075'IN MONONGALIA COUNTY, 9.2 MILES NORTHEAST ALONG THE BALTIMORE
 JX0075'AND OHIO RAILROAD FROM THE STATION AT FAIRMONT, MARION COUNTY,
 JX0075'60 FEET EAST OF THE STATION SIGNBOARD AT JORDAN, 89 FEET NORTHEAST
 JX0075'OF THE JORDAN STORE, 21 FEET SOUTH OF THE SOUTH RAIL, AND OPPOSITE
 JX0075'POLE 118+34.  A STANDARD DISK, STAMPED S 27 1935 AND SET IN THE
 JX0075'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0219 ***********************************************************************
 HX0219  DESIGNATION -  S 270
 HX0219  PID         -  HX0219
 HX0219  STATE/COUNTY-  WV/UPSHUR
 HX0219  USGS QUAD   -  ROCK CAVE (1966)
 HX0219
 HX0219                         *CURRENT SURVEY CONTROL
 HX0219  ___________________________________________________________________
 HX0219* NAD 83(1986)-  38 50 13.     (N)    080 20 18.     (W)     SCALED    
 HX0219* NAVD 88     -       524.316  (meters)    1720.19   (feet)  ADJUSTED  
 HX0219  ___________________________________________________________________
 HX0219  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HX0219  DYNAMIC HT  -         523.948 (meters)    1718.99  (feet)  COMP
 HX0219  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 HX0219
 HX0219  VERT ORDER  -  SECOND    CLASS 0
 HX0219
 HX0219.The horizontal coordinates were scaled from a topographic map and have
 HX0219.an estimated accuracy of +/- 6 seconds.
 HX0219
 HX0219.The orthometric height was determined by differential leveling
 HX0219.and adjusted by the National Geodetic Survey in June 1991..
 HX0219
 HX0219.The geoid height was determined by GEOID03.
 HX0219
 HX0219.The dynamic height is computed by dividing the NAVD 88
 HX0219.geopotential number by the normal gravity value computed on the
 HX0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0219.degrees latitude (g = 980.6199 gals.).
 HX0219
 HX0219.The modeled gravity was interpolated from observed gravity values.
 HX0219
 HX0219;                    North         East    Units  Estimated Accuracy
 HX0219;SPC WV S     -   204,090.      657,450.      MT  (+/- 180 meters Scaled)
 HX0219
 HX0219                          SUPERSEDED SURVEY CONTROL
 HX0219
 HX0219  NGVD 29 (??/??/92)  524.486  (m)         1720.75   (f) ADJ UNCH    2 0
 HX0219
 HX0219.Superseded values are not recommended for survey control.
 HX0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0219.See file dsdata.txt to determine how the superseded data were derived.
 HX0219
 HX0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC574988(NAD 83)
 HX0219_MARKER: DB = BENCH MARK DISK
 HX0219_SETTING: 66 = SET IN ROCK OUTCROP
 HX0219_SP_SET: ROCK LEDGE
 HX0219_STAMPING: S 270 1962
 HX0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0219+STABILITY: POSITION/ELEVATION WELL
 HX0219
 HX0219  HISTORY     - Date     Condition        Report By
 HX0219  HISTORY     - 1962     MONUMENTED       CGS
 HX0219
 HX0219                          STATION DESCRIPTION
 HX0219
 HX0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0219'2.9 MI N FROM ARLINGTON.
 HX0219'ABOUT 2.9 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX0219'OFFICE AT ARLINGTON, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS
 HX0219'EXTENDING SOUTHEAST AND NORTH, SET VERTICALLY IN THE EAST FACE
 HX0219'OF A ROCK LEDGE THAT IS 25 FEET LONG AND 5 FEET HIGH, 19 FEET
 HX0219'WEST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET NORTH OF A PIPE
 HX0219'CULVERT, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX0219'NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING ABOUT 0.4
 HX0219'MILE NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 HX0219'ROCK CAVE, THENCE ABOUT 0.25 MILE SOUTH ALONG STATE HIGHWAY
 HX0219'20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0345 ***********************************************************************
 HX0345  DESIGNATION -  S 271
 HX0345  PID         -  HX0345
 HX0345  STATE/COUNTY-  WV/RANDOLPH
 HX0345  USGS QUAD   -  PICKENS (1977)
 HX0345
 HX0345                         *CURRENT SURVEY CONTROL
 HX0345  ___________________________________________________________________
 HX0345* NAD 83(1986)-  38 40 20.     (N)    080 13 29.     (W)     SCALED    
 HX0345* NAVD 88     -       797.586  (meters)    2616.75   (feet)  ADJUSTED  
 HX0345  ___________________________________________________________________
 HX0345  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HX0345  DYNAMIC HT  -         796.968 (meters)    2614.72  (feet)  COMP
 HX0345  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 HX0345
 HX0345  VERT ORDER  -  SECOND    CLASS 0
 HX0345
 HX0345.The horizontal coordinates were scaled from a topographic map and have
 HX0345.an estimated accuracy of +/- 6 seconds.
 HX0345
 HX0345.The orthometric height was determined by differential leveling
 HX0345.and adjusted by the National Geodetic Survey in June 1991..
 HX0345
 HX0345.The geoid height was determined by GEOID03.
 HX0345
 HX0345.The dynamic height is computed by dividing the NAVD 88
 HX0345.geopotential number by the normal gravity value computed on the
 HX0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0345.degrees latitude (g = 980.6199 gals.).
 HX0345
 HX0345.The modeled gravity was interpolated from observed gravity values.
 HX0345
 HX0345;                    North         East    Units  Estimated Accuracy
 HX0345;SPC WV S     -   185,880.      667,470.      MT  (+/- 180 meters Scaled)
 HX0345
 HX0345                          SUPERSEDED SURVEY CONTROL
 HX0345
 HX0345  NGVD 29 (??/??/92)  797.715  (m)         2617.17   (f) ADJ UNCH    2 0
 HX0345
 HX0345.Superseded values are not recommended for survey control.
 HX0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0345.See file dsdata.txt to determine how the superseded data were derived.
 HX0345
 HX0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC674806(NAD 83)
 HX0345_MARKER: DB = BENCH MARK DISK
 HX0345_SETTING: 66 = SET IN ROCK OUTCROP
 HX0345_SP_SET: ROCK LEDGE
 HX0345_STAMPING: S 271 1962
 HX0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0345+STABILITY: POSITION/ELEVATION WELL
 HX0345
 HX0345  HISTORY     - Date     Condition        Report By
 HX0345  HISTORY     - 1962     MONUMENTED       CGS
 HX0345
 HX0345                          STATION DESCRIPTION
 HX0345
 HX0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0345'1.4 MI N FROM PICKENS.
 HX0345'ABOUT 1.4 MILE NORTH ALONG COUNTY ROAD 50 FROM THE POST OFFICE
 HX0345'AT PICKENS, 0.1 MILE WEST OF A POINT WHERE THE ROAD CROSSES OVER
 HX0345'A 4 FOOT CULVERT FOR A SMALL STREAM, ON THE INSIDE OF A SHARP
 HX0345'CURVE WITH THE TANGENTS EXTENDING TO THE EAST AND SOUTHWEST,
 HX0345'SET ON TOP OF A ROCK LEDGE THAT IS ABOUT 10 FEET LONG AND 3 FEET
 HX0345'HIGH, AT THE SOUTHWEST END OF THE ROCK, 16 FEET SOUTHEAST OF
 HX0345'THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL
 HX0345'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1624 ***********************************************************************
 HX1624  DESIGNATION -  S 272
 HX1624  PID         -  HX1624
 HX1624  STATE/COUNTY-  WV/BRAXTON
 HX1624  USGS QUAD   -  NEWVILLE (1976)
 HX1624
 HX1624                         *CURRENT SURVEY CONTROL
 HX1624  ___________________________________________________________________
 HX1624* NAD 83(1986)-  38 41 44.     (N)    080 31 02.     (W)     SCALED    
 HX1624* NAVD 88     -       336.250  (meters)    1103.18   (feet)  ADJUSTED  
 HX1624  ___________________________________________________________________
 HX1624  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HX1624  DYNAMIC HT  -         336.022 (meters)    1102.43  (feet)  COMP
 HX1624  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 HX1624
 HX1624  VERT ORDER  -  SECOND    CLASS 0
 HX1624
 HX1624.The horizontal coordinates were scaled from a topographic map and have
 HX1624.an estimated accuracy of +/- 6 seconds.
 HX1624
 HX1624.The orthometric height was determined by differential leveling
 HX1624.and adjusted by the National Geodetic Survey in June 1991..
 HX1624
 HX1624.The geoid height was determined by GEOID03.
 HX1624
 HX1624.The dynamic height is computed by dividing the NAVD 88
 HX1624.geopotential number by the normal gravity value computed on the
 HX1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1624.degrees latitude (g = 980.6199 gals.).
 HX1624
 HX1624.The modeled gravity was interpolated from observed gravity values.
 HX1624
 HX1624;                    North         East    Units  Estimated Accuracy
 HX1624;SPC WV S     -   188,300.      642,000.      MT  (+/- 180 meters Scaled)
 HX1624
 HX1624                          SUPERSEDED SURVEY CONTROL
 HX1624
 HX1624  NGVD 29 (??/??/92)  336.433  (m)         1103.78   (f) ADJ UNCH    2 0
 HX1624
 HX1624.Superseded values are not recommended for survey control.
 HX1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1624.See file dsdata.txt to determine how the superseded data were derived.
 HX1624
 HX1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC419831(NAD 83)
 HX1624_MARKER: DB = BENCH MARK DISK
 HX1624_SETTING: 66 = SET IN ROCK OUTCROP
 HX1624_SP_SET: EMBEDDED ROCK
 HX1624_STAMPING: S 272 1962
 HX1624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1624+STABILITY: POSITION/ELEVATION WELL
 HX1624
 HX1624  HISTORY     - Date     Condition        Report By
 HX1624  HISTORY     - 1962     MONUMENTED       CGS
 HX1624
 HX1624                          STATION DESCRIPTION
 HX1624
 HX1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1624'13.2 MI S FROM FALLS MILL.
 HX1624'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1624'OFFICE AT FALLS MILL, THENCE ABOUT 12.4 MILE SOUTHWEST AND THENCE
 HX1624'SOUTHEAST ALONG A MOUNTAIN ROAD, SET ON TOP OF AN EMBEDDED ROCK
 HX1624'THAT IS ABOUT 5 FEET WIDE AND 4 1/2 FEET HIGH AND PROJECTS OUT OF
 HX1624'THE BANK, 34 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 HX1624'BLOCK HOUSE, 8 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 HX1624'4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0375 ***********************************************************************
 HX0375  DESIGNATION -  S 273
 HX0375  PID         -  HX0375
 HX0375  STATE/COUNTY-  WV/UPSHUR
 HX0375  USGS QUAD   -  BUCKHANNON (1989)
 HX0375
 HX0375                         *CURRENT SURVEY CONTROL
 HX0375  ___________________________________________________________________
 HX0375* NAD 83(1986)-  38 53 34.     (N)    080 12 06.     (W)     SCALED    
 HX0375* NAVD 88     -       456.481  (meters)    1497.64   (feet)  ADJUSTED  
 HX0375  ___________________________________________________________________
 HX0375  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX0375  DYNAMIC HT  -         456.170 (meters)    1496.62  (feet)  COMP
 HX0375  MODELED GRAV-     979,931.0   (mgal)                       NAVD 88
 HX0375
 HX0375  VERT ORDER  -  SECOND    CLASS 0
 HX0375
 HX0375.The horizontal coordinates were scaled from a topographic map and have
 HX0375.an estimated accuracy of +/- 6 seconds.
 HX0375
 HX0375.The orthometric height was determined by differential leveling
 HX0375.and adjusted by the National Geodetic Survey in June 1991..
 HX0375
 HX0375.The geoid height was determined by GEOID03.
 HX0375
 HX0375.The dynamic height is computed by dividing the NAVD 88
 HX0375.geopotential number by the normal gravity value computed on the
 HX0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0375.degrees latitude (g = 980.6199 gals.).
 HX0375
 HX0375.The modeled gravity was interpolated from observed gravity values.
 HX0375
 HX0375;                    North         East    Units  Estimated Accuracy
 HX0375;SPC WV S     -   210,380.      669,260.      MT  (+/- 180 meters Scaled)
 HX0375
 HX0375                          SUPERSEDED SURVEY CONTROL
 HX0375
 HX0375  NGVD 29 (??/??/92)  456.661  (m)         1498.23   (f) ADJ UNCH    2 0
 HX0375
 HX0375.Superseded values are not recommended for survey control.
 HX0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0375.See file dsdata.txt to determine how the superseded data were derived.
 HX0375
 HX0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND692051(NAD 83)
 HX0375_MARKER: DB = BENCH MARK DISK
 HX0375_SETTING: 80 = SET IN A BOULDER
 HX0375_SP_SET: BOULDER
 HX0375_STAMPING: S 273 1962
 HX0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0375+STABILITY: SURFACE MOTION
 HX0375
 HX0375  HISTORY     - Date     Condition        Report By
 HX0375  HISTORY     - 1962     MONUMENTED       CGS
 HX0375
 HX0375                          STATION DESCRIPTION
 HX0375
 HX0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0375'7.6 MI N FROM ALTON.
 HX0375'ABOUT 7.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0375'FROM THE POST OFFICE AT ALTON, SET IN THE TOP OF A LARGE EMBEDDED
 HX0375'BOULDER THAT IS ABOUT 8-BY 28-FOOT LONG AND 3 FEET HIGH, AT THE
 HX0375'SOUTH END OF THE BOULDER, 13 FEET NORTHEAST OF TELEPHONE POLE
 HX0375'4-10, 25 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 1/2 FEET
 HX0375'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0466 ***********************************************************************
 HX0466  DESIGNATION -  S 274
 HX0466  PID         -  HX0466
 HX0466  STATE/COUNTY-  WV/RANDOLPH
 HX0466  USGS QUAD   -  ELLAMORE (1987)
 HX0466
 HX0466                         *CURRENT SURVEY CONTROL
 HX0466  ___________________________________________________________________
 HX0466* NAD 83(1986)-  38 55 58.     (N)    080 05 36.     (W)     SCALED    
 HX0466* NAVD 88     -       562.420  (meters)    1845.21   (feet)  ADJUSTED  
 HX0466  ___________________________________________________________________
 HX0466  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HX0466  DYNAMIC HT  -         562.024 (meters)    1843.91  (feet)  COMP
 HX0466  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 HX0466
 HX0466  VERT ORDER  -  SECOND    CLASS 0
 HX0466
 HX0466.The horizontal coordinates were scaled from a topographic map and have
 HX0466.an estimated accuracy of +/- 6 seconds.
 HX0466
 HX0466.The orthometric height was determined by differential leveling
 HX0466.and adjusted by the National Geodetic Survey in June 1991..
 HX0466
 HX0466.The geoid height was determined by GEOID03.
 HX0466
 HX0466.The dynamic height is computed by dividing the NAVD 88
 HX0466.geopotential number by the normal gravity value computed on the
 HX0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0466.degrees latitude (g = 980.6199 gals.).
 HX0466
 HX0466.The modeled gravity was interpolated from observed gravity values.
 HX0466
 HX0466;                    North         East    Units  Estimated Accuracy
 HX0466;SPC WV S     -   214,910.      678,620.      MT  (+/- 180 meters Scaled)
 HX0466
 HX0466                          SUPERSEDED SURVEY CONTROL
 HX0466
 HX0466  NGVD 29 (??/??/92)  562.584  (m)         1845.74   (f) ADJ UNCH    2 0
 HX0466
 HX0466.Superseded values are not recommended for survey control.
 HX0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0466.See file dsdata.txt to determine how the superseded data were derived.
 HX0466
 HX0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND785097(NAD 83)
 HX0466_MARKER: DB = BENCH MARK DISK
 HX0466_SETTING: 80 = SET IN A BOULDER
 HX0466_SP_SET: BOULDER
 HX0466_STAMPING: S 274 1962
 HX0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0466+STABILITY: SURFACE MOTION
 HX0466
 HX0466  HISTORY     - Date     Condition        Report By
 HX0466  HISTORY     - 1962     MONUMENTED       CGS
 HX0466
 HX0466                          STATION DESCRIPTION
 HX0466
 HX0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0466'0.9 MI NE FROM ELLAMORE.
 HX0466'ABOUT 0.9 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX0466'OFFICE AT ELLAMORE, SET ON TOP OF THE NORTHEAST END OF A BOULDER
 HX0466'THAT IS ABOUT 23-BY 9-FOOT WIDE AND 4-FOOT HIGH AND IS EMBEDDED
 HX0466'IN THE GROUND IN A OPEN PASTURE FIELD, 95 FEET SOUTH OF THE CENTER
 HX0466'LINE OF THE ROAD, 107 FEET NORTH OF THE NORTH RAIL OF THE
 HX0466'BALTIMORE AND OHIO RAILROAD, APPROXIMATELY 150 YARDS NORTHWEST
 HX0466'OF A LARGE TWO STORY WHITE FRAME HOUSE, AND ABOUT 10 FEET ABOVE
 HX0466'THE LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK IS ABOUT 0.4
 HX0466'MILES SOUTHWEST OF BENCH MARK B 3 (USGS) WHICH IS AT THE JUNCTION
 HX0466'OF OLD LINE 28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0465 ***********************************************************************
 HX0465  DESIGNATION -  S 275
 HX0465  PID         -  HX0465
 HX0465  STATE/COUNTY-  WV/RANDOLPH
 HX0465  USGS QUAD   -  CASSITY (1977)
 HX0465
 HX0465                         *CURRENT SURVEY CONTROL
 HX0465  ___________________________________________________________________
 HX0465* NAD 83(1986)-  38 45 51.     (N)    080 00 42.     (W)     SCALED    
 HX0465* NAVD 88     -       754.735  (meters)    2476.16   (feet)  ADJUSTED  
 HX0465  ___________________________________________________________________
 HX0465  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX0465  DYNAMIC HT  -         754.168 (meters)    2474.30  (feet)  COMP
 HX0465  MODELED GRAV-     979,852.1   (mgal)                       NAVD 88
 HX0465
 HX0465  VERT ORDER  -  SECOND    CLASS 0
 HX0465
 HX0465.The horizontal coordinates were scaled from a topographic map and have
 HX0465.an estimated accuracy of +/- 6 seconds.
 HX0465
 HX0465.The orthometric height was determined by differential leveling
 HX0465.and adjusted by the National Geodetic Survey in June 1991..
 HX0465
 HX0465.The geoid height was determined by GEOID03.
 HX0465
 HX0465.The dynamic height is computed by dividing the NAVD 88
 HX0465.geopotential number by the normal gravity value computed on the
 HX0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0465.degrees latitude (g = 980.6199 gals.).
 HX0465
 HX0465.The modeled gravity was interpolated from observed gravity values.
 HX0465
 HX0465;                    North         East    Units  Estimated Accuracy
 HX0465;SPC WV S     -   196,270.      685,900.      MT  (+/- 180 meters Scaled)
 HX0465
 HX0465                          SUPERSEDED SURVEY CONTROL
 HX0465
 HX0465  NGVD 29 (??/??/92)  754.880  (m)         2476.64   (f) ADJ UNCH    2 0
 HX0465
 HX0465.Superseded values are not recommended for survey control.
 HX0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0465.See file dsdata.txt to determine how the superseded data were derived.
 HX0465
 HX0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC858910(NAD 83)
 HX0465_MARKER: DB = BENCH MARK DISK
 HX0465_SETTING: 80 = SET IN A BOULDER
 HX0465_SP_SET: BOULDER
 HX0465_STAMPING: S 275 1962
 HX0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0465+STABILITY: SURFACE MOTION
 HX0465
 HX0465  HISTORY     - Date     Condition        Report By
 HX0465  HISTORY     - 1962     MONUMENTED       CGS
 HX0465
 HX0465                          STATION DESCRIPTION
 HX0465
 HX0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0465'4.9 MI W FROM MILL CREEK.
 HX0465'ABOUT 4.9 MILES WEST ALONG A BLACK TOP ROAD FROM THE MILL CREEK
 HX0465'BANK, ON TOP OF A ROCK THAT IS ABOUT 10-BY 5-FOOT WIDE AND ABOUT
 HX0465'3-FOOT HIGH, 36.5 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HX0465'1 1/2 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK, 133 FEET
 HX0465'EAST OF THE SOUTHEAST CORNER OF A SMALL FRAME HOUSE, AND ABOUT
 HX0465'9 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0463 ***********************************************************************
 HX0463  DESIGNATION -  S 276
 HX0463  PID         -  HX0463
 HX0463  STATE/COUNTY-  WV/RANDOLPH
 HX0463  USGS QUAD   -  PICKENS (1977)
 HX0463
 HX0463                         *CURRENT SURVEY CONTROL
 HX0463  ___________________________________________________________________
 HX0463* NAD 83(1986)-  38 42 08.     (N)    080 09 09.     (W)     SCALED    
 HX0463* NAVD 88     -       955.376  (meters)    3134.43   (feet)  ADJUSTED  
 HX0463  ___________________________________________________________________
 HX0463  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX0463  DYNAMIC HT  -         954.635 (meters)    3132.00  (feet)  COMP
 HX0463  MODELED GRAV-     979,819.0   (mgal)                       NAVD 88
 HX0463
 HX0463  VERT ORDER  -  SECOND    CLASS 0
 HX0463
 HX0463.The horizontal coordinates were scaled from a topographic map and have
 HX0463.an estimated accuracy of +/- 6 seconds.
 HX0463
 HX0463.The orthometric height was determined by differential leveling
 HX0463.and adjusted by the National Geodetic Survey in June 1991..
 HX0463
 HX0463.The geoid height was determined by GEOID03.
 HX0463
 HX0463.The dynamic height is computed by dividing the NAVD 88
 HX0463.geopotential number by the normal gravity value computed on the
 HX0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0463.degrees latitude (g = 980.6199 gals.).
 HX0463
 HX0463.The modeled gravity was interpolated from observed gravity values.
 HX0463
 HX0463;                    North         East    Units  Estimated Accuracy
 HX0463;SPC WV S     -   189,270.      673,720.      MT  (+/- 180 meters Scaled)
 HX0463
 HX0463                          SUPERSEDED SURVEY CONTROL
 HX0463
 HX0463  NGVD 29 (??/??/92)  955.513  (m)         3134.88   (f) ADJ UNCH    2 0
 HX0463
 HX0463.Superseded values are not recommended for survey control.
 HX0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0463.See file dsdata.txt to determine how the superseded data were derived.
 HX0463
 HX0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC736840(NAD 83)
 HX0463_MARKER: DB = BENCH MARK DISK
 HX0463_SETTING: 80 = SET IN A BOULDER
 HX0463_SP_SET: BOULDER
 HX0463_STAMPING: S 276 1962
 HX0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0463+STABILITY: SURFACE MOTION
 HX0463
 HX0463  HISTORY     - Date     Condition        Report By
 HX0463  HISTORY     - 1962     MONUMENTED       CGS
 HX0463  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0463
 HX0463                          STATION DESCRIPTION
 HX0463
 HX0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0463'3.2 MI E FROM HELVETIA.
 HX0463'ABOUT 0.1 MILE NORTHEAST ALONG COUNTY ROAD 45 FROM THE POST OFFICE
 HX0463'AT HELVETIA, THENCE ABOUT 3.1 MILE SOUTHWEST AND THEN EAST ALONG
 HX0463'COUNTY ROAD 46, SET ON TOP OF A ROCK THAT IS ABOUT 6-BY 4-FOOT
 HX0463'WIDE, 33 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 HX0463'EAST OF THE WEST EDGE OF THE ROCK, AND ABOUT 2 FEET BELOW THE
 HX0463'LEVEL OF THE ROAD.
 HX0463
 HX0463                          STATION RECOVERY (1973)
 HX0463
 HX0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2122 ***********************************************************************
 HW2122  DESIGNATION -  S 277
 HW2122  PID         -  HW2122
 HW2122  STATE/COUNTY-  WV/RANDOLPH
 HW2122  USGS QUAD   -  BEVERLY WEST (1995)
 HW2122
 HW2122                         *CURRENT SURVEY CONTROL
 HW2122  ___________________________________________________________________
 HW2122* NAD 83(1986)-  38 47 14.     (N)    079 57 58.     (W)     SCALED    
 HW2122* NAVD 88     -       967.487  (meters)    3174.16   (feet)  ADJUSTED  
 HW2122  ___________________________________________________________________
 HW2122  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HW2122  DYNAMIC HT  -         966.786 (meters)    3171.86  (feet)  COMP
 HW2122  MODELED GRAV-     979,868.7   (mgal)                       NAVD 88
 HW2122
 HW2122  VERT ORDER  -  SECOND    CLASS 0
 HW2122
 HW2122.The horizontal coordinates were scaled from a topographic map and have
 HW2122.an estimated accuracy of +/- 6 seconds.
 HW2122
 HW2122.The orthometric height was determined by differential leveling
 HW2122.and adjusted by the National Geodetic Survey in June 1991..
 HW2122
 HW2122.The geoid height was determined by GEOID03.
 HW2122
 HW2122.The dynamic height is computed by dividing the NAVD 88
 HW2122.geopotential number by the normal gravity value computed on the
 HW2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2122.degrees latitude (g = 980.6199 gals.).
 HW2122
 HW2122.The modeled gravity was interpolated from observed gravity values.
 HW2122
 HW2122;                    North         East    Units  Estimated Accuracy
 HW2122;SPC WV S     -   198,870.      689,830.      MT  (+/- 180 meters Scaled)
 HW2122
 HW2122                          SUPERSEDED SURVEY CONTROL
 HW2122
 HW2122  NGVD 29 (??/??/92)  967.659  (m)         3174.73   (f) ADJ UNCH    2 0
 HW2122
 HW2122.Superseded values are not recommended for survey control.
 HW2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2122.See file dsdata.txt to determine how the superseded data were derived.
 HW2122
 HW2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC897936(NAD 83)
 HW2122_MARKER: DB = BENCH MARK DISK
 HW2122_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2122_STAMPING: S 277 1962
 HW2122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2122
 HW2122  HISTORY     - Date     Condition        Report By
 HW2122  HISTORY     - 1962     MONUMENTED       CGS
 HW2122  HISTORY     - 1983     GOOD             NGS
 HW2122  HISTORY     - 1983     GOOD             NGS
 HW2122
 HW2122                          STATION DESCRIPTION
 HW2122
 HW2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2122'3.3 MI NW FROM VALLEY BEND.
 HW2122'ABOUT 0.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 AND 250 FROM
 HW2122'THE POST OPFFICE AT VALLEY BEND, THENCE 2.35 MILES NORTHWEST
 HW2122'ALONG A GRAVEL ROAD, THENCE 0.05 MILE NORTH ALONG A WOODE ROAD,
 HW2122'0.05 MILE NORTHWEST OF A ROAD INTERSECTION, 0.05 MILE EAST OF A
 HW2122'STATE OWNED COAL MINE, SET ON TOP OF A ROCK THAT IS ABOUT
 HW2122'4-BY 4-FOOT LONG AND IS EMBEDDED IN THE GROUND, 39 FEET
 HW2122'NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF THE WEST
 HW2122'EDGE OF THE ROCK, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
 HW2122
 HW2122                          STATION RECOVERY (1983)
 HW2122
 HW2122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2122'RECOVERED IN GOOD CONDITION.
 HW2122
 HW2122                          STATION RECOVERY (1983)
 HW2122
 HW2122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2043 ***********************************************************************
 HW2043  DESIGNATION -  S 278
 HW2043  PID         -  HW2043
 HW2043  STATE/COUNTY-  WV/RANDOLPH
 HW2043  USGS QUAD   -  BEVERLY EAST (1995)
 HW2043
 HW2043                         *CURRENT SURVEY CONTROL
 HW2043  ___________________________________________________________________
 HW2043* NAD 83(1986)-  38 49 54.     (N)    079 45 11.     (W)     SCALED    
 HW2043* NAVD 88     -      1051.977  (meters)    3451.36   (feet)  ADJUSTED  
 HW2043  ___________________________________________________________________
 HW2043  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HW2043  DYNAMIC HT  -        1051.154 (meters)    3448.66  (feet)  COMP
 HW2043  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 HW2043
 HW2043  VERT ORDER  -  SECOND    CLASS 0
 HW2043
 HW2043.The horizontal coordinates were scaled from a topographic map and have
 HW2043.an estimated accuracy of +/- 6 seconds.
 HW2043
 HW2043.The orthometric height was determined by differential leveling
 HW2043.and adjusted by the National Geodetic Survey in June 1991..
 HW2043
 HW2043.The geoid height was determined by GEOID03.
 HW2043
 HW2043.The dynamic height is computed by dividing the NAVD 88
 HW2043.geopotential number by the normal gravity value computed on the
 HW2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2043.degrees latitude (g = 980.6199 gals.).
 HW2043
 HW2043.The modeled gravity was interpolated from observed gravity values.
 HW2043
 HW2043;                    North         East    Units  Estimated Accuracy
 HW2043;SPC WV S     -   204,030.      708,270.      MT  (+/- 180 meters Scaled)
 HW2043
 HW2043                          SUPERSEDED SURVEY CONTROL
 HW2043
 HW2043  NGVD 29 (??/??/92) 1052.099  (m)         3451.76   (f) ADJ UNCH    2 0
 HW2043
 HW2043.Superseded values are not recommended for survey control.
 HW2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2043.See file dsdata.txt to determine how the superseded data were derived.
 HW2043
 HW2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC082988(NAD 83)
 HW2043_MARKER: DB = BENCH MARK DISK
 HW2043_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2043_STAMPING: S 278 1962
 HW2043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2043
 HW2043  HISTORY     - Date     Condition        Report By
 HW2043  HISTORY     - 1962     MONUMENTED       CGS
 HW2043  HISTORY     - 1983     GOOD             NGS
 HW2043  HISTORY     - 1983     GOOD             NGS
 HW2043
 HW2043                          STATION DESCRIPTION
 HW2043
 HW2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2043'3.6 MI NW FROM BEMIS.
 HW2043'ABOUT 3.6 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WESTERN
 HW2043'MARYLAND RAILWAY CROSSING AT BEMIS, ON THE OUTSIDE OF A SHARP
 HW2043'CURVE WITH TANGENTS EXTENDING TO THE SOUTHEAST AND SOUTHWEST, SET
 HW2043'ON TOP OF A ROCK THAT IS 12-BY 5-FOOT LONG AND IS EMBEDDED IN THE
 HW2043'GROUND, 54 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 HW2043'NORTH OF THE SOUTH EDGE OF THE ROCK, AND ABOUT 4 FEET ABOVE THE
 HW2043'LEVEL OF THE ROAD.
 HW2043
 HW2043                          STATION RECOVERY (1983)
 HW2043
 HW2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2043'RECOVERED IN GOOD CONDITION.
 HW2043
 HW2043                          STATION RECOVERY (1983)
 HW2043
 HW2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2047 ***********************************************************************
 HW2047  DESIGNATION -  S 279
 HW2047  PID         -  HW2047
 HW2047  STATE/COUNTY-  WV/RANDOLPH
 HW2047  USGS QUAD   -  BEVERLY EAST (1995)
 HW2047
 HW2047                         *CURRENT SURVEY CONTROL
 HW2047  ___________________________________________________________________
 HW2047* NAD 83(1986)-  38 50 23.     (N)    079 47 06.     (W)     SCALED    
 HW2047* NAVD 88     -       788.179  (meters)    2585.88   (feet)  ADJUSTED  
 HW2047  ___________________________________________________________________
 HW2047  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HW2047  DYNAMIC HT  -         787.583 (meters)    2583.93  (feet)  COMP
 HW2047  MODELED GRAV-     979,845.5   (mgal)                       NAVD 88
 HW2047
 HW2047  VERT ORDER  -  SECOND    CLASS 0
 HW2047
 HW2047.The horizontal coordinates were scaled from a topographic map and have
 HW2047.an estimated accuracy of +/- 6 seconds.
 HW2047
 HW2047.The orthometric height was determined by differential leveling
 HW2047.and adjusted by the National Geodetic Survey in June 1991..
 HW2047
 HW2047.The geoid height was determined by GEOID03.
 HW2047
 HW2047.The dynamic height is computed by dividing the NAVD 88
 HW2047.geopotential number by the normal gravity value computed on the
 HW2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2047.degrees latitude (g = 980.6199 gals.).
 HW2047
 HW2047.The modeled gravity was interpolated from observed gravity values.
 HW2047
 HW2047;                    North         East    Units  Estimated Accuracy
 HW2047;SPC WV S     -   204,890.      705,480.      MT  (+/- 180 meters Scaled)
 HW2047
 HW2047                          SUPERSEDED SURVEY CONTROL
 HW2047
 HW2047  NGVD 29 (??/??/92)  788.314  (m)         2586.33   (f) ADJ UNCH    2 0
 HW2047
 HW2047.Superseded values are not recommended for survey control.
 HW2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2047.See file dsdata.txt to determine how the superseded data were derived.
 HW2047
 HW2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC054996(NAD 83)
 HW2047_MARKER: DB = BENCH MARK DISK
 HW2047_SETTING: 80 = SET IN A BOULDER
 HW2047_STAMPING: S 279 1962
 HW2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2047+STABILITY: SURFACE MOTION
 HW2047
 HW2047  HISTORY     - Date     Condition        Report By
 HW2047  HISTORY     - 1962     MONUMENTED       CGS
 HW2047  HISTORY     - 1983     GOOD             NGS
 HW2047  HISTORY     - 1983     GOOD             NGS
 HW2047
 HW2047                          STATION DESCRIPTION
 HW2047
 HW2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2047'6.1 MI NW FROM BEMIS.
 HW2047'ABOUT 6.1 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE WESTERN
 HW2047'MARYLAND RAILWAY CROSSING AT BEMIS, 0.3 MILE EAST OF A WOODEN
 HW2047'BRIDGE OVER A CREEK, SET ON TOP OF AN EMBEDDED BOULDER THAT IS
 HW2047'ABOUT 8-BY 6-FOOT LONG AND 3 1/2 FEET HIGH, 34 FEET NORTH OF THE
 HW2047'CENTER LINE OF THE ROAD, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 HW2047'ROAD.
 HW2047
 HW2047                          STATION RECOVERY (1983)
 HW2047
 HW2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2047'RECOVERED IN GOOD CONDITION.
 HW2047
 HW2047                          STATION RECOVERY (1983)
 HW2047
 HW2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0843 ***********************************************************************
 KY0843  DESIGNATION -  S 28
 KY0843  PID         -  KY0843
 KY0843  STATE/COUNTY-  WV/OHIO
 KY0843  USGS QUAD   -  WHEELING (1994)
 KY0843
 KY0843                         *CURRENT SURVEY CONTROL
 KY0843  ___________________________________________________________________
 KY0843* NAD 83(1986)-  40 03 47.     (N)    080 43 17.     (W)     SCALED    
 KY0843* NAVD 88     -       205.074  (meters)     672.81   (feet)  ADJUSTED  
 KY0843  ___________________________________________________________________
 KY0843  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0843  DYNAMIC HT  -         204.960 (meters)     672.44  (feet)  COMP
 KY0843  MODELED GRAV-     980,067.6   (mgal)                       NAVD 88
 KY0843
 KY0843  VERT ORDER  -  FIRST     CLASS II
 KY0843
 KY0843.The horizontal coordinates were scaled from a topographic map and have
 KY0843.an estimated accuracy of +/- 6 seconds.
 KY0843
 KY0843.The orthometric height was determined by differential leveling
 KY0843.and adjusted by the National Geodetic Survey in June 1991..
 KY0843
 KY0843.The geoid height was determined by GEOID03.
 KY0843
 KY0843.The dynamic height is computed by dividing the NAVD 88
 KY0843.geopotential number by the normal gravity value computed on the
 KY0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0843.degrees latitude (g = 980.6199 gals.).
 KY0843
 KY0843.The modeled gravity was interpolated from observed gravity values.
 KY0843
 KY0843;                    North         East    Units  Estimated Accuracy
 KY0843;SPC WV N     -   174,240.      495,800.      MT  (+/- 180 meters Scaled)
 KY0843
 KY0843                          SUPERSEDED SURVEY CONTROL
 KY0843
 KY0843  NGVD 29 (??/??/92)  205.218  (m)          673.29   (f) ADJ UNCH    1 2
 KY0843
 KY0843.Superseded values are not recommended for survey control.
 KY0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0843.See file dsdata.txt to determine how the superseded data were derived.
 KY0843
 KY0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE237347(NAD 83)
 KY0843_MARKER: DB = BENCH MARK DISK
 KY0843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0843_SP_SET: VIADUCT
 KY0843_STAMPING: S 28 1935
 KY0843_MARK LOGO: CGS   
 KY0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0843
 KY0843  HISTORY     - Date     Condition        Report By
 KY0843  HISTORY     - 1935     MONUMENTED       CGS
 KY0843  HISTORY     - 1983     GOOD             NGS
 KY0843
 KY0843                          STATION DESCRIPTION
 KY0843
 KY0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY0843'AT WHEELING.
 KY0843'AT WHEELING, OHIO COUNTY, ON THE BALTIMORE AND OHIO RAILROAD, 12
 KY0843'FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION, IN THE TOP
 KY0843'OF THE NORTHEAST CORNER OF A VIADUCT OVER MARKET STREET, AND
 KY0843'9 FEET NORTH OF THE MOST NORTHERLY TRACK.  A STANDARD DISK,
 KY0843'STAMPED S 28 1935.
 KY0843
 KY0843                          STATION RECOVERY (1983)
 KY0843
 KY0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0410 ***********************************************************************
 HX0410  DESIGNATION -  S 280
 HX0410  PID         -  HX0410
 HX0410  STATE/COUNTY-  WV/RANDOLPH
 HX0410  USGS QUAD   -  CASSITY (1977)
 HX0410
 HX0410                         *CURRENT SURVEY CONTROL
 HX0410  ___________________________________________________________________
 HX0410* NAD 83(1986)-  38 49 48.     (N)    080 00 40.     (W)     SCALED    
 HX0410* NAVD 88     -       652.247  (meters)    2139.91   (feet)  ADJUSTED  
 HX0410  ___________________________________________________________________
 HX0410  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX0410  DYNAMIC HT  -         651.770 (meters)    2138.35  (feet)  COMP
 HX0410  MODELED GRAV-     979,876.0   (mgal)                       NAVD 88
 HX0410
 HX0410  VERT ORDER  -  SECOND    CLASS 0
 HX0410
 HX0410.The horizontal coordinates were scaled from a topographic map and have
 HX0410.an estimated accuracy of +/- 6 seconds.
 HX0410
 HX0410.The orthometric height was determined by differential leveling
 HX0410.and adjusted by the National Geodetic Survey in June 1991..
 HX0410
 HX0410.The geoid height was determined by GEOID03.
 HX0410
 HX0410.The dynamic height is computed by dividing the NAVD 88
 HX0410.geopotential number by the normal gravity value computed on the
 HX0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0410.degrees latitude (g = 980.6199 gals.).
 HX0410
 HX0410.The modeled gravity was interpolated from observed gravity values.
 HX0410
 HX0410;                    North         East    Units  Estimated Accuracy
 HX0410;SPC WV S     -   203,570.      685,870.      MT  (+/- 180 meters Scaled)
 HX0410
 HX0410                          SUPERSEDED SURVEY CONTROL
 HX0410
 HX0410  NGVD 29 (??/??/92)  652.398  (m)         2140.41   (f) ADJ UNCH    2 0
 HX0410
 HX0410.Superseded values are not recommended for survey control.
 HX0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0410.See file dsdata.txt to determine how the superseded data were derived.
 HX0410
 HX0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC858983(NAD 83)
 HX0410_MARKER: DB = BENCH MARK DISK
 HX0410_SETTING: 80 = SET IN A BOULDER
 HX0410_SP_SET: BOULDER
 HX0410_STAMPING: S 280 1962
 HX0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0410+STABILITY: SURFACE MOTION
 HX0410
 HX0410  HISTORY     - Date     Condition        Report By
 HX0410  HISTORY     - 1962     MONUMENTED       CGS
 HX0410
 HX0410                          STATION DESCRIPTION
 HX0410
 HX0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0410'1.4 MI NE FROM CASSITY.
 HX0410'ABOUT 1.4 MILES NORTHEAST ALONG COUNTY ROAD 35 (BLACK TOP ROAD)
 HX0410'FROM THE GRADE SCHOOL AT CASSITY, AT A ROAD INTERSECTION, SET ON
 HX0410'TOP OF AN EMBEDDED ROCK BOULDER THAT IS ABOUT 6-BY 8-FOOT LONG
 HX0410'AND 2-FOOT HIGH, 85 FEET NORTH OF THE CENTER OF THE INTERSECTION
 HX0410'OF BLACK TOP ROAD NORTHEAST AND SOUTHWEST AND A GRAVEL ROAD
 HX0410'EAST AND NORTH, 38 FEET NORTHWEST OF THE CENTER LINE OF THE
 HX0410'BLACK TOP ROAD, AND ABOUT 9 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2035 ***********************************************************************
 HW2035  DESIGNATION -  S 281
 HW2035  PID         -  HW2035
 HW2035  STATE/COUNTY-  WV/RANDOLPH
 HW2035  USGS QUAD   -  BEVERLY WEST (1995)
 HW2035
 HW2035                         *CURRENT SURVEY CONTROL
 HW2035  ___________________________________________________________________
 HW2035* NAD 83(1986)-  38 50 32.     (N)    079 52 33.     (W)     SCALED    
 HW2035* NAVD 88     -       594.617  (meters)    1950.84   (feet)  ADJUSTED  
 HW2035  ___________________________________________________________________
 HW2035  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HW2035  DYNAMIC HT  -         594.190 (meters)    1949.44  (feet)  COMP
 HW2035  MODELED GRAV-     979,890.1   (mgal)                       NAVD 88
 HW2035
 HW2035  VERT ORDER  -  SECOND    CLASS 0
 HW2035
 HW2035.The horizontal coordinates were scaled from a topographic map and have
 HW2035.an estimated accuracy of +/- 6 seconds.
 HW2035
 HW2035.The orthometric height was determined by differential leveling
 HW2035.and adjusted by the National Geodetic Survey in June 1991..
 HW2035
 HW2035.The geoid height was determined by GEOID03.
 HW2035
 HW2035.The dynamic height is computed by dividing the NAVD 88
 HW2035.geopotential number by the normal gravity value computed on the
 HW2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2035.degrees latitude (g = 980.6199 gals.).
 HW2035
 HW2035.The modeled gravity was interpolated from observed gravity values.
 HW2035
 HW2035;                    North         East    Units  Estimated Accuracy
 HW2035;SPC WV S     -   205,070.      697,600.      MT  (+/- 180 meters Scaled)
 HW2035
 HW2035                          SUPERSEDED SURVEY CONTROL
 HW2035
 HW2035  NGVD 29 (??/??/92)  594.774  (m)         1951.35   (f) ADJ UNCH    2 0
 HW2035
 HW2035.Superseded values are not recommended for survey control.
 HW2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2035.See file dsdata.txt to determine how the superseded data were derived.
 HW2035
 HW2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC975998(NAD 83)
 HW2035_MARKER: DB = BENCH MARK DISK
 HW2035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2035_SP_SET: BRIDGE
 HW2035_STAMPING: S 281 1962
 HW2035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2035
 HW2035  HISTORY     - Date     Condition        Report By
 HW2035  HISTORY     - 1962     MONUMENTED       CGS
 HW2035  HISTORY     - 1971     GOOD             NGS
 HW2035
 HW2035                          STATION DESCRIPTION
 HW2035
 HW2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2035'0.2 MI NW FROM BEVERLY.
 HW2035'ABOUT 0.05 MILE NORTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2035'POST OFFICE AT BEVERLY, THENCE 0.1 MILE NORTHWEST ALONG COUNTY ROAD
 HW2035'33, SET ON TOP OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE
 HW2035'BRIDGE OVER TYGART RIVER, 10 FEET NORTHEAST OF THE CENTER LINE OF
 HW2035'THE ROAD, 13 FEET NORTHWEST OF THE CENTER OF THE RAILROAD CROSSING
 HW2035'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 HW2035
 HW2035                          STATION RECOVERY (1971)
 HW2035
 HW2035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HW2035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0089 ***********************************************************************
 HX0089  DESIGNATION -  S 282
 HX0089  PID         -  HX0089
 HX0089  STATE/COUNTY-  WV/RANDOLPH
 HX0089  USGS QUAD   -  ELLAMORE (1987)
 HX0089
 HX0089                         *CURRENT SURVEY CONTROL
 HX0089  ___________________________________________________________________
 HX0089* NAD 83(1986)-  38 56 53.     (N)    080 04 53.     (W)     SCALED    
 HX0089* NAVD 88     -       578.143  (meters)    1896.79   (feet)  ADJUSTED  
 HX0089  ___________________________________________________________________
 HX0089  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HX0089  DYNAMIC HT  -         577.735 (meters)    1895.45  (feet)  COMP
 HX0089  MODELED GRAV-     979,903.3   (mgal)                       NAVD 88
 HX0089
 HX0089  VERT ORDER  -  SECOND    CLASS 0
 HX0089
 HX0089.The horizontal coordinates were scaled from a topographic map and have
 HX0089.an estimated accuracy of +/- 6 seconds.
 HX0089
 HX0089.The orthometric height was determined by differential leveling
 HX0089.and adjusted by the National Geodetic Survey in June 1991..
 HX0089
 HX0089.The geoid height was determined by GEOID03.
 HX0089
 HX0089.The dynamic height is computed by dividing the NAVD 88
 HX0089.geopotential number by the normal gravity value computed on the
 HX0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0089.degrees latitude (g = 980.6199 gals.).
 HX0089
 HX0089.The modeled gravity was interpolated from observed gravity values.
 HX0089
 HX0089;                    North         East    Units  Estimated Accuracy
 HX0089;SPC WV S     -   216,620.      679,630.      MT  (+/- 180 meters Scaled)
 HX0089
 HX0089                          SUPERSEDED SURVEY CONTROL
 HX0089
 HX0089  NGVD 29 (??/??/92)  578.306  (m)         1897.33   (f) ADJ UNCH    2 0
 HX0089
 HX0089.Superseded values are not recommended for survey control.
 HX0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0089.See file dsdata.txt to determine how the superseded data were derived.
 HX0089
 HX0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND796114(NAD 83)
 HX0089_MARKER: DB = BENCH MARK DISK
 HX0089_SETTING: 66 = SET IN ROCK OUTCROP
 HX0089_SP_SET: ROCK OUTCROP
 HX0089_STAMPING: S 282 1962
 HX0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0089+STABILITY: POSITION/ELEVATION WELL
 HX0089
 HX0089  HISTORY     - Date     Condition        Report By
 HX0089  HISTORY     - 1962     MONUMENTED       CGS
 HX0089
 HX0089                          STATION DESCRIPTION
 HX0089
 HX0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0089'0.9 MI NE FROM MIDVALE.
 HX0089'ABOUT 0.9 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0089'FROM THE BRIDGE OVER THE MIDDLE FORK RIVER AT MIDVALE, SET ON
 HX0089'THE TOP OF A ROCK OUTCROP THAT IS ABOUT 20-BY 35-FOOT LONG, 32
 HX0089'FEET WEST OF THE WEST RAIL, 12 FEET EAST OF THE CENTER LINE OF
 HX0089'A PRIVATE DRIVE, 82 FEET NORTHWEST OF THE CENTER OF A ROAD
 HX0089'CROSSING, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1425 ***********************************************************************
 GX1425  DESIGNATION -  S 283
 GX1425  PID         -  GX1425
 GX1425  STATE/COUNTY-  WV/MERCER
 GX1425  USGS QUAD   -  BLUEFIELD (1979)
 GX1425
 GX1425                         *CURRENT SURVEY CONTROL
 GX1425  ___________________________________________________________________
 GX1425* NAD 83(1986)-  37 17 32.     (N)    081 12 33.     (W)     SCALED    
 GX1425* NAVD 88     -       867.667  (meters)    2846.67   (feet)  ADJUSTED  
 GX1425  ___________________________________________________________________
 GX1425  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX1425  DYNAMIC HT  -         866.880 (meters)    2844.09  (feet)  COMP
 GX1425  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 GX1425
 GX1425  VERT ORDER  -  FIRST     CLASS II
 GX1425
 GX1425.This mark is at Mercer County Airport (BLF)
 GX1425
 GX1425.The horizontal coordinates were scaled from a topographic map and have
 GX1425.an estimated accuracy of +/- 6 seconds.
 GX1425
 GX1425.The orthometric height was determined by differential leveling
 GX1425.and adjusted by the National Geodetic Survey in June 1991..
 GX1425
 GX1425.The geoid height was determined by GEOID03.
 GX1425
 GX1425.The dynamic height is computed by dividing the NAVD 88
 GX1425.geopotential number by the normal gravity value computed on the
 GX1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1425.degrees latitude (g = 980.6199 gals.).
 GX1425
 GX1425.The modeled gravity was interpolated from observed gravity values.
 GX1425
 GX1425;                    North         East    Units  Estimated Accuracy
 GX1425;SPC WV S     -    32,460.      581,450.      MT  (+/- 180 meters Scaled)
 GX1425
 GX1425                          SUPERSEDED SURVEY CONTROL
 GX1425
 GX1425  NGVD 29 (??/??/92)  867.755  (m)         2846.96   (f) ADJ UNCH    1 2
 GX1425
 GX1425.Superseded values are not recommended for survey control.
 GX1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1425.See file dsdata.txt to determine how the superseded data were derived.
 GX1425
 GX1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB814273(NAD 83)
 GX1425_MARKER: DB = BENCH MARK DISK
 GX1425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1425_SP_SET: BUILDING
 GX1425_STAMPING: S 283 1965
 GX1425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1425
 GX1425  HISTORY     - Date     Condition        Report By
 GX1425  HISTORY     - 1965     MONUMENTED       CGS
 GX1425  HISTORY     - 1969     GOOD             NGS
 GX1425
 GX1425                          STATION DESCRIPTION
 GX1425
 GX1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1425'AT MERCER COUNTY ARP.
 GX1425'AT THE MERCER COUNTY AIRPORT, SET VERTICALLY IN THE NORTH BRICK
 GX1425'FACE AND NEAR THE NORTHEAST CORNER OF THE ADMINISTRATION AND
 GX1425'AIR TERMINAL BUILDING, 1.8 FEET WEST OF THE NORTHEAST CORNER OF
 GX1425'THE BUILDING AND 2.3 FEET ABOVE CONCRETE DRAIN ALONG THE BUILDING.
 GX1425
 GX1425                          STATION RECOVERY (1969)
 GX1425
 GX1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GX1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2149 ***********************************************************************
 HW2149  DESIGNATION -  S 3
 HW2149  PID         -  HW2149
 HW2149  STATE/COUNTY-  WV/POCAHONTAS
 HW2149  USGS QUAD   -  CASS (1995)
 HW2149
 HW2149                         *CURRENT SURVEY CONTROL
 HW2149  ___________________________________________________________________
 HW2149* NAD 83(1986)-  38 26 57.     (N)    079 52 44.     (W)     SCALED    
 HW2149* NAVD 88     -       771.972  (meters)    2532.71   (feet)  ADJUSTED  
 HW2149  ___________________________________________________________________
 HW2149  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HW2149  DYNAMIC HT  -         771.348 (meters)    2530.66  (feet)  COMP
 HW2149  MODELED GRAV-     979,794.3   (mgal)                       NAVD 88
 HW2149
 HW2149  VERT ORDER  -  FIRST     CLASS II
 HW2149
 HW2149.The horizontal coordinates were scaled from a topographic map and have
 HW2149.an estimated accuracy of +/- 6 seconds.
 HW2149
 HW2149.The orthometric height was determined by differential leveling
 HW2149.and adjusted by the National Geodetic Survey in June 1991..
 HW2149
 HW2149.The geoid height was determined by GEOID03.
 HW2149
 HW2149.The dynamic height is computed by dividing the NAVD 88
 HW2149.geopotential number by the normal gravity value computed on the
 HW2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2149.degrees latitude (g = 980.6199 gals.).
 HW2149
 HW2149.The modeled gravity was interpolated from observed gravity values.
 HW2149
 HW2149;                    North         East    Units  Estimated Accuracy
 HW2149;SPC WV S     -   161,430.      697,860.      MT  (+/- 180 meters Scaled)
 HW2149
 HW2149                          SUPERSEDED SURVEY CONTROL
 HW2149
 HW2149  NGVD 29 (??/??/92)  772.033  (m)         2532.91   (f) ADJ UNCH    1 2
 HW2149
 HW2149.Superseded values are not recommended for survey control.
 HW2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2149.See file dsdata.txt to determine how the superseded data were derived.
 HW2149
 HW2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC978562(NAD 83)
 HW2149_MARKER: DB = BENCH MARK DISK
 HW2149_SETTING: 66 = SET IN ROCK OUTCROP
 HW2149_SP_SET: ROCK OUTCROP
 HW2149_STAMPING: S 3 1933
 HW2149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2149+STABILITY: POSITION/ELEVATION WELL
 HW2149
 HW2149  HISTORY     - Date     Condition        Report By
 HW2149  HISTORY     - 1933     MONUMENTED       CGS
 HW2149  HISTORY     - 1973     MARK NOT FOUND   USGS
 HW2149
 HW2149                          STATION DESCRIPTION
 HW2149
 HW2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW2149'4.7 MI NE FROM CASS.
 HW2149'4.7 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HW2149'THE STATION AT CASS, POCAHONTAS COUNTY, 0.7 MILE SOUTH OF
 HW2149'MILEPOST 86, 4 YARDS WEST OF THE CENTERLINE OF THE TRACKS, IN
 HW2149'THE TOP OF A SMALL LEDGE OF A ROCK OUTCROP, AND ABOUT LEVEL WITH
 HW2149'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED S 3 1933.
 HW2149
 HW2149                          STATION RECOVERY (1973)
 HW2149
 HW2149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HW2149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0876 ***********************************************************************
 JW0876  DESIGNATION -  S 31
 JW0876  PID         -  JW0876
 JW0876  STATE/COUNTY-  WV/TUCKER
 JW0876  USGS QUAD   -  PARSONS (1995)
 JW0876
 JW0876                         *CURRENT SURVEY CONTROL
 JW0876  ___________________________________________________________________
 JW0876* NAD 83(1986)-  39 05 20.     (N)    079 43 34.     (W)     SCALED    
 JW0876* NAVD 88     -       553.013  (meters)    1814.34   (feet)  ADJUSTED  
 JW0876  ___________________________________________________________________
 JW0876  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JW0876  DYNAMIC HT  -         552.636 (meters)    1813.11  (feet)  COMP
 JW0876  MODELED GRAV-     979,928.4   (mgal)                       NAVD 88
 JW0876
 JW0876  VERT ORDER  -  SECOND    CLASS 0
 JW0876
 JW0876.The horizontal coordinates were scaled from a topographic map and have
 JW0876.an estimated accuracy of +/- 6 seconds.
 JW0876
 JW0876.The orthometric height was determined by differential leveling
 JW0876.and adjusted by the National Geodetic Survey in June 1991..
 JW0876
 JW0876.The geoid height was determined by GEOID03.
 JW0876
 JW0876.The dynamic height is computed by dividing the NAVD 88
 JW0876.geopotential number by the normal gravity value computed on the
 JW0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0876.degrees latitude (g = 980.6199 gals.).
 JW0876
 JW0876.The modeled gravity was interpolated from observed gravity values.
 JW0876
 JW0876;                    North         East    Units  Estimated Accuracy
 JW0876;SPC WV N     -    65,400.      580,440.      MT  (+/- 180 meters Scaled)
 JW0876
 JW0876                          SUPERSEDED SURVEY CONTROL
 JW0876
 JW0876  NGVD 29 (??/??/92)  553.178  (m)         1814.88   (f) ADJ UNCH    2 0
 JW0876
 JW0876.Superseded values are not recommended for survey control.
 JW0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0876.See file dsdata.txt to determine how the superseded data were derived.
 JW0876
 JW0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD101274(NAD 83)
 JW0876_MARKER: DB = BENCH MARK DISK
 JW0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0876_STAMPING: S 31 1935
 JW0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0876+STABILITY: SURFACE MOTION
 JW0876
 JW0876  HISTORY     - Date     Condition        Report By
 JW0876  HISTORY     - 1935     MONUMENTED       CGS
 JW0876
 JW0876                          STATION DESCRIPTION
 JW0876
 JW0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0876'4.4 MI SW FROM PARSONS.
 JW0876'4.4 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0876'STATION AT PARSONS, TUCKER COUNTY, 75 FEET SOUTH OF THE CENTERLINE
 JW0876'OF U.S. HIGHWAY 219, 48 FEET SOUTH OF TELEPHONE POLE 550, 40
 JW0876'FEET NORTHEAST OF A CONCRETE PIPE CULVERT, 36 FEET NORTH OF THE
 JW0876'CENTERLINE OF THE TRACK, 15 FEET LOWER THAN THE HIGHWAY, AND 3
 JW0876'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S 31 1935 AND
 JW0876'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2970 ***********************************************************************
 KY2970  DESIGNATION -  S 312
 KY2970  PID         -  KY2970
 KY2970  STATE/COUNTY-  WV/BROOKE
 KY2970  USGS QUAD   -  STEUBENVILLE WEST (1985)
 KY2970
 KY2970                         *CURRENT SURVEY CONTROL
 KY2970  ___________________________________________________________________
 KY2970* NAD 83(1986)-  40 15 08.     (N)    080 38 04.     (W)     SCALED    
 KY2970* NAVD 88     -       217.745  (meters)     714.39   (feet)  ADJUSTED  
 KY2970  ___________________________________________________________________
 KY2970  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY2970  DYNAMIC HT  -         217.630 (meters)     714.01  (feet)  COMP
 KY2970  MODELED GRAV-     980,092.1   (mgal)                       NAVD 88
 KY2970
 KY2970  VERT ORDER  -  FIRST     CLASS II
 KY2970
 KY2970.The horizontal coordinates were scaled from a topographic map and have
 KY2970.an estimated accuracy of +/- 6 seconds.
 KY2970
 KY2970.The orthometric height was determined by differential leveling
 KY2970.and adjusted by the National Geodetic Survey in June 1991..
 KY2970
 KY2970.The geoid height was determined by GEOID03.
 KY2970
 KY2970.The dynamic height is computed by dividing the NAVD 88
 KY2970.geopotential number by the normal gravity value computed on the
 KY2970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2970.degrees latitude (g = 980.6199 gals.).
 KY2970
 KY2970.The modeled gravity was interpolated from observed gravity values.
 KY2970
 KY2970;                    North         East    Units  Estimated Accuracy
 KY2970;SPC WV N     -   195,140.      503,490.      MT  (+/- 180 meters Scaled)
 KY2970
 KY2970                          SUPERSEDED SURVEY CONTROL
 KY2970
 KY2970.No superseded survey control is available for this station.
 KY2970
 KY2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE310558(NAD 83)
 KY2970_MARKER: DB = BENCH MARK DISK
 KY2970_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KY2970_SP_SET: CULVERT HEADWALL
 KY2970_STAMPING: S 312 1983
 KY2970_MARK LOGO: NGS   
 KY2970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2970+STABILITY: SURFACE MOTION
 KY2970
 KY2970  HISTORY     - Date     Condition        Report By
 KY2970  HISTORY     - 1983     MONUMENTED       NGS
 KY2970
 KY2970                          STATION DESCRIPTION
 KY2970
 KY2970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2970'2.15 KM (1.35 MI) SW FROM WELLSBURG.
 KY2970'2.15 KM (1.35 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 KY2970'STATE HIGHWAY 67 IN WELLSBURG TO THE MARK ON THE LEFT, IN TOP OF THE
 KY2970'NORTHEAST END OF A CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 KY2970'8.08 METERS (26.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 KY2970'HIGHWAY.
 KY2970'THE MARK IS 0.49 METERS  SW FROM A WITNESS POST.
 KY2970'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1136 ***********************************************************************
 JW1136  DESIGNATION -  S 313
 JW1136  PID         -  JW1136
 JW1136  STATE/COUNTY-  WV/PRESTON
 JW1136  USGS QUAD   -  OAKLAND (1974)
 JW1136
 JW1136                         *CURRENT SURVEY CONTROL
 JW1136  ___________________________________________________________________
 JW1136* NAD 83(1986)-  39 25 58.     (N)    079 29 45.     (W)     SCALED    
 JW1136* NAVD 88     -       781.145  (meters)    2562.81   (feet)  ADJUSTED  
 JW1136  ___________________________________________________________________
 JW1136  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 JW1136  DYNAMIC HT  -         780.613 (meters)    2561.06  (feet)  COMP
 JW1136  MODELED GRAV-     979,918.8   (mgal)                       NAVD 88
 JW1136
 JW1136  VERT ORDER  -  FIRST     CLASS II
 JW1136
 JW1136.The horizontal coordinates were scaled from a topographic map and have
 JW1136.an estimated accuracy of +/- 6 seconds.
 JW1136
 JW1136.The orthometric height was determined by differential leveling
 JW1136.and adjusted by the National Geodetic Survey in June 1991..
 JW1136
 JW1136.The geoid height was determined by GEOID03.
 JW1136
 JW1136.The dynamic height is computed by dividing the NAVD 88
 JW1136.geopotential number by the normal gravity value computed on the
 JW1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1136.degrees latitude (g = 980.6199 gals.).
 JW1136
 JW1136.The modeled gravity was interpolated from observed gravity values.
 JW1136
 JW1136;                    North         East    Units  Estimated Accuracy
 JW1136;SPC WV N     -   103,550.      600,360.      MT  (+/- 180 meters Scaled)
 JW1136
 JW1136                          SUPERSEDED SURVEY CONTROL
 JW1136
 JW1136.No superseded survey control is available for this station.
 JW1136
 JW1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD294658(NAD 83)
 JW1136_MARKER: DB = BENCH MARK DISK
 JW1136_SETTING: 66 = SET IN ROCK OUTCROP
 JW1136_SP_SET: ROCK OUTCROP
 JW1136_STAMPING: S 313 1983
 JW1136_MARK LOGO: NGS   
 JW1136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1136+STABILITY: POSITION/ELEVATION WELL
 JW1136
 JW1136  HISTORY     - Date     Condition        Report By
 JW1136  HISTORY     - 1983     MONUMENTED       NGS
 JW1136
 JW1136                          STATION DESCRIPTION
 JW1136
 JW1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1136'5.0 KM (3.1 MI) EAST FROM TERRA ALTA.
 JW1136'5.0 KM (3.1 MI) EAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 JW1136'BRANDONVILLE TURNPIKE (COUNTY ROUTE 3) IN TERRA ALTA TO THE JUNCTION
 JW1136'OF A GRAVEL ROAD LEADING NORTHEAST AND THE MARK ON THE LEFT, IN TOP OF
 JW1136'A ROCK OUTCROP, 10.36 METERS (34.0 FT) NORTHEAST OF THE CENTERLINE OF
 JW1136'THE HIGHWAY, 17.37 METERS (57.0 FT) NORTHEAST AND ACROSS THE HIGHWAY
 JW1136'FROM POWER POLE 91-1, 6.40 METERS (21.0 FT) NORTHWEST OF A WOODEN POST
 JW1136'WITH A SIGN (L-6-W) MARKING AN UNDERGROUND GAS LINE, 5.18 METERS
 JW1136'(17.0 FT) SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD.
 JW1136'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 JW1136'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1740 ***********************************************************************
 JX1740  DESIGNATION -  S 314
 JX1740  PID         -  JX1740
 JX1740  STATE/COUNTY-  WV/RITCHIE
 JX1740  USGS QUAD   -  WILLOW ISLAND (1994)
 JX1740
 JX1740                         *CURRENT SURVEY CONTROL
 JX1740  ___________________________________________________________________
 JX1740* NAD 83(1986)-  39 15 14.     (N)    081 16 01.     (W)     SCALED    
 JX1740* NAVD 88     -       344.125  (meters)    1129.02   (feet)  ADJUSTED  
 JX1740  ___________________________________________________________________
 JX1740  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JX1740  DYNAMIC HT  -         343.914 (meters)    1128.32  (feet)  COMP
 JX1740  MODELED GRAV-     980,006.4   (mgal)                       NAVD 88
 JX1740
 JX1740  VERT ORDER  -  FIRST     CLASS II
 JX1740
 JX1740.The horizontal coordinates were scaled from a topographic map and have
 JX1740.an estimated accuracy of +/- 6 seconds.
 JX1740
 JX1740.The orthometric height was determined by differential leveling
 JX1740.and adjusted by the National Geodetic Survey in June 1991..
 JX1740
 JX1740.The geoid height was determined by GEOID03.
 JX1740
 JX1740.The dynamic height is computed by dividing the NAVD 88
 JX1740.geopotential number by the normal gravity value computed on the
 JX1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1740.degrees latitude (g = 980.6199 gals.).
 JX1740
 JX1740.The modeled gravity was interpolated from observed gravity values.
 JX1740
 JX1740;                    North         East    Units  Estimated Accuracy
 JX1740;SPC WV N     -    85,190.      447,500.      MT  (+/- 180 meters Scaled)
 JX1740
 JX1740                          SUPERSEDED SURVEY CONTROL
 JX1740
 JX1740.No superseded survey control is available for this station.
 JX1740
 JX1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD769449(NAD 83)
 JX1740_MARKER: DB = BENCH MARK DISK
 JX1740_SETTING: 66 = SET IN ROCK OUTCROP
 JX1740_SP_SET: ROCK OUTCROP
 JX1740_STAMPING: S 314 1983
 JX1740_MARK LOGO: NGS   
 JX1740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1740+STABILITY: POSITION/ELEVATION WELL
 JX1740
 JX1740  HISTORY     - Date     Condition        Report By
 JX1740  HISTORY     - 1983     MONUMENTED       NGS
 JX1740
 JX1740                          STATION DESCRIPTION
 JX1740
 JX1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1740'20.8 KM (12.9 MI) WEST FROM ELLENBORO.
 JX1740'20.8 KM (12.9 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1740'STATE HIGHWAY 16 IN ELLENBORO TO THE MARK ON THE RIGHT, 15.5 METERS
 JX1740'(51.0 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 JX1740'HIGHWAY, 71.9 METERS (236.0 FT) EAST OF THE WOOD COUNTY LINE SIGN.
 JX1740'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 JX1740'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1805 ***********************************************************************
 JX1805  DESIGNATION -  S 315
 JX1805  PID         -  JX1805
 JX1805  STATE/COUNTY-  WV/MARION
 JX1805  USGS QUAD   -  RIVESVILLE (1976)
 JX1805
 JX1805                         *CURRENT SURVEY CONTROL
 JX1805  ___________________________________________________________________
 JX1805* NAD 83(1986)-  39 30 15.     (N)    080 04 14.     (W)     SCALED    
 JX1805* NAVD 88     -       321.091  (meters)    1053.45   (feet)  ADJUSTED  
 JX1805  ___________________________________________________________________
 JX1805  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JX1805  DYNAMIC HT  -         320.895 (meters)    1052.80  (feet)  COMP
 JX1805  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 JX1805
 JX1805  VERT ORDER  -  FIRST     CLASS II
 JX1805
 JX1805.The horizontal coordinates were scaled from a topographic map and have
 JX1805.an estimated accuracy of +/- 6 seconds.
 JX1805
 JX1805.The orthometric height was determined by differential leveling
 JX1805.and adjusted by the National Geodetic Survey in June 1991..
 JX1805
 JX1805.The geoid height was determined by GEOID03.
 JX1805
 JX1805.The dynamic height is computed by dividing the NAVD 88
 JX1805.geopotential number by the normal gravity value computed on the
 JX1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1805.degrees latitude (g = 980.6199 gals.).
 JX1805
 JX1805.The modeled gravity was interpolated from observed gravity values.
 JX1805
 JX1805;                    North         East    Units  Estimated Accuracy
 JX1805;SPC WV N     -   111,640.      550,930.      MT  (+/- 180 meters Scaled)
 JX1805
 JX1805                          SUPERSEDED SURVEY CONTROL
 JX1805
 JX1805.No superseded survey control is available for this station.
 JX1805
 JX1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND799731(NAD 83)
 JX1805_MARKER: DB = BENCH MARK DISK
 JX1805_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1805_SP_SET: ABUTMENT
 JX1805_STAMPING: S 315 1983
 JX1805_MARK LOGO: NGS   
 JX1805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1805
 JX1805  HISTORY     - Date     Condition        Report By
 JX1805  HISTORY     - 1983     MONUMENTED       NGS
 JX1805
 JX1805                          STATION DESCRIPTION
 JX1805
 JX1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1805'6.0 KM (3.7 MI) NE FROM FAIRMONT.
 JX1805'6.0 KM (3.7 MI) NORTHEAST ALONG INTERSTATE 79 FROM THE NORTHEAST END
 JX1805'OF THE INTERSTATE BRIDGE OVER STATE HIGHWAY 310 IN FAIRMONT TO THE
 JX1805'MARK ON THE RIGHT, IN TOP OF THE SOUTHWEST END OF THE SOUTHWEST
 JX1805'ABUTMENT OF THE BRIDGE OVER LITTLE CREEK ROAD, 7.92 METERS (26.0 FT)
 JX1805'SOUTHEAST OF THE CENTERLINE OF THE NORTHEASTBOUND LANE OF THE HIGHWAY,
 JX1805'1.06 METERS (3.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE.
 JX1805'THE MARK IS 0.82 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1696 ***********************************************************************
 JX1696  DESIGNATION -  S 316
 JX1696  PID         -  JX1696
 JX1696  STATE/COUNTY-  WV/TYLER
 JX1696  USGS QUAD   -  PADEN CITY (1994)
 JX1696
 JX1696                         *CURRENT SURVEY CONTROL
 JX1696  ___________________________________________________________________
 JX1696* NAD 83(1986)-  39 35 34.     (N)    080 57 05.     (W)     SCALED    
 JX1696* NAVD 88     -       203.301  (meters)     667.00   (feet)  ADJUSTED  
 JX1696  ___________________________________________________________________
 JX1696  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JX1696  DYNAMIC HT  -         203.180 (meters)     666.60  (feet)  COMP
 JX1696  MODELED GRAV-     980,030.5   (mgal)                       NAVD 88
 JX1696
 JX1696  VERT ORDER  -  FIRST     CLASS II
 JX1696
 JX1696.The horizontal coordinates were scaled from a topographic map and have
 JX1696.an estimated accuracy of +/- 6 seconds.
 JX1696
 JX1696.The orthometric height was determined by differential leveling
 JX1696.and adjusted by the National Geodetic Survey in June 1991..
 JX1696
 JX1696.The geoid height was determined by GEOID03.
 JX1696
 JX1696.The dynamic height is computed by dividing the NAVD 88
 JX1696.geopotential number by the normal gravity value computed on the
 JX1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1696.degrees latitude (g = 980.6199 gals.).
 JX1696
 JX1696.The modeled gravity was interpolated from observed gravity values.
 JX1696
 JX1696;                    North         East    Units  Estimated Accuracy
 JX1696;SPC WV N     -   122,320.      475,340.      MT  (+/- 180 meters Scaled)
 JX1696
 JX1696                          SUPERSEDED SURVEY CONTROL
 JX1696
 JX1696.No superseded survey control is available for this station.
 JX1696
 JX1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND041825(NAD 83)
 JX1696_MARKER: DB = BENCH MARK DISK
 JX1696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1696_SP_SET: BACKWALL
 JX1696_STAMPING: S 316 1983
 JX1696_MARK LOGO: NGS   
 JX1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1696+STABILITY: SURFACE MOTION
 JX1696
 JX1696  HISTORY     - Date     Condition        Report By
 JX1696  HISTORY     - 1983     MONUMENTED       NGS
 JX1696
 JX1696                          STATION DESCRIPTION
 JX1696
 JX1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1696'1.8 KM (1.1 MI) SW FROM PADEN CITY.
 JX1696'1.8 KM (1.1 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 JX1696'PADEN FORK ROAD IN PADEN CITY TO THE MARK ON THE LEFT, IN TOP OF THE
 JX1696'NORTHEAST END OF A CONCRETE BACKWALL OF A CULVERT 3.9 METERS (12.8 FT)
 JX1696'DEEP THAT RUNS UNDER THE HIGHWAY, 6.22 METERS (20.4 FT) SOUTHEAST OF
 JX1696'THE CENTERLINE OF THE HIGHWAY, 1.77 METERS (5.8 FT) NORTHEAST OF THE
 JX1696'SOUTHWEST END OF THE BACKWALL.
 JX1696'THE MARK IS 0.25 METERS  NW FROM A WITNESS POST.
 JX1696'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1110 ***********************************************************************
 JW1110  DESIGNATION -  S 317
 JW1110  PID         -  JW1110
 JW1110  STATE/COUNTY-  WV/PRESTON
 JW1110  USGS QUAD   -  FELLOWSVILLE (1976)
 JW1110
 JW1110                         *CURRENT SURVEY CONTROL
 JW1110  ___________________________________________________________________
 JW1110* NAD 83(1986)-  39 19 53.     (N)    079 47 36.     (W)     SCALED    
 JW1110* NAVD 88     -       537.946  (meters)    1764.91   (feet)  ADJUSTED  
 JW1110  ___________________________________________________________________
 JW1110  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JW1110  DYNAMIC HT  -         537.595 (meters)    1763.76  (feet)  COMP
 JW1110  MODELED GRAV-     979,956.9   (mgal)                       NAVD 88
 JW1110
 JW1110  VERT ORDER  -  FIRST     CLASS II
 JW1110
 JW1110.The horizontal coordinates were scaled from a topographic map and have
 JW1110.an estimated accuracy of +/- 6 seconds.
 JW1110
 JW1110.The orthometric height was determined by differential leveling
 JW1110.and adjusted by the National Geodetic Survey in June 1991..
 JW1110
 JW1110.The geoid height was determined by GEOID03.
 JW1110
 JW1110.The dynamic height is computed by dividing the NAVD 88
 JW1110.geopotential number by the normal gravity value computed on the
 JW1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1110.degrees latitude (g = 980.6199 gals.).
 JW1110
 JW1110.The modeled gravity was interpolated from observed gravity values.
 JW1110
 JW1110;                    North         East    Units  Estimated Accuracy
 JW1110;SPC WV N     -    92,340.      574,710.      MT  (+/- 180 meters Scaled)
 JW1110
 JW1110                          SUPERSEDED SURVEY CONTROL
 JW1110
 JW1110.No superseded survey control is available for this station.
 JW1110
 JW1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD040542(NAD 83)
 JW1110_MARKER: DB = BENCH MARK DISK
 JW1110_SETTING: 66 = SET IN ROCK OUTCROP
 JW1110_SP_SET: ROCK OUTCROP
 JW1110_STAMPING: S 317 1983
 JW1110_MARK LOGO: NGS   
 JW1110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1110+STABILITY: POSITION/ELEVATION WELL
 JW1110
 JW1110  HISTORY     - Date     Condition        Report By
 JW1110  HISTORY     - 1983     MONUMENTED       NGS
 JW1110
 JW1110                          STATION DESCRIPTION
 JW1110
 JW1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1110'17.3 KM (10.75 MI) SW FROM ROWLESBURG.
 JW1110'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1110'ELEMENTARY SCHOOL IN ROWLESBURG, THENCE 12.4 KM (7.75 MI) WEST ALONG
 JW1110'U.S. HIGHWAY 50 TO THE MARK ON THE RIGHT, IN TOP OF THE BASE OF A ROCK
 JW1110'OUTCROP, 0.2 KM (0.15 MI) SOUTHWEST OF A GRAVEL ROAD LEADING WEST,
 JW1110'5.50 METERS (18.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 JW1110'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 JW1110'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1764 ***********************************************************************
 JX1764  DESIGNATION -  S 319
 JX1764  PID         -  JX1764
 JX1764  STATE/COUNTY-  WV/HARRISON
 JX1764  USGS QUAD   -  WOLF SUMMIT (1976)
 JX1764
 JX1764                         *CURRENT SURVEY CONTROL
 JX1764  ___________________________________________________________________
 JX1764* NAD 83(1986)-  39 17 20.     (N)    080 29 24.     (W)     SCALED    
 JX1764* NAVD 88     -       307.488  (meters)    1008.82   (feet)  ADJUSTED  
 JX1764  ___________________________________________________________________
 JX1764  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JX1764  DYNAMIC HT  -         307.296 (meters)    1008.19  (feet)  COMP
 JX1764  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 JX1764
 JX1764  VERT ORDER  -  FIRST     CLASS II
 JX1764
 JX1764.The horizontal coordinates were scaled from a topographic map and have
 JX1764.an estimated accuracy of +/- 6 seconds.
 JX1764
 JX1764.The orthometric height was determined by differential leveling
 JX1764.and adjusted by the National Geodetic Survey in June 1991..
 JX1764
 JX1764.The geoid height was determined by GEOID03.
 JX1764
 JX1764.The dynamic height is computed by dividing the NAVD 88
 JX1764.geopotential number by the normal gravity value computed on the
 JX1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1764.degrees latitude (g = 980.6199 gals.).
 JX1764
 JX1764.The modeled gravity was interpolated from observed gravity values.
 JX1764
 JX1764;                    North         East    Units  Estimated Accuracy
 JX1764;SPC WV N     -    88,050.      514,600.      MT  (+/- 180 meters Scaled)
 JX1764
 JX1764                          SUPERSEDED SURVEY CONTROL
 JX1764
 JX1764.No superseded survey control is available for this station.
 JX1764
 JX1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND439489(NAD 83)
 JX1764_MARKER: DB = BENCH MARK DISK
 JX1764_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1764_SP_SET: ABUTMENT
 JX1764_STAMPING: S 319 1983
 JX1764_MARK LOGO: NGS   
 JX1764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1764+STABILITY: POSITION/ELEVATION WELL
 JX1764
 JX1764  HISTORY     - Date     Condition        Report By
 JX1764  HISTORY     - 1983     MONUMENTED       NGS
 JX1764
 JX1764                          STATION DESCRIPTION
 JX1764
 JX1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1764'6.9 KM (4.35 MI) EAST FROM SALEM.
 JX1764'6.9 KM (4.35 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1764'HIGHWAY 23 AT THE NORTH EDGE OF SALEM TO THE MARK ON THE RIGHT, IN THE
 JX1764'SOUTHWEST ABUTMENT OF THE EASTBOUND LANE OF THE HIGHWAY BRIDGE OVER
 JX1764'TEN MILE CREEK, 6.8 METERS (22.5 FT) SOUTH OF THE CENTERLINE OF THE
 JX1764'EASTBOUND LANE OF THE HIGHWAY.
 JX1764'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0811 ***********************************************************************
 JW0811  DESIGNATION -  S 32
 JW0811  PID         -  JW0811
 JW0811  STATE/COUNTY-  WV/PRESTON
 JW0811  USGS QUAD   -  NEWBURG (1976)
 JW0811
 JW0811                         *CURRENT SURVEY CONTROL
 JW0811  ___________________________________________________________________
 JW0811* NAD 83(1986)-  39 23 26.     (N)    079 50 34.     (W)     SCALED    
 JW0811* NAVD 88     -       380.611  (meters)    1248.72   (feet)  POSTED    
 JW0811  ___________________________________________________________________
 JW0811  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JW0811  DYNAMIC HT  -         380.370 (meters)    1247.93  (feet)  COMP
 JW0811  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 JW0811
 JW0811  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JW0811
 JW0811.The horizontal coordinates were scaled from a topographic map and have
 JW0811.an estimated accuracy of +/- 6 seconds.
 JW0811
 JW0811.The orthometric height was determined by differential leveling
 JW0811.and adjusted by the National Geodetic Survey in 1992..
 JW0811.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JW0811.rate of 1.1 thru 2.0 mm/km.
 JW0811
 JW0811.The geoid height was determined by GEOID03.
 JW0811
 JW0811.The dynamic height is computed by dividing the NAVD 88
 JW0811.geopotential number by the normal gravity value computed on the
 JW0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0811.degrees latitude (g = 980.6199 gals.).
 JW0811
 JW0811.The modeled gravity was interpolated from observed gravity values.
 JW0811
 JW0811;                    North         East    Units  Estimated Accuracy
 JW0811;SPC WV N     -    98,920.      570,470.      MT  (+/- 180 meters Scaled)
 JW0811
 JW0811                          SUPERSEDED SURVEY CONTROL
 JW0811
 JW0811  NGVD 29 (??/??/92)  380.812  (m)         1249.38   (f) ADJ UNCH    1 2
 JW0811
 JW0811.Superseded values are not recommended for survey control.
 JW0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0811.See file dsdata.txt to determine how the superseded data were derived.
 JW0811
 JW0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND996607(NAD 83)
 JW0811_MARKER: DB = BENCH MARK DISK
 JW0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0811_SP_SET: BRIDGE
 JW0811_STAMPING: S 32 1935
 JW0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0811
 JW0811  HISTORY     - Date     Condition        Report By
 JW0811  HISTORY     - 1935     MONUMENTED       CGS
 JW0811  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0811
 JW0811                          STATION DESCRIPTION
 JW0811
 JW0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0811'1.8 MI E FROM INDEPENDENCE.
 JW0811'1.8 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0811'STATION AT INDEPENDENCE, PRESTON COUNTY, 249 FEET NORTH OF POLE
 JW0811'266+40, 7 FEET EAST OF THE CENTERLINE OF THE EAST TRACK, IN THE
 JW0811'TOP OF THE SOUTHEAST CORNER OF THE SOUTH ABUTMENT OF BRIDGE 95
 JW0811'OVER A RIVER, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 JW0811'STAMPED S 32 1935.
 JW0811
 JW0811                          STATION RECOVERY (1983)
 JW0811
 JW0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4093 ***********************************************************************
 JV4093  CBN         -  This is a Cooperative Base Network Control Station.
 JV4093  DESIGNATION -  S 320
 JV4093  PID         -  JV4093
 JV4093  STATE/COUNTY-  WV/JEFFERSON
 JV4093  USGS QUAD   -  CHARLES TOWN (1988)
 JV4093
 JV4093                         *CURRENT SURVEY CONTROL
 JV4093  ___________________________________________________________________
 JV4093* NAD 83(1995)-  39 18 13.81493(N)    077 48 57.89457(W)     ADJUSTED  
 JV4093* NAVD 88     -       143.394  (meters)     470.45   (feet)  ADJUSTED  
 JV4093  ___________________________________________________________________
 JV4093  X           -   1,043,035.561 (meters)                     COMP
 JV4093  Y           -  -4,830,794.633 (meters)                     COMP
 JV4093  Z           -   4,018,544.487 (meters)                     COMP
 JV4093  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 JV4093  ELLIP HEIGHT-         109.78  (meters)          (04/23/01) GPS OBS
 JV4093  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JV4093  DYNAMIC HT  -         143.310 (meters)     470.18  (feet)  COMP
 JV4093  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 JV4093
 JV4093  HORZ ORDER  -  A
 JV4093  VERT ORDER  -  FIRST     CLASS II
 JV4093  ELLP ORDER  -  FOURTH    CLASS I
 JV4093
 JV4093.The horizontal coordinates were established by GPS observations
 JV4093.and adjusted by the National Geodetic Survey in April 2001..
 JV4093
 JV4093.The orthometric height was determined by differential leveling
 JV4093.and adjusted by the National Geodetic Survey in June 1991..
 JV4093
 JV4093.Photographs are available for this station.
 JV4093
 JV4093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JV4093
 JV4093.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4093
 JV4093.The ellipsoidal height was determined by GPS observations
 JV4093.and is referenced to NAD 83.
 JV4093
 JV4093.The geoid height was determined by GEOID03.
 JV4093
 JV4093.The dynamic height is computed by dividing the NAVD 88
 JV4093.geopotential number by the normal gravity value computed on the
 JV4093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4093.degrees latitude (g = 980.6199 gals.).
 JV4093
 JV4093.The modeled gravity was interpolated from observed gravity values.
 JV4093
 JV4093;                    North         East     Units Scale Factor Converg.
 JV4093;SPC WV N     -    90,600.561   745,231.019   MT  0.99995646   +1 04 26.2
 JV4093;UTM  18      - 4,354,276.239   257,177.364   MT  1.00032605   -1 47 04.8
 JV4093
 JV4093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4093!SPC WV N     -   0.99998278  x   0.99995646  =   0.99993924
 JV4093!UTM  18      -   0.99998278  x   1.00032605  =   1.00030882
 JV4093
 JV4093                          SUPERSEDED SURVEY CONTROL
 JV4093
 JV4093  NAVD 88 (04/23/01)  143.39   (m)          470.4    (f) LEVELING    3  
 JV4093
 JV4093.Superseded values are not recommended for survey control.
 JV4093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4093.See file dsdata.txt to determine how the superseded data were derived.
 JV4093
 JV4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ5717754276(NAD 83)
 JV4093_MARKER: I = METAL ROD
 JV4093_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV4093_SP_SET: STAINLESS STEEL ROD
 JV4093_STAMPING: S 320 1983
 JV4093_MARK LOGO: NGS   
 JV4093_PROJECTION: FLUSH
 JV4093_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV4093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV4093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV4093+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 JV4093_ROD/PIPE-DEPTH: 9.70 meters
 JV4093
 JV4093  HISTORY     - Date     Condition        Report By
 JV4093  HISTORY     - 1983     MONUMENTED       NGS
 JV4093  HISTORY     - 1983     GOOD             NGS
 JV4093  HISTORY     - 20000329 GOOD             WVALS
 JV4093  HISTORY     - 20020215 GOOD             DEWDAV
 JV4093  HISTORY     - 20030910 GOOD             BOWMAN
 JV4093  HISTORY     - 20051027 GOOD             NAGEL
 JV4093
 JV4093                          STATION DESCRIPTION
 JV4093
 JV4093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4093'6.8 KM (4.25 MI) WEST FROM HARPERS FERRY.
 JV4093'6.8 KM (4.25 MI) WEST ALONG U.S. HIGHWAY 340 FROM THE BRIDGE OVER THE
 JV4093'SHENANDOAH RIVER IN HARPERS FERRY TO THE MARK ON THE RIGHT, IN THE
 JV4093'NORTHEAST CORNER OF THE INTERSECTION WITH COUNTRY CLUB ROAD, ALSO
 JV4093'4.2 KM (2.65 MI) NORTHEAST ALONG U.S. HIGHWAY 340 FROM THE JUNCTION OF
 JV4093'STATE HIGHWAY 9 IN CHARLES TOWN, 27.2 METERS (89.5 FT) NORTHEAST OF
 JV4093'THE CENTERLINE OF THE WEST BOUND LANE OF THE HIGHWAY, 16.4 METERS
 JV4093'(54.0 FT) EAST OF THE CENTERLINE OF COUNTRY CLUB ROAD, 0.45 METER
 JV4093'(1.5 FT) EAST OF THE END OF A FENCE, 0.30 METER (1.0 FT) SOUTH OF A
 JV4093'FENCE.
 JV4093'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 JV4093'THE MARK IS 0.60 M ABOVE HIGHWAY.
 JV4093
 JV4093                          STATION RECOVERY (1983)
 JV4093
 JV4093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV4093'RECOVERED IN GOOD CONDITION.
 JV4093
 JV4093                          STATION RECOVERY (2000)
 JV4093
 JV4093'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (KWN)
 JV4093'THE STATION IS LOCATED ABOUT 4.18 KM (2.6 MI) EAST-NORTHEAST OF
 JV4093'CHARLES TOWN,  AND 1.93 KM (1.2 MI) SOUTHWEST OF HALLTOWN.
 JV4093'OWNERSHIP -- WVDH.
 JV4093'
 JV4093'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 340,
 JV4093'BUSINESS ROUTE 340 AND STATE HIGHWAY 9 ON THE EAST SIDE OF
 JV4093'CHARLES TOWN GO EAST-NORTHEAST ON HIGHWAY 340 FOR 2.0 KM (1.25 MI)
 JV4093'TO A CROSSROAD, COUNTRY CLUB ROAD (COUNTY ROUTE 24) TO THE LEFT
 JV4093'AND COUNTY ROUTE 340-4 TO THE RIGHT AND THE STATION IN THE
 JV4093'NORTHEAST QUADRANT.
 JV4093'
 JV4093'THE STATION IS 27.2 M (89.5 FT) NORTHWEST OF THE CENTER OF THE WEST
 JV4093'BOUND LANES,16.4 M (54.0 FT)  NORTHEAST OF THE CENTER OF COUNTRY
 JV4093'CLUB ROAD, 0.45 M (1.5 FT) EAST OF THE END OF A FENCE AND 0.3 M (1.0
 JV4093'FT)
 JV4093'SOUTH OF A FENCE.
 JV4093
 JV4093                          STATION RECOVERY (2002)
 JV4093
 JV4093'RECOVERY NOTE BY DEWBERRY DAVIS 2002 (CSW)
 JV4093'RECOVERED IN GOOD CONDITION.
 JV4093
 JV4093                          STATION RECOVERY (2003)
 JV4093
 JV4093'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2003 (PJT)
 JV4093'RECOVERED AS DESCRIBED
 JV4093
 JV4093                          STATION RECOVERY (2005)
 JV4093
 JV4093'RECOVERY NOTE BY GEORGE E NAGEL AND ASSCOIATES INC 2005 (GEN)
 JV4093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1094 ***********************************************************************
 JW1094  DESIGNATION -  S 322
 JW1094  PID         -  JW1094
 JW1094  STATE/COUNTY-  WV/BARBOUR
 JW1094  USGS QUAD   -  BELINGTON (1976)
 JW1094
 JW1094                         *CURRENT SURVEY CONTROL
 JW1094  ___________________________________________________________________
 JW1094* NAD 83(1986)-  39 04 04.     (N)    079 58 33.     (W)     SCALED    
 JW1094* NAVD 88     -       606.120  (meters)    1988.58   (feet)  ADJUSTED  
 JW1094  ___________________________________________________________________
 JW1094  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JW1094  DYNAMIC HT  -         605.706 (meters)    1987.22  (feet)  COMP
 JW1094  MODELED GRAV-     979,923.4   (mgal)                       NAVD 88
 JW1094
 JW1094  VERT ORDER  -  FIRST     CLASS II
 JW1094
 JW1094.The horizontal coordinates were scaled from a topographic map and have
 JW1094.an estimated accuracy of +/- 6 seconds.
 JW1094
 JW1094.The orthometric height was determined by differential leveling
 JW1094.and adjusted by the National Geodetic Survey in June 1991..
 JW1094
 JW1094.The geoid height was determined by GEOID03.
 JW1094
 JW1094.The dynamic height is computed by dividing the NAVD 88
 JW1094.geopotential number by the normal gravity value computed on the
 JW1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1094.degrees latitude (g = 980.6199 gals.).
 JW1094
 JW1094.The modeled gravity was interpolated from observed gravity values.
 JW1094
 JW1094;                    North         East    Units  Estimated Accuracy
 JW1094;SPC WV N     -    63,140.      558,820.      MT  (+/- 180 meters Scaled)
 JW1094
 JW1094                          SUPERSEDED SURVEY CONTROL
 JW1094
 JW1094.No superseded survey control is available for this station.
 JW1094
 JW1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND886247(NAD 83)
 JW1094_MARKER: DB = BENCH MARK DISK
 JW1094_SETTING: 66 = SET IN ROCK OUTCROP
 JW1094_SP_SET: ROCK OUTCROP
 JW1094_STAMPING: S 322 1983
 JW1094_MARK LOGO: NGS   
 JW1094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1094+STABILITY: POSITION/ELEVATION WELL
 JW1094
 JW1094  HISTORY     - Date     Condition        Report By
 JW1094  HISTORY     - 1983     MONUMENTED       NGS
 JW1094
 JW1094                          STATION DESCRIPTION
 JW1094
 JW1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1094'6.8 KM (4.25 MI) NORTH FROM BELINGTON.
 JW1094'6.8 KM (4.25 MI) NORTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JW1094'BELINGTON TO THE MARK ON THE RIGHT, SET IN TOP OF THE SOUTH END OF A
 JW1094'ROCK CUT, 9.75 METERS (32.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 JW1094'12.19 METERS (40.0 FT) NORTH OF THE CENTER OF A GRAVEL ROAD LEADING
 JW1094'EAST THEN NORTH.
 JW1094'THE MARK IS 0.35 METERS  N FROM A WITNESS POST.
 JW1094'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2806 ***********************************************************************
 HX2806  DESIGNATION -  S 323
 HX2806  PID         -  HX2806
 HX2806  STATE/COUNTY-  WV/GREENBRIER
 HX2806  USGS QUAD   -  DROOP (1995)
 HX2806
 HX2806                         *CURRENT SURVEY CONTROL
 HX2806  ___________________________________________________________________
 HX2806* NAD 83(1986)-  38 03 44.     (N)    080 17 52.     (W)     SCALED    
 HX2806* NAVD 88     -       865.242  (meters)    2838.71   (feet)  ADJUSTED  
 HX2806  ___________________________________________________________________
 HX2806  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HX2806  DYNAMIC HT  -         864.522 (meters)    2836.35  (feet)  COMP
 HX2806  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 HX2806
 HX2806  VERT ORDER  -  FIRST     CLASS II
 HX2806
 HX2806.The horizontal coordinates were scaled from a topographic map and have
 HX2806.an estimated accuracy of +/- 6 seconds.
 HX2806
 HX2806.The orthometric height was determined by differential leveling
 HX2806.and adjusted by the National Geodetic Survey in June 1991..
 HX2806
 HX2806.The geoid height was determined by GEOID03.
 HX2806
 HX2806.The dynamic height is computed by dividing the NAVD 88
 HX2806.geopotential number by the normal gravity value computed on the
 HX2806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2806.degrees latitude (g = 980.6199 gals.).
 HX2806
 HX2806.The modeled gravity was interpolated from observed gravity values.
 HX2806
 HX2806;                    North         East    Units  Estimated Accuracy
 HX2806;SPC WV S     -   118,130.      661,620.      MT  (+/- 180 meters Scaled)
 HX2806
 HX2806                          SUPERSEDED SURVEY CONTROL
 HX2806
 HX2806.No superseded survey control is available for this station.
 HX2806
 HX2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC616129(NAD 83)
 HX2806_MARKER: DB = BENCH MARK DISK
 HX2806_SETTING: 66 = SET IN ROCK OUTCROP
 HX2806_SP_SET: ROCK OUTCROP
 HX2806_STAMPING: S 323 1983
 HX2806_MARK LOGO: NGS   
 HX2806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2806+STABILITY: POSITION/ELEVATION WELL
 HX2806
 HX2806  HISTORY     - Date     Condition        Report By
 HX2806  HISTORY     - 1983     MONUMENTED       NGS
 HX2806
 HX2806                          STATION DESCRIPTION
 HX2806
 HX2806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2806'1.8 KM (1.1 MI) SOUTH FROM DROOP.
 HX2806'1.8 KM (1.1 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 HX2806'DROOP TO THE MARK ON THE RIGHT, SET IN TOP OF A WIDE ROCK LEDGE OF A
 HX2806'ROCK CUT, 7.16 METERS (23.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 HX2806'HIGHWAY, 6.28 METERS (20.6 FT) NORTH OF THE NORTHEAST END OF A
 HX2806'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 0.37 METER (1.2 FT) NORTHWEST
 HX2806'OF THE SOUTHEAST EDGE OF THE LEDGE.
 HX2806'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2797 ***********************************************************************
 HX2797  DESIGNATION -  S 324
 HX2797  PID         -  HX2797
 HX2797  STATE/COUNTY-  WV/POCAHONTAS
 HX2797  USGS QUAD   -  HILLSBORO (1995)
 HX2797
 HX2797                         *CURRENT SURVEY CONTROL
 HX2797  ___________________________________________________________________
 HX2797* NAD 83(1986)-  38 11 51.     (N)    080 08 03.     (W)     SCALED    
 HX2797* NAVD 88     -       671.546  (meters)    2203.23   (feet)  ADJUSTED  
 HX2797  ___________________________________________________________________
 HX2797  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX2797  DYNAMIC HT  -         671.002 (meters)    2201.45  (feet)  COMP
 HX2797  MODELED GRAV-     979,797.4   (mgal)                       NAVD 88
 HX2797
 HX2797  VERT ORDER  -  FIRST     CLASS II
 HX2797
 HX2797.The horizontal coordinates were scaled from a topographic map and have
 HX2797.an estimated accuracy of +/- 6 seconds.
 HX2797
 HX2797.The orthometric height was determined by differential leveling
 HX2797.and adjusted by the National Geodetic Survey in June 1991..
 HX2797
 HX2797.The geoid height was determined by GEOID03.
 HX2797
 HX2797.The dynamic height is computed by dividing the NAVD 88
 HX2797.geopotential number by the normal gravity value computed on the
 HX2797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2797.degrees latitude (g = 980.6199 gals.).
 HX2797
 HX2797.The modeled gravity was interpolated from observed gravity values.
 HX2797
 HX2797;                    North         East    Units  Estimated Accuracy
 HX2797;SPC WV S     -   133,260.      675,840.      MT  (+/- 180 meters Scaled)
 HX2797
 HX2797                          SUPERSEDED SURVEY CONTROL
 HX2797
 HX2797.No superseded survey control is available for this station.
 HX2797
 HX2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC758280(NAD 83)
 HX2797_MARKER: DB = BENCH MARK DISK
 HX2797_SETTING: 66 = SET IN ROCK OUTCROP
 HX2797_SP_SET: ROCK OUTCROP
 HX2797_STAMPING: S 324 1983
 HX2797_MARK LOGO: NGS   
 HX2797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2797+STABILITY: POSITION/ELEVATION WELL
 HX2797
 HX2797  HISTORY     - Date     Condition        Report By
 HX2797  HISTORY     - 1983     MONUMENTED       NGS
 HX2797
 HX2797                          STATION DESCRIPTION
 HX2797
 HX2797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2797'5.3 KM (3.3 MI) SOUTH FROM MARLINTON.
 HX2797'5.3 KM (3.3 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 HX2797'STATE HIGHWAY 39 IN MARLINTON TO THE MARK ON THE LEFT, SET VERTICALLY
 HX2797'IN THE FACE OF A LARGE ROCK CUT, 8.23 METERS (27.0 FT) SOUTHEAST OF
 HX2797'THE CENTERLINE OF THE HIGHWAY, 15.85 METERS (52.0 FT) SOUTHWEST OF THE
 HX2797'JUNCTION OF A PAVED ROAD LEADING NORTHWEST, 6.68 METERS (21.9 FT)
 HX2797'SOUTHWEST OF STATE HIGHWAY MARKER 15.
 HX2797'THE MARK IS 1.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3196 ***********************************************************************
 GX3196  DESIGNATION -  S 325
 GX3196  PID         -  GX3196
 GX3196  STATE/COUNTY-  WV/GREENBRIER
 GX3196  USGS QUAD   -  FORT SPRING (1971)
 GX3196
 GX3196                         *CURRENT SURVEY CONTROL
 GX3196  ___________________________________________________________________
 GX3196* NAD 83(1986)-  37 44 26.     (N)    080 30 00.     (W)     SCALED    
 GX3196* NAVD 88     -       620.643  (meters)    2036.23   (feet)  ADJUSTED  
 GX3196  ___________________________________________________________________
 GX3196  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GX3196  DYNAMIC HT  -         620.135 (meters)    2034.56  (feet)  COMP
 GX3196  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 GX3196
 GX3196  VERT ORDER  -  FIRST     CLASS II
 GX3196
 GX3196.The horizontal coordinates were scaled from a topographic map and have
 GX3196.an estimated accuracy of +/- 6 seconds.
 GX3196
 GX3196.The orthometric height was determined by differential leveling
 GX3196.and adjusted by the National Geodetic Survey in June 1991..
 GX3196
 GX3196.The geoid height was determined by GEOID03.
 GX3196
 GX3196.The dynamic height is computed by dividing the NAVD 88
 GX3196.geopotential number by the normal gravity value computed on the
 GX3196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3196.degrees latitude (g = 980.6199 gals.).
 GX3196
 GX3196.The modeled gravity was interpolated from observed gravity values.
 GX3196
 GX3196;                    North         East    Units  Estimated Accuracy
 GX3196;SPC WV S     -    82,310.      644,070.      MT  (+/- 180 meters Scaled)
 GX3196
 GX3196                          SUPERSEDED SURVEY CONTROL
 GX3196
 GX3196.No superseded survey control is available for this station.
 GX3196
 GX3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB440771(NAD 83)
 GX3196_MARKER: DB = BENCH MARK DISK
 GX3196_SETTING: 66 = SET IN ROCK OUTCROP
 GX3196_SP_SET: ROCK OUTCROP
 GX3196_STAMPING: S 325 1984
 GX3196_MARK LOGO: NGS   
 GX3196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3196+STABILITY: POSITION/ELEVATION WELL
 GX3196
 GX3196  HISTORY     - Date     Condition        Report By
 GX3196  HISTORY     - 1984     MONUMENTED       NGS
 GX3196
 GX3196                          STATION DESCRIPTION
 GX3196
 GX3196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3196'4.3 KM (2.65 MI) WEST FROM RONCEVERTE.
 GX3196'0.5 KM (0.3 MI) WEST ALONG U.S. HIGHWAY 219 FROM THE CITY HALL IN
 GX3196'RONCEVERTE, THENCE 3.8 KM (2.35 MI) WEST ALONG STATE HIGHWAY 63 TO THE
 GX3196'MARK ON THE LEFT, 5.18 METERS (17.0 FT) SOUTH OF THE CENTERLINE OF THE
 GX3196'HIGHWAY, 2.10 METERS (6.9 FT) WEST OF THE SOUTH END OF A PIPE CULVERT
 GX3196'UNDER THE HIGHWAY, 1.52 METERS (5.0 FT) EAST OF THE WEST END OF THE
 GX3196'ROCK.
 GX3196'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1227 ***********************************************************************
 JW1227  DESIGNATION -  S 326
 JW1227  PID         -  JW1227
 JW1227  STATE/COUNTY-  WV/BERKELEY
 JW1227  USGS QUAD   -  BIG POOL (1998)
 JW1227
 JW1227                         *CURRENT SURVEY CONTROL
 JW1227  ___________________________________________________________________
 JW1227* NAD 83(1986)-  39 33 14.     (N)    078 01 32.     (W)     SCALED    
 JW1227* NAVD 88     -       150.855  (meters)     494.93   (feet)  ADJUSTED  
 JW1227  ___________________________________________________________________
 JW1227  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JW1227  DYNAMIC HT  -         150.766 (meters)     494.64  (feet)  COMP
 JW1227  MODELED GRAV-     980,031.8   (mgal)                       NAVD 88
 JW1227
 JW1227  VERT ORDER  -  FIRST     CLASS II
 JW1227
 JW1227.The horizontal coordinates were scaled from a topographic map and have
 JW1227.an estimated accuracy of +/- 6 seconds.
 JW1227
 JW1227.The orthometric height was determined by differential leveling
 JW1227.and adjusted by the National Geodetic Survey in June 1991..
 JW1227
 JW1227.The geoid height was determined by GEOID03.
 JW1227
 JW1227.The dynamic height is computed by dividing the NAVD 88
 JW1227.geopotential number by the normal gravity value computed on the
 JW1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1227.degrees latitude (g = 980.6199 gals.).
 JW1227
 JW1227.The modeled gravity was interpolated from observed gravity values.
 JW1227
 JW1227;                    North         East    Units  Estimated Accuracy
 JW1227;SPC WV N     -   118,040.      726,710.      MT  (+/- 180 meters Scaled)
 JW1227
 JW1227                          SUPERSEDED SURVEY CONTROL
 JW1227
 JW1227.No superseded survey control is available for this station.
 JW1227
 JW1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD555824(NAD 83)
 JW1227_MARKER: I = METAL ROD
 JW1227_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1227+WITH SETTING: INFORMATION.
 JW1227_SP_SET: SHALLOW SET METAL ROD
 JW1227_STAMPING: S 326 1983
 JW1227_MARK LOGO: NGS   
 JW1227_PROJECTION: FLUSH
 JW1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1227_ROD/PIPE-DEPTH: 2.1  meters
 JW1227
 JW1227  HISTORY     - Date     Condition        Report By
 JW1227  HISTORY     - 1983     MONUMENTED       NGS
 JW1227
 JW1227                          STATION DESCRIPTION
 JW1227
 JW1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1227'3.3 KM (2.05 MI) WNW FROM HEDGESVILLE.
 JW1227'3.3 KM (2.05 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 9 FROM THE POST
 JW1227'OFFICE IN HEDGESVILLE TO THE MARK ON THE LEFT, NEAR THE NORTHWEST
 JW1227'CORNER OF THE ASSEMBLY OF GOD CHURCH, 34.44 METERS (113.0 FT) SOUTH OF
 JW1227'THE CENTERLINE OF THE HIGHWAY, 2.80 METERS (9.0 FT) NORTH-NORTHWEST OF
 JW1227'AN ELECTRIC LINE LEADING TO AN ELECTRIC METER ON THE WEST FACE OF THE
 JW1227'CHURCH, 1.52 METERS (5.0 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE
 JW1227'CHURCH.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO
 JW1227'REFUSAL AND ANCHORED.
 JW1227'THE MARK IS 1.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3241 ***********************************************************************
 GX3241  DESIGNATION -  S 328
 GX3241  PID         -  GX3241
 GX3241  STATE/COUNTY-  WV/MERCER
 GX3241  USGS QUAD   -  OAKVALE (1977)
 GX3241
 GX3241                         *CURRENT SURVEY CONTROL
 GX3241  ___________________________________________________________________
 GX3241* NAD 83(1986)-  37 20 36.     (N)    080 55 55.     (W)     SCALED    
 GX3241* NAVD 88     -       511.692  (meters)    1678.78   (feet)  ADJUSTED  
 GX3241  ___________________________________________________________________
 GX3241  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX3241  DYNAMIC HT  -         511.251 (meters)    1677.33  (feet)  COMP
 GX3241  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 GX3241
 GX3241  VERT ORDER  -  FIRST     CLASS II
 GX3241
 GX3241.The horizontal coordinates were scaled from a topographic map and have
 GX3241.an estimated accuracy of +/- 6 seconds.
 GX3241
 GX3241.The orthometric height was determined by differential leveling
 GX3241.and adjusted by the National Geodetic Survey in June 1991..
 GX3241
 GX3241.The geoid height was determined by GEOID03.
 GX3241
 GX3241.The dynamic height is computed by dividing the NAVD 88
 GX3241.geopotential number by the normal gravity value computed on the
 GX3241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3241.degrees latitude (g = 980.6199 gals.).
 GX3241
 GX3241.The modeled gravity was interpolated from observed gravity values.
 GX3241
 GX3241;                    North         East    Units  Estimated Accuracy
 GX3241;SPC WV S     -    38,110.      606,030.      MT  (+/- 180 meters Scaled)
 GX3241
 GX3241                          SUPERSEDED SURVEY CONTROL
 GX3241
 GX3241.No superseded survey control is available for this station.
 GX3241
 GX3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB060329(NAD 83)
 GX3241_MARKER: DB = BENCH MARK DISK
 GX3241_SETTING: 66 = SET IN ROCK OUTCROP
 GX3241_SP_SET: ROCK OUTCROP
 GX3241_STAMPING: S 328 1984
 GX3241_MARK LOGO: NGS   
 GX3241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3241+STABILITY: POSITION/ELEVATION WELL
 GX3241
 GX3241  HISTORY     - Date     Condition        Report By
 GX3241  HISTORY     - 1984     MONUMENTED       NGS
 GX3241
 GX3241                          STATION DESCRIPTION
 GX3241
 GX3241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3241'6.8 KM (4.25 MI) WEST FROM GLEN LYN.
 GX3241'2.7 KM (1.65 MI) WEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE IN
 GX3241'GLEN LYN, THENCE 4.2 KM (2.6 MI) WEST ALONG WILLOWTON ROAD TO THE MARK
 GX3241'ON THE RIGHT, SET VERTICALLY IN A ROCK CUT ALONG THE NORFOLK AND
 GX3241'WESTERN RAILROAD, 24.38 METERS (80.0 FT) NORTH OF THE CENTERLINE OF
 GX3241'THE HIGHWAY, 2.68 METERS (8.8 FT) WEST OF RAILROAD MILE POST 328,
 GX3241'2.04 METERS (6.7 FT) NORTH OF THE MOST NORTHERLY RAIL.
 GX3241'THE MARK IS 3.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0168 ***********************************************************************
 JX0168  DESIGNATION -  S 33
 JX0168  PID         -  JX0168
 JX0168  STATE/COUNTY-  WV/TAYLOR
 JX0168  USGS QUAD   -  GRAFTON (1976)
 JX0168
 JX0168                         *CURRENT SURVEY CONTROL
 JX0168  ___________________________________________________________________
 JX0168* NAD 83(1986)-  39 22 06.     (N)    080 02 31.     (W)     SCALED    
 JX0168* NAVD 88     -       299.404  (meters)     982.29   (feet)  ADJUSTED  
 JX0168  ___________________________________________________________________
 JX0168  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JX0168  DYNAMIC HT  -         299.215 (meters)     981.67  (feet)  COMP
 JX0168  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 JX0168
 JX0168  VERT ORDER  -  FIRST     CLASS II
 JX0168
 JX0168.The horizontal coordinates were scaled from a topographic map and have
 JX0168.an estimated accuracy of +/- 6 seconds.
 JX0168
 JX0168.The orthometric height was determined by differential leveling
 JX0168.and adjusted by the National Geodetic Survey in June 1991..
 JX0168
 JX0168.The geoid height was determined by GEOID03.
 JX0168
 JX0168.The dynamic height is computed by dividing the NAVD 88
 JX0168.geopotential number by the normal gravity value computed on the
 JX0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0168.degrees latitude (g = 980.6199 gals.).
 JX0168
 JX0168.The modeled gravity was interpolated from observed gravity values.
 JX0168
 JX0168;                    North         East    Units  Estimated Accuracy
 JX0168;SPC WV N     -    96,540.      553,300.      MT  (+/- 180 meters Scaled)
 JX0168
 JX0168                          SUPERSEDED SURVEY CONTROL
 JX0168
 JX0168  NGVD 29 (??/??/92)  299.594  (m)          982.92   (f) ADJ UNCH    1 2
 JX0168
 JX0168.Superseded values are not recommended for survey control.
 JX0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0168.See file dsdata.txt to determine how the superseded data were derived.
 JX0168
 JX0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND825580(NAD 83)
 JX0168_MARKER: DB = BENCH MARK DISK
 JX0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0168_SP_SET: CULVERT
 JX0168_STAMPING: S 33 1935
 JX0168_MARK LOGO: CGS   
 JX0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0168
 JX0168  HISTORY     - Date     Condition        Report By
 JX0168  HISTORY     - 1935     MONUMENTED       CGS
 JX0168  HISTORY     - 1983     GOOD             NGS
 JX0168
 JX0168                          STATION DESCRIPTION
 JX0168
 JX0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0168'4.7 MI NW FROM GRAFTON.
 JX0168'4.7 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0168'THE STATION AT GRAFTON, TAYLOR COUNTY, 170 FEET SOUTH OF POLE
 JX0168'284+30, 15 FEET WEST OF THE CENTERLINE OF THE WEST MAIN TRACK, AND
 JX0168'IN THE SECOND STEP OF THE SOUTH WINGWALL OF THE WEST ABUTMENT
 JX0168'OF CULVERT 103.  A STANDARD DISK, STAMPED S 33 1935.
 JX0168
 JX0168                          STATION RECOVERY (1983)
 JX0168
 JX0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2825 ***********************************************************************
 HX2825  DESIGNATION -  S 330
 HX2825  PID         -  HX2825
 HX2825  STATE/COUNTY-  WV/JACKSON
 HX2825  USGS QUAD   -  RAVENSWOOD (1994)
 HX2825
 HX2825                         *CURRENT SURVEY CONTROL
 HX2825  ___________________________________________________________________
 HX2825* NAD 83(1986)-  38 55 18.     (N)    081 48 28.     (W)     SCALED    
 HX2825* NAVD 88     -       216.044  (meters)     708.80   (feet)  ADJUSTED  
 HX2825  ___________________________________________________________________
 HX2825  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 HX2825  DYNAMIC HT  -         215.906 (meters)     708.35  (feet)  COMP
 HX2825  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 HX2825
 HX2825  VERT ORDER  -  FIRST     CLASS II
 HX2825
 HX2825.The horizontal coordinates were scaled from a topographic map and have
 HX2825.an estimated accuracy of +/- 6 seconds.
 HX2825
 HX2825.The orthometric height was determined by differential leveling
 HX2825.and adjusted by the National Geodetic Survey in June 1991..
 HX2825
 HX2825.The geoid height was determined by GEOID03.
 HX2825
 HX2825.The dynamic height is computed by dividing the NAVD 88
 HX2825.geopotential number by the normal gravity value computed on the
 HX2825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2825.degrees latitude (g = 980.6199 gals.).
 HX2825
 HX2825.The modeled gravity was interpolated from observed gravity values.
 HX2825
 HX2825;                    North         East    Units  Estimated Accuracy
 HX2825;SPC WV S     -   213,600.      529,950.      MT  (+/- 180 meters Scaled)
 HX2825
 HX2825                          SUPERSEDED SURVEY CONTROL
 HX2825
 HX2825.No superseded survey control is available for this station.
 HX2825
 HX2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD299083(NAD 83)
 HX2825_MARKER: I = METAL ROD
 HX2825_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HX2825+WITH SETTING: INFORMATION.
 HX2825_SP_SET: SHALLOW SET METAL ROD
 HX2825_STAMPING: S 330 1984
 HX2825_MARK LOGO: NGS   
 HX2825_PROJECTION: FLUSH
 HX2825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2825_ROD/PIPE-DEPTH: 2.2  meters
 HX2825
 HX2825  HISTORY     - Date     Condition        Report By
 HX2825  HISTORY     - 1984     MONUMENTED       NGS
 HX2825
 HX2825                          STATION DESCRIPTION
 HX2825
 HX2825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2825'4.1 KM (2.55 MI) NE FROM MILLWOOD.
 HX2825'4.1 KM (2.55 MI) NORTHEAST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 HX2825'IN MILLWOOD TO THE MARK ON THE RIGHT, IN THE FRONT LAWN OF THE KEM GAS
 HX2825'COMPANY, 12.80 METERS (42.0 FT) SOUTH OF THE CENTERLINE OF THE
 HX2825'HIGHWAY, 74.06 METERS (243.0 FT) WEST OF THE CENTERLINE OF PLEASANT
 HX2825'VIEW ROAD, 48.15 METERS (158.0 FT) NORTH-NORTHEAST OF THE NORTHWEST
 HX2825'CORNER OF THE KEM GAS COMPANY BUILDING, 0.76 METER (2.5 FT) NORTH OF
 HX2825'TELEPHONE POLE 186-132.
 HX2825'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2185 ***********************************************************************
 HY2185  DESIGNATION -  S 331
 HY2185  PID         -  HY2185
 HY2185  STATE/COUNTY-  WV/CABELL
 HY2185  USGS QUAD   -  ATHALIA (1985)
 HY2185
 HY2185                         *CURRENT SURVEY CONTROL
 HY2185  ___________________________________________________________________
 HY2185* NAD 83(1986)-  38 35 05.     (N)    082 15 34.     (W)     SCALED    
 HY2185* NAVD 88     -       176.276  (meters)     578.33   (feet)  ADJUSTED  
 HY2185  ___________________________________________________________________
 HY2185  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HY2185  DYNAMIC HT  -         176.161 (meters)     577.95  (feet)  COMP
 HY2185  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 HY2185
 HY2185  VERT ORDER  -  FIRST     CLASS II
 HY2185
 HY2185.The horizontal coordinates were scaled from a topographic map and have
 HY2185.an estimated accuracy of +/- 6 seconds.
 HY2185
 HY2185.The orthometric height was determined by differential leveling
 HY2185.and adjusted by the National Geodetic Survey in June 1991..
 HY2185
 HY2185.The geoid height was determined by GEOID03.
 HY2185
 HY2185.The dynamic height is computed by dividing the NAVD 88
 HY2185.geopotential number by the normal gravity value computed on the
 HY2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2185.degrees latitude (g = 980.6199 gals.).
 HY2185
 HY2185.The modeled gravity was interpolated from observed gravity values.
 HY2185
 HY2185;                    North         East    Units  Estimated Accuracy
 HY2185;SPC WV S     -   176,640.      490,270.      MT  (+/- 180 meters Scaled)
 HY2185
 HY2185                          SUPERSEDED SURVEY CONTROL
 HY2185
 HY2185.No superseded survey control is available for this station.
 HY2185
 HY2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC903714(NAD 83)
 HY2185_MARKER: DB = BENCH MARK DISK
 HY2185_SETTING: 66 = SET IN ROCK OUTCROP
 HY2185_SP_SET: ROCK OUTCROP
 HY2185_STAMPING: S 331 1984
 HY2185_MARK LOGO: NGS   
 HY2185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2185+STABILITY: POSITION/ELEVATION WELL
 HY2185
 HY2185  HISTORY     - Date     Condition        Report By
 HY2185  HISTORY     - 1984     MONUMENTED       NGS
 HY2185
 HY2185                          STATION DESCRIPTION
 HY2185
 HY2185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2185'4.7 KM (2.95 MI) NORTH FROM GREEN BOTTOM.
 HY2185'4.7 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 2 FROM THE GREEN BOTTOM
 HY2185'MISSIONARY BAPTIST CHURCH IN GREEN BOTTOM TO THE MARK ON THE RIGHT, AT
 HY2185'THE BASE AND NEAR THE CENTER OF A LONG ROCK CUT, 32.00 METERS
 HY2185'(105.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 HY2185'THE MARK IS 1.2 METERS  SE FROM A WITNESS POST.
 HY2185'THE MARK IS 2.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1773 ***********************************************************************
 JW1773  DESIGNATION -  S 334
 JW1773  PID         -  JW1773
 JW1773  STATE/COUNTY-  WV/PRESTON
 JW1773  USGS QUAD   -  BRUCETON MILLS (1976)
 JW1773
 JW1773                         *CURRENT SURVEY CONTROL
 JW1773  ___________________________________________________________________
 JW1773* NAD 83(1986)-  39 39 12.     (N)    079 44 05.     (W)     SCALED    
 JW1773* NAVD 88     -       532.643  (meters)    1747.51   (feet)  ADJUSTED  
 JW1773  ___________________________________________________________________
 JW1773  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JW1773  DYNAMIC HT  -         532.312 (meters)    1746.43  (feet)  COMP
 JW1773  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 JW1773
 JW1773  VERT ORDER  -  FIRST     CLASS II
 JW1773
 JW1773.The horizontal coordinates were scaled from a topographic map and have
 JW1773.an estimated accuracy of +/- 6 seconds.
 JW1773
 JW1773.The orthometric height was determined by differential leveling
 JW1773.and adjusted by the National Geodetic Survey in April 1995..
 JW1773
 JW1773.The geoid height was determined by GEOID03.
 JW1773
 JW1773.The dynamic height is computed by dividing the NAVD 88
 JW1773.geopotential number by the normal gravity value computed on the
 JW1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1773.degrees latitude (g = 980.6199 gals.).
 JW1773
 JW1773.The modeled gravity was interpolated from observed gravity values.
 JW1773
 JW1773;                    North         East    Units  Estimated Accuracy
 JW1773;SPC WV N     -   128,070.      579,860.      MT  (+/- 180 meters Scaled)
 JW1773
 JW1773                          SUPERSEDED SURVEY CONTROL
 JW1773
 JW1773.No superseded survey control is available for this station.
 JW1773
 JW1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD085900(NAD 83)
 JW1773_MARKER: DV = VERTICAL CONTROL DISK
 JW1773_SETTING: 66 = SET IN ROCK OUTCROP
 JW1773_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1773_STAMPING: S 334 1993
 JW1773_MARK LOGO: NGS   
 JW1773_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1773+STABILITY: POSITION/ELEVATION WELL
 JW1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1773+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1773
 JW1773  HISTORY     - Date     Condition        Report By
 JW1773  HISTORY     - 1993     MONUMENTED       NGS
 JW1773
 JW1773                          STATION DESCRIPTION
 JW1773
 JW1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1773'16.1 KM (10.00 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1773'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), NEAR THE CENTER
 JW1773'OF A 5 BY 8-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 97.0 M
 JW1773'(318.2 FT) EAST OF THE EAST END OF A GUARDRAIL, 14.6 M (47.9 FT)
 JW1773'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 1.0 M
 JW1773'(3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) NORTH 0F
 JW1773'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0881 ***********************************************************************
 JX0881  DESIGNATION -  S 34
 JX0881  PID         -  JX0881
 JX0881  STATE/COUNTY-  WV/PLEASANTS
 JX0881  USGS QUAD   -  RAVEN ROCK (1994)
 JX0881
 JX0881                         *CURRENT SURVEY CONTROL
 JX0881  ___________________________________________________________________
 JX0881* NAD 83(1986)-  39 23 04.     (N)    081 12 55.     (W)     SCALED    
 JX0881* NAVD 88     -       191.403  (meters)     627.96   (feet)  ADJUSTED  
 JX0881  ___________________________________________________________________
 JX0881  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JX0881  DYNAMIC HT  -         191.288 (meters)     627.58  (feet)  COMP
 JX0881  MODELED GRAV-     980,020.9   (mgal)                       NAVD 88
 JX0881
 JX0881  VERT ORDER  -  FIRST     CLASS II
 JX0881
 JX0881.The horizontal coordinates were scaled from a topographic map and have
 JX0881.an estimated accuracy of +/- 6 seconds.
 JX0881
 JX0881.The orthometric height was determined by differential leveling
 JX0881.and adjusted by the National Geodetic Survey in June 1991..
 JX0881.WARNING-Repeat measurements at this control monument indicate possible
 JX0881.vertical movement.
 JX0881
 JX0881.The geoid height was determined by GEOID03.
 JX0881
 JX0881.The dynamic height is computed by dividing the NAVD 88
 JX0881.geopotential number by the normal gravity value computed on the
 JX0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0881.degrees latitude (g = 980.6199 gals.).
 JX0881
 JX0881.The modeled gravity was interpolated from observed gravity values.
 JX0881
 JX0881;                    North         East    Units  Estimated Accuracy
 JX0881;SPC WV N     -    99,600.      452,240.      MT  (+/- 180 meters Scaled)
 JX0881
 JX0881                          SUPERSEDED SURVEY CONTROL
 JX0881
 JX0881  NGVD 29 (??/??/92)  191.605  (m)          628.62   (f) ADJ UNCH    1 2
 JX0881
 JX0881.Superseded values are not recommended for survey control.
 JX0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0881.See file dsdata.txt to determine how the superseded data were derived.
 JX0881
 JX0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD814594(NAD 83)
 JX0881_MARKER: DB = BENCH MARK DISK
 JX0881_SETTING: 66 = SET IN ROCK OUTCROP
 JX0881_SP_SET: ROCK LEDGE
 JX0881_STAMPING: S 34 1934
 JX0881_MARK LOGO: CGS   
 JX0881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0881+STABILITY: POSITION/ELEVATION WELL
 JX0881
 JX0881  HISTORY     - Date     Condition        Report By
 JX0881  HISTORY     - 1934     MONUMENTED       CGS
 JX0881  HISTORY     - 1957     GOOD             NGS
 JX0881  HISTORY     - 1983     GOOD             NGS
 JX0881
 JX0881                          STATION DESCRIPTION
 JX0881
 JX0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0881'1 MI SW FROM ST MARYS.
 JX0881'ABOUT 0.95 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0881'FROM THE STATION AT ST. MARYS, AT THE EAST END OF A LONG BENCH
 JX0881'CUT ON SOUTH SIDE OF TRACK, SET VERTICALLY IN FACE OF A ROCK
 JX0881'LEDGE ABOUT 12 BY 3 1/2 FEET, 12 FEET SOUTH OF SOUTH RAIL, 72
 JX0881'FEET EAST-SOUTHEAST AND ACROSS TRACK FROM MILE POST 65, 33 FEET
 JX0881'SOUTH AND ACROSS TRACK FROM TELEPHONE POLE NO. 64+32, AND ABOUT
 JX0881'2 1/2 FEET ABOVE LEVEL OF TRACK.
 JX0881
 JX0881                          STATION RECOVERY (1983)
 JX0881
 JX0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0881'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE WITH
 JX0881'THE FOLLOWING CORRECTION.  CHANGE--TELEPHONE POLE 64+32 IS A TELEGRAPH
 JX0881'POLE WITH NO NUMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0280 ***********************************************************************
 GY0280  DESIGNATION -  S 34
 GY0280  PID         -  GY0280
 GY0280  STATE/COUNTY-  WV/MINGO
 GY0280  USGS QUAD   -  BARNABUS (1976)
 GY0280
 GY0280                         *CURRENT SURVEY CONTROL
 GY0280  ___________________________________________________________________
 GY0280* NAD 83(1986)-  37 39 03.     (N)    082 03 05.     (W)     SCALED    
 GY0280* NAVD 88     -       357.173  (meters)    1171.83   (feet)  ADJUSTED  
 GY0280  ___________________________________________________________________
 GY0280  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GY0280  DYNAMIC HT  -         356.897 (meters)    1170.92  (feet)  COMP
 GY0280  MODELED GRAV-     979,846.2   (mgal)                       NAVD 88
 GY0280
 GY0280  VERT ORDER  -  SECOND    CLASS 0
 GY0280
 GY0280.The horizontal coordinates were scaled from a topographic map and have
 GY0280.an estimated accuracy of +/- 6 seconds.
 GY0280
 GY0280.The orthometric height was determined by differential leveling
 GY0280.and adjusted by the National Geodetic Survey in June 1991..
 GY0280
 GY0280.The geoid height was determined by GEOID03.
 GY0280
 GY0280.The dynamic height is computed by dividing the NAVD 88
 GY0280.geopotential number by the normal gravity value computed on the
 GY0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0280.degrees latitude (g = 980.6199 gals.).
 GY0280
 GY0280.The modeled gravity was interpolated from observed gravity values.
 GY0280
 GY0280;                    North         East    Units  Estimated Accuracy
 GY0280;SPC WV S     -    72,760.      507,220.      MT  (+/- 180 meters Scaled)
 GY0280
 GY0280                          SUPERSEDED SURVEY CONTROL
 GY0280
 GY0280  NGVD 29 (??/??/92)  357.376  (m)         1172.49   (f) ADJ UNCH    2 0
 GY0280
 GY0280.Superseded values are not recommended for survey control.
 GY0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0280.See file dsdata.txt to determine how the superseded data were derived.
 GY0280
 GY0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB072675(NAD 83)
 GY0280_MARKER: DB = BENCH MARK DISK
 GY0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0280_STAMPING: S 34 1935
 GY0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0280+STABILITY: SURFACE MOTION
 GY0280
 GY0280  HISTORY     - Date     Condition        Report By
 GY0280  HISTORY     - 1935     MONUMENTED       CGS
 GY0280  HISTORY     - 1957     GOOD             NGS
 GY0280
 GY0280                          STATION DESCRIPTION
 GY0280
 GY0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0280'3.3 MI W FROM MOUNTAIN VIEW.
 GY0280'ABOUT 3.3 MILES WEST ALONG U.S. HIGHWAYS 119 AND 52 FROM THEIR
 GY0280'JUNCTION AT MOUNTAIN VIEW, AT THE WEST END OF A WIDE VALLEY, ABOUT
 GY0280'40 YARDS EAST OF END OF A GUARD RAIL, 26 FEET NORTH OF CENTER
 GY0280'LINE OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY0280'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2277 ***********************************************************************
 GX2277  DESIGNATION -  S 35
 GX2277  PID         -  GX2277
 GX2277  STATE/COUNTY-  WV/LOGAN
 GX2277  USGS QUAD   -  AMHERSTDALE (1989)
 GX2277
 GX2277                         *CURRENT SURVEY CONTROL
 GX2277  ___________________________________________________________________
 GX2277* NAD 83(1986)-  37 52 28.     (N)    081 50 00.     (W)     SCALED    
 GX2277* NAVD 88     -       301.528  (meters)     989.26   (feet)  ADJUSTED  
 GX2277  ___________________________________________________________________
 GX2277  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GX2277  DYNAMIC HT  -         301.306 (meters)     988.53  (feet)  COMP
 GX2277  MODELED GRAV-     979,885.3   (mgal)                       NAVD 88
 GX2277
 GX2277  VERT ORDER  -  SECOND    CLASS 0
 GX2277
 GX2277.The horizontal coordinates were scaled from a topographic map and have
 GX2277.an estimated accuracy of +/- 6 seconds.
 GX2277
 GX2277.The orthometric height was determined by differential leveling
 GX2277.and adjusted by the National Geodetic Survey in June 1991..
 GX2277
 GX2277.The geoid height was determined by GEOID03.
 GX2277
 GX2277.The dynamic height is computed by dividing the NAVD 88
 GX2277.geopotential number by the normal gravity value computed on the
 GX2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2277.degrees latitude (g = 980.6199 gals.).
 GX2277
 GX2277.The modeled gravity was interpolated from observed gravity values.
 GX2277
 GX2277;                    North         East    Units  Estimated Accuracy
 GX2277;SPC WV S     -    97,380.      526,690.      MT  (+/- 180 meters Scaled)
 GX2277
 GX2277                          SUPERSEDED SURVEY CONTROL
 GX2277
 GX2277  NGVD 29 (??/??/92)  301.726  (m)          989.91   (f) ADJ UNCH    2 0
 GX2277
 GX2277.Superseded values are not recommended for survey control.
 GX2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2277.See file dsdata.txt to determine how the superseded data were derived.
 GX2277
 GX2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB267922(NAD 83)
 GX2277_MARKER: DB = BENCH MARK DISK
 GX2277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2277_SP_SET: ABUTMENT
 GX2277_STAMPING: S 35 1935
 GX2277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2277
 GX2277  HISTORY     - Date     Condition        Report By
 GX2277  HISTORY     - 1935     MONUMENTED       CGS
 GX2277  HISTORY     - 1958     GOOD             NGS
 GX2277  HISTORY     - 1973     GOOD             LOCENG
 GX2277
 GX2277                          STATION DESCRIPTION
 GX2277
 GX2277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2277'AT BLAIR.
 GX2277'AT BLAIR, ALONG THE CHESAPEAKE AND OHIO RAILWAY, 53 YARDS
 GX2277'SOUTHEAST OF AND ACROSS U.S. HIGHWAY 119 FROM STATION SIGN BLAIR,
 GX2277'53 1/2 FEET SOUTHEAST OF THE CROSSING OF U.S. HGHWAY 119, IN TOP
 GX2277'OF THE NORTHEAST END OF THE LOWER PART OR BRIDGE SEAT OF THE
 GX2277'SOUTHEAST CONCRETE ABUTMENT FOR RAILWAY BRIDGE 579 ACROSS A SMALL
 GX2277'CREEK BRANCH, 7 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT
 GX2277'3 FEET BELOW THE LEVEL OF THE TRACK.
 GX2277
 GX2277                          STATION RECOVERY (1973)
 GX2277
 GX2277'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2275 ***********************************************************************
 GX2275  DESIGNATION -  S 35 X
 GX2275  PID         -  GX2275
 GX2275  STATE/COUNTY-  WV/LOGAN
 GX2275  USGS QUAD   -  AMHERSTDALE (1989)
 GX2275
 GX2275                         *CURRENT SURVEY CONTROL
 GX2275  ___________________________________________________________________
 GX2275* NAD 83(1986)-  37 51 59.     (N)    081 51 21.     (W)     SCALED    
 GX2275* NAVD 88     -       502.251  (meters)    1647.80   (feet)  ADJUSTED  
 GX2275  ___________________________________________________________________
 GX2275  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GX2275  DYNAMIC HT  -         501.887 (meters)    1646.61  (feet)  COMP
 GX2275  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 GX2275
 GX2275  VERT ORDER  -  SECOND    CLASS 0
 GX2275
 GX2275.The horizontal coordinates were scaled from a topographic map and have
 GX2275.an estimated accuracy of +/- 6 seconds.
 GX2275
 GX2275.The orthometric height was determined by differential leveling
 GX2275.and adjusted by the National Geodetic Survey in June 1991..
 GX2275
 GX2275.The geoid height was determined by GEOID03.
 GX2275
 GX2275.The dynamic height is computed by dividing the NAVD 88
 GX2275.geopotential number by the normal gravity value computed on the
 GX2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2275.degrees latitude (g = 980.6199 gals.).
 GX2275
 GX2275.The modeled gravity was interpolated from observed gravity values.
 GX2275
 GX2275;                    North         East    Units  Estimated Accuracy
 GX2275;SPC WV S     -    96,510.      524,700.      MT  (+/- 180 meters Scaled)
 GX2275
 GX2275                          SUPERSEDED SURVEY CONTROL
 GX2275
 GX2275  NGVD 29 (??/??/92)  502.454  (m)         1648.47   (f) ADJ UNCH    2 0
 GX2275
 GX2275.Superseded values are not recommended for survey control.
 GX2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2275.See file dsdata.txt to determine how the superseded data were derived.
 GX2275
 GX2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB247913(NAD 83)
 GX2275_MARKER: DB = BENCH MARK DISK
 GX2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2275_STAMPING: S 35 X 1935
 GX2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2275+STABILITY: SURFACE MOTION
 GX2275
 GX2275  HISTORY     - Date     Condition        Report By
 GX2275  HISTORY     - 1935     MONUMENTED       CGS
 GX2275  HISTORY     - 1957     GOOD             NGS
 GX2275
 GX2275                          STATION DESCRIPTION
 GX2275
 GX2275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2275'2 MI W FROM BLAIR.
 GX2275'2.0 MILES WEST ALONG U.S. HIGHWAY 119 FROM THE CHESAPEAKE AND
 GX2275'OHIO RAILWAY STATION AT BLAIR, LOGAN COUNTY, AT THE TOP OF BLAIR
 GX2275'MOUNTAIN, 38 YARDS NORTHEAST OF AN ELEVATION SIGN, 43 FEET NORTH
 GX2275'OF A DIRT ROAD, 18-1/2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GX2275'AT THE SOUTH END OF A GUARDRAIL, AND LEVEL WITH THE HIGHWAY.  A
 GX2275'STANDARD DISK, STAMPED S 35 X 1935 AND SET IN THE TOP OF A CONCRETE
 GX2275'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2130 ***********************************************************************
 HX2130  DESIGNATION -  S 37
 HX2130  PID         -  HX2130
 HX2130  STATE/COUNTY-  WV/KANAWHA
 HX2130  USGS QUAD   -  SAINT ALBANS (1976)
 HX2130
 HX2130                         *CURRENT SURVEY CONTROL
 HX2130  ___________________________________________________________________
 HX2130* NAD 83(1986)-  38 23 24.     (N)    081 50 24.     (W)     SCALED    
 HX2130* NAVD 88     -       181.526  (meters)     595.56   (feet)  ADJUSTED  
 HX2130  ___________________________________________________________________
 HX2130  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HX2130  DYNAMIC HT  -         181.401 (meters)     595.15  (feet)  COMP
 HX2130  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 HX2130
 HX2130  VERT ORDER  -  SECOND    CLASS 0
 HX2130
 HX2130.The horizontal coordinates were scaled from a topographic map and have
 HX2130.an estimated accuracy of +/- 6 seconds.
 HX2130
 HX2130.The orthometric height was determined by differential leveling
 HX2130.and adjusted by the National Geodetic Survey in June 1991..
 HX2130
 HX2130.The geoid height was determined by GEOID03.
 HX2130
 HX2130.The dynamic height is computed by dividing the NAVD 88
 HX2130.geopotential number by the normal gravity value computed on the
 HX2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2130.degrees latitude (g = 980.6199 gals.).
 HX2130
 HX2130.The modeled gravity was interpolated from observed gravity values.
 HX2130
 HX2130;                    North         East    Units  Estimated Accuracy
 HX2130;SPC WV S     -   154,610.      526,620.      MT  (+/- 180 meters Scaled)
 HX2130
 HX2130                          SUPERSEDED SURVEY CONTROL
 HX2130
 HX2130  NGVD 29 (??/??/92)  181.727  (m)          596.22   (f) ADJ UNCH    2 0
 HX2130
 HX2130.Superseded values are not recommended for survey control.
 HX2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2130.See file dsdata.txt to determine how the superseded data were derived.
 HX2130
 HX2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC266494(NAD 83)
 HX2130_MARKER: DB = BENCH MARK DISK
 HX2130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2130_SP_SET: BRIDGE SEAT
 HX2130_STAMPING: S 37 1935
 HX2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2130+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 HX2130
 HX2130  HISTORY     - Date     Condition        Report By
 HX2130  HISTORY     - 1935     MONUMENTED       CGS
 HX2130  HISTORY     - 1976     GOOD             NGS
 HX2130  HISTORY     - 20041214 GOOD             INDIV
 HX2130
 HX2130                          STATION DESCRIPTION
 HX2130
 HX2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2130'AT ST ALBANS.
 HX2130'AT ST. ALBANS, KANAWHA COUNTY, ABOUT 0.4 MILE WEST OF THE CHESAPEAKE
 HX2130'AND OHIO RAILWAY STATION, ABOUT 190 YARDS EAST OF SIGNAL 466.0,
 HX2130'AT BRIDGE 466.0 OVER COAL RIVER, IN THE TOP OF THE NORTHEAST
 HX2130'BRIDGE SEAT, 9-2/3 FEET NORTH OF THE NORTH RAIL, AND 7-1/2 FEET
 HX2130'EAST OF MILEPOST FM 466.  A STANDARD DISK, STAMPED S 37 1935.
 HX2130
 HX2130                          STATION RECOVERY (1976)
 HX2130
 HX2130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2130'RECOVERED IN GOOD CONDITION.
 HX2130
 HX2130                          STATION RECOVERY (2004)
 HX2130
 HX2130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0482 ***********************************************************************
 HY0482  DESIGNATION -  S 38
 HY0482  PID         -  HY0482
 HY0482  STATE/COUNTY-  WV/CABELL
 HY0482  USGS QUAD   -  BARBOURSVILLE (1985)
 HY0482
 HY0482                         *CURRENT SURVEY CONTROL
 HY0482  ___________________________________________________________________
 HY0482* NAD 83(1986)-  38 24 39.     (N)    082 17 17.     (W)     SCALED    
 HY0482* NAVD 88     -       177.388  (meters)     581.98   (feet)  ADJUSTED  
 HY0482  ___________________________________________________________________
 HY0482  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HY0482  DYNAMIC HT  -         177.268 (meters)     581.59  (feet)  COMP
 HY0482  MODELED GRAV-     979,948.6   (mgal)                       NAVD 88
 HY0482
 HY0482  VERT ORDER  -  SECOND    CLASS 0
 HY0482
 HY0482.The horizontal coordinates were scaled from a topographic map and have
 HY0482.an estimated accuracy of +/- 6 seconds.
 HY0482
 HY0482.The orthometric height was determined by differential leveling
 HY0482.and adjusted by the National Geodetic Survey in June 1991..
 HY0482
 HY0482.The geoid height was determined by GEOID03.
 HY0482
 HY0482.The dynamic height is computed by dividing the NAVD 88
 HY0482.geopotential number by the normal gravity value computed on the
 HY0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0482.degrees latitude (g = 980.6199 gals.).
 HY0482
 HY0482.The modeled gravity was interpolated from observed gravity values.
 HY0482
 HY0482;                    North         East    Units  Estimated Accuracy
 HY0482;SPC WV S     -   157,370.      487,510.      MT  (+/- 180 meters Scaled)
 HY0482
 HY0482                          SUPERSEDED SURVEY CONTROL
 HY0482
 HY0482  NGVD 29 (??/??/92)  177.567  (m)          582.57   (f) ADJ UNCH    2 0
 HY0482
 HY0482.Superseded values are not recommended for survey control.
 HY0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0482.See file dsdata.txt to determine how the superseded data were derived.
 HY0482
 HY0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC875521(NAD 83)
 HY0482_MARKER: DB = BENCH MARK DISK
 HY0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0482_STAMPING: S 38 1935
 HY0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0482+STABILITY: SURFACE MOTION
 HY0482
 HY0482  HISTORY     - Date     Condition        Report By
 HY0482  HISTORY     - 1935     MONUMENTED       CGS
 HY0482  HISTORY     - 1935     GOOD             NGS
 HY0482
 HY0482                          STATION DESCRIPTION
 HY0482
 HY0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY0482'AT BARBOURSVILLE.
 HY0482'AT BARBOURSVILLE, CABELL COUNTY, ON THE CHESAPEAKE AND OHIO
 HY0482'RAILWAY, 70 YARDS NORTHEAST OF THE NORTHWEST CORNER OF THE
 HY0482'STATION, 85 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE
 HY0482'WATCHMANS TOWER, 13 YARDS EAST OF A TOOL HOUSE, 51 FEET NORTH OF
 HY0482'THE NORTH RAIL OF THE MAIN TRACK, 18 FEET SOUTH OF THE SOUTH RAIL
 HY0482'OF A SPUR TRACK, AT A TRIANGULAR PARK, AND 2 FEET ABOVE THE LEVEL
 HY0482'OF THE TRACK.  A STANDARD DISK, STAMPED S 38 1935 AND SET IN THE
 HY0482'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2163 ***********************************************************************
 HX2163  DESIGNATION -  S 39
 HX2163  PID         -  HX2163
 HX2163  STATE/COUNTY-  WV/BOONE
 HX2163  USGS QUAD   -  RACINE (1976)
 HX2163
 HX2163                         *CURRENT SURVEY CONTROL
 HX2163  ___________________________________________________________________
 HX2163* NAD 83(1986)-  38 07 58.     (N)    081 38 03.     (W)     SCALED    
 HX2163* NAVD 88     -       209.680  (meters)     687.93   (feet)  ADJUSTED  
 HX2163  ___________________________________________________________________
 HX2163  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HX2163  DYNAMIC HT  -         209.528 (meters)     687.43  (feet)  COMP
 HX2163  MODELED GRAV-     979,902.3   (mgal)                       NAVD 88
 HX2163
 HX2163  VERT ORDER  -  SECOND    CLASS 0
 HX2163
 HX2163.The horizontal coordinates were scaled from a topographic map and have
 HX2163.an estimated accuracy of +/- 6 seconds.
 HX2163
 HX2163.The orthometric height was determined by differential leveling
 HX2163.and adjusted by the National Geodetic Survey in June 1991..
 HX2163
 HX2163.The geoid height was determined by GEOID03.
 HX2163
 HX2163.The dynamic height is computed by dividing the NAVD 88
 HX2163.geopotential number by the normal gravity value computed on the
 HX2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2163.degrees latitude (g = 980.6199 gals.).
 HX2163
 HX2163.The modeled gravity was interpolated from observed gravity values.
 HX2163
 HX2163;                    North         East    Units  Estimated Accuracy
 HX2163;SPC WV S     -   125,920.      544,410.      MT  (+/- 180 meters Scaled)
 HX2163
 HX2163                          SUPERSEDED SURVEY CONTROL
 HX2163
 HX2163  NGVD 29 (??/??/92)  209.887  (m)          688.60   (f) ADJ UNCH    2 0
 HX2163
 HX2163.Superseded values are not recommended for survey control.
 HX2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2163.See file dsdata.txt to determine how the superseded data were derived.
 HX2163
 HX2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC444207(NAD 83)
 HX2163_MARKER: DB = BENCH MARK DISK
 HX2163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2163_SP_SET: FOUNDATION
 HX2163_STAMPING: S 39 1935
 HX2163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2163
 HX2163  HISTORY     - Date     Condition        Report By
 HX2163  HISTORY     - 1935     MONUMENTED       CGS
 HX2163  HISTORY     - 1958     GOOD             NGS
 HX2163  HISTORY     - 1973     GOOD             LOCENG
 HX2163
 HX2163                          STATION DESCRIPTION
 HX2163
 HX2163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2163'2.8 MI N FROM SETH.
 HX2163'ABOUT 2.8 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2163'FROM THE STATION AT SETH, ALSO 2.45 MILES SOUTH ALONG THE
 HX2163'RAILWAY FROM THE FLAG STATION AT RACINE, 105 YARDS SOUTHEAST OF
 HX2163'MILE POST 18, SET VERTICALLY IN THE SOUTH-SOUTHWEST FACE OF THE
 HX2163'CONCRETE FOUNDATION FOR A BRICK BUILDING, 1 FOOT ABOVE THE
 HX2163'GROUND, 35.6 FEET NORTHEAST OF THE NORTHEAST RAIL AND ON THE INSIDE
 HX2163'OF A CURVE, 4.6 FEET SOUTHEAST OF THE WEST CORNER OF THE BUILDING,
 HX2163'AND ABOUT 1 FOOT ABOVE THE TRACK.
 HX2163
 HX2163                          STATION RECOVERY (1973)
 HX2163
 HX2163'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0076 ***********************************************************************
 GX0076  DESIGNATION -  S 4
 GX0076  PID         -  GX0076
 GX0076  STATE/COUNTY-  WV/GREENBRIER
 GX0076  USGS QUAD   -  ANTHONY (1995)
 GX0076
 GX0076                         *CURRENT SURVEY CONTROL
 GX0076  ___________________________________________________________________
 GX0076* NAD 83(1986)-  37 59 25.     (N)    080 21 22.     (W)     SCALED    
 GX0076* NAVD 88     -       571.229  (meters)    1874.11   (feet)  ADJUSTED  
 GX0076  ___________________________________________________________________
 GX0076  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX0076  DYNAMIC HT  -         570.767 (meters)    1872.59  (feet)  COMP
 GX0076  MODELED GRAV-     979,801.8   (mgal)                       NAVD 88
 GX0076
 GX0076  VERT ORDER  -  FIRST     CLASS II
 GX0076
 GX0076.The horizontal coordinates were scaled from a topographic map and have
 GX0076.an estimated accuracy of +/- 6 seconds.
 GX0076
 GX0076.The orthometric height was determined by differential leveling
 GX0076.and adjusted by the National Geodetic Survey in June 1991..
 GX0076
 GX0076.The geoid height was determined by GEOID03.
 GX0076
 GX0076.The dynamic height is computed by dividing the NAVD 88
 GX0076.geopotential number by the normal gravity value computed on the
 GX0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0076.degrees latitude (g = 980.6199 gals.).
 GX0076
 GX0076.The modeled gravity was interpolated from observed gravity values.
 GX0076
 GX0076;                    North         East    Units  Estimated Accuracy
 GX0076;SPC WV S     -   110,110.      656,560.      MT  (+/- 180 meters Scaled)
 GX0076
 GX0076                          SUPERSEDED SURVEY CONTROL
 GX0076
 GX0076  NGVD 29 (??/??/92)  571.374  (m)         1874.58   (f) ADJ UNCH    1 2
 GX0076
 GX0076.Superseded values are not recommended for survey control.
 GX0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0076.See file dsdata.txt to determine how the superseded data were derived.
 GX0076
 GX0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC565049(NAD 83)
 GX0076_MARKER: DB = BENCH MARK DISK
 GX0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0076_SP_SET: CONC WALL
 GX0076_STAMPING: S 4 1933
 GX0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0076
 GX0076  HISTORY     - Date     Condition        Report By
 GX0076  HISTORY     - 1933     MONUMENTED       CGS
 GX0076  HISTORY     - 1961     GOOD             NGS
 GX0076  HISTORY     - 1972     MARK NOT FOUND   USGS
 GX0076  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0076  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0076  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0076
 GX0076                          STATION DESCRIPTION
 GX0076
 GX0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0076'AT RENICK.
 GX0076'AT RENICK, ALONG THE CHESAPEAKE AND OHIO RAILWAY, 0.2 MILE
 GX0076'SOUTHWEST OF MILEPOST 25, 47 FEET WEST OF THE SOUTHWEST CORNER OF
 GX0076'THE STATION, 12 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 GX0076'SET ON THE TOP OF THE CONCRETE WALL AROUND THE BLACKTOP STATION
 GX0076'PLATFORM, 90 FEET EAST OF THE WEST END OF THE PLATFORM AND 1 FOOT
 GX0076'ABOVE THE LEVEL OF THE TRACK.
 GX0076
 GX0076                          STATION RECOVERY (1972)
 GX0076
 GX0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GX0076'MARK NOT FOUND.
 GX0076
 GX0076                          STATION RECOVERY (1983)
 GX0076
 GX0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0076'MARK NOT FOUND.
 GX0076
 GX0076                          STATION RECOVERY (1983)
 GX0076
 GX0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0076'MARK NOT FOUND.
 GX0076
 GX0076                          STATION RECOVERY (1983)
 GX0076
 GX0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0076'NOT RECOVERED, CONSIDERED DESTROYED AS THE CONCRETE RETAINING WALL HAS
 GX0076'BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1057 ***********************************************************************
 GX1057  DESIGNATION -  S 40
 GX1057  PID         -  GX1057
 GX1057  STATE/COUNTY-  WV/RALEIGH
 GX1057  USGS QUAD   -  ARNETT (1989)
 GX1057
 GX1057                         *CURRENT SURVEY CONTROL
 GX1057  ___________________________________________________________________
 GX1057* NAD 83(1986)-  37 49 39.     (N)    081 22 45.     (W)     SCALED    
 GX1057* NAVD 88     -       523.350  (meters)    1717.02   (feet)  ADJUSTED  
 GX1057  ___________________________________________________________________
 GX1057  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GX1057  DYNAMIC HT  -         522.938 (meters)    1715.67  (feet)  COMP
 GX1057  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 GX1057
 GX1057  VERT ORDER  -  SECOND    CLASS 0
 GX1057
 GX1057.The horizontal coordinates were scaled from a topographic map and have
 GX1057.an estimated accuracy of +/- 6 seconds.
 GX1057
 GX1057.The orthometric height was determined by differential leveling
 GX1057.and adjusted by the National Geodetic Survey in June 1991..
 GX1057
 GX1057.The geoid height was determined by GEOID03.
 GX1057
 GX1057.The dynamic height is computed by dividing the NAVD 88
 GX1057.geopotential number by the normal gravity value computed on the
 GX1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1057.degrees latitude (g = 980.6199 gals.).
 GX1057
 GX1057.The modeled gravity was interpolated from observed gravity values.
 GX1057
 GX1057;                    North         East    Units  Estimated Accuracy
 GX1057;SPC WV S     -    91,910.      566,620.      MT  (+/- 180 meters Scaled)
 GX1057
 GX1057                          SUPERSEDED SURVEY CONTROL
 GX1057
 GX1057  NGVD 29 (??/??/92)  523.526  (m)         1717.60   (f) ADJ UNCH    2 0
 GX1057
 GX1057.Superseded values are not recommended for survey control.
 GX1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1057.See file dsdata.txt to determine how the superseded data were derived.
 GX1057
 GX1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB666867(NAD 83)
 GX1057_MARKER: DB = BENCH MARK DISK
 GX1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1057_STAMPING: S 40 1935
 GX1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1057+STABILITY: SURFACE MOTION
 GX1057
 GX1057  HISTORY     - Date     Condition        Report By
 GX1057  HISTORY     - 1935     MONUMENTED       CGS
 GX1057
 GX1057                          STATION DESCRIPTION
 GX1057
 GX1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1057'AT DAMERON.
 GX1057'AT DAMERON, ON STATE HIGHWAY 3, ABOUT 125 YARDS EAST OF AND ACROSS
 GX1057'THE HIGHWAY FROM THE J. COOKS RESIDENCE, 24 FEET SOUTH OF THE
 GX1057'CENTERLINE OF THE HIGHWAY, ABOUT 100 YARDS NORTHWEST OF A BARN,
 GX1057'3 FEET NORTH OF A FENCE LINE, AND ABOUT 1 FOOT LOWER THAN THE
 GX1057'HIGHWAY.  A STANDARD DISK, STAMPED S 40 1935 AND SET IN THE TOP
 GX1057'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1114 ***********************************************************************
 GX1114  DESIGNATION -  S 41
 GX1114  PID         -  GX1114
 GX1114  STATE/COUNTY-  WV/RALEIGH
 GX1114  USGS QUAD   -  SHADY SPRING (1976)
 GX1114
 GX1114                         *CURRENT SURVEY CONTROL
 GX1114  ___________________________________________________________________
 GX1114* NAD 83(1986)-  37 42 15.     (N)    081 05 34.     (W)     SCALED    
 GX1114* NAVD 88     -       838.110  (meters)    2749.70   (feet)  ADJUSTED  
 GX1114  ___________________________________________________________________
 GX1114  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX1114  DYNAMIC HT  -         837.392 (meters)    2747.34  (feet)  COMP
 GX1114  MODELED GRAV-     979,744.9   (mgal)                       NAVD 88
 GX1114
 GX1114  VERT ORDER  -  SECOND    CLASS 0
 GX1114
 GX1114.The horizontal coordinates were scaled from a topographic map and have
 GX1114.an estimated accuracy of +/- 6 seconds.
 GX1114
 GX1114.The orthometric height was determined by differential leveling
 GX1114.and adjusted by the National Geodetic Survey in June 1991..
 GX1114
 GX1114.The geoid height was determined by GEOID03.
 GX1114
 GX1114.The dynamic height is computed by dividing the NAVD 88
 GX1114.geopotential number by the normal gravity value computed on the
 GX1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1114.degrees latitude (g = 980.6199 gals.).
 GX1114
 GX1114.The modeled gravity was interpolated from observed gravity values.
 GX1114
 GX1114;                    North         East    Units  Estimated Accuracy
 GX1114;SPC WV S     -    78,160.      591,820.      MT  (+/- 180 meters Scaled)
 GX1114
 GX1114                          SUPERSEDED SURVEY CONTROL
 GX1114
 GX1114  NGVD 29 (??/??/92)  838.24   (m)         2750.1    (f) COMPUTED    2 0
 GX1114
 GX1114.Superseded values are not recommended for survey control.
 GX1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1114.See file dsdata.txt to determine how the superseded data were derived.
 GX1114
 GX1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB918729(NAD 83)
 GX1114_MARKER: DB = BENCH MARK DISK
 GX1114_SETTING: 0 = UNSPECIFIED SETTING
 GX1114_STAMPING: S 41 1935
 GX1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1114
 GX1114  HISTORY     - Date     Condition        Report By
 GX1114  HISTORY     - 1935     MONUMENTED       CGS
 GX1114  HISTORY     - 1960     MARK NOT FOUND   NGS
 GX1114
 GX1114                          STATION DESCRIPTION
 GX1114
 GX1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1114'0.3 MI E FROM SHADY SPRING.
 GX1114'0.3 MILE EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF U.S.
 GX1114'HIGHWAY 19 AND 21 AT SHADY SPRINGS, ABOUT 220 YARDS EAST OF THE
 GX1114'HERMAN AND BILL RESTAURANT, 22 FEET SOUTH OF THE CENTERLINE OF
 GX1114'THE HIGHWAY, 42 FEET EAST OF A GATE, 2-1/2 FEET NORTH OF A FENCE
 GX1114'LINE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1129 ***********************************************************************
 GX1129  DESIGNATION -  S 42
 GX1129  PID         -  GX1129
 GX1129  STATE/COUNTY-  WV/WYOMING
 GX1129  USGS QUAD   -  MULLENS (1976)
 GX1129
 GX1129                         *CURRENT SURVEY CONTROL
 GX1129  ___________________________________________________________________
 GX1129* NAD 83(1986)-  37 34 54.     (N)    081 22 46.     (W)     SCALED    
 GX1129* NAVD 88     -       433.560  (meters)    1422.44   (feet)  ADJUSTED  
 GX1129  ___________________________________________________________________
 GX1129  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX1129  DYNAMIC HT  -         433.205 (meters)    1421.27  (feet)  COMP
 GX1129  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 GX1129
 GX1129  VERT ORDER  -  SECOND    CLASS 0
 GX1129
 GX1129.The horizontal coordinates were scaled from a topographic map and have
 GX1129.an estimated accuracy of +/- 6 seconds.
 GX1129
 GX1129.The orthometric height was determined by differential leveling
 GX1129.and adjusted by the National Geodetic Survey in June 1991..
 GX1129
 GX1129.The geoid height was determined by GEOID03.
 GX1129
 GX1129.The dynamic height is computed by dividing the NAVD 88
 GX1129.geopotential number by the normal gravity value computed on the
 GX1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1129.degrees latitude (g = 980.6199 gals.).
 GX1129
 GX1129.The modeled gravity was interpolated from observed gravity values.
 GX1129
 GX1129;                    North         East    Units  Estimated Accuracy
 GX1129;SPC WV S     -    64,630.      566,490.      MT  (+/- 180 meters Scaled)
 GX1129
 GX1129                          SUPERSEDED SURVEY CONTROL
 GX1129
 GX1129  NGVD 29 (??/??/92)  433.71   (m)         1422.9    (f) COMPUTED    2 0
 GX1129
 GX1129.Superseded values are not recommended for survey control.
 GX1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1129.See file dsdata.txt to determine how the superseded data were derived.
 GX1129
 GX1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB664594(NAD 83)
 GX1129_MARKER: DB = BENCH MARK DISK
 GX1129_SETTING: 0 = UNSPECIFIED SETTING
 GX1129_STAMPING: S 42 1935
 GX1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1129
 GX1129  HISTORY     - Date     Condition        Report By
 GX1129  HISTORY     - 1935     MONUMENTED       CGS
 GX1129  HISTORY     - 1958     MARK NOT FOUND   NGS
 GX1129
 GX1129                          STATION DESCRIPTION
 GX1129
 GX1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1129'AT MULLENS.
 GX1129'AT MULLENS, 72 YARDS SOUTH OF THE SOUTH END OF THE VIRGINIAN
 GX1129'RAILWAY STATION, 50 YARDS NORTHWEST OF THE POWER PLANT OF AN
 GX1129'ELECTRIC TRAIN SHOP, 45 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 GX1129'BRIDGE, 18 FEET EAST OF THE EAST RAIL, AND ABOUT 1/2 FOOT LOWER
 GX1129'THAN THE TRACK.  A STANDARD DISK, STAMPED S 42 1935.  NOTE-- THE
 GX1129'RAILROAD HAS BEEN RAISED ABOUT THREE FEET SINCE 1940, AND THE
 GX1129'MEASUREMENTS SEEM TO BE INADEQUATE, UNABLE TO LOCATE AFTER A
 GX1129'CONSIDERABLE AMOUNT OF DIGGING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1169 ***********************************************************************
 GX1169  DESIGNATION -  S 43
 GX1169  PID         -  GX1169
 GX1169  STATE/COUNTY-  WV/RALEIGH
 GX1169  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1169
 GX1169                         *CURRENT SURVEY CONTROL
 GX1169  ___________________________________________________________________
 GX1169* NAD 83(1986)-  37 43 12.     (N)    081 13 11.     (W)     SCALED    
 GX1169* NAVD 88     -       691.188  (meters)    2267.67   (feet)  ADJUSTED  
 GX1169  ___________________________________________________________________
 GX1169  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1169  DYNAMIC HT  -         690.609 (meters)    2265.77  (feet)  COMP
 GX1169  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GX1169
 GX1169  VERT ORDER  -  SECOND    CLASS 0
 GX1169
 GX1169.The horizontal coordinates were scaled from a topographic map and have
 GX1169.an estimated accuracy of +/- 6 seconds.
 GX1169
 GX1169.The orthometric height was determined by differential leveling
 GX1169.and adjusted by the National Geodetic Survey in June 1991..
 GX1169
 GX1169.The geoid height was determined by GEOID03.
 GX1169
 GX1169.The dynamic height is computed by dividing the NAVD 88
 GX1169.geopotential number by the normal gravity value computed on the
 GX1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1169.degrees latitude (g = 980.6199 gals.).
 GX1169
 GX1169.The modeled gravity was interpolated from observed gravity values.
 GX1169
 GX1169;                    North         East    Units  Estimated Accuracy
 GX1169;SPC WV S     -    79,940.      580,630.      MT  (+/- 180 meters Scaled)
 GX1169
 GX1169                          SUPERSEDED SURVEY CONTROL
 GX1169
 GX1169  NGVD 29 (??/??/92)  691.326  (m)         2268.13   (f) ADJ UNCH    2 0
 GX1169
 GX1169.Superseded values are not recommended for survey control.
 GX1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1169.See file dsdata.txt to determine how the superseded data were derived.
 GX1169
 GX1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB806747(NAD 83)
 GX1169_MARKER: DB = BENCH MARK DISK
 GX1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1169_STAMPING: S 43 1935
 GX1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1169+STABILITY: SURFACE MOTION
 GX1169
 GX1169  HISTORY     - Date     Condition        Report By
 GX1169  HISTORY     - 1935     MONUMENTED       CGS
 GX1169  HISTORY     - 1960     GOOD             NGS
 GX1169
 GX1169                          STATION DESCRIPTION
 GX1169
 GX1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1169'AT PEMBERTON.
 GX1169'AT PEMBERTON, ALONG THE VIRGINIAN RAILWAY, ABOUT 75 YARDS EAST
 GX1169'AND ACROSS BLACK TOP ROAD NO. 29 FROM THE NORTHEAST CORNER OF THE
 GX1169'RAILROAD STATION, 40 FEET NORTH OF NORTH RAIL OF MAIN TRACK, 128
 GX1169'FEET NORTHEAST OF CENTER OF CROSSING OF MAIN TRACK AND ROAD NO.
 GX1169'29, 45 FEET SOUTH AND ABOUT 15 FEET BELOW A LONE 24-INCH WHITE
 GX1169'PINE TREE, 11 FEET SOUTHWEST OF A SMALL APPLE TREE, ABOUT 1 FOOT
 GX1169'ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GX1169'ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2192 ***********************************************************************
 GX2192  DESIGNATION -  S 44
 GX2192  PID         -  GX2192
 GX2192  STATE/COUNTY-  WV/WYOMING
 GX2192  USGS QUAD   -  MATHENY (1976)
 GX2192
 GX2192                         *CURRENT SURVEY CONTROL
 GX2192  ___________________________________________________________________
 GX2192* NAD 83(1986)-  37 40 10.     (N)    081 34 30.     (W)     SCALED    
 GX2192* NAVD 88     -       414.597  (meters)    1360.22   (feet)  ADJUSTED  
 GX2192  ___________________________________________________________________
 GX2192  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX2192  DYNAMIC HT  -         414.266 (meters)    1359.14  (feet)  COMP
 GX2192  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 GX2192
 GX2192  VERT ORDER  -  SECOND    CLASS 0
 GX2192
 GX2192.The horizontal coordinates were scaled from a topographic map and have
 GX2192.an estimated accuracy of +/- 6 seconds.
 GX2192
 GX2192.The orthometric height was determined by differential leveling
 GX2192.and adjusted by the National Geodetic Survey in June 1991..
 GX2192
 GX2192.The geoid height was determined by GEOID03.
 GX2192
 GX2192.The dynamic height is computed by dividing the NAVD 88
 GX2192.geopotential number by the normal gravity value computed on the
 GX2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2192.degrees latitude (g = 980.6199 gals.).
 GX2192
 GX2192.The modeled gravity was interpolated from observed gravity values.
 GX2192
 GX2192;                    North         East    Units  Estimated Accuracy
 GX2192;SPC WV S     -    74,460.      549,270.      MT  (+/- 180 meters Scaled)
 GX2192
 GX2192                          SUPERSEDED SURVEY CONTROL
 GX2192
 GX2192  NGVD 29 (??/??/92)  414.764  (m)         1360.77   (f) ADJ UNCH    2 0
 GX2192
 GX2192.Superseded values are not recommended for survey control.
 GX2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2192.See file dsdata.txt to determine how the superseded data were derived.
 GX2192
 GX2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB492692(NAD 83)
 GX2192_MARKER: DB = BENCH MARK DISK
 GX2192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2192_SP_SET: BRIDGE
 GX2192_STAMPING: S 44 1935
 GX2192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2192
 GX2192  HISTORY     - Date     Condition        Report By
 GX2192  HISTORY     - 1935     MONUMENTED       CGS
 GX2192  HISTORY     - 1958     GOOD             NGS
 GX2192  HISTORY     - 1963     GOOD             AEROS
 GX2192  HISTORY     - 20030202 MARK NOT FOUND   INDIV
 GX2192
 GX2192                          STATION DESCRIPTION
 GX2192
 GX2192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2192'AT JESSE.
 GX2192'AT JESSE, 0.15 MILE NORTHWEST ALONG STATE HIGHWAY 10 FROM
 GX2192'THE BRIDGE OVER LAUREL FORK, 0.15 MILE SOUTHEAST OF THE JUNCTION
 GX2192'OF GLEN DANIEL ROAD, AT THE JUNCTION OF A DIM DRIVE NORTHEAST
 GX2192'TO AN OLD UN-PAINTED BARN, 30 FEET NORTHEAST OF THE CENTER LINE
 GX2192'OF THE HIGHWAY, 157 FEET NORTHWEST OF THE NORTHWEST END OF THE
 GX2192'NORTHEAST HEAD WALL FOR A 10-FOOT CONCRETE BOX CULVERT, 96 FEET
 GX2192'SOUTHEAST OF THE SOUTH CORNER OF THE BARN, 20 1/2 FEET NORTHWEST
 GX2192'OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF A FENCE LINE, 6 FEET
 GX2192'SOUTHEAST OF CENTER LINE OF DIM DRIVE, 2 FEET NORTHWEST OF A
 GX2192'WITNESS POST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GX2192
 GX2192                          STATION RECOVERY (1963)
 GX2192
 GX2192'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2192'RECOVERED IN GOOD CONDITION.
 GX2192
 GX2192                          STATION RECOVERY (2003)
 GX2192
 GX2192'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0928 ***********************************************************************
 HY0928  DESIGNATION -  S 45
 HY0928  PID         -  HY0928
 HY0928  STATE/COUNTY-  WV/WAYNE
 HY0928  USGS QUAD   -  LOUISA (1993)
 HY0928
 HY0928                         *CURRENT SURVEY CONTROL
 HY0928  ___________________________________________________________________
 HY0928* NAD 83(1986)-  38 05 28.     (N)    082 34 55.     (W)     SCALED    
 HY0928* NAVD 88     -       176.733  (meters)     579.83   (feet)  ADJUSTED  
 HY0928  ___________________________________________________________________
 HY0928  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HY0928  DYNAMIC HT  -         176.609 (meters)     579.42  (feet)  COMP
 HY0928  MODELED GRAV-     979,924.0   (mgal)                       NAVD 88
 HY0928
 HY0928  VERT ORDER  -  SECOND    CLASS 0
 HY0928
 HY0928.The horizontal coordinates were scaled from a topographic map and have
 HY0928.an estimated accuracy of +/- 6 seconds.
 HY0928
 HY0928.The orthometric height was determined by differential leveling
 HY0928.and adjusted by the National Geodetic Survey in June 1991..
 HY0928
 HY0928.The geoid height was determined by GEOID03.
 HY0928
 HY0928.The dynamic height is computed by dividing the NAVD 88
 HY0928.geopotential number by the normal gravity value computed on the
 HY0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0928.degrees latitude (g = 980.6199 gals.).
 HY0928
 HY0928.The modeled gravity was interpolated from observed gravity values.
 HY0928
 HY0928;                    North         East    Units  Estimated Accuracy
 HY0928;SPC WV S     -   122,290.      461,240.      MT  (+/- 180 meters Scaled)
 HY0928
 HY0928                          SUPERSEDED SURVEY CONTROL
 HY0928
 HY0928  NGVD 29 (??/??/92)  176.951  (m)          580.55   (f) ADJ UNCH    2 0
 HY0928
 HY0928.Superseded values are not recommended for survey control.
 HY0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0928.See file dsdata.txt to determine how the superseded data were derived.
 HY0928
 HY0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC612171(NAD 83)
 HY0928_MARKER: DB = BENCH MARK DISK
 HY0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0928_STAMPING: S 45 1935
 HY0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0928+STABILITY: SURFACE MOTION
 HY0928
 HY0928  HISTORY     - Date     Condition        Report By
 HY0928  HISTORY     - 1935     MONUMENTED       CGS
 HY0928  HISTORY     - 1942     GOOD             NGS
 HY0928
 HY0928                          STATION DESCRIPTION
 HY0928
 HY0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HY0928'2 MI SE FROM FORT GAY.
 HY0928'2.0 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 HY0928'FROM THE STATION AT FORT GAY, WAYNE COUNTY, 0.2 MILE SOUTH
 HY0928'OF MILEPOST NA 32, 14 RAILS NORTH OF SEMAPHORE S 316, AT A
 HY0928'DIRT-ROAD CROSSING, 29 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HY0928'DIRT ROAD, 20.3 FEET EAST OF THE EAST RAIL, 23 FEET WEST OF
 HY0928'A FENCE LINE, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.
 HY0928'A STANDARD DISK, STAMPED S 45 1935 AND SET IN THE TOP OF A
 HY0928'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2225 ***********************************************************************
 GX2225  DESIGNATION -  S 45 X
 GX2225  PID         -  GX2225
 GX2225  STATE/COUNTY-  WV/LOGAN
 GX2225  USGS QUAD   -  LOGAN (1989)
 GX2225
 GX2225                         *CURRENT SURVEY CONTROL
 GX2225  ___________________________________________________________________
 GX2225* NAD 83(1986)-  37 49 38.     (N)    081 57 08.     (W)     SCALED    
 GX2225* NAVD 88     -       206.335  (meters)     676.95   (feet)  ADJUSTED  
 GX2225  ___________________________________________________________________
 GX2225  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GX2225  DYNAMIC HT  -         206.184 (meters)     676.46  (feet)  COMP
 GX2225  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 GX2225
 GX2225  VERT ORDER  -  SECOND    CLASS 0
 GX2225
 GX2225.The horizontal coordinates were scaled from a topographic map and have
 GX2225.an estimated accuracy of +/- 6 seconds.
 GX2225
 GX2225.The orthometric height was determined by differential leveling
 GX2225.and adjusted by the National Geodetic Survey in June 1991..
 GX2225
 GX2225.The geoid height was determined by GEOID03.
 GX2225
 GX2225.The dynamic height is computed by dividing the NAVD 88
 GX2225.geopotential number by the normal gravity value computed on the
 GX2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2225.degrees latitude (g = 980.6199 gals.).
 GX2225
 GX2225.The modeled gravity was interpolated from observed gravity values.
 GX2225
 GX2225;                    North         East    Units  Estimated Accuracy
 GX2225;SPC WV S     -    92,240.      516,170.      MT  (+/- 180 meters Scaled)
 GX2225
 GX2225                          SUPERSEDED SURVEY CONTROL
 GX2225
 GX2225  NGVD 29 (??/??/92)  206.554  (m)          677.67   (f) ADJ UNCH    2 0
 GX2225
 GX2225.Superseded values are not recommended for survey control.
 GX2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2225.See file dsdata.txt to determine how the superseded data were derived.
 GX2225
 GX2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB162870(NAD 83)
 GX2225_MARKER: DB = BENCH MARK DISK
 GX2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2225_STAMPING: S 45 X 1935
 GX2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2225+STABILITY: SURFACE MOTION
 GX2225
 GX2225  HISTORY     - Date     Condition        Report By
 GX2225  HISTORY     - 1935     MONUMENTED       CGS
 GX2225
 GX2225                          STATION DESCRIPTION
 GX2225
 GX2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2225'1.7 MI SE FROM STOLLINGS.
 GX2225'1.7 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX2225'STOLLINGS, LOGAN COUNTY, 150 YARDS SOUTHEAST OF MILEPOST B 69,
 GX2225'ON STATE HIGHWAY 10, 90 YARDS NORTH OF A GULF SERVICE STRATION,
 GX2225'31.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 GX2225'THE HIGHWAY.  A STANDARD DISK, STAMPED S 45 X 1935 AND SET IN THE
 GX2225'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0057 ***********************************************************************
 GY0057  DESIGNATION -  S 46
 GY0057  PID         -  GY0057
 GY0057  STATE/COUNTY-  WV/MINGO
 GY0057  USGS QUAD   -  NAUGATUCK (1975)
 GY0057
 GY0057                         *CURRENT SURVEY CONTROL
 GY0057  ___________________________________________________________________
 GY0057* NAD 83(1986)-  37 46 28.     (N)    082 19 18.     (W)     SCALED    
 GY0057* NAVD 88     -       194.835  (meters)     639.22   (feet)  ADJUSTED  
 GY0057  ___________________________________________________________________
 GY0057  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GY0057  DYNAMIC HT  -         194.693 (meters)     638.76  (feet)  COMP
 GY0057  MODELED GRAV-     979,892.6   (mgal)                       NAVD 88
 GY0057
 GY0057  VERT ORDER  -  SECOND    CLASS 0
 GY0057
 GY0057.The horizontal coordinates were scaled from a topographic map and have
 GY0057.an estimated accuracy of +/- 6 seconds.
 GY0057
 GY0057.The orthometric height was determined by differential leveling
 GY0057.and adjusted by the National Geodetic Survey in June 1991..
 GY0057
 GY0057.The geoid height was determined by GEOID03.
 GY0057
 GY0057.The dynamic height is computed by dividing the NAVD 88
 GY0057.geopotential number by the normal gravity value computed on the
 GY0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0057.degrees latitude (g = 980.6199 gals.).
 GY0057
 GY0057.The modeled gravity was interpolated from observed gravity values.
 GY0057
 GY0057;                    North         East    Units  Estimated Accuracy
 GY0057;SPC WV S     -    86,780.      483,570.      MT  (+/- 180 meters Scaled)
 GY0057
 GY0057                          SUPERSEDED SURVEY CONTROL
 GY0057
 GY0057  NGVD 29 (??/??/92)  195.059  (m)          639.96   (f) ADJ UNCH    2 0
 GY0057
 GY0057.Superseded values are not recommended for survey control.
 GY0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0057.See file dsdata.txt to determine how the superseded data were derived.
 GY0057
 GY0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB836816(NAD 83)
 GY0057_MARKER: DB = BENCH MARK DISK
 GY0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0057_STAMPING: S 46 1935
 GY0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0057+STABILITY: SURFACE MOTION
 GY0057
 GY0057  HISTORY     - Date     Condition        Report By
 GY0057  HISTORY     - 1935     MONUMENTED       CGS
 GY0057
 GY0057                          STATION DESCRIPTION
 GY0057
 GY0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0057'2 MI SE FROM NAUGATUCK.
 GY0057'2.0 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0057'THE STATION AT NAUGATUCK, MINGO COUNTY, ABOUT 1/4 MILE NORTHWEST
 GY0057'OF MILEPOST N 482, AT THE JOE DAVIS RESIDENCE IN 1935, AT THE
 GY0057'WEST CORNER OF THE YARD, 34 FEET NORTHEAST OF THE NORTHEAST RAIL,
 GY0057'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 GY0057'S 46 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0137 ***********************************************************************
 GY0137  DESIGNATION -  S 47
 GY0137  PID         -  GY0137
 GY0137  STATE/COUNTY-  WV/MINGO
 GY0137  USGS QUAD   -  MAJESTIC (1977)
 GY0137
 GY0137                         *CURRENT SURVEY CONTROL
 GY0137  ___________________________________________________________________
 GY0137* NAD 83(1986)-  37 32 22.     (N)    082 03 47.     (W)     SCALED    
 GY0137* NAVD 88     -       230.497  (meters)     756.22   (feet)  ADJUSTED  
 GY0137  ___________________________________________________________________
 GY0137  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY0137  DYNAMIC HT  -         230.319 (meters)     755.64  (feet)  COMP
 GY0137  MODELED GRAV-     979,853.1   (mgal)                       NAVD 88
 GY0137
 GY0137  VERT ORDER  -  SECOND    CLASS 0
 GY0137
 GY0137.The horizontal coordinates were scaled from a topographic map and have
 GY0137.an estimated accuracy of +/- 6 seconds.
 GY0137
 GY0137.The orthometric height was determined by differential leveling
 GY0137.and adjusted by the National Geodetic Survey in June 1991..
 GY0137
 GY0137.The geoid height was determined by GEOID03.
 GY0137
 GY0137.The dynamic height is computed by dividing the NAVD 88
 GY0137.geopotential number by the normal gravity value computed on the
 GY0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0137.degrees latitude (g = 980.6199 gals.).
 GY0137
 GY0137.The modeled gravity was interpolated from observed gravity values.
 GY0137
 GY0137;                    North         East    Units  Estimated Accuracy
 GY0137;SPC WV S     -    60,410.      506,050.      MT  (+/- 180 meters Scaled)
 GY0137
 GY0137                          SUPERSEDED SURVEY CONTROL
 GY0137
 GY0137  NGVD 29 (??/??/92)  230.712  (m)          756.93   (f) ADJ UNCH    2 0
 GY0137
 GY0137.Superseded values are not recommended for survey control.
 GY0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0137.See file dsdata.txt to determine how the superseded data were derived.
 GY0137
 GY0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB060552(NAD 83)
 GY0137_MARKER: DB = BENCH MARK DISK
 GY0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0137_STAMPING: S 47 1935
 GY0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0137+STABILITY: SURFACE MOTION
 GY0137
 GY0137  HISTORY     - Date     Condition        Report By
 GY0137  HISTORY     - 1935     MONUMENTED       CGS
 GY0137  HISTORY     - 1957     MARK NOT FOUND   NGS
 GY0137
 GY0137                          STATION DESCRIPTION
 GY0137
 GY0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0137'AT DEVON.
 GY0137'AT DEVON, ON THE NORFOLK AND WESTERN RAILWAY, ABOUT 190 YARDS
 GY0137'NORTH OF THE STATION, 0.15 MILE SOUTH OF MILEPOST N 447, 21.5
 GY0137'FEET WEST OF THE WEST RAIL OF A SPUR TRACK, 33.8 FEET EAST OF THE
 GY0137'FRONT ENTRANCE TO THE SAVOY HOTEL, 18.6 FEET EAST OF THE CENTERLINE
 GY0137'OF A STREET, AND ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL.  A
 GY0137'STANDARD DISK, STAMPED S 47 1935 AND SET IN THE TOP OF A CONCRETE
 GY0137'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1615 ***********************************************************************
 GX1615  DESIGNATION -  S 48
 GX1615  PID         -  GX1615
 GX1615  STATE/COUNTY-  WV/MCDOWELL
 GX1615  USGS QUAD   -  IAEGER (1976)
 GX1615
 GX1615                         *CURRENT SURVEY CONTROL
 GX1615  ___________________________________________________________________
 GX1615* NAD 83(1986)-  37 27 36.     (N)    081 45 14.     (W)     SCALED    
 GX1615* NAVD 88     -       312.113  (meters)    1023.99   (feet)  ADJUSTED  
 GX1615  ___________________________________________________________________
 GX1615  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX1615  DYNAMIC HT  -         311.863 (meters)    1023.17  (feet)  COMP
 GX1615  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 GX1615
 GX1615  VERT ORDER  -  SECOND    CLASS 0
 GX1615
 GX1615.The horizontal coordinates were scaled from a topographic map and have
 GX1615.an estimated accuracy of +/- 6 seconds.
 GX1615
 GX1615.The orthometric height was determined by differential leveling
 GX1615.and adjusted by the National Geodetic Survey in June 1991..
 GX1615
 GX1615.The geoid height was determined by GEOID03.
 GX1615
 GX1615.The dynamic height is computed by dividing the NAVD 88
 GX1615.geopotential number by the normal gravity value computed on the
 GX1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1615.degrees latitude (g = 980.6199 gals.).
 GX1615
 GX1615.The modeled gravity was interpolated from observed gravity values.
 GX1615
 GX1615;                    North         East    Units  Estimated Accuracy
 GX1615;SPC WV S     -    51,330.      533,300.      MT  (+/- 180 meters Scaled)
 GX1615
 GX1615                          SUPERSEDED SURVEY CONTROL
 GX1615
 GX1615  NGVD 29 (??/??/92)  312.302  (m)         1024.61   (f) ADJ UNCH    2 0
 GX1615
 GX1615.Superseded values are not recommended for survey control.
 GX1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1615.See file dsdata.txt to determine how the superseded data were derived.
 GX1615
 GX1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB333461(NAD 83)
 GX1615_MARKER: DB = BENCH MARK DISK
 GX1615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1615_SP_SET: HEADWALL
 GX1615_STAMPING: S 48 1935
 GX1615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1615
 GX1615  HISTORY     - Date     Condition        Report By
 GX1615  HISTORY     - 1935     MONUMENTED       CGS
 GX1615
 GX1615                          STATION DESCRIPTION
 GX1615
 GX1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1615'0.2 MI NW FROM WILMORE.
 GX1615'0.2 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1615'THE STATION AT WILMORE, MCDOWELL COUNTY, 4 RAILS EAST OF
 GX1615'MILEPOST N 418, 40 FEET WEST OF CATENARY BRIDGE 417-51, AT A
 GX1615'CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE NORTH
 GX1615'HEADWALL, 8.3 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT
 GX1615'BELOW THE LEVEL OF THE RAIL.  A STANDARD DISK, STAMPED S 48 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1288 ***********************************************************************
 GX1288  DESIGNATION -  S 49 RESET 1972
 GX1288  PID         -  GX1288
 GX1288  STATE/COUNTY-  WV/MCDOWELL
 GX1288  USGS QUAD   -  KEYSTONE (1976)
 GX1288
 GX1288                         *CURRENT SURVEY CONTROL
 GX1288  ___________________________________________________________________
 GX1288* NAD 83(1986)-  37 24 56.     (N)    081 26 07.     (W)     SCALED    
 GX1288* NAVD 88     -       520.07   (+/-2cm)    1706.3    (feet)  VERTCON   
 GX1288  ___________________________________________________________________
 GX1288  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GX1288
 GX1288  VERT ORDER  -  THIRD (See Below)
 GX1288
 GX1288.The horizontal coordinates were scaled from a topographic map and have
 GX1288.an estimated accuracy of +/- 6 seconds.
 GX1288
 GX1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX1288.The vertical order pertains to the NGVD 29 superseded value.
 GX1288
 GX1288.The geoid height was determined by GEOID03.
 GX1288
 GX1288;                    North         East    Units  Estimated Accuracy
 GX1288;SPC WV S     -    46,210.      561,470.      MT  (+/- 180 meters Scaled)
 GX1288
 GX1288                          SUPERSEDED SURVEY CONTROL
 GX1288
 GX1288  NGVD 29 (09/25/03)  520.20   (m)         1706.7    (f) RESET       3  
 GX1288
 GX1288.Superseded values are not recommended for survey control.
 GX1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1288.See file dsdata.txt to determine how the superseded data were derived.
 GX1288
 GX1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB614410(NAD 83)
 GX1288_MARKER: DD = SURVEY DISK
 GX1288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1288_SP_SET: BRIDGE
 GX1288_STAMPING: S 49 RESET 1972
 GX1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1288
 GX1288  HISTORY     - Date     Condition        Report By
 GX1288  HISTORY     - 1972     MONUMENTED       NWRR
 GX1288
 GX1288                          STATION DESCRIPTION
 GX1288
 GX1288'DESCRIBED BY NORFOLK AND WESTERN RR 1972
 GX1288'AT NORTH FORK.
 GX1288'AT NORTH FORK, ON THE NORFOLK AND WESTERN RAILWAY, SOUTH OF
 GX1288'MILEPOST 386, SET ON TOP OF THE NORTHEAST WINGWALL OF THE WEST
 GX1288'ABUTMENT OF RAILROAD BRIDGE 877 AND 6.8 FEET NORTH OF THE NORTH
 GX1288'RAIL OF THE WEST-BOUND MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2282 ***********************************************************************
 HX2282  DESIGNATION -  S 5
 HX2282  PID         -  HX2282
 HX2282  STATE/COUNTY-  WV/PUTNAM
 HX2282  USGS QUAD   -  WINFIELD (1989)
 HX2282
 HX2282                         *CURRENT SURVEY CONTROL
 HX2282  ___________________________________________________________________
 HX2282* NAD 83(1986)-  38 32 47.     (N)    081 57 08.     (W)     SCALED    
 HX2282* NAVD 88     -       175.627  (meters)     576.20   (feet)  ADJUSTED  
 HX2282  ___________________________________________________________________
 HX2282  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HX2282  DYNAMIC HT  -         175.510 (meters)     575.82  (feet)  COMP
 HX2282  MODELED GRAV-     979,956.6   (mgal)                       NAVD 88
 HX2282
 HX2282  VERT ORDER  -  FIRST     CLASS II
 HX2282
 HX2282.The horizontal coordinates were scaled from a topographic map and have
 HX2282.an estimated accuracy of +/- 6 seconds.
 HX2282
 HX2282.The orthometric height was determined by differential leveling
 HX2282.and adjusted by the National Geodetic Survey in June 1991..
 HX2282
 HX2282.The geoid height was determined by GEOID03.
 HX2282
 HX2282.The dynamic height is computed by dividing the NAVD 88
 HX2282.geopotential number by the normal gravity value computed on the
 HX2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2282.degrees latitude (g = 980.6199 gals.).
 HX2282
 HX2282.The modeled gravity was interpolated from observed gravity values.
 HX2282
 HX2282;                    North         East    Units  Estimated Accuracy
 HX2282;SPC WV S     -   172,060.      516,990.      MT  (+/- 180 meters Scaled)
 HX2282
 HX2282                          SUPERSEDED SURVEY CONTROL
 HX2282
 HX2282  NGVD 29 (??/??/92)  175.83   (m)          576.9    (f) COMPUTED    1 2
 HX2282
 HX2282.Superseded values are not recommended for survey control.
 HX2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2282.See file dsdata.txt to determine how the superseded data were derived.
 HX2282
 HX2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC170668(NAD 83)
 HX2282_MARKER: DB = BENCH MARK DISK
 HX2282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2282_SP_SET: ABUTMENT
 HX2282_STAMPING: S-5 1933
 HX2282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2282
 HX2282  HISTORY     - Date     Condition        Report By
 HX2282  HISTORY     - 1933     MONUMENTED       CGS
 HX2282
 HX2282                          STATION DESCRIPTION
 HX2282
 HX2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX2282'0.2 MI S FROM RUMNER.
 HX2282'0.2 MI S OF RUMER ON CORNING - CHARLESTON BRANCH NYCRR W END
 HX2282'OF S ABUTMENT OF RR BRIDGE 964 OVER BUFFALO CREEK, 30 YDS W
 HX2282'CENTER LINE OF HYWAY, 2 YDS W CENTER LINE OF TRACK AND 1 FT
 HX2282'BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2283 ***********************************************************************
 HX2283  DESIGNATION -  S 5 RESET 1954
 HX2283  PID         -  HX2283
 HX2283  STATE/COUNTY-  WV/PUTNAM
 HX2283  USGS QUAD   -  WINFIELD (1989)
 HX2283
 HX2283                         *CURRENT SURVEY CONTROL
 HX2283  ___________________________________________________________________
 HX2283* NAD 83(1986)-  38 32 44.     (N)    081 57 08.     (W)     SCALED    
 HX2283* NAVD 88     -       174.416  (meters)     572.23   (feet)  ADJUSTED  
 HX2283  ___________________________________________________________________
 HX2283  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HX2283  DYNAMIC HT  -         174.299 (meters)     571.85  (feet)  COMP
 HX2283  MODELED GRAV-     979,956.5   (mgal)                       NAVD 88
 HX2283
 HX2283  VERT ORDER  -  SECOND    CLASS 0
 HX2283
 HX2283.The horizontal coordinates were scaled from a topographic map and have
 HX2283.an estimated accuracy of +/- 6 seconds.
 HX2283
 HX2283.The orthometric height was determined by differential leveling
 HX2283.and adjusted by the National Geodetic Survey in June 1991..
 HX2283
 HX2283.The geoid height was determined by GEOID03.
 HX2283
 HX2283.The dynamic height is computed by dividing the NAVD 88
 HX2283.geopotential number by the normal gravity value computed on the
 HX2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2283.degrees latitude (g = 980.6199 gals.).
 HX2283
 HX2283.The modeled gravity was interpolated from observed gravity values.
 HX2283
 HX2283;                    North         East    Units  Estimated Accuracy
 HX2283;SPC WV S     -   171,970.      516,990.      MT  (+/- 180 meters Scaled)
 HX2283
 HX2283                          SUPERSEDED SURVEY CONTROL
 HX2283
 HX2283  NGVD 29 (??/??/92)  174.62   (m)          572.9    (f) COMPUTED    2 0
 HX2283
 HX2283.Superseded values are not recommended for survey control.
 HX2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2283.See file dsdata.txt to determine how the superseded data were derived.
 HX2283
 HX2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC170667(NAD 83)
 HX2283_MARKER: DB = BENCH MARK DISK
 HX2283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2283_SP_SET: PIER CAPSTONE
 HX2283_STAMPING: S 5 RESET 1954
 HX2283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2283
 HX2283  HISTORY     - Date     Condition        Report By
 HX2283  HISTORY     - 1954     MONUMENTED       CGS
 HX2283  HISTORY     - 1956     GOOD             NGS
 HX2283  HISTORY     - 1976     GOOD             NGS
 HX2283  HISTORY     - 19990813 GOOD             JCLS
 HX2283
 HX2283                          STATION DESCRIPTION
 HX2283
 HX2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2283'0.8 MI SE FROM RUMNER.
 HX2283'ABOUT 0.75 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX2283'THE STATION AT RUMNER, IN THE TOP OF CONCRETE CAP STONE OF SOUTHEAST
 HX2283'STONE PIER OF RAILROAD BRIDGE OVER BUFFALO CREEK, 3 1/2 FEET
 HX2283'SOUTHWEST OF SOUTHWEST RAIL, 1 3/4 FEET NORTHEAST OF SOUTHWEST END
 HX2283'OF CAPSTONE, 2 1/2 FEET SOUTHEAST OF NORTHWEST FACE OF CAPSTONE,
 HX2283'ABOUT 6 1/2 FEET BELOW LEVEL OF TRACK AND UNDER BOARD WALK OF
 HX2283'BRIDGE.  NOTE-- IT IS UNKNOWN WHO RESET THIS MARK.
 HX2283
 HX2283                          STATION RECOVERY (1976)
 HX2283
 HX2283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2283'RECOVERED IN GOOD CONDITION.
 HX2283
 HX2283                          STATION RECOVERY (1999)
 HX2283
 HX2283'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 HX2283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0493 ***********************************************************************
 HY0493  DESIGNATION -  S 50
 HY0493  PID         -  HY0493
 HY0493  STATE/COUNTY-  WV/LOGAN
 HY0493  USGS QUAD   -  BIG CREEK (1962)
 HY0493
 HY0493                         *CURRENT SURVEY CONTROL
 HY0493  ___________________________________________________________________
 HY0493* NAD 83(1986)-  38 00 54.     (N)    082 03 42.     (W)     SCALED    
 HY0493* NAVD 88     -       192.420  (meters)     631.30   (feet)  ADJUSTED  
 HY0493  ___________________________________________________________________
 HY0493  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HY0493  DYNAMIC HT  -         192.280 (meters)     630.84  (feet)  COMP
 HY0493  MODELED GRAV-     979,899.6   (mgal)                       NAVD 88
 HY0493
 HY0493  VERT ORDER  -  SECOND    CLASS 0
 HY0493
 HY0493.The horizontal coordinates were scaled from a topographic map and have
 HY0493.an estimated accuracy of +/- 6 seconds.
 HY0493
 HY0493.The orthometric height was determined by differential leveling
 HY0493.and adjusted by the National Geodetic Survey in June 1991..
 HY0493
 HY0493.The geoid height was determined by GEOID03.
 HY0493
 HY0493.The dynamic height is computed by dividing the NAVD 88
 HY0493.geopotential number by the normal gravity value computed on the
 HY0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0493.degrees latitude (g = 980.6199 gals.).
 HY0493
 HY0493.The modeled gravity was interpolated from observed gravity values.
 HY0493
 HY0493;                    North         East    Units  Estimated Accuracy
 HY0493;SPC WV S     -   113,190.      506,780.      MT  (+/- 180 meters Scaled)
 HY0493
 HY0493                          SUPERSEDED SURVEY CONTROL
 HY0493
 HY0493  NGVD 29 (??/??/92)  192.633  (m)          632.00   (f) ADJ UNCH    2 0
 HY0493
 HY0493.Superseded values are not recommended for survey control.
 HY0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0493.See file dsdata.txt to determine how the superseded data were derived.
 HY0493
 HY0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC068080(NAD 83)
 HY0493_MARKER: DB = BENCH MARK DISK
 HY0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0493_SP_SET: CULVERT
 HY0493_STAMPING: S 50 1935
 HY0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0493
 HY0493  HISTORY     - Date     Condition        Report By
 HY0493  HISTORY     - 1935     MONUMENTED       CGS
 HY0493  HISTORY     - 1957     GOOD             NGS
 HY0493
 HY0493                          STATION DESCRIPTION
 HY0493
 HY0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0493'1.8 MI NW FROM BIG CREEK.
 HY0493'ABOUT 1.8 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0493'FROM THE STATION AT BIG CREEK, ABOUT 0.4 MILE NORTHEAST OF
 HY0493'MILE POST 48, ABOUT 115 YARDS SOUTHWEST OF LINCOLN-LOGAN COUNTY
 HY0493'LINE, 10 FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK,
 HY0493'14 FEET SOUTHEAST OF CENTER LINE OF STATE HIGHWAY 10, IN THE TOP
 HY0493'OF SOUTHWEST END OF SOUTHEAST CONCRETE HEAD WALL OF A 15-INCH PIPE
 HY0493'CULVERT UNDER HIGHWAY AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0532 ***********************************************************************
 HY0532  DESIGNATION -  S 51
 HY0532  PID         -  HY0532
 HY0532  STATE/COUNTY-  WV/CABELL
 HY0532  USGS QUAD   -  BARBOURSVILLE (1985)
 HY0532
 HY0532                         *CURRENT SURVEY CONTROL
 HY0532  ___________________________________________________________________
 HY0532* NAD 83(1986)-  38 23 24.     (N)    082 18 51.     (W)     SCALED    
 HY0532* NAVD 88     -       172.942  (meters)     567.39   (feet)  ADJUSTED  
 HY0532  ___________________________________________________________________
 HY0532  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HY0532  DYNAMIC HT  -         172.824 (meters)     567.01  (feet)  COMP
 HY0532  MODELED GRAV-     979,946.2   (mgal)                       NAVD 88
 HY0532
 HY0532  VERT ORDER  -  SECOND    CLASS 0
 HY0532
 HY0532.The horizontal coordinates were scaled from a topographic map and have
 HY0532.an estimated accuracy of +/- 6 seconds.
 HY0532
 HY0532.The orthometric height was determined by differential leveling
 HY0532.and adjusted by the National Geodetic Survey in June 1991..
 HY0532
 HY0532.The geoid height was determined by GEOID03.
 HY0532
 HY0532.The dynamic height is computed by dividing the NAVD 88
 HY0532.geopotential number by the normal gravity value computed on the
 HY0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0532.degrees latitude (g = 980.6199 gals.).
 HY0532
 HY0532.The modeled gravity was interpolated from observed gravity values.
 HY0532
 HY0532;                    North         East    Units  Estimated Accuracy
 HY0532;SPC WV S     -   155,090.      485,200.      MT  (+/- 180 meters Scaled)
 HY0532
 HY0532                          SUPERSEDED SURVEY CONTROL
 HY0532
 HY0532  NGVD 29 (??/??/92)  173.127  (m)          568.00   (f) ADJ UNCH    2 0
 HY0532
 HY0532.Superseded values are not recommended for survey control.
 HY0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0532.See file dsdata.txt to determine how the superseded data were derived.
 HY0532
 HY0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC852499(NAD 83)
 HY0532_MARKER: DB = BENCH MARK DISK
 HY0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0532_STAMPING: S 51 1935
 HY0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0532+STABILITY: SURFACE MOTION
 HY0532
 HY0532  HISTORY     - Date     Condition        Report By
 HY0532  HISTORY     - 1935     MONUMENTED       CGS
 HY0532  HISTORY     - 1956     MARK NOT FOUND   NGS
 HY0532
 HY0532                          STATION DESCRIPTION
 HY0532
 HY0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0532'3.3 MI S FROM BARBOURSVILLE.
 HY0532'3.3 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY0532'STATION AT BARBOURSVILLE, CABELL COUNTY, 0.3 MILE SOUTH OF
 HY0532'MILEPOST B 3, 24 FEET EAST OF THE EAST RAIL, 9-1/2 FEET SOUTH
 HY0532'OF THE CENTERLINE OF A LANE, 4 FEET WEST OF A FENCE LINE, AND
 HY0532'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HY0532'S 51 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HY0532
 HY0532                          STATION RECOVERY (1956)
 HY0532
 HY0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HY0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0267 ***********************************************************************
 GY0267  DESIGNATION -  S 52
 GY0267  PID         -  GY0267
 GY0267  STATE/COUNTY-  WV/MINGO
 GY0267  USGS QUAD   -  DELBARTON (1976)
 GY0267
 GY0267                         *CURRENT SURVEY CONTROL
 GY0267  ___________________________________________________________________
 GY0267* NAD 83(1986)-  37 40 12.     (N)    082 10 12.     (W)     SCALED    
 GY0267* NAVD 88     -       253.217  (meters)     830.76   (feet)  ADJUSTED  
 GY0267  ___________________________________________________________________
 GY0267  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GY0267  DYNAMIC HT  -         253.029 (meters)     830.15  (feet)  COMP
 GY0267  MODELED GRAV-     979,881.8   (mgal)                       NAVD 88
 GY0267
 GY0267  VERT ORDER  -  SECOND    CLASS 0
 GY0267
 GY0267.The horizontal coordinates were scaled from a topographic map and have
 GY0267.an estimated accuracy of +/- 6 seconds.
 GY0267
 GY0267.The orthometric height was determined by differential leveling
 GY0267.and adjusted by the National Geodetic Survey in June 1991..
 GY0267.WARNING-Repeat measurements at this control monument indicate possible
 GY0267.vertical movement.
 GY0267
 GY0267.The geoid height was determined by GEOID03.
 GY0267
 GY0267.The dynamic height is computed by dividing the NAVD 88
 GY0267.geopotential number by the normal gravity value computed on the
 GY0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0267.degrees latitude (g = 980.6199 gals.).
 GY0267
 GY0267.The modeled gravity was interpolated from observed gravity values.
 GY0267
 GY0267;                    North         East    Units  Estimated Accuracy
 GY0267;SPC WV S     -    75,010.      496,780.      MT  (+/- 180 meters Scaled)
 GY0267
 GY0267                          SUPERSEDED SURVEY CONTROL
 GY0267
 GY0267  NGVD 29 (??/??/92)  253.443  (m)          831.50   (f) ADJ UNCH    2 0
 GY0267
 GY0267.Superseded values are not recommended for survey control.
 GY0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0267.See file dsdata.txt to determine how the superseded data were derived.
 GY0267
 GY0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB968698(NAD 83)
 GY0267_MARKER: DD = SURVEY DISK
 GY0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0267_STAMPING: S 52
 GY0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0267+STABILITY: SURFACE MOTION
 GY0267
 GY0267  HISTORY     - Date     Condition        Report By
 GY0267  HISTORY     - UNK      MONUMENTED       WVGS
 GY0267  HISTORY     - 1957     GOOD             NGS
 GY0267
 GY0267                          STATION DESCRIPTION
 GY0267
 GY0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0267'1.3 MI NW FROM TAYLORSVILLE.
 GY0267'ABOUT 1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION
 GY0267'OF RED JACKET ROAD AT TAYLORSVILLE, 22 FEET SOUTHWEST OF CENTER
 GY0267'LINE OF HIGHWAY, 69 FEET SOUTHEAST OF POWER POLE NO. 944-37,
 GY0267'163 FEET SOUTHEAST OF EAST CORNER OF THOMAS M. FARRELL RESIDENCE,
 GY0267'143 FEET SOUTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND A DRIVE
 GY0267'NORTHEAST TO A COAL TIPPLE, 4 FEET SOUTHEAST OF A 36-INCH GUM
 GY0267'TREE, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GY0267'POST ABOUT 6 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1702 ***********************************************************************
 HX1702  DESIGNATION -  S 6
 HX1702  PID         -  HX1702
 HX1702  STATE/COUNTY-  WV/WIRT
 HX1702  USGS QUAD   -  REEDY (1975)
 HX1702
 HX1702                         *CURRENT SURVEY CONTROL
 HX1702  ___________________________________________________________________
 HX1702* NAD 83(1986)-  38 59 02.     (N)    081 24 00.     (W)     SCALED    
 HX1702* NAVD 88     -       210.864  (meters)     691.81   (feet)  ADJUSTED  
 HX1702  ___________________________________________________________________
 HX1702  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HX1702  DYNAMIC HT  -         210.730 (meters)     691.37  (feet)  COMP
 HX1702  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 HX1702
 HX1702  VERT ORDER  -  SECOND    CLASS 0
 HX1702
 HX1702.The horizontal coordinates were scaled from a topographic map and have
 HX1702.an estimated accuracy of +/- 6 seconds.
 HX1702
 HX1702.The orthometric height was determined by differential leveling
 HX1702.and adjusted by the National Geodetic Survey in June 1991..
 HX1702.WARNING-Repeat measurements at this control monument indicate possible
 HX1702.vertical movement.
 HX1702
 HX1702.The geoid height was determined by GEOID03.
 HX1702
 HX1702.The dynamic height is computed by dividing the NAVD 88
 HX1702.geopotential number by the normal gravity value computed on the
 HX1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1702.degrees latitude (g = 980.6199 gals.).
 HX1702
 HX1702.The modeled gravity was interpolated from observed gravity values.
 HX1702
 HX1702;                    North         East    Units  Estimated Accuracy
 HX1702;SPC WV N     -    55,460.      435,380.      MT  (+/- 180 meters Scaled)
 HX1702
 HX1702                          SUPERSEDED SURVEY CONTROL
 HX1702
 HX1702  NGVD 29 (??/??/92)  211.024  (m)          692.33   (f) ADJ UNCH    2 0
 HX1702
 HX1702.Superseded values are not recommended for survey control.
 HX1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1702.See file dsdata.txt to determine how the superseded data were derived.
 HX1702
 HX1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD653150(NAD 83)
 HX1702_MARKER: DB = BENCH MARK DISK
 HX1702_SETTING: 66 = SET IN ROCK OUTCROP
 HX1702_SP_SET: ROCK CUT
 HX1702_STAMPING: S 6 1933
 HX1702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1702+STABILITY: POSITION/ELEVATION WELL
 HX1702
 HX1702  HISTORY     - Date     Condition        Report By
 HX1702  HISTORY     - 1933     MONUMENTED       CGS
 HX1702  HISTORY     - 1941     GOOD             NGS
 HX1702
 HX1702                          STATION DESCRIPTION
 HX1702
 HX1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HX1702'3.5 MI S FROM PALESTINE.
 HX1702'3.5 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 HX1702'PALESTINE, WIRT COUNTY, 4.1 MILES NORTH OF THE BRIDGE OVER LEE
 HX1702'RUN AT LUCILE, ABOUT 160 YARDS SOUTH OF THE SOUTH END OF THE
 HX1702'STEEL BRIDGE OVER REEDY CREEK, ABOUT 184 FEET NORTH OF THE SOUTH
 HX1702'END OF A 25-FOOT CUT, IN THE ROCK FACE OF THE CUT, 19.4 FEET
 HX1702'EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 5.5 FEET HIGHER
 HX1702'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 6 1933 AND SET
 HX1702'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0374 ***********************************************************************
 JW0374  DESIGNATION -  S 60
 JW0374  PID         -  JW0374
 JW0374  STATE/COUNTY-  WV/HARDY
 JW0374  USGS QUAD   -  NEEDMORE (1970)
 JW0374
 JW0374                         *CURRENT SURVEY CONTROL
 JW0374  ___________________________________________________________________
 JW0374* NAD 83(1986)-  39 05 40.     (N)    078 49 59.     (W)     SCALED    
 JW0374* NAVD 88     -       629.094  (meters)    2063.95   (feet)  ADJUSTED  
 JW0374  ___________________________________________________________________
 JW0374  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JW0374  DYNAMIC HT  -         628.687 (meters)    2062.62  (feet)  COMP
 JW0374  MODELED GRAV-     979,959.4   (mgal)                       NAVD 88
 JW0374
 JW0374  VERT ORDER  -  SECOND    CLASS 0
 JW0374
 JW0374.The horizontal coordinates were scaled from a topographic map and have
 JW0374.an estimated accuracy of +/- 6 seconds.
 JW0374
 JW0374.The orthometric height was determined by differential leveling
 JW0374.and adjusted by the National Geodetic Survey in June 1991..
 JW0374
 JW0374.The geoid height was determined by GEOID03.
 JW0374
 JW0374.The dynamic height is computed by dividing the NAVD 88
 JW0374.geopotential number by the normal gravity value computed on the
 JW0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0374.degrees latitude (g = 980.6199 gals.).
 JW0374
 JW0374.The modeled gravity was interpolated from observed gravity values.
 JW0374
 JW0374;                    North         East    Units  Estimated Accuracy
 JW0374;SPC WV N     -    66,210.      657,700.      MT  (+/- 180 meters Scaled)
 JW0374
 JW0374                          SUPERSEDED SURVEY CONTROL
 JW0374
 JW0374  NGVD 29 (??/??/92)  629.252  (m)         2064.47   (f) ADJ UNCH    2 0
 JW0374
 JW0374.Superseded values are not recommended for survey control.
 JW0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0374.See file dsdata.txt to determine how the superseded data were derived.
 JW0374
 JW0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD873294(NAD 83)
 JW0374_MARKER: DB = BENCH MARK DISK
 JW0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0374_STAMPING: S 60 1935
 JW0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0374+STABILITY: SURFACE MOTION
 JW0374
 JW0374  HISTORY     - Date     Condition        Report By
 JW0374  HISTORY     - 1935     MONUMENTED       CGS
 JW0374  HISTORY     - 1962     GOOD             NGS
 JW0374
 JW0374                          STATION DESCRIPTION
 JW0374
 JW0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JW0374'8.1 MI NW FROM BAKER.
 JW0374'8.1 MILES NORTHWEST ALONG FORMER STATE HIGHWAY 23 FROM THE BAKER
 JW0374'RUN BRIDGE AT BAKER, HARDY COUNTY, BETWEEN TWO CUTS, 300 FEET
 JW0374'WEST OF THE JUNCTION OF A ROAD LEADING NORTHEAST, AT A SMALL
 JW0374'DRAW AT THE SIDE OF A MOUNTAIN, 45 FEET SOUTH OF THE CENTERLINE
 JW0374'OF THE HIGHWAY, 25 FEET EAST OF THE CENTER OF A GATE AND AN OLD
 JW0374'ROAD, AND 25 FEET SOUTH OF THE SOUTH END OF THE CONCRETE HEADWALL
 JW0374'OF A CULVERT.  A STANDARD DISK, STAMPED S 60 1935 AND SET IN THE
 JW0374'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1676 ***********************************************************************
 HW1676  DESIGNATION -  S 61
 HW1676  PID         -  HW1676
 HW1676  STATE/COUNTY-  WV/PENDLETON
 HW1676  USGS QUAD   -  REDDISH KNOB (1984)
 HW1676
 HW1676                         *CURRENT SURVEY CONTROL
 HW1676  ___________________________________________________________________
 HW1676* NAD 83(1986)-  38 28 39.     (N)    079 14 13.     (W)     SCALED    
 HW1676* NAVD 88     -      1057.141  (meters)    3468.30   (feet)  ADJUSTED  
 HW1676  ___________________________________________________________________
 HW1676  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HW1676  DYNAMIC HT  -        1056.224 (meters)    3465.29  (feet)  COMP
 HW1676  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 HW1676
 HW1676  VERT ORDER  -  SECOND    CLASS 0
 HW1676
 HW1676.The horizontal coordinates were scaled from a topographic map and have
 HW1676.an estimated accuracy of +/- 6 seconds.
 HW1676
 HW1676.The orthometric height was determined by differential leveling
 HW1676.and adjusted by the National Geodetic Survey in June 1991..
 HW1676
 HW1676.The geoid height was determined by GEOID03.
 HW1676
 HW1676.The dynamic height is computed by dividing the NAVD 88
 HW1676.geopotential number by the normal gravity value computed on the
 HW1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1676.degrees latitude (g = 980.6199 gals.).
 HW1676
 HW1676.The modeled gravity was interpolated from observed gravity values.
 HW1676
 HW1676;                    North         East    Units  Estimated Accuracy
 HW1676;SPC WV S     -   165,450.      753,830.      MT  (+/- 180 meters Scaled)
 HW1676
 HW1676                          SUPERSEDED SURVEY CONTROL
 HW1676
 HW1676  NGVD 29 (??/??/92) 1057.166  (m)         3468.39   (f) ADJ UNCH    2 0
 HW1676
 HW1676.Superseded values are not recommended for survey control.
 HW1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1676.See file dsdata.txt to determine how the superseded data were derived.
 HW1676
 HW1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC537602(NAD 83)
 HW1676_MARKER: DB = BENCH MARK DISK
 HW1676_SETTING: 66 = SET IN ROCK OUTCROP
 HW1676_SP_SET: ROCK MASONRY
 HW1676_STAMPING: S 61 1935
 HW1676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1676+STABILITY: POSITION/ELEVATION WELL
 HW1676
 HW1676  HISTORY     - Date     Condition        Report By
 HW1676  HISTORY     - 1935     MONUMENTED       CGS
 HW1676  HISTORY     - 1967     MARK NOT FOUND   USGS
 HW1676
 HW1676                          STATION DESCRIPTION
 HW1676
 HW1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1676'7.1 MI SE FROM SUGAR GROVE.
 HW1676'7.1 MILES SOUTHEAST ALONG ROAD 25 FROM SUGAR GROVE, PENDLETON
 HW1676'COUNTY, 18 FEET EAST OF THE CENTERLINE OF THE ROAD, 18 INCHES
 HW1676'WEST OF A STONE-MASONRY DRINKING FOUNTAIN, 12 INCHES NORTH OF A
 HW1676'DRAIN TROUGH FROM THE FOUNTAIN, 10 INCHES EAST OF THE EAST EDGE
 HW1676'OF THE WATER TROUGH, AND IN THE ROCK MASONRY.  A STANDARD DISK,
 HW1676'STAMPED S 61 1935.
 HW1676
 HW1676                          STATION RECOVERY (1967)
 HW1676
 HW1676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HW1676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1913 ***********************************************************************
 HX1913  DESIGNATION -  S 7
 HX1913  PID         -  HX1913
 HX1913  STATE/COUNTY-  WV/KANAWHA
 HX1913  USGS QUAD   -  CLENDENIN (1976)
 HX1913
 HX1913                         *CURRENT SURVEY CONTROL
 HX1913  ___________________________________________________________________
 HX1913* NAD 83(1986)-  38 29 17.     (N)    081 20 56.     (W)     SCALED    
 HX1913* NAVD 88     -       192.590  (meters)     631.86   (feet)  ADJUSTED  
 HX1913  ___________________________________________________________________
 HX1913  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HX1913  DYNAMIC HT  -         192.458 (meters)     631.42  (feet)  COMP
 HX1913  MODELED GRAV-     979,940.0   (mgal)                       NAVD 88
 HX1913
 HX1913  VERT ORDER  -  SECOND    CLASS 0
 HX1913
 HX1913.The horizontal coordinates were scaled from a topographic map and have
 HX1913.an estimated accuracy of +/- 6 seconds.
 HX1913
 HX1913.The orthometric height was determined by differential leveling
 HX1913.and adjusted by the National Geodetic Survey in June 1991..
 HX1913
 HX1913.The geoid height was determined by GEOID03.
 HX1913
 HX1913.The dynamic height is computed by dividing the NAVD 88
 HX1913.geopotential number by the normal gravity value computed on the
 HX1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1913.degrees latitude (g = 980.6199 gals.).
 HX1913
 HX1913.The modeled gravity was interpolated from observed gravity values.
 HX1913
 HX1913;                    North         East    Units  Estimated Accuracy
 HX1913;SPC WV S     -   165,220.      569,560.      MT  (+/- 180 meters Scaled)
 HX1913
 HX1913                          SUPERSEDED SURVEY CONTROL
 HX1913
 HX1913  NGVD 29 (??/??/92)  192.772  (m)          632.45   (f) ADJ UNCH    2 0
 HX1913
 HX1913.Superseded values are not recommended for survey control.
 HX1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1913.See file dsdata.txt to determine how the superseded data were derived.
 HX1913
 HX1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC695600(NAD 83)
 HX1913_MARKER: DB = BENCH MARK DISK
 HX1913_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1913_SP_SET: BUILDING
 HX1913_STAMPING: S 7 1933
 HX1913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1913
 HX1913  HISTORY     - Date     Condition        Report By
 HX1913  HISTORY     - 1933     MONUMENTED       CGS
 HX1913
 HX1913                          STATION DESCRIPTION
 HX1913
 HX1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1913'AT CLENDENNIN.
 HX1913'AT CLENDENNIN, KANAWHA COUNTY, ABOUT 3.5 RAILS EAST OF THE EAST
 HX1913'END OF THE BALTIMORE AND OHIO RAILROAD STATION, ABOUT 10 YARDS
 HX1913'SOUTH OF THE SOUTH RAIL, IN THE NORTH FACE OF THE WEST VIRGINIA
 HX1913'HERALD BUILDING, AND ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD
 HX1913'DISK, STAMPED S 7 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1705 ***********************************************************************
 HX1705  DESIGNATION -  S 76
 HX1705  PID         -  HX1705
 HX1705  STATE/COUNTY-  WV/WIRT
 HX1705  USGS QUAD   -  REEDY (1975)
 HX1705
 HX1705                         *CURRENT SURVEY CONTROL
 HX1705  ___________________________________________________________________
 HX1705* NAD 83(1986)-  38 57 57.     (N)    081 23 11.     (W)     SCALED    
 HX1705* NAVD 88     -       197.221  (meters)     647.05   (feet)  ADJUSTED  
 HX1705  ___________________________________________________________________
 HX1705  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HX1705  DYNAMIC HT  -         197.094 (meters)     646.63  (feet)  COMP
 HX1705  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 HX1705
 HX1705  VERT ORDER  -  SECOND    CLASS 0
 HX1705
 HX1705.The horizontal coordinates were scaled from a topographic map and have
 HX1705.an estimated accuracy of +/- 6 seconds.
 HX1705
 HX1705.The orthometric height was determined by differential leveling
 HX1705.and adjusted by the National Geodetic Survey in June 1991..
 HX1705
 HX1705.The geoid height was determined by GEOID03.
 HX1705
 HX1705.The dynamic height is computed by dividing the NAVD 88
 HX1705.geopotential number by the normal gravity value computed on the
 HX1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1705.degrees latitude (g = 980.6199 gals.).
 HX1705
 HX1705.The modeled gravity was interpolated from observed gravity values.
 HX1705
 HX1705;                    North         East    Units  Estimated Accuracy
 HX1705;SPC WV N     -    53,430.      436,520.      MT  (+/- 180 meters Scaled)
 HX1705
 HX1705                          SUPERSEDED SURVEY CONTROL
 HX1705
 HX1705  NGVD 29 (??/??/92)  197.378  (m)          647.56   (f) ADJ UNCH    2 0
 HX1705
 HX1705.Superseded values are not recommended for survey control.
 HX1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1705.See file dsdata.txt to determine how the superseded data were derived.
 HX1705
 HX1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD665130(NAD 83)
 HX1705_MARKER: DB = BENCH MARK DISK
 HX1705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1705_SP_SET: CULVERT
 HX1705_STAMPING: S 76 1941
 HX1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1705
 HX1705  HISTORY     - Date     Condition        Report By
 HX1705  HISTORY     - 1941     MONUMENTED       CGS
 HX1705
 HX1705                          STATION DESCRIPTION
 HX1705
 HX1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HX1705'1.7 MI N FROM LUCILE.
 HX1705'1.7 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER LEE
 HX1705'RUN AT LUCILE, AT THE NORTH END OF A BARNYARD, 60.9 FEET NORTH
 HX1705'OF THE NORTHEAST CORNER OF A SHED, AT A CULVERT, IN THE TOP OF
 HX1705'THE NORTH END OF THE WEST CONCRETE HEADWALL, 23.1 FEET WEST OF
 HX1705'THE CENTERLINE OF THE HIGHWAY, AND 4.1 FEET SOUTHWEST OF A WHITE
 HX1705'WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED S 76 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0040 ***********************************************************************
 JW0040  DESIGNATION -  S 77
 JW0040  PID         -  JW0040
 JW0040  STATE/COUNTY-  WV/MORGAN
 JW0040  USGS QUAD   -  PAW PAW (1974)
 JW0040
 JW0040                         *CURRENT SURVEY CONTROL
 JW0040  ___________________________________________________________________
 JW0040* NAD 83(1986)-  39 35 13.     (N)    078 26 18.     (W)     SCALED    
 JW0040* NAVD 88     -       160.800  (meters)     527.56   (feet)  ADJUSTED  
 JW0040  ___________________________________________________________________
 JW0040  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JW0040  DYNAMIC HT  -         160.705 (meters)     527.25  (feet)  COMP
 JW0040  MODELED GRAV-     980,032.7   (mgal)                       NAVD 88
 JW0040
 JW0040  VERT ORDER  -  FIRST     CLASS II
 JW0040
 JW0040.The horizontal coordinates were scaled from a topographic map and have
 JW0040.an estimated accuracy of +/- 6 seconds.
 JW0040
 JW0040.The orthometric height was determined by differential leveling
 JW0040.and adjusted by the National Geodetic Survey in June 1991..
 JW0040
 JW0040.The geoid height was determined by GEOID03.
 JW0040
 JW0040.The dynamic height is computed by dividing the NAVD 88
 JW0040.geopotential number by the normal gravity value computed on the
 JW0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0040.degrees latitude (g = 980.6199 gals.).
 JW0040
 JW0040.The modeled gravity was interpolated from observed gravity values.
 JW0040
 JW0040;                    North         East    Units  Estimated Accuracy
 JW0040;SPC WV N     -   121,210.      691,200.      MT  (+/- 180 meters Scaled)
 JW0040
 JW0040                          SUPERSEDED SURVEY CONTROL
 JW0040
 JW0040  NGVD 29 (??/??/92)  161.000  (m)          528.21   (f) ADJ UNCH    1 2
 JW0040
 JW0040.Superseded values are not recommended for survey control.
 JW0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0040.See file dsdata.txt to determine how the superseded data were derived.
 JW0040
 JW0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD199850(NAD 83)
 JW0040_MARKER: DB = BENCH MARK DISK
 JW0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0040_SP_SET: SIGNAL TOWER
 JW0040_STAMPING: S 77 1941
 JW0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0040
 JW0040  HISTORY     - Date     Condition        Report By
 JW0040  HISTORY     - 1941     MONUMENTED       CGS
 JW0040
 JW0040                          STATION DESCRIPTION
 JW0040
 JW0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0040'14.5 MI NE FROM OLDTOWN.
 JW0040'14.5 MILES NORTHEAST ALONG THE WESTERN MARYLAND RAILROAD FROM
 JW0040'THE STATION AT OLDTOWN, 74 RAILS EAST OF MILE-POST NO. 137, SET
 JW0040'IN THE NORTH CORNER OF SIGNAL TOWER NO. 1365, 10 FEET SOUTHWEST
 JW0040'OF THE SOUTHWEST RAIL OF THE TRACK.  A STANDARD DISK STAMPED
 JW0040'S-77 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3169 ***********************************************************************
 JV3169  DESIGNATION -  S 78
 JV3169  PID         -  JV3169
 JV3169  STATE/COUNTY-  WV/JEFFERSON
 JV3169  USGS QUAD   -  ROUND HILL (1981)
 JV3169
 JV3169                         *CURRENT SURVEY CONTROL
 JV3169  ___________________________________________________________________
 JV3169* NAD 83(1986)-  39 12 28.     (N)    077 49 18.     (W)     SCALED    
 JV3169* NAVD 88     -       202.374  (meters)     663.96   (feet)  ADJUSTED  
 JV3169  ___________________________________________________________________
 JV3169  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JV3169  DYNAMIC HT  -         202.252 (meters)     663.56  (feet)  COMP
 JV3169  MODELED GRAV-     980,019.6   (mgal)                       NAVD 88
 JV3169
 JV3169  VERT ORDER  -  SECOND    CLASS 0
 JV3169
 JV3169.The horizontal coordinates were scaled from a topographic map and have
 JV3169.an estimated accuracy of +/- 6 seconds.
 JV3169
 JV3169.The orthometric height was determined by differential leveling
 JV3169.and adjusted by the National Geodetic Survey in June 1991..
 JV3169
 JV3169.The geoid height was determined by GEOID03.
 JV3169
 JV3169.The dynamic height is computed by dividing the NAVD 88
 JV3169.geopotential number by the normal gravity value computed on the
 JV3169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3169.degrees latitude (g = 980.6199 gals.).
 JV3169
 JV3169.The modeled gravity was interpolated from observed gravity values.
 JV3169
 JV3169;                    North         East    Units  Estimated Accuracy
 JV3169;SPC WV N     -    79,930.      744,950.      MT  (+/- 180 meters Scaled)
 JV3169
 JV3169                          SUPERSEDED SURVEY CONTROL
 JV3169
 JV3169  NGVD 29 (??/??/??)  202.582  (m)          664.64   (f) ADJUSTED    2 0
 JV3169
 JV3169.Superseded values are not recommended for survey control.
 JV3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3169.See file dsdata.txt to determine how the superseded data were derived.
 JV3169
 JV3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ563436(NAD 83)
 JV3169_MARKER: DB = BENCH MARK DISK
 JV3169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3169_STAMPING: S 78 1942
 JV3169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3169+STABILITY: SURFACE MOTION
 JV3169
 JV3169  HISTORY     - Date     Condition        Report By
 JV3169  HISTORY     - 1942     MONUMENTED       CGS
 JV3169
 JV3169                          STATION DESCRIPTION
 JV3169
 JV3169'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3169'5 MI SE FROM CHARLES TOWN.
 JV3169'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 JV3169'AT CHARLES TOWN, JEFFERSON COUNTY, THENCE ABOUT 3.5 MILES
 JV3169'SOUTHWEST ALONG AN OLD COUNTRY ROAD, AT THE TOP OF A LONG HILL
 JV3169'SLOPING NORTHEAST, AT THE INTERSECTION OF A SIDE ROAD LEADING
 JV3169'WEST, 23 FEET NORTHEAST OF THE CENTER LINE OF THE SIDE ROAD, 16
 JV3169'FEET NORTHWEST OF THE CENTER LINE OF THE COUNTRY ROAD, AND 0.9
 JV3169'FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 JV3169'STAMPED S 78 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0141 ***********************************************************************
 JX0141  DESIGNATION -  S 79
 JX0141  PID         -  JX0141
 JX0141  STATE/COUNTY-  WV/HARRISON
 JX0141  USGS QUAD   -  ROSEMONT (1976)
 JX0141
 JX0141                         *CURRENT SURVEY CONTROL
 JX0141  ___________________________________________________________________
 JX0141* NAD 83(1986)-  39 16 56.     (N)    080 14 50.     (W)     SCALED    
 JX0141* NAVD 88     -       299.092  (meters)     981.27   (feet)  ADJUSTED  
 JX0141  ___________________________________________________________________
 JX0141  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JX0141  DYNAMIC HT  -         298.906 (meters)     980.66  (feet)  COMP
 JX0141  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 JX0141
 JX0141  VERT ORDER  -  FIRST     CLASS II
 JX0141
 JX0141.The horizontal coordinates were scaled from a topographic map and have
 JX0141.an estimated accuracy of +/- 6 seconds.
 JX0141
 JX0141.The orthometric height was determined by differential leveling
 JX0141.and adjusted by the National Geodetic Survey in June 1991..
 JX0141
 JX0141.The geoid height was determined by GEOID03.
 JX0141
 JX0141.The dynamic height is computed by dividing the NAVD 88
 JX0141.geopotential number by the normal gravity value computed on the
 JX0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0141.degrees latitude (g = 980.6199 gals.).
 JX0141
 JX0141.The modeled gravity was interpolated from observed gravity values.
 JX0141
 JX0141;                    North         East    Units  Estimated Accuracy
 JX0141;SPC WV N     -    87,110.      535,530.      MT  (+/- 180 meters Scaled)
 JX0141
 JX0141                          SUPERSEDED SURVEY CONTROL
 JX0141
 JX0141  NGVD 29 (??/??/92)  299.280  (m)          981.89   (f) ADJ UNCH    1 2
 JX0141
 JX0141.Superseded values are not recommended for survey control.
 JX0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0141.See file dsdata.txt to determine how the superseded data were derived.
 JX0141
 JX0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND649483(NAD 83)
 JX0141_MARKER: DB = BENCH MARK DISK
 JX0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0141_SP_SET: BRIDGE
 JX0141_STAMPING: S 79 1943
 JX0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0141
 JX0141  HISTORY     - Date     Condition        Report By
 JX0141  HISTORY     - 1943     MONUMENTED       CGS
 JX0141  HISTORY     - 1969     GOOD             NGS
 JX0141
 JX0141                          STATION DESCRIPTION
 JX0141
 JX0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0141'0.6 MI E FROM BRIDGEPORT.
 JX0141'0.6 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0141'STATION AT BRIDGEPORT, HARRISON COUNTY, AT BRIDGE 5, IN THE TOP
 JX0141'OF THE NORTH END OF THE WEST ABUTMENT, 11 FEET NORTH OF THE
 JX0141'CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A
 JX0141'STANDARD DISK.
 JX0141
 JX0141                          STATION RECOVERY (1969)
 JX0141
 JX0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JX0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1457 ***********************************************************************
 HX1457  DESIGNATION -  S 8
 HX1457  PID         -  HX1457
 HX1457  STATE/COUNTY-  WV/GILMER
 HX1457  USGS QUAD   -  GLENVILLE (1976)
 HX1457
 HX1457                         *CURRENT SURVEY CONTROL
 HX1457  ___________________________________________________________________
 HX1457* NAD 83(1986)-  38 55 36.     (N)    080 51 46.     (W)     SCALED    
 HX1457* NAVD 88     -       314.480  (meters)    1031.76   (feet)  ADJUSTED  
 HX1457  ___________________________________________________________________
 HX1457  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HX1457  DYNAMIC HT  -         314.279 (meters)    1031.10  (feet)  COMP
 HX1457  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 HX1457
 HX1457  VERT ORDER  -  SECOND    CLASS 0
 HX1457
 HX1457.The horizontal coordinates were scaled from a topographic map and have
 HX1457.an estimated accuracy of +/- 6 seconds.
 HX1457
 HX1457.The orthometric height was determined by differential leveling
 HX1457.and adjusted by the National Geodetic Survey in June 1991..
 HX1457
 HX1457.The geoid height was determined by GEOID03.
 HX1457
 HX1457.The dynamic height is computed by dividing the NAVD 88
 HX1457.geopotential number by the normal gravity value computed on the
 HX1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1457.degrees latitude (g = 980.6199 gals.).
 HX1457
 HX1457.The modeled gravity was interpolated from observed gravity values.
 HX1457
 HX1457;                    North         East    Units  Estimated Accuracy
 HX1457;SPC WV S     -   213,860.      611,900.      MT  (+/- 180 meters Scaled)
 HX1457
 HX1457                          SUPERSEDED SURVEY CONTROL
 HX1457
 HX1457  NGVD 29 (??/??/92)  314.651  (m)         1032.32   (f) ADJ UNCH    2 0
 HX1457
 HX1457.Superseded values are not recommended for survey control.
 HX1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1457.See file dsdata.txt to determine how the superseded data were derived.
 HX1457
 HX1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND118086(NAD 83)
 HX1457_MARKER: DB = BENCH MARK DISK
 HX1457_SETTING: 66 = SET IN ROCK OUTCROP
 HX1457_SP_SET: ROCK LEDGE
 HX1457_STAMPING: S 8 1933
 HX1457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1457+STABILITY: POSITION/ELEVATION WELL
 HX1457
 HX1457  HISTORY     - Date     Condition        Report By
 HX1457  HISTORY     - 1933     MONUMENTED       CGS
 HX1457
 HX1457                          STATION DESCRIPTION
 HX1457
 HX1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1457'2.2 MI SW FROM GLENVILLE.
 HX1457'2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX1457'AT GLENVILLE, GILMER COUNTY, 260 YARDS SOUTH OF THE SUMMIT OF
 HX1457'TOWN HILL, ONE-HALF THE DISTANCE BETWEEN TWO SHARP CURVES, 7
 HX1457'YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A ROCK
 HX1457'LEDGE, AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 HX1457'STAMPED S 8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0250 ***********************************************************************
 JX0250  DESIGNATION -  S 80
 JX0250  PID         -  JX0250
 JX0250  STATE/COUNTY-  WV/DODDRIDGE
 JX0250  USGS QUAD   -  SALEM (1976)
 JX0250
 JX0250                         *CURRENT SURVEY CONTROL
 JX0250  ___________________________________________________________________
 JX0250* NAD 83(1986)-  39 16 38.     (N)    080 36 56.     (W)     SCALED    
 JX0250* NAVD 88     -       291.861  (meters)     957.55   (feet)  POSTED    
 JX0250  ___________________________________________________________________
 JX0250  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JX0250  DYNAMIC HT  -         291.680 (meters)     956.95  (feet)  COMP
 JX0250  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 JX0250
 JX0250  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0250
 JX0250.The horizontal coordinates were scaled from a topographic map and have
 JX0250.an estimated accuracy of +/- 6 seconds.
 JX0250
 JX0250.The orthometric height was determined by differential leveling
 JX0250.and adjusted by the National Geodetic Survey in 1992..
 JX0250.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0250.rate of 0.0 thru 1.0 mm/km.
 JX0250
 JX0250.The geoid height was determined by GEOID03.
 JX0250
 JX0250.The dynamic height is computed by dividing the NAVD 88
 JX0250.geopotential number by the normal gravity value computed on the
 JX0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0250.degrees latitude (g = 980.6199 gals.).
 JX0250
 JX0250.The modeled gravity was interpolated from observed gravity values.
 JX0250
 JX0250;                    North         East    Units  Estimated Accuracy
 JX0250;SPC WV N     -    86,880.      503,750.      MT  (+/- 180 meters Scaled)
 JX0250
 JX0250                          SUPERSEDED SURVEY CONTROL
 JX0250
 JX0250  NGVD 29 (??/??/92)  292.009  (m)          958.03   (f) ADJ UNCH    1 2
 JX0250
 JX0250.Superseded values are not recommended for survey control.
 JX0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0250.See file dsdata.txt to determine how the superseded data were derived.
 JX0250
 JX0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND331476(NAD 83)
 JX0250_MARKER: DB = BENCH MARK DISK
 JX0250_SETTING: 66 = SET IN ROCK OUTCROP
 JX0250_SP_SET: OUTCROP
 JX0250_STAMPING: S 80 1943
 JX0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0250+STABILITY: POSITION/ELEVATION WELL
 JX0250
 JX0250  HISTORY     - Date     Condition        Report By
 JX0250  HISTORY     - 1943     MONUMENTED       CGS
 JX0250  HISTORY     - 1961     MARK NOT FOUND   NGS
 JX0250
 JX0250                          STATION DESCRIPTION
 JX0250
 JX0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JX0250'2.1 MI E FROM LONG RUN.
 JX0250'2.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0250'STATION AT LONG RUN, DODDRIDGE COUNTY, 155 FEET EAST OF A
 JX0250'DIRTROAD CROSSING, 27 FEET EAST OF THE FOURTH POLE EAST OF POLE
 JX0250'319+10, OPPOSITE A CONCRETE TELEPHONE STATION, 20 FEET NORTH OF TH
 JX0250'CENTERLINE OF THE TRACK, AND IN THE SOUTH FACE OF A LARGE ROCK
 JX0250'OUTCROP.  A STANDARD DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0283 ***********************************************************************
 JX0283  DESIGNATION -  S 81
 JX0283  PID         -  JX0283
 JX0283  STATE/COUNTY-  WV/RITCHIE
 JX0283  USGS QUAD   -  PENNSBORO (1987)
 JX0283
 JX0283                         *CURRENT SURVEY CONTROL
 JX0283  ___________________________________________________________________
 JX0283* NAD 83(1986)-  39 16 44.     (N)    080 57 09.     (W)     SCALED    
 JX0283* NAVD 88     -       276.124  (meters)     905.92   (feet)  ADJUSTED  
 JX0283  ___________________________________________________________________
 JX0283  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JX0283  DYNAMIC HT  -         275.951 (meters)     905.35  (feet)  COMP
 JX0283  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 JX0283
 JX0283  VERT ORDER  -  FIRST     CLASS II
 JX0283
 JX0283.The horizontal coordinates were scaled from a topographic map and have
 JX0283.an estimated accuracy of +/- 6 seconds.
 JX0283
 JX0283.The orthometric height was determined by differential leveling
 JX0283.and adjusted by the National Geodetic Survey in June 1991..
 JX0283
 JX0283.The geoid height was determined by GEOID03.
 JX0283
 JX0283.The dynamic height is computed by dividing the NAVD 88
 JX0283.geopotential number by the normal gravity value computed on the
 JX0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0283.degrees latitude (g = 980.6199 gals.).
 JX0283
 JX0283.The modeled gravity was interpolated from observed gravity values.
 JX0283
 JX0283;                    North         East    Units  Estimated Accuracy
 JX0283;SPC WV N     -    87,480.      474,680.      MT  (+/- 180 meters Scaled)
 JX0283
 JX0283                          SUPERSEDED SURVEY CONTROL
 JX0283
 JX0283  NGVD 29 (??/??/92)  276.302  (m)          906.50   (f) ADJ UNCH    1 2
 JX0283
 JX0283.Superseded values are not recommended for survey control.
 JX0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0283.See file dsdata.txt to determine how the superseded data were derived.
 JX0283
 JX0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND040477(NAD 83)
 JX0283_MARKER: DB = BENCH MARK DISK
 JX0283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0283_SP_SET: TUNNEL
 JX0283_STAMPING: S 81 1943
 JX0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0283
 JX0283  HISTORY     - Date     Condition        Report By
 JX0283  HISTORY     - 1943     MONUMENTED       CGS
 JX0283
 JX0283                          STATION DESCRIPTION
 JX0283
 JX0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0283'1 MI E FROM PENNSBORO.
 JX0283'1.0 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0283'STATION AT PENNSBORO, RITCHIE COUNTY, 13 FEET EAST OF THE
 JX0283'EAST ENTRANCE TO TUNNEL 7, IN THE FACE OF THE NORTH WING WALL,
 JX0283'1 FOOT WEST OF THE EAST END, 15 FEET NORTH OF THE CENTERLINE
 JX0283'OF THE TRACK, AND 4 FEET HIGHER THAN THE TRACK.  A STANDARD
 JX0283'DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0955 ***********************************************************************
 JX0955  DESIGNATION -  S 82
 JX0955  PID         -  JX0955
 JX0955  STATE/COUNTY-  WV/RITCHIE
 JX0955  USGS QUAD   -  CAIRO (1986)
 JX0955
 JX0955                         *CURRENT SURVEY CONTROL
 JX0955  ___________________________________________________________________
 JX0955* NAD 83(1986)-  39 12 09.     (N)    081 13 00.     (W)     SCALED    
 JX0955* NAVD 88     -       249.944  (meters)     820.02   (feet)  ADJUSTED  
 JX0955  ___________________________________________________________________
 JX0955  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JX0955  DYNAMIC HT  -         249.789 (meters)     819.52  (feet)  COMP
 JX0955  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 JX0955
 JX0955  VERT ORDER  -  FIRST     CLASS II
 JX0955
 JX0955.The horizontal coordinates were scaled from a topographic map and have
 JX0955.an estimated accuracy of +/- 6 seconds.
 JX0955
 JX0955.The orthometric height was determined by differential leveling
 JX0955.and adjusted by the National Geodetic Survey in June 1991..
 JX0955
 JX0955.The geoid height was determined by GEOID03.
 JX0955
 JX0955.The dynamic height is computed by dividing the NAVD 88
 JX0955.geopotential number by the normal gravity value computed on the
 JX0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0955.degrees latitude (g = 980.6199 gals.).
 JX0955
 JX0955.The modeled gravity was interpolated from observed gravity values.
 JX0955
 JX0955;                    North         East    Units  Estimated Accuracy
 JX0955;SPC WV N     -    79,410.      451,730.      MT  (+/- 180 meters Scaled)
 JX0955
 JX0955                          SUPERSEDED SURVEY CONTROL
 JX0955
 JX0955  NGVD 29 (??/??/92)  250.121  (m)          820.61   (f) ADJ UNCH    1 2
 JX0955
 JX0955.Superseded values are not recommended for survey control.
 JX0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0955.See file dsdata.txt to determine how the superseded data were derived.
 JX0955
 JX0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD812392(NAD 83)
 JX0955_MARKER: DB = BENCH MARK DISK
 JX0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0955_SP_SET: SIGNAL BASE
 JX0955_STAMPING: S 82 1943
 JX0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0955
 JX0955  HISTORY     - Date     Condition        Report By
 JX0955  HISTORY     - 1943     MONUMENTED       CGS
 JX0955
 JX0955                          STATION DESCRIPTION
 JX0955
 JX0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0955'3.8 MI W FROM CAIRO.
 JX0955'3.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0955'STATION AT CAIRO, RITCHIE COUNTY, ABOUT 4 POLES SOUTHWEST OF
 JX0955'MILEPOST P 26-B 358, AT SIGNAL E 358-19, IN THE TOP OF THE EAST
 JX0955'CORNER OF THE CONCRETE BASE, 11 FEET NORTHWEST OF THE CENTERLINE
 JX0955'OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 JX0955'S 82 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1197 ***********************************************************************
 JX1197  DESIGNATION -  S 83
 JX1197  PID         -  JX1197
 JX1197  STATE/COUNTY-  WV/WOOD
 JX1197  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1197
 JX1197                         *CURRENT SURVEY CONTROL
 JX1197  ___________________________________________________________________
 JX1197* NAD 83(1986)-  39 14 37.     (N)    081 31 01.     (W)     SCALED    
 JX1197* NAVD 88     -       185.441  (meters)     608.40   (feet)  ADJUSTED  
 JX1197  ___________________________________________________________________
 JX1197  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX1197  DYNAMIC HT  -         185.325 (meters)     608.02  (feet)  COMP
 JX1197  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 JX1197
 JX1197  VERT ORDER  -  FIRST     CLASS II
 JX1197
 JX1197.The horizontal coordinates were scaled from a topographic map and have
 JX1197.an estimated accuracy of +/- 6 seconds.
 JX1197
 JX1197.The orthometric height was determined by differential leveling
 JX1197.and adjusted by the National Geodetic Survey in June 1991..
 JX1197.WARNING-Repeat measurements at this control monument indicate possible
 JX1197.vertical movement.
 JX1197
 JX1197.The geoid height was determined by GEOID03.
 JX1197
 JX1197.The dynamic height is computed by dividing the NAVD 88
 JX1197.geopotential number by the normal gravity value computed on the
 JX1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1197.degrees latitude (g = 980.6199 gals.).
 JX1197
 JX1197.The modeled gravity was interpolated from observed gravity values.
 JX1197
 JX1197;                    North         East    Units  Estimated Accuracy
 JX1197;SPC WV N     -    84,510.      425,900.      MT  (+/- 180 meters Scaled)
 JX1197
 JX1197                          SUPERSEDED SURVEY CONTROL
 JX1197
 JX1197  NGVD 29 (??/??/92)  185.613  (m)          608.97   (f) ADJ UNCH    1 2
 JX1197
 JX1197.Superseded values are not recommended for survey control.
 JX1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1197.See file dsdata.txt to determine how the superseded data were derived.
 JX1197
 JX1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD553439(NAD 83)
 JX1197_MARKER: DB = BENCH MARK DISK
 JX1197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1197_SP_SET: CULVERT
 JX1197_STAMPING: S 83 1943
 JX1197_MARK LOGO: CGS   
 JX1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1197
 JX1197  HISTORY     - Date     Condition        Report By
 JX1197  HISTORY     - 1943     MONUMENTED       CGS
 JX1197  HISTORY     - 1963     GOOD             NGS
 JX1197  HISTORY     - 1983     GOOD             NGS
 JX1197
 JX1197                          STATION DESCRIPTION
 JX1197
 JX1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX1197'2.7 MI SE FROM PARKERSBURG.
 JX1197'2.7 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1197'THE STATION AT PARKERSBURG, WOOD COUNTY, AT A CONCRETE CULVERT,
 JX1197'IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL,
 JX1197'13 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 40 FEET
 JX1197'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 47, AND 2 FEET
 JX1197'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S 83 1943.
 JX1197
 JX1197                          STATION RECOVERY (1963)
 JX1197
 JX1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1197'RECOVERED IN GOOD CONDITION.
 JX1197
 JX1197                          STATION RECOVERY (1983)
 JX1197
 JX1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1197'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  4.3 KM (2.7 MI)
 JX1197'SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM GREEN STREET IN
 JX1197'PARKERSBURG TO THE MARK ON THE LEFT, IN THE TOP OF THE NORTHEAST
 JX1197'HEADWALL OF A CULVERT, 3.9 METERS (13.0 FT) NORTHEAST OF THE CENTER OF
 JX1197'THE RAILROAD, 12.1 METERS (40.0 FT) SOUTHWEST OF THE CENTERLINE OF
 JX1197'STATE HIGHWAY 47.
 JX1197'THE MARK IS 0.60 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0430 ***********************************************************************
 HY0430  DESIGNATION -  S 84
 HY0430  PID         -  HY0430
 HY0430  STATE/COUNTY-  WV/MASON
 HY0430  USGS QUAD   -  CHESHIRE (1989)
 HY0430
 HY0430                         *CURRENT SURVEY CONTROL
 HY0430  ___________________________________________________________________
 HY0430* NAD 83(1986)-  38 59 18.     (N)    082 03 21.     (W)     SCALED    
 HY0430* NAVD 88     -       173.457  (meters)     569.08   (feet)  ADJUSTED  
 HY0430  ___________________________________________________________________
 HY0430  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 HY0430  DYNAMIC HT  -         173.349 (meters)     568.73  (feet)  COMP
 HY0430  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 HY0430
 HY0430  VERT ORDER  -  FIRST     CLASS II
 HY0430
 HY0430.The horizontal coordinates were scaled from a topographic map and have
 HY0430.an estimated accuracy of +/- 6 seconds.
 HY0430
 HY0430.The orthometric height was determined by differential leveling
 HY0430.and adjusted by the National Geodetic Survey in June 1991..
 HY0430
 HY0430.The geoid height was determined by GEOID03.
 HY0430
 HY0430.The dynamic height is computed by dividing the NAVD 88
 HY0430.geopotential number by the normal gravity value computed on the
 HY0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0430.degrees latitude (g = 980.6199 gals.).
 HY0430
 HY0430.The modeled gravity was interpolated from observed gravity values.
 HY0430
 HY0430;                    North         East    Units  Estimated Accuracy
 HY0430;SPC WV S     -   221,220.      508,520.      MT  (+/- 180 meters Scaled)
 HY0430
 HY0430                          SUPERSEDED SURVEY CONTROL
 HY0430
 HY0430  NGVD 29 (??/??/92)  173.670  (m)          569.78   (f) ADJ UNCH    1 2
 HY0430
 HY0430.Superseded values are not recommended for survey control.
 HY0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0430.See file dsdata.txt to determine how the superseded data were derived.
 HY0430
 HY0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD085160(NAD 83)
 HY0430_MARKER: DB = BENCH MARK DISK
 HY0430_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY0430_STAMPING: S 84 1943
 HY0430_MARK LOGO: CGS   
 HY0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0430+STABILITY: SURFACE MOTION
 HY0430
 HY0430  HISTORY     - Date     Condition        Report By
 HY0430  HISTORY     - 1943     MONUMENTED       CGS
 HY0430  HISTORY     - 1984     GOOD             NGS
 HY0430
 HY0430                          STATION DESCRIPTION
 HY0430
 HY0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HY0430'2.9 MI SW FROM MASON CITY.
 HY0430'2.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0430'THE STATION AT MASON CITY, MASON COUNTY, 56.2 FEET SOUTH ACROSS
 HY0430'THE TRACK FROM THE FOURTH POLE NORTHEAST OF POLE 160+20, IN THE
 HY0430'TOP OF THE EAST CORNER OF A 1- BY 3-FOOT CONCRETE DROP INLET
 HY0430'TO A CULVERT, 29.5 FEET NORTHWEST OF THE CENTERLINE OF STATE
 HY0430'HIGHWAY 62, 16.2 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 HY0430'AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HY0430'S 84 1943.
 HY0430
 HY0430                          STATION RECOVERY (1984)
 HY0430
 HY0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0430'RECOVERED IN GOOD CONDITION, THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 HY0430'THE MILEAGE TO REACH IS INADEQUATE AS THE RAILROAD STATION HAS BEEN
 HY0430'RAZED, CHANGE TO 3.4 KM (2.1 MI) SOUTHWEST ALONG THE BALTIMORE AND
 HY0430'OHIO RAILROAD FROM THE U.S. HIGHWAY 33 BRIDGE OVER THE OHIO RIVER IN
 HY0430'MASON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1149 ***********************************************************************
 JX1149  DESIGNATION -  S 85
 JX1149  PID         -  JX1149
 JX1149  STATE/COUNTY-  WV/WOOD
 JX1149  USGS QUAD   -  PARKERSBURG (1994)
 JX1149
 JX1149                         *CURRENT SURVEY CONTROL
 JX1149  ___________________________________________________________________
 JX1149* NAD 83(1986)-  39 15 50.     (N)    081 34 06.     (W)     SCALED    
 JX1149* NAVD 88     -       190.712  (meters)     625.69   (feet)  ADJUSTED  
 JX1149  ___________________________________________________________________
 JX1149  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JX1149  DYNAMIC HT  -         190.593 (meters)     625.30  (feet)  COMP
 JX1149  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 JX1149
 JX1149  VERT ORDER  -  FIRST     CLASS II
 JX1149
 JX1149.The horizontal coordinates were scaled from a topographic map and have
 JX1149.an estimated accuracy of +/- 6 seconds.
 JX1149
 JX1149.The orthometric height was determined by differential leveling
 JX1149.and adjusted by the National Geodetic Survey in June 1991..
 JX1149
 JX1149.The geoid height was determined by GEOID03.
 JX1149
 JX1149.The dynamic height is computed by dividing the NAVD 88
 JX1149.geopotential number by the normal gravity value computed on the
 JX1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1149.degrees latitude (g = 980.6199 gals.).
 JX1149
 JX1149.The modeled gravity was interpolated from observed gravity values.
 JX1149
 JX1149;                    North         East    Units  Estimated Accuracy
 JX1149;SPC WV N     -    86,860.      421,520.      MT  (+/- 180 meters Scaled)
 JX1149
 JX1149                          SUPERSEDED SURVEY CONTROL
 JX1149
 JX1149  NGVD 29 (??/??/92)  190.916  (m)          626.36   (f) ADJ UNCH    1 2
 JX1149
 JX1149.Superseded values are not recommended for survey control.
 JX1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1149.See file dsdata.txt to determine how the superseded data were derived.
 JX1149
 JX1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD509462(NAD 83)
 JX1149_MARKER: DB = BENCH MARK DISK
 JX1149_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1149_STAMPING: S 85 1943
 JX1149_MARK LOGO: CGS   
 JX1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1149
 JX1149  HISTORY     - Date     Condition        Report By
 JX1149  HISTORY     - 1943     MONUMENTED       CGS
 JX1149  HISTORY     - 1963     GOOD             NGS
 JX1149  HISTORY     - 1976     GOOD             NGS
 JX1149  HISTORY     - 1984     GOOD             NGS
 JX1149
 JX1149                          STATION DESCRIPTION
 JX1149
 JX1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX1149'AT PARKERSBURG.
 JX1149'AT PARKERSBURG, WOOD COUNTY, 0.15 MILE WEST ALONG THE BALTIMORE
 JX1149'AND OHIO RAILROAD FROM THE ANN STREET STATION, AT A LARGE STEEL
 JX1149'BRIDGE OVER LITTLE KANAWHE RIVER, IN THE TOP OF THE WEST CONCRETE
 JX1149'ABUTMENT, 0.6 FOOT NORTH OF THE SOUTH END, 10 FEET SOUTH OF THE
 JX1149'CENTERLINE OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE
 JX1149'TRACK.  A STANDARD DISK, STAMPED S 85 1943.
 JX1149
 JX1149                          STATION RECOVERY (1963)
 JX1149
 JX1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1149'RECOVERED IN GOOD CONDITION.
 JX1149
 JX1149                          STATION RECOVERY (1976)
 JX1149
 JX1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1149'RECOVERED IN GOOD CONDITION.
 JX1149
 JX1149                          STATION RECOVERY (1984)
 JX1149
 JX1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1074 ***********************************************************************
 GX1074  DESIGNATION -  S 86
 GX1074  PID         -  GX1074
 GX1074  STATE/COUNTY-  WV/RALEIGH
 GX1074  USGS QUAD   -  BECKLEY (1989)
 GX1074
 GX1074                         *CURRENT SURVEY CONTROL
 GX1074  ___________________________________________________________________
 GX1074* NAD 83(1986)-  37 48 22.     (N)    081 14 54.     (W)     SCALED    
 GX1074* NAVD 88     -       732.495  (meters)    2403.19   (feet)  ADJUSTED  
 GX1074  ___________________________________________________________________
 GX1074  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX1074  DYNAMIC HT  -         731.903 (meters)    2401.25  (feet)  COMP
 GX1074  MODELED GRAV-     979,796.3   (mgal)                       NAVD 88
 GX1074
 GX1074  VERT ORDER  -  SECOND    CLASS 0
 GX1074
 GX1074.The horizontal coordinates were scaled from a topographic map and have
 GX1074.an estimated accuracy of +/- 6 seconds.
 GX1074
 GX1074.The orthometric height was determined by differential leveling
 GX1074.and adjusted by the National Geodetic Survey in June 1991..
 GX1074
 GX1074.The geoid height was determined by GEOID03.
 GX1074
 GX1074.The dynamic height is computed by dividing the NAVD 88
 GX1074.geopotential number by the normal gravity value computed on the
 GX1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1074.degrees latitude (g = 980.6199 gals.).
 GX1074
 GX1074.The modeled gravity was interpolated from observed gravity values.
 GX1074
 GX1074;                    North         East    Units  Estimated Accuracy
 GX1074;SPC WV S     -    89,500.      578,130.      MT  (+/- 180 meters Scaled)
 GX1074
 GX1074                          SUPERSEDED SURVEY CONTROL
 GX1074
 GX1074  NGVD 29 (??/??/92)  732.659  (m)         2403.73   (f) ADJ UNCH    2 0
 GX1074
 GX1074.Superseded values are not recommended for survey control.
 GX1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1074.See file dsdata.txt to determine how the superseded data were derived.
 GX1074
 GX1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB781843(NAD 83)
 GX1074_MARKER: DB = BENCH MARK DISK
 GX1074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1074_SP_SET: CATCH BASIN
 GX1074_STAMPING: S 86 1960
 GX1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1074
 GX1074  HISTORY     - Date     Condition        Report By
 GX1074  HISTORY     - 1960     MONUMENTED       CGS
 GX1074
 GX1074                          STATION DESCRIPTION
 GX1074
 GX1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1074'0.8 MI NE FROM HARPER.
 GX1074'ABOUT 0.75 MILE NORTHEAST ALONG STATE HIGHWAY 3 FROM THE OVERPASS
 GX1074'OVER THE VIRGINIAN RAILWAY AT HARPER, 0.1 MILE WEST OF TOP OF
 GX1074'GRADES AND RYALS GROCERY, 18 1/2 FEET NORTH-NORTHEAST OF THE
 GX1074'CENTER LINE OF THE HIGHWAY AND ON THE OUTSIDE OF A CURVE, AT THE
 GX1074'EAST AND UPPER END OF A CUT, IN TOP OF THE NORTHWEST CORNER OF
 GX1074'A 2-BY 4-BY 3-FOOT-DEEP CONCRETE CATCH BASIN FOR A 15-INCH PIPE
 GX1074'CULVERT UNDER THE HIGHWAY, AND ABOUT 1/2 FOOT BELOW THE LEVEL
 GX1074'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1120 ***********************************************************************
 GX1120  DESIGNATION -  S 87
 GX1120  PID         -  GX1120
 GX1120  STATE/COUNTY-  WV/RALEIGH
 GX1120  USGS QUAD   -  SHADY SPRING (1976)
 GX1120
 GX1120                         *CURRENT SURVEY CONTROL
 GX1120  ___________________________________________________________________
 GX1120* NAD 83(1986)-  37 40 47.     (N)    081 01 10.     (W)     SCALED    
 GX1120* NAVD 88     -       868.954  (meters)    2850.89   (feet)  ADJUSTED  
 GX1120  ___________________________________________________________________
 GX1120  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX1120  DYNAMIC HT  -         868.219 (meters)    2848.48  (feet)  COMP
 GX1120  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 GX1120
 GX1120  VERT ORDER  -  SECOND    CLASS 0
 GX1120
 GX1120.The horizontal coordinates were scaled from a topographic map and have
 GX1120.an estimated accuracy of +/- 6 seconds.
 GX1120
 GX1120.The orthometric height was determined by differential leveling
 GX1120.and adjusted by the National Geodetic Survey in June 1991..
 GX1120
 GX1120.The geoid height was determined by GEOID03.
 GX1120
 GX1120.The dynamic height is computed by dividing the NAVD 88
 GX1120.geopotential number by the normal gravity value computed on the
 GX1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1120.degrees latitude (g = 980.6199 gals.).
 GX1120
 GX1120.The modeled gravity was interpolated from observed gravity values.
 GX1120
 GX1120;                    North         East    Units  Estimated Accuracy
 GX1120;SPC WV S     -    75,440.      598,290.      MT  (+/- 180 meters Scaled)
 GX1120
 GX1120                          SUPERSEDED SURVEY CONTROL
 GX1120
 GX1120  NGVD 29 (??/??/92)  869.102  (m)         2851.38   (f) ADJ UNCH    2 0
 GX1120
 GX1120.Superseded values are not recommended for survey control.
 GX1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1120.See file dsdata.txt to determine how the superseded data were derived.
 GX1120
 GX1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB982702(NAD 83)
 GX1120_MARKER: DB = BENCH MARK DISK
 GX1120_SETTING: 66 = SET IN ROCK OUTCROP
 GX1120_SP_SET: ROCK
 GX1120_STAMPING: S 87 1960
 GX1120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1120+STABILITY: POSITION/ELEVATION WELL
 GX1120
 GX1120  HISTORY     - Date     Condition        Report By
 GX1120  HISTORY     - 1960     MONUMENTED       CGS
 GX1120
 GX1120                          STATION DESCRIPTION
 GX1120
 GX1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1120'3.4 MI NW FROM JUMPING BRANCH.
 GX1120'ABOUT 3.45 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST
 GX1120'OFFICE AT JUMPING BRANCH, ABOUT 5.4 MILES SOUTHEAST ALONG STATE
 GX1120'HIGHWAY 3 FROM THE JUNCTION OF U.S. HIGHWAYS 19 AND 21 AT SHADY
 GX1120'SPRING, RALEIGH COUNTY, 2.35 MILES EAST-SOUTHEAST OF A CONCRETE
 GX1120'CULVERT UNDER THE NORTHEAST END OF CAUSEWAY ACROSS GLADE CREEK
 GX1120'RESERVOIR, 0.7 MILE WEST-NORTHWEST OF THE TOP OF GRADE AND
 GX1120'RALEIGH-SUMMERS COUNTY LINE, 18 FEET NORTH OF THE CENTER LINE
 GX1120'OF THE HIGHWAY, SET VERTICALLY IN THE SOUTH FACE OF ROCK ABOUT
 GX1120'5 YARDS WEST OF HIGHEST PART OF ROCK CUT AND NEAR THE CENTER OF
 GX1120'100-YARD-LONG BY 15-FEET-HIGH ROCK CUT, 3 FEET ABOVE THE BOTTOM
 GX1120'OF DITCH, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0205 ***********************************************************************
 JX0205  DESIGNATION -  S 9
 JX0205  PID         -  JX0205
 JX0205  STATE/COUNTY-  WV/HARRISON
 JX0205  USGS QUAD   -  MOUNT CLARE (1976)
 JX0205
 JX0205                         *CURRENT SURVEY CONTROL
 JX0205  ___________________________________________________________________
 JX0205* NAD 83(1986)-  39 14 42.     (N)    080 21 29.     (W)     SCALED    
 JX0205* NAVD 88     -       291.243  (meters)     955.52   (feet)  ADJUSTED  
 JX0205  ___________________________________________________________________
 JX0205  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JX0205  DYNAMIC HT  -         291.061 (meters)     954.92  (feet)  COMP
 JX0205  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 JX0205
 JX0205  VERT ORDER  -  SECOND    CLASS 0
 JX0205
 JX0205.The horizontal coordinates were scaled from a topographic map and have
 JX0205.an estimated accuracy of +/- 6 seconds.
 JX0205
 JX0205.The orthometric height was determined by differential leveling
 JX0205.and adjusted by the National Geodetic Survey in June 1991..
 JX0205
 JX0205.The geoid height was determined by GEOID03.
 JX0205
 JX0205.The dynamic height is computed by dividing the NAVD 88
 JX0205.geopotential number by the normal gravity value computed on the
 JX0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0205.degrees latitude (g = 980.6199 gals.).
 JX0205
 JX0205.The modeled gravity was interpolated from observed gravity values.
 JX0205
 JX0205;                    North         East    Units  Estimated Accuracy
 JX0205;SPC WV N     -    83,060.      525,930.      MT  (+/- 180 meters Scaled)
 JX0205
 JX0205                          SUPERSEDED SURVEY CONTROL
 JX0205
 JX0205  NGVD 29 (??/??/92)  291.428  (m)          956.13   (f) ADJ UNCH    2 0
 JX0205
 JX0205.Superseded values are not recommended for survey control.
 JX0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0205.See file dsdata.txt to determine how the superseded data were derived.
 JX0205
 JX0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND553441(NAD 83)
 JX0205_MARKER: DB = BENCH MARK DISK
 JX0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0205_STAMPING: S 9 1933
 JX0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0205+STABILITY: SURFACE MOTION
 JX0205
 JX0205  HISTORY     - Date     Condition        Report By
 JX0205  HISTORY     - 1933     MONUMENTED       CGS
 JX0205  HISTORY     - 1951     GOOD             NGS
 JX0205
 JX0205                          STATION DESCRIPTION
 JX0205
 JX0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JX0205'2.2 MI N FROM BYRON.
 JX0205'2.2 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0205'THE STATION AT BYRON, HARRISON COUNTY, AT THE HOPE NATURAL
 JX0205'GAS CO. GOFF COMPRESSING STATION, 30 YARDS WEST OF THE WEST
 JX0205'FENCE LINE OF THE STATION, 3-1/2 YARDS NORTH OF THE CENTERLINE
 JX0205'OF THE TRACK, AND LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED
 JX0205'S 9 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1037 ***********************************************************************
 JX1037  DESIGNATION -  S 91
 JX1037  PID         -  JX1037
 JX1037  STATE/COUNTY-  WV/WIRT
 JX1037  USGS QUAD   -  ELIZABETH (1975)
 JX1037
 JX1037                         *CURRENT SURVEY CONTROL
 JX1037  ___________________________________________________________________
 JX1037* NAD 83(1986)-  39 03 25.     (N)    081 24 44.     (W)     SCALED    
 JX1037* NAVD 88     -       198.092  (meters)     649.91   (feet)  ADJUSTED  
 JX1037  ___________________________________________________________________
 JX1037  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JX1037  DYNAMIC HT  -         197.966 (meters)     649.49  (feet)  COMP
 JX1037  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
 JX1037
 JX1037  VERT ORDER  -  SECOND    CLASS 0
 JX1037
 JX1037.The horizontal coordinates were scaled from a topographic map and have
 JX1037.an estimated accuracy of +/- 6 seconds.
 JX1037
 JX1037.The orthometric height was determined by differential leveling
 JX1037.and adjusted by the National Geodetic Survey in June 1991..
 JX1037
 JX1037.The geoid height was determined by GEOID03.
 JX1037
 JX1037.The dynamic height is computed by dividing the NAVD 88
 JX1037.geopotential number by the normal gravity value computed on the
 JX1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1037.degrees latitude (g = 980.6199 gals.).
 JX1037
 JX1037.The modeled gravity was interpolated from observed gravity values.
 JX1037
 JX1037;                    North         East    Units  Estimated Accuracy
 JX1037;SPC WV N     -    63,590.      434,500.      MT  (+/- 180 meters Scaled)
 JX1037
 JX1037                          SUPERSEDED SURVEY CONTROL
 JX1037
 JX1037  NGVD 29 (??/??/92)  198.269  (m)          650.49   (f) ADJ UNCH    2 0
 JX1037
 JX1037.Superseded values are not recommended for survey control.
 JX1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1037.See file dsdata.txt to determine how the superseded data were derived.
 JX1037
 JX1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD643231(NAD 83)
 JX1037_MARKER: DB = BENCH MARK DISK
 JX1037_SETTING: 66 = SET IN ROCK OUTCROP
 JX1037_SP_SET: ROCK CUT
 JX1037_STAMPING: S 91 1956
 JX1037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1037+STABILITY: POSITION/ELEVATION WELL
 JX1037
 JX1037  HISTORY     - Date     Condition        Report By
 JX1037  HISTORY     - 1956     MONUMENTED       CGS
 JX1037
 JX1037                          STATION DESCRIPTION
 JX1037
 JX1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1037'1.5 MI W FROM ELIZABETH.
 JX1037'0.75 MILE WEST ALONG STATE HIGHWAY 14 FROM THE COURT HOUSE
 JX1037'AT ELIZABETH, THENCE ABOUT 0.75 MILE SOUTHWEST ALONG A BLACK
 JX1037'TOP ROAD (TUCKER CREEK ROAD), ABOUT 60 YARDS NORTH OF CENTER
 JX1037'OF A CURVE IN ROAD WITH TANGENTS EXTENDING NORTH AND WEST,
 JX1037'ABOUT 30 YARDS SOUTH OF JUNCTION OF A WOODS ROAD LEADING
 JX1037'SOUTHEAST AND DOWN HILL, 16 1/2 FEET WEST OF CENTER LINE OF
 JX1037'ROAD, SET VERTICALLY ABOUT 1 FOOT ABOVE GROUND IN THE EAST
 JX1037'FACE OF A 2 1/2-FOOT HIGH LAYER OF ROCK PROJECTING OUT OF CUT
 JX1037'BANK AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2685 ***********************************************************************
 HX2685  DESIGNATION -  S 92
 HX2685  PID         -  HX2685
 HX2685  STATE/COUNTY-  WV/JACKSON
 HX2685  USGS QUAD   -  LIVERPOOL (1975)
 HX2685
 HX2685                         *CURRENT SURVEY CONTROL
 HX2685  ___________________________________________________________________
 HX2685* NAD 83(1986)-  38 57 18.     (N)    081 32 37.     (W)     SCALED    
 HX2685* NAVD 88     -       305.783  (meters)    1003.22   (feet)  ADJUSTED  
 HX2685  ___________________________________________________________________
 HX2685  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HX2685  DYNAMIC HT  -         305.588 (meters)    1002.58  (feet)  COMP
 HX2685  MODELED GRAV-     979,980.2   (mgal)                       NAVD 88
 HX2685
 HX2685  VERT ORDER  -  SECOND    CLASS 0
 HX2685
 HX2685.The horizontal coordinates were scaled from a topographic map and have
 HX2685.an estimated accuracy of +/- 6 seconds.
 HX2685
 HX2685.The orthometric height was determined by differential leveling
 HX2685.and adjusted by the National Geodetic Survey in June 1991..
 HX2685
 HX2685.The geoid height was determined by GEOID03.
 HX2685
 HX2685.The dynamic height is computed by dividing the NAVD 88
 HX2685.geopotential number by the normal gravity value computed on the
 HX2685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2685.degrees latitude (g = 980.6199 gals.).
 HX2685
 HX2685.The modeled gravity was interpolated from observed gravity values.
 HX2685
 HX2685;                    North         East    Units  Estimated Accuracy
 HX2685;SPC WV S     -   217,130.      552,880.      MT  (+/- 180 meters Scaled)
 HX2685
 HX2685                          SUPERSEDED SURVEY CONTROL
 HX2685
 HX2685  NGVD 29 (??/??/92)  305.954  (m)         1003.78   (f) ADJ UNCH    2 0
 HX2685
 HX2685.Superseded values are not recommended for survey control.
 HX2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2685.See file dsdata.txt to determine how the superseded data were derived.
 HX2685
 HX2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD528119(NAD 83)
 HX2685_MARKER: DB = BENCH MARK DISK
 HX2685_SETTING: 66 = SET IN ROCK OUTCROP
 HX2685_SP_SET: ROCK CUT
 HX2685_STAMPING: S 92 1956
 HX2685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2685+STABILITY: POSITION/ELEVATION WELL
 HX2685
 HX2685  HISTORY     - Date     Condition        Report By
 HX2685  HISTORY     - 1956     MONUMENTED       CGS
 HX2685
 HX2685                          STATION DESCRIPTION
 HX2685
 HX2685'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2685'4 MI N FROM LEROY.
 HX2685'ABOUT 4.0 MILES NORTH ALONG A GRAVEL ROAD LEADING TO GARFIELD
 HX2685'FROM THE ROAD JUNCTION AND GRADED SCHOOL AT LEROY, AT GARFIELD,
 HX2685'234 FEET NORTHEAST OF CENTER OF ROAD INTERSECTION (BLACK TOP ROAD
 HX2685'EAST TO PALESTINE AND GRAVEL ROAD WEST TO U.S. HIGHWAY 21), ON
 HX2685'JACKSON-WIRT COUNTY LINE, SET VERTICALLY IN THE SOUTHEAST ROUGH
 HX2685'FACE OF A 2 1/2-FOOT HIGH AND 2 1/2-FOOT WIDE ROCK IN A CUT,
 HX2685'11 1/2 FEET NORTHWEST OF CENTER LINE OF ROAD AND ABOUT LEVEL
 HX2685'WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1750 ***********************************************************************
 HX1750  DESIGNATION -  S 93
 HX1750  PID         -  HX1750
 HX1750  STATE/COUNTY-  WV/ROANE
 HX1750  USGS QUAD   -  PENIEL (1957)
 HX1750
 HX1750                         *CURRENT SURVEY CONTROL
 HX1750  ___________________________________________________________________
 HX1750* NAD 83(1986)-  38 47 18.     (N)    081 28 54.     (W)     SCALED    
 HX1750* NAVD 88     -       241.768  (meters)     793.20   (feet)  ADJUSTED  
 HX1750  ___________________________________________________________________
 HX1750  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 HX1750  DYNAMIC HT  -         241.609 (meters)     792.68  (feet)  COMP
 HX1750  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 HX1750
 HX1750  VERT ORDER  -  SECOND    CLASS 0
 HX1750
 HX1750.The horizontal coordinates were scaled from a topographic map and have
 HX1750.an estimated accuracy of +/- 6 seconds.
 HX1750
 HX1750.The orthometric height was determined by differential leveling
 HX1750.and adjusted by the National Geodetic Survey in June 1991..
 HX1750
 HX1750.The geoid height was determined by GEOID03.
 HX1750
 HX1750.The dynamic height is computed by dividing the NAVD 88
 HX1750.geopotential number by the normal gravity value computed on the
 HX1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1750.degrees latitude (g = 980.6199 gals.).
 HX1750
 HX1750.The modeled gravity was interpolated from observed gravity values.
 HX1750
 HX1750;                    North         East    Units  Estimated Accuracy
 HX1750;SPC WV S     -   198,600.      558,150.      MT  (+/- 180 meters Scaled)
 HX1750
 HX1750                          SUPERSEDED SURVEY CONTROL
 HX1750
 HX1750  NGVD 29 (??/??/92)  241.938  (m)          793.76   (f) ADJ UNCH    2 0
 HX1750
 HX1750.Superseded values are not recommended for survey control.
 HX1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1750.See file dsdata.txt to determine how the superseded data were derived.
 HX1750
 HX1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC581933(NAD 83)
 HX1750_MARKER: DB = BENCH MARK DISK
 HX1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1750_STAMPING: S 93 1956
 HX1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1750+STABILITY: SURFACE MOTION
 HX1750
 HX1750  HISTORY     - Date     Condition        Report By
 HX1750  HISTORY     - 1956     MONUMENTED       CGS
 HX1750  HISTORY     - 1976     GOOD             NGS
 HX1750
 HX1750                          STATION DESCRIPTION
 HX1750
 HX1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1750'3 MI S FROM PENIEL.
 HX1750'ABOUT 3.05 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING MIDDLE FORK
 HX1750'OF REEDY CREEK FROM JUNCTION OF U.S. HIGHWAY 33 AT PENIEL, 17
 HX1750'FEET WEST OF CENTER LINE OF ROAD, 71 FEET SOUTH-SOUTHWEST OF
 HX1750'CENTER OF JUNCTION OF A ROAD LEADING WEST AND UPHILL, 3 FEET
 HX1750'NORTHWEST OF A POWER POLE, 30 1/2 FEET NORTH-NORTHWEST OF WEST END
 HX1750'OF A 30-INCH CORRUGATED PIPE CULVERT FOR A CREEK BRANCH, IN A
 HX1750'BARN LOT OF AN OLD HEWN LOG BARN, 4 1/2 FEET WEST OF BARN LOT
 HX1750'FENCE, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 HX1750'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- MARK IS ABOUT 0.55
 HX1750'MILE NORTH OF CLARENCE METHODIST CHURCH.
 HX1750
 HX1750                          STATION RECOVERY (1976)
 HX1750
 HX1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2513 ***********************************************************************
 HX2513  DESIGNATION -  S 94
 HX2513  PID         -  HX2513
 HX2513  STATE/COUNTY-  WV/ROANE
 HX2513  USGS QUAD   -  KENTUCK (1975)
 HX2513
 HX2513                         *CURRENT SURVEY CONTROL
 HX2513  ___________________________________________________________________
 HX2513* NAD 83(1986)-  38 40 59.     (N)    081 30 11.     (W)     SCALED    
 HX2513* NAVD 88     -       276.955  (meters)     908.64   (feet)  ADJUSTED  
 HX2513  ___________________________________________________________________
 HX2513  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX2513  DYNAMIC HT  -         276.769 (meters)     908.03  (feet)  COMP
 HX2513  MODELED GRAV-     979,951.1   (mgal)                       NAVD 88
 HX2513
 HX2513  VERT ORDER  -  SECOND    CLASS 0
 HX2513
 HX2513.The horizontal coordinates were scaled from a topographic map and have
 HX2513.an estimated accuracy of +/- 6 seconds.
 HX2513
 HX2513.The orthometric height was determined by differential leveling
 HX2513.and adjusted by the National Geodetic Survey in June 1991..
 HX2513
 HX2513.The geoid height was determined by GEOID03.
 HX2513
 HX2513.The dynamic height is computed by dividing the NAVD 88
 HX2513.geopotential number by the normal gravity value computed on the
 HX2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2513.degrees latitude (g = 980.6199 gals.).
 HX2513
 HX2513.The modeled gravity was interpolated from observed gravity values.
 HX2513
 HX2513;                    North         East    Units  Estimated Accuracy
 HX2513;SPC WV S     -   186,920.      556,230.      MT  (+/- 180 meters Scaled)
 HX2513
 HX2513                          SUPERSEDED SURVEY CONTROL
 HX2513
 HX2513  NGVD 29 (??/??/92)  277.127  (m)          909.21   (f) ADJ UNCH    2 0
 HX2513
 HX2513.Superseded values are not recommended for survey control.
 HX2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2513.See file dsdata.txt to determine how the superseded data were derived.
 HX2513
 HX2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC562817(NAD 83)
 HX2513_MARKER: DB = BENCH MARK DISK
 HX2513_SETTING: 66 = SET IN ROCK OUTCROP
 HX2513_SP_SET: ROCK CUT
 HX2513_STAMPING: S 94 1956
 HX2513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2513+STABILITY: POSITION/ELEVATION WELL
 HX2513
 HX2513  HISTORY     - Date     Condition        Report By
 HX2513  HISTORY     - 1956     MONUMENTED       CGS
 HX2513
 HX2513                          STATION DESCRIPTION
 HX2513
 HX2513'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2513'2.1 MI SW FROM HARMONY.
 HX2513'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 HX2513'OVER COX FORK AT HARMONY, THENCE ABOUT 1.1 MILES NORTHWEST
 HX2513'ALONG A GRAVEL ROAD LEADING TO STATTS MILLS, THENCE ABOUT 0.8
 HX2513'MILE SOUTHWEST ALONG A ROAD, ABOUT 0.75 MILE NORTHEAST OF THE
 HX2513'JUNCTION OF A DIRT ROAD LEADING DOWNSTREAM ALONG HIGBY RUN, 14
 HX2513'FEET SOUTH OF CENTER LINE OF ROAD, SET VERTICALLY IN NORTH FACE
 HX2513'OF BOTTOM LAYER OF ROCK IN A 7-FOOT HIGH ROCK CUT, 36 YARDS
 HX2513'WEST OF EAST END OF ROCKY PART OF CUT, 37 YARDS EAST OF WEST
 HX2513'END OF ROCKY PART OF CUT AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1674 ***********************************************************************
 HX1674  DESIGNATION -  S 95
 HX1674  PID         -  HX1674
 HX1674  STATE/COUNTY-  WV/ROANE
 HX1674  USGS QUAD   -  SPENCER (1986)
 HX1674
 HX1674                         *CURRENT SURVEY CONTROL
 HX1674  ___________________________________________________________________
 HX1674* NAD 83(1986)-  38 47 29.     (N)    081 20 24.     (W)     SCALED    
 HX1674* NAVD 88     -       289.827  (meters)     950.87   (feet)  ADJUSTED  
 HX1674  ___________________________________________________________________
 HX1674  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HX1674  DYNAMIC HT  -         289.634 (meters)     950.24  (feet)  COMP
 HX1674  MODELED GRAV-     979,952.3   (mgal)                       NAVD 88
 HX1674
 HX1674  VERT ORDER  -  SECOND    CLASS 0
 HX1674
 HX1674.The horizontal coordinates were scaled from a topographic map and have
 HX1674.an estimated accuracy of +/- 6 seconds.
 HX1674
 HX1674.The orthometric height was determined by differential leveling
 HX1674.and adjusted by the National Geodetic Survey in June 1991..
 HX1674
 HX1674.The geoid height was determined by GEOID03.
 HX1674
 HX1674.The dynamic height is computed by dividing the NAVD 88
 HX1674.geopotential number by the normal gravity value computed on the
 HX1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1674.degrees latitude (g = 980.6199 gals.).
 HX1674
 HX1674.The modeled gravity was interpolated from observed gravity values.
 HX1674
 HX1674;                    North         East    Units  Estimated Accuracy
 HX1674;SPC WV S     -   198,880.      570,460.      MT  (+/- 180 meters Scaled)
 HX1674
 HX1674                          SUPERSEDED SURVEY CONTROL
 HX1674
 HX1674  NGVD 29 (??/??/92)  289.990  (m)          951.41   (f) ADJ UNCH    2 0
 HX1674
 HX1674.Superseded values are not recommended for survey control.
 HX1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1674.See file dsdata.txt to determine how the superseded data were derived.
 HX1674
 HX1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC704936(NAD 83)
 HX1674_MARKER: DB = BENCH MARK DISK
 HX1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1674_STAMPING: S 95 1956
 HX1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1674+STABILITY: SURFACE MOTION
 HX1674
 HX1674  HISTORY     - Date     Condition        Report By
 HX1674  HISTORY     - 1956     MONUMENTED       CGS
 HX1674
 HX1674                          STATION DESCRIPTION
 HX1674
 HX1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1674'1.6 MI SE FROM SPENCER.
 HX1674'ABOUT 1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE COURT
 HX1674'HOUSE AT SPENCER, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG A BLACK
 HX1674'TOP ROAD TO OFFICE BUILDING OF ROANE COUNTY AIRPORT, THENCE ABOUT
 HX1674'0.2 MILE WEST ALONG SOUTH SIDE OF EAST-WEST RUNWAY, 245 FEET
 HX1674'SOUTH OF CENTER LINE OF RUNWAY, 38 FEET NORTHEAST OF NORTHEAST
 HX1674'CORNER OF A SMALL HANGAR, AND SET IN THE TOP OF A CONCRETE POST
 HX1674'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2070 ***********************************************************************
 HX2070  DESIGNATION -  S 96
 HX2070  PID         -  HX2070
 HX2070  STATE/COUNTY-  WV/KANAWHA
 HX2070  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2070
 HX2070                         *CURRENT SURVEY CONTROL
 HX2070  ___________________________________________________________________
 HX2070* NAD 83(1986)-  38 21 55.     (N)    081 35 41.     (W)     SCALED    
 HX2070* NAVD 88     -       182.095  (meters)     597.42   (feet)  ADJUSTED  
 HX2070  ___________________________________________________________________
 HX2070  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HX2070  DYNAMIC HT  -         181.966 (meters)     597.00  (feet)  COMP
 HX2070  MODELED GRAV-     979,916.2   (mgal)                       NAVD 88
 HX2070
 HX2070  VERT ORDER  -  SECOND    CLASS 0
 HX2070
 HX2070.The horizontal coordinates were scaled from a topographic map and have
 HX2070.an estimated accuracy of +/- 6 seconds.
 HX2070
 HX2070.The orthometric height was determined by differential leveling
 HX2070.and adjusted by the National Geodetic Survey in June 1991..
 HX2070
 HX2070.The geoid height was determined by GEOID03.
 HX2070
 HX2070.The dynamic height is computed by dividing the NAVD 88
 HX2070.geopotential number by the normal gravity value computed on the
 HX2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2070.degrees latitude (g = 980.6199 gals.).
 HX2070
 HX2070.The modeled gravity was interpolated from observed gravity values.
 HX2070
 HX2070;                    North         East    Units  Estimated Accuracy
 HX2070;SPC WV S     -   151,700.      548,030.      MT  (+/- 180 meters Scaled)
 HX2070
 HX2070                          SUPERSEDED SURVEY CONTROL
 HX2070
 HX2070  NGVD 29 (??/??/92)  182.286  (m)          598.05   (f) ADJ UNCH    2 0
 HX2070
 HX2070.Superseded values are not recommended for survey control.
 HX2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2070.See file dsdata.txt to determine how the superseded data were derived.
 HX2070
 HX2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC480465(NAD 83)
 HX2070_MARKER: DB = BENCH MARK DISK
 HX2070_SETTING: 66 = SET IN ROCK OUTCROP
 HX2070_SP_SET: ROCK CUT
 HX2070_STAMPING: S 96 1956
 HX2070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2070+STABILITY: POSITION/ELEVATION WELL
 HX2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX2070+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 HX2070
 HX2070  HISTORY     - Date     Condition        Report By
 HX2070  HISTORY     - 1956     MONUMENTED       CGS
 HX2070  HISTORY     - 20050915 GOOD             GEOCAC
 HX2070
 HX2070                          STATION DESCRIPTION
 HX2070
 HX2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2070'2.5 MI NE FROM CHARLESTON.
 HX2070'ABOUT 1.7 MILES NORTH AND NORTHEAST ALONG THE BALTIMORE AND
 HX2070'OHIO RAILROAD FROM THE FREIGHT STATION AND CROSSING OF BROAD
 HX2070'STREET AT CHARELSTON, THENCE ABOUT 0.8 MILE EAST ALONG ELK TWO
 HX2070'MILE ROAD, SET VERTICALLY IN THE WEST-SOUTHWEST FACE OF A
 HX2070'30-FOOT HIGH ROCK CUT, 18 1/2 FEET EAST-NORTHEAST OF CENTER LINE
 HX2070'OF BLACK TOP ROAD, 63 1/2 FEET NORTH OF NORTH CORNER OF A WOODEN
 HX2070'DECK STEEL BRIDGE FOR A DRIVE ACROSS CREEK TO A FLAT ROOF
 HX2070'ONE-STORY RANCH STYLE HOUSE, AND ABOUT 3 1/2 FEET ABOVE LEVEL OF
 HX2070'ROAD.
 HX2070
 HX2070                          STATION RECOVERY (2005)
 HX2070
 HX2070'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HX2070'THE BRIDGE MENTIONED IN THE 1956 DESCRIPTION IS FOR THE RESIDENCES AT
 HX2070'301 AND 303 KEYSTONE DR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2561 ***********************************************************************
 HX2561  DESIGNATION -  S 97
 HX2561  PID         -  HX2561
 HX2561  STATE/COUNTY-  WV/KANAWHA
 HX2561  USGS QUAD   -  ROMANCE (1975)
 HX2561
 HX2561                         *CURRENT SURVEY CONTROL
 HX2561  ___________________________________________________________________
 HX2561* NAD 83(1986)-  38 33 53.     (N)    081 33 23.     (W)     SCALED    
 HX2561* NAVD 88     -       198.742  (meters)     652.04   (feet)  ADJUSTED  
 HX2561  ___________________________________________________________________
 HX2561  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HX2561  DYNAMIC HT  -         198.607 (meters)     651.60  (feet)  COMP
 HX2561  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 HX2561
 HX2561  VERT ORDER  -  SECOND    CLASS 0
 HX2561
 HX2561.The horizontal coordinates were scaled from a topographic map and have
 HX2561.an estimated accuracy of +/- 6 seconds.
 HX2561
 HX2561.The orthometric height was determined by differential leveling
 HX2561.and adjusted by the National Geodetic Survey in June 1991..
 HX2561
 HX2561.The geoid height was determined by GEOID03.
 HX2561
 HX2561.The dynamic height is computed by dividing the NAVD 88
 HX2561.geopotential number by the normal gravity value computed on the
 HX2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2561.degrees latitude (g = 980.6199 gals.).
 HX2561
 HX2561.The modeled gravity was interpolated from observed gravity values.
 HX2561
 HX2561;                    North         East    Units  Estimated Accuracy
 HX2561;SPC WV S     -   173,810.      551,510.      MT  (+/- 180 meters Scaled)
 HX2561
 HX2561                          SUPERSEDED SURVEY CONTROL
 HX2561
 HX2561  NGVD 29 (??/??/92)  198.921  (m)          652.63   (f) ADJ UNCH    2 0
 HX2561
 HX2561.Superseded values are not recommended for survey control.
 HX2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2561.See file dsdata.txt to determine how the superseded data were derived.
 HX2561
 HX2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC515686(NAD 83)
 HX2561_MARKER: DB = BENCH MARK DISK
 HX2561_SETTING: 66 = SET IN ROCK OUTCROP
 HX2561_SP_SET: ROCK CUT
 HX2561_STAMPING: S 97 1956
 HX2561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2561+STABILITY: POSITION/ELEVATION WELL
 HX2561
 HX2561  HISTORY     - Date     Condition        Report By
 HX2561  HISTORY     - 1956     MONUMENTED       CGS
 HX2561
 HX2561                          STATION DESCRIPTION
 HX2561
 HX2561'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2561'7.4 MI NE FROM SISSONVILLE.
 HX2561'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2561'AT SISSONVILLE, THENCE ABOUT 5.2 MILES EAST AND NORTHEAST ALONG
 HX2561'A BLACK TOP ROAD, THENCE ABOUT 0.75 MILE NORTHEAST ALONG A DIRT
 HX2561'ROAD FOLLOWING POCATALICO RIVER, ABOUT 0.75 MILE NORTHEST OF
 HX2561'CROWDERS STORE AND BRIDGE OVER POCATALICO RIVER, ABOUT 0.35 MILE
 HX2561'NORTHEAST OF JUNCTION OF A ROAD NORTH ALONG HICUMBOTTOM RUN
 HX2561'AND EMMA BELLE SCHOOL, ABOUT 0.15 MILE SOUTH OF A SHARP CURVE
 HX2561'IN ROAD AND A CULVERT FOR A CREEK BRANCH, 16 FEET WEST OF CENTER
 HX2561'LINE OF ROAD, SET VERTICALLY IN EAST FACE OF A 25-FOOT HIGH SOLID
 HX2561'ROCK CUT, 39 YARDS SOUTH OF NORTH END OF SOLID ROCK CUT, AND 4
 HX2561'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2581 ***********************************************************************
 HX2581  DESIGNATION -  S 98
 HX2581  PID         -  HX2581
 HX2581  STATE/COUNTY-  WV/KANAWHA
 HX2581  USGS QUAD   -  SISSONVILLE (1958)
 HX2581
 HX2581                         *CURRENT SURVEY CONTROL
 HX2581  ___________________________________________________________________
 HX2581* NAD 83(1986)-  38 30 09.     (N)    081 42 52.     (W)     SCALED    
 HX2581* NAVD 88     -       183.688  (meters)     602.65   (feet)  ADJUSTED  
 HX2581  ___________________________________________________________________
 HX2581  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HX2581  DYNAMIC HT  -         183.562 (meters)     602.24  (feet)  COMP
 HX2581  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 HX2581
 HX2581  VERT ORDER  -  SECOND    CLASS 0
 HX2581
 HX2581.The horizontal coordinates were scaled from a topographic map and have
 HX2581.an estimated accuracy of +/- 6 seconds.
 HX2581
 HX2581.The orthometric height was determined by differential leveling
 HX2581.and adjusted by the National Geodetic Survey in June 1991..
 HX2581
 HX2581.The geoid height was determined by GEOID03.
 HX2581
 HX2581.The dynamic height is computed by dividing the NAVD 88
 HX2581.geopotential number by the normal gravity value computed on the
 HX2581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2581.degrees latitude (g = 980.6199 gals.).
 HX2581
 HX2581.The modeled gravity was interpolated from observed gravity values.
 HX2581
 HX2581;                    North         East    Units  Estimated Accuracy
 HX2581;SPC WV S     -   167,000.      537,680.      MT  (+/- 180 meters Scaled)
 HX2581
 HX2581                          SUPERSEDED SURVEY CONTROL
 HX2581
 HX2581  NGVD 29 (??/??/92)  183.877  (m)          603.27   (f) ADJ UNCH    2 0
 HX2581
 HX2581.Superseded values are not recommended for survey control.
 HX2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2581.See file dsdata.txt to determine how the superseded data were derived.
 HX2581
 HX2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC377618(NAD 83)
 HX2581_MARKER: DB = BENCH MARK DISK
 HX2581_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2581_SP_SET: ABUTMENT
 HX2581_STAMPING: S 98 1956
 HX2581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2581
 HX2581  HISTORY     - Date     Condition        Report By
 HX2581  HISTORY     - 1956     MONUMENTED       CGS
 HX2581
 HX2581                          STATION DESCRIPTION
 HX2581
 HX2581'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2581'9.6 MI W FROM SISSONVILLE.
 HX2581'ABOUT 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 21 FROM THE HIGH
 HX2581'SCHOOL AT SISSONVILLE, THENCE ABOUT 3.0 MILES NORTHWEST AND
 HX2581'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 1.15 MILES
 HX2581'NORTHWEST ALONG A GRAVEL RAD FOLLOWING DERRICK CREEK, THENCE
 HX2581'ABOUT 1.4 MILES WEST ALONG A ROAD LEADING OVER GAP INTO FROG CREEK,
 HX2581'THENCE ABOUT 1.75 MILES SOUTH AND SOUTHWEST ALONG GRAVEL ROAD
 HX2581'FOLLOWING FROG CREEK, AT THE JUNCTION OF A BLACK TOP ROAD
 HX2581'FOLLOWING KELLY CREEK, ABOUT 1.0 MILE SOUTHEAST ALONG A BLACK
 HX2581'TOP ROAD FROM BETTY L. BOOSTER SCHOOL, IN THE TOP OF THE WEST
 HX2581'END OF BACK WALL OF NORTH CONCRETE ABUTMENT OF A STEEL BRIDGE
 HX2581'OVER POCATALICO RIVER ON BLACK TOP ROAD, 10 FEET WEST OF CENTER
 HX2581'LINE OF BLACK TOP ROAD, ABOUT 40 YARDS SOUTH OF CENTER OF
 HX2581'JUNCTION OF BLACK TOP ROAD AND FROG CREEK ROAD AND ABOUT 1 FOOT
 HX2581'ABOVE LEVEL OF BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE8613 ***********************************************************************
 DE8613  DESIGNATION -  S 98 RESET
 DE8613  PID         -  DE8613
 DE8613  STATE/COUNTY-  WV/KANAWHA
 DE8613  USGS QUAD   -  SISSONVILLE (1958)
 DE8613
 DE8613                         *CURRENT SURVEY CONTROL
 DE8613  ___________________________________________________________________
 DE8613* NAD 83(1986)-  38 30 09.     (N)    081 42 51.     (W)     SCALED    
 DE8613* NAVD 88     -       186.17   (meters)     610.8    (feet)  RESET     
 DE8613  ___________________________________________________________________
 DE8613  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DE8613
 DE8613  VERT ORDER  -  THIRD
 DE8613
 DE8613.The horizontal coordinates were scaled from a topographic map and have
 DE8613.an estimated accuracy of +/- 6 seconds.
 DE8613
 DE8613.The orthometric height was computed from unverified reset data.
 DE8613.No vertical observational check was made to the station.
 DE8613
 DE8613.The geoid height was determined by GEOID03.
 DE8613
 DE8613;                    North         East    Units  Estimated Accuracy
 DE8613;SPC WV S     -   167,000.      537,710.      MT  (+/- 180 meters Scaled)
 DE8613
 DE8613                          SUPERSEDED SURVEY CONTROL
 DE8613
 DE8613.No superseded survey control is available for this station.
 DE8613
 DE8613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC377618(NAD 83)
 DE8613_MARKER: DV = VERTICAL CONTROL DISK
 DE8613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE8613_SP_SET: BRIDGE ABUTMENT
 DE8613_STAMPING: S 98 RESET 2001
 DE8613_MARK LOGO: NGS   
 DE8613_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8613
 DE8613  HISTORY     - Date     Condition        Report By
 DE8613  HISTORY     - 2001     MONUMENTED       NGS
 DE8613
 DE8613                          STATION DESCRIPTION
 DE8613
 DE8613'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (CG)
 DE8613'A BRASS DISK IN KANWNA CO.  ON SOUTHERN PARAPET WALL OF NORTH ABUTMENT
 DE8613'OF BRIDGE OVER POCA RIVER AND 25 FEET (7.6 M) SOUTH OF INTERSECTION OF
 DE8613'COUNTY ROAD 30 AND COUNTY 7, 14 FEET (4.3 M) WEST OF CENTERLINE OF
 DE8613'BRIDGE AND 3 FEET (0.9 M) HIGHER THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2543 ***********************************************************************
 HX2543  DESIGNATION -  S 99
 HX2543  PID         -  HX2543
 HX2543  STATE/COUNTY-  WV/PUTNAM
 HX2543  USGS QUAD   -  BANCROFT (1975)
 HX2543
 HX2543                         *CURRENT SURVEY CONTROL
 HX2543  ___________________________________________________________________
 HX2543* NAD 83(1986)-  38 32 43.     (N)    081 45 33.     (W)     SCALED    
 HX2543* NAVD 88     -       209.276  (meters)     686.60   (feet)  ADJUSTED  
 HX2543  ___________________________________________________________________
 HX2543  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HX2543  DYNAMIC HT  -         209.131 (meters)     686.12  (feet)  COMP
 HX2543  MODELED GRAV-     979,932.6   (mgal)                       NAVD 88
 HX2543
 HX2543  VERT ORDER  -  SECOND    CLASS 0
 HX2543
 HX2543.The horizontal coordinates were scaled from a topographic map and have
 HX2543.an estimated accuracy of +/- 6 seconds.
 HX2543
 HX2543.The orthometric height was determined by differential leveling
 HX2543.and adjusted by the National Geodetic Survey in June 1991..
 HX2543
 HX2543.The geoid height was determined by GEOID03.
 HX2543
 HX2543.The dynamic height is computed by dividing the NAVD 88
 HX2543.geopotential number by the normal gravity value computed on the
 HX2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2543.degrees latitude (g = 980.6199 gals.).
 HX2543
 HX2543.The modeled gravity was interpolated from observed gravity values.
 HX2543
 HX2543;                    North         East    Units  Estimated Accuracy
 HX2543;SPC WV S     -   171,780.      533,820.      MT  (+/- 180 meters Scaled)
 HX2543
 HX2543                          SUPERSEDED SURVEY CONTROL
 HX2543
 HX2543  NGVD 29 (??/??/92)  209.466  (m)          687.22   (f) ADJ UNCH    2 0
 HX2543
 HX2543.Superseded values are not recommended for survey control.
 HX2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2543.See file dsdata.txt to determine how the superseded data were derived.
 HX2543
 HX2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC338665(NAD 83)
 HX2543_MARKER: DB = BENCH MARK DISK
 HX2543_SETTING: 66 = SET IN ROCK OUTCROP
 HX2543_SP_SET: ROCK OUTCROP
 HX2543_STAMPING: S 99 1956
 HX2543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2543+STABILITY: POSITION/ELEVATION WELL
 HX2543
 HX2543  HISTORY     - Date     Condition        Report By
 HX2543  HISTORY     - 1956     MONUMENTED       CGS
 HX2543
 HX2543                          STATION DESCRIPTION
 HX2543
 HX2543'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2543'0.8 MI N FROM HEIZER.
 HX2543'ABOUT 0.85 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 HX2543'HEIZER, ABOUT 0.3 MILE NORTH OF A CULVERT FOR A CREEK BRANCH,
 HX2543'204 YARDS SOUTH OF A CULVERT FOR A SMALL CREEK BRANCH, 24 FEET
 HX2543'SOUTHEAST OF CENTER OF JUNCTION OF ROAD AND A NARROW ROUGH ROAD
 HX2543'LEADING NORTHWEST, 16 1/2 FEET EAST OF CENTER LINE OF ROAD, 4.4
 HX2543'FEET EAST-NORTHEAST OF THE EAST END OF A 15-INCH PIPE CULVERT
 HX2543'UNDER ROAD, IN THE TOP OF A SMALL SHELF IN THE SLANTING WEST
 HX2543'FACE OF A 4-FOOT HIGH ROCK OUTCROP, 3 FEET ABOVE BOTTOM OF DITCH
 HX2543'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3086 ***********************************************************************
 HX3086  DESIGNATION -  S CHARLESTON C C CHEM CORP STK
 HX3086  PID         -  HX3086
 HX3086  STATE/COUNTY-  WV/KANAWHA
 HX3086  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3086
 HX3086                         *CURRENT SURVEY CONTROL
 HX3086  ___________________________________________________________________
 HX3086* NAD 83(1995)-  38 21 54.92821(N)    081 40 28.54807(W)     ADJUSTED  
 HX3086* NAVD 88     -                                                        
 HX3086  ___________________________________________________________________
 HX3086  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 HX3086  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HX3086
 HX3086  HORZ ORDER  -  THIRD
 HX3086
 HX3086.The horizontal coordinates were established by classical geodetic methods
 HX3086.and adjusted by the National Geodetic Survey in April 1998..
 HX3086
 HX3086
 HX3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3086
 HX3086.The geoid height was determined by GEOID03.
 HX3086
 HX3086;                    North         East     Units Scale Factor Converg.
 HX3086;SPC WV S     -   151,743.243   541,048.210   MT  0.99993064   -0 25 01.3
 HX3086;UTM  17      - 4,246,557.739   441,066.867   MT  0.99964277   -0 25 07.4
 HX3086
 HX3086                          SUPERSEDED SURVEY CONTROL
 HX3086
 HX3086  NAD 83(1995)-  38 21 54.93503(N)    081 40 28.55328(W) AD(       ) 4
 HX3086  NAD 83(1986)-  38 21 54.93640(N)    081 40 28.55447(W) AD(       ) 4
 HX3086  NAD 27      -  38 21 54.59500(N)    081 40 29.10900(W) AD(       ) 3
 HX3086
 HX3086.Superseded values are not recommended for survey control.
 HX3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3086.See file dsdata.txt to determine how the superseded data were derived.
 HX3086
 HX3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4106746558(NAD 83)
 HX3086_MARKER: 63 = STACK
 HX3086
 HX3086  HISTORY     - Date     Condition        Report By
 HX3086  HISTORY     - 1944     FIRST OBSERVED   CGS
 HX3086  HISTORY     - 1958     GOOD             CGS
 HX3086
 HX3086                          STATION DESCRIPTION
 HX3086
 HX3086'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3086'STATION IS LOCATED ABOUT 0.3 MILE (AIR LINE) NW OF THE KANAWHA RIVER
 HX3086'BRIDGE AND 0.1 MILE E OF U.S. HIGHWAY
 HX3086'60.  IT IS THE MOST S OF THE STACKS AT THE CARBIDE
 HX3086'AND CARBON CHEMICAL CORPORATION
 HX3086'WHICH IS LOCATED IN SOUTH CHARLESTON.
 HX3086'IT IS LOCATED AT THE NW SIDE OF THE MAIN
 HX3086'POWER-PLANT BUILDING.
 HX3086'THE STACK IS A WHITE
 HX3086'CONCRETE STRUCTURE ABOUT 225 FEET IN
 HX3086'HEIGHT AND WAS ERECTED IN 1936.  THE
 HX3086'TOP CENTER WAS THE POINT OBSERVED.
 HX3086'
 HX3086'TO REACH THE STATION FROM THE KANAWHA RIVER BRIDGE, GO W
 HX3086'TOWARD SOUTH
 HX3086'CHARLESTON ON U.S. HIGHWAY 60 FOR 0.5 MILE TO THE
 HX3086'STACK ON THE RIGHT.
 HX3086
 HX3086                          STATION RECOVERY (1958)
 HX3086
 HX3086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3086'THE INTERSECTION STATION WAS RECOVERED AS ORIGINALLY DESCRIBED
 HX3086'AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3067 ***********************************************************************
 HX3067  DESIGNATION -  S CHARLESTON ST POLICE MAST
 HX3067  PID         -  HX3067
 HX3067  STATE/COUNTY-  WV/KANAWHA
 HX3067  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3067
 HX3067                         *CURRENT SURVEY CONTROL
 HX3067  ___________________________________________________________________
 HX3067* NAD 83(1995)-  38 21 19.97412(N)    081 42 54.78627(W)     ADJUSTED  
 HX3067* NAVD 88     -                                                        
 HX3067  ___________________________________________________________________
 HX3067  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 HX3067  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 HX3067
 HX3067  HORZ ORDER  -  THIRD
 HX3067
 HX3067.The horizontal coordinates were established by classical geodetic methods
 HX3067.and adjusted by the National Geodetic Survey in April 1998..
 HX3067
 HX3067
 HX3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3067
 HX3067.The geoid height was determined by GEOID03.
 HX3067
 HX3067;                    North         East     Units Scale Factor Converg.
 HX3067;SPC WV S     -   150,692.183   537,490.103   MT  0.99993012   -0 26 31.7
 HX3067;UTM  17      - 4,245,507.083   437,509.743   MT  0.99964809   -0 26 37.8
 HX3067
 HX3067                          SUPERSEDED SURVEY CONTROL
 HX3067
 HX3067  NAD 83(1995)-  38 21 19.98067(N)    081 42 54.79127(W) AD(       ) 4
 HX3067  NAD 83(1986)-  38 21 19.98217(N)    081 42 54.79251(W) AD(       ) 4
 HX3067  NAD 27      -  38 21 19.64000(N)    081 42 55.34000(W) AD(       ) 3
 HX3067
 HX3067.Superseded values are not recommended for survey control.
 HX3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3067.See file dsdata.txt to determine how the superseded data were derived.
 HX3067
 HX3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3751045507(NAD 83)
 HX3067_MARKER: 42 = RADIO/TV MAST
 HX3067
 HX3067  HISTORY     - Date     Condition        Report By
 HX3067  HISTORY     - 1944     FIRST OBSERVED   CGS
 HX3067  HISTORY     - 1958     GOOD             CGS
 HX3067
 HX3067                          STATION DESCRIPTION
 HX3067
 HX3067'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3067'STATION IS THE RADIO MAST AT COMPANY B OF THE
 HX3067'WEST VIRGINIA
 HX3067'STATE POLICE HEADQUARTERS IN SOUTH CHARLESTON.  IT
 HX3067'IS LOCATED S OF THE THREE RADIO
 HX3067'MASTS OF STATION WCHS, BEING THE
 HX3067'MOST S OF THE GROUP.  IT IS IN THE REAR OF THE
 HX3067'ADMINISTRATION
 HX3067'BUILDING.  THE MAST IS A STEEL STRUCTURE, 321 FEET IN HEIGHT,
 HX3067'WHICH WAS
 HX3067'ERECTED IN 1938.
 HX3067'
 HX3067'A RED LIGHT AT THE TOP WAS THE POINT OBSERVED.
 HX3067'
 HX3067'TO REACH THE STATION FROM THE KANAWHA RIVER BRIDGE, GO W ON
 HX3067'U.S. HIGHWAY 60
 HX3067'THROUGH SOUTH CHARLESTON FOR 3.2 MILES TO A SURFACED
 HX3067'ROAD LEFT, TURN LEFT AND GO 0.35
 HX3067'MILE TO THE STATION ON THE RIGHT.
 HX3067
 HX3067                          STATION RECOVERY (1958)
 HX3067
 HX3067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3067'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 HX3067'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3081 ***********************************************************************
 HX3081  DESIGNATION -  S CHARLESTON USN ORD PLT TK
 HX3081  PID         -  HX3081
 HX3081  STATE/COUNTY-  WV/KANAWHA
 HX3081  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3081
 HX3081                         *CURRENT SURVEY CONTROL
 HX3081  ___________________________________________________________________
 HX3081* NAD 83(1995)-  38 21 53.47322(N)    081 42 20.37805(W)     ADJUSTED  
 HX3081* NAVD 88     -                                                        
 HX3081  ___________________________________________________________________
 HX3081  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 HX3081  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HX3081
 HX3081  HORZ ORDER  -  THIRD
 HX3081
 HX3081.The horizontal coordinates were established by classical geodetic methods
 HX3081.and adjusted by the National Geodetic Survey in April 1998..
 HX3081
 HX3081
 HX3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3081
 HX3081.The geoid height was determined by GEOID03.
 HX3081
 HX3081;                    North         East     Units Scale Factor Converg.
 HX3081;SPC WV S     -   151,718.597   538,333.303   MT  0.99993062   -0 26 10.5
 HX3081;UTM  17      - 4,246,533.182   438,352.735   MT  0.99964680   -0 26 16.8
 HX3081
 HX3081                          SUPERSEDED SURVEY CONTROL
 HX3081
 HX3081  NAD 83(1995)-  38 21 53.47981(N)    081 42 20.38316(W) AD(       ) 4
 HX3081  NAD 83(1986)-  38 21 53.48125(N)    081 42 20.38441(W) AD(       ) 4
 HX3081  NAD 27      -  38 21 53.14000(N)    081 42 20.93100(W) AD(       ) 3
 HX3081
 HX3081.Superseded values are not recommended for survey control.
 HX3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3081.See file dsdata.txt to determine how the superseded data were derived.
 HX3081
 HX3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3835346533(NAD 83)
 HX3081_MARKER: 53 = ELEVATED TANK
 HX3081
 HX3081  HISTORY     - Date     Condition        Report By
 HX3081  HISTORY     - 1944     FIRST OBSERVED   CGS
 HX3081  HISTORY     - 1958     GOOD             CGS
 HX3081  HISTORY     - 20050912 GOOD             GEOCAC
 HX3081
 HX3081                          STATION DESCRIPTION
 HX3081
 HX3081'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3081'STATION IS LOCATED AT THE NW CORNER OF THE MACHINE SHOP OF THE U.S.
 HX3081'NAVAL ORDNANCE PLANT IN SOUTH
 HX3081'CHARLESTON.  THE TANK IS A FOUR-LEGGED STEEL STRUCTURE
 HX3081'PAINTED BATTLESHIP GRAY.
 HX3081'IT HAS A CAPACITY OF 100,000 GALLONS,
 HX3081'ERECTED IN JANUARY 1942, AND THE OVERALL
 HX3081'HEIGHT IS APPROXIMATELY 120 FEET.
 HX3081'
 HX3081'THE BALL FINIAL AT THE TOP OF THE CONICAL ROOF WAS THE POINT
 HX3081'OBSERVED.
 HX3081'
 HX3081'TO REACH THE STATION FROM THE KANAWHA RIVER BRIDGE, GO W ON
 HX3081'U.S. HIGHWAY 60
 HX3081'TOWARD SOUTH CHARLESTON FOR 2.4 MILES TO THE
 HX3081'STATION ON THE LEFT.
 HX3081
 HX3081                          STATION RECOVERY (1958)
 HX3081
 HX3081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HX3081'THE INTERSECTION STATION WAS RECOVERED AS ORIGINALLY DESCRIBED
 HX3081'AND FOUND TO BE IN
 HX3081'GOOD CONDITION.
 HX3081
 HX3081                          STATION RECOVERY (2005)
 HX3081
 HX3081'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HX3081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2199 ***********************************************************************
 JX2199  DESIGNATION -  S PARKERSBURG AMER VISCOSE STK
 JX2199  PID         -  JX2199
 JX2199  STATE/COUNTY-  WV/WOOD
 JX2199  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX2199
 JX2199                         *CURRENT SURVEY CONTROL
 JX2199  ___________________________________________________________________
 JX2199* NAD 83(1995)-  39 14 23.47607(N)    081 31 10.84672(W)     ADJUSTED  
 JX2199* NAVD 88     -                                                        
 JX2199  ___________________________________________________________________
 JX2199  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 JX2199  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX2199
 JX2199  HORZ ORDER  -  THIRD
 JX2199
 JX2199.The horizontal coordinates were established by classical geodetic methods
 JX2199.and adjusted by the National Geodetic Survey in April 1998..
 JX2199
 JX2199
 JX2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2199
 JX2199.The geoid height was determined by GEOID03.
 JX2199
 JX2199;                    North         East     Units Scale Factor Converg.
 JX2199;SPC WV N     -    84,096.103   425,655.731   MT  0.99996331   -1 17 17.1
 JX2199;SPC OH S     -   138,099.437   684,627.348   MT  0.99993907   +0 37 19.3
 JX2199;UTM  17      - 4,343,522.698   455,152.229   MT  0.99962476   -0 19 43.5
 JX2199
 JX2199                          SUPERSEDED SURVEY CONTROL
 JX2199
 JX2199  NAD 83(1995)-  39 14 23.48027(N)    081 31 10.85298(W) AD(       ) 4
 JX2199  NAD 83(1986)-  39 14 23.48040(N)    081 31 10.85305(W) AD(       ) 4
 JX2199  NAD 27      -  39 14 23.20900(N)    081 31 11.40400(W) AD(       ) 3
 JX2199
 JX2199.Superseded values are not recommended for survey control.
 JX2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2199.See file dsdata.txt to determine how the superseded data were derived.
 JX2199
 JX2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5515243523(NAD 83)
 JX2199_MARKER: 63 = STACK
 JX2199
 JX2199  HISTORY     - Date     Condition        Report By
 JX2199  HISTORY     - 1944     FIRST OBSERVED   CGS
 JX2199  HISTORY     - 1962     GOOD             CGS
 JX2199  HISTORY     - 1963     GOOD             AEROS
 JX2199
 JX2199                          STATION DESCRIPTION
 JX2199
 JX2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2199'STATION IS LOCATED 1/4 MILE N OF THE MAIN
 JX2199'GATE OF THE
 JX2199'AMERICAN VISCOSE CORPORATION LOCATED ON THE NE CORNER
 JX2199'OF CAMDEN AND CALE STREETS IN
 JX2199'THE EXTREME E PART OF SOUTH PARKERSBURG.
 JX2199'IT IS A BRICK FUME STACK 300 FEET HIGH AND WAS
 JX2199'BUILT IN 1930.
 JX2199'THE LEGEND AMERICAN VISCOSE CORP IS PAINTED IN LARGE BLACK
 JX2199'LETTERS ON THE
 JX2199'N AND S SIDES OF THE STACK.
 JX2199'
 JX2199'THE POINT OBSERVED ON WAS THE CENTER OF THE TOP OF THE STACK.
 JX2199
 JX2199                          STATION RECOVERY (1962)
 JX2199
 JX2199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FBM)
 JX2199'THIS STATION WAS RECOVERED AS DESCRIBED ON U.S. COAST AND GEODETIC
 JX2199'SURVEY DESCRIPTIONS OF HORIZONTAL CONTROL DATA, QUAD 390813, STATION
 JX2199'1045-1046.
 JX2199
 JX2199                          STATION RECOVERY (1963)
 JX2199
 JX2199'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963 (RMB)
 JX2199'NOTE--THERE ARE FOUR STACKS IN THE PLANT, AND THE STACK DESCRIBED IS
 JX2199'THE NORTHERNMOST, OR CLOSEST TO THE RIVER.
 JX2199'
 JX2199'INSTEAD OF THE LETTERS AMERICAN VISCOSE CORP. IN BLACK, THE LETTERS
 JX2199'THE VISCOSE CO, IN WHITE ARE PAINTED ON THE N AND S SIDES OF THE
 JX2199'STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3109 ***********************************************************************
 HX3109  DESIGNATION -  SAINT
 HX3109  PID         -  HX3109
 HX3109  STATE/COUNTY-  WV/KANAWHA
 HX3109  USGS QUAD   -  SAINT ALBANS (1976)
 HX3109
 HX3109                         *CURRENT SURVEY CONTROL
 HX3109  ___________________________________________________________________
 HX3109* NAD 83(1995)-  38 23 18.78420(N)    081 50 42.26115(W)     ADJUSTED  
 HX3109* NAVD 88     -       187.87   (+/-2cm)     616.4    (feet)  VERTCON   
 HX3109  ___________________________________________________________________
 HX3109  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 HX3109  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HX3109
 HX3109  HORZ ORDER  -  SECOND
 HX3109  VERT ORDER  -  THIRD ? (See Below)
 HX3109
 HX3109.The horizontal coordinates were established by classical geodetic methods
 HX3109.and adjusted by the National Geodetic Survey in April 1998..
 HX3109
 HX3109.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3109.The vertical order pertains to the NGVD 29 superseded value.
 HX3109
 HX3109.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3109
 HX3109.The geoid height was determined by GEOID03.
 HX3109
 HX3109;                    North         East     Units Scale Factor Converg.
 HX3109;SPC WV S     -   154,450.736   526,174.577   MT  0.99993200   -0 31 20.7
 HX3109;UTM  17      - 4,249,265.008   426,197.448   MT  0.99966708   -0 31 29.3
 HX3109
 HX3109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3109!SPC WV S     -   0.99997574  x   0.99993200  =   0.99990774
 HX3109!UTM  17      -   0.99997574  x   0.99966708  =   0.99964283
 HX3109
 HX3109:                Primary Azimuth Mark                     Grid Az
 HX3109:SPC WV S     -  NITRO VISCOSE CO WATER TANK              001 44 58.6
 HX3109:UTM  17      -  NITRO VISCOSE CO WATER TANK              001 45 07.2
 HX3109
 HX3109|---------------------------------------------------------------------|
 HX3109| PID    Reference Object                     Distance      Geod. Az  |
 HX3109|                                                           dddmmss.s |
 HX3109| HX3110 NITRO VISCOSE CO WATER TANK         APPROX. 4.8 KM 0011337.9 |
 HX3109| DC4250 SAINT AZ MK                                        1402345.4 |
 HX3109| DC4251 SAINT RM 1                            5.813 METERS 14641     |
 HX3109| DC4252 SAINT RM 2                            7.674 METERS 31117     |
 HX3109|---------------------------------------------------------------------|
 HX3109
 HX3109                          SUPERSEDED SURVEY CONTROL
 HX3109
 HX3109  NAD 83(1995)-  38 23 18.78979(N)    081 50 42.26638(W) AD(       ) 2
 HX3109  NAD 83(1986)-  38 23 18.79192(N)    081 50 42.26744(W) AD(       ) 2
 HX3109  NAD 27      -  38 23 18.46000(N)    081 50 42.79800(W) AD(       ) 2
 HX3109  NGVD 29 (07/19/86)  188.07   (m)          617.0    (f) LEVELING    3  
 HX3109
 HX3109.Superseded values are not recommended for survey control.
 HX3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3109.See file dsdata.txt to determine how the superseded data were derived.
 HX3109
 HX3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2619749265(NAD 83)
 HX3109_MARKER: DS = TRIANGULATION STATION DISK
 HX3109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX3109+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 HX3109
 HX3109  HISTORY     - Date     Condition        Report By
 HX3109  HISTORY     - 1944     MONUMENTED       CGS
 HX3109  HISTORY     - 1960     GOOD             CGS
 HX3109  HISTORY     - 20041214 GOOD             INDIV
 HX3109
 HX3109                          STATION DESCRIPTION
 HX3109
 HX3109'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3109'STATION IS LOCATED
 HX3109'ABOUT 0.6 MILE W
 HX3109'OF THE TOWN OF SAINT ALBANS, ALONG THE N SIDE OF
 HX3109'U.S. HIGHWAY 60, AT A POINT 0.5
 HX3109'MILE SW OF THE JUNCTION OF THE COAL
 HX3109'AND KANAWHA RIVERS.  IT IS 10.5 FEET N OF THE N
 HX3109'CURB, 30.7 FEET W
 HX3109'OF POWER-TRANSMISSION LINE POLE 136-C-26, AND 25 FEET N OF THE
 HX3109'CENTER LINE OF
 HX3109'THE HIGHWAY.  IT IS STAMPED SAINT 1944 AND PROJECTS
 HX3109'ABOUT 4 INCHES.
 HX3109'
 HX3109'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 HX3109'SET IN CONCRETE.
 HX3109'
 HX3109'REFERENCE MARK 1 IS 23 FEET N OF THE CENTER LINE OF THE HIGHWAY.
 HX3109'IT IS STAMPED
 HX3109'SAINT NO 1 1944 AND IS FLUSH WITH THE SURFACE
 HX3109'OF THE GROUND.
 HX3109'
 HX3109'REFERENCE MARK 2 IS 23 FEET N OF THE CENTER LINE OF THE HIGHWAY.
 HX3109'IT IS STAMPED
 HX3109'SAINT NO 2 1944 AND IS FLUSH WITH THE SURFACE
 HX3109'OF THE GROUND.
 HX3109'
 HX3109'AZIMUTH MARK IS 0.25 MILE BY ROAD SE OF THE STATION AND 46
 HX3109'FEET S OF
 HX3109'POWER-TRANSMISSION LINE POLE 136-C-31.  IT IS A BRONZE
 HX3109'DISK SET FLUSH IN THE S
 HX3109'CURBING OF U.S. HIGHWAY 60 AND IS STAMPED
 HX3109'SAINT 1944.
 HX3109'
 HX3109'TO REACH THE STATION FROM THE WESTERN UNION TELEGRAPH OFFICE
 HX3109'IN SAINT ALBANS,
 HX3109'GO W TOWARDS HUNTINGTON ON U.S. HIGHWAY 60 FOR
 HX3109'0.55 MILE TO THE STATION ON THE RIGHT.
 HX3109'
 HX3109'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX3109
 HX3109                          STATION RECOVERY (1960)
 HX3109
 HX3109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 HX3109'STATION AND ALL MARKS WERE RECOVERED IN VERY GOOD CONDITION.  U.S.
 HX3109'HIGHWAY 60 IS NOW WEST MAIN
 HX3109'STREET.  THE AZIMUTH MARK IS 0.15 MILE INSTEAD OF 0.25 MILE A NEW
 HX3109'DESCRIPTION FOLLOWS- STATION IS ON
 HX3109'THE NORTH SIDE OF WEST MAIN STREET IN ST. ALBANS, 0.35 MILE WEST OF
 HX3109'A STREET.  IT IS 400 FEET EAST OF COAL
 HX3109'RIVER ROAD, 100 FEET EAST OF HOUSE NUMBER 250 WEST
 HX3109'MAIN, 10.5 FEET NORTH OF THE NORTH CURB, 37 FEET WEST OF
 HX3109'POWER POLE NO. 136-C-26 AND 51-20.  THE
 HX3109'MARK IS FLUSH AND THE DISK IS STAMPED SAINT 1944.   3
 HX3109'FEET WEST OF A C.G. AND G. WITNESS SIGN AND
 HX3109'FENCELINE.
 HX3109'
 HX3109'REFERENCE MARK NO. 1 IS 5.813 METERS SOUTHEAST OF THE STATION.  IT IS
 HX3109'10 FEET NORTH OF THE NORTH CURB OF
 HX3109'MAIN STREET.  THE MARK IS FLUSH AND THE DISK IS STAMPED SAINT NO 1
 HX3109'1944.
 HX3109'
 HX3109'REFERENCE MARK NO. 2 IS 7.673 METERS WEST OF THE STATION.  IT IS 10
 HX3109'FEET NORTH OF THE NORTH CURB OF
 HX3109'MAIN STREET.  THE MARK IS FLUSH AND THE DISK IS STAMPED SAINT NO 2
 HX3109'1944.
 HX3109'
 HX3109'AZIMUTH MARK IS 0.15 MILE SOUTHEAST OF THE STATION IN THE SOUTH CURB
 HX3109'OF WEST MAIN STREET.  IT IS
 HX3109'ABOUT 60 FEET SOUTHWEST OF HOUSE NO. 228 AND 46 FEET SOUTH OF POWER
 HX3109'POLE NO.  51-15.  THE DISK IS SET FLUSH
 HX3109'IN A DRILL HOLE IN THE CURB AND THE DISK IS STAMPED SAINT 1944.
 HX3109
 HX3109                          STATION RECOVERY (2004)
 HX3109
 HX3109'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX3109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3115 ***********************************************************************
 HX3115  DESIGNATION -  SAINT ALBANS EAST BASE 1893
 HX3115  PID         -  HX3115
 HX3115  STATE/COUNTY-  WV/KANAWHA
 HX3115  USGS QUAD   -  SAINT ALBANS (1976)
 HX3115
 HX3115                         *CURRENT SURVEY CONTROL
 HX3115  ___________________________________________________________________
 HX3115* NAD 83(1995)-  38 22 42.66039(N)    081 47 41.92064(W)     ADJUSTED  
 HX3115* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 HX3115  ___________________________________________________________________
 HX3115  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HX3115  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HX3115
 HX3115  HORZ ORDER  -  FIRST
 HX3115
 HX3115.The horizontal coordinates were established by classical geodetic methods
 HX3115.and adjusted by the National Geodetic Survey in April 1998..
 HX3115
 HX3115.The orthometric height was scaled from a topographic map.
 HX3115
 HX3115.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3115
 HX3115.The geoid height was determined by GEOID03.
 HX3115
 HX3115;                    North         East     Units Scale Factor Converg.
 HX3115;SPC WV S     -   153,298.278   530,541.170   MT  0.99993139   -0 29 29.2
 HX3115;UTM  17      - 4,248,112.688   430,562.822   MT  0.99965938   -0 29 36.9
 HX3115
 HX3115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3115!SPC WV S     -   0.99997653  x   0.99993139  =   0.99990792
 HX3115!UTM  17      -   0.99997653  x   0.99965938  =   0.99963592
 HX3115
 HX3115:                Primary Azimuth Mark                     Grid Az
 HX3115:SPC WV S     -  ROGERS                                   274 38 50.6
 HX3115:UTM  17      -  ROGERS                                   274 38 58.3
 HX3115
 HX3115|---------------------------------------------------------------------|
 HX3115| PID    Reference Object                     Distance      Geod. Az  |
 HX3115|                                                           dddmmss.s |
 HX3115| HX3117 ROGERS                              APPROX. 4.2 KM 2740921.4 |
 HX3115|---------------------------------------------------------------------|
 HX3115
 HX3115                          SUPERSEDED SURVEY CONTROL
 HX3115
 HX3115  NAD 83(1995)-  38 22 42.66631(N)    081 47 41.92585(W) AD(       ) 1
 HX3115  NAD 83(1986)-  38 22 42.66819(N)    081 47 41.92691(W) AD(       ) 1
 HX3115  NAD 27      -  38 22 42.33300(N)    081 47 42.46500(W) AD(       ) 1
 HX3115
 HX3115.Superseded values are not recommended for survey control.
 HX3115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3115.See file dsdata.txt to determine how the superseded data were derived.
 HX3115
 HX3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3056348113(NAD 83)
 HX3115_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HX3115_SETTING: 0 = UNSPECIFIED SETTING
 HX3115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX3115
 HX3115  HISTORY     - Date     Condition        Report By
 HX3115  HISTORY     - 1893     MONUMENTED       CGS
 HX3115  HISTORY     - 1929     GOOD             USE
 HX3115  HISTORY     - 1939     GOOD             CGS
 HX3115  HISTORY     - 1945     SEE DESCRIPTION  CGS
 HX3115
 HX3115                          STATION DESCRIPTION
 HX3115
 HX3115'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (WBF)
 HX3115'ABOUT 2 MILES E OF THE RAILWAY STATION AT ST. ALBANS IN THE SE
 HX3115'CORNER OF A LARGE
 HX3115'FIELD BELONGING TO SAMUEL SHREWSBERRY ABOUT 50
 HX3115'METERS W OF THE W BANK OF SWINDLERS
 HX3115'CREEK AND 18.3 METERS N OF
 HX3115'THE N RAIL OF THE MAIN LINE OF THE CHESAPEAKE AND OHIO RAILWAY.
 HX3115'
 HX3115'THE STATION IS MARKED BY A SMALL HOLE IN THE TOP OF A COPPER
 HX3115'BOLT SET IN THE
 HX3115'TOP OF A LIMESTONE BLOCK OR POST 18 INCHES SQUARE
 HX3115'AND 4 FEET LONG.  THE UPPER END OF
 HX3115'THE BLOCK, WHICH PROJECTS 1
 HX3115'FOOT ABOVE THE GROUND, IS CUT IN A CONICAL FORM.  THE
 HX3115'BLOCK RESTS ON
 HX3115'A CONCRETE FOUNDATION 4 FEET SQUARE AND 1 FOOT THICK WITH A
 HX3115'HOLE 9 INCHES SQUARE
 HX3115'AT THE CENTER TO GIVE ACCESS TO THE UNDERGROUND
 HX3115'MARK WHICH CONSISTS OF A COPPER BOLT
 HX3115'MARKED WITH A CROSS
 HX3115'AND SMALL DRILL HOLE SET IN THE TOP OF ANOTHER
 HX3115'LIMESTONE POST 6
 HX3115'INCHES SQUARE AND 2 FEET LONG, 4 FEET BELOW THE SURFACE OF THE
 HX3115'GROUND.
 HX3115
 HX3115                          STATION RECOVERY (1929)
 HX3115
 HX3115'RECOVERY NOTE BY US ENGINEERS 1929
 HX3115'THE FOLLOWING IS COPIED FROM A LETTER FROM
 HX3115'L.H. FITTS, ASST.
 HX3115'ENGINEER, U.S. ENGINEER OFFICE, CHARLESTON-
 HX3115'KANAWHA, W. VA., DATED NOVEMBER 5,
 HX3115'1929-
 HX3115'
 HX3115'ST. ALBANS EAST BASE FOUND IN GOOD CONDITION.
 HX3115
 HX3115                          STATION RECOVERY (1939)
 HX3115
 HX3115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (AAA)
 HX3115'STATION FOUND AS DESCRIBED IN DATUM TO BE IN GOOD CONDITION.
 HX3115
 HX3115                          STATION RECOVERY (1945)
 HX3115
 HX3115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HX3115'STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL MONUMENT, WHICH
 HX3115'PROJECTED ABOUT 4 FEET ABOVE THE SURFACE OF THE GROUND,
 HX3115'WAS REMOVED AND BRONZE UNDERGROUND AND SURFACE DISKS
 HX3115'WERE SET IN CONCRETE HOLDING
 HX3115'THE ORIGINAL POSITION.  THREE REFERENCE
 HX3115'MARKS, 1, 2, AND 3, WERE ESTABLISHED AT THIS
 HX3115'TIME.  A COMPLETE
 HX3115'DESCRIPTION FOLLOWS-
 HX3115'
 HX3115'STATION IS LOCATED ABOUT 2 MILES E OF ST. ALBANS AND 0.15
 HX3115'MILE E OF ORDNANCE
 HX3115'PARK, A FEDERAL HOUSING PROJECT.  IT IS SITUATED
 HX3115'IN THE SW CORNER OF A CULTIVATED
 HX3115'FIELD, 59.5 FEET N OF THE N
 HX3115'RAIL OF THE CHESAPEAKE AND OHIO RAILWAY, AND 36
 HX3115'FEET NE OF A TELEGRAPH
 HX3115'POLE.  THE SURFACE MARK IS ABOUT 18 INCHES BELOW THE SURFACE
 HX3115'OF THE GROUND
 HX3115'AND THE DISK IS STAMPED ST. ALBANS EAST BASE 1893 1945.
 HX3115'
 HX3115'REFERENCE MARK 1 IS 40.54 FEET (12.356 METERS) N. 143 DEG 00 MIN E.
 HX3115'(MAGNETIC BEARING)
 HX3115'OF THE STATION.  IT IS 37 FEET N OF THE N RAIL
 HX3115'AND AT THE S EDGE OF THE CULTIVATED
 HX3115'FIELD.  THE MARK PROJECTS 7
 HX3115'INCHES ABOVE THE GROUND SURFACE AND THE DISK IS
 HX3115'STAMPED ST.
 HX3115'ALBANS EAST BASE NO 1 1945.
 HX3115'
 HX3115'REFERENCE MARK 2 IS 22.35 FEET (6.813 METERS) S. 17 DEG 00 MIN W.
 HX3115'(MAGNETIC BEARING)
 HX3115'OF THE STATION.  IT IS 37 FEET N OF THE N RAIL
 HX3115'AND AT THE S EDGE OF THE CULTIVATED
 HX3115'FIELD.  THE MARK PROJECTS 4
 HX3115'INCHES AND THE DISK IS STAMPED ST. ALBANS EAST BASE NO 2 1945.
 HX3115'
 HX3115'DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS
 HX3115'33.02 FEET (10.064 METERS).
 HX3115'
 HX3115'REFERENCE MARK 3 IS 61.63 FEET (18.785 METERS) S. 90 DEG 30 MIN W.
 HX3115'(MAGNETIC BEARING)
 HX3115'OF THE STATION.  IT IS 37 FEET N OF THE N RAIL
 HX3115'OF THE C. AND O. RY. AND AT THE S
 HX3115'EDGE OF THE CULTIVATED FIELD
 HX3115'WHERE THE ELEVATION IS ABOUT 4 FEET HIGHER THAN THE
 HX3115'STATION.  THE
 HX3115'MARK PROJECTS 2 INCHES ABOVE THE GROUND SURFACE AND THE DISK IS
 HX3115'STAMPED ST. ALBANS
 HX3115'EAST BASE NO 3 1945.
 HX3115'
 HX3115'DISTANCE BETWEEN REFERENCE MARK 2 AND REFERENCE MARK 3 IS
 HX3115'57.86 FEET (17.636 METERS).
 HX3115'
 HX3115'TO REACH THE STATION FROM THE C. AND O. RY. UNDERPASS ON U.S.
 HX3115'HIGHWAY 60 IN ST.
 HX3115'ALBANS, GO N ON U.S. HIGHWAY 60 FOR 0.15 MILE TO
 HX3115'A TRAFFIC LIGHT.  TURN RIGHT WITH
 HX3115'U.S. HIGHWAY 60 AND GO E FOR
 HX3115'2.05 MILES TO A TRACK ROAD RIGHT AT THE E EDGE OF
 HX3115'ORDNANCE PARK
 HX3115'(A FEDERAL HOUSING PROJECT).  TURN RIGHT AND FOLLOW THE TRACK
 HX3115'ROAD FOR 0.2 MILE
 HX3115'TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO
 HX3115'0.15 MILE TO A POINT ABOUT 150 FEET
 HX3115'N OF THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3118 ***********************************************************************
 HX3118  DESIGNATION -  SAINT ALBANS WEST BASE 1893
 HX3118  PID         -  HX3118
 HX3118  STATE/COUNTY-  WV/KANAWHA
 HX3118  USGS QUAD   -  SAINT ALBANS (1976)
 HX3118
 HX3118                         *CURRENT SURVEY CONTROL
 HX3118  ___________________________________________________________________
 HX3118* NAD 83(1995)-  38 23 21.55610(N)    081 50 13.54404(W)     ADJUSTED  
 HX3118* NAVD 88     -       180.1    (meters)     591.     (feet)  VERTCON   
 HX3118  ___________________________________________________________________
 HX3118  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 HX3118  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HX3118
 HX3118  HORZ ORDER  -  FIRST
 HX3118
 HX3118.The horizontal coordinates were established by classical geodetic methods
 HX3118.and adjusted by the National Geodetic Survey in April 1998..
 HX3118
 HX3118.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3118
 HX3118.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3118
 HX3118.The geoid height was determined by GEOID03.
 HX3118
 HX3118;                    North         East     Units Scale Factor Converg.
 HX3118;SPC WV S     -   154,529.872   526,872.198   MT  0.99993205   -0 31 03.0
 HX3118;UTM  17      - 4,249,344.095   426,894.886   MT  0.99966582   -0 31 11.5
 HX3118
 HX3118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3118!SPC WV S     -   0.99997696  x   0.99993205  =   0.99990901
 HX3118!UTM  17      -   0.99997696  x   0.99966582  =   0.99964279
 HX3118
 HX3118:                Primary Azimuth Mark                     Grid Az
 HX3118:SPC WV S     -  RYAN RESET                               079 36 19.4
 HX3118:UTM  17      -  RYAN RESET                               079 36 27.9
 HX3118
 HX3118|---------------------------------------------------------------------|
 HX3118| PID    Reference Object                     Distance      Geod. Az  |
 HX3118|                                                           dddmmss.s |
 HX3118| HX3116 RYAN RESET                          APPROX. 3.9 KM 0790516.4 |
 HX3118|---------------------------------------------------------------------|
 HX3118
 HX3118                          SUPERSEDED SURVEY CONTROL
 HX3118
 HX3118  NAD 83(1995)-  38 23 21.56173(N)    081 50 13.54933(W) AD(       ) 1
 HX3118  NAD 83(1986)-  38 23 21.56386(N)    081 50 13.55026(W) AD(       ) 1
 HX3118  NAD 27      -  38 23 21.23100(N)    081 50 14.08200(W) AD(       ) 1
 HX3118  NGVD 29 (07/19/86)  180.3    (m)          592.     (f) VERT ANG       
 HX3118
 HX3118.Superseded values are not recommended for survey control.
 HX3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3118.See file dsdata.txt to determine how the superseded data were derived.
 HX3118
 HX3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2689549344(NAD 83)
 HX3118_MARKER: B = BOLT
 HX3118_SETTING: 0 = UNSPECIFIED SETTING
 HX3118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX3118
 HX3118  HISTORY     - Date     Condition        Report By
 HX3118  HISTORY     - 1893     MONUMENTED       CGS
 HX3118  HISTORY     - 1929     GOOD             USE
 HX3118  HISTORY     - 1934     SEE DESCRIPTION  CGS
 HX3118  HISTORY     - 1939     GOOD             CGS
 HX3118  HISTORY     - 1945     GOOD             CGS
 HX3118  HISTORY     - 20010926 MARK NOT FOUND   INDIV
 HX3118
 HX3118                          STATION DESCRIPTION
 HX3118
 HX3118'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (WBF)
 HX3118'IN THE FENCE LINE ON THE W SIDE OF FIRST STREET, ST. ALBANS,
 HX3118'17.85 METERS IN A
 HX3118'N DIRECTION FROM THE N RAIL OF THE CHESAPEAKE AND
 HX3118'OHIO RAILWAY AT A POINT 268 METERS E
 HX3118'OF THE W FACE OF THE E ABUTMENT
 HX3118'OF THE RAILWAY BRIDGE OVER THE COAL RIVER.  DANIEL J. LEWIS
 HX3118'OWNS THE PROPERTY JUST W OF FIRST STREET AND THE STATION IS ON
 HX3118'HIS E PROPERTY LINE.
 HX3118'
 HX3118'STATION IS MARKED BY A SMALL HOLE IN THE TOP OF A COPPER
 HX3118'BOLT SET IN THE
 HX3118'TOP OF A LIMESTONE BLOCK OR POST 18 INCHES SQUARE
 HX3118'AND 4 FEET LONG.  THE UPPER END OF
 HX3118'THE BLOCK, WHICH PROJECTS 1
 HX3118'FOOT ABOVE THE GROUND, IS CUT IN A CONICAL FORM.  THE
 HX3118'BLOCK RESTS ON
 HX3118'A CONCRETE FOUNDATION 4 FEET SQUARE AND 1 FOOT THICK WITH A
 HX3118'HOLE 9 INCHES SQUARE
 HX3118'AT THE CENTER TO GIVE ACCESS TO THE UNDERGROUND
 HX3118'MARK WHICH CONSISTS OF A COPPER BOLT
 HX3118'MARKED WITH A CROSS
 HX3118'AND SMALL DRILL HOLE SET IN THE TOP OF ANOTHER
 HX3118'LIMESTONE POST 6
 HX3118'INCHES SQUARE AND 2 FEET LONG, 4 FEET BELOW THE SURFACE OF THE
 HX3118'GROUND.
 HX3118
 HX3118                          STATION RECOVERY (1929)
 HX3118
 HX3118'RECOVERY NOTE BY US ENGINEERS 1929
 HX3118'THE FOLLOWING IS COPIED FROM A LETTER FROM
 HX3118'L.H. FITTS, ASST.
 HX3118'ENGINEER, U.S. ENGINEER OFFICE, CHARLESTON-
 HX3118'KANAWHA, W. VA., DATED NOVEMBER 5,
 HX3118'1929)
 HX3118'
 HX3118'ST. ALBANS WEST BASE FOUND IN GOOD CONDITION.  IT IS ALMOST
 HX3118'UNDER THE SILL OF
 HX3118'A FRAME BLACKSMITH SHOP.
 HX3118
 HX3118                          STATION RECOVERY (1934)
 HX3118
 HX3118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CWA)
 HX3118'1893 DESCRIPTION STILL GOOD.
 HX3118
 HX3118                          STATION RECOVERY (1939)
 HX3118
 HX3118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (AAA)
 HX3118'STATION FOUND NEAR SILL OF FRAME BLACKSMITH
 HX3118'SHOP IN GOOD CONDITION.
 HX3118
 HX3118                          STATION RECOVERY (1945)
 HX3118
 HX3118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HX3118'STATION MARK WAS RECOVERED AS DESCRIBED.  IT
 HX3118'IS MARKED BY A
 HX3118'COPPER BOLT IN THE TOP OF A LIMESTONE POST.  THE
 HX3118'POST IS 18 INCHES SQUARE AND
 HX3118'TAPERS OFF NEAR THE TOP OF A DIAMETER
 HX3118'OF ABOUT 3 INCHES.  A BUILDING IS NOW LOCATED
 HX3118'SO THAT THE E FACE IS
 HX3118'ONLY ABOUT 2 INCHES FROM THE MARK.  CONSTRUCTION OF A NEW
 HX3118'BUILDING HAS
 HX3118'BEEN STARTED AND THE E WALL OF THE NEW BUILDING IS TO BE 12.5
 HX3118'FEET W OF THE MARK, SO
 HX3118'IN THE FUTURE THE MARK WILL BE MORE EASILY
 HX3118'OCCUPIED.  THE STATION MARK WAS NOT
 HX3118'DISTURBED AS IT APPEARS TO BE
 HX3118'IN GOOD CONDITION.  THREE REFERENCE MARKS, 1, 2, AND
 HX3118'3, WERE ESTABLISHED
 HX3118'BY THIS PARTY.  A COMPLETE DESCRIPTION FOLLOWS-
 HX3118'
 HX3118'STATION IS LOCATED IN THE N EDGE OF ST. ALBANS, 50.7 FEET N
 HX3118'OF THE N RAIL OF A
 HX3118'SWITCH TRACK OF THE CHESAPEAKE AND OHIO RAILWAY,
 HX3118'22 FEET W OF THE APPROXIMATE CENTER
 HX3118'OF C STREET, AND 12.5 FEET E
 HX3118'OF THE E WALL OF A MACHINE SHOP.  IT IS MARKED BY A
 HX3118'COPPER BOLT IN
 HX3118'THE TOP OF A LIMESTONE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 HX3118'THE SURFACE OF THE GROUND.
 HX3118'
 HX3118'REFERENCE MARK 1 IS 63.70 FEET (19.415 METERS) S. 169 DEG 30 MIN W.
 HX3118'(MAGNETIC BEARING)
 HX3118'OF THE STATION.  IT IS 2 FEET N OF A TRANSFORMER
 HX3118'POLE AND 21 FEET W OF THE APPROXIMATE
 HX3118'CENTER OF C STREET.  THE
 HX3118'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ST.
 HX3118'ALBANS WEST BASE NO 1 1945.
 HX3118'
 HX3118'REFERENCE MARK 2 IS 36.93 FEET (11.256 METERS) N. 47 DEG 00 MIN E.
 HX3118'(MAGNETIC BEARING)
 HX3118'OF THE STATION.  IT IS 10 FEET E OF THE APPROXIMATE
 HX3118'CENTER OF C STREET, 2 FEET N OF A
 HX3118'POWER LINE POLE, AND 27.5
 HX3118'FEET SW OF HOUSE NO. 224.  THE MARK IS FLUSH WITH
 HX3118'THE SURFACE OF
 HX3118'THE GROUND AND THE DISK IS STAMPED ST. ALBANS WEST BASE NO 2 1945.
 HX3118'
 HX3118'REFERENCE MARK 3 IS 81.32 FEET (24.787 METERS) N. 145 DEG 30 MIN E.
 HX3118'(MAGNETIC BEARING)
 HX3118'OF THE STATION.  IT IS 27 FEET E OF THE APPROXIMATE
 HX3118'CENTER OF C STREET, 6.4 FEET N OF THE
 HX3118'N RAIL OF A SWITCH
 HX3118'TRACK, AND 24 FEET W OF THE DISPATCHERS STATION
 HX3118'BUILDING.  IT IS
 HX3118'SET IN A DRILLED HOLE IN THE SW CORNER OF THE CONCRETE BASE OF AN
 HX3118'AUTOMATIC BLOCK
 HX3118'SIGNAL LIGHT.  THE MARK IS FLUSH WITH THE CONCRETE
 HX3118'BASE AND THE DISK IS STAMPED ST.
 HX3118'ALBANS WEST BASE NO 3 1945.
 HX3118'
 HX3118'THE DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IS
 HX3118'53.62 FEET (16.343
 HX3118'METERS) FROM REFERENCE MARK 2 TO REFERENCE
 HX3118'MARK 3 IS 79.88 FEET (21.347 METERS).
 HX3118'
 HX3118'TO REACH THE STATION FROM THE BANK OF ST. ALBANS IN THE CENTER
 HX3118'OF THE BUSINESS
 HX3118'DISTRICT IN ST. ALBANS, GO N ON C STREET FOR
 HX3118'0.25 MILE TO THE C. AND O. RY.
 HX3118'CROSSING AND THE STATION ON THE
 HX3118'LEFT AS DESCRIBED.
 HX3118
 HX3118                          STATION RECOVERY (2001)
 HX3118
 HX3118'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JEB)
 HX3118'STATION APPEARS TO BE COVERED BY CONCRETE PAVED PARKING AREA.  ONLY
 HX3118'REFERENCE MARKER 3 WAS FOUND AND IT HAD BEEN COVERED BY RAILROAD
 HX3118'BALLAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1312 ***********************************************************************
 JW1312  DESIGNATION -  SAND
 JW1312  PID         -  JW1312
 JW1312  STATE/COUNTY-  WV/TUCKER
 JW1312  USGS QUAD   -  LEAD MINE (1995)
 JW1312
 JW1312                         *CURRENT SURVEY CONTROL
 JW1312  ___________________________________________________________________
 JW1312* NAD 83(1995)-  39 11 31.32025(N)    079 31 39.58851(W)     ADJUSTED  
 JW1312* NAVD 88     -      1039.86   (+/-2cm)    3411.6    (feet)  VERTCON   
 JW1312  ___________________________________________________________________
 JW1312  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 JW1312  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JW1312
 JW1312  HORZ ORDER  -  FIRST
 JW1312  VERT ORDER  -  THIRD ? (See Below)
 JW1312
 JW1312.The horizontal coordinates were established by classical geodetic methods
 JW1312.and adjusted by the National Geodetic Survey in April 1998..
 JW1312
 JW1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1312.The vertical order pertains to the NGVD 29 superseded value.
 JW1312
 JW1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1312
 JW1312.The geoid height was determined by GEOID03.
 JW1312
 JW1312;                    North         East     Units Scale Factor Converg.
 JW1312;SPC WV N     -    76,827.729   597,610.177   MT  0.99996924   -0 01 03.5
 JW1312;SPC MD       -   172,347.225   181,666.244   MT  0.99996504   -1 35 11.2
 JW1312;SPC MD       -   565,442.52    596,016.67   sFT  0.99996504   -1 35 11.2
 JW1312;UTM  17      - 4,339,119.579   627,149.712   MT  0.99979906   +0 55 49.9
 JW1312
 JW1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1312!SPC WV N     -   0.99984173  x   0.99996924  =   0.99981097
 JW1312!SPC MD       -   0.99984173  x   0.99996504  =   0.99980677
 JW1312!UTM  17      -   0.99984173  x   0.99979906  =   0.99964082
 JW1312
 JW1312|---------------------------------------------------------------------|
 JW1312| PID    Reference Object                     Distance      Geod. Az  |
 JW1312|                                                           dddmmss.s |
 JW1312| CX5311 SAND RM 2                             7.275 METERS 04456     |
 JW1312| JW1293 FAIRFAX                             APPROX. 3.8 KM 0865936.5 |
 JW1312| JW1291 THOMAS MUNICIPAL STANDPIPE          APPROX. 5.8 KM 1484839.2 |
 JW1312| JW1290 THOMAS ST THOMAS CATH CH SPIRE      APPROX. 5.4 KM 1490522.6 |
 JW1312| CX5310 SAND RM 1                             4.145 METERS 35034     |
 JW1312|---------------------------------------------------------------------|
 JW1312
 JW1312                          SUPERSEDED SURVEY CONTROL
 JW1312
 JW1312  NAD 83(1995)-  39 11 31.32969(N)    079 31 39.59931(W) AD(       ) 1
 JW1312  NAD 83(1986)-  39 11 31.33021(N)    079 31 39.60096(W) AD(       ) 1
 JW1312  NAD 27      -  39 11 30.93800(N)    079 31 40.39690(W) AD(       ) 1
 JW1312  NGVD 29 (07/19/86) 1039.98   (m)         3412.0    (f) LEVELING    3  
 JW1312
 JW1312.Superseded values are not recommended for survey control.
 JW1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1312.See file dsdata.txt to determine how the superseded data were derived.
 JW1312
 JW1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD2715039120(NAD 83)
 JW1312_MARKER: DS = TRIANGULATION STATION DISK
 JW1312_SETTING: 80 = SET IN A BOULDER
 JW1312_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1312
 JW1312  HISTORY     - Date     Condition        Report By
 JW1312  HISTORY     - 1941     MONUMENTED       CGS
 JW1312
 JW1312                          STATION DESCRIPTION
 JW1312
 JW1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1312'STATION IS ABOUT 3 MILES NW OF THE TOWN OF THOMAS ON A BARE ROCK
 JW1312'SUMMIT OF BACKBONE MOUNTAIN ON
 JW1312'THE N SIDE OF A LARGE SAND QUARRY.  IT IS ABOUT 25
 JW1312'FEET SE OF THE HIGHEST POINT
 JW1312'OF THE ROCKS ON THE STATION SUMMIT
 JW1312'AND IS STAMPED SAND 1941.
 JW1312'
 JW1312'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 JW1312'IN DRILL HOLES IN BOULDERS.
 JW1312'
 JW1312'REFERENCE MARK NO. 1 IS STAMPED SAND 1941 NO. 1.
 JW1312'
 JW1312'REFERENCE MARK NO. 2 IS STAMPED SAND 1941 NO. 2.
 JW1312'
 JW1312'AZIMUTH MARK IS THE NEARBY TRIANGULATION STATION FAIRFAX.
 JW1312'
 JW1312'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 JW1312'HIGHWAY 32 AT THE
 JW1312'EASTERLY END OF THE RIVER BRIDGE IN THOMAS, GO
 JW1312'NORTHERLY ON U.S. HIGHWAY 219 FOR
 JW1312'4.0 MILES TO THE HIGHWAY SUMMIT
 JW1312'ON BACKBONE MOUNTAIN AND A T-INTERSECTION OF THE
 JW1312'HIGHWAY AND A
 JW1312'SECONDARY PUBLIC ROAD.  TURN LEFT THROUGH AN OBTUSE ANGLE ONTO A
 JW1312'WOODS ROAD IN
 JW1312'THE SW ANGLE OF THE T-INTERSECTION AND GO 0.5 MILE
 JW1312'TO THE END OF THE WOODS ROAD AT
 JW1312'A ROCK WALL.  CLIMB ONTO THE ROCKS
 JW1312'AND WALK ABOUT 50 YARDS TO THE SUMMIT AND THE
 JW1312'STATION.
 JW1312'
 JW1312'A 4-FOOT STAND CLEARED ALL LINES OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2955 ***********************************************************************
 HX2955  DESIGNATION -  SAND RIDGE
 HX2955  PID         -  HX2955
 HX2955  STATE/COUNTY-  WV/CALHOUN
 HX2955  USGS QUAD   -  MILLSTONE (1965)
 HX2955
 HX2955                         *CURRENT SURVEY CONTROL
 HX2955  ___________________________________________________________________
 HX2955* NAD 83(1995)-  38 48 32.34216(N)    081 03 09.05910(W)     ADJUSTED  
 HX2955* NAVD 88     -       379.4    (meters)    1245.     (feet)  VERTCON   
 HX2955  ___________________________________________________________________
 HX2955  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 HX2955  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HX2955
 HX2955  HORZ ORDER  -  THIRD
 HX2955
 HX2955.The horizontal coordinates were established by classical geodetic methods
 HX2955.and adjusted by the National Geodetic Survey in April 1998..
 HX2955
 HX2955.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2955
 HX2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2955
 HX2955.The geoid height was determined by GEOID03.
 HX2955
 HX2955;                    North         East     Units Scale Factor Converg.
 HX2955;SPC WV S     -   200,784.644   595,438.554   MT  0.99998501   -0 01 56.9
 HX2955;UTM  17      - 4,295,580.982   495,440.310   MT  0.99960026   -0 01 58.5
 HX2955
 HX2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2955!SPC WV S     -   0.99994566  x   0.99998501  =   0.99993067
 HX2955!UTM  17      -   0.99994566  x   0.99960026  =   0.99954594
 HX2955
 HX2955:                Primary Azimuth Mark                     Grid Az
 HX2955:SPC WV S     -  SAND RIDGE AZ MK                         020 44 51.0
 HX2955:UTM  17      -  SAND RIDGE AZ MK                         020 44 52.6
 HX2955
 HX2955|---------------------------------------------------------------------|
 HX2955| PID    Reference Object                     Distance      Geod. Az  |
 HX2955|                                                           dddmmss.s |
 HX2955| DC4257 SAND RIDGE AZ MK                                   0204254.1 |
 HX2955| DC4259 SAND RIDGE RM 2                      19.916 METERS 11910     |
 HX2955| DC4258 SAND RIDGE RM 1                      17.795 METERS 35317     |
 HX2955|---------------------------------------------------------------------|
 HX2955
 HX2955                          SUPERSEDED SURVEY CONTROL
 HX2955
 HX2955  NAD 83(1986)-  38 48 32.34822(N)    081 03 09.06725(W) AD(       ) 3
 HX2955  NAD 27      -  38 48 32.02740(N)    081 03 09.66290(W) AD(       ) 3
 HX2955  NGVD 29 (07/19/86)  379.6    (m)         1245.     (f) VERT ANG       
 HX2955
 HX2955.Superseded values are not recommended for survey control.
 HX2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2955.See file dsdata.txt to determine how the superseded data were derived.
 HX2955
 HX2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC9544095581(NAD 83)
 HX2955_MARKER: DS = TRIANGULATION STATION DISK
 HX2955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2955
 HX2955  HISTORY     - Date     Condition        Report By
 HX2955  HISTORY     - 1956     MONUMENTED       CGS
 HX2955
 HX2955                          STATION DESCRIPTION
 HX2955
 HX2955'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2955'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF GRANTSVILLE,
 HX2955'2-1/4 MILES EAST-NORTHEAST OF
 HX2955'MILLSTONE AND ABOUT 0.8 MILE NORTHEAST OF SAND RIDGE POST OFFICE.  IT
 HX2955'IS 14 FEET WEST OF THE APPROXIMATE
 HX2955'CENTER LINE OF ROAD, 3 FEET NORTHEAST OF WITNESS POST
 HX2955'AND 3 FEET EAST OF FENCE LINE.  THE MARK PROJECTS
 HX2955'ABOUT 2 INCHES AND THE DISK IS STAMPED
 HX2955'SAND RIDGE 1956.
 HX2955'
 HX2955'REFERENCE MARK NO. 1 IS 10 FEET EAST OF THE APPROXIMATE CENTER LINE
 HX2955'OF ROAD AND 2 FEET WEST OF
 HX2955'FENCE LINE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 HX2955'THE DISK IS STAMPED SAND RIDGE NO 1
 HX2955'1956.
 HX2955'
 HX2955'REFERENCE MARK NO. 2 IS 14 FEET EAST OF THE APPROXIMATE CENTER LINE
 HX2955'OF ROAD AND 1 FOOT WEST OF
 HX2955'FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 HX2955'SAND RIDGE NO 2 1956.
 HX2955'
 HX2955'AZIMUTH MARK IS 40 FEET SOUTH SOUTHWEST OF FENCE CORNER, 27 FEET EAST
 HX2955'OF APPROXIMATE CENTER LINE OF
 HX2955'ROAD AND 3-1/2 FEET SOUTH SOUTHWEST OF WITNESS POST.  THE MARK
 HX2955'PROJECTS ABOUT 3 INCHES AND THE DISK IS
 HX2955'STAMPED SAND RIDGE 1956.
 HX2955'
 HX2955'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 16 AND U.S. HIGHWAYS 33
 HX2955'AND 119 AT MILLSTONE, GO
 HX2955'EAST ON U.S. HIGHWAYS 33 AND 119 FOR 1.7 MILES TO SAND RIDGE POST
 HX2955'OFFICE, CONTINUE NORTHEAST ON U.S.
 HX2955'HIGHWAYS 33 AND 119 FOR 1.0 MILE TO SIDE ROAD LEFT, TURN
 HX2955'LEFT AND GO NORTH ON ROCK BASED ROAD FOR 0.1
 HX2955'MILE TO STATION ON LEFT AS DESCRIBED.  TO
 HX2955'REACH AZIMUTH MARK CONTINUE NORTH AND NORTHEAST FOR 0.35 MILE
 HX2955'TO MARK ON THE RIGHT AS
 HX2955'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1889 ***********************************************************************
 JX1889  DESIGNATION -  SANDS
 JX1889  PID         -  JX1889
 JX1889  STATE/COUNTY-  WV/MARION
 JX1889  USGS QUAD   -  FAIRMONT WEST (1976)
 JX1889
 JX1889                         *CURRENT SURVEY CONTROL
 JX1889  ___________________________________________________________________
 JX1889* NAD 83(1995)-  39 28 28.05737(N)    080 09 53.88645(W)     ADJUSTED  
 JX1889* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 JX1889  ___________________________________________________________________
 JX1889  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 JX1889  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JX1889
 JX1889  HORZ ORDER  -  SECOND
 JX1889
 JX1889.The horizontal coordinates were established by classical geodetic methods
 JX1889.and adjusted by the National Geodetic Survey in April 1998..
 JX1889
 JX1889.The orthometric height was scaled from a topographic map.
 JX1889
 JX1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1889
 JX1889.The geoid height was determined by GEOID03.
 JX1889
 JX1889;                    North         East     Units Scale Factor Converg.
 JX1889;SPC WV N     -   108,393.252   542,786.576   MT  0.99994422   -0 25 26.8
 JX1889;UTM  17      - 4,369,762.847   571,821.950   MT  0.99966351   +0 31 51.2
 JX1889
 JX1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1889!SPC WV N     -   0.99994772  x   0.99994422  =   0.99989194
 JX1889!UTM  17      -   0.99994772  x   0.99966351  =   0.99961125
 JX1889
 JX1889|---------------------------------------------------------------------|
 JX1889| PID    Reference Object                     Distance      Geod. Az  |
 JX1889|                                                           dddmmss.s |
 JX1889| CX5316 SANDS RM 3                           13.859 METERS 00851     |
 JX1889| JX1897 FAIRMONT COUNTY CTHSE DOME          APPROX. 2.2 KM 0575537.5 |
 JX1889| JX1896 FAIRMONT MONONGAH GLASS CO STK      APPROX. 1.5 KM 1234546.7 |
 JX1889| JX1898 FAIRMONT SOUTH MUNICIPAL TANK       APPROX. 3.1 KM 1253847.0 |
 JX1889| CX5314 SANDS RM 1                           15.910 METERS 24155     |
 JX1889| JX1893 WATSON                              APPROX. 1.1 KM 2505101.2 |
 JX1889| JX1890 FAIRMONT RAD STA WMMN SE MAST       APPROX. 3.6 KM 2571153.5 |
 JX1889| JX1891 FAIRMONT RAD STA WMMN NE MAST       APPROX. 3.5 KM 2580029.4 |
 JX1889| CX5315 SANDS RM 2                           14.838 METERS 30919     |
 JX1889|---------------------------------------------------------------------|
 JX1889
 JX1889                          SUPERSEDED SURVEY CONTROL
 JX1889
 JX1889  NAD 83(1986)-  39 28 28.06051(N)    080 09 53.89534(W) AD(       ) 2
 JX1889  NAD 27      -  39 28 27.75700(N)    080 09 54.59980(W) AD(       ) 2
 JX1889
 JX1889.Superseded values are not recommended for survey control.
 JX1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1889.See file dsdata.txt to determine how the superseded data were derived.
 JX1889
 JX1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7182269763(NAD 83)
 JX1889_MARKER: DS = TRIANGULATION STATION DISK
 JX1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1889
 JX1889  HISTORY     - Date     Condition        Report By
 JX1889  HISTORY     - 1941     MONUMENTED       CGS
 JX1889  HISTORY     - 1954     GOOD             CGS
 JX1889  HISTORY     - 1964     GOOD             THOMAS
 JX1889
 JX1889                          STATION DESCRIPTION
 JX1889
 JX1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1889'STATION IS ABOUT 1-1/2 MILES SW OF THE BUSINESS CENTER OF FAIRMONT ON
 JX1889'A GRASSY HILL IN A RESIDENTIAL
 JX1889'DEVELOPMENT.  IT IS 49 FEET W OF AN OLD TRACK
 JX1889'ROAD AND ON THE HIGHEST POINT OF
 JX1889'THE HILL WHICH IS THE HIGHEST IN
 JX1889'THE CLOSE VICINITY.  MARK IS FLUSH WITH THE GROUND
 JX1889'AND IS STAMPED
 JX1889'SANDS 1941.
 JX1889'
 JX1889'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 JX1889'SET IN CONCRETE.
 JX1889'
 JX1889'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS STAMPED SANDS
 JX1889'1941 NO. 1.  IT IS
 JX1889'5 FEET SSE OF A 6-INCH TRIPLET TREE AND 2 FEET
 JX1889'E OF A FENCE LINE.
 JX1889'
 JX1889'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND IS STAMPED SANDS
 JX1889'1941 NO. 2.  IT IS
 JX1889'IN THE LINE OF AN OLD FENCE.
 JX1889'
 JX1889'TRIANGULATION STATIONS FAIRMONT OR WATSON SERVE AS AZIMUTH
 JX1889'MARKS.
 JX1889'
 JX1889'TO REACH FROM THE COURTHOUSE IN FAIRMONT, GO W ON JEFFERSON
 JX1889'STREET 1/2 BLOCK
 JX1889'AND TURN LEFT, THEN SOUTHERLY AND SOUTHWESTERLY
 JX1889'ON JACKSON STREET AND U.S. HIGHWAY
 JX1889'19 FOR 1.5 MILES AND TURN LEFT
 JX1889'AT TROLLEY STATION SANDS, THENCE EASTERLY 0.1 MILE.
 JX1889'THE STATION
 JX1889'IS 0.1 MILE SOUTHERLY ON TOP OF HILL.  THE STATUS OF THE PRESENT
 JX1889'DEVELOPMENT WILL
 JX1889'DETERMINE THE ROUTE TO THE TOP OF THE HILL IN
 JX1889'THE FUTURE.
 JX1889
 JX1889                          STATION RECOVERY (1954)
 JX1889
 JX1889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 JX1889'STATION WAS RECOVERED AS DESCRIBED.  STATION MARK AND REFERENCE MARK
 JX1889'NO. 1 WERE FOUND IN GOOD
 JX1889'CONDITION.  REFERENCE MARK NO. 2 HAD BEEN DISTURBED AND WAS DESTROYED
 JX1889'BY THIS PARTY.  DISTANCE AND
 JX1889'DIRECTION TO REFERENCE MARK NO. 1 CHECKED.  REFERENCE MARK NO. 3
 JX1889'
 JX1889'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF THE BUSINESS
 JX1889'DISTRICT FAIRMONT.  IT IS 94
 JX1889'FEET EAST OF THE SOUTHEAST CORNER OF A STONE HOUSE AND 50 FEET
 JX1889'NORTHEAST OF A 10 INCH TRIPLE
 JX1889'TRUNKED WILD CHERRY TREE AND ON CITY PROPERTY.  THE MARK PROJECTS 3
 JX1889'INCHES AND THE DISK IS STAMPED SANDS 1941.
 JX1889'
 JX1889'REFERENCE MARK NO. 1 IS 64 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 JX1889'THE STONE HOUSE AND 5 FEET
 JX1889'SOUTHEAST OF THE TRIPLE TRUNKED WILD CHERRY TREE.  THE MARK PROJECTS
 JX1889'4 INCHES AND THE DISK IS STAMPED
 JX1889'SANDS NO 1 1941.
 JX1889'
 JX1889'REFERENCE MARK NO. 3 IS 102 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 JX1889'THE STONE HOUSE.  THE MARK
 JX1889'PROJECTS 4 INCHES AND THE DISK IS STAMPED SANDS NO 3 1941.
 JX1889'
 JX1889'TO REACH THE STATION FROM THE INTERSECTION OF JEFFERSON STREET AND
 JX1889'JACKSON STREET (U.S. HIGHWAY
 JX1889'19) 1/2 BLOCK WEST OF THE COURTHOUSE IN FAIRMONT GO SOUTHERLY ON
 JX1889'JACKSON STREET FOR 1.5 MILES TO THE
 JX1889'INTERSECTION OF SAND DRIVE LEFT, TURN LEFT AND GO EAST ON
 JX1889'SAND DRIVE FOR 0.1 MILE TO THE INTERSECTION OF
 JX1889'PEACOCK LANE EXTENSION.  TURN RIGHT AND
 JX1889'GO SOUTH ON PEACOCK LANE EXTENSION FOR 0.2 MILE TO THE TOP OF THE
 JX1889'HILL AND MR. ANTHONY ROMANO HOUSE
 JX1889'ON THE LEFT, AND THE STATION ON THE LEFT AS DESCRIBED.
 JX1889
 JX1889                          STATION RECOVERY (1964)
 JX1889
 JX1889'RECOVERY NOTE BY THOMAS ENG AND SURV 1964 (JPA)
 JX1889'STATION AND R.M. 1
 JX1889'AND R.M. 3 WERE FOUND IN GOOD CONDITION.  THE HOUSE DESCRIBED AS
 JX1889'BEING OWNED BY MR. ANTHONY ROMANO NOW
 JX1889'OWNED BY MR. FREY.
 JX1889'
 JX1889'STATION VISIBLE TO STATION FIARMONT WITH SMALL AMOUNT OF BRUSH
 JX1889'CUTTING AT BOTH STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2981 ***********************************************************************
 HX2981  DESIGNATION -  SANDY
 HX2981  PID         -  HX2981
 HX2981  STATE/COUNTY-  WV/ROANE
 HX2981  USGS QUAD   -  CLIO (1976)
 HX2981
 HX2981                         *CURRENT SURVEY CONTROL
 HX2981  ___________________________________________________________________
 HX2981* NAD 83(1995)-  38 31 17.97164(N)    081 16 26.07973(W)     ADJUSTED  
 HX2981* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 HX2981  ___________________________________________________________________
 HX2981  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 HX2981  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HX2981
 HX2981  HORZ ORDER  -  SECOND
 HX2981
 HX2981.The horizontal coordinates were established by classical geodetic methods
 HX2981.and adjusted by the National Geodetic Survey in April 1998..
 HX2981
 HX2981.The orthometric height was scaled from a topographic map.
 HX2981
 HX2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2981
 HX2981.The geoid height was determined by GEOID03.
 HX2981
 HX2981;                    North         East     Units Scale Factor Converg.
 HX2981;SPC WV S     -   168,924.156   576,114.537   MT  0.99994295   -0 10 09.6
 HX2981;UTM  17      - 4,263,732.271   476,122.674   MT  0.99960702   -0 10 14.1
 HX2981
 HX2981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2981!SPC WV S     -   0.99994730  x   0.99994295  =   0.99989025
 HX2981!UTM  17      -   0.99994730  x   0.99960702  =   0.99955434
 HX2981
 HX2981:                Primary Azimuth Mark                     Grid Az
 HX2981:SPC WV S     -  SANDY AZ MK                              040 51 07.1
 HX2981:UTM  17      -  SANDY AZ MK                              040 51 11.6
 HX2981
 HX2981|---------------------------------------------------------------------|
 HX2981| PID    Reference Object                     Distance      Geod. Az  |
 HX2981|                                                           dddmmss.s |
 HX2981| DC4263 SANDY AZ MK                                        0404057.5 |
 HX2981| DC4264 SANDY RM 1                            9.680 METERS 04424     |
 HX2981| HX2965 CINCINNATI WASH AWY BCN 18          APPROX.11.5 KM 0763610.2 |
 HX2981| DC4265 SANDY RM 2                           10.302 METERS 33517     |
 HX2981|---------------------------------------------------------------------|
 HX2981
 HX2981                          SUPERSEDED SURVEY CONTROL
 HX2981
 HX2981  NAD 83(1986)-  38 31 17.97926(N)    081 16 26.08716(W) AD(       ) 2
 HX2981  NAD 27      -  38 31 17.62700(N)    081 16 26.66300(W) AD(       ) 2
 HX2981
 HX2981.Superseded values are not recommended for survey control.
 HX2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2981.See file dsdata.txt to determine how the superseded data were derived.
 HX2981
 HX2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7612363732(NAD 83)
 HX2981_MARKER: DS = TRIANGULATION STATION DISK
 HX2981_SETTING: 0 = UNSPECIFIED SETTING
 HX2981
 HX2981  HISTORY     - Date     Condition        Report By
 HX2981  HISTORY     - 1944     MONUMENTED       CGS
 HX2981
 HX2981                          STATION DESCRIPTION
 HX2981
 HX2981'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2981'STATION IS LOCATED
 HX2981'ABOUT 4-1/2 MILES
 HX2981'NE OF CLENDENIN, 3 MILES S OF A SMALL COMMUNITY
 HX2981'CALLED AMMA, ON THE SUMMIT OF A
 HX2981'BRUSHY HILL.  THE LAND IS OWNED
 HX2981'BY OKEY NAYLOR.  IT IS ABOUT 0.3 MILE S OF AN OLD
 HX2981'CEMETERY AND
 HX2981'ABOUT 0.2 MILE S OF A DIRT ROAD.  THE DISK IS STAMPED SANDY
 HX2981'1944.
 HX2981'
 HX2981'SURFACE-STATION MARK AND REFERENCE MARKS ARE BRONZE DISKS
 HX2981'SET IN CONCRETE AT
 HX2981'THE CENTERS OF THE TOPS OF TILES.  UNDERGROUND
 HX2981'MARK AND AZIMUTH MARK ARE BRONZE
 HX2981'DISKS SET IN CONCRETE.
 HX2981'
 HX2981'REFERENCE MARK 1 IS ON THE NE SLOPE OF THE HILL AND IS
 HX2981'STAMPED SANDY NO 1
 HX2981'1944.
 HX2981'
 HX2981'REFERENCE MARK 2 IS ON THE NW SLOPE OF THE HILL AND IS
 HX2981'STAMPED SANDY NO 2
 HX2981'1944.
 HX2981'
 HX2981'AZIMUTH MARK IS ON THE N EDGE OF THE OLD CEMETERY, 4 FEET SW
 HX2981'OF A WITNESS POST,
 HX2981'AND 29 FEET SE OF A LONE 10-INCH ELM TREE.  IT IS STAMPED SANDY 1944.
 HX2981'
 HX2981'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119
 HX2981'AND STATE HIGHWAY
 HX2981'36 IN THE S END OF SPENCER, GO SE ON HIGHWAY 36
 HX2981'FOR 19.7 MILES TO A SURFACED T-ROAD
 HX2981'RIGHT AND SIGN READING AMMA
 HX2981'4 MI, TURN RIGHT AND GO 4.45 MILES TO THE AMMA POST
 HX2981'OFFICE AND
 HX2981'STORE ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 2.85 MILES TO A
 HX2981'SMALL SCHOOL ON
 HX2981'THE LEFT, CONTINUE 0.2 MILE TO A DIRT ROAD LEFT,
 HX2981'TURN LEFT, CROSS CREEK, AND GO 2.4
 HX2981'MILES TO WHERE CREEK CROSSES
 HX2981'ROAD, CROSS CREEK TO WHERE MAIN ROAD TURNS N ALONG
 HX2981'CREEK AND A
 HX2981'DIRT ROAD RIGHT.  TURN RIGHT ON DIRT ROAD AND GO UP HILL FOR 1.45
 HX2981'MILES TO A
 HX2981'DESERTED HOUSE ON THE RIHGT AND A VERY DIM ROAD
 HX2981'THROUGH THE BRUSH UP HILL. *
 HX2981'TAKE DIM ROAD UP HILL FOR 0.15 MILE
 HX2981'TO AN OPEN FIELD, TURN S UPGRADE ABOUT 0.2 MILE
 HX2981'TO THE TOP OF
 HX2981'THE HILL AND STATION.
 HX2981'
 HX2981'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE ON
 HX2981'DIRT ROAD AND GO
 HX2981'0.1 MILE TO THE ENTRANCE TO A SMALL CEMETERY ON
 HX2981'THE LEFT, TURN LEFT AND FOLLOW ROAD
 HX2981'TO A LONE ELM TREE AND THE
 HX2981'AZIMUTH MARK.
 HX2981'
 HX2981'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1931 ***********************************************************************
 JX1931  DESIGNATION -  SARDIS RESET
 JX1931  PID         -  JX1931
 JX1931  STATE/COUNTY-  WV/HARRISON
 JX1931  USGS QUAD   -  WOLF SUMMIT (1976)
 JX1931
 JX1931                         *CURRENT SURVEY CONTROL
 JX1931  ___________________________________________________________________
 JX1931* NAD 83(1995)-  39 19 05.82983(N)    080 26 16.86279(W)     ADJUSTED  
 JX1931* NAVD 88     -       494.22   (+/-2cm)    1621.5    (feet)  VERTCON   
 JX1931  ___________________________________________________________________
 JX1931  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 JX1931  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JX1931
 JX1931  HORZ ORDER  -  FIRST
 JX1931  VERT ORDER  -  THIRD ? (See Below)
 JX1931
 JX1931.The horizontal coordinates were established by classical geodetic methods
 JX1931.and adjusted by the National Geodetic Survey in April 1998..
 JX1931
 JX1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1931.The vertical order pertains to the NGVD 29 superseded value.
 JX1931
 JX1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1931
 JX1931.The geoid height was determined by GEOID03.
 JX1931
 JX1931;                    North         East     Units Scale Factor Converg.
 JX1931;SPC WV N     -    91,265.725   519,113.333   MT  0.99995508   -0 35 53.7
 JX1931;UTM  17      - 4,352,248.638   548,444.436   MT  0.99962890   +0 21 21.9
 JX1931
 JX1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1931!SPC WV N     -   0.99992760  x   0.99995508  =   0.99988269
 JX1931!UTM  17      -   0.99992760  x   0.99962890  =   0.99955653
 JX1931
 JX1931:                Primary Azimuth Mark                     Grid Az
 JX1931:SPC WV N     -  SARDIS AZ MK                             131 46 23.3
 JX1931:UTM  17      -  SARDIS AZ MK                             130 49 07.7
 JX1931
 JX1931|---------------------------------------------------------------------|
 JX1931| PID    Reference Object                     Distance      Geod. Az  |
 JX1931|                                                           dddmmss.s |
 JX1931| CX5317 SARDIS AZ MK                                       1311029.6 |
 JX1931| JX1930 WOLF SUMMIT RAD STA KQG 37 TWR      APPROX. 4.5 KM 1891236.2 |
 JX1931| CX5318 SARDIS RM 1                          21.948 METERS 22419     |
 JX1931| CX5319 SARDIS RM 2                          27.651 METERS 30457     |
 JX1931|---------------------------------------------------------------------|
 JX1931
 JX1931                          SUPERSEDED SURVEY CONTROL
 JX1931
 JX1931  NAD 83(1986)-  39 19 05.83340(N)    080 26 16.87164(W) AD(       ) 1
 JX1931  NAD 27      -  39 19 05.51310(N)    080 26 17.53970(W) AD(       ) 1
 JX1931  NGVD 29 (07/19/86)  494.39   (m)         1622.0    (f) LEVELING    3  
 JX1931
 JX1931.Superseded values are not recommended for survey control.
 JX1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1931.See file dsdata.txt to determine how the superseded data were derived.
 JX1931
 JX1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4844452249(NAD 83)
 JX1931_MARKER: DD = SURVEY DISK
 JX1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1931
 JX1931  HISTORY     - Date     Condition        Report By
 JX1931  HISTORY     - 1941     MONUMENTED       USGS
 JX1931  HISTORY     - 1944     GOOD             CGS
 JX1931  HISTORY     - 1963     GOOD             CGS
 JX1931
 JX1931                          STATION DESCRIPTION
 JX1931
 JX1931'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 JX1931'STATION IS LOCATED ABOUT 6-1/2 MILES W BY N OF THE CITY OF
 JX1931'CLARKSBURG, ABOUT
 JX1931'1/2 MILE W OF THE POST OFFICE IN THE VILLAGE OF SARDIS, ON
 JX1931'THE HIGHEST POINT OF A
 JX1931'PROMINENT BARE HILL, AND ON LAND OWNED BY
 JX1931'ELLSWORTH FITTIO WHO LIVES ABOUT 0.2 MILE
 JX1931'E OF THE STATION.
 JX1931'
 JX1931'STATION MARK IS A U.S. GEOLOGICAL SURVEY TRIANGULATION STATION
 JX1931'DISK SET FLUSH IN
 JX1931'THE TOP OF A 6- BY 6-INCH CONCRETE POST.
 JX1931'THE POST HAS BEEN RESET IN A 1-FOOT
 JX1931'SQUARE BLOCK OF CONCRETE PROJECTING
 JX1931'ABOUT 6 INCHES AND AN UNDERGROUND MARK, A U.S.C. AND
 JX1931'G.S.
 JX1931'BRONZE STATION DISK, WAS SET IN THE TOP OF A CONCRETE POST ABOUT
 JX1931'30 INCHES BELOW
 JX1931'THE GROUND.  THE SURFACE MARK IS STAMPED SARDIS USGS 1941.
 JX1931'
 JX1931'REFERENCE MARK 1 IS SW OF THE STATION.  IT IS A BRONZE REFERENCE
 JX1931'DISK SET IN THE
 JX1931'TOP OF A CONCRETE POST.  IT IS STAMPED
 JX1931'SARDIS USGS NO 1 1941 AND PROJECTS
 JX1931'ABOUT 6 INCHES.
 JX1931'
 JX1931'REFERENCE MARK 2 IS NW OF THE STATION, IN A FENCELINE.  IT IS
 JX1931'A BRONZE REFERENCE
 JX1931'DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 JX1931'STAMPED SARDIS USGS NO 2 1941.
 JX1931'
 JX1931'AZIMUTH MARK IS SE OF THE STATION.  IT IS A BRONZE AZIMUTH
 JX1931'DISK SET FLUSH IN
 JX1931'THE FLAT TOP OF A CONCRETE CULVERT WALL, 15 FEET
 JX1931'N OF THE CENTER LINE OF A ROAD, AND
 JX1931'150 FEET W OF DIRT ROAD LEADING
 JX1931'N TO THE STATION.  IT IS STAMPED SARDIS USGS 1941.
 JX1931'
 JX1931'TO REACH THE STATION FROM THE POST OFFICE IN CLARKSBURG, GO
 JX1931'N ON U.S. HIGHWAYS
 JX1931'50 AND 19 FOR 1.8 MILES TO THEIR JUNCTION, CONTINUE
 JX1931'STRAIGHT AHEAD ON HIGHWAY 19 FOR 0.1
 JX1931'MILE, THEN TURN LEFT
 JX1931'ON A MACADAM ROAD (IMMEDIATELY AFTER PASSING THROUGH A
 JX1931'RAILROAD
 JX1931'UNDERPASS) AND GO 3.5 MILES TO A MACADAM T-ROAD N AT THE VILLAGE
 JX1931'OF CHIEFTON (ALSO
 JX1931'REACHED BY GOING 2.8 MILES ON MACADAM ROAD FROM
 JX1931'RAILROAD STATION AT WOLF SUMMIT),
 JX1931'TURN RIGHT (AT SIGN SARDIS 4
 JX1931'MI.) AND GO 1.5 MILES TO A FORK (AT SIGN SARDIS 3
 JX1931'MI.), TAKE
 JX1931'RIGHT FORK AND GO 0.7 MILE TO A DIRT SIDE ROAD LEFT (THE AZIMUTH
 JX1931'MARK IS 150 FEET
 JX1931'W OF THIS ROAD), TURN LEFT AND GO 0.25 MILE TO THE
 JX1931'END OF THE ROAD AND END OF TRUCK
 JX1931'TRAVEL AT FARMHOUSE ON RIGHT.
 JX1931'FROM HERE PROCEED ON FOOT STRAIGHT AHEAD FOR ABOUT
 JX1931'0.25 MILE TO
 JX1931'THE HIGHEST POINT OF THE HILL AND THE STATION.
 JX1931'
 JX1931'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JX1931
 JX1931                          STATION RECOVERY (1944)
 JX1931
 JX1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1931'STATION WAS RECOVERED AS DESCRIBED IN 1941 BY
 JX1931'G.W.L. AND ALL
 JX1931'MARKS WERE FOUND IN GOOD CONDITION.
 JX1931'
 JX1931'THE STATION MARK PROJECTS ABOUT 10 INCHES.  THE DISK IS NOT
 JX1931'STAMPED.
 JX1931'
 JX1931'REFERENCE MARK 1 IS ON THE SW SLOPE OF THE HILL AND IS ABOUT
 JX1931'8 FEET LOWER IN
 JX1931'ELEVATION THAN THE STATION MARK.
 JX1931'
 JX1931'REFERENCE MARK 2 IS ON THE N SLOPE OF THE HILL AND IS ABOUT
 JX1931'12 FEET LOWER IN
 JX1931'ELEVATION THAN THE STATION MARK.
 JX1931'
 JX1931'AZIMUTH MARK IS 13 FEET N OF THE APPROXIMATE CENTER LINE OF
 JX1931'A MACADAM ROAD AND
 JX1931'5 FEET SW OF A WOODEN WITNESS POST.
 JX1931'
 JX1931'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 JX1931
 JX1931                          STATION RECOVERY (1963)
 JX1931
 JX1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1931'NO MEASUREMENT BETWEEN RMS BECAUSE TREES ON LINE.
 JX1931'
 JX1931'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 JX1931'AT THIS TIME.  THE DISTANCE AND
 JX1931'DIRECTION TO ALL MARKS CHECKED EXCEPT THE AZIMUTH MARK.  THE AZIMUTH
 JX1931'MARK WOULD NOT SEE.  DUE TO VARIOUS
 JX1931'CHANGES A NEW DESCRIPTION FOLLOWS.
 JX1931'
 JX1931'THE STATION IS ABOUT 8 MILES NORTHEAST OF SALEM, 4-1/4 MILES SOUTH OF
 JX1931'DOLA, 6 MILES NORTHWEST OF
 JX1931'CLARKSBURG, 3/4 MILE SOUTHWEST OF SMALL SETTLEMENT OF SARDIS AND ON
 JX1931'THE HIGHEST PART OF THE HILL
 JX1931'OWNED BY COMPASS COAL COMPANY.  IT IS A STANDARD USGS ELEVATION
 JX1931'MARK DISK SET IN A 12 BY 12 INCH CONCRETE
 JX1931'MONUMENT, 4 FEET WEST OF A WITNESS POST AND 91
 JX1931'FEET EAST OF A FENCE.  IT PROJECTS 8 INCHES AND THE DISK IS
 JX1931'NOT STAMPED.
 JX1931'
 JX1931'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 50 AND STATE
 JX1931'HIGHWAY 23 IN SALEM, GO
 JX1931'EASTERLY ON HIGHWAY 23 FOR 8.25 MILES TO A GRAVELED SIDE ROAD LEFT.
 JX1931'TURN LEFT ON GRAVELED ROAD AND GO
 JX1931'NORTH FOR 0.7 MILE TO A RAILROAD CROSSING.  CROSS RAILROAD TRACKS
 JX1931'AND GO 0.05 MILE TO A T-INTERSECTION WITH
 JX1931'A PAVED ROAD.  TURN RIGHT AND GO EAST ON PAVED
 JX1931'ROAD FOR 0.5 MILE TO A RAILROAD CROSSING JUST BEFORE
 JX1931'REACHING A SIDE ROAD LEFT.  AFTER
 JX1931'CROSSING RAILROAD TRACKS TURN LEFT ON PAVED ROAD AND GO NORTH FOR
 JX1931'2.05 MILES TO THE AZIMUTH MARK ON THE
 JX1931'LEFT.  CONTINUE NORTHERLY ON PAVED ROAD FOR 2 MILES TO SARDIS BAPTIST
 JX1931'CHURCH ON THE RIGHT.  CONTINUE
 JX1931'NORTHERLY ON PAVED ROAD FOR 0.8 MILE TO A FORK.  TURN LEFT
 JX1931'AND CROSS STEEL BRIDGE AND GO NORTHWESTERLY ON
 JX1931'PAVED ROAD FOR 0.5 MILE TO A GRAVELED
 JX1931'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON GRAVELED ROAD FOR
 JX1931'0.3 MILE TO AN OLD SAW MILL ON THE
 JX1931'RIGHT.  CONTINUE ON GRAVELED ROAD FOR 0.15 MILE TO A FORK.  TURN LEFT
 JX1931'ON LEFT FORK AND GO EAST FOR 0.2 MILE
 JX1931'TO HOUSE ON THE LEFT AND END OF TRUCK TRAVEL.  GO SOUTH ON
 JX1931'DIM TRAIL FOR ABOUT 1/4 MILE TO FOOT OF STEEP
 JX1931'GRADE OF HIGH HILL.  GO SOUTHWEST FOR ABOUT
 JX1931'1/4 MILE TO TOP OF HIGH HILL AND STATION.
 JX1931'
 JX1931'REFERENCE MARK 1 IS 70 FEET SOUTH OF WITNESS POST, 68 FEET EAST OF A
 JX1931'FENCE AND 15 FEET NORTH OF A 6 INCH
 JX1931'WILD CHERRY TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 JX1931'STAMPED SARDIS NO 1 1941.
 JX1931'
 JX1931'REFERENCE MARK 2 IS 91 FEET WEST OF THE WITNESS POST AND 1 FOOT EAST
 JX1931'OF A FENCE.  THE MONUMENT
 JX1931'PROJECTS 6 INCHES AND THE DISK IS STAMPED SARDIS NO 2 1941.
 JX1931'
 JX1931'THE AZIMUTH MARK IS A STANDARD USC AND GS REFERENCE MARK DISK
 JX1931'CEMENTED IN A DRILLED HOLE IN
 JX1931'THE NORTH END OF A CONCRETE CULVERT.  IT IS 11 FEET WEST OF THE
 JX1931'CENTERLINE OF THE PAVED ROAD AND 38
 JX1931'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN.  THE DISK IS
 JX1931'STAMPED SARDIS USGS 1941.
 JX1931'
 JX1931'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2317 ***********************************************************************
 HX2317  DESIGNATION -  SAYRE
 HX2317  PID         -  HX2317
 HX2317  STATE/COUNTY-  WV/JACKSON
 HX2317  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2317
 HX2317                         *CURRENT SURVEY CONTROL
 HX2317  ___________________________________________________________________
 HX2317* NAD 83(1986)-  38 46 51.     (N)    081 49 18.     (W)     SCALED    
 HX2317* NAVD 88     -       340.933  (meters)    1118.54   (feet)  ADJUSTED  
 HX2317  ___________________________________________________________________
 HX2317  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HX2317  DYNAMIC HT  -         340.709 (meters)    1117.81  (feet)  COMP
 HX2317  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 HX2317
 HX2317  VERT ORDER  -  SECOND    CLASS 0
 HX2317
 HX2317.The horizontal coordinates were scaled from a topographic map and have
 HX2317.an estimated accuracy of +/- 6 seconds.
 HX2317
 HX2317.The orthometric height was determined by differential leveling
 HX2317.and adjusted by the National Geodetic Survey in June 1991..
 HX2317
 HX2317.The geoid height was determined by GEOID03.
 HX2317
 HX2317.The dynamic height is computed by dividing the NAVD 88
 HX2317.geopotential number by the normal gravity value computed on the
 HX2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2317.degrees latitude (g = 980.6199 gals.).
 HX2317
 HX2317.The modeled gravity was interpolated from observed gravity values.
 HX2317
 HX2317;                    North         East    Units  Estimated Accuracy
 HX2317;SPC WV S     -   197,980.      528,610.      MT  (+/- 180 meters Scaled)
 HX2317
 HX2317                          SUPERSEDED SURVEY CONTROL
 HX2317
 HX2317  NGVD 29 (??/??/92)  341.115  (m)         1119.14   (f) ADJ UNCH    2 0
 HX2317
 HX2317.Superseded values are not recommended for survey control.
 HX2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2317.See file dsdata.txt to determine how the superseded data were derived.
 HX2317
 HX2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC286927(NAD 83)
 HX2317_MARKER: DD = SURVEY DISK
 HX2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2317_SP_SET: STONE POST
 HX2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2317+STABILITY: SURFACE MOTION
 HX2317
 HX2317  HISTORY     - Date     Condition        Report By
 HX2317  HISTORY     - UNK      MONUMENTED       USGS
 HX2317  HISTORY     - 1956     GOOD             NGS
 HX2317
 HX2317                          STATION DESCRIPTION
 HX2317
 HX2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2317'4.1 MI SW FROM EVANS.
 HX2317'ABOUT 3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE JUNCTION
 HX2317'OF U.S. HIGHWAY 33 AT EVANS TO A POINT 0.65 MILE SOUTHWEST OF
 HX2317'LONGVIEW METHODIST CHURCH AND 0.65 MILE NORTHEAST OF THE
 HX2317'JACKSON-MASON COUNTY LINE, THENCE ABOUT 64 YARDS SOUTHEAST ALONG
 HX2317'A DIRT ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST AND SOUTH ALONG A
 HX2317'FOOT TRAIL TO THE TOP OF HIGHEST POINT OF RIDGE AND IS A U.S.G.S.
 HX2317'DISK SET IN THE TOP OF A STONE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3146 ***********************************************************************
 GY3146  DESIGNATION -  SCARLET
 GY3146  PID         -  GY3146
 GY3146  STATE/COUNTY-  WV/LOGAN
 GY3146  USGS QUAD   -  BARNABUS (1976)
 GY3146
 GY3146                         *CURRENT SURVEY CONTROL
 GY3146  ___________________________________________________________________
 GY3146* NAD 83(1995)-  37 42 07.66840(N)    082 04 29.72807(W)     ADJUSTED  
 GY3146* NAVD 88     -       609.7    (meters)    2000.     (feet)  VERTCON   
 GY3146  ___________________________________________________________________
 GY3146  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 GY3146  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GY3146
 GY3146  HORZ ORDER  -  THIRD
 GY3146
 GY3146.The horizontal coordinates were established by classical geodetic methods
 GY3146.and adjusted by the National Geodetic Survey in April 1998..
 GY3146
 GY3146.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3146
 GY3146.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3146
 GY3146.The geoid height was determined by GEOID03.
 GY3146
 GY3146;                    North         East     Units Scale Factor Converg.
 GY3146;SPC WV S     -    78,477.921   505,211.968   MT  0.99996089   -0 39 52.2
 GY3146;UTM  17      - 4,173,310.206   405,242.638   MT  0.99971059   -0 39 26.7
 GY3146
 GY3146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3146!SPC WV S     -   0.99990929  x   0.99996089  =   0.99987018
 GY3146!UTM  17      -   0.99990929  x   0.99971059  =   0.99961991
 GY3146
 GY3146|---------------------------------------------------------------------|
 GY3146| PID    Reference Object                     Distance      Geod. Az  |
 GY3146|                                                           dddmmss.s |
 GY3146| DC3206 SCARLET RM 1                         13.968 METERS 14818     |
 GY3146| DC3207 SCARLET RM 2                         14.398 METERS 32248     |
 GY3146| GY0316 PICKERING                           APPROX. 9.0 KM 3415227.9 |
 GY3146|---------------------------------------------------------------------|
 GY3146
 GY3146                          SUPERSEDED SURVEY CONTROL
 GY3146
 GY3146  NAD 83(1995)-  37 42 07.66906(N)    082 04 29.72822(W) AD(       ) 3
 GY3146  NAD 83(1995)-  37 42 07.67599(N)    082 04 29.73354(W) AD(       ) 3
 GY3146  NAD 83(1986)-  37 42 07.67588(N)    082 04 29.73345(W) AD(       ) 3
 GY3146  NAD 27      -  37 42 07.30610(N)    082 04 30.28030(W) AD(       ) 3
 GY3146  NGVD 29 (07/19/86)  609.9    (m)         2001.     (f) VERT ANG       
 GY3146
 GY3146.Superseded values are not recommended for survey control.
 GY3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3146.See file dsdata.txt to determine how the superseded data were derived.
 GY3146
 GY3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB0524373310(NAD 83)
 GY3146_MARKER: DS = TRIANGULATION STATION DISK
 GY3146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3146_SP_SET: PREFABRICATED CONCRETE POST
 GY3146
 GY3146  HISTORY     - Date     Condition        Report By
 GY3146  HISTORY     - 1957     MONUMENTED       CGS
 GY3146
 GY3146                          STATION DESCRIPTION
 GY3146
 GY3146'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3146'THE STATION IS APPROXIMATELY 6 MILES EAST OF DELBARTON, 11-1/2 MILES
 GY3146'SOUTH-SOUTHEAST OF LOGAN AND 1-1/2 MILES NORTHEAST OF THE SCARLET
 GY3146'FLAME MINE.
 GY3146'
 GY3146'TO REACH FROM THE RAILROAD DEPOT IN DELBARTON, GO SOUTHEAST ON BLACK
 GY3146'TOP ROAD 5.8 MILES TO THE ISLAND CREEK COAL CO.  MINES NO. 25 AND
 GY3146'26 (SCARLET FLAME). CONTINUE STRAIGHT AHEAD, PASSING UNDER CONVEYORS,
 GY3146'1.05 MILES TO RAILROAD CROSSING.  CONTINUE STRAIGHT AHEAD, ACROSS
 GY3146'TRACKS, UPHILL ON MAIN ROAD 1.35 MILES TO TOP OF HILL AND DIM TRACK
 GY3146'ROAD LEFT. TURN LEFT AROUND SIDE OF HILL 0.2 MILE TO SWITCHBACK,
 GY3146'WHERE ROAD TURNS DOWN HILL AND END OF TRUCK TRAVEL. FROM HERE, AT
 GY3146'TRIANGULAR BLAZE ON SMALL TREE ON LEFT, PACK WEST UP STEEP HILL ABOUT
 GY3146'0.2 MILE TO HIGHEST PART OF HILL AND STATION. ABOUT 15 MINUTES
 GY3146'PACK.
 GY3146'
 GY3146'STATION MARKS ARE STANDARD DISKS STAMPED SCARLET 1957. THE SURFACE
 GY3146'DISK IS BRAZED TO THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 1
 GY3146'FOOT. IT IS 25-1/2 FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZE ON OAK
 GY3146'TREE 2 FEET IN DIAMETER AND 34-1/2 FEET WEST-SOUTHWEST OF A
 GY3146'TRIANGULAR BLAZE ON OAK TREE 18 INCHES IN DIAMETER. THE UNDERGROUND
 GY3146'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 25 INCHES BELOW THE
 GY3146'SURFACE OF THE GROUND.
 GY3146'
 GY3146'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SCARLET NO 1 1957, IS
 GY3146'BRAZED TO THE TOP OF 3 INCH IRON PIPE WHICH PROJECTS 6
 GY3146'INCHES. IT IS ON THE SOUTHWEST SLOPE OF HILL AND ABOUT 4 FEET LOWER
 GY3146'THAN STATION.
 GY3146'
 GY3146'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SCARLET NO 2 1957, IS
 GY3146'BRAZED TO THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 6
 GY3146'INCHES. IT IS 38-1/2 FEET WEST-NORTHWEST OF TRIANGULAR BLAZE ON OAK
 GY3146'TREE 2 FEET IN DIAMETER.
 GY3146'
 GY3146'NO AZIMUTH MARK WAS SET.
 GY3146'
 GY3146'NOTE- THE STATION IS ON THE PROPERTY OF THE ISLAND CREEK COAL CO.
 GY3146'
 GY3146'HEIGHT OF LIGHT ABOVE STATION MARK 22.05 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3173 ***********************************************************************
 KY3173  DESIGNATION -  SCHULTZ
 KY3173  PID         -  KY3173
 KY3173  STATE/COUNTY-  WV/OHIO
 KY3173  USGS QUAD   -  VALLEY GROVE (1981)
 KY3173
 KY3173                         *CURRENT SURVEY CONTROL
 KY3173  ___________________________________________________________________
 KY3173* NAD 83(1995)-  40 06 50.11719(N)    080 36 22.05877(W)     ADJUSTED  
 KY3173* NAVD 88     -       427.3    (meters)    1402.     (feet)  VERTCON   
 KY3173  ___________________________________________________________________
 KY3173  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 KY3173  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY3173
 KY3173  HORZ ORDER  -  FIRST
 KY3173
 KY3173.The horizontal coordinates were established by classical geodetic methods
 KY3173.and adjusted by the National Geodetic Survey in April 1998..
 KY3173
 KY3173.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3173
 KY3173.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3173
 KY3173.The geoid height was determined by GEOID03.
 KY3173
 KY3173;                    North         East     Units Scale Factor Converg.
 KY3173;SPC WV N     -   179,758.283   505,705.225   MT  0.99997695   -0 42 19.6
 KY3173;SPC PA S     -    90,609.240   356,558.179   MT  0.99997668   -1 51 10.9
 KY3173;SPC PA S     -   297,273.81  1,169,807.96   sFT  0.99997668   -1 51 10.9
 KY3173;SPC OH S     -   236,375.449   761,446.903   MT  1.00001694   +1 12 06.1
 KY3173;UTM  17      - 4,440,475.843   533,564.951   MT  0.99961387   +0 15 13.6
 KY3173
 KY3173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3173!SPC WV N     -   0.99993828  x   0.99997695  =   0.99991523
 KY3173!SPC PA S     -   0.99993828  x   0.99997668  =   0.99991496
 KY3173!SPC OH S     -   0.99993828  x   1.00001694  =   0.99995522
 KY3173!UTM  17      -   0.99993828  x   0.99961387  =   0.99955217
 KY3173
 KY3173:                Primary Azimuth Mark                     Grid Az
 KY3173:SPC WV N     -  SCHULTZ AZ MK                            048 47 38.9
 KY3173:SPC PA S     -  SCHULTZ AZ MK                            049 56 30.2
 KY3173:SPC OH S     -  SCHULTZ AZ MK                            046 53 13.2
 KY3173:UTM  17      -  SCHULTZ AZ MK                            047 50 05.7
 KY3173
 KY3173|---------------------------------------------------------------------|
 KY3173| PID    Reference Object                     Distance      Geod. Az  |
 KY3173|                                                           dddmmss.s |
 KY3173| CX5325 SCHULTZ AZ MK                                      0480519.3 |
 KY3173| CX5326 SCHULTZ RM 1                         35.448 METERS 23230     |
 KY3173| KY3220 BRIDGEPORT ATT MICROWAVE            APPROX.14.2 KM 2460416.7 |
 KY3173| KY3181 SCHULTZ RM 2                         26.375 METERS 35331     |
 KY3173| KY3168 WWVA NORTHWEST RADIO TOWER          APPROX. 3.2 KM 3584554.9 |
 KY3173| KY3169 WWVA SOUTHEAST RADIO TOWER          APPROX. 3.1 KM 3593528.1 |
 KY3173|---------------------------------------------------------------------|
 KY3173
 KY3173                          SUPERSEDED SURVEY CONTROL
 KY3173
 KY3173  NAD 83(1986)-  40 06 50.12293(N)    080 36 22.06524(W) AD(       ) 1
 KY3173  NAD 27      -  40 06 49.87110(N)    080 36 22.80720(W) AD(       ) 1
 KY3173  NGVD 29 (07/19/86)  427.5    (m)         1403.     (f) VERT ANG       
 KY3173
 KY3173.Superseded values are not recommended for survey control.
 KY3173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3173.See file dsdata.txt to determine how the superseded data were derived.
 KY3173
 KY3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE3356540476(NAD 83)
 KY3173_MARKER: DS = TRIANGULATION STATION DISK
 KY3173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3173_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3173
 KY3173  HISTORY     - Date     Condition        Report By
 KY3173  HISTORY     - 1933     MONUMENTED       CGS
 KY3173  HISTORY     - 1960     GOOD             CGS
 KY3173  HISTORY     - 1963     GOOD             CGS
 KY3173  HISTORY     - 1969     GOOD             CGS
 KY3173
 KY3173                          STATION DESCRIPTION
 KY3173
 KY3173'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KY3173'ABOUT 2 MILES NORTHWEST OF VALLEY GROVE, 8 MILES NORTHEAST OF
 KY3173'WHEELING, AND 4 MILES WEST OF THE WEST VIRGINIA-PENNSYLVANIA STATE
 KY3173'LINE, ON PROPERTY OWNED BY B.C.
 KY3173'STOLZE OF WHEELING.
 KY3173'
 KY3173'TO REACH FROM THE SOUTH, TAKE U.S. HIGHWAY 40 TO MCGRAW RUN (MARKED BY
 KY3173'SIGN), WHICH IS ABOUT 8 MILES NORTHEAST OF WHEELING AND 3.2 MILES
 KY3173'SOUTHWEST OF THE WEST VIRGINIA-PENNSYLVANIA
 KY3173'STATE LINE, TURN NORTH ON GRAVEL ROAD WHICH LEAVES U.S. HIGHWAY
 KY3173'40 AT EAST END OF BRIDGE OVER MCGRAW RUN, FOLLOW GRAVEL ROAD UP VALLEY
 KY3173'2.1 MILES TO ROAD FORK JUST BEYOND BRIDGE OVER SMALL CREEK, TAKE
 KY3173'LEFT-HAND FORK AND PROCEED 1.3 MILES TO T-ROAD AT
 KY3173'TOP OF HILL, TURN LEFT AND PROCEED DOWN GRADE 0.5 MILE TO T-ROAD,
 KY3173'THEN TURN LEFT AND PROCEED 0.45 MILE TO T-ROAD, CONTINUE STRAIGHT
 KY3173'AHEAD 0.7 MILE TO GATE INTO PASTURE ON LEFT AT BASE OF HILL, PASS
 KY3173'THROUGH GATE, TURN RIGHT AND PROCEED IN A SOUTHWESTERLY
 KY3173'DIRECTION UP HILL TO THE STATION AT THE TOP OF THE HILL.
 KY3173'STATION IS ON THE HIGHEST PART OF THE HILL ABOUT 150 FEET SOUTH
 KY3173'OF THE BREAK OF THE SLOPE AT THE NORTH END OF THE HILL, AND MARK
 KY3173'PROJECTS 4 INCHES ABOVE THE GROUND.
 KY3173'
 KY3173'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KY3173'DISKS SET IN CONCRETE.
 KY3173'
 KY3173'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION IN OPEN
 KY3173'FIELD ON THE WEST SLOPE OF THE HILL, AND PROJECTS 8 INCHES
 KY3173'ABOVE THE GROUND.  REFERENCE MARK NO. 2 IS NORTH OF THE STATION,
 KY3173'ON THE NORTHWEST SLOPE OF THE HILL, ABOUT 30 FEET SOUTHEAST
 KY3173'OF THE BREAK OF THE SLOPE, AND PROJECTS 6 INCHES ABOVE THE GROUND.
 KY3173'
 KY3173'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NORTHEAST OF THE STATION,
 KY3173'15 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2
 KY3173'FEET SOUTH OF FENCE, 45 FEET NORTHEAST OF A POWER LINE POLE,
 KY3173'AND 73 FEET SOUTH OF A 24-INCH WILD CHERRY TREE, AND MARK PROJECTS
 KY3173'8 INCHES ABOVE THE GROUND.
 KY3173'
 KY3173'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 KY3173
 KY3173                          STATION RECOVERY (1960)
 KY3173
 KY3173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KY3173'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KY3173'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  A DIFFERENCE
 KY3173'OF 03 MINUTES AND A LONGER MEASUREMENT OF 0.005 METERS WAS NOTED TO
 KY3173'REFERENCE MARK 2.  THESE MEASUREMENTS WERE DOUBLE CHECKED IN THE
 KY3173'FIELD AND ARE BELIEVED TO BE CORRECT.  THE AREA HAS BEEN TURNED
 KY3173'INTO PARK LIKE LAWNS.  THE PROPERTY IS NOW OWNED BY MR. A.H.
 KY3173'HOBLITZELL.
 KY3173'
 KY3173'A NEW TO REACH THE STATION FOLLOWS-
 KY3173'
 KY3173'TO REACH THE STATION FROM THE VALLEY GROVE POST OFFICE, GO WEST ON
 KY3173'U.S. HIGHWAY 40 FOR 1.57 MILES TO A RESTAURANT, SERVICE STATION
 KY3173'AND A GRAVELED ROAD, THE DIXON RUN ROAD ON THE RIGHT, NORTHWEST,
 KY3173'SIDE OF THE HIGHWAY.  TURN RIGHT AND GO NORTHWEST ON THE DIXON RUN
 KY3173'ROAD FOR 2.80 MILES TO A MACADAM T-ROAD.  TURN RIGHT AND GO EAST ON A
 KY3173'MACADAM ROAD FOR 0.38 MILE TO A GRAVELED DRIVEWAY ON THE RIGHT
 KY3173'HAND SIDE OF THE ROAD*.  CONTINUE NORTHEAST ON THE MACADAM ROAD
 KY3173'FOR 0.27 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH, SIDE OF THE
 KY3173'ROAD. *TURN RIGHT AND GO SOUTHWEST ON THE GRAVELED DRIVEWAY FOR 0.2
 KY3173'MILE TO MR. HOBLITZELLS HOUSE ON THE RIGHT. TURN RIGHT, PASS TO
 KY3173'THE LEFT OF THE HOUSE AND GO NORTHEAST ACROSS THE LAWN FOR ABOUT
 KY3173'300 FEET TO THE HIGHEAST POINT OF THE HILL AND THE
 KY3173'STATION.
 KY3173'
 KY3173'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 KY3173
 KY3173                          STATION RECOVERY (1963)
 KY3173
 KY3173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3173'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KY3173'CONDITION. THE DISTANCES AND DIRECTIONS TO THE MARKS CHECKED.
 KY3173'DUE TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS.
 KY3173'
 KY3173'THE STATION IS ABOUT 5 MILES NORTHWEST OF VALLEY GROVE, 8 MILES
 KY3173'NORTHEAST OF WHEELING, 4 MILES WEST OF THE WEST
 KY3173'VIRGINIA-PENNSYLVANIA STATE LINE AND ON THE PROPERTY OF MR. ALFRED H.
 KY3173'HOBLITZELL.  IT IS 28 FEET SOUTH OF AN 8 INCH MAPLE TREE, 46 FEET
 KY3173'NORTH OF A 15 INCH LOCUST TREE AND 174 FEET NORTHWEST OF THE
 KY3173'NORTHEAST CORNER OF A LARGE LOG HOUSE.  THE MONUMENT PROJECTS 5
 KY3173'INCHES AND THE DISK IS STAMPED SCHULTZ 1933.
 KY3173'
 KY3173'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 88
 KY3173'ABOUT 2 MILES EAST OF WHEELING AND 3 MILES NORTHWEST OF ELM
 KY3173'GROVE, GO NORTH-NORTHEAST ON HIGHWAY 88 FOR 5.05 MILES TO A SIDE
 KY3173'ROAD RIGHT (DEMENT ROAD).  TURN RIGHT AND GO SOUTHEASTERLY ON
 KY3173'DEMENT ROAD FOR 1.3 MILES TO A SIDE ROAD RIGHT (CHAPEL HILL ROAD).
 KY3173'CONTINUE EASTERLY ON THE PAVED ROAD FOR 0.45 MILE TO A GRAVELED
 KY3173'DRIVEWAY RIGHT*. TURN RIGHT AND GO WEST ON THE
 KY3173'DRIVEWAY FOR 0.1 MILE TO A LOG HOUSE ON THE RIGHT AND THE STATION
 KY3173'ABOUT 200 FEET NORTH OF THE HOUSE.
 KY3173'
 KY3173'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHEAST ON THE
 KY3173'PAVED ROAD FOR 0.25 MILE TO THE AZIMUTH ON THE LEFT.
 KY3173'
 KY3173'REFERENCE MARK 1 IS 14 FEET NORTH OF AN 8 INCH MAPLE TREE AND 66
 KY3173'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE.  THE
 KY3173'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED SCHULTZ NO 1 1933.
 KY3173'
 KY3173'REFERENCE MARK 2 IS 26 FEET NORTH OF A 15 INCH ELM TREE AND 43
 KY3173'FEET SOUTHWEST OF A TWIN TRUNK ELM TREE.  THE MONUMENT PROJECTS 5
 KY3173'INCHES AND THE DISK IS STAMPED SCHULTZ NO 2 1933.
 KY3173'
 KY3173'THE AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A WITNESS POST, 1 FOOT
 KY3173'SOUTHEAST OF A WIRE FENCE, 22 FEET NORTHWEST OF THE CENTERLINE OF
 KY3173'A PAVED ROAD AND 49 FEET NORTHEAST OF A POWER POLE.  THE
 KY3173'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED SCHULTZ 1933.
 KY3173'
 KY3173'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 KY3173
 KY3173                          STATION RECOVERY (1969)
 KY3173
 KY3173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WOK)
 KY3173'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 KY3173'RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 KY3173'FOLLOWS--
 KY3173'
 KY3173'TO REACH FROM THE VALLEY GROVE POST OFFICE, FIRE DEPARTMENT AND
 KY3173'COMMUNITY CENTER IN VALLEY GROVE, WEST VIRGINIA, GO WESTERLY ON
 KY3173'U.S. HIGHWAY 40 FOR 1.2 MILES TO A SIDE ROAD RIGHT JUST WEST OF
 KY3173'THE RONEYS TRUCK STOP.  TURN RIGHT AND GO NORTHERLY ON THE DIXON
 KY3173'RUN ROAD FOR 2.8 MILES TO A T ROAD.  TURN RIGHT AND GO EAST ON
 KY3173'DEMENT ROAD (ALSO COUNTY ROAD NO. 33) FOR 0.4 MILE TO A PRIVATE
 KY3173'DRIVE RIGHT.  TURN SHARP RIGHT AND GO SOUTHWEST ON PRIVATE DRIVE
 KY3173'FOR 0.2 MILE TO THE HOBLITZELL SUMMER HOME ON THE RIGHT.  CONTINUE
 KY3173'AHEAD FOR ABOUT 75 FEET TO THE WEST SIDE OF YARD, THEN TURN RIGHT
 KY3173'AND GO NORTH FOR ABOUT 300 FEET TO THE STATION.
 KY3173'
 KY3173'TO REACH THE AZIMUTH MARK FROM THE PRIVATE DRIVE RIGHT, CONTINUE
 KY3173'EASTERLY ON DEMENT ROAD (ALSO COUNTY ROAD NO. 33) FOR 0.25 MILE TO
 KY3173'A METAL WITNESS POST AND AZIMUTH MARK ON THE LEFT.
 KY3173'
 KY3173'THE STATION MARK IS STAMPED SCHULTZ 1933 AND PROJECTS 0.1 FOOT
 KY3173'ABOVE THE GROUND SURFACE.  IT IS 61 FEET SOUTH OF A 14 INCH WILD
 KY3173'CHERRY TREE, 29 FEET SOUTH-SOUTHEAST OF A 13 INCH MAPLE TREE, 174
 KY3173'FEET NORTHWEST OF THE NORTHEAST CORNER OF A LOG CABIN AND 108.3
 KY3173'FEET NORTH-NORTHEAST OF POWER POLE NO. 8272.
 KY3173'
 KY3173'REFERENCE MARK 1 IS STAMPED SCHULTZ NO 1 1933 AND PROJECTS 0.1
 KY3173'FOOT ABOVE THE GROUND SURFACE.  IT IS 67.3 FEET EAST-NORTHEAST OF
 KY3173'THE NORTHEAST CORNER OF A HOUSE, 17 FEET EAST-NORTHEAST OF A 12
 KY3173'INCH MAPLE TREE, 67.8 FEET WEST-NORTHWEST OF POWER POLE NO. 8272.
 KY3173'
 KY3173'REFERENCE MARK 2 IS STAMPED SCHULTZ NO 2 1933 AND PROJECTS 0.2
 KY3173'FOOT ABOVE THE GROUND SURFACE.  IT IS 26.5 FEET NORTH OF A 14 INCH
 KY3173'WILD CHERRY TREE.
 KY3173'
 KY3173'AZIMUTH MARK IS STAMPED SCHULTZ 1933 AZIMUTH AND PROJECTS 0.4 FOOT
 KY3173'ABOVE THE GROUND SURFACE.  IT IS 1.0 FOOT EAST-SOUTHEAST OF A
 KY3173'NORTHEAST-SOUTHWEST FENCE, 49.2 FEET NORTHEAST OF A POWER POLE NO.
 KY3173'17-397 181-71, 1.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST
 KY3173'AND 24 FEET NORTHWEST OF THE CENTERLINE OF A PAVED ROAD. (NOTE--
 KY3173'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK HAVING AZIMUTH
 KY3173'STAMPED ON THE DISK.)
 KY3173'
 KY3173'A TRAVERSE CONNECTION WAS MADE TO SCHULTZ RM 2 USC AND GS 1933.
 KY3173'
 KY3173'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 KY3173'NORTHWEST OF VALLEY GROVE.
 KY3173'
 KY3173'HEIGHT OF LIGHT ABOVE STATION MARK 26.07 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3181 ***********************************************************************
 KY3181  DESIGNATION -  SCHULTZ RM 2
 KY3181  PID         -  KY3181
 KY3181  STATE/COUNTY-  WV/OHIO
 KY3181  USGS QUAD   -  VALLEY GROVE (1981)
 KY3181
 KY3181                         *CURRENT SURVEY CONTROL
 KY3181  ___________________________________________________________________
 KY3181* NAD 83(1995)-  40 06 50.96688(N)    080 36 22.18460(W)     ADJUSTED  
 KY3181* NAVD 88     -       426.4    (meters)    1399.     (feet)  VERTCON   
 KY3181  ___________________________________________________________________
 KY3181  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 KY3181  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY3181
 KY3181  HORZ ORDER  -  FIRST
 KY3181
 KY3181.The horizontal coordinates were established by classical geodetic methods
 KY3181.and adjusted by the National Geodetic Survey in April 1998..
 KY3181
 KY3181.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3181
 KY3181.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3181
 KY3181.The geoid height was determined by GEOID03.
 KY3181
 KY3181;                    North         East     Units Scale Factor Converg.
 KY3181;SPC WV N     -   179,784.525   505,702.568   MT  0.99997698   -0 42 19.7
 KY3181;SPC PA S     -    90,635.529   356,556.048   MT  0.99997665   -1 51 11.0
 KY3181;SPC PA S     -   297,360.06  1,169,800.97   sFT  0.99997665   -1 51 11.0
 KY3181;SPC OH S     -   236,401.588   761,443.374   MT  1.00001699   +1 12 06.0
 KY3181;UTM  17      - 4,440,502.027   533,561.856   MT  0.99961387   +0 15 13.5
 KY3181
 KY3181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3181!SPC WV N     -   0.99993842  x   0.99997698  =   0.99991540
 KY3181!SPC PA S     -   0.99993842  x   0.99997665  =   0.99991507
 KY3181!SPC OH S     -   0.99993842  x   1.00001699  =   0.99995541
 KY3181!UTM  17      -   0.99993842  x   0.99961387  =   0.99955231
 KY3181
 KY3181:                Primary Azimuth Mark                     Grid Az
 KY3181:SPC WV N     -  MCGILL RM 3                              100 30 12.2
 KY3181:SPC PA S     -  MCGILL RM 3                              101 39 03.5
 KY3181:SPC OH S     -  MCGILL RM 3                              098 35 46.5
 KY3181:UTM  17      -  MCGILL RM 3                              099 32 39.0
 KY3181
 KY3181|---------------------------------------------------------------------|
 KY3181| PID    Reference Object                     Distance      Geod. Az  |
 KY3181|                                                           dddmmss.s |
 KY3181| KY3155 MCGILL RM 3                         APPROX.17.8 KM 0994752.5 |
 KY3181| KY3173 SCHULTZ                              26.375 METERS 17331     |
 KY3181| KY3220 BRIDGEPORT ATT MICROWAVE            APPROX.14.2 KM 2455810.8 |
 KY3181|---------------------------------------------------------------------|
 KY3181
 KY3181                          SUPERSEDED SURVEY CONTROL
 KY3181
 KY3181  NAD 83(1986)-  40 06 50.97257(N)    080 36 22.19107(W) AD(       ) 1
 KY3181  NAD 27      -  40 06 50.72077(N)    080 36 22.93299(W) AD(       ) 1
 KY3181  NGVD 29 (07/19/86)  426.6    (m)         1400.     (f) VERT ANG       
 KY3181
 KY3181.Superseded values are not recommended for survey control.
 KY3181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3181.See file dsdata.txt to determine how the superseded data were derived.
 KY3181
 KY3181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE3356240502(NAD 83)
 KY3181_MARKER: DR = REFERENCE MARK DISK
 KY3181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3181+STABILITY: SURFACE MOTION
 KY3181
 KY3181  HISTORY     - Date     Condition        Report By
 KY3181  HISTORY     - 1969     MONUMENTED       CGS
 KY3181
 KY3181                          STATION DESCRIPTION
 KY3181
 KY3181'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WOK)
 KY3181'STATION IS LOCATED AT THE SITE OF TRIANGULATION STATION SCHULTZ
 KY3181'1933 AND THE DESCRIPTION OF HOW TO REACH SCHULTZ 1933 IS ALSO
 KY3181'ADEQUATE FOR RM 2.
 KY3181'
 KY3181'RM 2 IS A U.S. COAST AND GEODETIC REFERENCE MARK DISK, STAMPED
 KY3181'SCHULTZ NO 2 1933, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 KY3181'WHICH PROJECTS 2 INCHES.  MARK IS 26.5 FEET NORTH OF A 14-INCH
 KY3181'WILD CHERRY TREE.
 KY3181'
 KY3181'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SCHULTZ
 KY3181'USC AND GS 1933, DISTANCE BEING 26.378 METERS OR 86.54 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2011 ***********************************************************************
 JX2011  DESIGNATION -  SCHUMPBACH
 JX2011  PID         -  JX2011
 JX2011  STATE/COUNTY-  WV/WETZEL
 JX2011  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2011
 JX2011                         *CURRENT SURVEY CONTROL
 JX2011  ___________________________________________________________________
 JX2011* NAD 83(1995)-  39 38 57.63411(N)    080 49 05.35661(W)     ADJUSTED  
 JX2011* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 JX2011  ___________________________________________________________________
 JX2011  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 JX2011  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX2011
 JX2011  HORZ ORDER  -  SECOND
 JX2011
 JX2011.The horizontal coordinates were established by classical geodetic methods
 JX2011.and adjusted by the National Geodetic Survey in April 1998..
 JX2011
 JX2011.The orthometric height was scaled from a topographic map.
 JX2011
 JX2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2011
 JX2011.The geoid height was determined by GEOID03.
 JX2011
 JX2011;                    North         East     Units Scale Factor Converg.
 JX2011;SPC WV N     -   128,426.852   486,874.794   MT  0.99994082   -0 50 26.5
 JX2011;UTM  17      - 4,388,854.678   515,601.379   MT  0.99960300   +0 06 57.7
 JX2011
 JX2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2011!SPC WV N     -   0.99993626  x   0.99994082  =   0.99987708
 JX2011!UTM  17      -   0.99993626  x   0.99960300  =   0.99953928
 JX2011
 JX2011|---------------------------------------------------------------------|
 JX2011| PID    Reference Object                     Distance      Geod. Az  |
 JX2011|                                                           dddmmss.s |
 JX2011| CX5329 SCHUMPBACH RM 1                      16.720 METERS 03636     |
 JX2011| CX5328 SCHUMPBACH AZ MK                                   0493637.4 |
 JX2011| CX5330 SCHUMPBACH RM 2                      11.921 METERS 12302     |
 JX2011| JX2019 NEW MARTINSVILLE CABLE CO TWR       APPROX. 1.8 KM 3000331.3 |
 JX2011|---------------------------------------------------------------------|
 JX2011
 JX2011                          SUPERSEDED SURVEY CONTROL
 JX2011
 JX2011  NAD 83(1986)-  39 38 57.64077(N)    080 49 05.36432(W) AD(       ) 2
 JX2011  NAD 27      -  39 38 57.36160(N)    080 49 06.00260(W) AD(       ) 2
 JX2011
 JX2011.Superseded values are not recommended for survey control.
 JX2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2011.See file dsdata.txt to determine how the superseded data were derived.
 JX2011
 JX2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1560188855(NAD 83)
 JX2011_MARKER: DS = TRIANGULATION STATION DISK
 JX2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2011_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2011
 JX2011  HISTORY     - Date     Condition        Report By
 JX2011  HISTORY     - 1963     MONUMENTED       CGS
 JX2011
 JX2011                          STATION DESCRIPTION
 JX2011
 JX2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2011'ABOUT 4 MILES SOUTH OF PROCTOR, 2-1/2 MILES EAST NORTH-EAST OF NEW
 JX2011'MARTINSVILLE, ON A HIGH HILL
 JX2011'ON SCHUPBACH RIDGE, AND ON THE PROPERTY OF MR. TAYLOR A. SULTER.
 JX2011'IT IS 57 FEET SOUTHWEST OF A
 JX2011'WITNESS POST AND A POWER POLE AND ON THE HIGHEST POINT
 JX2011'AND THE CENTER OF A NORTHEAST-SOUTHWEST RIDGE.
 JX2011'THE MONUMENT IS FLUSH AND THE DISK IS
 JX2011'STAMPED SCHUMPBACH 1963.
 JX2011'
 JX2011'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 2 AND
 JX2011'NORTH STREET, AT THE EAST
 JX2011'EDGE OF NEW MARTINSVILLE, GO EAST ON NORTH STREET FOR 0.05 MILE TO A
 JX2011'CROSS STREET.  CONTINUE STRAIGHT
 JX2011'AHEAD ON DOOLIN RUN ROAD FOR 0.55 MILE TO A ROAD FORK.  TAKE
 JX2011'THE RIGHT FORK AND CONTINUE EASTERLY ON
 JX2011'DOOLIN RUN ROAD FOR 0.4 MILE TO A SIDE ROAD
 JX2011'LEFT, JUST AFTER CROSSING A SMALL CONCRETE BRIDGE.  TURN
 JX2011'LEFT ON SCHUPBACH RIDGE ROAD AND
 JX2011'GO NORTH FOR 0.15 MILE TO A SIDE ROAD LEFT.  CONTINUE UPHILL AND
 JX2011'NORTHERLY ON SCHUPBACH RIDGE
 JX2011'ROAD FOR 0.85 MILE TO THE END OF THE PAVEMENT.  CONTINUE
 JX2011'NORTHEASTERLY ON THE GRAVELED ROAD
 JX2011'FOR 1.05 MILES TO A T ROAD INTERSECTION.  TURN LEFT AND GO NORTHERLY
 JX2011'ON THE GRAVELED ROAD FOR 0.2 MILE TO
 JX2011'THE END OF TRUCK TRAVEL. PACK WESTERLY UP THE
 JX2011'HILL FOR ABOUT 500 FEET TO THE HIGHEST POINT OF THE
 JX2011'RIDGE AND THE STATION.
 JX2011'
 JX2011'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHERLY ON THE
 JX2011'GRAVELED ROAD FOR 1.1 MILES
 JX2011'TO A T ROAD INTERSECTION AND THE AZIMUTH MARK.
 JX2011'
 JX2011'REFERENCE MARK 1 IS 2 FEET SOUTHWEST OF THE POWER POLE AND THE
 JX2011'WITNESS POST.  THE
 JX2011'MONUMENT IS FLUSH AND THE DISK IS STAMPED SCHUMPBACH NO 1 1963.
 JX2011'
 JX2011'REFERENCE MARK 2 IS 67 FEET SOUTH OF THE POWER POLE AND THE WITNESS
 JX2011'POST.  THE MONUMENT IS
 JX2011'FLUSH AND THE DISK IS STAMPED SCHUMPBACH NO 2 1963.
 JX2011'
 JX2011'THE AZIMUTH MARK IS 37 FEET NORTH OF A POWER POLE, 13 FEET NORTHWEST
 JX2011'OF THE T ROAD
 JX2011'INTERSECTION AND 1 FOOT EAST OF A WITNESS POST.  THE DISK IS SET IN A
 JX2011'DRILL HOLE IN OUT-CROPPING BEDROCK
 JX2011'AND IS STAMPED SCHUMPBACH 1963.
 JX2011'
 JX2011'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3647 ***********************************************************************
 HW3647  DESIGNATION -  SCORPIO
 HW3647  PID         -  HW3647
 HW3647  STATE/COUNTY-  WV/POCAHONTAS
 HW3647  USGS QUAD   -  GREEN BANK (1995)
 HW3647
 HW3647                         *CURRENT SURVEY CONTROL
 HW3647  ___________________________________________________________________
 HW3647* NAD 83(1986)-  38 26 15.     (N)    079 50 14.     (W)     SCALED    
 HW3647* NAVD 88     -       817.542  (meters)    2682.22   (feet)  ADJUSTED  
 HW3647  ___________________________________________________________________
 HW3647  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HW3647  DYNAMIC HT  -         816.882 (meters)    2680.05  (feet)  COMP
 HW3647  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 HW3647
 HW3647  VERT ORDER  -  FIRST     CLASS II
 HW3647
 HW3647.The horizontal coordinates were scaled from a topographic map and have
 HW3647.an estimated accuracy of +/- 6 seconds.
 HW3647
 HW3647.The orthometric height was determined by differential leveling
 HW3647.and adjusted by the National Geodetic Survey in March 1994..
 HW3647
 HW3647.The geoid height was determined by GEOID03.
 HW3647
 HW3647.The dynamic height is computed by dividing the NAVD 88
 HW3647.geopotential number by the normal gravity value computed on the
 HW3647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3647.degrees latitude (g = 980.6199 gals.).
 HW3647
 HW3647.The modeled gravity was interpolated from observed gravity values.
 HW3647
 HW3647;                    North         East    Units  Estimated Accuracy
 HW3647;SPC WV S     -   160,180.      701,510.      MT  (+/- 180 meters Scaled)
 HW3647
 HW3647                          SUPERSEDED SURVEY CONTROL
 HW3647
 HW3647.No superseded survey control is available for this station.
 HW3647
 HW3647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC014549(NAD 83)
 HW3647_MARKER: DH = HORIZONTAL CONTROL DISK
 HW3647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3647_SP_SET: CONCRETE POST
 HW3647_STAMPING: SCORPIP 1982
 HW3647_MARK LOGO: NGS   
 HW3647_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3647+STABILITY: SURFACE MOTION
 HW3647
 HW3647  HISTORY     - Date     Condition        Report By
 HW3647  HISTORY     - 1982     MONUMENTED       NGS
 HW3647  HISTORY     - 19820813 GOOD             NGS
 HW3647
 HW3647                          STATION DESCRIPTION
 HW3647
 HW3647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HW3647'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH OF GREEN BANK, 1.0
 HW3647'KM (0.6 MI) SOUTH OF ARBOVALE, AT THE NATIONAL RADIO ASTRONOMY
 HW3647'OBSERVATORY, NEAR THE SOUTHWEST CORNER OF THE 140 FOOT RADIO DISH.
 HW3647'OWNERSHIP--NATIONAL RADIO ASTRONOMY OBSERVATORY, P.O. BOX 2, GREEN
 HW3647'BANK WV 24944.  RICHARD FLEMING, BUSINESS MANAGER, PHONE (304)
 HW3647'456-2231.  TO REACH THE STATION FROM THE POST OFFICE IN GREEN BANK,
 HW3647'GO NORTHWEST FOR 1.9 KM (1.2 MI) ON STATE HIGHWAYS 28 AND 92 TO THE
 HW3647'MAIN ENTRANCE TO THE OBSERVATORY ON THE LEFT.  TURN LEFT AND GO
 HW3647'NORTHWEST FOR 0.6 KM (0.35 MI) ON PROJECT ROAD TO AN ELECTRONIC CROSS
 HW3647'BAR GATE.  PASS THROUGH THE GATE AND CONTINUE AHEAD FOR 1.5 KM (0.9
 HW3647'MI) TO THE FRONT ENTRANCE TO THE 140 FOOT RADIO DISH.  ABOUT 0.24 KM
 HW3647'WEST-SOUTHWEST OF STATION 3, AND ABOUT 0.12 KM NORTHWEST OF STATION
 HW3647'TAURUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0128 ***********************************************************************
 JX0128  DESIGNATION -  SEARS
 JX0128  PID         -  JX0128
 JX0128  STATE/COUNTY-  WV/TAYLOR
 JX0128  USGS QUAD   -  ROSEMONT (1976)
 JX0128
 JX0128                         *CURRENT SURVEY CONTROL
 JX0128  ___________________________________________________________________
 JX0128* NAD 83(1986)-  39 15 57.     (N)    080 07 57.     (W)     SCALED    
 JX0128* NAVD 88     -       312.118  (meters)    1024.01   (feet)  ADJUSTED  
 JX0128  ___________________________________________________________________
 JX0128  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JX0128  DYNAMIC HT  -         311.922 (meters)    1023.36  (feet)  COMP
 JX0128  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JX0128
 JX0128  VERT ORDER  -  SECOND    CLASS 0
 JX0128
 JX0128.The horizontal coordinates were scaled from a topographic map and have
 JX0128.an estimated accuracy of +/- 6 seconds.
 JX0128
 JX0128.The orthometric height was determined by differential leveling
 JX0128.and adjusted by the National Geodetic Survey in June 1991..
 JX0128
 JX0128.The geoid height was determined by GEOID03.
 JX0128
 JX0128.The dynamic height is computed by dividing the NAVD 88
 JX0128.geopotential number by the normal gravity value computed on the
 JX0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0128.degrees latitude (g = 980.6199 gals.).
 JX0128
 JX0128.The modeled gravity was interpolated from observed gravity values.
 JX0128
 JX0128;                    North         East    Units  Estimated Accuracy
 JX0128;SPC WV N     -    85,210.      545,420.      MT  (+/- 180 meters Scaled)
 JX0128
 JX0128                          SUPERSEDED SURVEY CONTROL
 JX0128
 JX0128  NGVD 29 (??/??/92)  312.307  (m)         1024.63   (f) ADJ UNCH    2 0
 JX0128
 JX0128.Superseded values are not recommended for survey control.
 JX0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0128.See file dsdata.txt to determine how the superseded data were derived.
 JX0128
 JX0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND748466(NAD 83)
 JX0128_MARKER: DB = BENCH MARK DISK
 JX0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0128_SP_SET: BRIDGE
 JX0128_STAMPING: SEARS 1933
 JX0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0128
 JX0128  HISTORY     - Date     Condition        Report By
 JX0128  HISTORY     - 1933     MONUMENTED       CGS
 JX0128
 JX0128                          STATION DESCRIPTION
 JX0128
 JX0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0128'AT FLEMINGTON.
 JX0128'ALONG THE GRAFTON TO CLARKSBURG BRANCH OF THE B AND O RAILROAD
 JX0128'400 FEET WEST OF STATION AT FLEMINGTON, ON SOUTHEAST END OF
 JX0128'BRIDGE NO. 3 1/2, 100 FT. EAST OF MILEPOST B 290 AND ON TOP OF
 JX0128'WINGWALL, 4 FT. BELOW RAIL, 5 YARDS WEST OF CENTERLINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0129 ***********************************************************************
 JX0129  DESIGNATION -  SEARS RESET 1940
 JX0129  PID         -  JX0129
 JX0129  STATE/COUNTY-  WV/TAYLOR
 JX0129  USGS QUAD   -  ROSEMONT (1976)
 JX0129
 JX0129                         *CURRENT SURVEY CONTROL
 JX0129  ___________________________________________________________________
 JX0129* NAD 83(1986)-  39 15 57.     (N)    080 07 57.     (W)     SCALED    
 JX0129* NAVD 88     -       312.134  (meters)    1024.06   (feet)  ADJUSTED  
 JX0129  ___________________________________________________________________
 JX0129  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JX0129  DYNAMIC HT  -         311.938 (meters)    1023.42  (feet)  COMP
 JX0129  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JX0129
 JX0129  VERT ORDER  -  FIRST     CLASS II
 JX0129
 JX0129.The horizontal coordinates were scaled from a topographic map and have
 JX0129.an estimated accuracy of +/- 6 seconds.
 JX0129
 JX0129.The orthometric height was determined by differential leveling
 JX0129.and adjusted by the National Geodetic Survey in June 1991..
 JX0129
 JX0129.The geoid height was determined by GEOID03.
 JX0129
 JX0129.The dynamic height is computed by dividing the NAVD 88
 JX0129.geopotential number by the normal gravity value computed on the
 JX0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0129.degrees latitude (g = 980.6199 gals.).
 JX0129
 JX0129.The modeled gravity was interpolated from observed gravity values.
 JX0129
 JX0129;                    North         East    Units  Estimated Accuracy
 JX0129;SPC WV N     -    85,210.      545,420.      MT  (+/- 180 meters Scaled)
 JX0129
 JX0129                          SUPERSEDED SURVEY CONTROL
 JX0129
 JX0129  NGVD 29 (??/??/92)  312.320  (m)         1024.67   (f) ADJ UNCH    1 2
 JX0129
 JX0129.Superseded values are not recommended for survey control.
 JX0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0129.See file dsdata.txt to determine how the superseded data were derived.
 JX0129
 JX0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND748466(NAD 83)
 JX0129_MARKER: DB = BENCH MARK DISK
 JX0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0129_SP_SET: CULVERT
 JX0129_STAMPING: SEARS RESET 1940
 JX0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0129
 JX0129  HISTORY     - Date     Condition        Report By
 JX0129  HISTORY     - 1940     MONUMENTED       WVHD
 JX0129  HISTORY     - 1943     GOOD             NGS
 JX0129
 JX0129                          STATION DESCRIPTION
 JX0129
 JX0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0129'AT FLEMINGTON.
 JX0129'AT FLEMINGTON, TAYLOR COUNTY, 0.1 MILE WEST ALONG THE BALTIMORE
 JX0129'AND OHIO RAILROAD FROM THE STATION, AT A CONCRETE CULVERT, IN
 JX0129'THE TOP OF THE EAST END OF THE NORTH HEADWALL, 25 FEET NORTH
 JX0129'OF THE CENTERLINE OF THE NORTH TRACK, AND 8 FEET LOWER THAN THE
 JX0129'TRACK.  A STANDARD DISK, STAMPED SEARS RESET 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1474 ***********************************************************************
 HX1474  DESIGNATION -  SEAT
 HX1474  PID         -  HX1474
 HX1474  STATE/COUNTY-  WV/LEWIS
 HX1474  USGS QUAD   -  ORLANDO (1989)
 HX1474
 HX1474                         *CURRENT SURVEY CONTROL
 HX1474  ___________________________________________________________________
 HX1474* NAD 83(1986)-  38 52 15.     (N)    080 35 36.     (W)     SCALED    
 HX1474* NAVD 88     -       236.570  (meters)     776.15   (feet)  ADJUSTED  
 HX1474  ___________________________________________________________________
 HX1474  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HX1474  DYNAMIC HT  -         236.417 (meters)     775.64  (feet)  COMP
 HX1474  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 HX1474
 HX1474  VERT ORDER  -  SECOND    CLASS 0
 HX1474
 HX1474.The horizontal coordinates were scaled from a topographic map and have
 HX1474.an estimated accuracy of +/- 6 seconds.
 HX1474
 HX1474.The orthometric height was determined by differential leveling
 HX1474.and adjusted by the National Geodetic Survey in June 1991..
 HX1474
 HX1474.The geoid height was determined by GEOID03.
 HX1474
 HX1474.The dynamic height is computed by dividing the NAVD 88
 HX1474.geopotential number by the normal gravity value computed on the
 HX1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1474.degrees latitude (g = 980.6199 gals.).
 HX1474
 HX1474.The modeled gravity was interpolated from observed gravity values.
 HX1474
 HX1474;                    North         East    Units  Estimated Accuracy
 HX1474;SPC WV S     -   207,730.      635,290.      MT  (+/- 180 meters Scaled)
 HX1474
 HX1474                          SUPERSEDED SURVEY CONTROL
 HX1474
 HX1474  NGVD 29 (??/??/92)  236.748  (m)          776.73   (f) ADJ UNCH    2 0
 HX1474
 HX1474.Superseded values are not recommended for survey control.
 HX1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1474.See file dsdata.txt to determine how the superseded data were derived.
 HX1474
 HX1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND352025(NAD 83)
 HX1474_MARKER: DB = BENCH MARK DISK
 HX1474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1474_SP_SET: BRIDGE SEAT
 HX1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1474
 HX1474  HISTORY     - Date     Condition        Report By
 HX1474  HISTORY     - UNK      MONUMENTED       CGS
 HX1474  HISTORY     - 1934     GOOD             NGS
 HX1474  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1474
 HX1474                          STATION DESCRIPTION
 HX1474
 HX1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1474'AT ORLANDO.
 HX1474'AT ORLANDO, LEWIS COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 HX1474'5 RAILS NORTH OF A ROAD CROSSING, AT BRIDGE 118, ON THE TOP OF
 HX1474'THE EAST END OF THE SOUTH BRIDGE SEAT, 10 FEET WEST OF THE
 HX1474'CENTERLINE OF THE TRACK, AND 5 FEET LOWER THAN THE TRACK.  THE
 HX1474'TOP OF THE BRIDGE SEAT.
 HX1474
 HX1474                          STATION RECOVERY (1962)
 HX1474
 HX1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX1474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3470 ***********************************************************************
 HW3470  DESIGNATION -  SENECA
 HW3470  PID         -  HW3470
 HW3470  STATE/COUNTY-  WV/PENDLETON
 HW3470  USGS QUAD   -  UPPER TRACT (1995)
 HW3470
 HW3470                         *CURRENT SURVEY CONTROL
 HW3470  ___________________________________________________________________
 HW3470* NAD 83(1995)-  38 50 30.01462(N)    079 22 23.67702(W)     ADJUSTED  
 HW3470* NAVD 88     -       476.65   (+/-2cm)    1563.8    (feet)  VERTCON   
 HW3470  ___________________________________________________________________
 HW3470  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 HW3470  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HW3470
 HW3470  HORZ ORDER  -  THIRD
 HW3470  VERT ORDER  -  THIRD ? (See Below)
 HW3470
 HW3470.The horizontal coordinates were established by classical geodetic methods
 HW3470.and adjusted by the National Geodetic Survey in April 1998..
 HW3470
 HW3470.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3470.The vertical order pertains to the NGVD 29 superseded value.
 HW3470
 HW3470.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3470
 HW3470.The geoid height was determined by GEOID03.
 HW3470
 HW3470;                    North         East     Units Scale Factor Converg.
 HW3470;SPC WV S     -   205,651.360   741,225.110   MT  0.99999139   +1 00 20.4
 HW3470;SPC WV N     -    37,939.394   611,005.246   MT  1.00003370   +0 04 51.0
 HW3470;UTM  17      - 4,300,464.032   641,181.176   MT  0.99984544   +1 01 13.5
 HW3470
 HW3470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3470!SPC WV S     -   0.99993009  x   0.99999139  =   0.99992148
 HW3470!SPC WV N     -   0.99993009  x   1.00003370  =   0.99996379
 HW3470!UTM  17      -   0.99993009  x   0.99984544  =   0.99977554
 HW3470
 HW3470|---------------------------------------------------------------------|
 HW3470| PID    Reference Object                     Distance      Geod. Az  |
 HW3470|                                                           dddmmss.s |
 HW3470| DC4277 SENECA RM 1                          30.415 METERS 18423     |
 HW3470| DC4278 SENECA RM 2                          14.974 METERS 33153     |
 HW3470| DC4276 SENECA AZ MK                                       3344638.9 |
 HW3470|---------------------------------------------------------------------|
 HW3470
 HW3470                          SUPERSEDED SURVEY CONTROL
 HW3470
 HW3470  NAD 83(1995)-  38 50 30.01892(N)    079 22 23.68736(W) AD(       ) 3
 HW3470  NAD 83(1986)-  38 50 30.02072(N)    079 22 23.68813(W) AD(       ) 3
 HW3470  NAD 27      -  38 50 29.61960(N)    079 22 24.52290(W) AD(       ) 3
 HW3470  NGVD 29 (07/19/86)  476.78   (m)         1564.2    (f) LEVELING    3  
 HW3470
 HW3470.Superseded values are not recommended for survey control.
 HW3470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3470.See file dsdata.txt to determine how the superseded data were derived.
 HW3470
 HW3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD4118100464(NAD 83)
 HW3470_MARKER: DS = TRIANGULATION STATION DISK
 HW3470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3470
 HW3470  HISTORY     - Date     Condition        Report By
 HW3470  HISTORY     - 1956     MONUMENTED       CGS
 HW3470
 HW3470                          STATION DESCRIPTION
 HW3470
 HW3470'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3470'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF STATE HIGHWAYS 4 AND
 HW3470'28 AT THE NORTHWEST EDGE OF
 HW3470'THE SENECA ROCKS ELEMENTARY SCHOOL GROUNDS 0.3 MILE SOUTHEAST OF THE
 HW3470'BUILDINGS OF THE COMPRESSOR STATION
 HW3470'OF THE ATLANTIC SEABOARD CORPORATION, 0.6 MILE
 HW3470'NORTH OF MOUTH OF SENECA, AND ABOUT 18 MILES AIRLINE
 HW3470'SOUTHWEST OF PETERSBURG.
 HW3470'
 HW3470'TO REACH THE STATION FROM THE POST OFFICE IN MOUTH OF SENECA GO NORTH
 HW3470'ON STATE HIGHWAYS 4 AND 28
 HW3470'FOR 0.6 MILE TO A WITNESS POST AND THE STATION ON THE RIGHT.
 HW3470'
 HW3470'THE STATION MARK IS A STANDARD DISK STAMPED SENECA 1956 SET IN THE
 HW3470'TOP OF A 10-INCH SQUARE
 HW3470'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 27 FEET
 HW3470'NORTHEAST OF THE CENTERLINE OF
 HW3470'THE HIGHWAY, 6 FEET SOUTH OF A WITNESS POST, 3 FEET
 HW3470'SOUTHWEST OF A FENCE LINE, AND 9 FEET NORTHWEST
 HW3470'OF A TRIANGULAR BLAZED TELEPHONE POLE.
 HW3470'
 HW3470'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED SENECA NO 1 1956
 HW3470'SET IN THE TOP OF A 10-INCH
 HW3470'SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 HW3470'21 FEET SOUTHWEST OF THE CENTERLINE
 HW3470'OF THE HIGHWAY AND 2 FEET HIGHER THAN THE STATION.
 HW3470'
 HW3470'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED SENECA NO 2 1956
 HW3470'SET IN THE TOP OF A 10-INCH
 HW3470'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 HW3470'6 FEET SOUTHWEST OF A FENCE LINE,
 HW3470'24 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 HW3470'AND THE SAME ELEVATION AS THE STATION.
 HW3470'
 HW3470'THE AZIMUTH MARK IS LOCATED ON THE SOUTHWEST SIDE OF STATE HIGHWAYS 4
 HW3470'AND 28 AND IS A STANDARD DISK
 HW3470'STAMPED SENECA 1956 CEMENTED IN A DRILL HOLE IN THE CENTER OF THE
 HW3470'LOWEST STEP OF A SET OF CONCRETE
 HW3470'STEPS THAT LEAD UP BETWEEN TWO HOUSES.  IT IS 16 FEET
 HW3470'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 HW3470'
 HW3470'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON STATE
 HW3470'HIGHWAYS 4 AND 28 FOR 0.3 MILE
 HW3470'TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3680 ***********************************************************************
 HW3680  CBN         -  This is a Cooperative Base Network Control Station.
 HW3680  DESIGNATION -  SENECA
 HW3680  PID         -  HW3680
 HW3680  STATE/COUNTY-  WV/PENDLETON
 HW3680  USGS QUAD   -  UPPER TRACT (1995)
 HW3680
 HW3680                         *CURRENT SURVEY CONTROL
 HW3680  ___________________________________________________________________
 HW3680* NAD 83(1995)-  38 50 10.95892(N)    079 22 26.02727(W)     ADJUSTED  
 HW3680* NAVD 88     -       472.8    (meters)    1551.     (feet)  GPS OBS   
 HW3680  ___________________________________________________________________
 HW3680  X           -     917,400.977 (meters)                     COMP
 HW3680  Y           -  -4,889,766.970 (meters)                     COMP
 HW3680  Z           -   3,978,461.361 (meters)                     COMP
 HW3680  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 HW3680  ELLIP HEIGHT-         441.74  (meters)          (04/23/01) GPS OBS
 HW3680  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HW3680
 HW3680  HORZ ORDER  -  A
 HW3680  ELLP ORDER  -  FOURTH    CLASS I
 HW3680
 HW3680.The horizontal coordinates were established by GPS observations
 HW3680.and adjusted by the National Geodetic Survey in April 2001..
 HW3680
 HW3680.The orthometric height was determined by GPS observations and a
 HW3680.high-resolution geoid model.
 HW3680
 HW3680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3680
 HW3680.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3680
 HW3680.The ellipsoidal height was determined by GPS observations
 HW3680.and is referenced to NAD 83.
 HW3680
 HW3680.The geoid height was determined by GEOID03.
 HW3680
 HW3680;                    North         East     Units Scale Factor Converg.
 HW3680;SPC WV S     -   205,062.845   741,178.749   MT  0.99999033   +1 00 18.9
 HW3680;UTM  17      - 4,299,875.591   641,134.972   MT  0.99984528   +1 01 11.6
 HW3680
 HW3680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3680!SPC WV S     -   0.99993070  x   0.99999033  =   0.99992103
 HW3680!UTM  17      -   0.99993070  x   0.99984528  =   0.99977599
 HW3680
 HW3680                          SUPERSEDED SURVEY CONTROL
 HW3680
 HW3680  NAD 83(1995)-  38 50 10.96116(N)    079 22 26.03074(W) AD(       ) 1
 HW3680  ELLIP H (04/01/98)  441.71   (m)                       GP(       ) 4 1
 HW3680  NAD 83(1986)-  38 50 10.96928(N)    079 22 26.03914(W) AD(       ) 1
 HW3680
 HW3680.Superseded values are not recommended for survey control.
 HW3680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3680.See file dsdata.txt to determine how the superseded data were derived.
 HW3680
 HW3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC4113599876(NAD 83)
 HW3680_MARKER: DD = SURVEY DISK
 HW3680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3680_SP_SET: CONCRETE POST
 HW3680_STAMPING: SENECA GPS 1992
 HW3680_MARK LOGO: USFS  
 HW3680_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3680+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2000
 HW3680
 HW3680  HISTORY     - Date     Condition        Report By
 HW3680  HISTORY     - 1992     MONUMENTED       USFS
 HW3680  HISTORY     - 20000329 GOOD             WVALS
 HW3680
 HW3680                          STATION DESCRIPTION
 HW3680
 HW3680'DESCRIBED BY US FOREST SERVICE 1992
 HW3680'LOCATED AT THE SENECA ROCKS VISITOR CENTER IN THE COUNTY OF
 HW3680'PENDLETON IN THE STATE OF WEST VIRGINIA.
 HW3680'TO REACH - FROM THE INTERSECTION OF ROUTE 28 AND 55 AT SENECA ROCKS,
 HW3680'PROCEED NORTH ON ROUTE 28 FOR APPROXIMATELY .25 MI (0.40 KM) TO THE
 HW3680'ENTRANCE ROAD TO SENECA ROCKS VISITOR CENTER ON THE RIGHT.  TURN
 HW3680'RIGHT ON THE ENTRANCE ROAD AND TO STATION ON RIGHT.
 HW3680'THE STATION IS A BRASS DISC IN A 10 IN X 10 IN CONCRETE MONUMENT JUST
 HW3680'WEST OF THE ENTRANCE ROAD STAMPED SENECA GPS 1992.
 HW3680
 HW3680                          STATION RECOVERY (2000)
 HW3680
 HW3680'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (NCT)
 HW3680'RECOVERED AS DESCRIBED WITH THE ADDITION OF THE STATION IS 6.25 M
 HW3680'(20.5 FT) SOUTHWEST OF THE ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3454 ***********************************************************************
 HW3454  DESIGNATION -  SEYBERT
 HW3454  PID         -  HW3454
 HW3454  STATE/COUNTY-  WV/PENDLETON
 HW3454  USGS QUAD   -  FORT SEYBERT (1979)
 HW3454
 HW3454                         *CURRENT SURVEY CONTROL
 HW3454  ___________________________________________________________________
 HW3454* NAD 83(1995)-  38 41 42.42945(N)    079 11 16.25421(W)     ADJUSTED  
 HW3454* NAVD 88     -       440.35   (+/-2cm)    1444.7    (feet)  VERTCON   
 HW3454  ___________________________________________________________________
 HW3454  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 HW3454  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HW3454
 HW3454  HORZ ORDER  -  THIRD
 HW3454  VERT ORDER  -  THIRD ? (See Below)
 HW3454
 HW3454.The horizontal coordinates were established by classical geodetic methods
 HW3454.and adjusted by the National Geodetic Survey in April 1998..
 HW3454
 HW3454.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3454.The vertical order pertains to the NGVD 29 superseded value.
 HW3454
 HW3454.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3454
 HW3454.The geoid height was determined by GEOID03.
 HW3454
 HW3454;                    North         East     Units Scale Factor Converg.
 HW3454;SPC WV S     -   189,684.592   757,636.117   MT  0.99996532   +1 07 12.9
 HW3454;SPC VA N     - 2,114,381.238 3,440,162.895   MT  0.99994930   -0 25 45.5
 HW3454;SPC VA N     - 6,936,932.45 11,286,601.10   sFT  0.99994930   -0 25 45.5
 HW3454;UTM  17      - 4,284,502.882   657,594.366   MT  0.99990584   +1 07 59.3
 HW3454
 HW3454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3454!SPC WV S     -   0.99993585  x   0.99996532  =   0.99990118
 HW3454!SPC VA N     -   0.99993585  x   0.99994930  =   0.99988516
 HW3454!UTM  17      -   0.99993585  x   0.99990584  =   0.99984170
 HW3454
 HW3454|---------------------------------------------------------------------|
 HW3454| PID    Reference Object                     Distance      Geod. Az  |
 HW3454|                                                           dddmmss.s |
 HW3454| DC4281 SEYBERT RM 2                         14.120 METERS 02121     |
 HW3454| DC4280 SEYBERT RM 1                         25.015 METERS 11941     |
 HW3454| DC4279 SEYBERT AZ MK                                      1441402.3 |
 HW3454|---------------------------------------------------------------------|
 HW3454
 HW3454                          SUPERSEDED SURVEY CONTROL
 HW3454
 HW3454  NAD 83(1995)-  38 41 42.42992(N)    079 11 16.25461(W) AD(       ) 3
 HW3454  NAD 83(1986)-  38 41 42.43158(N)    079 11 16.25856(W) AD(       ) 3
 HW3454  NAD 27      -  38 41 42.02070(N)    079 11 17.12550(W) AD(       ) 3
 HW3454  NGVD 29 (07/19/86)  440.46   (m)         1445.1    (f) LEVELING    3  
 HW3454
 HW3454.Superseded values are not recommended for survey control.
 HW3454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3454.See file dsdata.txt to determine how the superseded data were derived.
 HW3454
 HW3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC5759484503(NAD 83)
 HW3454_MARKER: DS = TRIANGULATION STATION DISK
 HW3454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3454
 HW3454  HISTORY     - Date     Condition        Report By
 HW3454  HISTORY     - 1956     MONUMENTED       CGS
 HW3454
 HW3454                          STATION DESCRIPTION
 HW3454
 HW3454'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3454'THE STATION IS LOCATED, AIRLINE, ABOUT 8-1/2 MILES NORTHEAST OF
 HW3454'FRANKLIN, WEST VIRGINIA, 5
 HW3454'1/2 MILES NORTH NORTHEAST OF BRANDYWINE, WEST VIRGINIA, 4-1/2 MILES
 HW3454'WEST OF THE VIRGINIA-WEST
 HW3454'VIRGINIA STATE LINE AND IT IS 0.15 MILE EAST OF THE EAST BANK OF
 HW3454'THE SOUTH FORK OF THE SOUTH BRANCH OF THE POTOMAC RIVER.
 HW3454'
 HW3454'THE STATION MARK IS A STANDARD DISK STAMPED SEYBERT 1956 SET IN THE
 HW3454'TOP OF A 10 INCH SQUARE
 HW3454'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  THE MARK IS
 HW3454'174 FEET NORTH OF THE NORTHWEST
 HW3454'CORNER OF A FARMHOUSE, 29 FEET SOUTH OF THE CENTERLINE
 HW3454'OF A GRAVELED ROAD, 8 FEET NORTH NORTHWEST OF
 HW3454'A WHITE WITNESS POST AND 6 FEET SOUTHEAST OF A WOODEN GATE.
 HW3454'
 HW3454'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SEYBERT NO 1
 HW3454'1956 SET IN THE TOP OF A
 HW3454'10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 HW3454'THE MARK IS 34 FEET SOUTHWEST
 HW3454'OF THE CENTERLINE OF THE GRAVELED ROAD, 8 FEET SOUTHEAST
 HW3454'OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 0.5
 HW3454'FOOT WEST OF A NORTH-SOUTH FENCE LINE
 HW3454'AND IT IS AT THE STATION ELEVATION.
 HW3454'
 HW3454'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SEYBERT NO 2
 HW3454'1956 SET IN THE TOP OF A
 HW3454'10 INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES ABOVE THE GROUND.
 HW3454'THE MARK IS 19 FEET NORTHEAST
 HW3454'OF THE CENTERLINE OF THE GRAVELED ROAD, 0.5 FOOT SOUTH
 HW3454'OF AN EAST-WEST FENCE LINE AND IT IS AT THE STATION ELEVATION.
 HW3454'
 HW3454'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SEYBERT 1956 SET IN THE
 HW3454'TOP OF A 10 INCH SQUARE
 HW3454'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS
 HW3454'63 FEET EAST NORTHEAST OF A FENCE
 HW3454'CORNER, 24 FEET EAST OF THE CENTERLINE OF A GRAVELED
 HW3454'ROAD AND IT IS 4 FEET ABOVE THE LEVEL OF THE ROAD.
 HW3454'
 HW3454'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FRANKLIN GO NORTH
 HW3454'ON U.S. HIGHWAY 220 FOR 0.35
 HW3454'MILE TO THE JUNCTION OF U.S. HIGHWAY 33.  TURN RIGHT, EAST, ON U.S.
 HW3454'HIGHWAY 33 FOR 8.1 MILES TO A
 HW3454'SIDE ROAD LEFT IN OAK FLATS.  TURN LEFT AT SIGN FT.
 HW3454'SEYBERT AND GO NORTH FOR 1.2 MILES TO A FORK.
 HW3454'TAKE THE LEFT FORK AND CONTINUE NORTH
 HW3454'FOR 0.9 MILE TO THE VILLAGE OF FT. SEYBERT.  CONTINUE NORTHERLY
 HW3454'THROUGH THE VILLAGE FOR 1.0 MILE
 HW3454'TO A ROAD LEFT.  CONTINUE NORTH FOR ABOUT 50 YARDS THEN RIGHT, EAST,
 HW3454'CROSSING A BRIDGE OVER THE
 HW3454'SOUTH FORK OF THE SOUTH BRANCH OF THE POTOMAC RIVER FOR
 HW3454'0.2 MILE TO THE STATION ON THE RIGHT AS
 HW3454'DESCRIBED.  TO REACH THE AZIMUTH MARK FROM
 HW3454'THE STATION GO EAST ON THE GRAVELED ROAD FOR 0.3 MILE TO A
 HW3454'FORK.  TAKE THE RIGHT FORK,
 HW3454'SOUTH, CROSSING A CATTLE GUARD AND GO 0.4 MILE TO THE AZIMUTH MARK ON
 HW3454'THE LEFT AS DESCRIBED.
 HW3454'
 HW3454'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1752 ***********************************************************************
 JW1752  DESIGNATION -  SHA 252
 JW1752  PID         -  JW1752
 JW1752  STATE/COUNTY-  WV/PRESTON
 JW1752  USGS QUAD   -  FRIENDSVILLE (1993)
 JW1752
 JW1752                         *CURRENT SURVEY CONTROL
 JW1752  ___________________________________________________________________
 JW1752* NAD 83(1986)-  39 39 49.     (N)    079 28 45.     (W)     SCALED    
 JW1752* NAVD 88     -       696.508  (meters)    2285.13   (feet)  ADJUSTED  
 JW1752  ___________________________________________________________________
 JW1752  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 JW1752  DYNAMIC HT  -         696.061 (meters)    2283.66  (feet)  COMP
 JW1752  MODELED GRAV-     979,960.9   (mgal)                       NAVD 88
 JW1752
 JW1752  VERT ORDER  -  FIRST     CLASS II
 JW1752
 JW1752.The horizontal coordinates were scaled from a topographic map and have
 JW1752.an estimated accuracy of +/- 6 seconds.
 JW1752
 JW1752.The orthometric height was determined by differential leveling
 JW1752.and adjusted by the National Geodetic Survey in April 1995..
 JW1752
 JW1752.The geoid height was determined by GEOID03.
 JW1752
 JW1752.The dynamic height is computed by dividing the NAVD 88
 JW1752.geopotential number by the normal gravity value computed on the
 JW1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1752.degrees latitude (g = 980.6199 gals.).
 JW1752
 JW1752.The modeled gravity was interpolated from observed gravity values.
 JW1752
 JW1752;                    North         East    Units  Estimated Accuracy
 JW1752;SPC WV N     -   129,180.      601,790.      MT  (+/- 180 meters Scaled)
 JW1752
 JW1752                          SUPERSEDED SURVEY CONTROL
 JW1752
 JW1752.No superseded survey control is available for this station.
 JW1752
 JW1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD304915(NAD 83)
 JW1752_MARKER: DD = SURVEY DISK
 JW1752_SETTING: 66 = SET IN ROCK OUTCROP
 JW1752_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1752_STAMPING: SHA 252 1992
 JW1752_MARK LOGO: MDSHA 
 JW1752_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1752+STABILITY: POSITION/ELEVATION WELL
 JW1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1752+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 JW1752
 JW1752  HISTORY     - Date     Condition        Report By
 JW1752  HISTORY     - 1992     MONUMENTED       MDSHA
 JW1752  HISTORY     - 19930817 GOOD             NGS
 JW1752
 JW1752                          STATION DESCRIPTION
 JW1752
 JW1752'DESCRIBED BY MARYLAND DOT HIGHWAY ADMINISTRATION 1992
 JW1752'THE MARKER IS LOCATED ABOUT 3.9 MI (6.3 KM) WEST OF FRIENDSVILLE, 8.8
 JW1752'MI (14.2 KM) WEST-NORTHWEST OF ACCIDENT, AND 0.1 MI (0.2 KM) WEST OF
 JW1752'THE MARYLAND-WEST VIRGINIA STATE LINE.  IT IS LOCATED ON THE
 JW1752'INTERSTATE HIGHWAY 68 RIGHT-OF-WAY.  TO REACH FROM A POINT WHERE
 JW1752'INTERSTATE HIGHWAY 68 CROSSES THE MARYLAND-WEST VIRGINIA STATE LINE,
 JW1752'GO WEST ON INTERSTATE HIGHWAY 68 FOR 0.15 MI (0.24 KM) TO THE MARKER
 JW1752'ON THE RIGHT ALONG THE NORTH SIDE OF THE WESTBOUND LANE OF INTERSTATE
 JW1752'HIGHWAY 68.  THE POINT IS MARKED WITH A MARYLAND STATE HIGHWAY
 JW1752'ADMINISTRATION SURVEY DISK, CEMENTED IN A DRILL HOLE IN AN OUTCROP OF
 JW1752'BEDROCK.  IT IS 78.0 FT (23.8 M) NORTH OF THE CENTER OF THE WESTBOUND
 JW1752'LANE OF INTERSTATE HIGHWAY 68, 8.0 FT (2.4 M) NORTH OF A CARSONITE
 JW1752'WITNESS POST, 41.0 FT (12.5 M) NORTH OF THE CENTER OF A DRAINAGE
 JW1752'DITCH, AND 50.0 FT (15.2 M) SOUTH OF THE SOUTH FACE OF A HIGH ROCK
 JW1752'HIGHWAY CUT.  IT IS ABOUT 6.0 FT (1.8 M) HIGHER THAN THE SURFACE OF
 JW1752'INTERSTATE HIGHWAY 68.
 JW1752
 JW1752                          STATION RECOVERY (1993)
 JW1752
 JW1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JW1752'6.4 KM (3.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1752'JUNCTION OF STATE HIGHWAY 42 IN FRIENDSVILLE, MARYLAND (EXIT 4), NEAR
 JW1752'THE CENTER OF A 4 BY 5-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 JW1752'23.5 M (77.1 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE
 JW1752'HIGHWAY, 15.3 M (50.2 FT) SOUTH OF THE SOUTH FACE OF A ROCK WALL, 2.5
 JW1752'M (8.2 FT) NORTH OF A WITNESS POST, AND 0.8 M (2.6 FT) ABOVE THE
 JW1752'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1427 ***********************************************************************
 JW1427  DESIGNATION -  SHANGHAI
 JW1427  PID         -  JW1427
 JW1427  STATE/COUNTY-  WV/BERKELEY
 JW1427  USGS QUAD   -  GLENGARY (1986)
 JW1427
 JW1427                         *CURRENT SURVEY CONTROL
 JW1427  ___________________________________________________________________
 JW1427* NAD 83(1995)-  39 26 19.41282(N)    078 11 40.65113(W)     ADJUSTED  
 JW1427* NAVD 88     -       662.     (meters)    2172.     (feet)  SCALED    
 JW1427  ___________________________________________________________________
 JW1427  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 JW1427  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JW1427
 JW1427  HORZ ORDER  -  FIRST
 JW1427
 JW1427.The horizontal coordinates were established by classical geodetic methods
 JW1427.and adjusted by the National Geodetic Survey in April 1998..
 JW1427
 JW1427.The orthometric height was scaled from a topographic map.
 JW1427
 JW1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1427
 JW1427.The geoid height was determined by GEOID03.
 JW1427
 JW1427;                    North         East     Units Scale Factor Converg.
 JW1427;SPC WV N     -   105,030.713   712,368.246   MT  0.99994605   +0 49 57.1
 JW1427;SPC MD       -   197,384.861   297,159.164   MT  0.99999805   -0 44 59.2
 JW1427;SPC MD       -   647,586.83    974,929.69   sFT  0.99999805   -0 44 59.2
 JW1427;UTM  17      - 4,369,220.717   741,433.810   MT  1.00031774   +1 46 58.7
 JW1427
 JW1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1427!SPC WV N     -   0.99990149  x   0.99994605  =   0.99984754
 JW1427!SPC MD       -   0.99990149  x   0.99999805  =   0.99989954
 JW1427!UTM  17      -   0.99990149  x   1.00031774  =   1.00021920
 JW1427
 JW1427|---------------------------------------------------------------------|
 JW1427| PID    Reference Object                     Distance      Geod. Az  |
 JW1427|                                                           dddmmss.s |
 JW1427| CK7915 SHANGHAI RM 1                        14.251 METERS 03045     |
 JW1427| JW1416 BIRCH                               APPROX. 9.3 KM 1025230.6 |
 JW1427| CK7916 SHANGHAI RM 2                        21.244 METERS 29704     |
 JW1427|---------------------------------------------------------------------|
 JW1427
 JW1427                          SUPERSEDED SURVEY CONTROL
 JW1427
 JW1427  NAD 83(1995)-  39 26 19.41273(N)    078 11 40.65103(W) AD(       ) 1
 JW1427  NAD 83(1995)-  39 26 19.41332(N)    078 11 40.65396(W) AD(       ) 1
 JW1427  NAD 83(1986)-  39 26 19.41345(N)    078 11 40.65855(W) AD(       ) 1
 JW1427  NAD 27      -  39 26 19.06100(N)    078 11 41.64300(W) AD(       ) 1
 JW1427
 JW1427.Superseded values are not recommended for survey control.
 JW1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1427.See file dsdata.txt to determine how the superseded data were derived.
 JW1427
 JW1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4143469221(NAD 83)
 JW1427_MARKER: DS = TRIANGULATION STATION DISK
 JW1427_SETTING: 80 = SET IN A BOULDER
 JW1427_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1427
 JW1427  HISTORY     - Date     Condition        Report By
 JW1427  HISTORY     - 1935     MONUMENTED       CGS
 JW1427
 JW1427                          STATION DESCRIPTION
 JW1427
 JW1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JW1427'STATION IS
 JW1427'LOCATED ABOUT 5
 JW1427'MILES W FROM THE VILLAGE OF SHANGHAI ON A HIGH
 JW1427'WOODED RIDGE PEAK, ABOUT 1 MILE S
 JW1427'OF THE SUMMIT OF THE PASS AND
 JW1427'ABOUT 1/4 MILE E OF THE MAIN RIDGE OF SLEEPY CREEK
 JW1427'MOUNTAIN IN AN
 JW1427'AREA COVERED WITH LARGE BOULDERS.  IT IS 22.5 FEET N FROM A 10-
 JW1427'INCH
 JW1427'TRIANGULAR-BLAZED CHESTNUT TREE.
 JW1427'
 JW1427'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN
 JW1427'DRILL HOLES IN
 JW1427'BOULDERS.
 JW1427'
 JW1427'STATION MARK IS SET IN 8- BY 3-FOOT BOULDER FLUSH WITH THE
 JW1427'GROUND.
 JW1427'
 JW1427'REFERENCE MARK NO. 1 IS 46.76 FEET (14.251 METERS) N FROM
 JW1427'THE STATION IN AN
 JW1427'18-INCH SQUARE BOULDER FLUSH WITH THE GROUND.
 JW1427'
 JW1427'REFERENCE MARK NO. 2 IS 69.70 FEET (21.244 METERS) W FROM
 JW1427'THE STATION IN A
 JW1427'3- BY 2-FOOT BOULDER 1-FOOT ABOVE SURFACE.
 JW1427'
 JW1427'TO REACH GO TO THE VILLAGE OF SHANGHAI, BY WAY OF THE
 JW1427'BERKELEY-HAMPSHIRE
 JW1427'STAGE ROAD FROM MARTINSBURG.  FROM SHANGHAI, GO
 JW1427'W ON THE BERKELEY-HAMPSHIRE STAGE
 JW1427'ROAD FOR 4.6 MILES TO THE SUMMIT
 JW1427'OF THE GAP AND A 24-INCH TRIANGULAR-BLAZED PINE TREE
 JW1427'ON THE
 JW1427'LEFT OF THE ROAD.  TURN LEFT ON A DIM TRAIL 100 YARDS BEYOND THE
 JW1427'BLAZED PINE TREE
 JW1427'AND WALK 1 MILE TO THE STATION.
 JW1427'
 JW1427'A 37-FOOT TOWER WAS REQUIRED FOR 1935 OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3418 ***********************************************************************
 GX3418  DESIGNATION -  SHANNON
 GX3418  PID         -  GX3418
 GX3418  STATE/COUNTY-  WV/MCDOWELL
 GX3418  USGS QUAD   -  WELCH (1976)
 GX3418
 GX3418                         *CURRENT SURVEY CONTROL
 GX3418  ___________________________________________________________________
 GX3418* NAD 83(1995)-  37 28 26.81692(N)    081 35 16.81122(W)     ADJUSTED  
 GX3418* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 GX3418  ___________________________________________________________________
 GX3418  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 GX3418  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX3418
 GX3418  HORZ ORDER  -  SECOND
 GX3418
 GX3418.The horizontal coordinates were established by classical geodetic methods
 GX3418.and adjusted by the National Geodetic Survey in April 1998..
 GX3418
 GX3418.The orthometric height was scaled from a topographic map.
 GX3418
 GX3418.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3418
 GX3418.The geoid height was determined by GEOID03.
 GX3418
 GX3418;                    North         East     Units Scale Factor Converg.
 GX3418;SPC WV S     -    52,786.725   547,987.868   MT  1.00000196   -0 21 48.6
 GX3418;SPC KY1Z     - 1,134,815.009 1,868,005.425   MT  0.99992945   +2 33 19.1
 GX3418;SPC KY1Z     - 3,723,138.91  6,128,614.47   sFT  0.99992945   +2 33 19.1
 GX3418;SPC KY S     -   634,705.554   868,015.353   MT  0.99994837   +2 31 26.7
 GX3418;SPC KY S     - 2,082,363.14  2,847,813.70   sFT  0.99994837   +2 31 26.7
 GX3418;SPC VA S     - 1,131,065.451 3,226,910.874   MT  0.99994713   -1 52 27.1
 GX3418;SPC VA S     - 3,710,837.23 10,586,956.76   sFT  0.99994713   -1 52 27.1
 GX3418;UTM  17      - 4,147,632.004   448,008.186   MT  0.99963330   -0 21 27.9
 GX3418
 GX3418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3418!SPC WV S     -   0.99989947  x   1.00000196  =   0.99990143
 GX3418!SPC KY1Z     -   0.99989947  x   0.99992945  =   0.99982892
 GX3418!SPC KY S     -   0.99989947  x   0.99994837  =   0.99984784
 GX3418!SPC VA S     -   0.99989947  x   0.99994713  =   0.99984660
 GX3418!UTM  17      -   0.99989947  x   0.99963330  =   0.99953280
 GX3418
 GX3418|---------------------------------------------------------------------|
 GX3418| PID    Reference Object                     Distance      Geod. Az  |
 GX3418|                                                           dddmmss.s |
 GX3418| DC4289 SHANNON RM 1                          5.332 METERS 20242     |
 GX3418| DC4290 SHANNON RM 2 AZIMUTH                               2683256.7 |
 GX3418| DC4291 SHANNON RM 3                          9.890 METERS 28106     |
 GX3418|---------------------------------------------------------------------|
 GX3418
 GX3418                          SUPERSEDED SURVEY CONTROL
 GX3418
 GX3418  NAD 83(1995)-  37 28 26.81717(N)    081 35 16.81026(W) AD(       ) 2
 GX3418  NAD 83(1995)-  37 28 26.82645(N)    081 35 16.81519(W) AD(       ) 2
 GX3418  NAD 83(1995)-  37 28 26.82735(N)    081 35 16.81575(W) AD(       ) 2
 GX3418  NAD 83(1986)-  37 28 26.82644(N)    081 35 16.81713(W) AD(       ) 2
 GX3418  NAD 27      -  37 28 26.41900(N)    081 35 17.43700(W) AD(       ) 2
 GX3418
 GX3418.Superseded values are not recommended for survey control.
 GX3418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3418.See file dsdata.txt to determine how the superseded data were derived.
 GX3418
 GX3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB4800847632(NAD 83)
 GX3418_MARKER: DS = TRIANGULATION STATION DISK
 GX3418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3418
 GX3418  HISTORY     - Date     Condition        Report By
 GX3418  HISTORY     - 1933     MONUMENTED       CGS
 GX3418  HISTORY     - 1982     GOOD             LOCSUR
 GX3418
 GX3418                          STATION DESCRIPTION
 GX3418
 GX3418'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GX3418'THIS STATION IS ON THE SUMMIT OF A SMALL FLAT-TOP WOODED RIDGE, ABOUT
 GX3418'5 MILES N OF WELCH, W. VA., AND IS LOCATED NEAR NW EXTREMITY OF
 GX3418'SUMMIT, 16.5 FEET NW OF 30-INCH WHITE OAK AND 15.5 FEET SE OF 18-INCH
 GX3418'LOCUST.
 GX3418'
 GX3418'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 GX3418'SET IN CONCRETE.
 GX3418'
 GX3418'REFERENCE MARK NO. 1 IS SSW OF STATION, AND SLIGHTLY LOWER THAN
 GX3418'STATION, 21 FEET W OF 30-INCH WHITE OAK.
 GX3418'
 GX3418'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ABOUT 0.8 MILE DUE W OF
 GX3418'STATION ON WHAT IS LOCALLY KNOWN AS DAMERON RIDGE, 100 FEET E OF
 GX3418'TOP OF RIDGE AT W CORNER OF FIELD, AND 15 FEET W OF TWO 20-INCH
 GX3418'CHESTNUT TREES.
 GX3418'
 GX3418'REFERENCE MARK NO. 3 IS NNW OF STATION AT EXTREMITY OF RIDGE AND
 GX3418'SLIGHTLY LOWER THAN STATION, 9 FEET WSW OF 12-INCH HICKORY.
 GX3418'
 GX3418'TO REACH FROM WELCH POST OFFICE, TAKE STATE HIGHWAY 12 (N) 0.4 MILE
 GX3418'TO ITS INTERSECTION WITH U.S. HIGHWAY 52. KEEP STRAIGHT AHEAD
 GX3418'ON U.S. HIGHWAY 52 FOR 2.3 MILES OR 100 YARDS BEYOND THE SHANNON
 GX3418'BRANCH COAL COMPANY AFTER CROSSING SMALL CONCRETE BRIDGE, TURN SHARP
 GX3418'RIGHT ON CINDER ROAD AND FOLLOW UP W BANK OF LOWER SHANNON CREEK 1.0
 GX3418'MILE TO HOME OF GEORGE PHILLIPS, WHICH IS THE END OF TRUCK TRAVEL.
 GX3418'TAKE TRAIL RIGHT (NE) AROUND HILL AND FOLLOW ABOUT 1 MILE TO GAP,
 GX3418'TURN LEFT AND FOLLOW RIDGE TO STATION ABOUT 1/4 MILE.
 GX3418
 GX3418                          STATION RECOVERY (1982)
 GX3418
 GX3418'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (WQ)
 GX3418'SHANNON 1933 RECOVERED IN GOOD CONDITION. RM NO. 3 RECOVERED IN GOOD
 GX3418'CONDITION.  RM NO. 1 RECOVERED IN GOOD CONDITION.  RM NO. 2 (AZ) HAS
 GX3418'BEEN DESTORYED NGS INDIAN VISIBLE AND CAN BE USED AS AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1428 ***********************************************************************
 JW1428  DESIGNATION -  SHARKEY
 JW1428  PID         -  JW1428
 JW1428  STATE/COUNTY-  WV/BERKELEY
 JW1428  USGS QUAD   -  GLENGARY (1986)
 JW1428
 JW1428                         *CURRENT SURVEY CONTROL
 JW1428  ___________________________________________________________________
 JW1428* NAD 83(1995)-  39 23 27.62355(N)    078 13 43.24608(W)     ADJUSTED  
 JW1428* NAVD 88     -       568.7    (meters)    1866.     (feet)  VERTCON   
 JW1428  ___________________________________________________________________
 JW1428  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 JW1428  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JW1428
 JW1428  HORZ ORDER  -  FIRST
 JW1428
 JW1428.The horizontal coordinates were established by classical geodetic methods
 JW1428.and adjusted by the National Geodetic Survey in April 1998..
 JW1428
 JW1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1428
 JW1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1428
 JW1428.The geoid height was determined by GEOID03.
 JW1428
 JW1428;                    North         East     Units Scale Factor Converg.
 JW1428;SPC WV N     -    99,691.530   709,511.988   MT  0.99994911   +0 48 38.9
 JW1428;UTM  17      - 4,363,832.981   738,665.427   MT  1.00030138   +1 45 34.3
 JW1428
 JW1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1428!SPC WV N     -   0.99991609  x   0.99994911  =   0.99986520
 JW1428!UTM  17      -   0.99991609  x   1.00030138  =   1.00021744
 JW1428
 JW1428|---------------------------------------------------------------------|
 JW1428| PID    Reference Object                     Distance      Geod. Az  |
 JW1428|                                                           dddmmss.s |
 JW1428| CK7919 SHARKEY RM 1                         10.165 METERS 05631     |
 JW1428| JW1431 ROUND RESET                         APPROX.20.9 KM 1805411.4 |
 JW1428| CK7920 SHARKEY RM 2                         10.310 METERS 22407     |
 JW1428| JW1396 PITTSBURGH WASHINGTON AWY BN 8      APPROX.17.1 KM 3344831.0 |
 JW1428|---------------------------------------------------------------------|
 JW1428
 JW1428                          SUPERSEDED SURVEY CONTROL
 JW1428
 JW1428  NAD 83(1995)-  39 23 27.62347(N)    078 13 43.24591(W) AD(       ) 1
 JW1428  NAD 83(1995)-  39 23 27.62418(N)    078 13 43.24931(W) AD(       ) 1
 JW1428  NAD 83(1986)-  39 23 27.62429(N)    078 13 43.25374(W) AD(       ) 1
 JW1428  NAD 27      -  39 23 27.27000(N)    078 13 44.23700(W) AD(       ) 1
 JW1428  NGVD 29 (07/19/86)  568.9    (m)         1866.     (f) VERT ANG       
 JW1428
 JW1428.Superseded values are not recommended for survey control.
 JW1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1428.See file dsdata.txt to determine how the superseded data were derived.
 JW1428
 JW1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD3866563833(NAD 83)
 JW1428_MARKER: DS = TRIANGULATION STATION DISK
 JW1428_SETTING: 80 = SET IN A BOULDER
 JW1428_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1428
 JW1428  HISTORY     - Date     Condition        Report By
 JW1428  HISTORY     - 1927     MONUMENTED       CGS
 JW1428  HISTORY     - 1935     GOOD             CGS
 JW1428  HISTORY     - 1935     GOOD             CGS
 JW1428  HISTORY     - 1941     GOOD             CGS
 JW1428  HISTORY     - 1947     GOOD             USGS
 JW1428
 JW1428                          STATION DESCRIPTION
 JW1428
 JW1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 JW1428'STATION
 JW1428'IS ABOUT 15 MILES
 JW1428'SW OF MARTINSBURG AND 1 MILE E OF SHOCKEYSVILLE
 JW1428'POST OFFICE ON A PROMINENT SUMMIT,
 JW1428'THE SOUTHERN EXTREMITY OF THE
 JW1428'SLEEPY CREEK MOUNTAINS AND JUST N OF THE STATE LINE.
 JW1428'
 JW1428'ALL MARKS ARE STANDARD DISKS SET IN SOLID ROCK.
 JW1428
 JW1428                          STATION RECOVERY (1935)
 JW1428
 JW1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JW1428'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 JW1428'
 JW1428'THE STATION MARK IS A STANDARD DISK ON A LARGE FLAT ROCK ABOUT
 JW1428'4 FEET ABOVE THE
 JW1428'SURFACE, SLOPED TO NORTHWARD AND SURROUNDED BY LARGE
 JW1428'OUTCROP OF ROCK.
 JW1428'
 JW1428'REFERENCE MARK NO. 1 IS A STANDARD DISK IN OUTCROP ROCK ABOUT
 JW1428'8 INCHES ABOVE THE SURFACE.
 JW1428'
 JW1428'REFERENCE MARK NO. 2 IS A STANDARD DISK IN A LARGE OUTCROP ROCK
 JW1428'5 FEET ABOVE THE SURFACE.
 JW1428'
 JW1428'THE LAND BELONGS TO SOME LAND OR TIMBER COMPANY, OWNER UNKNOWN.
 JW1428
 JW1428                          STATION RECOVERY (1935)
 JW1428
 JW1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 JW1428'STATION RECOVERED IN GOOD CONDITION AND THE DESCRIPTION WAS
 JW1428'FOUND TO BE
 JW1428'CORRECT EXCEPT FOR THE FOLLOWING CORRECTIONS-
 JW1428'
 JW1428'THE STATION IS LOCATED ON THE S END OF SLEEPY CREEK MOUNTAIN.
 JW1428'MARK IS SET 4 FEET
 JW1428'BELOW THE TOP, ON THE E SIDE OF A ROCK RIDGE,
 JW1428'AND IS ON THE W SIDE OF A 10-FOOT PIT.
 JW1428'
 JW1428'A TOWER COULD NOT BE ERECTED OVER THE STATION, SO REFERENCE
 JW1428'MARK NO. 1 WAS USED.
 JW1428'
 JW1428'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A LARGE FLAT
 JW1428'ROCK.  IT IS
 JW1428'10.170 METERS NE OF STATION.
 JW1428'
 JW1428'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 JW1428'LARGE BOULDER.  IT
 JW1428'IS 10.313 METERS SSW OF STATION.
 JW1428'
 JW1428'ALL OBSERVATIONS WERE TAKEN FROM REFERENCE MARK NO. 1, ALSO
 JW1428'ALL DISTANCES
 JW1428'APPEARING BELOW WERE MEASURED FROM REFERENCE MARK NO. 1.
 JW1428'
 JW1428'ALL DISTANCES WERE FOUND TO BE IN ERROR AS MEASURED BY WILLIAM
 JW1428'MUSSETTER.  THE
 JW1428'DISTANCES MEASURED AT THIS TIME WERE CHECKED.
 JW1428
 JW1428                          STATION RECOVERY (1941)
 JW1428
 JW1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1428'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 JW1428'AS DESCRIBED BY
 JW1428'W.M. IN 1927 EXCEPT THAT THE DISTANCES TO
 JW1428'THE REFERENCE MARKS WERE FOUND TO
 JW1428'BE TOO LONG BY 0.655 AND 0.1
 JW1428'METER FOR REFERENCE MARK NO. 1 AND REFERENCE MARK
 JW1428'NO. 2 RESPECTIVELY.
 JW1428'A COMPLETE DESCRIPTION FOLLOWS-
 JW1428'
 JW1428'THE STATION IS ABOUT 8-1/2 MILES NNW OF THE VILLAGE OF WHITE
 JW1428'HALL, VIRGINIA,
 JW1428'AND ABOUT A MILE E OF THE CHURCH AND CEMETERY
 JW1428'NEAR THE ABANDONED POST OFFICE IN
 JW1428'SHOCKEYSVILLE.  IT IS ON THE
 JW1428'SOUTHERN EXTREMITY OF THE SLEEPY CREEK MOUNTAINS
 JW1428'RIDGE TOP, AND
 JW1428'IN THE LARGE ROCK ON THE EASTERN EDGE OF THE PILE OF ROCKS ON THE
 JW1428'HIGHEST POINT IN
 JW1428'THE VICINITY.
 JW1428'
 JW1428'STATION MARK IS A STANDARD BRONZE DISK, STAMPED SHARKEY 1927,
 JW1428'WEDGED IN A DRILL
 JW1428'HOLE IN A BOULDER.
 JW1428'
 JW1428'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED SHARKEY R.M. 1
 JW1428'1927, WEDGED IN A
 JW1428'DRILL HOLE IN A BOULDER.
 JW1428'
 JW1428'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK, STAMPED
 JW1428'SHARKEY R.M. 2
 JW1428'1927, WEDGED IN A DRILL HOLE IN A BOULDER.
 JW1428'
 JW1428'TO REACH STATION FROM THE CROSSROADS IN THE VILLAGE OF WHITE
 JW1428'HALL, VIRGINIA, GO
 JW1428'NORTHWESTERLY AND NORTHERLY ON THE SHOCKEYSVILLE
 JW1428'ROAD 10.5 MILES TO THE CHURCH AND
 JW1428'GRAVEYARD IN THE SETTLEMENT OF
 JW1428'SHOCKEYSVILLE.  THE CEMETERY AT THIS CHURCH IS ON
 JW1428'THE NORTHEASTERLY
 JW1428'SIDE OF THE CHURCH BUILDING, CONTINUE STRAIGHT AHEAD NORTHEASTERLY
 JW1428'AND EASTERLY 0.2
 JW1428'MILE TO AN OLD BUILDING SITE AND TAKE LEFT FORK
 JW1428'ONTO WOODS ROAD, THENCE 0.7 MILE TO
 JW1428'A CROSSROADS AT AN OLD SAWMILL
 JW1428'SITE AND CONTINUE STRAIGHT AHEAD, THENCE 0.2 MILE TO
 JW1428'ANOTHER OLD
 JW1428'SAWMILL SITE AT A LEFT TURN AND THE END OF TRUCK TRAVEL.  THENCE
 JW1428'UP STEEP ROAD TO
 JW1428'TOP OF RIDGE AND THEN SOUTHERLY ALONG THE RIDGE
 JW1428'TOP TO THE STATION.  THE CLIMB
 JW1428'AFOOT REQUIRED 30 MINUTES.
 JW1428'
 JW1428'A 4-FOOT STAND WITH CLEARING OF LIGHT TIMBER FOR FROM 100
 JW1428'TO 300 YARDS
 JW1428'CLEARS ALL LINES OBSERVED.  THIS WOULD NOT CLEAR
 JW1428'LINES TO THE N.  AT LEAST 37
 JW1428'FEET OR 50 FEET WOULD BE REQUIRED
 JW1428'TO CLEAR LOCAL OBSTRUCTIONS IN THIS DIRECTION.
 JW1428'
 JW1428'THE FOLLOWING DISTANCES AND DIRECTIONS WERE MEASURED.  THE
 JW1428'ANGLE BETWEEN THE
 JW1428'REFERENCE MARKS GIVEN BELOW IS 30 SECONDS LESS THAN
 JW1428'THE SAME OLD ANGLE.
 JW1428
 JW1428                          STATION RECOVERY (1947)
 JW1428
 JW1428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 JW1428'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN 1935.
 JW1428'
 JW1428'SHOCKEYSVILLE P.O. NO LONGER EXISTS, BUT THE LARGE FRAME HOUSE IT WAS
 JW1428'IN IS STILL
 JW1428'STANDING AND OCCUPIED.  THE CHURCH IS STILL THERE.
 JW1428'
 JW1428'THE STATION IS ABOUT 200 FEET E OF THE CLIFFS ON W SIDE OF THE
 JW1428'MOUNTAIN IN A WOODED
 JW1428'AREA WITH LARGE, BROKEN BOULDERS.  A LONE PINE TREE AT EDGE OF
 JW1428'CLIFFS WAS USED AS AN
 JW1428'ECCENTRIC SIGNAL TREE IN 1947 AND THE STATION IS
 JW1428'210 FEET S 54 DEG 14 MIN E (TRUE FROM HERE.)
 JW1428'
 JW1428'TO REACH FROM SHOCKEYSVILLE (CHURCH) GO EASTWARD NEARLY 0.15 MILE TO
 JW1428'THE DIM TRAIL LEFT
 JW1428'AT OLD FOUNDATION.  FOLLOW THIS TRAIL 0.7 MILE TO END
 JW1428'OF TRUCK TRAVEL AT CROSS ROADS.
 JW1428'CONTINUE ON DIM TRAIL TOWARDS THE MOUNTAIN.
 JW1428'PINE TREE AT SHARP LEFT TURN IS NOW GONE, BUT
 JW1428'CONTINUE THRU BRUSH TO TOP
 JW1428'OF MOUNTAIN AND GO SOUTHWARD TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0701 ***********************************************************************
 HX0701  DESIGNATION -  SHARP
 HX0701  PID         -  HX0701
 HX0701  STATE/COUNTY-  WV/POCAHONTAS
 HX0701  USGS QUAD   -  SHARP KNOB (1995)
 HX0701
 HX0701                         *CURRENT SURVEY CONTROL
 HX0701  ___________________________________________________________________
 HX0701* NAD 83(1995)-  38 25 36.87435(N)    080 09 52.70952(W)     ADJUSTED  
 HX0701* NAVD 88     -      1381.372  (meters)    4532.05   (feet)  ADJUSTED  
 HX0701  ___________________________________________________________________
 HX0701  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 HX0701  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0701  DYNAMIC HT  -        1380.287 (meters)    4528.49  (feet)  COMP
 HX0701  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 HX0701
 HX0701  HORZ ORDER  -  SECOND
 HX0701  VERT ORDER  -  SECOND    CLASS 0
 HX0701
 HX0701.The horizontal coordinates were established by classical geodetic methods
 HX0701.and adjusted by the National Geodetic Survey in April 1998..
 HX0701
 HX0701.The orthometric height was determined by differential leveling
 HX0701.and adjusted by the National Geodetic Survey in June 1991..
 HX0701
 HX0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX0701
 HX0701.The geoid height was determined by GEOID03.
 HX0701
 HX0701.The dynamic height is computed by dividing the NAVD 88
 HX0701.geopotential number by the normal gravity value computed on the
 HX0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0701.degrees latitude (g = 980.6199 gals.).
 HX0701
 HX0701.The modeled gravity was interpolated from observed gravity values.
 HX0701
 HX0701;                    North         East     Units Scale Factor Converg.
 HX0701;SPC WV S     -   158,700.526   672,938.451   MT  0.99993460   +0 30 59.1
 HX0701;UTM  17      - 4,253,513.624   572,915.625   MT  0.99966547   +0 31 09.2
 HX0701
 HX0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX0701!SPC WV S     -   0.99978808  x   0.99993460  =   0.99972269
 HX0701!UTM  17      -   0.99978808  x   0.99966547  =   0.99945362
 HX0701
 HX0701|---------------------------------------------------------------------|
 HX0701| PID    Reference Object                     Distance      Geod. Az  |
 HX0701|                                                           dddmmss.s |
 HX0701| HX0700 SHARP RM 2                           13.340 METERS 16019     |
 HX0701| HX0703 SHARP AZ MK                                        1812405.8 |
 HX0701|---------------------------------------------------------------------|
 HX0701
 HX0701                          SUPERSEDED SURVEY CONTROL
 HX0701
 HX0701  NAD 83(1986)-  38 25 36.87956(N)    080 09 52.72253(W) AD(       ) 2
 HX0701  NAD 27      -  38 25 36.47280(N)    080 09 53.46880(W) AD(       ) 2
 HX0701  NGVD 29 (??/??/92) 1381.505  (m)         4532.49   (f) ADJ UNCH    2 0
 HX0701
 HX0701.Superseded values are not recommended for survey control.
 HX0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0701.See file dsdata.txt to determine how the superseded data were derived.
 HX0701
 HX0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7291653514(NAD 83)
 HX0701_MARKER: DS = TRIANGULATION STATION DISK
 HX0701_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX0701_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX0701_STAMPING: SHARP 1961
 HX0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0701
 HX0701  HISTORY     - Date     Condition        Report By
 HX0701  HISTORY     - 1961     MONUMENTED       CGS
 HX0701  HISTORY     - 1962     GOOD             NGS
 HX0701
 HX0701                          STATION DESCRIPTION
 HX0701
 HX0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX0701'STATION IS LOCATED ON THE SUMMIT OF SHARP KNOB AND AT THE SITE OF THE
 HX0701'SHARP KNOB LOOKOUT
 HX0701'TOWER ABOUT 15.0 MILES NORTH-NORTHWEST OF MARLINGTON
 HX0701'AND ABOUT 2.0 MILES NORTHWEST OF THE
 HX0701'VILLAGE OF SALTY FORK.  STATION, A
 HX0701'STANDARD DISK SET IN CONCRETE IN THE TOP OF A 4 INCH
 HX0701'ORANGEBURG PIPE AND
 HX0701'STAMPED SHARP 1961 IS 64-1/2 FEET WEST OF THE NORTHWEST LEG OF
 HX0701'LOOKOUT TOWER, 63-1/2 FEET
 HX0701'WEST-NORTHWEST OF THE SOUTHWEST LEG OF LOOKOUT TOWER AND 3 FEET
 HX0701'NORTHEAST OF A STEEL WITNESS
 HX0701'POST WITH METAL SIGN.  THE MARK PROJECTS 6 INCHES.
 HX0701'
 HX0701'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 219 AND STATE HIGHWAY
 HX0701'NO. 39 IN
 HX0701'MARLINGTON, GO NORTHERLY ON U.S. HIGHWAY NO. 219 FOR 14.4 MILES
 HX0701'TO A SIDE ROAD LEFT AT SIGN
 HX0701'SHARP KNOB LOOKOUT TOWER 7.  TURN LEFT AND
 HX0701'GO WESTERLY ON GRADED ROAD FOR 4.7 MILES TO
 HX0701'FORK.  TAKE RIGHT FORK AND GO
 HX0701'NORTHWESTERLY ON GRADED ROAD FOR 0.75 MILE TO SIDE ROAD RIGHT
 HX0701'AT SIGN SHARP KNOB
 HX0701'LOOKOUT TOWER 1 1/2.  TURN RIGHT AND GO NORTHERLY ON GRADED ROAD
 HX0701'FOR 0.15 MILE TO AZIMUTH MARK
 HX0701'ON RIGHT AS DESCRIBED.  CONTINUE NORTHERLY
 HX0701'ON GRADED ROAD FOR 0.55 MILE TO SIDE ROAD LEFT
 HX0701'AT SIGN SHARP KNOB LOOKOUT
 HX0701'TOWER 1/2.  TURN LEFT AND FOLLOW GRADED ROAD NORTHWESTERLY FOR
 HX0701'0.6 MILE TO LOOKOUT
 HX0701'TOWER AND STATION AS DESCRIBED.
 HX0701'
 HX0701'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILLHOLE IN A
 HX0701'LARGE BOULDER AND
 HX0701'STAMPED SHARP NO 2 1961 IS 59 FEET SOUTHWEST OF THE
 HX0701'SOUTHWEST LEG OF LOOKOUT TOWER AND
 HX0701'38 FEET SOUTHWEST OF A UTILITY POLE.
 HX0701'
 HX0701'GAULEY AZIMUTH MARK (R.M. NO. 1) A STANDARD AZIMUTH DISK CEMENTED IN
 HX0701'A DRILLHOLE IN A
 HX0701'LARGE BOULDER AND STAMPED GAULEY 1941 IS 9 FEET NORTHWEST
 HX0701'OF THE SOUTHWEST LEG OF LOOKOUT
 HX0701'TOWER AND 12-1/2 FEET SOUTHWEST OF THE NORTHWEST
 HX0701'LEG OF LOOKOUT TOWER.
 HX0701'
 HX0701'AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILLHOLE IN OUTCROPPING
 HX0701'ROCK AND STAMPED
 HX0701'SHARP 1961 IS 21 FEET EAST OF THE APPROXIMATE CENTERLINE
 HX0701'OF ROAD, 12-1/2 FEET WEST OF A WILD
 HX0701'CHERRY TREE AND 4 FEET NORTHWEST OF A
 HX0701'STEEL WITNESS POST WITH METAL SIGN.
 HX0701'
 HX0701'HEIGHT OF LIGHT ABOVE STATION MARK - 18.25 METERS.
 HX0701
 HX0701                          STATION RECOVERY (1962)
 HX0701
 HX0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX0701'7 MI W FROM SLATY FORK.
 HX0701'4.6 MILES NORTHWEST ALONG ABANDONED RAILWAY BED (TRAIL) FROM
 HX0701'THE POST OFFICE AT SLATY FORK, THENCE ABOUT 1.8 MILES SOUTHWEST
 HX0701'ALONG U.S. FORESTRY ROAD 24, THENCE ABOUT 0.55 MILES NORTHWEST
 HX0701'ALONG U.S. FORESTRY ROAD 24-A UP TO SHARPS KNOB LOOKOUT TOWER,
 HX0701'63 1/2 FEET WEST OF THE SOUTHWEST STEEL LEG OF THE TOWER, 85 FEET
 HX0701'NORTHWEST OF THE WEST CORNER OF A SMALL 7-BY 7-FOOT STEEL
 HX0701'BUILDING WITH A SMALL RADIO ANTENNA FASTEN TO THE SOUTH CORNER,
 HX0701'41 FEET WEST OF A TELEPHONE POLE, TRIANGULATION DISK IS PLACED
 HX0701'IN THE TOP OF A 3-INCH ORANGEBURG CONCRETE FILLED PIPE,
 HX0701'PROJECTING 5 INCHES, AND 3 FEET NORTHEAST OF A STEEL WITNESS
 HX0701'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0703 ***********************************************************************
 HX0703  DESIGNATION -  SHARP AZ MK
 HX0703  PID         -  HX0703
 HX0703  STATE/COUNTY-  WV/POCAHONTAS
 HX0703  USGS QUAD   -  SHARP KNOB (1995)
 HX0703
 HX0703                         *CURRENT SURVEY CONTROL
 HX0703  ___________________________________________________________________
 HX0703* NAD 83(1986)-  38 25 01.     (N)    080 09 54.     (W)     SCALED    
 HX0703* NAVD 88     -      1263.700  (meters)    4145.99   (feet)  ADJUSTED  
 HX0703  ___________________________________________________________________
 HX0703  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HX0703  DYNAMIC HT  -        1262.698 (meters)    4142.70  (feet)  COMP
 HX0703  MODELED GRAV-     979,789.0   (mgal)                       NAVD 88
 HX0703
 HX0703  VERT ORDER  -  SECOND    CLASS 0
 HX0703
 HX0703.The horizontal coordinates were scaled from a topographic map and have
 HX0703.an estimated accuracy of +/- 6 seconds.
 HX0703
 HX0703.The orthometric height was determined by differential leveling
 HX0703.and adjusted by the National Geodetic Survey in June 1991..
 HX0703
 HX0703.The geoid height was determined by GEOID03.
 HX0703
 HX0703.The dynamic height is computed by dividing the NAVD 88
 HX0703.geopotential number by the normal gravity value computed on the
 HX0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0703.degrees latitude (g = 980.6199 gals.).
 HX0703
 HX0703.The modeled gravity was interpolated from observed gravity values.
 HX0703
 HX0703;                    North         East    Units  Estimated Accuracy
 HX0703;SPC WV S     -   157,590.      672,920.      MT  (+/- 180 meters Scaled)
 HX0703
 HX0703                          SUPERSEDED SURVEY CONTROL
 HX0703
 HX0703  NGVD 29 (??/??/92) 1263.821  (m)         4146.39   (f) ADJ UNCH    2 0
 HX0703
 HX0703.Superseded values are not recommended for survey control.
 HX0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0703.See file dsdata.txt to determine how the superseded data were derived.
 HX0703
 HX0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC728524(NAD 83)
 HX0703_MARKER: DZ = AZIMUTH MARK DISK
 HX0703_SETTING: 80 = SET IN A BOULDER
 HX0703_SP_SET: BOULDER
 HX0703_STAMPING: SHARP AZI 1961
 HX0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0703+STABILITY: SURFACE MOTION
 HX0703
 HX0703  HISTORY     - Date     Condition        Report By
 HX0703  HISTORY     - 1961     MONUMENTED       CGS
 HX0703  HISTORY     - 1962     GOOD             NGS
 HX0703
 HX0703                          STATION DESCRIPTION
 HX0703
 HX0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0703'7.1 MI SW FROM SLATY FORK.
 HX0703'4.6 MILES NORTHWEST ALONG ABANDONED RAILWAY BED (TRAIL) FROM
 HX0703'THE POST OFFICE AT SLATY FORK, THENCE ABOUT 2.5 MILES SOUTHWEST
 HX0703'ALONG U.S. FORESTRY ROAD 24, ABOUT 0.15 MILES NORTHEAST OF THE
 HX0703'JUNCTION OF A GRADED ROAD LEADING SOUTHWEST TO LARGE COAL MINE,
 HX0703'ABOUT 0.65 MILES SOUTHWEST OF THE JUNCTION OF A DIRT ROAD
 HX0703'NORTHWEST UP SHARPS KNOB TO THE LOOKOUT TOWER, SET ON TOP OF A
 HX0703'1 BY 2 FOOT ROCK AT THE JUNCTION OF AN OLD ABANDONED ROAD BED,
 HX0703'SOUTHEAST AND JUST NORTH OF A DEEP CUT ON BOTH SIDES OF THE
 HX0703'ROAD, 21 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 21 FEET
 HX0703'SOUTHWEST OF THE CENTER LINE OF OLD ROAD BED SOUTHEAST, 0.7 FEET
 HX0703'NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK, 3.8 FEET NORTHWEST
 HX0703'OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2881 ***********************************************************************
 HX2881  DESIGNATION -  SHARP KNOB FIRE TOWER
 HX2881  PID         -  HX2881
 HX2881  STATE/COUNTY-  WV/POCAHONTAS
 HX2881  USGS QUAD   -  SHARP KNOB (1995)
 HX2881
 HX2881                         *CURRENT SURVEY CONTROL
 HX2881  ___________________________________________________________________
 HX2881* NAD 83(1995)-  38 25 36.89097(N)    080 09 51.79475(W)     ADJUSTED  
 HX2881* NAVD 88     -                                                        
 HX2881  ___________________________________________________________________
 HX2881  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 HX2881  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX2881
 HX2881  HORZ ORDER  -  THIRD
 HX2881
 HX2881.The horizontal coordinates were established by classical geodetic methods
 HX2881.and adjusted by the National Geodetic Survey in April 1998..
 HX2881
 HX2881
 HX2881.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2881
 HX2881.The geoid height was determined by GEOID03.
 HX2881
 HX2881;                    North         East     Units Scale Factor Converg.
 HX2881;SPC WV S     -   158,701.239   672,960.633   MT  0.99993460   +0 30 59.7
 HX2881;UTM  17      - 4,253,514.337   572,937.801   MT  0.99966551   +0 31 09.7
 HX2881
 HX2881                          SUPERSEDED SURVEY CONTROL
 HX2881
 HX2881  NAD 83(1986)-  38 25 36.89624(N)    080 09 51.80755(W) AD(       ) 4
 HX2881  NAD 27      -  38 25 36.48900(N)    080 09 52.55400(W) AD(       ) 3
 HX2881
 HX2881.Superseded values are not recommended for survey control.
 HX2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2881.See file dsdata.txt to determine how the superseded data were derived.
 HX2881
 HX2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7293853514(NAD 83)
 HX2881_MARKER: 57 = LOOKOUT TOWER
 HX2881
 HX2881  HISTORY     - Date     Condition        Report By
 HX2881  HISTORY     - 1961     FIRST OBSERVED   CGS
 HX2881
 HX2881                          STATION DESCRIPTION
 HX2881
 HX2881'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2881'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 219 AND STATE HIGHWAY
 HX2881'NO. 39 IN
 HX2881'MARLINGTON, GO NORTHERLY ON U.S. HIGHWAY NO. 219 FOR 14.4 MILES
 HX2881'TO A SIDE ROAD LEFT AT SIGN
 HX2881'SHARP KNOB LOOKOUT TOWER 7.  TURN LEFT AND
 HX2881'GO WESTERLY ON GRADED ROAD FOR 4.7 MILES TO
 HX2881'FORK.  TAKE RIGHT FORK AND GO
 HX2881'NORTHWESTERLY ON GRADED ROAD FOR 0.75 MILE TO SIDE ROAD RIGHT
 HX2881'AT SIGN SHARP KNOB
 HX2881'LOOKOUT TOWER 1 1/2.  TURN RIGHT AND GO NORTHERLY ON GRADED ROAD
 HX2881'FOR 0.15 MILE TO AZIMUTH MARK
 HX2881'ON RIGHT AS DESCRIBED.  CONTINUE NORTHERLY
 HX2881'ON GRADED ROAD FOR 0.55 MILE TO SIDE ROAD LEFT
 HX2881'AT SIGN SHARP KNOB LOOKOUT
 HX2881'TOWER 1/2.  TURN LEFT AND FOLLOW GRADED ROAD NORTHWESTERLY FOR
 HX2881'0.6 MILE TO LOOKOUT
 HX2881'TOWER AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0700 ***********************************************************************
 HX0700  DESIGNATION -  SHARP RM 2
 HX0700  PID         -  HX0700
 HX0700  STATE/COUNTY-  WV/POCAHONTAS
 HX0700  USGS QUAD   -  SHARP KNOB (1995)
 HX0700
 HX0700                         *CURRENT SURVEY CONTROL
 HX0700  ___________________________________________________________________
 HX0700* NAD 83(1986)-  38 25 37.     (N)    080 09 51.     (W)     SCALED    
 HX0700* NAVD 88     -      1382.875  (meters)    4536.98   (feet)  ADJUSTED  
 HX0700  ___________________________________________________________________
 HX0700  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0700  DYNAMIC HT  -        1381.789 (meters)    4533.42  (feet)  COMP
 HX0700  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 HX0700
 HX0700  VERT ORDER  -  SECOND    CLASS 0
 HX0700
 HX0700.The horizontal coordinates were scaled from a topographic map and have
 HX0700.an estimated accuracy of +/- 6 seconds.
 HX0700
 HX0700.The orthometric height was determined by differential leveling
 HX0700.and adjusted by the National Geodetic Survey in June 1991..
 HX0700
 HX0700.The geoid height was determined by GEOID03.
 HX0700
 HX0700.The dynamic height is computed by dividing the NAVD 88
 HX0700.geopotential number by the normal gravity value computed on the
 HX0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0700.degrees latitude (g = 980.6199 gals.).
 HX0700
 HX0700.The modeled gravity was interpolated from observed gravity values.
 HX0700
 HX0700;                    North         East    Units  Estimated Accuracy
 HX0700;SPC WV S     -   158,710.      672,980.      MT  (+/- 180 meters Scaled)
 HX0700
 HX0700                          SUPERSEDED SURVEY CONTROL
 HX0700
 HX0700  NGVD 29 (??/??/92) 1383.009  (m)         4537.42   (f) ADJ UNCH    2 0
 HX0700
 HX0700.Superseded values are not recommended for survey control.
 HX0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0700.See file dsdata.txt to determine how the superseded data were derived.
 HX0700
 HX0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC729535(NAD 83)
 HX0700_MARKER: DR = REFERENCE MARK DISK
 HX0700_SETTING: 80 = SET IN A BOULDER
 HX0700_SP_SET: BOULDER
 HX0700_STAMPING: SHARP NO 2 1961
 HX0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0700+STABILITY: SURFACE MOTION
 HX0700
 HX0700  HISTORY     - Date     Condition        Report By
 HX0700  HISTORY     - 1961     MONUMENTED       CGS
 HX0700  HISTORY     - 1962     GOOD             NGS
 HX0700
 HX0700                          STATION DESCRIPTION
 HX0700
 HX0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0700'7 MI W FROM SLATY FORK.
 HX0700'4.6 MILES NORTHWEST ALONG ABANDONED RAILWAY BED (TRAIL) FROM
 HX0700'THE POST OFFICE AT SLATY FORK, THENCE ABOUT 1.8 MILES SOUTHWEST
 HX0700'ALONG U.S. FORESTRY ROAD 24, THENCE ABOUT 0.55 MILES NORTHWEST
 HX0700'ALONG U.S. FORESTRY ROAD 24-A UP TO SHARP KNOB LOOKOUT TOWER,
 HX0700'SET ON TOP OF THE WEST EDGE OF A LARGE BOULDER ABOUT 15 BY 16
 HX0700'FEET PROJECTING 4 FEET, 58 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 HX0700'STEEL LEG OF THE TOWER, 51 1/2 FEET NORTHWEST OF THE WEST CORNER
 HX0700'OF A SMALL STEEL BUILDING WITH A SMALL RADIO ANTENNA FASTENED
 HX0700'TO THE SOUTH CORNER OF THE BUILDING, 43.5 FEET SOUTH OF
 HX0700'TRIANGULATION STATION SHARP, 3 FEET EAST OF THE WEST EDGE OF THE
 HX0700'BOULDER, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3559 ***********************************************************************
 HW3559  DESIGNATION -  SHAVERS
 HW3559  PID         -  HW3559
 HW3559  STATE/COUNTY-  WV/TUCKER
 HW3559  USGS QUAD   -  HARMAN (1995)
 HW3559
 HW3559                         *CURRENT SURVEY CONTROL
 HW3559  ___________________________________________________________________
 HW3559* NAD 83(1995)-  38 59 46.23359(N)    079 36 05.99367(W)     ADJUSTED  
 HW3559* NAVD 88     -      1143.9    (meters)    3753.     (feet)  VERTCON   
 HW3559  ___________________________________________________________________
 HW3559  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 HW3559  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HW3559
 HW3559  HORZ ORDER  -  SECOND
 HW3559
 HW3559.The horizontal coordinates were established by classical geodetic methods
 HW3559.and adjusted by the National Geodetic Survey in April 1998..
 HW3559
 HW3559.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3559
 HW3559.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3559
 HW3559.The geoid height was determined by GEOID03.
 HW3559
 HW3559;                    North         East     Units Scale Factor Converg.
 HW3559;SPC WV N     -    55,089.136   591,192.656   MT  1.00000073   -0 03 53.4
 HW3559;UTM  17      - 4,317,282.187   621,093.334   MT  0.99978056   +0 52 48.1
 HW3559
 HW3559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3559!SPC WV N     -   0.99982539  x   1.00000073  =   0.99982612
 HW3559!UTM  17      -   0.99982539  x   0.99978056  =   0.99960599
 HW3559
 HW3559:                Primary Azimuth Mark                     Grid Az
 HW3559:SPC WV N     -  BACKBONE LOOKOUT TOWER                   000 04 47.5
 HW3559:UTM  17      -  BACKBONE LOOKOUT TOWER                   359 08 06.0
 HW3559
 HW3559|---------------------------------------------------------------------|
 HW3559| PID    Reference Object                     Distance      Geod. Az  |
 HW3559|                                                           dddmmss.s |
 HW3559| JW1315 BACKBONE LOOKOUT TOWER              APPROX.12.3 KM 0000054.1 |
 HW3559| DC4296 SHAVERS RM 1                         31.540 METERS 09606     |
 HW3559| DC4297 SHAVERS RM 2                         20.315 METERS 15741     |
 HW3559| HW3564 BICKLE KNOB LOOKOUT TOWER           APPROX.13.2 KM 2384154.4 |
 HW3559|---------------------------------------------------------------------|
 HW3559
 HW3559                          SUPERSEDED SURVEY CONTROL
 HW3559
 HW3559  NAD 83(1986)-  38 59 46.24160(N)    079 36 06.00539(W) AD(       ) 2
 HW3559  NAD 27      -  38 59 45.85390(N)    079 36 06.79770(W) AD(       ) 2
 HW3559  NGVD 29 (07/19/86) 1144.0    (m)         3753.     (f) VERT ANG       
 HW3559
 HW3559.Superseded values are not recommended for survey control.
 HW3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3559.See file dsdata.txt to determine how the superseded data were derived.
 HW3559
 HW3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD2109317282(NAD 83)
 HW3559_MARKER: DS = TRIANGULATION STATION DISK
 HW3559_SETTING: 80 = SET IN A BOULDER
 HW3559_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3559
 HW3559  HISTORY     - Date     Condition        Report By
 HW3559  HISTORY     - 1956     MONUMENTED       CGS
 HW3559
 HW3559                          STATION DESCRIPTION
 HW3559
 HW3559'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3559'THE STATION IS LOCATED AIRLINE, ABOUT 8 MILES SOUTH-SOUTHEAST OF
 HW3559'PARSONS, ABOUT 6-1/2 MILES
 HW3559'NORTH-NORTHEAST OF ALPENA, ABOUT 3 MILES NORTH-NORTHWEST OF SULLY AND
 HW3559'ABOUT 3/4 MILES SOUTH OF THE HEAD
 HW3559'OF SHAVERS LICK RUN NEAR THE HIGHEST POINT OF SHAVERS MOUNTAIN.
 HW3559'IT IS ABOUT 1/3 MILE NORTH-NORTHEAST OF
 HW3559'THE HIGHEST POINT OF THE MOUNTAIN.
 HW3559'
 HW3559'THE STATION IS A STANDARD DISK STAMPED SHAVERS 1956 SET IN A DRILL
 HW3559'HOLE IN A MEDIUM SIZED BOULDER
 HW3559'WHICH IS ABOUT FLUSH WITH THE GROUND.  IT IS ABOUT 40 FEET SOUTHEAST
 HW3559'OF THE SOUTHEAST EDGE OF A MASS OF  LOOSE BOULDERS.
 HW3559'
 HW3559'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SHAVERS NO 1
 HW3559'1956 SET IN A DRILL HOLE IN A
 HW3559'LARGE BOULDER WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND IS
 HW3559'ABOUT 5 FEET LOWER THAN THE STATION.
 HW3559'
 HW3559'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SHAVERS NO 2
 HW3559'1956 SET IN A DRILL HOLE IN A
 HW3559'LARGE BOULDER WHICH PROJECTS ABOUT 18 INCHES ABOVE THE GROUND AND IS
 HW3559'ABOUT 5 FEET LOWER THAN THE STATION.
 HW3559'
 HW3559'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 33 AND 219 IN
 HW3559'THE SOUTH EDGE OF ELKINS, GO
 HW3559'EASTERLY ON US HIGHWAY 33 FOR 13.0 MILES TO THE SMALL VILLAGE OF
 HW3559'ALPENA.  TURN LEFT OFF THE HIGHWAY AT
 HW3559'THE MAIN CROSS-ROAD AND GO NORTH TOWARDS SULLY, FOLLOWING THE
 HW3559'MAIN TRAVELED GRAVELED ROAD FOR 4.9 MILES,
 HW3559'TURN SHARP LEFT AT THE REVERSE FORK AS PER
 HW3559'SIGN OTTER CREEK COOPERATIVE WILD LIFE MANAGEMENT AREA AND
 HW3559'CONTINUE NORTHERLY ON THE MAIN
 HW3559'TRAVELED ROAD FOR 2.2 MILES, TAKE THE LEFT FORK AND CONTINUE
 HW3559'NORTHERLY UPHILL FOR 0.1 MILE, TAKE
 HW3559'THE LEFT FORK AND CONTINUE NORTHERLY UPHILL ON THE NEW LOGGING ROAD,
 HW3559'KEEPING ALL RIGHT HAND MAIN TRAVELED
 HW3559'ROADS FOR 1.75 MILES TO A FORK.  THIS IS JUST AFTER
 HW3559'PASSING A SMALL FIELD ON THE LEFT.  TAKE THE
 HW3559'LEFT FORK AND GO NORTHWESTERLY, FOLLOWING
 HW3559'ALONG THE LEFT SIDE OF A SMALL STREAM FOR 0.1 MILE TO THE END
 HW3559'OF THE ROAD AND THE END OF TRUCK
 HW3559'TRAVEL.  THIS ROAD MAY BE EXTENDED FARTHER UP THE STREAM AT A LATER
 HW3559'DATE.  FROM THE END OF TRUCK TRAVEL,
 HW3559'PACK NORTHWESTERLY ALONG THE LEFT SIDE OF THE STREAM, FOLLOWING
 HW3559'A FAINT TRAIL MARKED BY THREE RED DOTS
 HW3559'PAINTED ON TREES, FOR ABOUT 0.4 MILE TO A LARGE
 HW3559'BLAZE ON A HARDWOOD TREE, TURN LEFT OFF THE TRAIL AND
 HW3559'FOLLOW THE BLAZES ON THE TREES
 HW3559'WESTERLY UP THE VERY STEEP HILL FOR ABOUT 0.4 MILE TO THE TOP OF THE
 HW3559'RIDGE, TURN LEFT AND FOLLOW THE
 HW3559'BLAZES ON THE TREES SOUTHERLY ALONG THE EAST EDGE OF THE RIDGE FOR
 HW3559'ABOUT 0.25 MILE TO THE APPARENT
 HW3559'HIGHEST GROUND, TURN RIGHT AND FOLLOW THE BLAZES ON THE TREES
 HW3559'WESTERLY FOR ABOUT 0.1 MILE TO THE SHAVERS
 HW3559'MOUNTAIN TRAIL.  CROSS THE TRAIL AND CONTINUE
 HW3559'WESTERLY, FOLLOWING THE BLAZES ON THE TREES FOR ABOUT 100
 HW3559'YARDS TO THE HIGHEST POINT OF
 HW3559'GROUND IN THE IMMEDIATE VICINITY AND THE STATION.  PACKING TIME IS
 HW3559'ABOUT 1-1/2 HOURS
 HW3559'
 HW3559'HEIGHT OF LIGHT ABOVE STATION MARK - 8.21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0786 ***********************************************************************
 JX0786  DESIGNATION -  SHERRARD
 JX0786  PID         -  JX0786
 JX0786  STATE/COUNTY-  WV/MARSHALL
 JX0786  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0786
 JX0786                         *CURRENT SURVEY CONTROL
 JX0786  ___________________________________________________________________
 JX0786* NAD 83(1995)-  39 59 39.66248(N)    080 41 20.96879(W)     ADJUSTED  
 JX0786* NAVD 88     -       424.087  (meters)    1391.36   (feet)  ADJUSTED  
 JX0786  ___________________________________________________________________
 JX0786  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 JX0786  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JX0786  DYNAMIC HT  -         423.843 (meters)    1390.56  (feet)  COMP
 JX0786  MODELED GRAV-     980,038.5   (mgal)                       NAVD 88
 JX0786
 JX0786  HORZ ORDER  -  SECOND
 JX0786  VERT ORDER  -  SECOND    CLASS 0
 JX0786
 JX0786.The horizontal coordinates were established by classical geodetic methods
 JX0786.and adjusted by the National Geodetic Survey in April 1998..
 JX0786
 JX0786.The orthometric height was determined by differential leveling
 JX0786.and adjusted by the National Geodetic Survey in June 1991..
 JX0786
 JX0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX0786
 JX0786.The geoid height was determined by GEOID03.
 JX0786
 JX0786.The dynamic height is computed by dividing the NAVD 88
 JX0786.geopotential number by the normal gravity value computed on the
 JX0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0786.degrees latitude (g = 980.6199 gals.).
 JX0786
 JX0786.The modeled gravity was interpolated from observed gravity values.
 JX0786
 JX0786;                    North         East     Units Scale Factor Converg.
 JX0786;SPC WV N     -   166,573.663   498,451.733   MT  0.99996137   -0 45 30.3
 JX0786;UTM  17      - 4,427,176.464   526,535.589   MT  0.99960867   +0 11 59.2
 JX0786
 JX0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX0786!SPC WV N     -   0.99993878  x   0.99996137  =   0.99990015
 JX0786!UTM  17      -   0.99993878  x   0.99960867  =   0.99954747
 JX0786
 JX0786:                Primary Azimuth Mark                     Grid Az
 JX0786:SPC WV N     -  BETHELEM MUNICIPAL STANDPIPE             004 13 50.2
 JX0786:UTM  17      -  BETHELEM MUNICIPAL STANDPIPE             003 16 20.7
 JX0786
 JX0786|---------------------------------------------------------------------|
 JX0786| PID    Reference Object                     Distance      Geod. Az  |
 JX0786|                                                           dddmmss.s |
 JX0786| KY3188 BETHELEM MUNICIPAL STANDPIPE        APPROX. 4.3 KM 0032819.9 |
 JX0786| CX5360 SHERRARD AZ MK                                     0640737.0 |
 JX0786| JX1981 SHERRARD USGS 1963                    1.544 METERS 16551     |
 JX0786| JX1989 LIMESTONE RAD STA KQB 273 MAST      APPROX. 5.7 KM 1682322.1 |
 JX0786| CX5361 SHERRARD RM 1                         8.958 METERS 25550     |
 JX0786| JX1988 SHERRARD MUNICIPAL STANDPIPE         10.159 METERS 27739     |
 JX0786| CX5362 SHERRARD RM 2                         9.205 METERS 29941     |
 JX0786|---------------------------------------------------------------------|
 JX0786
 JX0786                          SUPERSEDED SURVEY CONTROL
 JX0786
 JX0786  NAD 83(1986)-  39 59 39.67120(N)    080 41 20.97611(W) AD(       ) 2
 JX0786  NAD 27      -  39 59 39.40700(N)    080 41 21.69540(W) AD(       ) 2
 JX0786  NGVD 29 (??/??/92)  424.236  (m)         1391.85   (f) ADJ UNCH    2 0
 JX0786
 JX0786.Superseded values are not recommended for survey control.
 JX0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0786.See file dsdata.txt to determine how the superseded data were derived.
 JX0786
 JX0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2653627176(NAD 83)
 JX0786_MARKER: DD = SURVEY DISK
 JX0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0786_STAMPING: SHERRARD 1900 1957
 JX0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0786+STABILITY: SURFACE MOTION
 JX0786
 JX0786  HISTORY     - Date     Condition        Report By
 JX0786  HISTORY     - 1963     MONUMENTED       CGS
 JX0786  HISTORY     - 1957     GOOD             NGS
 JX0786  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0786  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 JX0786
 JX0786                          STATION DESCRIPTION
 JX0786
 JX0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX0786'THE STATION IS LOCATED AT THE EAST SIDE OF THE SHERRARD MUNICIPAL
 JX0786'STANDPIPE, WHICH IS 1.0 MILE
 JX0786'NORHTWEST OF THE POST OFFICE IN SHERRARD, ON THE PROPERTY OF MR.
 JX0786'FRANCIS KOLZ.  IT IS 21.32 FEET
 JX0786'SOUTHEAST OF THE SOUTHEAST EDGE OF THE STANDPIPE, 45 FEET NORTHEAST
 JX0786'OF A POWER POLE, 23 FEET NORTHWEST OF A
 JX0786'POWER POLE, AND 20 FEET EAST OF A MANHOLE
 JX0786'COVER.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 JX0786'STAMPED SHERRARD 1963.
 JX0786'
 JX0786'TO REACH THE AZIMUTH MARK FROM STATE HIGHWAY 86, WHICH IS ABOUT 0.05
 JX0786'MILE SOUTH OF THE STATION,
 JX0786'GO EAST ON HIGHWAY 86 FOR 0.4 MILE TO THE JUNCTION WITH STATE HIGHWAY
 JX0786'88.  TURN LEFT AND GO NORTH ON
 JX0786'HIGHWAY 88 FOR 0.4 MILE TO A SMALL ROADSIDE PARK ON THE
 JX0786'RIGHT AND THE AZIMUTH MARK ON THE RIGHT.
 JX0786'
 JX0786'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SHERRARD NO 1 1963,
 JX0786'CEMENTED IN A DRILLED HOLE
 JX0786'IN THE SOUTH EDGE OF THE CONCRETE FOOTING OF THE STANDPIPE.
 JX0786'
 JX0786'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SHERRARD NO 2 1963,
 JX0786'CEMENTED IN A DRILLED HOLE
 JX0786'IN THE NORTHEAST EDGE OF THE CONCRETE FOOTING OF THE STANDPIPE.
 JX0786'
 JX0786'THE AZIMUTH MARK IS 59 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 JX0786'88, 80 FEET SOUTHWEST OF A
 JX0786'WATER FOUNTAIN, AND 49 FEET SOUTHWEST OF A POWER POLE.  THE BEDROCK
 JX0786'IS FLUSH WITH THE GROUND AND THE
 JX0786'DISK IS STAMPED SHERRARD 1963.
 JX0786'
 JX0786'SHERRARD (USGS) IS A STANDARD DISK STAMPED SHERRARD 1900 1957, SET IN
 JX0786'THE TOP OF A 6 X 6 INCH
 JX0786'CONCRETE POST THAT PROJECTS 18 INCHES.  IT IS 43 FEET EAST OF THE
 JX0786'POWER POLE, 19 FEET NORTHWEST OF
 JX0786'THE POWER POLE, 23 FEET SOUTHEAST OF THE SOUTHEAST
 JX0786'EDGE OF THE STANDPIPE, AND 18 FEET EAST OF THE
 JX0786'CENTER OF A MANHOLE COVER.
 JX0786'
 JX0786'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JX0786
 JX0786                          STATION RECOVERY (1957)
 JX0786
 JX0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 JX0786'1 MI NW FROM SHERRARD.
 JX0786'ABOUT 0.45 MILE NORTHWEST ALONG STATE HIGHWAY 88 FROM THE SCHOOL
 JX0786'AT SHERRARD, THENCE ABOUT 0.5 MILE WEST ALONG A BLACK TOP ROAD,
 JX0786'THENCE ABOUT 0.1 MILE NORTH ACROSS OPEN FIELD TO THE TOP OF A
 JX0786'KNOLL, NEAR THE HIGHEST POINT OF A BARE KNOLL WHICH IS BEING
 JX0786'CULTIVATED, AND SET IN THE TOP OF A STONE POST PROJECTING 14
 JX0786'INCHES.
 JX0786
 JX0786                          STATION RECOVERY (1983)
 JX0786
 JX0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0786'MARK NOT FOUND.
 JX0786
 JX0786                          STATION RECOVERY (2004)
 JX0786
 JX0786'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 JX0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1988 ***********************************************************************
 JX1988  DESIGNATION -  SHERRARD MUNICIPAL STANDPIPE
 JX1988  PID         -  JX1988
 JX1988  STATE/COUNTY-  WV/MARSHALL
 JX1988  USGS QUAD   -  MOUNDSVILLE (1997)
 JX1988
 JX1988                         *CURRENT SURVEY CONTROL
 JX1988  ___________________________________________________________________
 JX1988* NAD 83(1995)-  39 59 39.70628(N)    080 41 21.39323(W)     ADJUSTED  
 JX1988* NAVD 88     -                                                        
 JX1988  ___________________________________________________________________
 JX1988  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 JX1988  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JX1988
 JX1988  HORZ ORDER  -  THIRD
 JX1988
 JX1988.The horizontal coordinates were established by classical geodetic methods
 JX1988.and adjusted by the National Geodetic Survey in April 1998..
 JX1988
 JX1988
 JX1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1988
 JX1988.The geoid height was determined by GEOID03.
 JX1988
 JX1988;                    North         East     Units Scale Factor Converg.
 JX1988;SPC WV N     -   166,575.147   498,441.684   MT  0.99996137   -0 45 30.6
 JX1988;UTM  17      - 4,427,177.779   526,525.520   MT  0.99960866   +0 11 58.9
 JX1988
 JX1988                          SUPERSEDED SURVEY CONTROL
 JX1988
 JX1988  NAD 83(1986)-  39 59 39.71425(N)    080 41 21.40069(W) AD(       ) 4
 JX1988  NAD 27      -  39 59 39.45100(N)    080 41 22.12000(W) AD(       ) 3
 JX1988
 JX1988.Superseded values are not recommended for survey control.
 JX1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1988.See file dsdata.txt to determine how the superseded data were derived.
 JX1988
 JX1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2652627178(NAD 83)
 JX1988_MARKER: 52 = STANDPIPE TANK
 JX1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1988+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2004
 JX1988
 JX1988  HISTORY     - Date     Condition        Report By
 JX1988  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX1988  HISTORY     - 20040523 GOOD             USPSQD
 JX1988
 JX1988                          STATION DESCRIPTION
 JX1988
 JX1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1988'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
 JX1988'AT THE SUMMIT OF A
 JX1988'SMALL KNOLL, ON THE NORTH SIDE OF STATE HIGHWAY 86, 0.4 MILE
 JX1988'NORTHWEST OF THE INTERSECTION OF STATE
 JX1988'HIGHWAYS 86 AND 88 IN SHERRARD.  IT IS A ROUND STEEL
 JX1988'STRUCTURE PAINTED SILVER.  THE OVERALL HEIGHT
 JX1988'IS 60 FEET.
 JX1988'
 JX1988'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SHERRARD
 JX1988'1963, THE DISTANCE BEING 33.4
 JX1988'FEET AND 10.16 METERS.
 JX1988
 JX1988                          STATION RECOVERY (2004)
 JX1988
 JX1988'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX1988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1981 ***********************************************************************
 JX1981  DESIGNATION -  SHERRARD USGS 1963
 JX1981  PID         -  JX1981
 JX1981  STATE/COUNTY-  WV/MARSHALL
 JX1981  USGS QUAD   -  MOUNDSVILLE (1997)
 JX1981
 JX1981                         *CURRENT SURVEY CONTROL
 JX1981  ___________________________________________________________________
 JX1981* NAD 83(1995)-  39 59 39.61394(N)    080 41 20.95288(W)     ADJUSTED  
 JX1981* NAVD 88     -       424.10   (+/-2cm)    1391.4    (feet)  VERTCON   
 JX1981  ___________________________________________________________________
 JX1981  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 JX1981  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JX1981
 JX1981  HORZ ORDER  -  SECOND
 JX1981  VERT ORDER  -  THIRD ? (See Below)
 JX1981
 JX1981.The horizontal coordinates were established by classical geodetic methods
 JX1981.and adjusted by the National Geodetic Survey in April 1998..
 JX1981
 JX1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1981.The vertical order pertains to the NGVD 29 superseded value.
 JX1981
 JX1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1981
 JX1981.The geoid height was determined by GEOID03.
 JX1981
 JX1981;                    North         East     Units Scale Factor Converg.
 JX1981;SPC WV N     -   166,572.161   498,452.091   MT  0.99996136   -0 45 30.3
 JX1981;UTM  17      - 4,427,174.969   526,535.972   MT  0.99960867   +0 11 59.2
 JX1981
 JX1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1981!SPC WV N     -   0.99993878  x   0.99996136  =   0.99990014
 JX1981!UTM  17      -   0.99993878  x   0.99960867  =   0.99954747
 JX1981
 JX1981:                Primary Azimuth Mark                     Grid Az
 JX1981:SPC WV N     -  MYERS RESET                              271 54 51.5
 JX1981:UTM  17      -  MYERS RESET                              270 57 22.0
 JX1981
 JX1981|---------------------------------------------------------------------|
 JX1981| PID    Reference Object                     Distance      Geod. Az  |
 JX1981|                                                           dddmmss.s |
 JX1981| JX2044 MYERS RESET                         APPROX.10.2 KM 2710921.2 |
 JX1981|---------------------------------------------------------------------|
 JX1981
 JX1981                          SUPERSEDED SURVEY CONTROL
 JX1981
 JX1981  NAD 83(1986)-  39 59 39.62269(N)    080 41 20.96020(W) AD(       ) 2
 JX1981  NAD 27      -  39 59 39.35850(N)    080 41 21.67950(W) AD(       ) 2
 JX1981  NGVD 29 (07/19/86)  424.24   (m)         1391.9    (f) LEVELING    3  
 JX1981
 JX1981.Superseded values are not recommended for survey control.
 JX1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1981.See file dsdata.txt to determine how the superseded data were derived.
 JX1981
 JX1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2653627175(NAD 83)
 JX1981_MARKER: DD = SURVEY DISK
 JX1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1981_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1981+STABILITY: SURFACE MOTION
 JX1981
 JX1981  HISTORY     - Date     Condition        Report By
 JX1981  HISTORY     - 1963     MONUMENTED       USGS
 JX1981
 JX1981                          STATION DESCRIPTION
 JX1981
 JX1981'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX1981'THE STATION IS LOCATED AT THE SOUTHWEST SIDE OF THE SHERRARD
 JX1981'MUNICIPAL
 JX1981'STANDPIPE, ON A SMALL KNOLL, ABOUT 1.0 MILE NORTHWEST OF SHERRARD.
 JX1981'IT IS A STANDARD DISK STAMPED
 JX1981'SHERRARD 1900 1957, SET IN THE TOP OF A 6 X 6 INCH CONCRETE
 JX1981'POST THAT PROJECTS 18 INCHES. IT IS 43
 JX1981'FEET EAST OF A POWER POLE, 19 FEET NORTHWEST
 JX1981'OF A POWER POLE, 23 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 JX1981'OF THE STANDPIPE, AND 18 FEET EAST
 JX1981'OF THE CENTER OF A MANHOLE COVER.
 JX1981'
 JX1981'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SHERRARD
 JX1981'1963, THE DISTANCE BEING 5.06
 JX1981'FEET AND 1.544 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1917 ***********************************************************************
 JX1917  DESIGNATION -  SHINNSTON
 JX1917  PID         -  JX1917
 JX1917  STATE/COUNTY-  WV/HARRISON
 JX1917  USGS QUAD   -  SHINNSTON (1977)
 JX1917
 JX1917                         *CURRENT SURVEY CONTROL
 JX1917  ___________________________________________________________________
 JX1917* NAD 83(1995)-  39 23 24.35640(N)    080 17 21.18563(W)     ADJUSTED  
 JX1917* NAVD 88     -       409.     (meters)    1342.     (feet)  SCALED    
 JX1917  ___________________________________________________________________
 JX1917  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 JX1917  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JX1917
 JX1917  HORZ ORDER  -  SECOND
 JX1917
 JX1917.The horizontal coordinates were established by classical geodetic methods
 JX1917.and adjusted by the National Geodetic Survey in April 1998..
 JX1917
 JX1917.The orthometric height was scaled from a topographic map.
 JX1917
 JX1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1917
 JX1917.The geoid height was determined by GEOID03.
 JX1917
 JX1917;                    North         East     Units Scale Factor Converg.
 JX1917;SPC WV N     -    99,114.520   532,014.190   MT  0.99994917   -0 30 12.0
 JX1917;UTM  17      - 4,360,308.680   561,208.756   MT  0.99964613   +0 27 03.9
 JX1917
 JX1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1917!SPC WV N     -   0.99994098  x   0.99994917  =   0.99989016
 JX1917!UTM  17      -   0.99994098  x   0.99964613  =   0.99958714
 JX1917
 JX1917|---------------------------------------------------------------------|
 JX1917| PID    Reference Object                     Distance      Geod. Az  |
 JX1917|                                                           dddmmss.s |
 JX1917| CX5364 SHINNSTON RM 1                       22.862 METERS 15753     |
 JX1917| JX1919 ROBINSON                            APPROX. 2.5 KM 2303911.5 |
 JX1917| JX1922 SHINNSTON STATE POLICE MAST         APPROX. 1.7 KM 2371606.7 |
 JX1917| CX5365 SHINNSTON RM 2                       25.230 METERS 26100     |
 JX1917| JX1923 SHINNSTON SOUTH MUNICIPAL TANK      APPROX. 0.9 KM 2912958.3 |
 JX1917|---------------------------------------------------------------------|
 JX1917
 JX1917                          SUPERSEDED SURVEY CONTROL
 JX1917
 JX1917  NAD 83(1986)-  39 23 24.35886(N)    080 17 21.19435(W) AD(       ) 2
 JX1917  NAD 27      -  39 23 24.04220(N)    080 17 21.87990(W) AD(       ) 2
 JX1917
 JX1917.Superseded values are not recommended for survey control.
 JX1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1917.See file dsdata.txt to determine how the superseded data were derived.
 JX1917
 JX1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6120960309(NAD 83)
 JX1917_MARKER: DS = TRIANGULATION STATION DISK
 JX1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1917
 JX1917  HISTORY     - Date     Condition        Report By
 JX1917  HISTORY     - 1941     MONUMENTED       CGS
 JX1917
 JX1917                          STATION DESCRIPTION
 JX1917
 JX1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1917'THE STATION IS ABOUT 1/2 MILE SE OF THE TOWN OF SHINNSTON ON THE
 JX1917'HIGHEST POINT OF A HILL IN THE
 JX1917'PASTURE OWNED BY MR. ROBERT HARDESTY.  IT PROJECTS 8
 JX1917'INCHES AND IS STAMPED SHINNSTON
 JX1917'1941.
 JX1917'
 JX1917'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JX1917'DISKS SET IN CONCRETE.
 JX1917'
 JX1917'REFERENCE MARK NO. 1 IS 40.5 FEET S OF A FENCE T INTERSECTION
 JX1917'AND 2 FEET W OF A
 JX1917'N-S FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED
 JX1917'SHINNSTON 1941 NO. 1.
 JX1917'
 JX1917'REFERENCE MARK NO. 2 IS 123 FEET W OF THE FENCE T INTERSECTION
 JX1917'AND A FOOT N OF
 JX1917'THE E-W FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED
 JX1917'SHINNSTON NO. 2 1941.
 JX1917'
 JX1917'NO AZIMUTH MARK WAS ESTABLISHED.  STATION ROBINSON IS CLOSE
 JX1917'AND VISIBLE FROM
 JX1917'THE GROUND AND STATION BALD (U.S.G.S.) IS ALSO
 JX1917'VISIBLE FROM THE GROUND.
 JX1917'
 JX1917'TO REACH FROM THE INTERSECTION OF PIKE AND CLEMENT STREETS
 JX1917'AT THE END OF THE
 JX1917'BRIDGE OVER THE WEST FORK RIVER, GO AWAY FROM
 JX1917'THE BRIDGE ON CLEMENT STREET 0.15
 JX1917'MILE AND TURN LEFT ONTO EAST
 JX1917'AVENUE, THENCE EASTERLY 0.4 MILE TO THE FIRST STREET
 JX1917'BEYOND
 JX1917'FERGUSON STREET AND TURN RIGHT, THENCE MEANDER SOUTHERLY ON FIELD
 JX1917'ROAD 0.4 MILE TO A
 JX1917'GAS WELL.  THE STATION IS ABOUT 100 YARDS WNW
 JX1917'OF THE GAS WELL.
 JX1917'
 JX1917'A 4-FOOT INSTRUMENT WILL SEE A 4-FOOT LIGHT AT BALD (U.S.G.S.),
 JX1917'ROBINSON, AND
 JX1917'DIXIE, A 6-FOOT LIGHT AT C.W.A. 11, AND A 50-FOOT
 JX1917'LIGHT AT SARDIS (U.S.G.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1923 ***********************************************************************
 JX1923  DESIGNATION -  SHINNSTON SOUTH MUNICIPAL TANK
 JX1923  PID         -  JX1923
 JX1923  STATE/COUNTY-  WV/HARRISON
 JX1923  USGS QUAD   -  SHINNSTON (1977)
 JX1923
 JX1923                         *CURRENT SURVEY CONTROL
 JX1923  ___________________________________________________________________
 JX1923* NAD 83(1995)-  39 23 35.06485(N)    080 17 56.22705(W)     ADJUSTED  
 JX1923* NAVD 88     -                                                        
 JX1923  ___________________________________________________________________
 JX1923  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 JX1923  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JX1923
 JX1923  HORZ ORDER  -  THIRD
 JX1923
 JX1923.The horizontal coordinates were established by classical geodetic methods
 JX1923.and adjusted by the National Geodetic Survey in April 1998..
 JX1923
 JX1923
 JX1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1923
 JX1923.The geoid height was determined by GEOID03.
 JX1923
 JX1923;                    North         East     Units Scale Factor Converg.
 JX1923;SPC WV N     -    99,452.147   531,178.654   MT  0.99994896   -0 30 34.4
 JX1923;UTM  17      - 4,360,632.245   560,367.967   MT  0.99964487   +0 26 41.7
 JX1923
 JX1923                          SUPERSEDED SURVEY CONTROL
 JX1923
 JX1923  NAD 83(1986)-  39 23 35.06738(N)    080 17 56.23562(W) AD(       ) 4
 JX1923  NAD 27      -  39 23 34.75100(N)    080 17 56.92100(W) AD(       ) 3
 JX1923
 JX1923.Superseded values are not recommended for survey control.
 JX1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1923.See file dsdata.txt to determine how the superseded data were derived.
 JX1923
 JX1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6036860632(NAD 83)
 JX1923_MARKER: 51 = TANK
 JX1923
 JX1923  HISTORY     - Date     Condition        Report By
 JX1923  HISTORY     - 1941     FIRST OBSERVED   CGS
 JX1923
 JX1923                          STATION DESCRIPTION
 JX1923
 JX1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1923'THIS INTERSECTION STATION IS ABOUT 1/4 MILE S OF
 JX1923'THE CENTER OF THE
 JX1923'TOWN OF SHINNSTON AND IS VISIBLE FROM SEVERAL
 JX1923'OF THE STREET INTERSECTIONS ON PIKE
 JX1923'STREET.  IT IS BETWEEN THE
 JX1923'PROJECTED CENTER LINES OF WALNUT STREET AND BRIDGE
 JX1923'STREET.  IT IS
 JX1923'A STEEL TANK RESTING ON THE GROUND AND IS ABOUT 30 FEET HIGH.  THE
 JX1923'POINT SIGHTED ON
 JX1923'IS THE BALL ON THE TOP CENTER OF THE CONICAL ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1922 ***********************************************************************
 JX1922  DESIGNATION -  SHINNSTON STATE POLICE MAST
 JX1922  PID         -  JX1922
 JX1922  STATE/COUNTY-  WV/HARRISON
 JX1922  USGS QUAD   -  SHINNSTON (1977)
 JX1922
 JX1922                         *CURRENT SURVEY CONTROL
 JX1922  ___________________________________________________________________
 JX1922* NAD 83(1995)-  39 22 54.10721(N)    080 18 21.81881(W)     ADJUSTED  
 JX1922* NAVD 88     -                                                        
 JX1922  ___________________________________________________________________
 JX1922  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 JX1922  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JX1922
 JX1922  HORZ ORDER  -  THIRD
 JX1922
 JX1922.The horizontal coordinates were established by classical geodetic methods
 JX1922.and adjusted by the National Geodetic Survey in April 1998..
 JX1922
 JX1922
 JX1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1922
 JX1922.The geoid height was determined by GEOID03.
 JX1922
 JX1922;                    North         East     Units Scale Factor Converg.
 JX1922;SPC WV N     -    98,194.611   530,554.987   MT  0.99994978   -0 30 50.7
 JX1922;UTM  17      - 4,359,364.881   559,765.517   MT  0.99964398   +0 26 25.1
 JX1922
 JX1922                          SUPERSEDED SURVEY CONTROL
 JX1922
 JX1922  NAD 83(1986)-  39 22 54.11014(N)    080 18 21.82730(W) AD(       ) 4
 JX1922  NAD 27      -  39 22 53.79200(N)    080 18 22.51200(W) AD(       ) 3
 JX1922
 JX1922.Superseded values are not recommended for survey control.
 JX1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1922.See file dsdata.txt to determine how the superseded data were derived.
 JX1922
 JX1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5976659365(NAD 83)
 JX1922_MARKER: 42 = RADIO/TV MAST
 JX1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1922+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 JX1922
 JX1922  HISTORY     - Date     Condition        Report By
 JX1922  HISTORY     - 1941     FIRST OBSERVED   CGS
 JX1922  HISTORY     - 20040522 GOOD             USPSQD
 JX1922
 JX1922                          STATION DESCRIPTION
 JX1922
 JX1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1922'THIS INTERSECTION STATION IS ABOUT 1 MILE SW OF
 JX1922'SHINNSTON.  IT IS
 JX1922'THE RED SIGNAL ON THE TOP CENTER OF THE RADIO
 JX1922'MAST AT THE STATE POLICE
 JX1922'HEADQUARTERS.  THE MAST IS ABOUT 200
 JX1922'FEET HIGH.
 JX1922
 JX1922                          STATION RECOVERY (2004)
 JX1922
 JX1922'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX1922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1450 ***********************************************************************
 JW1450  DESIGNATION -  SHORT
 JW1450  PID         -  JW1450
 JW1450  STATE/COUNTY-  WV/HARDY
 JW1450  USGS QUAD   -  BAKER (1971)
 JW1450
 JW1450                         *CURRENT SURVEY CONTROL
 JW1450  ___________________________________________________________________
 JW1450* NAD 83(1995)-  39 05 49.75770(N)    078 44 34.11292(W)     ADJUSTED  
 JW1450* NAVD 88     -       875.4    (meters)    2872.     (feet)  VERTCON   
 JW1450  ___________________________________________________________________
 JW1450  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 JW1450  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JW1450
 JW1450  HORZ ORDER  -  THIRD
 JW1450
 JW1450.The horizontal coordinates were established by classical geodetic methods
 JW1450.and adjusted by the National Geodetic Survey in April 1998..
 JW1450
 JW1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1450
 JW1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1450
 JW1450.The geoid height was determined by GEOID03.
 JW1450
 JW1450;                    North         East     Units Scale Factor Converg.
 JW1450;SPC WV N     -    66,570.411   665,501.038   MT  0.99998305   +0 28 58.5
 JW1450;UTM  17      - 4,329,983.514   695,196.980   MT  1.00006918   +1 25 26.1
 JW1450
 JW1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1450!SPC WV N     -   0.99986779  x   0.99998305  =   0.99985084
 JW1450!UTM  17      -   0.99986779  x   1.00006918  =   0.99993696
 JW1450
 JW1450|---------------------------------------------------------------------|
 JW1450| PID    Reference Object                     Distance      Geod. Az  |
 JW1450|                                                           dddmmss.s |
 JW1450| CK7939 SHORT RM 1                           14.560 METERS 01932     |
 JW1450| JW1452 DUTCH                               APPROX. 9.5 KM 0694404.1 |
 JW1450| JW1451 BALD KNOB USGS 1956                   6.488 METERS 07804     |
 JW1450| CK7940 SHORT RM 2                           16.150 METERS 29203     |
 JW1450|---------------------------------------------------------------------|
 JW1450
 JW1450                          SUPERSEDED SURVEY CONTROL
 JW1450
 JW1450  NAD 83(1995)-  39 05 49.76174(N)    078 44 34.11373(W) AD(       ) 3
 JW1450  NAD 83(1995)-  39 05 49.76199(N)    078 44 34.11752(W) AD(       ) 3
 JW1450  NAD 83(1986)-  39 05 49.76242(N)    078 44 34.11737(W) AD(       ) 3
 JW1450  NAD 27      -  39 05 49.37570(N)    078 44 35.06100(W) AD(       ) 3
 JW1450  NGVD 29 (07/19/86)  875.5    (m)         2872.     (f) VERT ANG       
 JW1450
 JW1450.Superseded values are not recommended for survey control.
 JW1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1450.See file dsdata.txt to determine how the superseded data were derived.
 JW1450
 JW1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9519729984(NAD 83)
 JW1450_MARKER: DS = TRIANGULATION STATION DISK
 JW1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1450
 JW1450  HISTORY     - Date     Condition        Report By
 JW1450  HISTORY     - 1956     MONUMENTED       CGS
 JW1450
 JW1450                          STATION DESCRIPTION
 JW1450
 JW1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1450'THE STATION IS LOCATED ON THE HIGHEST PART OF SHORT MOUNTAIN, A
 JW1450'PROMINENT, TIMBERED
 JW1450'MOUNTAIN ABOUT 8 MILES AIRLINE WEST OF WARDENSVILLE, 4 MILES AIRLINE
 JW1450'NORTH OF BAKER, AND 12 MILES
 JW1450'AIRLINE EAST-NORTHEAST OF MOOREFIELD.
 JW1450'
 JW1450'TO REACH THE STATION FROM THE POST OFFICE IN NEEDMORE GO WEST AND
 JW1450'NORTHWEST ON STATE HIGHWAY
 JW1450'55 FOR 2.6 MILES TO A SIDE ROAD AND A MAIL BOX LETTERED W.S.
 JW1450'FUNKHOUSER ON THE RIGHT.  TURN
 JW1450'RIGHT AND GO NORTH 2.1 MILES TO A SCHOOLHOUSE ON THE RIGHT.
 JW1450'CONITNUE ABOUT 100 YARDS TO A SIDE
 JW1450'ROAD ON THE RIGHT.  TURN SHARP RIGHT AND GO EAST 0.5
 JW1450'MILE TO A T-ROAD.  TURN LEFT AND GO NORTH 1.0 MILE TO
 JW1450'A BOARD GATE ON THE RIGHT.  TURN
 JW1450'RIGHT, PASS THROUGH THE GATE, AND GO EAST 0.2 MILE TO A FORK AT THE
 JW1450'EAST END OF THE SECOND OF TWO
 JW1450'CREEKS CROSSED.  TAKE THE LEFT FORK AND USING A JEEP GO NORTHEAST AND
 JW1450'EAST UP HILL ON A DIM NARROW ROAD 1.6
 JW1450'MILES TO A T-ROAD ON THE TOP OF THE RIDGE.  TURN LEFT
 JW1450'AND GO NORTH 0.3 MILE TO A FORK.  TAKE THE LEFT
 JW1450'FORK AND GO NORTHWEST 0.1 MILE TO THE
 JW1450'END OF THE ROAD AND THE STATION.
 JW1450'
 JW1450'THE STATION MARK IS A STANDARD DISK STAMPED SHORT 1956 SET IN THE TOP
 JW1450'OF A 10-INCH SQUARE CONCRETE
 JW1450'POST THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 22 FEET
 JW1450'SOUTHWEST OF A WITNESS POST.
 JW1450'
 JW1450'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED SHORT NO 1 1956
 JW1450'SET IN THE TOP OF A
 JW1450'12-INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND.  IT IS 32
 JW1450'FEET NORTH OF THE WITNESS POST AND
 JW1450'THE SAME ELEVATION AS THE STATION.
 JW1450'
 JW1450'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED SHORT NO 2 1956
 JW1450'SET IN THE TOP OF A
 JW1450'10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 JW1450'IT IS 1 FOOT LOWER THAN THE STATION.
 JW1450'
 JW1450'THE U.S. GEOLOGICAL SURVEY MARK IS A U CROSS S CHISELED IN THE TOP OF
 JW1450'A ROCK THAT PROJECTS 2 INCHES
 JW1450'ABOVE THE GROUND.  IT IS 9 FEET SOUTH OF THE WITNESS POST AND THE
 JW1450'SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2852 ***********************************************************************
 HX2852  DESIGNATION -  SHREVE
 HX2852  PID         -  HX2852
 HX2852  STATE/COUNTY-  WV/RANDOLPH
 HX2852  USGS QUAD   -  ADOLPH (1995)
 HX2852
 HX2852                         *CURRENT SURVEY CONTROL
 HX2852  ___________________________________________________________________
 HX2852* NAD 83(1995)-  38 44 48.33820(N)    080 00 17.54252(W)     ADJUSTED  
 HX2852* NAVD 88     -      1006.9    (meters)    3303.     (feet)  VERTCON   
 HX2852  ___________________________________________________________________
 HX2852  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 HX2852  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX2852
 HX2852  HORZ ORDER  -  THIRD
 HX2852
 HX2852.The horizontal coordinates were established by classical geodetic methods
 HX2852.and adjusted by the National Geodetic Survey in April 1998..
 HX2852
 HX2852.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2852
 HX2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2852
 HX2852.The geoid height was determined by GEOID03.
 HX2852
 HX2852;                    North         East     Units Scale Factor Converg.
 HX2852;SPC WV S     -   194,340.421   686,506.787   MT  0.99997376   +0 36 54.7
 HX2852;UTM  17      - 4,289,144.995   586,477.068   MT  0.99969209   +0 37 22.3
 HX2852
 HX2852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2852!SPC WV S     -   0.99984688  x   0.99997376  =   0.99982065
 HX2852!UTM  17      -   0.99984688  x   0.99969209  =   0.99953902
 HX2852
 HX2852:                Primary Azimuth Mark                     Grid Az
 HX2852:SPC WV S     -  SHREVE AZ MK                             004 36 39.3
 HX2852:UTM  17      -  SHREVE AZ MK                             004 36 11.7
 HX2852
 HX2852|---------------------------------------------------------------------|
 HX2852| PID    Reference Object                     Distance      Geod. Az  |
 HX2852|                                                           dddmmss.s |
 HX2852| DC4311 SHREVE AZ MK                                       0051334.0 |
 HX2852| DC4312 SHREVE RM 1                           5.250 METERS 09059     |
 HX2852| DC4313 SHREVE RM 2                           5.335 METERS 20806     |
 HX2852|---------------------------------------------------------------------|
 HX2852
 HX2852                          SUPERSEDED SURVEY CONTROL
 HX2852
 HX2852  NAD 83(1986)-  38 44 48.34492(N)    080 00 17.55377(W) AD(       ) 3
 HX2852  NAD 27      -  38 44 47.95730(N)    080 00 18.29730(W) AD(       ) 3
 HX2852  NGVD 29 (07/19/86) 1007.0    (m)         3304.     (f) VERT ANG       
 HX2852
 HX2852.Superseded values are not recommended for survey control.
 HX2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2852.See file dsdata.txt to determine how the superseded data were derived.
 HX2852
 HX2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC8647789145(NAD 83)
 HX2852_MARKER: DS = TRIANGULATION STATION DISK
 HX2852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2852
 HX2852  HISTORY     - Date     Condition        Report By
 HX2852  HISTORY     - 1957     MONUMENTED       CGS
 HX2852
 HX2852                          STATION DESCRIPTION
 HX2852
 HX2852'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HX2852'THE STATION IS APPROXIMATELY 2-1/4 MILES NORTHWEST OF MILL CREEK, 2
 HX2852'1/4 MILES EAST OF THE ADOLPH
 HX2852'POST OFFICE ON A HIGH SUMMIT ALONG THE CREST OF RICH MOUNTAIN AND ON
 HX2852'PROPERTY OWNED BY MR. R. S.
 HX2852'SHREVE.
 HX2852'
 HX2852'TO REACH FROM THE STOP LIGHT AT MILL CREEK, GO WEST ON SURFACED ROAD
 HX2852'LEADING TO ADOLPH FOR 0.75
 HX2852'MILE TO A ROAD FORK, AT A BUS STOP SHED, TAKE LEFT FORK, GRAVEL ROAD,
 HX2852'UP THE MOUNTAIN FOR 2.8 MILES TO A
 HX2852'SIDE ROAD RIGHT JUST BEFORE REACHING THE CREST OF THE
 HX2852'MOUNTAIN, TURN SHARP RIGHT ON TRACK ROAD FOR 0.9 MILE
 HX2852'TO A FORK, TAKE RIGHT FORK (LEFT
 HX2852'FORK LEADS TO OWNERS RESIDENCE) THROUGH POLE GATE FOR 0.1 MILE TO A
 HX2852'POLE GATE, PASS THROUGH GATE FOR
 HX2852'0.1 MILE TO ANOTHER GATE AND THE END OF TRUCK TRAVEL FOR A TWO WHEEL
 HX2852'DRIVE TRUCK.  WITH A FOUR WHEEL
 HX2852'DRIVE TRUCK, TURN SHARP RIGHT, EAST, UP HILL ALONG FENCE
 HX2852'FOR 0.2 MILE TO THE HIGHEST POINT AND THE STATION.
 HX2852'
 HX2852'STATION MARKS ARE STANDARD DISKS STAMPED SHREVE 1957.  THE SURFACE
 HX2852'DISK IS SET IN A ROUND CONCRETE
 HX2852'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 166 FEET
 HX2852'SOUTHWEST OF A FENCE CORNER AND 10 FEET
 HX2852'NORTHWEST OF A FENCE LINE.  A STANDARD WITNESS POST
 HX2852'WAS SET 9.5 FEET SOUTHEAST OF THE MARK.  THE
 HX2852'UNDERGROUND DISK IS SET 30 INCHES BELOW THE
 HX2852'SURFACE OF THE GROUND.
 HX2852'
 HX2852'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SHREVE NO 1 1957, IS
 HX2852'SET IN A SQUARE CONCRETE POST
 HX2852'WHICH PROJECTS 4 INCHES.  IT IS 12.5 FEET NORTHEAST OF A WITNESS POST
 HX2852'AND 1 FOOT NORTHWEST OF A FENCE
 HX2852'LINE.
 HX2852'
 HX2852'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SHREVE NO 2 1957, IS
 HX2852'SET IN A SQUARE CONCRETE POST
 HX2852'WHICH PROJECTS 3 INCHES.  IT IS 17 FEET SOUTHWEST OF A WITNESS POST
 HX2852'AND 1 FOOT NORTHWEST OF A FENCE
 HX2852'LINE.
 HX2852'
 HX2852'AZIMUTH MARK IS A STANDARD DISK STAMPED SHREVE 1957, SET IN A SQUARE
 HX2852'CONCRETE POST WHICH PROJECTS 1
 HX2852'INCH.  IT IS 2.5 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE BARN
 HX2852'AND 1 FOOT WEST OF THE WEST EDGE OF
 HX2852'THE BARN.
 HX2852'
 HX2852'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST, DOWNHILL,
 HX2852'FOR 0.2 MILE TO THE GATE, (AT
 HX2852'THE END OF TRUCK TRAVEL FOR TWO WHEEL DRIVE) TURN RIGHT THROUGH GATE
 HX2852'FOR 0.15 MILE TO A GATE AND A BARN
 HX2852'ON THE RIGHT AND THE AZIMUTH MARK AT THE SOUTHEAST
 HX2852'CORNER OF THE BARN.
 HX2852'
 HX2852'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3111 ***********************************************************************
 HX3111  DESIGNATION -  SIMMS
 HX3111  PID         -  HX3111
 HX3111  STATE/COUNTY-  WV/PUTNAM
 HX3111  USGS QUAD   -  SAINT ALBANS (1976)
 HX3111
 HX3111                         *CURRENT SURVEY CONTROL
 HX3111  ___________________________________________________________________
 HX3111* NAD 83(1995)-  38 27 11.48638(N)    081 50 26.31630(W)     ADJUSTED  
 HX3111* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 HX3111  ___________________________________________________________________
 HX3111  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 HX3111  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HX3111
 HX3111  HORZ ORDER  -  FIRST
 HX3111
 HX3111.The horizontal coordinates were established by classical geodetic methods
 HX3111.and adjusted by the National Geodetic Survey in April 1998..
 HX3111
 HX3111.The orthometric height was scaled from a topographic map.
 HX3111
 HX3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3111
 HX3111.The geoid height was determined by GEOID03.
 HX3111
 HX3111;                    North         East     Units Scale Factor Converg.
 HX3111;SPC WV S     -   161,621.722   526,626.570   MT  0.99993664   -0 31 10.9
 HX3111;UTM  17      - 4,256,434.054   426,649.664   MT  0.99966626   -0 31 22.1
 HX3111
 HX3111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3111!SPC WV S     -   0.99995584  x   0.99993664  =   0.99989248
 HX3111!UTM  17      -   0.99995584  x   0.99966626  =   0.99962212
 HX3111
 HX3111:                Primary Azimuth Mark                     Grid Az
 HX3111:SPC WV S     -  RYAN RESET                               147 41 26.4
 HX3111:UTM  17      -  RYAN RESET                               147 41 37.6
 HX3111
 HX3111|---------------------------------------------------------------------|
 HX3111| PID    Reference Object                     Distance      Geod. Az  |
 HX3111|                                                           dddmmss.s |
 HX3111| HX3116 RYAN RESET                          APPROX. 7.6 KM 1471015.5 |
 HX3111|---------------------------------------------------------------------|
 HX3111
 HX3111                          SUPERSEDED SURVEY CONTROL
 HX3111
 HX3111  NAD 83(1995)-  38 27 11.49188(N)    081 50 26.32223(W) AD(       ) 1
 HX3111  NAD 83(1986)-  38 27 11.49426(N)    081 50 26.32243(W) AD(       ) 1
 HX3111  NAD 27      -  38 27 11.16600(N)    081 50 26.84900(W) AD(       ) 1
 HX3111
 HX3111.Superseded values are not recommended for survey control.
 HX3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3111.See file dsdata.txt to determine how the superseded data were derived.
 HX3111
 HX3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2665056434(NAD 83)
 HX3111_MARKER: DS = TRIANGULATION STATION DISK
 HX3111_SETTING: 0 = UNSPECIFIED SETTING
 HX3111
 HX3111  HISTORY     - Date     Condition        Report By
 HX3111  HISTORY     - 1891     MONUMENTED       CGS
 HX3111  HISTORY     - 1929     SEE DESCRIPTION  USE
 HX3111  HISTORY     - 1939     MARK NOT FOUND   CGS
 HX3111  HISTORY     - 1944     SEE DESCRIPTION  CGS
 HX3111  HISTORY     - 1945     POOR             CGS
 HX3111
 HX3111                          STATION DESCRIPTION
 HX3111
 HX3111'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (WBF)
 HX3111'ON THE W SIDE OF THE
 HX3111'KANAWHA RIVER ON
 HX3111'THE HIGHEST POINT OF THE FIRST RIVER HILL ABOUT 2
 HX3111'MILES N OR DOWN THE RIVER FROM
 HX3111'SCARY.  THE STATION IS ON LAND BELONGING
 HX3111'TO ROBERT SIMMS.  THE STATION IS MARKED BY A NAIL
 HX3111'SET IN
 HX3111'CONCRETE AT THE CENTER OF THE TOP OF A TILE 6 INCHES IN DIAMETER
 HX3111'AND 2 FEET LONG.
 HX3111'THE TILE IS FILLED WITH CONCRETE AND IS SET
 HX3111'FLUSH WITH THE SURFACE OF THE
 HX3111'GROUND.  THE UNDERGROUND MARK IS AN
 HX3111'EARTHENWARE PYRAMID SET ABOUT 3 FEET BELOW THE
 HX3111'SURFACE.  THERE
 HX3111'ARE FOUR REFERENCE MARKS SIMILAR TO THE SURFACE MARK AT THE
 HX3111'STATION, EXCEPT
 HX3111'THE TILES ARE ONLY 4 INCHES IN DIAMETER.  THE REFERENCE
 HX3111'MARKS ARE AT THE
 HX3111'FOLLOWING DISTANCES AND DIRECTIONS FROM THE
 HX3111'STATION- 1.78 METERS N, 2.29 METERS
 HX3111'E, 1.81 METERS S, AND 2.09 METERS W.
 HX3111
 HX3111                          STATION RECOVERY (1929)
 HX3111
 HX3111'RECOVERY NOTE BY US ENGINEERS 1929 (LHF)
 HX3111'THE STATION NAMED SIMMS WAS FOUND ALTHOUGH THE HILL ON WHICH
 HX3111'IT IS SITUATED HAS
 HX3111'BEEN CLEARED AND PLOWED AND THE MONUMENTS HAVE
 HX3111'BEEN BROKEN OFF ABOUT 1-1/2 FEET
 HX3111'BELOW THE GROUND SURFACE.  THERE
 HX3111'WAS NOTHING TO WITNESS THIS STATION TO, EXCEPT A
 HX3111'SMALL TREE THAT
 HX3111'WAS ALMOST DEAD AND IN VIEW OF THE BAD CONDITION OF THE MONUMENTS
 HX3111'NOTHING WAS DONE WITH IT.
 HX3111
 HX3111                          STATION RECOVERY (1939)
 HX3111
 HX3111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (AAA)
 HX3111'KNOB VISITED.  NO RECOVERY MADE.  IMPOSSIBLE
 HX3111'TO FIND ORIGINAL
 HX3111'STATION OR REFERENCES.  A NUMBER OF MEN CONTACTED
 HX3111'LOCALLY KNEW NOTHING OF THE
 HX3111'WHEREABOUTS OF THE STATION.  DIGGING
 HX3111'WAS DONE NEAR THE TOWER FOR THE TRANSMISSION
 HX3111'LINE AND PARTICLES OF
 HX3111'CONCRETE WERE FOUND AT APPROXIMATELY 16 INCHES UNDERGROUND.
 HX3111
 HX3111                          STATION RECOVERY (1944)
 HX3111
 HX3111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (MZB)
 HX3111'THE GENERAL LOCATION OF THE STATION IS EASILY
 HX3111'IDENTIFIED WITH
 HX3111'THE ORIGINAL DESCRIPTION AND CONDITIONS IN THE IMMEDIATE
 HX3111'VICINITY OF THE STATION IS AS
 HX3111'DESCRIBED BY L.H. FITTS,
 HX3111'ASST. ENGR., U.S.E., 1929.
 HX3111'
 HX3111'NO INDICATIONS OF THE OLD STATION LOCATION, WHICH WOULD JUSTIFY
 HX3111'DIGGING, WERE
 HX3111'FOUND BY THE RECONNAISSANCE PARTY, NEITHER COULD
 HX3111'ANY LOCAL INFORMATION BE
 HX3111'OBTAINED REGARDING THE EXACT LOCATION.
 HX3111'A NEW SELECTION FOR SIMMS 2 WAS MADE FOR
 HX3111'THE PURPOSE OF A RECOVERY
 HX3111'AND CONNECTION TO SIMMS 1891.
 HX3111'
 HX3111'TO REACH THE STATION FROM ST. ALBANS, GO W ON U.S. HIGHWAY 60
 HX3111'1.9 MILES TO
 HX3111'JUNCTION OF STATE HIGHWAY 17, TURN RIGHT ON STATE
 HX3111'HIGHWAY 17 2.75 MILES TO FORKS,
 HX3111'KEEP RIGHT FORK, HIGHWAY 17, FOR
 HX3111'1.6 MILES TO MR. CLARKS (PROPERTY OWNERS) HOUSE ON
 HX3111'THE RIGHT.
 HX3111'FROM THIS POINT THERE IS AN OLD ROAD LEADING LEFT THROUGH FARM
 HX3111'YARD AND PASTURE
 HX3111'AROUND THE BASE OF THE HILL AND FOLLOWS ALONG THE
 HX3111'E SIDE OF THE HILL, WORKING ITS WAY
 HX3111'W TO THE HIGHEST POINT AND STATION
 HX3111'SITE NEAR TWO HIGH-LINE POLES.  STATION SITE IS 14
 HX3111'PACES NW
 HX3111'OF THE MOST W POLE.
 HX3111
 HX3111                          STATION RECOVERY (1945)
 HX3111
 HX3111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HX3111'THIS STATION WAS RECOVERED IN POOR CONDITION.
 HX3111'THE TOP OF THE
 HX3111'SURFACE MARK, WHICH IS A 6-INCH TILE FILLED WITH
 HX3111'CONCRETE, WAS BROKEN OFF ABOUT 6
 HX3111'INCHES BELOW THE SURFACE OF THE
 HX3111'GROUND.  THE REFERENCE MARKS MENTIONED IN THE
 HX3111'ORIGINAL DESCRIPTION
 HX3111'WERE NOT RECOVERED.  A DISTANCE AND DIRECTION WERE TAKEN FROM
 HX3111'STATION SIMMS 2
 HX3111'1944 TO THE CENTER OF THE TILE, WHICH MARKS THE OLD
 HX3111'POSITION.  THE DISTANCE IS
 HX3111'3.106 METERS (10.19 FEET).  NOTHING WAS
 HX3111'DONE TO THIS MARK, SINCE SIMMS 2 HAS BEEN ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3124 ***********************************************************************
 HX3124  DESIGNATION -  SIMMS 2 AZ MK 2
 HX3124  PID         -  HX3124
 HX3124  STATE/COUNTY-  WV/PUTNAM
 HX3124  USGS QUAD   -  SAINT ALBANS (1976)
 HX3124
 HX3124                         *CURRENT SURVEY CONTROL
 HX3124  ___________________________________________________________________
 HX3124* NAD 83(1995)-  38 27 41.08704(N)    081 50 06.70273(W)     ADJUSTED  
 HX3124* NAVD 88     -       306.8    (meters)    1007.     (feet)  VERTCON   
 HX3124  ___________________________________________________________________
 HX3124  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 HX3124  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HX3124
 HX3124  HORZ ORDER  -  SECOND
 HX3124
 HX3124.The horizontal coordinates were established by classical geodetic methods
 HX3124.and adjusted by the National Geodetic Survey in April 1998..
 HX3124
 HX3124.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3124
 HX3124.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3124
 HX3124.The geoid height was determined by GEOID03.
 HX3124
 HX3124;                    North         East     Units Scale Factor Converg.
 HX3124;SPC WV S     -   162,530.057   527,110.315   MT  0.99993733   -0 30 58.7
 HX3124;UTM  17      - 4,257,342.116   427,133.328   MT  0.99966539   -0 31 10.2
 HX3124
 HX3124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3124!SPC WV S     -   0.99995710  x   0.99993733  =   0.99989443
 HX3124!UTM  17      -   0.99995710  x   0.99966539  =   0.99962250
 HX3124
 HX3124|---------------------------------------------------------------------|
 HX3124| PID    Reference Object                     Distance      Geod. Az  |
 HX3124|                                                           dddmmss.s |
 HX3124| HX3123 SIMMS 2 AZ MK 2 A PT                  8.582 METERS 06640     |
 HX3124| HX3125 SIMMS 2 RM 3                        APPROX. 1.0 KM 2071218.7 |
 HX3124|---------------------------------------------------------------------|
 HX3124
 HX3124                          SUPERSEDED SURVEY CONTROL
 HX3124
 HX3124  NAD 83(1995)-  38 27 41.09258(N)    081 50 06.70874(W) AD(       ) 2
 HX3124  NAD 83(1986)-  38 27 41.09463(N)    081 50 06.70949(W) AD(       ) 2
 HX3124  NAD 27      -  38 27 40.76674(N)    081 50 07.23534(W) AD(       ) 2
 HX3124  NGVD 29 (07/19/86)  307.0    (m)         1007.     (f) VERT ANG       
 HX3124
 HX3124.Superseded values are not recommended for survey control.
 HX3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3124.See file dsdata.txt to determine how the superseded data were derived.
 HX3124
 HX3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2713357342(NAD 83)
 HX3124_MARKER: DD = SURVEY DISK
 HX3124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3124_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HX3124
 HX3124  HISTORY     - Date     Condition        Report By
 HX3124  HISTORY     - 1976     MONUMENTED       NGS
 HX3124
 HX3124                          STATION DESCRIPTION
 HX3124
 HX3124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3124'AN EDM TRAVERSE TIE WAS MADE FROM SIMMS 2 1944 RM 3 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3113 ***********************************************************************
 HX3113  DESIGNATION -  SIMMS 2 RESET
 HX3113  PID         -  HX3113
 HX3113  STATE/COUNTY-  WV/PUTNAM
 HX3113  USGS QUAD   -  SAINT ALBANS (1976)
 HX3113
 HX3113                         *CURRENT SURVEY CONTROL
 HX3113  ___________________________________________________________________
 HX3113* NAD 83(1995)-  38 27 11.41551(N)    081 50 26.40734(W)     ADJUSTED  
 HX3113* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 HX3113  ___________________________________________________________________
 HX3113  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 HX3113  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HX3113
 HX3113  HORZ ORDER  -  FIRST
 HX3113
 HX3113.The horizontal coordinates were established by classical geodetic methods
 HX3113.and adjusted by the National Geodetic Survey in April 1998..
 HX3113
 HX3113.The orthometric height was scaled from a topographic map.
 HX3113
 HX3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3113
 HX3113.The geoid height was determined by GEOID03.
 HX3113
 HX3113;                    North         East     Units Scale Factor Converg.
 HX3113;SPC WV S     -   161,619.557   526,624.343   MT  0.99993664   -0 31 10.9
 HX3113;UTM  17      - 4,256,431.889   426,647.437   MT  0.99966626   -0 31 22.1
 HX3113
 HX3113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3113!SPC WV S     -   0.99995584  x   0.99993664  =   0.99989248
 HX3113!UTM  17      -   0.99995584  x   0.99966626  =   0.99962212
 HX3113
 HX3113|---------------------------------------------------------------------|
 HX3113| PID    Reference Object                     Distance      Geod. Az  |
 HX3113|                                                           dddmmss.s |
 HX3113| HX3125 SIMMS 2 RM 3                          8.786 METERS 07624     |
 HX3113| DC4316 SIMMS 2 RM 2                         20.944 METERS 09642     |
 HX3113| HX3110 NITRO VISCOSE CO WATER TANK         APPROX. 2.4 KM 1864238.3 |
 HX3113| DC4315 SIMMS 2 AZ MK                                      2083027.4 |
 HX3113| DC4317 SIMMS 2 RM 4                          8.841 METERS 33429     |
 HX3113| DC4314 SIMMS 2 RM 1                         20.230 METERS 34440     |
 HX3113|---------------------------------------------------------------------|
 HX3113
 HX3113                          SUPERSEDED SURVEY CONTROL
 HX3113
 HX3113  NAD 83(1995)-  38 27 11.42101(N)    081 50 26.41328(W) AD(       ) 1
 HX3113  NAD 83(1986)-  38 27 11.42313(N)    081 50 26.41381(W) AD(       ) 1
 HX3113  NAD 27      -  38 27 11.09500(N)    081 50 26.94000(W) AD(       ) 1
 HX3113
 HX3113.Superseded values are not recommended for survey control.
 HX3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3113.See file dsdata.txt to determine how the superseded data were derived.
 HX3113
 HX3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2664756432(NAD 83)
 HX3113_MARKER: DS = TRIANGULATION STATION DISK
 HX3113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3113
 HX3113  HISTORY     - Date     Condition        Report By
 HX3113  HISTORY     - 1944     MONUMENTED       CGS
 HX3113  HISTORY     - 1945     GOOD             CGS
 HX3113  HISTORY     - 1948     GOOD             CGS
 HX3113  HISTORY     - 1960     GOOD             CGS
 HX3113  HISTORY     - 1976     POOR             NGS
 HX3113  HISTORY     - 1982     GOOD             LOCENG
 HX3113
 HX3113                          STATION DESCRIPTION
 HX3113
 HX3113'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3113'STATION IS LOCATED
 HX3113'4.5 MILES N OF
 HX3113'SAINT ALBANS, ON A BARE HILL, ABOUT 0.5 MILE NW OF
 HX3113'THE KANAWHA RIVER.  THE LAND IS
 HX3113'OWNED BY MR. GLENN T. CLARK.  THE
 HX3113'MARK IS ON THE HIGHEST PART OF THE HILL WHERE A
 HX3113'POWERLINE CROSSES
 HX3113'OVER THE TOP.  IT IS 45 FEET W OF THE MOST W OF TWIN
 HX3113'POWER-TRANSMISSION
 HX3113'LINE POLES AND 4 FEET NNW OF A WITNESS POST.  THE DISK IS
 HX3113'STAMPED SIMMS 2 1944.
 HX3113'
 HX3113'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HX3113'DISKS SET IN CONCRETE.
 HX3113'
 HX3113'REFERENCE MARK 1 IS NEAR THE RIM OF THE HILL.  THE DISK IS
 HX3113'STAMPED SIMMS NO 1 1944.
 HX3113'
 HX3113'REFERENCE MARK 2 IS UNDER POWER LINE.  THE DISK IS STAMPED
 HX3113'SIMMS NO 2 1944.
 HX3113'
 HX3113'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF THE PAVED HIGHWAY, 28
 HX3113'FEET S OF THE SW
 HX3113'CORNER OF A SERVICE STATION, AND 29 FEET E OF THE
 HX3113'CENTER LINE OF THE HIGHWAY.  THE
 HX3113'DISK IS STAMPED SIMMS 1944.
 HX3113'
 HX3113'TO REACH THE STATION FROM SAINT ALBANS, GO N ON U.S. HIGHWAY
 HX3113'60 FOR ABOUT 2
 HX3113'MILES TO THE JUNCTION OF STATE HIGHWAY 17, TURN
 HX3113'RIGHT AND FOLLOW HIGHWAY 17 FOR
 HX3113'2.75 MILES TO A FORK, TAKE THE
 HX3113'RIGHT FORK FOR 0.65 MILE TO THE AZIMUTH MARK ON
 HX3113'THE RIGHT.  CONTINUE
 HX3113'0.95 MILE TO THE HOME OF MR. CLARK ON THE RIGHT AND A GATE
 HX3113'INTO A SMALL
 HX3113'FENCED PASTURE ON THE LEFT.  PASS THROUGH THE GATE
 HX3113'AND GO UP THE HILL ABOUT 50
 HX3113'YARDS TO ANOTHER GATE IN A FENCE CORNER
 HX3113'ON THE LEFT.  TURN LEFT THROUGH THIS GATE AND
 HX3113'GO ABOUT 100
 HX3113'FEET, THEN TURN SHARP RIGHT ON A ROUGH ROCK ROAD.  FOLLOW THIS
 HX3113'ROAD E
 HX3113'WINDING AND WORKING ITS WAY W TO THE TOP OF THE BARE HILL
 HX3113'AND STATION.  (DISTANCE
 HX3113'FROM THE PAVED HIGHWAY TO THE STATION IS
 HX3113'ABOUT 1.0 MILE BY THIS ROAD.)
 HX3113'
 HX3113'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HX3113
 HX3113                          STATION RECOVERY (1945)
 HX3113
 HX3113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HX3113'STATION WAS RECOVERED AS DESCRIBED IN 1944
 HX3113'AND ALL MARKS WERE
 HX3113'FOUND IN EXCELLENT CONDITION.  THE STATION WAS
 HX3113'OCCUPIED AT THIS TIME TO OBSERVE A
 HX3113'DIRECTION AND MEASURE THE DISTANCE
 HX3113'TO SIMMS 1891.  A COMPLETE DESCRIPTION FOLLOWS-
 HX3113'
 HX3113'STATION IS LOCATED 4.5 MILES N OF ST. ALBANS ON A BARE HILL
 HX3113'ABOUT 0.5 MILE NW
 HX3113'OF THE KANAWHA RIVER.  THE LAND IS OWNED BY MR.
 HX3113'GLENN T. CLARK.  THE MARK IS
 HX3113'SITUATED IN THE HIGHEST PART OF THE
 HX3113'HILL WHERE A HIGH LINE CROSSES OVER THE TOP.
 HX3113'IT IS 45 FEET W OF
 HX3113'THE MOST W OF THE TWIN POWER LINE POLES AND 4 FEET NNW OF A
 HX3113'STANDARD WITNESS
 HX3113'POST.  THE DISK IS STAMPED SIMMS 2 1944.
 HX3113'
 HX3113'REFERENCE MARK 1 IS 66.37 FEET N OF THE STATION NEAR THE RIM
 HX3113'OF THE HILL.  THE
 HX3113'DISK IS STAMPED SIMMS 2 NO 1 1944.
 HX3113'
 HX3113'REFERENCE MARK 2 IS 68.72 FEET E OF THE STATION UNDER THE
 HX3113'HIGH LINE.  THE
 HX3113'DISK IS STAMPED SIMMS 2 NO 2 1944.
 HX3113'
 HX3113'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SW OF THE STATION
 HX3113'ON THE
 HX3113'RIGHT-OF-WAY OF PAVED STATE HIGHWAY 17.  IT IS 28 FEET S OF
 HX3113'THE SW CORNER OF A CEMENT
 HX3113'BLOCK HOUSE WHICH WAS FORMERLY A SERVICE
 HX3113'STATION AND 29 FEET E OF THE APPROXIMATE
 HX3113'CENTER OF THE HIGHWAY.
 HX3113'THE DISK IS STAMPED SIMMS 2 1944.
 HX3113'
 HX3113'A TRAVERSE TIE WAS MADE TO SIMMS 1891, DISTANCE 3.106 METERS.
 HX3113'
 HX3113'TO REACH STATION FROM ST. ALBANS, GO N ON U.S. HIGHWAY 60
 HX3113'FOR ABOUT 2.0
 HX3113'MILES TO THE JUNCTION OF STATE HIGHWAY 17.  TURN
 HX3113'RIGHT AND FOLLOW STATE HIGHWAY
 HX3113'17 FOR 2.75 MILES TO A FORK.  TAKE
 HX3113'THE RIGHT FORK (STATE HIGHWAY 17) AND GO 0.65
 HX3113'MILE TO THE AZIMUTH
 HX3113'MARK ON THE RIGHT.  CONTINUE AHEAD 0.95 MILE TO THE HOME OF MR.
 HX3113'CLARK ON THE
 HX3113'RIGHT AND A GATE INTO A SMALL FENCED PASTURE ON THE
 HX3113'LEFT.  PASS THROUGH THE GATE
 HX3113'AND GO UP HILL ABOUT 50 YARDS TO
 HX3113'ANOTHER GATE IN A FENCE CORNER ON THE LEFT.
 HX3113'TURN LEFT THROUGH
 HX3113'THIS GATE AND GO ABOUT 100 FEET, THEN TURN SHARP RIGHT ON A
 HX3113'ROUGH ROCK
 HX3113'ROAD.  FOLLOW THIS ROAD E WINDING AND WORKING ITS WAY W TO
 HX3113'THE TOP OF THE BARE
 HX3113'HILL AND STATION AS DESCRIBED.  (DISTANCE FROM
 HX3113'THE PAVED HIGHWAY TO THE STATION BY
 HX3113'THIS ROAD IS ABOUT 1.0 MILE.)
 HX3113'
 HX3113'*SYMNS 1891 WAS OBSERVED IN 1945.
 HX3113
 HX3113                          STATION RECOVERY (1948)
 HX3113
 HX3113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 HX3113'STATION WAS RECOVERED AS DESCRIBED AND ALL
 HX3113'MARKS WERE FOUND
 HX3113'IN GOOD CONDITION.  NO DISTANCES WERE MEASURED AND NO OBSERVATIONS
 HX3113'WERE MADE DUE TO A VERY HEAVY FOG.
 HX3113'THE TO REACH TO THIS STATION WAS CHECKED AND FOUND TO BE
 HX3113'CORRECT.
 HX3113
 HX3113                          STATION RECOVERY (1960)
 HX3113
 HX3113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 HX3113'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  REFERENCE
 HX3113'MARKS NOS. 1 AND 2
 HX3113'WERE FOUND REVERSED IN DIRECTION.  THE AZIMUTH MARK WAS DESTROYED
 HX3113'BY REQUEST OF THE WEST VIRGINIA
 HX3113'HIGHWAY DEPARTMENT AND NO NEW AZIMUTH MARK WAS SET.
 HX3113'TWO WATER TANKS WERE OBSERVED ON AT THIS TIME TO
 HX3113'BE USED AS AZIMUTH STATIONS.  A COMPLETE
 HX3113'NEW DESCRIPTION FOLLOWS-
 HX3113'
 HX3113'STATION IS LOCATED ABOUT 4.5 MILES NORTH OF ST. ALBANS ON A BARE HILL
 HX3113'ABOUT 0.5 MILE NORTHWEST OF
 HX3113'THE KANAWHA RIVER AND WHERE THE POWER LINE CROSSES OVER THE TOP OF
 HX3113'THE HILL.  IT IS 44.5 FEET WEST OF
 HX3113'THE MOST WESTERLY POLE OF THE POWER LINE.  THE MARK
 HX3113'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SIMMS
 HX3113'2 1944.
 HX3113'
 HX3113'REFERENCE MARK NO. 1 IS 66.37 FEET EAST OF THE STATION ON THE BARE
 HX3113'RIM OF THE HILL.  IT IS 24.5 FEET
 HX3113'NORTHEAST OF THE MOST EASTERLY POLE.  THE MARK PROJECTS ABOUT 4
 HX3113'INCHES AND THE DISK IS STAMPED
 HX3113'SIMMS 2 NO 1 1944.
 HX3113'
 HX3113'REFERENCE MARK NO. 2 IS 68.72 FEET NORTH OF THE STATION ON THE NORTH
 HX3113'SLOPE OF THE HILL AND IN A
 HX3113'THICKLY BRUSH COVERED AREA.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 HX3113'DISK IS STAMPED SIMMS NO 2 1944.
 HX3113'(THIS MARK WAS NOT OBSERVED ON AT HIS TIME)
 HX3113'
 HX3113'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.  THE VISCOSE COMPANY
 HX3113'WATER TANK WAS RECHECKED AND
 HX3113'CAN BE USED AS AN AZIMUTH MARK.
 HX3113'
 HX3113'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HX3113'HIGHWAY 17 ABOUT ONE MILE NORTH
 HX3113'OF ST. ALBANS.  GO NORTH ON ROUTE 17 FOR 4.9 MI. TO AN OLD BARN ON
 HX3113'THE LEFT JUST BEFORE REACHING A
 HX3113'CURVE IN THE HIGHWAY TO THE LEFT AND A PIPELINE ROAD
 HX3113'ON THE SOUTH SIDE OF THE BARN LEADING UP THE
 HX3113'MOUNTAIN.  TURN LEFT AND FOLLOW THE PIPELINE
 HX3113'ROAD UP HILL FOR 1.8 MILES TO THE SECOND RIDGE AND TWO POWER
 HX3113'POLES AND THE STATION AS
 HX3113'DESCRIBED.  (NOTE- THIS 1.8 MILES CAN BE DRIVEN IN A FOUR WHEEL DRIVE
 HX3113'IN GOOD WEATHER.  IF PACKED IT WILL
 HX3113'REQUIRE ABOUT 2 HOURS TIME.)
 HX3113
 HX3113                          STATION RECOVERY (1976)
 HX3113
 HX3113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3113'THE STATION WAS FOUND LEANING. NEW REFERENCE MARKS 3 AND 4 WERE
 HX3113'ESTABLISHED. DUE TO LOCATION OF STATION, REFERENCE MARK 3 NOW
 HX3113'SERVES AS THE STATION.  FOR A COMPLETE DETAILED DESCRIPTION SEE
 HX3113'SIMMS 2 1944 RM 3 1976.
 HX3113'
 HX3113'THE SURFACE STATION MARK WAS REPLACED HOLDING THE EXACT
 HX3113'POINT OF THE UNDERGROUND MARK FOR PLUMB.
 HX3113'A TRAVERSE TIE WAS MADE BETWEEN THE STATION AND SIMMS 2 1944
 HX3113'RM 3 1976.
 HX3113
 HX3113                          STATION RECOVERY (1982)
 HX3113
 HX3113'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (RN)
 HX3113'SIMMS 2 1944 FOUND IN GOOD CONDITION.  FOUND NEW REFERENCE MONUMENTS
 HX3113'(IN GOOD COND.) THAT ARE NOT DESCRIBED.  AZIMUTH WATER TOWER STILL
 HX3113'IN PLACE.
 HX3113'
 HX3113'ACCESSIBLE VIA 4-WHEEL BY USING ASH PONDS BEING CONSTRUCTED BY
 HX3113'APPALACHIAN POWER CO.
 HX3113'
 HX3113'DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION IS LOCATED 4.5
 HX3113'MILES N OF ST. ALBANS, ON HILL NEAR POWER TRANS. POWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3125 ***********************************************************************
 HX3125  DESIGNATION -  SIMMS 2 RM 3
 HX3125  PID         -  HX3125
 HX3125  STATE/COUNTY-  WV/PUTNAM
 HX3125  USGS QUAD   -  SAINT ALBANS (1976)
 HX3125
 HX3125                         *CURRENT SURVEY CONTROL
 HX3125  ___________________________________________________________________
 HX3125* NAD 83(1995)-  38 27 11.48250(N)    081 50 26.05515(W)     ADJUSTED  
 HX3125* NAVD 88     -       315.3    (meters)    1034.     (feet)  VERTCON   
 HX3125  ___________________________________________________________________
 HX3125  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 HX3125  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HX3125
 HX3125  HORZ ORDER  -  FIRST
 HX3125
 HX3125.The horizontal coordinates were established by classical geodetic methods
 HX3125.and adjusted by the National Geodetic Survey in April 1998..
 HX3125
 HX3125.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3125
 HX3125.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3125
 HX3125.The geoid height was determined by GEOID03.
 HX3125
 HX3125;                    North         East     Units Scale Factor Converg.
 HX3125;SPC WV S     -   161,621.545   526,632.900   MT  0.99993664   -0 31 10.7
 HX3125;UTM  17      - 4,256,433.876   426,655.993   MT  0.99966625   -0 31 21.9
 HX3125
 HX3125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3125!SPC WV S     -   0.99995576  x   0.99993664  =   0.99989241
 HX3125!UTM  17      -   0.99995576  x   0.99966625  =   0.99962203
 HX3125
 HX3125:                Primary Azimuth Mark                     Grid Az
 HX3125:SPC WV S     -  SIMMS 2 AZ MK 2                          027 43 17.3
 HX3125:UTM  17      -  SIMMS 2 AZ MK 2                          027 43 28.5
 HX3125
 HX3125|---------------------------------------------------------------------|
 HX3125| PID    Reference Object                     Distance      Geod. Az  |
 HX3125|                                                           dddmmss.s |
 HX3125| HX3124 SIMMS 2 AZ MK 2                     APPROX. 1.0 KM 0271206.6 |
 HX3125| HX3122 NITRO JOHN AMOS STACK               APPROX. 2.7 KM 0340642.2 |
 HX3125| HX3104 CHARLESTON ATT MICROWAVE            APPROX.10.6 KM 1231750.1 |
 HX3125| HX3113 SIMMS 2 RESET                         8.786 METERS 25624     |
 HX3125| DC4317 SIMMS 2 RM 4                         13.693 METERS 29534     |
 HX3125|---------------------------------------------------------------------|
 HX3125
 HX3125                          SUPERSEDED SURVEY CONTROL
 HX3125
 HX3125  NAD 83(1995)-  38 27 11.48801(N)    081 50 26.06108(W) AD(       ) 1
 HX3125  NAD 83(1986)-  38 27 11.49010(N)    081 50 26.06176(W) AD(       ) 1
 HX3125  NAD 27      -  38 27 11.16199(N)    081 50 26.58782(W) AD(       ) 1
 HX3125  NGVD 29 (07/19/86)  315.5    (m)         1035.     (f) VERT ANG       
 HX3125
 HX3125.Superseded values are not recommended for survey control.
 HX3125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3125.See file dsdata.txt to determine how the superseded data were derived.
 HX3125
 HX3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2665656434(NAD 83)
 HX3125_MARKER: DD = SURVEY DISK
 HX3125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HX3125
 HX3125  HISTORY     - Date     Condition        Report By
 HX3125  HISTORY     - 1976     MONUMENTED       NGS
 HX3125
 HX3125                          STATION DESCRIPTION
 HX3125
 HX3125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3125'STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF ST. ALBENS ON A
 HX3125'BARE HILL AND BETWEEN TWO HIGHLINE TOWERS THAT RUN
 HX3125'NORTHEAST AND SOUTHWEST.  STATION IS ON PROPERTY OWNED BY
 HX3125'APPALACHIAN POWER COMPANY, PHONE NUMBER 348-5747.
 HX3125'
 HX3125'TO REACH THE STATION FROM INTERSTATE HIGHWAY 64 AND
 HX3125'U.S. HIGHWAY 35, GO SOUTH ON U.S. HIGHWAY 35 FOR 0.9 MILE TO A
 HX3125'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 1.35 MILES TO A
 HX3125'FORK, KEEP RIGHT FORK AND GO NORTH FOR 0.6 MILE ON THE MACADAM
 HX3125'ROAD TO A SIDE ROAD RIGHT.  TURN RIGHT, PASSING THROUGH GATE, AND
 HX3125'GO EASTERLY ON GRAVELED ROAD FOR 0.5 MILE (PASSING THROUGH GUN
 HX3125'CLUB PROPERTY) TO A LOCKED GATE.  PASS THROUGH GATE AND GO EAST
 HX3125'ON TRACK ROAD FOR 1.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 HX3125'CONTINUE SOUTHERLY ON TRACK ROAD FOR 0.9 MILE TO TOP OF HILL
 HX3125'AND STATION.
 HX3125'
 HX3125'STATION MARKS ARE STANDARD REFERENCE DISKS STAMPED---SIMMS 2
 HX3125'1944 RM 3 1976---.  THE SURFACE DISK IS SET IN THE TOP OF A
 HX3125'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 HX3125'ABOVE THE GROUND SURFACE.  IT IS 52.0 FEET EAST OF THE NORTH
 HX3125'EAST LEG OF A POWERLINE TOWER AND 2.5 FEET SOUTHWEST OF A METAL
 HX3125'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 HX3125'IRREGULAR MAST OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND.
 HX3125'
 HX3125'SIMMS 2 1944 1976 ARE STANDARD STATION DISKS.  THE SURFACE DISK
 HX3125'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HX3125'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 32.8 FEET
 HX3125'EAST OF THE NORTHEAST LEG OF THE POWERLINE TOWER, 2.8 FEET
 HX3125'NORTHEAST OF A METAL WITNESS POST AND ON THE HIGHEST PART OF
 HX3125'THE HILL.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HX3125'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 HX3125'THE SURFACE DISK IS STAMPED---SIMMS 2 1944 1976---, AND THE
 HX3125'UNDERGROUND DISK IS STAMPED---SIMMS 2 1944---.
 HX3125'
 HX3125'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---SIMMS 2 1944 NO 4
 HX3125'1976---, SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HX3125'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 7.0 FEET
 HX3125'NORTHEAST OF THE NORTHEAST LEG OF THE POWERLINE TOWER, 2.5 FEET
 HX3125'SOUTHEAST OF A METAL WITNESS POST AND ABOUT THE SAME ELEVATION
 HX3125'AS THE STATION MARK.
 HX3125'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED---SIMMS
 HX3125'1944 AZ 1976---, SET IN A 12-INCH CYLINDRICAL CONCRETE
 HX3125'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 9.0
 HX3125'FEET WEST OF THE TRACK ROAD AND 3.0 FEET EAST-SOUTHEAST OF A
 HX3125'METAL WITNESS POST.
 HX3125'
 HX3125'A TRAVERSE TIE WAS MADE TO SIMMS 2 1944.
 HX3125'HEIGHT OF LIGHT ABOVE THE MARK WAS 01.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2257 ***********************************************************************
 HY2257  DESIGNATION -  SIMON
 HY2257  PID         -  HY2257
 HY2257  STATE/COUNTY-  WV/LINCOLN
 HY2257  USGS QUAD   -  HAMLIN (1989)
 HY2257
 HY2257                         *CURRENT SURVEY CONTROL
 HY2257  ___________________________________________________________________
 HY2257* NAD 83(1995)-  38 17 45.00369(N)    082 03 27.71939(W)     ADJUSTED  
 HY2257* NAVD 88     -       356.8    (meters)    1171.     (feet)  VERTCON   
 HY2257  ___________________________________________________________________
 HY2257  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 HY2257  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HY2257
 HY2257  HORZ ORDER  -  THIRD
 HY2257
 HY2257.The horizontal coordinates were established by classical geodetic methods
 HY2257.and adjusted by the National Geodetic Survey in April 1998..
 HY2257
 HY2257.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2257
 HY2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2257
 HY2257.The geoid height was determined by GEOID03.
 HY2257
 HY2257;                    North         East     Units Scale Factor Converg.
 HY2257;SPC WV S     -   144,350.963   507,482.771   MT  0.99992756   -0 39 13.9
 HY2257;UTM  17      - 4,239,168.376   407,509.839   MT  0.99970535   -0 39 19.9
 HY2257
 HY2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2257!SPC WV S     -   0.99994921  x   0.99992756  =   0.99987678
 HY2257!UTM  17      -   0.99994921  x   0.99970535  =   0.99965458
 HY2257
 HY2257|---------------------------------------------------------------------|
 HY2257| PID    Reference Object                     Distance      Geod. Az  |
 HY2257|                                                           dddmmss.s |
 HY2257| DC2411 SIMON RM 1                           14.838 METERS 02728     |
 HY2257| HY2261 PIGEON RESET                        APPROX. 7.5 KM 1855905.1 |
 HY2257| DC2412 SIMON RM 2                           14.903 METERS 25131     |
 HY2257|---------------------------------------------------------------------|
 HY2257
 HY2257                          SUPERSEDED SURVEY CONTROL
 HY2257
 HY2257  NAD 83(1995)-  38 17 45.00749(N)    082 03 27.72279(W) AD(       ) 3
 HY2257  NAD 83(1986)-  38 17 45.01105(N)    082 03 27.72498(W) AD(       ) 3
 HY2257  NAD 27      -  38 17 44.68980(N)    082 03 28.23370(W) AD(       ) 3
 HY2257  NGVD 29 (07/19/86)  357.0    (m)         1171.     (f) VERT ANG       
 HY2257
 HY2257.Superseded values are not recommended for survey control.
 HY2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2257.See file dsdata.txt to determine how the superseded data were derived.
 HY2257
 HY2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC0751039168(NAD 83)
 HY2257_MARKER: DS = TRIANGULATION STATION DISK
 HY2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2257
 HY2257  HISTORY     - Date     Condition        Report By
 HY2257  HISTORY     - 1957     MONUMENTED       CGS
 HY2257
 HY2257                          STATION DESCRIPTION
 HY2257
 HY2257'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2257'STATION IS APPROXIMATELY 3 MILES EAST NORTHEAST OF HAMLIN, ON A HIGH
 HY2257'HILL JUST WEST OF STATE HIGHWAY 34 AND NEAR THE HEAD OF BIG CREEK
 HY2257'AND SIMON BRANCH.
 HY2257'
 HY2257'TO REACH FROM THE TRAFFIC LIGHT AND THE POST OFFICE IN HAMLIN, GO
 HY2257'EAST ON STATE HIGHWAY 3 FOR 1.9 MILES TO THE JUNCTION OF STATE
 HY2257'HIGHWAY 34, TURN LEFT ON STATE HIGHWAY 34 AND GO 1.7 MILES TO MR.
 HY2257'J.E. BILLUPS HOUSE ON THE LEFT, AT THE NORTH EDGE OF A DEEP CUT, AND
 HY2257'END OF TRUCK TRAVEL.  PACK PAST MR. BILLUPS HOUSE, WEST, UP STEEP
 HY2257'SIDE OF HILL TO A TRAIL (ABOUT 100 YARDS), THEN PACK TO LEFT UP HILL
 HY2257'ON TRAIL FOR ABOUT 10 MINUTES TO THE HIGHEST POINT OF HILL AND
 HY2257'STATION.
 HY2257'
 HY2257'STATION MARKS ARE STANDARD DISKS STAMPED SIMON 1957.  THE SURFACE
 HY2257'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 HY2257'ON THE HIGHEST POINT OF THE HILL, 20 FEET NORTH OF A 12 INCH OAK
 HY2257'TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE.  THE UNDERGROUND DISK
 HY2257'IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE
 HY2257'OF THE GROUND. A STANDARD WITNESS POST WAS SET 4 FEET SOUTH OF THE
 HY2257'MARK.
 HY2257'
 HY2257'REFERENCE MARK NO.1, A STANDARD DISK STAMPED SIMON NO 1 1957, IS SET
 HY2257'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS ON THE
 HY2257'NORTHEAST SLOPE OF THE HILL, 64 FEET NORTHEAST OF A 12 INCH OAK TREE
 HY2257'WITH A TRIANGLE BLAZE ON THE NORTH SIDE.
 HY2257'
 HY2257'REFERENCE MARK NO.2, A STANDARD DISK STAMPED SIMON NO 2 1957, IS SET
 HY2257'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS ON THE
 HY2257'WEST SLOPE OF THE HILL, 55 FEET WEST NORTHWEST OF A 12 INCH OAK TREE
 HY2257'WITH A TRIANGLE BLAZE ON THE NORTH SIDE.
 HY2257'
 HY2257'NOTE--NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 HY2257'
 HY2257'HEIGHT OF LIGHT ABOVE STATION MARK 21.970 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0120 ***********************************************************************
 JX0120  DESIGNATION -  SIMPSON
 JX0120  PID         -  JX0120
 JX0120  STATE/COUNTY-  WV/TAYLOR
 JX0120  USGS QUAD   -  GRAFTON (1976)
 JX0120
 JX0120                         *CURRENT SURVEY CONTROL
 JX0120  ___________________________________________________________________
 JX0120* NAD 83(1986)-  39 16 01.     (N)    080 05 32.     (W)     SCALED    
 JX0120* NAVD 88     -       332.073  (meters)    1089.48   (feet)  ADJUSTED  
 JX0120  ___________________________________________________________________
 JX0120  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JX0120  DYNAMIC HT  -         331.864 (meters)    1088.79  (feet)  COMP
 JX0120  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 JX0120
 JX0120  VERT ORDER  -  SECOND    CLASS 0
 JX0120
 JX0120.The horizontal coordinates were scaled from a topographic map and have
 JX0120.an estimated accuracy of +/- 6 seconds.
 JX0120
 JX0120.The orthometric height was determined by differential leveling
 JX0120.and adjusted by the National Geodetic Survey in June 1991..
 JX0120
 JX0120.The geoid height was determined by GEOID03.
 JX0120
 JX0120.The dynamic height is computed by dividing the NAVD 88
 JX0120.geopotential number by the normal gravity value computed on the
 JX0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0120.degrees latitude (g = 980.6199 gals.).
 JX0120
 JX0120.The modeled gravity was interpolated from observed gravity values.
 JX0120
 JX0120;                    North         East    Units  Estimated Accuracy
 JX0120;SPC WV N     -    85,310.      548,890.      MT  (+/- 180 meters Scaled)
 JX0120
 JX0120                          SUPERSEDED SURVEY CONTROL
 JX0120
 JX0120  NGVD 29 (??/??/92)  332.265  (m)         1090.11   (f) ADJ UNCH    2 0
 JX0120
 JX0120.Superseded values are not recommended for survey control.
 JX0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0120.See file dsdata.txt to determine how the superseded data were derived.
 JX0120
 JX0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND783467(NAD 83)
 JX0120_MARKER: DB = BENCH MARK DISK
 JX0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0120_SP_SET: WALL
 JX0120_STAMPING: SIMPSON 1933
 JX0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0120
 JX0120  HISTORY     - Date     Condition        Report By
 JX0120  HISTORY     - 1933     MONUMENTED       CGS
 JX0120
 JX0120                          STATION DESCRIPTION
 JX0120
 JX0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0120'AT SIMPSON.
 JX0120'ALONG THE GRAFTON TO CLARKSBURG BRANCH OF THE B AND O RAILROAD
 JX0120'AT THE NORTHWEST CORNER OF STATION AT SIMPSON ON A CONCRETE
 JX0120'WALL HOLDING UP STATION PLATFORM, 6 YARDS SOUTH OF CENTERLINE
 JX0120'OF TRACK 1/2 FT. ABOVE LEVEL OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0121 ***********************************************************************
 JX0121  DESIGNATION -  SIMPSON RESET 1942
 JX0121  PID         -  JX0121
 JX0121  STATE/COUNTY-  WV/TAYLOR
 JX0121  USGS QUAD   -  GRAFTON (1976)
 JX0121
 JX0121                         *CURRENT SURVEY CONTROL
 JX0121  ___________________________________________________________________
 JX0121* NAD 83(1986)-  39 16 01.     (N)    080 05 32.     (W)     SCALED    
 JX0121* NAVD 88     -       333.002  (meters)    1092.52   (feet)  ADJUSTED  
 JX0121  ___________________________________________________________________
 JX0121  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JX0121  DYNAMIC HT  -         332.793 (meters)    1091.84  (feet)  COMP
 JX0121  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 JX0121
 JX0121  VERT ORDER  -  FIRST     CLASS II
 JX0121
 JX0121.The horizontal coordinates were scaled from a topographic map and have
 JX0121.an estimated accuracy of +/- 6 seconds.
 JX0121
 JX0121.The orthometric height was determined by differential leveling
 JX0121.and adjusted by the National Geodetic Survey in June 1991..
 JX0121
 JX0121.The geoid height was determined by GEOID03.
 JX0121
 JX0121.The dynamic height is computed by dividing the NAVD 88
 JX0121.geopotential number by the normal gravity value computed on the
 JX0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0121.degrees latitude (g = 980.6199 gals.).
 JX0121
 JX0121.The modeled gravity was interpolated from observed gravity values.
 JX0121
 JX0121;                    North         East    Units  Estimated Accuracy
 JX0121;SPC WV N     -    85,310.      548,890.      MT  (+/- 180 meters Scaled)
 JX0121
 JX0121                          SUPERSEDED SURVEY CONTROL
 JX0121
 JX0121  NGVD 29 (??/??/92)  333.188  (m)         1093.13   (f) ADJ UNCH    1 2
 JX0121
 JX0121.Superseded values are not recommended for survey control.
 JX0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0121.See file dsdata.txt to determine how the superseded data were derived.
 JX0121
 JX0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND783467(NAD 83)
 JX0121_MARKER: DB = BENCH MARK DISK
 JX0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0121_SP_SET: RETAINING WALL
 JX0121_STAMPING: SIMPSON RESET 1942
 JX0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0121
 JX0121  HISTORY     - Date     Condition        Report By
 JX0121  HISTORY     - 1942     MONUMENTED       BORR
 JX0121  HISTORY     - 1943     GOOD             NGS
 JX0121
 JX0121                          STATION DESCRIPTION
 JX0121
 JX0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0121'AT SIMPSON.
 JX0121'AT SIMPSON, TAYLOR COUNTY, 100 FEET EAST OF THE BALTIMORE AND
 JX0121'OHIO RAILROAD STATION SITE, SET HORIZONTALLY IN THE TOP OF THE
 JX0121'EAST END OF A CONCRETE RETAINING WALL ON THE NORTH SIDE OF THE
 JX0121'RAILROAD, 14 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK,
 JX0121'6 FEET WEST OF A MAIL CRANE, AND 2 FEET HIGHER THAN THE TRACK.
 JX0121'A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1699 ***********************************************************************
 JX1699  DESIGNATION -  SISTERS
 JX1699  PID         -  JX1699
 JX1699  STATE/COUNTY-  WV/TYLER
 JX1699  USGS QUAD   -  NEW MATAMORAS (1994)
 JX1699
 JX1699                         *CURRENT SURVEY CONTROL
 JX1699  ___________________________________________________________________
 JX1699* NAD 83(1995)-  39 33 12.35077(N)    081 00 16.93246(W)     ADJUSTED  
 JX1699* NAVD 88     -       207.572  (meters)     681.01   (feet)  ADJUSTED  
 JX1699  ___________________________________________________________________
 JX1699  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 JX1699  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX1699  DYNAMIC HT  -         207.451 (meters)     680.61  (feet)  COMP
 JX1699  MODELED GRAV-     980,038.7   (mgal)                       NAVD 88
 JX1699
 JX1699  HORZ ORDER  -  THIRD
 JX1699  VERT ORDER  -  FIRST     CLASS II
 JX1699
 JX1699.The horizontal coordinates were established by classical geodetic methods
 JX1699.and adjusted by the National Geodetic Survey in April 1998..
 JX1699
 JX1699.The orthometric height was determined by differential leveling
 JX1699.and adjusted by the National Geodetic Survey in June 1991..
 JX1699
 JX1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1699
 JX1699.The geoid height was determined by GEOID03.
 JX1699
 JX1699.The dynamic height is computed by dividing the NAVD 88
 JX1699.geopotential number by the normal gravity value computed on the
 JX1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1699.degrees latitude (g = 980.6199 gals.).
 JX1699
 JX1699.The modeled gravity was interpolated from observed gravity values.
 JX1699
 JX1699;                    North         East     Units Scale Factor Converg.
 JX1699;SPC WV N     -   118,031.678   470,688.069   MT  0.99994154   -0 57 34.8
 JX1699;SPC OH S     -   173,516.075   728,503.484   MT  0.99994025   +0 56 55.7
 JX1699;UTM  17      - 4,378,194.326   499,595.911   MT  0.99960000   -0 00 10.8
 JX1699
 JX1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1699!SPC WV N     -   0.99997273  x   0.99994154  =   0.99991427
 JX1699!SPC OH S     -   0.99997273  x   0.99994025  =   0.99991298
 JX1699!UTM  17      -   0.99997273  x   0.99960000  =   0.99957274
 JX1699
 JX1699:                Primary Azimuth Mark                     Grid Az
 JX1699:SPC WV N     -  MATAMORAS                                241 35 54.1
 JX1699:SPC OH S     -  MATAMORAS                                239 41 23.6
 JX1699:UTM  17      -  MATAMORAS                                240 38 30.1
 JX1699
 JX1699|---------------------------------------------------------------------|
 JX1699| PID    Reference Object                     Distance      Geod. Az  |
 JX1699|                                                           dddmmss.s |
 JX1699| JX2087 MATAMORAS                           APPROX. 5.0 KM 2403819.3 |
 JX1699| CD2147 SISTERS RM 1                         11.114 METERS 27536     |
 JX1699| CD2148 SISTERS RM 2                         10.703 METERS 34558     |
 JX1699|---------------------------------------------------------------------|
 JX1699
 JX1699                          SUPERSEDED SURVEY CONTROL
 JX1699
 JX1699  NAD 83(1986)-  39 33 12.35652(N)    081 00 16.94086(W) AD(       ) 3
 JX1699  NAD 27      -  39 33 12.08560(N)    081 00 17.54610(W) AD(       ) 3
 JX1699  NGVD 29 (07/19/86)  207.8    (m)          682.     (f) VERT ANG       
 JX1699
 JX1699.Superseded values are not recommended for survey control.
 JX1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1699.See file dsdata.txt to determine how the superseded data were derived.
 JX1699
 JX1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9959678194(NAD 83)
 JX1699_MARKER: DS = TRIANGULATION STATION DISK
 JX1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1699_SP_SET: CONCRETE POST
 JX1699_STAMPING: SISTERS 1963
 JX1699_MARK LOGO: CGS   
 JX1699_PROJECTION: FLUSH
 JX1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1699+STABILITY: SURFACE MOTION
 JX1699
 JX1699  HISTORY     - Date     Condition        Report By
 JX1699  HISTORY     - 1963     MONUMENTED       CGS
 JX1699  HISTORY     - 1983     GOOD             NGS
 JX1699
 JX1699                          STATION DESCRIPTION
 JX1699
 JX1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1699'THE STATION IS NEAR THE CENTER OF A TRIANGULAR SHAPED SODDED AREA AT
 JX1699'THE CENTER OF THE INTERSECTION
 JX1699'OF STATE HIGHWAYS 2 AND 18, 1 MILE SOUTH OF THE BUSINESS DISTRICT OF
 JX1699'SISTERSVILLE AND IT IS ON THE
 JX1699'HIGHWAY RIGHT-OF-WAY.  IT IS 20 FEET NORTHEAST OF A STOP
 JX1699'SIGN, 26 FEET WEST OF THE CENTERLINE OF HIGHWAY
 JX1699'18, 27 FEET EAST OF THE CENTERLINE OF
 JX1699'THE NORTH LANE OF HIGHWAY 2 AND 36 FEET EAST OF A HIGHWAY KEEP
 JX1699'RIGHT SIGN WITH A WITNESS POST SIGN
 JX1699'ON IT.
 JX1699'
 JX1699'REFERENCE MARK 1 IS SET IN A NARROW STRIP OF LAND THAT SEPERATES THE
 JX1699'NORTH AND SOUTH LANES OF
 JX1699'HIGHWAY 2.  IT IS 1 FOOT NORTH OF THE HIGHWAY KEEP RIGHT SIGN AND
 JX1699'WITNESS POST, 10 FEET WEST OF THE
 JX1699'CENTERLINE OF THE NORTH BOUND LANE OF HIGHWAY 2 AND 14 FEET
 JX1699'EAST OF THE CENTERLINE OF THE SOUTH BOUND
 JX1699'LANE OF HIGHWAY 2.  THE MONUMENT IS FLUSH AND
 JX1699'THE DISK IS STAMPED SISTERS NO 1 1963.
 JX1699'
 JX1699'REFERENCE MARK 2 IS 17 FEET WEST OF THE CENTERLINE OF HIGHWAY 18, 17
 JX1699'FEET EAST OF THE CENTERLINE OF
 JX1699'THE NORTH BOUND LANE OF HIGHWAY 2 AND 41 FEET NORTHEAST OF THE KEEP
 JX1699'RIGHT SIGN AND WITNESS POST.  THE
 JX1699'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JX1699'SISTERS NO 2 1963.
 JX1699'
 JX1699'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.  STATION
 JX1699'MATAMORAS CAN BE USED FOR AN
 JX1699'AZIMUTH.
 JX1699'
 JX1699'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JX1699
 JX1699                          STATION RECOVERY (1983)
 JX1699
 JX1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1699'IN SISTERSVILLE.
 JX1699'IN SISTERSVILLE, AT THE JUNCTION OF STATE HIGHWAYS 2 AND 18, NEAR THE
 JX1699'CENTER OF A TRIANGULAR SHAPED SODDED AREA FORMED BY THE HIGHWAYS,
 JX1699'8.23 METERS (27.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 JX1699'HIGHWAY 2, 7.92 METERS (26.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 18,
 JX1699'10.97 METERS (36.0 FT) EAST OF A HIGHWAY KEEP RIGHT SIGN, 6.10 METERS
 JX1699'(20.0 FT) NORTHEAST OF A STOP SIGN.
 JX1699'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3643 ***********************************************************************
 HW3643  DESIGNATION -  SITE
 HW3643  PID         -  HW3643
 HW3643  STATE/COUNTY-  WV/POCAHONTAS
 HW3643  USGS QUAD   -  GREEN BANK (1995)
 HW3643
 HW3643                         *CURRENT SURVEY CONTROL
 HW3643  ___________________________________________________________________
 HW3643* NAD 83(1986)-  38 26 14.     (N)    079 50 03.     (W)     SCALED    
 HW3643* NAVD 88     -       819.579  (meters)    2688.90   (feet)  ADJUSTED  
 HW3643  ___________________________________________________________________
 HW3643  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HW3643  DYNAMIC HT  -         818.917 (meters)    2686.73  (feet)  COMP
 HW3643  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 HW3643
 HW3643  VERT ORDER  -  FIRST     CLASS II
 HW3643
 HW3643.The horizontal coordinates were scaled from a topographic map and have
 HW3643.an estimated accuracy of +/- 6 seconds.
 HW3643
 HW3643.The orthometric height was determined by differential leveling
 HW3643.and adjusted by the National Geodetic Survey in March 1994..
 HW3643
 HW3643.The geoid height was determined by GEOID03.
 HW3643
 HW3643.The dynamic height is computed by dividing the NAVD 88
 HW3643.geopotential number by the normal gravity value computed on the
 HW3643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3643.degrees latitude (g = 980.6199 gals.).
 HW3643
 HW3643.The modeled gravity was interpolated from observed gravity values.
 HW3643
 HW3643;                    North         East    Units  Estimated Accuracy
 HW3643;SPC WV S     -   160,160.      701,780.      MT  (+/- 180 meters Scaled)
 HW3643
 HW3643                          SUPERSEDED SURVEY CONTROL
 HW3643
 HW3643.No superseded survey control is available for this station.
 HW3643
 HW3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC017549(NAD 83)
 HW3643_MARKER: DD = SURVEY DISK
 HW3643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3643_SP_SET: CONCRETE POST
 HW3643_STAMPING: SITE 1970
 HW3643_MARK LOGO: USAF  
 HW3643_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3643+STABILITY: SURFACE MOTION
 HW3643
 HW3643  HISTORY     - Date     Condition        Report By
 HW3643  HISTORY     - 1970     MONUMENTED       USAF
 HW3643  HISTORY     - 19820813 GOOD             NGS
 HW3643
 HW3643                          STATION DESCRIPTION
 HW3643
 HW3643'DESCRIBED BY US AIR FORCE 1970
 HW3643'THE STATION IS LOCATED ON PROPERTY OWNED BY THE NATIONAL RADIO
 HW3643'ASTROMOMY OBSERVATORY, LOCATED ABOUT 1.3 MILES NORTH OF GREEN BANK,
 HW3643'1.0 MILE WEST OF ARBOVALE, AND 1.2 MILE NORTHWEST OF THE MAIN
 HW3643'ENTRANCE TO THE OBSERVATORY.  TO REACH THE STATION FROM THE MAIN
 HW3643'ENTRANCE TO THE OBSERVATORY, GO NORTHWEST ON PROJECT ROAD FOR 0.2
 HW3643'MILE TO A CROSS BARS GATE, PASS THROUGH THE GATE AND CONTINUE
 HW3643'NORTHWEST ON PROJECT ROAD FOR 1.0 MILE TO A PARKING LOT FOR THE 140
 HW3643'FOOT DIAMETER RADIO TELESCOPE ON THE LEFT, AND THE STATION AREA.  THE
 HW3643'STATION IS A STANDARD USAF DISK SET IN THE TOP OF A SQUARE CONCRETE
 HW3643'MONUMENT WHICH PROJECTS 6-INCHES ABOVE THE GROUND.  THE UNDERGROUND
 HW3643'STATION IS A USAF DISK SET IN A MASS OF CONCRETE 4.8 FEET BELOW THE
 HW3643'GROUND SURFACE.  ABOUT 347 FEET EAST-SOUTHEAST OF THE NORTHEAST
 HW3643'CORNER OF THE RADIO TELESCOPE BUILDING, ABOUT 180 FEET SOUTHEAST OF
 HW3643'THE SOUTHEAST END OF THE SOUTH MAINTENANCE TOWER RAIL, AND ABOUT
 HW3643'170 FEET WEST-NORTHWEST OF THE SOUTHERN MOST TREE OF THREE TREES
 HW3643'LOCATED ABOUT 450 FEET EAST OF THE RADIO TELESCOPE BUILDING.
 HW3643
 HW3643                          STATION RECOVERY (1982)
 HW3643
 HW3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HW3643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3469 ***********************************************************************
 HW3469  DESIGNATION -  SITES
 HW3469  PID         -  HW3469
 HW3469  STATE/COUNTY-  WV/PENDLETON
 HW3469  USGS QUAD   -  UPPER TRACT (1995)
 HW3469
 HW3469                         *CURRENT SURVEY CONTROL
 HW3469  ___________________________________________________________________
 HW3469* NAD 83(1995)-  38 46 04.47909(N)    079 17 07.39544(W)     ADJUSTED  
 HW3469* NAVD 88     -       455.98   (+/-2cm)    1496.0    (feet)  VERTCON   
 HW3469  ___________________________________________________________________
 HW3469  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 HW3469  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HW3469
 HW3469  HORZ ORDER  -  THIRD
 HW3469  VERT ORDER  -  THIRD ? (See Below)
 HW3469
 HW3469.The horizontal coordinates were established by classical geodetic methods
 HW3469.and adjusted by the National Geodetic Survey in April 1998..
 HW3469
 HW3469.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3469.The vertical order pertains to the NGVD 29 superseded value.
 HW3469
 HW3469.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3469
 HW3469.The geoid height was determined by GEOID03.
 HW3469
 HW3469;                    North         East     Units Scale Factor Converg.
 HW3469;SPC WV S     -   197,602.163   749,002.856   MT  0.99997745   +1 03 35.9
 HW3469;UTM  17      - 4,292,417.787   648,959.962   MT  0.99987324   +1 04 25.8
 HW3469
 HW3469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3469!SPC WV S     -   0.99993337  x   0.99997745  =   0.99991082
 HW3469!UTM  17      -   0.99993337  x   0.99987324  =   0.99980662
 HW3469
 HW3469|---------------------------------------------------------------------|
 HW3469| PID    Reference Object                     Distance      Geod. Az  |
 HW3469|                                                           dddmmss.s |
 HW3469| DC4325 SITES RM 1                           13.115 METERS 00535     |
 HW3469| DC4324 SITES AZ MK                                        1885319.9 |
 HW3469| DC4326 SITES RM 2                           15.420 METERS 26936     |
 HW3469|---------------------------------------------------------------------|
 HW3469
 HW3469                          SUPERSEDED SURVEY CONTROL
 HW3469
 HW3469  NAD 83(1995)-  38 46 04.48249(N)    079 17 07.40648(W) AD(       ) 3
 HW3469  NAD 83(1986)-  38 46 04.48380(N)    079 17 07.40706(W) AD(       ) 3
 HW3469  NAD 27      -  38 46 04.07710(N)    079 17 08.25840(W) AD(       ) 3
 HW3469  NGVD 29 (07/19/86)  456.11   (m)         1496.4    (f) LEVELING    3  
 HW3469
 HW3469.Superseded values are not recommended for survey control.
 HW3469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3469.See file dsdata.txt to determine how the superseded data were derived.
 HW3469
 HW3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC4896092418(NAD 83)
 HW3469_MARKER: DS = TRIANGULATION STATION DISK
 HW3469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3469
 HW3469  HISTORY     - Date     Condition        Report By
 HW3469  HISTORY     - 1956     MONUMENTED       CGS
 HW3469
 HW3469                          STATION DESCRIPTION
 HW3469
 HW3469'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3469'THE STATION IS LOCATED, AIRLINE, ABOUT 8-1/2 MILES NORTH OF FRANKLIN,
 HW3469'1-1/2 MILES SOUTH OF THE
 HW3469'VILLAGE OF UPPER TRACT AND ON THE WEST EDGE OF A LARGE PASTURE WHICH
 HW3469'HAS A LARGE RED BARN SETTING
 HW3469'ALONE ABOUT 0.15 MILE EAST OF THE STATION.
 HW3469'
 HW3469'THE STATION MARK IS A STANDARD DISK STAMPED SITES 1956 SET IN THE TOP
 HW3469'OF A 10 INCH SQUARE
 HW3469'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS
 HW3469'34 FEET NORTH OF A WOODEN GATE,
 HW3469'23 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 220, 3
 HW3469'FEET EAST OF THE RIGHT-OF-WAY FENCE LINE AND 2
 HW3469'FEET SOUTHWEST OF A TELEPHONE POLE NO. 263.
 HW3469'
 HW3469'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SITES NO 1 1956
 HW3469'SET IN THE TOP OF A 10 INCH
 HW3469'SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE
 HW3469'MARK IS 22 FEET EAST OF THE
 HW3469'CENTERLINE OF U.S. HIGHWAY 220, 2 FEET EAST OF THE RIGHT-OF-WAY
 HW3469'FENCE LINE AND IT IS AT THE STATION ELEVATION.
 HW3469'
 HW3469'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SITES NO 2 1956
 HW3469'SET IN THE TOP OF A 10 INCH
 HW3469'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  THE MARK IS
 HW3469'27 FEET WEST OF THE CENTERLINE OF
 HW3469'U.S. HIGHWAY 220, 22 FEET NORTH OF A DIRT ROAD DRIVEWAY,
 HW3469'7 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE AND IT IS
 HW3469'ABOUT 6 INCHES LOWER THAN THE STATION.
 HW3469'
 HW3469'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SITES 1956 SET IN THE TOP
 HW3469'OF A 10 INCH SQUARE
 HW3469'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS
 HW3469'100 FEET SOUTH SOUTHWEST OF A
 HW3469'GRAVELED DRIVEWAY, 19 FEET WEST OF THE CENTERLINE OF U.S.
 HW3469'HIGHWAY 220 AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE.
 HW3469'
 HW3469'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FRANKLIN GO NORTH
 HW3469'ON U.S. HIGHWAY220 FOR 0.3 MILE TO THE
 HW3469'JUNCTION OF U.S. HIGHWAY 33.  CONTINUE NORTH ON U.S. HIGHWAYS
 HW3469'33 AND 220 FOR 0.55 MILE TO WHERE U.S.
 HW3469'HIGHWAY 33 TURNS LEFT.  KEEP RIGHT, NORTHERLY
 HW3469'ON U.S. HIGHWAY 220 FOR 8.8 MILES TO THE AZIMUTH MARK ON
 HW3469'THE LEFT JUST BEFORE
 HW3469'REACHING A LARGE WHITE HOUSE ON THE LEFT.  CONTINUE STRAIGHT AHEAD,
 HW3469'NORTH, ON U.S.  HIGHWAY 220 FOR
 HW3469'0.3 MILE TO THE STATION ON THE RIGHT AND A LARGE WHITE HOUSE AND A
 HW3469'RED BARN WITH SITES FARM SIGN PAINTED ON IT ON THE LEFT.
 HW3469'
 HW3469'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3420 ***********************************************************************
 GX3420  DESIGNATION -  SLATE
 GX3420  PID         -  GX3420
 GX3420  STATE/COUNTY-  WV/MCDOWELL
 GX3420  USGS QUAD   -  WAR (1977)
 GX3420
 GX3420                         *CURRENT SURVEY CONTROL
 GX3420  ___________________________________________________________________
 GX3420* NAD 83(1995)-  37 16 12.79544(N)    081 43 15.03685(W)     ADJUSTED  
 GX3420* NAVD 88     -       760.90   (+/-2cm)    2496.4    (feet)  VERTCON   
 GX3420  ___________________________________________________________________
 GX3420  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 GX3420  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GX3420
 GX3420  HORZ ORDER  -  SECOND
 GX3420  VERT ORDER  -  THIRD ? (See Below)
 GX3420
 GX3420.The horizontal coordinates were established by classical geodetic methods
 GX3420.and adjusted by the National Geodetic Survey in April 1998..
 GX3420
 GX3420.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3420.The vertical order pertains to the NGVD 29 superseded value.
 GX3420
 GX3420.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3420
 GX3420.The geoid height was determined by GEOID03.
 GX3420
 GX3420;                    North         East     Units Scale Factor Converg.
 GX3420;SPC WV S     -    30,240.597   536,061.606   MT  1.00005193   -0 26 44.2
 GX3420;SPC KY1Z     - 1,111,692.679 1,857,243.695   MT  0.99996052   +2 28 25.5
 GX3420;SPC KY1Z     - 3,647,278.40  6,093,307.02   sFT  0.99996052   +2 28 25.5
 GX3420;SPC KY S     -   611,588.944   857,241.209   MT  0.99994602   +2 26 36.7
 GX3420;SPC KY S     - 2,006,521.39  2,812,465.53   sFT  0.99994602   +2 26 36.7
 GX3420;SPC VA S     - 1,108,843.189 3,214,395.657   MT  0.99994684   -1 57 17.3
 GX3420;SPC VA S     - 3,637,929.70 10,545,896.42   sFT  0.99994684   -1 57 17.3
 GX3420;UTM  17      - 4,125,093.012   436,089.402   MT  0.99965031   -0 26 11.5
 GX3420
 GX3420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3420!SPC WV S     -   0.99988545  x   1.00005193  =   0.99993738
 GX3420!SPC KY1Z     -   0.99988545  x   0.99996052  =   0.99984598
 GX3420!SPC KY S     -   0.99988545  x   0.99994602  =   0.99983148
 GX3420!SPC VA S     -   0.99988545  x   0.99994684  =   0.99983230
 GX3420!UTM  17      -   0.99988545  x   0.99965031  =   0.99953580
 GX3420
 GX3420:                Primary Azimuth Mark                     Grid Az
 GX3420:SPC WV S     -  SLATE RM 1 AZIMUTH                       110 32 26.6
 GX3420:SPC KY1Z     -  SLATE RM 1 AZIMUTH                       107 37 16.9
 GX3420:SPC KY S     -  SLATE RM 1 AZIMUTH                       107 39 05.7
 GX3420:SPC VA S     -  SLATE RM 1 AZIMUTH                       112 02 59.7
 GX3420:UTM  17      -  SLATE RM 1 AZIMUTH                       110 31 53.9
 GX3420
 GX3420|---------------------------------------------------------------------|
 GX3420| PID    Reference Object                     Distance      Geod. Az  |
 GX3420|                                                           dddmmss.s |
 GX3420| DC4327 SLATE RM 1 AZIMUTH                                 1100542.4 |
 GX3420| DC4328 SLATE RM 2                            5.319 METERS 16831     |
 GX3420| DC4329 SLATE RM 3                           11.943 METERS 25540     |
 GX3420|---------------------------------------------------------------------|
 GX3420
 GX3420                          SUPERSEDED SURVEY CONTROL
 GX3420
 GX3420  NAD 83(1995)-  37 16 12.79547(N)    081 43 15.03681(W) AD(       ) 2
 GX3420  NAD 83(1995)-  37 16 12.80122(N)    081 43 15.03601(W) AD(       ) 2
 GX3420  NAD 83(1995)-  37 16 12.80486(N)    081 43 15.04041(W) AD(       ) 2
 GX3420  NAD 83(1986)-  37 16 12.80393(N)    081 43 15.04313(W) AD(       ) 2
 GX3420  NAD 27      -  37 16 12.39700(N)    081 43 15.65000(W) AD(       ) 2
 GX3420  NGVD 29 (07/19/86)  761.04   (m)         2496.8    (f) LEVELING    3  
 GX3420
 GX3420.Superseded values are not recommended for survey control.
 GX3420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3420.See file dsdata.txt to determine how the superseded data were derived.
 GX3420
 GX3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB3608925093(NAD 83)
 GX3420_MARKER: DS = TRIANGULATION STATION DISK
 GX3420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3420
 GX3420  HISTORY     - Date     Condition        Report By
 GX3420  HISTORY     - 1933     MONUMENTED       CGS
 GX3420
 GX3420                          STATION DESCRIPTION
 GX3420
 GX3420'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GX3420'THE STATION IS LOCATED ON A SMALL KNOB ON THE EASTERLY END OF A
 GX3420'RIDGE, LOCALLY KNOWN AS WHITE OAK FLATS, THE PROPERTY OF THE
 GX3420'BERWIND LAND COMPANY, 2.2 MILES SW OF WAR, W. VA., 2.82 MILES WNW OF
 GX3420'BERWIND, W. VA., AND 13 MILES SSW OF WELCH, W. VA.
 GX3420'
 GX3420'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GX3420'SET IN CONCRETE.
 GX3420'
 GX3420'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS LOCATED ON THE TOP OF A LOW
 GX3420'RIDGE ABOUT 1,000 FEET SE OF THE STATION.
 GX3420'
 GX3420'REFERENCE MARK NO. 2 IS S OF THE STATION ON THE DOWNWARD SLOPE OF THE
 GX3420'RIDGE.
 GX3420'
 GX3420'REFERENCE MARK NO. 3 IS DUE W OF THE STATION ALONG THE TOP OF THE
 GX3420'RIDGE.
 GX3420'
 GX3420'TO REACH FROM WAR, TAKE DIRT ROAD TOWARD BERWIND ABOUT 1-1/4 MILES SW
 GX3420'AND TURN W ON ROAD TOWARD HILL AT THE WILLIAM POKEY NO. 9 MINE,
 GX3420'GO ABOUT 0.6 MILE TO THE END OF TRUCK TRAVEL AND CONTINUE ABOUT 1-1/2
 GX3420'MILES UP ROCKY TRAIL TO A SMALL KNOB ON THE S SIDE OF THE TRAIL.
 GX3420'STATION IS ON TOP OF THIS KNOB, ABOUT 50 FEET FROM THE MAIN TRAIL,
 GX3420'WHICH CONTINUES ON OVER HILL.
 GX3420'
 GX3420'HEIGHT OF LIGHT ABOVE STATION MARK -1-1/2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1464 ***********************************************************************
 JW1464  DESIGNATION -  SLATE
 JW1464  PID         -  JW1464
 JW1464  STATE/COUNTY-  WV/MINERAL
 JW1464  USGS QUAD   -  HEADSVILLE (1973)
 JW1464
 JW1464                         *CURRENT SURVEY CONTROL
 JW1464  ___________________________________________________________________
 JW1464* NAD 83(1995)-  39 25 21.05502(N)    078 47 24.38294(W)     ADJUSTED  
 JW1464* NAVD 88     -       512.3    (meters)    1681.     (feet)  VERTCON   
 JW1464  ___________________________________________________________________
 JW1464  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 JW1464  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JW1464
 JW1464  HORZ ORDER  -  FIRST
 JW1464
 JW1464.The horizontal coordinates were established by classical geodetic methods
 JW1464.and adjusted by the National Geodetic Survey in April 1998..
 JW1464
 JW1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1464
 JW1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1464
 JW1464.The geoid height was determined by GEOID03.
 JW1464
 JW1464;                    North         East     Units Scale Factor Converg.
 JW1464;SPC WV N     -   102,656.168   661,124.245   MT  0.99994701   +0 27 09.9
 JW1464;UTM  17      - 4,365,995.506   690,224.500   MT  1.00004554   +1 24 13.6
 JW1464
 JW1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1464!SPC WV N     -   0.99992477  x   0.99994701  =   0.99987178
 JW1464!UTM  17      -   0.99992477  x   1.00004554  =   0.99997030
 JW1464
 JW1464:                Primary Azimuth Mark                     Grid Az
 JW1464:SPC WV N     -  ORCHARD                                  061 48 07.1
 JW1464:UTM  17      -  ORCHARD                                  060 51 03.4
 JW1464
 JW1464|---------------------------------------------------------------------|
 JW1464| PID    Reference Object                     Distance      Geod. Az  |
 JW1464|                                                           dddmmss.s |
 JW1464| JW1448 ORCHARD                             APPROX.15.0 KM 0621517.0 |
 JW1464| CK7956 SLATE RM 1                           13.164 METERS 13526     |
 JW1464| JW1463 SLATE LICK LOT                       10.871 METERS 15416     |
 JW1464| CK7957 SLATE RM 2                           11.136 METERS 23324     |
 JW1464|---------------------------------------------------------------------|
 JW1464
 JW1464                          SUPERSEDED SURVEY CONTROL
 JW1464
 JW1464  NAD 83(1995)-  39 25 21.05534(N)    078 47 24.38347(W) AD(       ) 1
 JW1464  NAD 83(1986)-  39 25 21.05936(N)    078 47 24.39232(W) AD(       ) 1
 JW1464  NAD 27      -  39 25 20.72859(N)    078 47 25.32288(W) AD(       ) 1
 JW1464  NGVD 29 (07/19/86)  512.5    (m)         1681.     (f) VERT ANG       
 JW1464
 JW1464.Superseded values are not recommended for survey control.
 JW1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1464.See file dsdata.txt to determine how the superseded data were derived.
 JW1464
 JW1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9022465996(NAD 83)
 JW1464_MARKER: DS = TRIANGULATION STATION DISK
 JW1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1464_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1464+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 JW1464
 JW1464  HISTORY     - Date     Condition        Report By
 JW1464  HISTORY     - 1975     MONUMENTED       NGS
 JW1464  HISTORY     - 20050202 GOOD             INDIV
 JW1464
 JW1464                          STATION DESCRIPTION
 JW1464
 JW1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1464'THE STATION IS ABOUT 5.5 MILES NORTHWEST OF ROMNEY, 5.5 MILES
 JW1464'WEST-SOUTHWEST OF SPRINGFIELD, 9.5 MILES EAST OF KEYSER AND
 JW1464'NEAR A LOOKOUT TOWER AT A HIGH POINT ALONG SLATE ROCK RIDGE.
 JW1464'IT IS ON PROPERTY OF THE DEPARTMENT OF NATURAL RESOURCES OF
 JW1464'WEST VIRGINIA. PERMISSION WAS OBTAINED FROM THE DISTRICT
 JW1464'FORESTER, PHILIP T. WYGAL, P.O. DRAWER C, ROMNEY. TELEPHONE
 JW1464'NUMBER 822-3482.
 JW1464'
 JW1464'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGFIELD, GO
 JW1464'SOUTH ON U.S. HIGHWAY 28 FOR 1.75 MILE TO A SIDE ROAD RIGHT.
 JW1464'TURN RIGHT AND GO WESTERLY ON A PAVED ROAD FOR 0.1 MILE TO A
 JW1464'RAILROAD CROSSING, CONTINUE WESTERLY ON THE PAVED ROAD FOR 0.95
 JW1464'MILE TO THE END OF PAVEMENT AND A FORK. TAKE THE LEFT FORK AND
 JW1464'CONTINUE SOUTHWESTERLY FOR 1.4 MILES TO A FORK JUST AFTER
 JW1464'PASSING A HOUSE, BEAR RIGHT AND CONTINUE ON A NARROW ROCK ROAD
 JW1464'FOR 0.8 MILE TO A FORK, TAKE THE LEFT FORK AND CONTINUE SOUTH
 JW1464'WESTERLY FOR 0.9 MILE TO A FORK. TAKE THE RIGHT FORK AND GO
 JW1464'WESTERLY, UPHILL, FOR 0.5 MILE TO A LOCKED GATE. CONTINUE
 JW1464'UPHILL FOR 1.1 MILE TO THE TOP OF THE HILL AND THE STATION NEAR
 JW1464'A LOOK OUT TOWER.
 JW1464'
 JW1464'STATION MARKS ARE STANDARD DISKS STAMPED---SLATE 1975---. THE
 JW1464'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JW1464'MONUMENT SET FLUSH WITH THE GROUND. IT IS 45.6 FEET WEST OF A
 JW1464'POWER LINE POLE AND 74.4 FEET NORTH OF THE NORTHWEST CORNER OF
 JW1464'A CABIN. UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 JW1464'40 INCHES BELOW THE GROUND.
 JW1464'
 JW1464'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---SLATE NO 1 1975---,
 JW1464'CEMENTED IN A DRILLED HOLE IN THE CONCRETE ANCHOR OF THE NORTH
 JW1464'EAST LEG OF A LOOKOUT TOWER. IT IS 35.5 FEET SOUTH OF THE POWER
 JW1464'LINE POLE, 58.1 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 JW1464'CABIN AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 JW1464'
 JW1464'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---SLATE NO 2 1975---,
 JW1464'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JW1464'IS FLUSH WITH THE GROUND. IT IS 56.5 FEET NORTHWEST OF THE NORTH
 JW1464'WEST CORNER OF THE CABIN AND IS ABOUT THE SAME ELEVATION AS THE
 JW1464'STATION.
 JW1464'
 JW1464'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 JW1464'HEIGHT OF LIGHT ABOVE MARK, 14.5 METERS.
 JW1464
 JW1464                          STATION RECOVERY (2005)
 JW1464
 JW1464'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MS)
 JW1464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2147 ***********************************************************************
 JX2147  DESIGNATION -  SLATE
 JX2147  PID         -  JX2147
 JX2147  STATE/COUNTY-  WV/WOOD
 JX2147  USGS QUAD   -  KANAWHA (1989)
 JX2147
 JX2147                         *CURRENT SURVEY CONTROL
 JX2147  ___________________________________________________________________
 JX2147* NAD 83(1995)-  39 07 51.03647(N)    081 29 40.15284(W)     ADJUSTED  
 JX2147* NAVD 88     -       339.     (meters)    1112.     (feet)  SCALED    
 JX2147  ___________________________________________________________________
 JX2147  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 JX2147  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX2147
 JX2147  HORZ ORDER  -  FIRST
 JX2147
 JX2147.The horizontal coordinates were established by classical geodetic methods
 JX2147.and adjusted by the National Geodetic Survey in April 1998..
 JX2147
 JX2147.The orthometric height was scaled from a topographic map.
 JX2147
 JX2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2147
 JX2147.The geoid height was determined by GEOID03.
 JX2147
 JX2147;                    North         East     Units Scale Factor Converg.
 JX2147;SPC WV N     -    71,948.565   427,561.424   MT  0.99997784   -1 16 19.3
 JX2147;UTM  17      - 4,331,412.981   457,260.377   MT  0.99962249   -0 18 43.5
 JX2147
 JX2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2147!SPC WV N     -   0.99995219  x   0.99997784  =   0.99993003
 JX2147!UTM  17      -   0.99995219  x   0.99962249  =   0.99957470
 JX2147
 JX2147:                Primary Azimuth Mark                     Grid Az
 JX2147:SPC WV N     -  SLATE AZ MK                              073 06 05.2
 JX2147:UTM  17      -  SLATE AZ MK                              072 08 29.4
 JX2147
 JX2147|---------------------------------------------------------------------|
 JX2147| PID    Reference Object                     Distance      Geod. Az  |
 JX2147|                                                           dddmmss.s |
 JX2147| CD2149 SLATE AZ MK                                        0714945.9 |
 JX2147| CD2150 SLATE RM 1                           67.583 METERS 11547     |
 JX2147| JX2137 ROSE HILL ME CHURCH TOWER           APPROX. 6.8 KM 1421758.4 |
 JX2147| CD2151 SLATE RM 2                           78.717 METERS 18033     |
 JX2147|---------------------------------------------------------------------|
 JX2147
 JX2147                          SUPERSEDED SURVEY CONTROL
 JX2147
 JX2147  NAD 83(1986)-  39 07 51.04106(N)    081 29 40.15891(W) AD(       ) 1
 JX2147  NAD 27      -  39 07 50.76400(N)    081 29 40.72000(W) AD(       ) 1
 JX2147
 JX2147.Superseded values are not recommended for survey control.
 JX2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2147.See file dsdata.txt to determine how the superseded data were derived.
 JX2147
 JX2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5726031413(NAD 83)
 JX2147_MARKER: DS = TRIANGULATION STATION DISK
 JX2147_SETTING: 0 = UNSPECIFIED SETTING
 JX2147
 JX2147  HISTORY     - Date     Condition        Report By
 JX2147  HISTORY     - 1944     MONUMENTED       CGS
 JX2147  HISTORY     - 1980     GOOD             THOMAS
 JX2147
 JX2147                          STATION DESCRIPTION
 JX2147
 JX2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2147'STATION IS LOCATED APPROXIMATELY
 JX2147'10 MILES SE OF
 JX2147'PARKERSBURG, 7 MILES NW OF ELIZABETH,
 JX2147'3 MILES E OF U.S. HIGHWAY 21, 2
 JX2147'MILES W OF STATE HIGHWAY 47, ON
 JX2147'THE HIGHEST PART OF A BARE KNOLL.  IT IS ON THE
 JX2147'PROPERTY OWNED
 JX2147'BY MR. L.E. WOODYARD.  THE MARK IS 274 FEET E OF N-S FENCE LINE,
 JX2147'194 FEET N OF
 JX2147'THE CENTER LINE OF A DIRT ROAD, IS SET 8 INCHES
 JX2147'BELOW THE GROUND, AND IS STAMPED
 JX2147'SLATE 1944.
 JX2147'
 JX2147'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 JX2147'IN CONCRETE.
 JX2147'REFERENCE MARKS 1 AND 2 ARE BRONZE DISKS SET IN CONCRETE AT THE
 JX2147'CENTERS OF THE TOPS OF TILES.
 JX2147'
 JX2147'REFERENCE MARK 1 IS 15 FEET N OF THE CENTER LINE OF DIRT
 JX2147'ROAD, 6 FEET W OF
 JX2147'LONE OAK TREE, AND 1 FOOT N OF E-W FENCE LINE.
 JX2147'IT IS STAMPED SLATE NO 1 1944.
 JX2147'
 JX2147'REFERENCE MARK 2 IS 17 FEET N OF THE CENTER LINE OF DIRT ROAD,
 JX2147'17 FEET NE OF
 JX2147'16-INCH LONE OAK TREE, AND 1 FOOT N OF E-W FENCE
 JX2147'LINE.  IT IS STAMPED SLATE NO 2
 JX2147'1944.
 JX2147'
 JX2147'AZIMUTH MARK IS 20 FEET N OF THE CENTER LINE OF DIRT ROAD,
 JX2147'11 FEET N OF LONE
 JX2147'OAK TREE, AND 1 FOOT E OF N-S FENCE LINE.  IT
 JX2147'IS STAMPED SLATE 1944.
 JX2147'
 JX2147'TO REACH THE STATION FROM THE HIGHWAY JUNCTION IN ELIZABETH,
 JX2147'GO NW ON STATE
 JX2147'HIGHWAY 14 FOR 9.75 MILES TO THE SUMMIT OF A RIDGE
 JX2147'AND A REVERSE Y, TURN LEFT ON A
 JX2147'DIRT ROAD AND GO 1.45 MILES TO
 JX2147'FORK, TURN RIGHT AND GO 0.4 MILE TO A FORK, TURN
 JX2147'RIGHT AND CONTINUE
 JX2147'FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON
 JX2147'W FOR 0.25 MILE
 JX2147'TO A GATE ON THE RIGHT, TURN RIGHT THROUGH GATE
 JX2147'AND CONTINUE W UPGRADE TO THE
 JX2147'HIGHEST PART OF THE HILL AND THE
 JX2147'STATION.
 JX2147'
 JX2147'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JX2147
 JX2147                          STATION RECOVERY (1980)
 JX2147
 JX2147'RECOVERY NOTE BY THOMAS ENG AND SURV 1980 (NCM)
 JX2147'STATION SLATE UNDISTURBED.
 JX2147'
 JX2147'REFERENCE MARKS 3 AND 4 UNDISTURBED.
 JX2147'
 JX2147'AZIMUTH MARK SLATE NOT FOUND.
 JX2147'
 JX2147'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SE OF
 JX2147'PARKERSBURG W.VA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1463 ***********************************************************************
 JW1463  DESIGNATION -  SLATE LICK LOT
 JW1463  PID         -  JW1463
 JW1463  STATE/COUNTY-  WV/MINERAL
 JW1463  USGS QUAD   -  HEADSVILLE (1973)
 JW1463
 JW1463                         *CURRENT SURVEY CONTROL
 JW1463  ___________________________________________________________________
 JW1463* NAD 83(1995)-  39 25 20.73750(N)    078 47 24.18557(W)     ADJUSTED  
 JW1463* NAVD 88     -                                                        
 JW1463  ___________________________________________________________________
 JW1463  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 JW1463  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JW1463
 JW1463  HORZ ORDER  -  THIRD
 JW1463
 JW1463.The horizontal coordinates were established by classical geodetic methods
 JW1463.and adjusted by the National Geodetic Survey in April 1998..
 JW1463.No horizontal observational check was made to the station.
 JW1463
 JW1463
 JW1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1463
 JW1463.The geoid height was determined by GEOID03.
 JW1463
 JW1463;                    North         East     Units Scale Factor Converg.
 JW1463;SPC WV N     -   102,646.414   661,129.043   MT  0.99994702   +0 27 10.0
 JW1463;UTM  17      - 4,365,985.832   690,229.459   MT  1.00004557   +1 24 13.7
 JW1463
 JW1463                          SUPERSEDED SURVEY CONTROL
 JW1463
 JW1463  NAD 83(1995)-  39 25 20.73781(N)    078 47 24.18610(W) AD(       ) 4
 JW1463  NAD 83(1986)-  39 25 20.74184(N)    078 47 24.19495(W) AD(       ) 4
 JW1463  NAD 27      -  39 25 20.41106(N)    078 47 25.12552(W) AD(       ) 3
 JW1463
 JW1463.Superseded values are not recommended for survey control.
 JW1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1463.See file dsdata.txt to determine how the superseded data were derived.
 JW1463
 JW1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9022965986(NAD 83)
 JW1463_MARKER: 57 = LOOKOUT TOWER
 JW1463
 JW1463  HISTORY     - Date     Condition        Report By
 JW1463  HISTORY     - 1975     FIRST OBSERVED   NGS
 JW1463
 JW1463                          STATION DESCRIPTION
 JW1463
 JW1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 JW1463'THE STATION, SLATE LICK LOOKOUT TOWER, IS THE APEX OF THE ROOF
 JW1463'OF THE CABIN ATOP A FOUR LEGGED SELF SUPPORTING STEEL TOWER,
 JW1463'THE STRUCTURE HAVING AN OVERALL HEIGHT OF ABOUT 65 FEET.
 JW1463'
 JW1463'THE STATION IS LOCATED ABOUT 10 MILE EAST OF KEYSER, 5.5 MILES
 JW1463'SOUTHWEST OF SPRINGFIELD, 4.5 MILES SOUTHWEST OF ROMNEY, ON A
 JW1463'GRASS COVERED HILL WITH TREES AROUND THE EDGES OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3448 ***********************************************************************
 HW3448  DESIGNATION -  SLOPE
 HW3448  PID         -  HW3448
 HW3448  STATE/COUNTY-  WV/PENDLETON
 HW3448  USGS QUAD   -  BRANDYWINE (1979)
 HW3448
 HW3448                         *CURRENT SURVEY CONTROL
 HW3448  ___________________________________________________________________
 HW3448* NAD 83(1995)-  38 35 10.44003(N)    079 10 09.60870(W)     ADJUSTED  
 HW3448* NAVD 88     -       977.4    (meters)    3207.     (feet)  VERTCON   
 HW3448  ___________________________________________________________________
 HW3448  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 HW3448  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HW3448
 HW3448  HORZ ORDER  -  THIRD
 HW3448
 HW3448.The horizontal coordinates were established by classical geodetic methods
 HW3448.and adjusted by the National Geodetic Survey in April 1998..
 HW3448
 HW3448.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3448
 HW3448.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3448
 HW3448.The geoid height was determined by GEOID03.
 HW3448
 HW3448;                    North         East     Units Scale Factor Converg.
 HW3448;SPC WV S     -   177,631.831   759,485.016   MT  0.99995021   +1 07 54.1
 HW3448;SPC VA N     - 2,102,282.995 3,441,685.189   MT  0.99994853   -0 25 03.9
 HW3448;SPC VA N     - 6,897,240.13 11,291,595.49   sFT  0.99994853   -0 25 03.9
 HW3448;UTM  17      - 4,272,451.074   659,445.616   MT  0.99991308   +1 08 31.2
 HW3448
 HW3448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3448!SPC WV S     -   0.99985160  x   0.99995021  =   0.99980182
 HW3448!SPC VA N     -   0.99985160  x   0.99994853  =   0.99980014
 HW3448!UTM  17      -   0.99985160  x   0.99991308  =   0.99976469
 HW3448
 HW3448|---------------------------------------------------------------------|
 HW3448| PID    Reference Object                     Distance      Geod. Az  |
 HW3448|                                                           dddmmss.s |
 HW3448| DC4335 SLOPE RM 1                           18.700 METERS 06245     |
 HW3448| DC4334 SLOPE AZ MK                                        1425937.0 |
 HW3448| DC4336 SLOPE RM 2                           13.280 METERS 33317     |
 HW3448|---------------------------------------------------------------------|
 HW3448
 HW3448                          SUPERSEDED SURVEY CONTROL
 HW3448
 HW3448  NAD 83(1995)-  38 35 10.44066(N)    079 10 09.60866(W) AD(       ) 3
 HW3448  NAD 83(1986)-  38 35 10.44186(N)    079 10 09.61346(W) AD(       ) 3
 HW3448  NAD 27      -  38 35 10.01400(N)    079 10 10.48250(W) AD(       ) 3
 HW3448  NGVD 29 (07/19/86)  977.5    (m)         3207.     (f) VERT ANG       
 HW3448
 HW3448.Superseded values are not recommended for survey control.
 HW3448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3448.See file dsdata.txt to determine how the superseded data were derived.
 HW3448
 HW3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC5944672451(NAD 83)
 HW3448_MARKER: DS = TRIANGULATION STATION DISK
 HW3448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3448
 HW3448  HISTORY     - Date     Condition        Report By
 HW3448  HISTORY     - 1956     MONUMENTED       CGS
 HW3448
 HW3448                          STATION DESCRIPTION
 HW3448
 HW3448'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3448'THE STATION IS LOCATED ALONG U.S. HIGHWAY 33 ON THE WESTERN SLOPE OF
 HW3448'THE SHENANDOAH MOUNTAIN.  IT IS,
 HW3448'AIRLINE, ABOUT 9 MILES EAST SOUTHEAST OF FRANKLIN, WEST VIRGINIA,
 HW3448'4-1/2 MILES EAST SOUTHEAST OF
 HW3448'BRANDYWINE, WEST VIRGINIIA AND 1/2 MILE WEST OF THE
 HW3448'VIRGINIA-WEST VIRGINIA STATE LINE.
 HW3448'
 HW3448'THE STATION MARK IS A STANDARD DISK STAMPED SLOPE 1956 SET IN THE TOP
 HW3448'OF A 10 INCH SQUARE
 HW3448'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  THE MARK IS 38 FEET
 HW3448'WEST OF THE CENTERLINE OF U.S.
 HW3448'HIGHWAY 33, 14.5 FEET SOUTH OF A WHITE WITNESS POST, 12
 HW3448'FEET WEST OF A HIGHWAY RIGHT-OF-WAY GUARD
 HW3448'RAIL AND 9 FEET EAST OF THE EXTREME WEST
 HW3448'EDGE OF THE HIGHWAY.
 HW3448'
 HW3448'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SLOPE NO 1 1956
 HW3448'SET IN A DRILL HOLE IN AN
 HW3448'OUTCROPPING OF BEDROCK THAT PROJECTS OUT OF AN ELEVATED BLUFF THAT
 HW3448'RUNS ALONG THE HIGHWAY.  THE MARK
 HW3448'IS 12 FEET ABOVE THE LEVEL OF THE HIGHWAY, 23 FEET
 HW3448'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 33 AND
 HW3448'IT IS ABOUT 5 FEET HIGHER THAN THE STATION.
 HW3448'
 HW3448'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SLOPE NO 2 1956
 HW3448'SET IN A DRILL HOLE IN A
 HW3448'SMALL OUTCROPPING BOULDER THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 HW3448'THE MARK IS 41 FEET WEST OF THE
 HW3448'CENTERLINE OF U.S. HIGHWAY 33, 15 FEET WEST OF THE
 HW3448'HIGHWAY RIGHT-OF-WAY GUARD RAIL AND 0.5 FOOT EAST OF A SMALL CAIRM.
 HW3448'
 HW3448'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SLOPE 1956 SET IN A DRILL
 HW3448'HOLE IN AN OUTCROPPING OF
 HW3448'BEDROCK THAT PROJECTS OUT OF AN ELEVATED BLUFF THAT RUNS ALONG THE
 HW3448'HIGHWAY.  THE MARK IS 65 FEET
 HW3448'NORTHEAST OF WHERE THE HIGHWAY MAKES A SHARP LEFT TURN
 HW3448'LEADING SOUTH AND 30 FEET SOUTHEAST OF THE
 HW3448'CENTERLINE OF U.S. HIGHWAY 33.  THE MARK IS
 HW3448'15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HW3448'
 HW3448'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BRANDYWINE, WEST
 HW3448'VIRGINIA GO SOUTH THEN EAST
 HW3448'OF U.S. HIGHWAY 33 FOR 6.15 MILES TO A SHARP CURVE TO THE LEFT IN
 HW3448'THE HIGHWAY AND THE STATION ON THE
 HW3448'RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH MARK
 HW3448'FROM THE STATION CONTINUE STRAIGHT AHEAD EASTERLY ON
 HW3448'U.S. HIGHWAY 33 FOR 0.3 MILE
 HW3448'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 HW3448'
 HW3448'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0470 ***********************************************************************
 JX0470  DESIGNATION -  SMITH
 JX0470  PID         -  JX0470
 JX0470  STATE/COUNTY-  WV/WETZEL
 JX0470  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0470
 JX0470                         *CURRENT SURVEY CONTROL
 JX0470  ___________________________________________________________________
 JX0470* NAD 83(1986)-  39 41 41.     (N)    080 51 10.     (W)     SCALED    
 JX0470* NAVD 88     -       193.083  (meters)     633.47   (feet)  ADJUSTED  
 JX0470  ___________________________________________________________________
 JX0470  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX0470  DYNAMIC HT  -         192.974 (meters)     633.12  (feet)  COMP
 JX0470  MODELED GRAV-     980,054.6   (mgal)                       NAVD 88
 JX0470
 JX0470  VERT ORDER  -  FIRST     CLASS II
 JX0470
 JX0470.The horizontal coordinates were scaled from a topographic map and have
 JX0470.an estimated accuracy of +/- 6 seconds.
 JX0470
 JX0470.The orthometric height was determined by differential leveling
 JX0470.and adjusted by the National Geodetic Survey in June 1991..
 JX0470
 JX0470.The geoid height was determined by GEOID03.
 JX0470
 JX0470.The dynamic height is computed by dividing the NAVD 88
 JX0470.geopotential number by the normal gravity value computed on the
 JX0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0470.degrees latitude (g = 980.6199 gals.).
 JX0470
 JX0470.The modeled gravity was interpolated from observed gravity values.
 JX0470
 JX0470;                    North         East    Units  Estimated Accuracy
 JX0470;SPC WV N     -   133,510.      483,980.      MT  (+/- 180 meters Scaled)
 JX0470
 JX0470                          SUPERSEDED SURVEY CONTROL
 JX0470
 JX0470  NGVD 29 (??/??/92)  193.261  (m)          634.06   (f) ADJ UNCH    1 2
 JX0470
 JX0470.Superseded values are not recommended for survey control.
 JX0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0470.See file dsdata.txt to determine how the superseded data were derived.
 JX0470
 JX0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND126938(NAD 83)
 JX0470_MARKER: DB = BENCH MARK DISK
 JX0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0470_SP_SET: CULVERT
 JX0470_STAMPING: SMITH 1934
 JX0470_MARK LOGO: CGS   
 JX0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0470
 JX0470  HISTORY     - Date     Condition        Report By
 JX0470  HISTORY     - 1934     MONUMENTED       CGS
 JX0470  HISTORY     - 1957     GOOD             NGS
 JX0470  HISTORY     - 1983     GOOD             NGS
 JX0470
 JX0470                          STATION DESCRIPTION
 JX0470
 JX0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0470'1.9 MI SW FROM PROCTOR.
 JX0470'ABOUT 1.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0470'FROM THE BRIDGE OVER PROCTOR CREEK AT PROCTOR, AT A POINT WHERE
 JX0470'STATE HIGHWAY 2 TURNS SOUTH AWAY FROM TRACK AND PARALLELS THE
 JX0470'TRACK TO THE NORTHEAST, IN THE TOP OF THE SOUTHWEST END OF THE
 JX0470'CONCRETE HEAD WALL OF A 30-INCH PIPE CULVERT UNDER TRACK, 13
 JX0470'FEET SOUTHEAST OF SOUTHEAST RAIL, 4 1/2 RAILS NORTHEAST OF A
 JX0470'HOUSE WITH ASBESTOS SIDING THAT IS LOCATED BETWEEN THE TRACK AND
 JX0470'HIGHWAY, 2 FEET NORTHEAST OF SOUTHWEST END OF HEAD WALL AND ABOUT
 JX0470'3 FEET BELOW LEVEL OF TRACK.
 JX0470
 JX0470                          STATION RECOVERY (1983)
 JX0470
 JX0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0470'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE WITH
 JX0470'THE FOLLOWING ADDITION.
 JX0470'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2027 ***********************************************************************
 JX2027  DESIGNATION -  SMITH
 JX2027  PID         -  JX2027
 JX2027  STATE/COUNTY-  WV/TYLER
 JX2027  USGS QUAD   -  PADEN CITY (1994)
 JX2027
 JX2027                         *CURRENT SURVEY CONTROL
 JX2027  ___________________________________________________________________
 JX2027* NAD 83(1995)-  39 32 23.58786(N)    080 59 18.62579(W)     ADJUSTED  
 JX2027* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 JX2027  ___________________________________________________________________
 JX2027  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 JX2027  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JX2027
 JX2027  HORZ ORDER  -  SECOND
 JX2027
 JX2027.The horizontal coordinates were established by classical geodetic methods
 JX2027.and adjusted by the National Geodetic Survey in April 1998..
 JX2027
 JX2027.The orthometric height was scaled from a topographic map.
 JX2027
 JX2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2027
 JX2027.The geoid height was determined by GEOID03.
 JX2027
 JX2027;                    North         East     Units Scale Factor Converg.
 JX2027;SPC WV N     -   116,504.910   472,054.911   MT  0.99994186   -0 56 57.6
 JX2027;SPC OH S     -   172,035.676   729,920.410   MT  0.99993958   +0 57 32.7
 JX2027;UTM  17      - 4,376,691.106   500,987.578   MT  0.99960001   +0 00 26.3
 JX2027
 JX2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2027!SPC WV N     -   0.99994476  x   0.99994186  =   0.99988662
 JX2027!SPC OH S     -   0.99994476  x   0.99993958  =   0.99988434
 JX2027!UTM  17      -   0.99994476  x   0.99960001  =   0.99954479
 JX2027
 JX2027:                Primary Azimuth Mark                     Grid Az
 JX2027:SPC WV N     -  SMITH AZ MK                              129 54 29.8
 JX2027:SPC OH S     -  SMITH AZ MK                              127 59 59.5
 JX2027:UTM  17      -  SMITH AZ MK                              128 57 05.9
 JX2027
 JX2027|---------------------------------------------------------------------|
 JX2027| PID    Reference Object                     Distance      Geod. Az  |
 JX2027|                                                           dddmmss.s |
 JX2027| CW9688 SMITH AZ MK                                        1285732.2 |
 JX2027| CW9689 SMITH RM 1                           11.034 METERS 12952     |
 JX2027| JX2028 SMITH USGS 1963                       4.293 METERS 18115     |
 JX2027|---------------------------------------------------------------------|
 JX2027
 JX2027                          SUPERSEDED SURVEY CONTROL
 JX2027
 JX2027  NAD 83(1986)-  39 32 23.59351(N)    080 59 18.63407(W) AD(       ) 2
 JX2027  NAD 27      -  39 32 23.32250(N)    080 59 19.24200(W) AD(       ) 2
 JX2027
 JX2027.Superseded values are not recommended for survey control.
 JX2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2027.See file dsdata.txt to determine how the superseded data were derived.
 JX2027
 JX2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0098876691(NAD 83)
 JX2027_MARKER: DS = TRIANGULATION STATION DISK
 JX2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2027_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2027
 JX2027  HISTORY     - Date     Condition        Report By
 JX2027  HISTORY     - 1963     MONUMENTED       CGS
 JX2027
 JX2027                          STATION DESCRIPTION
 JX2027
 JX2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2027'THE STATION IS LOCATED ON A HIGH PROMINENT GRASS COVERED HILL, ABOUT
 JX2027'1-3/4 MILES SOUTH OF
 JX2027'SISTERSVILLE, ABOUT 5 MILES SOUTHWEST OF PADEN CITY, ABOUT 5-1/2
 JX2027'MILES NORTHWEST OF MIDDLEBOURNE, ABOUT
 JX2027'4 MILES EAST-NORTHEAST OF FRIENDLY, AND ON THE PROPERTY OF
 JX2027'DR. STANLEY PATTERSON (DENTIST IN
 JX2027'SISTERSVILLE).  IT IS LOCATED NEAR THE HIGHEST POINT
 JX2027'OF BARE HILL.  THE MONUMENT IS FLUSH AND THE DISK IS
 JX2027'STAMPED SMITH 1963.
 JX2027'
 JX2027'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 18 IN THE SOUTH
 JX2027'EDGE OF SISTERSVILLE, GO EAST ON
 JX2027'STATE HIGHWAY 18 FOR 1.2 MILES TO A SIDE ROAD RIGHT, JUST AFTER
 JX2027'PASSING THROUGH A DEEP CUT AND
 JX2027'THE SUMMIT OF GRADE.  TURN RIGHT AND GO SOUTHERLY ON A GRAVELED
 JX2027'ROAD 0.7 MILE TO A DRIVEWAY ON THE
 JX2027'RIGHT. FROM THIS POINT PACK NORTHEAST THROUGH
 JX2027'A PASTURE FOR 0.15 MILE TO THE TOP OF A BARE HILL AND
 JX2027'THE STATION.
 JX2027'
 JX2027'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHEAST ON A
 JX2027'GRAVELED ROAD FOR 0.25 MILE
 JX2027'TO A Y-FORK.  TAKE THE LEFT FORK AND GO EASTERLY ON A GRAVELED ROAD
 JX2027'FOR 0.4 MILES TO A FRAME HOUSE ON
 JX2027'THE LEFT AND THE AZIMUTH MARK ON THE LEFT.
 JX2027'
 JX2027'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JX2027'DISK STAMPED NO 1 1957,
 JX2027'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 JX2027'THE GROUND, AND IS LOCATED ON
 JX2027'THE SOUTHEAST SLOPE OF THE HILL.
 JX2027'
 JX2027'SMITH (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY STATION MARK DISK
 JX2027'STAMPED SMITH 1957 (1902
 JX2027'FEET ELEVATION), CEMENTED IN A DRILLED HOLE IN THE TOP OF A 6 X 6
 JX2027'INCH BOULDER THAT PROJECTS 6 INCHES
 JX2027'ABOVE THE GROUND, AND IS LOCATED NEAR THE CENTER
 JX2027'OF THE TOP OF THE HILL.
 JX2027'
 JX2027'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 JX2027'ROAD, 18 FEET NORTH OF A
 JX2027'YARD FENCE CORNER, 22 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME
 JX2027'HOUSE, 6 FEET NORTH OF AN 18 INCH
 JX2027'HICKORY TREE, 6 INCHES WEST OF THE YARD FENCE, AND 2 FEET
 JX2027'NORTH OF A WITNESS POST.  THE MONUMENT
 JX2027'PROJECTS 1 INCH AND THE DISK IS STAMPED SMITH
 JX2027'1963.
 JX2027'
 JX2027'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2028 ***********************************************************************
 JX2028  DESIGNATION -  SMITH USGS 1963
 JX2028  PID         -  JX2028
 JX2028  STATE/COUNTY-  WV/TYLER
 JX2028  USGS QUAD   -  PADEN CITY (1994)
 JX2028
 JX2028                         *CURRENT SURVEY CONTROL
 JX2028  ___________________________________________________________________
 JX2028* NAD 83(1995)-  39 32 23.44869(N)    080 59 18.62971(W)     ADJUSTED  
 JX2028* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 JX2028  ___________________________________________________________________
 JX2028  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 JX2028  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JX2028
 JX2028  HORZ ORDER  -  SECOND
 JX2028
 JX2028.The horizontal coordinates were established by classical geodetic methods
 JX2028.and adjusted by the National Geodetic Survey in April 1998..
 JX2028
 JX2028.The orthometric height was scaled from a topographic map.
 JX2028
 JX2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2028
 JX2028.The geoid height was determined by GEOID03.
 JX2028
 JX2028;                    North         East     Units Scale Factor Converg.
 JX2028;SPC WV N     -   116,500.621   472,054.746   MT  0.99994187   -0 56 57.6
 JX2028;UTM  17      - 4,376,686.816   500,987.485   MT  0.99960001   +0 00 26.3
 JX2028
 JX2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2028!SPC WV N     -   0.99994476  x   0.99994187  =   0.99988663
 JX2028!UTM  17      -   0.99994476  x   0.99960001  =   0.99954479
 JX2028
 JX2028                          SUPERSEDED SURVEY CONTROL
 JX2028
 JX2028  NAD 83(1986)-  39 32 23.45435(N)    080 59 18.63798(W) AD(       ) 2
 JX2028  NAD 27      -  39 32 23.18330(N)    080 59 19.24590(W) AD(       ) 2
 JX2028
 JX2028.Superseded values are not recommended for survey control.
 JX2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2028.See file dsdata.txt to determine how the superseded data were derived.
 JX2028
 JX2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0098776687(NAD 83)
 JX2028_MARKER: DD = SURVEY DISK
 JX2028_SETTING: 80 = SET IN A BOULDER
 JX2028_SP_SET: SET IN DRILL HOLE IN A BOULDER
 JX2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2028+STABILITY: SURFACE MOTION
 JX2028
 JX2028  HISTORY     - Date     Condition        Report By
 JX2028  HISTORY     - 1963     MONUMENTED       USGS
 JX2028
 JX2028                          STATION DESCRIPTION
 JX2028
 JX2028'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX2028'THE STATION IS LOCATED ON A HIGH PROMINENT GRASS COVERED HILL,
 JX2028'IN PASTURE LAND,
 JX2028'ABOUT 1-3/4 MILES SOUTH OF SISTERSVILLE, ABOUT 5 MILES SOUTHWEST OF
 JX2028'PADEN CITY, ABOUT 5-1/2 MILES
 JX2028'NORTHWEST OF MIDDLEBOURNE, ABOUT 4 MILES EAST-NORTHEAST
 JX2028'OF FRIENDLY, AND ON THE PROPERTY OF DR. STANLEY
 JX2028'PATTERSON (DENTIST IN SISTERSVILLE).
 JX2028'IT IS A STANDARD U.S. GEOLOGICAL SURVEY STATION MARK DISK STAMPED
 JX2028'SMITH 1957 (1902 FEET
 JX2028'ELEVATION), CEMENTED IN A DRILLED HOLE IN THE TOP OF A 6 X 6 INCH
 JX2028'BOULDER THAT PROJECTS 6 INCHES
 JX2028'ABOVE THE GROUND, AND IS LOCATED NEAR THE CENTER OF THE TOP OF THE
 JX2028'HILL.
 JX2028'
 JX2028'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 18 IN THE SOUTH
 JX2028'EDGE OF SISTERSVILLE, GO EAST ON
 JX2028'STATE HIGHWAY 18 FOR 1.2 MILES TO A SIDE ROAD RIGHT, JUST AFTER
 JX2028'PASSING THROUGH A DEEP CUT AND
 JX2028'THE SUMMIT OF GRADE.  TURN RIGHT AND GO SOUTHERLY ON A GRAVELED
 JX2028'ROAD FOR 0.7 MILE TO A DRIVEWAY ON THE
 JX2028'RIGHT.  FROM THIS POINT PACK NORTHEAST THROUGH
 JX2028'A PASTURE FOR 0.15 MILE TO THE TOP OF A BARE HILL AND THE
 JX2028'STATION.  A
 JX2028'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SMITH 1963, THE
 JX2028'DISTANCE BEING 4.293 METERS
 JX2028'AND 14.09 FEET.
 JX2028'
 JX2028'NOTE- REFERENCE MARK 2 OF THIS STATION WAS FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2123 ***********************************************************************
 JX2123  DESIGNATION -  SMITHVILLE
 JX2123  PID         -  JX2123
 JX2123  STATE/COUNTY-  WV/RITCHIE
 JX2123  USGS QUAD   -  SMITHVILLE (1964)
 JX2123
 JX2123                         *CURRENT SURVEY CONTROL
 JX2123  ___________________________________________________________________
 JX2123* NAD 83(1995)-  39 03 54.10466(N)    081 03 49.57077(W)     ADJUSTED  
 JX2123* NAVD 88     -       334.14   (+/-2cm)    1096.3    (feet)  VERTCON   
 JX2123  ___________________________________________________________________
 JX2123  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 JX2123  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JX2123
 JX2123  HORZ ORDER  -  THIRD
 JX2123  VERT ORDER  -  THIRD ? (See Below)
 JX2123
 JX2123.The horizontal coordinates were established by classical geodetic methods
 JX2123.and adjusted by the National Geodetic Survey in April 1998..
 JX2123
 JX2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2123.The vertical order pertains to the NGVD 29 superseded value.
 JX2123
 JX2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2123
 JX2123.The geoid height was determined by GEOID03.
 JX2123
 JX2123;                    North         East     Units Scale Factor Converg.
 JX2123;SPC WV N     -    63,905.772   464,668.755   MT  0.99998834   -0 59 50.4
 JX2123;SPC WV S     -   229,210.278   594,480.683   MT  1.00004377   -0 02 21.9
 JX2123;UTM  17      - 4,323,994.904   494,483.131   MT  0.99960037   -0 02 24.7
 JX2123
 JX2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2123!SPC WV N     -   0.99995283  x   0.99998834  =   0.99994117
 JX2123!SPC WV S     -   0.99995283  x   1.00004377  =   0.99999660
 JX2123!UTM  17      -   0.99995283  x   0.99960037  =   0.99955322
 JX2123
 JX2123|---------------------------------------------------------------------|
 JX2123| PID    Reference Object                     Distance      Geod. Az  |
 JX2123|                                                           dddmmss.s |
 JX2123| CD2153 SMITHVILLE RM 1                      10.883 METERS 12850     |
 JX2123| CD2154 SMITHVILLE RM 2                      10.403 METERS 33831     |
 JX2123| CD2152 SMITHVILLE AZ MK                                   3590907.8 |
 JX2123|---------------------------------------------------------------------|
 JX2123
 JX2123                          SUPERSEDED SURVEY CONTROL
 JX2123
 JX2123  NAD 83(1986)-  39 03 54.10992(N)    081 03 49.57864(W) AD(       ) 3
 JX2123  NAD 27      -  39 03 53.81260(N)    081 03 50.18320(W) AD(       ) 3
 JX2123  NGVD 29 (07/19/86)  334.31   (m)         1096.8    (f) LEVELING    3  
 JX2123
 JX2123.Superseded values are not recommended for survey control.
 JX2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2123.See file dsdata.txt to determine how the superseded data were derived.
 JX2123
 JX2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9448323995(NAD 83)
 JX2123_MARKER: DS = TRIANGULATION STATION DISK
 JX2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2123
 JX2123  HISTORY     - Date     Condition        Report By
 JX2123  HISTORY     - 1956     MONUMENTED       CGS
 JX2123
 JX2123                          STATION DESCRIPTION
 JX2123
 JX2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX2123'THE STATION IS LOCATED ABOUT 1 MILE EAST OF SMITHVILLE AND ABOUT 10
 JX2123'MILES NORTH OF GRANTSVILLE.  IT
 JX2123'IS ABOUT 9 FEET SOUTH OF A WHITE WITNESS POST, 13 FEET SOUTH OF THE
 JX2123'EDGE OF THE BANK AND THE MARK IS SET
 JX2123'FLUSH WITH THE SURFACE.  THE DISK IS STAMPED SMITHVILLE
 JX2123'1956.
 JX2123'
 JX2123'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE FENCE LINE AND 4 FEET
 JX2123'SOUTH OF THE EDGE OF THE BANK.
 JX2123'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED SMITHVILLE
 JX2123'NO 1 1956.
 JX2123'
 JX2123'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF THE FENCE LINE AND 4 FEET
 JX2123'SOUTH OF THE EDGE OF THE BANK.
 JX2123'THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED SMITHVILLE
 JX2123'NO 2 1956.
 JX2123'
 JX2123'AZIMUTH MARK IS 6 INCHES EAST OF THE FENCE LINE, 15 FEET EAST OF THE
 JX2123'CENTERLINE OF A GRAVEL ROAD, 5
 JX2123'FEET NORTH OF A WHITE WITNESS POST AND 76 FEET SOUTHWEST OF A UTILITY
 JX2123'POLE.  THE MARK PROJECTS 1 INCH AND
 JX2123'THE DISK IS STAMPED SMITHVILLE 1956.
 JX2123'
 JX2123'TO REACH THE STATION FROM THE CENTER OF THE BUSINESS DISTRICT IN
 JX2123'SMITHVILLE AT THE JUNCTION OF
 JX2123'STATE HIGHWAYS 16 AND 47, GO EASTERLY ON STATE HIGHWAY 47 FOR 2.05
 JX2123'MILES TO GATE ON RIGHT.  PASS
 JX2123'THROUGH GATE AND TURN SHARP RIGHT AND GO WESTERLY ALONG FENCE
 JX2123'LINE FOR 0.05 MILE TO STATION AS
 JX2123'DESCRIBED.
 JX2123'
 JX2123'TO REACH AZIMUTH MARK FROM STATION GO EASTERLY ALONG FENCE LINE FOR
 JX2123'0.05 MILE TO GATE ON LEFT.
 JX2123'PASS THROUGH GATE AND TURN SHARP LEFT AND GO WESTERLY ON STATE
 JX2123'HIGHWAY 47 0.15 MILE TO GRAVEL SIDE
 JX2123'ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY FOR 0.2 MILE TO
 JX2123'AZIMUTH MARK ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3471 ***********************************************************************
 HW3471  DESIGNATION -  SMOKE
 HW3471  PID         -  HW3471
 HW3471  STATE/COUNTY-  WV/PENDLETON
 HW3471  USGS QUAD   -  UPPER TRACT (1995)
 HW3471
 HW3471                         *CURRENT SURVEY CONTROL
 HW3471  ___________________________________________________________________
 HW3471* NAD 83(1995)-  38 50 37.93482(N)    079 19 49.25305(W)     ADJUSTED  
 HW3471* NAVD 88     -      1154.2    (meters)    3787.     (feet)  VERTCON   
 HW3471  ___________________________________________________________________
 HW3471  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 HW3471  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HW3471
 HW3471  HORZ ORDER  -  SECOND
 HW3471
 HW3471.The horizontal coordinates were established by classical geodetic methods
 HW3471.and adjusted by the National Geodetic Survey in April 1998..
 HW3471
 HW3471.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3471
 HW3471.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3471
 HW3471.The geoid height was determined by GEOID03.
 HW3471
 HW3471;                    North         East     Units Scale Factor Converg.
 HW3471;SPC WV S     -   205,961.776   744,944.244   MT  0.99999183   +1 01 55.8
 HW3471;SPC WV N     -    38,189.779   614,729.060   MT  1.00003318   +0 06 29.5
 HW3471;UTM  17      - 4,300,775.378   644,899.709   MT  0.99985854   +1 02 50.6
 HW3471
 HW3471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3471!SPC WV S     -   0.99982383  x   0.99999183  =   0.99981566
 HW3471!SPC WV N     -   0.99982383  x   1.00003318  =   0.99985700
 HW3471!UTM  17      -   0.99982383  x   0.99985854  =   0.99968239
 HW3471
 HW3471|---------------------------------------------------------------------|
 HW3471| PID    Reference Object                     Distance      Geod. Az  |
 HW3471|                                                           dddmmss.s |
 HW3471| DC4342 SMOKE RM 2                           17.399 METERS 04511     |
 HW3471| DC4343 SMOKE RM 3                           10.178 METERS 04835     |
 HW3471| HW3472 NORTH MOUNTAIN LOOKOUT TOWER        228.777 METERS 08859     |
 HW3471| DC4341 SMOKE RM 1                           20.233 METERS 14051     |
 HW3471| DC4340 SMOKE AZ MK                                        3273132.8 |
 HW3471| HW3467 PLAINS                              APPROX.13.6 KM 3500223.5 |
 HW3471|---------------------------------------------------------------------|
 HW3471
 HW3471                          SUPERSEDED SURVEY CONTROL
 HW3471
 HW3471  NAD 83(1995)-  38 50 37.93918(N)    079 19 49.26190(W) AD(       ) 2
 HW3471  NAD 83(1986)-  38 50 37.94092(N)    079 19 49.26270(W) AD(       ) 2
 HW3471  NAD 27      -  38 50 37.53920(N)    079 19 50.10590(W) AD(       ) 2
 HW3471  NGVD 29 (07/19/86) 1154.3    (m)         3787.     (f) VERT ANG       
 HW3471
 HW3471.Superseded values are not recommended for survey control.
 HW3471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3471.See file dsdata.txt to determine how the superseded data were derived.
 HW3471
 HW3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD4490000775(NAD 83)
 HW3471_MARKER: DS = TRIANGULATION STATION DISK
 HW3471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3471
 HW3471  HISTORY     - Date     Condition        Report By
 HW3471  HISTORY     - 1956     MONUMENTED       CGS
 HW3471  HISTORY     - 1970     SEE DESCRIPTION  USFS
 HW3471  HISTORY     - 1978     GOOD             NGS
 HW3471
 HW3471                          STATION DESCRIPTION
 HW3471
 HW3471'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3471'THE STATION IS LOCATED ON NORTH FORK MOUNTAIN WHICH IS, AIRLINE,
 HW3471'ABOUT 4-1/2 MILES NORTHWEST OF
 HW3471'THE VILLAGE OF UPPER TRACT, 3 MILES EAST OF MOUTH OF SENECA AND 0.1
 HW3471'MILE WEST OF THE NORTH MOUNTAIN
 HW3471'TOWER.  IT IS AT THE SOUTHWEST EDGE OF THE PIPE LINE
 HW3471'RIGHT-OF-WAY OF THE ATLANTIC SEABOARD
 HW3471'CORPORATION AND 0.05 MILE NORTHWEST OF A FORK
 HW3471'OF THE PIPE LINES.
 HW3471'
 HW3471'THE STATION MARK IS A STANDARD DISK STAMPED SMOKE 1956 SET IN THE TOP
 HW3471'OF A 10 INCH SQUARE
 HW3471'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS
 HW3471'25 FEET SOUTHWEST OF THE PIPE
 HW3471'LINE TRENCH AND 13 FEET SOUTH OF A WHITE WITNESS POST.
 HW3471'
 HW3471'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SMOKE NO 1 1956
 HW3471'SET IN THE TOP OF A 10 INCH
 HW3471'SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE
 HW3471'MARK IS 32 FEET SOUTHWEST OF THE
 HW3471'PIPE LINE TRENCH AND IT IS AT THE STATION ELEVATION.
 HW3471'
 HW3471'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SMOKE NO 2 1956
 HW3471'SET IN THE TOP OF A 10 INCH
 HW3471'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE
 HW3471'MARK IS 30 FEET NORTHEAST OF THE
 HW3471'PIPE LINE TRENCH AND IT IS ABOUT 6 INCHES HIGHER
 HW3471'THAN THE STATION.
 HW3471'
 HW3471'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SMOKE 1956 SET IN A DRILL
 HW3471'HOLE IN AN OUTCROPPING OF
 HW3471'BEDROCK THAT IS FLUSH WITH THE GROUND.  THE MARK IS 12 FEET EAST OF
 HW3471'THE PIPE LINE TRENCH AND 0.5 FOOT WEST OF A 3 FOOT CAIRN.
 HW3471'
 HW3471'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PETERSBURG GO WEST
 HW3471'ON VIRGINIA AVENUE FOR 0.05
 HW3471'MILE TO THE JUNCTION OF U.S. HIGHWAY 220 AND STATE HIGHWAYS 28 AND 4.
 HW3471'TURN RIGHT ON STATE HIGHWAYS 28
 HW3471'AND 4 AND GO NORTH AND WEST FOR 6.95 MILE TO A SIDE
 HW3471'ROAD LEFT AS PER SIGN SMOKE HOLE RD.  TURN LEFT,
 HW3471'SOUTH, OVER A BRIDGE CROSSING THE
 HW3471'SOUTH BRANCH OF THE NORTH FORK OF THE POTOMAC RIVER AND GO 11.5
 HW3471'MILES TO A T-ROAD
 HW3471'INTERSECTION.  TURN RIGHT AS PER SIGN NORTH MOUNTAIN TOWER AND GO
 HW3471'SOUTHWESTERLY ON FOREST SERVICE
 HW3471'ROAD NO. 79 FOR 5.2 MILES TO THE NORTH MOUNTAIN TOWER.  CONTINUE WEST
 HW3471'FOR 0.05 MILE ALONG THE PIPE LINE
 HW3471'TO A FORK OF THE PIPE LINES.  TAKE THE RIGHT FORK
 HW3471'OF THE PIPE LINES AND GO NORTHWESTERLY FOR 0.05 MILE
 HW3471'TO THE STATION AS DESCRIBED.
 HW3471'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHERLY FOLLOWING THE
 HW3471'PIPE LINE THROUGH A SMALL
 HW3471'RAVINE FOR 0.2 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 HW3471'
 HW3471'HEIGHT OF LIGHT ABOVE STATION MARK 22.37 METERS.
 HW3471
 HW3471                          STATION RECOVERY (1970)
 HW3471
 HW3471'RECOVERY NOTE BY US FOREST SERVICE 1970 (RRO)
 HW3471'MARK STAMPED- SMOKE 1956 CONDITION- AZIMUTH MARK REMOVED
 HW3471'BY PIPE LINE CONSTRUCTION, CAIRN GONE.
 HW3471'
 HW3471'FORM 685 SUBMITTED 18 APRIL 1969, RECEIPTED BY FORM 685-6 DATED 2
 HW3471'APRIL 1969 RE-SET AZIMUTH
 HW3471'MARK ON 18 JUNE 1970 BY JERRY SHREVE, PARTY CHIEF, REG LAND
 HW3471'SURVEYOR- SET INTO 6 IN BY 36 IN
 HW3471'CONCRETE-FILLED STEEL PIPE, ALONG GAS PIPE-LINE
 HW3471'CLEARING.  AS WITNESSES, AN 8 IN RED OAK BEARS S 71
 HW3471'DEG 00 MIN E (TRUE BRG.) 25.67 FT. AND
 HW3471'A POWER POLE BEARS S 62 DEG 10 MIN W (TRUE BRG.) 41.56 FT.
 HW3471
 HW3471                          STATION RECOVERY (1978)
 HW3471
 HW3471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RGP)
 HW3471'NO OTHER OBJECTS V.G.
 HW3471'
 HW3471'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 HW3471'GOOD CONDITION.  REFERENCE MARK 2 HAD BEEN DESTROYED BY THE
 HW3471'CONSTRUCTION OF A PIPE LINE.  A SEARCH WAS MADE FOR THE AZIMUTH
 HW3471'MARK AND NO EVIDENCE OF IT WAS FOUND.  THE EXACT LOCATION OF WHERE
 HW3471'THE AZIMUTH MARK WAS SET IN 1970 COULD NOT BE DETERMINED.  THERE
 HW3471'IS NO SUITABLE LOCATION TO SET A NEW AZIMUTH MARK AT THIS DATE.
 HW3471'A NEW REFERENCE MARK 3 WAS ESTABLISHED.  THE NORTH MOUNTAIN
 HW3471'LOOKOUT TOWER HAS BEEN TORN DOWN AND NO NEW TOWER BUILT AS OF THIS
 HW3471'DATE.  THE MEASUREMENT TO REFERENCE MARK 1 WHICH WAS MADE IN
 HW3471'1956 APPEARS TO BE IN ERROR, THE FEET AND METERS FAIL TO CHECK WHEN
 HW3471'THEY ARE CONVERTED.
 HW3471'
 HW3471'A COMPLETE NEW DESCRIPTION FOLLOWS.
 HW3471'
 HW3471'THE STATION IS LOCATED ABOUT 17 AIRLINE MILES SOUTHWEST OF
 HW3471'PETERSBURG, 4-1/2 MILES NORTHWEST OF UPPER TRACK, 3 MILES EAST OF THE
 HW3471'MOUTH OF SENECA AND ON THE NORTH FORK MOUNTAIN.
 HW3471'
 HW3471'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 220 AND STATE HIGHWAY
 HW3471'28 IN PETERSBURG, GO SOUTHERLY ON U.S. HIGHWAY 220 FOR 17.8 MILES
 HW3471'TO A SIDE ROAD RIGHT JUST AFTER CROSSING A BRIDGE OVER THE SOUTH
 HW3471'BRANCH OF THE POTOMAC RIVER.  TURN RIGHT AND GO NORTHWEST ON A
 HW3471'PAVED ROAD AS PER SIGN SMOKE HOLE 5 BIG BEND 9 FOR 5.5 MILES TO A
 HW3471'FORK.  KEEP LEFT AS PER SIGN N MTN TOW 6 AND GO NORTHWEST ON A
 HW3471'PAVED ROAD FOR 0.5 MILE TO A FORK.  KEEP LEFT AND GO SOUTHERLY
 HW3471'UPHILL ON A WINDING BLADED ROAD FOR 5.25 MILES (FOREST SERVICE
 HW3471'ROAD NUMBER 74) TO THE TOP OF THE MOUNTAIN AT THE RUINS OF THE OLD
 HW3471'NORTH MOUNTAIN LOOKOUT TOWER.  CONTINUE SOUTHWEST ON THE BLADED ROAD
 HW3471'FOR 0.05 MILE TO A FORK.  KEEP RIGHT AND GO NORTHWEST ON A
 HW3471'BLADED ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 HW3471'
 HW3471'THE STATION MARK IS A STANDARD DISK STAMPED SMOKE 1956, SET IN THE
 HW3471'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 HW3471'IT IS 28 FEET SOUTHWEST OF THE CENTER OF THE PIPELINE ROAD, 25 FEET
 HW3471'EAST OF A 12-INCH OAK TREE WITH A TRIANGULAR BLAZE, 10 FEET
 HW3471'NORTHEAST OF THE SOUTH SIDE OF THE TIMBERED AREA AND 3.5 FEET
 HW3471'NORTHEAST OF A WITNESS POST.
 HW3471'
 HW3471'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SMOKE NO 1 1956, SET IN
 HW3471'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HW3471'2-INCHES.  IT IS 86 FEET SOUTHEAST OF THE TREE WITH THE BLAZE, 66.5
 HW3471'FEET SOUTHEAST OF THE WITNESS POST AND 41 FEET SOUTHWEST OF THE
 HW3471'CENTER OF THE ROAD.
 HW3471'
 HW3471'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SMOKE 1956 NO 3 1978,
 HW3471'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HW3471'1-INCH.  IT IS 36.9 FEET NORTHEAST OF THE WITNESS POST, 35 FEET
 HW3471'EAST OF THE TREE WITH THE BLAZE AND 5 FEET NORTHEAST OF THE CENTER
 HW3471'OF THE ROAD.
 HW3471'
 HW3471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 HW3471'NORTHWEST OF UPPER TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1112 ***********************************************************************
 JX1112  DESIGNATION -  SMOOT
 JX1112  PID         -  JX1112
 JX1112  STATE/COUNTY-  WV/JACKSON
 JX1112  USGS QUAD   -  PORTLAND (1994)
 JX1112
 JX1112                         *CURRENT SURVEY CONTROL
 JX1112  ___________________________________________________________________
 JX1112* NAD 83(1986)-  39 02 43.     (N)    081 47 18.     (W)     SCALED    
 JX1112* NAVD 88     -       179.923  (meters)     590.30   (feet)  ADJUSTED  
 JX1112  ___________________________________________________________________
 JX1112  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JX1112  DYNAMIC HT  -         179.807 (meters)     589.92  (feet)  COMP
 JX1112  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 JX1112
 JX1112  VERT ORDER  -  FIRST     CLASS II
 JX1112
 JX1112.The horizontal coordinates were scaled from a topographic map and have
 JX1112.an estimated accuracy of +/- 6 seconds.
 JX1112
 JX1112.The orthometric height was determined by differential leveling
 JX1112.and adjusted by the National Geodetic Survey in June 1991..
 JX1112.WARNING-Repeat measurements at this control monument indicate possible
 JX1112.vertical movement.
 JX1112
 JX1112.The geoid height was determined by GEOID03.
 JX1112
 JX1112.The dynamic height is computed by dividing the NAVD 88
 JX1112.geopotential number by the normal gravity value computed on the
 JX1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1112.degrees latitude (g = 980.6199 gals.).
 JX1112
 JX1112.The modeled gravity was interpolated from observed gravity values.
 JX1112
 JX1112;                    North         East    Units  Estimated Accuracy
 JX1112;SPC WV S     -   227,310.      531,750.      MT  (+/- 180 meters Scaled)
 JX1112
 JX1112                          SUPERSEDED SURVEY CONTROL
 JX1112
 JX1112  NGVD 29 (??/??/92)  180.106  (m)          590.90   (f) ADJ UNCH    1 2
 JX1112
 JX1112.Superseded values are not recommended for survey control.
 JX1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1112.See file dsdata.txt to determine how the superseded data were derived.
 JX1112
 JX1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD317220(NAD 83)
 JX1112_MARKER: DB = BENCH MARK DISK
 JX1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1112_SP_SET: CONCRETE BASE
 JX1112_STAMPING: SMOOT 1933
 JX1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1112
 JX1112  HISTORY     - Date     Condition        Report By
 JX1112  HISTORY     - 1933     MONUMENTED       CGS
 JX1112  HISTORY     - 1943     GOOD             NGS
 JX1112  HISTORY     - 1976     GOOD             NGS
 JX1112  HISTORY     - 1984     MARK NOT FOUND   NGS
 JX1112
 JX1112                          STATION DESCRIPTION
 JX1112
 JX1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1112'AT POLK.
 JX1112'AT POLK, JACKSON COUNTY, 39.2 FEET SOUTHWEST ACROSS THE TRACK
 JX1112'FROM THE SOUTH CORNER OF THE BALTIMORE AND OHIO RAILROAD STATION,
 JX1112'13.6 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 9.2 FEET
 JX1112'NORTHEAST OF THE SECOND POLE SOUTHEAST OF POLE 120+20, IN THE TOP
 JX1112'OF THE NORTH CORNER OF THE CONCRETE BASE OF AN ABANDONED SEMAPHORE,
 JX1112'ABOUT ONE FOOT LOWER THAN THE TRACK, AND ABOUT 1/2 FOOT UNDERGROUND.
 JX1112'A STANDARD DISK, STAMPED SMOOT 1933 ACCESS TO WHICH IS HAD
 JX1112'THROUGH AN 8- BY 8-INCH WOODEN BOX.
 JX1112
 JX1112                          STATION RECOVERY (1976)
 JX1112
 JX1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1112'RECOVERED IN GOOD CONDITION.
 JX1112
 JX1112                          STATION RECOVERY (1984)
 JX1112
 JX1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1112'NOT RECOVERED, THE RAILROADS SHOULDER HAS BEEN ELEVATED, LOCATION IS
 JX1112'NOW COVERED WITH CRUSHED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1279 ***********************************************************************
 JW1279  DESIGNATION -  SNOW
 JW1279  PID         -  JW1279
 JW1279  STATE/COUNTY-  WV/TUCKER
 JW1279  USGS QUAD   -  MOUNT STORM LAKE (1981)
 JW1279
 JW1279                         *CURRENT SURVEY CONTROL
 JW1279  ___________________________________________________________________
 JW1279* NAD 83(1995)-  39 09 49.60479(N)    079 19 20.07850(W)     ADJUSTED  
 JW1279* NAVD 88     -      1242.     (meters)    4075.     (feet)  SCALED    
 JW1279  ___________________________________________________________________
 JW1279  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 JW1279  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JW1279
 JW1279  HORZ ORDER  -  FIRST
 JW1279
 JW1279.The horizontal coordinates were established by classical geodetic methods
 JW1279.and adjusted by the National Geodetic Survey in April 1998..
 JW1279
 JW1279.The orthometric height was scaled from a topographic map.
 JW1279
 JW1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1279
 JW1279.The geoid height was determined by GEOID03.
 JW1279
 JW1279;                    North         East     Units Scale Factor Converg.
 JW1279;SPC WV N     -    73,705.890   615,362.375   MT  0.99997307   +0 06 48.1
 JW1279;UTM  17      - 4,336,292.060   644,948.551   MT  0.99985870   +1 03 35.1
 JW1279
 JW1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1279!SPC WV N     -   0.99981004  x   0.99997307  =   0.99978311
 JW1279!UTM  17      -   0.99981004  x   0.99985870  =   0.99966876
 JW1279
 JW1279:                Primary Azimuth Mark                     Grid Az
 JW1279:SPC WV N     -  MT STORM VEPCO STK                       050 51 53.4
 JW1279:UTM  17      -  MT STORM VEPCO STK                       049 55 06.4
 JW1279
 JW1279|---------------------------------------------------------------------|
 JW1279| PID    Reference Object                     Distance      Geod. Az  |
 JW1279|                                                           dddmmss.s |
 JW1279| JW1280 MT STORM VEPCO STK                  APPROX. 6.4 KM 0505841.5 |
 JW1279| JW1277 PIGEON ROOST LOT                    APPROX. 8.9 KM 0725013.2 |
 JW1279| CW9693 SNOW RM 1                             4.041 METERS 15921     |
 JW1279| CW9692 SNOW AZ MK                                         1602959.0 |
 JW1279| JW1278 SNOW USGS 1941                        3.430 METERS 27629     |
 JW1279| JW1300 BACKBONE MTN LOT                    APPROX.16.7 KM 3224825.4 |
 JW1279|---------------------------------------------------------------------|
 JW1279
 JW1279                          SUPERSEDED SURVEY CONTROL
 JW1279
 JW1279  NAD 83(1995)-  39 09 49.61246(N)    079 19 20.08451(W) AD(       ) 1
 JW1279  NAD 83(1986)-  39 09 49.61466(N)    079 19 20.08744(W) AD(       ) 1
 JW1279  NAD 27      -  39 09 49.21920(N)    079 19 20.92750(W) AD(       ) 1
 JW1279
 JW1279.Superseded values are not recommended for survey control.
 JW1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1279.See file dsdata.txt to determine how the superseded data were derived.
 JW1279
 JW1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD4494936292(NAD 83)
 JW1279_MARKER: DS = TRIANGULATION STATION DISK
 JW1279_SETTING: 80 = SET IN A BOULDER
 JW1279_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1279
 JW1279  HISTORY     - Date     Condition        Report By
 JW1279  HISTORY     - 1941     MONUMENTED       CGS
 JW1279  HISTORY     - 1975     GOOD             NGS
 JW1279
 JW1279                          STATION DESCRIPTION
 JW1279
 JW1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1279'STATION IS ABOUT 9 MILES SW OF THE VILLAGE OF MT. STORM ON A BARE
 JW1279'ROCKY KNOB LOCALLY KNOWN AS SNOW
 JW1279'PEAK WHICH IS THE HIGHEST POINT IN THE VICINITY.
 JW1279'IT IS ABOUT 14 FEET E OF THE
 JW1279'HIGHEST POINT OF THE ROCKS AND IS
 JW1279'STAMPED SNOW 1941.
 JW1279'
 JW1279'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JW1279'DISKS WEDGED IN
 JW1279'DRILL HOLES IN BOULDERS.
 JW1279'
 JW1279'REFERENCE MARK NO. 1 IS STAMPED SNOW NO. 1 1941.
 JW1279'
 JW1279'SNOW (USGS) IS W OF THE STATION AND ABOUT 3 FEET SE OF THE
 JW1279'HIGHEST POINT OF
 JW1279'THE ROCKS.  IT IS AN UNSTAMPED STANDARD U.S.
 JW1279'GEOLOGICAL SURVEY TRIANGULATION
 JW1279'STATION DISK SET IN A DRILL HOLE
 JW1279'IN A VERY LARGE BOULDER OR OUTCROPPING BEDROCK.
 JW1279'
 JW1279'AZIMUTH MARK IS 200 YARDS E OF A PROMINENT ROCK OUTCROP, AND
 JW1279'100 YARDS N OF THE
 JW1279'TOP OF A RIDGE.  IT IS WITNESSED BY A SMALL
 JW1279'CAIRN ON THE BOULDER IN WHICH IT IS
 JW1279'SET AND IS STAMPED SNOW 1941.
 JW1279'
 JW1279'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 JW1279'42 IN MT. STORM,
 JW1279'GO SOUTHERLY ON STATE HIGHWAY 42 FOR 8.4 MILES
 JW1279'TO SCHERR POST OFFICE, THENCE
 JW1279'CONTINUE ON STATE HIGHWAY 42 FOR 4.9
 JW1279'MILES AND TURN RIGHT AT A CHURCH ONTO A
 JW1279'SECONDARY ROAD, THENCE 2.1
 JW1279'MILES TO A SMALL SCHOOL AND TURN RIGHT, THENCE 2.8 MILES TO A
 JW1279'LOCKED GATE WHERE THE PUBLIC ROAD TURNS LEFT.  THE KEY TO THE GATE
 JW1279'IS KEPT AT THE DAM
 JW1279'AT THE END OF THE ROAD INSIDE THE GATE.  THE
 JW1279'CARETAKER, MR. BECKER, MAY BE
 JW1279'CONTACTED BY TELEPHONE FROM THE
 JW1279'HOUSE NEAR THE GATE.  PASS THROUGH THE GATE AND
 JW1279'FOLLOW THE MAIN
 JW1279'MEANDERING ROAD UP THE STEEP HILL AND ACROSS THE HILLTOP 3.3 MILES
 JW1279'TO THE HOUSE AT
 JW1279'THE NORTHWESTERLY END OF THE DAM BELONGING TO THE
 JW1279'WEST VIRGINIA PULP AND PAPER
 JW1279'COMPANY.  CONTINUE ACROSS FIELDS ON
 JW1279'A DIM ROAD NORTHWESTERLY 0.4 MILE TO FENCE
 JW1279'BESIDE OLD OVERGROWN
 JW1279'RAILROAD BED.  THENCE AFOOT NORTHERLY ALONG THE OLD RAILROAD
 JW1279'BED TO BEYOND
 JW1279'THE FIRST SMALL STREAM CROSSING, THENCE NORTHWESTERLY
 JW1279'ACROSS THE BOULDER FIELDS TO
 JW1279'THE HIGHEST PROMINENT ROCKS AND THE
 JW1279'STATION.  THE TRAVEL AFOOT WITH PACKS REQUIRED
 JW1279'1-1/2 HOURS.
 JW1279'
 JW1279'ALL LINES OBSERVED WERE CLEAR FROM A 4-FOOT STAND.
 JW1279
 JW1279                          STATION RECOVERY (1975)
 JW1279
 JW1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1279'THE STATION MARK, REFERENCE MARK 1 AND SNOW USGS WERE RECOVERED.
 JW1279'A DILIGENT SEARCH FOR THE AZIMUTH MARK WAS MADE ON TWO SEPARATE
 JW1279'OCCASIONS WITHOUT THE MARK BEING FOUND.  THE DIRECTION TO
 JW1279'REFERENCE MARK 1 DIFFERED FROM THE PREVIOUS DATA BY 34 MINUTES,
 JW1279'21 SECONDS AND THE DISTANCE WAS FOUND TO BE 0.041 METER LONGER.
 JW1279'THE DIRECTION TO SNOW USGS DIFFERED FROM THE PREVIOUS DATA BY
 JW1279'4 MINUTES AND THE DISTANCE DIFFERED BY 0.004 METER LONGER.
 JW1279'FOLLOWING IS A NEW DESCRIPTION.
 JW1279'
 JW1279'THE STATION IS ABOUT 9-1/2 MILES EAST OF THOMAS, 9 MILES SOUTHWEST
 JW1279'OF MT STORM, 8-1/2 MILES WEST-SOUTHWEST OF SCHERR AND ON PROPERTY
 JW1279'OWNED BY THE WESTERN MARYLAND RAILROAD COMPANY.  MR. JOHN ADAMS,
 JW1279'TIMBER AND LAND MANAGER, GAVE PERMISSION AND PROVIDED ACCESS
 JW1279'THROUGH A LOCKED GATE.  HIS OFFICE IS AT THOMAS, WEST VIRGINIA,
 JW1279'TELEPHONE 304-463-4100.
 JW1279'
 JW1279'TO REACH THE STATION FROM THE POST OFFICE AT THOMAS, GO SOUTH
 JW1279'ON STATE HIGHWAY 32 FOR 1.7 MILES TO THE JUNCTION OF STATE
 JW1279'HIGHWAY 93.  TURN LEFT AND GO EASTERLY ON HIGHWAY 93 FOR 7.1 MILES
 JW1279'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY ON A GRAVELED
 JW1279'ROAD FOR 0.4 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 JW1279'SOUTHERLY ON THE MAIN GRAVELED ROAD FOR 0.7 MILE TO A LOCKED
 JW1279'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHERLY FOR 1.9 MILES
 JW1279'TO THE END OF TRUCK TRAVEL.  FROM HERE, PACK EASTERLY, THROUGH
 JW1279'WOODS, TO THE SUMMIT OF THE MOUNTAIN AND THE STATION ON THE
 JW1279'HIGHEST POINT OF A LARGE ROCK OUTCROP.  PACKING TIME IS ABOUT
 JW1279'45 MINUTES.
 JW1279'
 JW1279'STATION MARK IS A STANDARD DISK, STAMPED--SNOW 1941---, CEMENTED IN
 JW1279'A DRILL HOLE IN THE LARGE ROCK OUTCROP.  IT IS 10 FEET SOUTHEAST
 JW1279'OF THE HIGHEST POINT.
 JW1279'
 JW1279'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED--SNOW NO 1 1941---,
 JW1279'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER.  IT IS ABOUT
 JW1279'THE SAME ELEVATION AS THE STATION.
 JW1279'
 JW1279'SNOW USGS IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY AND
 JW1279'STATE OF WEST VIRGINIA---NOT STAMPED---, CEMENTED IN A DRILL HOLE AT
 JW1279'THE HIGHEST POINT OF THE ROCK OUTCROP.  IT IS ABOUT 2 FEET HIGHER
 JW1279'THAN THE STATION.
 JW1279'
 JW1279'HEIGHT OF LIGHT ABOVE MARK 1.6 METERS.
 JW1279'AN ADDITIONAL AZIMUTH MARK WAS NOT ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1278 ***********************************************************************
 JW1278  DESIGNATION -  SNOW USGS 1941
 JW1278  PID         -  JW1278
 JW1278  STATE/COUNTY-  WV/TUCKER
 JW1278  USGS QUAD   -  MOUNT STORM LAKE (1981)
 JW1278
 JW1278                         *CURRENT SURVEY CONTROL
 JW1278  ___________________________________________________________________
 JW1278* NAD 83(1995)-  39 09 49.61734(N)    079 19 20.22047(W)     ADJUSTED  
 JW1278* NAVD 88     -      1245.     (meters)    4085.     (feet)  SCALED    
 JW1278  ___________________________________________________________________
 JW1278  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 JW1278  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JW1278
 JW1278  HORZ ORDER  -  SECOND
 JW1278
 JW1278.The horizontal coordinates were established by classical geodetic methods
 JW1278.and adjusted by the National Geodetic Survey in April 1998..
 JW1278
 JW1278.The orthometric height was scaled from a topographic map.
 JW1278
 JW1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1278
 JW1278.The geoid height was determined by GEOID03.
 JW1278
 JW1278;                    North         East     Units Scale Factor Converg.
 JW1278;SPC WV N     -    73,706.270   615,358.966   MT  0.99997307   +0 06 48.0
 JW1278;UTM  17      - 4,336,292.383   644,945.137   MT  0.99985869   +1 03 35.0
 JW1278
 JW1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1278!SPC WV N     -   0.99980957  x   0.99997307  =   0.99978264
 JW1278!UTM  17      -   0.99980957  x   0.99985869  =   0.99966828
 JW1278
 JW1278                          SUPERSEDED SURVEY CONTROL
 JW1278
 JW1278  NAD 83(1995)-  39 09 49.62500(N)    079 19 20.22647(W) AD(       ) 2
 JW1278  NAD 83(1986)-  39 09 49.62721(N)    079 19 20.22949(W) AD(       ) 2
 JW1278  NAD 27      -  39 09 49.23190(N)    079 19 21.06940(W) AD(       ) 2
 JW1278
 JW1278.Superseded values are not recommended for survey control.
 JW1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1278.See file dsdata.txt to determine how the superseded data were derived.
 JW1278
 JW1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD4494536292(NAD 83)
 JW1278_MARKER: DD = SURVEY DISK
 JW1278_SETTING: 80 = SET IN A BOULDER
 JW1278_SP_SET: SET IN DRILL HOLE IN A BOULDER
 JW1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1278+STABILITY: SURFACE MOTION
 JW1278
 JW1278  HISTORY     - Date     Condition        Report By
 JW1278  HISTORY     - 1941     MONUMENTED       USGS
 JW1278  HISTORY     - 1975     GOOD             NGS
 JW1278
 JW1278                          STATION DESCRIPTION
 JW1278
 JW1278'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 JW1278'STATION IS ABOUT 9 MILES SW OF THE VILLAGE OF MT. STORM ON A BARE
 JW1278'ROCKY KNOB KNOWN LOCALLY
 JW1278'AS SNOW PEAK WHICH IS THE HIGHEST POINT IN THE
 JW1278'VICINITY.  IT IS ABOUT 11 FEET
 JW1278'WEST OF TRIANGULATION STATION SNOW
 JW1278'
 JW1278'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY TRIANGULATION
 JW1278'DISK, UNSTAMPED,
 JW1278'SET IN A DRILL HOLE IN A LARGE BOULDER OR
 JW1278'OUTCROPPING BEDROCK.
 JW1278'
 JW1278'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JW1278'STATE HIGHWAY 42
 JW1278'IN MT. STORM, GO S ON STATE HIGHWAY 42 FOR 8.4
 JW1278'MILES TO SCHERR POST OFFICE, THENCE
 JW1278'CONTINUE ON STATE HIGHWAY 42
 JW1278'FOR 4.9 MILES AND TURN RIGHT AT A CHURCH ONTO A
 JW1278'SECONDARY ROAD,
 JW1278'THENCE 2.1 MILES TO A SMALL SCHOOL AND TURN RIGHT, THENCE 2.8
 JW1278'MILES TO A
 JW1278'LOCKED GATE WHERE THE PUBLIC ROAD TURNS LEFT.  THE KEY TO THE
 JW1278'GATE IS KEPT AT THE DAM
 JW1278'AT THE END OF THE ROAD INSIDE THE GATE.
 JW1278'THE CARETAKER, MR. BECKER, MAY BE
 JW1278'CONTACTED BY TELEPHONE FROM THE
 JW1278'HOUSE NEAR THE GATE.  PASS THROUGH THE GATE AND
 JW1278'FOLLOW THE MAIN
 JW1278'MEANDERING ROAD UP THE STEEP HILL AND ACROSS HILL TOP 3.3 MILES
 JW1278'TO THE HOUSE AT
 JW1278'THE NW END OF THE DAM BELONGING TO THE WEST VIRGINIA
 JW1278'PULP AND PAPER COMPANY.  CONTINUE
 JW1278'ACROSS FIELDS ON A DIM ROAD
 JW1278'NORTHWESTERLY 0.4 MILE TO FENCE BESIDE OLD OVERGROWN
 JW1278'RAILROAD BED.
 JW1278'THIS IS THE END OF TRUCK TRAVEL.  CONTINUE ON FOOT NORTHERLY ALONG
 JW1278'THE OLD RAILROAD
 JW1278'BED TO BEYOND THE FIRST SMALL STREAM CROSSING,
 JW1278'THENCE NORTHWESTERLY ACROSS BOULDER
 JW1278'FIELDS TO THE HIGHEST PROMINENT
 JW1278'ROCKS AND THE STATION.
 JW1278
 JW1278                          STATION RECOVERY (1975)
 JW1278
 JW1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1278'FOR THE ROUTE TO THIS STATION AND A DESCRIPTION OF THE MARK, SEE THE
 JW1278'RECOVEREY NOTE FOR STATION SNOW 1941.
 JW1278'
 JW1278'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SOUTHEAST
 JW1278'OF DAVIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3460 ***********************************************************************
 HW3460  DESIGNATION -  SOCRATES
 HW3460  PID         -  HW3460
 HW3460  STATE/COUNTY-  WV/PENDLETON
 HW3460  USGS QUAD   -  SUGAR GROVE (1981)
 HW3460
 HW3460                         *CURRENT SURVEY CONTROL
 HW3460  ___________________________________________________________________
 HW3460* NAD 83(1995)-  38 35 53.06047(N)    079 17 27.46301(W)     ADJUSTED  
 HW3460* NAVD 88     -      1032.5    (meters)    3387.     (feet)  VERTCON   
 HW3460  ___________________________________________________________________
 HW3460  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 HW3460  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 HW3460
 HW3460  HORZ ORDER  -  SECOND
 HW3460
 HW3460.The horizontal coordinates were established by classical geodetic methods
 HW3460.and adjusted by the National Geodetic Survey in April 1998..
 HW3460
 HW3460.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3460
 HW3460.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3460
 HW3460.The geoid height was determined by GEOID03.
 HW3460
 HW3460;                    North         East     Units Scale Factor Converg.
 HW3460;SPC WV S     -   178,743.426   748,866.117   MT  0.99995167   +1 03 23.5
 HW3460;SPC VA N     - 2,103,681.379 3,431,100.265   MT  0.99994844   -0 29 37.2
 HW3460;SPC VA N     - 6,901,827.99 11,256,868.12   sFT  0.99994844   -0 29 37.2
 HW3460;UTM  17      - 4,273,560.735   648,827.140   MT  0.99987277   +1 03 59.0
 HW3460
 HW3460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3460!SPC WV S     -   0.99984292  x   0.99995167  =   0.99979460
 HW3460!SPC VA N     -   0.99984292  x   0.99994844  =   0.99979137
 HW3460!UTM  17      -   0.99984292  x   0.99987277  =   0.99971571
 HW3460
 HW3460|---------------------------------------------------------------------|
 HW3460| PID    Reference Object                     Distance      Geod. Az  |
 HW3460|                                                           dddmmss.s |
 HW3460| DC4346 SOCRATES RM 1                        16.645 METERS 20945     |
 HW3460| DC4347 SOCRATES RM 2                        15.755 METERS 30532     |
 HW3460| DC4345 SOCRATES AZ MK                                     3290851.9 |
 HW3460|---------------------------------------------------------------------|
 HW3460
 HW3460                          SUPERSEDED SURVEY CONTROL
 HW3460
 HW3460  NAD 83(1995)-  38 35 53.06129(N)    079 17 27.46488(W) AD(       ) 2
 HW3460  NAD 83(1986)-  38 35 53.06268(N)    079 17 27.46893(W) AD(       ) 2
 HW3460  NAD 27      -  38 35 52.63940(N)    079 17 28.33280(W) AD(       ) 2
 HW3460  NGVD 29 (07/19/86) 1032.6    (m)         3388.     (f) VERT ANG       
 HW3460
 HW3460.Superseded values are not recommended for survey control.
 HW3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3460.See file dsdata.txt to determine how the superseded data were derived.
 HW3460
 HW3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC4882773561(NAD 83)
 HW3460_MARKER: DS = TRIANGULATION STATION DISK
 HW3460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3460
 HW3460  HISTORY     - Date     Condition        Report By
 HW3460  HISTORY     - 1956     MONUMENTED       CGS
 HW3460  HISTORY     - 1957     GOOD             CGS
 HW3460
 HW3460                          STATION DESCRIPTION
 HW3460
 HW3460'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3460'STATION IS LOCATED, AIRLINE, ABOUT 4 MILES SOUTHEAST OF FRANKLIN, 3
 HW3460'MILES SOUTHWEST OF
 HW3460'BRANDYWINE AND ON THE HIGHEST POINT OF A HIGH POINTED HILL WHICH IS
 HW3460'KNOWN AS SOCRATES HILL.
 HW3460'
 HW3460'STATION IS REACHED AS FOLLOWS- FROM THE U.S. POST OFFICE IN FRANKLIN,
 HW3460'GO SOUTH ON U.S. HIGHWAY
 HW3460'220 FOR 0.15 MILE TO A ROAD LEFT, TURN LEFT AND CROSS RIVER OVER A
 HW3460'LOW CONCRETE BRIDGE, KEEP RIGHT
 HW3460'AND FOLLOW THE MAIN TRAVELED ROAD SOUTH AND EASTERLY
 HW3460'FOR 3.3 MILES TO A ROAD RIGHT (ON SIDE OF
 HW3460'MOUNTAIN), TURN SHARP RIGHT AND GO 0.75
 HW3460'MILE TO THE HOME OF FRED EVICK ON THE RIGHT AND THE AZIMUTH
 HW3460'MARK IN HIS YARD, TURN RIGHT AND GO
 HW3460'0.35 MILE TO A FORK, TAKE THE RIGHT FORK AND GO 0.8 MILE TO AN OLD
 HW3460'SAWMILL SITE, CONTINUE STRAIGHT
 HW3460'AHEAD UP THE HILL FOR 0.5 MILE TO A FORK AT A SMALL SADDLE, TAKE THE
 HW3460'RIGHT FORK AND GO 0.1 MILE TO THE
 HW3460'TOP OF THE HILL AND THE STATION.  A FOUR WHEEL DRIVE
 HW3460'TRUCK IS NEEDED FOR THE LAST 0.6 MILE IF THE ROAD IS WET.
 HW3460'
 HW3460'STATION MARK, STAMPED SOCRATES 1956, IS A STANDARD DISK SET IN THE
 HW3460'TOP OF A 10 INCH SQUARE
 HW3460'CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 16.2 FEET SOUTH SOUTHWEST
 HW3460'OF A 10 INCH TREE WTIH A TRIANGULAR
 HW3460'BLAZE AND 15.0 FEET EAST OF A WITNESS POST WIRED TO
 HW3460'A TREE WITH A TRINAGULAR BLAZE.
 HW3460'
 HW3460'REFERENCE MARK NUMBER 1, STAMPED SOCRATES NO 1 1956, IS A STANDARD
 HW3460'DISK CEMENTED IN A
 HW3460'DRILL HOLE IN A BOULDER 2 FEET LONG AND 8 INCHES WIDE, PROJECTING 4
 HW3460'INCHES AND ABOUT 2 FEET LOWER THAN THE STATION.
 HW3460'
 HW3460'REFERENCE MARK NUMBER 2, STAMPED SOCRATES NO 2 1956, IS A STANDARD
 HW3460'DISK CEMENTED IN A
 HW3460'DRILL HOLE IN A BOULDER 1 FOOT SQUARE, PROJECTING 3 INCHES AND ABOUT
 HW3460'3 FEET LOWER THAN THE STATION.
 HW3460'
 HW3460'AZIMUTH MARK, STAMPED SOCRATES 1956, IS A STANDARD DISK CEMENTED IN A
 HW3460'DRILL HOLE IN A BOULDER
 HW3460'2 BY 4 FEET AND PROJECTING 1 FOOT.  IT IS 60.0 FEET NORTHEAST OF THE
 HW3460'HOUSE, 50.0 FEET WEST OF THE GATE,
 HW3460'20.0 FEET NORTH OF A FENCE LINE AND THE EASTERN-
 HW3460'MOST ONE OF TWO SIMILAR BOULDERS.
 HW3460'
 HW3460'HEIGHT OF LIGHT ABOVE STATION MARK 22.18 METERS.
 HW3460
 HW3460                          STATION RECOVERY (1957)
 HW3460
 HW3460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3460'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 HW3460'AZIMUTH MARK WERE RECOVERED AS
 HW3460'DESCRIBED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE
 HW3460'STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3398 ***********************************************************************
 GX3398  DESIGNATION -  SOUTH
 GX3398  PID         -  GX3398
 GX3398  STATE/COUNTY-  WV/MERCER
 GX3398  USGS QUAD   -  BASTIAN (1977)
 GX3398
 GX3398                         *CURRENT SURVEY CONTROL
 GX3398  ___________________________________________________________________
 GX3398* NAD 83(1995)-  37 14 59.16878(N)    081 12 08.38289(W)     ADJUSTED  
 GX3398* NAVD 88     -       930.     (meters)    3051.     (feet)  SCALED    
 GX3398  ___________________________________________________________________
 GX3398  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 GX3398  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GX3398
 GX3398  HORZ ORDER  -  THIRD
 GX3398
 GX3398.The horizontal coordinates were established by classical geodetic methods
 GX3398.and adjusted by the National Geodetic Survey in April 1998..
 GX3398
 GX3398.The orthometric height was scaled from a topographic map.
 GX3398
 GX3398.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3398
 GX3398.The geoid height was determined by GEOID03.
 GX3398
 GX3398;                    North         East     Units Scale Factor Converg.
 GX3398;SPC WV S     -    27,741.625   582,048.454   MT  1.00005763   -0 07 30.3
 GX3398;SPC VA S     - 1,105,131.975 3,260,295.610   MT  0.99994750   -1 38 24.4
 GX3398;SPC VA S     - 3,625,753.82 10,696,486.51   sFT  0.99994750   -1 38 24.4
 GX3398;UTM  17      - 4,122,599.831   482,056.644   MT  0.99960397   -0 07 20.9
 GX3398
 GX3398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3398!SPC WV S     -   0.99985892  x   1.00005763  =   0.99991654
 GX3398!SPC VA S     -   0.99985892  x   0.99994750  =   0.99980642
 GX3398!UTM  17      -   0.99985892  x   0.99960397  =   0.99946294
 GX3398
 GX3398|---------------------------------------------------------------------|
 GX3398| PID    Reference Object                     Distance      Geod. Az  |
 GX3398|                                                           dddmmss.s |
 GX3398| DC4351 SOUTH RM 1                                         02912     |
 GX3398| GX3399 NYE                                 APPROX. 8.3 KM 2430626.9 |
 GX3398| DC4352 SOUTH RM 2                                         30125     |
 GX3398| DC4350 SOUTH AZ MK                                        3360203.9 |
 GX3398|---------------------------------------------------------------------|
 GX3398
 GX3398                          SUPERSEDED SURVEY CONTROL
 GX3398
 GX3398  NAD 83(1995)-  37 14 59.16884(N)    081 12 08.38340(W) AD(       ) 3
 GX3398  NAD 83(1986)-  37 14 59.17623(N)    081 12 08.37879(W) AD(       ) 3
 GX3398  NAD 27      -  37 14 58.75464(N)    081 12 09.02924(W) AD(       ) 3
 GX3398
 GX3398.Superseded values are not recommended for survey control.
 GX3398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3398.See file dsdata.txt to determine how the superseded data were derived.
 GX3398
 GX3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8205722600(NAD 83)
 GX3398_MARKER: DS = TRIANGULATION STATION DISK
 GX3398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3398
 GX3398  HISTORY     - Date     Condition        Report By
 GX3398  HISTORY     - 1934     MONUMENTED       CGS
 GX3398  HISTORY     - 1948     GOOD             USGS
 GX3398  HISTORY     - 1961     GOOD             VADH
 GX3398
 GX3398                          STATION DESCRIPTION
 GX3398
 GX3398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3398'STATION IS ON THE RIGHT OF WAY OF US HIGHWAY 21, 3.0 MILES S OF THE
 GX3398'WEST VIRGINIAN HOTEL (BY ROAD), OR 1.15 MILES BEYOND WHERE HIGHWAY
 GX3398'TURNS SHARP LEFT AROUND F.C. JOHNSTONS STORE.  STATION IS N OF
 GX3398'AND OUTSIDE OF CURVE IN ROAD ABOUT 7 FEET BELOW ROAD LEVEL, AT FOOT
 GX3398'OF EMBANKMENT, 37.0 FEET (GROUND SLOPE DISTANCE) NW OF CENTER
 GX3398'LINE OF ROAD (SLOPE DISTANCE).
 GX3398'
 GX3398'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD-BRONZE
 GX3398'DISKS SET IN CONCRETE.
 GX3398'
 GX3398'REFERENCE MARK NO. 1 IS NNE OF STATION.
 GX3398'
 GX3398'REFERENCE MARK NO. 2 IS WNW OF STATION SET IN SMALL ROCK OUTCROP
 GX3398'ALMOST FLUSH WITH GROUND.
 GX3398'
 GX3398'AZIMUTH MARK IS NNW OF STATION ON THE S EDGE OF CUMBERLAND ROAD ON
 GX3398'THE RIGHT-OF-WAY OF ROAD, 25 FEET S OF CENTER LINE OF ROAD, 55
 GX3398'FEET W OF A E P POLE NO. 5-100.
 GX3398'
 GX3398'ALL STATIONS VISIBLE FROM GROUND.
 GX3398'
 GX3398'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 GX3398
 GX3398                          STATION RECOVERY (1948)
 GX3398
 GX3398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GX3398'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  STATION
 GX3398'STAMPED SOUTH 1934
 GX3398'
 GX3398'REFERENCE AND AZIMUTH MARKS NOT SEARCHED FOR.
 GX3398
 GX3398                          STATION RECOVERY (1961)
 GX3398
 GX3398'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1961
 GX3398'STATION HAS BEEN COVERED BY FILL DUE TO CONSTRUCTION OF NEW HIGHWAY.
 GX3398'ONE REFERENCE MARK WAS FOUND.  THE OTHER COVERED BY LARGE BRUSH
 GX3398'PILE.  COULD NOT LOCATE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3148 ***********************************************************************
 HX3148  DESIGNATION -  SOUTH SIDE
 HX3148  PID         -  HX3148
 HX3148  STATE/COUNTY-  WV/MASON
 HX3148  USGS QUAD   -  ROBERTSBURG (1987)
 HX3148
 HX3148                         *CURRENT SURVEY CONTROL
 HX3148  ___________________________________________________________________
 HX3148* NAD 83(1995)-  38 42 43.73695(N)    081 58 03.07145(W)     ADJUSTED  
 HX3148* NAVD 88     -       172.2    (meters)     565.     (feet)  VERTCON   
 HX3148  ___________________________________________________________________
 HX3148  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HX3148  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 HX3148
 HX3148  HORZ ORDER  -  SECOND
 HX3148
 HX3148.The horizontal coordinates were established by classical geodetic methods
 HX3148.and adjusted by the National Geodetic Survey in April 1998..
 HX3148
 HX3148.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3148
 HX3148.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3148
 HX3148.The geoid height was determined by GEOID03.
 HX3148
 HX3148;                    North         East     Units Scale Factor Converg.
 HX3148;SPC WV S     -   190,473.102   515,852.924   MT  0.99996801   -0 35 53.2
 HX3148;UTM  17      - 4,285,278.462   415,881.484   MT  0.99968713   -0 36 18.5
 HX3148
 HX3148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3148!SPC WV S     -   0.99997826  x   0.99996801  =   0.99994627
 HX3148!UTM  17      -   0.99997826  x   0.99968713  =   0.99966540
 HX3148
 HX3148|---------------------------------------------------------------------|
 HX3148| PID    Reference Object                     Distance      Geod. Az  |
 HX3148|                                                           dddmmss.s |
 HX3148| DC4353 SOUTH SIDE RM 1                      11.478 METERS 07024     |
 HX3148| DC4354 SOUTH SIDE RM 2                       8.601 METERS 17020     |
 HX3148| HX3147 SOUTH SIDE AZ MK 1976               493.169 METERS 1745437.8 |
 HX3148|---------------------------------------------------------------------|
 HX3148
 HX3148                          SUPERSEDED SURVEY CONTROL
 HX3148
 HX3148  NAD 83(1995)-  38 42 43.74185(N)    081 58 03.07898(W) AD(       ) 2
 HX3148  NAD 83(1986)-  38 42 43.74400(N)    081 58 03.07953(W) AD(       ) 2
 HX3148  NAD 27      -  38 42 43.44031(N)    081 58 03.58081(W) AD(       ) 2
 HX3148  NGVD 29 (07/19/86)  172.4    (m)          566.     (f) VERT ANG       
 HX3148
 HX3148.Superseded values are not recommended for survey control.
 HX3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3148.See file dsdata.txt to determine how the superseded data were derived.
 HX3148
 HX3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC1588185278(NAD 83)
 HX3148_MARKER: DD = SURVEY DISK
 HX3148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3148_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HX3148
 HX3148  HISTORY     - Date     Condition        Report By
 HX3148  HISTORY     - 1976     MONUMENTED       NGS
 HX3148
 HX3148                          STATION DESCRIPTION
 HX3148
 HX3148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3148'THE STATION IS ABOUT 5 MILES SOUTH-SOUTHWEST OF LEON, 1 MILE WEST
 HX3148'OF THE KANAWHA RIVER AND ON THE PROPERTY OWNED BY
 HX3148'MR. T.A. WILLIAMSON.
 HX3148'
 HX3148'TO REACH THE STATION FROM THE POST OFFICE IN SOUTHSIDE, GO SOUTH
 HX3148'ON U.S. HIGHWAY 35 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 HX3148'CONTINUE SOUTH ON U.S. HIGHWAY 35 FOR 0.25 MILE TO THE AZIMUTH
 HX3148'MARK ON THE LEFT.
 HX3148'
 HX3148'THE STATION MARKS ARE STANDARD DISK STAMPED---SOUTH SIDE 1976---.
 HX3148'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HX3148'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS
 HX3148'96.0 FEET SOUTH OF A 24-INCH TREE, 45.5 FEET SOUTH OF A POWERLINE
 HX3148'POLE NUMBERED 410B, 36.5 FEET EAST OF U.S. HIGHWAY 35 AND 17.0
 HX3148'FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD.
 HX3148'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 HX3148'INCHES BELOW THE GROUND SURFACE.
 HX3148'
 HX3148'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---SOUTH SIDE NO 1
 HX3148'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HX3148'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 68.0 FEET
 HX3148'SOUTH OF THE 24-INCH TREE, 54.0 FEET SOUTHEAST OF THE POWERLINE
 HX3148'POLE, 8.0 FEET SOUTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD
 HX3148'AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 HX3148'
 HX3148'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---SOUTH SIDE NO 2
 HX3148'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HX3148'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 45.5 FEET SOUTH OF
 HX3148'THE APPROXIMATE CENTER OF THE TRACK ROAD 36.5 FEET EAST OF
 HX3148'THE CENTER OF HIGHWAY 35 AND ABOUT 1 FOOT LOWER IN ELEVATION
 HX3148'THAN THE STATION MARK.
 HX3148'
 HX3148'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED---SOUTH
 HX3148'SIDE AZ 1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HX3148'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS
 HX3148'35.9 FEET SOUTH OF MILE POST NUMBER 4, 32.0 FEET EAST OF THE
 HX3148'CENTER OF HIGHWAY 35 AND 3.9 FEET WEST OF A POWERLINE POLE.
 HX3148'
 HX3148'HEIGHT OF LIGHT ABOVE MARK IS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3147 ***********************************************************************
 HX3147  DESIGNATION -  SOUTH SIDE AZ MK 1976
 HX3147  PID         -  HX3147
 HX3147  STATE/COUNTY-  WV/MASON
 HX3147  USGS QUAD   -  ROBERTSBURG (1987)
 HX3147
 HX3147                         *CURRENT SURVEY CONTROL
 HX3147  ___________________________________________________________________
 HX3147* NAD 83(1995)-  38 42 27.80677(N)    081 58 01.26073(W)     ADJUSTED  
 HX3147* NAVD 88     -       171.4    (meters)     562.     (feet)  VERTCON   
 HX3147  ___________________________________________________________________
 HX3147  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 HX3147  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 HX3147
 HX3147  HORZ ORDER  -  SECOND
 HX3147
 HX3147.The horizontal coordinates were established by classical geodetic methods
 HX3147.and adjusted by the National Geodetic Survey in April 1998..
 HX3147
 HX3147.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3147
 HX3147.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3147
 HX3147.The geoid height was determined by GEOID03.
 HX3147
 HX3147;                    North         East     Units Scale Factor Converg.
 HX3147;SPC WV S     -   189,981.464   515,891.542   MT  0.99996731   -0 35 52.1
 HX3147;UTM  17      - 4,284,786.957   415,920.032   MT  0.99968705   -0 36 17.1
 HX3147
 HX3147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3147!SPC WV S     -   0.99997839  x   0.99996731  =   0.99994570
 HX3147!UTM  17      -   0.99997839  x   0.99968705  =   0.99966545
 HX3147
 HX3147:                Primary Azimuth Mark                     Grid Az
 HX3147:SPC WV S     -  SOUTH SIDE                               355 30 31.1
 HX3147:UTM  17      -  SOUTH SIDE                               355 30 56.1
 HX3147
 HX3147|---------------------------------------------------------------------|
 HX3147| PID    Reference Object                     Distance      Geod. Az  |
 HX3147|                                                           dddmmss.s |
 HX3147| HX3148 SOUTH SIDE                          493.169 METERS 3545439.0 |
 HX3147|---------------------------------------------------------------------|
 HX3147
 HX3147                          SUPERSEDED SURVEY CONTROL
 HX3147
 HX3147  NAD 83(1995)-  38 42 27.81167(N)    081 58 01.26827(W) AD(       ) 2
 HX3147  NAD 83(1986)-  38 42 27.81383(N)    081 58 01.26884(W) AD(       ) 2
 HX3147  NAD 27      -  38 42 27.50985(N)    081 58 01.77023(W) AD(       ) 2
 HX3147  NGVD 29 (07/19/86)  171.6    (m)          563.     (f) VERT ANG       
 HX3147
 HX3147.Superseded values are not recommended for survey control.
 HX3147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3147.See file dsdata.txt to determine how the superseded data were derived.
 HX3147
 HX3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC1592084787(NAD 83)
 HX3147_MARKER: DD = SURVEY DISK
 HX3147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX3147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX3147+STABILITY: SURFACE MOTION
 HX3147
 HX3147  HISTORY     - Date     Condition        Report By
 HX3147  HISTORY     - 1976     MONUMENTED       NGS
 HX3147
 HX3147                          STATION DESCRIPTION
 HX3147
 HX3147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3147'AN EDM TRAVERSE TIE WAS MADE FROM SOUTH SIDE 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3574 ***********************************************************************
 HW3574  DESIGNATION -  SPAN
 HW3574  PID         -  HW3574
 HW3574  STATE/COUNTY-  WV/POCAHONTAS
 HW3574  USGS QUAD   -  DURBIN (1995)
 HW3574
 HW3574                         *CURRENT SURVEY CONTROL
 HW3574  ___________________________________________________________________
 HW3574* NAD 83(1995)-  38 36 53.39921(N)    079 45 03.87670(W)     ADJUSTED  
 HW3574* NAVD 88     -      1215.4    (meters)    3988.     (feet)  VERTCON   
 HW3574  ___________________________________________________________________
 HW3574  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 HW3574  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HW3574
 HW3574  HORZ ORDER  -  THIRD
 HW3574
 HW3574.The horizontal coordinates were established by classical geodetic methods
 HW3574.and adjusted by the National Geodetic Survey in April 1998..
 HW3574
 HW3574.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3574
 HW3574.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3574
 HW3574.The geoid height was determined by GEOID03.
 HW3574
 HW3574;                    North         East     Units Scale Factor Converg.
 HW3574;SPC WV S     -   179,964.186   708,765.514   MT  0.99995383   +0 46 19.5
 HW3574;UTM  17      - 4,274,775.255   608,732.243   MT  0.99974559   +0 46 46.2
 HW3574
 HW3574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3574!SPC WV S     -   0.99981410  x   0.99995383  =   0.99976794
 HW3574!UTM  17      -   0.99981410  x   0.99974559  =   0.99955974
 HW3574
 HW3574|---------------------------------------------------------------------|
 HW3574| PID    Reference Object                     Distance      Geod. Az  |
 HW3574|                                                           dddmmss.s |
 HW3574| DC4356 SPAN RM 1                            29.646 METERS 13706     |
 HW3574| HW3576 BURNER                              APPROX. 3.0 KM 1890933.0 |
 HW3574| HW3577 GAUDINEER LOOKOUT TOWER             APPROX. 8.1 KM 2701856.2 |
 HW3574| DC4357 SPAN RM 2                            27.868 METERS 27122     |
 HW3574|---------------------------------------------------------------------|
 HW3574
 HW3574                          SUPERSEDED SURVEY CONTROL
 HW3574
 HW3574  NAD 83(1995)-  38 36 53.40426(N)    079 45 03.88196(W) AD(       ) 3
 HW3574  NAD 83(1986)-  38 36 53.40426(N)    079 45 03.88566(W) AD(       ) 3
 HW3574  NAD 27      -  38 36 52.99430(N)    079 45 04.67890(W) AD(       ) 3
 HW3574  NGVD 29 (07/19/86) 1215.5    (m)         3988.     (f) VERT ANG       
 HW3574
 HW3574.Superseded values are not recommended for survey control.
 HW3574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3574.See file dsdata.txt to determine how the superseded data were derived.
 HW3574
 HW3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0873274775(NAD 83)
 HW3574_MARKER: DS = TRIANGULATION STATION DISK
 HW3574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3574
 HW3574  HISTORY     - Date     Condition        Report By
 HW3574  HISTORY     - 1957     MONUMENTED       CGS
 HW3574
 HW3574                          STATION DESCRIPTION
 HW3574
 HW3574'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3574'THE STATION IS APPROXIMATELY 6.5 MILES NORTH-NORTHEAST OF DURBIN, 5.5
 HW3574'MILES NORTH OF BARTOW AND 4.5
 HW3574'MILES NORTH-NORTHWEST OF THORNWOOD ON A SPUR EXTENDING NORTHWEST
 HW3574'FROM THE MAIN BODY OF BURNER
 HW3574'MOUNTAIN BETWEEN SPAN OAK RUN AND CLUBHOUSE RUN.
 HW3574'*
 HW3574'TO REACH FROM THE POST OFFICE IN DURBIN, GO EAST ON U.S. HIGHWAY
 HW3574'250 FOR 1.15 MILES TO A SIDE
 HW3574'ROAD LEFT JUST BEFORE REACHING A CONCRETE BRIDGE, TURN LEFT ON GRAVEL
 HW3574'ROAD AS PER SIGN BURNER RD. AND
 HW3574'GO 1.95 MILES TO ROAD FORKS, TAKE THE RIGHT FORK (MIDDLE
 HW3574'MTN. RD. NO 15) AND GO 3.45 MILES TO THE
 HW3574'SUMMIT OF GRADE AND SIGN SPAN OAK TRAIL, CONTINUE
 HW3574'STRAIGHT AHEAD FOR 0.45 MILE TO DIM CROSSROAD AND SIGNS
 HW3574'BURNER MTN. TRAIL ON
 HW3574'RIGHT AND ELK LICK TRAIL ON LEFT, TURN LEFT ON DIM TRACK ROAD AND GO
 HW3574'NORTH ALONG RIDGE FOR 1.05
 HW3574'MILES TO DIM ROAD FORKS, KEEP RIGHT FORK AND GO 0.15 MILES TO THE
 HW3574'SUMMIT OF A SMALL KNOLL AND THE
 HW3574'STATION ON THE LEFT.
 HW3574'
 HW3574'STATION MARKS ARE STANDARD DISKS STAMPED SPAN 1957.  THE SURFACE DISK
 HW3574'IS SET IN A SQUARE CONCRETE
 HW3574'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 19 FEET NORTHWEST
 HW3574'OF THE CENTER OF TRACK ROAD, 20 FEET
 HW3574'NORTH OF 6 INCH TWIN OAK TREES AND 18-1/2 FEET
 HW3574'EAST-SOUTHEAST OF A TRIANGULAR BLAZE OF 12 INCH TREE.
 HW3574'A STANDARD WITNESS POST WAS SET 4
 HW3574'FEET NORTHEAST OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN
 HW3574'IRREGULAR MASS OF CONCRETE 20
 HW3574'INCHES BELOW THE SURFACE OF THE GROUND.
 HW3574'
 HW3574'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SPAN NO 1 1957, IS SET
 HW3574'IN A SQUARE CONCRETE POST
 HW3574'WHICH PROJECTS 2 INCHES.  IT IS 15 FEET SOUTH OF A 18 INCH TREE WITH
 HW3574'TRIANGULAR BLAZE.
 HW3574'
 HW3574'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SPAN NO 2 1957, IS SET
 HW3574'IN A SQUARE CONCRETE POST
 HW3574'WHICH PROJECTS 4 INCHES.  IT IS 16 FEET SOUTH-SOUTHEAST OF A 15 INCH
 HW3574'TREE WITH TRIANGULAR BLAZE.
 HW3574'*
 HW3574'NOTE- NO AZIMUTH MARK WAS SET.
 HW3574'*
 HW3574'HEIGHT OF LIGHT ABOVE STATION MARK
 HW3574'30.13 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1717 ***********************************************************************
 HX1717  DESIGNATION -  SPENCER
 HX1717  PID         -  HX1717
 HX1717  STATE/COUNTY-  WV/ROANE
 HX1717  USGS QUAD   -  SPENCER (1986)
 HX1717
 HX1717                         *CURRENT SURVEY CONTROL
 HX1717  ___________________________________________________________________
 HX1717* NAD 83(1986)-  38 48 07.     (N)    081 21 02.     (W)     SCALED    
 HX1717* NAVD 88     -       228.074  (meters)     748.27   (feet)  ADJUSTED  
 HX1717  ___________________________________________________________________
 HX1717  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX1717  DYNAMIC HT  -         227.922 (meters)     747.77  (feet)  COMP
 HX1717  MODELED GRAV-     979,955.2   (mgal)                       NAVD 88
 HX1717
 HX1717  VERT ORDER  -  SECOND    CLASS 0
 HX1717
 HX1717.The horizontal coordinates were scaled from a topographic map and have
 HX1717.an estimated accuracy of +/- 6 seconds.
 HX1717
 HX1717.The orthometric height was determined by differential leveling
 HX1717.and adjusted by the National Geodetic Survey in June 1991..
 HX1717
 HX1717.The geoid height was determined by GEOID03.
 HX1717
 HX1717.The dynamic height is computed by dividing the NAVD 88
 HX1717.geopotential number by the normal gravity value computed on the
 HX1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1717.degrees latitude (g = 980.6199 gals.).
 HX1717
 HX1717.The modeled gravity was interpolated from observed gravity values.
 HX1717
 HX1717;                    North         East    Units  Estimated Accuracy
 HX1717;SPC WV S     -   200,060.      569,550.      MT  (+/- 180 meters Scaled)
 HX1717
 HX1717                          SUPERSEDED SURVEY CONTROL
 HX1717
 HX1717  NGVD 29 (??/??/92)  228.238  (m)          748.81   (f) ADJ UNCH    2 0
 HX1717
 HX1717.Superseded values are not recommended for survey control.
 HX1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1717.See file dsdata.txt to determine how the superseded data were derived.
 HX1717
 HX1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC695948(NAD 83)
 HX1717_MARKER: DB = BENCH MARK DISK
 HX1717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1717_SP_SET: FOUNDATION
 HX1717_STAMPING: SPENCER 1933
 HX1717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1717
 HX1717  HISTORY     - Date     Condition        Report By
 HX1717  HISTORY     - 1933     MONUMENTED       CGS
 HX1717  HISTORY     - 1956     GOOD             NGS
 HX1717
 HX1717                          STATION DESCRIPTION
 HX1717
 HX1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1717'AT SPENCER.
 HX1717'AT SPENCER, SET VERTICALLY IN THE NORTHEAST FACE OF CONCRETE
 HX1717'FOUNDATION OF 2-STORY CITY HALL AND FIRE STATION BUILDING
 HX1717'(BUILDING IS LOCATED JUST NORTHEAST OF COURTHOUSE), 0.9 FOOT
 HX1717'NORTHWEST OF EAST CORNER OF BUILDING AND 1.2 FEET ABOVE CONCRETE
 HX1717'WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2975 ***********************************************************************
 HX2975  DESIGNATION -  SPENCER
 HX2975  PID         -  HX2975
 HX2975  STATE/COUNTY-  WV/ROANE
 HX2975  USGS QUAD   -  LOONEYVILLE (1976)
 HX2975
 HX2975                         *CURRENT SURVEY CONTROL
 HX2975  ___________________________________________________________________
 HX2975* NAD 83(1995)-  38 44 18.97694(N)    081 21 19.91068(W)     ADJUSTED  
 HX2975* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 HX2975  ___________________________________________________________________
 HX2975  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 HX2975  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HX2975
 HX2975  HORZ ORDER  -  FIRST
 HX2975
 HX2975.The horizontal coordinates were established by classical geodetic methods
 HX2975.and adjusted by the National Geodetic Survey in April 1998..
 HX2975
 HX2975.The orthometric height was scaled from a topographic map.
 HX2975
 HX2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2975
 HX2975.The geoid height was determined by GEOID03.
 HX2975
 HX2975;                    North         East     Units Scale Factor Converg.
 HX2975;SPC WV S     -   193,029.925   569,089.582   MT  0.99997237   -0 13 11.2
 HX2975;UTM  17      - 4,287,829.909   469,100.973   MT  0.99961176   -0 13 20.9
 HX2975
 HX2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2975!SPC WV S     -   0.99994283  x   0.99997237  =   0.99991520
 HX2975!UTM  17      -   0.99994283  x   0.99961176  =   0.99955461
 HX2975
 HX2975:                Primary Azimuth Mark                     Grid Az
 HX2975:SPC WV S     -  SPENCER AZ MK                            034 05 54.3
 HX2975:UTM  17      -  SPENCER AZ MK                            034 06 04.0
 HX2975
 HX2975|---------------------------------------------------------------------|
 HX2975| PID    Reference Object                     Distance      Geod. Az  |
 HX2975|                                                           dddmmss.s |
 HX2975| DC4360 SPENCER AZ MK                                      0335243.1 |
 HX2975| DC4361 SPENCER RM 1                         24.650 METERS 09730     |
 HX2975| DC4362 SPENCER RM 2                         42.547 METERS 17548     |
 HX2975|---------------------------------------------------------------------|
 HX2975
 HX2975                          SUPERSEDED SURVEY CONTROL
 HX2975
 HX2975  NAD 83(1986)-  38 44 18.98344(N)    081 21 19.91714(W) AD(       ) 1
 HX2975  NAD 27      -  38 44 18.66000(N)    081 21 20.48400(W) AD(       ) 1
 HX2975
 HX2975.Superseded values are not recommended for survey control.
 HX2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2975.See file dsdata.txt to determine how the superseded data were derived.
 HX2975
 HX2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6910187830(NAD 83)
 HX2975_MARKER: DD = SURVEY DISK
 HX2975_SETTING: 0 = UNSPECIFIED SETTING
 HX2975
 HX2975  HISTORY     - Date     Condition        Report By
 HX2975  HISTORY     - 1944     MONUMENTED       USGS
 HX2975
 HX2975                          STATION DESCRIPTION
 HX2975
 HX2975'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 HX2975'STATION
 HX2975'IS LOCATED ABOUT 4
 HX2975'MILES (AIR LINE) S OF SPENCER, ON LAND OWNED
 HX2975'BY MR. ARLIE WEST.  THE MARK IS ON
 HX2975'THE HIGHEST GROUND OF A PROMINENT
 HX2975'HILL ABOUT 0.3 MILE SW OF THE WEST HOUSE.
 HX2975'
 HX2975'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN
 HX2975'A SANDSTONE POST
 HX2975'PROJECTING ABOUT 12 INCHES ABOVE GROUND.
 HX2975'
 HX2975'REFERENCE MARK 1 IS IN FENCE LINE.  IT IS A BRONZE REFERENCE
 HX2975'DISK SET IN AN
 HX2975'IRON PIPE WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 HX2975'GROUND.
 HX2975'IT IS STAMPED SPENCER USGS NO 1 1944.
 HX2975'
 HX2975'REFERENCE MARK 2 IS 2 FEET N OF A BARBED-WIRE FENCE.  IT IS
 HX2975'A BRONZE REFERENCE
 HX2975'DISK SET IN AN IRON PIPE WHICH PROJECTS ABOUT
 HX2975'8 INCHES ABOVE THE GROUND.  IT IS
 HX2975'STAMPED SPENCER USGS NO 2 1944.
 HX2975'
 HX2975'AZIMUTH MARK IS AT THE SW CORNER OF A CHICKEN HOUSE, OPPOSITE
 HX2975'A FRAME HOUSE ON
 HX2975'THE S SIDE OF A ROAD, AND JUST E OF A BARN ON
 HX2975'THE N SIDE OF THE ROAD.  IT IS 2
 HX2975'FEET SW OF A WITNESS POST.  IT
 HX2975'IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A
 HX2975'CONCRETE POST AND
 HX2975'IS STAMPED SPENCER USGS 1944.
 HX2975'
 HX2975'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119
 HX2975'AND STATE HIGHWAY
 HX2975'36 AT THE S EDGE OF SPENCER, GO SE ON STATE
 HX2975'HIGHWAY 36 FOR 1.3 MILES, TURN RIGHT
 HX2975'ON A NARROW DIRT ROAD AND
 HX2975'FOLLOW UP THE CANYON FOR 2.9 MILES.  TURN RIGHT ON A
 HX2975'TRAIL ROAD
 HX2975'AND GO 0.5 MILE TO A SMALL HOUSE ON THE LEFT AND BARN ON THE
 HX2975'RIGHT.  THE
 HX2975'AZIMUTH MARK IS ON A BANK AT THE RIGHT OF THIS POINT.
 HX2975'THIS IS THE END OF TRUCK
 HX2975'TRAVEL.  FROM HERE CONTINUE ON FOOT
 HX2975'ABOUT 25 YARDS, THEN TAKE A TRAIL TO THE
 HX2975'RIGHT FOLLOWING UPGRADE
 HX2975'ALONG THE OUTSIDE OF THE FENCE FOR ABOUT 0.5 MILE TO THE
 HX2975'CROWN OF
 HX2975'THE RIDGE.  PASS THROUGH A GAP IN THE FENCE ON THE LEFT AND
 HX2975'FOLLOW A DIM TRAIL
 HX2975'FOR ABOUT 0.2 MILE TO THE TOP OF THE HILL AND STATION.
 HX2975'
 HX2975'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2999 ***********************************************************************
 HX2999  DESIGNATION -  SPENCER MONONGA PUB SER STK
 HX2999  PID         -  HX2999
 HX2999  STATE/COUNTY-  WV/ROANE
 HX2999  USGS QUAD   -  SPENCER (1986)
 HX2999
 HX2999                         *CURRENT SURVEY CONTROL
 HX2999  ___________________________________________________________________
 HX2999* NAD 83(1995)-  38 47 54.37623(N)    081 21 08.29462(W)     ADJUSTED  
 HX2999* NAVD 88     -                                                        
 HX2999  ___________________________________________________________________
 HX2999  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 HX2999  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX2999
 HX2999  HORZ ORDER  -  THIRD
 HX2999
 HX2999.The horizontal coordinates were established by classical geodetic methods
 HX2999.and adjusted by the National Geodetic Survey in April 1998..
 HX2999
 HX2999
 HX2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2999
 HX2999.The geoid height was determined by GEOID03.
 HX2999
 HX2999;                    North         East     Units Scale Factor Converg.
 HX2999;SPC WV S     -   199,670.797   569,395.361   MT  0.99998302   -0 13 04.1
 HX2999;UTM  17      - 4,294,468.335   469,406.968   MT  0.99961152   -0 13 14.7
 HX2999
 HX2999                          SUPERSEDED SURVEY CONTROL
 HX2999
 HX2999  NAD 83(1986)-  38 47 54.38236(N)    081 21 08.30116(W) AD(       ) 4
 HX2999  NAD 27      -  38 47 54.07000(N)    081 21 08.87000(W) AD(       ) 3
 HX2999
 HX2999.Superseded values are not recommended for survey control.
 HX2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2999.See file dsdata.txt to determine how the superseded data were derived.
 HX2999
 HX2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6940794468(NAD 83)
 HX2999_MARKER: 63 = STACK
 HX2999
 HX2999  HISTORY     - Date     Condition        Report By
 HX2999  HISTORY     - 1944     FIRST OBSERVED   CGS
 HX2999
 HX2999                          STATION DESCRIPTION
 HX2999
 HX2999'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2999'STATION IS THE LARGE BRICK
 HX2999'STACK ATOP A
 HX2999'ONE-STORY BRICK BUILDING LOCATED AT 517 CHURCH
 HX2999'STREET BETWEEN MARKET AND
 HX2999'CAPEHART STREETS IN THE CITY OF SPENCER.
 HX2999'IT IS ABOUT 100 FEET HIGH.
 HX2999'
 HX2999'THE POINT OBSERVED ON WAS THE CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3000 ***********************************************************************
 HX3000  DESIGNATION -  SPENCER MUNICIPAL TANK
 HX3000  PID         -  HX3000
 HX3000  STATE/COUNTY-  WV/ROANE
 HX3000  USGS QUAD   -  SPENCER (1986)
 HX3000
 HX3000                         *CURRENT SURVEY CONTROL
 HX3000  ___________________________________________________________________
 HX3000* NAD 83(1995)-  38 49 06.63065(N)    081 22 11.09500(W)     ADJUSTED  
 HX3000* NAVD 88     -                                                        
 HX3000  ___________________________________________________________________
 HX3000  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 HX3000  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HX3000
 HX3000  HORZ ORDER  -  THIRD
 HX3000
 HX3000.The horizontal coordinates were established by classical geodetic methods
 HX3000.and adjusted by the National Geodetic Survey in April 1998..
 HX3000
 HX3000
 HX3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3000
 HX3000.The geoid height was determined by GEOID03.
 HX3000
 HX3000;                    North         East     Units Scale Factor Converg.
 HX3000;SPC WV S     -   201,904.731   567,888.850   MT  0.99998683   -0 13 42.9
 HX3000;SPC WV N     -    37,050.055   437,622.783   MT  1.00003926   -1 11 32.9
 HX3000;UTM  17      - 4,296,701.517   467,901.139   MT  0.99961269   -0 13 54.4
 HX3000
 HX3000                          SUPERSEDED SURVEY CONTROL
 HX3000
 HX3000  NAD 83(1986)-  38 49 06.63671(N)    081 22 11.10138(W) AD(       ) 4
 HX3000  NAD 27      -  38 49 06.32400(N)    081 22 11.66900(W) AD(       ) 3
 HX3000
 HX3000.Superseded values are not recommended for survey control.
 HX3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3000.See file dsdata.txt to determine how the superseded data were derived.
 HX3000
 HX3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6790196702(NAD 83)
 HX3000_MARKER: 53 = ELEVATED TANK
 HX3000
 HX3000  HISTORY     - Date     Condition        Report By
 HX3000  HISTORY     - 1944     FIRST OBSERVED   CGS
 HX3000
 HX3000                          STATION DESCRIPTION
 HX3000
 HX3000'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3000'STATION IS THE CONICAL-SHAPED WATER TANK ATOP A FOUR-LEGGED
 HX3000'STEEL STRUCTURE,
 HX3000'ABOUT 100 FEET HIGH.  IT IS ABOUT 1.5
 HX3000'MILES N OF THE CENTER OF SPENCER.
 HX3000'THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
 HX3000'AND U.S. HIGHWAY 33 IN SPENCER, GO N ON HIGHWAY 14
 HX3000'FOR 1.6 MILES
 HX3000'TO A SURFACED ROAD RIGHT, TURN RIGHT AND GO ABOUT 1/4 MILE TO
 HX3000'THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4743 ***********************************************************************
 JV4743  DESIGNATION -  SPEROW
 JV4743  PID         -  JV4743
 JV4743  STATE/COUNTY-  WV/BERKELEY
 JV4743  USGS QUAD   -  HEDGESVILLE (1979)
 JV4743
 JV4743                         *CURRENT SURVEY CONTROL
 JV4743  ___________________________________________________________________
 JV4743* NAD 83(1995)-  39 33 41.75606(N)    077 56 02.28154(W)     ADJUSTED  
 JV4743* NAVD 88     -       165.0    (meters)     541.     (feet)  VERTCON   
 JV4743  ___________________________________________________________________
 JV4743  X           -   1,029,297.666 (meters)                     COMP
 JV4743  Y           -  -4,815,170.444 (meters)                     COMP
 JV4743  Z           -   4,040,661.659 (meters)                     COMP
 JV4743  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 JV4743  ELLIP HEIGHT-         130.78  (meters)          (10/04/01) GPS OBS
 JV4743  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JV4743
 JV4743  HORZ ORDER  -  FIRST
 JV4743  ELLP ORDER  -  FIFTH     CLASS I
 JV4743
 JV4743.The horizontal coordinates were established by classical geodetic methods
 JV4743.and adjusted by the National Geodetic Survey in April 1998..
 JV4743
 JV4743.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV4743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV4743
 JV4743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JV4743
 JV4743.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4743
 JV4743.The ellipsoidal height was determined by GPS observations
 JV4743.and is referenced to NAD 83.
 JV4743
 JV4743.The geoid height was determined by GEOID03.
 JV4743
 JV4743;                    North         East     Units Scale Factor Converg.
 JV4743;SPC WV N     -   119,028.440   734,566.160   MT  0.99994137   +0 59 55.6
 JV4743;SPC MD       -   210,764.658   319,736.935   MT  1.00002143   -0 35 10.3
 JV4743;SPC MD       -   691,483.72  1,049,003.59   sFT  1.00002143   -0 35 10.3
 JV4743;UTM  18      - 4,383,213.164   247,942.209   MT  1.00038229   -1 52 10.7
 JV4743;UTM  17      - 4,383,591.944   763,405.613   MT  1.00045432   +1 57 14.0
 JV4743
 JV4743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4743!SPC WV N     -   0.99997948  x   0.99994137  =   0.99992085
 JV4743!SPC MD       -   0.99997948  x   1.00002143  =   1.00000091
 JV4743!UTM  18      -   0.99997948  x   1.00038229  =   1.00036177
 JV4743!UTM  17      -   0.99997948  x   1.00045432  =   1.00043379
 JV4743
 JV4743|---------------------------------------------------------------------|
 JV4743| PID    Reference Object                     Distance      Geod. Az  |
 JV4743|                                                           dddmmss.s |
 JV4743| CK7997 SPEROW RM 1                          15.450 METERS 14411     |
 JV4743| CK7996 SPEROW AZ MK                                       2274004.2 |
 JV4743| CK7998 SPEROW RM 2                          28.500 METERS 26824     |
 JV4743|---------------------------------------------------------------------|
 JV4743
 JV4743                          SUPERSEDED SURVEY CONTROL
 JV4743
 JV4743  ELLIP H (04/01/98)  130.79   (m)                       GP(       ) 4 1
 JV4743  ELLIP H (03/16/93)  130.77   (m)                       GP(       ) 4 2
 JV4743  NAD 83(1995)-  39 33 41.75598(N)    077 56 02.28325(W) AD(       ) 1
 JV4743  NAD 83(1986)-  39 33 41.75616(N)    077 56 02.29021(W) AD(       ) 1
 JV4743  NAD 27      -  39 33 41.40500(N)    077 56 03.30000(W) AD(       ) 1
 JV4743  NGVD 29 (03/16/93)  165.2    (m)          542.     (f) GPS OBS        
 JV4743
 JV4743.Superseded values are not recommended for survey control.
 JV4743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4743.See file dsdata.txt to determine how the superseded data were derived.
 JV4743
 JV4743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ4794283213(NAD 83)
 JV4743_MARKER: DD = SURVEY DISK
 JV4743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4743_SP_SET: CONCRETE POST
 JV4743_STAMPING: SPEROW 1932
 JV4743_MARK LOGO: CGS   
 JV4743_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV4743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4743+STABILITY: POSITION/ELEVATION WELL
 JV4743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV4743+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2004
 JV4743
 JV4743  HISTORY     - Date     Condition        Report By
 JV4743  HISTORY     - 1935     MONUMENTED       CGS
 JV4743  HISTORY     - 1935     GOOD             CGS
 JV4743  HISTORY     - 1972     MARK NOT FOUND   LOCSUR
 JV4743  HISTORY     - 1977     GOOD             ALSTER
 JV4743  HISTORY     - 19920728 GOOD             NOS
 JV4743  HISTORY     - 20020410 GOOD             DEWDAV
 JV4743  HISTORY     - 20030312 GOOD             INDIV
 JV4743  HISTORY     - 20040326 GOOD             DEWDAV
 JV4743
 JV4743                          STATION DESCRIPTION
 JV4743
 JV4743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JV4743'THIS IS A FIRST ORDER STATION LOCATED 2 MILES W OF FALLING WATERS,
 JV4743'WEST VIRGINIA, 30
 JV4743'METERS SW OF THE SW CORNER OF MR. SPEROWS HOUSE,
 JV4743'5.8 METERS W OF THE CENTER OF
 JV4743'THE LANE LEADING TO THE HOUSE.
 JV4743'MARK PROJECTS 4 INCHES.
 JV4743'
 JV4743'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 JV4743'SET IN CONCRETE.
 JV4743'
 JV4743'REFERENCE MARK NO. 1 IS LOCATED 15.450 METERS SW OF THE
 JV4743'STATION AND ACROSS
 JV4743'THE LANE, 5 FEET W OF THE FENCE.  MARK IS A
 JV4743'STANDARD BRONZE DISK SET IN A LARGE BOULDER.
 JV4743'
 JV4743'REFERENCE MARK NO. 2 IS LOCATED 28.50 METERS NW OF THE
 JV4743'STATION AND ACROSS
 JV4743'THE LANE, 4.5 FEET W OF THE FENCE, AND IN LINE
 JV4743'WITH THE S SIDE OF THE HOUSE.  MARK
 JV4743'IS A STANDARD BRONZE DISK
 JV4743'SET IN A LARGE BOULDER.
 JV4743'
 JV4743'AZIMUTH MARK IS LOCATED 0.6 MILE SW OF THE STATION, 50 PACES
 JV4743'W OF A HOUSE OWNED
 JV4743'BY MR. FULLER SPEROWN, ON THE HIGHEST PART OF
 JV4743'THE HILL W OF HIS HOUSE, AND 15 PACES
 JV4743'N OF THE CENTER OF THE ROAD.
 JV4743'IT IS A STANDARD BRONZE DISK IN A 4-FOOT BOULDER THAT
 JV4743'PROJECTS 15 INCHES.
 JV4743'
 JV4743'TO REACH THE AZIMUTH MARK FROM STATION, GO BACK TO THE GATE
 JV4743'ON THE MAIN ROAD,
 JV4743'TURN RIGHT AND GO 0.15 MILE TO THE FIRST HOUSE
 JV4743'ON THE LEFT AND THE MARK IS ON THE RIGHT.
 JV4743'
 JV4743'TO REACH FROM FALLING WATERS, GO S ON HIGHWAY 11 (MARTINSBURG
 JV4743'PIKE) FOR 1.7
 JV4743'MILES TO A T-ROAD RIGHT, TURN RIGHT GO 0.75 MILE TO
 JV4743'A STAGGERED CROSS ROAD, CONTINUE
 JV4743'STRAIGHT AHEAD FOR 1.1 MILE TO
 JV4743'GATE ON THE RIGHT, TURN RIGHT THROUGH GATE AND GO
 JV4743'0.3 MILES TO
 JV4743'HOUSE AND STATION.
 JV4743'
 JV4743'A 77-FOOT TOWER CLEARED ALL LINES.  NO CUTINS V.G.
 JV4743
 JV4743                          STATION RECOVERY (1935)
 JV4743
 JV4743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 JV4743'RECOVERED IN GOOD CONDITION.
 JV4743
 JV4743                          STATION RECOVERY (1972)
 JV4743
 JV4743'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (JRB)
 JV4743'SPEROW NO. 2, 1935 RECOVERED GOOD - NOT FAR BEHIND 12 INCH TREE
 JV4743'ON NORTH EDGE OF LANE ACROSS FROM HOUSE.
 JV4743'
 JV4743'STATION MARKER AND REF. NO. 1 WERE SEARCHED FOR BUT NOT FOUND. THE
 JV4743'SEARCH WAS NOT EXHAUSTIVE, HOWEVER, AND THESE DISKS PROBABLY STILL
 JV4743'EXIST.
 JV4743'
 JV4743'DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES NORTH OF
 JV4743'MARTINSBURG, WVA.
 JV4743
 JV4743                          STATION RECOVERY (1977)
 JV4743
 JV4743'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977 (TCH)
 JV4743'STATION SPEROW RECOVERED GOOD.
 JV4743'
 JV4743'RM NO. 2 RECOVERED GOOD.
 JV4743'
 JV4743'AZIMUTH MARK RECOVERED GOOD.
 JV4743'
 JV4743'RM NO. 1 SEARCHED FOR BUT NOT RECOVERED.
 JV4743'
 JV4743'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES W. OF FALLING
 JV4743'WATERS.
 JV4743
 JV4743                          STATION RECOVERY (1992)
 JV4743
 JV4743'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 JV4743'RECOVERED IN GOOD CONDITION.
 JV4743
 JV4743                          STATION RECOVERY (2002)
 JV4743
 JV4743'RECOVERY NOTE BY DEWBERRY DAVIS 2002 (KC)
 JV4743'NEW DESCRIPTION - 1.9 MILES (3.0 KM) WEST ON ROUTE 901 FROM INTX WITH
 JV4743'ROUTE 11, RIGHT ON GRAVEL DRIVE FOR 0.4 MILES (0.6 KM) TO STATION ON
 JV4743'RIGHT. 2.95M (9.7 FEET) EAST OF POWER POLE NO.M23654, 16M (52.5 FEET)
 JV4743'SOUTHEAST OF TELEPHONE PEDESTAL NO.220-3.
 JV4743
 JV4743                          STATION RECOVERY (2003)
 JV4743
 JV4743'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TJM)
 JV4743'RECOVERED AS DESCRIBED IN STATION RECOVERY 2002
 JV4743
 JV4743                          STATION RECOVERY (2004)
 JV4743
 JV4743'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 JV4743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1949 ***********************************************************************
 HW1949  DESIGNATION -  SPIKE
 HW1949  PID         -  HW1949
 HW1949  STATE/COUNTY-  WV/RANDOLPH
 HW1949  USGS QUAD   -  BOWDEN (1995)
 HW1949
 HW1949                         *CURRENT SURVEY CONTROL
 HW1949  ___________________________________________________________________
 HW1949* NAD 83(1986)-  38 53 40.     (N)    079 37 44.     (W)     SCALED    
 HW1949* NAVD 88     -       902.872  (meters)    2962.17   (feet)  ADJUSTED  
 HW1949  ___________________________________________________________________
 HW1949  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HW1949  DYNAMIC HT  -         902.186 (meters)    2959.92  (feet)  COMP
 HW1949  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 HW1949
 HW1949  VERT ORDER  -  SECOND    CLASS 0
 HW1949
 HW1949.The horizontal coordinates were scaled from a topographic map and have
 HW1949.an estimated accuracy of +/- 6 seconds.
 HW1949
 HW1949.The orthometric height was determined by differential leveling
 HW1949.and adjusted by the National Geodetic Survey in June 1991..
 HW1949
 HW1949.The geoid height was determined by GEOID03.
 HW1949
 HW1949.The dynamic height is computed by dividing the NAVD 88
 HW1949.geopotential number by the normal gravity value computed on the
 HW1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1949.degrees latitude (g = 980.6199 gals.).
 HW1949
 HW1949.The modeled gravity was interpolated from observed gravity values.
 HW1949
 HW1949;                    North         East    Units  Estimated Accuracy
 HW1949;SPC WV S     -   211,150.      718,950.      MT  (+/- 180 meters Scaled)
 HW1949
 HW1949                          SUPERSEDED SURVEY CONTROL
 HW1949
 HW1949  NGVD 29 (??/??/92)  903.004  (m)         2962.61   (f) ADJ UNCH    2 0
 HW1949
 HW1949.Superseded values are not recommended for survey control.
 HW1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1949.See file dsdata.txt to determine how the superseded data were derived.
 HW1949
 HW1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD189059(NAD 83)
 HW1949_MARKER: S = SPIKE
 HW1949_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1949_SP_SET: STUMP
 HW1949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1949
 HW1949  HISTORY     - Date     Condition        Report By
 HW1949  HISTORY     - UNK      MONUMENTED       WVHD
 HW1949  HISTORY     - 1934     GOOD             NGS
 HW1949
 HW1949                          STATION DESCRIPTION
 HW1949
 HW1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1949'1.2 MI E FROM EVENWOOD.
 HW1949'1.2 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HW1949'EVENWOOD, 0.6 MILE EAST OF A CROSSROADS, 0.5 MILE WEST OF THE TOP
 HW1949'OF A MOUNTAIN, 10 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 HW1949'AND IN THE ROOT OF A STUMP.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3064 ***********************************************************************
 HX3064  DESIGNATION -  SPRING
 HX3064  PID         -  HX3064
 HX3064  STATE/COUNTY-  WV/KANAWHA
 HX3064  USGS QUAD   -  CHARLESTON WEST (1976)
 HX3064
 HX3064                         *CURRENT SURVEY CONTROL
 HX3064  ___________________________________________________________________
 HX3064* NAD 83(1995)-  38 20 24.07486(N)    081 44 28.13054(W)     ADJUSTED  
 HX3064* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 HX3064  ___________________________________________________________________
 HX3064  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 HX3064  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HX3064
 HX3064  HORZ ORDER  -  FIRST
 HX3064
 HX3064.The horizontal coordinates were established by classical geodetic methods
 HX3064.and adjusted by the National Geodetic Survey in April 1998..
 HX3064
 HX3064.The orthometric height was scaled from a topographic map.
 HX3064
 HX3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3064
 HX3064.The geoid height was determined by GEOID03.
 HX3064
 HX3064;                    North         East     Units Scale Factor Converg.
 HX3064;SPC WV S     -   148,986.555   535,210.184   MT  0.99992935   -0 27 29.4
 HX3064;UTM  17      - 4,243,801.999   435,230.413   MT  0.99965166   -0 27 35.2
 HX3064
 HX3064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3064!SPC WV S     -   0.99995408  x   0.99992935  =   0.99988343
 HX3064!UTM  17      -   0.99995408  x   0.99965166  =   0.99960575
 HX3064
 HX3064:                Primary Azimuth Mark                     Grid Az
 HX3064:SPC WV S     -  CHARLESTON ATT MICROWAVE                 002 17 42.4
 HX3064:UTM  17      -  CHARLESTON ATT MICROWAVE                 002 17 48.2
 HX3064
 HX3064|---------------------------------------------------------------------|
 HX3064| PID    Reference Object                     Distance      Geod. Az  |
 HX3064|                                                           dddmmss.s |
 HX3064| HX3104 CHARLESTON ATT MICROWAVE            APPROX. 6.7 KM 0015013.0 |
 HX3064| HX3071 DUNBAR MUNICIPAL STANDPIPE          APPROX. 2.7 KM 0123947.5 |
 HX3064| DC4364 SPRING RM 1                           5.034 METERS 01553     |
 HX3064| HX3103 CHARLESTON RAD STA MAST WLAZ        APPROX. 5.3 KM 0395013.9 |
 HX3064| DC4366 SPRING RM 3                          10.174 METERS 05944     |
 HX3064| HX3068 CHARLESTON KANAWHA CC TK            APPROX. 2.5 KM 0703325.2 |
 HX3064| DC4363 SPRING AZ MK                                       0805554.6 |
 HX3064| DC4365 SPRING RM 2                           8.490 METERS 08249     |
 HX3064| DC4367 SPRING RM 4                           9.765 METERS 16037     |
 HX3064|---------------------------------------------------------------------|
 HX3064
 HX3064                          SUPERSEDED SURVEY CONTROL
 HX3064
 HX3064  NAD 83(1995)-  38 20 24.08119(N)    081 44 28.13542(W) AD(       ) 1
 HX3064  NAD 83(1986)-  38 20 24.08277(N)    081 44 28.13670(W) AD(       ) 1
 HX3064  NAD 27      -  38 20 23.74100(N)    081 44 28.68300(W) AD(       ) 1
 HX3064
 HX3064.Superseded values are not recommended for survey control.
 HX3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3064.See file dsdata.txt to determine how the superseded data were derived.
 HX3064
 HX3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3523043802(NAD 83)
 HX3064_MARKER: DS = TRIANGULATION STATION DISK
 HX3064_SETTING: 0 = UNSPECIFIED SETTING
 HX3064
 HX3064  HISTORY     - Date     Condition        Report By
 HX3064  HISTORY     - 1944     MONUMENTED       CGS
 HX3064  HISTORY     - 1976     GOOD             NGS
 HX3064
 HX3064                          STATION DESCRIPTION
 HX3064
 HX3064'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3064'STATION IS LOCATED
 HX3064'ABOUT 5 MILES (AIR
 HX3064'LINE) W OF CHARLESTON, ON A BARE-TOPPED HILL.
 HX3064'THE LAND BELONGS TO MR. G. C. DENT.
 HX3064'THE HILL IS TIMBER-COVERED ON
 HX3064'THE SW SLOPE AND HAS HEAVY BRUSH TO THE E.  THE MARK IS
 HX3064'SITUATED ON
 HX3064'THE HIGHEST GROUND.
 HX3064'
 HX3064'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AT THE
 HX3064'END OF A 4-INCH
 HX3064'IRON PIPE WHICH IS FLUSH WITH THE SURFACE OF THE
 HX3064'GROUND.  IT IS STAMPED SPRING
 HX3064'1944.  UNDERGROUND MARK IS A
 HX3064'BRONZE DISK SET IN CONCRETE.
 HX3064'
 HX3064'REFERENCE MARKS AND AZIMUTH MARK ARE BRONZE DISKS SET IN CONCRETE
 HX3064'AT THE CENTERS OF
 HX3064'THE TOPS OF TILES.
 HX3064'
 HX3064'REFERENCE MARK 1 IS NEAR A SMALL PEACH TREE.  IT IS STAMPED
 HX3064'SPRING NO 1 1944.
 HX3064'
 HX3064'REFERENCE MARK 2 IS 2 FEET SW OF A PEACH TREE.  IT IS
 HX3064'STAMPED SPRING NO 2 1944.
 HX3064'
 HX3064'AZIMUTH MARK IS 42 FEET N OF THE APPROXIMATE CENTER LINE OF
 HX3064'A DIRT ROAD, 21
 HX3064'FEET S OF A FENCED FARM LANE ENTRANCE, AND 2 FEET
 HX3064'W OF THE W SIDE OF AN UNPAINTED
 HX3064'BARN.  IT IS STAMPED SPRING 1944.
 HX3064'
 HX3064'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 119
 HX3064'AND 21 AND 60 AT
 HX3064'AN A. AND P. MARKET AT CHARLESTON, FOLLOW HIGHWAY
 HX3064'60 ACROSS THE KANAWHA RIVER BRIDGE
 HX3064'AND THROUGH SOUTH CHARLESTON
 HX3064'FOR 6.2 MILES TO A CROSS STREET AND TRAFFIC LIGHT.
 HX3064'(THIS INTERSECTION
 HX3064'IS 0.1 MILE W OF THE SPRING HILL POST OFFICE.) TURN
 HX3064'LEFT, THEN FOLLOW
 HX3064'A HARD-SURFACED ROAD FOR 1.75 MILES TO THE TOP
 HX3064'OF A RIDGE.  TURN SHARP RIGHT
 HX3064'WINDING UPGRADE FOR 0.4 MILE TO
 HX3064'AN UNPAINTED BARN ON THE RIGHT AND THE AZIMUTH
 HX3064'MARK.  CONTINUE
 HX3064'0.1 MILE TO A FORK, TAKE THE LEFT FORK FOR 0.1 MILE TO THE END OF
 HX3064'TRUCK TRAVEL.
 HX3064'STATION IS ON THE HILL TO THE RIGHT AT THIS POINT.
 HX3064'PACK ABOUT 75 YARDS TO THE TOP OF
 HX3064'THE HILL AND STATION.
 HX3064'
 HX3064'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX3064
 HX3064                          STATION RECOVERY (1976)
 HX3064
 HX3064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3064'THE STATION MARK WAS RECOVERED IN GOOD CONDITION. REFERENCE
 HX3064'MARK 1 WAS FOUND IN POOR CONDITION AND WAS RE-INFORCED.
 HX3064'THE POST FOR REFERENCE MARK 2 WAS FOUND WITH THE DISK MISSING.
 HX3064'THE AZIMUTH MARK WAS NOT FOUND AT THIS TIME.  NO SUITABLE
 HX3064'LOCATION WAS FOUND TO SET A NEW AZIMUTH MARK.  REFERENCE MARK
 HX3064'3 AND 4 WERE ESTABLISHED AT THIS TIME.  A LONGER DISTANCE OF
 HX3064'0.042 METER TO REFERENCE MARK 1 WAS NOTED AND VERIFIED.  DUE TO
 HX3064'CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 HX3064'
 HX3064'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF INTERSTATE
 HX3064'HIGHWAY 64, 1 MILE SOUTH-SOUTHWEST OF THE DUNBAR TOLL BRIDGE, ON
 HX3064'TOP OF A LOW HILL, ABOUT 10 PACES NORTH OF A BLUE WATER TANK
 HX3064'AND ON PROPERTY OWNED BY THE WEST VIRGINIA WATER COMPANY, POST
 HX3064'OFFICE BOX 1906, CHARLESTON, WEST VIRGINIA.  A KEY FOR THE LOCKED
 HX3064'GATE CAN BE OBTAINED FROM MISTER CARR, HIS OFFICE IS LOCATED AT
 HX3064'181 SUMMER STREET, CHARLESTON, WEST VIRGINIA.  HIS TELEPHONE
 HX3064'NUMBER IS 304-343-1631.
 HX3064'
 HX3064'TO REACH THE STATION FROM INTERSTATE HIGHWAY 64 AND EXIT 53
 HX3064'JUST NORTH OF THE DUNBAR TOLL BRIDGE, TURN RIGHT AND GO SOUTH
 HX3064'FOR 0.1 MILE TO A STOP SIGN AND COUNTY ROAD 25, 10TH STREET.
 HX3064'TURN LEFT AND GO SOUTH ON 10TH STREET FOR 0.5 MILE TO THE
 HX3064'DUNBAR TOLL BRIDGE, CROSS THE BRIDGE, KEEPING TO THE RIGHT FOR
 HX3064'0.2 MILE TO U.S. HIGHWAY 60.  TURN LEFT AND GO WEST ON U.S.
 HX3064'HIGHWAY 60 FOR 0.2 MILE TO ROCK LAKE ROAD.  TURN LEFT AND GO
 HX3064'SOUTH ON ROCK LAKE ROAD FOR 0.25 MILE TO A T-ROAD.  TURN RIGHT
 HX3064'AND GO SOUTHWEST FOR 0.6 MILE TO A FORK.  KEEP LEFT FORK AND
 HX3064'GO SOUTHEAST ON PAVED ROAD FOR 0.4 MILE TO A FORK.  KEEP LEFT
 HX3064'FORK ON A GRAVELED ROAD FOR 0.2 MILE TO FORKS.  KEEP LEFT
 HX3064'FORK, UPHILL, ON PAVED ROAD FOR 0.1 MILE TO A LOCK GATE ON THE
 HX3064'LEFT.  TURN LEFT PASS THROUGH THE GATE AND GO NORTHEAST ON TRACK
 HX3064'ROAD FOR 0.1 MILE TO TOP OF THE HILL AND THE STATION.
 HX3064'
 HX3064'THE STATION MARK IS A STANDARD DISK STAMPED---SPRING 1944---,
 HX3064'CEMENTED IN THE TOP OF A 4-INCH CAST IRON PIPE, THAT PROJECTS
 HX3064'2 INCHES ABOVE THE GROUND.  IT IS 8 FEET NORTH OF A CUT BANK AND
 HX3064'6 FEET NORTH OF A WITNESS POST.
 HX3064'
 HX3064'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---SPRING NO 1 1944---,
 HX3064'CEMENTED IN THE TOP OF A 4-INCH CAST IRON PIPE THAT PROJECTS
 HX3064'14 INCHES ABOVE THE GROUND.  IT IS 25-1/2 FEET SOUTHWEST OF A
 HX3064'WITNESS POST, 17-1/2 FEET EAST-NORTHEAST OF A WITNESS POST AND
 HX3064'ABOUT 2 FEET HIGHER THAN THE STATION.
 HX3064'
 HX3064'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---SPRING 1944 NO 3
 HX3064'1976---, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 HX3064'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 37 FEET EAST OF THE
 HX3064'WITNESS POST, 2-1/2 FEET SOUTH-SOUTHWEST OF A WITNESS POST AND
 HX3064'ABOUT THE SAME ELEVATION AS THE STATION.
 HX3064'
 HX3064'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---SPRING 1944 NO 4
 HX3064'1976---, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 HX3064'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 32 FEET
 HX3064'SOUTHEAST OF THE WITNESS POST, 2 FEET NORTH OF THE CUT BANK AND
 HX3064'4 FEET LOWER THAN THE STATION.
 HX3064'
 HX3064'THE HEIGHT OF LIGHT WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1955 ***********************************************************************
 JX1955  DESIGNATION -  SPRING
 JX1955  PID         -  JX1955
 JX1955  STATE/COUNTY-  WV/GILMER
 JX1955  USGS QUAD   -  BURNT HOUSE (1976)
 JX1955
 JX1955                         *CURRENT SURVEY CONTROL
 JX1955  ___________________________________________________________________
 JX1955* NAD 83(1995)-  39 00 39.79948(N)    080 59 54.25236(W)     ADJUSTED  
 JX1955* NAVD 88     -       405.2    (meters)    1329.     (feet)  VERTCON   
 JX1955  ___________________________________________________________________
 JX1955  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 JX1955  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JX1955
 JX1955  HORZ ORDER  -  SECOND
 JX1955
 JX1955.The horizontal coordinates were established by classical geodetic methods
 JX1955.and adjusted by the National Geodetic Survey in April 1998..
 JX1955
 JX1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1955
 JX1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1955
 JX1955.The geoid height was determined by GEOID03.
 JX1955
 JX1955;                    North         East     Units Scale Factor Converg.
 JX1955;SPC WV S     -   223,216.210   600,138.287   MT  1.00002971   +0 00 03.6
 JX1955;SPC WV N     -    57,818.286   470,225.187   MT  0.99999793   -0 57 20.3
 JX1955;UTM  17      - 4,318,003.416   500,138.228   MT  0.99960000   +0 00 03.6
 JX1955
 JX1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1955!SPC WV S     -   0.99994165  x   1.00002971  =   0.99997135
 JX1955!SPC WV N     -   0.99994165  x   0.99999793  =   0.99993958
 JX1955!UTM  17      -   0.99994165  x   0.99960000  =   0.99954167
 JX1955
 JX1955|---------------------------------------------------------------------|
 JX1955| PID    Reference Object                     Distance      Geod. Az  |
 JX1955|                                                           dddmmss.s |
 JX1955| CX5395 SPRING RM 2                          20.122 METERS 00456     |
 JX1955| CX5393 SPRING AZ MK                                       2483751.6 |
 JX1955| CX5394 SPRING RM 1                          22.090 METERS 26012     |
 JX1955|---------------------------------------------------------------------|
 JX1955
 JX1955                          SUPERSEDED SURVEY CONTROL
 JX1955
 JX1955  NAD 83(1986)-  39 00 39.80490(N)    080 59 54.26038(W) AD(       ) 2
 JX1955  NAD 27      -  39 00 39.49660(N)    080 59 54.86780(W) AD(       ) 2
 JX1955  NGVD 29 (07/19/86)  405.4    (m)         1330.     (f) VERT ANG       
 JX1955
 JX1955.Superseded values are not recommended for survey control.
 JX1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1955.See file dsdata.txt to determine how the superseded data were derived.
 JX1955
 JX1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0013818003(NAD 83)
 JX1955_MARKER: DS = TRIANGULATION STATION DISK
 JX1955_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JX1955_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JX1955
 JX1955  HISTORY     - Date     Condition        Report By
 JX1955  HISTORY     - 1956     MONUMENTED       CGS
 JX1955
 JX1955                          STATION DESCRIPTION
 JX1955
 JX1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX1955'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF GLENVILLE AND 7 MILES
 JX1955'SOUTHEAST OF SMITHVILLE ON THE
 JX1955'HIGHEST POINT OF A TIMBER COVERED HILL.  STATION IS 4 FEET NORTH OF
 JX1955'WITNESS POST.  THE MARK PROJECTS
 JX1955'ABOUT 6 INCHES AND THE DISK IS STAMPED SPRING 1956.
 JX1955'
 JX1955'REFERENCE MARK NO. 1 PROJECTS ABOUT 1 FOOT AND THE DISK IS STAMPED
 JX1955'SPRING NO 1 1956.
 JX1955'
 JX1955'REFERENCE MARK NO. 2 PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 JX1955'SPRING NO 2 1956.
 JX1955'
 JX1955'AZIMUTH MARK IS 12 FEET SOUTH OF FENCE, 2 FEET EAST OF WITNESS POST
 JX1955'AND ALONG THE SOUTH EDGE OF
 JX1955'CLEARED RIGHT OF WAY.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK
 JX1955'IS STAMPED SPRING 1956.
 JX1955'
 JX1955'TO REACH FROM THE POST OFFICE IN BURNT HOUSE, WHICH IS ABOUT 7 MILES
 JX1955'SOUTHEAST OF SMITHVILLE, GO
 JX1955'EAST ON STATE ROUTE 47 FOR 0.15 MILE TO FORKS.  TAKE RIGHT FORK ON
 JX1955'BLACK TOP ROAD FOR 0.55 MILE TO A
 JX1955'SIDE ROAD RIGHT.  TURN RIGHT CROSSING SMALL WOODEN BRIDGE
 JX1955'AND FOLLOW DIRT ROAD FOR 1.4 MILES TO A
 JX1955'REVERSE FORK.  TURN SHARP RIGHT FOR 1.0 MILE TO
 JX1955'DIM SIDE ROAD LEFT AT THE BOTTOM OF HILL.  TURN SHARP LEFT
 JX1955'AND FOLLOW TRACK ROAD ALONG CREEK
 JX1955'BOTTOM FOR 0.25 MILE TO DIM FORKS.  KEEP LEFT FORK FOR 0.75 MILE TO
 JX1955'CREST OF RIDGE AND SMALL TRIANGLE
 JX1955'BLAZED OAK TREE ON LEFT.  BEAR LEFT ON DIM ROAD FOR ABOUT 150 YARDS
 JX1955'TO CLEARED RIGHT OF WAY, AND THEN
 JX1955'FOLLOW CLEARED RIGHT OF WAY SOUTH FOR 0.1 MILE TO
 JX1955'FENCE.  PASS THROUGH FENCE AND GO ABOUT 50 YARDS.
 JX1955'TURN SHARP LEFT UP HILL FOR ABOUT 0.1
 JX1955'MILE TO STATION.  TO REACH AZIMUTH MARK FROM STATION GO WESTERLY ON
 JX1955'CLEARED RIGHT OF WAY FOR 0.2 MILE TO
 JX1955'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONSIDERABLE CLEARING
 JX1955'NECESSARY TO MAKE AZIMUTH MARK V.G.
 JX1955'
 JX1955'A FOUR WHEEL VEHICLE IS NECESSARY TO DRIVE TO STATION FROM POINT IN
 JX1955'DESCRIPTION WHERE ROAD
 JX1955'ENTERS CREEK BOTTOM.
 JX1955'
 JX1955'HEIGHT OF LIGHT ABOVE STATION MARK 35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1447 ***********************************************************************
 JW1447  DESIGNATION -  SPRING GAP
 JW1447  PID         -  JW1447
 JW1447  STATE/COUNTY-  WV/HAMPSHIRE
 JW1447  USGS QUAD   -  LEVELS (1973)
 JW1447
 JW1447                         *CURRENT SURVEY CONTROL
 JW1447  ___________________________________________________________________
 JW1447* NAD 83(1995)-  39 25 59.73374(N)    078 30 13.25353(W)     ADJUSTED  
 JW1447* NAVD 88     -       557.9    (meters)    1830.     (feet)  VERTCON   
 JW1447  ___________________________________________________________________
 JW1447  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 JW1447  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JW1447
 JW1447  HORZ ORDER  -  FIRST
 JW1447
 JW1447.The horizontal coordinates were established by classical geodetic methods
 JW1447.and adjusted by the National Geodetic Survey in April 1998..
 JW1447
 JW1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1447
 JW1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1447
 JW1447.The geoid height was determined by GEOID03.
 JW1447
 JW1447;                    North         East     Units Scale Factor Converg.
 JW1447;SPC WV N     -   104,083.073   685,772.300   MT  0.99994637   +0 38 07.5
 JW1447;UTM  17      - 4,367,831.555   714,849.395   MT  1.00016837   +1 35 10.4
 JW1447
 JW1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1447!SPC WV N     -   0.99991771  x   0.99994637  =   0.99986408
 JW1447!UTM  17      -   0.99991771  x   1.00016837  =   1.00008606
 JW1447
 JW1447|---------------------------------------------------------------------|
 JW1447| PID    Reference Object                     Distance      Geod. Az  |
 JW1447|                                                           dddmmss.s |
 JW1447| CK8012 SPRING GAP RM 1                      10.192 METERS 04039     |
 JW1447| CK8013 SPRING GAP RM 2                       7.161 METERS 15147     |
 JW1447| JW1446 KIDWELL                             APPROX. 3.9 KM 1715800.1 |
 JW1447|---------------------------------------------------------------------|
 JW1447
 JW1447                          SUPERSEDED SURVEY CONTROL
 JW1447
 JW1447  NAD 83(1995)-  39 25 59.73385(N)    078 30 13.25304(W) AD(       ) 1
 JW1447  NAD 83(1995)-  39 25 59.73453(N)    078 30 13.25541(W) AD(       ) 1
 JW1447  NAD 83(1986)-  39 25 59.73550(N)    078 30 13.26004(W) AD(       ) 1
 JW1447  NAD 27      -  39 25 59.39100(N)    078 30 14.22100(W) AD(       ) 1
 JW1447  NGVD 29 (07/19/86)  558.1    (m)         1831.     (f) VERT ANG       
 JW1447
 JW1447.Superseded values are not recommended for survey control.
 JW1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1447.See file dsdata.txt to determine how the superseded data were derived.
 JW1447
 JW1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD1484967832(NAD 83)
 JW1447_MARKER: DS = TRIANGULATION STATION DISK
 JW1447_SETTING: 66 = SET IN ROCK OUTCROP
 JW1447
 JW1447  HISTORY     - Date     Condition        Report By
 JW1447  HISTORY     - 1927     MONUMENTED       CGS
 JW1447
 JW1447                          STATION DESCRIPTION
 JW1447
 JW1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 JW1447'THE STATION
 JW1447'IS ABOUT 3 MILES A
 JW1447'LITTLE W OF N OF STATION KIDWELL, ON SUMMIT OF
 JW1447'THE SOUTHERN END OF SPRING GAP MOUNTAIN.
 JW1447'
 JW1447'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN ROCK.
 JW1447'
 JW1447'STATION CAN BE REACHED FROM KIDWELL STATION BY CRITTEN
 JW1447'HOLLOW ROAD N 1.8
 JW1447'MILES, KEEP LEFT FORK 0.7 MILE, KEEP RIGHT FORK
 JW1447'1.5 MILES TO ROAD LEADING SW NEAR A
 JW1447'WHITE HOUSE.  FOLLOW THIS
 JW1447'ROAD 1.2 MILES TO GATE ON LEFT ABOUT 50 YARDS BEFORE REACHING.
 JW1447'SUMMIT.  A LANE LEADS S THROUGH GATE AND PAST A HOUSE TO A SAWMILL
 JW1447'SITE.  ABOUT 100
 JW1447'YARDS PAST SAWMILL, TAKE STEEP SKID TRAIL TO
 JW1447'RIGHT UP HILL TO STATION, ABOUT 200
 JW1447'YARDS.  STATION IS ON THE
 JW1447'HIGHEST POINT OF SPRING GAP MOUNTAIN S OF THE ROAD.
 JW1447'THIS ROAD
 JW1447'LEADS OUT W TO SPRINGFIELD, BUT THERE ARE NUMEROUS FORKS, AND
 JW1447'DESCRIPTION IS DIFFICULT.
 JW1447'
 JW1447'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.033 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3569 ***********************************************************************
 HW3569  DESIGNATION -  SPRUCE
 HW3569  PID         -  HW3569
 HW3569  STATE/COUNTY-  WV/PENDLETON
 HW3569  USGS QUAD   -  SPRUCE KNOB (1995)
 HW3569
 HW3569                         *CURRENT SURVEY CONTROL
 HW3569  ___________________________________________________________________
 HW3569* NAD 83(1995)-  38 41 59.52305(N)    079 31 58.04981(W)     ADJUSTED  
 HW3569* NAVD 88     -      1482.1    (meters)    4863.     (feet)  VERTCON   
 HW3569  ___________________________________________________________________
 HW3569  LAPLACE CORR-          -5.91  (seconds)                    DEFLEC99
 HW3569  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HW3569
 HW3569  HORZ ORDER  -  SECOND
 HW3569
 HW3569.The horizontal coordinates were established by classical geodetic methods
 HW3569.and adjusted by the National Geodetic Survey in April 1998..
 HW3569
 HW3569.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3569
 HW3569.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3569
 HW3569.The geoid height was determined by GEOID03.
 HW3569
 HW3569;                    North         East     Units Scale Factor Converg.
 HW3569;SPC WV S     -   189,680.752   727,624.526   MT  0.99996606   +0 54 25.3
 HW3569;UTM  17      - 4,284,492.929   627,586.210   MT  0.99980046   +0 55 02.9
 HW3569
 HW3569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3569!SPC WV S     -   0.99977230  x   0.99996606  =   0.99973837
 HW3569!UTM  17      -   0.99977230  x   0.99980046  =   0.99957281
 HW3569
 HW3569|---------------------------------------------------------------------|
 HW3569| PID    Reference Object                     Distance      Geod. Az  |
 HW3569|                                                           dddmmss.s |
 HW3569| HW3570 SPRUCE KNOB CAIRN 1956              130.049 METERS 03423     |
 HW3569| DC4372 SPRUCE RM 1                           9.447 METERS 03937     |
 HW3569| DC4371 SPRUCE AZ MK                                       2164324.6 |
 HW3569| HW3568 GATEWOOD LOOKOUT HOUSE              APPROX. 4.9 KM 2940951.0 |
 HW3569| DC4373 SPRUCE RM 2                           8.488 METERS 32128     |
 HW3569|---------------------------------------------------------------------|
 HW3569
 HW3569                          SUPERSEDED SURVEY CONTROL
 HW3569
 HW3569  NAD 83(1995)-  38 41 59.52622(N)    079 31 58.05806(W) AD(       ) 2
 HW3569  NAD 83(1986)-  38 41 59.52735(N)    079 31 58.05986(W) AD(       ) 2
 HW3569  NAD 27      -  38 41 59.11560(N)    079 31 58.88020(W) AD(       ) 2
 HW3569  NGVD 29 (07/19/86) 1482.2    (m)         4863.     (f) VERT ANG       
 HW3569
 HW3569.Superseded values are not recommended for survey control.
 HW3569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3569.See file dsdata.txt to determine how the superseded data were derived.
 HW3569
 HW3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC2758684493(NAD 83)
 HW3569_MARKER: DD = SURVEY DISK
 HW3569_SETTING: 0 = UNSPECIFIED SETTING
 HW3569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3569+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003
 HW3569
 HW3569  HISTORY     - Date     Condition        Report By
 HW3569  HISTORY     - 1956     MONUMENTED       USGS
 HW3569  HISTORY     - 1957     GOOD             CGS
 HW3569  HISTORY     - 20030730 GOOD             DMW
 HW3569
 HW3569                          STATION DESCRIPTION
 HW3569
 HW3569'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WRH)
 HW3569'STATION IS LOCATED, AIRLINE, ABOUT 15 MILES SOUTH OF HARMAN, 6 MILES
 HW3569'SOUTHWEST OF RIVERTON, 4
 HW3569'MILES WEST OF U.S. HIGHWAY 33 AND ON THE SUMMIT OF SPRUCE KNOB, THE
 HW3569'HIGHEST POINT IN WEST VIRGINIA.
 HW3569'
 HW3569'STATION IS REACHED AS FOLLOWS- AT THE JUNCTION OF U.S. HIGHWAY 33 AND
 HW3569'STATE HIGHWAYS 28 AND 4
 HW3569'AT MOUTH OF SENECA, GO SOUTH ON U.S. HIGHWAY 33 FOR 9.7 MILES TO A
 HW3569'SIDE ROAD ON THE RIGHT, TURN RIGHT
 HW3569'AS PER SIGN SPRUCE KNOB AND GO 2.0 MILES TO A
 HW3569'ROAD INTERSECTION, TURN LEFT AND GO 0.6 MILE TO A
 HW3569'FORK, TAKE THE RIGHT FORK AND GO
 HW3569'6.2 MILES TO THE SPRUCE SPUR TRAIL ON THE RIGHT AND THE END OF TRUCK
 HW3569'TRAVEL.  FROM HERE FOLLOW THE
 HW3569'TRAIL WESTERLY AND NORTHERLY FOR 1/2 MILE TO THE HIGHEST POINT AND
 HW3569'THE STATION.
 HW3569'
 HW3569'STATION MARK, STAMPED 4860, IS A USGS DISK CEMENTED IN A DRILL HOLE
 HW3569'IN OUTCROPPING
 HW3569'BEDROCK 3 FEET BY 2 FEET AND PROJECTING 5 INCHES.  IT IS IN THE
 HW3569'CENTER OF A CIRCLE OF ROCKS ABOUT
 HW3569'40 FEET IN DIAMETER AND 10 FEET SOUTH OF A 4 FOOT CAIRN OF
 HW3569'SMALL STONES.
 HW3569'
 HW3569'REFERENCE MARK NUMBER 1, STAMPED SPRUCE USGS NO 1 1956, IS A STANDARD
 HW3569'DISK CEMENTED IN A
 HW3569'DRILL HOLE IN OUTCROPPING BEDROCK 36 INCHES BY 15 INCHES, PROJECTING
 HW3569'4 INCHES AND IS ABOUT 1 FOOT
 HW3569'HIGHER THAN THE STATION.  IT IS 14 FEET NORTHEAST OF THE
 HW3569'CAIRN OF SMALL STONES.
 HW3569'
 HW3569'REFERENCE MARK NUMBER 2, STAMPED SPRUCE USGS NO 2 1956, IS A STANDARD
 HW3569'DISK CEMENTED IN A
 HW3569'DRILL HOLE IN OUTCROPPING BEDROCK 4 FEET SQUARE, PROJECTING 1 FOOT
 HW3569'AND IS ABOUT 1 FOOT HIGHER THAN
 HW3569'THE STATION.  IT IS MARKED BY A 1 FOOT CAIRN.
 HW3569'
 HW3569'SPRUCE KNOB CAIRN IS A PILE OF SMALL STONES 10 FEET HIGH AND 20 FEET
 HW3569'WIDE AT THE BASE AND HAS A
 HW3569'POLE RISING 10 FEET FROM THE TOP CENTER.
 HW3569'
 HW3569'AZIMUTH MARK, STAMPED SPRUCE USGS 1956, IS A STANDARD DISK CEMENTED
 HW3569'IN A DRILL HOLE IN
 HW3569'OUTCROPPING BEDROCK 6 FEET BY 1 FOOT AND PROJECTING 8 INCHES.  TO
 HW3569'REACH THE AZIMUTH MARK FROM THE
 HW3569'END OF TRUCK TRAVEL, PACK WEST UP THE SOUTH SIDE OF THE STREAM
 HW3569'FOR ABOUT 0.15 MILE TO A REVERSE FORK IN
 HW3569'THE TRAIL, TURN LEFT AND FOLLOW THE TRAIL
 HW3569'SOUTH FOR ABOUT 0.15 MILE TO A TRIANGULAR BLAZED TREE ON
 HW3569'THE LEFT, TURN RIGHT AND
 HW3569'FOLLOW BLAZED TREES WEST UP THE HILL FOR ABOUT 0.1 MILE TO THE
 HW3569'AZIMUTH MARK IN AN OPENING
 HW3569'ABOUT 150 FEET NORTH OF THE HIGHEST POINT.  IT IS AT THE SOUTH EDGE
 HW3569'OF THE OPENING.
 HW3569'
 HW3569'HEIGHT OF LIGHT ABOVE STATION MARK - 4.82 METERS.
 HW3569
 HW3569                          STATION RECOVERY (1957)
 HW3569
 HW3569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3569'ALL MARKS WERE RECOVERED AND WERE FOUND AS PREVIOUSLY DESCRIBED.  THE
 HW3569'DESCRIPTION WAS ENTIRELY ADEQUATE.
 HW3569
 HW3569                          STATION RECOVERY (2003)
 HW3569
 HW3569'RECOVERY NOTE BY DAFT MCCUNE WALKER INCORPORATED 2003 (PAS)
 HW3569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3570 ***********************************************************************
 HW3570  DESIGNATION -  SPRUCE KNOB CAIRN 1956
 HW3570  PID         -  HW3570
 HW3570  STATE/COUNTY-  WV/PENDLETON
 HW3570  USGS QUAD   -  SPRUCE KNOB (1995)
 HW3570
 HW3570                         *CURRENT SURVEY CONTROL
 HW3570  ___________________________________________________________________
 HW3570* NAD 83(1995)-  38 42 03.00389(N)    079 31 55.01105(W)     ADJUSTED  
 HW3570* NAVD 88     -      1482.     (meters)    4862.     (feet)  SCALED    
 HW3570  ___________________________________________________________________
 HW3570  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 HW3570  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HW3570
 HW3570  HORZ ORDER  -  THIRD
 HW3570
 HW3570.The horizontal coordinates were established by classical geodetic methods
 HW3570.and adjusted by the National Geodetic Survey in April 1998..
 HW3570
 HW3570.The orthometric height was scaled from a topographic map.
 HW3570
 HW3570.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3570
 HW3570.The geoid height was determined by GEOID03.
 HW3570
 HW3570;                    North         East     Units Scale Factor Converg.
 HW3570;SPC WV S     -   189,789.233   727,696.243   MT  0.99996622   +0 54 27.2
 HW3570;UTM  17      - 4,284,601.405   627,657.896   MT  0.99980068   +0 55 04.9
 HW3570
 HW3570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3570!SPC WV S     -   0.99977233  x   0.99996622  =   0.99973856
 HW3570!UTM  17      -   0.99977233  x   0.99980068  =   0.99957306
 HW3570
 HW3570                          SUPERSEDED SURVEY CONTROL
 HW3570
 HW3570  NAD 83(1995)-  38 42 03.00684(N)    079 31 55.01888(W) AD(       ) 4
 HW3570  NAD 83(1986)-  38 42 03.00846(N)    079 31 55.02092(W) AD(       ) 4
 HW3570  NAD 27      -  38 42 02.59600(N)    079 31 55.83900(W) AD(       ) 3
 HW3570
 HW3570.Superseded values are not recommended for survey control.
 HW3570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3570.See file dsdata.txt to determine how the superseded data were derived.
 HW3570
 HW3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC2765884601(NAD 83)
 HW3570_MARKER: 72 = CAIRN
 HW3570
 HW3570  HISTORY     - Date     Condition        Report By
 HW3570  HISTORY     - 1956     FIRST OBSERVED   USGS
 HW3570
 HW3570                          STATION DESCRIPTION
 HW3570
 HW3570'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WRH)
 HW3570'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE SOUTH OF
 HW3570'HARMAN, 6 MILES
 HW3570'AIRLINE SOUTHWEST OF RIVERTON, ON THE SUMMIT OF SPRUCE KNOB, THE
 HW3570'HIGHEST POINT IN WEST VIRGINIA.
 HW3570'
 HW3570'THE CAIRN IS A PILE OF SMALL STONES 10 FEET HIGH AND 20 FEET WIDE AT
 HW3570'ITS BASE, WITH A POLE
 HW3570'RISING 10 FEET FROM ITS CENTER.  IT IS 426.7 FEET, (130.6) METERS
 HW3570'NORTHEAST OF TRIANGULATION STATION
 HW3570'SPRUCE (USGS).  THE CENTER OF THE CAIRN WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2877 ***********************************************************************
 HX2877  DESIGNATION -  SPRUCE KNOB LOOKOUT TOWER
 HX2877  PID         -  HX2877
 HX2877  STATE/COUNTY-  WV/POCAHONTAS
 HX2877  USGS QUAD   -  WOODROW (1995)
 HX2877
 HX2877                         *CURRENT SURVEY CONTROL
 HX2877  ___________________________________________________________________
 HX2877* NAD 83(1995)-  38 19 35.58318(N)    080 09 14.70457(W)     ADJUSTED  
 HX2877* NAVD 88     -                                                        
 HX2877  ___________________________________________________________________
 HX2877  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 HX2877  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HX2877
 HX2877  HORZ ORDER  -  THIRD
 HX2877
 HX2877.The horizontal coordinates were established by classical geodetic methods
 HX2877.and adjusted by the National Geodetic Survey in April 1998..
 HX2877
 HX2877
 HX2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2877
 HX2877.The geoid height was determined by GEOID03.
 HX2877
 HX2877;                    North         East     Units Scale Factor Converg.
 HX2877;SPC WV S     -   147,569.941   673,961.862   MT  0.99992874   +0 31 22.6
 HX2877;UTM  17      - 4,242,386.028   573,939.199   MT  0.99966733   +0 31 28.6
 HX2877
 HX2877                          SUPERSEDED SURVEY CONTROL
 HX2877
 HX2877  NAD 83(1986)-  38 19 35.58809(N)    080 09 14.71780(W) AD(       ) 4
 HX2877  NAD 27      -  38 19 35.16200(N)    080 09 15.47100(W) AD(       ) 3
 HX2877
 HX2877.Superseded values are not recommended for survey control.
 HX2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2877.See file dsdata.txt to determine how the superseded data were derived.
 HX2877
 HX2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7393942386(NAD 83)
 HX2877_MARKER: 57 = LOOKOUT TOWER
 HX2877
 HX2877  HISTORY     - Date     Condition        Report By
 HX2877  HISTORY     - 1941     FIRST OBSERVED   CGS
 HX2877  HISTORY     - 1961     GOOD             CGS
 HX2877
 HX2877                          STATION DESCRIPTION
 HX2877
 HX2877'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2877'STATION IS ABOUT 8 MILES NNW OF MARLINTON ON SPRUCE KNOB
 HX2877'OF RED LICK
 HX2877'MOUNTAIN.  IT IS LOCATED BY TRAVERSE FROM STATION
 HX2877'SPRUCE (RED, U.S.F.S.), AND IS
 HX2877'A PROMINENT WOODEN TOWER ABOUT 50
 HX2877'FEET HIGH BELONGING TO THE U.S. FOREST SERVICE.
 HX2877'
 HX2877'THE POINT LOCATED IS THE UNMARKED CENTER OF THE SQUARE FORMED
 HX2877'BY THE BASES OF
 HX2877'THE TOWER LEGS, WHICH CENTER IS VERY CLOSE TO THE
 HX2877'CENTER OF ANY HORIZONTAL CROSS
 HX2877'SECTION IT IS 13.55 METERS OR
 HX2877'44.5 FEET SSW OF STATION SPRUCE (RED, U.S.F.S.).
 HX2877'
 HX2877'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219
 HX2877'AND STATE HIGHWAY
 HX2877'43 IN MARLINTON, GO N ON 219 FOR 3.5 MILES AND
 HX2877'TURN LEFT, THENCE WESTERLY 4.5 MILES
 HX2877'TO THE SETTLEMENT OF WOODROW,
 HX2877'THENCE CONTINUE STRAIGHT AHEAD 1.6 MILES TAKE THE RIGHT FORK,
 HX2877'THENCE 0.1 MILE AND TURN RIGHT THROUGH A GATE, THENCE NORTHERLY
 HX2877'THROUGH SEVERAL
 HX2877'GATES 2.3 MILES TO A GATE AT THE EDGE OF THE WOODS
 HX2877'AND THE END OF TRUCK TRAVEL,
 HX2877'THENCE CONTINUE ON A WAGON ROAD TO
 HX2877'THE TOP OF THE HILL AND THE STATION.  THE CLIMB
 HX2877'AFOOT REQUIRED
 HX2877'ABOUT 40 MINUTES WITH PACKS.
 HX2877
 HX2877                          STATION RECOVERY (1961)
 HX2877
 HX2877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2877'STATION WAS RECOVERED AS WAS DESCRIBED IN THE 1941
 HX2877'DESCRIPTION.  IT
 HX2877'IS APPARENTLY IN GOOD CONDITION.
 HX2877'
 HX2877'THE STATION CAN NOW BE DRIVEN TO IN A JEEP VEHICLE, USING GREAT CARE
 HX2877'AS THE ROAD IS
 HX2877'VERY SLOPED AND SLICK.
 HX2877'
 HX2877'A SHORTER DISTANCE OF 0.100 METERS WAS NOTED IN THE MEASUREMENT FROM
 HX2877'SPRUCE 1941 TO THE
 HX2877'CENTER OF THE LOOKOUT TOWER.
 HX2877'
 HX2877'A MEASUREMENT WAS MADE FROM SPRUCE RM 3 TO THE CENTER OF THE LOOKOUT
 HX2877'TOWER AND THE
 HX2877'DISTANCE IS 12.310 METERS OR 40.39 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2879 ***********************************************************************
 HX2879  DESIGNATION -  SPRUCE RM 3
 HX2879  PID         -  HX2879
 HX2879  STATE/COUNTY-  WV/POCAHONTAS
 HX2879  USGS QUAD   -  WOODROW (1995)
 HX2879
 HX2879                         *CURRENT SURVEY CONTROL
 HX2879  ___________________________________________________________________
 HX2879* NAD 83(1995)-  38 19 35.70132(N)    080 09 15.18795(W)     ADJUSTED  
 HX2879* NAVD 88     -      1433.4    (meters)    4703.     (feet)  VERTCON   
 HX2879  ___________________________________________________________________
 HX2879  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 HX2879  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HX2879
 HX2879  HORZ ORDER  -  SECOND
 HX2879
 HX2879.The horizontal coordinates were established by classical geodetic methods
 HX2879.and adjusted by the National Geodetic Survey in April 1998..
 HX2879
 HX2879.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2879
 HX2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2879
 HX2879.The geoid height was determined by GEOID03.
 HX2879
 HX2879;                    North         East     Units Scale Factor Converg.
 HX2879;SPC WV S     -   147,573.476   673,950.089   MT  0.99992874   +0 31 22.3
 HX2879;UTM  17      - 4,242,389.562   573,927.429   MT  0.99966731   +0 31 28.3
 HX2879
 HX2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2879!SPC WV S     -   0.99977991  x   0.99992874  =   0.99970867
 HX2879!UTM  17      -   0.99977991  x   0.99966731  =   0.99944729
 HX2879
 HX2879|---------------------------------------------------------------------|
 HX2879| PID    Reference Object                     Distance      Geod. Az  |
 HX2879|                                                           dddmmss.s |
 HX2879| HX2877 SPRUCE KNOB LOOKOUT TOWER            12.293 METERS 10714     |
 HX2879| DC4369 SPRUCE RM 1                          14.531 METERS 12235     |
 HX2879| HX2876 RED=SPRUCE                           18.768 METERS 15254     |
 HX2879| DC4370 RED RP                               22.366 METERS 17055     |
 HX2879| DC4368 SPRUCE AZ MK                                       2122436.0 |
 HX2879|---------------------------------------------------------------------|
 HX2879
 HX2879                          SUPERSEDED SURVEY CONTROL
 HX2879
 HX2879  NAD 83(1986)-  38 19 35.70648(N)    080 09 15.20179(W) AD(       ) 2
 HX2879  NAD 27      -  38 19 35.27740(N)    080 09 15.95490(W) AD(       ) 2
 HX2879  NGVD 29 (07/19/86) 1433.5    (m)         4703.     (f) VERT ANG       
 HX2879
 HX2879.Superseded values are not recommended for survey control.
 HX2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2879.See file dsdata.txt to determine how the superseded data were derived.
 HX2879
 HX2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7392742390(NAD 83)
 HX2879_MARKER: DR = REFERENCE MARK DISK
 HX2879_SETTING: 66 = SET IN ROCK OUTCROP
 HX2879
 HX2879  HISTORY     - Date     Condition        Report By
 HX2879  HISTORY     - 1961     MONUMENTED       CGS
 HX2879
 HX2879                          STATION DESCRIPTION
 HX2879
 HX2879'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2879'STATION IS LOCATED ON RED LICK MOUNTAIN, KNOWN LOCALLY AS SPRUCE
 HX2879'KNOB, AT THE SITE
 HX2879'OF THE SPRUCE KNOB LOOKOUT TOWER, ABOUT 8 MILES NORTH-NORTHWEST
 HX2879'OF MARLINTON.
 HX2879'
 HX2879'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 HX2879'HIGHWAY 39, AT THE
 HX2879'EAST EDGE OF MARLINTON.  GO NORTH ON HIGHWAY 219 FOR
 HX2879'3.5 MILES.  TURN LEFT AND GO WEST, ON
 HX2879'A SURFACED ROAD FOR 4.5 MILES TO
 HX2879'THE SMALL SETTLEMENT OF WOODROW, CONTINUE WESTERLY,
 HX2879'STRAIGHT AHEAD FOR
 HX2879'1.6 MILES TO A FORK AND END OF SURFACED ROAD, KEEP RIGHT, STRAIGHT
 HX2879'AHEAD, ON A DIRT ROAD
 HX2879'FOR 0.1 MILE TO A BOARD GATE WHICH IS LOCKED, ON THE RIGHT.
 HX2879'TURN RIGHT, PASS THROUGH THE GATE
 HX2879'AND CONTINUE ON A TRACK ROAD FOR 0.6
 HX2879'MILE TO A HOUSE ON THE RIGHT AND THE AZIMUTH MARK ON
 HX2879'THE LEFT AND IN A
 HX2879'GROVE OF PINE TREES, CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD FOR
 HX2879'1.7 MILES TO A POLE
 HX2879'GATE, PASS THROUGH THE GATE AND CONTINUE ON A TRACK ROAD,
 HX2879'THROUGH WOODS AND UPHILL FOR 1.9
 HX2879'MILES TO THE SUMMIT OF THE HILL, SPRUCE
 HX2879'KNOB LOOKOUT TOWER AND STATION.
 HX2879'
 HX2879'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED SPRUCE NO 3
 HX2879'1941, CEMENTED IN
 HX2879'A DRILL HOLE, IN THE TOP OF A 3 BY 3 FOOT OUTCROPPING
 HX2879'ROCK THAT PROJECTS ABOUT 3 INCHES.
 HX2879'
 HX2879'STATION SPRUCE 1941 IS A STANDARD USFS DISK, STAMPED SPRUCE (RED
 HX2879'USFS) 1933, 1941,
 HX2879'CEMENTED IN A DRILL HOLE, IN THE TOP OF A LARGE BOULDER
 HX2879'THAT PROJECTS ABOUT 4 FEET.
 HX2879'
 HX2879'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED SPRUCE NO 1
 HX2879'USDA 1941,
 HX2879'CEMENTED IN A DRILL HOLE, IN THE TOP OF A 5 BY 6 FOOT FLAT TOP
 HX2879'BOULDER THAT PROJECTS ABOUT 1 FOOT.
 HX2879'FOOT.
 HX2879'
 HX2879'REFERENCE MARK NUMBER 2 IS A STANDARD USFS DISK, STAMPED R.P. 1934,
 HX2879'CEMENTED IN A
 HX2879'DRILL HOLE, IN THE TOP OF A LARGE BOULDER THAT PROJECTS
 HX2879'ABOUT 4 FEET.
 HX2879'
 HX2879'AZIMUTH MARK IS A STANDARD DISK, STAMPED SPRUCE USDA, CEMENTED IN A
 HX2879'DRILL HOLE, IN THE
 HX2879'TOP OF A 3 BY 4 FOOT BOULDER THAT PROJECTS ABOUT 1 FOOT.
 HX2879'IT IS 30 FEET WEST OF THE CENTER OF A TRACK ROAD.
 HX2879'
 HX2879'A TRAVERSE WAS MADE TO STATION SPRUCE 1941.
 HX2879'
 HX2879'SPRUCE KNOB LOOKOUT TOWER IS A WOOD STRUCTURE, CONSISTING OF 4-WOOD
 HX2879'LEGS, WOOD CAB,
 HX2879'ABOUT 30 FEET IN HEIGHT, UNPAINTED AND HAS A CONICAL
 HX2879'SHAPED ROOF.
 HX2879'
 HX2879'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0436 ***********************************************************************
 JX0436  DESIGNATION -  SS 23
 JX0436  PID         -  JX0436
 JX0436  STATE/COUNTY-  WV/WETZEL
 JX0436  USGS QUAD   -  BIG RUN (1976)
 JX0436
 JX0436                         *CURRENT SURVEY CONTROL
 JX0436  ___________________________________________________________________
 JX0436* NAD 83(1986)-  39 31 22.     (N)    080 36 36.     (W)     SCALED    
 JX0436* NAVD 88     -       239.483  (meters)     785.70   (feet)  ADJUSTED  
 JX0436  ___________________________________________________________________
 JX0436  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JX0436  DYNAMIC HT  -         239.340 (meters)     785.23  (feet)  COMP
 JX0436  MODELED GRAV-     980,025.3   (mgal)                       NAVD 88
 JX0436
 JX0436  VERT ORDER  -  SECOND    CLASS 0
 JX0436
 JX0436.The horizontal coordinates were scaled from a topographic map and have
 JX0436.an estimated accuracy of +/- 6 seconds.
 JX0436
 JX0436.The orthometric height was determined by differential leveling
 JX0436.and adjusted by the National Geodetic Survey in June 1991..
 JX0436
 JX0436.The geoid height was determined by GEOID03.
 JX0436
 JX0436.The dynamic height is computed by dividing the NAVD 88
 JX0436.geopotential number by the normal gravity value computed on the
 JX0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0436.degrees latitude (g = 980.6199 gals.).
 JX0436
 JX0436.The modeled gravity was interpolated from observed gravity values.
 JX0436
 JX0436;                    North         East    Units  Estimated Accuracy
 JX0436;SPC WV N     -   114,140.      504,560.      MT  (+/- 180 meters Scaled)
 JX0436
 JX0436                          SUPERSEDED SURVEY CONTROL
 JX0436
 JX0436  NGVD 29 (??/??/92)  239.644  (m)          786.23   (f) ADJ UNCH    2 0
 JX0436
 JX0436.Superseded values are not recommended for survey control.
 JX0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0436.See file dsdata.txt to determine how the superseded data were derived.
 JX0436
 JX0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND335748(NAD 83)
 JX0436_MARKER: DB = BENCH MARK DISK
 JX0436_SETTING: 66 = SET IN ROCK OUTCROP
 JX0436_SP_SET: ROCK CUT
 JX0436_STAMPING: SS 23 1935
 JX0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0436+STABILITY: POSITION/ELEVATION WELL
 JX0436
 JX0436  HISTORY     - Date     Condition        Report By
 JX0436  HISTORY     - 1935     MONUMENTED       CGS
 JX0436  HISTORY     - 1957     GOOD             NGS
 JX0436
 JX0436                          STATION DESCRIPTION
 JX0436
 JX0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0436'2.4 MI SE FROM JACKSONBURG.
 JX0436'ABOUT 2.4 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0436'FROM THE STATION AT JACKSONBURG, ABOUT MIDWAY BETWEEN MILEAGE
 JX0436'POLES NO. 24+28 AND 24+27, NEAR A FOOT BRIDGE ACROSS FISHING CREEK
 JX0436'LEADING TO A ONE-STORY FARM HOUSE WITH AN OIL WELL IN BACK YARD,
 JX0436'SET VERTICALLY IN WEST FACE OF A ROCK CUT, 9 FEET EAST OF EAST
 JX0436'RAIL, 60 FEET NORTHEAST AND ACROSS TRACK FROM EAST END OF FOOT
 JX0436'BRIDGE AND 1 1/2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3131 ***********************************************************************
 HX3131  DESIGNATION -  ST ALBANS TV STA WCHS TOWER
 HX3131  PID         -  HX3131
 HX3131  STATE/COUNTY-  WV/PUTNAM
 HX3131  USGS QUAD   -  SCOTT DEPOT (1989)
 HX3131
 HX3131                         *CURRENT SURVEY CONTROL
 HX3131  ___________________________________________________________________
 HX3131* NAD 83(1995)-  38 24 28.26774(N)    081 54 12.80024(W)     ADJUSTED  
 HX3131* NAVD 88     -                                                        
 HX3131  ___________________________________________________________________
 HX3131  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 HX3131  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HX3131
 HX3131  HORZ ORDER  -  THIRD
 HX3131
 HX3131.The horizontal coordinates were established by classical geodetic methods
 HX3131.and adjusted by the National Geodetic Survey in April 1998..
 HX3131
 HX3131
 HX3131.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3131
 HX3131.The geoid height was determined by GEOID03.
 HX3131
 HX3131;                    North         East     Units Scale Factor Converg.
 HX3131;SPC WV S     -   156,641.173   521,086.545   MT  0.99993325   -0 33 30.9
 HX3131;UTM  17      - 4,251,455.103   421,110.842   MT  0.99967664   -0 33 40.9
 HX3131
 HX3131                          SUPERSEDED SURVEY CONTROL
 HX3131
 HX3131  NAD 83(1995)-  38 24 28.27068(N)    081 54 12.80314(W) AD(       ) 4
 HX3131  NAD 83(1986)-  38 24 28.27409(N)    081 54 12.80501(W) AD(       ) 4
 HX3131  NAD 27      -  38 24 27.96000(N)    081 54 13.33500(W) AD(       ) 3
 HX3131
 HX3131.Superseded values are not recommended for survey control.
 HX3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3131.See file dsdata.txt to determine how the superseded data were derived.
 HX3131
 HX3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2111151455(NAD 83)
 HX3131_MARKER: 43 = RADIO/TV TOWER
 HX3131
 HX3131  HISTORY     - Date     Condition        Report By
 HX3131  HISTORY     - 1957     FIRST OBSERVED   CGS
 HX3131
 HX3131                          STATION DESCRIPTION
 HX3131
 HX3131'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HX3131'STATION IS THE ANTENNA ATOP A THREE LEGGED STEEL STRUCTURE
 HX3131'LOCATED ON A HILL
 HX3131'KNOWN AS COAL MOUNTAIN WHICH IS 0.7 MILE NORTH OF U.S. HIGHWAY 60
 HX3131'AND 3.5 MILES WEST-NORTHWEST OF ST. ALBANS.
 HX3131'
 HX3131'THE OVERALL HEIGHT OF THIS STRUCTURE IS 999 FEET ABOVE THE SURFACE OF
 HX3131'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1999 ***********************************************************************
 JX1999  DESIGNATION -  ST JOSEPH CATH CHURCH SPIRE
 JX1999  PID         -  JX1999
 JX1999  STATE/COUNTY-  WV/MARSHALL
 JX1999  USGS QUAD   -  WILEYVILLE (1976)
 JX1999
 JX1999                         *CURRENT SURVEY CONTROL
 JX1999  ___________________________________________________________________
 JX1999* NAD 83(1995)-  39 43 55.86641(N)    080 42 59.18529(W)     ADJUSTED  
 JX1999* NAVD 88     -                                                        
 JX1999  ___________________________________________________________________
 JX1999  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 JX1999  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JX1999
 JX1999  HORZ ORDER  -  THIRD
 JX1999
 JX1999.The horizontal coordinates were established by classical geodetic methods
 JX1999.and adjusted by the National Geodetic Survey in April 1998..
 JX1999
 JX1999
 JX1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1999
 JX1999.The geoid height was determined by GEOID03.
 JX1999
 JX1999;                    North         East     Units Scale Factor Converg.
 JX1999;SPC WV N     -   137,500.204   495,727.979   MT  0.99994245   -0 46 32.9
 JX1999;UTM  17      - 4,398,071.508   524,298.879   MT  0.99960727   +0 10 52.5
 JX1999
 JX1999                          SUPERSEDED SURVEY CONTROL
 JX1999
 JX1999  NAD 83(1986)-  39 43 55.87344(N)    080 42 59.19257(W) AD(       ) 4
 JX1999  NAD 27      -  39 43 55.59500(N)    080 42 59.87400(W) AD(       ) 3
 JX1999
 JX1999.Superseded values are not recommended for survey control.
 JX1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1999.See file dsdata.txt to determine how the superseded data were derived.
 JX1999
 JX1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2429998072(NAD 83)
 JX1999_MARKER: 90 = CHURCH SPIRE
 JX1999
 JX1999  HISTORY     - Date     Condition        Report By
 JX1999  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX1999
 JX1999                          STATION DESCRIPTION
 JX1999
 JX1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1999'THE STATION IS THE CENTER OF A WHITE WOODEN CROSS AT THE TOP
 JX1999'OF A WHITE,
 JX1999'SQUARE-SHAPED, WOODEN SPIRE WITH AN ALUMINUM DOME TOP.  IT IS
 JX1999'APPROXIMATELY 45 FEET HIGH AND IS
 JX1999'LOCATED ABOUT 10 MILES NORTHEAST OF NEW MARTINSVILLE.
 JX1999'
 JX1999'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 89 (ABOUT 4 MILES
 JX1999'NORTH OF NEW MARTINSVILLE), GO
 JX1999'EASTERLY ON HIGHWAY 89 FOR 6.25 MILES TO A Y FORK.  TAKE THE LEFT
 JX1999'FORK AND GO 0.15 MILE TO DRIVEWAY
 JX1999'LEADING TO CHURCH ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0877 ***********************************************************************
 JX0877  DESIGNATION -  ST MARYS
 JX0877  PID         -  JX0877
 JX0877  STATE/COUNTY-  WV/PLEASANTS
 JX0877  USGS QUAD   -  RAVEN ROCK (1994)
 JX0877
 JX0877                         *CURRENT SURVEY CONTROL
 JX0877  ___________________________________________________________________
 JX0877* NAD 83(1986)-  39 23 37.     (N)    081 11 53.     (W)     SCALED    
 JX0877* NAVD 88     -       206.933  (meters)     678.91   (feet)  ADJUSTED  
 JX0877  ___________________________________________________________________
 JX0877  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JX0877  DYNAMIC HT  -         206.809 (meters)     678.51  (feet)  COMP
 JX0877  MODELED GRAV-     980,022.7   (mgal)                       NAVD 88
 JX0877
 JX0877  VERT ORDER  -  SECOND    CLASS 0
 JX0877
 JX0877.The horizontal coordinates were scaled from a topographic map and have
 JX0877.an estimated accuracy of +/- 6 seconds.
 JX0877
 JX0877.The orthometric height was determined by differential leveling
 JX0877.and adjusted by the National Geodetic Survey in June 1991..
 JX0877
 JX0877.The geoid height was determined by GEOID03.
 JX0877
 JX0877.The dynamic height is computed by dividing the NAVD 88
 JX0877.geopotential number by the normal gravity value computed on the
 JX0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0877.degrees latitude (g = 980.6199 gals.).
 JX0877
 JX0877.The modeled gravity was interpolated from observed gravity values.
 JX0877
 JX0877;                    North         East    Units  Estimated Accuracy
 JX0877;SPC WV N     -   100,590.      453,740.      MT  (+/- 180 meters Scaled)
 JX0877
 JX0877                          SUPERSEDED SURVEY CONTROL
 JX0877
 JX0877  NGVD 29 (??/??/92)  207.097  (m)          679.45   (f) ADJ UNCH    2 0
 JX0877
 JX0877.Superseded values are not recommended for survey control.
 JX0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0877.See file dsdata.txt to determine how the superseded data were derived.
 JX0877
 JX0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD829604(NAD 83)
 JX0877_MARKER: DB = BENCH MARK DISK
 JX0877_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0877_SP_SET: BUILDING
 JX0877_STAMPING: ST MARYS 1935
 JX0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0877
 JX0877  HISTORY     - Date     Condition        Report By
 JX0877  HISTORY     - 1935     MONUMENTED       CGS
 JX0877  HISTORY     - 1957     GOOD             NGS
 JX0877  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0877
 JX0877                          STATION DESCRIPTION
 JX0877
 JX0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0877'AT ST MARYS.
 JX0877'AT ST. MARYS, NEAR THE INTERSECTION OF CHERRY STREET AND SIXTH
 JX0877'STREET, ABOUT 0.6 MILE NORTHEAST OF THE POST OFFICE, SET
 JX0877'VERTICALLY IN THE SOUTHWEST FACE OF A LARGE BRICK BUILDING(FORMERLY
 JX0877'AMERICAN LEGION AUDITORIUM-NOW OWNED BY COUNTY), 87 FEET
 JX0877'NORTHEAST OF NORTHEAST CURB OF CHERRY STREET, 231 FEET
 JX0877'SOUTHEAST OF SOUTHEAST CURB OF SIXTH STREET, 1 1/2 FEET NORTHWEST
 JX0877'OF SOUTH CORNER OF BUILDING AND ABOUT 5 FEET ABOVE LEVEL OF
 JX0877'DRIVE WAY.
 JX0877
 JX0877                          STATION RECOVERY (1983)
 JX0877
 JX0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0877'NOT RECOVERED, THE BUILDING IN WHICH THE MARK WAS LOCATED IS NOW THE
 JX0877'PLEASANTS COUNTY COMMUNITY CENTER AND A NEW ADDITION HAS BEEN
 JX0877'CONSTRUCTED IN FRONT OF THE OLD BUILDING SO MARK IS NOW COVERED OVER,
 JX0877'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2114 ***********************************************************************
 JX2114  DESIGNATION -  ST MARYS RESET
 JX2114  PID         -  JX2114
 JX2114  STATE/COUNTY-  WV/PLEASANTS
 JX2114  USGS QUAD   -  RAVEN ROCK (1994)
 JX2114
 JX2114                         *CURRENT SURVEY CONTROL
 JX2114  ___________________________________________________________________
 JX2114* NAD 83(1995)-  39 22 34.51266(N)    081 12 08.04403(W)     ADJUSTED  
 JX2114* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 JX2114  ___________________________________________________________________
 JX2114  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 JX2114  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JX2114
 JX2114  HORZ ORDER  -  THIRD
 JX2114
 JX2114.The horizontal coordinates were established by classical geodetic methods
 JX2114.and adjusted by the National Geodetic Survey in April 1998..
 JX2114
 JX2114.The orthometric height was scaled from a topographic map.
 JX2114
 JX2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2114
 JX2114.The geoid height was determined by GEOID03.
 JX2114
 JX2114;                    North         East     Units Scale Factor Converg.
 JX2114;SPC WV N     -    98,668.284   453,341.786   MT  0.99995019   -1 05 08.3
 JX2114;SPC OH S     -   153,585.806   711,811.917   MT  0.99993592   +0 49 24.4
 JX2114;UTM  17      - 4,358,550.694   482,581.281   MT  0.99960374   -0 07 41.9
 JX2114
 JX2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2114!SPC WV N     -   0.99995154  x   0.99995019  =   0.99990173
 JX2114!SPC OH S     -   0.99995154  x   0.99993592  =   0.99988746
 JX2114!UTM  17      -   0.99995154  x   0.99960374  =   0.99955530
 JX2114
 JX2114|---------------------------------------------------------------------|
 JX2114| PID    Reference Object                     Distance      Geod. Az  |
 JX2114|                                                           dddmmss.s |
 JX2114| CD2163 ST MARYS RM 3                                      00832     |
 JX2114| CD2161 ST MARYS RM 1                        21.726 METERS 03641     |
 JX2114| CD2162 ST MARYS RM 2                        23.043 METERS 16840     |
 JX2114| JX2109 PLEASANTS RADIO KQN 31 N MAST       APPROX. 7.9 KM 1720422.7 |
 JX2114| CD2164 ST MARYS RM 4                        17.866 METERS 30326     |
 JX2114| JX2150 MOORE                               APPROX. 9.5 KM 3294319.1 |
 JX2114|---------------------------------------------------------------------|
 JX2114
 JX2114                          SUPERSEDED SURVEY CONTROL
 JX2114
 JX2114  NAD 83(1986)-  39 22 34.51761(N)    081 12 08.05209(W) AD(       ) 3
 JX2114  NAD 27      -  39 22 34.24370(N)    081 12 08.64150(W) AD(       ) 3
 JX2114
 JX2114.Superseded values are not recommended for survey control.
 JX2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2114.See file dsdata.txt to determine how the superseded data were derived.
 JX2114
 JX2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD8258158551(NAD 83)
 JX2114_MARKER: DS = TRIANGULATION STATION DISK
 JX2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2114_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2114
 JX2114  HISTORY     - Date     Condition        Report By
 JX2114  HISTORY     - 1963     MONUMENTED       CGS
 JX2114  HISTORY     - 1979     GOOD             NGS
 JX2114
 JX2114                          STATION DESCRIPTION
 JX2114
 JX2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2114'THE STATION IS ON A BRUSH COVERED RIDGE ABOUT 1-1/4 MILES SOUTH OF
 JX2114'THE BUSINESS DISTRICT OF ST.
 JX2114'MARYS AND ON THE PROPERTY OF MR. JOHN W. ADAMS.  IT IS 5 FEET NORTH
 JX2114'OF A WITNESS POST, 18 FEET WEST OF
 JX2114'THE CENTERLINE OF A TRACK ROAD AND 21 FEET NORTH OF A
 JX2114'TRIPLE TRUNK LOCUST TREE.  THE MONUMENT PROJECTS
 JX2114'5 INCHES AND THE DISK IS STAMPED ST
 JX2114'MARYS 1963.
 JX2114'
 JX2114'TO REACH FROM THE JUNCTION OF U.S. ALTERNATE HIGHWAY 50 AND STATE
 JX2114'HIGHWAYS 2 AND 16 AT THE
 JX2114'SOUTHWEST SIDE OF THE ST. MARYS HIGH SCHOOL IN ST. MARYS, GO
 JX2114'SOUTHEASTERLY ON U.S. ALTERNATE
 JX2114'HIGHWAY 50 AND STATE HIGHWAY 16 FOR 1.5 MILES T A GRAVELED SIDE ROAD
 JX2114'RIGHT*.  TURN RIGHT AND GO
 JX2114'WEST-SOUTHWEST ON A GRAVELED ROAD FOR 0.9 MILE TO A SIDE
 JX2114'ROAD LEFT.  TURN LEFT AND GO ABOUT 150 FEET
 JX2114'TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST
 JX2114'AND SOUTH ON ROUGH TRACK ROAD FOR 0.15 MILE TO A FORK.  TAKE
 JX2114'THE LEFT FORK AND CONTINUE
 JX2114'SOUTH ON A DEEP RUTTED TRACK ROAD FOR 0.1 MILE TO THE TOP OF THE HILL
 JX2114'AND THE STATION ON THE RIGHT.
 JX2114'
 JX2114'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE SOUTHEASTERLY ON
 JX2114'U.S. ALTERNATE HIGHWAY AND STATE
 JX2114'HIGHWAY 16 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JX2114'
 JX2114'REFERENCE MARK 1 IS 20 FEET NORTH OF A TWIN TRUNK LOCUST TREE AND 76
 JX2114'FEET NORTHEAST OF THE WITNESS
 JX2114'POST.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED ST
 JX2114'MARYS NO 1 1963.
 JX2114'
 JX2114'REFERENCE MARK 2 IS 1 FOOT WEST OF A WIRE FENCE, 12 FEET EAST OF THE
 JX2114'CENTERLINE OF THE TRACK ROAD
 JX2114'AND 71 FEET SOUTH OF THE WITNESS POST.  THE MONUMENT PROJECTS 4
 JX2114'INCHES AND THE DISK IS STAMPED ST
 JX2114'MARYS NO 2 1963.
 JX2114'
 JX2114'THE AZIMUTH MARK IS 2 FEET NORTH OF POWER POLE NUMBER 84, 3 FEET
 JX2114'NORTHWEST OF A WITNESS POST,
 JX2114'28 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 50 AND 16 AND 70 FEET
 JX2114'NORTHEAST OF THE NORTHEAST
 JX2114'CORNER OF A FRAME HOUSE.  THE MONUMENT IS FLUSH AND THE DISK
 JX2114'IS STAMPED ST MARYS 1963.
 JX2114'
 JX2114'NO MEASUREMENT BETWEEN RMS TREES ON LINE.
 JX2114'
 JX2114'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JX2114
 JX2114                          STATION RECOVERY (1979)
 JX2114
 JX2114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 JX2114'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JX2114'CONDITION.  THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND, IT
 JX2114'IS OBSTRUCTED BY LARGE TREES.  REFERENCE MARK TWO WAS FOUND SLIGHTLY
 JX2114'DAMAGED, THE SIDE OF THE CONCRETE WAS BROKEN.  THE ANGLE BETWEEN THE
 JX2114'REFERENCE MARKS CHECKED THE 1963 OBSERVATIONS.  A LONGER DISTANCE OF
 JX2114'0.10 FOOT OR 0.030 METERS WAS NOTED TO REFERENCE MARK ONE.  A SHORTER
 JX2114'DISTANCE OF 0.06 FOOT OR 0.018 METER WAS NOTED TO REFERENCE MARK TWO.
 JX2114'
 JX2114'THE STATION AND BOTH REFERENCE MARKS WERE IN THE AREA OF CONSTRUCTION
 JX2114'AND WOULD BE DESTROYED WHEN THE AREA WAS BLADED OFF 3 FEET.  THE
 JX2114'STATION MARK WAS REFERENCED AND THEN THE CONSTRUCTION CUT DOWN THE
 JX2114'HILL TO ITS REQUIRED ELEVATION.  WHEN THE AREA WAS DONE WITH THE
 JX2114'BLADING OFF, THE SUB-SURFACE DISK WAS FOUND IN GOOD CONDITION AND
 JX2114'UNDISTURBED.  IT WAS THEN LOWERED IN POSITION AND A COMPLETE NEW
 JX2114'SURFACE AND SUB-SURFACE MARK SET IN THE SAME HORIZONTAL POSITION AS
 JX2114'THE OLD MARK WAS.  TWO NEW REFERENCE MARKS WERE ALSO SET.  THE AZIMUTH
 JX2114'MARK WAS NOT IN ANY DANGER.
 JX2114'
 JX2114'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JX2114'
 JX2114'THE STATION IS LOCATED ABOUT 20 AIRLINE MILES NORTHEAST OF
 JX2114'PARKERSBURG, 1-1/4 MILES SOUTH OF ST MARYS AND ON PROPERTY OWNED BY
 JX2114'MR. CLIFFORD COFFMAN, RD 1 ST MARYS WEST VIRGINIA.
 JX2114'
 JX2114'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 61 AND 2
 JX2114'IN ST. MARYS GO SOUTHEAST ON STATE HIGHWAY 61 FOR 1.5 MILES TO A SIDE
 JX2114'ROAD RIGHT.  (THE AZIMUTH MARK IS 0.2 MILE SOUTHEAST OF THIS POINT ON
 JX2114'THE SOUTHWEST SIDE OF STATE HIGHWAY 61) TURN RIGHT AND GO NORTHWEST
 JX2114'ON THE PAVED ROAD FOR 0.9 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 JX2114'NORTHWEST ON A DIRT ROAD FOR 0.05 MILE TO A FORK.  KEEP LEFT AND GO
 JX2114'SOUTH THEN SOUTHWEST UPHILL ON A GRAVELED ROAD FOR 0.25 MILE TO THE
 JX2114'TOP OF THE HILL AND THE STATION JUST NORTH OF A PERPOSED HOUSE.
 JX2114'NOTE--WHEN THE NEW HOUSES ARE COMPLETED, THE DIRT AND GRAVELED ROAD
 JX2114'WILL PROBABLY BE PAVED.
 JX2114'
 JX2114'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED---ST
 JX2114'MARYS 1963 1977---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25
 JX2114'CM (10 INCHES) IN DIAMETER RECESSED 15 CM (6 INCHES) BELOW THE GROUND
 JX2114'LOCATED 88.4 METERS (290 FEET) S FROM AN EAST-WEST WIRE FENCE, 13.7
 JX2114'METERS (45 FEET) E FROM THE CENTER OF A PERPOSED ROAD, 0.9 METER (3
 JX2114'FEET) S FROM A WITNESS POST, AND 3.0 METERS (10 FEET) N FROM A
 JX2114'PERPOSED HOUSE.
 JX2114'
 JX2114'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JX2114'STAMPED---ST MARYS 1963 1977---SET INTO BEDROCK 1.07 METERS (3.5
 JX2114'FEET) BELOW THE SURFACE.
 JX2114'
 JX2114'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JX2114'STAMPED---ST MARYS 1963 NO 3 1977---SET INTO THE TOP OF A ROUND
 JX2114'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 JX2114'LOCATED 9.1 METERS (30 FEET) W FROM A PERPOSED ROAD, 0.6 METER (2
 JX2114'FEET) NW FROM A WITNESS POST, 0.3 METER (1 FOOT) NE FROM THE FENCE,
 JX2114'AND 1.8 METERS (6 FEET) LOWER THAN THE STATION.
 JX2114'
 JX2114'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JX2114'STAMPED---ST MARYS 1963 NO 4 1977---SET INTO THE TOP OF A ROUND
 JX2114'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 JX2114'LOCATED 6.1 METERS (20 FEET) W FROM THE PERPOSED ROAD, 17.7 METERS
 JX2114'(58 FEET) W FROM THE WITNESS POST, 1.8 METERS (6 FEET) W FROM A GAS
 JX2114'PIPELINE, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 JX2114'
 JX2114'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JX2114'STAMPED---ST MARYS 1963---SET INTO THE TOP OF A SQUARE CONCRETE
 JX2114'MONUMENT 25 CM (10 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 8.5
 JX2114'METERS (28 FEET) SW FROM THE CENTER OF STATE HIGHWAY 61, 0.9 METER (3
 JX2114'FEET) NW FROM A WITNESS POST, AND 0.6 METER (2 FEET) N FROM A
 JX2114'POWERLINE POLE NUMBERED 84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1430 ***********************************************************************
 GX1430  DESIGNATION -  STA A
 GX1430  PID         -  GX1430
 GX1430  STATE/COUNTY-  WV/MERCER
 GX1430  USGS QUAD   -  BLUEFIELD (1979)
 GX1430
 GX1430                         *CURRENT SURVEY CONTROL
 GX1430  ___________________________________________________________________
 GX1430* NAD 83(1986)-  37 18 01.     (N)    081 12 08.     (W)     SCALED    
 GX1430* NAVD 88     -       870.418  (meters)    2855.70   (feet)  ADJUSTED  
 GX1430  ___________________________________________________________________
 GX1430  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX1430  DYNAMIC HT  -         869.632 (meters)    2853.12  (feet)  COMP
 GX1430  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 GX1430
 GX1430  VERT ORDER  -  FIRST     CLASS II
 GX1430
 GX1430.This mark is at Mercer County Airport (BLF)
 GX1430
 GX1430.The horizontal coordinates were scaled from a topographic map and have
 GX1430.an estimated accuracy of +/- 6 seconds.
 GX1430
 GX1430.The orthometric height was determined by differential leveling
 GX1430.and adjusted by the National Geodetic Survey in June 1991..
 GX1430
 GX1430.The geoid height was determined by GEOID03.
 GX1430
 GX1430.The dynamic height is computed by dividing the NAVD 88
 GX1430.geopotential number by the normal gravity value computed on the
 GX1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1430.degrees latitude (g = 980.6199 gals.).
 GX1430
 GX1430.The modeled gravity was interpolated from observed gravity values.
 GX1430
 GX1430;                    North         East    Units  Estimated Accuracy
 GX1430;SPC WV S     -    33,350.      582,070.      MT  (+/- 180 meters Scaled)
 GX1430
 GX1430                          SUPERSEDED SURVEY CONTROL
 GX1430
 GX1430  NGVD 29 (??/??/92)  870.510  (m)         2856.00   (f) ADJ UNCH    1 2
 GX1430
 GX1430.Superseded values are not recommended for survey control.
 GX1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1430.See file dsdata.txt to determine how the superseded data were derived.
 GX1430
 GX1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB820282(NAD 83)
 GX1430_MARKER: DT = TOPOGRAPHIC STATION DISK
 GX1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1430_STAMPING: AP 1955 STA A
 GX1430_MARK LOGO: CGS   
 GX1430_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GX1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1430+STABILITY: SURFACE MOTION
 GX1430
 GX1430  HISTORY     - Date     Condition        Report By
 GX1430  HISTORY     - 1955     MONUMENTED       CGS
 GX1430  HISTORY     - 1965     GOOD             NGS
 GX1430  HISTORY     - 1969     GOOD             NGS
 GX1430  HISTORY     - 1982     GOOD             USGS
 GX1430  HISTORY     - 19870430 GOOD             NGS
 GX1430
 GX1430                          STATION DESCRIPTION
 GX1430
 GX1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1430'AT MERCER COUNTY ARP.
 GX1430'AT THE MERCER COUNTY AIRPORT, ABOUT 0.6 MILE NORTHEAST OF THE
 GX1430'ADMINISTRATION AND AIR TERMINAL BUILDING, AT THE NORTH CORNER OF
 GX1430'THE NORTHEAST-SOUTHWEST RUNWAY, 50 FEET NORTHWEST OF THE CENTER
 GX1430'LINE OF THE RUNWAY, 24 FEET NORTHEAST OF THE EXTENDED CENTER
 GX1430'LINE OF THE TAXI STRIP, 1/2 FOOT NORTH OF THE NORTH CORNER OF
 GX1430'THE RUNWAY, ABOUT LEVEL WITH THE RUNWAY AND SET IN THE TOP OF A
 GX1430'CONCRETE POST FLUSH WITH THE GROUND.
 GX1430
 GX1430                          STATION RECOVERY (1969)
 GX1430
 GX1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GX1430'RECOVERED IN GOOD CONDITION.
 GX1430
 GX1430                          STATION RECOVERY (1982)
 GX1430
 GX1430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 GX1430'RECOVERED IN GOOD CONDITION.
 GX1430
 GX1430                          STATION RECOVERY (1987)
 GX1430
 GX1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GX1430'LOCATED AT MERCER COUNTY AIRPORT AT THE END OF RUNWAY 23 AT THE
 GX1430'NORTHEAST CORNER OF THE RUNWAY.  A TOPOGRAPHIC STATION DISK STAMPED AP
 GX1430'1955 STA A IN TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1431 ***********************************************************************
 GX1431  SACS        -  This is a Secondary Airport Control Station.
 GX1431  DESIGNATION -  STA A 2
 GX1431  PID         -  GX1431
 GX1431  STATE/COUNTY-  WV/MERCER
 GX1431  USGS QUAD   -  BLUEFIELD (1979)
 GX1431
 GX1431                         *CURRENT SURVEY CONTROL
 GX1431  ___________________________________________________________________
 GX1431* NAD 83(1995)-  37 18 03.14889(N)    081 12 09.24991(W)     ADJUSTED  
 GX1431* NAVD 88     -       870.070  (meters)    2854.55   (feet)  ADJUSTED  
 GX1431  ___________________________________________________________________
 GX1431  X           -     777,018.694 (meters)                     COMP
 GX1431  Y           -  -5,020,724.654 (meters)                     COMP
 GX1431  Z           -   3,844,516.275 (meters)                     COMP
 GX1431  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 GX1431  ELLIP HEIGHT-         839.26  (meters)          (11/29/01) GPS OBS
 GX1431  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX1431  DYNAMIC HT  -         869.284 (meters)    2851.98  (feet)  COMP
 GX1431  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 GX1431
 GX1431  HORZ ORDER  -  FIRST
 GX1431  VERT ORDER  -  FIRST     CLASS II
 GX1431  ELLP ORDER  -  FOURTH    CLASS II
 GX1431
 GX1431.This mark is at Mercer County Airport (BLF)
 GX1431
 GX1431.The horizontal coordinates were established by GPS observations
 GX1431.and adjusted by the National Geodetic Survey in August 1997..
 GX1431
 GX1431.The orthometric height was determined by differential leveling
 GX1431.and adjusted by the National Geodetic Survey in June 1991..
 GX1431
 GX1431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX1431
 GX1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1431
 GX1431.The ellipsoidal height was determined by GPS observations
 GX1431.and is referenced to NAD 83.
 GX1431
 GX1431.The geoid height was determined by GEOID03.
 GX1431
 GX1431.The dynamic height is computed by dividing the NAVD 88
 GX1431.geopotential number by the normal gravity value computed on the
 GX1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1431.degrees latitude (g = 980.6199 gals.).
 GX1431
 GX1431.The modeled gravity was interpolated from observed gravity values.
 GX1431
 GX1431;                    North         East     Units Scale Factor Converg.
 GX1431;SPC WV S     -    33,413.786   582,039.483   MT  1.00004362   -0 07 30.8
 GX1431;UTM  17      - 4,128,269.459   482,047.426   MT  0.99960397   -0 07 21.9
 GX1431
 GX1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1431!SPC WV S     -   0.99986832  x   1.00004362  =   0.99991193
 GX1431!UTM  17      -   0.99986832  x   0.99960397  =   0.99947234
 GX1431
 GX1431                          SUPERSEDED SURVEY CONTROL
 GX1431
 GX1431  ELLIP H (08/21/97)  839.25   (m)                       GP(       ) 4 2
 GX1431  NGVD 29 (??/??/92)  870.161  (m)         2854.85   (f) ADJ UNCH    1 2
 GX1431
 GX1431.Superseded values are not recommended for survey control.
 GX1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1431.See file dsdata.txt to determine how the superseded data were derived.
 GX1431
 GX1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8204728269(NAD 83)
 GX1431_MARKER: DT = TOPOGRAPHIC STATION DISK
 GX1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1431_STAMPING: AP 1965 STA A2
 GX1431_MARK LOGO: CGS   
 GX1431_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1431+STABILITY: SURFACE MOTION
 GX1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX1431+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 GX1431
 GX1431  HISTORY     - Date     Condition        Report By
 GX1431  HISTORY     - 1965     MONUMENTED       CGS
 GX1431  HISTORY     - 1969     GOOD             NGS
 GX1431  HISTORY     - 1982     GOOD             USGS
 GX1431  HISTORY     - 19870430 GOOD             NGS
 GX1431  HISTORY     - 19960620 GOOD             NGS
 GX1431
 GX1431                          STATION DESCRIPTION
 GX1431
 GX1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1431'AT MERCER COUNTY ARP.
 GX1431'AT THE MERCER COUNTY AIRPORT, ABOUT 0.6 MILE NORTHEAST OF THE
 GX1431'ADMINISTRATION AND AIR TERMINAL BUILDING, AT THE NORTHEAST END
 GX1431'OF THE NORTHEAST-SOUTHWEST RUNWAY, 124 FEET NORTHWEST OF THE
 GX1431'CENTER LINE OF THE RUNWAY, 24 FEET NORTHEAST OF THE EXTENDED
 GX1431'CENTER LINE OF THE TAXI STRIP, 74.1 FEET NORTHWEST OF STA A
 GX1431'DESCRIBED, ABOUT 1 FOOT BELOW THE LEVEL OF THE RUNWAY AND SET
 GX1431'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 GX1431
 GX1431                          STATION RECOVERY (1969)
 GX1431
 GX1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GX1431'RECOVERED IN GOOD CONDITION.
 GX1431
 GX1431                          STATION RECOVERY (1982)
 GX1431
 GX1431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 GX1431'RECOVERED IN GOOD CONDITION.
 GX1431
 GX1431                          STATION RECOVERY (1987)
 GX1431
 GX1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GX1431'LOCATED AT THE MERCED COUNTY AIRPORT AT THE END OF RUNWAY 23 AS
 GX1431'FOLLOWS, 125.0 FT (38.1 M) NORTHWEST OF THE CENTERLINE END OF RUNWAY
 GX1431'23, 107.0 FT (32.6 M) NORTHEAST OF THE CENTERLINE OF AN APPROACH ROAD,
 GX1431'75.4 FT (23.0 M) NORTH-NORTHWEST OF STATION AP 1955 STA A, 68.5 FT
 GX1431'(20.9 M) NORTHWEST OF THE MOST NORTHERLY THRESHOLD LIGHT.  A
 GX1431'TOPOGRAPHIC STATION DISK STAMPED AP 1965 STA A2 IN TOP OF A CONCRETE
 GX1431'MONUMENT ABOUT FLUSH WITH THE GROUND.
 GX1431
 GX1431                          STATION RECOVERY (1996)
 GX1431
 GX1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 GX1431'NOTE--GATE IS LOCKED FROM 10 P.M.  TO 6 A.M.  THE STATION IS LOCATED
 GX1431'ABOUT 6 KM (3.70 MI) NORTHWEST OF THE WEST VIRGINIA AND VIRGINIA
 GX1431'BORDER, 2 KM (1.25 MI) NORTHEAST OF BLUEFIELD AT THE MERCER COUNTY
 GX1431'AIRPORT, IN GRASS ALONG THE RUNWAY AND IN LINE WITH RUNWAY END 23, AND
 GX1431'ON THE SOUTHWEST SIDE OF THE REIL NEAR THE NORTH CORNER OF THE
 GX1431'AIRFIELD.  OWNERSHIP--MERCER COUNTY AIRPORT AUTHORITY, INC., ROUTE 5,
 GX1431'BOX 202, BLUEFIELD, W.V.  24701.  AIRPORT MANAGER IS JOHN GILLEY.
 GX1431'CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.
 GX1431'TO REACH FROM U.S.  HIGHWAY 52 AND STATE HIGHWAY 123 ABOUT 1 KM (0.60
 GX1431'MI) NORTHWEST OF BLUEFIELD, GO NORTHEAST AND EAST ON HIGHWAY 123 FOR
 GX1431'4.35 KM (2.70 MI) TO A PAVED ROAD LEFT LEADING TO THE AIRPORT.  TURN
 GX1431'LEFT, WEST-NORTHWEST, ON THE ROAD FOR 0.32 KM (0.20 MI) TO THE AIRPORT
 GX1431'PARKING LOT.  TURN RIGHT, NORTHEAST, ALONG THE SOUTHEAST SIDE OF THE
 GX1431'PARKING LOT FOR 0.09 KM (0.05 MI) TO A GATE.  CONTINUE NORTHEAST,
 GX1431'PASSING THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO A HANGAR AND THE
 GX1431'APRON.  TURN LEFT, NORTHWEST, ACROSS THE APRON FOR 0.21 KM (0.15 MI)
 GX1431'TO THE PARALLEL TAXI.  TURN RIGHT, NORTHEAST, ALONG THE TAXI FOR 0.88
 GX1431'KM (0.55 MI) TO THE STOP LINE FOR RUNWAY END 23 AND THE STATION AT THE
 GX1431'NORTHWEST CORNER OF THE RUNWAY. THE STATION IS SET IN THE TOP OF A 30
 GX1431'CM ROUND CONCRETE POST SET 5 CM BELOW THE GROUND SURFACE.  IT IS 38.1
 GX1431'M (125.0 FT) NORTHWEST OF THE CENTER OF THE END OF THE RUNWAY, 23.1 M
 GX1431'(75.8 FT) NORTHWEST OF THE NORTH CORNER OF THE RUNWAY, 6.3 M (20.7 FT)
 GX1431'SOUTHWEST OF THE REIL, AND 0.2 M (0.7 FT) SOUTHEAST OF A FIBERGLASS
 GX1431'WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1426 ***********************************************************************
 GX1426  DESIGNATION -  STA B
 GX1426  PID         -  GX1426
 GX1426  STATE/COUNTY-  WV/MERCER
 GX1426  USGS QUAD   -  BLUEFIELD (1979)
 GX1426
 GX1426                         *CURRENT SURVEY CONTROL
 GX1426  ___________________________________________________________________
 GX1426* NAD 83(1986)-  37 17 27.     (N)    081 12 48.     (W)     SCALED    
 GX1426* NAVD 88     -       868.549  (meters)    2849.56   (feet)  ADJUSTED  
 GX1426  ___________________________________________________________________
 GX1426  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX1426  DYNAMIC HT  -         867.761 (meters)    2846.98  (feet)  COMP
 GX1426  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 GX1426
 GX1426  VERT ORDER  -  FIRST     CLASS II
 GX1426
 GX1426.This mark is at Mercer County Airport (BLF)
 GX1426
 GX1426.The horizontal coordinates were scaled from a topographic map and have
 GX1426.an estimated accuracy of +/- 6 seconds.
 GX1426
 GX1426.The orthometric height was determined by differential leveling
 GX1426.and adjusted by the National Geodetic Survey in June 1991..
 GX1426
 GX1426.The geoid height was determined by GEOID03.
 GX1426
 GX1426.The dynamic height is computed by dividing the NAVD 88
 GX1426.geopotential number by the normal gravity value computed on the
 GX1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1426.degrees latitude (g = 980.6199 gals.).
 GX1426
 GX1426.The modeled gravity was interpolated from observed gravity values.
 GX1426
 GX1426;                    North         East    Units  Estimated Accuracy
 GX1426;SPC WV S     -    32,300.      581,080.      MT  (+/- 180 meters Scaled)
 GX1426
 GX1426                          SUPERSEDED SURVEY CONTROL
 GX1426
 GX1426  NGVD 29 (??/??/92)  868.638  (m)         2849.86   (f) ADJ UNCH    1 2
 GX1426
 GX1426.Superseded values are not recommended for survey control.
 GX1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1426.See file dsdata.txt to determine how the superseded data were derived.
 GX1426
 GX1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB810271(NAD 83)
 GX1426_MARKER: DT = TOPOGRAPHIC STATION DISK
 GX1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1426_STAMPING: AP 1955 STA B
 GX1426_MARK LOGO: CGS   
 GX1426_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GX1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1426+STABILITY: SURFACE MOTION
 GX1426
 GX1426  HISTORY     - Date     Condition        Report By
 GX1426  HISTORY     - 1955     MONUMENTED       CGS
 GX1426  HISTORY     - 1965     GOOD             NGS
 GX1426  HISTORY     - 1969     GOOD             NGS
 GX1426  HISTORY     - 1982     GOOD             USGS
 GX1426  HISTORY     - 19870430 GOOD             NGS
 GX1426
 GX1426                          STATION DESCRIPTION
 GX1426
 GX1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1426'AT MERCER COUNTY ARP.
 GX1426'AT MERCER COUNTY AIRPORT, ABOUT 0.3 MILE WEST OF THE ADMINISTRATION
 GX1426'AND AIR TERMINAL BUILDING, AT THE WEST CORNER OF THE
 GX1426'NORTHEAST-SOUTHWEST RUNWAY, ALMOST IN DIRECT LINE WITH THE
 GX1426'NORTHWEST EDGE AND THE SOUTHWEST END OF THE RUNWAY, 50 1/2 FEET
 GX1426'NORTHWEST OF THE CENTER LINE OF THE RUNWAY, ABOUT LEVEL WITH THE
 GX1426'RUNWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT 0.2 FOOT
 GX1426'UNDERGROUND.
 GX1426
 GX1426                          STATION RECOVERY (1969)
 GX1426
 GX1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GX1426'RECOVERED IN GOOD CONDITION.
 GX1426
 GX1426                          STATION RECOVERY (1982)
 GX1426
 GX1426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 GX1426'RECOVERED IN GOOD CONDITION.
 GX1426
 GX1426                          STATION RECOVERY (1987)
 GX1426
 GX1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GX1426'LOCATED AT MERCER COUNTY AIRPORT, AT THE END OF RUNWAY 5 AT THE
 GX1426'NORTHWEST CORNER OF THE RUNWAY.  A TOPOGRAPHIC STATION DISK STAMPED AP
 GX1426'1955 STA B IN THE TOP OF A CONCRETE MONUMENT ABOUT 2 INCHES
 GX1426'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1427 ***********************************************************************
 GX1427  SACS        -  This is a Secondary Airport Control Station.
 GX1427  DESIGNATION -  STA B 2
 GX1427  PID         -  GX1427
 GX1427  STATE/COUNTY-  WV/MERCER
 GX1427  USGS QUAD   -  BLUEFIELD (1979)
 GX1427
 GX1427                         *CURRENT SURVEY CONTROL
 GX1427  ___________________________________________________________________
 GX1427* NAD 83(1995)-  37 17 28.23039(N)    081 12 48.42881(W)     ADJUSTED  
 GX1427* NAVD 88     -       868.469  (meters)    2849.30   (feet)  ADJUSTED  
 GX1427  ___________________________________________________________________
 GX1427  X           -     776,164.479 (meters)                     COMP
 GX1427  Y           -  -5,021,515.623 (meters)                     COMP
 GX1427  Z           -   3,843,658.840 (meters)                     COMP
 GX1427  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GX1427  ELLIP HEIGHT-         837.68  (meters)          (11/29/01) GPS OBS
 GX1427  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX1427  DYNAMIC HT  -         867.681 (meters)    2846.72  (feet)  COMP
 GX1427  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 GX1427
 GX1427  HORZ ORDER  -  FIRST
 GX1427  VERT ORDER  -  FIRST     CLASS II
 GX1427  ELLP ORDER  -  FOURTH    CLASS II
 GX1427
 GX1427.This mark is at Mercer County Airport (BLF)
 GX1427
 GX1427.The horizontal coordinates were established by GPS observations
 GX1427.and adjusted by the National Geodetic Survey in August 1997..
 GX1427
 GX1427.The orthometric height was determined by differential leveling
 GX1427.and adjusted by the National Geodetic Survey in June 1991..
 GX1427
 GX1427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX1427
 GX1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1427
 GX1427.The ellipsoidal height was determined by GPS observations
 GX1427.and is referenced to NAD 83.
 GX1427
 GX1427.The geoid height was determined by GEOID03.
 GX1427
 GX1427.The dynamic height is computed by dividing the NAVD 88
 GX1427.geopotential number by the normal gravity value computed on the
 GX1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1427.degrees latitude (g = 980.6199 gals.).
 GX1427
 GX1427.The modeled gravity was interpolated from observed gravity values.
 GX1427
 GX1427;                    North         East     Units Scale Factor Converg.
 GX1427;SPC WV S     -    32,339.416   581,072.077   MT  1.00004622   -0 07 55.0
 GX1427;UTM  17      - 4,127,195.519   481,080.494   MT  0.99960441   -0 07 45.6
 GX1427
 GX1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1427!SPC WV S     -   0.99986856  x   1.00004622  =   0.99991478
 GX1427!UTM  17      -   0.99986856  x   0.99960441  =   0.99947302
 GX1427
 GX1427                          SUPERSEDED SURVEY CONTROL
 GX1427
 GX1427  ELLIP H (08/21/97)  837.67   (m)                       GP(       ) 4 2
 GX1427  NGVD 29 (??/??/92)  868.559  (m)         2849.60   (f) ADJ UNCH    1 2
 GX1427
 GX1427.Superseded values are not recommended for survey control.
 GX1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1427.See file dsdata.txt to determine how the superseded data were derived.
 GX1427
 GX1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8108027196(NAD 83)
 GX1427_MARKER: DT = TOPOGRAPHIC STATION DISK
 GX1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1427_STAMPING: AP 1965 STA B2
 GX1427_MARK LOGO: CGS   
 GX1427_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1427+STABILITY: SURFACE MOTION
 GX1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX1427+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 GX1427
 GX1427  HISTORY     - Date     Condition        Report By
 GX1427  HISTORY     - 1965     MONUMENTED       CGS
 GX1427  HISTORY     - 1969     GOOD             NGS
 GX1427  HISTORY     - 1982     GOOD             USGS
 GX1427  HISTORY     - 19870430 GOOD             NGS
 GX1427  HISTORY     - 19960620 GOOD             NGS
 GX1427
 GX1427                          STATION DESCRIPTION
 GX1427
 GX1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1427'AT MERCER COUNTY ARP.
 GX1427'AT THE MERCER COUNTY AIRPORT, ABOUT 0.3 MILE WEST OF THE
 GX1427'ADMINISTRATION AND AIR TERMINAL BUILDING, AT THE SOUTHWEST END
 GX1427'OF THE SOUTHWEST-NORTHEAST RUNWAY, 125 1/2 FEET NORTHWEST OF
 GX1427'THE CENTER LINE OF THE RUNWAY, 75.1 FEET NORTHWEST OF STA B
 GX1427'DESCRIBED, 25 FEET EAST OF THE CENTER OF A BLACK TOPPED DITCH,
 GX1427'DIRECTLY IN LINE WITH THE SOUTHWEST END OF THE RUNWAY, ABOUT
 GX1427'LEVEL WITH THE RUNWAY AND SET IN TOP OF A CONCRETE POST PROJECTING
 GX1427'0.1 FOOT.
 GX1427
 GX1427                          STATION RECOVERY (1969)
 GX1427
 GX1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GX1427'RECOVERED IN GOOD CONDITION.
 GX1427
 GX1427                          STATION RECOVERY (1982)
 GX1427
 GX1427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 GX1427'RECOVERED IN GOOD CONDITION.
 GX1427
 GX1427                          STATION RECOVERY (1987)
 GX1427
 GX1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GX1427'LOCATED AT MERCER COUNTY AIRPORT AT THE END OF RUNWAY 5 AS FOLLOWS,
 GX1427'125.0 FT (38.1 M) NORTHWEST OF THE CENTERLINE OF RUNWAY END 5.  119.4
 GX1427'FT (36.4 M) WEST OF THE FIRST RUNWAY LIGHT ON THE NORTH EDGE OF THE
 GX1427'RUNWAY.  108.0 FT (32.9 M) SW OF A WINDSOCK.  41.1 FT (12.5 M) NE OF A
 GX1427'REIL.  A TOPOGRAPHIC DISK STAMPED AP 1965 STA B2 IN TOP OF A CONCRETE
 GX1427'MONUMENT ABOUT FLUSH WITH THE GROUND.
 GX1427
 GX1427                          STATION RECOVERY (1996)
 GX1427
 GX1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 GX1427'NOTE--GATE IS LOCKED FROM 10 P.M.  TO 6 A.M.  THE STATION IS LOCATED
 GX1427'ABOUT 6 KM (3.70 MI) NORTHWEST OF THE WEST VIRGINIA AND VIRGINIA
 GX1427'BORDER, 2 KM (1.25 MI) NORTHEAST OF BLUEFIELD AT THE MERCER COUNTY
 GX1427'AIRPORT, IN GRASS ALONG THE NORTHWEST SIDE OF THE RUNWAY AND IN LINE
 GX1427'WITH RUNWAY END 5, AND NEAR THE WEST CORNER OF THE AIRFIELD.
 GX1427'OWNERSHIP--MERCER COUNTY AIRPORT AUTHORITY, INC., ROUTE 5, BOX 202,
 GX1427'BLUEFIELD, W.V.  24701.  AIRPORT MANAGER IS JOHN GILLEY.  CONTACT HIM
 GX1427'ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH
 GX1427'FROM U.S.  HIGHWAY 52 AND STATE HIGHWAY 123 ABOUT 1 KM (0.60 MI)
 GX1427'NORTHWEST OF BLUEFIELD, GO NORTHEAST AND EAST ON HIGHWAY 123 FOR 4.35
 GX1427'KM (2.70 MI) TO A PAVED ROAD LEFT LEADING TO THE AIRPORT.  TURN LEFT,
 GX1427'WEST-NORTHWEST, ON THE ROAD FOR 0.32 KM (0.20 MI) TO THE AIRPORT
 GX1427'PARKING LOT.  TURN RIGHT, NORTHEAST, ALONG THE SOUTHEAST SIDE OF THE
 GX1427'PARKING LOT FOR 0.09 KM (0.05 MI) TO A GATE.  CONTINUE NORTHEAST,
 GX1427'PASSING THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO A HANGAR AND THE
 GX1427'APRON.  TURN LEFT, NORTHWEST, ACROSS THE APRON FOR 0.21 KM (0.15 MI)
 GX1427'TO THE PARALLEL TAXI.  TURN LEFT, SOUTHWEST, ALONG THE TAXI FOR 0.45
 GX1427'KM (0.25 MI) TO THE STOP LINE FOR RUNWAY END 5 AND THE STATION ON THE
 GX1427'NORTHWEST SIDE OF THE RUNWAY.  THE STATION IS SET IN THE TOP OF A 30
 GX1427'CM ROUND CONCRETE POST SET 5 CM BELOW THE GROUND SURFACE.  IT IS 38.3
 GX1427'M (125.7 FT) NORTHWEST OF THE CENTER OF THE END OF THE RUNWAY, 23.1 M
 GX1427'(75.8 FT) NORTHWEST OF THE WEST CORNER OF THE RUNWAY, 12.6 M (41.3 FT)
 GX1427'NORTH-NORTHWEST OF THE REIL, 7.7 M (25.3 FT) EAST OF THE CENTER OF A
 GX1427'1.6 M (5.2 FT) WIDE CONCRETE DITCH, 5.9 M (19.4 FT) NORTHWEST OF A 0.5
 GX1427'M (1.6 FT) X 0.6 M (2.0 FT) CONCRETE UTILITY PAD, AND 1.3 M (4.3 FT)
 GX1427'SOUTHEAST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1924 ***********************************************************************
 JX1924  DESIGNATION -  STANLEY
 JX1924  PID         -  JX1924
 JX1924  STATE/COUNTY-  WV/HARRISON
 JX1924  USGS QUAD   -  CLARKSBURG (1976)
 JX1924
 JX1924                         *CURRENT SURVEY CONTROL
 JX1924  ___________________________________________________________________
 JX1924* NAD 83(1995)-  39 17 06.56753(N)    080 21 58.02791(W)     ADJUSTED  
 JX1924* NAVD 88     -       433.     (meters)    1421.     (feet)  SCALED    
 JX1924  ___________________________________________________________________
 JX1924  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 JX1924  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JX1924
 JX1924  HORZ ORDER  -  SECOND
 JX1924
 JX1924.The horizontal coordinates were established by classical geodetic methods
 JX1924.and adjusted by the National Geodetic Survey in April 1998..
 JX1924
 JX1924.The orthometric height was scaled from a topographic map.
 JX1924
 JX1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1924
 JX1924.The geoid height was determined by GEOID03.
 JX1924
 JX1924;                    North         East     Units Scale Factor Converg.
 JX1924;SPC WV N     -    87,525.843   525,277.599   MT  0.99995833   -0 33 08.6
 JX1924;UTM  17      - 4,348,613.091   554,668.102   MT  0.99963680   +0 24 04.9
 JX1924
 JX1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1924!SPC WV N     -   0.99993722  x   0.99995833  =   0.99989555
 JX1924!UTM  17      -   0.99993722  x   0.99963680  =   0.99957404
 JX1924
 JX1924:                Primary Azimuth Mark                     Grid Az
 JX1924:SPC WV N     -  CLARKSBURG BLESSED TRINITY CH            102 38 30.1
 JX1924:UTM  17      -  CLARKSBURG BLESSED TRINITY CH            101 41 16.6
 JX1924
 JX1924|---------------------------------------------------------------------|
 JX1924| PID    Reference Object                     Distance      Geod. Az  |
 JX1924|                                                           dddmmss.s |
 JX1924| JX1929 CLARKSBURG BLESSED TRINITY CH       APPROX. 3.7 KM 1020521.5 |
 JX1924| JX1927 CLARKSBURG IMM CON CATH CH TWR      APPROX. 2.9 KM 1022351.6 |
 JX1924| JX1925 CLARKSBURG METH EPIS CH TWR         APPROX. 2.5 KM 1022620.5 |
 JX1924| CX5405 STANLEY AZ MK                                      1072051.4 |
 JX1924| CX5406 STANLEY RM 1                          5.120 METERS 24536     |
 JX1924| CX5407 STANLEY RM 2                          5.930 METERS 33713     |
 JX1924|---------------------------------------------------------------------|
 JX1924
 JX1924                          SUPERSEDED SURVEY CONTROL
 JX1924
 JX1924  NAD 83(1986)-  39 17 06.57096(N)    080 21 58.03734(W) AD(       ) 2
 JX1924  NAD 27      -  39 17 06.24630(N)    080 21 58.71150(W) AD(       ) 2
 JX1924
 JX1924.Superseded values are not recommended for survey control.
 JX1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1924.See file dsdata.txt to determine how the superseded data were derived.
 JX1924
 JX1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5466848613(NAD 83)
 JX1924_MARKER: DS = TRIANGULATION STATION DISK
 JX1924_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JX1924
 JX1924  HISTORY     - Date     Condition        Report By
 JX1924  HISTORY     - 1941     MONUMENTED       CGS
 JX1924
 JX1924                          STATION DESCRIPTION
 JX1924
 JX1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1924'THE STATION IS LOCATED ON A PROMINENT RIDGE AT THE WEST EDGE OF THE
 JX1924'CITY OF CLARKSBURG.  IT
 JX1924'IS ABOUT IN THE CENTER OF THE RIDGE WHICH LIES NORTH AND SOUTH.  A
 JX1924'GAS PIPE LINE AND CLEARING RUNS THE
 JX1924'LENGTH OF THE RIDGE AND THERE IS HIGHER TIMBER COVERED GROUND
 JX1924'AT THE NORTH END OF THE RIDGE.  IT IS 53 FEET
 JX1924'EAST OF THE CENTER OF THE PIPE LINE CLEARING.
 JX1924'IT IS STAMPED STANLEY 1941 AND PROJECTS 6 INCHES.  THE LAND IS
 JX1924'OWNED BY CHARLEY STAILEY WHO LIVES ON
 JX1924'THE CORNER OF MILFORD AND WAVERLY WAY IN THE VILLAGE OF STANLEY.
 JX1924'
 JX1924'REFERENCE MARK NO. 1 IS WEST OF THE STATION AND IS STAMPED, STANLEY
 JX1924'NO 1 1941 AND PROJECTS 6 INCHES.
 JX1924'
 JX1924'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND IS STAMPED,
 JX1924'STANLEY NO 2 1941 AND PROJECTS 6 INCHES.
 JX1924'
 JX1924'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION ABOUT 1 MILE.  IT IS A
 JX1924'STANDARD COAST AND GEODETIC SURVEY
 JX1924'AZIMUTH MARK DISK SET FLUSH IN THE TOP AND CENTER OF THE NORTHWEST
 JX1924'CONCRETE RAIL OF THE U.S. HIGHWAY 19
 JX1924'BRIDGE SPANNING THE WEST FORK RIVER IN CLARKSBURG.
 JX1924'
 JX1924'TO REACH THE MARK FROM THE POST OFFICE GO NORTHERLY ON U.S. HIGHWAY
 JX1924'19 AND 50 FOR 0.8 MILE TO THERE
 JX1924'JUNCTION WHERE U.S. 19 TURNS LEFT, TURN LEFT AND GO .05 MILE TO THE
 JX1924'CENTER OF THE BRIDGE AND THE MARK.
 JX1924'
 JX1924'TO REACH THE STATION FROM THE CLARKSBURG POST OFFICE, GO NORTHERLY ON
 JX1924'U.S. HIGHWAY 5) FOR 1.6 MILES TO
 JX1924'THE VICTORY HIGH SCHOOL ON THE RIGHT AND A SIDE STREET LEFT, TURN
 JX1924'LEFT AND GO 1 BLOCK, TURN RIGHT AND GO 1
 JX1924'BLOCK, THENCE LEFT UP HILL 1 BLOCK TO A SIDE STREET LEFT,
 JX1924'TURN LEFT AND GO 0.35 MILE TO A DIRT ROAD RIGHT UP
 JX1924'HILL, TURN RIGHT AND GO 0.1 MILE TO AN
 JX1924'OLD STONE QUARRY AND END OF TRUCK TRAVEL.  FROM HERE PROCEED ON FOOT,
 JX1924'FOLLOWING A PATH ALONG THE RIDGE TO THE
 JX1924'SOUTHWEST FOR ABOUT 0.5 MILE TO THE APPROXIMATE CENTER OF THE RIDGE
 JX1924'AND THE STATION.
 JX1924'
 JX1924'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3042 ***********************************************************************
 HX3042  DESIGNATION -  STATE
 HX3042  PID         -  HX3042
 HX3042  STATE/COUNTY-  WV/KANAWHA
 HX3042  USGS QUAD   -  CHARLESTON EAST (1976)
 HX3042
 HX3042                         *CURRENT SURVEY CONTROL
 HX3042  ___________________________________________________________________
 HX3042* NAD 83(1995)-  38 20 21.68434(N)    081 36 10.13734(W)     ADJUSTED  
 HX3042* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 HX3042  ___________________________________________________________________
 HX3042  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 HX3042  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HX3042
 HX3042  HORZ ORDER  -  FIRST
 HX3042
 HX3042.The horizontal coordinates were established by classical geodetic methods
 HX3042.and adjusted by the National Geodetic Survey in April 1998..
 HX3042
 HX3042.The orthometric height was scaled from a topographic map.
 HX3042
 HX3042.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3042
 HX3042.The geoid height was determined by GEOID03.
 HX3042
 HX3042;                    North         East     Units Scale Factor Converg.
 HX3042;SPC WV S     -   148,825.176   547,302.209   MT  0.99992932   -0 22 21.6
 HX3042;UTM  17      - 4,243,640.361   447,318.967   MT  0.99963418   -0 22 26.2
 HX3042
 HX3042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3042!SPC WV S     -   0.99995233  x   0.99992932  =   0.99988165
 HX3042!UTM  17      -   0.99995233  x   0.99963418  =   0.99958652
 HX3042
 HX3042|---------------------------------------------------------------------|
 HX3042| PID    Reference Object                     Distance      Geod. Az  |
 HX3042|                                                           dddmmss.s |
 HX3042| DC4374 STATE RM 1                           20.344 METERS 09430     |
 HX3042| HX3063 LOUDEN                              APPROX. 2.8 KM 2430403.2 |
 HX3042| DC4375 STATE RM 2                           21.780 METERS 30718     |
 HX3042|---------------------------------------------------------------------|
 HX3042
 HX3042                          SUPERSEDED SURVEY CONTROL
 HX3042
 HX3042  NAD 83(1995)-  38 20 21.69190(N)    081 36 10.14265(W) AD(       ) 1
 HX3042  NAD 83(1986)-  38 20 21.69246(N)    081 36 10.14360(W) AD(       ) 1
 HX3042  NAD 27      -  38 20 21.34000(N)    081 36 10.70100(W) AD(       ) 1
 HX3042
 HX3042.Superseded values are not recommended for survey control.
 HX3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3042.See file dsdata.txt to determine how the superseded data were derived.
 HX3042
 HX3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4731943640(NAD 83)
 HX3042_MARKER: DS = TRIANGULATION STATION DISK
 HX3042_SETTING: 0 = UNSPECIFIED SETTING
 HX3042
 HX3042  HISTORY     - Date     Condition        Report By
 HX3042  HISTORY     - 1944     MONUMENTED       CGS
 HX3042  HISTORY     - 1974     GOOD             LOCSUR
 HX3042  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 HX3042
 HX3042                          STATION DESCRIPTION
 HX3042
 HX3042'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3042'STATION IS LOCATED
 HX3042'ABOUT 2 MILES SE
 HX3042'OF THE CENTER OF THE CITY OF CHARLESTON, ON A
 HX3042'HIGH WOODED HILL N OF THE KANAWHA
 HX3042'RIVER AND OVERLOOKING
 HX3042'THE STATE CAPITOL.  IT IS 30 FEET NE OF A 30-INCH
 HX3042'OAK TREE
 HX3042'WITH A TRIANGULAR BLAZE ON THE W SIDE.  THE DISK IS STAMPED
 HX3042'STATE 1944.
 HX3042'
 HX3042'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 HX3042'SET IN CONCRETE.
 HX3042'
 HX3042'REFERENCE MARK 1 IS STAMPED STATE NO 1 1944.
 HX3042'
 HX3042'REFERENCE MARK 2 IS STAMPED STATE NO 2 1944.  IT IS ON THE
 HX3042'W SLOPE OF THE HILL.
 HX3042'
 HX3042'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 HX3042'TO REACH THE
 HX3042'STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 HX3042'119 AND GREENBRIER AVENUE IN
 HX3042'CHARLESTON, GO N ON GREENBRIER AVENUE
 HX3042'FOR 0.2 MILE, MAKE SHORT JOG TO THE LEFT, THEN
 HX3042'RIGHT AND GO
 HX3042'0.2 MILE TO A SURFACED ROAD RIGHT.  TURN RIGHT AND GO 1 MILE TO
 HX3042'AN OLD ROAD
 HX3042'LEFT AT A BLAZED OAK TREE, TURN LEFT ON OLD ROAD AND
 HX3042'GO 0.15 MILE TO HIGHEST POINT
 HX3042'AND THE STATION.
 HX3042'
 HX3042'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HX3042
 HX3042                          STATION RECOVERY (1974)
 HX3042
 HX3042'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (FHS)
 HX3042'STATE 1944 RECOVERED GOOD.
 HX3042'
 HX3042'STATE NO. 1 1944 RECOVERED GOOD.
 HX3042'
 HX3042'STATE NO. 2 1944 RECOVERED GOOD.
 HX3042'
 HX3042'NEW ELECTRIC LINE 40 FT. NORTH OF STATE AND RM NO. 1.  RM NO. 2 IS 3
 HX3042'FT. WEST OF NEW GUY WIRE AND 12 FT. WEST OF ELECTRIC PDE 119/7.
 HX3042'
 HX3042'DECLINATION AT STATE WAS.
 HX3042'
 HX3042'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SE CONTER OF
 HX3042'CHARLESTON.
 HX3042
 HX3042                          STATION RECOVERY (1980)
 HX3042
 HX3042'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HX3042'STATION DESTROYED DUE TO CONSTRUCTION AT BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2848 ***********************************************************************
 HX2848  DESIGNATION -  STATE PRISON LABOR RADIO MAST
 HX2848  PID         -  HX2848
 HX2848  STATE/COUNTY-  WV/UPSHUR
 HX2848  USGS QUAD   -  BUCKHANNON (1989)
 HX2848
 HX2848                         *CURRENT SURVEY CONTROL
 HX2848  ___________________________________________________________________
 HX2848* NAD 83(1995)-  38 56 03.47222(N)    080 11 18.83478(W)     ADJUSTED  
 HX2848* NAVD 88     -                                                        
 HX2848  ___________________________________________________________________
 HX2848  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 HX2848  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HX2848
 HX2848  HORZ ORDER  -  THIRD
 HX2848
 HX2848.The horizontal coordinates were established by classical geodetic methods
 HX2848.and adjusted by the National Geodetic Survey in April 1998..
 HX2848
 HX2848
 HX2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2848
 HX2848.The geoid height was determined by GEOID03.
 HX2848
 HX2848;                    North         East     Units Scale Factor Converg.
 HX2848;SPC WV S     -   215,002.785   670,356.532   MT  1.00001126   +0 30 05.9
 HX2848;SPC WV N     -    48,443.515   540,296.751   MT  1.00001307   -0 26 20.9
 HX2848;UTM  17      - 4,309,798.558   570,328.996   MT  0.99966090   +0 30 35.8
 HX2848
 HX2848                          SUPERSEDED SURVEY CONTROL
 HX2848
 HX2848  NAD 83(1986)-  38 56 03.47805(N)    080 11 18.84683(W) AD(       ) 4
 HX2848  NAD 27      -  38 56 03.11800(N)    080 11 19.55600(W) AD(       ) 3
 HX2848
 HX2848.Superseded values are not recommended for survey control.
 HX2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2848.See file dsdata.txt to determine how the superseded data were derived.
 HX2848
 HX2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7032909799(NAD 83)
 HX2848_MARKER: 42 = RADIO/TV MAST
 HX2848
 HX2848  HISTORY     - Date     Condition        Report By
 HX2848  HISTORY     - 1956     FIRST OBSERVED   CGS
 HX2848
 HX2848                          STATION DESCRIPTION
 HX2848
 HX2848'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0952 ***********************************************************************
 JW0952  DESIGNATION -  STATION C
 JW0952  PID         -  JW0952
 JW0952  STATE/COUNTY-  WV/MONONGALIA
 JW0952  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0952
 JW0952                         *CURRENT SURVEY CONTROL
 JW0952  ___________________________________________________________________
 JW0952* NAD 83(1986)-  39 39 06.     (N)    079 59 38.     (W)     SCALED    
 JW0952* NAVD 88     -       247.290  (meters)     811.32   (feet)  ADJUSTED  
 JW0952  ___________________________________________________________________
 JW0952  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JW0952  DYNAMIC HT  -         247.144 (meters)     810.84  (feet)  COMP
 JW0952  MODELED GRAV-     980,030.8   (mgal)                       NAVD 88
 JW0952
 JW0952  VERT ORDER  -  SECOND    CLASS 0
 JW0952
 JW0952.The horizontal coordinates were scaled from a topographic map and have
 JW0952.an estimated accuracy of +/- 6 seconds.
 JW0952
 JW0952.The orthometric height was determined by differential leveling
 JW0952.and adjusted by the National Geodetic Survey in June 1991..
 JW0952
 JW0952.The geoid height was determined by GEOID03.
 JW0952
 JW0952.The dynamic height is computed by dividing the NAVD 88
 JW0952.geopotential number by the normal gravity value computed on the
 JW0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0952.degrees latitude (g = 980.6199 gals.).
 JW0952
 JW0952.The modeled gravity was interpolated from observed gravity values.
 JW0952
 JW0952;                    North         East    Units  Estimated Accuracy
 JW0952;SPC WV N     -   127,970.      557,610.      MT  (+/- 180 meters Scaled)
 JW0952
 JW0952                          SUPERSEDED SURVEY CONTROL
 JW0952
 JW0952  NGVD 29 (??/??/92)  247.409  (m)          811.71   (f) ADJ UNCH    2 0
 JW0952
 JW0952.Superseded values are not recommended for survey control.
 JW0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0952.See file dsdata.txt to determine how the superseded data were derived.
 JW0952
 JW0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND863895(NAD 83)
 JW0952_MARKER: DD = SURVEY DISK
 JW0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0952_STAMPING: STATION C
 JW0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0952+STABILITY: SURFACE MOTION
 JW0952
 JW0952  HISTORY     - Date     Condition        Report By
 JW0952  HISTORY     - UNK      MONUMENTED       WVGS
 JW0952  HISTORY     - 1956     MARK NOT FOUND   NGS
 JW0952
 JW0952                          STATION DESCRIPTION
 JW0952
 JW0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JW0952'1.9 MI SE FROM MAIDSVILLE.
 JW0952'1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 19 FROM MONONGAHELA RIVER
 JW0952'AT MAIDSVILLE, MONONGALIA COUNTY, AT GRANVILLE, OPPOSITE THE
 JW0952'AMERICAN OIL CO. WHOLESALE PLANT, AND ON THE EAST SIDE OF THE
 JW0952'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED STATION C AND
 JW0952'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0954 ***********************************************************************
 JW0954  DESIGNATION -  STATION E
 JW0954  PID         -  JW0954
 JW0954  STATE/COUNTY-  WV/MONONGALIA
 JW0954  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0954
 JW0954                         *CURRENT SURVEY CONTROL
 JW0954  ___________________________________________________________________
 JW0954* NAD 83(1986)-  39 37 52.     (N)    079 57 41.     (W)     SCALED    
 JW0954* NAVD 88     -       258.735  (meters)     848.87   (feet)  ADJUSTED  
 JW0954  ___________________________________________________________________
 JW0954  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JW0954  DYNAMIC HT  -         258.581 (meters)     848.36  (feet)  COMP
 JW0954  MODELED GRAV-     980,025.4   (mgal)                       NAVD 88
 JW0954
 JW0954  VERT ORDER  -  FIRST     CLASS II
 JW0954
 JW0954.The horizontal coordinates were scaled from a topographic map and have
 JW0954.an estimated accuracy of +/- 6 seconds.
 JW0954
 JW0954.The orthometric height was determined by differential leveling
 JW0954.and adjusted by the National Geodetic Survey in June 1991..
 JW0954
 JW0954.The geoid height was determined by GEOID03.
 JW0954
 JW0954.The dynamic height is computed by dividing the NAVD 88
 JW0954.geopotential number by the normal gravity value computed on the
 JW0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0954.degrees latitude (g = 980.6199 gals.).
 JW0954
 JW0954.The modeled gravity was interpolated from observed gravity values.
 JW0954
 JW0954;                    North         East    Units  Estimated Accuracy
 JW0954;SPC WV N     -   125,680.      560,390.      MT  (+/- 180 meters Scaled)
 JW0954
 JW0954                          SUPERSEDED SURVEY CONTROL
 JW0954
 JW0954  NGVD 29 (??/??/92)  258.849  (m)          849.24   (f) ADJ UNCH    1 2
 JW0954
 JW0954.Superseded values are not recommended for survey control.
 JW0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0954.See file dsdata.txt to determine how the superseded data were derived.
 JW0954
 JW0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND891873(NAD 83)
 JW0954_MARKER: DB = BENCH MARK DISK
 JW0954_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW0954_SP_SET: FORMER HIGHWAY BRIDGE ABUTMENT
 JW0954_STAMPING: STATION E
 JW0954_MARK LOGO: WVGS  
 JW0954_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0954
 JW0954  HISTORY     - Date     Condition        Report By
 JW0954  HISTORY     - UNK      MONUMENTED       WVGS
 JW0954  HISTORY     - 1935     GOOD             NGS
 JW0954  HISTORY     - 1983     GOOD             NGS
 JW0954  HISTORY     - 19891005 GOOD             HARTMN
 JW0954
 JW0954                          STATION DESCRIPTION
 JW0954
 JW0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0954'0.3 MI N FROM MORGANTOWN.
 JW0954'0.3 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE BALTIMORE AND OHIO
 JW0954'RAILROAD STATION AT MORGANTOWN, MONONGALIA COUNTY, AT A BRIDGE
 JW0954'OVER MONONGAHELA RIVER, AND IN THE TOP OF THE DOWNSTREAM SIDE
 JW0954'OF THE NORTH ABUTMENT.  A STATE SURVEY STANDARD DISK, STAMPED
 JW0954'STATION E.
 JW0954
 JW0954                          STATION RECOVERY (1983)
 JW0954
 JW0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0954'RECOVERED IN GOOD CONDITION, THE BRIDGE HAS BEEN REMOVED AND ONLY THE
 JW0954'ABUTMENT REMAINS, A NEW BRIDGE HAS BEEN BUILT ABOUT 100 FT NORTH.
 JW0954
 JW0954                          STATION RECOVERY (1989)
 JW0954
 JW0954'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW0954'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 101.1, AT WESTOVER.
 JW0954'IN THE TOP OF THE NORTHERLY END OF THE WESTERLY ABUTMENT OF THE OLD
 JW0954'ROUTE 19 BRIDGE OVER THE MONONGAHELA RIVER.  A WEST VIRGINIA STATE
 JW0954'GEODETIC SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1363 ***********************************************************************
 JW1363  DESIGNATION -  STENTZ
 JW1363  PID         -  JW1363
 JW1363  STATE/COUNTY-  WV/MONONGALIA
 JW1363  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1363
 JW1363                         *CURRENT SURVEY CONTROL
 JW1363  ___________________________________________________________________
 JW1363* NAD 83(1995)-  39 41 28.38157(N)    079 55 18.96401(W)     ADJUSTED  
 JW1363* NAVD 88     -       449.4    (meters)    1474.     (feet)  VERTCON   
 JW1363  ___________________________________________________________________
 JW1363  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 JW1363  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JW1363
 JW1363  HORZ ORDER  -  FIRST
 JW1363
 JW1363.The horizontal coordinates were established by classical geodetic methods
 JW1363.and adjusted by the National Geodetic Survey in April 1998..
 JW1363
 JW1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1363
 JW1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1363
 JW1363.The geoid height was determined by GEOID03.
 JW1363
 JW1363;                    North         East     Units Scale Factor Converg.
 JW1363;SPC WV N     -   132,330.856   563,809.877   MT  0.99994139   -0 16 08.8
 JW1363;SPC PA S     -    42,028.843   413,707.518   MT  1.00004668   -1 24 32.9
 JW1363;SPC PA S     -   137,889.63  1,357,305.42   sFT  1.00004668   -1 24 32.9
 JW1363;UTM  17      - 4,394,041.686   592,437.528   MT  0.99970520   +0 41 18.8
 JW1363
 JW1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1363!SPC WV N     -   0.99993462  x   0.99994139  =   0.99987602
 JW1363!SPC PA S     -   0.99993462  x   1.00004668  =   0.99998130
 JW1363!UTM  17      -   0.99993462  x   0.99970520  =   0.99963984
 JW1363
 JW1363:                Primary Azimuth Mark                     Grid Az
 JW1363:SPC WV N     -  STENTZ AZ MK                             062 16 01.5
 JW1363:SPC PA S     -  STENTZ AZ MK                             063 24 25.6
 JW1363:UTM  17      -  STENTZ AZ MK                             061 18 33.9
 JW1363
 JW1363|---------------------------------------------------------------------|
 JW1363| PID    Reference Object                     Distance      Geod. Az  |
 JW1363|                                                           dddmmss.s |
 JW1363| CX5413 STENTZ AZ MK                                       0615952.7 |
 JW1363| JW1358 APT BCN MORGANTOWN APT              APPROX. 5.2 KM 1792031.9 |
 JW1363| CX5414 STENTZ RM 1                           7.718 METERS 20811     |
 JW1363| JW1359 MORGANTOWN WVU TANK                 APPROX. 6.4 KM 2171153.4 |
 JW1363| JW1364 ST CLAIR USGS 1975                    7.170 METERS 30751     |
 JW1363|---------------------------------------------------------------------|
 JW1363
 JW1363                          SUPERSEDED SURVEY CONTROL
 JW1363
 JW1363  NAD 83(1986)-  39 41 28.38738(N)    079 55 18.96950(W) AD(       ) 1
 JW1363  NAD 27      -  39 41 28.09550(N)    079 55 19.75379(W) AD(       ) 1
 JW1363  NGVD 29 (02/08/94)  449.5    (m)         1475.     (f) GPS OBS        
 JW1363
 JW1363.Superseded values are not recommended for survey control.
 JW1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1363.See file dsdata.txt to determine how the superseded data were derived.
 JW1363
 JW1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9243894042(NAD 83)
 JW1363_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JW1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1363_SP_SET: CONCRETE POST
 JW1363_STAMPING: STENTZ 1975
 JW1363_MARK LOGO: NGS   
 JW1363_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1363+STABILITY: SURFACE MOTION
 JW1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1363+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 JW1363
 JW1363  HISTORY     - Date     Condition        Report By
 JW1363  HISTORY     - 1975     MONUMENTED       NGS
 JW1363  HISTORY     - 1975     GOOD             NGS
 JW1363  HISTORY     - 19880708 GOOD
 JW1363  HISTORY     - 19890125 GOOD             HARTMN
 JW1363
 JW1363                          STATION DESCRIPTION
 JW1363
 JW1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1363'THE STATION IS LOCATED ABOUT 18 MILES SOUTHWEST OF UNIONTOWN,
 JW1363'PENNSYLVANIA, 5 MILES NORTH OF MORGANTOWN, 3/4 MILE EAST OF THE
 JW1363'MONONGAHELA RIVER AND ON PROPERTY OWNED BY E.C. STENTZ OF
 JW1363'MORGANTOWN WHOSE PHONE NUMBER IS 292 9509.
 JW1363'
 JW1363'TO REACH THE STATION FROM THE JUNCTION OF CHESTNUT RIDGE ROAD
 JW1363'AND U.S. HIGHWAY 119 IN THE SMALL VILLAGE OF MT UNION WHICH IS
 JW1363'ABOUT 3 MILES NORTH OF MORGANTOWN, GO NORTHERLY ON U.S. HIGHWAY
 JW1363'119 FOR 1.4 MILES TO A PAVED ROAD LEFT.  CONTINUE NORTHERLY ON
 JW1363'HIGHWAY 119 FOR 0.25 MILE TO A SIDE ROAD LEFT.  TO REACH THE
 JW1363'AZIMUTH MARK FROM THIS POINT CONTINUE NORTHERLY ON HIGHWAY 119
 JW1363'FOR 0.35 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 JW1363'NORTHWESTERLY ON A GRAVELED ROAD PASSING AROUND A HOUSE FOR
 JW1363'0.1 MILE TO A WOODEN GATE.  PASS THROUGH THE GATE AND GO SOUTHWEST
 JW1363'UP HILL ACROSS PASTURE LAND FOR 0.15 MILE TO TWO LARGE
 JW1363'TANKS AND AND THE MARK.  TURN LEFT AND GO NORTHWESTERLY ON A
 JW1363'ROUGH GRAVELED ROAD, DOWNHILL PASSING BY SEVERAL HOUSES
 JW1363'FOR 0.2 MILE TO A GATE.  PASS THROUGH GATE AND GO WESTERLY ON
 JW1363'A TRACK ROAD FOR 0.1 MILE TO A DRAW.  BEAR RIGHT UP DRAW FOR
 JW1363'ABOUT 150 FEET TO A PASTURE TRACK ROAD ON THE LEFT.  BEAR
 JW1363'LEFT AND FOLLOW TRACK ROAD AROUND HILL FOR 0.2 MILE TO A
 JW1363'GATE.  PASS THROUGH THE GATE AND BEAR RIGHT STAYING TO THE
 JW1363'LEFT OF A POWER TRANSMISSION TOWER AND GO UP HILL
 JW1363'ACROSS PASTURE FOR 0.2 MILE TO THE TOP OF THE HILL AND THE
 JW1363'STATION.
 JW1363'
 JW1363'STATION MARKS ARE STANDARD DISKS STAMPED---STENTZ 1975---.  THE
 JW1363'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JW1363'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 9 FEET
 JW1363'NORTHEAST OF A METEL WITNESS POST.  THE UNDERGROUND DISK IS SET
 JW1363'IN AN IRREGULAR MASS OF CONCRETE THAT IS 36 INCHES BELOW THE
 JW1363'SURFACE.
 JW1363'
 JW1363'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---STENTZ NO 1 1975---,
 JW1363'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JW1363'IS FLUSH WITH THE GROUND.  IT IS 21 FEET SOUTH OF THE WITNESS
 JW1363'POST AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 JW1363'
 JW1363'ST CLAIR USGS 1975 IS A BRONZE DISK OF THE U.S. GEOLOGICAL
 JW1363'SURVEY THAT IS UNSTAMPED.  IT IS SET IN THE TOP OF A 8-INCH
 JW1363'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 JW1363'19 FEET NORTHWEST OF THE WITNESS POST AND ABOUT 1 FOOT HIGHER
 JW1363'THAN THE STATION.
 JW1363'
 JW1363'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED---STENTZ
 JW1363'AZ 1975---, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 JW1363'IS 167 FEET WEST OF THE LARGEST ONE OF TWO TANKS AND ON THE
 JW1363'SOUTH EDGE OF THE HILL.
 JW1363'
 JW1363'ST CLAIR USGS 1975 WILL SERVE AS REFERENCE MARK 2.
 JW1363'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.6 METERS.
 JW1363
 JW1363                          STATION RECOVERY (1975)
 JW1363
 JW1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JW1363'RECOVERED IN GOOD CONDITION.
 JW1363
 JW1363                          STATION RECOVERY (1988)
 JW1363
 JW1363'RECOVERED 1988
 JW1363'RECOVERED IN GOOD CONDITION.
 JW1363
 JW1363                          STATION RECOVERY (1989)
 JW1363
 JW1363'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1363'STATION STENTZ AND STATION ST. CLAIR USGS RECOVERED AS PREVIOUSLY
 JW1363'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2154 ***********************************************************************
 JX2154  DESIGNATION -  STIABS
 JX2154  PID         -  JX2154
 JX2154  STATE/COUNTY-  WV/WOOD
 JX2154  USGS QUAD   -  VALLEY MILLS (1994)
 JX2154
 JX2154                         *CURRENT SURVEY CONTROL
 JX2154  ___________________________________________________________________
 JX2154* NAD 83(1995)-  39 21 12.65921(N)    081 29 33.68472(W)     ADJUSTED  
 JX2154* NAVD 88     -       322.3    (meters)    1057.     (feet)  GPS OBS   
 JX2154  ___________________________________________________________________
 JX2154  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 JX2154  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JX2154
 JX2154  HORZ ORDER  -  FIRST
 JX2154
 JX2154.The horizontal coordinates were established by classical geodetic methods
 JX2154.and adjusted by the National Geodetic Survey in April 1998..
 JX2154
 JX2154.The orthometric height was determined by GPS observations and a
 JX2154.high-resolution geoid model.
 JX2154
 JX2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2154
 JX2154.The geoid height was determined by GEOID03.
 JX2154
 JX2154;                    North         East     Units Scale Factor Converg.
 JX2154;SPC WV N     -    96,659.317   428,265.015   MT  0.99995199   -1 16 15.2
 JX2154;SPC OH S     -   150,742.387   686,816.392   MT  0.99993605   +0 38 21.0
 JX2154;UTM  17      - 4,356,123.611   457,550.098   MT  0.99962219   -0 18 44.7
 JX2154
 JX2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2154!SPC WV N     -   0.99995481  x   0.99995199  =   0.99990681
 JX2154!SPC OH S     -   0.99995481  x   0.99993605  =   0.99989087
 JX2154!UTM  17      -   0.99995481  x   0.99962219  =   0.99957702
 JX2154
 JX2154:                Primary Azimuth Mark                     Grid Az
 JX2154:SPC WV N     -  MARIETTA HARMER HILL TANK                016 30 48.4
 JX2154:SPC OH S     -  MARIETTA HARMER HILL TANK                014 36 12.2
 JX2154:UTM  17      -  MARIETTA HARMER HILL TANK                015 33 17.9
 JX2154
 JX2154|---------------------------------------------------------------------|
 JX2154| PID    Reference Object                     Distance      Geod. Az  |
 JX2154|                                                           dddmmss.s |
 JX2154| JX2155 MARIETTA HARMER HILL TANK           APPROX. 7.4 KM 0151433.2 |
 JX2154| CD2180 STIABS AZ MK                                       1102555.1 |
 JX2154| CD2181 STIABS RM 1                          14.039 METERS 20151     |
 JX2154| JX2168 LIBBY OWENS FORD GLASS CO STK       APPROX. 6.0 KM 2395316.9 |
 JX2154| CD2182 STIABS RM 2                          15.138 METERS 30245     |
 JX2154| JX2157 CHURCHTOWN CATH CHURCH SPIRE        APPROX.13.3 KM 3401944.6 |
 JX2154|---------------------------------------------------------------------|
 JX2154
 JX2154                          SUPERSEDED SURVEY CONTROL
 JX2154
 JX2154  NAD 83(1986)-  39 21 12.66268(N)    081 29 33.69146(W) AD(       ) 1
 JX2154  NAD 27      -  39 21 12.39500(N)    081 29 34.24900(W) AD(       ) 1
 JX2154
 JX2154.Superseded values are not recommended for survey control.
 JX2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2154.See file dsdata.txt to determine how the superseded data were derived.
 JX2154
 JX2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5755056124(NAD 83)
 JX2154_MARKER: DD = SURVEY DISK
 JX2154_SETTING: 66 = SET IN ROCK OUTCROP
 JX2154_SP_SET: ROCK OUTCROP
 JX2154_STAMPING: STIABS 1944
 JX2154_MARK LOGO: CGS   
 JX2154_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX2154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX2154+STABILITY: POSITION/ELEVATION WELL
 JX2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2154+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1992
 JX2154
 JX2154  HISTORY     - Date     Condition        Report By
 JX2154  HISTORY     - 1944     MONUMENTED       CGS
 JX2154  HISTORY     - 1944     GOOD             CGS
 JX2154  HISTORY     - 1948     GOOD             CGS
 JX2154  HISTORY     - 1962     GOOD             CGS
 JX2154  HISTORY     - 19921005 GOOD             GEOMET
 JX2154
 JX2154                          STATION DESCRIPTION
 JX2154
 JX2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2154'STATION IS LOCATED
 JX2154'ABOUT 4.25 MILES
 JX2154'BY ROAD S OF WILLIAMSTOWN, ON LAND OWNED BY
 JX2154'MR. ED. STIABS.  THE MARK IS SET ON
 JX2154'A BARE KNOLL WITH WOODS TO
 JX2154'THE N.  IT IS ABOUT 0.5 MILE NW OF THE STIABS FARM
 JX2154'HOME, ON THE
 JX2154'HIGHEST POINT OF THE KNOLL AND ABOUT 50 FEET S OF THE EDGE OF
 JX2154'THE WOODS.  THE
 JX2154'DISK IS STAMPED STIABS 1944 AND IS FLUSH WITH
 JX2154'THE GROUND.
 JX2154'
 JX2154'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 JX2154'IN CONCRETE.
 JX2154'REFERENCE MARK 1 IS A BRONZE DISK SET IN A SMALL
 JX2154'STRIP OF ROCK OUTCROP.
 JX2154'REFERENCE MARK 2 IS A BRONZE DISK SET IN
 JX2154'A DRILL HOLE IN OUTCROPPING BEDROCK.
 JX2154'
 JX2154'REFERENCE MARK 1 IS STAMPED STIABS NO 1 1944.
 JX2154'
 JX2154'REFERENCE MARK 2 IS STAMPED STIABS NO 2 1944.
 JX2154'
 JX2154'AZIMUTH MARK IS 38.8 FEET N OF THE NW CORNER OF A BARN, 44
 JX2154'FEET W OF A
 JX2154'DRIVEWAY, AND 2 FEET S OF A WOODEN WITNESS POST.
 JX2154'IT IS STAMPED STIABS 1944.
 JX2154'
 JX2154'TO REACH THE STATION FROM THE TOLL HOUSE AT THE S END OF
 JX2154'THE
 JX2154'WILLIAMSTOWN-MARIETTA BRIDGE OVER THE OHIO RIVER, GO S ON
 JX2154'U.S. HIGHWAY 21 FOR
 JX2154'4.25 MILES TO A GRAVELED T-ROAD LEFT.  TURN
 JX2154'LEFT AND GO 1.45 MILES TO THE STIABS
 JX2154'BARN AND AZIMUTH MARK ON
 JX2154'THE RIGHT.  TURN RIGHT TO THE BARN, THEN SHARP RIGHT
 JX2154'AND FOLLOW A
 JX2154'FARM ROAD ACROSS THE PASTURE FOR 0.45 MILE TO THE FOOT OF THE
 JX2154'KNOLL.  TURN RIGHT
 JX2154'AND PROCEED 0.05 MILE TO THE TOP OF THE RIDGE
 JX2154'AND STATION.
 JX2154'
 JX2154'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JX2154
 JX2154                          STATION RECOVERY (1944)
 JX2154
 JX2154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 JX2154'RECOVERED IN GOOD CONDITION.
 JX2154
 JX2154                          STATION RECOVERY (1948)
 JX2154
 JX2154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RGH)
 JX2154'DESCRIPTION ADEQUATE AS DESCRIBED IN ORIGINAL DESCRIPTION.
 JX2154
 JX2154                          STATION RECOVERY (1962)
 JX2154
 JX2154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FBM)
 JX2154'THIS STATION WAS RECOVERED AS DESCRIBED ON U.S. COAST AND GEODETIC
 JX2154'SURVEY DESCRIPTIONS OF TRIANGULATION STATIONS, QUAD. 390812, STATION
 JX2154'1016.
 JX2154
 JX2154                          STATION RECOVERY (1992)
 JX2154
 JX2154'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1992
 JX2154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2875 ***********************************************************************
 HX2875  DESIGNATION -  STONY
 HX2875  PID         -  HX2875
 HX2875  STATE/COUNTY-  WV/POCAHONTAS
 HX2875  USGS QUAD   -  WOODROW (1995)
 HX2875
 HX2875                         *CURRENT SURVEY CONTROL
 HX2875  ___________________________________________________________________
 HX2875* NAD 83(1995)-  38 15 04.21371(N)    080 07 36.49266(W)     ADJUSTED  
 HX2875* NAVD 88     -      1076.6    (meters)    3532.     (feet)  VERTCON   
 HX2875  ___________________________________________________________________
 HX2875  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 HX2875  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HX2875
 HX2875  HORZ ORDER  -  SECOND
 HX2875
 HX2875.The horizontal coordinates were established by classical geodetic methods
 HX2875.and adjusted by the National Geodetic Survey in April 1998..
 HX2875
 HX2875.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2875
 HX2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2875
 HX2875.The geoid height was determined by GEOID03.
 HX2875
 HX2875;                    North         East     Units Scale Factor Converg.
 HX2875;SPC WV S     -   139,225.669   676,425.915   MT  0.99992635   +0 32 23.3
 HX2875;UTM  17      - 4,234,043.962   576,402.799   MT  0.99967189   +0 32 26.3
 HX2875
 HX2875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2875!SPC WV S     -   0.99983592  x   0.99992635  =   0.99976228
 HX2875!UTM  17      -   0.99983592  x   0.99967189  =   0.99950786
 HX2875
 HX2875|---------------------------------------------------------------------|
 HX2875| PID    Reference Object                     Distance      Geod. Az  |
 HX2875|                                                           dddmmss.s |
 HX2875| DC4383 STONY RM 1                           16.752 METERS 06045     |
 HX2875| HW3552 THORNY MOUNTAIN LOOKOUT TOWER       APPROX.17.3 KM 0661731.4 |
 HX2875| HW3541 MARLIN                              APPROX.11.5 KM 0921844.1 |
 HX2875| DC4384 STONY RM 2                           28.432 METERS 16045     |
 HX2875|---------------------------------------------------------------------|
 HX2875
 HX2875                          SUPERSEDED SURVEY CONTROL
 HX2875
 HX2875  NAD 83(1986)-  38 15 04.21530(N)    080 07 36.50474(W) AD(       ) 2
 HX2875  NAD 27      -  38 15 03.78020(N)    080 07 37.26440(W) AD(       ) 2
 HX2875  NGVD 29 (07/19/86) 1076.7    (m)         3532.     (f) VERT ANG       
 HX2875
 HX2875.Superseded values are not recommended for survey control.
 HX2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2875.See file dsdata.txt to determine how the superseded data were derived.
 HX2875
 HX2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7640334044(NAD 83)
 HX2875_MARKER: DS = TRIANGULATION STATION DISK
 HX2875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2875
 HX2875  HISTORY     - Date     Condition        Report By
 HX2875  HISTORY     - 1957     MONUMENTED       CGS
 HX2875
 HX2875                          STATION DESCRIPTION
 HX2875
 HX2875'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HX2875'STATION IS APPROXIMATELY 2.5 MILES NORTHWEST OF MARLINGTON, ON THE
 HX2875'MOST NORTHERLY ONE OF SEVERAL
 HX2875'HIGH POINTS ON STONY CREEK MOUNTAIN AND ON PROPERTY OWNED BY MR. DAN
 HX2875'BEVERAGE.
 HX2875'
 HX2875'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE HIGHWAY 39
 HX2875'IN THE WEST EDGE OF MARLINGTON,
 HX2875'GO NORTH ON U.S. HIGHWAY 219 FOR 1.0 MILE TO A ROAD RIGHT AT A STATE
 HX2875'HIGHWAY GARAGE ON THE RIGHT,
 HX2875'CONTINUE NORTH ON U.S. HIGHWAY 219 FOR 2.25 MILES TO A SIDE
 HX2875'ROAD LEFT AT A SIGN ON RIGHT, STATE TROUT
 HX2875'HATCHERY 1 MILE, AND JUST BEFORE REACHING
 HX2875'A EDRAY SIGN ON RIGHT, TURN LEFT ONTO NARROW BLACKTOP ROAD
 HX2875'AND GO WEST FOR 0.65 MILE TO A
 HX2875'TROUT HATCHERY ON THE LEFT, CONTINUE ON BLACKTOP ROAD FOR 0.4 MILE TO
 HX2875'A FORK AT TOP OF GRADE, KEEP
 HX2875'RIGHT ON WEST UNION ROAD AND CONTINUE WEST FOR 1.65 MILES TO A ROAD
 HX2875'ON THE LEFT AT SIGN ON LEFT WOODROW
 HX2875'2, WMS RIVER 6, TAKE LEFT FORK AND GO 100 FEET
 HX2875'TO A FORK, TAKE THE LEFT FORK AND GO SOUTH FOR 0.1
 HX2875'MILE TO A CATTLE GUARD, CROSS AND
 HX2875'CONTINUE SOUTH ON THE MAIN ROAD FOR 1.1 MILES (CROSSING TWO MORE
 HX2875'CATTLE GUARDS) TO A SIDE ROAD ON
 HX2875'THE LEFT AT TWO GARAGES ON THE RIGHT, TURN SHARP LEFT AND FOLLOW ROAD
 HX2875'UPHILL FOR 0.55 MILE TO WHERE ROAD
 HX2875'CROSSES OVER RIDGE, IN A SADDLE, CONTINUE DOWNHILL ON
 HX2875'ROAD FOR 0.1 MILE TO A CATTLE GUARD, CROSS AND
 HX2875'CONTINUE AROUND HILL ON ROAD FOR 0.25
 HX2875'MILE TO A HOUSE ON THE RIGHT, HOME OF MR. DAN BEVERAGE, HERE KEEP
 HX2875'LEFT THROUGH A BOARD GATE AND
 HX2875'FOLLOW ROAD AROUND SIDE OF HILL FOR 0.25 MILE TO A BOARD GATE, PASS
 HX2875'THROUGH AND CONTINUE FOR ABOUT
 HX2875'100 FEET TO AN OLD SKID ROAD ON THE LEFT, TURN LEFT ONTO AN OLD
 HX2875'SKID ROAD AND GO EAST TO THE EDGE OF
 HX2875'WOODS (4-WHEEL DRIVE NEEDED FROM HERE), ENTER
 HX2875'WOODS AND GO ABOUT 100 FEET, THEN KEEP LEFT ON MAIN
 HX2875'SKID ROAD AND FOLLOW NORTHEAST FOR
 HX2875'ABOUT 0.4 MILE TO TOP OF HILL AND THE STATION.
 HX2875'
 HX2875'STATION MARKS ARE STANDARD DISKS STAMPED STONY 1957.  THE SURFACE
 HX2875'DISK IS SET IN A SQUARE
 HX2875'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 33 FEET WEST-NORTHWEST
 HX2875'OF AN 18-INCH TREE WITH A TRIANGLE
 HX2875'BLAZE ON THE WEST SIDE, 30 FEET NORTH OF THE CENTER OF OLD SKID
 HX2875'ROAD AND 18 FEET EAST-NORTHEAST OF A
 HX2875'10-INCH TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE.
 HX2875'A STANDARD WITNESS POST WAS SET 3 FEET EAST OF THE
 HX2875'MARK.  THE UNDERGROUND DISK IS SET IN
 HX2875'AN IRREGULAR MASS ON CONCRETE 34 INCHES BELOW THE SURFACE OF THE
 HX2875'GROUND.
 HX2875'
 HX2875'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED STONY NO 1 1957, IS
 HX2875'CEMENTED IN A DRILL HOLE IN
 HX2875'A FLAT OUTCROPPING BEDROCK WHICH PROJECTS 3 INCHES.  IT IS 26.5 FEET
 HX2875'NORTHEAST OF A 10-INCH TREE WITH A
 HX2875'TRIANGLE BLAZE ON THE NORTH SIDE AND 9 FEET NORTH OF A
 HX2875'10-INCH TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE.
 HX2875'
 HX2875'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED STONY NO 2 1957, IS
 HX2875'CEMENTED IN A DRILL HOLE IN
 HX2875'A BOULDER WHICH IS APPROXIMATELY 18 INCHES IN DIAMETER AND PROJECTS 5
 HX2875'INCHES.  IT IS 15 FEET SOUTH OF
 HX2875'A 12-INCH TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST
 HX2875'SIDE AND IS IN THE CENTER OF THE OLD SKID ROAD.
 HX2875'
 HX2875'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 HX2875'
 HX2875'HEIGHT OF LIGHT ABOVE STATION MARK 25.03 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3141 ***********************************************************************
 GY3141  DESIGNATION -  STRIKER
 GY3141  PID         -  GY3141
 GY3141  STATE/COUNTY-  WV/LOGAN
 GY3141  USGS QUAD   -  CHAPMANVILLE (1976)
 GY3141
 GY3141                         *CURRENT SURVEY CONTROL
 GY3141  ___________________________________________________________________
 GY3141* NAD 83(1995)-  37 58 26.02248(N)    082 04 39.11696(W)     ADJUSTED  
 GY3141* NAVD 88     -       479.3    (meters)    1573.     (feet)  VERTCON   
 GY3141  ___________________________________________________________________
 GY3141  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 GY3141  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GY3141
 GY3141  HORZ ORDER  -  THIRD
 GY3141
 GY3141.The horizontal coordinates were established by classical geodetic methods
 GY3141.and adjusted by the National Geodetic Survey in April 1998..
 GY3141
 GY3141.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3141
 GY3141.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3141
 GY3141.The geoid height was determined by GEOID03.
 GY3141
 GY3141;                    North         East     Units Scale Factor Converg.
 GY3141;SPC WV S     -   108,641.015   505,332.663   MT  0.99993240   -0 39 58.1
 GY3141;UTM  17      - 4,203,466.242   405,360.632   MT  0.99971031   -0 39 47.0
 GY3141
 GY3141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3141!SPC WV S     -   0.99992988  x   0.99993240  =   0.99986228
 GY3141!UTM  17      -   0.99992988  x   0.99971031  =   0.99964021
 GY3141
 GY3141|---------------------------------------------------------------------|
 GY3141| PID    Reference Object                     Distance      Geod. Az  |
 GY3141|                                                           dddmmss.s |
 GY3141| DC2520 STRIKER RM 1                         17.784 METERS 14140     |
 GY3141| DC2521 STRIKER RM 2                          4.600 METERS 24131     |
 GY3141| HY2264 MANN STATE FOREST SERVICE LOT       APPROX.12.2 KM 2971322.5 |
 GY3141|---------------------------------------------------------------------|
 GY3141
 GY3141                          SUPERSEDED SURVEY CONTROL
 GY3141
 GY3141  NAD 83(1995)-  37 58 26.02454(N)    082 04 39.11792(W) AD(       ) 3
 GY3141  NAD 83(1986)-  37 58 26.02979(N)    082 04 39.12283(W) AD(       ) 3
 GY3141  NAD 27      -  37 58 25.67460(N)    082 04 39.63910(W) AD(       ) 3
 GY3141  NGVD 29 (07/19/86)  479.5    (m)         1573.     (f) VERT ANG       
 GY3141
 GY3141.Superseded values are not recommended for survey control.
 GY3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3141.See file dsdata.txt to determine how the superseded data were derived.
 GY3141
 GY3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC0536103466(NAD 83)
 GY3141_MARKER: DS = TRIANGULATION STATION DISK
 GY3141_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3141_SP_SET: PREFABRICATED CONCRETE POST
 GY3141
 GY3141  HISTORY     - Date     Condition        Report By
 GY3141  HISTORY     - 1957     MONUMENTED       CGS
 GY3141
 GY3141                          STATION DESCRIPTION
 GY3141
 GY3141'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3141'STATION IS APPROXIMATELY 4.5 MILES SOUTHEAST OF HARTS, 3 MILES WEST
 GY3141'OF CHAPMANVILLE, ON THE HIGHEST POINT OF A POINTED HILL NEAR THE HEADS
 GY3141'OF STRIKER FORK AND EAST FORK AND ON LAND OWNED BY THE UNITED FUEL AND
 GY3141'GAS CO.
 GY3141'
 GY3141'TO REACH FROM THE TRAFFIC LIGHT AND CROSSROAD, JUST EAST OF THE HIGH
 GY3141'SCHOOL IN CHAPMANVILLE, GO WEST ON PAVED ROAD, PAST THE
 GY3141'SOUTH END OF HIGH SCHOOL BUILDING, FOR 0.25 MILE TO A SIDE ROAD ON
 GY3141'THE LEFT AT THE WEST END OF A STEEL BRIDGE, CONTINUE STRAIGHT
 GY3141'AHEAD ON BLACKTOP ROAD FOR 2.0 MILES TO A SIDE ROAD ON THE RIGHT,
 GY3141'TURN RIGHT CROSSING A WOODEN BRIDGE AND GO NORTHWEST AND WEST ON
 GY3141'STRIKER FORK ROAD FOR 0.6 MILE TO A FORK, TAKE THE LEFT FORK AND GO
 GY3141'WEST ON GRAVEL ROAD FOR 1.05 MILES TO WHERE THE ROAD CROSSES OVER
 GY3141'THE RIDGE AND THE END OF TRUCK TRAVEL.  PACK NORTH UP RIDGE (PASSING
 GY3141'A LARGE BEECH TREE) AND CONTINUE NORTH ALONG TOP OF RIDGE FOR ABOUT 1
 GY3141'HOUR AND 15 MINUTES TO THE SECOND HIGHEST POINT WITH PINE TREES ON
 GY3141'THE SOUTH AND WEST SLOPE AND THE STATION ON THE HIGHEST POINT.
 GY3141'
 GY3141'STATION MARKS ARE STANDARD DISKS STAMPED STRIKER 1957.  THE SURFACE
 GY3141'DISK IS BRAZED ON THE TOP OF A 2-1/2 INCH PIPE WHICH PROJECTS 1
 GY3141'INCH.  IT IS 23 FEET NORTHWEST OF A PINE TREE WITH A TRIANGLE BLAZE
 GY3141'ON THE NORTH SIDE AND 17 FEET SOUTH OF A CHESTNUT TREE WITH
 GY3141'TRIANGLE BLAZE ON THE SOUTH SIDE.  THE UNDERGROUND DISK IS SET IN AN
 GY3141'IRREGULAR MASS OF CONCRETE 20 INCHES BELOW THE SURFACE OF THE
 GY3141'GROUND.
 GY3141'
 GY3141'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED STRIKER NO. 1 1957, IS
 GY3141'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8
 GY3141'INCHES.  IT IS 11 FEET SOUTH OF A TWIN TRUNK TREE WITH A TRIANGLE
 GY3141'BLAZE ON THE SOUTH SIDE AND APPROXIMATELY 4 FEET LOWER IN ELEVATION
 GY3141'THAN THE STATION.
 GY3141'
 GY3141'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED STRIKER NO. 2 1957, IS
 GY3141'BRAZED ON THE TOP OF A 2-1/2 INCH PIPE WHICH PROJECTS 1 INCH.
 GY3141'IT IS 6 FEET NORTHEAST OF A PINE TREE WITH A TRIANGLE BLAZE ON THE
 GY3141'NORTHEAST SIDE AND APPROXIMATELY 2 FEET LOWER IN ELEVATION THAN THE
 GY3141'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3566 ***********************************************************************
 HW3566  DESIGNATION -  STUARTS
 HW3566  PID         -  HW3566
 HW3566  STATE/COUNTY-  WV/RANDOLPH
 HW3566  USGS QUAD   -  BOWDEN (1995)
 HW3566
 HW3566                         *CURRENT SURVEY CONTROL
 HW3566  ___________________________________________________________________
 HW3566* NAD 83(1995)-  38 56 14.22527(N)    079 42 38.68005(W)     ADJUSTED  
 HW3566* NAVD 88     -      1220.9    (meters)    4006.     (feet)  VERTCON   
 HW3566  ___________________________________________________________________
 HW3566  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 HW3566  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HW3566
 HW3566  HORZ ORDER  -  SECOND
 HW3566
 HW3566.The horizontal coordinates were established by classical geodetic methods
 HW3566.and adjusted by the National Geodetic Survey in April 1998..
 HW3566
 HW3566.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3566
 HW3566.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3566
 HW3566.The geoid height was determined by GEOID03.
 HW3566
 HW3566;                    North         East     Units Scale Factor Converg.
 HW3566;SPC WV S     -   215,803.863   711,779.827   MT  1.00001194   +0 47 49.2
 HW3566;SPC WV N     -    48,567.745   581,727.650   MT  1.00001245   -0 08 03.9
 HW3566;UTM  17      - 4,310,607.212   611,739.387   MT  0.99975374   +0 48 37.2
 HW3566
 HW3566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3566!SPC WV S     -   0.99981331  x   1.00001194  =   0.99982525
 HW3566!SPC WV N     -   0.99981331  x   1.00001245  =   0.99982576
 HW3566!UTM  17      -   0.99981331  x   0.99975374  =   0.99956710
 HW3566
 HW3566|---------------------------------------------------------------------|
 HW3566| PID    Reference Object                     Distance      Geod. Az  |
 HW3566|                                                           dddmmss.s |
 HW3566| HW3565 AIRWAY BEACON 26                     10.754 METERS 13759     |
 HW3566| DC4392 STUARTS AZ MK                                      1804223.7 |
 HW3566| DC4393 STUARTS RM 1                         22.421 METERS 19106     |
 HW3566| HW3598 AIRWAY BEACON 25                    APPROX.20.1 KM 2485950.0 |
 HW3566| HW3564 BICKLE KNOB LOOKOUT TOWER           APPROX. 1.8 KM 2600547.9 |
 HW3566| DC4394 STUARTS RM 2                         19.451 METERS 27447     |
 HW3566| JW1325 WEST VA FISH AND GAME COMM TWR      APPROX.16.9 KM 2960145.7 |
 HW3566|---------------------------------------------------------------------|
 HW3566
 HW3566                          SUPERSEDED SURVEY CONTROL
 HW3566
 HW3566  NAD 83(1986)-  38 56 14.23221(N)    079 42 38.69216(W) AD(       ) 2
 HW3566  NAD 27      -  38 56 13.84680(N)    079 42 39.47200(W) AD(       ) 2
 HW3566  NGVD 29 (07/19/86) 1221.0    (m)         4006.     (f) VERT ANG       
 HW3566
 HW3566.Superseded values are not recommended for survey control.
 HW3566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3566.See file dsdata.txt to determine how the superseded data were derived.
 HW3566
 HW3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1173910607(NAD 83)
 HW3566_MARKER: DS = TRIANGULATION STATION DISK
 HW3566_SETTING: 80 = SET IN A BOULDER
 HW3566_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3566
 HW3566  HISTORY     - Date     Condition        Report By
 HW3566  HISTORY     - 1956     MONUMENTED       CGS
 HW3566
 HW3566                          STATION DESCRIPTION
 HW3566
 HW3566'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3566'THE STATION IS LOCATED NEAR AN AIRWAY BEACON AND SEVERAL RADIO MASTS
 HW3566'ON THE TOP OF A ROCKY,
 HW3566'TIMBERED MOUNTAIN AIRLINE ABOUT 1 MILE EAST OF THE BICKLE KNOB
 HW3566'LOOKOUT TOWER, 4 MILES
 HW3566'NORTHWEST OF ALPENA, 7 MILES EAST OF ELKINS, AND 11 MILES
 HW3566'SOUTH-SOUTHWEST OF PARSONS.
 HW3566'
 HW3566'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 33, 219, AND
 HW3566'250 NEAR THE SOUTH SIDE OF
 HW3566'ELKINS GO EAST ON U.S. HIGHWAY 33 FOR 5.6 MILES TO A SIDE ROAD ON THE
 HW3566'LEFT THAT LEADS TO THE STUARTS PARK
 HW3566'RECREATIONAL AREA.  TURN SHARP LEFT AND GO 0.4 MILE
 HW3566'TO A FORK.  TAKE THE RIGHT FORK AND GO ABOUT 25 YARDS
 HW3566'TO A FORK.  TAKE THE RIGHT FORK
 HW3566'AND GO 3.9 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO EAST 1.0 MILE
 HW3566'TO A SIDE ROAD ON THE LEFT.  TURN
 HW3566'LEFT AND GO EAST 0.3 MILE TO THE END OF THE ROAD AND THE STATION.
 HW3566'
 HW3566'THE STATION MARK IS A STANDARD DISK STAMPED STUARTS 1956 CEMENTED IN
 HW3566'A DRILL HOLE IN A LARGE
 HW3566'BOULDER THAT IS FLUSH WITH THE GROUND.  IT IS 24 FEET EAST OF THE
 HW3566'SOUTHEAST CORNER OF A SMALL
 HW3566'CONCRETE BLOCK BUILDING.
 HW3566'
 HW3566'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED STUARTS NO 1 1956
 HW3566'CEMENTED IN A DRILL HOLE
 HW3566'IN A LARGE BOULDER THAT PROJECTS 2 FEET ABOVE THE GROUND.  IT IS 3
 HW3566'FEET LOWER THAN THE STATION.
 HW3566'
 HW3566'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED STUARTS NO 2 1956
 HW3566'CEMENTED IN A DRILL HOLE
 HW3566'IN A LARGE BOULDER THAT PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 2
 HW3566'FEET LOWER THAN THE STATION.
 HW3566'
 HW3566'THE WASHINGTON-ST. LOUIS AIRWAY BEACON NO. 26 IS MOUNTED ON TOP OF A
 HW3566'75-FOOT STEEL TOWER THAT
 HW3566'IS BUILT ON GROUND ABOUT 3 FEET LOWER THAN THE STATION.
 HW3566'
 HW3566'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 33 AND
 HW3566'IS A STANDARD DISK
 HW3566'STAMPED STUARTS 1956 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 HW3566'THAT IS FLUSH WITH THE GROUND.
 HW3566'IT IS 34 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 HW3566'13 FEET WEST OF A TELEPHONE POLE, 30 FEET
 HW3566'NORTHWEST OF A 2-FOOT OAK TREE, AND ACROSS
 HW3566'THE HIGHWAY FROM A SMALL HOUSE.
 HW3566'
 HW3566'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD LEADING TO THE STUARTS
 HW3566'PARK RECREATIONAL
 HW3566'AREA CONTINUE EAST ON U.S. HIGHWAY 33 FOR 3.3 MILES TO A SMALL HOUSE
 HW3566'ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2868 ***********************************************************************
 HX2868  DESIGNATION -  SUGAR KNOB
 HX2868  PID         -  HX2868
 HX2868  STATE/COUNTY-  WV/BRAXTON
 HX2868  USGS QUAD   -  WALKERSVILLE (1976)
 HX2868
 HX2868                         *CURRENT SURVEY CONTROL
 HX2868  ___________________________________________________________________
 HX2868* NAD 83(1995)-  38 47 39.24973(N)    080 28 28.73671(W)     ADJUSTED  
 HX2868* NAVD 88     -       543.6    (meters)    1783.     (feet)  VERTCON   
 HX2868  ___________________________________________________________________
 HX2868  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 HX2868  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HX2868
 HX2868  HORZ ORDER  -  SECOND
 HX2868
 HX2868.The horizontal coordinates were established by classical geodetic methods
 HX2868.and adjusted by the National Geodetic Survey in April 1998..
 HX2868
 HX2868.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2868
 HX2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2868
 HX2868.The geoid height was determined by GEOID03.
 HX2868
 HX2868;                    North         East     Units Scale Factor Converg.
 HX2868;SPC WV S     -   199,275.539   645,639.721   MT  0.99998223   +0 19 29.2
 HX2868;UTM  17      - 4,294,074.184   545,622.659   MT  0.99962563   +0 19 44.9
 HX2868
 HX2868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2868!SPC WV S     -   0.99991973  x   0.99998223  =   0.99990196
 HX2868!UTM  17      -   0.99991973  x   0.99962563  =   0.99954539
 HX2868
 HX2868|---------------------------------------------------------------------|
 HX2868| PID    Reference Object                     Distance      Geod. Az  |
 HX2868|                                                           dddmmss.s |
 HX2868| DC4406 SUGAR KNOB RM 1                      13.762 METERS 08309     |
 HX2868| HX2869 SUGAR 2 USGS 1956                     8.230 METERS 18359     |
 HX2868| DC4407 SUGAR KNOB RM 2                      14.020 METERS 32432     |
 HX2868| HX0151 SUGAR KNOB AZ MK                                   3570417.4 |
 HX2868|---------------------------------------------------------------------|
 HX2868
 HX2868                          SUPERSEDED SURVEY CONTROL
 HX2868
 HX2868  NAD 83(1986)-  38 47 39.25527(N)    080 28 28.74741(W) AD(       ) 2
 HX2868  NAD 27      -  38 47 38.89510(N)    080 28 29.43440(W) AD(       ) 2
 HX2868  NGVD 29 (07/19/86)  543.8    (m)         1784.     (f) VERT ANG       
 HX2868
 HX2868.Superseded values are not recommended for survey control.
 HX2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2868.See file dsdata.txt to determine how the superseded data were derived.
 HX2868
 HX2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC4562394074(NAD 83)
 HX2868_MARKER: DS = TRIANGULATION STATION DISK
 HX2868_SETTING: 0 = UNSPECIFIED SETTING
 HX2868
 HX2868  HISTORY     - Date     Condition        Report By
 HX2868  HISTORY     - 1956     MONUMENTED       CGS
 HX2868
 HX2868                          STATION DESCRIPTION
 HX2868
 HX2868'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX2868'STATION IS LOCATED ABOUT 17 MILES SOUTH OF WESTON AND 15 MILES
 HX2868'NORTHEAST OF SUTTON ON THE
 HX2868'APPROXIMATE COUNTY LINE AND ON A HIGH CLEARED KNOB IN PASTURE LAND.
 HX2868'STATION IS 52 PACES NORTHEAST OF
 HX2868'FENCE, 100 FEET NORTH NORTHEAST OF LARGE OAK TREE WITH TRIANGLE
 HX2868'BLAZE AND 5.5 FEET NORTHEAST OF WITNESS
 HX2868'POST.  THE MARK IS A STANDARD DISK BRAZED TO THE
 HX2868'TOP OF A 3 INCH PIPE WHICH PROJECTS ABOUT 8 INCHES AND THE
 HX2868'DISK IS STAMPED SUGAR KNOB 1956.
 HX2868'
 HX2868'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO THE TOP OF A 3 INCH
 HX2868'PIPE WHICH PROJECTS ABOUT 8
 HX2868'INCHES AND THE DISK IS STAMPED SUGAR KNOB NO 1 1956.
 HX2868'
 HX2868'REFERENCE MARK NO. 2 IS A STANDARD DISK BRAZED TO THE TOP OF A 3 INCH
 HX2868'PIPE WHICH PROJECTS ABOUT 6
 HX2868'INCHES AND THE DISK IS STAMPED SUGAR KNOB NO 2 1956.
 HX2868'
 HX2868'AZIMUTH MARK IS 23 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 HX2868'19, 2.5 FEET NORTHEAST OF
 HX2868'WITNESS POST AND 0.5 FOOT SOUTHEAST OF FENCE.  THE MARK PROJECTS
 HX2868'ABOUT 4 INCHES AND THE DISK IS
 HX2868'STAMPED SUGAR KNOB 1956.
 HX2868'
 HX2868'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 33 AND 119 AND STATE
 HX2868'HIGHWAYS 4 AND 20 AT THE
 HX2868'COURTHOUSE IN BUCKHANNON, GO SOUTHERLY ON STATE HIGHWAY 4 AND 20 FOR
 HX2868'14.4 MILES TO THE JUNCTION OF THE
 HX2868'TWO HIGHWAYS.  KEEP RIGHT ON STATE HIGHWAY 4 FOR 7.5 MILES TO
 HX2868'THE JUNCTION OF U.S. HIGHWAY 19.  KEEP
 HX2868'LEFT FORK ON U.S. HIGHWAY 19 AND STATE HIGHWAY
 HX2868'4 FOR 2.6 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 HX2868'DESCRIBED.  CONTINUE ON HIGHWAY FOR
 HX2868'0.1 MILE TO DRIVEWAY ON THE LEFT.  TURN LEFT ON DRIVEWAY AND GO 0.2
 HX2868'MILE TO FARM BUILDINGS AND ETT.  PACK
 HX2868'UP THE RIDGE BEHIND THE HOUSE FOR ABOUT 1.0 MILE TO THE HIGHEST
 HX2868'POINT AND STATION AS DESCRIBED.
 HX2868'
 HX2868'SUGAR 2 (USGS) IS A BROKEN STONE POST WITH THE DISK MISSING AND HALF
 HX2868'OF THE STONE IS LOOSE IN THE
 HX2868'GROUND.  THE MEASUREMENT AND THE DIRECTION WERE TAKEN TO THE
 HX2868'APPROXIMATE CENTER OF HOLE.
 HX2868'
 HX2868'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0151 ***********************************************************************
 HX0151  DESIGNATION -  SUGAR KNOB AZ MK
 HX0151  PID         -  HX0151
 HX0151  STATE/COUNTY-  WV/LEWIS
 HX0151  USGS QUAD   -  WALKERSVILLE (1976)
 HX0151
 HX0151                         *CURRENT SURVEY CONTROL
 HX0151  ___________________________________________________________________
 HX0151* NAD 83(1986)-  38 48 20.     (N)    080 28 31.     (W)     SCALED    
 HX0151* NAVD 88     -       359.079  (meters)    1178.08   (feet)  ADJUSTED  
 HX0151  ___________________________________________________________________
 HX0151  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX0151  DYNAMIC HT  -         358.837 (meters)    1177.28  (feet)  COMP
 HX0151  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 HX0151
 HX0151  VERT ORDER  -  SECOND    CLASS 0
 HX0151
 HX0151.The horizontal coordinates were scaled from a topographic map and have
 HX0151.an estimated accuracy of +/- 6 seconds.
 HX0151
 HX0151.The orthometric height was determined by differential leveling
 HX0151.and adjusted by the National Geodetic Survey in June 1991..
 HX0151
 HX0151.The geoid height was determined by GEOID03.
 HX0151
 HX0151.The dynamic height is computed by dividing the NAVD 88
 HX0151.geopotential number by the normal gravity value computed on the
 HX0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0151.degrees latitude (g = 980.6199 gals.).
 HX0151
 HX0151.The modeled gravity was interpolated from observed gravity values.
 HX0151
 HX0151;                    North         East    Units  Estimated Accuracy
 HX0151;SPC WV S     -   200,530.      645,580.      MT  (+/- 180 meters Scaled)
 HX0151
 HX0151                          SUPERSEDED SURVEY CONTROL
 HX0151
 HX0151  NGVD 29 (??/??/92)  359.267  (m)         1178.70   (f) ADJ UNCH    2 0
 HX0151
 HX0151.Superseded values are not recommended for survey control.
 HX0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0151.See file dsdata.txt to determine how the superseded data were derived.
 HX0151
 HX0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC455953(NAD 83)
 HX0151_MARKER: DZ = AZIMUTH MARK DISK
 HX0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0151_STAMPING: SUGAR KNOB 1956
 HX0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0151+STABILITY: SURFACE MOTION
 HX0151
 HX0151  HISTORY     - Date     Condition        Report By
 HX0151  HISTORY     - 1956     MONUMENTED       CGS
 HX0151  HISTORY     - 1962     GOOD             NGS
 HX0151
 HX0151                          STATION DESCRIPTION
 HX0151
 HX0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0151'1.3 MI SW FROM IRELAND.
 HX0151'ABOUT 0.2 MILE NORTHWEST ALONG COUNTY ROAD 50 FROM THE POST
 HX0151'OFFICE AT IRELAND, THENCE ABOUT 1.1 MILE SOUTHWEST ALONG STATE
 HX0151'HIGHWAY 4 AND U.S. HIGHWAY 19, 24 FEET NORTHEAST OF A WOODEN
 HX0151'GATE, 21 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 245
 HX0151'FEET NORTH AND ACROSS THE HIGHWAY FROM AN OIL WELL, 1 1/2 FEET
 HX0151'SOUTHEAST OF A STEEL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 HX0151'LEVEL OF THE HIGHWAY, AND IS SET IN THE TOP OF A CONCRETE POST
 HX0151'THAT IS PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1944 ***********************************************************************
 JX1944  DESIGNATION -  SUGARLOAF
 JX1944  PID         -  JX1944
 JX1944  STATE/COUNTY-  WV/LEWIS
 JX1944  USGS QUAD   -  CAMDEN (1976)
 JX1944
 JX1944                         *CURRENT SURVEY CONTROL
 JX1944  ___________________________________________________________________
 JX1944* NAD 83(1995)-  39 02 03.72142(N)    080 33 48.97760(W)     ADJUSTED  
 JX1944* NAVD 88     -       516.8    (meters)    1696.     (feet)  VERTCON   
 JX1944  ___________________________________________________________________
 JX1944  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 JX1944  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JX1944
 JX1944  HORZ ORDER  -  SECOND
 JX1944
 JX1944.The horizontal coordinates were established by classical geodetic methods
 JX1944.and adjusted by the National Geodetic Survey in April 1998..
 JX1944
 JX1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1944
 JX1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1944
 JX1944.The geoid height was determined by GEOID03.
 JX1944
 JX1944;                    North         East     Units Scale Factor Converg.
 JX1944;SPC WV S     -   225,893.216   637,786.253   MT  1.00003568   +0 16 11.2
 JX1944;UTM  17      - 4,320,680.932   537,770.007   MT  0.99961757   +0 16 29.4
 JX1944
 JX1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1944!SPC WV S     -   0.99992402  x   1.00003568  =   0.99995969
 JX1944!UTM  17      -   0.99992402  x   0.99961757  =   0.99954162
 JX1944
 JX1944:                Primary Azimuth Mark                     Grid Az
 JX1944:SPC WV S     -  SUGARLOAF AZ MK                          009 20 39.2
 JX1944:UTM  17      -  SUGARLOAF AZ MK                          009 20 21.0
 JX1944
 JX1944|---------------------------------------------------------------------|
 JX1944| PID    Reference Object                     Distance      Geod. Az  |
 JX1944|                                                           dddmmss.s |
 JX1944| CX5431 SUGARLOAF AZ MK                                    0093650.4 |
 JX1944| CX5432 SUGARLOAF RM 1                        9.007 METERS 16413     |
 JX1944| CX5433 SUGARLOAF RM 2                        8.310 METERS 30241     |
 JX1944|---------------------------------------------------------------------|
 JX1944
 JX1944                          SUPERSEDED SURVEY CONTROL
 JX1944
 JX1944  NAD 83(1986)-  39 02 03.72637(N)    080 33 48.98737(W) AD(       ) 2
 JX1944  NAD 27      -  39 02 03.39380(N)    080 33 49.65050(W) AD(       ) 2
 JX1944  NGVD 29 (07/19/86)  517.0    (m)         1696.     (f) VERT ANG       
 JX1944
 JX1944.Superseded values are not recommended for survey control.
 JX1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1944.See file dsdata.txt to determine how the superseded data were derived.
 JX1944
 JX1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND3777020681(NAD 83)
 JX1944_MARKER: DD = SURVEY DISK
 JX1944_SETTING: 0 = UNSPECIFIED SETTING
 JX1944
 JX1944  HISTORY     - Date     Condition        Report By
 JX1944  HISTORY     - 1956     MONUMENTED       USGS
 JX1944
 JX1944                          STATION DESCRIPTION
 JX1944
 JX1944'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (HDR)
 JX1944'STATION IS LOCATED ABOUT 5 MILES WEST OF WESTON AND ABOUT 1 MILE
 JX1944'SOUTH OF CAMDEN ON THE
 JX1944'HIGHEST KNOB IN THE VICINITY.  THE MARK IS AN 8 BY 8 INCH STONE POST
 JX1944'THAT PROJECTS ABOUT 2 INCHES AND HAS A
 JX1944'STANDARD U.S. GEOLOGICAL SURVEY DISK CEMENTED IN THE TOP OF THE
 JX1944'STONE.  THERE IS NO STAMPING ON THE DISK.
 JX1944'
 JX1944'REFERENCE MARK NO. 1 IS A DISK BRAZED TO THE TOP OF A 3 INCH PIPE
 JX1944'WHICH PROJECTS ABOUT 12
 JX1944'INCHES AND THE DISK IS STAMPED SUGARLOAF USGS NO 1 1956.
 JX1944'
 JX1944'REFERENCE MARK NO. 2 IS A DISK BRAZED TO THE TOP OF A 3 INCH PIPE
 JX1944'WHICH PROJECTS ABOUT 12
 JX1944'INCHES AND THE DISK IS STAMPED SUGARLOAF USGS NO 2 1956.
 JX1944'
 JX1944'AZIMUTH MARK IS 17 FEET NORTH OF THE APPROXIMATE CENTER OF LIMESTONE
 JX1944'RUN ROAD, 4 FEET WEST OF A
 JX1944'TRIANGLE BLAZED LOCUST TREE AND 2 FEET SOUTH OF A FENCE.  THE MARK
 JX1944'PROJECTS ABOUT 4 INCHES AND THE DISK IS
 JX1944'STAMPED SUGARLOAF USGS 1956.
 JX1944'
 JX1944'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 19, 33 AND 119 IN WESTON,
 JX1944'GO WEST ON U.S. HIGHWAY 33
 JX1944'AND 119 FOR 5.4 MILES TO A SIDE ROAD LEFT IN CAMDEN.  TURN LEFT AND
 JX1944'GO SOUTH ON SASSAFRASS RUN ROAD FOR
 JX1944'0.2 MILE TO FORKS.  KEEP LEFT FORK ON MAIN ROAD FOR
 JX1944'0.3 MILE TO CROSSROADS.  TURN LEFT AND GO EASTERLY
 JX1944'ON LIMESTONE RUN ROAD FOR 0.5 MILE TO
 JX1944'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE FOR 0.25 MILE TO TOP
 JX1944'OF HILL AND WHITE BOARD GATE ON
 JX1944'RIGHT.  PASS THROUGH GATE AND GO 0.1 MILE TO BOARD GATE.  PASS
 JX1944'THROUGH GATE AND FOLLOW FIELD
 JX1944'ROAD FOR 0.1 MILE TO GAS WELL AND END OF TRUCK TRAVEL.  FROM HERE
 JX1944'PACK SOUTHEASTERLY TO TOP OF KNOB AND
 JX1944'STATION.
 JX1944'
 JX1944'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2916 ***********************************************************************
 HX2916  DESIGNATION -  SUMMERSVILLE RESET
 HX2916  PID         -  HX2916
 HX2916  STATE/COUNTY-  WV/NICHOLAS
 HX2916  USGS QUAD   -  SUMMERSVILLE (1976)
 HX2916
 HX2916                         *CURRENT SURVEY CONTROL
 HX2916  ___________________________________________________________________
 HX2916* NAD 83(1995)-  38 16 55.47664(N)    080 52 07.33039(W)     ADJUSTED  
 HX2916* NAVD 88     -       783.7    (meters)    2571.     (feet)  VERTCON   
 HX2916  ___________________________________________________________________
 HX2916  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 HX2916  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HX2916
 HX2916  HORZ ORDER  -  FIRST
 HX2916
 HX2916.The horizontal coordinates were established by classical geodetic methods
 HX2916.and adjusted by the National Geodetic Survey in April 1998..
 HX2916
 HX2916.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2916
 HX2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2916
 HX2916.The geoid height was determined by GEOID03.
 HX2916
 HX2916;                    North         East     Units Scale Factor Converg.
 HX2916;SPC WV S     -   142,304.186   611,486.995   MT  0.99992712   +0 04 52.2
 HX2916;UTM  17      - 4,237,120.936   511,483.243   MT  0.99960162   +0 04 52.8
 HX2916
 HX2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2916!SPC WV S     -   0.99988198  x   0.99992712  =   0.99980911
 HX2916!UTM  17      -   0.99988198  x   0.99960162  =   0.99948365
 HX2916
 HX2916|---------------------------------------------------------------------|
 HX2916| PID    Reference Object                     Distance      Geod. Az  |
 HX2916|                                                           dddmmss.s |
 HX2916| DC4415 SUMMERSVILLE WP E                     2.250 METERS 08837     |
 HX2916| HX2911 NETTIE ATT MICROWAVE MAST           APPROX.16.8 KM 1122851.8 |
 HX2916| DC4411 SUMMERSVILLE AZ MK                                 1154112.8 |
 HX2916| DC4417 SUMMERSVILLE WP S                     2.110 METERS 17817     |
 HX2916| DC4413 SUMMERSVILLE RM 5                    15.020 METERS 20318     |
 HX2916| DC4412 SUMMERSVILLE RM 7                    18.604 METERS 20948     |
 HX2916| HX2912 GRINDSTONE                          APPROX.17.2 KM 2193515.9 |
 HX2916| DC4418 SUMMERSVILLE WP W                     2.090 METERS 26957     |
 HX2916| HX2918 LONE STAR LOOKOUT TOWER             APPROX. 8.7 KM 3032457.9 |
 HX2916| DC4414 SUMMERSVILLE RM 6                    10.478 METERS 34258     |
 HX2916| DC4416 SUMMERSVILLE WP N                     2.160 METERS 35955     |
 HX2916|---------------------------------------------------------------------|
 HX2916
 HX2916                          SUPERSEDED SURVEY CONTROL
 HX2916
 HX2916  NAD 83(1986)-  38 16 55.48535(N)    080 52 07.34178(W) AD(       ) 1
 HX2916  NAD 27      -  38 16 55.08800(N)    080 52 07.98100(W) AD(       ) 1
 HX2916  NGVD 29 (07/19/86)  783.9    (m)         2572.     (f) VERT ANG       
 HX2916
 HX2916.Superseded values are not recommended for survey control.
 HX2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2916.See file dsdata.txt to determine how the superseded data were derived.
 HX2916
 HX2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC1148337121(NAD 83)
 HX2916_MARKER: Z = SEE DESCRIPTION
 HX2916_SETTING: 0 = UNSPECIFIED SETTING
 HX2916
 HX2916  HISTORY     - Date     Condition        Report By
 HX2916  HISTORY     - 1880     MONUMENTED       CGS
 HX2916  HISTORY     - 1934     GOOD             CGS
 HX2916  HISTORY     - 1944     SEE DESCRIPTION  CGS
 HX2916  HISTORY     - 1952     GOOD             CGS
 HX2916  HISTORY     - 1961     GOOD             CGS
 HX2916  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 HX2916
 HX2916                          STATION DESCRIPTION
 HX2916
 HX2916'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (ATM)
 HX2916'ON RIDGE ABOUT 1 MILE W OF SUMMERSVILLE AND VERY NEARLY IN THE
 HX2916'PROLONGATION OF THE MAIN
 HX2916'STREET OF THE TOWN.
 HX2916'
 HX2916'STATION IS MARKED BY A CROSS IN THE TOP OF A STONE POST 6 INCHES
 HX2916'SQUARE AND 30
 HX2916'INCHES LONG.  IT IS ALSO MARKED BY A BOTTLE SET
 HX2916'IN CEMENT ABOUT 2-1/2 FEET BELOW THE GROUND.
 HX2916'THE GROUND.
 HX2916'
 HX2916'THERE ARE FOUR REFERENCE MARKS NEAR THE STATION AT THE FOLLOWING
 HX2916'DISTANCES AND DIRECTIONS- 2.14 METERS N,
 HX2916'2.22 METERS E, 2.13 METERS S, AND 2.10 METERS W, RESPECTIVELY.  THESE
 HX2916'FOUR REFERENCE MARKS ARE STONE POSTS 6
 HX2916'INCHES SQUARE AND 30 INCHES LONG.
 HX2916'THE TOP OF EACH OF THE REFERENCE POSTS IS
 HX2916'MARKED WITH A DIAGONAL
 HX2916'CROSS WITH AN ARROWHEAD AT THE END OF ONE DIAGONAL POINTING
 HX2916'TOWARD THE STATION.
 HX2916'THE STATION.
 HX2916'
 HX2916'A LARGE LONE TREE, VISIBLE FOR 40 MILES, IS 4.69 METERS
 HX2916'FROM THE STATION
 HX2916'N 05 DEG 20 MIN W AND IS MARKED WITH A SPIKE.
 HX2916'TWO STUMPS MARKED WITH SPIKES ARE
 HX2916'RESPECTIVELY 4.27 METERS FROM
 HX2916'THE STATION S 29 DEG 43 MIN E AND 6.34
 HX2916'METERS N 38 DEG 09 MIN W
 HX2916
 HX2916                          STATION RECOVERY (1934)
 HX2916
 HX2916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JSB)
 HX2916'STATION MARK AND FOUR REFERENCE STONES FOUND
 HX2916'AS DESCRIBED.  THE
 HX2916'STATION MARK IS A 6- BY 6-INCH STONE POST
 HX2916'PROJECTING ABOUT 8 INCHES WITH CROSS
 HX2916'LINES ON ITS TOP TO MARK
 HX2916'THE CENTER.  SURFACE STONE LEANING SLIGHTLY TO W BY S.
 HX2916'
 HX2916'REFERENCE STONES ARE 6- BY 6-INCH STONE POSTS PROJECTING
 HX2916'ABOUT 2 INCHES,
 HX2916'WITH ARROWS POINTING TO THE STATION CUT ON THEIR TOPS
 HX2916'TOPS.
 HX2916'
 HX2916'STATION IS LOCATED ABOUT 1.0 MILE W OF SUMMERSVILLE ON HIGHEST
 HX2916'POINT OF A
 HX2916'MOUNTAIN KNOWN LOCALLY AS LONE TREE MOUNTAIN.  A
 HX2916'FOOTPATH (DIM IN PLACES)
 HX2916'LEADS UP BY THE NEW MUNICIPAL WATER
 HX2916'STANDPIPE TO THE STATION.
 HX2916
 HX2916                          STATION RECOVERY (1944)
 HX2916
 HX2916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2916'STATION IS LOCATED APPROXIMATELY 1 MILE (AIR
 HX2916'LINE) W OF
 HX2916'SUMMERSVILLE, ON THE HIGHEST POINT OF LONE TREE MOUNTAIN.
 HX2916'(LONE TREE MOUNTAIN MAY BE
 HX2916'ONLY THE LOCAL NAME OF THIS
 HX2916'MOUNTAIN.)
 HX2916'
 HX2916'STATION WAS RECOVERED.  SURFACE AND UNDERGROUND POSTS WERE
 HX2916'REMOVED, A BRONZE
 HX2916'STATION DISK WAS SET IN THE TOP OF A CONCRETE
 HX2916'POST ABOUT 3 FEET BELOW GROUND, THE
 HX2916'ORIGINAL SANDSTONE SET AT
 HX2916'THE SURFACE AND A BRONZE STATION DISK CEMENTED IN THE
 HX2916'TOP.  THE
 HX2916'POST PROJECTS ABOUT 4 INCHES ABOVE GROUND.  BOTH DISKS ARE
 HX2916'STAMPED
 HX2916'SUMMERSVILLE 1880 1944.
 HX2916'
 HX2916'ALL THE ORIGINAL WITNESS STONES WERE RECOVERED.  TWO NEW
 HX2916'REFERENCE MARKS
 HX2916'AND AN AZIMUTH MARK WERE ESTABLISHED.
 HX2916'
 HX2916'REFERENCE MARK 5 IS A BRONZE REFERENCE DISK SET IN AN IRON
 HX2916'PIPE WHICH
 HX2916'PROJECTS ABOUT 4 INCHES.  IT IS STAMPED SUMMERVILLE
 HX2916'NO 5 1944.
 HX2916'
 HX2916'REFERENCE MARK 6 IS A BRONZE REFERENCE DISK SET IN AN IRON
 HX2916'PIPE WHICH
 HX2916'PROJECTS ABOUT 6 INCHES.  IT IS STAMPED SUMMERVILLE
 HX2916'NO 6 1944.
 HX2916'
 HX2916'AZIMUTH MARK IS 29 FEET S OF THE CENTER LINE OF STATE HIGHWAY
 HX2916'41, 55 FEET S OF
 HX2916'THE C.Z. BRYANT HOUSE, AND 2 FEET N OF POWER-
 HX2916'TRANSMISSION LINE POLE 112.  IT IS
 HX2916'A BRONZE AZIMUTH DISK SET IN
 HX2916'THE TOP OF A CONCRETE POST AND IS STAMPED
 HX2916'SUMMERSVILLE 1944.
 HX2916'
 HX2916'TO REACH THE STATION FROM THE SUMMERSVILLE COURTHOUSE, GO W
 HX2916'ON U.S. HIGHWAY 19
 HX2916'FOR 0.25 MILE TO A FORK, TAKE THE LEFT FORK
 HX2916'AND GO 0.3 MILE TO A T-INTERSECTION
 HX2916'AT A HOUSE ON THE RIGHT AND
 HX2916'THE END OF TRUCK TRAVEL.  PACK W ALONG A RIDGE FOR 0.1
 HX2916'MILE TO THE
 HX2916'SUMMERSVILLE MUNICIPAL STANDPIPE.  CONTINUE ON AN OLD TRAIL
 HX2916'UP A STEEP GRADE FOR
 HX2916'ABOUT 0.4 MILE TO THE HIGHEST POINT AND THE STATION.
 HX2916'
 HX2916'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY
 HX2916'41 AND U. S.
 HX2916'HIGHWAY 19 IN SUMMERSVILLE, GO SE ON STATE HIGHWAY 41
 HX2916'FOR 0.5 MILE TO THE AZIMUTH
 HX2916'MARK ON THE RIGHT (S) SIDE OF THE HIGHWAY.
 HX2916'
 HX2916'A 30-FOOT POLE TOWER WAS USED.
 HX2916'
 HX2916'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 HX2916
 HX2916                          STATION RECOVERY (1952)
 HX2916
 HX2916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 HX2916'THE STATION WAS RECOVERED AS DESCRIBED, THE STATION MARK, THE FOUR
 HX2916'CONCRETE WITNESS POSTS
 HX2916'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 HX2916'NO.  5 WAS TOO LOOSE TO BE
 HX2916'SERVICABLE AND HAS BEEN REMOVED.  THE OBSERVED DIRECTION ON
 HX2916'REFERENCE MARK NO. 6 DIFFERS BY ABOUT 2
 HX2916'1/2 MINUTES AND THE MEASUREMENT IS 0.027 METER
 HX2916'LONGER, INDICATING SOME MOVEMENT.  THE AZIMUTH MARK IS
 HX2916'NORTHEAST OF THE C. Z. BRYANT
 HX2916'HOUSE.  REFERENCE MARK NO. 7 WAS SET AND A DESCRIPTION OF THIS MARK
 HX2916'AND NEW DIRECTIONS FOR REACHING THE
 HX2916'STATION AND THE AZIMUTH MARK FOLLOW.
 HX2916'
 HX2916'REFERENCE MARK NO.7,IS A BRONZE DISK CEMENTED IN A DRILL
 HX2916'HOLE IN A BOULDER 4 FEET IN
 HX2916'DIAMETER, PROJECTING 6 INCHES, ON THE WESTERN EDGE OF THE RIDGE.
 HX2916'THE MARK IS STAMPED SUMMERSVILLE NO
 HX2916'7 1952.
 HX2916'
 HX2916'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE
 HX2916'HIGHWAYS 39 AND 41, WHICH IS
 HX2916'ALSO THE INTERSECTION OF MAIN AND BROAD STREETS IN SUMMERSVILLE, GO
 HX2916'SOUTHWEST ON STATE HIGHWAY 39 (MAIN
 HX2916'STREET) FOR 0.2 MILE TO A POINT WHERE THE HIGHWAY
 HX2916'CURVES RIGHT, CONTINUE STRAIGHT AHEAD, LEAVING THE
 HX2916'HIGHWAY, AND GO 0.3 MILE TO A
 HX2916'T-INTERSECTIONS, TURN LEFT AND FOLLOW THE ROAD AROUND A SIDE HILL FOR
 HX2916'0.1 MILE TO A POINT BELOW A
 HX2916'WATER TANK ON THE RIGHT AND THE END OF TRUCK TRAVEL.  FROM HERE, PACK
 HX2916'SOUTHWESTERLY ABOUT 150 YARDS
 HX2916'ACROSS A GRASSY SLOPE TO A FENCE CORNER AT THE EDGE OF
 HX2916'THE TIMBER, BEAR RIGHT AND FOLLOW THE TRAIL
 HX2916'ALONG THE CREST OF THE RIDGE FOR ABOUT 0.3
 HX2916'MILE TO THE HIGHEST POINT AND THE STATION.  ABOUT A 30 MINUTE
 HX2916'PACK.
 HX2916'
 HX2916'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF MAIN AND BROAD STREETS
 HX2916'IN SUMMERSVILLE, GO SOUTHEAST ON
 HX2916'BROAD STREET FOR 0.5 MILE TO THE C. Z. BRYANT HOUSE ON THE
 HX2916'RIGHT AND THE MARK ON THE RIGHT.
 HX2916
 HX2916                          STATION RECOVERY (1961)
 HX2916
 HX2916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2916'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1952 AND FOUND
 HX2916'IN GOOD CONDITION.
 HX2916'A CHECK WAS MADE FOR DISTANCE AND DIRECTION TO AZIMUTH MARK
 HX2916'AND REFERENCE MARK NO. 7 AND WERE
 HX2916'FOUND TO BE CORRECT.  AT THIS TIME NO
 HX2916'CHECK WAS MADE FOR DIRECTION TO REFERENCE MARK NO. 6
 HX2916'DUE TO BEING OBSTRUCTED
 HX2916'BY TIES OF POLE TOWER.  THERE WAS NO CHECK MADE FOR DISTANCE AND
 HX2916'DIRECTION OF THE FOUR
 HX2916'WITNESS POST, DUE TO BEING OBSTRUCTED BY THE LEGS OF POLE TOWER.
 HX2916'
 HX2916'TO REACH DESCRIPTION OF 1952 ARE CORRECT.
 HX2916'
 HX2916'OBSERVATIONS WERE TAKEN FROM A 56 FOOT POLE TOWER.
 HX2916
 HX2916                          STATION RECOVERY (1984)
 HX2916
 HX2916'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (AV)
 HX2916'STATION NOT RECOVERED.  NEW BLDG. AT SITE.  UNABLE TO LOCATE
 HX2916'STATION OR REF MARKS, UNDERGROUND STATION MAY STILL REMAIN.
 HX2916'PARKING LOT AT LOCATION OF AZIMUTH MARK.  C.Z. BRYANT RESIDENCE
 HX2916'GONE.  AZIMUTH NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3158 ***********************************************************************
 HX3158  SACS        -  This is a Secondary Airport Control Station.
 HX3158  DESIGNATION -  SUMPORT
 HX3158  PID         -  HX3158
 HX3158  STATE/COUNTY-  WV/NICHOLAS
 HX3158  USGS QUAD   -  MOUNT NEBO (1976)
 HX3158
 HX3158                         *CURRENT SURVEY CONTROL
 HX3158  ___________________________________________________________________
 HX3158* NAD 83(1995)-  38 14 05.55579(N)    080 52 03.12914(W)     ADJUSTED  
 HX3158* NAVD 88     -       554.33   (meters)    1818.7    (feet)  GPS OBS   
 HX3158  ___________________________________________________________________
 HX3158  X           -     796,245.630 (meters)                     COMP
 HX3158  Y           -  -4,953,154.926 (meters)                     COMP
 HX3158  Z           -   3,926,278.823 (meters)                     COMP
 HX3158  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 HX3158  ELLIP HEIGHT-         522.85  (meters)          (12/03/01) GPS OBS
 HX3158  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 HX3158
 HX3158  HORZ ORDER  -  FIRST
 HX3158  ELLP ORDER  -  FOURTH    CLASS II
 HX3158
 HX3158.This mark is at Summerville Airport (I07)
 HX3158
 HX3158.The horizontal coordinates were established by GPS observations
 HX3158.and adjusted by the National Geodetic Survey in August 1997..
 HX3158
 HX3158.The orthometric height was determined by GPS observations and a
 HX3158.high-resolution geoid model.
 HX3158
 HX3158.GPS derived orthometric heights for airport stations designated as
 HX3158.PACS or SACS are published to 2 decimal places.  This maintains
 HX3158.centimeter relative accuracy between the PACS and SACS.  It does
 HX3158.not indicate centimeter accuracy relative to other marks which are
 HX3158.part of the NAVD 88 network.
 HX3158
 HX3158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX3158
 HX3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3158
 HX3158.The ellipsoidal height was determined by GPS observations
 HX3158.and is referenced to NAD 83.
 HX3158
 HX3158.The geoid height was determined by GEOID03.
 HX3158
 HX3158;                    North         East     Units Scale Factor Converg.
 HX3158;SPC WV S     -   137,065.431   611,596.583   MT  0.99992606   +0 04 54.8
 HX3158;UTM  17      - 4,231,883.883   511,592.808   MT  0.99960166   +0 04 55.1
 HX3158
 HX3158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3158!SPC WV S     -   0.99991797  x   0.99992606  =   0.99984403
 HX3158!UTM  17      -   0.99991797  x   0.99960166  =   0.99951966
 HX3158
 HX3158:                Primary Azimuth Mark                     Grid Az
 HX3158:SPC WV S     -  SUMPORT AZ MK                            216 39 18.1
 HX3158:UTM  17      -  SUMPORT AZ MK                            216 39 17.8
 HX3158
 HX3158|---------------------------------------------------------------------|
 HX3158| PID    Reference Object                     Distance      Geod. Az  |
 HX3158|                                                           dddmmss.s |
 HX3158| HX3161 SUMPORT AZ MK                       APPROX. 0.9 KM 2164412.9 |
 HX3158| AA9349 I07 A                               476.479 METERS 2204933.2 |
 HX3158|---------------------------------------------------------------------|
 HX3158
 HX3158                          SUPERSEDED SURVEY CONTROL
 HX3158
 HX3158  ELLIP H (08/26/97)  522.89   (m)                       GP(       ) 4 2
 HX3158  NAD 83(1986)-  38 14 05.56755(N)    080 52 03.13490(W) AD(       ) 3
 HX3158  NAD 27      -  38 14 05.15957(N)    080 52 03.79645(W) AD(       ) 3
 HX3158  NGVD 29 (03/22/89)  554.3    (m)         1819.     (f) GPS OBS        
 HX3158
 HX3158.Superseded values are not recommended for survey control.
 HX3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3158.See file dsdata.txt to determine how the superseded data were derived.
 HX3158
 HX3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC1159331884(NAD 83)
 HX3158_MARKER: DH = HORIZONTAL CONTROL DISK
 HX3158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX3158_STAMPING: SUMPORT 1986
 HX3158_MARK LOGO: NGS   
 HX3158_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX3158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX3158+STABILITY: SURFACE MOTION
 HX3158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX3158+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1995
 HX3158
 HX3158  HISTORY     - Date     Condition        Report By
 HX3158  HISTORY     - 1986     MONUMENTED       NGS
 HX3158  HISTORY     - 19880523 GOOD
 HX3158  HISTORY     - 19950621 GOOD             NGS
 HX3158
 HX3158                          STATION DESCRIPTION
 HX3158
 HX3158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 HX3158'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 HX3158'SOUTH-SOUTHWEST OF SUMMERSVILLE, AT THE SUMMERSVILLE AIRPORT, AT
 HX3158'THE NORTHEAST CORNER OF THE SINGLE RUNWAY.
 HX3158'OWNERSHIP--U.S. ARMY CORPS OF ENGINEERS AND IS LEASED BY THE
 HX3158'COUNTY, C/O AIRPORT MANAGER GERALD RADER, 602 LINCOLN STREET,
 HX3158'SUMMERSVILLE WV 26651.  PHONE (304) 872-3660.
 HX3158'
 HX3158'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE
 HX3158'HIGHWAY 41 AT THE SOUTHEAST EDGE OF SUMMERSVILLE, GO
 HX3158'SOUTH FOR 1.6 KM (1.0 MI) ON HIGHWAYS 19 AND 41 TO A SIDE ROAD ON
 HX3158'THE RIGHT.
 HX3158'TURN RIGHT AND GO WEST FOR 3.1 KM (1.9 MI) ON A PAVED ROAD TO A
 HX3158'Y-FORK.
 HX3158'TAKE THE LEFT FORK AND GO SOUTHWEST FOR
 HX3158'0.9 KM (0.55 MI) ON ROAD TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 HX3158'AND GO WEST FOR 0.2 KM (0.1 MI) TO A GATE AT THE AIRPORT.  PASS
 HX3158'THROUGH THE GATE AND GO WEST THEN NORTH AROUND THE AIRPORT OFFICE
 HX3158'TRAILER FOR 0.1 KM (0.05 MI) TO THE RUNWAY.  TURN RIGHT AND GO
 HX3158'NORTHEAST FOR 0.2 KM (0.1 MI) ALONG THE RUNWAY TO THE AIRPLANE
 HX3158'TURNAROUND, END OF THE RUNWAY AND THE STATION.
 HX3158'
 HX3158'THE STATION IS A STANDARD NGS DISK
 HX3158'STAMPED---SUMPORT 1986---,
 HX3158'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HX3158'32 CM IN DIAMETER RECESSED 4 CM BELOW GROUND.  LOCATED
 HX3158'14.4 METERS (47.2 FT) WEST-NORTHWEST FROM A HIGH POWER LANDING
 HX3158'LIGHT BOX,
 HX3158'13.4 METERS (44.0 FT) SOUTHEAST FROM THE CENTER OF THE RUNWAY,
 HX3158'7.5 METERS (24.6 FT) NORTHEAST FROM THE CENTER OF THE TURNAROUND,
 HX3158'5.6 METERS (18.4 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF AND IN
 HX3158'LINE WITH THE END OF THE RUNWAY.
 HX3158'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HX3158'STAMPED---SUMPORT 1986---,
 HX3158'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 HX3158'
 HX3158'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 HX3158
 HX3158                          STATION RECOVERY (1988)
 HX3158
 HX3158'RECOVERED 1988
 HX3158'RECOVERED IN GOOD CONDITION.
 HX3158
 HX3158                          STATION RECOVERY (1995)
 HX3158
 HX3158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 HX3158'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTH-SOUTHWEST OF
 HX3158'SUMMERSVILLE AT THE SUMMERSVILLE AIRPORT, AT THE NORTHEAST CORNER OF
 HX3158'THE SINGLE RUNWAY.  OWNERSHIP--U.S.  ARMY CORPS OF ENGINEERS AND IS
 HX3158'LEASED BY THE COUNTY.  AIRPORT MANAGER IS GERALD L.  RADER, 602
 HX3158'LINCOLN STREET, SUMMERSVILLE, W.V.  26651.  PHONE 304-872-3660.  TO
 HX3158'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 19 AND STATE HIGHWAY 41 AT
 HX3158'THE SOUTHEAST EDGE OF SUMMERSVILLE, GO SOUTHWEST ON HIGHWAYS 19 AND 41
 HX3158'FOR 1.6 KM (1.00 MI) TO A PAVED ROAD RIGHT (AIRPORT ROAD) .  TURN
 HX3158'RIGHT, WEST, ON AIRPORT ROAD FOR 3.1 KM (1.90 MI) TO A Y-JUNCTION.
 HX3158'TURN LEFT, SOUTHEASTERLY, ON THE ROAD FOR 0.9 KM (0.55 MI) TO A PAVED
 HX3158'ROAD RIGHT.  TURN RIGHT, WEST, ON THE ROAD FOR 0.2 KM (0.10 MI) TO A
 HX3158'GATE AT THE APRON.  PASS THROUGH THE GATE AND TURN RIGHT, WEST, THEN
 HX3158'NORTHWEST, ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO THE RUNWAY.  TURN
 HX3158'RIGHT, NORTHEAST, ALONG THE RUNWAY FOR 0.2 KM (0.10 MI) TO THE
 HX3158'AIRPLANE TURNAROUND, THE END OF THE RUNWAY AND THE STATION.  THE
 HX3158'STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST SET 4 CM
 HX3158'BELOW THE GROUND SURFACE.  IT IS 14.4 M (47.2 FT) WEST-NORTHWEST OF A
 HX3158'REIL LIGHT, 13.4 M (44.0 FT) SOUTHEAST OF THE CENTER OF THE RUNWAY,
 HX3158'7.5 M (24.6 FT) NORTHEAST OF THE CENTER OF THE TURNAROUND, 5.7 M (18.7
 HX3158'FT) SOUTHEAST OF THE NORTHEAST CORNER OF AND IN LINE WITH THE END OF
 HX3158'THE RUNWAY, AND 0.2 M (0.7 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 HX3158'DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3161 ***********************************************************************
 HX3161  SACS        -  This is a Secondary Airport Control Station.
 HX3161  DESIGNATION -  SUMPORT AZ MK
 HX3161  PID         -  HX3161
 HX3161  STATE/COUNTY-  WV/NICHOLAS
 HX3161  USGS QUAD   -  MOUNT NEBO (1976)
 HX3161
 HX3161                         *CURRENT SURVEY CONTROL
 HX3161  ___________________________________________________________________
 HX3161* NAD 83(1995)-  38 13 42.18957(N)    080 52 25.23775(W)     ADJUSTED  
 HX3161* NAVD 88     -       550.65   (meters)    1806.6    (feet)  GPS OBS   
 HX3161  ___________________________________________________________________
 HX3161  X           -     795,784.982 (meters)                     COMP
 HX3161  Y           -  -4,953,677.627 (meters)                     COMP
 HX3161  Z           -   3,925,710.558 (meters)                     COMP
 HX3161  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 HX3161  ELLIP HEIGHT-         519.16  (meters)          (12/03/01) GPS OBS
 HX3161  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HX3161
 HX3161  HORZ ORDER  -  FIRST
 HX3161  ELLP ORDER  -  FOURTH    CLASS II
 HX3161
 HX3161.This mark is at Summerville Airport (I07)
 HX3161
 HX3161.The horizontal coordinates were established by GPS observations
 HX3161.and adjusted by the National Geodetic Survey in August 1997..
 HX3161
 HX3161.The orthometric height was determined by GPS observations and a
 HX3161.high-resolution geoid model.
 HX3161
 HX3161.GPS derived orthometric heights for airport stations designated as
 HX3161.PACS or SACS are published to 2 decimal places.  This maintains
 HX3161.centimeter relative accuracy between the PACS and SACS.  It does
 HX3161.not indicate centimeter accuracy relative to other marks which are
 HX3161.part of the NAVD 88 network.
 HX3161
 HX3161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX3161
 HX3161.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3161
 HX3161.The ellipsoidal height was determined by GPS observations
 HX3161.and is referenced to NAD 83.
 HX3161
 HX3161.The geoid height was determined by GEOID03.
 HX3161
 HX3161;                    North         East     Units Scale Factor Converg.
 HX3161;SPC WV S     -   136,344.270   611,059.926   MT  0.99992597   +0 04 41.1
 HX3161;UTM  17      - 4,231,162.956   511,056.326   MT  0.99960151   +0 04 41.4
 HX3161
 HX3161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3161!SPC WV S     -   0.99991855  x   0.99992597  =   0.99984452
 HX3161!UTM  17      -   0.99991855  x   0.99960151  =   0.99952009
 HX3161
 HX3161:                Primary Azimuth Mark                     Grid Az
 HX3161:SPC WV S     -  SUMPORT                                  036 39 18.1
 HX3161:UTM  17      -  SUMPORT                                  036 39 17.8
 HX3161
 HX3161|---------------------------------------------------------------------|
 HX3161| PID    Reference Object                     Distance      Geod. Az  |
 HX3161|                                                           dddmmss.s |
 HX3161| HX3158 SUMPORT                             APPROX. 0.9 KM 0364359.2 |
 HX3161|---------------------------------------------------------------------|
 HX3161
 HX3161                          SUPERSEDED SURVEY CONTROL
 HX3161
 HX3161  ELLIP H (08/26/97)  519.21   (m)                       GP(       ) 4 2
 HX3161  NAD 83(1986)-  38 13 42.19262(N)    080 52 25.25058(W) AD(       ) 3
 HX3161  NAD 27      -  38 13 41.78845(N)    080 52 25.90508(W) AD(       ) 3
 HX3161  NGVD 29 (03/22/89)  550.9    (m)         1807.     (f) GPS OBS        
 HX3161
 HX3161.Superseded values are not recommended for survey control.
 HX3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3161.See file dsdata.txt to determine how the superseded data were derived.
 HX3161
 HX3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC1105631163(NAD 83)
 HX3161_MARKER: DZ = AZIMUTH MARK DISK
 HX3161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX3161_STAMPING: SUMPORT AZ MK
 HX3161_MARK LOGO: NGS   
 HX3161_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX3161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX3161+STABILITY: SURFACE MOTION
 HX3161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX3161+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1995
 HX3161
 HX3161  HISTORY     - Date     Condition        Report By
 HX3161  HISTORY     - 1986     MONUMENTED       NGS
 HX3161  HISTORY     - 19880523 GOOD
 HX3161  HISTORY     - 19950621 GOOD             NGS
 HX3161
 HX3161                          STATION DESCRIPTION
 HX3161
 HX3161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 HX3161'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 HX3161'SOUTH-SOUTHWEST OF SUMMERSVILLE, AT THE SUMMERSVILLE AIRPORT, IN
 HX3161'THE GRASS ISLAND FORMED BY THE AIRPORT TURNAROUND, AT THE SOUTHWEST
 HX3161'END OF THE SINGLE RUNWAY.
 HX3161'OWNERSHIP--U.S. ARMY CORPS OF ENGINEERS AND IS LEASED BY THE
 HX3161'COUNTY, C/O AIRPORT MANAGER GERALD RADER, 602 LINCOLN STREET,
 HX3161'SUMMERSVILLE WV 26651.  PHONE (304) 872-3660.
 HX3161'
 HX3161'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE
 HX3161'HIGHWAY 41 AT THE SOUTHEAST EDGE OF SUMMERSVILLE, GO
 HX3161'SOUTH FOR 1.6 KM (1.0 MI) ON HIGHWAYS 19 AND 41 TO A SIDE ROAD ON
 HX3161'THE RIGHT.
 HX3161'TURN RIGHT AND GO WEST FOR 3.1 KM (1.9 MI) ON A PAVED ROAD TO A
 HX3161'Y-FORK.
 HX3161'FOLLOW THE LEFT FORK AND GO SOUTHWEST FOR 0.9 KM (0.55 MI) ON THE
 HX3161'ROAD TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.2
 HX3161'KM (0.1 MI) TO A GATE AT THE AIRPORT.  PASS THROUGH GATE AND GO
 HX3161'WEST, THEN NORTH AROUND THE AIRPORT OFFICE TRAILER FOR 0.1 KM (0.05
 HX3161'MI) ACROSS THE TARMAC AND RAMP TO THE RUNWAY.  TURN LEFT AND GO
 HX3161'SOUTHWEST FOR 0.7 KM (0.45 MI) ALONG THE RUNWAY TO THE AIRPLANE
 HX3161'TURNAROUND AT THE SOUTHWEST END OF THE RUNWAY AND THE STATION ON
 HX3161'THE LEFT.
 HX3161'
 HX3161'THE STATION IS A STANDARD NGS DISK
 HX3161'STAMPED---SUMPORT 1986---,
 HX3161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HX3161'32 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 HX3161'22.3 METERS (73.2 FT) EAST FROM THE SOUTHEAST CORNER OF THE RUNWAY,
 HX3161'14.7 METERS (48.2 FT) SOUTHEAST FROM THE CENTER OF THE RUNWAY,
 HX3161'14.1 METERS (46.3 FT) NORTHEAST FROM THE CENTER OF THE TURNAROUND,
 HX3161'AND
 HX3161'7.7 METERS (25.3 FT) WEST FROM THE WEST CORNER OF A CONCRETE
 HX3161'DRAINAGE BASIN.
 HX3161'
 HX3161'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 HX3161
 HX3161                          STATION RECOVERY (1988)
 HX3161
 HX3161'RECOVERED 1988
 HX3161'RECOVERED IN GOOD CONDITION.
 HX3161
 HX3161                          STATION RECOVERY (1995)
 HX3161
 HX3161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 HX3161'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTH-SOUTHWEST OF
 HX3161'SUMMERSVILLE AT THE SUMMERSVILLE AIRPORT, NEAR THE SOUTHWEST END OF
 HX3161'THE SINGLE RUNWAY.  OWNERSHIP--U.S.  ARMY CORPS OF ENGINEERS AND IS
 HX3161'LEASED BY THE COUNTY.  AIRPORT MANAGER IS GERALD L.  RADER, 602
 HX3161'LINCOLN STREET, SUMMERSVILLE, W.V.  26651.  PHONE 304-872-3660.  TO
 HX3161'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 19 AND STATE HIGHWAY 41 AT
 HX3161'THE SOUTHEAST EDGE OF SUMMERSVILLE, GO SOUTHWEST ON HIGHWAYS 19 AND 41
 HX3161'FOR 1.6 KM (1.00 MI) TO A PAVED ROAD RIGHT (AIRPORT ROAD) .  TURN
 HX3161'RIGHT, WEST, ON AIRPORT ROAD FOR 3.1 KM (1.90 MI) TO A Y-JUNCTION.
 HX3161'TURN LEFT, SOUTHEASTERLY, ON THE ROAD FOR 0.9 KM (0.55 MI) TO A PAVED
 HX3161'ROAD RIGHT.  TURN RIGHT, WEST, ON THE ROAD FOR 0.2 KM (0.10 MI) TO A
 HX3161'GATE AT THE APRON.  PASS THROUGH THE GATE AND TURN RIGHT, WEST, THEN
 HX3161'NORTHWEST, ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO THE RUNWAY.  TURN
 HX3161'LEFT, SOUTHWEST, ALONG THE RUNWAY FOR 0.7 KM (0.45 MI) TO THE AIRPLANE
 HX3161'TURNAROUND AT THE SOUTHWEST END OF THE RUNWAY AND THE STATION ON THE
 HX3161'RIGHT.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST
 HX3161'SET 4 CM BELOW THE GROUND SURFACE.  IT IS 22.3 M (73.2 FT)
 HX3161'EAST-NORTHEAST OF THE SOUTH CORNER OF THE RUNWAY, 14.7 M (48.2 FT)
 HX3161'SOUTHEAST OF THE CENTER OF THE RUNWAY, 14.1 M (46.3 FT) NORTHEAST OF
 HX3161'THE CENTER OF THE TURNAROUND, 7.6 M (24.9 FT) WEST OF THE WEST CORNER
 HX3161'OF A CONCRETE DRAIN, AND 0.3 M (1.0 FT) NORTHWEST OF A FIBERGLASS
 HX3161'WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2934 ***********************************************************************
 HX2934  DESIGNATION -  SUTTON USE BUG RIDGE RAD MAST
 HX2934  PID         -  HX2934
 HX2934  STATE/COUNTY-  WV/BRAXTON
 HX2934  USGS QUAD   -  SUTTON (1976)
 HX2934
 HX2934                         *CURRENT SURVEY CONTROL
 HX2934  ___________________________________________________________________
 HX2934* NAD 83(1995)-  38 38 10.70570(N)    080 41 22.53816(W)     ADJUSTED  
 HX2934* NAVD 88     -                                                        
 HX2934  ___________________________________________________________________
 HX2934  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 HX2934  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 HX2934
 HX2934  HORZ ORDER  -  THIRD
 HX2934
 HX2934.The horizontal coordinates were established by classical geodetic methods
 HX2934.and adjusted by the National Geodetic Survey in April 1998..
 HX2934
 HX2934
 HX2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2934
 HX2934.The geoid height was determined by GEOID03.
 HX2934
 HX2934;                    North         East     Units Scale Factor Converg.
 HX2934;SPC WV S     -   181,660.296   627,025.253   MT  0.99995671   +0 11 30.8
 HX2934;UTM  17      - 4,276,464.148   527,015.692   MT  0.99960899   +0 11 37.7
 HX2934
 HX2934                          SUPERSEDED SURVEY CONTROL
 HX2934
 HX2934  NAD 83(1986)-  38 38 10.71260(N)    080 41 22.54867(W) AD(       ) 4
 HX2934  NAD 27      -  38 38 10.35100(N)    080 41 23.20500(W) AD(       ) 3
 HX2934
 HX2934.Superseded values are not recommended for survey control.
 HX2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2934.See file dsdata.txt to determine how the superseded data were derived.
 HX2934
 HX2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC2701676464(NAD 83)
 HX2934_MARKER: 42 = RADIO/TV MAST
 HX2934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2934+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 HX2934
 HX2934  HISTORY     - Date     Condition        Report By
 HX2934  HISTORY     - 1961     FIRST OBSERVED   CGS
 HX2934  HISTORY     - 20040522 GOOD             USPSQD
 HX2934
 HX2934                          STATION DESCRIPTION
 HX2934
 HX2934'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2934'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF SUTTON AND
 HX2934'ABOUT 4 MILES
 HX2934'SOUTH OF FLATWOODS.  IT IS MARKED BY A MAST APPROXIMATELY 90 FEET IN
 HX2934'HEIGHT AND PAINTED ORANGE AND
 HX2934'WHITE ALTERNATELY IN BANDS 10 FEET WIDE.  TO REACH THE
 HX2934'STATION FROM THE TRAFFIC LIGHT IN SUTTON CROSS
 HX2934'BRIDGE OVER ELK RIVER AND TURN LEFT
 HX2934'ON CENTRALIA ROAD FOR 0.85 MILE TO A WOODEN BRIDGE.  CROSS BRIDGE
 HX2934'AND TURN SHARP LEFT FOR 0.05 MILE
 HX2934'TO THREE FORKS.  TAKE RIGHT FORK ON NARROW ASPHALT ROAD FOR 1.5 MILES
 HX2934'TO END OF ASPHALT, CONTINUE ON
 HX2934'ROCK BASE ROAD FOR 0.70 MILE TO A ROCK ROAD ON LEFT.
 HX2934'TURN LEFT ON ROAD FOR 0.05 MILE TO MAST AND
 HX2934'INTERSECTION STATION AS DESCRIBED.
 HX2934
 HX2934                          STATION RECOVERY (2004)
 HX2934
 HX2934'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 HX2934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2129 ***********************************************************************
 JX2129  DESIGNATION -  SWEARINGER USGS 1944
 JX2129  PID         -  JX2129
 JX2129  STATE/COUNTY-  WV/WOOD
 JX2129  USGS QUAD   -  PETROLEUM (1987)
 JX2129
 JX2129                         *CURRENT SURVEY CONTROL
 JX2129  ___________________________________________________________________
 JX2129* NAD 83(1995)-  39 11 36.36500(N)    081 19 57.00376(W)     ADJUSTED  
 JX2129* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 JX2129  ___________________________________________________________________
 JX2129  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 JX2129  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JX2129
 JX2129  HORZ ORDER  -  SECOND
 JX2129
 JX2129.The horizontal coordinates were established by classical geodetic methods
 JX2129.and adjusted by the National Geodetic Survey in April 1998..
 JX2129
 JX2129.The orthometric height was scaled from a topographic map.
 JX2129
 JX2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2129
 JX2129.The geoid height was determined by GEOID03.
 JX2129
 JX2129;                    North         East     Units Scale Factor Converg.
 JX2129;SPC WV N     -    78,597.426   441,706.034   MT  0.99996906   -1 10 07.4
 JX2129;UTM  17      - 4,338,295.250   471,286.678   MT  0.99961015   -0 12 36.4
 JX2129
 JX2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2129!SPC WV N     -   0.99995656  x   0.99996906  =   0.99992563
 JX2129!UTM  17      -   0.99995656  x   0.99961015  =   0.99956673
 JX2129
 JX2129                          SUPERSEDED SURVEY CONTROL
 JX2129
 JX2129  NAD 83(1986)-  39 11 36.36975(N)    081 19 57.01076(W) AD(       ) 2
 JX2129  NAD 27      -  39 11 36.09600(N)    081 19 57.58800(W) AD(       ) 2
 JX2129
 JX2129.Superseded values are not recommended for survey control.
 JX2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2129.See file dsdata.txt to determine how the superseded data were derived.
 JX2129
 JX2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7128738295(NAD 83)
 JX2129_MARKER: DS = TRIANGULATION STATION DISK
 JX2129_SETTING: 0 = UNSPECIFIED SETTING
 JX2129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2129
 JX2129  HISTORY     - Date     Condition        Report By
 JX2129  HISTORY     - 1944     MONUMENTED       USGS
 JX2129
 JX2129                          STATION DESCRIPTION
 JX2129
 JX2129'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 JX2129'STATION IS LOCATED ABOUT 12 MILES ESE OF PARKERSBURG, ABOUT 4 MILES
 JX2129'SW OF VOLCANO, 2-1/2
 JX2129'MILES E OF WALKER, ON A PROMINENT BARE HILL OWNED
 JX2129'BY A.D. IRELAND.  IT IS 11 FEET
 JX2129'SE OF A TRIANULAR BLAZE ON A 15-INCH
 JX2129'PINE TREE AND 9.438 METERS FROM STATION WALKER.
 JX2129'
 JX2129'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JX2129'STATE HIGHWAY 47
 JX2129'IN PARKERSBURG, GO DE ON HIGHWAY 47 FOR 10 MILES
 JX2129'TO BRIDGE OVER WALKER CREEK,
 JX2129'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE
 JX2129'TO A GRAVEL FORK LEFT (WALKER ROAD), TURN LEFT
 JX2129'AND FOLLOW MAIN
 JX2129'ROAD FOR 3.05 MILES TO THE RIALROAD TRACKS, CROSS TRACKS AND GO
 JX2129'1.1 MILES TO
 JX2129'WALKER RAILROAD STATION, CONTINUE STRAIGHT AHEAD
 JX2129'FOR 1.95 MILES TO A DIM DIRT
 JX2129'ROAD LEFT AND END OF TRUCK TRAVEL.
 JX2129'FROM HERE GO NE TO TOP OF RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3453 ***********************************************************************
 HW3453  DESIGNATION -  SWEEDLIN
 HW3453  PID         -  HW3453
 HW3453  STATE/COUNTY-  WV/PENDLETON
 HW3453  USGS QUAD   -  FORT SEYBERT (1979)
 HW3453
 HW3453                         *CURRENT SURVEY CONTROL
 HW3453  ___________________________________________________________________
 HW3453* NAD 83(1995)-  38 44 47.75051(N)    079 08 30.93030(W)     ADJUSTED  
 HW3453* NAVD 88     -       703.1    (meters)    2307.     (feet)  VERTCON   
 HW3453  ___________________________________________________________________
 HW3453  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 HW3453  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 HW3453
 HW3453  HORZ ORDER  -  THIRD
 HW3453
 HW3453.The horizontal coordinates were established by classical geodetic methods
 HW3453.and adjusted by the National Geodetic Survey in April 1998..
 HW3453
 HW3453.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3453
 HW3453.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3453
 HW3453.The geoid height was determined by GEOID03.
 HW3453
 HW3453;                    North         East     Units Scale Factor Converg.
 HW3453;SPC WV S     -   195,476.955   761,515.829   MT  0.99997373   +1 08 55.2
 HW3453;SPC VA N     - 2,120,066.468 3,444,197.731   MT  0.99995092   -0 24 02.3
 HW3453;SPC VA N     - 6,955,584.74 11,299,838.72   sFT  0.99995092   -0 24 02.3
 HW3453;UTM  17      - 4,290,295.848   661,472.476   MT  0.99992108   +1 09 47.4
 HW3453
 HW3453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3453!SPC WV S     -   0.99989466  x   0.99997373  =   0.99986839
 HW3453!SPC VA N     -   0.99989466  x   0.99995092  =   0.99984558
 HW3453!UTM  17      -   0.99989466  x   0.99992108  =   0.99981574
 HW3453
 HW3453|---------------------------------------------------------------------|
 HW3453| PID    Reference Object                     Distance      Geod. Az  |
 HW3453|                                                           dddmmss.s |
 HW3453| DC4422 SWEEDLIN RM 1                        13.592 METERS 03632     |
 HW3453| HW3441 COW KNOB LOOKOUT TOWER              APPROX. 7.5 KM 1434744.9 |
 HW3453| DC4423 SWEEDLIN RM 2                        15.560 METERS 27458     |
 HW3453|---------------------------------------------------------------------|
 HW3453
 HW3453                          SUPERSEDED SURVEY CONTROL
 HW3453
 HW3453  NAD 83(1995)-  38 44 47.75088(N)    079 08 30.93043(W) AD(       ) 3
 HW3453  NAD 83(1986)-  38 44 47.75270(N)    079 08 30.93386(W) AD(       ) 3
 HW3453  NAD 27      -  38 44 47.34280(N)    079 08 31.80700(W) AD(       ) 3
 HW3453  NGVD 29 (07/19/86)  703.2    (m)         2307.     (f) VERT ANG       
 HW3453
 HW3453.Superseded values are not recommended for survey control.
 HW3453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3453.See file dsdata.txt to determine how the superseded data were derived.
 HW3453
 HW3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC6147290296(NAD 83)
 HW3453_MARKER: DS = TRIANGULATION STATION DISK
 HW3453_SETTING: 80 = SET IN A BOULDER
 HW3453_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3453
 HW3453  HISTORY     - Date     Condition        Report By
 HW3453  HISTORY     - 1956     MONUMENTED       CGS
 HW3453
 HW3453                          STATION DESCRIPTION
 HW3453
 HW3453'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3453'THE STATION IS LOCATED AIRLINE, ABOUT 13 MILES NORTHEAST OF FRANKLIN
 HW3453'AND ABOUT 11 MILES
 HW3453'NORTH-NORTHEAST OF BRANDYWINE ON THE HIGHEST POINT OF SWEEDLIN
 HW3453'MOUNTAIN WHICH IS A NORTH-SOUTH
 HW3453'RIDGE.
 HW3453'
 HW3453'THE STATION IS A STANDARD DISK STAMPED SWEEDLIN 1956 SET IN A DRILL
 HW3453'HOLE IN A LARGE BOULDER WHICH
 HW3453'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 10 FEET
 HW3453'SOUTH-SOUTHWEST OF A WHITE WITNESS POST.
 HW3453'
 HW3453'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SWEEDLIN NO 1
 HW3453'1956 SET IN A DRILL HOLE IN A
 HW3453'LARGE BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS
 HW3453'ABOUT 2 FEET LOWER THAN THE STATION.
 HW3453'
 HW3453'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SWEEDLIN NO 2
 HW3453'1956 SET IN A DRILL HOLE IN A
 HW3453'LARGE BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS
 HW3453'ABOUT 4 FEET LOWER THAN THE STATION.
 HW3453'
 HW3453'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 220 AND 33 IN
 HW3453'FRANKLIN, GO EAST ON US HIGHWAY 33
 HW3453'FOR 8.2 MILES TO A POINT WHERE THE HIGHWAY TURNS RIGHT AT THE SMALL
 HW3453'VILLAGE OF OAK FLATS, TURN LEFT OFF
 HW3453'THE HIGHWAY AND GO NORTH ON THE GRAVELED ROAD FOR
 HW3453'1.2 MILES, TAKE THE LEFT FORK AND CONTINUE NORTH FOR
 HW3453'0.9 MILE TO THE POST OFFICE IN THE
 HW3453'SMALL VILLAGE OF FORT SEYBERT, CONTINUE NORTHERLY ON THE MAIN
 HW3453'TRAVELED ROAD FOR 1.1 MILES TO A SIDE
 HW3453'ROAD, LEFT, CONTINUE STRAIGHT AHEAD NORTHERLY AND THEN EASTERLY,
 HW3453'CROSSING A STEEL BRIDGE, THEN
 HW3453'NORTH AGAIN FOR 2.1 MILES TO A SIDE ROAD LEFT, TURN LEFT ONTO THE
 HW3453'SIDE ROAD AS PER SIGNS FAME 4, HARDY
 HW3453'CO. 6, AND GO NORTHERLY FOR 0.7 MILE, TURN RIGHT,
 HW3453'CROSS THE BRIDGE AND CONTINUE NORTHERLY FOR 1.2 MILES
 HW3453'TO A CHURCH ON THE LEFT, WEST SIDE,
 HW3453'CONTINUE STRAIGHT AHEAD, NORTHERLY FOR 1.1 MILES, TAKE THE RIGHT FORK
 HW3453'AND KEEP STRAIGHT AHEAD, NORTH FOR
 HW3453'0.5 MILE TO A RIGHT ANGLE BEND IN THE ROAD AND A BOARD GATE, PASS
 HW3453'THROUGH THE GATE AND GO EAST FOR
 HW3453'0.2 MILE TO THE HOME OF MR. ED REXRODE.  TURN SHARP
 HW3453'LEFT OFF THE MAIN ROAD ONTO A FAINT TRACK ROAD,
 HW3453'JUST AFTER PASSING THE HOUSE AND FOLLOW
 HW3453'THE FAINT TRACK ROAD NORTHERLY FOR 0.15 MILE TO A THREE STRAND
 HW3453'FENCE LINE, PASS THROUGH THE FENCE
 HW3453'LINE AND CONTINUE NORTHERLY ON THE TRACK ROAD FOR 1.4 MILES TO A
 HW3453'BOARD GATE, PASS THROUGH THE GATE
 HW3453'AND GO NORTHERLY ON THE TRACK ROAD FOR 0.1 MILE TO SOME OLD
 HW3453'BUILDINGS, TURN RIGHT, GO ABOUT 100 FEET
 HW3453'TO A SECOND BOARD GATE WHICH IS JUST NORTH OF AN OLD
 HW3453'SAWMILL SITE, PASS THROUGH THE GATE AND GO
 HW3453'EASTERLY ON THE TRACK ROAD FOR 0.05 MILE TO
 HW3453'A FORK AND A TRIANGULAR BLAZE ON AN OAK TREE, TAKE THE RIGHT
 HW3453'FORK AND FOLLOW THE TRACK ROAD
 HW3453'SOUTHERLY UPHILL AND ALONG THE RIDGE FOR 0.6 MILE TO A ROCKY MOUND, A
 HW3453'WHITE WITNESS POST AND THE STATION ON
 HW3453'THE LEFT, EAST SIDE.  THE TRACK ROAD FROM THE HOME OF MR. ED.
 HW3453'REXRODE TO THE STATION IS THROUGH TIMBER
 HW3453'AND IS NARROW AND BRUSHY, SO THE USE OF A FOUR-WHEEL
 HW3453'DRIVE VEHICLE IS ADVISABLE, PREFERABLY A JEEP.
 HW3453'
 HW3453'HEIGHT OF LIGHT ABOVE STATION MARK 15.780 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0776 ***********************************************************************
 KY0776  DESIGNATION -  T
 KY0776  PID         -  KY0776
 KY0776  STATE/COUNTY-  WV/OHIO
 KY0776  USGS QUAD   -  WHEELING (1994)
 KY0776
 KY0776                         *CURRENT SURVEY CONTROL
 KY0776  ___________________________________________________________________
 KY0776* NAD 83(1986)-  40 06 36.     (N)    080 41 52.     (W)     SCALED    
 KY0776* NAVD 88     -       211.318  (meters)     693.30   (feet)  ADJUSTED  
 KY0776  ___________________________________________________________________
 KY0776  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0776  DYNAMIC HT  -         211.203 (meters)     692.92  (feet)  COMP
 KY0776  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 KY0776
 KY0776  VERT ORDER  -  FIRST     CLASS II
 KY0776
 KY0776.The horizontal coordinates were scaled from a topographic map and have
 KY0776.an estimated accuracy of +/- 6 seconds.
 KY0776
 KY0776.The orthometric height was determined by differential leveling
 KY0776.and adjusted by the National Geodetic Survey in June 1991..
 KY0776
 KY0776.The geoid height was determined by GEOID03.
 KY0776
 KY0776.The dynamic height is computed by dividing the NAVD 88
 KY0776.geopotential number by the normal gravity value computed on the
 KY0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0776.degrees latitude (g = 980.6199 gals.).
 KY0776
 KY0776.The modeled gravity was interpolated from observed gravity values.
 KY0776
 KY0776;                    North         East    Units  Estimated Accuracy
 KY0776;SPC WV N     -   179,420.      497,890.      MT  (+/- 180 meters Scaled)
 KY0776
 KY0776                          SUPERSEDED SURVEY CONTROL
 KY0776
 KY0776  NGVD 29 (??/??/92)  211.478  (m)          693.82   (f) ADJ UNCH    1 2
 KY0776
 KY0776.Superseded values are not recommended for survey control.
 KY0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0776.See file dsdata.txt to determine how the superseded data were derived.
 KY0776
 KY0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE257400(NAD 83)
 KY0776_MARKER: DD = SURVEY DISK
 KY0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0776_MARK LOGO: CGS+SS
 KY0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0776+STABILITY: SURFACE MOTION
 KY0776
 KY0776  HISTORY     - Date     Condition        Report By
 KY0776  HISTORY     - UNK      MONUMENTED       WVGS
 KY0776  HISTORY     - 1936     GOOD             NGS
 KY0776  HISTORY     - 1983     GOOD             NGS
 KY0776
 KY0776                          STATION DESCRIPTION
 KY0776
 KY0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0776'3.8 MI NE FROM WHEELING.
 KY0776'AT WHEELING, OHIO COUNTY, 3.8 MILES NORTHEAST FROM THE
 KY0776'PENNSYLVANIA RAILROAD FREIGHT STATION, NEAR THE INTERSECTION OF
 KY0776'WARWOOD AVENUE AND SEVENTH STREET, 33 FEET EAST OF THE CENTER
 KY0776'OF WARWOOD AVENUE, IN FRONT OF 704 WARWOOD STREET, AND 4 FEET
 KY0776'WEST OF A CONCRETE WALL.  A STATE SURVEY STANDARD DISK, SET IN
 KY0776'THE TOP OF A CONCRETE POST.
 KY0776
 KY0776                          STATION RECOVERY (1983)
 KY0776
 KY0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1491 ***********************************************************************
 HX1491  DESIGNATION -  T 10
 HX1491  PID         -  HX1491
 HX1491  STATE/COUNTY-  WV/BRAXTON
 HX1491  USGS QUAD   -  BURNSVILLE (1989)
 HX1491
 HX1491                         *CURRENT SURVEY CONTROL
 HX1491  ___________________________________________________________________
 HX1491* NAD 83(1986)-  38 48 09.     (N)    080 38 39.     (W)     SCALED    
 HX1491* NAVD 88     -       240.592  (meters)     789.34   (feet)  ADJUSTED  
 HX1491  ___________________________________________________________________
 HX1491  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HX1491  DYNAMIC HT  -         240.435 (meters)     788.83  (feet)  COMP
 HX1491  MODELED GRAV-     979,969.4   (mgal)                       NAVD 88
 HX1491
 HX1491  VERT ORDER  -  SECOND    CLASS 0
 HX1491
 HX1491.The horizontal coordinates were scaled from a topographic map and have
 HX1491.an estimated accuracy of +/- 6 seconds.
 HX1491
 HX1491.The orthometric height was determined by differential leveling
 HX1491.and adjusted by the National Geodetic Survey in June 1991..
 HX1491
 HX1491.The geoid height was determined by GEOID03.
 HX1491
 HX1491.The dynamic height is computed by dividing the NAVD 88
 HX1491.geopotential number by the normal gravity value computed on the
 HX1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1491.degrees latitude (g = 980.6199 gals.).
 HX1491
 HX1491.The modeled gravity was interpolated from observed gravity values.
 HX1491
 HX1491;                    North         East    Units  Estimated Accuracy
 HX1491;SPC WV S     -   200,120.      630,910.      MT  (+/- 180 meters Scaled)
 HX1491
 HX1491                          SUPERSEDED SURVEY CONTROL
 HX1491
 HX1491  NGVD 29 (??/??/92)  240.797  (m)          790.01   (f) ADJ UNCH    2 0
 HX1491
 HX1491.Superseded values are not recommended for survey control.
 HX1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1491.See file dsdata.txt to determine how the superseded data were derived.
 HX1491
 HX1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC308949(NAD 83)
 HX1491_MARKER: DB = BENCH MARK DISK
 HX1491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1491_SP_SET: ABUTMENT
 HX1491_STAMPING: T 10 1933
 HX1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1491
 HX1491  HISTORY     - Date     Condition        Report By
 HX1491  HISTORY     - 1933     MONUMENTED       CGS
 HX1491  HISTORY     - 1962     GOOD             NGS
 HX1491
 HX1491                          STATION DESCRIPTION
 HX1491
 HX1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1491'3 MI S FROM GEM.
 HX1491'ABOUT 2.95 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1491'FROM THE POST OFFICE AT GEM, SET ON TOP OF WEST END OF THE SOUTH
 HX1491'ABUTMENT OF A CONCRETE BRIDGE 786 OVER SALTLICK CREEK, 9 FEET
 HX1491'WEST OF THE WEST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 HX1491'TRACK.  NOTE-- 0.2 MILE NORTHWEST OF A ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1492 ***********************************************************************
 HX1492  DESIGNATION -  T 10 RESET 1964
 HX1492  PID         -  HX1492
 HX1492  STATE/COUNTY-  WV/BRAXTON
 HX1492  USGS QUAD   -  BURNSVILLE (1989)
 HX1492
 HX1492                         *CURRENT SURVEY CONTROL
 HX1492  ___________________________________________________________________
 HX1492* NAD 83(1986)-  38 48 09.     (N)    080 38 39.     (W)     SCALED    
 HX1492* NAVD 88     -       240.62   (+/-2cm)     789.4    (feet)  VERTCON   
 HX1492  ___________________________________________________________________
 HX1492  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HX1492
 HX1492  VERT ORDER  -  THIRD (See Below)
 HX1492
 HX1492.The horizontal coordinates were scaled from a topographic map and have
 HX1492.an estimated accuracy of +/- 6 seconds.
 HX1492
 HX1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX1492.The vertical order pertains to the NGVD 29 superseded value.
 HX1492
 HX1492.The geoid height was determined by GEOID03.
 HX1492
 HX1492;                    North         East    Units  Estimated Accuracy
 HX1492;SPC WV S     -   200,120.      630,910.      MT  (+/- 180 meters Scaled)
 HX1492
 HX1492                          SUPERSEDED SURVEY CONTROL
 HX1492
 HX1492  NGVD 29 (09/25/03)  240.83   (m)          790.1    (f) RESET       3  
 HX1492
 HX1492.Superseded values are not recommended for survey control.
 HX1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1492.See file dsdata.txt to determine how the superseded data were derived.
 HX1492
 HX1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC308949(NAD 83)
 HX1492_MARKER: DB = BENCH MARK DISK
 HX1492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1492_SP_SET: ABUTMENT
 HX1492_STAMPING: T 10 RESET 1964
 HX1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1492
 HX1492  HISTORY     - Date     Condition        Report By
 HX1492  HISTORY     - 1964     MONUMENTED       BORR
 HX1492  HISTORY     - 1965     GOOD             NGS
 HX1492
 HX1492                          STATION DESCRIPTION
 HX1492
 HX1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HX1492'1.8 MI N FROM ROLLYSON.
 HX1492'ABOUT 1.8 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1492'THE STATION AT ROLLYSON, 55 RAILS NORTH OF MILE POST R-65, AT
 HX1492'BRIDGE 786, IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT,
 HX1492'12 FEET WEST OF THE CENTERLINE OF TRACK, AND 1 FOOT LOWER THAN
 HX1492'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1239 ***********************************************************************
 JX1239  DESIGNATION -  T 101
 JX1239  PID         -  JX1239
 JX1239  STATE/COUNTY-  WV/WOOD
 JX1239  USGS QUAD   -  ROCKPORT (1975)
 JX1239
 JX1239                         *CURRENT SURVEY CONTROL
 JX1239  ___________________________________________________________________
 JX1239* NAD 83(1986)-  39 04 31.     (N)    081 34 13.     (W)     SCALED    
 JX1239* NAVD 88     -       236.116  (meters)     774.66   (feet)  POSTED    
 JX1239  ___________________________________________________________________
 JX1239  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX1239  DYNAMIC HT  -         235.970 (meters)     774.18  (feet)  COMP
 JX1239  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JX1239
 JX1239  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JX1239
 JX1239.The horizontal coordinates were scaled from a topographic map and have
 JX1239.an estimated accuracy of +/- 6 seconds.
 JX1239
 JX1239.The orthometric height was determined by differential leveling
 JX1239.and adjusted by the National Geodetic Survey in 1992..
 JX1239.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JX1239.rate greater than 8.0 mm/km.
 JX1239
 JX1239.The geoid height was determined by GEOID03.
 JX1239
 JX1239.The dynamic height is computed by dividing the NAVD 88
 JX1239.geopotential number by the normal gravity value computed on the
 JX1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1239.degrees latitude (g = 980.6199 gals.).
 JX1239
 JX1239.The modeled gravity was interpolated from observed gravity values.
 JX1239
 JX1239;                    North         East    Units  Estimated Accuracy
 JX1239;SPC WV N     -    65,930.      420,870.      MT  (+/- 180 meters Scaled)
 JX1239
 JX1239                          SUPERSEDED SURVEY CONTROL
 JX1239
 JX1239  NGVD 29 (??/??/92)  236.296  (m)          775.25   (f) ADJ UNCH    2 0
 JX1239
 JX1239.Superseded values are not recommended for survey control.
 JX1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1239.See file dsdata.txt to determine how the superseded data were derived.
 JX1239
 JX1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD506252(NAD 83)
 JX1239_MARKER: DB = BENCH MARK DISK
 JX1239_SETTING: 66 = SET IN ROCK OUTCROP
 JX1239_SP_SET: ROCK CUT
 JX1239_STAMPING: T 101 1956
 JX1239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1239+STABILITY: POSITION/ELEVATION WELL
 JX1239
 JX1239  HISTORY     - Date     Condition        Report By
 JX1239  HISTORY     - 1956     MONUMENTED       CGS
 JX1239
 JX1239                          STATION DESCRIPTION
 JX1239
 JX1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1239'1 MI W FROM ROCKPORT.
 JX1239'1.0 MILE WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AND JUNCTION
 JX1239'OF U.S. HIGHWAY 21 AT ROCKPORT, ABOUT 0.45 MILE WEST OF JUNCTION OF
 JX1239'A ROAD LEADING NORTHWEST TO WADEVILLE, SET VERTICALLY IN FACE OF
 JX1239'A ROCK LEDGE IN A ROCK CUT, 18 FEET NORTHEAST OF CENTER LINE OF
 JX1239'ROAD, 143 FEET EAST AND ACROSS ROAD FROM EAST CORNER OF LAWRENCE
 JX1239'HOLBERT RESIDENCE, 237 FEET SOUTHEAST OF NORTHEAST END OF A
 JX1239'36-INCH CONCRETE PIPE CULVERT UNDER ROAD, AND ABOUT 4 1/2 FEET
 JX1239'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2668 ***********************************************************************
 HX2668  DESIGNATION -  T 102
 HX2668  PID         -  HX2668
 HX2668  STATE/COUNTY-  WV/JACKSON
 HX2668  USGS QUAD   -  LIVERPOOL (1975)
 HX2668
 HX2668                         *CURRENT SURVEY CONTROL
 HX2668  ___________________________________________________________________
 HX2668* NAD 83(1986)-  38 57 51.     (N)    081 36 36.     (W)     SCALED    
 HX2668* NAVD 88     -       187.772  (meters)     616.05   (feet)  ADJUSTED  
 HX2668  ___________________________________________________________________
 HX2668  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 HX2668  DYNAMIC HT  -         187.651 (meters)     615.65  (feet)  COMP
 HX2668  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 HX2668
 HX2668  VERT ORDER  -  SECOND    CLASS 0
 HX2668
 HX2668.The horizontal coordinates were scaled from a topographic map and have
 HX2668.an estimated accuracy of +/- 6 seconds.
 HX2668
 HX2668.The orthometric height was determined by differential leveling
 HX2668.and adjusted by the National Geodetic Survey in June 1991..
 HX2668
 HX2668.The geoid height was determined by GEOID03.
 HX2668
 HX2668.The dynamic height is computed by dividing the NAVD 88
 HX2668.geopotential number by the normal gravity value computed on the
 HX2668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2668.degrees latitude (g = 980.6199 gals.).
 HX2668
 HX2668.The modeled gravity was interpolated from observed gravity values.
 HX2668
 HX2668;                    North         East    Units  Estimated Accuracy
 HX2668;SPC WV S     -   218,190.      547,130.      MT  (+/- 180 meters Scaled)
 HX2668
 HX2668                          SUPERSEDED SURVEY CONTROL
 HX2668
 HX2668  NGVD 29 (??/??/92)  187.945  (m)          616.62   (f) ADJ UNCH    2 0
 HX2668
 HX2668.Superseded values are not recommended for survey control.
 HX2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2668.See file dsdata.txt to determine how the superseded data were derived.
 HX2668
 HX2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD471129(NAD 83)
 HX2668_MARKER: DB = BENCH MARK DISK
 HX2668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2668_SP_SET: CULVERT
 HX2668_STAMPING: T 102 1956
 HX2668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2668
 HX2668  HISTORY     - Date     Condition        Report By
 HX2668  HISTORY     - 1956     MONUMENTED       CGS
 HX2668  HISTORY     - 1976     GOOD             NGS
 HX2668
 HX2668                          STATION DESCRIPTION
 HX2668
 HX2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2668'0.3 MI E FROM LOCKHART.
 HX2668'ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 21 FROM BALDERSONS STORE
 HX2668'AT LOCKHART, IN THE TOP OF NORTHWEST WING WALL OF AN 18-FOOT
 HX2668'CONCRETE CULVERT OVER MC GRAW RUN, 20 FEET NORTH OF CENTER LINE
 HX2668'OF HIGHWAY, 143 FEET SOUTHEAST OF SOUTHEAST CORNER OF LOCKHART
 HX2668'M.E. CHURCH, 38 FEET EAST OF CENTER LINE OF DRIVE TO CHURCH,
 HX2668'3/4 FEET NORTHEAST OF NORTHWEST CORNER OF NORTH HEAD WALL OF
 HX2668'CULVERT AND 1/2 FOOT BELOW LEVEL OF HIGHWAY.
 HX2668
 HX2668                          STATION RECOVERY (1976)
 HX2668
 HX2668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2451 ***********************************************************************
 HX2451  DESIGNATION -  T 103
 HX2451  PID         -  HX2451
 HX2451  STATE/COUNTY-  WV/JACKSON
 HX2451  USGS QUAD   -  RIPLEY (1975)
 HX2451
 HX2451                         *CURRENT SURVEY CONTROL
 HX2451  ___________________________________________________________________
 HX2451* NAD 83(1986)-  38 51 05.     (N)    081 41 53.     (W)     SCALED    
 HX2451* NAVD 88     -       194.482  (meters)     638.06   (feet)  ADJUSTED  
 HX2451  ___________________________________________________________________
 HX2451  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HX2451  DYNAMIC HT  -         194.355 (meters)     637.65  (feet)  COMP
 HX2451  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 HX2451
 HX2451  VERT ORDER  -  SECOND    CLASS 0
 HX2451
 HX2451.The horizontal coordinates were scaled from a topographic map and have
 HX2451.an estimated accuracy of +/- 6 seconds.
 HX2451
 HX2451.The orthometric height was determined by differential leveling
 HX2451.and adjusted by the National Geodetic Survey in June 1991..
 HX2451
 HX2451.The geoid height was determined by GEOID03.
 HX2451
 HX2451.The dynamic height is computed by dividing the NAVD 88
 HX2451.geopotential number by the normal gravity value computed on the
 HX2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2451.degrees latitude (g = 980.6199 gals.).
 HX2451
 HX2451.The modeled gravity was interpolated from observed gravity values.
 HX2451
 HX2451;                    North         East    Units  Estimated Accuracy
 HX2451;SPC WV S     -   205,720.      539,410.      MT  (+/- 180 meters Scaled)
 HX2451
 HX2451                          SUPERSEDED SURVEY CONTROL
 HX2451
 HX2451  NGVD 29 (??/??/92)  194.655  (m)          638.63   (f) ADJ UNCH    2 0
 HX2451
 HX2451.Superseded values are not recommended for survey control.
 HX2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2451.See file dsdata.txt to determine how the superseded data were derived.
 HX2451
 HX2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD394005(NAD 83)
 HX2451_MARKER: DB = BENCH MARK DISK
 HX2451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2451_SP_SET: CULVERT
 HX2451_STAMPING: T 103 1956
 HX2451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2451
 HX2451  HISTORY     - Date     Condition        Report By
 HX2451  HISTORY     - 1956     MONUMENTED       CGS
 HX2451
 HX2451                          STATION DESCRIPTION
 HX2451
 HX2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2451'2.4 MI NE FROM RIPLEY.
 HX2451'ABOUT 2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 21 FROM THE INTERSECTION
 HX2451'OF U.S. HIGHWAY 33 AND POST OFFICE AT RIPLEY, IN THE TOP OF THE
 HX2451'NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 4-FOOT
 HX2451'BOX CULVERT, 22 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 63
 HX2451'FEET SOUTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND A DRIVE EAST
 HX2451'ACROSS A STREAM TO A CONCRETE BLOCK HOUSE, 34 FEET EAST OF CENTER
 HX2451'OF JUNCTION OF HIGHWAY AND A DRIVE NORTHWEST TO A 1 1/2-STORY
 HX2451'WHITE FRAME HOUSE, 1 FOOT SOUTHWEST OF NORTHEAST END OF HEAD WALL
 HX2451'AND ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0319 ***********************************************************************
 HY0319  DESIGNATION -  T 104
 HY0319  PID         -  HY0319
 HY0319  STATE/COUNTY-  WV/MASON
 HY0319  USGS QUAD   -  CHESHIRE (1989)
 HY0319
 HY0319                         *CURRENT SURVEY CONTROL
 HY0319  ___________________________________________________________________
 HY0319* NAD 83(1986)-  38 54 51.     (N)    082 04 02.     (W)     SCALED    
 HY0319* NAVD 88     -       178.724  (meters)     586.36   (feet)  ADJUSTED  
 HY0319  ___________________________________________________________________
 HY0319  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HY0319  DYNAMIC HT  -         178.612 (meters)     586.00  (feet)  COMP
 HY0319  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 HY0319
 HY0319  VERT ORDER  -  SECOND    CLASS 0
 HY0319
 HY0319.The horizontal coordinates were scaled from a topographic map and have
 HY0319.an estimated accuracy of +/- 6 seconds.
 HY0319
 HY0319.The orthometric height was determined by differential leveling
 HY0319.and adjusted by the National Geodetic Survey in June 1991..
 HY0319
 HY0319.The geoid height was determined by GEOID03.
 HY0319
 HY0319.The dynamic height is computed by dividing the NAVD 88
 HY0319.geopotential number by the normal gravity value computed on the
 HY0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0319.degrees latitude (g = 980.6199 gals.).
 HY0319
 HY0319.The modeled gravity was interpolated from observed gravity values.
 HY0319
 HY0319;                    North         East    Units  Estimated Accuracy
 HY0319;SPC WV S     -   212,990.      507,440.      MT  (+/- 180 meters Scaled)
 HY0319
 HY0319                          SUPERSEDED SURVEY CONTROL
 HY0319
 HY0319  NGVD 29 (??/??/92)  178.918  (m)          587.00   (f) ADJ UNCH    2 0
 HY0319
 HY0319.Superseded values are not recommended for survey control.
 HY0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0319.See file dsdata.txt to determine how the superseded data were derived.
 HY0319
 HY0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD074077(NAD 83)
 HY0319_MARKER: DB = BENCH MARK DISK
 HY0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0319_STAMPING: T 104 1956
 HY0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0319+STABILITY: SURFACE MOTION
 HY0319
 HY0319  HISTORY     - Date     Condition        Report By
 HY0319  HISTORY     - 1956     MONUMENTED       CGS
 HY0319  HISTORY     - 1976     GOOD             NGS
 HY0319
 HY0319                          STATION DESCRIPTION
 HY0319
 HY0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0319'4.3 MI SE FROM LAKIN.
 HY0319'2.05 MILES SOUTH ALONG STATE HIGHWAY 62 FROM LAKIN STATE HOSPITAL
 HY0319'AT LAKIN, THENCE ABOUT 1.95 MILES SOUTHEAST ALONG A BLACK-TOP
 HY0319'ROAD, THENCE ABOUT 0.3 MILE NORTHEAST ALONG A BLACK TOP ROAD, 39
 HY0319'FEET NORTHWEST OF CENTER LINE OF ROAD, 159 FEET SOUTHWEST OF
 HY0319'JUNCTION OF A GRAVEL ROAD SOUTHEAST, 329 FEET NORTHEAST OF NORTHWEST
 HY0319'END OF A 36-INCH CONCRETE PIPE CULVERT UNDER BLACK TOP ROAD, 4 FEET
 HY0319'NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN
 HY0319'WITNESS POST, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 HY0319'OF A CONCRETE POST PROJECTING 3 INCHES.
 HY0319
 HY0319                          STATION RECOVERY (1976)
 HY0319
 HY0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2491 ***********************************************************************
 HX2491  DESIGNATION -  T 105
 HX2491  PID         -  HX2491
 HX2491  STATE/COUNTY-  WV/ROANE
 HX2491  USGS QUAD   -  KENTUCK (1975)
 HX2491
 HX2491                         *CURRENT SURVEY CONTROL
 HX2491  ___________________________________________________________________
 HX2491* NAD 83(1986)-  38 42 15.     (N)    081 30 40.     (W)     SCALED    
 HX2491* NAVD 88     -       316.977  (meters)    1039.95   (feet)  ADJUSTED  
 HX2491  ___________________________________________________________________
 HX2491  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HX2491  DYNAMIC HT  -         316.766 (meters)    1039.26  (feet)  COMP
 HX2491  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 HX2491
 HX2491  VERT ORDER  -  SECOND    CLASS 0
 HX2491
 HX2491.The horizontal coordinates were scaled from a topographic map and have
 HX2491.an estimated accuracy of +/- 6 seconds.
 HX2491
 HX2491.The orthometric height was determined by differential leveling
 HX2491.and adjusted by the National Geodetic Survey in June 1991..
 HX2491
 HX2491.The geoid height was determined by GEOID03.
 HX2491
 HX2491.The dynamic height is computed by dividing the NAVD 88
 HX2491.geopotential number by the normal gravity value computed on the
 HX2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2491.degrees latitude (g = 980.6199 gals.).
 HX2491
 HX2491.The modeled gravity was interpolated from observed gravity values.
 HX2491
 HX2491;                    North         East    Units  Estimated Accuracy
 HX2491;SPC WV S     -   189,270.      555,540.      MT  (+/- 180 meters Scaled)
 HX2491
 HX2491                          SUPERSEDED SURVEY CONTROL
 HX2491
 HX2491  NGVD 29 (??/??/92)  317.149  (m)         1040.51   (f) ADJ UNCH    2 0
 HX2491
 HX2491.Superseded values are not recommended for survey control.
 HX2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2491.See file dsdata.txt to determine how the superseded data were derived.
 HX2491
 HX2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC555840(NAD 83)
 HX2491_MARKER: DB = BENCH MARK DISK
 HX2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2491_STAMPING: T 105 1956
 HX2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2491+STABILITY: SURFACE MOTION
 HX2491
 HX2491  HISTORY     - Date     Condition        Report By
 HX2491  HISTORY     - 1956     MONUMENTED       CGS
 HX2491
 HX2491                          STATION DESCRIPTION
 HX2491
 HX2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2491'2.8 MI NW FROM HARMONY.
 HX2491'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE
 HX2491'BRIDGE OVER COX FORK AT HARMONY, THENCE ABOUT 2.55 MILES
 HX2491'NORTHWEST ALONG A GRAVEL ROAD LEADING TO STATTS MILLS, ABOUT
 HX2491'0.15 MILE NORTHWEST OF A TILE 2-STORY STORE AND SERVICE STATION
 HX2491'BUILDING, 17 FEET NORTH OF CENTER LINE OF ROAD, 9 FEET WEST OF
 HX2491'CENTER OF GATE ACROSS A DRIVE NORTH INTO A PASTURE, 1 1/2 FEET
 HX2491'SOUTH OF A FENCE LINE, 80 FEET NORTHEAST AND ACROSS ROAD FROM
 HX2491'POWER POLE NO. 49-7459 936 C 14, (POLE HAS BRANCH LINE AND TWO
 HX2491'GUY WIRES), 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HX2491'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX2491'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2370 ***********************************************************************
 HX2370  DESIGNATION -  T 106
 HX2370  PID         -  HX2370
 HX2370  STATE/COUNTY-  WV/JACKSON
 HX2370  USGS QUAD   -  KENNA (1975)
 HX2370
 HX2370                         *CURRENT SURVEY CONTROL
 HX2370  ___________________________________________________________________
 HX2370* NAD 83(1986)-  38 43 59.     (N)    081 43 58.     (W)     SCALED    
 HX2370* NAVD 88     -       197.723  (meters)     648.70   (feet)  ADJUSTED  
 HX2370  ___________________________________________________________________
 HX2370  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HX2370  DYNAMIC HT  -         197.592 (meters)     648.27  (feet)  COMP
 HX2370  MODELED GRAV-     979,962.1   (mgal)                       NAVD 88
 HX2370
 HX2370  VERT ORDER  -  SECOND    CLASS 0
 HX2370
 HX2370.The horizontal coordinates were scaled from a topographic map and have
 HX2370.an estimated accuracy of +/- 6 seconds.
 HX2370
 HX2370.The orthometric height was determined by differential leveling
 HX2370.and adjusted by the National Geodetic Survey in June 1991..
 HX2370
 HX2370.The geoid height was determined by GEOID03.
 HX2370
 HX2370.The dynamic height is computed by dividing the NAVD 88
 HX2370.geopotential number by the normal gravity value computed on the
 HX2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2370.degrees latitude (g = 980.6199 gals.).
 HX2370
 HX2370.The modeled gravity was interpolated from observed gravity values.
 HX2370
 HX2370;                    North         East    Units  Estimated Accuracy
 HX2370;SPC WV S     -   192,610.      536,290.      MT  (+/- 180 meters Scaled)
 HX2370
 HX2370                          SUPERSEDED SURVEY CONTROL
 HX2370
 HX2370  NGVD 29 (??/??/92)  197.906  (m)          649.30   (f) ADJ UNCH    2 0
 HX2370
 HX2370.Superseded values are not recommended for survey control.
 HX2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2370.See file dsdata.txt to determine how the superseded data were derived.
 HX2370
 HX2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC363874(NAD 83)
 HX2370_MARKER: DB = BENCH MARK DISK
 HX2370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2370_SP_SET: CULVERT
 HX2370_STAMPING: T 106 1956
 HX2370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2370
 HX2370  HISTORY     - Date     Condition        Report By
 HX2370  HISTORY     - 1956     MONUMENTED       CGS
 HX2370
 HX2370                          STATION DESCRIPTION
 HX2370
 HX2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2370'AT GIVEN.
 HX2370'AT GIVEN, ABOUT 27 YARDS NORTH ALONG GRAVEL ROAD FROM POST OFFICE
 HX2370'AND STORE, 18 YARDS NORTHWEST AND ACROSS ROAD FROM NORTHWEST
 HX2370'CORNER OF PARCHMENT CHAPEL, ABOUT 75 YARDS SOUTH OF JUNCTION OF
 HX2370'A ROAD WEST, IN THE TOP OF SOUTH END OF WEST CONCRETE HEAD WALL
 HX2370'OF AN 8-FOOT CONCRETE AND STONE CULVERT, 10 FEET WEST OF CENTER
 HX2370'LINE OF ROAD AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2468 ***********************************************************************
 HX2468  DESIGNATION -  T 107
 HX2468  PID         -  HX2468
 HX2468  STATE/COUNTY-  WV/JACKSON
 HX2468  USGS QUAD   -  GAY (1987)
 HX2468
 HX2468                         *CURRENT SURVEY CONTROL
 HX2468  ___________________________________________________________________
 HX2468* NAD 83(1986)-  38 49 28.     (N)    081 34 49.     (W)     SCALED    
 HX2468* NAVD 88     -       195.917  (meters)     642.77   (feet)  ADJUSTED  
 HX2468  ___________________________________________________________________
 HX2468  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HX2468  DYNAMIC HT  -         195.788 (meters)     642.35  (feet)  COMP
 HX2468  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 HX2468
 HX2468  VERT ORDER  -  SECOND    CLASS 0
 HX2468
 HX2468.The horizontal coordinates were scaled from a topographic map and have
 HX2468.an estimated accuracy of +/- 6 seconds.
 HX2468
 HX2468.The orthometric height was determined by differential leveling
 HX2468.and adjusted by the National Geodetic Survey in June 1991..
 HX2468
 HX2468.The geoid height was determined by GEOID03.
 HX2468
 HX2468.The dynamic height is computed by dividing the NAVD 88
 HX2468.geopotential number by the normal gravity value computed on the
 HX2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2468.degrees latitude (g = 980.6199 gals.).
 HX2468
 HX2468.The modeled gravity was interpolated from observed gravity values.
 HX2468
 HX2468;                    North         East    Units  Estimated Accuracy
 HX2468;SPC WV S     -   202,660.      549,610.      MT  (+/- 180 meters Scaled)
 HX2468
 HX2468                          SUPERSEDED SURVEY CONTROL
 HX2468
 HX2468  NGVD 29 (??/??/92)  196.087  (m)          643.33   (f) ADJ UNCH    2 0
 HX2468
 HX2468.Superseded values are not recommended for survey control.
 HX2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2468.See file dsdata.txt to determine how the superseded data were derived.
 HX2468
 HX2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC496974(NAD 83)
 HX2468_MARKER: DB = BENCH MARK DISK
 HX2468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2468_SP_SET: ABUTMENT WING WALL STEP
 HX2468_STAMPING: T 107 1956
 HX2468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2468
 HX2468  HISTORY     - Date     Condition        Report By
 HX2468  HISTORY     - 1956     MONUMENTED       CGS
 HX2468
 HX2468                          STATION DESCRIPTION
 HX2468
 HX2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2468'AT FROZENCAMP.
 HX2468'AT FROZENCAMP, ABOUT 0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 33
 HX2468'FROM MILL CREEK BAPTIST CHURCH, AT BRIDGE OVER BIG RUN, IN THE
 HX2468'TOP OF THE FIRST STEP DOWN FROM TOP OF THE WEST STONE MASONRY
 HX2468'WING WALL OF THE SOUTHWEST ABUTMENT OF BRIDGE, 14 1/2 FEET
 HX2468'NORTHWEST OF CENTER LINE OF HIGHWAY, 3.3 FEET WEST OF SOUTHWEST
 HX2468'END OF NORTHWEST CONCRETE BANISTER AND 1/2 FOOT BELOW LEVEL OF
 HX2468'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0803 ***********************************************************************
 HY0803  DESIGNATION -  T 108
 HY0803  PID         -  HY0803
 HY0803  STATE/COUNTY-  WV/WAYNE
 HY0803  USGS QUAD   -  CATLETTSBURG (1985)
 HY0803
 HY0803                         *CURRENT SURVEY CONTROL
 HY0803  ___________________________________________________________________
 HY0803* NAD 83(1986)-  38 24 10.     (N)    082 35 38.     (W)     SCALED    
 HY0803* NAVD 88     -       172.035  (meters)     564.42   (feet)  ADJUSTED  
 HY0803  ___________________________________________________________________
 HY0803  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HY0803  DYNAMIC HT  -         171.919 (meters)     564.04  (feet)  COMP
 HY0803  MODELED GRAV-     979,951.8   (mgal)                       NAVD 88
 HY0803
 HY0803  VERT ORDER  -  FIRST     CLASS II
 HY0803
 HY0803.The horizontal coordinates were scaled from a topographic map and have
 HY0803.an estimated accuracy of +/- 6 seconds.
 HY0803
 HY0803.The orthometric height was determined by differential leveling
 HY0803.and adjusted by the National Geodetic Survey in June 1991..
 HY0803
 HY0803.The geoid height was determined by GEOID03.
 HY0803
 HY0803.The dynamic height is computed by dividing the NAVD 88
 HY0803.geopotential number by the normal gravity value computed on the
 HY0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0803.degrees latitude (g = 980.6199 gals.).
 HY0803
 HY0803.The modeled gravity was interpolated from observed gravity values.
 HY0803
 HY0803;                    North         East    Units  Estimated Accuracy
 HY0803;SPC WV S     -   156,890.      460,790.      MT  (+/- 180 meters Scaled)
 HY0803
 HY0803                          SUPERSEDED SURVEY CONTROL
 HY0803
 HY0803  NGVD 29 (??/??/92)  172.218  (m)          565.02   (f) ADJ UNCH    1 2
 HY0803
 HY0803.Superseded values are not recommended for survey control.
 HY0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0803.See file dsdata.txt to determine how the superseded data were derived.
 HY0803
 HY0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC608517(NAD 83)
 HY0803_MARKER: DB = BENCH MARK DISK
 HY0803_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HY0803_STAMPING: T 108 1956
 HY0803_MARK LOGO: CGS   
 HY0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0803
 HY0803  HISTORY     - Date     Condition        Report By
 HY0803  HISTORY     - 1956     MONUMENTED       CGS
 HY0803  HISTORY     - 1984     GOOD             NGS
 HY0803
 HY0803                          STATION DESCRIPTION
 HY0803
 HY0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0803'AT KENOVA.
 HY0803'AT KENOVA, ABOUT 0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0803'FROM THE STATION, AT EAST END OF RAILWAY BRIDGE OVER BIG SANDY
 HY0803'RIVER, IN THE TOP OF SOUTH END OF EAST CONCRETE AND STONE ABUTMENT,
 HY0803'8 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, ABOUT 2 1/2 FEET ABOVE
 HY0803'THE BRIDGE SEAT AND 3 FEET BELOW LEVEL OF TOP OF BACK WALL OF
 HY0803'ABUTMENT.
 HY0803
 HY0803                          STATION RECOVERY (1984)
 HY0803
 HY0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1810 ***********************************************************************
 HX1810  DESIGNATION -  T 11
 HX1810  PID         -  HX1810
 HX1810  STATE/COUNTY-  WV/CLAY
 HX1810  USGS QUAD   -  IVYDALE (1975)
 HX1810
 HX1810                         *CURRENT SURVEY CONTROL
 HX1810  ___________________________________________________________________
 HX1810* NAD 83(1986)-  38 32 22.     (N)    081 00 01.     (W)     SCALED    
 HX1810* NAVD 88     -       235.115  (meters)     771.37   (feet)  ADJUSTED  
 HX1810  ___________________________________________________________________
 HX1810  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HX1810  DYNAMIC HT  -         234.955 (meters)     770.85  (feet)  COMP
 HX1810  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 HX1810
 HX1810  VERT ORDER  -  SECOND    CLASS 0
 HX1810
 HX1810.The horizontal coordinates were scaled from a topographic map and have
 HX1810.an estimated accuracy of +/- 6 seconds.
 HX1810
 HX1810.The orthometric height was determined by differential leveling
 HX1810.and adjusted by the National Geodetic Survey in June 1991..
 HX1810
 HX1810.The geoid height was determined by GEOID03.
 HX1810
 HX1810.The dynamic height is computed by dividing the NAVD 88
 HX1810.geopotential number by the normal gravity value computed on the
 HX1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1810.degrees latitude (g = 980.6199 gals.).
 HX1810
 HX1810.The modeled gravity was interpolated from observed gravity values.
 HX1810
 HX1810;                    North         East    Units  Estimated Accuracy
 HX1810;SPC WV S     -   170,860.      599,980.      MT  (+/- 180 meters Scaled)
 HX1810
 HX1810                          SUPERSEDED SURVEY CONTROL
 HX1810
 HX1810  NGVD 29 (??/??/92)  235.297  (m)          771.97   (f) ADJ UNCH    2 0
 HX1810
 HX1810.Superseded values are not recommended for survey control.
 HX1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1810.See file dsdata.txt to determine how the superseded data were derived.
 HX1810
 HX1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC999656(NAD 83)
 HX1810_MARKER: DB = BENCH MARK DISK
 HX1810_SETTING: 66 = SET IN ROCK OUTCROP
 HX1810_SP_SET: ROCK OUTCROP
 HX1810_STAMPING: T 11 1934
 HX1810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1810+STABILITY: POSITION/ELEVATION WELL
 HX1810
 HX1810  HISTORY     - Date     Condition        Report By
 HX1810  HISTORY     - 1934     MONUMENTED       CGS
 HX1810
 HX1810                          STATION DESCRIPTION
 HX1810
 HX1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HX1810'2.8 MI E FROM OTTER.
 HX1810'2.8 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1810'STATION AT OTTER, 7 RAILS WEST OF A TWO-STORY DWELLING, 2 RAILS
 HX1810'WEST OF A CULVERT IN THE TOP OF A LARGE ROCK OUTCROP, 13 YARDS
 HX1810'SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET HIGHER THAN
 HX1810'THE TRACK.  A STANDARD DISK, STAMPED T 11 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0290 ***********************************************************************
 HY0290  DESIGNATION -  T 110
 HY0290  PID         -  HY0290
 HY0290  STATE/COUNTY-  WV/MASON
 HY0290  USGS QUAD   -  BEECH HILL (1975)
 HY0290
 HY0290                         *CURRENT SURVEY CONTROL
 HY0290  ___________________________________________________________________
 HY0290* NAD 83(1986)-  38 47 08.     (N)    082 00 50.     (W)     SCALED    
 HY0290* NAVD 88     -       173.234  (meters)     568.35   (feet)  ADJUSTED  
 HY0290  ___________________________________________________________________
 HY0290  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HY0290  DYNAMIC HT  -         173.123 (meters)     567.99  (feet)  COMP
 HY0290  MODELED GRAV-     979,981.2   (mgal)                       NAVD 88
 HY0290
 HY0290  VERT ORDER  -  SECOND    CLASS 0
 HY0290
 HY0290.The horizontal coordinates were scaled from a topographic map and have
 HY0290.an estimated accuracy of +/- 6 seconds.
 HY0290
 HY0290.The orthometric height was determined by differential leveling
 HY0290.and adjusted by the National Geodetic Survey in June 1991..
 HY0290
 HY0290.The geoid height was determined by GEOID03.
 HY0290
 HY0290.The dynamic height is computed by dividing the NAVD 88
 HY0290.geopotential number by the normal gravity value computed on the
 HY0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0290.degrees latitude (g = 980.6199 gals.).
 HY0290
 HY0290.The modeled gravity was interpolated from observed gravity values.
 HY0290
 HY0290;                    North         East    Units  Estimated Accuracy
 HY0290;SPC WV S     -   198,660.      511,910.      MT  (+/- 180 meters Scaled)
 HY0290
 HY0290                          SUPERSEDED SURVEY CONTROL
 HY0290
 HY0290  NGVD 29 (??/??/92)  173.431  (m)          569.00   (f) ADJ UNCH    2 0
 HY0290
 HY0290.Superseded values are not recommended for survey control.
 HY0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0290.See file dsdata.txt to determine how the superseded data were derived.
 HY0290
 HY0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC119934(NAD 83)
 HY0290_MARKER: DB = BENCH MARK DISK
 HY0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0290_SP_SET: CULVERT
 HY0290_STAMPING: T 110 1956
 HY0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0290
 HY0290  HISTORY     - Date     Condition        Report By
 HY0290  HISTORY     - 1956     MONUMENTED       CGS
 HY0290
 HY0290                          STATION DESCRIPTION
 HY0290
 HY0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0290'1.6 MI SE FROM BRIGHTON.
 HY0290'1.6 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HY0290'FROM THE METHODIST CHURCH AND CEMETERY AT BRIGHTON, IN THE TOP
 HY0290'OF WEST WING WALL OF AN 8-FOOT CONCRETE BOX CULVERT UNDER
 HY0290'U.S. HIGHWAY 35, 36 FEET NORTHEAST OF NORTHEAST RAIL, 16 1/2
 HY0290'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 37 FEET NORTHWEST OF
 HY0290'CENTER LINE OF A PRIVATE ROAD LEADING SOUTHWEST ACROSS TRACK, AND
 HY0290'ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0031 ***********************************************************************
 HY0031  DESIGNATION -  T 111
 HY0031  PID         -  HY0031
 HY0031  STATE/COUNTY-  WV/MASON
 HY0031  USGS QUAD   -  APPLE GROVE (1987)
 HY0031
 HY0031                         *CURRENT SURVEY CONTROL
 HY0031  ___________________________________________________________________
 HY0031* NAD 83(1986)-  38 39 02.     (N)    082 10 21.     (W)     SCALED    
 HY0031* NAVD 88     -       172.801  (meters)     566.93   (feet)  ADJUSTED  
 HY0031  ___________________________________________________________________
 HY0031  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HY0031  DYNAMIC HT  -         172.689 (meters)     566.56  (feet)  COMP
 HY0031  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 HY0031
 HY0031  VERT ORDER  -  FIRST     CLASS II
 HY0031
 HY0031.The horizontal coordinates were scaled from a topographic map and have
 HY0031.an estimated accuracy of +/- 6 seconds.
 HY0031
 HY0031.The orthometric height was determined by differential leveling
 HY0031.and adjusted by the National Geodetic Survey in June 1991..
 HY0031
 HY0031.The geoid height was determined by GEOID03.
 HY0031
 HY0031.The dynamic height is computed by dividing the NAVD 88
 HY0031.geopotential number by the normal gravity value computed on the
 HY0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0031.degrees latitude (g = 980.6199 gals.).
 HY0031
 HY0031.The modeled gravity was interpolated from observed gravity values.
 HY0031
 HY0031;                    North         East    Units  Estimated Accuracy
 HY0031;SPC WV S     -   183,840.      497,940.      MT  (+/- 180 meters Scaled)
 HY0031
 HY0031                          SUPERSEDED SURVEY CONTROL
 HY0031
 HY0031  NGVD 29 (??/??/92)  172.993  (m)          567.56   (f) ADJ UNCH    1 2
 HY0031
 HY0031.Superseded values are not recommended for survey control.
 HY0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0031.See file dsdata.txt to determine how the superseded data were derived.
 HY0031
 HY0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC979786(NAD 83)
 HY0031_MARKER: DB = BENCH MARK DISK
 HY0031_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HY0031_SP_SET: 70 FEET
 HY0031_STAMPING: T 111 1956
 HY0031_MARK LOGO: CGS   
 HY0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0031
 HY0031  HISTORY     - Date     Condition        Report By
 HY0031  HISTORY     - 1956     MONUMENTED       CGS
 HY0031  HISTORY     - 1976     MARK NOT FOUND   NGS
 HY0031  HISTORY     - 1984     GOOD             NGS
 HY0031
 HY0031                          STATION DESCRIPTION
 HY0031
 HY0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0031'2.6 MI S FROM HOGSETT.
 HY0031'ABOUT 2.55 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0031'THE STORE AND POST OFFICE AT HOGSETT, ABOUT 0.5 MILE SOUTH OF
 HY0031'ROAD CROSSING AT APPLE GROVE, ABOUT 0.5 MILE NORTH OF ROAD
 HY0031'CROSSING AT MERCERS BOTTOM, AT A ROAD CROSSING, 26 1/2 FEET EAST
 HY0031'OF EAST RAIL, 50 FEET NORTHEAST OF CENTER OF CROSSING, 60 FEET
 HY0031'EAST-NORTHEAST AND ACROSS TRACK FROM TELEPHONE POLE NO. 188+05,
 HY0031'44 FEET NORTH OF CENTER LINE OF ROAD, 8 FEET WEST OF CENTER OF A
 HY0031'PRIVATE DRIVE NORTH, 3/4 FEET WEST OF A FENCE LINE, 1 1/2 FEET
 HY0031'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL
 HY0031'OF TRACK AND IS A DISK ON COPPER COATED STEEL ROD ABOUT FLUSH WITH
 HY0031'GROUND AND PROTECTED BY A 4-INCH TILE PROJECTING 2 INCHES.  THE
 HY0031'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 70 FEET.  NOTE-- MARK IS
 HY0031'ABOUT 2.05 MILES NORTH OF THE CROSSING OF STATE HIGHWAY 2 AT
 HY0031'ASHTON.
 HY0031
 HY0031                          STATION RECOVERY (1976)
 HY0031
 HY0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0031'MARK NOT FOUND.
 HY0031
 HY0031                          STATION RECOVERY (1984)
 HY0031
 HY0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0031'RECOVERED IN GOOD CONDITION, DUE TO MARK LOCATION IT WAS NOT LEVELED
 HY0031'TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2429 ***********************************************************************
 HX2429  DESIGNATION -  T 112
 HX2429  PID         -  HX2429
 HX2429  STATE/COUNTY-  WV/PUTNAM
 HX2429  USGS QUAD   -  ROBERTSBURG (1987)
 HX2429
 HX2429                         *CURRENT SURVEY CONTROL
 HX2429  ___________________________________________________________________
 HX2429* NAD 83(1986)-  38 39 21.     (N)    081 54 22.     (W)     SCALED    
 HX2429* NAVD 88     -       287.744  (meters)     944.04   (feet)  ADJUSTED  
 HX2429  ___________________________________________________________________
 HX2429  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HX2429  DYNAMIC HT  -         287.555 (meters)     943.42  (feet)  COMP
 HX2429  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 HX2429
 HX2429  VERT ORDER  -  SECOND    CLASS 0
 HX2429
 HX2429.The horizontal coordinates were scaled from a topographic map and have
 HX2429.an estimated accuracy of +/- 6 seconds.
 HX2429
 HX2429.The orthometric height was determined by differential leveling
 HX2429.and adjusted by the National Geodetic Survey in June 1991..
 HX2429
 HX2429.The geoid height was determined by GEOID03.
 HX2429
 HX2429.The dynamic height is computed by dividing the NAVD 88
 HX2429.geopotential number by the normal gravity value computed on the
 HX2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2429.degrees latitude (g = 980.6199 gals.).
 HX2429
 HX2429.The modeled gravity was interpolated from observed gravity values.
 HX2429
 HX2429;                    North         East    Units  Estimated Accuracy
 HX2429;SPC WV S     -   184,170.      521,130.      MT  (+/- 180 meters Scaled)
 HX2429
 HX2429                          SUPERSEDED SURVEY CONTROL
 HX2429
 HX2429  NGVD 29 (??/??/92)  287.945  (m)          944.70   (f) ADJ UNCH    2 0
 HX2429
 HX2429.Superseded values are not recommended for survey control.
 HX2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2429.See file dsdata.txt to determine how the superseded data were derived.
 HX2429
 HX2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC211789(NAD 83)
 HX2429_MARKER: DB = BENCH MARK DISK
 HX2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2429_STAMPING: T 112 1956
 HX2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2429+STABILITY: SURFACE MOTION
 HX2429
 HX2429  HISTORY     - Date     Condition        Report By
 HX2429  HISTORY     - 1956     MONUMENTED       CGS
 HX2429  HISTORY     - 1976     GOOD             NGS
 HX2429
 HX2429                          STATION DESCRIPTION
 HX2429
 HX2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2429'3.8 MI E FROM ROBERTSBURG.
 HX2429'ABOUT 3.75 MILES EAST ALONG A GRAVEL ROAD FROM JUNCTION OF U.S.
 HX2429'HIGHWAY 35 AND NORTH END OF HIGHWAY BRIDGE OVER EIGHTEENMILE
 HX2429'CREEK AT ROBERTSBURG, ABOUT 0.6 MILE SOUTHWEST OF MANILA CHAPEL
 HX2429'EUB CHURCH, ABOUT 0.8 MILE NORTHEAST OF NEW HOPE TABERNACKLE
 HX2429'CHURCH, 39 FEET EAST-NORTHEAST OF CENTER LINE OF ROAD, 81 1/2
 HX2429'FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF A SMALL UNPAINTED
 HX2429'FRAME HOUSE, 30 FEET SOUTHWEST AND ACROSS A DRIVE FROM POWER
 HX2429'POLE NO. 53/8004/975 A-15 WITH A TRANSFORMER, 9 FEET SOUTHWEST
 HX2429'OF CENTER LINE OF DRIVE, 2 FEET NORTHWEST OF A WHITE WOODEN
 HX2429'WITNESS POST, ABOUT 5 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN
 HX2429'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HX2429
 HX2429                          STATION RECOVERY (1976)
 HX2429
 HX2429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2540 ***********************************************************************
 HX2540  DESIGNATION -  T 113
 HX2540  PID         -  HX2540
 HX2540  STATE/COUNTY-  WV/PUTNAM
 HX2540  USGS QUAD   -  BANCROFT (1975)
 HX2540
 HX2540                         *CURRENT SURVEY CONTROL
 HX2540  ___________________________________________________________________
 HX2540* NAD 83(1986)-  38 35 09.     (N)    081 47 11.     (W)     SCALED    
 HX2540* NAVD 88     -       301.216  (meters)     988.24   (feet)  ADJUSTED  
 HX2540  ___________________________________________________________________
 HX2540  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HX2540  DYNAMIC HT  -         301.008 (meters)     987.56  (feet)  COMP
 HX2540  MODELED GRAV-     979,930.4   (mgal)                       NAVD 88
 HX2540
 HX2540  VERT ORDER  -  SECOND    CLASS 0
 HX2540
 HX2540.The horizontal coordinates were scaled from a topographic map and have
 HX2540.an estimated accuracy of +/- 6 seconds.
 HX2540
 HX2540.The orthometric height was determined by differential leveling
 HX2540.and adjusted by the National Geodetic Survey in June 1991..
 HX2540
 HX2540.The geoid height was determined by GEOID03.
 HX2540
 HX2540.The dynamic height is computed by dividing the NAVD 88
 HX2540.geopotential number by the normal gravity value computed on the
 HX2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2540.degrees latitude (g = 980.6199 gals.).
 HX2540
 HX2540.The modeled gravity was interpolated from observed gravity values.
 HX2540
 HX2540;                    North         East    Units  Estimated Accuracy
 HX2540;SPC WV S     -   176,300.      531,490.      MT  (+/- 180 meters Scaled)
 HX2540
 HX2540                          SUPERSEDED SURVEY CONTROL
 HX2540
 HX2540  NGVD 29 (??/??/92)  301.402  (m)          988.85   (f) ADJ UNCH    2 0
 HX2540
 HX2540.Superseded values are not recommended for survey control.
 HX2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2540.See file dsdata.txt to determine how the superseded data were derived.
 HX2540
 HX2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC315711(NAD 83)
 HX2540_MARKER: DB = BENCH MARK DISK
 HX2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2540_STAMPING: T 113 1956
 HX2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2540+STABILITY: SURFACE MOTION
 HX2540
 HX2540  HISTORY     - Date     Condition        Report By
 HX2540  HISTORY     - 1956     MONUMENTED       CGS
 HX2540
 HX2540                          STATION DESCRIPTION
 HX2540
 HX2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2540'1.2 MI E FROM PARADISE.
 HX2540'ABOUT 1.25 MILES EAST ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 HX2540'ROAD NORTH AND STORES AT PARADISE, ABOUT 0.8 MILE EAST OF MISSION
 HX2540'CHURCH, ON THE OUTSIDE OF A CURVE IN HIGHWAY WITH TANGENTS
 HX2540'EXTENDING EAST AND SOUTH, 41 FEET NORTH-NORTHWEST OF CENTER
 HX2540'LINE OF HIGHWAY, 45 FEET NORTHEAST OF A POWER POLE, 32 FEET
 HX2540'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF A FRAME HOUSE, 28 FEET
 HX2540'EAST OF A 6-INCH HICKORY TREE IN A FENCE CORNER, 2 FEET SOUTH
 HX2540'OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET ABOVE LEVEL OF
 HX2540'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HX2540'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2709 ***********************************************************************
 HX2709  DESIGNATION -  T 114
 HX2709  PID         -  HX2709
 HX2709  STATE/COUNTY-  WV/JACKSON
 HX2709  USGS QUAD   -  LIVERPOOL (1975)
 HX2709
 HX2709                         *CURRENT SURVEY CONTROL
 HX2709  ___________________________________________________________________
 HX2709* NAD 83(1986)-  38 53 37.     (N)    081 36 48.     (W)     SCALED    
 HX2709* NAVD 88     -       189.126  (meters)     620.49   (feet)  ADJUSTED  
 HX2709  ___________________________________________________________________
 HX2709  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HX2709  DYNAMIC HT  -         189.004 (meters)     620.09  (feet)  COMP
 HX2709  MODELED GRAV-     979,975.9   (mgal)                       NAVD 88
 HX2709
 HX2709  VERT ORDER  -  SECOND    CLASS 0
 HX2709
 HX2709.The horizontal coordinates were scaled from a topographic map and have
 HX2709.an estimated accuracy of +/- 6 seconds.
 HX2709
 HX2709.The orthometric height was determined by differential leveling
 HX2709.and adjusted by the National Geodetic Survey in June 1991..
 HX2709
 HX2709.The geoid height was determined by GEOID03.
 HX2709
 HX2709.The dynamic height is computed by dividing the NAVD 88
 HX2709.geopotential number by the normal gravity value computed on the
 HX2709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2709.degrees latitude (g = 980.6199 gals.).
 HX2709
 HX2709.The modeled gravity was interpolated from observed gravity values.
 HX2709
 HX2709;                    North         East    Units  Estimated Accuracy
 HX2709;SPC WV S     -   210,350.      546,790.      MT  (+/- 180 meters Scaled)
 HX2709
 HX2709                          SUPERSEDED SURVEY CONTROL
 HX2709
 HX2709  NGVD 29 (??/??/92)  189.294  (m)          621.04   (f) ADJ UNCH    2 0
 HX2709
 HX2709.Superseded values are not recommended for survey control.
 HX2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2709.See file dsdata.txt to determine how the superseded data were derived.
 HX2709
 HX2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD468051(NAD 83)
 HX2709_MARKER: DB = BENCH MARK DISK
 HX2709_SETTING: 66 = SET IN ROCK OUTCROP
 HX2709_SP_SET: ROCK LEDGE
 HX2709_STAMPING: T 114 1956
 HX2709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2709+STABILITY: POSITION/ELEVATION WELL
 HX2709
 HX2709  HISTORY     - Date     Condition        Report By
 HX2709  HISTORY     - 1956     MONUMENTED       CGS
 HX2709  HISTORY     - 1976     GOOD             NGS
 HX2709
 HX2709                          STATION DESCRIPTION
 HX2709
 HX2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2709'3.4 MI E FROM SANDYVILLE.
 HX2709'ABOUT 3.35 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2709'FROM THE STATION AT SANDYVILLE, ABOUT 0.1 MILE NORTHWEST OF A
 HX2709'LARGE BARN WHICH IS SOUTHWEST OF TRACK, IN THE TOP OF AN
 HX2709'OUTCROPPING ROCK LEDGE ABOUT 4 BY 2 FEET, 8 3/4 FEET NORTHEAST OF
 HX2709'NORTHEAST RAIL, 93 FEET SOUTHEAST OF NORTHEAST END OF AN 18-INCH
 HX2709'TILE PIPE CULVERT UNDER TRACK, 53 FEET NORTH-NORTHWEST AND ACROSS
 HX2709'TRACK FROM TELEPHONE POLE NO. 11+21, 3/4 FEET SOUTHEAST AND 1/2
 HX2709'FOOT ABOVE A 12-INCH TRIANGLE CHISELED IN LEDGE AND ABOUT 3 FEET
 HX2709'ABOVE LEVEL OF TRACK.
 HX2709
 HX2709                          STATION RECOVERY (1976)
 HX2709
 HX2709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2280 ***********************************************************************
 HX2280  DESIGNATION -  T 115
 HX2280  PID         -  HX2280
 HX2280  STATE/COUNTY-  WV/PUTNAM
 HX2280  USGS QUAD   -  WINFIELD (1989)
 HX2280
 HX2280                         *CURRENT SURVEY CONTROL
 HX2280  ___________________________________________________________________
 HX2280* NAD 83(1986)-  38 31 58.     (N)    081 55 29.     (W)     SCALED    
 HX2280* NAVD 88     -       176.238  (meters)     578.21   (feet)  ADJUSTED  
 HX2280  ___________________________________________________________________
 HX2280  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HX2280  DYNAMIC HT  -         176.120 (meters)     577.82  (feet)  COMP
 HX2280  MODELED GRAV-     979,953.8   (mgal)                       NAVD 88
 HX2280
 HX2280  VERT ORDER  -  SECOND    CLASS 0
 HX2280
 HX2280.The horizontal coordinates were scaled from a topographic map and have
 HX2280.an estimated accuracy of +/- 6 seconds.
 HX2280
 HX2280.The orthometric height was determined by differential leveling
 HX2280.and adjusted by the National Geodetic Survey in June 1991..
 HX2280
 HX2280.The geoid height was determined by GEOID03.
 HX2280
 HX2280.The dynamic height is computed by dividing the NAVD 88
 HX2280.geopotential number by the normal gravity value computed on the
 HX2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2280.degrees latitude (g = 980.6199 gals.).
 HX2280
 HX2280.The modeled gravity was interpolated from observed gravity values.
 HX2280
 HX2280;                    North         East    Units  Estimated Accuracy
 HX2280;SPC WV S     -   170,530.      519,380.      MT  (+/- 180 meters Scaled)
 HX2280
 HX2280                          SUPERSEDED SURVEY CONTROL
 HX2280
 HX2280  NGVD 29 (??/??/92)  176.440  (m)          578.87   (f) ADJ UNCH    2 0
 HX2280
 HX2280.Superseded values are not recommended for survey control.
 HX2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2280.See file dsdata.txt to determine how the superseded data were derived.
 HX2280
 HX2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC194653(NAD 83)
 HX2280_MARKER: DB = BENCH MARK DISK
 HX2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2280_STAMPING: T 115 1956
 HX2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2280+STABILITY: SURFACE MOTION
 HX2280
 HX2280  HISTORY     - Date     Condition        Report By
 HX2280  HISTORY     - 1956     MONUMENTED       CGS
 HX2280  HISTORY     - 1976     GOOD             NGS
 HX2280
 HX2280                          STATION DESCRIPTION
 HX2280
 HX2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2280'1.8 MI W FROM RED HOUSE.
 HX2280'ABOUT 1.85 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX2280'THE STATION AT RED HOUSE, 29 1/2 FEET NORTHEAST OF NORTHEAST RAIL,
 HX2280'121 FEET SOUTHWEST OF WEST CORNER OF A LONG CINDER BLOCK BUILDING,
 HX2280'13 FEET EAST OF THE 7TH TELEPHONE POLE SOUTHEAST OF MILE POST
 HX2280'COR 98, 21 FEET EAST-NORTHEAST OF NORTHEAST END OF A 24-INCH
 HX2280'TILE PIPE CULVERT UNDER TRACK, 2 FEET SOUTHEAST OF A WHITE WOODEN
 HX2280'WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN THE
 HX2280'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HX2280
 HX2280                          STATION RECOVERY (1976)
 HX2280
 HX2280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0237 ***********************************************************************
 HY0237  DESIGNATION -  T 116
 HY0237  PID         -  HY0237
 HY0237  STATE/COUNTY-  WV/PUTNAM
 HY0237  USGS QUAD   -  HURRICANE (1989)
 HY0237
 HY0237                         *CURRENT SURVEY CONTROL
 HY0237  ___________________________________________________________________
 HY0237* NAD 83(1986)-  38 29 48.     (N)    082 03 24.     (W)     SCALED    
 HY0237* NAVD 88     -       204.671  (meters)     671.49   (feet)  POSTED    
 HY0237  ___________________________________________________________________
 HY0237  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HY0237  DYNAMIC HT  -         204.530 (meters)     671.03  (feet)  COMP
 HY0237  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 HY0237
 HY0237  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0237
 HY0237.The horizontal coordinates were scaled from a topographic map and have
 HY0237.an estimated accuracy of +/- 6 seconds.
 HY0237
 HY0237.The orthometric height was determined by differential leveling
 HY0237.and adjusted by the National Geodetic Survey in 1992..
 HY0237.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0237.rate of 2.1 thru 3.0 mm/km.
 HY0237
 HY0237.The geoid height was determined by GEOID03.
 HY0237
 HY0237.The dynamic height is computed by dividing the NAVD 88
 HY0237.geopotential number by the normal gravity value computed on the
 HY0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0237.degrees latitude (g = 980.6199 gals.).
 HY0237
 HY0237.The modeled gravity was interpolated from observed gravity values.
 HY0237
 HY0237;                    North         East    Units  Estimated Accuracy
 HY0237;SPC WV S     -   166,640.      507,830.      MT  (+/- 180 meters Scaled)
 HY0237
 HY0237                          SUPERSEDED SURVEY CONTROL
 HY0237
 HY0237  NGVD 29 (??/??/92)  204.848  (m)          672.07   (f) ADJ UNCH    2 0
 HY0237
 HY0237.Superseded values are not recommended for survey control.
 HY0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0237.See file dsdata.txt to determine how the superseded data were derived.
 HY0237
 HY0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC078614(NAD 83)
 HY0237_MARKER: DB = BENCH MARK DISK
 HY0237_SETTING: 66 = SET IN ROCK OUTCROP
 HY0237_SP_SET: ROCK OUTCROP
 HY0237_STAMPING: T 116 1956
 HY0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0237+STABILITY: POSITION/ELEVATION WELL
 HY0237
 HY0237  HISTORY     - Date     Condition        Report By
 HY0237  HISTORY     - 1956     MONUMENTED       CGS
 HY0237
 HY0237                          STATION DESCRIPTION
 HY0237
 HY0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0237'2.6 MI SE FROM MT OLIVE.
 HY0237'0.65 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE CHURCH AND
 HY0237'CEMETERY AT MT. OLIVE, THENCE ABOUT 1.95 MILES SOUTHEAST ALONG A
 HY0237'NARROW DIRT ROAD FOLLOWING TRACE CREEK, ABOUT 0.25 MILE SOUTHEAST
 HY0237'OF THE PUTNAM-MASON COUNTY LINE, 44 YARDS NORTHWEST AND UPHILL
 HY0237'FROM A WOODEN PLANK BRIDGE FOR A CREEK BRANCH, 54 YARDS NORTH AND
 HY0237'ACROSS ROAD FROM A 1 1/2-STORY FARM HOUSE, 32 YARDS NORTHWEST OF
 HY0237'A BARN, SET VERTICALLY ABOUT 1 1/2 FEET ABOVE GROUND IN THE
 HY0237'SOUTHWEST FACE OF VERTICAL PART OF A 7-FOOT HIGH SOLID ROCK, 17
 HY0237'FEET NORTHEAST OF CENTER LINE OF ROAD, ABOUT 3 YARDS NORTHWEST OF
 HY0237'NORTHWEST END OF OVERHANGING ROCK AND ABOUT 5 1/2 FEET ABOVE
 HY0237'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0619 ***********************************************************************
 HY0619  DESIGNATION -  T 117
 HY0619  PID         -  HY0619
 HY0619  STATE/COUNTY-  WV/CABELL
 HY0619  USGS QUAD   -  MILTON (1989)
 HY0619
 HY0619                         *CURRENT SURVEY CONTROL
 HY0619  ___________________________________________________________________
 HY0619* NAD 83(1986)-  38 29 10.     (N)    082 08 43.     (W)     SCALED    
 HY0619* NAVD 88     -       193.985  (meters)     636.43   (feet)  POSTED    
 HY0619  ___________________________________________________________________
 HY0619  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HY0619  DYNAMIC HT  -         193.850 (meters)     635.99  (feet)  COMP
 HY0619  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 HY0619
 HY0619  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0619
 HY0619.The horizontal coordinates were scaled from a topographic map and have
 HY0619.an estimated accuracy of +/- 6 seconds.
 HY0619
 HY0619.The orthometric height was determined by differential leveling
 HY0619.and adjusted by the National Geodetic Survey in 1992..
 HY0619.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0619.rate of 0.0 thru 1.0 mm/km.
 HY0619
 HY0619.The geoid height was determined by GEOID03.
 HY0619
 HY0619.The dynamic height is computed by dividing the NAVD 88
 HY0619.geopotential number by the normal gravity value computed on the
 HY0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0619.degrees latitude (g = 980.6199 gals.).
 HY0619
 HY0619.The modeled gravity was interpolated from observed gravity values.
 HY0619
 HY0619;                    North         East    Units  Estimated Accuracy
 HY0619;SPC WV S     -   165,560.      500,080.      MT  (+/- 180 meters Scaled)
 HY0619
 HY0619                          SUPERSEDED SURVEY CONTROL
 HY0619
 HY0619  NGVD 29 (??/??/92)  194.165  (m)          637.02   (f) ADJ UNCH    2 0
 HY0619
 HY0619.Superseded values are not recommended for survey control.
 HY0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0619.See file dsdata.txt to determine how the superseded data were derived.
 HY0619
 HY0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC001603(NAD 83)
 HY0619_MARKER: DB = BENCH MARK DISK
 HY0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0619_SP_SET: BRIDGE
 HY0619_STAMPING: T 117 1956
 HY0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0619
 HY0619  HISTORY     - Date     Condition        Report By
 HY0619  HISTORY     - 1956     MONUMENTED       CGS
 HY0619
 HY0619                          STATION DESCRIPTION
 HY0619
 HY0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0619'5.5 MI NE FROM YATES.
 HY0619'ABOUT 0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING OF
 HY0619'THE CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 1.5 MILES
 HY0619'EAST AND NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 3.15 MILES
 HY0619'NORTH AND NORTHEAST ALONG A GRAVEL ROAD FOLLOWING LOWER CREEK,
 HY0619'THENCE ABOUT 0.5 MILE NORTH ALONG A BLACK TOP ROAD, IN THE TOP
 HY0619'OF THE SOUTH END OF NORTH WING WALL OF A 12-FOOT CONCRETE BRIDGE
 HY0619'OVER A CREEK BRANCH, 12 FEET NORTHWEST OF CENTER LINE OF ROAD
 HY0619'AND ON THE OUTSIDE OF A CURVE ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0245 ***********************************************************************
 HY0245  DESIGNATION -  T 118
 HY0245  PID         -  HY0245
 HY0245  STATE/COUNTY-  WV/PUTNAM
 HY0245  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0245
 HY0245                         *CURRENT SURVEY CONTROL
 HY0245  ___________________________________________________________________
 HY0245* NAD 83(1986)-  38 35 59.     (N)    082 00 18.     (W)     SCALED    
 HY0245* NAVD 88     -       176.459  (meters)     578.93   (feet)  POSTED    
 HY0245  ___________________________________________________________________
 HY0245  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HY0245  DYNAMIC HT  -         176.340 (meters)     578.54  (feet)  COMP
 HY0245  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 HY0245
 HY0245  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0245
 HY0245.The horizontal coordinates were scaled from a topographic map and have
 HY0245.an estimated accuracy of +/- 6 seconds.
 HY0245
 HY0245.The orthometric height was determined by differential leveling
 HY0245.and adjusted by the National Geodetic Survey in 1992..
 HY0245.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0245.rate of 2.1 thru 3.0 mm/km.
 HY0245
 HY0245.The geoid height was determined by GEOID03.
 HY0245
 HY0245.The dynamic height is computed by dividing the NAVD 88
 HY0245.geopotential number by the normal gravity value computed on the
 HY0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0245.degrees latitude (g = 980.6199 gals.).
 HY0245
 HY0245.The modeled gravity was interpolated from observed gravity values.
 HY0245
 HY0245;                    North         East    Units  Estimated Accuracy
 HY0245;SPC WV S     -   178,030.      512,460.      MT  (+/- 180 meters Scaled)
 HY0245
 HY0245                          SUPERSEDED SURVEY CONTROL
 HY0245
 HY0245  NGVD 29 (??/??/92)  176.607  (m)          579.42   (f) ADJ UNCH    2 0
 HY0245
 HY0245.Superseded values are not recommended for survey control.
 HY0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0245.See file dsdata.txt to determine how the superseded data were derived.
 HY0245
 HY0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC124728(NAD 83)
 HY0245_MARKER: DB = BENCH MARK DISK
 HY0245_SETTING: 66 = SET IN ROCK OUTCROP
 HY0245_SP_SET: ROCK OUTCROP
 HY0245_STAMPING: T 118 1956
 HY0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0245+STABILITY: POSITION/ELEVATION WELL
 HY0245
 HY0245  HISTORY     - Date     Condition        Report By
 HY0245  HISTORY     - 1956     MONUMENTED       CGS
 HY0245
 HY0245                          STATION DESCRIPTION
 HY0245
 HY0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0245'2.2 MI N FROM FRAZIERS BOTTOM.
 HY0245'ABOUT 2.15 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE CHURCH OF
 HY0245'GOD AT FRAZIERS BOTTOM, ABOUT 1.4 MILES SOUTH OF JUNCTION OF BLACK
 HY0245'TOP ROAD LEADING WEST TO MERCERS BOTTOM AT PLINY, IN THE TOP OF AN
 HY0245'OUTCROPPING ROCK LEDGE ABOUT 4 BY 4 1/2 FEET, 43 FEET WEST AND
 HY0245'ACROSS A DRIVE FROM CENTER LINE OF HIGHWAY, 51 FEET NORTH-NORTHWEST
 HY0245'OF POWER POLE NO. 1044 C 6/ MO4 0684 WITH A TRANSFORMER, 29 FEET
 HY0245'EAST-SOUTHEAST OF SOUTHEAST CORNER OF A LOW FRAME HOUSE, 11 1/2
 HY0245'FEET NORTH OF NORTH EDGE OF A CINDER BLOCK WALK AND ABOUT 5 1/2
 HY0245'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0227 ***********************************************************************
 HY0227  DESIGNATION -  T 119
 HY0227  PID         -  HY0227
 HY0227  STATE/COUNTY-  WV/MASON
 HY0227  USGS QUAD   -  GLENWOOD (1990)
 HY0227
 HY0227                         *CURRENT SURVEY CONTROL
 HY0227  ___________________________________________________________________
 HY0227* NAD 83(1986)-  38 34 18.     (N)    082 08 41.     (W)     SCALED    
 HY0227* NAVD 88     -       219.854  (meters)     721.30   (feet)  POSTED    
 HY0227  ___________________________________________________________________
 HY0227  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HY0227  DYNAMIC HT  -         219.710 (meters)     720.83  (feet)  COMP
 HY0227  MODELED GRAV-     979,960.4   (mgal)                       NAVD 88
 HY0227
 HY0227  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0227
 HY0227.The horizontal coordinates were scaled from a topographic map and have
 HY0227.an estimated accuracy of +/- 6 seconds.
 HY0227
 HY0227.The orthometric height was determined by differential leveling
 HY0227.and adjusted by the National Geodetic Survey in 1992..
 HY0227.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0227.rate of 0.0 thru 1.0 mm/km.
 HY0227
 HY0227.The geoid height was determined by GEOID03.
 HY0227
 HY0227.The dynamic height is computed by dividing the NAVD 88
 HY0227.geopotential number by the normal gravity value computed on the
 HY0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0227.degrees latitude (g = 980.6199 gals.).
 HY0227
 HY0227.The modeled gravity was interpolated from observed gravity values.
 HY0227
 HY0227;                    North         East    Units  Estimated Accuracy
 HY0227;SPC WV S     -   175,060.      500,250.      MT  (+/- 180 meters Scaled)
 HY0227
 HY0227                          SUPERSEDED SURVEY CONTROL
 HY0227
 HY0227  NGVD 29 (??/??/92)  220.036  (m)          721.90   (f) ADJ UNCH    2 0
 HY0227
 HY0227.Superseded values are not recommended for survey control.
 HY0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0227.See file dsdata.txt to determine how the superseded data were derived.
 HY0227
 HY0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC002698(NAD 83)
 HY0227_MARKER: DB = BENCH MARK DISK
 HY0227_SETTING: 66 = SET IN ROCK OUTCROP
 HY0227_SP_SET: ROCK LEDGE
 HY0227_STAMPING: T 119 1956
 HY0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0227+STABILITY: POSITION/ELEVATION WELL
 HY0227
 HY0227  HISTORY     - Date     Condition        Report By
 HY0227  HISTORY     - 1956     MONUMENTED       CGS
 HY0227  HISTORY     - 1976     GOOD             NGS
 HY0227
 HY0227                          STATION DESCRIPTION
 HY0227
 HY0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0227'3.4 MI SE FROM GLENWOOD.
 HY0227'3.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HY0227'STATE HIGHWAY 2 AND THE POST OFFICE AT GLENWOOD, ABOUT 0.2 MILE
 HY0227'EAST OF JUNCTION OF A ROAD SOUTHWEST ALONG MC COWAN BRANCH, ABOUT
 HY0227'0.1 MILE WEST OF THE TOP OF A GRADE, ABOUT 0.35 MILE WEST OF
 HY0227'JUNCTION OF A ROAD NORTH, SET VERTICALLY IN FACE OF A ROCK LEDGE
 HY0227'ABOUT 21 BY 7 1/2 FEET, 18 FEET NORTH OF CENTER LINE OF ROAD, 11
 HY0227'FEET EAST OF WEST END OF LEDGE, 10 FEET WEST OF EAST END OF
 HY0227'LEDGE AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
 HY0227
 HY0227                          STATION RECOVERY (1976)
 HY0227
 HY0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1571 ***********************************************************************
 HX1571  DESIGNATION -  T 12
 HX1571  PID         -  HX1571
 HX1571  STATE/COUNTY-  WV/BRAXTON
 HX1571  USGS QUAD   -  NEWVILLE (1976)
 HX1571
 HX1571                         *CURRENT SURVEY CONTROL
 HX1571  ___________________________________________________________________
 HX1571* NAD 83(1986)-  38 38 06.     (N)    080 34 43.     (W)     SCALED    
 HX1571* NAVD 88     -       284.967  (meters)     934.93   (feet)  ADJUSTED  
 HX1571  ___________________________________________________________________
 HX1571  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HX1571  DYNAMIC HT  -         284.768 (meters)     934.28  (feet)  COMP
 HX1571  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 HX1571
 HX1571  VERT ORDER  -  SECOND    CLASS 0
 HX1571
 HX1571.The horizontal coordinates were scaled from a topographic map and have
 HX1571.an estimated accuracy of +/- 6 seconds.
 HX1571
 HX1571.The orthometric height was determined by differential leveling
 HX1571.and adjusted by the National Geodetic Survey in June 1991..
 HX1571
 HX1571.The geoid height was determined by GEOID03.
 HX1571
 HX1571.The dynamic height is computed by dividing the NAVD 88
 HX1571.geopotential number by the normal gravity value computed on the
 HX1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1571.degrees latitude (g = 980.6199 gals.).
 HX1571
 HX1571.The modeled gravity was interpolated from observed gravity values.
 HX1571
 HX1571;                    North         East    Units  Estimated Accuracy
 HX1571;SPC WV S     -   181,550.      636,690.      MT  (+/- 180 meters Scaled)
 HX1571
 HX1571                          SUPERSEDED SURVEY CONTROL
 HX1571
 HX1571  NGVD 29 (??/??/92)  285.135  (m)          935.48   (f) ADJ UNCH    2 0
 HX1571
 HX1571.Superseded values are not recommended for survey control.
 HX1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1571.See file dsdata.txt to determine how the superseded data were derived.
 HX1571
 HX1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC366763(NAD 83)
 HX1571_MARKER: DB = BENCH MARK DISK
 HX1571_SETTING: 66 = SET IN ROCK OUTCROP
 HX1571_SP_SET: ROCK OUTCROP
 HX1571_STAMPING: T 12 1933
 HX1571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1571+STABILITY: POSITION/ELEVATION WELL
 HX1571
 HX1571  HISTORY     - Date     Condition        Report By
 HX1571  HISTORY     - 1933     MONUMENTED       CGS
 HX1571  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1571
 HX1571                          STATION DESCRIPTION
 HX1571
 HX1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1571'0.7 MI N FROM BAKERS RUN.
 HX1571'0.7 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1571'STATION AT BAKERS RUN, BRAXTON COUNTY, 4 RAILS NORTH OF A SMALL
 HX1571'GRAVEYARD ON THE EAST SIDE OF THE TRACK, 36 FEET WEST OF THE
 HX1571'CENTERLINE OF THE TRACK, AND 8 FEET WEST OF A FENCE, AND IN THE
 HX1571'TOP OF A SMALL ROCK OUTCROP, 7 FEET LOWER THAN THE TRACK.
 HX1571'NOTE-- AT PRESENT DATE DESCRIBED LOCATION OF MARK IS COVERED
 HX1571'BY BACK WATER OF SUTTON DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0949 ***********************************************************************
 KY0949  DESIGNATION -  T 120
 KY0949  PID         -  KY0949
 KY0949  STATE/COUNTY-  WV/OHIO
 KY0949  USGS QUAD   -  BETHANY (1981)
 KY0949
 KY0949                         *CURRENT SURVEY CONTROL
 KY0949  ___________________________________________________________________
 KY0949* NAD 83(1986)-  40 10 17.     (N)    080 35 02.     (W)     SCALED    
 KY0949* NAVD 88     -       396.733  (meters)    1301.61   (feet)  ADJUSTED  
 KY0949  ___________________________________________________________________
 KY0949  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY0949  DYNAMIC HT  -         396.516 (meters)    1300.90  (feet)  COMP
 KY0949  MODELED GRAV-     980,068.3   (mgal)                       NAVD 88
 KY0949
 KY0949  VERT ORDER  -  SECOND    CLASS 0
 KY0949
 KY0949.The horizontal coordinates were scaled from a topographic map and have
 KY0949.an estimated accuracy of +/- 6 seconds.
 KY0949
 KY0949.The orthometric height was determined by differential leveling
 KY0949.and adjusted by the National Geodetic Survey in June 1991..
 KY0949
 KY0949.The geoid height was determined by GEOID03.
 KY0949
 KY0949.The dynamic height is computed by dividing the NAVD 88
 KY0949.geopotential number by the normal gravity value computed on the
 KY0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0949.degrees latitude (g = 980.6199 gals.).
 KY0949
 KY0949.The modeled gravity was interpolated from observed gravity values.
 KY0949
 KY0949;                    North         East    Units  Estimated Accuracy
 KY0949;SPC WV N     -   186,120.      507,680.      MT  (+/- 180 meters Scaled)
 KY0949
 KY0949                          SUPERSEDED SURVEY CONTROL
 KY0949
 KY0949  NGVD 29 (??/??/92)  396.902  (m)         1302.17   (f) ADJ UNCH    2 0
 KY0949
 KY0949.Superseded values are not recommended for survey control.
 KY0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0949.See file dsdata.txt to determine how the superseded data were derived.
 KY0949
 KY0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE354468(NAD 83)
 KY0949_MARKER: DB = BENCH MARK DISK
 KY0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0949_STAMPING: T 120 1957
 KY0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0949+STABILITY: SURFACE MOTION
 KY0949
 KY0949  HISTORY     - Date     Condition        Report By
 KY0949  HISTORY     - 1957     MONUMENTED       CGS
 KY0949
 KY0949                          STATION DESCRIPTION
 KY0949
 KY0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0949'1.1 MI NE FROM WEST LIBERTY.
 KY0949'ABOUT 1.1 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE WEST
 KY0949'LIBERTY HIGH SCHOOL GYMNASIUM AT WEST LIBERTY, 0.2 MILE SOUTH
 KY0949'OF THE BROOKE-OHIO COUNTY LINE, AT THE T JUNCTION OF A ROAD
 KY0949'LEADING EAST, 136 YARDS SOUTH OF THE INTERSECTION OF A HIGH POWER
 KY0949'LINE, 56 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 14 1/2 FEET
 KY0949'NORTH OF THE CENTER LINE OF THE GRADED ROAD LEADING EAST, 25 1/2
 KY0949'FEET EAST OF TELEPHONE POLE NO. 19, 1 FOOT SOUTH OF A FENCE LINE,
 KY0949'2 FEET EAST OF A WHITE CONCRETE WITNESS POST, 4 FEET BELOW THE
 KY0949'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 KY0949'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0931 ***********************************************************************
 KY0931  DESIGNATION -  T 121
 KY0931  PID         -  KY0931
 KY0931  STATE/COUNTY-  WV/OHIO
 KY0931  USGS QUAD   -  TILTONSVILLE (1985)
 KY0931
 KY0931                         *CURRENT SURVEY CONTROL
 KY0931  ___________________________________________________________________
 KY0931* NAD 83(1986)-  40 10 20.     (N)    080 41 05.     (W)     SCALED    
 KY0931* NAVD 88     -       204.288  (meters)     670.23   (feet)  ADJUSTED  
 KY0931  ___________________________________________________________________
 KY0931  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY0931  DYNAMIC HT  -         204.179 (meters)     669.88  (feet)  COMP
 KY0931  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 KY0931
 KY0931  VERT ORDER  -  FIRST     CLASS II
 KY0931
 KY0931.The horizontal coordinates were scaled from a topographic map and have
 KY0931.an estimated accuracy of +/- 6 seconds.
 KY0931
 KY0931.The orthometric height was determined by differential leveling
 KY0931.and adjusted by the National Geodetic Survey in June 1991..
 KY0931.WARNING-Repeat measurements at this control monument indicate possible
 KY0931.vertical movement.
 KY0931
 KY0931.The geoid height was determined by GEOID03.
 KY0931
 KY0931.The dynamic height is computed by dividing the NAVD 88
 KY0931.geopotential number by the normal gravity value computed on the
 KY0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0931.degrees latitude (g = 980.6199 gals.).
 KY0931
 KY0931.The modeled gravity was interpolated from observed gravity values.
 KY0931
 KY0931;                    North         East    Units  Estimated Accuracy
 KY0931;SPC WV N     -   186,320.      499,090.      MT  (+/- 180 meters Scaled)
 KY0931
 KY0931                          SUPERSEDED SURVEY CONTROL
 KY0931
 KY0931  NGVD 29 (??/??/92)  204.559  (m)          671.12   (f) ADJ UNCH    1 2
 KY0931
 KY0931.Superseded values are not recommended for survey control.
 KY0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0931.See file dsdata.txt to determine how the superseded data were derived.
 KY0931
 KY0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE268469(NAD 83)
 KY0931_MARKER: DB = BENCH MARK DISK
 KY0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0931_SP_SET: CULVERT
 KY0931_STAMPING: T 121 1957
 KY0931_MARK LOGO: CGS   
 KY0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0931
 KY0931  HISTORY     - Date     Condition        Report By
 KY0931  HISTORY     - 1957     MONUMENTED       CGS
 KY0931  HISTORY     - 1983     GOOD             NGS
 KY0931
 KY0931                          STATION DESCRIPTION
 KY0931
 KY0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0931'0.8 MI S FROM SHORT CREEK.
 KY0931'ABOUT 0.85 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0931'BRIDGE OVER SHORT CREEK AT SHORT CREEK, ABOUT 80 YARDS SOUTH OF
 KY0931'MILE POST 16, IN THE TOP OF SOUTH END OF WEST HEAD WALL OF A
 KY0931'9-FOOT CONCRETE CULVERT UNDER TRACK, 8 1/2 FEET WEST OF WEST
 KY0931'RAIL, 44 FEET WEST AND ACROSS TRACK FROM CENTER LINE OF STATE
 KY0931'HIGHWAY 2 AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
 KY0931
 KY0931                          STATION RECOVERY (1983)
 KY0931
 KY0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0787 ***********************************************************************
 JX0787  DESIGNATION -  T 122
 JX0787  PID         -  JX0787
 JX0787  STATE/COUNTY-  WV/MARSHALL
 JX0787  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0787
 JX0787                         *CURRENT SURVEY CONTROL
 JX0787  ___________________________________________________________________
 JX0787* NAD 83(1986)-  39 58 37.     (N)    080 39 16.     (W)     SCALED    
 JX0787* NAVD 88     -       402.314  (meters)    1319.93   (feet)  ADJUSTED  
 JX0787  ___________________________________________________________________
 JX0787  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JX0787  DYNAMIC HT  -         402.078 (meters)    1319.15  (feet)  COMP
 JX0787  MODELED GRAV-     980,028.5   (mgal)                       NAVD 88
 JX0787
 JX0787  VERT ORDER  -  SECOND    CLASS 0
 JX0787
 JX0787.The horizontal coordinates were scaled from a topographic map and have
 JX0787.an estimated accuracy of +/- 6 seconds.
 JX0787
 JX0787.The orthometric height was determined by differential leveling
 JX0787.and adjusted by the National Geodetic Survey in June 1991..
 JX0787
 JX0787.The geoid height was determined by GEOID03.
 JX0787
 JX0787.The dynamic height is computed by dividing the NAVD 88
 JX0787.geopotential number by the normal gravity value computed on the
 JX0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0787.degrees latitude (g = 980.6199 gals.).
 JX0787
 JX0787.The modeled gravity was interpolated from observed gravity values.
 JX0787
 JX0787;                    North         East    Units  Estimated Accuracy
 JX0787;SPC WV N     -   164,600.      501,390.      MT  (+/- 180 meters Scaled)
 JX0787
 JX0787                          SUPERSEDED SURVEY CONTROL
 JX0787
 JX0787  NGVD 29 (??/??/92)  402.458  (m)         1320.40   (f) ADJ UNCH    2 0
 JX0787
 JX0787.Superseded values are not recommended for survey control.
 JX0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0787.See file dsdata.txt to determine how the superseded data were derived.
 JX0787
 JX0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE295252(NAD 83)
 JX0787_MARKER: DB = BENCH MARK DISK
 JX0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0787_STAMPING: T 122 1957
 JX0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0787+STABILITY: SURFACE MOTION
 JX0787
 JX0787  HISTORY     - Date     Condition        Report By
 JX0787  HISTORY     - 1957     MONUMENTED       CGS
 JX0787  HISTORY     - 1983     GOOD             NGS
 JX0787
 JX0787                          STATION DESCRIPTION
 JX0787
 JX0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0787'2 MI SE FROM SHERRARD.
 JX0787'ABOUT 1.15 MILES SOUTHEAST ALONG STATE HIGHWAY 88 FROM THE SCHOOL
 JX0787'AT SHERRARD, THENCE ABOUT 0.8 MILE EAST ALONG HANLAN HILL ROAD,
 JX0787'22 1/2 SOUTH OF CENTER LINE OF ROAD, 19 FEET WEST OF CENTER LINE OF
 JX0787'A DRIVE WHICH CURVES TO THE SOUTHEAST AND LEADS TO A FARM,
 JX0787'141 FEET EAST AND ACROSS ROAD FROM THE SOUTH LEG OF A STEEL
 JX0787'MAST OF POWER TRANSMISSION LINE, 2 1/2 FEET NORTHEAST OF A POWER
 JX0787'POLE, ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 JX0787'OF A CONCRETE POST PROJECTING 2 INCHES.
 JX0787
 JX0787                          STATION RECOVERY (1983)
 JX0787
 JX0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0779 ***********************************************************************
 JX0779  DESIGNATION -  T 123
 JX0779  PID         -  JX0779
 JX0779  STATE/COUNTY-  WV/MARSHALL
 JX0779  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0779
 JX0779                         *CURRENT SURVEY CONTROL
 JX0779  ___________________________________________________________________
 JX0779* NAD 83(1986)-  39 57 30.     (N)    080 39 25.     (W)     SCALED    
 JX0779* NAVD 88     -       421.775  (meters)    1383.77   (feet)  ADJUSTED  
 JX0779  ___________________________________________________________________
 JX0779  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX0779  DYNAMIC HT  -         421.528 (meters)    1382.96  (feet)  COMP
 JX0779  MODELED GRAV-     980,028.1   (mgal)                       NAVD 88
 JX0779
 JX0779  VERT ORDER  -  SECOND    CLASS 0
 JX0779
 JX0779.The horizontal coordinates were scaled from a topographic map and have
 JX0779.an estimated accuracy of +/- 6 seconds.
 JX0779
 JX0779.The orthometric height was determined by differential leveling
 JX0779.and adjusted by the National Geodetic Survey in June 1991..
 JX0779
 JX0779.The geoid height was determined by GEOID03.
 JX0779
 JX0779.The dynamic height is computed by dividing the NAVD 88
 JX0779.geopotential number by the normal gravity value computed on the
 JX0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0779.degrees latitude (g = 980.6199 gals.).
 JX0779
 JX0779.The modeled gravity was interpolated from observed gravity values.
 JX0779
 JX0779;                    North         East    Units  Estimated Accuracy
 JX0779;SPC WV N     -   162,540.      501,150.      MT  (+/- 180 meters Scaled)
 JX0779
 JX0779                          SUPERSEDED SURVEY CONTROL
 JX0779
 JX0779  NGVD 29 (??/??/92)  421.919  (m)         1384.25   (f) ADJ UNCH    2 0
 JX0779
 JX0779.Superseded values are not recommended for survey control.
 JX0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0779.See file dsdata.txt to determine how the superseded data were derived.
 JX0779
 JX0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE293231(NAD 83)
 JX0779_MARKER: DB = BENCH MARK DISK
 JX0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0779_STAMPING: T 123 1957
 JX0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0779+STABILITY: SURFACE MOTION
 JX0779
 JX0779  HISTORY     - Date     Condition        Report By
 JX0779  HISTORY     - 1957     MONUMENTED       CGS
 JX0779  HISTORY     - 1983     GOOD             NGS
 JX0779
 JX0779                          STATION DESCRIPTION
 JX0779
 JX0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0779'2 MI NW FROM LIMESTONE.
 JX0779'ABOUT 1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE
 JX0779'WASHINGTON DISTRICT CONSOLIDATED SCHOOL AT LIMESTONE, THENCE
 JX0779'0.95 MILE NORTH ALONG STATE HIGHWAY 88, ABOUT 0.1 MILE SOUTH
 JX0779'OF JUNCTION OF PINE HILL ROAD LEADING EAST, 62 FEET WEST OF CENTER
 JX0779'LINE OF HIGHWAY, 9 FEET SOUTH-SOUTHWEST OF CENTER LINE OF A
 JX0779'DRIVE TO I.O.O. F HALL AND NEAR THE SOUTH LINE OF LOT, 93 FEET
 JX0779'SOUTHEAST OF SOUTHEAST CORNER OF BUILDING, 96 FEET SOUTHEAST
 JX0779'OF A FLAG POLE, 11 FEET WEST-NORTHWEST OF A 14-INCH WILD CHERRY
 JX0779'TREE, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT 10 FEET
 JX0779'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JX0779'POST PROJECTING 1 INCH.
 JX0779
 JX0779                          STATION RECOVERY (1983)
 JX0779
 JX0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0538 ***********************************************************************
 JX0538  DESIGNATION -  T 125
 JX0538  PID         -  JX0538
 JX0538  STATE/COUNTY-  WV/MARSHALL
 JX0538  USGS QUAD   -  LITTLETON (1976)
 JX0538
 JX0538                         *CURRENT SURVEY CONTROL
 JX0538  ___________________________________________________________________
 JX0538* NAD 83(1986)-  39 44 17.     (N)    080 34 15.     (W)     SCALED    
 JX0538* NAVD 88     -       292.181  (meters)     958.60   (feet)  ADJUSTED  
 JX0538  ___________________________________________________________________
 JX0538  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0538  DYNAMIC HT  -         292.011 (meters)     958.04  (feet)  COMP
 JX0538  MODELED GRAV-     980,037.6   (mgal)                       NAVD 88
 JX0538
 JX0538  VERT ORDER  -  SECOND    CLASS 0
 JX0538
 JX0538.The horizontal coordinates were scaled from a topographic map and have
 JX0538.an estimated accuracy of +/- 6 seconds.
 JX0538
 JX0538.The orthometric height was determined by differential leveling
 JX0538.and adjusted by the National Geodetic Survey in June 1991..
 JX0538
 JX0538.The geoid height was determined by GEOID03.
 JX0538
 JX0538.The dynamic height is computed by dividing the NAVD 88
 JX0538.geopotential number by the normal gravity value computed on the
 JX0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0538.degrees latitude (g = 980.6199 gals.).
 JX0538
 JX0538.The modeled gravity was interpolated from observed gravity values.
 JX0538
 JX0538;                    North         East    Units  Estimated Accuracy
 JX0538;SPC WV N     -   137,990.      508,220.      MT  (+/- 180 meters Scaled)
 JX0538
 JX0538                          SUPERSEDED SURVEY CONTROL
 JX0538
 JX0538  NGVD 29 (??/??/92)  292.318  (m)          959.05   (f) ADJ UNCH    2 0
 JX0538
 JX0538.Superseded values are not recommended for survey control.
 JX0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0538.See file dsdata.txt to determine how the superseded data were derived.
 JX0538
 JX0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND367987(NAD 83)
 JX0538_MARKER: DB = BENCH MARK DISK
 JX0538_SETTING: 66 = SET IN ROCK OUTCROP
 JX0538_SP_SET: ROCK CUT
 JX0538_STAMPING: T 125 1957
 JX0538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0538+STABILITY: POSITION/ELEVATION WELL
 JX0538
 JX0538  HISTORY     - Date     Condition        Report By
 JX0538  HISTORY     - 1957     MONUMENTED       CGS
 JX0538
 JX0538                          STATION DESCRIPTION
 JX0538
 JX0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0538'2.2 MI SW FROM BELLTON.
 JX0538'ABOUT 1.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 250 FROM THE
 JX0538'BALTIMORE AND OHIO STATION SIGN DENVER AT BELLTON, THENCE ABOUT
 JX0538'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 89, ABOUT 0.65 MILE
 JX0538'NORTHEAST OF A 2-SPAN STEEL BRIDGE OVER WEST VIRGINIA FORK OF
 JX0538'FISH CREEK, NEAR THE CENTER OF THE SOUTHWEST 1/2 OF A SHALY ROCK
 JX0538'CUT, SET VERTICALLY IN THE SOUTHEAST FACE OF BOTTOM SOLID LAYER OF
 JX0538'ROCK IN CUT, 13 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, ABOUT 4
 JX0538'YARDS SOUTHWEST OF THE DEEPEST PART OF ROCK CUT AND ABOUT 1/2
 JX0538'FOOT ABOVE LEVEL OF HIGHWAY AND ABOUT 2 1/2 FEET ABOVE BOTTOM
 JX0538'OF DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0557 ***********************************************************************
 JX0557  DESIGNATION -  T 126
 JX0557  PID         -  JX0557
 JX0557  STATE/COUNTY-  WV/WETZEL
 JX0557  USGS QUAD   -  WILEYVILLE (1976)
 JX0557
 JX0557                         *CURRENT SURVEY CONTROL
 JX0557  ___________________________________________________________________
 JX0557* NAD 83(1986)-  39 40 50.     (N)    080 43 19.     (W)     SCALED    
 JX0557* NAVD 88     -       397.622  (meters)    1304.53   (feet)  ADJUSTED  
 JX0557  ___________________________________________________________________
 JX0557  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JX0557  DYNAMIC HT  -         397.385 (meters)    1303.75  (feet)  COMP
 JX0557  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 JX0557
 JX0557  VERT ORDER  -  SECOND    CLASS 0
 JX0557
 JX0557.The horizontal coordinates were scaled from a topographic map and have
 JX0557.an estimated accuracy of +/- 6 seconds.
 JX0557
 JX0557.The orthometric height was determined by differential leveling
 JX0557.and adjusted by the National Geodetic Survey in June 1991..
 JX0557
 JX0557.The geoid height was determined by GEOID03.
 JX0557
 JX0557.The dynamic height is computed by dividing the NAVD 88
 JX0557.geopotential number by the normal gravity value computed on the
 JX0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0557.degrees latitude (g = 980.6199 gals.).
 JX0557
 JX0557.The modeled gravity was interpolated from observed gravity values.
 JX0557
 JX0557;                    North         East    Units  Estimated Accuracy
 JX0557;SPC WV N     -   131,780.      495,180.      MT  (+/- 180 meters Scaled)
 JX0557
 JX0557                          SUPERSEDED SURVEY CONTROL
 JX0557
 JX0557  NGVD 29 (??/??/92)  397.775  (m)         1305.03   (f) ADJ UNCH    2 0
 JX0557
 JX0557.Superseded values are not recommended for survey control.
 JX0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0557.See file dsdata.txt to determine how the superseded data were derived.
 JX0557
 JX0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND238923(NAD 83)
 JX0557_MARKER: DB = BENCH MARK DISK
 JX0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0557_STAMPING: T 126 1957
 JX0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0557+STABILITY: SURFACE MOTION
 JX0557
 JX0557  HISTORY     - Date     Condition        Report By
 JX0557  HISTORY     - 1957     MONUMENTED       CGS
 JX0557
 JX0557                          STATION DESCRIPTION
 JX0557
 JX0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0557'1 MI NW FROM NEWDALE.
 JX0557'ABOUT 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 JX0557'OF BLACK TOP ROAD LEADING SOUTHWEST TO NEW MARTINSVILLE AT
 JX0557'NEWDALE, 18 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 99 1/2
 JX0557'FEET NORTHWEST AND ACROSS ROAD FROM POWER POLE WITH A
 JX0557'TRANSFORMER, 2 FEET SOUTHWEST OF A GARDEN FENCE, 2 FEET SOUTHEAST
 JX0557'OF A CONCRETE WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JX0557'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0719 ***********************************************************************
 JX0719  DESIGNATION -  T 127
 JX0719  PID         -  JX0719
 JX0719  STATE/COUNTY-  WV/MARSHALL
 JX0719  USGS QUAD   -  GLEN EASTON (1976)
 JX0719
 JX0719                         *CURRENT SURVEY CONTROL
 JX0719  ___________________________________________________________________
 JX0719* NAD 83(1986)-  39 46 45.     (N)    080 44 10.     (W)     SCALED    
 JX0719* NAVD 88     -       210.680  (meters)     691.21   (feet)  ADJUSTED  
 JX0719  ___________________________________________________________________
 JX0719  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JX0719  DYNAMIC HT  -         210.562 (meters)     690.82  (feet)  COMP
 JX0719  MODELED GRAV-     980,059.2   (mgal)                       NAVD 88
 JX0719
 JX0719  VERT ORDER  -  SECOND    CLASS 0
 JX0719
 JX0719.The horizontal coordinates were scaled from a topographic map and have
 JX0719.an estimated accuracy of +/- 6 seconds.
 JX0719
 JX0719.The orthometric height was determined by differential leveling
 JX0719.and adjusted by the National Geodetic Survey in June 1991..
 JX0719
 JX0719.The geoid height was determined by GEOID03.
 JX0719
 JX0719.The dynamic height is computed by dividing the NAVD 88
 JX0719.geopotential number by the normal gravity value computed on the
 JX0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0719.degrees latitude (g = 980.6199 gals.).
 JX0719
 JX0719.The modeled gravity was interpolated from observed gravity values.
 JX0719
 JX0719;                    North         East    Units  Estimated Accuracy
 JX0719;SPC WV N     -   142,740.      494,110.      MT  (+/- 180 meters Scaled)
 JX0719
 JX0719                          SUPERSEDED SURVEY CONTROL
 JX0719
 JX0719  NGVD 29 (??/??/92)  210.826  (m)          691.68   (f) ADJ UNCH    2 0
 JX0719
 JX0719.Superseded values are not recommended for survey control.
 JX0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0719.See file dsdata.txt to determine how the superseded data were derived.
 JX0719
 JX0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE225032(NAD 83)
 JX0719_MARKER: DB = BENCH MARK DISK
 JX0719_SETTING: 66 = SET IN ROCK OUTCROP
 JX0719_SP_SET: ROCK PROJECTION
 JX0719_STAMPING: T 127 1957
 JX0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0719+STABILITY: POSITION/ELEVATION WELL
 JX0719
 JX0719  HISTORY     - Date     Condition        Report By
 JX0719  HISTORY     - 1957     MONUMENTED       CGS
 JX0719
 JX0719                          STATION DESCRIPTION
 JX0719
 JX0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0719'3.8 MI NW FROM LYNN CAMP.
 JX0719'ABOUT 0.45 MILE NORTH ALONG A BLACK TOP ROAD FROM THE METHODIST
 JX0719'CHURCH AT LYNN CAMP, THENCE ABOUT 3.3 MILES NORTHWEST ALONG A GRAVEL
 JX0719'ROAD FOLLOWING FISH CREEK AND LEADING TO GRAYSVILLE, 13 FEET
 JX0719'SOUTHWEST OF CENTER LINE OF ROAD, SET VERTICALLY IN THE NORTHEAST
 JX0719'FACE OF A ROCK PROJECTION, 41 FEET NORTHWEST OF CENTER LINE OF
 JX0719'A DRIVE TO A HOUSE, 4 1/2 FEET NORTHWEST OF SOUTHEAST EDGE OF
 JX0719'ROCK PROJECTION, ABOUT IN LINE WITH THE NORTHEAST FACE OF FRONT
 JX0719'PORCH OF A HOUSE WHICH IS LOCATED ON SOUTHWEST SIDE OF FISH CREEK
 JX0719'AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0604 ***********************************************************************
 JX0604  DESIGNATION -  T 128
 JX0604  PID         -  JX0604
 JX0604  STATE/COUNTY-  WV/WETZEL
 JX0604  USGS QUAD   -  LITTLETON (1976)
 JX0604
 JX0604                         *CURRENT SURVEY CONTROL
 JX0604  ___________________________________________________________________
 JX0604* NAD 83(1986)-  39 39 11.     (N)    080 32 27.     (W)     SCALED    
 JX0604* NAVD 88     -       386.592  (meters)    1268.34   (feet)  ADJUSTED  
 JX0604  ___________________________________________________________________
 JX0604  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JX0604  DYNAMIC HT  -         386.367 (meters)    1267.61  (feet)  COMP
 JX0604  MODELED GRAV-     980,032.2   (mgal)                       NAVD 88
 JX0604
 JX0604  VERT ORDER  -  SECOND    CLASS 0
 JX0604
 JX0604.The horizontal coordinates were scaled from a topographic map and have
 JX0604.an estimated accuracy of +/- 6 seconds.
 JX0604
 JX0604.The orthometric height was determined by differential leveling
 JX0604.and adjusted by the National Geodetic Survey in June 1991..
 JX0604
 JX0604.The geoid height was determined by GEOID03.
 JX0604
 JX0604.The dynamic height is computed by dividing the NAVD 88
 JX0604.geopotential number by the normal gravity value computed on the
 JX0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0604.degrees latitude (g = 980.6199 gals.).
 JX0604
 JX0604.The modeled gravity was interpolated from observed gravity values.
 JX0604
 JX0604;                    North         East    Units  Estimated Accuracy
 JX0604;SPC WV N     -   128,530.      510,680.      MT  (+/- 180 meters Scaled)
 JX0604
 JX0604                          SUPERSEDED SURVEY CONTROL
 JX0604
 JX0604  NGVD 29 (??/??/92)  386.744  (m)         1268.84   (f) ADJ UNCH    2 0
 JX0604
 JX0604.Superseded values are not recommended for survey control.
 JX0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0604.See file dsdata.txt to determine how the superseded data were derived.
 JX0604
 JX0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND393893(NAD 83)
 JX0604_MARKER: DB = BENCH MARK DISK
 JX0604_SETTING: 66 = SET IN ROCK OUTCROP
 JX0604_SP_SET: ROCK CUT
 JX0604_STAMPING: T 128 1957
 JX0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0604+STABILITY: POSITION/ELEVATION WELL
 JX0604
 JX0604  HISTORY     - Date     Condition        Report By
 JX0604  HISTORY     - 1957     MONUMENTED       CGS
 JX0604
 JX0604                          STATION DESCRIPTION
 JX0604
 JX0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0604'1.8 MI NE FROM UNIONTOWN.
 JX0604'ABOUT 1.85 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE POST
 JX0604'OFFICE AND ROAD JUNCTION AT UNIONTOWN, ABOUT 0.85 MILE NORTHEAST
 JX0604'OF MT. ZION BAPTIST CHURCH, ON THE WEST SLOPE OF A LONG HILL,
 JX0604'ABOUT 50 FEET WEST OF A SHORT CURVE WITH TANGENTS EXTENDING
 JX0604'WEST AND NORTHEAST, SET VERTICALLY IN THE NORTH FACE OF A ROCK
 JX0604'CUT, 19 FEET SOUTH OF CENTER LINE OF HIGHWAY, 1/2 FOOT ABOVE
 JX0604'GROUND AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0668 ***********************************************************************
 JX0668  DESIGNATION -  T 129
 JX0668  PID         -  JX0668
 JX0668  STATE/COUNTY-  WV/WETZEL
 JX0668  USGS QUAD   -  BIG RUN (1976)
 JX0668
 JX0668                         *CURRENT SURVEY CONTROL
 JX0668  ___________________________________________________________________
 JX0668* NAD 83(1986)-  39 35 22.     (N)    080 32 11.     (W)     SCALED    
 JX0668* NAVD 88     -       272.159  (meters)     892.91   (feet)  ADJUSTED  
 JX0668  ___________________________________________________________________
 JX0668  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JX0668  DYNAMIC HT  -         271.997 (meters)     892.38  (feet)  COMP
 JX0668  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 JX0668
 JX0668  VERT ORDER  -  SECOND    CLASS 0
 JX0668
 JX0668.The horizontal coordinates were scaled from a topographic map and have
 JX0668.an estimated accuracy of +/- 6 seconds.
 JX0668
 JX0668.The orthometric height was determined by differential leveling
 JX0668.and adjusted by the National Geodetic Survey in June 1991..
 JX0668
 JX0668.The geoid height was determined by GEOID03.
 JX0668
 JX0668.The dynamic height is computed by dividing the NAVD 88
 JX0668.geopotential number by the normal gravity value computed on the
 JX0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0668.degrees latitude (g = 980.6199 gals.).
 JX0668
 JX0668.The modeled gravity was interpolated from observed gravity values.
 JX0668
 JX0668;                    North         East    Units  Estimated Accuracy
 JX0668;SPC WV N     -   121,460.      510,980.      MT  (+/- 180 meters Scaled)
 JX0668
 JX0668                          SUPERSEDED SURVEY CONTROL
 JX0668
 JX0668  NGVD 29 (??/??/92)  272.309  (m)          893.40   (f) ADJ UNCH    2 0
 JX0668
 JX0668.Superseded values are not recommended for survey control.
 JX0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0668.See file dsdata.txt to determine how the superseded data were derived.
 JX0668
 JX0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND398822(NAD 83)
 JX0668_MARKER: DB = BENCH MARK DISK
 JX0668_SETTING: 66 = SET IN ROCK OUTCROP
 JX0668_SP_SET: ROCK CUT
 JX0668_STAMPING: T 129 1957
 JX0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0668+STABILITY: POSITION/ELEVATION WELL
 JX0668
 JX0668  HISTORY     - Date     Condition        Report By
 JX0668  HISTORY     - 1957     MONUMENTED       CGS
 JX0668
 JX0668                          STATION DESCRIPTION
 JX0668
 JX0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0668'0.3 MI NE FROM BURCHFIELD.
 JX0668'ABOUT 0.3 MILE NORTHEAST ALONG A GRAVEL ROAD FROM BRIDGE OVER
 JX0668'WILLEY FORK AT BURCHFIELD, AT A CROSS ROAD, AT AN OLD ABANDONED
 JX0668'SAW MILL, SET VERTICALLY IN THE SOUTHWEST FACE OF A PROJECTION OF
 JX0668'ROCK THAT IS PART OF A CUT IN THE NORTHEAST ANGLE OF CROSSROAD,
 JX0668'35 FEET NORTH OF CENTER LINE OF ROAD EAST, 26 FEET EAST OF CENTER
 JX0668'LINE OF ROAD NORTH AND ABOUT 6 FEET ABOVE LEVEL OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0776 ***********************************************************************
 JX0776  DESIGNATION -  T 129
 JX0776  PID         -  JX0776
 JX0776  STATE/COUNTY-  WV/MARSHALL
 JX0776  USGS QUAD   -  MAJORSVILLE (1988)
 JX0776
 JX0776                         *CURRENT SURVEY CONTROL
 JX0776  ___________________________________________________________________
 JX0776* NAD 83(1986)-  39 57 47.     (N)    080 34 38.     (W)     SCALED    
 JX0776* NAVD 88     -       245.525  (meters)     805.53   (feet)  ADJUSTED  
 JX0776  ___________________________________________________________________
 JX0776  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JX0776  DYNAMIC HT  -         245.379 (meters)     805.05  (feet)  COMP
 JX0776  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 JX0776
 JX0776  VERT ORDER  -  SECOND    CLASS 0
 JX0776
 JX0776.The horizontal coordinates were scaled from a topographic map and have
 JX0776.an estimated accuracy of +/- 6 seconds.
 JX0776
 JX0776.The orthometric height was determined by differential leveling
 JX0776.and adjusted by the National Geodetic Survey in June 1991..
 JX0776
 JX0776.The geoid height was determined by GEOID03.
 JX0776
 JX0776.The dynamic height is computed by dividing the NAVD 88
 JX0776.geopotential number by the normal gravity value computed on the
 JX0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0776.degrees latitude (g = 980.6199 gals.).
 JX0776
 JX0776.The modeled gravity was interpolated from observed gravity values.
 JX0776
 JX0776;                    North         East    Units  Estimated Accuracy
 JX0776;SPC WV N     -   162,980.      507,970.      MT  (+/- 180 meters Scaled)
 JX0776
 JX0776                          SUPERSEDED SURVEY CONTROL
 JX0776
 JX0776  NGVD 29 (??/??/92)  245.665  (m)          805.99   (f) ADJ UNCH    2 0
 JX0776
 JX0776.Superseded values are not recommended for survey control.
 JX0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0776.See file dsdata.txt to determine how the superseded data were derived.
 JX0776
 JX0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE361237(NAD 83)
 JX0776_MARKER: DB = BENCH MARK DISK
 JX0776_SETTING: 66 = SET IN ROCK OUTCROP
 JX0776_SP_SET: ROCK PROJECTION
 JX0776_STAMPING: T 124 1957
 JX0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0776+STABILITY: POSITION/ELEVATION WELL
 JX0776
 JX0776  HISTORY     - Date     Condition        Report By
 JX0776  HISTORY     - 1957     MONUMENTED       CGS
 JX0776
 JX0776                          STATION DESCRIPTION
 JX0776
 JX0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0776'0.8 MI SE FROM VIOLA.
 JX0776'ABOUT 0.75 MILE SOUTHEAST ALONG A DIRT ROAD FOLLOWING WHEELING
 JX0776'CREEK FROM THE JUNCTION OF DALLAS-LIMESTONE ROAD AND WHEELING
 JX0776'CREEK INN AT VIOLA, 0.25 MILE SOUTHEAST OF JUNCTION OF A ROAD
 JX0776'LEADING NORTH AND UPHILL, 12 FEET NORTH-NORTHEAST OF CENTER INE
 JX0776'OF ROAD, 40 FEET WEST-NORTHWEST OF WEST-NORTHWEST EDGE OF ROUGH
 JX0776'STONE STEPS TO MYERS LODGE, 7 FEET SOUTHEAST OF A 40-INCH MAPLE
 JX0776'TREE, SET VERTICALLY IN THE SLANTING SOUTHWEST FACE OF A 3/4
 JX0776'FOOT HIGH AND 2 1/2 FOOT WIDE PROJECTION OF ROCK, 49 1/2 FEET
 JX0776'NORTHWEST AND ACROSS ROAD FROM CENTER OF A WELL AND ABOUT 1 FOOT
 JX0776'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0621 ***********************************************************************
 JX0621  DESIGNATION -  T 130
 JX0621  PID         -  JX0621
 JX0621  STATE/COUNTY-  WV/WETZEL
 JX0621  USGS QUAD   -  WILEYVILLE (1976)
 JX0621
 JX0621                         *CURRENT SURVEY CONTROL
 JX0621  ___________________________________________________________________
 JX0621* NAD 83(1986)-  39 39 11.     (N)    080 41 14.     (W)     SCALED    
 JX0621* NAVD 88     -       414.265  (meters)    1359.13   (feet)  ADJUSTED  
 JX0621  ___________________________________________________________________
 JX0621  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JX0621  DYNAMIC HT  -         414.022 (meters)    1358.34  (feet)  COMP
 JX0621  MODELED GRAV-     980,027.6   (mgal)                       NAVD 88
 JX0621
 JX0621  VERT ORDER  -  SECOND    CLASS 0
 JX0621
 JX0621.The horizontal coordinates were scaled from a topographic map and have
 JX0621.an estimated accuracy of +/- 6 seconds.
 JX0621
 JX0621.The orthometric height was determined by differential leveling
 JX0621.and adjusted by the National Geodetic Survey in June 1991..
 JX0621
 JX0621.The geoid height was determined by GEOID03.
 JX0621
 JX0621.The dynamic height is computed by dividing the NAVD 88
 JX0621.geopotential number by the normal gravity value computed on the
 JX0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0621.degrees latitude (g = 980.6199 gals.).
 JX0621
 JX0621.The modeled gravity was interpolated from observed gravity values.
 JX0621
 JX0621;                    North         East    Units  Estimated Accuracy
 JX0621;SPC WV N     -   128,680.      498,120.      MT  (+/- 180 meters Scaled)
 JX0621
 JX0621                          SUPERSEDED SURVEY CONTROL
 JX0621
 JX0621  NGVD 29 (??/??/92)  414.427  (m)         1359.67   (f) ADJ UNCH    2 0
 JX0621
 JX0621.Superseded values are not recommended for survey control.
 JX0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0621.See file dsdata.txt to determine how the superseded data were derived.
 JX0621
 JX0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND268892(NAD 83)
 JX0621_MARKER: DB = BENCH MARK DISK
 JX0621_SETTING: 66 = SET IN ROCK OUTCROP
 JX0621_SP_SET: ROCK OUTCROP
 JX0621_STAMPING: T 130 1957
 JX0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0621+STABILITY: POSITION/ELEVATION WELL
 JX0621
 JX0621  HISTORY     - Date     Condition        Report By
 JX0621  HISTORY     - 1957     MONUMENTED       CGS
 JX0621
 JX0621                          STATION DESCRIPTION
 JX0621
 JX0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0621'5 MI NW FROM WILEYVILLE.
 JX0621'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH OF
 JX0621'CHRIST AT WILEYVILLE, THENCE ABOUT 2.65 MILES NORTH ALONG A
 JX0621'GRAVEL ROAD, ON THE NORTH SLOPE OF A HILL, AT THE NORTHEAST
 JX0621'CORNER OF AN OPEN FIELD AND AT A POINT WHERE THE FIELD COMES TO
 JX0621'A NARROW POINT, 27 FEET WEST OF CENTER LINE OF ROAD, 10 1/2 FEET
 JX0621'EAST OF THE NORTH ONE OF TWO GATE POSTS WHICH ARE AT WEST EDGE
 JX0621'OF ROCK OUTCROP, IN THE TOP OF A FLAT ROCK OUTCROP WHICH IS
 JX0621'PARTLY BURIED LARGE OUTCROP AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
 JX0621'NOTE-- MARK IS REACHED FROM NEWDALE BY GOING ABOUT 1.6 MILES
 JX0621'EAST ALONG STATE HIGHWAY 89 FROM BLACK TOP ROAD JUNCTION, THENCE
 JX0621'ABOUT 1.5 MILES SOUTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1052 ***********************************************************************
 JX1052  DESIGNATION -  T 131
 JX1052  PID         -  JX1052
 JX1052  STATE/COUNTY-  WV/PLEASANTS
 JX1052  USGS QUAD   -  ELLENBORO (1975)
 JX1052
 JX1052                         *CURRENT SURVEY CONTROL
 JX1052  ___________________________________________________________________
 JX1052* NAD 83(1986)-  39 21 53.     (N)    081 03 20.     (W)     SCALED    
 JX1052* NAVD 88     -       221.850  (meters)     727.85   (feet)  ADJUSTED  
 JX1052  ___________________________________________________________________
 JX1052  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JX1052  DYNAMIC HT  -         221.715 (meters)     727.41  (feet)  COMP
 JX1052  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 JX1052
 JX1052  VERT ORDER  -  SECOND    CLASS 0
 JX1052
 JX1052.The horizontal coordinates were scaled from a topographic map and have
 JX1052.an estimated accuracy of +/- 6 seconds.
 JX1052
 JX1052.The orthometric height was determined by differential leveling
 JX1052.and adjusted by the National Geodetic Survey in June 1991..
 JX1052
 JX1052.The geoid height was determined by GEOID03.
 JX1052
 JX1052.The dynamic height is computed by dividing the NAVD 88
 JX1052.geopotential number by the normal gravity value computed on the
 JX1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1052.degrees latitude (g = 980.6199 gals.).
 JX1052
 JX1052.The modeled gravity was interpolated from observed gravity values.
 JX1052
 JX1052;                    North         East    Units  Estimated Accuracy
 JX1052;SPC WV N     -    97,160.      465,960.      MT  (+/- 180 meters Scaled)
 JX1052
 JX1052                          SUPERSEDED SURVEY CONTROL
 JX1052
 JX1052  NGVD 29 (??/??/92)  222.018  (m)          728.40   (f) ADJ UNCH    2 0
 JX1052
 JX1052.Superseded values are not recommended for survey control.
 JX1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1052.See file dsdata.txt to determine how the superseded data were derived.
 JX1052
 JX1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD952572(NAD 83)
 JX1052_MARKER: DB = BENCH MARK DISK
 JX1052_SETTING: 66 = SET IN ROCK OUTCROP
 JX1052_SP_SET: ROCK LEDGE
 JX1052_STAMPING: T 131 1957
 JX1052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1052+STABILITY: POSITION/ELEVATION WELL
 JX1052
 JX1052  HISTORY     - Date     Condition        Report By
 JX1052  HISTORY     - 1957     MONUMENTED       CGS
 JX1052
 JX1052                          STATION DESCRIPTION
 JX1052
 JX1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1052'6.1 MI NE FROM FINCH.
 JX1052'ABOUT 1.4 MILES NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 50 FROM
 JX1052'THE MT. OLIVET METHODIST CHURCH AT FINCH, THENCE ABOUT 1.1 MILES
 JX1052'NORTHEAST ALONG A GRAVEL ROAD, THENCE 0.15 MILE SOUTHEAST ALONG
 JX1052'A GRAVEL ROAD, THENCE ABOUT 1.15 MILES NORTHEAST ALONG A GRAVEL
 JX1052'ROAD, THENCE ABOUT 0.8 MILE NORTH ALONG GRAVEL ROAD, THENCE ABOUT
 JX1052'0.5 MILE EAST ALONG GRAVEL ROAD, THENCE ABOUT 1.0 MILE NORTH
 JX1052'AND NORTHEAST ALONG A GRAVEL ROAD, ABOUT 2.9 MILES WEST AND
 JX1052'SOUTHWEST ALONG A ROAD LEADING VIA PINE GROVE CHURCH AND CEMETERY
 JX1052'FROM THE METHODIST CHURCH AND ROAD JUNCTION AT HEBRON, ABOUT 0.15
 JX1052'MILE NORTHEAST OF A LOW WATER BRIDGE OVER MC KIM CREEK, IN THE
 JX1052'TOP OF A SHELF OF A 12 BY 7-FOOT ROCK LEDGE, 57 FEET NORTHWEST
 JX1052'AND ACROSS SMALL STREAM FROM CENTER LINE OF ROAD, 14 FEET
 JX1052'SOUTHWEST OF A TRIANGULAR BLAZED 12-INCH ELM TREE, 1 1/2 FEET
 JX1052'EAST AND ABOUT 1 1/2 FEET BELOW A 12-INCH TRIANGLE CHISELED IN
 JX1052'FACE OF LEDGE AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0920 ***********************************************************************
 JX0920  DESIGNATION -  T 132
 JX0920  PID         -  JX0920
 JX0920  STATE/COUNTY-  WV/RITCHIE
 JX0920  USGS QUAD   -  SCHULTZ (1975)
 JX0920
 JX0920                         *CURRENT SURVEY CONTROL
 JX0920  ___________________________________________________________________
 JX0920* NAD 83(1986)-  39 17 14.     (N)    081 09 08.     (W)     SCALED    
 JX0920* NAVD 88     -       254.401  (meters)     834.65   (feet)  ADJUSTED  
 JX0920  ___________________________________________________________________
 JX0920  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JX0920  DYNAMIC HT  -         254.244 (meters)     834.13  (feet)  COMP
 JX0920  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 JX0920
 JX0920  VERT ORDER  -  SECOND    CLASS 0
 JX0920
 JX0920.The horizontal coordinates were scaled from a topographic map and have
 JX0920.an estimated accuracy of +/- 6 seconds.
 JX0920
 JX0920.The orthometric height was determined by differential leveling
 JX0920.and adjusted by the National Geodetic Survey in June 1991..
 JX0920
 JX0920.The geoid height was determined by GEOID03.
 JX0920
 JX0920.The dynamic height is computed by dividing the NAVD 88
 JX0920.geopotential number by the normal gravity value computed on the
 JX0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0920.degrees latitude (g = 980.6199 gals.).
 JX0920
 JX0920.The modeled gravity was interpolated from observed gravity values.
 JX0920
 JX0920;                    North         East    Units  Estimated Accuracy
 JX0920;SPC WV N     -    88,710.      457,470.      MT  (+/- 180 meters Scaled)
 JX0920
 JX0920                          SUPERSEDED SURVEY CONTROL
 JX0920
 JX0920  NGVD 29 (??/??/92)  254.570  (m)          835.20   (f) ADJ UNCH    2 0
 JX0920
 JX0920.Superseded values are not recommended for survey control.
 JX0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0920.See file dsdata.txt to determine how the superseded data were derived.
 JX0920
 JX0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD868486(NAD 83)
 JX0920_MARKER: DB = BENCH MARK DISK
 JX0920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0920_SP_SET: CULVERT
 JX0920_STAMPING: T 132 1957
 JX0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0920
 JX0920  HISTORY     - Date     Condition        Report By
 JX0920  HISTORY     - 1957     MONUMENTED       CGS
 JX0920  HISTORY     - 1960     GOOD             NGS
 JX0920
 JX0920                          STATION DESCRIPTION
 JX0920
 JX0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0920'AT GLENDALE.
 JX0920'AT GLENDALE, ALONG U.S. HIGHWAY 50, NEAR THE SCHOOL, IN THE
 JX0920'TOP OF SOUTHWEST END OF NORTHWEST HEAD WALL OF A 6-FOOT CONRETE
 JX0920'BOX CULVERT UNDER HIGHWAY, 23 1/2 FEET NORTHWEST OF CENTER LINE
 JX0920'OF HIGHWAY, 94 FEET SOUTH OF SOUTH CORNER OF SCHOOL, 1 FOOT
 JX0920'NORTHEAST OF SOUTHWEST END OF HEAD WALL AND ABOUT 1 1/2 FEET
 JX0920'BELOW LEVEL OF HIGHWAY.
 JX0920
 JX0920                          STATION RECOVERY (1960)
 JX0920
 JX0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JX0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0319 ***********************************************************************
 JX0319  DESIGNATION -  T 133
 JX0319  PID         -  JX0319
 JX0319  STATE/COUNTY-  WV/DODDRIDGE
 JX0319  USGS QUAD   -  WEST UNION (1987)
 JX0319
 JX0319                         *CURRENT SURVEY CONTROL
 JX0319  ___________________________________________________________________
 JX0319* NAD 83(1986)-  39 18 26.     (N)    080 45 07.     (W)     SCALED    
 JX0319* NAVD 88     -       253.601  (meters)     832.02   (feet)  ADJUSTED  
 JX0319  ___________________________________________________________________
 JX0319  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JX0319  DYNAMIC HT  -         253.445 (meters)     831.51  (feet)  COMP
 JX0319  MODELED GRAV-     980,009.2   (mgal)                       NAVD 88
 JX0319
 JX0319  VERT ORDER  -  FIRST     CLASS II
 JX0319
 JX0319.The horizontal coordinates were scaled from a topographic map and have
 JX0319.an estimated accuracy of +/- 6 seconds.
 JX0319
 JX0319.The orthometric height was determined by differential leveling
 JX0319.and adjusted by the National Geodetic Survey in June 1991..
 JX0319
 JX0319.The geoid height was determined by GEOID03.
 JX0319
 JX0319.The dynamic height is computed by dividing the NAVD 88
 JX0319.geopotential number by the normal gravity value computed on the
 JX0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0319.degrees latitude (g = 980.6199 gals.).
 JX0319
 JX0319.The modeled gravity was interpolated from observed gravity values.
 JX0319
 JX0319;                    North         East    Units  Estimated Accuracy
 JX0319;SPC WV N     -    90,370.      492,030.      MT  (+/- 180 meters Scaled)
 JX0319
 JX0319                          SUPERSEDED SURVEY CONTROL
 JX0319
 JX0319  NGVD 29 (??/??/92)  253.757  (m)          832.53   (f) ADJ UNCH    1 2
 JX0319
 JX0319.Superseded values are not recommended for survey control.
 JX0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0319.See file dsdata.txt to determine how the superseded data were derived.
 JX0319
 JX0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND213509(NAD 83)
 JX0319_MARKER: DB = BENCH MARK DISK
 JX0319_SETTING: 66 = SET IN ROCK OUTCROP
 JX0319_SP_SET: LEDGE
 JX0319_STAMPING: T 133 1957
 JX0319_MARK LOGO: CGS   
 JX0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0319+STABILITY: POSITION/ELEVATION WELL
 JX0319
 JX0319  HISTORY     - Date     Condition        Report By
 JX0319  HISTORY     - 1957     MONUMENTED       CGS
 JX0319  HISTORY     - 1983     GOOD             NGS
 JX0319
 JX0319                          STATION DESCRIPTION
 JX0319
 JX0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0319'2.2 MI NE FROM WEST UNION.
 JX0319'ABOUT 1.35 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE
 JX0319'BALTIMORE AND OHIO RAILROAD STATION AT WEST UNION, THENCE ABOUT
 JX0319'0.85 MILE NORTHEAST OF ALONG A BLACK TOP ROAD FOLLOWING ROCK
 JX0319'RUN, IN THE TOP OF SMALL LEDGE OF A ROCK CUT, 53 FEET SOUTHEAST
 JX0319'OF CENTER LINE OF ROAD, 94 FEET NORTH AND ACROSS A DIM ROAD
 JX0319'FROM NORTHEAST CORNER OF A CHURCH, 89 FEET NORTHEAST OF EAST
 JX0319'CORNER OF A 12-FOOT CONCRETE BRIDGE, 29 FEET NORTH OF CENTER
 JX0319'LINE OF ROAD EAST, 11 FEET SOUTHEAST AND 1/2 FOOT BELOW A 12-INCH
 JX0319'TRIANGLE CHISELED IN FACE OF ROCK CUT AND ABOUT 5 FEET ABOVE
 JX0319'LEVEL OF ROAD.
 JX0319
 JX0319                          STATION RECOVERY (1983)
 JX0319
 JX0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0319'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  2.9 KM (1.8 MI)
 JX0319'NORTHWEST ALONG OLD STATE HIGHWAY 50 FROM THE POST OFFICE IN
 JX0319'SMITHBURG, THENCE 1.3 KM (0.85 MI) NORTHEAST ALONG ROCK RUN ROAD TO
 JX0319'THE MARK ON THE RIGHT, 16.1 METERS (53.0 FT) SOUTHEAST OF THE
 JX0319'CENTERLINE OF THE ROAD, 28.6 METERS (94.0 FT) NORTH OF THE NORTHEAST
 JX0319'CORNER OF A CHURCH, 27.1 METERS (89.0 FT) NORTHEAST OF THE EAST CORNER
 JX0319'OF A 12-FOOT CONCRETE BRIDGE, 3.3 METERS (11.0 FT) SOUTHEAST OF A
 JX0319'12-INCH TRIANGLE CHISELED IN THE FACE OF A ROCK.
 JX0319'THE MARK IS 0.91 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0375 ***********************************************************************
 JX0375  DESIGNATION -  T 134
 JX0375  PID         -  JX0375
 JX0375  STATE/COUNTY-  WV/DODDRIDGE
 JX0375  USGS QUAD   -  CENTER POINT (1976)
 JX0375
 JX0375                         *CURRENT SURVEY CONTROL
 JX0375  ___________________________________________________________________
 JX0375* NAD 83(1986)-  39 23 46.     (N)    080 42 03.     (W)     SCALED    
 JX0375* NAVD 88     -       230.495  (meters)     756.22   (feet)  ADJUSTED  
 JX0375  ___________________________________________________________________
 JX0375  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JX0375  DYNAMIC HT  -         230.357 (meters)     755.76  (feet)  COMP
 JX0375  MODELED GRAV-     980,024.2   (mgal)                       NAVD 88
 JX0375
 JX0375  VERT ORDER  -  SECOND    CLASS 0
 JX0375
 JX0375.The horizontal coordinates were scaled from a topographic map and have
 JX0375.an estimated accuracy of +/- 6 seconds.
 JX0375
 JX0375.The orthometric height was determined by differential leveling
 JX0375.and adjusted by the National Geodetic Survey in June 1991..
 JX0375
 JX0375.The geoid height was determined by GEOID03.
 JX0375
 JX0375.The dynamic height is computed by dividing the NAVD 88
 JX0375.geopotential number by the normal gravity value computed on the
 JX0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0375.degrees latitude (g = 980.6199 gals.).
 JX0375
 JX0375.The modeled gravity was interpolated from observed gravity values.
 JX0375
 JX0375;                    North         East    Units  Estimated Accuracy
 JX0375;SPC WV N     -   100,180.      496,570.      MT  (+/- 180 meters Scaled)
 JX0375
 JX0375                          SUPERSEDED SURVEY CONTROL
 JX0375
 JX0375  NGVD 29 (??/??/92)  230.656  (m)          756.74   (f) ADJ UNCH    2 0
 JX0375
 JX0375.Superseded values are not recommended for survey control.
 JX0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0375.See file dsdata.txt to determine how the superseded data were derived.
 JX0375
 JX0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND257607(NAD 83)
 JX0375_MARKER: DB = BENCH MARK DISK
 JX0375_SETTING: 66 = SET IN ROCK OUTCROP
 JX0375_SP_SET: CUT
 JX0375_STAMPING: T 134 1957
 JX0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0375+STABILITY: POSITION/ELEVATION WELL
 JX0375
 JX0375  HISTORY     - Date     Condition        Report By
 JX0375  HISTORY     - 1957     MONUMENTED       CGS
 JX0375
 JX0375                          STATION DESCRIPTION
 JX0375
 JX0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0375'2 MI NW FROM ASHLEY.
 JX0375'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE
 JX0375'BRIDGE OVER BROAD RUN AT ASHLEY, SET VERTICALLY IN FACE OF A
 JX0375'HIGH ROCK CUT, 36 FEET WEST OF CENTER LINE OF HIGHWAY, 140 FEET
 JX0375'SOUTH OF NORTH END OF CUT, 119 FEET NORTH OF WEST END OF A
 JX0375'20-INCH CONCRETE PIPE CULVERT UNDER HIGHWAY, 1 1/2 FEET ABOVE
 JX0375'LEVEL OF HIGHWAY AND 3 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0412 ***********************************************************************
 JX0412  DESIGNATION -  T 135
 JX0412  PID         -  JX0412
 JX0412  STATE/COUNTY-  WV/TYLER
 JX0412  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0412
 JX0412                         *CURRENT SURVEY CONTROL
 JX0412  ___________________________________________________________________
 JX0412* NAD 83(1986)-  39 24 49.     (N)    080 58 19.     (W)     SCALED    
 JX0412* NAVD 88     -       236.659  (meters)     776.44   (feet)  ADJUSTED  
 JX0412  ___________________________________________________________________
 JX0412  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JX0412  DYNAMIC HT  -         236.516 (meters)     775.97  (feet)  COMP
 JX0412  MODELED GRAV-     980,019.4   (mgal)                       NAVD 88
 JX0412
 JX0412  VERT ORDER  -  SECOND    CLASS 0
 JX0412
 JX0412.The horizontal coordinates were scaled from a topographic map and have
 JX0412.an estimated accuracy of +/- 6 seconds.
 JX0412
 JX0412.The orthometric height was determined by differential leveling
 JX0412.and adjusted by the National Geodetic Survey in June 1991..
 JX0412
 JX0412.The geoid height was determined by GEOID03.
 JX0412
 JX0412.The dynamic height is computed by dividing the NAVD 88
 JX0412.geopotential number by the normal gravity value computed on the
 JX0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0412.degrees latitude (g = 980.6199 gals.).
 JX0412
 JX0412.The modeled gravity was interpolated from observed gravity values.
 JX0412
 JX0412;                    North         East    Units  Estimated Accuracy
 JX0412;SPC WV N     -   102,470.      473,250.      MT  (+/- 180 meters Scaled)
 JX0412
 JX0412                          SUPERSEDED SURVEY CONTROL
 JX0412
 JX0412  NGVD 29 (??/??/92)  236.828  (m)          776.99   (f) ADJ UNCH    2 0
 JX0412
 JX0412.Superseded values are not recommended for survey control.
 JX0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0412.See file dsdata.txt to determine how the superseded data were derived.
 JX0412
 JX0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND024626(NAD 83)
 JX0412_MARKER: DB = BENCH MARK DISK
 JX0412_SETTING: 66 = SET IN ROCK OUTCROP
 JX0412_SP_SET: LEDGE
 JX0412_STAMPING: T 135 1957
 JX0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0412+STABILITY: POSITION/ELEVATION WELL
 JX0412
 JX0412  HISTORY     - Date     Condition        Report By
 JX0412  HISTORY     - 1957     MONUMENTED       CGS
 JX0412  HISTORY     - 1982     GOOD             NGS
 JX0412
 JX0412                          STATION DESCRIPTION
 JX0412
 JX0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0412'0.2 MI E FROM WICK.
 JX0412'ABOUT 0.15 MILE EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 JX0412'AT WICK, IN THE TOP OF A LEDGE OF A ROCK CUT, 18 1/2 FEET NORTH OF
 JX0412'CENTER LINE OF ROAD, 248 FEET EAST OF CENTER OF JUNCTION OF A ROAD
 JX0412'LEADING NORTH ALONG RUSH FORK, 5 1/4 FEET EAST AND 1 FOOT ABOVE
 JX0412'A 12-INCH TRIANGLE CHISELED IN FACE OF CUT, 51 FEET NORTH AND
 JX0412'ACROSS ROAD FROM A 1 1/2-STORY FRAME HOUSE, AND ABOUT 3 1/2 FEET
 JX0412'ABOVE LEVEL OF ROAD.
 JX0412
 JX0412                          STATION RECOVERY (1982)
 JX0412
 JX0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JX0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0521 ***********************************************************************
 JX0521  DESIGNATION -  T 136
 JX0521  PID         -  JX0521
 JX0521  STATE/COUNTY-  WV/MARSHALL
 JX0521  USGS QUAD   -  LITTLETON (1976)
 JX0521
 JX0521                         *CURRENT SURVEY CONTROL
 JX0521  ___________________________________________________________________
 JX0521* NAD 83(1986)-  39 43 50.     (N)    080 31 45.     (W)     SCALED    
 JX0521* NAVD 88     -       331.066  (meters)    1086.17   (feet)  ADJUSTED  
 JX0521  ___________________________________________________________________
 JX0521  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JX0521  DYNAMIC HT  -         330.874 (meters)    1085.54  (feet)  COMP
 JX0521  MODELED GRAV-     980,036.9   (mgal)                       NAVD 88
 JX0521
 JX0521  VERT ORDER  -  SECOND    CLASS 0
 JX0521
 JX0521.The horizontal coordinates were scaled from a topographic map and have
 JX0521.an estimated accuracy of +/- 6 seconds.
 JX0521
 JX0521.The orthometric height was determined by differential leveling
 JX0521.and adjusted by the National Geodetic Survey in June 1991..
 JX0521
 JX0521.The geoid height was determined by GEOID03.
 JX0521
 JX0521.The dynamic height is computed by dividing the NAVD 88
 JX0521.geopotential number by the normal gravity value computed on the
 JX0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0521.degrees latitude (g = 980.6199 gals.).
 JX0521
 JX0521.The modeled gravity was interpolated from observed gravity values.
 JX0521
 JX0521;                    North         East    Units  Estimated Accuracy
 JX0521;SPC WV N     -   137,120.      511,780.      MT  (+/- 180 meters Scaled)
 JX0521
 JX0521                          SUPERSEDED SURVEY CONTROL
 JX0521
 JX0521  NGVD 29 (??/??/92)  331.210  (m)         1086.64   (f) ADJ UNCH    2 0
 JX0521
 JX0521.Superseded values are not recommended for survey control.
 JX0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0521.See file dsdata.txt to determine how the superseded data were derived.
 JX0521
 JX0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND403979(NAD 83)
 JX0521_MARKER: DB = BENCH MARK DISK
 JX0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0521_SP_SET: TUNNEL WALL
 JX0521_STAMPING: T 136 1957
 JX0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0521
 JX0521  HISTORY     - Date     Condition        Report By
 JX0521  HISTORY     - 1957     MONUMENTED       CGS
 JX0521
 JX0521                          STATION DESCRIPTION
 JX0521
 JX0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0521'3 MI NW FROM LITTLETON.
 JX0521'ABOUT 2.95 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0521'FROM THE POST OFFICE AT LITTLETON, ABOUT 3.5 MILES SOUTHEAST OF
 JX0521'BRIDGE OVER FISH CREEK AT BELLTON (DENVER STATION), NEAR MILEAGE
 JX0521'POLE 340+34, AT THE NORTH END OF BOARD TREE TUNNEL, SET VERTICALLY
 JX0521'IN THE NORTH FACE OF WEST WALL OF TUNNEL, 6 1/2 FEET WEST OF
 JX0521'WEST RAIL, 2 1/2 FEET ABOVE GROUND AND 1 1/2 FEET ABOVE LEVEL
 JX0521'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0392 ***********************************************************************
 JX0392  DESIGNATION -  T 137
 JX0392  PID         -  JX0392
 JX0392  STATE/COUNTY-  WV/DODDRIDGE
 JX0392  USGS QUAD   -  FOLSOM (1976)
 JX0392
 JX0392                         *CURRENT SURVEY CONTROL
 JX0392  ___________________________________________________________________
 JX0392* NAD 83(1986)-  39 24 10.     (N)    080 34 14.     (W)     SCALED    
 JX0392* NAVD 88     -       275.599  (meters)     904.19   (feet)  ADJUSTED  
 JX0392  ___________________________________________________________________
 JX0392  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JX0392  DYNAMIC HT  -         275.431 (meters)     903.64  (feet)  COMP
 JX0392  MODELED GRAV-     980,009.2   (mgal)                       NAVD 88
 JX0392
 JX0392  VERT ORDER  -  SECOND    CLASS 0
 JX0392
 JX0392.The horizontal coordinates were scaled from a topographic map and have
 JX0392.an estimated accuracy of +/- 6 seconds.
 JX0392
 JX0392.The orthometric height was determined by differential leveling
 JX0392.and adjusted by the National Geodetic Survey in June 1991..
 JX0392
 JX0392.The geoid height was determined by GEOID03.
 JX0392
 JX0392.The dynamic height is computed by dividing the NAVD 88
 JX0392.geopotential number by the normal gravity value computed on the
 JX0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0392.degrees latitude (g = 980.6199 gals.).
 JX0392
 JX0392.The modeled gravity was interpolated from observed gravity values.
 JX0392
 JX0392;                    North         East    Units  Estimated Accuracy
 JX0392;SPC WV N     -   100,770.      507,800.      MT  (+/- 180 meters Scaled)
 JX0392
 JX0392                          SUPERSEDED SURVEY CONTROL
 JX0392
 JX0392  NGVD 29 (??/??/92)  275.754  (m)          904.70   (f) ADJ UNCH    2 0
 JX0392
 JX0392.Superseded values are not recommended for survey control.
 JX0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0392.See file dsdata.txt to determine how the superseded data were derived.
 JX0392
 JX0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND369615(NAD 83)
 JX0392_MARKER: DB = BENCH MARK DISK
 JX0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0392_STAMPING: T 137 1957
 JX0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0392+STABILITY: SURFACE MOTION
 JX0392
 JX0392  HISTORY     - Date     Condition        Report By
 JX0392  HISTORY     - 1957     MONUMENTED       CGS
 JX0392
 JX0392                          STATION DESCRIPTION
 JX0392
 JX0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0392'4.2 MI E FROM CENTER POINT.
 JX0392'ABOUT 2.35 MILES EAST ALONG A ROAD FOLLOWING PIKE FORK FROM
 JX0392'JUNCTION OF STATE HIGHWAY 23 AT CENTER POINT, THENCE ABOUT 1.9
 JX0392'MILES NORTHEAST ALONG A ROAD FOLLOWING SYCAMORE FORK,
 JX0392'ABOUT 0.5 MILE NORTHEAST OF CROSSING OF A SMALL CREEK BRANCH,
 JX0392'20 1/2 FEET NORTH OF CENTER LINE OF ROAD AND ON THE OUTSIDE OF
 JX0392'A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND SOUTHWEST, 26
 JX0392'FEET EAST-NORTHEAST OF NORTH END OF A CORRUGATED PIPE CULVERT
 JX0392'UNDER ROAD, 8 FEET NORTHEAST OF CENTER OF A PASTURE TRAIL
 JX0392'LEADING NORTH, 84 1/2 FEET EAST OF SOUTHEAST CORNER OF A STONE
 JX0392'CHIMNEY, 80 FEET SOUTHEAST OF A WELL WITH IRON PUMP, 2 FEET
 JX0392'WEST-NORTHWEST OF A WHITE CONCRETE WITNESS POST, ABOUT 2 1/2
 JX0392'FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 JX0392'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0238 ***********************************************************************
 JX0238  DESIGNATION -  T 138
 JX0238  PID         -  JX0238
 JX0238  STATE/COUNTY-  WV/WETZEL
 JX0238  USGS QUAD   -  FOLSOM (1976)
 JX0238
 JX0238                         *CURRENT SURVEY CONTROL
 JX0238  ___________________________________________________________________
 JX0238* NAD 83(1986)-  39 28 48.     (N)    080 32 26.     (W)     SCALED    
 JX0238* NAVD 88     -       274.106  (meters)     899.30   (feet)  ADJUSTED  
 JX0238  ___________________________________________________________________
 JX0238  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JX0238  DYNAMIC HT  -         273.941 (meters)     898.75  (feet)  COMP
 JX0238  MODELED GRAV-     980,021.1   (mgal)                       NAVD 88
 JX0238
 JX0238  VERT ORDER  -  SECOND    CLASS 0
 JX0238
 JX0238.The horizontal coordinates were scaled from a topographic map and have
 JX0238.an estimated accuracy of +/- 6 seconds.
 JX0238
 JX0238.The orthometric height was determined by differential leveling
 JX0238.and adjusted by the National Geodetic Survey in June 1991..
 JX0238
 JX0238.The geoid height was determined by GEOID03.
 JX0238
 JX0238.The dynamic height is computed by dividing the NAVD 88
 JX0238.geopotential number by the normal gravity value computed on the
 JX0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0238.degrees latitude (g = 980.6199 gals.).
 JX0238
 JX0238.The modeled gravity was interpolated from observed gravity values.
 JX0238
 JX0238;                    North         East    Units  Estimated Accuracy
 JX0238;SPC WV N     -   109,320.      510,480.      MT  (+/- 180 meters Scaled)
 JX0238
 JX0238                          SUPERSEDED SURVEY CONTROL
 JX0238
 JX0238  NGVD 29 (??/??/92)  274.264  (m)          899.81   (f) ADJ UNCH    2 0
 JX0238
 JX0238.Superseded values are not recommended for survey control.
 JX0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0238.See file dsdata.txt to determine how the superseded data were derived.
 JX0238
 JX0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND395701(NAD 83)
 JX0238_MARKER: DB = BENCH MARK DISK
 JX0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0238_SP_SET: BRIDGE
 JX0238_STAMPING: T 138 1957
 JX0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0238
 JX0238  HISTORY     - Date     Condition        Report By
 JX0238  HISTORY     - 1957     MONUMENTED       CGS
 JX0238
 JX0238                          STATION DESCRIPTION
 JX0238
 JX0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0238'1.8 MI SE FROM SMITHFIELD.
 JX0238'ABOUT 1.8 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0238'FROM THE STATION AT SMITHFIELD, NEAR MILEAGE POLE NO. 31+12, IN
 JX0238'THE TOP OF THE SOUTH END OF THE WEST ABUTMENT (SECOND STEP DOWN
 JX0238'FROM TOP) OF RAILROAD BRIDGE NO. 314, 11 FEET SOUTH OF SOUTH
 JX0238'RAIL, 1 FOOT NORTH OF SOUTH END OF STEP AND ABOUT 3 FEET BELOW
 JX0238'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0635 ***********************************************************************
 JX0635  DESIGNATION -  T 139
 JX0635  PID         -  JX0635
 JX0635  STATE/COUNTY-  WV/TYLER
 JX0635  USGS QUAD   -  PORTERS FALLS (1976)
 JX0635
 JX0635                         *CURRENT SURVEY CONTROL
 JX0635  ___________________________________________________________________
 JX0635* NAD 83(1986)-  39 31 07.     (N)    080 47 46.     (W)     SCALED    
 JX0635* NAVD 88     -       242.922  (meters)     796.99   (feet)  ADJUSTED  
 JX0635  ___________________________________________________________________
 JX0635  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JX0635  DYNAMIC HT  -         242.779 (meters)     796.52  (feet)  COMP
 JX0635  MODELED GRAV-     980,035.1   (mgal)                       NAVD 88
 JX0635
 JX0635  VERT ORDER  -  SECOND    CLASS 0
 JX0635
 JX0635.The horizontal coordinates were scaled from a topographic map and have
 JX0635.an estimated accuracy of +/- 6 seconds.
 JX0635
 JX0635.The orthometric height was determined by differential leveling
 JX0635.and adjusted by the National Geodetic Survey in June 1991..
 JX0635
 JX0635.The geoid height was determined by GEOID03.
 JX0635
 JX0635.The dynamic height is computed by dividing the NAVD 88
 JX0635.geopotential number by the normal gravity value computed on the
 JX0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0635.degrees latitude (g = 980.6199 gals.).
 JX0635
 JX0635.The modeled gravity was interpolated from observed gravity values.
 JX0635
 JX0635;                    North         East    Units  Estimated Accuracy
 JX0635;SPC WV N     -   113,890.      488,560.      MT  (+/- 180 meters Scaled)
 JX0635
 JX0635                          SUPERSEDED SURVEY CONTROL
 JX0635
 JX0635  NGVD 29 (??/??/92)  243.084  (m)          797.52   (f) ADJ UNCH    2 0
 JX0635
 JX0635.Superseded values are not recommended for survey control.
 JX0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0635.See file dsdata.txt to determine how the superseded data were derived.
 JX0635
 JX0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND175743(NAD 83)
 JX0635_MARKER: DB = BENCH MARK DISK
 JX0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0635_SP_SET: CULVERT
 JX0635_STAMPING: T 139 1957
 JX0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0635
 JX0635  HISTORY     - Date     Condition        Report By
 JX0635  HISTORY     - 1957     MONUMENTED       CGS
 JX0635
 JX0635                          STATION DESCRIPTION
 JX0635
 JX0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0635'0.4 MI W FROM IUKA.
 JX0635'ABOUT 0.45 MILE WEST ALONG ELK CREEK ROAD FROM UNITED BRETHREN
 JX0635'CHURCH AT IUKA, AT THE JUNCTION OF A NARROW DIRT ROAD LEADING
 JX0635'NORTH, IN THE TOP OF THE WEST END OF NORTH HEAD WALL OF A
 JX0635'12-FOOT CONCRETE BOX CULVERT, 15 FEET NORTH OF CENTER LINE OF
 JX0635'ROAD, 24 FEET WEST OF CENTER LINE OF DIRT ROAD, 1 FOOT EAST OF
 JX0635'WEST END OF HEAD WALL AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0514 ***********************************************************************
 HX0514  DESIGNATION -  T 14
 HX0514  PID         -  HX0514
 HX0514  STATE/COUNTY-  WV/WEBSTER
 HX0514  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0514
 HX0514                         *CURRENT SURVEY CONTROL
 HX0514  ___________________________________________________________________
 HX0514* NAD 83(1986)-  38 27 35.     (N)    080 25 57.     (W)     SCALED    
 HX0514* NAVD 88     -       747.994  (meters)    2454.04   (feet)  ADJUSTED  
 HX0514  ___________________________________________________________________
 HX0514  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX0514  DYNAMIC HT  -         747.422 (meters)    2452.17  (feet)  COMP
 HX0514  MODELED GRAV-     979,838.4   (mgal)                       NAVD 88
 HX0514
 HX0514  VERT ORDER  -  SECOND    CLASS 0
 HX0514
 HX0514.The horizontal coordinates were scaled from a topographic map and have
 HX0514.an estimated accuracy of +/- 6 seconds.
 HX0514
 HX0514.The orthometric height was determined by differential leveling
 HX0514.and adjusted by the National Geodetic Survey in June 1991..
 HX0514
 HX0514.The geoid height was determined by GEOID03.
 HX0514
 HX0514.The dynamic height is computed by dividing the NAVD 88
 HX0514.geopotential number by the normal gravity value computed on the
 HX0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0514.degrees latitude (g = 980.6199 gals.).
 HX0514
 HX0514.The modeled gravity was interpolated from observed gravity values.
 HX0514
 HX0514;                    North         East    Units  Estimated Accuracy
 HX0514;SPC WV S     -   162,170.      649,530.      MT  (+/- 180 meters Scaled)
 HX0514
 HX0514                          SUPERSEDED SURVEY CONTROL
 HX0514
 HX0514  NGVD 29 (??/??/92)  748.128  (m)         2454.48   (f) ADJ UNCH    2 0
 HX0514
 HX0514.Superseded values are not recommended for survey control.
 HX0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0514.See file dsdata.txt to determine how the superseded data were derived.
 HX0514
 HX0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC495569(NAD 83)
 HX0514_MARKER: DB = BENCH MARK DISK
 HX0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0514_STAMPING: T 14 1933
 HX0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0514+STABILITY: SURFACE MOTION
 HX0514
 HX0514  HISTORY     - Date     Condition        Report By
 HX0514  HISTORY     - 1933     MONUMENTED       CGS
 HX0514  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0514
 HX0514                          STATION DESCRIPTION
 HX0514
 HX0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0514'2 MI NE FROM BOLAIR.
 HX0514'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM BOLAIR, WEBSTER
 HX0514'COUNTY, 3.8 MILES SOUTHWEST OF WEBSTER SPRINGS, ON THE TOP OF
 HX0514'MC GUIRE MOUNTAIN, ABOUT 40 YARDS EAST OF A GRAVEL PIT, 22 YARDS
 HX0514'NORTHEAST OF AN ELEVATION SIGN, 9 YARDS WEST OF THE CENTERLINE
 HX0514'OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 HX0514'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0593 ***********************************************************************
 JX0593  DESIGNATION -  T 140
 JX0593  PID         -  JX0593
 JX0593  STATE/COUNTY-  WV/TYLER
 JX0593  USGS QUAD   -  PADEN CITY (1994)
 JX0593
 JX0593                         *CURRENT SURVEY CONTROL
 JX0593  ___________________________________________________________________
 JX0593* NAD 83(1986)-  39 30 37.     (N)    080 53 57.     (W)     SCALED    
 JX0593* NAVD 88     -       211.991  (meters)     695.51   (feet)  ADJUSTED  
 JX0593  ___________________________________________________________________
 JX0593  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JX0593  DYNAMIC HT  -         211.866 (meters)     695.10  (feet)  COMP
 JX0593  MODELED GRAV-     980,032.6   (mgal)                       NAVD 88
 JX0593
 JX0593  VERT ORDER  -  SECOND    CLASS 0
 JX0593
 JX0593.The horizontal coordinates were scaled from a topographic map and have
 JX0593.an estimated accuracy of +/- 6 seconds.
 JX0593
 JX0593.The orthometric height was determined by differential leveling
 JX0593.and adjusted by the National Geodetic Survey in June 1991..
 JX0593
 JX0593.The geoid height was determined by GEOID03.
 JX0593
 JX0593.The dynamic height is computed by dividing the NAVD 88
 JX0593.geopotential number by the normal gravity value computed on the
 JX0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0593.degrees latitude (g = 980.6199 gals.).
 JX0593
 JX0593.The modeled gravity was interpolated from observed gravity values.
 JX0593
 JX0593;                    North         East    Units  Estimated Accuracy
 JX0593;SPC WV N     -   113,100.      479,680.      MT  (+/- 180 meters Scaled)
 JX0593
 JX0593                          SUPERSEDED SURVEY CONTROL
 JX0593
 JX0593  NGVD 29 (??/??/92)  212.155  (m)          696.05   (f) ADJ UNCH    2 0
 JX0593
 JX0593.Superseded values are not recommended for survey control.
 JX0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0593.See file dsdata.txt to determine how the superseded data were derived.
 JX0593
 JX0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND086734(NAD 83)
 JX0593_MARKER: DB = BENCH MARK DISK
 JX0593_SETTING: 66 = SET IN ROCK OUTCROP
 JX0593_SP_SET: ROCK CUT
 JX0593_STAMPING: T 140 1957
 JX0593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0593+STABILITY: POSITION/ELEVATION WELL
 JX0593
 JX0593  HISTORY     - Date     Condition        Report By
 JX0593  HISTORY     - 1957     MONUMENTED       CGS
 JX0593  HISTORY     - 1983     GOOD             NGS
 JX0593
 JX0593                          STATION DESCRIPTION
 JX0593
 JX0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0593'1.6 MI NW FROM MIDDLEBOURNE.
 JX0593'ABOUT 1.55 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE COURT
 JX0593'HOUSE AT MIDDLEBOURNE, ABOUT 0.5 MILE SOUTHEAST OF A 100-FOOT
 JX0593'BRIDGE OVER POINT PLEASANT CREEK, 0.7 MILE NORTHWEST OF A 175-FOOT
 JX0593'BRIDGE OVER POINT PLEASANT CREEK, SET VERTICALLY IN THE NORTHEAST
 JX0593'FACE OF A LONG ROCK CUT, 21 FEET SOUTHWEST OF CENTER LINE OF
 JX0593'HIGHWAY, 75 FEET SOUTH AND ACROSS HIGHWAY FROM TELEPHONE POLE NO.
 JX0593'630, 4 FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 JX0593
 JX0593                          STATION RECOVERY (1983)
 JX0593
 JX0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1658 ***********************************************************************
 JX1658  DESIGNATION -  T 141 RESET 1977
 JX1658  PID         -  JX1658
 JX1658  STATE/COUNTY-  WV/RITCHIE
 JX1658  USGS QUAD   -  PENNSBORO (1987)
 JX1658
 JX1658                         *CURRENT SURVEY CONTROL
 JX1658  ___________________________________________________________________
 JX1658* NAD 83(1986)-  39 20 40.     (N)    080 54 54.     (W)     SCALED    
 JX1658* NAVD 88     -       180.70   (+/-2cm)     592.8    (feet)  VERTCON   
 JX1658  ___________________________________________________________________
 JX1658  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JX1658
 JX1658  VERT ORDER  -  THIRD (See Below)
 JX1658
 JX1658.The horizontal coordinates were scaled from a topographic map and have
 JX1658.an estimated accuracy of +/- 6 seconds.
 JX1658
 JX1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1658.The vertical order pertains to the NGVD 29 superseded value.
 JX1658
 JX1658.The geoid height was determined by GEOID03.
 JX1658
 JX1658;                    North         East    Units  Estimated Accuracy
 JX1658;SPC WV N     -    94,710.      478,030.      MT  (+/- 180 meters Scaled)
 JX1658
 JX1658                          SUPERSEDED SURVEY CONTROL
 JX1658
 JX1658  NGVD 29 (09/25/03)  180.86   (m)          593.4    (f) RESET       3  
 JX1658
 JX1658.Superseded values are not recommended for survey control.
 JX1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1658.See file dsdata.txt to determine how the superseded data were derived.
 JX1658
 JX1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND073550(NAD 83)
 JX1658_MARKER: DB = BENCH MARK DISK
 JX1658_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1658_SP_SET: WINGWALL
 JX1658_STAMPING: T 141 RESET 1977
 JX1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1658+STABILITY: SURFACE MOTION
 JX1658
 JX1658  HISTORY     - Date     Condition        Report By
 JX1658  HISTORY     - 1977     MONUMENTED       WVHD
 JX1658
 JX1658                          STATION DESCRIPTION
 JX1658
 JX1658'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1977
 JX1658'0.9 MI SW FROM MOUNTAIN.
 JX1658'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 74 FROM THE UNION CHAPEL IN
 JX1658'MOUNTAIN, IN THE TOP OF THE NORTH WINGWALL ON EAST SIDE OF BRIDGE
 JX1658'NO. 3122, OVER NORTH FORK OF HUGHES RIVER, AND 15 FEET NORTH OF
 JX1658'CENTERLINE OF HIGHWAY.
 JX1658'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0356 ***********************************************************************
 JX0356  DESIGNATION -  T 142
 JX0356  PID         -  JX0356
 JX0356  STATE/COUNTY-  WV/DODDRIDGE
 JX0356  USGS QUAD   -  WEST UNION (1987)
 JX0356
 JX0356                         *CURRENT SURVEY CONTROL
 JX0356  ___________________________________________________________________
 JX0356* NAD 83(1986)-  39 17 46.     (N)    080 46 26.     (W)     SCALED    
 JX0356* NAVD 88     -       239.219  (meters)     784.84   (feet)  ADJUSTED  
 JX0356  ___________________________________________________________________
 JX0356  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JX0356  DYNAMIC HT  -         239.072 (meters)     784.36  (feet)  COMP
 JX0356  MODELED GRAV-     980,005.5   (mgal)                       NAVD 88
 JX0356
 JX0356  VERT ORDER  -  SECOND    CLASS 0
 JX0356
 JX0356.The horizontal coordinates were scaled from a topographic map and have
 JX0356.an estimated accuracy of +/- 6 seconds.
 JX0356
 JX0356.The orthometric height was determined by differential leveling
 JX0356.and adjusted by the National Geodetic Survey in June 1991..
 JX0356
 JX0356.The geoid height was determined by GEOID03.
 JX0356
 JX0356.The dynamic height is computed by dividing the NAVD 88
 JX0356.geopotential number by the normal gravity value computed on the
 JX0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0356.degrees latitude (g = 980.6199 gals.).
 JX0356
 JX0356.The modeled gravity was interpolated from observed gravity values.
 JX0356
 JX0356;                    North         East    Units  Estimated Accuracy
 JX0356;SPC WV N     -    89,160.      490,120.      MT  (+/- 180 meters Scaled)
 JX0356
 JX0356                          SUPERSEDED SURVEY CONTROL
 JX0356
 JX0356  NGVD 29 (??/??/92)  239.381  (m)          785.37   (f) ADJ UNCH    2 0
 JX0356
 JX0356.Superseded values are not recommended for survey control.
 JX0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0356.See file dsdata.txt to determine how the superseded data were derived.
 JX0356
 JX0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND194496(NAD 83)
 JX0356_MARKER: DB = BENCH MARK DISK
 JX0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0356_SP_SET: BRIDGE
 JX0356_STAMPING: T 142 1957
 JX0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0356
 JX0356  HISTORY     - Date     Condition        Report By
 JX0356  HISTORY     - 1957     MONUMENTED       CGS
 JX0356
 JX0356                          STATION DESCRIPTION
 JX0356
 JX0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0356'AT WEST UNION.
 JX0356'AT WEST UNION, ABOUT 0.15 MILE NORTHEAST OF THE BALTIMORE AND
 JX0356'OHIO RAILROAD STATION, NEAR THE JUNCTION OF U.S. HIGHWAY 50 AND
 JX0356'STATE HIGHWAY 18, IN THE TOP OF NORTHEAST WING WALL OF HIGHWAY
 JX0356'50 BRIDGE OVER MIDDLE ISLAND CREEK, 22 FEET NORTH OF CENTER LINE
 JX0356'OF HIGHWAY 50, 15 FEET SOUTH OF SOUTHEAST CORNER OF CHEVROLET
 JX0356'COMPANY BUILDING, 70 FEET WEST OF CENTER LINE OF HIGHWAY 18 AND
 JX0356'ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0319 ***********************************************************************
 GY0319  DESIGNATION -  T 143
 GY0319  PID         -  GY0319
 GY0319  STATE/COUNTY-  WV/MINGO
 GY0319  USGS QUAD   -  HOLDEN (1989)
 GY0319
 GY0319                         *CURRENT SURVEY CONTROL
 GY0319  ___________________________________________________________________
 GY0319* NAD 83(1986)-  37 47 09.     (N)    082 05 58.     (W)     SCALED    
 GY0319* NAVD 88     -       514.152  (meters)    1686.85   (feet)  ADJUSTED  
 GY0319  ___________________________________________________________________
 GY0319  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GY0319  DYNAMIC HT  -         513.778 (meters)    1685.62  (feet)  COMP
 GY0319  MODELED GRAV-     979,885.2   (mgal)                       NAVD 88
 GY0319
 GY0319  VERT ORDER  -  SECOND    CLASS 0
 GY0319
 GY0319.The horizontal coordinates were scaled from a topographic map and have
 GY0319.an estimated accuracy of +/- 6 seconds.
 GY0319
 GY0319.The orthometric height was determined by differential leveling
 GY0319.and adjusted by the National Geodetic Survey in June 1991..
 GY0319
 GY0319.The geoid height was determined by GEOID03.
 GY0319
 GY0319.The dynamic height is computed by dividing the NAVD 88
 GY0319.geopotential number by the normal gravity value computed on the
 GY0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0319.degrees latitude (g = 980.6199 gals.).
 GY0319
 GY0319.The modeled gravity was interpolated from observed gravity values.
 GY0319
 GY0319;                    North         East    Units  Estimated Accuracy
 GY0319;SPC WV S     -    87,790.      503,160.      MT  (+/- 180 meters Scaled)
 GY0319
 GY0319                          SUPERSEDED SURVEY CONTROL
 GY0319
 GY0319  NGVD 29 (??/??/92)  514.373  (m)         1687.57   (f) ADJ UNCH    2 0
 GY0319
 GY0319.Superseded values are not recommended for survey control.
 GY0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0319.See file dsdata.txt to determine how the superseded data were derived.
 GY0319
 GY0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB031826(NAD 83)
 GY0319_MARKER: DB = BENCH MARK DISK
 GY0319_SETTING: 66 = SET IN ROCK OUTCROP
 GY0319_SP_SET: ROCK CUT
 GY0319_STAMPING: T 143 1957
 GY0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0319+STABILITY: POSITION/ELEVATION WELL
 GY0319
 GY0319  HISTORY     - Date     Condition        Report By
 GY0319  HISTORY     - 1957     MONUMENTED       CGS
 GY0319
 GY0319                          STATION DESCRIPTION
 GY0319
 GY0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0319'4.8 MI SW FROM HOLDEN.
 GY0319'ABOUT 3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 65 FROM THE CENTRAL
 GY0319'SCHOOL AT HOLDEN, THENCE ABOUT 1.05 MILES SOUTH ALONG A PAVED
 GY0319'ROAD FOLLOWING THE LOGAN-MINGO COUNTY LINE AND LEADING TO MINE
 GY0319'22, SET VERTICALLY IN FACE OF A HIGH SMOOTH ROCK CUT, 29 FEET
 GY0319'WEST-NORTHWEST OF CENTER LINE OF ROAD, 22 1/2 FEET NORTH OF A
 GY0319'12-INCH TRIANGLE CHISELED IN FACE OF CUT AND ABOUT 4 FEET
 GY0319'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0249 ***********************************************************************
 GY0249  DESIGNATION -  T 144
 GY0249  PID         -  GY0249
 GY0249  STATE/COUNTY-  WV/MINGO
 GY0249  USGS QUAD   -  NAUGATUCK (1975)
 GY0249
 GY0249                         *CURRENT SURVEY CONTROL
 GY0249  ___________________________________________________________________
 GY0249* NAD 83(1986)-  37 47 34.     (N)    082 16 13.     (W)     SCALED    
 GY0249* NAVD 88     -       198.395  (meters)     650.90   (feet)  ADJUSTED  
 GY0249  ___________________________________________________________________
 GY0249  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GY0249  DYNAMIC HT  -         198.250 (meters)     650.43  (feet)  COMP
 GY0249  MODELED GRAV-     979,893.4   (mgal)                       NAVD 88
 GY0249
 GY0249  VERT ORDER  -  SECOND    CLASS 0
 GY0249
 GY0249.The horizontal coordinates were scaled from a topographic map and have
 GY0249.an estimated accuracy of +/- 6 seconds.
 GY0249
 GY0249.The orthometric height was determined by differential leveling
 GY0249.and adjusted by the National Geodetic Survey in June 1991..
 GY0249
 GY0249.The geoid height was determined by GEOID03.
 GY0249
 GY0249.The dynamic height is computed by dividing the NAVD 88
 GY0249.geopotential number by the normal gravity value computed on the
 GY0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0249.degrees latitude (g = 980.6199 gals.).
 GY0249
 GY0249.The modeled gravity was interpolated from observed gravity values.
 GY0249
 GY0249;                    North         East    Units  Estimated Accuracy
 GY0249;SPC WV S     -    88,760.      488,120.      MT  (+/- 180 meters Scaled)
 GY0249
 GY0249                          SUPERSEDED SURVEY CONTROL
 GY0249
 GY0249  NGVD 29 (??/??/92)  198.616  (m)          651.63   (f) ADJ UNCH    2 0
 GY0249
 GY0249.Superseded values are not recommended for survey control.
 GY0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0249.See file dsdata.txt to determine how the superseded data were derived.
 GY0249
 GY0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB881835(NAD 83)
 GY0249_MARKER: DB = BENCH MARK DISK
 GY0249_SETTING: 66 = SET IN ROCK OUTCROP
 GY0249_SP_SET: ROCK LEDGE
 GY0249_STAMPING: T 144 1957
 GY0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0249+STABILITY: POSITION/ELEVATION WELL
 GY0249
 GY0249  HISTORY     - Date     Condition        Report By
 GY0249  HISTORY     - 1957     MONUMENTED       CGS
 GY0249
 GY0249                          STATION DESCRIPTION
 GY0249
 GY0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0249'2.6 MI W FROM BELO.
 GY0249'ABOUT 2.55 MILES WEST ALONG STATE HIGHWAY 65 FROM THE JUNCTION OF
 GY0249'STATE HIGHWAY 65 A AT BELO, ABOUT 1.15 MILES EAST OF THE SCHOOL AT
 GY0249'LENORE, SET IN THE TOP OF AN OUTCROPPING ROCK LEDGE ABOUT 8 BY 18
 GY0249'FEET, 19 FEET NORTH-NORTHWEST OF CENTER LINE OF HIGHWAY, 3 1/2
 GY0249'FEET SOUTHWEST AND 2 FEET BELOW 12-INCH TRIANGLE CHISELED IN FACE
 GY0249'OF LEDGE AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0303 ***********************************************************************
 GY0303  DESIGNATION -  T 145
 GY0303  PID         -  GY0303
 GY0303  STATE/COUNTY-  WV/MINGO
 GY0303  USGS QUAD   -  DELBARTON (1976)
 GY0303
 GY0303                         *CURRENT SURVEY CONTROL
 GY0303  ___________________________________________________________________
 GY0303* NAD 83(1986)-  37 38 50.     (N)    082 08 29.     (W)     SCALED    
 GY0303* NAVD 88     -       238.272  (meters)     781.73   (feet)  ADJUSTED  
 GY0303  ___________________________________________________________________
 GY0303  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GY0303  DYNAMIC HT  -         238.094 (meters)     781.15  (feet)  COMP
 GY0303  MODELED GRAV-     979,876.4   (mgal)                       NAVD 88
 GY0303
 GY0303  VERT ORDER  -  SECOND    CLASS 0
 GY0303
 GY0303.The horizontal coordinates were scaled from a topographic map and have
 GY0303.an estimated accuracy of +/- 6 seconds.
 GY0303
 GY0303.The orthometric height was determined by differential leveling
 GY0303.and adjusted by the National Geodetic Survey in June 1991..
 GY0303
 GY0303.The geoid height was determined by GEOID03.
 GY0303
 GY0303.The dynamic height is computed by dividing the NAVD 88
 GY0303.geopotential number by the normal gravity value computed on the
 GY0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0303.degrees latitude (g = 980.6199 gals.).
 GY0303
 GY0303.The modeled gravity was interpolated from observed gravity values.
 GY0303
 GY0303;                    North         East    Units  Estimated Accuracy
 GY0303;SPC WV S     -    72,450.      499,280.      MT  (+/- 180 meters Scaled)
 GY0303
 GY0303                          SUPERSEDED SURVEY CONTROL
 GY0303
 GY0303  NGVD 29 (??/??/92)  238.497  (m)          782.47   (f) ADJ UNCH    2 0
 GY0303
 GY0303.Superseded values are not recommended for survey control.
 GY0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0303.See file dsdata.txt to determine how the superseded data were derived.
 GY0303
 GY0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB993672(NAD 83)
 GY0303_MARKER: DB = BENCH MARK DISK
 GY0303_SETTING: 66 = SET IN ROCK OUTCROP
 GY0303_SP_SET: ROCK CUT
 GY0303_STAMPING: T 145 1957
 GY0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0303+STABILITY: POSITION/ELEVATION WELL
 GY0303
 GY0303  HISTORY     - Date     Condition        Report By
 GY0303  HISTORY     - 1957     MONUMENTED       CGS
 GY0303
 GY0303                          STATION DESCRIPTION
 GY0303
 GY0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0303'2.4 MI NE FROM MATEWAN.
 GY0303'ABOUT 2.35 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GY0303'AT MATEWAN, ABOUT 0.1 MILE SOUTHWEST OF JUNCTION OF A ROAD
 GY0303'LEADING NORTH TO TAYLORSVILLE, ON THE SOUTHSIDE AND AT SOUTH
 GY0303'END OF A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHEAST, SET
 GY0303'VERTICALLY IN EAST FACE OF A LARGE ROCK CUT, 22 FEET WEST OF
 GY0303'CENTER LINE OF ROAD, 180 FEET NORTH AND ACROSS ROAD FROM THE WEST
 GY0303'END OF A FOOT BRIDGE OVER MATE CREEK, 1 1/2 FEET ABOVE GROUND
 GY0303'AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK MAY BE REACHED
 GY0303'FROM TAYLORSVILLE BY GOING ABOUT 2.2 MILES SOUTHEAST ALONG RED
 GY0303'JACKET ROAD FROM THE JUNCTION OF U.S. HIGHWAY 119, THENCE ABOUT
 GY0303'0.1 MILE SOUTHWEST ALONG A ROAD LEADING TO MATEWAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0658 ***********************************************************************
 HY0658  DESIGNATION -  T 146
 HY0658  PID         -  HY0658
 HY0658  STATE/COUNTY-  WV/WAYNE
 HY0658  USGS QUAD   -  WAYNE (1987)
 HY0658
 HY0658                         *CURRENT SURVEY CONTROL
 HY0658  ___________________________________________________________________
 HY0658* NAD 83(1986)-  38 13 06.     (N)    082 26 49.     (W)     SCALED    
 HY0658* NAVD 88     -       184.436  (meters)     605.10   (feet)  ADJUSTED  
 HY0658  ___________________________________________________________________
 HY0658  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HY0658  DYNAMIC HT  -         184.308 (meters)     604.68  (feet)  COMP
 HY0658  MODELED GRAV-     979,927.2   (mgal)                       NAVD 88
 HY0658
 HY0658  VERT ORDER  -  SECOND    CLASS 0
 HY0658
 HY0658.The horizontal coordinates were scaled from a topographic map and have
 HY0658.an estimated accuracy of +/- 6 seconds.
 HY0658
 HY0658.The orthometric height was determined by differential leveling
 HY0658.and adjusted by the National Geodetic Survey in June 1991..
 HY0658
 HY0658.The geoid height was determined by GEOID03.
 HY0658
 HY0658.The dynamic height is computed by dividing the NAVD 88
 HY0658.geopotential number by the normal gravity value computed on the
 HY0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0658.degrees latitude (g = 980.6199 gals.).
 HY0658
 HY0658.The modeled gravity was interpolated from observed gravity values.
 HY0658
 HY0658;                    North         East    Units  Estimated Accuracy
 HY0658;SPC WV S     -   136,210.      473,300.      MT  (+/- 180 meters Scaled)
 HY0658
 HY0658                          SUPERSEDED SURVEY CONTROL
 HY0658
 HY0658  NGVD 29 (??/??/92)  184.650  (m)          605.81   (f) ADJ UNCH    2 0
 HY0658
 HY0658.Superseded values are not recommended for survey control.
 HY0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0658.See file dsdata.txt to determine how the superseded data were derived.
 HY0658
 HY0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC733310(NAD 83)
 HY0658_MARKER: DB = BENCH MARK DISK
 HY0658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0658_SP_SET: ABUTMENT
 HY0658_STAMPING: T 146 1957
 HY0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0658
 HY0658  HISTORY     - Date     Condition        Report By
 HY0658  HISTORY     - 1957     MONUMENTED       CGS
 HY0658
 HY0658                          STATION DESCRIPTION
 HY0658
 HY0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0658'0.9 MI S FROM WAYNE.
 HY0658'ABOUT 0.9 MILE SOUTH ALONG U.S. HIGHWAY 52 FROM THE COURT HOUSE
 HY0658'AT WAYNE, AT THE JUNCTION OF A BLACK TOP ROAD SOUTH, IN THE TOP
 HY0658'OF THE EAST END OF NORTH ABUTMENT OF A STEEL BRIDGE OVER TWELVEPOLE
 HY0658'CREEK ON ROAD SOUTH, 87 FEET SOUTH OF CENTER LINE OF HIGHWAY, 12
 HY0658'FEET EAST OF CENTER LINE OF ROAD SOUTH AND ABOUT LEVEL WITH
 HY0658'JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2549 ***********************************************************************
 HY2549  DESIGNATION -  T 146 RESET
 HY2549  PID         -  HY2549
 HY2549  STATE/COUNTY-  WV/WAYNE
 HY2549  USGS QUAD   -  WAYNE (1987)
 HY2549
 HY2549                         *CURRENT SURVEY CONTROL
 HY2549  ___________________________________________________________________
 HY2549* NAD 83(1986)-  38 13 06.     (N)    082 26 47.     (W)     SCALED    
 HY2549* NAVD 88     -       184.61   (meters)     605.7    (feet)  RESET     
 HY2549  ___________________________________________________________________
 HY2549  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HY2549
 HY2549  VERT ORDER  -  THIRD
 HY2549
 HY2549.The horizontal coordinates were scaled from a topographic map and have
 HY2549.an estimated accuracy of +/- 6 seconds.
 HY2549
 HY2549.The orthometric height was computed from unverified reset data.
 HY2549.No vertical observational check was made to the station.
 HY2549
 HY2549.The geoid height was determined by GEOID03.
 HY2549
 HY2549;                    North         East    Units  Estimated Accuracy
 HY2549;SPC WV S     -   136,210.      473,350.      MT  (+/- 180 meters Scaled)
 HY2549
 HY2549                          SUPERSEDED SURVEY CONTROL
 HY2549
 HY2549  NGVD 29 (09/25/03)  184.82   (m)          606.4    (f) RESET       3  
 HY2549
 HY2549.Superseded values are not recommended for survey control.
 HY2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2549.See file dsdata.txt to determine how the superseded data were derived.
 HY2549
 HY2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC733310(NAD 83)
 HY2549_MARKER: DV = VERTICAL CONTROL DISK
 HY2549_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HY2549_SP_SET: BRIDGE ABUTMENT
 HY2549_STAMPING: T 146 RESET 1983
 HY2549_MARK LOGO: NGS   
 HY2549_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY2549+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2002
 HY2549
 HY2549  HISTORY     - Date     Condition        Report By
 HY2549  HISTORY     - 1983     MONUMENTED       WVHD
 HY2549  HISTORY     - 20020515 GOOD             INDIV
 HY2549
 HY2549                          STATION DESCRIPTION
 HY2549
 HY2549'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1983
 HY2549'ABOUT 0.9 MILES (1.4 KM) SOUTH ALONG US HIGHWAY 52 FROM THE
 HY2549'COURTHOUSE IN WAYNE, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT
 HY2549'OF CONCRETE OPEN SPAN BRIDGE OVER TWELVEPOLE CREEK, 16 FEET (4.9 M)
 HY2549'EAST OF CENTERLINE OF ROAD, AND ABOUT LEVEL WITH JUNCTION.
 HY2549
 HY2549                          STATION RECOVERY (2002)
 HY2549
 HY2549'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAH)
 HY2549'RECOVERED AS DESCRIBED ON BRIDGE NUMBER 37-152. COORDINATES AS READ ON
 HY2549'GPSR ARE AS FOLLOWS. 38 DEGREES 13 MINUTES 06.4 SECONDS NORTH AND 082
 HY2549'DEGREES 26 MINUTES 49.8 SECONDS W. NAD 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0683 ***********************************************************************
 HY0683  DESIGNATION -  T 147
 HY0683  PID         -  HY0683
 HY0683  STATE/COUNTY-  WV/WAYNE
 HY0683  USGS QUAD   -  KIAHSVILLE (1975)
 HY0683
 HY0683                         *CURRENT SURVEY CONTROL
 HY0683  ___________________________________________________________________
 HY0683* NAD 83(1986)-  38 05 46.     (N)    082 15 17.     (W)     SCALED    
 HY0683* NAVD 88     -       269.685  (meters)     884.79   (feet)  ADJUSTED  
 HY0683  ___________________________________________________________________
 HY0683  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HY0683  DYNAMIC HT  -         269.491 (meters)     884.16  (feet)  COMP
 HY0683  MODELED GRAV-     979,903.3   (mgal)                       NAVD 88
 HY0683
 HY0683  VERT ORDER  -  SECOND    CLASS 0
 HY0683
 HY0683.The horizontal coordinates were scaled from a topographic map and have
 HY0683.an estimated accuracy of +/- 6 seconds.
 HY0683
 HY0683.The orthometric height was determined by differential leveling
 HY0683.and adjusted by the National Geodetic Survey in June 1991..
 HY0683
 HY0683.The geoid height was determined by GEOID03.
 HY0683
 HY0683.The dynamic height is computed by dividing the NAVD 88
 HY0683.geopotential number by the normal gravity value computed on the
 HY0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0683.degrees latitude (g = 980.6199 gals.).
 HY0683
 HY0683.The modeled gravity was interpolated from observed gravity values.
 HY0683
 HY0683;                    North         East    Units  Estimated Accuracy
 HY0683;SPC WV S     -   122,400.      489,950.      MT  (+/- 180 meters Scaled)
 HY0683
 HY0683                          SUPERSEDED SURVEY CONTROL
 HY0683
 HY0683  NGVD 29 (??/??/92)  269.894  (m)          885.48   (f) ADJ UNCH    2 0
 HY0683
 HY0683.Superseded values are not recommended for survey control.
 HY0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0683.See file dsdata.txt to determine how the superseded data were derived.
 HY0683
 HY0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC899172(NAD 83)
 HY0683_MARKER: DB = BENCH MARK DISK
 HY0683_SETTING: 66 = SET IN ROCK OUTCROP
 HY0683_SP_SET: ROCK CUT
 HY0683_STAMPING: T 147 1957
 HY0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0683+STABILITY: POSITION/ELEVATION WELL
 HY0683
 HY0683  HISTORY     - Date     Condition        Report By
 HY0683  HISTORY     - 1957     MONUMENTED       CGS
 HY0683
 HY0683                          STATION DESCRIPTION
 HY0683
 HY0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0683'AT COVE GAP.
 HY0683'AT COVE GAP, ALONG STATE HIGHWAY 37 AT THE JUNCTION OF ROAD
 HY0683'NORTHWEST THAT PASSES BETWEEN THE CHURCH AND SCHOOL, SET
 HY0683'VERTICALLY IN THE SOUTH FACE OF A ROCK CUT ABOUT 65 FEET LONG
 HY0683'AND 8 FEET HIGH ON THE NORTHEAST SIDE OF SIDE ROAD NORTHWEST,
 HY0683'193 FEET NORTHWEST OF CENTER LINE OF JUNCTION OF HIGHWAY AND ROAD,
 HY0683'19 FEET NORTHEAST OF CENTER LINE OF ROAD NORTHWEST, 24 FEET
 HY0683'WEST OF EAST END OF ROCK, 1 1/2 FEET ABOVE GROUND AND ABOUT 20
 HY0683'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0358 ***********************************************************************
 GY0358  DESIGNATION -  T 148
 GY0358  PID         -  GY0358
 GY0358  STATE/COUNTY-  WV/WAYNE
 GY0358  USGS QUAD   -  WEBB (1989)
 GY0358
 GY0358                         *CURRENT SURVEY CONTROL
 GY0358  ___________________________________________________________________
 GY0358* NAD 83(1986)-  37 57 22.     (N)    082 24 01.     (W)     SCALED    
 GY0358* NAVD 88     -       240.788  (meters)     789.99   (feet)  ADJUSTED  
 GY0358  ___________________________________________________________________
 GY0358  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 GY0358  DYNAMIC HT  -         240.613 (meters)     789.41  (feet)  COMP
 GY0358  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 GY0358
 GY0358  VERT ORDER  -  SECOND    CLASS 0
 GY0358
 GY0358.The horizontal coordinates were scaled from a topographic map and have
 GY0358.an estimated accuracy of +/- 6 seconds.
 GY0358
 GY0358.The orthometric height was determined by differential leveling
 GY0358.and adjusted by the National Geodetic Survey in June 1991..
 GY0358
 GY0358.The geoid height was determined by GEOID03.
 GY0358
 GY0358.The dynamic height is computed by dividing the NAVD 88
 GY0358.geopotential number by the normal gravity value computed on the
 GY0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0358.degrees latitude (g = 980.6199 gals.).
 GY0358
 GY0358.The modeled gravity was interpolated from observed gravity values.
 GY0358
 GY0358;                    North         East    Units  Estimated Accuracy
 GY0358;SPC WV S     -   107,050.      476,950.      MT  (+/- 180 meters Scaled)
 GY0358
 GY0358                          SUPERSEDED SURVEY CONTROL
 GY0358
 GY0358  NGVD 29 (??/??/92)  241.004  (m)          790.69   (f) ADJ UNCH    2 0
 GY0358
 GY0358.Superseded values are not recommended for survey control.
 GY0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0358.See file dsdata.txt to determine how the superseded data were derived.
 GY0358
 GY0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC769018(NAD 83)
 GY0358_MARKER: DB = BENCH MARK DISK
 GY0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0358_SP_SET: CULVERT
 GY0358_STAMPING: T 148 1957
 GY0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0358
 GY0358  HISTORY     - Date     Condition        Report By
 GY0358  HISTORY     - 1957     MONUMENTED       CGS
 GY0358
 GY0358                          STATION DESCRIPTION
 GY0358
 GY0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0358'6.2 MI NW FROM CRUM.
 GY0358'ABOUT 6.25 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 GY0358'AT CRUM, ABOUT 6.75 MILES SOUTH ALONG HIGHWAY 52 FROM THE SCHOOL
 GY0358'AT DUNLOW, AT THE JUNCTION OF A DRIVE NORTHEAST TO A YELLOW
 GY0358'FRAME HOUSE, IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL
 GY0358'OF A 10-FOOT CONCRETE AND STONE CULVERT, 17 1/2 FEET WEST OF
 GY0358'CENTER LINE OF HIGHWAY, 107 FEET NORTHWEST OF CENTER OF JUNCTION
 GY0358'OF DRIVE, 0.7 FOOT NORTH OF SOUTH END OF HEAD WALL AND 1 1/2
 GY0358'FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0710 ***********************************************************************
 HY0710  DESIGNATION -  T 149
 HY0710  PID         -  HY0710
 HY0710  STATE/COUNTY-  WV/WAYNE
 HY0710  USGS QUAD   -  RADNOR (1989)
 HY0710
 HY0710                         *CURRENT SURVEY CONTROL
 HY0710  ___________________________________________________________________
 HY0710* NAD 83(1986)-  38 01 26.     (N)    082 25 54.     (W)     SCALED    
 HY0710* NAVD 88     -       210.096  (meters)     689.29   (feet)  ADJUSTED  
 HY0710  ___________________________________________________________________
 HY0710  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY0710  DYNAMIC HT  -         209.945 (meters)     688.79  (feet)  COMP
 HY0710  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 HY0710
 HY0710  VERT ORDER  -  SECOND    CLASS 0
 HY0710
 HY0710.The horizontal coordinates were scaled from a topographic map and have
 HY0710.an estimated accuracy of +/- 6 seconds.
 HY0710
 HY0710.The orthometric height was determined by differential leveling
 HY0710.and adjusted by the National Geodetic Survey in June 1991..
 HY0710
 HY0710.The geoid height was determined by GEOID03.
 HY0710
 HY0710.The dynamic height is computed by dividing the NAVD 88
 HY0710.geopotential number by the normal gravity value computed on the
 HY0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0710.degrees latitude (g = 980.6199 gals.).
 HY0710
 HY0710.The modeled gravity was interpolated from observed gravity values.
 HY0710
 HY0710;                    North         East    Units  Estimated Accuracy
 HY0710;SPC WV S     -   114,610.      474,310.      MT  (+/- 180 meters Scaled)
 HY0710
 HY0710                          SUPERSEDED SURVEY CONTROL
 HY0710
 HY0710  NGVD 29 (??/??/92)  210.313  (m)          690.00   (f) ADJ UNCH    2 0
 HY0710
 HY0710.Superseded values are not recommended for survey control.
 HY0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0710.See file dsdata.txt to determine how the superseded data were derived.
 HY0710
 HY0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC743094(NAD 83)
 HY0710_MARKER: DB = BENCH MARK DISK
 HY0710_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0710_SP_SET: ABUTMENT
 HY0710_STAMPING: T 149 1957
 HY0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0710
 HY0710  HISTORY     - Date     Condition        Report By
 HY0710  HISTORY     - 1957     MONUMENTED       CGS
 HY0710
 HY0710                          STATION DESCRIPTION
 HY0710
 HY0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0710'0.2 MI S FROM DUNLOW.
 HY0710'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY FROM THE SCHOOL AT
 HY0710'DUNLOW, ABOUT 75 YARDS WEST OF HIGHWAY, ON A ROAD LEADING
 HY0710'SOUTHWEST, IN THE TOP OF THE WEST END OF SOUTH CONCRETE ABUTMENT
 HY0710'OF A 100-FOOT STEEL BRIDGE OVER WEST FORK OF TWELVEPOLE CREEK ON
 HY0710'ROAD LEADING SOUTHWEST, ABOUT 116 YARDS NORTH OF THE OLD
 HY0710'ABANDONED NORFOLK AND WESTERN RAILWAY STATION, 11 FEET WEST OF
 HY0710'CENTER LINE OF ROAD AND ABOUT 1 1/2 FEET BELOW LEVEL OF BRIDGE
 HY0710'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0332 ***********************************************************************
 GY0332  DESIGNATION -  T 150
 GY0332  PID         -  GY0332
 GY0332  STATE/COUNTY-  WV/MINGO
 GY0332  USGS QUAD   -  MYRTLE (1976)
 GY0332
 GY0332                         *CURRENT SURVEY CONTROL
 GY0332  ___________________________________________________________________
 GY0332* NAD 83(1986)-  37 49 36.     (N)    082 14 25.     (W)     SCALED    
 GY0332* NAVD 88     -       213.058  (meters)     699.01   (feet)  ADJUSTED  
 GY0332  ___________________________________________________________________
 GY0332  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GY0332  DYNAMIC HT  -         212.901 (meters)     698.49  (feet)  COMP
 GY0332  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 GY0332
 GY0332  VERT ORDER  -  SECOND    CLASS 0
 GY0332
 GY0332.The horizontal coordinates were scaled from a topographic map and have
 GY0332.an estimated accuracy of +/- 6 seconds.
 GY0332
 GY0332.The orthometric height was determined by differential leveling
 GY0332.and adjusted by the National Geodetic Survey in June 1991..
 GY0332
 GY0332.The geoid height was determined by GEOID03.
 GY0332
 GY0332.The dynamic height is computed by dividing the NAVD 88
 GY0332.geopotential number by the normal gravity value computed on the
 GY0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0332.degrees latitude (g = 980.6199 gals.).
 GY0332
 GY0332.The modeled gravity was interpolated from observed gravity values.
 GY0332
 GY0332;                    North         East    Units  Estimated Accuracy
 GY0332;SPC WV S     -    92,480.      490,820.      MT  (+/- 180 meters Scaled)
 GY0332
 GY0332                          SUPERSEDED SURVEY CONTROL
 GY0332
 GY0332  NGVD 29 (??/??/92)  213.276  (m)          699.72   (f) ADJ UNCH    2 0
 GY0332
 GY0332.Superseded values are not recommended for survey control.
 GY0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0332.See file dsdata.txt to determine how the superseded data were derived.
 GY0332
 GY0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB908873(NAD 83)
 GY0332_MARKER: DB = BENCH MARK DISK
 GY0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0332_SP_SET: BRIDGE
 GY0332_STAMPING: T 150 1957
 GY0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0332
 GY0332  HISTORY     - Date     Condition        Report By
 GY0332  HISTORY     - 1957     MONUMENTED       CGS
 GY0332  HISTORY     - 20040625 MARK NOT FOUND   USACE
 GY0332
 GY0332                          STATION DESCRIPTION
 GY0332
 GY0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0332'4 MI NE FROM LENORE.
 GY0332'ABOUT 4.05 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO DINGESS
 GY0332'FROM THE SCHOOL AND JUNCTION OF STATE HIGHWAY 65 AT LENORE, ABOUT
 GY0332'0.3 MILE NORTHEAST OF CANTERBURY BAPTIST CHURCH, IN THE TOP OF
 GY0332'THE SOUTH END OF EAST ABUTMENT OF A 20-FOOT BRIDGE OVER TOMS
 GY0332'BRANCH, 13 FEET SOUTH OF CENTER LINE OF ROAD, 1/2 FOOT NORTH OF
 GY0332'SOUTH END OF ABUTMENT AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
 GY0332
 GY0332                          STATION RECOVERY (2004)
 GY0332
 GY0332'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (SMP)
 GY0332'ROAD WIDENING OF MINGO COUNTY ROUTE 3/5 HAS APPARENTLY LED TO THE
 GY0332'DESTRUCTION OF THIS BM.  ABUTMENT AND BRIDGE CALLED FOR IN DATASHEET
 GY0332'HAVE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0591 ***********************************************************************
 HY0591  DESIGNATION -  T 151
 HY0591  PID         -  HY0591
 HY0591  STATE/COUNTY-  WV/LINCOLN
 HY0591  USGS QUAD   -  HAMLIN (1989)
 HY0591
 HY0591                         *CURRENT SURVEY CONTROL
 HY0591  ___________________________________________________________________
 HY0591* NAD 83(1986)-  38 15 58.     (N)    082 03 07.     (W)     SCALED    
 HY0591* NAVD 88     -       194.384  (meters)     637.74   (feet)  ADJUSTED  
 HY0591  ___________________________________________________________________
 HY0591  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HY0591  DYNAMIC HT  -         194.247 (meters)     637.29  (feet)  COMP
 HY0591  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 HY0591
 HY0591  VERT ORDER  -  SECOND    CLASS 0
 HY0591
 HY0591.The horizontal coordinates were scaled from a topographic map and have
 HY0591.an estimated accuracy of +/- 6 seconds.
 HY0591
 HY0591.The orthometric height was determined by differential leveling
 HY0591.and adjusted by the National Geodetic Survey in June 1991..
 HY0591
 HY0591.The geoid height was determined by GEOID03.
 HY0591
 HY0591.The dynamic height is computed by dividing the NAVD 88
 HY0591.geopotential number by the normal gravity value computed on the
 HY0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0591.degrees latitude (g = 980.6199 gals.).
 HY0591
 HY0591.The modeled gravity was interpolated from observed gravity values.
 HY0591
 HY0591;                    North         East    Units  Estimated Accuracy
 HY0591;SPC WV S     -   141,050.      507,950.      MT  (+/- 180 meters Scaled)
 HY0591
 HY0591                          SUPERSEDED SURVEY CONTROL
 HY0591
 HY0591  NGVD 29 (??/??/92)  194.591  (m)          638.42   (f) ADJ UNCH    2 0
 HY0591
 HY0591.Superseded values are not recommended for survey control.
 HY0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0591.See file dsdata.txt to determine how the superseded data were derived.
 HY0591
 HY0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC079358(NAD 83)
 HY0591_MARKER: DB = BENCH MARK DISK
 HY0591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0591_SP_SET: ABUTMENT
 HY0591_STAMPING: T 151 1957
 HY0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0591
 HY0591  HISTORY     - Date     Condition        Report By
 HY0591  HISTORY     - 1957     MONUMENTED       CGS
 HY0591
 HY0591                          STATION DESCRIPTION
 HY0591
 HY0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0591'0.9 MI NW FROM SWEETLAND.
 HY0591'ABOUT 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST
 HY0591'OFFICE AT SWEETLAND, 0.45 MILE NORTHWEST OF MIDDLE FORK FREEWILL
 HY0591'BAPTIST CHURCH, 58 FEET NORTHWEST OF THE INTERSECTION OF DIRT ROAD
 HY0591'LEADING NORTHEAST, 27 FEET SOUTH OF POWER POLE NUMBER 2322-26, 23
 HY0591'FEET WEST OF THE CENTER LINE OF THE HIGHWAY SET IN THE TOP OF THE WEST
 HY0591'END OF THE SOUTH ABUTMENT OF 6 FOOT CONCRETE BRIDGE FOR A CREEK
 HY0591'BRANCH, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0582 ***********************************************************************
 HY0582  DESIGNATION -  T 152
 HY0582  PID         -  HY0582
 HY0582  STATE/COUNTY-  WV/LINCOLN
 HY0582  USGS QUAD   -  HAGER (1962)
 HY0582
 HY0582                         *CURRENT SURVEY CONTROL
 HY0582  ___________________________________________________________________
 HY0582* NAD 83(1986)-  38 12 24.     (N)    082 00 55.     (W)     SCALED    
 HY0582* NAVD 88     -       223.017  (meters)     731.68   (feet)  ADJUSTED  
 HY0582  ___________________________________________________________________
 HY0582  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HY0582  DYNAMIC HT  -         222.859 (meters)     731.16  (feet)  COMP
 HY0582  MODELED GRAV-     979,912.4   (mgal)                       NAVD 88
 HY0582
 HY0582  VERT ORDER  -  SECOND    CLASS 0
 HY0582
 HY0582.The horizontal coordinates were scaled from a topographic map and have
 HY0582.an estimated accuracy of +/- 6 seconds.
 HY0582
 HY0582.The orthometric height was determined by differential leveling
 HY0582.and adjusted by the National Geodetic Survey in June 1991..
 HY0582
 HY0582.The geoid height was determined by GEOID03.
 HY0582
 HY0582.The dynamic height is computed by dividing the NAVD 88
 HY0582.geopotential number by the normal gravity value computed on the
 HY0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0582.degrees latitude (g = 980.6199 gals.).
 HY0582
 HY0582.The modeled gravity was interpolated from observed gravity values.
 HY0582
 HY0582;                    North         East    Units  Estimated Accuracy
 HY0582;SPC WV S     -   134,410.      511,090.      MT  (+/- 180 meters Scaled)
 HY0582
 HY0582                          SUPERSEDED SURVEY CONTROL
 HY0582
 HY0582  NGVD 29 (??/??/92)  223.226  (m)          732.37   (f) ADJ UNCH    2 0
 HY0582
 HY0582.Superseded values are not recommended for survey control.
 HY0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0582.See file dsdata.txt to determine how the superseded data were derived.
 HY0582
 HY0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC111292(NAD 83)
 HY0582_MARKER: DB = BENCH MARK DISK
 HY0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0582_STAMPING: T 152 1957
 HY0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0582+STABILITY: SURFACE MOTION
 HY0582
 HY0582  HISTORY     - Date     Condition        Report By
 HY0582  HISTORY     - 1957     MONUMENTED       CGS
 HY0582
 HY0582                          STATION DESCRIPTION
 HY0582
 HY0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0582'2.9 MI S FROM GRIFFITHSVILLE.
 HY0582'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 HY0582'AT GRIFFITHSVILLE, THENCE 2.5 MILE SOUTH ALONG A GRAVEL ROAD,
 HY0582'0.45 MILE SOUTH OF CARNES SCHOOL, 88 FEET SOUTHEAST OF THE
 HY0582'SOUTHEAST CORNER OF THE EAST WING OF A 1 1/2 STORY FRAME SCHOOL
 HY0582'HOUSE, 77 FEET SOUTH OF THE CENTER OF A WELL, 16 FEET WEST OF
 HY0582'THE CENTER LINE OF THE ROAD, 33 FEET WEST OF THE SOUTH END OF
 HY0582'A 15-INCH PIPE CULVERT UNDER DRIVE EAST, 64 FEET SOUTH AND
 HY0582'ACROSS THE ROAD FROM THE EAST END OF A 24 INCH CORRUGATED PIPE
 HY0582'CULVERT, 2 FEET NORTH OF A CONCRETE WITNESS POST AND ABOUT LEVEL
 HY0582'WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HY0582'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0548 ***********************************************************************
 HY0548  DESIGNATION -  T 153
 HY0548  PID         -  HY0548
 HY0548  STATE/COUNTY-  WV/LINCOLN
 HY0548  USGS QUAD   -  BIG CREEK (1962)
 HY0548
 HY0548                         *CURRENT SURVEY CONTROL
 HY0548  ___________________________________________________________________
 HY0548* NAD 83(1986)-  38 06 38.     (N)    082 00 42.     (W)     SCALED    
 HY0548* NAVD 88     -       241.006  (meters)     790.70   (feet)  ADJUSTED  
 HY0548  ___________________________________________________________________
 HY0548  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HY0548  DYNAMIC HT  -         240.833 (meters)     790.13  (feet)  COMP
 HY0548  MODELED GRAV-     979,903.5   (mgal)                       NAVD 88
 HY0548
 HY0548  VERT ORDER  -  SECOND    CLASS 0
 HY0548
 HY0548.The horizontal coordinates were scaled from a topographic map and have
 HY0548.an estimated accuracy of +/- 6 seconds.
 HY0548
 HY0548.The orthometric height was determined by differential leveling
 HY0548.and adjusted by the National Geodetic Survey in June 1991..
 HY0548
 HY0548.The geoid height was determined by GEOID03.
 HY0548
 HY0548.The dynamic height is computed by dividing the NAVD 88
 HY0548.geopotential number by the normal gravity value computed on the
 HY0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0548.degrees latitude (g = 980.6199 gals.).
 HY0548
 HY0548.The modeled gravity was interpolated from observed gravity values.
 HY0548
 HY0548;                    North         East    Units  Estimated Accuracy
 HY0548;SPC WV S     -   123,740.      511,290.      MT  (+/- 180 meters Scaled)
 HY0548
 HY0548                          SUPERSEDED SURVEY CONTROL
 HY0548
 HY0548  NGVD 29 (??/??/92)  241.218  (m)          791.40   (f) ADJ UNCH    2 0
 HY0548
 HY0548.Superseded values are not recommended for survey control.
 HY0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0548.See file dsdata.txt to determine how the superseded data were derived.
 HY0548
 HY0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC113185(NAD 83)
 HY0548_MARKER: DB = BENCH MARK DISK
 HY0548_SETTING: 66 = SET IN ROCK OUTCROP
 HY0548_SP_SET: ROCK CUT
 HY0548_STAMPING: T 153 1957
 HY0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0548+STABILITY: POSITION/ELEVATION WELL
 HY0548
 HY0548  HISTORY     - Date     Condition        Report By
 HY0548  HISTORY     - 1957     MONUMENTED       CGS
 HY0548
 HY0548                          STATION DESCRIPTION
 HY0548
 HY0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0548'2.8 MI NW FROM MUD.
 HY0548'ABOUT 2.8 MILE NORTHWEST ALONG DIRT ROAD FOLLOWING MUD RIVER
 HY0548'FROM THE POST OFFICE AND STORE AT MUD, 0.8 MILE NORTHWEST OF A
 HY0548'STORE, DIRECTLY NORTH OF AND ACROSS MUD RIVER FROM THE SLAB
 HY0548'SCHOOL, 0.15 MILE SOUTHEAST OF A WOODEN PLANK STONE ABUTMENT
 HY0548'BRIDGE ACROSS A CREEK BRANCH, 16 1/2 FEET NORTH OF THE CENTER
 HY0548'LINE OF THE ROAD, NEAR THE CENTER OF A ROCK CUT, SET VERTICALLY
 HY0548'IN THE SOUTH FACE OF A CURVED LAYER OF ROCK WITH LOOSE ROCKS
 HY0548'ABOVE IT, ABOUT 3 FEET ABOVE THE GROUND AND 5 FEET ABOVE THE
 HY0548'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0506 ***********************************************************************
 HY0506  DESIGNATION -  T 154
 HY0506  PID         -  HY0506
 HY0506  STATE/COUNTY-  WV/LINCOLN
 HY0506  USGS QUAD   -  RANGER (1976)
 HY0506
 HY0506                         *CURRENT SURVEY CONTROL
 HY0506  ___________________________________________________________________
 HY0506* NAD 83(1986)-  38 05 43.     (N)    082 08 07.     (W)     SCALED    
 HY0506* NAVD 88     -       185.129  (meters)     607.38   (feet)  ADJUSTED  
 HY0506  ___________________________________________________________________
 HY0506  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HY0506  DYNAMIC HT  -         184.996 (meters)     606.94  (feet)  COMP
 HY0506  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 HY0506
 HY0506  VERT ORDER  -  SECOND    CLASS 0
 HY0506
 HY0506.The horizontal coordinates were scaled from a topographic map and have
 HY0506.an estimated accuracy of +/- 6 seconds.
 HY0506
 HY0506.The orthometric height was determined by differential leveling
 HY0506.and adjusted by the National Geodetic Survey in June 1991..
 HY0506
 HY0506.The geoid height was determined by GEOID03.
 HY0506
 HY0506.The dynamic height is computed by dividing the NAVD 88
 HY0506.geopotential number by the normal gravity value computed on the
 HY0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0506.degrees latitude (g = 980.6199 gals.).
 HY0506
 HY0506.The modeled gravity was interpolated from observed gravity values.
 HY0506
 HY0506;                    North         East    Units  Estimated Accuracy
 HY0506;SPC WV S     -   122,170.      500,430.      MT  (+/- 180 meters Scaled)
 HY0506
 HY0506                          SUPERSEDED SURVEY CONTROL
 HY0506
 HY0506  NGVD 29 (??/??/92)  185.342  (m)          608.08   (f) ADJ UNCH    2 0
 HY0506
 HY0506.Superseded values are not recommended for survey control.
 HY0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0506.See file dsdata.txt to determine how the superseded data were derived.
 HY0506
 HY0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC004169(NAD 83)
 HY0506_MARKER: DB = BENCH MARK DISK
 HY0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0506_STAMPING: T 154 1957
 HY0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0506+STABILITY: SURFACE MOTION
 HY0506
 HY0506  HISTORY     - Date     Condition        Report By
 HY0506  HISTORY     - 1957     MONUMENTED       CGS
 HY0506
 HY0506                          STATION DESCRIPTION
 HY0506
 HY0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0506'AT LATTIN.
 HY0506'ABOUT 53 FEET NORTHEAST OF AND ACROSS THE RAILROAD TRACKS FROM
 HY0506'THE STATION AT LATTIN, 122 FEET SOUTHEAST OF SWITCH STAND AT
 HY0506'SOUTHEAST END OF SIDING, 73 FEET NORTHEAST OF AND ACROSS THE
 HY0506'TRACKS FROM THE THIRD TELEPHONE POLE NORTHWEST OF MILEPOST 35,
 HY0506'38 1/2 FEET SOUTHWEST OF THE CENTERLINE OF DIRT ROAD AND AT
 HY0506'OUTSIDE OF A CURVE WITH TANGENTS TO THE EAST AND NORTHWEST,
 HY0506'117 YARDS NORTHWEST OF MILE POST 35, 24 FEET NORTHEAST OF THE
 HY0506'NORTHEAST RAIL OF THE NORTHEAST TRACK, 2 FEET SOUTHWEST OF A
 HY0506'CONCRETE WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY0506'4 INCHES, 3 1/2 FEET BELOW THE LEVEL OF THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0402 ***********************************************************************
 GY0402  DESIGNATION -  T 155
 GY0402  PID         -  GY0402
 GY0402  STATE/COUNTY-  WV/LOGAN
 GY0402  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0402
 GY0402                         *CURRENT SURVEY CONTROL
 GY0402  ___________________________________________________________________
 GY0402* NAD 83(1986)-  37 53 06.     (N)    082 06 35.     (W)     SCALED    
 GY0402* NAVD 88     -       313.152  (meters)    1027.40   (feet)  ADJUSTED  
 GY0402  ___________________________________________________________________
 GY0402  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GY0402  DYNAMIC HT  -         312.921 (meters)    1026.64  (feet)  COMP
 GY0402  MODELED GRAV-     979,883.1   (mgal)                       NAVD 88
 GY0402
 GY0402  VERT ORDER  -  SECOND    CLASS 0
 GY0402
 GY0402.The horizontal coordinates were scaled from a topographic map and have
 GY0402.an estimated accuracy of +/- 6 seconds.
 GY0402
 GY0402.The orthometric height was determined by differential leveling
 GY0402.and adjusted by the National Geodetic Survey in June 1991..
 GY0402
 GY0402.The geoid height was determined by GEOID03.
 GY0402
 GY0402.The dynamic height is computed by dividing the NAVD 88
 GY0402.geopotential number by the normal gravity value computed on the
 GY0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0402.degrees latitude (g = 980.6199 gals.).
 GY0402
 GY0402.The modeled gravity was interpolated from observed gravity values.
 GY0402
 GY0402;                    North         East    Units  Estimated Accuracy
 GY0402;SPC WV S     -    98,810.      502,390.      MT  (+/- 180 meters Scaled)
 GY0402
 GY0402                          SUPERSEDED SURVEY CONTROL
 GY0402
 GY0402  NGVD 29 (??/??/92)  313.366  (m)         1028.10   (f) ADJ UNCH    2 0
 GY0402
 GY0402.Superseded values are not recommended for survey control.
 GY0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0402.See file dsdata.txt to determine how the superseded data were derived.
 GY0402
 GY0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB024936(NAD 83)
 GY0402_MARKER: DB = BENCH MARK DISK
 GY0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0402_SP_SET: CULVERT
 GY0402_STAMPING: T 155 1957
 GY0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0402
 GY0402  HISTORY     - Date     Condition        Report By
 GY0402  HISTORY     - 1957     MONUMENTED       CGS
 GY0402
 GY0402                          STATION DESCRIPTION
 GY0402
 GY0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0402'3.8 MI NW FROM SHEGON.
 GY0402'ABOUT 2.4 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO
 GY0402'DINGESS FROM THE MUD FORK BAPTIST CHURCH AT SHEGON, THENCE ABOUT
 GY0402'1.4 MILES NORTH ALONG A GRAVEL ROAD LEADING TO THE TOP OF A GAP,
 GY0402'23 FEET EAST OF CENTER LINE OF ROAD, IN THE TOP OF NORTH
 GY0402'END OF EAST CONCRETE HEAD WALL OF A CONCRETE AND STONE CULVERT
 GY0402'FOR CONNELLY FORK, 24 YARDS SOUTHEAST AND ACROSS ROAD FROM
 GY0402'TELEPHONE POLE NO. 27-66 AND ABOUT 4 1/2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2222 ***********************************************************************
 HX2222  DESIGNATION -  T 156
 HX2222  PID         -  HX2222
 HX2222  STATE/COUNTY-  WV/LINCOLN
 HX2222  USGS QUAD   -  MUD (1976)
 HX2222
 HX2222                         *CURRENT SURVEY CONTROL
 HX2222  ___________________________________________________________________
 HX2222* NAD 83(1986)-  38 02 35.     (N)    081 58 48.     (W)     SCALED    
 HX2222* NAVD 88     -       250.786  (meters)     822.79   (feet)  ADJUSTED  
 HX2222  ___________________________________________________________________
 HX2222  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HX2222  DYNAMIC HT  -         250.604 (meters)     822.19  (feet)  COMP
 HX2222  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 HX2222
 HX2222  VERT ORDER  -  SECOND    CLASS 0
 HX2222
 HX2222.The horizontal coordinates were scaled from a topographic map and have
 HX2222.an estimated accuracy of +/- 6 seconds.
 HX2222
 HX2222.The orthometric height was determined by differential leveling
 HX2222.and adjusted by the National Geodetic Survey in June 1991..
 HX2222
 HX2222.The geoid height was determined by GEOID03.
 HX2222
 HX2222.The dynamic height is computed by dividing the NAVD 88
 HX2222.geopotential number by the normal gravity value computed on the
 HX2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2222.degrees latitude (g = 980.6199 gals.).
 HX2222
 HX2222.The modeled gravity was interpolated from observed gravity values.
 HX2222
 HX2222;                    North         East    Units  Estimated Accuracy
 HX2222;SPC WV S     -   116,220.      513,980.      MT  (+/- 180 meters Scaled)
 HX2222
 HX2222                          SUPERSEDED SURVEY CONTROL
 HX2222
 HX2222  NGVD 29 (??/??/92)  250.997  (m)          823.48   (f) ADJ UNCH    2 0
 HX2222
 HX2222.Superseded values are not recommended for survey control.
 HX2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2222.See file dsdata.txt to determine how the superseded data were derived.
 HX2222
 HX2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC140110(NAD 83)
 HX2222_MARKER: DB = BENCH MARK DISK
 HX2222_SETTING: 66 = SET IN ROCK OUTCROP
 HX2222_SP_SET: ROCK CUT
 HX2222_STAMPING: T 156 1957
 HX2222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2222+STABILITY: POSITION/ELEVATION WELL
 HX2222
 HX2222  HISTORY     - Date     Condition        Report By
 HX2222  HISTORY     - 1957     MONUMENTED       CGS
 HX2222
 HX2222                          STATION DESCRIPTION
 HX2222
 HX2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2222'0.6 MI E FROM DOLLIE.
 HX2222'ABOUT 0.55 MILE EAST ALONG GRAVEL ROAD FROM THE SCHOOL AT
 HX2222'DOLLIE, 0.2 MILE EAST OF A CONCRETE PIPE CULVERT OVER FAWN
 HX2222'HOLLOW, 25 YARDS NORTHWEST OF THE SOUTHEAST END OF A ROCK CUT,
 HX2222'21 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET
 HX2222'VERTICALLY IN THE SOUTHWEST FACE OF A 10-FOOT HIGH ROCK IN A
 HX2222'ROCK CUT, ABOUT 1 FOOT ABOVE THE GROUND AND 4 1/2 FEET ABOVE
 HX2222'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2503 ***********************************************************************
 GX2503  DESIGNATION -  T 157
 GX2503  PID         -  GX2503
 GX2503  STATE/COUNTY-  WV/LOGAN
 GX2503  USGS QUAD   -  HENLAWSON (1976)
 GX2503
 GX2503                         *CURRENT SURVEY CONTROL
 GX2503  ___________________________________________________________________
 GX2503* NAD 83(1986)-  37 56 16.     (N)    081 53 01.     (W)     SCALED    
 GX2503* NAVD 88     -       282.133  (meters)     925.63   (feet)  ADJUSTED  
 GX2503  ___________________________________________________________________
 GX2503  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GX2503  DYNAMIC HT  -         281.926 (meters)     924.95  (feet)  COMP
 GX2503  MODELED GRAV-     979,886.7   (mgal)                       NAVD 88
 GX2503
 GX2503  VERT ORDER  -  SECOND    CLASS 0
 GX2503
 GX2503.The horizontal coordinates were scaled from a topographic map and have
 GX2503.an estimated accuracy of +/- 6 seconds.
 GX2503
 GX2503.The orthometric height was determined by differential leveling
 GX2503.and adjusted by the National Geodetic Survey in June 1991..
 GX2503
 GX2503.The geoid height was determined by GEOID03.
 GX2503
 GX2503.The dynamic height is computed by dividing the NAVD 88
 GX2503.geopotential number by the normal gravity value computed on the
 GX2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2503.degrees latitude (g = 980.6199 gals.).
 GX2503
 GX2503.The modeled gravity was interpolated from observed gravity values.
 GX2503
 GX2503;                    North         East    Units  Estimated Accuracy
 GX2503;SPC WV S     -   104,450.      522,330.      MT  (+/- 180 meters Scaled)
 GX2503
 GX2503                          SUPERSEDED SURVEY CONTROL
 GX2503
 GX2503  NGVD 29 (??/??/92)  282.340  (m)          926.31   (f) ADJ UNCH    2 0
 GX2503
 GX2503.Superseded values are not recommended for survey control.
 GX2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2503.See file dsdata.txt to determine how the superseded data were derived.
 GX2503
 GX2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB223992(NAD 83)
 GX2503_MARKER: DB = BENCH MARK DISK
 GX2503_SETTING: 66 = SET IN ROCK OUTCROP
 GX2503_SP_SET: CUT
 GX2503_STAMPING: T 157 1957
 GX2503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2503+STABILITY: POSITION/ELEVATION WELL
 GX2503
 GX2503  HISTORY     - Date     Condition        Report By
 GX2503  HISTORY     - 1957     MONUMENTED       CGS
 GX2503
 GX2503                          STATION DESCRIPTION
 GX2503
 GX2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2503'0.8 MI NE FROM LAKE.
 GX2503'ABOUT 0.75 MILE NORTHEAST ALONG HEWETT ROAD (BLACKTOP) FROM THE
 GX2503'SCHOOL AT LAKE, ABOUT 0.25 MILE SOUTHWEST OF THE JUNCTION OF
 GX2503'ROAD LEADING SOUTH INTO ISOM BRANCH, 125 FEET WEST OF THE NORTH
 GX2503'END OF A 2 1/2-FOOT STONE CULVERT WITH STONE HEADWALL, 47 1/2
 GX2503'FEET NORTHEAST OF AND ACROSS THE ROAD FROM TELEPHONE POLE NUMBER
 GX2503'86, 17 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET VERTICALLY
 GX2503'IN THE SMOOTH SOUTHEAST FACE OF A 2 1/2 FEET HIGH ROCK IN A 12
 GX2503'FOOT HIGH CUT, ABOUT 5 1/2 FEET ABOVE THE BOTTOM OF THE DITCH
 GX2503'AND 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0343 ***********************************************************************
 GY0343  DESIGNATION -  T 158
 GY0343  PID         -  GY0343
 GY0343  STATE/COUNTY-  WV/MINGO
 GY0343  USGS QUAD   -  NAUGATUCK (1975)
 GY0343
 GY0343                         *CURRENT SURVEY CONTROL
 GY0343  ___________________________________________________________________
 GY0343* NAD 83(1986)-  37 52 24.     (N)    082 21 32.     (W)     SCALED    
 GY0343* NAVD 88     -       226.924  (meters)     744.50   (feet)  ADJUSTED  
 GY0343  ___________________________________________________________________
 GY0343  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GY0343  DYNAMIC HT  -         226.757 (meters)     743.95  (feet)  COMP
 GY0343  MODELED GRAV-     979,890.8   (mgal)                       NAVD 88
 GY0343
 GY0343  VERT ORDER  -  SECOND    CLASS 0
 GY0343
 GY0343.The horizontal coordinates were scaled from a topographic map and have
 GY0343.an estimated accuracy of +/- 6 seconds.
 GY0343
 GY0343.The orthometric height was determined by differential leveling
 GY0343.and adjusted by the National Geodetic Survey in June 1991..
 GY0343
 GY0343.The geoid height was determined by GEOID03.
 GY0343
 GY0343.The dynamic height is computed by dividing the NAVD 88
 GY0343.geopotential number by the normal gravity value computed on the
 GY0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0343.degrees latitude (g = 980.6199 gals.).
 GY0343
 GY0343.The modeled gravity was interpolated from observed gravity values.
 GY0343
 GY0343;                    North         East    Units  Estimated Accuracy
 GY0343;SPC WV S     -    97,810.      480,450.      MT  (+/- 180 meters Scaled)
 GY0343
 GY0343                          SUPERSEDED SURVEY CONTROL
 GY0343
 GY0343  NGVD 29 (??/??/92)  227.136  (m)          745.20   (f) ADJ UNCH    2 0
 GY0343
 GY0343.Superseded values are not recommended for survey control.
 GY0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0343.See file dsdata.txt to determine how the superseded data were derived.
 GY0343
 GY0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB804926(NAD 83)
 GY0343_MARKER: DB = BENCH MARK DISK
 GY0343_SETTING: 66 = SET IN ROCK OUTCROP
 GY0343_SP_SET: ROCK OUTCROP
 GY0343_STAMPING: T 158 1957
 GY0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0343+STABILITY: POSITION/ELEVATION WELL
 GY0343
 GY0343  HISTORY     - Date     Condition        Report By
 GY0343  HISTORY     - 1957     MONUMENTED       CGS
 GY0343
 GY0343                          STATION DESCRIPTION
 GY0343
 GY0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0343'1.6 MI NE FROM SELWYN.
 GY0343'ABOUT 0.15 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GY0343'AT SELWYN, THENCE ABOUT 1.5 MILES NORTHEAST ALONG A GRAVEL ROAD,
 GY0343'AT JUNCTION OF A PRIVATE ROAD SOUTHEAST AND A NARROW ROAD
 GY0343'LEADING NORTH UP MOUNTAIN SIDE, SET IN THE TOP OF SOUTH END OF
 GY0343'A 30-FOOT LONG AND 2 1/2-FOOT HIGH ROCK OUTCROP, 57 FEET SOUTHEAST
 GY0343'OF CENTER LINE OF ROAD, 28 FEET NORTHEAST OF CENTER LINE OF
 GY0343'PRIVATE ROAD SOUTHEAST, 71 FEET EAST AND ACROSS PRIVATE ROAD
 GY0343'FROM THE EAST CORNER OF A 6-FOOT STONE CULVERT, 2 FEET NORTH OF
 GY0343'SOUTH END OF ROCK AND ABOUT 20 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0749 ***********************************************************************
 HY0749  DESIGNATION -  T 159
 HY0749  PID         -  HY0749
 HY0749  STATE/COUNTY-  WV/WAYNE
 HY0749  USGS QUAD   -  KIAHSVILLE (1975)
 HY0749
 HY0749                         *CURRENT SURVEY CONTROL
 HY0749  ___________________________________________________________________
 HY0749* NAD 83(1986)-  38 04 10.     (N)    082 18 40.     (W)     SCALED    
 HY0749* NAVD 88     -       208.613  (meters)     684.42   (feet)  ADJUSTED  
 HY0749  ___________________________________________________________________
 HY0749  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HY0749  DYNAMIC HT  -         208.462 (meters)     683.93  (feet)  COMP
 HY0749  MODELED GRAV-     979,900.9   (mgal)                       NAVD 88
 HY0749
 HY0749  VERT ORDER  -  SECOND    CLASS 0
 HY0749
 HY0749.The horizontal coordinates were scaled from a topographic map and have
 HY0749.an estimated accuracy of +/- 6 seconds.
 HY0749
 HY0749.The orthometric height was determined by differential leveling
 HY0749.and adjusted by the National Geodetic Survey in June 1991..
 HY0749
 HY0749.The geoid height was determined by GEOID03.
 HY0749
 HY0749.The dynamic height is computed by dividing the NAVD 88
 HY0749.geopotential number by the normal gravity value computed on the
 HY0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0749.degrees latitude (g = 980.6199 gals.).
 HY0749
 HY0749.The modeled gravity was interpolated from observed gravity values.
 HY0749
 HY0749;                    North         East    Units  Estimated Accuracy
 HY0749;SPC WV S     -   119,510.      484,960.      MT  (+/- 180 meters Scaled)
 HY0749
 HY0749                          SUPERSEDED SURVEY CONTROL
 HY0749
 HY0749  NGVD 29 (??/??/92)  208.825  (m)          685.12   (f) ADJ UNCH    2 0
 HY0749
 HY0749.Superseded values are not recommended for survey control.
 HY0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0749.See file dsdata.txt to determine how the superseded data were derived.
 HY0749
 HY0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC849143(NAD 83)
 HY0749_MARKER: DB = BENCH MARK DISK
 HY0749_SETTING: 66 = SET IN ROCK OUTCROP
 HY0749_SP_SET: ROCK CUT
 HY0749_STAMPING: T 159 1957
 HY0749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0749+STABILITY: POSITION/ELEVATION WELL
 HY0749
 HY0749  HISTORY     - Date     Condition        Report By
 HY0749  HISTORY     - 1957     MONUMENTED       CGS
 HY0749
 HY0749                          STATION DESCRIPTION
 HY0749
 HY0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0749'6.8 MI SW FROM COVE GAP.
 HY0749'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0749'SCHOOL AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 2.75 MILES
 HY0749'SOUTH ALONG A ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 HY0749'ABOUT 0.7 MILE SOUTHEAST OF A 15-FOOT BRIDGE, ON THE INSIDE AND
 HY0749'NEAR THE EAST END OF A LONG CURVE WITH TANGENTS EXTENDING NORTH
 HY0749'AND EAST, SET VERTICALLY IN THE SOUTHWEST FACE OF A LONG ROCK
 HY0749'CUT, 17 FEET NORTHEAST OF CENTER LINE OF ROAD, 79 FEET NORTHWEST
 HY0749'OF SOUTHEAST END OF CUT, 3 FEET ABOVE GROUND AND ABOUT 3 FEET
 HY0749'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1409 ***********************************************************************
 HW1409  DESIGNATION -  T 16
 HW1409  PID         -  HW1409
 HW1409  STATE/COUNTY-  WV/PENDLETON
 HW1409  USGS QUAD   -  CIRCLEVILLE (1995)
 HW1409
 HW1409                         *CURRENT SURVEY CONTROL
 HW1409  ___________________________________________________________________
 HW1409* NAD 83(1986)-  38 44 29.     (N)    079 26 26.     (W)     SCALED    
 HW1409* NAVD 88     -       551.129  (meters)    1808.16   (feet)  ADJUSTED  
 HW1409  ___________________________________________________________________
 HW1409  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HW1409  DYNAMIC HT  -         550.727 (meters)    1806.84  (feet)  COMP
 HW1409  MODELED GRAV-     979,881.0   (mgal)                       NAVD 88
 HW1409
 HW1409  VERT ORDER  -  SECOND    CLASS 0
 HW1409
 HW1409.The horizontal coordinates were scaled from a topographic map and have
 HW1409.an estimated accuracy of +/- 6 seconds.
 HW1409
 HW1409.The orthometric height was determined by differential leveling
 HW1409.and adjusted by the National Geodetic Survey in June 1991..
 HW1409
 HW1409.The geoid height was determined by GEOID03.
 HW1409
 HW1409.The dynamic height is computed by dividing the NAVD 88
 HW1409.geopotential number by the normal gravity value computed on the
 HW1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1409.degrees latitude (g = 980.6199 gals.).
 HW1409
 HW1409.The modeled gravity was interpolated from observed gravity values.
 HW1409
 HW1409;                    North         East    Units  Estimated Accuracy
 HW1409;SPC WV S     -   194,420.      735,570.      MT  (+/- 180 meters Scaled)
 HW1409
 HW1409                          SUPERSEDED SURVEY CONTROL
 HW1409
 HW1409  NGVD 29 (??/??/92)  551.257  (m)         1808.58   (f) ADJ UNCH    2 0
 HW1409
 HW1409.Superseded values are not recommended for survey control.
 HW1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1409.See file dsdata.txt to determine how the superseded data were derived.
 HW1409
 HW1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC355892(NAD 83)
 HW1409_MARKER: DB = BENCH MARK DISK
 HW1409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1409_SP_SET: CULVERT
 HW1409_STAMPING: T 16 1934
 HW1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1409
 HW1409  HISTORY     - Date     Condition        Report By
 HW1409  HISTORY     - 1934     MONUMENTED       CGS
 HW1409
 HW1409                          STATION DESCRIPTION
 HW1409
 HW1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1409'AT RIVERTON.
 HW1409'AT RIVERTON, PENDLETON COUNTY, ON U.S. HIGHWAY 33, AT THE EAST
 HW1409'END OF THE VILLAGE, AT A CITY LIMIT SIGN, 50 YARDS SOUTH OF A
 HW1409'GULF SERVICE STATION, AT A CONCRETE CULVERT, IN THE TOP OF THE
 HW1409'NORTHEAST END OF THE WING WALL, AND 5 YARDS SOUTH OF THE
 HW1409'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 16 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0370 ***********************************************************************
 GY0370  DESIGNATION -  T 160
 GY0370  PID         -  GY0370
 GY0370  STATE/COUNTY-  WV/LINCOLN
 GY0370  USGS QUAD   -  TRACE (1976)
 GY0370
 GY0370                         *CURRENT SURVEY CONTROL
 GY0370  ___________________________________________________________________
 GY0370* NAD 83(1986)-  37 59 18.     (N)    082 12 38.     (W)     SCALED    
 GY0370* NAVD 88     -       264.716  (meters)     868.49   (feet)  ADJUSTED  
 GY0370  ___________________________________________________________________
 GY0370  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 GY0370  DYNAMIC HT  -         264.523 (meters)     867.86  (feet)  COMP
 GY0370  MODELED GRAV-     979,894.1   (mgal)                       NAVD 88
 GY0370
 GY0370  VERT ORDER  -  SECOND    CLASS 0
 GY0370
 GY0370.The horizontal coordinates were scaled from a topographic map and have
 GY0370.an estimated accuracy of +/- 6 seconds.
 GY0370
 GY0370.The orthometric height was determined by differential leveling
 GY0370.and adjusted by the National Geodetic Survey in June 1991..
 GY0370
 GY0370.The geoid height was determined by GEOID03.
 GY0370
 GY0370.The dynamic height is computed by dividing the NAVD 88
 GY0370.geopotential number by the normal gravity value computed on the
 GY0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0370.degrees latitude (g = 980.6199 gals.).
 GY0370
 GY0370.The modeled gravity was interpolated from observed gravity values.
 GY0370
 GY0370;                    North         East    Units  Estimated Accuracy
 GY0370;SPC WV S     -   110,390.      493,670.      MT  (+/- 180 meters Scaled)
 GY0370
 GY0370                          SUPERSEDED SURVEY CONTROL
 GY0370
 GY0370  NGVD 29 (??/??/92)  264.930  (m)          869.19   (f) ADJ UNCH    2 0
 GY0370
 GY0370.Superseded values are not recommended for survey control.
 GY0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0370.See file dsdata.txt to determine how the superseded data were derived.
 GY0370
 GY0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC936052(NAD 83)
 GY0370_MARKER: DB = BENCH MARK DISK
 GY0370_SETTING: 80 = SET IN A BOULDER
 GY0370_STAMPING: T 160 1957
 GY0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0370+STABILITY: SURFACE MOTION
 GY0370
 GY0370  HISTORY     - Date     Condition        Report By
 GY0370  HISTORY     - 1957     MONUMENTED       CGS
 GY0370
 GY0370                          STATION DESCRIPTION
 GY0370
 GY0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0370'20.8 MI SE FROM COVE GAP.
 GY0370'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 GY0370'SCHOOL AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 7.8 MILES
 GY0370'SOUTHEAST ALONG A ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 GY0370'THENCE ABOUT 2.15 MILES EAST ALONG A MOUNTAIN ROAD WHICH LEADS
 GY0370'INTO KIAH CREEK, THENCE ABOUT 6.75 MILES SOUTH AND SOUTHEAST
 GY0370'ALONG KIAH CREEK ROAD, ABOUT 0.5 MILE EAST OF JUNCTION OF A
 GY0370'ROAD SOUTH ALONG JIMS BRANCH, SET VERTICALLY IN THE WEST CORNER
 GY0370'OF A LARGE 3-CORNERED EMBEDDED BOULDER ABOUT 25 BY 20 BY 35
 GY0370'FEET AND 12 FEET HIGH, IN A SMALL CLEARING SOUTH OF ROAD, 40
 GY0370'FEET SOUTH OF CENTER LINE OF ROAD, 1 FOOT ABOVE GROUND AND
 GY0370'ABOUT 15 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2170 ***********************************************************************
 GX2170  DESIGNATION -  T 161
 GX2170  PID         -  GX2170
 GX2170  STATE/COUNTY-  WV/MINGO
 GX2170  USGS QUAD   -  MAN (1976)
 GX2170
 GX2170                         *CURRENT SURVEY CONTROL
 GX2170  ___________________________________________________________________
 GX2170* NAD 83(1986)-  37 38 09.     (N)    081 55 48.     (W)     SCALED    
 GX2170* NAVD 88     -       313.375  (meters)    1028.13   (feet)  ADJUSTED  
 GX2170  ___________________________________________________________________
 GX2170  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX2170  DYNAMIC HT  -         313.132 (meters)    1027.33  (feet)  COMP
 GX2170  MODELED GRAV-     979,845.7   (mgal)                       NAVD 88
 GX2170
 GX2170  VERT ORDER  -  SECOND    CLASS 0
 GX2170
 GX2170.The horizontal coordinates were scaled from a topographic map and have
 GX2170.an estimated accuracy of +/- 6 seconds.
 GX2170
 GX2170.The orthometric height was determined by differential leveling
 GX2170.and adjusted by the National Geodetic Survey in June 1991..
 GX2170
 GX2170.The geoid height was determined by GEOID03.
 GX2170
 GX2170.The dynamic height is computed by dividing the NAVD 88
 GX2170.geopotential number by the normal gravity value computed on the
 GX2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2170.degrees latitude (g = 980.6199 gals.).
 GX2170
 GX2170.The modeled gravity was interpolated from observed gravity values.
 GX2170
 GX2170;                    North         East    Units  Estimated Accuracy
 GX2170;SPC WV S     -    70,980.      517,920.      MT  (+/- 180 meters Scaled)
 GX2170
 GX2170                          SUPERSEDED SURVEY CONTROL
 GX2170
 GX2170  NGVD 29 (??/??/92)  313.576  (m)         1028.79   (f) ADJ UNCH    2 0
 GX2170
 GX2170.Superseded values are not recommended for survey control.
 GX2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2170.See file dsdata.txt to determine how the superseded data were derived.
 GX2170
 GX2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB179658(NAD 83)
 GX2170_MARKER: DB = BENCH MARK DISK
 GX2170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2170_SP_SET: BRIDGE
 GX2170_STAMPING: T 161 1957
 GX2170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2170
 GX2170  HISTORY     - Date     Condition        Report By
 GX2170  HISTORY     - 1957     MONUMENTED       CGS
 GX2170
 GX2170                          STATION DESCRIPTION
 GX2170
 GX2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2170'5 MI NW FROM GILBERT.
 GX2170'ABOUT 5.05 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION
 GX2170'OF STATE HIGHWAY 80 AT GILBERT, ABOUT 5.05 MILES EAST ALONG
 GX2170'HIGHWAY 52 FROM THE JUNCTION OF U.S. HIGHWAY 119 AT MOUNTAIN
 GX2170'VIEW, ABOUT 0.6 MILE EAST OF A CEMETERY LOCATED NORTH OF HIGHWAY,
 GX2170'IN THE TOP OF THE WING WALL AT EAST CORNER OF A 20-FOOT CONCRETE
 GX2170'BRIDGE, 13 FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT 1/2
 GX2170'FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2401 ***********************************************************************
 GX2401  DESIGNATION -  T 162
 GX2401  PID         -  GX2401
 GX2401  STATE/COUNTY-  WV/MINGO
 GX2401  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2401
 GX2401                         *CURRENT SURVEY CONTROL
 GX2401  ___________________________________________________________________
 GX2401* NAD 83(1986)-  37 36 36.     (N)    081 55 44.     (W)     SCALED    
 GX2401* NAVD 88     -       355.102  (meters)    1165.03   (feet)  ADJUSTED  
 GX2401  ___________________________________________________________________
 GX2401  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GX2401  DYNAMIC HT  -         354.828 (meters)    1164.13  (feet)  COMP
 GX2401  MODELED GRAV-     979,847.1   (mgal)                       NAVD 88
 GX2401
 GX2401  VERT ORDER  -  SECOND    CLASS 0
 GX2401
 GX2401.The horizontal coordinates were scaled from a topographic map and have
 GX2401.an estimated accuracy of +/- 6 seconds.
 GX2401
 GX2401.The orthometric height was determined by differential leveling
 GX2401.and adjusted by the National Geodetic Survey in June 1991..
 GX2401
 GX2401.The geoid height was determined by GEOID03.
 GX2401
 GX2401.The dynamic height is computed by dividing the NAVD 88
 GX2401.geopotential number by the normal gravity value computed on the
 GX2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2401.degrees latitude (g = 980.6199 gals.).
 GX2401
 GX2401.The modeled gravity was interpolated from observed gravity values.
 GX2401
 GX2401;                    North         East    Units  Estimated Accuracy
 GX2401;SPC WV S     -    68,110.      517,990.      MT  (+/- 180 meters Scaled)
 GX2401
 GX2401                          SUPERSEDED SURVEY CONTROL
 GX2401
 GX2401  NGVD 29 (??/??/92)  355.305  (m)         1165.70   (f) ADJ UNCH    2 0
 GX2401
 GX2401.Superseded values are not recommended for survey control.
 GX2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2401.See file dsdata.txt to determine how the superseded data were derived.
 GX2401
 GX2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB180629(NAD 83)
 GX2401_MARKER: DB = BENCH MARK DISK
 GX2401_SETTING: 66 = SET IN ROCK OUTCROP
 GX2401_SP_SET: ROCK CUT
 GX2401_STAMPING: T 162 1957
 GX2401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2401+STABILITY: POSITION/ELEVATION WELL
 GX2401
 GX2401  HISTORY     - Date     Condition        Report By
 GX2401  HISTORY     - 1957     MONUMENTED       CGS
 GX2401
 GX2401                          STATION DESCRIPTION
 GX2401
 GX2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2401'4.9 MI SW FROM GILBERT.
 GX2401'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF
 GX2401'STATE HIGHWAY 80 AT GILBERT, THENCE ABOUT 1.85 MILES SOUTHWEST
 GX2401'ALONG A BLACK TOP ROAD FOLLOWING GILBERT CREEK, THENCE ABOUT
 GX2401'0.85 MILE WEST ALONG A BLACK TOP ROAD LEADING TO WHARNCLIFFE,
 GX2401'ABOUT 0.85 MILE WEST OF JUNCTION OF ROAD SOUTH ALONG GILBERT
 GX2401'CREEK, ON THE NORTH SLOPE OF A MOUNTAIN GRADE, ABOUT 145 YARDS
 GX2401'SOUTH OF A CURVE WITH TANGENTS EXTENDING SOUTH AND SOUTHEAST, SET
 GX2401'VERTICALLY IN THE EAST FACE OF A LOW ROCK CUT, 15 FEET WEST OF
 GX2401'CENTER LINE OF ROAD, 88 FEET SOUTH OF CENTER OF A SMALL RAVINE,
 GX2401'2 1/2 FEET ABOVE GROUND AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1162 ***********************************************************************
 GX1162  DESIGNATION -  T 163
 GX1162  PID         -  GX1162
 GX1162  STATE/COUNTY-  WV/RALEIGH
 GX1162  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1162
 GX1162                         *CURRENT SURVEY CONTROL
 GX1162  ___________________________________________________________________
 GX1162* NAD 83(1986)-  37 42 28.     (N)    081 14 58.     (W)     SCALED    
 GX1162* NAVD 88     -       706.599  (meters)    2318.23   (feet)  ADJUSTED  
 GX1162  ___________________________________________________________________
 GX1162  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX1162  DYNAMIC HT  -         706.014 (meters)    2316.31  (feet)  COMP
 GX1162  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 GX1162
 GX1162  VERT ORDER  -  SECOND    CLASS 0
 GX1162
 GX1162.The horizontal coordinates were scaled from a topographic map and have
 GX1162.an estimated accuracy of +/- 6 seconds.
 GX1162
 GX1162.The orthometric height was determined by differential leveling
 GX1162.and adjusted by the National Geodetic Survey in June 1991..
 GX1162
 GX1162.The geoid height was determined by GEOID03.
 GX1162
 GX1162.The dynamic height is computed by dividing the NAVD 88
 GX1162.geopotential number by the normal gravity value computed on the
 GX1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1162.degrees latitude (g = 980.6199 gals.).
 GX1162
 GX1162.The modeled gravity was interpolated from observed gravity values.
 GX1162
 GX1162;                    North         East    Units  Estimated Accuracy
 GX1162;SPC WV S     -    78,590.      578,010.      MT  (+/- 180 meters Scaled)
 GX1162
 GX1162                          SUPERSEDED SURVEY CONTROL
 GX1162
 GX1162  NGVD 29 (??/??/92)  706.743  (m)         2318.71   (f) ADJ UNCH    2 0
 GX1162
 GX1162.Superseded values are not recommended for survey control.
 GX1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1162.See file dsdata.txt to determine how the superseded data were derived.
 GX1162
 GX1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB780734(NAD 83)
 GX1162_MARKER: DB = BENCH MARK DISK
 GX1162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1162_SP_SET: BUILDING
 GX1162_STAMPING: T 163 1960
 GX1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1162
 GX1162  HISTORY     - Date     Condition        Report By
 GX1162  HISTORY     - 1960     MONUMENTED       CGS
 GX1162
 GX1162                          STATION DESCRIPTION
 GX1162
 GX1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1162'AT SOPHIA.
 GX1162'AT SOPHIA, ABOUT 80 YARDS NORTH AND ACROSS THE VIRGINIAN RAILWAY
 GX1162'TRACKS AND STREET FROM THE TOWN HALL, SET VERTICALLY IN SOUTH
 GX1162'FACE OF BRICK BUILDING OWNED BY WADE LOVELL AND OCCUPIED IN
 GX1162'1960 BY SOPHIA AUTO PARTS STORE, 1 FOOT EAST OF SOUTHEAST CORNER
 GX1162'OF BUILDING AND 2.8 FEET ABOVE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2226 ***********************************************************************
 HX2226  DESIGNATION -  T 175
 HX2226  PID         -  HX2226
 HX2226  STATE/COUNTY-  WV/BOONE
 HX2226  USGS QUAD   -  MADISON (1976)
 HX2226
 HX2226                         *CURRENT SURVEY CONTROL
 HX2226  ___________________________________________________________________
 HX2226* NAD 83(1986)-  38 06 14.     (N)    081 49 22.     (W)     SCALED    
 HX2226* NAVD 88     -       214.651  (meters)     704.23   (feet)  ADJUSTED  
 HX2226  ___________________________________________________________________
 HX2226  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HX2226  DYNAMIC HT  -         214.497 (meters)     703.73  (feet)  COMP
 HX2226  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 HX2226
 HX2226  VERT ORDER  -  SECOND    CLASS 0
 HX2226
 HX2226.The horizontal coordinates were scaled from a topographic map and have
 HX2226.an estimated accuracy of +/- 6 seconds.
 HX2226
 HX2226.The orthometric height was determined by differential leveling
 HX2226.and adjusted by the National Geodetic Survey in June 1991..
 HX2226
 HX2226.The geoid height was determined by GEOID03.
 HX2226
 HX2226.The dynamic height is computed by dividing the NAVD 88
 HX2226.geopotential number by the normal gravity value computed on the
 HX2226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2226.degrees latitude (g = 980.6199 gals.).
 HX2226
 HX2226.The modeled gravity was interpolated from observed gravity values.
 HX2226
 HX2226;                    North         East    Units  Estimated Accuracy
 HX2226;SPC WV S     -   122,840.      527,840.      MT  (+/- 180 meters Scaled)
 HX2226
 HX2226                          SUPERSEDED SURVEY CONTROL
 HX2226
 HX2226  NGVD 29 (??/??/92)  214.860  (m)          704.92   (f) ADJ UNCH    2 0
 HX2226
 HX2226.Superseded values are not recommended for survey control.
 HX2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2226.See file dsdata.txt to determine how the superseded data were derived.
 HX2226
 HX2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC278176(NAD 83)
 HX2226_MARKER: DB = BENCH MARK DISK
 HX2226_SETTING: 66 = SET IN ROCK OUTCROP
 HX2226_SP_SET: ROCK CUT
 HX2226_STAMPING: T 175 1958
 HX2226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2226+STABILITY: POSITION/ELEVATION WELL
 HX2226
 HX2226  HISTORY     - Date     Condition        Report By
 HX2226  HISTORY     - 1958     MONUMENTED       CGS
 HX2226  HISTORY     - 1973     GOOD             LOCENG
 HX2226
 HX2226                          STATION DESCRIPTION
 HX2226
 HX2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2226'1 MI E FROM ROCK CREEK.
 HX2226'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 HX2226'U.S. HIGHWAY 119 AT ROCK CREEK, 1.45 MILE WEST OF THE JUNCTION
 HX2226'OF PRICE ROAD LEADING SOUTH, SET VERTICALLY IN THE NORTH FACE
 HX2226'OF A SMOOTH 7-FOOT HIGH ROCK AT THE BOTTOM OF A 15-FOOT HIGH
 HX2226'ROCK CUT, 4 FEET ABOVE THE GROUND, 100 YARDS WEST OF THE EAST
 HX2226'END OF THE CUT, 90 YARDS EAST OF THE JUNCTION OF A DRIVE NORTH ACROSS
 HX2226'A CREEK, 33 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY, 79 1/2
 HX2226'FEET SOUTH OF AND ACROSS THE HIGHWAY AND AT A RIGHT ANGLE FROM
 HX2226'A GAS WELL (NO. 1 W.H. ECHOLS), 30 1/2 FEET SOUTHEAST OF MILE
 HX2226'POLE 16, 59 1/2 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM
 HX2226'TELEPHONE POLE 41, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE
 HX2226'HIGHWAY.
 HX2226
 HX2226                          STATION RECOVERY (1973)
 HX2226
 HX2226'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2226'MARK 65 FT. EAST OF THE WEST END OF A 1-S-BRICK MINE VRNTILATION
 HX2226'SYSTEMS BUILDING ON THE NORTH SIDE OF SR-119. SET SIGN 2.8 FT. N.E.
 HX2226'OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1689 ***********************************************************************
 GX1689  DESIGNATION -  T 176
 GX1689  PID         -  GX1689
 GX1689  STATE/COUNTY-  WV/MCDOWELL
 GX1689  USGS QUAD   -  IAEGER (1976)
 GX1689
 GX1689                         *CURRENT SURVEY CONTROL
 GX1689  ___________________________________________________________________
 GX1689* NAD 83(1986)-  37 28 29.     (N)    081 49 18.     (W)     SCALED    
 GX1689* NAVD 88     -       297.792  (meters)     977.01   (feet)  ADJUSTED  
 GX1689  ___________________________________________________________________
 GX1689  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX1689  DYNAMIC HT  -         297.554 (meters)     976.23  (feet)  COMP
 GX1689  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 GX1689
 GX1689  VERT ORDER  -  SECOND    CLASS 0
 GX1689
 GX1689.The horizontal coordinates were scaled from a topographic map and have
 GX1689.an estimated accuracy of +/- 6 seconds.
 GX1689
 GX1689.The orthometric height was determined by differential leveling
 GX1689.and adjusted by the National Geodetic Survey in June 1991..
 GX1689
 GX1689.The geoid height was determined by GEOID03.
 GX1689
 GX1689.The dynamic height is computed by dividing the NAVD 88
 GX1689.geopotential number by the normal gravity value computed on the
 GX1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1689.degrees latitude (g = 980.6199 gals.).
 GX1689
 GX1689.The modeled gravity was interpolated from observed gravity values.
 GX1689
 GX1689;                    North         East    Units  Estimated Accuracy
 GX1689;SPC WV S     -    53,010.      527,320.      MT  (+/- 180 meters Scaled)
 GX1689
 GX1689                          SUPERSEDED SURVEY CONTROL
 GX1689
 GX1689  NGVD 29 (??/??/92)  297.984  (m)          977.64   (f) ADJ UNCH    2 0
 GX1689
 GX1689.Superseded values are not recommended for survey control.
 GX1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1689.See file dsdata.txt to determine how the superseded data were derived.
 GX1689
 GX1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB273478(NAD 83)
 GX1689_MARKER: DB = BENCH MARK DISK
 GX1689_SETTING: 66 = SET IN ROCK OUTCROP
 GX1689_SP_SET: SET IN ROCK OUTCROP
 GX1689_STAMPING: T 176 1958
 GX1689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1689+STABILITY: POSITION/ELEVATION WELL
 GX1689
 GX1689  HISTORY     - Date     Condition        Report By
 GX1689  HISTORY     - 1958     MONUMENTED       CGS
 GX1689
 GX1689                          STATION DESCRIPTION
 GX1689
 GX1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1689'1.6 MI NW FROM IAEGER.
 GX1689'1.55 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1689'FROM THE STATION AT IAEGER, ABOUT 1.05 MILES NORTHWEST ALONG
 GX1689'U.S. HIGHWAY 52 FROM THE CROSSING OF THE NORFOLK AND WESTERN
 GX1689'RAILWAY, 0.5 MILE NORTHWEST OF MILE POST 423, ABOUT 5 RAILS
 GX1689'SOUTHEAST OF THE SOUTHEAST END OF A SIDING, SET VERTICALLY
 GX1689'IN THE SOUTHWEST FACE OF A LARGE ROCK CUT BETWEEN THE TRACK
 GX1689'AND THE HIGHWAY, 25 FEET NORTHEAST OF THE RAIL OF THE NORTHEAST
 GX1689'ONE OF THREE TRACKS, 165 FEET SOUTHEAST OF THE NORTHWEST END
 GX1689'OF THE CUT, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2497 ***********************************************************************
 GX2497  DESIGNATION -  T 177
 GX2497  PID         -  GX2497
 GX2497  STATE/COUNTY-  WV/WYOMING
 GX2497  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2497
 GX2497                         *CURRENT SURVEY CONTROL
 GX2497  ___________________________________________________________________
 GX2497* NAD 83(1986)-  37 35 34.     (N)    081 43 36.     (W)     SCALED    
 GX2497* NAVD 88     -       346.082  (meters)    1135.44   (feet)  ADJUSTED  
 GX2497  ___________________________________________________________________
 GX2497  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX2497  DYNAMIC HT  -         345.812 (meters)    1134.55  (feet)  COMP
 GX2497  MODELED GRAV-     979,840.0   (mgal)                       NAVD 88
 GX2497
 GX2497  VERT ORDER  -  SECOND    CLASS 0
 GX2497
 GX2497.The horizontal coordinates were scaled from a topographic map and have
 GX2497.an estimated accuracy of +/- 6 seconds.
 GX2497
 GX2497.The orthometric height was determined by differential leveling
 GX2497.and adjusted by the National Geodetic Survey in June 1991..
 GX2497
 GX2497.The geoid height was determined by GEOID03.
 GX2497
 GX2497.The dynamic height is computed by dividing the NAVD 88
 GX2497.geopotential number by the normal gravity value computed on the
 GX2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2497.degrees latitude (g = 980.6199 gals.).
 GX2497
 GX2497.The modeled gravity was interpolated from observed gravity values.
 GX2497
 GX2497;                    North         East    Units  Estimated Accuracy
 GX2497;SPC WV S     -    66,040.      535,830.      MT  (+/- 180 meters Scaled)
 GX2497
 GX2497                          SUPERSEDED SURVEY CONTROL
 GX2497
 GX2497  NGVD 29 (??/??/92)  346.267  (m)         1136.04   (f) ADJ UNCH    2 0
 GX2497
 GX2497.Superseded values are not recommended for survey control.
 GX2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2497.See file dsdata.txt to determine how the superseded data were derived.
 GX2497
 GX2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB358608(NAD 83)
 GX2497_MARKER: DB = BENCH MARK DISK
 GX2497_SETTING: 66 = SET IN ROCK OUTCROP
 GX2497_SP_SET: LEDGE
 GX2497_STAMPING: T 177 1958
 GX2497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2497+STABILITY: POSITION/ELEVATION WELL
 GX2497
 GX2497  HISTORY     - Date     Condition        Report By
 GX2497  HISTORY     - 1958     MONUMENTED       CGS
 GX2497  HISTORY     - 1963     GOOD             AEROS
 GX2497
 GX2497                          STATION DESCRIPTION
 GX2497
 GX2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2497'4.5 MI SW FROM BAILEYSVILLE.
 GX2497'ABOUT 3.4 MILES WEST ALONG A BLACK TOP ROAD FROM THE BRIDGE OVER
 GX2497'GUYANDOT RIVER, THENCE ABOUT 1.1 MILES NORTHWEST ALONG THE
 GX2497'VIRGINIAN RAILWAY, 0.2 MILE NORTHWEST OF MILE POST 30, ON THE
 GX2497'OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING EAST AND NORTH,
 GX2497'WEST AND ACROSS TRACK AND THE GUYANDOT RIVER FROM A CONCRETE
 GX2497'BLOCK FARM HOUSE, IN THE TOP OF A TRIANGLE SHAPED LEDGE ABOUT
 GX2497'3 FEET LONG AND 1 FOOT WIDE ON THE EAST FACE OF A LONG CUT,
 GX2497'17 FEET WEST OF WEST RAIL OF WEST TRACK, 14 1/2 FEET NORTH OF
 GX2497'THE EXTENDED LINE OF SOUTH FACE OF HOUSE, 166 FEET NORTH OF
 GX2497'CENTER OF A DEEP RAVINE AND THE SOUTH END OF CUT, 1/2 FOOT BELOW
 GX2497'AN 8-INCH TRIANGLE SHISELED IN FACE OF ROCK AND ABOUT 1 FOOT
 GX2497'ABOVE LEVEL OF TRACK.
 GX2497
 GX2497                          STATION RECOVERY (1963)
 GX2497
 GX2497'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1882 ***********************************************************************
 GX1882  DESIGNATION -  T 178
 GX1882  PID         -  GX1882
 GX1882  STATE/COUNTY-  WV/MCDOWELL
 GX1882  USGS QUAD   -  WAR (1977)
 GX1882
 GX1882                         *CURRENT SURVEY CONTROL
 GX1882  ___________________________________________________________________
 GX1882* NAD 83(1986)-  37 16 11.     (N)    081 39 59.     (W)     SCALED    
 GX1882* NAVD 88     -       451.317  (meters)    1480.70   (feet)  ADJUSTED  
 GX1882  ___________________________________________________________________
 GX1882  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GX1882  DYNAMIC HT  -         450.929 (meters)    1479.42  (feet)  COMP
 GX1882  MODELED GRAV-     979,757.7   (mgal)                       NAVD 88
 GX1882
 GX1882  VERT ORDER  -  SECOND    CLASS 0
 GX1882
 GX1882.The horizontal coordinates were scaled from a topographic map and have
 GX1882.an estimated accuracy of +/- 6 seconds.
 GX1882
 GX1882.The orthometric height was determined by differential leveling
 GX1882.and adjusted by the National Geodetic Survey in June 1991..
 GX1882
 GX1882.The geoid height was determined by GEOID03.
 GX1882
 GX1882.The dynamic height is computed by dividing the NAVD 88
 GX1882.geopotential number by the normal gravity value computed on the
 GX1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1882.degrees latitude (g = 980.6199 gals.).
 GX1882
 GX1882.The modeled gravity was interpolated from observed gravity values.
 GX1882
 GX1882;                    North         East    Units  Estimated Accuracy
 GX1882;SPC WV S     -    30,150.      540,890.      MT  (+/- 180 meters Scaled)
 GX1882
 GX1882                          SUPERSEDED SURVEY CONTROL
 GX1882
 GX1882  NGVD 29 (??/??/92)  451.461  (m)         1481.17   (f) ADJ UNCH    2 0
 GX1882
 GX1882.Superseded values are not recommended for survey control.
 GX1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1882.See file dsdata.txt to determine how the superseded data were derived.
 GX1882
 GX1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB409250(NAD 83)
 GX1882_MARKER: DB = BENCH MARK DISK
 GX1882_SETTING: 66 = SET IN ROCK OUTCROP
 GX1882_SP_SET: SET IN ROCK OUTCROP
 GX1882_STAMPING: T 178 1958
 GX1882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1882+STABILITY: POSITION/ELEVATION WELL
 GX1882
 GX1882  HISTORY     - Date     Condition        Report By
 GX1882  HISTORY     - 1958     MONUMENTED       CGS
 GX1882
 GX1882                          STATION DESCRIPTION
 GX1882
 GX1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1882'AT BERWIND.
 GX1882'AT BERWIND, ABOUT 0.2 MILE NORTH ALONG A BLACK TOP ROAD TO
 GX1882'WAR FROM THE METHODIST CHURCH, ABOUT 43 YARDS NORTHEAST OF THE
 GX1882'NORTHEAST END OF A 60-FOOT BRIDGE OVER DRY FORK, 18 FEET NORTHWEST
 GX1882'OF CENTER LINE OF ROAD, SET VERTICALLY IN THE SOUTHEAST FACE
 GX1882'OF A ROCK CUT, 98 FEET NORTHEAST OF THE CENTER OF THE JUNCTION
 GX1882'OF A BLACK TOP ROAD LEADING NORTHWEST, 109 FEET SOUTHWEST OF
 GX1882'AND ACROSS THE ROAD FROM THE WEST CORNER OF THE BERWIND SCHOOL
 GX1882'GYM, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1935 ***********************************************************************
 GX1935  DESIGNATION -  T 179
 GX1935  PID         -  GX1935
 GX1935  STATE/COUNTY-  WV/MCDOWELL
 GX1935  USGS QUAD   -  BRADSHAW (1977)
 GX1935
 GX1935                         *CURRENT SURVEY CONTROL
 GX1935  ___________________________________________________________________
 GX1935* NAD 83(1986)-  37 21 39.     (N)    081 48 11.     (W)     SCALED    
 GX1935* NAVD 88     -       357.005  (meters)    1171.27   (feet)  ADJUSTED  
 GX1935  ___________________________________________________________________
 GX1935  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX1935  DYNAMIC HT  -         356.715 (meters)    1170.32  (feet)  COMP
 GX1935  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GX1935
 GX1935  VERT ORDER  -  SECOND    CLASS 0
 GX1935
 GX1935.The horizontal coordinates were scaled from a topographic map and have
 GX1935.an estimated accuracy of +/- 6 seconds.
 GX1935
 GX1935.The orthometric height was determined by differential leveling
 GX1935.and adjusted by the National Geodetic Survey in June 1991..
 GX1935
 GX1935.The geoid height was determined by GEOID03.
 GX1935
 GX1935.The dynamic height is computed by dividing the NAVD 88
 GX1935.geopotential number by the normal gravity value computed on the
 GX1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1935.degrees latitude (g = 980.6199 gals.).
 GX1935
 GX1935.The modeled gravity was interpolated from observed gravity values.
 GX1935
 GX1935;                    North         East    Units  Estimated Accuracy
 GX1935;SPC WV S     -    40,360.      528,860.      MT  (+/- 180 meters Scaled)
 GX1935
 GX1935                          SUPERSEDED SURVEY CONTROL
 GX1935
 GX1935  NGVD 29 (??/??/92)  357.185  (m)         1171.86   (f) ADJ UNCH    2 0
 GX1935
 GX1935.Superseded values are not recommended for survey control.
 GX1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1935.See file dsdata.txt to determine how the superseded data were derived.
 GX1935
 GX1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB288352(NAD 83)
 GX1935_MARKER: DB = BENCH MARK DISK
 GX1935_SETTING: 66 = SET IN ROCK OUTCROP
 GX1935_SP_SET: SET IN ROCK OUTCROP
 GX1935_STAMPING: T 179 1958
 GX1935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1935+STABILITY: POSITION/ELEVATION WELL
 GX1935
 GX1935  HISTORY     - Date     Condition        Report By
 GX1935  HISTORY     - 1958     MONUMENTED       CGS
 GX1935
 GX1935                          STATION DESCRIPTION
 GX1935
 GX1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1935'0.9 MI N FROM BRADSHAW.
 GX1935'0.9 MILE NORTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF STATE
 GX1935'HIGHWAY 83 AT BRADSHAW, 0.25 MILE NORTHEAST OF BRADSHAW JUNIOR
 GX1935'HIGH SCHOOL, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 GX1935'EXTENDING SOUTH AND EAST, SET VERTICALLY IN THE SOUTHEAST FACE
 GX1935'OF A LARGE ROCK CUT, 16 1/2 FEET NORTHWEST OF CENTER LINE OF
 GX1935'HIGHWAY, 335 FEET NORTHEAST OF SOUTHWEST END OF THE CUT AND ABOUT
 GX1935'2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0344 ***********************************************************************
 JW0344  DESIGNATION -  T 18
 JW0344  PID         -  JW0344
 JW0344  STATE/COUNTY-  WV/MINERAL
 JW0344  USGS QUAD   -  KEYSER (1974)
 JW0344
 JW0344                         *CURRENT SURVEY CONTROL
 JW0344  ___________________________________________________________________
 JW0344* NAD 83(1986)-  39 26 31.     (N)    078 58 33.     (W)     SCALED    
 JW0344* NAVD 88     -       249.292  (meters)     817.89   (feet)  ADJUSTED  
 JW0344  ___________________________________________________________________
 JW0344  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JW0344  DYNAMIC HT  -         249.141 (meters)     817.39  (feet)  COMP
 JW0344  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 JW0344
 JW0344  VERT ORDER  -  FIRST     CLASS II
 JW0344
 JW0344.The horizontal coordinates were scaled from a topographic map and have
 JW0344.an estimated accuracy of +/- 6 seconds.
 JW0344
 JW0344.The orthometric height was determined by differential leveling
 JW0344.and adjusted by the National Geodetic Survey in June 1991..
 JW0344
 JW0344.The geoid height was determined by GEOID03.
 JW0344
 JW0344.The dynamic height is computed by dividing the NAVD 88
 JW0344.geopotential number by the normal gravity value computed on the
 JW0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0344.degrees latitude (g = 980.6199 gals.).
 JW0344
 JW0344.The modeled gravity was interpolated from observed gravity values.
 JW0344
 JW0344;                    North         East    Units  Estimated Accuracy
 JW0344;SPC WV N     -   104,700.      645,120.      MT  (+/- 180 meters Scaled)
 JW0344
 JW0344                          SUPERSEDED SURVEY CONTROL
 JW0344
 JW0344  NGVD 29 (??/??/92)  249.478  (m)          818.50   (f) ADJ UNCH    1 2
 JW0344
 JW0344.Superseded values are not recommended for survey control.
 JW0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0344.See file dsdata.txt to determine how the superseded data were derived.
 JW0344
 JW0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD741677(NAD 83)
 JW0344_MARKER: DB = BENCH MARK DISK
 JW0344_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JW0344_STAMPING: T 18-1934
 JW0344_MARK LOGO: CGS   
 JW0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0344+STABILITY: SURFACE MOTION
 JW0344
 JW0344  HISTORY     - Date     Condition        Report By
 JW0344  HISTORY     - 1934     MONUMENTED       CGS
 JW0344  HISTORY     - 1935     GOOD             NGS
 JW0344  HISTORY     - 1983     GOOD             NGS
 JW0344
 JW0344                          STATION DESCRIPTION
 JW0344
 JW0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0344'IN KEYSER.
 JW0344'AT KEYSER, MINERAL COUNTY, AT THE NORTHEAST CORNER OF THE BALTIMORE
 JW0344'AND OHIO RAILROAD STATION, IN THE NORTH WALL, 5 FEET EAST OF THE
 JW0344'EAST WAITING-ROOM DOOR, AND 3.5 FEET ABOVE THE SIDEWALK.  A
 JW0344'STANDARD DISK, STAMPED T 18 1934 AND SET VERTICALLY.
 JW0344
 JW0344                          STATION RECOVERY (1935)
 JW0344
 JW0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 JW0344'RECOVERED IN GOOD CONDITION.
 JW0344
 JW0344                          STATION RECOVERY (1983)
 JW0344
 JW0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2480 ***********************************************************************
 GX2480  DESIGNATION -  T 180
 GX2480  PID         -  GX2480
 GX2480  STATE/COUNTY-  WV/WYOMING
 GX2480  USGS QUAD   -  MATHENY (1976)
 GX2480
 GX2480                         *CURRENT SURVEY CONTROL
 GX2480  ___________________________________________________________________
 GX2480* NAD 83(1986)-  37 40 48.     (N)    081 30 38.     (W)     SCALED    
 GX2480* NAVD 88     -       468.510  (meters)    1537.10   (feet)  ADJUSTED  
 GX2480  ___________________________________________________________________
 GX2480  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX2480  DYNAMIC HT  -         468.134 (meters)    1535.87  (feet)  COMP
 GX2480  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 GX2480
 GX2480  VERT ORDER  -  SECOND    CLASS 0
 GX2480
 GX2480.The horizontal coordinates were scaled from a topographic map and have
 GX2480.an estimated accuracy of +/- 6 seconds.
 GX2480
 GX2480.The orthometric height was determined by differential leveling
 GX2480.and adjusted by the National Geodetic Survey in June 1991..
 GX2480
 GX2480.The geoid height was determined by GEOID03.
 GX2480
 GX2480.The dynamic height is computed by dividing the NAVD 88
 GX2480.geopotential number by the normal gravity value computed on the
 GX2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2480.degrees latitude (g = 980.6199 gals.).
 GX2480
 GX2480.The modeled gravity was interpolated from observed gravity values.
 GX2480
 GX2480;                    North         East    Units  Estimated Accuracy
 GX2480;SPC WV S     -    75,600.      554,960.      MT  (+/- 180 meters Scaled)
 GX2480
 GX2480                          SUPERSEDED SURVEY CONTROL
 GX2480
 GX2480  NGVD 29 (??/??/92)  468.673  (m)         1537.64   (f) ADJ UNCH    2 0
 GX2480
 GX2480.Superseded values are not recommended for survey control.
 GX2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2480.See file dsdata.txt to determine how the superseded data were derived.
 GX2480
 GX2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB549704(NAD 83)
 GX2480_MARKER: DB = BENCH MARK DISK
 GX2480_SETTING: 66 = SET IN ROCK OUTCROP
 GX2480_SP_SET: CUT
 GX2480_STAMPING: T 180 1958
 GX2480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2480+STABILITY: POSITION/ELEVATION WELL
 GX2480
 GX2480  HISTORY     - Date     Condition        Report By
 GX2480  HISTORY     - 1958     MONUMENTED       CGS
 GX2480  HISTORY     - 20030202 GOOD             INDIV
 GX2480
 GX2480                          STATION DESCRIPTION
 GX2480
 GX2480'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2480'0.6 MI NW FROM GLEN MORRISON.
 GX2480'ABOUT 0.55 MILE NORTHWEST ALONG A BLACK TOP ROAD TO JESSE FROM
 GX2480'THE BRIDGE OVER LAUREL FORK CREEK AT GLEN MORRISON, 0.15 MILE
 GX2480'NORTHWEST OF A BRIDGE OVER LAUREL BRANCH, ON THE INSIDE OF A
 GX2480'CURVE WITH TANGENTS EXTENDING NORTHWEST AND SOUTHWEST, SET
 GX2480'VERTICALLY IN THE EAST FACE OF A LARGE ROCK CUT, 18 FEET EAST OF
 GX2480'THE CENTER LINE OF THE ROAD, 225 FEET NORTHWEST OF THE SOUTHWEST
 GX2480'END OF THE CUT, DIRECTLY ACROSS THE ROAD AND LAUREL FORK CREEK
 GX2480'FROM A SCHOOL, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 GX2480
 GX2480                          STATION RECOVERY (2003)
 GX2480
 GX2480'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1351 ***********************************************************************
 GX1351  DESIGNATION -  T 182
 GX1351  PID         -  GX1351
 GX1351  STATE/COUNTY-  WV/MCDOWELL
 GX1351  USGS QUAD   -  ANAWALT (1977)
 GX1351
 GX1351                         *CURRENT SURVEY CONTROL
 GX1351  ___________________________________________________________________
 GX1351* NAD 83(1986)-  37 16 53.     (N)    081 26 50.     (W)     SCALED    
 GX1351* NAVD 88     -       661.559  (meters)    2170.46   (feet)  ADJUSTED  
 GX1351  ___________________________________________________________________
 GX1351  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX1351  DYNAMIC HT  -         660.971 (meters)    2168.54  (feet)  COMP
 GX1351  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 GX1351
 GX1351  VERT ORDER  -  SECOND    CLASS 0
 GX1351
 GX1351.The horizontal coordinates were scaled from a topographic map and have
 GX1351.an estimated accuracy of +/- 6 seconds.
 GX1351
 GX1351.The orthometric height was determined by differential leveling
 GX1351.and adjusted by the National Geodetic Survey in June 1991..
 GX1351
 GX1351.The geoid height was determined by GEOID03.
 GX1351
 GX1351.The dynamic height is computed by dividing the NAVD 88
 GX1351.geopotential number by the normal gravity value computed on the
 GX1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1351.degrees latitude (g = 980.6199 gals.).
 GX1351
 GX1351.The modeled gravity was interpolated from observed gravity values.
 GX1351
 GX1351;                    North         East    Units  Estimated Accuracy
 GX1351;SPC WV S     -    31,330.      560,340.      MT  (+/- 180 meters Scaled)
 GX1351
 GX1351                          SUPERSEDED SURVEY CONTROL
 GX1351
 GX1351  NGVD 29 (??/??/92)  661.677  (m)         2170.85   (f) ADJ UNCH    2 0
 GX1351
 GX1351.Superseded values are not recommended for survey control.
 GX1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1351.See file dsdata.txt to determine how the superseded data were derived.
 GX1351
 GX1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB603261(NAD 83)
 GX1351_MARKER: DB = BENCH MARK DISK
 GX1351_SETTING: 66 = SET IN ROCK OUTCROP
 GX1351_SP_SET: ROCK CUT
 GX1351_STAMPING: T 182 1958
 GX1351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1351+STABILITY: POSITION/ELEVATION WELL
 GX1351
 GX1351  HISTORY     - Date     Condition        Report By
 GX1351  HISTORY     - 1958     MONUMENTED       CGS
 GX1351
 GX1351                          STATION DESCRIPTION
 GX1351
 GX1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1351'1.4 MI SW FROM JENKINJONES.
 GX1351'ABOUT 1.4 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE ROAD
 GX1351'FORK AT JENKINJONES, ON THE OUTSIDE OF A HORSESHOE CURVE, AT THE
 GX1351'JUNCTION OF A NARROW ROAD LEADING SOUTHWEST UP A DEEP RAVINE,
 GX1351'ABOUT 36 YARDS NORTH OF THE NORTH SIDE OF A WATER TANK, SET
 GX1351'VERTICALLY IN THE EAST FACE OF A ROCK CUT, 19 FEET WEST OF THE
 GX1351'CENTER LINE OF THE ROAD, 39 FEET NORTHWEST OF THE CENTER OF THE
 GX1351'JUNCTION OF ROAD SOUTHWEST, UNDER A OVERHANGING LEDGE, AND ABOUT
 GX1351'4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1189 ***********************************************************************
 GX1189  DESIGNATION -  T 183
 GX1189  PID         -  GX1189
 GX1189  STATE/COUNTY-  WV/RALEIGH
 GX1189  USGS QUAD   -  LESTER (1976)
 GX1189
 GX1189                         *CURRENT SURVEY CONTROL
 GX1189  ___________________________________________________________________
 GX1189* NAD 83(1986)-  37 41 40.     (N)    081 18 05.     (W)     SCALED    
 GX1189* NAVD 88     -       726.061  (meters)    2382.09   (feet)  ADJUSTED  
 GX1189  ___________________________________________________________________
 GX1189  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1189  DYNAMIC HT  -         725.473 (meters)    2380.16  (feet)  COMP
 GX1189  MODELED GRAV-     979,794.1   (mgal)                       NAVD 88
 GX1189
 GX1189  VERT ORDER  -  SECOND    CLASS 0
 GX1189
 GX1189.The horizontal coordinates were scaled from a topographic map and have
 GX1189.an estimated accuracy of +/- 6 seconds.
 GX1189
 GX1189.The orthometric height was determined by differential leveling
 GX1189.and adjusted by the National Geodetic Survey in June 1991..
 GX1189
 GX1189.The geoid height was determined by GEOID03.
 GX1189
 GX1189.The dynamic height is computed by dividing the NAVD 88
 GX1189.geopotential number by the normal gravity value computed on the
 GX1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1189.degrees latitude (g = 980.6199 gals.).
 GX1189
 GX1189.The modeled gravity was interpolated from observed gravity values.
 GX1189
 GX1189;                    North         East    Units  Estimated Accuracy
 GX1189;SPC WV S     -    77,120.      573,420.      MT  (+/- 180 meters Scaled)
 GX1189
 GX1189                          SUPERSEDED SURVEY CONTROL
 GX1189
 GX1189  NGVD 29 (??/??/92)  726.225  (m)         2382.62   (f) ADJ UNCH    2 0
 GX1189
 GX1189.Superseded values are not recommended for survey control.
 GX1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1189.See file dsdata.txt to determine how the superseded data were derived.
 GX1189
 GX1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB734719(NAD 83)
 GX1189_MARKER: DB = BENCH MARK DISK
 GX1189_SETTING: 66 = SET IN ROCK OUTCROP
 GX1189_SP_SET: ROCK
 GX1189_STAMPING: T 183 1958
 GX1189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1189+STABILITY: POSITION/ELEVATION WELL
 GX1189
 GX1189  HISTORY     - Date     Condition        Report By
 GX1189  HISTORY     - 1958     MONUMENTED       CGS
 GX1189
 GX1189                          STATION DESCRIPTION
 GX1189
 GX1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1189'2.2 MI N FROM TAMS.
 GX1189'ABOUT 2.15 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE VIRGINIAN
 GX1189'RAILWAY STATION AT TAMS, ON THE OUTSIDE AND AT THE SOUTH END
 GX1189'OF A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHEAST, AT THE
 GX1189'JUNCTION OF A NARROW DIRT ROAD LEADING NORTHEAST, SET VERTICALLY
 GX1189'IN THE EAST FACE OF A ROCK THAT PROJECTS FROM THE EAST FACE OF
 GX1189'A ROCK CUT, 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 GX1189'150 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD NORTHEAST,
 GX1189'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2066 ***********************************************************************
 GX2066  DESIGNATION -  T 184
 GX2066  PID         -  GX2066
 GX2066  STATE/COUNTY-  WV/MCDOWELL
 GX2066  USGS QUAD   -  WAR (1977)
 GX2066
 GX2066                         *CURRENT SURVEY CONTROL
 GX2066  ___________________________________________________________________
 GX2066* NAD 83(1986)-  37 18 42.     (N)    081 38 15.     (W)     SCALED    
 GX2066* NAVD 88     -       463.597  (meters)    1520.98   (feet)  ADJUSTED  
 GX2066  ___________________________________________________________________
 GX2066  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX2066  DYNAMIC HT  -         463.208 (meters)    1519.71  (feet)  COMP
 GX2066  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GX2066
 GX2066  VERT ORDER  -  SECOND    CLASS 0
 GX2066
 GX2066.The horizontal coordinates were scaled from a topographic map and have
 GX2066.an estimated accuracy of +/- 6 seconds.
 GX2066
 GX2066.The orthometric height was determined by differential leveling
 GX2066.and adjusted by the National Geodetic Survey in June 1991..
 GX2066
 GX2066.The geoid height was determined by GEOID03.
 GX2066
 GX2066.The dynamic height is computed by dividing the NAVD 88
 GX2066.geopotential number by the normal gravity value computed on the
 GX2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2066.degrees latitude (g = 980.6199 gals.).
 GX2066
 GX2066.The modeled gravity was interpolated from observed gravity values.
 GX2066
 GX2066;                    North         East    Units  Estimated Accuracy
 GX2066;SPC WV S     -    34,790.      543,490.      MT  (+/- 180 meters Scaled)
 GX2066
 GX2066                          SUPERSEDED SURVEY CONTROL
 GX2066
 GX2066  NGVD 29 (??/??/92)  463.750  (m)         1521.49   (f) ADJ UNCH    2 0
 GX2066
 GX2066.Superseded values are not recommended for survey control.
 GX2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2066.See file dsdata.txt to determine how the superseded data were derived.
 GX2066
 GX2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB435296(NAD 83)
 GX2066_MARKER: DB = BENCH MARK DISK
 GX2066_SETTING: 66 = SET IN ROCK OUTCROP
 GX2066_SP_SET: OUTCROP
 GX2066_STAMPING: T 184 1958
 GX2066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2066+STABILITY: POSITION/ELEVATION WELL
 GX2066
 GX2066  HISTORY     - Date     Condition        Report By
 GX2066  HISTORY     - 1958     MONUMENTED       CGS
 GX2066
 GX2066                          STATION DESCRIPTION
 GX2066
 GX2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2066'6.3 MI NE FROM WAR.
 GX2066'4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 GX2066'AT WAR, THENCE 1.9 MILES NORTHEAST ALONG A GRADED ROAD TO REAM,
 GX2066'ABOUT 80 YARDS SOUTHWEST OF THE JUNCTION OF A SIDE ROAD NORTHWEST,
 GX2066'14 FEET NORTHWEST OF THE CENTER LINE OF ROAD, SET VERTICALLY IN
 GX2066'THE SOUTHEAST FACE OF A ROCK CUT, 12 FEET SOUTHWEST OF THE NORTHEAST
 GX2066'END OF THE CUT, 2 FEET ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE
 GX2066'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2255 ***********************************************************************
 HX2255  DESIGNATION -  T 185
 HX2255  PID         -  HX2255
 HX2255  STATE/COUNTY-  WV/BOONE
 HX2255  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2255
 HX2255                         *CURRENT SURVEY CONTROL
 HX2255  ___________________________________________________________________
 HX2255* NAD 83(1986)-  38 04 13.     (N)    081 38 31.     (W)     SCALED    
 HX2255* NAVD 88     -       228.664  (meters)     750.21   (feet)  ADJUSTED  
 HX2255  ___________________________________________________________________
 HX2255  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HX2255  DYNAMIC HT  -         228.494 (meters)     749.65  (feet)  COMP
 HX2255  MODELED GRAV-     979,879.4   (mgal)                       NAVD 88
 HX2255
 HX2255  VERT ORDER  -  SECOND    CLASS 0
 HX2255
 HX2255.The horizontal coordinates were scaled from a topographic map and have
 HX2255.an estimated accuracy of +/- 6 seconds.
 HX2255
 HX2255.The orthometric height was determined by differential leveling
 HX2255.and adjusted by the National Geodetic Survey in June 1991..
 HX2255
 HX2255.The geoid height was determined by GEOID03.
 HX2255
 HX2255.The dynamic height is computed by dividing the NAVD 88
 HX2255.geopotential number by the normal gravity value computed on the
 HX2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2255.degrees latitude (g = 980.6199 gals.).
 HX2255
 HX2255.The modeled gravity was interpolated from observed gravity values.
 HX2255
 HX2255;                    North         East    Units  Estimated Accuracy
 HX2255;SPC WV S     -   118,980.      543,680.      MT  (+/- 180 meters Scaled)
 HX2255
 HX2255                          SUPERSEDED SURVEY CONTROL
 HX2255
 HX2255  NGVD 29 (??/??/92)  228.861  (m)          750.85   (f) ADJ UNCH    2 0
 HX2255
 HX2255.Superseded values are not recommended for survey control.
 HX2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2255.See file dsdata.txt to determine how the superseded data were derived.
 HX2255
 HX2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC436138(NAD 83)
 HX2255_MARKER: DB = BENCH MARK DISK
 HX2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2255_STAMPING: T 185 1958
 HX2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2255+STABILITY: SURFACE MOTION
 HX2255
 HX2255  HISTORY     - Date     Condition        Report By
 HX2255  HISTORY     - 1958     MONUMENTED       CGS
 HX2255
 HX2255                          STATION DESCRIPTION
 HX2255
 HX2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2255'3.2 MI SW FROM SETH.
 HX2255'ABOUT 2.7 MILES SOUTHWEST ALONG A BLACK TOP ROAD TO HOPKINS FORK
 HX2255'FROM THE CHESAPEAKE AND OHIO RAILWAY OVERPASS AT SETH, THENCE
 HX2255'0.5 MILE SOUTHWEST ALONG A GRAVEL ROAD ALONG LAUREL CREEK, 17
 HX2255'FEET SOUTHEAST OF THE CENTER LINE OF ROAD, 3.7 FEET NORTHEAST
 HX2255'OF POWER LINE POLE 50 1 D 4, M O 40752, 22 FEET NORTHWEST OF
 HX2255'THE NORTHWEST BANK OF LAUREL CREEK, ABOUT LEVEL WITH THE ROAD,
 HX2255'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2393 ***********************************************************************
 GX2393  DESIGNATION -  T 186
 GX2393  PID         -  GX2393
 GX2393  STATE/COUNTY-  WV/BOONE
 GX2393  USGS QUAD   -  WHARTON (1988)
 GX2393
 GX2393                         *CURRENT SURVEY CONTROL
 GX2393  ___________________________________________________________________
 GX2393* NAD 83(1986)-  37 55 44.     (N)    081 42 51.     (W)     SCALED    
 GX2393* NAVD 88     -       408.690  (meters)    1340.84   (feet)  ADJUSTED  
 GX2393  ___________________________________________________________________
 GX2393  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GX2393  DYNAMIC HT  -         408.393 (meters)    1339.87  (feet)  COMP
 GX2393  MODELED GRAV-     979,888.9   (mgal)                       NAVD 88
 GX2393
 GX2393  VERT ORDER  -  SECOND    CLASS 0
 GX2393
 GX2393.The horizontal coordinates were scaled from a topographic map and have
 GX2393.an estimated accuracy of +/- 6 seconds.
 GX2393
 GX2393.The orthometric height was determined by differential leveling
 GX2393.and adjusted by the National Geodetic Survey in June 1991..
 GX2393
 GX2393.The geoid height was determined by GEOID03.
 GX2393
 GX2393.The dynamic height is computed by dividing the NAVD 88
 GX2393.geopotential number by the normal gravity value computed on the
 GX2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2393.degrees latitude (g = 980.6199 gals.).
 GX2393
 GX2393.The modeled gravity was interpolated from observed gravity values.
 GX2393
 GX2393;                    North         East    Units  Estimated Accuracy
 GX2393;SPC WV S     -   103,340.      537,220.      MT  (+/- 180 meters Scaled)
 GX2393
 GX2393                          SUPERSEDED SURVEY CONTROL
 GX2393
 GX2393  NGVD 29 (??/??/92)  408.900  (m)         1341.53   (f) ADJ UNCH    2 0
 GX2393
 GX2393.Superseded values are not recommended for survey control.
 GX2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2393.See file dsdata.txt to determine how the superseded data were derived.
 GX2393
 GX2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB372981(NAD 83)
 GX2393_MARKER: DB = BENCH MARK DISK
 GX2393_SETTING: 66 = SET IN ROCK OUTCROP
 GX2393_SP_SET: ROCK CUT
 GX2393_STAMPING: T 186 1958
 GX2393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2393+STABILITY: POSITION/ELEVATION WELL
 GX2393
 GX2393  HISTORY     - Date     Condition        Report By
 GX2393  HISTORY     - 1958     MONUMENTED       CGS
 GX2393
 GX2393                          STATION DESCRIPTION
 GX2393
 GX2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2393'1.2 MI SW FROM CASEY.
 GX2393'ABOUT 1.25 MILES SOUTHWEST AND UPHILL ALONG A GRAVEL ROAD FROM
 GX2393'THE JUNCTION OF STATE HIGHWAY 79 AT THE CONFLUENCE OF CASEY
 GX2393'CREEK AND POND FORK AT CASEY, 0.95 MILE SOUTHWEST AND UPHILL
 GX2393'FROM A HAIRPIN CURVE, 1.4 MILES EAST-NORTHEAST FROM THE TOP OF
 GX2393'RIDGE AND THE JUNCTION OF A ROAD ALONG RIDGE, SET VERTICALLY
 GX2393'IN THE SOUTHEAST FACE OF A SMOOTH 2-FOOT HIGH AND ABOUT
 GX2393'7-FOOT WIDE LAYER OF ROCK IN A 12-FOOT HIGH ROCK CUT, 4 1/2
 GX2393'FEET ABOVE THE BOTTOM OF A DITCH, 11 FEET NORTHWEST OF THE
 GX2393'CENTER LINE OF THE ROAD, 5 YARDS NORTHEAST OF THE NORTHEAST
 GX2393'AND LOWER END OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 GX2393'NORTHWEST, 0.05 MILE EAST OF THE CROSSING OF A POWER LINE, AND
 GX2393'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2127 ***********************************************************************
 GX2127  DESIGNATION -  T 188
 GX2127  PID         -  GX2127
 GX2127  STATE/COUNTY-  WV/BOONE
 GX2127  USGS QUAD   -  LORADO (1989)
 GX2127
 GX2127                         *CURRENT SURVEY CONTROL
 GX2127  ___________________________________________________________________
 GX2127* NAD 83(1986)-  37 51 56.     (N)    081 38 10.     (W)     SCALED    
 GX2127* NAVD 88     -       337.044  (meters)    1105.79   (feet)  ADJUSTED  
 GX2127  ___________________________________________________________________
 GX2127  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GX2127  DYNAMIC HT  -         336.789 (meters)    1104.95  (feet)  COMP
 GX2127  MODELED GRAV-     979,864.1   (mgal)                       NAVD 88
 GX2127
 GX2127  VERT ORDER  -  SECOND    CLASS 0
 GX2127
 GX2127.The horizontal coordinates were scaled from a topographic map and have
 GX2127.an estimated accuracy of +/- 6 seconds.
 GX2127
 GX2127.The orthometric height was determined by differential leveling
 GX2127.and adjusted by the National Geodetic Survey in June 1991..
 GX2127
 GX2127.The geoid height was determined by GEOID03.
 GX2127
 GX2127.The dynamic height is computed by dividing the NAVD 88
 GX2127.geopotential number by the normal gravity value computed on the
 GX2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2127.degrees latitude (g = 980.6199 gals.).
 GX2127
 GX2127.The modeled gravity was interpolated from observed gravity values.
 GX2127
 GX2127;                    North         East    Units  Estimated Accuracy
 GX2127;SPC WV S     -    96,260.      544,030.      MT  (+/- 180 meters Scaled)
 GX2127
 GX2127                          SUPERSEDED SURVEY CONTROL
 GX2127
 GX2127  NGVD 29 (??/??/92)  337.233  (m)         1106.41   (f) ADJ UNCH    2 0
 GX2127
 GX2127.Superseded values are not recommended for survey control.
 GX2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2127.See file dsdata.txt to determine how the superseded data were derived.
 GX2127
 GX2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB440910(NAD 83)
 GX2127_MARKER: DB = BENCH MARK DISK
 GX2127_SETTING: 66 = SET IN ROCK OUTCROP
 GX2127_SP_SET: ROCK CUT
 GX2127_STAMPING: T 188 1958
 GX2127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2127+STABILITY: POSITION/ELEVATION WELL
 GX2127
 GX2127  HISTORY     - Date     Condition        Report By
 GX2127  HISTORY     - 1958     MONUMENTED       CGS
 GX2127  HISTORY     - 1973     GOOD             LOCENG
 GX2127
 GX2127                          STATION DESCRIPTION
 GX2127
 GX2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2127'0.4 MI SE FROM BALD KNOB.
 GX2127'ABOUT 0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE BRIDGE
 GX2127'OVER JAMES BRANCH AT BALD KNOB, 0.05 MILE NORTHEAST OF THE
 GX2127'CONFLUENCE OF POND FORK AND JASPER WORKMAN BRANCH, SET VERTICALLY
 GX2127'IN THE WEST FACE OF A 6-FOOT HIGH LAYERED ROCK CUT, 3 FEET ABOVE
 GX2127'THE GROUND, 20 1/2 FEET EAST OF CENTER LINE OF HIGHWAY, 119 FEET
 GX2127'SOUTHEAST OF THE JUNCTION OF ROAD WEST ACROSS BRIDGE OVER POND
 GX2127'FORK INTO JASPER WORKMAN BRANCH, 20 FEET NORTH OF THE EAST END
 GX2127'OF A 15-INCH PIPE CULVERT UNDER THE HIGHWAY, AND ABOUT 2 1/2 FEET
 GX2127'ABOVE THE LEVEL OF THE HIGHWAY.
 GX2127
 GX2127                          STATION RECOVERY (1973)
 GX2127
 GX2127'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2136 ***********************************************************************
 GX2136  DESIGNATION -  T 189
 GX2136  PID         -  GX2136
 GX2136  STATE/COUNTY-  WV/BOONE
 GX2136  USGS QUAD   -  PILOT KNOB (1989)
 GX2136
 GX2136                         *CURRENT SURVEY CONTROL
 GX2136  ___________________________________________________________________
 GX2136* NAD 83(1986)-  37 47 01.     (N)    081 34 53.     (W)     SCALED    
 GX2136* NAVD 88     -       514.846  (meters)    1689.12   (feet)  ADJUSTED  
 GX2136  ___________________________________________________________________
 GX2136  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX2136  DYNAMIC HT  -         514.441 (meters)    1687.80  (feet)  COMP
 GX2136  MODELED GRAV-     979,827.5   (mgal)                       NAVD 88
 GX2136
 GX2136  VERT ORDER  -  SECOND    CLASS 0
 GX2136
 GX2136.The horizontal coordinates were scaled from a topographic map and have
 GX2136.an estimated accuracy of +/- 6 seconds.
 GX2136
 GX2136.The orthometric height was determined by differential leveling
 GX2136.and adjusted by the National Geodetic Survey in June 1991..
 GX2136
 GX2136.The geoid height was determined by GEOID03.
 GX2136
 GX2136.The dynamic height is computed by dividing the NAVD 88
 GX2136.geopotential number by the normal gravity value computed on the
 GX2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2136.degrees latitude (g = 980.6199 gals.).
 GX2136
 GX2136.The modeled gravity was interpolated from observed gravity values.
 GX2136
 GX2136;                    North         East    Units  Estimated Accuracy
 GX2136;SPC WV S     -    87,130.      548,790.      MT  (+/- 180 meters Scaled)
 GX2136
 GX2136                          SUPERSEDED SURVEY CONTROL
 GX2136
 GX2136  NGVD 29 (??/??/92)  515.007  (m)         1689.65   (f) ADJ UNCH    2 0
 GX2136
 GX2136.Superseded values are not recommended for survey control.
 GX2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2136.See file dsdata.txt to determine how the superseded data were derived.
 GX2136
 GX2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB488819(NAD 83)
 GX2136_MARKER: DB = BENCH MARK DISK
 GX2136_SETTING: 66 = SET IN ROCK OUTCROP
 GX2136_SP_SET: ROCK LAYER
 GX2136_STAMPING: T 189 1958
 GX2136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2136+STABILITY: POSITION/ELEVATION WELL
 GX2136
 GX2136  HISTORY     - Date     Condition        Report By
 GX2136  HISTORY     - 1958     MONUMENTED       CGS
 GX2136
 GX2136                          STATION DESCRIPTION
 GX2136
 GX2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2136'7.8 MI SE FROM BALD KNOB.
 GX2136'ABOUT 6.2 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE BRIDGE
 GX2136'OVER JAMES BRANCH AT BALD KNOB, THENCE 1.55 MILES SOUTHEAST ALONG
 GX2136'A ROUGH ROAD FOLLOWING SKIN FORK, 0.15 MILE SOUTHEAST OF THE
 GX2136'CROSSING OF A CREEK BRANCH EAST, SET VERTICALLY IN THE SOUTHWEST
 GX2136'FACE OF A 1 1/2-FOOT HIGH LAYER OF ROCK IN THE BOTTOM OF HILLSIDE,
 GX2136'2 FEET ABOVE THE GROUND, 35 FEET NORTHEAST OF CENTER LINE OF ROAD,
 GX2136'41 FEET NORTHWEST OF A 30-INCH BEECH TREE IN GROUP OF THREE, 31
 GX2136'FEET NORTHWEST OF THE SOUTHEAST END OF LAYER OF ROCK, AND ABOUT
 GX2136'4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2364 ***********************************************************************
 GX2364  DESIGNATION -  T 190
 GX2364  PID         -  GX2364
 GX2364  STATE/COUNTY-  WV/LOGAN
 GX2364  USGS QUAD   -  AMHERSTDALE (1989)
 GX2364
 GX2364                         *CURRENT SURVEY CONTROL
 GX2364  ___________________________________________________________________
 GX2364* NAD 83(1986)-  37 47 30.     (N)    081 45 56.     (W)     SCALED    
 GX2364* NAVD 88     -       310.243  (meters)    1017.86   (feet)  ADJUSTED  
 GX2364  ___________________________________________________________________
 GX2364  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 GX2364  DYNAMIC HT  -         310.009 (meters)    1017.09  (feet)  COMP
 GX2364  MODELED GRAV-     979,867.6   (mgal)                       NAVD 88
 GX2364
 GX2364  VERT ORDER  -  SECOND    CLASS 0
 GX2364
 GX2364.The horizontal coordinates were scaled from a topographic map and have
 GX2364.an estimated accuracy of +/- 6 seconds.
 GX2364
 GX2364.The orthometric height was determined by differential leveling
 GX2364.and adjusted by the National Geodetic Survey in June 1991..
 GX2364
 GX2364.The geoid height was determined by GEOID03.
 GX2364
 GX2364.The dynamic height is computed by dividing the NAVD 88
 GX2364.geopotential number by the normal gravity value computed on the
 GX2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2364.degrees latitude (g = 980.6199 gals.).
 GX2364
 GX2364.The modeled gravity was interpolated from observed gravity values.
 GX2364
 GX2364;                    North         East    Units  Estimated Accuracy
 GX2364;SPC WV S     -    88,140.      532,570.      MT  (+/- 180 meters Scaled)
 GX2364
 GX2364                          SUPERSEDED SURVEY CONTROL
 GX2364
 GX2364  NGVD 29 (??/??/92)  310.440  (m)         1018.50   (f) ADJ UNCH    2 0
 GX2364
 GX2364.Superseded values are not recommended for survey control.
 GX2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2364.See file dsdata.txt to determine how the superseded data were derived.
 GX2364
 GX2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB325829(NAD 83)
 GX2364_MARKER: DB = BENCH MARK DISK
 GX2364_SETTING: 66 = SET IN ROCK OUTCROP
 GX2364_SP_SET: ROCK CUT
 GX2364_STAMPING: T 190 1958
 GX2364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2364+STABILITY: POSITION/ELEVATION WELL
 GX2364
 GX2364  HISTORY     - Date     Condition        Report By
 GX2364  HISTORY     - 1958     MONUMENTED       CGS
 GX2364
 GX2364                          STATION DESCRIPTION
 GX2364
 GX2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2364'2.8 MI E FROM AMHERSTDALE.
 GX2364'ABOUT 2.85 MILES EAST ALONG A BLACK TOP ROAD TO SAUNDERS FROM
 GX2364'THE BANK BUILDING AT AMHERSTDALE, ALONG THE CHESAPEAKE AND OHIO
 GX2364'RAILWAY, 64 YARDS SOUTHWEST OF MILE POST 8, SET VERTICALLY IN THE
 GX2364'NORTHWEST FACE OF A 15-FOOT HIGH ROCK CUT, 3 FEET ABOVE THE
 GX2364'BOTTOM OF A DITCH, 11 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 42
 GX2364'FEET SOUTHEAST OF AND ACROSS THE TRACK FROM THE CENTER LINE OF
 GX2364'THE ROAD, 0.05 MILE EAST OF AND ACROSS THE TRACK AND ROAD AND
 GX2364'BUFFALO CREEK FROM A SWIMMING POOL, 0.15 MILE NORTHEAST OF
 GX2364'STATION SIGN LATROBE, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 GX2364'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1912 ***********************************************************************
 GX1912  DESIGNATION -  T 191
 GX1912  PID         -  GX1912
 GX1912  STATE/COUNTY-  WV/MCDOWELL
 GX1912  USGS QUAD   -  BRADSHAW (1977)
 GX1912
 GX1912                         *CURRENT SURVEY CONTROL
 GX1912  ___________________________________________________________________
 GX1912* NAD 83(1986)-  37 20 16.     (N)    081 51 33.     (W)     SCALED    
 GX1912* NAVD 88     -       574.730  (meters)    1885.59   (feet)  ADJUSTED  
 GX1912  ___________________________________________________________________
 GX1912  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX1912  DYNAMIC HT  -         574.240 (meters)    1883.99  (feet)  COMP
 GX1912  MODELED GRAV-     979,760.9   (mgal)                       NAVD 88
 GX1912
 GX1912  VERT ORDER  -  SECOND    CLASS 0
 GX1912
 GX1912.The horizontal coordinates were scaled from a topographic map and have
 GX1912.an estimated accuracy of +/- 6 seconds.
 GX1912
 GX1912.The orthometric height was determined by differential leveling
 GX1912.and adjusted by the National Geodetic Survey in June 1991..
 GX1912
 GX1912.The geoid height was determined by GEOID03.
 GX1912
 GX1912.The dynamic height is computed by dividing the NAVD 88
 GX1912.geopotential number by the normal gravity value computed on the
 GX1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1912.degrees latitude (g = 980.6199 gals.).
 GX1912
 GX1912.The modeled gravity was interpolated from observed gravity values.
 GX1912
 GX1912;                    North         East    Units  Estimated Accuracy
 GX1912;SPC WV S     -    37,840.      523,860.      MT  (+/- 180 meters Scaled)
 GX1912
 GX1912                          SUPERSEDED SURVEY CONTROL
 GX1912
 GX1912  NGVD 29 (??/??/92)  574.890  (m)         1886.12   (f) ADJ UNCH    2 0
 GX1912
 GX1912.Superseded values are not recommended for survey control.
 GX1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1912.See file dsdata.txt to determine how the superseded data were derived.
 GX1912
 GX1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB238326(NAD 83)
 GX1912_MARKER: DB = BENCH MARK DISK
 GX1912_SETTING: 66 = SET IN ROCK OUTCROP
 GX1912_SP_SET: SET IN ROCK OUTCROP
 GX1912_STAMPING: T 191 1958
 GX1912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1912+STABILITY: POSITION/ELEVATION WELL
 GX1912
 GX1912  HISTORY     - Date     Condition        Report By
 GX1912  HISTORY     - 1958     MONUMENTED       CGS
 GX1912
 GX1912                          STATION DESCRIPTION
 GX1912
 GX1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1912'2.6 MI NE FROM PAYNESVILLE.
 GX1912'2.65 MILES NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE
 GX1912'AT PAYNESVILLE, ABOUT 0.45 MILE SOUTHEAST OF ROAD EAST AND
 GX1912'DAVIS SCHOOL, ABOUT 0.65 MILE SOUTHEAST OF BEE BRANCH CHURCH,
 GX1912'BETWEEN TWO TALL ROCK CUTS, SET VERTICALLY IN THE SOUTH FACE OF A
 GX1912'RECEEDING ROCK IN A 7-FOOT HIGH ROCK CUT, 35 FEET NORTH OF CENTER
 GX1912'LINE OF HIGHWAY, 43 FEET WEST OF A 15-INCH CORRUGATED PIPE CULVERT
 GX1912'UNDER HIGHWAY, 9 1/2 FEET NORTH OF HIGHWAY DITCH, 3 FEET EAST OF
 GX1912'ANGLE IN ROCK CUT, ABOUT 2 FEET ABOVE GROUND AND ABOUT 6 FEET
 GX1912'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1261 ***********************************************************************
 GX1261  DESIGNATION -  T 192
 GX1261  PID         -  GX1261
 GX1261  STATE/COUNTY-  WV/FAYETTE
 GX1261  USGS QUAD   -  THURMOND (1988)
 GX1261
 GX1261                         *CURRENT SURVEY CONTROL
 GX1261  ___________________________________________________________________
 GX1261* NAD 83(1986)-  37 57 35.     (N)    081 02 26.     (W)     SCALED    
 GX1261* NAVD 88     -       315.867  (meters)    1036.31   (feet)  ADJUSTED  
 GX1261  ___________________________________________________________________
 GX1261  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX1261  DYNAMIC HT  -         315.620 (meters)    1035.50  (feet)  COMP
 GX1261  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 GX1261
 GX1261  VERT ORDER  -  FIRST     CLASS II
 GX1261
 GX1261.The horizontal coordinates were scaled from a topographic map and have
 GX1261.an estimated accuracy of +/- 6 seconds.
 GX1261
 GX1261.The orthometric height was determined by differential leveling
 GX1261.and adjusted by the National Geodetic Survey in June 1991..
 GX1261
 GX1261.The geoid height was determined by GEOID03.
 GX1261
 GX1261.The dynamic height is computed by dividing the NAVD 88
 GX1261.geopotential number by the normal gravity value computed on the
 GX1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1261.degrees latitude (g = 980.6199 gals.).
 GX1261
 GX1261.The modeled gravity was interpolated from observed gravity values.
 GX1261
 GX1261;                    North         East    Units  Estimated Accuracy
 GX1261;SPC WV S     -   106,520.      596,440.      MT  (+/- 180 meters Scaled)
 GX1261
 GX1261                          SUPERSEDED SURVEY CONTROL
 GX1261
 GX1261  NGVD 29 (??/??/92)  316.037  (m)         1036.86   (f) ADJ UNCH    1 2
 GX1261
 GX1261.Superseded values are not recommended for survey control.
 GX1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1261.See file dsdata.txt to determine how the superseded data were derived.
 GX1261
 GX1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC964013(NAD 83)
 GX1261_MARKER: DB = BENCH MARK DISK
 GX1261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1261_SP_SET: BRIDGE SEAT
 GX1261_STAMPING: T 192 1958
 GX1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1261
 GX1261  HISTORY     - Date     Condition        Report By
 GX1261  HISTORY     - 1958     MONUMENTED       CGS
 GX1261  HISTORY     - 1980     GOOD             LOCSUR
 GX1261
 GX1261                          STATION DESCRIPTION
 GX1261
 GX1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1261'3 MI NE FROM THURMOND.
 GX1261'ABOUT 3.05 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1261'FROM THE STATION AT THURMOND, 0.2 MILE SOUTHWEST OF MILEPOST
 GX1261'394, 5 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, IN TOP
 GX1261'OF THE SOUTH END OF THE LOWER PART OR BRIDGE SEAT OF EAST CONCRETE
 GX1261'ABUTMENT OF 12 FOOT BRIDGE 3938 OVER A SMALL STREAM, 80 YARDS
 GX1261'EAST OF A LARGE FANCY STONE MASONRY BUILDING, AND ABOUT 3 FEET
 GX1261'BELOW THE LEVEL OF THE TRACK.
 GX1261
 GX1261                          STATION RECOVERY (1980)
 GX1261
 GX1261'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2057 ***********************************************************************
 GX2057  DESIGNATION -  T 193
 GX2057  PID         -  GX2057
 GX2057  STATE/COUNTY-  WV/MCDOWELL
 GX2057  USGS QUAD   -  GARY (1977)
 GX2057
 GX2057                         *CURRENT SURVEY CONTROL
 GX2057  ___________________________________________________________________
 GX2057* NAD 83(1986)-  37 20 15.     (N)    081 35 18.     (W)     SCALED    
 GX2057* NAVD 88     -       600.231  (meters)    1969.26   (feet)  ADJUSTED  
 GX2057  ___________________________________________________________________
 GX2057  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GX2057  DYNAMIC HT  -         599.731 (meters)    1967.62  (feet)  COMP
 GX2057  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 GX2057
 GX2057  VERT ORDER  -  SECOND    CLASS 0
 GX2057
 GX2057.The horizontal coordinates were scaled from a topographic map and have
 GX2057.an estimated accuracy of +/- 6 seconds.
 GX2057
 GX2057.The orthometric height was determined by differential leveling
 GX2057.and adjusted by the National Geodetic Survey in June 1991..
 GX2057
 GX2057.The geoid height was determined by GEOID03.
 GX2057
 GX2057.The dynamic height is computed by dividing the NAVD 88
 GX2057.geopotential number by the normal gravity value computed on the
 GX2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2057.degrees latitude (g = 980.6199 gals.).
 GX2057
 GX2057.The modeled gravity was interpolated from observed gravity values.
 GX2057
 GX2057;                    North         East    Units  Estimated Accuracy
 GX2057;SPC WV S     -    37,630.      547,860.      MT  (+/- 180 meters Scaled)
 GX2057
 GX2057                          SUPERSEDED SURVEY CONTROL
 GX2057
 GX2057  NGVD 29 (??/??/92)  600.388  (m)         1969.77   (f) ADJ UNCH    2 0
 GX2057
 GX2057.Superseded values are not recommended for survey control.
 GX2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2057.See file dsdata.txt to determine how the superseded data were derived.
 GX2057
 GX2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB478324(NAD 83)
 GX2057_MARKER: DB = BENCH MARK DISK
 GX2057_SETTING: 66 = SET IN ROCK OUTCROP
 GX2057_SP_SET: OUTCROP
 GX2057_STAMPING: T 193 1958
 GX2057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2057+STABILITY: POSITION/ELEVATION WELL
 GX2057
 GX2057  HISTORY     - Date     Condition        Report By
 GX2057  HISTORY     - 1958     MONUMENTED       CGS
 GX2057  HISTORY     - 1967     MARK NOT FOUND   USGS
 GX2057
 GX2057                          STATION DESCRIPTION
 GX2057
 GX2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2057'4.1 MI SW FROM GARY.
 GX2057'1.25 MILES SOUTH ALONG A BLACK TOP ROAD LEADING TO ELBERT FROM
 GX2057'THE JUNCTION OF STATE HIGHWAY 85 AT GARY, THENCE 2.85 MILES
 GX2057'SOUTHWEST ALONG A BLACK TOP AND GRADED ROAD TO RIFT, 0.6 MILE
 GX2057'NORTHEAST OF THE JUNCTION OF TWO NARROW SIDE ROADS LEADING NORTH,
 GX2057'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING EAST AND
 GX2057'SOUTHWEST, 13 FEET NORTHWEST OF CENTER LINE OF ROAD, SET
 GX2057'VERTICALLY IN THE SOUTHEAST FACE OF A SHORT ROCK CUT, 30 FEET
 GX2057'SOUTHWEST OF THE NORTHEAST END OF THE CUT, 25 FEET NORTHEAST
 GX2057'OF THE NORTHWEST END OF A 18-INCH PIPE CULVERT AT THE SOUTHWEST
 GX2057'END OF THE CUT, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF ROAD.
 GX2057
 GX2057                          STATION RECOVERY (1967)
 GX2057
 GX2057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GX2057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2075 ***********************************************************************
 GX2075  DESIGNATION -  T 194
 GX2075  PID         -  GX2075
 GX2075  STATE/COUNTY-  WV/MCDOWELL
 GX2075  USGS QUAD   -  DAVY (1976)
 GX2075
 GX2075                         *CURRENT SURVEY CONTROL
 GX2075  ___________________________________________________________________
 GX2075* NAD 83(1986)-  37 23 51.     (N)    081 37 37.     (W)     SCALED    
 GX2075* NAVD 88     -       577.099  (meters)    1893.37   (feet)  ADJUSTED  
 GX2075  ___________________________________________________________________
 GX2075  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX2075  DYNAMIC HT  -         576.623 (meters)    1891.80  (feet)  COMP
 GX2075  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 GX2075
 GX2075  VERT ORDER  -  SECOND    CLASS 0
 GX2075
 GX2075.The horizontal coordinates were scaled from a topographic map and have
 GX2075.an estimated accuracy of +/- 6 seconds.
 GX2075
 GX2075.The orthometric height was determined by differential leveling
 GX2075.and adjusted by the National Geodetic Survey in June 1991..
 GX2075
 GX2075.The geoid height was determined by GEOID03.
 GX2075
 GX2075.The dynamic height is computed by dividing the NAVD 88
 GX2075.geopotential number by the normal gravity value computed on the
 GX2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2075.degrees latitude (g = 980.6199 gals.).
 GX2075
 GX2075.The modeled gravity was interpolated from observed gravity values.
 GX2075
 GX2075;                    North         East    Units  Estimated Accuracy
 GX2075;SPC WV S     -    44,310.      544,490.      MT  (+/- 180 meters Scaled)
 GX2075
 GX2075                          SUPERSEDED SURVEY CONTROL
 GX2075
 GX2075  NGVD 29 (??/??/92)  577.265  (m)         1893.91   (f) ADJ UNCH    2 0
 GX2075
 GX2075.Superseded values are not recommended for survey control.
 GX2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2075.See file dsdata.txt to determine how the superseded data were derived.
 GX2075
 GX2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB445391(NAD 83)
 GX2075_MARKER: DB = BENCH MARK DISK
 GX2075_SETTING: 66 = SET IN ROCK OUTCROP
 GX2075_SP_SET: CUT
 GX2075_STAMPING: T 194 1958
 GX2075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2075+STABILITY: POSITION/ELEVATION WELL
 GX2075
 GX2075  HISTORY     - Date     Condition        Report By
 GX2075  HISTORY     - 1958     MONUMENTED       CGS
 GX2075
 GX2075                          STATION DESCRIPTION
 GX2075
 GX2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2075'4.7 MI SW FROM WELCH.
 GX2075'2.15 MILES SOUTH ALONG STATE HIGHWAY 16 AND U.S. HIGHWAY 52 FROM
 GX2075'THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY AT WELCH, THENCE
 GX2075'2.55 MILES SOUTHWEST ALONG STATE HIGHWAY 16, ON THE INSIDE AND AT
 GX2075'THE NORTH END OF A CURVE WITH TANGENTS EXTENDING NORTH AND
 GX2075'SOUTHWEST, SET VERTICALLY IN THE EAST FACE OF A HUGE ROCK CUT,
 GX2075'17 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 135 FEET SOUTH
 GX2075'OF THE WEST END OF A 18-INCH PIPE CULVERT WITH A CONCRETE HEAD
 GX2075'WALL, 3 FEET ABOVE THE GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL
 GX2075'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1924 ***********************************************************************
 GX1924  DESIGNATION -  T 195
 GX1924  PID         -  GX1924
 GX1924  STATE/COUNTY-  WV/MCDOWELL
 GX1924  USGS QUAD   -  IAEGER (1976)
 GX1924
 GX1924                         *CURRENT SURVEY CONTROL
 GX1924  ___________________________________________________________________
 GX1924* NAD 83(1986)-  37 26 00.     (N)    081 48 02.     (W)     SCALED    
 GX1924* NAVD 88     -       307.700  (meters)    1009.51   (feet)  ADJUSTED  
 GX1924  ___________________________________________________________________
 GX1924  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX1924  DYNAMIC HT  -         307.453 (meters)    1008.70  (feet)  COMP
 GX1924  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 GX1924
 GX1924  VERT ORDER  -  SECOND    CLASS 0
 GX1924
 GX1924.The horizontal coordinates were scaled from a topographic map and have
 GX1924.an estimated accuracy of +/- 6 seconds.
 GX1924
 GX1924.The orthometric height was determined by differential leveling
 GX1924.and adjusted by the National Geodetic Survey in June 1991..
 GX1924
 GX1924.The geoid height was determined by GEOID03.
 GX1924
 GX1924.The dynamic height is computed by dividing the NAVD 88
 GX1924.geopotential number by the normal gravity value computed on the
 GX1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1924.degrees latitude (g = 980.6199 gals.).
 GX1924
 GX1924.The modeled gravity was interpolated from observed gravity values.
 GX1924
 GX1924;                    North         East    Units  Estimated Accuracy
 GX1924;SPC WV S     -    48,400.      529,150.      MT  (+/- 180 meters Scaled)
 GX1924
 GX1924                          SUPERSEDED SURVEY CONTROL
 GX1924
 GX1924  NGVD 29 (??/??/92)  307.890  (m)         1010.14   (f) ADJ UNCH    2 0
 GX1924
 GX1924.Superseded values are not recommended for survey control.
 GX1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1924.See file dsdata.txt to determine how the superseded data were derived.
 GX1924
 GX1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB291432(NAD 83)
 GX1924_MARKER: DB = BENCH MARK DISK
 GX1924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1924_SP_SET: CULVERT
 GX1924_STAMPING: T 195 1958
 GX1924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1924
 GX1924  HISTORY     - Date     Condition        Report By
 GX1924  HISTORY     - 1958     MONUMENTED       CGS
 GX1924
 GX1924                          STATION DESCRIPTION
 GX1924
 GX1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1924'2.6 MI S FROM IAEGER.
 GX1924'2.55 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE CROSSING OF THE
 GX1924'NORFOLK AND WESTERN RAILWAY AT IAEGER, IN THE TOP OF THE
 GX1924'NORTHWEST END OF SOUTHWEST HEAD WALL OF AN 8-FOOT BOX CULVERT,
 GX1924'12 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 1 FOOT SOUTHEAST
 GX1924'OF NORTHWEST END OF HEAD WALL AND ABOUT 1 FOOT ABOVE LEVEL
 GX1924'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2022 ***********************************************************************
 GX2022  DESIGNATION -  T 196
 GX2022  PID         -  GX2022
 GX2022  STATE/COUNTY-  WV/MCDOWELL
 GX2022  USGS QUAD   -  WELCH (1976)
 GX2022
 GX2022                         *CURRENT SURVEY CONTROL
 GX2022  ___________________________________________________________________
 GX2022* NAD 83(1986)-  37 26 23.     (N)    081 34 34.     (W)     SCALED    
 GX2022* NAVD 88     -       412.029  (meters)    1351.80   (feet)  ADJUSTED  
 GX2022  ___________________________________________________________________
 GX2022  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX2022  DYNAMIC HT  -         411.691 (meters)    1350.69  (feet)  COMP
 GX2022  MODELED GRAV-     979,796.7   (mgal)                       NAVD 88
 GX2022
 GX2022  VERT ORDER  -  SECOND    CLASS 0
 GX2022
 GX2022.The horizontal coordinates were scaled from a topographic map and have
 GX2022.an estimated accuracy of +/- 6 seconds.
 GX2022
 GX2022.The orthometric height was determined by differential leveling
 GX2022.and adjusted by the National Geodetic Survey in June 1991..
 GX2022
 GX2022.The geoid height was determined by GEOID03.
 GX2022
 GX2022.The dynamic height is computed by dividing the NAVD 88
 GX2022.geopotential number by the normal gravity value computed on the
 GX2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2022.degrees latitude (g = 980.6199 gals.).
 GX2022
 GX2022.The modeled gravity was interpolated from observed gravity values.
 GX2022
 GX2022;                    North         East    Units  Estimated Accuracy
 GX2022;SPC WV S     -    48,960.      549,020.      MT  (+/- 180 meters Scaled)
 GX2022
 GX2022                          SUPERSEDED SURVEY CONTROL
 GX2022
 GX2022  NGVD 29 (??/??/92)  412.197  (m)         1352.35   (f) ADJ UNCH    2 0
 GX2022
 GX2022.Superseded values are not recommended for survey control.
 GX2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2022.See file dsdata.txt to determine how the superseded data were derived.
 GX2022
 GX2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB490438(NAD 83)
 GX2022_MARKER: DB = BENCH MARK DISK
 GX2022_SETTING: 66 = SET IN ROCK OUTCROP
 GX2022_SP_SET: LEDGE
 GX2022_STAMPING: T 196 1958
 GX2022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2022+STABILITY: POSITION/ELEVATION WELL
 GX2022
 GX2022  HISTORY     - Date     Condition        Report By
 GX2022  HISTORY     - 1958     MONUMENTED       CGS
 GX2022
 GX2022                          STATION DESCRIPTION
 GX2022
 GX2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2022'1.4 MI NE FROM WELCH.
 GX2022'1.4 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE COURT HOUSE
 GX2022'AT WELCH, DIRECTLY ACROSS THE HIGHWAY FROM BLAKELY FIELD, SET
 GX2022'IN THE TOP OF A LEDGE OF ROCK ABOUT 3 FEET LONG AND 1 FOOT WIDE
 GX2022'ON THE SOUTH FACE OF A DEEP ROCK CUT, ON THE NORTH SIDE OF A
 GX2022'PARKING AREA, 75 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY,
 GX2022'101 1/2 FEET NORTHWEST OF SOUTHWEST CORNER OF A STONE WALL
 GX2022'AROUND THE LAWN OF A 1 1/2-STORY WHITE HOUSE (THE FIRST HOUSE WEST
 GX2022'OF A BRICK CHURCH BUILDING), 2 FEET WEST OF EAST END OF LEDGE
 GX2022'AND ABOUT 7 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0058 ***********************************************************************
 GX0058  DESIGNATION -  T 197
 GX0058  PID         -  GX0058
 GX0058  STATE/COUNTY-  WV/GREENBRIER
 GX0058  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0058
 GX0058                         *CURRENT SURVEY CONTROL
 GX0058  ___________________________________________________________________
 GX0058* NAD 83(1986)-  37 46 19.     (N)    080 22 09.     (W)     SCALED    
 GX0058* NAVD 88     -       566.948  (meters)    1860.06   (feet)  ADJUSTED  
 GX0058  ___________________________________________________________________
 GX0058  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 GX0058  DYNAMIC HT  -         566.483 (meters)    1858.54  (feet)  COMP
 GX0058  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 GX0058
 GX0058  VERT ORDER  -  FIRST     CLASS II
 GX0058
 GX0058.The horizontal coordinates were scaled from a topographic map and have
 GX0058.an estimated accuracy of +/- 6 seconds.
 GX0058
 GX0058.The orthometric height was determined by differential leveling
 GX0058.and adjusted by the National Geodetic Survey in June 1991..
 GX0058.WARNING-Repeat measurements at this control monument indicate possible
 GX0058.vertical movement.
 GX0058
 GX0058.The geoid height was determined by GEOID03.
 GX0058
 GX0058.The dynamic height is computed by dividing the NAVD 88
 GX0058.geopotential number by the normal gravity value computed on the
 GX0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0058.degrees latitude (g = 980.6199 gals.).
 GX0058
 GX0058.The modeled gravity was interpolated from observed gravity values.
 GX0058
 GX0058;                    North         East    Units  Estimated Accuracy
 GX0058;SPC WV S     -    85,870.      655,580.      MT  (+/- 180 meters Scaled)
 GX0058
 GX0058                          SUPERSEDED SURVEY CONTROL
 GX0058
 GX0058  NGVD 29 (??/??/92)  567.099  (m)         1860.56   (f) ADJ UNCH    1 2
 GX0058
 GX0058.Superseded values are not recommended for survey control.
 GX0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0058.See file dsdata.txt to determine how the superseded data were derived.
 GX0058
 GX0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB555807(NAD 83)
 GX0058_MARKER: DB = BENCH MARK DISK
 GX0058_SETTING: 66 = SET IN ROCK OUTCROP
 GX0058_SP_SET: ROCK CUT
 GX0058_STAMPING: T 197 1958
 GX0058_MARK LOGO: CGS   
 GX0058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0058+STABILITY: POSITION/ELEVATION WELL
 GX0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX0058+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 GX0058
 GX0058  HISTORY     - Date     Condition        Report By
 GX0058  HISTORY     - 1958     MONUMENTED       CGS
 GX0058  HISTORY     - 1984     GOOD             NGS
 GX0058  HISTORY     - 20051004 GOOD             TEI
 GX0058
 GX0058                          STATION DESCRIPTION
 GX0058
 GX0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0058'1.7 MI E FROM CALDWELL.
 GX0058'ABOUT 1.7 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 GX0058'AT CALDWELL, 0.75 MILE WEST OF THE T JUNCTION OF A BLACK TOP ROAD
 GX0058'LEADING SOUTH TO GREENBRIER STATE FOREST, 22 FEET NORTH OF THE
 GX0058'CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE SOUTH FACE OF
 GX0058'A 30-FOOT LONG BY 2 1/2-FOOT HIGH ROCK THAT IS PART OF A LARGE
 GX0058'SHALE ROCK CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX0058
 GX0058                          STATION RECOVERY (1984)
 GX0058
 GX0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0058'RECOVERED IN GOOD CONDITION.
 GX0058
 GX0058                          STATION RECOVERY (2005)
 GX0058
 GX0058'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2005 (EMM)
 GX0058'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1234 ***********************************************************************
 GX1234  DESIGNATION -  T 198
 GX1234  PID         -  GX1234
 GX1234  STATE/COUNTY-  WV/FAYETTE
 GX1234  USGS QUAD   -  PRINCE (1989)
 GX1234
 GX1234                         *CURRENT SURVEY CONTROL
 GX1234  ___________________________________________________________________
 GX1234* NAD 83(1986)-  37 49 50.     (N)    081 01 32.     (W)     SCALED    
 GX1234* NAVD 88     -       375.399  (meters)    1231.62   (feet)  ADJUSTED  
 GX1234  ___________________________________________________________________
 GX1234  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GX1234  DYNAMIC HT  -         375.096 (meters)    1230.63  (feet)  COMP
 GX1234  MODELED GRAV-     979,812.8   (mgal)                       NAVD 88
 GX1234
 GX1234  VERT ORDER  -  FIRST     CLASS II
 GX1234
 GX1234.The horizontal coordinates were scaled from a topographic map and have
 GX1234.an estimated accuracy of +/- 6 seconds.
 GX1234
 GX1234.The orthometric height was determined by differential leveling
 GX1234.and adjusted by the National Geodetic Survey in June 1991..
 GX1234
 GX1234.The geoid height was determined by GEOID03.
 GX1234
 GX1234.The dynamic height is computed by dividing the NAVD 88
 GX1234.geopotential number by the normal gravity value computed on the
 GX1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1234.degrees latitude (g = 980.6199 gals.).
 GX1234
 GX1234.The modeled gravity was interpolated from observed gravity values.
 GX1234
 GX1234;                    North         East    Units  Estimated Accuracy
 GX1234;SPC WV S     -    92,180.      597,750.      MT  (+/- 180 meters Scaled)
 GX1234
 GX1234                          SUPERSEDED SURVEY CONTROL
 GX1234
 GX1234  NGVD 29 (??/??/92)  375.568  (m)         1232.18   (f) ADJ UNCH    1 2
 GX1234
 GX1234.Superseded values are not recommended for survey control.
 GX1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1234.See file dsdata.txt to determine how the superseded data were derived.
 GX1234
 GX1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB977870(NAD 83)
 GX1234_MARKER: DB = BENCH MARK DISK
 GX1234_SETTING: 80 = SET IN A BOULDER
 GX1234_SP_SET: BOULDER
 GX1234_STAMPING: T 198 1958
 GX1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1234+STABILITY: SURFACE MOTION
 GX1234
 GX1234  HISTORY     - Date     Condition        Report By
 GX1234  HISTORY     - 1958     MONUMENTED       CGS
 GX1234
 GX1234                          STATION DESCRIPTION
 GX1234
 GX1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1234'3.2 MI SE FROM QUINNIMONT.
 GX1234'ABOUT 3.2 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1234'FROM THE STATION AT QUINNIMONT, 0.35 MILE EAST OF MILEPOST 376,
 GX1234'13.7 FEET NORTH OF THE NORTH RAIL AND AT INSIDE OF EAST END OF
 GX1234'CURVE, SET VERTICALLY IN THE SOUTH FACE OF A 4-BY 8-FOOT
 GX1234'EXPOSED PART OF EMBEDED BOULDER IN BOTTOM OF CUT BANK, 1.3 FEET
 GX1234'ABOVE THE GROUND, 3 RAILS WEST OF THE EAST END OF A CURVE WITH
 GX1234'TANGENTS EXTENDING EAST AND NORTHWEST, 22.4 FEET WEST OF THE
 GX1234'NORTHWEST CORNER OF LARGE CONCRETE FOUNDATION FOR A SIGNAL ARM
 GX1234'OVER THE NORTH TRACK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GX1234'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0738 ***********************************************************************
 GX0738  DESIGNATION -  T 199
 GX0738  PID         -  GX0738
 GX0738  STATE/COUNTY-  WV/SUMMERS
 GX0738  USGS QUAD   -  HINTON (1976)
 GX0738
 GX0738                         *CURRENT SURVEY CONTROL
 GX0738  ___________________________________________________________________
 GX0738* NAD 83(1986)-  37 44 15.     (N)    080 54 52.     (W)     SCALED    
 GX0738* NAVD 88     -       407.033  (meters)    1335.41   (feet)  ADJUSTED  
 GX0738  ___________________________________________________________________
 GX0738  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0738  DYNAMIC HT  -         406.706 (meters)    1334.33  (feet)  COMP
 GX0738  MODELED GRAV-     979,814.9   (mgal)                       NAVD 88
 GX0738
 GX0738  VERT ORDER  -  FIRST     CLASS II
 GX0738
 GX0738.The horizontal coordinates were scaled from a topographic map and have
 GX0738.an estimated accuracy of +/- 6 seconds.
 GX0738
 GX0738.The orthometric height was determined by differential leveling
 GX0738.and adjusted by the National Geodetic Survey in June 1991..
 GX0738
 GX0738.The geoid height was determined by GEOID03.
 GX0738
 GX0738.The dynamic height is computed by dividing the NAVD 88
 GX0738.geopotential number by the normal gravity value computed on the
 GX0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0738.degrees latitude (g = 980.6199 gals.).
 GX0738
 GX0738.The modeled gravity was interpolated from observed gravity values.
 GX0738
 GX0738;                    North         East    Units  Estimated Accuracy
 GX0738;SPC WV S     -    81,860.      607,540.      MT  (+/- 180 meters Scaled)
 GX0738
 GX0738                          SUPERSEDED SURVEY CONTROL
 GX0738
 GX0738  NGVD 29 (??/??/92)  407.206  (m)         1335.97   (f) ADJ UNCH    1 2
 GX0738
 GX0738.Superseded values are not recommended for survey control.
 GX0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0738.See file dsdata.txt to determine how the superseded data were derived.
 GX0738
 GX0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB075766(NAD 83)
 GX0738_MARKER: DB = BENCH MARK DISK
 GX0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0738_SP_SET: CULVERT
 GX0738_STAMPING: T 199 1958
 GX0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0738
 GX0738  HISTORY     - Date     Condition        Report By
 GX0738  HISTORY     - 1958     MONUMENTED       CGS
 GX0738
 GX0738                          STATION DESCRIPTION
 GX0738
 GX0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0738'5.8 MI N FROM HINTON.
 GX0738'ABOUT 5.8 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0738'FROM THE STATION AT HINTON, 1.55 MILES NORTH OF THE FLAG STATION
 GX0738'AT BROOKS, 0.2 MILE (351 YARDS) SOUTHEAST OF MILEPOST 363,
 GX0738'300 YARDS SOUTHEAST OF SIGNAL BRIDGE, 9 FEET NORTHEAST OF THE
 GX0738'NORTHEAST RAIL AND AT INSIDE OF A CURVE, ONE POLE SOUTHEAST
 GX0738'OF TELEPHONE POLE E 36, IN TOP OF THE SOUTHEAST END OF THE
 GX0738'NORTHEAST CONCRETE HEAD WALL OF A 36-INCH PIPE CULVERT, AND
 GX0738'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1893 ***********************************************************************
 HW1893  DESIGNATION -  T 2 RESET 1963
 HW1893  PID         -  HW1893
 HW1893  STATE/COUNTY-  WV/RANDOLPH
 HW1893  USGS QUAD   -  ELKINS (1995)
 HW1893
 HW1893                         *CURRENT SURVEY CONTROL
 HW1893  ___________________________________________________________________
 HW1893* NAD 83(1986)-  38 54 52.     (N)    079 51 53.     (W)     SCALED    
 HW1893* NAVD 88     -       588.278  (meters)    1930.04   (feet)  ADJUSTED  
 HW1893  ___________________________________________________________________
 HW1893  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HW1893  DYNAMIC HT  -         587.860 (meters)    1928.67  (feet)  COMP
 HW1893  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 HW1893
 HW1893  VERT ORDER  -  FIRST     CLASS II
 HW1893
 HW1893.The horizontal coordinates were scaled from a topographic map and have
 HW1893.an estimated accuracy of +/- 6 seconds.
 HW1893
 HW1893.The orthometric height was determined by differential leveling
 HW1893.and adjusted by the National Geodetic Survey in June 1991..
 HW1893
 HW1893.The geoid height was determined by GEOID03.
 HW1893
 HW1893.The dynamic height is computed by dividing the NAVD 88
 HW1893.geopotential number by the normal gravity value computed on the
 HW1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1893.degrees latitude (g = 980.6199 gals.).
 HW1893
 HW1893.The modeled gravity was interpolated from observed gravity values.
 HW1893
 HW1893;                    North         East    Units  Estimated Accuracy
 HW1893;SPC WV S     -   213,090.      698,460.      MT  (+/- 180 meters Scaled)
 HW1893
 HW1893                          SUPERSEDED SURVEY CONTROL
 HW1893
 HW1893  NGVD 29 (??/??/??)  588.45   (m)         1930.6    (f) RESET       3  
 HW1893
 HW1893.Superseded values are not recommended for survey control.
 HW1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1893.See file dsdata.txt to determine how the superseded data were derived.
 HW1893
 HW1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND984078(NAD 83)
 HW1893_MARKER: DB = BENCH MARK DISK
 HW1893_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HW1893_STAMPING: T 2 RESET 1963
 HW1893_MARK LOGO: CGS   
 HW1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1893+STABILITY: SURFACE MOTION
 HW1893
 HW1893  HISTORY     - Date     Condition        Report By
 HW1893  HISTORY     - 1963     MONUMENTED       WVHD
 HW1893  HISTORY     - 1972     GOOD             NGS
 HW1893  HISTORY     - 1983     GOOD             NGS
 HW1893
 HW1893                          STATION DESCRIPTION
 HW1893
 HW1893'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1963
 HW1893'1.1 MI SW FROM ELKINS.
 HW1893'1.1 MILE SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1893'STATION AT ELKINS, RANDOLPH COUNTY, 200 FEET FROM ELKINS JUNCTION,
 HW1893'IN THE FACE OF THE WESTERN MOST FOOTER OF THE CONCRETE CRIB OVERHEAD
 HW1893'BRIDGE ON THE HIGHWAY TO THE I.O.O.F. HOME, SECONDARY ROAD NO. 21,
 HW1893'RANDOLPH COUNTY, 51 FEET NORTH OF THE CENTERLINE OF THE ROAD
 HW1893'AND ABOUT 1 FOOT BELOW THE TOP OF THE FOOTER, AND SET VERTICALLY.
 HW1893
 HW1893                          STATION RECOVERY (1972)
 HW1893
 HW1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HW1893'RECOVERED IN GOOD CONDITION.
 HW1893
 HW1893                          STATION RECOVERY (1983)
 HW1893
 HW1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0394 ***********************************************************************
 GX0394  DESIGNATION -  T 200
 GX0394  PID         -  GX0394
 GX0394  STATE/COUNTY-  WV/MONROE
 GX0394  USGS QUAD   -  PETERSTOWN (1984)
 GX0394
 GX0394                         *CURRENT SURVEY CONTROL
 GX0394  ___________________________________________________________________
 GX0394* NAD 83(1986)-  37 29 42.     (N)    080 45 52.     (W)     SCALED    
 GX0394* NAVD 88     -       495.974  (meters)    1627.21   (feet)  ADJUSTED  
 GX0394  ___________________________________________________________________
 GX0394  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX0394  DYNAMIC HT  -         495.555 (meters)    1625.83  (feet)  COMP
 GX0394  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 GX0394
 GX0394  VERT ORDER  -  FIRST     CLASS II
 GX0394
 GX0394.The horizontal coordinates were scaled from a topographic map and have
 GX0394.an estimated accuracy of +/- 6 seconds.
 GX0394
 GX0394.The orthometric height was determined by differential leveling
 GX0394.and adjusted by the National Geodetic Survey in June 1991..
 GX0394
 GX0394.The geoid height was determined by GEOID03.
 GX0394
 GX0394.The dynamic height is computed by dividing the NAVD 88
 GX0394.geopotential number by the normal gravity value computed on the
 GX0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0394.degrees latitude (g = 980.6199 gals.).
 GX0394
 GX0394.The modeled gravity was interpolated from observed gravity values.
 GX0394
 GX0394;                    North         East    Units  Estimated Accuracy
 GX0394;SPC WV S     -    54,970.      620,830.      MT  (+/- 180 meters Scaled)
 GX0394
 GX0394                          SUPERSEDED SURVEY CONTROL
 GX0394
 GX0394  NGVD 29 (??/??/92)  496.115  (m)         1627.67   (f) ADJ UNCH    1 2
 GX0394
 GX0394.Superseded values are not recommended for survey control.
 GX0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0394.See file dsdata.txt to determine how the superseded data were derived.
 GX0394
 GX0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB208498(NAD 83)
 GX0394_MARKER: DB = BENCH MARK DISK
 GX0394_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX0394_STAMPING: T 200 1958
 GX0394_MARK LOGO: CGS   
 GX0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0394+STABILITY: SURFACE MOTION
 GX0394
 GX0394  HISTORY     - Date     Condition        Report By
 GX0394  HISTORY     - 1958     MONUMENTED       CGS
 GX0394  HISTORY     - 1984     GOOD             NGS
 GX0394
 GX0394                          STATION DESCRIPTION
 GX0394
 GX0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0394'1.6 MI NE FROM BALLARD.
 GX0394'1.65 MILES NORTHEAST ALONG STATE HIGHWAY 12 FROM THE ELEMENTARY
 GX0394'SCHOOL AT BALLARD, ABOUT 1.25 MILES SOUTH ALONG HIGHWAY 12 FROM
 GX0394'THE POST OFFICE AND ROAD JUNCTION AT RED SULPHUR SPRINGS, 0.2
 GX0394'MILE SOUTH OF A TWO-STORY CONCRETE BLOCK HOUSE, 0.2 MILE NORTH OF
 GX0394'THE Y JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, 21 FEET WEST OF
 GX0394'CENTER LINE OF HIGHWAY, IN TOP OF THE NORTH END OF THE WEST HEAD
 GX0394'WALL OF A 50-INCH PIPE CULVERT UNDER THE HIGHWAY, AND ABOUT LEVEL
 GX0394'WITH THE HIGHWAY.
 GX0394
 GX0394                          STATION RECOVERY (1984)
 GX0394
 GX0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0695 ***********************************************************************
 GX0695  DESIGNATION -  T 201
 GX0695  PID         -  GX0695
 GX0695  STATE/COUNTY-  WV/SUMMERS
 GX0695  USGS QUAD   -  ALDERSON (1976)
 GX0695
 GX0695                         *CURRENT SURVEY CONTROL
 GX0695  ___________________________________________________________________
 GX0695* NAD 83(1986)-  37 40 40.     (N)    080 41 36.     (W)     SCALED    
 GX0695* NAVD 88     -       462.538  (meters)    1517.51   (feet)  ADJUSTED  
 GX0695  ___________________________________________________________________
 GX0695  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX0695  DYNAMIC HT  -         462.154 (meters)    1516.25  (feet)  COMP
 GX0695  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GX0695
 GX0695  VERT ORDER  -  FIRST     CLASS II
 GX0695
 GX0695.The horizontal coordinates were scaled from a topographic map and have
 GX0695.an estimated accuracy of +/- 6 seconds.
 GX0695
 GX0695.The orthometric height was determined by differential leveling
 GX0695.and adjusted by the National Geodetic Survey in June 1991..
 GX0695
 GX0695.The geoid height was determined by GEOID03.
 GX0695
 GX0695.The dynamic height is computed by dividing the NAVD 88
 GX0695.geopotential number by the normal gravity value computed on the
 GX0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0695.degrees latitude (g = 980.6199 gals.).
 GX0695
 GX0695.The modeled gravity was interpolated from observed gravity values.
 GX0695
 GX0695;                    North         East    Units  Estimated Accuracy
 GX0695;SPC WV S     -    75,270.      627,050.      MT  (+/- 180 meters Scaled)
 GX0695
 GX0695                          SUPERSEDED SURVEY CONTROL
 GX0695
 GX0695  NGVD 29 (??/??/92)  462.701  (m)         1518.04   (f) ADJ UNCH    1 2
 GX0695
 GX0695.Superseded values are not recommended for survey control.
 GX0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0695.See file dsdata.txt to determine how the superseded data were derived.
 GX0695
 GX0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB270701(NAD 83)
 GX0695_MARKER: DB = BENCH MARK DISK
 GX0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0695_STAMPING: T 201 1958
 GX0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0695+STABILITY: SURFACE MOTION
 GX0695
 GX0695  HISTORY     - Date     Condition        Report By
 GX0695  HISTORY     - 1958     MONUMENTED       CGS
 GX0695  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0695
 GX0695                          STATION DESCRIPTION
 GX0695
 GX0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0695'1.8 MI E FROM PENCE SPRINGS.
 GX0695'ABOUT 1.8 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0695'THE CROSSING OF A BLACK TOP ROAD AT PENCE SPRINGS, 0.45 MILE EAST
 GX0695'OF MILEPOST 342, AT A PRIVATE ROAD CROSSING AT RIFFE, 63 FEET
 GX0695'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 9 FEET
 GX0695'NORTHEAST OF CENTER LINE OF CROSSING, 94 FEET SOUTHEAST OF AND
 GX0695'ACROSS THE TRACK FROM RIFFE STATION SIGN, 21 FEET SOUTHEAST OF
 GX0695'TELEPHONE POLE 598 WITH WIRES FROM THIS POLE CROSSING OVER THE
 GX0695'TRACK, 13 FEET NORTH OF THE CENTER OF A GATE FOR FARM ROAD, 1 FOOT
 GX0695'SOUTHWEST OF FENCE ALONG FARM LANE, 2 FEET SOUTHEAST OF A STEEL
 GX0695'WITNESS POST, ABOUT 9 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 GX0695'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GX0695
 GX0695                          STATION RECOVERY (1984)
 GX0695
 GX0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0695'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0695'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0049 ***********************************************************************
 GX0049  DESIGNATION -  T 202
 GX0049  PID         -  GX0049
 GX0049  STATE/COUNTY-  WV/GREENBRIER
 GX0049  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0049
 GX0049                         *CURRENT SURVEY CONTROL
 GX0049  ___________________________________________________________________
 GX0049* NAD 83(1986)-  37 47 03.     (N)    080 18 22.     (W)     SCALED    
 GX0049* NAVD 88     -       585.744  (meters)    1921.73   (feet)  ADJUSTED  
 GX0049  ___________________________________________________________________
 GX0049  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GX0049  DYNAMIC HT  -         585.255 (meters)    1920.12  (feet)  COMP
 GX0049  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 GX0049
 GX0049  VERT ORDER  -  FIRST     CLASS II
 GX0049
 GX0049.The horizontal coordinates were scaled from a topographic map and have
 GX0049.an estimated accuracy of +/- 6 seconds.
 GX0049
 GX0049.The orthometric height was determined by differential leveling
 GX0049.and adjusted by the National Geodetic Survey in June 1991..
 GX0049.WARNING-Repeat measurements at this control monument indicate possible
 GX0049.vertical movement.
 GX0049
 GX0049.The geoid height was determined by GEOID03.
 GX0049
 GX0049.The dynamic height is computed by dividing the NAVD 88
 GX0049.geopotential number by the normal gravity value computed on the
 GX0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0049.degrees latitude (g = 980.6199 gals.).
 GX0049
 GX0049.The modeled gravity was interpolated from observed gravity values.
 GX0049
 GX0049;                    North         East    Units  Estimated Accuracy
 GX0049;SPC WV S     -    87,260.      661,120.      MT  (+/- 180 meters Scaled)
 GX0049
 GX0049                          SUPERSEDED SURVEY CONTROL
 GX0049
 GX0049  NGVD 29 (??/??/92)  585.898  (m)         1922.23   (f) ADJ UNCH    1 2
 GX0049
 GX0049.Superseded values are not recommended for survey control.
 GX0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0049.See file dsdata.txt to determine how the superseded data were derived.
 GX0049
 GX0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB611820(NAD 83)
 GX0049_MARKER: DB = BENCH MARK DISK
 GX0049_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX0049_STAMPING: T 202 1958
 GX0049_MARK LOGO: CGS   
 GX0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0049
 GX0049  HISTORY     - Date     Condition        Report By
 GX0049  HISTORY     - 1958     MONUMENTED       CGS
 GX0049  HISTORY     - 1984     GOOD             NGS
 GX0049
 GX0049                          STATION DESCRIPTION
 GX0049
 GX0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0049'AT W SULPHUR SPRINGS.
 GX0049'AT WHITE SULPHUR SPRINGS, 0.2 MILE WEST ALONG THE CHESAPEAKE AND
 GX0049'OHIO RAILWAY FROM THE STATION, ABOUT 6 RAILS WEST OF MILEPOST
 GX0049'312, 6 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, SET
 GX0049'VERTICALLY IN THE SOUTH FACE OF THE NORTH PIER TO A OVERPASS OVER
 GX0049'THE TRACK, 3 FEET EAST OF THE WEST END OF THE PIER, 2 1/2 FEET
 GX0049'ABOVE THE GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 GX0049
 GX0049                          STATION RECOVERY (1984)
 GX0049
 GX0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1872 ***********************************************************************
 HX1872  DESIGNATION -  T 203
 HX1872  PID         -  HX1872
 HX1872  STATE/COUNTY-  WV/FAYETTE
 HX1872  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1872
 HX1872                         *CURRENT SURVEY CONTROL
 HX1872  ___________________________________________________________________
 HX1872* NAD 83(1986)-  38 08 48.     (N)    081 10 38.     (W)     SCALED    
 HX1872* NAVD 88     -       221.862  (meters)     727.89   (feet)  ADJUSTED  
 HX1872  ___________________________________________________________________
 HX1872  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HX1872  DYNAMIC HT  -         221.699 (meters)     727.36  (feet)  COMP
 HX1872  MODELED GRAV-     979,891.9   (mgal)                       NAVD 88
 HX1872
 HX1872  VERT ORDER  -  FIRST     CLASS II
 HX1872
 HX1872.The horizontal coordinates were scaled from a topographic map and have
 HX1872.an estimated accuracy of +/- 6 seconds.
 HX1872
 HX1872.The orthometric height was determined by differential leveling
 HX1872.and adjusted by the National Geodetic Survey in June 1991..
 HX1872
 HX1872.The geoid height was determined by GEOID03.
 HX1872
 HX1872.The dynamic height is computed by dividing the NAVD 88
 HX1872.geopotential number by the normal gravity value computed on the
 HX1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1872.degrees latitude (g = 980.6199 gals.).
 HX1872
 HX1872.The modeled gravity was interpolated from observed gravity values.
 HX1872
 HX1872;                    North         East    Units  Estimated Accuracy
 HX1872;SPC WV S     -   127,280.      584,470.      MT  (+/- 180 meters Scaled)
 HX1872
 HX1872                          SUPERSEDED SURVEY CONTROL
 HX1872
 HX1872  NGVD 29 (??/??/92)  222.045  (m)          728.49   (f) ADJ UNCH    1 2
 HX1872
 HX1872.Superseded values are not recommended for survey control.
 HX1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1872.See file dsdata.txt to determine how the superseded data were derived.
 HX1872
 HX1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC844221(NAD 83)
 HX1872_MARKER: DB = BENCH MARK DISK
 HX1872_SETTING: 66 = SET IN ROCK OUTCROP
 HX1872_SP_SET: ROCK CUT
 HX1872_STAMPING: T 203 1959
 HX1872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1872+STABILITY: POSITION/ELEVATION WELL
 HX1872
 HX1872  HISTORY     - Date     Condition        Report By
 HX1872  HISTORY     - 1959     MONUMENTED       CGS
 HX1872
 HX1872                          STATION DESCRIPTION
 HX1872
 HX1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1872'0.3 MI SE FROM GAULEY.
 HX1872'ABOUT 0.3 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1872'FROM THE STATION AT GAULEY, ABOUT 7 1/2 RAILS SOUTH OF MILEPOST
 HX1872'415, 34 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, SET
 HX1872'VERTICALLY IN THE EAST FACE OF A HUGE ROCK CUT, 12 FEET NORTH
 HX1872'OF THE SOUTHEAST CORNER OF THE ROCK WHERE THE MOUNTAIN WAS CUT
 HX1872'BACK TO MAKE ROOM FOR A SECTION HOUSE, 48 FEET NORTH OF THE
 HX1872'NORTHEAST CORNER OF THE SECTION HOUSE, AND ABOUT 2 FEET ABOVE
 HX1872'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1898 ***********************************************************************
 HX1898  DESIGNATION -  T 204
 HX1898  PID         -  HX1898
 HX1898  STATE/COUNTY-  WV/KANAWHA
 HX1898  USGS QUAD   -  MONTGOMERY (1976)
 HX1898
 HX1898                         *CURRENT SURVEY CONTROL
 HX1898  ___________________________________________________________________
 HX1898* NAD 83(1986)-  38 12 21.     (N)    081 22 19.     (W)     SCALED    
 HX1898* NAVD 88     -       190.481  (meters)     624.94   (feet)  ADJUSTED  
 HX1898  ___________________________________________________________________
 HX1898  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HX1898  DYNAMIC HT  -         190.347 (meters)     624.50  (feet)  COMP
 HX1898  MODELED GRAV-     979,923.4   (mgal)                       NAVD 88
 HX1898
 HX1898  VERT ORDER  -  FIRST     CLASS II
 HX1898
 HX1898.The horizontal coordinates were scaled from a topographic map and have
 HX1898.an estimated accuracy of +/- 6 seconds.
 HX1898
 HX1898.The orthometric height was determined by differential leveling
 HX1898.and adjusted by the National Geodetic Survey in June 1991..
 HX1898
 HX1898.The geoid height was determined by GEOID03.
 HX1898
 HX1898.The dynamic height is computed by dividing the NAVD 88
 HX1898.geopotential number by the normal gravity value computed on the
 HX1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1898.degrees latitude (g = 980.6199 gals.).
 HX1898
 HX1898.The modeled gravity was interpolated from observed gravity values.
 HX1898
 HX1898;                    North         East    Units  Estimated Accuracy
 HX1898;SPC WV S     -   133,900.      567,430.      MT  (+/- 180 meters Scaled)
 HX1898
 HX1898                          SUPERSEDED SURVEY CONTROL
 HX1898
 HX1898  NGVD 29 (??/??/92)  190.673  (m)          625.57   (f) ADJ UNCH    1 2
 HX1898
 HX1898.Superseded values are not recommended for survey control.
 HX1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1898.See file dsdata.txt to determine how the superseded data were derived.
 HX1898
 HX1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC674287(NAD 83)
 HX1898_MARKER: DB = BENCH MARK DISK
 HX1898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1898_SP_SET: ABUTMENT
 HX1898_STAMPING: T 204 1959
 HX1898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1898
 HX1898  HISTORY     - Date     Condition        Report By
 HX1898  HISTORY     - 1959     MONUMENTED       CGS
 HX1898
 HX1898                          STATION DESCRIPTION
 HX1898
 HX1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1898'4.2 MI SE FROM CEDAR GROVE.
 HX1898'ABOUT 4.25 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1898'FROM THE STATION AT CEDAR GROVE, ALSO ABOUT 4.55 MILES WEST ALONG
 HX1898'THE N. Y. C. RR. FROM THE STATION AT SMITHERS, FAYETTE COUNTY,
 HX1898'ABOUT 0.85 MILE NORTHWEST OF THE NORTHEAST END OF THE LONDON LOCK
 HX1898'AND DAM (LOCK NO. 3, KANAWHA RIVER), 0.45 MILE NORTHWEST OF
 HX1898'MILEPOST 149, AT THE SOUTHEAST END OF HUGHESTON, 6 FEET NORTHEAST
 HX1898'OF THE NORTHEAST RAIL, IN TOP OF THE NORTHEAST END OF THE
 HX1898'NORTHEAST ABUTMENT TO THE RAILROAD BRIDGE OVER HUGHES CREEK, 2
 HX1898'FEET SOUTHEAST OF THE NORTHEAST END OF THE ABUTMENT, 2 1/2 FEET
 HX1898'NORTHWEST OF THE SOUTHEAST EDGE OF THE ABUTMENT, AND ABOUT 4 1/2
 HX1898'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2781 ***********************************************************************
 HX2781  DESIGNATION -  T 205 RESET 1975
 HX2781  PID         -  HX2781
 HX2781  STATE/COUNTY-  WV/KANAWHA
 HX2781  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2781
 HX2781                         *CURRENT SURVEY CONTROL
 HX2781  ___________________________________________________________________
 HX2781* NAD 83(1986)-  38 19 24.     (N)    081 34 13.     (W)     SCALED    
 HX2781* NAVD 88     -       185.27   (+/-2cm)     607.8    (feet)  VERTCON   
 HX2781  ___________________________________________________________________
 HX2781  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HX2781
 HX2781  VERT ORDER  -  THIRD (See Below)
 HX2781
 HX2781.The horizontal coordinates were scaled from a topographic map and have
 HX2781.an estimated accuracy of +/- 6 seconds.
 HX2781
 HX2781.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2781.The vertical order pertains to the NGVD 29 superseded value.
 HX2781
 HX2781.The geoid height was determined by GEOID03.
 HX2781
 HX2781;                    North         East    Units  Estimated Accuracy
 HX2781;SPC WV S     -   147,030.      550,140.      MT  (+/- 180 meters Scaled)
 HX2781
 HX2781                          SUPERSEDED SURVEY CONTROL
 HX2781
 HX2781  NGVD 29 (09/25/03)  185.46   (m)          608.5    (f) RESET       3  
 HX2781
 HX2781.Superseded values are not recommended for survey control.
 HX2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2781.See file dsdata.txt to determine how the superseded data were derived.
 HX2781
 HX2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC501418(NAD 83)
 HX2781_MARKER: DB = BENCH MARK DISK
 HX2781_SETTING: 66 = SET IN ROCK OUTCROP
 HX2781_SP_SET: SET IN ROCK OUTCROP
 HX2781_STAMPING: T 205 RESET 1975
 HX2781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2781+STABILITY: POSITION/ELEVATION WELL
 HX2781
 HX2781  HISTORY     - Date     Condition        Report By
 HX2781  HISTORY     - 1975     MONUMENTED       NGS
 HX2781
 HX2781                          STATION DESCRIPTION
 HX2781
 HX2781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HX2781'2.5 MI SE FROM CHARLESTON.
 HX2781'FROM STATE CAPITOL BUILDING IN CHARLESTON, GO SOUTHEAST ON KANAWHA
 HX2781'BOULEVARD FOR 2.5 MILES TO SNOW HILL DRIVE ON THE LEFT AND IN THE
 HX2781'FACE OF A SHEER CLIFF TO THE SOUTHEAST OF THE POINT WHERE SNOW HILL
 HX2781'DRIVE STARTS UP A CANYON, 177 FEET SOUTHEAST OF THE CENTER OF SNOW
 HX2781'HILL DRIVE, 116 FEET NORTH OF THE CENTER OF INTERSTATE HIGHWAY 77,
 HX2781'AND 45 FEET EAST OF A POWERLINE POLE NUMBERED 215A305.
 HX2781'THE MARK IS 2 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0785 ***********************************************************************
 GX0785  CBN         -  This is a Cooperative Base Network Control Station.
 GX0785  DESIGNATION -  T 206
 GX0785  PID         -  GX0785
 GX0785  STATE/COUNTY-  WV/FAYETTE
 GX0785  USGS QUAD   -  DANESE (1987)
 GX0785
 GX0785                         *CURRENT SURVEY CONTROL
 GX0785  ___________________________________________________________________
 GX0785* NAD 83(1995)-  37 57 28.50336(N)    080 55 07.59431(W)     ADJUSTED  
 GX0785* NAVD 88     -       797.915  (meters)    2617.83   (feet)  ADJUSTED  
 GX0785  ___________________________________________________________________
 GX0785  X           -     794,839.957 (meters)                     COMP
 GX0785  Y           -  -4,972,786.156 (meters)                     COMP
 GX0785  Z           -   3,902,233.793 (meters)                     COMP
 GX0785  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 GX0785  ELLIP HEIGHT-         766.83  (meters)          (04/23/01) GPS OBS
 GX0785  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX0785  DYNAMIC HT  -         797.250 (meters)    2615.64  (feet)  COMP
 GX0785  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GX0785
 GX0785  HORZ ORDER  -  A
 GX0785  VERT ORDER  -  SECOND    CLASS 0
 GX0785  ELLP ORDER  -  FOURTH    CLASS I
 GX0785
 GX0785.The horizontal coordinates were established by GPS observations
 GX0785.and adjusted by the National Geodetic Survey in April 2001..
 GX0785
 GX0785.The orthometric height was determined by differential leveling
 GX0785.and adjusted by the National Geodetic Survey in June 1991..
 GX0785
 GX0785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX0785
 GX0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0785
 GX0785.The ellipsoidal height was determined by GPS observations
 GX0785.and is referenced to NAD 83.
 GX0785
 GX0785.The geoid height was determined by GEOID03.
 GX0785
 GX0785.The dynamic height is computed by dividing the NAVD 88
 GX0785.geopotential number by the normal gravity value computed on the
 GX0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0785.degrees latitude (g = 980.6199 gals.).
 GX0785
 GX0785.The modeled gravity was interpolated from observed gravity values.
 GX0785
 GX0785;                    North         East     Units Scale Factor Converg.
 GX0785;SPC WV S     -   106,320.511   607,137.685   MT  0.99993345   +0 03 00.8
 GX0785;UTM  17      - 4,201,149.018   507,135.307   MT  0.99960063   +0 02 59.9
 GX0785
 GX0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0785!SPC WV S     -   0.99987969  x   0.99993345  =   0.99981315
 GX0785!UTM  17      -   0.99987969  x   0.99960063  =   0.99948037
 GX0785
 GX0785                          SUPERSEDED SURVEY CONTROL
 GX0785
 GX0785  NAVD 88 (04/23/01)  797.91   (m)         2617.8    (f) LEVELING    3  
 GX0785  NGVD 29 (??/??/92)  798.060  (m)         2618.30   (f) ADJ UNCH    2 0
 GX0785
 GX0785.Superseded values are not recommended for survey control.
 GX0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0785.See file dsdata.txt to determine how the superseded data were derived.
 GX0785
 GX0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC0713501149(NAD 83)
 GX0785_MARKER: DB = BENCH MARK DISK
 GX0785_SETTING: 66 = SET IN ROCK OUTCROP
 GX0785_SP_SET: ROCK OUTCROP
 GX0785_STAMPING: T 206 1961
 GX0785_MARK LOGO: CGS   
 GX0785_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX0785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0785+STABILITY: POSITION/ELEVATION WELL
 GX0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX0785+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GX0785
 GX0785  HISTORY     - Date     Condition        Report By
 GX0785  HISTORY     - 1961     MONUMENTED       CGS
 GX0785  HISTORY     - 20000323 GOOD             WVHD
 GX0785  HISTORY     - 20060309 GOOD             GREOMA
 GX0785
 GX0785                          STATION DESCRIPTION
 GX0785
 GX0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0785'2.4 MI S FROM LANDISBURG.
 GX0785'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0785'AT LANDISBURG, ABOUT 2.35 MILE NORTH OF THE POST OFFICE AT DANESE,
 GX0785'NEAR THE WEST CORNER OF THE ZACKAFOOSE MEMORIAL CHURCH, SET IN
 GX0785'THE TOP OF A LARGE FLAT OUTCROP, 105 FEET NORTHWEST OF THE CENTER
 GX0785'LINE OF THE HIGHWAY, 15 FEET WEST OF THE WEST CORNER OF THE CHURCH
 GX0785'BUILDING AND ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX0785
 GX0785                          STATION RECOVERY (2000)
 GX0785
 GX0785'RECOVERY NOTE BY WEST VIRGINIA HIGHWAY DEPARTMENT 2000 (TL)
 GX0785'RECOVERED AS DESCRIBED.
 GX0785
 GX0785                          STATION RECOVERY (2006)
 GX0785
 GX0785'RECOVERY NOTE BY GREENHORNE-OMARA 2006 (TDT)
 GX0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0792 ***********************************************************************
 GX0792  DESIGNATION -  T 207
 GX0792  PID         -  GX0792
 GX0792  STATE/COUNTY-  WV/FAYETTE
 GX0792  USGS QUAD   -  RAINELLE (1976)
 GX0792
 GX0792                         *CURRENT SURVEY CONTROL
 GX0792  ___________________________________________________________________
 GX0792* NAD 83(1986)-  37 53 56.     (N)    080 52 19.     (W)     SCALED    
 GX0792* NAVD 88     -       888.527  (meters)    2915.11   (feet)  ADJUSTED  
 GX0792  ___________________________________________________________________
 GX0792  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX0792  DYNAMIC HT  -         887.784 (meters)    2912.67  (feet)  COMP
 GX0792  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 GX0792
 GX0792  VERT ORDER  -  SECOND    CLASS 0
 GX0792
 GX0792.The horizontal coordinates were scaled from a topographic map and have
 GX0792.an estimated accuracy of +/- 6 seconds.
 GX0792
 GX0792.The orthometric height was determined by differential leveling
 GX0792.and adjusted by the National Geodetic Survey in June 1991..
 GX0792
 GX0792.The geoid height was determined by GEOID03.
 GX0792
 GX0792.The dynamic height is computed by dividing the NAVD 88
 GX0792.geopotential number by the normal gravity value computed on the
 GX0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0792.degrees latitude (g = 980.6199 gals.).
 GX0792
 GX0792.The modeled gravity was interpolated from observed gravity values.
 GX0792
 GX0792;                    North         East    Units  Estimated Accuracy
 GX0792;SPC WV S     -    99,770.      611,260.      MT  (+/- 180 meters Scaled)
 GX0792
 GX0792                          SUPERSEDED SURVEY CONTROL
 GX0792
 GX0792  NGVD 29 (??/??/92)  888.676  (m)         2915.60   (f) ADJ UNCH    2 0
 GX0792
 GX0792.Superseded values are not recommended for survey control.
 GX0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0792.See file dsdata.txt to determine how the superseded data were derived.
 GX0792
 GX0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB112946(NAD 83)
 GX0792_MARKER: DB = BENCH MARK DISK
 GX0792_SETTING: 66 = SET IN ROCK OUTCROP
 GX0792_SP_SET: ROCK CUT
 GX0792_STAMPING: T 207 1961
 GX0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0792+STABILITY: POSITION/ELEVATION WELL
 GX0792
 GX0792  HISTORY     - Date     Condition        Report By
 GX0792  HISTORY     - 1961     MONUMENTED       CGS
 GX0792
 GX0792                          STATION DESCRIPTION
 GX0792
 GX0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0792'3.4 MI SE FROM DANESE.
 GX0792'ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0792'AT DANESE, THENCE 3.25 MILES SOUTHEAST ALONG A BLACK TOP ROAD
 GX0792'LEADING TO MEADOW BRIDGE, ABOUT 2.55 MILES NORTHWEST OF THE HIGH
 GX0792'SCHOOL AT MEADOW BRIDGE, ON THE SOUTH SLOPE OF A MOUNTAIN, AT THE
 GX0792'INSIDE OF A SHARP CURVE, SET VERTICALLY IN THE SOUTHEAST FACE OF
 GX0792'A LARGE ROCK CUT, 30 FEET NORTHWEST OF THE CENTER LINE OF THE
 GX0792'ROAD, 90 FEET SOUTHEAST OF THE NORTHWEST END OF THE CUT, 3 FEET
 GX0792'ABOVE THE LEVEL OF THE GROUND AND 5 FEET ABOVE THE LEVEL OF THE
 GX0792'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0816 ***********************************************************************
 GX0816  DESIGNATION -  T 208
 GX0816  PID         -  GX0816
 GX0816  STATE/COUNTY-  WV/FAYETTE
 GX0816  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0816
 GX0816                         *CURRENT SURVEY CONTROL
 GX0816  ___________________________________________________________________
 GX0816* NAD 83(1986)-  37 51 08.     (N)    080 51 26.     (W)     SCALED    
 GX0816* NAVD 88     -       739.269  (meters)    2425.42   (feet)  ADJUSTED  
 GX0816  ___________________________________________________________________
 GX0816  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX0816  DYNAMIC HT  -         738.654 (meters)    2423.40  (feet)  COMP
 GX0816  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 GX0816
 GX0816  VERT ORDER  -  SECOND    CLASS 0
 GX0816
 GX0816.The horizontal coordinates were scaled from a topographic map and have
 GX0816.an estimated accuracy of +/- 6 seconds.
 GX0816
 GX0816.The orthometric height was determined by differential leveling
 GX0816.and adjusted by the National Geodetic Survey in June 1991..
 GX0816
 GX0816.The geoid height was determined by GEOID03.
 GX0816
 GX0816.The dynamic height is computed by dividing the NAVD 88
 GX0816.geopotential number by the normal gravity value computed on the
 GX0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0816.degrees latitude (g = 980.6199 gals.).
 GX0816
 GX0816.The modeled gravity was interpolated from observed gravity values.
 GX0816
 GX0816;                    North         East    Units  Estimated Accuracy
 GX0816;SPC WV S     -    94,600.      612,570.      MT  (+/- 180 meters Scaled)
 GX0816
 GX0816                          SUPERSEDED SURVEY CONTROL
 GX0816
 GX0816  NGVD 29 (??/??/92)  739.422  (m)         2425.92   (f) ADJ UNCH    2 0
 GX0816
 GX0816.Superseded values are not recommended for survey control.
 GX0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0816.See file dsdata.txt to determine how the superseded data were derived.
 GX0816
 GX0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB125894(NAD 83)
 GX0816_MARKER: DB = BENCH MARK DISK
 GX0816_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0816_SP_SET: UNSPECIFIED ROCK
 GX0816_STAMPING: T 208 1961
 GX0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0816
 GX0816  HISTORY     - Date     Condition        Report By
 GX0816  HISTORY     - 1961     MONUMENTED       CGS
 GX0816
 GX0816                          STATION DESCRIPTION
 GX0816
 GX0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0816'0.4 MI SE FROM MEADOW BRIDGE.
 GX0816'ABOUT 0.45 MILE SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0816'CHESAPEAKE AND OHIO RAILWAY STATION AT MEADOW BRIDGE, ABOUT
 GX0816'0.45 MILE NORTHWEST OF THE SUMMERS-FAYETTE COUNTY LINE, ABOUT
 GX0816'0.3 MILE NORTHWEST OF THE JUNCTION OF A BLACK TOP ROAD LEADING
 GX0816'SOUTH, ABOUT 130 YARDS SOUTHEAST OF THE JUNCTION OF CLAYPOOL
 GX0816'ROAD, AT THE INSIDE OF A LONG CURVE, SET ON TOP AND ABOUT IN
 GX0816'THE CENTER OF A FLAT ROCK THAT IS 10 FEET LONG AND 6 FEET WIDE,
 GX0816'34 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 GX0816'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0972 ***********************************************************************
 GX0972  DESIGNATION -  T 209
 GX0972  PID         -  GX0972
 GX0972  STATE/COUNTY-  WV/FAYETTE
 GX0972  USGS QUAD   -  RAINELLE (1976)
 GX0972
 GX0972                         *CURRENT SURVEY CONTROL
 GX0972  ___________________________________________________________________
 GX0972* NAD 83(1986)-  37 57 47.     (N)    080 50 39.     (W)     SCALED    
 GX0972* NAVD 88     -       833.961  (meters)    2736.09   (feet)  ADJUSTED  
 GX0972  ___________________________________________________________________
 GX0972  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX0972  DYNAMIC HT  -         833.261 (meters)    2733.79  (feet)  COMP
 GX0972  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 GX0972
 GX0972  VERT ORDER  -  SECOND    CLASS 0
 GX0972
 GX0972.The horizontal coordinates were scaled from a topographic map and have
 GX0972.an estimated accuracy of +/- 6 seconds.
 GX0972
 GX0972.The orthometric height was determined by differential leveling
 GX0972.and adjusted by the National Geodetic Survey in June 1991..
 GX0972
 GX0972.The geoid height was determined by GEOID03.
 GX0972
 GX0972.The dynamic height is computed by dividing the NAVD 88
 GX0972.geopotential number by the normal gravity value computed on the
 GX0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0972.degrees latitude (g = 980.6199 gals.).
 GX0972
 GX0972.The modeled gravity was interpolated from observed gravity values.
 GX0972
 GX0972;                    North         East    Units  Estimated Accuracy
 GX0972;SPC WV S     -   106,900.      613,690.      MT  (+/- 180 meters Scaled)
 GX0972
 GX0972                          SUPERSEDED SURVEY CONTROL
 GX0972
 GX0972  NGVD 29 (??/??/92)  834.100  (m)         2736.54   (f) ADJ UNCH    2 0
 GX0972
 GX0972.Superseded values are not recommended for survey control.
 GX0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0972.See file dsdata.txt to determine how the superseded data were derived.
 GX0972
 GX0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC136017(NAD 83)
 GX0972_MARKER: DB = BENCH MARK DISK
 GX0972_SETTING: 66 = SET IN ROCK OUTCROP
 GX0972_SP_SET: ROCK CUT
 GX0972_STAMPING: T 209 1961
 GX0972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0972+STABILITY: POSITION/ELEVATION WELL
 GX0972
 GX0972  HISTORY     - Date     Condition        Report By
 GX0972  HISTORY     - 1961     MONUMENTED       CGS
 GX0972
 GX0972                          STATION DESCRIPTION
 GX0972
 GX0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0972'6 MI SW FROM RAINELLE.
 GX0972'ABOUT 4.55 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GX0972'STATE HIGHWAY 20 AT RAINELLE, THENCE 1.4 MILES SOUTH ALONG GLADE
 GX0972'CREEK ROAD (COUNTY ROUTE 16), ABOUT 0.4 MILE NORTH OF THE JUNCTION
 GX0972'OF A DIM MOUNTAIN ROAD LEADING WEST, ABOUT 0.3 MILE SOUTH OF THE
 GX0972'JUNCTION OF A NARROW DIRT ROAD LEADING NORTHEAST, SET VERTICALLY
 GX0972'IN THE EAST FACE OF A ROCK CUT, 12 FEET WEST OF THE CENTER LINE
 GX0972'OF THE ROAD, 21 FEET SOUTH OF THE NORTH END OF THE CUT AND 1 FOOT
 GX0972'ABOVE THE LEVEL OF THE GROUND AND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0845 ***********************************************************************
 GX0845  DESIGNATION -  T 210
 GX0845  PID         -  GX0845
 GX0845  STATE/COUNTY-  WV/SUMMERS
 GX0845  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0845
 GX0845                         *CURRENT SURVEY CONTROL
 GX0845  ___________________________________________________________________
 GX0845* NAD 83(1986)-  37 46 01.     (N)    080 52 18.     (W)     SCALED    
 GX0845* NAVD 88     -       461.801  (meters)    1515.09   (feet)  ADJUSTED  
 GX0845  ___________________________________________________________________
 GX0845  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0845  DYNAMIC HT  -         461.432 (meters)    1513.88  (feet)  COMP
 GX0845  MODELED GRAV-     979,816.0   (mgal)                       NAVD 88
 GX0845
 GX0845  VERT ORDER  -  SECOND    CLASS 0
 GX0845
 GX0845.The horizontal coordinates were scaled from a topographic map and have
 GX0845.an estimated accuracy of +/- 6 seconds.
 GX0845
 GX0845.The orthometric height was determined by differential leveling
 GX0845.and adjusted by the National Geodetic Survey in June 1991..
 GX0845
 GX0845.The geoid height was determined by GEOID03.
 GX0845
 GX0845.The dynamic height is computed by dividing the NAVD 88
 GX0845.geopotential number by the normal gravity value computed on the
 GX0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0845.degrees latitude (g = 980.6199 gals.).
 GX0845
 GX0845.The modeled gravity was interpolated from observed gravity values.
 GX0845
 GX0845;                    North         East    Units  Estimated Accuracy
 GX0845;SPC WV S     -    85,130.      611,310.      MT  (+/- 180 meters Scaled)
 GX0845
 GX0845                          SUPERSEDED SURVEY CONTROL
 GX0845
 GX0845  NGVD 29 (??/??/92)  461.976  (m)         1515.67   (f) ADJ UNCH    2 0
 GX0845
 GX0845.Superseded values are not recommended for survey control.
 GX0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0845.See file dsdata.txt to determine how the superseded data were derived.
 GX0845
 GX0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB113799(NAD 83)
 GX0845_MARKER: DB = BENCH MARK DISK
 GX0845_SETTING: 66 = SET IN ROCK OUTCROP
 GX0845_SP_SET: ROCK CUT
 GX0845_STAMPING: T 210 1961
 GX0845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0845+STABILITY: POSITION/ELEVATION WELL
 GX0845
 GX0845  HISTORY     - Date     Condition        Report By
 GX0845  HISTORY     - 1961     MONUMENTED       CGS
 GX0845
 GX0845                          STATION DESCRIPTION
 GX0845
 GX0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0845'1.8 MI SE FROM SANDSTONE.
 GX0845'0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE CHESAPEAKE AND
 GX0845'OHIO RAILWAY STATION AT SANDSTONE, THENCE 1.45 MILES SOUTHEAST
 GX0845'ALONG THE SANDSTONE-RAMP ROAD, 0.35 MILE SOUTHEAST OF THE CHURCH
 GX0845'OF CHRIST, NEAR THE SOUTHEAST END OF A CURVE, SET VERTICALLY
 GX0845'IN THE SOUTHWEST FACE OF A LONG ROCK CUT, 15 FEET NORTHEAST OF
 GX0845'THE CENTER LINE OF THE ROAD, ABOUT 70 YARDS NORTHWEST OF THE
 GX0845'SOUTHEAST END OF THE ROCK CUT AND 2 FEET ABOVE THE LEVEL OF THE
 GX0845'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0885 ***********************************************************************
 GX0885  DESIGNATION -  T 211
 GX0885  PID         -  GX0885
 GX0885  STATE/COUNTY-  WV/SUMMERS
 GX0885  USGS QUAD   -  TALCOTT (1968)
 GX0885
 GX0885                         *CURRENT SURVEY CONTROL
 GX0885  ___________________________________________________________________
 GX0885* NAD 83(1986)-  37 42 38.     (N)    080 46 35.     (W)     SCALED    
 GX0885* NAVD 88     -       825.460  (meters)    2708.20   (feet)  ADJUSTED  
 GX0885  ___________________________________________________________________
 GX0885  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX0885  DYNAMIC HT  -         824.744 (meters)    2705.85  (feet)  COMP
 GX0885  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 GX0885
 GX0885  VERT ORDER  -  SECOND    CLASS 0
 GX0885
 GX0885.The horizontal coordinates were scaled from a topographic map and have
 GX0885.an estimated accuracy of +/- 6 seconds.
 GX0885
 GX0885.The orthometric height was determined by differential leveling
 GX0885.and adjusted by the National Geodetic Survey in June 1991..
 GX0885
 GX0885.The geoid height was determined by GEOID03.
 GX0885
 GX0885.The dynamic height is computed by dividing the NAVD 88
 GX0885.geopotential number by the normal gravity value computed on the
 GX0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0885.degrees latitude (g = 980.6199 gals.).
 GX0885
 GX0885.The modeled gravity was interpolated from observed gravity values.
 GX0885
 GX0885;                    North         East    Units  Estimated Accuracy
 GX0885;SPC WV S     -    78,890.      619,720.      MT  (+/- 180 meters Scaled)
 GX0885
 GX0885                          SUPERSEDED SURVEY CONTROL
 GX0885
 GX0885  NGVD 29 (??/??/92)  825.601  (m)         2708.66   (f) ADJ UNCH    2 0
 GX0885
 GX0885.Superseded values are not recommended for survey control.
 GX0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0885.See file dsdata.txt to determine how the superseded data were derived.
 GX0885
 GX0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB197737(NAD 83)
 GX0885_MARKER: DB = BENCH MARK DISK
 GX0885_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0885_SP_SET: UNSPECIFIED ROCK
 GX0885_STAMPING: T 211 1961
 GX0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0885
 GX0885  HISTORY     - Date     Condition        Report By
 GX0885  HISTORY     - 1961     MONUMENTED       CGS
 GX0885
 GX0885                          STATION DESCRIPTION
 GX0885
 GX0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0885'AT JUDSON.
 GX0885'AT JUDSON, 0.1 MILE WEST ALONG A BLACK TOP ROAD FROM A T JUNCTION,
 GX0885'0.15 MILE WEST OF THE FOX SCHOOL, AT THE INSIDE OF A SHARP CURVE,
 GX0885'NEAR A ONE-STORY HOUSE WITH BRICK SIDING, SET ON THE TOP OF A
 GX0885'ROCK THAT IS 20 FEET LONG-6 FEET WIDE AND IS 2 1/2 FEET HIGH
 GX0885'AT THE WEST END AND FLUSH WITH THE GROUND AT OTHER END, 51 FEET
 GX0885'EAST OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF THE WEST
 GX0885'END OF THE ROCK AND 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0865 ***********************************************************************
 GX0865  DESIGNATION -  T 212
 GX0865  PID         -  GX0865
 GX0865  STATE/COUNTY-  WV/SUMMERS
 GX0865  USGS QUAD   -  TALCOTT (1968)
 GX0865
 GX0865                         *CURRENT SURVEY CONTROL
 GX0865  ___________________________________________________________________
 GX0865* NAD 83(1986)-  37 43 22.     (N)    080 45 11.     (W)     SCALED    
 GX0865* NAVD 88     -       842.995  (meters)    2765.73   (feet)  ADJUSTED  
 GX0865  ___________________________________________________________________
 GX0865  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX0865  DYNAMIC HT  -         842.267 (meters)    2763.34  (feet)  COMP
 GX0865  MODELED GRAV-     979,736.3   (mgal)                       NAVD 88
 GX0865
 GX0865  VERT ORDER  -  SECOND    CLASS 0
 GX0865
 GX0865.The horizontal coordinates were scaled from a topographic map and have
 GX0865.an estimated accuracy of +/- 6 seconds.
 GX0865
 GX0865.The orthometric height was determined by differential leveling
 GX0865.and adjusted by the National Geodetic Survey in June 1991..
 GX0865
 GX0865.The geoid height was determined by GEOID03.
 GX0865
 GX0865.The dynamic height is computed by dividing the NAVD 88
 GX0865.geopotential number by the normal gravity value computed on the
 GX0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0865.degrees latitude (g = 980.6199 gals.).
 GX0865
 GX0865.The modeled gravity was interpolated from observed gravity values.
 GX0865
 GX0865;                    North         East    Units  Estimated Accuracy
 GX0865;SPC WV S     -    80,250.      621,770.      MT  (+/- 180 meters Scaled)
 GX0865
 GX0865                          SUPERSEDED SURVEY CONTROL
 GX0865
 GX0865  NGVD 29 (??/??/92)  843.141  (m)         2766.21   (f) ADJ UNCH    2 0
 GX0865
 GX0865.Superseded values are not recommended for survey control.
 GX0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0865.See file dsdata.txt to determine how the superseded data were derived.
 GX0865
 GX0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB217750(NAD 83)
 GX0865_MARKER: DB = BENCH MARK DISK
 GX0865_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0865_SP_SET: UNSPECIFIED ROCK
 GX0865_STAMPING: T 212 1961
 GX0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0865
 GX0865  HISTORY     - Date     Condition        Report By
 GX0865  HISTORY     - 1961     MONUMENTED       CGS
 GX0865
 GX0865                          STATION DESCRIPTION
 GX0865
 GX0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0865'7.9 MI W FROM ALDERSON.
 GX0865'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0865'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 5.6 MILES
 GX0865'WEST ALONG A BLACK TOP ROAD, ABOUT 0.15 MILE SOUTHEAST OF A ROAD
 GX0865'JUNCTION LEADING NORTHEAST TO THE KEENEY MOUNTAIN FIRE TOWER, AT
 GX0865'THE EAST EDGE OF AN OPEN PASTURE, SET ON THE TOP OF THE NORTHEAST
 GX0865'EDGE OF A 6-FOOT SQUARE ROCK THAT PROJECTS 1/2 FOOT ABOVE THE
 GX0865'GROUND, 40 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 GX0865'SOUTHWEST OF THE NORTHEAST END OF THE ROCK AND 2 FEET ABOVE THE
 GX0865'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0991 ***********************************************************************
 GX0991  DESIGNATION -  T 213
 GX0991  PID         -  GX0991
 GX0991  STATE/COUNTY-  WV/SUMMERS
 GX0991  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0991
 GX0991                         *CURRENT SURVEY CONTROL
 GX0991  ___________________________________________________________________
 GX0991* NAD 83(1986)-  37 48 23.     (N)    080 46 40.     (W)     SCALED    
 GX0991* NAVD 88     -       693.409  (meters)    2274.96   (feet)  ADJUSTED  
 GX0991  ___________________________________________________________________
 GX0991  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0991  DYNAMIC HT  -         692.835 (meters)    2273.08  (feet)  COMP
 GX0991  MODELED GRAV-     979,777.8   (mgal)                       NAVD 88
 GX0991
 GX0991  VERT ORDER  -  SECOND    CLASS 0
 GX0991
 GX0991.The horizontal coordinates were scaled from a topographic map and have
 GX0991.an estimated accuracy of +/- 6 seconds.
 GX0991
 GX0991.The orthometric height was determined by differential leveling
 GX0991.and adjusted by the National Geodetic Survey in June 1991..
 GX0991
 GX0991.The geoid height was determined by GEOID03.
 GX0991
 GX0991.The dynamic height is computed by dividing the NAVD 88
 GX0991.geopotential number by the normal gravity value computed on the
 GX0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0991.degrees latitude (g = 980.6199 gals.).
 GX0991
 GX0991.The modeled gravity was interpolated from observed gravity values.
 GX0991
 GX0991;                    North         East    Units  Estimated Accuracy
 GX0991;SPC WV S     -    89,520.      619,570.      MT  (+/- 180 meters Scaled)
 GX0991
 GX0991                          SUPERSEDED SURVEY CONTROL
 GX0991
 GX0991  NGVD 29 (??/??/92)  693.572  (m)         2275.49   (f) ADJ UNCH    2 0
 GX0991
 GX0991.Superseded values are not recommended for survey control.
 GX0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0991.See file dsdata.txt to determine how the superseded data were derived.
 GX0991
 GX0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB195843(NAD 83)
 GX0991_MARKER: DB = BENCH MARK DISK
 GX0991_SETTING: 66 = SET IN ROCK OUTCROP
 GX0991_SP_SET: ROCK
 GX0991_STAMPING: T 213 1961
 GX0991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0991+STABILITY: POSITION/ELEVATION WELL
 GX0991
 GX0991  HISTORY     - Date     Condition        Report By
 GX0991  HISTORY     - 1961     MONUMENTED       CGS
 GX0991
 GX0991                          STATION DESCRIPTION
 GX0991
 GX0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0991'4.2 MI SE FROM ELTON.
 GX0991'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE CHURCH
 GX0991'OF CHRIST AT ELTON, THENCE 0.5 MILE SOUTHEAST ALONG A BLACK TOP
 GX0991'ROAD, THENCE 2.15 MILES EAST ALONG A GRADED ROAD, ABOUT 0.35 MILE
 GX0991'NORTHEAST OF THE JUNCTION OF THE GRADED ROAD A VERY DIM ROAD
 GX0991'LEADING EAST, ON THE SOUTHWEST SLOPE OF A STEEP ROUGH CROOKED
 GX0991'MOUNTAIN, SET VERTICALLY IN THE EAST FACE OF A LARGE ROCK THAT IS
 GX0991'PART OF A MOUNTAIN SIDE, ABOUT 18 YARDS NORTHEAST OF THE CENTER
 GX0991'OF A SMALL RAVINE, 13 FEET NORTHWEST OF THE CENTER LINE OF THE
 GX0991'ROAD, 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0929 ***********************************************************************
 GX0929  DESIGNATION -  T 214
 GX0929  PID         -  GX0929
 GX0929  STATE/COUNTY-  WV/GREENBRIER
 GX0929  USGS QUAD   -  RUPERT (1981)
 GX0929
 GX0929                         *CURRENT SURVEY CONTROL
 GX0929  ___________________________________________________________________
 GX0929* NAD 83(1986)-  37 55 58.     (N)    080 39 02.     (W)     SCALED    
 GX0929* NAVD 88     -       750.119  (meters)    2461.02   (feet)  ADJUSTED  
 GX0929  ___________________________________________________________________
 GX0929  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX0929  DYNAMIC HT  -         749.493 (meters)    2458.96  (feet)  COMP
 GX0929  MODELED GRAV-     979,769.8   (mgal)                       NAVD 88
 GX0929
 GX0929  VERT ORDER  -  SECOND    CLASS 0
 GX0929
 GX0929.The horizontal coordinates were scaled from a topographic map and have
 GX0929.an estimated accuracy of +/- 6 seconds.
 GX0929
 GX0929.The orthometric height was determined by differential leveling
 GX0929.and adjusted by the National Geodetic Survey in June 1991..
 GX0929
 GX0929.The geoid height was determined by GEOID03.
 GX0929
 GX0929.The dynamic height is computed by dividing the NAVD 88
 GX0929.geopotential number by the normal gravity value computed on the
 GX0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0929.degrees latitude (g = 980.6199 gals.).
 GX0929
 GX0929.The modeled gravity was interpolated from observed gravity values.
 GX0929
 GX0929;                    North         East    Units  Estimated Accuracy
 GX0929;SPC WV S     -   103,590.      630,720.      MT  (+/- 180 meters Scaled)
 GX0929
 GX0929                          SUPERSEDED SURVEY CONTROL
 GX0929
 GX0929  NGVD 29 (??/??/92)  750.263  (m)         2461.49   (f) ADJ UNCH    2 0
 GX0929
 GX0929.Superseded values are not recommended for survey control.
 GX0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0929.See file dsdata.txt to determine how the superseded data were derived.
 GX0929
 GX0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB307984(NAD 83)
 GX0929_MARKER: DB = BENCH MARK DISK
 GX0929_SETTING: 66 = SET IN ROCK OUTCROP
 GX0929_SP_SET: ROCK LEDGE
 GX0929_STAMPING: T 214 1961
 GX0929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0929+STABILITY: POSITION/ELEVATION WELL
 GX0929
 GX0929  HISTORY     - Date     Condition        Report By
 GX0929  HISTORY     - 1961     MONUMENTED       CGS
 GX0929
 GX0929                          STATION DESCRIPTION
 GX0929
 GX0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0929'3.7 MI SE FROM RUPERT.
 GX0929'ABOUT 3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0929'OFFICE AT RUPERT, 0.2 MILE SOUTH OF THE JUNCTION OF KIEFFER
 GX0929'ROAD, AT THE SMALL TOWN OF CRAWLEY, ON THE NORTH SLOPE OF A HILL,
 GX0929'AT THE INSIDE OF A LONG CURVE, SET ON TOP OF THE BOTTOM LEDGE
 GX0929'OF A ROCK THAT IS AT THE BASE OF A 12-FOOT HIGH CUT, 72 FEET
 GX0929'WEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A SMALL
 GX0929'ONE-STORY WHITE HOUSE, 20 FEET WEST OF THE CENTER LINE OF THE
 GX0929'HIGHWAY, 1 1/2 FEET WEST OF THE EAST EDGE OF THE ROCK AND 1
 GX0929'FOOT BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED
 GX0929'FROM THE POST OFFICE AT MEADOW BLUFF BY GOING 2.4 MILES NORTH
 GX0929'ALONG A BLACK TOP ROAD, THENCE 0.3 MILE NORTHWEST ALONG U.S.
 GX0929'HIGHWAY 60 TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0126 ***********************************************************************
 GX0126  DESIGNATION -  T 215
 GX0126  PID         -  GX0126
 GX0126  STATE/COUNTY-  WV/GREENBRIER
 GX0126  USGS QUAD   -  LEWISBURG (1979)
 GX0126
 GX0126                         *CURRENT SURVEY CONTROL
 GX0126  ___________________________________________________________________
 GX0126* NAD 83(1986)-  37 48 26.     (N)    080 27 43.     (W)     SCALED    
 GX0126* NAVD 88     -       649.681  (meters)    2131.50   (feet)  ADJUSTED  
 GX0126  ___________________________________________________________________
 GX0126  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0126  DYNAMIC HT  -         649.139 (meters)    2129.72  (feet)  COMP
 GX0126  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 GX0126
 GX0126  VERT ORDER  -  SECOND    CLASS 0
 GX0126
 GX0126.The horizontal coordinates were scaled from a topographic map and have
 GX0126.an estimated accuracy of +/- 6 seconds.
 GX0126
 GX0126.The orthometric height was determined by differential leveling
 GX0126.and adjusted by the National Geodetic Survey in June 1991..
 GX0126
 GX0126.The geoid height was determined by GEOID03.
 GX0126
 GX0126.The dynamic height is computed by dividing the NAVD 88
 GX0126.geopotential number by the normal gravity value computed on the
 GX0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0126.degrees latitude (g = 980.6199 gals.).
 GX0126
 GX0126.The modeled gravity was interpolated from observed gravity values.
 GX0126
 GX0126;                    North         East    Units  Estimated Accuracy
 GX0126;SPC WV S     -    89,730.      647,380.      MT  (+/- 180 meters Scaled)
 GX0126
 GX0126                          SUPERSEDED SURVEY CONTROL
 GX0126
 GX0126  NGVD 29 (??/??/92)  649.827  (m)         2131.97   (f) ADJ UNCH    2 0
 GX0126
 GX0126.Superseded values are not recommended for survey control.
 GX0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0126.See file dsdata.txt to determine how the superseded data were derived.
 GX0126
 GX0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB473845(NAD 83)
 GX0126_MARKER: DB = BENCH MARK DISK
 GX0126_SETTING: 66 = SET IN ROCK OUTCROP
 GX0126_SP_SET: ROCK
 GX0126_STAMPING: T 215 1961
 GX0126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0126+STABILITY: POSITION/ELEVATION WELL
 GX0126
 GX0126  HISTORY     - Date     Condition        Report By
 GX0126  HISTORY     - 1961     MONUMENTED       CGS
 GX0126  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0126  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0126
 GX0126                          STATION DESCRIPTION
 GX0126
 GX0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0126'1.2 MI NW FROM LEWISBURG.
 GX0126'ABOUT 1.15 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0126'OFFICE AT LEWISBURG, 0.25 MILE SOUTHEAST OF THE JUNCTION OF COUNTY
 GX0126'ROUTE NO. 35, NEAR THE JUNCTION OF A DRIVE LEADING NORTH TO THE
 GX0126'HILLGATE FARM, SET ON THE TOP OF A LARGE OF ROCK THAT IS AT THE
 GX0126'SOUTHEAST END OF AN 8-FOOT HIGH ROCK CUT, 22 FEET NORTHEAST OF
 GX0126'THE CENTER LINE OF THE HIGHWAY, 18 FEET WEST OF THE CENTER LINE
 GX0126'OF THE DRIVE, 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX0126
 GX0126                          STATION RECOVERY (1983)
 GX0126
 GX0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0126'MARK NOT FOUND.
 GX0126
 GX0126                          STATION RECOVERY (1983)
 GX0126
 GX0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1019 ***********************************************************************
 GX1019  DESIGNATION -  T 216
 GX1019  PID         -  GX1019
 GX1019  STATE/COUNTY-  WV/GREENBRIER
 GX1019  USGS QUAD   -  ASBURY (1979)
 GX1019
 GX1019                         *CURRENT SURVEY CONTROL
 GX1019  ___________________________________________________________________
 GX1019* NAD 83(1986)-  37 48 54.     (N)    080 34 22.     (W)     SCALED    
 GX1019* NAVD 88     -       562.096  (meters)    1844.14   (feet)  ADJUSTED  
 GX1019  ___________________________________________________________________
 GX1019  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX1019  DYNAMIC HT  -         561.635 (meters)    1842.63  (feet)  COMP
 GX1019  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 GX1019
 GX1019  VERT ORDER  -  SECOND    CLASS 0
 GX1019
 GX1019.The horizontal coordinates were scaled from a topographic map and have
 GX1019.an estimated accuracy of +/- 6 seconds.
 GX1019
 GX1019.The orthometric height was determined by differential leveling
 GX1019.and adjusted by the National Geodetic Survey in June 1991..
 GX1019
 GX1019.The geoid height was determined by GEOID03.
 GX1019
 GX1019.The dynamic height is computed by dividing the NAVD 88
 GX1019.geopotential number by the normal gravity value computed on the
 GX1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1019.degrees latitude (g = 980.6199 gals.).
 GX1019
 GX1019.The modeled gravity was interpolated from observed gravity values.
 GX1019
 GX1019;                    North         East    Units  Estimated Accuracy
 GX1019;SPC WV S     -    90,540.      637,620.      MT  (+/- 180 meters Scaled)
 GX1019
 GX1019                          SUPERSEDED SURVEY CONTROL
 GX1019
 GX1019  NGVD 29 (??/??/92)  562.253  (m)         1844.66   (f) ADJ UNCH    2 0
 GX1019
 GX1019.Superseded values are not recommended for survey control.
 GX1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1019.See file dsdata.txt to determine how the superseded data were derived.
 GX1019
 GX1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB376853(NAD 83)
 GX1019_MARKER: DB = BENCH MARK DISK
 GX1019_SETTING: 66 = SET IN ROCK OUTCROP
 GX1019_SP_SET: ROCK
 GX1019_STAMPING: T 216 1961
 GX1019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1019+STABILITY: POSITION/ELEVATION WELL
 GX1019
 GX1019  HISTORY     - Date     Condition        Report By
 GX1019  HISTORY     - 1961     MONUMENTED       CGS
 GX1019
 GX1019                          STATION DESCRIPTION
 GX1019
 GX1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1019'1.2 MI SW FROM ASBURY.
 GX1019'ABOUT 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE WEST
 GX1019'POINT BAPTIST CHURCH AT ASBURY, THENCE 0.55 MILE WEST ALONG
 GX1019'COUNTY ROAD NO. 31, AT THE INSIDE OF A LONG CURVE, SET VERTICALLY
 GX1019'IN THE SOUTHEAST FACE OF A ROCK THAT IS 12 FEET LONG AND 4 FEET
 GX1019'HIGH AND IS PART OF A MOUNTAIN SIDE, 18 FEET NORTHWEST OF THE
 GX1019'CENTER LINE OF THE ROAD, 3 1/2 FEET NORTHEAST OF THE SOUTHWEST
 GX1019'END OF THE ROCK 1 FOOT ABOVE THE LEVEL OF THE GROUND AND ABOUT
 GX1019'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1037 ***********************************************************************
 GX1037  DESIGNATION -  T 217
 GX1037  PID         -  GX1037
 GX1037  STATE/COUNTY-  WV/GREENBRIER
 GX1037  USGS QUAD   -  ASBURY (1979)
 GX1037
 GX1037                         *CURRENT SURVEY CONTROL
 GX1037  ___________________________________________________________________
 GX1037* NAD 83(1986)-  37 52 13.     (N)    080 32 15.     (W)     SCALED    
 GX1037* NAVD 88     -       690.651  (meters)    2265.91   (feet)  ADJUSTED  
 GX1037  ___________________________________________________________________
 GX1037  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX1037  DYNAMIC HT  -         690.069 (meters)    2264.00  (feet)  COMP
 GX1037  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 GX1037
 GX1037  VERT ORDER  -  SECOND    CLASS 0
 GX1037
 GX1037.The horizontal coordinates were scaled from a topographic map and have
 GX1037.an estimated accuracy of +/- 6 seconds.
 GX1037
 GX1037.The orthometric height was determined by differential leveling
 GX1037.and adjusted by the National Geodetic Survey in June 1991..
 GX1037
 GX1037.The geoid height was determined by GEOID03.
 GX1037
 GX1037.The dynamic height is computed by dividing the NAVD 88
 GX1037.geopotential number by the normal gravity value computed on the
 GX1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1037.degrees latitude (g = 980.6199 gals.).
 GX1037
 GX1037.The modeled gravity was interpolated from observed gravity values.
 GX1037
 GX1037;                    North         East    Units  Estimated Accuracy
 GX1037;SPC WV S     -    96,690.      640,690.      MT  (+/- 180 meters Scaled)
 GX1037
 GX1037                          SUPERSEDED SURVEY CONTROL
 GX1037
 GX1037  NGVD 29 (??/??/92)  690.796  (m)         2266.39   (f) ADJ UNCH    2 0
 GX1037
 GX1037.Superseded values are not recommended for survey control.
 GX1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1037.See file dsdata.txt to determine how the superseded data were derived.
 GX1037
 GX1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB406915(NAD 83)
 GX1037_MARKER: DB = BENCH MARK DISK
 GX1037_SETTING: 66 = SET IN ROCK OUTCROP
 GX1037_SP_SET: ROCK CUT
 GX1037_STAMPING: T 217 1961
 GX1037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1037+STABILITY: POSITION/ELEVATION WELL
 GX1037
 GX1037  HISTORY     - Date     Condition        Report By
 GX1037  HISTORY     - 1961     MONUMENTED       CGS
 GX1037
 GX1037                          STATION DESCRIPTION
 GX1037
 GX1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1037'8.6 MI NW FROM LEWISBURG.
 GX1037'ABOUT 8.65 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX1037'OFFICE AT LEWISBURG, 0.6 MILE NORTHEAST OF THE JUNCTION OF STATE
 GX1037'HIGHWAY 12, ON THE NORTHEAST SLOPE OF A MOUNTAIN, AT THE INSIDE
 GX1037'OF A CURVE, SET ON THE TOP OF THE WEST EDGE OF A SLOPING ROCK THAT
 GX1037'REACHES FROM THE ROAD DITCH TO THE TOP OF A 25 FOOT HIGH CUT, 20
 GX1037'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 53 FEET WEST OF THE
 GX1037'NORTH END OF A 24-INCH PIPE CULVERT WITH CONCRETE HEADWALL, ABOUT
 GX1037'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1990 ***********************************************************************
 HX1990  DESIGNATION -  T 218
 HX1990  PID         -  HX1990
 HX1990  STATE/COUNTY-  WV/FAYETTE
 HX1990  USGS QUAD   -  BECKWITH (1976)
 HX1990
 HX1990                         *CURRENT SURVEY CONTROL
 HX1990  ___________________________________________________________________
 HX1990* NAD 83(1986)-  38 06 46.     (N)    081 07 52.     (W)     SCALED    
 HX1990* NAVD 88     -       248.692  (meters)     815.92   (feet)  ADJUSTED  
 HX1990  ___________________________________________________________________
 HX1990  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HX1990  DYNAMIC HT  -         248.507 (meters)     815.31  (feet)  COMP
 HX1990  MODELED GRAV-     979,880.2   (mgal)                       NAVD 88
 HX1990
 HX1990  VERT ORDER  -  SECOND    CLASS 0
 HX1990
 HX1990.The horizontal coordinates were scaled from a topographic map and have
 HX1990.an estimated accuracy of +/- 6 seconds.
 HX1990
 HX1990.The orthometric height was determined by differential leveling
 HX1990.and adjusted by the National Geodetic Survey in June 1991..
 HX1990
 HX1990.The geoid height was determined by GEOID03.
 HX1990
 HX1990.The dynamic height is computed by dividing the NAVD 88
 HX1990.geopotential number by the normal gravity value computed on the
 HX1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1990.degrees latitude (g = 980.6199 gals.).
 HX1990
 HX1990.The modeled gravity was interpolated from observed gravity values.
 HX1990
 HX1990;                    North         East    Units  Estimated Accuracy
 HX1990;SPC WV S     -   123,510.      588,500.      MT  (+/- 180 meters Scaled)
 HX1990
 HX1990                          SUPERSEDED SURVEY CONTROL
 HX1990
 HX1990  NGVD 29 (??/??/92)  248.871  (m)          816.50   (f) ADJ UNCH    2 0
 HX1990
 HX1990.Superseded values are not recommended for survey control.
 HX1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1990.See file dsdata.txt to determine how the superseded data were derived.
 HX1990
 HX1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC885183(NAD 83)
 HX1990_MARKER: DB = BENCH MARK DISK
 HX1990_SETTING: 66 = SET IN ROCK OUTCROP
 HX1990_SP_SET: ROCK CUT
 HX1990_STAMPING: T 218 1961
 HX1990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1990+STABILITY: POSITION/ELEVATION WELL
 HX1990
 HX1990  HISTORY     - Date     Condition        Report By
 HX1990  HISTORY     - 1961     MONUMENTED       CGS
 HX1990  HISTORY     - 1962     GOOD             NGS
 HX1990
 HX1990                          STATION DESCRIPTION
 HX1990
 HX1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1990'3.5 MI SW FROM ANSTED.
 HX1990'ABOUT 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1990'HIGH SCHOOL AT ANSTED, THENCE 2.3 MILES SOUTHWEST ALONG A ROCK
 HX1990'ROAD THAT FOLLOWS ALONG THE BLUFF TO HAWKS NEST, THENCE 0.9
 HX1990'MILE NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX1990'NORTHWEST END OF THE C AND O RAILWAY BRIDGE OVER NEW RIVER AT
 HX1990'HAWKS NEST, ABOUT 0.15 MILE NORTH OF MILEPOST 410, SET VERTICALLY
 HX1990'IN THE WEST FACE OF A LARGE ROCK CUT WHICH IS 50 YARDS LONG, AT
 HX1990'THE OUTSIDE OF A CURVE, 13 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 HX1990'81 FEET NORTHEAST OF THE NORTH END OF THE EAST HEADWALL OF A 27
 HX1990'FOOT CULVERT UNDER THE TRACK, 2 FEET ABOVE THE LEVEL OF THE GROUND
 HX1990'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 HX1990
 HX1990                          STATION RECOVERY (1962)
 HX1990
 HX1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX1990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1817 ***********************************************************************
 HX1817  DESIGNATION -  T 219
 HX1817  PID         -  HX1817
 HX1817  STATE/COUNTY-  WV/NICHOLAS
 HX1817  USGS QUAD   -  LOCKWOOD (1976)
 HX1817
 HX1817                         *CURRENT SURVEY CONTROL
 HX1817  ___________________________________________________________________
 HX1817* NAD 83(1986)-  38 15 58.     (N)    081 00 16.     (W)     SCALED    
 HX1817* NAVD 88     -       373.347  (meters)    1224.89   (feet)  ADJUSTED  
 HX1817  ___________________________________________________________________
 HX1817  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HX1817  DYNAMIC HT  -         373.076 (meters)    1224.00  (feet)  COMP
 HX1817  MODELED GRAV-     979,891.9   (mgal)                       NAVD 88
 HX1817
 HX1817  VERT ORDER  -  SECOND    CLASS 0
 HX1817
 HX1817.The horizontal coordinates were scaled from a topographic map and have
 HX1817.an estimated accuracy of +/- 6 seconds.
 HX1817
 HX1817.The orthometric height was determined by differential leveling
 HX1817.and adjusted by the National Geodetic Survey in June 1991..
 HX1817
 HX1817.The geoid height was determined by GEOID03.
 HX1817
 HX1817.The dynamic height is computed by dividing the NAVD 88
 HX1817.geopotential number by the normal gravity value computed on the
 HX1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1817.degrees latitude (g = 980.6199 gals.).
 HX1817
 HX1817.The modeled gravity was interpolated from observed gravity values.
 HX1817
 HX1817;                    North         East    Units  Estimated Accuracy
 HX1817;SPC WV S     -   140,520.      599,610.      MT  (+/- 180 meters Scaled)
 HX1817
 HX1817                          SUPERSEDED SURVEY CONTROL
 HX1817
 HX1817  NGVD 29 (??/??/92)  373.530  (m)         1225.49   (f) ADJ UNCH    2 0
 HX1817
 HX1817.Superseded values are not recommended for survey control.
 HX1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1817.See file dsdata.txt to determine how the superseded data were derived.
 HX1817
 HX1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC996353(NAD 83)
 HX1817_MARKER: DB = BENCH MARK DISK
 HX1817_SETTING: 66 = SET IN ROCK OUTCROP
 HX1817_SP_SET: ROCK CUT
 HX1817_STAMPING: T 219 1961
 HX1817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1817+STABILITY: POSITION/ELEVATION WELL
 HX1817
 HX1817  HISTORY     - Date     Condition        Report By
 HX1817  HISTORY     - 1961     MONUMENTED       CGS
 HX1817
 HX1817                          STATION DESCRIPTION
 HX1817
 HX1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1817'0.5 MI W FROM DRENNEN.
 HX1817'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX1817'A BLACK TOP ROAD LEADING SOUTH AT DRENNEN, SET VERTICALLY IN THE
 HX1817'SOUTHEAST FACE OF A ROCK CUT, AT THE INSIDE OF A SHARP CURVE,
 HX1817'21 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET
 HX1817'NORTHWEST OF THE CENTER LINE OF A DRIVE AND 1 FOOT ABOVE THE
 HX1817'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0051 ***********************************************************************
 JX0051  DESIGNATION -  T 22
 JX0051  PID         -  JX0051
 JX0051  STATE/COUNTY-  WV/WETZEL
 JX0051  USGS QUAD   -  HUNDRED (1976)
 JX0051
 JX0051                         *CURRENT SURVEY CONTROL
 JX0051  ___________________________________________________________________
 JX0051* NAD 83(1986)-  39 41 00.     (N)    080 27 32.     (W)     SCALED    
 JX0051* NAVD 88     -       311.109  (meters)    1020.70   (feet)  ADJUSTED  
 JX0051  ___________________________________________________________________
 JX0051  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JX0051  DYNAMIC HT  -         310.927 (meters)    1020.10  (feet)  COMP
 JX0051  MODELED GRAV-     980,034.0   (mgal)                       NAVD 88
 JX0051
 JX0051  VERT ORDER  -  FIRST     CLASS II
 JX0051
 JX0051.The horizontal coordinates were scaled from a topographic map and have
 JX0051.an estimated accuracy of +/- 6 seconds.
 JX0051
 JX0051.The orthometric height was determined by differential leveling
 JX0051.and adjusted by the National Geodetic Survey in June 1991..
 JX0051
 JX0051.The geoid height was determined by GEOID03.
 JX0051
 JX0051.The dynamic height is computed by dividing the NAVD 88
 JX0051.geopotential number by the normal gravity value computed on the
 JX0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0051.degrees latitude (g = 980.6199 gals.).
 JX0051
 JX0051.The modeled gravity was interpolated from observed gravity values.
 JX0051
 JX0051;                    North         East    Units  Estimated Accuracy
 JX0051;SPC WV N     -   131,810.      517,750.      MT  (+/- 180 meters Scaled)
 JX0051
 JX0051                          SUPERSEDED SURVEY CONTROL
 JX0051
 JX0051  NGVD 29 (??/??/92)  311.258  (m)         1021.19   (f) ADJ UNCH    1 2
 JX0051
 JX0051.Superseded values are not recommended for survey control.
 JX0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0051.See file dsdata.txt to determine how the superseded data were derived.
 JX0051
 JX0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND464927(NAD 83)
 JX0051_MARKER: DB = BENCH MARK DISK
 JX0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0051_SP_SET: BRIDGE
 JX0051_STAMPING: T 22 1935
 JX0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0051
 JX0051  HISTORY     - Date     Condition        Report By
 JX0051  HISTORY     - 1935     MONUMENTED       CGS
 JX0051
 JX0051                          STATION DESCRIPTION
 JX0051
 JX0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0051'AT HUNDRED.
 JX0051'AT HUNDRED, WETZEL COUNTY, 120 FEET SOUTH OF THE BALTIMORE AND
 JX0051'OHIO RAILROAD STATION, 90 FEET SOUTH OF THE CENTER OF THE JUNCTION
 JX0051'OF STATE HIGHWAY 70 AND UNITED STATES HIGHWAY 250, OPPOSITE POLE
 JX0051'333+35, 20 FEET EAST OF A RAILROAD BRIDGE, ON THE BRIDGE AT THE
 JX0051'CROSSING OF UNITED STATES HIGHWAY 250 OVER A CREEK, AND IN THE
 JX0051'TOP OF THE WEST WINGWALL OF THE NORTH ABUTMENT.  A STANDARD DISK,
 JX0051'STAMPED T 22 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1079 ***********************************************************************
 HX1079  DESIGNATION -  T 220
 HX1079  PID         -  HX1079
 HX1079  STATE/COUNTY-  WV/NICHOLAS
 HX1079  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1079
 HX1079                         *CURRENT SURVEY CONTROL
 HX1079  ___________________________________________________________________
 HX1079* NAD 83(1986)-  38 17 29.     (N)    080 51 57.     (W)     SCALED    
 HX1079* NAVD 88     -       530.038  (meters)    1738.97   (feet)  ADJUSTED  
 HX1079  ___________________________________________________________________
 HX1079  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HX1079  DYNAMIC HT  -         529.640 (meters)    1737.66  (feet)  COMP
 HX1079  MODELED GRAV-     979,861.9   (mgal)                       NAVD 88
 HX1079
 HX1079  VERT ORDER  -  SECOND    CLASS 0
 HX1079
 HX1079.The horizontal coordinates were scaled from a topographic map and have
 HX1079.an estimated accuracy of +/- 6 seconds.
 HX1079
 HX1079.The orthometric height was determined by differential leveling
 HX1079.and adjusted by the National Geodetic Survey in June 1991..
 HX1079
 HX1079.The geoid height was determined by GEOID03.
 HX1079
 HX1079.The dynamic height is computed by dividing the NAVD 88
 HX1079.geopotential number by the normal gravity value computed on the
 HX1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1079.degrees latitude (g = 980.6199 gals.).
 HX1079
 HX1079.The modeled gravity was interpolated from observed gravity values.
 HX1079
 HX1079;                    North         East    Units  Estimated Accuracy
 HX1079;SPC WV S     -   143,340.      611,740.      MT  (+/- 180 meters Scaled)
 HX1079
 HX1079                          SUPERSEDED SURVEY CONTROL
 HX1079
 HX1079  NGVD 29 (??/??/92)  530.199  (m)         1739.49   (f) ADJ UNCH    2 0
 HX1079
 HX1079.Superseded values are not recommended for survey control.
 HX1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1079.See file dsdata.txt to determine how the superseded data were derived.
 HX1079
 HX1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC117381(NAD 83)
 HX1079_MARKER: DB = BENCH MARK DISK
 HX1079_SETTING: 66 = SET IN ROCK OUTCROP
 HX1079_SP_SET: ROCK CUT
 HX1079_STAMPING: T 220 1961
 HX1079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1079+STABILITY: POSITION/ELEVATION WELL
 HX1079
 HX1079  HISTORY     - Date     Condition        Report By
 HX1079  HISTORY     - 1961     MONUMENTED       CGS
 HX1079
 HX1079                          STATION DESCRIPTION
 HX1079
 HX1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1079'1.2 MI NW FROM SUMMERSVILLE.
 HX1079'ABOUT 1.25 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE
 HX1079'COURTHOUSE AT SUMMERSVILLE, ABOUT 0.2 MILE NORTHWEST OF A 20
 HX1079'FOOT BRIDGE OVER PETERS CREEK, SET VERTICALLY IN THE WEST FACE
 HX1079'OF A LARGE ROCK CUT, 51 FEET EAST OF THE CENTER LINE OF THE
 HX1079'HIGHWAY, 98 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM POWER
 HX1079'LINE POLE NO. 1074, 2 FEET ABOVE THE LEVEL OF THE GROUND AND
 HX1079'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1174 ***********************************************************************
 HX1174  DESIGNATION -  T 221
 HX1174  PID         -  HX1174
 HX1174  STATE/COUNTY-  WV/NICHOLAS
 HX1174  USGS QUAD   -  WINONA (1976)
 HX1174
 HX1174                         *CURRENT SURVEY CONTROL
 HX1174  ___________________________________________________________________
 HX1174* NAD 83(1986)-  38 06 29.     (N)    080 52 34.     (W)     SCALED    
 HX1174* NAVD 88     -       577.343  (meters)    1894.17   (feet)  ADJUSTED  
 HX1174  ___________________________________________________________________
 HX1174  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HX1174  DYNAMIC HT  -         576.892 (meters)    1892.69  (feet)  COMP
 HX1174  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 HX1174
 HX1174  VERT ORDER  -  SECOND    CLASS 0
 HX1174
 HX1174.The horizontal coordinates were scaled from a topographic map and have
 HX1174.an estimated accuracy of +/- 6 seconds.
 HX1174
 HX1174.The orthometric height was determined by differential leveling
 HX1174.and adjusted by the National Geodetic Survey in June 1991..
 HX1174
 HX1174.The geoid height was determined by GEOID03.
 HX1174
 HX1174.The dynamic height is computed by dividing the NAVD 88
 HX1174.geopotential number by the normal gravity value computed on the
 HX1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1174.degrees latitude (g = 980.6199 gals.).
 HX1174
 HX1174.The modeled gravity was interpolated from observed gravity values.
 HX1174
 HX1174;                    North         East    Units  Estimated Accuracy
 HX1174;SPC WV S     -   122,990.      610,870.      MT  (+/- 180 meters Scaled)
 HX1174
 HX1174                          SUPERSEDED SURVEY CONTROL
 HX1174
 HX1174  NGVD 29 (??/??/92)  577.503  (m)         1894.69   (f) ADJ UNCH    2 0
 HX1174
 HX1174.Superseded values are not recommended for survey control.
 HX1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1174.See file dsdata.txt to determine how the superseded data were derived.
 HX1174
 HX1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC108178(NAD 83)
 HX1174_MARKER: DB = BENCH MARK DISK
 HX1174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1174_SP_SET: ABUTMENT
 HX1174_STAMPING: T 221 1961
 HX1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1174
 HX1174  HISTORY     - Date     Condition        Report By
 HX1174  HISTORY     - 1961     MONUMENTED       CGS
 HX1174
 HX1174                          STATION DESCRIPTION
 HX1174
 HX1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1174'0.2 MI N FROM NALLEN.
 HX1174'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE CENTER OF
 HX1174'THE MEADOW RIVER BRIDGE AT NALLEN, SET ON TOP OF THE EAST END
 HX1174'OF THE NORTH CONCRETE ABUTMENT OF A 42 FEET LONG BRIDGE OVER
 HX1174'A CREEK, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 HX1174'NORTHEAST OF THE NORTH END OF THE EAST BRIDGE RAIL AND 1 FOOT
 HX1174'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2009 ***********************************************************************
 HX2009  DESIGNATION -  T 222
 HX2009  PID         -  HX2009
 HX2009  STATE/COUNTY-  WV/FAYETTE
 HX2009  USGS QUAD   -  FAYETTEVILLE (1976)
 HX2009
 HX2009                         *CURRENT SURVEY CONTROL
 HX2009  ___________________________________________________________________
 HX2009* NAD 83(1986)-  38 04 26.     (N)    081 04 48.     (W)     SCALED    
 HX2009* NAVD 88     -       448.221  (meters)    1470.54   (feet)  ADJUSTED  
 HX2009  ___________________________________________________________________
 HX2009  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 HX2009  DYNAMIC HT  -         447.874 (meters)    1469.40  (feet)  COMP
 HX2009  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 HX2009
 HX2009  VERT ORDER  -  SECOND    CLASS 0
 HX2009
 HX2009.The horizontal coordinates were scaled from a topographic map and have
 HX2009.an estimated accuracy of +/- 6 seconds.
 HX2009
 HX2009.The orthometric height was determined by differential leveling
 HX2009.and adjusted by the National Geodetic Survey in June 1991..
 HX2009
 HX2009.The geoid height was determined by GEOID03.
 HX2009
 HX2009.The dynamic height is computed by dividing the NAVD 88
 HX2009.geopotential number by the normal gravity value computed on the
 HX2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2009.degrees latitude (g = 980.6199 gals.).
 HX2009
 HX2009.The modeled gravity was interpolated from observed gravity values.
 HX2009
 HX2009;                    North         East    Units  Estimated Accuracy
 HX2009;SPC WV S     -   119,190.      592,980.      MT  (+/- 180 meters Scaled)
 HX2009
 HX2009                          SUPERSEDED SURVEY CONTROL
 HX2009
 HX2009  NGVD 29 (??/??/92)  448.394  (m)         1471.11   (f) ADJ UNCH    2 0
 HX2009
 HX2009.Superseded values are not recommended for survey control.
 HX2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2009.See file dsdata.txt to determine how the superseded data were derived.
 HX2009
 HX2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC929140(NAD 83)
 HX2009_MARKER: DB = BENCH MARK DISK
 HX2009_SETTING: 80 = SET IN A BOULDER
 HX2009_SP_SET: BOULDER
 HX2009_STAMPING: T 222 1961
 HX2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2009+STABILITY: SURFACE MOTION
 HX2009
 HX2009  HISTORY     - Date     Condition        Report By
 HX2009  HISTORY     - 1961     MONUMENTED       CGS
 HX2009
 HX2009                          STATION DESCRIPTION
 HX2009
 HX2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2009'1.6 MI NE FROM FAYETTE.
 HX2009'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 82 FROM THE NORTHEAST
 HX2009'END OF THE HIGHWAY BRIDGE AT FAYETTE, ABOUT 0.35 MILE SOUTH OF
 HX2009'THE JUNCTION OF A GRADED ROAD LEADING NORTH, NEAR THE CENTER OF
 HX2009'A HAIRPIN CURVE, SET VERTICALLY IN THE WEST FACE OF A LARGE BOULDER
 HX2009'THAT IS 60 FEET LONG-15 FEET HIGH AND 15 FEET WIDE, NEAR THE
 HX2009'SOUTH ONE OF TWO SMALL CUTS, (CUTS ARE ABOUT 60 YARDS APART), 12
 HX2009'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTH OF
 HX2009'THE NORTH END OF THE BOULDER AND 3 FEET ABOVE THE LEVEL OF THE
 HX2009'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1432 ***********************************************************************
 HX1432  DESIGNATION -  T 223
 HX1432  PID         -  HX1432
 HX1432  STATE/COUNTY-  WV/FAYETTE
 HX1432  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1432
 HX1432                         *CURRENT SURVEY CONTROL
 HX1432  ___________________________________________________________________
 HX1432* NAD 83(1986)-  38 11 39.     (N)    080 59 24.     (W)     SCALED    
 HX1432* NAVD 88     -       495.555  (meters)    1625.83   (feet)  ADJUSTED  
 HX1432  ___________________________________________________________________
 HX1432  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 HX1432  DYNAMIC HT  -         495.186 (meters)    1624.62  (feet)  COMP
 HX1432  MODELED GRAV-     979,869.4   (mgal)                       NAVD 88
 HX1432
 HX1432  VERT ORDER  -  SECOND    CLASS 0
 HX1432
 HX1432.The horizontal coordinates were scaled from a topographic map and have
 HX1432.an estimated accuracy of +/- 6 seconds.
 HX1432
 HX1432.The orthometric height was determined by differential leveling
 HX1432.and adjusted by the National Geodetic Survey in June 1991..
 HX1432
 HX1432.The geoid height was determined by GEOID03.
 HX1432
 HX1432.The dynamic height is computed by dividing the NAVD 88
 HX1432.geopotential number by the normal gravity value computed on the
 HX1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1432.degrees latitude (g = 980.6199 gals.).
 HX1432
 HX1432.The modeled gravity was interpolated from observed gravity values.
 HX1432
 HX1432;                    North         East    Units  Estimated Accuracy
 HX1432;SPC WV S     -   132,540.      600,880.      MT  (+/- 180 meters Scaled)
 HX1432
 HX1432                          SUPERSEDED SURVEY CONTROL
 HX1432
 HX1432  NGVD 29 (??/??/92)  495.736  (m)         1626.43   (f) ADJ UNCH    2 0
 HX1432
 HX1432.Superseded values are not recommended for survey control.
 HX1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1432.See file dsdata.txt to determine how the superseded data were derived.
 HX1432
 HX1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC008273(NAD 83)
 HX1432_MARKER: DB = BENCH MARK DISK
 HX1432_SETTING: 66 = SET IN ROCK OUTCROP
 HX1432_SP_SET: ROCK OUTCROP
 HX1432_STAMPING: T 223 1961
 HX1432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1432+STABILITY: POSITION/ELEVATION WELL
 HX1432
 HX1432  HISTORY     - Date     Condition        Report By
 HX1432  HISTORY     - 1961     MONUMENTED       CGS
 HX1432
 HX1432                          STATION DESCRIPTION
 HX1432
 HX1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1432'3.8 MI NE FROM RAMSEY.
 HX1432'ABOUT 3.8 MILES NORTHEAST ALONG A BLACK TOP AND GRADED ROAD
 HX1432'FROM THE POST OFFICE AT RAMSEY, 0.75 MILE NORTHEAST OF A GRADED
 HX1432'ROAD CROSSING, 0.1 MILE SOUTHWEST OF THE RICHMOND CHAPEL CHURCH,
 HX1432'AT THE INSIDE OF A CURVE, SET VERTICALLY IN THE SOUTHWEST FACE
 HX1432'OF A ROCK OUTCROP THAT IS 65 FEET LONG AND 3 FEET HIGH, 15
 HX1432'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 21 FEET SOUTHEAST
 HX1432'OF THE NORTHWEST END OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF
 HX1432'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1097 ***********************************************************************
 HX1097  DESIGNATION -  T 224
 HX1097  PID         -  HX1097
 HX1097  STATE/COUNTY-  WV/NICHOLAS
 HX1097  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1097
 HX1097                         *CURRENT SURVEY CONTROL
 HX1097  ___________________________________________________________________
 HX1097* NAD 83(1986)-  38 17 59.     (N)    080 48 53.     (W)     SCALED    
 HX1097* NAVD 88     -       615.420  (meters)    2019.09   (feet)  ADJUSTED  
 HX1097  ___________________________________________________________________
 HX1097  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HX1097  DYNAMIC HT  -         614.951 (meters)    2017.55  (feet)  COMP
 HX1097  MODELED GRAV-     979,846.4   (mgal)                       NAVD 88
 HX1097
 HX1097  VERT ORDER  -  SECOND    CLASS 0
 HX1097
 HX1097.The horizontal coordinates were scaled from a topographic map and have
 HX1097.an estimated accuracy of +/- 6 seconds.
 HX1097
 HX1097.The orthometric height was determined by differential leveling
 HX1097.and adjusted by the National Geodetic Survey in June 1991..
 HX1097
 HX1097.The geoid height was determined by GEOID03.
 HX1097
 HX1097.The dynamic height is computed by dividing the NAVD 88
 HX1097.geopotential number by the normal gravity value computed on the
 HX1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1097.degrees latitude (g = 980.6199 gals.).
 HX1097
 HX1097.The modeled gravity was interpolated from observed gravity values.
 HX1097
 HX1097;                    North         East    Units  Estimated Accuracy
 HX1097;SPC WV S     -   144,270.      616,210.      MT  (+/- 180 meters Scaled)
 HX1097
 HX1097                          SUPERSEDED SURVEY CONTROL
 HX1097
 HX1097  NGVD 29 (??/??/92)  615.574  (m)         2019.60   (f) ADJ UNCH    2 0
 HX1097
 HX1097.Superseded values are not recommended for survey control.
 HX1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1097.See file dsdata.txt to determine how the superseded data were derived.
 HX1097
 HX1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC162390(NAD 83)
 HX1097_MARKER: DB = BENCH MARK DISK
 HX1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1097_STAMPING: T 224 1961
 HX1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1097+STABILITY: SURFACE MOTION
 HX1097
 HX1097  HISTORY     - Date     Condition        Report By
 HX1097  HISTORY     - 1961     MONUMENTED       CGS
 HX1097  HISTORY     - 1984     GOOD             LOCSUR
 HX1097
 HX1097                          STATION DESCRIPTION
 HX1097
 HX1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1097'3.5 MI NE FROM SUMMERSVILLE.
 HX1097'ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1097'AT SUMMERSVILLE, THENCE 0.85 MILE EAST ALONG A GRADED ROAD,
 HX1097'THENCE 1.0 MILE EASTERLY ALONG AN ABANDONED ROAD (OLD WEBSTER
 HX1097'ROAD), THENCE 0.4 MILE EAST ALONG A GRADED ROAD AND A BLACK TOP
 HX1097'ROAD, 0.2 MILE EAST OF A POINT WHERE THE BLACK TOP ROAD STARTS,
 HX1097'NEAR THE JUNCTION OF A BLACK TOP ROAD LEADING NORTH, ABOUT 1.1
 HX1097'MILES SOUTH ALONG THE BLACK TOP ROAD FROM ITS JUNCTION WITH
 HX1097'STATE HIGHWAY 41, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 HX1097'37 FEET SOUTHWEST OF THE CENTER LINE OF THE JUNCTION, 24 FEET
 HX1097'EAST OF TELEPHONE POLE NO. 22-49, 22 FEET WEST OF THE NORTHWEST
 HX1097'CORNER OF A GARAGE, 1.7 FEET WEST OF A METAL WITNESS POST, 1
 HX1097'FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 HX1097'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 HX1097
 HX1097                          STATION RECOVERY (1984)
 HX1097
 HX1097'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 HX1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1229 ***********************************************************************
 HX1229  DESIGNATION -  T 225
 HX1229  PID         -  HX1229
 HX1229  STATE/COUNTY-  WV/NICHOLAS
 HX1229  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1229
 HX1229                         *CURRENT SURVEY CONTROL
 HX1229  ___________________________________________________________________
 HX1229* NAD 83(1986)-  38 15 37.     (N)    080 47 18.     (W)     SCALED    
 HX1229* NAVD 88     -       660.523  (meters)    2167.07   (feet)  ADJUSTED  
 HX1229  ___________________________________________________________________
 HX1229  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 HX1229  DYNAMIC HT  -         660.012 (meters)    2165.39  (feet)  COMP
 HX1229  MODELED GRAV-     979,832.4   (mgal)                       NAVD 88
 HX1229
 HX1229  VERT ORDER  -  SECOND    CLASS 0
 HX1229
 HX1229.The horizontal coordinates were scaled from a topographic map and have
 HX1229.an estimated accuracy of +/- 6 seconds.
 HX1229
 HX1229.The orthometric height was determined by differential leveling
 HX1229.and adjusted by the National Geodetic Survey in June 1991..
 HX1229
 HX1229.The geoid height was determined by GEOID03.
 HX1229
 HX1229.The dynamic height is computed by dividing the NAVD 88
 HX1229.geopotential number by the normal gravity value computed on the
 HX1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1229.degrees latitude (g = 980.6199 gals.).
 HX1229
 HX1229.The modeled gravity was interpolated from observed gravity values.
 HX1229
 HX1229;                    North         East    Units  Estimated Accuracy
 HX1229;SPC WV S     -   139,900.      618,520.      MT  (+/- 180 meters Scaled)
 HX1229
 HX1229                          SUPERSEDED SURVEY CONTROL
 HX1229
 HX1229  NGVD 29 (??/??/92)  660.678  (m)         2167.57   (f) ADJ UNCH    2 0
 HX1229
 HX1229.Superseded values are not recommended for survey control.
 HX1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1229.See file dsdata.txt to determine how the superseded data were derived.
 HX1229
 HX1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC185347(NAD 83)
 HX1229_MARKER: DB = BENCH MARK DISK
 HX1229_SETTING: 66 = SET IN ROCK OUTCROP
 HX1229_SP_SET: ROCK LEDGE
 HX1229_STAMPING: T 225 1961
 HX1229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1229+STABILITY: POSITION/ELEVATION WELL
 HX1229
 HX1229  HISTORY     - Date     Condition        Report By
 HX1229  HISTORY     - 1961     MONUMENTED       CGS
 HX1229
 HX1229                          STATION DESCRIPTION
 HX1229
 HX1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1229'4.8 MI SE FROM SUMMERSVILLE.
 HX1229'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1229'AT SUMMERSVILLE, THENCE 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY
 HX1229'39, 0.7 MILE NORTHWEST OF THE CANVAS GRADE SCHOOL, 0.35 MILE
 HX1229'NORTHWEST OF THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTH, SET
 HX1229'VERTICALLY IN THE SOUTHWEST FACE OF A 6-BY-1-FOOT ROCK LEDGE,
 HX1229'24 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET
 HX1229'NORTHWEST OF THE CENTER OF THE FIRST STEP LEADING UP TO 16 WOODEN
 HX1229'STEP UP THE CUT, 3 FEET SOUTHEAST OF THE NORTHWEST END OF THE ROCK
 HX1229'AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1038 ***********************************************************************
 HX1038  DESIGNATION -  T 226
 HX1038  PID         -  HX1038
 HX1038  STATE/COUNTY-  WV/NICHOLAS
 HX1038  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1038
 HX1038                         *CURRENT SURVEY CONTROL
 HX1038  ___________________________________________________________________
 HX1038* NAD 83(1986)-  38 20 59.     (N)    080 37 03.     (W)     SCALED    
 HX1038* NAVD 88     -       653.462  (meters)    2143.90   (feet)  ADJUSTED  
 HX1038  ___________________________________________________________________
 HX1038  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX1038  DYNAMIC HT  -         652.960 (meters)    2142.25  (feet)  COMP
 HX1038  MODELED GRAV-     979,839.8   (mgal)                       NAVD 88
 HX1038
 HX1038  VERT ORDER  -  SECOND    CLASS 0
 HX1038
 HX1038.The horizontal coordinates were scaled from a topographic map and have
 HX1038.an estimated accuracy of +/- 6 seconds.
 HX1038
 HX1038.The orthometric height was determined by differential leveling
 HX1038.and adjusted by the National Geodetic Survey in June 1991..
 HX1038
 HX1038.The geoid height was determined by GEOID03.
 HX1038
 HX1038.The dynamic height is computed by dividing the NAVD 88
 HX1038.geopotential number by the normal gravity value computed on the
 HX1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1038.degrees latitude (g = 980.6199 gals.).
 HX1038
 HX1038.The modeled gravity was interpolated from observed gravity values.
 HX1038
 HX1038;                    North         East    Units  Estimated Accuracy
 HX1038;SPC WV S     -   149,870.      633,430.      MT  (+/- 180 meters Scaled)
 HX1038
 HX1038                          SUPERSEDED SURVEY CONTROL
 HX1038
 HX1038  NGVD 29 (??/??/92)  653.612  (m)         2144.39   (f) ADJ UNCH    2 0
 HX1038
 HX1038.Superseded values are not recommended for survey control.
 HX1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1038.See file dsdata.txt to determine how the superseded data were derived.
 HX1038
 HX1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC334446(NAD 83)
 HX1038_MARKER: DB = BENCH MARK DISK
 HX1038_SETTING: 66 = SET IN ROCK OUTCROP
 HX1038_SP_SET: ROCK OUTCROP
 HX1038_STAMPING: T 226 1961
 HX1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1038+STABILITY: POSITION/ELEVATION WELL
 HX1038
 HX1038  HISTORY     - Date     Condition        Report By
 HX1038  HISTORY     - 1961     MONUMENTED       CGS
 HX1038
 HX1038                          STATION DESCRIPTION
 HX1038
 HX1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1038'2.4 MI NE FROM CRAIGSVILLE.
 HX1038'ABOUT 2.45 MILES NORTHEAST ALONG STATE HIGHWAY 41 FROM THE
 HX1038'JUNCTION OF STATE HIGHWAY 20 AT CRAIGSVILLE, ABOUT 0.9 MILE
 HX1038'NORTHEAST OF THE FIRST CHURCH OF GOD AT COTTLE, 0.85 MILE
 HX1038'SOUTHWEST OF THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD
 HX1038'AT ALLINGDALE, SET IN THE TOP OF A LARGE FLAT ROCK OUTCROP THAT
 HX1038'IS 12 FEET WIDE AND 25 FEET LONG, 24.7 FEET NORTH OF THE CENTER
 HX1038'LINE OF THE HIGHWAY, 15 1/2 FEET WEST OF THE SOUTHWEST CORNER
 HX1038'OF THE FALLSVIEW INN AND TAVERN, 14 FEET WEST OF TELEPHONE POLE
 HX1038'NO. 202.9, 9 FEET NORTH OF THE SOUTH END OF THE ROCK AND 2 FEET
 HX1038'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1251 ***********************************************************************
 HX1251  DESIGNATION -  T 227
 HX1251  PID         -  HX1251
 HX1251  STATE/COUNTY-  WV/NICHOLAS
 HX1251  USGS QUAD   -  NETTIE (1995)
 HX1251
 HX1251                         *CURRENT SURVEY CONTROL
 HX1251  ___________________________________________________________________
 HX1251* NAD 83(1986)-  38 14 47.     (N)    080 38 22.     (W)     SCALED    
 HX1251* NAVD 88     -       839.181  (meters)    2753.21   (feet)  ADJUSTED  
 HX1251  ___________________________________________________________________
 HX1251  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HX1251  DYNAMIC HT  -         838.506 (meters)    2751.00  (feet)  COMP
 HX1251  MODELED GRAV-     979,795.6   (mgal)                       NAVD 88
 HX1251
 HX1251  VERT ORDER  -  SECOND    CLASS 0
 HX1251
 HX1251.The horizontal coordinates were scaled from a topographic map and have
 HX1251.an estimated accuracy of +/- 6 seconds.
 HX1251
 HX1251.The orthometric height was determined by differential leveling
 HX1251.and adjusted by the National Geodetic Survey in June 1991..
 HX1251
 HX1251.The geoid height was determined by GEOID03.
 HX1251
 HX1251.The dynamic height is computed by dividing the NAVD 88
 HX1251.geopotential number by the normal gravity value computed on the
 HX1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1251.degrees latitude (g = 980.6199 gals.).
 HX1251
 HX1251.The modeled gravity was interpolated from observed gravity values.
 HX1251
 HX1251;                    North         East    Units  Estimated Accuracy
 HX1251;SPC WV S     -   138,400.      631,560.      MT  (+/- 180 meters Scaled)
 HX1251
 HX1251                          SUPERSEDED SURVEY CONTROL
 HX1251
 HX1251  NGVD 29 (??/??/92)  839.318  (m)         2753.66   (f) ADJ UNCH    2 0
 HX1251
 HX1251.Superseded values are not recommended for survey control.
 HX1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1251.See file dsdata.txt to determine how the superseded data were derived.
 HX1251
 HX1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC315332(NAD 83)
 HX1251_MARKER: DB = BENCH MARK DISK
 HX1251_SETTING: 66 = SET IN ROCK OUTCROP
 HX1251_SP_SET: ROCK OUTCROP
 HX1251_STAMPING: T 227 1961
 HX1251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1251+STABILITY: POSITION/ELEVATION WELL
 HX1251
 HX1251  HISTORY     - Date     Condition        Report By
 HX1251  HISTORY     - 1961     MONUMENTED       CGS
 HX1251
 HX1251                          STATION DESCRIPTION
 HX1251
 HX1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1251'5.8 MI NE FROM NETTIE.
 HX1251'ABOUT 3.8 MILES EAST ALONG STATE HIGHWAY 39 AND 20 FROM THE
 HX1251'JUNCTION OF STATE HIGHWAY 20 LEADING SOUTH AT NETTIE, THENCE
 HX1251'1.95 MILES NORTH ALONG COUNTY ROADS 8 AND 9, ON THE SOUTH
 HX1251'SLOPE OF A SHORT HILL, AT THE OUTSIDE OF A CURVE, SET ON THE TOP
 HX1251'OF A ROCK OUTCROP THAT IS ABOUT 25 FEET LONG AND 2 FEET HIGH
 HX1251'AND FORMS THE WEST BANK OF THE ROAD DITCH, 15 FEET WEST OF THE
 HX1251'CENTER LINE OF THE ROAD, 8 FEET SOUTH OF THE NORTH END OF THE
 HX1251'ROCK, AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0934 ***********************************************************************
 HX0934  DESIGNATION -  T 228
 HX0934  PID         -  HX0934
 HX0934  STATE/COUNTY-  WV/GREENBRIER
 HX0934  USGS QUAD   -  TROUT (1995)
 HX0934
 HX0934                         *CURRENT SURVEY CONTROL
 HX0934  ___________________________________________________________________
 HX0934* NAD 83(1986)-  38 04 15.     (N)    080 28 30.     (W)     SCALED    
 HX0934* NAVD 88     -      1265.843  (meters)    4153.02   (feet)  ADJUSTED  
 HX0934  ___________________________________________________________________
 HX0934  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HX0934  DYNAMIC HT  -        1264.699 (meters)    4149.27  (feet)  COMP
 HX0934  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 HX0934
 HX0934  VERT ORDER  -  SECOND    CLASS 0
 HX0934
 HX0934.The horizontal coordinates were scaled from a topographic map and have
 HX0934.an estimated accuracy of +/- 6 seconds.
 HX0934
 HX0934.The orthometric height was determined by differential leveling
 HX0934.and adjusted by the National Geodetic Survey in June 1991..
 HX0934
 HX0934.The geoid height was determined by GEOID03.
 HX0934
 HX0934.The dynamic height is computed by dividing the NAVD 88
 HX0934.geopotential number by the normal gravity value computed on the
 HX0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0934.degrees latitude (g = 980.6199 gals.).
 HX0934
 HX0934.The modeled gravity was interpolated from observed gravity values.
 HX0934
 HX0934;                    North         East    Units  Estimated Accuracy
 HX0934;SPC WV S     -   118,980.      646,060.      MT  (+/- 180 meters Scaled)
 HX0934
 HX0934                          SUPERSEDED SURVEY CONTROL
 HX0934
 HX0934  NGVD 29 (??/??/92) 1265.915  (m)         4153.26   (f) ADJ UNCH    2 0
 HX0934
 HX0934.Superseded values are not recommended for survey control.
 HX0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0934.See file dsdata.txt to determine how the superseded data were derived.
 HX0934
 HX0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC460138(NAD 83)
 HX0934_MARKER: DB = BENCH MARK DISK
 HX0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0934_STAMPING: T 228 1961
 HX0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0934+STABILITY: SURFACE MOTION
 HX0934
 HX0934  HISTORY     - Date     Condition        Report By
 HX0934  HISTORY     - 1961     MONUMENTED       CGS
 HX0934
 HX0934                          STATION DESCRIPTION
 HX0934
 HX0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0934'5.8 MI N FROM TROUT.
 HX0934'5.8 MILES NORTH ALONG A BLACK TOP AND GRADED ROAD FROM THE
 HX0934'FIRST BAPTIST CHURCH AT TROUT, ABOUT 0.3 MILE NORTH OF A GRADED
 HX0934'ROAD INTERSECTION, AT THE JUNCTION OF A GRADED ROAD LEADING
 HX0934'NORTHWEST TO CLEARCO, 45 FEET WEST OF THE CENTER LINE OF THE ROAD
 HX0934'LEADING NORTH, 22 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD
 HX0934'LEADING NORTHWEST TO CLEARCO, 32 FEET WEST OF A 36-INCH TRIPLE
 HX0934'TRUNKED MAPLE TREE, 2 FEET EAST OF A METAL WITNESS POST, 2 FEET
 HX0934'ABOVE THE LEVEL OF THE ROAD LEADING NORTHWEST AND SET IN THE TOP
 HX0934'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF
 HX0934'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1276 ***********************************************************************
 HX1276  DESIGNATION -  T 229
 HX1276  PID         -  HX1276
 HX1276  STATE/COUNTY-  WV/GREENBRIER
 HX1276  USGS QUAD   -  QUINWOOD (1995)
 HX1276
 HX1276                         *CURRENT SURVEY CONTROL
 HX1276  ___________________________________________________________________
 HX1276* NAD 83(1986)-  38 01 28.     (N)    080 43 31.     (W)     SCALED    
 HX1276* NAVD 88     -       910.519  (meters)    2987.26   (feet)  ADJUSTED  
 HX1276  ___________________________________________________________________
 HX1276  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HX1276  DYNAMIC HT  -         909.765 (meters)    2984.79  (feet)  COMP
 HX1276  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 HX1276
 HX1276  VERT ORDER  -  SECOND    CLASS 0
 HX1276
 HX1276.The horizontal coordinates were scaled from a topographic map and have
 HX1276.an estimated accuracy of +/- 6 seconds.
 HX1276
 HX1276.The orthometric height was determined by differential leveling
 HX1276.and adjusted by the National Geodetic Survey in June 1991..
 HX1276
 HX1276.The geoid height was determined by GEOID03.
 HX1276
 HX1276.The dynamic height is computed by dividing the NAVD 88
 HX1276.geopotential number by the normal gravity value computed on the
 HX1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1276.degrees latitude (g = 980.6199 gals.).
 HX1276
 HX1276.The modeled gravity was interpolated from observed gravity values.
 HX1276
 HX1276;                    North         East    Units  Estimated Accuracy
 HX1276;SPC WV S     -   113,740.      624,120.      MT  (+/- 180 meters Scaled)
 HX1276
 HX1276                          SUPERSEDED SURVEY CONTROL
 HX1276
 HX1276  NGVD 29 (??/??/92)  910.666  (m)         2987.74   (f) ADJ UNCH    2 0
 HX1276
 HX1276.Superseded values are not recommended for survey control.
 HX1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1276.See file dsdata.txt to determine how the superseded data were derived.
 HX1276
 HX1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC241085(NAD 83)
 HX1276_MARKER: DB = BENCH MARK DISK
 HX1276_SETTING: 66 = SET IN ROCK OUTCROP
 HX1276_SP_SET: ROCK CUT
 HX1276_STAMPING: T 229 1961
 HX1276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1276+STABILITY: POSITION/ELEVATION WELL
 HX1276
 HX1276  HISTORY     - Date     Condition        Report By
 HX1276  HISTORY     - 1961     MONUMENTED       CGS
 HX1276
 HX1276                          STATION DESCRIPTION
 HX1276
 HX1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1276'1.8 MI N FROM CHARMCO.
 HX1276'ABOUT 1.85 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE JUNCTION
 HX1276'OF U.S. HIGHWAY 60 AT CHARMCO, 0.1 MILE SOUTH OF THE ORIENT
 HX1276'HILL BAPTIST CHURCH, ON THE SOUTH SLOPE OF A MOUNTAIN, AT THE
 HX1276'OUTSIDE OF A CURVE, IN A HOLE CHISELED OUT OF A SLOPING ROCK, AT
 HX1276'THE BASE OF A LARGE ROCK CUT, 22 FEET NORTHWEST OF THE CENTER
 HX1276'LINE OF THE HIGHWAY, 80 FEET NORTHEAST OF THE NORTHWEST END OF A
 HX1276'24-INCH PIPE CULVERT THAT IS NEAR THE WEST END OF THE CUT, AND
 HX1276'1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0442 ***********************************************************************
 JX0442  DESIGNATION -  T 23
 JX0442  PID         -  JX0442
 JX0442  STATE/COUNTY-  WV/WETZEL
 JX0442  USGS QUAD   -  PINE GROVE (1976)
 JX0442
 JX0442                         *CURRENT SURVEY CONTROL
 JX0442  ___________________________________________________________________
 JX0442* NAD 83(1986)-  39 33 04.     (N)    080 40 08.     (W)     SCALED    
 JX0442* NAVD 88     -       221.215  (meters)     725.77   (feet)  ADJUSTED  
 JX0442  ___________________________________________________________________
 JX0442  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JX0442  DYNAMIC HT  -         221.086 (meters)     725.35  (feet)  COMP
 JX0442  MODELED GRAV-     980,035.6   (mgal)                       NAVD 88
 JX0442
 JX0442  VERT ORDER  -  SECOND    CLASS 0
 JX0442
 JX0442.The horizontal coordinates were scaled from a topographic map and have
 JX0442.an estimated accuracy of +/- 6 seconds.
 JX0442
 JX0442.The orthometric height was determined by differential leveling
 JX0442.and adjusted by the National Geodetic Survey in June 1991..
 JX0442
 JX0442.The geoid height was determined by GEOID03.
 JX0442
 JX0442.The dynamic height is computed by dividing the NAVD 88
 JX0442.geopotential number by the normal gravity value computed on the
 JX0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0442.degrees latitude (g = 980.6199 gals.).
 JX0442
 JX0442.The modeled gravity was interpolated from observed gravity values.
 JX0442
 JX0442;                    North         East    Units  Estimated Accuracy
 JX0442;SPC WV N     -   117,350.      499,540.      MT  (+/- 180 meters Scaled)
 JX0442
 JX0442                          SUPERSEDED SURVEY CONTROL
 JX0442
 JX0442  NGVD 29 (??/??/92)  221.377  (m)          726.30   (f) ADJ UNCH    2 0
 JX0442
 JX0442.Superseded values are not recommended for survey control.
 JX0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0442.See file dsdata.txt to determine how the superseded data were derived.
 JX0442
 JX0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND284779(NAD 83)
 JX0442_MARKER: DB = BENCH MARK DISK
 JX0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0442_SP_SET: BRIDGE
 JX0442_STAMPING: T 23 1935
 JX0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0442
 JX0442  HISTORY     - Date     Condition        Report By
 JX0442  HISTORY     - 1935     MONUMENTED       CGS
 JX0442  HISTORY     - 1957     GOOD             NGS
 JX0442
 JX0442                          STATION DESCRIPTION
 JX0442
 JX0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0442'1.4 MI SE FROM PINE GROVE.
 JX0442'ABOUT 1.45 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0442'FROM THE STATION AT PINE GROVE, NEAR MILEAGE POLE NO. 19+6, IN
 JX0442'THE TOP STEP OF THE NORTH CONCRETE WING WALL OF THE NORTHWEST
 JX0442'ABUTMENT OF RAILROAD BRIDGE NO. 192, 6 FEET NORTHEAST OF NORTHEAST
 JX0442'RAIL AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0155 ***********************************************************************
 GX0155  DESIGNATION -  T 230
 GX0155  PID         -  GX0155
 GX0155  STATE/COUNTY-  WV/GREENBRIER
 GX0155  USGS QUAD   -  CORNSTALK (1981)
 GX0155
 GX0155                         *CURRENT SURVEY CONTROL
 GX0155  ___________________________________________________________________
 GX0155* NAD 83(1986)-  37 57 59.     (N)    080 30 04.     (W)     SCALED    
 GX0155* NAVD 88     -       662.905  (meters)    2174.88   (feet)  ADJUSTED  
 GX0155  ___________________________________________________________________
 GX0155  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX0155  DYNAMIC HT  -         662.359 (meters)    2173.09  (feet)  COMP
 GX0155  MODELED GRAV-     979,784.0   (mgal)                       NAVD 88
 GX0155
 GX0155  VERT ORDER  -  SECOND    CLASS 0
 GX0155
 GX0155.The horizontal coordinates were scaled from a topographic map and have
 GX0155.an estimated accuracy of +/- 6 seconds.
 GX0155
 GX0155.The orthometric height was determined by differential leveling
 GX0155.and adjusted by the National Geodetic Survey in June 1991..
 GX0155
 GX0155.The geoid height was determined by GEOID03.
 GX0155
 GX0155.The dynamic height is computed by dividing the NAVD 88
 GX0155.geopotential number by the normal gravity value computed on the
 GX0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0155.degrees latitude (g = 980.6199 gals.).
 GX0155
 GX0155.The modeled gravity was interpolated from observed gravity values.
 GX0155
 GX0155;                    North         East    Units  Estimated Accuracy
 GX0155;SPC WV S     -   107,380.      643,840.      MT  (+/- 180 meters Scaled)
 GX0155
 GX0155                          SUPERSEDED SURVEY CONTROL
 GX0155
 GX0155  NGVD 29 (??/??/92)  663.053  (m)         2175.37   (f) ADJ UNCH    2 0
 GX0155
 GX0155.Superseded values are not recommended for survey control.
 GX0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0155.See file dsdata.txt to determine how the superseded data were derived.
 GX0155
 GX0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC438022(NAD 83)
 GX0155_MARKER: DB = BENCH MARK DISK
 GX0155_SETTING: 66 = SET IN ROCK OUTCROP
 GX0155_SP_SET: ROCK
 GX0155_STAMPING: T 230 1961
 GX0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0155+STABILITY: POSITION/ELEVATION WELL
 GX0155
 GX0155  HISTORY     - Date     Condition        Report By
 GX0155  HISTORY     - 1961     MONUMENTED       CGS
 GX0155
 GX0155                          STATION DESCRIPTION
 GX0155
 GX0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0155'0.4 MI SW FROM WILLIAMSBURG.
 GX0155'ABOUT 0.35 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GX0155'AT WILLIAMSBURG, NEAR THE SOUTH END OF A 60 FOOT WOODEN BRIDGE
 GX0155'WITH ROCK ABUTMENT, SET ON THE TOP OF THE NORTH END OF A ROCK
 GX0155'THAT IS 5 FEET LONG AND 2 FEET WIDE WHICH PROJECTS 1 FOOT ABOVE
 GX0155'THE LEVEL OF THE GROUND, 15 FEET WEST OF THE CENTER LINE OF THE
 GX0155'ROAD, 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE,
 GX0155'1 FOOT SOUTH OF THE NORTH END OF THE ROCK AND 1 FOOT ABOVE THE
 GX0155'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0173 ***********************************************************************
 GX0173  DESIGNATION -  T 231
 GX0173  PID         -  GX0173
 GX0173  STATE/COUNTY-  WV/GREENBRIER
 GX0173  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0173
 GX0173                         *CURRENT SURVEY CONTROL
 GX0173  ___________________________________________________________________
 GX0173* NAD 83(1986)-  37 56 08.     (N)    080 24 30.     (W)     SCALED    
 GX0173* NAVD 88     -       673.770  (meters)    2210.53   (feet)  ADJUSTED  
 GX0173  ___________________________________________________________________
 GX0173  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX0173  DYNAMIC HT  -         673.214 (meters)    2208.70  (feet)  COMP
 GX0173  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GX0173
 GX0173  VERT ORDER  -  SECOND    CLASS 0
 GX0173
 GX0173.The horizontal coordinates were scaled from a topographic map and have
 GX0173.an estimated accuracy of +/- 6 seconds.
 GX0173
 GX0173.The orthometric height was determined by differential leveling
 GX0173.and adjusted by the National Geodetic Survey in June 1991..
 GX0173
 GX0173.The geoid height was determined by GEOID03.
 GX0173
 GX0173.The dynamic height is computed by dividing the NAVD 88
 GX0173.geopotential number by the normal gravity value computed on the
 GX0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0173.degrees latitude (g = 980.6199 gals.).
 GX0173
 GX0173.The modeled gravity was interpolated from observed gravity values.
 GX0173
 GX0173;                    North         East    Units  Estimated Accuracy
 GX0173;SPC WV S     -   104,000.      652,010.      MT  (+/- 180 meters Scaled)
 GX0173
 GX0173                          SUPERSEDED SURVEY CONTROL
 GX0173
 GX0173  NGVD 29 (??/??/92)  673.929  (m)         2211.05   (f) ADJ UNCH    2 0
 GX0173
 GX0173.Superseded values are not recommended for survey control.
 GX0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0173.See file dsdata.txt to determine how the superseded data were derived.
 GX0173
 GX0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB519988(NAD 83)
 GX0173_MARKER: DB = BENCH MARK DISK
 GX0173_SETTING: 66 = SET IN ROCK OUTCROP
 GX0173_SP_SET: ROCK
 GX0173_STAMPING: T 231 1961
 GX0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0173+STABILITY: POSITION/ELEVATION WELL
 GX0173
 GX0173  HISTORY     - Date     Condition        Report By
 GX0173  HISTORY     - 1961     MONUMENTED       CGS
 GX0173  HISTORY     - 1983     GOOD             NGS
 GX0173  HISTORY     - 1983     GOOD             NGS
 GX0173
 GX0173                          STATION DESCRIPTION
 GX0173
 GX0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0173'1.8 MI W FROM FRANKFORD.
 GX0173'ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 219 FROM THE PRESBYTERIAN
 GX0173'CHURCH AT FRANKFORD, THENCE 1.65 MILES WEST ALONG A BLACK TOP
 GX0173'ROAD, AT THE JUNCTION OF A SIDE ROAD LEADING NORTHWEST, ON THE
 GX0173'EAST SLOPE OF A SHORT STEEP HILL, SET VERTICALLY IN THE SOUTH
 GX0173'FACE OF A ROCK THAT IS 25 FEET LONG AND 4 FEET HIGH, AT THE SOUTH
 GX0173'EDGE OF A LARGE OPEN PASTURE, 30 FEET NORTH OF THE CENTER LINE
 GX0173'OF THE ROAD, 12 FEET WEST OF THE EAST END OF THE ROCK AND 4
 GX0173'FEET ABOVE THE LEVEL OF THE ROAD.
 GX0173
 GX0173                          STATION RECOVERY (1983)
 GX0173
 GX0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0173'RECOVERED IN GOOD CONDITION.
 GX0173
 GX0173                          STATION RECOVERY (1983)
 GX0173
 GX0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0950 ***********************************************************************
 HX0950  DESIGNATION -  T 232
 HX0950  PID         -  HX0950
 HX0950  STATE/COUNTY-  WV/GREENBRIER
 HX0950  USGS QUAD   -  TROUT (1995)
 HX0950
 HX0950                         *CURRENT SURVEY CONTROL
 HX0950  ___________________________________________________________________
 HX0950* NAD 83(1986)-  38 01 04.     (N)    080 24 15.     (W)     SCALED    
 HX0950* NAVD 88     -       693.362  (meters)    2274.81   (feet)  ADJUSTED  
 HX0950  ___________________________________________________________________
 HX0950  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HX0950  DYNAMIC HT  -         692.798 (meters)    2272.95  (feet)  COMP
 HX0950  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 HX0950
 HX0950  VERT ORDER  -  SECOND    CLASS 0
 HX0950
 HX0950.The horizontal coordinates were scaled from a topographic map and have
 HX0950.an estimated accuracy of +/- 6 seconds.
 HX0950
 HX0950.The orthometric height was determined by differential leveling
 HX0950.and adjusted by the National Geodetic Survey in June 1991..
 HX0950
 HX0950.The geoid height was determined by GEOID03.
 HX0950
 HX0950.The dynamic height is computed by dividing the NAVD 88
 HX0950.geopotential number by the normal gravity value computed on the
 HX0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0950.degrees latitude (g = 980.6199 gals.).
 HX0950
 HX0950.The modeled gravity was interpolated from observed gravity values.
 HX0950
 HX0950;                    North         East    Units  Estimated Accuracy
 HX0950;SPC WV S     -   113,130.      652,320.      MT  (+/- 180 meters Scaled)
 HX0950
 HX0950                          SUPERSEDED SURVEY CONTROL
 HX0950
 HX0950  NGVD 29 (??/??/92)  693.507  (m)         2275.28   (f) ADJ UNCH    2 0
 HX0950
 HX0950.Superseded values are not recommended for survey control.
 HX0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0950.See file dsdata.txt to determine how the superseded data were derived.
 HX0950
 HX0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC523079(NAD 83)
 HX0950_MARKER: DB = BENCH MARK DISK
 HX0950_SETTING: 66 = SET IN ROCK OUTCROP
 HX0950_SP_SET: ROCK CUT
 HX0950_STAMPING: T 232 1961
 HX0950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0950+STABILITY: POSITION/ELEVATION WELL
 HX0950
 HX0950  HISTORY     - Date     Condition        Report By
 HX0950  HISTORY     - 1961     MONUMENTED       CGS
 HX0950
 HX0950                          STATION DESCRIPTION
 HX0950
 HX0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0950'2.2 MI E FROM FRIARS HILL.
 HX0950'2.2 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 HX0950'FRIARS HILL, 0.3 MILE EAST OF THE JUNCTION OF A BLACK TOP ROAD
 HX0950'LEADING SOUTH, ON THE EAST SLOPE OF A HILL, SET VERTICALLY IN
 HX0950'THE SOUTH FACE OF A ROCK THAT IS 15 FEET LONG AND 2 FEET HIGH AND
 HX0950'IS AT THE BASE OF THE EAST ONE OF TWO SHALEY CUTS, 54 YARDS
 HX0950'EAST OF THE CENTER OF A RAVINE BETWEEN THE TWO CUTS, 16 FEET
 HX0950'NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT ABOVE THE LEVEL
 HX0950'OF THE GROUND AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1338 ***********************************************************************
 HX1338  DESIGNATION -  T 233
 HX1338  PID         -  HX1338
 HX1338  STATE/COUNTY-  WV/GREENBRIER
 HX1338  USGS QUAD   -  DUO (1995)
 HX1338
 HX1338                         *CURRENT SURVEY CONTROL
 HX1338  ___________________________________________________________________
 HX1338* NAD 83(1986)-  38 06 48.     (N)    080 36 03.     (W)     SCALED    
 HX1338* NAVD 88     -      1191.951  (meters)    3910.59   (feet)  ADJUSTED  
 HX1338  ___________________________________________________________________
 HX1338  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HX1338  DYNAMIC HT  -        1190.966 (meters)    3907.36  (feet)  COMP
 HX1338  MODELED GRAV-     979,759.1   (mgal)                       NAVD 88
 HX1338
 HX1338  VERT ORDER  -  SECOND    CLASS 0
 HX1338
 HX1338.The horizontal coordinates were scaled from a topographic map and have
 HX1338.an estimated accuracy of +/- 6 seconds.
 HX1338
 HX1338.The orthometric height was determined by differential leveling
 HX1338.and adjusted by the National Geodetic Survey in June 1991..
 HX1338
 HX1338.The geoid height was determined by GEOID03.
 HX1338
 HX1338.The dynamic height is computed by dividing the NAVD 88
 HX1338.geopotential number by the normal gravity value computed on the
 HX1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1338.degrees latitude (g = 980.6199 gals.).
 HX1338
 HX1338.The modeled gravity was interpolated from observed gravity values.
 HX1338
 HX1338;                    North         East    Units  Estimated Accuracy
 HX1338;SPC WV S     -   123,640.      635,000.      MT  (+/- 180 meters Scaled)
 HX1338
 HX1338                          SUPERSEDED SURVEY CONTROL
 HX1338
 HX1338  NGVD 29 (??/??/92) 1192.108  (m)         3911.11   (f) ADJ UNCH    2 0
 HX1338
 HX1338.Superseded values are not recommended for survey control.
 HX1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1338.See file dsdata.txt to determine how the superseded data were derived.
 HX1338
 HX1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC349184(NAD 83)
 HX1338_MARKER: DB = BENCH MARK DISK
 HX1338_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1338_SP_SET: UNSPECIFIED ROCK
 HX1338_STAMPING: T 233 1961
 HX1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1338
 HX1338  HISTORY     - Date     Condition        Report By
 HX1338  HISTORY     - 1961     MONUMENTED       CGS
 HX1338
 HX1338                          STATION DESCRIPTION
 HX1338
 HX1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1338'3.3 MI N FROM DUO.
 HX1338'ABOUT 1.35 MILES NORTH ALONG A BLACK TOP ROAD FROM A T ROAD
 HX1338'JUNCTION AT DUO, THENCE 2.0 MILES NORTH ALONG A GRADED ROAD,
 HX1338'ON THE SOUTH SLOPE OF A MOUNTAIN, SET ON THE TOP OF A FLAT ROCK
 HX1338'THAT IS 8 FEET LONG AND 4 FEET WIDE, 85 YARDS SOUTH OF A
 HX1338'EAST-WEST GRADED ROAD INTERSECTION THAT IS ON TOP OF A MOUNTAIN,
 HX1338'31 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 HX1338'SOUTH OF THE NORTH END OF THE ROCK AND 2 FEET BELOW THE LEVEL
 HX1338'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1291 ***********************************************************************
 HX1291  DESIGNATION -  T 234
 HX1291  PID         -  HX1291
 HX1291  STATE/COUNTY-  WV/NICHOLAS
 HX1291  USGS QUAD   -  NETTIE (1995)
 HX1291
 HX1291                         *CURRENT SURVEY CONTROL
 HX1291  ___________________________________________________________________
 HX1291* NAD 83(1986)-  38 08 24.     (N)    080 41 08.     (W)     SCALED    
 HX1291* NAVD 88     -       760.413  (meters)    2494.79   (feet)  ADJUSTED  
 HX1291  ___________________________________________________________________
 HX1291  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HX1291  DYNAMIC HT  -         759.794 (meters)    2492.76  (feet)  COMP
 HX1291  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 HX1291
 HX1291  VERT ORDER  -  SECOND    CLASS 0
 HX1291
 HX1291.The horizontal coordinates were scaled from a topographic map and have
 HX1291.an estimated accuracy of +/- 6 seconds.
 HX1291
 HX1291.The orthometric height was determined by differential leveling
 HX1291.and adjusted by the National Geodetic Survey in June 1991..
 HX1291
 HX1291.The geoid height was determined by GEOID03.
 HX1291
 HX1291.The dynamic height is computed by dividing the NAVD 88
 HX1291.geopotential number by the normal gravity value computed on the
 HX1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1291.degrees latitude (g = 980.6199 gals.).
 HX1291
 HX1291.The modeled gravity was interpolated from observed gravity values.
 HX1291
 HX1291;                    North         East    Units  Estimated Accuracy
 HX1291;SPC WV S     -   126,570.      627,560.      MT  (+/- 180 meters Scaled)
 HX1291
 HX1291                          SUPERSEDED SURVEY CONTROL
 HX1291
 HX1291  NGVD 29 (??/??/92)  760.551  (m)         2495.24   (f) ADJ UNCH    2 0
 HX1291
 HX1291.Superseded values are not recommended for survey control.
 HX1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1291.See file dsdata.txt to determine how the superseded data were derived.
 HX1291
 HX1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC275213(NAD 83)
 HX1291_MARKER: DB = BENCH MARK DISK
 HX1291_SETTING: 66 = SET IN ROCK OUTCROP
 HX1291_SP_SET: ROCK OUTCROP
 HX1291_STAMPING: T 234 1961
 HX1291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1291+STABILITY: POSITION/ELEVATION WELL
 HX1291
 HX1291  HISTORY     - Date     Condition        Report By
 HX1291  HISTORY     - 1961     MONUMENTED       CGS
 HX1291
 HX1291                          STATION DESCRIPTION
 HX1291
 HX1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1291'1.5 MI S FROM LEIVASY.
 HX1291'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX1291'OFFICE AT LEIVASY, ON THE OUTSIDE AND NEAR THE NORTHWEST END
 HX1291'OF A CURVE, SET ON THE TOP OF A SLOPING ROCK OUTCROP THAT IS ABOUT
 HX1291'4 FEET WIDE AND 2 1/2 FEET HIGH, 16 FEET NORTHEAST OF THE CENTER
 HX1291'LINE OF THE HIGHWAY, 2 FEET EAST OF THE WEST CORNER OF THE ROCK
 HX1291'AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1029 ***********************************************************************
 HX1029  DESIGNATION -  T 235
 HX1029  PID         -  HX1029
 HX1029  STATE/COUNTY-  WV/WEBSTER
 HX1029  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1029
 HX1029                         *CURRENT SURVEY CONTROL
 HX1029  ___________________________________________________________________
 HX1029* NAD 83(1986)-  38 21 50.     (N)    080 35 23.     (W)     SCALED    
 HX1029* NAVD 88     -       618.841  (meters)    2030.31   (feet)  ADJUSTED  
 HX1029  ___________________________________________________________________
 HX1029  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HX1029  DYNAMIC HT  -         618.369 (meters)    2028.77  (feet)  COMP
 HX1029  MODELED GRAV-     979,845.0   (mgal)                       NAVD 88
 HX1029
 HX1029  VERT ORDER  -  SECOND    CLASS 0
 HX1029
 HX1029.The horizontal coordinates were scaled from a topographic map and have
 HX1029.an estimated accuracy of +/- 6 seconds.
 HX1029
 HX1029.The orthometric height was determined by differential leveling
 HX1029.and adjusted by the National Geodetic Survey in June 1991..
 HX1029
 HX1029.The geoid height was determined by GEOID03.
 HX1029
 HX1029.The dynamic height is computed by dividing the NAVD 88
 HX1029.geopotential number by the normal gravity value computed on the
 HX1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1029.degrees latitude (g = 980.6199 gals.).
 HX1029
 HX1029.The modeled gravity was interpolated from observed gravity values.
 HX1029
 HX1029;                    North         East    Units  Estimated Accuracy
 HX1029;SPC WV S     -   151,460.      635,850.      MT  (+/- 180 meters Scaled)
 HX1029
 HX1029                          SUPERSEDED SURVEY CONTROL
 HX1029
 HX1029  NGVD 29 (??/??/92)  618.991  (m)         2030.81   (f) ADJ UNCH    2 0
 HX1029
 HX1029.Superseded values are not recommended for survey control.
 HX1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1029.See file dsdata.txt to determine how the superseded data were derived.
 HX1029
 HX1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC358462(NAD 83)
 HX1029_MARKER: DB = BENCH MARK DISK
 HX1029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1029_SP_SET: ABUTMENT
 HX1029_STAMPING: T 235 1961
 HX1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1029
 HX1029  HISTORY     - Date     Condition        Report By
 HX1029  HISTORY     - 1961     MONUMENTED       CGS
 HX1029
 HX1029                          STATION DESCRIPTION
 HX1029
 HX1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1029'0.4 MI E FROM CAMDEN ON GAULEY.
 HX1029'ABOUT 0.4 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1029'THE BRIDGE OVER COON CREEK AT CAMDEN ON GAULEY, NEAR A BLACK
 HX1029'TOP ROAD CROSSING, 23 YARDS SOUTH AND ACROSS THE TRACK FROM
 HX1029'MILEAGE POLE NO. 125+13, SET ON THE TOP OF THE EAST END OF THE
 HX1029'NORTH CONCRETE ABUTMENT OF A BRIDGE OVER THE GAULEY RIVER, 45 FEET
 HX1029'SOUTH OF THE SOUTH RAIL, 10 FEET EAST OF THE CENTER LINE OF THE
 HX1029'ROAD, 4 FEET WEST OF THE EAST END OF THE ABUTMENT, 1 FOOT NORTH
 HX1029'OF THE NORTH END OF THE EAST STEEL FRAME WORKS OF THE BRIDGE,
 HX1029'ABOUT LEVEL WITH THE ROAD AND 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE8615 ***********************************************************************
 DE8615  DESIGNATION -  T 235 RESET
 DE8615  PID         -  DE8615
 DE8615  STATE/COUNTY-  WV/WEBSTER
 DE8615  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 DE8615
 DE8615                         *CURRENT SURVEY CONTROL
 DE8615  ___________________________________________________________________
 DE8615* NAD 83(1986)-  38 21 50.     (N)    080 35 21.     (W)     SCALED    
 DE8615* NAVD 88     -       619.97   (meters)    2034.0    (feet)  RESET     
 DE8615  ___________________________________________________________________
 DE8615  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DE8615
 DE8615  VERT ORDER  -  THIRD
 DE8615
 DE8615.The horizontal coordinates were scaled from a topographic map and have
 DE8615.an estimated accuracy of +/- 6 seconds.
 DE8615
 DE8615.The orthometric height was computed from unverified reset data.
 DE8615.No vertical observational check was made to the station.
 DE8615
 DE8615.The geoid height was determined by GEOID03.
 DE8615
 DE8615;                    North         East    Units  Estimated Accuracy
 DE8615;SPC WV S     -   151,460.      635,900.      MT  (+/- 180 meters Scaled)
 DE8615
 DE8615                          SUPERSEDED SURVEY CONTROL
 DE8615
 DE8615.No superseded survey control is available for this station.
 DE8615
 DE8615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC358462(NAD 83)
 DE8615_MARKER: DV = VERTICAL CONTROL DISK
 DE8615_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8615_SP_SET: BRIDGE ABUTMENT
 DE8615_STAMPING: T 235 RESET 2001
 DE8615_MARK LOGO: NGS   
 DE8615_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8615
 DE8615  HISTORY     - Date     Condition        Report By
 DE8615  HISTORY     - 2001     MONUMENTED       NGS
 DE8615
 DE8615                          STATION DESCRIPTION
 DE8615
 DE8615'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (BF)
 DE8615'NEW DESCRIPTION, TO REACH MARK GO 0.4 MILE (0.6 KM) EAST FROM CAMDEN
 DE8615'ON GAULEY, ALONG THE BALITMORE AND OHIO RAILROAD FROM THE BRIDGE OVER
 DE8615'GOON CREEK AT CAMDEN ON GAULEY, NEAR A BLACK TOP ROAD CROSSING, 11
 DE8615'YARDS SOUTH AND ACROSS THE TRACK FROM MILAGE POST NO.  125413, SET ON
 DE8615'THE TOP OF THE WEST END OF NORTH ABUTMENT OF BRIDGE NO.  4406, 15 FEET
 DE8615'(4.6 M) WEST OF THE CENTERLINE OF COUNTY ROUTE 48, LEVEL WITH RAILROAD
 DE8615'CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1423 ***********************************************************************
 HX1423  DESIGNATION -  T 236
 HX1423  PID         -  HX1423
 HX1423  STATE/COUNTY-  WV/GREENBRIER
 HX1423  USGS QUAD   -  CORLISS (1976)
 HX1423
 HX1423                         *CURRENT SURVEY CONTROL
 HX1423  ___________________________________________________________________
 HX1423* NAD 83(1986)-  38 04 49.     (N)    080 47 04.     (W)     SCALED    
 HX1423* NAVD 88     -       885.490  (meters)    2905.15   (feet)  ADJUSTED  
 HX1423  ___________________________________________________________________
 HX1423  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX1423  DYNAMIC HT  -         884.775 (meters)    2902.80  (feet)  COMP
 HX1423  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 HX1423
 HX1423  VERT ORDER  -  SECOND    CLASS 0
 HX1423
 HX1423.The horizontal coordinates were scaled from a topographic map and have
 HX1423.an estimated accuracy of +/- 6 seconds.
 HX1423
 HX1423.The orthometric height was determined by differential leveling
 HX1423.and adjusted by the National Geodetic Survey in June 1991..
 HX1423
 HX1423.The geoid height was determined by GEOID03.
 HX1423
 HX1423.The dynamic height is computed by dividing the NAVD 88
 HX1423.geopotential number by the normal gravity value computed on the
 HX1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1423.degrees latitude (g = 980.6199 gals.).
 HX1423
 HX1423.The modeled gravity was interpolated from observed gravity values.
 HX1423
 HX1423;                    North         East    Units  Estimated Accuracy
 HX1423;SPC WV S     -   119,920.      618,910.      MT  (+/- 180 meters Scaled)
 HX1423
 HX1423                          SUPERSEDED SURVEY CONTROL
 HX1423
 HX1423  NGVD 29 (??/??/92)  885.646  (m)         2905.66   (f) ADJ UNCH    2 0
 HX1423
 HX1423.Superseded values are not recommended for survey control.
 HX1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1423.See file dsdata.txt to determine how the superseded data were derived.
 HX1423
 HX1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC189147(NAD 83)
 HX1423_MARKER: DB = BENCH MARK DISK
 HX1423_SETTING: 66 = SET IN ROCK OUTCROP
 HX1423_SP_SET: ROCK CUT
 HX1423_STAMPING: T 236 1962
 HX1423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1423+STABILITY: POSITION/ELEVATION WELL
 HX1423
 HX1423  HISTORY     - Date     Condition        Report By
 HX1423  HISTORY     - 1962     MONUMENTED       CGS
 HX1423
 HX1423                          STATION DESCRIPTION
 HX1423
 HX1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1423'5.9 MI W FROM QUINWOOD.
 HX1423'ABOUT 5.9 MILES WEST ALONG RUSSELLVILLE ROAD FROM THE JUNCTION
 HX1423'OF STATE HIGHWAY 20 AT QUINWOOD, ON THE NORTH SLOPE OF A
 HX1423'MOUNTAIN, SET VERTICALLY IN THE NORTH WEST FACE OF A ROCK THAT
 HX1423'IS ABOUT 10 FEET LONG, 1.5 FEET THICK THAT IS AT THE BASE OF A
 HX1423'SHALEY CUT THAT IS ON THE INSIDE OF THE SOUTH END OF THE CURVE,
 HX1423'14 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 8 FEET SOUTHWEST
 HX1423'OF THE NORTHEAST END OF THE ROCK, 1 FOOT ABOVE A ROCK LEDGE,
 HX1423'AND ABOUT 1.5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1411 ***********************************************************************
 HX1411  DESIGNATION -  T 237
 HX1411  PID         -  HX1411
 HX1411  STATE/COUNTY-  WV/NICHOLAS
 HX1411  USGS QUAD   -  MOUNT NEBO (1976)
 HX1411
 HX1411                         *CURRENT SURVEY CONTROL
 HX1411  ___________________________________________________________________
 HX1411* NAD 83(1986)-  38 07 45.     (N)    080 47 10.     (W)     SCALED    
 HX1411* NAVD 88     -       783.968  (meters)    2572.07   (feet)  ADJUSTED  
 HX1411  ___________________________________________________________________
 HX1411  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HX1411  DYNAMIC HT  -         783.344 (meters)    2570.02  (feet)  COMP
 HX1411  MODELED GRAV-     979,805.4   (mgal)                       NAVD 88
 HX1411
 HX1411  VERT ORDER  -  SECOND    CLASS 0
 HX1411
 HX1411.The horizontal coordinates were scaled from a topographic map and have
 HX1411.an estimated accuracy of +/- 6 seconds.
 HX1411
 HX1411.The orthometric height was determined by differential leveling
 HX1411.and adjusted by the National Geodetic Survey in June 1991..
 HX1411
 HX1411.The geoid height was determined by GEOID03.
 HX1411
 HX1411.The dynamic height is computed by dividing the NAVD 88
 HX1411.geopotential number by the normal gravity value computed on the
 HX1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1411.degrees latitude (g = 980.6199 gals.).
 HX1411
 HX1411.The modeled gravity was interpolated from observed gravity values.
 HX1411
 HX1411;                    North         East    Units  Estimated Accuracy
 HX1411;SPC WV S     -   125,350.      618,750.      MT  (+/- 180 meters Scaled)
 HX1411
 HX1411                          SUPERSEDED SURVEY CONTROL
 HX1411
 HX1411  NGVD 29 (??/??/92)  784.124  (m)         2572.58   (f) ADJ UNCH    2 0
 HX1411
 HX1411.Superseded values are not recommended for survey control.
 HX1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1411.See file dsdata.txt to determine how the superseded data were derived.
 HX1411
 HX1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC187201(NAD 83)
 HX1411_MARKER: DB = BENCH MARK DISK
 HX1411_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1411_SP_SET: UNSPECIFIED ROCK
 HX1411_STAMPING: T 237 1962
 HX1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1411
 HX1411  HISTORY     - Date     Condition        Report By
 HX1411  HISTORY     - 1962     MONUMENTED       CGS
 HX1411
 HX1411                          STATION DESCRIPTION
 HX1411
 HX1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1411'10.5 MI W FROM LEIVASY.
 HX1411'ABOUT 0.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX1411'AT LEIVASY, THENCE ABOUT 7.3 MILES WEST ALONG A BLACK TOP ROAD,
 HX1411'THENCE ABOUT 0.6 MILES SOUTH ALONG A NARROW ROAD, AT THE JUNCTION
 HX1411'OF A DIRT ROAD SOUTH UP THE NORTHWEST SLOPE OF DAUBENSPECT KNOB,
 HX1411'SET ON THE TOP OF THE WEST CORNER OF A FLAT ROCK THAT IS ABOUT
 HX1411'30 FEET LONG, 15 FEET WIDE IN THE CENTER, 38 FEET EAST OF THE
 HX1411'CENTER LINE OF THE JUNCTION, 28 FEET SOUTHEAST OF THE CENTER
 HX1411'LINE OF THE ROAD, 3.5 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 HX1411'ROCK, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0976 ***********************************************************************
 HX0976  DESIGNATION -  T 238
 HX0976  PID         -  HX0976
 HX0976  STATE/COUNTY-  WV/GREENBRIER
 HX0976  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0976
 HX0976                         *CURRENT SURVEY CONTROL
 HX0976  ___________________________________________________________________
 HX0976* NAD 83(1986)-  38 08 12.     (N)    080 29 36.     (W)     SCALED    
 HX0976* NAVD 88     -      1137.613  (meters)    3732.32   (feet)  ADJUSTED  
 HX0976  ___________________________________________________________________
 HX0976  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HX0976  DYNAMIC HT  -        1136.643 (meters)    3729.14  (feet)  COMP
 HX0976  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 HX0976
 HX0976  VERT ORDER  -  SECOND    CLASS 0
 HX0976
 HX0976.The horizontal coordinates were scaled from a topographic map and have
 HX0976.an estimated accuracy of +/- 6 seconds.
 HX0976
 HX0976.The orthometric height was determined by differential leveling
 HX0976.and adjusted by the National Geodetic Survey in June 1991..
 HX0976
 HX0976.The geoid height was determined by GEOID03.
 HX0976
 HX0976.The dynamic height is computed by dividing the NAVD 88
 HX0976.geopotential number by the normal gravity value computed on the
 HX0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0976.degrees latitude (g = 980.6199 gals.).
 HX0976
 HX0976.The modeled gravity was interpolated from observed gravity values.
 HX0976
 HX0976;                    North         East    Units  Estimated Accuracy
 HX0976;SPC WV S     -   126,280.      644,420.      MT  (+/- 180 meters Scaled)
 HX0976
 HX0976                          SUPERSEDED SURVEY CONTROL
 HX0976
 HX0976  NGVD 29 (??/??/92) 1137.728  (m)         3732.70   (f) ADJ UNCH    2 0
 HX0976
 HX0976.Superseded values are not recommended for survey control.
 HX0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0976.See file dsdata.txt to determine how the superseded data were derived.
 HX0976
 HX0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC444211(NAD 83)
 HX0976_MARKER: DB = BENCH MARK DISK
 HX0976_SETTING: 66 = SET IN ROCK OUTCROP
 HX0976_SP_SET: ROCK LEDGE
 HX0976_STAMPING: T 238 1962
 HX0976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0976+STABILITY: POSITION/ELEVATION WELL
 HX0976
 HX0976  HISTORY     - Date     Condition        Report By
 HX0976  HISTORY     - 1962     MONUMENTED       CGS
 HX0976
 HX0976                          STATION DESCRIPTION
 HX0976
 HX0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0976'7.9 MI S FROM RICHWOOD.
 HX0976'7.9 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION OF
 HX0976'RIVERSIDE DRIVE, ABOUT 0.1 MILE NORTHWEST OF A -Y- ROAD JUNCTION,
 HX0976'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND
 HX0976'SOUTHEAST, SET IN THE TOP AND APPROXIMATE CENTER OF A ROCK LEDGE,
 HX0976'3 FEET EAST OF WEST END OF LEDGE, 46 FEET NORTH OF CENTER LINE
 HX0976'OF ROAD, AND IS 10 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1213 ***********************************************************************
 HX1213  DESIGNATION -  T 239
 HX1213  PID         -  HX1213
 HX1213  STATE/COUNTY-  WV/NICHOLAS
 HX1213  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1213
 HX1213                         *CURRENT SURVEY CONTROL
 HX1213  ___________________________________________________________________
 HX1213* NAD 83(1986)-  38 19 32.     (N)    080 33 16.     (W)     SCALED    
 HX1213* NAVD 88     -       836.896  (meters)    2745.72   (feet)  ADJUSTED  
 HX1213  ___________________________________________________________________
 HX1213  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX1213  DYNAMIC HT  -         836.248 (meters)    2743.59  (feet)  COMP
 HX1213  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 HX1213
 HX1213  VERT ORDER  -  SECOND    CLASS 0
 HX1213
 HX1213.The horizontal coordinates were scaled from a topographic map and have
 HX1213.an estimated accuracy of +/- 6 seconds.
 HX1213
 HX1213.The orthometric height was determined by differential leveling
 HX1213.and adjusted by the National Geodetic Survey in June 1991..
 HX1213
 HX1213.The geoid height was determined by GEOID03.
 HX1213
 HX1213.The dynamic height is computed by dividing the NAVD 88
 HX1213.geopotential number by the normal gravity value computed on the
 HX1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1213.degrees latitude (g = 980.6199 gals.).
 HX1213
 HX1213.The modeled gravity was interpolated from observed gravity values.
 HX1213
 HX1213;                    North         East    Units  Estimated Accuracy
 HX1213;SPC WV S     -   147,220.      638,960.      MT  (+/- 180 meters Scaled)
 HX1213
 HX1213                          SUPERSEDED SURVEY CONTROL
 HX1213
 HX1213  NGVD 29 (??/??/92)  837.050  (m)         2746.22   (f) ADJ UNCH    2 0
 HX1213
 HX1213.Superseded values are not recommended for survey control.
 HX1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1213.See file dsdata.txt to determine how the superseded data were derived.
 HX1213
 HX1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC389420(NAD 83)
 HX1213_MARKER: DB = BENCH MARK DISK
 HX1213_SETTING: 80 = SET IN A BOULDER
 HX1213_SP_SET: BOULDER
 HX1213_STAMPING: T 239 1962
 HX1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1213+STABILITY: SURFACE MOTION
 HX1213
 HX1213  HISTORY     - Date     Condition        Report By
 HX1213  HISTORY     - 1962     MONUMENTED       CGS
 HX1213
 HX1213                          STATION DESCRIPTION
 HX1213
 HX1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1213'4.4 MI SE FROM CAMDEN ON GAULEY.
 HX1213'ABOUT 4.2 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 HX1213'THE GAULEY RIVER AT CAMDEN ON GAULEY, THENCE ABOUT 0.2 MILES
 HX1213'SOUTH ALONG A ROUGH MOUNTAIN ROAD, ABOUT 75 YARDS NORTH OF AND
 HX1213'ACROSS THE ROAD FROM THE NORTHEAST CORNER OF THE MC FARLANE
 HX1213'CHAPEL, IN THE -Y- FORK OF THE JUNCTION OF A ROAD LEADING SOUTHEAST,
 HX1213'SET ON TOP OF A FLAT BOULDER COVERING THE WHOLE HILLSIDE, 140
 HX1213'FEET SOUTH OF THE CENTER LINE OF THE JUNCTION, 76 1/2 FEET
 HX1213'SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING SOUTHEAST, 34
 HX1213'FEET EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH AND SOUTH,
 HX1213'AND ABOUT LEVEL WITH THE NORTH AND SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0971 ***********************************************************************
 JW0971  DESIGNATION -  T 24
 JW0971  PID         -  JW0971
 JW0971  STATE/COUNTY-  WV/PRESTON
 JW0971  USGS QUAD   -  MASONTOWN (1976)
 JW0971
 JW0971                         *CURRENT SURVEY CONTROL
 JW0971  ___________________________________________________________________
 JW0971* NAD 83(1986)-  39 30 12.     (N)    079 45 19.     (W)     SCALED    
 JW0971* NAVD 88     -       619.491  (meters)    2032.45   (feet)  ADJUSTED  
 JW0971  ___________________________________________________________________
 JW0971  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JW0971  DYNAMIC HT  -         619.082 (meters)    2031.10  (feet)  COMP
 JW0971  MODELED GRAV-     979,946.1   (mgal)                       NAVD 88
 JW0971
 JW0971  VERT ORDER  -  SECOND    CLASS 0
 JW0971
 JW0971.The horizontal coordinates were scaled from a topographic map and have
 JW0971.an estimated accuracy of +/- 6 seconds.
 JW0971
 JW0971.The orthometric height was determined by differential leveling
 JW0971.and adjusted by the National Geodetic Survey in June 1991..
 JW0971
 JW0971.The geoid height was determined by GEOID03.
 JW0971
 JW0971.The dynamic height is computed by dividing the NAVD 88
 JW0971.geopotential number by the normal gravity value computed on the
 JW0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0971.degrees latitude (g = 980.6199 gals.).
 JW0971
 JW0971.The modeled gravity was interpolated from observed gravity values.
 JW0971
 JW0971;                    North         East    Units  Estimated Accuracy
 JW0971;SPC WV N     -   111,420.      578,050.      MT  (+/- 180 meters Scaled)
 JW0971
 JW0971                          SUPERSEDED SURVEY CONTROL
 JW0971
 JW0971  NGVD 29 (??/??/92)  619.604  (m)         2032.82   (f) ADJ UNCH    2 0
 JW0971
 JW0971.Superseded values are not recommended for survey control.
 JW0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0971.See file dsdata.txt to determine how the superseded data were derived.
 JW0971
 JW0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD070733(NAD 83)
 JW0971_MARKER: DB = BENCH MARK DISK
 JW0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0971_STAMPING: T 24 1935
 JW0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0971+STABILITY: SURFACE MOTION
 JW0971
 JW0971  HISTORY     - Date     Condition        Report By
 JW0971  HISTORY     - 1935     MONUMENTED       CGS
 JW0971  HISTORY     - 1956     GOOD             NGS
 JW0971
 JW0971                          STATION DESCRIPTION
 JW0971
 JW0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JW0971'3.9 MI E FROM REEDSVILLE.
 JW0971'3.9 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0971'STATION AT REEDSVILLE, ABOUT 875 FEET SOUTH OF THE SOUTH RAILROAD
 JW0971'CROSSING AT KANES CREEK, 150 FEET NORTH OF POLE 25/40, ABOUT 200
 JW0971'FEET SOUTHEAST OF A BARN, 18 FEET WEST OF THE WEST RAIL, AND 7
 JW0971'FEET EAST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0839 ***********************************************************************
 HX0839  DESIGNATION -  T 240
 HX0839  PID         -  HX0839
 HX0839  STATE/COUNTY-  WV/WEBSTER
 HX0839  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0839
 HX0839                         *CURRENT SURVEY CONTROL
 HX0839  ___________________________________________________________________
 HX0839* NAD 83(1986)-  38 22 20.     (N)    080 28 53.     (W)     SCALED    
 HX0839* NAVD 88     -       710.923  (meters)    2332.42   (feet)  ADJUSTED  
 HX0839  ___________________________________________________________________
 HX0839  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX0839  DYNAMIC HT  -         710.367 (meters)    2330.60  (feet)  COMP
 HX0839  MODELED GRAV-     979,822.5   (mgal)                       NAVD 88
 HX0839
 HX0839  VERT ORDER  -  SECOND    CLASS 0
 HX0839
 HX0839.The horizontal coordinates were scaled from a topographic map and have
 HX0839.an estimated accuracy of +/- 6 seconds.
 HX0839
 HX0839.The orthometric height was determined by differential leveling
 HX0839.and adjusted by the National Geodetic Survey in June 1991..
 HX0839
 HX0839.The geoid height was determined by GEOID03.
 HX0839
 HX0839.The dynamic height is computed by dividing the NAVD 88
 HX0839.geopotential number by the normal gravity value computed on the
 HX0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0839.degrees latitude (g = 980.6199 gals.).
 HX0839
 HX0839.The modeled gravity was interpolated from observed gravity values.
 HX0839
 HX0839;                    North         East    Units  Estimated Accuracy
 HX0839;SPC WV S     -   152,430.      645,320.      MT  (+/- 180 meters Scaled)
 HX0839
 HX0839                          SUPERSEDED SURVEY CONTROL
 HX0839
 HX0839  NGVD 29 (??/??/92)  711.060  (m)         2332.87   (f) ADJ UNCH    2 0
 HX0839
 HX0839.Superseded values are not recommended for survey control.
 HX0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0839.See file dsdata.txt to determine how the superseded data were derived.
 HX0839
 HX0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC453472(NAD 83)
 HX0839_MARKER: DB = BENCH MARK DISK
 HX0839_SETTING: 80 = SET IN A BOULDER
 HX0839_SP_SET: BOULDER
 HX0839_STAMPING: T 240 1962
 HX0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0839+STABILITY: SURFACE MOTION
 HX0839
 HX0839  HISTORY     - Date     Condition        Report By
 HX0839  HISTORY     - 1962     MONUMENTED       CGS
 HX0839  HISTORY     - 1965     GOOD             NGS
 HX0839
 HX0839                          STATION DESCRIPTION
 HX0839
 HX0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0839'0.5 MI SW FROM DYER.
 HX0839'0.5 MILES SOUTHWEST ALONG FOREST SERVICE ROAD 101 FROM THE
 HX0839'FOOTBRIDGE OVER WILLIAMS RIVER AT DYER, SET ON TOP OF THE WEST
 HX0839'CORNER OF A TRIANGULAR SHAPED BOULDER THAT IS ABOUT 15 FEET
 HX0839'LONG ON ALL SIDES AND IS 8 FEET HIGH ON THE SOUTHEAST END AND
 HX0839'2 FEET HIGH ON THE NORTHWEST SIDE NEXT TO ROAD, 12.5 FEET
 HX0839'SOUTHEAST OF CENTER LINE OF ROAD, 1.0 FOOT EAST OF WEST CORNER
 HX0839'OF BOULDER, AND 2.0 FEET HIGHER THAN ROAD.
 HX0839
 HX0839                          STATION RECOVERY (1965)
 HX0839
 HX0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HX0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0821 ***********************************************************************
 HX0821  DESIGNATION -  T 241
 HX0821  PID         -  HX0821
 HX0821  STATE/COUNTY-  WV/WEBSTER
 HX0821  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0821
 HX0821                         *CURRENT SURVEY CONTROL
 HX0821  ___________________________________________________________________
 HX0821* NAD 83(1986)-  38 15 38.     (N)    080 24 13.     (W)     SCALED    
 HX0821* NAVD 88     -       858.161  (meters)    2815.48   (feet)  ADJUSTED  
 HX0821  ___________________________________________________________________
 HX0821  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HX0821  DYNAMIC HT  -         857.447 (meters)    2813.14  (feet)  COMP
 HX0821  MODELED GRAV-     979,767.5   (mgal)                       NAVD 88
 HX0821
 HX0821  VERT ORDER  -  SECOND    CLASS 0
 HX0821
 HX0821.The horizontal coordinates were scaled from a topographic map and have
 HX0821.an estimated accuracy of +/- 6 seconds.
 HX0821
 HX0821.The orthometric height was determined by differential leveling
 HX0821.and adjusted by the National Geodetic Survey in June 1991..
 HX0821
 HX0821.The geoid height was determined by GEOID03.
 HX0821
 HX0821.The dynamic height is computed by dividing the NAVD 88
 HX0821.geopotential number by the normal gravity value computed on the
 HX0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0821.degrees latitude (g = 980.6199 gals.).
 HX0821
 HX0821.The modeled gravity was interpolated from observed gravity values.
 HX0821
 HX0821;                    North         East    Units  Estimated Accuracy
 HX0821;SPC WV S     -   140,080.      652,190.      MT  (+/- 180 meters Scaled)
 HX0821
 HX0821                          SUPERSEDED SURVEY CONTROL
 HX0821
 HX0821  NGVD 29 (??/??/92)  858.257  (m)         2815.80   (f) ADJ UNCH    2 0
 HX0821
 HX0821.Superseded values are not recommended for survey control.
 HX0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0821.See file dsdata.txt to determine how the superseded data were derived.
 HX0821
 HX0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC521348(NAD 83)
 HX0821_MARKER: DB = BENCH MARK DISK
 HX0821_SETTING: 80 = SET IN A BOULDER
 HX0821_SP_SET: BOULDER
 HX0821_STAMPING: T 241 1962
 HX0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0821+STABILITY: SURFACE MOTION
 HX0821
 HX0821  HISTORY     - Date     Condition        Report By
 HX0821  HISTORY     - 1962     MONUMENTED       CGS
 HX0821
 HX0821                          STATION DESCRIPTION
 HX0821
 HX0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0821'13 MI SE FROM DYER.
 HX0821'5.9 MILES SOUTHWEST AND SOUTHEAST ALONG FOREST SERVICE ROAD 101
 HX0821'FROM THE FOOTBRIDGE OVER THE WILLIAMS RIVER AT DYER, THENCE
 HX0821'ABOUT 7.1 MILES SOUTHEAST ALONG FOREST SERVICE ROAD 76, ABOUT
 HX0821'0.6 MILE NORTHWEST OF COLD BRANCH, SET ON TOP OF THE WEST CORNER
 HX0821'OF A ROCK THAT IS ABOUT 12-FOOT WIDE AND 4-FOOT HIGH AT THE
 HX0821'WEST CORNER, 40 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HX0821'1.5 FEET SOUTHEAST OF THE TOP EDGE OF THE WEST CORNER OF THE
 HX0821'ROCK, 0.2 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK, AND
 HX0821'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0861 ***********************************************************************
 HX0861  DESIGNATION -  T 242
 HX0861  PID         -  HX0861
 HX0861  STATE/COUNTY-  WV/POCAHONTAS
 HX0861  USGS QUAD   -  LOBELIA (1995)
 HX0861
 HX0861                         *CURRENT SURVEY CONTROL
 HX0861  ___________________________________________________________________
 HX0861* NAD 83(1986)-  38 10 58.     (N)    080 20 37.     (W)     SCALED    
 HX0861* NAVD 88     -      1037.596  (meters)    3404.18   (feet)  ADJUSTED  
 HX0861  ___________________________________________________________________
 HX0861  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HX0861  DYNAMIC HT  -        1036.710 (meters)    3401.27  (feet)  COMP
 HX0861  MODELED GRAV-     979,738.7   (mgal)                       NAVD 88
 HX0861
 HX0861  VERT ORDER  -  SECOND    CLASS 0
 HX0861
 HX0861.The horizontal coordinates were scaled from a topographic map and have
 HX0861.an estimated accuracy of +/- 6 seconds.
 HX0861
 HX0861.The orthometric height was determined by differential leveling
 HX0861.and adjusted by the National Geodetic Survey in June 1991..
 HX0861
 HX0861.The geoid height was determined by GEOID03.
 HX0861
 HX0861.The dynamic height is computed by dividing the NAVD 88
 HX0861.geopotential number by the normal gravity value computed on the
 HX0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0861.degrees latitude (g = 980.6199 gals.).
 HX0861
 HX0861.The modeled gravity was interpolated from observed gravity values.
 HX0861
 HX0861;                    North         East    Units  Estimated Accuracy
 HX0861;SPC WV S     -   131,480.      657,500.      MT  (+/- 180 meters Scaled)
 HX0861
 HX0861                          SUPERSEDED SURVEY CONTROL
 HX0861
 HX0861  NGVD 29 (??/??/92) 1037.671  (m)         3404.43   (f) ADJ UNCH    2 0
 HX0861
 HX0861.Superseded values are not recommended for survey control.
 HX0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0861.See file dsdata.txt to determine how the superseded data were derived.
 HX0861
 HX0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC574262(NAD 83)
 HX0861_MARKER: DB = BENCH MARK DISK
 HX0861_SETTING: 66 = SET IN ROCK OUTCROP
 HX0861_SP_SET: ROCK CUT
 HX0861_STAMPING: T 242 1962
 HX0861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0861+STABILITY: POSITION/ELEVATION WELL
 HX0861
 HX0861  HISTORY     - Date     Condition        Report By
 HX0861  HISTORY     - 1962     MONUMENTED       CGS
 HX0861
 HX0861                          STATION DESCRIPTION
 HX0861
 HX0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0861'17 MI E FROM RICHWOOD.
 HX0861'17.0 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 HX0861'AT RICHWOOD, ON THE OUTSIDE AT THE NORTHWEST END OF A CURVE
 HX0861'WITH TANGENTS EXTENDING EAST AND NORTHWEST, SET VERTICALLY IN
 HX0861'THE NORTHEAST FACE OF A ROCK THAT IS ABOUT 20-FOOT LONG BY 4-FOOT
 HX0861'HIGH THAT IS PART OF A LONG SLOPING CUT, 16 1/2 FEET SOUTHWEST OF
 HX0861'THE CENTER LINE OF THE HIGHWAY, 8 FEET NORTHWEST OF THE SOUTHEAST
 HX0861'END OF THE ROCK, ABOUT 1 FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT
 HX0861'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0974 ***********************************************************************
 HX0974  DESIGNATION -  T 243
 HX0974  PID         -  HX0974
 HX0974  STATE/COUNTY-  WV/GREENBRIER
 HX0974  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0974
 HX0974                         *CURRENT SURVEY CONTROL
 HX0974  ___________________________________________________________________
 HX0974* NAD 83(1986)-  38 07 38.     (N)    080 29 25.     (W)     SCALED    
 HX0974* NAVD 88     -      1133.979  (meters)    3720.40   (feet)  ADJUSTED  
 HX0974  ___________________________________________________________________
 HX0974  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HX0974  DYNAMIC HT  -        1133.003 (meters)    3717.19  (feet)  COMP
 HX0974  MODELED GRAV-     979,727.6   (mgal)                       NAVD 88
 HX0974
 HX0974  VERT ORDER  -  SECOND    CLASS 0
 HX0974
 HX0974.The horizontal coordinates were scaled from a topographic map and have
 HX0974.an estimated accuracy of +/- 6 seconds.
 HX0974
 HX0974.The orthometric height was determined by differential leveling
 HX0974.and adjusted by the National Geodetic Survey in June 1991..
 HX0974
 HX0974.The geoid height was determined by GEOID03.
 HX0974
 HX0974.The dynamic height is computed by dividing the NAVD 88
 HX0974.geopotential number by the normal gravity value computed on the
 HX0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0974.degrees latitude (g = 980.6199 gals.).
 HX0974
 HX0974.The modeled gravity was interpolated from observed gravity values.
 HX0974
 HX0974;                    North         East    Units  Estimated Accuracy
 HX0974;SPC WV S     -   125,230.      644,690.      MT  (+/- 180 meters Scaled)
 HX0974
 HX0974                          SUPERSEDED SURVEY CONTROL
 HX0974
 HX0974  NGVD 29 (??/??/92) 1134.085  (m)         3720.74   (f) ADJ UNCH    2 0
 HX0974
 HX0974.Superseded values are not recommended for survey control.
 HX0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0974.See file dsdata.txt to determine how the superseded data were derived.
 HX0974
 HX0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC446200(NAD 83)
 HX0974_MARKER: DB = BENCH MARK DISK
 HX0974_SETTING: 80 = SET IN A BOULDER
 HX0974_SP_SET: BOULDER
 HX0974_STAMPING: T 243 1962
 HX0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0974+STABILITY: SURFACE MOTION
 HX0974
 HX0974  HISTORY     - Date     Condition        Report By
 HX0974  HISTORY     - 1962     MONUMENTED       CGS
 HX0974
 HX0974                          STATION DESCRIPTION
 HX0974
 HX0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0974'8.8 MI S FROM RICHWOOD.
 HX0974'8.8 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION OF
 HX0974'RIVERSIDE DRIVE, ABOUT 0.8 MILE SOUTH OF A -Y- JUNCTION OF
 HX0974'GRADED ROAD LEADING EAST, AT AN ABANDONED STRIP MINE, ABOUT 0.4
 HX0974'MILE NORTH OF SOUTH END OF MINE, SET IN TOP OF EAST CORNER OF A
 HX0974'12 FOOT LONG-BY-12 FOOT WIDE-BY-3 FOOT HIGH BOULDER THAT IS ON
 HX0974'THE SOUTH BANK OF A SMALL RAVINE, 1.1 FEET NORTHWEST OF SOUTHEAST
 HX0974'END OF BOULDER, 140 FEET WEST OF CENTER LINE OF ROAD, AND IS
 HX0974'4 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0525 ***********************************************************************
 HX0525  CBN         -  This is a Cooperative Base Network Control Station.
 HX0525  DESIGNATION -  T 244
 HX0525  PID         -  HX0525
 HX0525  STATE/COUNTY-  WV/WEBSTER
 HX0525  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0525
 HX0525                         *CURRENT SURVEY CONTROL
 HX0525  ___________________________________________________________________
 HX0525* NAD 83(1995)-  38 28 45.81630(N)    080 24 49.17008(W)     ADJUSTED  
 HX0525* NAVD 88     -       445.836  (meters)    1462.71   (feet)  ADJUSTED  
 HX0525  ___________________________________________________________________
 HX0525  X           -     832,638.131 (meters)                     COMP
 HX0525  Y           -  -4,929,999.094 (meters)                     COMP
 HX0525  Z           -   3,947,497.083 (meters)                     COMP
 HX0525  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 HX0525  ELLIP HEIGHT-         414.83  (meters)          (04/23/01) GPS OBS
 HX0525  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX0525  DYNAMIC HT  -         445.511 (meters)    1461.65  (feet)  COMP
 HX0525  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 HX0525
 HX0525  HORZ ORDER  -  A
 HX0525  VERT ORDER  -  SECOND    CLASS 0
 HX0525  ELLP ORDER  -  FOURTH    CLASS I
 HX0525
 HX0525.The horizontal coordinates were established by GPS observations
 HX0525.and adjusted by the National Geodetic Survey in April 2001..
 HX0525
 HX0525.The orthometric height was determined by differential leveling
 HX0525.and adjusted by the National Geodetic Survey in June 1991..
 HX0525.WARNING-Repeat measurements at this control monument indicate possible
 HX0525.vertical movement.
 HX0525
 HX0525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX0525
 HX0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX0525
 HX0525.The ellipsoidal height was determined by GPS observations
 HX0525.and is referenced to NAD 83.
 HX0525
 HX0525.The geoid height was determined by GEOID03.
 HX0525
 HX0525.The dynamic height is computed by dividing the NAVD 88
 HX0525.geopotential number by the normal gravity value computed on the
 HX0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0525.degrees latitude (g = 980.6199 gals.).
 HX0525
 HX0525.The modeled gravity was interpolated from observed gravity values.
 HX0525
 HX0525;                    North         East     Units Scale Factor Converg.
 HX0525;SPC WV S     -   164,359.256   651,159.305   MT  0.99993889   +0 21 44.9
 HX0525;UTM  17      - 4,259,169.725   551,142.511   MT  0.99963221   +0 21 53.5
 HX0525
 HX0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX0525!SPC WV S     -   0.99993492  x   0.99993889  =   0.99987381
 HX0525!UTM  17      -   0.99993492  x   0.99963221  =   0.99956715
 HX0525
 HX0525                          SUPERSEDED SURVEY CONTROL
 HX0525
 HX0525  NAVD 88 (04/23/01)  445.84   (m)         1462.7    (f) LEVELING    3  
 HX0525  NGVD 29 (??/??/92)  446.005  (m)         1463.27   (f) ADJ UNCH    2 0
 HX0525
 HX0525.Superseded values are not recommended for survey control.
 HX0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0525.See file dsdata.txt to determine how the superseded data were derived.
 HX0525
 HX0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC5114359170(NAD 83)
 HX0525_MARKER: DB = BENCH MARK DISK
 HX0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0525_SP_SET: ABUTMENT
 HX0525_STAMPING: T 244 1962
 HX0525_MARK LOGO: CGS   
 HX0525_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX0525+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2000
 HX0525
 HX0525  HISTORY     - Date     Condition        Report By
 HX0525  HISTORY     - 1962     MONUMENTED       CGS
 HX0525  HISTORY     - 20000323 GOOD             GLNSC
 HX0525
 HX0525                          STATION DESCRIPTION
 HX0525
 HX0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0525'AT WEBSTER SPRINGS.
 HX0525'AT WEBSTER SPRINGS, ALONG BAKER STREET (STATE HIGHWAY 20), 180
 HX0525'FEET WEST OF JUNCTION OF NORTH MAIN STREET, 13 FEET NORTH OF
 HX0525'CENTER LINE OF STREET, ABOUT 1/2 FOOT ABOVE STREET LEVEL, 1
 HX0525'FOOT NORTH OF NORTH EDGE OF STEEL FRAME OF BRIDGE, AND SET ON
 HX0525'TOP OF NORTH END OF EAST ABUTMENT OF BRIDGE OVER EAST FORK ELK
 HX0525'RIVER.
 HX0525
 HX0525                          STATION RECOVERY (2000)
 HX0525
 HX0525'RECOVERY NOTE BY GLENVILLE STATE COLLEGE 2000 (DS)
 HX0525'RECOVERED AS DESCRIBED.
 HX0525'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0629 ***********************************************************************
 HX0629  DESIGNATION -  T 245
 HX0629  PID         -  HX0629
 HX0629  STATE/COUNTY-  WV/POCAHONTAS
 HX0629  USGS QUAD   -  SHARP KNOB (1995)
 HX0629
 HX0629                         *CURRENT SURVEY CONTROL
 HX0629  ___________________________________________________________________
 HX0629* NAD 83(1986)-  38 23 59.     (N)    080 07 29.     (W)     SCALED    
 HX0629* NAVD 88     -       851.665  (meters)    2794.17   (feet)  ADJUSTED  
 HX0629  ___________________________________________________________________
 HX0629  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0629  DYNAMIC HT  -         850.972 (meters)    2791.90  (feet)  COMP
 HX0629  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 HX0629
 HX0629  VERT ORDER  -  FIRST     CLASS II
 HX0629
 HX0629.The horizontal coordinates were scaled from a topographic map and have
 HX0629.an estimated accuracy of +/- 6 seconds.
 HX0629
 HX0629.The orthometric height was determined by differential leveling
 HX0629.and adjusted by the National Geodetic Survey in June 1991..
 HX0629
 HX0629.The geoid height was determined by GEOID03.
 HX0629
 HX0629.The dynamic height is computed by dividing the NAVD 88
 HX0629.geopotential number by the normal gravity value computed on the
 HX0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0629.degrees latitude (g = 980.6199 gals.).
 HX0629
 HX0629.The modeled gravity was interpolated from observed gravity values.
 HX0629
 HX0629;                    North         East    Units  Estimated Accuracy
 HX0629;SPC WV S     -   155,720.      676,450.      MT  (+/- 180 meters Scaled)
 HX0629
 HX0629                          SUPERSEDED SURVEY CONTROL
 HX0629
 HX0629  NGVD 29 (??/??/92)  851.760  (m)         2794.48   (f) ADJ UNCH    1 2
 HX0629
 HX0629.Superseded values are not recommended for survey control.
 HX0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0629.See file dsdata.txt to determine how the superseded data were derived.
 HX0629
 HX0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC764505(NAD 83)
 HX0629_MARKER: DB = BENCH MARK DISK
 HX0629_SETTING: 66 = SET IN ROCK OUTCROP
 HX0629_SP_SET: ROCK LEDGE
 HX0629_STAMPING: T 245 1962
 HX0629_MARK LOGO: CGS   
 HX0629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0629+STABILITY: POSITION/ELEVATION WELL
 HX0629
 HX0629  HISTORY     - Date     Condition        Report By
 HX0629  HISTORY     - 1962     MONUMENTED       CGS
 HX0629  HISTORY     - 1983     GOOD             NGS
 HX0629
 HX0629                          STATION DESCRIPTION
 HX0629
 HX0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0629'1.1 MI S FROM SLATY FORK.
 HX0629'1.1 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL
 HX0629'AT SLATY FORK, ABOUT 0.15 MILE NORTH OF THE JUNCTION OF A PRIVATE
 HX0629'DRIVE LEADING EAST UPHILL TO A WOODEN FRAME HOUSE, ABOUT 0.1 MILE
 HX0629'SOUTH OF A ASHLAND SERVICE STATION AND STORE, SET VERTICALLY
 HX0629'IN THE NORTHWEST FACE OF A ROCK LEDGE ABOUT 54-FOOT LONG AND
 HX0629'5-FOOT HIGH PROJECTING OUT OF SOUTHEAST ROAD BANK THAT IS
 HX0629'ABOUT 10-FOOT HIGH, 18 FEET SOUTHEAST OF THE CENTER LINE OF
 HX0629'THE ROAD, 20 FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK
 HX0629'LEDGE, ABOUT 2 FEET ABOVE THE GROUND LEVEL, AND ABOUT 3 FEET
 HX0629'ABOVE THE LEVEL OF THE HIGHWAY.
 HX0629
 HX0629                          STATION RECOVERY (1983)
 HX0629
 HX0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0768 ***********************************************************************
 HX0768  DESIGNATION -  T 246
 HX0768  PID         -  HX0768
 HX0768  STATE/COUNTY-  WV/POCAHONTAS
 HX0768  USGS QUAD   -  WOODROW (1995)
 HX0768
 HX0768                         *CURRENT SURVEY CONTROL
 HX0768  ___________________________________________________________________
 HX0768* NAD 83(1986)-  38 16 54.     (N)    080 14 53.     (W)     SCALED    
 HX0768* NAVD 88     -      1236.167  (meters)    4055.66   (feet)  ADJUSTED  
 HX0768  ___________________________________________________________________
 HX0768  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0768  DYNAMIC HT  -        1235.141 (meters)    4052.29  (feet)  COMP
 HX0768  MODELED GRAV-     979,753.3   (mgal)                       NAVD 88
 HX0768
 HX0768  VERT ORDER  -  SECOND    CLASS 0
 HX0768
 HX0768.The horizontal coordinates were scaled from a topographic map and have
 HX0768.an estimated accuracy of +/- 6 seconds.
 HX0768
 HX0768.The orthometric height was determined by differential leveling
 HX0768.and adjusted by the National Geodetic Survey in June 1991..
 HX0768
 HX0768.The geoid height was determined by GEOID03.
 HX0768
 HX0768.The dynamic height is computed by dividing the NAVD 88
 HX0768.geopotential number by the normal gravity value computed on the
 HX0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0768.degrees latitude (g = 980.6199 gals.).
 HX0768
 HX0768.The modeled gravity was interpolated from observed gravity values.
 HX0768
 HX0768;                    North         East    Units  Estimated Accuracy
 HX0768;SPC WV S     -   142,520.      665,790.      MT  (+/- 180 meters Scaled)
 HX0768
 HX0768                          SUPERSEDED SURVEY CONTROL
 HX0768
 HX0768  NGVD 29 (??/??/92) 1236.261  (m)         4055.97   (f) ADJ UNCH    2 0
 HX0768
 HX0768.Superseded values are not recommended for survey control.
 HX0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0768.See file dsdata.txt to determine how the superseded data were derived.
 HX0768
 HX0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC657373(NAD 83)
 HX0768_MARKER: DB = BENCH MARK DISK
 HX0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0768_STAMPING: T 246 1962
 HX0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0768+STABILITY: SURFACE MOTION
 HX0768
 HX0768  HISTORY     - Date     Condition        Report By
 HX0768  HISTORY     - 1962     MONUMENTED       CGS
 HX0768
 HX0768                          STATION DESCRIPTION
 HX0768
 HX0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0768'12 MI W FROM WOODROW.
 HX0768'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0768'SCHOOL AT WOODROW, THENCE 10.15 MILES NORTHWEST AND SOUTHWEST
 HX0768'ALONG U.S. FORESTRY ROAD 76, THENCE 0.45 MILES SOUTHWEST ALONG
 HX0768'U.S. FORESTRY ROAD 108, AT THE JUNCTION OF A ABANDONED ROADBED,
 HX0768'ON THE OUTSIDE OF A HORSESHOE CURVE LEADING NORTHWEST AND NORTH
 HX0768'NORTHWEST, 40 FEET SOUTH OF CENTER LINE OF ROAD, 14 FEET WEST
 HX0768'OF APPROXIMATE CENTER OF ABANDONED ROADBED, 46 FEET NORTH OF
 HX0768'NORTH EDGE OF NORTH BANK OF MIDDLE FORK CREEK AT CENTER LINE
 HX0768'OF POINT WHERE ABANDONED ROAD CROSSES, 1.8 FEET NORTH OF A STEEL
 HX0768'WITNESS POST, 3 FEET BELOW LEVEL OF ROAD, AND SET IN THE TOP OF
 HX0768'A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0710 ***********************************************************************
 HX0710  DESIGNATION -  T 247
 HX0710  PID         -  HX0710
 HX0710  STATE/COUNTY-  WV/POCAHONTAS
 HX0710  USGS QUAD   -  SHARP KNOB (1995)
 HX0710
 HX0710                         *CURRENT SURVEY CONTROL
 HX0710  ___________________________________________________________________
 HX0710* NAD 83(1986)-  38 22 37.     (N)    080 13 00.     (W)     SCALED    
 HX0710* NAVD 88     -      1198.098  (meters)    3930.76   (feet)  ADJUSTED  
 HX0710  ___________________________________________________________________
 HX0710  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HX0710  DYNAMIC HT  -        1197.134 (meters)    3927.60  (feet)  COMP
 HX0710  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 HX0710
 HX0710  VERT ORDER  -  SECOND    CLASS 0
 HX0710
 HX0710.The horizontal coordinates were scaled from a topographic map and have
 HX0710.an estimated accuracy of +/- 6 seconds.
 HX0710
 HX0710.The orthometric height was determined by differential leveling
 HX0710.and adjusted by the National Geodetic Survey in June 1991..
 HX0710
 HX0710.The geoid height was determined by GEOID03.
 HX0710
 HX0710.The dynamic height is computed by dividing the NAVD 88
 HX0710.geopotential number by the normal gravity value computed on the
 HX0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0710.degrees latitude (g = 980.6199 gals.).
 HX0710
 HX0710.The modeled gravity was interpolated from observed gravity values.
 HX0710
 HX0710;                    North         East    Units  Estimated Accuracy
 HX0710;SPC WV S     -   153,120.      668,440.      MT  (+/- 180 meters Scaled)
 HX0710
 HX0710                          SUPERSEDED SURVEY CONTROL
 HX0710
 HX0710  NGVD 29 (??/??/92) 1198.202  (m)         3931.10   (f) ADJ UNCH    2 0
 HX0710
 HX0710.Superseded values are not recommended for survey control.
 HX0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0710.See file dsdata.txt to determine how the superseded data were derived.
 HX0710
 HX0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC684479(NAD 83)
 HX0710_MARKER: DB = BENCH MARK DISK
 HX0710_SETTING: 66 = SET IN ROCK OUTCROP
 HX0710_SP_SET: ROCK CUT
 HX0710_STAMPING: T 247 1962
 HX0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0710+STABILITY: POSITION/ELEVATION WELL
 HX0710
 HX0710  HISTORY     - Date     Condition        Report By
 HX0710  HISTORY     - 1962     MONUMENTED       CGS
 HX0710
 HX0710                          STATION DESCRIPTION
 HX0710
 HX0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0710'13.6 MI SW FROM SLATY FORK.
 HX0710'4.6 MILES NORTHWEST ALONG ABANDONED RAILWAY BED (TRAIL) FROM
 HX0710'THE POST OFFICE AT SLATY FORK, THENCE ABOUT 2.7 MILES SOUTHWEST
 HX0710'ALONG U.S. FORESTRY ROAD 24, THENCE 6.3 MILES SOUTHWEST ALONG A
 HX0710'GRADED ROAD LEADING TO A LARGE COAL MINE, ABOUT 0.2 MILES
 HX0710'NORTHEAST OF THE JUNCTION OF FORESTRY ROAD 135 LEADING EAST AND
 HX0710'SOUTHWEST, UP AROUND TURKEY MOUNTAIN, ABOUT 0.35 MILE NORTHEAST
 HX0710'OF THE COAL MINE CONVEYOR BELTS AND OFFICE, SET VERTICALLY IN
 HX0710'THE WEST FACE OF A ROCK CUT ABOUT 70 FEET LONG PROJECTING 10
 HX0710'FEET IN A LONG CUT AT THE SOUTH END OF A CURVE SOUTH BY EAST,
 HX0710'48 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 31 FEET NORTH
 HX0710'OF THE SOUTH END OF THE ROCK, ABOUT 1 FOOT ABOVE THE GROUND, AND
 HX0710'ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0842 ***********************************************************************
 HX0842  DESIGNATION -  T 248
 HX0842  PID         -  HX0842
 HX0842  STATE/COUNTY-  WV/POCAHONTAS
 HX0842  USGS QUAD   -  HILLSBORO (1995)
 HX0842
 HX0842                         *CURRENT SURVEY CONTROL
 HX0842  ___________________________________________________________________
 HX0842* NAD 83(1986)-  38 08 46.     (N)    080 11 37.     (W)     SCALED    
 HX0842* NAVD 88     -       699.370  (meters)    2294.52   (feet)  ADJUSTED  
 HX0842  ___________________________________________________________________
 HX0842  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX0842  DYNAMIC HT  -         698.801 (meters)    2292.65  (feet)  COMP
 HX0842  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 HX0842
 HX0842  VERT ORDER  -  FIRST     CLASS II
 HX0842
 HX0842.The horizontal coordinates were scaled from a topographic map and have
 HX0842.an estimated accuracy of +/- 6 seconds.
 HX0842
 HX0842.The orthometric height was determined by differential leveling
 HX0842.and adjusted by the National Geodetic Survey in June 1991..
 HX0842
 HX0842.The geoid height was determined by GEOID03.
 HX0842
 HX0842.The dynamic height is computed by dividing the NAVD 88
 HX0842.geopotential number by the normal gravity value computed on the
 HX0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0842.degrees latitude (g = 980.6199 gals.).
 HX0842
 HX0842.The modeled gravity was interpolated from observed gravity values.
 HX0842
 HX0842;                    North         East    Units  Estimated Accuracy
 HX0842;SPC WV S     -   127,510.      670,680.      MT  (+/- 180 meters Scaled)
 HX0842
 HX0842                          SUPERSEDED SURVEY CONTROL
 HX0842
 HX0842  NGVD 29 (??/??/92)  699.462  (m)         2294.82   (f) ADJ UNCH    1 2
 HX0842
 HX0842.Superseded values are not recommended for survey control.
 HX0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0842.See file dsdata.txt to determine how the superseded data were derived.
 HX0842
 HX0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC706223(NAD 83)
 HX0842_MARKER: DB = BENCH MARK DISK
 HX0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0842_STAMPING: T 248 1962
 HX0842_MARK LOGO: CGS   
 HX0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0842+STABILITY: SURFACE MOTION
 HX0842
 HX0842  HISTORY     - Date     Condition        Report By
 HX0842  HISTORY     - 1962     MONUMENTED       CGS
 HX0842  HISTORY     - 1983     GOOD             NGS
 HX0842
 HX0842                          STATION DESCRIPTION
 HX0842
 HX0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0842'1.2 MI SW FROM MILL POINT.
 HX0842'1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE JUNCTION
 HX0842'OF STATE HIGHWAY 39 AT MILL POINT, ABOUT 1.8 MILES NORTHWEST
 HX0842'ALONG A BLACK TOP ROAD FROM THE CHESAPEAKE AND OHIO RAILWAY STATION
 HX0842'AT SEEBERT, AT THE JUNCTION OF A BLACK TOP ROAD SOUTHEAST, AT THE
 HX0842'SOUTH CORNER OF THE YARD OF PLEASANT GROVE SCHOOL, 38 1/2 FEET
 HX0842'SOUTH OF THE SOUTH CORNER OF THE SCHOOL BUILDING, 33 FEET
 HX0842'NORTHEAST OF THE CENTER LINE OF THE BLACK TOP ROAD, 237 FEET
 HX0842'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF THE
 HX0842'SOUTH CORNER OF A CONCRETE WELL CURB, 1 1/2 FEET NORTHWEST OF A
 HX0842'FENCE LINE, 12 1/2 FEET NORTHEAST OF A FENCE CORNER POST, 1.4
 HX0842'FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT 4 FEET ABOVE THE
 HX0842'LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A CONCRETE POST
 HX0842'THAT PROJECTS ABOUT 3 INCHES.
 HX0842
 HX0842                          STATION RECOVERY (1983)
 HX0842
 HX0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0886 ***********************************************************************
 HX0886  DESIGNATION -  T 249
 HX0886  PID         -  HX0886
 HX0886  STATE/COUNTY-  WV/GREENBRIER
 HX0886  USGS QUAD   -  DROOP (1995)
 HX0886
 HX0886                         *CURRENT SURVEY CONTROL
 HX0886  ___________________________________________________________________
 HX0886* NAD 83(1986)-  38 03 29.     (N)    080 21 39.     (W)     SCALED    
 HX0886* NAVD 88     -       643.814  (meters)    2112.25   (feet)  ADJUSTED  
 HX0886  ___________________________________________________________________
 HX0886  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HX0886  DYNAMIC HT  -         643.287 (meters)    2110.52  (feet)  COMP
 HX0886  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 HX0886
 HX0886  VERT ORDER  -  SECOND    CLASS 0
 HX0886
 HX0886.The horizontal coordinates were scaled from a topographic map and have
 HX0886.an estimated accuracy of +/- 6 seconds.
 HX0886
 HX0886.The orthometric height was determined by differential leveling
 HX0886.and adjusted by the National Geodetic Survey in June 1991..
 HX0886
 HX0886.The geoid height was determined by GEOID03.
 HX0886
 HX0886.The dynamic height is computed by dividing the NAVD 88
 HX0886.geopotential number by the normal gravity value computed on the
 HX0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0886.degrees latitude (g = 980.6199 gals.).
 HX0886
 HX0886.The modeled gravity was interpolated from observed gravity values.
 HX0886
 HX0886;                    North         East    Units  Estimated Accuracy
 HX0886;SPC WV S     -   117,630.      656,090.      MT  (+/- 180 meters Scaled)
 HX0886
 HX0886                          SUPERSEDED SURVEY CONTROL
 HX0886
 HX0886  NGVD 29 (??/??/92)  643.937  (m)         2112.65   (f) ADJ UNCH    2 0
 HX0886
 HX0886.Superseded values are not recommended for survey control.
 HX0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0886.See file dsdata.txt to determine how the superseded data were derived.
 HX0886
 HX0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC560124(NAD 83)
 HX0886_MARKER: DB = BENCH MARK DISK
 HX0886_SETTING: 66 = SET IN ROCK OUTCROP
 HX0886_SP_SET: ROCK CUT
 HX0886_STAMPING: T 249 1962
 HX0886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0886+STABILITY: POSITION/ELEVATION WELL
 HX0886
 HX0886  HISTORY     - Date     Condition        Report By
 HX0886  HISTORY     - 1962     MONUMENTED       CGS
 HX0886  HISTORY     - 1983     GOOD             NGS
 HX0886  HISTORY     - 1983     GOOD             NGS
 HX0886
 HX0886                          STATION DESCRIPTION
 HX0886
 HX0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0886'6 MI N FROM RENICK.
 HX0886'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE HIGH SCHOOL
 HX0886'AT RENICK, THENCE ABOUT 2.6 MILES NORTHWEST ALONG BLACK TOP
 HX0886'ROAD, ABOUT 0.3 MILES WEST OF THE JUNCTION OF A BLACK TOP ROAD
 HX0886'LEADING NORTH UP ROBBINS RUN, ABOUT 0.25 MILES WEST OF THE WEST
 HX0886'END OF THE BRIDGE OVER ROBBINS RUN, SET VERTICALLY IN THE SOUTH
 HX0886'FACE OF A SMALL ROCK CUT ABOUT 25 FEET LONG AND 15 FEET HIGH,
 HX0886'12 FEET NORTH OF THE CENTER LINE OF THE ROAD, 9 FEET WEST OF THE
 HX0886'EAST END OF THE ROCK CUT, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 HX0886'GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0886
 HX0886                          STATION RECOVERY (1983)
 HX0886
 HX0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0886'RECOVERED IN GOOD CONDITION.
 HX0886
 HX0886                          STATION RECOVERY (1983)
 HX0886
 HX0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1699 ***********************************************************************
 HX1699  DESIGNATION -  T 25
 HX1699  PID         -  HX1699
 HX1699  STATE/COUNTY-  WV/CALHOUN
 HX1699  USGS QUAD   -  GRANTSVILLE (1966)
 HX1699
 HX1699                         *CURRENT SURVEY CONTROL
 HX1699  ___________________________________________________________________
 HX1699* NAD 83(1986)-  38 57 59.     (N)    081 03 29.     (W)     SCALED    
 HX1699* NAVD 88     -       361.816  (meters)    1187.06   (feet)  ADJUSTED  
 HX1699  ___________________________________________________________________
 HX1699  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HX1699  DYNAMIC HT  -         361.578 (meters)    1186.28  (feet)  COMP
 HX1699  MODELED GRAV-     979,959.7   (mgal)                       NAVD 88
 HX1699
 HX1699  VERT ORDER  -  SECOND    CLASS 0
 HX1699
 HX1699.The horizontal coordinates were scaled from a topographic map and have
 HX1699.an estimated accuracy of +/- 6 seconds.
 HX1699
 HX1699.The orthometric height was determined by differential leveling
 HX1699.and adjusted by the National Geodetic Survey in June 1991..
 HX1699
 HX1699.The geoid height was determined by GEOID03.
 HX1699
 HX1699.The dynamic height is computed by dividing the NAVD 88
 HX1699.geopotential number by the normal gravity value computed on the
 HX1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1699.degrees latitude (g = 980.6199 gals.).
 HX1699
 HX1699.The modeled gravity was interpolated from observed gravity values.
 HX1699
 HX1699;                    North         East    Units  Estimated Accuracy
 HX1699;SPC WV S     -   218,260.      594,970.      MT  (+/- 180 meters Scaled)
 HX1699
 HX1699                          SUPERSEDED SURVEY CONTROL
 HX1699
 HX1699  NGVD 29 (??/??/92)  361.985  (m)         1187.61   (f) ADJ UNCH    2 0
 HX1699
 HX1699.Superseded values are not recommended for survey control.
 HX1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1699.See file dsdata.txt to determine how the superseded data were derived.
 HX1699
 HX1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD949130(NAD 83)
 HX1699_MARKER: DB = BENCH MARK DISK
 HX1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1699_STAMPING: T 25 1935
 HX1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1699+STABILITY: SURFACE MOTION
 HX1699
 HX1699  HISTORY     - Date     Condition        Report By
 HX1699  HISTORY     - 1935     MONUMENTED       CGS
 HX1699
 HX1699                          STATION DESCRIPTION
 HX1699
 HX1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX1699'4.7 MI N FROM GRANTSVILLE.
 HX1699'4.7 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 HX1699'AT GRANTSVILLE, AT THE NORTHWEST SIDE OF SMITHVILLE, ABOUT 105
 HX1699'FEET SOUTHEAST OF THE TOP OF JACKSON HILL, 55 FEET NORTH OF THE
 HX1699'MRS. ETHEL WILTS STORE, AND 30 FEET NORTHEAST OF THE CENTERLINE
 HX1699'OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 25 1935 AND SET IN
 HX1699'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0909 ***********************************************************************
 HX0909  DESIGNATION -  T 250
 HX0909  PID         -  HX0909
 HX0909  STATE/COUNTY-  WV/POCAHONTAS
 HX0909  USGS QUAD   -  LOBELIA (1995)
 HX0909
 HX0909                         *CURRENT SURVEY CONTROL
 HX0909  ___________________________________________________________________
 HX0909* NAD 83(1986)-  38 08 08.     (N)    080 16 23.     (W)     SCALED    
 HX0909* NAVD 88     -       810.915  (meters)    2660.48   (feet)  ADJUSTED  
 HX0909  ___________________________________________________________________
 HX0909  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX0909  DYNAMIC HT  -         810.232 (meters)    2658.24  (feet)  COMP
 HX0909  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 HX0909
 HX0909  VERT ORDER  -  SECOND    CLASS 0
 HX0909
 HX0909.The horizontal coordinates were scaled from a topographic map and have
 HX0909.an estimated accuracy of +/- 6 seconds.
 HX0909
 HX0909.The orthometric height was determined by differential leveling
 HX0909.and adjusted by the National Geodetic Survey in June 1991..
 HX0909
 HX0909.The geoid height was determined by GEOID03.
 HX0909
 HX0909.The dynamic height is computed by dividing the NAVD 88
 HX0909.geopotential number by the normal gravity value computed on the
 HX0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0909.degrees latitude (g = 980.6199 gals.).
 HX0909
 HX0909.The modeled gravity was interpolated from observed gravity values.
 HX0909
 HX0909;                    North         East    Units  Estimated Accuracy
 HX0909;SPC WV S     -   126,280.      663,730.      MT  (+/- 180 meters Scaled)
 HX0909
 HX0909                          SUPERSEDED SURVEY CONTROL
 HX0909
 HX0909  NGVD 29 (??/??/92)  811.000  (m)         2660.76   (f) ADJ UNCH    2 0
 HX0909
 HX0909.Superseded values are not recommended for survey control.
 HX0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0909.See file dsdata.txt to determine how the superseded data were derived.
 HX0909
 HX0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC637211(NAD 83)
 HX0909_MARKER: DB = BENCH MARK DISK
 HX0909_SETTING: 66 = SET IN ROCK OUTCROP
 HX0909_SP_SET: ROCK LEDGE
 HX0909_STAMPING: T 250 1962
 HX0909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0909+STABILITY: POSITION/ELEVATION WELL
 HX0909
 HX0909  HISTORY     - Date     Condition        Report By
 HX0909  HISTORY     - 1962     MONUMENTED       CGS
 HX0909
 HX0909                          STATION DESCRIPTION
 HX0909
 HX0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0909'1.6 MI E FROM LOBELIA.
 HX0909'1.65 MILES EAST ALONG BLACK TOP ROAD FROM JUNCTION OF A GRADED
 HX0909'ROAD AT LOBELIA, ABOUT 0.65 MILES WEST OF THE JUNCTION OF A
 HX0909'GRADED ROAD LEADING SOUTH TO DROOP MOUNTAIN BATTLE FIELD STATE
 HX0909'PARK, ABOUT 0.4 MILES EAST OF A 20 FOOT HIGHWAY BRIDGE OVER CAVE
 HX0909'RUN, SET ON TOP OF A 15 BY 10 FOOT ROCK LEDGE ON THE OUTSIDE OF A
 HX0909'CURVE SOUTHWEST BY WEST AT ABOUT THE CENTER LINE OF THE CURVE,
 HX0909'18 FEET EAST OF THE CENTER LINE OF THE ROAD, 8 FEET WEST OF A
 HX0909'RIGHT-OF-WAY FENCE LINE, 1.2 FEET EAST OF THE WEST EDGE OF THE
 HX0909'ROCK LEDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0566 ***********************************************************************
 HX0566  DESIGNATION -  T 251
 HX0566  PID         -  HX0566
 HX0566  STATE/COUNTY-  WV/POCAHONTAS
 HX0566  USGS QUAD   -  DENMAR (1995)
 HX0566
 HX0566                         *CURRENT SURVEY CONTROL
 HX0566  ___________________________________________________________________
 HX0566* NAD 83(1986)-  38 04 02.     (N)    080 14 16.     (W)     SCALED    
 HX0566* NAVD 88     -       609.230  (meters)    1998.78   (feet)  ADJUSTED  
 HX0566  ___________________________________________________________________
 HX0566  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 HX0566  DYNAMIC HT  -         608.709 (meters)    1997.07  (feet)  COMP
 HX0566  MODELED GRAV-     979,754.3   (mgal)                       NAVD 88
 HX0566
 HX0566  VERT ORDER  -  SECOND    CLASS 0
 HX0566
 HX0566.The horizontal coordinates were scaled from a topographic map and have
 HX0566.an estimated accuracy of +/- 6 seconds.
 HX0566
 HX0566.The orthometric height was determined by differential leveling
 HX0566.and adjusted by the National Geodetic Survey in June 1991..
 HX0566
 HX0566.The geoid height was determined by GEOID03.
 HX0566
 HX0566.The dynamic height is computed by dividing the NAVD 88
 HX0566.geopotential number by the normal gravity value computed on the
 HX0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0566.degrees latitude (g = 980.6199 gals.).
 HX0566
 HX0566.The modeled gravity was interpolated from observed gravity values.
 HX0566
 HX0566;                    North         East    Units  Estimated Accuracy
 HX0566;SPC WV S     -   118,720.      666,880.      MT  (+/- 180 meters Scaled)
 HX0566
 HX0566                          SUPERSEDED SURVEY CONTROL
 HX0566
 HX0566  NGVD 29 (??/??/92)  609.311  (m)         1999.05   (f) ADJ UNCH    2 0
 HX0566
 HX0566.Superseded values are not recommended for survey control.
 HX0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0566.See file dsdata.txt to determine how the superseded data were derived.
 HX0566
 HX0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC668135(NAD 83)
 HX0566_MARKER: DB = BENCH MARK DISK
 HX0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0566_SP_SET: ABUTMENT
 HX0566_STAMPING: T 251 1962
 HX0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0566
 HX0566  HISTORY     - Date     Condition        Report By
 HX0566  HISTORY     - 1962     MONUMENTED       CGS
 HX0566  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0566
 HX0566                          STATION DESCRIPTION
 HX0566
 HX0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0566'1.1 MI S FROM BEARD.
 HX0566'1.1 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX0566'POST OFFICE AT BEARD, SET ON TOP OF THE CENTER OF THE NORTHWEST
 HX0566'ABUTMENT OF A RAILWAY BRIDGE 376 OVER LOCUST CREEK, 9 FEET
 HX0566'NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 4 FEET BELOW THE
 HX0566'LEVEL OF THE TRACK.
 HX0566
 HX0566                          STATION RECOVERY (1983)
 HX0566
 HX0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0635 ***********************************************************************
 HX0635  DESIGNATION -  T 252
 HX0635  PID         -  HX0635
 HX0635  STATE/COUNTY-  WV/POCAHONTAS
 HX0635  USGS QUAD   -  MINGO (1995)
 HX0635
 HX0635                         *CURRENT SURVEY CONTROL
 HX0635  ___________________________________________________________________
 HX0635* NAD 83(1986)-  38 25 04.     (N)    080 04 10.     (W)     SCALED    
 HX0635* NAVD 88     -       878.530  (meters)    2882.31   (feet)  ADJUSTED  
 HX0635  ___________________________________________________________________
 HX0635  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0635  DYNAMIC HT  -         877.812 (meters)    2879.95  (feet)  COMP
 HX0635  MODELED GRAV-     979,781.6   (mgal)                       NAVD 88
 HX0635
 HX0635  VERT ORDER  -  FIRST     CLASS II
 HX0635
 HX0635.The horizontal coordinates were scaled from a topographic map and have
 HX0635.an estimated accuracy of +/- 6 seconds.
 HX0635
 HX0635.The orthometric height was determined by differential leveling
 HX0635.and adjusted by the National Geodetic Survey in June 1991..
 HX0635
 HX0635.The geoid height was determined by GEOID03.
 HX0635
 HX0635.The dynamic height is computed by dividing the NAVD 88
 HX0635.geopotential number by the normal gravity value computed on the
 HX0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0635.degrees latitude (g = 980.6199 gals.).
 HX0635
 HX0635.The modeled gravity was interpolated from observed gravity values.
 HX0635
 HX0635;                    North         East    Units  Estimated Accuracy
 HX0635;SPC WV S     -   157,770.      681,260.      MT  (+/- 180 meters Scaled)
 HX0635
 HX0635                          SUPERSEDED SURVEY CONTROL
 HX0635
 HX0635  NGVD 29 (??/??/92)  878.605  (m)         2882.56   (f) ADJ UNCH    1 2
 HX0635
 HX0635.Superseded values are not recommended for survey control.
 HX0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0635.See file dsdata.txt to determine how the superseded data were derived.
 HX0635
 HX0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC812525(NAD 83)
 HX0635_MARKER: DB = BENCH MARK DISK
 HX0635_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX0635_STAMPING: T 252 1962
 HX0635_MARK LOGO: CGS   
 HX0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0635+STABILITY: SURFACE MOTION
 HX0635
 HX0635  HISTORY     - Date     Condition        Report By
 HX0635  HISTORY     - 1962     MONUMENTED       CGS
 HX0635  HISTORY     - 1983     GOOD             NGS
 HX0635
 HX0635                          STATION DESCRIPTION
 HX0635
 HX0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0635'3 MI E FROM SLATY FORK.
 HX0635'3.0 MILES EAST ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL
 HX0635'AT SLATY FORK, ON TOP OF THE EAST END OF THE SOUTH HEAD WALL
 HX0635'OF A 10-FOOT BOX CULVERT OVER A SMALL STREAM, 6 INCHES WEST
 HX0635'OF THE EAST END OF THE HEAD WALL, 15 FEET SOUTH OF THE CENTER
 HX0635'LINE OF THE HIGHWAY, 53 FEET SOUTHWEST OF A DRIVEWAY TO A BARN,
 HX0635'AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 HX0635
 HX0635                          STATION RECOVERY (1983)
 HX0635
 HX0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0493 ***********************************************************************
 HX0493  DESIGNATION -  T 253
 HX0493  PID         -  HX0493
 HX0493  STATE/COUNTY-  WV/RANDOLPH
 HX0493  USGS QUAD   -  VALLEY HEAD (1995)
 HX0493
 HX0493                         *CURRENT SURVEY CONTROL
 HX0493  ___________________________________________________________________
 HX0493* NAD 83(1986)-  38 31 23.     (N)    080 02 26.     (W)     SCALED    
 HX0493* NAVD 88     -       758.569  (meters)    2488.74   (feet)  ADJUSTED  
 HX0493  ___________________________________________________________________
 HX0493  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HX0493  DYNAMIC HT  -         757.975 (meters)    2486.79  (feet)  COMP
 HX0493  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 HX0493
 HX0493  VERT ORDER  -  FIRST     CLASS II
 HX0493
 HX0493.The horizontal coordinates were scaled from a topographic map and have
 HX0493.an estimated accuracy of +/- 6 seconds.
 HX0493
 HX0493.The orthometric height was determined by differential leveling
 HX0493.and adjusted by the National Geodetic Survey in June 1991..
 HX0493
 HX0493.The geoid height was determined by GEOID03.
 HX0493
 HX0493.The dynamic height is computed by dividing the NAVD 88
 HX0493.geopotential number by the normal gravity value computed on the
 HX0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0493.degrees latitude (g = 980.6199 gals.).
 HX0493
 HX0493.The modeled gravity was interpolated from observed gravity values.
 HX0493
 HX0493;                    North         East    Units  Estimated Accuracy
 HX0493;SPC WV S     -   169,480.      683,660.      MT  (+/- 180 meters Scaled)
 HX0493
 HX0493                          SUPERSEDED SURVEY CONTROL
 HX0493
 HX0493  NGVD 29 (??/??/92)  758.693  (m)         2489.15   (f) ADJ UNCH    1 2
 HX0493
 HX0493.Superseded values are not recommended for survey control.
 HX0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0493.See file dsdata.txt to determine how the superseded data were derived.
 HX0493
 HX0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC836642(NAD 83)
 HX0493_MARKER: DB = BENCH MARK DISK
 HX0493_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX0493_STAMPING: T 253 1962
 HX0493_MARK LOGO: CGS   
 HX0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0493+STABILITY: SURFACE MOTION
 HX0493
 HX0493  HISTORY     - Date     Condition        Report By
 HX0493  HISTORY     - 1962     MONUMENTED       CGS
 HX0493  HISTORY     - 1983     GOOD             NGS
 HX0493
 HX0493                          STATION DESCRIPTION
 HX0493
 HX0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0493'1.7 MI SW FROM VALLEY HEAD.
 HX0493'ABOUT 1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE POST
 HX0493'OFFICE AT VALLEY HEAD, ON TOP OF THE EAST END OF THE SOUTH HEAD
 HX0493'WALL OF A 14-FOOT CONCRETE BOX CULVERT, 114 FEET SOUTHWEST OF THE
 HX0493'JUNCTION OF THE HIGHWAY AND LOGAN RUN ROAD WHICH IS A GRADED
 HX0493'ROAD LEADING SOUTH, 56 FEET NORTHWEST OF THE NORTHWEST CORNER
 HX0493'OF A CONCRETE BLOCK BUILDING, 22 FEET SOUTH OF THE CENTER LINE
 HX0493'OF THE HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 HX0493'NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING 2.0 MILES
 HX0493'NORTHWEST ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL AT
 HX0493'MINGO.
 HX0493
 HX0493                          STATION RECOVERY (1983)
 HX0493
 HX0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1994 ***********************************************************************
 HW1994  DESIGNATION -  T 254
 HW1994  PID         -  HW1994
 HW1994  STATE/COUNTY-  WV/POCAHONTAS
 HW1994  USGS QUAD   -  DURBIN (1995)
 HW1994
 HW1994                         *CURRENT SURVEY CONTROL
 HW1994  ___________________________________________________________________
 HW1994* NAD 83(1986)-  38 35 44.     (N)    079 50 50.     (W)     SCALED    
 HW1994* NAVD 88     -      1135.763  (meters)    3726.25   (feet)  ADJUSTED  
 HW1994  ___________________________________________________________________
 HW1994  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HW1994  DYNAMIC HT  -        1134.815 (meters)    3723.14  (feet)  COMP
 HW1994  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 HW1994
 HW1994  VERT ORDER  -  SECOND    CLASS 0
 HW1994
 HW1994.The horizontal coordinates were scaled from a topographic map and have
 HW1994.an estimated accuracy of +/- 6 seconds.
 HW1994
 HW1994.The orthometric height was determined by differential leveling
 HW1994.and adjusted by the National Geodetic Survey in June 1991..
 HW1994
 HW1994.The geoid height was determined by GEOID03.
 HW1994
 HW1994.The dynamic height is computed by dividing the NAVD 88
 HW1994.geopotential number by the normal gravity value computed on the
 HW1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1994.degrees latitude (g = 980.6199 gals.).
 HW1994
 HW1994.The modeled gravity was interpolated from observed gravity values.
 HW1994
 HW1994;                    North         East    Units  Estimated Accuracy
 HW1994;SPC WV S     -   177,720.      700,420.      MT  (+/- 180 meters Scaled)
 HW1994
 HW1994                          SUPERSEDED SURVEY CONTROL
 HW1994
 HW1994  NGVD 29 (??/??/92) 1135.814  (m)         3726.42   (f) ADJ UNCH    2 0
 HW1994
 HW1994.Superseded values are not recommended for survey control.
 HW1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1994.See file dsdata.txt to determine how the superseded data were derived.
 HW1994
 HW1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC003725(NAD 83)
 HW1994_MARKER: DB = BENCH MARK DISK
 HW1994_SETTING: 66 = SET IN ROCK OUTCROP
 HW1994_SP_SET: ROCK CUT
 HW1994_STAMPING: T 254 1962
 HW1994_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1994+STABILITY: POSITION/ELEVATION WELL
 HW1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW1994+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 HW1994
 HW1994  HISTORY     - Date     Condition        Report By
 HW1994  HISTORY     - 1962     MONUMENTED       CGS
 HW1994  HISTORY     - 20041119 GOOD             INDIV
 HW1994
 HW1994                          STATION DESCRIPTION
 HW1994
 HW1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1994'5 MI NW FROM DURBIN.
 HW1994'ABOUT 5.0 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 HW1994'OFFICE AT DURBIN, ABOUT 0.2 MILE SOUTHEAST OF
 HW1994'RANDOLPH-POCAHONTAS COUNTY LINE, ON THE INSIDE OF A CURVE WITH
 HW1994'TANGENTS EXTENDING NORTHWEST AND SOUTHWEST, 18 FEET WEST OF
 HW1994'CENTER LINE OF HIGHWAY, ABOUT 2 1/2 FEET ABOVE LEVEL OF
 HW1994'HIGHWAY, 15 FEET NORTH OF SOUTH END OF CUT, 2 FEET ABOVE
 HW1994'GROUND, AND SET VERTICALLY IN THE EAST FACE OF A 45 FOOT
 HW1994'LONG-BY-4 FOOT HIGH ROCK CUT.
 HW1994
 HW1994                          STATION RECOVERY (2004)
 HW1994
 HW1994'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRI)
 HW1994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0732 ***********************************************************************
 HX0732  DESIGNATION -  T 255 RESET 1963
 HX0732  PID         -  HX0732
 HX0732  STATE/COUNTY-  WV/WEBSTER
 HX0732  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0732
 HX0732                         *CURRENT SURVEY CONTROL
 HX0732  ___________________________________________________________________
 HX0732* NAD 83(1986)-  38 21 35.     (N)    080 19 33.     (W)     SCALED    
 HX0732* NAVD 88     -       774.47   (+/-2cm)    2540.9    (feet)  VERTCON   
 HX0732  ___________________________________________________________________
 HX0732  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HX0732
 HX0732  VERT ORDER  -  THIRD (See Below)
 HX0732
 HX0732.The horizontal coordinates were scaled from a topographic map and have
 HX0732.an estimated accuracy of +/- 6 seconds.
 HX0732
 HX0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX0732.The vertical order pertains to the NGVD 29 superseded value.
 HX0732
 HX0732.The geoid height was determined by GEOID03.
 HX0732
 HX0732;                    North         East    Units  Estimated Accuracy
 HX0732;SPC WV S     -   151,130.      658,920.      MT  (+/- 180 meters Scaled)
 HX0732
 HX0732                          SUPERSEDED SURVEY CONTROL
 HX0732
 HX0732  NGVD 29 (09/25/03)  774.58   (m)         2541.3    (f) RESET       3  
 HX0732
 HX0732.Superseded values are not recommended for survey control.
 HX0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0732.See file dsdata.txt to determine how the superseded data were derived.
 HX0732
 HX0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC589459(NAD 83)
 HX0732_MARKER: DB = BENCH MARK DISK
 HX0732_SETTING: 66 = SET IN ROCK OUTCROP
 HX0732_SP_SET: ROCK CLIFF
 HX0732_STAMPING: T 255 RESET 1963
 HX0732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0732+STABILITY: POSITION/ELEVATION WELL
 HX0732
 HX0732  HISTORY     - Date     Condition        Report By
 HX0732  HISTORY     - 1963     MONUMENTED       USFS
 HX0732
 HX0732                          STATION DESCRIPTION
 HX0732
 HX0732'DESCRIBED BY US FOREST SERVICE 1963
 HX0732'11.4 MI SE FROM DYER.
 HX0732'11.4 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD AND U.S. FORESTRY
 HX0732'ROAD 86 FROM THE METHODIST CHURCH AT DYER, AND SET VERTICALLY
 HX0732'IN THE NORTHEAST FACE OF SMALL ROCK CLIFF, THAT IS ABOUT 10 FEET
 HX0732'LONG AND 5 FEET WIDE, 44 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HX0732'ROAD OFF TANGENT OF ROAD.  BENCH MARK ABOUT 2 FEET ABOVE LEVEL
 HX0732'OF GROUND AND ABOUT 3 FEET ABOVE ELEVATION OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0003 ***********************************************************************
 HX0003  DESIGNATION -  T 256
 HX0003  PID         -  HX0003
 HX0003  STATE/COUNTY-  WV/WEBSTER
 HX0003  USGS QUAD   -  SKELT (1982)
 HX0003
 HX0003                         *CURRENT SURVEY CONTROL
 HX0003  ___________________________________________________________________
 HX0003* NAD 83(1986)-  38 30 28.     (N)    080 20 39.     (W)     SCALED    
 HX0003* NAVD 88     -       973.612  (meters)    3194.26   (feet)  ADJUSTED  
 HX0003  ___________________________________________________________________
 HX0003  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX0003  DYNAMIC HT  -         972.819 (meters)    3191.66  (feet)  COMP
 HX0003  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 HX0003
 HX0003  VERT ORDER  -  SECOND    CLASS 0
 HX0003
 HX0003.The horizontal coordinates were scaled from a topographic map and have
 HX0003.an estimated accuracy of +/- 6 seconds.
 HX0003
 HX0003.The orthometric height was determined by differential leveling
 HX0003.and adjusted by the National Geodetic Survey in June 1991..
 HX0003
 HX0003.The geoid height was determined by GEOID03.
 HX0003
 HX0003.The dynamic height is computed by dividing the NAVD 88
 HX0003.geopotential number by the normal gravity value computed on the
 HX0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0003.degrees latitude (g = 980.6199 gals.).
 HX0003
 HX0003.The modeled gravity was interpolated from observed gravity values.
 HX0003
 HX0003;                    North         East    Units  Estimated Accuracy
 HX0003;SPC WV S     -   167,550.      657,200.      MT  (+/- 180 meters Scaled)
 HX0003
 HX0003                          SUPERSEDED SURVEY CONTROL
 HX0003
 HX0003  NGVD 29 (??/??/92)  973.723  (m)         3194.62   (f) ADJ UNCH    2 0
 HX0003
 HX0003.Superseded values are not recommended for survey control.
 HX0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0003.See file dsdata.txt to determine how the superseded data were derived.
 HX0003
 HX0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC571623(NAD 83)
 HX0003_MARKER: DB = BENCH MARK DISK
 HX0003_SETTING: 80 = SET IN A BOULDER
 HX0003_SP_SET: BOULDER
 HX0003_STAMPING: T 256 1962
 HX0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0003+STABILITY: SURFACE MOTION
 HX0003
 HX0003  HISTORY     - Date     Condition        Report By
 HX0003  HISTORY     - 1962     MONUMENTED       CGS
 HX0003
 HX0003                          STATION DESCRIPTION
 HX0003
 HX0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0003'7.8 MI NE FROM WEBSTER SPRINGS.
 HX0003'ABOUT 7.8 MILES SOUTHEAST AND NORTHEAST ALONG STATE HIGHWAY
 HX0003'15 FROM THE COURT HOUSE AT WEBSTER SPRINGS, ABOUT 0.15 MILE
 HX0003'SOUTHWEST OF TELEPHONE COMPANY RELAY TOWER, 19.5 FEET NORTHWEST
 HX0003'OF CENTER LINE OF HIGHWAY, 2 1/2 FEET ABOVE LEVEL OF HIGHWAY,
 HX0003'7 FEET SOUTHWEST OF NORTHEAST END OF BOULDER, 2 1/2 FEET ABOVE
 HX0003'GROUND, AND SET VERTICALLY IN SOUTHEAST FACE OF A 21 FOOT
 HX0003'LONG-BY-4 FOOT HIGH EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0045 ***********************************************************************
 HX0045  DESIGNATION -  T 257
 HX0045  PID         -  HX0045
 HX0045  STATE/COUNTY-  WV/RANDOLPH
 HX0045  USGS QUAD   -  VALLEY HEAD (1995)
 HX0045
 HX0045                         *CURRENT SURVEY CONTROL
 HX0045  ___________________________________________________________________
 HX0045* NAD 83(1986)-  38 32 46.     (N)    080 04 36.     (W)     SCALED    
 HX0045* NAVD 88     -       874.573  (meters)    2869.33   (feet)  ADJUSTED  
 HX0045  ___________________________________________________________________
 HX0045  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HX0045  DYNAMIC HT  -         873.869 (meters)    2867.02  (feet)  COMP
 HX0045  MODELED GRAV-     979,794.1   (mgal)                       NAVD 88
 HX0045
 HX0045  VERT ORDER  -  SECOND    CLASS 0
 HX0045
 HX0045.The horizontal coordinates were scaled from a topographic map and have
 HX0045.an estimated accuracy of +/- 6 seconds.
 HX0045
 HX0045.The orthometric height was determined by differential leveling
 HX0045.and adjusted by the National Geodetic Survey in June 1991..
 HX0045
 HX0045.The geoid height was determined by GEOID03.
 HX0045
 HX0045.The dynamic height is computed by dividing the NAVD 88
 HX0045.geopotential number by the normal gravity value computed on the
 HX0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0045.degrees latitude (g = 980.6199 gals.).
 HX0045
 HX0045.The modeled gravity was interpolated from observed gravity values.
 HX0045
 HX0045;                    North         East    Units  Estimated Accuracy
 HX0045;SPC WV S     -   172,000.      680,490.      MT  (+/- 180 meters Scaled)
 HX0045
 HX0045                          SUPERSEDED SURVEY CONTROL
 HX0045
 HX0045  NGVD 29 (??/??/92)  874.672  (m)         2869.65   (f) ADJ UNCH    2 0
 HX0045
 HX0045.Superseded values are not recommended for survey control.
 HX0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0045.See file dsdata.txt to determine how the superseded data were derived.
 HX0045
 HX0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC804668(NAD 83)
 HX0045_MARKER: DB = BENCH MARK DISK
 HX0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0045_SP_SET: CULVERT
 HX0045_STAMPING: T 257 1962
 HX0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0045
 HX0045  HISTORY     - Date     Condition        Report By
 HX0045  HISTORY     - 1962     MONUMENTED       CGS
 HX0045
 HX0045                          STATION DESCRIPTION
 HX0045
 HX0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0045'1.9 MI E FROM MONTERVILLE.
 HX0045'ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY 15 FROM THE ELEMENTARY
 HX0045'SCHOOL AT MONTERVILLE, 44 FEET EAST OF CENTER LINE OF HIGHWAY,
 HX0045'ABOUT 15 FEET BELOW LEVEL OF HIGHWAY, AND SET ON TOP OF SOUTH
 HX0045'END OF EAST HEAD WALL OF A 5 FOOT BOX CULVERT (CONCRETE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0172 ***********************************************************************
 HX0172  DESIGNATION -  T 258
 HX0172  PID         -  HX0172
 HX0172  STATE/COUNTY-  WV/WEBSTER
 HX0172  USGS QUAD   -  DIANA (1982)
 HX0172
 HX0172                         *CURRENT SURVEY CONTROL
 HX0172  ___________________________________________________________________
 HX0172* NAD 83(1986)-  38 31 27.     (N)    080 27 57.     (W)     SCALED    
 HX0172* NAVD 88     -       501.033  (meters)    1643.81   (feet)  ADJUSTED  
 HX0172  ___________________________________________________________________
 HX0172  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 HX0172  DYNAMIC HT  -         500.654 (meters)    1642.56  (feet)  COMP
 HX0172  MODELED GRAV-     979,855.3   (mgal)                       NAVD 88
 HX0172
 HX0172  VERT ORDER  -  SECOND    CLASS 0
 HX0172
 HX0172.The horizontal coordinates were scaled from a topographic map and have
 HX0172.an estimated accuracy of +/- 6 seconds.
 HX0172
 HX0172.The orthometric height was determined by differential leveling
 HX0172.and adjusted by the National Geodetic Survey in June 1991..
 HX0172
 HX0172.The geoid height was determined by GEOID03.
 HX0172
 HX0172.The dynamic height is computed by dividing the NAVD 88
 HX0172.geopotential number by the normal gravity value computed on the
 HX0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0172.degrees latitude (g = 980.6199 gals.).
 HX0172
 HX0172.The modeled gravity was interpolated from observed gravity values.
 HX0172
 HX0172;                    North         East    Units  Estimated Accuracy
 HX0172;SPC WV S     -   169,300.      646,580.      MT  (+/- 180 meters Scaled)
 HX0172
 HX0172                          SUPERSEDED SURVEY CONTROL
 HX0172
 HX0172  NGVD 29 (??/??/92)  501.184  (m)         1644.30   (f) ADJ UNCH    2 0
 HX0172
 HX0172.Superseded values are not recommended for survey control.
 HX0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0172.See file dsdata.txt to determine how the superseded data were derived.
 HX0172
 HX0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC465641(NAD 83)
 HX0172_MARKER: DB = BENCH MARK DISK
 HX0172_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0172_SP_SET: UNSPECIFIED ROCK
 HX0172_STAMPING: T 258 1962
 HX0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0172
 HX0172  HISTORY     - Date     Condition        Report By
 HX0172  HISTORY     - 1962     MONUMENTED       CGS
 HX0172
 HX0172                          STATION DESCRIPTION
 HX0172
 HX0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0172'3.2 MI S FROM DIANA.
 HX0172'ABOUT 3.2 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX0172'OFFICE AT DIANA, 1.0 MILE SOUTH OF UNION VALLEY UNION MISSION
 HX0172'CHURCH, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX0172'TO THE NORTH AND SOUTHWEST, 89 FEET EAST AND ACROSS GRASS CREEK
 HX0172'FROM THE CENTER LINE OF THE HIGHWAY, SET ON TOP OF A ROCK THAT
 HX0172'IS ABOUT 15 FEET LONG AND FORMS A PART OF THE CREEK BANK, 0.6
 HX0172'FOOT SOUTH OF THE NORTH EDGE OF THE ROCK, AND ABOUT 3 FEET BELOW
 HX0172'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0252 ***********************************************************************
 HX0252  DESIGNATION -  T 259
 HX0252  PID         -  HX0252
 HX0252  STATE/COUNTY-  WV/WEBSTER
 HX0252  USGS QUAD   -  HACKER VALLEY (1967)
 HX0252
 HX0252                         *CURRENT SURVEY CONTROL
 HX0252  ___________________________________________________________________
 HX0252* NAD 83(1986)-  38 38 02.     (N)    080 27 58.     (W)     SCALED    
 HX0252* NAVD 88     -       334.568  (meters)    1097.66   (feet)  ADJUSTED  
 HX0252  ___________________________________________________________________
 HX0252  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 HX0252  DYNAMIC HT  -         334.336 (meters)    1096.90  (feet)  COMP
 HX0252  MODELED GRAV-     979,926.5   (mgal)                       NAVD 88
 HX0252
 HX0252  VERT ORDER  -  SECOND    CLASS 0
 HX0252
 HX0252.The horizontal coordinates were scaled from a topographic map and have
 HX0252.an estimated accuracy of +/- 6 seconds.
 HX0252
 HX0252.The orthometric height was determined by differential leveling
 HX0252.and adjusted by the National Geodetic Survey in June 1991..
 HX0252
 HX0252.The geoid height was determined by GEOID03.
 HX0252
 HX0252.The dynamic height is computed by dividing the NAVD 88
 HX0252.geopotential number by the normal gravity value computed on the
 HX0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0252.degrees latitude (g = 980.6199 gals.).
 HX0252
 HX0252.The modeled gravity was interpolated from observed gravity values.
 HX0252
 HX0252;                    North         East    Units  Estimated Accuracy
 HX0252;SPC WV S     -   181,480.      646,480.      MT  (+/- 180 meters Scaled)
 HX0252
 HX0252                          SUPERSEDED SURVEY CONTROL
 HX0252
 HX0252  NGVD 29 (??/??/92)  334.743  (m)         1098.24   (f) ADJ UNCH    2 0
 HX0252
 HX0252.Superseded values are not recommended for survey control.
 HX0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0252.See file dsdata.txt to determine how the superseded data were derived.
 HX0252
 HX0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC464762(NAD 83)
 HX0252_MARKER: DB = BENCH MARK DISK
 HX0252_SETTING: 66 = SET IN ROCK OUTCROP
 HX0252_SP_SET: ROCK CUT
 HX0252_STAMPING: T 259 1962
 HX0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0252+STABILITY: POSITION/ELEVATION WELL
 HX0252
 HX0252  HISTORY     - Date     Condition        Report By
 HX0252  HISTORY     - 1962     MONUMENTED       CGS
 HX0252
 HX0252                          STATION DESCRIPTION
 HX0252
 HX0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0252'0.1 MI S FROM GUARDIAN.
 HX0252'ABOUT 0.1 MILE SOUTH ALONG THE HOLLY RIVER ROAD THAT FOLLOWS
 HX0252'ALONG THE RIGHT FORK OF THE HOLLY RIVER FROM THE POST OFFICE AT
 HX0252'GUARDIAN, SET ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 HX0252'TO THE NORTH AND SOUTHWEST, SET VERTICALLY IN THE WEST FACE OF A
 HX0252'ROCK CUT, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 57 FEET
 HX0252'NORTH OF THE SOUTH END OF THE ROCK CUT, AND ABOUT 2 FEET ABOVE
 HX0252'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0959 ***********************************************************************
 JW0959  DESIGNATION -  T 26
 JW0959  PID         -  JW0959
 JW0959  STATE/COUNTY-  WV/MONONGALIA
 JW0959  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW0959
 JW0959                         *CURRENT SURVEY CONTROL
 JW0959  ___________________________________________________________________
 JW0959* NAD 83(1986)-  39 36 18.     (N)    079 55 07.     (W)     SCALED    
 JW0959* NAVD 88     -       296.377  (meters)     972.36   (feet)  ADJUSTED  
 JW0959  ___________________________________________________________________
 JW0959  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JW0959  DYNAMIC HT  -         296.199 (meters)     971.78  (feet)  COMP
 JW0959  MODELED GRAV-     980,020.0   (mgal)                       NAVD 88
 JW0959
 JW0959  VERT ORDER  -  SECOND    CLASS 0
 JW0959
 JW0959.The horizontal coordinates were scaled from a topographic map and have
 JW0959.an estimated accuracy of +/- 6 seconds.
 JW0959
 JW0959.The orthometric height was determined by differential leveling
 JW0959.and adjusted by the National Geodetic Survey in June 1991..
 JW0959
 JW0959.The geoid height was determined by GEOID03.
 JW0959
 JW0959.The dynamic height is computed by dividing the NAVD 88
 JW0959.geopotential number by the normal gravity value computed on the
 JW0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0959.degrees latitude (g = 980.6199 gals.).
 JW0959
 JW0959.The modeled gravity was interpolated from observed gravity values.
 JW0959
 JW0959;                    North         East    Units  Estimated Accuracy
 JW0959;SPC WV N     -   122,760.      564,050.      MT  (+/- 180 meters Scaled)
 JW0959
 JW0959                          SUPERSEDED SURVEY CONTROL
 JW0959
 JW0959  NGVD 29 (??/??/92)  296.490  (m)          972.73   (f) ADJ UNCH    2 0
 JW0959
 JW0959.Superseded values are not recommended for survey control.
 JW0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0959.See file dsdata.txt to determine how the superseded data were derived.
 JW0959
 JW0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND928844(NAD 83)
 JW0959_MARKER: DB = BENCH MARK DISK
 JW0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0959_STAMPING: T 26 1935
 JW0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0959+STABILITY: SURFACE MOTION
 JW0959
 JW0959  HISTORY     - Date     Condition        Report By
 JW0959  HISTORY     - 1935     MONUMENTED       CGS
 JW0959  HISTORY     - 1959     GOOD             NGS
 JW0959
 JW0959                          STATION DESCRIPTION
 JW0959
 JW0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JW0959'4 MI SE FROM MORGANTOWN.
 JW0959'ABOUT 4.0 MILES SE ALONG THE BALTIMORE AND OHIO RAILROAD TRACK
 JW0959'FROM THE STATION AT MORGANTOWN, ABOUT 1.9 MILES SE OF THE FORMER
 JW0959'SABRATON STATION, 165 FEET SW OF THE JUNCTION OF THE MAIN TRACK
 JW0959'AND A SPUR TO THE OLD ROCK FORGE SIDING (NOW A LARGE COKE PLANT),
 JW0959'12.4 FEET SE OF THE SE RAIL OF THE MAIN TRACK, AND SET IN THE
 JW0959'TOP OF A 12-INCH CONCRETE POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0343 ***********************************************************************
 HX0343  DESIGNATION -  T 260
 HX0343  PID         -  HX0343
 HX0343  STATE/COUNTY-  WV/RANDOLPH
 HX0343  USGS QUAD   -  PICKENS (1977)
 HX0343
 HX0343                         *CURRENT SURVEY CONTROL
 HX0343  ___________________________________________________________________
 HX0343* NAD 83(1986)-  38 39 14.     (N)    080 11 55.     (W)     SCALED    
 HX0343* NAVD 88     -       903.206  (meters)    2963.27   (feet)  ADJUSTED  
 HX0343  ___________________________________________________________________
 HX0343  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0343  DYNAMIC HT  -         902.500 (meters)    2960.95  (feet)  COMP
 HX0343  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 HX0343
 HX0343  VERT ORDER  -  SECOND    CLASS 0
 HX0343
 HX0343.The horizontal coordinates were scaled from a topographic map and have
 HX0343.an estimated accuracy of +/- 6 seconds.
 HX0343
 HX0343.The orthometric height was determined by differential leveling
 HX0343.and adjusted by the National Geodetic Survey in June 1991..
 HX0343
 HX0343.The geoid height was determined by GEOID03.
 HX0343
 HX0343.The dynamic height is computed by dividing the NAVD 88
 HX0343.geopotential number by the normal gravity value computed on the
 HX0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0343.degrees latitude (g = 980.6199 gals.).
 HX0343
 HX0343.The modeled gravity was interpolated from observed gravity values.
 HX0343
 HX0343;                    North         East    Units  Estimated Accuracy
 HX0343;SPC WV S     -   183,870.      669,760.      MT  (+/- 180 meters Scaled)
 HX0343
 HX0343                          SUPERSEDED SURVEY CONTROL
 HX0343
 HX0343  NGVD 29 (??/??/92)  903.335  (m)         2963.69   (f) ADJ UNCH    2 0
 HX0343
 HX0343.Superseded values are not recommended for survey control.
 HX0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0343.See file dsdata.txt to determine how the superseded data were derived.
 HX0343
 HX0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC697786(NAD 83)
 HX0343_MARKER: DB = BENCH MARK DISK
 HX0343_SETTING: 66 = SET IN ROCK OUTCROP
 HX0343_SP_SET: ROCK LEDGE
 HX0343_STAMPING: T 260 1962
 HX0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0343+STABILITY: POSITION/ELEVATION WELL
 HX0343
 HX0343  HISTORY     - Date     Condition        Report By
 HX0343  HISTORY     - 1962     MONUMENTED       CGS
 HX0343  HISTORY     - 20041112 GOOD             INDIV
 HX0343
 HX0343                          STATION DESCRIPTION
 HX0343
 HX0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0343'0.7 MI SE FROM PICKENS.
 HX0343'ABOUT 0.7 MILE SOUTHEAST ALONG COUNTY ROAD 47 FROM THE POST OFFICE
 HX0343'AT PICKENS, AT THE JUNCTION OF COUNTY ROADS 45 AND 47, SET
 HX0343'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK LEDGE THAT IS ABOUT
 HX0343'18 FEET LONG AND FORMS A PART OF THE ROAD BANK, 25 1/2 FEET EAST
 HX0343'OF THE CENTER LINE OF COUNTY ROAD 47 LEADING NORTH, 81 FEET
 HX0343'NORTHEAST OF THE CENTER OF THE JUNCTION OF ROADS 45 AND 47, 1
 HX0343'FOOT BELOW THE TOP OF THE LEDGE, AND ABOUT 3 FEET ABOVE THE LEVEL
 HX0343'OF THE ROAD NORTH.
 HX0343
 HX0343                          STATION RECOVERY (2004)
 HX0343
 HX0343'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRI)
 HX0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0294 ***********************************************************************
 HX0294  DESIGNATION -  T 261
 HX0294  PID         -  HX0294
 HX0294  STATE/COUNTY-  WV/RANDOLPH
 HX0294  USGS QUAD   -  PICKENS (1977)
 HX0294
 HX0294                         *CURRENT SURVEY CONTROL
 HX0294  ___________________________________________________________________
 HX0294* NAD 83(1986)-  38 39 42.     (N)    080 13 45.     (W)     SCALED    
 HX0294* NAVD 88     -       797.923  (meters)    2617.85   (feet)  ADJUSTED  
 HX0294  ___________________________________________________________________
 HX0294  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX0294  DYNAMIC HT  -         797.302 (meters)    2615.82  (feet)  COMP
 HX0294  MODELED GRAV-     979,822.3   (mgal)                       NAVD 88
 HX0294
 HX0294  VERT ORDER  -  SECOND    CLASS 0
 HX0294
 HX0294.The horizontal coordinates were scaled from a topographic map and have
 HX0294.an estimated accuracy of +/- 6 seconds.
 HX0294
 HX0294.The orthometric height was determined by differential leveling
 HX0294.and adjusted by the National Geodetic Survey in June 1991..
 HX0294
 HX0294.The geoid height was determined by GEOID03.
 HX0294
 HX0294.The dynamic height is computed by dividing the NAVD 88
 HX0294.geopotential number by the normal gravity value computed on the
 HX0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0294.degrees latitude (g = 980.6199 gals.).
 HX0294
 HX0294.The modeled gravity was interpolated from observed gravity values.
 HX0294
 HX0294;                    North         East    Units  Estimated Accuracy
 HX0294;SPC WV S     -   184,710.      667,090.      MT  (+/- 180 meters Scaled)
 HX0294
 HX0294                          SUPERSEDED SURVEY CONTROL
 HX0294
 HX0294  NGVD 29 (??/??/92)  798.049  (m)         2618.27   (f) ADJ UNCH    2 0
 HX0294
 HX0294.Superseded values are not recommended for survey control.
 HX0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0294.See file dsdata.txt to determine how the superseded data were derived.
 HX0294
 HX0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC670795(NAD 83)
 HX0294_MARKER: DB = BENCH MARK DISK
 HX0294_SETTING: 66 = SET IN ROCK OUTCROP
 HX0294_SP_SET: ROCK PROJECTION
 HX0294_STAMPING: T 261 1962
 HX0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0294+STABILITY: POSITION/ELEVATION WELL
 HX0294
 HX0294  HISTORY     - Date     Condition        Report By
 HX0294  HISTORY     - 1962     MONUMENTED       CGS
 HX0294
 HX0294                          STATION DESCRIPTION
 HX0294
 HX0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0294'1.6 MI NW FROM PICKENS.
 HX0294'ABOUT 1.6 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST
 HX0294'OFFICE AT PICKENS, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HX0294'EXTENDING TO THE SOUTHEAST AND WEST, SET ON TOP OF A ROCK THAT
 HX0294'IS ABOUT 12-FOOT LONG AND PROJECTS OUT OF THE ROAD BANK, 16
 HX0294'FEET NORTH OF THE CENTER LINE OF THE ROAD, 100 YARDS NORTH OF
 HX0294'A SMALL FRAME HOUSE, 48 FEET NORTH OF AND ACROSS THE ROAD FROM
 HX0294'THE NORTH BANK OF MARSH FORK, 67 FEET EAST OF THE CENTER OF A
 HX0294'NARROW DIRT ROAD LEADING NORTH, AND ABOUT 3 FEET ABOVE THE
 HX0294'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1653 ***********************************************************************
 HX1653  DESIGNATION -  T 262
 HX1653  PID         -  HX1653
 HX1653  STATE/COUNTY-  WV/BRAXTON
 HX1653  USGS QUAD   -  NEWVILLE (1976)
 HX1653
 HX1653                         *CURRENT SURVEY CONTROL
 HX1653  ___________________________________________________________________
 HX1653* NAD 83(1986)-  38 40 31.     (N)    080 32 11.     (W)     SCALED    
 HX1653* NAVD 88     -       289.391  (meters)     949.44   (feet)  ADJUSTED  
 HX1653  ___________________________________________________________________
 HX1653  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HX1653  DYNAMIC HT  -         289.193 (meters)     948.79  (feet)  COMP
 HX1653  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 HX1653
 HX1653  VERT ORDER  -  SECOND    CLASS 0
 HX1653
 HX1653.The horizontal coordinates were scaled from a topographic map and have
 HX1653.an estimated accuracy of +/- 6 seconds.
 HX1653
 HX1653.The orthometric height was determined by differential leveling
 HX1653.and adjusted by the National Geodetic Survey in June 1991..
 HX1653
 HX1653.The geoid height was determined by GEOID03.
 HX1653
 HX1653.The dynamic height is computed by dividing the NAVD 88
 HX1653.geopotential number by the normal gravity value computed on the
 HX1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1653.degrees latitude (g = 980.6199 gals.).
 HX1653
 HX1653.The modeled gravity was interpolated from observed gravity values.
 HX1653
 HX1653;                    North         East    Units  Estimated Accuracy
 HX1653;SPC WV S     -   186,040.      640,340.      MT  (+/- 180 meters Scaled)
 HX1653
 HX1653                          SUPERSEDED SURVEY CONTROL
 HX1653
 HX1653  NGVD 29 (??/??/92)  289.573  (m)          950.04   (f) ADJ UNCH    2 0
 HX1653
 HX1653.Superseded values are not recommended for survey control.
 HX1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1653.See file dsdata.txt to determine how the superseded data were derived.
 HX1653
 HX1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC403808(NAD 83)
 HX1653_MARKER: DB = BENCH MARK DISK
 HX1653_SETTING: 80 = SET IN A BOULDER
 HX1653_SP_SET: BOULDER
 HX1653_STAMPING: T 262 1962
 HX1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1653+STABILITY: SURFACE MOTION
 HX1653
 HX1653  HISTORY     - Date     Condition        Report By
 HX1653  HISTORY     - 1962     MONUMENTED       CGS
 HX1653
 HX1653                          STATION DESCRIPTION
 HX1653
 HX1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1653'4.4 MI E FROM NEWVILLE.
 HX1653'ABOUT 3.6 MILES EAST ALONG A ROAD THAT LEADS TO KANAWHA CAMP FROM
 HX1653'THE POST OFFICE AT NEWVILLE, THENCE 0.8 NORTHEAST ALONG THE HOLLY
 HX1653'RIVER ROAD THAT FOLLOWS ALONG THE LEFT FORK OF THE HOLLY RIVER,
 HX1653'SET VERTICALLY IN THE SOUTH FACE OF A ROCK THAT IS 50-BY 4-FOOT
 HX1653'WIDE AND 6-FOOT HIGH, 20 1/2 FEET NORTH OF THE CENTER LINE OF
 HX1653'THE ROAD, 2.4 FEET EAST OF THE WEST EDGE OF THE ROCK, AND ABOUT
 HX1653'5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1665 ***********************************************************************
 HX1665  DESIGNATION -  T 263
 HX1665  PID         -  HX1665
 HX1665  STATE/COUNTY-  WV/WEBSTER
 HX1665  USGS QUAD   -  ERBACON (1976)
 HX1665
 HX1665                         *CURRENT SURVEY CONTROL
 HX1665  ___________________________________________________________________
 HX1665* NAD 83(1986)-  38 32 19.     (N)    080 33 53.     (W)     SCALED    
 HX1665* NAVD 88     -       501.447  (meters)    1645.16   (feet)  ADJUSTED  
 HX1665  ___________________________________________________________________
 HX1665  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 HX1665  DYNAMIC HT  -         501.088 (meters)    1643.99  (feet)  COMP
 HX1665  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 HX1665
 HX1665  VERT ORDER  -  SECOND    CLASS 0
 HX1665
 HX1665.The horizontal coordinates were scaled from a topographic map and have
 HX1665.an estimated accuracy of +/- 6 seconds.
 HX1665
 HX1665.The orthometric height was determined by differential leveling
 HX1665.and adjusted by the National Geodetic Survey in June 1991..
 HX1665
 HX1665.The geoid height was determined by GEOID03.
 HX1665
 HX1665.The dynamic height is computed by dividing the NAVD 88
 HX1665.geopotential number by the normal gravity value computed on the
 HX1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1665.degrees latitude (g = 980.6199 gals.).
 HX1665
 HX1665.The modeled gravity was interpolated from observed gravity values.
 HX1665
 HX1665;                    North         East    Units  Estimated Accuracy
 HX1665;SPC WV S     -   170,860.      637,950.      MT  (+/- 180 meters Scaled)
 HX1665
 HX1665                          SUPERSEDED SURVEY CONTROL
 HX1665
 HX1665  NGVD 29 (??/??/92)  501.626  (m)         1645.75   (f) ADJ UNCH    2 0
 HX1665
 HX1665.Superseded values are not recommended for survey control.
 HX1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1665.See file dsdata.txt to determine how the superseded data were derived.
 HX1665
 HX1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC379656(NAD 83)
 HX1665_MARKER: DB = BENCH MARK DISK
 HX1665_SETTING: 66 = SET IN ROCK OUTCROP
 HX1665_SP_SET: EMBEDDED ROCK
 HX1665_STAMPING: T 263 1962
 HX1665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1665+STABILITY: POSITION/ELEVATION WELL
 HX1665
 HX1665  HISTORY     - Date     Condition        Report By
 HX1665  HISTORY     - 1962     MONUMENTED       CGS
 HX1665
 HX1665                          STATION DESCRIPTION
 HX1665
 HX1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1665'2 MI NE FROM ERBACON.
 HX1665'ABOUT 1.0 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1665'FROM THE POST OFFICE AT ERBACON, THENCE 1.0 MILE EAST ALONG
 HX1665'WHITE OAK RUN ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HX1665'EXTENDING TO THE SOUTHEAST AND SOUTHWEST, SET ON TOP OF A ROCK
 HX1665'THAT IS ABOUT 4-BY 5-FOOT LONG AND IS EMBEDDED IN THE GROUND
 HX1665'IN A SMALL CREEK, 143 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 HX1665'A SMALL FRAME HOUSE, 44 FEET NORTHWEST OF THE CENTER LINE OF THE
 HX1665'ROAD, 32 1/2 FEET NORTHWEST OF A WIRE FENCE, 0.5 FOOT NORTHEAST
 HX1665'OF THE SOUTHWEST EDGE OF THE ROCK, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1564 ***********************************************************************
 HX1564  DESIGNATION -  T 264
 HX1564  PID         -  HX1564
 HX1564  STATE/COUNTY-  WV/BRAXTON
 HX1564  USGS QUAD   -  NEWVILLE (1976)
 HX1564
 HX1564                         *CURRENT SURVEY CONTROL
 HX1564  ___________________________________________________________________
 HX1564* NAD 83(1986)-  38 39 52.     (N)    080 37 09.     (W)     SCALED    
 HX1564* NAVD 88     -       309.238  (meters)    1014.56   (feet)  ADJUSTED  
 HX1564  ___________________________________________________________________
 HX1564  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX1564  DYNAMIC HT  -         309.021 (meters)    1013.85  (feet)  COMP
 HX1564  MODELED GRAV-     979,918.3   (mgal)                       NAVD 88
 HX1564
 HX1564  VERT ORDER  -  SECOND    CLASS 0
 HX1564
 HX1564.The horizontal coordinates were scaled from a topographic map and have
 HX1564.an estimated accuracy of +/- 6 seconds.
 HX1564
 HX1564.The orthometric height was determined by differential leveling
 HX1564.and adjusted by the National Geodetic Survey in June 1991..
 HX1564
 HX1564.The geoid height was determined by GEOID03.
 HX1564
 HX1564.The dynamic height is computed by dividing the NAVD 88
 HX1564.geopotential number by the normal gravity value computed on the
 HX1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1564.degrees latitude (g = 980.6199 gals.).
 HX1564
 HX1564.The modeled gravity was interpolated from observed gravity values.
 HX1564
 HX1564;                    North         East    Units  Estimated Accuracy
 HX1564;SPC WV S     -   184,810.      633,140.      MT  (+/- 180 meters Scaled)
 HX1564
 HX1564                          SUPERSEDED SURVEY CONTROL
 HX1564
 HX1564  NGVD 29 (??/??/92)  309.413  (m)         1015.13   (f) ADJ UNCH    2 0
 HX1564
 HX1564.Superseded values are not recommended for survey control.
 HX1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1564.See file dsdata.txt to determine how the superseded data were derived.
 HX1564
 HX1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC331796(NAD 83)
 HX1564_MARKER: DB = BENCH MARK DISK
 HX1564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1564_SP_SET: ABUTMENT
 HX1564_STAMPING: T 264 1962
 HX1564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1564
 HX1564  HISTORY     - Date     Condition        Report By
 HX1564  HISTORY     - 1962     MONUMENTED       CGS
 HX1564
 HX1564                          STATION DESCRIPTION
 HX1564
 HX1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1564'6 MI NW FROM CENTRALIA.
 HX1564'ABOUT 5.95 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1564'FROM THE STATION AT CENTRALIA, ABOUT 5.0 MILES SOUTHEAST ALONG
 HX1564'THE BALTIMORE AND OHIO RAILROAD FROM THE STATION AT FLATWOODS,
 HX1564'0.2 MILE NORTHWEST OF POLE----90-20, SET ON TOP OF NORTHEAST
 HX1564'END OF NORTHWEST ABUTMENT OF 700-FOOT TRESTLE OVER BENS RUN, 12
 HX1564'FEET NORTHEAST OF NORTHEAST RAIL, 1.4 FEET SOUTHWEST OF NORTHEAST
 HX1564'EDGE OF ABUTMENT, AND IS ABOUT 1/2 FOOT BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2138 ***********************************************************************
 HW2138  DESIGNATION -  T 265
 HW2138  PID         -  HW2138
 HW2138  STATE/COUNTY-  WV/RANDOLPH
 HW2138  USGS QUAD   -  SNYDER KNOB (1995)
 HW2138
 HW2138                         *CURRENT SURVEY CONTROL
 HW2138  ___________________________________________________________________
 HW2138* NAD 83(1986)-  38 34 12.     (N)    079 53 55.     (W)     SCALED    
 HW2138* NAVD 88     -      1104.536  (meters)    3623.80   (feet)  ADJUSTED  
 HW2138  ___________________________________________________________________
 HW2138  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 HW2138  DYNAMIC HT  -        1103.626 (meters)    3620.81  (feet)  COMP
 HW2138  MODELED GRAV-     979,765.9   (mgal)                       NAVD 88
 HW2138
 HW2138  VERT ORDER  -  SECOND    CLASS 0
 HW2138
 HW2138.The horizontal coordinates were scaled from a topographic map and have
 HW2138.an estimated accuracy of +/- 6 seconds.
 HW2138
 HW2138.The orthometric height was determined by differential leveling
 HW2138.and adjusted by the National Geodetic Survey in June 1991..
 HW2138
 HW2138.The geoid height was determined by GEOID03.
 HW2138
 HW2138.The dynamic height is computed by dividing the NAVD 88
 HW2138.geopotential number by the normal gravity value computed on the
 HW2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2138.degrees latitude (g = 980.6199 gals.).
 HW2138
 HW2138.The modeled gravity was interpolated from observed gravity values.
 HW2138
 HW2138;                    North         East    Units  Estimated Accuracy
 HW2138;SPC WV S     -   174,830.      695,980.      MT  (+/- 180 meters Scaled)
 HW2138
 HW2138                          SUPERSEDED SURVEY CONTROL
 HW2138
 HW2138  NGVD 29 (??/??/92) 1104.600  (m)         3624.01   (f) ADJ UNCH    2 0
 HW2138
 HW2138.Superseded values are not recommended for survey control.
 HW2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2138.See file dsdata.txt to determine how the superseded data were derived.
 HW2138
 HW2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC959696(NAD 83)
 HW2138_MARKER: DB = BENCH MARK DISK
 HW2138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2138_SP_SET: BRIDGE
 HW2138_STAMPING: T 265 1962
 HW2138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2138
 HW2138  HISTORY     - Date     Condition        Report By
 HW2138  HISTORY     - 1962     MONUMENTED       CGS
 HW2138
 HW2138                          STATION DESCRIPTION
 HW2138
 HW2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2138'5.2 MI SW FROM CHEAT BRIDGE.
 HW2138'ABOUT 5.2 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY
 HW2138'FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE, ABOUT
 HW2138'0.1 MILE NORTHEAST OF MILEPOST C 29, ON TOP OF SOUTHWEST HEAD
 HW2138'WALL OF THE SOUTH ABUTMENT OF CONCRETE BRIDGE 289 OVER SHAVER
 HW2138'FORK, 5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT LEVEL
 HW2138'WITH THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1965 ***********************************************************************
 HW1965  DESIGNATION -  T 266
 HW1965  PID         -  HW1965
 HW1965  STATE/COUNTY-  WV/RANDOLPH
 HW1965  USGS QUAD   -  MILL CREEK (1995)
 HW1965
 HW1965                         *CURRENT SURVEY CONTROL
 HW1965  ___________________________________________________________________
 HW1965* NAD 83(1986)-  38 40 56.     (N)    079 58 23.     (W)     SCALED    
 HW1965* NAVD 88     -       650.215  (meters)    2133.25   (feet)  ADJUSTED  
 HW1965  ___________________________________________________________________
 HW1965  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HW1965  DYNAMIC HT  -         649.731 (meters)    2131.66  (feet)  COMP
 HW1965  MODELED GRAV-     979,862.0   (mgal)                       NAVD 88
 HW1965
 HW1965  VERT ORDER  -  SECOND    CLASS 0
 HW1965
 HW1965.The horizontal coordinates were scaled from a topographic map and have
 HW1965.an estimated accuracy of +/- 6 seconds.
 HW1965
 HW1965.The orthometric height was determined by differential leveling
 HW1965.and adjusted by the National Geodetic Survey in June 1991..
 HW1965
 HW1965.The geoid height was determined by GEOID03.
 HW1965
 HW1965.The dynamic height is computed by dividing the NAVD 88
 HW1965.geopotential number by the normal gravity value computed on the
 HW1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1965.degrees latitude (g = 980.6199 gals.).
 HW1965
 HW1965.The modeled gravity was interpolated from observed gravity values.
 HW1965
 HW1965;                    North         East    Units  Estimated Accuracy
 HW1965;SPC WV S     -   187,210.      689,350.      MT  (+/- 180 meters Scaled)
 HW1965
 HW1965                          SUPERSEDED SURVEY CONTROL
 HW1965
 HW1965  NGVD 29 (??/??/92)  650.358  (m)         2133.72   (f) ADJ UNCH    2 0
 HW1965
 HW1965.Superseded values are not recommended for survey control.
 HW1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1965.See file dsdata.txt to determine how the superseded data were derived.
 HW1965
 HW1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC893820(NAD 83)
 HW1965_MARKER: DB = BENCH MARK DISK
 HW1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1965_STAMPING: T 266 1962
 HW1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1965+STABILITY: SURFACE MOTION
 HW1965
 HW1965  HISTORY     - Date     Condition        Report By
 HW1965  HISTORY     - 1962     MONUMENTED       CGS
 HW1965
 HW1965                          STATION DESCRIPTION
 HW1965
 HW1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1965'2.2 MI SE FROM HUTTONSVILLE.
 HW1965'ABOUT 2.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 HW1965'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, ON THE
 HW1965'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 HW1965'SOUTHEAST, 103 FEET SOUTHEAST OF CENTER OF JUNCTION OF BLACK TOP
 HW1965'ROAD LEADING SOUTHWEST, 44 FEET SOUTHWEST OF CENTER LINE OF
 HW1965'HIGHWAY, 7 1/2 FEET NORTH OF A 30-INCH WALNUT TREE, 9 FEET SOUTH
 HW1965'OF A 24 INCH HICKORY TREE, 1.5 FEET NORTHEAST OF A STEEL WITNESS
 HW1965'POST, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY, AND SET IN THE TOP
 HW1965'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0152 ***********************************************************************
 HX0152  DESIGNATION -  T 267
 HX0152  PID         -  HX0152
 HX0152  STATE/COUNTY-  WV/LEWIS
 HX0152  USGS QUAD   -  WALKERSVILLE (1976)
 HX0152
 HX0152                         *CURRENT SURVEY CONTROL
 HX0152  ___________________________________________________________________
 HX0152* NAD 83(1986)-  38 49 04.     (N)    080 27 43.     (W)     SCALED    
 HX0152* NAVD 88     -       347.627  (meters)    1140.51   (feet)  ADJUSTED  
 HX0152  ___________________________________________________________________
 HX0152  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX0152  DYNAMIC HT  -         347.391 (meters)    1139.73  (feet)  COMP
 HX0152  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 HX0152
 HX0152  VERT ORDER  -  SECOND    CLASS 0
 HX0152
 HX0152.The horizontal coordinates were scaled from a topographic map and have
 HX0152.an estimated accuracy of +/- 6 seconds.
 HX0152
 HX0152.The orthometric height was determined by differential leveling
 HX0152.and adjusted by the National Geodetic Survey in June 1991..
 HX0152
 HX0152.The geoid height was determined by GEOID03.
 HX0152
 HX0152.The dynamic height is computed by dividing the NAVD 88
 HX0152.geopotential number by the normal gravity value computed on the
 HX0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0152.degrees latitude (g = 980.6199 gals.).
 HX0152
 HX0152.The modeled gravity was interpolated from observed gravity values.
 HX0152
 HX0152;                    North         East    Units  Estimated Accuracy
 HX0152;SPC WV S     -   201,900.      646,730.      MT  (+/- 180 meters Scaled)
 HX0152
 HX0152                          SUPERSEDED SURVEY CONTROL
 HX0152
 HX0152  NGVD 29 (??/??/92)  347.814  (m)         1141.12   (f) ADJ UNCH    2 0
 HX0152
 HX0152.Superseded values are not recommended for survey control.
 HX0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0152.See file dsdata.txt to determine how the superseded data were derived.
 HX0152
 HX0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC467966(NAD 83)
 HX0152_MARKER: DB = BENCH MARK DISK
 HX0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0152_SP_SET: BRIDGE
 HX0152_STAMPING: T 267 1962
 HX0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0152
 HX0152  HISTORY     - Date     Condition        Report By
 HX0152  HISTORY     - 1962     MONUMENTED       CGS
 HX0152
 HX0152                          STATION DESCRIPTION
 HX0152
 HX0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0152'AT IRELAND.
 HX0152'AT IRELAND, ABOUT 0.2 MILE NORTHWEST ALONG COUNTY ROAD 50 FROM
 HX0152'THE POST OFFICE, AT THE JUNCTION OF COUNTY ROAD 50 AND STATE
 HX0152'HIGHWAY 4 AND U.S. HIGHWAY 19, SET ON TOP OF THE SOUTH HEAD
 HX0152'WALL OF A 22-FOOT CONCRETE BRIDGE OVER RIGHT FORK, 42 FEET
 HX0152'SOUTHWEST OF THE CENTER OF THE JUNCTION, 13 FEET WEST OF THE
 HX0152'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL
 HX0152'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1601 ***********************************************************************
 HX1601  DESIGNATION -  T 268
 HX1601  PID         -  HX1601
 HX1601  STATE/COUNTY-  WV/BRAXTON
 HX1601  USGS QUAD   -  ORLANDO (1989)
 HX1601
 HX1601                         *CURRENT SURVEY CONTROL
 HX1601  ___________________________________________________________________
 HX1601* NAD 83(1986)-  38 48 28.     (N)    080 34 36.     (W)     SCALED    
 HX1601* NAVD 88     -       247.608  (meters)     812.36   (feet)  ADJUSTED  
 HX1601  ___________________________________________________________________
 HX1601  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HX1601  DYNAMIC HT  -         247.448 (meters)     811.84  (feet)  COMP
 HX1601  MODELED GRAV-     979,973.5   (mgal)                       NAVD 88
 HX1601
 HX1601  VERT ORDER  -  SECOND    CLASS 0
 HX1601
 HX1601.The horizontal coordinates were scaled from a topographic map and have
 HX1601.an estimated accuracy of +/- 6 seconds.
 HX1601
 HX1601.The orthometric height was determined by differential leveling
 HX1601.and adjusted by the National Geodetic Survey in June 1991..
 HX1601
 HX1601.The geoid height was determined by GEOID03.
 HX1601
 HX1601.The dynamic height is computed by dividing the NAVD 88
 HX1601.geopotential number by the normal gravity value computed on the
 HX1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1601.degrees latitude (g = 980.6199 gals.).
 HX1601
 HX1601.The modeled gravity was interpolated from observed gravity values.
 HX1601
 HX1601;                    North         East    Units  Estimated Accuracy
 HX1601;SPC WV S     -   200,730.      636,770.      MT  (+/- 180 meters Scaled)
 HX1601
 HX1601                          SUPERSEDED SURVEY CONTROL
 HX1601
 HX1601  NGVD 29 (??/??/92)  247.810  (m)          813.02   (f) ADJ UNCH    2 0
 HX1601
 HX1601.Superseded values are not recommended for survey control.
 HX1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1601.See file dsdata.txt to determine how the superseded data were derived.
 HX1601
 HX1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC367955(NAD 83)
 HX1601_MARKER: DB = BENCH MARK DISK
 HX1601_SETTING: 66 = SET IN ROCK OUTCROP
 HX1601_SP_SET: EMBEDDED ROCK
 HX1601_STAMPING: T 268 1962
 HX1601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1601+STABILITY: POSITION/ELEVATION WELL
 HX1601
 HX1601  HISTORY     - Date     Condition        Report By
 HX1601  HISTORY     - 1962     MONUMENTED       CGS
 HX1601  HISTORY     - 1976     GOOD             NGS
 HX1601
 HX1601                          STATION DESCRIPTION
 HX1601
 HX1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1601'3 MI N FROM NAPIER.
 HX1601'ABOUT 1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1601'OFFICE AT NAPIER, THENCE ABOUT 1.65 MILES NORTHWEST ALONG A
 HX1601'BLACK TOP ROAD, SET ON TOP OF AN EMBEDDED ROCK THAT IS IN A
 HX1601'PASTURE FIELD, ABOUT 170 YARDS NORTH OF A FARM HOUSE, 69 FEET
 HX1601'NORTH OF A HICKORY TREE, 30 FEET NORTHEAST OF THE CENTER LINE OF
 HX1601'THE ROAD, 12 FEET NORTHEAST OF A STEEL WITNESS POST, AND ABOUT
 HX1601'1 FOOT ABOVE THE LEVEL OF THE ROAD.
 HX1601
 HX1601                          STATION RECOVERY (1976)
 HX1601
 HX1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1631 ***********************************************************************
 HX1631  DESIGNATION -  T 269
 HX1631  PID         -  HX1631
 HX1631  STATE/COUNTY-  WV/BRAXTON
 HX1631  USGS QUAD   -  NEWVILLE (1976)
 HX1631
 HX1631                         *CURRENT SURVEY CONTROL
 HX1631  ___________________________________________________________________
 HX1631* NAD 83(1986)-  38 43 55.     (N)    080 31 18.     (W)     SCALED    
 HX1631* NAVD 88     -       312.730  (meters)    1026.02   (feet)  ADJUSTED  
 HX1631  ___________________________________________________________________
 HX1631  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HX1631  DYNAMIC HT  -         312.519 (meters)    1025.32  (feet)  COMP
 HX1631  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 HX1631
 HX1631  VERT ORDER  -  SECOND    CLASS 0
 HX1631
 HX1631.The horizontal coordinates were scaled from a topographic map and have
 HX1631.an estimated accuracy of +/- 6 seconds.
 HX1631
 HX1631.The orthometric height was determined by differential leveling
 HX1631.and adjusted by the National Geodetic Survey in June 1991..
 HX1631
 HX1631.The geoid height was determined by GEOID03.
 HX1631
 HX1631.The dynamic height is computed by dividing the NAVD 88
 HX1631.geopotential number by the normal gravity value computed on the
 HX1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1631.degrees latitude (g = 980.6199 gals.).
 HX1631
 HX1631.The modeled gravity was interpolated from observed gravity values.
 HX1631
 HX1631;                    North         East    Units  Estimated Accuracy
 HX1631;SPC WV S     -   192,340.      641,590.      MT  (+/- 180 meters Scaled)
 HX1631
 HX1631                          SUPERSEDED SURVEY CONTROL
 HX1631
 HX1631  NGVD 29 (??/??/92)  312.917  (m)         1026.63   (f) ADJ UNCH    2 0
 HX1631
 HX1631.Superseded values are not recommended for survey control.
 HX1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1631.See file dsdata.txt to determine how the superseded data were derived.
 HX1631
 HX1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC415871(NAD 83)
 HX1631_MARKER: DB = BENCH MARK DISK
 HX1631_SETTING: 80 = SET IN A BOULDER
 HX1631_SP_SET: BOULDER
 HX1631_STAMPING: T 269 1962
 HX1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1631+STABILITY: SURFACE MOTION
 HX1631
 HX1631  HISTORY     - Date     Condition        Report By
 HX1631  HISTORY     - 1962     MONUMENTED       CGS
 HX1631
 HX1631                          STATION DESCRIPTION
 HX1631
 HX1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1631'7.2 MI S FROM FALLS MILL.
 HX1631'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1631'OFFICE AT FALLS MILL, THENCE ABOUT 6.4 MILES SOUTHWEST AND THEN
 HX1631'SOUTHEAST ALONG A MOUNTAIN ROAD, AT A PLACE LOCALLY KNOWN AS
 HX1631'GREGORY, SET ON TOP OF A LARGE ROCK THAT IS ABOUT 9-BY 16-FOOT
 HX1631'LONG AND 7 FEET HIGH, 73 FEET SOUTHEAST OF GREGORY ENGLAND RUN
 HX1631'CHURCH, 29 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND
 HX1631'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0220 ***********************************************************************
 HX0220  DESIGNATION -  T 270
 HX0220  PID         -  HX0220
 HX0220  STATE/COUNTY-  WV/UPSHUR
 HX0220  USGS QUAD   -  ROCK CAVE (1966)
 HX0220
 HX0220                         *CURRENT SURVEY CONTROL
 HX0220  ___________________________________________________________________
 HX0220* NAD 83(1986)-  38 50 46.     (N)    080 19 18.     (W)     SCALED    
 HX0220* NAVD 88     -       545.194  (meters)    1788.69   (feet)  ADJUSTED  
 HX0220  ___________________________________________________________________
 HX0220  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HX0220  DYNAMIC HT  -         544.814 (meters)    1787.44  (feet)  COMP
 HX0220  MODELED GRAV-     979,912.6   (mgal)                       NAVD 88
 HX0220
 HX0220  VERT ORDER  -  SECOND    CLASS 0
 HX0220
 HX0220.The horizontal coordinates were scaled from a topographic map and have
 HX0220.an estimated accuracy of +/- 6 seconds.
 HX0220
 HX0220.The orthometric height was determined by differential leveling
 HX0220.and adjusted by the National Geodetic Survey in June 1991..
 HX0220
 HX0220.The geoid height was determined by GEOID03.
 HX0220
 HX0220.The dynamic height is computed by dividing the NAVD 88
 HX0220.geopotential number by the normal gravity value computed on the
 HX0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0220.degrees latitude (g = 980.6199 gals.).
 HX0220
 HX0220.The modeled gravity was interpolated from observed gravity values.
 HX0220
 HX0220;                    North         East    Units  Estimated Accuracy
 HX0220;SPC WV S     -   205,120.      658,890.      MT  (+/- 180 meters Scaled)
 HX0220
 HX0220                          SUPERSEDED SURVEY CONTROL
 HX0220
 HX0220  NGVD 29 (??/??/92)  545.367  (m)         1789.26   (f) ADJ UNCH    2 0
 HX0220
 HX0220.Superseded values are not recommended for survey control.
 HX0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0220.See file dsdata.txt to determine how the superseded data were derived.
 HX0220
 HX0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC588999(NAD 83)
 HX0220_MARKER: DB = BENCH MARK DISK
 HX0220_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0220_SP_SET: UNSPECIFIED ROCK
 HX0220_STAMPING: T 270 1962
 HX0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0220
 HX0220  HISTORY     - Date     Condition        Report By
 HX0220  HISTORY     - 1962     MONUMENTED       CGS
 HX0220
 HX0220                          STATION DESCRIPTION
 HX0220
 HX0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0220'1.4 MI NE FROM ROCK CAVE.
 HX0220'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX0220'OFFICE AT ROCK CAVE, THENCE ABOUT 1.0 MILE NORTHEAST ALONG STATE
 HX0220'HIGHWAYS 20 AND 4, ON THE INSIDE OF A CURVE WITH THE TANGENTS
 HX0220'EXTENDING NORTHEAST AND NORTHWEST, SET VERTICALLY IN THE SOUTH
 HX0220'FACE OF A ROCK THAT IS ABOUT 16 FEET LONG AND 8 FEET HIGH,
 HX0220'93 FEET NORTHWEST AND ACROSS HIGHWAY FROM A 28 INCH OAK TREE,
 HX0220'19 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4
 HX0220'FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS BENCH MARK
 HX0220'IS ABOUT 0.15 MILE WEST OF A GRAVEL ROAD LEADING SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0346 ***********************************************************************
 HX0346  DESIGNATION -  T 271
 HX0346  PID         -  HX0346
 HX0346  STATE/COUNTY-  WV/RANDOLPH
 HX0346  USGS QUAD   -  PICKENS (1977)
 HX0346
 HX0346                         *CURRENT SURVEY CONTROL
 HX0346  ___________________________________________________________________
 HX0346* NAD 83(1986)-  38 40 53.     (N)    080 13 34.     (W)     SCALED    
 HX0346* NAVD 88     -       881.454  (meters)    2891.90   (feet)  ADJUSTED  
 HX0346  ___________________________________________________________________
 HX0346  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HX0346  DYNAMIC HT  -         880.779 (meters)    2889.69  (feet)  COMP
 HX0346  MODELED GRAV-     979,831.1   (mgal)                       NAVD 88
 HX0346
 HX0346  VERT ORDER  -  SECOND    CLASS 0
 HX0346
 HX0346.The horizontal coordinates were scaled from a topographic map and have
 HX0346.an estimated accuracy of +/- 6 seconds.
 HX0346
 HX0346.The orthometric height was determined by differential leveling
 HX0346.and adjusted by the National Geodetic Survey in June 1991..
 HX0346
 HX0346.The geoid height was determined by GEOID03.
 HX0346
 HX0346.The dynamic height is computed by dividing the NAVD 88
 HX0346.geopotential number by the normal gravity value computed on the
 HX0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0346.degrees latitude (g = 980.6199 gals.).
 HX0346
 HX0346.The modeled gravity was interpolated from observed gravity values.
 HX0346
 HX0346;                    North         East    Units  Estimated Accuracy
 HX0346;SPC WV S     -   186,900.      667,340.      MT  (+/- 180 meters Scaled)
 HX0346
 HX0346                          SUPERSEDED SURVEY CONTROL
 HX0346
 HX0346  NGVD 29 (??/??/92)  881.594  (m)         2892.36   (f) ADJ UNCH    2 0
 HX0346
 HX0346.Superseded values are not recommended for survey control.
 HX0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0346.See file dsdata.txt to determine how the superseded data were derived.
 HX0346
 HX0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC673817(NAD 83)
 HX0346_MARKER: DB = BENCH MARK DISK
 HX0346_SETTING: 66 = SET IN ROCK OUTCROP
 HX0346_SP_SET: ROCK LEDGE
 HX0346_STAMPING: T 271 1962
 HX0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0346+STABILITY: POSITION/ELEVATION WELL
 HX0346
 HX0346  HISTORY     - Date     Condition        Report By
 HX0346  HISTORY     - 1962     MONUMENTED       CGS
 HX0346
 HX0346                          STATION DESCRIPTION
 HX0346
 HX0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0346'2.3 MI N FROM PICKENS.
 HX0346'ABOUT 2.3 MILES NORTH ALONG COUNTY ROAD 50 FROM THE POST OFFICE
 HX0346'AT PICKENS, 0.1 MILE NORTH OF A DIM TRAIL LEADING WEST, SET
 HX0346'VERTICALLY IN THE EAST FACE OF A ROCK LEDGE THAT IS ABOUT 47 FEET
 HX0346'LONG AND 5 FEET HIGH, 16 FEET WEST OF THE CENTER LINE OF THE
 HX0346'ROAD, 70 FEET SOUTH OF A 12-INCH PIPE CULVERT, AND ABOUT 3 FEET
 HX0346'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1625 ***********************************************************************
 HX1625  DESIGNATION -  T 272
 HX1625  PID         -  HX1625
 HX1625  STATE/COUNTY-  WV/BRAXTON
 HX1625  USGS QUAD   -  NEWVILLE (1976)
 HX1625
 HX1625                         *CURRENT SURVEY CONTROL
 HX1625  ___________________________________________________________________
 HX1625* NAD 83(1986)-  38 42 10.     (N)    080 30 31.     (W)     SCALED    
 HX1625* NAVD 88     -       386.347  (meters)    1267.54   (feet)  ADJUSTED  
 HX1625  ___________________________________________________________________
 HX1625  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HX1625  DYNAMIC HT  -         386.085 (meters)    1266.68  (feet)  COMP
 HX1625  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 HX1625
 HX1625  VERT ORDER  -  SECOND    CLASS 0
 HX1625
 HX1625.The horizontal coordinates were scaled from a topographic map and have
 HX1625.an estimated accuracy of +/- 6 seconds.
 HX1625
 HX1625.The orthometric height was determined by differential leveling
 HX1625.and adjusted by the National Geodetic Survey in June 1991..
 HX1625
 HX1625.The geoid height was determined by GEOID03.
 HX1625
 HX1625.The dynamic height is computed by dividing the NAVD 88
 HX1625.geopotential number by the normal gravity value computed on the
 HX1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1625.degrees latitude (g = 980.6199 gals.).
 HX1625
 HX1625.The modeled gravity was interpolated from observed gravity values.
 HX1625
 HX1625;                    North         East    Units  Estimated Accuracy
 HX1625;SPC WV S     -   189,110.      642,740.      MT  (+/- 180 meters Scaled)
 HX1625
 HX1625                          SUPERSEDED SURVEY CONTROL
 HX1625
 HX1625  NGVD 29 (??/??/92)  386.530  (m)         1268.14   (f) ADJ UNCH    2 0
 HX1625
 HX1625.Superseded values are not recommended for survey control.
 HX1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1625.See file dsdata.txt to determine how the superseded data were derived.
 HX1625
 HX1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC427839(NAD 83)
 HX1625_MARKER: DB = BENCH MARK DISK
 HX1625_SETTING: 66 = SET IN ROCK OUTCROP
 HX1625_SP_SET: EMBEDDED ROCK
 HX1625_STAMPING: T 272 1962
 HX1625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1625+STABILITY: POSITION/ELEVATION WELL
 HX1625
 HX1625  HISTORY     - Date     Condition        Report By
 HX1625  HISTORY     - 1962     MONUMENTED       CGS
 HX1625
 HX1625                          STATION DESCRIPTION
 HX1625
 HX1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1625'12.4 MI S FROM FALLS MILL.
 HX1625'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1625'OFFICE AT FALLS MILL, THENCE ABOUT 11.6 MILES SOUTHWEST AND THEN
 HX1625'SOUTHEAST ALONG A MOUNTAIN ROAD, SET ON TOP OF AN EMBEDDED ROCK
 HX1625'THAT IS ABOUT 5-BY 9-FOOT LONG AND 1 1/2 FEET HIGH, 14 FEET
 HX1625'NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 5 FEET ABOVE THE
 HX1625'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0377 ***********************************************************************
 HX0377  DESIGNATION -  T 273
 HX0377  PID         -  HX0377
 HX0377  STATE/COUNTY-  WV/UPSHUR
 HX0377  USGS QUAD   -  BUCKHANNON (1989)
 HX0377
 HX0377                         *CURRENT SURVEY CONTROL
 HX0377  ___________________________________________________________________
 HX0377* NAD 83(1986)-  38 54 08.     (N)    080 12 21.     (W)     SCALED    
 HX0377* NAVD 88     -       446.692  (meters)    1465.52   (feet)  ADJUSTED  
 HX0377  ___________________________________________________________________
 HX0377  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 HX0377  DYNAMIC HT  -         446.388 (meters)    1464.52  (feet)  COMP
 HX0377  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 HX0377
 HX0377  VERT ORDER  -  SECOND    CLASS 0
 HX0377
 HX0377.The horizontal coordinates were scaled from a topographic map and have
 HX0377.an estimated accuracy of +/- 6 seconds.
 HX0377
 HX0377.The orthometric height was determined by differential leveling
 HX0377.and adjusted by the National Geodetic Survey in June 1991..
 HX0377
 HX0377.The geoid height was determined by GEOID03.
 HX0377
 HX0377.The dynamic height is computed by dividing the NAVD 88
 HX0377.geopotential number by the normal gravity value computed on the
 HX0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0377.degrees latitude (g = 980.6199 gals.).
 HX0377
 HX0377.The modeled gravity was interpolated from observed gravity values.
 HX0377
 HX0377;                    North         East    Units  Estimated Accuracy
 HX0377;SPC WV S     -   211,430.      668,890.      MT  (+/- 180 meters Scaled)
 HX0377
 HX0377                          SUPERSEDED SURVEY CONTROL
 HX0377
 HX0377  NGVD 29 (??/??/92)  446.874  (m)         1466.12   (f) ADJ UNCH    2 0
 HX0377
 HX0377.Superseded values are not recommended for survey control.
 HX0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0377.See file dsdata.txt to determine how the superseded data were derived.
 HX0377
 HX0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND688062(NAD 83)
 HX0377_MARKER: DB = BENCH MARK DISK
 HX0377_SETTING: 80 = SET IN A BOULDER
 HX0377_SP_SET: BOULDER
 HX0377_STAMPING: T 273 1962
 HX0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0377+STABILITY: SURFACE MOTION
 HX0377
 HX0377  HISTORY     - Date     Condition        Report By
 HX0377  HISTORY     - 1962     MONUMENTED       CGS
 HX0377
 HX0377                          STATION DESCRIPTION
 HX0377
 HX0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0377'8.8 MI N FROM ALTON.
 HX0377'ABOUT 8.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0377'FROM THE POST OFFICE AT ALTON, THENCE 0.3 MILE NORTHEAST ALONG
 HX0377'A ROAD THAT CROSSES THE BUCKHANNON RIVER, AT A ROAD JUNCTION,
 HX0377'SET ON TOP OF AN EMBEDDED BOULDER THAT IS ABOUT 9-BY 13-FOOT
 HX0377'LONG, 95 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 26
 HX0377'FEET NORTHEAST OF THE CENTER OF THE ROAD JUNCTION, 13 FEET
 HX0377'SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 1/2
 HX0377'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0467 ***********************************************************************
 HX0467  DESIGNATION -  T 274
 HX0467  PID         -  HX0467
 HX0467  STATE/COUNTY-  WV/RANDOLPH
 HX0467  USGS QUAD   -  ELLAMORE (1987)
 HX0467
 HX0467                         *CURRENT SURVEY CONTROL
 HX0467  ___________________________________________________________________
 HX0467* NAD 83(1986)-  38 55 27.     (N)    080 05 14.     (W)     SCALED    
 HX0467* NAVD 88     -       562.554  (meters)    1845.65   (feet)  ADJUSTED  
 HX0467  ___________________________________________________________________
 HX0467  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HX0467  DYNAMIC HT  -         562.155 (meters)    1844.34  (feet)  COMP
 HX0467  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 HX0467
 HX0467  VERT ORDER  -  SECOND    CLASS 0
 HX0467
 HX0467.The horizontal coordinates were scaled from a topographic map and have
 HX0467.an estimated accuracy of +/- 6 seconds.
 HX0467
 HX0467.The orthometric height was determined by differential leveling
 HX0467.and adjusted by the National Geodetic Survey in June 1991..
 HX0467
 HX0467.The geoid height was determined by GEOID03.
 HX0467
 HX0467.The dynamic height is computed by dividing the NAVD 88
 HX0467.geopotential number by the normal gravity value computed on the
 HX0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0467.degrees latitude (g = 980.6199 gals.).
 HX0467
 HX0467.The modeled gravity was interpolated from observed gravity values.
 HX0467
 HX0467;                    North         East    Units  Estimated Accuracy
 HX0467;SPC WV S     -   213,960.      679,150.      MT  (+/- 180 meters Scaled)
 HX0467
 HX0467                          SUPERSEDED SURVEY CONTROL
 HX0467
 HX0467  NGVD 29 (??/??/92)  562.717  (m)         1846.18   (f) ADJ UNCH    2 0
 HX0467
 HX0467.Superseded values are not recommended for survey control.
 HX0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0467.See file dsdata.txt to determine how the superseded data were derived.
 HX0467
 HX0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND791087(NAD 83)
 HX0467_MARKER: DB = BENCH MARK DISK
 HX0467_SETTING: 80 = SET IN A BOULDER
 HX0467_SP_SET: BOULDER
 HX0467_STAMPING: T 274 1962
 HX0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0467+STABILITY: SURFACE MOTION
 HX0467
 HX0467  HISTORY     - Date     Condition        Report By
 HX0467  HISTORY     - 1962     MONUMENTED       CGS
 HX0467
 HX0467                          STATION DESCRIPTION
 HX0467
 HX0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0467'AT ELLAMORE.
 HX0467'AT ELLAMORE, SET ON TOP OF THE EAST END OF AN EMBEDDED ROCK
 HX0467'THAT IS ABOUT 6-BY 14-FOOT LONG, 46 FEET SOUTHWEST OF THE
 HX0467'NORTHWEST CORNER OF THE POST OFFICE, 16 FEET WEST OF THE CENTER
 HX0467'LINE OF THE ROAD, 25 FEET EAST OF THE EAST RAIL OF THE MIDDLE
 HX0467'FORK RAILROAD, 6 FEET SOUTHEAST OF A 4-FOOT OAK TREE, 2 1/2 FEET
 HX0467'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0417 ***********************************************************************
 HX0417  DESIGNATION -  T 275
 HX0417  PID         -  HX0417
 HX0417  STATE/COUNTY-  WV/RANDOLPH
 HX0417  USGS QUAD   -  CASSITY (1977)
 HX0417
 HX0417                         *CURRENT SURVEY CONTROL
 HX0417  ___________________________________________________________________
 HX0417* NAD 83(1986)-  38 45 54.     (N)    080 01 37.     (W)     SCALED    
 HX0417* NAVD 88     -       691.101  (meters)    2267.39   (feet)  ADJUSTED  
 HX0417  ___________________________________________________________________
 HX0417  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX0417  DYNAMIC HT  -         690.583 (meters)    2265.69  (feet)  COMP
 HX0417  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 HX0417
 HX0417  VERT ORDER  -  SECOND    CLASS 0
 HX0417
 HX0417.The horizontal coordinates were scaled from a topographic map and have
 HX0417.an estimated accuracy of +/- 6 seconds.
 HX0417
 HX0417.The orthometric height was determined by differential leveling
 HX0417.and adjusted by the National Geodetic Survey in June 1991..
 HX0417
 HX0417.The geoid height was determined by GEOID03.
 HX0417
 HX0417.The dynamic height is computed by dividing the NAVD 88
 HX0417.geopotential number by the normal gravity value computed on the
 HX0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0417.degrees latitude (g = 980.6199 gals.).
 HX0417
 HX0417.The modeled gravity was interpolated from observed gravity values.
 HX0417
 HX0417;                    North         East    Units  Estimated Accuracy
 HX0417;SPC WV S     -   196,350.      684,570.      MT  (+/- 180 meters Scaled)
 HX0417
 HX0417                          SUPERSEDED SURVEY CONTROL
 HX0417
 HX0417  NGVD 29 (??/??/92)  691.244  (m)         2267.86   (f) ADJ UNCH    2 0
 HX0417
 HX0417.Superseded values are not recommended for survey control.
 HX0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0417.See file dsdata.txt to determine how the superseded data were derived.
 HX0417
 HX0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC845911(NAD 83)
 HX0417_MARKER: DB = BENCH MARK DISK
 HX0417_SETTING: 80 = SET IN A BOULDER
 HX0417_SP_SET: BOULDER
 HX0417_STAMPING: T 275 1962
 HX0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0417+STABILITY: SURFACE MOTION
 HX0417
 HX0417  HISTORY     - Date     Condition        Report By
 HX0417  HISTORY     - 1962     MONUMENTED       CGS
 HX0417
 HX0417                          STATION DESCRIPTION
 HX0417
 HX0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0417'1.8 MI NE FROM ADOLPH.
 HX0417'ABOUT 1.85 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 HX0417'GRADE SCHOOL AT ADOLPH, AT A Y ROAD JUNCTION, 300 FEET SOUTH
 HX0417'OF THE CENTER OF THE Y JUNCTION, SET ON TOP OF A LARGE BOULDER
 HX0417'THAT IS 11-BY 32-FOOT LONG AND 3-FOOT HIGH, 34 FEET SOUTHWEST OF
 HX0417'THE BLACK TOP ROAD LEADING SOUTHEAST TO MILL CREEK, 39 FEET
 HX0417'NORTHWEST OF THE NORTHEAST CORNER OF A SMALL FRAME HOUSE, 7 FEET
 HX0417'SOUTH OF THE EAST END OF A WOODEN GATE, 0.3 FOOT EAST OF THE
 HX0417'WEST EDGE OF THE ROCK, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 HX0417'THE ROAD SOUTHEAST.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED
 HX0417'BY GOING 4.9 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0417'SCHOOL AT CASSITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0462 ***********************************************************************
 HX0462  DESIGNATION -  T 276
 HX0462  PID         -  HX0462
 HX0462  STATE/COUNTY-  WV/RANDOLPH
 HX0462  USGS QUAD   -  PICKENS (1977)
 HX0462
 HX0462                         *CURRENT SURVEY CONTROL
 HX0462  ___________________________________________________________________
 HX0462* NAD 83(1986)-  38 41 52.     (N)    080 09 56.     (W)     SCALED    
 HX0462* NAVD 88     -       889.205  (meters)    2917.33   (feet)  ADJUSTED  
 HX0462  ___________________________________________________________________
 HX0462  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HX0462  DYNAMIC HT  -         888.518 (meters)    2915.08  (feet)  COMP
 HX0462  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 HX0462
 HX0462  VERT ORDER  -  SECOND    CLASS 0
 HX0462
 HX0462.The horizontal coordinates were scaled from a topographic map and have
 HX0462.an estimated accuracy of +/- 6 seconds.
 HX0462
 HX0462.The orthometric height was determined by differential leveling
 HX0462.and adjusted by the National Geodetic Survey in June 1991..
 HX0462
 HX0462.The geoid height was determined by GEOID03.
 HX0462
 HX0462.The dynamic height is computed by dividing the NAVD 88
 HX0462.geopotential number by the normal gravity value computed on the
 HX0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0462.degrees latitude (g = 980.6199 gals.).
 HX0462
 HX0462.The modeled gravity was interpolated from observed gravity values.
 HX0462
 HX0462;                    North         East    Units  Estimated Accuracy
 HX0462;SPC WV S     -   188,770.      672,590.      MT  (+/- 180 meters Scaled)
 HX0462
 HX0462                          SUPERSEDED SURVEY CONTROL
 HX0462
 HX0462  NGVD 29 (??/??/92)  889.341  (m)         2917.78   (f) ADJ UNCH    2 0
 HX0462
 HX0462.Superseded values are not recommended for survey control.
 HX0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0462.See file dsdata.txt to determine how the superseded data were derived.
 HX0462
 HX0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC725835(NAD 83)
 HX0462_MARKER: DB = BENCH MARK DISK
 HX0462_SETTING: 80 = SET IN A BOULDER
 HX0462_SP_SET: BOULDER
 HX0462_STAMPING: T 276 1962
 HX0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0462+STABILITY: SURFACE MOTION
 HX0462
 HX0462  HISTORY     - Date     Condition        Report By
 HX0462  HISTORY     - 1962     MONUMENTED       CGS
 HX0462
 HX0462                          STATION DESCRIPTION
 HX0462
 HX0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0462'2.3 MI E FROM HELVETIA.
 HX0462'ABOUT 0.1 MILE NORTHEAST ALONG COUNTY ROAD 45 FROM THE POST OFFICE
 HX0462'AT HELVETIA, THENCE ABOUT 2.2 MILES SOUTHWEST AND THEN EAST
 HX0462'ALONG COUNTY ROAD 46, SET ON TOP OF A ROCK THAT IS ABOUT 8-FOOT
 HX0462'LONG AND IS EMBEDDED IN THE GROUND, 20 FEET NORTH OF THE CENTER
 HX0462'LINE OF THE ROAD, 0.7 FOOT EAST OF THE WEST EDGE OF THE ROCK,
 HX0462'AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2054 ***********************************************************************
 HW2054  DESIGNATION -  T 277
 HW2054  PID         -  HW2054
 HW2054  STATE/COUNTY-  WV/RANDOLPH
 HW2054  USGS QUAD   -  BEVERLY EAST (1995)
 HW2054
 HW2054                         *CURRENT SURVEY CONTROL
 HW2054  ___________________________________________________________________
 HW2054* NAD 83(1986)-  38 49 14.     (N)    079 51 26.     (W)     SCALED    
 HW2054* NAVD 88     -       628.244  (meters)    2061.16   (feet)  ADJUSTED  
 HW2054  ___________________________________________________________________
 HW2054  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HW2054  DYNAMIC HT  -         627.788 (meters)    2059.67  (feet)  COMP
 HW2054  MODELED GRAV-     979,882.4   (mgal)                       NAVD 88
 HW2054
 HW2054  VERT ORDER  -  FIRST     CLASS II
 HW2054
 HW2054.The horizontal coordinates were scaled from a topographic map and have
 HW2054.an estimated accuracy of +/- 6 seconds.
 HW2054
 HW2054.The orthometric height was determined by differential leveling
 HW2054.and adjusted by the National Geodetic Survey in June 1991..
 HW2054
 HW2054.The geoid height was determined by GEOID03.
 HW2054
 HW2054.The dynamic height is computed by dividing the NAVD 88
 HW2054.geopotential number by the normal gravity value computed on the
 HW2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2054.degrees latitude (g = 980.6199 gals.).
 HW2054
 HW2054.The modeled gravity was interpolated from observed gravity values.
 HW2054
 HW2054;                    North         East    Units  Estimated Accuracy
 HW2054;SPC WV S     -   202,680.      699,240.      MT  (+/- 180 meters Scaled)
 HW2054
 HW2054                          SUPERSEDED SURVEY CONTROL
 HW2054
 HW2054  NGVD 29 (??/??/92)  628.398  (m)         2061.67   (f) ADJ UNCH    1 2
 HW2054
 HW2054.Superseded values are not recommended for survey control.
 HW2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2054.See file dsdata.txt to determine how the superseded data were derived.
 HW2054
 HW2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC992974(NAD 83)
 HW2054_MARKER: DB = BENCH MARK DISK
 HW2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2054_STAMPING: T 277 1962
 HW2054_MARK LOGO: CGS   
 HW2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2054+STABILITY: SURFACE MOTION
 HW2054
 HW2054  HISTORY     - Date     Condition        Report By
 HW2054  HISTORY     - 1962     MONUMENTED       CGS
 HW2054  HISTORY     - 1983     GOOD             NGS
 HW2054
 HW2054                          STATION DESCRIPTION
 HW2054
 HW2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2054'2.2 MI SE FROM BEVERLY.
 HW2054'ABOUT 1.1 MILES SOUTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2054'POST OFFICE AT BEVERLY, THENCE 1.1 MILE SOUTHEAST ALONG A GRAVEL
 HW2054'ROAD, 0.2 MILE NORTHWEST OF MT. CARMEL BAPTIST CHURCH, 13 FEET
 HW2054'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 23 FEET WEST OF THE
 HW2054'NORTH END OF A WOODEN GATE, 90 FEET WEST OF THE CENTER OF THE
 HW2054'JUNCTION OF A PRIVATE DRIVE LEADING NORTHEAST, 2 FEET SOUTHWEST
 HW2054'OF A STEEL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 HW2054'ROAD, AND SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 1 1/2
 HW2054'INCHES.
 HW2054
 HW2054                          STATION RECOVERY (1983)
 HW2054
 HW2054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2044 ***********************************************************************
 HW2044  DESIGNATION -  T 278
 HW2044  PID         -  HW2044
 HW2044  STATE/COUNTY-  WV/RANDOLPH
 HW2044  USGS QUAD   -  BEVERLY EAST (1995)
 HW2044
 HW2044                         *CURRENT SURVEY CONTROL
 HW2044  ___________________________________________________________________
 HW2044* NAD 83(1986)-  38 49 55.     (N)    079 45 45.     (W)     SCALED    
 HW2044* NAVD 88     -      1089.476  (meters)    3574.39   (feet)  ADJUSTED  
 HW2044  ___________________________________________________________________
 HW2044  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HW2044  DYNAMIC HT  -        1088.634 (meters)    3571.63  (feet)  COMP
 HW2044  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 HW2044
 HW2044  VERT ORDER  -  SECOND    CLASS 0
 HW2044
 HW2044.The horizontal coordinates were scaled from a topographic map and have
 HW2044.an estimated accuracy of +/- 6 seconds.
 HW2044
 HW2044.The orthometric height was determined by differential leveling
 HW2044.and adjusted by the National Geodetic Survey in June 1991..
 HW2044
 HW2044.The geoid height was determined by GEOID03.
 HW2044
 HW2044.The dynamic height is computed by dividing the NAVD 88
 HW2044.geopotential number by the normal gravity value computed on the
 HW2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2044.degrees latitude (g = 980.6199 gals.).
 HW2044
 HW2044.The modeled gravity was interpolated from observed gravity values.
 HW2044
 HW2044;                    North         East    Units  Estimated Accuracy
 HW2044;SPC WV S     -   204,050.      707,450.      MT  (+/- 180 meters Scaled)
 HW2044
 HW2044                          SUPERSEDED SURVEY CONTROL
 HW2044
 HW2044  NGVD 29 (??/??/92) 1089.611  (m)         3574.83   (f) ADJ UNCH    2 0
 HW2044
 HW2044.Superseded values are not recommended for survey control.
 HW2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2044.See file dsdata.txt to determine how the superseded data were derived.
 HW2044
 HW2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC074988(NAD 83)
 HW2044_MARKER: DB = BENCH MARK DISK
 HW2044_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2044_STAMPING: T 278 1962
 HW2044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2044
 HW2044  HISTORY     - Date     Condition        Report By
 HW2044  HISTORY     - 1962     MONUMENTED       CGS
 HW2044  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2044  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2044
 HW2044                          STATION DESCRIPTION
 HW2044
 HW2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2044'4.2 MI NW FROM BEMIS.
 HW2044'ABOUT 4.2 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE WESTERN
 HW2044'MARYLAND RAILWAY CROSSING AT BEMIS, AT A ROAD JUNCTION, SET ON
 HW2044'TOP OF A ROCK THAT IS ABOUT 10-BY 4-FOOT LONG AND IS EMBEDDED IN
 HW2044'THE GROUND, 53.5 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HW2044'ABOUT 1 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK, AND
 HW2044'ABOUT LEVEL WITH THE ROAD.  NOTE-- ABOUT 50 YARDS NORTHWEST OF
 HW2044'THE CENTER OF THE JUNCTION OF A ROAD LEADING SOUTHEAST.
 HW2044
 HW2044                          STATION RECOVERY (1983)
 HW2044
 HW2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2044'MARK NOT FOUND.
 HW2044
 HW2044                          STATION RECOVERY (1983)
 HW2044
 HW2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2046 ***********************************************************************
 HW2046  DESIGNATION -  T 279
 HW2046  PID         -  HW2046
 HW2046  STATE/COUNTY-  WV/RANDOLPH
 HW2046  USGS QUAD   -  BEVERLY EAST (1995)
 HW2046
 HW2046                         *CURRENT SURVEY CONTROL
 HW2046  ___________________________________________________________________
 HW2046* NAD 83(1986)-  38 50 18.     (N)    079 46 31.     (W)     SCALED    
 HW2046* NAVD 88     -       869.726  (meters)    2853.43   (feet)  ADJUSTED  
 HW2046  ___________________________________________________________________
 HW2046  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HW2046  DYNAMIC HT  -         869.061 (meters)    2851.24  (feet)  COMP
 HW2046  MODELED GRAV-     979,833.7   (mgal)                       NAVD 88
 HW2046
 HW2046  VERT ORDER  -  SECOND    CLASS 0
 HW2046
 HW2046.The horizontal coordinates were scaled from a topographic map and have
 HW2046.an estimated accuracy of +/- 6 seconds.
 HW2046
 HW2046.The orthometric height was determined by differential leveling
 HW2046.and adjusted by the National Geodetic Survey in June 1991..
 HW2046
 HW2046.The geoid height was determined by GEOID03.
 HW2046
 HW2046.The dynamic height is computed by dividing the NAVD 88
 HW2046.geopotential number by the normal gravity value computed on the
 HW2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2046.degrees latitude (g = 980.6199 gals.).
 HW2046
 HW2046.The modeled gravity was interpolated from observed gravity values.
 HW2046
 HW2046;                    North         East    Units  Estimated Accuracy
 HW2046;SPC WV S     -   204,740.      706,330.      MT  (+/- 180 meters Scaled)
 HW2046
 HW2046                          SUPERSEDED SURVEY CONTROL
 HW2046
 HW2046  NGVD 29 (??/??/92)  869.858  (m)         2853.86   (f) ADJ UNCH    2 0
 HW2046
 HW2046.Superseded values are not recommended for survey control.
 HW2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2046.See file dsdata.txt to determine how the superseded data were derived.
 HW2046
 HW2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC062995(NAD 83)
 HW2046_MARKER: DB = BENCH MARK DISK
 HW2046_SETTING: 66 = SET IN ROCK OUTCROP
 HW2046_SP_SET: ROCK LEDGE
 HW2046_STAMPING: T 279 1962
 HW2046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2046+STABILITY: POSITION/ELEVATION WELL
 HW2046
 HW2046  HISTORY     - Date     Condition        Report By
 HW2046  HISTORY     - 1962     MONUMENTED       CGS
 HW2046  HISTORY     - 1983     GOOD             NGS
 HW2046  HISTORY     - 1983     GOOD             NGS
 HW2046
 HW2046                          STATION DESCRIPTION
 HW2046
 HW2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2046'5.6 MI NW FROM BEMIS.
 HW2046'ABOUT 5.6 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE WESTERN
 HW2046'MARYLAND RAILWAY CROSSING AT BEMIS, 0.1 MILE NORTHWEST OF A
 HW2046'SWITCH BACK CURVE, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 HW2046'ROCK LEDGE THAT IS ABOUT 12-FOOT LONG AND 4-FOOT HIGH WHICH IS IN
 HW2046'A SMALL RAVINE, 18 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HW2046'11 FEET EAST OF A 12 INCH PIPE CULVERT UNDER THE ROAD, AND ABOUT
 HW2046'4 FEET ABOVE THE LEVEL OF THE ROAD.
 HW2046
 HW2046                          STATION RECOVERY (1983)
 HW2046
 HW2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2046'RECOVERED IN GOOD CONDITION.
 HW2046
 HW2046                          STATION RECOVERY (1983)
 HW2046
 HW2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0845 ***********************************************************************
 KY0845  DESIGNATION -  T 28
 KY0845  PID         -  KY0845
 KY0845  STATE/COUNTY-  WV/OHIO
 KY0845  USGS QUAD   -  WHEELING (1994)
 KY0845
 KY0845                         *CURRENT SURVEY CONTROL
 KY0845  ___________________________________________________________________
 KY0845* NAD 83(1986)-  40 04 23.     (N)    080 42 39.     (W)     SCALED    
 KY0845* NAVD 88     -       206.150  (meters)     676.34   (feet)  ADJUSTED  
 KY0845  ___________________________________________________________________
 KY0845  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0845  DYNAMIC HT  -         206.036 (meters)     675.97  (feet)  COMP
 KY0845  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 KY0845
 KY0845  VERT ORDER  -  SECOND    CLASS 0
 KY0845
 KY0845.The horizontal coordinates were scaled from a topographic map and have
 KY0845.an estimated accuracy of +/- 6 seconds.
 KY0845
 KY0845.The orthometric height was determined by differential leveling
 KY0845.and adjusted by the National Geodetic Survey in June 1991..
 KY0845
 KY0845.The geoid height was determined by GEOID03.
 KY0845
 KY0845.The dynamic height is computed by dividing the NAVD 88
 KY0845.geopotential number by the normal gravity value computed on the
 KY0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0845.degrees latitude (g = 980.6199 gals.).
 KY0845
 KY0845.The modeled gravity was interpolated from observed gravity values.
 KY0845
 KY0845;                    North         East    Units  Estimated Accuracy
 KY0845;SPC WV N     -   175,340.      496,720.      MT  (+/- 180 meters Scaled)
 KY0845
 KY0845                          SUPERSEDED SURVEY CONTROL
 KY0845
 KY0845  NGVD 29 (??/??/92)  206.297  (m)          676.83   (f) ADJ UNCH    2 0
 KY0845
 KY0845.Superseded values are not recommended for survey control.
 KY0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0845.See file dsdata.txt to determine how the superseded data were derived.
 KY0845
 KY0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE246359(NAD 83)
 KY0845_MARKER: DB = BENCH MARK DISK
 KY0845_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0845_SP_SET: BRIDGE
 KY0845_STAMPING: T 28 1935
 KY0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0845
 KY0845  HISTORY     - Date     Condition        Report By
 KY0845  HISTORY     - 1935     MONUMENTED       CGS
 KY0845
 KY0845                          STATION DESCRIPTION
 KY0845
 KY0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY0845'1.1 MI NE FROM WHEELING.
 KY0845'1.1 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0845'THE STATION AT WHEELING, OHIO COUNTY, 90 FEET NORTHWEST OF THE
 KY0845'SECOND POLE NORTH OF POLE 66+15, NEAR THE ENTRANCE TO TUNNEL, AT
 KY0845'BRIDGE 307, IN THE TOP OF THE SOUTHWEST CORNER OF THE WEST
 KY0845'CONCRETE ABUTMENT, AND 12 FEET WEST OF THE CENTERLINE OF THE
 KY0845'TRACK.  A STANDARD DISK, STAMPED T 28 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0411 ***********************************************************************
 HX0411  DESIGNATION -  T 280
 HX0411  PID         -  HX0411
 HX0411  STATE/COUNTY-  WV/RANDOLPH
 HX0411  USGS QUAD   -  CASSITY (1977)
 HX0411
 HX0411                         *CURRENT SURVEY CONTROL
 HX0411  ___________________________________________________________________
 HX0411* NAD 83(1986)-  38 50 10.     (N)    079 59 59.     (W)     SCALED    
 HX0411* NAVD 88     -       725.132  (meters)    2379.04   (feet)  ADJUSTED  
 HX0411  ___________________________________________________________________
 HX0411  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX0411  DYNAMIC HT  -         724.602 (meters)    2377.30  (feet)  COMP
 HX0411  MODELED GRAV-     979,873.5   (mgal)                       NAVD 88
 HX0411
 HX0411  VERT ORDER  -  SECOND    CLASS 0
 HX0411
 HX0411.The horizontal coordinates were scaled from a topographic map and have
 HX0411.an estimated accuracy of +/- 6 seconds.
 HX0411
 HX0411.The orthometric height was determined by differential leveling
 HX0411.and adjusted by the National Geodetic Survey in June 1991..
 HX0411
 HX0411.The geoid height was determined by GEOID03.
 HX0411
 HX0411.The dynamic height is computed by dividing the NAVD 88
 HX0411.geopotential number by the normal gravity value computed on the
 HX0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0411.degrees latitude (g = 980.6199 gals.).
 HX0411
 HX0411.The modeled gravity was interpolated from observed gravity values.
 HX0411
 HX0411;                    North         East    Units  Estimated Accuracy
 HX0411;SPC WV S     -   204,260.      686,850.      MT  (+/- 180 meters Scaled)
 HX0411
 HX0411                          SUPERSEDED SURVEY CONTROL
 HX0411
 HX0411  NGVD 29 (??/??/92)  725.285  (m)         2379.54   (f) ADJ UNCH    2 0
 HX0411
 HX0411.Superseded values are not recommended for survey control.
 HX0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0411.See file dsdata.txt to determine how the superseded data were derived.
 HX0411
 HX0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC868990(NAD 83)
 HX0411_MARKER: DB = BENCH MARK DISK
 HX0411_SETTING: 66 = SET IN ROCK OUTCROP
 HX0411_SP_SET: ROCK OUTCROP
 HX0411_STAMPING: T 280 1962
 HX0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0411+STABILITY: POSITION/ELEVATION WELL
 HX0411
 HX0411  HISTORY     - Date     Condition        Report By
 HX0411  HISTORY     - 1962     MONUMENTED       CGS
 HX0411
 HX0411                          STATION DESCRIPTION
 HX0411
 HX0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0411'2.2 MI NE FROM CASSITY.
 HX0411'ABOUT 2.2 MILES NORTHEAST ALONG COUNTY ROAD 35 (BLACK TOP
 HX0411'ROAD) FROM THE GRADE SCHOOL AT CASSITY, ABOUT 0.4 MILE SOUTHEAST
 HX0411'OF A GULF SERVICE STATION, SET VERTICALLY IN THE SOUTH FACE OF
 HX0411'A ROCK OUTCROP THAT IS ABOUT 10-FOOT LONG, 4 FEET EAST OF THE
 HX0411'WEST END OF THE ROCK, 119 FEET NORTHEAST OF A POWER POLE 98-343,
 HX0411'16 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET
 HX0411'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2094 ***********************************************************************
 HW2094  DESIGNATION -  T 281
 HW2094  PID         -  HW2094
 HW2094  STATE/COUNTY-  WV/RANDOLPH
 HW2094  USGS QUAD   -  WILDELL (1995)
 HW2094
 HW2094                         *CURRENT SURVEY CONTROL
 HW2094  ___________________________________________________________________
 HW2094* NAD 83(1986)-  38 37 38.     (N)    079 52 11.     (W)     SCALED    
 HW2094* NAVD 88     -      1083.509  (meters)    3554.81   (feet)  ADJUSTED  
 HW2094  ___________________________________________________________________
 HW2094  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HW2094  DYNAMIC HT  -        1082.621 (meters)    3551.90  (feet)  COMP
 HW2094  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 HW2094
 HW2094  VERT ORDER  -  SECOND    CLASS 0
 HW2094
 HW2094.The horizontal coordinates were scaled from a topographic map and have
 HW2094.an estimated accuracy of +/- 6 seconds.
 HW2094
 HW2094.The orthometric height was determined by differential leveling
 HW2094.and adjusted by the National Geodetic Survey in June 1991..
 HW2094
 HW2094.The geoid height was determined by GEOID03.
 HW2094
 HW2094.The dynamic height is computed by dividing the NAVD 88
 HW2094.geopotential number by the normal gravity value computed on the
 HW2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2094.degrees latitude (g = 980.6199 gals.).
 HW2094
 HW2094.The modeled gravity was interpolated from observed gravity values.
 HW2094
 HW2094;                    North         East    Units  Estimated Accuracy
 HW2094;SPC WV S     -   181,210.      698,420.      MT  (+/- 180 meters Scaled)
 HW2094
 HW2094                          SUPERSEDED SURVEY CONTROL
 HW2094
 HW2094  NGVD 29 (??/??/92) 1083.577  (m)         3555.04   (f) ADJ UNCH    2 0
 HW2094
 HW2094.Superseded values are not recommended for survey control.
 HW2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2094.See file dsdata.txt to determine how the superseded data were derived.
 HW2094
 HW2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC983760(NAD 83)
 HW2094_MARKER: DB = BENCH MARK DISK
 HW2094_SETTING: 80 = SET IN A BOULDER
 HW2094_STAMPING: T 281 1962
 HW2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2094+STABILITY: SURFACE MOTION
 HW2094
 HW2094  HISTORY     - Date     Condition        Report By
 HW2094  HISTORY     - 1962     MONUMENTED       CGS
 HW2094
 HW2094                          STATION DESCRIPTION
 HW2094
 HW2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2094'0.8 MI N FROM CHEAT BRIDGE.
 HW2094'ABOUT 0.85 MILE NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM
 HW2094'THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE, SET ON TOP
 HW2094'OF AN EMBEDDED ROCK BOULDER THAT IS ABOUT 12-BY 9-FOOT WIDE AND
 HW2094'2 1/2 FEET HIGH, THIS MARK IS BETWEEN THE RAILROAD AND THE
 HW2094'RIVER, 18 RAILS NORTHWEST OF MILEPOST C 23, 13 FEET SOUTHWEST OF
 HW2094'THE SOUTHWEST RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HW2094'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0101 ***********************************************************************
 HX0101  DESIGNATION -  T 282
 HX0101  PID         -  HX0101
 HX0101  STATE/COUNTY-  WV/UPSHUR
 HX0101  USGS QUAD   -  BUCKHANNON (1989)
 HX0101
 HX0101                         *CURRENT SURVEY CONTROL
 HX0101  ___________________________________________________________________
 HX0101* NAD 83(1986)-  38 54 48.     (N)    080 10 46.     (W)     SCALED    
 HX0101* NAVD 88     -       514.059  (meters)    1686.54   (feet)  ADJUSTED  
 HX0101  ___________________________________________________________________
 HX0101  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX0101  DYNAMIC HT  -         513.713 (meters)    1685.41  (feet)  COMP
 HX0101  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 HX0101
 HX0101  VERT ORDER  -  SECOND    CLASS 0
 HX0101
 HX0101.The horizontal coordinates were scaled from a topographic map and have
 HX0101.an estimated accuracy of +/- 6 seconds.
 HX0101
 HX0101.The orthometric height was determined by differential leveling
 HX0101.and adjusted by the National Geodetic Survey in June 1991..
 HX0101
 HX0101.The geoid height was determined by GEOID03.
 HX0101
 HX0101.The dynamic height is computed by dividing the NAVD 88
 HX0101.geopotential number by the normal gravity value computed on the
 HX0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0101.degrees latitude (g = 980.6199 gals.).
 HX0101
 HX0101.The modeled gravity was interpolated from observed gravity values.
 HX0101
 HX0101;                    North         East    Units  Estimated Accuracy
 HX0101;SPC WV S     -   212,680.      671,170.      MT  (+/- 180 meters Scaled)
 HX0101
 HX0101                          SUPERSEDED SURVEY CONTROL
 HX0101
 HX0101  NGVD 29 (??/??/92)  514.241  (m)         1687.14   (f) ADJ UNCH    2 0
 HX0101
 HX0101.Superseded values are not recommended for survey control.
 HX0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0101.See file dsdata.txt to determine how the superseded data were derived.
 HX0101
 HX0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND711074(NAD 83)
 HX0101_MARKER: DB = BENCH MARK DISK
 HX0101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0101_SP_SET: FOUNDATION
 HX0101_STAMPING: T 282 1962
 HX0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0101
 HX0101  HISTORY     - Date     Condition        Report By
 HX0101  HISTORY     - 1962     MONUMENTED       CGS
 HX0101
 HX0101                          STATION DESCRIPTION
 HX0101
 HX0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0101'AT TALLMANSVILLE.
 HX0101'AT TALLMANSVILLE, SET VERTICALLY IN THE WEST END OF THE CONCRETE
 HX0101'FOUNDATION OF THE NORTH FRONT PORCH OF THE POST OFFICE BUILDING,
 HX0101'5 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 22 FEET
 HX0101'EAST OF A BLACK TOP ROAD, 49 FEET SOUTHEAST OF THE CENTER OF THE
 HX0101'CROSSING OF A BLACK TOP ROAD AND THE OLD ABANDONED RAILROAD,
 HX0101'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 3 FEET
 HX0101'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1416 ***********************************************************************
 GX1416  DESIGNATION -  T 283
 GX1416  PID         -  GX1416
 GX1416  STATE/COUNTY-  WV/MERCER
 GX1416  USGS QUAD   -  BLUEFIELD (1979)
 GX1416
 GX1416                         *CURRENT SURVEY CONTROL
 GX1416  ___________________________________________________________________
 GX1416* NAD 83(1986)-  37 17 30.     (N)    081 09 10.     (W)     SCALED    
 GX1416* NAVD 88     -       721.636  (meters)    2367.57   (feet)  ADJUSTED  
 GX1416  ___________________________________________________________________
 GX1416  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GX1416  DYNAMIC HT  -         720.995 (meters)    2365.46  (feet)  COMP
 GX1416  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 GX1416
 GX1416  VERT ORDER  -  FIRST     CLASS II
 GX1416
 GX1416.The horizontal coordinates were scaled from a topographic map and have
 GX1416.an estimated accuracy of +/- 6 seconds.
 GX1416
 GX1416.The orthometric height was determined by differential leveling
 GX1416.and adjusted by the National Geodetic Survey in June 1991..
 GX1416
 GX1416.The geoid height was determined by GEOID03.
 GX1416
 GX1416.The dynamic height is computed by dividing the NAVD 88
 GX1416.geopotential number by the normal gravity value computed on the
 GX1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1416.degrees latitude (g = 980.6199 gals.).
 GX1416
 GX1416.The modeled gravity was interpolated from observed gravity values.
 GX1416
 GX1416;                    North         East    Units  Estimated Accuracy
 GX1416;SPC WV S     -    32,380.      586,450.      MT  (+/- 180 meters Scaled)
 GX1416
 GX1416                          SUPERSEDED SURVEY CONTROL
 GX1416
 GX1416  NGVD 29 (??/??/92)  721.742  (m)         2367.92   (f) ADJ UNCH    1 2
 GX1416
 GX1416.Superseded values are not recommended for survey control.
 GX1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1416.See file dsdata.txt to determine how the superseded data were derived.
 GX1416
 GX1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB864272(NAD 83)
 GX1416_MARKER: DB = BENCH MARK DISK
 GX1416_SETTING: 66 = SET IN ROCK OUTCROP
 GX1416_SP_SET: ROCK CUT
 GX1416_STAMPING: T 283 1965
 GX1416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1416+STABILITY: POSITION/ELEVATION WELL
 GX1416
 GX1416  HISTORY     - Date     Condition        Report By
 GX1416  HISTORY     - 1965     MONUMENTED       CGS
 GX1416  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1416
 GX1416                          STATION DESCRIPTION
 GX1416
 GX1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1416'2.8 MI E FROM BLUEFIELD.
 GX1416'ABOUT 2.8 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1416'FROM THE STATION AT BLUEFIELD, ABOUT 0.3 MILE WEST OF MILEPOST
 GX1416'N 360, SET VERTICALLY IN THE SOUTH FACE NEAR THE EAST END OF
 GX1416'A ROCK CUT THAT IS ABOUT 0.15 MILE LONG AND 30 FEET HIGH, 125
 GX1416'FEET WEST OF THE EAST END OF THE ROCK PORTION OF THE CUT, 48
 GX1416'FEET WEST OF THE NORTH END OF A 24-INCH PIPE CULVERT, 16.5
 GX1416'FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 2 1/2 FEET
 GX1416'ABOVE THE GROUND AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 GX1416
 GX1416                          STATION RECOVERY (1984)
 GX1416
 GX1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1416'NOT RECOVERED, THE MARK IS INACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2150 ***********************************************************************
 HW2150  DESIGNATION -  T 3
 HW2150  PID         -  HW2150
 HW2150  STATE/COUNTY-  WV/POCAHONTAS
 HW2150  USGS QUAD   -  CASS (1995)
 HW2150
 HW2150                         *CURRENT SURVEY CONTROL
 HW2150  ___________________________________________________________________
 HW2150* NAD 83(1986)-  38 25 28.     (N)    079 53 21.     (W)     SCALED    
 HW2150* NAVD 88     -       756.246  (meters)    2481.12   (feet)  ADJUSTED  
 HW2150  ___________________________________________________________________
 HW2150  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HW2150  DYNAMIC HT  -         755.637 (meters)    2479.12  (feet)  COMP
 HW2150  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 HW2150
 HW2150  VERT ORDER  -  FIRST     CLASS II
 HW2150
 HW2150.The horizontal coordinates were scaled from a topographic map and have
 HW2150.an estimated accuracy of +/- 6 seconds.
 HW2150
 HW2150.The orthometric height was determined by differential leveling
 HW2150.and adjusted by the National Geodetic Survey in June 1991..
 HW2150
 HW2150.The geoid height was determined by GEOID03.
 HW2150
 HW2150.The dynamic height is computed by dividing the NAVD 88
 HW2150.geopotential number by the normal gravity value computed on the
 HW2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2150.degrees latitude (g = 980.6199 gals.).
 HW2150
 HW2150.The modeled gravity was interpolated from observed gravity values.
 HW2150
 HW2150;                    North         East    Units  Estimated Accuracy
 HW2150;SPC WV S     -   158,680.      696,990.      MT  (+/- 180 meters Scaled)
 HW2150
 HW2150                          SUPERSEDED SURVEY CONTROL
 HW2150
 HW2150  NGVD 29 (??/??/92)  756.316  (m)         2481.35   (f) ADJ UNCH    1 2
 HW2150
 HW2150.Superseded values are not recommended for survey control.
 HW2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2150.See file dsdata.txt to determine how the superseded data were derived.
 HW2150
 HW2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC969534(NAD 83)
 HW2150_MARKER: DB = BENCH MARK DISK
 HW2150_SETTING: 66 = SET IN ROCK OUTCROP
 HW2150_SP_SET: ROCK OUTCROP
 HW2150_STAMPING: T 3 1933
 HW2150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2150+STABILITY: POSITION/ELEVATION WELL
 HW2150
 HW2150  HISTORY     - Date     Condition        Report By
 HW2150  HISTORY     - 1933     MONUMENTED       CGS
 HW2150
 HW2150                          STATION DESCRIPTION
 HW2150
 HW2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW2150'2.4 MI NE FROM CASS.
 HW2150'2.4 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HW2150'THE STATION AT CASS, PACAHONTAS COUNTY, 10-1/2 RAILS NORTH OF
 HW2150'MILEPOST 83, 6 YARDS EAST OF THE CENTERLINE OF THE TRACK, IN
 HW2150'THE TOP OF THE SOUTH END OF A ROCK OUTCROP, AND ABOUT LEVEL WITH
 HW2150'THE TRACK.  A STANDARD DISK, STAMPED T 3 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1976 ***********************************************************************
 HW1976  DESIGNATION -  T 3
 HW1976  PID         -  HW1976
 HW1976  STATE/COUNTY-  WV/RANDOLPH
 HW1976  USGS QUAD   -  MILL CREEK (1995)
 HW1976
 HW1976                         *CURRENT SURVEY CONTROL
 HW1976  ___________________________________________________________________
 HW1976* NAD 83(1986)-  38 39 10.     (N)    079 55 24.     (W)     SCALED    
 HW1976* NAVD 88     -       967.222  (meters)    3173.29   (feet)  ADJUSTED  
 HW1976  ___________________________________________________________________
 HW1976  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HW1976  DYNAMIC HT  -         966.451 (meters)    3170.76  (feet)  COMP
 HW1976  MODELED GRAV-     979,796.7   (mgal)                       NAVD 88
 HW1976
 HW1976  VERT ORDER  -  SECOND    CLASS 0
 HW1976
 HW1976.The horizontal coordinates were scaled from a topographic map and have
 HW1976.an estimated accuracy of +/- 6 seconds.
 HW1976
 HW1976.The orthometric height was determined by differential leveling
 HW1976.and adjusted by the National Geodetic Survey in June 1991..
 HW1976
 HW1976.The geoid height was determined by GEOID03.
 HW1976
 HW1976.The dynamic height is computed by dividing the NAVD 88
 HW1976.geopotential number by the normal gravity value computed on the
 HW1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1976.degrees latitude (g = 980.6199 gals.).
 HW1976
 HW1976.The modeled gravity was interpolated from observed gravity values.
 HW1976
 HW1976;                    North         East    Units  Estimated Accuracy
 HW1976;SPC WV S     -   183,990.      693,720.      MT  (+/- 180 meters Scaled)
 HW1976
 HW1976                          SUPERSEDED SURVEY CONTROL
 HW1976
 HW1976  NGVD 29 (??/??/92)  967.298  (m)         3173.54   (f) ADJ UNCH    2 0
 HW1976
 HW1976.Superseded values are not recommended for survey control.
 HW1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1976.See file dsdata.txt to determine how the superseded data were derived.
 HW1976
 HW1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC936787(NAD 83)
 HW1976_MARKER: Q = CHISELED SQUARE
 HW1976_SETTING: 80 = SET IN A BOULDER
 HW1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1976+STABILITY: SURFACE MOTION
 HW1976
 HW1976  HISTORY     - Date     Condition        Report By
 HW1976  HISTORY     - UNK      MONUMENTED       WVHD
 HW1976  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1976
 HW1976                          STATION DESCRIPTION
 HW1976
 HW1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1976'7.1 MI SE FROM HUTTONSVILLE.
 HW1976'7.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM HUTTONSVILLE,
 HW1976'5.6 MILES NORTHWEST OF THE POST OFFICE AT CHEAT BRIDGE, AT A
 HW1976'CURVE, 15 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ON
 HW1976'TOP OF A LARGE BOULDER, 3 YARDS HIGHER THAN THE GRADE.  A
 HW1976'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0878 ***********************************************************************
 JW0878  DESIGNATION -  T 31
 JW0878  PID         -  JW0878
 JW0878  STATE/COUNTY-  WV/RANDOLPH
 JW0878  USGS QUAD   -  MONTROSE (1995)
 JW0878
 JW0878                         *CURRENT SURVEY CONTROL
 JW0878  ___________________________________________________________________
 JW0878* NAD 83(1986)-  39 05 25.     (N)    079 47 09.     (W)     SCALED    
 JW0878* NAVD 88     -       666.290  (meters)    2185.99   (feet)  ADJUSTED  
 JW0878  ___________________________________________________________________
 JW0878  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 JW0878  DYNAMIC HT  -         665.828 (meters)    2184.47  (feet)  COMP
 JW0878  MODELED GRAV-     979,912.8   (mgal)                       NAVD 88
 JW0878
 JW0878  VERT ORDER  -  SECOND    CLASS 0
 JW0878
 JW0878.The horizontal coordinates were scaled from a topographic map and have
 JW0878.an estimated accuracy of +/- 6 seconds.
 JW0878
 JW0878.The orthometric height was determined by differential leveling
 JW0878.and adjusted by the National Geodetic Survey in June 1991..
 JW0878
 JW0878.The geoid height was determined by GEOID03.
 JW0878
 JW0878.The dynamic height is computed by dividing the NAVD 88
 JW0878.geopotential number by the normal gravity value computed on the
 JW0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0878.degrees latitude (g = 980.6199 gals.).
 JW0878
 JW0878.The modeled gravity was interpolated from observed gravity values.
 JW0878
 JW0878;                    North         East    Units  Estimated Accuracy
 JW0878;SPC WV S     -   232,700.      705,050.      MT  (+/- 180 meters Scaled)
 JW0878
 JW0878                          SUPERSEDED SURVEY CONTROL
 JW0878
 JW0878  NGVD 29 (??/??/92)  666.446  (m)         2186.50   (f) ADJ UNCH    2 0
 JW0878
 JW0878.Superseded values are not recommended for survey control.
 JW0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0878.See file dsdata.txt to determine how the superseded data were derived.
 JW0878
 JW0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD050274(NAD 83)
 JW0878_MARKER: DB = BENCH MARK DISK
 JW0878_SETTING: 66 = SET IN ROCK OUTCROP
 JW0878_SP_SET: ROCK LEDGE
 JW0878_STAMPING: T 31 1935
 JW0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0878+STABILITY: POSITION/ELEVATION WELL
 JW0878
 JW0878  HISTORY     - Date     Condition        Report By
 JW0878  HISTORY     - 1935     MONUMENTED       CGS
 JW0878  HISTORY     - 1969     MARK NOT FOUND   USGS
 JW0878
 JW0878                          STATION DESCRIPTION
 JW0878
 JW0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0878'2.2 MI NE FROM MONTROSE.
 JW0878'2.2 MILES NORTHEAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0878'STATION AT MONTROSE, RANDOLPH COUNTY, NEAR THE MIDDLE OF A DEEP
 JW0878'ROCKY CUT, 108 FEET NORTHEAST OF A TELEPHONE BOX, 111 FEET
 JW0878'NORTHEAST OF A SWITCH STAND, IN A PROTRUDING ROCK LEDGE, 14 FEET
 JW0878'SOUTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE
 JW0878'TRACK.  A STANDARD DISK, STAMPED T 31 1935.
 JW0878
 JW0878                          STATION RECOVERY (1969)
 JW0878
 JW0878'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JW0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2971 ***********************************************************************
 KY2971  DESIGNATION -  T 312
 KY2971  PID         -  KY2971
 KY2971  STATE/COUNTY-  WV/BROOKE
 KY2971  USGS QUAD   -  TILTONSVILLE (1985)
 KY2971
 KY2971                         *CURRENT SURVEY CONTROL
 KY2971  ___________________________________________________________________
 KY2971* NAD 83(1986)-  40 14 36.     (N)    080 38 50.     (W)     SCALED    
 KY2971* NAVD 88     -       219.429  (meters)     719.91   (feet)  ADJUSTED  
 KY2971  ___________________________________________________________________
 KY2971  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KY2971  DYNAMIC HT  -         219.313 (meters)     719.53  (feet)  COMP
 KY2971  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 KY2971
 KY2971  VERT ORDER  -  FIRST     CLASS II
 KY2971
 KY2971.The horizontal coordinates were scaled from a topographic map and have
 KY2971.an estimated accuracy of +/- 6 seconds.
 KY2971
 KY2971.The orthometric height was determined by differential leveling
 KY2971.and adjusted by the National Geodetic Survey in June 1991..
 KY2971
 KY2971.The geoid height was determined by GEOID03.
 KY2971
 KY2971.The dynamic height is computed by dividing the NAVD 88
 KY2971.geopotential number by the normal gravity value computed on the
 KY2971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2971.degrees latitude (g = 980.6199 gals.).
 KY2971
 KY2971.The modeled gravity was interpolated from observed gravity values.
 KY2971
 KY2971;                    North         East    Units  Estimated Accuracy
 KY2971;SPC WV N     -   194,170.      502,390.      MT  (+/- 180 meters Scaled)
 KY2971
 KY2971                          SUPERSEDED SURVEY CONTROL
 KY2971
 KY2971.No superseded survey control is available for this station.
 KY2971
 KY2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE300548(NAD 83)
 KY2971_MARKER: DB = BENCH MARK DISK
 KY2971_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KY2971_SP_SET: CULVERT HEADWALL
 KY2971_STAMPING: T 312 1983
 KY2971_MARK LOGO: NGS   
 KY2971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2971+STABILITY: SURFACE MOTION
 KY2971
 KY2971  HISTORY     - Date     Condition        Report By
 KY2971  HISTORY     - 1983     MONUMENTED       NGS
 KY2971
 KY2971                          STATION DESCRIPTION
 KY2971
 KY2971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2971'3.8 KM (2.35 MI) SW FROM WELLSBURG.
 KY2971'3.8 KM (2.35 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 KY2971'STATE HIGHWAY 67 IN WELLSBURG TO THE MARK ON THE LEFT, IN TOP OF THE
 KY2971'SOUTHWEST END OF A CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 KY2971'ALSO 2.0 KM (1.25 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE POST
 KY2971'OFFICE IN BEECH BOTTOM, 9.17 METERS (30.1 FT) SOUTHEAST OF THE
 KY2971'CENTERLINE OF THE HIGHWAY.
 KY2971'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 KY2971'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1741 ***********************************************************************
 JX1741  DESIGNATION -  T 314
 JX1741  PID         -  JX1741
 JX1741  STATE/COUNTY-  WV/RITCHIE
 JX1741  USGS QUAD   -  SCHULTZ (1975)
 JX1741
 JX1741                         *CURRENT SURVEY CONTROL
 JX1741  ___________________________________________________________________
 JX1741* NAD 83(1986)-  39 15 05.     (N)    081 14 48.     (W)     SCALED    
 JX1741* NAVD 88     -       259.666  (meters)     851.92   (feet)  ADJUSTED  
 JX1741  ___________________________________________________________________
 JX1741  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JX1741  DYNAMIC HT  -         259.506 (meters)     851.40  (feet)  COMP
 JX1741  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 JX1741
 JX1741  VERT ORDER  -  FIRST     CLASS II
 JX1741
 JX1741.The horizontal coordinates were scaled from a topographic map and have
 JX1741.an estimated accuracy of +/- 6 seconds.
 JX1741
 JX1741.The orthometric height was determined by differential leveling
 JX1741.and adjusted by the National Geodetic Survey in June 1991..
 JX1741
 JX1741.The geoid height was determined by GEOID03.
 JX1741
 JX1741.The dynamic height is computed by dividing the NAVD 88
 JX1741.geopotential number by the normal gravity value computed on the
 JX1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1741.degrees latitude (g = 980.6199 gals.).
 JX1741
 JX1741.The modeled gravity was interpolated from observed gravity values.
 JX1741
 JX1741;                    North         East    Units  Estimated Accuracy
 JX1741;SPC WV N     -    84,880.      449,250.      MT  (+/- 180 meters Scaled)
 JX1741
 JX1741                          SUPERSEDED SURVEY CONTROL
 JX1741
 JX1741.No superseded survey control is available for this station.
 JX1741
 JX1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD787447(NAD 83)
 JX1741_MARKER: DB = BENCH MARK DISK
 JX1741_SETTING: 66 = SET IN ROCK OUTCROP
 JX1741_SP_SET: ROCK OUTCROP
 JX1741_STAMPING: T 314 1983
 JX1741_MARK LOGO: NGS   
 JX1741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1741+STABILITY: POSITION/ELEVATION WELL
 JX1741
 JX1741  HISTORY     - Date     Condition        Report By
 JX1741  HISTORY     - 1983     MONUMENTED       NGS
 JX1741
 JX1741                          STATION DESCRIPTION
 JX1741
 JX1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1741'18.7 KM (11.65 MI) WEST FROM ELLENBORO.
 JX1741'18.7 KM (11.65 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1741'STATE HIGHWAY 16 IN ELLENBORO TO THE MARK ON THE RIGHT, 14.3 METERS
 JX1741'(47.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 JX1741'HIGHWAY.
 JX1741'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 JX1741'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1806 ***********************************************************************
 JX1806  DESIGNATION -  T 315
 JX1806  PID         -  JX1806
 JX1806  STATE/COUNTY-  WV/MARION
 JX1806  USGS QUAD   -  RIVESVILLE (1976)
 JX1806
 JX1806                         *CURRENT SURVEY CONTROL
 JX1806  ___________________________________________________________________
 JX1806* NAD 83(1986)-  39 31 01.     (N)    080 02 52.     (W)     SCALED    
 JX1806* NAVD 88     -       348.745  (meters)    1144.17   (feet)  ADJUSTED  
 JX1806  ___________________________________________________________________
 JX1806  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JX1806  DYNAMIC HT  -         348.531 (meters)    1143.47  (feet)  COMP
 JX1806  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 JX1806
 JX1806  VERT ORDER  -  FIRST     CLASS II
 JX1806
 JX1806.The horizontal coordinates were scaled from a topographic map and have
 JX1806.an estimated accuracy of +/- 6 seconds.
 JX1806
 JX1806.The orthometric height was determined by differential leveling
 JX1806.and adjusted by the National Geodetic Survey in June 1991..
 JX1806
 JX1806.The geoid height was determined by GEOID03.
 JX1806
 JX1806.The dynamic height is computed by dividing the NAVD 88
 JX1806.geopotential number by the normal gravity value computed on the
 JX1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1806.degrees latitude (g = 980.6199 gals.).
 JX1806
 JX1806.The modeled gravity was interpolated from observed gravity values.
 JX1806
 JX1806;                    North         East    Units  Estimated Accuracy
 JX1806;SPC WV N     -   113,040.      552,900.      MT  (+/- 180 meters Scaled)
 JX1806
 JX1806                          SUPERSEDED SURVEY CONTROL
 JX1806
 JX1806.No superseded survey control is available for this station.
 JX1806
 JX1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND818745(NAD 83)
 JX1806_MARKER: I = METAL ROD
 JX1806_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1806_SP_SET: STAINLESS STEEL ROD
 JX1806_STAMPING: T 315 1983
 JX1806_MARK LOGO: NGS   
 JX1806_PROJECTION: FLUSH
 JX1806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1806_ROD/PIPE-DEPTH: 99.9 meters
 JX1806
 JX1806  HISTORY     - Date     Condition        Report By
 JX1806  HISTORY     - 1983     MONUMENTED       NGS
 JX1806
 JX1806                          STATION DESCRIPTION
 JX1806
 JX1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1806'8.6 KM (5.35 MI) NE FROM FAIRMONT.
 JX1806'8.6 KM (5.35 MI) NORTHEAST ALONG INTERSTATE 79 FROM THE NORTHEAST END
 JX1806'OF THE INTERSTATE BRIDGE OVER STATE HIGHWAY 310 IN FAIRMONT TO THE
 JX1806'MARK ON THE RIGHT, AT MILEPOST 142, 9.90 METERS (32.5 FT) SOUTH OF THE
 JX1806'CENTERLINE OF THE NORTHEASTBOUND LANE OF THE HIGHWAY, 0.61 METER
 JX1806'(2.0 FT) SOUTH OF THE MILEPOST.
 JX1806'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 JX1806'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1697 ***********************************************************************
 JX1697  DESIGNATION -  T 316
 JX1697  PID         -  JX1697
 JX1697  STATE/COUNTY-  WV/TYLER
 JX1697  USGS QUAD   -  PADEN CITY (1994)
 JX1697
 JX1697                         *CURRENT SURVEY CONTROL
 JX1697  ___________________________________________________________________
 JX1697* NAD 83(1986)-  39 35 13.     (N)    080 57 42.     (W)     SCALED    
 JX1697* NAVD 88     -       204.217  (meters)     670.00   (feet)  ADJUSTED  
 JX1697  ___________________________________________________________________
 JX1697  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JX1697  DYNAMIC HT  -         204.096 (meters)     669.61  (feet)  COMP
 JX1697  MODELED GRAV-     980,032.0   (mgal)                       NAVD 88
 JX1697
 JX1697  VERT ORDER  -  FIRST     CLASS II
 JX1697
 JX1697.The horizontal coordinates were scaled from a topographic map and have
 JX1697.an estimated accuracy of +/- 6 seconds.
 JX1697
 JX1697.The orthometric height was determined by differential leveling
 JX1697.and adjusted by the National Geodetic Survey in June 1991..
 JX1697
 JX1697.The geoid height was determined by GEOID03.
 JX1697
 JX1697.The dynamic height is computed by dividing the NAVD 88
 JX1697.geopotential number by the normal gravity value computed on the
 JX1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1697.degrees latitude (g = 980.6199 gals.).
 JX1697
 JX1697.The modeled gravity was interpolated from observed gravity values.
 JX1697
 JX1697;                    North         East    Units  Estimated Accuracy
 JX1697;SPC WV N     -   121,690.      474,450.      MT  (+/- 180 meters Scaled)
 JX1697
 JX1697                          SUPERSEDED SURVEY CONTROL
 JX1697
 JX1697.No superseded survey control is available for this station.
 JX1697
 JX1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND032819(NAD 83)
 JX1697_MARKER: DB = BENCH MARK DISK
 JX1697_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1697_SP_SET: HEADWALL
 JX1697_STAMPING: T 316 1983
 JX1697_MARK LOGO: NGS   
 JX1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1697+STABILITY: SURFACE MOTION
 JX1697
 JX1697  HISTORY     - Date     Condition        Report By
 JX1697  HISTORY     - 1983     MONUMENTED       NGS
 JX1697
 JX1697                          STATION DESCRIPTION
 JX1697
 JX1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1697'2.9 KM (1.8 MI) SW FROM PADEN CITY.
 JX1697'2.9 KM (1.8 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 JX1697'PADEN FORK ROAD IN PADEN CITY TO THE MARK ON THE LEFT, IN TOP OF THE
 JX1697'SOUTHWEST END OF A CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 JX1697'ALSO 3.8 KM (2.35 MI) NORTHEAST ALONG STATE HIGHWAY 2 FROM THE POST
 JX1697'OFFICE IN SISTERSVILLE, 5.97 METERS (19.6 FT) SOUTHEAST OF THE
 JX1697'CENTERLINE OF THE HIGHWAY, 1.65 METERS (5.4 FT) SOUTHWEST OF THE
 JX1697'NORTHEAST END OF THE HEADWALL.
 JX1697'THE MARK IS 0.20 METERS  NE FROM A WITNESS POST.
 JX1697'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1119 ***********************************************************************
 JW1119  DESIGNATION -  T 317
 JW1119  PID         -  JW1119
 JW1119  STATE/COUNTY-  WV/PRESTON
 JW1119  USGS QUAD   -  ROWLESBURG (1995)
 JW1119
 JW1119                         *CURRENT SURVEY CONTROL
 JW1119  ___________________________________________________________________
 JW1119* NAD 83(1986)-  39 21 17.     (N)    079 41 28.     (W)     SCALED    
 JW1119* NAVD 88     -       418.016  (meters)    1371.44   (feet)  ADJUSTED  
 JW1119  ___________________________________________________________________
 JW1119  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JW1119  DYNAMIC HT  -         417.748 (meters)    1370.56  (feet)  COMP
 JW1119  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 JW1119
 JW1119  VERT ORDER  -  FIRST     CLASS II
 JW1119
 JW1119.The horizontal coordinates were scaled from a topographic map and have
 JW1119.an estimated accuracy of +/- 6 seconds.
 JW1119
 JW1119.The orthometric height was determined by differential leveling
 JW1119.and adjusted by the National Geodetic Survey in June 1991..
 JW1119
 JW1119.The geoid height was determined by GEOID03.
 JW1119
 JW1119.The dynamic height is computed by dividing the NAVD 88
 JW1119.geopotential number by the normal gravity value computed on the
 JW1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1119.degrees latitude (g = 980.6199 gals.).
 JW1119
 JW1119.The modeled gravity was interpolated from observed gravity values.
 JW1119
 JW1119;                    North         East    Units  Estimated Accuracy
 JW1119;SPC WV N     -    94,910.      583,530.      MT  (+/- 180 meters Scaled)
 JW1119
 JW1119                          SUPERSEDED SURVEY CONTROL
 JW1119
 JW1119.No superseded survey control is available for this station.
 JW1119
 JW1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD127569(NAD 83)
 JW1119_MARKER: DB = BENCH MARK DISK
 JW1119_SETTING: 66 = SET IN ROCK OUTCROP
 JW1119_SP_SET: ROCK OUTCROP
 JW1119_STAMPING: T 317 1983
 JW1119_MARK LOGO: NGS   
 JW1119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1119+STABILITY: POSITION/ELEVATION WELL
 JW1119
 JW1119  HISTORY     - Date     Condition        Report By
 JW1119  HISTORY     - 1983     MONUMENTED       NGS
 JW1119
 JW1119                          STATION DESCRIPTION
 JW1119
 JW1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1119'2.1 KM (1.3 MI) NORTH FROM ROWLESBURG.
 JW1119'2.1 KM (1.3 MI) NORTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1119'ELEMENTARY SCHOOL IN ROWLESBURG TO THE MARK ON THE LEFT, IN TOP OF THE
 JW1119'BASE OF A ROCK OUTCROP, 6.24 METERS (20.5 FT) SOUTHWEST OF THE
 JW1119'CENTERLINE OF THE HIGHWAY, 52.73 METERS (173.0 FT) SOUTHEAST OF THE
 JW1119'CENTER OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, 39.62 METERS
 JW1119'(130.0 FT) NORTHWEST OF THE CENTER OF A 24-INCH PIPE CULVERT UNDER THE
 JW1119'HIGHWAY.
 JW1119'THE MARK IS 0.48 METERS  SE FROM A WITNESS POST.
 JW1119'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1765 ***********************************************************************
 JX1765  DESIGNATION -  T 319
 JX1765  PID         -  JX1765
 JX1765  STATE/COUNTY-  WV/HARRISON
 JX1765  USGS QUAD   -  WOLF SUMMIT (1976)
 JX1765
 JX1765                         *CURRENT SURVEY CONTROL
 JX1765  ___________________________________________________________________
 JX1765* NAD 83(1986)-  39 16 41.     (N)    080 28 08.     (W)     SCALED    
 JX1765* NAVD 88     -       332.657  (meters)    1091.39   (feet)  ADJUSTED  
 JX1765  ___________________________________________________________________
 JX1765  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JX1765  DYNAMIC HT  -         332.448 (meters)    1090.71  (feet)  COMP
 JX1765  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 JX1765
 JX1765  VERT ORDER  -  FIRST     CLASS II
 JX1765
 JX1765.The horizontal coordinates were scaled from a topographic map and have
 JX1765.an estimated accuracy of +/- 6 seconds.
 JX1765
 JX1765.The orthometric height was determined by differential leveling
 JX1765.and adjusted by the National Geodetic Survey in June 1991..
 JX1765
 JX1765.The geoid height was determined by GEOID03.
 JX1765
 JX1765.The dynamic height is computed by dividing the NAVD 88
 JX1765.geopotential number by the normal gravity value computed on the
 JX1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1765.degrees latitude (g = 980.6199 gals.).
 JX1765
 JX1765.The modeled gravity was interpolated from observed gravity values.
 JX1765
 JX1765;                    North         East    Units  Estimated Accuracy
 JX1765;SPC WV N     -    86,830.      516,400.      MT  (+/- 180 meters Scaled)
 JX1765
 JX1765                          SUPERSEDED SURVEY CONTROL
 JX1765
 JX1765.No superseded survey control is available for this station.
 JX1765
 JX1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND458477(NAD 83)
 JX1765_MARKER: I = METAL ROD
 JX1765_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JX1765+WITH SETTING: INFORMATION.
 JX1765_SP_SET: SHALLOW SET METAL ROD
 JX1765_STAMPING: T 319 1983
 JX1765_MARK LOGO: NGS   
 JX1765_PROJECTION: FLUSH
 JX1765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1765_ROD/PIPE-DEPTH: 1.8  meters
 JX1765
 JX1765  HISTORY     - Date     Condition        Report By
 JX1765  HISTORY     - 1983     MONUMENTED       NGS
 JX1765
 JX1765                          STATION DESCRIPTION
 JX1765
 JX1765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1765'9.3 KM (5.8 MI) EAST FROM SALEM.
 JX1765'9.3 KM (5.8 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1765'HIGHWAY 23 AT THE NORTH EDGE OF SALEM TO THE MARK ON THE LEFT, IN THE
 JX1765'NORTHWEST CORNER OF THE INTERSECTION OF SYCAMORE ROAD, 22.8 METERS
 JX1765'(75.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 JX1765'HIGHWAY, 27.1 METERS (89.0 FT) WEST OF THE CENTERLINE OF SYCAMORE
 JX1765'ROAD, 0.60 METER (2.0 FT) WEST OF THE EAST END OF A FENCE, 0.45 METER
 JX1765'(1.5 FT) SOUTH OF A FENCE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE
 JX1765'THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 1.8 METERS.
 JX1765'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4094 ***********************************************************************
 JV4094  DESIGNATION -  T 320
 JV4094  PID         -  JV4094
 JV4094  STATE/COUNTY-  WV/JEFFERSON
 JV4094  USGS QUAD   -  CHARLES TOWN (1988)
 JV4094
 JV4094                         *CURRENT SURVEY CONTROL
 JV4094  ___________________________________________________________________
 JV4094* NAD 83(1986)-  39 17 40.     (N)    077 50 39.     (W)     SCALED    
 JV4094* NAVD 88     -       159.495  (meters)     523.28   (feet)  ADJUSTED  
 JV4094  ___________________________________________________________________
 JV4094  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JV4094  DYNAMIC HT  -         159.400 (meters)     522.96  (feet)  COMP
 JV4094  MODELED GRAV-     980,030.2   (mgal)                       NAVD 88
 JV4094
 JV4094  VERT ORDER  -  FIRST     CLASS II
 JV4094
 JV4094.The horizontal coordinates were scaled from a topographic map and have
 JV4094.an estimated accuracy of +/- 6 seconds.
 JV4094
 JV4094.The orthometric height was determined by differential leveling
 JV4094.and adjusted by the National Geodetic Survey in June 1991..
 JV4094
 JV4094.The geoid height was determined by GEOID03.
 JV4094
 JV4094.The dynamic height is computed by dividing the NAVD 88
 JV4094.geopotential number by the normal gravity value computed on the
 JV4094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4094.degrees latitude (g = 980.6199 gals.).
 JV4094
 JV4094.The modeled gravity was interpolated from observed gravity values.
 JV4094
 JV4094;                    North         East    Units  Estimated Accuracy
 JV4094;SPC WV N     -    89,510.      742,830.      MT  (+/- 180 meters Scaled)
 JV4094
 JV4094                          SUPERSEDED SURVEY CONTROL
 JV4094
 JV4094.No superseded survey control is available for this station.
 JV4094
 JV4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ547533(NAD 83)
 JV4094_MARKER: I = METAL ROD
 JV4094_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV4094_SP_SET: STAINLESS STEEL ROD
 JV4094_STAMPING: T 320 1983
 JV4094_MARK LOGO: NGS   
 JV4094_PROJECTION: FLUSH
 JV4094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV4094_ROD/PIPE-DEPTH: 6.7  meters
 JV4094
 JV4094  HISTORY     - Date     Condition        Report By
 JV4094  HISTORY     - 1983     MONUMENTED       NGS
 JV4094  HISTORY     - 1983     GOOD             NGS
 JV4094
 JV4094                          STATION DESCRIPTION
 JV4094
 JV4094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4094'1.6 KM (1.0 MI) NE FROM CHARLES TOWN.
 JV4094'1.6 KM (1.0 MI) NORTHEAST ALONG U.S. HIGHWAY 340 FROM THE JUNCTION OF
 JV4094'STATE HIGHWAY 9 IN CHARLES TOWN TO THE MARK ON THE LEFT, AT THE
 JV4094'NORTHEAST CORNER OF THE CHARLES TOWN TURF CLUB, 24.2 METERS (79.5 FT)
 JV4094'NORTH OF THE CENTERLINE OF THE HIGHWAY, 29.8 METERS (98.0 FT) WEST OF
 JV4094'THE CENTERLINE OF A SIDE ROAD NORTH, 11.5 METERS (38.0 FT) WEST OF A
 JV4094'FENCE CORNER, 0.15 METER (0.5 FT) SOUTH OF THE FENCE.
 JV4094'THE MARK IS 0.60 M ABOVE HIGHWAY.
 JV4094
 JV4094                          STATION RECOVERY (1983)
 JV4094
 JV4094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JV4094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1095 ***********************************************************************
 JW1095  DESIGNATION -  T 322
 JW1095  PID         -  JW1095
 JW1095  STATE/COUNTY-  WV/BARBOUR
 JW1095  USGS QUAD   -  BELINGTON (1976)
 JW1095
 JW1095                         *CURRENT SURVEY CONTROL
 JW1095  ___________________________________________________________________
 JW1095* NAD 83(1986)-  39 03 13.     (N)    079 57 45.     (W)     SCALED    
 JW1095* NAVD 88     -       552.099  (meters)    1811.34   (feet)  ADJUSTED  
 JW1095  ___________________________________________________________________
 JW1095  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JW1095  DYNAMIC HT  -         551.721 (meters)    1810.10  (feet)  COMP
 JW1095  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 JW1095
 JW1095  VERT ORDER  -  FIRST     CLASS II
 JW1095
 JW1095.The horizontal coordinates were scaled from a topographic map and have
 JW1095.an estimated accuracy of +/- 6 seconds.
 JW1095
 JW1095.The orthometric height was determined by differential leveling
 JW1095.and adjusted by the National Geodetic Survey in June 1991..
 JW1095
 JW1095.The geoid height was determined by GEOID03.
 JW1095
 JW1095.The dynamic height is computed by dividing the NAVD 88
 JW1095.geopotential number by the normal gravity value computed on the
 JW1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1095.degrees latitude (g = 980.6199 gals.).
 JW1095
 JW1095.The modeled gravity was interpolated from observed gravity values.
 JW1095
 JW1095;                    North         East    Units  Estimated Accuracy
 JW1095;SPC WV N     -    61,560.      559,970.      MT  (+/- 180 meters Scaled)
 JW1095
 JW1095                          SUPERSEDED SURVEY CONTROL
 JW1095
 JW1095.No superseded survey control is available for this station.
 JW1095
 JW1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND897232(NAD 83)
 JW1095_MARKER: DB = BENCH MARK DISK
 JW1095_SETTING: 66 = SET IN ROCK OUTCROP
 JW1095_SP_SET: ROCK OUTCROP
 JW1095_STAMPING: T 322 1983
 JW1095_MARK LOGO: NGS   
 JW1095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1095+STABILITY: POSITION/ELEVATION WELL
 JW1095
 JW1095  HISTORY     - Date     Condition        Report By
 JW1095  HISTORY     - 1983     MONUMENTED       NGS
 JW1095
 JW1095                          STATION DESCRIPTION
 JW1095
 JW1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1095'4.7 KM (2.9 MI) NORTH FROM BELINGTON.
 JW1095'4.7 KM (2.9 MI) NORTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JW1095'BELINGTON TO THE MARK ON THE RIGHT, SET IN TOP OF A LOWER LEDGE NEAR
 JW1095'THE NORTH END OF A 3.05-METER (10.0-FT) HIGH SHEAR ROCK CUT,
 JW1095'9.14 METERS (30.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 JW1095'1.22 METERS (4.0 FT) WEST OF THE FACE OF THE ROCK CUT.
 JW1095'THE MARK IS 0.36 METERS  S FROM A WITNESS POST.
 JW1095'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2807 ***********************************************************************
 HX2807  DESIGNATION -  T 323
 HX2807  PID         -  HX2807
 HX2807  STATE/COUNTY-  WV/GREENBRIER
 HX2807  USGS QUAD   -  DROOP (1995)
 HX2807
 HX2807                         *CURRENT SURVEY CONTROL
 HX2807  ___________________________________________________________________
 HX2807* NAD 83(1986)-  38 03 14.     (N)    080 18 22.     (W)     SCALED    
 HX2807* NAVD 88     -       760.617  (meters)    2495.46   (feet)  ADJUSTED  
 HX2807  ___________________________________________________________________
 HX2807  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX2807  DYNAMIC HT  -         759.983 (meters)    2493.38  (feet)  COMP
 HX2807  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 HX2807
 HX2807  VERT ORDER  -  FIRST     CLASS II
 HX2807
 HX2807.The horizontal coordinates were scaled from a topographic map and have
 HX2807.an estimated accuracy of +/- 6 seconds.
 HX2807
 HX2807.The orthometric height was determined by differential leveling
 HX2807.and adjusted by the National Geodetic Survey in June 1991..
 HX2807
 HX2807.The geoid height was determined by GEOID03.
 HX2807
 HX2807.The dynamic height is computed by dividing the NAVD 88
 HX2807.geopotential number by the normal gravity value computed on the
 HX2807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2807.degrees latitude (g = 980.6199 gals.).
 HX2807
 HX2807.The modeled gravity was interpolated from observed gravity values.
 HX2807
 HX2807;                    North         East    Units  Estimated Accuracy
 HX2807;SPC WV S     -   117,200.      660,900.      MT  (+/- 180 meters Scaled)
 HX2807
 HX2807                          SUPERSEDED SURVEY CONTROL
 HX2807
 HX2807.No superseded survey control is available for this station.
 HX2807
 HX2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC608120(NAD 83)
 HX2807_MARKER: DB = BENCH MARK DISK
 HX2807_SETTING: 66 = SET IN ROCK OUTCROP
 HX2807_SP_SET: ROCK OUTCROP
 HX2807_STAMPING: T 323 1983
 HX2807_MARK LOGO: NGS   
 HX2807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2807+STABILITY: POSITION/ELEVATION WELL
 HX2807
 HX2807  HISTORY     - Date     Condition        Report By
 HX2807  HISTORY     - 1983     MONUMENTED       NGS
 HX2807
 HX2807                          STATION DESCRIPTION
 HX2807
 HX2807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2807'3.6 KM (2.25 MI) SOUTH FROM DROOP.
 HX2807'3.6 KM (2.25 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 HX2807'DROOP TO THE MARK ON THE RIGHT, SET VERTICALLY IN THE THIRD BIG ROCK
 HX2807'FROM THE WEST END OF A LARGE ROCK LEDGE, 7.62 METERS (25.0 FT) NORTH
 HX2807'OF THE CENTERLINE OF THE HIGHWAY, 8.84 METERS (29.0 FT) EAST OF THE
 HX2807'WEST END OF THE LEDGE.
 HX2807'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2798 ***********************************************************************
 HX2798  DESIGNATION -  T 324
 HX2798  PID         -  HX2798
 HX2798  STATE/COUNTY-  WV/POCAHONTAS
 HX2798  USGS QUAD   -  HILLSBORO (1995)
 HX2798
 HX2798                         *CURRENT SURVEY CONTROL
 HX2798  ___________________________________________________________________
 HX2798* NAD 83(1986)-  38 10 51.     (N)    080 08 16.     (W)     SCALED    
 HX2798* NAVD 88     -       717.461  (meters)    2353.87   (feet)  ADJUSTED  
 HX2798  ___________________________________________________________________
 HX2798  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX2798  DYNAMIC HT  -         716.880 (meters)    2351.96  (feet)  COMP
 HX2798  MODELED GRAV-     979,796.5   (mgal)                       NAVD 88
 HX2798
 HX2798  VERT ORDER  -  FIRST     CLASS II
 HX2798
 HX2798.The horizontal coordinates were scaled from a topographic map and have
 HX2798.an estimated accuracy of +/- 6 seconds.
 HX2798
 HX2798.The orthometric height was determined by differential leveling
 HX2798.and adjusted by the National Geodetic Survey in June 1991..
 HX2798
 HX2798.The geoid height was determined by GEOID03.
 HX2798
 HX2798.The dynamic height is computed by dividing the NAVD 88
 HX2798.geopotential number by the normal gravity value computed on the
 HX2798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2798.degrees latitude (g = 980.6199 gals.).
 HX2798
 HX2798.The modeled gravity was interpolated from observed gravity values.
 HX2798
 HX2798;                    North         East    Units  Estimated Accuracy
 HX2798;SPC WV S     -   131,410.      675,540.      MT  (+/- 180 meters Scaled)
 HX2798
 HX2798                          SUPERSEDED SURVEY CONTROL
 HX2798
 HX2798.No superseded survey control is available for this station.
 HX2798
 HX2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC755262(NAD 83)
 HX2798_MARKER: DB = BENCH MARK DISK
 HX2798_SETTING: 66 = SET IN ROCK OUTCROP
 HX2798_SP_SET: ROCK OUTCROP
 HX2798_STAMPING: T 324 1983
 HX2798_MARK LOGO: NGS   
 HX2798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2798+STABILITY: POSITION/ELEVATION WELL
 HX2798
 HX2798  HISTORY     - Date     Condition        Report By
 HX2798  HISTORY     - 1983     MONUMENTED       NGS
 HX2798
 HX2798                          STATION DESCRIPTION
 HX2798
 HX2798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2798'7.8 KM (4.85 MI) SOUTH FROM MARLINTON.
 HX2798'7.8 KM (4.85 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 HX2798'STATE HIGHWAY 39 IN MARLINTON TO THE MARK ON THE RIGHT, SET VERTICALLY
 HX2798'IN THE FACE OF A LARGE FLAT ROCK OF A LARGE ROCK CUT, 6.40 METERS
 HX2798'(21.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 45.72 METERS
 HX2798'(150.0 FT) WEST OF A GRAVEL DRIVE LEADING NORTHWEST.
 HX2798'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3197 ***********************************************************************
 GX3197  DESIGNATION -  T 325
 GX3197  PID         -  GX3197
 GX3197  STATE/COUNTY-  WV/GREENBRIER
 GX3197  USGS QUAD   -  FORT SPRING (1971)
 GX3197
 GX3197                         *CURRENT SURVEY CONTROL
 GX3197  ___________________________________________________________________
 GX3197* NAD 83(1986)-  37 44 43.     (N)    080 30 51.     (W)     SCALED    
 GX3197* NAVD 88     -       613.898  (meters)    2014.10   (feet)  ADJUSTED  
 GX3197  ___________________________________________________________________
 GX3197  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX3197  DYNAMIC HT  -         613.396 (meters)    2012.45  (feet)  COMP
 GX3197  MODELED GRAV-     979,792.1   (mgal)                       NAVD 88
 GX3197
 GX3197  VERT ORDER  -  FIRST     CLASS II
 GX3197
 GX3197.The horizontal coordinates were scaled from a topographic map and have
 GX3197.an estimated accuracy of +/- 6 seconds.
 GX3197
 GX3197.The orthometric height was determined by differential leveling
 GX3197.and adjusted by the National Geodetic Survey in June 1991..
 GX3197
 GX3197.The geoid height was determined by GEOID03.
 GX3197
 GX3197.The dynamic height is computed by dividing the NAVD 88
 GX3197.geopotential number by the normal gravity value computed on the
 GX3197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3197.degrees latitude (g = 980.6199 gals.).
 GX3197
 GX3197.The modeled gravity was interpolated from observed gravity values.
 GX3197
 GX3197;                    North         East    Units  Estimated Accuracy
 GX3197;SPC WV S     -    82,830.      642,820.      MT  (+/- 180 meters Scaled)
 GX3197
 GX3197                          SUPERSEDED SURVEY CONTROL
 GX3197
 GX3197.No superseded survey control is available for this station.
 GX3197
 GX3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB428776(NAD 83)
 GX3197_MARKER: DB = BENCH MARK DISK
 GX3197_SETTING: 66 = SET IN ROCK OUTCROP
 GX3197_SP_SET: ROCK OUTCROP
 GX3197_STAMPING: T 325 1984
 GX3197_MARK LOGO: NGS   
 GX3197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3197+STABILITY: POSITION/ELEVATION WELL
 GX3197
 GX3197  HISTORY     - Date     Condition        Report By
 GX3197  HISTORY     - 1984     MONUMENTED       NGS
 GX3197
 GX3197                          STATION DESCRIPTION
 GX3197
 GX3197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3197'5.9 KM (3.65 MI) WEST FROM RONCEVERTE.
 GX3197'0.5 KM (0.3 MI) WEST ALONG U.S. HIGHWAY 219 FROM THE CITY HALL IN
 GX3197'RONCEVERTE, THENCE 5.4 KM (3.35 MI) WEST ALONG STATE HIGHWAY 63 TO THE
 GX3197'MARK ON THE RIGHT, IN TOP OF A SMALL ROCK CUT, 5.79 METERS (19.0 FT)
 GX3197'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.96 METERS (13.0 FT)
 GX3197'SOUTH OF A TALL TWIN TRUNKED CEDAR TREE.
 GX3197'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1228 ***********************************************************************
 JW1228  DESIGNATION -  T 326
 JW1228  PID         -  JW1228
 JW1228  STATE/COUNTY-  WV/BERKELEY
 JW1228  USGS QUAD   -  BIG POOL (1998)
 JW1228
 JW1228                         *CURRENT SURVEY CONTROL
 JW1228  ___________________________________________________________________
 JW1228* NAD 83(1986)-  39 33 19.     (N)    078 00 26.     (W)     SCALED    
 JW1228* NAVD 88     -       146.361  (meters)     480.19   (feet)  ADJUSTED  
 JW1228  ___________________________________________________________________
 JW1228  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JW1228  DYNAMIC HT  -         146.274 (meters)     479.90  (feet)  COMP
 JW1228  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 JW1228
 JW1228  VERT ORDER  -  FIRST     CLASS II
 JW1228
 JW1228.The horizontal coordinates were scaled from a topographic map and have
 JW1228.an estimated accuracy of +/- 6 seconds.
 JW1228
 JW1228.The orthometric height was determined by differential leveling
 JW1228.and adjusted by the National Geodetic Survey in June 1991..
 JW1228
 JW1228.The geoid height was determined by GEOID03.
 JW1228
 JW1228.The dynamic height is computed by dividing the NAVD 88
 JW1228.geopotential number by the normal gravity value computed on the
 JW1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1228.degrees latitude (g = 980.6199 gals.).
 JW1228
 JW1228.The modeled gravity was interpolated from observed gravity values.
 JW1228
 JW1228;                    North         East    Units  Estimated Accuracy
 JW1228;SPC WV N     -   118,220.      728,280.      MT  (+/- 180 meters Scaled)
 JW1228
 JW1228                          SUPERSEDED SURVEY CONTROL
 JW1228
 JW1228.No superseded survey control is available for this station.
 JW1228
 JW1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD571826(NAD 83)
 JW1228_MARKER: DB = BENCH MARK DISK
 JW1228_SETTING: 66 = SET IN ROCK OUTCROP
 JW1228_SP_SET: ROCK OUTCROP
 JW1228_STAMPING: T 326 1983
 JW1228_MARK LOGO: NGS   
 JW1228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1228+STABILITY: POSITION/ELEVATION WELL
 JW1228
 JW1228  HISTORY     - Date     Condition        Report By
 JW1228  HISTORY     - 1983     MONUMENTED       NGS
 JW1228
 JW1228                          STATION DESCRIPTION
 JW1228
 JW1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1228'1.4 KM (0.9 MI) WNW FROM HEDGESVILLE.
 JW1228'1.4 KM (0.9 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 9 FROM THE POST
 JW1228'OFFICE IN HEDGESVILLE TO THE MARK ON THE LEFT, IN BEDROCK, ON THE
 JW1228'SOUTH SIDE OF A SMALL CREEK, 15.54 METERS (51.0 FT) SOUTH OF THE
 JW1228'CENTERLINE OF THE HIGHWAY, 7.31 METERS (24.0 FT) SOUTH OF POWER POLE
 JW1228'62-1/2, 5.80 METERS (19.0 FT) WEST OF THE CENTER OF A PRIVATE ROAD
 JW1228'LEADING SOUTH, 2.74 METERS (9.0 FT) WEST-SOUTHWEST OF THE CENTER OF A
 JW1228'91-CM (36-INCH) CONCRETE PIPE CULVERT UNDER THE PRIVATE ROAD.
 JW1228'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 JW1228'THE MARK IS 2.7 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3242 ***********************************************************************
 GX3242  DESIGNATION -  T 328
 GX3242  PID         -  GX3242
 GX3242  STATE/COUNTY-  WV/MERCER
 GX3242  USGS QUAD   -  PRINCETON (1976)
 GX3242
 GX3242                         *CURRENT SURVEY CONTROL
 GX3242  ___________________________________________________________________
 GX3242* NAD 83(1986)-  37 19 08.     (N)    081 00 39.     (W)     SCALED    
 GX3242* NAVD 88     -       555.138  (meters)    1821.32   (feet)  ADJUSTED  
 GX3242  ___________________________________________________________________
 GX3242  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX3242  DYNAMIC HT  -         554.642 (meters)    1819.69  (feet)  COMP
 GX3242  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 GX3242
 GX3242  VERT ORDER  -  FIRST     CLASS II
 GX3242
 GX3242.The horizontal coordinates were scaled from a topographic map and have
 GX3242.an estimated accuracy of +/- 6 seconds.
 GX3242
 GX3242.The orthometric height was determined by differential leveling
 GX3242.and adjusted by the National Geodetic Survey in June 1991..
 GX3242
 GX3242.The geoid height was determined by GEOID03.
 GX3242
 GX3242.The dynamic height is computed by dividing the NAVD 88
 GX3242.geopotential number by the normal gravity value computed on the
 GX3242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3242.degrees latitude (g = 980.6199 gals.).
 GX3242
 GX3242.The modeled gravity was interpolated from observed gravity values.
 GX3242
 GX3242;                    North         East    Units  Estimated Accuracy
 GX3242;SPC WV S     -    35,390.      599,040.      MT  (+/- 180 meters Scaled)
 GX3242
 GX3242                          SUPERSEDED SURVEY CONTROL
 GX3242
 GX3242.No superseded survey control is available for this station.
 GX3242
 GX3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB990302(NAD 83)
 GX3242_MARKER: DB = BENCH MARK DISK
 GX3242_SETTING: 66 = SET IN ROCK OUTCROP
 GX3242_SP_SET: ROCK OUTCROP
 GX3242_STAMPING: T 328 1984
 GX3242_MARK LOGO: NGS   
 GX3242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3242+STABILITY: POSITION/ELEVATION WELL
 GX3242
 GX3242  HISTORY     - Date     Condition        Report By
 GX3242  HISTORY     - 1984     MONUMENTED       NGS
 GX3242
 GX3242                          STATION DESCRIPTION
 GX3242
 GX3242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3242'5.4 KM (3.35 MI) WEST FROM OAKVALE.
 GX3242'5.4 KM (3.35 MI) WEST ALONG STATE HIGHWAY 112 FROM THE POST OFFICE IN
 GX3242'OAKVALE TO THE MARK ON THE RIGHT, IN TOP OF A ROCK OUTCROP, NEXT TO A
 GX3242'WET WEATHER SPRING, 6.86 METERS (22.5 FT) NORTH OF THE CENTERLINE OF
 GX3242'THE HIGHWAY, 27.43 METERS (90.0 FT) WEST OF THE CENTER OF A GRAVEL
 GX3242'ROAD LEADING NORTH, 0.40 METER (1.3 FT) NORTH OF THE SOUTH EDGE OF THE
 GX3242'ROCK.
 GX3242'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 GX3242'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0165 ***********************************************************************
 JX0165  DESIGNATION -  T 33
 JX0165  PID         -  JX0165
 JX0165  STATE/COUNTY-  WV/TAYLOR
 JX0165  USGS QUAD   -  GRAFTON (1976)
 JX0165
 JX0165                         *CURRENT SURVEY CONTROL
 JX0165  ___________________________________________________________________
 JX0165* NAD 83(1986)-  39 20 55.     (N)    080 02 20.     (W)     SCALED    
 JX0165* NAVD 88     -       301.998  (meters)     990.81   (feet)  ADJUSTED  
 JX0165  ___________________________________________________________________
 JX0165  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JX0165  DYNAMIC HT  -         301.810 (meters)     990.19  (feet)  COMP
 JX0165  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 JX0165
 JX0165  VERT ORDER  -  FIRST     CLASS II
 JX0165
 JX0165.The horizontal coordinates were scaled from a topographic map and have
 JX0165.an estimated accuracy of +/- 6 seconds.
 JX0165
 JX0165.The orthometric height was determined by differential leveling
 JX0165.and adjusted by the National Geodetic Survey in June 1991..
 JX0165
 JX0165.The geoid height was determined by GEOID03.
 JX0165
 JX0165.The dynamic height is computed by dividing the NAVD 88
 JX0165.geopotential number by the normal gravity value computed on the
 JX0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0165.degrees latitude (g = 980.6199 gals.).
 JX0165
 JX0165.The modeled gravity was interpolated from observed gravity values.
 JX0165
 JX0165;                    North         East    Units  Estimated Accuracy
 JX0165;SPC WV N     -    94,350.      553,550.      MT  (+/- 180 meters Scaled)
 JX0165
 JX0165                          SUPERSEDED SURVEY CONTROL
 JX0165
 JX0165  NGVD 29 (??/??/92)  302.192  (m)          991.44   (f) ADJ UNCH    1 2
 JX0165
 JX0165.Superseded values are not recommended for survey control.
 JX0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0165.See file dsdata.txt to determine how the superseded data were derived.
 JX0165
 JX0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND828559(NAD 83)
 JX0165_MARKER: DB = BENCH MARK DISK
 JX0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0165_STAMPING: T 33 1935
 JX0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0165+STABILITY: SURFACE MOTION
 JX0165
 JX0165  HISTORY     - Date     Condition        Report By
 JX0165  HISTORY     - 1935     MONUMENTED       CGS
 JX0165  HISTORY     - 1943     GOOD             NGS
 JX0165  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0165
 JX0165                          STATION DESCRIPTION
 JX0165
 JX0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0165'1.8 MI NW FROM GRAFTON.
 JX0165'1.8 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0165'THE STATION AT GRAFTON, TAYLOR COUNTY, 192 FEET NORTH OF SEMIPHORE
 JX0165'281-41 AND 30 FEET EAST OF THE CENTERLINE OF A ROAD (OLD U.S.
 JX0165'HIGHWAY 50), 21 FEET WEST OF AND ABOUT THE SAME ELEVATION AS
 JX0165'THE CENTERLINE OF THE WEST TRACK, AND 2.0 FEET EAST OF A LARGE
 JX0165'GRANITE MONUMENT.  A DISK SET IN CONCRETE POST.
 JX0165
 JX0165                          STATION RECOVERY (1983)
 JX0165
 JX0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0165'NOT RECOVERED, THE MONUMENT HAS BEEN MOVED TO A SMALL PARK AND THE
 JX0165'DESCRIPTION IS NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2826 ***********************************************************************
 HX2826  DESIGNATION -  T 330
 HX2826  PID         -  HX2826
 HX2826  STATE/COUNTY-  WV/JACKSON
 HX2826  USGS QUAD   -  RAVENSWOOD (1994)
 HX2826
 HX2826                         *CURRENT SURVEY CONTROL
 HX2826  ___________________________________________________________________
 HX2826* NAD 83(1986)-  38 55 22.     (N)    081 47 23.     (W)     SCALED    
 HX2826* NAVD 88     -       178.952  (meters)     587.11   (feet)  ADJUSTED  
 HX2826  ___________________________________________________________________
 HX2826  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 HX2826  DYNAMIC HT  -         178.837 (meters)     586.73  (feet)  COMP
 HX2826  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 HX2826
 HX2826  VERT ORDER  -  FIRST     CLASS II
 HX2826
 HX2826.The horizontal coordinates were scaled from a topographic map and have
 HX2826.an estimated accuracy of +/- 6 seconds.
 HX2826
 HX2826.The orthometric height was determined by differential leveling
 HX2826.and adjusted by the National Geodetic Survey in June 1991..
 HX2826
 HX2826.The geoid height was determined by GEOID03.
 HX2826
 HX2826.The dynamic height is computed by dividing the NAVD 88
 HX2826.geopotential number by the normal gravity value computed on the
 HX2826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2826.degrees latitude (g = 980.6199 gals.).
 HX2826
 HX2826.The modeled gravity was interpolated from observed gravity values.
 HX2826
 HX2826;                    North         East    Units  Estimated Accuracy
 HX2826;SPC WV S     -   213,710.      531,520.      MT  (+/- 180 meters Scaled)
 HX2826
 HX2826                          SUPERSEDED SURVEY CONTROL
 HX2826
 HX2826.No superseded survey control is available for this station.
 HX2826
 HX2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD315085(NAD 83)
 HX2826_MARKER: DB = BENCH MARK DISK
 HX2826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2826_SP_SET: MASSIVE CONCRETE BASE
 HX2826_STAMPING: T 330 1984
 HX2826_MARK LOGO: NGS   
 HX2826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2826
 HX2826  HISTORY     - Date     Condition        Report By
 HX2826  HISTORY     - 1984     MONUMENTED       NGS
 HX2826
 HX2826                          STATION DESCRIPTION
 HX2826
 HX2826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2826'4.7 KM (2.9 MI) SSW FROM RAVENSWOOD.
 HX2826'4.7 KM (2.9 MI) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE
 HX2826'JUNCTION OF STATE HIGHWAY 68 IN RAVENSWOOD TO THE MARK ON THE RIGHT,
 HX2826'ALSO 5.8 KM (3.6 MI) NORTHEAST ALONG HIGHWAY 2 FROM THE POST OFFICE IN
 HX2826'MILLWOOD, AT THE WESTERLY FORK OF KAISER ROAD, IN TOP OF AND CENTERED
 HX2826'IN THE SOUTH END OF THE 1.2 BY 11.0 METER (4 BY 36 FT) CONCRETE BASE
 HX2826'OF THE KAISER ALUMINUM CORPORATION SIGN, 69.50 METERS (76.0 FT) NORTH
 HX2826'OF THE CENTERLINE OF THE HIGHWAY, 14.02 METERS (46.0 FT) WEST OF THE
 HX2826'CENTERLINE OF THE WESTERLY FORK OF KAISER ROAD, 0.61 METER (2.0 FT)
 HX2826'NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE SIGN.
 HX2826'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2190 ***********************************************************************
 HY2190  DESIGNATION -  T 331
 HY2190  PID         -  HY2190
 HY2190  STATE/COUNTY-  WV/MASON
 HY2190  USGS QUAD   -  APPLE GROVE (1987)
 HY2190
 HY2190                         *CURRENT SURVEY CONTROL
 HY2190  ___________________________________________________________________
 HY2190* NAD 83(1986)-  38 42 27.     (N)    082 10 29.     (W)     SCALED    
 HY2190* NAVD 88     -       171.950  (meters)     564.14   (feet)  ADJUSTED  
 HY2190  ___________________________________________________________________
 HY2190  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HY2190  DYNAMIC HT  -         171.839 (meters)     563.78  (feet)  COMP
 HY2190  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 HY2190
 HY2190  VERT ORDER  -  FIRST     CLASS II
 HY2190
 HY2190.The horizontal coordinates were scaled from a topographic map and have
 HY2190.an estimated accuracy of +/- 6 seconds.
 HY2190
 HY2190.The orthometric height was determined by differential leveling
 HY2190.and adjusted by the National Geodetic Survey in June 1991..
 HY2190
 HY2190.The geoid height was determined by GEOID03.
 HY2190
 HY2190.The dynamic height is computed by dividing the NAVD 88
 HY2190.geopotential number by the normal gravity value computed on the
 HY2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2190.degrees latitude (g = 980.6199 gals.).
 HY2190
 HY2190.The modeled gravity was interpolated from observed gravity values.
 HY2190
 HY2190;                    North         East    Units  Estimated Accuracy
 HY2190;SPC WV S     -   190,170.      497,830.      MT  (+/- 180 meters Scaled)
 HY2190
 HY2190                          SUPERSEDED SURVEY CONTROL
 HY2190
 HY2190.No superseded survey control is available for this station.
 HY2190
 HY2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC978849(NAD 83)
 HY2190_MARKER: DB = BENCH MARK DISK
 HY2190_SETTING: 66 = SET IN ROCK OUTCROP
 HY2190_SP_SET: ROCK OUTCROP
 HY2190_STAMPING: T 331 1984
 HY2190_MARK LOGO: NGS   
 HY2190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2190+STABILITY: POSITION/ELEVATION WELL
 HY2190
 HY2190  HISTORY     - Date     Condition        Report By
 HY2190  HISTORY     - 1984     MONUMENTED       NGS
 HY2190
 HY2190                          STATION DESCRIPTION
 HY2190
 HY2190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2190'6.8 KM (4.2 MI) NORTH FROM APPLE GROVE.
 HY2190'6.5 KM (4.05 MI) NORTH ALONG STATE HIGHWAY 2 FROM THE POST OFFICE IN
 HY2190'APPLE GROVE, THENCE 0.2 KM (0.15 MI) EAST ALONG MUD RUN ROAD TO THE
 HY2190'MARK ON THE LEFT, IN TOP OF ROCK OUTCROP AT THE BASE OF A HILL WITH
 HY2190'LARGE OUTCROP AT THE TOP, 32.00 METERS (105.0 FT) NORTH OF THE CENTER
 HY2190'OF THE ROAD, 26.51 METERS (87.0 FT) EAST OF THE CENTER OF A DRIVE
 HY2190'LEADING NORTH TO HOUSE NUMBER 110, 21.33 METERS (70.0 FT)
 HY2190'EAST-SOUTHEAST OF A 24-INCH MAPLE TREE.
 HY2190'THE MARK IS 0.25 METERS  W FROM A WITNESS POST.
 HY2190'THE MARK IS 1.0 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1774 ***********************************************************************
 JW1774  DESIGNATION -  T 334
 JW1774  PID         -  JW1774
 JW1774  STATE/COUNTY-  WV/PRESTON
 JW1774  USGS QUAD   -  BRUCETON MILLS (1976)
 JW1774
 JW1774                         *CURRENT SURVEY CONTROL
 JW1774  ___________________________________________________________________
 JW1774* NAD 83(1986)-  39 39 18.     (N)    079 44 55.     (W)     SCALED    
 JW1774* NAVD 88     -       592.788  (meters)    1944.84   (feet)  ADJUSTED  
 JW1774  ___________________________________________________________________
 JW1774  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JW1774  DYNAMIC HT  -         592.413 (meters)    1943.61  (feet)  COMP
 JW1774  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 JW1774
 JW1774  VERT ORDER  -  FIRST     CLASS II
 JW1774
 JW1774.The horizontal coordinates were scaled from a topographic map and have
 JW1774.an estimated accuracy of +/- 6 seconds.
 JW1774
 JW1774.The orthometric height was determined by differential leveling
 JW1774.and adjusted by the National Geodetic Survey in April 1995..
 JW1774
 JW1774.The geoid height was determined by GEOID03.
 JW1774
 JW1774.The dynamic height is computed by dividing the NAVD 88
 JW1774.geopotential number by the normal gravity value computed on the
 JW1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1774.degrees latitude (g = 980.6199 gals.).
 JW1774
 JW1774.The modeled gravity was interpolated from observed gravity values.
 JW1774
 JW1774;                    North         East    Units  Estimated Accuracy
 JW1774;SPC WV N     -   128,260.      578,670.      MT  (+/- 180 meters Scaled)
 JW1774
 JW1774                          SUPERSEDED SURVEY CONTROL
 JW1774
 JW1774.No superseded survey control is available for this station.
 JW1774
 JW1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD073902(NAD 83)
 JW1774_MARKER: DV = VERTICAL CONTROL DISK
 JW1774_SETTING: 66 = SET IN ROCK OUTCROP
 JW1774_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1774_STAMPING: T 334 1993
 JW1774_MARK LOGO: NGS   
 JW1774_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1774+STABILITY: POSITION/ELEVATION WELL
 JW1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1774+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1774
 JW1774  HISTORY     - Date     Condition        Report By
 JW1774  HISTORY     - 1993     MONUMENTED       NGS
 JW1774
 JW1774                          STATION DESCRIPTION
 JW1774
 JW1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1774'15.1 KM (9.40 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1774'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), NEAR THE CENTER
 JW1774'OF A 3 BY 10-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 98.5 M
 JW1774'(323.2 FT) EAST OF THE EAST END OF A GUARDRAIL, 12.1 M (39.7 FT)
 JW1774'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.1 M
 JW1774'(3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) WEST 0F A
 JW1774'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0882 ***********************************************************************
 JX0882  DESIGNATION -  T 34
 JX0882  PID         -  JX0882
 JX0882  STATE/COUNTY-  WV/PLEASANTS
 JX0882  USGS QUAD   -  BELMONT (1994)
 JX0882
 JX0882                         *CURRENT SURVEY CONTROL
 JX0882  ___________________________________________________________________
 JX0882* NAD 83(1986)-  39 23 06.     (N)    081 15 09.     (W)     SCALED    
 JX0882* NAVD 88     -       188.499  (meters)     618.43   (feet)  ADJUSTED  
 JX0882  ___________________________________________________________________
 JX0882  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JX0882  DYNAMIC HT  -         188.385 (meters)     618.06  (feet)  COMP
 JX0882  MODELED GRAV-     980,018.1   (mgal)                       NAVD 88
 JX0882
 JX0882  VERT ORDER  -  FIRST     CLASS II
 JX0882
 JX0882.The horizontal coordinates were scaled from a topographic map and have
 JX0882.an estimated accuracy of +/- 6 seconds.
 JX0882
 JX0882.The orthometric height was determined by differential leveling
 JX0882.and adjusted by the National Geodetic Survey in June 1991..
 JX0882
 JX0882.The geoid height was determined by GEOID03.
 JX0882
 JX0882.The dynamic height is computed by dividing the NAVD 88
 JX0882.geopotential number by the normal gravity value computed on the
 JX0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0882.degrees latitude (g = 980.6199 gals.).
 JX0882
 JX0882.The modeled gravity was interpolated from observed gravity values.
 JX0882
 JX0882;                    North         East    Units  Estimated Accuracy
 JX0882;SPC WV N     -    99,720.      449,030.      MT  (+/- 180 meters Scaled)
 JX0882
 JX0882                          SUPERSEDED SURVEY CONTROL
 JX0882
 JX0882  NGVD 29 (??/??/92)  188.661  (m)          618.97   (f) ADJ UNCH    1 2
 JX0882
 JX0882.Superseded values are not recommended for survey control.
 JX0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0882.See file dsdata.txt to determine how the superseded data were derived.
 JX0882
 JX0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD782595(NAD 83)
 JX0882_MARKER: DB = BENCH MARK DISK
 JX0882_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0882_SP_SET: BRIDGE
 JX0882_STAMPING: T 34 1934
 JX0882_MARK LOGO: CGS   
 JX0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0882
 JX0882  HISTORY     - Date     Condition        Report By
 JX0882  HISTORY     - 1934     MONUMENTED       CGS
 JX0882  HISTORY     - 1957     GOOD             NGS
 JX0882  HISTORY     - 1963     GOOD             NGS
 JX0882  HISTORY     - 1983     GOOD             NGS
 JX0882
 JX0882                          STATION DESCRIPTION
 JX0882
 JX0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0882'0.4 MI NE FROM BELMONT.
 JX0882'ABOUT 0.35 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0882'FROM THE JUNCTION OF STATE HIGHWAY 2 AND MAIN STREET AT
 JX0882'BELMONT, IN THE TOP OF THE SOUTHEAST CORNER OF SOUTH END OF
 JX0882'WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 668 OVER FRENCH
 JX0882'CREEK, 6 1/2 FEET SOUTH OF SOUTH RAIL AND 1 1/2 FEET BELOW LEVEL
 JX0882'OF TRACK.
 JX0882
 JX0882                          STATION RECOVERY (1963)
 JX0882
 JX0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0882'RECOVERED IN GOOD CONDITION.
 JX0882
 JX0882                          STATION RECOVERY (1983)
 JX0882
 JX0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0283 ***********************************************************************
 GY0283  DESIGNATION -  T 34
 GY0283  PID         -  GY0283
 GY0283  STATE/COUNTY-  WV/MINGO
 GY0283  USGS QUAD   -  BARNABUS (1976)
 GY0283
 GY0283                         *CURRENT SURVEY CONTROL
 GY0283  ___________________________________________________________________
 GY0283* NAD 83(1986)-  37 39 06.     (N)    082 01 19.     (W)     SCALED    
 GY0283* NAVD 88     -       394.165  (meters)    1293.19   (feet)  ADJUSTED  
 GY0283  ___________________________________________________________________
 GY0283  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GY0283  DYNAMIC HT  -         393.855 (meters)    1292.17  (feet)  COMP
 GY0283  MODELED GRAV-     979,831.0   (mgal)                       NAVD 88
 GY0283
 GY0283  VERT ORDER  -  SECOND    CLASS 0
 GY0283
 GY0283.The horizontal coordinates were scaled from a topographic map and have
 GY0283.an estimated accuracy of +/- 6 seconds.
 GY0283
 GY0283.The orthometric height was determined by differential leveling
 GY0283.and adjusted by the National Geodetic Survey in June 1991..
 GY0283
 GY0283.The geoid height was determined by GEOID03.
 GY0283
 GY0283.The dynamic height is computed by dividing the NAVD 88
 GY0283.geopotential number by the normal gravity value computed on the
 GY0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0283.degrees latitude (g = 980.6199 gals.).
 GY0283
 GY0283.The modeled gravity was interpolated from observed gravity values.
 GY0283
 GY0283;                    North         East    Units  Estimated Accuracy
 GY0283;SPC WV S     -    72,830.      509,820.      MT  (+/- 180 meters Scaled)
 GY0283
 GY0283                          SUPERSEDED SURVEY CONTROL
 GY0283
 GY0283  NGVD 29 (??/??/92)  394.368  (m)         1293.86   (f) ADJ UNCH    2 0
 GY0283
 GY0283.Superseded values are not recommended for survey control.
 GY0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0283.See file dsdata.txt to determine how the superseded data were derived.
 GY0283
 GY0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB098676(NAD 83)
 GY0283_MARKER: DB = BENCH MARK DISK
 GY0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0283_STAMPING: T 34 1935
 GY0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0283+STABILITY: SURFACE MOTION
 GY0283
 GY0283  HISTORY     - Date     Condition        Report By
 GY0283  HISTORY     - 1935     MONUMENTED       CGS
 GY0283  HISTORY     - 1957     GOOD             NGS
 GY0283
 GY0283                          STATION DESCRIPTION
 GY0283
 GY0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0283'1.6 MI W FROM MOUNTAIN VIEW.
 GY0283'ABOUT 1.6 MILES WEST ALONG U.S. HIGHWAYS 119 AND 52 FROM THEIR
 GY0283'JUNCTION AT MOUNTAIN VIEW, AT FARRELL, AT THE SOUTHEAST EDGE
 GY0283'OF VILLAGE, IN THE SLOPE OF A HIGH BANK NORTHEAST OF HIGHWAY,
 GY0283'28 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 15 FEET SOUTHEAST
 GY0283'OF A WELL WITH PUMP AT WEBBS GROCERY, 6 1/2 FEET SOUTHEAST OF
 GY0283'A TEXACO SIGN POST, 12 FEET SOUTHWEST OF WEST CORNER OF A SMALL
 GY0283'WHITE FRAME HOUSE, 31 1/2 FEET NORTHWEST OF POLE NO. 972-53, ABOUT
 GY0283'3 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GY0283'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2278 ***********************************************************************
 GX2278  DESIGNATION -  T 35
 GX2278  PID         -  GX2278
 GX2278  STATE/COUNTY-  WV/LOGAN
 GX2278  USGS QUAD   -  AMHERSTDALE (1989)
 GX2278
 GX2278                         *CURRENT SURVEY CONTROL
 GX2278  ___________________________________________________________________
 GX2278* NAD 83(1986)-  37 52 27.     (N)    081 49 59.     (W)     SCALED    
 GX2278* NAVD 88     -       302.364  (meters)     992.01   (feet)  ADJUSTED  
 GX2278  ___________________________________________________________________
 GX2278  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GX2278  DYNAMIC HT  -         302.142 (meters)     991.28  (feet)  COMP
 GX2278  MODELED GRAV-     979,885.3   (mgal)                       NAVD 88
 GX2278
 GX2278  VERT ORDER  -  SECOND    CLASS 0
 GX2278
 GX2278.The horizontal coordinates were scaled from a topographic map and have
 GX2278.an estimated accuracy of +/- 6 seconds.
 GX2278
 GX2278.The orthometric height was determined by differential leveling
 GX2278.and adjusted by the National Geodetic Survey in June 1991..
 GX2278
 GX2278.The geoid height was determined by GEOID03.
 GX2278
 GX2278.The dynamic height is computed by dividing the NAVD 88
 GX2278.geopotential number by the normal gravity value computed on the
 GX2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2278.degrees latitude (g = 980.6199 gals.).
 GX2278
 GX2278.The modeled gravity was interpolated from observed gravity values.
 GX2278
 GX2278;                    North         East    Units  Estimated Accuracy
 GX2278;SPC WV S     -    97,350.      526,710.      MT  (+/- 180 meters Scaled)
 GX2278
 GX2278                          SUPERSEDED SURVEY CONTROL
 GX2278
 GX2278  NGVD 29 (??/??/92)  302.563  (m)          992.66   (f) ADJ UNCH    2 0
 GX2278
 GX2278.Superseded values are not recommended for survey control.
 GX2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2278.See file dsdata.txt to determine how the superseded data were derived.
 GX2278
 GX2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB267921(NAD 83)
 GX2278_MARKER: DB = BENCH MARK DISK
 GX2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2278_STAMPING: T 35 1935
 GX2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2278+STABILITY: SURFACE MOTION
 GX2278
 GX2278  HISTORY     - Date     Condition        Report By
 GX2278  HISTORY     - 1935     MONUMENTED       CGS
 GX2278  HISTORY     - 1958     GOOD             NGS
 GX2278
 GX2278                          STATION DESCRIPTION
 GX2278
 GX2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2278'AT BLAIR.
 GX2278'AT BLAIR, ALONG THE CHESAPEAKE AND OHIO RAILWAY, 152 FEET
 GX2278'NORTHWEST OF THE CENTER OF THE CROSSING OF U.S. HIGHWAY 119, 57
 GX2278'FEET WEST OF AND ACROSS THE TRACK AND A ROAD FROM THE STATION
 GX2278'SIGN BLAIR, 24 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ON THE
 GX2278'OUTSIDE OF A CURVE, 22 FEET SOUTHWEST OF THE NORTH CORNER OF THE
 GX2278'REMAINS OF THE CONCRETE FOUNDATION OF A FORMER TOOL SHED, 17 1/2
 GX2278'FEET NORTHWEST OF POWER LINE POLE 712-D-13, 9 1/2 FEET NORTH OF
 GX2278'THE NORTH CORNER OF AN AUTOMOBILE SHED, 1 FOOT SOUTHEAST OF A
 GX2278'CONCRETE WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GX2278'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2102 ***********************************************************************
 HX2102  DESIGNATION -  T 36
 HX2102  PID         -  HX2102
 HX2102  STATE/COUNTY-  WV/BOONE
 HX2102  USGS QUAD   -  JULIAN (1976)
 HX2102
 HX2102                         *CURRENT SURVEY CONTROL
 HX2102  ___________________________________________________________________
 HX2102* NAD 83(1986)-  38 09 17.     (N)    081 51 09.     (W)     SCALED    
 HX2102* NAVD 88     -       201.841  (meters)     662.21   (feet)  ADJUSTED  
 HX2102  ___________________________________________________________________
 HX2102  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HX2102  DYNAMIC HT  -         201.697 (meters)     661.73  (feet)  COMP
 HX2102  MODELED GRAV-     979,910.1   (mgal)                       NAVD 88
 HX2102
 HX2102  VERT ORDER  -  SECOND    CLASS 0
 HX2102
 HX2102.The horizontal coordinates were scaled from a topographic map and have
 HX2102.an estimated accuracy of +/- 6 seconds.
 HX2102
 HX2102.The orthometric height was determined by differential leveling
 HX2102.and adjusted by the National Geodetic Survey in June 1991..
 HX2102
 HX2102.The geoid height was determined by GEOID03.
 HX2102
 HX2102.The dynamic height is computed by dividing the NAVD 88
 HX2102.geopotential number by the normal gravity value computed on the
 HX2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2102.degrees latitude (g = 980.6199 gals.).
 HX2102
 HX2102.The modeled gravity was interpolated from observed gravity values.
 HX2102
 HX2102;                    North         East    Units  Estimated Accuracy
 HX2102;SPC WV S     -   128,500.      525,290.      MT  (+/- 180 meters Scaled)
 HX2102
 HX2102                          SUPERSEDED SURVEY CONTROL
 HX2102
 HX2102  NGVD 29 (??/??/92)  202.055  (m)          662.91   (f) ADJ UNCH    2 0
 HX2102
 HX2102.Superseded values are not recommended for survey control.
 HX2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2102.See file dsdata.txt to determine how the superseded data were derived.
 HX2102
 HX2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC253233(NAD 83)
 HX2102_MARKER: DB = BENCH MARK DISK
 HX2102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2102_SP_SET: PIER
 HX2102_STAMPING: T 36 1935
 HX2102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2102
 HX2102  HISTORY     - Date     Condition        Report By
 HX2102  HISTORY     - 1935     MONUMENTED       CGS
 HX2102  HISTORY     - 1957     GOOD             NGS
 HX2102  HISTORY     - 1973     GOOD             LOCENG
 HX2102
 HX2102                          STATION DESCRIPTION
 HX2102
 HX2102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HX2102'0.2 MI E FROM JULIAN.
 HX2102'ABOUT 0.2 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX2102'THE STATION SIGN AT JULIAN, 0.2 MILE NORTHWEST OF MILEPOST 28,
 HX2102'58 FEET NORTH OF THE NORTH RAIL, 14 FEET SOUTHEAST OF THE CENTER
 HX2102'OF THE BRIDGE FLOOR, SET IN THE TOP OF THE SOUTHEAST END OF THE
 HX2102'SOUTHWEST CONCRETE PIER OF THE STEEL BRIDGE CROSSING LITTLE
 HX2102'COAL RIVER, ABOUT 3 FEET BELOW THE LEVEL OF THE BRIDGE FLOOR.
 HX2102
 HX2102                          STATION RECOVERY (1973)
 HX2102
 HX2102'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2102'RESIDENCE NOW GONE. B.M. IS 2 FT. LOWER THAN TRACK NOT HIGHER. 80 FT.
 HX2102'N.E. XING OF SR-3 AND RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3168 ***********************************************************************
 HX3168  DESIGNATION -  T 36 RESET
 HX3168  PID         -  HX3168
 HX3168  STATE/COUNTY-  WV/BOONE
 HX3168  USGS QUAD   -  JULIAN (1976)
 HX3168
 HX3168                         *CURRENT SURVEY CONTROL
 HX3168  ___________________________________________________________________
 HX3168* NAD 83(1986)-  38 09 17.     (N)    081 51 09.     (W)     SCALED    
 HX3168* NAVD 88     -       201.73   (meters)     661.8    (feet)  RESET     
 HX3168  ___________________________________________________________________
 HX3168  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HX3168
 HX3168  VERT ORDER  -  THIRD
 HX3168
 HX3168.The horizontal coordinates were scaled from a topographic map and have
 HX3168.an estimated accuracy of +/- 6 seconds.
 HX3168
 HX3168.The orthometric height was computed from unverified reset data.
 HX3168.No vertical observational check was made to the station.
 HX3168
 HX3168.The geoid height was determined by GEOID03.
 HX3168
 HX3168;                    North         East    Units  Estimated Accuracy
 HX3168;SPC WV S     -   128,500.      525,290.      MT  (+/- 180 meters Scaled)
 HX3168
 HX3168                          SUPERSEDED SURVEY CONTROL
 HX3168
 HX3168  NGVD 29 (09/25/03)  201.94   (m)          662.5    (f) RESET       3  
 HX3168
 HX3168.Superseded values are not recommended for survey control.
 HX3168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3168.See file dsdata.txt to determine how the superseded data were derived.
 HX3168
 HX3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC253233(NAD 83)
 HX3168_MARKER: DV = VERTICAL CONTROL DISK
 HX3168_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HX3168_SP_SET: BRIDGE ABUTMENT
 HX3168_STAMPING: T 36 RESET 1987
 HX3168_MARK LOGO: NGS   
 HX3168_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX3168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX3168
 HX3168  HISTORY     - Date     Condition        Report By
 HX3168  HISTORY     - 1987     MONUMENTED       WVHD
 HX3168
 HX3168                          STATION DESCRIPTION
 HX3168
 HX3168'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1987
 HX3168'IN JULIAN, ON THE CHESAPEAKE AND OHIO RAILWAY, AT THE CROSSING OF
 HX3168'STATE HIGHWAY 3, 12 FEET (3.7 M) EAST OF THE CENTERLINE OF A CONCRETE
 HX3168'BRIDGE OVER LITTLE COAL RIVER, IN THE SOUTHWESTERN PART OF BRIDGE, 31
 HX3168'FEET (9.4 M) NORTH OF THE NORTH RAIL AND ABOUT 5.5 FEET (1.7 M) BELOW
 HX3168'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2131 ***********************************************************************
 HX2131  DESIGNATION -  T 37
 HX2131  PID         -  HX2131
 HX2131  STATE/COUNTY-  WV/KANAWHA
 HX2131  USGS QUAD   -  SAINT ALBANS (1976)
 HX2131
 HX2131                         *CURRENT SURVEY CONTROL
 HX2131  ___________________________________________________________________
 HX2131* NAD 83(1986)-  38 24 42.     (N)    081 51 27.     (W)     SCALED    
 HX2131* NAVD 88     -       182.408  (meters)     598.45   (feet)  ADJUSTED  
 HX2131  ___________________________________________________________________
 HX2131  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HX2131  DYNAMIC HT  -         182.282 (meters)     598.04  (feet)  COMP
 HX2131  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 HX2131
 HX2131  VERT ORDER  -  SECOND    CLASS 0
 HX2131
 HX2131.The horizontal coordinates were scaled from a topographic map and have
 HX2131.an estimated accuracy of +/- 6 seconds.
 HX2131
 HX2131.The orthometric height was determined by differential leveling
 HX2131.and adjusted by the National Geodetic Survey in June 1991..
 HX2131
 HX2131.The geoid height was determined by GEOID03.
 HX2131
 HX2131.The dynamic height is computed by dividing the NAVD 88
 HX2131.geopotential number by the normal gravity value computed on the
 HX2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2131.degrees latitude (g = 980.6199 gals.).
 HX2131
 HX2131.The modeled gravity was interpolated from observed gravity values.
 HX2131
 HX2131;                    North         East    Units  Estimated Accuracy
 HX2131;SPC WV S     -   157,030.      525,110.      MT  (+/- 180 meters Scaled)
 HX2131
 HX2131                          SUPERSEDED SURVEY CONTROL
 HX2131
 HX2131  NGVD 29 (??/??/92)  182.609  (m)          599.11   (f) ADJ UNCH    2 0
 HX2131
 HX2131.Superseded values are not recommended for survey control.
 HX2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2131.See file dsdata.txt to determine how the superseded data were derived.
 HX2131
 HX2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC251518(NAD 83)
 HX2131_MARKER: DB = BENCH MARK DISK
 HX2131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2131_SP_SET: CULVERT
 HX2131_STAMPING: T 37 1935
 HX2131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2131
 HX2131  HISTORY     - Date     Condition        Report By
 HX2131  HISTORY     - 1935     MONUMENTED       CGS
 HX2131  HISTORY     - 1976     GOOD             NGS
 HX2131
 HX2131                          STATION DESCRIPTION
 HX2131
 HX2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2131'2.4 MI NW FROM ST ALBANS.
 HX2131'ABOUT 2.4 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2131'FROM THE STATION AT ST. ALBANS, KANAWHA COUNTY, ABOUT 0.2 MILE
 HX2131'SOUTHEAST OF MILEPOST FM 468, 30 YARDS WEST OF SIGNAL 467.9, 19
 HX2131'FEET NORTH OF THE NORTH RAIL, IN THE TOP OF THE NORTHWEST END
 HX2131'OF THE NORTH HEAD WALL OF A CONCRETE CULVERT, AND ABOUT 3 FEET
 HX2131'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED T 37 1935.
 HX2131
 HX2131                          STATION RECOVERY (1976)
 HX2131
 HX2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD8850 ***********************************************************************
 AD8850  DESIGNATION -  T 38 RESET
 AD8850  PID         -  AD8850
 AD8850  STATE/COUNTY-  WV/CABELL
 AD8850  USGS QUAD   -  BARBOURSVILLE (1985)
 AD8850
 AD8850                         *CURRENT SURVEY CONTROL
 AD8850  ___________________________________________________________________
 AD8850* NAD 83(1986)-  38 24 40.     (N)    082 17 19.     (W)     SCALED    
 AD8850* NAVD 88     -       177.74   (meters)     583.1    (feet)  RESET     
 AD8850  ___________________________________________________________________
 AD8850  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 AD8850
 AD8850  VERT ORDER  -  THIRD
 AD8850
 AD8850.The horizontal coordinates were scaled from a topographic map and have
 AD8850.an estimated accuracy of +/- 6 seconds.
 AD8850
 AD8850.The orthometric height was computed from unverified reset data.
 AD8850
 AD8850.The geoid height was determined by GEOID03.
 AD8850
 AD8850;                    North         East    Units  Estimated Accuracy
 AD8850;SPC WV S     -   157,400.      487,460.      MT  (+/- 180 meters Scaled)
 AD8850
 AD8850                          SUPERSEDED SURVEY CONTROL
 AD8850
 AD8850.No superseded survey control is available for this station.
 AD8850
 AD8850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC874522(NAD 83)
 AD8850_MARKER: DV = VERTICAL CONTROL DISK
 AD8850_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD8850_SP_SET: CRUB
 AD8850_STAMPING: T 38 RESET 1996
 AD8850_MARK LOGO: NGS   
 AD8850_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8850
 AD8850  HISTORY     - Date     Condition        Report By
 AD8850  HISTORY     - 1996     MONUMENTED       WVHD
 AD8850
 AD8850                          STATION DESCRIPTION
 AD8850
 AD8850'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1996 (JGF)
 AD8850'AT BARBOURSVILLE, CABELL COUNTY ON THE CHESAPEAKE AND OHIO RAILWAY,
 AD8850'61,18 FEET SOUTHWEST FROM BARBOURSVILLE CITY MAINTENANCE BUILDING,
 AD8850'483.205 FEET (147.281 M) NORTH FROM CORNER OF MAIN STREET AND DEPOT
 AD8850'AVENUE, 314.060 FEET (95.726 M) SOUTHWEST FROM CENTER LINE OF CSX
 AD8850'TRACKS, 71.370 FEET (21.754 M) SOUTHWEST FROM AEP POLE 911-226, 68.695
 AD8850'FEET (20.938 M) NORTHWEST FROM AEP POLE 911-227 IN THE TOP OF A
 AD8850'CONCRETE CURB, A STANDARD DISK STAMPED T 38 RESET 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2165 ***********************************************************************
 HX2165  DESIGNATION -  T 39
 HX2165  PID         -  HX2165
 HX2165  STATE/COUNTY-  WV/BOONE
 HX2165  USGS QUAD   -  BELLE (1977)
 HX2165
 HX2165                         *CURRENT SURVEY CONTROL
 HX2165  ___________________________________________________________________
 HX2165* NAD 83(1986)-  38 07 43.     (N)    081 37 07.     (W)     SCALED    
 HX2165* NAVD 88     -       211.581  (meters)     694.16   (feet)  ADJUSTED  
 HX2165  ___________________________________________________________________
 HX2165  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HX2165  DYNAMIC HT  -         211.430 (meters)     693.67  (feet)  COMP
 HX2165  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 HX2165
 HX2165  VERT ORDER  -  SECOND    CLASS 0
 HX2165
 HX2165.The horizontal coordinates were scaled from a topographic map and have
 HX2165.an estimated accuracy of +/- 6 seconds.
 HX2165
 HX2165.The orthometric height was determined by differential leveling
 HX2165.and adjusted by the National Geodetic Survey in June 1991..
 HX2165
 HX2165.The geoid height was determined by GEOID03.
 HX2165
 HX2165.The dynamic height is computed by dividing the NAVD 88
 HX2165.geopotential number by the normal gravity value computed on the
 HX2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2165.degrees latitude (g = 980.6199 gals.).
 HX2165
 HX2165.The modeled gravity was interpolated from observed gravity values.
 HX2165
 HX2165;                    North         East    Units  Estimated Accuracy
 HX2165;SPC WV S     -   125,440.      545,770.      MT  (+/- 180 meters Scaled)
 HX2165
 HX2165                          SUPERSEDED SURVEY CONTROL
 HX2165
 HX2165  NGVD 29 (??/??/92)  211.786  (m)          694.83   (f) ADJ UNCH    2 0
 HX2165
 HX2165.Superseded values are not recommended for survey control.
 HX2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2165.See file dsdata.txt to determine how the superseded data were derived.
 HX2165
 HX2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC457202(NAD 83)
 HX2165_MARKER: DB = BENCH MARK DISK
 HX2165_SETTING: 66 = SET IN ROCK OUTCROP
 HX2165_SP_SET: ROCK LEDGE
 HX2165_STAMPING: T 39 1935
 HX2165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2165+STABILITY: POSITION/ELEVATION WELL
 HX2165
 HX2165  HISTORY     - Date     Condition        Report By
 HX2165  HISTORY     - 1935     MONUMENTED       CGS
 HX2165  HISTORY     - 1958     GOOD             NGS
 HX2165  HISTORY     - 1973     GOOD             LOCENG
 HX2165
 HX2165                          STATION DESCRIPTION
 HX2165
 HX2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2165'1.6 MI N FROM SETH.
 HX2165'ABOUT 1.65 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2165'FROM THE STATION AT SETH, 435 YARDS SOUTH OF MILE POST 19,
 HX2165'0.15 MILE NORTH OF A SIGN JOES CREEK AND THE NORTH END OF A
 HX2165'SIDING, 115 YARDS NORTH OF WEST END OF A FOOT BRIDGE OVER
 HX2165'COAL RIVER, SET VERTICALLY IN FACE OF A ROCK LEDGE, 8.8 FEET
 HX2165'WEST OF WEST RAIL OF TRACK AND ON THE OUTSIDE OF A CURVE, 7 FEET
 HX2165'SOUTHWEST OF WEST END OF A PIPE CULVERT UNDER TRACK, 18 YARDS
 HX2165'NORTH OF SOUTH END OF ROCK AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 HX2165
 HX2165                          STATION RECOVERY (1973)
 HX2165
 HX2165'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2165'OPPOSITE POLE NO. L-18 AND 725 FT. NORTH OF POINT OF SWITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0080 ***********************************************************************
 GX0080  DESIGNATION -  T 4
 GX0080  PID         -  GX0080
 GX0080  STATE/COUNTY-  WV/GREENBRIER
 GX0080  USGS QUAD   -  ANTHONY (1995)
 GX0080
 GX0080                         *CURRENT SURVEY CONTROL
 GX0080  ___________________________________________________________________
 GX0080* NAD 83(1986)-  37 57 15.     (N)    080 20 51.     (W)     SCALED    
 GX0080* NAVD 88     -       565.308  (meters)    1854.68   (feet)  ADJUSTED  
 GX0080  ___________________________________________________________________
 GX0080  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX0080  DYNAMIC HT  -         564.837 (meters)    1853.14  (feet)  COMP
 GX0080  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 GX0080
 GX0080  VERT ORDER  -  FIRST     CLASS II
 GX0080
 GX0080.The horizontal coordinates were scaled from a topographic map and have
 GX0080.an estimated accuracy of +/- 6 seconds.
 GX0080
 GX0080.The orthometric height was determined by differential leveling
 GX0080.and adjusted by the National Geodetic Survey in June 1991..
 GX0080
 GX0080.The geoid height was determined by GEOID03.
 GX0080
 GX0080.The dynamic height is computed by dividing the NAVD 88
 GX0080.geopotential number by the normal gravity value computed on the
 GX0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0080.degrees latitude (g = 980.6199 gals.).
 GX0080
 GX0080.The modeled gravity was interpolated from observed gravity values.
 GX0080
 GX0080;                    North         East    Units  Estimated Accuracy
 GX0080;SPC WV S     -   106,100.      657,340.      MT  (+/- 180 meters Scaled)
 GX0080
 GX0080                          SUPERSEDED SURVEY CONTROL
 GX0080
 GX0080  NGVD 29 (??/??/92)  565.442  (m)         1855.12   (f) ADJ UNCH    1 2
 GX0080
 GX0080.Superseded values are not recommended for survey control.
 GX0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0080.See file dsdata.txt to determine how the superseded data were derived.
 GX0080
 GX0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC573009(NAD 83)
 GX0080_MARKER: DB = BENCH MARK DISK
 GX0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0080_SP_SET: BRIDGE
 GX0080_STAMPING: T 4 1933
 GX0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0080
 GX0080  HISTORY     - Date     Condition        Report By
 GX0080  HISTORY     - 1933     MONUMENTED       CGS
 GX0080  HISTORY     - 1961     GOOD             NGS
 GX0080  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0080  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0080
 GX0080                          STATION DESCRIPTION
 GX0080
 GX0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0080'AT SPRING CREEK.
 GX0080'AT SPRING CREEK, ALONG THE CHESAPEAKE AND OHIO RAILWAY, SET
 GX0080'ON TOP OF THE WEST END OF THE SOUTH BRIDGE SEAT OF BRIDGE NO.
 GX0080'21.6 OVER SPRING CREEK, 9 FEET WEST OF THE WEST RAIL, 0.5 FOOT
 GX0080'EAST OF THE WEST END OF THE BRIDGE SEAT AND 4 FEET BELOW THE
 GX0080'LEVEL OF THE TRACK.
 GX0080
 GX0080                          STATION RECOVERY (1983)
 GX0080
 GX0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0080'MARK NOT FOUND.
 GX0080
 GX0080                          STATION RECOVERY (1983)
 GX0080
 GX0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1058 ***********************************************************************
 GX1058  DESIGNATION -  T 40
 GX1058  PID         -  GX1058
 GX1058  STATE/COUNTY-  WV/RALEIGH
 GX1058  USGS QUAD   -  ECCLES (1989)
 GX1058
 GX1058                         *CURRENT SURVEY CONTROL
 GX1058  ___________________________________________________________________
 GX1058* NAD 83(1986)-  37 48 52.     (N)    081 21 17.     (W)     SCALED    
 GX1058* NAVD 88     -       527.885  (meters)    1731.90   (feet)  ADJUSTED  
 GX1058  ___________________________________________________________________
 GX1058  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX1058  DYNAMIC HT  -         527.466 (meters)    1730.53  (feet)  COMP
 GX1058  MODELED GRAV-     979,817.8   (mgal)                       NAVD 88
 GX1058
 GX1058  VERT ORDER  -  SECOND    CLASS 0
 GX1058
 GX1058.The horizontal coordinates were scaled from a topographic map and have
 GX1058.an estimated accuracy of +/- 6 seconds.
 GX1058
 GX1058.The orthometric height was determined by differential leveling
 GX1058.and adjusted by the National Geodetic Survey in June 1991..
 GX1058
 GX1058.The geoid height was determined by GEOID03.
 GX1058
 GX1058.The dynamic height is computed by dividing the NAVD 88
 GX1058.geopotential number by the normal gravity value computed on the
 GX1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1058.degrees latitude (g = 980.6199 gals.).
 GX1058
 GX1058.The modeled gravity was interpolated from observed gravity values.
 GX1058
 GX1058;                    North         East    Units  Estimated Accuracy
 GX1058;SPC WV S     -    90,450.      568,770.      MT  (+/- 180 meters Scaled)
 GX1058
 GX1058                          SUPERSEDED SURVEY CONTROL
 GX1058
 GX1058  NGVD 29 (??/??/92)  528.057  (m)         1732.47   (f) ADJ UNCH    2 0
 GX1058
 GX1058.Superseded values are not recommended for survey control.
 GX1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1058.See file dsdata.txt to determine how the superseded data were derived.
 GX1058
 GX1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB687852(NAD 83)
 GX1058_MARKER: DB = BENCH MARK DISK
 GX1058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1058_SP_SET: CULVERT
 GX1058_STAMPING: T 40 1935
 GX1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1058
 GX1058  HISTORY     - Date     Condition        Report By
 GX1058  HISTORY     - 1935     MONUMENTED       CGS
 GX1058
 GX1058                          STATION DESCRIPTION
 GX1058
 GX1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1058'AT STOVER.
 GX1058'AT STOVER, ON STATE HIGHWAY 3, 50 YARDS WEST OF THE A. DOUGLAS
 GX1058'RESIDENCE (OWNED BY MR. SHUMATE), AT A CULVERT, 27 FEET SOUTH OF
 GX1058'THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE EAST END OF THE
 GX1058'SOUTH HEADWALL, AND ABOUT 6 INCHES LOWER THAN THE HIGHWAY.  A
 GX1058'STANDARD DISK, STAMPED T 40 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1132 ***********************************************************************
 GX1132  DESIGNATION -  T 42
 GX1132  PID         -  GX1132
 GX1132  STATE/COUNTY-  WV/WYOMING
 GX1132  USGS QUAD   -  MULLENS (1976)
 GX1132
 GX1132                         *CURRENT SURVEY CONTROL
 GX1132  ___________________________________________________________________
 GX1132* NAD 83(1986)-  37 35 01.     (N)    081 22 48.     (W)     SCALED    
 GX1132* NAVD 88     -       434.636  (meters)    1425.97   (feet)  ADJUSTED  
 GX1132  ___________________________________________________________________
 GX1132  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX1132  DYNAMIC HT  -         434.281 (meters)    1424.80  (feet)  COMP
 GX1132  MODELED GRAV-     979,799.2   (mgal)                       NAVD 88
 GX1132
 GX1132  VERT ORDER  -  SECOND    CLASS 0
 GX1132
 GX1132.The horizontal coordinates were scaled from a topographic map and have
 GX1132.an estimated accuracy of +/- 6 seconds.
 GX1132
 GX1132.The orthometric height was determined by differential leveling
 GX1132.and adjusted by the National Geodetic Survey in June 1991..
 GX1132
 GX1132.The geoid height was determined by GEOID03.
 GX1132
 GX1132.The dynamic height is computed by dividing the NAVD 88
 GX1132.geopotential number by the normal gravity value computed on the
 GX1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1132.degrees latitude (g = 980.6199 gals.).
 GX1132
 GX1132.The modeled gravity was interpolated from observed gravity values.
 GX1132
 GX1132;                    North         East    Units  Estimated Accuracy
 GX1132;SPC WV S     -    64,840.      566,440.      MT  (+/- 180 meters Scaled)
 GX1132
 GX1132                          SUPERSEDED SURVEY CONTROL
 GX1132
 GX1132  NGVD 29 (??/??/92)  434.795  (m)         1426.49   (f) ADJ UNCH    2 0
 GX1132
 GX1132.Superseded values are not recommended for survey control.
 GX1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1132.See file dsdata.txt to determine how the superseded data were derived.
 GX1132
 GX1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB664596(NAD 83)
 GX1132_MARKER: DB = BENCH MARK DISK
 GX1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1132_STAMPING: T 42 1935
 GX1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1132+STABILITY: SURFACE MOTION
 GX1132
 GX1132  HISTORY     - Date     Condition        Report By
 GX1132  HISTORY     - 1935     MONUMENTED       CGS
 GX1132  HISTORY     - 1960     GOOD             NGS
 GX1132  HISTORY     - 1980     GOOD             LOCSUR
 GX1132  HISTORY     - 20030202 POOR             INDIV
 GX1132
 GX1132                          STATION DESCRIPTION
 GX1132
 GX1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1132'AT MULLENS.
 GX1132'AT MULLENS, ABOUT 0.1 MILE NORTH ALONG THE VIRGINIAN RAILWAY FROM
 GX1132'THE STATION, ABOUT 4 1/2 RAILS NORTH OF CROSSING OF STATE HIGHWAY
 GX1132'16, 11 1/2 FEET WEST OF WEST RAIL OF WEST ONE OF 4 TRACKS, 16
 GX1132'FEET NORTHWEST OF POWER POLE NO. W 1231S, 14 FEET NORTHEAST OF
 GX1132'NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING, ABOUT 1 1/2 FEET
 GX1132'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GX1132'PROJECTING 8 INCHES.
 GX1132
 GX1132                          STATION RECOVERY (1980)
 GX1132
 GX1132'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1132'RECOVERED IN GOOD CONDITION.
 GX1132
 GX1132                          STATION RECOVERY (2003)
 GX1132
 GX1132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX1132'FOUND CONCRETE MONUMENT PUSHED OVER ON SIDE BY BULLDOZER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1172 ***********************************************************************
 GX1172  DESIGNATION -  T 43
 GX1172  PID         -  GX1172
 GX1172  STATE/COUNTY-  WV/RALEIGH
 GX1172  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1172
 GX1172                         *CURRENT SURVEY CONTROL
 GX1172  ___________________________________________________________________
 GX1172* NAD 83(1986)-  37 44 32.     (N)    081 12 22.     (W)     SCALED    
 GX1172* NAVD 88     -       680.890  (meters)    2233.89   (feet)  ADJUSTED  
 GX1172  ___________________________________________________________________
 GX1172  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX1172  DYNAMIC HT  -         680.320 (meters)    2232.02  (feet)  COMP
 GX1172  MODELED GRAV-     979,769.3   (mgal)                       NAVD 88
 GX1172
 GX1172  VERT ORDER  -  SECOND    CLASS 0
 GX1172
 GX1172.The horizontal coordinates were scaled from a topographic map and have
 GX1172.an estimated accuracy of +/- 6 seconds.
 GX1172
 GX1172.The orthometric height was determined by differential leveling
 GX1172.and adjusted by the National Geodetic Survey in June 1991..
 GX1172
 GX1172.The geoid height was determined by GEOID03.
 GX1172
 GX1172.The dynamic height is computed by dividing the NAVD 88
 GX1172.geopotential number by the normal gravity value computed on the
 GX1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1172.degrees latitude (g = 980.6199 gals.).
 GX1172
 GX1172.The modeled gravity was interpolated from observed gravity values.
 GX1172
 GX1172;                    North         East    Units  Estimated Accuracy
 GX1172;SPC WV S     -    82,400.      581,830.      MT  (+/- 180 meters Scaled)
 GX1172
 GX1172                          SUPERSEDED SURVEY CONTROL
 GX1172
 GX1172  NGVD 29 (??/??/92)  681.036  (m)         2234.37   (f) ADJ UNCH    2 0
 GX1172
 GX1172.Superseded values are not recommended for survey control.
 GX1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1172.See file dsdata.txt to determine how the superseded data were derived.
 GX1172
 GX1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB818772(NAD 83)
 GX1172_MARKER: DB = BENCH MARK DISK
 GX1172_SETTING: 66 = SET IN ROCK OUTCROP
 GX1172_SP_SET: ROCK CUT
 GX1172_STAMPING: T 43 1935
 GX1172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1172+STABILITY: POSITION/ELEVATION WELL
 GX1172
 GX1172  HISTORY     - Date     Condition        Report By
 GX1172  HISTORY     - 1935     MONUMENTED       CGS
 GX1172  HISTORY     - 1960     GOOD             NGS
 GX1172
 GX1172                          STATION DESCRIPTION
 GX1172
 GX1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1172'3.1 MI SW FROM RALEIGH.
 GX1172'ABOUT 3.1 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1172'FROM THE STATION AT RALEIGH, 0.25 MILE WEST OF MILEPOST 3, 58
 GX1172'YARDS SOUTHEAST OF THE NORTHEAST END OF A 15-INCH CAST IRON PIPE
 GX1172'CULVERT UNDER THE TRACK, 215 YARDS EAST-SOUTHEAST OF A POINT UNDER
 GX1172'THE CENTER OF WEST VIRGINIA TURNPIKE CONCRETE OVERPASS OVER THE
 GX1172'C. AND O. RY., 12.6 FEET EAST-NORTHEAST OF THE EAST-NORTHEAST RAIL
 GX1172'AND ON THE OUTSIDE OF A CURVE, IN TOP OF SLANTING BOTTOM PART OF
 GX1172'A 11-FOOT-HIGH ROCK CUT, AND ABOUT LEVEL WITH THE HIGH TRACK.
 GX1172'NOTE-- MARK SET ON SLIGHT SLOPE.  ROD HELD ON HIGH POINT OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1171 ***********************************************************************
 GX1171  DESIGNATION -  T 43 X
 GX1171  PID         -  GX1171
 GX1171  STATE/COUNTY-  WV/RALEIGH
 GX1171  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1171
 GX1171                         *CURRENT SURVEY CONTROL
 GX1171  ___________________________________________________________________
 GX1171* NAD 83(1986)-  37 44 04.     (N)    081 12 52.     (W)     SCALED    
 GX1171* NAVD 88     -       681.122  (meters)    2234.65   (feet)  ADJUSTED  
 GX1171  ___________________________________________________________________
 GX1171  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX1171  DYNAMIC HT  -         680.552 (meters)    2232.78  (feet)  COMP
 GX1171  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 GX1171
 GX1171  VERT ORDER  -  SECOND    CLASS 0
 GX1171
 GX1171.The horizontal coordinates were scaled from a topographic map and have
 GX1171.an estimated accuracy of +/- 6 seconds.
 GX1171
 GX1171.The orthometric height was determined by differential leveling
 GX1171.and adjusted by the National Geodetic Survey in June 1991..
 GX1171
 GX1171.The geoid height was determined by GEOID03.
 GX1171
 GX1171.The dynamic height is computed by dividing the NAVD 88
 GX1171.geopotential number by the normal gravity value computed on the
 GX1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1171.degrees latitude (g = 980.6199 gals.).
 GX1171
 GX1171.The modeled gravity was interpolated from observed gravity values.
 GX1171
 GX1171;                    North         East    Units  Estimated Accuracy
 GX1171;SPC WV S     -    81,540.      581,100.      MT  (+/- 180 meters Scaled)
 GX1171
 GX1171                          SUPERSEDED SURVEY CONTROL
 GX1171
 GX1171  NGVD 29 (??/??/92)  681.265  (m)         2235.12   (f) ADJ UNCH    2 0
 GX1171
 GX1171.Superseded values are not recommended for survey control.
 GX1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1171.See file dsdata.txt to determine how the superseded data were derived.
 GX1171
 GX1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB811763(NAD 83)
 GX1171_MARKER: DB = BENCH MARK DISK
 GX1171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1171_SP_SET: BRIDGE
 GX1171_STAMPING: T 43 X 1960
 GX1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1171
 GX1171  HISTORY     - Date     Condition        Report By
 GX1171  HISTORY     - 1960     MONUMENTED       CGS
 GX1171
 GX1171                          STATION DESCRIPTION
 GX1171
 GX1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1171'1.2 MI N FROM PEMBERTON.
 GX1171'ABOUT 1.2 MILES NORTH ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GX1171'AT PEMBERTON, IN THE TOP OF NORTH CORNER OF NORTHWEST END OF
 GX1171'SOUTHWEST CONCRETE ABUTMENT OF BRIDGE NO. 4.2 OVER A CREEK, 4.8
 GX1171'FEET NORTHWEST OF NORTHWEST RAIL, 3/4 FOOT SOUTH OF NORTH CORNER
 GX1171'OF ABUTMENT AND 3 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2193 ***********************************************************************
 GX2193  DESIGNATION -  T 44
 GX2193  PID         -  GX2193
 GX2193  STATE/COUNTY-  WV/WYOMING
 GX2193  USGS QUAD   -  MATHENY (1976)
 GX2193
 GX2193                         *CURRENT SURVEY CONTROL
 GX2193  ___________________________________________________________________
 GX2193* NAD 83(1986)-  37 40 21.     (N)    081 35 53.     (W)     SCALED    
 GX2193* NAVD 88     -       409.798  (meters)    1344.48   (feet)  ADJUSTED  
 GX2193  ___________________________________________________________________
 GX2193  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX2193  DYNAMIC HT  -         409.471 (meters)    1343.41  (feet)  COMP
 GX2193  MODELED GRAV-     979,820.5   (mgal)                       NAVD 88
 GX2193
 GX2193  VERT ORDER  -  SECOND    CLASS 0
 GX2193
 GX2193.The horizontal coordinates were scaled from a topographic map and have
 GX2193.an estimated accuracy of +/- 6 seconds.
 GX2193
 GX2193.The orthometric height was determined by differential leveling
 GX2193.and adjusted by the National Geodetic Survey in June 1991..
 GX2193
 GX2193.The geoid height was determined by GEOID03.
 GX2193
 GX2193.The dynamic height is computed by dividing the NAVD 88
 GX2193.geopotential number by the normal gravity value computed on the
 GX2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2193.degrees latitude (g = 980.6199 gals.).
 GX2193
 GX2193.The modeled gravity was interpolated from observed gravity values.
 GX2193
 GX2193;                    North         East    Units  Estimated Accuracy
 GX2193;SPC WV S     -    74,810.      547,240.      MT  (+/- 180 meters Scaled)
 GX2193
 GX2193                          SUPERSEDED SURVEY CONTROL
 GX2193
 GX2193  NGVD 29 (??/??/92)  409.963  (m)         1345.02   (f) ADJ UNCH    2 0
 GX2193
 GX2193.Superseded values are not recommended for survey control.
 GX2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2193.See file dsdata.txt to determine how the superseded data were derived.
 GX2193
 GX2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB472696(NAD 83)
 GX2193_MARKER: DB = BENCH MARK DISK
 GX2193_SETTING: 66 = SET IN ROCK OUTCROP
 GX2193_SP_SET: ROCK CLIFF
 GX2193_STAMPING: T 44 1935
 GX2193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2193+STABILITY: POSITION/ELEVATION WELL
 GX2193
 GX2193  HISTORY     - Date     Condition        Report By
 GX2193  HISTORY     - 1935     MONUMENTED       CGS
 GX2193  HISTORY     - 1963     GOOD             AEROS
 GX2193
 GX2193                          STATION DESCRIPTION
 GX2193
 GX2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2193'2.3 MI NW FROM JESSE.
 GX2193'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 GX2193'AT JESSE, WYOMING COUNTY, 0.4 MILE NORTHWEST OF A SCHOOLHOUSE
 GX2193'AND A CHURCH, ABOUT 500 FEET SOUTHEAST OF A FOOTBRIDGE OVER
 GX2193'LAUREL FORK CREEK, 48 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GX2193'IN THE FACE OF A ROCK CLIFF, AND ABOUT 2 FEET ABOVE THE
 GX2193'HIGHWAY.  A STANDARDF DISK, STAMPED T 44 1935 AND SET VERTICALLY.
 GX2193
 GX2193                          STATION RECOVERY (1963)
 GX2193
 GX2193'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0932 ***********************************************************************
 HY0932  DESIGNATION -  T 45
 HY0932  PID         -  HY0932
 HY0932  STATE/COUNTY-  WV/WAYNE
 HY0932  USGS QUAD   -  LOUISA (1993)
 HY0932
 HY0932                         *CURRENT SURVEY CONTROL
 HY0932  ___________________________________________________________________
 HY0932* NAD 83(1986)-  38 04 39.     (N)    082 33 40.     (W)     SCALED    
 HY0932* NAVD 88     -       178.068  (meters)     584.21   (feet)  ADJUSTED  
 HY0932  ___________________________________________________________________
 HY0932  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HY0932  DYNAMIC HT  -         177.943 (meters)     583.80  (feet)  COMP
 HY0932  MODELED GRAV-     979,922.3   (mgal)                       NAVD 88
 HY0932
 HY0932  VERT ORDER  -  SECOND    CLASS 0
 HY0932
 HY0932.The horizontal coordinates were scaled from a topographic map and have
 HY0932.an estimated accuracy of +/- 6 seconds.
 HY0932
 HY0932.The orthometric height was determined by differential leveling
 HY0932.and adjusted by the National Geodetic Survey in June 1991..
 HY0932
 HY0932.The geoid height was determined by GEOID03.
 HY0932
 HY0932.The dynamic height is computed by dividing the NAVD 88
 HY0932.geopotential number by the normal gravity value computed on the
 HY0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0932.degrees latitude (g = 980.6199 gals.).
 HY0932
 HY0932.The modeled gravity was interpolated from observed gravity values.
 HY0932
 HY0932;                    North         East    Units  Estimated Accuracy
 HY0932;SPC WV S     -   120,740.      463,050.      MT  (+/- 180 meters Scaled)
 HY0932
 HY0932                          SUPERSEDED SURVEY CONTROL
 HY0932
 HY0932  NGVD 29 (??/??/92)  178.29   (m)          584.9    (f) COMPUTED    2 0
 HY0932
 HY0932.Superseded values are not recommended for survey control.
 HY0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0932.See file dsdata.txt to determine how the superseded data were derived.
 HY0932
 HY0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC630155(NAD 83)
 HY0932_MARKER: DB = BENCH MARK DISK
 HY0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0932_STAMPING: T 45 1935
 HY0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0932+STABILITY: SURFACE MOTION
 HY0932
 HY0932  HISTORY     - Date     Condition        Report By
 HY0932  HISTORY     - 1935     MONUMENTED       CGS
 HY0932
 HY0932                          STATION DESCRIPTION
 HY0932
 HY0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0932'AT SALTPETRE.
 HY0932'ON THE PORTSMOUTH TO BLUEFIELD BRANCH OF THE NORFOLK AND WESTERN
 HY0932'RAILROAD, 9 RAILS SOUTH OF MILE POST NA 30, 52 FEET EAST OF THE
 HY0932'NORTHEAST CORNER OF THE STATION, 38.3 FEET EAST OF THE EAST
 HY0932'RAIL OF THE EAST SIDING, 32.7 FEET SOUTH OF THE CENTERLINE OF THE
 HY0932'FRONT STEPS TO THE FRONT ENTRANCE OF THE POST OFFICE, 15.6 FEET
 HY0932'SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST OFFICE, A DISK ON A
 HY0932'CONCRETE POST SET VERTICALLY AT THE TOP OF A STONE MASONRY
 HY0932'RETAINING WALL, 3 FEET ABOVE THE GROUND, 6 INCHES BELOW THE
 HY0932'TOP OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0062 ***********************************************************************
 GY0062  DESIGNATION -  T 46
 GY0062  PID         -  GY0062
 GY0062  STATE/COUNTY-  WV/MINGO
 GY0062  USGS QUAD   -  NAUGATUCK (1975)
 GY0062
 GY0062                         *CURRENT SURVEY CONTROL
 GY0062  ___________________________________________________________________
 GY0062* NAD 83(1986)-  37 45 44.     (N)    082 18 35.     (W)     SCALED    
 GY0062* NAVD 88     -       196.540  (meters)     644.82   (feet)  ADJUSTED  
 GY0062  ___________________________________________________________________
 GY0062  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GY0062  DYNAMIC HT  -         196.396 (meters)     644.34  (feet)  COMP
 GY0062  MODELED GRAV-     979,892.3   (mgal)                       NAVD 88
 GY0062
 GY0062  VERT ORDER  -  SECOND    CLASS 0
 GY0062
 GY0062.The horizontal coordinates were scaled from a topographic map and have
 GY0062.an estimated accuracy of +/- 6 seconds.
 GY0062
 GY0062.The orthometric height was determined by differential leveling
 GY0062.and adjusted by the National Geodetic Survey in June 1991..
 GY0062
 GY0062.The geoid height was determined by GEOID03.
 GY0062
 GY0062.The dynamic height is computed by dividing the NAVD 88
 GY0062.geopotential number by the normal gravity value computed on the
 GY0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0062.degrees latitude (g = 980.6199 gals.).
 GY0062
 GY0062.The modeled gravity was interpolated from observed gravity values.
 GY0062
 GY0062;                    North         East    Units  Estimated Accuracy
 GY0062;SPC WV S     -    85,410.      484,600.      MT  (+/- 180 meters Scaled)
 GY0062
 GY0062                          SUPERSEDED SURVEY CONTROL
 GY0062
 GY0062  NGVD 29 (??/??/92)  196.765  (m)          645.55   (f) ADJ UNCH    2 0
 GY0062
 GY0062.Superseded values are not recommended for survey control.
 GY0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0062.See file dsdata.txt to determine how the superseded data were derived.
 GY0062
 GY0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB846802(NAD 83)
 GY0062_MARKER: DB = BENCH MARK DISK
 GY0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0062_STAMPING: T 46 1935
 GY0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0062+STABILITY: SURFACE MOTION
 GY0062
 GY0062  HISTORY     - Date     Condition        Report By
 GY0062  HISTORY     - 1935     MONUMENTED       CGS
 GY0062  HISTORY     - 1942     MARK NOT FOUND   NGS
 GY0062
 GY0062                          STATION DESCRIPTION
 GY0062
 GY0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GY0062'2.4 MI N FROM NOLAN.
 GY0062'2.4 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0062'STATION AT NOLAN, MINGO COUNTY, 43 FEET WEST ACROSS THE TRACK FROM
 GY0062'MILEPOST N 480, 4 RAILS NORTH OF A PRIVATE-ROAD CROSSING, 26 FEET
 GY0062'EAST OF THE CENTERLINE OF U.S. HIGHWAY 52, 14.2 FEET WEST OF THE
 GY0062'WEST RAIL, 7-1/2 FEET SOUTHEAST OF A TELEPHONE POLE, AND ABOUT 1
 GY0062'FOOT BELOW THE LEVEL OF THE RAIL.  A STANDARD DISK, STAMPED T 46
 GY0062'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SEARCHED FOR BUT
 GY0062'NOT RECOVERED IN JULY 1953.  IT IS PROBABLY BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0138 ***********************************************************************
 GY0138  DESIGNATION -  T 47
 GY0138  PID         -  GY0138
 GY0138  STATE/COUNTY-  WV/MINGO
 GY0138  USGS QUAD   -  MAJESTIC (1977)
 GY0138
 GY0138                         *CURRENT SURVEY CONTROL
 GY0138  ___________________________________________________________________
 GY0138* NAD 83(1986)-  37 32 14.     (N)    082 03 45.     (W)     SCALED    
 GY0138* NAVD 88     -       232.343  (meters)     762.28   (feet)  ADJUSTED  
 GY0138  ___________________________________________________________________
 GY0138  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY0138  DYNAMIC HT  -         232.163 (meters)     761.69  (feet)  COMP
 GY0138  MODELED GRAV-     979,852.9   (mgal)                       NAVD 88
 GY0138
 GY0138  VERT ORDER  -  SECOND    CLASS 0
 GY0138
 GY0138.The horizontal coordinates were scaled from a topographic map and have
 GY0138.an estimated accuracy of +/- 6 seconds.
 GY0138
 GY0138.The orthometric height was determined by differential leveling
 GY0138.and adjusted by the National Geodetic Survey in June 1991..
 GY0138
 GY0138.The geoid height was determined by GEOID03.
 GY0138
 GY0138.The dynamic height is computed by dividing the NAVD 88
 GY0138.geopotential number by the normal gravity value computed on the
 GY0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0138.degrees latitude (g = 980.6199 gals.).
 GY0138
 GY0138.The modeled gravity was interpolated from observed gravity values.
 GY0138
 GY0138;                    North         East    Units  Estimated Accuracy
 GY0138;SPC WV S     -    60,160.      506,100.      MT  (+/- 180 meters Scaled)
 GY0138
 GY0138                          SUPERSEDED SURVEY CONTROL
 GY0138
 GY0138  NGVD 29 (??/??/92)  232.556  (m)          762.98   (f) ADJ UNCH    2 0
 GY0138
 GY0138.Superseded values are not recommended for survey control.
 GY0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0138.See file dsdata.txt to determine how the superseded data were derived.
 GY0138
 GY0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB061550(NAD 83)
 GY0138_MARKER: DB = BENCH MARK DISK
 GY0138_SETTING: 66 = SET IN ROCK OUTCROP
 GY0138_SP_SET: CLIFF
 GY0138_STAMPING: T 47 1935
 GY0138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0138+STABILITY: POSITION/ELEVATION WELL
 GY0138
 GY0138  HISTORY     - Date     Condition        Report By
 GY0138  HISTORY     - 1935     MONUMENTED       CGS
 GY0138  HISTORY     - 1957     GOOD             NGS
 GY0138
 GY0138                          STATION DESCRIPTION
 GY0138
 GY0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0138'AT DEVON.
 GY0138'AT DEVON, ALONG THE NORFOLK AND WESTERN RAILWAY, ABOUT 40 YARDS
 GY0138'SOUTHEAST OF THE EAST CORNER OF STATION, 60 1/2 FEET EAST OF A
 GY0138'MAIL CRANE, 23 FEET NORTHEAST OF NORTHEAST RAIL, SET VERTICALLY
 GY0138'IN FACE OF A SANDSTONE CLIFF, 3 1/2 FEET ABOVE GROUND AND ABOUT
 GY0138'1/2 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1617 ***********************************************************************
 GX1617  DESIGNATION -  T 48
 GX1617  PID         -  GX1617
 GX1617  STATE/COUNTY-  WV/MCDOWELL
 GX1617  USGS QUAD   -  IAEGER (1976)
 GX1617
 GX1617                         *CURRENT SURVEY CONTROL
 GX1617  ___________________________________________________________________
 GX1617* NAD 83(1986)-  37 27 30.     (N)    081 45 09.     (W)     SCALED    
 GX1617* NAVD 88     -       313.317  (meters)    1027.94   (feet)  ADJUSTED  
 GX1617  ___________________________________________________________________
 GX1617  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX1617  DYNAMIC HT  -         313.066 (meters)    1027.12  (feet)  COMP
 GX1617  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 GX1617
 GX1617  VERT ORDER  -  SECOND    CLASS 0
 GX1617
 GX1617.The horizontal coordinates were scaled from a topographic map and have
 GX1617.an estimated accuracy of +/- 6 seconds.
 GX1617
 GX1617.The orthometric height was determined by differential leveling
 GX1617.and adjusted by the National Geodetic Survey in June 1991..
 GX1617
 GX1617.The geoid height was determined by GEOID03.
 GX1617
 GX1617.The dynamic height is computed by dividing the NAVD 88
 GX1617.geopotential number by the normal gravity value computed on the
 GX1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1617.degrees latitude (g = 980.6199 gals.).
 GX1617
 GX1617.The modeled gravity was interpolated from observed gravity values.
 GX1617
 GX1617;                    North         East    Units  Estimated Accuracy
 GX1617;SPC WV S     -    51,140.      533,420.      MT  (+/- 180 meters Scaled)
 GX1617
 GX1617                          SUPERSEDED SURVEY CONTROL
 GX1617
 GX1617  NGVD 29 (??/??/92)  313.505  (m)         1028.56   (f) ADJ UNCH    2 0
 GX1617
 GX1617.Superseded values are not recommended for survey control.
 GX1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1617.See file dsdata.txt to determine how the superseded data were derived.
 GX1617
 GX1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB334459(NAD 83)
 GX1617_MARKER: DB = BENCH MARK DISK
 GX1617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1617_SP_SET: WINGWALL
 GX1617_STAMPING: T 48 1935
 GX1617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1617
 GX1617  HISTORY     - Date     Condition        Report By
 GX1617  HISTORY     - 1935     MONUMENTED       CGS
 GX1617
 GX1617                          STATION DESCRIPTION
 GX1617
 GX1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1617'AT WILMORE.
 GX1617'AT WILMORE, MCDOWELL COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GX1617'TWO RAILS NORTH OF THE STATION, AT BRIDGE 908, IN THE CENTER OF
 GX1617'THE TOP OF THE SOUTHEAST WING WALL, 9 FEET EAST OF THE EAST
 GX1617'RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.  A STANDARD
 GX1617'DISK, STAMPED T 48 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1292 ***********************************************************************
 GX1292  DESIGNATION -  T 49
 GX1292  PID         -  GX1292
 GX1292  STATE/COUNTY-  WV/MCDOWELL
 GX1292  USGS QUAD   -  KEYSTONE (1976)
 GX1292
 GX1292                         *CURRENT SURVEY CONTROL
 GX1292  ___________________________________________________________________
 GX1292* NAD 83(1986)-  37 24 53.     (N)    081 25 57.     (W)     SCALED    
 GX1292* NAVD 88     -       520.704  (meters)    1708.34   (feet)  ADJUSTED  
 GX1292  ___________________________________________________________________
 GX1292  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GX1292  DYNAMIC HT  -         520.259 (meters)    1706.88  (feet)  COMP
 GX1292  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 GX1292
 GX1292  VERT ORDER  -  SECOND    CLASS 0
 GX1292
 GX1292.The horizontal coordinates were scaled from a topographic map and have
 GX1292.an estimated accuracy of +/- 6 seconds.
 GX1292
 GX1292.The orthometric height was determined by differential leveling
 GX1292.and adjusted by the National Geodetic Survey in June 1991..
 GX1292
 GX1292.The geoid height was determined by GEOID03.
 GX1292
 GX1292.The dynamic height is computed by dividing the NAVD 88
 GX1292.geopotential number by the normal gravity value computed on the
 GX1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1292.degrees latitude (g = 980.6199 gals.).
 GX1292
 GX1292.The modeled gravity was interpolated from observed gravity values.
 GX1292
 GX1292;                    North         East    Units  Estimated Accuracy
 GX1292;SPC WV S     -    46,120.      561,710.      MT  (+/- 180 meters Scaled)
 GX1292
 GX1292                          SUPERSEDED SURVEY CONTROL
 GX1292
 GX1292  NGVD 29 (??/??/92)  520.844  (m)         1708.80   (f) ADJ UNCH    2 0
 GX1292
 GX1292.Superseded values are not recommended for survey control.
 GX1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1292.See file dsdata.txt to determine how the superseded data were derived.
 GX1292
 GX1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB617409(NAD 83)
 GX1292_MARKER: DB = BENCH MARK DISK
 GX1292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1292_SP_SET: BUILDING
 GX1292_STAMPING: T 49 1935
 GX1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1292
 GX1292  HISTORY     - Date     Condition        Report By
 GX1292  HISTORY     - 1935     MONUMENTED       CGS
 GX1292  HISTORY     - 1958     GOOD             NGS
 GX1292  HISTORY     - 1973     GOOD             NGS
 GX1292
 GX1292                          STATION DESCRIPTION
 GX1292
 GX1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1292'AT NORTH FORK.
 GX1292'AT NORTH FORK, 0.15 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN
 GX1292'RAILWAY FROM THE STATION, SET VERTICALLY IN THE SOUTHEAST FACE
 GX1292'OF THE EAST CORNER OF THE GRADE SCHOOL SECTION OF THE NORTH FORK
 GX1292'SCHOOL, 180 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 GX1292'TRACK, 2 1/2 FEET SOUTHWEST OF THE EAST CORNER, 39 FEET SOUTH OF
 GX1292'THE SOUTH CORNER OF THE GYMNASIUM, 4 FEET ABOVE THE GROUND, AND
 GX1292'ABOUT LEVEL WITH THE TRACK.
 GX1292
 GX1292                          STATION RECOVERY (1973)
 GX1292
 GX1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GX1292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2284 ***********************************************************************
 HX2284  DESIGNATION -  T 5
 HX2284  PID         -  HX2284
 HX2284  STATE/COUNTY-  WV/PUTNAM
 HX2284  USGS QUAD   -  WINFIELD (1989)
 HX2284
 HX2284                         *CURRENT SURVEY CONTROL
 HX2284  ___________________________________________________________________
 HX2284* NAD 83(1986)-  38 33 21.     (N)    081 57 44.     (W)     SCALED    
 HX2284* NAVD 88     -       174.948  (meters)     573.98   (feet)  ADJUSTED  
 HX2284  ___________________________________________________________________
 HX2284  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HX2284  DYNAMIC HT  -         174.831 (meters)     573.59  (feet)  COMP
 HX2284  MODELED GRAV-     979,958.5   (mgal)                       NAVD 88
 HX2284
 HX2284  VERT ORDER  -  FIRST     CLASS II
 HX2284
 HX2284.The horizontal coordinates were scaled from a topographic map and have
 HX2284.an estimated accuracy of +/- 6 seconds.
 HX2284
 HX2284.The orthometric height was determined by differential leveling
 HX2284.and adjusted by the National Geodetic Survey in June 1991..
 HX2284
 HX2284.The geoid height was determined by GEOID03.
 HX2284
 HX2284.The dynamic height is computed by dividing the NAVD 88
 HX2284.geopotential number by the normal gravity value computed on the
 HX2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2284.degrees latitude (g = 980.6199 gals.).
 HX2284
 HX2284.The modeled gravity was interpolated from observed gravity values.
 HX2284
 HX2284;                    North         East    Units  Estimated Accuracy
 HX2284;SPC WV S     -   173,120.      516,130.      MT  (+/- 180 meters Scaled)
 HX2284
 HX2284                          SUPERSEDED SURVEY CONTROL
 HX2284
 HX2284  NGVD 29 (??/??/92)  175.151  (m)          574.64   (f) ADJ UNCH    1 2
 HX2284
 HX2284.Superseded values are not recommended for survey control.
 HX2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2284.See file dsdata.txt to determine how the superseded data were derived.
 HX2284
 HX2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC161679(NAD 83)
 HX2284_MARKER: DB = BENCH MARK DISK
 HX2284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2284_SP_SET: FOUNDATION
 HX2284_STAMPING: T 5 1933
 HX2284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2284
 HX2284  HISTORY     - Date     Condition        Report By
 HX2284  HISTORY     - 1933     MONUMENTED       CGS
 HX2284  HISTORY     - 1956     GOOD             NGS
 HX2284  HISTORY     - 1976     GOOD             NGS
 HX2284
 HX2284                          STATION DESCRIPTION
 HX2284
 HX2284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2284'0.2 MI NW FROM RUMNER.
 HX2284'ABOUT 0.15 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX2284'THE STATION AT RUMNER, ABOUT 0.1 MILE NORTHWEST OF ROAD CROSSING
 HX2284'AT RUMNER, ABOUT MIDWAY BETWEEN TELEPHONE POLES NO. 95+22 AND
 HX2284'95+23, IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH FOUNDATION
 HX2284'OF A GROUP OF ABANDONED FOUNDATIONS (FORMERLY A WATER TOWER),
 HX2284'22 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK AND ABOUT LEVEL
 HX2284'WITH TRACK.
 HX2284
 HX2284                          STATION RECOVERY (1976)
 HX2284
 HX2284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0495 ***********************************************************************
 HY0495  DESIGNATION -  T 50
 HY0495  PID         -  HY0495
 HY0495  STATE/COUNTY-  WV/LINCOLN
 HY0495  USGS QUAD   -  BIG CREEK (1962)
 HY0495
 HY0495                         *CURRENT SURVEY CONTROL
 HY0495  ___________________________________________________________________
 HY0495* NAD 83(1986)-  38 01 14.     (N)    082 05 46.     (W)     SCALED    
 HY0495* NAVD 88     -       190.828  (meters)     626.07   (feet)  ADJUSTED  
 HY0495  ___________________________________________________________________
 HY0495  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HY0495  DYNAMIC HT  -         190.689 (meters)     625.62  (feet)  COMP
 HY0495  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 HY0495
 HY0495  VERT ORDER  -  SECOND    CLASS 0
 HY0495
 HY0495.The horizontal coordinates were scaled from a topographic map and have
 HY0495.an estimated accuracy of +/- 6 seconds.
 HY0495
 HY0495.The orthometric height was determined by differential leveling
 HY0495.and adjusted by the National Geodetic Survey in June 1991..
 HY0495
 HY0495.The geoid height was determined by GEOID03.
 HY0495
 HY0495.The dynamic height is computed by dividing the NAVD 88
 HY0495.geopotential number by the normal gravity value computed on the
 HY0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0495.degrees latitude (g = 980.6199 gals.).
 HY0495
 HY0495.The modeled gravity was interpolated from observed gravity values.
 HY0495
 HY0495;                    North         East    Units  Estimated Accuracy
 HY0495;SPC WV S     -   113,840.      503,760.      MT  (+/- 180 meters Scaled)
 HY0495
 HY0495                          SUPERSEDED SURVEY CONTROL
 HY0495
 HY0495  NGVD 29 (??/??/92)  191.040  (m)          626.77   (f) ADJ UNCH    2 0
 HY0495
 HY0495.Superseded values are not recommended for survey control.
 HY0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0495.See file dsdata.txt to determine how the superseded data were derived.
 HY0495
 HY0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC037086(NAD 83)
 HY0495_MARKER: DB = BENCH MARK DISK
 HY0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0495_STAMPING: T 50 1935
 HY0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0495+STABILITY: SURFACE MOTION
 HY0495
 HY0495  HISTORY     - Date     Condition        Report By
 HY0495  HISTORY     - 1935     MONUMENTED       CGS
 HY0495  HISTORY     - 1957     GOOD             NGS
 HY0495
 HY0495                          STATION DESCRIPTION
 HY0495
 HY0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0495'2 MI SE FROM HART.
 HY0495'ABOUT 2.0 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0495'FROM THE CROSSING OF STATE HIGHWAY 10 AT HART, ABOUT 0.65 MILE
 HY0495'SOUTHEAST OF STATION SIGN AT FERRELLSBURG, 137 YARDS NORTHWEST
 HY0495'OF MILE POST 46, 24.3 FEET NORTH-NORTHEAST OF NEAR RAIL OF NEAR
 HY0495'TRACK, 26 FEET SOUTH-SOUTHWEST OF CENTER LINE OF STATE HIGHWAY 10,
 HY0495'5 FEET SOUTH OF TELEPHONE POLE NO. 1850, ABOUT 78 YARDS SOUTHEAST
 HY0495'OF A ROAD CROSSING, 1 1/2 FEET NORTHWEST OF A CONCRETE WITNESS
 HY0495'POST, ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 HY0495'CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0533 ***********************************************************************
 HY0533  DESIGNATION -  T 51
 HY0533  PID         -  HY0533
 HY0533  STATE/COUNTY-  WV/CABELL
 HY0533  USGS QUAD   -  BARBOURSVILLE (1985)
 HY0533
 HY0533                         *CURRENT SURVEY CONTROL
 HY0533  ___________________________________________________________________
 HY0533* NAD 83(1986)-  38 24 21.     (N)    082 18 53.     (W)     SCALED    
 HY0533* NAVD 88     -       173.701  (meters)     569.88   (feet)  ADJUSTED  
 HY0533  ___________________________________________________________________
 HY0533  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 HY0533  DYNAMIC HT  -         173.584 (meters)     569.50  (feet)  COMP
 HY0533  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 HY0533
 HY0533  VERT ORDER  -  SECOND    CLASS 0
 HY0533
 HY0533.The horizontal coordinates were scaled from a topographic map and have
 HY0533.an estimated accuracy of +/- 6 seconds.
 HY0533
 HY0533.The orthometric height was determined by differential leveling
 HY0533.and adjusted by the National Geodetic Survey in June 1991..
 HY0533
 HY0533.The geoid height was determined by GEOID03.
 HY0533
 HY0533.The dynamic height is computed by dividing the NAVD 88
 HY0533.geopotential number by the normal gravity value computed on the
 HY0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0533.degrees latitude (g = 980.6199 gals.).
 HY0533
 HY0533.The modeled gravity was interpolated from observed gravity values.
 HY0533
 HY0533;                    North         East    Units  Estimated Accuracy
 HY0533;SPC WV S     -   156,850.      485,180.      MT  (+/- 180 meters Scaled)
 HY0533
 HY0533                          SUPERSEDED SURVEY CONTROL
 HY0533
 HY0533  NGVD 29 (??/??/92)  173.884  (m)          570.48   (f) ADJ UNCH    2 0
 HY0533
 HY0533.Superseded values are not recommended for survey control.
 HY0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0533.See file dsdata.txt to determine how the superseded data were derived.
 HY0533
 HY0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC852516(NAD 83)
 HY0533_MARKER: DB = BENCH MARK DISK
 HY0533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0533_SP_SET: BRIDGE
 HY0533_STAMPING: T 51 1935
 HY0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY0533+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2003
 HY0533
 HY0533  HISTORY     - Date     Condition        Report By
 HY0533  HISTORY     - 1935     MONUMENTED       CGS
 HY0533  HISTORY     - 20030502 GOOD             INDIV
 HY0533
 HY0533                          STATION DESCRIPTION
 HY0533
 HY0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0533'2 MI S FROM BARBOURSVILLE.
 HY0533'2.0 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY0533'STATION AT BARBOURSVILLE, CABELL COUNTY, 67 YARDS SOUTH OF
 HY0533'MILEPOST B 2, AT HIGHWAY UNDERPASS 20, IN THE WEST END OF THE
 HY0533'NORTH BRIDGE SEAT, 9 FEET WEST OF THE WEST RAIL, ABOUT 14 FEET
 HY0533'HIGHER THAN THE HIGHWAY, AND ABOUT 3-1/2 FEET LOWER THAN THE
 HY0533'TRACK.  A STANDARD DISK, STAMPED T 51 1935.
 HY0533
 HY0533                          STATION RECOVERY (2003)
 HY0533
 HY0533'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JDB)
 HY0533'THE STEEP SLOPE OF LOOSE BALLAST OVER THE EMBANKMENT MAKES REACHING
 HY0533'THIS MONUMENT DIFFICULT AND SOMEWHAT DANGEROUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0273 ***********************************************************************
 GY0273  DESIGNATION -  T 52
 GY0273  PID         -  GY0273
 GY0273  STATE/COUNTY-  WV/MINGO
 GY0273  USGS QUAD   -  DELBARTON (1976)
 GY0273
 GY0273                         *CURRENT SURVEY CONTROL
 GY0273  ___________________________________________________________________
 GY0273* NAD 83(1986)-  37 40 06.     (N)    082 08 04.     (W)     SCALED    
 GY0273* NAVD 88     -       283.236  (meters)     929.25   (feet)  ADJUSTED  
 GY0273  ___________________________________________________________________
 GY0273  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GY0273  DYNAMIC HT  -         283.025 (meters)     928.56  (feet)  COMP
 GY0273  MODELED GRAV-     979,876.7   (mgal)                       NAVD 88
 GY0273
 GY0273  VERT ORDER  -  SECOND    CLASS 0
 GY0273
 GY0273.The horizontal coordinates were scaled from a topographic map and have
 GY0273.an estimated accuracy of +/- 6 seconds.
 GY0273
 GY0273.The orthometric height was determined by differential leveling
 GY0273.and adjusted by the National Geodetic Survey in June 1991..
 GY0273
 GY0273.The geoid height was determined by GEOID03.
 GY0273
 GY0273.The dynamic height is computed by dividing the NAVD 88
 GY0273.geopotential number by the normal gravity value computed on the
 GY0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0273.degrees latitude (g = 980.6199 gals.).
 GY0273
 GY0273.The modeled gravity was interpolated from observed gravity values.
 GY0273
 GY0273;                    North         East    Units  Estimated Accuracy
 GY0273;SPC WV S     -    74,790.      499,920.      MT  (+/- 180 meters Scaled)
 GY0273
 GY0273                          SUPERSEDED SURVEY CONTROL
 GY0273
 GY0273  NGVD 29 (??/??/92)  283.459  (m)          929.98   (f) ADJ UNCH    2 0
 GY0273
 GY0273.Superseded values are not recommended for survey control.
 GY0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0273.See file dsdata.txt to determine how the superseded data were derived.
 GY0273
 GY0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB999696(NAD 83)
 GY0273_MARKER: DD = SURVEY DISK
 GY0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0273_STAMPING: T 52
 GY0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0273+STABILITY: SURFACE MOTION
 GY0273
 GY0273  HISTORY     - Date     Condition        Report By
 GY0273  HISTORY     - UNK      MONUMENTED       WVGS
 GY0273  HISTORY     - 1957     GOOD             NGS
 GY0273
 GY0273                          STATION DESCRIPTION
 GY0273
 GY0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0273'2 MI NE FROM TAYLORSVILLE.
 GY0273'ABOUT 2.05 MILES NORTHEAST ALONG U.S. HIGHWAYS 52 AND 119 FROM
 GY0273'THE JUNCTION OF RED JACKET ROAD AT TAYLORSVILLE, AT THE ELLEN
 GY0273'TILLER RESIDENCE, 24 FEET SOUTH OF CENTER LINE OF HIGHWAY, 15
 GY0273'FEET WEST OF CENTER LINE OF DRIVE, 48 FEET SOUTH OF POWER POLE
 GY0273'NO. 945-27, 5 FEET EAST OF A FENCE CORNER, 57 FEET EAST OF AN
 GY0273'18-INCH PEAR TREE, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET
 GY0273'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1704 ***********************************************************************
 HX1704  DESIGNATION -  T 6
 HX1704  PID         -  HX1704
 HX1704  STATE/COUNTY-  WV/WIRT
 HX1704  USGS QUAD   -  REEDY (1975)
 HX1704
 HX1704                         *CURRENT SURVEY CONTROL
 HX1704  ___________________________________________________________________
 HX1704* NAD 83(1986)-  38 58 07.     (N)    081 23 13.     (W)     SCALED    
 HX1704* NAVD 88     -       201.780  (meters)     662.01   (feet)  ADJUSTED  
 HX1704  ___________________________________________________________________
 HX1704  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HX1704  DYNAMIC HT  -         201.651 (meters)     661.58  (feet)  COMP
 HX1704  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 HX1704
 HX1704  VERT ORDER  -  SECOND    CLASS 0
 HX1704
 HX1704.The horizontal coordinates were scaled from a topographic map and have
 HX1704.an estimated accuracy of +/- 6 seconds.
 HX1704
 HX1704.The orthometric height was determined by differential leveling
 HX1704.and adjusted by the National Geodetic Survey in June 1991..
 HX1704
 HX1704.The geoid height was determined by GEOID03.
 HX1704
 HX1704.The dynamic height is computed by dividing the NAVD 88
 HX1704.geopotential number by the normal gravity value computed on the
 HX1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1704.degrees latitude (g = 980.6199 gals.).
 HX1704
 HX1704.The modeled gravity was interpolated from observed gravity values.
 HX1704
 HX1704;                    North         East    Units  Estimated Accuracy
 HX1704;SPC WV N     -    53,740.      436,480.      MT  (+/- 180 meters Scaled)
 HX1704
 HX1704                          SUPERSEDED SURVEY CONTROL
 HX1704
 HX1704  NGVD 29 (??/??/92)  201.937  (m)          662.52   (f) ADJ UNCH    2 0
 HX1704
 HX1704.Superseded values are not recommended for survey control.
 HX1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1704.See file dsdata.txt to determine how the superseded data were derived.
 HX1704
 HX1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD664133(NAD 83)
 HX1704_MARKER: DB = BENCH MARK DISK
 HX1704_SETTING: 80 = SET IN A BOULDER
 HX1704_SP_SET: BOULDER
 HX1704_STAMPING: T 6 1933
 HX1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1704+STABILITY: SURFACE MOTION
 HX1704
 HX1704  HISTORY     - Date     Condition        Report By
 HX1704  HISTORY     - 1933     MONUMENTED       CGS
 HX1704  HISTORY     - 1941     GOOD             NGS
 HX1704
 HX1704                          STATION DESCRIPTION
 HX1704
 HX1704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HX1704'1.9 MI N FROM LUCILLE.
 HX1704'1.9 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER LEE
 HX1704'RUN AT LUCILE, 94.0 FEET NORTH OF A CONCRETE CULVERT, 29.6 FEET
 HX1704'EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LARGE
 HX1704'SANDSTONE BOULDER, 7.0 FEET NORTHEAST OF A WHITE WOODEN POST
 HX1704'STENCILED U.S.B.M., AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.  A
 HX1704'STANDARD DISK, STAMPED T 6 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0375 ***********************************************************************
 JW0375  DESIGNATION -  T 60
 JW0375  PID         -  JW0375
 JW0375  STATE/COUNTY-  WV/HARDY
 JW0375  USGS QUAD   -  NEEDMORE (1970)
 JW0375
 JW0375                         *CURRENT SURVEY CONTROL
 JW0375  ___________________________________________________________________
 JW0375* NAD 83(1986)-  39 05 50.     (N)    078 51 29.     (W)     SCALED    
 JW0375* NAVD 88     -       586.962  (meters)    1925.72   (feet)  ADJUSTED  
 JW0375  ___________________________________________________________________
 JW0375  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JW0375  DYNAMIC HT  -         586.586 (meters)    1924.49  (feet)  COMP
 JW0375  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 JW0375
 JW0375  VERT ORDER  -  SECOND    CLASS 0
 JW0375
 JW0375.The horizontal coordinates were scaled from a topographic map and have
 JW0375.an estimated accuracy of +/- 6 seconds.
 JW0375
 JW0375.The orthometric height was determined by differential leveling
 JW0375.and adjusted by the National Geodetic Survey in June 1991..
 JW0375
 JW0375.The geoid height was determined by GEOID03.
 JW0375
 JW0375.The dynamic height is computed by dividing the NAVD 88
 JW0375.geopotential number by the normal gravity value computed on the
 JW0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0375.degrees latitude (g = 980.6199 gals.).
 JW0375
 JW0375.The modeled gravity was interpolated from observed gravity values.
 JW0375
 JW0375;                    North         East    Units  Estimated Accuracy
 JW0375;SPC WV N     -    66,500.      655,530.      MT  (+/- 180 meters Scaled)
 JW0375
 JW0375                          SUPERSEDED SURVEY CONTROL
 JW0375
 JW0375  NGVD 29 (??/??/92)  587.123  (m)         1926.25   (f) ADJ UNCH    2 0
 JW0375
 JW0375.Superseded values are not recommended for survey control.
 JW0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0375.See file dsdata.txt to determine how the superseded data were derived.
 JW0375
 JW0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD852297(NAD 83)
 JW0375_MARKER: DB = BENCH MARK DISK
 JW0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0375_SP_SET: CULVERT
 JW0375_STAMPING: T 60 1935
 JW0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0375
 JW0375  HISTORY     - Date     Condition        Report By
 JW0375  HISTORY     - 1935     MONUMENTED       CGS
 JW0375  HISTORY     - 1962     GOOD             NGS
 JW0375
 JW0375                          STATION DESCRIPTION
 JW0375
 JW0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JW0375'7.8 MI NE FROM MOOREFIELD.
 JW0375'7.8 MILES NORTHEAST ALONG FORMER STATE HIGHWAY 23 FROM THE
 JW0375'BALTIMORE AND OHIO RAILROAD STATION AT MOOREFIELD, HARDY COUNTY,
 JW0375'0.7 MILE WEST OF A STORE AND SERVICE STATION, AT A CONCRETE
 JW0375'CULVERT, IN THE TOP OF THE NORTHEAST END OF THE HEADWALL, AND 18
 JW0375'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 JW0375'DISK, STAMPED T 60 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1677 ***********************************************************************
 HW1677  DESIGNATION -  T 61
 HW1677  PID         -  HW1677
 HW1677  STATE/COUNTY-  WV/PENDLETON
 HW1677  USGS QUAD   -  PALO ALTO (1977)
 HW1677
 HW1677                         *CURRENT SURVEY CONTROL
 HW1677  ___________________________________________________________________
 HW1677* NAD 83(1986)-  38 29 30.     (N)    079 15 03.     (W)     SCALED    
 HW1677* NAVD 88     -       812.971  (meters)    2667.22   (feet)  ADJUSTED  
 HW1677  ___________________________________________________________________
 HW1677  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 HW1677  DYNAMIC HT  -         812.276 (meters)    2664.94  (feet)  COMP
 HW1677  MODELED GRAV-     979,747.5   (mgal)                       NAVD 88
 HW1677
 HW1677  VERT ORDER  -  SECOND    CLASS 0
 HW1677
 HW1677.The horizontal coordinates were scaled from a topographic map and have
 HW1677.an estimated accuracy of +/- 6 seconds.
 HW1677
 HW1677.The orthometric height was determined by differential leveling
 HW1677.and adjusted by the National Geodetic Survey in June 1991..
 HW1677
 HW1677.The geoid height was determined by GEOID03.
 HW1677
 HW1677.The dynamic height is computed by dividing the NAVD 88
 HW1677.geopotential number by the normal gravity value computed on the
 HW1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1677.degrees latitude (g = 980.6199 gals.).
 HW1677
 HW1677.The modeled gravity was interpolated from observed gravity values.
 HW1677
 HW1677;                    North         East    Units  Estimated Accuracy
 HW1677;SPC WV S     -   167,000.      752,580.      MT  (+/- 180 meters Scaled)
 HW1677
 HW1677                          SUPERSEDED SURVEY CONTROL
 HW1677
 HW1677  NGVD 29 (??/??/92)  812.996  (m)         2667.30   (f) ADJ UNCH    2 0
 HW1677
 HW1677.Superseded values are not recommended for survey control.
 HW1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1677.See file dsdata.txt to determine how the superseded data were derived.
 HW1677
 HW1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC525618(NAD 83)
 HW1677_MARKER: DB = BENCH MARK DISK
 HW1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1677_STAMPING: T 61 1935
 HW1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1677+STABILITY: SURFACE MOTION
 HW1677
 HW1677  HISTORY     - Date     Condition        Report By
 HW1677  HISTORY     - 1935     MONUMENTED       CGS
 HW1677  HISTORY     - 1961     GOOD             NGS
 HW1677
 HW1677                          STATION DESCRIPTION
 HW1677
 HW1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1677'5.5 MI SE FROM SUGAR GROVE.
 HW1677'5.5 MILES SOUTHEAST ALONG ROAD 25 FROM SUGAR GROVE, PENDLETON
 HW1677'COUNTY, NORTHWEST OF A SHARP ROAD CURVE ON THE TOP OF A RIDGE,
 HW1677'45 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 15 FEET
 HW1677'NORTHEAST OF A 16-INCH OAK TREE.  A STANDARD DISK, STAMPED T
 HW1677'61 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HW1677
 HW1677                          STATION RECOVERY (1961)
 HW1677
 HW1677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HW1677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1917 ***********************************************************************
 HX1917  DESIGNATION -  T 7
 HX1917  PID         -  HX1917
 HX1917  STATE/COUNTY-  WV/KANAWHA
 HX1917  USGS QUAD   -  BLUE CREEK (1995)
 HX1917
 HX1917                         *CURRENT SURVEY CONTROL
 HX1917  ___________________________________________________________________
 HX1917* NAD 83(1986)-  38 28 03.     (N)    081 23 58.     (W)     SCALED    
 HX1917* NAVD 88     -       189.982  (meters)     623.30   (feet)  ADJUSTED  
 HX1917  ___________________________________________________________________
 HX1917  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HX1917  DYNAMIC HT  -         189.851 (meters)     622.87  (feet)  COMP
 HX1917  MODELED GRAV-     979,933.9   (mgal)                       NAVD 88
 HX1917
 HX1917  VERT ORDER  -  SECOND    CLASS 0
 HX1917
 HX1917.The horizontal coordinates were scaled from a topographic map and have
 HX1917.an estimated accuracy of +/- 6 seconds.
 HX1917
 HX1917.The orthometric height was determined by differential leveling
 HX1917.and adjusted by the National Geodetic Survey in June 1991..
 HX1917
 HX1917.The geoid height was determined by GEOID03.
 HX1917
 HX1917.The dynamic height is computed by dividing the NAVD 88
 HX1917.geopotential number by the normal gravity value computed on the
 HX1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1917.degrees latitude (g = 980.6199 gals.).
 HX1917
 HX1917.The modeled gravity was interpolated from observed gravity values.
 HX1917
 HX1917;                    North         East    Units  Estimated Accuracy
 HX1917;SPC WV S     -   162,950.      565,140.      MT  (+/- 180 meters Scaled)
 HX1917
 HX1917                          SUPERSEDED SURVEY CONTROL
 HX1917
 HX1917  NGVD 29 (??/??/92)  190.166  (m)          623.90   (f) ADJ UNCH    2 0
 HX1917
 HX1917.Superseded values are not recommended for survey control.
 HX1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1917.See file dsdata.txt to determine how the superseded data were derived.
 HX1917
 HX1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC651577(NAD 83)
 HX1917_MARKER: DB = BENCH MARK DISK
 HX1917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1917_SP_SET: BUILDING
 HX1917_STAMPING: T 7 1933
 HX1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1917
 HX1917  HISTORY     - Date     Condition        Report By
 HX1917  HISTORY     - 1933     MONUMENTED       CGS
 HX1917  HISTORY     - 1956     POOR             NGS
 HX1917
 HX1917                          STATION DESCRIPTION
 HX1917
 HX1917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX1917'AT FALLING ROCK.
 HX1917'AT FALLING ROCK, ABOUT 90 YARDS SOUTHWEST ALONG THE BALTIMORE
 HX1917'AND OHIO RAILROAD FROM THE STATION, AT ELK REFINING COMPANY, SET
 HX1917'VERTICALLY IN THE NORTHEAST FACE OF A 2-STORY BRICK BUILDING OF
 HX1917'REFINING COMPANY, 54 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN
 HX1917'TRACK, 40.8 FEET SOUTHEAST OF SOUTHEAST RAIL OF A SIDE TRACK, 1
 HX1917'FOOT SOUTHEAST OF NORTH CORNER OF BUILDING, 2.2 FEET ABOVE
 HX1917'GROUND AND ABOUT 3 FEET ABOVE LEVEL OF TRACK.  NOTE-- OFFICIALS
 HX1917'OF THE REFINING COMPANY STATED THAT THEY CONTEMPLATE AN ADDITION
 HX1917'TO THE NORTHEAST SIDE OF THIS BUILDING IN WHICH CASE MARK WILL
 HX1917'BE DESTROYED.  BENCH MARK B 96 WAS SET IN REFINING COMPANY
 HX1917'BUILDING TO REPLACE THIS MARK IN THE EVENT IT IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1706 ***********************************************************************
 HX1706  DESIGNATION -  T 76
 HX1706  PID         -  HX1706
 HX1706  STATE/COUNTY-  WV/WIRT
 HX1706  USGS QUAD   -  REEDY (1975)
 HX1706
 HX1706                         *CURRENT SURVEY CONTROL
 HX1706  ___________________________________________________________________
 HX1706* NAD 83(1986)-  38 57 05.     (N)    081 23 35.     (W)     SCALED    
 HX1706* NAVD 88     -       202.624  (meters)     664.78   (feet)  ADJUSTED  
 HX1706  ___________________________________________________________________
 HX1706  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HX1706  DYNAMIC HT  -         202.494 (meters)     664.35  (feet)  COMP
 HX1706  MODELED GRAV-     979,980.4   (mgal)                       NAVD 88
 HX1706
 HX1706  VERT ORDER  -  SECOND    CLASS 0
 HX1706
 HX1706.The horizontal coordinates were scaled from a topographic map and have
 HX1706.an estimated accuracy of +/- 6 seconds.
 HX1706
 HX1706.The orthometric height was determined by differential leveling
 HX1706.and adjusted by the National Geodetic Survey in June 1991..
 HX1706
 HX1706.The geoid height was determined by GEOID03.
 HX1706
 HX1706.The dynamic height is computed by dividing the NAVD 88
 HX1706.geopotential number by the normal gravity value computed on the
 HX1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1706.degrees latitude (g = 980.6199 gals.).
 HX1706
 HX1706.The modeled gravity was interpolated from observed gravity values.
 HX1706
 HX1706;                    North         East    Units  Estimated Accuracy
 HX1706;SPC WV N     -    51,840.      435,910.      MT  (+/- 180 meters Scaled)
 HX1706
 HX1706                          SUPERSEDED SURVEY CONTROL
 HX1706
 HX1706  NGVD 29 (??/??/92)  202.781  (m)          665.29   (f) ADJ UNCH    2 0
 HX1706
 HX1706.Superseded values are not recommended for survey control.
 HX1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1706.See file dsdata.txt to determine how the superseded data were derived.
 HX1706
 HX1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD659114(NAD 83)
 HX1706_MARKER: DB = BENCH MARK DISK
 HX1706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1706_SP_SET: CULVERT
 HX1706_STAMPING: T 76 1941
 HX1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1706
 HX1706  HISTORY     - Date     Condition        Report By
 HX1706  HISTORY     - 1941     MONUMENTED       CGS
 HX1706
 HX1706                          STATION DESCRIPTION
 HX1706
 HX1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HX1706'0.6 MI N FROM LUCILE.
 HX1706'0.6 MILE NORTH ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER LEE
 HX1706'RUN AT LUCILE, ABOUT 175 FEET EAST OF A WHITE ROSE SERVICE
 HX1706'STATION, AT A CULVERT, IN THE TOP OF THE NORTH END OF THE EAST
 HX1706'CONCRETE HEADWALL, 21.0 FEET EAST OF THE CENTERLINE OF THE
 HX1706'HIGHWAY, AND 2.0 FEET WEST OF A WHITE WOODEN POST STENCILED
 HX1706'U.S.B.M.  A STANDARD DISK, STAMPED T 76 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0041 ***********************************************************************
 JW0041  DESIGNATION -  T 77
 JW0041  PID         -  JW0041
 JW0041  STATE/COUNTY-  WV/MORGAN
 JW0041  USGS QUAD   -  PAW PAW (1974)
 JW0041
 JW0041                         *CURRENT SURVEY CONTROL
 JW0041  ___________________________________________________________________
 JW0041* NAD 83(1986)-  39 34 43.     (N)    078 27 18.     (W)     SCALED    
 JW0041* NAVD 88     -       158.971  (meters)     521.56   (feet)  ADJUSTED  
 JW0041  ___________________________________________________________________
 JW0041  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JW0041  DYNAMIC HT  -         158.877 (meters)     521.25  (feet)  COMP
 JW0041  MODELED GRAV-     980,034.5   (mgal)                       NAVD 88
 JW0041
 JW0041  VERT ORDER  -  FIRST     CLASS II
 JW0041
 JW0041.The horizontal coordinates were scaled from a topographic map and have
 JW0041.an estimated accuracy of +/- 6 seconds.
 JW0041
 JW0041.The orthometric height was determined by differential leveling
 JW0041.and adjusted by the National Geodetic Survey in June 1991..
 JW0041
 JW0041.The geoid height was determined by GEOID03.
 JW0041
 JW0041.The dynamic height is computed by dividing the NAVD 88
 JW0041.geopotential number by the normal gravity value computed on the
 JW0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0041.degrees latitude (g = 980.6199 gals.).
 JW0041
 JW0041.The modeled gravity was interpolated from observed gravity values.
 JW0041
 JW0041;                    North         East    Units  Estimated Accuracy
 JW0041;SPC WV N     -   120,270.      689,780.      MT  (+/- 180 meters Scaled)
 JW0041
 JW0041                          SUPERSEDED SURVEY CONTROL
 JW0041
 JW0041  NGVD 29 (??/??/92)  159.172  (m)          522.22   (f) ADJ UNCH    1 2
 JW0041
 JW0041.Superseded values are not recommended for survey control.
 JW0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0041.See file dsdata.txt to determine how the superseded data were derived.
 JW0041
 JW0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD185840(NAD 83)
 JW0041_MARKER: DB = BENCH MARK DISK
 JW0041_SETTING: 80 = SET IN A BOULDER
 JW0041_SP_SET: BOULDER
 JW0041_STAMPING: T 77 1941
 JW0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0041+STABILITY: SURFACE MOTION
 JW0041
 JW0041  HISTORY     - Date     Condition        Report By
 JW0041  HISTORY     - 1941     MONUMENTED       CGS
 JW0041
 JW0041                          STATION DESCRIPTION
 JW0041
 JW0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0041'13 MI NE FROM OLDTOWN.
 JW0041'13.0 MILES NORTHEAST ALONG THE WESTERN MARYLAND RAILROAD FROM
 JW0041'THE STATION AT OLDTOWN, 33.3 FEET EAST OF MILE-POST NO. 138,
 JW0041'SET IN THE TOP OF A LARGE ROCK BOULDER, BETWEEN THE TRACK AND
 JW0041'A DEEP CUT, ABOUT 5 FEET BELOW THE TRACK LEVEL, 49.2 FEET
 JW0041'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK.  A STANDARD DISK
 JW0041'STAMPED T-77 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3170 ***********************************************************************
 JV3170  DESIGNATION -  T 78
 JV3170  PID         -  JV3170
 JV3170  STATE/COUNTY-  WV/JEFFERSON
 JV3170  USGS QUAD   -  ROUND HILL (1981)
 JV3170
 JV3170                         *CURRENT SURVEY CONTROL
 JV3170  ___________________________________________________________________
 JV3170* NAD 83(1986)-  39 13 27.     (N)    077 48 48.     (W)     SCALED    
 JV3170* NAVD 88     -       120.451  (meters)     395.18   (feet)  ADJUSTED  
 JV3170  ___________________________________________________________________
 JV3170  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JV3170  DYNAMIC HT  -         120.379 (meters)     394.94  (feet)  COMP
 JV3170  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 JV3170
 JV3170  VERT ORDER  -  SECOND    CLASS 0
 JV3170
 JV3170.The horizontal coordinates were scaled from a topographic map and have
 JV3170.an estimated accuracy of +/- 6 seconds.
 JV3170
 JV3170.The orthometric height was determined by differential leveling
 JV3170.and adjusted by the National Geodetic Survey in June 1991..
 JV3170
 JV3170.The geoid height was determined by GEOID03.
 JV3170
 JV3170.The dynamic height is computed by dividing the NAVD 88
 JV3170.geopotential number by the normal gravity value computed on the
 JV3170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3170.degrees latitude (g = 980.6199 gals.).
 JV3170
 JV3170.The modeled gravity was interpolated from observed gravity values.
 JV3170
 JV3170;                    North         East    Units  Estimated Accuracy
 JV3170;SPC WV N     -    81,760.      745,630.      MT  (+/- 180 meters Scaled)
 JV3170
 JV3170                          SUPERSEDED SURVEY CONTROL
 JV3170
 JV3170  NGVD 29 (??/??/??)  120.659  (m)          395.86   (f) ADJUSTED    2 0
 JV3170
 JV3170.Superseded values are not recommended for survey control.
 JV3170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3170.See file dsdata.txt to determine how the superseded data were derived.
 JV3170
 JV3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ571454(NAD 83)
 JV3170_MARKER: DB = BENCH MARK DISK
 JV3170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3170_SP_SET: CULVERT HEADWALL
 JV3170_STAMPING: T 78 1942
 JV3170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3170
 JV3170  HISTORY     - Date     Condition        Report By
 JV3170  HISTORY     - 1942     MONUMENTED       CGS
 JV3170
 JV3170                          STATION DESCRIPTION
 JV3170
 JV3170'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3170'5 MI SE FROM CHARLES TOWN.
 JV3170'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 JV3170'AT CHARLES TOWN, JEFFERSON COUNTY, THENCE ABOUT 2.1 MILES
 JV3170'SOUTHWEST ALONG AN OLD COUNTRY ROAD, IN THE EAST MASONRY HEAD
 JV3170'WALL OF AN 18-INCH METAL CULVERT, 52 FEET SOUTH OF THE CENTER
 JV3170'LINE OF A FARM LANE LEADING NORTHEAST, AND 11 FEET EAST OF THE
 JV3170'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED T 78 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0143 ***********************************************************************
 JX0143  DESIGNATION -  T 79
 JX0143  PID         -  JX0143
 JX0143  STATE/COUNTY-  WV/HARRISON
 JX0143  USGS QUAD   -  CLARKSBURG (1976)
 JX0143
 JX0143                         *CURRENT SURVEY CONTROL
 JX0143  ___________________________________________________________________
 JX0143* NAD 83(1986)-  39 17 00.     (N)    080 15 30.     (W)     SCALED    
 JX0143* NAVD 88     -       300.010  (meters)     984.28   (feet)  ADJUSTED  
 JX0143  ___________________________________________________________________
 JX0143  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JX0143  DYNAMIC HT  -         299.824 (meters)     983.67  (feet)  COMP
 JX0143  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 JX0143
 JX0143  VERT ORDER  -  FIRST     CLASS II
 JX0143
 JX0143.The horizontal coordinates were scaled from a topographic map and have
 JX0143.an estimated accuracy of +/- 6 seconds.
 JX0143
 JX0143.The orthometric height was determined by differential leveling
 JX0143.and adjusted by the National Geodetic Survey in June 1991..
 JX0143.WARNING-Repeat measurements at this control monument indicate possible
 JX0143.vertical movement.
 JX0143
 JX0143.The geoid height was determined by GEOID03.
 JX0143
 JX0143.The dynamic height is computed by dividing the NAVD 88
 JX0143.geopotential number by the normal gravity value computed on the
 JX0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0143.degrees latitude (g = 980.6199 gals.).
 JX0143
 JX0143.The modeled gravity was interpolated from observed gravity values.
 JX0143
 JX0143;                    North         East    Units  Estimated Accuracy
 JX0143;SPC WV N     -    87,240.      534,580.      MT  (+/- 180 meters Scaled)
 JX0143
 JX0143                          SUPERSEDED SURVEY CONTROL
 JX0143
 JX0143  NGVD 29 (??/??/92)  300.218  (m)          984.97   (f) ADJ UNCH    1 2
 JX0143
 JX0143.Superseded values are not recommended for survey control.
 JX0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0143.See file dsdata.txt to determine how the superseded data were derived.
 JX0143
 JX0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND639484(NAD 83)
 JX0143_MARKER: DB = BENCH MARK DISK
 JX0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0143_SP_SET: BRIDGE
 JX0143_STAMPING: T 79 1943
 JX0143_MARK LOGO: CGS   
 JX0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0143
 JX0143  HISTORY     - Date     Condition        Report By
 JX0143  HISTORY     - 1943     MONUMENTED       CGS
 JX0143  HISTORY     - 1953     GOOD             NGS
 JX0143  HISTORY     - 1969     GOOD             NGS
 JX0143  HISTORY     - 1983     GOOD             NGS
 JX0143
 JX0143                          STATION DESCRIPTION
 JX0143
 JX0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JX0143'AT BRIDGEPORT.
 JX0143'AT BRIDGEPORT, HARRISON COUNTY, 0.1 MILE WEST ALONG THE
 JX0143'BALTIMORE AND OHIO RAILROAD FROM THE STATION, ACROSS THE TRACKS
 JX0143'FROM POLE 297+35, AT BRIDGE 7, IN THE TOP OF THE SOUTHWEST
 JX0143'WINGWALL, JUST OUTSIDE OF AND 3.5 FEET EAST OF THE WEST END OF
 JX0143'THE SOUTH HEADWALL, 10 FEET SOUTH OF THE CENTERLINE OF THE EAST
 JX0143'BOUND TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 JX0143'STAMPED T 79 1943.
 JX0143
 JX0143                          STATION RECOVERY (1969)
 JX0143
 JX0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JX0143'RECOVERED IN GOOD CONDITION.
 JX0143
 JX0143                          STATION RECOVERY (1983)
 JX0143
 JX0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0143'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN BRIDGEPORT,
 JX0143'AT RAILROAD BRIDGE NUMBER 7 OVER DAVISSON RUN, IN THE SOUTHWEST
 JX0143'WINGWALL, 3.0 METERS (10.0 FT) SOUTH OF THE CENTER OF THE TRACKS.
 JX0143'THE MARK IS 0.91 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1458 ***********************************************************************
 HX1458  DESIGNATION -  T 8
 HX1458  PID         -  HX1458
 HX1458  STATE/COUNTY-  WV/GILMER
 HX1458  USGS QUAD   -  GLENVILLE (1976)
 HX1458
 HX1458                         *CURRENT SURVEY CONTROL
 HX1458  ___________________________________________________________________
 HX1458* NAD 83(1986)-  38 56 03.     (N)    080 50 18.     (W)     SCALED    
 HX1458* NAVD 88     -       222.049  (meters)     728.51   (feet)  ADJUSTED  
 HX1458  ___________________________________________________________________
 HX1458  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HX1458  DYNAMIC HT  -         221.906 (meters)     728.04  (feet)  COMP
 HX1458  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 HX1458
 HX1458  VERT ORDER  -  SECOND    CLASS 0
 HX1458
 HX1458.The horizontal coordinates were scaled from a topographic map and have
 HX1458.an estimated accuracy of +/- 6 seconds.
 HX1458
 HX1458.The orthometric height was determined by differential leveling
 HX1458.and adjusted by the National Geodetic Survey in June 1991..
 HX1458
 HX1458.The geoid height was determined by GEOID03.
 HX1458
 HX1458.The dynamic height is computed by dividing the NAVD 88
 HX1458.geopotential number by the normal gravity value computed on the
 HX1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1458.degrees latitude (g = 980.6199 gals.).
 HX1458
 HX1458.The modeled gravity was interpolated from observed gravity values.
 HX1458
 HX1458;                    North         East    Units  Estimated Accuracy
 HX1458;SPC WV S     -   214,690.      614,020.      MT  (+/- 180 meters Scaled)
 HX1458
 HX1458                          SUPERSEDED SURVEY CONTROL
 HX1458
 HX1458  NGVD 29 (??/??/92)  222.216  (m)          729.05   (f) ADJ UNCH    2 0
 HX1458
 HX1458.Superseded values are not recommended for survey control.
 HX1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1458.See file dsdata.txt to determine how the superseded data were derived.
 HX1458
 HX1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND140094(NAD 83)
 HX1458_MARKER: DB = BENCH MARK DISK
 HX1458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1458_SP_SET: BRIDGE SEAT
 HX1458_STAMPING: T 8 1933
 HX1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1458
 HX1458  HISTORY     - Date     Condition        Report By
 HX1458  HISTORY     - 1933     MONUMENTED       CGS
 HX1458
 HX1458                          STATION DESCRIPTION
 HX1458
 HX1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1458'AT GLENVILLE.
 HX1458'AT GLENVILLE, GILMER COUNTY, ON U.S. HIGHWAY 33, AT THE STEEL
 HX1458'BRIDGE OVER LITTLE KANAWHA RIVER, IN THE TOP OF THE NORTH END
 HX1458'OF THE NORTHEAST BRIDGE SEAT, 5 YARDS NORTHWEST OF THE
 HX1458'CENTERLINE OF THE HIGHWAY, AND 4.5 FEET LOWER THAN THE HIGHWAY.
 HX1458'A STANDARD DISK, STAMPED T 8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0251 ***********************************************************************
 JX0251  DESIGNATION -  T 80
 JX0251  PID         -  JX0251
 JX0251  STATE/COUNTY-  WV/DODDRIDGE
 JX0251  USGS QUAD   -  SMITHBURG (1976)
 JX0251
 JX0251                         *CURRENT SURVEY CONTROL
 JX0251  ___________________________________________________________________
 JX0251* NAD 83(1986)-  39 16 29.     (N)    080 37 33.     (W)     SCALED    
 JX0251* NAVD 88     -       283.218  (meters)     929.19   (feet)  POSTED    
 JX0251  ___________________________________________________________________
 JX0251  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JX0251  DYNAMIC HT  -         283.040 (meters)     928.61  (feet)  COMP
 JX0251  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 JX0251
 JX0251  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0251
 JX0251.The horizontal coordinates were scaled from a topographic map and have
 JX0251.an estimated accuracy of +/- 6 seconds.
 JX0251
 JX0251.The orthometric height was determined by differential leveling
 JX0251.and adjusted by the National Geodetic Survey in 1992..
 JX0251.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0251.rate of 0.0 thru 1.0 mm/km.
 JX0251
 JX0251.The geoid height was determined by GEOID03.
 JX0251
 JX0251.The dynamic height is computed by dividing the NAVD 88
 JX0251.geopotential number by the normal gravity value computed on the
 JX0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0251.degrees latitude (g = 980.6199 gals.).
 JX0251
 JX0251.The modeled gravity was interpolated from observed gravity values.
 JX0251
 JX0251;                    North         East    Units  Estimated Accuracy
 JX0251;SPC WV N     -    86,620.      502,860.      MT  (+/- 180 meters Scaled)
 JX0251
 JX0251                          SUPERSEDED SURVEY CONTROL
 JX0251
 JX0251  NGVD 29 (??/??/92)  283.367  (m)          929.68   (f) ADJ UNCH    1 2
 JX0251
 JX0251.Superseded values are not recommended for survey control.
 JX0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0251.See file dsdata.txt to determine how the superseded data were derived.
 JX0251
 JX0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND322473(NAD 83)
 JX0251_MARKER: DB = BENCH MARK DISK
 JX0251_SETTING: 66 = SET IN ROCK OUTCROP
 JX0251_SP_SET: OUTCROP
 JX0251_STAMPING: T 80 1943
 JX0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0251+STABILITY: POSITION/ELEVATION WELL
 JX0251
 JX0251  HISTORY     - Date     Condition        Report By
 JX0251  HISTORY     - 1943     MONUMENTED       CGS
 JX0251
 JX0251                          STATION DESCRIPTION
 JX0251
 JX0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0251'1.6 MI E FROM LONG RUN.
 JX0251'1.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0251'STATION AT LONG RUN, DODDRIDGE COUNTY, 21.5 FEET EAST OF THE
 JX0251'FIRST POLE EAST OF POLE 319+30, 13.7 FEET SOUTH OF THE CENTERLINE
 JX0251'OF THE TRACK, IN THE FACE OF A ROCK OUTCROP, AND 3 FEET HIGHER
 JX0251'THAN THE TRACK.  A STANDARD DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0284 ***********************************************************************
 JX0284  DESIGNATION -  T 81
 JX0284  PID         -  JX0284
 JX0284  STATE/COUNTY-  WV/RITCHIE
 JX0284  USGS QUAD   -  PENNSBORO (1987)
 JX0284
 JX0284                         *CURRENT SURVEY CONTROL
 JX0284  ___________________________________________________________________
 JX0284* NAD 83(1986)-  39 16 47.     (N)    080 57 32.     (W)     SCALED    
 JX0284* NAVD 88     -       272.402  (meters)     893.71   (feet)  ADJUSTED  
 JX0284  ___________________________________________________________________
 JX0284  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX0284  DYNAMIC HT  -         272.232 (meters)     893.15  (feet)  COMP
 JX0284  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 JX0284
 JX0284  VERT ORDER  -  FIRST     CLASS II
 JX0284
 JX0284.The horizontal coordinates were scaled from a topographic map and have
 JX0284.an estimated accuracy of +/- 6 seconds.
 JX0284
 JX0284.The orthometric height was determined by differential leveling
 JX0284.and adjusted by the National Geodetic Survey in June 1991..
 JX0284.WARNING-Repeat measurements at this control monument indicate possible
 JX0284.vertical movement.
 JX0284
 JX0284.The geoid height was determined by GEOID03.
 JX0284
 JX0284.The dynamic height is computed by dividing the NAVD 88
 JX0284.geopotential number by the normal gravity value computed on the
 JX0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0284.degrees latitude (g = 980.6199 gals.).
 JX0284
 JX0284.The modeled gravity was interpolated from observed gravity values.
 JX0284
 JX0284;                    North         East    Units  Estimated Accuracy
 JX0284;SPC WV N     -    87,580.      474,130.      MT  (+/- 180 meters Scaled)
 JX0284
 JX0284                          SUPERSEDED SURVEY CONTROL
 JX0284
 JX0284  NGVD 29 (??/??/92)  272.566  (m)          894.24   (f) ADJ UNCH    1 2
 JX0284
 JX0284.Superseded values are not recommended for survey control.
 JX0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0284.See file dsdata.txt to determine how the superseded data were derived.
 JX0284
 JX0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND035478(NAD 83)
 JX0284_MARKER: DB = BENCH MARK DISK
 JX0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0284_SP_SET: CULVERT
 JX0284_STAMPING: T 81 1943
 JX0284_MARK LOGO: CGS   
 JX0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JX0284+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 JX0284
 JX0284  HISTORY     - Date     Condition        Report By
 JX0284  HISTORY     - 1943     MONUMENTED       CGS
 JX0284  HISTORY     - 1957     GOOD             NGS
 JX0284  HISTORY     - 1983     GOOD             NGS
 JX0284  HISTORY     - 20040831 GOOD             JCLS
 JX0284
 JX0284                          STATION DESCRIPTION
 JX0284
 JX0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0284'0.6 MI SE FROM PENNSBORO.
 JX0284'ABOUT 0.65 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0284'FROM THE STATION AT PENNSBORO, IN THE TOP OF THE NORTHWEST END
 JX0284'OF NORTHEAST CONCRETE HEAD WALL OF A 36-INCH METAL PIPE
 JX0284'CULVERT UNDER TRACK, ABOUT 100 FEET SOUTHEAST OF CENTER OF
 JX0284'CROSSING OF MYLES AVENUE, 10 1/4 FEET NORTHEAST OF NORTHEAST
 JX0284'RAIL, 43 FEET SOUTHEAST OF TELEPHONE POLE NO. 341+20, AND ABOUT
 JX0284'LEVEL WITH TRACK.
 JX0284
 JX0284                          STATION RECOVERY (1983)
 JX0284
 JX0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0284'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN PENNSBORO,
 JX0284'1.0 KM (0.65 MI) EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0284'RAILROAD STATION TO THE MARK ON THE LEFT IN TOP OF A HEADWALL,
 JX0284'3.0 METERS (10.0 FT) NORTHEAST OF THE NORTHEAST RAIL, 30.4 METERS
 JX0284'(100.0 FT) SOUTHEAST OF THE CENTER OF THE REED STREET CROSSING,
 JX0284'13.1 METERS (43.0 FT) SOUTHEAST OF TELEPHONE POLE 341+20.
 JX0284'THE MARK IS 0.30 M BELOW RAILROAD.
 JX0284
 JX0284                          STATION RECOVERY (2004)
 JX0284
 JX0284'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (FJO)
 JX0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0956 ***********************************************************************
 JX0956  DESIGNATION -  T 82
 JX0956  PID         -  JX0956
 JX0956  STATE/COUNTY-  WV/RITCHIE
 JX0956  USGS QUAD   -  CAIRO (1986)
 JX0956
 JX0956                         *CURRENT SURVEY CONTROL
 JX0956  ___________________________________________________________________
 JX0956* NAD 83(1986)-  39 11 57.     (N)    081 13 51.     (W)     SCALED    
 JX0956* NAVD 88     -       235.052  (meters)     771.17   (feet)  ADJUSTED  
 JX0956  ___________________________________________________________________
 JX0956  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JX0956  DYNAMIC HT  -         234.906 (meters)     770.69  (feet)  COMP
 JX0956  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 JX0956
 JX0956  VERT ORDER  -  FIRST     CLASS II
 JX0956
 JX0956.The horizontal coordinates were scaled from a topographic map and have
 JX0956.an estimated accuracy of +/- 6 seconds.
 JX0956
 JX0956.The orthometric height was determined by differential leveling
 JX0956.and adjusted by the National Geodetic Survey in June 1991..
 JX0956
 JX0956.The geoid height was determined by GEOID03.
 JX0956
 JX0956.The dynamic height is computed by dividing the NAVD 88
 JX0956.geopotential number by the normal gravity value computed on the
 JX0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0956.degrees latitude (g = 980.6199 gals.).
 JX0956
 JX0956.The modeled gravity was interpolated from observed gravity values.
 JX0956
 JX0956;                    North         East    Units  Estimated Accuracy
 JX0956;SPC WV N     -    79,060.      450,500.      MT  (+/- 180 meters Scaled)
 JX0956
 JX0956                          SUPERSEDED SURVEY CONTROL
 JX0956
 JX0956  NGVD 29 (??/??/92)  235.229  (m)          771.75   (f) ADJ UNCH    1 2
 JX0956
 JX0956.Superseded values are not recommended for survey control.
 JX0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0956.See file dsdata.txt to determine how the superseded data were derived.
 JX0956
 JX0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD800389(NAD 83)
 JX0956_MARKER: DB = BENCH MARK DISK
 JX0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0956_SP_SET: SIGNAL BASE
 JX0956_STAMPING: T 82 1943
 JX0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0956
 JX0956  HISTORY     - Date     Condition        Report By
 JX0956  HISTORY     - 1943     MONUMENTED       CGS
 JX0956
 JX0956                          STATION DESCRIPTION
 JX0956
 JX0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0956'2.4 MI E FROM PETROLEUM.
 JX0956'2.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0956'STATION AT PETROLEUM, RITCHIE COUNTY, AT POLE 359+10, AT SIGNAL
 JX0956'W 359-13, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 JX0956'BASE, 10 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND LEVEL
 JX0956'WITH THE TRACK.  A STANDARD DISK, STAMPED T 82 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1198 ***********************************************************************
 JX1198  DESIGNATION -  T 83
 JX1198  PID         -  JX1198
 JX1198  STATE/COUNTY-  WV/WOOD
 JX1198  USGS QUAD   -  PARKERSBURG (1994)
 JX1198
 JX1198                         *CURRENT SURVEY CONTROL
 JX1198  ___________________________________________________________________
 JX1198* NAD 83(1986)-  39 15 14.     (N)    081 31 46.     (W)     SCALED    
 JX1198* NAVD 88     -       186.789  (meters)     612.82   (feet)  ADJUSTED  
 JX1198  ___________________________________________________________________
 JX1198  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JX1198  DYNAMIC HT  -         186.672 (meters)     612.44  (feet)  COMP
 JX1198  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 JX1198
 JX1198  VERT ORDER  -  FIRST     CLASS II
 JX1198
 JX1198.The horizontal coordinates were scaled from a topographic map and have
 JX1198.an estimated accuracy of +/- 6 seconds.
 JX1198
 JX1198.The orthometric height was determined by differential leveling
 JX1198.and adjusted by the National Geodetic Survey in June 1991..
 JX1198
 JX1198.The geoid height was determined by GEOID03.
 JX1198
 JX1198.The dynamic height is computed by dividing the NAVD 88
 JX1198.geopotential number by the normal gravity value computed on the
 JX1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1198.degrees latitude (g = 980.6199 gals.).
 JX1198
 JX1198.The modeled gravity was interpolated from observed gravity values.
 JX1198
 JX1198;                    North         East    Units  Estimated Accuracy
 JX1198;SPC WV N     -    85,670.      424,850.      MT  (+/- 180 meters Scaled)
 JX1198
 JX1198                          SUPERSEDED SURVEY CONTROL
 JX1198
 JX1198  NGVD 29 (??/??/92)  186.977  (m)          613.44   (f) ADJ UNCH    1 2
 JX1198
 JX1198.Superseded values are not recommended for survey control.
 JX1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1198.See file dsdata.txt to determine how the superseded data were derived.
 JX1198
 JX1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD543450(NAD 83)
 JX1198_MARKER: DB = BENCH MARK DISK
 JX1198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1198_SP_SET: SIGNAL BASE
 JX1198_STAMPING: T 83 1943
 JX1198_MARK LOGO: CGS   
 JX1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1198
 JX1198  HISTORY     - Date     Condition        Report By
 JX1198  HISTORY     - 1943     MONUMENTED       CGS
 JX1198  HISTORY     - 1956     GOOD             NGS
 JX1198  HISTORY     - 1963     GOOD             NGS
 JX1198  HISTORY     - 1976     GOOD             NGS
 JX1198  HISTORY     - 1983     GOOD             NGS
 JX1198
 JX1198                          STATION DESCRIPTION
 JX1198
 JX1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1198'1.7 MI E FROM PARKERSBURG.
 JX1198'1.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1198'STATION AT PARKERSBURG, WOOD COUNTY, ACROSS THE TRACK FROM THE
 JX1198'FOURTH POLE EAST OF POLE 381/40, 25 FEET SOUTH OF THE CENTERLINE
 JX1198'OF STATE HIGHWAY 47, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 JX1198'CONCRETE BASE OF A SIGNAL, 14 FEET NORTH OF THE CENTERLINE OF
 JX1198'THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 JX1198'T 83 1943.
 JX1198
 JX1198                          STATION RECOVERY (1963)
 JX1198
 JX1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1198'RECOVERED IN GOOD CONDITION.
 JX1198
 JX1198                          STATION RECOVERY (1976)
 JX1198
 JX1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1198'RECOVERED IN GOOD CONDITION.
 JX1198
 JX1198                          STATION RECOVERY (1983)
 JX1198
 JX1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1198'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  2.7 KM
 JX1198'(1.7 MI) SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1198'CROSSING OF GREEN STREET IN PARKERSBURG, TO THE MARK ON THE LEFT, IN
 JX1198'THE BASE OF AN OLD SIGNAL (SIGNAL HAS BEEN REMOVED), 4.2 METERS
 JX1198'(14.0 FT) NORTH OF THE CENTER OF THE RAILROAD, 7.6 METERS (25.0 FT)
 JX1198'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 47, 1.0 METER (3.5 FT)
 JX1198'SOUTHEAST OF A SIGNAL.
 JX1198'THE MARK IS 0.30 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0429 ***********************************************************************
 HY0429  DESIGNATION -  T 84
 HY0429  PID         -  HY0429
 HY0429  STATE/COUNTY-  WV/MASON
 HY0429  USGS QUAD   -  CHESHIRE (1989)
 HY0429
 HY0429                         *CURRENT SURVEY CONTROL
 HY0429  ___________________________________________________________________
 HY0429* NAD 83(1986)-  38 58 49.     (N)    082 04 20.     (W)     SCALED    
 HY0429* NAVD 88     -       173.708  (meters)     569.91   (feet)  ADJUSTED  
 HY0429  ___________________________________________________________________
 HY0429  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HY0429  DYNAMIC HT  -         173.599 (meters)     569.55  (feet)  COMP
 HY0429  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 HY0429
 HY0429  VERT ORDER  -  FIRST     CLASS II
 HY0429
 HY0429.The horizontal coordinates were scaled from a topographic map and have
 HY0429.an estimated accuracy of +/- 6 seconds.
 HY0429
 HY0429.The orthometric height was determined by differential leveling
 HY0429.and adjusted by the National Geodetic Survey in June 1991..
 HY0429
 HY0429.The geoid height was determined by GEOID03.
 HY0429
 HY0429.The dynamic height is computed by dividing the NAVD 88
 HY0429.geopotential number by the normal gravity value computed on the
 HY0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0429.degrees latitude (g = 980.6199 gals.).
 HY0429
 HY0429.The modeled gravity was interpolated from observed gravity values.
 HY0429
 HY0429;                    North         East    Units  Estimated Accuracy
 HY0429;SPC WV S     -   220,340.      507,090.      MT  (+/- 180 meters Scaled)
 HY0429
 HY0429                          SUPERSEDED SURVEY CONTROL
 HY0429
 HY0429  NGVD 29 (??/??/92)  174.044  (m)          571.01   (f) ADJ UNCH    1 2
 HY0429
 HY0429.Superseded values are not recommended for survey control.
 HY0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0429.See file dsdata.txt to determine how the superseded data were derived.
 HY0429
 HY0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD071151(NAD 83)
 HY0429_MARKER: DB = BENCH MARK DISK
 HY0429_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY0429_STAMPING: T 84 1943
 HY0429_MARK LOGO: CGS   
 HY0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0429+STABILITY: SURFACE MOTION
 HY0429
 HY0429  HISTORY     - Date     Condition        Report By
 HY0429  HISTORY     - 1943     MONUMENTED       CGS
 HY0429  HISTORY     - 1984     GOOD             NGS
 HY0429
 HY0429                          STATION DESCRIPTION
 HY0429
 HY0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HY0429'3.9 MI SW FROM MASON CITY.
 HY0429'3.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0429'THE STATION AT MASON CITY, MASON COUNTY, 4 POLES EAST OF POLE
 HY0429'161+20, IN THE TOP OF THE NORTHWEST CORNER OF A 2- BY 2-1/2-FOOT
 HY0429'CONCRETE DROP INLET TO A CULVERT, 14.5 FEET SOUTH OF THE
 HY0429'CENTERLINE OF THE TRACK, 29.6 FEET NORTH OF THE CENTERLINE OF
 HY0429'STATE HIGHWAY 62, 2.5 FEET NORTH OF THE NORTH SIDE OF A LARGE
 HY0429'CONCRETE HIGHWAY RETAINING WALL, AND ABOUT ONE FOOT LOWER THAN
 HY0429'THE TRACK.  A STANDARD DISK, STAMPED T 84 1943.
 HY0429
 HY0429                          STATION RECOVERY (1984)
 HY0429
 HY0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0429'RECOVERED IN GOOD CONDITION, THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 HY0429'THE MILEAGE TO REACH IS INADEQUATE AS THE RAILROAD STATION HAS BEEN
 HY0429'RAZED, CHANGE TO 5.0 KM (3.1 MI) SOUTHWEST ALONG THE BALTIMORE AND
 HY0429'OHIO RAILROAD FROM THE U.S. HIGHWAY 33 BRIDGE OVER THE OHIO RIVER IN
 HY0429'MASON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0762 ***********************************************************************
 KY0762  DESIGNATION -  T 85
 KY0762  PID         -  KY0762
 KY0762  STATE/COUNTY-  WV/MARSHALL
 KY0762  USGS QUAD   -  WHEELING (1994)
 KY0762
 KY0762                         *CURRENT SURVEY CONTROL
 KY0762  ___________________________________________________________________
 KY0762* NAD 83(1986)-  40 00 36.     (N)    080 44 04.     (W)     SCALED    
 KY0762* NAVD 88     -       209.955  (meters)     688.83   (feet)  ADJUSTED  
 KY0762  ___________________________________________________________________
 KY0762  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0762  DYNAMIC HT  -         209.838 (meters)     688.44  (feet)  COMP
 KY0762  MODELED GRAV-     980,063.0   (mgal)                       NAVD 88
 KY0762
 KY0762  VERT ORDER  -  FIRST     CLASS II
 KY0762
 KY0762.The horizontal coordinates were scaled from a topographic map and have
 KY0762.an estimated accuracy of +/- 6 seconds.
 KY0762
 KY0762.The orthometric height was determined by differential leveling
 KY0762.and adjusted by the National Geodetic Survey in June 1991..
 KY0762
 KY0762.The geoid height was determined by GEOID03.
 KY0762
 KY0762.The dynamic height is computed by dividing the NAVD 88
 KY0762.geopotential number by the normal gravity value computed on the
 KY0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0762.degrees latitude (g = 980.6199 gals.).
 KY0762
 KY0762.The modeled gravity was interpolated from observed gravity values.
 KY0762
 KY0762;                    North         East    Units  Estimated Accuracy
 KY0762;SPC WV N     -   168,360.      494,610.      MT  (+/- 180 meters Scaled)
 KY0762
 KY0762                          SUPERSEDED SURVEY CONTROL
 KY0762
 KY0762  NGVD 29 (??/??/92)  210.119  (m)          689.37   (f) ADJ UNCH    1 2
 KY0762
 KY0762.Superseded values are not recommended for survey control.
 KY0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0762.See file dsdata.txt to determine how the superseded data were derived.
 KY0762
 KY0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE226289(NAD 83)
 KY0762_MARKER: DB = BENCH MARK DISK
 KY0762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0762_SP_SET: WALL
 KY0762_STAMPING: T 85 1943
 KY0762_MARK LOGO: CGS   
 KY0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0762
 KY0762  HISTORY     - Date     Condition        Report By
 KY0762  HISTORY     - 1943     MONUMENTED       CGS
 KY0762  HISTORY     - 1983     GOOD             NGS
 KY0762
 KY0762                          STATION DESCRIPTION
 KY0762
 KY0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY0762'AT BENWOOD JUNCTION.
 KY0762'AT BENWOOD JUNCTION, MARSHALL COUNTY, ABOUT 0.3 MILE NORTH OF
 KY0762'THE BALTIMORE AND OHIO RAILROAD STATION, 22 FEET SOUTH OF POLE
 KY0762'375+35, AT BRIDGE 100, IN THE TOP OF THE SOUTH END OF THE EAST
 KY0762'CONCRETE WALL, 9 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 KY0762'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED T 85 1943.
 KY0762
 KY0762                          STATION RECOVERY (1983)
 KY0762
 KY0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1075 ***********************************************************************
 GX1075  DESIGNATION -  T 86
 GX1075  PID         -  GX1075
 GX1075  STATE/COUNTY-  WV/RALEIGH
 GX1075  USGS QUAD   -  BECKLEY (1989)
 GX1075
 GX1075                         *CURRENT SURVEY CONTROL
 GX1075  ___________________________________________________________________
 GX1075* NAD 83(1986)-  37 47 55.     (N)    081 14 16.     (W)     SCALED    
 GX1075* NAVD 88     -       744.371  (meters)    2442.16   (feet)  ADJUSTED  
 GX1075  ___________________________________________________________________
 GX1075  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX1075  DYNAMIC HT  -         743.766 (meters)    2440.17  (feet)  COMP
 GX1075  MODELED GRAV-     979,792.1   (mgal)                       NAVD 88
 GX1075
 GX1075  VERT ORDER  -  SECOND    CLASS 0
 GX1075
 GX1075.The horizontal coordinates were scaled from a topographic map and have
 GX1075.an estimated accuracy of +/- 6 seconds.
 GX1075
 GX1075.The orthometric height was determined by differential leveling
 GX1075.and adjusted by the National Geodetic Survey in June 1991..
 GX1075
 GX1075.The geoid height was determined by GEOID03.
 GX1075
 GX1075.The dynamic height is computed by dividing the NAVD 88
 GX1075.geopotential number by the normal gravity value computed on the
 GX1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1075.degrees latitude (g = 980.6199 gals.).
 GX1075
 GX1075.The modeled gravity was interpolated from observed gravity values.
 GX1075
 GX1075;                    North         East    Units  Estimated Accuracy
 GX1075;SPC WV S     -    88,660.      579,060.      MT  (+/- 180 meters Scaled)
 GX1075
 GX1075                          SUPERSEDED SURVEY CONTROL
 GX1075
 GX1075  NGVD 29 (??/??/92)  744.531  (m)         2442.68   (f) ADJ UNCH    2 0
 GX1075
 GX1075.Superseded values are not recommended for survey control.
 GX1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1075.See file dsdata.txt to determine how the superseded data were derived.
 GX1075
 GX1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB790834(NAD 83)
 GX1075_MARKER: DB = BENCH MARK DISK
 GX1075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1075_SP_SET: CATCH BASIN
 GX1075_STAMPING: T 86 1960
 GX1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1075
 GX1075  HISTORY     - Date     Condition        Report By
 GX1075  HISTORY     - 1960     MONUMENTED       CGS
 GX1075
 GX1075                          STATION DESCRIPTION
 GX1075
 GX1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1075'1.7 MI NE FROM HARPER.
 GX1075'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE OVERPASS
 GX1075'OVER THE VIRGINIAN RAILWAY AT HARPER, 0.15 MILE NORTHEAST OF THE
 GX1075'BOTTOM OF GRADES AND THE T JUNCTION OF A BLACK TOP ROAD LEADING
 GX1075'SOUTH AND UPHILL, 17 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF
 GX1075'HIGHWAY AND ON THE INSIDE OF A CURVE, IN TOP OF THE EAST END OF
 GX1075'THE SOUTH WALL OF A 2-BY 3 1/2-FOOT BY 3-FOOT-DEEP CONCRETE
 GX1075'CATCH BASIN, THE SECOND CATCH BASIN NORTHEAST OF THE BOTTOM OF
 GX1075'HILL AND JUNCTION OF BLACK TOP ROAD LEADING SOUTH, AND ABOUT 1/2
 GX1075'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1121 ***********************************************************************
 GX1121  DESIGNATION -  T 87
 GX1121  PID         -  GX1121
 GX1121  STATE/COUNTY-  WV/SUMMERS
 GX1121  USGS QUAD   -  SHADY SPRING (1976)
 GX1121
 GX1121                         *CURRENT SURVEY CONTROL
 GX1121  ___________________________________________________________________
 GX1121* NAD 83(1986)-  37 40 39.     (N)    081 00 11.     (W)     SCALED    
 GX1121* NAVD 88     -       872.343  (meters)    2862.01   (feet)  ADJUSTED  
 GX1121  ___________________________________________________________________
 GX1121  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1121  DYNAMIC HT  -         871.609 (meters)    2859.60  (feet)  COMP
 GX1121  MODELED GRAV-     979,758.2   (mgal)                       NAVD 88
 GX1121
 GX1121  VERT ORDER  -  SECOND    CLASS 0
 GX1121
 GX1121.The horizontal coordinates were scaled from a topographic map and have
 GX1121.an estimated accuracy of +/- 6 seconds.
 GX1121
 GX1121.The orthometric height was determined by differential leveling
 GX1121.and adjusted by the National Geodetic Survey in June 1991..
 GX1121
 GX1121.The geoid height was determined by GEOID03.
 GX1121
 GX1121.The dynamic height is computed by dividing the NAVD 88
 GX1121.geopotential number by the normal gravity value computed on the
 GX1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1121.degrees latitude (g = 980.6199 gals.).
 GX1121
 GX1121.The modeled gravity was interpolated from observed gravity values.
 GX1121
 GX1121;                    North         East    Units  Estimated Accuracy
 GX1121;SPC WV S     -    75,200.      599,730.      MT  (+/- 180 meters Scaled)
 GX1121
 GX1121                          SUPERSEDED SURVEY CONTROL
 GX1121
 GX1121  NGVD 29 (??/??/92)  872.496  (m)         2862.51   (f) ADJ UNCH    2 0
 GX1121
 GX1121.Superseded values are not recommended for survey control.
 GX1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1121.See file dsdata.txt to determine how the superseded data were derived.
 GX1121
 GX1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB997700(NAD 83)
 GX1121_MARKER: DB = BENCH MARK DISK
 GX1121_SETTING: 66 = SET IN ROCK OUTCROP
 GX1121_SP_SET: ROCK
 GX1121_STAMPING: T 87 1960
 GX1121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1121+STABILITY: POSITION/ELEVATION WELL
 GX1121
 GX1121  HISTORY     - Date     Condition        Report By
 GX1121  HISTORY     - 1960     MONUMENTED       CGS
 GX1121
 GX1121                          STATION DESCRIPTION
 GX1121
 GX1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1121'2.5 MI W FROM JUMPING BRANCH.
 GX1121'ABOUT 2.5 MILES WEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 GX1121'AT JUMPING BRANCH, 0.25 MILE EAST OF THE TOP OF GRADE AND
 GX1121'SUMMERS-RALEIGH COUNTY LINE, 20 FEET NORTH OF THE CENTER LINE
 GX1121'OF THE HIGHWAY, 49 YARDS WEST OF THE NORTH END OF A CULVERT AT
 GX1121'HAIRPIN CURVE, 91 YARDS WEST-NORTHWEST AND UPHILL FROM THE
 GX1121'JUNCTION OF SMALL ROAD NO. 3/36 LEADING NORTH AND UPHILL, SET
 GX1121'VERTICALLY IN THE SOUTH FACE OF ROCK AT BOTTOM OF 20-FOOT-HIGH
 GX1121'ROCK CUT, 3 FEET ABOVE THE BOTTOM OF DITCH, AND ABOUT 2 1/2 FEET
 GX1121'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0207 ***********************************************************************
 JX0207  DESIGNATION -  T 9
 JX0207  PID         -  JX0207
 JX0207  STATE/COUNTY-  WV/HARRISON
 JX0207  USGS QUAD   -  CLARKSBURG (1976)
 JX0207
 JX0207                         *CURRENT SURVEY CONTROL
 JX0207  ___________________________________________________________________
 JX0207* NAD 83(1986)-  39 16 08.     (N)    080 21 21.     (W)     SCALED    
 JX0207* NAVD 88     -       286.717  (meters)     940.67   (feet)  ADJUSTED  
 JX0207  ___________________________________________________________________
 JX0207  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JX0207  DYNAMIC HT  -         286.538 (meters)     940.08  (feet)  COMP
 JX0207  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 JX0207
 JX0207  VERT ORDER  -  SECOND    CLASS 0
 JX0207
 JX0207.The horizontal coordinates were scaled from a topographic map and have
 JX0207.an estimated accuracy of +/- 6 seconds.
 JX0207
 JX0207.The orthometric height was determined by differential leveling
 JX0207.and adjusted by the National Geodetic Survey in June 1991..
 JX0207
 JX0207.The geoid height was determined by GEOID03.
 JX0207
 JX0207.The dynamic height is computed by dividing the NAVD 88
 JX0207.geopotential number by the normal gravity value computed on the
 JX0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0207.degrees latitude (g = 980.6199 gals.).
 JX0207
 JX0207.The modeled gravity was interpolated from observed gravity values.
 JX0207
 JX0207;                    North         East    Units  Estimated Accuracy
 JX0207;SPC WV N     -    85,710.      526,150.      MT  (+/- 180 meters Scaled)
 JX0207
 JX0207                          SUPERSEDED SURVEY CONTROL
 JX0207
 JX0207  NGVD 29 (??/??/92)  286.904  (m)          941.28   (f) ADJ UNCH    2 0
 JX0207
 JX0207.Superseded values are not recommended for survey control.
 JX0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0207.See file dsdata.txt to determine how the superseded data were derived.
 JX0207
 JX0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND555468(NAD 83)
 JX0207_MARKER: DB = BENCH MARK DISK
 JX0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0207_SP_SET: RETAINING WALL
 JX0207_STAMPING: T 9 1933
 JX0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0207
 JX0207  HISTORY     - Date     Condition        Report By
 JX0207  HISTORY     - 1933     MONUMENTED       CGS
 JX0207  HISTORY     - 1946     GOOD             NGS
 JX0207
 JX0207                          STATION DESCRIPTION
 JX0207
 JX0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JX0207'2.4 MI SW FROM CLARKSBURG.
 JX0207'2.4 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0207'THE STATION AT CLARKSBURG, HARRISON COUNTY, 860 FEET SOUTH
 JX0207'OF MILEPOST C 3, AT THE CLARKSBURG WATER PUMPING STATION, IN THE
 JX0207'TOP OF THE CONCRETE RETAINING WALL OF THE GAGE STATION YARD,
 JX0207'11 YARDS NORTH OF THE CENTERLINE OF THE TRACK, AND 10 FEET LOWER
 JX0207'THAN THE RAIL.  A STANDARD DISK, STAMPED T 9 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2281 ***********************************************************************
 JX2281  DESIGNATION -  T 9 RESET
 JX2281  PID         -  JX2281
 JX2281  STATE/COUNTY-  WV/HARRISON
 JX2281  USGS QUAD   -  CLARKSBURG (1976)
 JX2281
 JX2281                         *CURRENT SURVEY CONTROL
 JX2281  ___________________________________________________________________
 JX2281* NAD 83(1986)-  39 16 08.     (N)    080 21 21.     (W)     SCALED    
 JX2281* NAVD 88     -       286.74   (meters)     940.7    (feet)  RESET     
 JX2281  ___________________________________________________________________
 JX2281  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JX2281
 JX2281  VERT ORDER  -  THIRD
 JX2281
 JX2281.The horizontal coordinates were scaled from a topographic map and have
 JX2281.an estimated accuracy of +/- 6 seconds.
 JX2281
 JX2281.The orthometric height was computed from unverified reset data.
 JX2281.No vertical observational check was made to the station.
 JX2281
 JX2281.The geoid height was determined by GEOID03.
 JX2281
 JX2281;                    North         East    Units  Estimated Accuracy
 JX2281;SPC WV N     -    85,710.      526,150.      MT  (+/- 180 meters Scaled)
 JX2281
 JX2281                          SUPERSEDED SURVEY CONTROL
 JX2281
 JX2281  NGVD 29 (09/25/03)  286.92   (m)          941.3    (f) RESET       3  
 JX2281
 JX2281.Superseded values are not recommended for survey control.
 JX2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2281.See file dsdata.txt to determine how the superseded data were derived.
 JX2281
 JX2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND555468(NAD 83)
 JX2281_MARKER: DV = VERTICAL CONTROL DISK
 JX2281_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JX2281_SP_SET: WINGWALL
 JX2281_STAMPING: T 9 RESET 1986
 JX2281_MARK LOGO: NGS   
 JX2281_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2281
 JX2281  HISTORY     - Date     Condition        Report By
 JX2281  HISTORY     - 1986     MONUMENTED       LOCENG
 JX2281
 JX2281                          STATION DESCRIPTION
 JX2281
 JX2281'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1986
 JX2281'2.4 MILES (3.9 KM) SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILWAY
 JX2281'FROM CLARKSBURG, 860 FEET (262.1 M) SOUTH OF MILE POST C 3, AT
 JX2281'CLARKSBURG WATER PUMPING STATION, IN TOP OF WALL OF GAGE STATION
 JX2281'YARD, IN THE EAST END OF DAM WINGWALL OVER THE WEST FORK RIVER (MILE
 JX2281'32.97).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1252 ***********************************************************************
 JX1252  DESIGNATION -  T 91
 JX1252  PID         -  JX1252
 JX1252  STATE/COUNTY-  WV/WOOD
 JX1252  USGS QUAD   -  ROCKPORT (1975)
 JX1252
 JX1252                         *CURRENT SURVEY CONTROL
 JX1252  ___________________________________________________________________
 JX1252* NAD 83(1986)-  39 06 49.     (N)    081 31 31.     (W)     SCALED    
 JX1252* NAVD 88     -       322.605  (meters)    1058.41   (feet)  ADJUSTED  
 JX1252  ___________________________________________________________________
 JX1252  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JX1252  DYNAMIC HT  -         322.403 (meters)    1057.75  (feet)  COMP
 JX1252  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 JX1252
 JX1252  VERT ORDER  -  SECOND    CLASS 0
 JX1252
 JX1252.The horizontal coordinates were scaled from a topographic map and have
 JX1252.an estimated accuracy of +/- 6 seconds.
 JX1252
 JX1252.The orthometric height was determined by differential leveling
 JX1252.and adjusted by the National Geodetic Survey in June 1991..
 JX1252
 JX1252.The geoid height was determined by GEOID03.
 JX1252
 JX1252.The dynamic height is computed by dividing the NAVD 88
 JX1252.geopotential number by the normal gravity value computed on the
 JX1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1252.degrees latitude (g = 980.6199 gals.).
 JX1252
 JX1252.The modeled gravity was interpolated from observed gravity values.
 JX1252
 JX1252;                    North         East    Units  Estimated Accuracy
 JX1252;SPC WV N     -    70,100.      424,860.      MT  (+/- 180 meters Scaled)
 JX1252
 JX1252                          SUPERSEDED SURVEY CONTROL
 JX1252
 JX1252  NGVD 29 (??/??/92)  322.792  (m)         1059.03   (f) ADJ UNCH    2 0
 JX1252
 JX1252.Superseded values are not recommended for survey control.
 JX1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1252.See file dsdata.txt to determine how the superseded data were derived.
 JX1252
 JX1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD545295(NAD 83)
 JX1252_MARKER: DB = BENCH MARK DISK
 JX1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1252_STAMPING: T 91 1956
 JX1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1252+STABILITY: SURFACE MOTION
 JX1252
 JX1252  HISTORY     - Date     Condition        Report By
 JX1252  HISTORY     - 1956     MONUMENTED       CGS
 JX1252
 JX1252                          STATION DESCRIPTION
 JX1252
 JX1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1252'3.6 MI NE FROM ROCKPORT.
 JX1252'0.95 MILE NORTHEAST ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1252'ROCKPORT, THENCE ABOUT 0.8 MILE EAST AND NORTHEAST ALONG A GRAVEL
 JX1252'ROAD, THENCE ABOUT 1.8 MILES NORTH AND NORTHEAST ALONG A DIRT
 JX1252'ROAD, ABOUT 0.2 MILE SOUTH OF JUNCTION OF A ROAD SOUTHWEST AND
 JX1252'DOWN HILL, AT THE TOP OF A GRADE AND JUNCTION OF A DRIVE SOUTHEAST
 JX1252'AND UPHILL, 25 FEET EAST OF CENTER LINE OF ROAD, 12 FEET SOUTHWEST
 JX1252'OF CENTER LINE OF DRIVE, 41 FEET SOUTHEAST OF TOP OF GRADE, 3
 JX1252'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 JX1252'LEVEL OF TOP OF GRADE AND SET IN THE TOP OF A CONCRETE POST
 JX1252'PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE VALLEY
 JX1252'CHAPEL CHURCH AT CHESTERVILLE, WOOD COUNTY BY GOING ABOUT 2.7
 JX1252'MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.6
 JX1252'MILES SOUTHWEST ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2684 ***********************************************************************
 HX2684  DESIGNATION -  T 92
 HX2684  PID         -  HX2684
 HX2684  STATE/COUNTY-  WV/JACKSON
 HX2684  USGS QUAD   -  LIVERPOOL (1975)
 HX2684
 HX2684                         *CURRENT SURVEY CONTROL
 HX2684  ___________________________________________________________________
 HX2684* NAD 83(1986)-  38 56 44.     (N)    081 32 25.     (W)     SCALED    
 HX2684* NAVD 88     -       321.319  (meters)    1054.19   (feet)  ADJUSTED  
 HX2684  ___________________________________________________________________
 HX2684  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HX2684  DYNAMIC HT  -         321.113 (meters)    1053.52  (feet)  COMP
 HX2684  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 HX2684
 HX2684  VERT ORDER  -  SECOND    CLASS 0
 HX2684
 HX2684.The horizontal coordinates were scaled from a topographic map and have
 HX2684.an estimated accuracy of +/- 6 seconds.
 HX2684
 HX2684.The orthometric height was determined by differential leveling
 HX2684.and adjusted by the National Geodetic Survey in June 1991..
 HX2684
 HX2684.The geoid height was determined by GEOID03.
 HX2684
 HX2684.The dynamic height is computed by dividing the NAVD 88
 HX2684.geopotential number by the normal gravity value computed on the
 HX2684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2684.degrees latitude (g = 980.6199 gals.).
 HX2684
 HX2684.The modeled gravity was interpolated from observed gravity values.
 HX2684
 HX2684;                    North         East    Units  Estimated Accuracy
 HX2684;SPC WV S     -   216,080.      553,160.      MT  (+/- 180 meters Scaled)
 HX2684
 HX2684                          SUPERSEDED SURVEY CONTROL
 HX2684
 HX2684  NGVD 29 (??/??/92)  321.488  (m)         1054.75   (f) ADJ UNCH    2 0
 HX2684
 HX2684.Superseded values are not recommended for survey control.
 HX2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2684.See file dsdata.txt to determine how the superseded data were derived.
 HX2684
 HX2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD531108(NAD 83)
 HX2684_MARKER: DB = BENCH MARK DISK
 HX2684_SETTING: 66 = SET IN ROCK OUTCROP
 HX2684_SP_SET: ROCK CUT
 HX2684_STAMPING: T 92 1956
 HX2684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2684+STABILITY: POSITION/ELEVATION WELL
 HX2684
 HX2684  HISTORY     - Date     Condition        Report By
 HX2684  HISTORY     - 1956     MONUMENTED       CGS
 HX2684
 HX2684                          STATION DESCRIPTION
 HX2684
 HX2684'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2684'3.2 MI N FROM LEROY.
 HX2684'ABOUT 3.15 MILES NORTH ALONG A GRAVEL ROAD LEADING TO GARFIELD
 HX2684'FROM THE ROAD JUNCTION AND GRADED SCHOOL AT LEROY, ABOUT 0.8
 HX2684'MILE NORTH OF FAIRVIEW METHODIST CHURCH, ABOUT 0.8 MILE SOUTH OF
 HX2684'ROAD CROSSING AT GARFIELD, 78 YARDS SOUTHEAST OF THE TOP OF A
 HX2684'GRADE AND JUNCTION OF A DRIVE EAST AND UPHILL TO A FARM, 16 1/2
 HX2684'FEET NORTHEAST OF CENTER LINE OF ROAD AND ON THE OUTSIDE OF A
 HX2684'CURVE WITH TANGENTS EXTENDING NORTHWEST AND SOUTH, SET VERTICALLY
 HX2684'IN THE SMOOTH SOUTH FACE OF A 2-FOOT HIGH LAYER OF ROCK IN A ROCK
 HX2684'CUT, 6 FEET ABOVE BOTTOM OF DITCH AND ABOUT 4 FEET ABOVE LEVEL
 HX2684'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1748 ***********************************************************************
 HX1748  DESIGNATION -  T 93
 HX1748  PID         -  HX1748
 HX1748  STATE/COUNTY-  WV/ROANE
 HX1748  USGS QUAD   -  PENIEL (1957)
 HX1748
 HX1748                         *CURRENT SURVEY CONTROL
 HX1748  ___________________________________________________________________
 HX1748* NAD 83(1986)-  38 48 06.     (N)    081 28 42.     (W)     SCALED    
 HX1748* NAVD 88     -       230.461  (meters)     756.10   (feet)  ADJUSTED  
 HX1748  ___________________________________________________________________
 HX1748  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 HX1748  DYNAMIC HT  -         230.309 (meters)     755.61  (feet)  COMP
 HX1748  MODELED GRAV-     979,963.4   (mgal)                       NAVD 88
 HX1748
 HX1748  VERT ORDER  -  SECOND    CLASS 0
 HX1748
 HX1748.The horizontal coordinates were scaled from a topographic map and have
 HX1748.an estimated accuracy of +/- 6 seconds.
 HX1748
 HX1748.The orthometric height was determined by differential leveling
 HX1748.and adjusted by the National Geodetic Survey in June 1991..
 HX1748
 HX1748.The geoid height was determined by GEOID03.
 HX1748
 HX1748.The dynamic height is computed by dividing the NAVD 88
 HX1748.geopotential number by the normal gravity value computed on the
 HX1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1748.degrees latitude (g = 980.6199 gals.).
 HX1748
 HX1748.The modeled gravity was interpolated from observed gravity values.
 HX1748
 HX1748;                    North         East    Units  Estimated Accuracy
 HX1748;SPC WV S     -   200,080.      558,450.      MT  (+/- 180 meters Scaled)
 HX1748
 HX1748                          SUPERSEDED SURVEY CONTROL
 HX1748
 HX1748  NGVD 29 (??/??/92)  230.631  (m)          756.66   (f) ADJ UNCH    2 0
 HX1748
 HX1748.Superseded values are not recommended for survey control.
 HX1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1748.See file dsdata.txt to determine how the superseded data were derived.
 HX1748
 HX1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC584948(NAD 83)
 HX1748_MARKER: DB = BENCH MARK DISK
 HX1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1748_STAMPING: T 93 1956
 HX1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1748+STABILITY: SURFACE MOTION
 HX1748
 HX1748  HISTORY     - Date     Condition        Report By
 HX1748  HISTORY     - 1956     MONUMENTED       CGS
 HX1748  HISTORY     - 1976     GOOD             NGS
 HX1748
 HX1748                          STATION DESCRIPTION
 HX1748
 HX1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1748'2.1 MI S FROM PENIEL.
 HX1748'ABOUT 2.1 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING MIDDLE FORK
 HX1748'OF REEDY CREEK FROM JUNCTION OF U.S. HIGHWAY 33 AT PENIEL, ABOUT
 HX1748'127 YARDS SOUTHWEST OF JUNCTION OF A GRADED ROAD LEADING SOUTHEAST,
 HX1748'ABOUT 80 YARDS NORTHEAST OF A CONCRETE WALK LEADING NORTHWEST
 HX1748'TO A 2-STORY FARM HOUSE, 15 FEET NORTHWEST OF CENTER LINE OF
 HX1748'ROAD, 2 FEET NORTHWEST OF A FENCE LINE, 2 1/2 FEET NORTHWEST
 HX1748'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET
 HX1748'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HX1748
 HX1748                          STATION RECOVERY (1976)
 HX1748
 HX1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1774 ***********************************************************************
 HX1774  DESIGNATION -  T 94
 HX1774  PID         -  HX1774
 HX1774  STATE/COUNTY-  WV/ROANE
 HX1774  USGS QUAD   -  WALTON (1976)
 HX1774
 HX1774                         *CURRENT SURVEY CONTROL
 HX1774  ___________________________________________________________________
 HX1774* NAD 83(1986)-  38 41 20.     (N)    081 29 31.     (W)     SCALED    
 HX1774* NAVD 88     -       297.952  (meters)     977.53   (feet)  ADJUSTED  
 HX1774  ___________________________________________________________________
 HX1774  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX1774  DYNAMIC HT  -         297.753 (meters)     976.88  (feet)  COMP
 HX1774  MODELED GRAV-     979,952.0   (mgal)                       NAVD 88
 HX1774
 HX1774  VERT ORDER  -  SECOND    CLASS 0
 HX1774
 HX1774.The horizontal coordinates were scaled from a topographic map and have
 HX1774.an estimated accuracy of +/- 6 seconds.
 HX1774
 HX1774.The orthometric height was determined by differential leveling
 HX1774.and adjusted by the National Geodetic Survey in June 1991..
 HX1774
 HX1774.The geoid height was determined by GEOID03.
 HX1774
 HX1774.The dynamic height is computed by dividing the NAVD 88
 HX1774.geopotential number by the normal gravity value computed on the
 HX1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1774.degrees latitude (g = 980.6199 gals.).
 HX1774
 HX1774.The modeled gravity was interpolated from observed gravity values.
 HX1774
 HX1774;                    North         East    Units  Estimated Accuracy
 HX1774;SPC WV S     -   187,570.      557,200.      MT  (+/- 180 meters Scaled)
 HX1774
 HX1774                          SUPERSEDED SURVEY CONTROL
 HX1774
 HX1774  NGVD 29 (??/??/92)  298.123  (m)          978.09   (f) ADJ UNCH    2 0
 HX1774
 HX1774.Superseded values are not recommended for survey control.
 HX1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1774.See file dsdata.txt to determine how the superseded data were derived.
 HX1774
 HX1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC572823(NAD 83)
 HX1774_MARKER: DB = BENCH MARK DISK
 HX1774_SETTING: 66 = SET IN ROCK OUTCROP
 HX1774_SP_SET: ROCK CUT
 HX1774_STAMPING: T 94 1956
 HX1774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1774+STABILITY: POSITION/ELEVATION WELL
 HX1774
 HX1774  HISTORY     - Date     Condition        Report By
 HX1774  HISTORY     - 1956     MONUMENTED       CGS
 HX1774
 HX1774                          STATION DESCRIPTION
 HX1774
 HX1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1774'1 MI NW FROM HARMONY.
 HX1774'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 HX1774'OVER COX FORK AT HARMONY, THENCE ABOUT 0.75 MILE NORTHWEST ALONG
 HX1774'A GRAVEL ROAD LEADING TO STATTS MILLS, ABOUT 0.35 MILE SOUTHEAST
 HX1774'OF JUNCTION OF A ROAD SOUTHWEST, ABOUT 15 YARDS NORTHWEST OF
 HX1774'NORTHWEST END OF A SMALL ROCK QUARRY, SET VERTICALLY IN THE SOUTH
 HX1774'FACE OF A 3 1/2-FOOT HIGH LIMESTONE ROCK IN A 9-FOOT HIGH CUT,
 HX1774'16 FEET NORTHEAST OF CENTER LINE OF ROAD AND ABOUT 1/2 FOOT ABOVE
 HX1774'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1672 ***********************************************************************
 HX1672  DESIGNATION -  T 95
 HX1672  PID         -  HX1672
 HX1672  STATE/COUNTY-  WV/ROANE
 HX1672  USGS QUAD   -  SPENCER (1986)
 HX1672
 HX1672                         *CURRENT SURVEY CONTROL
 HX1672  ___________________________________________________________________
 HX1672* NAD 83(1986)-  38 47 31.     (N)    081 20 16.     (W)     SCALED    
 HX1672* NAVD 88     -       289.621  (meters)     950.20   (feet)  ADJUSTED  
 HX1672  ___________________________________________________________________
 HX1672  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HX1672  DYNAMIC HT  -         289.428 (meters)     949.57  (feet)  COMP
 HX1672  MODELED GRAV-     979,952.2   (mgal)                       NAVD 88
 HX1672
 HX1672  VERT ORDER  -  SECOND    CLASS 0
 HX1672
 HX1672.The horizontal coordinates were scaled from a topographic map and have
 HX1672.an estimated accuracy of +/- 6 seconds.
 HX1672
 HX1672.The orthometric height was determined by differential leveling
 HX1672.and adjusted by the National Geodetic Survey in June 1991..
 HX1672
 HX1672.The geoid height was determined by GEOID03.
 HX1672
 HX1672.The dynamic height is computed by dividing the NAVD 88
 HX1672.geopotential number by the normal gravity value computed on the
 HX1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1672.degrees latitude (g = 980.6199 gals.).
 HX1672
 HX1672.The modeled gravity was interpolated from observed gravity values.
 HX1672
 HX1672;                    North         East    Units  Estimated Accuracy
 HX1672;SPC WV S     -   198,950.      570,660.      MT  (+/- 180 meters Scaled)
 HX1672
 HX1672                          SUPERSEDED SURVEY CONTROL
 HX1672
 HX1672  NGVD 29 (??/??/92)  289.784  (m)          950.73   (f) ADJ UNCH    2 0
 HX1672
 HX1672.Superseded values are not recommended for survey control.
 HX1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1672.See file dsdata.txt to determine how the superseded data were derived.
 HX1672
 HX1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC706937(NAD 83)
 HX1672_MARKER: DB = BENCH MARK DISK
 HX1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1672_STAMPING: T 95 1956
 HX1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1672+STABILITY: SURFACE MOTION
 HX1672
 HX1672  HISTORY     - Date     Condition        Report By
 HX1672  HISTORY     - 1956     MONUMENTED       CGS
 HX1672
 HX1672                          STATION DESCRIPTION
 HX1672
 HX1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1672'1.4 MI SE FROM SPENCER.
 HX1672'ABOUT 1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE COURT
 HX1672'HOUSE AT SPENCER, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG A BLACK
 HX1672'TOP ROAD, AT ROANE COUNTY AIRPORT, 2 1/2 FEET NORTHEAST OF
 HX1672'NORTHEAST CORNER OF TIN OFFICE BUILDING, ABOUT 125 YARDS SOUTH OF
 HX1672'CENTER LINE OF EAST-WEST RUNWAY AND SET IN THE TOP OF A CONCRETE
 HX1672'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2078 ***********************************************************************
 HX2078  DESIGNATION -  T 96
 HX2078  PID         -  HX2078
 HX2078  STATE/COUNTY-  WV/KANAWHA
 HX2078  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2078
 HX2078                         *CURRENT SURVEY CONTROL
 HX2078  ___________________________________________________________________
 HX2078* NAD 83(1986)-  38 21 41.     (N)    081 36 50.     (W)     SCALED    
 HX2078* NAVD 88     -       186.346  (meters)     611.37   (feet)  ADJUSTED  
 HX2078  ___________________________________________________________________
 HX2078  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HX2078  DYNAMIC HT  -         186.215 (meters)     610.94  (feet)  COMP
 HX2078  MODELED GRAV-     979,924.8   (mgal)                       NAVD 88
 HX2078
 HX2078  VERT ORDER  -  SECOND    CLASS 0
 HX2078
 HX2078.The horizontal coordinates were scaled from a topographic map and have
 HX2078.an estimated accuracy of +/- 6 seconds.
 HX2078
 HX2078.The orthometric height was determined by differential leveling
 HX2078.and adjusted by the National Geodetic Survey in June 1991..
 HX2078
 HX2078.The geoid height was determined by GEOID03.
 HX2078
 HX2078.The dynamic height is computed by dividing the NAVD 88
 HX2078.geopotential number by the normal gravity value computed on the
 HX2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2078.degrees latitude (g = 980.6199 gals.).
 HX2078
 HX2078.The modeled gravity was interpolated from observed gravity values.
 HX2078
 HX2078;                    North         East    Units  Estimated Accuracy
 HX2078;SPC WV S     -   151,280.      546,350.      MT  (+/- 180 meters Scaled)
 HX2078
 HX2078                          SUPERSEDED SURVEY CONTROL
 HX2078
 HX2078  NGVD 29 (??/??/92)  186.540  (m)          612.01   (f) ADJ UNCH    2 0
 HX2078
 HX2078.Superseded values are not recommended for survey control.
 HX2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2078.See file dsdata.txt to determine how the superseded data were derived.
 HX2078
 HX2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC463460(NAD 83)
 HX2078_MARKER: DB = BENCH MARK DISK
 HX2078_SETTING: 66 = SET IN ROCK OUTCROP
 HX2078_SP_SET: ROCK CUT
 HX2078_STAMPING: T 96 1956
 HX2078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2078+STABILITY: POSITION/ELEVATION WELL
 HX2078
 HX2078  HISTORY     - Date     Condition        Report By
 HX2078  HISTORY     - 1956     MONUMENTED       CGS
 HX2078
 HX2078                          STATION DESCRIPTION
 HX2078
 HX2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2078'1.2 MI NE FROM CHARLESTON.
 HX2078'ABOUT 1.15 MILES NORTH AND NORTHEAST ALONG THE BALTIMORE AND
 HX2078'OHIO RAILROAD FROM THE FREIGHT STATION AND CROSSING OF BROAD
 HX2078'STREET AT CHARLESTON, ABOUT 0.45 MILE SOUTHWEST OF RAILROAD
 HX2078'BRIDGE OVER ELK TWO MILE CREEK, ABOUT 123 YARDS NORTHEAST OF A
 HX2078'WHISTLE POST, SET VERTICALLY IN THE NORTHWEST FACE OF A 20-FOOT
 HX2078'HIGH ROCK CUT, 7.8 FEET SOUTHEAST OF SOUTHEAST RAIL, 65 FEET
 HX2078'SOUTHWEST OF SOUTHEAST END OF A 1-FOOT WOODEN BOX CULVERT UNDER
 HX2078'TRACK AND 3 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2571 ***********************************************************************
 HX2571  DESIGNATION -  T 97
 HX2571  PID         -  HX2571
 HX2571  STATE/COUNTY-  WV/KANAWHA
 HX2571  USGS QUAD   -  SISSONVILLE (1958)
 HX2571
 HX2571                         *CURRENT SURVEY CONTROL
 HX2571  ___________________________________________________________________
 HX2571* NAD 83(1986)-  38 30 48.     (N)    081 37 59.     (W)     SCALED    
 HX2571* NAVD 88     -       204.200  (meters)     669.95   (feet)  ADJUSTED  
 HX2571  ___________________________________________________________________
 HX2571  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HX2571  DYNAMIC HT  -         204.060 (meters)     669.49  (feet)  COMP
 HX2571  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 HX2571
 HX2571  VERT ORDER  -  SECOND    CLASS 0
 HX2571
 HX2571.The horizontal coordinates were scaled from a topographic map and have
 HX2571.an estimated accuracy of +/- 6 seconds.
 HX2571
 HX2571.The orthometric height was determined by differential leveling
 HX2571.and adjusted by the National Geodetic Survey in June 1991..
 HX2571
 HX2571.The geoid height was determined by GEOID03.
 HX2571
 HX2571.The dynamic height is computed by dividing the NAVD 88
 HX2571.geopotential number by the normal gravity value computed on the
 HX2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2571.degrees latitude (g = 980.6199 gals.).
 HX2571
 HX2571.The modeled gravity was interpolated from observed gravity values.
 HX2571
 HX2571;                    North         East    Units  Estimated Accuracy
 HX2571;SPC WV S     -   168,150.      544,790.      MT  (+/- 180 meters Scaled)
 HX2571
 HX2571                          SUPERSEDED SURVEY CONTROL
 HX2571
 HX2571  NGVD 29 (??/??/92)  204.385  (m)          670.55   (f) ADJ UNCH    2 0
 HX2571
 HX2571.Superseded values are not recommended for survey control.
 HX2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2571.See file dsdata.txt to determine how the superseded data were derived.
 HX2571
 HX2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC448629(NAD 83)
 HX2571_MARKER: DB = BENCH MARK DISK
 HX2571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2571_SP_SET: CULVERT
 HX2571_STAMPING: T 97 1956
 HX2571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2571
 HX2571  HISTORY     - Date     Condition        Report By
 HX2571  HISTORY     - 1956     MONUMENTED       CGS
 HX2571
 HX2571                          STATION DESCRIPTION
 HX2571
 HX2571'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2571'1.2 MI SW FROM SISSONVILLE.
 HX2571'ABOUT 1.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 21 FROM THE
 HX2571'HIGH SCHOOL AT SISSONVILLE, ABOUT 1.0 MILE SOUTHWEST OF BRIDGE
 HX2571'OVER POCATALICO RIVER, 96 YARDS NORTHEAST OF CONCRETE STEPS
 HX2571'LEADING SOUTHEAST AND UPHILL TO MT. ZION CHRISTIAN CHURCH, IN THE
 HX2571'TOP OF NORTHEAST END OF SOUTHEAST HEAD WALL OF A 3-FOOT CONCRETE
 HX2571'BOX CULVERT, 12 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY AND
 HX2571'ABOUT 1/3 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2582 ***********************************************************************
 HX2582  DESIGNATION -  T 98
 HX2582  PID         -  HX2582
 HX2582  STATE/COUNTY-  WV/KANAWHA
 HX2582  USGS QUAD   -  SISSONVILLE (1958)
 HX2582
 HX2582                         *CURRENT SURVEY CONTROL
 HX2582  ___________________________________________________________________
 HX2582* NAD 83(1986)-  38 30 35.     (N)    081 43 21.     (W)     SCALED    
 HX2582* NAVD 88     -       185.533  (meters)     608.70   (feet)  ADJUSTED  
 HX2582  ___________________________________________________________________
 HX2582  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HX2582  DYNAMIC HT  -         185.404 (meters)     608.28  (feet)  COMP
 HX2582  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 HX2582
 HX2582  VERT ORDER  -  SECOND    CLASS 0
 HX2582
 HX2582.The horizontal coordinates were scaled from a topographic map and have
 HX2582.an estimated accuracy of +/- 6 seconds.
 HX2582
 HX2582.The orthometric height was determined by differential leveling
 HX2582.and adjusted by the National Geodetic Survey in June 1991..
 HX2582
 HX2582.The geoid height was determined by GEOID03.
 HX2582
 HX2582.The dynamic height is computed by dividing the NAVD 88
 HX2582.geopotential number by the normal gravity value computed on the
 HX2582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2582.degrees latitude (g = 980.6199 gals.).
 HX2582
 HX2582.The modeled gravity was interpolated from observed gravity values.
 HX2582
 HX2582;                    North         East    Units  Estimated Accuracy
 HX2582;SPC WV S     -   167,810.      536,990.      MT  (+/- 180 meters Scaled)
 HX2582
 HX2582                          SUPERSEDED SURVEY CONTROL
 HX2582
 HX2582  NGVD 29 (??/??/92)  185.722  (m)          609.32   (f) ADJ UNCH    2 0
 HX2582
 HX2582.Superseded values are not recommended for survey control.
 HX2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2582.See file dsdata.txt to determine how the superseded data were derived.
 HX2582
 HX2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC370626(NAD 83)
 HX2582_MARKER: DB = BENCH MARK DISK
 HX2582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2582_SP_SET: BUILDING
 HX2582_STAMPING: T 98 1956
 HX2582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2582
 HX2582  HISTORY     - Date     Condition        Report By
 HX2582  HISTORY     - 1956     MONUMENTED       CGS
 HX2582
 HX2582                          STATION DESCRIPTION
 HX2582
 HX2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2582'10.6 MI W FROM SISSONVILLE.
 HX2582'ABOUT 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 21 FROM THE HIGH
 HX2582'SCHOOL AT SISSONVILLE, THENCE ABOUT 3.0 MILES NORTHWEST AND
 HX2582'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 1.15 MILES
 HX2582'NORTHWEST ALONG A GRAVEL ROAD FOLLOWING DERRICK CREEK, THENCE
 HX2582'ABOUT 1.4 MILES WEST ALONG A ROAD LEADING OVER GAP INTO FROG
 HX2582'CREEK, THENCE ABOUT 1.75 MILES SOUTHWEST ALONG A GRAVEL ROAD
 HX2582'FOLLOWING FROG CREEK, THENCE ABOUT 0.95 MILE NORTHWEST ALONG
 HX2582'BLACK TOP AND GRAVEL ROAD, SET VERTICALLY IN THE SOUTH FACE
 HX2582'OF BETTY L. BOOSTER SCHOOL BUILDING (RED BRICK BUILDING), 67 1/2
 HX2582'FEET WEST OF CENTER LINE OF ROAD, 1.7 FEET EAST OF SOUTHWEST
 HX2582'CORNER AND 2.2 FEET ABOVE GROUND.  NOTE-- MARK IS REACHED FROM
 HX2582'RAYMOND CITY, PUTNAM COUNTY, BY GOING ABOUT 0.2 MILE NORTHWEST
 HX2582'ALONG U.S. HIGHWAY 35 FROM BRIDGE OVER POCATALICO RIVER THENCE
 HX2582'ABOUT 5.95 MILES NORTHEAST ALONG A BLACK TOP AND GRAVEL ROAD,
 HX2582'THENCE ABOUT 1.8 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING
 HX2582'KELLY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2544 ***********************************************************************
 HX2544  DESIGNATION -  T 99
 HX2544  PID         -  HX2544
 HX2544  STATE/COUNTY-  WV/PUTNAM
 HX2544  USGS QUAD   -  BANCROFT (1975)
 HX2544
 HX2544                         *CURRENT SURVEY CONTROL
 HX2544  ___________________________________________________________________
 HX2544* NAD 83(1986)-  38 33 13.     (N)    081 45 18.     (W)     SCALED    
 HX2544* NAVD 88     -       220.045  (meters)     721.93   (feet)  ADJUSTED  
 HX2544  ___________________________________________________________________
 HX2544  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HX2544  DYNAMIC HT  -         219.893 (meters)     721.43  (feet)  COMP
 HX2544  MODELED GRAV-     979,932.9   (mgal)                       NAVD 88
 HX2544
 HX2544  VERT ORDER  -  SECOND    CLASS 0
 HX2544
 HX2544.The horizontal coordinates were scaled from a topographic map and have
 HX2544.an estimated accuracy of +/- 6 seconds.
 HX2544
 HX2544.The orthometric height was determined by differential leveling
 HX2544.and adjusted by the National Geodetic Survey in June 1991..
 HX2544
 HX2544.The geoid height was determined by GEOID03.
 HX2544
 HX2544.The dynamic height is computed by dividing the NAVD 88
 HX2544.geopotential number by the normal gravity value computed on the
 HX2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2544.degrees latitude (g = 980.6199 gals.).
 HX2544
 HX2544.The modeled gravity was interpolated from observed gravity values.
 HX2544
 HX2544;                    North         East    Units  Estimated Accuracy
 HX2544;SPC WV S     -   172,700.      534,190.      MT  (+/- 180 meters Scaled)
 HX2544
 HX2544                          SUPERSEDED SURVEY CONTROL
 HX2544
 HX2544  NGVD 29 (??/??/92)  220.234  (m)          722.55   (f) ADJ UNCH    2 0
 HX2544
 HX2544.Superseded values are not recommended for survey control.
 HX2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2544.See file dsdata.txt to determine how the superseded data were derived.
 HX2544
 HX2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC342675(NAD 83)
 HX2544_MARKER: DB = BENCH MARK DISK
 HX2544_SETTING: 66 = SET IN ROCK OUTCROP
 HX2544_SP_SET: ROCK CUT
 HX2544_STAMPING: T 99 1956
 HX2544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2544+STABILITY: POSITION/ELEVATION WELL
 HX2544
 HX2544  HISTORY     - Date     Condition        Report By
 HX2544  HISTORY     - 1956     MONUMENTED       CGS
 HX2544
 HX2544                          STATION DESCRIPTION
 HX2544
 HX2544'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2544'1.5 MI N FROM HEIZER.
 HX2544'ABOUT 1.5 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 HX2544'HEIZER, ABOUT 0.25 MILE NORTH OF A PIPE CULVERT FOR A CREEK
 HX2544'BRANCH, ABOUT 30 YARDS SOUTH OF A 24-INCH CORRUGATE PIPE CULVERT
 HX2544'UNDER ROAD, 14 FEET EAST OF CENTERLINE OF ROAD, SET VERTICALLY
 HX2544'IN THE WEST FACE OF A 2 1/2-FOOT LAYER OF ROCK AT THE BOTTOM OF
 HX2544'A 15-FOOT HIGH SHALY CUT, 60 YARDS NORTH OF SOUTH END OF CUT
 HX2544'AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2514 ***********************************************************************
 AJ2514  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2514  DESIGNATION -  TABL
 AJ2514  PID         -  AJ2514
 AJ2514  STATE/COUNTY-  WV/KANAWHA
 AJ2514  USGS QUAD   -  BELLE (1977)
 AJ2514
 AJ2514                         *CURRENT SURVEY CONTROL
 AJ2514  ___________________________________________________________________
 AJ2514* NAD 83(1995)-  38 11 18.63620(N)    081 36 53.00166(W)     ADJUSTED  
 AJ2514* NAVD 88     -       533.3    (meters)    1750.     (feet)  GPS OBS   
 AJ2514  ___________________________________________________________________
 AJ2514  X           -     732,048.065 (meters)                     COMP
 AJ2514  Y           -  -4,966,249.792 (meters)                     COMP
 AJ2514  Z           -   3,922,220.869 (meters)                     COMP
 AJ2514  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 AJ2514  ELLIP HEIGHT-         500.70  (meters)          (04/23/01) GPS OBS
 AJ2514  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 AJ2514
 AJ2514  HORZ ORDER  -  A
 AJ2514  ELLP ORDER  -  FOURTH    CLASS I
 AJ2514
 AJ2514.The horizontal coordinates were established by GPS observations
 AJ2514.and adjusted by the National Geodetic Survey in April 2001..
 AJ2514
 AJ2514.The orthometric height was determined by GPS observations and a
 AJ2514.high-resolution geoid model.
 AJ2514
 AJ2514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2514
 AJ2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2514
 AJ2514.The ellipsoidal height was determined by GPS observations
 AJ2514.and is referenced to NAD 83.
 AJ2514
 AJ2514.The geoid height was determined by GEOID03.
 AJ2514
 AJ2514;                    North         East     Units Scale Factor Converg.
 AJ2514;SPC WV S     -   132,089.397   546,150.295   MT  0.99992568   -0 22 48.1
 AJ2514;UTM  17      - 4,226,909.484   446,167.194   MT  0.99963569   -0 22 48.2
 AJ2514
 AJ2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2514!SPC WV S     -   0.99992144  x   0.99992568  =   0.99984713
 AJ2514!UTM  17      -   0.99992144  x   0.99963569  =   0.99955716
 AJ2514
 AJ2514                          SUPERSEDED SURVEY CONTROL
 AJ2514
 AJ2514.No superseded survey control is available for this station.
 AJ2514
 AJ2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4616726909(NAD 83)
 AJ2514_MARKER: DD = SURVEY DISK
 AJ2514_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AJ2514+WITH SETTING: PAVEMENT
 AJ2514_SP_SET: CONCRETE SLAB
 AJ2514_STAMPING: TABL 2000
 AJ2514_MARK LOGO: NONE  
 AJ2514_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2514+STABILITY: SURFACE MOTION
 AJ2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2514+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 AJ2514
 AJ2514  HISTORY     - Date     Condition        Report By
 AJ2514  HISTORY     - UNK      MONUMENTED       AEP
 AJ2514  HISTORY     - 20000621 GOOD             WVHD
 AJ2514
 AJ2514                          STATION DESCRIPTION
 AJ2514
 AJ2514'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 2000 (TEL)
 AJ2514'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF MARMET,
 AJ2514'4.8 KM (3.0 MI) NORTHEAST OF RACINE, 2.4 KM (1.5 MI) SOUTH-SOUTHWEST
 AJ2514'OF
 AJ2514'HERNSHAW AND NEAR THE NORTH END OF THE TOP OF BEE MOUNTAIN.
 AJ2514'OWNERSHIP -- AMERICAN ELECTRIC POWER.
 AJ2514'
 AJ2514'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HERNSHAW GO
 AJ2514'SOUTH ON STATE ROUTE 94 FOR 5.0 KM (3.1 MI) TO A SIDEROAD LEFT.  TURN
 AJ2514'LEFT ON BEE MOUNTAIN ROAD (COUNTY ROUTE 119/29) PASSING THROUGH
 AJ2514'A LOCKED GATE (KEY CAN BE OBTAINED FROM TRAVIS LONG OF WVHD.  GO
 AJ2514'EASTERLY FOR 2.6 KM (1.6 MI) TO THE TOP OF
 AJ2514'THE MOUNTAIN AND THE STATION ON THE RIGHT TO THE NORTHEAST OF A
 AJ2514'MICROWAVE ANTENNA OWNED BY COLUMBIA ENERGY GROUP.
 AJ2514'
 AJ2514'THE STATION IS 9.15 M (30.01 FT) NORTHEAST OF THE SOUTHEAST CORNER
 AJ2514'OF A CHAINLINK FENCE, 5.68 M (18.65 FT) EAST-NORTHEAST OF THE
 AJ2514'NORTHEAST CORNER OF THE CHAINLINK FENCE AND 2.42 M (7.94 FT)
 AJ2514'SOUTHWEST OF A  0.15 BY 0.15 M (0.5 FT BY 0.5 FT) LIMESTONE POST WITH
 AJ2514'A CHISELED X IN THE TOP AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3105 ***********************************************************************
 HX3105  DESIGNATION -  TABLE ROCK RESET
 HX3105  PID         -  HX3105
 HX3105  STATE/COUNTY-  WV/KANAWHA
 HX3105  USGS QUAD   -  BELLE (1977)
 HX3105
 HX3105                         *CURRENT SURVEY CONTROL
 HX3105  ___________________________________________________________________
 HX3105* NAD 83(1995)-  38 11 18.63982(N)    081 36 53.00023(W)     ADJUSTED  
 HX3105* NAVD 88     -       534.8    (meters)    1755.     (feet)  VERTCON   
 HX3105  ___________________________________________________________________
 HX3105  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 HX3105  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HX3105
 HX3105  HORZ ORDER  -  FIRST
 HX3105
 HX3105.The horizontal coordinates were established by classical geodetic methods
 HX3105.and adjusted by the National Geodetic Survey in April 1998..
 HX3105
 HX3105.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3105
 HX3105.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3105
 HX3105.The geoid height was determined by GEOID03.
 HX3105
 HX3105;                    North         East     Units Scale Factor Converg.
 HX3105;SPC WV S     -   132,089.509   546,150.331   MT  0.99992568   -0 22 48.1
 HX3105;UTM  17      - 4,226,909.595   446,167.229   MT  0.99963569   -0 22 48.2
 HX3105
 HX3105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3105!SPC WV S     -   0.99992119  x   0.99992568  =   0.99984687
 HX3105!UTM  17      -   0.99992119  x   0.99963569  =   0.99955691
 HX3105
 HX3105|---------------------------------------------------------------------|
 HX3105| PID    Reference Object                     Distance      Geod. Az  |
 HX3105|                                                           dddmmss.s |
 HX3105| DC4425 TABLE ROCK WP E=RM 1                  2.155 METERS 08828     |
 HX3105| DC4426 TABLE ROCK RM 2 AZIMUTH                            1653346.2 |
 HX3105| DC4427 TABLE ROCK WP S=RM 3                  2.155 METERS 17951     |
 HX3105| DC4429 TABLE ROCK WP W                       2.139 METERS 26856     |
 HX3105| DC4424 TABLE ROCK AZ MK                                   3054355.0 |
 HX3105| DC4428 TABLE ROCK WP N                       2.115 METERS 35946     |
 HX3105|---------------------------------------------------------------------|
 HX3105
 HX3105                          SUPERSEDED SURVEY CONTROL
 HX3105
 HX3105  NAD 83(1995)-  38 11 18.64740(N)    081 36 53.00470(W) AD(       ) 1
 HX3105  NAD 83(1986)-  38 11 18.64810(N)    081 36 53.00676(W) AD(       ) 1
 HX3105  NAD 27      -  38 11 18.28400(N)    081 36 53.57700(W) AD(       ) 1
 HX3105  NGVD 29 (07/19/86)  535.0    (m)         1755.     (f) VERT ANG       
 HX3105
 HX3105.Superseded values are not recommended for survey control.
 HX3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3105.See file dsdata.txt to determine how the superseded data were derived.
 HX3105
 HX3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4616726910(NAD 83)
 HX3105_MARKER: DS = TRIANGULATION STATION DISK
 HX3105_SETTING: 0 = UNSPECIFIED SETTING
 HX3105
 HX3105  HISTORY     - Date     Condition        Report By
 HX3105  HISTORY     - 1933     MONUMENTED       CGS
 HX3105  HISTORY     - 1934     GOOD             CGS
 HX3105  HISTORY     - 1939     GOOD             USDA
 HX3105  HISTORY     - 1944     GOOD             CGS
 HX3105  HISTORY     - 1976     GOOD             NGS
 HX3105
 HX3105                          STATION DESCRIPTION
 HX3105
 HX3105'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 HX3105'STATION RECOVERED AS DESCRIBED.  IT IS ABOUT 3.5 MILES N OF RACINE,
 HX3105'ON THE SUMMIT OF
 HX3105'LONG, NARROW RIDGE KNOWN AS BEE MOUNTAIN, ON
 HX3105'THE HIGHEST PART OF THE SUMMIT,
 HX3105'NEAR THE N END OF THE RIDGE, ABOUT
 HX3105'100 YARDS NW OF THE BEE MOUNTAIN FIRE TOWER, ON
 HX3105'ABOUT THE LONGITUDINAL
 HX3105'CENTER OF THE RIDGE, AND 15 YARDS S OF THE N SLOPE OF THE
 HX3105'KNOB.  IT IS A
 HX3105'STANDARD DISK SET IN THE TOP OF THE ORIGINAL SANDSTONE
 HX3105'POST MARKING THE STATION.
 HX3105'
 HX3105'THERE ARE FOUR STONE REFERENCE POSTS AT THE FOUR CARDINAL
 HX3105'COMPASS POINTS,
 HX3105'WHICH WERE RECOVERED APPARENTLY AS SET.  REFERENCE
 HX3105'MARK NO. 1, A STANDARD DISK, WAS
 HX3105'SET IN THE OLD E REFERENCE MARK.
 HX3105'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ABOUT 0.4
 HX3105'MILE SE OF THE
 HX3105'STATION, ON THE N SLOPE OF A SMALL KNOB.  IT IS A STANDARD BRONZE
 HX3105'DISK IN DRILL
 HX3105'HOLE IN A LARGE ROCK OUTCROP NEAR THE SUMMIT OF THE KNOB.
 HX3105'
 HX3105'REFERENCE MARK NO. 3 WAS SET IN THE OLD S REFERENCE MARK.
 HX3105'
 HX3105'TO REACH FROM RACINE, TAKE STATE HIGHWAY 2 N FROM THE JUNCTION
 HX3105'OF STATE HIGHWAYS
 HX3105'2 AND 3 FOR 3.8 MILES TO FOOT OF BEE MOUNTAIN.
 HX3105'CROSS BRANCH TO E AND TAKE STEEP
 HX3105'TRAIL TO THE NE UP S SLOPE
 HX3105'OF RIDGE ABOUT 0.9 MILE TO SUMMIT AND STATION.
 HX3105'
 HX3105'NOTE- FOR ECCENTRIC REDUCTION ADD 21.52 SEC.
 HX3105
 HX3105                          STATION RECOVERY (1934)
 HX3105
 HX3105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JSB)
 HX3105'STATION MARK RECOVERED AS DESCRIBED IN 1933, EXCEPT THE STATION
 HX3105'IS ABOUT 100 YARDS
 HX3105'NE OF THE FIRE TOWER INSTEAD OF 100 YARDS NW.
 HX3105'THE MARKS WERE ALL FOUND IN GOOD
 HX3105'CONDITION AS DESCRIBED.  STATION
 HX3105'MARK IS A STANDARD C. AND G.S. TABLET SET IN THE
 HX3105'TOP OF A STONE POST
 HX3105'6- BY 6-INCHES PROJECTING 4 INCHES ABOVE GROUND.  A FAIRLY GOOD
 HX3105'ROAD BUILT
 HX3105'DURING THIS YEAR LEADS FROM STATE HIGHWAY 2 TO THE STATION.
 HX3105'THE TOP OF THE RIDGE HAS BEEN
 HX3105'CLEARED, SMALL TIMBER ON THE
 HX3105'SLOPES PROJECT IN PLACES ABOVE THE TOP OF THE HILL.
 HX3105'
 HX3105'THE STATION IS ON BEE MOUNTAIN, ABOVE 19.9 MILES BY ROAD S
 HX3105'OF CHARLESTON AND
 HX3105'1.4 MILES BY ROAD TO THE EASTWARD OF STATE HIGHWAY 2.
 HX3105'
 HX3105'TO REACH FROM CHARLESTON, START FROM THE STATE CAPITOL BUILDING
 HX3105'AND FOLLOW STATE
 HX3105'HIGHWAY 2 FOR 14.5 MILES TO WOODEN BRIDGE
 HX3105'CROSSING SMALL CREEK ON LEFT, AND
 HX3105'NEW ROAD LEADING UP THE MOUNTAIN
 HX3105'AT A SIGNBOARD BEE MOUNTAIN FIRE TOWER.  THERE TURN
 HX3105'LEFT ACROSS
 HX3105'THE BRIDGE AND FOLLOW THE NEWLY BUILT ROAD 1.4 MILES TO THE STATION.
 HX3105
 HX3105                          STATION RECOVERY (1939)
 HX3105
 HX3105'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1939
 HX3105'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED, IN
 HX3105'GOOD CONDITION.  A
 HX3105'GOOD TRUCK TRAIL LEADS TO THE BEE MOUNTAIN
 HX3105'FIRE TOWER.
 HX3105
 HX3105                          STATION RECOVERY (1944)
 HX3105
 HX3105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3105'STATION WAS RECOVERED AS DESCRIBED IN 1933.  ALL
 HX3105'MARKS WERE FOUND
 HX3105'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK.  A NEW AZIMUTH MARK WAS
 HX3105'SET BY THIS PARTY AS DESCRIBED BELOW.
 HX3105'ALL DISTANCES TO REFERENCE AND WITNESS MARKS WERE CHECKED
 HX3105'AND FOUND TO BE CORRECT.  A COMPLETE NEW
 HX3105'DESCRIPTION FOLLOWS.
 HX3105'
 HX3105'STATION IS LOCATED ON BEE MOUNTAIN ABOUT 100 YARDS NORTH OF BEE
 HX3105'MOUNTAIN LOOKOUT TOWER, ABOUT 16
 HX3105'MILES, BY ROAD, SOUTH OF CHARLESTON AND ABOUT 1 MILE EAST OF U.S.
 HX3105'HIGHWAY 119.  IT IS 38 FEET WEST OF THE
 HX3105'CENTER OF THE ROAD, 100 YARDS NORTH OF THE LOOKOUT TOWER, 32 FEET
 HX3105'NORTHWEST OF A 6 INCH WALNUT TREE, 2.138
 HX3105'METERS SOUTH OF A WITNESS POST AND 2.139 METERS
 HX3105'EAST OF ANOTHER WITNESS POST.  THE DISK IS SET IN A 6 BY 6
 HX3105'INCH POST FLUSH WITH THE GROUND AND STAMPED
 HX3105'TABLE ROCK 1881 1933.
 HX3105'
 HX3105'REFERENCE MARK NO. 1 IS 2.148 METERS EAST OF THE STATION.  IT IS A
 HX3105'STANDARD DISK SET IN THE OLD EAST
 HX3105'WITNESS POST.  THE DISK IS STAMPED TABLE ROCK NO 1 1881-1933.
 HX3105'
 HX3105'REFERENCE MARK NO. 3 IS 2.140 METERS SOUTH OF THE STATION.  IT IS A
 HX3105'STANDARD DISK SET IN THE OLD SOUTH
 HX3105'WITNESS POST.  THE DISK IS STAMPED TABLE ROCK NO 3 1933.
 HX3105'
 HX3105'A NEW AZIMUTH MARK WAS SET BY THIS PARTY AND IS ABOUT 1 MILE
 HX3105'NORTHWEST OF THE STATION IN BED ROCK,
 HX3105'ABOUT 150 YARDS WEST OF HIGHWAY 119.  IT IS 11 FEET WEST OF A
 HX3105'STANDARD REFERENCE POST, 77 FEET WEST
 HX3105'OF THE SOUTHWEST CORNER OF AN OLD BARN AND 16 FEET NORTH OF THE OLD
 HX3105'CREEK BED.  THE DISK IS STAMPED TABLE ROCK 1944.
 HX3105'
 HX3105'TO REACH THE STATION FROM THE STATE CAPITOL BUILDING IN CHARLESTON,
 HX3105'GO SOUTHEAST ON U.S.  HIGHWAY 119 FOR
 HX3105'14.85 MILES TO A SIGN STATE FOREST FIRE TOWER 2 MILES.
 HX3105'
 HX3105'CONTINUE 0.1 MILE TO A WOODEN BRIDGE ON THE LEFT AND A HOUSE
 HX3105'ON THE RIGHT, *
 HX3105'TURN LEFT AND CROSS BRIDGE AND CONTINUE UP HILL FOR 1.5 MILES TO
 HX3105'THE STATION ON THE RIGHT ABOUT 100
 HX3105'YARDS BEFORE REACHING FIRE TOWER.
 HX3105'
 HX3105'*TO REACH THE AZIMUTH FROM THIS POINT GO NORTHERLY ON HIGHWAY 119,
 HX3105'TOWARDS CHARLESTON FOR 0.4 MILE TO
 HX3105'A HOUSE ON THE LEFT JUST BEFORE REACHING A CONCRETE BRIDGE, TURN
 HX3105'LEFT, PASSING HOUSE ON THE SOUTH
 HX3105'AND FOLLOW CREEK BED ABOUT 150 YARDS TO AZIMUTH MARK
 HX3105'ON THE RIGHT.
 HX3105'
 HX3105'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HX3105
 HX3105                          STATION RECOVERY (1976)
 HX3105
 HX3105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3105'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE OLD REFERENCE
 HX3105'MARK NORTH WERE RECOVERED AND FOUND IN GOOD CONDITION.  OLD
 HX3105'REFERENCE MARK WEST WAS FOUND DESTROYED.  REFERENCE MARK 2 (1933
 HX3105'AZIMUTH MARK) WAS NOT RECOVERED AT THIS TIME.  THE AZIMUTH MARK
 HX3105'1944, WAS NOT RECOVERED AT THIS TIME, DUE TO NO 1944 DATA
 HX3105'AVAILABLE.  A LONGER DISTANCE OF 0.007 METER TO REFERENCE MARK
 HX3105'1, 0.015 METER TO REFERENCE MARK 3 AND A SHORTER DISTANCE OF
 HX3105'0.023 METER TO OLD REFERENCE MARK NORTH WAS NOTED AND
 HX3105'VERIFIED.  DIRECTIONS TO ALL REFERENCE MARKS WERE PROTRACTED,
 HX3105'AS THEY ARE TO CLOSE TO FOCUS AN INSTRUMENT.  A NEW
 HX3105'DESCRIPTION FOLLOWS.
 HX3105'
 HX3105'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF RACINE, 3 MILES
 HX3105'SOUTH OF MARMET, 1-1/2 MILES SOUTHEAST OF HERNSHAW, NEAR THE
 HX3105'NORTH END OF THE TOP OF BEE MOUNTAIN, AND ON PROPERTY OWNED BY THE
 HX3105'APPALACHIAN POWER COMPANY, POST OFFICE BOX 1986, CHARLESTON,
 HX3105'WEST VIRGINIA 25327.
 HX3105'
 HX3105'TO REACH THE STATION FROM THE POST OFFICE IN HERNSHAW GO SOUTH
 HX3105'ON U. S. HIGHWAY 119 FOR 3.2 MILES TO SIDE ROAD LEFT AND A SIGN
 HX3105'(FIRE TOWER) ON THE LEFT.  TURN LEFT, CROSS WOODEN BRIDGE AND GO
 HX3105'EASTERLY UPHILL ON BLADED ROAD FOR 1.5 MILES TO TOP OF HILL AND
 HX3105'STATION ON THE RIGHT.
 HX3105'
 HX3105'THE STATION MARK IS A STANDARD DISK STAMPED---TABLE ROCK 1881
 HX3105'1933---, CEMENTED IN A DRILL HOLE, IN THE TOP OF A 6 BY 6 INCH
 HX3105'SANDSTONE POST THAT IS FLUSH WITH THE GROUND.  IT IS 23 FEET
 HX3105'WEST OF A CUT BANK, 19 FEET NORTHWEST OF A FENCE CORNER AND
 HX3105'AND 13 FEET SOUTH OF A FENCE.
 HX3105'
 HX3105'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---TABLE ROCK NO 1
 HX3105'1881 1933---, CEMENTED IN THE TOP OF A 6 BY 6 INCH SANDSTONE
 HX3105'POST THAT IS FLUSH WITH THE GROUND.  IT IS 10 FEET SOUTH-SOUTH
 HX3105'EAST OF A FENCE CORNER.
 HX3105'
 HX3105'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---TABLE ROCK NO 3
 HX3105'1881 1933---, CEMENTED IN THE TOP OF A 6 BY 6 INCH SANDSTONE
 HX3105'POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 13 FEET
 HX3105'NORTH OF A FENCE CORNER.
 HX3105'
 HX3105'OLD REFERENCE MARK NORTH IS A 6 BY 6 INCH SANDSTONE POST, WITH
 HX3105'A CHISELED CROSS IN THE TOP.  IT IS 7 FEET SOUTH OF A FENCE
 HX3105'AND IS FLUSH WITH THE GROUND.
 HX3105'
 HX3105'HEIGHT OF LIGHT ABOVE MARK WAS 11.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1417 ***********************************************************************
 JW1417  DESIGNATION -  TABLERS CHURCH SPIRE
 JW1417  PID         -  JW1417
 JW1417  STATE/COUNTY-  WV/BERKELEY
 JW1417  USGS QUAD   -  TABLERS STATION (1979)
 JW1417
 JW1417                         *CURRENT SURVEY CONTROL
 JW1417  ___________________________________________________________________
 JW1417* NAD 83(1995)-  39 23 52.14222(N)    078 00 30.83137(W)     ADJUSTED  
 JW1417* NAVD 88     -                                                        
 JW1417  ___________________________________________________________________
 JW1417  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 JW1417  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JW1417
 JW1417  HORZ ORDER  -  THIRD
 JW1417
 JW1417.The horizontal coordinates were established by classical geodetic methods
 JW1417.and adjusted by the National Geodetic Survey in April 1998..
 JW1417
 JW1417
 JW1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1417
 JW1417.The geoid height was determined by GEOID03.
 JW1417
 JW1417;                    North         East     Units Scale Factor Converg.
 JW1417;SPC WV N     -   100,739.084   728,458.622   MT  0.99994863   +0 57 04.3
 JW1417;UTM  17      - 4,365,194.623   757,599.874   MT  1.00041710   +1 53 59.0
 JW1417;UTM  18      - 4,365,243.695   240,924.880   MT  1.00042649   -1 54 38.2
 JW1417
 JW1417                          SUPERSEDED SURVEY CONTROL
 JW1417
 JW1417  NAD 83(1995)-  39 23 52.14219(N)    078 00 30.83135(W) AD(       ) 4
 JW1417  NAD 83(1995)-  39 23 52.14195(N)    078 00 30.83440(W) AD(       ) 4
 JW1417  NAD 83(1986)-  39 23 52.14260(N)    078 00 30.83935(W) AD(       ) 4
 JW1417  NAD 27      -  39 23 51.78000(N)    078 00 31.84000(W) AD(       ) 3
 JW1417
 JW1417.Superseded values are not recommended for survey control.
 JW1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1417.See file dsdata.txt to determine how the superseded data were derived.
 JW1417
 JW1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD5760065195(NAD 83)
 JW1417_MARKER: 90 = CHURCH SPIRE
 JW1417
 JW1417  HISTORY     - Date     Condition        Report By
 JW1417  HISTORY     - 1927     FIRST OBSERVED   CGS
 JW1417  HISTORY     - 1958     GOOD             CGS
 JW1417  HISTORY     - 1965     GOOD             CGS
 JW1417
 JW1417                          STATION DESCRIPTION
 JW1417
 JW1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (LFV)
 JW1417'NO PREVIOUS DESCRIPTION.  INTERSECTION STATION RECOVERED WAS SPIRE ON
 JW1417'TABLER
 JW1417'PRESBYTERIAN CHURCH LOCATED IN THE CENTRAL PART OF THE SMALL
 JW1417'VILLAGE OF TABLER.  SPIRE
 JW1417'HAS A SLATE ROOF AND IS ABOUT 40 FEET HIGH.
 JW1417'BUILDING AND SPIRE IS CONSTRUCTED OF WOOD,
 JW1417'PAINTED WHITE, AND WAS
 JW1417'ERECTED ABOUT 1910.
 JW1417
 JW1417                          STATION RECOVERY (1965)
 JW1417
 JW1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 JW1417'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN RECOVERY
 JW1417'(1958).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1139 ***********************************************************************
 JX1139  DESIGNATION -  TALLMANS
 JX1139  PID         -  JX1139
 JX1139  STATE/COUNTY-  WV/WOOD
 JX1139  USGS QUAD   -  LUBECK (1994)
 JX1139
 JX1139                         *CURRENT SURVEY CONTROL
 JX1139  ___________________________________________________________________
 JX1139* NAD 83(1986)-  39 14 46.     (N)    081 41 05.     (W)     SCALED    
 JX1139* NAVD 88     -       189.340  (meters)     621.19   (feet)  ADJUSTED  
 JX1139  ___________________________________________________________________
 JX1139  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JX1139  DYNAMIC HT  -         189.221 (meters)     620.80  (feet)  COMP
 JX1139  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 JX1139
 JX1139  VERT ORDER  -  FIRST     CLASS II
 JX1139
 JX1139.The horizontal coordinates were scaled from a topographic map and have
 JX1139.an estimated accuracy of +/- 6 seconds.
 JX1139
 JX1139.The orthometric height was determined by differential leveling
 JX1139.and adjusted by the National Geodetic Survey in June 1991..
 JX1139
 JX1139.The geoid height was determined by GEOID03.
 JX1139
 JX1139.The dynamic height is computed by dividing the NAVD 88
 JX1139.geopotential number by the normal gravity value computed on the
 JX1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1139.degrees latitude (g = 980.6199 gals.).
 JX1139
 JX1139.The modeled gravity was interpolated from observed gravity values.
 JX1139
 JX1139;                    North         East    Units  Estimated Accuracy
 JX1139;SPC WV N     -    85,120.      411,430.      MT  (+/- 180 meters Scaled)
 JX1139
 JX1139                          SUPERSEDED SURVEY CONTROL
 JX1139
 JX1139  NGVD 29 (??/??/92)  189.531  (m)          621.82   (f) ADJ UNCH    1 2
 JX1139
 JX1139.Superseded values are not recommended for survey control.
 JX1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1139.See file dsdata.txt to determine how the superseded data were derived.
 JX1139
 JX1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD409443(NAD 83)
 JX1139_MARKER: DB = BENCH MARK DISK
 JX1139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1139_SP_SET: BRIDGE
 JX1139_STAMPING: TALLMANS 1933
 JX1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1139
 JX1139  HISTORY     - Date     Condition        Report By
 JX1139  HISTORY     - 1933     MONUMENTED       CGS
 JX1139  HISTORY     - 1943     MARK NOT FOUND   NGS
 JX1139  HISTORY     - 1963     GOOD             NGS
 JX1139  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1139
 JX1139                          STATION DESCRIPTION
 JX1139
 JX1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1139'10.7 MI N FROM BELLEVILLE.
 JX1139'10.7 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1139'STATION AT BELLEVILLE, WOOD COUNTY, 33 YARDS NORTH OF THE CROSSING
 JX1139'AT TALLMANS, AT BRIDGE 1011, IN THE TOP OF THE NORTH STONE
 JX1139'ABUTMENT, 0.6 FOOT EAST OF THE WEST END, 8.2 FEET WEST OF THE
 JX1139'CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 JX1139'A STANDARD DISK, STAMPED TALLMANS 1933.
 JX1139
 JX1139                          STATION RECOVERY (1963)
 JX1139
 JX1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1139'RECOVERED IN GOOD CONDITION.
 JX1139
 JX1139                          STATION RECOVERY (1976)
 JX1139
 JX1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3006 ***********************************************************************
 HX3006  DESIGNATION -  TAN
 HX3006  PID         -  HX3006
 HX3006  STATE/COUNTY-  WV/WIRT
 HX3006  USGS QUAD   -  REEDY (1975)
 HX3006
 HX3006                         *CURRENT SURVEY CONTROL
 HX3006  ___________________________________________________________________
 HX3006* NAD 83(1995)-  38 59 59.84481(N)    081 28 30.13001(W)     ADJUSTED  
 HX3006* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 HX3006  ___________________________________________________________________
 HX3006  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 HX3006  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HX3006
 HX3006  HORZ ORDER  -  SECOND
 HX3006
 HX3006.The horizontal coordinates were established by classical geodetic methods
 HX3006.and adjusted by the National Geodetic Survey in April 1998..
 HX3006
 HX3006.The orthometric height was scaled from a topographic map.
 HX3006
 HX3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3006
 HX3006.The geoid height was determined by GEOID03.
 HX3006
 HX3006;                    North         East     Units Scale Factor Converg.
 HX3006;SPC WV N     -    57,384.491   428,923.400   MT  1.00000001   -1 15 34.6
 HX3006;SPC WV S     -   222,089.525   558,848.377   MT  1.00002693   -0 17 37.2
 HX3006;UTM  17      - 4,316,879.113   458,865.666   MT  0.99962083   -0 17 56.2
 HX3006
 HX3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3006!SPC WV N     -   0.99995059  x   1.00000001  =   0.99995060
 HX3006!SPC WV S     -   0.99995059  x   1.00002693  =   0.99997752
 HX3006!UTM  17      -   0.99995059  x   0.99962083  =   0.99957144
 HX3006
 HX3006|---------------------------------------------------------------------|
 HX3006| PID    Reference Object                     Distance      Geod. Az  |
 HX3006|                                                           dddmmss.s |
 HX3006| DC4431 TAN RM 1                             19.691 METERS 18656     |
 HX3006| DC4432 TAN RM 2                             14.217 METERS 25816     |
 HX3006| DC4430 TAN AZ MK                                          2651836.8 |
 HX3006|---------------------------------------------------------------------|
 HX3006
 HX3006                          SUPERSEDED SURVEY CONTROL
 HX3006
 HX3006  NAD 83(1986)-  38 59 59.84994(N)    081 28 30.13568(W) AD(       ) 2
 HX3006  NAD 27      -  38 59 59.55800(N)    081 28 30.69900(W) AD(       ) 2
 HX3006
 HX3006.Superseded values are not recommended for survey control.
 HX3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3006.See file dsdata.txt to determine how the superseded data were derived.
 HX3006
 HX3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5886616879(NAD 83)
 HX3006_MARKER: DS = TRIANGULATION STATION DISK
 HX3006_SETTING: 0 = UNSPECIFIED SETTING
 HX3006
 HX3006  HISTORY     - Date     Condition        Report By
 HX3006  HISTORY     - 1944     MONUMENTED       CGS
 HX3006
 HX3006                          STATION DESCRIPTION
 HX3006
 HX3006'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3006'STATION IS LOCATED ON A HIGH BARE RIDGE JUST S OF TAN ROUGH AND
 HX3006'LYNNCAMP RUN AND ABOUT 5 MILES W OF
 HX3006'PALESTINE.  IT IS 103 FEET S OF A FENCE CORNER AND
 HX3006'ABOUT 250 FEET N OF THE NE
 HX3006'CORNER OF A BARN.  THE DISK IS
 HX3006'STAMPED TAN 1944.
 HX3006'
 HX3006'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 HX3006'REFERENCE MARKS 1
 HX3006'AND 2 AND AZIMUTH MARK ARE BRONZE
 HX3006'DISKS SET IN DRILL HOLES IN
 HX3006'OUTCROPPING BEDROCK.
 HX3006'
 HX3006'REFERENCE MARK 1 IS ON THE S SLOPE OF HILL, ABOUT 200 FEET
 HX3006'N OF THE BARN.  IT
 HX3006'IS STAMPED TAN NO 1 1944.
 HX3006'
 HX3006'REFERENCE MARK 2 IS ON THE W SLOPE OF THE HILL AND IS
 HX3006'STAMPED TAN NO 2
 HX3006'1944.
 HX3006'
 HX3006'AZIMUTH MARK IS ON THE E SLOPE OF BARE KNOB, 36 FEET S OF
 HX3006'AN OLD DEAD APPLE
 HX3006'TREE, AND 40 FEET E OF THE TOP OF THE HILL.
 HX3006'IT IS STAMPED TAN 1944.
 HX3006'
 HX3006'TO REACH THE STATION FROM THE MAIN CORNER IN PALESTINE, GO
 HX3006'S ON STATE HIGHWAY
 HX3006'14 FOR 0.4 MILE TO A TEXACO SERVICE STATION
 HX3006'ON THE LEFT, AND A T-ROAD RIGHT
 HX3006'(GARFIELD ROAD).  TURN RIGHT ON
 HX3006'HARD-SURFACE ROAD AND GO 5.2 MILES TO A DIRT
 HX3006'T-ROAD RIGHT, TURN
 HX3006'RIGHT AND GO 2 MILES ON THE MAIN ROAD TO A WHITE HOUSE ON THE
 HX3006'LEFT.
 HX3006'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A DIM FORK RIGHT,
 HX3006'UP HILL (THERE IS ANOTHER
 HX3006'DIM FORK UP HILL JUST BEFORE REACHING
 HX3006'THIS FORK).  TURN RIGHT UP HILL AND FOLLOW
 HX3006'DIM ROAD FOR 0.25
 HX3006'MILE TO A BARE KNOB AND THE AZIMUTH MARK ON THE RIGHT.
 HX3006'CONTINUE ON
 HX3006'THE DIM ROAD 0.25 MILE TO AN OLD HOUSE ON THE RIGHT AND A
 HX3006'GATE STRAIGHT AHEAD.
 HX3006'KEEP RIGHT OF THE GATE AND FOLLOW THE
 HX3006'FENCE ON THE S SIDE TO THE SUMMIT OF A
 HX3006'RIDGE, TURN SHARP LEFT
 HX3006'THROUGH GATE AND TO THE E OF THE BARN UP HILL TO THE
 HX3006'SUMMIT
 HX3006'AND STATION.
 HX3006'
 HX3006'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2994 ***********************************************************************
 HX2994  DESIGNATION -  TANNER
 HX2994  PID         -  HX2994
 HX2994  STATE/COUNTY-  WV/ROANE
 HX2994  USGS QUAD   -  SPENCER (1986)
 HX2994
 HX2994                         *CURRENT SURVEY CONTROL
 HX2994  ___________________________________________________________________
 HX2994* NAD 83(1995)-  38 50 00.02725(N)    081 18 45.53990(W)     ADJUSTED  
 HX2994* NAVD 88     -       362.6    (meters)    1190.     (feet)  VERTCON   
 HX2994  ___________________________________________________________________
 HX2994  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 HX2994  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX2994
 HX2994  HORZ ORDER  -  FIRST
 HX2994
 HX2994.The horizontal coordinates were established by classical geodetic methods
 HX2994.and adjusted by the National Geodetic Survey in April 1998..
 HX2994
 HX2994.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2994
 HX2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2994
 HX2994.The geoid height was determined by GEOID03.
 HX2994
 HX2994;                    North         East     Units Scale Factor Converg.
 HX2994;SPC WV S     -   203,533.023   572,853.167   MT  0.99998973   -0 11 35.8
 HX2994;SPC WV N     -    38,594.729   442,614.019   MT  1.00003568   -1 09 21.8
 HX2994;UTM  17      - 4,298,328.935   472,863.666   MT  0.99960907   -0 11 45.8
 HX2994
 HX2994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2994!SPC WV S     -   0.99994836  x   0.99998973  =   0.99993809
 HX2994!SPC WV N     -   0.99994836  x   1.00003568  =   0.99998404
 HX2994!UTM  17      -   0.99994836  x   0.99960907  =   0.99955745
 HX2994
 HX2994|---------------------------------------------------------------------|
 HX2994| PID    Reference Object                     Distance      Geod. Az  |
 HX2994|                                                           dddmmss.s |
 HX2994| DC4434 TANNER RM 1                          20.686 METERS 11108     |
 HX2994| DC4433 TANNER AZ MK                                       2001048.1 |
 HX2994| HX2993 CRAIG USGS 1944                      36.858 METERS 33619     |
 HX2994|---------------------------------------------------------------------|
 HX2994
 HX2994                          SUPERSEDED SURVEY CONTROL
 HX2994
 HX2994  NAD 83(1986)-  38 50 00.03312(N)    081 18 45.54646(W) AD(       ) 1
 HX2994  NAD 27      -  38 49 59.72100(N)    081 18 46.11700(W) AD(       ) 1
 HX2994  NGVD 29 (07/19/86)  362.8    (m)         1190.     (f) VERT ANG       
 HX2994
 HX2994.Superseded values are not recommended for survey control.
 HX2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2994.See file dsdata.txt to determine how the superseded data were derived.
 HX2994
 HX2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7286498329(NAD 83)
 HX2994_MARKER: DS = TRIANGULATION STATION DISK
 HX2994_SETTING: 0 = UNSPECIFIED SETTING
 HX2994
 HX2994  HISTORY     - Date     Condition        Report By
 HX2994  HISTORY     - 1944     MONUMENTED       CGS
 HX2994  HISTORY     - 1956     GOOD             CGS
 HX2994
 HX2994                          STATION DESCRIPTION
 HX2994
 HX2994'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2994'STATION IS LOCATED
 HX2994'AT THE SW CORNER
 HX2994'OF THE TURNER FAMILTY BURIAL GROUND, ABOUT 5
 HX2994'MILES BY ROAD NE OF SPENCER, AND ON
 HX2994'LAND OWNED BY MR. C.H.
 HX2994'MCDONALD.  IT IS 19 FEET S OF THE S FENCE LINE OF THE
 HX2994'CEMETERY, 32
 HX2994'FEET E OF THE E FENCE GATEPOST, AND 4.5 FEET S OF A WITNESS
 HX2994'POST.  THE DISK IS
 HX2994'STAMPED TANNER 1944.
 HX2994'
 HX2994'SURFACE, UNDERGROUND, REFERENCE MARK 1, AND AZIMUTH MARK
 HX2994'ARE BRONZE DISKS
 HX2994'SET IN CONCRETE.
 HX2994'
 HX2994'REFERENCE MARK 1 IS AT THE S EDGE OF WOODS AND 4 FEET S OF
 HX2994'A FENCE.  IT IS
 HX2994'STAMPED TANNER NO 1 1944.
 HX2994'
 HX2994'CRAIG (U.S.G.S.) WAS USED AS A REFERENCE MARK.  IT IS LOCATED
 HX2994'IN THE TANNER
 HX2994'BURIAL GROUND, 48 FEET E OF W FENCE LINE, 39
 HX2994'FEET W OF E FENCE LINE, AND 101
 HX2994'FEET N OF S FENCE LINE.  IT IS
 HX2994'A BRONZE U.S. GEOLOGICAL SURVEY DISK PROJECTING
 HX2994'ABOUT 10 INCHES
 HX2994'ABOVE THE GROUND.  IT IS NOT STAMPED.
 HX2994'
 HX2994'AZIMUTH MARK IS ON THE W SIDE OF ROAD, 29.5 FEET W OF THE S
 HX2994'GATEPOST, 45 FEET
 HX2994'W OF THE CENTER LINE OF THE ROAD, AND 4 FEET E
 HX2994'OF A WITNESS POST.  IT IS STAMPED
 HX2994'TANNER 1944.
 HX2994'
 HX2994'TO REACH THE STATION FROM THE COURTHOUSE IN SPENCER, GO E
 HX2994'ON U.S. HIGHWAY 33
 HX2994'FOR 0.9 MILE TO A REVERSE FORK LEFT, TURN
 HX2994'SHARP LEFT AND GO 0.1 MILE TO A
 HX2994'SURFACED T-ROAD RIGHT, TURN RIGHT
 HX2994'AND GO 1.4 MILE TO A FORK ON TOP OF RIDGE, TAKE
 HX2994'LEFT FORK AND
 HX2994'GO 1.3 MILES TO ANOTHER FORK, TAKE LEFT FORK AND GO 0.6 MILE TO
 HX2994'THE AZIMUTH
 HX2994'MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.55
 HX2994'MILE TO A TRACK ROAD RIGHT AT
 HX2994'A SMALL SHEET-METAL BUILDING, TURN
 HX2994'RIGHT ON TRACK ROAD AND GO 0.15 MILE TO THE
 HX2994'TANNER BURIAL GROUND
 HX2994'ON THE LEFT AND STATION NEAR THE SW CORNER.
 HX2994'
 HX2994'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HX2994
 HX2994                          STATION RECOVERY (1956)
 HX2994
 HX2994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2994'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HX2994'CONDITION.  A CHECK WAS MADE OF
 HX2994'THE DISTANCE AND DIRECTION TO THE MARKS AND A SLIGHT DIFFERENCE FOUND
 HX2994'IN THE DIRECTION TO CRAIG (USGS)
 HX2994'1944.
 HX2994'
 HX2994'THE ORIGINAL 1944 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2126 ***********************************************************************
 JX2126  DESIGNATION -  TARKILN
 JX2126  PID         -  JX2126
 JX2126  STATE/COUNTY-  WV/RITCHIE
 JX2126  USGS QUAD   -  MACFARLAN (1987)
 JX2126
 JX2126                         *CURRENT SURVEY CONTROL
 JX2126  ___________________________________________________________________
 JX2126* NAD 83(1995)-  39 07 14.00089(N)    081 14 42.55139(W)     ADJUSTED  
 JX2126* NAVD 88     -       345.4    (meters)    1133.     (feet)  VERTCON   
 JX2126  ___________________________________________________________________
 JX2126  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 JX2126  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JX2126
 JX2126  HORZ ORDER  -  SECOND
 JX2126
 JX2126.The horizontal coordinates were established by classical geodetic methods
 JX2126.and adjusted by the National Geodetic Survey in April 1998..
 JX2126
 JX2126.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2126
 JX2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2126
 JX2126.The geoid height was determined by GEOID03.
 JX2126
 JX2126;                    North         East     Units Scale Factor Converg.
 JX2126;SPC WV N     -    70,358.016   449,093.134   MT  0.99997939   -1 06 46.8
 JX2126;SPC WV S     -   235,401.162   578,798.118   MT  1.00005917   -0 09 05.6
 JX2126;UTM  17      - 4,330,183.535   478,807.815   MT  0.99960553   -0 09 16.9
 JX2126
 JX2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2126!SPC WV N     -   0.99995111  x   0.99997939  =   0.99993050
 JX2126!SPC WV S     -   0.99995111  x   1.00005917  =   1.00001027
 JX2126!UTM  17      -   0.99995111  x   0.99960553  =   0.99955666
 JX2126
 JX2126:                Primary Azimuth Mark                     Grid Az
 JX2126:SPC WV N     -  TARKILN AZ MK                            087 30 18.0
 JX2126:SPC WV S     -  TARKILN AZ MK                            086 32 36.8
 JX2126:UTM  17      -  TARKILN AZ MK                            086 32 48.1
 JX2126
 JX2126|---------------------------------------------------------------------|
 JX2126| PID    Reference Object                     Distance      Geod. Az  |
 JX2126|                                                           dddmmss.s |
 JX2126| CD2199 TARKILN AZ MK                                      0862331.2 |
 JX2126| JX2125 BEA                                 APPROX. 3.9 KM 1572753.0 |
 JX2126| CD2200 TARKILN RM 1                         27.746 METERS 19444     |
 JX2126| CD2201 TARKILN RM 2                         24.862 METERS 30920     |
 JX2126|---------------------------------------------------------------------|
 JX2126
 JX2126                          SUPERSEDED SURVEY CONTROL
 JX2126
 JX2126  NAD 83(1986)-  39 07 14.00593(N)    081 14 42.55858(W) AD(       ) 2
 JX2126  NAD 27      -  39 07 13.72560(N)    081 14 43.14360(W) AD(       ) 2
 JX2126  NGVD 29 (07/19/86)  345.6    (m)         1134.     (f) VERT ANG       
 JX2126
 JX2126.Superseded values are not recommended for survey control.
 JX2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2126.See file dsdata.txt to determine how the superseded data were derived.
 JX2126
 JX2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7880830184(NAD 83)
 JX2126_MARKER: DS = TRIANGULATION STATION DISK
 JX2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2126
 JX2126  HISTORY     - Date     Condition        Report By
 JX2126  HISTORY     - 1956     MONUMENTED       CGS
 JX2126
 JX2126                          STATION DESCRIPTION
 JX2126
 JX2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX2126'STATION IS LOCATED ON A BARE GRASSY KNOLL AT THE SOUTHEAST END OF
 JX2126'RIDGE ABOUT 8-1/2 MILES
 JX2126'WEST-NORTHWEST OF SMITHVILLE, AND ABOUT 8-1/2 MILES EAST-NORTHEAST OF
 JX2126'ELIZABETH.  STATION IS 52 FEET EAST
 JX2126'OF TRACK ROAD, AND 3 FEET WEST-NORTHWEST OF WITNESS POST.  THE
 JX2126'MARK PROJECTS 6 INCHES AND THE DISK IS
 JX2126'STAMPED TARKILN 1956.
 JX2126'
 JX2126'REFERENCE MARK NO. 1 IS 12 FEET EAST OF EAST EDGE OF WOODS.  THE MARK
 JX2126'PROJECTS 6 INCHES AND THE
 JX2126'DISK IS STAMPED TARKILN NO 1 1956.
 JX2126'
 JX2126'REFERENCE MARK NO. 2 IS 9 FEET SOUTHWEST OF TRACK ROAD, AND 12 FEET
 JX2126'NORTHEAST OF TRACK ROAD.  THE
 JX2126'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED TARKILN NO 2 1956.
 JX2126'
 JX2126'AZIMUTH MARK IS 54 FEET SOUTHEAST OF OAK TREE, 8 FEET NORTH OF
 JX2126'FENCELINE, AND 2 FEET
 JX2126'NORTHEAST OF WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JX2126'IS STAMPED TARKILN 1956.
 JX2126'
 JX2126'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 50 AND 47 IN THE
 JX2126'EASTERN EDGE OF PARKERSBURG,
 JX2126'GO SOUTHEASTERLY ON STATE HIGHWAY NO. 47 FOR 22.5 MILES TO SIDE ROAD
 JX2126'LEFT AT CHURCH IN THE VILLAGE OF
 JX2126'CISCO.  TURN LEFT AND FOLLOW NARROW MACADAM ROAD NORTHEASTERLY
 JX2126'FOR 1.45 MILES TO FORKS.  KEEP RIGHT FORK AND
 JX2126'CONTINUE ON MACADAM ROAD FOR 0.95 MILE
 JX2126'TO T-ROAD RIGHT.  TURN RIGHT CROSS STEEL BRIDGE AND FOLLOW
 JX2126'CRUSHED ROCK ROAD FOR 1.7 MILES
 JX2126'TO RACY STORE.  TURN SHARP RIGHT AND FOLLOW WINDING CLAY ROAD FOR 1.7
 JX2126'MILES TO BOARD GATE ON LEFT.
 JX2126'PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 0.2 MILE TO TOP OF
 JX2126'KNOLL AND STATION AS DESCRIBED.
 JX2126'CONTINUE SOUTHEASTERLY ON TRACK ROAD FOR 0.05 MILE TO
 JX2126'DIM TRACK ROAD LEFT.  TURN LEFT AND GO EASTERLY ON
 JX2126'DIM TRACK ROAD FOR 0.15 MILE TO
 JX2126'AZIMUTH MARK ON RIGHT AS DESCRIBED.
 JX2126'
 JX2126'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3094 ***********************************************************************
 HX3094  DESIGNATION -  TATE
 HX3094  PID         -  HX3094
 HX3094  STATE/COUNTY-  WV/KANAWHA
 HX3094  USGS QUAD   -  POCATALICO (1976)
 HX3094
 HX3094                         *CURRENT SURVEY CONTROL
 HX3094  ___________________________________________________________________
 HX3094* NAD 83(1995)-  38 26 31.08801(N)    081 40 26.19013(W)     ADJUSTED  
 HX3094* NAVD 88     -       247.84   (+/-2cm)     813.1    (feet)  VERTCON   
 HX3094  ___________________________________________________________________
 HX3094  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 HX3094  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HX3094
 HX3094  HORZ ORDER  -  SECOND
 HX3094  VERT ORDER  -  THIRD ? (See Below)
 HX3094
 HX3094.The horizontal coordinates were established by classical geodetic methods
 HX3094.and adjusted by the National Geodetic Survey in April 1998..
 HX3094
 HX3094.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3094.The vertical order pertains to the NGVD 29 superseded value.
 HX3094
 HX3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3094
 HX3094.The geoid height was determined by GEOID03.
 HX3094
 HX3094;                    North         East     Units Scale Factor Converg.
 HX3094;SPC WV S     -   160,257.275   541,167.361   MT  0.99993575   -0 24 59.9
 HX3094;UTM  17      - 4,255,069.295   441,186.286   MT  0.99964260   -0 25 08.5
 HX3094
 HX3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3094!SPC WV S     -   0.99996633  x   0.99993575  =   0.99990208
 HX3094!UTM  17      -   0.99996633  x   0.99964260  =   0.99960894
 HX3094
 HX3094|---------------------------------------------------------------------|
 HX3094| PID    Reference Object                     Distance      Geod. Az  |
 HX3094|                                                           dddmmss.s |
 HX3094| DC4436 TATE RM 1                             6.200 METERS 03031     |
 HX3094| DC4437 TATE RM 2                            11.920 METERS 11305     |
 HX3094| DC4435 TATE AZ MK                                         1930027.5 |
 HX3094| HX3096 HUB 1944                            APPROX. 0.5 KM 2941226.9 |
 HX3094|---------------------------------------------------------------------|
 HX3094
 HX3094                          SUPERSEDED SURVEY CONTROL
 HX3094
 HX3094  NAD 83(1995)-  38 26 31.09452(N)    081 40 26.19628(W) AD(       ) 2
 HX3094  NAD 83(1986)-  38 26 31.09586(N)    081 40 26.19682(W) AD(       ) 2
 HX3094  NAD 27      -  38 26 30.75600(N)    081 40 26.74100(W) AD(       ) 2
 HX3094  NGVD 29 (07/19/86)  248.02   (m)          813.7    (f) LEVELING    3  
 HX3094
 HX3094.Superseded values are not recommended for survey control.
 HX3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3094.See file dsdata.txt to determine how the superseded data were derived.
 HX3094
 HX3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4118655069(NAD 83)
 HX3094_MARKER: DS = TRIANGULATION STATION DISK
 HX3094_SETTING: 0 = UNSPECIFIED SETTING
 HX3094
 HX3094  HISTORY     - Date     Condition        Report By
 HX3094  HISTORY     - 1944     MONUMENTED       CGS
 HX3094  HISTORY     - 1955     GOOD             USGS
 HX3094  HISTORY     - 1961     GOOD             CGS
 HX3094
 HX3094                          STATION DESCRIPTION
 HX3094
 HX3094'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3094'STATION IS LOCATED ABOUT 5 MILES NW OF WEST CHARLESTON, 21.5 FEET NW
 HX3094'OF THE CENTER LINE OF U.S.
 HX3094'HIGHWAY 21, 3 FEET NW OF A GUARDRAIL, AND 61 FEET S
 HX3094'OF THE SE CORNER OF A WHITE
 HX3094'HOUSE.  THE DISK IS STAMPED TATE 1944.
 HX3094'
 HX3094'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 HX3094'SET IN CONCRETE.
 HX3094'AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL
 HX3094'HOLE IN OUTCROPPING BEDROCK.
 HX3094'
 HX3094'REFERENCE MARK 1 IS ON THE NW SIDE OF THE HWY., 1.5 FEET NW
 HX3094'OF THE GUARDRAIL,
 HX3094'AND IS STAMPED TATE NO 1 1944.
 HX3094'
 HX3094'REFERENCE MARK 2 IS ON THE SW SIDE OF THE ROAD, 17 FEET SE
 HX3094'OF THE CENTER LINE
 HX3094'OF THE HIGHWAY, AND IS STAMPED TATE NO 1 1944.
 HX3094'
 HX3094'AZIMUTH MARK IS ON THE W SIDE OF THE HIGHWAY AND IS STAMPED
 HX3094'TATE 1944.  IT IS
 HX3094'25 FEET W OF THE CENTER LINE OF THE HIGHWAY.
 HX3094'
 HX3094'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 21
 HX3094'AND 60 IN WEST
 HX3094'CHARLESTON, GO N ON HIGHWAY 21 FOR 5.5 MILES TO A
 HX3094'CURVE AND THE AZIMUTH MARK ON THE
 HX3094'LEFT.  CONTINUE 0.2 MILE TO THE
 HX3094'STATION ON THE LEFT, ABOUT 100 YARDS BEYOND TATES STORE.
 HX3094'
 HX3094'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX3094
 HX3094                          STATION RECOVERY (1955)
 HX3094
 HX3094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 HX3094'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED IN GOOD
 HX3094'CONDITION.  TATES
 HX3094'STORE IS NO LONGER IN USE.  STATION IS 0.3 MILE SOUTH
 HX3094'OF JUNCTION OF FISHER BRIDGE ROAD TO LEFT.
 HX3094
 HX3094                          STATION RECOVERY (1961)
 HX3094
 HX3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 HX3094'THE STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED AS
 HX3094'DESCRIBED AND FOUND TO BE
 HX3094'IN GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT
 HX3094'RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3628 ***********************************************************************
 HW3628  DESIGNATION -  TAURUS
 HW3628  PID         -  HW3628
 HW3628  STATE/COUNTY-  WV/POCAHONTAS
 HW3628  USGS QUAD   -  GREEN BANK (1995)
 HW3628
 HW3628                         *CURRENT SURVEY CONTROL
 HW3628  ___________________________________________________________________
 HW3628* NAD 83(1995)-  38 26 13.92847(N)    079 50 10.19326(W)     ADJUSTED  
 HW3628* NAVD 88     -       814.744  (meters)    2673.04   (feet)  ADJUSTED  
 HW3628  ___________________________________________________________________
 HW3628  X           -     882,850.342 (meters)                     COMP
 HW3628  Y           -  -4,924,508.501 (meters)                     COMP
 HW3628  Z           -   3,944,058.963 (meters)                     COMP
 HW3628  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HW3628  ELLIP HEIGHT-         784.05  (meters)          (04/01/98) GPS OBS
 HW3628  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HW3628  DYNAMIC HT  -         814.086 (meters)    2670.88  (feet)  COMP
 HW3628  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 HW3628
 HW3628  HORZ ORDER  -  THIRD
 HW3628  VERT ORDER  -  FIRST     CLASS II
 HW3628  ELLP ORDER  -  FOURTH    CLASS I
 HW3628
 HW3628.The horizontal coordinates were established by GPS observations
 HW3628.and adjusted by the National Geodetic Survey in April 1998..
 HW3628
 HW3628.The orthometric height was determined by differential leveling
 HW3628.and adjusted by the National Geodetic Survey in March 1994..
 HW3628
 HW3628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3628
 HW3628.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3628
 HW3628.The ellipsoidal height was determined by GPS observations
 HW3628.and is referenced to NAD 83.
 HW3628
 HW3628.The geoid height was determined by GEOID03.
 HW3628
 HW3628.The dynamic height is computed by dividing the NAVD 88
 HW3628.geopotential number by the normal gravity value computed on the
 HW3628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3628.degrees latitude (g = 980.6199 gals.).
 HW3628
 HW3628.The modeled gravity was interpolated from observed gravity values.
 HW3628
 HW3628;                    North         East     Units Scale Factor Converg.
 HW3628;SPC WV S     -   160,152.236   701,603.413   MT  0.99993538   +0 43 10.1
 HW3628;UTM  17      - 4,254,966.702   601,573.609   MT  0.99972706   +0 43 24.8
 HW3628
 HW3628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3628!SPC WV S     -   0.99987699  x   0.99993538  =   0.99981238
 HW3628!UTM  17      -   0.99987699  x   0.99972706  =   0.99960409
 HW3628
 HW3628|---------------------------------------------------------------------|
 HW3628| PID    Reference Object                     Distance      Geod. Az  |
 HW3628|                                                           dddmmss.s |
 HW3628| HW3152 GREEN BANK T007                     379.213 METERS 08917     |
 HW3628|---------------------------------------------------------------------|
 HW3628
 HW3628                          SUPERSEDED SURVEY CONTROL
 HW3628
 HW3628  NAD 83(1995)-  38 26 13.93043(N)    079 50 10.19914(W) AD(       ) 3
 HW3628  NAD 83(1986)-  38 26 13.93340(N)    079 50 10.20414(W) AD(       ) 3
 HW3628  NAD 27      -  38 26 13.51016(N)    079 50 10.98779(W) AD(       ) 3
 HW3628  NGVD 29 (03/22/89)  815.0    (m)         2674.     (f) GPS OBS        
 HW3628
 HW3628.Superseded values are not recommended for survey control.
 HW3628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3628.See file dsdata.txt to determine how the superseded data were derived.
 HW3628
 HW3628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0157454967(NAD 83)
 HW3628_MARKER: DH = HORIZONTAL CONTROL DISK
 HW3628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3628_SP_SET: CONCRETE POST
 HW3628_STAMPING: TAURUS 1982
 HW3628_MARK LOGO: NGS   
 HW3628_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3628+STABILITY: SURFACE MOTION
 HW3628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3628+SATELLITE: SATELLITE OBSERVATIONS - 1987
 HW3628
 HW3628  HISTORY     - Date     Condition        Report By
 HW3628  HISTORY     - 1982     MONUMENTED       NGS
 HW3628  HISTORY     - 19820813 GOOD             NGS
 HW3628  HISTORY     - 1987     GOOD             NGS
 HW3628
 HW3628                          STATION DESCRIPTION
 HW3628
 HW3628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HW3628'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH OF GREEN BANK, 1.0
 HW3628'KM (0.6 MI) SOUTH OF ARBOVALE, AT THE NATIONAL RADIO ASTRONOMY
 HW3628'OBSERVATORY, NEAR THE SOUTHWEST CORNER OF THE 140 FOOT RADIO DISH.
 HW3628'OWNERSHIP--NATIONAL RADIO ASTRONOMY OBSERVATORY, P.O. BOX 2, GREEN
 HW3628'BANK WV 24944.  RICHARD FLEMING, BUSINESS MANAGER, PHONE (304)
 HW3628'456-2231.  TO REACH THE STATION FROM THE POST OFFICE IN GREEN BANK,
 HW3628'GO NORTHWEST FOR 1.9 KM (1.2 MI) ON STATE HIGHWAYS 28 AND 92 TO THE
 HW3628'MAIN ENTRANCE TO THE OBSERVATORY ON THE LEFT.  TURN LEFT AND GO
 HW3628'NORTHWEST FOR 0.6 KM (0.35 MI) ON PROJECT ROAD TO AN ELECTRONIC CROSS
 HW3628'BAR GATE.  PASS THROUGH THE GATE AND CONTINUE AHEAD FOR 1.5 KM (0.9
 HW3628'MI) TO THE FRONT ENTRANCE TO THE 140 FOOT RADIO DISH.  CONTINUE AHEAD
 HW3628'FOR 0.3 KM (0.2 MI) CURVING TO THE SOUTH AROUND THE DISH TO A REVERSE
 HW3628'FORK ON THE LEFT.  TURN SHARP LEFT AND GO NORTHWEST FOR 0.1 KM (0.05
 HW3628'MI) ON A SMALL GRAVEL ROAD TO THE CLEARING AND THE STATION ON THE
 HW3628'LEFT, AT THE BASE OF A LOW BANK AND BELOW A WOODEN TRIPOD.  THE
 HW3628'STATION IS A STANDARD NGS DISK STAMPED---TAURUS 1982---, SET INTO THE
 HW3628'TOP OF A ROUND CONCRETE MONUMENT 27 CM IN DIAMETER FLUSH WITH GROUND.
 HW3628'LOCATED 60.7 METERS (199.0 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST
 HW3628'CORNER OF THE LADDER SCAFFOLDING LEADING UP TO THE DECK AREA OF THE
 HW3628'DISH, 52.0 METERS (170.7 FT) WEST-NORTHWEST FROM THE WEST CORNER OF A
 HW3628'0.6 BY 0.6 METER CONCRETE PILLAR PROJECTING 1.0 METER, 25.9 METERS
 HW3628'(85.0 FT) SOUTH FROM THE SOUTH CORNER OF THE BASE OF A METAL LIGHT
 HW3628'POLE, 19.0 METERS (62.3 FT) NORTH-NORTHWEST FROM THE CENTER OF THE
 HW3628'GRAVEL ROAD, AND 18.7 METERS (61.3 FT) SOUTHEAST FROM THE EAST CORNER
 HW3628'OF A 0.6 BY 0.6 METER CONCRETE PILLAR PROJECTING 1.0 METER.
 HW3628'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 HW3628
 HW3628                          STATION RECOVERY (1987)
 HW3628
 HW3628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 HW3628'THE STATION WAS RECOVERED AT THIS DATE.
 HW3628'PREVIOUS DESCRIPTION NOT AVAILABLE, COMPLETE DESCRIPTION FOLLOWS.
 HW3628'
 HW3628'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 HW3628'NORTH OF GREEN BANK,
 HW3628'1.0 KM (0.6 MI) SOUTH OF ARBOVALE, AT THE NATIONAL RADIO
 HW3628'ASTRONOMY OBSERVATORY, NEAR THE SOUTHWEST CORNER OF THE 140 FOOT
 HW3628'RADIO DISH.
 HW3628'OWNERSHIP--NATIONAL RADIO ASTRONOMY OBSERVATORY, P.O. BOX 2,
 HW3628'GREEN BANK WV 24944.  RICHARD FLEMING, BUSINESS MANAGER, PHONE
 HW3628'(304) 456-2231.
 HW3628'
 HW3628'TO REACH THE STATION FROM THE POST OFFICE IN GREEN BANK, GO
 HW3628'NORTHWEST FOR 1.9 KM (1.2 MI) ON STATE HIGHWAYS 28 AND 92 TO THE
 HW3628'MAIN ENTRANCE TO THE OBSERVATORY ON THE LEFT.
 HW3628'TURN LEFT AND GO NORTHWEST FOR 0.6 KM (0.35 MI) ON PROJECT ROAD TO
 HW3628'AN ELECTRONIC CROSS BAR GATE.  PASS THROUGH THE GATE AND CONTINUE
 HW3628'AHEAD FOR 1.5 KM (0.9 MI) TO THE FRONT ENTRANCE TO THE 140 FOOT
 HW3628'RADIO DISH.  CONTINUE AHEAD FOR 0.3 KM (0.2 MI) CURVING TO THE
 HW3628'SOUTH AROUND THE DISH TO A REVERSE FORK ON THE LEFT.  TURN SHARP
 HW3628'LEFT AND GO NORTHWEST FOR 0.1 KM (0.05 MI) ON A SMALL GRAVEL ROAD
 HW3628'TO THE CLEARING AND THE STATION ON THE LEFT, AT THE BASE OF A LOW
 HW3628'BANK AND BELOW A WOODEN TRIPOD.
 HW3628'
 HW3628'THE STATION IS A STANDARD NGS DISK
 HW3628'STAMPED---TAURUS 1982---,
 HW3628'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HW3628'27 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HW3628'60.7 METERS (199.0 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER OF
 HW3628'THE LADDER SCAFFOLDING LEADING UP TO THE DECK AREA OF THE DISH,
 HW3628'52.0 METERS (170.7 FT) WEST-NORTHWEST FROM THE WEST CORNER OF A 0.6
 HW3628'BY 0.6 METER CONCRETE PILLAR PROJECTING 1.0 METER,
 HW3628'25.9 METERS (85.0 FT) SOUTH FROM THE SOUTH CORNER OF THE BASE OF A
 HW3628'METAL LIGHT POLE,
 HW3628'19.0 METERS (62.3 FT) NORTH-NORTHWEST FROM THE CENTER OF THE GRAVEL
 HW3628'ROAD, AND
 HW3628'18.7 METERS (61.3 FT) SOUTHEAST FROM THE EAST CORNER OF A 0.6 BY
 HW3628'0.6 METER CONCRETE PILLAR PROJECTING 1.0 METER.
 HW3628'
 HW3628'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2947 ***********************************************************************
 HX2947  DESIGNATION -  TAYLOR
 HX2947  PID         -  HX2947
 HX2947  STATE/COUNTY-  WV/BRAXTON
 HX2947  USGS QUAD   -  ROSEDALE (1976)
 HX2947
 HX2947                         *CURRENT SURVEY CONTROL
 HX2947  ___________________________________________________________________
 HX2947* NAD 83(1995)-  38 38 23.81459(N)    080 52 46.71794(W)     ADJUSTED  
 HX2947* NAVD 88     -       476.0    (meters)    1562.     (feet)  VERTCON   
 HX2947  ___________________________________________________________________
 HX2947  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 HX2947  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HX2947
 HX2947  HORZ ORDER  -  SECOND
 HX2947
 HX2947.The horizontal coordinates were established by classical geodetic methods
 HX2947.and adjusted by the National Geodetic Survey in April 1998..
 HX2947
 HX2947.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2947
 HX2947.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2947
 HX2947.The geoid height was determined by GEOID03.
 HX2947
 HX2947;                    North         East     Units Scale Factor Converg.
 HX2947;SPC WV S     -   182,026.048   610,478.201   MT  0.99995721   +0 04 27.9
 HX2947;UTM  17      - 4,276,829.386   510,474.462   MT  0.99960135   +0 04 30.6
 HX2947
 HX2947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2947!SPC WV S     -   0.99993040  x   0.99995721  =   0.99988762
 HX2947!UTM  17      -   0.99993040  x   0.99960135  =   0.99953178
 HX2947
 HX2947|---------------------------------------------------------------------|
 HX2947| PID    Reference Object                     Distance      Geod. Az  |
 HX2947|                                                           dddmmss.s |
 HX2947| DC4439 TAYLOR RM 1                           6.822 METERS 15705     |
 HX2947| DC4440 TAYLOR RM 2                           4.805 METERS 25029     |
 HX2947| DC4438 TAYLOR AZ MK                                       3095635.5 |
 HX2947|---------------------------------------------------------------------|
 HX2947
 HX2947                          SUPERSEDED SURVEY CONTROL
 HX2947
 HX2947  NAD 83(1986)-  38 38 23.82123(N)    080 52 46.72738(W) AD(       ) 2
 HX2947  NAD 27      -  38 38 23.46900(N)    080 52 47.35660(W) AD(       ) 2
 HX2947  NGVD 29 (07/19/86)  476.2    (m)         1562.     (f) VERT ANG       
 HX2947
 HX2947.Superseded values are not recommended for survey control.
 HX2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2947.See file dsdata.txt to determine how the superseded data were derived.
 HX2947
 HX2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC1047476829(NAD 83)
 HX2947_MARKER: DS = TRIANGULATION STATION DISK
 HX2947_SETTING: 66 = SET IN ROCK OUTCROP
 HX2947
 HX2947  HISTORY     - Date     Condition        Report By
 HX2947  HISTORY     - 1961     MONUMENTED       CGS
 HX2947  HISTORY     - 1977     GOOD             THOMAS
 HX2947
 HX2947                          STATION DESCRIPTION
 HX2947
 HX2947'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2947'STATION IS LOCATED ON THE HIGHEST POINT OF A ROCK POINTED HILL,
 HX2947'LOCALLY KNOWN AS
 HX2947'THE ELI TAYLOR KNOB.  IT IS AT THE HEAD OF JOES FORK AND
 HX2947'BIG FORK, ABOUT 1 MILE NORTHWEST OF
 HX2947'FRAMETOWN AND ABOUT 6-1/2 MILES WEST OF
 HX2947'GASSAWAY.  STATION IS ON THE PROPERTY OF LESSIE ADAMS.
 HX2947'IT IS 12.3 FEET
 HX2947'WEST OF FENCELINE, 12.2 FEET SOUTHWEST OF A 24 INCH MAPLE TREE, 5
 HX2947'FEET NORTH OF A 10
 HX2947'INCH OAK TREE AND 4.2 FEET NORTH OF METAL WITNESS POST WITH
 HX2947'SIGN.  STATION IS MARKED BY A
 HX2947'STANDARD DISK CEMENTED IN DRILLHOLE IN ROCK
 HX2947'AND THE DISK IS STAMPED TAYLOR 1961.
 HX2947'
 HX2947'TO REACH THE STATION FROM THE GASSAWAY CITY HALL, GO WEST ON STATE
 HX2947'HIGHWAY NO. 4 FOR
 HX2947'8.25 MILES TO A SIDE ROAD RIGHT AT FRAMETOWN, TURN
 HX2947'RIGHT AND GO NORTHERLY FOR 0.8 MILE
 HX2947'TO A SIDE ROAD LEFT (JOES ROAD).
 HX2947'TURN LEFT FOLLOWING DIRT ROAD WESTERLY FOR 1.15 MILES
 HX2947'TO THE TOP OF THE
 HX2947'DIVIDE AND CROSS ROAD.  (CONTINUE STRAIGHT AHEAD DOWN HILL AND GO
 HX2947'NORTHWESTERLY FOR 0.75 MILE
 HX2947'TO AZIMUTH MARK ON THE LEFT.) TURN LEFT AT BOARD
 HX2947'GATE, PASS THROUGH GATE AND GO
 HX2947'WEST ON FARM LANE FOR 0.15 MILE TO THE
 HX2947'FARM HOUSE AND END OF TRUCK TRAVEL.  FROM END OF
 HX2947'TRUCK TRAVEL PACK SOUTHWEST
 HX2947'ALONG PATH FOR ABOUT 0.1 MILE TO FENCE LINE LEADING LEFT UP STEEP
 HX2947'HILL, TURN LEFT
 HX2947'AND FOLLOW FENCE LINE TO THE TOP OF RIDGE AND THEN SOTUH
 HX2947'ALONG TOP OF RIDGE FOR ABOUT 0.3
 HX2947'MILE TO THE SECOND HILL TOP AND STATION AS DESCRIBED
 HX2947'
 HX2947'AZIMUTH MARK IS 11 FEET SOUTH OF THE APPROXIMATE CENTER OF DIRT ROAD
 HX2947'AND 1.9 FEET
 HX2947'NORTHEAST OF METAL WITNESS POST WITH SIGN.  IT IS MARKED BY A
 HX2947'STANDARD DISK CEMENTED IN THE
 HX2947'TOP OF A 12 X 12 INCH CONCRETE MONUMENT AND
 HX2947'THE DISK IS STAMPED TAYLOR 1961.  THE MARK
 HX2947'PROJECTS 2 INCHES ABOVE THE
 HX2947'SURFACE OF THE GROUND.
 HX2947'
 HX2947'REFERENCE MARK NO. 1 IS SET IN A LARGE BOULDER 1.5 FEET WEST OF EAST
 HX2947'EDGE OF BOULDER
 HX2947'AND 3.2 FEET NORTH OF THE SOUTH EDGE OF BOULDER.  IT IS
 HX2947'MARKED BY A STANDARD DISK CEMENTED
 HX2947'FLUSH IN DRILLHOLE IN ROCK AND THE DISK
 HX2947'IS STAMPED TAYLOR NO 1 1961.
 HX2947'
 HX2947'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE EAST EDGE OF LARGE BOULDER
 HX2947'AND 9 FEET
 HX2947'NORTHEAST OF AN 8 INCH OAK TREE.  IT IS MARKED BY A STANDARD DISK
 HX2947'CEMENTED IN DRILLHOLE IN ROCK
 HX2947'AND THE DISK IS STAMPED TAYLOR NO 2 1961.
 HX2947'
 HX2947'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 HX2947
 HX2947                          STATION RECOVERY (1977)
 HX2947
 HX2947'RECOVERY NOTE BY THOMAS ENG AND SURV 1977 (HBW)
 HX2947'TAYLOR 1961 RECOVERED UNDISTURBED.
 HX2947'
 HX2947'TAYLOR NO 1 1961 RECOVERED UNDISTURBED.
 HX2947'
 HX2947'TAYLOR NO 2 1961 RECOVERED UNDISTURBED.
 HX2947'
 HX2947'(AZ MK) TAYLOR 1961 RECOVERED UNDISTURBED.
 HX2947'
 HX2947'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NW OF FRAMETOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1991 ***********************************************************************
 JX1991  DESIGNATION -  TEA
 JX1991  PID         -  JX1991
 JX1991  STATE/COUNTY-  WV/WETZEL
 JX1991  USGS QUAD   -  LITTLETON (1976)
 JX1991
 JX1991                         *CURRENT SURVEY CONTROL
 JX1991  ___________________________________________________________________
 JX1991* NAD 83(1995)-  39 38 06.39552(N)    080 30 55.99604(W)     ADJUSTED  
 JX1991* NAVD 88     -       498.24   (+/-2cm)    1634.6    (feet)  VERTCON   
 JX1991  ___________________________________________________________________
 JX1991  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 JX1991  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JX1991
 JX1991  HORZ ORDER  -  THIRD
 JX1991  VERT ORDER  -  THIRD ? (See Below)
 JX1991
 JX1991.The horizontal coordinates were established by classical geodetic methods
 JX1991.and adjusted by the National Geodetic Survey in April 1998..
 JX1991
 JX1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1991.The vertical order pertains to the NGVD 29 superseded value.
 JX1991
 JX1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1991
 JX1991.The geoid height was determined by GEOID03.
 JX1991
 JX1991;                    North         East     Units Scale Factor Converg.
 JX1991;SPC WV N     -   126,509.488   512,825.076   MT  0.99994075   -0 38 51.7
 JX1991;UTM  17      - 4,387,371.371   541,571.484   MT  0.99962128   +0 18 32.5
 JX1991
 JX1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1991!SPC WV N     -   0.99992703  x   0.99994075  =   0.99986779
 JX1991!UTM  17      -   0.99992703  x   0.99962128  =   0.99954834
 JX1991
 JX1991:                Primary Azimuth Mark                     Grid Az
 JX1991:SPC WV N     -  HUNDRED MICROWAVE TOWER                  058 30 22.6
 JX1991:UTM  17      -  HUNDRED MICROWAVE TOWER                  057 32 58.4
 JX1991
 JX1991|---------------------------------------------------------------------|
 JX1991| PID    Reference Object                     Distance      Geod. Az  |
 JX1991|                                                           dddmmss.s |
 JX1991| JX1872 HUNDRED MICROWAVE TOWER             APPROX. 8.2 KM 0575130.9 |
 JX1991| JX1869 BURTON                              APPROX. 9.3 KM 0895345.9 |
 JX1991| CX5465 TEA RM 1                              3.522 METERS 13200     |
 JX1991| CX5466 TEA RM 2                              4.844 METERS 21508     |
 JX1991|---------------------------------------------------------------------|
 JX1991
 JX1991                          SUPERSEDED SURVEY CONTROL
 JX1991
 JX1991  NAD 83(1986)-  39 38 06.39989(N)    080 30 56.00257(W) AD(       ) 3
 JX1991  NAD 27      -  39 38 06.09380(N)    080 30 56.67540(W) AD(       ) 3
 JX1991  NGVD 29 (07/19/86)  498.39   (m)         1635.1    (f) LEVELING    3  
 JX1991
 JX1991.Superseded values are not recommended for survey control.
 JX1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1991.See file dsdata.txt to determine how the superseded data were derived.
 JX1991
 JX1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4157187371(NAD 83)
 JX1991_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JX1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1991_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1991
 JX1991  HISTORY     - Date     Condition        Report By
 JX1991  HISTORY     - 1963     MONUMENTED       USGS
 JX1991
 JX1991                          STATION DESCRIPTION
 JX1991
 JX1991'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX1991'NO MEASUREMENT BETWEEN RMS BECAUSE OF TREES ON LINE.
 JX1991'
 JX1991'THE STATION IS ON A HILL ABOUT 4-1/2 MILES SOUTHWEST OF HUNDRED,
 JX1991'4-1/2 MILES SOUTH OF LITTLETON,
 JX1991'28 MILES EAST OF NEW MARTINSVILLE, 2-1/4 MILES EAST OF THE SMALL
 JX1991'SETTLEMENT OF KNOB FORK AND ON THE
 JX1991'PROPERTY OF MRS. THOMAS.  IT IS 5 FEET NORTH OF A WITNESS
 JX1991'POST AND 18 FEET SOUTHEAST OF A 4 INCH
 JX1991'LOCUST TREE.  THE MONUMENT PROJECTS 2 INCHES AND
 JX1991'THE DISK IS STAMPED TEA USGS 1957 1963 1935 FT.
 JX1991'
 JX1991'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2, 7 AND 20
 JX1991'IN SOUTH PART OF NEW
 JX1991'MARTINSVILLE, GO EAST ON HIGHWAY 7 AND 20 FOR 2.8 MILES TO A FORK
 JX1991'(HIGHWAY 20 TO THE RIGHT AND HIGHWAY
 JX1991'7 TURNS LEFT).  TURN LEFT AND GO EASTERLY ON HIGHWAY 7 FOR 12.55
 JX1991'MILES TO A CHURCH ON THE LEFT IN SMALL
 JX1991'VILLAGE OF WILEYVILLE.  CONTINUE EAST ON HIGHWAY
 JX1991'7 FOR 7.85 MILES TO MR. ZION BAPTIST CHURCH ON THE LEFT.
 JX1991'CONTINUE EASTERLY ON MAIN HIGHWAY 2.05
 JX1991'MILES TO A SIDE ROAD LEFT AND A CAFE AND SERVICE STATION ON THE
 JX1991'RIGHT.  CONTINUE EASTERLY ON
 JX1991'HIGHWAY 7 FOR 1.8 MILES TO EASTVIEW CHURCH AND A GRAVELED SIDE ROAD
 JX1991'ON THE RIGHT.  TURN RIGHT AND
 JX1991'GO SOUTH ON GRAVELED ROAD FOR 1.9 MILES TO A BARN ON THE
 JX1991'RIGHT AND A LARGE WHITE HOUSE ON THE LEFT.  TURN
 JX1991'LEFT ON A DIM FIELD ROAD JUST WEST OF
 JX1991'THE HOUSE AND GO NORTHERLY FOR 0.05 MILE.  TURN SHARP RIGHT AND GO
 JX1991'SOUTHERLY UP HILL FOR 0.05 MILE TO
 JX1991'STATION.
 JX1991'
 JX1991'REFERENCE MARK 1 IS A STANDARD USGS REFERENCE MARK DISK SET IN OUT
 JX1991'CROPPING BEDROCK.  IT IS 10 FEET
 JX1991'EAST OF A WITNESS POST AND 25 FEET SOUTHEAST OF A 4 INCH LOCUST
 JX1991'TREE.  THE DISK IS STAMPED NO 1
 JX1991'1957 1933 FT.
 JX1991'
 JX1991'REFERENCE MARK 2 IS A STANDARD USGS REFERENCE MARK DISK SET IN
 JX1991'OUTCROPPING BEDROCK.  IT IS 12
 JX1991'FEET SOUTHWEST OF THE WITNESS POST AND 24 FEET SOUTH OF A 4 INCH
 JX1991'LOCUST TREE.  THE DISK IS STAMPED NO
 JX1991'2 1957 1963 FT.
 JX1991'
 JX1991'STATION MARK WAS RESET AT THIS TIME.  THE ORIGINAL POSITION AND
 JX1991'ELEVATION WAS HELD.
 JX1991'
 JX1991'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1857 ***********************************************************************
 JX1857  DESIGNATION -  TENANT
 JX1857  PID         -  JX1857
 JX1857  STATE/COUNTY-  WV/MONONGALIA
 JX1857  USGS QUAD   -  GRANT TOWN (1976)
 JX1857
 JX1857                         *CURRENT SURVEY CONTROL
 JX1857  ___________________________________________________________________
 JX1857* NAD 83(1995)-  39 37 01.50188(N)    080 12 45.14702(W)     ADJUSTED  
 JX1857* NAVD 88     -       519.78   (+/-2cm)    1705.3    (feet)  VERTCON   
 JX1857  ___________________________________________________________________
 JX1857  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 JX1857  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JX1857
 JX1857  HORZ ORDER  -  FIRST
 JX1857  VERT ORDER  -  THIRD ? (See Below)
 JX1857
 JX1857.The horizontal coordinates were established by classical geodetic methods
 JX1857.and adjusted by the National Geodetic Survey in April 1998..
 JX1857
 JX1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1857.The vertical order pertains to the NGVD 29 superseded value.
 JX1857
 JX1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1857
 JX1857.The geoid height was determined by GEOID03.
 JX1857
 JX1857;                    North         East     Units Scale Factor Converg.
 JX1857;SPC WV N     -   124,258.118   538,819.150   MT  0.99994075   -0 27 16.0
 JX1857;SPC PA S     -    34,454.757   388,558.031   MT  1.00006449   -1 35 51.6
 JX1857;SPC PA S     -   113,040.32  1,274,794.14   sFT  1.00006449   -1 35 51.6
 JX1857;UTM  17      - 4,385,554.868   567,591.627   MT  0.99965625   +0 30 07.7
 JX1857
 JX1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1857!SPC WV N     -   0.99992360  x   0.99994075  =   0.99986436
 JX1857!SPC PA S     -   0.99992360  x   1.00006449  =   0.99998809
 JX1857!UTM  17      -   0.99992360  x   0.99965625  =   0.99957988
 JX1857
 JX1857|---------------------------------------------------------------------|
 JX1857| PID    Reference Object                     Distance      Geod. Az  |
 JX1857|                                                           dddmmss.s |
 JX1857| CX5473 TENANT RM 1                          10.410 METERS 07831     |
 JX1857| JX1858 TENANT USGS 1941                      7.253 METERS 16512     |
 JX1857| CX5472 TENANT AZ MK                                       3551548.7 |
 JX1857|---------------------------------------------------------------------|
 JX1857
 JX1857                          SUPERSEDED SURVEY CONTROL
 JX1857
 JX1857  NAD 83(1986)-  39 37 01.50264(N)    080 12 45.15311(W) AD(       ) 1
 JX1857  NAD 27      -  39 37 01.21410(N)    080 12 45.87570(W) AD(       ) 1
 JX1857  NGVD 29 (07/19/86)  519.92   (m)         1705.8    (f) LEVELING    3  
 JX1857
 JX1857.Superseded values are not recommended for survey control.
 JX1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1857.See file dsdata.txt to determine how the superseded data were derived.
 JX1857
 JX1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6759285555(NAD 83)
 JX1857_MARKER: DS = TRIANGULATION STATION DISK
 JX1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1857
 JX1857  HISTORY     - Date     Condition        Report By
 JX1857  HISTORY     - 1941     MONUMENTED       CGS
 JX1857  HISTORY     - 1980     GOOD             LOCENG
 JX1857
 JX1857                          STATION DESCRIPTION
 JX1857
 JX1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1857'THE STATION IS
 JX1857'LOCATED ABOUT
 JX1857'4-1/2 MILES BY ROAD NE OF THE VILLAGE OF FAIRVIEW
 JX1857'ON THE HIGHEST POINT OF A
 JX1857'PROMINENT SHARP-TOPPED HILL COVERED WITH
 JX1857'SMALL LOCUST TREES.  IT IS STAMPED TENANT
 JX1857'1941 AND PROJECTS 4
 JX1857'INCHES.  THE PROPERTY IS OWNED BY ENOS TENANT WHO LIVES AT
 JX1857'THE BASE OF
 JX1857'THE HILL SE OF THE STATION.  U.S. GEOLOGICAL SURVEY TRIANGULATION
 JX1857'STATION TENANT IS ON THE SLOPE OF THE HILL.
 JX1857'
 JX1857'SURFACE, UNDERGROUND, REFERENCE NO. 1, AND AZIMUTH MARKS ARE
 JX1857'STANDARD BRONZE
 JX1857'DISKS SET IN CONCRETE.
 JX1857'
 JX1857'REFERENCE MARK NO. 1 IS STAMPED TENANT NO. 1 1941 AND PROJECTS
 JX1857'6 INCHES.
 JX1857'
 JX1857'REFERENCE MARK NO. 2 IS U.S. GEOLOGICAL SURVEY TRIANGULATION
 JX1857'STATION TENANT.
 JX1857'IT IS A STANDARD U.S.G.S. TRIANGULATION DISK (NOT
 JX1857'STAMPED) SET FLUSH IN A 6-INCH
 JX1857'SQUARE CONCRETE POST PROJECTING 6 INCHES.
 JX1857'
 JX1857'THE AZIMUTH MARK IS IN A FENCE LINE IN THE SE ANGLE OF A T
 JX1857'ROAD JUNCTION WITH
 JX1857'A MACADAM HIGHWAY.  IT IS 53 FEET S OF THE
 JX1857'CENTER OF THE HIGHWAY, PROJECTING 6
 JX1857'INCHES AND IS STAMPED TENANT 1941.
 JX1857'
 JX1857'TO REACH THE STATION FROM THE POST OFFICE IN FAIRVIEW, GO N
 JX1857'ON A MACADAM ROAD
 JX1857'FOR 1.1 MILES TO A FORKS, TAKE THE RIGHT FORK AND
 JX1857'GO 2.4 MILES TO A CROSS ROAD, TURN
 JX1857'SHARP RIGHT AND GO 0.1 MILE TO
 JX1857'A SIDE ROAD RIGHT (THE AZIMUTH MARK IS IN THE SE
 JX1857'ANGLE OF THIS INTERSECTION)
 JX1857'TURN RIGHT AND FOLLOW A DIRT ROAD FOR 0.5 MILE TO A
 JX1857'FORKS.  TAKE THE
 JX1857'LEFT FORK AND GO 0.4 MILE TO A ROAD FORKS AND A
 JX1857'HILL STRAIGHT AHEAD.  GO STRAIGHT
 JX1857'AHEAD 0.1 MILE TO THE HIGHEST
 JX1857'POINT OF THE HILL AND THE STATION.
 JX1857'
 JX1857'A 37-FOOT TOWER IS NEEDED TO SEE ALL LINES.
 JX1857
 JX1857                          STATION RECOVERY (1980)
 JX1857
 JX1857'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (GMH)
 JX1857'TENANT 1941 AZIMUTH MARK AND BM - NOT FOUND - COVERED WITH JUNK AND
 JX1857'GARBAGE PILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1858 ***********************************************************************
 JX1858  DESIGNATION -  TENANT USGS 1941
 JX1858  PID         -  JX1858
 JX1858  STATE/COUNTY-  WV/MONONGALIA
 JX1858  USGS QUAD   -  GRANT TOWN (1976)
 JX1858
 JX1858                         *CURRENT SURVEY CONTROL
 JX1858  ___________________________________________________________________
 JX1858* NAD 83(1995)-  39 37 01.27451(N)    080 12 45.06931(W)     ADJUSTED  
 JX1858* NAVD 88     -       519.85   (+/-2cm)    1705.5    (feet)  VERTCON   
 JX1858  ___________________________________________________________________
 JX1858  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 JX1858  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JX1858
 JX1858  HORZ ORDER  -  SECOND
 JX1858  VERT ORDER  -  THIRD ? (See Below)
 JX1858
 JX1858.The horizontal coordinates were established by classical geodetic methods
 JX1858.and adjusted by the National Geodetic Survey in April 1998..
 JX1858
 JX1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1858.The vertical order pertains to the NGVD 29 superseded value.
 JX1858
 JX1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1858
 JX1858.The geoid height was determined by GEOID03.
 JX1858
 JX1858;                    North         East     Units Scale Factor Converg.
 JX1858;SPC WV N     -   124,251.092   538,820.948   MT  0.99994075   -0 27 15.9
 JX1858;SPC PA S     -    34,447.695   388,559.688   MT  1.00006451   -1 35 51.6
 JX1858;SPC PA S     -   113,017.15  1,274,799.58   sFT  1.00006451   -1 35 51.6
 JX1858;UTM  17      - 4,385,547.874   567,593.542   MT  0.99965625   +0 30 07.8
 JX1858
 JX1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1858!SPC WV N     -   0.99992359  x   0.99994075  =   0.99986435
 JX1858!SPC PA S     -   0.99992359  x   1.00006451  =   0.99998810
 JX1858!UTM  17      -   0.99992359  x   0.99965625  =   0.99957987
 JX1858
 JX1858                          SUPERSEDED SURVEY CONTROL
 JX1858
 JX1858  NAD 83(1986)-  39 37 01.27528(N)    080 12 45.07539(W) AD(       ) 2
 JX1858  NAD 27      -  39 37 00.98670(N)    080 12 45.79790(W) AD(       ) 2
 JX1858  NGVD 29 (07/19/86)  519.99   (m)         1706.0    (f) LEVELING    3  
 JX1858
 JX1858.Superseded values are not recommended for survey control.
 JX1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1858.See file dsdata.txt to determine how the superseded data were derived.
 JX1858
 JX1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6759485548(NAD 83)
 JX1858_MARKER: DD = SURVEY DISK
 JX1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1858_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1858+STABILITY: SURFACE MOTION
 JX1858
 JX1858  HISTORY     - Date     Condition        Report By
 JX1858  HISTORY     - 1941     MONUMENTED       USGS
 JX1858
 JX1858                          STATION DESCRIPTION
 JX1858
 JX1858'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 JX1858'THE STATION IS LOCATED ABOUT 4-1/2 MILES BY ROAD NE OF THE VILLAGE OF
 JX1858'FAIRVIEW ON THE S
 JX1858'SLOPE OF A PROMINENT SHARP-TOPPED HILL COVERED
 JX1858'WITH SMALL LOCUST TREES.  THE
 JX1858'PROPERTY IS OWNED BY ENOS TENANT WHO
 JX1858'LIVES AT THE BASE OF THE HILL SE OF THE STATION.
 JX1858'IT IS A STANDARD
 JX1858'U.S. GOLOGICAL TRIANGULATION STATION DISK SET FLUSH IN A 6-INCH
 JX1858'SQUARE CONCRETE
 JX1858'POST PROJECTING 6 INCHES (NOT STAMPED).  A
 JX1858'TRAVERSE CONNECTION WAS MADE TO
 JX1858'U.S. COAST AND GEODETIC SURVEY TRIANGULATION
 JX1858'STATION TENANT WHICH IS LOCATED AT THE HIGHEST
 JX1858'POINT OF
 JX1858'THE HILL.  DISTANCE, 7.253 METERS, 23.80 FET.
 JX1858'
 JX1858'TO REACH THE STATION FROM THE POST OFFICE IN FAIRVIEW, GO N
 JX1858'ON A MACADAM ROAD
 JX1858'FOR 1.1 MILES TO A FORKS, TAKE THE RIGHT FORK AND
 JX1858'GO 2.4 MILES TO A CROSS ROAD, TURN
 JX1858'SHARP RIGHT AND GO 0.1 MILE TO
 JX1858'A SIDE ROAD RIGHT (THE AZIMUTH MARK IS IN THE SE
 JX1858'ANGLE OF THIS INTERSECTION)
 JX1858'TURN RIGHT AND FOLLOW A DIRT ROAD FOR 0.5 MILE TO A
 JX1858'FORKS.  TAKE THE
 JX1858'LEFT FORK AND GO 0.4 MILE TO A ROAD FORKS AND A
 JX1858'HILL STRAIGHT AHEAD.  GO STRAIGHT
 JX1858'AHEAD 0.1 MILE TO THE HIGHEST
 JX1858'POINT OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1347 ***********************************************************************
 JW1347  DESIGNATION -  TERRA ALTA CP MICROWAVE
 JW1347  PID         -  JW1347
 JW1347  STATE/COUNTY-  WV/PRESTON
 JW1347  USGS QUAD   -  CUZZART (1976)
 JW1347
 JW1347                         *CURRENT SURVEY CONTROL
 JW1347  ___________________________________________________________________
 JW1347* NAD 83(1995)-  39 30 38.33397(N)    079 31 59.28568(W)     ADJUSTED  
 JW1347* NAVD 88     -                                                        
 JW1347  ___________________________________________________________________
 JW1347  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 JW1347  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JW1347
 JW1347  HORZ ORDER  -  THIRD
 JW1347
 JW1347.The horizontal coordinates were established by classical geodetic methods
 JW1347.and adjusted by the National Geodetic Survey in April 1998..
 JW1347
 JW1347
 JW1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1347
 JW1347.The geoid height was determined by GEOID03.
 JW1347
 JW1347;                    North         East     Units Scale Factor Converg.
 JW1347;SPC WV N     -   112,199.568   597,150.551   MT  0.99994276   -0 01 16.1
 JW1347;SPC MD       -   207,719.523   182,175.178   MT  1.00001117   -1 35 23.6
 JW1347;SPC MD       -   681,493.14    597,686.40   sFT  1.00001117   -1 35 23.6
 JW1347;UTM  17      - 4,374,473.393   626,103.022   MT  0.99979579   +0 56 00.1
 JW1347
 JW1347                          SUPERSEDED SURVEY CONTROL
 JW1347
 JW1347  NAD 83(1995)-  39 30 38.33534(N)    079 31 59.29030(W) AD(       ) 4
 JW1347  NAD 83(1986)-  39 30 38.34195(N)    079 31 59.29562(W) AD(       ) 4
 JW1347  NAD 27      -  39 30 38.01204(N)    079 32 00.12668(W) AD(       ) 3
 JW1347
 JW1347.Superseded values are not recommended for survey control.
 JW1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1347.See file dsdata.txt to determine how the superseded data were derived.
 JW1347
 JW1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD2610374473(NAD 83)
 JW1347_MARKER: 44 = MICROWAVE MAST
 JW1347
 JW1347  HISTORY     - Date     Condition        Report By
 JW1347  HISTORY     - 1975     FIRST OBSERVED   NGS
 JW1347
 JW1347                          STATION DESCRIPTION
 JW1347
 JW1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 JW1347'THE STATION, TERRA ALTA CHESAPEAKE AND POTOMAC TELEPHONE COMPANY
 JW1347'OF WEST VIRGINIA MICROWAVE MAST, IS THE LIGHT ATOP A TRIANGULAR
 JW1347'STEEL, GUYED MAST THAT IS PAINTED ALTERNATELY RED AND WHITE.
 JW1347'THE STRUCTURE HAS AN OVERALL HEIGHT OF 160 FEET AND HAS A
 JW1347'REFLECTOR MOUNTED ABOUT HALFWAY UP THE MAST AND SEVERAL NEAR THE
 JW1347'TOP.
 JW1347'
 JW1347'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF ACCIDENT, 9
 JW1347'MILES NORTH-NORTHWEST OF OAKLAND, 8 MILES EAST-NORTHEAST OF
 JW1347'KINGWOOD AND ON A WOODED HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2612 ***********************************************************************
 HX2612  DESIGNATION -  THEO
 HX2612  PID         -  HX2612
 HX2612  STATE/COUNTY-  WV/MASON
 HX2612  USGS QUAD   -  MOUNT ALTO (1994)
 HX2612
 HX2612                         *CURRENT SURVEY CONTROL
 HX2612  ___________________________________________________________________
 HX2612* NAD 83(1986)-  38 52 27.     (N)    081 54 21.     (W)     SCALED    
 HX2612* NAVD 88     -       177.631  (meters)     582.78   (feet)  ADJUSTED  
 HX2612  ___________________________________________________________________
 HX2612  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HX2612  DYNAMIC HT  -         177.517 (meters)     582.40  (feet)  COMP
 HX2612  MODELED GRAV-     979,982.2   (mgal)                       NAVD 88
 HX2612
 HX2612  VERT ORDER  -  FIRST     CLASS II
 HX2612
 HX2612.The horizontal coordinates were scaled from a topographic map and have
 HX2612.an estimated accuracy of +/- 6 seconds.
 HX2612
 HX2612.The orthometric height was determined by differential leveling
 HX2612.and adjusted by the National Geodetic Survey in June 1991..
 HX2612.WARNING-Repeat measurements at this control monument indicate possible
 HX2612.vertical movement.
 HX2612
 HX2612.The geoid height was determined by GEOID03.
 HX2612
 HX2612.The dynamic height is computed by dividing the NAVD 88
 HX2612.geopotential number by the normal gravity value computed on the
 HX2612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2612.degrees latitude (g = 980.6199 gals.).
 HX2612
 HX2612.The modeled gravity was interpolated from observed gravity values.
 HX2612
 HX2612;                    North         East    Units  Estimated Accuracy
 HX2612;SPC WV S     -   208,400.      521,390.      MT  (+/- 180 meters Scaled)
 HX2612
 HX2612                          SUPERSEDED SURVEY CONTROL
 HX2612
 HX2612  NGVD 29 (??/??/92)  177.81   (m)          583.4    (f) COMPUTED    1 2
 HX2612
 HX2612.Superseded values are not recommended for survey control.
 HX2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2612.See file dsdata.txt to determine how the superseded data were derived.
 HX2612
 HX2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD214032(NAD 83)
 HX2612_MARKER: DB = BENCH MARK DISK
 HX2612_SETTING: 66 = SET IN ROCK OUTCROP
 HX2612_SP_SET: ROCK OUTCROP
 HX2612_STAMPING: THEO 1933
 HX2612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2612+STABILITY: POSITION/ELEVATION WELL
 HX2612
 HX2612  HISTORY     - Date     Condition        Report By
 HX2612  HISTORY     - 1933     MONUMENTED       CGS
 HX2612  HISTORY     - 1957     MARK NOT FOUND   NGS
 HX2612
 HX2612                          STATION DESCRIPTION
 HX2612
 HX2612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HX2612'1.9 MI SE FROM LETART.
 HX2612'1.9 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2612'THE STATION AT LETART, 81.2 FEET WEST ACROSS THE TRACK FROM THE
 HX2612'THIRD POLE NORTHWEST OF POLE 142+10, 56 FEET SOUTHWEST OF THE
 HX2612'CENTERLINE OF THE TRACK, IN THE TOP OF A SANDSTONE OUTCROP IN A
 HX2612'PASTURE, ABOUT 3 FEET HIGHER THAN THE TRACK, AND ABOUT 1-1/2
 HX2612'FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED THEO
 HX2612'1933.  NOTE-- THE DESCRIPTION IS NOT PRECISE ENOUGH AS THE
 HX2612'POLE NUMBERS, TO WHICH REFERENCE HAS BEEN MADE, ARE CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2902 ***********************************************************************
 HX2902  DESIGNATION -  THOMAS
 HX2902  PID         -  HX2902
 HX2902  STATE/COUNTY-  WV/WEBSTER
 HX2902  USGS QUAD   -  COWEN (1995)
 HX2902
 HX2902                         *CURRENT SURVEY CONTROL
 HX2902  ___________________________________________________________________
 HX2902* NAD 83(1995)-  38 29 16.73443(N)    080 36 54.34986(W)     ADJUSTED  
 HX2902* NAVD 88     -       753.4    (meters)    2472.     (feet)  VERTCON   
 HX2902  ___________________________________________________________________
 HX2902  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 HX2902  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HX2902
 HX2902  HORZ ORDER  -  THIRD
 HX2902
 HX2902.The horizontal coordinates were established by classical geodetic methods
 HX2902.and adjusted by the National Geodetic Survey in April 1998..
 HX2902
 HX2902.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2902
 HX2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2902
 HX2902.The geoid height was determined by GEOID03.
 HX2902
 HX2902;                    North         East     Units Scale Factor Converg.
 HX2902;SPC WV S     -   165,220.456   633,579.593   MT  0.99993967   +0 14 16.6
 HX2902;UTM  17      - 4,260,030.041   533,568.341   MT  0.99961388   +0 14 22.4
 HX2902
 HX2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2902!SPC WV S     -   0.99988672  x   0.99993967  =   0.99982640
 HX2902!UTM  17      -   0.99988672  x   0.99961388  =   0.99950064
 HX2902
 HX2902:                Primary Azimuth Mark                     Grid Az
 HX2902:SPC WV S     -  THOMAS AZ MK                             033 43 50.2
 HX2902:UTM  17      -  THOMAS AZ MK                             033 43 44.4
 HX2902
 HX2902|---------------------------------------------------------------------|
 HX2902| PID    Reference Object                     Distance      Geod. Az  |
 HX2902|                                                           dddmmss.s |
 HX2902| DC4444 THOMAS AZ MK                                       0335806.8 |
 HX2902| DC4445 THOMAS RM 1                          25.317 METERS 03453     |
 HX2902| DC4854 THOMAS RM 2                          21.191 METERS 15000     |
 HX2902|---------------------------------------------------------------------|
 HX2902
 HX2902                          SUPERSEDED SURVEY CONTROL
 HX2902
 HX2902  NAD 83(1986)-  38 29 16.74137(N)    080 36 54.36141(W) AD(       ) 3
 HX2902  NAD 27      -  38 29 16.36600(N)    080 36 55.02840(W) AD(       ) 3
 HX2902  NGVD 29 (07/19/86)  753.6    (m)         2472.     (f) VERT ANG       
 HX2902
 HX2902.Superseded values are not recommended for survey control.
 HX2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2902.See file dsdata.txt to determine how the superseded data were derived.
 HX2902
 HX2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC3356860030(NAD 83)
 HX2902_MARKER: DS = TRIANGULATION STATION DISK
 HX2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2902+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002
 HX2902
 HX2902  HISTORY     - Date     Condition        Report By
 HX2902  HISTORY     - 1961     MONUMENTED       CGS
 HX2902  HISTORY     - 20021123 GOOD             GREOMA
 HX2902
 HX2902                          STATION DESCRIPTION
 HX2902
 HX2902'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2902'STATION IS LOCATED ON A TIMBER COVERED HILL ABOUT 11 MILES WEST OF
 HX2902'WEBSTER SPRINGS
 HX2902'AND ABOUT 6 MILES NORTHWEST OF COWEN.  STATION IS A
 HX2902'STANDARD DISK SET IN THE TOP OF A
 HX2902'12 X 12 INCH CONCRETE MONUMENT AND IS
 HX2902'STAMPED THOMAS 1961.  IT IS 2.6 FEET NORTH OF A
 HX2902'STEEL WITNESS POST WITH
 HX2902'METAL SIGN, 17 FEET NORTHEAST OF A 14 INCH OAK TREE, 22 FEET
 HX2902'SOUTHWEST OF AN 18
 HX2902'INCH OAK TREE AND 34 FEET WEST OF THE APPROXIMATE CENTER OF A
 HX2902'TRACK ROAD.
 HX2902'
 HX2902'TO REACH THE STATION FROM THE BRIDGE OVER THE ELK RIVER IN SUTTON GO
 HX2902'SOUTH ON U.S.
 HX2902'HIGHWAY 19 FOR 7.0 MILES TO THE POST OFFICE IN LITTLE BIRCH.
 HX2902'CONTINUE SOUTH ON U.S. HIGHWAY
 HX2902'19 FOR 1.1 MILES TO FORKS JUST BEFORE CROSSING
 HX2902'BRIDGE OVER LITTLE BIRCH RIVER.  TAKE LEFT FORK
 HX2902'ON NARROW BLACKTOP
 HX2902'ROAD FOR 10.0 MILES TO WHERE MAIN TRAVELED ROAD TURNS LEFT DOWN
 HX2902'STEEP HILL AND A
 HX2902'BLACKTOP ROAD GOES STRAIGHT AHEAD.  KEEP LEFT DOWN HILL FOR 1.0
 HX2902'MILE TO BRIDGE OVER
 HX2902'MISSOURI CREEK AND A DIRT ROAD ON THE RIGHT.  TURN
 HX2902'RIGHT FOLLOWING MISSOURI CREEK FOR
 HX2902'0.55 MILE TO FORKS.  TAKE LEFT FORK
 HX2902'FOR 0.45 MILE TO FORKS.  TAKE RIGHT FORK UP HILL FOR
 HX2902'2.0 MILES TO TOP OF
 HX2902'HILL AND A WHITE HOUSE AND GARAGE ON RIGHT AND AZIMUTH MARK ON LEFT
 HX2902'AS DESCRIBED.
 HX2902'CONTINUE SOUTH ON DIRT ROAD FOR 0.3 MILE TO A TRACK ROAD LEFT.
 HX2902'TURN SHARP LEFT ON TRACK ROAD
 HX2902'FOR 0.1 MILE TO STATION ON LEFT AS DESCRIBED.
 HX2902'
 HX2902'REFERENCE MARK NO. 1 IS 18 FEET WEST OF A 28 INCH OAK TREE, 55 FEET
 HX2902'WEST OF THE
 HX2902'APPROXIMATE CENTER OF TRACK ROAD.  IT IS MARKED BY A STANDARD
 HX2902'DISK SET IN THE TOP OF A 12 X
 HX2902'12 INCH CONCRETE MONUMENT THAT PROJECTS 5
 HX2902'INCHES.  THE DISK IS STAMPED THOMAS NO 1 1961.
 HX2902'
 HX2902'REFERENCE MARK NO. 2 IS 36 FEET EAST OF THE APPROXIMATE CENTER OF
 HX2902'TRACK ROAD, 5-1/2
 HX2902'FEET SOUTHEAST OF A 20 INCH OAK TREE AND 8-1/2 FEET EAST OF
 HX2902'A 14 INCH OAK TREE.  IT IS MARKED BY
 HX2902'A STANDARD DISK SET IN THE TOP OF A
 HX2902'12 X 12 INCH CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 HX2902'THE DISK IS STAMPED
 HX2902'THOMAS NO 2 1961.
 HX2902'
 HX2902'AZIMUTH MARK IS 2.5 FEET SOUTH OF A STEEL WITNESS POST WITH METAL
 HX2902'SIGN, 2-1/2 FEET
 HX2902'WEST OF FENCELINE, 29 FEET EAST OF THE APPROXIMATE CENTER OF DIRT
 HX2902'ROAD AND IS DIRECTLY ACROSS
 HX2902'THE ROAD FROM THE WHITE HOUSE AND GARAGE.  IT
 HX2902'IS MARKED BY A STANDARD DISK SET IN THE TOP OF
 HX2902'A 12 X 12 INCH CONCRETE MONUMENT
 HX2902'THAT PROJECTS 8 INCHES.  THE DISK IS STAMPED THOMAS 1961.
 HX2902'
 HX2902'HEIGHT OF LIGHT ABOVE STATION MARK 30.23 METERS.
 HX2902
 HX2902                          STATION RECOVERY (2002)
 HX2902
 HX2902'RECOVERY NOTE BY GREENHORNE-OMARA 2002 (TDT)
 HX2902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1313 ***********************************************************************
 JW1313  DESIGNATION -  THOMAS
 JW1313  PID         -  JW1313
 JW1313  STATE/COUNTY-  WV/TUCKER
 JW1313  USGS QUAD   -  LEAD MINE (1995)
 JW1313
 JW1313                         *CURRENT SURVEY CONTROL
 JW1313  ___________________________________________________________________
 JW1313* NAD 83(1995)-  39 08 00.70692(N)    079 29 59.45737(W)     ADJUSTED  
 JW1313* NAVD 88     -       957.98   (+/-2cm)    3143.0    (feet)  VERTCON   
 JW1313  ___________________________________________________________________
 JW1313  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 JW1313  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JW1313
 JW1313  HORZ ORDER  -  THIRD
 JW1313  VERT ORDER  -  THIRD ? (See Below)
 JW1313
 JW1313.The horizontal coordinates were established by classical geodetic methods
 JW1313.and adjusted by the National Geodetic Survey in April 1998..
 JW1313
 JW1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1313.The vertical order pertains to the NGVD 29 superseded value.
 JW1313
 JW1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1313
 JW1313.The geoid height was determined by GEOID03.
 JW1313
 JW1313;                    North         East     Units Scale Factor Converg.
 JW1313;SPC WV N     -    70,332.536   600,013.032   MT  0.99997744   +0 00 00.3
 JW1313;UTM  17      - 4,332,666.107   629,659.217   MT  0.99980700   +0 56 48.9
 JW1313
 JW1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1313!SPC WV N     -   0.99985455  x   0.99997744  =   0.99983199
 JW1313!UTM  17      -   0.99985455  x   0.99980700  =   0.99966158
 JW1313
 JW1313:                Primary Azimuth Mark                     Grid Az
 JW1313:SPC WV N     -  THOMAS MUNICIPAL STANDPIPE               021 05 22.4
 JW1313:UTM  17      -  THOMAS MUNICIPAL STANDPIPE               020 08 33.8
 JW1313
 JW1313|---------------------------------------------------------------------|
 JW1313| PID    Reference Object                     Distance      Geod. Az  |
 JW1313|                                                           dddmmss.s |
 JW1313| JW1291 THOMAS MUNICIPAL STANDPIPE          APPROX. 1.7 KM 0210522.7 |
 JW1313| CX5478 THOMAS AZ MK                                       0280038.2 |
 JW1313| CX5479 THOMAS RM 1                           7.522 METERS 05429     |
 JW1313| CX5480 THOMAS RM 2                          24.542 METERS 17108     |
 JW1313|---------------------------------------------------------------------|
 JW1313
 JW1313                          SUPERSEDED SURVEY CONTROL
 JW1313
 JW1313  NAD 83(1995)-  39 08 00.71573(N)    079 29 59.46872(W) AD(       ) 3
 JW1313  NAD 83(1986)-  39 08 00.71577(N)    079 29 59.46950(W) AD(       ) 3
 JW1313  NAD 27      -  39 08 00.32230(N)    079 30 00.26910(W) AD(       ) 3
 JW1313  NGVD 29 (07/19/86)  958.08   (m)         3143.3    (f) LEVELING    3  
 JW1313
 JW1313.Superseded values are not recommended for survey control.
 JW1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1313.See file dsdata.txt to determine how the superseded data were derived.
 JW1313
 JW1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD2965932666(NAD 83)
 JW1313_MARKER: DS = TRIANGULATION STATION DISK
 JW1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1313
 JW1313  HISTORY     - Date     Condition        Report By
 JW1313  HISTORY     - 1956     MONUMENTED       CGS
 JW1313
 JW1313                          STATION DESCRIPTION
 JW1313
 JW1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1313'THE STATION IS LOCATED AIRLINE, ABOUT 1 MILE SOUTH OF THOMAS, ON A
 JW1313'SMALL KNOLL ON LAND OWNED BY
 JW1313'THE COMPASS COAL MINES AND IS ALONG THE SOUTHEAST SIDE OF A GRAVEL
 JW1313'ROAD WHICH LEADS TO THOMAS.
 JW1313'
 JW1313'THE STATION IS A STANDARD DISK STAMPED THOMAS 1956 SET IN THE TOP OF
 JW1313'A 10-INCH SQUARE CONCRETE
 JW1313'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 45 FEET
 JW1313'NORTHEAST OF THE CENTER LINE OF A
 JW1313'GRAVELED ROAD AND 7 FEET SOUTHWEST OF A WHITE WITNESS
 JW1313'POST.
 JW1313'
 JW1313'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED THOMAS NO 1 1956
 JW1313'SET IN A DRILL HOLE IN A
 JW1313'1 BY 2 FOOT OUTCROPPING BOULDER WHICH PROJECTS 3 INCHES.  IT IS 45
 JW1313'FEET NORTHEAST OF THE CENTER LINE OF
 JW1313'A GRAVELED ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.
 JW1313'
 JW1313'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED THOMAS NO 2 1956
 JW1313'SET IN A DRILL HOLE IN A
 JW1313'1 BY 3 FOOT OUTCROPPING BOULDER WHICH PROJECTS 2 INCHES.  IT IS ABOUT
 JW1313'7 FEET LOWER THAN THE STATION.
 JW1313'
 JW1313'THE AZIMUTH MARK IS A STANDARD DISK STAMPED THOMAS 1956 SET IN A
 JW1313'DRILL HOLE IN A 3 BY 4 FOOT
 JW1313'OUTCROPPING BOULDER WHICH PROJECTS 10 INCHES.  IT IS LOCATED AT THE
 JW1313'TOP OF A SMALL KNOLL AND IS 155
 JW1313'FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD.
 JW1313'
 JW1313'TO REACH THE STATION FROM THE POST OFFICE IN THOMAS, GO SOUTHEASTERLY
 JW1313'ON STATE HIGHWAY 32 FOR
 JW1313'0.45 MILE TO A SIDE ROAD ON THE RIGHT. (THIS POINT IS 0.05 MILE
 JW1313'BEFORE REACHING THE CITY LIMITS.)
 JW1313'TURN RIGHT AND GO SOUTHWESTERLY FOR 0.3 MILE TO A SMALL
 JW1313'KNOLL AND THE AZIMUTH MARK ON THE LEFT,
 JW1313'CONTINUE SOUTHWESTERLY ON THE ROAD FOR 0.35
 JW1313'MILE TO A SMALL KNOLL AND THE STATION ON THE LEFT.
 JW1313'
 JW1313'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1864 ***********************************************************************
 JX1864  DESIGNATION -  THOMAS
 JX1864  PID         -  JX1864
 JX1864  STATE/COUNTY-  WV/MONONGALIA
 JX1864  USGS QUAD   -  WADESTOWN (1976)
 JX1864
 JX1864                         *CURRENT SURVEY CONTROL
 JX1864  ___________________________________________________________________
 JX1864* NAD 83(1995)-  39 43 07.45294(N)    080 20 19.68329(W)     ADJUSTED  
 JX1864* NAVD 88     -       456.08   (+/-2cm)    1496.3    (feet)  VERTCON   
 JX1864  ___________________________________________________________________
 JX1864  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 JX1864  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JX1864
 JX1864  HORZ ORDER  -  SECOND
 JX1864  VERT ORDER  -  THIRD ? (See Below)
 JX1864
 JX1864.The horizontal coordinates were established by classical geodetic methods
 JX1864.and adjusted by the National Geodetic Survey in April 1998..
 JX1864
 JX1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1864.The vertical order pertains to the NGVD 29 superseded value.
 JX1864
 JX1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1864
 JX1864.The geoid height was determined by GEOID03.
 JX1864
 JX1864;                    North         East     Units Scale Factor Converg.
 JX1864;SPC WV N     -   135,636.929   528,083.752   MT  0.99994205   -0 32 05.9
 JX1864;SPC PA S     -    46,046.910   378,050.773   MT  1.00004048   -1 40 46.5
 JX1864;SPC PA S     -   151,072.24  1,240,321.58   sFT  1.00004048   -1 40 46.5
 JX1864;UTM  17      - 4,396,749.489   556,670.871   MT  0.99963954   +0 25 21.1
 JX1864
 JX1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1864!SPC WV N     -   0.99993363  x   0.99994205  =   0.99987569
 JX1864!SPC PA S     -   0.99993363  x   1.00004048  =   0.99997411
 JX1864!UTM  17      -   0.99993363  x   0.99963954  =   0.99957320
 JX1864
 JX1864|---------------------------------------------------------------------|
 JX1864| PID    Reference Object                     Distance      Geod. Az  |
 JX1864|                                                           dddmmss.s |
 JX1864| CX5476 THOMAS RM 1                           7.211 METERS 10819     |
 JX1864| CX5475 THOMAS AZ MK                                       2115933.1 |
 JX1864| CX5477 THOMAS RM 2                           7.075 METERS 21250     |
 JX1864| JX1865 BDRY MON WV PA NEAR THOMAS          277.819 METERS 35528     |
 JX1864|---------------------------------------------------------------------|
 JX1864
 JX1864                          SUPERSEDED SURVEY CONTROL
 JX1864
 JX1864  NAD 83(1986)-  39 43 07.45726(N)    080 20 19.68956(W) AD(       ) 2
 JX1864  NAD 27      -  39 43 07.16730(N)    080 20 20.41820(W) AD(       ) 2
 JX1864  NGVD 29 (07/19/86)  456.22   (m)         1496.8    (f) LEVELING    3  
 JX1864
 JX1864.Superseded values are not recommended for survey control.
 JX1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1864.See file dsdata.txt to determine how the superseded data were derived.
 JX1864
 JX1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5667196749(NAD 83)
 JX1864_MARKER: DS = TRIANGULATION STATION DISK
 JX1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1864
 JX1864  HISTORY     - Date     Condition        Report By
 JX1864  HISTORY     - 1941     MONUMENTED       CGS
 JX1864  HISTORY     - 1975     GOOD             LOCENG
 JX1864
 JX1864                          STATION DESCRIPTION
 JX1864
 JX1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1864'THE STATION IS
 JX1864'ON THE HIGHEST
 JX1864'POINT OF A PASTURE HILL ABOUT 7 MILES W OF THE
 JX1864'SMALL TOWN OF BLACKSVILLE.  IT IS
 JX1864'ABOUT 1/4 MILE S OF THE WEST
 JX1864'VIRGINIA-PENNSYLVANIA BOUNDARY WHICH PASSES NEAR THE
 JX1864'HOME OF THE
 JX1864'OWNER, MR. THOMAS.  IT PROJECTS 4 INCHES AND IS STAMPED THOMAS
 JX1864'1941.
 JX1864'
 JX1864'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JX1864'BRONZE DISKS SET IN CONCRETE.
 JX1864'
 JX1864'REFERENCE MARK NO. 1 IS ON TOP OF THE RIDGE, PROJECTS 4 INCHES,
 JX1864'AND IS STAMPED
 JX1864'THOMAS NO. 1 1941.
 JX1864'
 JX1864'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND IS STAMPED THOMAS
 JX1864'NO. 2 1941.
 JX1864'
 JX1864'AZIMUTH MARK IS 107 FEET WNW OF THE MOST WESTERLY CORNER OF
 JX1864'THE MT. TABOR
 JX1864'SCHOOLHOUSE, 18 FEET S OF THE CENTER OF THE ROAD,
 JX1864'AND 12 FEET SW OF THE PROJECTED
 JX1864'PLANE OF THE SOUTHWESTERLY WALL
 JX1864'OF THE SCHOOLHOUSE.  IT PROJECTS 4 INCHES AND IS
 JX1864'STAMPED THOMAS 1941.
 JX1864'
 JX1864'THE DIRECTION AND DISTANCE WERE MEASURED TO THE WEST
 JX1864'VIRGINIA-PENNSYLVANIA
 JX1864'BOUNDARY MONUMENT.  IT IS A FOOT-SQUARE CONCRETE POST
 JX1864'PROJECTING ABOUT 4
 JX1864'FEET AND LOCATED NEAR THE MOST WESTERLY OF THE
 JX1864'BARNS AT MR. THOMAS HOUSE.  IT IS NOW UNSTABLE.
 JX1864'
 JX1864'TO REACH FROM THE INTERSCTION OF PENNSYLVANIA STATE HIGHWAY
 JX1864'218 AND WEST
 JX1864'VIRGINIA STATE HIGHWAY 7 IN THE CENTER OF THE SMALL
 JX1864'TOWN OF BLACKSVILLE GO WESTERLY
 JX1864'ON HIGHWAY 7 FOR 5.7 MILES TO
 JX1864'BRIDGE OVER DUNKARD CREEK AT THE VILLAGE OF WANA,
 JX1864'THENCE CONTINUE
 JX1864'STRAIGHT AHEAD 1.4 MILES AND TURN RIGHT ONTO A GRADED ROAD, THENCE
 JX1864'NORTHERLY 2.3
 JX1864'MILES TO THE TOP OF THE RIDGE AND TURN RIGHT, THENCE
 JX1864'0.05 MILE TO THE MT. TABOR
 JX1864'SCHOOL AND THE AZIMUTH MARK ON THE
 JX1864'RIGHT, THENCE CONTINUE ALONG THE RIDGE 0.3
 JX1864'MILE TO A WARPED-CROSS
 JX1864'CROSSROADS AND CONTINUE STRAIGHT AHEAD ABOUT 25 YARDS AND
 JX1864'TURN RIGHT
 JX1864'THROUGH GATE, THENCE UPHILL 0.15 MILE TO THE STATION.
 JX1864'
 JX1864'A 47-FOOT LIGHT AT TENANT, A 74-FOOT LIGHT AT BURTON, AND A
 JX1864'74-FOOT LIGHT AT
 JX1864'OAK WERE VISIBLE FROM THE GROUND AT THE STATION,
 JX1864'A 4-FOOT LIGHT AT WELLS WAS VISIBLE
 JX1864'37 FEET ABOVE THE STATION, A
 JX1864'47 FOOT LIGHT AT HEADLEY WAS VISIBLE 24 FEET ABOVE THE
 JX1864'STATION, AND
 JX1864'AN 87-FOOT LIGHT AT GARRISON WAS VISIBLE 18 FEET ABOVE THE
 JX1864'STATION.
 JX1864
 JX1864                          STATION RECOVERY (1975)
 JX1864
 JX1864'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (KH)
 JX1864'THOMAS 1956 RECOVERED GOOD.
 JX1864'
 JX1864'THOMAS RM NO. 2 1956 RECOVERED GOOD.
 JX1864'
 JX1864'DISTANCE AND DIRECTION FROM NEAREST TOWN--6.8 MILES EAST-SOUTHEAST
 JX1864'OF GRAFTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1291 ***********************************************************************
 JW1291  DESIGNATION -  THOMAS MUNICIPAL STANDPIPE
 JW1291  PID         -  JW1291
 JW1291  STATE/COUNTY-  WV/TUCKER
 JW1291  USGS QUAD   -  DAVIS (1995)
 JW1291
 JW1291                         *CURRENT SURVEY CONTROL
 JW1291  ___________________________________________________________________
 JW1291* NAD 83(1995)-  39 08 50.67273(N)    079 29 34.70987(W)     ADJUSTED  
 JW1291* NAVD 88     -       989.     (meters)    3245.     (feet)  VERTCON   
 JW1291  ___________________________________________________________________
 JW1291  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 JW1291  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JW1291
 JW1291  HORZ ORDER  -  THIRD
 JW1291
 JW1291.The horizontal coordinates were established by classical geodetic methods
 JW1291.and adjusted by the National Geodetic Survey in April 1998..
 JW1291
 JW1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1291
 JW1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1291
 JW1291.The geoid height was determined by GEOID03.
 JW1291
 JW1291;                    North         East     Units Scale Factor Converg.
 JW1291;SPC WV N     -    71,873.388   600,607.274   MT  0.99997540   +0 00 16.1
 JW1291;UTM  17      - 4,334,216.308   630,227.817   MT  0.99980882   +0 57 05.6
 JW1291
 JW1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1291!SPC WV N     -   0.99984970  x   0.99997540  =   0.99982511
 JW1291!UTM  17      -   0.99984970  x   0.99980882  =   0.99965855
 JW1291
 JW1291                          SUPERSEDED SURVEY CONTROL
 JW1291
 JW1291  NAD 83(1995)-  39 08 50.68216(N)    079 29 34.72064(W) AD(       ) 4
 JW1291  NAD 83(1986)-  39 08 50.68238(N)    079 29 34.72165(W) AD(       ) 4
 JW1291  NAD 27      -  39 08 50.28100(N)    079 29 35.52400(W) AD(       ) 3
 JW1291  NGVD 29 (07/19/86)  989.     (m)         3245.     (f) VERT ANG       
 JW1291
 JW1291.Superseded values are not recommended for survey control.
 JW1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1291.See file dsdata.txt to determine how the superseded data were derived.
 JW1291
 JW1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD3022834216(NAD 83)
 JW1291_MARKER: 52 = STANDPIPE TANK
 JW1291
 JW1291  HISTORY     - Date     Condition        Report By
 JW1291  HISTORY     - 1941     FIRST OBSERVED   CGS
 JW1291  HISTORY     - 1956     GOOD             CGS
 JW1291
 JW1291                          STATION DESCRIPTION
 JW1291
 JW1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1291'THIS INTERSECTION STATION IS THE BLACK CYLINDRICAL STANDPIPE WITH
 JW1291'CONICAL ROOF THAT
 JW1291'RESTS ON THE GROUND ON TOP OF THE FIRST RIDGE AN
 JW1291'ESTIMATED MILE SE OF THE CENTER OF
 JW1291'THE TOWN OF THOMAS.  THE POINT
 JW1291'OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 JW1291
 JW1291                          STATION RECOVERY (1956)
 JW1291
 JW1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1291'THE STATION IS LOCATED IN THE NORTH PART OF THE TOWN OF
 JW1291'THOMAS.
 JW1291'
 JW1291'THE STANDPIPE IS OF STEEL CONSTRUCTION, PAINTED SILVER, AND IS ABOUT
 JW1291'60 FEET HIGH.  THE CENTER OF THE
 JW1291'TOP OF THE STANDPIPE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1290 ***********************************************************************
 JW1290  DESIGNATION -  THOMAS ST THOMAS CATH CH SPIRE
 JW1290  PID         -  JW1290
 JW1290  STATE/COUNTY-  WV/TUCKER
 JW1290  USGS QUAD   -  DAVIS (1995)
 JW1290
 JW1290                         *CURRENT SURVEY CONTROL
 JW1290  ___________________________________________________________________
 JW1290* NAD 83(1995)-  39 09 02.01226(N)    079 29 44.78898(W)     ADJUSTED  
 JW1290* NAVD 88     -                                                        
 JW1290  ___________________________________________________________________
 JW1290  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 JW1290  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JW1290
 JW1290  HORZ ORDER  -  THIRD
 JW1290
 JW1290.The horizontal coordinates were established by classical geodetic methods
 JW1290.and adjusted by the National Geodetic Survey in April 1998..
 JW1290
 JW1290
 JW1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1290
 JW1290.The geoid height was determined by GEOID03.
 JW1290
 JW1290;                    North         East     Units Scale Factor Converg.
 JW1290;SPC WV N     -    72,223.058   600,365.235   MT  0.99997495   +0 00 09.7
 JW1290;UTM  17      - 4,334,561.871   629,980.072   MT  0.99980803   +0 56 59.4
 JW1290
 JW1290                          SUPERSEDED SURVEY CONTROL
 JW1290
 JW1290  NAD 83(1995)-  39 09 02.02030(N)    079 29 44.79891(W) AD(       ) 4
 JW1290  NAD 83(1986)-  39 09 02.02157(N)    079 29 44.80087(W) AD(       ) 4
 JW1290  NAD 27      -  39 09 01.63200(N)    079 29 45.60700(W) AD(       ) 3
 JW1290
 JW1290.Superseded values are not recommended for survey control.
 JW1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1290.See file dsdata.txt to determine how the superseded data were derived.
 JW1290
 JW1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD2998034562(NAD 83)
 JW1290_MARKER: 90 = CHURCH SPIRE
 JW1290
 JW1290  HISTORY     - Date     Condition        Report By
 JW1290  HISTORY     - 1941     FIRST OBSERVED   CGS
 JW1290
 JW1290                          STATION DESCRIPTION
 JW1290
 JW1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1290'THE CHURCH IS A PRESSED BRICK BUILDING AT THE CORNER
 JW1290'OF BROWN AND THIRD
 JW1290'STREETS IN THE TOWN OF THOMAS.  THE SPIRE IS A
 JW1290'METAL COVERED OCTAGONAL PYRAMID WHICH
 JW1290'RISES TO A HEIGHT OF ABOUT
 JW1290'75 FEET.  THE POINT SIGHTED UPON WAS THE BASE OF THE
 JW1290'CROSS ON TOP
 JW1290'OF THE SPIRE.
 JW1290'
 JW1290'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3552 ***********************************************************************
 HW3552  DESIGNATION -  THORNY MOUNTAIN LOOKOUT TOWER
 HW3552  PID         -  HW3552
 HW3552  STATE/COUNTY-  WV/POCAHONTAS
 HW3552  USGS QUAD   -  CLOVER LICK (1995)
 HW3552
 HW3552                         *CURRENT SURVEY CONTROL
 HW3552  ___________________________________________________________________
 HW3552* NAD 83(1995)-  38 18 49.00115(N)    079 56 45.34804(W)     ADJUSTED  
 HW3552* NAVD 88     -                                                        
 HW3552  ___________________________________________________________________
 HW3552  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 HW3552  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HW3552
 HW3552  HORZ ORDER  -  THIRD
 HW3552
 HW3552.The horizontal coordinates were established by classical geodetic methods
 HW3552.and adjusted by the National Geodetic Survey in April 1998..
 HW3552
 HW3552
 HW3552.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3552
 HW3552.The geoid height was determined by GEOID03.
 HW3552
 HW3552;                    North         East     Units Scale Factor Converg.
 HW3552;SPC WV S     -   146,320.371   692,177.300   MT  0.99992821   +0 39 05.8
 HW3552;UTM  17      - 4,241,137.334   592,150.246   MT  0.99970458   +0 39 12.7
 HW3552
 HW3552                          SUPERSEDED SURVEY CONTROL
 HW3552
 HW3552  NAD 83(1995)-  38 18 49.00444(N)    079 56 45.35411(W) AD(       ) 4
 HW3552  NAD 83(1986)-  38 18 49.00272(N)    079 56 45.35778(W) AD(       ) 4
 HW3552  NAD 27      -  38 18 48.56300(N)    079 56 46.14200(W) AD(       ) 3
 HW3552
 HW3552.Superseded values are not recommended for survey control.
 HW3552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3552.See file dsdata.txt to determine how the superseded data were derived.
 HW3552
 HW3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9215041137(NAD 83)
 HW3552_MARKER: 57 = LOOKOUT TOWER
 HW3552
 HW3552  HISTORY     - Date     Condition        Report By
 HW3552  HISTORY     - 1957     FIRST OBSERVED   CGS
 HW3552
 HW3552                          STATION DESCRIPTION
 HW3552
 HW3552'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3552'THE STATION IS APPROXIMATELY 10.0 MILES NORTHEAST OF MARLINGTON, 6.0
 HW3552'MILES SOUTH OF CASS AND 5.0
 HW3552'MILES NORTHWEST OF FROST, WEST VIRGINIA.
 HW3552'
 HW3552'THE STATION IS THE TOP CENTER OF THE CABIN BUILT ATOP A FOUR LEGGED
 HW3552'STEEL STRUCTURE WHICH
 HW3552'IS APPROXIMATELY 70 FEET HIGH.
 HW3552'
 HW3552'THIS STATION WAS NOT VISITED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3478 ***********************************************************************
 HW3478  DESIGNATION -  THUNDER
 HW3478  PID         -  HW3478
 HW3478  STATE/COUNTY-  WV/RANDOLPH
 HW3478  USGS QUAD   -  LANEVILLE (1995)
 HW3478
 HW3478                         *CURRENT SURVEY CONTROL
 HW3478  ___________________________________________________________________
 HW3478* NAD 83(1995)-  38 55 44.47826(N)    079 27 22.11155(W)     ADJUSTED  
 HW3478* NAVD 88     -      1453.9    (meters)    4770.     (feet)  VERTCON   
 HW3478  ___________________________________________________________________
 HW3478  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 HW3478  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HW3478
 HW3478  HORZ ORDER  -  SECOND
 HW3478
 HW3478.The horizontal coordinates were established by classical geodetic methods
 HW3478.and adjusted by the National Geodetic Survey in April 1998..
 HW3478
 HW3478.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3478
 HW3478.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3478
 HW3478.The geoid height was determined by GEOID03.
 HW3478
 HW3478;                    North         East     Units Scale Factor Converg.
 HW3478;SPC WV S     -   215,224.045   733,867.528   MT  1.00001005   +0 57 15.9
 HW3478;SPC WV N     -    47,629.912   603,803.099   MT  1.00001418   +0 01 40.7
 HW3478;UTM  17      - 4,310,033.145   633,822.269   MT  0.99982052   +0 58 12.9
 HW3478
 HW3478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3478!SPC WV S     -   0.99977676  x   1.00001005  =   0.99978681
 HW3478!SPC WV N     -   0.99977676  x   1.00001418  =   0.99979094
 HW3478!UTM  17      -   0.99977676  x   0.99982052  =   0.99959732
 HW3478
 HW3478|---------------------------------------------------------------------|
 HW3478| PID    Reference Object                     Distance      Geod. Az  |
 HW3478|                                                           dddmmss.s |
 HW3478| DC4862 THUNDER RM 1                         12.920 METERS 05616     |
 HW3478| HW3472 NORTH MOUNTAIN LOOKOUT TOWER        APPROX.14.6 KM 1301522.3 |
 HW3478| DC4861 THUNDER AZ MK                                      2004139.7 |
 HW3478| DC4863 THUNDER RM 2                         12.675 METERS 27325     |
 HW3478|---------------------------------------------------------------------|
 HW3478
 HW3478                          SUPERSEDED SURVEY CONTROL
 HW3478
 HW3478  NAD 83(1995)-  38 55 44.48504(N)    079 27 22.12188(W) AD(       ) 2
 HW3478  NAD 83(1986)-  38 55 44.48603(N)    079 27 22.12248(W) AD(       ) 2
 HW3478  NAD 27      -  38 55 44.09020(N)    079 27 22.94170(W) AD(       ) 2
 HW3478  NGVD 29 (07/19/86) 1454.0    (m)         4770.     (f) VERT ANG       
 HW3478
 HW3478.Superseded values are not recommended for survey control.
 HW3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3478.See file dsdata.txt to determine how the superseded data were derived.
 HW3478
 HW3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD3382210033(NAD 83)
 HW3478_MARKER: DS = TRIANGULATION STATION DISK
 HW3478_SETTING: 0 = UNSPECIFIED SETTING
 HW3478
 HW3478  HISTORY     - Date     Condition        Report By
 HW3478  HISTORY     - 1956     MONUMENTED       CGS
 HW3478
 HW3478                          STATION DESCRIPTION
 HW3478
 HW3478'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3478'STATION IS LOCATED ON THE HIGHEST POINT OF PORTE CRAYON MOUNTAIN,
 HW3478'AIRLINE, ABOUT 6 MILES
 HW3478'NORTH NORTHWEST OF ONEGO, 4 MILES EAST OF HARMAN, 2-1/2 MILES NORTH
 HW3478'OF THE HIGHWAY SUMMIT ON
 HW3478'ALLEGHENY MOUNTAIN AND IS ABOUT 4760 FEET IN ELEVATION.  THE
 HW3478'SUMMIT OF THE MOUNTAIN IS BROAD AND
 HW3478'COVERED WITH A DENSE STAND OF SPRUCE TREES.
 HW3478'
 HW3478'STATION IS REACHED AS FOLLOWS- FROM THE WEST END OF THE JUNCTION OF
 HW3478'U.S. HIGHWAY 33 AND STATE
 HW3478'HIGHWAY 32 IN HARMAN, GO EAST ON U.S. HIGHWAY 33 FOR 2.6 MILES TO A
 HW3478'SIDE ROAD ON THE LEFT AT A BUS
 HW3478'STOP SHED, TURN LEFT AND GO 0.05 MILE TO A FORK, TAKE THE
 HW3478'LEFT FORK AND GO 0.5 MILE TO THE HOME OF
 HW3478'BRANSON WOLFORD ON THE LEFT, CONTINUE STRAIGHT
 HW3478'AHEAD FOR 0.15 MILE TO A FORK, TAKE THE LEFT FORK AND GO
 HW3478'0.5 MILE TO A GATE, CONTINUE FOR
 HW3478'75 YARDS TO A GATE AND A FORK, TAKE THE RIGHT FORK AND GO NORTH AND
 HW3478'EAST FOR 1.0 MILE TO A FENCE
 HW3478'LINE, TURN RIGHT, DOWN HILL, FOR 50 YARDS TO A GATE IN THE FENCE LINE
 HW3478'ON THE LEFT, TURN LEFT THROUGH THE
 HW3478'GATE AND GO EASTERLY FOR 1.0 MILE TO THE CREST OF
 HW3478'THE RIDGE AND A GATE ON THE RIGHT.  FROM THIS POINT
 HW3478'THE STATION SUMMIT IS VISIBLE
 HW3478'ABOUT 1 MILE TO THE NORTHEAST, ABOUT 40 DEGREES TRUE BEARING.  TURN
 HW3478'RIGHT THROUGH THE GATE AND FOLLOW
 HW3478'A TRACK ROAD EASTERLY ALONG THE FENCE LINE FOR 0.4 MILE TO A JOG IN
 HW3478'THE FENCE LINE AND THE AZIMUTH
 HW3478'MARK ON THE RIGHT AT A LARGE CAIRN AND WITNESS POST,
 HW3478'CONTINUE EASTERLY ON THE TRACK ROAD FOR 0.2 MILE
 HW3478'TO A GATE, CONTINUE EASTERLY ON THE
 HW3478'TRACK ROAD FOR 0.2 MILE TO A TRIANGULAR BLAZED SPRUCE TREE ON THE
 HW3478'LEFT AT THE EDGE OF A STAND OF
 HW3478'SPRUCE TREES, TURN LEFT AND GO NORTH UP A GRASSY SLOPE FOR 0.2 MILE
 HW3478'TO THE EDGE OF THE TIMBER AND THE
 HW3478'END OF TRUCK TRAVEL.  FROM HERE PACK NORTH UP THE CREST
 HW3478'OF THE RIDGE (A BLAZED TRAIL LEADS TO THE
 HW3478'STATION) FOR ABOUT 1 MILE TO THE SUMMIT AND THE STATION.
 HW3478'
 HW3478'NOTE- SEE BRANSON WOLFORD ABOUT THE CONDITION OF THE ROADS AS THERE
 HW3478'IS ANOTHER WAY UP THE
 HW3478'RIDGE.  A FOUR WHEEL DRIVE IS NEEDED FROM HIS HOME.
 HW3478'
 HW3478'STATION MARK, STAMPED THUNDER 1956, IS A STANDARD DISK BRAZED TO THE
 HW3478'TOP OF A 1-1/2 INCH
 HW3478'GALVANIZED IRON PIPE CEMENTED IN THE GROUND AND IN A CAIRN.  IT
 HW3478'PROJECTS ABOUT 4 INCHES ABOVE AN
 HW3478'18 INCH CAIRN OF CEMENT AND ROCKS.
 HW3478'
 HW3478'REFERENCE MARK NUMBER 1, STAMPED THUNDER NO 1 1956, IS A STANDARD
 HW3478'DISK CEMENTED IN A DRILL
 HW3478'HOLE IN A FLAT BOULDER 24 INCHES BY 15 INCHES, PROJECTING 4 INCHES
 HW3478'AND IS 3 FEET LOWER THAN THE
 HW3478'STATION.  IT IS 4.0 FEET EAST OF A SPRUCE TREE WITH A TRIANGULAR
 HW3478'BLAZE AND 5.0 FEET NORTH OF A SPRUCE
 HW3478'TREE WITH A TRIANGULAR BLAZE.
 HW3478'
 HW3478'REFERENCE MARK NUMBER 2, STAMPED THUNDER NO 2 1956, IS A STANDARD
 HW3478'DISK CEMENTED IN A DRILL
 HW3478'HOLE IN A FLAT BOULDER 2 FEET SQUARE, FLUSH WITH THE GROUND AND IS 1
 HW3478'FOOT LOWER THAN THE STATION.  IT
 HW3478'IS 4.0 FEET WEST OF TWO SPRUCE TREES WITH TRIANGULAR BLAZES.
 HW3478'
 HW3478'AZIMUTH MARK, STAMPED THUNDER 1956, IS A STANDARD DISK CEMENTED IN A
 HW3478'DRILL HOLE IN A BOULDER
 HW3478'4 FEET BY 2 FEET AND PROJECTING 6 INCHES.  IT IS 4.0 FEET NORTH OF
 HW3478'THE FENCE AND A WITNESS POST AND 3.0
 HW3478'FEET SOUTHWEST OF A CAIRN 2 FEET HIGH WITH A POLE IN THE CENTER.
 HW3478'
 HW3478'HEIGHT OF LIGHT ABOVE STATION MARK 11.76 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3167 ***********************************************************************
 GY3167  DESIGNATION -  TICK
 GY3167  PID         -  GY3167
 GY3167  STATE/COUNTY-  WV/WAYNE
 GY3167  USGS QUAD   -  WEBB (1989)
 GY3167
 GY3167                         *CURRENT SURVEY CONTROL
 GY3167  ___________________________________________________________________
 GY3167* NAD 83(1995)-  37 58 45.91941(N)    082 23 23.10899(W)     ADJUSTED  
 GY3167* NAVD 88     -       417.8    (meters)    1371.     (feet)  VERTCON   
 GY3167  ___________________________________________________________________
 GY3167  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 GY3167  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GY3167
 GY3167  HORZ ORDER  -  THIRD
 GY3167
 GY3167.The horizontal coordinates were established by classical geodetic methods
 GY3167.and adjusted by the National Geodetic Survey in April 1998..
 GY3167
 GY3167.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3167
 GY3167.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3167
 GY3167.The geoid height was determined by GEOID03.
 GY3167
 GY3167;                    North         East     Units Scale Factor Converg.
 GY3167;SPC WV S     -   109,619.478   477,913.389   MT  0.99993205   -0 51 32.9
 GY3167;SPC KY1Z     - 1,188,001.031 1,795,129.889   MT  0.99990655   +2 03 47.0
 GY3167;SPC KY1Z     - 3,897,633.38  5,889,521.98   sFT  0.99990655   +2 03 47.0
 GY3167;SPC KY N     -    54,864.586   663,424.340   MT  0.99999809   +1 09 25.9
 GY3167;SPC KY N     -   180,001.56  2,176,584.69   sFT  0.99999809   +1 09 25.9
 GY3167;UTM  17      - 4,204,442.874   377,946.423   MT  0.99978348   -0 51 19.2
 GY3167
 GY3167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3167!SPC WV S     -   0.99993955  x   0.99993205  =   0.99987161
 GY3167!SPC KY1Z     -   0.99993955  x   0.99990655  =   0.99984611
 GY3167!SPC KY N     -   0.99993955  x   0.99999809  =   0.99993764
 GY3167!UTM  17      -   0.99993955  x   0.99978348  =   0.99972305
 GY3167
 GY3167|---------------------------------------------------------------------|
 GY3167| PID    Reference Object                     Distance      Geod. Az  |
 GY3167|                                                           dddmmss.s |
 GY3167| DC2585 TICK RM 1                            20.765 METERS 01111     |
 GY3167| DC2584 TICK AZ MK                                         0581118.2 |
 GY3167| DC2586 TICK RM 2                            22.129 METERS 23632     |
 GY3167|---------------------------------------------------------------------|
 GY3167
 GY3167                          SUPERSEDED SURVEY CONTROL
 GY3167
 GY3167  NAD 83(1995)-  37 58 45.92007(N)    082 23 23.10892(W) AD(       ) 3
 GY3167  NAD 83(1986)-  37 58 45.92609(N)    082 23 23.11374(W) AD(       ) 3
 GY3167  NAD 27      -  37 58 45.59390(N)    082 23 23.57860(W) AD(       ) 3
 GY3167  NGVD 29 (07/19/86)  418.0    (m)         1371.     (f) VERT ANG       
 GY3167
 GY3167.Superseded values are not recommended for survey control.
 GY3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3167.See file dsdata.txt to determine how the superseded data were derived.
 GY3167
 GY3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC7794604443(NAD 83)
 GY3167_MARKER: DS = TRIANGULATION STATION DISK
 GY3167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3167
 GY3167  HISTORY     - Date     Condition        Report By
 GY3167  HISTORY     - 1957     MONUMENTED       CGS
 GY3167
 GY3167                          STATION DESCRIPTION
 GY3167
 GY3167'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3167'THE STATION IS APPROXIMATELY 1.7 MILES SOUTHEAST OF MISSOURI BRANCH,
 GY3167'AT THE TICK RIDGE LOOKOUT TOWER, IN THE CABWAYLINGO STATE PARK.
 GY3167'
 GY3167'TO REACH FROM THE RAILROAD DEPOT IN KERMIT, GO NORTH ON U.S. HIGHWAY
 GY3167'52, FOR 17.15 MILES TO SIDE ROAD RIGHT JUST AFTER PASSING STEEL
 GY3167'BRIDGE AND SIGN CABWAYLINGO 4.  TURN RIGHT ON PAVED ROAD FOR 1.9
 GY3167'MILES TO SIDE ROAD RIGHT AT SIGN FIRE TOWER 3 MI.  TURN RIGHT,
 GY3167'ACROSS STEEL BRIDGE, GO 0.75 MILE TO GROUP OF BUILDINGS AND SIGN
 GY3167'MCCLINTIC GROUP CAMP.  CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD
 GY3167'1.7 MILES TO T-ROAD.  TURN RIGHT, GO 0.1 MILE TO ROAD FORKS.  KEEP
 GY3167'RIGHT FORK, UPHILL, 0.3 MILE TO LOOKOUT TOWER AND STATION.
 GY3167'
 GY3167'STATION MARKS ARE STANDARD DISKS STAMPED TICK 1957.  THE SURFACE DISK
 GY3167'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 6
 GY3167'FEET SOUTHEAST OF THE NORTHWEST LEG OF LOOKOUT TOWER AND 14-1/2 FEET
 GY3167'SOUTHWEST OF TOWER.  THE UNDERGROUND DISK IS SET IN AN
 GY3167'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 GY3167'
 GY3167'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TICK NO. 1 1957, IS SET
 GY3167'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 60
 GY3167'FEET NORTH OF THE NORTHEAST LEG OF TOWER AND 12 FEET NORTHEAST OF THE
 GY3167'CENTER OF GRAVEL ROAD.
 GY3167'
 GY3167'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TICK NO. 2 1957, IS SET
 GY3167'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 1
 GY3167'FOOT NORTH-NORTHWEST OF CENTER OF GRAVEL ROAD.
 GY3167'
 GY3167'AZIMUTH MARK IS A STANDARD DISK STAMPED TICK 1957, SET IN A DRILL
 GY3167'HOLE IN THE TOP OF A BOULDER WHICH PROJECTS 16 INCHES ON ITS
 GY3167'SOUTHWEST SIDE.  IT IS ON THE SOUTHWEST SLOPE OF HILL, 64 FEET
 GY3167'NORTHEAST OF CENTER OF GRAVEL ROAD AND 18-1/2 FEET
 GY3167'WEST-SOUTHWEST OF A TRIANGULAR BLAZE ON OAK TREE 12 INCHES IN
 GY3167'DIAMETER.  A STANDARD WITNESS POST WAS SET 49 FEET SOUTHWEST OF MARK.
 GY3167'
 GY3167'TO REACH THE AZIMUTH MARK FROM SIGN MCCLINTIC GROUP CAMP, CONTINUE
 GY3167'TOWARDS STATION 1.4 MILES TO THE MARK ON THE RIGHT.
 GY3167'
 GY3167'HEIGHT OF LIGHT ABOVE STATION MARK 8.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3166 ***********************************************************************
 GY3166  DESIGNATION -  TICK RIDGE SFS LOT
 GY3166  PID         -  GY3166
 GY3166  STATE/COUNTY-  WV/WAYNE
 GY3166  USGS QUAD   -  WEBB (1989)
 GY3166
 GY3166                         *CURRENT SURVEY CONTROL
 GY3166  ___________________________________________________________________
 GY3166* NAD 83(1995)-  37 58 45.93460(N)    082 23 23.03136(W)     ADJUSTED  
 GY3166* NAVD 88     -                                                        
 GY3166  ___________________________________________________________________
 GY3166  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 GY3166  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GY3166
 GY3166  HORZ ORDER  -  THIRD
 GY3166
 GY3166.The horizontal coordinates were established by classical geodetic methods
 GY3166.and adjusted by the National Geodetic Survey in April 1998..
 GY3166
 GY3166
 GY3166.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3166
 GY3166.The geoid height was determined by GEOID03.
 GY3166
 GY3166;                    North         East     Units Scale Factor Converg.
 GY3166;SPC WV S     -   109,619.918   477,915.290   MT  0.99993205   -0 51 32.9
 GY3166;SPC KY1Z     - 1,188,001.567 1,795,131.765   MT  0.99990655   +2 03 47.1
 GY3166;SPC KY1Z     - 3,897,635.14  5,889,528.13   sFT  0.99990655   +2 03 47.1
 GY3166;SPC KY N     -    54,865.093   663,426.224   MT  0.99999809   +1 09 26.0
 GY3166;SPC KY N     -   180,003.23  2,176,590.87   sFT  0.99999809   +1 09 26.0
 GY3166;UTM  17      - 4,204,443.314   377,948.324   MT  0.99978347   -0 51 19.1
 GY3166
 GY3166                          SUPERSEDED SURVEY CONTROL
 GY3166
 GY3166  NAD 83(1995)-  37 58 45.93229(N)    082 23 23.03287(W) AD(       ) 4
 GY3166  NAD 83(1986)-  37 58 45.94137(N)    082 23 23.03586(W) AD(       ) 4
 GY3166  NAD 27      -  37 58 45.50100(N)    082 23 23.55900(W) AD(       ) 3
 GY3166
 GY3166.Superseded values are not recommended for survey control.
 GY3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3166.See file dsdata.txt to determine how the superseded data were derived.
 GY3166
 GY3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC7794804443(NAD 83)
 GY3166_MARKER: 57 = LOOKOUT TOWER
 GY3166
 GY3166  HISTORY     - Date     Condition        Report By
 GY3166  HISTORY     - 1957     FIRST OBSERVED   CGS
 GY3166
 GY3166                          STATION DESCRIPTION
 GY3166
 GY3166'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2324 ***********************************************************************
 GX2324  DESIGNATION -  TIPPLE CHISELED SQ
 GX2324  PID         -  GX2324
 GX2324  STATE/COUNTY-  WV/BOONE
 GX2324  USGS QUAD   -  WHITESVILLE (1988)
 GX2324
 GX2324                         *CURRENT SURVEY CONTROL
 GX2324  ___________________________________________________________________
 GX2324* NAD 83(1986)-  37 57 50.     (N)    081 33 50.     (W)     SCALED    
 GX2324* NAVD 88     -       343.622  (meters)    1127.37   (feet)  ADJUSTED  
 GX2324  ___________________________________________________________________
 GX2324  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GX2324  DYNAMIC HT  -         343.368 (meters)    1126.53  (feet)  COMP
 GX2324  MODELED GRAV-     979,880.4   (mgal)                       NAVD 88
 GX2324
 GX2324  VERT ORDER  -  SECOND    CLASS 0
 GX2324
 GX2324.The horizontal coordinates were scaled from a topographic map and have
 GX2324.an estimated accuracy of +/- 6 seconds.
 GX2324
 GX2324.The orthometric height was determined by differential leveling
 GX2324.and adjusted by the National Geodetic Survey in June 1991..
 GX2324
 GX2324.The geoid height was determined by GEOID03.
 GX2324
 GX2324.The dynamic height is computed by dividing the NAVD 88
 GX2324.geopotential number by the normal gravity value computed on the
 GX2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2324.degrees latitude (g = 980.6199 gals.).
 GX2324
 GX2324.The modeled gravity was interpolated from observed gravity values.
 GX2324
 GX2324;                    North         East    Units  Estimated Accuracy
 GX2324;SPC WV S     -   107,130.      550,450.      MT  (+/- 180 meters Scaled)
 GX2324
 GX2324                          SUPERSEDED SURVEY CONTROL
 GX2324
 GX2324  NGVD 29 (??/??/92)  343.82   (m)         1128.0    (f) COMPUTED    2 0
 GX2324
 GX2324.Superseded values are not recommended for survey control.
 GX2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2324.See file dsdata.txt to determine how the superseded data were derived.
 GX2324
 GX2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC504019(NAD 83)
 GX2324_MARKER: Q = CHISELED SQUARE
 GX2324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2324_SP_SET: CONCRETE BASE
 GX2324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2324
 GX2324  HISTORY     - Date     Condition        Report By
 GX2324  HISTORY     - UNK      MONUMENTED       GCC
 GX2324  HISTORY     - 1958     GOOD             NGS
 GX2324
 GX2324                          STATION DESCRIPTION
 GX2324
 GX2324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2324'2.6 MI SW FROM WHITESVILLE.
 GX2324'ABOUT 2.55 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GX2324'JUNCTION OF STATE HIGHWAY 3 AT WHITESVILLE, AT GLOGORA COAL CO.
 GX2324'TIPPLE, A CHISELED SQUARE IN TOP OF CONCRETE BASE OF TIPPLE
 GX2324'SUPPORT, 7 FEET WEST OF EXTREME WEST TRACK, AND 7 1/2 FEET
 GX2324'SOUTH OF NORTHEAST PART OF TIPPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0233 ***********************************************************************
 JX0233  DESIGNATION -  TMB HALL=CHIS SQ
 JX0233  PID         -  JX0233
 JX0233  STATE/COUNTY-  WV/WETZEL
 JX0233  USGS QUAD   -  FOLSOM (1976)
 JX0233
 JX0233                         *CURRENT SURVEY CONTROL
 JX0233  ___________________________________________________________________
 JX0233* NAD 83(1986)-  39 25 47.     (N)    080 31 12.     (W)     SCALED    
 JX0233* NAVD 88     -       327.492  (meters)    1074.45   (feet)  ADJUSTED  
 JX0233  ___________________________________________________________________
 JX0233  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JX0233  DYNAMIC HT  -         327.294 (meters)    1073.80  (feet)  COMP
 JX0233  MODELED GRAV-     980,013.0   (mgal)                       NAVD 88
 JX0233
 JX0233  VERT ORDER  -  SECOND    CLASS 0
 JX0233
 JX0233.The horizontal coordinates were scaled from a topographic map and have
 JX0233.an estimated accuracy of +/- 6 seconds.
 JX0233
 JX0233.The orthometric height was determined by differential leveling
 JX0233.and adjusted by the National Geodetic Survey in June 1991..
 JX0233
 JX0233.The geoid height was determined by GEOID03.
 JX0233
 JX0233.The dynamic height is computed by dividing the NAVD 88
 JX0233.geopotential number by the normal gravity value computed on the
 JX0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0233.degrees latitude (g = 980.6199 gals.).
 JX0233
 JX0233.The modeled gravity was interpolated from observed gravity values.
 JX0233
 JX0233;                    North         East    Units  Estimated Accuracy
 JX0233;SPC WV N     -   103,710.      512,190.      MT  (+/- 180 meters Scaled)
 JX0233
 JX0233                          SUPERSEDED SURVEY CONTROL
 JX0233
 JX0233  NGVD 29 (??/??/92)  327.65   (m)         1075.0    (f) COMPUTED    2 0
 JX0233
 JX0233.Superseded values are not recommended for survey control.
 JX0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0233.See file dsdata.txt to determine how the superseded data were derived.
 JX0233
 JX0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND413645(NAD 83)
 JX0233_MARKER: Q = CHISELED SQUARE
 JX0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0233_SP_SET: SIGNAL BASE
 JX0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0233
 JX0233  HISTORY     - Date     Condition        Report By
 JX0233  HISTORY     - UNK      MONUMENTED       CGS
 JX0233  HISTORY     - 1957     GOOD             NGS
 JX0233
 JX0233                          STATION DESCRIPTION
 JX0233
 JX0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0233'1.2 MI NW FROM RINEHART.
 JX0233'ABOUT 1.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0233'FROM THE ROAD CROSING AT RINEHART, ABOUT 8 1/2 RAILS NORTH OF
 JX0233'NORTH END OF TUNNEL NO. 3, A 1 1/2-INCH CHISELED SQUARE ON THE
 JX0233'TOP OF THE NORTHEAST CORNER OF CONCRETE BASE OF SIGNAL NO. W
 JX0233'35.00, 8 FEET WEST OF WEST RAIL AND 2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3539 ***********************************************************************
 HW3539  DESIGNATION -  TOP
 HW3539  PID         -  HW3539
 HW3539  STATE/COUNTY-  WV/POCAHONTAS
 HW3539  USGS QUAD   -  MOUNTAIN GROVE (1995)
 HW3539
 HW3539                         *CURRENT SURVEY CONTROL
 HW3539  ___________________________________________________________________
 HW3539* NAD 83(1995)-  38 04 05.77451(N)    079 57 37.69861(W)     ADJUSTED  
 HW3539* NAVD 88     -      1109.4    (meters)    3640.     (feet)  VERTCON   
 HW3539  ___________________________________________________________________
 HW3539  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 HW3539  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HW3539
 HW3539  HORZ ORDER  -  SECOND
 HW3539
 HW3539.The horizontal coordinates were established by classical geodetic methods
 HW3539.and adjusted by the National Geodetic Survey in April 1998..
 HW3539
 HW3539.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3539
 HW3539.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3539
 HW3539.The geoid height was determined by GEOID03.
 HW3539
 HW3539;                    North         East     Units Scale Factor Converg.
 HW3539;SPC WV S     -   119,076.880   691,211.102   MT  0.99992773   +0 38 33.5
 HW3539;SPC VA N     - 2,045,596.596 3,371,848.349   MT  0.99999402   -0 54 41.4
 HW3539;SPC VA N     - 6,711,261.50 11,062,472.46   sFT  0.99999402   -0 54 41.4
 HW3539;UTM  17      - 4,213,899.915   591,184.331   MT  0.99970240   +0 38 27.7
 HW3539
 HW3539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3539!SPC WV S     -   0.99983087  x   0.99992773  =   0.99975861
 HW3539!SPC VA N     -   0.99983087  x   0.99999402  =   0.99982489
 HW3539!UTM  17      -   0.99983087  x   0.99970240  =   0.99953332
 HW3539
 HW3539|---------------------------------------------------------------------|
 HW3539| PID    Reference Object                     Distance      Geod. Az  |
 HW3539|                                                           dddmmss.s |
 HW3539| HW3540 HIGH TOP USGS 1957                   22.498 METERS 01103     |
 HW3539| HW3538 HIGH POINT LOOKOUT TOWER            402.939 METERS 0731512.6 |
 HW3539| DC4881 TOP RM 2                             21.217 METERS 26724     |
 HW3539|---------------------------------------------------------------------|
 HW3539
 HW3539                          SUPERSEDED SURVEY CONTROL
 HW3539
 HW3539  NAD 83(1995)-  38 04 05.77248(N)    079 57 37.70356(W) AD(       ) 2
 HW3539  NAD 83(1986)-  38 04 05.77860(N)    079 57 37.70808(W) AD(       ) 2
 HW3539  NAD 27      -  38 04 05.33240(N)    079 57 38.49870(W) AD(       ) 2
 HW3539  NGVD 29 (07/19/86) 1109.5    (m)         3640.     (f) VERT ANG       
 HW3539
 HW3539.Superseded values are not recommended for survey control.
 HW3539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3539.See file dsdata.txt to determine how the superseded data were derived.
 HW3539
 HW3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9118413900(NAD 83)
 HW3539_MARKER: DS = TRIANGULATION STATION DISK
 HW3539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3539
 HW3539  HISTORY     - Date     Condition        Report By
 HW3539  HISTORY     - 1957     MONUMENTED       CGS
 HW3539
 HW3539                          STATION DESCRIPTION
 HW3539
 HW3539'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3539'STATION IS APPROXIMATELY 13.0 MILES SOUTHEAST OF MARLINGTON, WEST
 HW3539'VIRGINIA, 10.0 MILES
 HW3539'WEST-NORTHWEST OF WARM SPRINGS, VIRGINIA, 4.0 MILES SOUTHWEST OF
 HW3539'MOUNTAIN GROVE, VIRGINIA, ON THE
 HW3539'VIRGINIA-WEST VIRGINIA LINE AT THE EXTREME SOUTHEAST CORNER OF
 HW3539'POCAHONTAS COUNTY, ON A PROMINENT HIGH
 HW3539'KNOB KNOWN AS HIGHPOINT, ON THE ALLEGHENY MOUNTAIN
 HW3539'AND IN PASTURE LAND OWNED BY MR. WOODROW COMBS
 HW3539'WHO LIVES ON THE BURNSVILLE ROAD NORTH
 HW3539'OF WARMS SPRINGS, VIRGINIA.
 HW3539'
 HW3539'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 39 AND 28 AT THE WEST
 HW3539'EDGE OF MINNEHAHA SPRINGS, WEST
 HW3539'VIRGINIA, GO EAST ON STATE HIGHWAY 39 FOR 0.15 MILE TO THE POST
 HW3539'OFFICE ON THE RIGHT IN MINNEHAHA
 HW3539'SPRINGS, CONTINUE EASTERLY ON STATE HIGHWAY 39 FOR 4.5 MILES
 HW3539'TO A CROSSROAD AT SUMMIT OF GRADE (JUST
 HW3539'BEFORE REACHING THE VIRGINIA STATE LINE.), TURN
 HW3539'RIGHT AND GO SOUTHERLY ON U.S. FORESTRY ROAD NO. 55 FOR
 HW3539'0.05 MILE TO A FORESTRY GATE,
 HW3539'CONTINUE SOUTHERLY UP SIDE OF MOUNTAIN FOR 2.55 MILES TO CREST OF
 HW3539'RIDGE AND A FORESTRY SIGN ON THE
 HW3539'LEFT, KEEP RIGHT, SOUTH, OUT RIDGE ON GRADED FORESTRY ROAD FOR 3.6
 HW3539'MILES TO A CONCRETE BLOCK CABIN
 HW3539'PAINTED WHITE ON THE LEFT, CONTINUE ON ROAD FOR 0.25 MILE
 HW3539'TO A ROAD ON THE RIGHT, KEEP LEFT AND GO
 HW3539'NORTH ON ROAD FOR 0.25 MILE TO A TRIANGULAR
 HW3539'BLAZE ON AN OAK TREE ON THE RIGHT AT AN OLD CAR BODY ON THE
 HW3539'RIGHT (ABOUT 0.1 MILE BEFORE REACHING
 HW3539'A LOOKOUT TOWER.) TURN LEFT INTO FIELD AND GO NORTHWEST FOR ABOUT
 HW3539'0.05 MILE TO A FENCE AROUND AN
 HW3539'OLD GARDEN, TURN LEFT AND GO NORTHWEST FOR 0.15 MILE TO HIGHEST
 HW3539'POINT OF HILL AND THE STATION.
 HW3539'
 HW3539'STATION MARKS ARE STANDARD DISKS STAMPED TOP 1957.  THE SURFACE DISK
 HW3539'IS SET IN A SQUARE CONCRETE
 HW3539'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 155 FEET
 HW3539'SOUTHWEST OF A WOODEN FENCE LINE,
 HW3539'115 FEET EAST-NORTHEAST OF A 6-INCH TREE, 91 FEET
 HW3539'WEST-SOUTHWEST OF THE CENTER OF A FENCED IN GRAVE
 HW3539'AND 50 FEET NORTHEAST OF AN OLD FENCE
 HW3539'LINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HW3539'30 INCHES BELOW THE SURFACE OF THE GROUND.
 HW3539'
 HW3539'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK (HIGH
 HW3539'TOP), NO STAMPING ON THE
 HW3539'MARK, IS CEMENTED IN A DRILL HOLE IN A BURIED BOULDER ABOUT 8 INCHES
 HW3539'LONG AND 5 INCHES WIDE AND
 HW3539'PROJECTS 3 INCHES.  IT IS 44 FEET NORTH-NORTHEAST OF THE
 HW3539'CENTER OF A FENCED IN GRAVE AND APPROXIMATELY
 HW3539'1 FOOT HIGHER THAN THE STATION MARK.
 HW3539'
 HW3539'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TOP NO 2 1957, IS SET
 HW3539'IN A SQUARE CONCRETE POST
 HW3539'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 99 FEET
 HW3539'SOUTHWEST OF A WOODEN FENCE LINE
 HW3539'AND IN THE CENTER OF AN OLD FENCE LINE.
 HW3539'
 HW3539'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 HW3539'
 HW3539'HEIGHT OF LIGHT ABOVE STATION MARK - 14.20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1281 ***********************************************************************
 JW1281  DESIGNATION -  TOP
 JW1281  PID         -  JW1281
 JW1281  STATE/COUNTY-  WV/TUCKER
 JW1281  USGS QUAD   -  BLACKBIRD KNOB (1972)
 JW1281
 JW1281                         *CURRENT SURVEY CONTROL
 JW1281  ___________________________________________________________________
 JW1281* NAD 83(1995)-  39 03 06.72345(N)    079 18 28.58811(W)     ADJUSTED  
 JW1281* NAVD 88     -      1249.0    (meters)    4098.     (feet)  GPS OBS   
 JW1281  ___________________________________________________________________
 JW1281  X           -     920,351.026 (meters)                     COMP
 JW1281  Y           -  -4,874,523.268 (meters)                     COMP
 JW1281  Z           -   3,997,557.643 (meters)                     COMP
 JW1281  LAPLACE CORR-         -10.58  (seconds)                    DEFLEC99
 JW1281  ELLIP HEIGHT-        1217.97  (meters)          (10/04/01) GPS OBS
 JW1281  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JW1281
 JW1281  HORZ ORDER  -  FIRST
 JW1281  ELLP ORDER  -  FOURTH    CLASS II
 JW1281
 JW1281.The horizontal coordinates were established by GPS observations
 JW1281.and adjusted by the National Geodetic Survey in October 2001..
 JW1281
 JW1281.The orthometric height was determined by GPS observations and a
 JW1281.high-resolution geoid model.
 JW1281
 JW1281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1281
 JW1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1281
 JW1281.The ellipsoidal height was determined by GPS observations
 JW1281.and is referenced to NAD 83.
 JW1281
 JW1281.The geoid height was determined by GEOID03.
 JW1281
 JW1281;                    North         East     Units Scale Factor Converg.
 JW1281;SPC WV N     -    61,284.555   616,625.046   MT  0.99999060   +0 07 21.0
 JW1281;UTM  17      - 4,323,894.730   646,415.748   MT  0.99986397   +1 03 58.4
 JW1281
 JW1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1281!SPC WV N     -   0.99980894  x   0.99999060  =   0.99979954
 JW1281!UTM  17      -   0.99980894  x   0.99986397  =   0.99967294
 JW1281
 JW1281:                Primary Azimuth Mark                     Grid Az
 JW1281:SPC WV N     -  TOP AZ MK                                024 47 42.4
 JW1281:UTM  17      -  TOP AZ MK                                023 51 05.0
 JW1281
 JW1281|---------------------------------------------------------------------|
 JW1281| PID    Reference Object                     Distance      Geod. Az  |
 JW1281|                                                           dddmmss.s |
 JW1281| CX5498 TOP AZ MK                                          0245503.4 |
 JW1281| CX5499 TOP RM 1                              5.023 METERS 15430     |
 JW1281| JW1524 BELL KNOB LOOKOUT TOWER             APPROX. 5.9 KM 1925912.8 |
 JW1281| JW1282 TOP AZ MK 2                         193.355 METERS 23735     |
 JW1281| CX5500 TOP RM 2                              4.988 METERS 27144     |
 JW1281|---------------------------------------------------------------------|
 JW1281
 JW1281                          SUPERSEDED SURVEY CONTROL
 JW1281
 JW1281  NAD 83(1995)-  39 03 06.72646(N)    079 18 28.59082(W) AD(       ) 1
 JW1281  ELLIP H (04/01/98) 1217.93   (m)                       GP(       ) 4 1
 JW1281  NAD 83(1995)-  39 03 06.73637(N)    079 18 28.59856(W) AD(       ) 1
 JW1281  NAD 83(1986)-  39 03 06.73723(N)    079 18 28.59999(W) AD(       ) 1
 JW1281  NAD 27      -  39 03 06.33920(N)    079 18 29.44500(W) AD(       ) 1
 JW1281  NGVD 29 (07/19/86) 1248.9    (m)         4097.     (f) VERT ANG       
 JW1281
 JW1281.Superseded values are not recommended for survey control.
 JW1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1281.See file dsdata.txt to determine how the superseded data were derived.
 JW1281
 JW1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD4641623895(NAD 83)
 JW1281_MARKER: DS = TRIANGULATION STATION DISK
 JW1281_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JW1281_SP_SET: UNSPECIFIED ROCK
 JW1281_STAMPING: TOP 1941
 JW1281_MARK LOGO: CGS   
 JW1281_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1281+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1992
 JW1281
 JW1281  HISTORY     - Date     Condition        Report By
 JW1281  HISTORY     - 1941     MONUMENTED       CGS
 JW1281  HISTORY     - 1941     GOOD             CGS
 JW1281  HISTORY     - 1956     GOOD             CGS
 JW1281  HISTORY     - 1975     GOOD             NGS
 JW1281  HISTORY     - 1977     GOOD             NGS
 JW1281  HISTORY     - 19920811 GOOD             HARTMN
 JW1281  HISTORY     - 19921120 GOOD
 JW1281
 JW1281                          STATION DESCRIPTION
 JW1281
 JW1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1281'STATION IS ABOUT 16 MILES SW OF SCHERR POST OFFICE, AT THE HEAD OF
 JW1281'ALDER RUN ON ALLEGHENY FRONT
 JW1281'MOUNTAIN IN THE MONONGAHELA NATIONAL FOREST.  IT
 JW1281'IS ON A ROCKY RIDGE ABOUT 0.25
 JW1281'MILE IN LENGTH N AND S, ABOUT 200
 JW1281'FEET E OF THE NEW STONE ROAD THAT RUNS N AND S
 JW1281'ALONG THE RIDGE.
 JW1281'
 JW1281'STATION MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 JW1281'IN A 2- BY 4-FOOT
 JW1281'BOULDER THAT PROJECTS ABOUT 4 INCHES.  IT IS
 JW1281'STAMPED TOP 1941.  A 4- BY 4-INCH
 JW1281'WHITE POST IS SET 5 FEET S OF THE MARK.
 JW1281'
 JW1281'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A DRILL
 JW1281'HOLE IN A 3- BY
 JW1281'3-FOOT BOULDER THAT PROJECTS ABOUT 8 INCHES.  IT
 JW1281'IS STAMPED TOP NO. 1 1941.
 JW1281'
 JW1281'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A DRILL
 JW1281'HOLE IN A 2- BY
 JW1281'2-FOOT BOULDER THAT PROJECTS ABOUT 2 INCHES.  IT
 JW1281'IS STAMPED TOP NO. 2 1941.
 JW1281'
 JW1281'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A DRILL
 JW1281'HOLE IN A 10- BY
 JW1281'5- BY 3-FOOT BOULDER, WHICH IS LYING ON ANOTHER
 JW1281'BOULDER ABOUT 25 BY 15 FEET.  IT IS
 JW1281'LOCATED ON THE HIGHEST POINT.
 JW1281'3 FEET NW FROM RIM OF BOULDER LEDGE.
 JW1281'
 JW1281'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W 200 FEET
 JW1281'TO THE NEW STONE
 JW1281'ROAD, HERE TURN RIGHT AND N AND GO 1.25 MILES TO
 JW1281'WHERE THE ROAD TURNS SHARP RIGHT
 JW1281'AND GOES DOWN THE MOUNTAIN.  FROM
 JW1281'THIS POINT WALK NNE ABOUT 0.2 MILE TO HIGHEST
 JW1281'BOULDER AND MARK.
 JW1281'
 JW1281'TO REACH THE STATION FROM SCHERR POST OFFICE GO SE ON STATE
 JW1281'HIGHWAY 42 FOR 5.1
 JW1281'MILES TO A GRAVEL ROAD RIGHT AND A CHURCH HOUSE
 JW1281'ON THE RIGHT, TURN RIGHT AND GO 3.9
 JW1281'MILES TO ROAD FORKS, KEEP
 JW1281'RIGHT OR STRAIGHT AHEAD AND GO 1.3 MILES TO A DIRT
 JW1281'T-ROAD RIGHT
 JW1281'AND A WOODEN GATE DIRECTLY OPPOSITE A SMALL FARMHOUSE, PASS THROUGH
 JW1281'THIS GATE AND GO
 JW1281'4.9 MILES TO A LOCKED IRON GATE WHICH IS ABOUT
 JW1281'0.15 MILE BEFORE REACHING TOP OF
 JW1281'THE MOUNTAIN.  (A KEY TO THIS
 JW1281'GATE CAN BE OBTAINED FROM JEFF GOLDONZEN AT THE
 JW1281'DOLLY SODS LOOKOUT
 JW1281'TOWER, WHICH IS 7 MILES S ON THE SAME MOUNTAIN.) FROM THIS LOCKED
 JW1281'GATE GO 0.15
 JW1281'MILE TO THE TOP OF MOUNTAIN AND TURN SHARP LEFT ON
 JW1281'THE NEW STONE ROAD AND GO 1
 JW1281'MILE.  STATION IS ABOUT 200 FEET E OF THIS ROAD.
 JW1281
 JW1281                          STATION RECOVERY (1941)
 JW1281
 JW1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 JW1281'LOCATED AT THE HEAD OF ALDER RUN ON ALLEGHENY FRONT MOUNTAIN IN THE
 JW1281'MONONGAHELA NATIONAL FOREST IN THE COUNTY OF GRANT IN THE STATE OF
 JW1281'WEST VIRGINIA.
 JW1281'TO REACH - FROM RED CREEK CAMPGROUNDS, PROCEED NORTH FOR APPROXIMATELY
 JW1281'1.3 MI (2.1 KM) ON ROUTE 75 AND TRACK ROAD TO THE RIGHT.  TURN RIGHT
 JW1281'ON TRACK ROAD AND PROCEED 200 FT (61.0 MT) EAST TO STATION.
 JW1281'THE STATION IS LOCATED A DISTANCE OF 16.35 FT (4.98 MT) EAST OF A
 JW1281'STANDARD DISC STAMPED TOP NO. 2 1941 AND A DISTANCE OF 16.58 FT
 JW1281'(5.05 MT) NORTH OF A STANDARD DISC STAMPED TOP NO. 1 1941.
 JW1281
 JW1281                          STATION RECOVERY (1956)
 JW1281
 JW1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1281'THE STATION WAS FOUND AS DESCRIBED AND THE MARKS WERE FOUND TO BE IN
 JW1281'GOOD CONDITION.  A COMPLETE NEW
 JW1281'DESCRIPTION IS AS FOLLOWS.
 JW1281'
 JW1281'THE STATION IS LOCATED, AIRLINE, ABOUT 15 MILES NORTH NORTHEAST OF
 JW1281'MOUTH OF SENECA, 10 MILES
 JW1281'NORTHWEST OF PETERSBURG, 10 MILES SOUTHEAST OF DAVIS, ON A FLAT
 JW1281'TOPPED RIDGE AT THE HEAD OF ALDER RUN
 JW1281'ON ALLEGHENY FRONT MOUNTAIN IN THE MONONGAHELA NATIONAL FOREST.
 JW1281'
 JW1281'THE STATION MARK IS A STANDARD DISK STAMPED TOP 1941 SET IN A DRILL
 JW1281'HOLE IN A 2 BY 4 FOOT
 JW1281'BOULDER THAT PROJECTS 5 INCHES ABOVE THE GROUND.  THE MARK IS 509
 JW1281'FEET SOUTHEAST OF THE
 JW1281'CENTERLINE OF THE NEW STONE ROAD AND 8 FEET NORTHEAST OF A WHITE
 JW1281'WITNESS POST.
 JW1281'
 JW1281'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED TOP NO 1 1941
 JW1281'SET IN A DRILL HOLE IN A 2 BY
 JW1281'3 FOOT BOULDER THAT PROJECTS 8 INCHES ABOVE THE GROUND.  THE MARK IS
 JW1281'ABOUT 6 INCHES LOWER THAN THE
 JW1281'STATION.
 JW1281'
 JW1281'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED TOP NO 2 1941
 JW1281'SET IN A DRILL HOLE IN A 2
 JW1281'FOOT SQUARE BOULDER THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE
 JW1281'MARK IS AT THE STATION ELEVATION.
 JW1281'
 JW1281'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TOP 1941 SET IN A DRILL
 JW1281'HOLE IN A 6 BY 9 FOOT
 JW1281'OUTCROPPING OF BEDROCK THAT PROJECTS ABOUT 3 FEET ABOVE THE ROCK
 JW1281'LEDGE.  THE MARK IS 8 FEET
 JW1281'SOUTHWEST OF A 2 FOOT CAIRN AND 3 FEET WEST OF THE EAST EDGE OF THE
 JW1281'ROCK LEDGE.
 JW1281'
 JW1281'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PETERSBURG GO WEST
 JW1281'ON VIRGINIA AVENUE FOR 0.05
 JW1281'MILE TO THE JUNCTION OF U.S. HIGHWAY 220 AND STATE HIGHWAYS 28 AND 4.
 JW1281'TURN RIGHT ON STATE HIGHWAYS 28
 JW1281'AND 4 GOING NORTH AND WEST FOR 10.1 MILES TO THE JORDAN
 JW1281'RUN ROAD ON THE RIGHT AS PER SIGN JORDAN RUN ROAD.
 JW1281'TURN RIGHT AND GO NORTHERLY ON
 JW1281'THE JORDAN RUN ROAD FOR 0.9 MILE TO A FORK AND SIGN JORDAN RUN ROAD.
 JW1281'TAKE THE RIGHT FORK KEEPING ON
 JW1281'THE JORDAN RUN ROAD FOR 7.0 MILES TO A SIDE ROAD LEFT AS PER SIGNS
 JW1281'MAYSVILLE 8-STATE ROUTE 28
 JW1281'8-ALLEGHENY TOP 5.  TURN LEFT AND GO WESTERLY ON U.S.
 JW1281'FOREST SERVICE ROUTE 75 FOR 4.9 MILES TO THE
 JW1281'TOP OF THE RIDGE WHERE THE ROAD BEARS LEFT
 JW1281'AND THE AZIMUTH MARK ON THE HIGH POINT OF THE RIDGE ABOUT 0.2
 JW1281'MILE TO THE RIGHT, NORTHEAST.  GO SOUTH
 JW1281'ON THE NEW STONE ROAD FOLLOWING THE HIGHEST PART OF THE RIDGE FOR
 JW1281'1.15 MILES TO A CAIRN ON THE
 JW1281'LEFT.  TURN LEFT, SOUTHEAST, AND CONTINUE ACROSS COUNTRY (VERY
 JW1281'ROCKY) FOR 0.1 MILE TO THE STATION AS
 JW1281'DESCRIBED.
 JW1281'
 JW1281'DIFFERENCE IN DIRECTION TO THE AZIMUTH MARK WAS NOTED IN THE FIELD.
 JW1281'THERE IS NO APPARENT
 JW1281'MOVEMENT OF THE MARK.
 JW1281
 JW1281                          STATION RECOVERY (1975)
 JW1281
 JW1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1281'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 JW1281'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NOW OBSTRUCTED BY
 JW1281'TREES, THEREFORE AN AZIMUTH MARK NUMBER 2 WAS ESTABLISHED.  THE
 JW1281'DIRECTION TO THE REFERENCE MARKS DIFFERED FROM THE 1956
 JW1281'OBSERVATIONS BY 5 MINUTES RESPECTIVELY.  THE DISTANCE TO REFERENCE
 JW1281'MARK 1 DIFFERED FROM THE 1956 MEASUREMENTS BY 0.013 METER SHORTER,
 JW1281'WHILE THE DISTANCE TO REFERENCE MARK 2 DIFFERED BY 0.006
 JW1281'METER LONGER.  THE DIRECTION TO THE BELL KNOB LOT 1956 CHECKED
 JW1281'THE 1956 DATA.  FOLLOWING IS A NEW DESCRIPTION.
 JW1281'
 JW1281'THE STATION IS ABOUT 12 MILES SOUTHWEST OF SCHERR, 10 MILES SOUTHEAST
 JW1281'OF DAVIS, 10 MILES NORTHWEST OF PETERSBURG AND IN THE MONONGAHELA
 JW1281'NATIONAL FOREST.  PERMISSION WAS GRANTED BY RANGER JIM BRUCE
 JW1281'OF PETERSBURG, TELEPHONE NUMBER 257-7111.
 JW1281'
 JW1281'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 93
 JW1281'IN SCHERR, GO SOUTH ON HIGHWAY 42 FOR 5.0 MILES TO A SIDE ROAD
 JW1281'RIGHT, JORDAN RUN AND DOLLY SODS ROAD, AT A CHURCH.  TURN RIGHT AND
 JW1281'GO SOUTHWEST FOR 4.0 MILES TO A SIDE ROAD LEFT.  CONTINUE
 JW1281'SOUTHWEST FOR 1.3 MILES TO A BLADED ROAD ON THE RIGHT LEADING TO
 JW1281'THE DOLLY SODS SCENIC AREA.  TURN RIGHT AND GO WEST ON THE
 JW1281'BLADED ROAD FOR 4.8 MILES TO THE TOP OF THE RIDGE AND A PICNIC AREA
 JW1281'WHERE THE ROAD TURNS SOUTH.  (TO REACH THE AZIMUTH MARK FROM THIS
 JW1281'POINT, PACK NORTH-NORTHEAST FOR ABOUT 0.2 MILE TO THE MARK IN A
 JW1281'HIGH POINT IN THE ROCKS.) CONTINUE SOUTH FOR 1.1 MILES TO A
 JW1281'DIM TRACK ROAD ON THE LEFT.  (TO REACH AZIMUTH MARK NUMBER 2
 JW1281'FROM THIS POINT, CONTINUE SOUTH FOR 0.05 MILE TO THE MARK ON THE
 JW1281'RIGHT.) TURN LEFT AND GO EAST ON THE DIM ROAD, WHICH IS VERY
 JW1281'ROCKY, FOR 0.1 MILE TO THE STATION.  NOTE- THE ENTIRE AREA OF THE
 JW1281'STATION IS COVERED WITH BOULDERS OF VARIOUS SIZES.  CARE SHOULD
 JW1281'BE TAKEN TO PREVENT DAMAGE TO VEHICLES.
 JW1281'
 JW1281'THE STATION MARK IS A STANDARD DISK, STAMPED ---TOP 1941---, CEMENTED
 JW1281'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES ABOVE THE GROUND
 JW1281'IT IS ABOUT 500 FEET EAST OF THE ROAD AND 7.2 FEET SOUTH OF A METAL
 JW1281'WITNESS POST.
 JW1281'
 JW1281'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---TOP NO 1 1941---,
 JW1281'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET ON THE
 JW1281'EAST AND 1 FOOT ON THE WEST.  IT IS 22.7 FEET SOUTH-SOUTHEAST OF THE
 JW1281'WITNESS POST AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 JW1281'
 JW1281'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---TOP NO 2 1941---,
 JW1281'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.  IT
 JW1281'IS 18.5 FEET SOUTHWEST OF THE WITNESS POST AND IS ABOUT 1 FOOT
 JW1281'HIGHER THAN THE STATION.
 JW1281'
 JW1281'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---TOP 1941---, CEMENTED
 JW1281'IN A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS ABOUT 3 FEET ABOVE A
 JW1281'ROCK LEDGE.
 JW1281'
 JW1281'THE AZIMUTH MARK NUMBER 2 IS A STANDARD DISK, STAMPED---TOP 1941 AZ 2
 JW1281'1975---, CEMENTED IN A DRILL HOLE IN A 4 BY 4 FOOT BOULDER THAT
 JW1281'PROJEC 2 INCHES ABOVE THE GROUND.  IT IS 40 FEET WEST OF THE
 JW1281'APPROXIMATE CENTER OF THE BLADED ROAD AND 2.5 FEET EAST OF A
 JW1281'METAL WITNESS POST.
 JW1281'
 JW1281'REFERENCE MARK 1 TO REFERENCE MARK 2 IS OBSTRUCTED BY BOULDERS
 JW1281'THE DISTANCES TO THE REFERENCE MARKS WERE COMPUTED FROM SLOPE
 JW1281'DISTANCES.
 JW1281'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 JW1281
 JW1281                          STATION RECOVERY (1977)
 JW1281
 JW1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RSC)
 JW1281'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK NUMBER 2
 JW1281'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  AZIMUTH MARK
 JW1281'NUMBER 1 WAS NOT LOOKED FOR.  NO IRON ROD WAS DRIVEN NEXT TO THE
 JW1281'STATION AS THE MARK WAS IN A ROCK.  THE NEW TELEPHONE NUMBER OF
 JW1281'THE DISTRICT RANGE IS 257-4488.
 JW1281
 JW1281                          STATION RECOVERY (1992)
 JW1281
 JW1281'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1992 (CER)
 JW1281'STATION, RM 1 AND RM 2 RECOVERED AS DESCRIBED AND FOUND IN GOOD
 JW1281'CONDITION.  GOOD FOR GPS
 JW1281
 JW1281                          STATION RECOVERY (1992)
 JW1281
 JW1281'RECOVERED 1992
 JW1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2258 ***********************************************************************
 HY2258  DESIGNATION -  TRACE
 HY2258  PID         -  HY2258
 HY2258  STATE/COUNTY-  WV/CABELL
 HY2258  USGS QUAD   -  WEST HAMLIN (1989)
 HY2258
 HY2258                         *CURRENT SURVEY CONTROL
 HY2258  ___________________________________________________________________
 HY2258* NAD 83(1995)-  38 21 38.80345(N)    082 09 29.10708(W)     ADJUSTED  
 HY2258* NAVD 88     -       346.7    (meters)    1137.     (feet)  VERTCON   
 HY2258  ___________________________________________________________________
 HY2258  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HY2258  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 HY2258
 HY2258  HORZ ORDER  -  SECOND
 HY2258
 HY2258.The horizontal coordinates were established by classical geodetic methods
 HY2258.and adjusted by the National Geodetic Survey in April 1998..
 HY2258
 HY2258.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2258
 HY2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2258
 HY2258.The geoid height was determined by GEOID03.
 HY2258
 HY2258;                    North         East     Units Scale Factor Converg.
 HY2258;SPC WV S     -   151,663.851   498,792.539   MT  0.99993040   -0 42 57.3
 HY2258;UTM  17      - 4,246,480.043   398,821.748   MT  0.99972607   -0 43 07.6
 HY2258
 HY2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2258!SPC WV S     -   0.99995081  x   0.99993040  =   0.99988121
 HY2258!UTM  17      -   0.99995081  x   0.99972607  =   0.99967689
 HY2258
 HY2258|---------------------------------------------------------------------|
 HY2258| PID    Reference Object                     Distance      Geod. Az  |
 HY2258|                                                           dddmmss.s |
 HY2258| DC2600 TRACE RM 1                           17.020 METERS 07536     |
 HY2258| DC2599 TRACE AZ MK                                        1973410.6 |
 HY2258| DC2601 TRACE RM 2                           24.837 METERS 32425     |
 HY2258|---------------------------------------------------------------------|
 HY2258
 HY2258                          SUPERSEDED SURVEY CONTROL
 HY2258
 HY2258  NAD 83(1995)-  38 21 38.80575(N)    082 09 29.10911(W) AD(       ) 2
 HY2258  NAD 83(1986)-  38 21 38.81006(N)    082 09 29.11143(W) AD(       ) 2
 HY2258  NAD 27      -  38 21 38.50010(N)    082 09 29.60920(W) AD(       ) 2
 HY2258  NGVD 29 (07/19/86)  346.9    (m)         1138.     (f) VERT ANG       
 HY2258
 HY2258.Superseded values are not recommended for survey control.
 HY2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2258.See file dsdata.txt to determine how the superseded data were derived.
 HY2258
 HY2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9882246480(NAD 83)
 HY2258_MARKER: DS = TRIANGULATION STATION DISK
 HY2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2258
 HY2258  HISTORY     - Date     Condition        Report By
 HY2258  HISTORY     - 1957     MONUMENTED       CGS
 HY2258  HISTORY     - 20021204 MARK NOT FOUND   INDIV
 HY2258
 HY2258                          STATION DESCRIPTION
 HY2258
 HY2258'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2258'STATION IS ON A HILL APPROXIMATELY 5 MILES SOUTH SOUTHWEST OF MILTON,
 HY2258'5 MILES NORTH NORTHEAST OF WEST HAMLIN, NEAR THE HEAD OF TRACE CREEK
 HY2258'AND ON LAND OWNER BY MR. JAMES BECKETT.
 HY2258'
 HY2258'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 10 AND STATE HIGHWAY 3 IN
 HY2258'WEST HAMLIN, GO NORTH NORTHWEST ON STATE HIGHWAY 10 FOR 4.0 MILES TO
 HY2258'A ROAD ON THE RIGHT, (JUST PAST A CONCRETE BRIDGE AND AT A SERVICE
 HY2258'STATION AND STORE ON RIGHT.) TURN RIGHT AND GO NORTHEAST ON HARD
 HY2258'SURFACED ROAD FOR 0.7 MILE TO A FORK, KEEP RIGHT FORK (TYLER CREEK
 HY2258'ROAD) AND GO 1.2 MILES ON BLACKTOP ROAD TO A BRICK CHURCH ON THE
 HY2258'LEFT, CONTINUE ON BLACKTOP ROAD FOR 0.6 MILE TO A FORK, KEEP RIGHT
 HY2258'FORK AND GO 1.15 MILE TO A SIDE ROAD ON THE LEFT AT TOP OF GRADE AND
 HY2258'A SMALL WHITE HOUSE ON THE RIGHT, TURN SHARP LEFT AND FOLLOW ROAD
 HY2258'FOR 0.2 MILE TO A WHITE HOUSE ON THE RIGHT, CONTINUE NORTHEAST ON
 HY2258'ROAD FOR 0.3 MILE TO A FENCE CORNER AND THE AZIMUTH MARK ON THE
 HY2258'RIGHT.  CONTINUE NORTHEAST ON ROAD FOR 0.2 MILE TO A TRAIL ROAD ON
 HY2258'THE LEFT, AT A TRIANGULAR BLAZE ON A PINE TREE ON THE LEFT, TURN
 HY2258'LEFT AND GO NORTHEAST UP RIDGE ON TRACK ROAD FOR 0.15 MILE TO A GAS
 HY2258'METER HOUSE AND THE STATION ON THE HIGHEST POINT OF HILL.
 HY2258'
 HY2258'STATION MARKS ARE STANDARD DISKS STAMPED TRACE 1957.  THE SURFACE
 HY2258'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HY2258'55 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD AND 35 FEET EAST
 HY2258'OF THE NORTHEAST CORNER OF THE GAS METER HOUSE.  A STANDARD WITNESS
 HY2258'POST WAS SET 8 FEET EAST OF THE MARK.  THE UNDERGROUND DISK IS SET
 HY2258'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF
 HY2258'THE GROUND.
 HY2258'
 HY2258'REFERENCE MARK NO.1, A STANDARD DISK STAMPED TRACE NO 1 1957, IS SET
 HY2258'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS AT THE
 HY2258'EAST EDGE OF CLEARING AND APPROXIMATELY 3 FEET LOWER IN ELEVATION
 HY2258'THAN THE STATION.
 HY2258'
 HY2258'REFERENCE MARK NO.2, A STANDARD DISK STAMPED TRACE NO 2 1957, IS SET
 HY2258'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 48 FEET
 HY2258'NORTH OF THE NORTHWEST CORNER OF A GAS METER HOUSE, 26 FEET NORTHWEST
 HY2258'OF THE CENTER OF A TRACK ROAD AND APPROXIMATELY 6 FEET LOWER IN
 HY2258'ELEVATION THAN THE STATION.
 HY2258'
 HY2258'AZIMUTH MARK, A STANDARD DISK STAMPED TRACE 1957, IS SET IN A SQUARE
 HY2258'CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 26.5 FEET WEST OF A
 HY2258'FENCE CORNER, 21 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 15 FEET
 HY2258'EAST OF A FENCE CORNER AND 1.5 FEET SOUTH OF A FENCE LINE.  A
 HY2258'STANDARD WITNESS POST WAS SET 1.5 FEET SOUTH OF THE MARK.
 HY2258'
 HY2258'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HY2258
 HY2258                          STATION RECOVERY (2002)
 HY2258
 HY2258'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 HY2258'AREA DISTURBED, TRACE RM 2 FOUND DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2985 ***********************************************************************
 HX2985  DESIGNATION -  TRACK
 HX2985  PID         -  HX2985
 HX2985  STATE/COUNTY-  WV/ROANE
 HX2985  USGS QUAD   -  WALTON (1976)
 HX2985
 HX2985                         *CURRENT SURVEY CONTROL
 HX2985  ___________________________________________________________________
 HX2985* NAD 83(1995)-  38 39 14.21994(N)    081 24 56.81339(W)     ADJUSTED  
 HX2985* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 HX2985  ___________________________________________________________________
 HX2985  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 HX2985  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HX2985
 HX2985  HORZ ORDER  -  SECOND
 HX2985
 HX2985.The horizontal coordinates were established by classical geodetic methods
 HX2985.and adjusted by the National Geodetic Survey in April 1998..
 HX2985
 HX2985.The orthometric height was scaled from a topographic map.
 HX2985
 HX2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2985
 HX2985.The geoid height was determined by GEOID03.
 HX2985
 HX2985;                    North         East     Units Scale Factor Converg.
 HX2985;SPC WV S     -   183,654.645   563,809.160   MT  0.99995918   -0 15 25.3
 HX2985;UTM  17      - 4,278,458.174   463,821.968   MT  0.99961612   -0 15 34.9
 HX2985
 HX2985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2985!SPC WV S     -   0.99995161  x   0.99995918  =   0.99991079
 HX2985!UTM  17      -   0.99995161  x   0.99961612  =   0.99956774
 HX2985
 HX2985|---------------------------------------------------------------------|
 HX2985| PID    Reference Object                     Distance      Geod. Az  |
 HX2985|                                                           dddmmss.s |
 HX2985| DC4883 TRACK RM 1                           21.580 METERS 02446     |
 HX2985| DC4882 TRACK AZ MK                                        1402400.8 |
 HX2985| DC4884 TRACK RM 2                           24.449 METERS 26617     |
 HX2985|---------------------------------------------------------------------|
 HX2985
 HX2985                          SUPERSEDED SURVEY CONTROL
 HX2985
 HX2985  NAD 83(1986)-  38 39 14.22706(N)    081 24 56.81964(W) AD(       ) 2
 HX2985  NAD 27      -  38 39 13.89300(N)    081 24 57.38200(W) AD(       ) 2
 HX2985
 HX2985.Superseded values are not recommended for survey control.
 HX2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2985.See file dsdata.txt to determine how the superseded data were derived.
 HX2985
 HX2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6382278458(NAD 83)
 HX2985_MARKER: DS = TRIANGULATION STATION DISK
 HX2985_SETTING: 0 = UNSPECIFIED SETTING
 HX2985
 HX2985  HISTORY     - Date     Condition        Report By
 HX2985  HISTORY     - 1944     MONUMENTED       CGS
 HX2985  HISTORY     - 1956     MARK NOT FOUND   USGS
 HX2985
 HX2985                          STATION DESCRIPTION
 HX2985
 HX2985'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2985'STATION IS LOCATED
 HX2985'ABOUT 1.25 MILES
 HX2985'(AIR LINE) NW OF WALTON, ON PROPERTY OWNED BY
 HX2985'MR. CAB DILLARD OF WALTON AND
 HX2985'OCCUPIED BY MR. JOHN SERGENT.  THE
 HX2985'MARK IS LOCATED ON THE HIGH POINT OF A RIDGE
 HX2985'BETWEEN BIG CREEK
 HX2985'TO THE W AND THE POCATALICO RIVER TO THE E.  THE TOP OF THE
 HX2985'RIDGE IS
 HX2985'BARE PASTURE LAND AND THE STATION MARK IS ABOUT CENTRALLY
 HX2985'LOCATED 34 FEET DUE E OF
 HX2985'THE SHARP SLOPE OF THE HILL.
 HX2985'
 HX2985'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AT
 HX2985'THE END OF A
 HX2985'4-INCH IRON PIPE WHICH IS EMBEDDED IN THE GROUND
 HX2985'SO ITS UPPER END IS FLUSH WITH
 HX2985'THE SURFACE.  UNDERGROUND MARK IS
 HX2985'A BRONZE DISK SET IN CONCRETE.  STATION MARK
 HX2985'STAMPED TRACK 1944.
 HX2985'
 HX2985'REFERENCE MARK 1 IS AT THE RIM OF THE RIDGE.  IT IS A BRONZE
 HX2985'REFERENCE DISK SET
 HX2985'IN CONCRETE AT THE CENTER OF THE TOP OF A TILE
 HX2985'AND IS STAMPED TRACK NO 1 1944.
 HX2985'
 HX2985'REFERENCE MARK 2 IS AT THE RIM OF THE RIDGE.  IT IS A BRONZE
 HX2985'REFERENCE DISK SET
 HX2985'IN CONCRETE AT THE CENTER OF THE TOP OF A TILE
 HX2985'AND IS STAMPED TRACK NO 2 1944.
 HX2985'
 HX2985'AZIMUTH MARK IS ON THE GROUNDS OF THE WALTON PUBLIC SCHOOL,
 HX2985'63 FEET SW OF THE
 HX2985'CORNER OF THE GYMNASIUM, 7.5 FEET SE OF A WITNESS
 HX2985'POST, AND 7 FEET E OF FENCE.  IT IS
 HX2985'A BRONZE AZIMUTH DISK
 HX2985'SET IN THE TOP OF A CONCRETE POST AND IS STAMPED TRACK 1944.
 HX2985'
 HX2985'TO REACH THE STATION FROM WALTON, GO W ON A NARROW CONCRETE
 HX2985'ROAD JUST N OF THE
 HX2985'RIGHT-ANGLE TURN IN U.S. HIGHWAY 119 FOR ABOUT
 HX2985'ONE BLOCK, THEN CONTINUE AHEAD UP THE
 HX2985'RIDGE ON A DIRT ROAD FOR
 HX2985'1.45 MILES TO A WIRE SWING GATE STRAIGHT AHEAD AT A
 HX2985'SHARP CURVE
 HX2985'IN THE ROAD TO THE RIGHT.  ENTER THE GATE AND PARK.  FROM HERE
 HX2985'PACK STRAIGHT
 HX2985'AHEAD ALONG THE LEFT SIDE OF THE FENCE TO A FENCE
 HX2985'CORNER.  PASS THROUGH A WIRE
 HX2985'GATE AND CLIMB A 100-YARD STEEP
 HX2985'GRADE TO THE TOP OF THE RIDGE.  CONTINUE ALONG
 HX2985'THE TOP FOR ABOUT
 HX2985'0.05 MILE TO THE STATION.  (TOTAL PACKING DISTANCE APPROXIMATELY
 HX2985'0.15 MILE.)
 HX2985'
 HX2985'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX2985
 HX2985                          STATION RECOVERY (1956)
 HX2985
 HX2985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HX2985'MARK COULD BE COVERED.  AREA HAS GROWN UP IN WEEDS AND THE
 HX2985'DESCRIPTION IS NOT
 HX2985'IN DETAIL ENOUGH TO PIN-POINT IT IN A SMALL AREA.  SURFACE MARK IS
 HX2985'SET FLUSH WITH THE
 HX2985'GROUND.  NO EVIDENCE THAT THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4654 ***********************************************************************
 JV4654  DESIGNATION -  TRAIL USGS
 JV4654  PID         -  JV4654
 JV4654  STATE/COUNTY-  WV/JEFFERSON
 JV4654  USGS QUAD   -  ROUND HILL (1981)
 JV4654
 JV4654                         *CURRENT SURVEY CONTROL
 JV4654  ___________________________________________________________________
 JV4654* NAD 83(1995)-  39 11 14.91869(N)    077 48 03.36003(W)     ADJUSTED  
 JV4654* NAVD 88     -       513.     (meters)    1683.     (feet)  SCALED    
 JV4654  ___________________________________________________________________
 JV4654  LAPLACE CORR-           6.32  (seconds)                    DEFLEC99
 JV4654  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JV4654
 JV4654  HORZ ORDER  -  SECOND
 JV4654
 JV4654.The horizontal coordinates were established by classical geodetic methods
 JV4654.and adjusted by the National Geodetic Survey in November 1994..
 JV4654
 JV4654.The orthometric height was scaled from a topographic map.
 JV4654
 JV4654.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4654
 JV4654.The geoid height was determined by GEOID03.
 JV4654
 JV4654;                    North         East     Units Scale Factor Converg.
 JV4654;SPC WV N     -    77,709.636   746,781.655   MT  0.99996984   +1 05 01.0
 JV4654;UTM  18      - 4,341,319.387   258,083.997   MT  1.00032066   -1 46 14.4
 JV4654
 JV4654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4654!SPC WV N     -   0.99992476  x   0.99996984  =   0.99989461
 JV4654!UTM  18      -   0.99992476  x   1.00032066  =   1.00024540
 JV4654
 JV4654                          SUPERSEDED SURVEY CONTROL
 JV4654
 JV4654  NAD 83(1995)-  39 11 14.92190(N)    077 48 03.36497(W) AD(       ) 2
 JV4654  NAD 83(1986)-  39 11 14.91821(N)    077 48 03.37061(W) AD(       ) 2
 JV4654  NAD 27      -  39 11 14.54600(N)    077 48 04.39100(W) AD(       ) 2
 JV4654
 JV4654.Superseded values are not recommended for survey control.
 JV4654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4654.See file dsdata.txt to determine how the superseded data were derived.
 JV4654
 JV4654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ5808441319(NAD 83)
 JV4654_MARKER: DD = SURVEY DISK
 JV4654_SETTING: 80 = SET IN A BOULDER
 JV4654_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JV4654_STAMPING: TRAIL 1938
 JV4654_MARK LOGO: USGS  
 JV4654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV4654+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2004
 JV4654
 JV4654  HISTORY     - Date     Condition        Report By
 JV4654  HISTORY     - 1938     MONUMENTED       USGS
 JV4654  HISTORY     - 1942     GOOD             CGS
 JV4654  HISTORY     - 20041017 GOOD             NGS
 JV4654
 JV4654                          STATION DESCRIPTION
 JV4654
 JV4654'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV4654'STATION IS LOCATED ABOUT 7.6 MILES SE OF CHARLES TOWN, WEST
 JV4654'VIRGINIA, 6 MILES W OF HILLSBORO, VIRGINIA, 4.2 MILES NW
 JV4654'OF ROUND HILL, VIRGINIA, ON THE CREST OF THE BLUE RIDGE, ABOUT
 JV4654'1.25 MILES N ALONG THE APPALACHIAN TRAIL FROM WILSON GAP,
 JV4654'NEAR THE S END OF THE HIGHEST SUMMIT, AND ABOUT 50 FEET W
 JV4654'OF THE TRAIL.
 JV4654'
 JV4654'TRAIL (U.S.G.S.) (USED FOR REFERENCE MARK NO. 2) IS A STANDARD
 JV4654'U.S. GEOLOGICAL SURVEY DISK SET IN A BOULDER ABOUT 50 FEET
 JV4654'W OF THE TRAIL AND STAMPED TRAIL 1938.
 JV4654'
 JV4654'TO REACH THE STATION FROM THE CROSSROADS IN ROUND HILL ON
 JV4654'STATE ROUTE 7 GO N ON COUNTY ROAD 719 FOR 2.85 MILES TO A FORKS,
 JV4654'TAKE LEFT FORK, COUNTY ROAD 713, AND GO N FOR 1 MILE TO FORKS
 JV4654'AND SIGN END OF STATE MAINTENANCE, TAKE LEFT FORK ACROSS SMALL
 JV4654'BRIDGE AND GO 1.45 MILES ON MAIN-TRAVELED ROAD TO DR. FOWLERS
 JV4654'HOUSE ON THE MOUNTAIN SIDE.  FROM ROCK STEPS AT THE NW CORNER
 JV4654'OF THE HOUSE GO NW ABOUT 100 YARDS ACROSS CLEARING TO ROCK
 JV4654'LEDGE, PICK UP TRAIL HERE AND FOLLOW 150 YARDS TO TOP OF
 JV4654'RIDGE AND APPALACHIAN TRAIL AND TRIANGULAR BLAZE ON TREE,
 JV4654'TURN LEFT (SW) ON TRAIL 275 YARDS TO STATION ON THE RIGHT.
 JV4654
 JV4654                          STATION RECOVERY (2004)
 JV4654
 JV4654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (CSC)
 JV4654'CANNOT VERIFY ORIGINAL TO REACH AS MARK WAS APPROACHED BY WAY OF THE
 JV4654'APPALACHIAN TRAIL FROM SEVERAL MILES NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2143 ***********************************************************************
 JX2143  DESIGNATION -  TRAVERSE STA 23 WVGS 1944
 JX2143  PID         -  JX2143
 JX2143  STATE/COUNTY-  WV/WOOD
 JX2143  USGS QUAD   -  KANAWHA (1989)
 JX2143
 JX2143                         *CURRENT SURVEY CONTROL
 JX2143  ___________________________________________________________________
 JX2143* NAD 83(1995)-  39 14 46.54911(N)    081 24 59.97005(W)     ADJUSTED  
 JX2143* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 JX2143  ___________________________________________________________________
 JX2143  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 JX2143  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JX2143
 JX2143  HORZ ORDER  -  SECOND
 JX2143
 JX2143.The horizontal coordinates were established by classical geodetic methods
 JX2143.and adjusted by the National Geodetic Survey in April 1998..
 JX2143
 JX2143.The orthometric height was scaled from a topographic map.
 JX2143
 JX2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2143
 JX2143.The geoid height was determined by GEOID03.
 JX2143
 JX2143;                    North         East     Units Scale Factor Converg.
 JX2143;SPC WV N     -    84,612.631   434,562.605   MT  0.99996257   -1 13 20.6
 JX2143;UTM  17      - 4,344,188.010   464,046.159   MT  0.99961592   -0 15 49.0
 JX2143
 JX2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2143!SPC WV N     -   0.99995659  x   0.99996257  =   0.99991916
 JX2143!UTM  17      -   0.99995659  x   0.99961592  =   0.99957252
 JX2143
 JX2143                          SUPERSEDED SURVEY CONTROL
 JX2143
 JX2143  NAD 83(1986)-  39 14 46.55355(N)    081 24 59.97683(W) AD(       ) 2
 JX2143  NAD 27      -  39 14 46.28100(N)    081 25 00.54500(W) AD(       ) 2
 JX2143
 JX2143.Superseded values are not recommended for survey control.
 JX2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2143.See file dsdata.txt to determine how the superseded data were derived.
 JX2143
 JX2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6404644188(NAD 83)
 JX2143_MARKER: Z = SEE DESCRIPTION
 JX2143_SETTING: 0 = UNSPECIFIED SETTING
 JX2143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2143
 JX2143  HISTORY     - Date     Condition        Report By
 JX2143  HISTORY     - 1944     MONUMENTED       WVGS
 JX2143
 JX2143                          STATION DESCRIPTION
 JX2143
 JX2143'DESCRIBED BY WEST VIRGINIA GEODETIC SURVEY 1944 (FN)
 JX2143'STATION IS AT THE BASE OF A WOODED HILL KNOWN AS
 JX2143'MONTGOMERY HILL,
 JX2143'ABOUT 8 MILES E OF PARKERSBURG, ABOUT 0.2 MILE
 JX2143'S OF NEW U.S. HIGHWAY 50, AND 0.1
 JX2143'MILE N OF THE OLD HIGHWAY.  IT
 JX2143'IS ABOUT 150 FEET N OF DIRT ROAD ON W EDGE OF A
 JX2143'SMALL WOODS.  A
 JX2143'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 JX2143'MONTGOMERY, THE
 JX2143'DISTANCE BEING 43.148 METERS.
 JX2143'
 JX2143'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 JX2143'OF U.S. HIGHWAY 50
 JX2143'AND PARK AVENUE IN PARKERSBURG, GO E ON HIGHWAY
 JX2143'50 FOR 8.6 MILES TO A DIRT ROAD FORKS
 JX2143'RIGHT, TAKE DIRT ROAD
 JX2143'AND GO 0.2 MILE TO HOUSE ON THE RIGHT, CONTINUE STRAIGHT
 JX2143'AHEAD 0.1
 JX2143'MILE TO A POLE GATE ON THE RIGHT, GO THROUGH POLE GATE AND
 JX2143'UP HILL TO TOP OF
 JX2143'GRADE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2151 ***********************************************************************
 JX2151  DESIGNATION -  TRAVERSE STA 60 AUX WVGS 1944
 JX2151  PID         -  JX2151
 JX2151  STATE/COUNTY-  WV/WOOD
 JX2151  USGS QUAD   -  WILLOW ISLAND (1994)
 JX2151
 JX2151                         *CURRENT SURVEY CONTROL
 JX2151  ___________________________________________________________________
 JX2151* NAD 83(1995)-  39 15 05.42447(N)    081 19 55.35547(W)     ADJUSTED  
 JX2151* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 JX2151  ___________________________________________________________________
 JX2151  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 JX2151  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JX2151
 JX2151  HORZ ORDER  -  SECOND
 JX2151
 JX2151.The horizontal coordinates were established by classical geodetic methods
 JX2151.and adjusted by the National Geodetic Survey in April 1998..
 JX2151
 JX2151.The orthometric height was scaled from a topographic map.
 JX2151
 JX2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2151
 JX2151.The geoid height was determined by GEOID03.
 JX2151
 JX2151;                    North         East     Units Scale Factor Converg.
 JX2151;SPC WV N     -    85,042.202   441,877.041   MT  0.99996197   -1 10 06.3
 JX2151;UTM  17      - 4,344,739.694   471,349.833   MT  0.99961011   -0 12 36.3
 JX2151
 JX2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2151!SPC WV N     -   0.99995798  x   0.99996197  =   0.99991995
 JX2151!UTM  17      -   0.99995798  x   0.99961011  =   0.99956811
 JX2151
 JX2151:                Primary Azimuth Mark                     Grid Az
 JX2151:SPC WV N     -  PLEASANT                                 034 13 35.0
 JX2151:UTM  17      -  PLEASANT                                 033 16 05.0
 JX2151
 JX2151|---------------------------------------------------------------------|
 JX2151| PID    Reference Object                     Distance      Geod. Az  |
 JX2151|                                                           dddmmss.s |
 JX2151| JX2152 PLEASANT                            APPROX. 0.7 KM 0330328.7 |
 JX2151| JX2153 TRAVERSE STA 61 AUX WVGS 1944       457.383 METERS 0695601.9 |
 JX2151|---------------------------------------------------------------------|
 JX2151
 JX2151                          SUPERSEDED SURVEY CONTROL
 JX2151
 JX2151  NAD 83(1986)-  39 15 05.42910(N)    081 19 55.36271(W) AD(       ) 2
 JX2151  NAD 27      -  39 15 05.15600(N)    081 19 55.94200(W) AD(       ) 2
 JX2151
 JX2151.Superseded values are not recommended for survey control.
 JX2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2151.See file dsdata.txt to determine how the superseded data were derived.
 JX2151
 JX2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7135044740(NAD 83)
 JX2151_MARKER: DD = SURVEY DISK
 JX2151_SETTING: 0 = UNSPECIFIED SETTING
 JX2151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2151
 JX2151  HISTORY     - Date     Condition        Report By
 JX2151  HISTORY     - 1944     MONUMENTED       WVGS
 JX2151  HISTORY     - 1960     SEE DESCRIPTION  WVGS
 JX2151
 JX2151                          STATION DESCRIPTION
 JX2151
 JX2151'DESCRIBED BY WEST VIRGINIA GEODETIC SURVEY 1944 (FN)
 JX2151'STATION IS LOCATED IN A SMALL COMMUNITY CALLED PLEASANT
 JX2151'HILL ABOUT 14
 JX2151'MILES E OF PARKERSBURG, ON THE S SIDE OF OLD
 JX2151'U.S. HIGHWAY 50, AND ON LAND
 JX2151'OWNED BY MRS. MARSHALL.  IT IS 48
 JX2151'FEET S OF THE CENTER LINE OF THE ROAD AND 66
 JX2151'FEET N OF A 12-INCH
 JX2151'WILD CHERRY TREE.
 JX2151'
 JX2151'STATION MARK IS A STATE SURVEY STANDARD DISK STAMPED NO 60
 JX2151'AUX.
 JX2151'
 JX2151'NO REFERENCE MARKS WERE SET.
 JX2151'
 JX2151'STATION PLEASANT IS VISIBLE FROM THE GROUND AND CAN BE USED
 JX2151'AS AN AZIMUTH
 JX2151'MARK.
 JX2151'
 JX2151'TO REACH STATION FROM THE HIGHWAY JUNCTION AT PLEASANT HILL,
 JX2151'GO E ON HIGHWAY 50
 JX2151'FOR 0.2 MILE TO WHERE OLD U.S. HIGHWAY 50 TURNS
 JX2151'SHARP RIGHT, TURN RIGHT ON OLD
 JX2151'HIGHWAY AND GO 0.35 MILE TO STATION
 JX2151'ON THE LEFT.
 JX2151'
 JX2151'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JX2151
 JX2151                          STATION RECOVERY (1960)
 JX2151
 JX2151'RECOVERY NOTE BY WEST VIRGINIA GEODETIC SURVEY 1960 (ALW)
 JX2151'RECOVERED ESSENTIALLY AS ORIGINALLY DESCRIBED BUT EVIDENTLY
 JX2151'DISTURBED, SINCE IT WAS LEANING SO THAT THE TOP WAS DISPLACED 0.055
 JX2151'METER OR 0.180 FOOT DIRECTLY TOWARD TRAVERSE STATION NO. 61
 JX2151'(W.VA.GEOD.S.) OR N 69 DEG 56 MIN E FROM A VERTICAL
 JX2151'LINE THRU THE APPROXIMATE CENTER OF GRAVITY OF THE
 JX2151'MONUMENT POST.  THERE WAS ALSO A HEAVY SCRATCH ACROSS THE METAL
 JX2151'DISK PARALLEL TO AND IN THE DIRECTION OF THE APPARENT
 JX2151'DISPLACEMENT.  THE MONUMENT WAS SET ERECT AND THE RESTORED
 JX2151'POSITION MARKED BY AN UNDERGROUND AND SURFACE MARKS.
 JX2151'
 JX2151'ABOUT 15 MILES ELY ALONG NO. 50 U.S. HIGHWAY FROM THE HEART OF
 JX2151'PARKERSBURG, ABOUT 0.20 MILE SSW AIR LINE FROM THE Y-JUNCTION OF THE
 JX2151'SAID AND NO. 31 WEST VIRGINIA HIGHWAY WHICH JUNCTION IS IN THE
 JX2151'CENTER OF THE SETTLEMENT OF HIGHWAY-SIGN-DESIGNATED DEERWALK OR
 JX2151'ALSO-KNOWN AS PLEASANT HILL, REACHED BY GOING WLY FROM THE
 JX2151'JUNCTION FOR 0.3 MILE THENCE SLY AND ELY ON OLD ROAD 0.15 MILE TO
 JX2151'STATION ON RIGHT, ABOUT 55 YARDS W OF PLEASANT HILL METHODIST CHURCH,
 JX2151'45 FEET S OF CENTER LINE OF THE ROAD, AN ESTIMATED 12 FEET HIGHER
 JX2151'THAN SAME, 9.0 FEET N OF NE CORNER OF FRAME HOUSE, 2.9 FEET E
 JX2151'PROJECTED PLANE OF E WALL OF SAME, UNDERGROUND MARK 3 FEET BELOW
 JX2151'SURFACE IS MARK STAMPED 60 AUX W.V.G.S. 1944 1960, WHILE
 JX2151'SURFACE MARK IS COAST SURVEY AND STATE SURVEY DISK STAMPED 60
 JX2151'AUX 1944 1960 AND SET IN TOP OF CONCRETE POST THAT IS FLUSH WITH
 JX2151'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2153 ***********************************************************************
 JX2153  DESIGNATION -  TRAVERSE STA 61 AUX WVGS 1944
 JX2153  PID         -  JX2153
 JX2153  STATE/COUNTY-  WV/WOOD
 JX2153  USGS QUAD   -  WILLOW ISLAND (1994)
 JX2153
 JX2153                         *CURRENT SURVEY CONTROL
 JX2153  ___________________________________________________________________
 JX2153* NAD 83(1995)-  39 15 10.51279(N)    081 19 37.43751(W)     ADJUSTED  
 JX2153* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 JX2153  ___________________________________________________________________
 JX2153  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 JX2153  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JX2153
 JX2153  HORZ ORDER  -  SECOND
 JX2153
 JX2153.The horizontal coordinates were established by classical geodetic methods
 JX2153.and adjusted by the National Geodetic Survey in April 1998..
 JX2153
 JX2153.The orthometric height was scaled from a topographic map.
 JX2153
 JX2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2153
 JX2153.The geoid height was determined by GEOID03.
 JX2153
 JX2153;                    North         East     Units Scale Factor Converg.
 JX2153;SPC WV N     -    85,190.334   442,309.754   MT  0.99996181   -1 09 54.9
 JX2153;UTM  17      - 4,344,894.987   471,779.857   MT  0.99960981   -0 12 25.0
 JX2153
 JX2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2153!SPC WV N     -   0.99995986  x   0.99996181  =   0.99992167
 JX2153!UTM  17      -   0.99995986  x   0.99960981  =   0.99956969
 JX2153
 JX2153:                Primary Azimuth Mark                     Grid Az
 JX2153:SPC WV N     -  TRAVERSE STA 60 AUX WVGS 1944            251 06 08.1
 JX2153:UTM  17      -  TRAVERSE STA 60 AUX WVGS 1944            250 08 38.2
 JX2153
 JX2153|---------------------------------------------------------------------|
 JX2153| PID    Reference Object                     Distance      Geod. Az  |
 JX2153|                                                           dddmmss.s |
 JX2153| JX2151 TRAVERSE STA 60 AUX WVGS 1944       457.383 METERS 2495613.2 |
 JX2153| JX2152 PLEASANT                            454.155 METERS 3555244.9 |
 JX2153|---------------------------------------------------------------------|
 JX2153
 JX2153                          SUPERSEDED SURVEY CONTROL
 JX2153
 JX2153  NAD 83(1986)-  39 15 10.51742(N)    081 19 37.44476(W) AD(       ) 2
 JX2153  NAD 27      -  39 15 10.24400(N)    081 19 38.02500(W) AD(       ) 2
 JX2153
 JX2153.Superseded values are not recommended for survey control.
 JX2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2153.See file dsdata.txt to determine how the superseded data were derived.
 JX2153
 JX2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7178044895(NAD 83)
 JX2153_MARKER: DD = SURVEY DISK
 JX2153_SETTING: 0 = UNSPECIFIED SETTING
 JX2153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2153
 JX2153  HISTORY     - Date     Condition        Report By
 JX2153  HISTORY     - 1944     MONUMENTED       WVGS
 JX2153  HISTORY     - 1960     GOOD             WVGS
 JX2153
 JX2153                          STATION DESCRIPTION
 JX2153
 JX2153'DESCRIBED BY WEST VIRGINIA GEODETIC SURVEY 1944 (FN)
 JX2153'STATION IS LOCATED IN A SMALL COMMUNITY CALLED PLEASANT
 JX2153'HILL ABOUT 14
 JX2153'MILES E OF PARKERSBURG AND 0.1 MILE S OF THE
 JX2153'NEW U.S. HIGHWAY 50.  IT IS IN
 JX2153'FRONT OF A HOUSE OWNED BY MR. J.P.
 JX2153'MARSHALL.  IT IS 38 FEET E OF THE CENTER LINE OF
 JX2153'OLD HIGHWAY 50,
 JX2153'6 FEET N OF THE NE CORNER OF AN OLD SHED, AND 80 FEET SW OF THE
 JX2153'SW CORNER OF MR.
 JX2153'MARSHALLS HOUSE.
 JX2153'
 JX2153'STATION MARK IS A STATE SURVEY STANDARD DISK STAMPED NO 61
 JX2153'AUX.
 JX2153'
 JX2153'NO REFERENCE MARKS WERE SET.
 JX2153'
 JX2153'STATION PLEASANT IS VISIBLE FROM THE GROUND AND CAN BE USED
 JX2153'AS AN AZIMUTH
 JX2153'MARK.
 JX2153'
 JX2153'TO REACH STATION FROM THE HIGHWAY JUNCTION AT PLEASANT HILL,
 JX2153'GO E ON U.S.
 JX2153'HIGHWAY 50 FOR 0.2 MILE TO WHERE OLD HIGHWAY 50 TURNS
 JX2153'SHARP RIGHT, TURN RIGHT ON OLD
 JX2153'HIGHWAY AND GO 0.15 MILE TO MR.
 JX2153'J.P. MARSHALLS HOUSE ON THE LEFT AND STATION.
 JX2153'
 JX2153'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 JX2153
 JX2153                          STATION RECOVERY (1960)
 JX2153
 JX2153'RECOVERY NOTE BY WEST VIRGINIA GEODETIC SURVEY 1960 (ALW)
 JX2153'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE ORIGINAL 1944
 JX2153'DESCRIPTION, EXCEPT THAT THE COMMUNITY IS SIGN-DESIGNATED BY THE
 JX2153'HIGHWAY DEPARTMENT NOW AS DEERWALK, THO THE GROCERY STORE AND AT
 JX2153'LEAST ONE CHURCH ARE DESIGNATED PLEASANT HILL.  THE HOUSE OF
 JX2153'J.P.MARSHALL IS NOW OWNED AND OCCUPIED BY HIS SON MR. JEFF
 JX2153'MARSHALL.
 JX2153'
 JX2153'THE ORIGINAL DESCRIPTION STATES THAT TRIANGULATION STATION PLEASANT
 JX2153'IS VISIBLE FROM THE GROUND AND CAN BE USED AS AN AZIMUTH MARK.  AT
 JX2153'PRESENT THAT LINE IS OBSTRUCTED BY TREES AND APPARENTLY BY THE
 JX2153'GROUND (BROW OF THE HILL AT PLEASANT).  CLEARING AT PLEASANT AND
 JX2153'SOME ELEVATION OF THE TARGET AT PLEASANT WOULD MAKE FOR
 JX2153'INTERVISIBILITY.  THE LINE TO TRAVERSE STATION NO. 60
 JX2153'(W.VA.GEOD.S.) IS PRESENTLY INTERVISIBLE FROM THE GROUND AT
 JX2153'BOTH STATIONS, BUT THERE IS REASON TO SUSPECT THAT THE PRESENT
 JX2153'POSITION OF STATION NO. 60 MAY NOT BE EXACTLY THE SAME AS IN
 JX2153'1944 FOR WHICH SEE THE RECOVERY NOTE OF 1960 FOR TRAV. STA.
 JX2153'NO. 60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1420 ***********************************************************************
 JW1420  DESIGNATION -  TRIMBLE
 JW1420  PID         -  JW1420
 JW1420  STATE/COUNTY-  WV/BERKELEY
 JW1420  USGS QUAD   -  INWOOD (1984)
 JW1420
 JW1420                         *CURRENT SURVEY CONTROL
 JW1420  ___________________________________________________________________
 JW1420* NAD 83(1995)-  39 19 21.82529(N)    078 07 26.01962(W)     ADJUSTED  
 JW1420* NAVD 88     -       257.23   (+/-2cm)     843.9    (feet)  VERTCON   
 JW1420  ___________________________________________________________________
 JW1420  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 JW1420  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JW1420
 JW1420  HORZ ORDER  -  SECOND
 JW1420  VERT ORDER  -  THIRD ? (See Below)
 JW1420
 JW1420.The horizontal coordinates were established by classical geodetic methods
 JW1420.and adjusted by the National Geodetic Survey in April 1998..
 JW1420
 JW1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1420.The vertical order pertains to the NGVD 29 superseded value.
 JW1420
 JW1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1420
 JW1420.The geoid height was determined by GEOID03.
 JW1420
 JW1420;                    North         East     Units Scale Factor Converg.
 JW1420;SPC WV N     -    92,245.479   718,653.639   MT  0.99995467   +0 52 39.5
 JW1420;SPC VA N     - 2,183,896.408 3,532,432.847   MT  1.00002409   +0 14 05.0
 JW1420;SPC VA N     - 7,165,000.13 11,589,323.43   sFT  1.00002409   +0 14 05.0
 JW1420;UTM  17      - 4,356,536.332   747,932.426   MT  1.00035693   +1 49 24.5
 JW1420
 JW1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1420!SPC WV N     -   0.99996497  x   0.99995467  =   0.99991964
 JW1420!SPC VA N     -   0.99996497  x   1.00002409  =   0.99998906
 JW1420!UTM  17      -   0.99996497  x   1.00035693  =   1.00032189
 JW1420
 JW1420:                Primary Azimuth Mark                     Grid Az
 JW1420:SPC WV N     -  TRIMBLE AZ MK                            075 58 08.9
 JW1420:SPC VA N     -  TRIMBLE AZ MK                            076 36 43.4
 JW1420:UTM  17      -  TRIMBLE AZ MK                            075 01 23.9
 JW1420
 JW1420|---------------------------------------------------------------------|
 JW1420| PID    Reference Object                     Distance      Geod. Az  |
 JW1420|                                                           dddmmss.s |
 JW1420| CK8135 TRIMBLE AZ MK                                      0765048.4 |
 JW1420| CK8136 TRIMBLE RM 1                         28.910 METERS 08539     |
 JW1420| JW1423 BDRY MON NR STA TRIMBLE 1935          6.100 METERS 08540     |
 JW1420| CK8137 TRIMBLE RM 2                         18.427 METERS 20109     |
 JW1420|---------------------------------------------------------------------|
 JW1420
 JW1420                          SUPERSEDED SURVEY CONTROL
 JW1420
 JW1420  NAD 83(1995)-  39 19 21.82527(N)    078 07 26.01960(W) AD(       ) 2
 JW1420  NAD 83(1995)-  39 19 21.82545(N)    078 07 26.02333(W) AD(       ) 2
 JW1420  NAD 83(1986)-  39 19 21.82589(N)    078 07 26.02789(W) AD(       ) 2
 JW1420  NAD 27      -  39 19 21.46300(N)    078 07 27.02000(W) AD(       ) 2
 JW1420  NGVD 29 (07/19/86)  257.39   (m)          844.5    (f) LEVELING    3  
 JW1420
 JW1420.Superseded values are not recommended for survey control.
 JW1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1420.See file dsdata.txt to determine how the superseded data were derived.
 JW1420
 JW1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4793256536(NAD 83)
 JW1420_MARKER: DS = TRIANGULATION STATION DISK
 JW1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1420
 JW1420  HISTORY     - Date     Condition        Report By
 JW1420  HISTORY     - 1935     MONUMENTED       CGS
 JW1420  HISTORY     - 1972     GOOD             WVUNI
 JW1420  HISTORY     - 1973     GOOD             NGS
 JW1420
 JW1420                          STATION DESCRIPTION
 JW1420
 JW1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JW1420'STATION IS LOCATED ON OR NEAR STATE LINE ON PROPERTY OF
 JW1420'ARTHUR TRIMBLE.
 JW1420'IT IS 8.2 METERS NNW OF CENTER LINE OF GRAVEL ROAD,
 JW1420'2 METERS NNW OF WIRE FENCE, 5.5
 JW1420'METERS SW OF A 20-INCH BLACK LOCUST
 JW1420'TREE, 6.1 METERS W OF STATE LINE MONUMENT.  MARK
 JW1420'PROJECTS 6 INCHES.
 JW1420'
 JW1420'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JW1420'BRONZE DISKS SET IN CONCRETE.
 JW1420'
 JW1420'REFERENCE MARK NO. 1 IS 28.91 METERS (94.85 FEET) E OF STATION
 JW1420'4 PACES SE OF
 JW1420'CENTER OF ROAD, 1-FOOT SE OF WIRE FENCE, ON EXTENDED
 JW1420'LINE FROM STATION TO STATE LINE
 JW1420'MONUMENT, AND PROJECTS 12 INCHES.
 JW1420'
 JW1420'REFERENCE MARK NO. 2 IS 18.427 METERS (60.45 FEET) SSW OF
 JW1420'STATION, 3 PACES S
 JW1420'OF CENTER OF ROAD, 1-FOOT N OF WIRE FENCE, AND
 JW1420'PROJECTS 6 INCHES.
 JW1420'
 JW1420'THE AZIMUTH MARK IS 0.4 MILE E OF STATION ON ROW OF LARGE
 JW1420'TREES AT E EDGE OF
 JW1420'FIELD, 2 FEET SW OF FENCE, 7 FEET SE OF 30-INCH
 JW1420'APPLE TREE, 5 FEET NW OF TRIPLE
 JW1420'LOCUST TREE, 0.1 MILE SE OF
 JW1420'GRAVEL ROAD AND PROJECTS 10 INCHES.
 JW1420'
 JW1420'TO REACH FROM MARTINSBURG, GO S ON U.S. HIGHWAY 11 ABOUT
 JW1420'10 MILES TO BUNKER
 JW1420'HILL, HERE TURN RIGHT ON PAVED ROAD JUST N OF
 JW1420'A BRICK CHURCH, CROSS RAILROAD JUST N
 JW1420'OF STATION AND GO W AND SW
 JW1420'2.5 MILES TO CROSSROADS, CONTINUE STRAIGHT AHEAD 1.7
 JW1420'MILES TO
 JW1420'STATE LINE AND STATION.
 JW1420'
 JW1420'A 64-FOOT TOWER WAS USED.
 JW1420
 JW1420                          STATION RECOVERY (1972)
 JW1420
 JW1420'RECOVERY NOTE BY WEST VIRGINIA UNIVERSITY 1972 (JRB)
 JW1420'TRIMBLE 1935 RECOVERED GOOD - ALL TREES CUT DOWN ALONG ROAD IN
 JW1420'VICINITY OF DISK.
 JW1420'
 JW1420'DID NOT SEARCH FOR AZIMUTH OR REFERENCE MARKS.
 JW1420'
 JW1420'DISTANCE AND DIRECTION FROM NEAREST TOWN--10.6 MILES NORTH OF
 JW1420'WINCHESTER, VA.
 JW1420
 JW1420                          STATION RECOVERY (1973)
 JW1420
 JW1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JW1420'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 JW1420'GOOD CONDITION AS DESCRIBED IN THE FORMER DESCRIPTION.  THE AZIMUTH
 JW1420'MARK WAS NOT FOUND.  IT WOULD REQUIRE A LARGE STEEL TOWER TO SEE
 JW1420'THE AREA WHERE THE AZIMUTH IS AT.  IT IS POSSIBLE THAT THE AZIMUTH
 JW1420'MARK IS STILL INTACT.  DUE TO OBSTRUCTIONS THE EXACT POINT COULD
 JW1420'NOT BE DETERMINED, THEREFORE IT WAS NOT FOUND.
 JW1420'
 JW1420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON VIRGINIA AND
 JW1420'WEST VIRGINIA LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2917 ***********************************************************************
 HX2917  DESIGNATION -  TROUT
 HX2917  PID         -  HX2917
 HX2917  STATE/COUNTY-  WV/NICHOLAS
 HX2917  USGS QUAD   -  SUMMERSVILLE (1976)
 HX2917
 HX2917                         *CURRENT SURVEY CONTROL
 HX2917  ___________________________________________________________________
 HX2917* NAD 83(1995)-  38 21 23.67832(N)    080 51 32.23577(W)     ADJUSTED  
 HX2917* NAVD 88     -       733.0    (meters)    2405.     (feet)  VERTCON   
 HX2917  ___________________________________________________________________
 HX2917  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 HX2917  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 HX2917
 HX2917  HORZ ORDER  -  THIRD
 HX2917
 HX2917.The horizontal coordinates were established by classical geodetic methods
 HX2917.and adjusted by the National Geodetic Survey in April 1998..
 HX2917
 HX2917.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2917
 HX2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2917
 HX2917.The geoid height was determined by GEOID03.
 HX2917
 HX2917;                    North         East     Units Scale Factor Converg.
 HX2917;SPC WV S     -   150,574.579   612,327.293   MT  0.99993017   +0 05 13.9
 HX2917;UTM  17      - 4,245,388.630   512,323.230   MT  0.99960187   +0 05 15.1
 HX2917
 HX2917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2917!SPC WV S     -   0.99988996  x   0.99993017  =   0.99982014
 HX2917!UTM  17      -   0.99988996  x   0.99960187  =   0.99949188
 HX2917
 HX2917|---------------------------------------------------------------------|
 HX2917| PID    Reference Object                     Distance      Geod. Az  |
 HX2917|                                                           dddmmss.s |
 HX2917| DC4887 TROUT RM 1                           19.200 METERS 09511     |
 HX2917| HX2919 LONE STAR                           APPROX. 8.8 KM 2463156.4 |
 HX2917| DC4888 TROUT RM 2                           19.580 METERS 34633     |
 HX2917|---------------------------------------------------------------------|
 HX2917
 HX2917                          SUPERSEDED SURVEY CONTROL
 HX2917
 HX2917  NAD 83(1986)-  38 21 23.68644(N)    080 51 32.24629(W) AD(       ) 3
 HX2917  NAD 27      -  38 21 23.29820(N)    080 51 32.88770(W) AD(       ) 3
 HX2917  NGVD 29 (07/19/86)  733.1    (m)         2405.     (f) VERT ANG       
 HX2917
 HX2917.Superseded values are not recommended for survey control.
 HX2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2917.See file dsdata.txt to determine how the superseded data were derived.
 HX2917
 HX2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC1232345389(NAD 83)
 HX2917_MARKER: DS = TRIANGULATION STATION DISK
 HX2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2917
 HX2917  HISTORY     - Date     Condition        Report By
 HX2917  HISTORY     - 1961     MONUMENTED       CGS
 HX2917
 HX2917                          STATION DESCRIPTION
 HX2917
 HX2917'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2917'STATION IS LOCATED ON A HIGH TIMBERED HILL ABOUT 1-1/2 MILES WEST OF
 HX2917'US HIGHWAY NO. 19
 HX2917'AND ABOUT 5 MILES NORTH OF SUMMERSVILLE.  STATION IS 68 FEET
 HX2917'WEST OF THE APPROXIMATE CENTER OF
 HX2917'LOGGING ROAD, 18 FEET SOUTHEAST OF AN 8
 HX2917'INCH OAK TREE WITH BLAZE AND 2 FEET NORTHWEST OF
 HX2917'METAL POST WITH WITNESS
 HX2917'SIGN.  STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF
 HX2917'A 12 X 12 INCH CONCRETE
 HX2917'MONUMENT THAT PROJECTS 5 INCHES FROM GROUND.  THE DISK IS
 HX2917'STAMPED TROUT 1961.
 HX2917'
 HX2917'TO REACH THE STATION FROM THE TRAFFIC LIGHT AND JUNCTION OF US
 HX2917'HIGHWAY NO. 19 AND
 HX2917'STATE HIGHWAYS NO. 39 AND 41 IN SUMMERSVILLE GO NORTH ON
 HX2917'US HIGHWAY NO. 19 FOR 2.75
 HX2917'MILES TO THE JUNCTION OF US HIGHWAY NO. 19 AND
 HX2917'STATE HIGHWAY NO. 41.  CONTINUE ON US HIGHWAY
 HX2917'NO. 19 NORTHEASTERLY FOR
 HX2917'2.85 MILES TO A SIDE ROAD LEFT AT SCHOOL BUS SHELTER, TURN LEFT
 HX2917'ON GRAVEL ROAD AND GO
 HX2917'WESTERLY FOLLOWING MAIN TRAVELED ROAD FOR 0.7 MILE TO FORK,
 HX2917'TAKE RIGHT FORK CONTINUING ON
 HX2917'MAIN TRAVELED ROAD WEST UP HILL FOR 1.1 MILES
 HX2917'TO A LOGGING ROAD LEFT.  TURN LEFT AND GO SOUTH
 HX2917'FOR 0.15 MILE TO STATION ON
 HX2917'HIGHEST PART OF HILL.
 HX2917'
 HX2917'REFERENCE MARK NO. 1 IS 22 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 HX2917'OF A LOGGING ROAD
 HX2917'AND 11.5 NORTHWEST OF A 12 INCH GUM TREE.  IT IS MARKED
 HX2917'BY A STANDARD DISK CEMENTED IN THE
 HX2917'TOP OF A 12 X 12 INCH CONCRETE MONUMENT
 HX2917'THAT PROJECTS 5 INCHES FROM GROUND AND THE DISK IS
 HX2917'STAMPED TROUT NO  1 1961.
 HX2917'
 HX2917'REFERENCE MARK NO. 2 IS 35 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 HX2917'OF A LOGGING ROAD
 HX2917'AND 24 FEET SOUTH OF AN 8 INCH OAK TREE.  IT IS MARKED
 HX2917'BY A STANDARD DISK CEMENTED IN THE
 HX2917'TOP OF A 12 X 12 INCH CONCRETE MONUMENT
 HX2917'THAT PROJECTS 7 INCHES FROM THE GROUND AND THE DISK
 HX2917'IS STAMPED TROUT NO  2 1961.
 HX2917'
 HX2917'NO SUITABLE PLACE WAS FOUND FOR AZIMUTH MARK TO BE SET AND BE VISIBLE
 HX2917'FROM THE GROUND.
 HX2917'
 HX2917'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0035 ***********************************************************************
 GX0035  DESIGNATION -  TT 17 G B
 GX0035  PID         -  GX0035
 GX0035  STATE/COUNTY-  WV/GREENBRIER
 GX0035  USGS QUAD   -  JERRYS RUN (1995)
 GX0035
 GX0035                         *CURRENT SURVEY CONTROL
 GX0035  ___________________________________________________________________
 GX0035* NAD 83(1986)-  37 46 54.     (N)    080 14 03.     (W)     SCALED    
 GX0035* NAVD 88     -       683.919  (meters)    2243.82   (feet)  ADJUSTED  
 GX0035  ___________________________________________________________________
 GX0035  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GX0035  DYNAMIC HT  -         683.337 (meters)    2241.91  (feet)  COMP
 GX0035  MODELED GRAV-     979,756.5   (mgal)                       NAVD 88
 GX0035
 GX0035  VERT ORDER  -  FIRST     CLASS II
 GX0035
 GX0035.The horizontal coordinates were scaled from a topographic map and have
 GX0035.an estimated accuracy of +/- 6 seconds.
 GX0035
 GX0035.The orthometric height was determined by differential leveling
 GX0035.and adjusted by the National Geodetic Survey in June 1991..
 GX0035
 GX0035.The geoid height was determined by GEOID03.
 GX0035
 GX0035.The dynamic height is computed by dividing the NAVD 88
 GX0035.geopotential number by the normal gravity value computed on the
 GX0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0035.degrees latitude (g = 980.6199 gals.).
 GX0035
 GX0035.The modeled gravity was interpolated from observed gravity values.
 GX0035
 GX0035;                    North         East    Units  Estimated Accuracy
 GX0035;SPC WV S     -    87,030.      667,460.      MT  (+/- 180 meters Scaled)
 GX0035
 GX0035                          SUPERSEDED SURVEY CONTROL
 GX0035
 GX0035  NGVD 29 (??/??/92)  684.060  (m)         2244.29   (f) ADJ UNCH    1 2
 GX0035
 GX0035.Superseded values are not recommended for survey control.
 GX0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0035.See file dsdata.txt to determine how the superseded data were derived.
 GX0035
 GX0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB674818(NAD 83)
 GX0035_MARKER: DD = SURVEY DISK
 GX0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0035_STAMPING: TT 17 G B 1944
 GX0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0035+STABILITY: SURFACE MOTION
 GX0035
 GX0035  HISTORY     - Date     Condition        Report By
 GX0035  HISTORY     - 1944     MONUMENTED       USGS
 GX0035  HISTORY     - 1958     GOOD             NGS
 GX0035
 GX0035                          STATION DESCRIPTION
 GX0035
 GX0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0035'2.9 MI N FROM ALLEGHANY.
 GX0035'IN WEST VIRGINIA, ABOUT 2.9 MILES NORTH ALONG STATE HIGHWAY 311
 GX0035'FROM THE CHESAPEAKE AND OHIO RAILWAY STATION AT ALLEGHANY,
 GX0035'VIRGINIA, 0.5 MILE NORTH OF THE VIRGINIA-WEST VIRGINIA STATE
 GX0035'LINE, 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE
 GX0035'VIRGINIA-WEST VIRGINIA STATE LINE, AT THE JUNCTION OF U.S. HIGHWAY
 GX0035'60, 43 FEET NORTH OF THE CENTER LINE OF HIGHWAY 60, ABOUT
 GX0035'IN LINE WITH THE EXTENDED CENTER LINE OF STATE HIGHWAY 311, 20
 GX0035'FEET SOUTHEAST OF TELEPHONE POLE 8620, 3 FEET ABOVE THE LEVEL OF
 GX0035'HIGHWAY 60, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 GX0035'INCHES.  NOTE-- THIS MARK CAN BE REACHED BY GOING 4.1 MILES
 GX0035'NORTHEAST AND SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 GX0035'AT WHITE SULPHUR SPRINGS, GREENBRIER COUNTY, WEST VIRGINIA.
 GX0035'NOTE-- SLANTING DISK, ROD HELD ON LETTERS EOL OF GEOLOGICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1329 ***********************************************************************
 JW1329  DESIGNATION -  TT 40 USGS 1956
 JW1329  PID         -  JW1329
 JW1329  STATE/COUNTY-  WV/BARBOUR
 JW1329  USGS QUAD   -  BELINGTON (1976)
 JW1329
 JW1329                         *CURRENT SURVEY CONTROL
 JW1329  ___________________________________________________________________
 JW1329* NAD 83(1995)-  39 06 52.29959(N)    079 52 40.23181(W)     ADJUSTED  
 JW1329* NAVD 88     -       622.     (meters)    2041.     (feet)  SCALED    
 JW1329  ___________________________________________________________________
 JW1329  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 JW1329  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JW1329
 JW1329  HORZ ORDER  -  SECOND
 JW1329
 JW1329.The horizontal coordinates were established by classical geodetic methods
 JW1329.and adjusted by the National Geodetic Survey in April 1998..
 JW1329
 JW1329.The orthometric height was scaled from a topographic map.
 JW1329
 JW1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1329
 JW1329.The geoid height was determined by GEOID03.
 JW1329
 JW1329;                    North         East     Units Scale Factor Converg.
 JW1329;SPC WV N     -    68,291.734   567,322.463   MT  0.99998032   -0 14 27.5
 JW1329;SPC WV S     -   235,291.408   697,054.798   MT  1.00005746   +0 41 37.4
 JW1329;UTM  17      - 4,330,085.355   597,014.052   MT  0.99971589   +0 42 28.8
 JW1329
 JW1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1329!SPC WV N     -   0.99990737  x   0.99998032  =   0.99988769
 JW1329!SPC WV S     -   0.99990737  x   1.00005746  =   0.99996483
 JW1329!UTM  17      -   0.99990737  x   0.99971589  =   0.99962329
 JW1329
 JW1329                          SUPERSEDED SURVEY CONTROL
 JW1329
 JW1329  NAD 83(1986)-  39 06 52.30556(N)    079 52 40.24553(W) AD(       ) 2
 JW1329  NAD 27      -  39 06 51.93780(N)    079 52 40.97360(W) AD(       ) 2
 JW1329
 JW1329.Superseded values are not recommended for survey control.
 JW1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1329.See file dsdata.txt to determine how the superseded data were derived.
 JW1329
 JW1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9701430085(NAD 83)
 JW1329_MARKER: DD = SURVEY DISK
 JW1329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JW1329_SP_SET: METAL PIPE IMBEDDED IN GROUND
 JW1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1329
 JW1329  HISTORY     - Date     Condition        Report By
 JW1329  HISTORY     - 1956     MONUMENTED       USGS
 JW1329
 JW1329                          STATION DESCRIPTION
 JW1329
 JW1329'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WRH)
 JW1329'THE STATION IS LOCATED ABOUT 7 MILES NORTH NORTHEAST OF
 JW1329'BELINGTON, 1-3/4
 JW1329'MILE EAST OF MEADOWVILLE, 1/4 MILE SOUTH OF THE PLEASANT HILL SCHOOL
 JW1329'ON THE SUMMIT OF A BARE HILL.
 JW1329'
 JW1329'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 250 AND STATE
 JW1329'HIGHWAY 92 AT THE NORTH EDGE
 JW1329'OF BELINGTON, GO NORTH ON STATE HIGHWAY 92 FOR 7.3 MILES TO A PAVED
 JW1329'CROSSROAD AT MEADOWVILLE.  TURN
 JW1329'RIGHT AND GO EAST AS PER SIGN TO KIRT, ON A PAVED ROAD
 JW1329'FOR 0.9 MILE TO A BOARD GATE AND THE AZIMUTH MARK
 JW1329'ON THE RIGHT, 0.05 MILE AFTER PASSING
 JW1329'A FARM HOUSE ON THE LEFT.  CONTINUE EASTERLY FOR 1.0 MILE TO THE
 JW1329'PLESANT HILL SCHOOL ON THE RIGHT
 JW1329'AND THE END OF TRUCK TRAVEL.  PASS THROUGH A GATE JUST EAST OF THE
 JW1329'SCHOOL HOUSE AND PACK SOUTHERLY FOR
 JW1329'0.3 MILE TO THE TOP OF A BARE HILL AND THE STATION.
 JW1329'THIS IS ABOUT A 15 MINUTE PACK.
 JW1329'
 JW1329'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
 JW1329'THE MARK IS A STANDARD BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK
 JW1329'STAMPED TT 40 RJH 1956,
 JW1329'CEMENTED IN THE TOP OF A 4 INCH CAST IRON PIPE PROJECTING ABOUT 4
 JW1329'INCHES.  IT IS 29.270 FEET, 8.922
 JW1329'METERS SOUTH SOUTHWEST OF TRIANGULATION STATION KIRT.  THE
 JW1329'CENTER OF THE MARK WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1903 ***********************************************************************
 JX1903  DESIGNATION -  TT 41 RJH USGS 1956
 JX1903  PID         -  JX1903
 JX1903  STATE/COUNTY-  WV/BARBOUR
 JX1903  USGS QUAD   -  PHILIPPI (1977)
 JX1903
 JX1903                         *CURRENT SURVEY CONTROL
 JX1903  ___________________________________________________________________
 JX1903* NAD 83(1995)-  39 07 58.15179(N)    080 00 18.99187(W)     ADJUSTED  
 JX1903* NAVD 88     -       616.     (meters)    2021.     (feet)  SCALED    
 JX1903  ___________________________________________________________________
 JX1903  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 JX1903  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JX1903
 JX1903  HORZ ORDER  -  SECOND
 JX1903
 JX1903.The horizontal coordinates were established by classical geodetic methods
 JX1903.and adjusted by the National Geodetic Survey in April 1998..
 JX1903
 JX1903.The orthometric height was scaled from a topographic map.
 JX1903
 JX1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1903
 JX1903.The geoid height was determined by GEOID03.
 JX1903
 JX1903;                    North         East     Units Scale Factor Converg.
 JX1903;SPC WV N     -    70,376.598   556,312.960   MT  0.99997754   -0 19 20.1
 JX1903;UTM  17      - 4,331,986.962   585,974.557   MT  0.99969101   +0 37 40.2
 JX1903
 JX1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1903!SPC WV N     -   0.99990836  x   0.99997754  =   0.99988591
 JX1903!UTM  17      -   0.99990836  x   0.99969101  =   0.99959940
 JX1903
 JX1903                          SUPERSEDED SURVEY CONTROL
 JX1903
 JX1903  NAD 83(1986)-  39 07 58.15705(N)    080 00 19.00521(W) AD(       ) 2
 JX1903  NAD 27      -  39 07 57.79780(N)    080 00 19.71570(W) AD(       ) 2
 JX1903
 JX1903.Superseded values are not recommended for survey control.
 JX1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1903.See file dsdata.txt to determine how the superseded data were derived.
 JX1903
 JX1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8597531987(NAD 83)
 JX1903_MARKER: DB = BENCH MARK DISK
 JX1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1903_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1903+STABILITY: SURFACE MOTION
 JX1903
 JX1903  HISTORY     - Date     Condition        Report By
 JX1903  HISTORY     - 1956     MONUMENTED       USGS
 JX1903
 JX1903                          STATION DESCRIPTION
 JX1903
 JX1903'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WRH)
 JX1903'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF BELINGTON,
 JX1903'2-1/4 MILES
 JX1903'SOUTHEAST OF PHILIPPI, 1/4 MILE NORTHEAST OF THE JUNCTION OF U.S.
 JX1903'HIGHWAY 250 AND A PAVED ROAD LEADING
 JX1903'TO NESTORVILLE.
 JX1903'
 JX1903'THE MARK IS A STANDARD BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK
 JX1903'STAMPED TT 41 RJH 1956, SET IN
 JX1903'THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4
 JX1903'INCHES.  IT IS 9.927 FEET, 3.025
 JX1903'METERS SOUTHWEST OF TRIANGULATION STATION BONICA.  THE CENTER OF
 JX1903'THE MARK WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0021 ***********************************************************************
 GY0021  DESIGNATION -  TT 60 TWC
 GY0021  PID         -  GY0021
 GY0021  STATE/COUNTY-  WV/WAYNE
 GY0021  USGS QUAD   -  WEBB (1989)
 GY0021
 GY0021                         *CURRENT SURVEY CONTROL
 GY0021  ___________________________________________________________________
 GY0021* NAD 83(1986)-  37 55 32.     (N)    082 28 44.     (W)     SCALED    
 GY0021* NAVD 88     -       185.596  (meters)     608.91   (feet)  ADJUSTED  
 GY0021  ___________________________________________________________________
 GY0021  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 GY0021  DYNAMIC HT  -         185.461 (meters)     608.47  (feet)  COMP
 GY0021  MODELED GRAV-     979,897.9   (mgal)                       NAVD 88
 GY0021
 GY0021  VERT ORDER  -  SECOND    CLASS 0
 GY0021
 GY0021.The horizontal coordinates were scaled from a topographic map and have
 GY0021.an estimated accuracy of +/- 6 seconds.
 GY0021
 GY0021.The orthometric height was determined by differential leveling
 GY0021.and adjusted by the National Geodetic Survey in June 1991..
 GY0021
 GY0021.The geoid height was determined by GEOID03.
 GY0021
 GY0021.The dynamic height is computed by dividing the NAVD 88
 GY0021.geopotential number by the normal gravity value computed on the
 GY0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0021.degrees latitude (g = 980.6199 gals.).
 GY0021
 GY0021.The modeled gravity was interpolated from observed gravity values.
 GY0021
 GY0021;                    North         East    Units  Estimated Accuracy
 GY0021;SPC WV S     -   103,760.      469,990.      MT  (+/- 180 meters Scaled)
 GY0021
 GY0021                          SUPERSEDED SURVEY CONTROL
 GY0021
 GY0021  NGVD 29 (??/??/92)  185.816  (m)          609.63   (f) ADJ UNCH    2 0
 GY0021
 GY0021.Superseded values are not recommended for survey control.
 GY0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0021.See file dsdata.txt to determine how the superseded data were derived.
 GY0021
 GY0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB700985(NAD 83)
 GY0021_MARKER: DB = BENCH MARK DISK
 GY0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0021_SP_SET: CURBING
 GY0021_STAMPING: TT 60 TWC 1951
 GY0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0021
 GY0021  HISTORY     - Date     Condition        Report By
 GY0021  HISTORY     - 1951     MONUMENTED       USGS
 GY0021  HISTORY     - 1952     GOOD             NGS
 GY0021
 GY0021                          STATION DESCRIPTION
 GY0021
 GY0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY0021'2.6 MI N FROM CRUM.
 GY0021'ABOUT 2.6 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0021'STATION AT CRUM, ABOUT 0.1 MILE SOUTH OF STATION AT TRIPP,
 GY0021'ABOUT 0.1 MILE SOUTH OF MILE POST NA 14, SET IN THE TOP OF THE
 GY0021'SOUTH END OF THE WEST CONCRETE CURBING OF WEST TUNNEL WALL OF
 GY0021'THE TUNNEL FOR THE SOUTH BOUND TRACK, 2.8 FEET WEST OF WEST
 GY0021'RAIL, 3 FEET SOUTHEAST OF SOUTHEAST CORNER OF WEST TUNNEL WALL
 GY0021'AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0068 ***********************************************************************
 GY0068  DESIGNATION -  TT 68 TWC
 GY0068  PID         -  GY0068
 GY0068  STATE/COUNTY-  WV/MINGO
 GY0068  USGS QUAD   -  WILLIAMSON (1992)
 GY0068
 GY0068                         *CURRENT SURVEY CONTROL
 GY0068  ___________________________________________________________________
 GY0068* NAD 83(1986)-  37 44 24.     (N)    082 19 52.     (W)     SCALED    
 GY0068* NAVD 88     -       199.155  (meters)     653.39   (feet)  ADJUSTED  
 GY0068  ___________________________________________________________________
 GY0068  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GY0068  DYNAMIC HT  -         199.009 (meters)     652.92  (feet)  COMP
 GY0068  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 GY0068
 GY0068  VERT ORDER  -  SECOND    CLASS 0
 GY0068
 GY0068.The horizontal coordinates were scaled from a topographic map and have
 GY0068.an estimated accuracy of +/- 6 seconds.
 GY0068
 GY0068.The orthometric height was determined by differential leveling
 GY0068.and adjusted by the National Geodetic Survey in June 1991..
 GY0068
 GY0068.The geoid height was determined by GEOID03.
 GY0068
 GY0068.The dynamic height is computed by dividing the NAVD 88
 GY0068.geopotential number by the normal gravity value computed on the
 GY0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0068.degrees latitude (g = 980.6199 gals.).
 GY0068
 GY0068.The modeled gravity was interpolated from observed gravity values.
 GY0068
 GY0068;                    North         East    Units  Estimated Accuracy
 GY0068;SPC WV S     -    82,970.      482,680.      MT  (+/- 180 meters Scaled)
 GY0068
 GY0068                          SUPERSEDED SURVEY CONTROL
 GY0068
 GY0068  NGVD 29 (??/??/92)  199.379  (m)          654.13   (f) ADJ UNCH    2 0
 GY0068
 GY0068.Superseded values are not recommended for survey control.
 GY0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0068.See file dsdata.txt to determine how the superseded data were derived.
 GY0068
 GY0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB827778(NAD 83)
 GY0068_MARKER: DD = SURVEY DISK
 GY0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0068_STAMPING: TT 68 TWC 1951 654.129
 GY0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0068+STABILITY: SURFACE MOTION
 GY0068
 GY0068  HISTORY     - Date     Condition        Report By
 GY0068  HISTORY     - 1951     MONUMENTED       USGS
 GY0068  HISTORY     - 1956     GOOD             NGS
 GY0068
 GY0068                          STATION DESCRIPTION
 GY0068
 GY0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0068'AT NOLAN.
 GY0068'AT NOLAN, ALONG THE NORFOLK AND WESTERN RAILROAD, 33.5 FEET
 GY0068'NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK, 17 FEET SOUTHWEST
 GY0068'OF THE SOUTHWEST RAIL OF THE SOUTHEAST BOUND TRACKS, 4.3 FEET
 GY0068'NORTHWEST OF NORTH CORNER OF STATION, 3.5 FEET SOUTHEAST OF A
 GY0068'TELEPHONE POLE, IN THE TOP OF A CONCRETE POST, ABOUT LEVEL WITH
 GY0068'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1212 ***********************************************************************
 JX1212  DESIGNATION -  TUCKER
 JX1212  PID         -  JX1212
 JX1212  STATE/COUNTY-  WV/WIRT
 JX1212  USGS QUAD   -  ROCKPORT (1975)
 JX1212
 JX1212                         *CURRENT SURVEY CONTROL
 JX1212  ___________________________________________________________________
 JX1212* NAD 83(1995)-  39 01 33.91289(N)    081 31 42.90616(W)     ADJUSTED  
 JX1212* NAVD 88     -       362.877  (meters)    1190.54   (feet)  ADJUSTED  
 JX1212  ___________________________________________________________________
 JX1212  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 JX1212  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JX1212  DYNAMIC HT  -         362.648 (meters)    1189.79  (feet)  COMP
 JX1212  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 JX1212
 JX1212  HORZ ORDER  -  FIRST
 JX1212  VERT ORDER  -  SECOND    CLASS 0
 JX1212
 JX1212.The horizontal coordinates were established by classical geodetic methods
 JX1212.and adjusted by the National Geodetic Survey in April 1998..
 JX1212
 JX1212.The orthometric height was determined by differential leveling
 JX1212.and adjusted by the National Geodetic Survey in June 1991..
 JX1212
 JX1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1212
 JX1212.The geoid height was determined by GEOID03.
 JX1212
 JX1212.The dynamic height is computed by dividing the NAVD 88
 JX1212.geopotential number by the normal gravity value computed on the
 JX1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1212.degrees latitude (g = 980.6199 gals.).
 JX1212
 JX1212.The modeled gravity was interpolated from observed gravity values.
 JX1212
 JX1212;                    North         East     Units Scale Factor Converg.
 JX1212;SPC WV N     -    60,387.943   424,351.295   MT  0.99999517   -1 17 37.6
 JX1212;SPC WV S     -   225,015.525   554,226.110   MT  1.00003354   -0 19 36.4
 JX1212;UTM  17      - 4,319,804.380   454,245.570   MT  0.99962578   -0 19 58.2
 JX1212
 JX1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1212!SPC WV N     -   0.99994840  x   0.99999517  =   0.99994357
 JX1212!SPC WV S     -   0.99994840  x   1.00003354  =   0.99998194
 JX1212!UTM  17      -   0.99994840  x   0.99962578  =   0.99957420
 JX1212
 JX1212|---------------------------------------------------------------------|
 JX1212| PID    Reference Object                     Distance      Geod. Az  |
 JX1212|                                                           dddmmss.s |
 JX1212| JX1213 TUCKER RM 1                           7.696 METERS 01426     |
 JX1212| CD2217 TUCKER AZ MK                                       0372555.5 |
 JX1212| JX2137 ROSE HILL ME CHURCH TOWER           APPROX. 9.5 KM 0483931.9 |
 JX1212| JX2139 GRANDVIEW CH OF CHRIST TOWER        APPROX. 9.7 KM 0523747.7 |
 JX1212| JX1211 WINDY                                 1.390 METERS 24350     |
 JX1212|---------------------------------------------------------------------|
 JX1212
 JX1212                          SUPERSEDED SURVEY CONTROL
 JX1212
 JX1212  NAD 83(1995)-  39 01 33.91780(N)    081 31 42.91173(W) AD(       ) 1
 JX1212  NAD 83(1986)-  39 01 33.91787(N)    081 31 42.91174(W) AD(       ) 1
 JX1212  NAD 27      -  39 01 33.62800(N)    081 31 43.47200(W) AD(       ) 1
 JX1212  NGVD 29 (??/??/92)  363.053  (m)         1191.12   (f) ADJ UNCH    2 0
 JX1212
 JX1212.Superseded values are not recommended for survey control.
 JX1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1212.See file dsdata.txt to determine how the superseded data were derived.
 JX1212
 JX1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5424619804(NAD 83)
 JX1212_MARKER: DS = TRIANGULATION STATION DISK
 JX1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1212_STAMPING: TUCKER 1944
 JX1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1212+STABILITY: SURFACE MOTION
 JX1212
 JX1212  HISTORY     - Date     Condition        Report By
 JX1212  HISTORY     - 1944     MONUMENTED       CGS
 JX1212  HISTORY     - 1956     GOOD             NGS
 JX1212  HISTORY     - 1974     GOOD             THOMAS
 JX1212  HISTORY     - 1980     GOOD             THOMAS
 JX1212  HISTORY     - 1982     GOOD             NGS
 JX1212
 JX1212                          STATION DESCRIPTION
 JX1212
 JX1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1212'STATION IS LOCATED APPROXIMATELY
 JX1212'7 MILES WSW OF
 JX1212'ELIZABETH, 2 MILES E OF U.S. HIGHWAY 21,
 JX1212'AND 0.1 MILE S OF WINDY POST
 JX1212'OFFICE.  IT IS ON LAND OWNED BY MR.
 JX1212'G.W. BOICE.  THE MARK IS ON THE HIGHEST PART OF
 JX1212'A BARE CONICAL
 JX1212'HILL APPROXIMATELY 500 FEET S OF A LARGE BARN.
 JX1212'
 JX1212'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 JX1212'STAMPED TUCKER
 JX1212'1944.
 JX1212'
 JX1212'REFERENCE MARK 1 IS ON THE N SLOPE OF THE HILL AND IS 6 FEET
 JX1212'LOWER IN ELEVATION
 JX1212'THAN THE STATION MARK.  IT IS A BRONZE REFERENCE
 JX1212'DISK SET IN OUTCROPPING BEDROCK AND
 JX1212'IS STAMPED TUCKER NO 1
 JX1212'1944.
 JX1212'
 JX1212'WINDY (U.S.G.S.) IS A BRONZE U.S. GIOLOGICAL SURVEY BENCH MARK
 JX1212'DISK SET IN A
 JX1212'CONCRETE POST.  IT IS STAMPED WEST VIRGINIA
 JX1212'AND PROJECTS ABOUT 6 INCHES.
 JX1212'
 JX1212'AZIMUTH MARK IS 50 FEET N OF A LONE WALNUT TREE, 12 FEET W
 JX1212'OF THE CENTER LINE
 JX1212'OF A DIRT ROAD, AND 3 FEET SW OF A WITNESS
 JX1212'POST.  IT IS STAMPED TUCKER 1944.
 JX1212'
 JX1212'TO REACH THE STATION FROM THE HIGHWAY JUNCTION IN ELIZABETH,
 JX1212'GO NW ON STATE
 JX1212'HIGHWAY 14 FOR 0.75 MILE TO A SURFACED T-ROAD ON
 JX1212'THE LEFT, TURN LEFT AND GO FOR
 JX1212'6.2 MILES TO A T-ROAD LEFT AND A
 JX1212'HOUSE ON THE RIGHT, TURN LEFT AND GO 0.4 MILE TO
 JX1212'A FROK, TAKE
 JX1212'RIGHT FORK AND GO 2.0 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO
 JX1212'1.3 MILES TO
 JX1212'AZIMUTH MARK ON RIGHT.  CONTINUE STRAIGHT AHEAD FOR
 JX1212'0.2 MILE TO WINDY POST OFFICE
 JX1212'ON THE LEFT, TURN LEFT ON A TRACK
 JX1212'ROAD ALONG THE W SIDE OF THE POST OFFICE AND GO
 JX1212'0.05 MILE TO A
 JX1212'GATE, PASS THROUGH THE GATE AND CONTINUE UP STEEP HILL FOR 0.1
 JX1212'MILE TO THE
 JX1212'HIGHEST PART OF THE HILL AND THE STATION.
 JX1212'
 JX1212'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JX1212
 JX1212                          STATION RECOVERY (1956)
 JX1212
 JX1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 JX1212'0.2 MI S FROM WINDY.
 JX1212'0.15 MILE SOUTH ALONG A FOOT TRAIL FROM THE POST OFFICE AND STORE
 JX1212'AT WINDY, ON THE TOP OF HIGHEST HILL IN THIS VICINITY, 26 FEET
 JX1212'SOUTH OF RM NO. 1, 4.55 FEET NORTH-NORTHEAST OF BENCH MARK
 JX1212'WINDY (U.S.G.S.), ABOUT LEVEL WITH TOP OF HILL AND SET IN THE
 JX1212'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JX1212
 JX1212                          STATION RECOVERY (1974)
 JX1212
 JX1212'RECOVERY NOTE BY THOMAS ENG AND SURV 1974 (LCC)
 JX1212'TUCKER 1944 RECOVERED GOOD AS DESCRIBED.
 JX1212'
 JX1212'RM 1 RECOVERED GOOD AS DESCRIBED.
 JX1212'
 JX1212'AK. MK. NOT FOUND.
 JX1212'
 JX1212'WINDY USGS RECOVERED GOOD AS DESCRIBED.
 JX1212'
 JX1212'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES WSW OF
 JX1212'ELIZABETH.
 JX1212
 JX1212                          STATION RECOVERY (1980)
 JX1212
 JX1212'RECOVERY NOTE BY THOMAS ENG AND SURV 1980 (NCM)
 JX1212'STATION MARK TUCKER UNDISTURBED.
 JX1212'
 JX1212'BM WINDY (U.S.G.S) UNDISTURBED.
 JX1212'
 JX1212'REFERENCE MARK 1 NOT SEARCHED FOR.
 JX1212'
 JX1212'AZIMUTH MARK NOT SEARCHED FOR.
 JX1212'
 JX1212'G.W. BOICE, DECEASED.  CONTACT SON.
 JX1212'HILL IS NOW COVERED WITH 30 FOOT HIGH TIMBER AND BRUSH.
 JX1212'
 JX1212'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES WSW OF
 JX1212'ELIZABETH.
 JX1212
 JX1212                          STATION RECOVERY (1982)
 JX1212
 JX1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JX1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1214 ***********************************************************************
 JX1214  DESIGNATION -  TUCKER AZ
 JX1214  PID         -  JX1214
 JX1214  STATE/COUNTY-  WV/WIRT
 JX1214  USGS QUAD   -  ROCKPORT (1975)
 JX1214
 JX1214                         *CURRENT SURVEY CONTROL
 JX1214  ___________________________________________________________________
 JX1214* NAD 83(1986)-  39 01 47.     (N)    081 31 30.     (W)     SCALED    
 JX1214* NAVD 88     -       321.234  (meters)    1053.92   (feet)  ADJUSTED  
 JX1214  ___________________________________________________________________
 JX1214  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JX1214  DYNAMIC HT  -         321.031 (meters)    1053.25  (feet)  COMP
 JX1214  MODELED GRAV-     979,985.1   (mgal)                       NAVD 88
 JX1214
 JX1214  VERT ORDER  -  SECOND    CLASS 0
 JX1214
 JX1214.The horizontal coordinates were scaled from a topographic map and have
 JX1214.an estimated accuracy of +/- 6 seconds.
 JX1214
 JX1214.The orthometric height was determined by differential leveling
 JX1214.and adjusted by the National Geodetic Survey in June 1991..
 JX1214
 JX1214.The geoid height was determined by GEOID03.
 JX1214
 JX1214.The dynamic height is computed by dividing the NAVD 88
 JX1214.geopotential number by the normal gravity value computed on the
 JX1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1214.degrees latitude (g = 980.6199 gals.).
 JX1214
 JX1214.The modeled gravity was interpolated from observed gravity values.
 JX1214
 JX1214;                    North         East    Units  Estimated Accuracy
 JX1214;SPC WV N     -    60,780.      424,670.      MT  (+/- 180 meters Scaled)
 JX1214
 JX1214                          SUPERSEDED SURVEY CONTROL
 JX1214
 JX1214  NGVD 29 (??/??/92)  321.411  (m)         1054.50   (f) ADJ UNCH    2 0
 JX1214
 JX1214.Superseded values are not recommended for survey control.
 JX1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1214.See file dsdata.txt to determine how the superseded data were derived.
 JX1214
 JX1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD545202(NAD 83)
 JX1214_MARKER: DZ = AZIMUTH MARK DISK
 JX1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1214_STAMPING: TUCKER 1944
 JX1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1214+STABILITY: SURFACE MOTION
 JX1214
 JX1214  HISTORY     - Date     Condition        Report By
 JX1214  HISTORY     - 1944     MONUMENTED       CGS
 JX1214  HISTORY     - 1956     GOOD             NGS
 JX1214  HISTORY     - 1982     GOOD             NGS
 JX1214
 JX1214                          STATION DESCRIPTION
 JX1214
 JX1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1214'0.2 MI NE FROM WINDY.
 JX1214'0.25 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 JX1214'AND ROAD JUNCTION AT WINDY, ABOUT 42 YARDS NORTH OF A POWER
 JX1214'LINE CROSSING, 11 FEET WEST OF CENTER LINE OF GRAVEL ROAD
 JX1214'AND ON THE OUTSIDE OF A CURVE, 1 1/2 FEET EAST OF A FENCE
 JX1214'LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JX1214'1/2 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 JX1214'POST ABOUT 3 INCHES UNDERGROUND.
 JX1214
 JX1214                          STATION RECOVERY (1982)
 JX1214
 JX1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JX1214'MARK IS 38.2 METERS (125.3 FT) NORTHEAST FROM A POWERLINE POLE
 JX1214'NUMBERED P 1633, 36.9 METERS (121.0 FT) SOUTHWEST FROM A TELEPHONE
 JX1214'CABLE MARKER POLE NUMBERED 500-22 AND 3.7 METERS (12 FT) WEST FROM
 JX1214'THE CENTER OF COUNTY ROAD 20-4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1213 ***********************************************************************
 JX1213  DESIGNATION -  TUCKER RM 1
 JX1213  PID         -  JX1213
 JX1213  STATE/COUNTY-  WV/WIRT
 JX1213  USGS QUAD   -  ROCKPORT (1975)
 JX1213
 JX1213                         *CURRENT SURVEY CONTROL
 JX1213  ___________________________________________________________________
 JX1213* NAD 83(1986)-  39 01 33.     (N)    081 31 42.     (W)     SCALED    
 JX1213* NAVD 88     -       361.201  (meters)    1185.04   (feet)  ADJUSTED  
 JX1213  ___________________________________________________________________
 JX1213  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JX1213  DYNAMIC HT  -         360.973 (meters)    1184.29  (feet)  COMP
 JX1213  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 JX1213
 JX1213  VERT ORDER  -  SECOND    CLASS 0
 JX1213
 JX1213.The horizontal coordinates were scaled from a topographic map and have
 JX1213.an estimated accuracy of +/- 6 seconds.
 JX1213
 JX1213.The orthometric height was determined by differential leveling
 JX1213.and adjusted by the National Geodetic Survey in June 1991..
 JX1213
 JX1213.The geoid height was determined by GEOID03.
 JX1213
 JX1213.The dynamic height is computed by dividing the NAVD 88
 JX1213.geopotential number by the normal gravity value computed on the
 JX1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1213.degrees latitude (g = 980.6199 gals.).
 JX1213
 JX1213.The modeled gravity was interpolated from observed gravity values.
 JX1213
 JX1213;                    North         East    Units  Estimated Accuracy
 JX1213;SPC WV N     -    60,360.      424,370.      MT  (+/- 180 meters Scaled)
 JX1213
 JX1213                          SUPERSEDED SURVEY CONTROL
 JX1213
 JX1213  NGVD 29 (??/??/92)  361.378  (m)         1185.62   (f) ADJ UNCH    2 0
 JX1213
 JX1213.Superseded values are not recommended for survey control.
 JX1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1213.See file dsdata.txt to determine how the superseded data were derived.
 JX1213
 JX1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD542197(NAD 83)
 JX1213_MARKER: DR = REFERENCE MARK DISK
 JX1213_SETTING: 66 = SET IN ROCK OUTCROP
 JX1213_SP_SET: ROCK OUTCROP
 JX1213_STAMPING: TUCKER NO 1 1944
 JX1213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1213+STABILITY: POSITION/ELEVATION WELL
 JX1213
 JX1213  HISTORY     - Date     Condition        Report By
 JX1213  HISTORY     - 1944     MONUMENTED       CGS
 JX1213  HISTORY     - 1956     GOOD             NGS
 JX1213  HISTORY     - 1982     GOOD             NGS
 JX1213
 JX1213                          STATION DESCRIPTION
 JX1213
 JX1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1213'0.2 MI S FROM WINDY.
 JX1213'0.15 MILE SOUTH ALONG A FOOT TRAIL FROM THE POST OFFICE AND STORE
 JX1213'AT WINDY, AT THE TOP AND ON THE NORTH SLOPE OF THE HIGHEST
 JX1213'HILL IN THIS VICINITY 26 FEET NORTH OF THE STATION MARK, ABOUT
 JX1213'5 1/2 FEET BELOW THE TOP OF HILL AND IS A DISK SET IN THE TOP
 JX1213'OF A ROCK OUTCROP.
 JX1213
 JX1213                          STATION RECOVERY (1982)
 JX1213
 JX1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JX1213'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2268 ***********************************************************************
 HY2268  DESIGNATION -  TURKEY
 HY2268  PID         -  HY2268
 HY2268  STATE/COUNTY-  WV/WAYNE
 HY2268  USGS QUAD   -  NESTLOW (1975)
 HY2268
 HY2268                         *CURRENT SURVEY CONTROL
 HY2268  ___________________________________________________________________
 HY2268* NAD 83(1995)-  38 11 27.53457(N)    082 18 29.92658(W)     ADJUSTED  
 HY2268* NAVD 88     -       386.9    (meters)    1269.     (feet)  VERTCON   
 HY2268  ___________________________________________________________________
 HY2268  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 HY2268  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY2268
 HY2268  HORZ ORDER  -  SECOND
 HY2268
 HY2268.The horizontal coordinates were established by classical geodetic methods
 HY2268.and adjusted by the National Geodetic Survey in April 1998..
 HY2268
 HY2268.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2268
 HY2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2268
 HY2268.The geoid height was determined by GEOID03.
 HY2268
 HY2268;                    North         East     Units Scale Factor Converg.
 HY2268;SPC WV S     -   132,994.038   485,398.629   MT  0.99992568   -0 48 31.7
 HY2268;UTM  17      - 4,227,814.034   385,429.782   MT  0.99976166   -0 48 32.4
 HY2268
 HY2268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2268!SPC WV S     -   0.99994446  x   0.99992568  =   0.99987014
 HY2268!UTM  17      -   0.99994446  x   0.99976166  =   0.99970613
 HY2268
 HY2268|---------------------------------------------------------------------|
 HY2268| PID    Reference Object                     Distance      Geod. Az  |
 HY2268|                                                           dddmmss.s |
 HY2268| HY2267 TURKEY 2 USGS 1957                    3.077 METERS 03838     |
 HY2268| DC2633 TURKEY AZ MK                                       1141118.3 |
 HY2268| DC2634 TURKEY RM 1                          24.082 METERS 14945     |
 HY2268| DC2635 TURKEY RM 2                           7.823 METERS 27406     |
 HY2268|---------------------------------------------------------------------|
 HY2268
 HY2268                          SUPERSEDED SURVEY CONTROL
 HY2268
 HY2268  NAD 83(1995)-  38 11 27.53627(N)    082 18 29.92739(W) AD(       ) 2
 HY2268  NAD 83(1986)-  38 11 27.54121(N)    082 18 29.93072(W) AD(       ) 2
 HY2268  NAD 27      -  38 11 27.22610(N)    082 18 30.40370(W) AD(       ) 2
 HY2268  NGVD 29 (07/19/86)  387.1    (m)         1270.     (f) VERT ANG       
 HY2268
 HY2268.Superseded values are not recommended for survey control.
 HY2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2268.See file dsdata.txt to determine how the superseded data were derived.
 HY2268
 HY2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC8543027814(NAD 83)
 HY2268_MARKER: DS = TRIANGULATION STATION DISK
 HY2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2268
 HY2268  HISTORY     - Date     Condition        Report By
 HY2268  HISTORY     - 1957     MONUMENTED       CGS
 HY2268
 HY2268                          STATION DESCRIPTION
 HY2268
 HY2268'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2268'THE STATION IS ABOUT 9 MILES SOUTHWEST OF WEST HAMLIN AND 8 MILES
 HY2268'EAST SOUTHEAST OF WAYNE, ON LAND OWNED BY MR. GEORGE MILLS.  THE U.S.
 HY2268'GEOLOGICAL STATION TURKEY 2 1956 IS ON THE SAME HILL.  THE HILL IS
 HY2268'KNOWN LOCALLY AS TURKEY KNOB.
 HY2268'
 HY2268'TO REACH FROM THE COURTHOUSE IN WAYNE, GO SOUTH ON U.S. HIGHWAY 52
 HY2268'FOR 1.2 MILES TO THE JUNCTION OF STATE HIGHWAY 37 AND U.S. HIGHWAY
 HY2268'52. TURN LEFT, GO EAST AND SOUTHEAST ON HIGHWAY 37 FOR 7.6 MILES TO
 HY2268'WHERE HIGHWAY 37 TURNS RIGHT ACROSS A BRIDGE IN THE VILLAGE OF EAST
 HY2268'LYNN.  KEEP STRAIGHT AHEAD, EASTERLY ON A BLACK TOP ROAD FOR 0.9
 HY2268'MILE TO A ROAD FORK.  TAKE LEFT FORK, AS PER SIGN BRANCHLAND 16,
 HY2268'GO NORTHEASTERLY ON THE BLACK TOP ROAD FOR 5.4 MILES TO A ROAD FORK.
 HY2268'THE LEFT FORK, AS PER SIGN WINSLOW 12, GO NORTH ON SURFACED ROAD FOR
 HY2268'1.6 MILES TO A SIDE ROAD ON THE LEFT AND A SCHOOL ABOUT 100 YARDS
 HY2268'TO THE LEFT.  TURN LEFT, AND FOLLOW A DIRT ROAD FOR 0.65 MILE TO A
 HY2268'SIDE ROAD ON THE LEFT.  KEEP STRAIGHT AHEAD FOR 0.05 MILE TO A ROAD
 HY2268'FORK.  TAKE LEFT FORK, GO 0.4 MILE TO THE HOME OF MR. GEORGE MILLS
 HY2268'ON THE RIGHT AND END OF TRUCK TRAVEL.  PACK WESTERLY ABOUT 50
 HY2268'YARDS TO BARN AND THE AZIMUTH MARK.  THENCE PACK WEST AND
 HY2268'NORTHWESTERLY ALONG A SLED TRAIL FOR ABOUT 1/2 MILE TO HIGHEST PART
 HY2268'OF HILL AND THE STATION.  ABOUT A 45 MINUTE PACK.
 HY2268'
 HY2268'STATION MARKS ARE STANDARD DISKS STAMPED TURKEY 1957.  THE SURFACE
 HY2268'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 HY2268'28 FEET WEST SOUTHWEST OF A TRIANGULAR BLAZE ON AN 8 INCH ELM TREE
 HY2268'AND 13 FEET EAST SOUTHEAST OF A TRIANGULAR BLAZE ON A 10 INCH TREE.
 HY2268'A STANDARD WITNESS POST WAS SET 8 FEET NORTH NORTHEAST OF MARK.  THE
 HY2268'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 24 INCHES
 HY2268'BELOW THE SURFACE OF GROUND.
 HY2268'
 HY2268'REFERENCE MARK NO.1 IS A U.S. GEOLOGICAL REFERENCE MARK DISK, STAMPED
 HY2268'NO 1 1956, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ON THE
 HY2268'SOUTH SLOPE OF HILL ABOUT 24 FEET LOWER THAN THE STATION.  THE
 HY2268'BOULDER PROJECTS ABOUT 2 FEET ABOVE THE GROUND ON THE EAST SIDE.
 HY2268'
 HY2268'REFERENCE MARK NO.2 IS A U.S. GEOLOGICAL REFERENCE MARK DISK STAMPED
 HY2268'NO 2 1956, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT
 HY2268'IS ON THE WEST SLOPE OF HILL ABOUT 4 FEET LOWER THAN STATION AND IS
 HY2268'19 FEET SOUTHWEST OF A TRIANGULAR BLAZE ON A 10 INCH TREE.
 HY2268'
 HY2268'REFERENCE MARK NO.3 IS A US GEOLOGICAL STATION MARK DISK, STAMPED
 HY2268'TURKEY 2 1956, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 HY2268'IT IS 22 FEET WEST OF A TRIANGULAR BLAZE ON AN 8 INCH TREE AND 15
 HY2268'FEET EAST OF A TRIANGULAR BLAZE ON A 10 INCH TREE.  THE STANDARD
 HY2268'WITNESS POST WAS SET 4 FEET SOUTH SOUTHEAST OF MARK.
 HY2268'
 HY2268'AZIMUTH MARK IS A STANDARD DISK STAMPED TURKEY 1957, SET IN A SQUARE
 HY2268'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 2 FEET WEST OF THE
 HY2268'WEST CENTER OF A POLE CRIB, AND 54 FEET EAST OF NORTHEAST CORNER OF
 HY2268'BARN.  A STANDARD WITNESS POST SET 2 FEET EAST OF MARK.
 HY2268'
 HY2268'HEIGHT OF LIGHT ABOVE STATION MARK 14.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2267 ***********************************************************************
 HY2267  DESIGNATION -  TURKEY 2 USGS 1957
 HY2267  PID         -  HY2267
 HY2267  STATE/COUNTY-  WV/WAYNE
 HY2267  USGS QUAD   -  NESTLOW (1975)
 HY2267
 HY2267                         *CURRENT SURVEY CONTROL
 HY2267  ___________________________________________________________________
 HY2267* NAD 83(1995)-  38 11 27.61252(N)    082 18 29.84763(W)     ADJUSTED  
 HY2267* NAVD 88     -       387.8    (meters)    1272.     (feet)  VERTCON   
 HY2267  ___________________________________________________________________
 HY2267  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 HY2267  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY2267
 HY2267  HORZ ORDER  -  SECOND
 HY2267
 HY2267.The horizontal coordinates were established by classical geodetic methods
 HY2267.and adjusted by the National Geodetic Survey in April 1998..
 HY2267
 HY2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2267
 HY2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2267
 HY2267.The geoid height was determined by GEOID03.
 HY2267
 HY2267;                    North         East     Units Scale Factor Converg.
 HY2267;SPC WV S     -   132,996.413   485,400.584   MT  0.99992568   -0 48 31.6
 HY2267;UTM  17      - 4,227,816.409   385,431.737   MT  0.99976165   -0 48 32.3
 HY2267
 HY2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2267!SPC WV S     -   0.99994432  x   0.99992568  =   0.99987000
 HY2267!UTM  17      -   0.99994432  x   0.99976165  =   0.99970598
 HY2267
 HY2267                          SUPERSEDED SURVEY CONTROL
 HY2267
 HY2267  NAD 83(1995)-  38 11 27.61422(N)    082 18 29.84844(W) AD(       ) 2
 HY2267  NAD 83(1986)-  38 11 27.61917(N)    082 18 29.85177(W) AD(       ) 2
 HY2267  NAD 27      -  38 11 27.30400(N)    082 18 30.32480(W) AD(       ) 2
 HY2267  NGVD 29 (07/19/86)  388.0    (m)         1273.     (f) VERT ANG       
 HY2267
 HY2267.Superseded values are not recommended for survey control.
 HY2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2267.See file dsdata.txt to determine how the superseded data were derived.
 HY2267
 HY2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC8543227816(NAD 83)
 HY2267_MARKER: DD = SURVEY DISK
 HY2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2267_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2267+STABILITY: SURFACE MOTION
 HY2267
 HY2267  HISTORY     - Date     Condition        Report By
 HY2267  HISTORY     - 1957     MONUMENTED       USGS
 HY2267
 HY2267                          STATION DESCRIPTION
 HY2267
 HY2267'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (FAR)
 HY2267'THE STATION IS ABOUT 9 MILES SOUTHWEST OF WEST HAMLIN AND 8 MILES
 HY2267'EAST SOUTHEAST OF WAYNE, ON THE HIGHEST POINT OF A HILL KNOWN LOCALLY
 HY2267'AS TURKEY KNOB.  IT IS 22 FEET WEST OF A TRIANGULAR BLAZE ON AN
 HY2267'ELM TREE AND 15 FEET EAST OF A TRIANGULAR BLAZE ON A OAK TREE.
 HY2267'
 HY2267'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TURKEY,
 HY2267'DISTANCE BEING 10.10 FEET (3.077 METERS) NORTH OF STATION TURKEY.
 HY2267'THE MARK IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED TURKEY 2
 HY2267'1956, AND IS SET IN AN 8 INCH SQUARE CONCRETE POST WHICH PROJECTS
 HY2267'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2266 ***********************************************************************
 HY2266  DESIGNATION -  TWIN
 HY2266  PID         -  HY2266
 HY2266  STATE/COUNTY-  WV/LINCOLN
 HY2266  USGS QUAD   -  BRANCHLAND (1987)
 HY2266
 HY2266                         *CURRENT SURVEY CONTROL
 HY2266  ___________________________________________________________________
 HY2266* NAD 83(1995)-  38 08 31.58105(N)    082 14 13.88393(W)     ADJUSTED  
 HY2266* NAVD 88     -       382.72   (+/-2cm)    1255.6    (feet)  VERTCON   
 HY2266  ___________________________________________________________________
 HY2266  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 HY2266  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY2266
 HY2266  HORZ ORDER  -  THIRD
 HY2266  VERT ORDER  -  THIRD ? (See Below)
 HY2266
 HY2266.The horizontal coordinates were established by classical geodetic methods
 HY2266.and adjusted by the National Geodetic Survey in April 1998..
 HY2266
 HY2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2266.The vertical order pertains to the NGVD 29 superseded value.
 HY2266
 HY2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2266
 HY2266.The geoid height was determined by GEOID03.
 HY2266
 HY2266;                    North         East     Units Scale Factor Converg.
 HY2266;SPC WV S     -   127,484.155   491,555.836   MT  0.99992595   -0 45 53.4
 HY2266;UTM  17      - 4,222,305.127   391,585.947   MT  0.99974475   -0 45 51.0
 HY2266
 HY2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2266!SPC WV S     -   0.99994510  x   0.99992595  =   0.99987106
 HY2266!UTM  17      -   0.99994510  x   0.99974475  =   0.99968987
 HY2266
 HY2266|---------------------------------------------------------------------|
 HY2266| PID    Reference Object                     Distance      Geod. Az  |
 HY2266|                                                           dddmmss.s |
 HY2266| DC2642 TWIN RM 1                             6.250 METERS 23611     |
 HY2266| DC2643 TWIN RM 2                             7.106 METERS 31739     |
 HY2266| DC2641 TWIN AZ MK                                         3490618.3 |
 HY2266|---------------------------------------------------------------------|
 HY2266
 HY2266                          SUPERSEDED SURVEY CONTROL
 HY2266
 HY2266  NAD 83(1995)-  38 08 31.58422(N)    082 14 13.88626(W) AD(       ) 3
 HY2266  NAD 83(1986)-  38 08 31.58857(N)    082 14 13.88941(W) AD(       ) 3
 HY2266  NAD 27      -  38 08 31.26750(N)    082 14 14.37480(W) AD(       ) 3
 HY2266  NGVD 29 (07/19/86)  382.93   (m)         1256.3    (f) LEVELING    3  
 HY2266
 HY2266.Superseded values are not recommended for survey control.
 HY2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2266.See file dsdata.txt to determine how the superseded data were derived.
 HY2266
 HY2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9158622305(NAD 83)
 HY2266_MARKER: DS = TRIANGULATION STATION DISK
 HY2266_SETTING: 66 = SET IN ROCK OUTCROP
 HY2266
 HY2266  HISTORY     - Date     Condition        Report By
 HY2266  HISTORY     - 1957     MONUMENTED       CGS
 HY2266
 HY2266                          STATION DESCRIPTION
 HY2266
 HY2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2266'THE STATION IS ABOUT 12 MILES SOUTH-SOUTHWEST OF WEST HAMLIN, AND 4
 HY2266'MILES WEST OF THE RANGER POST OFFICE WHICH IS ON STATE ROUTE 10, ON
 HY2266'A HILL BETWEEN TEN MILE CREEK AND FOUR MILE CREEK AND NEAR THE HEAD
 HY2266'OF UPPER TWIN BRANCH.  THE STATION IS ABOUT 50 YARDS NORTH OF THE
 HY2266'HIGHEST PART OF HILL AT THE EDGE OF AN OPEN FIELD AND IS ON LAND
 HY2266'OWNED BY THE BAKER HEIRS, MR. BEN BAKER IS ONE OF THE HEIRS.  HE
 HY2266'LIVES 3/4 MILE EAST OF STATION.
 HY2266'
 HY2266'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 3, IN WEST
 HY2266'HAMLIN, GO SOUTHERLY ON HIGHWAY 10 FOR 5.5 MILES TO BRANCHLAND.
 HY2266'CONTINUE ON HIGHWAY 10 FOR 4.9 MILES TO A SIDE ROAD ON THE RIGHT
 HY2266'JUST BEFORE CROSSING A STEEL BRIDGE.  TURN RIGHT, GO WESTERLY ON A
 HY2266'BLACK TOP ROAD AND DIRT ROAD FOR 2.15 MILES TO A ROAD FORK AT A
 HY2266'CHURCH.  TAKE RIGHT FORK, UP HILL, FOR 0.8 MILE TO TOP OF RIDGE AT
 HY2266'A BUILDING ON THE RIGHT.  CONTINUE WESTERLY FOR 1.0 MILE TO A ROAD
 HY2266'FORK.  TAKE LEFT FORK, DOWN HILL, AND GO 0.15 MILE TO A ROAD FORK.
 HY2266'KEEP RIGHT FORK, GO 0.35 MILE TO A SIDE ROAD ON THE RIGHT.  CONTINUE
 HY2266'STRAIGHT AHEAD FOR 0.5 MILE TO A ROAD FORK.  TAKE LEFT, GO 0.45
 HY2266'MILE TO THE AZIMUTH MARK ON THE LEFT AT A TRIANGULAR BLAZE ON OAK
 HY2266'TREE.  CONTINUE SOUTHWESTERLY FOR 0.45 MILE TO WHERE A POWER LINE
 HY2266'CROSSES OVER THE ROAD.  CONTINUE 0.05 MILE TO A FIELD ROAD ON THE
 HY2266'LEFT.  TURN LEFT, GO ABOUT 50 FEET THEN BEAR RIGHT AND GO SOUTH
 HY2266'SOUTHEAST FOR 0.1 MILE TO EDGE OF WOODS AND THE STATION.
 HY2266'
 HY2266'STATION MARK IS A STANDARD DISK STAMPED TWIN 1957, CEMENTED IN A
 HY2266'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 3 FEET ABOVE
 HY2266'THE GROUND.  IT IS 21 FEET EAST OF A TRIANGULAR BLAZE ON A 20 INCH
 HY2266'OAK TREE, 9 FEET WEST END OF OUTCROP OF ROCK AND 8-1/2 FEET SOUTHEAST
 HY2266'OF THE NORTH EDGE OF OUTCROP OF ROCK.
 HY2266'
 HY2266'REFERENCE MARK NO.1, A STANDARD DISK STAMPED TWIN NO 1 1957, IS
 HY2266'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 HY2266'2 FEET ON THE WEST SIDE.  IT IS 6 FEET SOUTH OF THE TRIANGULAR BLAZE
 HY2266'ON OAK TREE.
 HY2266'
 HY2266'REFERENCE MARK NO.2, A STANDARD DISK STAMPED TWIN NO 2 1957, IS
 HY2266'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 HY2266'3 FEET ABOVE THE GROUND AND IS ABOUT 4 FEET WIDE AND 6 FEET LONG.  IT
 HY2266'IS 22 FEET NORTHEAST OF THE TRIANGULAR BLAZE ON OAK TREE.
 HY2266'
 HY2266'AZIMUTH MARK, A STANDARD DISK STAMPED TWIN 1957, IS SET IN A ROUND
 HY2266'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 14 FEET NORTH NORTHEAST
 HY2266'OF A TRIANGULAR BLAZE ON AN 18 INCH OAK TREE, 18 FEET SOUTHEAST OF
 HY2266'THE CENTER OF DIRT ROAD AND 1 FOOT SOUTHEAST OF A FENCE LINE.
 HY2266'
 HY2266'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0842 ***********************************************************************
 JW0842  DESIGNATION -  U 1
 JW0842  PID         -  JW0842
 JW0842  STATE/COUNTY-  WV/TAYLOR
 JW0842  USGS QUAD   -  THORNTON (1976)
 JW0842
 JW0842                         *CURRENT SURVEY CONTROL
 JW0842  ___________________________________________________________________
 JW0842* NAD 83(1986)-  39 16 04.     (N)    079 59 08.     (W)     SCALED    
 JW0842* NAVD 88     -       308.196  (meters)    1011.14   (feet)  ADJUSTED  
 JW0842  ___________________________________________________________________
 JW0842  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JW0842  DYNAMIC HT  -         307.997 (meters)    1010.49  (feet)  COMP
 JW0842  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 JW0842
 JW0842  VERT ORDER  -  FIRST     CLASS II
 JW0842
 JW0842.The horizontal coordinates were scaled from a topographic map and have
 JW0842.an estimated accuracy of +/- 6 seconds.
 JW0842
 JW0842.The orthometric height was determined by differential leveling
 JW0842.and adjusted by the National Geodetic Survey in June 1991..
 JW0842
 JW0842.The geoid height was determined by GEOID03.
 JW0842
 JW0842.The dynamic height is computed by dividing the NAVD 88
 JW0842.geopotential number by the normal gravity value computed on the
 JW0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0842.degrees latitude (g = 980.6199 gals.).
 JW0842
 JW0842.The modeled gravity was interpolated from observed gravity values.
 JW0842
 JW0842;                    North         East    Units  Estimated Accuracy
 JW0842;SPC WV N     -    85,350.      558,100.      MT  (+/- 180 meters Scaled)
 JW0842
 JW0842                          SUPERSEDED SURVEY CONTROL
 JW0842
 JW0842  NGVD 29 (??/??/92)  308.384  (m)         1011.76   (f) ADJ UNCH    1 2
 JW0842
 JW0842.Superseded values are not recommended for survey control.
 JW0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0842.See file dsdata.txt to determine how the superseded data were derived.
 JW0842
 JW0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND875469(NAD 83)
 JW0842_MARKER: DB = BENCH MARK DISK
 JW0842_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0842_SP_SET: BRIDGE
 JW0842_STAMPING: U 1 1933
 JW0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0842
 JW0842  HISTORY     - Date     Condition        Report By
 JW0842  HISTORY     - 1933     MONUMENTED       CGS
 JW0842  HISTORY     - 1957     MARK NOT FOUND   NGS
 JW0842
 JW0842                          STATION DESCRIPTION
 JW0842
 JW0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JW0842'7 MI S FROM GRAFTON.
 JW0842'7.0 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0842'THE STATION AT GRAFTON, TAYLOR COUNTY, ABOUT 11 RAILS SOUTHEAST
 JW0842'OF THE FLAG STATION AT CECIL, ABOUT 50 FEET SOUTHWEST OF THE
 JW0842'POST OFFICE, AT BRIDGE 6 A OVER A SMALL STREAM, IN THE TOP OF THE
 JW0842'WEST END OF THE NORTH BRIDGE SEAT, 12 FEET WEST OF THE CENTER
 JW0842'LINE OF THE TRACK, AND 4 FEET LOWER THAN THE RAIL.  A STANDARD
 JW0842'DISK, STAMPED U 1 1933.  NOTE-- SUBMERGED IN TYGART RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1495 ***********************************************************************
 HX1495  DESIGNATION -  U 10
 HX1495  PID         -  HX1495
 HX1495  STATE/COUNTY-  WV/BRAXTON
 HX1495  USGS QUAD   -  BURNSVILLE (1989)
 HX1495
 HX1495                         *CURRENT SURVEY CONTROL
 HX1495  ___________________________________________________________________
 HX1495* NAD 83(1986)-  38 47 01.     (N)    080 38 26.     (W)     SCALED    
 HX1495* NAVD 88     -       244.316  (meters)     801.56   (feet)  ADJUSTED  
 HX1495  ___________________________________________________________________
 HX1495  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HX1495  DYNAMIC HT  -         244.155 (meters)     801.03  (feet)  COMP
 HX1495  MODELED GRAV-     979,965.3   (mgal)                       NAVD 88
 HX1495
 HX1495  VERT ORDER  -  SECOND    CLASS 0
 HX1495
 HX1495.The horizontal coordinates were scaled from a topographic map and have
 HX1495.an estimated accuracy of +/- 6 seconds.
 HX1495
 HX1495.The orthometric height was determined by differential leveling
 HX1495.and adjusted by the National Geodetic Survey in June 1991..
 HX1495
 HX1495.The geoid height was determined by GEOID03.
 HX1495
 HX1495.The dynamic height is computed by dividing the NAVD 88
 HX1495.geopotential number by the normal gravity value computed on the
 HX1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1495.degrees latitude (g = 980.6199 gals.).
 HX1495
 HX1495.The modeled gravity was interpolated from observed gravity values.
 HX1495
 HX1495;                    North         East    Units  Estimated Accuracy
 HX1495;SPC WV S     -   198,030.      631,230.      MT  (+/- 180 meters Scaled)
 HX1495
 HX1495                          SUPERSEDED SURVEY CONTROL
 HX1495
 HX1495  NGVD 29 (??/??/92)  244.52   (m)          802.2    (f) COMPUTED    2 0
 HX1495
 HX1495.Superseded values are not recommended for survey control.
 HX1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1495.See file dsdata.txt to determine how the superseded data were derived.
 HX1495
 HX1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC312928(NAD 83)
 HX1495_MARKER: DB = BENCH MARK DISK
 HX1495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1495_SP_SET: ABUTMENT
 HX1495_STAMPING: U 10 1933
 HX1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1495
 HX1495  HISTORY     - Date     Condition        Report By
 HX1495  HISTORY     - 1933     MONUMENTED       CGS
 HX1495  HISTORY     - 1934     GOOD             NGS
 HX1495
 HX1495                          STATION DESCRIPTION
 HX1495
 HX1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1495'1.9 MI N FROM HEATERS.
 HX1495'STATION BY RAIL ON THE BALTIMORE AND OHIO RAILROAD, 19.5 RAILS
 HX1495'NORTH OF ROLLYSON FLAG STOP, ON THE WEST END OF THE NORTH ABUTMENT
 HX1495'OF RAILROAD BRIDGE NO. 57D, OVER A SMALL STREAM, 9 FEET WEST OF
 HX1495'THE CENTER OF THE TRACK AND 1 FOOT BELOW THE LEVEL OF THE RACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1496 ***********************************************************************
 HX1496  DESIGNATION -  U 10 RESET
 HX1496  PID         -  HX1496
 HX1496  STATE/COUNTY-  WV/BRAXTON
 HX1496  USGS QUAD   -  BURNSVILLE (1989)
 HX1496
 HX1496                         *CURRENT SURVEY CONTROL
 HX1496  ___________________________________________________________________
 HX1496* NAD 83(1986)-  38 47 01.     (N)    080 38 26.     (W)     SCALED    
 HX1496* NAVD 88     -       243.509  (meters)     798.91   (feet)  ADJUSTED  
 HX1496  ___________________________________________________________________
 HX1496  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HX1496  DYNAMIC HT  -         243.349 (meters)     798.39  (feet)  COMP
 HX1496  MODELED GRAV-     979,965.3   (mgal)                       NAVD 88
 HX1496
 HX1496  VERT ORDER  -  SECOND    CLASS 0
 HX1496
 HX1496.The horizontal coordinates were scaled from a topographic map and have
 HX1496.an estimated accuracy of +/- 6 seconds.
 HX1496
 HX1496.The orthometric height was determined by differential leveling
 HX1496.and adjusted by the National Geodetic Survey in June 1991..
 HX1496
 HX1496.The geoid height was determined by GEOID03.
 HX1496
 HX1496.The dynamic height is computed by dividing the NAVD 88
 HX1496.geopotential number by the normal gravity value computed on the
 HX1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1496.degrees latitude (g = 980.6199 gals.).
 HX1496
 HX1496.The modeled gravity was interpolated from observed gravity values.
 HX1496
 HX1496;                    North         East    Units  Estimated Accuracy
 HX1496;SPC WV S     -   198,030.      631,230.      MT  (+/- 180 meters Scaled)
 HX1496
 HX1496                          SUPERSEDED SURVEY CONTROL
 HX1496
 HX1496  NGVD 29 (??/??/92)  243.712  (m)          799.58   (f) ADJ UNCH    2 0
 HX1496
 HX1496.Superseded values are not recommended for survey control.
 HX1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1496.See file dsdata.txt to determine how the superseded data were derived.
 HX1496
 HX1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC312928(NAD 83)
 HX1496_MARKER: DB = BENCH MARK DISK
 HX1496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1496_SP_SET: ABUTMENT
 HX1496_STAMPING: U 10 RESET 1950
 HX1496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1496
 HX1496  HISTORY     - Date     Condition        Report By
 HX1496  HISTORY     - 1950     MONUMENTED       CGS
 HX1496  HISTORY     - 1962     GOOD             NGS
 HX1496
 HX1496                          STATION DESCRIPTION
 HX1496
 HX1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1496'1.6 MI N FROM HEATERS.
 HX1496'ABOUT 1.65 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1496'THE STATION AT HEATERS, SET ON TOP OF THE NORTHEAST END OF THE
 HX1496'SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE 803 OVER O BRIEN FORK,
 HX1496'9 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 4 1/2 FEET
 HX1496'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1269 ***********************************************************************
 JX1269  DESIGNATION -  U 100
 JX1269  PID         -  JX1269
 JX1269  STATE/COUNTY-  WV/WOOD
 JX1269  USGS QUAD   -  LUBECK (1994)
 JX1269
 JX1269                         *CURRENT SURVEY CONTROL
 JX1269  ___________________________________________________________________
 JX1269* NAD 83(1986)-  39 08 41.     (N)    081 38 32.     (W)     SCALED    
 JX1269* NAVD 88     -       218.009  (meters)     715.25   (feet)  ADJUSTED  
 JX1269  ___________________________________________________________________
 JX1269  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX1269  DYNAMIC HT  -         217.872 (meters)     714.80  (feet)  COMP
 JX1269  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 JX1269
 JX1269  VERT ORDER  -  SECOND    CLASS 0
 JX1269
 JX1269.The horizontal coordinates were scaled from a topographic map and have
 JX1269.an estimated accuracy of +/- 6 seconds.
 JX1269
 JX1269.The orthometric height was determined by differential leveling
 JX1269.and adjusted by the National Geodetic Survey in June 1991..
 JX1269
 JX1269.The geoid height was determined by GEOID03.
 JX1269
 JX1269.The dynamic height is computed by dividing the NAVD 88
 JX1269.geopotential number by the normal gravity value computed on the
 JX1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1269.degrees latitude (g = 980.6199 gals.).
 JX1269
 JX1269.The modeled gravity was interpolated from observed gravity values.
 JX1269
 JX1269;                    North         East    Units  Estimated Accuracy
 JX1269;SPC WV N     -    73,780.      414,830.      MT  (+/- 180 meters Scaled)
 JX1269
 JX1269                          SUPERSEDED SURVEY CONTROL
 JX1269
 JX1269  NGVD 29 (??/??/92)  218.188  (m)          715.84   (f) ADJ UNCH    2 0
 JX1269
 JX1269.Superseded values are not recommended for survey control.
 JX1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1269.See file dsdata.txt to determine how the superseded data were derived.
 JX1269
 JX1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD445330(NAD 83)
 JX1269_MARKER: DB = BENCH MARK DISK
 JX1269_SETTING: 80 = SET IN A BOULDER
 JX1269_SP_SET: BOULDER
 JX1269_STAMPING: U 100 1956
 JX1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1269+STABILITY: SURFACE MOTION
 JX1269
 JX1269  HISTORY     - Date     Condition        Report By
 JX1269  HISTORY     - 1956     MONUMENTED       CGS
 JX1269  HISTORY     - 1976     GOOD             NGS
 JX1269  HISTORY     - 1984     GOOD             NGS
 JX1269
 JX1269                          STATION DESCRIPTION
 JX1269
 JX1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1269'0.6 MI SW FROM WADEVILLE.
 JX1269'0.55 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER
 JX1269'NORTH FORK OF LEE CREEK AT WADEVILLE, ABOUT 0.25 MILE SOUTHWEST
 JX1269'OF WADEVILLE SCHOOL, ABOUT 65 YARDS SOUTHWEST OF JUNCTION OF A
 JX1269'ROAD WEST, ABOUT 0.65 MILE NORTHEAST OF THE TOP OF A GRADE, IN
 JX1269'THE TOP OF AN 8 BY 5 BY 3-FOOT HIGH EMBEDDED BOULDER, 21 FEET
 JX1269'NORTHWEST OF CENTER LINE OF ROAD, 98 FEET NORTH OF CENTER OF A
 JX1269'10-FOOT WOODEN BRIDGE OVE A CREEK BRANCH, 48 FEET EAST-SOUTHEAST
 JX1269'OF A LONE 48-INCH COTTONWOOD TREE, 4 FEET NORTHWEST OF A FENCE
 JX1269'LINE, 18 FEET NORTH OF NORTHWEST END OF A 14-INCH METAL PIPE
 JX1269'CULVERT UNDER ROAD, AN ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 JX1269
 JX1269                          STATION RECOVERY (1976)
 JX1269
 JX1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1269'RECOVERED IN GOOD CONDITION.
 JX1269
 JX1269                          STATION RECOVERY (1984)
 JX1269
 JX1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1277 ***********************************************************************
 JX1277  DESIGNATION -  U 101
 JX1277  PID         -  JX1277
 JX1277  STATE/COUNTY-  WV/JACKSON
 JX1277  USGS QUAD   -  POND CREEK (1994)
 JX1277
 JX1277                         *CURRENT SURVEY CONTROL
 JX1277  ___________________________________________________________________
 JX1277* NAD 83(1986)-  39 03 44.     (N)    081 41 54.     (W)     SCALED    
 JX1277* NAVD 88     -       266.757  (meters)     875.19   (feet)  ADJUSTED  
 JX1277  ___________________________________________________________________
 JX1277  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JX1277  DYNAMIC HT  -         266.588 (meters)     874.63  (feet)  COMP
 JX1277  MODELED GRAV-     979,988.3   (mgal)                       NAVD 88
 JX1277
 JX1277  VERT ORDER  -  SECOND    CLASS 0
 JX1277
 JX1277.The horizontal coordinates were scaled from a topographic map and have
 JX1277.an estimated accuracy of +/- 6 seconds.
 JX1277
 JX1277.The orthometric height was determined by differential leveling
 JX1277.and adjusted by the National Geodetic Survey in June 1991..
 JX1277
 JX1277.The geoid height was determined by GEOID03.
 JX1277
 JX1277.The dynamic height is computed by dividing the NAVD 88
 JX1277.geopotential number by the normal gravity value computed on the
 JX1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1277.degrees latitude (g = 980.6199 gals.).
 JX1277
 JX1277.The modeled gravity was interpolated from observed gravity values.
 JX1277
 JX1277;                    North         East    Units  Estimated Accuracy
 JX1277;SPC WV S     -   229,120.      539,560.      MT  (+/- 180 meters Scaled)
 JX1277
 JX1277                          SUPERSEDED SURVEY CONTROL
 JX1277
 JX1277  NGVD 29 (??/??/92)  266.930  (m)          875.75   (f) ADJ UNCH    2 0
 JX1277
 JX1277.Superseded values are not recommended for survey control.
 JX1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1277.See file dsdata.txt to determine how the superseded data were derived.
 JX1277
 JX1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD395239(NAD 83)
 JX1277_MARKER: DB = BENCH MARK DISK
 JX1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1277_STAMPING: U 101 1956
 JX1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1277+STABILITY: SURFACE MOTION
 JX1277
 JX1277  HISTORY     - Date     Condition        Report By
 JX1277  HISTORY     - 1956     MONUMENTED       CGS
 JX1277
 JX1277                          STATION DESCRIPTION
 JX1277
 JX1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1277'8.3 MI SE FROM BELLEVILLE.
 JX1277'2.9 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE BALTIMORE AND OHIO
 JX1277'RAILROAD STATION AT BELLEVILLE TO A POINT 0.7 MILE SOUTH OF
 JX1277'BRIDGE OVER POND CREEK, THENCE ABOUT 0.8 MILE SOUTHEAST, ABOUT
 JX1277'0.1 MILE NORTHEAST, ABOUT 2.15 MILES SOUTHEAST AND EAST ALONG
 JX1277'DIRT ROADS, THENCE ABOUT 0.45 MILE NORTH ALONG A GRAVEL ROAD
 JX1277'FOLLOWING LITTLE POND CREEK, THENCE ABOUT 1.9 MILES SOUTHEAST
 JX1277'ALONG A DIRT ROAD FOLLOWING RIDGE BETEEN LITTLE POND CREEK AND
 JX1277'CABIN FORK, ABOUT 0.45 MILE NORTHWEST OF A CROSSROAD, 17 FEET
 JX1277'NORTHEAST OF CENTER LINE OF ROAD, 10 FEET NORTH OF CENTER LINE OF
 JX1277'A DIM ROAD EAST, 140 FEET WEST AND ACROSS DIM ROAD EAST FROM
 JX1277'WEST CORNER OF AN OLD TWO-STORY FRAME HOUSE, 2 FEET NORTHEAST OF
 JX1277'A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD
 JX1277'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2452 ***********************************************************************
 HX2452  DESIGNATION -  U 103
 HX2452  PID         -  HX2452
 HX2452  STATE/COUNTY-  WV/JACKSON
 HX2452  USGS QUAD   -  RIPLEY (1975)
 HX2452
 HX2452                         *CURRENT SURVEY CONTROL
 HX2452  ___________________________________________________________________
 HX2452* NAD 83(1986)-  38 50 18.     (N)    081 42 03.     (W)     SCALED    
 HX2452* NAVD 88     -       185.509  (meters)     608.62   (feet)  ADJUSTED  
 HX2452  ___________________________________________________________________
 HX2452  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HX2452  DYNAMIC HT  -         185.388 (meters)     608.23  (feet)  COMP
 HX2452  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 HX2452
 HX2452  VERT ORDER  -  SECOND    CLASS 0
 HX2452
 HX2452.The horizontal coordinates were scaled from a topographic map and have
 HX2452.an estimated accuracy of +/- 6 seconds.
 HX2452
 HX2452.The orthometric height was determined by differential leveling
 HX2452.and adjusted by the National Geodetic Survey in June 1991..
 HX2452
 HX2452.The geoid height was determined by GEOID03.
 HX2452
 HX2452.The dynamic height is computed by dividing the NAVD 88
 HX2452.geopotential number by the normal gravity value computed on the
 HX2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2452.degrees latitude (g = 980.6199 gals.).
 HX2452
 HX2452.The modeled gravity was interpolated from observed gravity values.
 HX2452
 HX2452;                    North         East    Units  Estimated Accuracy
 HX2452;SPC WV S     -   204,270.      539,150.      MT  (+/- 180 meters Scaled)
 HX2452
 HX2452                          SUPERSEDED SURVEY CONTROL
 HX2452
 HX2452  NGVD 29 (??/??/92)  185.684  (m)          609.20   (f) ADJ UNCH    2 0
 HX2452
 HX2452.Superseded values are not recommended for survey control.
 HX2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2452.See file dsdata.txt to determine how the superseded data were derived.
 HX2452
 HX2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC391990(NAD 83)
 HX2452_MARKER: DB = BENCH MARK DISK
 HX2452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2452_SP_SET: CULVERT
 HX2452_STAMPING: U 103 1956
 HX2452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2452
 HX2452  HISTORY     - Date     Condition        Report By
 HX2452  HISTORY     - 1956     MONUMENTED       CGS
 HX2452
 HX2452                          STATION DESCRIPTION
 HX2452
 HX2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2452'1.5 MI NE FROM RIPLEY.
 HX2452'ABOUT 1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 21 FROM THE INTERSECTION
 HX2452'OF U.S. HIGHWAY 33 AND POST OFFICE AT RIPLEY, IN THE TOP OF THE
 HX2452'NORTHEAST END OF SOUTHEAST CONCRETE HEAD WALL OF AN ABANDONED
 HX2452'6-FOOT BOX CULVERT UNDER OLD HIGHWAY GRADE, 43 FEET NORTHWEST
 HX2452'OF CENTER LINE OF HIGHWAY, 23 FEET EAST-NORTHEAST OF EAST CORNER
 HX2452'OF NORTHEAST WING OF JACKSON MOTEL, 16 1/2 FEET NORTHWEST OF
 HX2452'SOUTHWEST END OF NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT
 HX2452'UNDER NEW HIGHWAY AND ABOUT 3 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0320 ***********************************************************************
 HY0320  DESIGNATION -  U 104
 HY0320  PID         -  HY0320
 HY0320  STATE/COUNTY-  WV/MASON
 HY0320  USGS QUAD   -  CHESHIRE (1989)
 HY0320
 HY0320                         *CURRENT SURVEY CONTROL
 HY0320  ___________________________________________________________________
 HY0320* NAD 83(1986)-  38 54 59.     (N)    082 03 04.     (W)     SCALED    
 HY0320* NAVD 88     -       178.111  (meters)     584.35   (feet)  ADJUSTED  
 HY0320  ___________________________________________________________________
 HY0320  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HY0320  DYNAMIC HT  -         177.999 (meters)     583.99  (feet)  COMP
 HY0320  MODELED GRAV-     979,994.6   (mgal)                       NAVD 88
 HY0320
 HY0320  VERT ORDER  -  SECOND    CLASS 0
 HY0320
 HY0320.The horizontal coordinates were scaled from a topographic map and have
 HY0320.an estimated accuracy of +/- 6 seconds.
 HY0320
 HY0320.The orthometric height was determined by differential leveling
 HY0320.and adjusted by the National Geodetic Survey in June 1991..
 HY0320
 HY0320.The geoid height was determined by GEOID03.
 HY0320
 HY0320.The dynamic height is computed by dividing the NAVD 88
 HY0320.geopotential number by the normal gravity value computed on the
 HY0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0320.degrees latitude (g = 980.6199 gals.).
 HY0320
 HY0320.The modeled gravity was interpolated from observed gravity values.
 HY0320
 HY0320;                    North         East    Units  Estimated Accuracy
 HY0320;SPC WV S     -   213,220.      508,840.      MT  (+/- 180 meters Scaled)
 HY0320
 HY0320                          SUPERSEDED SURVEY CONTROL
 HY0320
 HY0320  NGVD 29 (??/??/92)  178.306  (m)          584.99   (f) ADJ UNCH    2 0
 HY0320
 HY0320.Superseded values are not recommended for survey control.
 HY0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0320.See file dsdata.txt to determine how the superseded data were derived.
 HY0320
 HY0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD088080(NAD 83)
 HY0320_MARKER: DB = BENCH MARK DISK
 HY0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0320_SP_SET: BRIDGE
 HY0320_STAMPING: U 104 1956
 HY0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0320
 HY0320  HISTORY     - Date     Condition        Report By
 HY0320  HISTORY     - 1956     MONUMENTED       CGS
 HY0320
 HY0320                          STATION DESCRIPTION
 HY0320
 HY0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0320'5.2 MI SE FROM LAKIN.
 HY0320'2.05 MILES SOUTH ALONG STATE HIGHWAY 62 FROM LAKIN STATE HOSPITAL
 HY0320'AT LAKIN, THENCE ABOUT 1.95 MILES SOUTHEAST AND 0.3 MILE NORTHEAST
 HY0320'ALONG BLACK TOP ROADS, THENCE ABOUT 0.95 MILE SOUTHEAST ALONG A
 HY0320'GRAVEL ROAD, JUST EAST OF CROSSING OF TWO HEAVY POWER TRANSMISSION
 HY0320'LINES, IN THE TOP OF THE NORTHEAST WING WALL OF A 24-FOOT CONCRETE
 HY0320'BRIDGE OVER POTTER CREEK, 8 FEET NORTH OF CENTER LINE OF ROAD,
 HY0320'1 1/2 FEET EAST OF EAST END OF NORTH PIPE RAILING OF BRIDGE AND
 HY0320'ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2492 ***********************************************************************
 HX2492  DESIGNATION -  U 105
 HX2492  PID         -  HX2492
 HX2492  STATE/COUNTY-  WV/ROANE
 HX2492  USGS QUAD   -  KENTUCK (1975)
 HX2492
 HX2492                         *CURRENT SURVEY CONTROL
 HX2492  ___________________________________________________________________
 HX2492* NAD 83(1986)-  38 42 48.     (N)    081 31 07.     (W)     SCALED    
 HX2492* NAVD 88     -       301.218  (meters)     988.25   (feet)  ADJUSTED  
 HX2492  ___________________________________________________________________
 HX2492  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HX2492  DYNAMIC HT  -         301.017 (meters)     987.59  (feet)  COMP
 HX2492  MODELED GRAV-     979,954.9   (mgal)                       NAVD 88
 HX2492
 HX2492  VERT ORDER  -  SECOND    CLASS 0
 HX2492
 HX2492.The horizontal coordinates were scaled from a topographic map and have
 HX2492.an estimated accuracy of +/- 6 seconds.
 HX2492
 HX2492.The orthometric height was determined by differential leveling
 HX2492.and adjusted by the National Geodetic Survey in June 1991..
 HX2492
 HX2492.The geoid height was determined by GEOID03.
 HX2492
 HX2492.The dynamic height is computed by dividing the NAVD 88
 HX2492.geopotential number by the normal gravity value computed on the
 HX2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2492.degrees latitude (g = 980.6199 gals.).
 HX2492
 HX2492.The modeled gravity was interpolated from observed gravity values.
 HX2492
 HX2492;                    North         East    Units  Estimated Accuracy
 HX2492;SPC WV S     -   190,290.      554,900.      MT  (+/- 180 meters Scaled)
 HX2492
 HX2492                          SUPERSEDED SURVEY CONTROL
 HX2492
 HX2492  NGVD 29 (??/??/92)  301.390  (m)          988.81   (f) ADJ UNCH    2 0
 HX2492
 HX2492.Superseded values are not recommended for survey control.
 HX2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2492.See file dsdata.txt to determine how the superseded data were derived.
 HX2492
 HX2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC549850(NAD 83)
 HX2492_MARKER: DB = BENCH MARK DISK
 HX2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2492_STAMPING: U 105 1956
 HX2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2492+STABILITY: SURFACE MOTION
 HX2492
 HX2492  HISTORY     - Date     Condition        Report By
 HX2492  HISTORY     - 1956     MONUMENTED       CGS
 HX2492
 HX2492                          STATION DESCRIPTION
 HX2492
 HX2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2492'3.6 MI NW FROM HARMONY.
 HX2492'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 HX2492'OVER COX FORK AT HARMONY, THENCE ABOUT 3.45 MILES NORTHWEST ALONG
 HX2492'A GRAVEL ROAD LEADING TO STATTS MILLS, 238 FEET NORTH AND
 HX2492'UPHILL FROM CENTER OF JUNCTION OF A PRIVATE ROAD EAST AND BOTTOM
 HX2492'OF GRADES, ON THE SOUTH SLOPE OF A GRADE, 18 FEET WEST OF
 HX2492'CENTER LINE OF ROAD, 28 FEET NORTH OF AN 18-INCH OAK TRE, 2
 HX2492'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 HX2492'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2360 ***********************************************************************
 HX2360  DESIGNATION -  U 106
 HX2360  PID         -  HX2360
 HX2360  STATE/COUNTY-  WV/JACKSON
 HX2360  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2360
 HX2360                         *CURRENT SURVEY CONTROL
 HX2360  ___________________________________________________________________
 HX2360* NAD 83(1986)-  38 48 54.     (N)    081 47 16.     (W)     SCALED    
 HX2360* NAVD 88     -       186.043  (meters)     610.38   (feet)  ADJUSTED  
 HX2360  ___________________________________________________________________
 HX2360  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HX2360  DYNAMIC HT  -         185.921 (meters)     609.98  (feet)  COMP
 HX2360  MODELED GRAV-     979,966.2   (mgal)                       NAVD 88
 HX2360
 HX2360  VERT ORDER  -  SECOND    CLASS 0
 HX2360
 HX2360.The horizontal coordinates were scaled from a topographic map and have
 HX2360.an estimated accuracy of +/- 6 seconds.
 HX2360
 HX2360.The orthometric height was determined by differential leveling
 HX2360.and adjusted by the National Geodetic Survey in June 1991..
 HX2360
 HX2360.The geoid height was determined by GEOID03.
 HX2360
 HX2360.The dynamic height is computed by dividing the NAVD 88
 HX2360.geopotential number by the normal gravity value computed on the
 HX2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2360.degrees latitude (g = 980.6199 gals.).
 HX2360
 HX2360.The modeled gravity was interpolated from observed gravity values.
 HX2360
 HX2360;                    North         East    Units  Estimated Accuracy
 HX2360;SPC WV S     -   201,740.      531,580.      MT  (+/- 180 meters Scaled)
 HX2360
 HX2360                          SUPERSEDED SURVEY CONTROL
 HX2360
 HX2360  NGVD 29 (??/??/92)  186.22   (m)          611.0    (f) COMPUTED    2 0
 HX2360
 HX2360.Superseded values are not recommended for survey control.
 HX2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2360.See file dsdata.txt to determine how the superseded data were derived.
 HX2360
 HX2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC316965(NAD 83)
 HX2360_MARKER: DB = BENCH MARK DISK
 HX2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2360_STAMPING: U 106 1956
 HX2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2360+STABILITY: SURFACE MOTION
 HX2360
 HX2360  HISTORY     - Date     Condition        Report By
 HX2360  HISTORY     - 1956     MONUMENTED       CGS
 HX2360
 HX2360                          STATION DESCRIPTION
 HX2360
 HX2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2360'0.7 MI SW FROM EVANS.
 HX2360'ABOUT 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE JUNCTION
 HX2360'OF U.S. HIGHWAY 33 AT EVANS, AT THE JUNCTION OF A GRAVEL ROAD
 HX2360'LEADING TO GIVEN (ROAD LEADS SOUTHWEST FROM HIGHWAY FOR A SHORT
 HX2360'WAYS THEN TURNS SOUTHEAST) 31 FEET SOUTHEAST OF CENTER LINE OF
 HX2360'HIGHWAY, 23 FEET WEST-NORTHWEST OF CENTER LINE OF GRAVEL ROAD, 4 FEET
 HX2360'SOUTHWEST OF POWER POLE NO. 45-7100/786 B 61, 7 FEET WEST OF
 HX2360'TELEPHONE POLE NO. 154-16, ABOUT 1 FOOT ABOVE LEVEL OF GRAVEL
 HX2360'ROAD, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HX2360'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2467 ***********************************************************************
 HX2467  DESIGNATION -  U 107
 HX2467  PID         -  HX2467
 HX2467  STATE/COUNTY-  WV/JACKSON
 HX2467  USGS QUAD   -  GAY (1987)
 HX2467
 HX2467                         *CURRENT SURVEY CONTROL
 HX2467  ___________________________________________________________________
 HX2467* NAD 83(1986)-  38 49 12.     (N)    081 35 32.     (W)     SCALED    
 HX2467* NAVD 88     -       193.433  (meters)     634.62   (feet)  ADJUSTED  
 HX2467  ___________________________________________________________________
 HX2467  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HX2467  DYNAMIC HT  -         193.306 (meters)     634.20  (feet)  COMP
 HX2467  MODELED GRAV-     979,968.1   (mgal)                       NAVD 88
 HX2467
 HX2467  VERT ORDER  -  SECOND    CLASS 0
 HX2467
 HX2467.The horizontal coordinates were scaled from a topographic map and have
 HX2467.an estimated accuracy of +/- 6 seconds.
 HX2467
 HX2467.The orthometric height was determined by differential leveling
 HX2467.and adjusted by the National Geodetic Survey in June 1991..
 HX2467
 HX2467.The geoid height was determined by GEOID03.
 HX2467
 HX2467.The dynamic height is computed by dividing the NAVD 88
 HX2467.geopotential number by the normal gravity value computed on the
 HX2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2467.degrees latitude (g = 980.6199 gals.).
 HX2467
 HX2467.The modeled gravity was interpolated from observed gravity values.
 HX2467
 HX2467;                    North         East    Units  Estimated Accuracy
 HX2467;SPC WV S     -   202,170.      548,570.      MT  (+/- 180 meters Scaled)
 HX2467
 HX2467                          SUPERSEDED SURVEY CONTROL
 HX2467
 HX2467  NGVD 29 (??/??/92)  193.604  (m)          635.18   (f) ADJ UNCH    2 0
 HX2467
 HX2467.Superseded values are not recommended for survey control.
 HX2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2467.See file dsdata.txt to determine how the superseded data were derived.
 HX2467
 HX2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC485969(NAD 83)
 HX2467_MARKER: DB = BENCH MARK DISK
 HX2467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2467_SP_SET: CULVERT
 HX2467_STAMPING: U 107 1956
 HX2467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2467
 HX2467  HISTORY     - Date     Condition        Report By
 HX2467  HISTORY     - 1956     MONUMENTED       CGS
 HX2467
 HX2467                          STATION DESCRIPTION
 HX2467
 HX2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2467'1 MI W FROM FROZENCAMP.
 HX2467'ABOUT 1.05 MILES WEST ALONG U.S. HIGHWAY 33 FROM MILL CREEK BAPTIST
 HX2467'CHURCH AT FROZENCAMP, ABOUT 0.9 MILE WEST OF BRIDGE OVER BIG
 HX2467'RUN AT FROZENCAMP, NEAR THE SOUTHWEST END OF A SHORT
 HX2467'NORTHEAST-SOUTHWEST TANGENT WHICH IS BETWEEN REVERSE CURVES, IN
 HX2467'THE TOP OF NORTHEAST END OF NORTHWEST HEAD WALL OF A 6-FOOT
 HX2467'CONCRETE CULVERT UNDER HIGHWAY, 28 1/2 FEET NORTHWEST OF CENTER
 HX2467'LINE OF HIGHWAY, WEST AND ACROSS HIGHWAY FROM TELEPHONE POLE
 HX2467'NO. 24/161, AND ABOUT 8 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0802 ***********************************************************************
 HY0802  DESIGNATION -  U 108
 HY0802  PID         -  HY0802
 HY0802  STATE/COUNTY-  WV/WAYNE
 HY0802  USGS QUAD   -  CATLETTSBURG (1985)
 HY0802
 HY0802                         *CURRENT SURVEY CONTROL
 HY0802  ___________________________________________________________________
 HY0802* NAD 83(1986)-  38 24 08.     (N)    082 35 36.     (W)     SCALED    
 HY0802* NAVD 88     -       170.757  (meters)     560.23   (feet)  ADJUSTED  
 HY0802  ___________________________________________________________________
 HY0802  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY0802  DYNAMIC HT  -         170.642 (meters)     559.85  (feet)  COMP
 HY0802  MODELED GRAV-     979,951.7   (mgal)                       NAVD 88
 HY0802
 HY0802  VERT ORDER  -  FIRST     CLASS II
 HY0802
 HY0802.The horizontal coordinates were scaled from a topographic map and have
 HY0802.an estimated accuracy of +/- 6 seconds.
 HY0802
 HY0802.The orthometric height was determined by differential leveling
 HY0802.and adjusted by the National Geodetic Survey in June 1991..
 HY0802
 HY0802.The geoid height was determined by GEOID03.
 HY0802
 HY0802.The dynamic height is computed by dividing the NAVD 88
 HY0802.geopotential number by the normal gravity value computed on the
 HY0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0802.degrees latitude (g = 980.6199 gals.).
 HY0802
 HY0802.The modeled gravity was interpolated from observed gravity values.
 HY0802
 HY0802;                    North         East    Units  Estimated Accuracy
 HY0802;SPC WV S     -   156,830.      460,840.      MT  (+/- 180 meters Scaled)
 HY0802
 HY0802                          SUPERSEDED SURVEY CONTROL
 HY0802
 HY0802  NGVD 29 (??/??/92)  170.940  (m)          560.83   (f) ADJ UNCH    1 2
 HY0802
 HY0802.Superseded values are not recommended for survey control.
 HY0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0802.See file dsdata.txt to determine how the superseded data were derived.
 HY0802
 HY0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC608516(NAD 83)
 HY0802_MARKER: DB = BENCH MARK DISK
 HY0802_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0802_SP_SET: FLOOD WALL
 HY0802_STAMPING: U 108 1956
 HY0802_MARK LOGO: CGS   
 HY0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0802
 HY0802  HISTORY     - Date     Condition        Report By
 HY0802  HISTORY     - 1956     MONUMENTED       CGS
 HY0802  HISTORY     - 1984     POOR             NGS
 HY0802
 HY0802                          STATION DESCRIPTION
 HY0802
 HY0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0802'AT KENOVA.
 HY0802'AT KENOVA, ABOUT 0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO
 HY0802'RAILWAY FROM THE STATION, ABOUT 40 YARDS WEST OF WEST END OF BRIDGE
 HY0802'NO. 512.5 OVER 23RD STREET, ABOUT 65 YARDS EAST OF EAST END OF
 HY0802'BRIDGE OVER BIG SANDY RIVER, IN THE TOP AND 3/4 FEET SOUTH OF
 HY0802'NORTH END OF CONCRETE FLOOD WALL, 33 FEET SOUTH OF SOUTH RAIL
 HY0802'AND ABOUT 7 FEET BELOW LEVEL OF TRACK.
 HY0802
 HY0802                          STATION RECOVERY (1984)
 HY0802
 HY0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0802'RECOVERED IN POOR CONDITION, THE 1956 DESCRIPTION IS ADEQUATE HOWEVER
 HY0802'THE MARK HAS BEEN HIT WITH A BLUNT OBJECT, THE STAMPING IS BARELY
 HY0802'LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0440 ***********************************************************************
 HY0440  DESIGNATION -  U 109
 HY0440  PID         -  HY0440
 HY0440  STATE/COUNTY-  WV/CABELL
 HY0440  USGS QUAD   -  BARBOURSVILLE (1985)
 HY0440
 HY0440                         *CURRENT SURVEY CONTROL
 HY0440  ___________________________________________________________________
 HY0440* NAD 83(1986)-  38 26 04.     (N)    082 21 19.     (W)     SCALED    
 HY0440* NAVD 88     -       168.331  (meters)     552.27   (feet)  ADJUSTED  
 HY0440  ___________________________________________________________________
 HY0440  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HY0440  DYNAMIC HT  -         168.218 (meters)     551.90  (feet)  COMP
 HY0440  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 HY0440
 HY0440  VERT ORDER  -  FIRST     CLASS II
 HY0440
 HY0440.The horizontal coordinates were scaled from a topographic map and have
 HY0440.an estimated accuracy of +/- 6 seconds.
 HY0440
 HY0440.The orthometric height was determined by differential leveling
 HY0440.and adjusted by the National Geodetic Survey in June 1991..
 HY0440
 HY0440.The geoid height was determined by GEOID03.
 HY0440
 HY0440.The dynamic height is computed by dividing the NAVD 88
 HY0440.geopotential number by the normal gravity value computed on the
 HY0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0440.degrees latitude (g = 980.6199 gals.).
 HY0440
 HY0440.The modeled gravity was interpolated from observed gravity values.
 HY0440
 HY0440;                    North         East    Units  Estimated Accuracy
 HY0440;SPC WV S     -   160,070.      481,680.      MT  (+/- 180 meters Scaled)
 HY0440
 HY0440                          SUPERSEDED SURVEY CONTROL
 HY0440
 HY0440  NGVD 29 (??/??/92)  168.509  (m)          552.85   (f) ADJ UNCH    1 2
 HY0440
 HY0440.Superseded values are not recommended for survey control.
 HY0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0440.See file dsdata.txt to determine how the superseded data were derived.
 HY0440
 HY0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC817548(NAD 83)
 HY0440_MARKER: DB = BENCH MARK DISK
 HY0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0440_STAMPING: U 109 1956
 HY0440_MARK LOGO: CGS   
 HY0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0440+STABILITY: SURFACE MOTION
 HY0440
 HY0440  HISTORY     - Date     Condition        Report By
 HY0440  HISTORY     - 1956     MONUMENTED       CGS
 HY0440  HISTORY     - 1982     GOOD             LOCSUR
 HY0440  HISTORY     - 1984     GOOD             NGS
 HY0440
 HY0440                          STATION DESCRIPTION
 HY0440
 HY0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0440'2 MI E FROM GUYANDOT.
 HY0440'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 HY0440'AT GUYANDOT, ABOUT 0.35 MILE NORTHEAST OF CROSSING OF HIGHWAY
 HY0440'AND THE BALTIMORE AND OHIO RAILROAD, 66 FEET NORTHWEST AND ACROSS
 HY0440'TRACK FROM CENTER LINE OF HIGHWAY, 17 FEET NORTHWEST OF NORTHWEST
 HY0440'RAIL OF B. AND O. RR, 3.5 FEET SOUTHWEST OF TELEPHONE POLE NO.
 HY0440'209+26, ACROSS HIGHWAY AND TRACK FROM A POINT BETWEEN HOUSES
 HY0440'NO. 4763 AND 4765, 290 FEET NORTHEAST OF A WHISTLE POST, 40
 HY0440'FEET SOUTH OF SOUTH CORNER OF HOUSE NO. 4766, ABOUT 3 FEET
 HY0440'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 HY0440'PROJECTING 3 INCHES.
 HY0440
 HY0440                          STATION RECOVERY (1982)
 HY0440
 HY0440'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 HY0440'RECOVERED IN GOOD CONDITION.
 HY0440
 HY0440                          STATION RECOVERY (1984)
 HY0440
 HY0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1813 ***********************************************************************
 HX1813  DESIGNATION -  U 11
 HX1813  PID         -  HX1813
 HX1813  STATE/COUNTY-  WV/CLAY
 HX1813  USGS QUAD   -  IVYDALE (1975)
 HX1813
 HX1813                         *CURRENT SURVEY CONTROL
 HX1813  ___________________________________________________________________
 HX1813* NAD 83(1986)-  38 31 20.     (N)    081 01 49.     (W)     SCALED    
 HX1813* NAVD 88     -       229.873  (meters)     754.17   (feet)  ADJUSTED  
 HX1813  ___________________________________________________________________
 HX1813  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HX1813  DYNAMIC HT  -         229.716 (meters)     753.66  (feet)  COMP
 HX1813  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 HX1813
 HX1813  VERT ORDER  -  SECOND    CLASS 0
 HX1813
 HX1813.The horizontal coordinates were scaled from a topographic map and have
 HX1813.an estimated accuracy of +/- 6 seconds.
 HX1813
 HX1813.The orthometric height was determined by differential leveling
 HX1813.and adjusted by the National Geodetic Survey in June 1991..
 HX1813
 HX1813.The geoid height was determined by GEOID03.
 HX1813
 HX1813.The dynamic height is computed by dividing the NAVD 88
 HX1813.geopotential number by the normal gravity value computed on the
 HX1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1813.degrees latitude (g = 980.6199 gals.).
 HX1813
 HX1813.The modeled gravity was interpolated from observed gravity values.
 HX1813
 HX1813;                    North         East    Units  Estimated Accuracy
 HX1813;SPC WV S     -   168,950.      597,360.      MT  (+/- 180 meters Scaled)
 HX1813
 HX1813                          SUPERSEDED SURVEY CONTROL
 HX1813
 HX1813  NGVD 29 (??/??/92)  230.055  (m)          754.77   (f) ADJ UNCH    2 0
 HX1813
 HX1813.Superseded values are not recommended for survey control.
 HX1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1813.See file dsdata.txt to determine how the superseded data were derived.
 HX1813
 HX1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC973637(NAD 83)
 HX1813_MARKER: DB = BENCH MARK DISK
 HX1813_SETTING: 66 = SET IN ROCK OUTCROP
 HX1813_SP_SET: ROCK OUTCROP
 HX1813_STAMPING: U 11 1933
 HX1813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1813+STABILITY: POSITION/ELEVATION WELL
 HX1813
 HX1813  HISTORY     - Date     Condition        Report By
 HX1813  HISTORY     - 1933     MONUMENTED       CGS
 HX1813
 HX1813                          STATION DESCRIPTION
 HX1813
 HX1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1813'1.5 MI SW FROM OTTER.
 HX1813'1.5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1813'THE STATION AT OTTER, 37 RAILS WEST OF MILEPOST C 62, ON THE
 HX1813'INSIDE OF AND AT THE WEST END OF A LONG CURVE, IN THE TOP OF
 HX1813'A SMALL ROCK OUTCROP, 13 FEET SOUTH OF THE CENTERLINE OF THE
 HX1813'TRACK, AND TWO FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 HX1813'STAMPED U 11 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0294 ***********************************************************************
 HY0294  DESIGNATION -  U 110
 HY0294  PID         -  HY0294
 HY0294  STATE/COUNTY-  WV/MASON
 HY0294  USGS QUAD   -  BEECH HILL (1975)
 HY0294
 HY0294                         *CURRENT SURVEY CONTROL
 HY0294  ___________________________________________________________________
 HY0294* NAD 83(1986)-  38 47 56.     (N)    082 02 23.     (W)     SCALED    
 HY0294* NAVD 88     -       172.817  (meters)     566.98   (feet)  ADJUSTED  
 HY0294  ___________________________________________________________________
 HY0294  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HY0294  DYNAMIC HT  -         172.707 (meters)     566.62  (feet)  COMP
 HY0294  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 HY0294
 HY0294  VERT ORDER  -  SECOND    CLASS 0
 HY0294
 HY0294.The horizontal coordinates were scaled from a topographic map and have
 HY0294.an estimated accuracy of +/- 6 seconds.
 HY0294
 HY0294.The orthometric height was determined by differential leveling
 HY0294.and adjusted by the National Geodetic Survey in June 1991..
 HY0294
 HY0294.The geoid height was determined by GEOID03.
 HY0294
 HY0294.The dynamic height is computed by dividing the NAVD 88
 HY0294.geopotential number by the normal gravity value computed on the
 HY0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0294.degrees latitude (g = 980.6199 gals.).
 HY0294
 HY0294.The modeled gravity was interpolated from observed gravity values.
 HY0294
 HY0294;                    North         East    Units  Estimated Accuracy
 HY0294;SPC WV S     -   200,170.      509,680.      MT  (+/- 180 meters Scaled)
 HY0294
 HY0294                          SUPERSEDED SURVEY CONTROL
 HY0294
 HY0294  NGVD 29 (??/??/92)  173.013  (m)          567.63   (f) ADJ UNCH    2 0
 HY0294
 HY0294.Superseded values are not recommended for survey control.
 HY0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0294.See file dsdata.txt to determine how the superseded data were derived.
 HY0294
 HY0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC097949(NAD 83)
 HY0294_MARKER: DB = BENCH MARK DISK
 HY0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0294_STAMPING: U 110 1956
 HY0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0294+STABILITY: SURFACE MOTION
 HY0294
 HY0294  HISTORY     - Date     Condition        Report By
 HY0294  HISTORY     - 1956     MONUMENTED       CGS
 HY0294
 HY0294                          STATION DESCRIPTION
 HY0294
 HY0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0294'AT BRIGHTON.
 HY0294'AT BRIGHTON, ALONG THE NEW YORK CENTRAL RAILROAD, ABOUT 0.95
 HY0294'MILE SOUTHEAST OF VILLAGE OF AMBROSIA, ABOUT 0.2 MILE
 HY0294'SOUTHEAST OF MILE POST COR 75, ABOUT 0.15 MILE SOUTH OF
 HY0294'BRIGHTON METHODIST CHURCH AND CEMETERY WHICH IS LOCATED ON
 HY0294'NORTHEAST SIDE OF U.S. HIGHWAY 35, 9 FEET NORTHEAST OF NORTHEAST
 HY0294'RAIL, 95 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY 35, 81 FEET
 HY0294'SOUTH-SOUTHEAST OF SOUTH CORNER OF A LARGE TWO-STORY FRAME
 HY0294'HOUSE WHICH IS LOCATED BETWEEN TRACK AND HIGHWAY, 77 FEET
 HY0294'SOUTHEAST OF AN UNDERGROUND CISTERN WITH PUMP, 60 FEET
 HY0294'WEST-SOUTHWEST OF WEST CORNER OF A GARAGE, 14 1/2 FEET
 HY0294'SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 75/08, ABOUT 2 1/2 FEET
 HY0294'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 HY0294'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0039 ***********************************************************************
 HY0039  DESIGNATION -  U 111
 HY0039  PID         -  HY0039
 HY0039  STATE/COUNTY-  WV/MASON
 HY0039  USGS QUAD   -  GLENWOOD (1990)
 HY0039
 HY0039                         *CURRENT SURVEY CONTROL
 HY0039  ___________________________________________________________________
 HY0039* NAD 83(1986)-  38 35 18.     (N)    082 11 56.     (W)     SCALED    
 HY0039* NAVD 88     -       171.002  (meters)     561.03   (feet)  ADJUSTED  
 HY0039  ___________________________________________________________________
 HY0039  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HY0039  DYNAMIC HT  -         170.890 (meters)     560.66  (feet)  COMP
 HY0039  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 HY0039
 HY0039  VERT ORDER  -  FIRST     CLASS II
 HY0039
 HY0039.The horizontal coordinates were scaled from a topographic map and have
 HY0039.an estimated accuracy of +/- 6 seconds.
 HY0039
 HY0039.The orthometric height was determined by differential leveling
 HY0039.and adjusted by the National Geodetic Survey in June 1991..
 HY0039
 HY0039.The geoid height was determined by GEOID03.
 HY0039
 HY0039.The dynamic height is computed by dividing the NAVD 88
 HY0039.geopotential number by the normal gravity value computed on the
 HY0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0039.degrees latitude (g = 980.6199 gals.).
 HY0039
 HY0039.The modeled gravity was interpolated from observed gravity values.
 HY0039
 HY0039;                    North         East    Units  Estimated Accuracy
 HY0039;SPC WV S     -   176,970.      495,550.      MT  (+/- 180 meters Scaled)
 HY0039
 HY0039                          SUPERSEDED SURVEY CONTROL
 HY0039
 HY0039  NGVD 29 (??/??/92)  171.189  (m)          561.64   (f) ADJ UNCH    1 2
 HY0039
 HY0039.Superseded values are not recommended for survey control.
 HY0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0039.See file dsdata.txt to determine how the superseded data were derived.
 HY0039
 HY0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC955717(NAD 83)
 HY0039_MARKER: DB = BENCH MARK DISK
 HY0039_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HY0039_SP_SET: 31 FEET
 HY0039_STAMPING: U 111 1956
 HY0039_MARK LOGO: CGS   
 HY0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0039
 HY0039  HISTORY     - Date     Condition        Report By
 HY0039  HISTORY     - 1956     MONUMENTED       CGS
 HY0039  HISTORY     - 1976     GOOD             NGS
 HY0039  HISTORY     - 1984     GOOD             NGS
 HY0039
 HY0039                          STATION DESCRIPTION
 HY0039
 HY0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0039'0.8 MI SW FROM GLENWOOD.
 HY0039'ABOUT 0.8 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY0039'FROM THE ROAD CROSSING AT GLENWOOD, 16 FEET SOUTH OF SOUTH RAIL,
 HY0039'76 FEET EAST OF NORTHEAST CORNER OF A PROMINENT ROCK ABOUT 9 BY 8
 HY0039'FEET AND PROJECTING 7 FEET, 50 FEET NORTH-NORTHWEST OF NORTHEAST
 HY0039'CORNER OF GEORGE WALLACE RESIDENCE, 56 3/4 FEET NORTHEAST OF
 HY0039'NORTHWEST CORNER OF SAME HOUSE, 7 1/2 FEET EAST OF CENTER OF A STONE
 HY0039'PATH LEADING TO HOUSE, 49 FEET SOUTHEAST AND ACROSS TRACK FROM
 HY0039'TELEPHONE POLE NO. 193+15, ABOUT 3 1/2 FEET ABOVE LEVEL OF TRACK
 HY0039'AND IS A COPPER COATED STEEL ROD (DISK ON TOP) ABOUT 2 INCHES
 HY0039'UNDERGROUND AND PROTECTED BY A 4-INCH TILE WHICH IS FLUSH WITH
 HY0039'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 31 FEET.
 HY0039
 HY0039                          STATION RECOVERY (1976)
 HY0039
 HY0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0039'RECOVERED IN GOOD CONDITION.
 HY0039
 HY0039                          STATION RECOVERY (1984)
 HY0039
 HY0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2430 ***********************************************************************
 HX2430  DESIGNATION -  U 112
 HX2430  PID         -  HX2430
 HX2430  STATE/COUNTY-  WV/PUTNAM
 HX2430  USGS QUAD   -  ROBERTSBURG (1987)
 HX2430
 HX2430                         *CURRENT SURVEY CONTROL
 HX2430  ___________________________________________________________________
 HX2430* NAD 83(1986)-  38 39 29.     (N)    081 53 34.     (W)     SCALED    
 HX2430* NAVD 88     -       292.657  (meters)     960.16   (feet)  ADJUSTED  
 HX2430  ___________________________________________________________________
 HX2430  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HX2430  DYNAMIC HT  -         292.464 (meters)     959.53  (feet)  COMP
 HX2430  MODELED GRAV-     979,961.2   (mgal)                       NAVD 88
 HX2430
 HX2430  VERT ORDER  -  SECOND    CLASS 0
 HX2430
 HX2430.The horizontal coordinates were scaled from a topographic map and have
 HX2430.an estimated accuracy of +/- 6 seconds.
 HX2430
 HX2430.The orthometric height was determined by differential leveling
 HX2430.and adjusted by the National Geodetic Survey in June 1991..
 HX2430
 HX2430.The geoid height was determined by GEOID03.
 HX2430
 HX2430.The dynamic height is computed by dividing the NAVD 88
 HX2430.geopotential number by the normal gravity value computed on the
 HX2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2430.degrees latitude (g = 980.6199 gals.).
 HX2430
 HX2430.The modeled gravity was interpolated from observed gravity values.
 HX2430
 HX2430;                    North         East    Units  Estimated Accuracy
 HX2430;SPC WV S     -   184,400.      522,300.      MT  (+/- 180 meters Scaled)
 HX2430
 HX2430                          SUPERSEDED SURVEY CONTROL
 HX2430
 HX2430  NGVD 29 (??/??/92)  292.856  (m)          960.81   (f) ADJ UNCH    2 0
 HX2430
 HX2430.Superseded values are not recommended for survey control.
 HX2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2430.See file dsdata.txt to determine how the superseded data were derived.
 HX2430
 HX2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC223792(NAD 83)
 HX2430_MARKER: DB = BENCH MARK DISK
 HX2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2430_STAMPING: U 112 1956
 HX2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2430+STABILITY: SURFACE MOTION
 HX2430
 HX2430  HISTORY     - Date     Condition        Report By
 HX2430  HISTORY     - 1956     MONUMENTED       CGS
 HX2430  HISTORY     - 1976     GOOD             NGS
 HX2430
 HX2430                          STATION DESCRIPTION
 HX2430
 HX2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2430'4.9 MI E FROM ROBERTSBURG.
 HX2430'ABOUT 4.9 MILES EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HX2430'U.S. HIGHWAY 35 AND NORTH END OF HIGHWAY BRIDGE OVER EIGHTEENMILE
 HX2430'CREEK AT ROBERTSBURG, ABOUT 0.55 MILE SOUTHEAST OF MANILA CHAPEL
 HX2430'EUB CHURCH, 25 FEET SOUTH OF CENTER LINE OF ROAD, 44 FEET SOUTHWEST
 HX2430'OF CENTER OF JUNCTION OF ROAD AND A DIRT ROAD LEADING SOUTHWEST AND
 HX2430'SOUTH, 56 FEET EAST OF A LONE 20-INCH OAK TREE, 31 FEET NORTHWEST
 HX2430'OF CENTER LINE OF ROAD SOUTHWEST, 23 FEET EAST OF POWER POLE NO.
 HX2430'47-3266/9-75-C-18, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 HX2430'POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 HX2430'CONCRETE POST PROJECTING 4 INCHES.
 HX2430
 HX2430                          STATION RECOVERY (1976)
 HX2430
 HX2430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2399 ***********************************************************************
 HX2399  DESIGNATION -  U 113
 HX2399  PID         -  HX2399
 HX2399  STATE/COUNTY-  WV/PUTNAM
 HX2399  USGS QUAD   -  WINFIELD (1989)
 HX2399
 HX2399                         *CURRENT SURVEY CONTROL
 HX2399  ___________________________________________________________________
 HX2399* NAD 83(1986)-  38 32 52.     (N)    081 53 21.     (W)     SCALED    
 HX2399* NAVD 88     -       220.668  (meters)     723.97   (feet)  ADJUSTED  
 HX2399  ___________________________________________________________________
 HX2399  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HX2399  DYNAMIC HT  -         220.520 (meters)     723.49  (feet)  COMP
 HX2399  MODELED GRAV-     979,951.4   (mgal)                       NAVD 88
 HX2399
 HX2399  VERT ORDER  -  SECOND    CLASS 0
 HX2399
 HX2399.The horizontal coordinates were scaled from a topographic map and have
 HX2399.an estimated accuracy of +/- 6 seconds.
 HX2399
 HX2399.The orthometric height was determined by differential leveling
 HX2399.and adjusted by the National Geodetic Survey in June 1991..
 HX2399
 HX2399.The geoid height was determined by GEOID03.
 HX2399
 HX2399.The dynamic height is computed by dividing the NAVD 88
 HX2399.geopotential number by the normal gravity value computed on the
 HX2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2399.degrees latitude (g = 980.6199 gals.).
 HX2399
 HX2399.The modeled gravity was interpolated from observed gravity values.
 HX2399
 HX2399;                    North         East    Units  Estimated Accuracy
 HX2399;SPC WV S     -   172,160.      522,490.      MT  (+/- 180 meters Scaled)
 HX2399
 HX2399                          SUPERSEDED SURVEY CONTROL
 HX2399
 HX2399  NGVD 29 (??/??/92)  220.868  (m)          724.63   (f) ADJ UNCH    2 0
 HX2399
 HX2399.Superseded values are not recommended for survey control.
 HX2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2399.See file dsdata.txt to determine how the superseded data were derived.
 HX2399
 HX2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC225669(NAD 83)
 HX2399_MARKER: DB = BENCH MARK DISK
 HX2399_SETTING: 66 = SET IN ROCK OUTCROP
 HX2399_SP_SET: ROCK OUTCROP
 HX2399_STAMPING: U 113 1956
 HX2399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2399+STABILITY: POSITION/ELEVATION WELL
 HX2399
 HX2399  HISTORY     - Date     Condition        Report By
 HX2399  HISTORY     - 1956     MONUMENTED       CGS
 HX2399
 HX2399                          STATION DESCRIPTION
 HX2399
 HX2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2399'0.3 MI NE FROM RED HOUSE.
 HX2399'ABOUT 0.3 MILE NORTHEAST ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 HX2399'OF U.S. HIGHWAY 35 AT RED HOUSE, SET VERTICALLY IN FACE OF A ROCK
 HX2399'OUTCROP IN A DEEP ROCKY CUT, 23 FEET NORTH OF CENTER LINE OF
 HX2399'HIGHWAY, 136 FEET EAST OF CENTER OF A SHARP CURVE WITH TANGENTS
 HX2399'EXTENDING SOUTH AND EAST, 57 FEET EAST OF AN 18-INCH OAK TREE,
 HX2399'24 FEET EAST OF WEST END OF OUTCROP IN CUT AND ABOUT 5 1/2 FEET
 HX2399'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2598 ***********************************************************************
 HX2598  DESIGNATION -  U 114
 HX2598  PID         -  HX2598
 HX2598  STATE/COUNTY-  WV/MASON
 HX2598  USGS QUAD   -  ROBERTSBURG (1987)
 HX2598
 HX2598                         *CURRENT SURVEY CONTROL
 HX2598  ___________________________________________________________________
 HX2598* NAD 83(1986)-  38 43 00.     (N)    081 58 07.     (W)     SCALED    
 HX2598* NAVD 88     -       172.680  (meters)     566.53   (feet)  ADJUSTED  
 HX2598  ___________________________________________________________________
 HX2598  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HX2598  DYNAMIC HT  -         172.568 (meters)     566.17  (feet)  COMP
 HX2598  MODELED GRAV-     979,975.1   (mgal)                       NAVD 88
 HX2598
 HX2598  VERT ORDER  -  SECOND    CLASS 0
 HX2598
 HX2598.The horizontal coordinates were scaled from a topographic map and have
 HX2598.an estimated accuracy of +/- 6 seconds.
 HX2598
 HX2598.The orthometric height was determined by differential leveling
 HX2598.and adjusted by the National Geodetic Survey in June 1991..
 HX2598
 HX2598.The geoid height was determined by GEOID03.
 HX2598
 HX2598.The dynamic height is computed by dividing the NAVD 88
 HX2598.geopotential number by the normal gravity value computed on the
 HX2598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2598.degrees latitude (g = 980.6199 gals.).
 HX2598
 HX2598.The modeled gravity was interpolated from observed gravity values.
 HX2598
 HX2598;                    North         East    Units  Estimated Accuracy
 HX2598;SPC WV S     -   190,980.      515,760.      MT  (+/- 180 meters Scaled)
 HX2598
 HX2598                          SUPERSEDED SURVEY CONTROL
 HX2598
 HX2598  NGVD 29 (??/??/92)  172.880  (m)          567.19   (f) ADJ UNCH    2 0
 HX2598
 HX2598.Superseded values are not recommended for survey control.
 HX2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2598.See file dsdata.txt to determine how the superseded data were derived.
 HX2598
 HX2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC157857(NAD 83)
 HX2598_MARKER: DB = BENCH MARK DISK
 HX2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2598_STAMPING: U 114 1956
 HX2598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2598+STABILITY: SURFACE MOTION
 HX2598
 HX2598  HISTORY     - Date     Condition        Report By
 HX2598  HISTORY     - 1956     MONUMENTED       CGS
 HX2598
 HX2598                          STATION DESCRIPTION
 HX2598
 HX2598'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2598'AT SOUTHSIDE.
 HX2598'AT SOUTHSIDE, ALONG STATE HIGHWAY 17, ABOUT 90 YARDS NORTH OF
 HX2598'HIGHWAY BRIDGE OVER LITTLE SIXTEEN MILE CREEK, AT CROSSROADS,
 HX2598'34 FEET EAST OF CENTER LINE OF HIGHWAY, 32 FEET NORTH OF CENTER
 HX2598'LINE OF EAST-WEST ROAD (EAST TO KANAWAH RIVER AND WEST TO ARLEE),
 HX2598'ABOUT 100 YARDS EAST AND ACROSS HIGHWAY FROM HARMONY BAPTIST
 HX2598'CHURCH, 126 FEET EAST-SOUTHEAST AND ACROSS HIGHWAY FROM SOUTHEAST
 HX2598'CORNER OF BAIRDS GROCERY STORE, 20 FEET NORTH OF POWER POLE
 HX2598'NO. 901, 12 FEET NORTH OF A FARM GATE, 1 1/2 FEET WEST OF A FENCE
 HX2598'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 HX2598'WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX2598'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0476 ***********************************************************************
 HY0476  DESIGNATION -  U 116
 HY0476  PID         -  HY0476
 HY0476  STATE/COUNTY-  WV/CABELL
 HY0476  USGS QUAD   -  MILTON (1989)
 HY0476
 HY0476                         *CURRENT SURVEY CONTROL
 HY0476  ___________________________________________________________________
 HY0476* NAD 83(1986)-  38 26 09.     (N)    082 09 49.     (W)     SCALED    
 HY0476* NAVD 88     -       177.900  (meters)     583.66   (feet)  ADJUSTED  
 HY0476  ___________________________________________________________________
 HY0476  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY0476  DYNAMIC HT  -         177.779 (meters)     583.26  (feet)  COMP
 HY0476  MODELED GRAV-     979,947.2   (mgal)                       NAVD 88
 HY0476
 HY0476  VERT ORDER  -  SECOND    CLASS 0
 HY0476
 HY0476.The horizontal coordinates were scaled from a topographic map and have
 HY0476.an estimated accuracy of +/- 6 seconds.
 HY0476
 HY0476.The orthometric height was determined by differential leveling
 HY0476.and adjusted by the National Geodetic Survey in June 1991..
 HY0476
 HY0476.The geoid height was determined by GEOID03.
 HY0476
 HY0476.The dynamic height is computed by dividing the NAVD 88
 HY0476.geopotential number by the normal gravity value computed on the
 HY0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0476.degrees latitude (g = 980.6199 gals.).
 HY0476
 HY0476.The modeled gravity was interpolated from observed gravity values.
 HY0476
 HY0476;                    North         East    Units  Estimated Accuracy
 HY0476;SPC WV S     -   160,000.      498,410.      MT  (+/- 180 meters Scaled)
 HY0476
 HY0476                          SUPERSEDED SURVEY CONTROL
 HY0476
 HY0476  NGVD 29 (??/??/92)  178.085  (m)          584.27   (f) ADJ UNCH    2 0
 HY0476
 HY0476.Superseded values are not recommended for survey control.
 HY0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0476.See file dsdata.txt to determine how the superseded data were derived.
 HY0476
 HY0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC984548(NAD 83)
 HY0476_MARKER: DB = BENCH MARK DISK
 HY0476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0476_SP_SET: SIGNAL TOWER CONCRETE BASE
 HY0476_STAMPING: U 116 1956
 HY0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0476
 HY0476  HISTORY     - Date     Condition        Report By
 HY0476  HISTORY     - 1956     MONUMENTED       CGS
 HY0476
 HY0476                          STATION DESCRIPTION
 HY0476
 HY0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0476'1.8 MI SE FROM YATES.
 HY0476'ABOUT 1.85 MILES EAST AND SOUTHEAST ALONG THE CHESAPEAKE AND
 HY0476'OHIO RAILWAY FROM THE ROAD CROSSING AT YATES, ABOUT 1.65 MILES
 HY0476'NORTHWEST OF THE STATION AT MILTON, 508 YARDS SOUTHEAST OF MILE
 HY0476'POST 488, SET VERTICALLY 1.8 FEET ABOVE GROUND IN THE SOUTHEAST
 HY0476'FACE OF THE CONCRETE BASE OF SOUTHWEST LEG OF SIGNAL TOWER
 HY0476'NO. 4877-4888, 9 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL OF THE
 HY0476'SOUTHWEST TRACK AND 1/3 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0620 ***********************************************************************
 HY0620  DESIGNATION -  U 117
 HY0620  PID         -  HY0620
 HY0620  STATE/COUNTY-  WV/CABELL
 HY0620  USGS QUAD   -  MILTON (1989)
 HY0620
 HY0620                         *CURRENT SURVEY CONTROL
 HY0620  ___________________________________________________________________
 HY0620* NAD 83(1986)-  38 29 53.     (N)    082 08 42.     (W)     SCALED    
 HY0620* NAVD 88     -       222.721  (meters)     730.71   (feet)  POSTED    
 HY0620  ___________________________________________________________________
 HY0620  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HY0620  DYNAMIC HT  -         222.570 (meters)     730.22  (feet)  COMP
 HY0620  MODELED GRAV-     979,949.6   (mgal)                       NAVD 88
 HY0620
 HY0620  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0620
 HY0620.The horizontal coordinates were scaled from a topographic map and have
 HY0620.an estimated accuracy of +/- 6 seconds.
 HY0620
 HY0620.The orthometric height was determined by differential leveling
 HY0620.and adjusted by the National Geodetic Survey in 1992..
 HY0620.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0620.rate of 0.0 thru 1.0 mm/km.
 HY0620
 HY0620.The geoid height was determined by GEOID03.
 HY0620
 HY0620.The dynamic height is computed by dividing the NAVD 88
 HY0620.geopotential number by the normal gravity value computed on the
 HY0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0620.degrees latitude (g = 980.6199 gals.).
 HY0620
 HY0620.The modeled gravity was interpolated from observed gravity values.
 HY0620
 HY0620;                    North         East    Units  Estimated Accuracy
 HY0620;SPC WV S     -   166,890.      500,120.      MT  (+/- 180 meters Scaled)
 HY0620
 HY0620                          SUPERSEDED SURVEY CONTROL
 HY0620
 HY0620  NGVD 29 (??/??/92)  222.901  (m)          731.30   (f) ADJ UNCH    2 0
 HY0620
 HY0620.Superseded values are not recommended for survey control.
 HY0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0620.See file dsdata.txt to determine how the superseded data were derived.
 HY0620
 HY0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC001616(NAD 83)
 HY0620_MARKER: DB = BENCH MARK DISK
 HY0620_SETTING: 66 = SET IN ROCK OUTCROP
 HY0620_SP_SET: ROCK CUT
 HY0620_STAMPING: U 117 1956
 HY0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0620+STABILITY: POSITION/ELEVATION WELL
 HY0620
 HY0620  HISTORY     - Date     Condition        Report By
 HY0620  HISTORY     - 1956     MONUMENTED       CGS
 HY0620
 HY0620                          STATION DESCRIPTION
 HY0620
 HY0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0620'6.5 MI NE FROM YATES.
 HY0620'ABOUT 0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 HY0620'OF THE CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 1.5
 HY0620'MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 3.15
 HY0620'MILES NORTH AND NORTHEAST ALONG A GRAVEL ROAD FOLLOWING LOWER CREEK,
 HY0620'THENCE ABOUT 1.5 MILES NORTH AND NORTHEAST ALONG A BLACK TOP
 HY0620'ROAD, ABOUT 0.35 MILE SOUTH OF CROSSROADS AT DUDLEY GAP, ABOUT
 HY0620'0.1 MILE NORTH-NORTHWEST OF A SMALL STORE AND A CULVERT FOR A
 HY0620'CREEK BRANCH, 45 YARDS SOUTHEAST OF A FOOT BRIDGE TO HOUSE NO. 2678,
 HY0620'SET VERTICALLY IN THE WEST-SOUTHWEST FACE OF A 6-FOOT HIGH SOLID
 HY0620'LAYER OF ROCK AT BOTTOM OF A 12-FOOT WEST-SOUTHWEST FACE OF A
 HY0620'6-FOOT HIGH SOLID LAYER OF ROCK AT BOTTOM OF A 12-FOOT HIGH CUT,
 HY0620'ABOUT 25 YARDS NORTH-NORTHWEST OF SOUTH-SOUTHEAST END OF ROCKY PART
 HY0620'OF CUT, 14 1/2 FEET EAST-NORTHEAST OF CENTER LINE OF ROAD, 52 FEET
 HY0620'AND ACROSS ROAD FROM EAST CORNER OF A 1-STORY HOUSE AND ABOUT
 HY0620'2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0033 ***********************************************************************
 HY0033  DESIGNATION -  U 118
 HY0033  PID         -  HY0033
 HY0033  STATE/COUNTY-  WV/MASON
 HY0033  USGS QUAD   -  APPLE GROVE (1987)
 HY0033
 HY0033                         *CURRENT SURVEY CONTROL
 HY0033  ___________________________________________________________________
 HY0033* NAD 83(1986)-  38 37 31.     (N)    082 09 54.     (W)     SCALED    
 HY0033* NAVD 88     -       170.826  (meters)     560.45   (feet)  ADJUSTED  
 HY0033  ___________________________________________________________________
 HY0033  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HY0033  DYNAMIC HT  -         170.715 (meters)     560.09  (feet)  COMP
 HY0033  MODELED GRAV-     979,972.1   (mgal)                       NAVD 88
 HY0033
 HY0033  VERT ORDER  -  FIRST     CLASS II
 HY0033
 HY0033.The horizontal coordinates were scaled from a topographic map and have
 HY0033.an estimated accuracy of +/- 6 seconds.
 HY0033
 HY0033.The orthometric height was determined by differential leveling
 HY0033.and adjusted by the National Geodetic Survey in June 1991..
 HY0033
 HY0033.The geoid height was determined by GEOID03.
 HY0033
 HY0033.The dynamic height is computed by dividing the NAVD 88
 HY0033.geopotential number by the normal gravity value computed on the
 HY0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0033.degrees latitude (g = 980.6199 gals.).
 HY0033
 HY0033.The modeled gravity was interpolated from observed gravity values.
 HY0033
 HY0033;                    North         East    Units  Estimated Accuracy
 HY0033;SPC WV S     -   181,030.      498,560.      MT  (+/- 180 meters Scaled)
 HY0033
 HY0033                          SUPERSEDED SURVEY CONTROL
 HY0033
 HY0033  NGVD 29 (??/??/92)  171.018  (m)          561.08   (f) ADJ UNCH    1 2
 HY0033
 HY0033.Superseded values are not recommended for survey control.
 HY0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0033.See file dsdata.txt to determine how the superseded data were derived.
 HY0033
 HY0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC985758(NAD 83)
 HY0033_MARKER: DB = BENCH MARK DISK
 HY0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0033_STAMPING: U 118 1956
 HY0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0033+STABILITY: SURFACE MOTION
 HY0033
 HY0033  HISTORY     - Date     Condition        Report By
 HY0033  HISTORY     - 1956     MONUMENTED       CGS
 HY0033  HISTORY     - 1976     GOOD             NGS
 HY0033  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0033
 HY0033                          STATION DESCRIPTION
 HY0033
 HY0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0033'AT ASHTON.
 HY0033'AT ASHTON, ABOUT 0.1 MILE NORTH OF THE CROSSING OF STATE HIGHWAY
 HY0033'2 AND THE BALTIMORE AND OHIO RAILROAD, 33 3/4 FEET EAST OF
 HY0033'EAST RAIL, 77 FEET WEST OF CENTER LINE OF HIGHWAY 2, 72 FEET
 HY0033'EAST-SOUTHEAST AND ACROSS TRACK FROM THE 4TH TELEPHONE POLE NORTH
 HY0033'OF MILE POST 190, 5 FEET NORTHWEST OF A LONE 16-INCH WILD CHERRY
 HY0033'TREE, 3 FEET WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 HY0033'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND SET IN THE
 HY0033'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HY0033
 HY0033                          STATION RECOVERY (1976)
 HY0033
 HY0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0033'RECOVERED IN GOOD CONDITION.
 HY0033
 HY0033                          STATION RECOVERY (1984)
 HY0033
 HY0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0033'NOT RECOVERED, THE DESCRIPTION IS NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0228 ***********************************************************************
 HY0228  DESIGNATION -  U 119
 HY0228  PID         -  HY0228
 HY0228  STATE/COUNTY-  WV/MASON
 HY0228  USGS QUAD   -  GLENWOOD (1990)
 HY0228
 HY0228                         *CURRENT SURVEY CONTROL
 HY0228  ___________________________________________________________________
 HY0228* NAD 83(1986)-  38 34 03.     (N)    082 07 45.     (W)     SCALED    
 HY0228* NAVD 88     -       228.333  (meters)     749.12   (feet)  POSTED    
 HY0228  ___________________________________________________________________
 HY0228  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HY0228  DYNAMIC HT  -         228.180 (meters)     748.62  (feet)  COMP
 HY0228  MODELED GRAV-     979,956.8   (mgal)                       NAVD 88
 HY0228
 HY0228  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0228
 HY0228.The horizontal coordinates were scaled from a topographic map and have
 HY0228.an estimated accuracy of +/- 6 seconds.
 HY0228
 HY0228.The orthometric height was determined by differential leveling
 HY0228.and adjusted by the National Geodetic Survey in 1992..
 HY0228.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0228.rate of 0.0 thru 1.0 mm/km.
 HY0228
 HY0228.The geoid height was determined by GEOID03.
 HY0228
 HY0228.The dynamic height is computed by dividing the NAVD 88
 HY0228.geopotential number by the normal gravity value computed on the
 HY0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0228.degrees latitude (g = 980.6199 gals.).
 HY0228
 HY0228.The modeled gravity was interpolated from observed gravity values.
 HY0228
 HY0228;                    North         East    Units  Estimated Accuracy
 HY0228;SPC WV S     -   174,580.      501,600.      MT  (+/- 180 meters Scaled)
 HY0228
 HY0228                          SUPERSEDED SURVEY CONTROL
 HY0228
 HY0228  NGVD 29 (??/??/92)  228.513  (m)          749.71   (f) ADJ UNCH    2 0
 HY0228
 HY0228.Superseded values are not recommended for survey control.
 HY0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0228.See file dsdata.txt to determine how the superseded data were derived.
 HY0228
 HY0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC016693(NAD 83)
 HY0228_MARKER: DB = BENCH MARK DISK
 HY0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0228_STAMPING: U 119 1956
 HY0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0228+STABILITY: SURFACE MOTION
 HY0228
 HY0228  HISTORY     - Date     Condition        Report By
 HY0228  HISTORY     - 1956     MONUMENTED       CGS
 HY0228  HISTORY     - 1976     GOOD             NGS
 HY0228
 HY0228                          STATION DESCRIPTION
 HY0228
 HY0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0228'4.5 MI SE FROM GLENWOOD.
 HY0228'4.5 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HY0228'STATE HIGHWAY 2 AND POST OFFICE AT GLENWOOD, ABOUT 0.45 MILE
 HY0228'SOUTHEAST OF JUNCTION OF A ROAD SOUTH ALONG KNIFE BRANCH, ABOUT
 HY0228'0.2 MILE SOUTHEAST OF JUNCTION OF A ROAD NORTHEAST, ABOUT 0.75
 HY0228'MILE NORTHWEST OF FAIRFIELD METHODIST CHURCH, 74 FEET EAST AND
 HY0228'ACROSS A DRIVE FROM CENTER LINE OF ROAD, 107 FEET EAST-SOUTHEAST
 HY0228'OF CENTER OF JUNCTION OF ROAD AND A DIRT ROAD WEST, 58 1/2 FEET
 HY0228'WEST OF SOUTHWEST OF AN UNOCCUPIED STORE BUILDING, 12 FEET
 HY0228'NORTH-NORTHEAST OF CENTER LINE OF DRIVE, 7 FEET SOUTHWEST OF A
 HY0228'FENCE CORNER, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HY0228'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY0228'2 INCHES.
 HY0228
 HY0228                          STATION RECOVERY (1976)
 HY0228
 HY0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1573 ***********************************************************************
 HX1573  DESIGNATION -  U 12
 HX1573  PID         -  HX1573
 HX1573  STATE/COUNTY-  WV/BRAXTON
 HX1573  USGS QUAD   -  ERBACON (1976)
 HX1573
 HX1573                         *CURRENT SURVEY CONTROL
 HX1573  ___________________________________________________________________
 HX1573* NAD 83(1986)-  38 36 46.     (N)    080 34 05.     (W)     SCALED    
 HX1573* NAVD 88     -       288.496  (meters)     946.51   (feet)  ADJUSTED  
 HX1573  ___________________________________________________________________
 HX1573  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HX1573  DYNAMIC HT  -         288.297 (meters)     945.85  (feet)  COMP
 HX1573  MODELED GRAV-     979,931.0   (mgal)                       NAVD 88
 HX1573
 HX1573  VERT ORDER  -  SECOND    CLASS 0
 HX1573
 HX1573.The horizontal coordinates were scaled from a topographic map and have
 HX1573.an estimated accuracy of +/- 6 seconds.
 HX1573
 HX1573.The orthometric height was determined by differential leveling
 HX1573.and adjusted by the National Geodetic Survey in June 1991..
 HX1573
 HX1573.The geoid height was determined by GEOID03.
 HX1573
 HX1573.The dynamic height is computed by dividing the NAVD 88
 HX1573.geopotential number by the normal gravity value computed on the
 HX1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1573.degrees latitude (g = 980.6199 gals.).
 HX1573
 HX1573.The modeled gravity was interpolated from observed gravity values.
 HX1573
 HX1573;                    North         East    Units  Estimated Accuracy
 HX1573;SPC WV S     -   179,090.      637,620.      MT  (+/- 180 meters Scaled)
 HX1573
 HX1573                          SUPERSEDED SURVEY CONTROL
 HX1573
 HX1573  NGVD 29 (??/??/92)  288.662  (m)          947.05   (f) ADJ UNCH    2 0
 HX1573
 HX1573.Superseded values are not recommended for survey control.
 HX1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1573.See file dsdata.txt to determine how the superseded data were derived.
 HX1573
 HX1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC376738(NAD 83)
 HX1573_MARKER: DB = BENCH MARK DISK
 HX1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1573+STABILITY: SURFACE MOTION
 HX1573
 HX1573  HISTORY     - Date     Condition        Report By
 HX1573  HISTORY     - UNK      MONUMENTED       CGS
 HX1573  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1573
 HX1573                          STATION DESCRIPTION
 HX1573
 HX1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1573'AT CENTRALIA.
 HX1573'AT CENTRALIA, BRAXTON COUNTY, 3.5 RAILS SOUTH OF THE SOUTH END
 HX1573'OF THE BALTIMORE AND OHIO RAILROAD STATION, 8 YARDS EAST OF THE
 HX1573'CENTERLINE OF THE MAIN TRACK, AND LEVEL WITH THE TRACK, AND
 HX1573'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0948 ***********************************************************************
 KY0948  DESIGNATION -  U 120
 KY0948  PID         -  KY0948
 KY0948  STATE/COUNTY-  WV/OHIO
 KY0948  USGS QUAD   -  BETHANY (1981)
 KY0948
 KY0948                         *CURRENT SURVEY CONTROL
 KY0948  ___________________________________________________________________
 KY0948* NAD 83(1986)-  40 10 10.     (N)    080 35 55.     (W)     SCALED    
 KY0948* NAVD 88     -       366.413  (meters)    1202.14   (feet)  ADJUSTED  
 KY0948  ___________________________________________________________________
 KY0948  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY0948  DYNAMIC HT  -         366.214 (meters)    1201.49  (feet)  COMP
 KY0948  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 KY0948
 KY0948  VERT ORDER  -  SECOND    CLASS 0
 KY0948
 KY0948.The horizontal coordinates were scaled from a topographic map and have
 KY0948.an estimated accuracy of +/- 6 seconds.
 KY0948
 KY0948.The orthometric height was determined by differential leveling
 KY0948.and adjusted by the National Geodetic Survey in June 1991..
 KY0948
 KY0948.The geoid height was determined by GEOID03.
 KY0948
 KY0948.The dynamic height is computed by dividing the NAVD 88
 KY0948.geopotential number by the normal gravity value computed on the
 KY0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0948.degrees latitude (g = 980.6199 gals.).
 KY0948
 KY0948.The modeled gravity was interpolated from observed gravity values.
 KY0948
 KY0948;                    North         East    Units  Estimated Accuracy
 KY0948;SPC WV N     -   185,920.      506,420.      MT  (+/- 180 meters Scaled)
 KY0948
 KY0948                          SUPERSEDED SURVEY CONTROL
 KY0948
 KY0948  NGVD 29 (??/??/92)  366.584  (m)         1202.70   (f) ADJ UNCH    2 0
 KY0948
 KY0948.Superseded values are not recommended for survey control.
 KY0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0948.See file dsdata.txt to determine how the superseded data were derived.
 KY0948
 KY0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE341466(NAD 83)
 KY0948_MARKER: DB = BENCH MARK DISK
 KY0948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0948_SP_SET: BUILDING
 KY0948_STAMPING: U 120 1957
 KY0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0948
 KY0948  HISTORY     - Date     Condition        Report By
 KY0948  HISTORY     - 1957     MONUMENTED       CGS
 KY0948
 KY0948                          STATION DESCRIPTION
 KY0948
 KY0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0948'AT WEST LIBERTY.
 KY0948'AT WEST LIBERTY, SET VERTICALLY IN THE SOUTH BRICK FACE AND NEAR
 KY0948'THE SOUTHWEST CORNER OF THE WEST LIBERTY HIGH SCHOOL GYMNASIUM
 KY0948'BUILDING, 80 1/2 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 KY0948'88, 1.4 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING AND 2
 KY0948'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0789 ***********************************************************************
 JX0789  DESIGNATION -  U 121
 JX0789  PID         -  JX0789
 JX0789  STATE/COUNTY-  WV/MARSHALL
 JX0789  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0789
 JX0789                         *CURRENT SURVEY CONTROL
 JX0789  ___________________________________________________________________
 JX0789* NAD 83(1986)-  39 58 40.     (N)    080 38 25.     (W)     SCALED    
 JX0789* NAVD 88     -       249.049  (meters)     817.09   (feet)  ADJUSTED  
 JX0789  ___________________________________________________________________
 JX0789  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX0789  DYNAMIC HT  -         248.902 (meters)     816.61  (feet)  COMP
 JX0789  MODELED GRAV-     980,029.4   (mgal)                       NAVD 88
 JX0789
 JX0789  VERT ORDER  -  SECOND    CLASS 0
 JX0789
 JX0789.The horizontal coordinates were scaled from a topographic map and have
 JX0789.an estimated accuracy of +/- 6 seconds.
 JX0789
 JX0789.The orthometric height was determined by differential leveling
 JX0789.and adjusted by the National Geodetic Survey in June 1991..
 JX0789
 JX0789.The geoid height was determined by GEOID03.
 JX0789
 JX0789.The dynamic height is computed by dividing the NAVD 88
 JX0789.geopotential number by the normal gravity value computed on the
 JX0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0789.degrees latitude (g = 980.6199 gals.).
 JX0789
 JX0789.The modeled gravity was interpolated from observed gravity values.
 JX0789
 JX0789;                    North         East    Units  Estimated Accuracy
 JX0789;SPC WV N     -   164,680.      502,600.      MT  (+/- 180 meters Scaled)
 JX0789
 JX0789                          SUPERSEDED SURVEY CONTROL
 JX0789
 JX0789  NGVD 29 (??/??/92)  249.192  (m)          817.56   (f) ADJ UNCH    2 0
 JX0789
 JX0789.Superseded values are not recommended for survey control.
 JX0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0789.See file dsdata.txt to determine how the superseded data were derived.
 JX0789
 JX0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE307253(NAD 83)
 JX0789_MARKER: DB = BENCH MARK DISK
 JX0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0789_STAMPING: U 121 1957
 JX0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0789+STABILITY: SURFACE MOTION
 JX0789
 JX0789  HISTORY     - Date     Condition        Report By
 JX0789  HISTORY     - 1957     MONUMENTED       CGS
 JX0789  HISTORY     - 1983     GOOD             NGS
 JX0789
 JX0789                          STATION DESCRIPTION
 JX0789
 JX0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0789'6.6 MI S FROM ELM GROVE.
 JX0789'ABOUT 6.6 MILES SOUTH ALONG A BLACK TOP ROAD FOLLOWING WHEELING
 JX0789'CREEK FROM THE PUBLIC SCHOOL AT ELM GROVE, AT THE JUNCTION OF A DIRT
 JX0789'ROAD LEADING WEST AND DOWN HILL, ABOUT 0.05 MILE EAST OF A
 JX0789'1 1/2-STORY FRAME HOUSE, 24 FEET WEST OF CENTER LINE OF BLACK
 JX0789'TOP ROAD, 24 FEET SOUTHEAST OF CENTER LINE OF DIRT ROAD, 3 FEET
 JX0789'NORTHWEST OF A FENCE CORNER, ABOUT 2 FEET ABOVE LEVEL OF DIRT
 JX0789'ROAD, 2 FEET SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT 4 FEET
 JX0789'BELOW LEVEL OF BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE
 JX0789'POST PROJECITNG 3 INCHES.
 JX0789
 JX0789                          STATION RECOVERY (1983)
 JX0789
 JX0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0783 ***********************************************************************
 JX0783  DESIGNATION -  U 122
 JX0783  PID         -  JX0783
 JX0783  STATE/COUNTY-  WV/MARSHALL
 JX0783  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0783
 JX0783                         *CURRENT SURVEY CONTROL
 JX0783  ___________________________________________________________________
 JX0783* NAD 83(1986)-  39 58 34.     (N)    080 40 05.     (W)     SCALED    
 JX0783* NAVD 88     -       382.864  (meters)    1256.11   (feet)  ADJUSTED  
 JX0783  ___________________________________________________________________
 JX0783  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JX0783  DYNAMIC HT  -         382.639 (meters)    1255.37  (feet)  COMP
 JX0783  MODELED GRAV-     980,027.8   (mgal)                       NAVD 88
 JX0783
 JX0783  VERT ORDER  -  SECOND    CLASS 0
 JX0783
 JX0783.The horizontal coordinates were scaled from a topographic map and have
 JX0783.an estimated accuracy of +/- 6 seconds.
 JX0783
 JX0783.The orthometric height was determined by differential leveling
 JX0783.and adjusted by the National Geodetic Survey in June 1991..
 JX0783
 JX0783.The geoid height was determined by GEOID03.
 JX0783
 JX0783.The dynamic height is computed by dividing the NAVD 88
 JX0783.geopotential number by the normal gravity value computed on the
 JX0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0783.degrees latitude (g = 980.6199 gals.).
 JX0783
 JX0783.The modeled gravity was interpolated from observed gravity values.
 JX0783
 JX0783;                    North         East    Units  Estimated Accuracy
 JX0783;SPC WV N     -   164,530.      500,230.      MT  (+/- 180 meters Scaled)
 JX0783
 JX0783                          SUPERSEDED SURVEY CONTROL
 JX0783
 JX0783  NGVD 29 (??/??/92)  383.008  (m)         1256.59   (f) ADJ UNCH    2 0
 JX0783
 JX0783.Superseded values are not recommended for survey control.
 JX0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0783.See file dsdata.txt to determine how the superseded data were derived.
 JX0783
 JX0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE283251(NAD 83)
 JX0783_MARKER: DB = BENCH MARK DISK
 JX0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0783_STAMPING: U 122 1957
 JX0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0783+STABILITY: SURFACE MOTION
 JX0783
 JX0783  HISTORY     - Date     Condition        Report By
 JX0783  HISTORY     - 1957     MONUMENTED       CGS
 JX0783  HISTORY     - 1983     GOOD             NGS
 JX0783
 JX0783                          STATION DESCRIPTION
 JX0783
 JX0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0783'1.2 MI SE FROM SHERRARD.
 JX0783'ABOUT 1.15 MILES SOUTHEAST ALONG STATE HIGHWAY 88 FROM THE
 JX0783'SCHOOL AT SHERRARD, AT THE JUNCTION OF HANLAN HILL ROAD LEADING
 JX0783'EAST, 61 FEET WEST OF CENTER OF JUNCTION, 36 FEET SOUTHWEST
 JX0783'OF CENTER LINE OF HIGHWAY, 3 FEET NORTHWEST OF POWER AND TELEPHONE
 JX0783'POLE NO. 9-6, 12 1/2 FEET NORTH OF NORTHEAST CORNER OF STEEL
 JX0783'FENCE AROUND A POWER TRANSFORMER STATION, ABOUT 1 1/2 FEET BELOW
 JX0783'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX0783'3 INCHES.
 JX0783
 JX0783                          STATION RECOVERY (1983)
 JX0783
 JX0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0781 ***********************************************************************
 JX0781  DESIGNATION -  U 123
 JX0781  PID         -  JX0781
 JX0781  STATE/COUNTY-  WV/MARSHALL
 JX0781  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0781
 JX0781                         *CURRENT SURVEY CONTROL
 JX0781  ___________________________________________________________________
 JX0781* NAD 83(1986)-  39 58 09.     (N)    080 39 43.     (W)     SCALED    
 JX0781* NAVD 88     -       403.546  (meters)    1323.97   (feet)  ADJUSTED  
 JX0781  ___________________________________________________________________
 JX0781  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX0781  DYNAMIC HT  -         403.309 (meters)    1323.19  (feet)  COMP
 JX0781  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 JX0781
 JX0781  VERT ORDER  -  SECOND    CLASS 0
 JX0781
 JX0781.The horizontal coordinates were scaled from a topographic map and have
 JX0781.an estimated accuracy of +/- 6 seconds.
 JX0781
 JX0781.The orthometric height was determined by differential leveling
 JX0781.and adjusted by the National Geodetic Survey in June 1991..
 JX0781
 JX0781.The geoid height was determined by GEOID03.
 JX0781
 JX0781.The dynamic height is computed by dividing the NAVD 88
 JX0781.geopotential number by the normal gravity value computed on the
 JX0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0781.degrees latitude (g = 980.6199 gals.).
 JX0781
 JX0781.The modeled gravity was interpolated from observed gravity values.
 JX0781
 JX0781;                    North         East    Units  Estimated Accuracy
 JX0781;SPC WV N     -   163,750.      500,740.      MT  (+/- 180 meters Scaled)
 JX0781
 JX0781                          SUPERSEDED SURVEY CONTROL
 JX0781
 JX0781  NGVD 29 (??/??/92)  403.69   (m)         1324.4    (f) COMPUTED    2 0
 JX0781
 JX0781.Superseded values are not recommended for survey control.
 JX0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0781.See file dsdata.txt to determine how the superseded data were derived.
 JX0781
 JX0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE288243(NAD 83)
 JX0781_MARKER: DB = BENCH MARK DISK
 JX0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0781_STAMPING: U 123 1957
 JX0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0781+STABILITY: SURFACE MOTION
 JX0781
 JX0781  HISTORY     - Date     Condition        Report By
 JX0781  HISTORY     - 1957     MONUMENTED       CGS
 JX0781
 JX0781                          STATION DESCRIPTION
 JX0781
 JX0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0781'2.9 MI N FROM LIMESTONE.
 JX0781'ABOUT 1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE
 JX0781'WASHINGTON DISTRICT CONSOLIDATED SCHOOL AT LIMESTONE, THENCE
 JX0781'ABOUT 1.8 MILES NORTH ALONG STATE HIGHWAY 88, ABOUT 1.9 MILES
 JX0781'SOUTH ALONG HIGHWAY 88 FROM THE SCHOOL AT SHERRARD, ABOUT 0.1
 JX0781'MILE NORTH OF CROSSING OF A POWER TRANSMISSION LINE, ABOUT 0.55
 JX0781'MILE SOUTH OF SOUTH ENTRANCE TO HALCYON HILL MEMORIAL PARK
 JX0781'CEMETERY, 39 FEET WEST OF CENTER LINE OF HIGHWAY, 10 FEET
 JX0781'SOUTHWEST OF CENTER LINE OF A TRAIL LEADING NORTHWEST, 2 FEET
 JX0781'NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A CONCRETE
 JX0781'WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF
 JX0781'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0782 ***********************************************************************
 JX0782  DESIGNATION -  U 123 RESET 1959
 JX0782  PID         -  JX0782
 JX0782  STATE/COUNTY-  WV/MARSHALL
 JX0782  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0782
 JX0782                         *CURRENT SURVEY CONTROL
 JX0782  ___________________________________________________________________
 JX0782* NAD 83(1986)-  39 58 09.     (N)    080 39 43.     (W)     SCALED    
 JX0782* NAVD 88     -       403.71   (meters)    1324.5    (feet)  RESET     
 JX0782  ___________________________________________________________________
 JX0782  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX0782
 JX0782  VERT ORDER  -  THIRD
 JX0782
 JX0782.The horizontal coordinates were scaled from a topographic map and have
 JX0782.an estimated accuracy of +/- 6 seconds.
 JX0782
 JX0782.The orthometric height was computed from unverified reset data.
 JX0782.No vertical observational check was made to the station.
 JX0782
 JX0782.The geoid height was determined by GEOID03.
 JX0782
 JX0782;                    North         East    Units  Estimated Accuracy
 JX0782;SPC WV N     -   163,750.      500,740.      MT  (+/- 180 meters Scaled)
 JX0782
 JX0782                          SUPERSEDED SURVEY CONTROL
 JX0782
 JX0782  NGVD 29 (??/??/??)  403.87   (m)         1325.0    (f) RESET       3  
 JX0782
 JX0782.Superseded values are not recommended for survey control.
 JX0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0782.See file dsdata.txt to determine how the superseded data were derived.
 JX0782
 JX0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE288243(NAD 83)
 JX0782_MARKER: DD = SURVEY DISK
 JX0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0782_STAMPING: U 123 RESET 1959
 JX0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0782+STABILITY: SURFACE MOTION
 JX0782
 JX0782  HISTORY     - Date     Condition        Report By
 JX0782  HISTORY     - 1959     MONUMENTED       LOCENG
 JX0782  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0782
 JX0782                          STATION DESCRIPTION
 JX0782
 JX0782'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 JX0782'2.9 MI N FROM LIMESTONE.
 JX0782'1.1 MI. NW ALONG U.S. HIGHWAY 250 FROM THE WASHINGTON DISTRICT
 JX0782'CONSOLIDATED SCHOOL AT LIMESTONE, 1.8 MILES NORTH ALONG STATE
 JX0782'HIGHWAY 88, 1.9 MI. S ALONG HIGHWAY FROM THE SCHOOL AT SHERRARD,
 JX0782'0.1 MI. N OF CROSSING OF A POWER TRANSMISSION LINE, 0.55 MI. S
 JX0782'OF S ENTRANCE TO HALCYON HILL MEMORIAL PARK CEMETERY, 14 FEET
 JX0782'WEST OF CENTERLINE OF HIGHWAY, 59 FEET NW OF CENTERLINE OF TRAIL
 JX0782'LEADING NW, 1/2 FOOT NE OF FENCE LINE BETWEEN KENNETH R.
 JX0782'ROGERSON AND BLAIR H. LINDSEY FARMS, 2 FEET SE OF A CONCRETE
 JX0782'WITNESS POST ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 JX0782'OF A CONCRETE POST.
 JX0782
 JX0782                          STATION RECOVERY (1983)
 JX0782
 JX0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0775 ***********************************************************************
 JX0775  DESIGNATION -  U 124
 JX0775  PID         -  JX0775
 JX0775  STATE/COUNTY-  WV/MARSHALL
 JX0775  USGS QUAD   -  MAJORSVILLE (1988)
 JX0775
 JX0775                         *CURRENT SURVEY CONTROL
 JX0775  ___________________________________________________________________
 JX0775* NAD 83(1986)-  39 58 01.     (N)    080 35 14.     (W)     SCALED    
 JX0775* NAVD 88     -       288.916  (meters)     947.89   (feet)  ADJUSTED  
 JX0775  ___________________________________________________________________
 JX0775  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX0775  DYNAMIC HT  -         288.745 (meters)     947.32  (feet)  COMP
 JX0775  MODELED GRAV-     980,027.6   (mgal)                       NAVD 88
 JX0775
 JX0775  VERT ORDER  -  SECOND    CLASS 0
 JX0775
 JX0775.The horizontal coordinates were scaled from a topographic map and have
 JX0775.an estimated accuracy of +/- 6 seconds.
 JX0775
 JX0775.The orthometric height was determined by differential leveling
 JX0775.and adjusted by the National Geodetic Survey in June 1991..
 JX0775
 JX0775.The geoid height was determined by GEOID03.
 JX0775
 JX0775.The dynamic height is computed by dividing the NAVD 88
 JX0775.geopotential number by the normal gravity value computed on the
 JX0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0775.degrees latitude (g = 980.6199 gals.).
 JX0775
 JX0775.The modeled gravity was interpolated from observed gravity values.
 JX0775
 JX0775;                    North         East    Units  Estimated Accuracy
 JX0775;SPC WV N     -   163,420.      507,120.      MT  (+/- 180 meters Scaled)
 JX0775
 JX0775                          SUPERSEDED SURVEY CONTROL
 JX0775
 JX0775  NGVD 29 (??/??/92)  289.056  (m)          948.34   (f) ADJ UNCH    2 0
 JX0775
 JX0775.Superseded values are not recommended for survey control.
 JX0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0775.See file dsdata.txt to determine how the superseded data were derived.
 JX0775
 JX0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE352241(NAD 83)
 JX0775_MARKER: DB = BENCH MARK DISK
 JX0775_SETTING: 66 = SET IN ROCK OUTCROP
 JX0775_SP_SET: ROCK CUT
 JX0775_STAMPING: U 124 1957
 JX0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0775+STABILITY: POSITION/ELEVATION WELL
 JX0775
 JX0775  HISTORY     - Date     Condition        Report By
 JX0775  HISTORY     - 1957     MONUMENTED       CGS
 JX0775
 JX0775                          STATION DESCRIPTION
 JX0775
 JX0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0775'0.2 MI N FROM VIOLA.
 JX0775'ABOUT 0.25 MILE NORTH ALONG DALLAS-LIMESTONE ROAD FROM THE
 JX0775'JUNCTION OF ROAD EAST AND WHEELING CREEK INN AT VIOLA, 0.15 MILE
 JX0775'SOUTH OF JUNCTION OF A ROAD SOUTHWEST, ABOUT 10 YARDS
 JX0775'WEST-SOUTHWEST OF WEST-SOUTHWEST END OF A SHARP CURVE, SET
 JX0775'VERTICALLY ABOUT 2 1/2 FEET ABOVE BOTTOM OF DITCH IN THE
 JX0775'SOUTH-SOUTHEAST FACE OF A 1 1/2-FOOT HIGH LAYER OF ROCK WHICH
 JX0775'IS THE SECOND LAYER OF ROCK FROM THE BOTTOM OF A 7-FOOT HIGH
 JX0775'ROCKY CUT, 13 FEET NORTH-NORTHWEST OF CENTER LINE OF ROAD, 9 FEET
 JX0775'EAST-NORTHEAST OF WEST-SOUTHWEST END OF CUT AND ABOUT 1 FOOT
 JX0775'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0539 ***********************************************************************
 JX0539  DESIGNATION -  U 125
 JX0539  PID         -  JX0539
 JX0539  STATE/COUNTY-  WV/MARSHALL
 JX0539  USGS QUAD   -  LITTLETON (1976)
 JX0539
 JX0539                         *CURRENT SURVEY CONTROL
 JX0539  ___________________________________________________________________
 JX0539* NAD 83(1986)-  39 44 03.     (N)    080 34 51.     (W)     SCALED    
 JX0539* NAVD 88     -       253.652  (meters)     832.19   (feet)  ADJUSTED  
 JX0539  ___________________________________________________________________
 JX0539  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JX0539  DYNAMIC HT  -         253.504 (meters)     831.70  (feet)  COMP
 JX0539  MODELED GRAV-     980,037.6   (mgal)                       NAVD 88
 JX0539
 JX0539  VERT ORDER  -  SECOND    CLASS 0
 JX0539
 JX0539.The horizontal coordinates were scaled from a topographic map and have
 JX0539.an estimated accuracy of +/- 6 seconds.
 JX0539
 JX0539.The orthometric height was determined by differential leveling
 JX0539.and adjusted by the National Geodetic Survey in June 1991..
 JX0539
 JX0539.The geoid height was determined by GEOID03.
 JX0539
 JX0539.The dynamic height is computed by dividing the NAVD 88
 JX0539.geopotential number by the normal gravity value computed on the
 JX0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0539.degrees latitude (g = 980.6199 gals.).
 JX0539
 JX0539.The modeled gravity was interpolated from observed gravity values.
 JX0539
 JX0539;                    North         East    Units  Estimated Accuracy
 JX0539;SPC WV N     -   137,570.      507,350.      MT  (+/- 180 meters Scaled)
 JX0539
 JX0539                          SUPERSEDED SURVEY CONTROL
 JX0539
 JX0539  NGVD 29 (??/??/92)  253.788  (m)          832.64   (f) ADJ UNCH    2 0
 JX0539
 JX0539.Superseded values are not recommended for survey control.
 JX0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0539.See file dsdata.txt to determine how the superseded data were derived.
 JX0539
 JX0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND359983(NAD 83)
 JX0539_MARKER: DB = BENCH MARK DISK
 JX0539_SETTING: 66 = SET IN ROCK OUTCROP
 JX0539_SP_SET: BRIDGE
 JX0539_STAMPING: U 125 1957
 JX0539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0539+STABILITY: POSITION/ELEVATION WELL
 JX0539
 JX0539  HISTORY     - Date     Condition        Report By
 JX0539  HISTORY     - 1957     MONUMENTED       CGS
 JX0539
 JX0539                          STATION DESCRIPTION
 JX0539
 JX0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0539'2.9 MI SW FROM BELLTON.
 JX0539'ABOUT 1.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 250 FROM THE
 JX0539'BALTIMORE AND OHIO STATION SIGN DENVER AT BELLTON, THENCE ABOUT
 JX0539'1.65 MILES SOUTHWEST ALONG STATE HIGHWAY 89, IN THE TOP OF THE
 JX0539'NORTHWEST END OF THE SOUTHWEST ABUTMENT OF TWO SPAN STEEL BRIDGE
 JX0539'OVER WEST VIRGINIA FORK OF FISH CREEK, 9 FEET NORTHWEST OF CENTER
 JX0539'LINE OF HIGHWAY AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0558 ***********************************************************************
 JX0558  DESIGNATION -  U 126
 JX0558  PID         -  JX0558
 JX0558  STATE/COUNTY-  WV/WETZEL
 JX0558  USGS QUAD   -  WILEYVILLE (1976)
 JX0558
 JX0558                         *CURRENT SURVEY CONTROL
 JX0558  ___________________________________________________________________
 JX0558* NAD 83(1986)-  39 41 26.     (N)    080 43 44.     (W)     SCALED    
 JX0558* NAVD 88     -       422.074  (meters)    1384.75   (feet)  ADJUSTED  
 JX0558  ___________________________________________________________________
 JX0558  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JX0558  DYNAMIC HT  -         421.826 (meters)    1383.94  (feet)  COMP
 JX0558  MODELED GRAV-     980,025.6   (mgal)                       NAVD 88
 JX0558
 JX0558  VERT ORDER  -  SECOND    CLASS 0
 JX0558
 JX0558.The horizontal coordinates were scaled from a topographic map and have
 JX0558.an estimated accuracy of +/- 6 seconds.
 JX0558
 JX0558.The orthometric height was determined by differential leveling
 JX0558.and adjusted by the National Geodetic Survey in June 1991..
 JX0558
 JX0558.The geoid height was determined by GEOID03.
 JX0558
 JX0558.The dynamic height is computed by dividing the NAVD 88
 JX0558.geopotential number by the normal gravity value computed on the
 JX0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0558.degrees latitude (g = 980.6199 gals.).
 JX0558
 JX0558.The modeled gravity was interpolated from observed gravity values.
 JX0558
 JX0558;                    North         East    Units  Estimated Accuracy
 JX0558;SPC WV N     -   132,890.      494,600.      MT  (+/- 180 meters Scaled)
 JX0558
 JX0558                          SUPERSEDED SURVEY CONTROL
 JX0558
 JX0558  NGVD 29 (??/??/92)  422.229  (m)         1385.26   (f) ADJ UNCH    2 0
 JX0558
 JX0558.Superseded values are not recommended for survey control.
 JX0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0558.See file dsdata.txt to determine how the superseded data were derived.
 JX0558
 JX0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND232934(NAD 83)
 JX0558_MARKER: DB = BENCH MARK DISK
 JX0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0558_STAMPING: U 126 1957
 JX0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0558+STABILITY: SURFACE MOTION
 JX0558
 JX0558  HISTORY     - Date     Condition        Report By
 JX0558  HISTORY     - 1957     MONUMENTED       CGS
 JX0558
 JX0558                          STATION DESCRIPTION
 JX0558
 JX0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0558'2 MI NW FROM NEWDALE.
 JX0558'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 89 FROM THE
 JX0558'JUNCTION OF BLACK TOP ROAD AT NEWDALE, ABOUT 150 YARDS SOUTHWEST
 JX0558'OF A FRAME HOUSE, 19 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 JX0558'139 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF A BARN, 83 FEET
 JX0558'SOUTHWEST AND ACROSS A FARM DRIVE FROM A FENCE CORNER, 55 FEET
 JX0558'SOUTHWEST OF DRIVE TO A BARN, 2 FEET NORTHWEST OF FENCE LINE
 JX0558'AROUND AN APPLE ORCHARD, 3 FEET SOUTHWEST OF A CONCRETE WITNESS
 JX0558'POST, ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP
 JX0558'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0718 ***********************************************************************
 JX0718  DESIGNATION -  U 127
 JX0718  PID         -  JX0718
 JX0718  STATE/COUNTY-  WV/MARSHALL
 JX0718  USGS QUAD   -  GLEN EASTON (1976)
 JX0718
 JX0718                         *CURRENT SURVEY CONTROL
 JX0718  ___________________________________________________________________
 JX0718* NAD 83(1986)-  39 47 30.     (N)    080 44 07.     (W)     SCALED    
 JX0718* NAVD 88     -       204.918  (meters)     672.30   (feet)  ADJUSTED  
 JX0718  ___________________________________________________________________
 JX0718  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JX0718  DYNAMIC HT  -         204.803 (meters)     671.92  (feet)  COMP
 JX0718  MODELED GRAV-     980,060.4   (mgal)                       NAVD 88
 JX0718
 JX0718  VERT ORDER  -  SECOND    CLASS 0
 JX0718
 JX0718.The horizontal coordinates were scaled from a topographic map and have
 JX0718.an estimated accuracy of +/- 6 seconds.
 JX0718
 JX0718.The orthometric height was determined by differential leveling
 JX0718.and adjusted by the National Geodetic Survey in June 1991..
 JX0718
 JX0718.The geoid height was determined by GEOID03.
 JX0718
 JX0718.The dynamic height is computed by dividing the NAVD 88
 JX0718.geopotential number by the normal gravity value computed on the
 JX0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0718.degrees latitude (g = 980.6199 gals.).
 JX0718
 JX0718.The modeled gravity was interpolated from observed gravity values.
 JX0718
 JX0718;                    North         East    Units  Estimated Accuracy
 JX0718;SPC WV N     -   144,130.      494,200.      MT  (+/- 180 meters Scaled)
 JX0718
 JX0718                          SUPERSEDED SURVEY CONTROL
 JX0718
 JX0718  NGVD 29 (??/??/92)  205.063  (m)          672.78   (f) ADJ UNCH    2 0
 JX0718
 JX0718.Superseded values are not recommended for survey control.
 JX0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0718.See file dsdata.txt to determine how the superseded data were derived.
 JX0718
 JX0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE226046(NAD 83)
 JX0718_MARKER: DB = BENCH MARK DISK
 JX0718_SETTING: 66 = SET IN ROCK OUTCROP
 JX0718_SP_SET: ROCK CUT
 JX0718_STAMPING: U 127 1957
 JX0718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0718+STABILITY: POSITION/ELEVATION WELL
 JX0718
 JX0718  HISTORY     - Date     Condition        Report By
 JX0718  HISTORY     - 1957     MONUMENTED       CGS
 JX0718
 JX0718                          STATION DESCRIPTION
 JX0718
 JX0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0718'4.7 MI NW FROM LYNN CAMP.
 JX0718'ABOUT 0.45 MILE NORTH ALONG A BLACK TOP ROAD FROM THE METHODIST
 JX0718'CHURCH AT LYNN CAMP, THENCE ABOUT 4.25 MILES NORTHWEST ALONG A
 JX0718'GRAVEL ROAD FOLLOWING FISH CREEK AND LEADING TO GRAYSVILLE, SET
 JX0718'VERTICALLY IN THE SOUTH FACE OF A TRIANGULAR SHAPED PROJECTION
 JX0718'OF ROCK IN A CUT (THE POINT OF ROCK EXTENDS TOWARDS ROAD), 16
 JX0718'FEET NORTHWEST OF CENTER LINE OF ROAD, 196 FEET NORTHEAST OF
 JX0718'NORTHWEST END OF AN 18-INCH PIPE CULVERT UNDER ROAD, 1 1/2 FEET
 JX0718'WEST OF POINT IN ROCK PROJECTION AND ABOUT 2 FEET ABOVE LEVEL
 JX0718'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0605 ***********************************************************************
 JX0605  DESIGNATION -  U 128
 JX0605  PID         -  JX0605
 JX0605  STATE/COUNTY-  WV/WETZEL
 JX0605  USGS QUAD   -  LITTLETON (1976)
 JX0605
 JX0605                         *CURRENT SURVEY CONTROL
 JX0605  ___________________________________________________________________
 JX0605* NAD 83(1986)-  39 38 47.     (N)    080 33 05.     (W)     SCALED    
 JX0605* NAVD 88     -       321.785  (meters)    1055.72   (feet)  ADJUSTED  
 JX0605  ___________________________________________________________________
 JX0605  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JX0605  DYNAMIC HT  -         321.596 (meters)    1055.10  (feet)  COMP
 JX0605  MODELED GRAV-     980,032.1   (mgal)                       NAVD 88
 JX0605
 JX0605  VERT ORDER  -  SECOND    CLASS 0
 JX0605
 JX0605.The horizontal coordinates were scaled from a topographic map and have
 JX0605.an estimated accuracy of +/- 6 seconds.
 JX0605
 JX0605.The orthometric height was determined by differential leveling
 JX0605.and adjusted by the National Geodetic Survey in June 1991..
 JX0605
 JX0605.The geoid height was determined by GEOID03.
 JX0605
 JX0605.The dynamic height is computed by dividing the NAVD 88
 JX0605.geopotential number by the normal gravity value computed on the
 JX0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0605.degrees latitude (g = 980.6199 gals.).
 JX0605
 JX0605.The modeled gravity was interpolated from observed gravity values.
 JX0605
 JX0605;                    North         East    Units  Estimated Accuracy
 JX0605;SPC WV N     -   127,800.      509,760.      MT  (+/- 180 meters Scaled)
 JX0605
 JX0605                          SUPERSEDED SURVEY CONTROL
 JX0605
 JX0605  NGVD 29 (??/??/92)  321.937  (m)         1056.22   (f) ADJ UNCH    2 0
 JX0605
 JX0605.Superseded values are not recommended for survey control.
 JX0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0605.See file dsdata.txt to determine how the superseded data were derived.
 JX0605
 JX0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND384886(NAD 83)
 JX0605_MARKER: DB = BENCH MARK DISK
 JX0605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0605_SP_SET: BRIDGE
 JX0605_STAMPING: U 128 1957
 JX0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0605
 JX0605  HISTORY     - Date     Condition        Report By
 JX0605  HISTORY     - 1957     MONUMENTED       CGS
 JX0605
 JX0605                          STATION DESCRIPTION
 JX0605
 JX0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0605'1 MI NE FROM UNIONTOWN.
 JX0605'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 7 FROM THE POST
 JX0605'OFFICE AND ROAD JUNCTION AT UNIONTOWN, NEAR MT. ZION BAPTIST
 JX0605'CHURCH, IN THE TOP OF THE WING WALL AT NORTHWEST CORNER OF A
 JX0605'30-FOOT CONCRETE BRIDGE, 18 FEET NORTH OF CENTER LINE OF
 JX0605'HIGHWAY, 1 FOOT NORTH OF WEST END OF NORTH GUARD RAIL OF BRIDGE
 JX0605'AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0669 ***********************************************************************
 JX0669  DESIGNATION -  U 129
 JX0669  PID         -  JX0669
 JX0669  STATE/COUNTY-  WV/WETZEL
 JX0669  USGS QUAD   -  BIG RUN (1976)
 JX0669
 JX0669                         *CURRENT SURVEY CONTROL
 JX0669  ___________________________________________________________________
 JX0669* NAD 83(1986)-  39 35 53.     (N)    080 31 53.     (W)     SCALED    
 JX0669* NAVD 88     -       280.963  (meters)     921.79   (feet)  ADJUSTED  
 JX0669  ___________________________________________________________________
 JX0669  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JX0669  DYNAMIC HT  -         280.797 (meters)     921.25  (feet)  COMP
 JX0669  MODELED GRAV-     980,027.8   (mgal)                       NAVD 88
 JX0669
 JX0669  VERT ORDER  -  SECOND    CLASS 0
 JX0669
 JX0669.The horizontal coordinates were scaled from a topographic map and have
 JX0669.an estimated accuracy of +/- 6 seconds.
 JX0669
 JX0669.The orthometric height was determined by differential leveling
 JX0669.and adjusted by the National Geodetic Survey in June 1991..
 JX0669
 JX0669.The geoid height was determined by GEOID03.
 JX0669
 JX0669.The dynamic height is computed by dividing the NAVD 88
 JX0669.geopotential number by the normal gravity value computed on the
 JX0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0669.degrees latitude (g = 980.6199 gals.).
 JX0669
 JX0669.The modeled gravity was interpolated from observed gravity values.
 JX0669
 JX0669;                    North         East    Units  Estimated Accuracy
 JX0669;SPC WV N     -   122,410.      511,420.      MT  (+/- 180 meters Scaled)
 JX0669
 JX0669                          SUPERSEDED SURVEY CONTROL
 JX0669
 JX0669  NGVD 29 (??/??/92)  281.114  (m)          922.29   (f) ADJ UNCH    2 0
 JX0669
 JX0669.Superseded values are not recommended for survey control.
 JX0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0669.See file dsdata.txt to determine how the superseded data were derived.
 JX0669
 JX0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND402832(NAD 83)
 JX0669_MARKER: DB = BENCH MARK DISK
 JX0669_SETTING: 66 = SET IN ROCK OUTCROP
 JX0669_SP_SET: ROCK CUT
 JX0669_STAMPING: U 129 1957
 JX0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0669+STABILITY: POSITION/ELEVATION WELL
 JX0669
 JX0669  HISTORY     - Date     Condition        Report By
 JX0669  HISTORY     - 1957     MONUMENTED       CGS
 JX0669
 JX0669                          STATION DESCRIPTION
 JX0669
 JX0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0669'1.1 MI E FROM BURCHFIELD.
 JX0669'ABOUT 1.1 MILES EAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER
 JX0669'WILLEY FORK AT BURCHFIELD, ABOUT 0.8 MILE EAST OF A CROSSROAD,
 JX0669'SET VERTICALLY IN THE SOUTH FACE OF A ROCK PROJECTION IN A CUT,
 JX0669'30 FEET NORTH OF CENTER LINE OF ROAD, 282 FEET EAST OF CENTER
 JX0669'LINE OF A DRIVE NORTH TO A 2-STORY WHITE FRAME HOUSE, AND ABOUT
 JX0669'6 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1076 ***********************************************************************
 HX1076  DESIGNATION -  U 13
 HX1076  PID         -  HX1076
 HX1076  STATE/COUNTY-  WV/NICHOLAS
 HX1076  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1076
 HX1076                         *CURRENT SURVEY CONTROL
 HX1076  ___________________________________________________________________
 HX1076* NAD 83(1986)-  38 16 51.     (N)    080 51 05.     (W)     SCALED    
 HX1076* NAVD 88     -       577.250  (meters)    1893.86   (feet)  ADJUSTED  
 HX1076  ___________________________________________________________________
 HX1076  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HX1076  DYNAMIC HT  -         576.810 (meters)    1892.42  (feet)  COMP
 HX1076  MODELED GRAV-     979,849.4   (mgal)                       NAVD 88
 HX1076
 HX1076  VERT ORDER  -  SECOND    CLASS 0
 HX1076
 HX1076.The horizontal coordinates were scaled from a topographic map and have
 HX1076.an estimated accuracy of +/- 6 seconds.
 HX1076
 HX1076.The orthometric height was determined by differential leveling
 HX1076.and adjusted by the National Geodetic Survey in June 1991..
 HX1076
 HX1076.The geoid height was determined by GEOID03.
 HX1076
 HX1076.The dynamic height is computed by dividing the NAVD 88
 HX1076.geopotential number by the normal gravity value computed on the
 HX1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1076.degrees latitude (g = 980.6199 gals.).
 HX1076
 HX1076.The modeled gravity was interpolated from observed gravity values.
 HX1076
 HX1076;                    North         East    Units  Estimated Accuracy
 HX1076;SPC WV S     -   142,170.      613,000.      MT  (+/- 180 meters Scaled)
 HX1076
 HX1076                          SUPERSEDED SURVEY CONTROL
 HX1076
 HX1076  NGVD 29 (??/??/92)  577.406  (m)         1894.37   (f) ADJ UNCH    2 0
 HX1076
 HX1076.Superseded values are not recommended for survey control.
 HX1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1076.See file dsdata.txt to determine how the superseded data were derived.
 HX1076
 HX1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC129369(NAD 83)
 HX1076_MARKER: DB = BENCH MARK DISK
 HX1076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1076_SP_SET: STONE FACE
 HX1076_STAMPING: U 13 1934
 HX1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1076
 HX1076  HISTORY     - Date     Condition        Report By
 HX1076  HISTORY     - 1934     MONUMENTED       CGS
 HX1076  HISTORY     - 1961     GOOD             NGS
 HX1076
 HX1076                          STATION DESCRIPTION
 HX1076
 HX1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1076'AT SUMMERSVILLE.
 HX1076'AT SUMMERSVILLE, SET VERTICALLY IN THE NORTH STONE FACE AND
 HX1076'NEAR THE NORTHWEST CORNER OF THE NICHOLAS COUNTY COURTHOUSE
 HX1076'BUILDING, 22 FEET WEST OF THE CENTER OF THE MAIN NORTH ENTRANCE
 HX1076'TO THE BUILDING, 1 FOOT EAST OF THE NORTHWEST CORNER OF THE
 HX1076'BUILDING AND 4 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0622 ***********************************************************************
 JX0622  DESIGNATION -  U 130
 JX0622  PID         -  JX0622
 JX0622  STATE/COUNTY-  WV/WETZEL
 JX0622  USGS QUAD   -  WILEYVILLE (1976)
 JX0622
 JX0622                         *CURRENT SURVEY CONTROL
 JX0622  ___________________________________________________________________
 JX0622* NAD 83(1986)-  39 39 34.     (N)    080 41 15.     (W)     SCALED    
 JX0622* NAVD 88     -       427.742  (meters)    1403.35   (feet)  ADJUSTED  
 JX0622  ___________________________________________________________________
 JX0622  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JX0622  DYNAMIC HT  -         427.492 (meters)    1402.53  (feet)  COMP
 JX0622  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 JX0622
 JX0622  VERT ORDER  -  SECOND    CLASS 0
 JX0622
 JX0622.The horizontal coordinates were scaled from a topographic map and have
 JX0622.an estimated accuracy of +/- 6 seconds.
 JX0622
 JX0622.The orthometric height was determined by differential leveling
 JX0622.and adjusted by the National Geodetic Survey in June 1991..
 JX0622
 JX0622.The geoid height was determined by GEOID03.
 JX0622
 JX0622.The dynamic height is computed by dividing the NAVD 88
 JX0622.geopotential number by the normal gravity value computed on the
 JX0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0622.degrees latitude (g = 980.6199 gals.).
 JX0622
 JX0622.The modeled gravity was interpolated from observed gravity values.
 JX0622
 JX0622;                    North         East    Units  Estimated Accuracy
 JX0622;SPC WV N     -   129,390.      498,100.      MT  (+/- 180 meters Scaled)
 JX0622
 JX0622                          SUPERSEDED SURVEY CONTROL
 JX0622
 JX0622  NGVD 29 (??/??/92)  427.904  (m)         1403.88   (f) ADJ UNCH    2 0
 JX0622
 JX0622.Superseded values are not recommended for survey control.
 JX0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0622.See file dsdata.txt to determine how the superseded data were derived.
 JX0622
 JX0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND268900(NAD 83)
 JX0622_MARKER: DB = BENCH MARK DISK
 JX0622_SETTING: 66 = SET IN ROCK OUTCROP
 JX0622_SP_SET: ROCK CUT
 JX0622_STAMPING: U 130 1957
 JX0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0622+STABILITY: POSITION/ELEVATION WELL
 JX0622
 JX0622  HISTORY     - Date     Condition        Report By
 JX0622  HISTORY     - 1957     MONUMENTED       CGS
 JX0622
 JX0622                          STATION DESCRIPTION
 JX0622
 JX0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0622'2.6 MI SE FROM NEWDALE.
 JX0622'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 89 FROM THE ROAD
 JX0622'JUNCTION AT NEWDALE, THENCE ABOUT 1.05 MILES SOUTH ALONG A
 JX0622'GRAVEL ROAD, ABOUT 0.2 MILE SOUTH OF JUNCTION OF A ROAD
 JX0622'SOUTHEAST, AT THE SOUTHWEST END OF A SHORT CURVE WITH TANGENTS
 JX0622'EXTENDING NORTH AND SOUTHWEST, SET VERTICALLY IN THE NORTHWEST
 JX0622'FACE OF A ROCK IN A LOW CUT, 16 FEET SOUTHEAST OF CENTER LINE
 JX0622'OF ROAD, 42 FEET SOUTHWEST OF THE NORTHWEST ONE OF A ROW OF
 JX0622'TREES IN A NORTHWEST-SOUTHEAST FENCE LINE, AND ABOUT 2 1/2 FEET
 JX0622'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1053 ***********************************************************************
 JX1053  DESIGNATION -  U 131
 JX1053  PID         -  JX1053
 JX1053  STATE/COUNTY-  WV/PLEASANTS
 JX1053  USGS QUAD   -  ELLENBORO (1975)
 JX1053
 JX1053                         *CURRENT SURVEY CONTROL
 JX1053  ___________________________________________________________________
 JX1053* NAD 83(1986)-  39 22 00.     (N)    081 02 38.     (W)     SCALED    
 JX1053* NAVD 88     -       254.797  (meters)     835.95   (feet)  ADJUSTED  
 JX1053  ___________________________________________________________________
 JX1053  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX1053  DYNAMIC HT  -         254.642 (meters)     835.44  (feet)  COMP
 JX1053  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 JX1053
 JX1053  VERT ORDER  -  SECOND    CLASS 0
 JX1053
 JX1053.The horizontal coordinates were scaled from a topographic map and have
 JX1053.an estimated accuracy of +/- 6 seconds.
 JX1053
 JX1053.The orthometric height was determined by differential leveling
 JX1053.and adjusted by the National Geodetic Survey in June 1991..
 JX1053
 JX1053.The geoid height was determined by GEOID03.
 JX1053
 JX1053.The dynamic height is computed by dividing the NAVD 88
 JX1053.geopotential number by the normal gravity value computed on the
 JX1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1053.degrees latitude (g = 980.6199 gals.).
 JX1053
 JX1053.The modeled gravity was interpolated from observed gravity values.
 JX1053
 JX1053;                    North         East    Units  Estimated Accuracy
 JX1053;SPC WV N     -    97,360.      466,970.      MT  (+/- 180 meters Scaled)
 JX1053
 JX1053                          SUPERSEDED SURVEY CONTROL
 JX1053
 JX1053  NGVD 29 (??/??/92)  254.966  (m)          836.50   (f) ADJ UNCH    2 0
 JX1053
 JX1053.Superseded values are not recommended for survey control.
 JX1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1053.See file dsdata.txt to determine how the superseded data were derived.
 JX1053
 JX1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD962574(NAD 83)
 JX1053_MARKER: DB = BENCH MARK DISK
 JX1053_SETTING: 66 = SET IN ROCK OUTCROP
 JX1053_SP_SET: ROCK LEDGE
 JX1053_STAMPING: U 131 1957
 JX1053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1053+STABILITY: POSITION/ELEVATION WELL
 JX1053
 JX1053  HISTORY     - Date     Condition        Report By
 JX1053  HISTORY     - 1957     MONUMENTED       CGS
 JX1053
 JX1053                          STATION DESCRIPTION
 JX1053
 JX1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1053'2 MI W FROM HEBRON.
 JX1053'ABOUT 2.05 MILES WEST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 JX1053'AND METHODIST CHURCH AT HEBRON, ABOUT 0.1 MILE SOUTH OF PINE
 JX1053'GROVE CHURCH AND CEMETERY, AT JUNCTION OF ROAD NORTH, SET
 JX1053'VERTICALY IN FACE OF A ROCK LEDGE ABOUT 18 BY 3 FEET, 16 FEET
 JX1053'NORTHEAST OF CENTER LINE OF ROAD, 98 FEET SOUTHEAST OF CENTER OF
 JX1053'JUNCTION OF ROAD NORTH, 32 FEET SOUTHEAST OF NORTHEAST END OF
 JX1053'AN 18-INCH PIPE CULVERT, AND 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0918 ***********************************************************************
 JX0918  DESIGNATION -  U 132
 JX0918  PID         -  JX0918
 JX0918  STATE/COUNTY-  WV/RITCHIE
 JX0918  USGS QUAD   -  SCHULTZ (1975)
 JX0918
 JX0918                         *CURRENT SURVEY CONTROL
 JX0918  ___________________________________________________________________
 JX0918* NAD 83(1986)-  39 16 59.     (N)    081 10 01.     (W)     SCALED    
 JX0918* NAVD 88     -       243.605  (meters)     799.23   (feet)  ADJUSTED  
 JX0918  ___________________________________________________________________
 JX0918  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JX0918  DYNAMIC HT  -         243.454 (meters)     798.73  (feet)  COMP
 JX0918  MODELED GRAV-     980,002.6   (mgal)                       NAVD 88
 JX0918
 JX0918  VERT ORDER  -  SECOND    CLASS 0
 JX0918
 JX0918.The horizontal coordinates were scaled from a topographic map and have
 JX0918.an estimated accuracy of +/- 6 seconds.
 JX0918
 JX0918.The orthometric height was determined by differential leveling
 JX0918.and adjusted by the National Geodetic Survey in June 1991..
 JX0918
 JX0918.The geoid height was determined by GEOID03.
 JX0918
 JX0918.The dynamic height is computed by dividing the NAVD 88
 JX0918.geopotential number by the normal gravity value computed on the
 JX0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0918.degrees latitude (g = 980.6199 gals.).
 JX0918
 JX0918.The modeled gravity was interpolated from observed gravity values.
 JX0918
 JX0918;                    North         East    Units  Estimated Accuracy
 JX0918;SPC WV N     -    88,270.      456,190.      MT  (+/- 180 meters Scaled)
 JX0918
 JX0918                          SUPERSEDED SURVEY CONTROL
 JX0918
 JX0918  NGVD 29 (??/??/92)  243.775  (m)          799.79   (f) ADJ UNCH    2 0
 JX0918
 JX0918.Superseded values are not recommended for survey control.
 JX0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0918.See file dsdata.txt to determine how the superseded data were derived.
 JX0918
 JX0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD856482(NAD 83)
 JX0918_MARKER: DB = BENCH MARK DISK
 JX0918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0918_SP_SET: BRIDGE
 JX0918_STAMPING: U 132 1957
 JX0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0918
 JX0918  HISTORY     - Date     Condition        Report By
 JX0918  HISTORY     - 1957     MONUMENTED       CGS
 JX0918  HISTORY     - 1960     GOOD             NGS
 JX0918
 JX0918                          STATION DESCRIPTION
 JX0918
 JX0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0918'1 MI W FROM GLENDALE.
 JX0918'ABOUT 0.95 MILE WEST ALONG U.S. HIGHWAY 50 FROM THE SCHOOL AT
 JX0918'GLENDALE, ABOUT 130 YARDS WEST OF JUNCTION OF DOUGLAS RUN ROAD
 JX0918'LEADING NORTHWEST, AT A HIGHWAY BRIDGE OVER DOUGLAS RUN, IN THE
 JX0918'TOP OF THE NORTHEAST WING WALL OF BRIDGE, 25 FEET NORTH OF CENTER
 JX0918'LINE OF HIGHWAY, 1 FOOT NORTHWEST OF EAST END OF NORTH HEAD WALL
 JX0918'AND ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.
 JX0918
 JX0918                          STATION RECOVERY (1960)
 JX0918
 JX0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JX0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0320 ***********************************************************************
 JX0320  DESIGNATION -  U 133
 JX0320  PID         -  JX0320
 JX0320  STATE/COUNTY-  WV/DODDRIDGE
 JX0320  USGS QUAD   -  SMITHBURG (1976)
 JX0320
 JX0320                         *CURRENT SURVEY CONTROL
 JX0320  ___________________________________________________________________
 JX0320* NAD 83(1986)-  39 19 16.     (N)    080 44 47.     (W)     SCALED    
 JX0320* NAVD 88     -       290.519  (meters)     953.14   (feet)  ADJUSTED  
 JX0320  ___________________________________________________________________
 JX0320  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JX0320  DYNAMIC HT  -         290.343 (meters)     952.57  (feet)  COMP
 JX0320  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 JX0320
 JX0320  VERT ORDER  -  SECOND    CLASS 0
 JX0320
 JX0320.The horizontal coordinates were scaled from a topographic map and have
 JX0320.an estimated accuracy of +/- 6 seconds.
 JX0320
 JX0320.The orthometric height was determined by differential leveling
 JX0320.and adjusted by the National Geodetic Survey in June 1991..
 JX0320
 JX0320.The geoid height was determined by GEOID03.
 JX0320
 JX0320.The dynamic height is computed by dividing the NAVD 88
 JX0320.geopotential number by the normal gravity value computed on the
 JX0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0320.degrees latitude (g = 980.6199 gals.).
 JX0320
 JX0320.The modeled gravity was interpolated from observed gravity values.
 JX0320
 JX0320;                    North         East    Units  Estimated Accuracy
 JX0320;SPC WV N     -    91,900.      492,530.      MT  (+/- 180 meters Scaled)
 JX0320
 JX0320                          SUPERSEDED SURVEY CONTROL
 JX0320
 JX0320  NGVD 29 (??/??/92)  290.676  (m)          953.66   (f) ADJ UNCH    2 0
 JX0320
 JX0320.Superseded values are not recommended for survey control.
 JX0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0320.See file dsdata.txt to determine how the superseded data were derived.
 JX0320
 JX0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND218524(NAD 83)
 JX0320_MARKER: DB = BENCH MARK DISK
 JX0320_SETTING: 66 = SET IN ROCK OUTCROP
 JX0320_SP_SET: CUT
 JX0320_STAMPING: U 133 1957
 JX0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0320+STABILITY: POSITION/ELEVATION WELL
 JX0320
 JX0320  HISTORY     - Date     Condition        Report By
 JX0320  HISTORY     - 1957     MONUMENTED       CGS
 JX0320
 JX0320                          STATION DESCRIPTION
 JX0320
 JX0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0320'3.2 MI NE FROM WEST UNION.
 JX0320'ABOUT 1.35 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE
 JX0320'BALTIMORE AND OHIO RAILROAD STATION AT WEST UNION, THENCE ABOUT
 JX0320'1.9 MILES NORTHEAST ALONG A BLACK TOP ROAD FOLLOWING ROCK RUN,
 JX0320'ABOUT 0.45 MILE SOUTHWEST OF JUNCTION OF ROAD WEST, SET
 JX0320'VERTICALLY IN FACE OF A SHORT ROCK CUT, 14 FEET NORTHWEST OF
 JX0320'CENTER LINE OF ROAD, 61 1/2 FEET NORTH-NORTHWEST AND ACROSS ROAD
 JX0320'FROM NORTH CORNER OF NORTHWEST PORTION OF AN UNPAINTED FRAME
 JX0320'HOUSE, 29 1/2 FEET NORTH-NORTHWEST AND ACROSS ROAD FROM NORTHEAST
 JX0320'END OF A CONCRETE RETAINING WALL, 59 1/2 FEET NORTHEAST OF
 JX0320'NORTHEAST END OF NORTHWEST HEAD WALL OF A 36-INCH PIPE CULVERT
 JX0320'UNDER ROAD AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0326 ***********************************************************************
 JX0326  DESIGNATION -  U 134
 JX0326  PID         -  JX0326
 JX0326  STATE/COUNTY-  WV/DODDRIDGE
 JX0326  USGS QUAD   -  CENTER POINT (1976)
 JX0326
 JX0326                         *CURRENT SURVEY CONTROL
 JX0326  ___________________________________________________________________
 JX0326* NAD 83(1986)-  39 23 05.     (N)    080 44 11.     (W)     SCALED    
 JX0326* NAVD 88     -       228.580  (meters)     749.93   (feet)  ADJUSTED  
 JX0326  ___________________________________________________________________
 JX0326  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JX0326  DYNAMIC HT  -         228.443 (meters)     749.48  (feet)  COMP
 JX0326  MODELED GRAV-     980,021.0   (mgal)                       NAVD 88
 JX0326
 JX0326  VERT ORDER  -  SECOND    CLASS 0
 JX0326
 JX0326.The horizontal coordinates were scaled from a topographic map and have
 JX0326.an estimated accuracy of +/- 6 seconds.
 JX0326
 JX0326.The orthometric height was determined by differential leveling
 JX0326.and adjusted by the National Geodetic Survey in June 1991..
 JX0326
 JX0326.The geoid height was determined by GEOID03.
 JX0326
 JX0326.The dynamic height is computed by dividing the NAVD 88
 JX0326.geopotential number by the normal gravity value computed on the
 JX0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0326.degrees latitude (g = 980.6199 gals.).
 JX0326
 JX0326.The modeled gravity was interpolated from observed gravity values.
 JX0326
 JX0326;                    North         East    Units  Estimated Accuracy
 JX0326;SPC WV N     -    98,950.      493,490.      MT  (+/- 180 meters Scaled)
 JX0326
 JX0326                          SUPERSEDED SURVEY CONTROL
 JX0326
 JX0326  NGVD 29 (??/??/92)  228.740  (m)          750.46   (f) ADJ UNCH    2 0
 JX0326
 JX0326.Superseded values are not recommended for survey control.
 JX0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0326.See file dsdata.txt to determine how the superseded data were derived.
 JX0326
 JX0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND227595(NAD 83)
 JX0326_MARKER: DB = BENCH MARK DISK
 JX0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0326_SP_SET: OIL WELL DERRICK
 JX0326_STAMPING: U 134 1957
 JX0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0326
 JX0326  HISTORY     - Date     Condition        Report By
 JX0326  HISTORY     - 1957     MONUMENTED       CGS
 JX0326
 JX0326                          STATION DESCRIPTION
 JX0326
 JX0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0326'3.7 MI SE FROM SHIRLEY.
 JX0326'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST
 JX0326'OFFICE AT SHIRLEY, THENCE ABOUT 1.1 MILES SOUTH ALONG A BLACK
 JX0326'TOP ROAD, THENCE ABOUT 0.25 MILE SOUTH ALONG A DIRT ROAD, ABOUT
 JX0326'0.2 MILE NORTH OF A 20-FOOT STEEL BRIDGE OVER A STREAM, ABOUT
 JX0326'0.1 MILE SOUTH OF JUNCTION OF A DIM ROAD WEST, IN THE TOP OF
 JX0326'CONCRETE FOUNDATION OF NORTHWEST LEG OF AN OIL WELL DERRICK, 78
 JX0326'FEET EAST AND ACROSS STREAM FROM CENTER LINE OF ROAD, 41 FEET
 JX0326'EAST OF CENTER OF STREAM, AND ABOUT 3 1/2 FEET ABOVE LEVEL OF
 JX0326'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0421 ***********************************************************************
 JX0421  DESIGNATION -  U 135
 JX0421  PID         -  JX0421
 JX0421  STATE/COUNTY-  WV/TYLER
 JX0421  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0421
 JX0421                         *CURRENT SURVEY CONTROL
 JX0421  ___________________________________________________________________
 JX0421* NAD 83(1986)-  39 29 03.     (N)    080 54 05.     (W)     SCALED    
 JX0421* NAVD 88     -       211.935  (meters)     695.32   (feet)  ADJUSTED  
 JX0421  ___________________________________________________________________
 JX0421  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX0421  DYNAMIC HT  -         211.807 (meters)     694.90  (feet)  COMP
 JX0421  MODELED GRAV-     980,019.1   (mgal)                       NAVD 88
 JX0421
 JX0421  VERT ORDER  -  SECOND    CLASS 0
 JX0421
 JX0421.The horizontal coordinates were scaled from a topographic map and have
 JX0421.an estimated accuracy of +/- 6 seconds.
 JX0421
 JX0421.The orthometric height was determined by differential leveling
 JX0421.and adjusted by the National Geodetic Survey in June 1991..
 JX0421
 JX0421.The geoid height was determined by GEOID03.
 JX0421
 JX0421.The dynamic height is computed by dividing the NAVD 88
 JX0421.geopotential number by the normal gravity value computed on the
 JX0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0421.degrees latitude (g = 980.6199 gals.).
 JX0421
 JX0421.The modeled gravity was interpolated from observed gravity values.
 JX0421
 JX0421;                    North         East    Units  Estimated Accuracy
 JX0421;SPC WV N     -   110,200.      479,450.      MT  (+/- 180 meters Scaled)
 JX0421
 JX0421                          SUPERSEDED SURVEY CONTROL
 JX0421
 JX0421  NGVD 29 (??/??/92)  212.098  (m)          695.86   (f) ADJ UNCH    2 0
 JX0421
 JX0421.Superseded values are not recommended for survey control.
 JX0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0421.See file dsdata.txt to determine how the superseded data were derived.
 JX0421
 JX0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND084705(NAD 83)
 JX0421_MARKER: DB = BENCH MARK DISK
 JX0421_SETTING: 66 = SET IN ROCK OUTCROP
 JX0421_SP_SET: OUTCROP
 JX0421_STAMPING: U 135 1957
 JX0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0421+STABILITY: POSITION/ELEVATION WELL
 JX0421
 JX0421  HISTORY     - Date     Condition        Report By
 JX0421  HISTORY     - 1957     MONUMENTED       CGS
 JX0421
 JX0421                          STATION DESCRIPTION
 JX0421
 JX0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0421'0.8 MI S FROM MIDDLEBOURNE.
 JX0421'ABOUT 0.15 MILE SOUTH ALONG STATE HGIHWAY 18 FROM THE COURT HOUSE
 JX0421'AT MIDDLEBOURNE, THENCE ABOUT 0.6 MILE SOUTH ALONG A BLACK TOP
 JX0421'ROAD, IN THE TOP OF A ROCK OUTCROP EXPOSED ABOUT 5 BY 3 FEET, 27
 JX0421'FEET SOUTHWEST OF CENTER LINE OF ROAD, 77 FEET SOUTHEAST OF CENTER
 JX0421'OF A DRIVE SOUTHWEST, 31 FEET SOUTHEAST OF SOUTHWEST END OF A
 JX0421'40-INCH PIPE CULVERT UNDER ROAD, 2 1/2 FEET SOUTHWEST AND ABOUT
 JX0421'LEVEL WITH A 12-INCH TRIANGLE CHISELED IN FACE OF LEDGE, 2 FEET
 JX0421'NORTHEAST OF A FENCE LINE AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0397 ***********************************************************************
 JX0397  DESIGNATION -  U 136
 JX0397  PID         -  JX0397
 JX0397  STATE/COUNTY-  WV/WETZEL
 JX0397  USGS QUAD   -  CENTER POINT (1976)
 JX0397
 JX0397                         *CURRENT SURVEY CONTROL
 JX0397  ___________________________________________________________________
 JX0397* NAD 83(1986)-  39 29 49.     (N)    080 38 02.     (W)     SCALED    
 JX0397* NAVD 88     -       255.267  (meters)     837.49   (feet)  ADJUSTED  
 JX0397  ___________________________________________________________________
 JX0397  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JX0397  DYNAMIC HT  -         255.115 (meters)     836.99  (feet)  COMP
 JX0397  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 JX0397
 JX0397  VERT ORDER  -  SECOND    CLASS 0
 JX0397
 JX0397.The horizontal coordinates were scaled from a topographic map and have
 JX0397.an estimated accuracy of +/- 6 seconds.
 JX0397
 JX0397.The orthometric height was determined by differential leveling
 JX0397.and adjusted by the National Geodetic Survey in June 1991..
 JX0397
 JX0397.The geoid height was determined by GEOID03.
 JX0397
 JX0397.The dynamic height is computed by dividing the NAVD 88
 JX0397.geopotential number by the normal gravity value computed on the
 JX0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0397.degrees latitude (g = 980.6199 gals.).
 JX0397
 JX0397.The modeled gravity was interpolated from observed gravity values.
 JX0397
 JX0397;                    North         East    Units  Estimated Accuracy
 JX0397;SPC WV N     -   111,290.      502,470.      MT  (+/- 180 meters Scaled)
 JX0397
 JX0397                          SUPERSEDED SURVEY CONTROL
 JX0397
 JX0397  NGVD 29 (??/??/92)  255.428  (m)          838.02   (f) ADJ UNCH    2 0
 JX0397
 JX0397.Superseded values are not recommended for survey control.
 JX0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0397.See file dsdata.txt to determine how the superseded data were derived.
 JX0397
 JX0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND314719(NAD 83)
 JX0397_MARKER: DB = BENCH MARK DISK
 JX0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0397_STAMPING: U 136 1957
 JX0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0397+STABILITY: SURFACE MOTION
 JX0397
 JX0397  HISTORY     - Date     Condition        Report By
 JX0397  HISTORY     - 1957     MONUMENTED       CGS
 JX0397
 JX0397                          STATION DESCRIPTION
 JX0397
 JX0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0397'3 MI S FROM JACKSONBURG.
 JX0397'ABOUT 2.95 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE BALTIMORE
 JX0397'AND OHIO RAILROAD STATION AT JACKSONBURG, ABOUT 0.4 MILE NORTH
 JX0397'OF JUNCTION OF A ROAD SOUTHEAST AND A 30-FOOT CONCRETE BRIDGE,
 JX0397'IN A SMALL CLEARING, NEAR THE NORTHEAST CORNER OF AN OIL WELL
 JX0397'DERRICK, 59 1/2 FEET WEST OF CENTER LINE OF ROAD, 2 FEET EAST
 JX0397'OF NORTHEAST CORNER OF THE DERRICK AND IN LINE WITH NORTH SECTION
 JX0397'OF DERRICK, 16 1/2 FEET NORTHEAST OF OIL WELL, 1 FOOT SOUTH
 JX0397'OF A CONCRETE WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF ROAD
 JX0397'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0391 ***********************************************************************
 JX0391  DESIGNATION -  U 137
 JX0391  PID         -  JX0391
 JX0391  STATE/COUNTY-  WV/DODDRIDGE
 JX0391  USGS QUAD   -  FOLSOM (1976)
 JX0391
 JX0391                         *CURRENT SURVEY CONTROL
 JX0391  ___________________________________________________________________
 JX0391* NAD 83(1986)-  39 24 31.     (N)    080 33 19.     (W)     SCALED    
 JX0391* NAVD 88     -       288.303  (meters)     945.87   (feet)  ADJUSTED  
 JX0391  ___________________________________________________________________
 JX0391  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JX0391  DYNAMIC HT  -         288.127 (meters)     945.30  (feet)  COMP
 JX0391  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 JX0391
 JX0391  VERT ORDER  -  SECOND    CLASS 0
 JX0391
 JX0391.The horizontal coordinates were scaled from a topographic map and have
 JX0391.an estimated accuracy of +/- 6 seconds.
 JX0391
 JX0391.The orthometric height was determined by differential leveling
 JX0391.and adjusted by the National Geodetic Survey in June 1991..
 JX0391
 JX0391.The geoid height was determined by GEOID03.
 JX0391
 JX0391.The dynamic height is computed by dividing the NAVD 88
 JX0391.geopotential number by the normal gravity value computed on the
 JX0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0391.degrees latitude (g = 980.6199 gals.).
 JX0391
 JX0391.The modeled gravity was interpolated from observed gravity values.
 JX0391
 JX0391;                    North         East    Units  Estimated Accuracy
 JX0391;SPC WV N     -   101,410.      509,120.      MT  (+/- 180 meters Scaled)
 JX0391
 JX0391                          SUPERSEDED SURVEY CONTROL
 JX0391
 JX0391  NGVD 29 (??/??/92)  288.457  (m)          946.38   (f) ADJ UNCH    2 0
 JX0391
 JX0391.Superseded values are not recommended for survey control.
 JX0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0391.See file dsdata.txt to determine how the superseded data were derived.
 JX0391
 JX0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND382622(NAD 83)
 JX0391_MARKER: DB = BENCH MARK DISK
 JX0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0391_STAMPING: U 137 1957
 JX0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0391+STABILITY: SURFACE MOTION
 JX0391
 JX0391  HISTORY     - Date     Condition        Report By
 JX0391  HISTORY     - 1957     MONUMENTED       CGS
 JX0391
 JX0391                          STATION DESCRIPTION
 JX0391
 JX0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0391'5.2 MI E FROM CENTER POINT.
 JX0391'ABOUT 2.35 MILES EAST ALONG A ROAD FOLLOWING PIKE FORK FROM
 JX0391'THE JUNCTION OF STATE HIGHWAY 23 AT CENTER POINT, THENCE ABOUT
 JX0391'2.8 MILES NORTHEAST ALONG ROAD FOLLOWING SYCAMORE FORK, 0.3
 JX0391'MILE NORTHEAST OF JUNCTION OF A SMALL ROAD LEADING NORTHWEST
 JX0391'ALONG A CREEK BRANCH, 14 FEET NORTHWEST OF CENTER LINE OF ROAD,
 JX0391'110 FEET SOUTHWEST OF A 24-INCH CORRUGATED PIPE CULVERT FOR A
 JX0391'SMALL CREEK BRANCH, 84 FEET SOUTH OF SOUTHWEST END OF SOUTHEAST
 JX0391'WALL OF AN ABANDONED CELLAR OF CONCRETE FOUNDATION OF OLD
 JX0391'HOUSE, 73 FEET SOUTHWEST OF CENTER OF A GATE IN FENCE LINE, 1
 JX0391'FOOT NORTHWEST OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE
 JX0391'CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET
 JX0391'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0237 ***********************************************************************
 JX0237  DESIGNATION -  U 138
 JX0237  PID         -  JX0237
 JX0237  STATE/COUNTY-  WV/WETZEL
 JX0237  USGS QUAD   -  FOLSOM (1976)
 JX0237
 JX0237                         *CURRENT SURVEY CONTROL
 JX0237  ___________________________________________________________________
 JX0237* NAD 83(1986)-  39 28 17.     (N)    080 31 16.     (W)     SCALED    
 JX0237* NAVD 88     -       293.584  (meters)     963.20   (feet)  ADJUSTED  
 JX0237  ___________________________________________________________________
 JX0237  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JX0237  DYNAMIC HT  -         293.408 (meters)     962.62  (feet)  COMP
 JX0237  MODELED GRAV-     980,019.3   (mgal)                       NAVD 88
 JX0237
 JX0237  VERT ORDER  -  SECOND    CLASS 0
 JX0237
 JX0237.The horizontal coordinates were scaled from a topographic map and have
 JX0237.an estimated accuracy of +/- 6 seconds.
 JX0237
 JX0237.The orthometric height was determined by differential leveling
 JX0237.and adjusted by the National Geodetic Survey in June 1991..
 JX0237
 JX0237.The geoid height was determined by GEOID03.
 JX0237
 JX0237.The dynamic height is computed by dividing the NAVD 88
 JX0237.geopotential number by the normal gravity value computed on the
 JX0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0237.degrees latitude (g = 980.6199 gals.).
 JX0237
 JX0237.The modeled gravity was interpolated from observed gravity values.
 JX0237
 JX0237;                    North         East    Units  Estimated Accuracy
 JX0237;SPC WV N     -   108,340.      512,140.      MT  (+/- 180 meters Scaled)
 JX0237
 JX0237                          SUPERSEDED SURVEY CONTROL
 JX0237
 JX0237  NGVD 29 (??/??/92)  293.742  (m)          963.72   (f) ADJ UNCH    2 0
 JX0237
 JX0237.Superseded values are not recommended for survey control.
 JX0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0237.See file dsdata.txt to determine how the superseded data were derived.
 JX0237
 JX0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND411691(NAD 83)
 JX0237_MARKER: DB = BENCH MARK DISK
 JX0237_SETTING: 66 = SET IN ROCK OUTCROP
 JX0237_SP_SET: CUT
 JX0237_STAMPING: U 138 1957
 JX0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0237+STABILITY: POSITION/ELEVATION WELL
 JX0237
 JX0237  HISTORY     - Date     Condition        Report By
 JX0237  HISTORY     - 1957     MONUMENTED       CGS
 JX0237
 JX0237                          STATION DESCRIPTION
 JX0237
 JX0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0237'3.1 MI SE FROM SMITHFIELD.
 JX0237'ABOUT 3.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0237'FROM THE STATION AT SMITHFIELD, AT FOLSOM, AT THE FORMER SITE
 JX0237'OF RAILROAD STATION, NEAR MILEAGE POLE NO. 32+22, SET VERTICALLY
 JX0237'IN THE SOUTH FACE OF A PROJECTION OF ROCK THAT IS PART OF A LONG
 JX0237'CUT, 10 FEET NORTH OF NORTH RAIL, 137 FEET EAST AND ACROSS TRACK
 JX0237'FROM POLE NO. 32+22, AND ABOUT 2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0634 ***********************************************************************
 JX0634  DESIGNATION -  U 139
 JX0634  PID         -  JX0634
 JX0634  STATE/COUNTY-  WV/TYLER
 JX0634  USGS QUAD   -  PORTERS FALLS (1976)
 JX0634
 JX0634                         *CURRENT SURVEY CONTROL
 JX0634  ___________________________________________________________________
 JX0634* NAD 83(1986)-  39 30 55.     (N)    080 47 02.     (W)     SCALED    
 JX0634* NAVD 88     -       251.519  (meters)     825.19   (feet)  ADJUSTED  
 JX0634  ___________________________________________________________________
 JX0634  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JX0634  DYNAMIC HT  -         251.371 (meters)     824.71  (feet)  COMP
 JX0634  MODELED GRAV-     980,034.7   (mgal)                       NAVD 88
 JX0634
 JX0634  VERT ORDER  -  SECOND    CLASS 0
 JX0634
 JX0634.The horizontal coordinates were scaled from a topographic map and have
 JX0634.an estimated accuracy of +/- 6 seconds.
 JX0634
 JX0634.The orthometric height was determined by differential leveling
 JX0634.and adjusted by the National Geodetic Survey in June 1991..
 JX0634
 JX0634.The geoid height was determined by GEOID03.
 JX0634
 JX0634.The dynamic height is computed by dividing the NAVD 88
 JX0634.geopotential number by the normal gravity value computed on the
 JX0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0634.degrees latitude (g = 980.6199 gals.).
 JX0634
 JX0634.The modeled gravity was interpolated from observed gravity values.
 JX0634
 JX0634;                    North         East    Units  Estimated Accuracy
 JX0634;SPC WV N     -   113,500.      489,600.      MT  (+/- 180 meters Scaled)
 JX0634
 JX0634                          SUPERSEDED SURVEY CONTROL
 JX0634
 JX0634  NGVD 29 (??/??/92)  251.681  (m)          825.72   (f) ADJ UNCH    2 0
 JX0634
 JX0634.Superseded values are not recommended for survey control.
 JX0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0634.See file dsdata.txt to determine how the superseded data were derived.
 JX0634
 JX0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND185739(NAD 83)
 JX0634_MARKER: DB = BENCH MARK DISK
 JX0634_SETTING: 66 = SET IN ROCK OUTCROP
 JX0634_SP_SET: ROCK PROJECTION
 JX0634_STAMPING: U 139 1957
 JX0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0634+STABILITY: POSITION/ELEVATION WELL
 JX0634
 JX0634  HISTORY     - Date     Condition        Report By
 JX0634  HISTORY     - 1957     MONUMENTED       CGS
 JX0634
 JX0634                          STATION DESCRIPTION
 JX0634
 JX0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0634'0.4 MI E FROM IUKA.
 JX0634'ABOUT 0.35 MILE EAST ALONG ELK CREEK ROAD FROM UNITED BRETHREN
 JX0634'CHURCH AT IUKA, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 JX0634'PROJECTION IN A CUT, 17 FEET NORTH OF CENTER LINE OF ROAD, 145
 JX0634'FEET WEST OF EAST END OF CUT, 49 FEET NORTHWEST AND ACROSS ROAD
 JX0634'FROM THE NORTHWEST CORNER OF A BARN AND ABOUT 5 FEET ABOVE LEVEL
 JX0634'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0520 ***********************************************************************
 HX0520  DESIGNATION -  U 14 RESET 1962
 HX0520  PID         -  HX0520
 HX0520  STATE/COUNTY-  WV/WEBSTER
 HX0520  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0520
 HX0520                         *CURRENT SURVEY CONTROL
 HX0520  ___________________________________________________________________
 HX0520* NAD 83(1986)-  38 28 20.     (N)    080 25 03.     (W)     SCALED    
 HX0520* NAVD 88     -       628.380  (meters)    2061.61   (feet)  ADJUSTED  
 HX0520  ___________________________________________________________________
 HX0520  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX0520  DYNAMIC HT  -         627.904 (meters)    2060.05  (feet)  COMP
 HX0520  MODELED GRAV-     979,851.4   (mgal)                       NAVD 88
 HX0520
 HX0520  VERT ORDER  -  SECOND    CLASS 0
 HX0520
 HX0520.The horizontal coordinates were scaled from a topographic map and have
 HX0520.an estimated accuracy of +/- 6 seconds.
 HX0520
 HX0520.The orthometric height was determined by differential leveling
 HX0520.and adjusted by the National Geodetic Survey in June 1991..
 HX0520
 HX0520.The geoid height was determined by GEOID03.
 HX0520
 HX0520.The dynamic height is computed by dividing the NAVD 88
 HX0520.geopotential number by the normal gravity value computed on the
 HX0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0520.degrees latitude (g = 980.6199 gals.).
 HX0520
 HX0520.The modeled gravity was interpolated from observed gravity values.
 HX0520
 HX0520;                    North         East    Units  Estimated Accuracy
 HX0520;SPC WV S     -   163,560.      650,830.      MT  (+/- 180 meters Scaled)
 HX0520
 HX0520                          SUPERSEDED SURVEY CONTROL
 HX0520
 HX0520  NGVD 29 (??/??/92)  628.515  (m)         2062.05   (f) ADJ UNCH    2 0
 HX0520
 HX0520.Superseded values are not recommended for survey control.
 HX0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0520.See file dsdata.txt to determine how the superseded data were derived.
 HX0520
 HX0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC508583(NAD 83)
 HX0520_MARKER: DB = BENCH MARK DISK
 HX0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0520_STAMPING: U 14 RESET 1935
 HX0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0520+STABILITY: SURFACE MOTION
 HX0520
 HX0520  HISTORY     - Date     Condition        Report By
 HX0520  HISTORY     - 1935     MONUMENTED       WVHD
 HX0520  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0520
 HX0520                          STATION DESCRIPTION
 HX0520
 HX0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0520'1.6 MI SW FROM WEBSTER SPRINGS.
 HX0520'1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 15 FROM WEBSTER SPRINGS,
 HX0520'ABOUT 1/4 MILE WEST OF THE SECOND SWITCHBACK FROM THE FOOT OF A
 HX0520'HILL, AT THE OUTSIDE OF A CURVE, AND ABOUT 15 YARDS NORTH OF THE
 HX0520'CENTER LINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED U 14
 HX0520'RESET 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0592 ***********************************************************************
 JX0592  DESIGNATION -  U 140
 JX0592  PID         -  JX0592
 JX0592  STATE/COUNTY-  WV/TYLER
 JX0592  USGS QUAD   -  PADEN CITY (1994)
 JX0592
 JX0592                         *CURRENT SURVEY CONTROL
 JX0592  ___________________________________________________________________
 JX0592* NAD 83(1986)-  39 31 11.     (N)    080 53 31.     (W)     SCALED    
 JX0592* NAVD 88     -       211.774  (meters)     694.80   (feet)  ADJUSTED  
 JX0592  ___________________________________________________________________
 JX0592  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX0592  DYNAMIC HT  -         211.650 (meters)     694.39  (feet)  COMP
 JX0592  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 JX0592
 JX0592  VERT ORDER  -  SECOND    CLASS 0
 JX0592
 JX0592.The horizontal coordinates were scaled from a topographic map and have
 JX0592.an estimated accuracy of +/- 6 seconds.
 JX0592
 JX0592.The orthometric height was determined by differential leveling
 JX0592.and adjusted by the National Geodetic Survey in June 1991..
 JX0592
 JX0592.The geoid height was determined by GEOID03.
 JX0592
 JX0592.The dynamic height is computed by dividing the NAVD 88
 JX0592.geopotential number by the normal gravity value computed on the
 JX0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0592.degrees latitude (g = 980.6199 gals.).
 JX0592
 JX0592.The modeled gravity was interpolated from observed gravity values.
 JX0592
 JX0592;                    North         East    Units  Estimated Accuracy
 JX0592;SPC WV N     -   114,130.      480,320.      MT  (+/- 180 meters Scaled)
 JX0592
 JX0592                          SUPERSEDED SURVEY CONTROL
 JX0592
 JX0592  NGVD 29 (??/??/92)  211.938  (m)          695.33   (f) ADJ UNCH    2 0
 JX0592
 JX0592.Superseded values are not recommended for survey control.
 JX0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0592.See file dsdata.txt to determine how the superseded data were derived.
 JX0592
 JX0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND092744(NAD 83)
 JX0592_MARKER: DB = BENCH MARK DISK
 JX0592_SETTING: 66 = SET IN ROCK OUTCROP
 JX0592_SP_SET: ROCK CUT
 JX0592_STAMPING: U 140 1957
 JX0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0592+STABILITY: POSITION/ELEVATION WELL
 JX0592
 JX0592  HISTORY     - Date     Condition        Report By
 JX0592  HISTORY     - 1957     MONUMENTED       CGS
 JX0592  HISTORY     - 1983     GOOD             NGS
 JX0592
 JX0592                          STATION DESCRIPTION
 JX0592
 JX0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0592'2.4 MI NW FROM MIDDLEBOURNE.
 JX0592'ABOUT 2.4 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE COURT
 JX0592'HOUSE AT MIDDLEBOURNE, ABOUT 1.65 MILES SOUTH OF THE ROAD
 JX0592'JUNCTION AT KIDWELL, ABOUT 0.35 MILE NORTHWEST OF A 100-FOOT
 JX0592'BRIDGE OVER POINT PLEASANT CREEK, AT THE NORTH END OF A LONG ROCK
 JX0592'CUT, SET VERTICALLY IN FACE OF CUT, 27 FEET EAST OF CENTER LINE
 JX0592'OF HIGHWAY, 90 FEET SOUTH OF NORTH END OF CUT, 2 FEET ABOVE GROUND
 JX0592'AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 JX0592
 JX0592                          STATION RECOVERY (1983)
 JX0592
 JX0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0298 ***********************************************************************
 JX0298  DESIGNATION -  U 141
 JX0298  PID         -  JX0298
 JX0298  STATE/COUNTY-  WV/RITCHIE
 JX0298  USGS QUAD   -  PENNSBORO (1987)
 JX0298
 JX0298                         *CURRENT SURVEY CONTROL
 JX0298  ___________________________________________________________________
 JX0298* NAD 83(1986)-  39 21 39.     (N)    080 54 37.     (W)     SCALED    
 JX0298* NAVD 88     -       263.387  (meters)     864.13   (feet)  ADJUSTED  
 JX0298  ___________________________________________________________________
 JX0298  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JX0298  DYNAMIC HT  -         263.223 (meters)     863.59  (feet)  COMP
 JX0298  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 JX0298
 JX0298  VERT ORDER  -  SECOND    CLASS 0
 JX0298
 JX0298.The horizontal coordinates were scaled from a topographic map and have
 JX0298.an estimated accuracy of +/- 6 seconds.
 JX0298
 JX0298.The orthometric height was determined by differential leveling
 JX0298.and adjusted by the National Geodetic Survey in June 1991..
 JX0298
 JX0298.The geoid height was determined by GEOID03.
 JX0298
 JX0298.The dynamic height is computed by dividing the NAVD 88
 JX0298.geopotential number by the normal gravity value computed on the
 JX0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0298.degrees latitude (g = 980.6199 gals.).
 JX0298
 JX0298.The modeled gravity was interpolated from observed gravity values.
 JX0298
 JX0298;                    North         East    Units  Estimated Accuracy
 JX0298;SPC WV N     -    96,520.      478,470.      MT  (+/- 180 meters Scaled)
 JX0298
 JX0298                          SUPERSEDED SURVEY CONTROL
 JX0298
 JX0298  NGVD 29 (??/??/92)  263.556  (m)          864.68   (f) ADJ UNCH    2 0
 JX0298
 JX0298.Superseded values are not recommended for survey control.
 JX0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0298.See file dsdata.txt to determine how the superseded data were derived.
 JX0298
 JX0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND077568(NAD 83)
 JX0298_MARKER: DB = BENCH MARK DISK
 JX0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0298_SP_SET: BRIDGE
 JX0298_STAMPING: U 141 1957
 JX0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0298
 JX0298  HISTORY     - Date     Condition        Report By
 JX0298  HISTORY     - 1957     MONUMENTED       CGS
 JX0298
 JX0298                          STATION DESCRIPTION
 JX0298
 JX0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0298'0.3 MI N FROM MOUNTAIN.
 JX0298'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 74 FROM THE UNION CHAPEL
 JX0298'AT MOUNTAIN, ABOUT 0.1 MILE SOUTH OF JUNCTION OF A GRAVEL ROAD
 JX0298'LEADING NORTHWEST, IN THE TOP OF NORTH END OF EAST BRIDGE RAILING
 JX0298'OF A 24-FOOT CONCRETE BRIDGE OVER STRAIGHT RUN, 11 FEET EAST OF
 JX0298'CENTER LINE OF HIGHWAY AND 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0046 ***********************************************************************
 JX0046  DESIGNATION -  U 142
 JX0046  PID         -  JX0046
 JX0046  STATE/COUNTY-  WV/MONONGALIA
 JX0046  USGS QUAD   -  OSAGE (1997)
 JX0046
 JX0046                         *CURRENT SURVEY CONTROL
 JX0046  ___________________________________________________________________
 JX0046* NAD 83(1986)-  39 44 09.     (N)    080 03 56.     (W)     SCALED    
 JX0046* NAVD 88     -       292.41   (+/-2cm)     959.3    (feet)  VERTCON   
 JX0046  ___________________________________________________________________
 JX0046  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JX0046
 JX0046  VERT ORDER  -  THIRD (See Below)
 JX0046
 JX0046.The horizontal coordinates were scaled from a topographic map and have
 JX0046.an estimated accuracy of +/- 6 seconds.
 JX0046
 JX0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX0046.The vertical order pertains to the NGVD 29 superseded value.
 JX0046
 JX0046.The geoid height was determined by GEOID03.
 JX0046
 JX0046;                    North         East    Units  Estimated Accuracy
 JX0046;SPC WV N     -   137,350.      551,520.      MT  (+/- 180 meters Scaled)
 JX0046
 JX0046                          SUPERSEDED SURVEY CONTROL
 JX0046
 JX0046  NGVD 29 (??/??/??)  292.54   (m)          959.8    (f) RESET       3  
 JX0046
 JX0046.Superseded values are not recommended for survey control.
 JX0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0046.See file dsdata.txt to determine how the superseded data were derived.
 JX0046
 JX0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND800988(NAD 83)
 JX0046_MARKER: DB = BENCH MARK DISK
 JX0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0046_SP_SET: BRIDGE
 JX0046_STAMPING: U 142 1957
 JX0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0046
 JX0046  HISTORY     - Date     Condition        Report By
 JX0046  HISTORY     - 1957     MONUMENTED       CGS
 JX0046
 JX0046                          STATION DESCRIPTION
 JX0046
 JX0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0046'1.3 MI SE FROM MOUNT MORRIS.
 JX0046'IN WEST VIRGINIA, ABOUT 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY
 JX0046'19 FROM THE BRIDGE OVER DUNKARD CREEK AT MOUNT MORRIS, GREENE
 JX0046'COUNTY, PENNSYLVANIA, 125 YARDS SOUTH OF THE PENNSYLVANIA-WEST
 JX0046'VIRGINIA STATE LINE, IN THE TOP OF THE WING WALL AT NORTHEAST
 JX0046'CORNER OF A NEW 30-FOOT CONCRETE BRIDGE OVER A CREEK, 18 FEET
 JX0046'EAST OF CENTER LINE OF HIGHWAY, 1.7 FOOT EAST OF EAST CONCRETE
 JX0046'BANISTER AND 1/2 FOOT ABOVE LEVEL OF HIGHWAY.  NOTE-- THIS MARK
 JX0046'WAS ESTABLISHED TO REPLACE BENCH MARK A 119 WHICH WAS LOCATED
 JX0046'IN PENNSYLVANIA, JUST NORTH OF THE STATE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0314 ***********************************************************************
 GY0314  DESIGNATION -  U 143
 GY0314  PID         -  GY0314
 GY0314  STATE/COUNTY-  WV/LOGAN
 GY0314  USGS QUAD   -  HOLDEN (1989)
 GY0314
 GY0314                         *CURRENT SURVEY CONTROL
 GY0314  ___________________________________________________________________
 GY0314* NAD 83(1986)-  37 46 19.     (N)    082 06 13.     (W)     SCALED    
 GY0314* NAVD 88     -       527.304  (meters)    1730.00   (feet)  ADJUSTED  
 GY0314  ___________________________________________________________________
 GY0314  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GY0314  DYNAMIC HT  -         526.921 (meters)    1728.74  (feet)  COMP
 GY0314  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 GY0314
 GY0314  VERT ORDER  -  SECOND    CLASS 0
 GY0314
 GY0314.The horizontal coordinates were scaled from a topographic map and have
 GY0314.an estimated accuracy of +/- 6 seconds.
 GY0314
 GY0314.The orthometric height was determined by differential leveling
 GY0314.and adjusted by the National Geodetic Survey in June 1991..
 GY0314
 GY0314.The geoid height was determined by GEOID03.
 GY0314
 GY0314.The dynamic height is computed by dividing the NAVD 88
 GY0314.geopotential number by the normal gravity value computed on the
 GY0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0314.degrees latitude (g = 980.6199 gals.).
 GY0314
 GY0314.The modeled gravity was interpolated from observed gravity values.
 GY0314
 GY0314;                    North         East    Units  Estimated Accuracy
 GY0314;SPC WV S     -    86,260.      502,780.      MT  (+/- 180 meters Scaled)
 GY0314
 GY0314                          SUPERSEDED SURVEY CONTROL
 GY0314
 GY0314  NGVD 29 (??/??/92)  527.525  (m)         1730.72   (f) ADJ UNCH    2 0
 GY0314
 GY0314.Superseded values are not recommended for survey control.
 GY0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0314.See file dsdata.txt to determine how the superseded data were derived.
 GY0314
 GY0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB028810(NAD 83)
 GY0314_MARKER: DB = BENCH MARK DISK
 GY0314_SETTING: 66 = SET IN ROCK OUTCROP
 GY0314_SP_SET: ROCK CUT
 GY0314_STAMPING: U 143 1957
 GY0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0314+STABILITY: POSITION/ELEVATION WELL
 GY0314
 GY0314  HISTORY     - Date     Condition        Report By
 GY0314  HISTORY     - 1957     MONUMENTED       CGS
 GY0314
 GY0314                          STATION DESCRIPTION
 GY0314
 GY0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0314'6 MI SW FROM HOLDEN.
 GY0314'ABOUT 3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 65 FROM CENTRAL
 GY0314'SCHOOL AT HOLDEN, THENCE ABOUT 2.3 MILES SOUTH ALONG A PAVED
 GY0314'ROAD WHICH FOLLOWS THE LOGAN-MINGO COUNTY LINE AND LEADS TO
 GY0314'MINE 22, ABOUT 0.15 MILE NORTHWEST OF A DIM ROAD SOUTHEAST AND
 GY0314'A PIPE LINE CROSSING, SET VERTICALLY IN FACE OF A ROCK CUT, 24
 GY0314'FEET SOUTHEAST OF CENTER LINE OF ROAD, 84 FEET SOUTHWEST OF
 GY0314'NORTHEAST END OF ROCK CUT, 49 FEET EAST-SOUTHEAST AND ACROSS
 GY0314'ROAD FROM A LONE 24-INCH POPLAR TREE, ABOUT 103 YARDS NORTHEAST
 GY0314'OF A SHARP CURVE WITH TANGENTS EXTENDING NORTHEAST AND SOUTHEAST,
 GY0314'AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0248 ***********************************************************************
 GY0248  DESIGNATION -  U 144
 GY0248  PID         -  GY0248
 GY0248  STATE/COUNTY-  WV/MINGO
 GY0248  USGS QUAD   -  NAUGATUCK (1975)
 GY0248
 GY0248                         *CURRENT SURVEY CONTROL
 GY0248  ___________________________________________________________________
 GY0248* NAD 83(1986)-  37 47 06.     (N)    082 15 19.     (W)     SCALED    
 GY0248* NAVD 88     -       198.091  (meters)     649.90   (feet)  ADJUSTED  
 GY0248  ___________________________________________________________________
 GY0248  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GY0248  DYNAMIC HT  -         197.946 (meters)     649.43  (feet)  COMP
 GY0248  MODELED GRAV-     979,892.3   (mgal)                       NAVD 88
 GY0248
 GY0248  VERT ORDER  -  SECOND    CLASS 0
 GY0248
 GY0248.The horizontal coordinates were scaled from a topographic map and have
 GY0248.an estimated accuracy of +/- 6 seconds.
 GY0248
 GY0248.The orthometric height was determined by differential leveling
 GY0248.and adjusted by the National Geodetic Survey in June 1991..
 GY0248
 GY0248.The geoid height was determined by GEOID03.
 GY0248
 GY0248.The dynamic height is computed by dividing the NAVD 88
 GY0248.geopotential number by the normal gravity value computed on the
 GY0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0248.degrees latitude (g = 980.6199 gals.).
 GY0248
 GY0248.The modeled gravity was interpolated from observed gravity values.
 GY0248
 GY0248;                    North         East    Units  Estimated Accuracy
 GY0248;SPC WV S     -    87,870.      489,430.      MT  (+/- 180 meters Scaled)
 GY0248
 GY0248                          SUPERSEDED SURVEY CONTROL
 GY0248
 GY0248  NGVD 29 (??/??/92)  198.313  (m)          650.63   (f) ADJ UNCH    2 0
 GY0248
 GY0248.Superseded values are not recommended for survey control.
 GY0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0248.See file dsdata.txt to determine how the superseded data were derived.
 GY0248
 GY0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB894827(NAD 83)
 GY0248_MARKER: DB = BENCH MARK DISK
 GY0248_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY0248_SP_SET: ROCK PROJECTION
 GY0248_STAMPING: U 144 1957
 GY0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0248
 GY0248  HISTORY     - Date     Condition        Report By
 GY0248  HISTORY     - 1957     MONUMENTED       CGS
 GY0248
 GY0248                          STATION DESCRIPTION
 GY0248
 GY0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0248'1.6 MI W FROM BELO.
 GY0248'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 65 FROM THE JUNCTION OF
 GY0248'STATE HIGHWAY 65 S AT BELO, ABOUT 0.2 MILE SOUTHEAST OF LITTLE
 GY0248'DOVE CHURCH OF CHRIST, 98 FEET NORTH-NORTHEAST OF CENTER LINE
 GY0248'OF HIGHWAY, 82 1/2 FEET SOUTH OF SOUTH CORNER OF G.C. HALL
 GY0248'RESIDENCE, 16 FEET EAST-SOUTHEAST OF CENTER LINE OF PRIVATE
 GY0248'DRIVE, 7 FEET SOUTHEAST AND 2 FEET ABOVE THE NORTHEAST END OF A
 GY0248'36-INCH PIPE CULVERT UNDER DRIVE, SET IN THE TOP OF A ROCK
 GY0248'PROJECTION AT BASE OF A HILL SIDE AND 2 1/2 FEET ABOVE LEVEL OF
 GY0248'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0304 ***********************************************************************
 GY0304  DESIGNATION -  U 145
 GY0304  PID         -  GY0304
 GY0304  STATE/COUNTY-  WV/MINGO
 GY0304  USGS QUAD   -  DELBARTON (1976)
 GY0304
 GY0304                         *CURRENT SURVEY CONTROL
 GY0304  ___________________________________________________________________
 GY0304* NAD 83(1986)-  37 39 21.     (N)    082 08 25.     (W)     SCALED    
 GY0304* NAVD 88     -       321.394  (meters)    1054.44   (feet)  ADJUSTED  
 GY0304  ___________________________________________________________________
 GY0304  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GY0304  DYNAMIC HT  -         321.155 (meters)    1053.66  (feet)  COMP
 GY0304  MODELED GRAV-     979,876.8   (mgal)                       NAVD 88
 GY0304
 GY0304  VERT ORDER  -  SECOND    CLASS 0
 GY0304
 GY0304.The horizontal coordinates were scaled from a topographic map and have
 GY0304.an estimated accuracy of +/- 6 seconds.
 GY0304
 GY0304.The orthometric height was determined by differential leveling
 GY0304.and adjusted by the National Geodetic Survey in June 1991..
 GY0304
 GY0304.The geoid height was determined by GEOID03.
 GY0304
 GY0304.The dynamic height is computed by dividing the NAVD 88
 GY0304.geopotential number by the normal gravity value computed on the
 GY0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0304.degrees latitude (g = 980.6199 gals.).
 GY0304
 GY0304.The modeled gravity was interpolated from observed gravity values.
 GY0304
 GY0304;                    North         East    Units  Estimated Accuracy
 GY0304;SPC WV S     -    73,410.      499,390.      MT  (+/- 180 meters Scaled)
 GY0304
 GY0304                          SUPERSEDED SURVEY CONTROL
 GY0304
 GY0304  NGVD 29 (??/??/92)  321.620  (m)         1055.18   (f) ADJ UNCH    2 0
 GY0304
 GY0304.Superseded values are not recommended for survey control.
 GY0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0304.See file dsdata.txt to determine how the superseded data were derived.
 GY0304
 GY0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB994682(NAD 83)
 GY0304_MARKER: DB = BENCH MARK DISK
 GY0304_SETTING: 66 = SET IN ROCK OUTCROP
 GY0304_SP_SET: ROCK CUT
 GY0304_STAMPING: U 145 1957
 GY0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0304+STABILITY: POSITION/ELEVATION WELL
 GY0304
 GY0304  HISTORY     - Date     Condition        Report By
 GY0304  HISTORY     - 1957     MONUMENTED       CGS
 GY0304
 GY0304                          STATION DESCRIPTION
 GY0304
 GY0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0304'1.4 MI SE FROM TAYLORSVILLE.
 GY0304'ABOUT 1.35 MILES SOUTHEAST ALONG RED JACKET ROAD FROM THE JUNCTION
 GY0304'OF U.S. HIGHWAY 119 AT TAYLORSVILLE, ABOUT 0.85 MILE NORTHWEST
 GY0304'OF JUNCTION OF A ROAD SOUTHWEST TO MATEWAN, ABOUT 0.4 MILE
 GY0304'SOUTHEAST OF THE TOP OF MOUNTAIN AND ON THE SOUTHEAST SLOPE OF
 GY0304'GRADE, SET IN THE TOP OF A NARROW LEDGE ON THE SOUTH FACE AND
 GY0304'NEAR THE WEST END OF A ROCK CUT, 21 FEET NORTH OF CENTER LINE OF
 GY0304'ROAD, ABOUT 42 FEET EAST OF CENTER OF A RAVINE, 3 FEET WEST AND
 GY0304'ABOVE 2 1/2 FEET BELOW A 6-INCH TRIANGLE CHISELED IN FACE OF
 GY0304'ROCK CUT AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3137 ***********************************************************************
 GY3137  DESIGNATION -  U 145 RESET 1980
 GY3137  PID         -  GY3137
 GY3137  STATE/COUNTY-  WV/MINGO
 GY3137  USGS QUAD   -  DELBARTON (1976)
 GY3137
 GY3137                         *CURRENT SURVEY CONTROL
 GY3137  ___________________________________________________________________
 GY3137* NAD 83(1986)-  37 39 21.     (N)    082 08 25.     (W)     SCALED    
 GY3137* NAVD 88     -       321.25   (meters)    1054.0    (feet)  RESET     
 GY3137  ___________________________________________________________________
 GY3137  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GY3137
 GY3137  VERT ORDER  -  THIRD
 GY3137
 GY3137.The horizontal coordinates were scaled from a topographic map and have
 GY3137.an estimated accuracy of +/- 6 seconds.
 GY3137
 GY3137.The orthometric height was computed from unverified reset data.
 GY3137.No vertical observational check was made to the station.
 GY3137
 GY3137.The geoid height was determined by GEOID03.
 GY3137
 GY3137;                    North         East    Units  Estimated Accuracy
 GY3137;SPC WV S     -    73,410.      499,390.      MT  (+/- 180 meters Scaled)
 GY3137
 GY3137                          SUPERSEDED SURVEY CONTROL
 GY3137
 GY3137  NGVD 29 (09/25/03)  321.48   (m)         1054.7    (f) RESET       3  
 GY3137
 GY3137.Superseded values are not recommended for survey control.
 GY3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3137.See file dsdata.txt to determine how the superseded data were derived.
 GY3137
 GY3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB994682(NAD 83)
 GY3137_MARKER: DB = BENCH MARK DISK
 GY3137_SETTING: 66 = SET IN ROCK OUTCROP
 GY3137_SP_SET: SET IN ROCK OUTCROP
 GY3137_STAMPING: U 145 RESET 1980
 GY3137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY3137+STABILITY: POSITION/ELEVATION WELL
 GY3137
 GY3137  HISTORY     - Date     Condition        Report By
 GY3137  HISTORY     - 1980     MONUMENTED       WVHD
 GY3137
 GY3137                          STATION DESCRIPTION
 GY3137
 GY3137'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1980
 GY3137'1.35 MI SE FROM TAYLORVILLE.
 GY3137'1.35 MILES SOUTHEAST ALONG RED JACKET ROAD FROM THE JUNCTON OF U.S.
 GY3137'HIGHWAY 119 IN TAYLORVILLE, ABOUT 0.85 MILE NORTHWEST OF JUNCTION OF
 GY3137'A ROAD SOUTHWEST TO MATEWAN, ABOUT 0.4 MILE SOUTHEAST OF THE TOP OF
 GY3137'MOUNTAIN AND ON THE SOUTHEAST SLOPE OF GRADE, IN THE TOP OF A
 GY3137'NARROW LEDGE ON THE SOUTH FACE AND NEAR THE WEST END OF A ROCK CUT,
 GY3137'AND 24.7 FEET RIGHT OF STATION 59+40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0660 ***********************************************************************
 HY0660  DESIGNATION -  U 146
 HY0660  PID         -  HY0660
 HY0660  STATE/COUNTY-  WV/WAYNE
 HY0660  USGS QUAD   -  WAYNE (1987)
 HY0660
 HY0660                         *CURRENT SURVEY CONTROL
 HY0660  ___________________________________________________________________
 HY0660* NAD 83(1986)-  38 12 32.     (N)    082 26 15.     (W)     SCALED    
 HY0660* NAVD 88     -       186.548  (meters)     612.03   (feet)  ADJUSTED  
 HY0660  ___________________________________________________________________
 HY0660  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY0660  DYNAMIC HT  -         186.417 (meters)     611.60  (feet)  COMP
 HY0660  MODELED GRAV-     979,925.4   (mgal)                       NAVD 88
 HY0660
 HY0660  VERT ORDER  -  SECOND    CLASS 0
 HY0660
 HY0660.The horizontal coordinates were scaled from a topographic map and have
 HY0660.an estimated accuracy of +/- 6 seconds.
 HY0660
 HY0660.The orthometric height was determined by differential leveling
 HY0660.and adjusted by the National Geodetic Survey in June 1991..
 HY0660
 HY0660.The geoid height was determined by GEOID03.
 HY0660
 HY0660.The dynamic height is computed by dividing the NAVD 88
 HY0660.geopotential number by the normal gravity value computed on the
 HY0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0660.degrees latitude (g = 980.6199 gals.).
 HY0660
 HY0660.The modeled gravity was interpolated from observed gravity values.
 HY0660
 HY0660;                    North         East    Units  Estimated Accuracy
 HY0660;SPC WV S     -   135,150.      474,110.      MT  (+/- 180 meters Scaled)
 HY0660
 HY0660                          SUPERSEDED SURVEY CONTROL
 HY0660
 HY0660  NGVD 29 (??/??/92)  186.761  (m)          612.73   (f) ADJ UNCH    2 0
 HY0660
 HY0660.Superseded values are not recommended for survey control.
 HY0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0660.See file dsdata.txt to determine how the superseded data were derived.
 HY0660
 HY0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC741299(NAD 83)
 HY0660_MARKER: DB = BENCH MARK DISK
 HY0660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0660_SP_SET: CULVERT
 HY0660_STAMPING: U 146 1957
 HY0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0660
 HY0660  HISTORY     - Date     Condition        Report By
 HY0660  HISTORY     - 1957     MONUMENTED       CGS
 HY0660
 HY0660                          STATION DESCRIPTION
 HY0660
 HY0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0660'1 MI SE FROM WAYNE.
 HY0660'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 HY0660'OF U.S. HIGHWAY 52 IN THE SOUTH PART OF WAYNE, 0.45 MILE NORTH OF
 HY0660'JUNCTION OF ELMWOOD ROAD LEADING SOUTHWEST, ON THE INSIDE OF A
 HY0660'CURVE WITH TANGENTS EXTENDING NORTHWEST AND SOUTH, ABOUT 52 YARDS
 HY0660'NORTH OF A DRIVE ALONG THE NORTH SIDE OF A CEMETERY WHICH IS WEST
 HY0660'OF HIGHWAY, IN THE TOP OF THE SOUTH END OF EAST HEAD WALL OF A
 HY0660'3-FOOT STONE CULVERT UNDER THE NORFOLK AND WESTERN RAILROAD, 35
 HY0660'FEET WEST OF CENTER LINE OF HIGHWAY, 11 1/2 FEET EAST OF EAST
 HY0660'RAIL AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0684 ***********************************************************************
 HY0684  DESIGNATION -  U 147
 HY0684  PID         -  HY0684
 HY0684  STATE/COUNTY-  WV/WAYNE
 HY0684  USGS QUAD   -  RANGER (1976)
 HY0684
 HY0684                         *CURRENT SURVEY CONTROL
 HY0684  ___________________________________________________________________
 HY0684* NAD 83(1986)-  38 05 36.     (N)    082 14 39.     (W)     SCALED    
 HY0684* NAVD 88     -       281.342  (meters)     923.04   (feet)  ADJUSTED  
 HY0684  ___________________________________________________________________
 HY0684  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HY0684  DYNAMIC HT  -         281.140 (meters)     922.37  (feet)  COMP
 HY0684  MODELED GRAV-     979,903.5   (mgal)                       NAVD 88
 HY0684
 HY0684  VERT ORDER  -  SECOND    CLASS 0
 HY0684
 HY0684.The horizontal coordinates were scaled from a topographic map and have
 HY0684.an estimated accuracy of +/- 6 seconds.
 HY0684
 HY0684.The orthometric height was determined by differential leveling
 HY0684.and adjusted by the National Geodetic Survey in June 1991..
 HY0684
 HY0684.The geoid height was determined by GEOID03.
 HY0684
 HY0684.The dynamic height is computed by dividing the NAVD 88
 HY0684.geopotential number by the normal gravity value computed on the
 HY0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0684.degrees latitude (g = 980.6199 gals.).
 HY0684
 HY0684.The modeled gravity was interpolated from observed gravity values.
 HY0684
 HY0684;                    North         East    Units  Estimated Accuracy
 HY0684;SPC WV S     -   122,080.      490,870.      MT  (+/- 180 meters Scaled)
 HY0684
 HY0684                          SUPERSEDED SURVEY CONTROL
 HY0684
 HY0684  NGVD 29 (??/??/92)  281.550  (m)          923.72   (f) ADJ UNCH    2 0
 HY0684
 HY0684.Superseded values are not recommended for survey control.
 HY0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0684.See file dsdata.txt to determine how the superseded data were derived.
 HY0684
 HY0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC909169(NAD 83)
 HY0684_MARKER: DB = BENCH MARK DISK
 HY0684_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HY0684_SP_SET: UNSPECIFIED ROCK
 HY0684_STAMPING: U 147 1957
 HY0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0684
 HY0684  HISTORY     - Date     Condition        Report By
 HY0684  HISTORY     - 1957     MONUMENTED       CGS
 HY0684
 HY0684                          STATION DESCRIPTION
 HY0684
 HY0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0684'0.6 MI E FROM COVE GAP.
 HY0684'ABOUT 0.65 MILE EAST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0684'SCHOOL AND ROAD JUNCTION AT COVE GAP, ABOUT 0.5 MILE NORTHWEST
 HY0684'OF THE WAYNE-LINCOLN COUNTY LINE, IN THE TOP OF THE NORTHWEST
 HY0684'END OF A SLOPING ROCK ABOUT 25 FEET BY 4 FEET WHICH IS PART OF
 HY0684'A HIGH BANK NORTHEAST OF HIGHWAY, 18 FEET NORTHEAST OF CENTER
 HY0684'LINE OF HIGHWAY, 222 FEET NORTHWEST OF CENTER OF A DRIVE
 HY0684'SOUTHWEST TO A HOUSE WITH ASBESTOS SIDING, 2 FEET SOUTHEAST OF
 HY0684'NORTHWEST END OF ROCK AND ABOUT 4 1/2 FEET ABOVE LEVEL OF
 HY0684'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0359 ***********************************************************************
 GY0359  DESIGNATION -  U 148
 GY0359  PID         -  GY0359
 GY0359  STATE/COUNTY-  WV/WAYNE
 GY0359  USGS QUAD   -  WEBB (1989)
 GY0359
 GY0359                         *CURRENT SURVEY CONTROL
 GY0359  ___________________________________________________________________
 GY0359* NAD 83(1986)-  37 58 07.     (N)    082 23 56.     (W)     SCALED    
 GY0359* NAVD 88     -       222.429  (meters)     729.75   (feet)  ADJUSTED  
 GY0359  ___________________________________________________________________
 GY0359  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GY0359  DYNAMIC HT  -         222.267 (meters)     729.22  (feet)  COMP
 GY0359  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 GY0359
 GY0359  VERT ORDER  -  SECOND    CLASS 0
 GY0359
 GY0359.The horizontal coordinates were scaled from a topographic map and have
 GY0359.an estimated accuracy of +/- 6 seconds.
 GY0359
 GY0359.The orthometric height was determined by differential leveling
 GY0359.and adjusted by the National Geodetic Survey in June 1991..
 GY0359
 GY0359.The geoid height was determined by GEOID03.
 GY0359
 GY0359.The dynamic height is computed by dividing the NAVD 88
 GY0359.geopotential number by the normal gravity value computed on the
 GY0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0359.degrees latitude (g = 980.6199 gals.).
 GY0359
 GY0359.The modeled gravity was interpolated from observed gravity values.
 GY0359
 GY0359;                    North         East    Units  Estimated Accuracy
 GY0359;SPC WV S     -   108,430.      477,090.      MT  (+/- 180 meters Scaled)
 GY0359
 GY0359                          SUPERSEDED SURVEY CONTROL
 GY0359
 GY0359  NGVD 29 (??/??/92)  222.645  (m)          730.46   (f) ADJ UNCH    2 0
 GY0359
 GY0359.Superseded values are not recommended for survey control.
 GY0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0359.See file dsdata.txt to determine how the superseded data were derived.
 GY0359
 GY0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC771032(NAD 83)
 GY0359_MARKER: DB = BENCH MARK DISK
 GY0359_SETTING: 66 = SET IN ROCK OUTCROP
 GY0359_SP_SET: ROCK CUT
 GY0359_STAMPING: U 148 1957
 GY0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0359+STABILITY: POSITION/ELEVATION WELL
 GY0359
 GY0359  HISTORY     - Date     Condition        Report By
 GY0359  HISTORY     - 1957     MONUMENTED       CGS
 GY0359
 GY0359                          STATION DESCRIPTION
 GY0359
 GY0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0359'5.8 MI S FROM DUNLOW.
 GY0359'ABOUT 5.75 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 GY0359'DUNLOW, AT A BUILDING WITH BRICK SIDING (FORMER STORE BUILDING
 GY0359'NOW USED AS A RESIDENCE), SET IN THE TOP OF A SMALL LEDGE CUT
 GY0359'IN THE SOUTHEAST FACE OF A LONG SLOPING CLIFF OF ROCK THAT IS
 GY0359'AT THE FOOT OF A HILL, 89 1/2 FEET NORTHWEST OF CENTER LINE OF
 GY0359'HIGHWAY, 88 FEET NORTHEAST OF NORTH CORNER OF BUILDING, 3 FEET
 GY0359'ABOVE GROUND AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0737 ***********************************************************************
 HY0737  DESIGNATION -  U 149
 HY0737  PID         -  HY0737
 HY0737  STATE/COUNTY-  WV/WAYNE
 HY0737  USGS QUAD   -  RADNOR (1989)
 HY0737
 HY0737                         *CURRENT SURVEY CONTROL
 HY0737  ___________________________________________________________________
 HY0737* NAD 83(1986)-  38 01 54.     (N)    082 26 31.     (W)     SCALED    
 HY0737* NAVD 88     -       274.709  (meters)     901.27   (feet)  ADJUSTED  
 HY0737  ___________________________________________________________________
 HY0737  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HY0737  DYNAMIC HT  -         274.512 (meters)     900.63  (feet)  COMP
 HY0737  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 HY0737
 HY0737  VERT ORDER  -  SECOND    CLASS 0
 HY0737
 HY0737.The horizontal coordinates were scaled from a topographic map and have
 HY0737.an estimated accuracy of +/- 6 seconds.
 HY0737
 HY0737.The orthometric height was determined by differential leveling
 HY0737.and adjusted by the National Geodetic Survey in June 1991..
 HY0737
 HY0737.The geoid height was determined by GEOID03.
 HY0737
 HY0737.The dynamic height is computed by dividing the NAVD 88
 HY0737.geopotential number by the normal gravity value computed on the
 HY0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0737.degrees latitude (g = 980.6199 gals.).
 HY0737
 HY0737.The modeled gravity was interpolated from observed gravity values.
 HY0737
 HY0737;                    North         East    Units  Estimated Accuracy
 HY0737;SPC WV S     -   115,490.      473,420.      MT  (+/- 180 meters Scaled)
 HY0737
 HY0737                          SUPERSEDED SURVEY CONTROL
 HY0737
 HY0737  NGVD 29 (??/??/92)  274.926  (m)          901.99   (f) ADJ UNCH    2 0
 HY0737
 HY0737.Superseded values are not recommended for survey control.
 HY0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0737.See file dsdata.txt to determine how the superseded data were derived.
 HY0737
 HY0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC734103(NAD 83)
 HY0737_MARKER: DB = BENCH MARK DISK
 HY0737_SETTING: 66 = SET IN ROCK OUTCROP
 HY0737_SP_SET: ROCK CUT
 HY0737_STAMPING: U 149 1957
 HY0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0737+STABILITY: POSITION/ELEVATION WELL
 HY0737
 HY0737  HISTORY     - Date     Condition        Report By
 HY0737  HISTORY     - 1957     MONUMENTED       CGS
 HY0737
 HY0737                          STATION DESCRIPTION
 HY0737
 HY0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0737'0.8 MI NW FROM DUNLOW.
 HY0737'ABOUT 0.85 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE BRIDGE
 HY0737'OVER WEST FORK OF TWELVEPOLE CREEK AND JUNCTION OF U.S. HIGHWAY
 HY0737'52 AT DUNLOW, ON THE SOUTHEAST SLOPE OF A LONG GRADE, ABOUT 28
 HY0737'YARDS NORTH OF AN OVERHANING PORTION OF A LARGE BOULDER, SET
 HY0737'VERTICALLY IN THE EAST FACE OF A ROCK CUT ABOUT 15 FEET LONG AND
 HY0737'ABOUT 8 FEET HIGH WITH A SLIGHT OVERHANG ON TOP LAYER OF ROCK,
 HY0737'10 1/2 FEET WEST OF CENTER LINE OF ROAD, 1 FOOT ABOVE GROUND
 HY0737'AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1966 ***********************************************************************
 HW1966  DESIGNATION -  U 15
 HW1966  PID         -  HW1966
 HW1966  STATE/COUNTY-  WV/RANDOLPH
 HW1966  USGS QUAD   -  MILL CREEK (1995)
 HW1966
 HW1966                         *CURRENT SURVEY CONTROL
 HW1966  ___________________________________________________________________
 HW1966* NAD 83(1986)-  38 40 57.     (N)    079 58 24.     (W)     SCALED    
 HW1966* NAVD 88     -       651.333  (meters)    2136.91   (feet)  ADJUSTED  
 HW1966  ___________________________________________________________________
 HW1966  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HW1966  DYNAMIC HT  -         650.848 (meters)    2135.32  (feet)  COMP
 HW1966  MODELED GRAV-     979,862.2   (mgal)                       NAVD 88
 HW1966
 HW1966  VERT ORDER  -  SECOND    CLASS 0
 HW1966
 HW1966.The horizontal coordinates were scaled from a topographic map and have
 HW1966.an estimated accuracy of +/- 6 seconds.
 HW1966
 HW1966.The orthometric height was determined by differential leveling
 HW1966.and adjusted by the National Geodetic Survey in June 1991..
 HW1966
 HW1966.The geoid height was determined by GEOID03.
 HW1966
 HW1966.The dynamic height is computed by dividing the NAVD 88
 HW1966.geopotential number by the normal gravity value computed on the
 HW1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1966.degrees latitude (g = 980.6199 gals.).
 HW1966
 HW1966.The modeled gravity was interpolated from observed gravity values.
 HW1966
 HW1966;                    North         East    Units  Estimated Accuracy
 HW1966;SPC WV S     -   187,240.      689,330.      MT  (+/- 180 meters Scaled)
 HW1966
 HW1966                          SUPERSEDED SURVEY CONTROL
 HW1966
 HW1966  NGVD 29 (??/??/92)  651.47   (m)         2137.4    (f) COMPUTED    2 0
 HW1966
 HW1966.Superseded values are not recommended for survey control.
 HW1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1966.See file dsdata.txt to determine how the superseded data were derived.
 HW1966
 HW1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC892820(NAD 83)
 HW1966_MARKER: DB = BENCH MARK DISK
 HW1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1966_STAMPING: U 15 1934
 HW1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1966+STABILITY: SURFACE MOTION
 HW1966
 HW1966  HISTORY     - Date     Condition        Report By
 HW1966  HISTORY     - 1934     MONUMENTED       CGS
 HW1966  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1966
 HW1966                          STATION DESCRIPTION
 HW1966
 HW1966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1966'2.2 MI SE FROM HUTTONSVILLE.
 HW1966'2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM HUTTONSVILLE, 100
 HW1966'YARDS SOUTHEAST OF A WHITE SCHOOLHOUSE, 11 YARDS SOUTHWEST OF THE
 HW1966'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK STAMPED U 15 1934 AND
 HW1966'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0333 ***********************************************************************
 GY0333  DESIGNATION -  U 150
 GY0333  PID         -  GY0333
 GY0333  STATE/COUNTY-  WV/MINGO
 GY0333  USGS QUAD   -  MYRTLE (1976)
 GY0333
 GY0333                         *CURRENT SURVEY CONTROL
 GY0333  ___________________________________________________________________
 GY0333* NAD 83(1986)-  37 49 53.     (N)    082 13 37.     (W)     SCALED    
 GY0333* NAVD 88     -       228.845  (meters)     750.80   (feet)  ADJUSTED  
 GY0333  ___________________________________________________________________
 GY0333  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GY0333  DYNAMIC HT  -         228.676 (meters)     750.25  (feet)  COMP
 GY0333  MODELED GRAV-     979,887.5   (mgal)                       NAVD 88
 GY0333
 GY0333  VERT ORDER  -  SECOND    CLASS 0
 GY0333
 GY0333.The horizontal coordinates were scaled from a topographic map and have
 GY0333.an estimated accuracy of +/- 6 seconds.
 GY0333
 GY0333.The orthometric height was determined by differential leveling
 GY0333.and adjusted by the National Geodetic Survey in June 1991..
 GY0333
 GY0333.The geoid height was determined by GEOID03.
 GY0333
 GY0333.The dynamic height is computed by dividing the NAVD 88
 GY0333.geopotential number by the normal gravity value computed on the
 GY0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0333.degrees latitude (g = 980.6199 gals.).
 GY0333
 GY0333.The modeled gravity was interpolated from observed gravity values.
 GY0333
 GY0333;                    North         East    Units  Estimated Accuracy
 GY0333;SPC WV S     -    92,990.      492,000.      MT  (+/- 180 meters Scaled)
 GY0333
 GY0333                          SUPERSEDED SURVEY CONTROL
 GY0333
 GY0333  NGVD 29 (??/??/92)  229.062  (m)          751.51   (f) ADJ UNCH    2 0
 GY0333
 GY0333.Superseded values are not recommended for survey control.
 GY0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0333.See file dsdata.txt to determine how the superseded data were derived.
 GY0333
 GY0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB920878(NAD 83)
 GY0333_MARKER: DB = BENCH MARK DISK
 GY0333_SETTING: 66 = SET IN ROCK OUTCROP
 GY0333_SP_SET: ROCK OUTCROP
 GY0333_STAMPING: U 150 1957
 GY0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0333+STABILITY: POSITION/ELEVATION WELL
 GY0333
 GY0333  HISTORY     - Date     Condition        Report By
 GY0333  HISTORY     - 1957     MONUMENTED       CGS
 GY0333  HISTORY     - 20040625 MARK NOT FOUND   USACE
 GY0333
 GY0333                          STATION DESCRIPTION
 GY0333
 GY0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0333'5 MI NE FROM LENORE.
 GY0333'ABOUT 5.0 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO DINGESS
 GY0333'FROM THE SCHOOL AND JUNCTION OF STATE HIGHWAY 65 AT LENORE, ABOUT
 GY0333'0.9 MILE NORTHEAST OF A 20-FOOT BRIDGE OVER TOMS BRANCH, ABOUT 100
 GY0333'YARDS NORTHEAST OF A 20-FOOT BRIDGE UNDER A NARROW ROAD PARALLEL
 GY0333'TO GRAVEL ROAD, AT JUNCTION OF A CUT-OFF BETWEEN ROADS, 19 FEET
 GY0333'NORTH OF CENTER LINE OF ROAD, 90 FEET NORTHEAST OF CENTER OF
 GY0333'JUNCTION OF CUT-OFF, IN THE TOP OF THE NORTH END OF A SLOPING 13
 GY0333'FEET LONG AND 10-FOOT WIDE ROCK OUTCROP, 3 1/2 FEET SOUTH OF NORTH
 GY0333'END OF OUTCROP AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
 GY0333
 GY0333                          STATION RECOVERY (2004)
 GY0333
 GY0333'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (SMP)
 GY0333'ROAD WIDENING OF MINGO COUNTY ROUTE 3/5 HAS APPARENTLY LED TO THE
 GY0333'DESTRUCTION OF THIS BM.  ROCK OUTCROP CALLED FOR HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0592 ***********************************************************************
 HY0592  DESIGNATION -  U 151
 HY0592  PID         -  HY0592
 HY0592  STATE/COUNTY-  WV/LINCOLN
 HY0592  USGS QUAD   -  HAMLIN (1989)
 HY0592
 HY0592                         *CURRENT SURVEY CONTROL
 HY0592  ___________________________________________________________________
 HY0592* NAD 83(1986)-  38 16 10.     (N)    082 03 38.     (W)     SCALED    
 HY0592* NAVD 88     -       196.140  (meters)     643.50   (feet)  ADJUSTED  
 HY0592  ___________________________________________________________________
 HY0592  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HY0592  DYNAMIC HT  -         196.002 (meters)     643.05  (feet)  COMP
 HY0592  MODELED GRAV-     979,921.1   (mgal)                       NAVD 88
 HY0592
 HY0592  VERT ORDER  -  SECOND    CLASS 0
 HY0592
 HY0592.The horizontal coordinates were scaled from a topographic map and have
 HY0592.an estimated accuracy of +/- 6 seconds.
 HY0592
 HY0592.The orthometric height was determined by differential leveling
 HY0592.and adjusted by the National Geodetic Survey in June 1991..
 HY0592
 HY0592.The geoid height was determined by GEOID03.
 HY0592
 HY0592.The dynamic height is computed by dividing the NAVD 88
 HY0592.geopotential number by the normal gravity value computed on the
 HY0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0592.degrees latitude (g = 980.6199 gals.).
 HY0592
 HY0592.The modeled gravity was interpolated from observed gravity values.
 HY0592
 HY0592;                    North         East    Units  Estimated Accuracy
 HY0592;SPC WV S     -   141,430.      507,200.      MT  (+/- 180 meters Scaled)
 HY0592
 HY0592                          SUPERSEDED SURVEY CONTROL
 HY0592
 HY0592  NGVD 29 (??/??/92)  196.346  (m)          644.18   (f) ADJ UNCH    2 0
 HY0592
 HY0592.Superseded values are not recommended for survey control.
 HY0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0592.See file dsdata.txt to determine how the superseded data were derived.
 HY0592
 HY0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC072362(NAD 83)
 HY0592_MARKER: DB = BENCH MARK DISK
 HY0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0592_SP_SET: CULVERT
 HY0592_STAMPING: U 151 1957
 HY0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0592
 HY0592  HISTORY     - Date     Condition        Report By
 HY0592  HISTORY     - 1957     MONUMENTED       CGS
 HY0592
 HY0592                          STATION DESCRIPTION
 HY0592
 HY0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0592'1.6 MI NW FROM SWEETLAND.
 HY0592'ABOUT 1.55 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 HY0592'AT SWEETLAND, 1.15 MILE NORTHWEST OF MIDDLE FORK BAPTIST CHURCH,
 HY0592'14 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF
 HY0592'THE WEST END OF THE NORTH CONCRETE HEADWALL OF A 8-FOOT CONCRETE
 HY0592'AND STONE CULVERT UNDER THE ROAD AND ACROSS A CREEK BRANCH, DIRECTLY
 HY0592'NORTH OF AND ACROSS THE ROAD FROM POWER POLE NUMBER 2322-2, AND
 HY0592'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0581 ***********************************************************************
 HY0581  DESIGNATION -  U 152
 HY0581  PID         -  HY0581
 HY0581  STATE/COUNTY-  WV/LINCOLN
 HY0581  USGS QUAD   -  HAGER (1962)
 HY0581
 HY0581                         *CURRENT SURVEY CONTROL
 HY0581  ___________________________________________________________________
 HY0581* NAD 83(1986)-  38 11 34.     (N)    082 00 52.     (W)     SCALED    
 HY0581* NAVD 88     -       240.274  (meters)     788.30   (feet)  ADJUSTED  
 HY0581  ___________________________________________________________________
 HY0581  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HY0581  DYNAMIC HT  -         240.102 (meters)     787.73  (feet)  COMP
 HY0581  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 HY0581
 HY0581  VERT ORDER  -  SECOND    CLASS 0
 HY0581
 HY0581.The horizontal coordinates were scaled from a topographic map and have
 HY0581.an estimated accuracy of +/- 6 seconds.
 HY0581
 HY0581.The orthometric height was determined by differential leveling
 HY0581.and adjusted by the National Geodetic Survey in June 1991..
 HY0581
 HY0581.The geoid height was determined by GEOID03.
 HY0581
 HY0581.The dynamic height is computed by dividing the NAVD 88
 HY0581.geopotential number by the normal gravity value computed on the
 HY0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0581.degrees latitude (g = 980.6199 gals.).
 HY0581
 HY0581.The modeled gravity was interpolated from observed gravity values.
 HY0581
 HY0581;                    North         East    Units  Estimated Accuracy
 HY0581;SPC WV S     -   132,870.      511,140.      MT  (+/- 180 meters Scaled)
 HY0581
 HY0581                          SUPERSEDED SURVEY CONTROL
 HY0581
 HY0581  NGVD 29 (??/??/92)  240.482  (m)          788.98   (f) ADJ UNCH    2 0
 HY0581
 HY0581.Superseded values are not recommended for survey control.
 HY0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0581.See file dsdata.txt to determine how the superseded data were derived.
 HY0581
 HY0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC111276(NAD 83)
 HY0581_MARKER: DB = BENCH MARK DISK
 HY0581_SETTING: 66 = SET IN ROCK OUTCROP
 HY0581_SP_SET: ROCK CUT
 HY0581_STAMPING: U 152 1957
 HY0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0581+STABILITY: POSITION/ELEVATION WELL
 HY0581
 HY0581  HISTORY     - Date     Condition        Report By
 HY0581  HISTORY     - 1957     MONUMENTED       CGS
 HY0581
 HY0581                          STATION DESCRIPTION
 HY0581
 HY0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0581'3.9 MI S FROM GRIFFITHSVILLE.
 HY0581'ABOUT 0.4 MILE WEST AND STATE HIGHWAY 3 FROM THE HIGH SCHOOL AT
 HY0581'GRIFFITHSVILLE, THENCE 3.5 MILE SOUTH ALONG GRAVEL ROAD, 1.45
 HY0581'MILE SOUTH OF CARNES SCHOOL, 0.6 MILE SOUTH OF PIPE CULVERT OVER
 HY0581'LINKOUS-DIOILOW CREEK AND JUNCTION OF TRAIL LEADING EAST ALONG
 HY0581'CREEK BRANCH, 0.6 MILE NORTH OF THE TOP OF THE GRADE AND GAP,
 HY0581'160 YARDS SOUTH OF CULVERT FOR A SMALL BRANCH EAST, 176 YARDS
 HY0581'SOUTH OF THE CROSSING OF PIPELINE, 12 FEET EAST OF THE CENTERLINE
 HY0581'OF THE ROAD, 2 FEET EAST OF EAST END OF 15-INCH CORRUGATED PIPE
 HY0581'CULVERT UNDER ROAD, SET VERTICALLY IN THE WEST FACE OF IRREGULAR
 HY0581'SHAPED ROCK AT THE BOTTOM OF CUT AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0549 ***********************************************************************
 HY0549  DESIGNATION -  U 153
 HY0549  PID         -  HY0549
 HY0549  STATE/COUNTY-  WV/LINCOLN
 HY0549  USGS QUAD   -  BIG CREEK (1962)
 HY0549
 HY0549                         *CURRENT SURVEY CONTROL
 HY0549  ___________________________________________________________________
 HY0549* NAD 83(1986)-  38 07 03.     (N)    082 00 57.     (W)     SCALED    
 HY0549* NAVD 88     -       244.524  (meters)     802.24   (feet)  ADJUSTED  
 HY0549  ___________________________________________________________________
 HY0549  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HY0549  DYNAMIC HT  -         244.348 (meters)     801.67  (feet)  COMP
 HY0549  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 HY0549
 HY0549  VERT ORDER  -  SECOND    CLASS 0
 HY0549
 HY0549.The horizontal coordinates were scaled from a topographic map and have
 HY0549.an estimated accuracy of +/- 6 seconds.
 HY0549
 HY0549.The orthometric height was determined by differential leveling
 HY0549.and adjusted by the National Geodetic Survey in June 1991..
 HY0549
 HY0549.The geoid height was determined by GEOID03.
 HY0549
 HY0549.The dynamic height is computed by dividing the NAVD 88
 HY0549.geopotential number by the normal gravity value computed on the
 HY0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0549.degrees latitude (g = 980.6199 gals.).
 HY0549
 HY0549.The modeled gravity was interpolated from observed gravity values.
 HY0549
 HY0549;                    North         East    Units  Estimated Accuracy
 HY0549;SPC WV S     -   124,520.      510,930.      MT  (+/- 180 meters Scaled)
 HY0549
 HY0549                          SUPERSEDED SURVEY CONTROL
 HY0549
 HY0549  NGVD 29 (??/??/92)  244.736  (m)          802.94   (f) ADJ UNCH    2 0
 HY0549
 HY0549.Superseded values are not recommended for survey control.
 HY0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0549.See file dsdata.txt to determine how the superseded data were derived.
 HY0549
 HY0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC109193(NAD 83)
 HY0549_MARKER: DB = BENCH MARK DISK
 HY0549_SETTING: 66 = SET IN ROCK OUTCROP
 HY0549_SP_SET: ROCK CUT
 HY0549_STAMPING: U 153 1957
 HY0549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0549+STABILITY: POSITION/ELEVATION WELL
 HY0549
 HY0549  HISTORY     - Date     Condition        Report By
 HY0549  HISTORY     - 1957     MONUMENTED       CGS
 HY0549
 HY0549                          STATION DESCRIPTION
 HY0549
 HY0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0549'3.6 MI NW FROM MUD.
 HY0549'ABOUT 3.65 MILE NORTHWEST ALONG DIRT ROAD FROM THE POST OFFICE
 HY0549'AND STORE AT MUD, ABOUT 2.0 MILE SOUTHWEST ALONG GRAVEL ROAD
 HY0549'FROM THE SCHOOL AT SPURLOCKVILLE, THENCE 0.8 MILE SOUTHEAST ALONG
 HY0549'DIRT ROAD FOLLOWING MUD RIVER, 0.4 MILE NORTHWEST OF THE TOP
 HY0549'OF THE GRADE AND GAP, 104 FEET EAST OF A 4-INCH PIPELINE
 HY0549'CROSSING, 33 YARDS WEST OF THE TOP OF THE GRADE, 13 FEET NORTH
 HY0549'OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE SOUTH
 HY0549'FACE OF ROCK IN A 10-FOOT HIGH ROCK CUT, ABOUT 3 FEET ABOVE THE
 HY0549'BOTTOM OF THE DITCH AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0507 ***********************************************************************
 HY0507  DESIGNATION -  U 154
 HY0507  PID         -  HY0507
 HY0507  STATE/COUNTY-  WV/LINCOLN
 HY0507  USGS QUAD   -  RANGER (1976)
 HY0507
 HY0507                         *CURRENT SURVEY CONTROL
 HY0507  ___________________________________________________________________
 HY0507* NAD 83(1986)-  38 06 19.     (N)    082 08 47.     (W)     SCALED    
 HY0507* NAVD 88     -       186.359  (meters)     611.41   (feet)  ADJUSTED  
 HY0507  ___________________________________________________________________
 HY0507  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY0507  DYNAMIC HT  -         186.225 (meters)     610.97  (feet)  COMP
 HY0507  MODELED GRAV-     979,907.4   (mgal)                       NAVD 88
 HY0507
 HY0507  VERT ORDER  -  SECOND    CLASS 0
 HY0507
 HY0507.The horizontal coordinates were scaled from a topographic map and have
 HY0507.an estimated accuracy of +/- 6 seconds.
 HY0507
 HY0507.The orthometric height was determined by differential leveling
 HY0507.and adjusted by the National Geodetic Survey in June 1991..
 HY0507
 HY0507.The geoid height was determined by GEOID03.
 HY0507
 HY0507.The dynamic height is computed by dividing the NAVD 88
 HY0507.geopotential number by the normal gravity value computed on the
 HY0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0507.degrees latitude (g = 980.6199 gals.).
 HY0507
 HY0507.The modeled gravity was interpolated from observed gravity values.
 HY0507
 HY0507;                    North         East    Units  Estimated Accuracy
 HY0507;SPC WV S     -   123,300.      499,460.      MT  (+/- 180 meters Scaled)
 HY0507
 HY0507                          SUPERSEDED SURVEY CONTROL
 HY0507
 HY0507  NGVD 29 (??/??/92)  186.572  (m)          612.11   (f) ADJ UNCH    2 0
 HY0507
 HY0507.Superseded values are not recommended for survey control.
 HY0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0507.See file dsdata.txt to determine how the superseded data were derived.
 HY0507
 HY0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC994181(NAD 83)
 HY0507_MARKER: DB = BENCH MARK DISK
 HY0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0507_STAMPING: U 154 1957
 HY0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0507+STABILITY: SURFACE MOTION
 HY0507
 HY0507  HISTORY     - Date     Condition        Report By
 HY0507  HISTORY     - 1957     MONUMENTED       CGS
 HY0507
 HY0507                          STATION DESCRIPTION
 HY0507
 HY0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0507'1 MI NW FROM LATTIN.
 HY0507'ABOUT 0.95 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0507'FROM THE STATION AT LATTIN, 78 1/2 FEET NORTHEAST OF AND ACROSS
 HY0507'THE TRACKS FROM MILE POST NUMBER 34, 49 FEET NORTH-NORTHEAST OF
 HY0507'THE NORTH-NORTHEAST RAIL OF THE NORTH-NORTHEAST TRACK, 95 FEET
 HY0507'NORTHEAST OF AND ACROSS THE TRACKS FROM TELEPHONE POLE NUMBER
 HY0507'E 34, 2 1/2 FEET NORTHWEST OF TELEPHONE POLE, 44 FEET SOUTHWEST
 HY0507'OF THE CENTER LINE OF THE GRAVEL ROAD, 30 1/2 FEET SOUTHEAST OF
 HY0507'A PIPE LINE BREATHER PIPE, SET IN THE TOP OF A CONCRETE POST
 HY0507'PROJECTING 4 INCHES, ABOUT LEVEL WITH THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0401 ***********************************************************************
 GY0401  DESIGNATION -  U 155
 GY0401  PID         -  GY0401
 GY0401  STATE/COUNTY-  WV/LOGAN
 GY0401  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0401
 GY0401                         *CURRENT SURVEY CONTROL
 GY0401  ___________________________________________________________________
 GY0401* NAD 83(1986)-  37 53 27.     (N)    082 06 07.     (W)     SCALED    
 GY0401* NAVD 88     -       434.040  (meters)    1424.01   (feet)  ADJUSTED  
 GY0401  ___________________________________________________________________
 GY0401  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GY0401  DYNAMIC HT  -         433.723 (meters)    1422.97  (feet)  COMP
 GY0401  MODELED GRAV-     979,883.4   (mgal)                       NAVD 88
 GY0401
 GY0401  VERT ORDER  -  SECOND    CLASS 0
 GY0401
 GY0401.The horizontal coordinates were scaled from a topographic map and have
 GY0401.an estimated accuracy of +/- 6 seconds.
 GY0401
 GY0401.The orthometric height was determined by differential leveling
 GY0401.and adjusted by the National Geodetic Survey in June 1991..
 GY0401
 GY0401.The geoid height was determined by GEOID03.
 GY0401
 GY0401.The dynamic height is computed by dividing the NAVD 88
 GY0401.geopotential number by the normal gravity value computed on the
 GY0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0401.degrees latitude (g = 980.6199 gals.).
 GY0401
 GY0401.The modeled gravity was interpolated from observed gravity values.
 GY0401
 GY0401;                    North         East    Units  Estimated Accuracy
 GY0401;SPC WV S     -    99,450.      503,080.      MT  (+/- 180 meters Scaled)
 GY0401
 GY0401                          SUPERSEDED SURVEY CONTROL
 GY0401
 GY0401  NGVD 29 (??/??/92)  434.257  (m)         1424.72   (f) ADJ UNCH    2 0
 GY0401
 GY0401.Superseded values are not recommended for survey control.
 GY0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0401.See file dsdata.txt to determine how the superseded data were derived.
 GY0401
 GY0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB031942(NAD 83)
 GY0401_MARKER: DB = BENCH MARK DISK
 GY0401_SETTING: 66 = SET IN ROCK OUTCROP
 GY0401_SP_SET: ROCK CUT
 GY0401_STAMPING: U 155 1957
 GY0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0401+STABILITY: POSITION/ELEVATION WELL
 GY0401
 GY0401  HISTORY     - Date     Condition        Report By
 GY0401  HISTORY     - 1957     MONUMENTED       CGS
 GY0401
 GY0401                          STATION DESCRIPTION
 GY0401
 GY0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0401'4.6 MI NW FROM SHEGON.
 GY0401'ABOUT 2.25 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM MUD FORK
 GY0401'BAPTIST CHURCH AT SHEGON, THENCE ABOUT 2.25 MILES NORTH ALONG
 GY0401'A ROAD TO THE TOP OF A GRADE AND GAP, AT THE JUNCTION OF A NARROW
 GY0401'ROAD LEADING NORTH AND NORTHEAST INTO SMOKEHOUSE FORK, 52 FEET
 GY0401'EAST OF CENTER OF JUNCTION AND TOP OF GAP, 15 FEET NORTH OF
 GY0401'CENTER LINE OF ROAD, 56 FEET NORTHWEST AND ACROSS ROAD FROM
 GY0401'POWER POLE NO. 706 C 9, SET VERTICALLY IN THE SOUTH FACE OF A
 GY0401'4-FOOT HIGH DARK REDDISH ROCK IN A CUT AND ABOUT 2 1/2 FEET
 GY0401'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2221 ***********************************************************************
 HX2221  DESIGNATION -  U 156
 HX2221  PID         -  HX2221
 HX2221  STATE/COUNTY-  WV/LINCOLN
 HX2221  USGS QUAD   -  MUD (1976)
 HX2221
 HX2221                         *CURRENT SURVEY CONTROL
 HX2221  ___________________________________________________________________
 HX2221* NAD 83(1986)-  38 02 24.     (N)    081 58 03.     (W)     SCALED    
 HX2221* NAVD 88     -       263.134  (meters)     863.30   (feet)  ADJUSTED  
 HX2221  ___________________________________________________________________
 HX2221  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HX2221  DYNAMIC HT  -         262.944 (meters)     862.68  (feet)  COMP
 HX2221  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 HX2221
 HX2221  VERT ORDER  -  SECOND    CLASS 0
 HX2221
 HX2221.The horizontal coordinates were scaled from a topographic map and have
 HX2221.an estimated accuracy of +/- 6 seconds.
 HX2221
 HX2221.The orthometric height was determined by differential leveling
 HX2221.and adjusted by the National Geodetic Survey in June 1991..
 HX2221
 HX2221.The geoid height was determined by GEOID03.
 HX2221
 HX2221.The dynamic height is computed by dividing the NAVD 88
 HX2221.geopotential number by the normal gravity value computed on the
 HX2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2221.degrees latitude (g = 980.6199 gals.).
 HX2221
 HX2221.The modeled gravity was interpolated from observed gravity values.
 HX2221
 HX2221;                    North         East    Units  Estimated Accuracy
 HX2221;SPC WV S     -   115,870.      515,080.      MT  (+/- 180 meters Scaled)
 HX2221
 HX2221                          SUPERSEDED SURVEY CONTROL
 HX2221
 HX2221  NGVD 29 (??/??/92)  263.345  (m)          863.99   (f) ADJ UNCH    2 0
 HX2221
 HX2221.Superseded values are not recommended for survey control.
 HX2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2221.See file dsdata.txt to determine how the superseded data were derived.
 HX2221
 HX2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC151106(NAD 83)
 HX2221_MARKER: DB = BENCH MARK DISK
 HX2221_SETTING: 66 = SET IN ROCK OUTCROP
 HX2221_SP_SET: ROCK CUT
 HX2221_STAMPING: U 156 1957
 HX2221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2221+STABILITY: POSITION/ELEVATION WELL
 HX2221
 HX2221  HISTORY     - Date     Condition        Report By
 HX2221  HISTORY     - 1957     MONUMENTED       CGS
 HX2221
 HX2221                          STATION DESCRIPTION
 HX2221
 HX2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2221'1.4 MI E FROM DOLLIE.
 HX2221'ABOUT 1.45 MILE EAST ALONG GRAVEL ROAD FROM THE SCHOOL AT
 HX2221'DOLLIE, 0.3 MILE EAST OF THE JUNCTION OF A SMALL ROAD LEADING
 HX2221'SOUTH INTO SKINNED POPLAR BRANCH, 0.1 MILE EAST OF A CONCRETE
 HX2221'PIPE CULVERT FOR A SMALL CREEK BRANCH, 28 1/2 FEET NORTHWEST OF
 HX2221'A GAS PIPE LINE MARKER, 36 FEET NORTH OF THE CENTER LINE OF THE
 HX2221'ROAD, SET VERTICALLY IN THE SOUTH FACE AND IN THE CENTER PART OF
 HX2221'A 10-FOOT HIGH OLD CUT, ABOUT 1 1/2 FEET ABOVE THE GROUND AND
 HX2221'5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2502 ***********************************************************************
 GX2502  DESIGNATION -  U 157
 GX2502  PID         -  GX2502
 GX2502  STATE/COUNTY-  WV/LOGAN
 GX2502  USGS QUAD   -  CLOTHIER (1989)
 GX2502
 GX2502                         *CURRENT SURVEY CONTROL
 GX2502  ___________________________________________________________________
 GX2502* NAD 83(1986)-  37 56 37.     (N)    081 52 13.     (W)     SCALED    
 GX2502* NAVD 88     -       269.556  (meters)     884.37   (feet)  ADJUSTED  
 GX2502  ___________________________________________________________________
 GX2502  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GX2502  DYNAMIC HT  -         269.358 (meters)     883.72  (feet)  COMP
 GX2502  MODELED GRAV-     979,888.3   (mgal)                       NAVD 88
 GX2502
 GX2502  VERT ORDER  -  SECOND    CLASS 0
 GX2502
 GX2502.The horizontal coordinates were scaled from a topographic map and have
 GX2502.an estimated accuracy of +/- 6 seconds.
 GX2502
 GX2502.The orthometric height was determined by differential leveling
 GX2502.and adjusted by the National Geodetic Survey in June 1991..
 GX2502
 GX2502.The geoid height was determined by GEOID03.
 GX2502
 GX2502.The dynamic height is computed by dividing the NAVD 88
 GX2502.geopotential number by the normal gravity value computed on the
 GX2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2502.degrees latitude (g = 980.6199 gals.).
 GX2502
 GX2502.The modeled gravity was interpolated from observed gravity values.
 GX2502
 GX2502;                    North         East    Units  Estimated Accuracy
 GX2502;SPC WV S     -   105,090.      523,510.      MT  (+/- 180 meters Scaled)
 GX2502
 GX2502                          SUPERSEDED SURVEY CONTROL
 GX2502
 GX2502  NGVD 29 (??/??/92)  269.764  (m)          885.05   (f) ADJ UNCH    2 0
 GX2502
 GX2502.Superseded values are not recommended for survey control.
 GX2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2502.See file dsdata.txt to determine how the superseded data were derived.
 GX2502
 GX2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB235999(NAD 83)
 GX2502_MARKER: DB = BENCH MARK DISK
 GX2502_SETTING: 66 = SET IN ROCK OUTCROP
 GX2502_SP_SET: CUT
 GX2502_STAMPING: U 157 1957
 GX2502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2502+STABILITY: POSITION/ELEVATION WELL
 GX2502
 GX2502  HISTORY     - Date     Condition        Report By
 GX2502  HISTORY     - 1957     MONUMENTED       CGS
 GX2502  HISTORY     - 1973     GOOD             LOCENG
 GX2502
 GX2502                          STATION DESCRIPTION
 GX2502
 GX2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2502'1.6 MI NE FROM LAKE.
 GX2502'ABOUT 1.65 MILE NORTHEAST ALONG HEWETT ROAD (BLACKTOP) FROM THE
 GX2502'SCHOOL AT LAKE, 0.55 SOUTHWEST OF THE BOONE-LOGAN COUNTY LINE, 134
 GX2502'YARDS SOUTHWEST OF CULVERT OVER PIGTAIL BRANCH AND THE JUNCTION
 GX2502'OF ROAD LEADING NORTHWEST, 18 FEET NORTHWEST OF THE CENTER LINE
 GX2502'OF THE ROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF A 3 FOOT
 GX2502'HIGH BOTTOM LAYER OF ROCK IN A 10 FOOT HIGH ROCK CUT, ABOUT
 GX2502'2 1/2 FEET ABOVE THE GROUND AND 2 FEET ABOVE THE LEVEL OF THE
 GX2502'ROAD.
 GX2502
 GX2502                          STATION RECOVERY (1973)
 GX2502
 GX2502'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0344 ***********************************************************************
 GY0344  DESIGNATION -  U 158
 GY0344  PID         -  GY0344
 GY0344  STATE/COUNTY-  WV/MINGO
 GY0344  USGS QUAD   -  WILSONDALE (1981)
 GY0344
 GY0344                         *CURRENT SURVEY CONTROL
 GY0344  ___________________________________________________________________
 GY0344* NAD 83(1986)-  37 52 56.     (N)    082 21 04.     (W)     SCALED    
 GY0344* NAVD 88     -       273.429  (meters)     897.08   (feet)  ADJUSTED  
 GY0344  ___________________________________________________________________
 GY0344  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GY0344  DYNAMIC HT  -         273.228 (meters)     896.42  (feet)  COMP
 GY0344  MODELED GRAV-     979,890.5   (mgal)                       NAVD 88
 GY0344
 GY0344  VERT ORDER  -  SECOND    CLASS 0
 GY0344
 GY0344.The horizontal coordinates were scaled from a topographic map and have
 GY0344.an estimated accuracy of +/- 6 seconds.
 GY0344
 GY0344.The orthometric height was determined by differential leveling
 GY0344.and adjusted by the National Geodetic Survey in June 1991..
 GY0344
 GY0344.The geoid height was determined by GEOID03.
 GY0344
 GY0344.The dynamic height is computed by dividing the NAVD 88
 GY0344.geopotential number by the normal gravity value computed on the
 GY0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0344.degrees latitude (g = 980.6199 gals.).
 GY0344
 GY0344.The modeled gravity was interpolated from observed gravity values.
 GY0344
 GY0344;                    North         East    Units  Estimated Accuracy
 GY0344;SPC WV S     -    98,780.      481,150.      MT  (+/- 180 meters Scaled)
 GY0344
 GY0344                          SUPERSEDED SURVEY CONTROL
 GY0344
 GY0344  NGVD 29 (??/??/92)  273.641  (m)          897.77   (f) ADJ UNCH    2 0
 GY0344
 GY0344.Superseded values are not recommended for survey control.
 GY0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0344.See file dsdata.txt to determine how the superseded data were derived.
 GY0344
 GY0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB811936(NAD 83)
 GY0344_MARKER: DB = BENCH MARK DISK
 GY0344_SETTING: 66 = SET IN ROCK OUTCROP
 GY0344_SP_SET: ROCK OUTCROP
 GY0344_STAMPING: U 158 1957
 GY0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0344+STABILITY: POSITION/ELEVATION WELL
 GY0344
 GY0344  HISTORY     - Date     Condition        Report By
 GY0344  HISTORY     - 1957     MONUMENTED       CGS
 GY0344
 GY0344                          STATION DESCRIPTION
 GY0344
 GY0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0344'2.6 MI NE FROM SELWYN.
 GY0344'ABOUT 0.15 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GY0344'AT SELWYN, THENCE ABOUT 2.4 MILES NORTHEAST ALONG A GRAVEL ROAD,
 GY0344'ABOUT 0.4 MILE SOUTHWEST OF T JUNCTION OF JENNIE CREEK ROAD,
 GY0344'ABOUT 0.1 MILE NORTHEAST OF THE TOP OF A GRADE, SET IN THE TOP OF
 GY0344'THE SOUTHWEST END OF A 12-FOOT LONG AND 2-FOOT HIGH ROCK OUTCROP,
 GY0344'25 FEET SOUTHEAST OF CENTER LINE OF ROAD, ABOUT 42 YARDS NORTHEAST
 GY0344'OF NORTHEAST FACE OF A SMALL ONE-STORY FRAME HOUSE LOCATED
 GY0344'SOUTHEAST OF ROAD, 1 1/2 FEET EAST OF WEST CORNER OF OUTCROP, 2 1/2
 GY0344'FEET WEST OF A 6-INCH HICKORY TREE WHICH IS GROWING ON TOP OF
 GY0344'OUTCROP AND ABOUT 6 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0750 ***********************************************************************
 HY0750  DESIGNATION -  U 159
 HY0750  PID         -  HY0750
 HY0750  STATE/COUNTY-  WV/WAYNE
 HY0750  USGS QUAD   -  KIAHSVILLE (1975)
 HY0750
 HY0750                         *CURRENT SURVEY CONTROL
 HY0750  ___________________________________________________________________
 HY0750* NAD 83(1986)-  38 04 20.     (N)    082 17 49.     (W)     SCALED    
 HY0750* NAVD 88     -       206.108  (meters)     676.21   (feet)  ADJUSTED  
 HY0750  ___________________________________________________________________
 HY0750  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HY0750  DYNAMIC HT  -         205.959 (meters)     675.72  (feet)  COMP
 HY0750  MODELED GRAV-     979,900.9   (mgal)                       NAVD 88
 HY0750
 HY0750  VERT ORDER  -  SECOND    CLASS 0
 HY0750
 HY0750.The horizontal coordinates were scaled from a topographic map and have
 HY0750.an estimated accuracy of +/- 6 seconds.
 HY0750
 HY0750.The orthometric height was determined by differential leveling
 HY0750.and adjusted by the National Geodetic Survey in June 1991..
 HY0750
 HY0750.The geoid height was determined by GEOID03.
 HY0750
 HY0750.The dynamic height is computed by dividing the NAVD 88
 HY0750.geopotential number by the normal gravity value computed on the
 HY0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0750.degrees latitude (g = 980.6199 gals.).
 HY0750
 HY0750.The modeled gravity was interpolated from observed gravity values.
 HY0750
 HY0750;                    North         East    Units  Estimated Accuracy
 HY0750;SPC WV S     -   119,800.      486,210.      MT  (+/- 180 meters Scaled)
 HY0750
 HY0750                          SUPERSEDED SURVEY CONTROL
 HY0750
 HY0750  NGVD 29 (??/??/92)  206.320  (m)          676.90   (f) ADJ UNCH    2 0
 HY0750
 HY0750.Superseded values are not recommended for survey control.
 HY0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0750.See file dsdata.txt to determine how the superseded data were derived.
 HY0750
 HY0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC862146(NAD 83)
 HY0750_MARKER: DB = BENCH MARK DISK
 HY0750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0750_SP_SET: CULVERT
 HY0750_STAMPING: U 159 1957
 HY0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0750
 HY0750  HISTORY     - Date     Condition        Report By
 HY0750  HISTORY     - 1957     MONUMENTED       CGS
 HY0750
 HY0750                          STATION DESCRIPTION
 HY0750
 HY0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0750'7.9 MI SW FROM COVE GAP.
 HY0750'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0750'SCHOOL AND ROAD JUNCTION AT COVER GAP, THENCE ABOUT 3.8 MILES
 HY0750'SOUTH ALONG A GRAVEL ROAD FOLLOWING EAST FORK OF TWELVEPOLE
 HY0750'CREEK, ABOUT 0.25 MILE NORTH OF JUNCTION OF KIAH CREEK ROAD
 HY0750'LEADING SOUTHEAST, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HY0750'EXTENDING WEST AND SOUTH, IN THE TOP OF THE SOUTHEAST END OF A
 HY0750'ROCK CUT THAT IS ABOUT 45 FEET LONG AND 6 FEET HIGH AT ITS
 HY0750'HIGHEST POINT, 22 FEET NORTHEAST OF CENTER LINE OF ROAD, 27
 HY0750'FEET NORTHWEST OF NORTHEAST END OF A 5-FOOT CONCRETE PIPE
 HY0750'CULVERT, 1 FOOT NORTHWEST OF SOUTHEAST END OF ROCK AND ABOUT
 HY0750'2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1412 ***********************************************************************
 HW1412  DESIGNATION -  U 16
 HW1412  PID         -  HW1412
 HW1412  STATE/COUNTY-  WV/PENDLETON
 HW1412  USGS QUAD   -  CIRCLEVILLE (1995)
 HW1412
 HW1412                         *CURRENT SURVEY CONTROL
 HW1412  ___________________________________________________________________
 HW1412* NAD 83(1986)-  38 42 19.     (N)    079 26 54.     (W)     SCALED    
 HW1412* NAVD 88     -       690.865  (meters)    2266.61   (feet)  ADJUSTED  
 HW1412  ___________________________________________________________________
 HW1412  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HW1412  DYNAMIC HT  -         690.359 (meters)    2264.95  (feet)  COMP
 HW1412  MODELED GRAV-     979,872.0   (mgal)                       NAVD 88
 HW1412
 HW1412  VERT ORDER  -  SECOND    CLASS 0
 HW1412
 HW1412.The horizontal coordinates were scaled from a topographic map and have
 HW1412.an estimated accuracy of +/- 6 seconds.
 HW1412
 HW1412.The orthometric height was determined by differential leveling
 HW1412.and adjusted by the National Geodetic Survey in June 1991..
 HW1412
 HW1412.The geoid height was determined by GEOID03.
 HW1412
 HW1412.The dynamic height is computed by dividing the NAVD 88
 HW1412.geopotential number by the normal gravity value computed on the
 HW1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1412.degrees latitude (g = 980.6199 gals.).
 HW1412
 HW1412.The modeled gravity was interpolated from observed gravity values.
 HW1412
 HW1412;                    North         East    Units  Estimated Accuracy
 HW1412;SPC WV S     -   190,400.      734,960.      MT  (+/- 180 meters Scaled)
 HW1412
 HW1412                          SUPERSEDED SURVEY CONTROL
 HW1412
 HW1412  NGVD 29 (??/??/92)  690.993  (m)         2267.03   (f) ADJ UNCH    2 0
 HW1412
 HW1412.Superseded values are not recommended for survey control.
 HW1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1412.See file dsdata.txt to determine how the superseded data were derived.
 HW1412
 HW1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC349852(NAD 83)
 HW1412_MARKER: DB = BENCH MARK DISK
 HW1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1412_STAMPING: U 16 1934
 HW1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1412+STABILITY: SURFACE MOTION
 HW1412
 HW1412  HISTORY     - Date     Condition        Report By
 HW1412  HISTORY     - 1934     MONUMENTED       CGS
 HW1412  HISTORY     - 1954     GOOD             USE
 HW1412
 HW1412                          STATION DESCRIPTION
 HW1412
 HW1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1412'4.4 MI S FROM RIVERTON.
 HW1412'4.4 MILES SOUTH ALONG U.S. HIGHWAY 33 FROM RIVERTON, PENDLETON
 HW1412'COUNTY, 150 FEET SOUTH ACROSS THE HIGHWAY FROM TWO TALL PINE
 HW1412'TREES, AT AN ABRUPT TURN, 12 YARDS SOUTHEAST OF THE HIGHWAY,
 HW1412'AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 HW1412'U 16 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 104 FEET
 HW1412'SOUTH OF CENTERLINE OF OLD HIGHWAY GRADE AT THE CENTERLINE OF
 HW1412'A DRAIN, 130 FEET EAST OF EAST SIDE OF A CHICKEN HOUSE, 85
 HW1412'FEET NORTHEAST OF BASE OF A SMALL CEDAR, 340 FEET EAST OF
 HW1412'CENTERLINE OF A DRIVE.
 HW1412
 HW1412                          STATION RECOVERY (1954)
 HW1412
 HW1412'RECOVERY NOTE BY US ENGINEERS 1954
 HW1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0371 ***********************************************************************
 GY0371  DESIGNATION -  U 160
 GY0371  PID         -  GY0371
 GY0371  STATE/COUNTY-  WV/LINCOLN
 GY0371  USGS QUAD   -  TRACE (1976)
 GY0371
 GY0371                         *CURRENT SURVEY CONTROL
 GY0371  ___________________________________________________________________
 GY0371* NAD 83(1986)-  37 58 50.     (N)    082 12 10.     (W)     SCALED    
 GY0371* NAVD 88     -       285.358  (meters)     936.21   (feet)  ADJUSTED  
 GY0371  ___________________________________________________________________
 GY0371  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GY0371  DYNAMIC HT  -         285.150 (meters)     935.53  (feet)  COMP
 GY0371  MODELED GRAV-     979,893.2   (mgal)                       NAVD 88
 GY0371
 GY0371  VERT ORDER  -  SECOND    CLASS 0
 GY0371
 GY0371.The horizontal coordinates were scaled from a topographic map and have
 GY0371.an estimated accuracy of +/- 6 seconds.
 GY0371
 GY0371.The orthometric height was determined by differential leveling
 GY0371.and adjusted by the National Geodetic Survey in June 1991..
 GY0371
 GY0371.The geoid height was determined by GEOID03.
 GY0371
 GY0371.The dynamic height is computed by dividing the NAVD 88
 GY0371.geopotential number by the normal gravity value computed on the
 GY0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0371.degrees latitude (g = 980.6199 gals.).
 GY0371
 GY0371.The modeled gravity was interpolated from observed gravity values.
 GY0371
 GY0371;                    North         East    Units  Estimated Accuracy
 GY0371;SPC WV S     -   109,520.      494,340.      MT  (+/- 180 meters Scaled)
 GY0371
 GY0371                          SUPERSEDED SURVEY CONTROL
 GY0371
 GY0371  NGVD 29 (??/??/92)  285.571  (m)          936.91   (f) ADJ UNCH    2 0
 GY0371
 GY0371.Superseded values are not recommended for survey control.
 GY0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0371.See file dsdata.txt to determine how the superseded data were derived.
 GY0371
 GY0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC943043(NAD 83)
 GY0371_MARKER: DB = BENCH MARK DISK
 GY0371_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY0371_STAMPING: U 160 1957
 GY0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0371
 GY0371  HISTORY     - Date     Condition        Report By
 GY0371  HISTORY     - 1957     MONUMENTED       CGS
 GY0371
 GY0371                          STATION DESCRIPTION
 GY0371
 GY0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0371'21.7 MI SE FROM COVE GAP.
 GY0371'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 GY0371'SCHOOL AND ROAD JUNCTION AT COVE GAP, THENCE ABOUT 7.8 MILES
 GY0371'SOUTHEAST ALONG A ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 GY0371'THENCE ABOUT 2.15 MILES EAST ALONG A MOUNTAIN ROAD LEADING
 GY0371'INTO KIAH CREEK, THENCE ABOUT 7.65 MILES SOUTH AND SOUTHEAST ALONG
 GY0371'KIAH CREEK ROAD, ABOUT 0.85 MILE WEST OF A Y ROAD FORK, SET
 GY0371'VERTICALLY IN THE NORTHEAST FACE OF A ROCK PROJECTING ABOUT
 GY0371'18 FEET LONG AND ABOUT 5 FEET HIGH PROJECTING OUT OF HILL SIDE,
 GY0371'18 FEET SOUTHWEST OF CENTER LINE OF ROAD, 9 FEET SOUTHEAST OF
 GY0371'NORTHWEST END OF ROCK, 1 1/2 FEET ABOVE GROUND AND 5 FEET ABOVE
 GY0371'LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM THE HIGH SCHOOL AT
 GY0371'HART, LINCOLN COUNTY, BY GOING ABOUT 5.3 MILES SOUTH ALONG
 GY0371'HART CREEK ROAD, THENCE ABOUT 2.15 MILES WEST ALONG TRACE FORK
 GY0371'ROAD, THENCE ABOUT 2.0 MILES NORTH AND NORTHWEST ALONG A ROUGH
 GY0371'ROAD LEADING OVER MOUNTAIN INTO KIAH CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2169 ***********************************************************************
 GX2169  DESIGNATION -  U 161
 GX2169  PID         -  GX2169
 GX2169  STATE/COUNTY-  WV/MINGO
 GX2169  USGS QUAD   -  MAN (1976)
 GX2169
 GX2169                         *CURRENT SURVEY CONTROL
 GX2169  ___________________________________________________________________
 GX2169* NAD 83(1986)-  37 38 11.     (N)    081 54 59.     (W)     SCALED    
 GX2169* NAVD 88     -       301.184  (meters)     988.13   (feet)  ADJUSTED  
 GX2169  ___________________________________________________________________
 GX2169  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX2169  DYNAMIC HT  -         300.952 (meters)     987.37  (feet)  COMP
 GX2169  MODELED GRAV-     979,850.4   (mgal)                       NAVD 88
 GX2169
 GX2169  VERT ORDER  -  SECOND    CLASS 0
 GX2169
 GX2169.The horizontal coordinates were scaled from a topographic map and have
 GX2169.an estimated accuracy of +/- 6 seconds.
 GX2169
 GX2169.The orthometric height was determined by differential leveling
 GX2169.and adjusted by the National Geodetic Survey in June 1991..
 GX2169
 GX2169.The geoid height was determined by GEOID03.
 GX2169
 GX2169.The dynamic height is computed by dividing the NAVD 88
 GX2169.geopotential number by the normal gravity value computed on the
 GX2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2169.degrees latitude (g = 980.6199 gals.).
 GX2169
 GX2169.The modeled gravity was interpolated from observed gravity values.
 GX2169
 GX2169;                    North         East    Units  Estimated Accuracy
 GX2169;SPC WV S     -    71,030.      519,120.      MT  (+/- 180 meters Scaled)
 GX2169
 GX2169                          SUPERSEDED SURVEY CONTROL
 GX2169
 GX2169  NGVD 29 (??/??/92)  301.387  (m)          988.80   (f) ADJ UNCH    2 0
 GX2169
 GX2169.Superseded values are not recommended for survey control.
 GX2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2169.See file dsdata.txt to determine how the superseded data were derived.
 GX2169
 GX2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB191658(NAD 83)
 GX2169_MARKER: DB = BENCH MARK DISK
 GX2169_SETTING: 66 = SET IN ROCK OUTCROP
 GX2169_SP_SET: ROCK CUT
 GX2169_STAMPING: U 161 1957
 GX2169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2169+STABILITY: POSITION/ELEVATION WELL
 GX2169
 GX2169  HISTORY     - Date     Condition        Report By
 GX2169  HISTORY     - 1957     MONUMENTED       CGS
 GX2169
 GX2169                          STATION DESCRIPTION
 GX2169
 GX2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2169'4.4 MI NW FROM GILBERT.
 GX2169'ABOUT 4.35 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION
 GX2169'OF STATE HIGHWAY 80 AT GILBERT, 0.55 MILE WEST OF JUNCTION OF A
 GX2169'DIRT ROAD NORTH AND A BRIDGE OVER BROWNING FORK, SET VERTICALLY
 GX2169'IN THE SOUTH FACE OF A ROCK CUT, 27 FEET NORTH OF CENTER LINE OF
 GX2169'HIGHWAY, 99 FEET EAST OF NORTHEAST CORNER OF A 15-FOOT CONCRETE
 GX2169'BRIDGE, 3 FEET ABOVE GROUND AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2402 ***********************************************************************
 GX2402  DESIGNATION -  U 162
 GX2402  PID         -  GX2402
 GX2402  STATE/COUNTY-  WV/MINGO
 GX2402  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2402
 GX2402                         *CURRENT SURVEY CONTROL
 GX2402  ___________________________________________________________________
 GX2402* NAD 83(1986)-  37 36 21.     (N)    081 55 02.     (W)     SCALED    
 GX2402* NAVD 88     -       291.582  (meters)     956.63   (feet)  ADJUSTED  
 GX2402  ___________________________________________________________________
 GX2402  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX2402  DYNAMIC HT  -         291.357 (meters)     955.89  (feet)  COMP
 GX2402  MODELED GRAV-     979,850.4   (mgal)                       NAVD 88
 GX2402
 GX2402  VERT ORDER  -  SECOND    CLASS 0
 GX2402
 GX2402.The horizontal coordinates were scaled from a topographic map and have
 GX2402.an estimated accuracy of +/- 6 seconds.
 GX2402
 GX2402.The orthometric height was determined by differential leveling
 GX2402.and adjusted by the National Geodetic Survey in June 1991..
 GX2402
 GX2402.The geoid height was determined by GEOID03.
 GX2402
 GX2402.The dynamic height is computed by dividing the NAVD 88
 GX2402.geopotential number by the normal gravity value computed on the
 GX2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2402.degrees latitude (g = 980.6199 gals.).
 GX2402
 GX2402.The modeled gravity was interpolated from observed gravity values.
 GX2402
 GX2402;                    North         East    Units  Estimated Accuracy
 GX2402;SPC WV S     -    67,640.      519,010.      MT  (+/- 180 meters Scaled)
 GX2402
 GX2402                          SUPERSEDED SURVEY CONTROL
 GX2402
 GX2402  NGVD 29 (??/??/92)  291.785  (m)          957.30   (f) ADJ UNCH    2 0
 GX2402
 GX2402.Superseded values are not recommended for survey control.
 GX2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2402.See file dsdata.txt to determine how the superseded data were derived.
 GX2402
 GX2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB190624(NAD 83)
 GX2402_MARKER: DB = BENCH MARK DISK
 GX2402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2402_SP_SET: BRIDGE
 GX2402_STAMPING: U 162 1957
 GX2402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2402
 GX2402  HISTORY     - Date     Condition        Report By
 GX2402  HISTORY     - 1957     MONUMENTED       CGS
 GX2402
 GX2402                          STATION DESCRIPTION
 GX2402
 GX2402'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2402'4 MI SW FROM GILBERT.
 GX2402'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF
 GX2402'STATE HIGHWAY 80 AT GILBERT, AT THE JUNCTION OF A ROAD SOUTH
 GX2402'ALONG GILBERT CREEK AND ROAD WEST AND SOUTHWEST TO WHARNCLIFFE,
 GX2402'IN THE TOP OF THE NORTH END OF WEST HEAD WALL OF A 15-FOOT BRIDGE
 GX2402'ON ROAD SOUTH, 60 FEET SOUTH OF CENTER LINE OF ROAD WEST, 14
 GX2402'FEET WEST OF CENTER LINE OF ROAD SOUTH, 1 FOOT SOUTH OF NORTH
 GX2402'END OF HEAD WALL AND ABOUT LEVEL WITH ROAD SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1157 ***********************************************************************
 GX1157  DESIGNATION -  U 163
 GX1157  PID         -  GX1157
 GX1157  STATE/COUNTY-  WV/RALEIGH
 GX1157  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1157
 GX1157                         *CURRENT SURVEY CONTROL
 GX1157  ___________________________________________________________________
 GX1157* NAD 83(1986)-  37 42 00.     (N)    081 14 33.     (W)     SCALED    
 GX1157* NAVD 88     -       625.155  (meters)    2051.03   (feet)  ADJUSTED  
 GX1157  ___________________________________________________________________
 GX1157  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1157  DYNAMIC HT  -         624.633 (meters)    2049.32  (feet)  COMP
 GX1157  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 GX1157
 GX1157  VERT ORDER  -  SECOND    CLASS 0
 GX1157
 GX1157.The horizontal coordinates were scaled from a topographic map and have
 GX1157.an estimated accuracy of +/- 6 seconds.
 GX1157
 GX1157.The orthometric height was determined by differential leveling
 GX1157.and adjusted by the National Geodetic Survey in June 1991..
 GX1157
 GX1157.The geoid height was determined by GEOID03.
 GX1157
 GX1157.The dynamic height is computed by dividing the NAVD 88
 GX1157.geopotential number by the normal gravity value computed on the
 GX1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1157.degrees latitude (g = 980.6199 gals.).
 GX1157
 GX1157.The modeled gravity was interpolated from observed gravity values.
 GX1157
 GX1157;                    North         East    Units  Estimated Accuracy
 GX1157;SPC WV S     -    77,720.      578,620.      MT  (+/- 180 meters Scaled)
 GX1157
 GX1157                          SUPERSEDED SURVEY CONTROL
 GX1157
 GX1157  NGVD 29 (??/??/92)  625.295  (m)         2051.49   (f) ADJ UNCH    2 0
 GX1157
 GX1157.Superseded values are not recommended for survey control.
 GX1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1157.See file dsdata.txt to determine how the superseded data were derived.
 GX1157
 GX1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB786725(NAD 83)
 GX1157_MARKER: DB = BENCH MARK DISK
 GX1157_SETTING: 66 = SET IN ROCK OUTCROP
 GX1157_SP_SET: ROCK CUT
 GX1157_STAMPING: U 163 1960
 GX1157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1157+STABILITY: POSITION/ELEVATION WELL
 GX1157
 GX1157  HISTORY     - Date     Condition        Report By
 GX1157  HISTORY     - 1960     MONUMENTED       CGS
 GX1157
 GX1157                          STATION DESCRIPTION
 GX1157
 GX1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1157'1.8 MI NE FROM MC ALPIN.
 GX1157'ABOUT 1.8 MILES NORTHEAST ALONG THE VIRGINIAN RAILWAY FROM THE
 GX1157'POST OFFICE AT MC ALPIN, 13 1/2 RAILS NORTHEAST OF NORTH CORNER
 GX1157'OF A SQUARE BRICK BUILDING WHICH IS LOCATED SOUTHEAST OF TRACK,
 GX1157'167 FEET SOUTHWEST OF A CONCRETE WHISTLE POST, SET IN THE TOP OF
 GX1157'AN OUTCROPPING LEDGE OF A LOW ROCK CUT, 9 1/2 FEET NORTHWEST OF
 GX1157'NORTHWEST RAIL, 57 FEET NORTH AND ACROSS TRACK FROM THE THIRD
 GX1157'TELEPHONE POLE NORTHEAST OF A DIM ROAD CROSSING AND 1 FOOT ABOVE
 GX1157'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1452 ***********************************************************************
 HW1452  DESIGNATION -  U 17
 HW1452  PID         -  HW1452
 HW1452  STATE/COUNTY-  WV/HARDY
 HW1452  USGS QUAD   -  PETERSBURG EAST (1981)
 HW1452
 HW1452                         *CURRENT SURVEY CONTROL
 HW1452  ___________________________________________________________________
 HW1452* NAD 83(1986)-  38 59 23.     (N)    079 02 09.     (W)     SCALED    
 HW1452* NAVD 88     -       266.445  (meters)     874.16   (feet)  ADJUSTED  
 HW1452  ___________________________________________________________________
 HW1452  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HW1452  DYNAMIC HT  -         266.271 (meters)     873.59  (feet)  COMP
 HW1452  MODELED GRAV-     979,967.2   (mgal)                       NAVD 88
 HW1452
 HW1452  VERT ORDER  -  SECOND    CLASS 0
 HW1452
 HW1452.The horizontal coordinates were scaled from a topographic map and have
 HW1452.an estimated accuracy of +/- 6 seconds.
 HW1452
 HW1452.The orthometric height was determined by differential leveling
 HW1452.and adjusted by the National Geodetic Survey in June 1991..
 HW1452
 HW1452.The geoid height was determined by GEOID03.
 HW1452
 HW1452.The dynamic height is computed by dividing the NAVD 88
 HW1452.geopotential number by the normal gravity value computed on the
 HW1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1452.degrees latitude (g = 980.6199 gals.).
 HW1452
 HW1452.The modeled gravity was interpolated from observed gravity values.
 HW1452
 HW1452;                    North         East    Units  Estimated Accuracy
 HW1452;SPC WV N     -    54,470.      640,220.      MT  (+/- 180 meters Scaled)
 HW1452
 HW1452                          SUPERSEDED SURVEY CONTROL
 HW1452
 HW1452  NGVD 29 (??/??/92)  266.592  (m)          874.64   (f) ADJ UNCH    2 0
 HW1452
 HW1452.Superseded values are not recommended for survey control.
 HW1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1452.See file dsdata.txt to determine how the superseded data were derived.
 HW1452
 HW1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD701174(NAD 83)
 HW1452_MARKER: DB = BENCH MARK DISK
 HW1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1452_STAMPING: U 17 1934
 HW1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1452+STABILITY: SURFACE MOTION
 HW1452
 HW1452  HISTORY     - Date     Condition        Report By
 HW1452  HISTORY     - 1934     MONUMENTED       CGS
 HW1452  HISTORY     - 1954     GOOD             USE
 HW1452
 HW1452                          STATION DESCRIPTION
 HW1452
 HW1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1452'5.4 MI N FROM PETERSBURG.
 HW1452'IN HARDY COUNTY, 5.4 MILES NORTH ALONG THE BALTIMORE AND OHIO
 HW1452'RAILROAD FROM PETERSBURG, GRANT COUNTY, 600 YARDS SOUTH OF A SMALL
 HW1452'SCHOOL, 22 YARDS SOUTHEAST OF THE CENTERLINE OF THE TRACK, 12
 HW1452'YARDS NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 220, 3 YARDS
 HW1452'NORTH OF A GATE IN A WIRE FENCE, AND 4 FEET HIGHER THAN THE
 HW1452'RAIL.  A STANDARD DISK, STAMPED U 17 1934 AND SET IN THE TOP
 HW1452'OF A CONCRETE POST.
 HW1452
 HW1452                          STATION RECOVERY (1954)
 HW1452
 HW1452'RECOVERY NOTE BY US ENGINEERS 1954
 HW1452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2225 ***********************************************************************
 HX2225  DESIGNATION -  U 175
 HX2225  PID         -  HX2225
 HX2225  STATE/COUNTY-  WV/BOONE
 HX2225  USGS QUAD   -  MADISON (1976)
 HX2225
 HX2225                         *CURRENT SURVEY CONTROL
 HX2225  ___________________________________________________________________
 HX2225* NAD 83(1986)-  38 06 02.     (N)    081 49 43.     (W)     SCALED    
 HX2225* NAVD 88     -       208.993  (meters)     685.67   (feet)  ADJUSTED  
 HX2225  ___________________________________________________________________
 HX2225  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HX2225  DYNAMIC HT  -         208.843 (meters)     685.18  (feet)  COMP
 HX2225  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 HX2225
 HX2225  VERT ORDER  -  SECOND    CLASS 0
 HX2225
 HX2225.The horizontal coordinates were scaled from a topographic map and have
 HX2225.an estimated accuracy of +/- 6 seconds.
 HX2225
 HX2225.The orthometric height was determined by differential leveling
 HX2225.and adjusted by the National Geodetic Survey in June 1991..
 HX2225
 HX2225.The geoid height was determined by GEOID03.
 HX2225
 HX2225.The dynamic height is computed by dividing the NAVD 88
 HX2225.geopotential number by the normal gravity value computed on the
 HX2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2225.degrees latitude (g = 980.6199 gals.).
 HX2225
 HX2225.The modeled gravity was interpolated from observed gravity values.
 HX2225
 HX2225;                    North         East    Units  Estimated Accuracy
 HX2225;SPC WV S     -   122,470.      527,330.      MT  (+/- 180 meters Scaled)
 HX2225
 HX2225                          SUPERSEDED SURVEY CONTROL
 HX2225
 HX2225  NGVD 29 (??/??/92)  209.203  (m)          686.36   (f) ADJ UNCH    2 0
 HX2225
 HX2225.Superseded values are not recommended for survey control.
 HX2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2225.See file dsdata.txt to determine how the superseded data were derived.
 HX2225
 HX2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC273172(NAD 83)
 HX2225_MARKER: DB = BENCH MARK DISK
 HX2225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2225_SP_SET: CULVERT
 HX2225_STAMPING: U 175 1958
 HX2225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2225
 HX2225  HISTORY     - Date     Condition        Report By
 HX2225  HISTORY     - 1958     MONUMENTED       CGS
 HX2225  HISTORY     - 1973     GOOD             LOCENG
 HX2225
 HX2225                          STATION DESCRIPTION
 HX2225
 HX2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2225'0.6 MI E FROM ROCK CREEK.
 HX2225'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 HX2225'U.S. HIGHWAY 119 AT ROCK CREEK, 18 FEET SOUTHEAST OF CENTER LINE
 HX2225'OF HIGHWAY, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD
 HX2225'WALL OF A 5-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY FOR A
 HX2225'CREEK BRANCH LEADING SOUTHEAST, 33 FEET NORTHEAST OF THE CENTER
 HX2225'LINE OF A DRIVE LEADING SOUTHEAST TO A FARMHOUSE, AND ABOUT 1/2
 HX2225'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 HX2225
 HX2225                          STATION RECOVERY (1973)
 HX2225
 HX2225'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1605 ***********************************************************************
 GX1605  DESIGNATION -  U 176
 GX1605  PID         -  GX1605
 GX1605  STATE/COUNTY-  WV/MCDOWELL
 GX1605  USGS QUAD   -  IAEGER (1976)
 GX1605
 GX1605                         *CURRENT SURVEY CONTROL
 GX1605  ___________________________________________________________________
 GX1605* NAD 83(1986)-  37 27 50.     (N)    081 49 14.     (W)     SCALED    
 GX1605* NAVD 88     -       298.976  (meters)     980.89   (feet)  ADJUSTED  
 GX1605  ___________________________________________________________________
 GX1605  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX1605  DYNAMIC HT  -         298.736 (meters)     980.10  (feet)  COMP
 GX1605  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 GX1605
 GX1605  VERT ORDER  -  SECOND    CLASS 0
 GX1605
 GX1605.The horizontal coordinates were scaled from a topographic map and have
 GX1605.an estimated accuracy of +/- 6 seconds.
 GX1605
 GX1605.The orthometric height was determined by differential leveling
 GX1605.and adjusted by the National Geodetic Survey in June 1991..
 GX1605
 GX1605.The geoid height was determined by GEOID03.
 GX1605
 GX1605.The dynamic height is computed by dividing the NAVD 88
 GX1605.geopotential number by the normal gravity value computed on the
 GX1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1605.degrees latitude (g = 980.6199 gals.).
 GX1605
 GX1605.The modeled gravity was interpolated from observed gravity values.
 GX1605
 GX1605;                    North         East    Units  Estimated Accuracy
 GX1605;SPC WV S     -    51,810.      527,410.      MT  (+/- 180 meters Scaled)
 GX1605
 GX1605                          SUPERSEDED SURVEY CONTROL
 GX1605
 GX1605  NGVD 29 (??/??/92)  299.168  (m)          981.52   (f) ADJ UNCH    2 0
 GX1605
 GX1605.Superseded values are not recommended for survey control.
 GX1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1605.See file dsdata.txt to determine how the superseded data were derived.
 GX1605
 GX1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB274466(NAD 83)
 GX1605_MARKER: DB = BENCH MARK DISK
 GX1605_SETTING: 66 = SET IN ROCK OUTCROP
 GX1605_SP_SET: SET IN ROCK OUTCROP
 GX1605_STAMPING: U 176 1958
 GX1605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1605+STABILITY: POSITION/ELEVATION WELL
 GX1605
 GX1605  HISTORY     - Date     Condition        Report By
 GX1605  HISTORY     - 1958     MONUMENTED       CGS
 GX1605
 GX1605                          STATION DESCRIPTION
 GX1605
 GX1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1605'0.6 MI W FROM IAEGER.
 GX1605'0.65 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1605'STATION AT IAEGER, 0.2 MILE NORTHWEST OF THE EAST LEG OF THE
 GX1605'JUNCTION OF A TRACK LEADING SOUTH, ABOUT 3 RAILS NORTHWEST OF
 GX1605'SIGNAL 34 RS - 30 RS - AND 32 RS, SET VERTICALLY IN THE SOUTHWEST
 GX1605'FACE OF A ROCK CUT, 8 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 GX1605'THE NORTHEAST ONE OF THREE TRACKS, 2 FEET ABOVE THE GROUND, AND
 GX1605'ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2496 ***********************************************************************
 GX2496  DESIGNATION -  U 177
 GX2496  PID         -  GX2496
 GX2496  STATE/COUNTY-  WV/WYOMING
 GX2496  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2496
 GX2496                         *CURRENT SURVEY CONTROL
 GX2496  ___________________________________________________________________
 GX2496* NAD 83(1986)-  37 36 14.     (N)    081 43 51.     (W)     SCALED    
 GX2496* NAVD 88     -       344.057  (meters)    1128.79   (feet)  ADJUSTED  
 GX2496  ___________________________________________________________________
 GX2496  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX2496  DYNAMIC HT  -         343.789 (meters)    1127.91  (feet)  COMP
 GX2496  MODELED GRAV-     979,841.6   (mgal)                       NAVD 88
 GX2496
 GX2496  VERT ORDER  -  SECOND    CLASS 0
 GX2496
 GX2496.The horizontal coordinates were scaled from a topographic map and have
 GX2496.an estimated accuracy of +/- 6 seconds.
 GX2496
 GX2496.The orthometric height was determined by differential leveling
 GX2496.and adjusted by the National Geodetic Survey in June 1991..
 GX2496
 GX2496.The geoid height was determined by GEOID03.
 GX2496
 GX2496.The dynamic height is computed by dividing the NAVD 88
 GX2496.geopotential number by the normal gravity value computed on the
 GX2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2496.degrees latitude (g = 980.6199 gals.).
 GX2496
 GX2496.The modeled gravity was interpolated from observed gravity values.
 GX2496
 GX2496;                    North         East    Units  Estimated Accuracy
 GX2496;SPC WV S     -    67,280.      535,470.      MT  (+/- 180 meters Scaled)
 GX2496
 GX2496                          SUPERSEDED SURVEY CONTROL
 GX2496
 GX2496  NGVD 29 (??/??/92)  344.243  (m)         1129.40   (f) ADJ UNCH    2 0
 GX2496
 GX2496.Superseded values are not recommended for survey control.
 GX2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2496.See file dsdata.txt to determine how the superseded data were derived.
 GX2496
 GX2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB354621(NAD 83)
 GX2496_MARKER: DB = BENCH MARK DISK
 GX2496_SETTING: 66 = SET IN ROCK OUTCROP
 GX2496_SP_SET: CUT
 GX2496_STAMPING: U 177 1958
 GX2496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2496+STABILITY: POSITION/ELEVATION WELL
 GX2496
 GX2496  HISTORY     - Date     Condition        Report By
 GX2496  HISTORY     - 1958     MONUMENTED       CGS
 GX2496  HISTORY     - 1963     GOOD             AEROS
 GX2496
 GX2496                          STATION DESCRIPTION
 GX2496
 GX2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2496'5.4 MI NW FROM BAILEYSVILLE.
 GX2496'ABOUT 3.4 MILES WEST ALONG A BLACK TOP ROAD FROM THE BRIDGE OVER
 GX2496'GUYANDOT RIVER AT BAILEYSVILLE, THENCE ABOUT 2.0 MILES NORTHWEST
 GX2496'ALONG THE VIRGINIAN RAILWAY, ABOUT 0.15 MILE SOUTH OF SOUTH
 GX2496'END OF RAILWAY BRIDGE OVER GUYANDOT RIVER, 0.1 MILE NORTHWEST
 GX2496'OF MILE POST 31, ABOUT 7 RAILS SOUTH OF SOUTH END OF A 70-FOOT
 GX2496'TRESTLE, AT SIMON JUNCTION, SET VERTICALLY IN THE EAST FACE OF
 GX2496'A LARGE ROCK CUT, 10 FEET WEST OF WEST RAIL, 54 FEET NORTHWEST
 GX2496'AND ACROSS THE WEST TRACK FROM RAILWAY SIGNAL LIGHT, 2 FEET
 GX2496'ABOVE GROUND AND ABOUT 2 1/2 FEET ABOVE LEVEL OF TRACK.
 GX2496
 GX2496                          STATION RECOVERY (1963)
 GX2496
 GX2496'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1883 ***********************************************************************
 GX1883  DESIGNATION -  U 178
 GX1883  PID         -  GX1883
 GX1883  STATE/COUNTY-  WV/MCDOWELL
 GX1883  USGS QUAD   -  WAR (1977)
 GX1883
 GX1883                         *CURRENT SURVEY CONTROL
 GX1883  ___________________________________________________________________
 GX1883* NAD 83(1986)-  37 16 38.     (N)    081 40 01.     (W)     SCALED    
 GX1883* NAVD 88     -       444.691  (meters)    1458.96   (feet)  ADJUSTED  
 GX1883  ___________________________________________________________________
 GX1883  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GX1883  DYNAMIC HT  -         444.311 (meters)    1457.71  (feet)  COMP
 GX1883  MODELED GRAV-     979,762.4   (mgal)                       NAVD 88
 GX1883
 GX1883  VERT ORDER  -  SECOND    CLASS 0
 GX1883
 GX1883.The horizontal coordinates were scaled from a topographic map and have
 GX1883.an estimated accuracy of +/- 6 seconds.
 GX1883
 GX1883.The orthometric height was determined by differential leveling
 GX1883.and adjusted by the National Geodetic Survey in June 1991..
 GX1883
 GX1883.The geoid height was determined by GEOID03.
 GX1883
 GX1883.The dynamic height is computed by dividing the NAVD 88
 GX1883.geopotential number by the normal gravity value computed on the
 GX1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1883.degrees latitude (g = 980.6199 gals.).
 GX1883
 GX1883.The modeled gravity was interpolated from observed gravity values.
 GX1883
 GX1883;                    North         East    Units  Estimated Accuracy
 GX1883;SPC WV S     -    30,980.      540,850.      MT  (+/- 180 meters Scaled)
 GX1883
 GX1883                          SUPERSEDED SURVEY CONTROL
 GX1883
 GX1883  NGVD 29 (??/??/92)  444.837  (m)         1459.44   (f) ADJ UNCH    2 0
 GX1883
 GX1883.Superseded values are not recommended for survey control.
 GX1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1883.See file dsdata.txt to determine how the superseded data were derived.
 GX1883
 GX1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB408258(NAD 83)
 GX1883_MARKER: DB = BENCH MARK DISK
 GX1883_SETTING: 0 = UNSPECIFIED SETTING
 GX1883_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 GX1883_STAMPING: U 178 1958
 GX1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1883
 GX1883  HISTORY     - Date     Condition        Report By
 GX1883  HISTORY     - 1958     MONUMENTED       CGS
 GX1883
 GX1883                          STATION DESCRIPTION
 GX1883
 GX1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1883'0.9 MI NE FROM BERWIND.
 GX1883'0.9 MILE NORTHEAST ALONG A BLACK TOP ROAD LEADING TO WAR FROM
 GX1883'THE METHODIST CHURCH AT BERWIND, 0.65 MILE NORTHEAST OF THE
 GX1883'BERWIND SCHOOL, 0.65 MILE SOUTHWEST OF A 65-FOOT BRIDGE OVER
 GX1883'DRY FORK, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GX1883'SOUTHEAST AND NORTHEAST, AT ABOUT THE NORTHEAST END OF THE
 GX1883'CURVE, 25 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 210
 GX1883'FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK, AND ABOUT 4
 GX1883'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2489 ***********************************************************************
 GX2489  DESIGNATION -  U 179
 GX2489  PID         -  GX2489
 GX2489  STATE/COUNTY-  WV/WYOMING
 GX2489  USGS QUAD   -  OCEANA (1976)
 GX2489
 GX2489                         *CURRENT SURVEY CONTROL
 GX2489  ___________________________________________________________________
 GX2489* NAD 83(1986)-  37 37 43.     (N)    081 40 44.     (W)     SCALED    
 GX2489* NAVD 88     -       363.265  (meters)    1191.81   (feet)  ADJUSTED  
 GX2489  ___________________________________________________________________
 GX2489  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX2489  DYNAMIC HT  -         362.979 (meters)    1190.87  (feet)  COMP
 GX2489  MODELED GRAV-     979,833.4   (mgal)                       NAVD 88
 GX2489
 GX2489  VERT ORDER  -  SECOND    CLASS 0
 GX2489
 GX2489.The horizontal coordinates were scaled from a topographic map and have
 GX2489.an estimated accuracy of +/- 6 seconds.
 GX2489
 GX2489.The orthometric height was determined by differential leveling
 GX2489.and adjusted by the National Geodetic Survey in June 1991..
 GX2489
 GX2489.The geoid height was determined by GEOID03.
 GX2489
 GX2489.The dynamic height is computed by dividing the NAVD 88
 GX2489.geopotential number by the normal gravity value computed on the
 GX2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2489.degrees latitude (g = 980.6199 gals.).
 GX2489
 GX2489.The modeled gravity was interpolated from observed gravity values.
 GX2489
 GX2489;                    North         East    Units  Estimated Accuracy
 GX2489;SPC WV S     -    69,990.      540,070.      MT  (+/- 180 meters Scaled)
 GX2489
 GX2489                          SUPERSEDED SURVEY CONTROL
 GX2489
 GX2489  NGVD 29 (??/??/92)  363.444  (m)         1192.40   (f) ADJ UNCH    2 0
 GX2489
 GX2489.Superseded values are not recommended for survey control.
 GX2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2489.See file dsdata.txt to determine how the superseded data were derived.
 GX2489
 GX2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB400648(NAD 83)
 GX2489_MARKER: DB = BENCH MARK DISK
 GX2489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2489_SP_SET: CULVERT
 GX2489_STAMPING: U 179 1958
 GX2489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2489
 GX2489  HISTORY     - Date     Condition        Report By
 GX2489  HISTORY     - 1958     MONUMENTED       CGS
 GX2489  HISTORY     - 1963     GOOD             AEROS
 GX2489
 GX2489                          STATION DESCRIPTION
 GX2489
 GX2489'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2489'7.4 MI SW FROM OCEANA.
 GX2489'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 10 FROM THE METHODIST
 GX2489'CHRUCH AT OCEANA, THENCE ABOUT 6.85 MILES SOUTHWEST ALONG A
 GX2489'BLACK TOP ROAD, ABOUT 50 YARDS SOUTHWEST OF THE SOUTHWEST CORNER
 GX2489'OF ELKLICK SCHOOL, IN THE TOP OF THE WEST END OF NORTH CONCRETE
 GX2489'HEAD WALL OF A 10-FOOT STONE BOX CULVERT, 21 FEET NORTH OF CENTER
 GX2489'LINE OF ROAD, 1 FOOT EAST OF WEST END OF HEAD WALL AND ABOUT
 GX2489'LEVEL WITH ROAD.
 GX2489
 GX2489                          STATION RECOVERY (1963)
 GX2489
 GX2489'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0349 ***********************************************************************
 JW0349  DESIGNATION -  U 18
 JW0349  PID         -  JW0349
 JW0349  STATE/COUNTY-  WV/HAMPSHIRE
 JW0349  USGS QUAD   -  AUGUSTA (1979)
 JW0349
 JW0349                         *CURRENT SURVEY CONTROL
 JW0349  ___________________________________________________________________
 JW0349* NAD 83(1986)-  39 19 45.     (N)    078 42 51.     (W)     SCALED    
 JW0349* NAVD 88     -       421.517  (meters)    1382.93   (feet)  ADJUSTED  
 JW0349  ___________________________________________________________________
 JW0349  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JW0349  DYNAMIC HT  -         421.247 (meters)    1382.04  (feet)  COMP
 JW0349  MODELED GRAV-     979,974.6   (mgal)                       NAVD 88
 JW0349
 JW0349  VERT ORDER  -  SECOND    CLASS 0
 JW0349
 JW0349.The horizontal coordinates were scaled from a topographic map and have
 JW0349.an estimated accuracy of +/- 6 seconds.
 JW0349
 JW0349.The orthometric height was determined by differential leveling
 JW0349.and adjusted by the National Geodetic Survey in June 1991..
 JW0349
 JW0349.The geoid height was determined by GEOID03.
 JW0349
 JW0349.The dynamic height is computed by dividing the NAVD 88
 JW0349.geopotential number by the normal gravity value computed on the
 JW0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0349.degrees latitude (g = 980.6199 gals.).
 JW0349
 JW0349.The modeled gravity was interpolated from observed gravity values.
 JW0349
 JW0349;                    North         East    Units  Estimated Accuracy
 JW0349;SPC WV N     -    92,350.      667,750.      MT  (+/- 180 meters Scaled)
 JW0349
 JW0349                          SUPERSEDED SURVEY CONTROL
 JW0349
 JW0349  NGVD 29 (??/??/92)  421.680  (m)         1383.46   (f) ADJ UNCH    2 0
 JW0349
 JW0349.Superseded values are not recommended for survey control.
 JW0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0349.See file dsdata.txt to determine how the superseded data were derived.
 JW0349
 JW0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD970557(NAD 83)
 JW0349_MARKER: DB = BENCH MARK DISK
 JW0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0349_STAMPING: U 18 1934
 JW0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0349+STABILITY: SURFACE MOTION
 JW0349
 JW0349  HISTORY     - Date     Condition        Report By
 JW0349  HISTORY     - 1934     MONUMENTED       CGS
 JW0349
 JW0349                          STATION DESCRIPTION
 JW0349
 JW0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0349'2.8 MI E FROM ROMNEY.
 JW0349'ABOUT 2.8 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE AT
 JW0349'ROMNEY, HAMPSHIRE COUNTY, ABOUT 250 YARDS WEST OF A MILEPOST
 JW0349'MARKED ROMNEY 3 MILES, ABOUT 250 YARDS WEST OF A ROAD LEADING
 JW0349'TO BELMONT FARMS, ABOUT 150 YARDS EAST OF A SMALL YELLOW FRAME
 JW0349'HOUSE, ABOUT 8 YARDS SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JW0349'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED U 18 1934
 JW0349'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2481 ***********************************************************************
 GX2481  DESIGNATION -  U 180
 GX2481  PID         -  GX2481
 GX2481  STATE/COUNTY-  WV/WYOMING
 GX2481  USGS QUAD   -  MC GRAWS (1976)
 GX2481
 GX2481                         *CURRENT SURVEY CONTROL
 GX2481  ___________________________________________________________________
 GX2481* NAD 83(1986)-  37 40 47.     (N)    081 29 58.     (W)     SCALED    
 GX2481* NAVD 88     -       492.963  (meters)    1617.33   (feet)  ADJUSTED  
 GX2481  ___________________________________________________________________
 GX2481  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX2481  DYNAMIC HT  -         492.568 (meters)    1616.03  (feet)  COMP
 GX2481  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 GX2481
 GX2481  VERT ORDER  -  SECOND    CLASS 0
 GX2481
 GX2481.The horizontal coordinates were scaled from a topographic map and have
 GX2481.an estimated accuracy of +/- 6 seconds.
 GX2481
 GX2481.The orthometric height was determined by differential leveling
 GX2481.and adjusted by the National Geodetic Survey in June 1991..
 GX2481
 GX2481.The geoid height was determined by GEOID03.
 GX2481
 GX2481.The dynamic height is computed by dividing the NAVD 88
 GX2481.geopotential number by the normal gravity value computed on the
 GX2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2481.degrees latitude (g = 980.6199 gals.).
 GX2481
 GX2481.The modeled gravity was interpolated from observed gravity values.
 GX2481
 GX2481;                    North         East    Units  Estimated Accuracy
 GX2481;SPC WV S     -    75,560.      555,940.      MT  (+/- 180 meters Scaled)
 GX2481
 GX2481                          SUPERSEDED SURVEY CONTROL
 GX2481
 GX2481  NGVD 29 (??/??/92)  493.126  (m)         1617.86   (f) ADJ UNCH    2 0
 GX2481
 GX2481.Superseded values are not recommended for survey control.
 GX2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2481.See file dsdata.txt to determine how the superseded data were derived.
 GX2481
 GX2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB559703(NAD 83)
 GX2481_MARKER: DB = BENCH MARK DISK
 GX2481_SETTING: 66 = SET IN ROCK OUTCROP
 GX2481_SP_SET: CUT
 GX2481_STAMPING: U 180 1958
 GX2481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2481+STABILITY: POSITION/ELEVATION WELL
 GX2481
 GX2481  HISTORY     - Date     Condition        Report By
 GX2481  HISTORY     - 1958     MONUMENTED       CGS
 GX2481
 GX2481                          STATION DESCRIPTION
 GX2481
 GX2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2481'0.6 MI NE FROM GLEN MORRISON.
 GX2481'ABOUT 0.55 MILE NORTHEAST ALONG A BLACK TOP ROAD TO GLEN DANIEL
 GX2481'FROM THE BRIDGE OVER LAUREL FORK CREEK AT GLEN MORRISON, ABOUT
 GX2481'110 YARDS NORTHWEST OF A PRIVATE ROAD LEADING NORTHEAST ACROSS
 GX2481'A WOODEN BRIDGE OVER LAUREL FORK, ON THE OUTSIDE OF A LONG
 GX2481'CURVE WITH TANGENTS EXTENDING NORTHEAST AND SOUTHEAST, SET
 GX2481'VERTICALLY IN THE EAST FACE OF A LARGE ROCK CUT, 15 FEET WEST
 GX2481'OF THE CENTER LINE OF THE ROAD, 48 FEET SOUTH OF POWER LINE
 GX2481'POLE 960 C 3, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1352 ***********************************************************************
 GX1352  DESIGNATION -  U 182
 GX1352  PID         -  GX1352
 GX1352  STATE/COUNTY-  WV/MCDOWELL
 GX1352  USGS QUAD   -  ANAWALT (1977)
 GX1352
 GX1352                         *CURRENT SURVEY CONTROL
 GX1352  ___________________________________________________________________
 GX1352* NAD 83(1986)-  37 16 42.     (N)    081 26 49.     (W)     SCALED    
 GX1352* NAVD 88     -       738.723  (meters)    2423.63   (feet)  ADJUSTED  
 GX1352  ___________________________________________________________________
 GX1352  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GX1352  DYNAMIC HT  -         738.066 (meters)    2421.47  (feet)  COMP
 GX1352  MODELED GRAV-     979,715.9   (mgal)                       NAVD 88
 GX1352
 GX1352  VERT ORDER  -  SECOND    CLASS 0
 GX1352
 GX1352.The horizontal coordinates were scaled from a topographic map and have
 GX1352.an estimated accuracy of +/- 6 seconds.
 GX1352
 GX1352.The orthometric height was determined by differential leveling
 GX1352.and adjusted by the National Geodetic Survey in June 1991..
 GX1352
 GX1352.The geoid height was determined by GEOID03.
 GX1352
 GX1352.The dynamic height is computed by dividing the NAVD 88
 GX1352.geopotential number by the normal gravity value computed on the
 GX1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1352.degrees latitude (g = 980.6199 gals.).
 GX1352
 GX1352.The modeled gravity was interpolated from observed gravity values.
 GX1352
 GX1352;                    North         East    Units  Estimated Accuracy
 GX1352;SPC WV S     -    30,990.      560,360.      MT  (+/- 180 meters Scaled)
 GX1352
 GX1352                          SUPERSEDED SURVEY CONTROL
 GX1352
 GX1352  NGVD 29 (??/??/92)  738.843  (m)         2424.02   (f) ADJ UNCH    2 0
 GX1352
 GX1352.Superseded values are not recommended for survey control.
 GX1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1352.See file dsdata.txt to determine how the superseded data were derived.
 GX1352
 GX1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB603258(NAD 83)
 GX1352_MARKER: DB = BENCH MARK DISK
 GX1352_SETTING: 66 = SET IN ROCK OUTCROP
 GX1352_SP_SET: ROCK CUT
 GX1352_STAMPING: U 182 1958
 GX1352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1352+STABILITY: POSITION/ELEVATION WELL
 GX1352
 GX1352  HISTORY     - Date     Condition        Report By
 GX1352  HISTORY     - 1958     MONUMENTED       CGS
 GX1352
 GX1352                          STATION DESCRIPTION
 GX1352
 GX1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1352'2.2 MI SW FROM JENKINJONES.
 GX1352'ABOUT 2.25 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE ROAD
 GX1352'FORK AT JENKINJONES, ON THE NORTH SLOPE OF A MOUNTAIN, IN ABOUT
 GX1352'THE CENTER OF A S CURVE, SET IN TOP OF THE SOUTH END OF A LEDGE
 GX1352'6-FEET LONG AND 1/2-FOOT WIDE ALONG THE WEST FACE OF A ROCK CUT,
 GX1352'15 FEET EAST OF THE CENTER LINE OF ROAD, 144 FEET SOUTH OF THE
 GX1352'EAST END OF A 24-INCH PIPE CULVERT, DIRECTLY BELOW A 10-INCH
 GX1352'TRIANGLE CUT CHISELED ON THE SLOPING FACE OF THE ROCK, AND ABOUT
 GX1352'2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1188 ***********************************************************************
 GX1188  DESIGNATION -  U 183
 GX1188  PID         -  GX1188
 GX1188  STATE/COUNTY-  WV/RALEIGH
 GX1188  USGS QUAD   -  LESTER (1976)
 GX1188
 GX1188                         *CURRENT SURVEY CONTROL
 GX1188  ___________________________________________________________________
 GX1188* NAD 83(1986)-  37 42 08.     (N)    081 17 47.     (W)     SCALED    
 GX1188* NAVD 88     -       792.625  (meters)    2600.47   (feet)  ADJUSTED  
 GX1188  ___________________________________________________________________
 GX1188  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1188  DYNAMIC HT  -         791.984 (meters)    2598.37  (feet)  COMP
 GX1188  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 GX1188
 GX1188  VERT ORDER  -  SECOND    CLASS 0
 GX1188
 GX1188.The horizontal coordinates were scaled from a topographic map and have
 GX1188.an estimated accuracy of +/- 6 seconds.
 GX1188
 GX1188.The orthometric height was determined by differential leveling
 GX1188.and adjusted by the National Geodetic Survey in June 1991..
 GX1188
 GX1188.The geoid height was determined by GEOID03.
 GX1188
 GX1188.The dynamic height is computed by dividing the NAVD 88
 GX1188.geopotential number by the normal gravity value computed on the
 GX1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1188.degrees latitude (g = 980.6199 gals.).
 GX1188
 GX1188.The modeled gravity was interpolated from observed gravity values.
 GX1188
 GX1188;                    North         East    Units  Estimated Accuracy
 GX1188;SPC WV S     -    77,980.      573,860.      MT  (+/- 180 meters Scaled)
 GX1188
 GX1188                          SUPERSEDED SURVEY CONTROL
 GX1188
 GX1188  NGVD 29 (??/??/92)  792.794  (m)         2601.03   (f) ADJ UNCH    2 0
 GX1188
 GX1188.Superseded values are not recommended for survey control.
 GX1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1188.See file dsdata.txt to determine how the superseded data were derived.
 GX1188
 GX1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB738728(NAD 83)
 GX1188_MARKER: DB = BENCH MARK DISK
 GX1188_SETTING: 66 = SET IN ROCK OUTCROP
 GX1188_SP_SET: ROCK LEDGE
 GX1188_STAMPING: U 183 1958
 GX1188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1188+STABILITY: POSITION/ELEVATION WELL
 GX1188
 GX1188  HISTORY     - Date     Condition        Report By
 GX1188  HISTORY     - 1958     MONUMENTED       CGS
 GX1188
 GX1188                          STATION DESCRIPTION
 GX1188
 GX1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1188'2.8 MI N FROM TAMS.
 GX1188'ABOUT 2.8 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE VIRGINIAN
 GX1188'RAILWAY STATION AT TAMS, 0.1 MILE SOUTHWEST OF A GRADED ROAD
 GX1188'LEADING NORTH, 0.1 MILE SOUTHWEST OF A BLACK TOP ROAD LEADING
 GX1188'NORTHWEST, ON THE INSIDE AND AT THE NORTHEAST END OF A CURVE
 GX1188'WITH TANGENTS EXTENDING NORTHEAST AND WEST, IN THE TOP OF THE
 GX1188'SOUTHEAST EDGE OF A FLAT ROCK LEDGE AT THE NORTHEAST END OF A ROCK
 GX1188'CUT, 19 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 13 FEET
 GX1188'SOUTHWEST OF THE NORTHEAST END OF THE ROCK, AND ABOUT 1 FOOT WEST
 GX1188'OF THE SOUTHEAST EDGE OF THE ROCK, AND ABOUT 1 FOOT ABOVE THE
 GX1188'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2065 ***********************************************************************
 GX2065  DESIGNATION -  U 184
 GX2065  PID         -  GX2065
 GX2065  STATE/COUNTY-  WV/MCDOWELL
 GX2065  USGS QUAD   -  GARY (1977)
 GX2065
 GX2065                         *CURRENT SURVEY CONTROL
 GX2065  ___________________________________________________________________
 GX2065* NAD 83(1986)-  37 18 45.     (N)    081 37 28.     (W)     SCALED    
 GX2065* NAVD 88     -       467.504  (meters)    1533.80   (feet)  ADJUSTED  
 GX2065  ___________________________________________________________________
 GX2065  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX2065  DYNAMIC HT  -         467.111 (meters)    1532.51  (feet)  COMP
 GX2065  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 GX2065
 GX2065  VERT ORDER  -  SECOND    CLASS 0
 GX2065
 GX2065.The horizontal coordinates were scaled from a topographic map and have
 GX2065.an estimated accuracy of +/- 6 seconds.
 GX2065
 GX2065.The orthometric height was determined by differential leveling
 GX2065.and adjusted by the National Geodetic Survey in June 1991..
 GX2065
 GX2065.The geoid height was determined by GEOID03.
 GX2065
 GX2065.The dynamic height is computed by dividing the NAVD 88
 GX2065.geopotential number by the normal gravity value computed on the
 GX2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2065.degrees latitude (g = 980.6199 gals.).
 GX2065
 GX2065.The modeled gravity was interpolated from observed gravity values.
 GX2065
 GX2065;                    North         East    Units  Estimated Accuracy
 GX2065;SPC WV S     -    34,870.      544,640.      MT  (+/- 180 meters Scaled)
 GX2065
 GX2065                          SUPERSEDED SURVEY CONTROL
 GX2065
 GX2065  NGVD 29 (??/??/92)  467.656  (m)         1534.30   (f) ADJ UNCH    2 0
 GX2065
 GX2065.Superseded values are not recommended for survey control.
 GX2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2065.See file dsdata.txt to determine how the superseded data were derived.
 GX2065
 GX2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB446297(NAD 83)
 GX2065_MARKER: DB = BENCH MARK DISK
 GX2065_SETTING: 66 = SET IN ROCK OUTCROP
 GX2065_SP_SET: OUTCROP
 GX2065_STAMPING: U 184 1958
 GX2065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2065+STABILITY: POSITION/ELEVATION WELL
 GX2065
 GX2065  HISTORY     - Date     Condition        Report By
 GX2065  HISTORY     - 1958     MONUMENTED       CGS
 GX2065
 GX2065                          STATION DESCRIPTION
 GX2065
 GX2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2065'7.4 MI NE FROM WAR.
 GX2065'4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 GX2065'AT WAR, THENCE 2.95 MILES NORTHEAST ALONG A GRADED ROAD TO REAM,
 GX2065'1.0 MILE NORTHEAST OF THE JUNCTION OF A SIDE ROAD NORTHWEST, ABOUT
 GX2065'45 YARDS WEST OF THE JUNCTION OF A SIDE ROAD NORTH ALONG MOUNTAIN
 GX2065'FORK, 15 FEET NORTH OF CENTER LINE OF ROAD, SET VERTICALLY
 GX2065'IN THE SOUTH FACE OF A ROCK CUT, 65 FEET EAST OF THE WEST END OF
 GX2065'THE CUT, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2256 ***********************************************************************
 HX2256  DESIGNATION -  U 185
 HX2256  PID         -  HX2256
 HX2256  STATE/COUNTY-  WV/BOONE
 HX2256  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2256
 HX2256                         *CURRENT SURVEY CONTROL
 HX2256  ___________________________________________________________________
 HX2256* NAD 83(1986)-  38 03 55.     (N)    081 39 22.     (W)     SCALED    
 HX2256* NAVD 88     -       241.773  (meters)     793.22   (feet)  ADJUSTED  
 HX2256  ___________________________________________________________________
 HX2256  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HX2256  DYNAMIC HT  -         241.591 (meters)     792.62  (feet)  COMP
 HX2256  MODELED GRAV-     979,872.3   (mgal)                       NAVD 88
 HX2256
 HX2256  VERT ORDER  -  SECOND    CLASS 0
 HX2256
 HX2256.The horizontal coordinates were scaled from a topographic map and have
 HX2256.an estimated accuracy of +/- 6 seconds.
 HX2256
 HX2256.The orthometric height was determined by differential leveling
 HX2256.and adjusted by the National Geodetic Survey in June 1991..
 HX2256
 HX2256.The geoid height was determined by GEOID03.
 HX2256
 HX2256.The dynamic height is computed by dividing the NAVD 88
 HX2256.geopotential number by the normal gravity value computed on the
 HX2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2256.degrees latitude (g = 980.6199 gals.).
 HX2256
 HX2256.The modeled gravity was interpolated from observed gravity values.
 HX2256
 HX2256;                    North         East    Units  Estimated Accuracy
 HX2256;SPC WV S     -   118,440.      542,430.      MT  (+/- 180 meters Scaled)
 HX2256
 HX2256                          SUPERSEDED SURVEY CONTROL
 HX2256
 HX2256  NGVD 29 (??/??/92)  241.965  (m)          793.85   (f) ADJ UNCH    2 0
 HX2256
 HX2256.Superseded values are not recommended for survey control.
 HX2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2256.See file dsdata.txt to determine how the superseded data were derived.
 HX2256
 HX2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC424132(NAD 83)
 HX2256_MARKER: DB = BENCH MARK DISK
 HX2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2256_STAMPING: U 185 1958
 HX2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2256+STABILITY: SURFACE MOTION
 HX2256
 HX2256  HISTORY     - Date     Condition        Report By
 HX2256  HISTORY     - 1958     MONUMENTED       CGS
 HX2256
 HX2256                          STATION DESCRIPTION
 HX2256
 HX2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2256'4.2 MI SW FROM SETH.
 HX2256'ABOUT 2.7 MILES SOUTHWEST ALONG A BLACK TOP ROAD TO HOPKINS
 HX2256'FORK FROM THE CHESAPEAKE AND OHIO RAILWAY OVERPASS AT SETH,
 HX2256'THENCE 1.45 MILES SOUTHWEST ALONG A GRAVEL ROAD ALONG LAUREL
 HX2256'CREEK, ABOUT 50 YARDS SOUTH OF THE CENTER OF CREEK BED, AT THE
 HX2256'JUNCTION OF A TRAIL ROAD LEADING WEST ACROSS LAUREL CREEK INTO
 HX2256'A CREEK BRANCH, 27 1/2 FEET NORTHWEST OF CENTER LINE OF ROAD, 13
 HX2256'FEET SOUTHEAST OF A 20-INCH SYCAMORE TREE, 33 FEET NORTH OF THE
 HX2256'CENTER OF THE JUNCTION OF TRAIL ROAD, 2 FEET NORTH OF A STEEL
 HX2256'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF
 HX2256'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2392 ***********************************************************************
 GX2392  DESIGNATION -  U 186
 GX2392  PID         -  GX2392
 GX2392  STATE/COUNTY-  WV/BOONE
 GX2392  USGS QUAD   -  WHARTON (1988)
 GX2392
 GX2392                         *CURRENT SURVEY CONTROL
 GX2392  ___________________________________________________________________
 GX2392* NAD 83(1986)-  37 55 50.     (N)    081 43 37.     (W)     SCALED    
 GX2392* NAVD 88     -       522.304  (meters)    1713.59   (feet)  ADJUSTED  
 GX2392  ___________________________________________________________________
 GX2392  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GX2392  DYNAMIC HT  -         521.927 (meters)    1712.36  (feet)  COMP
 GX2392  MODELED GRAV-     979,889.8   (mgal)                       NAVD 88
 GX2392
 GX2392  VERT ORDER  -  SECOND    CLASS 0
 GX2392
 GX2392.The horizontal coordinates were scaled from a topographic map and have
 GX2392.an estimated accuracy of +/- 6 seconds.
 GX2392
 GX2392.The orthometric height was determined by differential leveling
 GX2392.and adjusted by the National Geodetic Survey in June 1991..
 GX2392
 GX2392.The geoid height was determined by GEOID03.
 GX2392
 GX2392.The dynamic height is computed by dividing the NAVD 88
 GX2392.geopotential number by the normal gravity value computed on the
 GX2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2392.degrees latitude (g = 980.6199 gals.).
 GX2392
 GX2392.The modeled gravity was interpolated from observed gravity values.
 GX2392
 GX2392;                    North         East    Units  Estimated Accuracy
 GX2392;SPC WV S     -   103,530.      536,100.      MT  (+/- 180 meters Scaled)
 GX2392
 GX2392                          SUPERSEDED SURVEY CONTROL
 GX2392
 GX2392  NGVD 29 (??/??/92)  522.518  (m)         1714.29   (f) ADJ UNCH    2 0
 GX2392
 GX2392.Superseded values are not recommended for survey control.
 GX2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2392.See file dsdata.txt to determine how the superseded data were derived.
 GX2392
 GX2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB361983(NAD 83)
 GX2392_MARKER: DB = BENCH MARK DISK
 GX2392_SETTING: 66 = SET IN ROCK OUTCROP
 GX2392_SP_SET: ROCK CUT
 GX2392_STAMPING: U 186 1958
 GX2392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2392+STABILITY: POSITION/ELEVATION WELL
 GX2392
 GX2392  HISTORY     - Date     Condition        Report By
 GX2392  HISTORY     - 1958     MONUMENTED       CGS
 GX2392
 GX2392                          STATION DESCRIPTION
 GX2392
 GX2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2392'2.4 MI SW FROM CASEY.
 GX2392'ABOUT 2.35 MILES SOUTHWEST AND UPHILL ALONG A GRAVEL ROAD FROM
 GX2392'THE JUNCTION OF STATE HIGHWAY 79 AT THE CONFLUENCE OF CASEY
 GX2392'CREEK AND POND FORK AT CASEY, 130 YARDS WEST OF THE Y JUNCTION
 GX2392'OF A TRAIL LEADING WEST AND DOWNHILL, SET VERTICALLY IN THE SOUTH FACE
 GX2392'OF A 10-FOOT HIGH ROCK CUT, 5 FEET ABOVE THE BOTTOM OF A DITCH,
 GX2392'14 1/2 FEET NORTH OF CENTER LINE OF THE ROAD, 55 FEET EAST OF THE
 GX2392'NORTH END OF A PIPE CULVERT UNDER THE ROAD, 70 YARDS WEST AND
 GX2392'UPHILL FROM ANOTHER PIPE CULVERT, AND ABOUT 4 1/2 FEET ABOVE THE
 GX2392'LEVEL OF THE ROAD.  ALSO ABOUT 0.3 MILE NORTHEAST AND DOWNHILL FROM
 GX2392'THE JUNCTION OF A ROAD ALONG RIDGE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2090 ***********************************************************************
 HX2090  DESIGNATION -  U 187
 HX2090  PID         -  HX2090
 HX2090  STATE/COUNTY-  WV/BOONE
 HX2090  USGS QUAD   -  MADISON (1976)
 HX2090
 HX2090                         *CURRENT SURVEY CONTROL
 HX2090  ___________________________________________________________________
 HX2090* NAD 83(1986)-  38 04 18.     (N)    081 49 12.     (W)     SCALED    
 HX2090* NAVD 88     -       212.112  (meters)     695.90   (feet)  ADJUSTED  
 HX2090  ___________________________________________________________________
 HX2090  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HX2090  DYNAMIC HT  -         211.959 (meters)     695.40  (feet)  COMP
 HX2090  MODELED GRAV-     979,904.4   (mgal)                       NAVD 88
 HX2090
 HX2090  VERT ORDER  -  SECOND    CLASS 0
 HX2090
 HX2090.The horizontal coordinates were scaled from a topographic map and have
 HX2090.an estimated accuracy of +/- 6 seconds.
 HX2090
 HX2090.The orthometric height was determined by differential leveling
 HX2090.and adjusted by the National Geodetic Survey in June 1991..
 HX2090
 HX2090.The geoid height was determined by GEOID03.
 HX2090
 HX2090.The dynamic height is computed by dividing the NAVD 88
 HX2090.geopotential number by the normal gravity value computed on the
 HX2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2090.degrees latitude (g = 980.6199 gals.).
 HX2090
 HX2090.The modeled gravity was interpolated from observed gravity values.
 HX2090
 HX2090;                    North         East    Units  Estimated Accuracy
 HX2090;SPC WV S     -   119,260.      528,050.      MT  (+/- 180 meters Scaled)
 HX2090
 HX2090                          SUPERSEDED SURVEY CONTROL
 HX2090
 HX2090  NGVD 29 (??/??/92)  212.318  (m)          696.58   (f) ADJ UNCH    2 0
 HX2090
 HX2090.Superseded values are not recommended for survey control.
 HX2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2090.See file dsdata.txt to determine how the superseded data were derived.
 HX2090
 HX2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC280140(NAD 83)
 HX2090_MARKER: DB = BENCH MARK DISK
 HX2090_SETTING: 66 = SET IN ROCK OUTCROP
 HX2090_SP_SET: ROCK CUT
 HX2090_STAMPING: U 187 1958
 HX2090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2090+STABILITY: POSITION/ELEVATION WELL
 HX2090
 HX2090  HISTORY     - Date     Condition        Report By
 HX2090  HISTORY     - 1958     MONUMENTED       CGS
 HX2090  HISTORY     - 1973     GOOD             LOCENG
 HX2090
 HX2090                          STATION DESCRIPTION
 HX2090
 HX2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2090'1 MI SE FROM DANVILLE.
 HX2090'ABOUT 1.0 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2090'FROM THE STATION AT DANVILLE, 0.45 MILE NORTHWEST OF BENCH MARK
 HX2090'MADISON, 0.25 MILE SOUTHEAST OF MILE POST 36, SET VERTICALLY
 HX2090'IN THE SOUTHWEST FACE OF A SOLID ROCK CUT 12 FEET HIGH AT THE
 HX2090'BOTTOM OF A 30-FOOT HIGH CUT, 4 1/2 FEET ABOVE THE BOTTOM OF A
 HX2090'DITCH, 25 YARDS NORTH OF THE CENTER OF CROSSING OF A SMALL ROAD
 HX2090'LEADING SOUTH, 50 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM
 HX2090'THE NORTHEAST RAIL, 19 1/2 FEET NORTHEAST OF THE CENTER LINE
 HX2090'OF U.S. HIGHWAY 119 AND AT THE PLACE WHERE THE HIGHWAY AND
 HX2090'RAILWAY ARE AT THE SAME LEVEL, 3 FEET NORTHEAST OF THE SOUTHEAST
 HX2090'END OF THE NORTHEAST CONCRETE HEAD WALL FOR A 15-INCH PIPE
 HX2090'CULVERT UNDER THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX2090'OF THE HIGHWAY.
 HX2090
 HX2090                          STATION RECOVERY (1973)
 HX2090
 HX2090'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2090'SET SIGN 0.5 FT. NORTH OF MARK. MARK IS 3.2 FT. N.E. OF END OF CONC.
 HX2090'HWD. OF CULVERT UNDER SR-119.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2126 ***********************************************************************
 GX2126  DESIGNATION -  U 188
 GX2126  PID         -  GX2126
 GX2126  STATE/COUNTY-  WV/BOONE
 GX2126  USGS QUAD   -  WHARTON (1988)
 GX2126
 GX2126                         *CURRENT SURVEY CONTROL
 GX2126  ___________________________________________________________________
 GX2126* NAD 83(1986)-  37 52 30.     (N)    081 38 14.     (W)     SCALED    
 GX2126* NAVD 88     -       329.514  (meters)    1081.08   (feet)  ADJUSTED  
 GX2126  ___________________________________________________________________
 GX2126  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GX2126  DYNAMIC HT  -         329.266 (meters)    1080.27  (feet)  COMP
 GX2126  MODELED GRAV-     979,867.0   (mgal)                       NAVD 88
 GX2126
 GX2126  VERT ORDER  -  SECOND    CLASS 0
 GX2126
 GX2126.The horizontal coordinates were scaled from a topographic map and have
 GX2126.an estimated accuracy of +/- 6 seconds.
 GX2126
 GX2126.The orthometric height was determined by differential leveling
 GX2126.and adjusted by the National Geodetic Survey in June 1991..
 GX2126
 GX2126.The geoid height was determined by GEOID03.
 GX2126
 GX2126.The dynamic height is computed by dividing the NAVD 88
 GX2126.geopotential number by the normal gravity value computed on the
 GX2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2126.degrees latitude (g = 980.6199 gals.).
 GX2126
 GX2126.The modeled gravity was interpolated from observed gravity values.
 GX2126
 GX2126;                    North         East    Units  Estimated Accuracy
 GX2126;SPC WV S     -    97,310.      543,940.      MT  (+/- 180 meters Scaled)
 GX2126
 GX2126                          SUPERSEDED SURVEY CONTROL
 GX2126
 GX2126  NGVD 29 (??/??/92)  329.705  (m)         1081.71   (f) ADJ UNCH    2 0
 GX2126
 GX2126.Superseded values are not recommended for survey control.
 GX2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2126.See file dsdata.txt to determine how the superseded data were derived.
 GX2126
 GX2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB439921(NAD 83)
 GX2126_MARKER: DB = BENCH MARK DISK
 GX2126_SETTING: 66 = SET IN ROCK OUTCROP
 GX2126_SP_SET: ROCK OUTCROP
 GX2126_STAMPING: U 188 1958
 GX2126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2126+STABILITY: POSITION/ELEVATION WELL
 GX2126
 GX2126  HISTORY     - Date     Condition        Report By
 GX2126  HISTORY     - 1958     MONUMENTED       CGS
 GX2126  HISTORY     - 1973     GOOD             LOCENG
 GX2126
 GX2126                          STATION DESCRIPTION
 GX2126
 GX2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2126'AT BALD KNOB.
 GX2126'AT BALD KNOB, 0.35 MILE NORTHWEST ALONG STATE HIGHWAY 79 FROM THE
 GX2126'BRIDGE OVER JAMES BRANCH, 0.1 MILE SOUTHEAST OF THE POST OFFICE,
 GX2126'SET VERTICALLY IN THE SOUTH FACE OF A 1-FOOT HIGH LAYER OF ROCK
 GX2126'IN 18-FOOT HIGH OVERHANGING CUT, 25 FEET NORTHEAST OF CENTER
 GX2126'LINE OF HIGHWAY AND ON THE OUTSIDE OF A SLIGHT CURVE, 54 FEET
 GX2126'WEST OF THE NORTH END OF A 24-INCH PIPE CULVERT, 5 FEET NORTHWEST
 GX2126'OF HIGHWAY MILE POST 11, 1/2 FOOT EAST OF A CORNER IN LAYER OF ROCK
 GX2126'POINTING TOWARDS THE HIGHWAY, 65 1/2 FEET NORTHEAST OF AND
 GX2126'ACROSS THE HIGHWAY FROM TELEPHONE CABLE POLE 79, AND ABOUT 5
 GX2126'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2126
 GX2126                          STATION RECOVERY (1973)
 GX2126
 GX2126'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2135 ***********************************************************************
 GX2135  DESIGNATION -  U 189
 GX2135  PID         -  GX2135
 GX2135  STATE/COUNTY-  WV/BOONE
 GX2135  USGS QUAD   -  PILOT KNOB (1989)
 GX2135
 GX2135                         *CURRENT SURVEY CONTROL
 GX2135  ___________________________________________________________________
 GX2135* NAD 83(1986)-  37 47 34.     (N)    081 35 28.     (W)     SCALED    
 GX2135* NAVD 88     -       466.057  (meters)    1529.06   (feet)  ADJUSTED  
 GX2135  ___________________________________________________________________
 GX2135  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX2135  DYNAMIC HT  -         465.692 (meters)    1527.86  (feet)  COMP
 GX2135  MODELED GRAV-     979,832.5   (mgal)                       NAVD 88
 GX2135
 GX2135  VERT ORDER  -  SECOND    CLASS 0
 GX2135
 GX2135.The horizontal coordinates were scaled from a topographic map and have
 GX2135.an estimated accuracy of +/- 6 seconds.
 GX2135
 GX2135.The orthometric height was determined by differential leveling
 GX2135.and adjusted by the National Geodetic Survey in June 1991..
 GX2135
 GX2135.The geoid height was determined by GEOID03.
 GX2135
 GX2135.The dynamic height is computed by dividing the NAVD 88
 GX2135.geopotential number by the normal gravity value computed on the
 GX2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2135.degrees latitude (g = 980.6199 gals.).
 GX2135
 GX2135.The modeled gravity was interpolated from observed gravity values.
 GX2135
 GX2135;                    North         East    Units  Estimated Accuracy
 GX2135;SPC WV S     -    88,160.      547,940.      MT  (+/- 180 meters Scaled)
 GX2135
 GX2135                          SUPERSEDED SURVEY CONTROL
 GX2135
 GX2135  NGVD 29 (??/??/92)  466.218  (m)         1529.58   (f) ADJ UNCH    2 0
 GX2135
 GX2135.Superseded values are not recommended for survey control.
 GX2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2135.See file dsdata.txt to determine how the superseded data were derived.
 GX2135
 GX2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB479829(NAD 83)
 GX2135_MARKER: DB = BENCH MARK DISK
 GX2135_SETTING: 80 = SET IN A BOULDER
 GX2135_SP_SET: BOULDER
 GX2135_STAMPING: U 189 1958
 GX2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2135+STABILITY: SURFACE MOTION
 GX2135
 GX2135  HISTORY     - Date     Condition        Report By
 GX2135  HISTORY     - 1958     MONUMENTED       CGS
 GX2135
 GX2135                          STATION DESCRIPTION
 GX2135
 GX2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2135'6.9 MI SE FROM BALD KNOB.
 GX2135'ABOUT 6.2 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE BRIDGE
 GX2135'OVER JAMES BRANCH AT BALD KNOB, THENCE 0.7 MILE SOUTHEAST ALONG
 GX2135'A ROUGH ROAD FOLLOWING SKIN FORK UPSTREAM, 153 YARDS SOUTHEAST OF
 GX2135'THE CROSSING OF A CREEK BRANCH WEST, 41 FEET NORTHEAST OF AND
 GX2135'ACROSS SKIN FORK FROM THE CENTER LINE OF THE ROAD, IN TOP OF A
 GX2135'5-FOOT HIGH 9-BY 5-FOOT EXPOSED PART OF A BOULDER JUTTING OUT
 GX2135'OF THE CREEK BANK INTO THE CREEK BED, 1 FOOT NORTHEAST OF THE
 GX2135'SOUTHWEST CORNER OF BOULDER, AND ABOUT LEVEL WITH THE ROAD.  ALSO
 GX2135'ABOUT 0.65 MILE NORTHWEST OF THE CROSSING OF A CREEK BRANCH EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2363 ***********************************************************************
 GX2363  DESIGNATION -  U 190
 GX2363  PID         -  GX2363
 GX2363  STATE/COUNTY-  WV/LOGAN
 GX2363  USGS QUAD   -  AMHERSTDALE (1989)
 GX2363
 GX2363                         *CURRENT SURVEY CONTROL
 GX2363  ___________________________________________________________________
 GX2363* NAD 83(1986)-  37 47 21.     (N)    081 46 54.     (W)     SCALED    
 GX2363* NAVD 88     -       298.642  (meters)     979.79   (feet)  ADJUSTED  
 GX2363  ___________________________________________________________________
 GX2363  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GX2363  DYNAMIC HT  -         298.417 (meters)     979.06  (feet)  COMP
 GX2363  MODELED GRAV-     979,870.3   (mgal)                       NAVD 88
 GX2363
 GX2363  VERT ORDER  -  SECOND    CLASS 0
 GX2363
 GX2363.The horizontal coordinates were scaled from a topographic map and have
 GX2363.an estimated accuracy of +/- 6 seconds.
 GX2363
 GX2363.The orthometric height was determined by differential leveling
 GX2363.and adjusted by the National Geodetic Survey in June 1991..
 GX2363
 GX2363.The geoid height was determined by GEOID03.
 GX2363
 GX2363.The dynamic height is computed by dividing the NAVD 88
 GX2363.geopotential number by the normal gravity value computed on the
 GX2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2363.degrees latitude (g = 980.6199 gals.).
 GX2363
 GX2363.The modeled gravity was interpolated from observed gravity values.
 GX2363
 GX2363;                    North         East    Units  Estimated Accuracy
 GX2363;SPC WV S     -    87,880.      531,150.      MT  (+/- 180 meters Scaled)
 GX2363
 GX2363                          SUPERSEDED SURVEY CONTROL
 GX2363
 GX2363  NGVD 29 (??/??/92)  298.841  (m)          980.45   (f) ADJ UNCH    2 0
 GX2363
 GX2363.Superseded values are not recommended for survey control.
 GX2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2363.See file dsdata.txt to determine how the superseded data were derived.
 GX2363
 GX2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB311827(NAD 83)
 GX2363_MARKER: DB = BENCH MARK DISK
 GX2363_SETTING: 66 = SET IN ROCK OUTCROP
 GX2363_SP_SET: ROCK CUT
 GX2363_STAMPING: U 190 1958
 GX2363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2363+STABILITY: POSITION/ELEVATION WELL
 GX2363
 GX2363  HISTORY     - Date     Condition        Report By
 GX2363  HISTORY     - 1958     MONUMENTED       CGS
 GX2363
 GX2363                          STATION DESCRIPTION
 GX2363
 GX2363'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2363'1.9 MI E FROM AMHERSTDALE.
 GX2363'ABOUT 1.9 MILES EAST ALONG A BLACK TOP ROAD TO SAUNDERS FROM THE
 GX2363'BANK BUILDING AT AMHERSTDALE, 0.9 MILE WEST-SOUTHWEST OF A
 GX2363'SWIMMING POOL, 0.8 MILE WEST-SOUTHWEST OF THE CHESAPEAKE AND
 GX2363'OHIO RAILWAY STATION SIGH LATROBE, 7 FEET WEST OF RAILWAY MILE
 GX2363'POST 7, SET VERTICALLY IN THE NORTH FACE OF A 7-FOOT HIGH SOLID
 GX2363'ROCK IN 15-FOOT HIGH ROCKY CUT, 3 FEET ABOVE THE GROUND, 10 FEET
 GX2363'SOUTH OF THE SOUTH RAIL, 48 YARDS WEST OF THE JUNCTION OF A
 GX2363'BLACK TOP ROAD AND A ROAD LEADING NORTH ACROSS A BRIDGE INTO A
 GX2363'SMALL CREEK BRANCH LEADING NORTH, 56 FEET SOUTH OF AND ACROSS THE
 GX2363'TRACK FROM THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT ABOVE THE
 GX2363'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1913 ***********************************************************************
 GX1913  DESIGNATION -  U 191
 GX1913  PID         -  GX1913
 GX1913  STATE/COUNTY-  WV/MCDOWELL
 GX1913  USGS QUAD   -  BRADSHAW (1977)
 GX1913
 GX1913                         *CURRENT SURVEY CONTROL
 GX1913  ___________________________________________________________________
 GX1913* NAD 83(1986)-  37 20 32.     (N)    081 52 07.     (W)     SCALED    
 GX1913* NAVD 88     -       693.628  (meters)    2275.68   (feet)  ADJUSTED  
 GX1913  ___________________________________________________________________
 GX1913  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX1913  DYNAMIC HT  -         693.028 (meters)    2273.71  (feet)  COMP
 GX1913  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 GX1913
 GX1913  VERT ORDER  -  SECOND    CLASS 0
 GX1913
 GX1913.The horizontal coordinates were scaled from a topographic map and have
 GX1913.an estimated accuracy of +/- 6 seconds.
 GX1913
 GX1913.The orthometric height was determined by differential leveling
 GX1913.and adjusted by the National Geodetic Survey in June 1991..
 GX1913
 GX1913.The geoid height was determined by GEOID03.
 GX1913
 GX1913.The dynamic height is computed by dividing the NAVD 88
 GX1913.geopotential number by the normal gravity value computed on the
 GX1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1913.degrees latitude (g = 980.6199 gals.).
 GX1913
 GX1913.The modeled gravity was interpolated from observed gravity values.
 GX1913
 GX1913;                    North         East    Units  Estimated Accuracy
 GX1913;SPC WV S     -    38,340.      523,030.      MT  (+/- 180 meters Scaled)
 GX1913
 GX1913                          SUPERSEDED SURVEY CONTROL
 GX1913
 GX1913  NGVD 29 (??/??/92)  693.782  (m)         2276.18   (f) ADJ UNCH    2 0
 GX1913
 GX1913.Superseded values are not recommended for survey control.
 GX1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1913.See file dsdata.txt to determine how the superseded data were derived.
 GX1913
 GX1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB230331(NAD 83)
 GX1913_MARKER: DB = BENCH MARK DISK
 GX1913_SETTING: 66 = SET IN ROCK OUTCROP
 GX1913_SP_SET: SET IN ROCK OUTCROP
 GX1913_STAMPING: U 191 1958
 GX1913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1913+STABILITY: POSITION/ELEVATION WELL
 GX1913
 GX1913  HISTORY     - Date     Condition        Report By
 GX1913  HISTORY     - 1958     MONUMENTED       CGS
 GX1913
 GX1913                          STATION DESCRIPTION
 GX1913
 GX1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1913'1.6 MI NE FROM PAYNESVILLE.
 GX1913'1.55 MILES NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE
 GX1913'AT PAYNESVILLE, ABOUT 0.65 MILE WEST OF JUNCTION OF A ROAD EAST
 GX1913'AND DAVIS SCHOOL, ABOUT 0.45 MILE WEST OF BEE BRANCH CHURCH, SET
 GX1913'VERTICALLY IN THE SOUTHEAST FACE OF LOWER ROCK IN AN 8-FOOT HIGH
 GX1913'ROCK CUT, 50 YARDS NORTHEAST OF THE Y JUNCTION OF A ROAD LEADING
 GX1913'EAST AND ABOUT 15 FEET SOUTH OF CENTER LINE OF ROAD EAST, 4 FEET
 GX1913'ABOVE BOTTOM OF DITCH, AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1263 ***********************************************************************
 GX1263  DESIGNATION -  U 192
 GX1263  PID         -  GX1263
 GX1263  STATE/COUNTY-  WV/FAYETTE
 GX1263  USGS QUAD   -  THURMOND (1988)
 GX1263
 GX1263                         *CURRENT SURVEY CONTROL
 GX1263  ___________________________________________________________________
 GX1263* NAD 83(1986)-  37 57 55.     (N)    081 01 12.     (W)     SCALED    
 GX1263* NAVD 88     -       313.490  (meters)    1028.51   (feet)  ADJUSTED  
 GX1263  ___________________________________________________________________
 GX1263  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX1263  DYNAMIC HT  -         313.240 (meters)    1027.69  (feet)  COMP
 GX1263  MODELED GRAV-     979,824.5   (mgal)                       NAVD 88
 GX1263
 GX1263  VERT ORDER  -  FIRST     CLASS II
 GX1263
 GX1263.The horizontal coordinates were scaled from a topographic map and have
 GX1263.an estimated accuracy of +/- 6 seconds.
 GX1263
 GX1263.The orthometric height was determined by differential leveling
 GX1263.and adjusted by the National Geodetic Survey in June 1991..
 GX1263
 GX1263.The geoid height was determined by GEOID03.
 GX1263
 GX1263.The dynamic height is computed by dividing the NAVD 88
 GX1263.geopotential number by the normal gravity value computed on the
 GX1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1263.degrees latitude (g = 980.6199 gals.).
 GX1263
 GX1263.The modeled gravity was interpolated from observed gravity values.
 GX1263
 GX1263;                    North         East    Units  Estimated Accuracy
 GX1263;SPC WV S     -   107,130.      598,240.      MT  (+/- 180 meters Scaled)
 GX1263
 GX1263                          SUPERSEDED SURVEY CONTROL
 GX1263
 GX1263  NGVD 29 (??/??/92)  313.655  (m)         1029.05   (f) ADJ UNCH    1 2
 GX1263
 GX1263.Superseded values are not recommended for survey control.
 GX1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1263.See file dsdata.txt to determine how the superseded data were derived.
 GX1263
 GX1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC982019(NAD 83)
 GX1263_MARKER: DB = BENCH MARK DISK
 GX1263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1263_SP_SET: BRIDGE
 GX1263_STAMPING: U 192 1958
 GX1263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1263
 GX1263  HISTORY     - Date     Condition        Report By
 GX1263  HISTORY     - 1958     MONUMENTED       CGS
 GX1263
 GX1263                          STATION DESCRIPTION
 GX1263
 GX1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1263'2.4 MI S FROM SEWELL.
 GX1263'ABOUT 2.35 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1263'FROM THE STATION AT SEWELL, AT PENNBROOK, 355 YARDS NORTHEAST
 GX1263'OF MILEPOST 395, 6 1/2 FEET EAST OF THE EAST RAIL OF THE EAST
 GX1263'TRACK, IN TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF
 GX1263'33 FOOT BRIDGE 3952 OVER EPHRAIM CREEK, AND ABOUT 1 1/2 FEET
 GX1263'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2056 ***********************************************************************
 GX2056  DESIGNATION -  U 193
 GX2056  PID         -  GX2056
 GX2056  STATE/COUNTY-  WV/MCDOWELL
 GX2056  USGS QUAD   -  GARY (1977)
 GX2056
 GX2056                         *CURRENT SURVEY CONTROL
 GX2056  ___________________________________________________________________
 GX2056* NAD 83(1986)-  37 20 44.     (N)    081 34 25.     (W)     SCALED    
 GX2056* NAVD 88     -       535.501  (meters)    1756.89   (feet)  ADJUSTED  
 GX2056  ___________________________________________________________________
 GX2056  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX2056  DYNAMIC HT  -         535.054 (meters)    1755.42  (feet)  COMP
 GX2056  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 GX2056
 GX2056  VERT ORDER  -  SECOND    CLASS 0
 GX2056
 GX2056.The horizontal coordinates were scaled from a topographic map and have
 GX2056.an estimated accuracy of +/- 6 seconds.
 GX2056
 GX2056.The orthometric height was determined by differential leveling
 GX2056.and adjusted by the National Geodetic Survey in June 1991..
 GX2056
 GX2056.The geoid height was determined by GEOID03.
 GX2056
 GX2056.The dynamic height is computed by dividing the NAVD 88
 GX2056.geopotential number by the normal gravity value computed on the
 GX2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2056.degrees latitude (g = 980.6199 gals.).
 GX2056
 GX2056.The modeled gravity was interpolated from observed gravity values.
 GX2056
 GX2056;                    North         East    Units  Estimated Accuracy
 GX2056;SPC WV S     -    38,510.      549,170.      MT  (+/- 180 meters Scaled)
 GX2056
 GX2056                          SUPERSEDED SURVEY CONTROL
 GX2056
 GX2056  NGVD 29 (??/??/92)  535.656  (m)         1757.40   (f) ADJ UNCH    2 0
 GX2056
 GX2056.Superseded values are not recommended for survey control.
 GX2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2056.See file dsdata.txt to determine how the superseded data were derived.
 GX2056
 GX2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB491333(NAD 83)
 GX2056_MARKER: DB = BENCH MARK DISK
 GX2056_SETTING: 66 = SET IN ROCK OUTCROP
 GX2056_SP_SET: ROCK CUT
 GX2056_STAMPING: U 193 1958
 GX2056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2056+STABILITY: POSITION/ELEVATION WELL
 GX2056
 GX2056  HISTORY     - Date     Condition        Report By
 GX2056  HISTORY     - 1958     MONUMENTED       CGS
 GX2056
 GX2056                          STATION DESCRIPTION
 GX2056
 GX2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2056'3 MI SW FROM GARY.
 GX2056'1.25 MILES SOUTH ALONG A BLACK TOP ROAD LEADING TO ELBERT FROM
 GX2056'THE JUNCTION OF STATE HIGHWAY 85 AT GARY, THENCE 1.8 MILES
 GX2056'SOUTHWEST ALONG A BLACK TOP AND GRADED ROAD TO RIFT, ON THE INSIDE
 GX2056'OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND NORTHEAST, 12
 GX2056'FEET NORTHWEST OF THE CENTER LINE OF ROAD, SET VERTICALLY IN
 GX2056'THE SOUTHEAST FACE OF A ROCK CUT, 110 FEET SOUTHWEST OF THE
 GX2056'NORTHEAST END OF THE CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 GX2056'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2076 ***********************************************************************
 GX2076  DESIGNATION -  U 194
 GX2076  PID         -  GX2076
 GX2076  STATE/COUNTY-  WV/MCDOWELL
 GX2076  USGS QUAD   -  DAVY (1976)
 GX2076
 GX2076                         *CURRENT SURVEY CONTROL
 GX2076  ___________________________________________________________________
 GX2076* NAD 83(1986)-  37 23 28.     (N)    081 37 38.     (W)     SCALED    
 GX2076* NAVD 88     -       512.173  (meters)    1680.35   (feet)  ADJUSTED  
 GX2076  ___________________________________________________________________
 GX2076  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX2076  DYNAMIC HT  -         511.748 (meters)    1678.96  (feet)  COMP
 GX2076  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 GX2076
 GX2076  VERT ORDER  -  SECOND    CLASS 0
 GX2076
 GX2076.The horizontal coordinates were scaled from a topographic map and have
 GX2076.an estimated accuracy of +/- 6 seconds.
 GX2076
 GX2076.The orthometric height was determined by differential leveling
 GX2076.and adjusted by the National Geodetic Survey in June 1991..
 GX2076
 GX2076.The geoid height was determined by GEOID03.
 GX2076
 GX2076.The dynamic height is computed by dividing the NAVD 88
 GX2076.geopotential number by the normal gravity value computed on the
 GX2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2076.degrees latitude (g = 980.6199 gals.).
 GX2076
 GX2076.The modeled gravity was interpolated from observed gravity values.
 GX2076
 GX2076;                    North         East    Units  Estimated Accuracy
 GX2076;SPC WV S     -    43,600.      544,460.      MT  (+/- 180 meters Scaled)
 GX2076
 GX2076                          SUPERSEDED SURVEY CONTROL
 GX2076
 GX2076  NGVD 29 (??/??/92)  512.336  (m)         1680.89   (f) ADJ UNCH    2 0
 GX2076
 GX2076.Superseded values are not recommended for survey control.
 GX2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2076.See file dsdata.txt to determine how the superseded data were derived.
 GX2076
 GX2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB444384(NAD 83)
 GX2076_MARKER: DB = BENCH MARK DISK
 GX2076_SETTING: 66 = SET IN ROCK OUTCROP
 GX2076_SP_SET: CUT
 GX2076_STAMPING: U 194 1958
 GX2076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2076+STABILITY: POSITION/ELEVATION WELL
 GX2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX2076+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 GX2076
 GX2076  HISTORY     - Date     Condition        Report By
 GX2076  HISTORY     - 1958     MONUMENTED       CGS
 GX2076  HISTORY     - 20021120 GOOD             INDIV
 GX2076
 GX2076                          STATION DESCRIPTION
 GX2076
 GX2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2076'5.4 MI SW FROM WELCH.
 GX2076'2.15 MILES SOUTH ALONG STATE HIGHWAY 16 AND U.S. HIGHWAY 52 FROM
 GX2076'THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY AT WELCH, THENCE
 GX2076'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 16, ON THE INSIDE AND
 GX2076'ABOUT 50 YARDS SOUTH OF THE SOUTH END OF A CURVE WITH TANGENTS
 GX2076'EXTENDING SOUTH AND NORTHWEST, SET VERTICALLY IN THE EAST FACE OF
 GX2076'A SHORT ROCK CUT, 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 GX2076'18 FEET NORTH OF THE SOUTH END OF THE CUT, 81 FEET NORTH OF THE
 GX2076'WEST END OF A 24-INCH PIPE CULVERT WITH A STONE HEAD WALL, AND
 GX2076'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2076
 GX2076                          STATION RECOVERY (2002)
 GX2076
 GX2076'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 GX2076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1925 ***********************************************************************
 GX1925  DESIGNATION -  U 195
 GX1925  PID         -  GX1925
 GX1925  STATE/COUNTY-  WV/MCDOWELL
 GX1925  USGS QUAD   -  IAEGER (1976)
 GX1925
 GX1925                         *CURRENT SURVEY CONTROL
 GX1925  ___________________________________________________________________
 GX1925* NAD 83(1986)-  37 25 35.     (N)    081 47 27.     (W)     SCALED    
 GX1925* NAVD 88     -       308.618  (meters)    1012.52   (feet)  ADJUSTED  
 GX1925  ___________________________________________________________________
 GX1925  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX1925  DYNAMIC HT  -         308.370 (meters)    1011.71  (feet)  COMP
 GX1925  MODELED GRAV-     979,819.6   (mgal)                       NAVD 88
 GX1925
 GX1925  VERT ORDER  -  SECOND    CLASS 0
 GX1925
 GX1925.The horizontal coordinates were scaled from a topographic map and have
 GX1925.an estimated accuracy of +/- 6 seconds.
 GX1925
 GX1925.The orthometric height was determined by differential leveling
 GX1925.and adjusted by the National Geodetic Survey in June 1991..
 GX1925
 GX1925.The geoid height was determined by GEOID03.
 GX1925
 GX1925.The dynamic height is computed by dividing the NAVD 88
 GX1925.geopotential number by the normal gravity value computed on the
 GX1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1925.degrees latitude (g = 980.6199 gals.).
 GX1925
 GX1925.The modeled gravity was interpolated from observed gravity values.
 GX1925
 GX1925;                    North         East    Units  Estimated Accuracy
 GX1925;SPC WV S     -    47,620.      530,000.      MT  (+/- 180 meters Scaled)
 GX1925
 GX1925                          SUPERSEDED SURVEY CONTROL
 GX1925
 GX1925  NGVD 29 (??/??/92)  308.808  (m)         1013.15   (f) ADJ UNCH    2 0
 GX1925
 GX1925.Superseded values are not recommended for survey control.
 GX1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1925.See file dsdata.txt to determine how the superseded data were derived.
 GX1925
 GX1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB300424(NAD 83)
 GX1925_MARKER: DB = BENCH MARK DISK
 GX1925_SETTING: 66 = SET IN ROCK OUTCROP
 GX1925_SP_SET: SET IN ROCK OUTCROP
 GX1925_STAMPING: U 195 1958
 GX1925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1925+STABILITY: POSITION/ELEVATION WELL
 GX1925
 GX1925  HISTORY     - Date     Condition        Report By
 GX1925  HISTORY     - 1958     MONUMENTED       CGS
 GX1925
 GX1925                          STATION DESCRIPTION
 GX1925
 GX1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1925'3.2 MI S FROM IAEGER.
 GX1925'3.25 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE CROSSING OF
 GX1925'THE NORFOLK AND WESTERN RAILWAY AT IAEGER, ON THE INSIDE AND
 GX1925'AT THE NORTHWEST END OF A LONG CURVE WITH TANGENTE EXTENDING
 GX1925'NORTHWEST AND SOUTH, SET VERTICALLY IN THE NORTHEAST FACE AT
 GX1925'THE SOUTHEAST END OF THE NORTHWEST ONE OF TWO ROCK CUTS, 18 FEET
 GX1925'SOUTHWEST OF CENTER LINE OF HIGHWAY, 15 FEET NORTHWEST OF
 GX1925'SOUTHEAST END OF ROCK CUT AND 4 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2023 ***********************************************************************
 GX2023  DESIGNATION -  U 196
 GX2023  PID         -  GX2023
 GX2023  STATE/COUNTY-  WV/MCDOWELL
 GX2023  USGS QUAD   -  WELCH (1976)
 GX2023
 GX2023                         *CURRENT SURVEY CONTROL
 GX2023  ___________________________________________________________________
 GX2023* NAD 83(1986)-  37 26 53.     (N)    081 33 42.     (W)     SCALED    
 GX2023* NAVD 88     -       442.567  (meters)    1451.99   (feet)  ADJUSTED  
 GX2023  ___________________________________________________________________
 GX2023  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX2023  DYNAMIC HT  -         442.204 (meters)    1450.80  (feet)  COMP
 GX2023  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 GX2023
 GX2023  VERT ORDER  -  SECOND    CLASS 0
 GX2023
 GX2023.The horizontal coordinates were scaled from a topographic map and have
 GX2023.an estimated accuracy of +/- 6 seconds.
 GX2023
 GX2023.The orthometric height was determined by differential leveling
 GX2023.and adjusted by the National Geodetic Survey in June 1991..
 GX2023
 GX2023.The geoid height was determined by GEOID03.
 GX2023
 GX2023.The dynamic height is computed by dividing the NAVD 88
 GX2023.geopotential number by the normal gravity value computed on the
 GX2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2023.degrees latitude (g = 980.6199 gals.).
 GX2023
 GX2023.The modeled gravity was interpolated from observed gravity values.
 GX2023
 GX2023;                    North         East    Units  Estimated Accuracy
 GX2023;SPC WV S     -    49,880.      550,300.      MT  (+/- 180 meters Scaled)
 GX2023
 GX2023                          SUPERSEDED SURVEY CONTROL
 GX2023
 GX2023  NGVD 29 (??/??/92)  442.734  (m)         1452.54   (f) ADJ UNCH    2 0
 GX2023
 GX2023.Superseded values are not recommended for survey control.
 GX2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2023.See file dsdata.txt to determine how the superseded data were derived.
 GX2023
 GX2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB503447(NAD 83)
 GX2023_MARKER: DB = BENCH MARK DISK
 GX2023_SETTING: 66 = SET IN ROCK OUTCROP
 GX2023_SP_SET: OUTCROP
 GX2023_STAMPING: U 196 1958
 GX2023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2023+STABILITY: POSITION/ELEVATION WELL
 GX2023
 GX2023  HISTORY     - Date     Condition        Report By
 GX2023  HISTORY     - 1958     MONUMENTED       CGS
 GX2023
 GX2023                          STATION DESCRIPTION
 GX2023
 GX2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2023'2.5 MI NE FROM WELCH.
 GX2023'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE COURT HOUSE
 GX2023'AT WELCH, ABOUT 0.15 MILE EAST OF THE WELCH ELEMENTARY SCHOOL,
 GX2023'ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 GX2023'NORTHWEST, SET VERTICALLY IN THE SOUTH FACE OF A LARGE ROCK CUT,
 GX2023'21 FEET NORTH OF CENTER LINE OF THE HIGHWAY, 145 FEET EAST OF THE
 GX2023'WEST END OF THE ROCK CUT, IN LINE WITH THE EXTENDED EAST FACE
 GX2023'OF THE FOURTH BRICK HOUSE EAST OF THE SCHOOL AND ABOUT 2 FEET
 GX2023'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3489 ***********************************************************************
 GX3489  DESIGNATION -  U 197 ECC
 GX3489  PID         -  GX3489
 GX3489  STATE/COUNTY-  WV/GREENBRIER
 GX3489  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX3489
 GX3489                         *CURRENT SURVEY CONTROL
 GX3489  ___________________________________________________________________
 GX3489* NAD 83(1995)-  37 46 20.34846(N)    080 21 22.14891(W)     ADJUSTED  
 GX3489* NAVD 88     -       537.28   (meters)    1762.7    (feet)  LEVELING  
 GX3489  ___________________________________________________________________
 GX3489  X           -     845,715.745 (meters)                     COMP
 GX3489  Y           -  -4,977,005.414 (meters)                     COMP
 GX3489  Z           -   3,885,808.839 (meters)                     COMP
 GX3489  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 GX3489  ELLIP HEIGHT-         505.75  (meters)          (10/04/01) GPS OBS
 GX3489  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GX3489
 GX3489  HORZ ORDER  -  FIRST
 GX3489  VERT ORDER  -  THIRD ?
 GX3489  ELLP ORDER  -  FOURTH    CLASS II
 GX3489
 GX3489.The horizontal coordinates were established by GPS observations
 GX3489.and adjusted by the National Geodetic Survey in April 1998..
 GX3489
 GX3489.The orthometric height was determined by differential leveling.
 GX3489.The vertical network tie was performed by a horz. field party for horz.
 GX3489.obs reductions. Reset procedures were used to establish the elevation.
 GX3489
 GX3489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX3489
 GX3489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3489
 GX3489.The ellipsoidal height was determined by GPS observations
 GX3489.and is referenced to NAD 83.
 GX3489
 GX3489.The geoid height was determined by GEOID03.
 GX3489
 GX3489;                    North         East     Units Scale Factor Converg.
 GX3489;SPC WV S     -    85,915.291   656,721.890   MT  0.99995139   +0 23 52.9
 GX3489;UTM  17      - 4,180,748.982   556,702.714   MT  0.99963960   +0 23 39.8
 GX3489
 GX3489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3489!SPC WV S     -   0.99992064  x   0.99995139  =   0.99987204
 GX3489!UTM  17      -   0.99992064  x   0.99963960  =   0.99956027
 GX3489
 GX3489                          SUPERSEDED SURVEY CONTROL
 GX3489
 GX3489  ELLIP H (04/01/98)  505.83   (m)                       GP(       ) 4 1
 GX3489  NAD 83(1986)-  37 46 20.35002(N)    080 21 22.16533(W) AD(       ) 1
 GX3489
 GX3489.Superseded values are not recommended for survey control.
 GX3489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3489.See file dsdata.txt to determine how the superseded data were derived.
 GX3489
 GX3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB5670380749(NAD 83)
 GX3489_MARKER: S = SPIKE
 GX3489_SETTING: 0 = UNSPECIFIED SETTING
 GX3489_MARK LOGO: HARTMN
 GX3489_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GX3489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX3489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3489+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GX3489
 GX3489  HISTORY     - Date     Condition        Report By
 GX3489  HISTORY     - 1992     MONUMENTED       HARTMN
 GX3489  HISTORY     - 20051004 MARK NOT FOUND   TEI
 GX3489
 GX3489                          STATION DESCRIPTION
 GX3489
 GX3489'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1992
 GX3489'LOCATED AT THE INTERSECTION OF ROUTE 60 AND ASPHALT ROAD LEADING TO
 GX3489'INTERSTATE 64 AND TO GREENBRIER STATE FOREST.  STATION IS IN THE
 GX3489'PARKING AREA FOR THE GAS COMPANY PUMP HOUSE, IN THE COUNTY OF
 GX3489'GREENBRIER IN THE STATE OF WEST VIRGINIA.
 GX3489'TO REACH - FROM WHITE SULPHUR SPRINGS EXIT ON INTERSTATE 64, GO NORTH
 GX3489'ON ASPHALT ROAD TO INTERSECTION OF SAID ASPHALT ROAD AND ROUTE 60.
 GX3489'STATION IS IN THE PARKING AREA IN THE SOUTHEAST CORNER OF SAID
 GX3489'INTERSECTION.
 GX3489'STATION IS A RAILROAD SPIKE SET FLUSH WITH THE GROUND IN THE PARKING
 GX3489'AREA APPROXIMATELY 40 FT (12.2 MT) SOUTH OF ROUTE 60 AND
 GX3489'APPROXIMATELY 30 FT (9.1 MT) NORTHWEST OF THE GATE TO THE GAS HOUSE.
 GX3489
 GX3489                          STATION RECOVERY (2005)
 GX3489
 GX3489'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2005 (EMM)
 GX3489'THE MARK (RR SPIKE) WAS NOT RECOVERED, REFERENCE DISTANCES WERE PULLED
 GX3489'AND A LOCATION STAKED TO USING SUB-METER GPS AND A SWEEP MADE WITH A
 GX3489'METAL LOCATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0056 ***********************************************************************
 GX0056  DESIGNATION -  U 197 RESET 1966
 GX0056  PID         -  GX0056
 GX0056  STATE/COUNTY-  WV/GREENBRIER
 GX0056  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0056
 GX0056                         *CURRENT SURVEY CONTROL
 GX0056  ___________________________________________________________________
 GX0056* NAD 83(1986)-  37 46 19.     (N)    080 21 23.     (W)     SCALED    
 GX0056* NAVD 88     -       537.404  (meters)    1763.13   (feet)  ADJUSTED  
 GX0056  ___________________________________________________________________
 GX0056  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GX0056  DYNAMIC HT  -         536.961 (meters)    1761.68  (feet)  COMP
 GX0056  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 GX0056
 GX0056  VERT ORDER  -  FIRST     CLASS II
 GX0056
 GX0056.The horizontal coordinates were scaled from a topographic map and have
 GX0056.an estimated accuracy of +/- 6 seconds.
 GX0056
 GX0056.The orthometric height was determined by differential leveling
 GX0056.and adjusted by the National Geodetic Survey in June 1991..
 GX0056
 GX0056.The geoid height was determined by GEOID03.
 GX0056
 GX0056.The dynamic height is computed by dividing the NAVD 88
 GX0056.geopotential number by the normal gravity value computed on the
 GX0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0056.degrees latitude (g = 980.6199 gals.).
 GX0056
 GX0056.The modeled gravity was interpolated from observed gravity values.
 GX0056
 GX0056;                    North         East    Units  Estimated Accuracy
 GX0056;SPC WV S     -    85,870.      656,700.      MT  (+/- 180 meters Scaled)
 GX0056
 GX0056                          SUPERSEDED SURVEY CONTROL
 GX0056
 GX0056.No superseded survey control is available for this station.
 GX0056
 GX0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB566807(NAD 83)
 GX0056_MARKER: DB = BENCH MARK DISK
 GX0056_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX0056_STAMPING: U 197 RESET 1966
 GX0056_MARK LOGO: CGS   
 GX0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX0056+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 GX0056
 GX0056  HISTORY     - Date     Condition        Report By
 GX0056  HISTORY     - 1966     MONUMENTED       WVHD
 GX0056  HISTORY     - 1984     GOOD             NGS
 GX0056  HISTORY     - 20051004 GOOD             TEI
 GX0056
 GX0056                          STATION DESCRIPTION
 GX0056
 GX0056'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1966
 GX0056'3.2 MI W FROM WHITE SULPHUR SPRINGS.
 GX0056'ABOUT 3.25 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE CHESAPEAKE
 GX0056'AND OHIO RAILWAY STATION AT WHITE SULPHUR SPRINGS, THENCE 200 FEET
 GX0056'SOUTH ALONG A BLACKTOP ROAD LEADING TO GREENBRIER STATE FOREST,
 GX0056'18 FEET WEST OF THE CENTERLINE OF THE BLACKTOP ROAD AND SET IN
 GX0056'THE TOP OF THE WEST END OF THE NORTH ABUTMENT TO A 193-FOOT BRIDGE
 GX0056'OVER HOWARD CREEK, 0.5 FOOT EAST OF THE WEST END OF THE ABUTMENT.
 GX0056'THIS MARK CAN ALSO BE REACHED BY GOING 2.45 MILES EAST ALONG U.S.
 GX0056'HIGHWAY 60 FROM THE POST OFFICE AT CALDWELL, THENCE 200 FEET ALONG
 GX0056'THE BLACKTOP ROAD LEADING TO GREENBRIER STATE FOREST.
 GX0056
 GX0056                          STATION RECOVERY (1984)
 GX0056
 GX0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0056'RECOVERED IN GOOD CONDITION.
 GX0056
 GX0056                          STATION RECOVERY (2005)
 GX0056
 GX0056'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2005 (EMM)
 GX0056'DISK WAS FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1235 ***********************************************************************
 GX1235  DESIGNATION -  U 198
 GX1235  PID         -  GX1235
 GX1235  STATE/COUNTY-  WV/FAYETTE
 GX1235  USGS QUAD   -  PRINCE (1989)
 GX1235
 GX1235                         *CURRENT SURVEY CONTROL
 GX1235  ___________________________________________________________________
 GX1235* NAD 83(1986)-  37 50 03.     (N)    081 02 19.     (W)     SCALED    
 GX1235* NAVD 88     -       372.655  (meters)    1222.62   (feet)  ADJUSTED  
 GX1235  ___________________________________________________________________
 GX1235  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX1235  DYNAMIC HT  -         372.356 (meters)    1221.64  (feet)  COMP
 GX1235  MODELED GRAV-     979,818.5   (mgal)                       NAVD 88
 GX1235
 GX1235  VERT ORDER  -  FIRST     CLASS II
 GX1235
 GX1235.The horizontal coordinates were scaled from a topographic map and have
 GX1235.an estimated accuracy of +/- 6 seconds.
 GX1235
 GX1235.The orthometric height was determined by differential leveling
 GX1235.and adjusted by the National Geodetic Survey in June 1991..
 GX1235
 GX1235.The geoid height was determined by GEOID03.
 GX1235
 GX1235.The dynamic height is computed by dividing the NAVD 88
 GX1235.geopotential number by the normal gravity value computed on the
 GX1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1235.degrees latitude (g = 980.6199 gals.).
 GX1235
 GX1235.The modeled gravity was interpolated from observed gravity values.
 GX1235
 GX1235;                    North         East    Units  Estimated Accuracy
 GX1235;SPC WV S     -    92,580.      596,600.      MT  (+/- 180 meters Scaled)
 GX1235
 GX1235                          SUPERSEDED SURVEY CONTROL
 GX1235
 GX1235  NGVD 29 (??/??/92)  372.826  (m)         1223.18   (f) ADJ UNCH    1 2
 GX1235
 GX1235.Superseded values are not recommended for survey control.
 GX1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1235.See file dsdata.txt to determine how the superseded data were derived.
 GX1235
 GX1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB966874(NAD 83)
 GX1235_MARKER: DB = BENCH MARK DISK
 GX1235_SETTING: 80 = SET IN A BOULDER
 GX1235_SP_SET: BOULDER
 GX1235_STAMPING: U 198 1958
 GX1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1235+STABILITY: SURFACE MOTION
 GX1235
 GX1235  HISTORY     - Date     Condition        Report By
 GX1235  HISTORY     - 1958     MONUMENTED       CGS
 GX1235
 GX1235                          STATION DESCRIPTION
 GX1235
 GX1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1235'2.5 MI S FROM QUINNIMONT.
 GX1235'ABOUT 2.5 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX1235'THE STATION AT QUINNIMONT, 0.35 MILE NORTHWEST OF MILEPOST 376,
 GX1235'14.2 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, AND AT
 GX1235'OUTSIDE OF A CURVE, 68 YARDS WEST OF AN 18-INCH PIPE CULVERT, 30
 GX1235'YARDS EAST OF AN 18-INCH PIPE CULVERT, 365 YARDS WEST OF SIGNAL
 GX1235'3761, IN TOP OF A 2 1/2-BY 3-BY 8-FOOT EXPOSED PART OF EMBEDED
 GX1235'BOULDER, 1 1/2 FEET NORTH OF THE SOUTH EDGE OF THE BOULDER, ABOVE
 GX1235'A 4-INCH CHISELED ARROW IN THE SOUTH FACE OF THE BOULDER, AND
 GX1235'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0737 ***********************************************************************
 GX0737  DESIGNATION -  U 199
 GX0737  PID         -  GX0737
 GX0737  STATE/COUNTY-  WV/SUMMERS
 GX0737  USGS QUAD   -  HINTON (1976)
 GX0737
 GX0737                         *CURRENT SURVEY CONTROL
 GX0737  ___________________________________________________________________
 GX0737* NAD 83(1986)-  37 43 50.     (N)    080 53 53.     (W)     SCALED    
 GX0737* NAVD 88     -       409.520  (meters)    1343.57   (feet)  ADJUSTED  
 GX0737  ___________________________________________________________________
 GX0737  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0737  DYNAMIC HT  -         409.193 (meters)    1342.49  (feet)  COMP
 GX0737  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 GX0737
 GX0737  VERT ORDER  -  FIRST     CLASS II
 GX0737
 GX0737.The horizontal coordinates were scaled from a topographic map and have
 GX0737.an estimated accuracy of +/- 6 seconds.
 GX0737
 GX0737.The orthometric height was determined by differential leveling
 GX0737.and adjusted by the National Geodetic Survey in June 1991..
 GX0737
 GX0737.The geoid height was determined by GEOID03.
 GX0737
 GX0737.The dynamic height is computed by dividing the NAVD 88
 GX0737.geopotential number by the normal gravity value computed on the
 GX0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0737.degrees latitude (g = 980.6199 gals.).
 GX0737
 GX0737.The modeled gravity was interpolated from observed gravity values.
 GX0737
 GX0737;                    North         East    Units  Estimated Accuracy
 GX0737;SPC WV S     -    81,090.      608,990.      MT  (+/- 180 meters Scaled)
 GX0737
 GX0737                          SUPERSEDED SURVEY CONTROL
 GX0737
 GX0737  NGVD 29 (??/??/92)  409.694  (m)         1344.14   (f) ADJ UNCH    1 2
 GX0737
 GX0737.Superseded values are not recommended for survey control.
 GX0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0737.See file dsdata.txt to determine how the superseded data were derived.
 GX0737
 GX0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB089759(NAD 83)
 GX0737_MARKER: DB = BENCH MARK DISK
 GX0737_SETTING: 66 = SET IN ROCK OUTCROP
 GX0737_SP_SET: ROCK CUT
 GX0737_STAMPING: U 199 1958
 GX0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0737+STABILITY: POSITION/ELEVATION WELL
 GX0737
 GX0737  HISTORY     - Date     Condition        Report By
 GX0737  HISTORY     - 1958     MONUMENTED       CGS
 GX0737  HISTORY     - 1980     GOOD             LOCSUR
 GX0737
 GX0737                          STATION DESCRIPTION
 GX0737
 GX0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0737'4.8 MI N FROM HINTON.
 GX0737'ABOUT 4.75 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0737'FROM THE STATION AT HINTON, 0.5 MILE NORTHWEST OF THE FLAG
 GX0737'STATION AT BROOKS, 0.25 MILE (405 YARDS) SOUTHEAST OF MILEPOST
 GX0737'362 AND A SIGN R K CABIN, 11 1/2 FEET NORTHEAST OF THE NORTHEAST
 GX0737'RAIL OF THE NORTHEAST TRACK AND ON THE OUTSIDE OF A CURVE, SET
 GX0737'VERTICALLY IN THE SOUTHWEST FACE OF THE SECOND LAYER FROM THE
 GX0737'BOTTOM OF A 28-FOOT HIGH ROCK CUT AND IN THE SOUTHEAST HALF OF
 GX0737'THE CUT, 5 FEET ABOVE THE BOTTOM OF DITCH, AT THE FIRST SHORT
 GX0737'ROCK CUT NORTHWEST OF BROOKS, 29 YARDS SOUTHEAST OF THE NORTHWEST
 GX0737'END OF CUT, NORTH OF AND DIAGONALLY ACROSS THE TRACK FROM
 GX0737'TELEPHONE POLE NO. E 26, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 GX0737'THE TRACK.
 GX0737
 GX0737                          STATION RECOVERY (1980)
 GX0737
 GX0737'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1896 ***********************************************************************
 HW1896  DESIGNATION -  U 2
 HW1896  PID         -  HW1896
 HW1896  STATE/COUNTY-  WV/RANDOLPH
 HW1896  USGS QUAD   -  ELKINS (1995)
 HW1896
 HW1896                         *CURRENT SURVEY CONTROL
 HW1896  ___________________________________________________________________
 HW1896* NAD 83(1986)-  38 55 34.     (N)    079 50 58.     (W)     SCALED    
 HW1896* NAVD 88     -       588.128  (meters)    1929.55   (feet)  ADJUSTED  
 HW1896  ___________________________________________________________________
 HW1896  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HW1896  DYNAMIC HT  -         587.712 (meters)    1928.19  (feet)  COMP
 HW1896  MODELED GRAV-     979,901.1   (mgal)                       NAVD 88
 HW1896
 HW1896  VERT ORDER  -  FIRST     CLASS II
 HW1896
 HW1896.The horizontal coordinates were scaled from a topographic map and have
 HW1896.an estimated accuracy of +/- 6 seconds.
 HW1896
 HW1896.The orthometric height was determined by differential leveling
 HW1896.and adjusted by the National Geodetic Survey in June 1991..
 HW1896
 HW1896.The geoid height was determined by GEOID03.
 HW1896
 HW1896.The dynamic height is computed by dividing the NAVD 88
 HW1896.geopotential number by the normal gravity value computed on the
 HW1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1896.degrees latitude (g = 980.6199 gals.).
 HW1896
 HW1896.The modeled gravity was interpolated from observed gravity values.
 HW1896
 HW1896;                    North         East    Units  Estimated Accuracy
 HW1896;SPC WV S     -   214,410.      699,770.      MT  (+/- 180 meters Scaled)
 HW1896
 HW1896                          SUPERSEDED SURVEY CONTROL
 HW1896
 HW1896  NGVD 29 (??/??/92)  588.304  (m)         1930.13   (f) ADJ UNCH    1 2
 HW1896
 HW1896.Superseded values are not recommended for survey control.
 HW1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1896.See file dsdata.txt to determine how the superseded data were derived.
 HW1896
 HW1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND997092(NAD 83)
 HW1896_MARKER: DB = BENCH MARK DISK
 HW1896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1896_SP_SET: BUILDING
 HW1896_STAMPING: U 2 1933
 HW1896_MARK LOGO: CGS   
 HW1896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1896
 HW1896  HISTORY     - Date     Condition        Report By
 HW1896  HISTORY     - 1933     MONUMENTED       CGS
 HW1896  HISTORY     - 1962     GOOD             NGS
 HW1896  HISTORY     - 1964     GOOD             NGS
 HW1896  HISTORY     - 1983     GOOD             NGS
 HW1896
 HW1896                          STATION DESCRIPTION
 HW1896
 HW1896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1896'AT ELKINS.
 HW1896'AT ELKINS, SET VERTICALLY IN THE SOUTH FACE OF THE POST OFFICE,
 HW1896'1/2-FOOT EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 45 FEET
 HW1896'NORTH OF THE CENTER LINE OF FOURTH STREET, 104 FEET WEST OF THE
 HW1896'CENTER LINE OF DAVIS STREET, AND ABOUT 2 1/2 FEET ABOVE THE
 HW1896'LEVEL OF THE GROUND.
 HW1896
 HW1896                          STATION RECOVERY (1964)
 HW1896
 HW1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW1896'RECOVERED IN GOOD CONDITION.
 HW1896
 HW1896                          STATION RECOVERY (1983)
 HW1896
 HW1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1896'RECOVERED IN GOOD CONDITION, THE BUILDING IS NOW THE CITY HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0670 ***********************************************************************
 GX0670  DESIGNATION -  U 200
 GX0670  PID         -  GX0670
 GX0670  STATE/COUNTY-  WV/MONROE
 GX0670  USGS QUAD   -  FOREST HILL (1976)
 GX0670
 GX0670                         *CURRENT SURVEY CONTROL
 GX0670  ___________________________________________________________________
 GX0670* NAD 83(1986)-  37 30 22.     (N)    080 45 53.     (W)     SCALED    
 GX0670* NAVD 88     -       481.597  (meters)    1580.04   (feet)  ADJUSTED  
 GX0670  ___________________________________________________________________
 GX0670  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GX0670  DYNAMIC HT  -         481.195 (meters)    1578.72  (feet)  COMP
 GX0670  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 GX0670
 GX0670  VERT ORDER  -  FIRST     CLASS II
 GX0670
 GX0670.The horizontal coordinates were scaled from a topographic map and have
 GX0670.an estimated accuracy of +/- 6 seconds.
 GX0670
 GX0670.The orthometric height was determined by differential leveling
 GX0670.and adjusted by the National Geodetic Survey in June 1991..
 GX0670
 GX0670.The geoid height was determined by GEOID03.
 GX0670
 GX0670.The dynamic height is computed by dividing the NAVD 88
 GX0670.geopotential number by the normal gravity value computed on the
 GX0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0670.degrees latitude (g = 980.6199 gals.).
 GX0670
 GX0670.The modeled gravity was interpolated from observed gravity values.
 GX0670
 GX0670;                    North         East    Units  Estimated Accuracy
 GX0670;SPC WV S     -    56,200.      620,800.      MT  (+/- 180 meters Scaled)
 GX0670
 GX0670                          SUPERSEDED SURVEY CONTROL
 GX0670
 GX0670  NGVD 29 (??/??/92)  481.763  (m)         1580.58   (f) ADJ UNCH    1 2
 GX0670
 GX0670.Superseded values are not recommended for survey control.
 GX0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0670.See file dsdata.txt to determine how the superseded data were derived.
 GX0670
 GX0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB207510(NAD 83)
 GX0670_MARKER: DB = BENCH MARK DISK
 GX0670_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX0670_STAMPING: U 200 1958
 GX0670_MARK LOGO: CGS   
 GX0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0670
 GX0670  HISTORY     - Date     Condition        Report By
 GX0670  HISTORY     - 1958     MONUMENTED       CGS
 GX0670  HISTORY     - 1984     GOOD             NGS
 GX0670
 GX0670                          STATION DESCRIPTION
 GX0670
 GX0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0670'0.4 MI S FROM RED SULPHUR SPRINGS.
 GX0670'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 12 FROM THE POST
 GX0670'OFFICE AND ROAD JUNCTION AT RED SULPHUR SPRINGS, 13 FEET WEST
 GX0670'OF CENTER LINE OF HIGHWAY, IN TOP OF THE NORTHWEST END OF THE
 GX0670'NORTH ABUTMENT OF CONCRETE BRIDGE OVER FITZ RUN, AND ABOUT 1/2
 GX0670'FOOT ABOVE THE LEVEL OF HIGHWAY.
 GX0670
 GX0670                          STATION RECOVERY (1984)
 GX0670
 GX0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0694 ***********************************************************************
 GX0694  DESIGNATION -  U 201
 GX0694  PID         -  GX0694
 GX0694  STATE/COUNTY-  WV/SUMMERS
 GX0694  USGS QUAD   -  ALDERSON (1976)
 GX0694
 GX0694                         *CURRENT SURVEY CONTROL
 GX0694  ___________________________________________________________________
 GX0694* NAD 83(1986)-  37 41 22.     (N)    080 40 54.     (W)     SCALED    
 GX0694* NAVD 88     -       464.417  (meters)    1523.67   (feet)  ADJUSTED  
 GX0694  ___________________________________________________________________
 GX0694  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0694  DYNAMIC HT  -         464.033 (meters)    1522.41  (feet)  COMP
 GX0694  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 GX0694
 GX0694  VERT ORDER  -  FIRST     CLASS II
 GX0694
 GX0694.The horizontal coordinates were scaled from a topographic map and have
 GX0694.an estimated accuracy of +/- 6 seconds.
 GX0694
 GX0694.The orthometric height was determined by differential leveling
 GX0694.and adjusted by the National Geodetic Survey in June 1991..
 GX0694
 GX0694.The geoid height was determined by GEOID03.
 GX0694
 GX0694.The dynamic height is computed by dividing the NAVD 88
 GX0694.geopotential number by the normal gravity value computed on the
 GX0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0694.degrees latitude (g = 980.6199 gals.).
 GX0694
 GX0694.The modeled gravity was interpolated from observed gravity values.
 GX0694
 GX0694;                    North         East    Units  Estimated Accuracy
 GX0694;SPC WV S     -    76,570.      628,080.      MT  (+/- 180 meters Scaled)
 GX0694
 GX0694                          SUPERSEDED SURVEY CONTROL
 GX0694
 GX0694  NGVD 29 (??/??/92)  464.582  (m)         1524.22   (f) ADJ UNCH    1 2
 GX0694
 GX0694.Superseded values are not recommended for survey control.
 GX0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0694.See file dsdata.txt to determine how the superseded data were derived.
 GX0694
 GX0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB280714(NAD 83)
 GX0694_MARKER: DB = BENCH MARK DISK
 GX0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0694_STAMPING: U 201 1958
 GX0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0694+STABILITY: SURFACE MOTION
 GX0694
 GX0694  HISTORY     - Date     Condition        Report By
 GX0694  HISTORY     - 1958     MONUMENTED       CGS
 GX0694  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0694
 GX0694                          STATION DESCRIPTION
 GX0694
 GX0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0694'2.8 MI NE FROM PENCE SPRINGS.
 GX0694'ABOUT 2.85 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0694'FROM THE CROSSING OF A BLACK TOP ROAD AT PENCE SPRINGS, 0.45 MILE
 GX0694'NORTHEAST OF MILEPOST 341, 0.25 MILE NORTHEAST OF SIGNAL 3408,
 GX0694'AT A PRIVATE FIELD ROAD CROSSING, 46 1/2 FEET NORTHWEST OF THE
 GX0694'NORTHWEST RAIL OF THE NORTHWEST TRACK, 14 1/2 FEET SOUTHWEST OF
 GX0694'CENTER LINE OF ROAD AT CENTER OF GATE, 1 FOOT SOUTHWEST OF WIRE
 GX0694'FENCE, 0.1 MILE NORTH OF A FARMHOUSE, 2 FEET SOUTHWEST OF A STEEL
 GX0694'WITNESS POST, ABOUT 6 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 GX0694'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GX0694
 GX0694                          STATION RECOVERY (1984)
 GX0694
 GX0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0694'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0694'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0050 ***********************************************************************
 GX0050  DESIGNATION -  U 202
 GX0050  PID         -  GX0050
 GX0050  STATE/COUNTY-  WV/GREENBRIER
 GX0050  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0050
 GX0050                         *CURRENT SURVEY CONTROL
 GX0050  ___________________________________________________________________
 GX0050* NAD 83(1986)-  37 46 56.     (N)    080 18 57.     (W)     SCALED    
 GX0050* NAVD 88     -       556.035  (meters)    1824.26   (feet)  ADJUSTED  
 GX0050  ___________________________________________________________________
 GX0050  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GX0050  DYNAMIC HT  -         555.573 (meters)    1822.74  (feet)  COMP
 GX0050  MODELED GRAV-     979,780.9   (mgal)                       NAVD 88
 GX0050
 GX0050  VERT ORDER  -  FIRST     CLASS II
 GX0050
 GX0050.The horizontal coordinates were scaled from a topographic map and have
 GX0050.an estimated accuracy of +/- 6 seconds.
 GX0050
 GX0050.The orthometric height was determined by differential leveling
 GX0050.and adjusted by the National Geodetic Survey in June 1991..
 GX0050.WARNING-Repeat measurements at this control monument indicate possible
 GX0050.vertical movement.
 GX0050
 GX0050.The geoid height was determined by GEOID03.
 GX0050
 GX0050.The dynamic height is computed by dividing the NAVD 88
 GX0050.geopotential number by the normal gravity value computed on the
 GX0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0050.degrees latitude (g = 980.6199 gals.).
 GX0050
 GX0050.The modeled gravity was interpolated from observed gravity values.
 GX0050
 GX0050;                    North         East    Units  Estimated Accuracy
 GX0050;SPC WV S     -    87,040.      660,270.      MT  (+/- 180 meters Scaled)
 GX0050
 GX0050                          SUPERSEDED SURVEY CONTROL
 GX0050
 GX0050  NGVD 29 (??/??/92)  556.185  (m)         1824.75   (f) ADJ UNCH    1 2
 GX0050
 GX0050.Superseded values are not recommended for survey control.
 GX0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0050.See file dsdata.txt to determine how the superseded data were derived.
 GX0050
 GX0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB602818(NAD 83)
 GX0050_MARKER: DB = BENCH MARK DISK
 GX0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0050_STAMPING: U 202 1958
 GX0050_MARK LOGO: CGS   
 GX0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0050+STABILITY: SURFACE MOTION
 GX0050
 GX0050  HISTORY     - Date     Condition        Report By
 GX0050  HISTORY     - 1958     MONUMENTED       CGS
 GX0050  HISTORY     - 1984     GOOD             NGS
 GX0050  HISTORY     - 20051004 MARK NOT FOUND   TEI
 GX0050
 GX0050                          STATION DESCRIPTION
 GX0050
 GX0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0050'0.8 MI W FROM W SULPHUR SPRINGS.
 GX0050'ABOUT 0.8 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE CHESAPEAKE
 GX0050'AND OHIO RAILWAY STATION AT WHITE SULPHUR SPRINGS, AT A GRAVEL
 GX0050'ROAD CROSSING FOR THE GREENBRIER GOLF COURSE, 28 1/2 FEET NORTH OF
 GX0050'CENTER OF HIGHWAY, 39 FEET WEST OF THE CENTER LINE OF GRAVEL ROAD
 GX0050'LEADING NORTH, 1 FOOT SOUTH OF A BOARD FENCE, 2 FEET EAST OF A
 GX0050'STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 GX0050'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GX0050
 GX0050                          STATION RECOVERY (1984)
 GX0050
 GX0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0050'RECOVERED IN GOOD CONDITION.
 GX0050
 GX0050                          STATION RECOVERY (2005)
 GX0050
 GX0050'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2005 (EMM)
 GX0050'FOUND AS DESCRIBED HOWEVER THE CROSSING FOR THE GOLF COURSE HAS BEEN
 GX0050'REMOVED.  WITNESS POST REMAINS, MARK IS NOW BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1871 ***********************************************************************
 HX1871  DESIGNATION -  U 203
 HX1871  PID         -  HX1871
 HX1871  STATE/COUNTY-  WV/FAYETTE
 HX1871  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1871
 HX1871                         *CURRENT SURVEY CONTROL
 HX1871  ___________________________________________________________________
 HX1871* NAD 83(1986)-  38 07 55.     (N)    081 10 25.     (W)     SCALED    
 HX1871* NAVD 88     -       226.620  (meters)     743.50   (feet)  ADJUSTED  
 HX1871  ___________________________________________________________________
 HX1871  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HX1871  DYNAMIC HT  -         226.452 (meters)     742.95  (feet)  COMP
 HX1871  MODELED GRAV-     979,883.0   (mgal)                       NAVD 88
 HX1871
 HX1871  VERT ORDER  -  FIRST     CLASS II
 HX1871
 HX1871.The horizontal coordinates were scaled from a topographic map and have
 HX1871.an estimated accuracy of +/- 6 seconds.
 HX1871
 HX1871.The orthometric height was determined by differential leveling
 HX1871.and adjusted by the National Geodetic Survey in June 1991..
 HX1871
 HX1871.The geoid height was determined by GEOID03.
 HX1871
 HX1871.The dynamic height is computed by dividing the NAVD 88
 HX1871.geopotential number by the normal gravity value computed on the
 HX1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1871.degrees latitude (g = 980.6199 gals.).
 HX1871
 HX1871.The modeled gravity was interpolated from observed gravity values.
 HX1871
 HX1871;                    North         East    Units  Estimated Accuracy
 HX1871;SPC WV S     -   125,650.      584,780.      MT  (+/- 180 meters Scaled)
 HX1871
 HX1871                          SUPERSEDED SURVEY CONTROL
 HX1871
 HX1871  NGVD 29 (??/??/92)  226.802  (m)          744.10   (f) ADJ UNCH    1 2
 HX1871
 HX1871.Superseded values are not recommended for survey control.
 HX1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1871.See file dsdata.txt to determine how the superseded data were derived.
 HX1871
 HX1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC847204(NAD 83)
 HX1871_MARKER: DB = BENCH MARK DISK
 HX1871_SETTING: 66 = SET IN ROCK OUTCROP
 HX1871_SP_SET: ROCK CUT
 HX1871_STAMPING: U 203 1959
 HX1871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1871+STABILITY: POSITION/ELEVATION WELL
 HX1871
 HX1871  HISTORY     - Date     Condition        Report By
 HX1871  HISTORY     - 1959     MONUMENTED       CGS
 HX1871
 HX1871                          STATION DESCRIPTION
 HX1871
 HX1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1871'1.4 MI SE FROM GAULEY.
 HX1871'ABOUT 1.35 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1871'FROM THE STATION AT GAULEY, ABOUT 11 1/2 RAILS SOUTHEAST OF
 HX1871'MILEPOST 414, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 HX1871'EXTENDING NORTH AND NORTHEAST, ABOUT IN THE EXTENDED CENTER
 HX1871'LINE OF NEW RIVER TO THE NORTH, 57 1/2 FEET SOUTHWEST OF THE
 HX1871'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, SET VERTICALLY IN THE EAST
 HX1871'FACE OF THE SOUTH END OF A ROCK 25-FEET LONG BY 3 1/2-FEET HIGH
 HX1871'THAT IS AT THE BASE OF A HUGE ROCK CUT, 108 FEET WEST OF THE
 HX1871'SOUTHWEST END OF A 18-INCH PIPE CULVERT, 95 FEET WEST-SOUTHWEST
 HX1871'OF AND ACROSS THE TRACK FROM A TELEPHONE POLE, 3 FEET NORTH
 HX1871'OF THE SOUTH END OF THE ROCK, 2 FEET ABOVE THE GROUND, AND
 HX1871'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1899 ***********************************************************************
 HX1899  DESIGNATION -  U 204
 HX1899  PID         -  HX1899
 HX1899  STATE/COUNTY-  WV/KANAWHA
 HX1899  USGS QUAD   -  CEDAR GROVE (1976)
 HX1899
 HX1899                         *CURRENT SURVEY CONTROL
 HX1899  ___________________________________________________________________
 HX1899* NAD 83(1986)-  38 12 51.     (N)    081 23 07.     (W)     SCALED    
 HX1899* NAVD 88     -       195.403  (meters)     641.08   (feet)  ADJUSTED  
 HX1899  ___________________________________________________________________
 HX1899  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HX1899  DYNAMIC HT  -         195.266 (meters)     640.64  (feet)  COMP
 HX1899  MODELED GRAV-     979,923.9   (mgal)                       NAVD 88
 HX1899
 HX1899  VERT ORDER  -  FIRST     CLASS II
 HX1899
 HX1899.The horizontal coordinates were scaled from a topographic map and have
 HX1899.an estimated accuracy of +/- 6 seconds.
 HX1899
 HX1899.The orthometric height was determined by differential leveling
 HX1899.and adjusted by the National Geodetic Survey in June 1991..
 HX1899
 HX1899.The geoid height was determined by GEOID03.
 HX1899
 HX1899.The dynamic height is computed by dividing the NAVD 88
 HX1899.geopotential number by the normal gravity value computed on the
 HX1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1899.degrees latitude (g = 980.6199 gals.).
 HX1899
 HX1899.The modeled gravity was interpolated from observed gravity values.
 HX1899
 HX1899;                    North         East    Units  Estimated Accuracy
 HX1899;SPC WV S     -   134,830.      566,260.      MT  (+/- 180 meters Scaled)
 HX1899
 HX1899                          SUPERSEDED SURVEY CONTROL
 HX1899
 HX1899  NGVD 29 (??/??/92)  195.594  (m)          641.71   (f) ADJ UNCH    1 2
 HX1899
 HX1899.Superseded values are not recommended for survey control.
 HX1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1899.See file dsdata.txt to determine how the superseded data were derived.
 HX1899
 HX1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC662296(NAD 83)
 HX1899_MARKER: DB = BENCH MARK DISK
 HX1899_SETTING: 66 = SET IN ROCK OUTCROP
 HX1899_SP_SET: ROCK CUT
 HX1899_STAMPING: U 204 1959
 HX1899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1899+STABILITY: POSITION/ELEVATION WELL
 HX1899
 HX1899  HISTORY     - Date     Condition        Report By
 HX1899  HISTORY     - 1959     MONUMENTED       CGS
 HX1899
 HX1899                          STATION DESCRIPTION
 HX1899
 HX1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1899'3.2 MI SE FROM CEDAR GROVE.
 HX1899'ABOUT 3.25 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1899'FROM THE STATION AT CEDAR GROVE, 0.45 MILE WEST OF MILEPOST
 HX1899'148, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING WEST
 HX1899'AND SOUTHEAST, 66 FEET NORTH OF AND ACROSS U.S. HIGHWAY 21 AND
 HX1899'60 FROM THE NORTH RAIL, SET VERTICALLY IN THE SOUTH FACE OF A
 HX1899'LONG LOW ROCK CUT, 30 FEET NORTH OF THE CENTER LINE OF THE
 HX1899'HIGHWAY, 150 FEET EAST OF THE WEST END OF THE ROCK, 3 FEET ABOVE
 HX1899'THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2782 ***********************************************************************
 HX2782  DESIGNATION -  U 205 RESET 1975
 HX2782  PID         -  HX2782
 HX2782  STATE/COUNTY-  WV/KANAWHA
 HX2782  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2782
 HX2782                         *CURRENT SURVEY CONTROL
 HX2782  ___________________________________________________________________
 HX2782* NAD 83(1986)-  38 19 49.     (N)    081 34 54.     (W)     SCALED    
 HX2782* NAVD 88     -       184.04   (+/-2cm)     603.8    (feet)  VERTCON   
 HX2782  ___________________________________________________________________
 HX2782  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HX2782
 HX2782  VERT ORDER  -  THIRD (See Below)
 HX2782
 HX2782.The horizontal coordinates were scaled from a topographic map and have
 HX2782.an estimated accuracy of +/- 6 seconds.
 HX2782
 HX2782.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2782.The vertical order pertains to the NGVD 29 superseded value.
 HX2782
 HX2782.The geoid height was determined by GEOID03.
 HX2782
 HX2782;                    North         East    Units  Estimated Accuracy
 HX2782;SPC WV S     -   147,810.      549,150.      MT  (+/- 180 meters Scaled)
 HX2782
 HX2782                          SUPERSEDED SURVEY CONTROL
 HX2782
 HX2782  NGVD 29 (09/25/03)  184.23   (m)          604.4    (f) RESET       3  
 HX2782
 HX2782.Superseded values are not recommended for survey control.
 HX2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2782.See file dsdata.txt to determine how the superseded data were derived.
 HX2782
 HX2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC491426(NAD 83)
 HX2782_MARKER: DB = BENCH MARK DISK
 HX2782_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX2782_SP_SET: RETAINING WALL
 HX2782_STAMPING: U 205 RESET 1975
 HX2782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2782+STABILITY: SURFACE MOTION
 HX2782
 HX2782  HISTORY     - Date     Condition        Report By
 HX2782  HISTORY     - 1975     MONUMENTED       NGS
 HX2782
 HX2782                          STATION DESCRIPTION
 HX2782
 HX2782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HX2782'1.75 MI SE FROM CHARLESTON.
 HX2782'FROM STATE CAPITOL BUILDING IN CHARLESTON, GO SOUTHEAST ON
 HX2782'KANAWHA BOULEVARD FOR 1.7 MILES TO THE MARK IN THE LEFT IN A
 HX2782'RETAINING WALL FOR THE NORTHEAST SIDE OF THE ROAD, 254 FEET WEST
 HX2782'OF THE ABUTMENT OF BRIDGE NUMBERED 2585, 90 FEET SOUTH OF THE
 HX2782'CENTERLINE OF INTERSTATE HIGHWAY 77, 18.5 FEET NORTH OF THE CENTER OF
 HX2782'A RAILROAD TRACK AND 2.5 SOUTH OF THE FILLED AREA LEADING UP TO
 HX2782'INTERSTATE HIGHWAY 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0786 ***********************************************************************
 GX0786  DESIGNATION -  U 206
 GX0786  PID         -  GX0786
 GX0786  STATE/COUNTY-  WV/FAYETTE
 GX0786  USGS QUAD   -  DANESE (1987)
 GX0786
 GX0786                         *CURRENT SURVEY CONTROL
 GX0786  ___________________________________________________________________
 GX0786* NAD 83(1986)-  37 56 40.     (N)    080 54 40.     (W)     SCALED    
 GX0786* NAVD 88     -       789.740  (meters)    2591.01   (feet)  ADJUSTED  
 GX0786  ___________________________________________________________________
 GX0786  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX0786  DYNAMIC HT  -         789.080 (meters)    2588.84  (feet)  COMP
 GX0786  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 GX0786
 GX0786  VERT ORDER  -  SECOND    CLASS 0
 GX0786
 GX0786.The horizontal coordinates were scaled from a topographic map and have
 GX0786.an estimated accuracy of +/- 6 seconds.
 GX0786
 GX0786.The orthometric height was determined by differential leveling
 GX0786.and adjusted by the National Geodetic Survey in June 1991..
 GX0786
 GX0786.The geoid height was determined by GEOID03.
 GX0786
 GX0786.The dynamic height is computed by dividing the NAVD 88
 GX0786.geopotential number by the normal gravity value computed on the
 GX0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0786.degrees latitude (g = 980.6199 gals.).
 GX0786
 GX0786.The modeled gravity was interpolated from observed gravity values.
 GX0786
 GX0786;                    North         East    Units  Estimated Accuracy
 GX0786;SPC WV S     -   104,830.      607,810.      MT  (+/- 180 meters Scaled)
 GX0786
 GX0786                          SUPERSEDED SURVEY CONTROL
 GX0786
 GX0786  NGVD 29 (??/??/92)  789.883  (m)         2591.47   (f) ADJ UNCH    2 0
 GX0786
 GX0786.Superseded values are not recommended for survey control.
 GX0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0786.See file dsdata.txt to determine how the superseded data were derived.
 GX0786
 GX0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB078996(NAD 83)
 GX0786_MARKER: DB = BENCH MARK DISK
 GX0786_SETTING: 66 = SET IN ROCK OUTCROP
 GX0786_SP_SET: ROCK CUT
 GX0786_STAMPING: U 206 1961
 GX0786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0786+STABILITY: POSITION/ELEVATION WELL
 GX0786
 GX0786  HISTORY     - Date     Condition        Report By
 GX0786  HISTORY     - 1961     MONUMENTED       CGS
 GX0786
 GX0786                          STATION DESCRIPTION
 GX0786
 GX0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0786'1.1 MI N FROM DANESE.
 GX0786'ABOUT 1.1 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0786'AT DANESE, ABOUT 1.25 MILES SOUTHEAST OF THE ZACKAFOOSE MEMORIAL
 GX0786'CHURCH, 0.5 MILE NORTH OF A 30 FOOT CONCRETE BRIDGE OVER GLADE
 GX0786'CREEK, SET VERTICALLY IN THE EAST FACE OF A SHORT ROCK CUT THAT IS
 GX0786'10 FEET HIGH, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GX0786'42 FEET NORTHWEST OF THE SOUTHEAST END OF THE ROCK AND 2 FEET
 GX0786'ABOVE THE LEVEL OF THE GROUND AND HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0793 ***********************************************************************
 GX0793  DESIGNATION -  U 207
 GX0793  PID         -  GX0793
 GX0793  STATE/COUNTY-  WV/FAYETTE
 GX0793  USGS QUAD   -  RAINELLE (1976)
 GX0793
 GX0793                         *CURRENT SURVEY CONTROL
 GX0793  ___________________________________________________________________
 GX0793* NAD 83(1986)-  37 53 34.     (N)    080 52 15.     (W)     SCALED    
 GX0793* NAVD 88     -       839.925  (meters)    2755.65   (feet)  ADJUSTED  
 GX0793  ___________________________________________________________________
 GX0793  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX0793  DYNAMIC HT  -         839.221 (meters)    2753.34  (feet)  COMP
 GX0793  MODELED GRAV-     979,762.2   (mgal)                       NAVD 88
 GX0793
 GX0793  VERT ORDER  -  SECOND    CLASS 0
 GX0793
 GX0793.The horizontal coordinates were scaled from a topographic map and have
 GX0793.an estimated accuracy of +/- 6 seconds.
 GX0793
 GX0793.The orthometric height was determined by differential leveling
 GX0793.and adjusted by the National Geodetic Survey in June 1991..
 GX0793
 GX0793.The geoid height was determined by GEOID03.
 GX0793
 GX0793.The dynamic height is computed by dividing the NAVD 88
 GX0793.geopotential number by the normal gravity value computed on the
 GX0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0793.degrees latitude (g = 980.6199 gals.).
 GX0793
 GX0793.The modeled gravity was interpolated from observed gravity values.
 GX0793
 GX0793;                    North         East    Units  Estimated Accuracy
 GX0793;SPC WV S     -    99,100.      611,360.      MT  (+/- 180 meters Scaled)
 GX0793
 GX0793                          SUPERSEDED SURVEY CONTROL
 GX0793
 GX0793  NGVD 29 (??/??/92)  840.073  (m)         2756.14   (f) ADJ UNCH    2 0
 GX0793
 GX0793.Superseded values are not recommended for survey control.
 GX0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0793.See file dsdata.txt to determine how the superseded data were derived.
 GX0793
 GX0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB113939(NAD 83)
 GX0793_MARKER: DB = BENCH MARK DISK
 GX0793_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0793_SP_SET: UNSPECIFIED ROCK
 GX0793_STAMPING: U 207 1961
 GX0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0793
 GX0793  HISTORY     - Date     Condition        Report By
 GX0793  HISTORY     - 1961     MONUMENTED       CGS
 GX0793
 GX0793                          STATION DESCRIPTION
 GX0793
 GX0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0793'2 MI N FROM MEADOW BRIDGE.
 GX0793'ABOUT 2.05 MILES NORTH ALONG A BLACK TOP ROAD FROM THE HIGH SCHOOL
 GX0793'BUILDING AT MEADOW BRIDGE, ON THE SOUTH SLOPE OF A MOUNTAIN, NEAR
 GX0793'THE NORTH END OF A CURVE, SET VERTICALLY IN THE EAST FACE OF A
 GX0793'ROCK THAT IS 12 FEET LONG AND 3 FEET HIGH AND IS PART OF A ROCK
 GX0793'CUT, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 6 FEET NORTH
 GX0793'OF THE SOUTH END OF THE ROCK, 1 FOOT ABOVE THE LEVEL OF THE GROUND
 GX0793'AND 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0818 ***********************************************************************
 GX0818  DESIGNATION -  U 208
 GX0818  PID         -  GX0818
 GX0818  STATE/COUNTY-  WV/FAYETTE
 GX0818  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0818
 GX0818                         *CURRENT SURVEY CONTROL
 GX0818  ___________________________________________________________________
 GX0818* NAD 83(1986)-  37 51 59.     (N)    080 51 02.     (W)     SCALED    
 GX0818* NAVD 88     -       745.192  (meters)    2444.85   (feet)  ADJUSTED  
 GX0818  ___________________________________________________________________
 GX0818  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX0818  DYNAMIC HT  -         744.566 (meters)    2442.80  (feet)  COMP
 GX0818  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 GX0818
 GX0818  VERT ORDER  -  SECOND    CLASS 0
 GX0818
 GX0818.The horizontal coordinates were scaled from a topographic map and have
 GX0818.an estimated accuracy of +/- 6 seconds.
 GX0818
 GX0818.The orthometric height was determined by differential leveling
 GX0818.and adjusted by the National Geodetic Survey in June 1991..
 GX0818
 GX0818.The geoid height was determined by GEOID03.
 GX0818
 GX0818.The dynamic height is computed by dividing the NAVD 88
 GX0818.geopotential number by the normal gravity value computed on the
 GX0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0818.degrees latitude (g = 980.6199 gals.).
 GX0818
 GX0818.The modeled gravity was interpolated from observed gravity values.
 GX0818
 GX0818;                    North         East    Units  Estimated Accuracy
 GX0818;SPC WV S     -    96,170.      613,150.      MT  (+/- 180 meters Scaled)
 GX0818
 GX0818                          SUPERSEDED SURVEY CONTROL
 GX0818
 GX0818  NGVD 29 (??/??/92)  745.338  (m)         2445.33   (f) ADJ UNCH    2 0
 GX0818
 GX0818.Superseded values are not recommended for survey control.
 GX0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0818.See file dsdata.txt to determine how the superseded data were derived.
 GX0818
 GX0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB131910(NAD 83)
 GX0818_MARKER: DB = BENCH MARK DISK
 GX0818_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0818_SP_SET: UNSPECIFIED ROCK
 GX0818_STAMPING: U 208 1961
 GX0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0818
 GX0818  HISTORY     - Date     Condition        Report By
 GX0818  HISTORY     - 1961     MONUMENTED       CGS
 GX0818
 GX0818                          STATION DESCRIPTION
 GX0818
 GX0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0818'0.6 MI NE FROM MEADOW BRIDGE.
 GX0818'ABOUT 0.65 MILE NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0818'CHESAPEAKE AND OHIO RAILWAY STATION AT FAYETTE, ABOUT 0.15 MILE
 GX0818'NORTHEAST OF THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY, AT
 GX0818'THE INSIDE OF A LONG CURVE, AT THE JUNCTION OF A DRIVE LEADING
 GX0818'EAST TO A HOUSE WITH ASBESTOS SIDING, SET IN THE TOP OF A ROCK
 GX0818'THAT IS 10 FEET LONG AND 4 FEET HIGH, 30 FEET SOUTHEAST OF THE
 GX0818'CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF THE CENTER LINE
 GX0818'OF THE DRIVE, 3 1/2 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 GX0818'ROCK AND 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0978 ***********************************************************************
 GX0978  DESIGNATION -  U 209
 GX0978  PID         -  GX0978
 GX0978  STATE/COUNTY-  WV/FAYETTE
 GX0978  USGS QUAD   -  RAINELLE (1976)
 GX0978
 GX0978                         *CURRENT SURVEY CONTROL
 GX0978  ___________________________________________________________________
 GX0978* NAD 83(1986)-  37 58 08.     (N)    080 47 33.     (W)     SCALED    
 GX0978* NAVD 88     -       784.062  (meters)    2572.38   (feet)  ADJUSTED  
 GX0978  ___________________________________________________________________
 GX0978  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX0978  DYNAMIC HT  -         783.409 (meters)    2570.23  (feet)  COMP
 GX0978  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GX0978
 GX0978  VERT ORDER  -  SECOND    CLASS 0
 GX0978
 GX0978.The horizontal coordinates were scaled from a topographic map and have
 GX0978.an estimated accuracy of +/- 6 seconds.
 GX0978
 GX0978.The orthometric height was determined by differential leveling
 GX0978.and adjusted by the National Geodetic Survey in June 1991..
 GX0978
 GX0978.The geoid height was determined by GEOID03.
 GX0978
 GX0978.The dynamic height is computed by dividing the NAVD 88
 GX0978.geopotential number by the normal gravity value computed on the
 GX0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0978.degrees latitude (g = 980.6199 gals.).
 GX0978
 GX0978.The modeled gravity was interpolated from observed gravity values.
 GX0978
 GX0978;                    North         East    Units  Estimated Accuracy
 GX0978;SPC WV S     -   107,560.      618,230.      MT  (+/- 180 meters Scaled)
 GX0978
 GX0978                          SUPERSEDED SURVEY CONTROL
 GX0978
 GX0978  NGVD 29 (??/??/92)  784.205  (m)         2572.85   (f) ADJ UNCH    2 0
 GX0978
 GX0978.Superseded values are not recommended for survey control.
 GX0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0978.See file dsdata.txt to determine how the superseded data were derived.
 GX0978
 GX0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC182023(NAD 83)
 GX0978_MARKER: DB = BENCH MARK DISK
 GX0978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0978_SP_SET: CLIFF
 GX0978_STAMPING: U 209 1961
 GX0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0978
 GX0978  HISTORY     - Date     Condition        Report By
 GX0978  HISTORY     - 1961     MONUMENTED       CGS
 GX0978
 GX0978                          STATION DESCRIPTION
 GX0978
 GX0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0978'0.8 MI W FROM RAINELLE.
 GX0978'ABOUT 0.8 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GX0978'STATE HIGHWAY 20 AT RAINELLE, 0.7 MILE WEST OF THE HIGH SCHOOL
 GX0978'AT RAINELLE, ABOUT 0.2 MILE NORTHWEST OF THE FAYETTE-GREENBRIER
 GX0978'COUNTY LINE, AT THE OUTSIDE OF A SHARP CURVE, SET VERTICALLY IN
 GX0978'THE SOUTHWEST FACE OF A 35 FOOT LONG CLIFF THAT IS 6 FEET HIGH
 GX0978'ABOVE THE LEVEL OF THE GROUND, 30 FEET NORTHEAST OF THE CENTER
 GX0978'LINE OF THE HIGHWAY, DIRECTLY UNDER AN OVERHEAD TELEPHONE LINE
 GX0978'WITH MANY WIRES, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND
 GX0978'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1068 ***********************************************************************
 KY1068  DESIGNATION -  U 21
 KY1068  PID         -  KY1068
 KY1068  STATE/COUNTY-  WV/HANCOCK
 KY1068  USGS QUAD   -  WELLSVILLE (1994)
 KY1068
 KY1068                         *CURRENT SURVEY CONTROL
 KY1068  ___________________________________________________________________
 KY1068* NAD 83(1986)-  40 36 22.     (N)    080 38 00.     (W)     SCALED    
 KY1068* NAVD 88     -       207.838  (meters)     681.88   (feet)  ADJUSTED  
 KY1068  ___________________________________________________________________
 KY1068  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KY1068  DYNAMIC HT  -         207.732 (meters)     681.53  (feet)  COMP
 KY1068  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KY1068
 KY1068  VERT ORDER  -  FIRST     CLASS II
 KY1068
 KY1068.The horizontal coordinates were scaled from a topographic map and have
 KY1068.an estimated accuracy of +/- 6 seconds.
 KY1068
 KY1068.The orthometric height was determined by differential leveling
 KY1068.and adjusted by the National Geodetic Survey in June 1991..
 KY1068
 KY1068.The geoid height was determined by GEOID03.
 KY1068
 KY1068.The dynamic height is computed by dividing the NAVD 88
 KY1068.geopotential number by the normal gravity value computed on the
 KY1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1068.degrees latitude (g = 980.6199 gals.).
 KY1068
 KY1068.The modeled gravity was interpolated from observed gravity values.
 KY1068
 KY1068;                    North         East    Units  Estimated Accuracy
 KY1068;SPC WV N     -   234,440.      504,080.      MT  (+/- 180 meters Scaled)
 KY1068
 KY1068                          SUPERSEDED SURVEY CONTROL
 KY1068
 KY1068  NGVD 29 (??/??/92)  207.984  (m)          682.36   (f) ADJ UNCH    1 2
 KY1068
 KY1068.Superseded values are not recommended for survey control.
 KY1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1068.See file dsdata.txt to determine how the superseded data were derived.
 KY1068
 KY1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE310950(NAD 83)
 KY1068_MARKER: DB = BENCH MARK DISK
 KY1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1068_STAMPING: U 21 1935
 KY1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1068+STABILITY: SURFACE MOTION
 KY1068
 KY1068  HISTORY     - Date     Condition        Report By
 KY1068  HISTORY     - 1935     MONUMENTED       CGS
 KY1068  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY1068
 KY1068                          STATION DESCRIPTION
 KY1068
 KY1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY1068'4.2 MI SW FROM CHESTER.
 KY1068'4.2 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1068'OHIO RIVER BRIDGE AT CHESTER, HANCOCK COUNTY, ABOUT 0.1 MILE
 KY1068'SOUTHEAST OF CONGO, 90 FEET SOUTHWEST OF THE CENTER OF THE
 KY1068'CROSSING OF STATE HIGHWAY 66, 25 FEET WEST OF POLE 17+07, AND 30
 KY1068'FEET NORTHWEST OF THE CENTER OF THE TRACK.  A STANDARD DISK,
 KY1068'STAMPED U 21 1935 AND SET IN THE TOP OF THE CONCRETE POST.
 KY1068
 KY1068                          STATION RECOVERY (1983)
 KY1068
 KY1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY1068'NOT RECOVERED, A GAS PIPELINE HAS BEEN CONSTRUCTED AT THE MARK
 KY1068'LOCATION WHICH IS NOW AN OPEN FIELD, DESCRIPTION INADEQUATE TO RECOVER
 KY1068'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0846 ***********************************************************************
 GX0846  DESIGNATION -  U 210
 GX0846  PID         -  GX0846
 GX0846  STATE/COUNTY-  WV/SUMMERS
 GX0846  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0846
 GX0846                         *CURRENT SURVEY CONTROL
 GX0846  ___________________________________________________________________
 GX0846* NAD 83(1986)-  37 45 41.     (N)    080 51 29.     (W)     SCALED    
 GX0846* NAVD 88     -       476.794  (meters)    1564.28   (feet)  ADJUSTED  
 GX0846  ___________________________________________________________________
 GX0846  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0846  DYNAMIC HT  -         476.410 (meters)    1563.02  (feet)  COMP
 GX0846  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 GX0846
 GX0846  VERT ORDER  -  SECOND    CLASS 0
 GX0846
 GX0846.The horizontal coordinates were scaled from a topographic map and have
 GX0846.an estimated accuracy of +/- 6 seconds.
 GX0846
 GX0846.The orthometric height was determined by differential leveling
 GX0846.and adjusted by the National Geodetic Survey in June 1991..
 GX0846
 GX0846.The geoid height was determined by GEOID03.
 GX0846
 GX0846.The dynamic height is computed by dividing the NAVD 88
 GX0846.geopotential number by the normal gravity value computed on the
 GX0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0846.degrees latitude (g = 980.6199 gals.).
 GX0846
 GX0846.The modeled gravity was interpolated from observed gravity values.
 GX0846
 GX0846;                    North         East    Units  Estimated Accuracy
 GX0846;SPC WV S     -    84,520.      612,510.      MT  (+/- 180 meters Scaled)
 GX0846
 GX0846                          SUPERSEDED SURVEY CONTROL
 GX0846
 GX0846  NGVD 29 (??/??/92)  476.966  (m)         1564.85   (f) ADJ UNCH    2 0
 GX0846
 GX0846.Superseded values are not recommended for survey control.
 GX0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0846.See file dsdata.txt to determine how the superseded data were derived.
 GX0846
 GX0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB125793(NAD 83)
 GX0846_MARKER: DB = BENCH MARK DISK
 GX0846_SETTING: 66 = SET IN ROCK OUTCROP
 GX0846_SP_SET: ROCK CUT
 GX0846_STAMPING: U 210 1961
 GX0846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0846+STABILITY: POSITION/ELEVATION WELL
 GX0846
 GX0846  HISTORY     - Date     Condition        Report By
 GX0846  HISTORY     - 1961     MONUMENTED       CGS
 GX0846
 GX0846                          STATION DESCRIPTION
 GX0846
 GX0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0846'2.7 MI SE FROM SANDSTONE.
 GX0846'0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE CHESAPEAKE AND
 GX0846'OHIO RAILWAY STATION AT SANDSTONE, THENCE 2.4 MILES SOUTHEAST
 GX0846'ALONG THE SANDSTONE-RAMP ROAD, ABOUT 0.4 MILE SOUTHEAST OF THE
 GX0846'LAUREL CREEK BAPTIST CHURCH, ON THE WEST SLOPE OF A SHORT STEEP
 GX0846'HILL, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, 15 FEET
 GX0846'NORTH OF THE CENTER LINE OF THE ROAD, 45 FEET WEST OF THE EAST
 GX0846'END OF THE CUT AND 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0886 ***********************************************************************
 GX0886  DESIGNATION -  U 211
 GX0886  PID         -  GX0886
 GX0886  STATE/COUNTY-  WV/SUMMERS
 GX0886  USGS QUAD   -  TALCOTT (1968)
 GX0886
 GX0886                         *CURRENT SURVEY CONTROL
 GX0886  ___________________________________________________________________
 GX0886* NAD 83(1986)-  37 42 50.     (N)    080 46 32.     (W)     SCALED    
 GX0886* NAVD 88     -       851.703  (meters)    2794.30   (feet)  ADJUSTED  
 GX0886  ___________________________________________________________________
 GX0886  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX0886  DYNAMIC HT  -         850.964 (meters)    2791.87  (feet)  COMP
 GX0886  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 GX0886
 GX0886  VERT ORDER  -  SECOND    CLASS 0
 GX0886
 GX0886.The horizontal coordinates were scaled from a topographic map and have
 GX0886.an estimated accuracy of +/- 6 seconds.
 GX0886
 GX0886.The orthometric height was determined by differential leveling
 GX0886.and adjusted by the National Geodetic Survey in June 1991..
 GX0886
 GX0886.The geoid height was determined by GEOID03.
 GX0886
 GX0886.The dynamic height is computed by dividing the NAVD 88
 GX0886.geopotential number by the normal gravity value computed on the
 GX0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0886.degrees latitude (g = 980.6199 gals.).
 GX0886
 GX0886.The modeled gravity was interpolated from observed gravity values.
 GX0886
 GX0886;                    North         East    Units  Estimated Accuracy
 GX0886;SPC WV S     -    79,260.      619,790.      MT  (+/- 180 meters Scaled)
 GX0886
 GX0886                          SUPERSEDED SURVEY CONTROL
 GX0886
 GX0886  NGVD 29 (??/??/92)  851.845  (m)         2794.76   (f) ADJ UNCH    2 0
 GX0886
 GX0886.Superseded values are not recommended for survey control.
 GX0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0886.See file dsdata.txt to determine how the superseded data were derived.
 GX0886
 GX0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB197740(NAD 83)
 GX0886_MARKER: DB = BENCH MARK DISK
 GX0886_SETTING: 66 = SET IN ROCK OUTCROP
 GX0886_SP_SET: ROCK CUT
 GX0886_STAMPING: U 211 1961
 GX0886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0886+STABILITY: POSITION/ELEVATION WELL
 GX0886
 GX0886  HISTORY     - Date     Condition        Report By
 GX0886  HISTORY     - 1961     MONUMENTED       CGS
 GX0886
 GX0886                          STATION DESCRIPTION
 GX0886
 GX0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0886'0.2 MI N FROM JUDSON.
 GX0886'ABOUT 0.2 MILE NORTH ALONG A GRADED ROAD FROM THE T JUNCTION IN
 GX0886'JUDSON, ABOUT 0.25 MILE NORTH OF THE FOX SCHOOL, AT ABOUT THE
 GX0886'CENTER OF AN S CURVE, AT THE NORTHEAST END OF A CUT, SET ON THE
 GX0886'TOP OF A ROCK THAT IS ABOUT 4 FEET LONG AND 2 FEET HIGH, 15 FEET
 GX0886'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHEAST OF
 GX0886'THE NORTHWEST EDGE OF THE ROCK AND 1 FOOT ABOVE THE LEVEL OF
 GX0886'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0864 ***********************************************************************
 GX0864  DESIGNATION -  U 212
 GX0864  PID         -  GX0864
 GX0864  STATE/COUNTY-  WV/SUMMERS
 GX0864  USGS QUAD   -  TALCOTT (1968)
 GX0864
 GX0864                         *CURRENT SURVEY CONTROL
 GX0864  ___________________________________________________________________
 GX0864* NAD 83(1986)-  37 43 29.     (N)    080 45 16.     (W)     SCALED    
 GX0864* NAVD 88     -       863.833  (meters)    2834.09   (feet)  ADJUSTED  
 GX0864  ___________________________________________________________________
 GX0864  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX0864  DYNAMIC HT  -         863.086 (meters)    2831.64  (feet)  COMP
 GX0864  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 GX0864
 GX0864  VERT ORDER  -  SECOND    CLASS 0
 GX0864
 GX0864.The horizontal coordinates were scaled from a topographic map and have
 GX0864.an estimated accuracy of +/- 6 seconds.
 GX0864
 GX0864.The orthometric height was determined by differential leveling
 GX0864.and adjusted by the National Geodetic Survey in June 1991..
 GX0864
 GX0864.The geoid height was determined by GEOID03.
 GX0864
 GX0864.The dynamic height is computed by dividing the NAVD 88
 GX0864.geopotential number by the normal gravity value computed on the
 GX0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0864.degrees latitude (g = 980.6199 gals.).
 GX0864
 GX0864.The modeled gravity was interpolated from observed gravity values.
 GX0864
 GX0864;                    North         East    Units  Estimated Accuracy
 GX0864;SPC WV S     -    80,460.      621,650.      MT  (+/- 180 meters Scaled)
 GX0864
 GX0864                          SUPERSEDED SURVEY CONTROL
 GX0864
 GX0864  NGVD 29 (??/??/92)  863.978  (m)         2834.57   (f) ADJ UNCH    2 0
 GX0864
 GX0864.Superseded values are not recommended for survey control.
 GX0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0864.See file dsdata.txt to determine how the superseded data were derived.
 GX0864
 GX0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB216753(NAD 83)
 GX0864_MARKER: DB = BENCH MARK DISK
 GX0864_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0864_SP_SET: UNSPECIFIED ROCK
 GX0864_STAMPING: U 212 1961
 GX0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0864
 GX0864  HISTORY     - Date     Condition        Report By
 GX0864  HISTORY     - 1961     MONUMENTED       CGS
 GX0864
 GX0864                          STATION DESCRIPTION
 GX0864
 GX0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0864'8 MI W FROM ALDERSON.
 GX0864'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0864'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 5.75 MILES
 GX0864'WEST ALONG A BLACK TOP ROAD, NEAR THE JUNCTION OF A GRADED ROAD
 GX0864'LEADING NORTHEAST TO KEENEY MOUNTAIN FIRE TOWER, IN AN OPEN
 GX0864'PASTURE, ON TOP OF A FLAT ROCK THAT IS 10 FEET LONG AND 4 FEET
 GX0864'WIDE, 132 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 45
 GX0864'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING TO FIRE
 GX0864'TOWER, 3 FEET EAST OF THE WEST END OF THE ROCK AND 6 FEET ABOVE
 GX0864'THE LEVEL OF THE MAIN ROAD, ABOUT LEVEL WITH THE ROAD LEADING
 GX0864'NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0992 ***********************************************************************
 GX0992  DESIGNATION -  U 213
 GX0992  PID         -  GX0992
 GX0992  STATE/COUNTY-  WV/SUMMERS
 GX0992  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0992
 GX0992                         *CURRENT SURVEY CONTROL
 GX0992  ___________________________________________________________________
 GX0992* NAD 83(1986)-  37 48 39.     (N)    080 46 36.     (W)     SCALED    
 GX0992* NAVD 88     -       758.107  (meters)    2487.22   (feet)  ADJUSTED  
 GX0992  ___________________________________________________________________
 GX0992  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX0992  DYNAMIC HT  -         757.481 (meters)    2485.17  (feet)  COMP
 GX0992  MODELED GRAV-     979,777.8   (mgal)                       NAVD 88
 GX0992
 GX0992  VERT ORDER  -  SECOND    CLASS 0
 GX0992
 GX0992.The horizontal coordinates were scaled from a topographic map and have
 GX0992.an estimated accuracy of +/- 6 seconds.
 GX0992
 GX0992.The orthometric height was determined by differential leveling
 GX0992.and adjusted by the National Geodetic Survey in June 1991..
 GX0992
 GX0992.The geoid height was determined by GEOID03.
 GX0992
 GX0992.The dynamic height is computed by dividing the NAVD 88
 GX0992.geopotential number by the normal gravity value computed on the
 GX0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0992.degrees latitude (g = 980.6199 gals.).
 GX0992
 GX0992.The modeled gravity was interpolated from observed gravity values.
 GX0992
 GX0992;                    North         East    Units  Estimated Accuracy
 GX0992;SPC WV S     -    90,020.      619,670.      MT  (+/- 180 meters Scaled)
 GX0992
 GX0992                          SUPERSEDED SURVEY CONTROL
 GX0992
 GX0992  NGVD 29 (??/??/92)  758.272  (m)         2487.76   (f) ADJ UNCH    2 0
 GX0992
 GX0992.Superseded values are not recommended for survey control.
 GX0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0992.See file dsdata.txt to determine how the superseded data were derived.
 GX0992
 GX0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB196848(NAD 83)
 GX0992_MARKER: DB = BENCH MARK DISK
 GX0992_SETTING: 66 = SET IN ROCK OUTCROP
 GX0992_SP_SET: ROCK LEDGE
 GX0992_STAMPING: U 213 1961
 GX0992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0992+STABILITY: POSITION/ELEVATION WELL
 GX0992
 GX0992  HISTORY     - Date     Condition        Report By
 GX0992  HISTORY     - 1961     MONUMENTED       CGS
 GX0992
 GX0992                          STATION DESCRIPTION
 GX0992
 GX0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0992'4.6 MI SE FROM ELTON.
 GX0992'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE CHURCH
 GX0992'OF CHRIST AT ELTON, THENCE 0.5 MILE SOUTHEAST ALONG A BLACK TOP
 GX0992'ROAD, THENCE 2.55 MILES EAST ALONG A GRADED ROAD, AT THE OUTSIDE
 GX0992'OF A SHARP CURVE, ALONG THE EAST EDGE OF A DEEP RAVINE, SET ON
 GX0992'THE TOP OF A ROCK LEDGE THAT IS 12 FEET LONG AND 2 1/2 FEET
 GX0992'HIGH, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET
 GX0992'WEST OF THE EAST CORNER OF THE ROCK AND 10 FEET ABOVE THE LEVEL
 GX0992'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0930 ***********************************************************************
 GX0930  DESIGNATION -  U 214
 GX0930  PID         -  GX0930
 GX0930  STATE/COUNTY-  WV/GREENBRIER
 GX0930  USGS QUAD   -  RUPERT (1981)
 GX0930
 GX0930                         *CURRENT SURVEY CONTROL
 GX0930  ___________________________________________________________________
 GX0930* NAD 83(1986)-  37 56 05.     (N)    080 39 07.     (W)     SCALED    
 GX0930* NAVD 88     -       736.297  (meters)    2415.67   (feet)  ADJUSTED  
 GX0930  ___________________________________________________________________
 GX0930  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX0930  DYNAMIC HT  -         735.683 (meters)    2413.65  (feet)  COMP
 GX0930  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GX0930
 GX0930  VERT ORDER  -  SECOND    CLASS 0
 GX0930
 GX0930.The horizontal coordinates were scaled from a topographic map and have
 GX0930.an estimated accuracy of +/- 6 seconds.
 GX0930
 GX0930.The orthometric height was determined by differential leveling
 GX0930.and adjusted by the National Geodetic Survey in June 1991..
 GX0930
 GX0930.The geoid height was determined by GEOID03.
 GX0930
 GX0930.The dynamic height is computed by dividing the NAVD 88
 GX0930.geopotential number by the normal gravity value computed on the
 GX0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0930.degrees latitude (g = 980.6199 gals.).
 GX0930
 GX0930.The modeled gravity was interpolated from observed gravity values.
 GX0930
 GX0930;                    North         East    Units  Estimated Accuracy
 GX0930;SPC WV S     -   103,800.      630,600.      MT  (+/- 180 meters Scaled)
 GX0930
 GX0930                          SUPERSEDED SURVEY CONTROL
 GX0930
 GX0930  NGVD 29 (??/??/92)  736.441  (m)         2416.14   (f) ADJ UNCH    2 0
 GX0930
 GX0930.Superseded values are not recommended for survey control.
 GX0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0930.See file dsdata.txt to determine how the superseded data were derived.
 GX0930
 GX0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB305986(NAD 83)
 GX0930_MARKER: DB = BENCH MARK DISK
 GX0930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0930_SP_SET: CULVERT
 GX0930_STAMPING: U 214 1961
 GX0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0930
 GX0930  HISTORY     - Date     Condition        Report By
 GX0930  HISTORY     - 1961     MONUMENTED       CGS
 GX0930
 GX0930                          STATION DESCRIPTION
 GX0930
 GX0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0930'3.6 MI SE FROM RUPERT.
 GX0930'ABOUT 3.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0930'OFFICE AT RUPERT, ABOUT 100 YARDS SOUTH OF THE JUNCTION OF KIEFFER
 GX0930'ROAD, IN THE SMALL TOWN OF CRAWLEY, SET ON TOP OF THE NORTH
 GX0930'END OF THE EAST CONCRETE HEADWALL OF A 12-FOOT BOX CULVERT UNDER
 GX0930'THE HIGHWAY, 22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 GX0930'1 FOOT SOUTH OF THE NORTH END OF THE HEADWALL AND 1 FOOT BELOW
 GX0930'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0127 ***********************************************************************
 GX0127  DESIGNATION -  U 215
 GX0127  PID         -  GX0127
 GX0127  STATE/COUNTY-  WV/GREENBRIER
 GX0127  USGS QUAD   -  LEWISBURG (1979)
 GX0127
 GX0127                         *CURRENT SURVEY CONTROL
 GX0127  ___________________________________________________________________
 GX0127* NAD 83(1986)-  37 48 43.     (N)    080 28 06.     (W)     SCALED    
 GX0127* NAVD 88     -       640.020  (meters)    2099.80   (feet)  ADJUSTED  
 GX0127  ___________________________________________________________________
 GX0127  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0127  DYNAMIC HT  -         639.488 (meters)    2098.05  (feet)  COMP
 GX0127  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 GX0127
 GX0127  VERT ORDER  -  SECOND    CLASS 0
 GX0127
 GX0127.The horizontal coordinates were scaled from a topographic map and have
 GX0127.an estimated accuracy of +/- 6 seconds.
 GX0127
 GX0127.The orthometric height was determined by differential leveling
 GX0127.and adjusted by the National Geodetic Survey in June 1991..
 GX0127
 GX0127.The geoid height was determined by GEOID03.
 GX0127
 GX0127.The dynamic height is computed by dividing the NAVD 88
 GX0127.geopotential number by the normal gravity value computed on the
 GX0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0127.degrees latitude (g = 980.6199 gals.).
 GX0127
 GX0127.The modeled gravity was interpolated from observed gravity values.
 GX0127
 GX0127;                    North         East    Units  Estimated Accuracy
 GX0127;SPC WV S     -    90,250.      646,810.      MT  (+/- 180 meters Scaled)
 GX0127
 GX0127                          SUPERSEDED SURVEY CONTROL
 GX0127
 GX0127  NGVD 29 (??/??/92)  640.167  (m)         2100.28   (f) ADJ UNCH    2 0
 GX0127
 GX0127.Superseded values are not recommended for survey control.
 GX0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0127.See file dsdata.txt to determine how the superseded data were derived.
 GX0127
 GX0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB467850(NAD 83)
 GX0127_MARKER: DB = BENCH MARK DISK
 GX0127_SETTING: 66 = SET IN ROCK OUTCROP
 GX0127_SP_SET: ROCK
 GX0127_STAMPING: U 215 1961
 GX0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0127+STABILITY: POSITION/ELEVATION WELL
 GX0127
 GX0127  HISTORY     - Date     Condition        Report By
 GX0127  HISTORY     - 1961     MONUMENTED       CGS
 GX0127  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0127  HISTORY     - 1988     MARK NOT FOUND   NGS
 GX0127
 GX0127                          STATION DESCRIPTION
 GX0127
 GX0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0127'1.6 MI NW FROM LEWISBURG.
 GX0127'ABOUT 1.65 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0127'OFFICE AT LEWISBURG, 0.25 MILE NORTHWEST OF THE JUNCTION OF COUNTY
 GX0127'ROAD NO. 35, NEAR THE JUNCTION OF COUNTY ROAD NO. 33, SET ON THE
 GX0127'TOP OF A TRIANGULAR SHAPED ROCK THAT IS 5 FEET WIDE AND 3 1/2
 GX0127'FEET HIGH, 23 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GX0127'70 FEET NORTH OF THE CENTER OF THE JUNCTION, 1 1/2 FEET EAST OF
 GX0127'THE WEST EDGE OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE
 GX0127'HIGHWAY.
 GX0127
 GX0127                          STATION RECOVERY (1983)
 GX0127
 GX0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0127'MARK NOT FOUND.
 GX0127
 GX0127                          STATION RECOVERY (1988)
 GX0127
 GX0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GX0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1020 ***********************************************************************
 GX1020  DESIGNATION -  U 216
 GX1020  PID         -  GX1020
 GX1020  STATE/COUNTY-  WV/GREENBRIER
 GX1020  USGS QUAD   -  ASBURY (1979)
 GX1020
 GX1020                         *CURRENT SURVEY CONTROL
 GX1020  ___________________________________________________________________
 GX1020* NAD 83(1986)-  37 48 56.     (N)    080 35 02.     (W)     SCALED    
 GX1020* NAVD 88     -       547.837  (meters)    1797.36   (feet)  ADJUSTED  
 GX1020  ___________________________________________________________________
 GX1020  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX1020  DYNAMIC HT  -         547.389 (meters)    1795.89  (feet)  COMP
 GX1020  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 GX1020
 GX1020  VERT ORDER  -  SECOND    CLASS 0
 GX1020
 GX1020.The horizontal coordinates were scaled from a topographic map and have
 GX1020.an estimated accuracy of +/- 6 seconds.
 GX1020
 GX1020.The orthometric height was determined by differential leveling
 GX1020.and adjusted by the National Geodetic Survey in June 1991..
 GX1020
 GX1020.The geoid height was determined by GEOID03.
 GX1020
 GX1020.The dynamic height is computed by dividing the NAVD 88
 GX1020.geopotential number by the normal gravity value computed on the
 GX1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1020.degrees latitude (g = 980.6199 gals.).
 GX1020
 GX1020.The modeled gravity was interpolated from observed gravity values.
 GX1020
 GX1020;                    North         East    Units  Estimated Accuracy
 GX1020;SPC WV S     -    90,600.      636,640.      MT  (+/- 180 meters Scaled)
 GX1020
 GX1020                          SUPERSEDED SURVEY CONTROL
 GX1020
 GX1020  NGVD 29 (??/??/92)  547.995  (m)         1797.88   (f) ADJ UNCH    2 0
 GX1020
 GX1020.Superseded values are not recommended for survey control.
 GX1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1020.See file dsdata.txt to determine how the superseded data were derived.
 GX1020
 GX1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB366854(NAD 83)
 GX1020_MARKER: DB = BENCH MARK DISK
 GX1020_SETTING: 66 = SET IN ROCK OUTCROP
 GX1020_SP_SET: ROCK
 GX1020_STAMPING: U 216 1961
 GX1020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1020+STABILITY: POSITION/ELEVATION WELL
 GX1020
 GX1020  HISTORY     - Date     Condition        Report By
 GX1020  HISTORY     - 1961     MONUMENTED       CGS
 GX1020
 GX1020                          STATION DESCRIPTION
 GX1020
 GX1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1020'1.9 MI SW FROM ASBURY.
 GX1020'ABOUT 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE WEST
 GX1020'POINT BAPTIST CHURCH AT ASBURY, THENCE 1.25 MILES WEST ALONG
 GX1020'COUNTY ROAD NO. 31, 30 YARDS NORTHWEST OF THE JUNCTION OF A DRIVE
 GX1020'LEADING SOUTHWEST TO A 1 1/2 STORY WHITE FRAME HOUSE, SET
 GX1020'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK THAT IS 40 FEET LONG
 GX1020'AND 4 FEET HIGH, 21 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 GX1020'18 FEET NORTHWEST OF THE SOUTHEAST END OF THE ROCK AND 4 1/2 FEET
 GX1020'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1038 ***********************************************************************
 GX1038  DESIGNATION -  U 217
 GX1038  PID         -  GX1038
 GX1038  STATE/COUNTY-  WV/GREENBRIER
 GX1038  USGS QUAD   -  ASBURY (1979)
 GX1038
 GX1038                         *CURRENT SURVEY CONTROL
 GX1038  ___________________________________________________________________
 GX1038* NAD 83(1986)-  37 52 11.     (N)    080 32 30.     (W)     SCALED    
 GX1038* NAVD 88     -       747.411  (meters)    2452.13   (feet)  ADJUSTED  
 GX1038  ___________________________________________________________________
 GX1038  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX1038  DYNAMIC HT  -         746.781 (meters)    2450.06  (feet)  COMP
 GX1038  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 GX1038
 GX1038  VERT ORDER  -  SECOND    CLASS 0
 GX1038
 GX1038.The horizontal coordinates were scaled from a topographic map and have
 GX1038.an estimated accuracy of +/- 6 seconds.
 GX1038
 GX1038.The orthometric height was determined by differential leveling
 GX1038.and adjusted by the National Geodetic Survey in June 1991..
 GX1038
 GX1038.The geoid height was determined by GEOID03.
 GX1038
 GX1038.The dynamic height is computed by dividing the NAVD 88
 GX1038.geopotential number by the normal gravity value computed on the
 GX1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1038.degrees latitude (g = 980.6199 gals.).
 GX1038
 GX1038.The modeled gravity was interpolated from observed gravity values.
 GX1038
 GX1038;                    North         East    Units  Estimated Accuracy
 GX1038;SPC WV S     -    96,630.      640,330.      MT  (+/- 180 meters Scaled)
 GX1038
 GX1038                          SUPERSEDED SURVEY CONTROL
 GX1038
 GX1038  NGVD 29 (??/??/92)  747.559  (m)         2452.62   (f) ADJ UNCH    2 0
 GX1038
 GX1038.Superseded values are not recommended for survey control.
 GX1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1038.See file dsdata.txt to determine how the superseded data were derived.
 GX1038
 GX1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB403914(NAD 83)
 GX1038_MARKER: DB = BENCH MARK DISK
 GX1038_SETTING: 66 = SET IN ROCK OUTCROP
 GX1038_SP_SET: ROCK LEDGE
 GX1038_STAMPING: U 217 1961
 GX1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1038+STABILITY: POSITION/ELEVATION WELL
 GX1038
 GX1038  HISTORY     - Date     Condition        Report By
 GX1038  HISTORY     - 1961     MONUMENTED       CGS
 GX1038
 GX1038                          STATION DESCRIPTION
 GX1038
 GX1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1038'9.2 MI NW FROM LEWISBURG.
 GX1038'ABOUT 9.2 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX1038'OFFICE AT LEWISBURG, ON THE NORTHEAST SLOPE OF A MOUNTAIN, NEAR
 GX1038'THE JUNCTION OF STATE HIGHWAY 12, SET ON THE TOP OF A ROCK LEDGE
 GX1038'THAT IS 20 FEET LONG AND 3 FEET HIGH, 82 YARDS EAST OF THE
 GX1038'JUNCTION OF U.S. HIGHWAY 60 AND THE STATE HIGHWAY, 18 FEET SOUTH
 GX1038'OF THE CENTER LINE OF U.S. HIGHWAY 60, 3 FEET EAST OF THE WEST
 GX1038'END OF THE LEDGE, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX1038'NOTE-- THIS MARK MAY BE REACHED FROM THE METHODIST CHURCH AT
 GX1038'CLINTONVILLE BY GOING 4.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 60
 GX1038'TO THE JUNCTION OF STATE HIGHWAY 12, THENCE 82 YARDS EAST ALONG
 GX1038'U.S. HIGHWAY 60 TO BENCH MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1992 ***********************************************************************
 HX1992  DESIGNATION -  U 218
 HX1992  PID         -  HX1992
 HX1992  STATE/COUNTY-  WV/FAYETTE
 HX1992  USGS QUAD   -  FAYETTEVILLE (1976)
 HX1992
 HX1992                         *CURRENT SURVEY CONTROL
 HX1992  ___________________________________________________________________
 HX1992* NAD 83(1986)-  38 07 09.     (N)    081 06 40.     (W)     SCALED    
 HX1992* NAVD 88     -       278.030  (meters)     912.17   (feet)  ADJUSTED  
 HX1992  ___________________________________________________________________
 HX1992  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HX1992  DYNAMIC HT  -         277.822 (meters)     911.49  (feet)  COMP
 HX1992  MODELED GRAV-     979,873.6   (mgal)                       NAVD 88
 HX1992
 HX1992  VERT ORDER  -  SECOND    CLASS 0
 HX1992
 HX1992.The horizontal coordinates were scaled from a topographic map and have
 HX1992.an estimated accuracy of +/- 6 seconds.
 HX1992
 HX1992.The orthometric height was determined by differential leveling
 HX1992.and adjusted by the National Geodetic Survey in June 1991..
 HX1992
 HX1992.The geoid height was determined by GEOID03.
 HX1992
 HX1992.The dynamic height is computed by dividing the NAVD 88
 HX1992.geopotential number by the normal gravity value computed on the
 HX1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1992.degrees latitude (g = 980.6199 gals.).
 HX1992
 HX1992.The modeled gravity was interpolated from observed gravity values.
 HX1992
 HX1992;                    North         East    Units  Estimated Accuracy
 HX1992;SPC WV S     -   124,220.      590,260.      MT  (+/- 180 meters Scaled)
 HX1992
 HX1992                          SUPERSEDED SURVEY CONTROL
 HX1992
 HX1992  NGVD 29 (??/??/92)  278.207  (m)          912.75   (f) ADJ UNCH    2 0
 HX1992
 HX1992.Superseded values are not recommended for survey control.
 HX1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1992.See file dsdata.txt to determine how the superseded data were derived.
 HX1992
 HX1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC902190(NAD 83)
 HX1992_MARKER: DB = BENCH MARK DISK
 HX1992_SETTING: 66 = SET IN ROCK OUTCROP
 HX1992_SP_SET: ROCK OUTCROP
 HX1992_STAMPING: U 218 1961
 HX1992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1992+STABILITY: POSITION/ELEVATION WELL
 HX1992
 HX1992  HISTORY     - Date     Condition        Report By
 HX1992  HISTORY     - 1961     MONUMENTED       CGS
 HX1992
 HX1992                          STATION DESCRIPTION
 HX1992
 HX1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1992'2 MI SW FROM ANSTED.
 HX1992'ABOUT 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1992'HIGH SCHOOL AT ANSTED, THENCE 1.7 MILES SOUTHWEST ALONG A ROCK
 HX1992'ROAD THAT FOLLOWS ALONG THE BLUFF TO HAWKS NEST, ABOUT 0.6 MILE
 HX1992'NORTHEAST OF THE CHESAPEAKE AND OHIO RAILWAY BRIDGE OVER NEW
 HX1992'RIVER, SET VERTICALLY IN THE SOUTH FACE OF A LARGE ROCK, 6 FEET
 HX1992'NORTH OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET ABOVE THE LEVEL
 HX1992'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1123 ***********************************************************************
 HX1123  DESIGNATION -  U 219
 HX1123  PID         -  HX1123
 HX1123  STATE/COUNTY-  WV/NICHOLAS
 HX1123  USGS QUAD   -  LOCKWOOD (1976)
 HX1123
 HX1123                         *CURRENT SURVEY CONTROL
 HX1123  ___________________________________________________________________
 HX1123* NAD 83(1986)-  38 15 53.     (N)    081 00 00.     (W)     SCALED    
 HX1123* NAVD 88     -       355.166  (meters)    1165.24   (feet)  ADJUSTED  
 HX1123  ___________________________________________________________________
 HX1123  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HX1123  DYNAMIC HT  -         354.908 (meters)    1164.39  (feet)  COMP
 HX1123  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 HX1123
 HX1123  VERT ORDER  -  SECOND    CLASS 0
 HX1123
 HX1123.The horizontal coordinates were scaled from a topographic map and have
 HX1123.an estimated accuracy of +/- 6 seconds.
 HX1123
 HX1123.The orthometric height was determined by differential leveling
 HX1123.and adjusted by the National Geodetic Survey in June 1991..
 HX1123
 HX1123.The geoid height was determined by GEOID03.
 HX1123
 HX1123.The dynamic height is computed by dividing the NAVD 88
 HX1123.geopotential number by the normal gravity value computed on the
 HX1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1123.degrees latitude (g = 980.6199 gals.).
 HX1123
 HX1123.The modeled gravity was interpolated from observed gravity values.
 HX1123
 HX1123;                    North         East    Units  Estimated Accuracy
 HX1123;SPC WV S     -   140,370.      600,000.      MT  (+/- 180 meters Scaled)
 HX1123
 HX1123                          SUPERSEDED SURVEY CONTROL
 HX1123
 HX1123  NGVD 29 (??/??/92)  355.347  (m)         1165.83   (f) ADJ UNCH    2 0
 HX1123
 HX1123.Superseded values are not recommended for survey control.
 HX1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1123.See file dsdata.txt to determine how the superseded data were derived.
 HX1123
 HX1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC000351(NAD 83)
 HX1123_MARKER: DB = BENCH MARK DISK
 HX1123_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1123_SP_SET: UNSPECIFIED ROCK
 HX1123_STAMPING: U 219 1961
 HX1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1123
 HX1123  HISTORY     - Date     Condition        Report By
 HX1123  HISTORY     - 1961     MONUMENTED       CGS
 HX1123
 HX1123                          STATION DESCRIPTION
 HX1123
 HX1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1123'0.5 MI S FROM DRENNEN.
 HX1123'ABOUT 0.5 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HX1123'OF STATE HIGHWAY 39 AT DRENNEN, SET VERTICALLY IN THE WEST FACE
 HX1123'OF A 21-BY-3 FOOT ROCK THAT IS AT THE INSIDE OF A LONG CURVE,
 HX1123'20 FEET EAST OF THE CENTER LINE OF THE ROAD, 62 YARDS SOUTH
 HX1123'OF THE CENTER LINE OF A DRIVE TO A WHITE WOODEN FRAME HOUSE,
 HX1123'8 FEET NORTHEAST OF TELEPHONE POLE NO. 12, 2 FEET ABOVE THE LEVEL
 HX1123'OF THE GROUND AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0052 ***********************************************************************
 JX0052  DESIGNATION -  U 22
 JX0052  PID         -  JX0052
 JX0052  STATE/COUNTY-  WV/WETZEL
 JX0052  USGS QUAD   -  HUNDRED (1976)
 JX0052
 JX0052                         *CURRENT SURVEY CONTROL
 JX0052  ___________________________________________________________________
 JX0052* NAD 83(1986)-  39 39 53.     (N)    080 25 56.     (W)     SCALED    
 JX0052* NAVD 88     -       324.973  (meters)    1066.18   (feet)  ADJUSTED  
 JX0052  ___________________________________________________________________
 JX0052  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JX0052  DYNAMIC HT  -         324.782 (meters)    1065.56  (feet)  COMP
 JX0052  MODELED GRAV-     980,031.6   (mgal)                       NAVD 88
 JX0052
 JX0052  VERT ORDER  -  FIRST     CLASS II
 JX0052
 JX0052.The horizontal coordinates were scaled from a topographic map and have
 JX0052.an estimated accuracy of +/- 6 seconds.
 JX0052
 JX0052.The orthometric height was determined by differential leveling
 JX0052.and adjusted by the National Geodetic Survey in June 1991..
 JX0052
 JX0052.The geoid height was determined by GEOID03.
 JX0052
 JX0052.The dynamic height is computed by dividing the NAVD 88
 JX0052.geopotential number by the normal gravity value computed on the
 JX0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0052.degrees latitude (g = 980.6199 gals.).
 JX0052
 JX0052.The modeled gravity was interpolated from observed gravity values.
 JX0052
 JX0052;                    North         East    Units  Estimated Accuracy
 JX0052;SPC WV N     -   129,720.      520,010.      MT  (+/- 180 meters Scaled)
 JX0052
 JX0052                          SUPERSEDED SURVEY CONTROL
 JX0052
 JX0052  NGVD 29 (??/??/92)  325.121  (m)         1066.67   (f) ADJ UNCH    1 2
 JX0052
 JX0052.Superseded values are not recommended for survey control.
 JX0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0052.See file dsdata.txt to determine how the superseded data were derived.
 JX0052
 JX0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND487907(NAD 83)
 JX0052_MARKER: DB = BENCH MARK DISK
 JX0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0052_STAMPING: U 22 1935
 JX0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0052+STABILITY: SURFACE MOTION
 JX0052
 JX0052  HISTORY     - Date     Condition        Report By
 JX0052  HISTORY     - 1935     MONUMENTED       CGS
 JX0052  HISTORY     - 1957     POOR             USGS
 JX0052
 JX0052                          STATION DESCRIPTION
 JX0052
 JX0052'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JX0052'AT BURTON.
 JX0052'AT BURTON, WETZEL COUNTY, 60 FEET NORTHWEST OF THE BALTIMORE AND
 JX0052'OHIO RAILROAD STATION, 22 FEET NORTHEAST OF THE NORTHEAST RAIL
 JX0052'OF THE MAIN TRACK, AND 18 FEET SOUTHEAST OF THE END OF A
 JX0052'STOCK-LOADING CHUTE.  A STANDARD DISK, STAMPED U 22 1935 AND
 JX0052'SET IN THE TOP OF A CONCRETE POST.  THIS MARK SHOULD BE USED WITH
 JX0052'CAUTION.  LARGE LOGS ARE LOADED AND UNLOADED FROM TRUCKS TO THE
 JX0052'TRAIN AND THE LOGS ARE PILED ON THIS POST.  THE POST APPEARS TO
 JX0052'HAVE BEEN HIT BE TRUCKS ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1077 ***********************************************************************
 HX1077  DESIGNATION -  U 220
 HX1077  PID         -  HX1077
 HX1077  STATE/COUNTY-  WV/NICHOLAS
 HX1077  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1077
 HX1077                         *CURRENT SURVEY CONTROL
 HX1077  ___________________________________________________________________
 HX1077* NAD 83(1986)-  38 17 08.     (N)    080 51 30.     (W)     SCALED    
 HX1077* NAVD 88     -       550.437  (meters)    1805.89   (feet)  ADJUSTED  
 HX1077  ___________________________________________________________________
 HX1077  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 HX1077  DYNAMIC HT  -         550.020 (meters)    1804.52  (feet)  COMP
 HX1077  MODELED GRAV-     979,853.7   (mgal)                       NAVD 88
 HX1077
 HX1077  VERT ORDER  -  SECOND    CLASS 0
 HX1077
 HX1077.The horizontal coordinates were scaled from a topographic map and have
 HX1077.an estimated accuracy of +/- 6 seconds.
 HX1077
 HX1077.The orthometric height was determined by differential leveling
 HX1077.and adjusted by the National Geodetic Survey in June 1991..
 HX1077
 HX1077.The geoid height was determined by GEOID03.
 HX1077
 HX1077.The dynamic height is computed by dividing the NAVD 88
 HX1077.geopotential number by the normal gravity value computed on the
 HX1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1077.degrees latitude (g = 980.6199 gals.).
 HX1077
 HX1077.The modeled gravity was interpolated from observed gravity values.
 HX1077
 HX1077;                    North         East    Units  Estimated Accuracy
 HX1077;SPC WV S     -   142,690.      612,390.      MT  (+/- 180 meters Scaled)
 HX1077
 HX1077                          SUPERSEDED SURVEY CONTROL
 HX1077
 HX1077  NGVD 29 (??/??/92)  550.594  (m)         1806.41   (f) ADJ UNCH    2 0
 HX1077
 HX1077.Superseded values are not recommended for survey control.
 HX1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1077.See file dsdata.txt to determine how the superseded data were derived.
 HX1077
 HX1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC123375(NAD 83)
 HX1077_MARKER: DB = BENCH MARK DISK
 HX1077_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1077_SP_SET: UNSPECIFIED ROCK
 HX1077_STAMPING: U 220 1961
 HX1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1077
 HX1077  HISTORY     - Date     Condition        Report By
 HX1077  HISTORY     - 1961     MONUMENTED       CGS
 HX1077
 HX1077                          STATION DESCRIPTION
 HX1077
 HX1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1077'0.6 MI NW FROM SUMMERSVILLE.
 HX1077'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE
 HX1077'COURTHOUSE AT SUMMERSVILLE, DIRECTLY IN FRONT AND ACROSS THE
 HX1077'HIGHWAY FROM THE SEBERTS ESSO SERVICE STATION, SET VERTICALLY
 HX1077'IN THE NORTHEAST FACE OF A 18-BY-3-FOOT ROCK AT THE INSIDE OF A
 HX1077'CURVE, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 66
 HX1077'FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF
 HX1077'THE STATION, 120 FEET SOUTHEAST OF A LONE 48 INCH WHITE OAK TREE
 HX1077'WHICH IS ON THE SOUTHWEST SHOULDER OF THE HIGHWAY, 10 FEET
 HX1077'SOUTHEAST OF THE NORTHWEST END OF THE ROCK AND 1 FOOT ABOVE
 HX1077'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1176 ***********************************************************************
 HX1176  DESIGNATION -  U 221
 HX1176  PID         -  HX1176
 HX1176  STATE/COUNTY-  WV/FAYETTE
 HX1176  USGS QUAD   -  WINONA (1976)
 HX1176
 HX1176                         *CURRENT SURVEY CONTROL
 HX1176  ___________________________________________________________________
 HX1176* NAD 83(1986)-  38 05 58.     (N)    080 52 57.     (W)     SCALED    
 HX1176* NAVD 88     -       579.579  (meters)    1901.50   (feet)  ADJUSTED  
 HX1176  ___________________________________________________________________
 HX1176  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HX1176  DYNAMIC HT  -         579.126 (meters)    1900.02  (feet)  COMP
 HX1176  MODELED GRAV-     979,828.6   (mgal)                       NAVD 88
 HX1176
 HX1176  VERT ORDER  -  SECOND    CLASS 0
 HX1176
 HX1176.The horizontal coordinates were scaled from a topographic map and have
 HX1176.an estimated accuracy of +/- 6 seconds.
 HX1176
 HX1176.The orthometric height was determined by differential leveling
 HX1176.and adjusted by the National Geodetic Survey in June 1991..
 HX1176
 HX1176.The geoid height was determined by GEOID03.
 HX1176
 HX1176.The dynamic height is computed by dividing the NAVD 88
 HX1176.geopotential number by the normal gravity value computed on the
 HX1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1176.degrees latitude (g = 980.6199 gals.).
 HX1176
 HX1176.The modeled gravity was interpolated from observed gravity values.
 HX1176
 HX1176;                    North         East    Units  Estimated Accuracy
 HX1176;SPC WV S     -   122,030.      610,310.      MT  (+/- 180 meters Scaled)
 HX1176
 HX1176                          SUPERSEDED SURVEY CONTROL
 HX1176
 HX1176  NGVD 29 (??/??/92)  579.740  (m)         1902.03   (f) ADJ UNCH    2 0
 HX1176
 HX1176.Superseded values are not recommended for survey control.
 HX1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1176.See file dsdata.txt to determine how the superseded data were derived.
 HX1176
 HX1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC103168(NAD 83)
 HX1176_MARKER: DB = BENCH MARK DISK
 HX1176_SETTING: 66 = SET IN ROCK OUTCROP
 HX1176_SP_SET: ROCK CUT
 HX1176_STAMPING: U 221 1961
 HX1176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1176+STABILITY: POSITION/ELEVATION WELL
 HX1176
 HX1176  HISTORY     - Date     Condition        Report By
 HX1176  HISTORY     - 1961     MONUMENTED       CGS
 HX1176
 HX1176                          STATION DESCRIPTION
 HX1176
 HX1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1176'0.6 MI S FROM NALLEN.
 HX1176'ABOUT 0.65 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE CENTER OF
 HX1176'THE BRIDGE OVER MEADOW RIVER AT NALLEN, SET VERTICALLY IN THE
 HX1176'EAST FACE OF A ROCK CUT THAT IS ABOUT 90 YARDS LONG AND 15 FEET
 HX1176'HIGH, AT THE INSIDE OF A CURVE, 18 FEET WEST OF THE CENTER LINE
 HX1176'OF THE HIGHWAY, 120 FEET SOUTH OF THE NORTH END OF THE CUT AND
 HX1176'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2010 ***********************************************************************
 HX2010  DESIGNATION -  U 222
 HX2010  PID         -  HX2010
 HX2010  STATE/COUNTY-  WV/FAYETTE
 HX2010  USGS QUAD   -  FAYETTEVILLE (1976)
 HX2010
 HX2010                         *CURRENT SURVEY CONTROL
 HX2010  ___________________________________________________________________
 HX2010* NAD 83(1986)-  38 04 08.     (N)    081 04 27.     (W)     SCALED    
 HX2010* NAVD 88     -       494.565  (meters)    1622.59   (feet)  ADJUSTED  
 HX2010  ___________________________________________________________________
 HX2010  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HX2010  DYNAMIC HT  -         494.182 (meters)    1621.33  (feet)  COMP
 HX2010  MODELED GRAV-     979,838.9   (mgal)                       NAVD 88
 HX2010
 HX2010  VERT ORDER  -  SECOND    CLASS 0
 HX2010
 HX2010.The horizontal coordinates were scaled from a topographic map and have
 HX2010.an estimated accuracy of +/- 6 seconds.
 HX2010
 HX2010.The orthometric height was determined by differential leveling
 HX2010.and adjusted by the National Geodetic Survey in June 1991..
 HX2010
 HX2010.The geoid height was determined by GEOID03.
 HX2010
 HX2010.The dynamic height is computed by dividing the NAVD 88
 HX2010.geopotential number by the normal gravity value computed on the
 HX2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2010.degrees latitude (g = 980.6199 gals.).
 HX2010
 HX2010.The modeled gravity was interpolated from observed gravity values.
 HX2010
 HX2010;                    North         East    Units  Estimated Accuracy
 HX2010;SPC WV S     -   118,640.      593,490.      MT  (+/- 180 meters Scaled)
 HX2010
 HX2010                          SUPERSEDED SURVEY CONTROL
 HX2010
 HX2010  NGVD 29 (??/??/92)  494.738  (m)         1623.15   (f) ADJ UNCH    2 0
 HX2010
 HX2010.Superseded values are not recommended for survey control.
 HX2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2010.See file dsdata.txt to determine how the superseded data were derived.
 HX2010
 HX2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC934134(NAD 83)
 HX2010_MARKER: DB = BENCH MARK DISK
 HX2010_SETTING: 66 = SET IN ROCK OUTCROP
 HX2010_SP_SET: ROCK CUT
 HX2010_STAMPING: U 222 1961
 HX2010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2010+STABILITY: POSITION/ELEVATION WELL
 HX2010
 HX2010  HISTORY     - Date     Condition        Report By
 HX2010  HISTORY     - 1961     MONUMENTED       CGS
 HX2010
 HX2010                          STATION DESCRIPTION
 HX2010
 HX2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2010'2.3 MI NE FROM FAYETTE.
 HX2010'ABOUT 2.3 MILES NORTHEAST ALONG STATE HIGHWAY 82 FROM THE
 HX2010'NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE NEW RIVER AT FAYETTE,
 HX2010'0.1 MILE NORTHWEST OF THE JUNCTION OF A GRADED ROAD LEADING
 HX2010'NORTHEAST, SET VERTICALLY IN THE SOUTHWEST FACE OF A LARGE
 HX2010'ROCK CUT WHICH IS AT THE INSIDE OF A CURVE, 17 FEET NORTHEAST
 HX2010'OF THE CENTER LINE OF THE HIGHWAY, 20 FEET NORTH OF THE
 HX2010'APPROXIMATE CENTER OF THE CURVE AND 4 FEET ABOVE THE LEVEL OF THE
 HX2010'HIGHWAY.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT
 HX2010'LANSING BY GOING SOUTHWESTERLY 0.6 MILE TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1433 ***********************************************************************
 HX1433  DESIGNATION -  U 223
 HX1433  PID         -  HX1433
 HX1433  STATE/COUNTY-  WV/FAYETTE
 HX1433  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1433
 HX1433                         *CURRENT SURVEY CONTROL
 HX1433  ___________________________________________________________________
 HX1433* NAD 83(1986)-  38 11 41.     (N)    080 58 58.     (W)     SCALED    
 HX1433* NAVD 88     -       536.071  (meters)    1758.76   (feet)  ADJUSTED  
 HX1433  ___________________________________________________________________
 HX1433  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HX1433  DYNAMIC HT  -         535.672 (meters)    1757.45  (feet)  COMP
 HX1433  MODELED GRAV-     979,868.3   (mgal)                       NAVD 88
 HX1433
 HX1433  VERT ORDER  -  SECOND    CLASS 0
 HX1433
 HX1433.The horizontal coordinates were scaled from a topographic map and have
 HX1433.an estimated accuracy of +/- 6 seconds.
 HX1433
 HX1433.The orthometric height was determined by differential leveling
 HX1433.and adjusted by the National Geodetic Survey in June 1991..
 HX1433
 HX1433.The geoid height was determined by GEOID03.
 HX1433
 HX1433.The dynamic height is computed by dividing the NAVD 88
 HX1433.geopotential number by the normal gravity value computed on the
 HX1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1433.degrees latitude (g = 980.6199 gals.).
 HX1433
 HX1433.The modeled gravity was interpolated from observed gravity values.
 HX1433
 HX1433;                    North         East    Units  Estimated Accuracy
 HX1433;SPC WV S     -   132,600.      601,510.      MT  (+/- 180 meters Scaled)
 HX1433
 HX1433                          SUPERSEDED SURVEY CONTROL
 HX1433
 HX1433  NGVD 29 (??/??/92)  536.254  (m)         1759.36   (f) ADJ UNCH    2 0
 HX1433
 HX1433.Superseded values are not recommended for survey control.
 HX1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1433.See file dsdata.txt to determine how the superseded data were derived.
 HX1433
 HX1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC015274(NAD 83)
 HX1433_MARKER: DB = BENCH MARK DISK
 HX1433_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1433_SP_SET: UNSPECIFIED ROCK
 HX1433_STAMPING: U 223 1961
 HX1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1433
 HX1433  HISTORY     - Date     Condition        Report By
 HX1433  HISTORY     - 1961     MONUMENTED       CGS
 HX1433
 HX1433                          STATION DESCRIPTION
 HX1433
 HX1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1433'4.6 MI NE FROM RAMSEY.
 HX1433'ABOUT 3.95 MILES NORTHEAST ALONG A BLACK TOP AND GRADED ROAD
 HX1433'FROM THE POST OFFICE AT RAMSEY, THENCE 0.7 MILE SOUTHEAST ALONG
 HX1433'AN ABANDONED ROAD LEADING TO THE ABANDONED CARNIFEX FERRY
 HX1433'CROSSING, AT THE INSIDE OF A CURVE, SET VERTICALLY IN THE NORTH
 HX1433'FACE OF A 15-BY-2-FOOT ROCK THAT PROJECTS OUT OF THE SOUTH ROAD
 HX1433'BANK, ON THE WEST SIDE OF A LONG SLOPING HILL, 7 FEET SOUTH
 HX1433'OF THE CENTER LINE OF THE ROAD BED, 40 FEET EAST OF THE
 HX1433'APPROXIMATE CENTER OF A CURVE, 3 FEET EAST OF THE EAST END OF THE
 HX1433'ROCK AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1098 ***********************************************************************
 HX1098  DESIGNATION -  U 224
 HX1098  PID         -  HX1098
 HX1098  STATE/COUNTY-  WV/NICHOLAS
 HX1098  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1098
 HX1098                         *CURRENT SURVEY CONTROL
 HX1098  ___________________________________________________________________
 HX1098* NAD 83(1986)-  38 18 04.     (N)    080 47 45.     (W)     SCALED    
 HX1098* NAVD 88     -       634.277  (meters)    2080.96   (feet)  ADJUSTED  
 HX1098  ___________________________________________________________________
 HX1098  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HX1098  DYNAMIC HT  -         633.792 (meters)    2079.37  (feet)  COMP
 HX1098  MODELED GRAV-     979,842.7   (mgal)                       NAVD 88
 HX1098
 HX1098  VERT ORDER  -  SECOND    CLASS 0
 HX1098
 HX1098.The horizontal coordinates were scaled from a topographic map and have
 HX1098.an estimated accuracy of +/- 6 seconds.
 HX1098
 HX1098.The orthometric height was determined by differential leveling
 HX1098.and adjusted by the National Geodetic Survey in June 1991..
 HX1098
 HX1098.The geoid height was determined by GEOID03.
 HX1098
 HX1098.The dynamic height is computed by dividing the NAVD 88
 HX1098.geopotential number by the normal gravity value computed on the
 HX1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1098.degrees latitude (g = 980.6199 gals.).
 HX1098
 HX1098.The modeled gravity was interpolated from observed gravity values.
 HX1098
 HX1098;                    North         East    Units  Estimated Accuracy
 HX1098;SPC WV S     -   144,430.      617,860.      MT  (+/- 180 meters Scaled)
 HX1098
 HX1098                          SUPERSEDED SURVEY CONTROL
 HX1098
 HX1098  NGVD 29 (??/??/92)  634.430  (m)         2081.46   (f) ADJ UNCH    2 0
 HX1098
 HX1098.Superseded values are not recommended for survey control.
 HX1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1098.See file dsdata.txt to determine how the superseded data were derived.
 HX1098
 HX1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC178392(NAD 83)
 HX1098_MARKER: DB = BENCH MARK DISK
 HX1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1098_STAMPING: U 224 1961
 HX1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1098+STABILITY: SURFACE MOTION
 HX1098
 HX1098  HISTORY     - Date     Condition        Report By
 HX1098  HISTORY     - 1961     MONUMENTED       CGS
 HX1098
 HX1098                          STATION DESCRIPTION
 HX1098
 HX1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1098'4.6 MI NE FROM SUMMERSVILLE.
 HX1098'ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1098'AT SUMMERSVILLE, THENCE 3.35 MILES EAST ALONG A GRADED ROAD,
 HX1098'ABANDONED OLD WEBSTER ROAD AND A GRADED AND BLACK TOP ROAD, 0.5
 HX1098'MILE EAST OF THE JUNCTION OF A GRADED ROAD LEADING NORTH TO
 HX1098'STATE HIGHWAY 41, NEAR THE JUNCTION OF A GRADED ROAD LEADING
 HX1098'SOUTH, 17 FEET NORTH OF THE CENTER LINE OF BLACK TOP ROAD, 62
 HX1098'FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 2 FEET EAST OF A
 HX1098'FENCE CORNER, 4 1/2 FEET EAST OF POWER LINE POLE NO. 68395, 2
 HX1098'FEET WEST OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE
 HX1098'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 HX1098'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1230 ***********************************************************************
 HX1230  DESIGNATION -  U 225
 HX1230  PID         -  HX1230
 HX1230  STATE/COUNTY-  WV/NICHOLAS
 HX1230  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1230
 HX1230                         *CURRENT SURVEY CONTROL
 HX1230  ___________________________________________________________________
 HX1230* NAD 83(1986)-  38 15 45.     (N)    080 46 34.     (W)     SCALED    
 HX1230* NAVD 88     -       672.390  (meters)    2206.00   (feet)  ADJUSTED  
 HX1230  ___________________________________________________________________
 HX1230  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HX1230  DYNAMIC HT  -         671.868 (meters)    2204.29  (feet)  COMP
 HX1230  MODELED GRAV-     979,830.7   (mgal)                       NAVD 88
 HX1230
 HX1230  VERT ORDER  -  SECOND    CLASS 0
 HX1230
 HX1230.The horizontal coordinates were scaled from a topographic map and have
 HX1230.an estimated accuracy of +/- 6 seconds.
 HX1230
 HX1230.The orthometric height was determined by differential leveling
 HX1230.and adjusted by the National Geodetic Survey in June 1991..
 HX1230
 HX1230.The geoid height was determined by GEOID03.
 HX1230
 HX1230.The dynamic height is computed by dividing the NAVD 88
 HX1230.geopotential number by the normal gravity value computed on the
 HX1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1230.degrees latitude (g = 980.6199 gals.).
 HX1230
 HX1230.The modeled gravity was interpolated from observed gravity values.
 HX1230
 HX1230;                    North         East    Units  Estimated Accuracy
 HX1230;SPC WV S     -   140,150.      619,590.      MT  (+/- 180 meters Scaled)
 HX1230
 HX1230                          SUPERSEDED SURVEY CONTROL
 HX1230
 HX1230  NGVD 29 (??/??/92)  672.544  (m)         2206.50   (f) ADJ UNCH    2 0
 HX1230
 HX1230.Superseded values are not recommended for survey control.
 HX1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1230.See file dsdata.txt to determine how the superseded data were derived.
 HX1230
 HX1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC195349(NAD 83)
 HX1230_MARKER: DB = BENCH MARK DISK
 HX1230_SETTING: 66 = SET IN ROCK OUTCROP
 HX1230_SP_SET: ROCK LEDGE
 HX1230_STAMPING: U 225 1961
 HX1230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1230+STABILITY: POSITION/ELEVATION WELL
 HX1230
 HX1230  HISTORY     - Date     Condition        Report By
 HX1230  HISTORY     - 1961     MONUMENTED       CGS
 HX1230
 HX1230                          STATION DESCRIPTION
 HX1230
 HX1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1230'5.6 MI SE FROM SUMMERSVILLE.
 HX1230'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE AT
 HX1230'SUMMERSVILLE, THENCE 5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 39,
 HX1230'0.15 MILE NORTH OF THE CANVAS GRADE SCHOOL, 0.4 MILE SOUTH OF THE
 HX1230'JUNCTION OF A BLACK TOP ROAD AT CANVAS, SET ON THE TOP OF A
 HX1230'6-BY-1-FOOT LEDGE OF ROCK, 22 FEET WEST OF THE CENTER LINE OF
 HX1230'THE HIGHWAY, 68 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM
 HX1230'TELEPHONE POLE NO. 39-130, 185 FEET SOUTH OF THE SOUTH END OF THE
 HX1230'WEST STONE HEADWALL OF A 30-INCH PIPE CULVERT UNDER THE HIGHWAY,
 HX1230'1 FOOT WEST OF THE EAST EDGE OF THE ROCK AND 4 FEET ABOVE THE LEVEL
 HX1230'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1036 ***********************************************************************
 HX1036  DESIGNATION -  U 226
 HX1036  PID         -  HX1036
 HX1036  STATE/COUNTY-  WV/NICHOLAS
 HX1036  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1036
 HX1036                         *CURRENT SURVEY CONTROL
 HX1036  ___________________________________________________________________
 HX1036* NAD 83(1986)-  38 21 31.     (N)    080 36 38.     (W)     SCALED    
 HX1036* NAVD 88     -       616.303  (meters)    2021.99   (feet)  ADJUSTED  
 HX1036  ___________________________________________________________________
 HX1036  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX1036  DYNAMIC HT  -         615.831 (meters)    2020.44  (feet)  COMP
 HX1036  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 HX1036
 HX1036  VERT ORDER  -  SECOND    CLASS 0
 HX1036
 HX1036.The horizontal coordinates were scaled from a topographic map and have
 HX1036.an estimated accuracy of +/- 6 seconds.
 HX1036
 HX1036.The orthometric height was determined by differential leveling
 HX1036.and adjusted by the National Geodetic Survey in June 1991..
 HX1036
 HX1036.The geoid height was determined by GEOID03.
 HX1036
 HX1036.The dynamic height is computed by dividing the NAVD 88
 HX1036.geopotential number by the normal gravity value computed on the
 HX1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1036.degrees latitude (g = 980.6199 gals.).
 HX1036
 HX1036.The modeled gravity was interpolated from observed gravity values.
 HX1036
 HX1036;                    North         East    Units  Estimated Accuracy
 HX1036;SPC WV S     -   150,860.      634,040.      MT  (+/- 180 meters Scaled)
 HX1036
 HX1036                          SUPERSEDED SURVEY CONTROL
 HX1036
 HX1036  NGVD 29 (??/??/92)  616.453  (m)         2022.48   (f) ADJ UNCH    2 0
 HX1036
 HX1036.Superseded values are not recommended for survey control.
 HX1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1036.See file dsdata.txt to determine how the superseded data were derived.
 HX1036
 HX1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC340456(NAD 83)
 HX1036_MARKER: DB = BENCH MARK DISK
 HX1036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1036_SP_SET: ABUTMENT
 HX1036_STAMPING: U 226 1961
 HX1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1036
 HX1036  HISTORY     - Date     Condition        Report By
 HX1036  HISTORY     - 1961     MONUMENTED       CGS
 HX1036
 HX1036                          STATION DESCRIPTION
 HX1036
 HX1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1036'3.3 MI NE FROM CRAIGSVILLE.
 HX1036'ABOUT 3.3 MILES NORTHEAST ALONG STATE HIGHWAY 41 FROM THE JUNCTION
 HX1036'OF STATE HIGHWAY 20 AT CRAIGSVILLE, AT ALLINGDALE, ON TOP OF THE
 HX1036'SOUTHEAST END OF THE SOUTHWEST STONE ABUTMENT OF THE BALTIMORE
 HX1036'AND OHIO RAILROAD BRIDGE OVER STROUDS CREEK, 5 FEET SOUTHEAST
 HX1036'OF THE SOUTHEAST RAIL, 37.2 FEET EAST OF THE EAST CORNER OF THE
 HX1036'STATION, 1.4 FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT
 HX1036'AND 1.5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1250 ***********************************************************************
 HX1250  DESIGNATION -  U 227
 HX1250  PID         -  HX1250
 HX1250  STATE/COUNTY-  WV/NICHOLAS
 HX1250  USGS QUAD   -  NETTIE (1995)
 HX1250
 HX1250                         *CURRENT SURVEY CONTROL
 HX1250  ___________________________________________________________________
 HX1250* NAD 83(1986)-  38 14 01.     (N)    080 38 02.     (W)     SCALED    
 HX1250* NAVD 88     -       829.324  (meters)    2720.87   (feet)  ADJUSTED  
 HX1250  ___________________________________________________________________
 HX1250  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HX1250  DYNAMIC HT  -         828.648 (meters)    2718.66  (feet)  COMP
 HX1250  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 HX1250
 HX1250  VERT ORDER  -  SECOND    CLASS 0
 HX1250
 HX1250.The horizontal coordinates were scaled from a topographic map and have
 HX1250.an estimated accuracy of +/- 6 seconds.
 HX1250
 HX1250.The orthometric height was determined by differential leveling
 HX1250.and adjusted by the National Geodetic Survey in June 1991..
 HX1250
 HX1250.The geoid height was determined by GEOID03.
 HX1250
 HX1250.The dynamic height is computed by dividing the NAVD 88
 HX1250.geopotential number by the normal gravity value computed on the
 HX1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1250.degrees latitude (g = 980.6199 gals.).
 HX1250
 HX1250.The modeled gravity was interpolated from observed gravity values.
 HX1250
 HX1250;                    North         East    Units  Estimated Accuracy
 HX1250;SPC WV S     -   136,980.      632,050.      MT  (+/- 180 meters Scaled)
 HX1250
 HX1250                          SUPERSEDED SURVEY CONTROL
 HX1250
 HX1250  NGVD 29 (??/??/92)  829.451  (m)         2721.29   (f) ADJ UNCH    2 0
 HX1250
 HX1250.Superseded values are not recommended for survey control.
 HX1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1250.See file dsdata.txt to determine how the superseded data were derived.
 HX1250
 HX1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC320317(NAD 83)
 HX1250_MARKER: DB = BENCH MARK DISK
 HX1250_SETTING: 66 = SET IN ROCK OUTCROP
 HX1250_SP_SET: ROCK CLIFF
 HX1250_STAMPING: U 227 1961
 HX1250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1250+STABILITY: POSITION/ELEVATION WELL
 HX1250
 HX1250  HISTORY     - Date     Condition        Report By
 HX1250  HISTORY     - 1961     MONUMENTED       CGS
 HX1250
 HX1250                          STATION DESCRIPTION
 HX1250
 HX1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1250'4.6 MI NE FROM NETTIE.
 HX1250'ABOUT 3.8 MILES EAST ALONG STATE HIGHWAY 39 AND 20 FROM THE
 HX1250'JUNCTION OF STATE HIGHWAY 20 LEADING SOUTH AT NETTIE, THENCE
 HX1250'0.8 MILE NORTH ALONG COUNTY ROAD 8 AND 9, ABOUT 0.5 MILE NORTH
 HX1250'ALONG COUNTY ROAD NO. 9 FROM THE T JUNCTION WITH COUNTY ROAD
 HX1250'NO. 8, ON THE INSIDE OF A LONG CURVE, SET VERTICALLY IN THE EAST
 HX1250'FACE OF A ROCK CLIFF THAT IS 45 YARDS LONG AND 5 FEET HIGH,
 HX1250'16 FEET WEST OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTH OF THE
 HX1250'NORTH END OF THE ROCK AND 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1349 ***********************************************************************
 HX1349  DESIGNATION -  U 228
 HX1349  PID         -  HX1349
 HX1349  STATE/COUNTY-  WV/NICHOLAS
 HX1349  USGS QUAD   -  NETTIE (1995)
 HX1349
 HX1349                         *CURRENT SURVEY CONTROL
 HX1349  ___________________________________________________________________
 HX1349* NAD 83(1986)-  38 09 07.     (N)    080 39 16.     (W)     SCALED    
 HX1349* NAVD 88     -       823.297  (meters)    2701.10   (feet)  ADJUSTED  
 HX1349  ___________________________________________________________________
 HX1349  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX1349  DYNAMIC HT  -         822.623 (meters)    2698.89  (feet)  COMP
 HX1349  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 HX1349
 HX1349  VERT ORDER  -  SECOND    CLASS 0
 HX1349
 HX1349.The horizontal coordinates were scaled from a topographic map and have
 HX1349.an estimated accuracy of +/- 6 seconds.
 HX1349
 HX1349.The orthometric height was determined by differential leveling
 HX1349.and adjusted by the National Geodetic Survey in June 1991..
 HX1349
 HX1349.The geoid height was determined by GEOID03.
 HX1349
 HX1349.The dynamic height is computed by dividing the NAVD 88
 HX1349.geopotential number by the normal gravity value computed on the
 HX1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1349.degrees latitude (g = 980.6199 gals.).
 HX1349
 HX1349.The modeled gravity was interpolated from observed gravity values.
 HX1349
 HX1349;                    North         East    Units  Estimated Accuracy
 HX1349;SPC WV S     -   127,910.      630,290.      MT  (+/- 180 meters Scaled)
 HX1349
 HX1349                          SUPERSEDED SURVEY CONTROL
 HX1349
 HX1349  NGVD 29 (??/??/92)  823.433  (m)         2701.55   (f) ADJ UNCH    2 0
 HX1349
 HX1349.Superseded values are not recommended for survey control.
 HX1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1349.See file dsdata.txt to determine how the superseded data were derived.
 HX1349
 HX1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC302227(NAD 83)
 HX1349_MARKER: DB = BENCH MARK DISK
 HX1349_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1349_SP_SET: UNSPECIFIED ROCK
 HX1349_STAMPING: U 228 1961
 HX1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1349
 HX1349  HISTORY     - Date     Condition        Report By
 HX1349  HISTORY     - 1961     MONUMENTED       CGS
 HX1349
 HX1349                          STATION DESCRIPTION
 HX1349
 HX1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1349'2.2 MI SE FROM LEIVASY.
 HX1349'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX1349'AT LEIVASY, THENCE 1.95 MILES SOUTHEAST ALONG A BLACK TOP AND
 HX1349'GRADED ROAD, 0.45 MILE NORTHWEST OF THE INTERSECTION OF A
 HX1349'NARROW DIRT ROAD THAT IS ON THE TOP OF A HILL, 0.2 MILE SOUTHEAST
 HX1349'OF THE JUNCTION OF A GRADED ROAD, ON THE NORTHWEST SLOPE OF A
 HX1349'MOUNTAIN, SET ON THE TOP OF A ROCK THAT IS ABOUT 9 FEET LONG
 HX1349'AND 2 FEET HIGH AND IS PART OF THE MOUNTAINSIDE, 12 FEET
 HX1349'NORTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTHWEST OF
 HX1349'THE EAST END OF AN 18-INCH PIPE CULVERT UNDER THE ROAD AND 3 FEET
 HX1349'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1277 ***********************************************************************
 HX1277  DESIGNATION -  U 229
 HX1277  PID         -  HX1277
 HX1277  STATE/COUNTY-  WV/GREENBRIER
 HX1277  USGS QUAD   -  QUINWOOD (1995)
 HX1277
 HX1277                         *CURRENT SURVEY CONTROL
 HX1277  ___________________________________________________________________
 HX1277* NAD 83(1986)-  38 01 59.     (N)    080 43 41.     (W)     SCALED    
 HX1277* NAVD 88     -       878.427  (meters)    2881.97   (feet)  ADJUSTED  
 HX1277  ___________________________________________________________________
 HX1277  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HX1277  DYNAMIC HT  -         877.696 (meters)    2879.57  (feet)  COMP
 HX1277  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 HX1277
 HX1277  VERT ORDER  -  SECOND    CLASS 0
 HX1277
 HX1277.The horizontal coordinates were scaled from a topographic map and have
 HX1277.an estimated accuracy of +/- 6 seconds.
 HX1277
 HX1277.The orthometric height was determined by differential leveling
 HX1277.and adjusted by the National Geodetic Survey in June 1991..
 HX1277
 HX1277.The geoid height was determined by GEOID03.
 HX1277
 HX1277.The dynamic height is computed by dividing the NAVD 88
 HX1277.geopotential number by the normal gravity value computed on the
 HX1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1277.degrees latitude (g = 980.6199 gals.).
 HX1277
 HX1277.The modeled gravity was interpolated from observed gravity values.
 HX1277
 HX1277;                    North         East    Units  Estimated Accuracy
 HX1277;SPC WV S     -   114,690.      623,870.      MT  (+/- 180 meters Scaled)
 HX1277
 HX1277                          SUPERSEDED SURVEY CONTROL
 HX1277
 HX1277  NGVD 29 (??/??/92)  878.567  (m)         2882.43   (f) ADJ UNCH    2 0
 HX1277
 HX1277.Superseded values are not recommended for survey control.
 HX1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1277.See file dsdata.txt to determine how the superseded data were derived.
 HX1277
 HX1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC238095(NAD 83)
 HX1277_MARKER: DB = BENCH MARK DISK
 HX1277_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1277_SP_SET: UNSPECIFIED ROCK
 HX1277_STAMPING: U 229 1961
 HX1277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1277
 HX1277  HISTORY     - Date     Condition        Report By
 HX1277  HISTORY     - 1961     MONUMENTED       CGS
 HX1277
 HX1277                          STATION DESCRIPTION
 HX1277
 HX1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1277'2.5 MI N FROM CHARMCO.
 HX1277'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE JUNCTION
 HX1277'OF U.S. HIGHWAY 60 AT CHARMCO, 0.55 MILE NORTH OF THE ORIENT HILL
 HX1277'BAPTIST CHURCH, 0.3 MILE NORTH OF THE JUNCTION OF A SIDE ROAD
 HX1277'LEADING NORTHEAST, AT THE OUTSIDE OF A LONG CURVE, ON THE
 HX1277'NORTH BANK OF A RAVINE, IN THE TOP OF THE WEST END OF A ROCK
 HX1277'THAT IS ABOUT 10 FEET LONG-6 FEET WIDE AND 3 FEET HIGH, 44 FEET
 HX1277'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE
 HX1277'WEST EDGE OF THE ROCK AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0445 ***********************************************************************
 JX0445  DESIGNATION -  U 23
 JX0445  PID         -  JX0445
 JX0445  STATE/COUNTY-  WV/WETZEL
 JX0445  USGS QUAD   -  PINE GROVE (1976)
 JX0445
 JX0445                         *CURRENT SURVEY CONTROL
 JX0445  ___________________________________________________________________
 JX0445* NAD 83(1986)-  39 33 50.     (N)    080 40 41.     (W)     SCALED    
 JX0445* NAVD 88     -       217.966  (meters)     715.11   (feet)  ADJUSTED  
 JX0445  ___________________________________________________________________
 JX0445  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JX0445  DYNAMIC HT  -         217.838 (meters)     714.69  (feet)  COMP
 JX0445  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 JX0445
 JX0445  VERT ORDER  -  SECOND    CLASS 0
 JX0445
 JX0445.The horizontal coordinates were scaled from a topographic map and have
 JX0445.an estimated accuracy of +/- 6 seconds.
 JX0445
 JX0445.The orthometric height was determined by differential leveling
 JX0445.and adjusted by the National Geodetic Survey in June 1991..
 JX0445
 JX0445.The geoid height was determined by GEOID03.
 JX0445
 JX0445.The dynamic height is computed by dividing the NAVD 88
 JX0445.geopotential number by the normal gravity value computed on the
 JX0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0445.degrees latitude (g = 980.6199 gals.).
 JX0445
 JX0445.The modeled gravity was interpolated from observed gravity values.
 JX0445
 JX0445;                    North         East    Units  Estimated Accuracy
 JX0445;SPC WV N     -   118,770.      498,770.      MT  (+/- 180 meters Scaled)
 JX0445
 JX0445                          SUPERSEDED SURVEY CONTROL
 JX0445
 JX0445  NGVD 29 (??/??/92)  218.128  (m)          715.64   (f) ADJ UNCH    2 0
 JX0445
 JX0445.Superseded values are not recommended for survey control.
 JX0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0445.See file dsdata.txt to determine how the superseded data were derived.
 JX0445
 JX0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND276794(NAD 83)
 JX0445_MARKER: DB = BENCH MARK DISK
 JX0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0445_SP_SET: BUILDING
 JX0445_STAMPING: U 23 1935
 JX0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0445
 JX0445  HISTORY     - Date     Condition        Report By
 JX0445  HISTORY     - 1935     MONUMENTED       CGS
 JX0445  HISTORY     - 1957     GOOD             NGS
 JX0445
 JX0445                          STATION DESCRIPTION
 JX0445
 JX0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0445'AT PINE GROVE.
 JX0445'AT PINE GROVE, ABOUT 100 YARDS NORTHEAST AND ACROSS TRACK FROM
 JX0445'THE BALTIMORE AND OHIO RAILROAD STATION, SET VERTICALLY IN THE
 JX0445'WEST FACE OF THE SOUTHWEST CORNER OF THE SCHOOL, 1.2 FEET NORTH
 JX0445'OF SOUTHWEST CORNER AND 2.8 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0157 ***********************************************************************
 GX0157  DESIGNATION -  U 230
 GX0157  PID         -  GX0157
 GX0157  STATE/COUNTY-  WV/GREENBRIER
 GX0157  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0157
 GX0157                         *CURRENT SURVEY CONTROL
 GX0157  ___________________________________________________________________
 GX0157* NAD 83(1986)-  37 58 19.     (N)    080 29 32.     (W)     SCALED    
 GX0157* NAVD 88     -       665.591  (meters)    2183.69   (feet)  ADJUSTED  
 GX0157  ___________________________________________________________________
 GX0157  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX0157  DYNAMIC HT  -         665.044 (meters)    2181.90  (feet)  COMP
 GX0157  MODELED GRAV-     979,784.5   (mgal)                       NAVD 88
 GX0157
 GX0157  VERT ORDER  -  SECOND    CLASS 0
 GX0157
 GX0157.The horizontal coordinates were scaled from a topographic map and have
 GX0157.an estimated accuracy of +/- 6 seconds.
 GX0157
 GX0157.The orthometric height was determined by differential leveling
 GX0157.and adjusted by the National Geodetic Survey in June 1991..
 GX0157
 GX0157.The geoid height was determined by GEOID03.
 GX0157
 GX0157.The dynamic height is computed by dividing the NAVD 88
 GX0157.geopotential number by the normal gravity value computed on the
 GX0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0157.degrees latitude (g = 980.6199 gals.).
 GX0157
 GX0157.The modeled gravity was interpolated from observed gravity values.
 GX0157
 GX0157;                    North         East    Units  Estimated Accuracy
 GX0157;SPC WV S     -   108,000.      644,610.      MT  (+/- 180 meters Scaled)
 GX0157
 GX0157                          SUPERSEDED SURVEY CONTROL
 GX0157
 GX0157  NGVD 29 (??/??/92)  665.740  (m)         2184.18   (f) ADJ UNCH    2 0
 GX0157
 GX0157.Superseded values are not recommended for survey control.
 GX0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0157.See file dsdata.txt to determine how the superseded data were derived.
 GX0157
 GX0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC445028(NAD 83)
 GX0157_MARKER: DB = BENCH MARK DISK
 GX0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0157_SP_SET: CULVERT
 GX0157_STAMPING: U 230 1961
 GX0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0157
 GX0157  HISTORY     - Date     Condition        Report By
 GX0157  HISTORY     - 1961     MONUMENTED       CGS
 GX0157  HISTORY     - 1983     GOOD             NGS
 GX0157  HISTORY     - 1983     GOOD             NGS
 GX0157
 GX0157                          STATION DESCRIPTION
 GX0157
 GX0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0157'0.2 MI N FROM WILLIAMSBURG.
 GX0157'ABOUT 0.15 MILE NORTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX0157'AT WILLIAMSBURG, 0.1 MILE NORTH OF THE JUNCTION OF A BLACK TOP
 GX0157'ROAD LEADING EAST TO FRANKFORD, SET ON TOP OF THE SOUTH END OF
 GX0157'THE WEST CONCRETE HEADWALL OF A 6 FOOT CONCRETE BOX CULVERT UNDER
 GX0157'THE ROAD, 12 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 FEET
 GX0157'NORTH OF THE SOUTH END OF THE HEADWALL AND ABOUT LEVEL WITH THE
 GX0157'ROAD SURFACE.
 GX0157
 GX0157                          STATION RECOVERY (1983)
 GX0157
 GX0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0157'RECOVERED IN GOOD CONDITION.
 GX0157
 GX0157                          STATION RECOVERY (1983)
 GX0157
 GX0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0174 ***********************************************************************
 GX0174  DESIGNATION -  U 231
 GX0174  PID         -  GX0174
 GX0174  STATE/COUNTY-  WV/GREENBRIER
 GX0174  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0174
 GX0174                         *CURRENT SURVEY CONTROL
 GX0174  ___________________________________________________________________
 GX0174* NAD 83(1986)-  37 56 15.     (N)    080 25 19.     (W)     SCALED    
 GX0174* NAVD 88     -       681.059  (meters)    2234.44   (feet)  ADJUSTED  
 GX0174  ___________________________________________________________________
 GX0174  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX0174  DYNAMIC HT  -         680.495 (meters)    2232.59  (feet)  COMP
 GX0174  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 GX0174
 GX0174  VERT ORDER  -  SECOND    CLASS 0
 GX0174
 GX0174.The horizontal coordinates were scaled from a topographic map and have
 GX0174.an estimated accuracy of +/- 6 seconds.
 GX0174
 GX0174.The orthometric height was determined by differential leveling
 GX0174.and adjusted by the National Geodetic Survey in June 1991..
 GX0174
 GX0174.The geoid height was determined by GEOID03.
 GX0174
 GX0174.The dynamic height is computed by dividing the NAVD 88
 GX0174.geopotential number by the normal gravity value computed on the
 GX0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0174.degrees latitude (g = 980.6199 gals.).
 GX0174
 GX0174.The modeled gravity was interpolated from observed gravity values.
 GX0174
 GX0174;                    North         East    Units  Estimated Accuracy
 GX0174;SPC WV S     -   104,210.      650,810.      MT  (+/- 180 meters Scaled)
 GX0174
 GX0174                          SUPERSEDED SURVEY CONTROL
 GX0174
 GX0174  NGVD 29 (??/??/92)  681.215  (m)         2234.95   (f) ADJ UNCH    2 0
 GX0174
 GX0174.Superseded values are not recommended for survey control.
 GX0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0174.See file dsdata.txt to determine how the superseded data were derived.
 GX0174
 GX0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB507990(NAD 83)
 GX0174_MARKER: DB = BENCH MARK DISK
 GX0174_SETTING: 66 = SET IN ROCK OUTCROP
 GX0174_SP_SET: ROCK LEDGE
 GX0174_STAMPING: U 231 1961
 GX0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0174+STABILITY: POSITION/ELEVATION WELL
 GX0174
 GX0174  HISTORY     - Date     Condition        Report By
 GX0174  HISTORY     - 1961     MONUMENTED       CGS
 GX0174  HISTORY     - 1983     GOOD             NGS
 GX0174  HISTORY     - 1983     GOOD             NGS
 GX0174
 GX0174                          STATION DESCRIPTION
 GX0174
 GX0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0174'2.7 MI W FROM FRANKFORD.
 GX0174'ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 219 FROM THE FRANKFORD
 GX0174'PRESBYTERIAN CHURCH AT FRANKFORD, THENCE 2.6 MILES WEST ALONG
 GX0174'A BLACK TOP ROAD, 0.35 MILE WEST OF THE JUNCTION OF A SIDE
 GX0174'ROAD LEADING NORTHWEST, ABOUT 0.2 MILE WEST OF THE UNUS CHURCH
 GX0174'OF CHRIST, AT ABOUT THE CENTER OF A ROCK CUT THAT IS 50 YARDS
 GX0174'LONG, SET ON THE TOP OF A ROCK LEDGE THAT IS 6 FEET LONG AND
 GX0174'2 1/2 FEET WIDE, 15 FEET NORTHWEST OF THE CENTER LINE OF THE
 GX0174'ROAD, 1 1/2 FEET WEST OF THE EAST CORNER OF THE LEDGE AND 3
 GX0174'FEET ABOVE THE LEVEL OF THE ROAD.
 GX0174
 GX0174                          STATION RECOVERY (1983)
 GX0174
 GX0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0174'RECOVERED IN GOOD CONDITION.
 GX0174
 GX0174                          STATION RECOVERY (1983)
 GX0174
 GX0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0951 ***********************************************************************
 HX0951  DESIGNATION -  U 232
 HX0951  PID         -  HX0951
 HX0951  STATE/COUNTY-  WV/GREENBRIER
 HX0951  USGS QUAD   -  TROUT (1995)
 HX0951
 HX0951                         *CURRENT SURVEY CONTROL
 HX0951  ___________________________________________________________________
 HX0951* NAD 83(1986)-  38 00 56.     (N)    080 25 09.     (W)     SCALED    
 HX0951* NAVD 88     -       724.177  (meters)    2375.90   (feet)  ADJUSTED  
 HX0951  ___________________________________________________________________
 HX0951  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HX0951  DYNAMIC HT  -         723.587 (meters)    2373.97  (feet)  COMP
 HX0951  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 HX0951
 HX0951  VERT ORDER  -  SECOND    CLASS 0
 HX0951
 HX0951.The horizontal coordinates were scaled from a topographic map and have
 HX0951.an estimated accuracy of +/- 6 seconds.
 HX0951
 HX0951.The orthometric height was determined by differential leveling
 HX0951.and adjusted by the National Geodetic Survey in June 1991..
 HX0951
 HX0951.The geoid height was determined by GEOID03.
 HX0951
 HX0951.The dynamic height is computed by dividing the NAVD 88
 HX0951.geopotential number by the normal gravity value computed on the
 HX0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0951.degrees latitude (g = 980.6199 gals.).
 HX0951
 HX0951.The modeled gravity was interpolated from observed gravity values.
 HX0951
 HX0951;                    North         East    Units  Estimated Accuracy
 HX0951;SPC WV S     -   112,870.      651,000.      MT  (+/- 180 meters Scaled)
 HX0951
 HX0951                          SUPERSEDED SURVEY CONTROL
 HX0951
 HX0951  NGVD 29 (??/??/92)  724.322  (m)         2376.38   (f) ADJ UNCH    2 0
 HX0951
 HX0951.Superseded values are not recommended for survey control.
 HX0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0951.See file dsdata.txt to determine how the superseded data were derived.
 HX0951
 HX0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC509077(NAD 83)
 HX0951_MARKER: DB = BENCH MARK DISK
 HX0951_SETTING: 80 = SET IN A BOULDER
 HX0951_SP_SET: BOULDER
 HX0951_STAMPING: U 232 1961
 HX0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0951+STABILITY: SURFACE MOTION
 HX0951
 HX0951  HISTORY     - Date     Condition        Report By
 HX0951  HISTORY     - 1961     MONUMENTED       CGS
 HX0951
 HX0951                          STATION DESCRIPTION
 HX0951
 HX0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0951'1.3 MI E FROM FRIARS HILL.
 HX0951'1.3 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 HX0951'FRIARS HILL, 0.6 MILE WEST OF THE JUNCTION OF A BLACK TOP ROAD
 HX0951'LEADING SOUTH, 0.5 MILE EAST OF THE JUNCTION OF A BLACK TOP
 HX0951'ROAD LEADING SOUTH, ON THE EAST SLOPE OF A STEEP HILL, SET
 HX0951'VERTICALLY IN THE SOUTHEAST FACE OF A ROCK THAT IS ABOUT 10 FEET
 HX0951'LONG AND 4 FEET HIGH, 16 FEET NORTH OF THE CENTER LINE OF THE
 HX0951'ROAD, 2 FEET ABOVE THE LEVEL OF THE GROUND AND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1342 ***********************************************************************
 HX1342  CBN         -  This is a Cooperative Base Network Control Station.
 HX1342  DESIGNATION -  U 233
 HX1342  PID         -  HX1342
 HX1342  STATE/COUNTY-  WV/GREENBRIER
 HX1342  USGS QUAD   -  DUO (1995)
 HX1342
 HX1342                         *CURRENT SURVEY CONTROL
 HX1342  ___________________________________________________________________
 HX1342* NAD 83(1995)-  38 06 58.18693(N)    080 36 08.00608(W)     ADJUSTED  
 HX1342* NAVD 88     -      1181.055  (meters)    3874.84   (feet)  ADJUSTED  
 HX1342  ___________________________________________________________________
 HX1342  X           -     820,583.538 (meters)                     COMP
 HX1342  Y           -  -4,957,937.622 (meters)                     COMP
 HX1342  Z           -   3,916,306.430 (meters)                     COMP
 HX1342  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 HX1342  ELLIP HEIGHT-        1150.33  (meters)          (04/23/01) GPS OBS
 HX1342  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HX1342  DYNAMIC HT  -        1180.081 (meters)    3871.65  (feet)  COMP
 HX1342  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 HX1342
 HX1342  HORZ ORDER  -  A
 HX1342  VERT ORDER  -  SECOND    CLASS 0
 HX1342  ELLP ORDER  -  FOURTH    CLASS I
 HX1342
 HX1342.The horizontal coordinates were established by GPS observations
 HX1342.and adjusted by the National Geodetic Survey in April 2001..
 HX1342
 HX1342.The orthometric height was determined by differential leveling
 HX1342.and adjusted by the National Geodetic Survey in June 1991..
 HX1342
 HX1342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX1342
 HX1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1342
 HX1342.The ellipsoidal height was determined by GPS observations
 HX1342.and is referenced to NAD 83.
 HX1342
 HX1342.The geoid height was determined by GEOID03.
 HX1342
 HX1342.The dynamic height is computed by dividing the NAVD 88
 HX1342.geopotential number by the normal gravity value computed on the
 HX1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1342.degrees latitude (g = 980.6199 gals.).
 HX1342
 HX1342.The modeled gravity was interpolated from observed gravity values.
 HX1342
 HX1342;                    North         East     Units Scale Factor Converg.
 HX1342;SPC WV S     -   123,955.787   634,879.795   MT  0.99992639   +0 14 45.3
 HX1342;UTM  17      - 4,218,778.390   534,868.585   MT  0.99961497   +0 14 43.9
 HX1342
 HX1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1342!SPC WV S     -   0.99981953  x   0.99992639  =   0.99974594
 HX1342!UTM  17      -   0.99981953  x   0.99961497  =   0.99943457
 HX1342
 HX1342                          SUPERSEDED SURVEY CONTROL
 HX1342
 HX1342  NAVD 88 (04/23/01) 1181.06   (m)         3874.9    (f) LEVELING    3  
 HX1342  NGVD 29 (??/??/92) 1181.212  (m)         3875.36   (f) ADJ UNCH    2 0
 HX1342
 HX1342.Superseded values are not recommended for survey control.
 HX1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1342.See file dsdata.txt to determine how the superseded data were derived.
 HX1342
 HX1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC3486918778(NAD 83)
 HX1342_MARKER: DB = BENCH MARK DISK
 HX1342_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1342_SP_SET: UNSPECIFIED ROCK
 HX1342_STAMPING: U 233 1961
 HX1342_MARK LOGO: CGS   
 HX1342_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX1342+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2000
 HX1342
 HX1342  HISTORY     - Date     Condition        Report By
 HX1342  HISTORY     - 1961     MONUMENTED       CGS
 HX1342  HISTORY     - 20000323 GOOD             WVHD
 HX1342
 HX1342                          STATION DESCRIPTION
 HX1342
 HX1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1342'3.6 MI N FROM DUO.
 HX1342'ABOUT 1.35 MILES NORTH ALONG A BLACK TOP ROAD FROM A T ROAD
 HX1342'JUNCTION AT DUO, THENCE 2.2 MILES NORTH ALONG A GRADED ROAD, 0.15
 HX1342'MILE NORTHWEST OF A ROAD INTERSECTION ON TOP OF THE MOUNTAIN,
 HX1342'ON THE NORTHWEST SLOPE OF THE MOUNTAIN, SET ON THE TOP OF A FLAT
 HX1342'ROCK THAT IS ABOUT 8 FEET LONG AND 2 FEET HIGH THAT IS PART OF
 HX1342'THE ROAD DITCH, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX1342'ROAD, 1/2 FOOT SOUTH OF THE NORTH END OF THE ROCK, AND 1 1/2
 HX1342'FEET ABOVE THE LEVEL OF THE ROAD.
 HX1342
 HX1342                          STATION RECOVERY (2000)
 HX1342
 HX1342'RECOVERY NOTE BY WEST VIRGINIA HIGHWAY DEPARTMENT 2000 (TEL)
 HX1342'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) SOUTHWEST OF LEIVASY,
 HX1342'5.1 KM (3.2 MI) NORTH OF DUO AND 4.2 KM (2.6 MI) NORTHWEST OF CLEARCO.
 HX1342'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 HX1342'COUNTY ROUTE 1 IN THE TOWN OF RUPERT, GO NORTHEAST ON ROUTE 1
 HX1342'FOR 17.8 KM (11.1 MI) TO THE JUNCTION OF COUNTY ROUTE 1/1 ON THE LEFT.
 HX1342'TURN LEFT AND GO NORTHWEST ON ROUTE 1/1 (GRAVEL ROAD) FOR 3.6 KM
 HX1342'(2.2 MI) TO A ROAD INTERSECTION AT THE TOP OF THE MOUNTAIN.
 HX1342'CONTINUE AHEAD ON ROUTE 1/1 FOR 0.24 KM (0.15 MI) TO THE STATION ON
 HX1342'THE LEFT.
 HX1342'
 HX1342'THE STATION IS 30.5 M (100.0 FT) NORTHWEST OF A LARGE BOULDER, 11.9 M
 HX1342'(39.0 FT) NORTHWEST FROM THE INLET END OF A CULVERT, 6.4 M (21.0 FT)
 HX1342'SOUTHWEST OF THE CENTER OF ROAD, 0.85 M (2.8 FT) NORTHEAST OF A
 HX1342'FENCE LINE AND 0.46 M (1.5 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1292 ***********************************************************************
 HX1292  DESIGNATION -  U 234
 HX1292  PID         -  HX1292
 HX1292  STATE/COUNTY-  WV/NICHOLAS
 HX1292  USGS QUAD   -  NETTIE (1995)
 HX1292
 HX1292                         *CURRENT SURVEY CONTROL
 HX1292  ___________________________________________________________________
 HX1292* NAD 83(1986)-  38 08 48.     (N)    080 41 21.     (W)     SCALED    
 HX1292* NAVD 88     -       723.346  (meters)    2373.18   (feet)  ADJUSTED  
 HX1292  ___________________________________________________________________
 HX1292  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX1292  DYNAMIC HT  -         722.760 (meters)    2371.26  (feet)  COMP
 HX1292  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 HX1292
 HX1292  VERT ORDER  -  SECOND    CLASS 0
 HX1292
 HX1292.The horizontal coordinates were scaled from a topographic map and have
 HX1292.an estimated accuracy of +/- 6 seconds.
 HX1292
 HX1292.The orthometric height was determined by differential leveling
 HX1292.and adjusted by the National Geodetic Survey in June 1991..
 HX1292
 HX1292.The geoid height was determined by GEOID03.
 HX1292
 HX1292.The dynamic height is computed by dividing the NAVD 88
 HX1292.geopotential number by the normal gravity value computed on the
 HX1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1292.degrees latitude (g = 980.6199 gals.).
 HX1292
 HX1292.The modeled gravity was interpolated from observed gravity values.
 HX1292
 HX1292;                    North         East    Units  Estimated Accuracy
 HX1292;SPC WV S     -   127,310.      627,250.      MT  (+/- 180 meters Scaled)
 HX1292
 HX1292                          SUPERSEDED SURVEY CONTROL
 HX1292
 HX1292  NGVD 29 (??/??/92)  723.485  (m)         2373.63   (f) ADJ UNCH    2 0
 HX1292
 HX1292.Superseded values are not recommended for survey control.
 HX1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1292.See file dsdata.txt to determine how the superseded data were derived.
 HX1292
 HX1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC272221(NAD 83)
 HX1292_MARKER: DB = BENCH MARK DISK
 HX1292_SETTING: 66 = SET IN ROCK OUTCROP
 HX1292_SP_SET: ROCK LEDGE
 HX1292_STAMPING: U 234 1961
 HX1292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1292+STABILITY: POSITION/ELEVATION WELL
 HX1292
 HX1292  HISTORY     - Date     Condition        Report By
 HX1292  HISTORY     - 1961     MONUMENTED       CGS
 HX1292
 HX1292                          STATION DESCRIPTION
 HX1292
 HX1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1292'1 MI S FROM LEIVASY.
 HX1292'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX1292'OFFICE AT LEIVASY, 0.65 MILE SOUTHWEST OF THE JUNCTION OF A
 HX1292'BLACK TOP ROAD LEADING TO HOMINY FALLS, 44 YARDS NORTH OF THE
 HX1292'JUNCTION OF A DRIVE LEADING WEST TO A LARGE TWO-STORY FRAME HOUSE,
 HX1292'SET ON THE TOP OF A ROCK THAT IS 15 FEET LONG AND 4 FEET HIGH AND
 HX1292'SHAPED LIKE A WEDGE, 36 FEET WEST OF THE CENTER LINE OF THE
 HX1292'HIGHWAY, 6 FEET WEST OF THE EAST CORNER OF THE ROCK AND 2 FEET
 HX1292'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1497 ***********************************************************************
 GX1497  DESIGNATION -  U 235
 GX1497  PID         -  GX1497
 GX1497  STATE/COUNTY-  WV/MERCER
 GX1497  USGS QUAD   -  BLUEFIELD (1979)
 GX1497
 GX1497                         *CURRENT SURVEY CONTROL
 GX1497  ___________________________________________________________________
 GX1497* NAD 83(1986)-  37 15 14.     (N)    081 12 16.     (W)     SCALED    
 GX1497* NAVD 88     -       822.333  (meters)    2697.94   (feet)  ADJUSTED  
 GX1497  ___________________________________________________________________
 GX1497  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GX1497  DYNAMIC HT  -         821.599 (meters)    2695.53  (feet)  COMP
 GX1497  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 GX1497
 GX1497  VERT ORDER  -  FIRST     CLASS II
 GX1497
 GX1497.The horizontal coordinates were scaled from a topographic map and have
 GX1497.an estimated accuracy of +/- 6 seconds.
 GX1497
 GX1497.The orthometric height was determined by differential leveling
 GX1497.and adjusted by the National Geodetic Survey in June 1991..
 GX1497
 GX1497.The geoid height was determined by GEOID03.
 GX1497
 GX1497.The dynamic height is computed by dividing the NAVD 88
 GX1497.geopotential number by the normal gravity value computed on the
 GX1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1497.degrees latitude (g = 980.6199 gals.).
 GX1497
 GX1497.The modeled gravity was interpolated from observed gravity values.
 GX1497
 GX1497;                    North         East    Units  Estimated Accuracy
 GX1497;SPC WV S     -    28,200.      581,860.      MT  (+/- 180 meters Scaled)
 GX1497
 GX1497                          SUPERSEDED SURVEY CONTROL
 GX1497
 GX1497  NGVD 29 (??/??/92)  822.414  (m)         2698.20   (f) ADJ UNCH    1 2
 GX1497
 GX1497.Superseded values are not recommended for survey control.
 GX1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1497.See file dsdata.txt to determine how the superseded data were derived.
 GX1497
 GX1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB818230(NAD 83)
 GX1497_MARKER: DB = BENCH MARK DISK
 GX1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1497_STAMPING: U 235 1963
 GX1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1497+STABILITY: SURFACE MOTION
 GX1497
 GX1497  HISTORY     - Date     Condition        Report By
 GX1497  HISTORY     - 1963     MONUMENTED       CGS
 GX1497
 GX1497                          STATION DESCRIPTION
 GX1497
 GX1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1497'IN BLUEFIELD.
 GX1497'ABOUT 1.45 MILES SOUTH ALONG U.S. HIGHWAYS 21 AND 52 FROM THE
 GX1497'POST OFFICE IN BLUEFIELD, THEN TURN EAST ALONG U.S. 21 BY-PASS
 GX1497'FOR 0.25 MILE.  THE MARK IS SET IN THE TOP OF A CONCRETE POST
 GX1497'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND, 30.6 FEET
 GX1497'SOUTH OF THE CENTER LINE OF U.S. 21 BY-PASS, 96 FEET SOUTH
 GX1497'OF THE SOUTHWEST CORNER OF A RED BRICK HOUSE, 2.5 FEET EAST OF
 GX1497'POWER LINE POLE NO. 272-1756, 3.3 FEET WEST OF A STANDARD METAL
 GX1497'WITNESS SIGN AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1352 ***********************************************************************
 HX1352  DESIGNATION -  U 235
 HX1352  PID         -  HX1352
 HX1352  STATE/COUNTY-  WV/NICHOLAS
 HX1352  USGS QUAD   -  NETTIE (1995)
 HX1352
 HX1352                         *CURRENT SURVEY CONTROL
 HX1352  ___________________________________________________________________
 HX1352* NAD 83(1986)-  38 08 47.     (N)    080 41 57.     (W)     SCALED    
 HX1352* NAVD 88     -       816.043  (meters)    2677.30   (feet)  ADJUSTED  
 HX1352  ___________________________________________________________________
 HX1352  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX1352  DYNAMIC HT  -         815.387 (meters)    2675.15  (feet)  COMP
 HX1352  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 HX1352
 HX1352  VERT ORDER  -  SECOND    CLASS 0
 HX1352
 HX1352.The horizontal coordinates were scaled from a topographic map and have
 HX1352.an estimated accuracy of +/- 6 seconds.
 HX1352
 HX1352.The orthometric height was determined by differential leveling
 HX1352.and adjusted by the National Geodetic Survey in June 1991..
 HX1352
 HX1352.The geoid height was determined by GEOID03.
 HX1352
 HX1352.The dynamic height is computed by dividing the NAVD 88
 HX1352.geopotential number by the normal gravity value computed on the
 HX1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1352.degrees latitude (g = 980.6199 gals.).
 HX1352
 HX1352.The modeled gravity was interpolated from observed gravity values.
 HX1352
 HX1352;                    North         East    Units  Estimated Accuracy
 HX1352;SPC WV S     -   127,280.      626,370.      MT  (+/- 180 meters Scaled)
 HX1352
 HX1352                          SUPERSEDED SURVEY CONTROL
 HX1352
 HX1352  NGVD 29 (??/??/92)  816.190  (m)         2677.78   (f) ADJ UNCH    2 0
 HX1352
 HX1352.Superseded values are not recommended for survey control.
 HX1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1352.See file dsdata.txt to determine how the superseded data were derived.
 HX1352
 HX1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC263221(NAD 83)
 HX1352_MARKER: DB = BENCH MARK DISK
 HX1352_SETTING: 66 = SET IN ROCK OUTCROP
 HX1352_SP_SET: ROCK CUT
 HX1352_STAMPING: U 235 1962
 HX1352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1352+STABILITY: POSITION/ELEVATION WELL
 HX1352
 HX1352  HISTORY     - Date     Condition        Report By
 HX1352  HISTORY     - 1962     MONUMENTED       CGS
 HX1352
 HX1352                          STATION DESCRIPTION
 HX1352
 HX1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1352'1.3 MI W FROM LEIVASY.
 HX1352'ABOUT 0.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX1352'AT LEIVASY, THENCE ABOUT 1 MILE WEST ALONG A BLACK TOP ROAD,
 HX1352'ABOUT 20 YARDS EAST OF THE TOP OF A STEEP HILL ON BOTH THE EAST
 HX1352'AND WEST SLOPES, SET ON TOP OF A 2 FOOT HIGH LEDGE OF ROCK AT THE
 HX1352'WEST END OF A SHALEY ROCK CUT, ABOUT 50 YARDS LONG AND 7 FEET
 HX1352'HIGH, 11 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 HX1352'2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1424 ***********************************************************************
 HX1424  DESIGNATION -  U 236
 HX1424  PID         -  HX1424
 HX1424  STATE/COUNTY-  WV/GREENBRIER
 HX1424  USGS QUAD   -  CORLISS (1976)
 HX1424
 HX1424                         *CURRENT SURVEY CONTROL
 HX1424  ___________________________________________________________________
 HX1424* NAD 83(1986)-  38 05 05.     (N)    080 47 38.     (W)     SCALED    
 HX1424* NAVD 88     -       915.906  (meters)    3004.93   (feet)  ADJUSTED  
 HX1424  ___________________________________________________________________
 HX1424  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HX1424  DYNAMIC HT  -         915.172 (meters)    3002.53  (feet)  COMP
 HX1424  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 HX1424
 HX1424  VERT ORDER  -  SECOND    CLASS 0
 HX1424
 HX1424.The horizontal coordinates were scaled from a topographic map and have
 HX1424.an estimated accuracy of +/- 6 seconds.
 HX1424
 HX1424.The orthometric height was determined by differential leveling
 HX1424.and adjusted by the National Geodetic Survey in June 1991..
 HX1424
 HX1424.The geoid height was determined by GEOID03.
 HX1424
 HX1424.The dynamic height is computed by dividing the NAVD 88
 HX1424.geopotential number by the normal gravity value computed on the
 HX1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1424.degrees latitude (g = 980.6199 gals.).
 HX1424
 HX1424.The modeled gravity was interpolated from observed gravity values.
 HX1424
 HX1424;                    North         East    Units  Estimated Accuracy
 HX1424;SPC WV S     -   120,410.      618,080.      MT  (+/- 180 meters Scaled)
 HX1424
 HX1424                          SUPERSEDED SURVEY CONTROL
 HX1424
 HX1424  NGVD 29 (??/??/92)  916.068  (m)         3005.47   (f) ADJ UNCH    2 0
 HX1424
 HX1424.Superseded values are not recommended for survey control.
 HX1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1424.See file dsdata.txt to determine how the superseded data were derived.
 HX1424
 HX1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC180152(NAD 83)
 HX1424_MARKER: DB = BENCH MARK DISK
 HX1424_SETTING: 66 = SET IN ROCK OUTCROP
 HX1424_SP_SET: ROCK LEDGE
 HX1424_STAMPING: U 236 1962
 HX1424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1424+STABILITY: POSITION/ELEVATION WELL
 HX1424
 HX1424  HISTORY     - Date     Condition        Report By
 HX1424  HISTORY     - 1962     MONUMENTED       CGS
 HX1424
 HX1424                          STATION DESCRIPTION
 HX1424
 HX1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1424'6.8 MI W FROM QUINWOOD.
 HX1424'ABOUT 6.8 MILES WEST ALONG RUSSELLVILLE ROAD FROM THE JUNCTION
 HX1424'OF STATE HIGHWAY 20 AT QUINWOOD, ABOUT 0.1 MILE NORTHEAST OF A
 HX1424'SMALL ONE STORY HOUSE WITH BRICK SIDING THAT SETS ON THE OUTSIDE
 HX1424'OF A SHARP CURVE WITH THE TANGENTS EXTENDING TO THE NORTHEAST
 HX1424'AND NORTHWEST, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST
 HX1424'CORNER OF A LARGE ROCK LEDGE, 22 FEET SOUTH OF THE CENTER LINE
 HX1424'OF THE ROAD, 4 FEET SOUTH OF THE NORTH EAST CORNER OF THE ROCK,
 HX1424'2 FEET ABOVE THE GROUND, AND ABOUT 7 FEET ABOVE THE LEVEL OF THE
 HX1424'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1410 ***********************************************************************
 HX1410  DESIGNATION -  U 237
 HX1410  PID         -  HX1410
 HX1410  STATE/COUNTY-  WV/NICHOLAS
 HX1410  USGS QUAD   -  CORLISS (1976)
 HX1410
 HX1410                         *CURRENT SURVEY CONTROL
 HX1410  ___________________________________________________________________
 HX1410* NAD 83(1986)-  38 07 15.     (N)    080 47 34.     (W)     SCALED    
 HX1410* NAVD 88     -       652.645  (meters)    2141.22   (feet)  ADJUSTED  
 HX1410  ___________________________________________________________________
 HX1410  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HX1410  DYNAMIC HT  -         652.121 (meters)    2139.50  (feet)  COMP
 HX1410  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 HX1410
 HX1410  VERT ORDER  -  SECOND    CLASS 0
 HX1410
 HX1410.The horizontal coordinates were scaled from a topographic map and have
 HX1410.an estimated accuracy of +/- 6 seconds.
 HX1410
 HX1410.The orthometric height was determined by differential leveling
 HX1410.and adjusted by the National Geodetic Survey in June 1991..
 HX1410
 HX1410.The geoid height was determined by GEOID03.
 HX1410
 HX1410.The dynamic height is computed by dividing the NAVD 88
 HX1410.geopotential number by the normal gravity value computed on the
 HX1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1410.degrees latitude (g = 980.6199 gals.).
 HX1410
 HX1410.The modeled gravity was interpolated from observed gravity values.
 HX1410
 HX1410;                    North         East    Units  Estimated Accuracy
 HX1410;SPC WV S     -   124,420.      618,170.      MT  (+/- 180 meters Scaled)
 HX1410
 HX1410                          SUPERSEDED SURVEY CONTROL
 HX1410
 HX1410  NGVD 29 (??/??/92)  652.792  (m)         2141.70   (f) ADJ UNCH    2 0
 HX1410
 HX1410.Superseded values are not recommended for survey control.
 HX1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1410.See file dsdata.txt to determine how the superseded data were derived.
 HX1410
 HX1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC181192(NAD 83)
 HX1410_MARKER: DB = BENCH MARK DISK
 HX1410_SETTING: 80 = SET IN A BOULDER
 HX1410_SP_SET: BOULDER
 HX1410_STAMPING: U 237 1962
 HX1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1410+STABILITY: SURFACE MOTION
 HX1410
 HX1410  HISTORY     - Date     Condition        Report By
 HX1410  HISTORY     - 1962     MONUMENTED       CGS
 HX1410
 HX1410                          STATION DESCRIPTION
 HX1410
 HX1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1410'11.3 MI W FROM LEIVASY.
 HX1410'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX1410'AT LEIVASY, THENCE ABOUT 7.3 MILES WEST ALONG A BLACK TOP ROAD,
 HX1410'THENCE ABOUT 2.3 MILES SOUTHEAST ALONG A ROUGH MOUNTAIN ROAD,
 HX1410'THENCE 1.4 MILES SOUTH ALONG A DIRT ROAD, ABOUT 125 YARDS
 HX1410'SOUTHEAST OF A OLD ROCK CHIMNEY, SET ON TOP OF THE NORTH CORNER
 HX1410'OF A ROCK BOULDER THAT IS ABOUT 10-BY 15-FOOT WIDE, 45 FEET
 HX1410'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTH OF THE
 HX1410'NORTH CORNER OF THE BOULDER, AND ABOUT 10 FEET BELOW THE LEVEL
 HX1410'OF THE ROAD.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY
 HX1410'GOING ABOUT 11.3 MILES NORTHEAST ALONG A BLACK TOP ROAD AND A
 HX1410'GRADED ROAD THEN ALONG A MOUNTAIN TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1302 ***********************************************************************
 HX1302  DESIGNATION -  U 238
 HX1302  PID         -  HX1302
 HX1302  STATE/COUNTY-  WV/GREENBRIER
 HX1302  USGS QUAD   -  RICHWOOD (1995)
 HX1302
 HX1302                         *CURRENT SURVEY CONTROL
 HX1302  ___________________________________________________________________
 HX1302* NAD 83(1986)-  38 08 38.     (N)    080 30 05.     (W)     SCALED    
 HX1302* NAVD 88     -      1156.526  (meters)    3794.37   (feet)  ADJUSTED  
 HX1302  ___________________________________________________________________
 HX1302  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX1302  DYNAMIC HT  -        1155.552 (meters)    3791.17  (feet)  COMP
 HX1302  MODELED GRAV-     979,744.5   (mgal)                       NAVD 88
 HX1302
 HX1302  VERT ORDER  -  SECOND    CLASS 0
 HX1302
 HX1302.The horizontal coordinates were scaled from a topographic map and have
 HX1302.an estimated accuracy of +/- 6 seconds.
 HX1302
 HX1302.The orthometric height was determined by differential leveling
 HX1302.and adjusted by the National Geodetic Survey in June 1991..
 HX1302
 HX1302.The geoid height was determined by GEOID03.
 HX1302
 HX1302.The dynamic height is computed by dividing the NAVD 88
 HX1302.geopotential number by the normal gravity value computed on the
 HX1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1302.degrees latitude (g = 980.6199 gals.).
 HX1302
 HX1302.The modeled gravity was interpolated from observed gravity values.
 HX1302
 HX1302;                    North         East    Units  Estimated Accuracy
 HX1302;SPC WV S     -   127,080.      643,710.      MT  (+/- 180 meters Scaled)
 HX1302
 HX1302                          SUPERSEDED SURVEY CONTROL
 HX1302
 HX1302  NGVD 29 (??/??/92) 1156.652  (m)         3794.78   (f) ADJ UNCH    2 0
 HX1302
 HX1302.Superseded values are not recommended for survey control.
 HX1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1302.See file dsdata.txt to determine how the superseded data were derived.
 HX1302
 HX1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC436218(NAD 83)
 HX1302_MARKER: DB = BENCH MARK DISK
 HX1302_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1302_SP_SET: UNSPECIFIED ROCK
 HX1302_STAMPING: U 238 1962
 HX1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1302
 HX1302  HISTORY     - Date     Condition        Report By
 HX1302  HISTORY     - 1962     MONUMENTED       CGS
 HX1302
 HX1302                          STATION DESCRIPTION
 HX1302
 HX1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1302'7.1 MI S FROM RICHWOOD.
 HX1302'ABOUT 7.1 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION
 HX1302'OF RIVERSIDE DRIVE AT RICHWOOD, ABOUT 0.85 MILES SOUTH OF JUNCTION
 HX1302'OF A GRADED ROAD LEADING WEST, ON THE OUTSIDE, NEAR THE NORTH END
 HX1302'OF A LONG CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST, SET
 HX1302'IN TOP OF A ROCK ABOUT 18 FEET WIDE BY 4 FEET HIGH AT HIGHEST
 HX1302'POINT, SLOPING BACK UNDERGROUND ON THE WEST END, 28.5 FEET WEST
 HX1302'OF CENTER LINE OF THE ROAD, 5.8 FEET NORTHWEST OF THE SOUTHEAST
 HX1302'CORNER OF THE ROCK, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1214 ***********************************************************************
 HX1214  DESIGNATION -  U 239
 HX1214  PID         -  HX1214
 HX1214  STATE/COUNTY-  WV/WEBSTER
 HX1214  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1214
 HX1214                         *CURRENT SURVEY CONTROL
 HX1214  ___________________________________________________________________
 HX1214* NAD 83(1986)-  38 20 23.     (N)    080 33 00.     (W)     SCALED    
 HX1214* NAVD 88     -       821.547  (meters)    2695.36   (feet)  ADJUSTED  
 HX1214  ___________________________________________________________________
 HX1214  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX1214  DYNAMIC HT  -         820.911 (meters)    2693.27  (feet)  COMP
 HX1214  MODELED GRAV-     979,825.4   (mgal)                       NAVD 88
 HX1214
 HX1214  VERT ORDER  -  SECOND    CLASS 0
 HX1214
 HX1214.The horizontal coordinates were scaled from a topographic map and have
 HX1214.an estimated accuracy of +/- 6 seconds.
 HX1214
 HX1214.The orthometric height was determined by differential leveling
 HX1214.and adjusted by the National Geodetic Survey in June 1991..
 HX1214
 HX1214.The geoid height was determined by GEOID03.
 HX1214
 HX1214.The dynamic height is computed by dividing the NAVD 88
 HX1214.geopotential number by the normal gravity value computed on the
 HX1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1214.degrees latitude (g = 980.6199 gals.).
 HX1214
 HX1214.The modeled gravity was interpolated from observed gravity values.
 HX1214
 HX1214;                    North         East    Units  Estimated Accuracy
 HX1214;SPC WV S     -   148,790.      639,340.      MT  (+/- 180 meters Scaled)
 HX1214
 HX1214                          SUPERSEDED SURVEY CONTROL
 HX1214
 HX1214  NGVD 29 (??/??/92)  821.699  (m)         2695.86   (f) ADJ UNCH    2 0
 HX1214
 HX1214.Superseded values are not recommended for survey control.
 HX1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1214.See file dsdata.txt to determine how the superseded data were derived.
 HX1214
 HX1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC393436(NAD 83)
 HX1214_MARKER: DB = BENCH MARK DISK
 HX1214_SETTING: 66 = SET IN ROCK OUTCROP
 HX1214_SP_SET: ROCK LEDGE
 HX1214_STAMPING: U 239 1962
 HX1214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1214+STABILITY: POSITION/ELEVATION WELL
 HX1214
 HX1214  HISTORY     - Date     Condition        Report By
 HX1214  HISTORY     - 1962     MONUMENTED       CGS
 HX1214
 HX1214                          STATION DESCRIPTION
 HX1214
 HX1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1214'3.3 MI SE FROM CAMDEN ON GAULEY.
 HX1214'ABOUT 3.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 HX1214'OVER THE GAULEY RIVER AT CAMDEN ON GAULEY, ABOUT 0.1 MILES SOUTH
 HX1214'OF A SMALL CEMETERY ON THE WEST SIDE OF THE ROAD, AT THE JUNCTION
 HX1214'OF A FARM DRIVE WAY THROUGH A BOARD GATE TO A LARGE OPEN FIELD,
 HX1214'SET ON TOP OF THE NORTH END OF A ROCK LEDGE FORMING THE WEST BANK
 HX1214'OF THE ROAD DITCH ABOUT 60 FEET LONG PROJECTING 2 FEET, 28 FEET
 HX1214'SOUTH OF THE CENTER OF THE BOARD GATE, 13 1/2 FEET WEST OF THE
 HX1214'CENTER LINE OF THE ROAD, 10 FEET SOUTH OF THE NORTH END OF THE
 HX1214'ROCK, 0.7 FEET WEST OF THE EAST EDGE OF THE ROCK, AND ABOUT 1 FOOT
 HX1214'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0970 ***********************************************************************
 JW0970  DESIGNATION -  U 24
 JW0970  PID         -  JW0970
 JW0970  STATE/COUNTY-  WV/PRESTON
 JW0970  USGS QUAD   -  MASONTOWN (1976)
 JW0970
 JW0970                         *CURRENT SURVEY CONTROL
 JW0970  ___________________________________________________________________
 JW0970* NAD 83(1986)-  39 30 05.     (N)    079 46 42.     (W)     SCALED    
 JW0970* NAVD 88     -       548.191  (meters)    1798.52   (feet)  ADJUSTED  
 JW0970  ___________________________________________________________________
 JW0970  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JW0970  DYNAMIC HT  -         547.833 (meters)    1797.35  (feet)  COMP
 JW0970  MODELED GRAV-     979,956.7   (mgal)                       NAVD 88
 JW0970
 JW0970  VERT ORDER  -  SECOND    CLASS 0
 JW0970
 JW0970.The horizontal coordinates were scaled from a topographic map and have
 JW0970.an estimated accuracy of +/- 6 seconds.
 JW0970
 JW0970.The orthometric height was determined by differential leveling
 JW0970.and adjusted by the National Geodetic Survey in June 1991..
 JW0970
 JW0970.The geoid height was determined by GEOID03.
 JW0970
 JW0970.The dynamic height is computed by dividing the NAVD 88
 JW0970.geopotential number by the normal gravity value computed on the
 JW0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0970.degrees latitude (g = 980.6199 gals.).
 JW0970
 JW0970.The modeled gravity was interpolated from observed gravity values.
 JW0970
 JW0970;                    North         East    Units  Estimated Accuracy
 JW0970;SPC WV N     -   111,210.      576,060.      MT  (+/- 180 meters Scaled)
 JW0970
 JW0970                          SUPERSEDED SURVEY CONTROL
 JW0970
 JW0970  NGVD 29 (??/??/92)  548.309  (m)         1798.91   (f) ADJ UNCH    2 0
 JW0970
 JW0970.Superseded values are not recommended for survey control.
 JW0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0970.See file dsdata.txt to determine how the superseded data were derived.
 JW0970
 JW0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD050731(NAD 83)
 JW0970_MARKER: DB = BENCH MARK DISK
 JW0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0970_STAMPING: U 24 1935
 JW0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0970+STABILITY: SURFACE MOTION
 JW0970
 JW0970  HISTORY     - Date     Condition        Report By
 JW0970  HISTORY     - 1935     MONUMENTED       CGS
 JW0970  HISTORY     - 1956     GOOD             NGS
 JW0970
 JW0970                          STATION DESCRIPTION
 JW0970
 JW0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JW0970'1.5 MI E FROM REEDSVILLE.
 JW0970'1.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0970'STATION AT REEDSVILLE, 0.3 MILE EAST OF THE GRADE CROSSING AT
 JW0970'MORGAN MINES, 163 FEET EAST OF A WHISTLE POST, 15 FEET SOUTH OF
 JW0970'THE SOUTH RAIL, AND 5 FEET WEST OF A POLE.  THE CONCRETE POST IS
 JW0970'PAINTED BM 1798.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0838 ***********************************************************************
 HX0838  DESIGNATION -  U 240
 HX0838  PID         -  HX0838
 HX0838  STATE/COUNTY-  WV/WEBSTER
 HX0838  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0838
 HX0838                         *CURRENT SURVEY CONTROL
 HX0838  ___________________________________________________________________
 HX0838* NAD 83(1986)-  38 21 46.     (N)    080 28 59.     (W)     SCALED    
 HX0838* NAVD 88     -       773.096  (meters)    2536.40   (feet)  ADJUSTED  
 HX0838  ___________________________________________________________________
 HX0838  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HX0838  DYNAMIC HT  -         772.481 (meters)    2534.38  (feet)  COMP
 HX0838  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 HX0838
 HX0838  VERT ORDER  -  SECOND    CLASS 0
 HX0838
 HX0838.The horizontal coordinates were scaled from a topographic map and have
 HX0838.an estimated accuracy of +/- 6 seconds.
 HX0838
 HX0838.The orthometric height was determined by differential leveling
 HX0838.and adjusted by the National Geodetic Survey in June 1991..
 HX0838
 HX0838.The geoid height was determined by GEOID03.
 HX0838
 HX0838.The dynamic height is computed by dividing the NAVD 88
 HX0838.geopotential number by the normal gravity value computed on the
 HX0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0838.degrees latitude (g = 980.6199 gals.).
 HX0838
 HX0838.The modeled gravity was interpolated from observed gravity values.
 HX0838
 HX0838;                    North         East    Units  Estimated Accuracy
 HX0838;SPC WV S     -   151,380.      645,180.      MT  (+/- 180 meters Scaled)
 HX0838
 HX0838                          SUPERSEDED SURVEY CONTROL
 HX0838
 HX0838  NGVD 29 (??/??/92)  773.226  (m)         2536.83   (f) ADJ UNCH    2 0
 HX0838
 HX0838.Superseded values are not recommended for survey control.
 HX0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0838.See file dsdata.txt to determine how the superseded data were derived.
 HX0838
 HX0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC451461(NAD 83)
 HX0838_MARKER: DB = BENCH MARK DISK
 HX0838_SETTING: 66 = SET IN ROCK OUTCROP
 HX0838_SP_SET: ROCK CUT
 HX0838_STAMPING: U 240 1962
 HX0838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0838+STABILITY: POSITION/ELEVATION WELL
 HX0838
 HX0838  HISTORY     - Date     Condition        Report By
 HX0838  HISTORY     - 1962     MONUMENTED       CGS
 HX0838
 HX0838                          STATION DESCRIPTION
 HX0838
 HX0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0838'1.2 MI SW FROM DYER.
 HX0838'1.2 MILES SOUTHWEST ALONG FOREST SERVICE ROAD 101 FROM THE
 HX0838'FOOTBRIDGE OVER WILLIAMS RIVER AT DYER, SET VERTICALLY IN THE
 HX0838'SOUTHEAST FACE OF A ROCK CUT, ABOUT 40 FEET NORTHEAST OF THE
 HX0838'SOUTHWEST END OF THE ROCK PART OF THE CUT, 17 FEET NORTHWEST
 HX0838'OF THE CENTER LINE OF THE ROAD, 2 FEET ABOVE THE LEVEL OF THE
 HX0838'GROUND, AND 3.5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0820 ***********************************************************************
 HX0820  DESIGNATION -  U 241
 HX0820  PID         -  HX0820
 HX0820  STATE/COUNTY-  WV/WEBSTER
 HX0820  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0820
 HX0820                         *CURRENT SURVEY CONTROL
 HX0820  ___________________________________________________________________
 HX0820* NAD 83(1986)-  38 15 35.     (N)    080 23 31.     (W)     SCALED    
 HX0820* NAVD 88     -       874.493  (meters)    2869.07   (feet)  ADJUSTED  
 HX0820  ___________________________________________________________________
 HX0820  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HX0820  DYNAMIC HT  -         873.763 (meters)    2866.67  (feet)  COMP
 HX0820  MODELED GRAV-     979,764.3   (mgal)                       NAVD 88
 HX0820
 HX0820  VERT ORDER  -  SECOND    CLASS 0
 HX0820
 HX0820.The horizontal coordinates were scaled from a topographic map and have
 HX0820.an estimated accuracy of +/- 6 seconds.
 HX0820
 HX0820.The orthometric height was determined by differential leveling
 HX0820.and adjusted by the National Geodetic Survey in June 1991..
 HX0820
 HX0820.The geoid height was determined by GEOID03.
 HX0820
 HX0820.The dynamic height is computed by dividing the NAVD 88
 HX0820.geopotential number by the normal gravity value computed on the
 HX0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0820.degrees latitude (g = 980.6199 gals.).
 HX0820
 HX0820.The modeled gravity was interpolated from observed gravity values.
 HX0820
 HX0820;                    North         East    Units  Estimated Accuracy
 HX0820;SPC WV S     -   139,990.      653,210.      MT  (+/- 180 meters Scaled)
 HX0820
 HX0820                          SUPERSEDED SURVEY CONTROL
 HX0820
 HX0820  NGVD 29 (??/??/92)  874.586  (m)         2869.37   (f) ADJ UNCH    2 0
 HX0820
 HX0820.Superseded values are not recommended for survey control.
 HX0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0820.See file dsdata.txt to determine how the superseded data were derived.
 HX0820
 HX0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC531348(NAD 83)
 HX0820_MARKER: DB = BENCH MARK DISK
 HX0820_SETTING: 80 = SET IN A BOULDER
 HX0820_SP_SET: BOULDER
 HX0820_STAMPING: U 241 1962
 HX0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0820+STABILITY: SURFACE MOTION
 HX0820
 HX0820  HISTORY     - Date     Condition        Report By
 HX0820  HISTORY     - 1962     MONUMENTED       CGS
 HX0820
 HX0820                          STATION DESCRIPTION
 HX0820
 HX0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0820'13.7 MI SE FROM DYER.
 HX0820'5.9 MILES SOUTHWEST AND SOUTHEAST ALONG FOREST SERVICE ROAD
 HX0820'101 FROM THE FOOTBRIDGE OVER THE WILLIAMS RIVER AT DYER, THENCE
 HX0820'ABOUT 7.8 MILES SOUTHEAST ALONG FOREST SERVICE ROAD 76, ABOUT
 HX0820'0.6 MILE WEST OF A GRADED ROAD LEADING SOUTHEAST (FOREST SERVICE
 HX0820'ROAD), ABOUT 0.1 MILE EAST OF COLD BRANCH, SET VERTICALLY IN THE
 HX0820'WEST FACE OF THE SOUTHWEST CORNER OF A ROCK THAT IS ABOUT
 HX0820'20-BY 50-FOOT LONG AND 12-FOOT HIGH, 35 FEET NORTH OF THE
 HX0820'CENTER LINE OF THE ROAD, 8 FEET NORTH OF THE SOUTHWEST CORNER
 HX0820'OF THE ROCK, 2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 HX0820'15 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0862 ***********************************************************************
 HX0862  DESIGNATION -  U 242
 HX0862  PID         -  HX0862
 HX0862  STATE/COUNTY-  WV/POCAHONTAS
 HX0862  USGS QUAD   -  LOBELIA (1995)
 HX0862
 HX0862                         *CURRENT SURVEY CONTROL
 HX0862  ___________________________________________________________________
 HX0862* NAD 83(1986)-  38 11 31.     (N)    080 21 17.     (W)     SCALED    
 HX0862* NAVD 88     -      1010.335  (meters)    3314.74   (feet)  ADJUSTED  
 HX0862  ___________________________________________________________________
 HX0862  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0862  DYNAMIC HT  -        1009.473 (meters)    3311.91  (feet)  COMP
 HX0862  MODELED GRAV-     979,740.7   (mgal)                       NAVD 88
 HX0862
 HX0862  VERT ORDER  -  SECOND    CLASS 0
 HX0862
 HX0862.The horizontal coordinates were scaled from a topographic map and have
 HX0862.an estimated accuracy of +/- 6 seconds.
 HX0862
 HX0862.The orthometric height was determined by differential leveling
 HX0862.and adjusted by the National Geodetic Survey in June 1991..
 HX0862
 HX0862.The geoid height was determined by GEOID03.
 HX0862
 HX0862.The dynamic height is computed by dividing the NAVD 88
 HX0862.geopotential number by the normal gravity value computed on the
 HX0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0862.degrees latitude (g = 980.6199 gals.).
 HX0862
 HX0862.The modeled gravity was interpolated from observed gravity values.
 HX0862
 HX0862;                    North         East    Units  Estimated Accuracy
 HX0862;SPC WV S     -   132,490.      656,520.      MT  (+/- 180 meters Scaled)
 HX0862
 HX0862                          SUPERSEDED SURVEY CONTROL
 HX0862
 HX0862  NGVD 29 (??/??/92) 1010.411  (m)         3314.99   (f) ADJ UNCH    2 0
 HX0862
 HX0862.Superseded values are not recommended for survey control.
 HX0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0862.See file dsdata.txt to determine how the superseded data were derived.
 HX0862
 HX0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC565273(NAD 83)
 HX0862_MARKER: DB = BENCH MARK DISK
 HX0862_SETTING: 80 = SET IN A BOULDER
 HX0862_SP_SET: BOULDER
 HX0862_STAMPING: U 242 1962
 HX0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0862+STABILITY: SURFACE MOTION
 HX0862
 HX0862  HISTORY     - Date     Condition        Report By
 HX0862  HISTORY     - 1962     MONUMENTED       CGS
 HX0862
 HX0862                          STATION DESCRIPTION
 HX0862
 HX0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0862'16.1 MI E FROM RICHWOOD.
 HX0862'16.1 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 HX0862'AT RICHWOOD, ABOUT 0.35 MILE EAST OF THE POCAHONTAS AND GREENBRIER
 HX0862'COUNTY LINE, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING WEST
 HX0862'AND SOUTHEAST, ON THE WEST BANK OF A SMALL CREEK, SET ON TOP OF THE
 HX0862'NORTH EDGE OF A SLIGHTLY ROUNDED ROCK THAT IS ABOUT 10-FOOT WIDE
 HX0862'BY 1 1/2-FOOT HIGH, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX0862'HIGHWAY, 14 FEET WEST OF THE SOUTHWEST END OF A 18-INCH PIPE
 HX0862'CULVERT, 1 FOOT SOUTH OF THE NORTH EDGE OF THE ROCK, AND ABOUT
 HX0862'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0975 ***********************************************************************
 HX0975  DESIGNATION -  U 243
 HX0975  PID         -  HX0975
 HX0975  STATE/COUNTY-  WV/GREENBRIER
 HX0975  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0975
 HX0975                         *CURRENT SURVEY CONTROL
 HX0975  ___________________________________________________________________
 HX0975* NAD 83(1986)-  38 07 51.     (N)    080 29 25.     (W)     SCALED    
 HX0975* NAVD 88     -      1132.354  (meters)    3715.06   (feet)  ADJUSTED  
 HX0975  ___________________________________________________________________
 HX0975  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HX0975  DYNAMIC HT  -        1131.382 (meters)    3711.88  (feet)  COMP
 HX0975  MODELED GRAV-     979,730.5   (mgal)                       NAVD 88
 HX0975
 HX0975  VERT ORDER  -  SECOND    CLASS 0
 HX0975
 HX0975.The horizontal coordinates were scaled from a topographic map and have
 HX0975.an estimated accuracy of +/- 6 seconds.
 HX0975
 HX0975.The orthometric height was determined by differential leveling
 HX0975.and adjusted by the National Geodetic Survey in June 1991..
 HX0975
 HX0975.The geoid height was determined by GEOID03.
 HX0975
 HX0975.The dynamic height is computed by dividing the NAVD 88
 HX0975.geopotential number by the normal gravity value computed on the
 HX0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0975.degrees latitude (g = 980.6199 gals.).
 HX0975
 HX0975.The modeled gravity was interpolated from observed gravity values.
 HX0975
 HX0975;                    North         East    Units  Estimated Accuracy
 HX0975;SPC WV S     -   125,630.      644,690.      MT  (+/- 180 meters Scaled)
 HX0975
 HX0975                          SUPERSEDED SURVEY CONTROL
 HX0975
 HX0975  NGVD 29 (??/??/92) 1132.463  (m)         3715.42   (f) ADJ UNCH    2 0
 HX0975
 HX0975.Superseded values are not recommended for survey control.
 HX0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0975.See file dsdata.txt to determine how the superseded data were derived.
 HX0975
 HX0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC446204(NAD 83)
 HX0975_MARKER: DB = BENCH MARK DISK
 HX0975_SETTING: 66 = SET IN ROCK OUTCROP
 HX0975_SP_SET: PROJECTING ROCK
 HX0975_STAMPING: U 243 1962
 HX0975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0975+STABILITY: POSITION/ELEVATION WELL
 HX0975
 HX0975  HISTORY     - Date     Condition        Report By
 HX0975  HISTORY     - 1962     MONUMENTED       CGS
 HX0975
 HX0975                          STATION DESCRIPTION
 HX0975
 HX0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0975'8.4 MI S FROM RICHWOOD.
 HX0975'8.4 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION OF
 HX0975'RIVERSIDE DRIVE AT RICHWOOD, ABOUT 0.4 MILES SOUTH OF THE -Y-
 HX0975'JUNCTION OF A GRADED ROAD LEADING SOUTH, ON THE OUTSIDE, AT THE
 HX0975'WEST END OF A CURVE WITH TANGENTS EXTENDING NORTH AND WEST, AT AN
 HX0975'OLD ABANDONED STRIP MINE, SET IN TOP OF SOUTHWEST CORNER OF A
 HX0975'ROCK ABOUT 15 FEET LONG BY 4 FEET HIGH ON THE SOUTH SIDE,
 HX0975'PROJECTING OUT FROM UNDER THE ROAD FILL, 50 FEET SOUTH OF CENTER
 HX0975'LINE OF THE ROAD, 2.2 FEET EAST OF THE SOUTHWEST CORNER OF ROCK,
 HX0975'AND ABOUT 19 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0669 ***********************************************************************
 HX0669  DESIGNATION -  U 244
 HX0669  PID         -  HX0669
 HX0669  STATE/COUNTY-  WV/WEBSTER
 HX0669  USGS QUAD   -  BERGOO (1995)
 HX0669
 HX0669                         *CURRENT SURVEY CONTROL
 HX0669  ___________________________________________________________________
 HX0669* NAD 83(1986)-  38 25 36.     (N)    080 20 24.     (W)     SCALED    
 HX0669* NAVD 88     -       721.193  (meters)    2366.11   (feet)  ADJUSTED  
 HX0669  ___________________________________________________________________
 HX0669  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HX0669  DYNAMIC HT  -         720.631 (meters)    2364.27  (feet)  COMP
 HX0669  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 HX0669
 HX0669  VERT ORDER  -  SECOND    CLASS 0
 HX0669
 HX0669.The horizontal coordinates were scaled from a topographic map and have
 HX0669.an estimated accuracy of +/- 6 seconds.
 HX0669
 HX0669.The orthometric height was determined by differential leveling
 HX0669.and adjusted by the National Geodetic Survey in June 1991..
 HX0669
 HX0669.The geoid height was determined by GEOID03.
 HX0669
 HX0669.The dynamic height is computed by dividing the NAVD 88
 HX0669.geopotential number by the normal gravity value computed on the
 HX0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0669.degrees latitude (g = 980.6199 gals.).
 HX0669
 HX0669.The modeled gravity was interpolated from observed gravity values.
 HX0669
 HX0669;                    North         East    Units  Estimated Accuracy
 HX0669;SPC WV S     -   158,550.      657,630.      MT  (+/- 180 meters Scaled)
 HX0669
 HX0669                          SUPERSEDED SURVEY CONTROL
 HX0669
 HX0669  NGVD 29 (??/??/92)  721.329  (m)         2366.56   (f) ADJ UNCH    2 0
 HX0669
 HX0669.Superseded values are not recommended for survey control.
 HX0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0669.See file dsdata.txt to determine how the superseded data were derived.
 HX0669
 HX0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC576533(NAD 83)
 HX0669_MARKER: DB = BENCH MARK DISK
 HX0669_SETTING: 66 = SET IN ROCK OUTCROP
 HX0669_SP_SET: PROJECTING ROCK
 HX0669_STAMPING: U 244 1962
 HX0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0669+STABILITY: POSITION/ELEVATION WELL
 HX0669
 HX0669  HISTORY     - Date     Condition        Report By
 HX0669  HISTORY     - 1962     MONUMENTED       CGS
 HX0669
 HX0669                          STATION DESCRIPTION
 HX0669
 HX0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0669'8 MI SE FROM BOLAIR.
 HX0669'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0669'BOLAIR, THENCE ABOUT 7.8 MILES SOUTHEAST ALONG GAULEY RIVER ROAD,
 HX0669'ABOUT 0.15 MILE EAST OF HUGHES RUN, SET VERTICALLY IN THE SOUTH
 HX0669'FACE OF A ROCK THAT IS ABOUT 10-FOOT WIDE AND 5 1/2 FOOT HIGH
 HX0669'THAT PROJECTS OUT OF THE GROUND, AT THE EAST END OF A LONG CUT,
 HX0669'17 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 1/2
 HX0669'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0630 ***********************************************************************
 HX0630  DESIGNATION -  U 245
 HX0630  PID         -  HX0630
 HX0630  STATE/COUNTY-  WV/POCAHONTAS
 HX0630  USGS QUAD   -  MINGO (1995)
 HX0630
 HX0630                         *CURRENT SURVEY CONTROL
 HX0630  ___________________________________________________________________
 HX0630* NAD 83(1986)-  38 24 37.     (N)    080 07 20.     (W)     SCALED    
 HX0630* NAVD 88     -       826.070  (meters)    2710.20   (feet)  ADJUSTED  
 HX0630  ___________________________________________________________________
 HX0630  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0630  DYNAMIC HT  -         825.401 (meters)    2708.00  (feet)  COMP
 HX0630  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 HX0630
 HX0630  VERT ORDER  -  FIRST     CLASS II
 HX0630
 HX0630.The horizontal coordinates were scaled from a topographic map and have
 HX0630.an estimated accuracy of +/- 6 seconds.
 HX0630
 HX0630.The orthometric height was determined by differential leveling
 HX0630.and adjusted by the National Geodetic Survey in June 1991..
 HX0630
 HX0630.The geoid height was determined by GEOID03.
 HX0630
 HX0630.The dynamic height is computed by dividing the NAVD 88
 HX0630.geopotential number by the normal gravity value computed on the
 HX0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0630.degrees latitude (g = 980.6199 gals.).
 HX0630
 HX0630.The modeled gravity was interpolated from observed gravity values.
 HX0630
 HX0630;                    North         East    Units  Estimated Accuracy
 HX0630;SPC WV S     -   156,890.      676,660.      MT  (+/- 180 meters Scaled)
 HX0630
 HX0630                          SUPERSEDED SURVEY CONTROL
 HX0630
 HX0630  NGVD 29 (??/??/92)  826.167  (m)         2710.52   (f) ADJ UNCH    1 2
 HX0630
 HX0630.Superseded values are not recommended for survey control.
 HX0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0630.See file dsdata.txt to determine how the superseded data were derived.
 HX0630
 HX0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC766517(NAD 83)
 HX0630_MARKER: DB = BENCH MARK DISK
 HX0630_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX0630_STAMPING: U 245 1962
 HX0630_MARK LOGO: CGS   
 HX0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0630+STABILITY: SURFACE MOTION
 HX0630
 HX0630  HISTORY     - Date     Condition        Report By
 HX0630  HISTORY     - 1962     MONUMENTED       CGS
 HX0630  HISTORY     - 1983     GOOD             NGS
 HX0630
 HX0630                          STATION DESCRIPTION
 HX0630
 HX0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0630'0.4 MI S FROM SLATY FORK.
 HX0630'0.35 MILE SOUTH ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL
 HX0630'AT SLATY FORK, ABOUT 0.1 MILE SOUTH OF THE SLATY FORK METHODIST
 HX0630'CHURCH, SET ON TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT
 HX0630'OF A 20-FOOT CONCRETE BRIDGE OVER SLATY FORK CREEK, 14 FEET
 HX0630'EAST OF THE CENTER LINE OF THE HIGHWAY, 0.4 FEET EAST OF THE
 HX0630'SOUTH END OF THE EAST CONCRETE BANISTER, AND ABOUT 0.5 FOOT
 HX0630'BELOW THE LEVEL OF THE HIGHWAY.
 HX0630
 HX0630                          STATION RECOVERY (1983)
 HX0630
 HX0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0769 ***********************************************************************
 HX0769  DESIGNATION -  U 246
 HX0769  PID         -  HX0769
 HX0769  STATE/COUNTY-  WV/POCAHONTAS
 HX0769  USGS QUAD   -  EDRAY (1995)
 HX0769
 HX0769                         *CURRENT SURVEY CONTROL
 HX0769  ___________________________________________________________________
 HX0769* NAD 83(1986)-  38 16 10.     (N)    080 06 11.     (W)     SCALED    
 HX0769* NAVD 88     -       726.190  (meters)    2382.51   (feet)  ADJUSTED  
 HX0769  ___________________________________________________________________
 HX0769  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HX0769  DYNAMIC HT  -         725.604 (meters)    2380.59  (feet)  COMP
 HX0769  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 HX0769
 HX0769  VERT ORDER  -  SECOND    CLASS 0
 HX0769
 HX0769.The horizontal coordinates were scaled from a topographic map and have
 HX0769.an estimated accuracy of +/- 6 seconds.
 HX0769
 HX0769.The orthometric height was determined by differential leveling
 HX0769.and adjusted by the National Geodetic Survey in June 1991..
 HX0769
 HX0769.The geoid height was determined by GEOID03.
 HX0769
 HX0769.The dynamic height is computed by dividing the NAVD 88
 HX0769.geopotential number by the normal gravity value computed on the
 HX0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0769.degrees latitude (g = 980.6199 gals.).
 HX0769
 HX0769.The modeled gravity was interpolated from observed gravity values.
 HX0769
 HX0769;                    North         East    Units  Estimated Accuracy
 HX0769;SPC WV S     -   141,270.      678,490.      MT  (+/- 180 meters Scaled)
 HX0769
 HX0769                          SUPERSEDED SURVEY CONTROL
 HX0769
 HX0769  NGVD 29 (??/??/92)  726.269  (m)         2382.77   (f) ADJ UNCH    2 0
 HX0769
 HX0769.Superseded values are not recommended for survey control.
 HX0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0769.See file dsdata.txt to determine how the superseded data were derived.
 HX0769
 HX0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC784360(NAD 83)
 HX0769_MARKER: DB = BENCH MARK DISK
 HX0769_SETTING: 66 = SET IN ROCK OUTCROP
 HX0769_SP_SET: ROCK CUT
 HX0769_STAMPING: U 246 1962
 HX0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0769+STABILITY: POSITION/ELEVATION WELL
 HX0769
 HX0769  HISTORY     - Date     Condition        Report By
 HX0769  HISTORY     - 1962     MONUMENTED       CGS
 HX0769
 HX0769                          STATION DESCRIPTION
 HX0769
 HX0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0769'3.7 MI NW FROM MARLINTON.
 HX0769'3.15 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST END
 HX0769'OF THE STATE HIGHWAY 39 BRIDGE OVER THE GREENBRIER RIVER AT
 HX0769'MARLINTON, THENCE 0.55 MILE WEST ALONG A BLACK TOP ROAD, ABOUT
 HX0769'0.15 MILE SOUTHEAST OF THE JUNCTION OF THE ENTRANCE TO THE STATE
 HX0769'FISH HATCHERY, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK
 HX0769'CUT THAT IS ABOUT 110 YARDS LONG ON THE INSIDE OF A CURVE
 HX0769'NORTHWEST BY NORTHEAST, 9 1/2 FEET SOUTHWEST OF THE NORTHEAST
 HX0769'END OF THE ROCK CUT, 17 1/2 FEET NORTH OF THE CENTER LINE OF THE
 HX0769'ROAD, 43 FEET NORTHEAST OF THE APPROXIMATE CENTER LINE OF THE
 HX0769'CURVE, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND ABOUT 1 1/2
 HX0769'FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0709 ***********************************************************************
 HX0709  DESIGNATION -  U 247
 HX0709  PID         -  HX0709
 HX0709  STATE/COUNTY-  WV/POCAHONTAS
 HX0709  USGS QUAD   -  SHARP KNOB (1995)
 HX0709
 HX0709                         *CURRENT SURVEY CONTROL
 HX0709  ___________________________________________________________________
 HX0709* NAD 83(1986)-  38 23 06.     (N)    080 12 44.     (W)     SCALED    
 HX0709* NAVD 88     -      1199.772  (meters)    3936.25   (feet)  ADJUSTED  
 HX0709  ___________________________________________________________________
 HX0709  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HX0709  DYNAMIC HT  -        1198.810 (meters)    3933.10  (feet)  COMP
 HX0709  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 HX0709
 HX0709  VERT ORDER  -  SECOND    CLASS 0
 HX0709
 HX0709.The horizontal coordinates were scaled from a topographic map and have
 HX0709.an estimated accuracy of +/- 6 seconds.
 HX0709
 HX0709.The orthometric height was determined by differential leveling
 HX0709.and adjusted by the National Geodetic Survey in June 1991..
 HX0709
 HX0709.The geoid height was determined by GEOID03.
 HX0709
 HX0709.The dynamic height is computed by dividing the NAVD 88
 HX0709.geopotential number by the normal gravity value computed on the
 HX0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0709.degrees latitude (g = 980.6199 gals.).
 HX0709
 HX0709.The modeled gravity was interpolated from observed gravity values.
 HX0709
 HX0709;                    North         East    Units  Estimated Accuracy
 HX0709;SPC WV S     -   154,010.      668,820.      MT  (+/- 180 meters Scaled)
 HX0709
 HX0709                          SUPERSEDED SURVEY CONTROL
 HX0709
 HX0709  NGVD 29 (??/??/92) 1199.879  (m)         3936.60   (f) ADJ UNCH    2 0
 HX0709
 HX0709.Superseded values are not recommended for survey control.
 HX0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0709.See file dsdata.txt to determine how the superseded data were derived.
 HX0709
 HX0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC688488(NAD 83)
 HX0709_MARKER: DB = BENCH MARK DISK
 HX0709_SETTING: 66 = SET IN ROCK OUTCROP
 HX0709_SP_SET: ROCK CUT
 HX0709_STAMPING: U 247 1962
 HX0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0709+STABILITY: POSITION/ELEVATION WELL
 HX0709
 HX0709  HISTORY     - Date     Condition        Report By
 HX0709  HISTORY     - 1962     MONUMENTED       CGS
 HX0709  HISTORY     - 1974     MARK NOT FOUND   USGS
 HX0709
 HX0709                          STATION DESCRIPTION
 HX0709
 HX0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0709'12.6 MI NW FROM SLATY FORK.
 HX0709'4.6 MILES NORTHWEST ALONG ABANDONED RAILWAY BED (TRAIL) FROM
 HX0709'THE POST OFFICE AT SLATY FORK, THENCE ABOUT 2.7 MILES SOUTHWEST
 HX0709'ALONG U.S. FORESTRY ROAD 24, THENCE ABOUT 5.3 MILES SOUTHWEST
 HX0709'ALONG GRADED ROAD LEADING TO A LARGE COAL MINE, ABOUT 1.35 MILES
 HX0709'NORTHEAST OF THE CONVEYOR BELTS AND OFFICE BUILDINGS AT THE COAL
 HX0709'MINE, SET VERTICALLY IN THE EAST FACE OF A SMALL ROCK CUT ABOUT
 HX0709'30 YARDS LONG ON THE INSIDE OF AND AT THE SOUTH END OF A LONG
 HX0709'CURVE FROM NORTHWEST TO THE SOUTH-SOUTHEAST, 37 FEET NORTH OF THE
 HX0709'SOUTH END OF THE ROCK CUT, ABOUT 1 1/2 FEET ABOVE GROUND, AND
 HX0709'ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0709
 HX0709                          STATION RECOVERY (1974)
 HX0709
 HX0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HX0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0843 ***********************************************************************
 HX0843  DESIGNATION -  U 248
 HX0843  PID         -  HX0843
 HX0843  STATE/COUNTY-  WV/POCAHONTAS
 HX0843  USGS QUAD   -  HILLSBORO (1995)
 HX0843
 HX0843                         *CURRENT SURVEY CONTROL
 HX0843  ___________________________________________________________________
 HX0843* NAD 83(1986)-  38 09 19.     (N)    080 10 50.     (W)     SCALED    
 HX0843* NAVD 88     -       672.850  (meters)    2207.51   (feet)  ADJUSTED  
 HX0843  ___________________________________________________________________
 HX0843  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX0843  DYNAMIC HT  -         672.307 (meters)    2205.73  (feet)  COMP
 HX0843  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 HX0843
 HX0843  VERT ORDER  -  FIRST     CLASS II
 HX0843
 HX0843.The horizontal coordinates were scaled from a topographic map and have
 HX0843.an estimated accuracy of +/- 6 seconds.
 HX0843
 HX0843.The orthometric height was determined by differential leveling
 HX0843.and adjusted by the National Geodetic Survey in June 1991..
 HX0843
 HX0843.The geoid height was determined by GEOID03.
 HX0843
 HX0843.The dynamic height is computed by dividing the NAVD 88
 HX0843.geopotential number by the normal gravity value computed on the
 HX0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0843.degrees latitude (g = 980.6199 gals.).
 HX0843
 HX0843.The modeled gravity was interpolated from observed gravity values.
 HX0843
 HX0843;                    North         East    Units  Estimated Accuracy
 HX0843;SPC WV S     -   128,540.      671,820.      MT  (+/- 180 meters Scaled)
 HX0843
 HX0843                          SUPERSEDED SURVEY CONTROL
 HX0843
 HX0843  NGVD 29 (??/??/92)  672.951  (m)         2207.84   (f) ADJ UNCH    1 2
 HX0843
 HX0843.Superseded values are not recommended for survey control.
 HX0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0843.See file dsdata.txt to determine how the superseded data were derived.
 HX0843
 HX0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC717233(NAD 83)
 HX0843_MARKER: DB = BENCH MARK DISK
 HX0843_SETTING: 66 = SET IN ROCK OUTCROP
 HX0843_SP_SET: ROCK CUT
 HX0843_STAMPING: U 248 1962
 HX0843_MARK LOGO: CGS   
 HX0843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0843+STABILITY: POSITION/ELEVATION WELL
 HX0843
 HX0843  HISTORY     - Date     Condition        Report By
 HX0843  HISTORY     - 1962     MONUMENTED       CGS
 HX0843  HISTORY     - 1983     GOOD             NGS
 HX0843
 HX0843                          STATION DESCRIPTION
 HX0843
 HX0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0843'0.2 MI SW FROM MILL POINT.
 HX0843'AT MILL POINT, ABOUT 0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 219
 HX0843'FROM THE JUNCTION OF STATE HIGHWAY 39, ABOUT 0.1 MILE SOUTH OF THE
 HX0843'SOUTH END OF A CONCRETE BRIDGE OVER STAMPING CREEK, SET VERTICALLY
 HX0843'IN THE EAST FACE OF A ROCK CUT THAT IS ABOUT 100 YARDS LONG,
 HX0843'ON THE INSIDE OF A SLIGHT CURVE, 139 FEET SOUTH OF THE CENTER OF
 HX0843'THE JUNCTION OF A PRIVATE DRIVE LEADING SOUTHEAST TO A LARGE
 HX0843'WOODEN HOUSE COVERED WITH BRICK SIDING, 19 FEET WEST OF THE
 HX0843'CENTER LINE OF THE HIGHWAY, 73 FEET NORTH OF THE SOUTH END OF THE
 HX0843'CUT, ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 4 1/2
 HX0843'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX0843
 HX0843                          STATION RECOVERY (1983)
 HX0843
 HX0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0887 ***********************************************************************
 HX0887  DESIGNATION -  U 249
 HX0887  PID         -  HX0887
 HX0887  STATE/COUNTY-  WV/GREENBRIER
 HX0887  USGS QUAD   -  DROOP (1995)
 HX0887
 HX0887                         *CURRENT SURVEY CONTROL
 HX0887  ___________________________________________________________________
 HX0887* NAD 83(1986)-  38 03 47.     (N)    080 22 25.     (W)     SCALED    
 HX0887* NAVD 88     -       653.345  (meters)    2143.52   (feet)  ADJUSTED  
 HX0887  ___________________________________________________________________
 HX0887  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX0887  DYNAMIC HT  -         652.813 (meters)    2141.77  (feet)  COMP
 HX0887  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 HX0887
 HX0887  VERT ORDER  -  SECOND    CLASS 0
 HX0887
 HX0887.The horizontal coordinates were scaled from a topographic map and have
 HX0887.an estimated accuracy of +/- 6 seconds.
 HX0887
 HX0887.The orthometric height was determined by differential leveling
 HX0887.and adjusted by the National Geodetic Survey in June 1991..
 HX0887
 HX0887.The geoid height was determined by GEOID03.
 HX0887
 HX0887.The dynamic height is computed by dividing the NAVD 88
 HX0887.geopotential number by the normal gravity value computed on the
 HX0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0887.degrees latitude (g = 980.6199 gals.).
 HX0887
 HX0887.The modeled gravity was interpolated from observed gravity values.
 HX0887
 HX0887;                    North         East    Units  Estimated Accuracy
 HX0887;SPC WV S     -   118,170.      654,970.      MT  (+/- 180 meters Scaled)
 HX0887
 HX0887                          SUPERSEDED SURVEY CONTROL
 HX0887
 HX0887  NGVD 29 (??/??/92)  653.468  (m)         2143.92   (f) ADJ UNCH    2 0
 HX0887
 HX0887.Superseded values are not recommended for survey control.
 HX0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0887.See file dsdata.txt to determine how the superseded data were derived.
 HX0887
 HX0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC549129(NAD 83)
 HX0887_MARKER: DB = BENCH MARK DISK
 HX0887_SETTING: 66 = SET IN ROCK OUTCROP
 HX0887_SP_SET: ROCK CUT
 HX0887_STAMPING: U 249 1962
 HX0887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0887+STABILITY: POSITION/ELEVATION WELL
 HX0887
 HX0887  HISTORY     - Date     Condition        Report By
 HX0887  HISTORY     - 1962     MONUMENTED       CGS
 HX0887  HISTORY     - 1983     GOOD             NGS
 HX0887  HISTORY     - 1983     GOOD             NGS
 HX0887
 HX0887                          STATION DESCRIPTION
 HX0887
 HX0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0887'6.8 MI N FROM RENICK.
 HX0887'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE HIGH SCHOOL
 HX0887'AT RENICK, THENCE ABOUT 3.45 MILES NORTHWEST ALONG BLACK TOP
 HX0887'ROAD, ABOUT 1.15 MILES NORTHWEST OF THE JUNCTION OF A BLACK TOP
 HX0887'ROAD LEADING NORTHEAST UP ALONG ROBBINS RUN, ABOUT 0.2 MILES
 HX0887'NORTH OF THE NORTHEAST END OF A SWINGING WOODEN WALK BRIDGE
 HX0887'ACROSS SPRING CREEK, AT A VILLAGE KNOWN AS OSCAR, ABOUT 81
 HX0887'YARDS NORTH OF THE JUNCTION OF A WELL USED FOOT PATH LEADING
 HX0887'NORTHEAST UP THE MOUNTAIN FOLLOWING A SMALL BRANCH, SET
 HX0887'VERTICALLY ON THE SOUTHWEST FACE OF A HUGH ROCK CUT ABOUT 80
 HX0887'FEET LONG PROJECTING 20 FEET IN A LONGER ROCK CUT, 14 FEET EAST
 HX0887'OF THE CENTER LINE OF THE ROAD, 7 FEET NORTH OF THE SOUTH END
 HX0887'OF THE ROCK, ABOUT 2 FEET ABOVE THE GROUND LEVEL, AND ABOUT 1 1/2
 HX0887'FEET ABOVE THE LEVEL OF THE ROAD.
 HX0887
 HX0887                          STATION RECOVERY (1983)
 HX0887
 HX0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0887'RECOVERED IN GOOD CONDITION.
 HX0887
 HX0887                          STATION RECOVERY (1983)
 HX0887
 HX0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1700 ***********************************************************************
 HX1700  DESIGNATION -  U 25
 HX1700  PID         -  HX1700
 HX1700  STATE/COUNTY-  WV/CALHOUN
 HX1700  USGS QUAD   -  GRANTSVILLE (1966)
 HX1700
 HX1700                         *CURRENT SURVEY CONTROL
 HX1700  ___________________________________________________________________
 HX1700* NAD 83(1986)-  38 59 06.     (N)    081 04 18.     (W)     SCALED    
 HX1700* NAVD 88     -       236.060  (meters)     774.47   (feet)  ADJUSTED  
 HX1700  ___________________________________________________________________
 HX1700  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HX1700  DYNAMIC HT  -         235.904 (meters)     773.96  (feet)  COMP
 HX1700  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 HX1700
 HX1700  VERT ORDER  -  SECOND    CLASS 0
 HX1700
 HX1700.The horizontal coordinates were scaled from a topographic map and have
 HX1700.an estimated accuracy of +/- 6 seconds.
 HX1700
 HX1700.The orthometric height was determined by differential leveling
 HX1700.and adjusted by the National Geodetic Survey in June 1991..
 HX1700
 HX1700.The geoid height was determined by GEOID03.
 HX1700
 HX1700.The dynamic height is computed by dividing the NAVD 88
 HX1700.geopotential number by the normal gravity value computed on the
 HX1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1700.degrees latitude (g = 980.6199 gals.).
 HX1700
 HX1700.The modeled gravity was interpolated from observed gravity values.
 HX1700
 HX1700;                    North         East    Units  Estimated Accuracy
 HX1700;SPC WV S     -   220,330.      593,790.      MT  (+/- 180 meters Scaled)
 HX1700
 HX1700                          SUPERSEDED SURVEY CONTROL
 HX1700
 HX1700  NGVD 29 (??/??/92)  236.227  (m)          775.02   (f) ADJ UNCH    2 0
 HX1700
 HX1700.Superseded values are not recommended for survey control.
 HX1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1700.See file dsdata.txt to determine how the superseded data were derived.
 HX1700
 HX1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD937151(NAD 83)
 HX1700_MARKER: DB = BENCH MARK DISK
 HX1700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1700_SP_SET: BRIDGE BANNISTER
 HX1700_STAMPING: U 25 1935
 HX1700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1700
 HX1700  HISTORY     - Date     Condition        Report By
 HX1700  HISTORY     - 1935     MONUMENTED       CGS
 HX1700
 HX1700                          STATION DESCRIPTION
 HX1700
 HX1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX1700'6.6 MI N FROM GRANTSVILLE.
 HX1700'6.6 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 HX1700'AT GRANTSVILLE, AT A CONCRETE BRIDGE OVER YELLOW CREEK, AND IN
 HX1700'THE TOP OF THE BANNISTER AT THE NORTHEAST CORNER OF THE EAST END.
 HX1700'A STANDARD DISK, STAMPED U 25 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0910 ***********************************************************************
 HX0910  DESIGNATION -  U 250
 HX0910  PID         -  HX0910
 HX0910  STATE/COUNTY-  WV/POCAHONTAS
 HX0910  USGS QUAD   -  LOBELIA (1995)
 HX0910
 HX0910                         *CURRENT SURVEY CONTROL
 HX0910  ___________________________________________________________________
 HX0910* NAD 83(1986)-  38 08 11.     (N)    080 15 51.     (W)     SCALED    
 HX0910* NAVD 88     -       900.957  (meters)    2955.89   (feet)  ADJUSTED  
 HX0910  ___________________________________________________________________
 HX0910  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0910  DYNAMIC HT  -         900.199 (meters)    2953.40  (feet)  COMP
 HX0910  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 HX0910
 HX0910  VERT ORDER  -  SECOND    CLASS 0
 HX0910
 HX0910.The horizontal coordinates were scaled from a topographic map and have
 HX0910.an estimated accuracy of +/- 6 seconds.
 HX0910
 HX0910.The orthometric height was determined by differential leveling
 HX0910.and adjusted by the National Geodetic Survey in June 1991..
 HX0910
 HX0910.The geoid height was determined by GEOID03.
 HX0910
 HX0910.The dynamic height is computed by dividing the NAVD 88
 HX0910.geopotential number by the normal gravity value computed on the
 HX0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0910.degrees latitude (g = 980.6199 gals.).
 HX0910
 HX0910.The modeled gravity was interpolated from observed gravity values.
 HX0910
 HX0910;                    North         East    Units  Estimated Accuracy
 HX0910;SPC WV S     -   126,380.      664,510.      MT  (+/- 180 meters Scaled)
 HX0910
 HX0910                          SUPERSEDED SURVEY CONTROL
 HX0910
 HX0910  NGVD 29 (??/??/92)  901.045  (m)         2956.18   (f) ADJ UNCH    2 0
 HX0910
 HX0910.Superseded values are not recommended for survey control.
 HX0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0910.See file dsdata.txt to determine how the superseded data were derived.
 HX0910
 HX0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC644212(NAD 83)
 HX0910_MARKER: DB = BENCH MARK DISK
 HX0910_SETTING: 0 = UNSPECIFIED SETTING
 HX0910_STAMPING: U 250 1962
 HX0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0910
 HX0910  HISTORY     - Date     Condition        Report By
 HX0910  HISTORY     - 1962     MONUMENTED       CGS
 HX0910
 HX0910                          STATION DESCRIPTION
 HX0910
 HX0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0910'2.3 MI E FROM LOBELIA.
 HX0910'2.3 MILES EAST ALONG BLACK TOP ROAD FROM JUNCTION OF A GRADED
 HX0910'ROAD AT LOBELIA, SET AT THE JUNCTION OF GRADED ROAD LEADING SOUTH
 HX0910'TO THE DROOP MOUNTAIN BATTLEFIELD STATE PARK, AT THE WEST VIEW
 HX0910'CHRISTIAN CHURCH, 31 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HX0910'BLACK TOP ROAD, 45 FEET EAST OF THE CENTER LINE OF JUNCTION OF
 HX0910'GRADED BLACK TOP ROAD, 45 FEET EAST OF THE WEST CORNER OF THE
 HX0910'CHURCH BUILDING, 37 1/2 FEET NORTHWEST OF THE NORTH CORNER OF A
 HX0910'SMALL 10-BY 12-FEET CONCRETE BLOCK BUILDING, 14 1/2 FEET EAST
 HX0910'BY SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET NORTHEAST OF A
 HX0910'FENCE LINE, ABOUT 1.7 FEET NORTHWEST OF A STEEL WITNESS POST,
 HX0910'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0919 ***********************************************************************
 HX0919  DESIGNATION -  U 251
 HX0919  PID         -  HX0919
 HX0919  STATE/COUNTY-  WV/POCAHONTAS
 HX0919  USGS QUAD   -  DENMAR (1995)
 HX0919
 HX0919                         *CURRENT SURVEY CONTROL
 HX0919  ___________________________________________________________________
 HX0919* NAD 83(1986)-  38 04 44.     (N)    080 13 53.     (W)     SCALED    
 HX0919* NAVD 88     -       637.850  (meters)    2092.68   (feet)  ADJUSTED  
 HX0919  ___________________________________________________________________
 HX0919  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX0919  DYNAMIC HT  -         637.306 (meters)    2090.89  (feet)  COMP
 HX0919  MODELED GRAV-     979,756.6   (mgal)                       NAVD 88
 HX0919
 HX0919  VERT ORDER  -  SECOND    CLASS 0
 HX0919
 HX0919.The horizontal coordinates were scaled from a topographic map and have
 HX0919.an estimated accuracy of +/- 6 seconds.
 HX0919
 HX0919.The orthometric height was determined by differential leveling
 HX0919.and adjusted by the National Geodetic Survey in June 1991..
 HX0919
 HX0919.The geoid height was determined by GEOID03.
 HX0919
 HX0919.The dynamic height is computed by dividing the NAVD 88
 HX0919.geopotential number by the normal gravity value computed on the
 HX0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0919.degrees latitude (g = 980.6199 gals.).
 HX0919
 HX0919.The modeled gravity was interpolated from observed gravity values.
 HX0919
 HX0919;                    North         East    Units  Estimated Accuracy
 HX0919;SPC WV S     -   120,020.      667,430.      MT  (+/- 180 meters Scaled)
 HX0919
 HX0919                          SUPERSEDED SURVEY CONTROL
 HX0919
 HX0919  NGVD 29 (??/??/92)  637.932  (m)         2092.95   (f) ADJ UNCH    2 0
 HX0919
 HX0919.Superseded values are not recommended for survey control.
 HX0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0919.See file dsdata.txt to determine how the superseded data were derived.
 HX0919
 HX0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC674148(NAD 83)
 HX0919_MARKER: DB = BENCH MARK DISK
 HX0919_SETTING: 66 = SET IN ROCK OUTCROP
 HX0919_SP_SET: ROCK LEDGE
 HX0919_STAMPING: U 251 1962
 HX0919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0919+STABILITY: POSITION/ELEVATION WELL
 HX0919
 HX0919  HISTORY     - Date     Condition        Report By
 HX0919  HISTORY     - 1962     MONUMENTED       CGS
 HX0919
 HX0919                          STATION DESCRIPTION
 HX0919
 HX0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0919'0.5 MI NW FROM BEARD.
 HX0919'0.5 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 HX0919'BEARD, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHEAST
 HX0919'AND WEST, 0.2 MILE WEST OF THE BEARD CHAPEL PRESBYTERIAN CHURCH,
 HX0919'SET ON TOP OF A ROCK LEDGE THAT IS ABOUT 38-FOOT LONG, 1 FOOT
 HX0919'NORTH OF THE SOUTH END OF THE ROCK LEDGE, 14 FEET NORTH OF THE
 HX0919'CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HX0919'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0636 ***********************************************************************
 HX0636  DESIGNATION -  U 252
 HX0636  PID         -  HX0636
 HX0636  STATE/COUNTY-  WV/POCAHONTAS
 HX0636  USGS QUAD   -  MINGO (1995)
 HX0636
 HX0636                         *CURRENT SURVEY CONTROL
 HX0636  ___________________________________________________________________
 HX0636* NAD 83(1986)-  38 25 11.     (N)    080 03 15.     (W)     SCALED    
 HX0636* NAVD 88     -       890.589  (meters)    2921.87   (feet)  ADJUSTED  
 HX0636  ___________________________________________________________________
 HX0636  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0636  DYNAMIC HT  -         889.860 (meters)    2919.48  (feet)  COMP
 HX0636  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 HX0636
 HX0636  VERT ORDER  -  FIRST     CLASS II
 HX0636
 HX0636.The horizontal coordinates were scaled from a topographic map and have
 HX0636.an estimated accuracy of +/- 6 seconds.
 HX0636
 HX0636.The orthometric height was determined by differential leveling
 HX0636.and adjusted by the National Geodetic Survey in June 1991..
 HX0636
 HX0636.The geoid height was determined by GEOID03.
 HX0636
 HX0636.The dynamic height is computed by dividing the NAVD 88
 HX0636.geopotential number by the normal gravity value computed on the
 HX0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0636.degrees latitude (g = 980.6199 gals.).
 HX0636
 HX0636.The modeled gravity was interpolated from observed gravity values.
 HX0636
 HX0636;                    North         East    Units  Estimated Accuracy
 HX0636;SPC WV S     -   158,000.      682,590.      MT  (+/- 180 meters Scaled)
 HX0636
 HX0636                          SUPERSEDED SURVEY CONTROL
 HX0636
 HX0636  NGVD 29 (??/??/92)  890.652  (m)         2922.08   (f) ADJ UNCH    1 2
 HX0636
 HX0636.Superseded values are not recommended for survey control.
 HX0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0636.See file dsdata.txt to determine how the superseded data were derived.
 HX0636
 HX0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC825528(NAD 83)
 HX0636_MARKER: DB = BENCH MARK DISK
 HX0636_SETTING: 66 = SET IN ROCK OUTCROP
 HX0636_SP_SET: PROJECTING ROCK
 HX0636_STAMPING: U 252 1962
 HX0636_MARK LOGO: CGS   
 HX0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0636+STABILITY: POSITION/ELEVATION WELL
 HX0636
 HX0636  HISTORY     - Date     Condition        Report By
 HX0636  HISTORY     - 1962     MONUMENTED       CGS
 HX0636  HISTORY     - 1983     GOOD             NGS
 HX0636
 HX0636                          STATION DESCRIPTION
 HX0636
 HX0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0636'3.8 MI E FROM SLATY FORK.
 HX0636'3.85 MILES EAST ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL
 HX0636'AT SLATY FORK, ON TOP OF A LARGE FLAT ROCK THAT IS ABOUT 12-FOOT
 HX0636'LONG AND 6-FOOT WIDE AND PROJECTS OUT OF THE GROUND ABOUT
 HX0636'15 INCHES, ABOUT 5 FEET WEST OF THE EAST END OF THE ROCK, 2 FEET
 HX0636'NORTH OF THE SOUTH EDGE OF THE ROCK, 60 FEET NORTH OF THE
 HX0636'CENTER LINE OF THE HIGHWAY, 41 FEET NORTHEAST OF A TELEPHONE POLE
 HX0636'451, ABOUT 1 FOOT ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE
 HX0636'LEVEL OF THE HIGHWAY.
 HX0636
 HX0636                          STATION RECOVERY (1983)
 HX0636
 HX0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0494 ***********************************************************************
 HX0494  DESIGNATION -  U 253
 HX0494  PID         -  HX0494
 HX0494  STATE/COUNTY-  WV/RANDOLPH
 HX0494  USGS QUAD   -  VALLEY HEAD (1995)
 HX0494
 HX0494                         *CURRENT SURVEY CONTROL
 HX0494  ___________________________________________________________________
 HX0494* NAD 83(1986)-  38 31 50.     (N)    080 02 22.     (W)     SCALED    
 HX0494* NAVD 88     -       744.301  (meters)    2441.93   (feet)  ADJUSTED  
 HX0494  ___________________________________________________________________
 HX0494  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HX0494  DYNAMIC HT  -         743.722 (meters)    2440.03  (feet)  COMP
 HX0494  MODELED GRAV-     979,825.3   (mgal)                       NAVD 88
 HX0494
 HX0494  VERT ORDER  -  SECOND    CLASS 0
 HX0494
 HX0494.The horizontal coordinates were scaled from a topographic map and have
 HX0494.an estimated accuracy of +/- 6 seconds.
 HX0494
 HX0494.The orthometric height was determined by differential leveling
 HX0494.and adjusted by the National Geodetic Survey in June 1991..
 HX0494
 HX0494.The geoid height was determined by GEOID03.
 HX0494
 HX0494.The dynamic height is computed by dividing the NAVD 88
 HX0494.geopotential number by the normal gravity value computed on the
 HX0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0494.degrees latitude (g = 980.6199 gals.).
 HX0494
 HX0494.The modeled gravity was interpolated from observed gravity values.
 HX0494
 HX0494;                    North         East    Units  Estimated Accuracy
 HX0494;SPC WV S     -   170,310.      683,750.      MT  (+/- 180 meters Scaled)
 HX0494
 HX0494                          SUPERSEDED SURVEY CONTROL
 HX0494
 HX0494  NGVD 29 (??/??/92)  744.426  (m)         2442.34   (f) ADJ UNCH    2 0
 HX0494
 HX0494.Superseded values are not recommended for survey control.
 HX0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0494.See file dsdata.txt to determine how the superseded data were derived.
 HX0494
 HX0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC837651(NAD 83)
 HX0494_MARKER: DB = BENCH MARK DISK
 HX0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0494_STAMPING: U 253 1962
 HX0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0494+STABILITY: SURFACE MOTION
 HX0494
 HX0494  HISTORY     - Date     Condition        Report By
 HX0494  HISTORY     - 1962     MONUMENTED       CGS
 HX0494  HISTORY     - 1983     MARK NOT FOUND   NGS
 HX0494
 HX0494                          STATION DESCRIPTION
 HX0494
 HX0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0494'1.1 MI SW FROM VALLEY HEAD.
 HX0494'ABOUT 1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 219 FROM THE POST
 HX0494'OFFICE AT VALLEY HEAD, ON THE OUTSIDE OF A SMALL CURVE WITH
 HX0494'TANGENTS EXTENDING TO THE SOUTHWEST AND EAST, ON THE SOUTHEAST
 HX0494'EDGE OF A SMALL FIELD, 24 FEET NORTH OF THE CENTER LINE OF THE
 HX0494'HIGHWAY, 1.5 FEET NORTHWEST OF A TELEPHONE POLE, 1.9 FEET
 HX0494'SOUTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 HX0494'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HX0494
 HX0494                          STATION RECOVERY (1983)
 HX0494
 HX0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0494'NOT RECOVERED, CONCRETE POST FOUND BROKEN OFF COULD NOT LOCATE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1993 ***********************************************************************
 HW1993  DESIGNATION -  U 254
 HW1993  PID         -  HW1993
 HW1993  STATE/COUNTY-  WV/RANDOLPH
 HW1993  USGS QUAD   -  DURBIN (1995)
 HW1993
 HW1993                         *CURRENT SURVEY CONTROL
 HW1993  ___________________________________________________________________
 HW1993* NAD 83(1986)-  38 36 10.     (N)    079 51 28.     (W)     SCALED    
 HW1993* NAVD 88     -      1127.707  (meters)    3699.82   (feet)  ADJUSTED  
 HW1993  ___________________________________________________________________
 HW1993  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HW1993  DYNAMIC HT  -        1126.767 (meters)    3696.73  (feet)  COMP
 HW1993  MODELED GRAV-     979,755.1   (mgal)                       NAVD 88
 HW1993
 HW1993  VERT ORDER  -  SECOND    CLASS 0
 HW1993
 HW1993.The horizontal coordinates were scaled from a topographic map and have
 HW1993.an estimated accuracy of +/- 6 seconds.
 HW1993
 HW1993.The orthometric height was determined by differential leveling
 HW1993.and adjusted by the National Geodetic Survey in June 1991..
 HW1993
 HW1993.The geoid height was determined by GEOID03.
 HW1993
 HW1993.The dynamic height is computed by dividing the NAVD 88
 HW1993.geopotential number by the normal gravity value computed on the
 HW1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1993.degrees latitude (g = 980.6199 gals.).
 HW1993
 HW1993.The modeled gravity was interpolated from observed gravity values.
 HW1993
 HW1993;                    North         East    Units  Estimated Accuracy
 HW1993;SPC WV S     -   178,510.      699,490.      MT  (+/- 180 meters Scaled)
 HW1993
 HW1993                          SUPERSEDED SURVEY CONTROL
 HW1993
 HW1993  NGVD 29 (??/??/92) 1127.760  (m)         3699.99   (f) ADJ UNCH    2 0
 HW1993
 HW1993.Superseded values are not recommended for survey control.
 HW1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1993.See file dsdata.txt to determine how the superseded data were derived.
 HW1993
 HW1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC994733(NAD 83)
 HW1993_MARKER: DB = BENCH MARK DISK
 HW1993_SETTING: 80 = SET IN A BOULDER
 HW1993_STAMPING: U 254 1962
 HW1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1993+STABILITY: SURFACE MOTION
 HW1993
 HW1993  HISTORY     - Date     Condition        Report By
 HW1993  HISTORY     - 1962     MONUMENTED       CGS
 HW1993
 HW1993                          STATION DESCRIPTION
 HW1993
 HW1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1993'5.7 MI NW FROM DURBIN.
 HW1993'ABOUT 5.7 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 HW1993'OFFICE AT DURBIN, ABOUT 0.5 MILE NORTHWEST OF THE
 HW1993'RANDOLPH-POCAHONTAS COUNTY LINE, 75 FEET WEST OF CENTER LINE OF
 HW1993'HIGHWAY, ABOUT 10 FEET ABOVE LEVEL OF HIGHWAY, 3.5 FEET
 HW1993'SOUTHWEST OF NORTHEAST CORNER OF BOULDER, AND SET ON TOP OF A
 HW1993'16 FOOT LONG-BY-12 FOOT WIDE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0734 ***********************************************************************
 HX0734  DESIGNATION -  U 255 RESET 1963
 HX0734  PID         -  HX0734
 HX0734  STATE/COUNTY-  WV/WEBSTER
 HX0734  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0734
 HX0734                         *CURRENT SURVEY CONTROL
 HX0734  ___________________________________________________________________
 HX0734* NAD 83(1986)-  38 21 17.     (N)    080 19 07.     (W)     SCALED    
 HX0734* NAVD 88     -       778.18   (+/-2cm)    2553.1    (feet)  VERTCON   
 HX0734  ___________________________________________________________________
 HX0734  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0734
 HX0734  VERT ORDER  -  THIRD (See Below)
 HX0734
 HX0734.The horizontal coordinates were scaled from a topographic map and have
 HX0734.an estimated accuracy of +/- 6 seconds.
 HX0734
 HX0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX0734.The vertical order pertains to the NGVD 29 superseded value.
 HX0734
 HX0734.The geoid height was determined by GEOID03.
 HX0734
 HX0734;                    North         East    Units  Estimated Accuracy
 HX0734;SPC WV S     -   150,580.      659,550.      MT  (+/- 180 meters Scaled)
 HX0734
 HX0734                          SUPERSEDED SURVEY CONTROL
 HX0734
 HX0734  NGVD 29 (09/25/03)  778.29   (m)         2553.4    (f) RESET       3  
 HX0734
 HX0734.Superseded values are not recommended for survey control.
 HX0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0734.See file dsdata.txt to determine how the superseded data were derived.
 HX0734
 HX0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC595453(NAD 83)
 HX0734_MARKER: DB = BENCH MARK DISK
 HX0734_SETTING: 66 = SET IN ROCK OUTCROP
 HX0734_SP_SET: ROCK MASS
 HX0734_STAMPING: U 255 RESET 1963
 HX0734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0734+STABILITY: POSITION/ELEVATION WELL
 HX0734
 HX0734  HISTORY     - Date     Condition        Report By
 HX0734  HISTORY     - 1963     MONUMENTED       USFS
 HX0734
 HX0734                          STATION DESCRIPTION
 HX0734
 HX0734'DESCRIBED BY US FOREST SERVICE 1963
 HX0734'11.8 MI SE FROM DYER.
 HX0734'11.8 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD AND U.S. FORESTRY
 HX0734'ROAD 86 FROM THE METHODIST CHURCH AT DYER, ABOUT 0.15 MILE WEST
 HX0734'OF A 20-FOOT WOOD BRIDGE OVER ELBOW RUN.  ON TANGENT ON HILLSIDE
 HX0734'OF ROAD, AND SET VERTICALLY SIDE SOLID ROCK AVERAGE 12 FEET
 HX0734'LONG, 4 FEET HIGH, 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 HX0734'AND 1 FOOT HIGHER THAN ROAD ELEVATION, GROUND IS LEVEL WITH THE
 HX0734'ROADBED OUT TO THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0006 ***********************************************************************
 HX0006  DESIGNATION -  U 256
 HX0006  PID         -  HX0006
 HX0006  STATE/COUNTY-  WV/WEBSTER
 HX0006  USGS QUAD   -  SKELT (1982)
 HX0006
 HX0006                         *CURRENT SURVEY CONTROL
 HX0006  ___________________________________________________________________
 HX0006* NAD 83(1986)-  38 31 22.     (N)    080 19 46.     (W)     SCALED    
 HX0006* NAVD 88     -       936.900  (meters)    3073.81   (feet)  ADJUSTED  
 HX0006  ___________________________________________________________________
 HX0006  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX0006  DYNAMIC HT  -         936.145 (meters)    3071.34  (feet)  COMP
 HX0006  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 HX0006
 HX0006  VERT ORDER  -  SECOND    CLASS 0
 HX0006
 HX0006.The horizontal coordinates were scaled from a topographic map and have
 HX0006.an estimated accuracy of +/- 6 seconds.
 HX0006
 HX0006.The orthometric height was determined by differential leveling
 HX0006.and adjusted by the National Geodetic Survey in June 1991..
 HX0006
 HX0006.The geoid height was determined by GEOID03.
 HX0006
 HX0006.The dynamic height is computed by dividing the NAVD 88
 HX0006.geopotential number by the normal gravity value computed on the
 HX0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0006.degrees latitude (g = 980.6199 gals.).
 HX0006
 HX0006.The modeled gravity was interpolated from observed gravity values.
 HX0006
 HX0006;                    North         East    Units  Estimated Accuracy
 HX0006;SPC WV S     -   169,230.      658,470.      MT  (+/- 180 meters Scaled)
 HX0006
 HX0006                          SUPERSEDED SURVEY CONTROL
 HX0006
 HX0006  NGVD 29 (??/??/92)  937.020  (m)         3074.21   (f) ADJ UNCH    2 0
 HX0006
 HX0006.Superseded values are not recommended for survey control.
 HX0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0006.See file dsdata.txt to determine how the superseded data were derived.
 HX0006
 HX0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC584640(NAD 83)
 HX0006_MARKER: DB = BENCH MARK DISK
 HX0006_SETTING: 66 = SET IN ROCK OUTCROP
 HX0006_SP_SET: ROCK OUTCROP
 HX0006_STAMPING: U 256 1962
 HX0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0006+STABILITY: POSITION/ELEVATION WELL
 HX0006
 HX0006  HISTORY     - Date     Condition        Report By
 HX0006  HISTORY     - 1962     MONUMENTED       CGS
 HX0006
 HX0006                          STATION DESCRIPTION
 HX0006
 HX0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0006'6.9 MI W FROM WANETA.
 HX0006'ABOUT 6.9 MILES WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0006'AT WANETA, SET ON TOP OF A ROCK OUTCROP, ON THE INSIDE OF A
 HX0006'CURVE WITH TANGENTS EXTENDING SOUTHWEST AND EAST, 54 FEET
 HX0006'SOUTHEAST OF CENTER LINE OF HIGHWAY, 16 FEET NORTH OF CENTER
 HX0006'OF A ROUGH NARROW TRAIL LEADING EAST, AND ABOUT 4 FEET BELOW
 HX0006'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0046 ***********************************************************************
 HX0046  DESIGNATION -  U 257
 HX0046  PID         -  HX0046
 HX0046  STATE/COUNTY-  WV/RANDOLPH
 HX0046  USGS QUAD   -  VALLEY HEAD (1995)
 HX0046
 HX0046                         *CURRENT SURVEY CONTROL
 HX0046  ___________________________________________________________________
 HX0046* NAD 83(1986)-  38 32 15.     (N)    080 04 13.     (W)     SCALED    
 HX0046* NAVD 88     -       860.988  (meters)    2824.76   (feet)  ADJUSTED  
 HX0046  ___________________________________________________________________
 HX0046  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HX0046  DYNAMIC HT  -         860.301 (meters)    2822.50  (feet)  COMP
 HX0046  MODELED GRAV-     979,801.4   (mgal)                       NAVD 88
 HX0046
 HX0046  VERT ORDER  -  SECOND    CLASS 0
 HX0046
 HX0046.The horizontal coordinates were scaled from a topographic map and have
 HX0046.an estimated accuracy of +/- 6 seconds.
 HX0046
 HX0046.The orthometric height was determined by differential leveling
 HX0046.and adjusted by the National Geodetic Survey in June 1991..
 HX0046
 HX0046.The geoid height was determined by GEOID03.
 HX0046
 HX0046.The dynamic height is computed by dividing the NAVD 88
 HX0046.geopotential number by the normal gravity value computed on the
 HX0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0046.degrees latitude (g = 980.6199 gals.).
 HX0046
 HX0046.The modeled gravity was interpolated from observed gravity values.
 HX0046
 HX0046;                    North         East    Units  Estimated Accuracy
 HX0046;SPC WV S     -   171,050.      681,050.      MT  (+/- 180 meters Scaled)
 HX0046
 HX0046                          SUPERSEDED SURVEY CONTROL
 HX0046
 HX0046  NGVD 29 (??/??/92)  861.091  (m)         2825.10   (f) ADJ UNCH    2 0
 HX0046
 HX0046.Superseded values are not recommended for survey control.
 HX0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0046.See file dsdata.txt to determine how the superseded data were derived.
 HX0046
 HX0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC810658(NAD 83)
 HX0046_MARKER: DB = BENCH MARK DISK
 HX0046_SETTING: 66 = SET IN ROCK OUTCROP
 HX0046_SP_SET: ROCK CUT
 HX0046_STAMPING: U 257 1962
 HX0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0046+STABILITY: POSITION/ELEVATION WELL
 HX0046
 HX0046  HISTORY     - Date     Condition        Report By
 HX0046  HISTORY     - 1962     MONUMENTED       CGS
 HX0046
 HX0046                          STATION DESCRIPTION
 HX0046
 HX0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0046'2.4 MI W FROM VALLEY HEAD.
 HX0046'ABOUT 2.4 MILES WEST ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 HX0046'OF U.S. HIGHWAY 219 AT VALLEY HEAD, ABOUT 2.8 MILES EAST ALONG
 HX0046'STATE HIGHWAY 15 FROM THE ELEMENTARY SCHOOL AT MONTERVILLE,
 HX0046'ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 HX0046'SOUTH, 20 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, ABOUT 2
 HX0046'FEET ABOVE LEVEL OF HIGHWAY, 56 FEET NORTHEAST OF NORTHWEST
 HX0046'END OF A 24 INCH PIPE CULVERT, AND SET VERTICALLY IN THE
 HX0046'SOUTHEAST FACE OF A LARGE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0173 ***********************************************************************
 HX0173  DESIGNATION -  U 258
 HX0173  PID         -  HX0173
 HX0173  STATE/COUNTY-  WV/WEBSTER
 HX0173  USGS QUAD   -  DIANA (1982)
 HX0173
 HX0173                         *CURRENT SURVEY CONTROL
 HX0173  ___________________________________________________________________
 HX0173* NAD 83(1986)-  38 32 13.     (N)    080 27 31.     (W)     SCALED    
 HX0173* NAVD 88     -       469.609  (meters)    1540.71   (feet)  ADJUSTED  
 HX0173  ___________________________________________________________________
 HX0173  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HX0173  DYNAMIC HT  -         469.259 (meters)    1539.56  (feet)  COMP
 HX0173  MODELED GRAV-     979,867.6   (mgal)                       NAVD 88
 HX0173
 HX0173  VERT ORDER  -  SECOND    CLASS 0
 HX0173
 HX0173.The horizontal coordinates were scaled from a topographic map and have
 HX0173.an estimated accuracy of +/- 6 seconds.
 HX0173
 HX0173.The orthometric height was determined by differential leveling
 HX0173.and adjusted by the National Geodetic Survey in June 1991..
 HX0173
 HX0173.The geoid height was determined by GEOID03.
 HX0173
 HX0173.The dynamic height is computed by dividing the NAVD 88
 HX0173.geopotential number by the normal gravity value computed on the
 HX0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0173.degrees latitude (g = 980.6199 gals.).
 HX0173
 HX0173.The modeled gravity was interpolated from observed gravity values.
 HX0173
 HX0173;                    North         East    Units  Estimated Accuracy
 HX0173;SPC WV S     -   170,720.      647,200.      MT  (+/- 180 meters Scaled)
 HX0173
 HX0173                          SUPERSEDED SURVEY CONTROL
 HX0173
 HX0173  NGVD 29 (??/??/92)  469.766  (m)         1541.22   (f) ADJ UNCH    2 0
 HX0173
 HX0173.Superseded values are not recommended for survey control.
 HX0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0173.See file dsdata.txt to determine how the superseded data were derived.
 HX0173
 HX0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC471655(NAD 83)
 HX0173_MARKER: DB = BENCH MARK DISK
 HX0173_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0173_SP_SET: UNSPECIFIED ROCK
 HX0173_STAMPING: U 258 1962
 HX0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0173
 HX0173  HISTORY     - Date     Condition        Report By
 HX0173  HISTORY     - 1962     MONUMENTED       CGS
 HX0173
 HX0173                          STATION DESCRIPTION
 HX0173
 HX0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0173'2.2 MI S FROM DIANA.
 HX0173'ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX0173'OFFICE AT DIANA, SET IN THE YARD OF THE UNION VALLEY UNION
 HX0173'MISSION CHURCH, SET ON TOP OF A ROCK THAT IS ABOUT 20-BY 36-FOOT
 HX0173'LONG, 74 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 51 1/2
 HX0173'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH BUILDING,
 HX0173'0.5 FOOT EAST OF THE WEST EDGE OF THE ROCK, AND ABOUT LEVEL
 HX0173'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0255 ***********************************************************************
 HX0255  DESIGNATION -  U 259
 HX0255  PID         -  HX0255
 HX0255  STATE/COUNTY-  WV/WEBSTER
 HX0255  USGS QUAD   -  DIANA (1982)
 HX0255
 HX0255                         *CURRENT SURVEY CONTROL
 HX0255  ___________________________________________________________________
 HX0255* NAD 83(1986)-  38 36 08.     (N)    080 28 19.     (W)     SCALED    
 HX0255* NAVD 88     -       348.350  (meters)    1142.88   (feet)  ADJUSTED  
 HX0255  ___________________________________________________________________
 HX0255  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HX0255  DYNAMIC HT  -         348.107 (meters)    1142.08  (feet)  COMP
 HX0255  MODELED GRAV-     979,919.6   (mgal)                       NAVD 88
 HX0255
 HX0255  VERT ORDER  -  SECOND    CLASS 0
 HX0255
 HX0255.The horizontal coordinates were scaled from a topographic map and have
 HX0255.an estimated accuracy of +/- 6 seconds.
 HX0255
 HX0255.The orthometric height was determined by differential leveling
 HX0255.and adjusted by the National Geodetic Survey in June 1991..
 HX0255
 HX0255.The geoid height was determined by GEOID03.
 HX0255
 HX0255.The dynamic height is computed by dividing the NAVD 88
 HX0255.geopotential number by the normal gravity value computed on the
 HX0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0255.degrees latitude (g = 980.6199 gals.).
 HX0255
 HX0255.The modeled gravity was interpolated from observed gravity values.
 HX0255
 HX0255;                    North         East    Units  Estimated Accuracy
 HX0255;SPC WV S     -   177,960.      646,000.      MT  (+/- 180 meters Scaled)
 HX0255
 HX0255                          SUPERSEDED SURVEY CONTROL
 HX0255
 HX0255  NGVD 29 (??/??/92)  348.523  (m)         1143.45   (f) ADJ UNCH    2 0
 HX0255
 HX0255.Superseded values are not recommended for survey control.
 HX0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0255.See file dsdata.txt to determine how the superseded data were derived.
 HX0255
 HX0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC459727(NAD 83)
 HX0255_MARKER: DB = BENCH MARK DISK
 HX0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0255_STAMPING: U 259 1962
 HX0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0255+STABILITY: SURFACE MOTION
 HX0255
 HX0255  HISTORY     - Date     Condition        Report By
 HX0255  HISTORY     - 1962     MONUMENTED       CGS
 HX0255
 HX0255                          STATION DESCRIPTION
 HX0255
 HX0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0255'3.7 MI NW FROM DIANA.
 HX0255'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0255'OFFICE AT DIANA, THENCE 3.6 MILES NORTHWEST ALONG THE HOLLY
 HX0255'RIVER ROAD THAT FOLLOWS ALONG THE RIGHT FORK OF THE HOLLY RIVER,
 HX0255'33 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 30 1/2 FEET SOUTH
 HX0255'OF A TELEPHONE POLE 400/75, 5 FEET NORTHEAST OF THE NORTHWEST
 HX0255'CORNER OF A WOODEN GATE, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 HX0255'2 FEET NORTHEAST OF A STEEL WITNESS POST, AND IS SET IN THE TOP
 HX0255'OF A CONCRETE POST THAT PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0955 ***********************************************************************
 JW0955  DESIGNATION -  U 26
 JW0955  PID         -  JW0955
 JW0955  STATE/COUNTY-  WV/MONONGALIA
 JW0955  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0955
 JW0955                         *CURRENT SURVEY CONTROL
 JW0955  ___________________________________________________________________
 JW0955* NAD 83(1986)-  39 37 44.     (N)    079 56 01.     (W)     SCALED    
 JW0955* NAVD 88     -       255.653  (meters)     838.75   (feet)  ADJUSTED  
 JW0955  ___________________________________________________________________
 JW0955  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JW0955  DYNAMIC HT  -         255.502 (meters)     838.26  (feet)  COMP
 JW0955  MODELED GRAV-     980,031.6   (mgal)                       NAVD 88
 JW0955
 JW0955  VERT ORDER  -  SECOND    CLASS 0
 JW0955
 JW0955.The horizontal coordinates were scaled from a topographic map and have
 JW0955.an estimated accuracy of +/- 6 seconds.
 JW0955
 JW0955.The orthometric height was determined by differential leveling
 JW0955.and adjusted by the National Geodetic Survey in June 1991..
 JW0955
 JW0955.The geoid height was determined by GEOID03.
 JW0955
 JW0955.The dynamic height is computed by dividing the NAVD 88
 JW0955.geopotential number by the normal gravity value computed on the
 JW0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0955.degrees latitude (g = 980.6199 gals.).
 JW0955
 JW0955.The modeled gravity was interpolated from observed gravity values.
 JW0955
 JW0955;                    North         East    Units  Estimated Accuracy
 JW0955;SPC WV N     -   125,420.      562,780.      MT  (+/- 180 meters Scaled)
 JW0955
 JW0955                          SUPERSEDED SURVEY CONTROL
 JW0955
 JW0955  NGVD 29 (??/??/92)  255.771  (m)          839.14   (f) ADJ UNCH    2 0
 JW0955
 JW0955.Superseded values are not recommended for survey control.
 JW0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0955.See file dsdata.txt to determine how the superseded data were derived.
 JW0955
 JW0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND915871(NAD 83)
 JW0955_MARKER: DB = BENCH MARK DISK
 JW0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0955_STAMPING: U 26 1935
 JW0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0955+STABILITY: SURFACE MOTION
 JW0955
 JW0955  HISTORY     - Date     Condition        Report By
 JW0955  HISTORY     - 1935     MONUMENTED       CGS
 JW0955  HISTORY     - 1959     GOOD             NGS
 JW0955  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0955
 JW0955                          STATION DESCRIPTION
 JW0955
 JW0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JW0955'2.1 MI SE FROM MORGANTOWN.
 JW0955'2.1 MILES SE ALONG THE BALTIMORE AND OHIO RAILROAD TRACK FROM
 JW0955'THE STATION IN MORGANTOWN, ON THE PROPERTY OF THE INDUSTRIAL
 JW0955'MACHINE AND ELECTRIC CO., AND FORMERLY THE SITE OF THE SABRATON
 JW0955'STATION (OLD STATION BUILDING IS NOW PART OF THE SHOP), 114
 JW0955'FEET NW OF A SEMAPHORE, 51 FEET SW OF THE SW CORNER OF THE SHOP
 JW0955'BUILDING, 55 FEET W OF DOUBLE TELEPHONE POLES (THE NORTHERLY ONE
 JW0955'OF WHICH HAS USBM 839.1 PAINTED ON IT), 26.0 FEET NE OF THE NE
 JW0955'RAIL OF THE MAIN TRACK, AND SET IN THE TOP OF A 12-INCH CONCRETE
 JW0955'POST PROJECTING 4 INCHES.
 JW0955
 JW0955                          STATION RECOVERY (1983)
 JW0955
 JW0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0955'NOT RECOVERED, BELIEVED DESTROYED BY INSTALLATION OF GAS PUMPS AND
 JW0955'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0287 ***********************************************************************
 HX0287  DESIGNATION -  U 260
 HX0287  PID         -  HX0287
 HX0287  STATE/COUNTY-  WV/RANDOLPH
 HX0287  USGS QUAD   -  PICKENS (1977)
 HX0287
 HX0287                         *CURRENT SURVEY CONTROL
 HX0287  ___________________________________________________________________
 HX0287* NAD 83(1986)-  38 38 36.     (N)    080 12 52.     (W)     SCALED    
 HX0287* NAVD 88     -       853.987  (meters)    2801.79   (feet)  ADJUSTED  
 HX0287  ___________________________________________________________________
 HX0287  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HX0287  DYNAMIC HT  -         853.322 (meters)    2799.61  (feet)  COMP
 HX0287  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 HX0287
 HX0287  VERT ORDER  -  SECOND    CLASS 0
 HX0287
 HX0287.The horizontal coordinates were scaled from a topographic map and have
 HX0287.an estimated accuracy of +/- 6 seconds.
 HX0287
 HX0287.The orthometric height was determined by differential leveling
 HX0287.and adjusted by the National Geodetic Survey in June 1991..
 HX0287
 HX0287.The geoid height was determined by GEOID03.
 HX0287
 HX0287.The dynamic height is computed by dividing the NAVD 88
 HX0287.geopotential number by the normal gravity value computed on the
 HX0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0287.degrees latitude (g = 980.6199 gals.).
 HX0287
 HX0287.The modeled gravity was interpolated from observed gravity values.
 HX0287
 HX0287;                    North         East    Units  Estimated Accuracy
 HX0287;SPC WV S     -   182,690.      668,390.      MT  (+/- 180 meters Scaled)
 HX0287
 HX0287                          SUPERSEDED SURVEY CONTROL
 HX0287
 HX0287  NGVD 29 (??/??/92)  854.117  (m)         2802.22   (f) ADJ UNCH    2 0
 HX0287
 HX0287.Superseded values are not recommended for survey control.
 HX0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0287.See file dsdata.txt to determine how the superseded data were derived.
 HX0287
 HX0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC683774(NAD 83)
 HX0287_MARKER: DB = BENCH MARK DISK
 HX0287_SETTING: 80 = SET IN A BOULDER
 HX0287_SP_SET: BOULDER
 HX0287_STAMPING: U 260 1962
 HX0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0287+STABILITY: SURFACE MOTION
 HX0287
 HX0287  HISTORY     - Date     Condition        Report By
 HX0287  HISTORY     - 1962     MONUMENTED       CGS
 HX0287
 HX0287                          STATION DESCRIPTION
 HX0287
 HX0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0287'0.9 MI SW FROM PICKENS.
 HX0287'ABOUT 0.9 MILE SOUTHWEST ALONG A GRAVEL ROAD LEADING TO SKELT
 HX0287'FROM THE POST OFFICE AT PICKENS, 0.6 MILE SOUTHWEST OF A COAL
 HX0287'TIPPLE SET ON TOP OF A ROCK BOULDER THAT IS ABOUT 4-BY 9-FOOT
 HX0287'LONG, 107 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST
 HX0287'OF THE EAST END OF THE ROCK, APPROXIMATELY 100 YARDS SOUTH OF
 HX0287'A TWO STORY WHITE HOUSE, AND ABOUT 15 FEET ABOVE THE LEVEL OF THE
 HX0287'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0295 ***********************************************************************
 HX0295  DESIGNATION -  U 261
 HX0295  PID         -  HX0295
 HX0295  STATE/COUNTY-  WV/RANDOLPH
 HX0295  USGS QUAD   -  PICKENS (1977)
 HX0295
 HX0295                         *CURRENT SURVEY CONTROL
 HX0295  ___________________________________________________________________
 HX0295* NAD 83(1986)-  38 39 40.     (N)    080 14 04.     (W)     SCALED    
 HX0295* NAVD 88     -       805.472  (meters)    2642.62   (feet)  ADJUSTED  
 HX0295  ___________________________________________________________________
 HX0295  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX0295  DYNAMIC HT  -         804.843 (meters)    2640.56  (feet)  COMP
 HX0295  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 HX0295
 HX0295  VERT ORDER  -  SECOND    CLASS 0
 HX0295
 HX0295.The horizontal coordinates were scaled from a topographic map and have
 HX0295.an estimated accuracy of +/- 6 seconds.
 HX0295
 HX0295.The orthometric height was determined by differential leveling
 HX0295.and adjusted by the National Geodetic Survey in June 1991..
 HX0295
 HX0295.The geoid height was determined by GEOID03.
 HX0295
 HX0295.The dynamic height is computed by dividing the NAVD 88
 HX0295.geopotential number by the normal gravity value computed on the
 HX0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0295.degrees latitude (g = 980.6199 gals.).
 HX0295
 HX0295.The modeled gravity was interpolated from observed gravity values.
 HX0295
 HX0295;                    North         East    Units  Estimated Accuracy
 HX0295;SPC WV S     -   184,640.      666,630.      MT  (+/- 180 meters Scaled)
 HX0295
 HX0295                          SUPERSEDED SURVEY CONTROL
 HX0295
 HX0295  NGVD 29 (??/??/92)  805.596  (m)         2643.03   (f) ADJ UNCH    2 0
 HX0295
 HX0295.Superseded values are not recommended for survey control.
 HX0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0295.See file dsdata.txt to determine how the superseded data were derived.
 HX0295
 HX0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC666794(NAD 83)
 HX0295_MARKER: DB = BENCH MARK DISK
 HX0295_SETTING: 80 = SET IN A BOULDER
 HX0295_SP_SET: BOULDER
 HX0295_STAMPING: U 261 1962
 HX0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0295+STABILITY: SURFACE MOTION
 HX0295
 HX0295  HISTORY     - Date     Condition        Report By
 HX0295  HISTORY     - 1962     MONUMENTED       CGS
 HX0295
 HX0295                          STATION DESCRIPTION
 HX0295
 HX0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0295'1.9 MI W FROM PICKENS.
 HX0295'ABOUT 1.9 MILES NORTHWEST AND THEN WEST ALONG A GRAVEL ROAD FROM
 HX0295'THE POST OFFICE AT PICKENS, SET ON TOP OF A ROCK THAT IS ABOUT
 HX0295'6-BY 15-FOOT LONG, 17 FEET NORTHWEST OF THE CENTER LINE OF THE
 HX0295'ROAD, 90 FEET WEST OF AND ACROSS THE ROAD FROM THE NORTH END OF
 HX0295'A 21 FOOT BRIDGE OVER A SMALL STREAM, 7 1/2 FEET NORTHEAST OF
 HX0295'THE SOUTHWEST END OF THE ROCK, 4 FEET SOUTHEAST OF A WOODEN
 HX0295'FENCE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1654 ***********************************************************************
 HX1654  DESIGNATION -  U 262
 HX1654  PID         -  HX1654
 HX1654  STATE/COUNTY-  WV/BRAXTON
 HX1654  USGS QUAD   -  NEWVILLE (1976)
 HX1654
 HX1654                         *CURRENT SURVEY CONTROL
 HX1654  ___________________________________________________________________
 HX1654* NAD 83(1986)-  38 40 47.     (N)    080 31 30.     (W)     SCALED    
 HX1654* NAVD 88     -       291.055  (meters)     954.90   (feet)  ADJUSTED  
 HX1654  ___________________________________________________________________
 HX1654  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HX1654  DYNAMIC HT  -         290.856 (meters)     954.25  (feet)  COMP
 HX1654  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 HX1654
 HX1654  VERT ORDER  -  SECOND    CLASS 0
 HX1654
 HX1654.The horizontal coordinates were scaled from a topographic map and have
 HX1654.an estimated accuracy of +/- 6 seconds.
 HX1654
 HX1654.The orthometric height was determined by differential leveling
 HX1654.and adjusted by the National Geodetic Survey in June 1991..
 HX1654
 HX1654.The geoid height was determined by GEOID03.
 HX1654
 HX1654.The dynamic height is computed by dividing the NAVD 88
 HX1654.geopotential number by the normal gravity value computed on the
 HX1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1654.degrees latitude (g = 980.6199 gals.).
 HX1654
 HX1654.The modeled gravity was interpolated from observed gravity values.
 HX1654
 HX1654;                    North         East    Units  Estimated Accuracy
 HX1654;SPC WV S     -   186,540.      641,330.      MT  (+/- 180 meters Scaled)
 HX1654
 HX1654                          SUPERSEDED SURVEY CONTROL
 HX1654
 HX1654  NGVD 29 (??/??/92)  291.237  (m)          955.50   (f) ADJ UNCH    2 0
 HX1654
 HX1654.Superseded values are not recommended for survey control.
 HX1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1654.See file dsdata.txt to determine how the superseded data were derived.
 HX1654
 HX1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC413813(NAD 83)
 HX1654_MARKER: DB = BENCH MARK DISK
 HX1654_SETTING: 66 = SET IN ROCK OUTCROP
 HX1654_SP_SET: ROCK LEDGE
 HX1654_STAMPING: U 262 1962
 HX1654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1654+STABILITY: POSITION/ELEVATION WELL
 HX1654
 HX1654  HISTORY     - Date     Condition        Report By
 HX1654  HISTORY     - 1962     MONUMENTED       CGS
 HX1654
 HX1654                          STATION DESCRIPTION
 HX1654
 HX1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1654'5.1 MI E FROM NEWVILLE.
 HX1654'ABOUT 3.6 MILES EAST ALONG A ROAD THAT LEADS TO KANAWHA CAMP FROM
 HX1654'THE POST OFFICE AT NEWVILLE, THENCE 1.5 MILES NORTHEAST AND THEN
 HX1654'EAST ALONG THE HOLLY RIVER ROAD THAT FOLLOWS ALONG THE LEFT FORK
 HX1654'OF THE HOLLY RIVER, SET VERTICALLY IN THE SOUTH FACE OF A LARGE
 HX1654'ROCK LEDGE THAT IS ABOUT 200 YARDS LONG, 9 FEET NORTH OF THE
 HX1654'CENTER LINE OF THE ROAD, 150 FEET WEST OF THE EAST END OF THE
 HX1654'ROCK LEDGE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1664 ***********************************************************************
 HX1664  DESIGNATION -  U 263
 HX1664  PID         -  HX1664
 HX1664  STATE/COUNTY-  WV/WEBSTER
 HX1664  USGS QUAD   -  ERBACON (1976)
 HX1664
 HX1664                         *CURRENT SURVEY CONTROL
 HX1664  ___________________________________________________________________
 HX1664* NAD 83(1986)-  38 32 06.     (N)    080 34 22.     (W)     SCALED    
 HX1664* NAVD 88     -       492.802  (meters)    1616.80   (feet)  ADJUSTED  
 HX1664  ___________________________________________________________________
 HX1664  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HX1664  DYNAMIC HT  -         492.449 (meters)    1615.64  (feet)  COMP
 HX1664  MODELED GRAV-     979,896.5   (mgal)                       NAVD 88
 HX1664
 HX1664  VERT ORDER  -  SECOND    CLASS 0
 HX1664
 HX1664.The horizontal coordinates were scaled from a topographic map and have
 HX1664.an estimated accuracy of +/- 6 seconds.
 HX1664
 HX1664.The orthometric height was determined by differential leveling
 HX1664.and adjusted by the National Geodetic Survey in June 1991..
 HX1664
 HX1664.The geoid height was determined by GEOID03.
 HX1664
 HX1664.The dynamic height is computed by dividing the NAVD 88
 HX1664.geopotential number by the normal gravity value computed on the
 HX1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1664.degrees latitude (g = 980.6199 gals.).
 HX1664
 HX1664.The modeled gravity was interpolated from observed gravity values.
 HX1664
 HX1664;                    North         East    Units  Estimated Accuracy
 HX1664;SPC WV S     -   170,460.      637,250.      MT  (+/- 180 meters Scaled)
 HX1664
 HX1664                          SUPERSEDED SURVEY CONTROL
 HX1664
 HX1664  NGVD 29 (??/??/92)  492.980  (m)         1617.39   (f) ADJ UNCH    2 0
 HX1664
 HX1664.Superseded values are not recommended for survey control.
 HX1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1664.See file dsdata.txt to determine how the superseded data were derived.
 HX1664
 HX1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC372652(NAD 83)
 HX1664_MARKER: DB = BENCH MARK DISK
 HX1664_SETTING: 80 = SET IN A BOULDER
 HX1664_SP_SET: BOULDER
 HX1664_STAMPING: U 263 1962
 HX1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1664+STABILITY: SURFACE MOTION
 HX1664
 HX1664  HISTORY     - Date     Condition        Report By
 HX1664  HISTORY     - 1962     MONUMENTED       CGS
 HX1664
 HX1664                          STATION DESCRIPTION
 HX1664
 HX1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1664'1.5 MI NE FROM ERBACON.
 HX1664'ABOUT 1.0 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1664'FROM THE POST OFFICE AT ERBACON, THENCE 0.5 MILE EAST ALONG
 HX1664'WHITE OAK RUN ROAD, SET VERTICALLY IN THE NORTH FACE OF A LARGE
 HX1664'BOULDER THAT IS ABOUT 30-BY 48-FOOT LONG, 6 1/2 FEET WEST OF THE
 HX1664'EAST EDGE OF THE BOULDER, 13 FEET SOUTH OF THE CENTER LINE OF
 HX1664'THE ROAD, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1561 ***********************************************************************
 HX1561  DESIGNATION -  U 264
 HX1561  PID         -  HX1561
 HX1561  STATE/COUNTY-  WV/BRAXTON
 HX1561  USGS QUAD   -  SUTTON (1976)
 HX1561
 HX1561                         *CURRENT SURVEY CONTROL
 HX1561  ___________________________________________________________________
 HX1561* NAD 83(1986)-  38 40 24.     (N)    080 37 40.     (W)     SCALED    
 HX1561* NAVD 88     -       315.206  (meters)    1034.14   (feet)  ADJUSTED  
 HX1561  ___________________________________________________________________
 HX1561  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HX1561  DYNAMIC HT  -         314.986 (meters)    1033.42  (feet)  COMP
 HX1561  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 HX1561
 HX1561  VERT ORDER  -  SECOND    CLASS 0
 HX1561
 HX1561.The horizontal coordinates were scaled from a topographic map and have
 HX1561.an estimated accuracy of +/- 6 seconds.
 HX1561
 HX1561.The orthometric height was determined by differential leveling
 HX1561.and adjusted by the National Geodetic Survey in June 1991..
 HX1561
 HX1561.The geoid height was determined by GEOID03.
 HX1561
 HX1561.The dynamic height is computed by dividing the NAVD 88
 HX1561.geopotential number by the normal gravity value computed on the
 HX1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1561.degrees latitude (g = 980.6199 gals.).
 HX1561
 HX1561.The modeled gravity was interpolated from observed gravity values.
 HX1561
 HX1561;                    North         East    Units  Estimated Accuracy
 HX1561;SPC WV S     -   185,790.      632,390.      MT  (+/- 180 meters Scaled)
 HX1561
 HX1561                          SUPERSEDED SURVEY CONTROL
 HX1561
 HX1561  NGVD 29 (??/??/92)  315.381  (m)         1034.71   (f) ADJ UNCH    2 0
 HX1561
 HX1561.Superseded values are not recommended for survey control.
 HX1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1561.See file dsdata.txt to determine how the superseded data were derived.
 HX1561
 HX1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC323805(NAD 83)
 HX1561_MARKER: DB = BENCH MARK DISK
 HX1561_SETTING: 66 = SET IN ROCK OUTCROP
 HX1561_SP_SET: ROCK CUT
 HX1561_STAMPING: U 264 1962
 HX1561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1561+STABILITY: POSITION/ELEVATION WELL
 HX1561
 HX1561  HISTORY     - Date     Condition        Report By
 HX1561  HISTORY     - 1962     MONUMENTED       CGS
 HX1561
 HX1561                          STATION DESCRIPTION
 HX1561
 HX1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1561'4.2 MI SE FROM FLATWOODS.
 HX1561'ABOUT 4.2 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1561'FROM THE STATION AT FLATWOODS, 0.1 MILE NORTH OF POLE 89-20, SET
 HX1561'VERTICALLY IN THE WEST FACE OF A 25 FOOT LONG ROCK CUT, 18 FEET
 HX1561'SOUTH OF NORTH END OF CUT, 15 FEET EAST OF EAST RAIL, AND IS
 HX1561'ABOUT 1 FOOT BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2137 ***********************************************************************
 HW2137  DESIGNATION -  U 265
 HW2137  PID         -  HW2137
 HW2137  STATE/COUNTY-  WV/RANDOLPH
 HW2137  USGS QUAD   -  SNYDER KNOB (1995)
 HW2137
 HW2137                         *CURRENT SURVEY CONTROL
 HW2137  ___________________________________________________________________
 HW2137* NAD 83(1986)-  38 34 48.     (N)    079 54 41.     (W)     SCALED    
 HW2137* NAVD 88     -      1099.852  (meters)    3608.43   (feet)  ADJUSTED  
 HW2137  ___________________________________________________________________
 HW2137  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 HW2137  DYNAMIC HT  -        1098.947 (meters)    3605.46  (feet)  COMP
 HW2137  MODELED GRAV-     979,765.7   (mgal)                       NAVD 88
 HW2137
 HW2137  VERT ORDER  -  SECOND    CLASS 0
 HW2137
 HW2137.The horizontal coordinates were scaled from a topographic map and have
 HW2137.an estimated accuracy of +/- 6 seconds.
 HW2137
 HW2137.The orthometric height was determined by differential leveling
 HW2137.and adjusted by the National Geodetic Survey in June 1991..
 HW2137
 HW2137.The geoid height was determined by GEOID03.
 HW2137
 HW2137.The dynamic height is computed by dividing the NAVD 88
 HW2137.geopotential number by the normal gravity value computed on the
 HW2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2137.degrees latitude (g = 980.6199 gals.).
 HW2137
 HW2137.The modeled gravity was interpolated from observed gravity values.
 HW2137
 HW2137;                    North         East    Units  Estimated Accuracy
 HW2137;SPC WV S     -   175,920.      694,850.      MT  (+/- 180 meters Scaled)
 HW2137
 HW2137                          SUPERSEDED SURVEY CONTROL
 HW2137
 HW2137  NGVD 29 (??/??/92) 1099.916  (m)         3608.64   (f) ADJ UNCH    2 0
 HW2137
 HW2137.Superseded values are not recommended for survey control.
 HW2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2137.See file dsdata.txt to determine how the superseded data were derived.
 HW2137
 HW2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC948707(NAD 83)
 HW2137_MARKER: DB = BENCH MARK DISK
 HW2137_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2137_STAMPING: U 265 1962
 HW2137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2137
 HW2137  HISTORY     - Date     Condition        Report By
 HW2137  HISTORY     - 1962     MONUMENTED       CGS
 HW2137
 HW2137                          STATION DESCRIPTION
 HW2137
 HW2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2137'4.2 MI SW FROM CHEAT BRIDGE.
 HW2137'ABOUT 4.2 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY
 HW2137'FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE, 0.1 MILE
 HW2137'NORTHWEST OF MILEPOST C 28, ON TOP OF THE NORTHWEST END OF A
 HW2137'EMBEDDED ROCK THAT IS 9 1/2-BY 12-FOOT LONG AND 3-FOOT HIGH AT THE
 HW2137'NORTHWEST END, 10 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 HW2137'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1967 ***********************************************************************
 HW1967  DESIGNATION -  U 266
 HW1967  PID         -  HW1967
 HW1967  STATE/COUNTY-  WV/RANDOLPH
 HW1967  USGS QUAD   -  MILL CREEK (1995)
 HW1967
 HW1967                         *CURRENT SURVEY CONTROL
 HW1967  ___________________________________________________________________
 HW1967* NAD 83(1986)-  38 40 40.     (N)    079 57 45.     (W)     SCALED    
 HW1967* NAVD 88     -       667.455  (meters)    2189.81   (feet)  ADJUSTED  
 HW1967  ___________________________________________________________________
 HW1967  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HW1967  DYNAMIC HT  -         666.955 (meters)    2188.17  (feet)  COMP
 HW1967  MODELED GRAV-     979,857.4   (mgal)                       NAVD 88
 HW1967
 HW1967  VERT ORDER  -  SECOND    CLASS 0
 HW1967
 HW1967.The horizontal coordinates were scaled from a topographic map and have
 HW1967.an estimated accuracy of +/- 6 seconds.
 HW1967
 HW1967.The orthometric height was determined by differential leveling
 HW1967.and adjusted by the National Geodetic Survey in June 1991..
 HW1967
 HW1967.The geoid height was determined by GEOID03.
 HW1967
 HW1967.The dynamic height is computed by dividing the NAVD 88
 HW1967.geopotential number by the normal gravity value computed on the
 HW1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1967.degrees latitude (g = 980.6199 gals.).
 HW1967
 HW1967.The modeled gravity was interpolated from observed gravity values.
 HW1967
 HW1967;                    North         East    Units  Estimated Accuracy
 HW1967;SPC WV S     -   186,720.      690,280.      MT  (+/- 180 meters Scaled)
 HW1967
 HW1967                          SUPERSEDED SURVEY CONTROL
 HW1967
 HW1967  NGVD 29 (??/??/92)  667.593  (m)         2190.26   (f) ADJ UNCH    2 0
 HW1967
 HW1967.Superseded values are not recommended for survey control.
 HW1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1967.See file dsdata.txt to determine how the superseded data were derived.
 HW1967
 HW1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC902815(NAD 83)
 HW1967_MARKER: DB = BENCH MARK DISK
 HW1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1967_STAMPING: U 266 1962
 HW1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1967+STABILITY: SURFACE MOTION
 HW1967
 HW1967  HISTORY     - Date     Condition        Report By
 HW1967  HISTORY     - 1962     MONUMENTED       CGS
 HW1967
 HW1967                          STATION DESCRIPTION
 HW1967
 HW1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1967'2.8 MI SE FROM HUTTONSVILLE.
 HW1967'ABOUT 2.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 HW1967'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, 24 FEET
 HW1967'SOUTHWEST OF CENTER LINE OF HIGHWAY, 9 FEET SOUTH OF A LEAVING
 HW1967'MONONGAHELA NATIONAL FOREST SIGN, 2 FEET SOUTHEAST OF A STEEL
 HW1967'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY, AND SET IN
 HW1967'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0154 ***********************************************************************
 HX0154  DESIGNATION -  U 267
 HX0154  PID         -  HX0154
 HX0154  STATE/COUNTY-  WV/LEWIS
 HX0154  USGS QUAD   -  WALKERSVILLE (1976)
 HX0154
 HX0154                         *CURRENT SURVEY CONTROL
 HX0154  ___________________________________________________________________
 HX0154* NAD 83(1986)-  38 50 03.     (N)    080 26 52.     (W)     SCALED    
 HX0154* NAVD 88     -       337.700  (meters)    1107.94   (feet)  ADJUSTED  
 HX0154  ___________________________________________________________________
 HX0154  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HX0154  DYNAMIC HT  -         337.470 (meters)    1107.18  (feet)  COMP
 HX0154  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 HX0154
 HX0154  VERT ORDER  -  SECOND    CLASS 0
 HX0154
 HX0154.The horizontal coordinates were scaled from a topographic map and have
 HX0154.an estimated accuracy of +/- 6 seconds.
 HX0154
 HX0154.The orthometric height was determined by differential leveling
 HX0154.and adjusted by the National Geodetic Survey in June 1991..
 HX0154
 HX0154.The geoid height was determined by GEOID03.
 HX0154
 HX0154.The dynamic height is computed by dividing the NAVD 88
 HX0154.geopotential number by the normal gravity value computed on the
 HX0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0154.degrees latitude (g = 980.6199 gals.).
 HX0154
 HX0154.The modeled gravity was interpolated from observed gravity values.
 HX0154
 HX0154;                    North         East    Units  Estimated Accuracy
 HX0154;SPC WV S     -   203,720.      647,950.      MT  (+/- 180 meters Scaled)
 HX0154
 HX0154                          SUPERSEDED SURVEY CONTROL
 HX0154
 HX0154  NGVD 29 (??/??/92)  337.887  (m)         1108.55   (f) ADJ UNCH    2 0
 HX0154
 HX0154.Superseded values are not recommended for survey control.
 HX0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0154.See file dsdata.txt to determine how the superseded data were derived.
 HX0154
 HX0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC479985(NAD 83)
 HX0154_MARKER: DB = BENCH MARK DISK
 HX0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0154_SP_SET: BRIDGE
 HX0154_STAMPING: U 267 1962
 HX0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0154
 HX0154  HISTORY     - Date     Condition        Report By
 HX0154  HISTORY     - 1962     MONUMENTED       CGS
 HX0154
 HX0154                          STATION DESCRIPTION
 HX0154
 HX0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0154'1.7 MI NE FROM IRELAND.
 HX0154'ABOUT 0.2 MILE NORTHWEST ALONG COUNTY ROAD 50 FROM THE POST
 HX0154'OFFICE AT IRELAND, THENCE 1.5 MILES NORTHEAST ALONG STATE
 HX0154'HIGHWAY 4 AND U.S. HIGHWAY 19, AT A TRIANGLE FORMED BY STATE
 HX0154'HIGHWAY 4 EAST AND U.S. HIGHWAY 19 NORTH AND SOUTHWEST, 297
 HX0154'FEET WEST OF THE EAST JUNCTION OF THE TRIANGLE, SET ON TOP OF
 HX0154'THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A 38-FOOT
 HX0154'BRIDGE, 22 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 4,
 HX0154'AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1602 ***********************************************************************
 HX1602  DESIGNATION -  U 268
 HX1602  PID         -  HX1602
 HX1602  STATE/COUNTY-  WV/BRAXTON
 HX1602  USGS QUAD   -  ORLANDO (1989)
 HX1602
 HX1602                         *CURRENT SURVEY CONTROL
 HX1602  ___________________________________________________________________
 HX1602* NAD 83(1986)-  38 47 45.     (N)    080 34 50.     (W)     SCALED    
 HX1602* NAVD 88     -       238.171  (meters)     781.40   (feet)  ADJUSTED  
 HX1602  ___________________________________________________________________
 HX1602  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HX1602  DYNAMIC HT  -         238.016 (meters)     780.89  (feet)  COMP
 HX1602  MODELED GRAV-     979,972.0   (mgal)                       NAVD 88
 HX1602
 HX1602  VERT ORDER  -  SECOND    CLASS 0
 HX1602
 HX1602.The horizontal coordinates were scaled from a topographic map and have
 HX1602.an estimated accuracy of +/- 6 seconds.
 HX1602
 HX1602.The orthometric height was determined by differential leveling
 HX1602.and adjusted by the National Geodetic Survey in June 1991..
 HX1602
 HX1602.The geoid height was determined by GEOID03.
 HX1602
 HX1602.The dynamic height is computed by dividing the NAVD 88
 HX1602.geopotential number by the normal gravity value computed on the
 HX1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1602.degrees latitude (g = 980.6199 gals.).
 HX1602
 HX1602.The modeled gravity was interpolated from observed gravity values.
 HX1602
 HX1602;                    North         East    Units  Estimated Accuracy
 HX1602;SPC WV S     -   199,410.      636,440.      MT  (+/- 180 meters Scaled)
 HX1602
 HX1602                          SUPERSEDED SURVEY CONTROL
 HX1602
 HX1602  NGVD 29 (??/??/92)  238.373  (m)          782.06   (f) ADJ UNCH    2 0
 HX1602
 HX1602.Superseded values are not recommended for survey control.
 HX1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1602.See file dsdata.txt to determine how the superseded data were derived.
 HX1602
 HX1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC364942(NAD 83)
 HX1602_MARKER: DB = BENCH MARK DISK
 HX1602_SETTING: 66 = SET IN ROCK OUTCROP
 HX1602_SP_SET: EMBEDDED ROCK
 HX1602_STAMPING: U 268 1962
 HX1602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1602+STABILITY: POSITION/ELEVATION WELL
 HX1602
 HX1602  HISTORY     - Date     Condition        Report By
 HX1602  HISTORY     - 1962     MONUMENTED       CGS
 HX1602  HISTORY     - 1976     GOOD             NGS
 HX1602
 HX1602                          STATION DESCRIPTION
 HX1602
 HX1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1602'2.1 MI NE FROM NAPIER.
 HX1602'ABOUT 1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1602'OFFICE AT NAPIER, THENCE ABOUT 1.0 MILE NORTHWEST ALONG A BLACK
 HX1602'TOP ROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF AN EMBEDDED
 HX1602'ROCK THAT IS ABOUT 12 FEET WIDE AND 4 FEET HIGH, 38 1/2 FEET
 HX1602'SOUTH OF A POWER POLE, 12 FEET NORTHWEST OF THE CENTER LINE OF
 HX1602'THE ROAD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 HX1602
 HX1602                          STATION RECOVERY (1976)
 HX1602
 HX1602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1630 ***********************************************************************
 HX1630  DESIGNATION -  U 269
 HX1630  PID         -  HX1630
 HX1630  STATE/COUNTY-  WV/BRAXTON
 HX1630  USGS QUAD   -  NEWVILLE (1976)
 HX1630
 HX1630                         *CURRENT SURVEY CONTROL
 HX1630  ___________________________________________________________________
 HX1630* NAD 83(1986)-  38 43 57.     (N)    080 31 04.     (W)     SCALED    
 HX1630* NAVD 88     -       420.829  (meters)    1380.67   (feet)  ADJUSTED  
 HX1630  ___________________________________________________________________
 HX1630  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HX1630  DYNAMIC HT  -         420.546 (meters)    1379.74  (feet)  COMP
 HX1630  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 HX1630
 HX1630  VERT ORDER  -  SECOND    CLASS 0
 HX1630
 HX1630.The horizontal coordinates were scaled from a topographic map and have
 HX1630.an estimated accuracy of +/- 6 seconds.
 HX1630
 HX1630.The orthometric height was determined by differential leveling
 HX1630.and adjusted by the National Geodetic Survey in June 1991..
 HX1630
 HX1630.The geoid height was determined by GEOID03.
 HX1630
 HX1630.The dynamic height is computed by dividing the NAVD 88
 HX1630.geopotential number by the normal gravity value computed on the
 HX1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1630.degrees latitude (g = 980.6199 gals.).
 HX1630
 HX1630.The modeled gravity was interpolated from observed gravity values.
 HX1630
 HX1630;                    North         East    Units  Estimated Accuracy
 HX1630;SPC WV S     -   192,400.      641,930.      MT  (+/- 180 meters Scaled)
 HX1630
 HX1630                          SUPERSEDED SURVEY CONTROL
 HX1630
 HX1630  NGVD 29 (??/??/92)  421.016  (m)         1381.28   (f) ADJ UNCH    2 0
 HX1630
 HX1630.Superseded values are not recommended for survey control.
 HX1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1630.See file dsdata.txt to determine how the superseded data were derived.
 HX1630
 HX1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC419872(NAD 83)
 HX1630_MARKER: DB = BENCH MARK DISK
 HX1630_SETTING: 66 = SET IN ROCK OUTCROP
 HX1630_SP_SET: ROCK LEDGE
 HX1630_STAMPING: U 269 1962
 HX1630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1630+STABILITY: POSITION/ELEVATION WELL
 HX1630
 HX1630  HISTORY     - Date     Condition        Report By
 HX1630  HISTORY     - 1962     MONUMENTED       CGS
 HX1630
 HX1630                          STATION DESCRIPTION
 HX1630
 HX1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1630'7.6 MI S FROM FALLS MILL.
 HX1630'ABOUT 0.75 MILES SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1630'OFFICE AT FALLS MILL, THENCE ABOUT 6.8 MILES SOUTHWEST AND THEN
 HX1630'SOUTHEAST ALONG A MOUNTAIN ROAD, 0.5 MILE SOUTHEAST OF A TOWN
 HX1630'LOCALLY KNOWN AS GREGORY, SET ON TOP OF A ROCK LEDGE THAT IS
 HX1630'ABOUT 9 FEET LONG AND 4 FEET HIGH, 7 FEET NORTHWEST OF THE CENTER
 HX1630'LINE OF THE ROAD, 170 YARDS WEST OF A ROAD JUNCTION, AND ABOUT
 HX1630'2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0077 ***********************************************************************
 JX0077  DESIGNATION -  U 27
 JX0077  PID         -  JX0077
 JX0077  STATE/COUNTY-  WV/MONONGALIA
 JX0077  USGS QUAD   -  RIVESVILLE (1976)
 JX0077
 JX0077                         *CURRENT SURVEY CONTROL
 JX0077  ___________________________________________________________________
 JX0077* NAD 83(1986)-  39 34 28.     (N)    080 02 55.     (W)     SCALED    
 JX0077* NAVD 88     -       263.797  (meters)     865.47   (feet)  POSTED    
 JX0077  ___________________________________________________________________
 JX0077  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JX0077  DYNAMIC HT  -         263.640 (meters)     864.96  (feet)  COMP
 JX0077  MODELED GRAV-     980,017.7   (mgal)                       NAVD 88
 JX0077
 JX0077  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JX0077
 JX0077.The horizontal coordinates were scaled from a topographic map and have
 JX0077.an estimated accuracy of +/- 6 seconds.
 JX0077
 JX0077.The orthometric height was determined by differential leveling
 JX0077.and adjusted by the National Geodetic Survey in 1992..
 JX0077.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JX0077.rate of 1.1 thru 2.0 mm/km.
 JX0077
 JX0077.The geoid height was determined by GEOID03.
 JX0077
 JX0077.The dynamic height is computed by dividing the NAVD 88
 JX0077.geopotential number by the normal gravity value computed on the
 JX0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0077.degrees latitude (g = 980.6199 gals.).
 JX0077
 JX0077.The modeled gravity was interpolated from observed gravity values.
 JX0077
 JX0077;                    North         East    Units  Estimated Accuracy
 JX0077;SPC WV N     -   119,430.      552,870.      MT  (+/- 180 meters Scaled)
 JX0077
 JX0077                          SUPERSEDED SURVEY CONTROL
 JX0077
 JX0077  NGVD 29 (??/??/92)  263.938  (m)          865.94   (f) ADJ UNCH    1 2
 JX0077
 JX0077.Superseded values are not recommended for survey control.
 JX0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0077.See file dsdata.txt to determine how the superseded data were derived.
 JX0077
 JX0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND817809(NAD 83)
 JX0077_MARKER: DB = BENCH MARK DISK
 JX0077_SETTING: 66 = SET IN ROCK OUTCROP
 JX0077_SP_SET: ROCK OUTCROP
 JX0077_STAMPING: U 27 1935
 JX0077_MARK LOGO: CGS   
 JX0077_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0077+STABILITY: POSITION/ELEVATION WELL
 JX0077
 JX0077  HISTORY     - Date     Condition        Report By
 JX0077  HISTORY     - 1935     MONUMENTED       CGS
 JX0077  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0077  HISTORY     - 19891006 GOOD             HARTMN
 JX0077
 JX0077                          STATION DESCRIPTION
 JX0077
 JX0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0077'12.5 MI NE FROM FAIRMONT.
 JX0077'IN MONONGALIA COUNTY, 12.5 MILES NORTHEAST ALONG THE BALTIMORE
 JX0077'AND OHIO RAILROAD FROM THE STATION AT FAIRMONT, MARION COUNTY,
 JX0077'0.6 MILE SOUTH OF THE BEECHWOOD FLAG STATION, 75 FEET EAST OF
 JX0077'POLE 115+21, 12 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 JX0077'MAIN TRACK, IN A FLAT-FACED ROCK, AND 2 FEET HIGHER THAN THE RAILS.
 JX0077'A STANDARD DISK, STAMPED U 27 1935 AND SET VERTICALLY.
 JX0077
 JX0077                          STATION RECOVERY (1983)
 JX0077
 JX0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0077'NOT RECOVERED, THE MARK IS INACCESSIBLE TO THE NEW LEVEL LINE, NOT
 JX0077'SEARCHED FOR IN 1983.
 JX0077
 JX0077                          STATION RECOVERY (1989)
 JX0077
 JX0077'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX0077'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 114.6, AT THE
 JX0077'NORTHWESTERLY END OF A 10 FT (3.0 MT) HIGH ROCK CUT FACE, ABOUT 200
 JX0077'FT (61.0 MT) NORTHWEST OF A HIGHER PORTION OF THE ROCK CUT FACE,
 JX0077'ABOUT 1725 FT (525.8 MT) NORTHWEST ALONG THE BALTIMORE AND OHIO
 JX0077'RAILROAD FROM THE CORPS OF ENGINEERS OPEKISKA 114.9 MILE
 JX0077'(184.9 KM) NAVIGATION LIGHT AND DAYMARK, ABOUT 2375 FT (723.9 MT)
 JX0077'NORTHWEST ALONG THE RAILROAD FROM THE BALTIMORE AND OHIO 116 MILE
 JX0077'(186.7 KM) MARKER AND ABOUT 15 FT (4.6 MT) NORTHEAST OF THE NORTHEAST
 JX0077'RAIL.  A STANDARD USCGS BRASS DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0221 ***********************************************************************
 HX0221  DESIGNATION -  U 270
 HX0221  PID         -  HX0221
 HX0221  STATE/COUNTY-  WV/UPSHUR
 HX0221  USGS QUAD   -  ROCK CAVE (1966)
 HX0221
 HX0221                         *CURRENT SURVEY CONTROL
 HX0221  ___________________________________________________________________
 HX0221* NAD 83(1986)-  38 51 03.     (N)    080 18 54.     (W)     SCALED    
 HX0221* NAVD 88     -       511.262  (meters)    1677.37   (feet)  ADJUSTED  
 HX0221  ___________________________________________________________________
 HX0221  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HX0221  DYNAMIC HT  -         510.905 (meters)    1676.19  (feet)  COMP
 HX0221  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 HX0221
 HX0221  VERT ORDER  -  SECOND    CLASS 0
 HX0221
 HX0221.The horizontal coordinates were scaled from a topographic map and have
 HX0221.an estimated accuracy of +/- 6 seconds.
 HX0221
 HX0221.The orthometric height was determined by differential leveling
 HX0221.and adjusted by the National Geodetic Survey in June 1991..
 HX0221
 HX0221.The geoid height was determined by GEOID03.
 HX0221
 HX0221.The dynamic height is computed by dividing the NAVD 88
 HX0221.geopotential number by the normal gravity value computed on the
 HX0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0221.degrees latitude (g = 980.6199 gals.).
 HX0221
 HX0221.The modeled gravity was interpolated from observed gravity values.
 HX0221
 HX0221;                    North         East    Units  Estimated Accuracy
 HX0221;SPC WV S     -   205,650.      659,460.      MT  (+/- 180 meters Scaled)
 HX0221
 HX0221                          SUPERSEDED SURVEY CONTROL
 HX0221
 HX0221  NGVD 29 (??/??/92)  511.435  (m)         1677.93   (f) ADJ UNCH    2 0
 HX0221
 HX0221.Superseded values are not recommended for survey control.
 HX0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0221.See file dsdata.txt to determine how the superseded data were derived.
 HX0221
 HX0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND594004(NAD 83)
 HX0221_MARKER: DB = BENCH MARK DISK
 HX0221_SETTING: 66 = SET IN ROCK OUTCROP
 HX0221_SP_SET: ROCK CLIFF
 HX0221_STAMPING: U 270 1962
 HX0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0221+STABILITY: POSITION/ELEVATION WELL
 HX0221
 HX0221  HISTORY     - Date     Condition        Report By
 HX0221  HISTORY     - 1962     MONUMENTED       CGS
 HX0221
 HX0221                          STATION DESCRIPTION
 HX0221
 HX0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0221'1.5 MI NE FROM ROCK CAVE.
 HX0221'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX0221'OFFICE AT ROCK CAVE, THENCE ABOUT 1.1 MILES NORTHEAST ALONG
 HX0221'STATE HIGHWAYS 20 AND 4, ON THE INSIDE OF A CURVE WITH THE
 HX0221'TANGENTS EXTENDING WEST AND NORTHEAST, SET VERTICALLY IN THE
 HX0221'NORTHWEST FACE OF A ROCK CLIFF THAT IS ABOUT 110 FEET LONG AND 15
 HX0221'FEET HIGH, 24 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 HX0221'CLIFF, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 HX0221'ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- 0.5 MILE
 HX0221'SOUTHWEST OF THE ENTRANCE TO FRENCH CREEK GAME FARM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0347 ***********************************************************************
 HX0347  DESIGNATION -  U 271
 HX0347  PID         -  HX0347
 HX0347  STATE/COUNTY-  WV/RANDOLPH
 HX0347  USGS QUAD   -  PICKENS (1977)
 HX0347
 HX0347                         *CURRENT SURVEY CONTROL
 HX0347  ___________________________________________________________________
 HX0347* NAD 83(1986)-  38 41 28.     (N)    080 13 35.     (W)     SCALED    
 HX0347* NAVD 88     -       889.131  (meters)    2917.09   (feet)  ADJUSTED  
 HX0347  ___________________________________________________________________
 HX0347  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HX0347  DYNAMIC HT  -         888.456 (meters)    2914.88  (feet)  COMP
 HX0347  MODELED GRAV-     979,837.6   (mgal)                       NAVD 88
 HX0347
 HX0347  VERT ORDER  -  SECOND    CLASS 0
 HX0347
 HX0347.The horizontal coordinates were scaled from a topographic map and have
 HX0347.an estimated accuracy of +/- 6 seconds.
 HX0347
 HX0347.The orthometric height was determined by differential leveling
 HX0347.and adjusted by the National Geodetic Survey in June 1991..
 HX0347
 HX0347.The geoid height was determined by GEOID03.
 HX0347
 HX0347.The dynamic height is computed by dividing the NAVD 88
 HX0347.geopotential number by the normal gravity value computed on the
 HX0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0347.degrees latitude (g = 980.6199 gals.).
 HX0347
 HX0347.The modeled gravity was interpolated from observed gravity values.
 HX0347
 HX0347;                    North         East    Units  Estimated Accuracy
 HX0347;SPC WV S     -   187,980.      667,300.      MT  (+/- 180 meters Scaled)
 HX0347
 HX0347                          SUPERSEDED SURVEY CONTROL
 HX0347
 HX0347  NGVD 29 (??/??/92)  889.276  (m)         2917.57   (f) ADJ UNCH    2 0
 HX0347
 HX0347.Superseded values are not recommended for survey control.
 HX0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0347.See file dsdata.txt to determine how the superseded data were derived.
 HX0347
 HX0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC672827(NAD 83)
 HX0347_MARKER: DB = BENCH MARK DISK
 HX0347_SETTING: 80 = SET IN A BOULDER
 HX0347_SP_SET: BOULDER
 HX0347_STAMPING: U 271 1962
 HX0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0347+STABILITY: SURFACE MOTION
 HX0347
 HX0347  HISTORY     - Date     Condition        Report By
 HX0347  HISTORY     - 1962     MONUMENTED       CGS
 HX0347
 HX0347                          STATION DESCRIPTION
 HX0347
 HX0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0347'3 MI N FROM PICKENS.
 HX0347'ABOUT 3.0 MILES NORTH ALONG COUNTY ROAD 50 FROM THE POST OFFICE
 HX0347'AT PICKENS, AT THE JUNCTION OF COUNTY ROADS 50 AND 52, SET ON
 HX0347'TOP OF AN EMBEDDED ROCK THAT IS 27 FEET LONG AND 5 FEET HIGH,
 HX0347'AT THE HIGHEST POINT OF THE ROCK, 65 FEET NORTH OF THE CENTER
 HX0347'OF THE JUNCTION OF THE ROADS, 49 FEET NORTHEAST OF THE CENTER
 HX0347'LINE OF THE ROAD LEADING NORTHWEST, AND ABOUT 12 FEET ABOVE THE
 HX0347'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1626 ***********************************************************************
 HX1626  DESIGNATION -  U 272
 HX1626  PID         -  HX1626
 HX1626  STATE/COUNTY-  WV/BRAXTON
 HX1626  USGS QUAD   -  HACKER VALLEY (1967)
 HX1626
 HX1626                         *CURRENT SURVEY CONTROL
 HX1626  ___________________________________________________________________
 HX1626* NAD 83(1986)-  38 42 30.     (N)    080 29 41.     (W)     SCALED    
 HX1626* NAVD 88     -       471.981  (meters)    1548.49   (feet)  ADJUSTED  
 HX1626  ___________________________________________________________________
 HX1626  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HX1626  DYNAMIC HT  -         471.663 (meters)    1547.45  (feet)  COMP
 HX1626  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 HX1626
 HX1626  VERT ORDER  -  SECOND    CLASS 0
 HX1626
 HX1626.The horizontal coordinates were scaled from a topographic map and have
 HX1626.an estimated accuracy of +/- 6 seconds.
 HX1626
 HX1626.The orthometric height was determined by differential leveling
 HX1626.and adjusted by the National Geodetic Survey in June 1991..
 HX1626
 HX1626.The geoid height was determined by GEOID03.
 HX1626
 HX1626.The dynamic height is computed by dividing the NAVD 88
 HX1626.geopotential number by the normal gravity value computed on the
 HX1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1626.degrees latitude (g = 980.6199 gals.).
 HX1626
 HX1626.The modeled gravity was interpolated from observed gravity values.
 HX1626
 HX1626;                    North         East    Units  Estimated Accuracy
 HX1626;SPC WV S     -   189,730.      643,950.      MT  (+/- 180 meters Scaled)
 HX1626
 HX1626                          SUPERSEDED SURVEY CONTROL
 HX1626
 HX1626  NGVD 29 (??/??/92)  472.165  (m)         1549.09   (f) ADJ UNCH    2 0
 HX1626
 HX1626.Superseded values are not recommended for survey control.
 HX1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1626.See file dsdata.txt to determine how the superseded data were derived.
 HX1626
 HX1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC439845(NAD 83)
 HX1626_MARKER: DB = BENCH MARK DISK
 HX1626_SETTING: 66 = SET IN ROCK OUTCROP
 HX1626_SP_SET: ROCK LEDGE
 HX1626_STAMPING: U 272 1962
 HX1626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1626+STABILITY: POSITION/ELEVATION WELL
 HX1626
 HX1626  HISTORY     - Date     Condition        Report By
 HX1626  HISTORY     - 1962     MONUMENTED       CGS
 HX1626
 HX1626                          STATION DESCRIPTION
 HX1626
 HX1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1626'11.2 MI S FROM FALLS MILL.
 HX1626'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1626'OFFICE AT FALLS MILL, THENCE 10.5 MILES SOUTHWEST AND THEN
 HX1626'SOUTHEAST ALONG A MOUNTAIN ROAD, SET ON TOP OF A ROCK LEDGE THAT
 HX1626'IS ABOUT 16 FEET LONG AND 1 1/2 FEET HIGH, 10 FEET NORTHWEST OF
 HX1626'THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX1626'OF THE ROAD.  NOTE-- THIS BENCH MARK IS 0.2 MILE SOUTHWEST OF
 HX1626'A SCHOOL HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0444 ***********************************************************************
 HX0444  DESIGNATION -  U 273
 HX0444  PID         -  HX0444
 HX0444  STATE/COUNTY-  WV/UPSHUR
 HX0444  USGS QUAD   -  ALTON (1989)
 HX0444
 HX0444                         *CURRENT SURVEY CONTROL
 HX0444  ___________________________________________________________________
 HX0444* NAD 83(1986)-  38 45 26.     (N)    080 09 11.     (W)     SCALED    
 HX0444* NAVD 88     -       696.791  (meters)    2286.06   (feet)  ADJUSTED  
 HX0444  ___________________________________________________________________
 HX0444  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HX0444  DYNAMIC HT  -         696.274 (meters)    2284.36  (feet)  COMP
 HX0444  MODELED GRAV-     979,863.6   (mgal)                       NAVD 88
 HX0444
 HX0444  VERT ORDER  -  SECOND    CLASS 0
 HX0444
 HX0444.The horizontal coordinates were scaled from a topographic map and have
 HX0444.an estimated accuracy of +/- 6 seconds.
 HX0444
 HX0444.The orthometric height was determined by differential leveling
 HX0444.and adjusted by the National Geodetic Survey in June 1991..
 HX0444
 HX0444.The geoid height was determined by GEOID03.
 HX0444
 HX0444.The dynamic height is computed by dividing the NAVD 88
 HX0444.geopotential number by the normal gravity value computed on the
 HX0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0444.degrees latitude (g = 980.6199 gals.).
 HX0444
 HX0444.The modeled gravity was interpolated from observed gravity values.
 HX0444
 HX0444;                    North         East    Units  Estimated Accuracy
 HX0444;SPC WV S     -   195,370.      673,620.      MT  (+/- 180 meters Scaled)
 HX0444
 HX0444                          SUPERSEDED SURVEY CONTROL
 HX0444
 HX0444  NGVD 29 (??/??/92)  696.936  (m)         2286.53   (f) ADJ UNCH    2 0
 HX0444
 HX0444.Superseded values are not recommended for survey control.
 HX0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0444.See file dsdata.txt to determine how the superseded data were derived.
 HX0444
 HX0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC735901(NAD 83)
 HX0444_MARKER: DB = BENCH MARK DISK
 HX0444_SETTING: 80 = SET IN A BOULDER
 HX0444_SP_SET: BOULDER
 HX0444_STAMPING: U 273 1962
 HX0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0444+STABILITY: SURFACE MOTION
 HX0444
 HX0444  HISTORY     - Date     Condition        Report By
 HX0444  HISTORY     - 1962     MONUMENTED       CGS
 HX0444
 HX0444                          STATION DESCRIPTION
 HX0444
 HX0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0444'0.5 MI NE FROM PALACE VALLEY.
 HX0444'ABOUT 0.5 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE
 HX0444'OVER THE LEFT FORK OF THE BUCKHANNON RIVER AT PALACE VALLEY, 0.15
 HX0444'MILE SOUTH AND UPHILL FROM A SHARP SWITCH BACK CURVE, SET
 HX0444'VERTICALLY IN THE WEST FACE OF AN EMBEDDED ROCK BOULDER THAT IS
 HX0444'ABOUT 10-BY 20-FOOT LONG AND 4-FOOT HIGH, AT THE SOUTHWEST END
 HX0444'OF THE ROCK, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 HX0444'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0468 ***********************************************************************
 HX0468  DESIGNATION -  U 274
 HX0468  PID         -  HX0468
 HX0468  STATE/COUNTY-  WV/RANDOLPH
 HX0468  USGS QUAD   -  ELLAMORE (1987)
 HX0468
 HX0468                         *CURRENT SURVEY CONTROL
 HX0468  ___________________________________________________________________
 HX0468* NAD 83(1986)-  38 55 01.     (N)    080 05 18.     (W)     SCALED    
 HX0468* NAVD 88     -       561.647  (meters)    1842.67   (feet)  ADJUSTED  
 HX0468  ___________________________________________________________________
 HX0468  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HX0468  DYNAMIC HT  -         561.248 (meters)    1841.36  (feet)  COMP
 HX0468  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 HX0468
 HX0468  VERT ORDER  -  SECOND    CLASS 0
 HX0468
 HX0468.The horizontal coordinates were scaled from a topographic map and have
 HX0468.an estimated accuracy of +/- 6 seconds.
 HX0468
 HX0468.The orthometric height was determined by differential leveling
 HX0468.and adjusted by the National Geodetic Survey in June 1991..
 HX0468
 HX0468.The geoid height was determined by GEOID03.
 HX0468
 HX0468.The dynamic height is computed by dividing the NAVD 88
 HX0468.geopotential number by the normal gravity value computed on the
 HX0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0468.degrees latitude (g = 980.6199 gals.).
 HX0468
 HX0468.The modeled gravity was interpolated from observed gravity values.
 HX0468
 HX0468;                    North         East    Units  Estimated Accuracy
 HX0468;SPC WV S     -   213,160.      679,070.      MT  (+/- 180 meters Scaled)
 HX0468
 HX0468                          SUPERSEDED SURVEY CONTROL
 HX0468
 HX0468  NGVD 29 (??/??/92)  561.809  (m)         1843.20   (f) ADJ UNCH    2 0
 HX0468
 HX0468.Superseded values are not recommended for survey control.
 HX0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0468.See file dsdata.txt to determine how the superseded data were derived.
 HX0468
 HX0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND790079(NAD 83)
 HX0468_MARKER: DB = BENCH MARK DISK
 HX0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0468_SP_SET: ABUTMENT
 HX0468_STAMPING: U 274 1962
 HX0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0468
 HX0468  HISTORY     - Date     Condition        Report By
 HX0468  HISTORY     - 1962     MONUMENTED       CGS
 HX0468
 HX0468                          STATION DESCRIPTION
 HX0468
 HX0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0468'0.4 MI S FROM ELLAMORE.
 HX0468'ABOUT 0.45 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX0468'AT ELLAMORE, SET ON TOP OF THE EAST END OF THE SOUTH CONCRETE
 HX0468'ABUTMENT OF THE BRIDGE OVER THE MIDDLE FORK RIVER, 18 FEET EAST
 HX0468'OF THE CENTER LINE OF THE HIGHWAY, 39 FEET NORTH OF THE CENTER
 HX0468'LINE OF THE BLACK TOP ROAD, 110 FEET NORTH OF THE CENTER OF THE
 HX0468'CROSSING OF THE RAILROAD AND STATE HIGHWAYS 4 AND 33, AND ABOUT
 HX0468'4 FEET BELOW THE LEVEL OF THE HIGHWAY, THIS BENCH MARK IS AT THE
 HX0468'POINT WHERE STATE HIGHWAY 33 AND 4 CROSSES THE MIDDLE FORK RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3166 ***********************************************************************
 HX3166  DESIGNATION -  U 274 RESET
 HX3166  PID         -  HX3166
 HX3166  STATE/COUNTY-  WV/RANDOLPH
 HX3166  USGS QUAD   -  ELLAMORE (1987)
 HX3166
 HX3166                         *CURRENT SURVEY CONTROL
 HX3166  ___________________________________________________________________
 HX3166* NAD 83(1986)-  38 55 01.     (N)    080 05 18.     (W)     SCALED    
 HX3166* NAVD 88     -       561.73   (meters)    1842.9    (feet)  RESET     
 HX3166  ___________________________________________________________________
 HX3166  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HX3166
 HX3166  VERT ORDER  -  THIRD
 HX3166
 HX3166.The horizontal coordinates were scaled from a topographic map and have
 HX3166.an estimated accuracy of +/- 6 seconds.
 HX3166
 HX3166.The orthometric height was computed from unverified reset data.
 HX3166.No vertical observational check was made to the station.
 HX3166
 HX3166.The geoid height was determined by GEOID03.
 HX3166
 HX3166;                    North         East    Units  Estimated Accuracy
 HX3166;SPC WV S     -   213,160.      679,070.      MT  (+/- 180 meters Scaled)
 HX3166
 HX3166                          SUPERSEDED SURVEY CONTROL
 HX3166
 HX3166  NGVD 29 (09/25/03)  561.89   (m)         1843.5    (f) RESET       3  
 HX3166
 HX3166.Superseded values are not recommended for survey control.
 HX3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3166.See file dsdata.txt to determine how the superseded data were derived.
 HX3166
 HX3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND790079(NAD 83)
 HX3166_MARKER: DV = VERTICAL CONTROL DISK
 HX3166_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HX3166_SP_SET: WINGWALL
 HX3166_STAMPING: U 274 1986 1843.47
 HX3166_MARK LOGO: NGS   
 HX3166_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX3166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX3166
 HX3166  HISTORY     - Date     Condition        Report By
 HX3166  HISTORY     - 1986     MONUMENTED       WVHD
 HX3166
 HX3166                          STATION DESCRIPTION
 HX3166
 HX3166'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1986
 HX3166'ON EAST END OF NEW CONCRETE BRIDGE NUMBER 3574, ON ROUTE US 33
 HX3166'CROSSING MIDDLE FORK RIVER AT RANDOLPH-UPSHOR COUNTY LINE AT
 HX3166'ELLAMORE, SAME ELEVATION AS ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0461 ***********************************************************************
 HX0461  DESIGNATION -  U 276
 HX0461  PID         -  HX0461
 HX0461  STATE/COUNTY-  WV/RANDOLPH
 HX0461  USGS QUAD   -  PICKENS (1977)
 HX0461
 HX0461                         *CURRENT SURVEY CONTROL
 HX0461  ___________________________________________________________________
 HX0461* NAD 83(1986)-  38 42 07.     (N)    080 10 49.     (W)     SCALED    
 HX0461* NAVD 88     -       779.016  (meters)    2555.82   (feet)  ADJUSTED  
 HX0461  ___________________________________________________________________
 HX0461  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX0461  DYNAMIC HT  -         778.422 (meters)    2553.87  (feet)  COMP
 HX0461  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 HX0461
 HX0461  VERT ORDER  -  SECOND    CLASS 0
 HX0461
 HX0461.The horizontal coordinates were scaled from a topographic map and have
 HX0461.an estimated accuracy of +/- 6 seconds.
 HX0461
 HX0461.The orthometric height was determined by differential leveling
 HX0461.and adjusted by the National Geodetic Survey in June 1991..
 HX0461
 HX0461.The geoid height was determined by GEOID03.
 HX0461
 HX0461.The dynamic height is computed by dividing the NAVD 88
 HX0461.geopotential number by the normal gravity value computed on the
 HX0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0461.degrees latitude (g = 980.6199 gals.).
 HX0461
 HX0461.The modeled gravity was interpolated from observed gravity values.
 HX0461
 HX0461;                    North         East    Units  Estimated Accuracy
 HX0461;SPC WV S     -   189,220.      671,300.      MT  (+/- 180 meters Scaled)
 HX0461
 HX0461                          SUPERSEDED SURVEY CONTROL
 HX0461
 HX0461  NGVD 29 (??/??/92)  779.154  (m)         2556.27   (f) ADJ UNCH    2 0
 HX0461
 HX0461.Superseded values are not recommended for survey control.
 HX0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0461.See file dsdata.txt to determine how the superseded data were derived.
 HX0461
 HX0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC712840(NAD 83)
 HX0461_MARKER: DB = BENCH MARK DISK
 HX0461_SETTING: 66 = SET IN ROCK OUTCROP
 HX0461_SP_SET: ROCK CUT
 HX0461_STAMPING: U 276 1962
 HX0461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0461+STABILITY: POSITION/ELEVATION WELL
 HX0461
 HX0461  HISTORY     - Date     Condition        Report By
 HX0461  HISTORY     - 1962     MONUMENTED       CGS
 HX0461
 HX0461                          STATION DESCRIPTION
 HX0461
 HX0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0461'1.5 MI E FROM HELVETIA.
 HX0461'ABOUT 0.1 MILE NORTHEAST ALONG COUNTY ROAD 45 FROM THE POST
 HX0461'OFFICE AT HELVETIA, THENCE 1.4 MILES SOUTHWEST AND THEN EAST
 HX0461'ALONG COUNTY ROAD 46, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 HX0461'CUT THAT IS ABOUT 28 FEET LONG AND PROJECTS OUT OF THE ROAD
 HX0461'BANK, 13 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 7
 HX0461'FEET WEST OF THE EAST END OF THE CUT, AND ABOUT 3 FEET ABOVE THE
 HX0461'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0437 ***********************************************************************
 HX0437  DESIGNATION -  U 277
 HX0437  PID         -  HX0437
 HX0437  STATE/COUNTY-  WV/UPSHUR
 HX0437  USGS QUAD   -  ALTON (1989)
 HX0437
 HX0437                         *CURRENT SURVEY CONTROL
 HX0437  ___________________________________________________________________
 HX0437* NAD 83(1986)-  38 45 08.     (N)    080 10 26.     (W)     SCALED    
 HX0437* NAVD 88     -       662.729  (meters)    2174.30   (feet)  ADJUSTED  
 HX0437  ___________________________________________________________________
 HX0437  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 HX0437  DYNAMIC HT  -         662.235 (meters)    2172.68  (feet)  COMP
 HX0437  MODELED GRAV-     979,860.8   (mgal)                       NAVD 88
 HX0437
 HX0437  VERT ORDER  -  SECOND    CLASS 0
 HX0437
 HX0437.The horizontal coordinates were scaled from a topographic map and have
 HX0437.an estimated accuracy of +/- 6 seconds.
 HX0437
 HX0437.The orthometric height was determined by differential leveling
 HX0437.and adjusted by the National Geodetic Survey in June 1991..
 HX0437
 HX0437.The geoid height was determined by GEOID03.
 HX0437
 HX0437.The dynamic height is computed by dividing the NAVD 88
 HX0437.geopotential number by the normal gravity value computed on the
 HX0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0437.degrees latitude (g = 980.6199 gals.).
 HX0437
 HX0437.The modeled gravity was interpolated from observed gravity values.
 HX0437
 HX0437;                    North         East    Units  Estimated Accuracy
 HX0437;SPC WV S     -   194,800.      671,810.      MT  (+/- 180 meters Scaled)
 HX0437
 HX0437                          SUPERSEDED SURVEY CONTROL
 HX0437
 HX0437  NGVD 29 (??/??/92)  662.874  (m)         2174.78   (f) ADJ UNCH    2 0
 HX0437
 HX0437.Superseded values are not recommended for survey control.
 HX0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0437.See file dsdata.txt to determine how the superseded data were derived.
 HX0437
 HX0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC717896(NAD 83)
 HX0437_MARKER: DB = BENCH MARK DISK
 HX0437_SETTING: 80 = SET IN A BOULDER
 HX0437_SP_SET: BOULDER
 HX0437_STAMPING: U 277 1962
 HX0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0437+STABILITY: SURFACE MOTION
 HX0437
 HX0437  HISTORY     - Date     Condition        Report By
 HX0437  HISTORY     - 1962     MONUMENTED       CGS
 HX0437
 HX0437                          STATION DESCRIPTION
 HX0437
 HX0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0437'1.6 MI NW FROM PALACE VALLEY.
 HX0437'ABOUT 1.6 MILES NORTHWEST AND THEN WEST ALONG A TRAIL ROAD FROM
 HX0437'THE CONCRETE BRIDGE OVER THE LEFT FORK OF THE BUCKHANNON RIVER AT
 HX0437'PALACE VALLEY, SET ON TOP OF A ROCK THAT IS ABOUT 5-BY 6-FOOT
 HX0437'LONG AND IS EMBEDDED IN THE GROUND, 14 FEET EAST OF THE CENTER
 HX0437'LINE OF THE ROAD, 3.8 FEET EAST OF THE WEST EDGE OF THE ROCK,
 HX0437'33 FEET EAST OF AN 18-INCH PINE TREE, 64 1/2 FEET SOUTHEAST OF
 HX0437'THE SOUTHEAST CORNER OF AN ABANDONED FRAME HOUSE, AND ABOUT 2 FEET
 HX0437'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1547 ***********************************************************************
 HX1547  DESIGNATION -  U 278
 HX1547  PID         -  HX1547
 HX1547  STATE/COUNTY-  WV/LEWIS
 HX1547  USGS QUAD   -  ORLANDO (1989)
 HX1547
 HX1547                         *CURRENT SURVEY CONTROL
 HX1547  ___________________________________________________________________
 HX1547* NAD 83(1986)-  38 51 32.     (N)    080 32 54.     (W)     SCALED    
 HX1547* NAVD 88     -       261.450  (meters)     857.77   (feet)  ADJUSTED  
 HX1547  ___________________________________________________________________
 HX1547  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HX1547  DYNAMIC HT  -         261.280 (meters)     857.22  (feet)  COMP
 HX1547  MODELED GRAV-     979,971.4   (mgal)                       NAVD 88
 HX1547
 HX1547  VERT ORDER  -  SECOND    CLASS 0
 HX1547
 HX1547.The horizontal coordinates were scaled from a topographic map and have
 HX1547.an estimated accuracy of +/- 6 seconds.
 HX1547
 HX1547.The orthometric height was determined by differential leveling
 HX1547.and adjusted by the National Geodetic Survey in June 1991..
 HX1547
 HX1547.The geoid height was determined by GEOID03.
 HX1547
 HX1547.The dynamic height is computed by dividing the NAVD 88
 HX1547.geopotential number by the normal gravity value computed on the
 HX1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1547.degrees latitude (g = 980.6199 gals.).
 HX1547
 HX1547.The modeled gravity was interpolated from observed gravity values.
 HX1547
 HX1547;                    North         East    Units  Estimated Accuracy
 HX1547;SPC WV S     -   206,420.      639,200.      MT  (+/- 180 meters Scaled)
 HX1547
 HX1547                          SUPERSEDED SURVEY CONTROL
 HX1547
 HX1547  NGVD 29 (??/??/92)  261.651  (m)          858.43   (f) ADJ UNCH    2 0
 HX1547
 HX1547.Superseded values are not recommended for survey control.
 HX1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1547.See file dsdata.txt to determine how the superseded data were derived.
 HX1547
 HX1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND391012(NAD 83)
 HX1547_MARKER: DB = BENCH MARK DISK
 HX1547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1547_SP_SET: CULVERT
 HX1547_STAMPING: U 278 1962
 HX1547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1547
 HX1547  HISTORY     - Date     Condition        Report By
 HX1547  HISTORY     - 1962     MONUMENTED       CGS
 HX1547
 HX1547                          STATION DESCRIPTION
 HX1547
 HX1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1547'3.3 MI E FROM ORLANDO.
 HX1547'ABOUT 3.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1547'THE POST OFFICE AT ORLANDO, SET ON TOP OF THE SOUTH END OF THE
 HX1547'EAST STONE HEAD WALL OF A 6-FOOT LONG BY 4-FOOT HIGH BOX CULVERT,
 HX1547'18 FEET EAST OF THE EAST RAIL, 30 YARDS EAST AND ACROSS THE TRACKS
 HX1547'AND ROAD FROM A FARM HOUSE, AND ABOUT 8 FEET BELOW THE LEVEL
 HX1547'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2045 ***********************************************************************
 HW2045  DESIGNATION -  U 279
 HW2045  PID         -  HW2045
 HW2045  STATE/COUNTY-  WV/RANDOLPH
 HW2045  USGS QUAD   -  BEVERLY EAST (1995)
 HW2045
 HW2045                         *CURRENT SURVEY CONTROL
 HW2045  ___________________________________________________________________
 HW2045* NAD 83(1986)-  38 50 19.     (N)    079 46 19.     (W)     SCALED    
 HW2045* NAVD 88     -       979.729  (meters)    3214.33   (feet)  ADJUSTED  
 HW2045  ___________________________________________________________________
 HW2045  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HW2045  DYNAMIC HT  -         978.981 (meters)    3211.87  (feet)  COMP
 HW2045  MODELED GRAV-     979,829.9   (mgal)                       NAVD 88
 HW2045
 HW2045  VERT ORDER  -  SECOND    CLASS 0
 HW2045
 HW2045.The horizontal coordinates were scaled from a topographic map and have
 HW2045.an estimated accuracy of +/- 6 seconds.
 HW2045
 HW2045.The orthometric height was determined by differential leveling
 HW2045.and adjusted by the National Geodetic Survey in June 1991..
 HW2045
 HW2045.The geoid height was determined by GEOID03.
 HW2045
 HW2045.The dynamic height is computed by dividing the NAVD 88
 HW2045.geopotential number by the normal gravity value computed on the
 HW2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2045.degrees latitude (g = 980.6199 gals.).
 HW2045
 HW2045.The modeled gravity was interpolated from observed gravity values.
 HW2045
 HW2045;                    North         East    Units  Estimated Accuracy
 HW2045;SPC WV S     -   204,780.      706,620.      MT  (+/- 180 meters Scaled)
 HW2045
 HW2045                          SUPERSEDED SURVEY CONTROL
 HW2045
 HW2045  NGVD 29 (??/??/92)  979.867  (m)         3214.78   (f) ADJ UNCH    2 0
 HW2045
 HW2045.Superseded values are not recommended for survey control.
 HW2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2045.See file dsdata.txt to determine how the superseded data were derived.
 HW2045
 HW2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC065995(NAD 83)
 HW2045_MARKER: DB = BENCH MARK DISK
 HW2045_SETTING: 80 = SET IN A BOULDER
 HW2045_STAMPING: U 279 1962
 HW2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2045+STABILITY: SURFACE MOTION
 HW2045
 HW2045  HISTORY     - Date     Condition        Report By
 HW2045  HISTORY     - 1962     MONUMENTED       CGS
 HW2045  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2045  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2045
 HW2045                          STATION DESCRIPTION
 HW2045
 HW2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2045'5 MI NW FROM BEMIS.
 HW2045'ABOUT 5.0 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE WESTERN
 HW2045'MARYLAND RAILWAY CROSSING AT BEMIS, 0.45 MILE NORTHWEST OF A
 HW2045'SWITCH BACK CURVE, 0.05 MILE SOUTHEAST OF THE JUNCTION OF A DIM
 HW2045'ROAD LEADING NORTH AND SOUTH, SET ON TOP OF THE SOUTHEAST CORNER
 HW2045'OF A ROCK BOULDER THAT IS ABOUT 12-BY 14-FOOT LONG AND 3-FOOT
 HW2045'HIGH, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 HW2045'5 FEET BELOW THE LEVEL OF THE ROAD.
 HW2045
 HW2045                          STATION RECOVERY (1983)
 HW2045
 HW2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2045'MARK NOT FOUND.
 HW2045
 HW2045                          STATION RECOVERY (1983)
 HW2045
 HW2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0849 ***********************************************************************
 KY0849  DESIGNATION -  U 28
 KY0849  PID         -  KY0849
 KY0849  STATE/COUNTY-  WV/OHIO
 KY0849  USGS QUAD   -  WHEELING (1994)
 KY0849
 KY0849                         *CURRENT SURVEY CONTROL
 KY0849  ___________________________________________________________________
 KY0849* NAD 83(1986)-  40 02 44.     (N)    080 39 40.     (W)     SCALED    
 KY0849* NAVD 88     -       212.150  (meters)     696.03   (feet)  ADJUSTED  
 KY0849  ___________________________________________________________________
 KY0849  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0849  DYNAMIC HT  -         212.033 (meters)     695.64  (feet)  COMP
 KY0849  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 KY0849
 KY0849  VERT ORDER  -  SECOND    CLASS 0
 KY0849
 KY0849.The horizontal coordinates were scaled from a topographic map and have
 KY0849.an estimated accuracy of +/- 6 seconds.
 KY0849
 KY0849.The orthometric height was determined by differential leveling
 KY0849.and adjusted by the National Geodetic Survey in June 1991..
 KY0849
 KY0849.The geoid height was determined by GEOID03.
 KY0849
 KY0849.The dynamic height is computed by dividing the NAVD 88
 KY0849.geopotential number by the normal gravity value computed on the
 KY0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0849.degrees latitude (g = 980.6199 gals.).
 KY0849
 KY0849.The modeled gravity was interpolated from observed gravity values.
 KY0849
 KY0849;                    North         East    Units  Estimated Accuracy
 KY0849;SPC WV N     -   172,230.      500,920.      MT  (+/- 180 meters Scaled)
 KY0849
 KY0849                          SUPERSEDED SURVEY CONTROL
 KY0849
 KY0849  NGVD 29 (??/??/92)  212.303  (m)          696.53   (f) ADJ UNCH    2 0
 KY0849
 KY0849.Superseded values are not recommended for survey control.
 KY0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0849.See file dsdata.txt to determine how the superseded data were derived.
 KY0849
 KY0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE289328(NAD 83)
 KY0849_MARKER: DB = BENCH MARK DISK
 KY0849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0849_SP_SET: OVERPASS
 KY0849_STAMPING: U 28 1935
 KY0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0849
 KY0849  HISTORY     - Date     Condition        Report By
 KY0849  HISTORY     - 1935     MONUMENTED       CGS
 KY0849  HISTORY     - 1957     GOOD             NGS
 KY0849  HISTORY     - 1960     GOOD             NGS
 KY0849
 KY0849                          STATION DESCRIPTION
 KY0849
 KY0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0849'AT ELM GROVE.
 KY0849'AT ELM GROVE, ABOUT 70 YARDS WEST ALONG THE BALTIMORE AND OHIO
 KY0849'RAILROAD FROM THE STATION, NEAR MILEAGE POLE NO. 62+33, IN THE
 KY0849'TOP OF THE SOUTH END OF WEST CONCRETE ABUTMENT  OF OVERPASS NO.
 KY0849'185 1/2 OVER U.S. HIGHWAY 40, 13 1/2 FEET SOUTH OF SOUTH RAIL,
 KY0849'2 FEET SOUTH OF IRON RAILING OF BRIDGE AND ABOUT LEVEL WITH BRIDGE
 KY0849'SIDE WALK.
 KY0849
 KY0849                          STATION RECOVERY (1960)
 KY0849
 KY0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2131 ***********************************************************************
 HW2131  DESIGNATION -  U 280
 HW2131  PID         -  HW2131
 HW2131  STATE/COUNTY-  WV/RANDOLPH
 HW2131  USGS QUAD   -  BEVERLY WEST (1995)
 HW2131
 HW2131                         *CURRENT SURVEY CONTROL
 HW2131  ___________________________________________________________________
 HW2131* NAD 83(1986)-  38 50 45.     (N)    079 59 29.     (W)     SCALED    
 HW2131* NAVD 88     -       788.701  (meters)    2587.60   (feet)  ADJUSTED  
 HW2131  ___________________________________________________________________
 HW2131  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HW2131  DYNAMIC HT  -         788.127 (meters)    2585.71  (feet)  COMP
 HW2131  MODELED GRAV-     979,872.1   (mgal)                       NAVD 88
 HW2131
 HW2131  VERT ORDER  -  SECOND    CLASS 0
 HW2131
 HW2131.The horizontal coordinates were scaled from a topographic map and have
 HW2131.an estimated accuracy of +/- 6 seconds.
 HW2131
 HW2131.The orthometric height was determined by differential leveling
 HW2131.and adjusted by the National Geodetic Survey in June 1991..
 HW2131
 HW2131.The geoid height was determined by GEOID03.
 HW2131
 HW2131.The dynamic height is computed by dividing the NAVD 88
 HW2131.geopotential number by the normal gravity value computed on the
 HW2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2131.degrees latitude (g = 980.6199 gals.).
 HW2131
 HW2131.The modeled gravity was interpolated from observed gravity values.
 HW2131
 HW2131;                    North         East    Units  Estimated Accuracy
 HW2131;SPC WV S     -   205,350.      687,560.      MT  (+/- 180 meters Scaled)
 HW2131
 HW2131                          SUPERSEDED SURVEY CONTROL
 HW2131
 HW2131  NGVD 29 (??/??/92)  788.857  (m)         2588.11   (f) ADJ UNCH    2 0
 HW2131
 HW2131.Superseded values are not recommended for survey control.
 HW2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2131.See file dsdata.txt to determine how the superseded data were derived.
 HW2131
 HW2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND875001(NAD 83)
 HW2131_MARKER: DB = BENCH MARK DISK
 HW2131_SETTING: 80 = SET IN A BOULDER
 HW2131_STAMPING: U 280 1962
 HW2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2131+STABILITY: SURFACE MOTION
 HW2131
 HW2131  HISTORY     - Date     Condition        Report By
 HW2131  HISTORY     - 1962     MONUMENTED       CGS
 HW2131  HISTORY     - 1983     GOOD             NGS
 HW2131  HISTORY     - 1983     GOOD             NGS
 HW2131
 HW2131                          STATION DESCRIPTION
 HW2131
 HW2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2131'3 MI NE FROM CASSITY.
 HW2131'ABOUT 3.0 MILES NORTHEAST ALONG COUNTY ROAD 35 (BLACK TOP ROAD)
 HW2131'FROM THE GRADE SCHOOL AT CASSITY, 0.25 MILE WEST OF THE HARRISON
 HW2131'COMMUNITY CHURCH, ABOUT 180 YARDS EAST OF THE CENTER OF THE
 HW2131'JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST, SET AT THE
 HW2131'SOUTHEAST CORNER OF AN EMBEDDED BOULDER THAT IS ABOUT 5-BY
 HW2131'9-FOOT LONG, 42 FEET NORTHWEST OF THE TELEPHONE POLE 660-100, 22
 HW2131'FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 40 YARDS NORTH
 HW2131'OF THE NORTH BANK OF A SMALL POND, AND ABOUT 3 FEET ABOVE THE
 HW2131'LEVEL OF THE ROAD.
 HW2131
 HW2131                          STATION RECOVERY (1983)
 HW2131
 HW2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2131'RECOVERED IN GOOD CONDITION.
 HW2131
 HW2131                          STATION RECOVERY (1983)
 HW2131
 HW2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2095 ***********************************************************************
 HW2095  DESIGNATION -  U 281
 HW2095  PID         -  HW2095
 HW2095  STATE/COUNTY-  WV/RANDOLPH
 HW2095  USGS QUAD   -  MILL CREEK (1995)
 HW2095
 HW2095                         *CURRENT SURVEY CONTROL
 HW2095  ___________________________________________________________________
 HW2095* NAD 83(1986)-  38 38 02.     (N)    079 52 37.     (W)     SCALED    
 HW2095* NAVD 88     -      1074.890  (meters)    3526.53   (feet)  ADJUSTED  
 HW2095  ___________________________________________________________________
 HW2095  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HW2095  DYNAMIC HT  -        1074.011 (meters)    3523.65  (feet)  COMP
 HW2095  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 HW2095
 HW2095  VERT ORDER  -  SECOND    CLASS 0
 HW2095
 HW2095.The horizontal coordinates were scaled from a topographic map and have
 HW2095.an estimated accuracy of +/- 6 seconds.
 HW2095
 HW2095.The orthometric height was determined by differential leveling
 HW2095.and adjusted by the National Geodetic Survey in June 1991..
 HW2095
 HW2095.The geoid height was determined by GEOID03.
 HW2095
 HW2095.The dynamic height is computed by dividing the NAVD 88
 HW2095.geopotential number by the normal gravity value computed on the
 HW2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2095.degrees latitude (g = 980.6199 gals.).
 HW2095
 HW2095.The modeled gravity was interpolated from observed gravity values.
 HW2095
 HW2095;                    North         East    Units  Estimated Accuracy
 HW2095;SPC WV S     -   181,940.      697,780.      MT  (+/- 180 meters Scaled)
 HW2095
 HW2095                          SUPERSEDED SURVEY CONTROL
 HW2095
 HW2095  NGVD 29 (??/??/92) 1074.961  (m)         3526.77   (f) ADJ UNCH    2 0
 HW2095
 HW2095.Superseded values are not recommended for survey control.
 HW2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2095.See file dsdata.txt to determine how the superseded data were derived.
 HW2095
 HW2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC977767(NAD 83)
 HW2095_MARKER: DB = BENCH MARK DISK
 HW2095_SETTING: 80 = SET IN A BOULDER
 HW2095_STAMPING: U 281 1962
 HW2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2095+STABILITY: SURFACE MOTION
 HW2095
 HW2095  HISTORY     - Date     Condition        Report By
 HW2095  HISTORY     - 1962     MONUMENTED       CGS
 HW2095
 HW2095                          STATION DESCRIPTION
 HW2095
 HW2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2095'1.9 MI NE FROM CHEAT BRIDGE.
 HW2095'ABOUT 1.9 MILES NORTH THEN NORTHEAST ALONG THE WESTERN MARYLAND
 HW2095'RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE,
 HW2095'ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING TO THE
 HW2095'NORTHWEST AND NORTHEAST, SET ON TOP OF A ROCK BOULDER THAT IS
 HW2095'ABOUT 18-BY 10-FOOT WIDE, 4 FEET NORTHWEST OF THE SOUTHEAST
 HW2095'CORNER OF THE ROCK, 27 RAILS SOUTHEAST OF MILEPOST C 22, 37
 HW2095'FEET NORTH OF THE NORTH RAIL, AND ABOUT 4 FEET BELOW THE LEVEL
 HW2095'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0103 ***********************************************************************
 HX0103  DESIGNATION -  U 282
 HX0103  PID         -  HX0103
 HX0103  STATE/COUNTY-  WV/UPSHUR
 HX0103  USGS QUAD   -  BUCKHANNON (1989)
 HX0103
 HX0103                         *CURRENT SURVEY CONTROL
 HX0103  ___________________________________________________________________
 HX0103* NAD 83(1986)-  38 54 23.     (N)    080 11 23.     (W)     SCALED    
 HX0103* NAVD 88     -       494.583  (meters)    1622.64   (feet)  ADJUSTED  
 HX0103  ___________________________________________________________________
 HX0103  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX0103  DYNAMIC HT  -         494.249 (meters)    1621.55  (feet)  COMP
 HX0103  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 HX0103
 HX0103  VERT ORDER  -  SECOND    CLASS 0
 HX0103
 HX0103.The horizontal coordinates were scaled from a topographic map and have
 HX0103.an estimated accuracy of +/- 6 seconds.
 HX0103
 HX0103.The orthometric height was determined by differential leveling
 HX0103.and adjusted by the National Geodetic Survey in June 1991..
 HX0103
 HX0103.The geoid height was determined by GEOID03.
 HX0103
 HX0103.The dynamic height is computed by dividing the NAVD 88
 HX0103.geopotential number by the normal gravity value computed on the
 HX0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0103.degrees latitude (g = 980.6199 gals.).
 HX0103
 HX0103.The modeled gravity was interpolated from observed gravity values.
 HX0103
 HX0103;                    North         East    Units  Estimated Accuracy
 HX0103;SPC WV S     -   211,900.      670,280.      MT  (+/- 180 meters Scaled)
 HX0103
 HX0103                          SUPERSEDED SURVEY CONTROL
 HX0103
 HX0103  NGVD 29 (??/??/92)  494.765  (m)         1623.24   (f) ADJ UNCH    2 0
 HX0103
 HX0103.Superseded values are not recommended for survey control.
 HX0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0103.See file dsdata.txt to determine how the superseded data were derived.
 HX0103
 HX0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND702067(NAD 83)
 HX0103_MARKER: DB = BENCH MARK DISK
 HX0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0103_SP_SET: ABUTMENT
 HX0103_STAMPING: U 282 1962
 HX0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0103
 HX0103  HISTORY     - Date     Condition        Report By
 HX0103  HISTORY     - 1962     MONUMENTED       CGS
 HX0103
 HX0103                          STATION DESCRIPTION
 HX0103
 HX0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0103'0.8 MI SW FROM TALLMANSVILLE.
 HX0103'ABOUT 0.8 MILE SOUTHWEST ALONG AN ABANDONED RAILROAD FROM THE
 HX0103'POST OFFICE AT TALLMANSVILLE, SET ON TOP OF THE SOUTHEAST END
 HX0103'OF THE NORTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER A SMALL
 HX0103'STREAM, 8 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND
 HX0103'ABOUT LEVEL WITH THE OLD ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1413 ***********************************************************************
 GX1413  DESIGNATION -  U 283
 GX1413  PID         -  GX1413
 GX1413  STATE/COUNTY-  WV/MERCER
 GX1413  USGS QUAD   -  BLUEFIELD (1979)
 GX1413
 GX1413                         *CURRENT SURVEY CONTROL
 GX1413  ___________________________________________________________________
 GX1413* NAD 83(1986)-  37 17 12.     (N)    081 09 49.     (W)     SCALED    
 GX1413* NAVD 88     -       704.657  (meters)    2311.86   (feet)  ADJUSTED  
 GX1413  ___________________________________________________________________
 GX1413  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GX1413  DYNAMIC HT  -         704.028 (meters)    2309.80  (feet)  COMP
 GX1413  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 GX1413
 GX1413  VERT ORDER  -  FIRST     CLASS II
 GX1413
 GX1413.The horizontal coordinates were scaled from a topographic map and have
 GX1413.an estimated accuracy of +/- 6 seconds.
 GX1413
 GX1413.The orthometric height was determined by differential leveling
 GX1413.and adjusted by the National Geodetic Survey in June 1991..
 GX1413
 GX1413.The geoid height was determined by GEOID03.
 GX1413
 GX1413.The dynamic height is computed by dividing the NAVD 88
 GX1413.geopotential number by the normal gravity value computed on the
 GX1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1413.degrees latitude (g = 980.6199 gals.).
 GX1413
 GX1413.The modeled gravity was interpolated from observed gravity values.
 GX1413
 GX1413;                    North         East    Units  Estimated Accuracy
 GX1413;SPC WV S     -    31,830.      585,490.      MT  (+/- 180 meters Scaled)
 GX1413
 GX1413                          SUPERSEDED SURVEY CONTROL
 GX1413
 GX1413  NGVD 29 (??/??/92)  704.761  (m)         2312.20   (f) ADJ UNCH    1 2
 GX1413
 GX1413.Superseded values are not recommended for survey control.
 GX1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1413.See file dsdata.txt to determine how the superseded data were derived.
 GX1413
 GX1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB854266(NAD 83)
 GX1413_MARKER: DB = BENCH MARK DISK
 GX1413_SETTING: 66 = SET IN ROCK OUTCROP
 GX1413_SP_SET: ROCK CUT
 GX1413_STAMPING: U 283 1965
 GX1413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1413+STABILITY: POSITION/ELEVATION WELL
 GX1413
 GX1413  HISTORY     - Date     Condition        Report By
 GX1413  HISTORY     - 1965     MONUMENTED       CGS
 GX1413  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1413
 GX1413                          STATION DESCRIPTION
 GX1413
 GX1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX1413'3.4 MI E FROM BLUEFIELD.
 GX1413'ABOUT 3.4 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1413'THE STATION AT BLUEFIELD, ABOUT 0.3 MILE EAST OF MILEPOST N-360,
 GX1413'9 RAILS EAST OF THE EAST END OF THE U.S. HIGHWAY 460 OVERPASS,
 GX1413'SET IN THE TOP OF A ROCK THAT IS ABOUT 20 FEET LONG, 4 FEET
 GX1413'HIGH AND IS PART OF A ROCK CUT THAT IS ABOUT 100 YARDS LONG
 GX1413'AND 25 FEET HIGH, 7.3 FEET SOUTH OF THE SOUTH RAIL OF THE
 GX1413'EASTBOUND TRACK, ABOUT 42 FEET EAST OF THE WEST END OF THE ROCK
 GX1413'PORTION OF THE CUT AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 GX1413
 GX1413                          STATION RECOVERY (1984)
 GX1413
 GX1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1413'NOT RECOVERED, THE ROCK CUT MAY HAVE BEEN CUT BACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2152 ***********************************************************************
 HW2152  DESIGNATION -  U 3
 HW2152  PID         -  HW2152
 HW2152  STATE/COUNTY-  WV/POCAHONTAS
 HW2152  USGS QUAD   -  CASS (1995)
 HW2152
 HW2152                         *CURRENT SURVEY CONTROL
 HW2152  ___________________________________________________________________
 HW2152* NAD 83(1986)-  38 23 50.     (N)    079 54 50.     (W)     SCALED    
 HW2152* NAVD 88     -       745.416  (meters)    2445.59   (feet)  ADJUSTED  
 HW2152  ___________________________________________________________________
 HW2152  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HW2152  DYNAMIC HT  -         744.820 (meters)    2443.63  (feet)  COMP
 HW2152  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 HW2152
 HW2152  VERT ORDER  -  FIRST     CLASS II
 HW2152
 HW2152.The horizontal coordinates were scaled from a topographic map and have
 HW2152.an estimated accuracy of +/- 6 seconds.
 HW2152
 HW2152.The orthometric height was determined by differential leveling
 HW2152.and adjusted by the National Geodetic Survey in June 1991..
 HW2152
 HW2152.The geoid height was determined by GEOID03.
 HW2152
 HW2152.The dynamic height is computed by dividing the NAVD 88
 HW2152.geopotential number by the normal gravity value computed on the
 HW2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2152.degrees latitude (g = 980.6199 gals.).
 HW2152
 HW2152.The modeled gravity was interpolated from observed gravity values.
 HW2152
 HW2152;                    North         East    Units  Estimated Accuracy
 HW2152;SPC WV S     -   155,630.      694,870.      MT  (+/- 180 meters Scaled)
 HW2152
 HW2152                          SUPERSEDED SURVEY CONTROL
 HW2152
 HW2152  NGVD 29 (??/??/92)  745.492  (m)         2445.84   (f) ADJ UNCH    1 2
 HW2152
 HW2152.Superseded values are not recommended for survey control.
 HW2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2152.See file dsdata.txt to determine how the superseded data were derived.
 HW2152
 HW2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC948504(NAD 83)
 HW2152_MARKER: DB = BENCH MARK DISK
 HW2152_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HW2152_SP_SET: FOUNDATION
 HW2152_STAMPING: U 3 1933
 HW2152_MARK LOGO: CGS   
 HW2152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2152+STABILITY: POSITION/ELEVATION WELL
 HW2152
 HW2152  HISTORY     - Date     Condition        Report By
 HW2152  HISTORY     - 1933     MONUMENTED       CGS
 HW2152  HISTORY     - 1962     GOOD             NGS
 HW2152  HISTORY     - 19700826 GOOD             USAF
 HW2152
 HW2152                          STATION DESCRIPTION
 HW2152
 HW2152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW2152'AT CASS.
 HW2152'AT CASS, 72 FEET NORTH OF NORTHWEST CORNER OF THE CHESAPEAKE AND
 HW2152'OHIO RAILWAY STATION, SET VERTICALLY IN SOUTHEAST FACE OF
 HW2152'CONCRETE FOUNDATION FOR A COAL HOPPER, 2 FEET SOUTHWEST OF
 HW2152'NORTHEAST CORNER OF FOUNDATION, 85 FEET NORTHWEST OF NORTHWEST
 HW2152'RAIL, ABOUT 5 FEET ABOVE GROUND, AND ABOUT 3 FEET ABOVE LEVEL OF
 HW2152'TRACK.
 HW2152
 HW2152                          STATION RECOVERY (1970)
 HW2152
 HW2152'RECOVERY NOTE BY US AIR FORCE 1970
 HW2152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0880 ***********************************************************************
 JW0880  DESIGNATION -  U 31
 JW0880  PID         -  JW0880
 JW0880  STATE/COUNTY-  WV/RANDOLPH
 JW0880  USGS QUAD   -  MONTROSE (1995)
 JW0880
 JW0880                         *CURRENT SURVEY CONTROL
 JW0880  ___________________________________________________________________
 JW0880* NAD 83(1986)-  39 03 17.     (N)    079 49 04.     (W)     SCALED    
 JW0880* NAVD 88     -       603.266  (meters)    1979.22   (feet)  ADJUSTED  
 JW0880  ___________________________________________________________________
 JW0880  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 JW0880  DYNAMIC HT  -         602.846 (meters)    1977.84  (feet)  COMP
 JW0880  MODELED GRAV-     979,910.8   (mgal)                       NAVD 88
 JW0880
 JW0880  VERT ORDER  -  SECOND    CLASS 0
 JW0880
 JW0880.The horizontal coordinates were scaled from a topographic map and have
 JW0880.an estimated accuracy of +/- 6 seconds.
 JW0880
 JW0880.The orthometric height was determined by differential leveling
 JW0880.and adjusted by the National Geodetic Survey in June 1991..
 JW0880
 JW0880.The geoid height was determined by GEOID03.
 JW0880
 JW0880.The dynamic height is computed by dividing the NAVD 88
 JW0880.geopotential number by the normal gravity value computed on the
 JW0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0880.degrees latitude (g = 980.6199 gals.).
 JW0880
 JW0880.The modeled gravity was interpolated from observed gravity values.
 JW0880
 JW0880;                    North         East    Units  Estimated Accuracy
 JW0880;SPC WV S     -   228,720.      702,330.      MT  (+/- 180 meters Scaled)
 JW0880
 JW0880                          SUPERSEDED SURVEY CONTROL
 JW0880
 JW0880  NGVD 29 (??/??/92)  603.426  (m)         1979.74   (f) ADJ UNCH    2 0
 JW0880
 JW0880.Superseded values are not recommended for survey control.
 JW0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0880.See file dsdata.txt to determine how the superseded data were derived.
 JW0880
 JW0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD022235(NAD 83)
 JW0880_MARKER: DB = BENCH MARK DISK
 JW0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0880_STAMPING: U 31 1935
 JW0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0880+STABILITY: SURFACE MOTION
 JW0880
 JW0880  HISTORY     - Date     Condition        Report By
 JW0880  HISTORY     - 1935     MONUMENTED       CGS
 JW0880
 JW0880                          STATION DESCRIPTION
 JW0880
 JW0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0880'1.2 MI S FROM MONTROSE.
 JW0880'1.2 MILES SOUTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JW0880'STATION AT MONTROSE, RANDOLPH COUNTY, 15 POLES NORTHEAST OF
 JW0880'MILEPOST C 102, 184 FEET SOUTHEAST OF A STEEL BRIDGE, 90 FEET
 JW0880'WEST OF A TWO STORY FRAME FARMHOUSE, 30 FEET EAST OF THE CENTERLINE
 JW0880'OF A NORTH AND SOUTH ROAD, 30 FEET SOUTHEAST OF THE CENTERLINE
 JW0880'OF THE TRACK, 8 FEET SOUTHWEST OF A FENCE CORNER, AND 3 FEET
 JW0880'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 31 1935 AND
 JW0880'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2973 ***********************************************************************
 KY2973  DESIGNATION -  U 312
 KY2973  PID         -  KY2973
 KY2973  STATE/COUNTY-  WV/BROOKE
 KY2973  USGS QUAD   -  TILTONSVILLE (1985)
 KY2973
 KY2973                         *CURRENT SURVEY CONTROL
 KY2973  ___________________________________________________________________
 KY2973* NAD 83(1986)-  40 11 00.     (N)    080 40 35.     (W)     SCALED    
 KY2973* NAVD 88     -       203.923  (meters)     669.04   (feet)  ADJUSTED  
 KY2973  ___________________________________________________________________
 KY2973  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY2973  DYNAMIC HT  -         203.815 (meters)     668.68  (feet)  COMP
 KY2973  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 KY2973
 KY2973  VERT ORDER  -  FIRST     CLASS II
 KY2973
 KY2973.The horizontal coordinates were scaled from a topographic map and have
 KY2973.an estimated accuracy of +/- 6 seconds.
 KY2973
 KY2973.The orthometric height was determined by differential leveling
 KY2973.and adjusted by the National Geodetic Survey in June 1991..
 KY2973
 KY2973.The geoid height was determined by GEOID03.
 KY2973
 KY2973.The dynamic height is computed by dividing the NAVD 88
 KY2973.geopotential number by the normal gravity value computed on the
 KY2973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2973.degrees latitude (g = 980.6199 gals.).
 KY2973
 KY2973.The modeled gravity was interpolated from observed gravity values.
 KY2973
 KY2973;                    North         East    Units  Estimated Accuracy
 KY2973;SPC WV N     -   187,540.      499,820.      MT  (+/- 180 meters Scaled)
 KY2973
 KY2973                          SUPERSEDED SURVEY CONTROL
 KY2973
 KY2973.No superseded survey control is available for this station.
 KY2973
 KY2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE275481(NAD 83)
 KY2973_MARKER: DB = BENCH MARK DISK
 KY2973_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY2973_SP_SET: BRIDGE ABUTMENT
 KY2973_STAMPING: U 312 1983
 KY2973_MARK LOGO: NGS   
 KY2973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2973
 KY2973  HISTORY     - Date     Condition        Report By
 KY2973  HISTORY     - 1983     MONUMENTED       NGS
 KY2973
 KY2973                          STATION DESCRIPTION
 KY2973
 KY2973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2973'8.4 KM (5.2 MI) NORTH FROM WHEELING.
 KY2973'8.4 KM (5.2 MI) NORTH ALONG STATE HIGHWAY 2 (WARWOOD AVENUE) FROM THE
 KY2973'WARWOOD STATION POST OFFICE IN WHEELING TO THE MARK ON THE RIGHT, IN
 KY2973'TOP OF THE NORTHEAST ABUTMENT OF THE HIGHWAY BRIDGE OVER SHORT CREEK,
 KY2973'13.50 METERS (44.3 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 KY2973'HIGHWAY.
 KY2973'THE MARK IS 0.36 METERS  W FROM A WITNESS POST.
 KY2973'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1742 ***********************************************************************
 JX1742  DESIGNATION -  U 314
 JX1742  PID         -  JX1742
 JX1742  STATE/COUNTY-  WV/RITCHIE
 JX1742  USGS QUAD   -  CAIRO (1986)
 JX1742
 JX1742                         *CURRENT SURVEY CONTROL
 JX1742  ___________________________________________________________________
 JX1742* NAD 83(1986)-  39 14 18.     (N)    081 13 29.     (W)     SCALED    
 JX1742* NAVD 88     -       228.992  (meters)     751.28   (feet)  ADJUSTED  
 JX1742  ___________________________________________________________________
 JX1742  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JX1742  DYNAMIC HT  -         228.851 (meters)     750.82  (feet)  COMP
 JX1742  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 JX1742
 JX1742  VERT ORDER  -  FIRST     CLASS II
 JX1742
 JX1742.The horizontal coordinates were scaled from a topographic map and have
 JX1742.an estimated accuracy of +/- 6 seconds.
 JX1742
 JX1742.The orthometric height was determined by differential leveling
 JX1742.and adjusted by the National Geodetic Survey in June 1991..
 JX1742
 JX1742.The geoid height was determined by GEOID03.
 JX1742
 JX1742.The dynamic height is computed by dividing the NAVD 88
 JX1742.geopotential number by the normal gravity value computed on the
 JX1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1742.degrees latitude (g = 980.6199 gals.).
 JX1742
 JX1742.The modeled gravity was interpolated from observed gravity values.
 JX1742
 JX1742;                    North         East    Units  Estimated Accuracy
 JX1742;SPC WV N     -    83,400.      451,110.      MT  (+/- 180 meters Scaled)
 JX1742
 JX1742                          SUPERSEDED SURVEY CONTROL
 JX1742
 JX1742.No superseded survey control is available for this station.
 JX1742
 JX1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD806432(NAD 83)
 JX1742_MARKER: DB = BENCH MARK DISK
 JX1742_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1742_SP_SET: ABUTMENT
 JX1742_STAMPING: U 314 1983
 JX1742_MARK LOGO: NGS   
 JX1742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1742+STABILITY: POSITION/ELEVATION WELL
 JX1742
 JX1742  HISTORY     - Date     Condition        Report By
 JX1742  HISTORY     - 1983     MONUMENTED       NGS
 JX1742
 JX1742                          STATION DESCRIPTION
 JX1742
 JX1742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1742'16.1 KM (10.0 MI) WEST FROM ELLENBORO.
 JX1742'16.1 KM (10.0 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1742'STATE HIGHWAY 16 IN ELLENBORO TO THE MARK ON THE LEFT, IN THE
 JX1742'SOUTHWEST ABUTMENT OF THE BRIDGE OVER GOOSE CREEK (ON THE EASTBOUND
 JX1742'LANE), 9.9 METERS (32.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 JX1742'LANE OF THE HIGHWAY.
 JX1742'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1807 ***********************************************************************
 JX1807  DESIGNATION -  U 315
 JX1807  PID         -  JX1807
 JX1807  STATE/COUNTY-  WV/MONONGALIA
 JX1807  USGS QUAD   -  RIVESVILLE (1976)
 JX1807
 JX1807                         *CURRENT SURVEY CONTROL
 JX1807  ___________________________________________________________________
 JX1807* NAD 83(1986)-  39 31 17.     (N)    080 01 22.     (W)     SCALED    
 JX1807* NAVD 88     -       390.181  (meters)    1280.12   (feet)  ADJUSTED  
 JX1807  ___________________________________________________________________
 JX1807  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JX1807  DYNAMIC HT  -         389.940 (meters)    1279.33  (feet)  COMP
 JX1807  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JX1807
 JX1807  VERT ORDER  -  FIRST     CLASS II
 JX1807
 JX1807.The horizontal coordinates were scaled from a topographic map and have
 JX1807.an estimated accuracy of +/- 6 seconds.
 JX1807
 JX1807.The orthometric height was determined by differential leveling
 JX1807.and adjusted by the National Geodetic Survey in June 1991..
 JX1807
 JX1807.The geoid height was determined by GEOID03.
 JX1807
 JX1807.The dynamic height is computed by dividing the NAVD 88
 JX1807.geopotential number by the normal gravity value computed on the
 JX1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1807.degrees latitude (g = 980.6199 gals.).
 JX1807
 JX1807.The modeled gravity was interpolated from observed gravity values.
 JX1807
 JX1807;                    North         East    Units  Estimated Accuracy
 JX1807;SPC WV N     -   113,520.      555,050.      MT  (+/- 180 meters Scaled)
 JX1807
 JX1807                          SUPERSEDED SURVEY CONTROL
 JX1807
 JX1807.No superseded survey control is available for this station.
 JX1807
 JX1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND839750(NAD 83)
 JX1807_MARKER: DB = BENCH MARK DISK
 JX1807_SETTING: 66 = SET IN ROCK OUTCROP
 JX1807_SP_SET: ROCK OUTCROP
 JX1807_STAMPING: U 315 1983
 JX1807_MARK LOGO: NGS   
 JX1807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1807+STABILITY: POSITION/ELEVATION WELL
 JX1807
 JX1807  HISTORY     - Date     Condition        Report By
 JX1807  HISTORY     - 1983     MONUMENTED       NGS
 JX1807
 JX1807                          STATION DESCRIPTION
 JX1807
 JX1807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1807'11.0 KM (6.85 MI) NE FROM FAIRMONT.
 JX1807'11.0 KM (6.85 MI) NORTHEAST ALONG INTERSTATE 79 FROM THE NORTHEAST END
 JX1807'OF THE INTERSTATE BRIDGE OVER STATE HIGHWAY 310 IN FAIRMONT TO THE
 JX1807'MARK ON THE RIGHT, IN TOP OF THE BASE OF A ROCK CUT, 12.03 METERS
 JX1807'(39.5 FT) SOUTH OF THE CENTERLINE OF THE NORTHEASTBOUND LANE OF THE
 JX1807'INTERSTATE, 42.67 METERS (140.0 FT) SOUTHEAST AND ACROSS THE HIGHWAY
 JX1807'FROM THE CENTER OF THE JUNCTION OF AN EMERGENCY U-TURN BETWEEN THE
 JX1807'HIGHWAYS.
 JX1807'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 JX1807'THE MARK IS 0.45 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1698 ***********************************************************************
 JX1698  DESIGNATION -  U 316
 JX1698  PID         -  JX1698
 JX1698  STATE/COUNTY-  WV/TYLER
 JX1698  USGS QUAD   -  PADEN CITY (1994)
 JX1698
 JX1698                         *CURRENT SURVEY CONTROL
 JX1698  ___________________________________________________________________
 JX1698* NAD 83(1986)-  39 34 40.     (N)    080 58 43.     (W)     SCALED    
 JX1698* NAVD 88     -       211.760  (meters)     694.75   (feet)  ADJUSTED  
 JX1698  ___________________________________________________________________
 JX1698  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JX1698  DYNAMIC HT  -         211.636 (meters)     694.34  (feet)  COMP
 JX1698  MODELED GRAV-     980,035.2   (mgal)                       NAVD 88
 JX1698
 JX1698  VERT ORDER  -  FIRST     CLASS II
 JX1698
 JX1698.The horizontal coordinates were scaled from a topographic map and have
 JX1698.an estimated accuracy of +/- 6 seconds.
 JX1698
 JX1698.The orthometric height was determined by differential leveling
 JX1698.and adjusted by the National Geodetic Survey in June 1991..
 JX1698
 JX1698.The geoid height was determined by GEOID03.
 JX1698
 JX1698.The dynamic height is computed by dividing the NAVD 88
 JX1698.geopotential number by the normal gravity value computed on the
 JX1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1698.degrees latitude (g = 980.6199 gals.).
 JX1698
 JX1698.The modeled gravity was interpolated from observed gravity values.
 JX1698
 JX1698;                    North         East    Units  Estimated Accuracy
 JX1698;SPC WV N     -   120,700.      472,980.      MT  (+/- 180 meters Scaled)
 JX1698
 JX1698                          SUPERSEDED SURVEY CONTROL
 JX1698
 JX1698.No superseded survey control is available for this station.
 JX1698
 JX1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND018808(NAD 83)
 JX1698_MARKER: DB = BENCH MARK DISK
 JX1698_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1698_SP_SET: HEADWALL
 JX1698_STAMPING: U 316 1983
 JX1698_MARK LOGO: NGS   
 JX1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1698+STABILITY: SURFACE MOTION
 JX1698
 JX1698  HISTORY     - Date     Condition        Report By
 JX1698  HISTORY     - 1983     MONUMENTED       NGS
 JX1698
 JX1698                          STATION DESCRIPTION
 JX1698
 JX1698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1698'2.0 KM (1.25 MI) NE FROM SISTERSVILLE.
 JX1698'2.0 KM (1.25 MI) NORTHEAST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 JX1698'IN SISTERSVILLE TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTHWEST END
 JX1698'OF A CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 5.27 METERS
 JX1698'(17.3 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.58 METERS
 JX1698'(5.2 FT) SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 JX1698'THE MARK IS 0.25 METERS  NW FROM A WITNESS POST.
 JX1698'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1120 ***********************************************************************
 JW1120  DESIGNATION -  U 317
 JW1120  PID         -  JW1120
 JW1120  STATE/COUNTY-  WV/PRESTON
 JW1120  USGS QUAD   -  ROWLESBURG (1995)
 JW1120
 JW1120                         *CURRENT SURVEY CONTROL
 JW1120  ___________________________________________________________________
 JW1120* NAD 83(1986)-  39 22 26.     (N)    079 42 19.     (W)     SCALED    
 JW1120* NAVD 88     -       417.583  (meters)    1370.02   (feet)  ADJUSTED  
 JW1120  ___________________________________________________________________
 JW1120  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JW1120  DYNAMIC HT  -         417.314 (meters)    1369.14  (feet)  COMP
 JW1120  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 JW1120
 JW1120  VERT ORDER  -  FIRST     CLASS II
 JW1120
 JW1120.The horizontal coordinates were scaled from a topographic map and have
 JW1120.an estimated accuracy of +/- 6 seconds.
 JW1120
 JW1120.The orthometric height was determined by differential leveling
 JW1120.and adjusted by the National Geodetic Survey in June 1991..
 JW1120
 JW1120.The geoid height was determined by GEOID03.
 JW1120
 JW1120.The dynamic height is computed by dividing the NAVD 88
 JW1120.geopotential number by the normal gravity value computed on the
 JW1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1120.degrees latitude (g = 980.6199 gals.).
 JW1120
 JW1120.The modeled gravity was interpolated from observed gravity values.
 JW1120
 JW1120;                    North         East    Units  Estimated Accuracy
 JW1120;SPC WV N     -    97,040.      582,310.      MT  (+/- 180 meters Scaled)
 JW1120
 JW1120                          SUPERSEDED SURVEY CONTROL
 JW1120
 JW1120.No superseded survey control is available for this station.
 JW1120
 JW1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD115590(NAD 83)
 JW1120_MARKER: DB = BENCH MARK DISK
 JW1120_SETTING: 66 = SET IN ROCK OUTCROP
 JW1120_SP_SET: ROCK OUTCROP
 JW1120_STAMPING: U 317 1983
 JW1120_MARK LOGO: NGS   
 JW1120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1120+STABILITY: POSITION/ELEVATION WELL
 JW1120
 JW1120  HISTORY     - Date     Condition        Report By
 JW1120  HISTORY     - 1983     MONUMENTED       NGS
 JW1120
 JW1120                          STATION DESCRIPTION
 JW1120
 JW1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1120'4.7 KM (2.95 MI) NORTH FROM ROWLESBURG.
 JW1120'4.7 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1120'ELEMENTARY SCHOOL IN ROWLESBURG TO THE MARK ON THE LEFT, IN TOP OF THE
 JW1120'BASE OF THE NORTHWEST SIDE OF THE NORTHWEST ENTRANCE TUNNEL OF A COAL
 JW1120'MINE, 49.37 METERS (162.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 JW1120'HIGHWAY, 4.90 METERS (16.0 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE
 JW1120'ROAD OF THE NORTHWEST ENTRANCE TO THE MINE.
 JW1120'THE MARK IS 0.48 METERS  SW FROM A WITNESS POST.
 JW1120'THE MARK IS 0.91 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1766 ***********************************************************************
 JX1766  DESIGNATION -  U 319
 JX1766  PID         -  JX1766
 JX1766  STATE/COUNTY-  WV/HARRISON
 JX1766  USGS QUAD   -  WOLF SUMMIT (1976)
 JX1766
 JX1766                         *CURRENT SURVEY CONTROL
 JX1766  ___________________________________________________________________
 JX1766* NAD 83(1986)-  39 16 56.     (N)    080 26 50.     (W)     SCALED    
 JX1766* NAVD 88     -       366.245  (meters)    1201.59   (feet)  ADJUSTED  
 JX1766  ___________________________________________________________________
 JX1766  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JX1766  DYNAMIC HT  -         366.014 (meters)    1200.83  (feet)  COMP
 JX1766  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 JX1766
 JX1766  VERT ORDER  -  FIRST     CLASS II
 JX1766
 JX1766.The horizontal coordinates were scaled from a topographic map and have
 JX1766.an estimated accuracy of +/- 6 seconds.
 JX1766
 JX1766.The orthometric height was determined by differential leveling
 JX1766.and adjusted by the National Geodetic Survey in June 1991..
 JX1766
 JX1766.The geoid height was determined by GEOID03.
 JX1766
 JX1766.The dynamic height is computed by dividing the NAVD 88
 JX1766.geopotential number by the normal gravity value computed on the
 JX1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1766.degrees latitude (g = 980.6199 gals.).
 JX1766
 JX1766.The modeled gravity was interpolated from observed gravity values.
 JX1766
 JX1766;                    North         East    Units  Estimated Accuracy
 JX1766;SPC WV N     -    87,270.      518,280.      MT  (+/- 180 meters Scaled)
 JX1766
 JX1766                          SUPERSEDED SURVEY CONTROL
 JX1766
 JX1766.No superseded survey control is available for this station.
 JX1766
 JX1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND476482(NAD 83)
 JX1766_MARKER: DB = BENCH MARK DISK
 JX1766_SETTING: 66 = SET IN ROCK OUTCROP
 JX1766_SP_SET: ROCK OUTCROP
 JX1766_STAMPING: U 319 1983
 JX1766_MARK LOGO: NGS   
 JX1766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1766+STABILITY: POSITION/ELEVATION WELL
 JX1766
 JX1766  HISTORY     - Date     Condition        Report By
 JX1766  HISTORY     - 1983     MONUMENTED       NGS
 JX1766
 JX1766                          STATION DESCRIPTION
 JX1766
 JX1766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1766'11.3 KM (7.0 MI) EAST FROM SALEM.
 JX1766'11.3 KM (7.0 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1766'HIGHWAY 23 AT THE NORTH EDGE OF SALEM TO THE MARK ON THE RIGHT, AT A
 JX1766'POWER LINE CROSSING, 14.3 METERS (47.0 FT) SOUTHWEST OF THE CENTERLINE
 JX1766'OF THE EASTBOUND LANE OF THE HIGHWAY.
 JX1766'THE MARK IS 1.9 METERS  W FROM A WITNESS POST.
 JX1766'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0809 ***********************************************************************
 JW0809  DESIGNATION -  U 32
 JW0809  PID         -  JW0809
 JW0809  STATE/COUNTY-  WV/PRESTON
 JW0809  USGS QUAD   -  NEWBURG (1976)
 JW0809
 JW0809                         *CURRENT SURVEY CONTROL
 JW0809  ___________________________________________________________________
 JW0809* NAD 83(1986)-  39 23 11.     (N)    079 47 23.     (W)     SCALED    
 JW0809* NAVD 88     -       504.289  (meters)    1654.49   (feet)  POSTED    
 JW0809  ___________________________________________________________________
 JW0809  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JW0809  DYNAMIC HT  -         503.970 (meters)    1653.44  (feet)  COMP
 JW0809  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 JW0809
 JW0809  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JW0809
 JW0809.The horizontal coordinates were scaled from a topographic map and have
 JW0809.an estimated accuracy of +/- 6 seconds.
 JW0809
 JW0809.The orthometric height was determined by differential leveling
 JW0809.and adjusted by the National Geodetic Survey in 1992..
 JW0809.No vertical observational check was made to the station.
 JW0809.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JW0809.was located on a no-check spur therefore a value was not computed.
 JW0809
 JW0809.The geoid height was determined by GEOID03.
 JW0809
 JW0809.The dynamic height is computed by dividing the NAVD 88
 JW0809.geopotential number by the normal gravity value computed on the
 JW0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0809.degrees latitude (g = 980.6199 gals.).
 JW0809
 JW0809.The modeled gravity was interpolated from observed gravity values.
 JW0809
 JW0809;                    North         East    Units  Estimated Accuracy
 JW0809;SPC WV N     -    98,440.      575,040.      MT  (+/- 180 meters Scaled)
 JW0809
 JW0809                          SUPERSEDED SURVEY CONTROL
 JW0809
 JW0809  NGVD 29 (??/??/92)  504.481  (m)         1655.12   (f) ADJ UNCH    1 2
 JW0809
 JW0809.Superseded values are not recommended for survey control.
 JW0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0809.See file dsdata.txt to determine how the superseded data were derived.
 JW0809
 JW0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD042603(NAD 83)
 JW0809_MARKER: DB = BENCH MARK DISK
 JW0809_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0809_SP_SET: RETAINING WALL
 JW0809_STAMPING: U 32 1935
 JW0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0809
 JW0809  HISTORY     - Date     Condition        Report By
 JW0809  HISTORY     - 1935     MONUMENTED       CGS
 JW0809  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0809
 JW0809                          STATION DESCRIPTION
 JW0809
 JW0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0809'1.9 MI E FROM HIORRA.
 JW0809'1.9 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD STATION AT
 JW0809'HIORRA, PRESTON COUNTY, 0.4 MILE EAST OF AN OVERHEAD SIGNAL TOWER,
 JW0809'630 FEET NORTHEAST OF A CURVE, 41 FEET NORTHEAST OF POLE 263+45,
 JW0809'IN THE TOP OF A CONCRETE RETAINING WALL, 8 FEET SOUTH OF THE
 JW0809'CENTERLINE OF THE SOUTH TRACK, AND 3 FEET HIGHER THAN THE TRACK.
 JW0809'A STANDARD DISK, STAMPED U 32 1935.
 JW0809
 JW0809                          STATION RECOVERY (1983)
 JW0809
 JW0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4095 ***********************************************************************
 JV4095  DESIGNATION -  U 320
 JV4095  PID         -  JV4095
 JV4095  STATE/COUNTY-  WV/JEFFERSON
 JV4095  USGS QUAD   -  MIDDLEWAY (1978)
 JV4095
 JV4095                         *CURRENT SURVEY CONTROL
 JV4095  ___________________________________________________________________
 JV4095* NAD 83(1986)-  39 16 50.     (N)    077 53 50.     (W)     SCALED    
 JV4095* NAVD 88     -       169.691  (meters)     556.73   (feet)  ADJUSTED  
 JV4095  ___________________________________________________________________
 JV4095  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JV4095  DYNAMIC HT  -         169.587 (meters)     556.39  (feet)  COMP
 JV4095  MODELED GRAV-     980,014.9   (mgal)                       NAVD 88
 JV4095
 JV4095  VERT ORDER  -  FIRST     CLASS II
 JV4095
 JV4095.The horizontal coordinates were scaled from a topographic map and have
 JV4095.an estimated accuracy of +/- 6 seconds.
 JV4095
 JV4095.The orthometric height was determined by differential leveling
 JV4095.and adjusted by the National Geodetic Survey in June 1991..
 JV4095
 JV4095.The geoid height was determined by GEOID03.
 JV4095
 JV4095.The dynamic height is computed by dividing the NAVD 88
 JV4095.geopotential number by the normal gravity value computed on the
 JV4095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4095.degrees latitude (g = 980.6199 gals.).
 JV4095
 JV4095.The modeled gravity was interpolated from observed gravity values.
 JV4095
 JV4095;                    North         East    Units  Estimated Accuracy
 JV4095;SPC WV N     -    87,890.      738,280.      MT  (+/- 180 meters Scaled)
 JV4095
 JV4095                          SUPERSEDED SURVEY CONTROL
 JV4095
 JV4095.No superseded survey control is available for this station.
 JV4095
 JV4095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ500519(NAD 83)
 JV4095_MARKER: DB = BENCH MARK DISK
 JV4095_SETTING: 66 = SET IN ROCK OUTCROP
 JV4095_SP_SET: ROCK OUTCROP
 JV4095_STAMPING: U 320 1983
 JV4095_MARK LOGO: NGS   
 JV4095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4095+STABILITY: POSITION/ELEVATION WELL
 JV4095
 JV4095  HISTORY     - Date     Condition        Report By
 JV4095  HISTORY     - 1983     MONUMENTED       NGS
 JV4095
 JV4095                          STATION DESCRIPTION
 JV4095
 JV4095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4095'2.7 KM (1.7 MI) SW FROM CHARLES TOWN.
 JV4095'2.7 KM (1.7 MI) SOUTHWEST ALONG COUNTY ROAD 13 FROM THE JUNCTION OF
 JV4095'STATE HIGHWAY 51 IN CHARLES TOWN TO THE MARK ON THE RIGHT, IN A ROCK
 JV4095'OUTCROP, 4.4 METERS (14.5 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD,
 JV4095'7.7 METERS (25.5 FT) SOUTHWEST OF A CABLE POLE, 6.2 METERS (20.5 FT)
 JV4095'SOUTHEAST OF THE CENTER OF A DRIVEWAY.
 JV4095'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 JV4095'THE MARK IS 0.45 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1096 ***********************************************************************
 JW1096  DESIGNATION -  U 322
 JW1096  PID         -  JW1096
 JW1096  STATE/COUNTY-  WV/BARBOUR
 JW1096  USGS QUAD   -  BELINGTON (1976)
 JW1096
 JW1096                         *CURRENT SURVEY CONTROL
 JW1096  ___________________________________________________________________
 JW1096* NAD 83(1986)-  39 02 12.     (N)    079 57 17.     (W)     SCALED    
 JW1096* NAVD 88     -       528.557  (meters)    1734.11   (feet)  ADJUSTED  
 JW1096  ___________________________________________________________________
 JW1096  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JW1096  DYNAMIC HT  -         528.193 (meters)    1732.91  (feet)  COMP
 JW1096  MODELED GRAV-     979,922.0   (mgal)                       NAVD 88
 JW1096
 JW1096  VERT ORDER  -  FIRST     CLASS II
 JW1096
 JW1096.The horizontal coordinates were scaled from a topographic map and have
 JW1096.an estimated accuracy of +/- 6 seconds.
 JW1096
 JW1096.The orthometric height was determined by differential leveling
 JW1096.and adjusted by the National Geodetic Survey in June 1991..
 JW1096
 JW1096.The geoid height was determined by GEOID03.
 JW1096
 JW1096.The dynamic height is computed by dividing the NAVD 88
 JW1096.geopotential number by the normal gravity value computed on the
 JW1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1096.degrees latitude (g = 980.6199 gals.).
 JW1096
 JW1096.The modeled gravity was interpolated from observed gravity values.
 JW1096
 JW1096;                    North         East    Units  Estimated Accuracy
 JW1096;SPC WV N     -    59,680.      560,630.      MT  (+/- 180 meters Scaled)
 JW1096
 JW1096                          SUPERSEDED SURVEY CONTROL
 JW1096
 JW1096.No superseded survey control is available for this station.
 JW1096
 JW1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND904213(NAD 83)
 JW1096_MARKER: DB = BENCH MARK DISK
 JW1096_SETTING: 66 = SET IN ROCK OUTCROP
 JW1096_SP_SET: ROCK OUTCROP
 JW1096_STAMPING: U 322 1983
 JW1096_MARK LOGO: NGS   
 JW1096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1096+STABILITY: POSITION/ELEVATION WELL
 JW1096
 JW1096  HISTORY     - Date     Condition        Report By
 JW1096  HISTORY     - 1983     MONUMENTED       NGS
 JW1096
 JW1096                          STATION DESCRIPTION
 JW1096
 JW1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1096'2.7 KM (1.65 MI) NORTH FROM BELINGTON.
 JW1096'2.7 KM (1.65 MI) NORTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JW1096'BELINGTON TO THE MARK ON THE RIGHT, SET IN TOP OF A LOWER LEDGE AT THE
 JW1096'BASE OF AND ABOUT CENTERED OF A ROCK CUT, 8.23 METERS (27.0 FT) EAST
 JW1096'OF THE CENTERLINE OF THE HIGHWAY, 41.76 METERS (137.0 FT) NORTHEAST OF
 JW1096'AND ACROSS THE HIGHWAY OF THE NORTHEAST CORNER OF THE
 JW1096'SHAWNEE-MOUNTAINEER RESTAURANT.
 JW1096'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 JW1096'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2808 ***********************************************************************
 HX2808  DESIGNATION -  U 323
 HX2808  PID         -  HX2808
 HX2808  STATE/COUNTY-  WV/GREENBRIER
 HX2808  USGS QUAD   -  DROOP (1995)
 HX2808
 HX2808                         *CURRENT SURVEY CONTROL
 HX2808  ___________________________________________________________________
 HX2808* NAD 83(1986)-  38 01 31.     (N)    080 20 33.     (W)     SCALED    
 HX2808* NAVD 88     -       701.609  (meters)    2301.86   (feet)  ADJUSTED  
 HX2808  ___________________________________________________________________
 HX2808  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 HX2808  DYNAMIC HT  -         701.033 (meters)    2299.97  (feet)  COMP
 HX2808  MODELED GRAV-     979,784.0   (mgal)                       NAVD 88
 HX2808
 HX2808  VERT ORDER  -  FIRST     CLASS II
 HX2808
 HX2808.The horizontal coordinates were scaled from a topographic map and have
 HX2808.an estimated accuracy of +/- 6 seconds.
 HX2808
 HX2808.The orthometric height was determined by differential leveling
 HX2808.and adjusted by the National Geodetic Survey in June 1991..
 HX2808
 HX2808.The geoid height was determined by GEOID03.
 HX2808
 HX2808.The dynamic height is computed by dividing the NAVD 88
 HX2808.geopotential number by the normal gravity value computed on the
 HX2808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2808.degrees latitude (g = 980.6199 gals.).
 HX2808
 HX2808.The modeled gravity was interpolated from observed gravity values.
 HX2808
 HX2808;                    North         East    Units  Estimated Accuracy
 HX2808;SPC WV S     -   114,000.      657,730.      MT  (+/- 180 meters Scaled)
 HX2808
 HX2808                          SUPERSEDED SURVEY CONTROL
 HX2808
 HX2808.No superseded survey control is available for this station.
 HX2808
 HX2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC577088(NAD 83)
 HX2808_MARKER: DB = BENCH MARK DISK
 HX2808_SETTING: 66 = SET IN ROCK OUTCROP
 HX2808_SP_SET: ROCK OUTCROP
 HX2808_STAMPING: U 323 1983
 HX2808_MARK LOGO: NGS   
 HX2808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2808+STABILITY: POSITION/ELEVATION WELL
 HX2808
 HX2808  HISTORY     - Date     Condition        Report By
 HX2808  HISTORY     - 1983     MONUMENTED       NGS
 HX2808
 HX2808                          STATION DESCRIPTION
 HX2808
 HX2808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2808'8.2 KM (5.1 MI) SOUTH FROM DROOP.
 HX2808'8.2 KM (5.1 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 HX2808'DROOP TO THE MARK ON THE RIGHT, ALSO 4.6 KM (2.85 MI) NORTH ALONG
 HX2808'U.S. HIGHWAY 219 FROM THE POST OFFICE IN RENICK, SET VERTICALLY IN
 HX2808'THE FACE OF A LARGE CUT ROCK, 6.10 METERS (20.0 FT) NORTHWEST OF THE
 HX2808'CENTERLINE OF THE HIGHWAY, 16.76 METERS (55.0 FT) NORTH AND ACROSS THE
 HX2808'HIGHWAY OF A DRIVE LEADING NORTHEAST INTO A PASTURE, 1.16 METERS
 HX2808'(3.8 FT) NORTHWEST OF THE CENTER OF THE NORTHWEST HEADWALL OF A
 HX2808'CULVERT UNDER THE HIGHWAY.
 HX2808'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2799 ***********************************************************************
 HX2799  DESIGNATION -  U 324
 HX2799  PID         -  HX2799
 HX2799  STATE/COUNTY-  WV/POCAHONTAS
 HX2799  USGS QUAD   -  HILLSBORO (1995)
 HX2799
 HX2799                         *CURRENT SURVEY CONTROL
 HX2799  ___________________________________________________________________
 HX2799* NAD 83(1986)-  38 09 54.     (N)    080 08 49.     (W)     SCALED    
 HX2799* NAVD 88     -       774.521  (meters)    2541.07   (feet)  ADJUSTED  
 HX2799  ___________________________________________________________________
 HX2799  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX2799  DYNAMIC HT  -         773.895 (meters)    2539.02  (feet)  COMP
 HX2799  MODELED GRAV-     979,795.4   (mgal)                       NAVD 88
 HX2799
 HX2799  VERT ORDER  -  FIRST     CLASS II
 HX2799
 HX2799.The horizontal coordinates were scaled from a topographic map and have
 HX2799.an estimated accuracy of +/- 6 seconds.
 HX2799
 HX2799.The orthometric height was determined by differential leveling
 HX2799.and adjusted by the National Geodetic Survey in June 1991..
 HX2799
 HX2799.The geoid height was determined by GEOID03.
 HX2799
 HX2799.The dynamic height is computed by dividing the NAVD 88
 HX2799.geopotential number by the normal gravity value computed on the
 HX2799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2799.degrees latitude (g = 980.6199 gals.).
 HX2799
 HX2799.The modeled gravity was interpolated from observed gravity values.
 HX2799
 HX2799;                    North         East    Units  Estimated Accuracy
 HX2799;SPC WV S     -   129,650.      674,750.      MT  (+/- 180 meters Scaled)
 HX2799
 HX2799                          SUPERSEDED SURVEY CONTROL
 HX2799
 HX2799.No superseded survey control is available for this station.
 HX2799
 HX2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC747244(NAD 83)
 HX2799_MARKER: DB = BENCH MARK DISK
 HX2799_SETTING: 66 = SET IN ROCK OUTCROP
 HX2799_SP_SET: ROCK OUTCROP
 HX2799_STAMPING: U 324 1983
 HX2799_MARK LOGO: NGS   
 HX2799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2799+STABILITY: POSITION/ELEVATION WELL
 HX2799
 HX2799  HISTORY     - Date     Condition        Report By
 HX2799  HISTORY     - 1983     MONUMENTED       NGS
 HX2799
 HX2799                          STATION DESCRIPTION
 HX2799
 HX2799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2799'10.2 KM (6.35 MI) SOUTH FROM MARLINTON.
 HX2799'10.2 KM (6.35 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 HX2799'STATE HIGHWAY 39 IN MARLINTON TO THE MARK ON THE LEFT, ALSO 7.2 KM
 HX2799'(4.5 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 HX2799'HILLSBORO, SET IN TOP OF A ROCK OUTCROP, 12.80 METERS (42.0 FT) SOUTH
 HX2799'OF THE CENTERLINE OF THE HIGHWAY, 15.18 METERS (49.8 FT) NORTHWEST OF
 HX2799'THE NORTHWEST CORNER OF THE COOK TOWN COMMUNITY CHURCH, 6.58 METERS
 HX2799'(21.6 FT) SOUTHEAST OF UTILITY POLE E0831.
 HX2799'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3198 ***********************************************************************
 GX3198  DESIGNATION -  U 325
 GX3198  PID         -  GX3198
 GX3198  STATE/COUNTY-  WV/GREENBRIER
 GX3198  USGS QUAD   -  ASBURY (1979)
 GX3198
 GX3198                         *CURRENT SURVEY CONTROL
 GX3198  ___________________________________________________________________
 GX3198* NAD 83(1986)-  37 45 08.     (N)    080 31 27.     (W)     SCALED    
 GX3198* NAVD 88     -       600.201  (meters)    1969.16   (feet)  ADJUSTED  
 GX3198  ___________________________________________________________________
 GX3198  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GX3198  DYNAMIC HT  -         599.710 (meters)    1967.55  (feet)  COMP
 GX3198  MODELED GRAV-     979,793.7   (mgal)                       NAVD 88
 GX3198
 GX3198  VERT ORDER  -  FIRST     CLASS II
 GX3198
 GX3198.The horizontal coordinates were scaled from a topographic map and have
 GX3198.an estimated accuracy of +/- 6 seconds.
 GX3198
 GX3198.The orthometric height was determined by differential leveling
 GX3198.and adjusted by the National Geodetic Survey in June 1991..
 GX3198
 GX3198.The geoid height was determined by GEOID03.
 GX3198
 GX3198.The dynamic height is computed by dividing the NAVD 88
 GX3198.geopotential number by the normal gravity value computed on the
 GX3198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3198.degrees latitude (g = 980.6199 gals.).
 GX3198
 GX3198.The modeled gravity was interpolated from observed gravity values.
 GX3198
 GX3198;                    North         East    Units  Estimated Accuracy
 GX3198;SPC WV S     -    83,600.      641,930.      MT  (+/- 180 meters Scaled)
 GX3198
 GX3198                          SUPERSEDED SURVEY CONTROL
 GX3198
 GX3198.No superseded survey control is available for this station.
 GX3198
 GX3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB419784(NAD 83)
 GX3198_MARKER: DB = BENCH MARK DISK
 GX3198_SETTING: 66 = SET IN ROCK OUTCROP
 GX3198_SP_SET: ROCK OUTCROP
 GX3198_STAMPING: U 325 1984
 GX3198_MARK LOGO: NGS   
 GX3198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3198+STABILITY: POSITION/ELEVATION WELL
 GX3198
 GX3198  HISTORY     - Date     Condition        Report By
 GX3198  HISTORY     - 1984     MONUMENTED       NGS
 GX3198
 GX3198                          STATION DESCRIPTION
 GX3198
 GX3198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3198'7.2 KM (4.5 MI) WEST FROM RONCEVERTE.
 GX3198'0.5 KM (0.3 MI) WEST ALONG U.S. HIGHWAY 219 FROM THE CITY HALL IN
 GX3198'RONCEVERTE, THENCE 6.8 KM (4.2 MI) WEST ALONG STATE HIGHWAY 63 TO THE
 GX3198'MARK ON THE LEFT, IN TOP OF A SMALL POINTED CUT ROCK, 5.33 METERS
 GX3198'(17.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.29 METERS
 GX3198'(63.3 FT) NORTHWEST OF A T-JUNCTION ROAD SIGN, 0.37 METERS (1.2 FT)
 GX3198'SOUTHWEST OF THE NORTHEAST POINTED END OF THE ROCK.
 GX3198'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4102 ***********************************************************************
 JV4102  DESIGNATION -  U 326
 JV4102  PID         -  JV4102
 JV4102  STATE/COUNTY-  WV/BERKELEY
 JV4102  USGS QUAD   -  HEDGESVILLE (1979)
 JV4102
 JV4102                         *CURRENT SURVEY CONTROL
 JV4102  ___________________________________________________________________
 JV4102* NAD 83(1986)-  39 33 12.     (N)    077 59 42.     (W)     SCALED    
 JV4102* NAVD 88     -       192.329  (meters)     631.00   (feet)  ADJUSTED  
 JV4102  ___________________________________________________________________
 JV4102  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JV4102  DYNAMIC HT  -         192.216 (meters)     630.63  (feet)  COMP
 JV4102  MODELED GRAV-     980,032.6   (mgal)                       NAVD 88
 JV4102
 JV4102  VERT ORDER  -  FIRST     CLASS II
 JV4102
 JV4102.The horizontal coordinates were scaled from a topographic map and have
 JV4102.an estimated accuracy of +/- 6 seconds.
 JV4102
 JV4102.The orthometric height was determined by differential leveling
 JV4102.and adjusted by the National Geodetic Survey in June 1991..
 JV4102
 JV4102.The geoid height was determined by GEOID03.
 JV4102
 JV4102.The dynamic height is computed by dividing the NAVD 88
 JV4102.geopotential number by the normal gravity value computed on the
 JV4102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4102.degrees latitude (g = 980.6199 gals.).
 JV4102
 JV4102.The modeled gravity was interpolated from observed gravity values.
 JV4102
 JV4102;                    North         East    Units  Estimated Accuracy
 JV4102;SPC WV N     -   118,020.      729,340.      MT  (+/- 180 meters Scaled)
 JV4102
 JV4102                          SUPERSEDED SURVEY CONTROL
 JV4102
 JV4102.No superseded survey control is available for this station.
 JV4102
 JV4102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ426824(NAD 83)
 JV4102_MARKER: I = METAL ROD
 JV4102_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV4102_SP_SET: STAINLESS STEEL ROD
 JV4102_STAMPING: U 326 1983
 JV4102_MARK LOGO: NGS   
 JV4102_PROJECTION: FLUSH
 JV4102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV4102_ROD/PIPE-DEPTH: 14.7 meters
 JV4102
 JV4102  HISTORY     - Date     Condition        Report By
 JV4102  HISTORY     - 1983     MONUMENTED       NGS
 JV4102
 JV4102                          STATION DESCRIPTION
 JV4102
 JV4102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4102'IN HEDGESVILLE.
 JV4102'IN HEDGESVILLE, AT THE SOUTH CORNER OF THE POST OFFICE AT THE JUNCTION
 JV4102'OF STATE HIGHWAYS 9 AND 901, 27.90 METERS (91.5 FT) SOUTHWEST OF THE
 JV4102'CENTERLINE OF THE HIGHWAY, 8.22 METERS (27.0 FT) SOUTHEAST OF THE
 JV4102'CENTER OF THE SOUTHWEST ENTRANCE DOOR OF THE POST OFFICE, 0.54 METER
 JV4102'(1.8 FT) SOUTH OF THE SOUTH CORNER OF THE BUILDING.
 JV4102'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3243 ***********************************************************************
 GX3243  DESIGNATION -  U 328
 GX3243  PID         -  GX3243
 GX3243  STATE/COUNTY-  WV/MERCER
 GX3243  USGS QUAD   -  PRINCETON (1976)
 GX3243
 GX3243                         *CURRENT SURVEY CONTROL
 GX3243  ___________________________________________________________________
 GX3243* NAD 83(1986)-  37 18 43.     (N)    081 01 42.     (W)     SCALED    
 GX3243* NAVD 88     -       570.916  (meters)    1873.08   (feet)  ADJUSTED  
 GX3243  ___________________________________________________________________
 GX3243  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX3243  DYNAMIC HT  -         570.401 (meters)    1871.39  (feet)  COMP
 GX3243  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 GX3243
 GX3243  VERT ORDER  -  FIRST     CLASS II
 GX3243
 GX3243.The horizontal coordinates were scaled from a topographic map and have
 GX3243.an estimated accuracy of +/- 6 seconds.
 GX3243
 GX3243.The orthometric height was determined by differential leveling
 GX3243.and adjusted by the National Geodetic Survey in June 1991..
 GX3243
 GX3243.The geoid height was determined by GEOID03.
 GX3243
 GX3243.The dynamic height is computed by dividing the NAVD 88
 GX3243.geopotential number by the normal gravity value computed on the
 GX3243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3243.degrees latitude (g = 980.6199 gals.).
 GX3243
 GX3243.The modeled gravity was interpolated from observed gravity values.
 GX3243
 GX3243;                    North         East    Units  Estimated Accuracy
 GX3243;SPC WV S     -    34,620.      597,490.      MT  (+/- 180 meters Scaled)
 GX3243
 GX3243                          SUPERSEDED SURVEY CONTROL
 GX3243
 GX3243.No superseded survey control is available for this station.
 GX3243
 GX3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB974294(NAD 83)
 GX3243_MARKER: DB = BENCH MARK DISK
 GX3243_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX3243_SP_SET: PIER
 GX3243_STAMPING: U 328 1984
 GX3243_MARK LOGO: NGS   
 GX3243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3243
 GX3243  HISTORY     - Date     Condition        Report By
 GX3243  HISTORY     - 1984     MONUMENTED       NGS
 GX3243
 GX3243                          STATION DESCRIPTION
 GX3243
 GX3243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3243'7.2 KM (4.5 MI) WEST FROM OAKVALE.
 GX3243'7.2 KM (4.5 MI) WEST ALONG STATE HIGHWAY 112 FROM THE POST OFFICE IN
 GX3243'OAKVALE TO THE MARK ON THE LEFT, SET VERTICALLY IN THE WEST FACE OF
 GX3243'THE CENTER PIER OF A RAILROAD OVERPASS, 6.25 METERS (20.5 FT) EAST OF
 GX3243'THE CENTERLINE OF THE HIGHWAY, 1.83 METERS (6.0 FT) NORTH OF THE SOUTH
 GX3243'EDGE OF THE PIER.
 GX3243'THE MARK IS 1.35 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0083 ***********************************************************************
 HX0083  DESIGNATION -  U 33
 HX0083  PID         -  HX0083
 HX0083  STATE/COUNTY-  WV/RANDOLPH
 HX0083  USGS QUAD   -  ELLAMORE (1987)
 HX0083
 HX0083                         *CURRENT SURVEY CONTROL
 HX0083  ___________________________________________________________________
 HX0083* NAD 83(1986)-  38 56 23.     (N)    080 01 27.     (W)     SCALED    
 HX0083* NAVD 88     -       640.459  (meters)    2101.24   (feet)  ADJUSTED  
 HX0083  ___________________________________________________________________
 HX0083  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HX0083  DYNAMIC HT  -         639.995 (meters)    2099.72  (feet)  COMP
 HX0083  MODELED GRAV-     979,882.8   (mgal)                       NAVD 88
 HX0083
 HX0083  VERT ORDER  -  SECOND    CLASS 0
 HX0083
 HX0083.The horizontal coordinates were scaled from a topographic map and have
 HX0083.an estimated accuracy of +/- 6 seconds.
 HX0083
 HX0083.The orthometric height was determined by differential leveling
 HX0083.and adjusted by the National Geodetic Survey in June 1991..
 HX0083
 HX0083.The geoid height was determined by GEOID03.
 HX0083
 HX0083.The dynamic height is computed by dividing the NAVD 88
 HX0083.geopotential number by the normal gravity value computed on the
 HX0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0083.degrees latitude (g = 980.6199 gals.).
 HX0083
 HX0083.The modeled gravity was interpolated from observed gravity values.
 HX0083
 HX0083;                    North         East    Units  Estimated Accuracy
 HX0083;SPC WV S     -   215,740.      684,600.      MT  (+/- 180 meters Scaled)
 HX0083
 HX0083                          SUPERSEDED SURVEY CONTROL
 HX0083
 HX0083  NGVD 29 (??/??/92)  640.606  (m)         2101.72   (f) ADJ UNCH    2 0
 HX0083
 HX0083.Superseded values are not recommended for survey control.
 HX0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0083.See file dsdata.txt to determine how the superseded data were derived.
 HX0083
 HX0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND845105(NAD 83)
 HX0083_MARKER: DB = BENCH MARK DISK
 HX0083_SETTING: 80 = SET IN A BOULDER
 HX0083_SP_SET: BOULDER
 HX0083_STAMPING: U 33 1935
 HX0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0083+STABILITY: SURFACE MOTION
 HX0083
 HX0083  HISTORY     - Date     Condition        Report By
 HX0083  HISTORY     - 1935     MONUMENTED       CGS
 HX0083  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0083
 HX0083                          STATION DESCRIPTION
 HX0083
 HX0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0083'2.3 MI E FROM KINGSVILLE.
 HX0083'2.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX0083'STATION AT KINGSVILLE, 0.8 MILE WEST OF THE LOOP SIDING, 13 FEET
 HX0083'WEST OF THE SECOND POLE EAST OF POLE 161+5, 33 FEET SOUTH OF THE
 HX0083'CENTERLINE OF THE TRACK, IN THE TOP OF A LARGE BOULDER, AND
 HX0083'ABOUT 1/2 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HX0083'U 33 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2827 ***********************************************************************
 HX2827  DESIGNATION -  U 330
 HX2827  PID         -  HX2827
 HX2827  STATE/COUNTY-  WV/JACKSON
 HX2827  USGS QUAD   -  RAVENSWOOD (1994)
 HX2827
 HX2827                         *CURRENT SURVEY CONTROL
 HX2827  ___________________________________________________________________
 HX2827* NAD 83(1986)-  38 55 01.     (N)    081 46 18.     (W)     SCALED    
 HX2827* NAVD 88     -       213.417  (meters)     700.19   (feet)  ADJUSTED  
 HX2827  ___________________________________________________________________
 HX2827  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 HX2827  DYNAMIC HT  -         213.280 (meters)     699.74  (feet)  COMP
 HX2827  MODELED GRAV-     979,979.9   (mgal)                       NAVD 88
 HX2827
 HX2827  VERT ORDER  -  FIRST     CLASS II
 HX2827
 HX2827.The horizontal coordinates were scaled from a topographic map and have
 HX2827.an estimated accuracy of +/- 6 seconds.
 HX2827
 HX2827.The orthometric height was determined by differential leveling
 HX2827.and adjusted by the National Geodetic Survey in June 1991..
 HX2827
 HX2827.The geoid height was determined by GEOID03.
 HX2827
 HX2827.The dynamic height is computed by dividing the NAVD 88
 HX2827.geopotential number by the normal gravity value computed on the
 HX2827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2827.degrees latitude (g = 980.6199 gals.).
 HX2827
 HX2827.The modeled gravity was interpolated from observed gravity values.
 HX2827
 HX2827;                    North         East    Units  Estimated Accuracy
 HX2827;SPC WV S     -   213,050.      533,080.      MT  (+/- 180 meters Scaled)
 HX2827
 HX2827                          SUPERSEDED SURVEY CONTROL
 HX2827
 HX2827.No superseded survey control is available for this station.
 HX2827
 HX2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD331078(NAD 83)
 HX2827_MARKER: I = METAL ROD
 HX2827_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HX2827+WITH SETTING: INFORMATION.
 HX2827_SP_SET: SHALLOW SET METAL ROD
 HX2827_STAMPING: U 330 1984
 HX2827_MARK LOGO: NGS   
 HX2827_PROJECTION: FLUSH
 HX2827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2827_ROD/PIPE-DEPTH: 2.3  meters
 HX2827
 HX2827  HISTORY     - Date     Condition        Report By
 HX2827  HISTORY     - 1984     MONUMENTED       NGS
 HX2827
 HX2827                          STATION DESCRIPTION
 HX2827
 HX2827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2827'2.9 KM (1.8 MI) SSW FROM RAVENSWOOD.
 HX2827'2.9 KM (1.8 MI) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE
 HX2827'JUNCTION OF STATE HIGHWAY 68 IN RAVENSWOOD TO THE MARK ON THE LEFT, AT
 HX2827'THE NORTHEAST CORNER OF A 0.6 BY 2.4 METER (2 BY 8 FT) 1.4 METERS
 HX2827'(4.5 FT) HIGH BRICK SIGN (U.S.W.A. LU. 5668) FOR THE PAUL RUSEN UNION
 HX2827'HALL, 14.93 METERS (49.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 HX2827'13.10 METERS (43.0 FT) WEST OF TELEPHONE POLE 295-7, 0.45 METER
 HX2827'(1.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK SIGN.
 HX2827'THE MARK IS 1.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2189 ***********************************************************************
 HY2189  DESIGNATION -  U 331
 HY2189  PID         -  HY2189
 HY2189  STATE/COUNTY-  WV/MASON
 HY2189  USGS QUAD   -  APPLE GROVE (1987)
 HY2189
 HY2189                         *CURRENT SURVEY CONTROL
 HY2189  ___________________________________________________________________
 HY2189* NAD 83(1986)-  38 39 35.     (N)    082 10 02.     (W)     SCALED    
 HY2189* NAVD 88     -       180.247  (meters)     591.36   (feet)  ADJUSTED  
 HY2189  ___________________________________________________________________
 HY2189  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HY2189  DYNAMIC HT  -         180.130 (meters)     590.98  (feet)  COMP
 HY2189  MODELED GRAV-     979,976.2   (mgal)                       NAVD 88
 HY2189
 HY2189  VERT ORDER  -  FIRST     CLASS II
 HY2189
 HY2189.The horizontal coordinates were scaled from a topographic map and have
 HY2189.an estimated accuracy of +/- 6 seconds.
 HY2189
 HY2189.The orthometric height was determined by differential leveling
 HY2189.and adjusted by the National Geodetic Survey in June 1991..
 HY2189
 HY2189.The geoid height was determined by GEOID03.
 HY2189
 HY2189.The dynamic height is computed by dividing the NAVD 88
 HY2189.geopotential number by the normal gravity value computed on the
 HY2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2189.degrees latitude (g = 980.6199 gals.).
 HY2189
 HY2189.The modeled gravity was interpolated from observed gravity values.
 HY2189
 HY2189;                    North         East    Units  Estimated Accuracy
 HY2189;SPC WV S     -   184,850.      498,410.      MT  (+/- 180 meters Scaled)
 HY2189
 HY2189                          SUPERSEDED SURVEY CONTROL
 HY2189
 HY2189.No superseded survey control is available for this station.
 HY2189
 HY2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC984796(NAD 83)
 HY2189_MARKER: DB = BENCH MARK DISK
 HY2189_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HY2189_SP_SET: FOUNDATION
 HY2189_STAMPING: U 331 1984
 HY2189_MARK LOGO: NGS   
 HY2189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2189+STABILITY: POSITION/ELEVATION WELL
 HY2189
 HY2189  HISTORY     - Date     Condition        Report By
 HY2189  HISTORY     - 1984     MONUMENTED       NGS
 HY2189
 HY2189                          STATION DESCRIPTION
 HY2189
 HY2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2189'1.0 KM (0.6 MI) NORTH FROM APPLE GROVE.
 HY2189'1.0 KM (0.6 MI) NORTH ALONG STATE HIGHWAY 2 FROM THE POST OFFICE IN
 HY2189'APPLE GROVE TO THE MARK ON THE RIGHT, IN THE FOUNDATION OF THE VALLEY
 HY2189'VOLUNTEER FIRE DEPARTMENT, 21.33 METERS (70.0 FT) EAST OF THE
 HY2189'CENTERLINE OF THE HIGHWAY, 1.37 METERS (4.5 FT) SOUTH OF THE NORTHWEST
 HY2189'CORNER OF THE STATION, 0.15 METER (0.5 FT) SOUTH OF THE NORTH DOOR JAM
 HY2189'OF THE NORTH ONE OF THREE BAY DOORS.
 HY2189'THE MARK IS 0.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1772 ***********************************************************************
 JW1772  DESIGNATION -  U 334
 JW1772  PID         -  JW1772
 JW1772  STATE/COUNTY-  WV/PRESTON
 JW1772  USGS QUAD   -  BRUCETON MILLS (1976)
 JW1772
 JW1772                         *CURRENT SURVEY CONTROL
 JW1772  ___________________________________________________________________
 JW1772* NAD 83(1986)-  39 39 00.     (N)    079 43 07.     (W)     SCALED    
 JW1772* NAVD 88     -       461.238  (meters)    1513.24   (feet)  ADJUSTED  
 JW1772  ___________________________________________________________________
 JW1772  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JW1772  DYNAMIC HT  -         460.955 (meters)    1512.32  (feet)  COMP
 JW1772  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 JW1772
 JW1772  VERT ORDER  -  FIRST     CLASS II
 JW1772
 JW1772.The horizontal coordinates were scaled from a topographic map and have
 JW1772.an estimated accuracy of +/- 6 seconds.
 JW1772
 JW1772.The orthometric height was determined by differential leveling
 JW1772.and adjusted by the National Geodetic Survey in April 1995..
 JW1772
 JW1772.The geoid height was determined by GEOID03.
 JW1772
 JW1772.The dynamic height is computed by dividing the NAVD 88
 JW1772.geopotential number by the normal gravity value computed on the
 JW1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1772.degrees latitude (g = 980.6199 gals.).
 JW1772
 JW1772.The modeled gravity was interpolated from observed gravity values.
 JW1772
 JW1772;                    North         East    Units  Estimated Accuracy
 JW1772;SPC WV N     -   127,690.      581,240.      MT  (+/- 180 meters Scaled)
 JW1772
 JW1772                          SUPERSEDED SURVEY CONTROL
 JW1772
 JW1772.No superseded survey control is available for this station.
 JW1772
 JW1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD099896(NAD 83)
 JW1772_MARKER: I = METAL ROD
 JW1772_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1772+WITH SETTING: INFORMATION.
 JW1772_SP_SET: METAL ROD DRIVEN INTO GROUND
 JW1772_STAMPING: U 334 1993
 JW1772_MARK LOGO: NGS   
 JW1772_MAGNETIC: I = MARKER IS A STEEL ROD
 JW1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1772+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1772
 JW1772  HISTORY     - Date     Condition        Report By
 JW1772  HISTORY     - 1993     MONUMENTED       NGS
 JW1772
 JW1772                          STATION DESCRIPTION
 JW1772
 JW1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1772'17.7 KM (11.00 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1772'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), 24.0 M (78.7
 JW1772'FT) NORTHEAST OF THE EAST END OF A GUARDRAIL, 17.1 M (56.1 FT) NORTH
 JW1772'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.5 M (1.6
 JW1772'FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE
 JW1772'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 JW1772'5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED, AT 2.1
 JW1772'METERS AND FLUSH WIHT THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0285 ***********************************************************************
 GY0285  DESIGNATION -  U 34
 GY0285  PID         -  GY0285
 GY0285  STATE/COUNTY-  WV/MINGO
 GY0285  USGS QUAD   -  BARNABUS (1976)
 GY0285
 GY0285                         *CURRENT SURVEY CONTROL
 GY0285  ___________________________________________________________________
 GY0285* NAD 83(1986)-  37 39 04.     (N)    082 00 03.     (W)     SCALED    
 GY0285* NAVD 88     -       524.354  (meters)    1720.32   (feet)  ADJUSTED  
 GY0285  ___________________________________________________________________
 GY0285  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GY0285  DYNAMIC HT  -         523.937 (meters)    1718.95  (feet)  COMP
 GY0285  MODELED GRAV-     979,817.9   (mgal)                       NAVD 88
 GY0285
 GY0285  VERT ORDER  -  SECOND    CLASS 0
 GY0285
 GY0285.The horizontal coordinates were scaled from a topographic map and have
 GY0285.an estimated accuracy of +/- 6 seconds.
 GY0285
 GY0285.The orthometric height was determined by differential leveling
 GY0285.and adjusted by the National Geodetic Survey in June 1991..
 GY0285
 GY0285.The geoid height was determined by GEOID03.
 GY0285
 GY0285.The dynamic height is computed by dividing the NAVD 88
 GY0285.geopotential number by the normal gravity value computed on the
 GY0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0285.degrees latitude (g = 980.6199 gals.).
 GY0285
 GY0285.The modeled gravity was interpolated from observed gravity values.
 GY0285
 GY0285;                    North         East    Units  Estimated Accuracy
 GY0285;SPC WV S     -    72,740.      511,680.      MT  (+/- 180 meters Scaled)
 GY0285
 GY0285                          SUPERSEDED SURVEY CONTROL
 GY0285
 GY0285  NGVD 29 (??/??/92)  524.549  (m)         1720.96   (f) ADJ UNCH    2 0
 GY0285
 GY0285.Superseded values are not recommended for survey control.
 GY0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0285.See file dsdata.txt to determine how the superseded data were derived.
 GY0285
 GY0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB117675(NAD 83)
 GY0285_MARKER: DB = BENCH MARK DISK
 GY0285_SETTING: 66 = SET IN ROCK OUTCROP
 GY0285_SP_SET: ROCK CUT
 GY0285_STAMPING: U 34 1935
 GY0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0285+STABILITY: POSITION/ELEVATION WELL
 GY0285
 GY0285  HISTORY     - Date     Condition        Report By
 GY0285  HISTORY     - 1935     MONUMENTED       CGS
 GY0285  HISTORY     - 1957     GOOD             NGS
 GY0285
 GY0285                          STATION DESCRIPTION
 GY0285
 GY0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0285'AT MOUNTAIN VIEW.
 GY0285'AT MOUNTAIN VIEW, ABOUT 0.15 MILE WEST ALONG U.S. HIGHWAYS 119
 GY0285'AND 52 FROM THEIR JUNCTION AT MOUNTAIN VIEW, ON THE OUTSIDE OF A
 GY0285'SHORT CURVE WITH TANGENTS EXTENDING SOUTHEAST AND SOUTHWEST,
 GY0285'ON THE WEST SLOPE OF GRADE, SET VERTICALLY IN THE SOUTHWEST
 GY0285'FACE AT THE NORTHWEST END OF A LONG ROCK CUT, 30 FEET NORTHEAST
 GY0285'OF CENTER LINE OF HIGHWAY, 52 FEET SOUTHEAST OF CENTER OF A RAVINE,
 GY0285'2 1/2 FEET ABOVE GROUND AND ABOUT 5 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2103 ***********************************************************************
 HX2103  DESIGNATION -  U 36
 HX2103  PID         -  HX2103
 HX2103  STATE/COUNTY-  WV/BOONE
 HX2103  USGS QUAD   -  JULIAN (1976)
 HX2103
 HX2103                         *CURRENT SURVEY CONTROL
 HX2103  ___________________________________________________________________
 HX2103* NAD 83(1986)-  38 09 48.     (N)    081 51 08.     (W)     SCALED    
 HX2103* NAVD 88     -       201.750  (meters)     661.91   (feet)  ADJUSTED  
 HX2103  ___________________________________________________________________
 HX2103  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HX2103  DYNAMIC HT  -         201.606 (meters)     661.44  (feet)  COMP
 HX2103  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 HX2103
 HX2103  VERT ORDER  -  SECOND    CLASS 0
 HX2103
 HX2103.The horizontal coordinates were scaled from a topographic map and have
 HX2103.an estimated accuracy of +/- 6 seconds.
 HX2103
 HX2103.The orthometric height was determined by differential leveling
 HX2103.and adjusted by the National Geodetic Survey in June 1991..
 HX2103
 HX2103.The geoid height was determined by GEOID03.
 HX2103
 HX2103.The dynamic height is computed by dividing the NAVD 88
 HX2103.geopotential number by the normal gravity value computed on the
 HX2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2103.degrees latitude (g = 980.6199 gals.).
 HX2103
 HX2103.The modeled gravity was interpolated from observed gravity values.
 HX2103
 HX2103;                    North         East    Units  Estimated Accuracy
 HX2103;SPC WV S     -   129,460.      525,320.      MT  (+/- 180 meters Scaled)
 HX2103
 HX2103                          SUPERSEDED SURVEY CONTROL
 HX2103
 HX2103  NGVD 29 (??/??/92)  201.961  (m)          662.60   (f) ADJ UNCH    2 0
 HX2103
 HX2103.Superseded values are not recommended for survey control.
 HX2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2103.See file dsdata.txt to determine how the superseded data were derived.
 HX2103
 HX2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC253242(NAD 83)
 HX2103_MARKER: DB = BENCH MARK DISK
 HX2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2103_STAMPING: U 36 1935
 HX2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2103+STABILITY: SURFACE MOTION
 HX2103
 HX2103  HISTORY     - Date     Condition        Report By
 HX2103  HISTORY     - 1935     MONUMENTED       CGS
 HX2103  HISTORY     - 1957     GOOD             NGS
 HX2103  HISTORY     - 1973     GOOD             LOCENG
 HX2103
 HX2103                          STATION DESCRIPTION
 HX2103
 HX2103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HX2103'1.1 MI N FROM JULIAN.
 HX2103'ABOUT 1.1 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX2103'THE STATION SIGN AT JULIAN, 0.5 MILE NORTHEAST OF MILEPOST 27,
 HX2103'AT ALTMAN, 103 FEET SOUTH OF THE CENTER OF A FARM TRAIL CROSSING,
 HX2103'97 FEET NORTHEAST OF THE EAST CORNER OF SECTION TOOL SHED, 23
 HX2103'FEET SOUTHEAST OF THE FIRST TELEPHONE POLE SOUTH OF FARM TRAIL
 HX2103'CROSSING, 37 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND AT THE
 HX2103'OUTSIDE OF A CURVE, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK,
 HX2103'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HX2103
 HX2103                          STATION RECOVERY (1973)
 HX2103
 HX2103'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0485 ***********************************************************************
 HY0485  DESIGNATION -  U 38
 HY0485  PID         -  HY0485
 HY0485  STATE/COUNTY-  WV/CABELL
 HY0485  USGS QUAD   -  BARBOURSVILLE (1985)
 HY0485
 HY0485                         *CURRENT SURVEY CONTROL
 HY0485  ___________________________________________________________________
 HY0485* NAD 83(1986)-  38 25 40.     (N)    082 19 06.     (W)     SCALED    
 HY0485* NAVD 88     -       173.940  (meters)     570.67   (feet)  ADJUSTED  
 HY0485  ___________________________________________________________________
 HY0485  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HY0485  DYNAMIC HT  -         173.823 (meters)     570.28  (feet)  COMP
 HY0485  MODELED GRAV-     979,952.1   (mgal)                       NAVD 88
 HY0485
 HY0485  VERT ORDER  -  SECOND    CLASS 0
 HY0485
 HY0485.The horizontal coordinates were scaled from a topographic map and have
 HY0485.an estimated accuracy of +/- 6 seconds.
 HY0485
 HY0485.The orthometric height was determined by differential leveling
 HY0485.and adjusted by the National Geodetic Survey in June 1991..
 HY0485
 HY0485.The geoid height was determined by GEOID03.
 HY0485
 HY0485.The dynamic height is computed by dividing the NAVD 88
 HY0485.geopotential number by the normal gravity value computed on the
 HY0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0485.degrees latitude (g = 980.6199 gals.).
 HY0485
 HY0485.The modeled gravity was interpolated from observed gravity values.
 HY0485
 HY0485;                    North         East    Units  Estimated Accuracy
 HY0485;SPC WV S     -   159,290.      484,900.      MT  (+/- 180 meters Scaled)
 HY0485
 HY0485                          SUPERSEDED SURVEY CONTROL
 HY0485
 HY0485  NGVD 29 (??/??/92)  174.116  (m)          571.25   (f) ADJ UNCH    2 0
 HY0485
 HY0485.Superseded values are not recommended for survey control.
 HY0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0485.See file dsdata.txt to determine how the superseded data were derived.
 HY0485
 HY0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC849541(NAD 83)
 HY0485_MARKER: DB = BENCH MARK DISK
 HY0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0485_SP_SET: ABUTMENT
 HY0485_STAMPING: U 38 1935
 HY0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY0485+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2006
 HY0485
 HY0485  HISTORY     - Date     Condition        Report By
 HY0485  HISTORY     - 1935     MONUMENTED       CGS
 HY0485  HISTORY     - 20060701 GOOD             INDIV
 HY0485
 HY0485                          STATION DESCRIPTION
 HY0485
 HY0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0485'2.3 MI W FROM BARBOURSVILLE.
 HY0485'2.3 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY0485'STATION AT BARBOURSVILLE, CABELL COUNTY, AT BRIDGE 497.0, IN THE
 HY0485'TOP OF THE NORTH END OF THE WEST ABUTMENT, 300 FEET WEST OF
 HY0485'SIGNAL 497, 75 FEET NORTHWEST OF MILEPOST FM 497, AND ABOUT 5
 HY0485'FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED U 38
 HY0485'1935.
 HY0485
 HY0485                          STATION RECOVERY (2006)
 HY0485
 HY0485'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MDP)
 HY0485'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE, EXCEPT NOTE THAT SOME
 HY0485'RAILROAD BALLAST MAY BE COVERING THE MARK (WE FOUND ABOUT 3 INCHES).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2168 ***********************************************************************
 HX2168  DESIGNATION -  U 39
 HX2168  PID         -  HX2168
 HX2168  STATE/COUNTY-  WV/BOONE
 HX2168  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2168
 HX2168                         *CURRENT SURVEY CONTROL
 HX2168  ___________________________________________________________________
 HX2168* NAD 83(1986)-  38 06 26.     (N)    081 37 29.     (W)     SCALED    
 HX2168* NAVD 88     -       213.194  (meters)     699.45   (feet)  ADJUSTED  
 HX2168  ___________________________________________________________________
 HX2168  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HX2168  DYNAMIC HT  -         213.040 (meters)     698.95  (feet)  COMP
 HX2168  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 HX2168
 HX2168  VERT ORDER  -  SECOND    CLASS 0
 HX2168
 HX2168.The horizontal coordinates were scaled from a topographic map and have
 HX2168.an estimated accuracy of +/- 6 seconds.
 HX2168
 HX2168.The orthometric height was determined by differential leveling
 HX2168.and adjusted by the National Geodetic Survey in June 1991..
 HX2168
 HX2168.The geoid height was determined by GEOID03.
 HX2168
 HX2168.The dynamic height is computed by dividing the NAVD 88
 HX2168.geopotential number by the normal gravity value computed on the
 HX2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2168.degrees latitude (g = 980.6199 gals.).
 HX2168
 HX2168.The modeled gravity was interpolated from observed gravity values.
 HX2168
 HX2168;                    North         East    Units  Estimated Accuracy
 HX2168;SPC WV S     -   123,070.      545,210.      MT  (+/- 180 meters Scaled)
 HX2168
 HX2168                          SUPERSEDED SURVEY CONTROL
 HX2168
 HX2168  NGVD 29 (??/??/92)  213.398  (m)          700.12   (f) ADJ UNCH    2 0
 HX2168
 HX2168.Superseded values are not recommended for survey control.
 HX2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2168.See file dsdata.txt to determine how the superseded data were derived.
 HX2168
 HX2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC452178(NAD 83)
 HX2168_MARKER: DB = BENCH MARK DISK
 HX2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2168_STAMPING: U 39 1935
 HX2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2168+STABILITY: SURFACE MOTION
 HX2168
 HX2168  HISTORY     - Date     Condition        Report By
 HX2168  HISTORY     - 1935     MONUMENTED       CGS
 HX2168  HISTORY     - 1958     GOOD             NGS
 HX2168  HISTORY     - 1973     GOOD             LOCENG
 HX2168
 HX2168                          STATION DESCRIPTION
 HX2168
 HX2168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2168'AT SETH.
 HX2168'AT SETH, ABOUT 62 YARDS NORTH ALONG THE CHESAPEAKE AND OHIO
 HX2168'RAILWAY FROM THE STATION, 216 YARDS NORTH OF MILE POST 21, 28 1/2
 HX2168'FEET WEST OF WEST RAIL OF MAIN TRACK, 176 FEET NORTH-NORTHWEST OF
 HX2168'THE EAST ONE OF TWO WATER SPOUTS, 14.8 FEET WEST-NORTHWEST OF
 HX2168'NEAR RAIL OF A SPUR TRACK LEADING TO HOPKINS FORK AND PRENTER,
 HX2168'3.6 FEET WEST-SOUTHWEST OF SOUTHEAST CORNER OF A SECTION HAND
 HX2168'CAR AND TOOL SHED, ABOUT 1 1/2 FEET BELOW LEVEL OF MAIN TRACK
 HX2168'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 HX2168
 HX2168                          STATION RECOVERY (1973)
 HX2168
 HX2168'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0082 ***********************************************************************
 GX0082  DESIGNATION -  U 4
 GX0082  PID         -  GX0082
 GX0082  STATE/COUNTY-  WV/GREENBRIER
 GX0082  USGS QUAD   -  ANTHONY (1995)
 GX0082
 GX0082                         *CURRENT SURVEY CONTROL
 GX0082  ___________________________________________________________________
 GX0082* NAD 83(1986)-  37 55 03.     (N)    080 20 39.     (W)     SCALED    
 GX0082* NAVD 88     -       560.140  (meters)    1837.73   (feet)  ADJUSTED  
 GX0082  ___________________________________________________________________
 GX0082  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX0082  DYNAMIC HT  -         559.672 (meters)    1836.19  (feet)  COMP
 GX0082  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 GX0082
 GX0082  VERT ORDER  -  FIRST     CLASS II
 GX0082
 GX0082.The horizontal coordinates were scaled from a topographic map and have
 GX0082.an estimated accuracy of +/- 6 seconds.
 GX0082
 GX0082.The orthometric height was determined by differential leveling
 GX0082.and adjusted by the National Geodetic Survey in June 1991..
 GX0082
 GX0082.The geoid height was determined by GEOID03.
 GX0082
 GX0082.The dynamic height is computed by dividing the NAVD 88
 GX0082.geopotential number by the normal gravity value computed on the
 GX0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0082.degrees latitude (g = 980.6199 gals.).
 GX0082
 GX0082.The modeled gravity was interpolated from observed gravity values.
 GX0082
 GX0082;                    North         East    Units  Estimated Accuracy
 GX0082;SPC WV S     -   102,040.      657,660.      MT  (+/- 180 meters Scaled)
 GX0082
 GX0082                          SUPERSEDED SURVEY CONTROL
 GX0082
 GX0082  NGVD 29 (??/??/92)  560.276  (m)         1838.17   (f) ADJ UNCH    1 2
 GX0082
 GX0082.Superseded values are not recommended for survey control.
 GX0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0082.See file dsdata.txt to determine how the superseded data were derived.
 GX0082
 GX0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB576968(NAD 83)
 GX0082_MARKER: DB = BENCH MARK DISK
 GX0082_SETTING: 66 = SET IN ROCK OUTCROP
 GX0082_SP_SET: ROCK LEDGE
 GX0082_STAMPING: U 4 1933
 GX0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0082+STABILITY: POSITION/ELEVATION WELL
 GX0082
 GX0082  HISTORY     - Date     Condition        Report By
 GX0082  HISTORY     - 1933     MONUMENTED       CGS
 GX0082  HISTORY     - 1972     MARK NOT FOUND   USGS
 GX0082  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0082  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0082
 GX0082                          STATION DESCRIPTION
 GX0082
 GX0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GX0082'2.8 MI S FROM SPRING CREEK.
 GX0082'2.8 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GX0082'STATION AT SPRING CREEK, GREENBRIER COUNTY, 935 FEET SOUTH OF
 GX0082'MILEPOST 19, 3 YARDS WEST OF THE TRACK, ON THE SIDE OF A HILL,
 GX0082'IN THE TOP OF A ROCK LEDGE, AND ABOUT LEVEL WITH THE RAIL.  A
 GX0082'STANDARD DISK STAMPED U 4 1933.
 GX0082
 GX0082                          STATION RECOVERY (1972)
 GX0082
 GX0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GX0082'MARK NOT FOUND.
 GX0082
 GX0082                          STATION RECOVERY (1983)
 GX0082
 GX0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0082'MARK NOT FOUND.
 GX0082
 GX0082                          STATION RECOVERY (1983)
 GX0082
 GX0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1119 ***********************************************************************
 GX1119  DESIGNATION -  U 41
 GX1119  PID         -  GX1119
 GX1119  STATE/COUNTY-  WV/RALEIGH
 GX1119  USGS QUAD   -  SHADY SPRING (1976)
 GX1119
 GX1119                         *CURRENT SURVEY CONTROL
 GX1119  ___________________________________________________________________
 GX1119* NAD 83(1986)-  37 41 01.     (N)    081 02 00.     (W)     SCALED    
 GX1119* NAVD 88     -       870.386  (meters)    2855.59   (feet)  ADJUSTED  
 GX1119  ___________________________________________________________________
 GX1119  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX1119  DYNAMIC HT  -         869.647 (meters)    2853.17  (feet)  COMP
 GX1119  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 GX1119
 GX1119  VERT ORDER  -  SECOND    CLASS 0
 GX1119
 GX1119.The horizontal coordinates were scaled from a topographic map and have
 GX1119.an estimated accuracy of +/- 6 seconds.
 GX1119
 GX1119.The orthometric height was determined by differential leveling
 GX1119.and adjusted by the National Geodetic Survey in June 1991..
 GX1119
 GX1119.The geoid height was determined by GEOID03.
 GX1119
 GX1119.The dynamic height is computed by dividing the NAVD 88
 GX1119.geopotential number by the normal gravity value computed on the
 GX1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1119.degrees latitude (g = 980.6199 gals.).
 GX1119
 GX1119.The modeled gravity was interpolated from observed gravity values.
 GX1119
 GX1119;                    North         East    Units  Estimated Accuracy
 GX1119;SPC WV S     -    75,870.      597,060.      MT  (+/- 180 meters Scaled)
 GX1119
 GX1119                          SUPERSEDED SURVEY CONTROL
 GX1119
 GX1119  NGVD 29 (??/??/92)  870.529  (m)         2856.06   (f) ADJ UNCH    2 0
 GX1119
 GX1119.Superseded values are not recommended for survey control.
 GX1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1119.See file dsdata.txt to determine how the superseded data were derived.
 GX1119
 GX1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB970707(NAD 83)
 GX1119_MARKER: DB = BENCH MARK DISK
 GX1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1119_STAMPING: U 41 1935
 GX1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1119+STABILITY: SURFACE MOTION
 GX1119
 GX1119  HISTORY     - Date     Condition        Report By
 GX1119  HISTORY     - 1935     MONUMENTED       CGS
 GX1119  HISTORY     - 1960     GOOD             NGS
 GX1119
 GX1119                          STATION DESCRIPTION
 GX1119
 GX1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1119'4.4 MI SE FROM SHADY SPRING.
 GX1119'ABOUT 4.35 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 GX1119'OF U.S. HIGHWAYS 19 AND 21 AT SHADY SPRING, 1.3 MILES
 GX1119'EAST-SOUTHEAST OF A CULVERT UNDER THE NORTHEAST END OF CAUSEWAY
 GX1119'ACROSS GLADE CREEK RESERVOIR, 24 1/2 FEET WEST OF THE CENTER
 GX1119'LINE OF THE HIGHWAY AND ON THE OUTSIDE OF A CURVE, 44 FEET NORTH
 GX1119'OF THE CENTER OF WEST CONCRETE HEAD WALL OF AN 18-INCH PIPE
 GX1119'CULVERT UNDER THE HIGHWAY (THE CULVERT IS AT THE SOUTH END OF A
 GX1119'TURN-OUT), 4 1/2 FEET NORTHEAST OF A 20-INCH MAPLE STUMP, ABOUT
 GX1119'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A
 GX1119'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1137 ***********************************************************************
 GX1137  DESIGNATION -  U 42
 GX1137  PID         -  GX1137
 GX1137  STATE/COUNTY-  WV/WYOMING
 GX1137  USGS QUAD   -  RHODELL (1976)
 GX1137
 GX1137                         *CURRENT SURVEY CONTROL
 GX1137  ___________________________________________________________________
 GX1137* NAD 83(1986)-  37 34 21.     (N)    081 21 49.     (W)     SCALED    
 GX1137* NAVD 88     -       441.804  (meters)    1449.49   (feet)  ADJUSTED  
 GX1137  ___________________________________________________________________
 GX1137  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX1137  DYNAMIC HT  -         441.440 (meters)    1448.29  (feet)  COMP
 GX1137  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 GX1137
 GX1137  VERT ORDER  -  SECOND    CLASS 0
 GX1137
 GX1137.The horizontal coordinates were scaled from a topographic map and have
 GX1137.an estimated accuracy of +/- 6 seconds.
 GX1137
 GX1137.The orthometric height was determined by differential leveling
 GX1137.and adjusted by the National Geodetic Survey in June 1991..
 GX1137
 GX1137.The geoid height was determined by GEOID03.
 GX1137
 GX1137.The dynamic height is computed by dividing the NAVD 88
 GX1137.geopotential number by the normal gravity value computed on the
 GX1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1137.degrees latitude (g = 980.6199 gals.).
 GX1137
 GX1137.The modeled gravity was interpolated from observed gravity values.
 GX1137
 GX1137;                    North         East    Units  Estimated Accuracy
 GX1137;SPC WV S     -    63,600.      567,880.      MT  (+/- 180 meters Scaled)
 GX1137
 GX1137                          SUPERSEDED SURVEY CONTROL
 GX1137
 GX1137  NGVD 29 (??/??/92)  441.96   (m)         1450.0    (f) COMPUTED    2 0
 GX1137
 GX1137.Superseded values are not recommended for survey control.
 GX1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1137.See file dsdata.txt to determine how the superseded data were derived.
 GX1137
 GX1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB678584(NAD 83)
 GX1137_MARKER: DB = BENCH MARK DISK
 GX1137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1137_SP_SET: BRIDGE
 GX1137_STAMPING: U 42 1935
 GX1137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1137
 GX1137  HISTORY     - Date     Condition        Report By
 GX1137  HISTORY     - 1935     MONUMENTED       CGS
 GX1137  HISTORY     - 1960     MARK NOT FOUND   NGS
 GX1137
 GX1137                          STATION DESCRIPTION
 GX1137
 GX1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1137'AT CORINNE.
 GX1137'AT CORINNE, ON THE VIRGINIAN RAILWAY, SOUTHWEST OF MILEPOST 2, AT
 GX1137'THE BRIDGE OF A NARROW GAGE RAILROAD LEADING TO THE 0-15 COAL CO.
 GX1137'STORE, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT,
 GX1137'24 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND LOWER THAN THE TRACK.
 GX1137'A STANDARD DISK, STAMPED U 42 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1173 ***********************************************************************
 GX1173  DESIGNATION -  U 43
 GX1173  PID         -  GX1173
 GX1173  STATE/COUNTY-  WV/RALEIGH
 GX1173  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1173
 GX1173                         *CURRENT SURVEY CONTROL
 GX1173  ___________________________________________________________________
 GX1173* NAD 83(1986)-  37 44 35.     (N)    081 11 26.     (W)     SCALED    
 GX1173* NAVD 88     -       669.313  (meters)    2195.90   (feet)  ADJUSTED  
 GX1173  ___________________________________________________________________
 GX1173  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX1173  DYNAMIC HT  -         668.749 (meters)    2194.05  (feet)  COMP
 GX1173  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GX1173
 GX1173  VERT ORDER  -  SECOND    CLASS 0
 GX1173
 GX1173.The horizontal coordinates were scaled from a topographic map and have
 GX1173.an estimated accuracy of +/- 6 seconds.
 GX1173
 GX1173.The orthometric height was determined by differential leveling
 GX1173.and adjusted by the National Geodetic Survey in June 1991..
 GX1173
 GX1173.The geoid height was determined by GEOID03.
 GX1173
 GX1173.The dynamic height is computed by dividing the NAVD 88
 GX1173.geopotential number by the normal gravity value computed on the
 GX1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1173.degrees latitude (g = 980.6199 gals.).
 GX1173
 GX1173.The modeled gravity was interpolated from observed gravity values.
 GX1173
 GX1173;                    North         East    Units  Estimated Accuracy
 GX1173;SPC WV S     -    82,490.      583,210.      MT  (+/- 180 meters Scaled)
 GX1173
 GX1173                          SUPERSEDED SURVEY CONTROL
 GX1173
 GX1173  NGVD 29 (??/??/92)  669.456  (m)         2196.37   (f) ADJ UNCH    2 0
 GX1173
 GX1173.Superseded values are not recommended for survey control.
 GX1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1173.See file dsdata.txt to determine how the superseded data were derived.
 GX1173
 GX1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB832773(NAD 83)
 GX1173_MARKER: DB = BENCH MARK DISK
 GX1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1173_STAMPING: U 43 1935
 GX1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1173+STABILITY: SURFACE MOTION
 GX1173
 GX1173  HISTORY     - Date     Condition        Report By
 GX1173  HISTORY     - 1935     MONUMENTED       CGS
 GX1173  HISTORY     - 1960     GOOD             NGS
 GX1173
 GX1173                          STATION DESCRIPTION
 GX1173
 GX1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1173'2 MI SW FROM RALEIGH.
 GX1173'ABOUT 2.0 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1173'FROM THE STATION AT RALEIGH, AT FITZPATRICK, 116 FEET
 GX1173'WEST-SOUTHWEST OF THE CROSSING OF A DIRT ROAD, 159 FEET
 GX1173'WEST-SOUTHWEST OF THE CENTER OF WEST-SOUTHWEST END OF A WOODEN
 GX1173'BRIDGE OVER A CREEK (NO. 23), 20 FEET SOUTH OF THE SOUTH RAIL,
 GX1173'21 1/2 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 155 FEET EAST OF
 GX1173'THE CENTER OF A HEXAGON SHAPED CONCRETE TELEPHONE BOOTH, ABOUT
 GX1173'3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A
 GX1173'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1170 ***********************************************************************
 GX1170  DESIGNATION -  U 43 X
 GX1170  PID         -  GX1170
 GX1170  STATE/COUNTY-  WV/RALEIGH
 GX1170  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1170
 GX1170                         *CURRENT SURVEY CONTROL
 GX1170  ___________________________________________________________________
 GX1170* NAD 83(1986)-  37 43 32.     (N)    081 12 54.     (W)     SCALED    
 GX1170* NAVD 88     -       690.089  (meters)    2264.07   (feet)  ADJUSTED  
 GX1170  ___________________________________________________________________
 GX1170  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX1170  DYNAMIC HT  -         689.510 (meters)    2262.17  (feet)  COMP
 GX1170  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 GX1170
 GX1170  VERT ORDER  -  SECOND    CLASS 0
 GX1170
 GX1170.The horizontal coordinates were scaled from a topographic map and have
 GX1170.an estimated accuracy of +/- 6 seconds.
 GX1170
 GX1170.The orthometric height was determined by differential leveling
 GX1170.and adjusted by the National Geodetic Survey in June 1991..
 GX1170
 GX1170.The geoid height was determined by GEOID03.
 GX1170
 GX1170.The dynamic height is computed by dividing the NAVD 88
 GX1170.geopotential number by the normal gravity value computed on the
 GX1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1170.degrees latitude (g = 980.6199 gals.).
 GX1170
 GX1170.The modeled gravity was interpolated from observed gravity values.
 GX1170
 GX1170;                    North         East    Units  Estimated Accuracy
 GX1170;SPC WV S     -    80,550.      581,050.      MT  (+/- 180 meters Scaled)
 GX1170
 GX1170                          SUPERSEDED SURVEY CONTROL
 GX1170
 GX1170  NGVD 29 (??/??/92)  690.229  (m)         2264.53   (f) ADJ UNCH    2 0
 GX1170
 GX1170.Superseded values are not recommended for survey control.
 GX1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1170.See file dsdata.txt to determine how the superseded data were derived.
 GX1170
 GX1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB810753(NAD 83)
 GX1170_MARKER: DB = BENCH MARK DISK
 GX1170_SETTING: 66 = SET IN ROCK OUTCROP
 GX1170_SP_SET: ROCK CUT
 GX1170_STAMPING: U 43 X 1960
 GX1170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1170+STABILITY: POSITION/ELEVATION WELL
 GX1170
 GX1170  HISTORY     - Date     Condition        Report By
 GX1170  HISTORY     - 1960     MONUMENTED       CGS
 GX1170
 GX1170                          STATION DESCRIPTION
 GX1170
 GX1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1170'0.5 MI N FROM PEMBERTON.
 GX1170'ABOUT 0.5 MILE NORTH ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GX1170'AT PEMBERTON, SET VERTICALLY IN FACE OF A ROCK CUT, 11 3/4 RAILS
 GX1170'NORTH OF MILE POST 5, 6 FEET WEST OF WEST RAIL, 3.7 FEET BELOW
 GX1170'A 12-INCH TRIANGLE CHISELED IN FACE OF CUT AND ABOUT LEVEL WITH
 GX1170'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2195 ***********************************************************************
 GX2195  DESIGNATION -  U 44
 GX2195  PID         -  GX2195
 GX2195  STATE/COUNTY-  WV/WYOMING
 GX2195  USGS QUAD   -  MATHENY (1976)
 GX2195
 GX2195                         *CURRENT SURVEY CONTROL
 GX2195  ___________________________________________________________________
 GX2195* NAD 83(1986)-  37 41 10.     (N)    081 37 28.     (W)     SCALED    
 GX2195* NAVD 88     -       396.046  (meters)    1299.36   (feet)  ADJUSTED  
 GX2195  ___________________________________________________________________
 GX2195  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX2195  DYNAMIC HT  -         395.731 (meters)    1298.33  (feet)  COMP
 GX2195  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GX2195
 GX2195  VERT ORDER  -  SECOND    CLASS 0
 GX2195
 GX2195.The horizontal coordinates were scaled from a topographic map and have
 GX2195.an estimated accuracy of +/- 6 seconds.
 GX2195
 GX2195.The orthometric height was determined by differential leveling
 GX2195.and adjusted by the National Geodetic Survey in June 1991..
 GX2195
 GX2195.The geoid height was determined by GEOID03.
 GX2195
 GX2195.The dynamic height is computed by dividing the NAVD 88
 GX2195.geopotential number by the normal gravity value computed on the
 GX2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2195.degrees latitude (g = 980.6199 gals.).
 GX2195
 GX2195.The modeled gravity was interpolated from observed gravity values.
 GX2195
 GX2195;                    North         East    Units  Estimated Accuracy
 GX2195;SPC WV S     -    76,340.      544,920.      MT  (+/- 180 meters Scaled)
 GX2195
 GX2195                          SUPERSEDED SURVEY CONTROL
 GX2195
 GX2195  NGVD 29 (??/??/92)  396.210  (m)         1299.90   (f) ADJ UNCH    2 0
 GX2195
 GX2195.Superseded values are not recommended for survey control.
 GX2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2195.See file dsdata.txt to determine how the superseded data were derived.
 GX2195
 GX2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB449711(NAD 83)
 GX2195_MARKER: DB = BENCH MARK DISK
 GX2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2195_STAMPING: U 44 1935
 GX2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2195+STABILITY: SURFACE MOTION
 GX2195
 GX2195  HISTORY     - Date     Condition        Report By
 GX2195  HISTORY     - 1935     MONUMENTED       CGS
 GX2195  HISTORY     - 1958     GOOD             NGS
 GX2195  HISTORY     - 1963     GOOD             AEROS
 GX2195  HISTORY     - 20030202 MARK NOT FOUND   INDIV
 GX2195
 GX2195                          STATION DESCRIPTION
 GX2195
 GX2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2195'1.4 MI SE FROM OCEANA.
 GX2195'ABOUT 1.35 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE
 GX2195'METHODIST CHURCH AT OCEANA, DIRECTLY ACROSS HIGHWAY FROM THE
 GX2195'MAIN ENTRANCE TO THE OCEANA HIGH SCHOOL, AT THE JUNCTION OF A
 GX2195'DRIVE SOUTHEAST ALONG A DEEP RAVINE, 62 FEET SOUTHEAST OF CENTER
 GX2195'LINE OF HIGHWAY, 12 1/2 FEET SOUTHWEST OF CENTER LINE OF DRIVE,
 GX2195'22 1/2 FEET SOUTHEAST OF A POWER POLE, 126 FEET NORTH AND ACROSS
 GX2195'A SMALL STREAM FROM A GAS WELL, 41 FEET EAST OF NORTHEAST CORNER
 GX2195'OF A 4-FOOT CONCRETE BOX CULVERT, 1 1/2 FEET NORTHWEST OF A
 GX2195'STEEL WITNESS POST, ABOUT 8 FEET ABOVE LEVEL OF HIGHWAY AND
 GX2195'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GX2195
 GX2195                          STATION RECOVERY (1963)
 GX2195
 GX2195'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2195'RECOVERED IN GOOD CONDITION.
 GX2195
 GX2195                          STATION RECOVERY (2003)
 GX2195
 GX2195'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0937 ***********************************************************************
 HY0937  DESIGNATION -  U 45
 HY0937  PID         -  HY0937
 HY0937  STATE/COUNTY-  WV/WAYNE
 HY0937  USGS QUAD   -  LOUISA (1993)
 HY0937
 HY0937                         *CURRENT SURVEY CONTROL
 HY0937  ___________________________________________________________________
 HY0937* NAD 83(1986)-  38 03 19.     (N)    082 32 35.     (W)     SCALED    
 HY0937* NAVD 88     -       178.717  (meters)     586.34   (feet)  ADJUSTED  
 HY0937  ___________________________________________________________________
 HY0937  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HY0937  DYNAMIC HT  -         178.591 (meters)     585.93  (feet)  COMP
 HY0937  MODELED GRAV-     979,918.7   (mgal)                       NAVD 88
 HY0937
 HY0937  VERT ORDER  -  SECOND    CLASS 0
 HY0937
 HY0937.The horizontal coordinates were scaled from a topographic map and have
 HY0937.an estimated accuracy of +/- 6 seconds.
 HY0937
 HY0937.The orthometric height was determined by differential leveling
 HY0937.and adjusted by the National Geodetic Survey in June 1991..
 HY0937
 HY0937.The geoid height was determined by GEOID03.
 HY0937
 HY0937.The dynamic height is computed by dividing the NAVD 88
 HY0937.geopotential number by the normal gravity value computed on the
 HY0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0937.degrees latitude (g = 980.6199 gals.).
 HY0937
 HY0937.The modeled gravity was interpolated from observed gravity values.
 HY0937
 HY0937;                    North         East    Units  Estimated Accuracy
 HY0937;SPC WV S     -   118,250.      464,590.      MT  (+/- 180 meters Scaled)
 HY0937
 HY0937                          SUPERSEDED SURVEY CONTROL
 HY0937
 HY0937  NGVD 29 (??/??/92)  178.937  (m)          587.06   (f) ADJ UNCH    2 0
 HY0937
 HY0937.Superseded values are not recommended for survey control.
 HY0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0937.See file dsdata.txt to determine how the superseded data were derived.
 HY0937
 HY0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC646130(NAD 83)
 HY0937_MARKER: DB = BENCH MARK DISK
 HY0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0937_STAMPING: U 45 1935
 HY0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0937+STABILITY: SURFACE MOTION
 HY0937
 HY0937  HISTORY     - Date     Condition        Report By
 HY0937  HISTORY     - 1935     MONUMENTED       CGS
 HY0937  HISTORY     - 1942     GOOD             NGS
 HY0937  HISTORY     - 1960     MARK NOT FOUND   NGS
 HY0937
 HY0937                          STATION DESCRIPTION
 HY0937
 HY0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HY0937'2 MI S FROM SALTPETRE.
 HY0937'2.0 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HY0937'STATION AT SALTPETRE, WAYNE COUNTY, 9-1/2 RAILS SOUTH OF MILEPOST
 HY0937'NA 28, 58 FEET NORTHWEST OF SEMAPHORE S 278, 23 FEET NORTH OF
 HY0937'POLE 2735, AT A PRIVATE-ROAD CROSSING, 33.2 FEET WEST OF THE
 HY0937'WEST RAIL, 15 FEET SOUTH OF THE CENTERLINE OF THE PRIVATE ROAD,
 HY0937'4.5 FEET EAST OF A FENCE LINE, AND ABOUT 3 FEET BELOW THE LEVEL
 HY0937'OF THE RAIL.  A STANDARD DISK, STAMPED U 45 1935 AND SET IN THE
 HY0937'TOP OF A CONCRETE POST.  NOTE-- IT HAS BEEN COVERED BY RAILROAD
 HY0937'CONSTRUCTION.
 HY0937
 HY0937                          STATION RECOVERY (1960)
 HY0937
 HY0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HY0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0140 ***********************************************************************
 GY0140  DESIGNATION -  U 47
 GY0140  PID         -  GY0140
 GY0140  STATE/COUNTY-  WV/MINGO
 GY0140  USGS QUAD   -  MAJESTIC (1977)
 GY0140
 GY0140                         *CURRENT SURVEY CONTROL
 GY0140  ___________________________________________________________________
 GY0140* NAD 83(1986)-  37 32 11.     (N)    082 03 41.     (W)     SCALED    
 GY0140* NAVD 88     -       232.660  (meters)     763.32   (feet)  ADJUSTED  
 GY0140  ___________________________________________________________________
 GY0140  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GY0140  DYNAMIC HT  -         232.480 (meters)     762.73  (feet)  COMP
 GY0140  MODELED GRAV-     979,852.8   (mgal)                       NAVD 88
 GY0140
 GY0140  VERT ORDER  -  SECOND    CLASS 0
 GY0140
 GY0140.The horizontal coordinates were scaled from a topographic map and have
 GY0140.an estimated accuracy of +/- 6 seconds.
 GY0140
 GY0140.The orthometric height was determined by differential leveling
 GY0140.and adjusted by the National Geodetic Survey in June 1991..
 GY0140
 GY0140.The geoid height was determined by GEOID03.
 GY0140
 GY0140.The dynamic height is computed by dividing the NAVD 88
 GY0140.geopotential number by the normal gravity value computed on the
 GY0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0140.degrees latitude (g = 980.6199 gals.).
 GY0140
 GY0140.The modeled gravity was interpolated from observed gravity values.
 GY0140
 GY0140;                    North         East    Units  Estimated Accuracy
 GY0140;SPC WV S     -    60,070.      506,200.      MT  (+/- 180 meters Scaled)
 GY0140
 GY0140                          SUPERSEDED SURVEY CONTROL
 GY0140
 GY0140  NGVD 29 (??/??/92)  232.873  (m)          764.02   (f) ADJ UNCH    2 0
 GY0140
 GY0140.Superseded values are not recommended for survey control.
 GY0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0140.See file dsdata.txt to determine how the superseded data were derived.
 GY0140
 GY0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB062549(NAD 83)
 GY0140_MARKER: DB = BENCH MARK DISK
 GY0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0140_SP_SET: WATER TANK
 GY0140_STAMPING: U 47 1935
 GY0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0140
 GY0140  HISTORY     - Date     Condition        Report By
 GY0140  HISTORY     - 1935     MONUMENTED       CGS
 GY0140
 GY0140                          STATION DESCRIPTION
 GY0140
 GY0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0140'AT DEVON.
 GY0140'AT DEVON, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY, 200
 GY0140'YARDS EAST OF THE STATION, AT THE JUNCTION OF A SPUR TRACK, AT A
 GY0140'WATER TANK, IN THE WEST FACE OF THE NORTHWEST CONCRETE BASE,
 GY0140'11.5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT ABOVE THE
 GY0140'LEVEL OF THE RAIL.  A STANDARD DISK, STAMPED U 47 1935 AND SET
 GY0140'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1618 ***********************************************************************
 GX1618  DESIGNATION -  U 48
 GX1618  PID         -  GX1618
 GX1618  STATE/COUNTY-  WV/MCDOWELL
 GX1618  USGS QUAD   -  IAEGER (1976)
 GX1618
 GX1618                         *CURRENT SURVEY CONTROL
 GX1618  ___________________________________________________________________
 GX1618* NAD 83(1986)-  37 27 23.     (N)    081 45 07.     (W)     SCALED    
 GX1618* NAVD 88     -       313.317  (meters)    1027.94   (feet)  ADJUSTED  
 GX1618  ___________________________________________________________________
 GX1618  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX1618  DYNAMIC HT  -         313.066 (meters)    1027.12  (feet)  COMP
 GX1618  MODELED GRAV-     979,821.0   (mgal)                       NAVD 88
 GX1618
 GX1618  VERT ORDER  -  SECOND    CLASS 0
 GX1618
 GX1618.The horizontal coordinates were scaled from a topographic map and have
 GX1618.an estimated accuracy of +/- 6 seconds.
 GX1618
 GX1618.The orthometric height was determined by differential leveling
 GX1618.and adjusted by the National Geodetic Survey in June 1991..
 GX1618
 GX1618.The geoid height was determined by GEOID03.
 GX1618
 GX1618.The dynamic height is computed by dividing the NAVD 88
 GX1618.geopotential number by the normal gravity value computed on the
 GX1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1618.degrees latitude (g = 980.6199 gals.).
 GX1618
 GX1618.The modeled gravity was interpolated from observed gravity values.
 GX1618
 GX1618;                    North         East    Units  Estimated Accuracy
 GX1618;SPC WV S     -    50,920.      533,470.      MT  (+/- 180 meters Scaled)
 GX1618
 GX1618                          SUPERSEDED SURVEY CONTROL
 GX1618
 GX1618  NGVD 29 (??/??/92)  313.505  (m)         1028.56   (f) ADJ UNCH    2 0
 GX1618
 GX1618.Superseded values are not recommended for survey control.
 GX1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1618.See file dsdata.txt to determine how the superseded data were derived.
 GX1618
 GX1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB334457(NAD 83)
 GX1618_MARKER: DB = BENCH MARK DISK
 GX1618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1618_SP_SET: TOWER
 GX1618_STAMPING: U 48 1935
 GX1618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1618
 GX1618  HISTORY     - Date     Condition        Report By
 GX1618  HISTORY     - 1935     MONUMENTED       CGS
 GX1618
 GX1618                          STATION DESCRIPTION
 GX1618
 GX1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1618'AT WILMORE.
 GX1618'AT WILMORE, MCDOWELL COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GX1618'21 RAILS SOUTH OF THE STATION, 0.3 MILE SOUTH OF MILEPOST N 418,
 GX1618'AT A WATER TOWER, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 GX1618'CONCRETE BASE OF THE SOUTH PEDESTAL, 24 FEET WEST OF THE WEST
 GX1618'RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.  A STANDARD
 GX1618'DISK, STAMPED U 48 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1296 ***********************************************************************
 GX1296  DESIGNATION -  U 49
 GX1296  PID         -  GX1296
 GX1296  STATE/COUNTY-  WV/MCDOWELL
 GX1296  USGS QUAD   -  KEYSTONE (1976)
 GX1296
 GX1296                         *CURRENT SURVEY CONTROL
 GX1296  ___________________________________________________________________
 GX1296* NAD 83(1986)-  37 23 51.     (N)    081 25 21.     (W)     SCALED    
 GX1296* NAVD 88     -       557.910  (meters)    1830.41   (feet)  ADJUSTED  
 GX1296  ___________________________________________________________________
 GX1296  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX1296  DYNAMIC HT  -         557.429 (meters)    1828.83  (feet)  COMP
 GX1296  MODELED GRAV-     979,751.4   (mgal)                       NAVD 88
 GX1296
 GX1296  VERT ORDER  -  SECOND    CLASS 0
 GX1296
 GX1296.The horizontal coordinates were scaled from a topographic map and have
 GX1296.an estimated accuracy of +/- 6 seconds.
 GX1296
 GX1296.The orthometric height was determined by differential leveling
 GX1296.and adjusted by the National Geodetic Survey in June 1991..
 GX1296
 GX1296.The geoid height was determined by GEOID03.
 GX1296
 GX1296.The dynamic height is computed by dividing the NAVD 88
 GX1296.geopotential number by the normal gravity value computed on the
 GX1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1296.degrees latitude (g = 980.6199 gals.).
 GX1296
 GX1296.The modeled gravity was interpolated from observed gravity values.
 GX1296
 GX1296;                    North         East    Units  Estimated Accuracy
 GX1296;SPC WV S     -    44,200.      562,590.      MT  (+/- 180 meters Scaled)
 GX1296
 GX1296                          SUPERSEDED SURVEY CONTROL
 GX1296
 GX1296  NGVD 29 (??/??/92)  558.042  (m)         1830.84   (f) ADJ UNCH    2 0
 GX1296
 GX1296.Superseded values are not recommended for survey control.
 GX1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1296.See file dsdata.txt to determine how the superseded data were derived.
 GX1296
 GX1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB626390(NAD 83)
 GX1296_MARKER: DB = BENCH MARK DISK
 GX1296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1296_SP_SET: BRICK WALL
 GX1296_STAMPING: U 49 1935
 GX1296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1296
 GX1296  HISTORY     - Date     Condition        Report By
 GX1296  HISTORY     - 1935     MONUMENTED       CGS
 GX1296  HISTORY     - 1958     GOOD             NGS
 GX1296
 GX1296                          STATION DESCRIPTION
 GX1296
 GX1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1296'AT UPLAND.
 GX1296'AT UPLAND, AT THE ELKHORN DISTRICT HIGH SCHOOL, SET VERTICALLY
 GX1296'IN THE EAST FACE OF THE EAST BRICK WALL, 45 FEET WEST OF THE
 GX1296'CENTER LINE OF U.S. HIGHWAY 52, 2 1/2 FEET NORTH OF THE NORTH
 GX1296'EDGE OF THE EAST ENTRANCE, 10 FEET SOUTHWEST OF THE NORTH ONE
 GX1296'OF TWO LARGE PILLARS SUPPORTING THE PORCH OVER ENTRANCE, AND
 GX1296'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0498 ***********************************************************************
 HY0498  DESIGNATION -  U 50
 HY0498  PID         -  HY0498
 HY0498  STATE/COUNTY-  WV/LINCOLN
 HY0498  USGS QUAD   -  RANGER (1976)
 HY0498
 HY0498                         *CURRENT SURVEY CONTROL
 HY0498  ___________________________________________________________________
 HY0498* NAD 83(1986)-  38 01 46.     (N)    082 07 51.     (W)     SCALED    
 HY0498* NAVD 88     -       189.646  (meters)     622.20   (feet)  ADJUSTED  
 HY0498  ___________________________________________________________________
 HY0498  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HY0498  DYNAMIC HT  -         189.509 (meters)     621.75  (feet)  COMP
 HY0498  MODELED GRAV-     979,904.7   (mgal)                       NAVD 88
 HY0498
 HY0498  VERT ORDER  -  SECOND    CLASS 0
 HY0498
 HY0498.The horizontal coordinates were scaled from a topographic map and have
 HY0498.an estimated accuracy of +/- 6 seconds.
 HY0498
 HY0498.The orthometric height was determined by differential leveling
 HY0498.and adjusted by the National Geodetic Survey in June 1991..
 HY0498
 HY0498.The geoid height was determined by GEOID03.
 HY0498
 HY0498.The dynamic height is computed by dividing the NAVD 88
 HY0498.geopotential number by the normal gravity value computed on the
 HY0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0498.degrees latitude (g = 980.6199 gals.).
 HY0498
 HY0498.The modeled gravity was interpolated from observed gravity values.
 HY0498
 HY0498;                    North         East    Units  Estimated Accuracy
 HY0498;SPC WV S     -   114,860.      500,730.      MT  (+/- 180 meters Scaled)
 HY0498
 HY0498                          SUPERSEDED SURVEY CONTROL
 HY0498
 HY0498  NGVD 29 (??/??/92)  189.861  (m)          622.90   (f) ADJ UNCH    2 0
 HY0498
 HY0498.Superseded values are not recommended for survey control.
 HY0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0498.See file dsdata.txt to determine how the superseded data were derived.
 HY0498
 HY0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC007096(NAD 83)
 HY0498_MARKER: DB = BENCH MARK DISK
 HY0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0498_SP_SET: PIER
 HY0498_STAMPING: U 50 1935
 HY0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0498
 HY0498  HISTORY     - Date     Condition        Report By
 HY0498  HISTORY     - 1935     MONUMENTED       CGS
 HY0498  HISTORY     - 1957     GOOD             NGS
 HY0498
 HY0498                          STATION DESCRIPTION
 HY0498
 HY0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0498'AT HART.
 HY0498'AT HART, ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 10 FROM THE
 HY0498'CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY, IN THE TOP OF THE
 HY0498'WEST-NORTHWEST END OF THE NORTH-NORTHEAST CONCRETE PIER OF STATE
 HY0498'HIGHWAY 10 BRIDGE OVER GUYANDOT RIVER, 10 1/2 FEET WEST-NORTHWEST
 HY0498'OF CENTER LINE OF BRIDGE FLOOR AND ABOUT 3 1/2 FEET BELOW LEVEL
 HY0498'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2243 ***********************************************************************
 GX2243  DESIGNATION -  U 51
 GX2243  PID         -  GX2243
 GX2243  STATE/COUNTY-  WV/LOGAN
 GX2243  USGS QUAD   -  LOGAN (1989)
 GX2243
 GX2243                         *CURRENT SURVEY CONTROL
 GX2243  ___________________________________________________________________
 GX2243* NAD 83(1986)-  37 47 30.     (N)    081 59 17.     (W)     SCALED    
 GX2243* NAVD 88     -       227.552  (meters)     746.56   (feet)  ADJUSTED  
 GX2243  ___________________________________________________________________
 GX2243  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GX2243  DYNAMIC HT  -         227.385 (meters)     746.01  (feet)  COMP
 GX2243  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 GX2243
 GX2243  VERT ORDER  -  SECOND    CLASS 0
 GX2243
 GX2243.The horizontal coordinates were scaled from a topographic map and have
 GX2243.an estimated accuracy of +/- 6 seconds.
 GX2243
 GX2243.The orthometric height was determined by differential leveling
 GX2243.and adjusted by the National Geodetic Survey in June 1991..
 GX2243
 GX2243.The geoid height was determined by GEOID03.
 GX2243
 GX2243.The dynamic height is computed by dividing the NAVD 88
 GX2243.geopotential number by the normal gravity value computed on the
 GX2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2243.degrees latitude (g = 980.6199 gals.).
 GX2243
 GX2243.The modeled gravity was interpolated from observed gravity values.
 GX2243
 GX2243;                    North         East    Units  Estimated Accuracy
 GX2243;SPC WV S     -    88,330.      512,980.      MT  (+/- 180 meters Scaled)
 GX2243
 GX2243                          SUPERSEDED SURVEY CONTROL
 GX2243
 GX2243  NGVD 29 (??/??/92)  227.772  (m)          747.28   (f) ADJ UNCH    2 0
 GX2243
 GX2243.Superseded values are not recommended for survey control.
 GX2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2243.See file dsdata.txt to determine how the superseded data were derived.
 GX2243
 GX2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB130831(NAD 83)
 GX2243_MARKER: DB = BENCH MARK DISK
 GX2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2243_STAMPING: V 51 1935
 GX2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2243+STABILITY: SURFACE MOTION
 GX2243
 GX2243  HISTORY     - Date     Condition        Report By
 GX2243  HISTORY     - 1935     MONUMENTED       WVGS
 GX2243  HISTORY     - 1935     GOOD             NGS
 GX2243
 GX2243                          STATION DESCRIPTION
 GX2243
 GX2243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX2243'0.4 MI N FROM SWITZER.
 GX2243'0.4 MILE NORTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE AT
 GX2243'SWITZER, LOGAN COUNTY, 80 YARDS NORTH OF THE CHURCH OF GOD, 54
 GX2243'FEET NORTHEAST OF A NORTH CITY-LIMIT SIGN, 22 FEET EAST OF THE
 GX2243'CENTERLINE OF THE HIGHWAY, AND ONE FOOT HIGHER THAN THE HIGHWAY.
 GX2243'A STATE SURVEY STANDARD DISK, STAMPED V 51 1935 AND SET IN THE
 GX2243'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0274 ***********************************************************************
 GY0274  DESIGNATION -  U 52
 GY0274  PID         -  GY0274
 GY0274  STATE/COUNTY-  WV/MINGO
 GY0274  USGS QUAD   -  DELBARTON (1976)
 GY0274
 GY0274                         *CURRENT SURVEY CONTROL
 GY0274  ___________________________________________________________________
 GY0274* NAD 83(1986)-  37 40 01.     (N)    082 07 44.     (W)     SCALED    
 GY0274* NAVD 88     -       286.662  (meters)     940.49   (feet)  ADJUSTED  
 GY0274  ___________________________________________________________________
 GY0274  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GY0274  DYNAMIC HT  -         286.448 (meters)     939.79  (feet)  COMP
 GY0274  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 GY0274
 GY0274  VERT ORDER  -  SECOND    CLASS 0
 GY0274
 GY0274.The horizontal coordinates were scaled from a topographic map and have
 GY0274.an estimated accuracy of +/- 6 seconds.
 GY0274
 GY0274.The orthometric height was determined by differential leveling
 GY0274.and adjusted by the National Geodetic Survey in June 1991..
 GY0274
 GY0274.The geoid height was determined by GEOID03.
 GY0274
 GY0274.The dynamic height is computed by dividing the NAVD 88
 GY0274.geopotential number by the normal gravity value computed on the
 GY0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0274.degrees latitude (g = 980.6199 gals.).
 GY0274
 GY0274.The modeled gravity was interpolated from observed gravity values.
 GY0274
 GY0274;                    North         East    Units  Estimated Accuracy
 GY0274;SPC WV S     -    74,630.      500,410.      MT  (+/- 180 meters Scaled)
 GY0274
 GY0274                          SUPERSEDED SURVEY CONTROL
 GY0274
 GY0274  NGVD 29 (??/??/92)  286.877  (m)          941.20   (f) ADJ UNCH    2 0
 GY0274
 GY0274.Superseded values are not recommended for survey control.
 GY0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0274.See file dsdata.txt to determine how the superseded data were derived.
 GY0274
 GY0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB004694(NAD 83)
 GY0274_MARKER: DD = SURVEY DISK
 GY0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0274_STAMPING: U 52
 GY0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0274+STABILITY: SURFACE MOTION
 GY0274
 GY0274  HISTORY     - Date     Condition        Report By
 GY0274  HISTORY     - UNK      MONUMENTED       WVGS
 GY0274  HISTORY     - 1957     MARK NOT FOUND   NGS
 GY0274
 GY0274                          STATION DESCRIPTION
 GY0274
 GY0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0274'2.4 MI NE FROM TAYLORSVILLE.
 GY0274'2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION
 GY0274'OF THE RED JACKET ROAD AT TAYLORSVILLE, MINGO COUNTY, ABOUT
 GY0274'400 FEET WEST OF THE JOHN HENRY VINCENT RESIDENCE, 18 FEET
 GY0274'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND AT THE ELEVENTH POST
 GY0274'FROM THE END OF THE GUARDRAIL FENCE.  A STATE SURVEY STANDARD
 GY0274'DISK, STAMPED U 52 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1707 ***********************************************************************
 HX1707  DESIGNATION -  U 6
 HX1707  PID         -  HX1707
 HX1707  STATE/COUNTY-  WV/WIRT
 HX1707  USGS QUAD   -  REEDY (1975)
 HX1707
 HX1707                         *CURRENT SURVEY CONTROL
 HX1707  ___________________________________________________________________
 HX1707* NAD 83(1986)-  38 56 20.     (N)    081 23 18.     (W)     SCALED    
 HX1707* NAVD 88     -       214.930  (meters)     705.15   (feet)  ADJUSTED  
 HX1707  ___________________________________________________________________
 HX1707  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HX1707  DYNAMIC HT  -         214.791 (meters)     704.69  (feet)  COMP
 HX1707  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 HX1707
 HX1707  VERT ORDER  -  SECOND    CLASS 0
 HX1707
 HX1707.The horizontal coordinates were scaled from a topographic map and have
 HX1707.an estimated accuracy of +/- 6 seconds.
 HX1707
 HX1707.The orthometric height was determined by differential leveling
 HX1707.and adjusted by the National Geodetic Survey in June 1991..
 HX1707
 HX1707.The geoid height was determined by GEOID03.
 HX1707
 HX1707.The dynamic height is computed by dividing the NAVD 88
 HX1707.geopotential number by the normal gravity value computed on the
 HX1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1707.degrees latitude (g = 980.6199 gals.).
 HX1707
 HX1707.The modeled gravity was interpolated from observed gravity values.
 HX1707
 HX1707;                    North         East    Units  Estimated Accuracy
 HX1707;SPC WV N     -    50,450.      436,290.      MT  (+/- 180 meters Scaled)
 HX1707
 HX1707                          SUPERSEDED SURVEY CONTROL
 HX1707
 HX1707  NGVD 29 (??/??/92)  215.085  (m)          705.66   (f) ADJ UNCH    2 0
 HX1707
 HX1707.Superseded values are not recommended for survey control.
 HX1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1707.See file dsdata.txt to determine how the superseded data were derived.
 HX1707
 HX1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD663100(NAD 83)
 HX1707_MARKER: DB = BENCH MARK DISK
 HX1707_SETTING: 66 = SET IN ROCK OUTCROP
 HX1707_SP_SET: ROCK OUTCROP
 HX1707_STAMPING: U 6 1933
 HX1707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1707+STABILITY: POSITION/ELEVATION WELL
 HX1707
 HX1707  HISTORY     - Date     Condition        Report By
 HX1707  HISTORY     - 1933     MONUMENTED       CGS
 HX1707  HISTORY     - 1941     GOOD             NGS
 HX1707
 HX1707                          STATION DESCRIPTION
 HX1707
 HX1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HX1707'0.6 MI S FROM LUCILLE.
 HX1707'0.6 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER LEE
 HX1707'RUN AT LUCILE, ABOUT 100 YARDS NORTH OF THE SUMMIT OF A HILL,
 HX1707'ABOUT 115 FEET NORTH OF A CULVERT OPPOSITE THE DRIVEWAY LEADING
 HX1707'TO THE C.W. LEE FARMHOUSE, 18.7 FEET EAST OF THE CENTERLINE OF
 HX1707'THE HIGHWAY, OPPOSITE A GUARDRAIL, IN THE TOP OF A ROCK OUTCROP,
 HX1707'2.3 FEET NORTH OF A WHITE WOODEN POST STENCILED U.S.B.M., AND
 HX1707'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED U 6 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0376 ***********************************************************************
 JW0376  DESIGNATION -  U 60
 JW0376  PID         -  JW0376
 JW0376  STATE/COUNTY-  WV/HARDY
 JW0376  USGS QUAD   -  MOOREFIELD (1981)
 JW0376
 JW0376                         *CURRENT SURVEY CONTROL
 JW0376  ___________________________________________________________________
 JW0376* NAD 83(1986)-  39 05 23.     (N)    078 52 58.     (W)     SCALED    
 JW0376* NAVD 88     -       524.206  (meters)    1719.83   (feet)  ADJUSTED  
 JW0376  ___________________________________________________________________
 JW0376  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JW0376  DYNAMIC HT  -         523.870 (meters)    1718.73  (feet)  COMP
 JW0376  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 JW0376
 JW0376  VERT ORDER  -  SECOND    CLASS 0
 JW0376
 JW0376.The horizontal coordinates were scaled from a topographic map and have
 JW0376.an estimated accuracy of +/- 6 seconds.
 JW0376
 JW0376.The orthometric height was determined by differential leveling
 JW0376.and adjusted by the National Geodetic Survey in June 1991..
 JW0376
 JW0376.The geoid height was determined by GEOID03.
 JW0376
 JW0376.The dynamic height is computed by dividing the NAVD 88
 JW0376.geopotential number by the normal gravity value computed on the
 JW0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0376.degrees latitude (g = 980.6199 gals.).
 JW0376
 JW0376.The modeled gravity was interpolated from observed gravity values.
 JW0376
 JW0376;                    North         East    Units  Estimated Accuracy
 JW0376;SPC WV N     -    65,650.      653,400.      MT  (+/- 180 meters Scaled)
 JW0376
 JW0376                          SUPERSEDED SURVEY CONTROL
 JW0376
 JW0376  NGVD 29 (??/??/92)  524.366  (m)         1720.36   (f) ADJ UNCH    2 0
 JW0376
 JW0376.Superseded values are not recommended for survey control.
 JW0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0376.See file dsdata.txt to determine how the superseded data were derived.
 JW0376
 JW0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD831288(NAD 83)
 JW0376_MARKER: DB = BENCH MARK DISK
 JW0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0376_SP_SET: CULVERT
 JW0376_STAMPING: U 60 1935
 JW0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0376
 JW0376  HISTORY     - Date     Condition        Report By
 JW0376  HISTORY     - 1935     MONUMENTED       CGS
 JW0376  HISTORY     - 1962     GOOD             NGS
 JW0376
 JW0376                          STATION DESCRIPTION
 JW0376
 JW0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JW0376'5.7 MI NE FROM MOOREFIELD.
 JW0376'5.7 MILES NORTHEAST ALONG FORMER STATE HIGHWAY 23 FROM THE
 JW0376'BALTIMORE AND OHIO RAILROAD STATION AT MOOREFIELD, HARDY COUNTY,
 JW0376'16 FEET NORTHEAST OF A CONCRETE WATER TROUGH AND DRINKING WATER,
 JW0376'AT A CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE CONCRETE
 JW0376'HEADWALL, AND 21 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 JW0376'A STANDARD DISK, STAMPED U 60 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1678 ***********************************************************************
 HW1678  DESIGNATION -  U 61
 HW1678  PID         -  HW1678
 HW1678  STATE/COUNTY-  WV/PENDLETON
 HW1678  USGS QUAD   -  SUGAR GROVE (1981)
 HW1678
 HW1678                         *CURRENT SURVEY CONTROL
 HW1678  ___________________________________________________________________
 HW1678* NAD 83(1986)-  38 30 27.     (N)    079 16 22.     (W)     SCALED    
 HW1678* NAVD 88     -       650.116  (meters)    2132.92   (feet)  ADJUSTED  
 HW1678  ___________________________________________________________________
 HW1678  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 HW1678  DYNAMIC HT  -         649.588 (meters)    2131.19  (feet)  COMP
 HW1678  MODELED GRAV-     979,796.0   (mgal)                       NAVD 88
 HW1678
 HW1678  VERT ORDER  -  SECOND    CLASS 0
 HW1678
 HW1678.The horizontal coordinates were scaled from a topographic map and have
 HW1678.an estimated accuracy of +/- 6 seconds.
 HW1678
 HW1678.The orthometric height was determined by differential leveling
 HW1678.and adjusted by the National Geodetic Survey in June 1991..
 HW1678
 HW1678.The geoid height was determined by GEOID03.
 HW1678
 HW1678.The dynamic height is computed by dividing the NAVD 88
 HW1678.geopotential number by the normal gravity value computed on the
 HW1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1678.degrees latitude (g = 980.6199 gals.).
 HW1678
 HW1678.The modeled gravity was interpolated from observed gravity values.
 HW1678
 HW1678;                    North         East    Units  Estimated Accuracy
 HW1678;SPC WV S     -   168,720.      750,640.      MT  (+/- 180 meters Scaled)
 HW1678
 HW1678                          SUPERSEDED SURVEY CONTROL
 HW1678
 HW1678  NGVD 29 (??/??/92)  650.166  (m)         2133.09   (f) ADJ UNCH    2 0
 HW1678
 HW1678.Superseded values are not recommended for survey control.
 HW1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1678.See file dsdata.txt to determine how the superseded data were derived.
 HW1678
 HW1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC506635(NAD 83)
 HW1678_MARKER: DB = BENCH MARK DISK
 HW1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1678_STAMPING: U 61 1935
 HW1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1678+STABILITY: SURFACE MOTION
 HW1678
 HW1678  HISTORY     - Date     Condition        Report By
 HW1678  HISTORY     - 1935     MONUMENTED       CGS
 HW1678  HISTORY     - 1961     GOOD             NGS
 HW1678
 HW1678                          STATION DESCRIPTION
 HW1678
 HW1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1678'3.7 MI E FROM SUGAR GROVE.
 HW1678'3.7 MILES EAST ALONG ROAD 25 FROM SUGAR GROVE, PENDLETON COUNTY,
 HW1678'AT THE JUNCTION OF THE CAMP LITTLE FORK ROAD LEADING NORTH, IN
 HW1678'THE TRIANGLE AT THE JUNCTION, 27 FEET NORTH OF THE CENTERLINE
 HW1678'OF ROAD 25, 27 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING
 HW1678'NORTH, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.  A STANDARD
 HW1678'DISK, STAMPED U 61 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HW1678
 HW1678                          STATION RECOVERY (1961)
 HW1678
 HW1678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HW1678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1918 ***********************************************************************
 HX1918  DESIGNATION -  U 7
 HX1918  PID         -  HX1918
 HX1918  STATE/COUNTY-  WV/KANAWHA
 HX1918  USGS QUAD   -  BLUE CREEK (1995)
 HX1918
 HX1918                         *CURRENT SURVEY CONTROL
 HX1918  ___________________________________________________________________
 HX1918* NAD 83(1986)-  38 27 39.     (N)    081 25 43.     (W)     SCALED    
 HX1918* NAVD 88     -       188.361  (meters)     617.98   (feet)  ADJUSTED  
 HX1918  ___________________________________________________________________
 HX1918  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HX1918  DYNAMIC HT  -         188.231 (meters)     617.55  (feet)  COMP
 HX1918  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 HX1918
 HX1918  VERT ORDER  -  SECOND    CLASS 0
 HX1918
 HX1918.The horizontal coordinates were scaled from a topographic map and have
 HX1918.an estimated accuracy of +/- 6 seconds.
 HX1918
 HX1918.The orthometric height was determined by differential leveling
 HX1918.and adjusted by the National Geodetic Survey in June 1991..
 HX1918
 HX1918.The geoid height was determined by GEOID03.
 HX1918
 HX1918.The dynamic height is computed by dividing the NAVD 88
 HX1918.geopotential number by the normal gravity value computed on the
 HX1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1918.degrees latitude (g = 980.6199 gals.).
 HX1918
 HX1918.The modeled gravity was interpolated from observed gravity values.
 HX1918
 HX1918;                    North         East    Units  Estimated Accuracy
 HX1918;SPC WV S     -   162,220.      562,590.      MT  (+/- 180 meters Scaled)
 HX1918
 HX1918                          SUPERSEDED SURVEY CONTROL
 HX1918
 HX1918  NGVD 29 (??/??/92)  188.546  (m)          618.59   (f) ADJ UNCH    2 0
 HX1918
 HX1918.Superseded values are not recommended for survey control.
 HX1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1918.See file dsdata.txt to determine how the superseded data were derived.
 HX1918
 HX1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC626570(NAD 83)
 HX1918_MARKER: DB = BENCH MARK DISK
 HX1918_SETTING: 66 = SET IN ROCK OUTCROP
 HX1918_SP_SET: ROCK LEDGE
 HX1918_STAMPING: U 7 1933
 HX1918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1918+STABILITY: POSITION/ELEVATION WELL
 HX1918
 HX1918  HISTORY     - Date     Condition        Report By
 HX1918  HISTORY     - 1933     MONUMENTED       CGS
 HX1918
 HX1918                          STATION DESCRIPTION
 HX1918
 HX1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1918'1.7 MI W FROM FALLING ROCK.
 HX1918'ABOUT 1.7 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1918'THE POST OFFICE AT FALLING ROCK, KANAWHA COUNTY, ABOUT 39 1/2
 HX1918'RAILS EAST OF MILEPOST C 15, 9 FEET SOUTH OF THE CENTER LINE
 HX1918'OF THE TRACK, IN THE TOP OF A ROCK LEDGE AT THE BASE OF A LARGE
 HX1918'ROCK OUTCROP, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 HX1918'STAMPED U 7 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1708 ***********************************************************************
 HX1708  DESIGNATION -  U 76
 HX1708  PID         -  HX1708
 HX1708  STATE/COUNTY-  WV/WIRT
 HX1708  USGS QUAD   -  REEDY (1975)
 HX1708
 HX1708                         *CURRENT SURVEY CONTROL
 HX1708  ___________________________________________________________________
 HX1708* NAD 83(1986)-  38 55 27.     (N)    081 23 50.     (W)     SCALED    
 HX1708* NAVD 88     -       208.610  (meters)     684.41   (feet)  ADJUSTED  
 HX1708  ___________________________________________________________________
 HX1708  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HX1708  DYNAMIC HT  -         208.476 (meters)     683.98  (feet)  COMP
 HX1708  MODELED GRAV-     979,977.6   (mgal)                       NAVD 88
 HX1708
 HX1708  VERT ORDER  -  SECOND    CLASS 0
 HX1708
 HX1708.The horizontal coordinates were scaled from a topographic map and have
 HX1708.an estimated accuracy of +/- 6 seconds.
 HX1708
 HX1708.The orthometric height was determined by differential leveling
 HX1708.and adjusted by the National Geodetic Survey in June 1991..
 HX1708
 HX1708.The geoid height was determined by GEOID03.
 HX1708
 HX1708.The dynamic height is computed by dividing the NAVD 88
 HX1708.geopotential number by the normal gravity value computed on the
 HX1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1708.degrees latitude (g = 980.6199 gals.).
 HX1708
 HX1708.The modeled gravity was interpolated from observed gravity values.
 HX1708
 HX1708;                    North         East    Units  Estimated Accuracy
 HX1708;SPC WV N     -    48,830.      435,490.      MT  (+/- 180 meters Scaled)
 HX1708
 HX1708                          SUPERSEDED SURVEY CONTROL
 HX1708
 HX1708  NGVD 29 (??/??/92)  208.765  (m)          684.92   (f) ADJ UNCH    2 0
 HX1708
 HX1708.Superseded values are not recommended for survey control.
 HX1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1708.See file dsdata.txt to determine how the superseded data were derived.
 HX1708
 HX1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD655084(NAD 83)
 HX1708_MARKER: DB = BENCH MARK DISK
 HX1708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1708_SP_SET: CULVERT
 HX1708_STAMPING: U 76 1941
 HX1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1708
 HX1708  HISTORY     - Date     Condition        Report By
 HX1708  HISTORY     - 1941     MONUMENTED       CGS
 HX1708
 HX1708                          STATION DESCRIPTION
 HX1708
 HX1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HX1708'1.7 MI S FROM LUCILE.
 HX1708'1.7 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER LEE
 HX1708'RUN AT LUCILE, AT THE END OF A GUARD RAIL, AT A CULVERT, IN THE
 HX1708'TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL, 18 FEET WEST
 HX1708'OF THE CENTERLINE OF THE HIGHWAY, AND 6.5 FEET NORTH OF A WHITE
 HX1708'WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED U 76 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0042 ***********************************************************************
 JW0042  DESIGNATION -  U 77
 JW0042  PID         -  JW0042
 JW0042  STATE/COUNTY-  WV/MORGAN
 JW0042  USGS QUAD   -  PAW PAW (1974)
 JW0042
 JW0042                         *CURRENT SURVEY CONTROL
 JW0042  ___________________________________________________________________
 JW0042* NAD 83(1986)-  39 34 16.     (N)    078 26 49.     (W)     SCALED    
 JW0042* NAVD 88     -       159.433  (meters)     523.07   (feet)  ADJUSTED  
 JW0042  ___________________________________________________________________
 JW0042  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JW0042  DYNAMIC HT  -         159.339 (meters)     522.76  (feet)  COMP
 JW0042  MODELED GRAV-     980,034.7   (mgal)                       NAVD 88
 JW0042
 JW0042  VERT ORDER  -  FIRST     CLASS II
 JW0042
 JW0042.The horizontal coordinates were scaled from a topographic map and have
 JW0042.an estimated accuracy of +/- 6 seconds.
 JW0042
 JW0042.The orthometric height was determined by differential leveling
 JW0042.and adjusted by the National Geodetic Survey in June 1991..
 JW0042
 JW0042.The geoid height was determined by GEOID03.
 JW0042
 JW0042.The dynamic height is computed by dividing the NAVD 88
 JW0042.geopotential number by the normal gravity value computed on the
 JW0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0042.degrees latitude (g = 980.6199 gals.).
 JW0042
 JW0042.The modeled gravity was interpolated from observed gravity values.
 JW0042
 JW0042;                    North         East    Units  Estimated Accuracy
 JW0042;SPC WV N     -   119,440.      690,480.      MT  (+/- 180 meters Scaled)
 JW0042
 JW0042                          SUPERSEDED SURVEY CONTROL
 JW0042
 JW0042  NGVD 29 (??/??/92)  159.635  (m)          523.74   (f) ADJ UNCH    1 2
 JW0042
 JW0042.Superseded values are not recommended for survey control.
 JW0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0042.See file dsdata.txt to determine how the superseded data were derived.
 JW0042
 JW0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD192832(NAD 83)
 JW0042_MARKER: DB = BENCH MARK DISK
 JW0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0042_SP_SET: SIGNAL TOWER
 JW0042_STAMPING: U 77 1941
 JW0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0042
 JW0042  HISTORY     - Date     Condition        Report By
 JW0042  HISTORY     - 1941     MONUMENTED       CGS
 JW0042
 JW0042                          STATION DESCRIPTION
 JW0042
 JW0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0042'12.3 MI NE FROM OLDTOWN.
 JW0042'12.3 MILES NORTHEAST ALONG THE WESTERN MARYLAND RAILROAD FROM
 JW0042'THE STATION AT OLDTOWN, 44 RAILS NORTHWEST OF MILE-POST NO. 139,
 JW0042'SET IN THE SOUTH CORNER OF AN OLD SIGNAL TOWER, 46 FEET NORTHEAST
 JW0042'OF SIGNAL TOWER NO. A-1388, 189 FEET NORTHWEST OF THE WEST
 JW0042'CORNER OF A WATCHMANS SHANTY, 29.2 FEET NORTHEAST OF THE
 JW0042'NORTHEAST RAIL OF THE MAIN TRACK, A STANDARD DISK STAMPED
 JW0042'U-77 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3171 ***********************************************************************
 JV3171  DESIGNATION -  U 78
 JV3171  PID         -  JV3171
 JV3171  STATE/COUNTY-  WV/JEFFERSON
 JV3171  USGS QUAD   -  ROUND HILL (1981)
 JV3171
 JV3171                         *CURRENT SURVEY CONTROL
 JV3171  ___________________________________________________________________
 JV3171* NAD 83(1986)-  39 14 13.     (N)    077 48 07.     (W)     SCALED    
 JV3171* NAVD 88     -       177.135  (meters)     581.15   (feet)  ADJUSTED  
 JV3171  ___________________________________________________________________
 JV3171  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JV3171  DYNAMIC HT  -         177.029 (meters)     580.80  (feet)  COMP
 JV3171  MODELED GRAV-     980,027.8   (mgal)                       NAVD 88
 JV3171
 JV3171  VERT ORDER  -  SECOND    CLASS 0
 JV3171
 JV3171.The horizontal coordinates were scaled from a topographic map and have
 JV3171.an estimated accuracy of +/- 6 seconds.
 JV3171
 JV3171.The orthometric height was determined by differential leveling
 JV3171.and adjusted by the National Geodetic Survey in June 1991..
 JV3171
 JV3171.The geoid height was determined by GEOID03.
 JV3171
 JV3171.The dynamic height is computed by dividing the NAVD 88
 JV3171.geopotential number by the normal gravity value computed on the
 JV3171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3171.degrees latitude (g = 980.6199 gals.).
 JV3171
 JV3171.The modeled gravity was interpolated from observed gravity values.
 JV3171
 JV3171;                    North         East    Units  Estimated Accuracy
 JV3171;SPC WV N     -    83,200.      746,590.      MT  (+/- 180 meters Scaled)
 JV3171
 JV3171                          SUPERSEDED SURVEY CONTROL
 JV3171
 JV3171  NGVD 29 (??/??/??)  177.342  (m)          581.83   (f) ADJUSTED    2 0
 JV3171
 JV3171.Superseded values are not recommended for survey control.
 JV3171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3171.See file dsdata.txt to determine how the superseded data were derived.
 JV3171
 JV3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ581468(NAD 83)
 JV3171_MARKER: DB = BENCH MARK DISK
 JV3171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3171_SP_SET: CULVERT HEADWALL
 JV3171_STAMPING: U 78 1942
 JV3171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3171
 JV3171  HISTORY     - Date     Condition        Report By
 JV3171  HISTORY     - 1942     MONUMENTED       CGS
 JV3171
 JV3171                          STATION DESCRIPTION
 JV3171
 JV3171'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3171'5 MI SE FROM CHARLES TOWN.
 JV3171'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 JV3171'AT CHARLES TOWN, JEFFERSON COUNTY, THENCE ABOUT 0.8 MILE SOUTHWEST
 JV3171'ALONG AN OLD COUNTRY ROAD, ABOUT 175 FEET SOUTHWEST OF A TIN-ROOFED
 JV3171'BARN, IN THE NORTHWEST MASONRY HEAD WALL OF AN 18-INCH METAL
 JV3171'CULVERT, 38 FEET NORTHEAST OF A FENCE CORNER, 16 FEET NORTHWEST
 JV3171'OF THE CENTER LINE OF THE ROAD, AND 5 FEET SOUTHEAST OF THE
 JV3171'FENCE.  A STANDARD DISK, STAMPED U 78 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0144 ***********************************************************************
 JX0144  DESIGNATION -  U 79
 JX0144  PID         -  JX0144
 JX0144  STATE/COUNTY-  WV/HARRISON
 JX0144  USGS QUAD   -  CLARKSBURG (1976)
 JX0144
 JX0144                         *CURRENT SURVEY CONTROL
 JX0144  ___________________________________________________________________
 JX0144* NAD 83(1986)-  39 17 18.     (N)    080 16 22.     (W)     SCALED    
 JX0144* NAVD 88     -       316.695  (meters)    1039.02   (feet)  ADJUSTED  
 JX0144  ___________________________________________________________________
 JX0144  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JX0144  DYNAMIC HT  -         316.499 (meters)    1038.38  (feet)  COMP
 JX0144  MODELED GRAV-     979,998.2   (mgal)                       NAVD 88
 JX0144
 JX0144  VERT ORDER  -  FIRST     CLASS II
 JX0144
 JX0144.The horizontal coordinates were scaled from a topographic map and have
 JX0144.an estimated accuracy of +/- 6 seconds.
 JX0144
 JX0144.The orthometric height was determined by differential leveling
 JX0144.and adjusted by the National Geodetic Survey in June 1991..
 JX0144
 JX0144.The geoid height was determined by GEOID03.
 JX0144
 JX0144.The dynamic height is computed by dividing the NAVD 88
 JX0144.geopotential number by the normal gravity value computed on the
 JX0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0144.degrees latitude (g = 980.6199 gals.).
 JX0144
 JX0144.The modeled gravity was interpolated from observed gravity values.
 JX0144
 JX0144;                    North         East    Units  Estimated Accuracy
 JX0144;SPC WV N     -    87,810.      533,330.      MT  (+/- 180 meters Scaled)
 JX0144
 JX0144                          SUPERSEDED SURVEY CONTROL
 JX0144
 JX0144  NGVD 29 (??/??/92)  316.881  (m)         1039.63   (f) ADJ UNCH    1 2
 JX0144
 JX0144.Superseded values are not recommended for survey control.
 JX0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0144.See file dsdata.txt to determine how the superseded data were derived.
 JX0144
 JX0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND627490(NAD 83)
 JX0144_MARKER: DB = BENCH MARK DISK
 JX0144_SETTING: 66 = SET IN ROCK OUTCROP
 JX0144_SP_SET: OUTCROP
 JX0144_STAMPING: U 79 1943
 JX0144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0144+STABILITY: POSITION/ELEVATION WELL
 JX0144
 JX0144  HISTORY     - Date     Condition        Report By
 JX0144  HISTORY     - 1943     MONUMENTED       CGS
 JX0144
 JX0144                          STATION DESCRIPTION
 JX0144
 JX0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0144'1.2 MI W FROM BRIDGEPORT.
 JX0144'1.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0144'STATION AT BRIDGEPORT, HARRISON COUNTY, 200 FEET EAST OF POLE
 JX0144'298+25, 46 FEET EAST OF A SWITCH STAND, AT THE WEST END OF A
 JX0144'LONG CUT, 9 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN THE
 JX0144'TOP OF A PROJECTING ROCK OUTCROP, AND LEVEL WITH THE TRACK.  A
 JX0144'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1459 ***********************************************************************
 HX1459  DESIGNATION -  U 8
 HX1459  PID         -  HX1459
 HX1459  STATE/COUNTY-  WV/GILMER
 HX1459  USGS QUAD   -  GLENVILLE (1976)
 HX1459
 HX1459                         *CURRENT SURVEY CONTROL
 HX1459  ___________________________________________________________________
 HX1459* NAD 83(1986)-  38 56 04.     (N)    080 50 15.     (W)     SCALED    
 HX1459* NAVD 88     -       221.329  (meters)     726.14   (feet)  ADJUSTED  
 HX1459  ___________________________________________________________________
 HX1459  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HX1459  DYNAMIC HT  -         221.186 (meters)     725.67  (feet)  COMP
 HX1459  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 HX1459
 HX1459  VERT ORDER  -  SECOND    CLASS 0
 HX1459
 HX1459.The horizontal coordinates were scaled from a topographic map and have
 HX1459.an estimated accuracy of +/- 6 seconds.
 HX1459
 HX1459.The orthometric height was determined by differential leveling
 HX1459.and adjusted by the National Geodetic Survey in June 1991..
 HX1459
 HX1459.The geoid height was determined by GEOID03.
 HX1459
 HX1459.The dynamic height is computed by dividing the NAVD 88
 HX1459.geopotential number by the normal gravity value computed on the
 HX1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1459.degrees latitude (g = 980.6199 gals.).
 HX1459
 HX1459.The modeled gravity was interpolated from observed gravity values.
 HX1459
 HX1459;                    North         East    Units  Estimated Accuracy
 HX1459;SPC WV S     -   214,720.      614,090.      MT  (+/- 180 meters Scaled)
 HX1459
 HX1459                          SUPERSEDED SURVEY CONTROL
 HX1459
 HX1459  NGVD 29 (??/??/92)  221.496  (m)          726.69   (f) ADJ UNCH    2 0
 HX1459
 HX1459.Superseded values are not recommended for survey control.
 HX1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1459.See file dsdata.txt to determine how the superseded data were derived.
 HX1459
 HX1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND140095(NAD 83)
 HX1459_MARKER: DB = BENCH MARK DISK
 HX1459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1459_SP_SET: BUILDING
 HX1459_STAMPING: U 8 1933
 HX1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1459
 HX1459  HISTORY     - Date     Condition        Report By
 HX1459  HISTORY     - 1933     MONUMENTED       CGS
 HX1459
 HX1459                          STATION DESCRIPTION
 HX1459
 HX1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1459'AT GLENVILLE.
 HX1459'AT GLENVILLE, GILMER COUNTY, ON U.S. HIGHWAY 33, 120 YARDS EAST
 HX1459'OF THE EAST END OF THE STEEL BRIDGE OVER LITTLE KANAWHA RIVER,
 HX1459'9 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, 8 YARDS EAST
 HX1459'OF THE CENTERLINE OF MAIN STREET, IN THE NORTH FACE OF THE
 HX1459'GLENVILLE GARAGE CO. BUILDING, 1 FOOT EAST OF THE NORTHWEST
 HX1459'CORNER, AND 1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 HX1459'U 8 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0252 ***********************************************************************
 JX0252  DESIGNATION -  U 80
 JX0252  PID         -  JX0252
 JX0252  STATE/COUNTY-  WV/DODDRIDGE
 JX0252  USGS QUAD   -  SMITHBURG (1976)
 JX0252
 JX0252                         *CURRENT SURVEY CONTROL
 JX0252  ___________________________________________________________________
 JX0252* NAD 83(1986)-  39 16 20.     (N)    080 38 26.     (W)     SCALED    
 JX0252* NAVD 88     -       267.758  (meters)     878.47   (feet)  POSTED    
 JX0252  ___________________________________________________________________
 JX0252  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JX0252  DYNAMIC HT  -         267.590 (meters)     877.92  (feet)  COMP
 JX0252  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 JX0252
 JX0252  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0252
 JX0252.The horizontal coordinates were scaled from a topographic map and have
 JX0252.an estimated accuracy of +/- 6 seconds.
 JX0252
 JX0252.The orthometric height was determined by differential leveling
 JX0252.and adjusted by the National Geodetic Survey in 1992..
 JX0252.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0252.rate of 0.0 thru 1.0 mm/km.
 JX0252
 JX0252.The geoid height was determined by GEOID03.
 JX0252
 JX0252.The dynamic height is computed by dividing the NAVD 88
 JX0252.geopotential number by the normal gravity value computed on the
 JX0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0252.degrees latitude (g = 980.6199 gals.).
 JX0252
 JX0252.The modeled gravity was interpolated from observed gravity values.
 JX0252
 JX0252;                    North         East    Units  Estimated Accuracy
 JX0252;SPC WV N     -    86,350.      501,580.      MT  (+/- 180 meters Scaled)
 JX0252
 JX0252                          SUPERSEDED SURVEY CONTROL
 JX0252
 JX0252  NGVD 29 (??/??/92)  267.907  (m)          878.96   (f) ADJ UNCH    1 2
 JX0252
 JX0252.Superseded values are not recommended for survey control.
 JX0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0252.See file dsdata.txt to determine how the superseded data were derived.
 JX0252
 JX0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND310470(NAD 83)
 JX0252_MARKER: DB = BENCH MARK DISK
 JX0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0252_SP_SET: BRIDGE
 JX0252_STAMPING: U 80 1943
 JX0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0252
 JX0252  HISTORY     - Date     Condition        Report By
 JX0252  HISTORY     - 1943     MONUMENTED       CGS
 JX0252
 JX0252                          STATION DESCRIPTION
 JX0252
 JX0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0252'0.6 MI E FROM LONG RUN.
 JX0252'0.6 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0252'STATION AT LONG RUN, DODDRIDGE COUNTY, MIDWAY BETWEEN THE
 JX0252'SECOND AND THIRD POLES EAST OF POLE 320+30, AT BRIDGE 16, IN THE
 JX0252'TOP OF THE EAST END OF THE NORTH WALL, 9 FEET NORTH OF THE
 JX0252'CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 JX0252'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0285 ***********************************************************************
 JX0285  DESIGNATION -  U 81
 JX0285  PID         -  JX0285
 JX0285  STATE/COUNTY-  WV/RITCHIE
 JX0285  USGS QUAD   -  PENNSBORO (1987)
 JX0285
 JX0285                         *CURRENT SURVEY CONTROL
 JX0285  ___________________________________________________________________
 JX0285* NAD 83(1986)-  39 17 05.     (N)    080 58 08.     (W)     SCALED    
 JX0285* NAVD 88     -       264.118  (meters)     866.53   (feet)  ADJUSTED  
 JX0285  ___________________________________________________________________
 JX0285  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JX0285  DYNAMIC HT  -         263.952 (meters)     865.98  (feet)  COMP
 JX0285  MODELED GRAV-     979,994.6   (mgal)                       NAVD 88
 JX0285
 JX0285  VERT ORDER  -  FIRST     CLASS II
 JX0285
 JX0285.The horizontal coordinates were scaled from a topographic map and have
 JX0285.an estimated accuracy of +/- 6 seconds.
 JX0285
 JX0285.The orthometric height was determined by differential leveling
 JX0285.and adjusted by the National Geodetic Survey in June 1991..
 JX0285
 JX0285.The geoid height was determined by GEOID03.
 JX0285
 JX0285.The dynamic height is computed by dividing the NAVD 88
 JX0285.geopotential number by the normal gravity value computed on the
 JX0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0285.degrees latitude (g = 980.6199 gals.).
 JX0285
 JX0285.The modeled gravity was interpolated from observed gravity values.
 JX0285
 JX0285;                    North         East    Units  Estimated Accuracy
 JX0285;SPC WV N     -    88,150.      473,280.      MT  (+/- 180 meters Scaled)
 JX0285
 JX0285                          SUPERSEDED SURVEY CONTROL
 JX0285
 JX0285  NGVD 29 (??/??/92)  264.298  (m)          867.12   (f) ADJ UNCH    1 2
 JX0285
 JX0285.Superseded values are not recommended for survey control.
 JX0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0285.See file dsdata.txt to determine how the superseded data were derived.
 JX0285
 JX0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND026483(NAD 83)
 JX0285_MARKER: DB = BENCH MARK DISK
 JX0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0285_SP_SET: BUILDING
 JX0285_STAMPING: U 81 1943
 JX0285_MARK LOGO: CGS   
 JX0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0285
 JX0285  HISTORY     - Date     Condition        Report By
 JX0285  HISTORY     - 1943     MONUMENTED       CGS
 JX0285  HISTORY     - 1957     GOOD             NGS
 JX0285  HISTORY     - 1983     GOOD             NGS
 JX0285
 JX0285                          STATION DESCRIPTION
 JX0285
 JX0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0285'AT PENNSBORO.
 JX0285'AT PENNSBORO, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 JX0285'BALTIMORE AND OHIO RAILROAD STATION, 14 FEET NORTHEAST OF
 JX0285'NORTHEAST RAIL, 120 FEET NORTHWEST OF CENTER OF CROSSING OF
 JX0285'MAIN STREET AND TRACK, 1 FOOT SOUTHEAST OF WEST CORNER OF
 JX0285'STATION AND 4 1/2 FEET ABOVE LEVEL OF TRACKS.
 JX0285
 JX0285                          STATION RECOVERY (1983)
 JX0285
 JX0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0957 ***********************************************************************
 JX0957  DESIGNATION -  U 82
 JX0957  PID         -  JX0957
 JX0957  STATE/COUNTY-  WV/RITCHIE
 JX0957  USGS QUAD   -  CAIRO (1986)
 JX0957
 JX0957                         *CURRENT SURVEY CONTROL
 JX0957  ___________________________________________________________________
 JX0957* NAD 83(1986)-  39 11 56.     (N)    081 14 03.     (W)     SCALED    
 JX0957* NAVD 88     -       232.711  (meters)     763.49   (feet)  ADJUSTED  
 JX0957  ___________________________________________________________________
 JX0957  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JX0957  DYNAMIC HT  -         232.566 (meters)     763.01  (feet)  COMP
 JX0957  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 JX0957
 JX0957  VERT ORDER  -  FIRST     CLASS II
 JX0957
 JX0957.The horizontal coordinates were scaled from a topographic map and have
 JX0957.an estimated accuracy of +/- 6 seconds.
 JX0957
 JX0957.The orthometric height was determined by differential leveling
 JX0957.and adjusted by the National Geodetic Survey in June 1991..
 JX0957
 JX0957.The geoid height was determined by GEOID03.
 JX0957
 JX0957.The dynamic height is computed by dividing the NAVD 88
 JX0957.geopotential number by the normal gravity value computed on the
 JX0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0957.degrees latitude (g = 980.6199 gals.).
 JX0957
 JX0957.The modeled gravity was interpolated from observed gravity values.
 JX0957
 JX0957;                    North         East    Units  Estimated Accuracy
 JX0957;SPC WV N     -    79,030.      450,210.      MT  (+/- 180 meters Scaled)
 JX0957
 JX0957                          SUPERSEDED SURVEY CONTROL
 JX0957
 JX0957  NGVD 29 (??/??/92)  232.889  (m)          764.07   (f) ADJ UNCH    1 2
 JX0957
 JX0957.Superseded values are not recommended for survey control.
 JX0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0957.See file dsdata.txt to determine how the superseded data were derived.
 JX0957
 JX0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD797388(NAD 83)
 JX0957_MARKER: DB = BENCH MARK DISK
 JX0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0957_SP_SET: SIGNAL BASE
 JX0957_STAMPING: U 82 1943
 JX0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0957
 JX0957  HISTORY     - Date     Condition        Report By
 JX0957  HISTORY     - 1943     MONUMENTED       CGS
 JX0957
 JX0957                          STATION DESCRIPTION
 JX0957
 JX0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0957'2.2 MI E FROM PETROLEUM.
 JX0957'2.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0957'STATION AT PETROLEUM, RITCHIE COUNTY, ABOUT 250 FEET NORTHEAST
 JX0957'OF A DIRT-ROAD CROSSING, AT SIGNAL E 359-21, IN THE TOP OF THE
 JX0957'SOUTH CORNER OF THE CONCRETE BASE, 8 FEET SOUTHEAST OF THE
 JX0957'CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 JX0957'DISK, STAMPED U 82 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1199 ***********************************************************************
 JX1199  DESIGNATION -  U 83
 JX1199  PID         -  JX1199
 JX1199  STATE/COUNTY-  WV/WOOD
 JX1199  USGS QUAD   -  PARKERSBURG (1994)
 JX1199
 JX1199                         *CURRENT SURVEY CONTROL
 JX1199  ___________________________________________________________________
 JX1199* NAD 83(1986)-  39 15 37.     (N)    081 32 43.     (W)     SCALED    
 JX1199* NAVD 88     -       191.029  (meters)     626.73   (feet)  ADJUSTED  
 JX1199  ___________________________________________________________________
 JX1199  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX1199  DYNAMIC HT  -         190.910 (meters)     626.34  (feet)  COMP
 JX1199  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 JX1199
 JX1199  VERT ORDER  -  FIRST     CLASS II
 JX1199
 JX1199.The horizontal coordinates were scaled from a topographic map and have
 JX1199.an estimated accuracy of +/- 6 seconds.
 JX1199
 JX1199.The orthometric height was determined by differential leveling
 JX1199.and adjusted by the National Geodetic Survey in June 1991..
 JX1199
 JX1199.The geoid height was determined by GEOID03.
 JX1199
 JX1199.The dynamic height is computed by dividing the NAVD 88
 JX1199.geopotential number by the normal gravity value computed on the
 JX1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1199.degrees latitude (g = 980.6199 gals.).
 JX1199
 JX1199.The modeled gravity was interpolated from observed gravity values.
 JX1199
 JX1199;                    North         East    Units  Estimated Accuracy
 JX1199;SPC WV N     -    86,410.      423,500.      MT  (+/- 180 meters Scaled)
 JX1199
 JX1199                          SUPERSEDED SURVEY CONTROL
 JX1199
 JX1199  NGVD 29 (??/??/92)  191.218  (m)          627.35   (f) ADJ UNCH    1 2
 JX1199
 JX1199.Superseded values are not recommended for survey control.
 JX1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1199.See file dsdata.txt to determine how the superseded data were derived.
 JX1199
 JX1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD529458(NAD 83)
 JX1199_MARKER: DB = BENCH MARK DISK
 JX1199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1199_SP_SET: SIGNAL BASE
 JX1199_STAMPING: U 83 1943
 JX1199_MARK LOGO: CGS   
 JX1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1199
 JX1199  HISTORY     - Date     Condition        Report By
 JX1199  HISTORY     - 1943     MONUMENTED       CGS
 JX1199  HISTORY     - 1952     GOOD             NGS
 JX1199  HISTORY     - 1963     GOOD             NGS
 JX1199  HISTORY     - 1976     GOOD             NGS
 JX1199  HISTORY     - 1983     GOOD             NGS
 JX1199
 JX1199                          STATION DESCRIPTION
 JX1199
 JX1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JX1199'AT PARKERSBURG.
 JX1199'AT PARKERSBURG, WOOD COUNTY, 0.8 MILE EAST ALONG THE BALTIMORE
 JX1199'AND OHIO RAILROAD FROM THE STATION, 185 FEET EAST OF THE
 JX1199'SOUTHEAST CORNER OF A BRIDGE OVER U.S. HIGHWAY 21, 22 FEET NORTH
 JX1199'OF THE NORTHWEST CORNER OF THE CUT RATE LUMBER CO. BUILDING,
 JX1199'8.5 FEET NORTH OF THE CENTERLINE OF THE SOUTHERNMOST TRACK IN
 JX1199'THE RAILROAD YARD, IN THE TOP OF THE NORTHEAST CORNER OF THE
 JX1199'CONCRETE BASE OF A SWITCH SIGNAL, AND ABOUT 1/2 FOOT ABOVE THE
 JX1199'LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED U 83 1943.
 JX1199
 JX1199                          STATION RECOVERY (1963)
 JX1199
 JX1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1199'RECOVERED IN GOOD CONDITION.
 JX1199
 JX1199                          STATION RECOVERY (1976)
 JX1199
 JX1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1199'RECOVERED IN GOOD CONDITION.
 JX1199
 JX1199                          STATION RECOVERY (1983)
 JX1199
 JX1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1199'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN PARKERSBURG,
 JX1199'1.3 KM (0.81 MI) SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1199'THE CROSSING OF GREEN STREET, TO THE MARK ON THE RIGHT, IN THE BASE OF
 JX1199'AN OLD SIGNAL (SIGNAL HAS BEEN REMOVED), 2.5 METERS (8.5 FT) NORTH OF
 JX1199'THE CENTER OF THE SOUTHERNMOST TRACK IN THE RAILROAD YARD, 6.7 METERS
 JX1199'(22.0 FT) NORTH OF THE NORTHWEST CORNER OF A BUILDING, 56.3 METERS
 JX1199'(185.0 FT) EAST OF THE SOUTHEAST CORNER OF A BRIDGE OVER ALTERNATE
 JX1199'HIGHWAY 14.
 JX1199'THE MARK IS 0.30 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0427 ***********************************************************************
 HY0427  DESIGNATION -  U 84
 HY0427  PID         -  HY0427
 HY0427  STATE/COUNTY-  WV/MASON
 HY0427  USGS QUAD   -  CHESHIRE (1989)
 HY0427
 HY0427                         *CURRENT SURVEY CONTROL
 HY0427  ___________________________________________________________________
 HY0427* NAD 83(1986)-  38 58 13.     (N)    082 05 04.     (W)     SCALED    
 HY0427* NAVD 88     -       169.576  (meters)     556.35   (feet)  ADJUSTED  
 HY0427  ___________________________________________________________________
 HY0427  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HY0427  DYNAMIC HT  -         169.469 (meters)     556.00  (feet)  COMP
 HY0427  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 HY0427
 HY0427  VERT ORDER  -  FIRST     CLASS II
 HY0427
 HY0427.The horizontal coordinates were scaled from a topographic map and have
 HY0427.an estimated accuracy of +/- 6 seconds.
 HY0427
 HY0427.The orthometric height was determined by differential leveling
 HY0427.and adjusted by the National Geodetic Survey in June 1991..
 HY0427
 HY0427.The geoid height was determined by GEOID03.
 HY0427
 HY0427.The dynamic height is computed by dividing the NAVD 88
 HY0427.geopotential number by the normal gravity value computed on the
 HY0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0427.degrees latitude (g = 980.6199 gals.).
 HY0427
 HY0427.The modeled gravity was interpolated from observed gravity values.
 HY0427
 HY0427;                    North         East    Units  Estimated Accuracy
 HY0427;SPC WV S     -   219,240.      506,020.      MT  (+/- 180 meters Scaled)
 HY0427
 HY0427                          SUPERSEDED SURVEY CONTROL
 HY0427
 HY0427  NGVD 29 (??/??/92)  169.765  (m)          556.97   (f) ADJ UNCH    1 2
 HY0427
 HY0427.Superseded values are not recommended for survey control.
 HY0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0427.See file dsdata.txt to determine how the superseded data were derived.
 HY0427
 HY0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD060140(NAD 83)
 HY0427_MARKER: DB = BENCH MARK DISK
 HY0427_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY0427_STAMPING: U 84 1943
 HY0427_MARK LOGO: CGS   
 HY0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0427+STABILITY: SURFACE MOTION
 HY0427
 HY0427  HISTORY     - Date     Condition        Report By
 HY0427  HISTORY     - 1943     MONUMENTED       CGS
 HY0427  HISTORY     - 1984     GOOD             NGS
 HY0427
 HY0427                          STATION DESCRIPTION
 HY0427
 HY0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HY0427'1.1 MI N FROM LAKIN.
 HY0427'1.1 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HY0427'STATION AT LAKIN, MASON COUNTY, 3 POLES NORTHEAST OF POLE 162+20,
 HY0427'AT A LARGE STONE AND CONCRETE CULVERT, IN THE TOP OF THE
 HY0427'SOUTHWEST END OF THE SOUTHEAST STONE HEADWALL, 0.8 FOOT NORTHEAST
 HY0427'OF THE SOUTHWEST END, 0.7 FOOT NORTHWEST OF THE SOUTHEAST EDGE,
 HY0427'34.5 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND ABOUT
 HY0427'12 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 84
 HY0427'1943.
 HY0427
 HY0427                          STATION RECOVERY (1984)
 HY0427
 HY0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0427'RECOVERED IN GOOD CONDITION, THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 HY0427'THE MILEAGE TO REACH IS INADEQUATE AS THE RAILROAD STATION HAS BEEN
 HY0427'RAZED, CHANGE TO 6.6 KM (4.1 MI) SOUTHWEST ALONG THE BALTIMORE AND
 HY0427'OHIO RAILROAD FROM THE U.S. HIGHWAY 33 BRIDGE OVER THE OHIO RIVER IN
 HY0427'MASON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0763 ***********************************************************************
 KY0763  DESIGNATION -  U 85
 KY0763  PID         -  KY0763
 KY0763  STATE/COUNTY-  WV/MARSHALL
 KY0763  USGS QUAD   -  WHEELING (1994)
 KY0763
 KY0763                         *CURRENT SURVEY CONTROL
 KY0763  ___________________________________________________________________
 KY0763* NAD 83(1986)-  40 00 21.     (N)    080 44 02.     (W)     SCALED    
 KY0763* NAVD 88     -       206.334  (meters)     676.95   (feet)  ADJUSTED  
 KY0763  ___________________________________________________________________
 KY0763  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0763  DYNAMIC HT  -         206.218 (meters)     676.57  (feet)  COMP
 KY0763  MODELED GRAV-     980,061.7   (mgal)                       NAVD 88
 KY0763
 KY0763  VERT ORDER  -  FIRST     CLASS II
 KY0763
 KY0763.The horizontal coordinates were scaled from a topographic map and have
 KY0763.an estimated accuracy of +/- 6 seconds.
 KY0763
 KY0763.The orthometric height was determined by differential leveling
 KY0763.and adjusted by the National Geodetic Survey in June 1991..
 KY0763
 KY0763.The geoid height was determined by GEOID03.
 KY0763
 KY0763.The dynamic height is computed by dividing the NAVD 88
 KY0763.geopotential number by the normal gravity value computed on the
 KY0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0763.degrees latitude (g = 980.6199 gals.).
 KY0763
 KY0763.The modeled gravity was interpolated from observed gravity values.
 KY0763
 KY0763;                    North         East    Units  Estimated Accuracy
 KY0763;SPC WV N     -   167,900.      494,650.      MT  (+/- 180 meters Scaled)
 KY0763
 KY0763                          SUPERSEDED SURVEY CONTROL
 KY0763
 KY0763  NGVD 29 (??/??/92)  206.492  (m)          677.47   (f) ADJ UNCH    1 2
 KY0763
 KY0763.Superseded values are not recommended for survey control.
 KY0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0763.See file dsdata.txt to determine how the superseded data were derived.
 KY0763
 KY0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE227284(NAD 83)
 KY0763_MARKER: DB = BENCH MARK DISK
 KY0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0763_SP_SET: WALL
 KY0763_STAMPING: U 85 1943
 KY0763_MARK LOGO: CGS   
 KY0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0763
 KY0763  HISTORY     - Date     Condition        Report By
 KY0763  HISTORY     - 1943     MONUMENTED       CGS
 KY0763  HISTORY     - 1957     GOOD             NGS
 KY0763  HISTORY     - 1983     GOOD             NGS
 KY0763
 KY0763                          STATION DESCRIPTION
 KY0763
 KY0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0763'AT BENWOOD JUNCTION.
 KY0763'AT BENWOOD JUNCTION, MARSHALL COUNTY, AT THE BALTIMORE AND OHIO
 KY0763'RAILROAD STATION, DIRECTLY EAST OF THE TICKET OFFICE, IN THE
 KY0763'FACE OF A CONCRETE RETAINING WALL, 11 FEET EAST OF THE CENTER
 KY0763'LINE OF THE EAST TRACK, 6.6 FEET SOUTH OF THE SOUTH CORNER OF
 KY0763'THE STEPS LEADING UP TO THE STREET, AND ABOUT 3-1/2 FEET HIGHER
 KY0763'THAN THE GROUND.  A STANDARD DISK, STAMPED U 85 1943 AND SET
 KY0763'VERTICALLY.
 KY0763
 KY0763                          STATION RECOVERY (1983)
 KY0763
 KY0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1077 ***********************************************************************
 GX1077  DESIGNATION -  U 86
 GX1077  PID         -  GX1077
 GX1077  STATE/COUNTY-  WV/RALEIGH
 GX1077  USGS QUAD   -  BECKLEY (1989)
 GX1077
 GX1077                         *CURRENT SURVEY CONTROL
 GX1077  ___________________________________________________________________
 GX1077* NAD 83(1986)-  37 47 34.     (N)    081 13 02.     (W)     SCALED    
 GX1077* NAVD 88     -       745.292  (meters)    2445.18   (feet)  ADJUSTED  
 GX1077  ___________________________________________________________________
 GX1077  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX1077  DYNAMIC HT  -         744.682 (meters)    2443.18  (feet)  COMP
 GX1077  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 GX1077
 GX1077  VERT ORDER  -  SECOND    CLASS 0
 GX1077
 GX1077.The horizontal coordinates were scaled from a topographic map and have
 GX1077.an estimated accuracy of +/- 6 seconds.
 GX1077
 GX1077.The orthometric height was determined by differential leveling
 GX1077.and adjusted by the National Geodetic Survey in June 1991..
 GX1077
 GX1077.The geoid height was determined by GEOID03.
 GX1077
 GX1077.The dynamic height is computed by dividing the NAVD 88
 GX1077.geopotential number by the normal gravity value computed on the
 GX1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1077.degrees latitude (g = 980.6199 gals.).
 GX1077
 GX1077.The modeled gravity was interpolated from observed gravity values.
 GX1077
 GX1077;                    North         East    Units  Estimated Accuracy
 GX1077;SPC WV S     -    88,010.      580,870.      MT  (+/- 180 meters Scaled)
 GX1077
 GX1077                          SUPERSEDED SURVEY CONTROL
 GX1077
 GX1077  NGVD 29 (??/??/92)  745.452  (m)         2445.70   (f) ADJ UNCH    2 0
 GX1077
 GX1077.Superseded values are not recommended for survey control.
 GX1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1077.See file dsdata.txt to determine how the superseded data were derived.
 GX1077
 GX1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB808828(NAD 83)
 GX1077_MARKER: DB = BENCH MARK DISK
 GX1077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1077_SP_SET: OVERPASS
 GX1077_STAMPING: U 86 1960
 GX1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1077
 GX1077  HISTORY     - Date     Condition        Report By
 GX1077  HISTORY     - 1960     MONUMENTED       CGS
 GX1077
 GX1077                          STATION DESCRIPTION
 GX1077
 GX1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1077'2.4 MI NW FROM BECKLEY.
 GX1077'ABOUT 2.35 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST
 GX1077'OFFICE AT BECKLEY, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GX1077'HIGHWAY, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT
 GX1077'OF OVERPASS OF HIGHWAY 3 OVER THE WEST VIRGINIA TURNPIKE, 0.6
 GX1077'FOOT NORTHEAST OF CONCRETE BANISTER, 1.7 FEET SOUTHEAST OF THE
 GX1077'NORTHWEST END OF BRIDGE SIDEWALK, AND LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0626 ***********************************************************************
 GX0626  DESIGNATION -  U 87
 GX0626  PID         -  GX0626
 GX0626  STATE/COUNTY-  WV/SUMMERS
 GX0626  USGS QUAD   -  HINTON (1976)
 GX0626
 GX0626                         *CURRENT SURVEY CONTROL
 GX0626  ___________________________________________________________________
 GX0626* NAD 83(1986)-  37 40 23.     (N)    080 59 30.     (W)     SCALED    
 GX0626* NAVD 88     -       776.129  (meters)    2546.35   (feet)  ADJUSTED  
 GX0626  ___________________________________________________________________
 GX0626  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX0626  DYNAMIC HT  -         775.475 (meters)    2544.20  (feet)  COMP
 GX0626  MODELED GRAV-     979,759.8   (mgal)                       NAVD 88
 GX0626
 GX0626  VERT ORDER  -  SECOND    CLASS 0
 GX0626
 GX0626.The horizontal coordinates were scaled from a topographic map and have
 GX0626.an estimated accuracy of +/- 6 seconds.
 GX0626
 GX0626.The orthometric height was determined by differential leveling
 GX0626.and adjusted by the National Geodetic Survey in June 1991..
 GX0626
 GX0626.The geoid height was determined by GEOID03.
 GX0626
 GX0626.The dynamic height is computed by dividing the NAVD 88
 GX0626.geopotential number by the normal gravity value computed on the
 GX0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0626.degrees latitude (g = 980.6199 gals.).
 GX0626
 GX0626.The modeled gravity was interpolated from observed gravity values.
 GX0626
 GX0626;                    North         East    Units  Estimated Accuracy
 GX0626;SPC WV S     -    74,700.      600,740.      MT  (+/- 180 meters Scaled)
 GX0626
 GX0626                          SUPERSEDED SURVEY CONTROL
 GX0626
 GX0626  NGVD 29 (??/??/92)  776.278  (m)         2546.84   (f) ADJ UNCH    2 0
 GX0626
 GX0626.Superseded values are not recommended for survey control.
 GX0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0626.See file dsdata.txt to determine how the superseded data were derived.
 GX0626
 GX0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB007695(NAD 83)
 GX0626_MARKER: DB = BENCH MARK DISK
 GX0626_SETTING: 66 = SET IN ROCK OUTCROP
 GX0626_SP_SET: BED ROCK
 GX0626_STAMPING: U 87 1960
 GX0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0626+STABILITY: POSITION/ELEVATION WELL
 GX0626
 GX0626  HISTORY     - Date     Condition        Report By
 GX0626  HISTORY     - 1960     MONUMENTED       CGS
 GX0626
 GX0626                          STATION DESCRIPTION
 GX0626
 GX0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX0626'1.5 MI W FROM JUMPING BRANCH.
 GX0626'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 GX0626'AT JUMPING BRANCH, 1.25 MILES EAST OF THE TOP OF GRADE AND
 GX0626'SUMMERS-RALEIGH COUNTY LINE, 0.8 MILE WEST OF THE JUNCTION OF
 GX0626'ROAD NO. 25 LEADING SOUTHWEST TO STREETER AND MT. VIEW, 103 YARDS
 GX0626'SOUTHEAST OF FOOT OF LONG HILL AND THE Y JUNCTION OF ROAD NO.
 GX0626'3/1 LEADING NORTH, 35 YARDS NORTH OF THE TOP OF SMALL GRADE,
 GX0626'19 FEET WEST OF THE CENTER LINE OF HIGHWAY 3 AND ON THE INSIDE
 GX0626'OF A CURVE, 0.8 FOOT EAST OF A WIRE FENCE (YARD FENCE FOR A
 GX0626'SMALL HOUSE), 6 FEET NORTH OF A FENCE CORNER, 23 FEET SOUTH OF
 GX0626'GATE FOR FOOT PATH TO SMALL HOUSE, AT ABOUT RIGHT ANGLE ACROSS
 GX0626'ROAD FROM POWER LINE POLE NO. JBJ 1 4 RE, 12 1/2 FEET NORTH OF
 GX0626'THE CENTER LINE OF DRIVE LEADING WEST TO A CAR SHED, IN THE
 GX0626'EXPOSED 1 1/2-BY 1/2-FOOT TOP OF BURIED BED ROCK, AND ABOUT
 GX0626'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0152 ***********************************************************************
 JX0152  DESIGNATION -  U 9
 JX0152  PID         -  JX0152
 JX0152  STATE/COUNTY-  WV/HARRISON
 JX0152  USGS QUAD   -  CLARKSBURG (1976)
 JX0152
 JX0152                         *CURRENT SURVEY CONTROL
 JX0152  ___________________________________________________________________
 JX0152* NAD 83(1986)-  39 16 53.     (N)    080 20 34.     (W)     SCALED    
 JX0152* NAVD 88     -       307.940  (meters)    1010.30   (feet)  ADJUSTED  
 JX0152  ___________________________________________________________________
 JX0152  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JX0152  DYNAMIC HT  -         307.748 (meters)    1009.67  (feet)  COMP
 JX0152  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JX0152
 JX0152  VERT ORDER  -  FIRST     CLASS II
 JX0152
 JX0152.The horizontal coordinates were scaled from a topographic map and have
 JX0152.an estimated accuracy of +/- 6 seconds.
 JX0152
 JX0152.The orthometric height was determined by differential leveling
 JX0152.and adjusted by the National Geodetic Survey in June 1991..
 JX0152
 JX0152.The geoid height was determined by GEOID03.
 JX0152
 JX0152.The dynamic height is computed by dividing the NAVD 88
 JX0152.geopotential number by the normal gravity value computed on the
 JX0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0152.degrees latitude (g = 980.6199 gals.).
 JX0152
 JX0152.The modeled gravity was interpolated from observed gravity values.
 JX0152
 JX0152;                    North         East    Units  Estimated Accuracy
 JX0152;SPC WV N     -    87,090.      527,290.      MT  (+/- 180 meters Scaled)
 JX0152
 JX0152                          SUPERSEDED SURVEY CONTROL
 JX0152
 JX0152  NGVD 29 (??/??/92)  308.128  (m)         1010.92   (f) ADJ UNCH    1 2
 JX0152
 JX0152.Superseded values are not recommended for survey control.
 JX0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0152.See file dsdata.txt to determine how the superseded data were derived.
 JX0152
 JX0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND566482(NAD 83)
 JX0152_MARKER: DB = BENCH MARK DISK
 JX0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0152_SP_SET: BUILDING
 JX0152_STAMPING: U 9 1933
 JX0152_MARK LOGO: CGS   
 JX0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0152
 JX0152  HISTORY     - Date     Condition        Report By
 JX0152  HISTORY     - 1933     MONUMENTED       CGS
 JX0152  HISTORY     - 1943     GOOD             NGS
 JX0152  HISTORY     - 1983     GOOD             NGS
 JX0152  HISTORY     - 20050626 GOOD             GEOCAC
 JX0152
 JX0152                          STATION DESCRIPTION
 JX0152
 JX0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0152'AT CLARKSBURG.
 JX0152'AT CLARKSBURG, HARRISON COUNTY, AT THE CORNER OF NORTH SIXTH AND
 JX0152'WEST PIKE STREETS, AT THE POST OFFICE, IN THE SIXTH STREET WALL,
 JX0152'8 FEET NORTH OF THE SOUTHEAST CORNER, AND 5 FEET HIGHER THAN THE
 JX0152'SIDEWALK.  A STANDARD DISK SET VERTICALLY.
 JX0152
 JX0152                          STATION RECOVERY (1943)
 JX0152
 JX0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 JX0152'RECOVERED IN GOOD CONDITION.
 JX0152
 JX0152                          STATION RECOVERY (1983)
 JX0152
 JX0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0152'RECOVERED IN GOOD CONDITION.
 JX0152
 JX0152                          STATION RECOVERY (2005)
 JX0152
 JX0152'RECOVERY NOTE BY GEOCACHING 2005 (WRS)
 JX0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1253 ***********************************************************************
 JX1253  DESIGNATION -  U 91
 JX1253  PID         -  JX1253
 JX1253  STATE/COUNTY-  WV/WOOD
 JX1253  USGS QUAD   -  ROCKPORT (1975)
 JX1253
 JX1253                         *CURRENT SURVEY CONTROL
 JX1253  ___________________________________________________________________
 JX1253* NAD 83(1986)-  39 06 01.     (N)    081 31 54.     (W)     SCALED    
 JX1253* NAVD 88     -       319.339  (meters)    1047.70   (feet)  ADJUSTED  
 JX1253  ___________________________________________________________________
 JX1253  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX1253  DYNAMIC HT  -         319.138 (meters)    1047.04  (feet)  COMP
 JX1253  MODELED GRAV-     979,991.8   (mgal)                       NAVD 88
 JX1253
 JX1253  VERT ORDER  -  SECOND    CLASS 0
 JX1253
 JX1253.The horizontal coordinates were scaled from a topographic map and have
 JX1253.an estimated accuracy of +/- 6 seconds.
 JX1253
 JX1253.The orthometric height was determined by differential leveling
 JX1253.and adjusted by the National Geodetic Survey in June 1991..
 JX1253
 JX1253.The geoid height was determined by GEOID03.
 JX1253
 JX1253.The dynamic height is computed by dividing the NAVD 88
 JX1253.geopotential number by the normal gravity value computed on the
 JX1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1253.degrees latitude (g = 980.6199 gals.).
 JX1253
 JX1253.The modeled gravity was interpolated from observed gravity values.
 JX1253
 JX1253;                    North         East    Units  Estimated Accuracy
 JX1253;SPC WV N     -    68,630.      424,270.      MT  (+/- 180 meters Scaled)
 JX1253
 JX1253                          SUPERSEDED SURVEY CONTROL
 JX1253
 JX1253  NGVD 29 (??/??/92)  319.527  (m)         1048.31   (f) ADJ UNCH    2 0
 JX1253
 JX1253.Superseded values are not recommended for survey control.
 JX1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1253.See file dsdata.txt to determine how the superseded data were derived.
 JX1253
 JX1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD540280(NAD 83)
 JX1253_MARKER: DB = BENCH MARK DISK
 JX1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1253_STAMPING: U 91 1956
 JX1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1253+STABILITY: SURFACE MOTION
 JX1253
 JX1253  HISTORY     - Date     Condition        Report By
 JX1253  HISTORY     - 1956     MONUMENTED       CGS
 JX1253
 JX1253                          STATION DESCRIPTION
 JX1253
 JX1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1253'2.4 MI NE FROM ROCKPORT.
 JX1253'0.95 MILE NORTHEAST ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1253'ROCKPORT, THENCE ABOUT 0.8 MILE EAST AND NORTHEAST ALONG A
 JX1253'GRAVEL ROAD, THENCE ABOUT 0.65 MILE NORTH ALONG A DIRT ROAD,
 JX1253'ABOUT 0.7 MILE SOUTH OF THE JUNCTION OF A DRIVE WEST TO A FARM
 JX1253'HOUSE, ABOUT 0.3 MILE SOUTH OF AN OLD BARN WHICH IS ON EAST SIDE
 JX1253'OF ROAD, 13 FEET EAST OF CENTER LINE OF DIRT ROAD, 67 FEET SOUTH
 JX1253'OF THE TOP OF A GRADE AND JUNCTION OF A TRAIL SOUTH TO A FARM
 JX1253'HOUSE, 10 FEET WEST OF CENTER LINE OF TRAIL HOUSE, 148 FEET NORTH
 JX1253'OF NORTHWEST CORNER OF FARM HOUSE AND 3 FEET EAST OF THE EXTENDED
 JX1253'WEST FACE OF HOUSE, 4 FEET EAST OF A WHITE WOODEN WITNESS POST,
 JX1253'ABOUT 1 1/2 FEET ABOVE LEVEL OF TRAIL TO HOUSE, ABOUT LEVEL WITH
 JX1253'DIRT ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JX1253'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2683 ***********************************************************************
 HX2683  DESIGNATION -  U 92
 HX2683  PID         -  HX2683
 HX2683  STATE/COUNTY-  WV/JACKSON
 HX2683  USGS QUAD   -  LIVERPOOL (1975)
 HX2683
 HX2683                         *CURRENT SURVEY CONTROL
 HX2683  ___________________________________________________________________
 HX2683* NAD 83(1986)-  38 56 09.     (N)    081 32 41.     (W)     SCALED    
 HX2683* NAVD 88     -       326.069  (meters)    1069.78   (feet)  ADJUSTED  
 HX2683  ___________________________________________________________________
 HX2683  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HX2683  DYNAMIC HT  -         325.860 (meters)    1069.09  (feet)  COMP
 HX2683  MODELED GRAV-     979,978.7   (mgal)                       NAVD 88
 HX2683
 HX2683  VERT ORDER  -  SECOND    CLASS 0
 HX2683
 HX2683.The horizontal coordinates were scaled from a topographic map and have
 HX2683.an estimated accuracy of +/- 6 seconds.
 HX2683
 HX2683.The orthometric height was determined by differential leveling
 HX2683.and adjusted by the National Geodetic Survey in June 1991..
 HX2683
 HX2683.The geoid height was determined by GEOID03.
 HX2683
 HX2683.The dynamic height is computed by dividing the NAVD 88
 HX2683.geopotential number by the normal gravity value computed on the
 HX2683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2683.degrees latitude (g = 980.6199 gals.).
 HX2683
 HX2683.The modeled gravity was interpolated from observed gravity values.
 HX2683
 HX2683;                    North         East    Units  Estimated Accuracy
 HX2683;SPC WV S     -   215,000.      552,770.      MT  (+/- 180 meters Scaled)
 HX2683
 HX2683                          SUPERSEDED SURVEY CONTROL
 HX2683
 HX2683  NGVD 29 (??/??/92)  326.238  (m)         1070.33   (f) ADJ UNCH    2 0
 HX2683
 HX2683.Superseded values are not recommended for survey control.
 HX2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2683.See file dsdata.txt to determine how the superseded data were derived.
 HX2683
 HX2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD527097(NAD 83)
 HX2683_MARKER: DB = BENCH MARK DISK
 HX2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2683_STAMPING: U 92 1956
 HX2683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2683+STABILITY: SURFACE MOTION
 HX2683
 HX2683  HISTORY     - Date     Condition        Report By
 HX2683  HISTORY     - 1956     MONUMENTED       CGS
 HX2683
 HX2683                          STATION DESCRIPTION
 HX2683
 HX2683'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2683'2.4 MI N FROM LEROY.
 HX2683'ABOUT 2.35 MILES NORTH ALONG A GRAVEL ROAD LEADING TO GARFIELD
 HX2683'FROM THE ROAD JUNCTION AND GRADED SCHOOL AT LEROY, AT FAIRVIEW
 HX2683'METHODIST CHURCH, 160 FEET SOUTHWEST OF SOUTHWEST CORNER OF THE
 HX2683'CHURCH BUILDING, 30 FEET EAST-SOUTHEAST OF CENTER LINE OF GRAVEL
 HX2683'ROAD, 80 FEET SOUTH OF CENTER OF JUNCTION OF A ROAD WEST, 13
 HX2683'FEET SOUTH OF CENTER OF A GATE TO CHURCH YARD, 1 1/2 FEET
 HX2683'NORTHWEST OF A FENCE LINE, 3 FEET WEST OF A FENCE CORNER, 2 FEET
 HX2683'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL
 HX2683'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1747 ***********************************************************************
 HX1747  DESIGNATION -  U 93
 HX1747  PID         -  HX1747
 HX1747  STATE/COUNTY-  WV/ROANE
 HX1747  USGS QUAD   -  PENIEL (1957)
 HX1747
 HX1747                         *CURRENT SURVEY CONTROL
 HX1747  ___________________________________________________________________
 HX1747* NAD 83(1986)-  38 48 53.     (N)    081 28 04.     (W)     SCALED    
 HX1747* NAVD 88     -       230.673  (meters)     756.80   (feet)  ADJUSTED  
 HX1747  ___________________________________________________________________
 HX1747  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HX1747  DYNAMIC HT  -         230.521 (meters)     756.30  (feet)  COMP
 HX1747  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 HX1747
 HX1747  VERT ORDER  -  SECOND    CLASS 0
 HX1747
 HX1747.The horizontal coordinates were scaled from a topographic map and have
 HX1747.an estimated accuracy of +/- 6 seconds.
 HX1747
 HX1747.The orthometric height was determined by differential leveling
 HX1747.and adjusted by the National Geodetic Survey in June 1991..
 HX1747
 HX1747.The geoid height was determined by GEOID03.
 HX1747
 HX1747.The dynamic height is computed by dividing the NAVD 88
 HX1747.geopotential number by the normal gravity value computed on the
 HX1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1747.degrees latitude (g = 980.6199 gals.).
 HX1747
 HX1747.The modeled gravity was interpolated from observed gravity values.
 HX1747
 HX1747;                    North         East    Units  Estimated Accuracy
 HX1747;SPC WV S     -   201,520.      559,370.      MT  (+/- 180 meters Scaled)
 HX1747
 HX1747                          SUPERSEDED SURVEY CONTROL
 HX1747
 HX1747  NGVD 29 (??/??/92)  230.844  (m)          757.36   (f) ADJ UNCH    2 0
 HX1747
 HX1747.Superseded values are not recommended for survey control.
 HX1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1747.See file dsdata.txt to determine how the superseded data were derived.
 HX1747
 HX1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC593963(NAD 83)
 HX1747_MARKER: DB = BENCH MARK DISK
 HX1747_SETTING: 66 = SET IN ROCK OUTCROP
 HX1747_SP_SET: ROCK LEDGE
 HX1747_STAMPING: U 93 1956
 HX1747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1747+STABILITY: POSITION/ELEVATION WELL
 HX1747
 HX1747  HISTORY     - Date     Condition        Report By
 HX1747  HISTORY     - 1956     MONUMENTED       CGS
 HX1747  HISTORY     - 1976     GOOD             NGS
 HX1747
 HX1747                          STATION DESCRIPTION
 HX1747
 HX1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1747'0.9 MI S FROM PENIEL.
 HX1747'ABOUT 0.9 MILE SOUTH ALONG A GRAVEL ROAD FOLLOWING MIDDLE FORK
 HX1747'OF REEDY CREEK FROM JUNCTION OF U.S. HIGHWAY 33 AT PENIEL, ABOUT
 HX1747'1.1 MILES NORTH OF JUNCTION OF A ROAD SOUTHEAST, ABOUT 73 YARDS
 HX1747'SOUTH OF THE TOP OF A SMALL GRADE, ON THE INSIDE OF A CURVE IN
 HX1747'ROAD, SET VERTICALLY ABOUT 1 1/2 FEET ABOVE GROUND IN THE
 HX1747'1 1/2-FOOT HIGH AND 5-FOOT WIDE FACE OF A ROCK LEDGE, 19 FEET
 HX1747'WEST OF CENTER LINE OF ROAD, 4 1/2 FEET WEST OF A FENCE LINE,
 HX1747'27 YARDS SOUTHWEST AND ACROSS ROAD FROM A POWER POLE AND A FENCE
 HX1747'CORNER, AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
 HX1747
 HX1747                          STATION RECOVERY (1976)
 HX1747
 HX1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1724 ***********************************************************************
 HX1724  DESIGNATION -  U 94
 HX1724  PID         -  HX1724
 HX1724  STATE/COUNTY-  WV/ROANE
 HX1724  USGS QUAD   -  WALTON (1976)
 HX1724
 HX1724                         *CURRENT SURVEY CONTROL
 HX1724  ___________________________________________________________________
 HX1724* NAD 83(1986)-  38 43 03.     (N)    081 24 04.     (W)     SCALED    
 HX1724* NAVD 88     -       268.920  (meters)     882.28   (feet)  ADJUSTED  
 HX1724  ___________________________________________________________________
 HX1724  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HX1724  DYNAMIC HT  -         268.740 (meters)     881.69  (feet)  COMP
 HX1724  MODELED GRAV-     979,952.6   (mgal)                       NAVD 88
 HX1724
 HX1724  VERT ORDER  -  SECOND    CLASS 0
 HX1724
 HX1724.The horizontal coordinates were scaled from a topographic map and have
 HX1724.an estimated accuracy of +/- 6 seconds.
 HX1724
 HX1724.The orthometric height was determined by differential leveling
 HX1724.and adjusted by the National Geodetic Survey in June 1991..
 HX1724
 HX1724.The geoid height was determined by GEOID03.
 HX1724
 HX1724.The dynamic height is computed by dividing the NAVD 88
 HX1724.geopotential number by the normal gravity value computed on the
 HX1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1724.degrees latitude (g = 980.6199 gals.).
 HX1724
 HX1724.The modeled gravity was interpolated from observed gravity values.
 HX1724
 HX1724;                    North         East    Units  Estimated Accuracy
 HX1724;SPC WV S     -   190,700.      565,120.      MT  (+/- 180 meters Scaled)
 HX1724
 HX1724                          SUPERSEDED SURVEY CONTROL
 HX1724
 HX1724  NGVD 29 (??/??/92)  269.087  (m)          882.83   (f) ADJ UNCH    2 0
 HX1724
 HX1724.Superseded values are not recommended for survey control.
 HX1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1724.See file dsdata.txt to determine how the superseded data were derived.
 HX1724
 HX1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC651855(NAD 83)
 HX1724_MARKER: DB = BENCH MARK DISK
 HX1724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1724_SP_SET: CULVERT
 HX1724_STAMPING: U 94 1956
 HX1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1724
 HX1724  HISTORY     - Date     Condition        Report By
 HX1724  HISTORY     - 1956     MONUMENTED       CGS
 HX1724
 HX1724                          STATION DESCRIPTION
 HX1724
 HX1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1724'1 MI NE FROM GANDEEVILLE.
 HX1724'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION
 HX1724'OF BLACK TOP ROAD WEST TO HARMONY AT GANDEEVILLE, AT THE SOUTHWEST
 HX1724'END AND NEAR THE BOTTOM OF GRADE, 20 FEET NORTHWEST OF CENTER
 HX1724'LINE OF HIGHWAY AND ON THE OUTSIDE OF A CURVE IN HIGHWAY, IN THE
 HX1724'TOP OF CENTER OF NORTHWEST CONCRETE HEAD WALL OF A 15-INCH PIPE
 HX1724'CULVERT UNDER HIGHWAY AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1673 ***********************************************************************
 HX1673  DESIGNATION -  U 95
 HX1673  PID         -  HX1673
 HX1673  STATE/COUNTY-  WV/ROANE
 HX1673  USGS QUAD   -  SPENCER (1986)
 HX1673
 HX1673                         *CURRENT SURVEY CONTROL
 HX1673  ___________________________________________________________________
 HX1673* NAD 83(1986)-  38 47 34.     (N)    081 20 15.     (W)     SCALED    
 HX1673* NAVD 88     -       289.974  (meters)     951.36   (feet)  ADJUSTED  
 HX1673  ___________________________________________________________________
 HX1673  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HX1673  DYNAMIC HT  -         289.780 (meters)     950.72  (feet)  COMP
 HX1673  MODELED GRAV-     979,952.5   (mgal)                       NAVD 88
 HX1673
 HX1673  VERT ORDER  -  SECOND    CLASS 0
 HX1673
 HX1673.The horizontal coordinates were scaled from a topographic map and have
 HX1673.an estimated accuracy of +/- 6 seconds.
 HX1673
 HX1673.The orthometric height was determined by differential leveling
 HX1673.and adjusted by the National Geodetic Survey in June 1991..
 HX1673
 HX1673.The geoid height was determined by GEOID03.
 HX1673
 HX1673.The dynamic height is computed by dividing the NAVD 88
 HX1673.geopotential number by the normal gravity value computed on the
 HX1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1673.degrees latitude (g = 980.6199 gals.).
 HX1673
 HX1673.The modeled gravity was interpolated from observed gravity values.
 HX1673
 HX1673;                    North         East    Units  Estimated Accuracy
 HX1673;SPC WV S     -   199,040.      570,680.      MT  (+/- 180 meters Scaled)
 HX1673
 HX1673                          SUPERSEDED SURVEY CONTROL
 HX1673
 HX1673  NGVD 29 (??/??/92)  290.137  (m)          951.89   (f) ADJ UNCH    2 0
 HX1673
 HX1673.Superseded values are not recommended for survey control.
 HX1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1673.See file dsdata.txt to determine how the superseded data were derived.
 HX1673
 HX1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC706938(NAD 83)
 HX1673_MARKER: DB = BENCH MARK DISK
 HX1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1673_STAMPING: U 95 1956
 HX1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1673+STABILITY: SURFACE MOTION
 HX1673
 HX1673  HISTORY     - Date     Condition        Report By
 HX1673  HISTORY     - 1956     MONUMENTED       CGS
 HX1673
 HX1673                          STATION DESCRIPTION
 HX1673
 HX1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1673'1.4 MI SE FROM SPENCER.
 HX1673'ABOUT 1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE COURT
 HX1673'HOUSE AT SPENCER, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG A BLACK
 HX1673'TOP ROAD, AT THE EAST END OF EAST-WEST RUNWAY OF ROANE COUNTY
 HX1673'AIRPORT, 2 FEET NORTHWEST OF A YELLOW PAINTED BARREL MARKING
 HX1673'SOUTHEAST CORNER OF RUNWAY, 193 FEET SOUTH AND ACROSS RUNWAY FROM
 HX1673'AN EAST-WEST FENCE LINE, 347 FEET NORTH-NORTHEAST OF NORTHEAST
 HX1673'CORNER OF TIN OFFICE BUILDING, ABOUT LEVEL WITH RUNWAY AND SET
 HX1673'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2079 ***********************************************************************
 HX2079  DESIGNATION -  U 96
 HX2079  PID         -  HX2079
 HX2079  STATE/COUNTY-  WV/KANAWHA
 HX2079  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2079
 HX2079                         *CURRENT SURVEY CONTROL
 HX2079  ___________________________________________________________________
 HX2079* NAD 83(1986)-  38 21 30.     (N)    081 37 17.     (W)     SCALED    
 HX2079* NAVD 88     -       186.314  (meters)     611.27   (feet)  ADJUSTED  
 HX2079  ___________________________________________________________________
 HX2079  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HX2079  DYNAMIC HT  -         186.184 (meters)     610.84  (feet)  COMP
 HX2079  MODELED GRAV-     979,927.5   (mgal)                       NAVD 88
 HX2079
 HX2079  VERT ORDER  -  SECOND    CLASS 0
 HX2079
 HX2079.The horizontal coordinates were scaled from a topographic map and have
 HX2079.an estimated accuracy of +/- 6 seconds.
 HX2079
 HX2079.The orthometric height was determined by differential leveling
 HX2079.and adjusted by the National Geodetic Survey in June 1991..
 HX2079
 HX2079.The geoid height was determined by GEOID03.
 HX2079
 HX2079.The dynamic height is computed by dividing the NAVD 88
 HX2079.geopotential number by the normal gravity value computed on the
 HX2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2079.degrees latitude (g = 980.6199 gals.).
 HX2079
 HX2079.The modeled gravity was interpolated from observed gravity values.
 HX2079
 HX2079;                    North         East    Units  Estimated Accuracy
 HX2079;SPC WV S     -   150,940.      545,690.      MT  (+/- 180 meters Scaled)
 HX2079
 HX2079                          SUPERSEDED SURVEY CONTROL
 HX2079
 HX2079  NGVD 29 (??/??/92)  186.510  (m)          611.91   (f) ADJ UNCH    2 0
 HX2079
 HX2079.Superseded values are not recommended for survey control.
 HX2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2079.See file dsdata.txt to determine how the superseded data were derived.
 HX2079
 HX2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC457457(NAD 83)
 HX2079_MARKER: DB = BENCH MARK DISK
 HX2079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2079_SP_SET: RETAINING WALL
 HX2079_STAMPING: U 96 1956
 HX2079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2079
 HX2079  HISTORY     - Date     Condition        Report By
 HX2079  HISTORY     - 1956     MONUMENTED       CGS
 HX2079
 HX2079                          STATION DESCRIPTION
 HX2079
 HX2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2079'0.7 MI N FROM CHARLESTON.
 HX2079'ABOUT 0.7 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2079'FROM THE FREIGHT STATION AND CROSSING OF BROAD STREET AT
 HX2079'CHARLESTON, AT THE JUNCTION OF COAL BRANCH HEIGHTS ROAD AND A
 HX2079'BLACK TOP ROAD PARALLEL TO TRACK, 71 FEET SOUTH OF CENTER LINE
 HX2079'OF ROAD PARALLEL TO TRACK, 92 FEET SOUTH OF SOUTH RAIL OF TRACK,
 HX2079'10 FEET SOUTHWEST OF CENTER LINE OF COAL BRANCH HEIGHTS ROAD,
 HX2079'SET VERTICALLY ABOUT 4 FEET ABOVE BOTTOM OF DITCH IN THE
 HX2079'NORTHEAST FACE OF A STONE MASONRY RETAINING WALL, 41 1/2 FEET
 HX2079'SOUTHEAST OF NORTHWEST OF RETAINING WALL AND ABOUT 3 FEET ABOVE
 HX2079'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2588 ***********************************************************************
 HX2588  DESIGNATION -  U 97
 HX2588  PID         -  HX2588
 HX2588  STATE/COUNTY-  WV/PUTNAM
 HX2588  USGS QUAD   -  BANCROFT (1975)
 HX2588
 HX2588                         *CURRENT SURVEY CONTROL
 HX2588  ___________________________________________________________________
 HX2588* NAD 83(1986)-  38 31 30.     (N)    081 46 23.     (W)     SCALED    
 HX2588* NAVD 88     -       193.486  (meters)     634.80   (feet)  ADJUSTED  
 HX2588  ___________________________________________________________________
 HX2588  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HX2588  DYNAMIC HT  -         193.352 (meters)     634.36  (feet)  COMP
 HX2588  MODELED GRAV-     979,932.7   (mgal)                       NAVD 88
 HX2588
 HX2588  VERT ORDER  -  SECOND    CLASS 0
 HX2588
 HX2588.The horizontal coordinates were scaled from a topographic map and have
 HX2588.an estimated accuracy of +/- 6 seconds.
 HX2588
 HX2588.The orthometric height was determined by differential leveling
 HX2588.and adjusted by the National Geodetic Survey in June 1991..
 HX2588
 HX2588.The geoid height was determined by GEOID03.
 HX2588
 HX2588.The dynamic height is computed by dividing the NAVD 88
 HX2588.geopotential number by the normal gravity value computed on the
 HX2588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2588.degrees latitude (g = 980.6199 gals.).
 HX2588
 HX2588.The modeled gravity was interpolated from observed gravity values.
 HX2588
 HX2588;                    North         East    Units  Estimated Accuracy
 HX2588;SPC WV S     -   169,540.      532,590.      MT  (+/- 180 meters Scaled)
 HX2588
 HX2588                          SUPERSEDED SURVEY CONTROL
 HX2588
 HX2588  NGVD 29 (??/??/92)  193.678  (m)          635.43   (f) ADJ UNCH    2 0
 HX2588
 HX2588.Superseded values are not recommended for survey control.
 HX2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2588.See file dsdata.txt to determine how the superseded data were derived.
 HX2588
 HX2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC326643(NAD 83)
 HX2588_MARKER: DB = BENCH MARK DISK
 HX2588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2588_SP_SET: BRIDGE SEAT
 HX2588_STAMPING: U 97 1956
 HX2588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2588
 HX2588  HISTORY     - Date     Condition        Report By
 HX2588  HISTORY     - 1956     MONUMENTED       CGS
 HX2588
 HX2588                          STATION DESCRIPTION
 HX2588
 HX2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2588'6 MI NE FROM RAYMOND CITY.
 HX2588'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE BRIDGE
 HX2588'OVER POCATALICO RIVER AT RAYMOND CITY, THENCE ABOUT 5.75 MILES
 HX2588'NORTHEAST ALONG A BLACK TOP AND GRAVEL ROAD, ABOUT 0.2 MILE
 HX2588'SOUTH OF JUNCTION OF A ROAD LEADING EAST, ABOUT 1.1 MILES SOUTH
 HX2588'ALONG GRAVEL ROAD FROM SCHOOL AT HEIZER, IN THE TOP OF THE WEST
 HX2588'END OF THE BRIDGE SEAT OF NORTH CONCRETE ABUTMENT OF A 100-FOOT
 HX2588'STEEL BRIDGE OVER HEIZER CREEK, 15 FEET WEST OF CENTER LINE OF
 HX2588'ROAD AND ABOUT 2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2583 ***********************************************************************
 HX2583  DESIGNATION -  U 98
 HX2583  PID         -  HX2583
 HX2583  STATE/COUNTY-  WV/KANAWHA
 HX2583  USGS QUAD   -  SISSONVILLE (1958)
 HX2583
 HX2583                         *CURRENT SURVEY CONTROL
 HX2583  ___________________________________________________________________
 HX2583* NAD 83(1986)-  38 31 06.     (N)    081 43 40.     (W)     SCALED    
 HX2583* NAVD 88     -       189.392  (meters)     621.36   (feet)  ADJUSTED  
 HX2583  ___________________________________________________________________
 HX2583  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HX2583  DYNAMIC HT  -         189.261 (meters)     620.93  (feet)  COMP
 HX2583  MODELED GRAV-     979,934.4   (mgal)                       NAVD 88
 HX2583
 HX2583  VERT ORDER  -  SECOND    CLASS 0
 HX2583
 HX2583.The horizontal coordinates were scaled from a topographic map and have
 HX2583.an estimated accuracy of +/- 6 seconds.
 HX2583
 HX2583.The orthometric height was determined by differential leveling
 HX2583.and adjusted by the National Geodetic Survey in June 1991..
 HX2583
 HX2583.The geoid height was determined by GEOID03.
 HX2583
 HX2583.The dynamic height is computed by dividing the NAVD 88
 HX2583.geopotential number by the normal gravity value computed on the
 HX2583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2583.degrees latitude (g = 980.6199 gals.).
 HX2583
 HX2583.The modeled gravity was interpolated from observed gravity values.
 HX2583
 HX2583;                    North         East    Units  Estimated Accuracy
 HX2583;SPC WV S     -   168,770.      536,530.      MT  (+/- 180 meters Scaled)
 HX2583
 HX2583                          SUPERSEDED SURVEY CONTROL
 HX2583
 HX2583  NGVD 29 (??/??/92)  189.581  (m)          621.98   (f) ADJ UNCH    2 0
 HX2583
 HX2583.Superseded values are not recommended for survey control.
 HX2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2583.See file dsdata.txt to determine how the superseded data were derived.
 HX2583
 HX2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC365635(NAD 83)
 HX2583_MARKER: DB = BENCH MARK DISK
 HX2583_SETTING: 80 = SET IN A BOULDER
 HX2583_SP_SET: BOULDER
 HX2583_STAMPING: U 98 1956
 HX2583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2583+STABILITY: SURFACE MOTION
 HX2583
 HX2583  HISTORY     - Date     Condition        Report By
 HX2583  HISTORY     - 1956     MONUMENTED       CGS
 HX2583
 HX2583                          STATION DESCRIPTION
 HX2583
 HX2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2583'9.8 MI NE FROM RAYMOND CITY.
 HX2583'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE BRIDGE
 HX2583'OVER POCATALICO RIVER AT RAYMOND CITY, THENCE ABOUT 5.95 MILES
 HX2583'NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 2.6 MILES EAST ALONG
 HX2583'A ROAD LEADING OVER GAP INTO KELLY CREEK, THENCE ABOUT 1.05
 HX2583'MILES SOUTH ALONG ROAD FOLLOWING KELLY CREEK, ABOUT 0.75 MILE
 HX2583'NORTH ALONG ROAD FOLLOWING KELLY CREEK FROM BETTY L. BOOSTER
 HX2583'SCHOOL, ABOUT 95 YARDS SOUTH-SOUTHWEST OF CONFLUENCE OF KELLY
 HX2583'CREEK AND A SPRING BRANCH FROM THE NORTHWEST, 65 FEET WEST
 HX2583'OF CENTER LINE OF ROAD AT CENTER OF JUNCTION OF A DRIVE NORTHEAST
 HX2583'TO A HOUSE WITH CONCRETE BLOCK FOUNDATION AND WILLOW TREES
 HX2583'IN LAWN, ABOUT 50 YARDS SOUTH OF A FOOT BRIDGE OVER KELLY CREEK
 HX2583'TO A HOUSE WITH IMITATION RED BRICK SIDING, IN THE TOP OF AN
 HX2583'18-FOOT LONG, 7-FOOT WIDE, AND 5-FOOT HIGH BOULDER EMBEDDED
 HX2583'IN BED OF KELLY CREEK, ABOUT 4 1/2 FEET ABOVE NORMAL WATER LEVEL
 HX2583'OF KELLY CREEK, AND ABOUT 4 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2545 ***********************************************************************
 HX2545  DESIGNATION -  U 99
 HX2545  PID         -  HX2545
 HX2545  STATE/COUNTY-  WV/PUTNAM
 HX2545  USGS QUAD   -  BANCROFT (1975)
 HX2545
 HX2545                         *CURRENT SURVEY CONTROL
 HX2545  ___________________________________________________________________
 HX2545* NAD 83(1986)-  38 34 02.     (N)    081 45 20.     (W)     SCALED    
 HX2545* NAVD 88     -       233.578  (meters)     766.33   (feet)  ADJUSTED  
 HX2545  ___________________________________________________________________
 HX2545  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HX2545  DYNAMIC HT  -         233.417 (meters)     765.80  (feet)  COMP
 HX2545  MODELED GRAV-     979,933.1   (mgal)                       NAVD 88
 HX2545
 HX2545  VERT ORDER  -  SECOND    CLASS 0
 HX2545
 HX2545.The horizontal coordinates were scaled from a topographic map and have
 HX2545.an estimated accuracy of +/- 6 seconds.
 HX2545
 HX2545.The orthometric height was determined by differential leveling
 HX2545.and adjusted by the National Geodetic Survey in June 1991..
 HX2545
 HX2545.The geoid height was determined by GEOID03.
 HX2545
 HX2545.The dynamic height is computed by dividing the NAVD 88
 HX2545.geopotential number by the normal gravity value computed on the
 HX2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2545.degrees latitude (g = 980.6199 gals.).
 HX2545
 HX2545.The modeled gravity was interpolated from observed gravity values.
 HX2545
 HX2545;                    North         East    Units  Estimated Accuracy
 HX2545;SPC WV S     -   174,220.      534,160.      MT  (+/- 180 meters Scaled)
 HX2545
 HX2545                          SUPERSEDED SURVEY CONTROL
 HX2545
 HX2545  NGVD 29 (??/??/92)  233.766  (m)          766.95   (f) ADJ UNCH    2 0
 HX2545
 HX2545.Superseded values are not recommended for survey control.
 HX2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2545.See file dsdata.txt to determine how the superseded data were derived.
 HX2545
 HX2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC341690(NAD 83)
 HX2545_MARKER: DB = BENCH MARK DISK
 HX2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2545_STAMPING: U 99 1956
 HX2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2545+STABILITY: SURFACE MOTION
 HX2545
 HX2545  HISTORY     - Date     Condition        Report By
 HX2545  HISTORY     - 1956     MONUMENTED       CGS
 HX2545
 HX2545                          STATION DESCRIPTION
 HX2545
 HX2545'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2545'2.4 MI N FROM HEIZER.
 HX2545'ABOUT 2.45 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 HX2545'HEIZER, ABOUT 1.05 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY
 HX2545'34 AT SIGMAN, 19 FEET EAST OF CENTER LINE OF ROAD AND NEAR THE
 HX2545'FOOT OF A CURVED GRADE, 24 FEET SOUTH OF EAST END OF A 45-INCH
 HX2545'CONCRETE PIPE CULVERT UNDER ROAD FOR A CREEK BRANCH, 1 FOOT WEST
 HX2545'OF A FENCE LINE, 4 FEET NORTH OF A CROOKED TRUNK 14-INCH BLACK
 HX2545'WALNUT TREE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 HX2545'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED
 HX2545'FROM THE SCHOOL AT LIBERTY, PUTNAM COUNTY, BY GOING ABOUT 2.65
 HX2545'MILES SOUTHWEST ALONG STATE HIGHWAY 34, THENCE ABOUT 1.05
 HX2545'MILES SOUTH ALONG A GRAVEL ROAD LEADING TO HEIZER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0865 ***********************************************************************
 JX0865  DESIGNATION -  UC UCCO
 JX0865  PID         -  JX0865
 JX0865  STATE/COUNTY-  WV/TYLER
 JX0865  USGS QUAD   -  BENS RUN (1994)
 JX0865
 JX0865                         *CURRENT SURVEY CONTROL
 JX0865  ___________________________________________________________________
 JX0865* NAD 83(1986)-  39 29 06.     (N)    081 05 40.     (W)     SCALED    
 JX0865* NAVD 88     -       195.422  (meters)     641.15   (feet)  ADJUSTED  
 JX0865  ___________________________________________________________________
 JX0865  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JX0865  DYNAMIC HT  -         195.306 (meters)     640.77  (feet)  COMP
 JX0865  MODELED GRAV-     980,029.8   (mgal)                       NAVD 88
 JX0865
 JX0865  VERT ORDER  -  FIRST     CLASS II
 JX0865
 JX0865.The horizontal coordinates were scaled from a topographic map and have
 JX0865.an estimated accuracy of +/- 6 seconds.
 JX0865
 JX0865.The orthometric height was determined by differential leveling
 JX0865.and adjusted by the National Geodetic Survey in June 1991..
 JX0865
 JX0865.The geoid height was determined by GEOID03.
 JX0865
 JX0865.The dynamic height is computed by dividing the NAVD 88
 JX0865.geopotential number by the normal gravity value computed on the
 JX0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0865.degrees latitude (g = 980.6199 gals.).
 JX0865
 JX0865.The modeled gravity was interpolated from observed gravity values.
 JX0865
 JX0865;                    North         East    Units  Estimated Accuracy
 JX0865;SPC WV N     -   110,570.      462,840.      MT  (+/- 180 meters Scaled)
 JX0865
 JX0865                          SUPERSEDED SURVEY CONTROL
 JX0865
 JX0865  NGVD 29 (??/??/92)  195.612  (m)          641.77   (f) ADJ UNCH    1 2
 JX0865
 JX0865.Superseded values are not recommended for survey control.
 JX0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0865.See file dsdata.txt to determine how the superseded data were derived.
 JX0865
 JX0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD918706(NAD 83)
 JX0865_MARKER: Z = SEE DESCRIPTION
 JX0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0865_STAMPING: U C
 JX0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0865+STABILITY: SURFACE MOTION
 JX0865
 JX0865  HISTORY     - Date     Condition        Report By
 JX0865  HISTORY     - UNK      MONUMENTED       LOCENG
 JX0865  HISTORY     - 1957     GOOD             NGS
 JX0865  HISTORY     - 1983     GOOD             NGS
 JX0865
 JX0865                          STATION DESCRIPTION
 JX0865
 JX0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0865'1.6 MI NE FROM BENS RUN.
 JX0865'ABOUT 1.55 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0865'FROM THE JUNCTION OF STATE HIGHWAY 2 AND BENS RUN ROAD AT BENS
 JX0865'RUN, ABOUT 0.1 MILE SOUTHEAST OF THE RAILROAD AND HIGHWAY 2, AT
 JX0865'UNION CARBIDE COMPANY PLANT, 76 1/2 FEET SOUTHWEST AND ACROSS
 JX0865'ENTRANCE DRIVE FROM THE SOUTH CORNER OF BRICK OFFICE BUILDING,
 JX0865'17 FEET SOUTHWEST OF CENTER OF MAIN GATE ENTRANCE TO PLANT, 8 1/2
 JX0865'FEET EAST OF NORTH CORNER OF GUARD HOUSE, 6 FEET NORTHEAST OF
 JX0865'NORTHEAST CORNER FACE OF GUARD HOUSE, ABOUT LEVEL WITH ENTRANCE
 JX0865'ROAD AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 JX0865'GROUND.
 JX0865
 JX0865                          STATION RECOVERY (1983)
 JX0865
 JX0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0865'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE WITH
 JX0865'THE FOLLOWING CORRECTIONS.  DELETE--6 FEET NORTHEAST OF THE NORTHEAST
 JX0865'FACE OF THE GUARD HOUSE.  CHANGE--THE MARK IS NOW RECESSED 15 CM (0.6
 JX0865'IN) IN THE SIDEWALK AT THE NORTHEAST FACE OF THE GUARD HOUSE AND
 JX0865'PROTECTED BY A 12-INCH SQUARE STEEL COVER, MONUMENTATION IS A STEEL
 JX0865'PLUG SET IN TOP OF A 6-INCH ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2262 ***********************************************************************
 HY2262  DESIGNATION -  UGLY
 HY2262  PID         -  HY2262
 HY2262  STATE/COUNTY-  WV/LINCOLN
 HY2262  USGS QUAD   -  BIG CREEK (1962)
 HY2262
 HY2262                         *CURRENT SURVEY CONTROL
 HY2262  ___________________________________________________________________
 HY2262* NAD 83(1995)-  38 05 46.46927(N)    082 05 59.46614(W)     ADJUSTED  
 HY2262* NAVD 88     -       398.0    (meters)    1306.     (feet)  VERTCON   
 HY2262  ___________________________________________________________________
 HY2262  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 HY2262  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HY2262
 HY2262  HORZ ORDER  -  THIRD
 HY2262
 HY2262.The horizontal coordinates were established by classical geodetic methods
 HY2262.and adjusted by the National Geodetic Survey in April 1998..
 HY2262
 HY2262.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2262
 HY2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2262
 HY2262.The geoid height was determined by GEOID03.
 HY2262
 HY2262;                    North         East     Units Scale Factor Converg.
 HY2262;SPC WV S     -   122,242.224   503,533.023   MT  0.99992686   -0 40 47.7
 HY2262;UTM  17      - 4,217,064.433   403,560.865   MT  0.99971454   -0 40 43.1
 HY2262
 HY2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2262!SPC WV S     -   0.99994269  x   0.99992686  =   0.99986955
 HY2262!UTM  17      -   0.99994269  x   0.99971454  =   0.99965725
 HY2262
 HY2262:                Primary Azimuth Mark                     Grid Az
 HY2262:SPC WV S     -  UGLY AZ MK                               041 08 04.0
 HY2262:UTM  17      -  UGLY AZ MK                               041 07 59.4
 HY2262
 HY2262|---------------------------------------------------------------------|
 HY2262| PID    Reference Object                     Distance      Geod. Az  |
 HY2262|                                                           dddmmss.s |
 HY2262| DC2647 UGLY AZ MK                                         0402716.3 |
 HY2262| DC2648 UGLY RM 1                            11.738 METERS 11843     |
 HY2262| DC2649 UGLY RM 2                            15.554 METERS 28517     |
 HY2262|---------------------------------------------------------------------|
 HY2262
 HY2262                          SUPERSEDED SURVEY CONTROL
 HY2262
 HY2262  NAD 83(1995)-  38 05 46.47193(N)    082 05 59.46848(W) AD(       ) 3
 HY2262  NAD 83(1986)-  38 05 46.47651(N)    082 05 59.47176(W) AD(       ) 3
 HY2262  NAD 27      -  38 05 46.13140(N)    082 05 59.99620(W) AD(       ) 3
 HY2262  NGVD 29 (07/19/86)  398.2    (m)         1306.     (f) VERT ANG       
 HY2262
 HY2262.Superseded values are not recommended for survey control.
 HY2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2262.See file dsdata.txt to determine how the superseded data were derived.
 HY2262
 HY2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC0356117064(NAD 83)
 HY2262_MARKER: DS = TRIANGULATION STATION DISK
 HY2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2262
 HY2262  HISTORY     - Date     Condition        Report By
 HY2262  HISTORY     - 1957     MONUMENTED       CGS
 HY2262
 HY2262                          STATION DESCRIPTION
 HY2262
 HY2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2262'STATION IS ON A HIGH HILL APPROXIMATELY 5 MILES NORTH OF HARTS, 4.5
 HY2262'MILES EAST SOUTHEAST OF RANGER, 2 MILES NORTHEAST OF THE CONFLUENCE
 HY2262'OF BIG UGLY CREEK AND GUYANDOT RIVER, AT THE HEAD OF LITTLE UGLY
 HY2262'CREEK AND ON LAND OWNED BY MR. DIMPLE HAGER.  (HILL IS LOCALLY
 HY2262'KNOWN AS NESTER LAND NOB.)
 HY2262'
 HY2262'TO REACH FROM THE RAILROAD DEPOT IN WEST HAMLIN, GO SOUTH ON STATE
 HY2262'HIGHWAY 10 FOR 5.5 MILES TO THE TOWN OF BRANCHLAND, CONTINUE SOUTH ON
 HY2262'STATE HIGHWAY 10 FOR 4.95 MILES TO A STEEL BRIDGE, CROSS BRIDGE AND
 HY2262'CONTINUE ON HIGHWAY FOR 3.7 MILES TO A SIDE ROAD ON THE LEFT AND
 HY2262'SIGN ON RIGHT GIL 5, TURN LEFT, CROSS BRIDGE AND RAILROAD TRACKS FOR
 HY2262'0.1 MILE, TURN RIGHT AND GO BETWEEN THE RANGER RAILROAD STATION
 HY2262'AND STORES AND CONTINUE SOUTHEAST ALONG THE EAST SIDE OF RIVER AND
 HY2262'RAILROAD FOR 4.1 MILE TO A SIDE ROAD ON THE LEFT UP HOLLOW, KEEP
 HY2262'RIGHT ON THE MAIN ROAD AND GO 0.95 MILE TO A LARGE WHITE HOUSE AND
 HY2262'THE GIL POST OFFICE ON THE LEFT, CONTINUE SOUTH ON GRAVEL ROAD FOR
 HY2262'0.5 MILE TO A SIDE ROAD ON THE RIGHT, JUST PAST OLD HOUSE ON RIGHT,
 HY2262'CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 0.5 MILE TO A ROAD LEFT
 HY2262'(JUST PAST A TRIANGULAR BLAZE ON A 10 INCH OAK TREE ON LEFT), TURN
 HY2262'LEFT ONTO SIDE ROAD AND GO NORTHEAST UP SIDE OF HILL FOR 0.65 MILE TO
 HY2262'TOP OF RIDGE, CONTINUE NORTHEAST ON ROAD ALONG TOP OF RIDGE FOR 0.7
 HY2262'MILE TO A BARN, BOARD GATE AND WHERE ROAD STARTS DOWN HILL, (PASS
 HY2262'THROUGH GATE AND FOLLOW MAIN ROAD AROUND WEST SIDE OF HILL FOR 0.55
 HY2262'MILE TO A BARN AND BOARD GATE, PASS THROUGH GATE AND CONTINUE UP
 HY2262'GRADE ON ROAD FOR 0.05 MILE TO A LARGE BOULDER AND THE AZIMUTH
 HY2262'MARK ON THE RIGHT.) CONTINUE NORTHEAST UP HILL, ALONG POWER LINE,
 HY2262'FOR 0.2 MILE TO THE HIGHEST PART OF HILL AND THE STATION.
 HY2262'
 HY2262'STATION MARKS ARE STANDARD DISKS STAMPED UGLY 1957.  THE SURFACE DISK
 HY2262'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 17
 HY2262'FEET EAST OF A FENCE LINE.  THE UNDERGROUND DISK IS SET IN AN
 HY2262'IRREGULAR MASS OF CONCRETE 24 INCHES BELOW THE SURFACE OF THE GROUND.
 HY2262'
 HY2262'REFERENCE MARK NO.1, A STANDARD DISK STAMPED UGLY NO 1 1957, IS SET
 HY2262'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 HY2262'APPROXIMATELY 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 HY2262'
 HY2262'REFERENCE MARK NO.2, A STANDARD DISK STAMPED UGLY NO 2 1957, IS
 HY2262'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 3 FEET.  IT IS
 HY2262'33 FEET WEST OF A FENCE LINE.
 HY2262'
 HY2262'AZIMUTH MARK, A STANDARD DISK STAMPED UGLY 1957, IS CEMENTED IN A
 HY2262'DRILL HOLE IN A BOULDER WHICH PROJECTS 3 FEET.  IT IS 9 FEET
 HY2262'SOUTHEAST OF THE CENTER OF A TRACK ROAD AND UNDER A NORTH SOUTH FENCE
 HY2262'LINE.  A STANDARD WITNESS POST WAS SET 6 FEET SOUTHWEST OF THE
 HY2262'MARK.
 HY2262'
 HY2262'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2689 ***********************************************************************
 HX2689  DESIGNATION -  UNION
 HX2689  PID         -  HX2689
 HX2689  STATE/COUNTY-  WV/WIRT
 HX2689  USGS QUAD   -  LIVERPOOL (1975)
 HX2689
 HX2689                         *CURRENT SURVEY CONTROL
 HX2689  ___________________________________________________________________
 HX2689* NAD 83(1995)-  38 58 32.67441(N)    081 31 57.65865(W)     ADJUSTED  
 HX2689* NAVD 88     -       356.911  (meters)    1170.97   (feet)  ADJUSTED  
 HX2689  ___________________________________________________________________
 HX2689  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 HX2689  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HX2689  DYNAMIC HT  -         356.684 (meters)    1170.22  (feet)  COMP
 HX2689  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 HX2689
 HX2689  HORZ ORDER  -  SECOND
 HX2689  VERT ORDER  -  SECOND    CLASS 0
 HX2689
 HX2689.The horizontal coordinates were established by classical geodetic methods
 HX2689.and adjusted by the National Geodetic Survey in April 1998..
 HX2689
 HX2689.The orthometric height was determined by differential leveling
 HX2689.and adjusted by the National Geodetic Survey in June 1991..
 HX2689
 HX2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2689
 HX2689.The geoid height was determined by GEOID03.
 HX2689
 HX2689.The dynamic height is computed by dividing the NAVD 88
 HX2689.geopotential number by the normal gravity value computed on the
 HX2689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2689.degrees latitude (g = 980.6199 gals.).
 HX2689
 HX2689.The modeled gravity was interpolated from observed gravity values.
 HX2689
 HX2689;                    North         East     Units Scale Factor Converg.
 HX2689;SPC WV N     -    54,808.428   423,870.084   MT  1.00000467   -1 17 47.0
 HX2689;SPC WV S     -   219,428.530   553,839.124   MT  1.00002100   -0 19 45.5
 HX2689;UTM  17      - 4,314,219.667   453,858.163   MT  0.99962622   -0 20 06.2
 HX2689
 HX2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2689!SPC WV N     -   0.99994933  x   1.00000467  =   0.99995400
 HX2689!SPC WV S     -   0.99994933  x   1.00002100  =   0.99997033
 HX2689!UTM  17      -   0.99994933  x   0.99962622  =   0.99957557
 HX2689
 HX2689|---------------------------------------------------------------------|
 HX2689| PID    Reference Object                     Distance      Geod. Az  |
 HX2689|                                                           dddmmss.s |
 HX2689| HX2690 UNION RM 1                            8.199 METERS 18120     |
 HX2689| DC4904 UNION AZ MK                                        2364722.9 |
 HX2689| HX2688 UNION RM 2                            5.117 METERS 34125     |
 HX2689|---------------------------------------------------------------------|
 HX2689
 HX2689                          SUPERSEDED SURVEY CONTROL
 HX2689
 HX2689  NAD 83(1995)-  38 58 32.67955(N)    081 31 57.66410(W) AD(       ) 2
 HX2689  NAD 83(1986)-  38 58 32.67953(N)    081 31 57.66407(W) AD(       ) 2
 HX2689  NAD 27      -  38 58 32.38400(N)    081 31 58.22400(W) AD(       ) 2
 HX2689  NGVD 29 (??/??/92)  357.086  (m)         1171.54   (f) ADJ UNCH    2 0
 HX2689
 HX2689.Superseded values are not recommended for survey control.
 HX2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2689.See file dsdata.txt to determine how the superseded data were derived.
 HX2689
 HX2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5385814220(NAD 83)
 HX2689_MARKER: DS = TRIANGULATION STATION DISK
 HX2689_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX2689_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX2689_STAMPING: UNION 1944
 HX2689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2689
 HX2689  HISTORY     - Date     Condition        Report By
 HX2689  HISTORY     - 1944     MONUMENTED       CGS
 HX2689  HISTORY     - 1956     GOOD             NGS
 HX2689  HISTORY     - 1974     GOOD             THOMAS
 HX2689
 HX2689                          STATION DESCRIPTION
 HX2689
 HX2689'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2689'STATION IS LOCATED
 HX2689'ABOUT 3 MILES NNW
 HX2689'OF THE SMALL VILLAGE OF GARFIELD, ON A HIGH
 HX2689'BRUSHY-TOPPED KNOLL, AND ON LAND
 HX2689'OWNED BY THE I.F. DAILEY ESTATE.
 HX2689'IT IS ABOUT 75 YARDS NE OF THE UNION CHURCH.
 HX2689'STAMPED UNION 1944
 HX2689'AND PROJECTS 6 INCHES.  STATION AND REF. MARKS ARE BRONZE DISKS
 HX2689'SET IN
 HX2689'CONCRETE AT THE CENTERS OF THE TOPS OF TILES.  UNDERGROUND
 HX2689'MARK AND AZIMUTH MARK ARE
 HX2689'BRONZE DISKS SET IN CONCRETE.
 HX2689'
 HX2689'REFERENCE MARK 1 IS ABOUT 3 FEET LOWER IN ELEVATION THAN
 HX2689'THE STATION MARK.
 HX2689'IT IS STAMPED UNION NO 1 1944.
 HX2689'
 HX2689'REFERENCE MARK 2 IS ABOUT 1 FOOT LOWER IN ELEVATION THAN
 HX2689'STATION MARK.  IT
 HX2689'IS STAMPED UNION NO 2 1944.
 HX2689'
 HX2689'AZIMUTH MARK IS 92 PACES E OF THE APPROXIMATE CENTER LINE
 HX2689'OF A GRADED DIRT
 HX2689'ROAD AND 12 FEET S OF THE APPROXIMATE CENTER
 HX2689'LINE OF A FARM DRIVEWAY.  IT IS
 HX2689'STAMPED UNION 1944 AND PROJECTS
 HX2689'ABOUT 3 INCHES.
 HX2689'
 HX2689'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14
 HX2689'AND THE GARFIELD
 HX2689'MACADAM ROAD WHICH IS 0.4 MILE S OF THE SMALL
 HX2689'VILLAGE OF PALESTINE, GO SW ON THE
 HX2689'GARFIELD ROAD FOR 10.45 MILES
 HX2689'TO A CROSS ROAD AT THE SUMMIT OF A GRADE, HERE TURN
 HX2689'SHARP RIGHT
 HX2689'ON DIRT ROAD AND GO 0.7 MILE TO A Y-INTERSECTION, CONTINUE
 HX2689'STRAIGHT AHEAD FOR
 HX2689'1.05 MILES TO AN OLD UNPAINTED LARGE BARN ON
 HX2689'THE LEFT AND AN IRON GATE ON THE
 HX2689'RIGHT THAT IS THE ENTRANCE OF A
 HX2689'FARM DRIVEWAY.  (AZIMUTH MARK IS 92 PACES E ALONG
 HX2689'FARM DRIVEWAY.)
 HX2689'CONTINUE ON N FOR 0.6 MILE TO THE UNION CHURCH HOUSE ON THE
 HX2689'RIGHT.  HERE
 HX2689'BACK-PACK IN A NE DIRECTION FOR ABOUT 75 YARDS TO
 HX2689'THE SUMMIT OF THE BRUSH-COVERED
 HX2689'HILL AND STATION.
 HX2689'
 HX2689'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 HX2689
 HX2689                          STATION RECOVERY (1956)
 HX2689
 HX2689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HX2689'4.9 MI S FROM WINDY.
 HX2689'ABOUT 4.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 HX2689'AND POST OFFICE AT WINDY, ABOUT 0.1 MILE NORTHEAST ACROSS COUNTRY
 HX2689'FROM UNION CHAPEL METHODIST CHURCH AND CEMETERY, AT THE TOP AND
 HX2689'NEAR THE CENTER OF KNOLL OF A PROMINENT HILL, 16 1/2 FEET
 HX2689'SOUTH-SOUTHEAST OF RM NO. 2, 27 FEET NORTH-NORTHEAST OF RM NO.
 HX2689'1, AND SET IN THE TOP OF A CONCRETE FILLED IRON POST PROJECTING
 HX2689'5 INCHES.
 HX2689
 HX2689                          STATION RECOVERY (1974)
 HX2689
 HX2689'RECOVERY NOTE BY THOMAS ENG AND SURV 1974 (LRC)
 HX2689'UNION 1944 RECOVERED GOOD AS DESCRIBED.
 HX2689'
 HX2689'RM NO. 1 RECOVERED GOOD.
 HX2689'
 HX2689'RM NO. 2 RECOVERED GOOD.
 HX2689'
 HX2689'AZ. MK. NOT SEARCHED FOR.
 HX2689'
 HX2689'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NNW OF GARFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2849 ***********************************************************************
 HX2849  DESIGNATION -  UNION
 HX2849  PID         -  HX2849
 HX2849  STATE/COUNTY-  WV/UPSHUR
 HX2849  USGS QUAD   -  BUCKHANNON (1989)
 HX2849
 HX2849                         *CURRENT SURVEY CONTROL
 HX2849  ___________________________________________________________________
 HX2849* NAD 83(1995)-  38 54 21.51585(N)    080 07 52.75420(W)     ADJUSTED  
 HX2849* NAVD 88     -       672.5    (meters)    2206.     (feet)  VERTCON   
 HX2849  ___________________________________________________________________
 HX2849  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 HX2849  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HX2849
 HX2849  HORZ ORDER  -  THIRD
 HX2849
 HX2849.The horizontal coordinates were established by classical geodetic methods
 HX2849.and adjusted by the National Geodetic Survey in April 1998..
 HX2849
 HX2849.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2849
 HX2849.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2849
 HX2849.The geoid height was determined by GEOID03.
 HX2849
 HX2849;                    North         East     Units Scale Factor Converg.
 HX2849;SPC WV S     -   211,903.835   675,349.329   MT  1.00000490   +0 32 13.2
 HX2849;UTM  17      - 4,306,701.408   575,320.539   MT  0.99966986   +0 32 44.1
 HX2849
 HX2849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2849!SPC WV S     -   0.99989942  x   1.00000490  =   0.99990432
 HX2849!UTM  17      -   0.99989942  x   0.99966986  =   0.99956932
 HX2849
 HX2849|---------------------------------------------------------------------|
 HX2849| PID    Reference Object                     Distance      Geod. Az  |
 HX2849|                                                           dddmmss.s |
 HX2849| DC4906 UNION RM 1                           13.103 METERS 02448     |
 HX2849| DC4907 UNION RM 2                           13.198 METERS 11622     |
 HX2849| DC4905 UNION AZ MK                                        2014855.3 |
 HX2849|---------------------------------------------------------------------|
 HX2849
 HX2849                          SUPERSEDED SURVEY CONTROL
 HX2849
 HX2849  NAD 83(1986)-  38 54 21.52100(N)    080 07 52.76643(W) AD(       ) 3
 HX2849  NAD 27      -  38 54 21.15530(N)    080 07 53.48450(W) AD(       ) 3
 HX2849  NGVD 29 (07/19/86)  672.7    (m)         2207.     (f) VERT ANG       
 HX2849
 HX2849.Superseded values are not recommended for survey control.
 HX2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2849.See file dsdata.txt to determine how the superseded data were derived.
 HX2849
 HX2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7532106701(NAD 83)
 HX2849_MARKER: DS = TRIANGULATION STATION DISK
 HX2849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2849
 HX2849  HISTORY     - Date     Condition        Report By
 HX2849  HISTORY     - 1956     MONUMENTED       CGS
 HX2849
 HX2849                          STATION DESCRIPTION
 HX2849
 HX2849'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HX2849'THE STATION IS LOCATED AIRLINE, ABOUT 8 MILES SOUTHEAST OF
 HX2849'BUCKHANNON, 2-1/2 MILES
 HX2849'SOUTHWEST OF ELLAMORE AND 1/2 MILE NORTH OF THE MT. UNION METHODIST
 HX2849'CHURCH AND CEMETERY.  IT IS ON THE
 HX2849'SUMMIT OF A BARE HILL AND ABOUT 0.1 MILE EAST OF A MACADAM ROAD WHICH
 HX2849'LEADS SOUTH FROM U.S. HIGHWAY
 HX2849'33.
 HX2849'
 HX2849'THE STATION IS A STANDARD DISK STAMPED UNION 1956 SET IN THE TOP OF A
 HX2849'10-INCH SQUARE CONCRETE
 HX2849'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 4 FEET EAST OF
 HX2849'A NORTH-SOUTH FENCE LINE.
 HX2849'
 HX2849'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED UNION NO 1 1956
 HX2849'SET IN THE TOP OF A
 HX2849'10-INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 HX2849'GROUND.  IT IS 1 FOOT EAST OF A
 HX2849'NORTH-SOUTH FENCE LINE AND ABOUT 2 FEET LOWER THAN THE STATION.
 HX2849'
 HX2849'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED UNION NO 2 1956
 HX2849'SET IN THE TOP OF A
 HX2849'10-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS
 HX2849'ABOUT THE SAME ELEVATION AS THE
 HX2849'STATION.
 HX2849'
 HX2849'THE AZIMUTH MARK IS A STANDARD DISK STAMPED UNION 1956 SET IN THE TOP
 HX2849'OF A 10-INCH SQUARE CONCRETE
 HX2849'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 0.05 MILE
 HX2849'NORTH OF THE MT. UNION METHODIST
 HX2849'CHURCH, 12 FEET WEST OF THE CENTER LINE OF A MACADAM
 HX2849'ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 HX2849'
 HX2849'TO REACH THE STATION FROM OSBURNS STORE AND PURE GAS STATION (18
 HX2849'MILES WEST OF ELKINS) IN ELLAMORE, GO WEST ON U.S.
 HX2849'HIGHWAY 33 TOWARD BUCKHANNON FOR 2.5 MILES TO A CHURCH ON THE RIGHT
 HX2849'AND A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHERLY ON
 HX2849'A MACADAM ROAD FOR 0.2 MILE TO A FORK, TAKE THE LEFT FORK AND GO
 HX2849'SOUTHERLY FOR 1.55 MILES TO THE ELLIS F. LANTZ
 HX2849'MAIL BOX AND RESIDENCE ON THE LEFT.  (CONTINUE
 HX2849'SOUTH FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.) TURN LEFT
 HX2849'AND GO EAST, PASSING THROUGH TWO GATES, FOR
 HX2849'0.05 MILE TO THE SOUTHEAST CORNER OF A BARN.  TURN RIGHT AND GO
 HX2849'SOUTHERLY UP HILL FOR 0.1 MILE TO THE
 HX2849'SUMMIT AND THE STATION.
 HX2849'
 HX2849'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1267 ***********************************************************************
 JW1267  DESIGNATION -  UNION
 JW1267  PID         -  JW1267
 JW1267  STATE/COUNTY-  WV/GRANT
 JW1267  USGS QUAD   -  MOUNT STORM (1981)
 JW1267
 JW1267                         *CURRENT SURVEY CONTROL
 JW1267  ___________________________________________________________________
 JW1267* NAD 83(1995)-  39 16 21.07294(N)    079 10 37.52155(W)     ADJUSTED  
 JW1267* NAVD 88     -       951.1    (meters)    3120.     (feet)  VERTCON   
 JW1267  ___________________________________________________________________
 JW1267  LAPLACE CORR-          -7.45  (seconds)                    DEFLEC99
 JW1267  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JW1267
 JW1267  HORZ ORDER  -  FIRST
 JW1267
 JW1267.The horizontal coordinates were established by classical geodetic methods
 JW1267.and adjusted by the National Geodetic Survey in April 1998..
 JW1267
 JW1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1267
 JW1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1267
 JW1267.The geoid height was determined by GEOID03.
 JW1267
 JW1267;                    North         East     Units Scale Factor Converg.
 JW1267;SPC WV N     -    85,812.763   627,863.786   MT  0.99995966   +0 12 21.4
 JW1267;SPC MD       -   180,499.721   212,154.904   MT  0.99997377   -1 21 59.1
 JW1267;SPC MD       -   592,189.50    696,044.88   sFT  0.99997377   -1 21 59.1
 JW1267;UTM  17      - 4,348,602.909   657,247.059   MT  0.99990446   +1 09 15.0
 JW1267
 JW1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1267!SPC WV N     -   0.99985574  x   0.99995966  =   0.99981540
 JW1267!SPC MD       -   0.99985574  x   0.99997377  =   0.99982951
 JW1267!UTM  17      -   0.99985574  x   0.99990446  =   0.99976021
 JW1267
 JW1267|---------------------------------------------------------------------|
 JW1267| PID    Reference Object                     Distance      Geod. Az  |
 JW1267|                                                           dddmmss.s |
 JW1267| CX5525 UNION RM 1                           18.668 METERS 01154     |
 JW1267| CX5526 UNION RM 2                           17.661 METERS 07823     |
 JW1267| CX5524 UNION AZ MK                                        1110615.8 |
 JW1267|---------------------------------------------------------------------|
 JW1267
 JW1267                          SUPERSEDED SURVEY CONTROL
 JW1267
 JW1267  NAD 83(1995)-  39 16 21.07841(N)    079 10 37.52464(W) AD(       ) 1
 JW1267  NAD 83(1986)-  39 16 21.08206(N)    079 10 37.52989(W) AD(       ) 1
 JW1267  NAD 27      -  39 16 20.70399(N)    079 10 38.39982(W) AD(       ) 1
 JW1267  NGVD 29 (07/19/86)  951.2    (m)         3121.     (f) VERT ANG       
 JW1267
 JW1267.Superseded values are not recommended for survey control.
 JW1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1267.See file dsdata.txt to determine how the superseded data were derived.
 JW1267
 JW1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD5724748603(NAD 83)
 JW1267_MARKER: DS = TRIANGULATION STATION DISK
 JW1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1267_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1267
 JW1267  HISTORY     - Date     Condition        Report By
 JW1267  HISTORY     - 1975     MONUMENTED       NGS
 JW1267
 JW1267                          STATION DESCRIPTION
 JW1267
 JW1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1267'THE STATION IS ABOUT 15 MILES SOUTHEAST OF OAKLAND, MARYLAND, 3-1/2
 JW1267'MILES EAST OF MOUNT STORM, WEST VIRGINIA, 1 MILE SOUTH-SOUTHWEST
 JW1267'OF THE SMALL COMMUNITY OF MOUNT PISGAH AND IS ON PROPERTY OWNED BY
 JW1267'THE WESTERN UNION TELEGRAPH COMPANY.  PERMISSION WAS GRANTED BY
 JW1267'MISTER A. CODO, MICROWAVE FIELD SUPERVISOR, TELEPHONE NUMBER 304-
 JW1267'822-3581, ROMNEY, WEST VIRGINIA.
 JW1267'
 JW1267'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JW1267'STATE HIGHWAY 42 IN MOUNT STORM, GO NORTHEAST ON U.S. HIGHWAY 50
 JW1267'FOR 2.9 MILES TO A CROSSROAD, SCHELL ROAD, CONTINUE NORTHEAST ON
 JW1267'U.S. HIGHWAY 50 FOR 1.9 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 JW1267'AND GO SOUTHERLY ON ARNOLD MINE ROAD FOR 0.9 MILE TO A FORK, JUST
 JW1267'AFTER CROSSING A SMALL BRIDGE, TAKE THE LEFT FORK AND CONTINUE
 JW1267'SOUTHERLY FOR 1.5 MILE TO MISTER A.O. HAWKS HOME, AT MAIL BOX
 JW1267'115, CONTINUE SOUTHERLY FOR 0.15 MILE TO A SIDE ROAD AND A GATE
 JW1267'ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 0.35 MILE ON A
 JW1267'GRAVEL ROAD TO A GATE AND A HOUSE, CONTINUE SOUTHWESTERLY FOR 0.1
 JW1267'MILE TO A GATE, CONTINUE SOUTHERLY ON THE GRAVEL ROAD FOR 0.4
 JW1267'MILE TO A FORK, TAKE THE LEFT FORK AND CONTINUE SOUTHERLY FOR 0.5
 JW1267'MILE TO THE TOP OF A HILL AND THE AZIMUTH MARK ON THE RIGHT.
 JW1267'CONTINUE ON THE GRAVEL ROAD WESTERLY FOR 0.05 MILE TO A
 JW1267'MICROWAVE TOWER, CONTINUE WEST ACROSS A PASTURE ON A DIM TRACK
 JW1267'ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 JW1267'
 JW1267'THE STATION MARK IS A STANDARD DISK, STAMPED---UNION 1975---, SET IN
 JW1267'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 JW1267'WITH THE GROUND.  IT IS 3.0 FEET EAST OF A METAL WITNESS POST, 28.0
 JW1267'FEET SOUTH OF THE WEST AND SHORT GUYLINE DEADMAN AND 62.5 FEET
 JW1267'SOUTH OF THE WITNESS POST AT REFERENCE MARK 1.  THE UNDERGROUND
 JW1267'MARK IS A STANDARD DISK, STAMPED---UNION 1975---, SET IN AN
 JW1267'IRREGULAR MASS OF CONCRETE IN BEDROCK 22 INCHES BELOW THE GROUND.
 JW1267'
 JW1267'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---UNION NO 1 1975---,
 JW1267'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JW1267'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1.5 FEET SOUTHWEST OF A
 JW1267'METAL WITNESS POST, 37.3 FEET NORTH OF THE WEST DEADMAN, 63.8
 JW1267'FEET NORTH OF THE WITNESS POST AT THE STATION AND IS ABOUT THE
 JW1267'SAME ELEVATION AS THE STATION.
 JW1267'
 JW1267'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---UNION NO 2 1975---,
 JW1267'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT.  IT IS
 JW1267'60.3 FEET EAST OF THE WITNESS POST AT THE STATION, 64.5 FEET EAST
 JW1267'OF THE WEST DEADMAN, 68.5 FEET NORTHWEST OF THE SOUTHWEST CORNER
 JW1267'OF A CYCLONE FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.
 JW1267'
 JW1267'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---UNION AZ 1975---, SET
 JW1267'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 JW1267'6 INCHES ABOVE THE GROUND.  IT IS 1.7 FEET WEST OF A METAL WITNESS
 JW1267'POST, 11.4 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVEL ROAD
 JW1267'AND 23.7 FEET WEST OF AN OAK TREE, 24 INCHES IN DIAMETER.
 JW1267'
 JW1267'HEIGHT OF LIGHT ABOVE STATION MARK WAS 24.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1961 ***********************************************************************
 JX1961  DESIGNATION -  UNION
 JX1961  PID         -  JX1961
 JX1961  STATE/COUNTY-  WV/DODDRIDGE
 JX1961  USGS QUAD   -  WEST UNION (1987)
 JX1961
 JX1961                         *CURRENT SURVEY CONTROL
 JX1961  ___________________________________________________________________
 JX1961* NAD 83(1995)-  39 17 22.61587(N)    080 48 14.75611(W)     ADJUSTED  
 JX1961* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 JX1961  ___________________________________________________________________
 JX1961  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 JX1961  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JX1961
 JX1961  HORZ ORDER  -  THIRD
 JX1961
 JX1961.The horizontal coordinates were established by classical geodetic methods
 JX1961.and adjusted by the National Geodetic Survey in April 1998..
 JX1961
 JX1961.The orthometric height was scaled from a topographic map.
 JX1961
 JX1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1961
 JX1961.The geoid height was determined by GEOID03.
 JX1961
 JX1961;                    North         East     Units Scale Factor Converg.
 JX1961;SPC WV N     -    88,477.082   487,501.275   MT  0.99995787   -0 49 54.2
 JX1961;UTM  17      - 4,348,934.618   516,894.053   MT  0.99960351   +0 07 26.6
 JX1961
 JX1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1961!SPC WV N     -   0.99994312  x   0.99995787  =   0.99990099
 JX1961!UTM  17      -   0.99994312  x   0.99960351  =   0.99954665
 JX1961
 JX1961|---------------------------------------------------------------------|
 JX1961| PID    Reference Object                     Distance      Geod. Az  |
 JX1961|                                                           dddmmss.s |
 JX1961| CX5522 UNION RM 1                           17.058 METERS 20958     |
 JX1961| JX1962 WEST UNION RAD KQC 532 MAST           5.611 METERS 25839     |
 JX1961| JX1964 PENNSBORO                           APPROX.14.3 KM 2642643.0 |
 JX1961| CX5523 UNION RM 2                           17.130 METERS 31001     |
 JX1961|---------------------------------------------------------------------|
 JX1961
 JX1961                          SUPERSEDED SURVEY CONTROL
 JX1961
 JX1961  NAD 83(1986)-  39 17 22.62063(N)    080 48 14.76439(W) AD(       ) 3
 JX1961  NAD 27      -  39 17 22.32220(N)    080 48 15.37660(W) AD(       ) 3
 JX1961
 JX1961.Superseded values are not recommended for survey control.
 JX1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1961.See file dsdata.txt to determine how the superseded data were derived.
 JX1961
 JX1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1689448935(NAD 83)
 JX1961_MARKER: DS = TRIANGULATION STATION DISK
 JX1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1961_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1961
 JX1961  HISTORY     - Date     Condition        Report By
 JX1961  HISTORY     - 1963     MONUMENTED       CGS
 JX1961
 JX1961                          STATION DESCRIPTION
 JX1961
 JX1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1961'THE STATION IS LOCATED ABOUT 9 MILES EAST OF PENNSBORO, 8 MILES SOUTH
 JX1961'OF SHIRLEY, 1-1/2 MILES WEST
 JX1961'OF WEST UNION, 1 MILE SOUTHEAST OF THE SMALL SETTLEMENT OF CENTRAL
 JX1961'STATION AND ON THE SAME KNOB THAT
 JX1961'THE UNION CARBIDE CORPORATION HAS A RADIO MAST.  IT
 JX1961'IS 9 FEET EAST OF THE WITNESS POST, 9 FEET EAST OF
 JX1961'THE SOUTHEAST CORNER OF THE CYCLONE
 JX1961'FENCE AROUND THE MAST, 31 FEET SOUTH OF A 12 INCH ELM TREE, 28 FEET
 JX1961'WEST OF AN 18 INCH OAK TREE, 18.5
 JX1961'FEET EAST OF THE CENTER OF THE RADIO MAST AND ON THE PROPERTY OWNED
 JX1961'BY UNION CARBIDE CORPORATION.  THE
 JX1961'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 JX1961'UNION 1963.
 JX1961'
 JX1961'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 18 IN
 JX1961'WEST UNION , GO SOUTHWESTERLY
 JX1961'ON U.S. HIGHWAY 50 FOR 2.8 MILES TO A SIDE ROAD TO THE RIGHT, (SIGN
 JX1961'ON THE LEFT READING CENTRAL STATION
 JX1961'3), TURN RIGHT AND GO NORTHERLY ON THE PAVED ROAD FOR
 JX1961'1.4 MILES TO A GRAVELED ROAD TO THE RIGHT, JUST
 JX1961'BEFORE CROSSING A CONCRETE CULVERT, TURN
 JX1961'RIGHT ON THE GRAVELED ROAD FOR ABOUT 200 YARDS TO A ROCK ROAD TO
 JX1961'THE RIGHT, JUST AFTER PASSING AN
 JX1961'UNPAINTED HOUSE ON THE RIGHT, BEAR RIGHT ON THE ROCK ROAD AND GO
 JX1961'UPHILL ON THE ROUGH ROCK ROAD FOR
 JX1961'0.7 MILE TO A CLEARED STRIP LEADING TO THE LEFT AND THE ROCK
 JX1961'ROAD GOING TO THE RIGHT UPHILL, CONTINUE
 JX1961'UPHILL ON THE ROCK ROAD FOR 0.2 MILE TO THE
 JX1961'SUMMIT OF THE RIDGE AND THE STATION AT THE RADIO MAST.
 JX1961'
 JX1961'REFERENCE MARK 1 IS 37 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 JX1961'CYCLONE FENCE, 22 FEET
 JX1961'NORTHEAST OF A TRIPLE TRUNK OAK TREE AND 50 FEET SOUTHWEST OF THE
 JX1961'WITNESS POST.  THE DISK IS CEMENTED
 JX1961'FLUSH IN A DRILLED HOLE IN THE OUTCROPPING BEDROCK WHICH IS FLUSH
 JX1961'WITH THE GROUND SURFACE.  THE DISK IS
 JX1961'STAMPED UNION NO 1 1963.
 JX1961'
 JX1961'REFERENCE MARK 2 IS 33 FEET NORTH OF THE NORTHWEST CORNER OF THE
 JX1961'CYCLONE FENCE AND 13.5 FEET
 JX1961'EAST OF AN 4 INCH IRON POWER LINE POLE LEADING TO THE BUILDING AT THE
 JX1961'MAST.  THE MONUMENT PROJECTS 5
 JX1961'INCHES AND THE DISK IS STAMPED UNION NO 2 1963.
 JX1961'
 JX1961'NOTE- NO SUITABLE SPOT FOR AN AZIMUTH MARK.
 JX1961'
 JX1961'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2690 ***********************************************************************
 HX2690  DESIGNATION -  UNION RM 1
 HX2690  PID         -  HX2690
 HX2690  STATE/COUNTY-  WV/WIRT
 HX2690  USGS QUAD   -  LIVERPOOL (1975)
 HX2690
 HX2690                         *CURRENT SURVEY CONTROL
 HX2690  ___________________________________________________________________
 HX2690* NAD 83(1986)-  38 58 32.     (N)    081 31 57.     (W)     SCALED    
 HX2690* NAVD 88     -       355.866  (meters)    1167.54   (feet)  ADJUSTED  
 HX2690  ___________________________________________________________________
 HX2690  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HX2690  DYNAMIC HT  -         355.640 (meters)    1166.80  (feet)  COMP
 HX2690  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 HX2690
 HX2690  VERT ORDER  -  SECOND    CLASS 0
 HX2690
 HX2690.The horizontal coordinates were scaled from a topographic map and have
 HX2690.an estimated accuracy of +/- 6 seconds.
 HX2690
 HX2690.The orthometric height was determined by differential leveling
 HX2690.and adjusted by the National Geodetic Survey in June 1991..
 HX2690
 HX2690.The geoid height was determined by GEOID03.
 HX2690
 HX2690.The dynamic height is computed by dividing the NAVD 88
 HX2690.geopotential number by the normal gravity value computed on the
 HX2690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2690.degrees latitude (g = 980.6199 gals.).
 HX2690
 HX2690.The modeled gravity was interpolated from observed gravity values.
 HX2690
 HX2690;                    North         East    Units  Estimated Accuracy
 HX2690;SPC WV N     -    54,790.      423,890.      MT  (+/- 180 meters Scaled)
 HX2690
 HX2690                          SUPERSEDED SURVEY CONTROL
 HX2690
 HX2690  NGVD 29 (??/??/92)  356.041  (m)         1168.11   (f) ADJ UNCH    2 0
 HX2690
 HX2690.Superseded values are not recommended for survey control.
 HX2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2690.See file dsdata.txt to determine how the superseded data were derived.
 HX2690
 HX2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD538141(NAD 83)
 HX2690_MARKER: DR = REFERENCE MARK DISK
 HX2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2690_STAMPING: UNION NO 1 1944
 HX2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2690+STABILITY: SURFACE MOTION
 HX2690
 HX2690  HISTORY     - Date     Condition        Report By
 HX2690  HISTORY     - 1944     MONUMENTED       CGS
 HX2690  HISTORY     - 1956     GOOD             NGS
 HX2690
 HX2690                          STATION DESCRIPTION
 HX2690
 HX2690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2690'4.9 MI S FROM WINDY.
 HX2690'ABOUT 4.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 HX2690'AND POST OFFICE AT WINDY, ABOUT 0.1 MILE NORTHEAST ACROSS COUNTRY
 HX2690'FROM THE UNION CHAPEL METHODIST CHURCH AND CEMETERY, AT THE SOUTH
 HX2690'EDGE OF CREST OF BRUSHY HILL, 27 FEET SOUTH-SOUTHWEST OF STATION
 HX2690'MARK, 43 FEET SOUTH OF RM NO. 2, ABOUT 3 FEET BELOW THE TOP OF
 HX2690'HILL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2688 ***********************************************************************
 HX2688  DESIGNATION -  UNION RM 2
 HX2688  PID         -  HX2688
 HX2688  STATE/COUNTY-  WV/WIRT
 HX2688  USGS QUAD   -  LIVERPOOL (1975)
 HX2688
 HX2688                         *CURRENT SURVEY CONTROL
 HX2688  ___________________________________________________________________
 HX2688* NAD 83(1986)-  38 58 32.     (N)    081 31 57.     (W)     SCALED    
 HX2688* NAVD 88     -       356.490  (meters)    1169.58   (feet)  ADJUSTED  
 HX2688  ___________________________________________________________________
 HX2688  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HX2688  DYNAMIC HT  -         356.263 (meters)    1168.84  (feet)  COMP
 HX2688  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 HX2688
 HX2688  VERT ORDER  -  SECOND    CLASS 0
 HX2688
 HX2688.The horizontal coordinates were scaled from a topographic map and have
 HX2688.an estimated accuracy of +/- 6 seconds.
 HX2688
 HX2688.The orthometric height was determined by differential leveling
 HX2688.and adjusted by the National Geodetic Survey in June 1991..
 HX2688
 HX2688.The geoid height was determined by GEOID03.
 HX2688
 HX2688.The dynamic height is computed by dividing the NAVD 88
 HX2688.geopotential number by the normal gravity value computed on the
 HX2688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2688.degrees latitude (g = 980.6199 gals.).
 HX2688
 HX2688.The modeled gravity was interpolated from observed gravity values.
 HX2688
 HX2688;                    North         East    Units  Estimated Accuracy
 HX2688;SPC WV N     -    54,790.      423,890.      MT  (+/- 180 meters Scaled)
 HX2688
 HX2688                          SUPERSEDED SURVEY CONTROL
 HX2688
 HX2688  NGVD 29 (??/??/92)  356.664  (m)         1170.16   (f) ADJ UNCH    2 0
 HX2688
 HX2688.Superseded values are not recommended for survey control.
 HX2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2688.See file dsdata.txt to determine how the superseded data were derived.
 HX2688
 HX2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD538141(NAD 83)
 HX2688_MARKER: DR = REFERENCE MARK DISK
 HX2688_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX2688_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX2688_STAMPING: UNION NO 2 1956
 HX2688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2688
 HX2688  HISTORY     - Date     Condition        Report By
 HX2688  HISTORY     - 1956     MONUMENTED       CGS
 HX2688
 HX2688                          STATION DESCRIPTION
 HX2688
 HX2688'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2688'4.9 MI S FROM WINDY.
 HX2688'ABOUT 4.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX2688'AND ROAD JUNCTION AT WINDY, ABOUT 0.1 MILE NORTHEAST ACROSS
 HX2688'COUNTRY FROM UNION CHAPEL METHODIST CHURCH AND CEMETERY, AT THE
 HX2688'NORTH-NORTHWEST EDGE OF CREST OF A BRUSHY HILL, 16 1/2 FEET
 HX2688'NORTH-NORTHWEST OF STATION MARK, 43 FEET NORTH OF RM NO. 1, AND
 HX2688'IS A DISK ON TOP OF A CONCRETE FILLED IRON PIPE PROJECTING 3
 HX2688'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1360 ***********************************************************************
 JW1360  DESIGNATION -  UNIVERSITY 1975
 JW1360  PID         -  JW1360
 JW1360  STATE/COUNTY-  WV/MONONGALIA
 JW1360  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1360
 JW1360                         *CURRENT SURVEY CONTROL
 JW1360  ___________________________________________________________________
 JW1360* NAD 83(1995)-  39 38 45.66041(N)    079 58 24.22244(W)     ADJUSTED  
 JW1360* NAVD 88     -       386.5    (meters)    1268.     (feet)  VERTCON   
 JW1360  ___________________________________________________________________
 JW1360  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 JW1360  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JW1360
 JW1360  HORZ ORDER  -  FIRST
 JW1360
 JW1360.The horizontal coordinates were established by classical geodetic methods
 JW1360.and adjusted by the National Geodetic Survey in April 1998..
 JW1360
 JW1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1360
 JW1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1360
 JW1360.The geoid height was determined by GEOID03.
 JW1360
 JW1360;                    North         East     Units Scale Factor Converg.
 JW1360;SPC WV N     -   127,334.702   559,369.592   MT  0.99994080   -0 18 06.9
 JW1360;SPC PA S     -    37,121.501   409,168.181   MT  1.00005734   -1 26 33.1
 JW1360;SPC PA S     -   121,789.46  1,342,412.61   sFT  1.00005734   -1 26 33.1
 JW1360;UTM  17      - 4,388,973.264   588,082.385   MT  0.99969552   +0 39 18.2
 JW1360
 JW1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1360!SPC WV N     -   0.99994449  x   0.99994080  =   0.99988529
 JW1360!SPC PA S     -   0.99994449  x   1.00005734  =   1.00000182
 JW1360!UTM  17      -   0.99994449  x   0.99969552  =   0.99964002
 JW1360
 JW1360:                Primary Azimuth Mark                     Grid Az
 JW1360:SPC WV N     -  UNIVERSITY AZ MK 1975                    299 29 09.1
 JW1360:SPC PA S     -  UNIVERSITY AZ MK 1975                    300 37 35.3
 JW1360:UTM  17      -  UNIVERSITY AZ MK 1975                    298 31 44.0
 JW1360
 JW1360|---------------------------------------------------------------------|
 JW1360| PID    Reference Object                     Distance      Geod. Az  |
 JW1360|                                                           dddmmss.s |
 JW1360| JW1362 UNIVERSITY AZ MK 1975               APPROX. 0.6 KM 2991102.2 |
 JW1360|---------------------------------------------------------------------|
 JW1360
 JW1360                          SUPERSEDED SURVEY CONTROL
 JW1360
 JW1360  NAD 83(1986)-  39 38 45.66657(N)    079 58 24.22892(W) AD(       ) 1
 JW1360  NAD 27      -  39 38 45.37008(N)    079 58 25.00037(W) AD(       ) 1
 JW1360  NGVD 29 (07/19/86)  386.6    (m)         1268.     (f) VERT ANG       
 JW1360
 JW1360.Superseded values are not recommended for survey control.
 JW1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1360.See file dsdata.txt to determine how the superseded data were derived.
 JW1360
 JW1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8808288973(NAD 83)
 JW1360_MARKER: DS = TRIANGULATION STATION DISK
 JW1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1360+STABILITY: SURFACE MOTION
 JW1360
 JW1360  HISTORY     - Date     Condition        Report By
 JW1360  HISTORY     - 1975     MONUMENTED       NGS
 JW1360
 JW1360                          STATION DESCRIPTION
 JW1360
 JW1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1360'THE STATION IS ON THE ROOF OF THE ELEVATOR SHAFT OF THE
 JW1360'ENGINEERING-SCIENCE BUILDING OF THE UNIVERSITY OF WEST VIRGINIA.
 JW1360'THE AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF MONONGALIA
 JW1360'BOULEVARD, PATTERSON DRIVE AND THE MAIN ENTRANCE TO THE COLISEUM.
 JW1360'
 JW1360'STATION MARK IS A STANDARD DISK, STAMPED---UNIVERSITY 1975---, SET
 JW1360'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS BONDED
 JW1360'TO THE ROOF.  IT IS 38.4 FEET SOUTHEAST OF NORTHWEST CORNER AND
 JW1360'8.5 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE ROOF.
 JW1360'
 JW1360'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED---UNIVERSITY
 JW1360'AZ 1975---, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JW1360'CONCRETE MONUMENT, THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 JW1360'92.0 FEET EAST OF THE CENTER OF THE COLISEUM ENTRANCE ROAD, 66.0
 JW1360'SOUTH OF THE CENTER OF THE EAST BOUND LANE OF MONONGALIA
 JW1360'BOULEVARD AND 8.0 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 JW1360'PARKING LOT.
 JW1360'
 JW1360'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 JW1360'
 JW1360'NO REFERENCE MARKS WERE SET FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1620 ***********************************************************************
 JW1620  DESIGNATION -  UNIVERSITY RESET
 JW1620  PID         -  JW1620
 JW1620  STATE/COUNTY-  WV/MONONGALIA
 JW1620  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1620
 JW1620                         *CURRENT SURVEY CONTROL
 JW1620  ___________________________________________________________________
 JW1620* NAD 83(1995)-  39 38 45.65909(N)    079 58 24.24736(W)     ADJUSTED  
 JW1620* NAVD 88     -       386.0    (meters)    1266.     (feet)  VERTCON   
 JW1620  ___________________________________________________________________
 JW1620  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 JW1620  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JW1620
 JW1620  HORZ ORDER  -  FIRST
 JW1620
 JW1620.The horizontal coordinates were established by GPS observations
 JW1620.and adjusted by the National Geodetic Survey in April 1998..
 JW1620
 JW1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1620
 JW1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1620
 JW1620.The geoid height was determined by GEOID03.
 JW1620
 JW1620;                    North         East     Units Scale Factor Converg.
 JW1620;SPC WV N     -   127,334.665   559,368.998   MT  0.99994080   -0 18 06.9
 JW1620;UTM  17      - 4,388,973.217   588,081.791   MT  0.99969552   +0 39 18.2
 JW1620
 JW1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1620!SPC WV N     -   0.99994456  x   0.99994080  =   0.99988537
 JW1620!UTM  17      -   0.99994456  x   0.99969552  =   0.99964010
 JW1620
 JW1620                          SUPERSEDED SURVEY CONTROL
 JW1620
 JW1620  NAD 83(1995)-  39 38 45.66487(N)    079 58 24.25424(W) AD(       ) 1
 JW1620  NGVD 29 (02/08/94)  386.1    (m)         1267.     (f) GPS OBS        
 JW1620
 JW1620.Superseded values are not recommended for survey control.
 JW1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1620.See file dsdata.txt to determine how the superseded data were derived.
 JW1620
 JW1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8808288973(NAD 83)
 JW1620_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JW1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1620_SP_SET: CONCRETE POST
 JW1620_MARK LOGO: NGS   
 JW1620_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JW1620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1620+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1990
 JW1620
 JW1620  HISTORY     - Date     Condition        Report By
 JW1620  HISTORY     - 1975     MONUMENTED       NGS
 JW1620  HISTORY     - 19891208 GOOD
 JW1620  HISTORY     - 19900125 POOR             HARTMN
 JW1620
 JW1620                          STATION DESCRIPTION
 JW1620
 JW1620'DESCRIBED 1989
 JW1620'RECOVERED IN GOOD CONDITION.
 JW1620
 JW1620                          STATION RECOVERY (1990)
 JW1620
 JW1620'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1990
 JW1620'THE STATION HAS BEEN MOVED FROM THE DESCRIBED LOCATION BY A ROOFING
 JW1620'CONTRACTOR WHEN ROOF WAS REPLACED.  IT IS NOW 37.1 FT (11.31 M) (11.3
 JW1620'MT) SOUTHEAST OF THE NORTHWEST CORNER AND 8.6 FT (2.62 M) (2.6 MT)
 JW1620'SOUTHWEST OF THE NORTHEAST CORNER OF THE OUTSIDE OF THE SHAFT WALL.
 JW1620'THE AZIMUTH MARK WAS RECOVERED IN POSITION AS DESCRIBED, AND USED TO
 JW1620'VERIFY THE NEW POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3545 ***********************************************************************
 HW3545  DESIGNATION -  UPPER
 HW3545  PID         -  HW3545
 HW3545  STATE/COUNTY-  WV/POCAHONTAS
 HW3545  USGS QUAD   -  GREEN BANK (1995)
 HW3545
 HW3545                         *CURRENT SURVEY CONTROL
 HW3545  ___________________________________________________________________
 HW3545* NAD 83(1995)-  38 23 02.68037(N)    079 51 19.36530(W)     ADJUSTED  
 HW3545* NAVD 88     -       949.7    (meters)    3116.     (feet)  VERTCON   
 HW3545  ___________________________________________________________________
 HW3545  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 HW3545  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HW3545
 HW3545  HORZ ORDER  -  THIRD
 HW3545
 HW3545.The horizontal coordinates were established by classical geodetic methods
 HW3545.and adjusted by the National Geodetic Survey in April 1998..
 HW3545
 HW3545.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3545
 HW3545.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3545
 HW3545.The geoid height was determined by GEOID03.
 HW3545
 HW3545;                    North         East     Units Scale Factor Converg.
 HW3545;SPC WV S     -   154,235.145   699,998.889   MT  0.99993173   +0 42 27.4
 HW3545;UTM  17      - 4,249,050.743   599,969.794   MT  0.99972308   +0 42 38.8
 HW3545
 HW3545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3545!SPC WV S     -   0.99985583  x   0.99993173  =   0.99978757
 HW3545!UTM  17      -   0.99985583  x   0.99972308  =   0.99957895
 HW3545
 HW3545|---------------------------------------------------------------------|
 HW3545| PID    Reference Object                     Distance      Geod. Az  |
 HW3545|                                                           dddmmss.s |
 HW3545| DC4911 UPPER RM 1                            6.130 METERS 04417     |
 HW3545| DC4910 UPPER AZ MK                                        0555452.4 |
 HW3545| DC4912 UPPER RM 2                            9.466 METERS 14716     |
 HW3545|---------------------------------------------------------------------|
 HW3545
 HW3545                          SUPERSEDED SURVEY CONTROL
 HW3545
 HW3545  NAD 83(1995)-  38 23 02.68059(N)    079 51 19.36602(W) AD(       ) 3
 HW3545  NAD 83(1986)-  38 23 02.68202(N)    079 51 19.37317(W) AD(       ) 3
 HW3545  NAD 27      -  38 23 02.25160(N)    079 51 20.17010(W) AD(       ) 3
 HW3545  NGVD 29 (07/19/86)  949.8    (m)         3116.     (f) VERT ANG       
 HW3545
 HW3545.Superseded values are not recommended for survey control.
 HW3545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3545.See file dsdata.txt to determine how the superseded data were derived.
 HW3545
 HW3545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9997049051(NAD 83)
 HW3545_MARKER: DS = TRIANGULATION STATION DISK
 HW3545_SETTING: 0 = UNSPECIFIED SETTING
 HW3545
 HW3545  HISTORY     - Date     Condition        Report By
 HW3545  HISTORY     - 1957     MONUMENTED       CGS
 HW3545
 HW3545                          STATION DESCRIPTION
 HW3545
 HW3545'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3545'THE STATION IS APPROXIMATELY 3.5 MILES EAST-SOUTHEAST OF CASS, 2.8
 HW3545'MILES SOUTH-SOUTHWEST OF GREENBANK
 HW3545'AND 2.0 MILES NORTHEAST OF DUNMORE ON A HILL LOCALLY KNOWN AS UPPER
 HW3545'MOUNTAIN, ON THE PROPERTY OF
 HW3545'MR. WINEFORD SHEETS.
 HW3545'
 HW3545'TO REACH FROM THE POST OFFICE IN GREENBANK GO WEST ABOUT 50 YARDS TO
 HW3545'STATE HIGHWAY 28, TURN LEFT,
 HW3545'SOUTH, ON HIGHWAY 28 AND GO 1.1 MILES TO A SIDE ROAD RIGHT AT SIGN
 HW3545'CASS 5, MARLINGTON 32, KEEP
 HW3545'STRAIGHT AHEAD ON HIGHWAY 28 AND GO 1.1 MILES TO CROSSROADS,
 HW3545'TURN LEFT ON GRAVEL ROAD AND GO 0.3 MILE
 HW3545'TO FORKS, KEEP RIGHT FORK AND GO 0.75 MILE TO
 HW3545'FORKS, KEEP RIGHT FORK AND GO 0.2 MILE TO A SIDE ROAD LEFT,
 HW3545'TURN SHARP LEFT, UPHILL, ON
 HW3545'PRIVATE ROAD FOR 0.5 MILE TO A SMALL CLEARING ON LEFT, CONTINUE
 HW3545'STRAIGHT AHEAD FOR 0.05 MILE TO A
 HW3545'TRIANGULAR BLAZE ON 12 INCH TREE ON LEFT AND END OF TRUCK TRAVEL.
 HW3545'FROM HERE, PACK WESTERLY UP STEEP,
 HW3545'BRUSHY HILLSIDE TO SUMMIT OF HILL AND STATION.  ABOUT 20
 HW3545'MINUTES PACK.
 HW3545'
 HW3545'STATION MARKS ARE STANDARD DISKS STAMPED UPPER 1957.  THE SURFACE
 HW3545'DISK IS BRAZED TO THE TOP OF
 HW3545'AN IRON PIPE WHICH PROJECTS 2 INCHES.  IT IS 12-1/2 FEET EAST OF A 10
 HW3545'INCH TREE WITH TRIANGULAR BLAZE
 HW3545'ON ITS EAST SIDE.  THE UNDERGROUND DISK IS SET IN AN
 HW3545'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 HW3545'SURFACE OF THE GROUND.
 HW3545'
 HW3545'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED UPPER NO 1 1957, IS
 HW3545'CEMENTED IN A DRILL HOLE IN
 HW3545'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 10 INCHES.  IT IS ON THE
 HW3545'NORTHEAST SLOPE OF HILL AND ABOUT 1
 HW3545'FOOT LOWER THAN THE STATION.
 HW3545'
 HW3545'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED UPPER NO 2 1957, IS
 HW3545'CEMENTED IN A DRILL HOLE IN
 HW3545'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 HW3545'IT IS ON THE SOUTHEAST SLOPE OF HILL
 HW3545'AND ABOUT 6 FEET LOWER THAN THE STATION.
 HW3545'
 HW3545'AZIMUTH MARK IS A STANDARD DISK STAMPED UPPER 1957, BRAZED TO THE TOP
 HW3545'OF AN IRON PIPE WHICH
 HW3545'PROJECTS 3 INCHES.  IT IS 28-1/2 FEET SOUTHEAST OF THE CENTER OF A
 HW3545'PRIVATE DRIVE, 17 FEET
 HW3545'WEST-SOUTHWEST OF A LONE PINE TREE ABOUT 2 FEET IN DIAMETER AND 2
 HW3545'FEET NORTH OF A LARGE TREE STUMP.
 HW3545'A STANDARD WITNESS POST WAS SET 2 FEET EAST-SOUTHEAST OF THE MARK.
 HW3545'
 HW3545'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN GREENBANK, GO WEST
 HW3545'ABOUT 50 YARDS TO STATE HIGHWAY
 HW3545'28, TURN LEFT, SOUTH, ON HIGHWAY 28 AND GO 0.65 MILE TO ROAD FORKS,
 HW3545'TAKE LEFT FORK AND GO 0.35 MILES TO
 HW3545'A SIDE ROAD LEFT AND SIGN SHEETS ROAD, TURN LEFT
 HW3545'ON PAVED AND GRAVELED ROAD AND GO 1.7 MILES TO WHERE
 HW3545'ROAD TURNS SHARP LEFT AND GATE ON
 HW3545'RIGHT, PASS THROUGH GATE AND GO DOWNHILL ON PRIVATE DRIVE FOR 0.05
 HW3545'MILE TO THE MARK ON THE LEFT.
 HW3545'
 HW3545'HEIGHT OF LIGHT ABOVE STATION MARK 1.37
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1330 ***********************************************************************
 JW1330  DESIGNATION -  UPTON
 JW1330  PID         -  JW1330
 JW1330  STATE/COUNTY-  WV/BARBOUR
 JW1330  USGS QUAD   -  NESTORVILLE (1976)
 JW1330
 JW1330                         *CURRENT SURVEY CONTROL
 JW1330  ___________________________________________________________________
 JW1330* NAD 83(1995)-  39 09 28.30936(N)    079 59 37.49019(W)     ADJUSTED  
 JW1330* NAVD 88     -       638.73   (+/-2cm)    2095.6    (feet)  VERTCON   
 JW1330  ___________________________________________________________________
 JW1330  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 JW1330  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JW1330
 JW1330  HORZ ORDER  -  FIRST
 JW1330  VERT ORDER  -  THIRD ? (See Below)
 JW1330
 JW1330.The horizontal coordinates were established by classical geodetic methods
 JW1330.and adjusted by the National Geodetic Survey in April 1998..
 JW1330
 JW1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1330.The vertical order pertains to the NGVD 29 superseded value.
 JW1330
 JW1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1330
 JW1330.The geoid height was determined by GEOID03.
 JW1330
 JW1330;                    North         East     Units Scale Factor Converg.
 JW1330;SPC WV N     -    73,151.262   557,324.983   MT  0.99997390   -0 18 53.6
 JW1330;UTM  17      - 4,334,777.235   586,940.153   MT  0.99969307   +0 38 07.6
 JW1330
 JW1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1330!SPC WV N     -   0.99990478  x   0.99997390  =   0.99987868
 JW1330!UTM  17      -   0.99990478  x   0.99969307  =   0.99959788
 JW1330
 JW1330|---------------------------------------------------------------------|
 JW1330| PID    Reference Object                     Distance      Geod. Az  |
 JW1330|                                                           dddmmss.s |
 JW1330| CX5536 UPTON RM 1                           11.828 METERS 05536     |
 JW1330| CX5537 UPTON RM 2                            6.758 METERS 15559     |
 JW1330| CX5535 UPTON AZ MK                                        3375142.3 |
 JW1330|---------------------------------------------------------------------|
 JW1330
 JW1330                          SUPERSEDED SURVEY CONTROL
 JW1330
 JW1330  NAD 83(1986)-  39 09 28.31452(N)    079 59 37.50381(W) AD(       ) 1
 JW1330  NAD 27      -  39 09 27.95640(N)    079 59 38.21270(W) AD(       ) 1
 JW1330  NGVD 29 (07/19/86)  638.90   (m)         2096.1    (f) LEVELING    3  
 JW1330
 JW1330.Superseded values are not recommended for survey control.
 JW1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1330.See file dsdata.txt to determine how the superseded data were derived.
 JW1330
 JW1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8694034777(NAD 83)
 JW1330_MARKER: DD = SURVEY DISK
 JW1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1330_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1330
 JW1330  HISTORY     - Date     Condition        Report By
 JW1330  HISTORY     - 1941     MONUMENTED       USGS
 JW1330  HISTORY     - 1956     GOOD             CGS
 JW1330
 JW1330                          STATION DESCRIPTION
 JW1330
 JW1330'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 JW1330'STATION IS ABOUT 3 MILES E OF THE TOWN OF PHILIPPI ON A CLEARED
 JW1330'HILLTOP WHICH IS THE
 JW1330'HIGHEST POINT IN THE VICINITY.  IT IS 186 FEET ENE
 JW1330'OF A 24-INCH LOCUST AND 109
 JW1330'FEET SE OF A 36-INCH DEAD TREE.  IT
 JW1330'IS AN UNSTAMPED STANDARD U.S. GEOLOGICAL
 JW1330'SURVEY COMBINATION TRIANGULATION
 JW1330'STATION AND BENCH MARK DISK SET IN THE TOP OF A ROUND
 JW1330'CONCRETE
 JW1330'POST FLUSH WITH THE GROUND.
 JW1330'
 JW1330'REFERENCE MARKS ARE STANDARD U.S.C. AND G.S. BRONZE DISKS SET
 JW1330'IN CONCRETE.
 JW1330'
 JW1330'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND, AND IS STAMPED
 JW1330'UPTON 1941 NO. 1.
 JW1330'
 JW1330'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND, AND IS STAMPED
 JW1330'UPTON 1941 NO. 2.
 JW1330'
 JW1330'AZIMUTH MARK IS AN ESTIMATED 1/2 MILE NNW OF THE STATION IN
 JW1330'A PASTURE.  IT IS
 JW1330'A STANDARD U.S.C. AND G.S. DISK SET IN A DRILL HOLE
 JW1330'IN A LARGE SLOPING BOULDER ABOUT 100
 JW1330'YARDS E OF A HOUSE AND ABOUT
 JW1330'50 YARDS NW OF THE CENTER OF A ROAD.  IT IS ABOUT 6 FEET
 JW1330'S OF THE
 JW1330'HIGHEST POINT OF THE ROCK AND IS STAMPED UPTON 1941.
 JW1330'
 JW1330'TO REACH FROM THE COURTHOUSE IN PHILIPPI, GO N ON MAIN STREET
 JW1330'0.1 MILE AND TURN
 JW1330'RIGHT, THENCE EASTERLY ON THE FORD RUN ROAD 1.2
 JW1330'MILES, THENCE SOUTHERLY 1.4 MILES
 JW1330'CONTINUING ON THE MAIN ROAD TO
 JW1330'A T-INTERSECTION AND TURN LEFT, THENCE MEANDER
 JW1330'EASTERLY UP HILL
 JW1330'1.6 MILES AND TAKE LEFT FORK, THENCE NORTHERLY 0.4 MILE.  THE
 JW1330'STATION SITE
 JW1330'IS VISIBLE AS THE HIGHEST POINT ON THE RIGHT TOWARD
 JW1330'THE E, TO WHICH THE CLIMB AFOOT
 JW1330'REQUIRED 10 MINUTES WITH PACKS.
 JW1330'
 JW1330'TO REACH THE AZIMUTH MARK FROM THE ABOVE MENTIONED END OF
 JW1330'TRUCK TRAVEL,
 JW1330'CONTINUE NORTHERLY 0.2 MILE TO A SCHOOL AND TURN
 JW1330'LEFT, THENCE 0.1 MILE AND TURN
 JW1330'RIGHT, THENCE NORTHEASTERLY 0.1
 JW1330'MILE TO THE MARK ON THE LEFT.
 JW1330'
 JW1330'ALL LINES OBSERVED WERE CLEARED FROM A 4-FOOT STAND BY THE
 JW1330'CUTTING OF A FEW
 JW1330'LIMBS OF BRUSH.
 JW1330
 JW1330                          STATION RECOVERY (1956)
 JW1330
 JW1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1330'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 JW1330'A COMPLETE DESCRIPTION FOLLOWS.
 JW1330'
 JW1330'STATION IS LOCATED, AIRLINE, ABOUT 3 MILES EAST OF THE TOWN OF
 JW1330'PHILIPPI AND ON A CLEARED
 JW1330'HILLTOP WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 JW1330'
 JW1330'STATION IS REACHED AS FOLLOWS- FROM THE U.S. POST OFFICE IN
 JW1330'PHILIPPI, GO NORTHWEST ON U.S.
 JW1330'HIGHWAY 250 FOR 0.2 MILE TO THE INTERSECTION OF PIKE STREET, TURN
 JW1330'RIGHT ON PIKE STREET AND GO 0.1 MILE
 JW1330'TO AN INTERSECTION AT THE MYERS CLINIC, CONTINUE STRAIGHT AHEAD,
 JW1330'BEARING SLIGHTLY TO THE LEFT ON THE
 JW1330'STREET LEADING AROUND THE LEFT SIDE OF THE CLINIC,
 JW1330'AND FOLLOW THE FORD RUN ROAD FOR 4.3 MILES TO A FORK,
 JW1330'TAKE THE LEFT FORK AND GO 0.65
 JW1330'MILE (PASSING THE STATION HILL ON THE RIGHT) TO A SIDE ROAD ON THE
 JW1330'RIGHT AND A POLE GATE, TURN
 JW1330'RIGHT, PASS THROUGH THE GATE, AND GO 0.15 MILE TO THE END OF TRUCK
 JW1330'TRAVEL AT THE HOMER NEWMAN
 JW1330'RESIDENCE.  FROM HERE PACK SOUTHERLY TO THE SUMMIT OF THE HILL AND
 JW1330'THE STATION ON THE HIGHEST POINT.
 JW1330'WITH PERMISSION FROM HOMER NEWMAN A FOUR WHEEL DRIVE TRUCK
 JW1330'CAN BE DRIVEN TO THE STATION.  LENGTH AND TIME OF
 JW1330'PACK IS 1/4 MILE AND 5 MINUTES.
 JW1330'
 JW1330'STATION MARK, UNSTAMPED, IS USGS BENCH MARK DISK SET IN THE TOP OF A
 JW1330'ROUND CONCRETE POST 12 INCHES IN
 JW1330'DIAMETER AND FLUSH WITH THE GROUND.  IT IS 186.0 FEET EAST NORTHEAST
 JW1330'OF A 24 INCH LOCUST TREE, 110.0 FEET
 JW1330'NORTHEAST OF AN EAST-WEST FENCE LINE, 66.0 FEET WEST OF
 JW1330'A FENCE LINE INTERSECTION WITH A 3 FOOT PILE OF
 JW1330'ROCKS IN THE CORNER AND AT THE HIGHEST
 JW1330'POINT OF THE PASTURE.
 JW1330'
 JW1330'REFERENCE MARK NUMBER 1, STAMPED UPTON NO 1 1941, IS STANDARD DISK
 JW1330'SET IN THE TOP OF A ROUND
 JW1330'CONCRETE POST 12 INCHES IN DIAMETER, 1 INCH BELOW THE SURFACE OF THE
 JW1330'GROUND, AND IS AT ABOUT THE SAME
 JW1330'ELEVATION AS THE STATION.  IT IS 66.0 FEET NORTHWEST OF A FENCE
 JW1330'INTERSECTION WITH A 3 FOOT PILE OF ROCKS IN THE CORNER.
 JW1330'
 JW1330'REFERENCE MARK NUMBER 2, STAMPED UPTON NO 2 1941, IS A STANDARD DISK
 JW1330'SET IN THE TOP OF A ROUND
 JW1330'CONCRETE POST 12 INCHES IN DIAMETER, FLUSH WITH THE GROUND AND IS AT
 JW1330'ABOUT THE SAME ELEVATION AS THE STATION.
 JW1330'
 JW1330'AZIMUTH MARK, STAMPED UPTON 1941, IS A STANDARD DISK CEMENTED IN A
 JW1330'DRILL HOLE IN A DEPRESSION IN
 JW1330'A LARGE BOULDER 20 BY 15 FEET AND PROJECTING 5 FEET.  IT IS 300 FEET
 JW1330'EAST OF A HOUSE, 150 FEET NORTH OF THE
 JW1330'CENTERLINE OF THE ROAD, 44.0 FEET SOUTH OF A FENCE LINE
 JW1330'AND ABOUT 6 FEET LOWER THAN THE HIGHEST POINT OF THE
 JW1330'SLOPING ROCK.  TO REACH THE AZIMUTH
 JW1330'MARK FROM THE HOMER NEWMAN RESIDENCE, GO NORTH FOR 0.15 MILE, TURN
 JW1330'RIGHT AND GO 0.2 MILE TO A SCHOOL
 JW1330'HOUSE, TURN LEFT AND GO 0.1 MILE, TURN RIGHT AND GO 0.1 MILE TO THE
 JW1330'AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1117 ***********************************************************************
 JX1117  DESIGNATION -  URBN
 JX1117  PID         -  JX1117
 JX1117  STATE/COUNTY-  WV/JACKSON
 JX1117  USGS QUAD   -  PORTLAND (1994)
 JX1117
 JX1117                         *CURRENT SURVEY CONTROL
 JX1117  ___________________________________________________________________
 JX1117* NAD 83(1986)-  39 04 49.     (N)    081 48 10.     (W)     SCALED    
 JX1117* NAVD 88     -       185.134  (meters)     607.39   (feet)  ADJUSTED  
 JX1117  ___________________________________________________________________
 JX1117  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1117  DYNAMIC HT  -         185.016 (meters)     607.01  (feet)  COMP
 JX1117  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 JX1117
 JX1117  VERT ORDER  -  FIRST     CLASS II
 JX1117
 JX1117.The horizontal coordinates were scaled from a topographic map and have
 JX1117.an estimated accuracy of +/- 6 seconds.
 JX1117
 JX1117.The orthometric height was determined by differential leveling
 JX1117.and adjusted by the National Geodetic Survey in June 1991..
 JX1117
 JX1117.The geoid height was determined by GEOID03.
 JX1117
 JX1117.The dynamic height is computed by dividing the NAVD 88
 JX1117.geopotential number by the normal gravity value computed on the
 JX1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1117.degrees latitude (g = 980.6199 gals.).
 JX1117
 JX1117.The modeled gravity was interpolated from observed gravity values.
 JX1117
 JX1117;                    North         East    Units  Estimated Accuracy
 JX1117;SPC WV S     -   231,200.      530,530.      MT  (+/- 180 meters Scaled)
 JX1117
 JX1117                          SUPERSEDED SURVEY CONTROL
 JX1117
 JX1117  NGVD 29 (??/??/92)  185.316  (m)          607.99   (f) ADJ UNCH    1 2
 JX1117
 JX1117.Superseded values are not recommended for survey control.
 JX1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1117.See file dsdata.txt to determine how the superseded data were derived.
 JX1117
 JX1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD305259(NAD 83)
 JX1117_MARKER: DB = BENCH MARK DISK
 JX1117_SETTING: 66 = SET IN ROCK OUTCROP
 JX1117_SP_SET: ROCK CUT
 JX1117_STAMPING: URBN 1933
 JX1117_MARK LOGO: CGS   
 JX1117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1117+STABILITY: POSITION/ELEVATION WELL
 JX1117
 JX1117  HISTORY     - Date     Condition        Report By
 JX1117  HISTORY     - 1933     MONUMENTED       CGS
 JX1117  HISTORY     - 1958     GOOD             NGS
 JX1117  HISTORY     - 1976     GOOD             NGS
 JX1117  HISTORY     - 1984     GOOD             NGS
 JX1117
 JX1117                          STATION DESCRIPTION
 JX1117
 JX1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX1117'0.2 MI E FROM MURRAYVILLE.
 JX1117'ABOUT 0.2 MILE EAST AONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1117'THE STATION SIGN AT MURRAYVILLE, SOUTH AND ACROSS THE TRACK
 JX1117'FROM POINT MIDWAY BETWEEN MIEAGE POLES 117+22 AND 117+23, 7 1/2
 JX1117'FEET SOUTH OF THE SOUTH RAIL, SET VERTICALLY IN THE NORTH-NORTHEAST
 JX1117'FACE (SMOOTH) OF A 8-FOOT HIGH ROCK IN ROCK CUT, 6 FEET ABOVE
 JX1117'THE GROUND, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK.
 JX1117
 JX1117                          STATION RECOVERY (1976)
 JX1117
 JX1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1117'RECOVERED IN GOOD CONDITION.
 JX1117
 JX1117                          STATION RECOVERY (1984)
 JX1117
 JX1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2313 ***********************************************************************
 JX2313  DESIGNATION -  US GAUGE=MR 108 LA
 JX2313  PID         -  JX2313
 JX2313  STATE/COUNTY-  WV/MONONGALIA
 JX2313  USGS QUAD   -  RIVESVILLE (1976)
 JX2313
 JX2313                         *CURRENT SURVEY CONTROL
 JX2313  ___________________________________________________________________
 JX2313* NAD 83(1986)-  39 34 53.     (N)    080 00 37.     (W)     SCALED    
 JX2313* NAVD 88     -       255.934  (meters)     839.68   (feet)  ADJUSTED  
 JX2313  ___________________________________________________________________
 JX2313  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JX2313  DYNAMIC HT  -         255.779 (meters)     839.17  (feet)  COMP
 JX2313  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 JX2313
 JX2313  VERT ORDER  -  SECOND    CLASS I
 JX2313
 JX2313.The horizontal coordinates were scaled from a topographic map and have
 JX2313.an estimated accuracy of +/- 6 seconds.
 JX2313
 JX2313.The orthometric height was determined by differential leveling
 JX2313.and adjusted by the National Geodetic Survey in September 1994..
 JX2313
 JX2313.The geoid height was determined by GEOID03.
 JX2313
 JX2313.The dynamic height is computed by dividing the NAVD 88
 JX2313.geopotential number by the normal gravity value computed on the
 JX2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2313.degrees latitude (g = 980.6199 gals.).
 JX2313
 JX2313.The modeled gravity was interpolated from observed gravity values.
 JX2313
 JX2313;                    North         East    Units  Estimated Accuracy
 JX2313;SPC WV N     -   120,180.      556,160.      MT  (+/- 180 meters Scaled)
 JX2313
 JX2313                          SUPERSEDED SURVEY CONTROL
 JX2313
 JX2313.No superseded survey control is available for this station.
 JX2313
 JX2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND849817(NAD 83)
 JX2313_MARKER: DD = SURVEY DISK
 JX2313_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JX2313_SP_SET: LOCK AND DAM LANDWALL
 JX2313_STAMPING: U.S. GAUGE
 JX2313_MARK LOGO: USE   
 JX2313_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX2313+STABILITY: POSITION/ELEVATION WELL
 JX2313
 JX2313  HISTORY     - Date     Condition        Report By
 JX2313  HISTORY     - UNK      MONUMENTED       USE
 JX2313  HISTORY     - 19890715 GOOD             HARTMN
 JX2313
 JX2313                          STATION DESCRIPTION
 JX2313
 JX2313'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX2313'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 108.0, AT THE
 JX2313'HILDEBRAND LOCK AND DAM.  ON THE LANDWALL OF THE LOCK, JUST UPSTREAM
 JX2313'OF THE DAM CENTERLINE PROJECTED.  A STANDARD USE BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0251 ***********************************************************************
 HX0251  DESIGNATION -  USGS RESET 1950
 HX0251  PID         -  HX0251
 HX0251  STATE/COUNTY-  WV/WEBSTER
 HX0251  USGS QUAD   -  HACKER VALLEY (1967)
 HX0251
 HX0251                         *CURRENT SURVEY CONTROL
 HX0251  ___________________________________________________________________
 HX0251* NAD 83(1986)-  38 38 08.     (N)    080 27 55.     (W)     SCALED    
 HX0251* NAVD 88     -       331.137  (meters)    1086.41   (feet)  ADJUSTED  
 HX0251  ___________________________________________________________________
 HX0251  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 HX0251  DYNAMIC HT  -         330.908 (meters)    1085.65  (feet)  COMP
 HX0251  MODELED GRAV-     979,926.7   (mgal)                       NAVD 88
 HX0251
 HX0251  VERT ORDER  -  SECOND    CLASS 0
 HX0251
 HX0251.The horizontal coordinates were scaled from a topographic map and have
 HX0251.an estimated accuracy of +/- 6 seconds.
 HX0251
 HX0251.The orthometric height was determined by differential leveling
 HX0251.and adjusted by the National Geodetic Survey in June 1991..
 HX0251
 HX0251.The geoid height was determined by GEOID03.
 HX0251
 HX0251.The dynamic height is computed by dividing the NAVD 88
 HX0251.geopotential number by the normal gravity value computed on the
 HX0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0251.degrees latitude (g = 980.6199 gals.).
 HX0251
 HX0251.The modeled gravity was interpolated from observed gravity values.
 HX0251
 HX0251;                    North         East    Units  Estimated Accuracy
 HX0251;SPC WV S     -   181,670.      646,560.      MT  (+/- 180 meters Scaled)
 HX0251
 HX0251                          SUPERSEDED SURVEY CONTROL
 HX0251
 HX0251  NGVD 29 (??/??/92)  331.31   (m)         1087.0    (f) COMPUTED    2 0
 HX0251
 HX0251.Superseded values are not recommended for survey control.
 HX0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0251.See file dsdata.txt to determine how the superseded data were derived.
 HX0251
 HX0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC465764(NAD 83)
 HX0251_MARKER: DD = SURVEY DISK
 HX0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0251_SP_SET: CULVERT
 HX0251_STAMPING: RESET 1950
 HX0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0251
 HX0251  HISTORY     - Date     Condition        Report By
 HX0251  HISTORY     - 1950     MONUMENTED       USGS
 HX0251  HISTORY     - 1962     GOOD             NGS
 HX0251
 HX0251                          STATION DESCRIPTION
 HX0251
 HX0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0251'AT GUARDIAN.
 HX0251'AT GUARDIAN, AT THE INTERSECTION OF COUNTY ROADS 5 AND 5/1, ON
 HX0251'THE OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING TO THE NORTH
 HX0251'AND SOUTHWEST, 33 FEET EAST OF THE CENTER LINE OF HOLLY RIVER
 HX0251'ROAD, 38 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD 5/1, SET
 HX0251'ON TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A 10-FOOT
 HX0251'ARCH CULVERT, AND ABOUT 10 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0845 ***********************************************************************
 JW0845  DESIGNATION -  V 1
 JW0845  PID         -  JW0845
 JW0845  STATE/COUNTY-  WV/BARBOUR
 JW0845  USGS QUAD   -  THORNTON (1976)
 JW0845
 JW0845                         *CURRENT SURVEY CONTROL
 JW0845  ___________________________________________________________________
 JW0845* NAD 83(1986)-  39 15 31.     (N)    079 57 04.     (W)     SCALED    
 JW0845* NAVD 88     -       320.442  (meters)    1051.32   (feet)  ADJUSTED  
 JW0845  ___________________________________________________________________
 JW0845  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JW0845  DYNAMIC HT  -         320.232 (meters)    1050.63  (feet)  COMP
 JW0845  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 JW0845
 JW0845  VERT ORDER  -  FIRST     CLASS II
 JW0845
 JW0845.The horizontal coordinates were scaled from a topographic map and have
 JW0845.an estimated accuracy of +/- 6 seconds.
 JW0845
 JW0845.The orthometric height was determined by differential leveling
 JW0845.and adjusted by the National Geodetic Survey in June 1991..
 JW0845
 JW0845.The geoid height was determined by GEOID03.
 JW0845
 JW0845.The dynamic height is computed by dividing the NAVD 88
 JW0845.geopotential number by the normal gravity value computed on the
 JW0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0845.degrees latitude (g = 980.6199 gals.).
 JW0845
 JW0845.The modeled gravity was interpolated from observed gravity values.
 JW0845
 JW0845;                    North         East    Units  Estimated Accuracy
 JW0845;SPC WV N     -    84,320.      561,070.      MT  (+/- 180 meters Scaled)
 JW0845
 JW0845                          SUPERSEDED SURVEY CONTROL
 JW0845
 JW0845  NGVD 29 (??/??/92)  320.626  (m)         1051.92   (f) ADJ UNCH    1 2
 JW0845
 JW0845.Superseded values are not recommended for survey control.
 JW0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0845.See file dsdata.txt to determine how the superseded data were derived.
 JW0845
 JW0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND904460(NAD 83)
 JW0845_MARKER: DB = BENCH MARK DISK
 JW0845_SETTING: 66 = SET IN ROCK OUTCROP
 JW0845_SP_SET: ROCK OUTCROP
 JW0845_STAMPING: V 1 1933
 JW0845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0845+STABILITY: POSITION/ELEVATION WELL
 JW0845
 JW0845  HISTORY     - Date     Condition        Report By
 JW0845  HISTORY     - 1933     MONUMENTED       CGS
 JW0845  HISTORY     - 1957     MARK NOT FOUND   NGS
 JW0845
 JW0845                          STATION DESCRIPTION
 JW0845
 JW0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JW0845'10.3 MI SE FROM GRAFTON.
 JW0845'IN BARBOUR COUNTY, ABOUT 9.2 MILES SOUTHEAST ALONG THE BALTIMORE
 JW0845'AND OHIO RAILROAD FROM THE STATION AT GRAFTON, TAYLOR COUNTY,
 JW0845'ABOUT 1.8 MILES NORTH OF COVE RUN, BARBOUR COUNTY, ABOUT 5 YARDS
 JW0845'WEST OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A LARGE ROCK
 JW0845'OUTCROP, AND LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED V 1
 JW0845'1933.  NOTE-- SUBMERGED IN TYGART RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1499 ***********************************************************************
 HX1499  DESIGNATION -  V 10
 HX1499  PID         -  HX1499
 HX1499  STATE/COUNTY-  WV/BRAXTON
 HX1499  USGS QUAD   -  BURNSVILLE (1989)
 HX1499
 HX1499                         *CURRENT SURVEY CONTROL
 HX1499  ___________________________________________________________________
 HX1499* NAD 83(1986)-  38 45 43.     (N)    080 38 33.     (W)     SCALED    
 HX1499* NAVD 88     -       264.129  (meters)     866.56   (feet)  ADJUSTED  
 HX1499  ___________________________________________________________________
 HX1499  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HX1499  DYNAMIC HT  -         263.954 (meters)     865.99  (feet)  COMP
 HX1499  MODELED GRAV-     979,958.5   (mgal)                       NAVD 88
 HX1499
 HX1499  VERT ORDER  -  SECOND    CLASS 0
 HX1499
 HX1499.The horizontal coordinates were scaled from a topographic map and have
 HX1499.an estimated accuracy of +/- 6 seconds.
 HX1499
 HX1499.The orthometric height was determined by differential leveling
 HX1499.and adjusted by the National Geodetic Survey in June 1991..
 HX1499
 HX1499.The geoid height was determined by GEOID03.
 HX1499
 HX1499.The dynamic height is computed by dividing the NAVD 88
 HX1499.geopotential number by the normal gravity value computed on the
 HX1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1499.degrees latitude (g = 980.6199 gals.).
 HX1499
 HX1499.The modeled gravity was interpolated from observed gravity values.
 HX1499
 HX1499;                    North         East    Units  Estimated Accuracy
 HX1499;SPC WV S     -   195,620.      631,070.      MT  (+/- 180 meters Scaled)
 HX1499
 HX1499                          SUPERSEDED SURVEY CONTROL
 HX1499
 HX1499  NGVD 29 (??/??/92)  264.312  (m)          867.16   (f) ADJ UNCH    2 0
 HX1499
 HX1499.Superseded values are not recommended for survey control.
 HX1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1499.See file dsdata.txt to determine how the superseded data were derived.
 HX1499
 HX1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC310904(NAD 83)
 HX1499_MARKER: DB = BENCH MARK DISK
 HX1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1499_STAMPING: V 10 1933
 HX1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1499+STABILITY: SURFACE MOTION
 HX1499
 HX1499  HISTORY     - Date     Condition        Report By
 HX1499  HISTORY     - 1933     MONUMENTED       CGS
 HX1499  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1499  HISTORY     - 1964     MARK NOT FOUND   NGS
 HX1499
 HX1499                          STATION DESCRIPTION
 HX1499
 HX1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1499'AT HEATERS.
 HX1499'AT HEATERS, BRAXTON COUNTY, DIRECTLY ACROSS THE TRACK FROM THE
 HX1499'NORTH END OF THE BALTIMORE AND OHIO RAILROAD STATION, 9 FEET
 HX1499'WEST OF THE WEST RAIL, 4 FEET SOUTH OF A POLE, AND LEVEL WITH THE
 HX1499'TRACK, AND SET IN THE TOP OF A CONCRETE POST.
 HX1499
 HX1499                          STATION RECOVERY (1964)
 HX1499
 HX1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HX1499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1243 ***********************************************************************
 JX1243  DESIGNATION -  V 100
 JX1243  PID         -  JX1243
 JX1243  STATE/COUNTY-  WV/WOOD
 JX1243  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1243
 JX1243                         *CURRENT SURVEY CONTROL
 JX1243  ___________________________________________________________________
 JX1243* NAD 83(1986)-  39 10 15.     (N)    081 34 49.     (W)     SCALED    
 JX1243* NAVD 88     -       251.934  (meters)     826.55   (feet)  ADJUSTED  
 JX1243  ___________________________________________________________________
 JX1243  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JX1243  DYNAMIC HT  -         251.776 (meters)     826.04  (feet)  COMP
 JX1243  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 JX1243
 JX1243  VERT ORDER  -  SECOND    CLASS 0
 JX1243
 JX1243.The horizontal coordinates were scaled from a topographic map and have
 JX1243.an estimated accuracy of +/- 6 seconds.
 JX1243
 JX1243.The orthometric height was determined by differential leveling
 JX1243.and adjusted by the National Geodetic Survey in June 1991..
 JX1243
 JX1243.The geoid height was determined by GEOID03.
 JX1243
 JX1243.The dynamic height is computed by dividing the NAVD 88
 JX1243.geopotential number by the normal gravity value computed on the
 JX1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1243.degrees latitude (g = 980.6199 gals.).
 JX1243
 JX1243.The modeled gravity was interpolated from observed gravity values.
 JX1243
 JX1243;                    North         East    Units  Estimated Accuracy
 JX1243;SPC WV N     -    76,560.      420,250.      MT  (+/- 180 meters Scaled)
 JX1243
 JX1243                          SUPERSEDED SURVEY CONTROL
 JX1243
 JX1243  NGVD 29 (??/??/92)  252.114  (m)          827.14   (f) ADJ UNCH    2 0
 JX1243
 JX1243.Superseded values are not recommended for survey control.
 JX1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1243.See file dsdata.txt to determine how the superseded data were derived.
 JX1243
 JX1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD498358(NAD 83)
 JX1243_MARKER: DB = BENCH MARK DISK
 JX1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1243_STAMPING: V 100 1956
 JX1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1243+STABILITY: SURFACE MOTION
 JX1243
 JX1243  HISTORY     - Date     Condition        Report By
 JX1243  HISTORY     - 1956     MONUMENTED       CGS
 JX1243
 JX1243                          STATION DESCRIPTION
 JX1243
 JX1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1243'3.6 MI SW FROM MINERAL WELLS.
 JX1243'3.25 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL AND
 JX1243'JUNCTION OF U.S. HIGHWAY 21 AT MINERAL WELLS, THENCE ABOUT 0.35
 JX1243'MILE NORTHWEST AND UPHILL ALONG A DIRT ROAD, NEAR THE TOP OF A STEEP
 JX1243'GRADE DESCENDING SOUTHEAST, 8 1/2 FEET NORTHEAST OF CENTER LINE OF
 JX1243'ROAD, 23 FEET EAST-SOUTHEAST AND ACROSS ROAD FROM A TRIANGULAR
 JX1243'BLAZED 24-INCH OAK TREE, 27 FEET SOUTH-SOUTHEAST OF A LONE
 JX1243'26-INCH OAK TREE IN A FENCE LINE, 8 FEET SOUTHEAST OF A FENCE
 JX1243'CORNER, 1 FOOT NORTHEAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE
 JX1243'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN
 JX1243'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1278 ***********************************************************************
 JX1278  DESIGNATION -  V 101
 JX1278  PID         -  JX1278
 JX1278  STATE/COUNTY-  WV/JACKSON
 JX1278  USGS QUAD   -  POND CREEK (1994)
 JX1278
 JX1278                         *CURRENT SURVEY CONTROL
 JX1278  ___________________________________________________________________
 JX1278* NAD 83(1986)-  39 03 11.     (N)    081 41 26.     (W)     SCALED    
 JX1278* NAVD 88     -       265.692  (meters)     871.69   (feet)  ADJUSTED  
 JX1278  ___________________________________________________________________
 JX1278  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JX1278  DYNAMIC HT  -         265.524 (meters)     871.14  (feet)  COMP
 JX1278  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 JX1278
 JX1278  VERT ORDER  -  SECOND    CLASS 0
 JX1278
 JX1278.The horizontal coordinates were scaled from a topographic map and have
 JX1278.an estimated accuracy of +/- 6 seconds.
 JX1278
 JX1278.The orthometric height was determined by differential leveling
 JX1278.and adjusted by the National Geodetic Survey in June 1991..
 JX1278
 JX1278.The geoid height was determined by GEOID03.
 JX1278
 JX1278.The dynamic height is computed by dividing the NAVD 88
 JX1278.geopotential number by the normal gravity value computed on the
 JX1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1278.degrees latitude (g = 980.6199 gals.).
 JX1278
 JX1278.The modeled gravity was interpolated from observed gravity values.
 JX1278
 JX1278;                    North         East    Units  Estimated Accuracy
 JX1278;SPC WV S     -   228,100.      540,220.      MT  (+/- 180 meters Scaled)
 JX1278
 JX1278                          SUPERSEDED SURVEY CONTROL
 JX1278
 JX1278  NGVD 29 (??/??/92)  265.865  (m)          872.26   (f) ADJ UNCH    2 0
 JX1278
 JX1278.Superseded values are not recommended for survey control.
 JX1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1278.See file dsdata.txt to determine how the superseded data were derived.
 JX1278
 JX1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD402228(NAD 83)
 JX1278_MARKER: DB = BENCH MARK DISK
 JX1278_SETTING: 66 = SET IN ROCK OUTCROP
 JX1278_SP_SET: ROCK LEDGE
 JX1278_STAMPING: V 101 1956
 JX1278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1278+STABILITY: POSITION/ELEVATION WELL
 JX1278
 JX1278  HISTORY     - Date     Condition        Report By
 JX1278  HISTORY     - 1956     MONUMENTED       CGS
 JX1278
 JX1278                          STATION DESCRIPTION
 JX1278
 JX1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1278'9.2 MI SE FROM BELLEVILLE.
 JX1278'2.9 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE BALTIMORE AND OHIO
 JX1278'RAILROAD STATION AT BELLEVILLE TO A POING ABOUT 0.7 MILE SOUTH
 JX1278'OF BRIDGE OVER POND CREEK, THENCE ABOUT 0.85 MILE SOUTHEAST,
 JX1278'ABOUT 0.1 MILE NORTHEAST, ABOUT 2.15 MILES SOUTHEAST AND EAST
 JX1278'ALONG DIRT ROADS, THENCE ABOUT 0.45 MILE NORTH ALONG A GRAVEL
 JX1278'ROAD FOLLOWING RIDGE BETWEEN LITTLE POND CREEK, THENCE ABOUT
 JX1278'2.75 MILES SOUTHEAST ALONG A DIRT ROAD FOLLOWING LITTLE POND
 JX1278'CREEK AND CABIN FORK, ABOUT 0.4 MILE SOUTH OF A CROSSROAD, AT
 JX1278'THE JUNCTION OF A DIRT ROAD EAST, IN THE TOP OF THE NORTHWEST
 JX1278'CORNER OF A SANDSTONE LEDGE ABOUT 6 BY 5 FEET PROJECTING OUT
 JX1278'OF CUT BANK ON NORTH SIDE OF ROAD EAST AND EXTENDING INTO
 JX1278'NORTH DITCH OF ROAD EAST, 22 FEET EAST OF CENTER LINE OF ROAD,
 JX1278'9 FEET NORTH OF CENTER LINE OF ROAD EAST, 11 FEET EAST OF NORTH
 JX1278'END OF AN 8-INCH PIPE CULVERT UNDER ROAD EAST, 3/4 FEET
 JX1278'SOUTHEAST OF NORTHWEST CORNER OF LEDGE AND ABOUT 3 1/2 FEET
 JX1278'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2665 ***********************************************************************
 HX2665  DESIGNATION -  V 102 RESET 1967
 HX2665  PID         -  HX2665
 HX2665  STATE/COUNTY-  WV/JACKSON
 HX2665  USGS QUAD   -  SANDYVILLE (1988)
 HX2665
 HX2665                         *CURRENT SURVEY CONTROL
 HX2665  ___________________________________________________________________
 HX2665* NAD 83(1986)-  38 58 31.     (N)    081 37 57.     (W)     SCALED    
 HX2665* NAVD 88     -       189.03   (+/-2cm)     620.2    (feet)  VERTCON   
 HX2665  ___________________________________________________________________
 HX2665  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 HX2665
 HX2665  VERT ORDER  -  THIRD (See Below)
 HX2665
 HX2665.The horizontal coordinates were scaled from a topographic map and have
 HX2665.an estimated accuracy of +/- 6 seconds.
 HX2665
 HX2665.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2665.The vertical order pertains to the NGVD 29 superseded value.
 HX2665
 HX2665.The geoid height was determined by GEOID03.
 HX2665
 HX2665;                    North         East    Units  Estimated Accuracy
 HX2665;SPC WV S     -   219,430.      545,190.      MT  (+/- 180 meters Scaled)
 HX2665
 HX2665                          SUPERSEDED SURVEY CONTROL
 HX2665
 HX2665  NGVD 29 (??/??/??)  189.21   (m)          620.8    (f) RESET       3  
 HX2665
 HX2665.Superseded values are not recommended for survey control.
 HX2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2665.See file dsdata.txt to determine how the superseded data were derived.
 HX2665
 HX2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD452142(NAD 83)
 HX2665_MARKER: DB = BENCH MARK DISK
 HX2665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2665_SP_SET: ABUTMENT
 HX2665_STAMPING: V 102 RESET 1967
 HX2665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2665
 HX2665  HISTORY     - Date     Condition        Report By
 HX2665  HISTORY     - 1967     MONUMENTED       WVHD
 HX2665  HISTORY     - 1980     GOOD             WVHD
 HX2665
 HX2665                          STATION DESCRIPTION
 HX2665
 HX2665'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1967
 HX2665'1.4 MI W FROM LOCKHART.
 HX2665'ABOUT 0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM BALDERSONS
 HX2665'STORE AT LOCKHART, THENCE ABOUT 1.25 MILES NORTHWEST AND NORTH
 HX2665'ALONG SECONDARY ROUTE 1, ABOUT 145 FEET WEST OF THE JUNCTION
 HX2665'OF SECONDARY ROUTE 1 AND SECONDARY ROUTE 10, ABOUT 145 FEET
 HX2665'WEST OF THE CENTER LINE STATION 127+40 OF THE PROPOSED RELOCATION
 HX2665'OF SECONDARY ROUTE 10, ON TOP OF THE SOUTH END OF WEST ABUTMENT
 HX2665'OF A STEEL TRUSS BRIDGE ON SECONDARY ROUTE 10 OVER NESSELROAD
 HX2665'RUN.
 HX2665
 HX2665                          STATION RECOVERY (1980)
 HX2665
 HX2665'RECOVERY NOTE BY WEST VIRGINIA HIGHWAY DEPARTMENT 1980
 HX2665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2453 ***********************************************************************
 HX2453  DESIGNATION -  V 103
 HX2453  PID         -  HX2453
 HX2453  STATE/COUNTY-  WV/JACKSON
 HX2453  USGS QUAD   -  RIPLEY (1975)
 HX2453
 HX2453                         *CURRENT SURVEY CONTROL
 HX2453  ___________________________________________________________________
 HX2453* NAD 83(1986)-  38 49 27.     (N)    081 42 26.     (W)     SCALED    
 HX2453* NAVD 88     -       183.096  (meters)     600.71   (feet)  ADJUSTED  
 HX2453  ___________________________________________________________________
 HX2453  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HX2453  DYNAMIC HT  -         182.976 (meters)     600.31  (feet)  COMP
 HX2453  MODELED GRAV-     979,969.6   (mgal)                       NAVD 88
 HX2453
 HX2453  VERT ORDER  -  SECOND    CLASS 0
 HX2453
 HX2453.The horizontal coordinates were scaled from a topographic map and have
 HX2453.an estimated accuracy of +/- 6 seconds.
 HX2453
 HX2453.The orthometric height was determined by differential leveling
 HX2453.and adjusted by the National Geodetic Survey in June 1991..
 HX2453
 HX2453.The geoid height was determined by GEOID03.
 HX2453
 HX2453.The dynamic height is computed by dividing the NAVD 88
 HX2453.geopotential number by the normal gravity value computed on the
 HX2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2453.degrees latitude (g = 980.6199 gals.).
 HX2453
 HX2453.The modeled gravity was interpolated from observed gravity values.
 HX2453
 HX2453;                    North         East    Units  Estimated Accuracy
 HX2453;SPC WV S     -   202,700.      538,590.      MT  (+/- 180 meters Scaled)
 HX2453
 HX2453                          SUPERSEDED SURVEY CONTROL
 HX2453
 HX2453  NGVD 29 (??/??/92)  183.271  (m)          601.28   (f) ADJ UNCH    2 0
 HX2453
 HX2453.Superseded values are not recommended for survey control.
 HX2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2453.See file dsdata.txt to determine how the superseded data were derived.
 HX2453
 HX2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC386975(NAD 83)
 HX2453_MARKER: DB = BENCH MARK DISK
 HX2453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2453_SP_SET: ABUTMENT
 HX2453_STAMPING: V 103 1956
 HX2453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2453
 HX2453  HISTORY     - Date     Condition        Report By
 HX2453  HISTORY     - 1956     MONUMENTED       CGS
 HX2453
 HX2453                          STATION DESCRIPTION
 HX2453
 HX2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2453'0.5 MI NE FROM RIPLEY.
 HX2453'ABOUT 0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 21 FROM THE INTERSECTION
 HX2453'OF U.S. HIGHWAY 33 AND POST OFFICE AT RIPLEY, IN THE TOP OF THE
 HX2453'SOUTHEAST END OF SOUTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE
 HX2453'OVER SYCAMORE CREEK, 26 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 HX2453'1 FOOT SOUTHEAST OF SOUTHEAST BANISTER OF BRIDGE AND ABOUT 1
 HX2453'FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0321 ***********************************************************************
 HY0321  DESIGNATION -  V 104
 HY0321  PID         -  HY0321
 HY0321  STATE/COUNTY-  WV/MASON
 HY0321  USGS QUAD   -  CHESHIRE (1989)
 HY0321
 HY0321                         *CURRENT SURVEY CONTROL
 HY0321  ___________________________________________________________________
 HY0321* NAD 83(1986)-  38 54 47.     (N)    082 02 14.     (W)     SCALED    
 HY0321* NAVD 88     -       181.805  (meters)     596.47   (feet)  ADJUSTED  
 HY0321  ___________________________________________________________________
 HY0321  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HY0321  DYNAMIC HT  -         181.690 (meters)     596.09  (feet)  COMP
 HY0321  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 HY0321
 HY0321  VERT ORDER  -  SECOND    CLASS 0
 HY0321
 HY0321.The horizontal coordinates were scaled from a topographic map and have
 HY0321.an estimated accuracy of +/- 6 seconds.
 HY0321
 HY0321.The orthometric height was determined by differential leveling
 HY0321.and adjusted by the National Geodetic Survey in June 1991..
 HY0321
 HY0321.The geoid height was determined by GEOID03.
 HY0321
 HY0321.The dynamic height is computed by dividing the NAVD 88
 HY0321.geopotential number by the normal gravity value computed on the
 HY0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0321.degrees latitude (g = 980.6199 gals.).
 HY0321
 HY0321.The modeled gravity was interpolated from observed gravity values.
 HY0321
 HY0321;                    North         East    Units  Estimated Accuracy
 HY0321;SPC WV S     -   212,840.      510,040.      MT  (+/- 180 meters Scaled)
 HY0321
 HY0321                          SUPERSEDED SURVEY CONTROL
 HY0321
 HY0321  NGVD 29 (??/??/92)  181.999  (m)          597.11   (f) ADJ UNCH    2 0
 HY0321
 HY0321.Superseded values are not recommended for survey control.
 HY0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0321.See file dsdata.txt to determine how the superseded data were derived.
 HY0321
 HY0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD100076(NAD 83)
 HY0321_MARKER: DB = BENCH MARK DISK
 HY0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0321_SP_SET: CULVERT
 HY0321_STAMPING: V 104 1956
 HY0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0321
 HY0321  HISTORY     - Date     Condition        Report By
 HY0321  HISTORY     - 1956     MONUMENTED       CGS
 HY0321  HISTORY     - 1976     GOOD             NGS
 HY0321
 HY0321                          STATION DESCRIPTION
 HY0321
 HY0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0321'6.2 MI SE FROM LAKIN.
 HY0321'2.05 MILES SOUTH ALONG STATE HIGHWAY 62 FROM LAKIN STATE HOSPITAL
 HY0321'AT LAKIN, THENCE ABOUT 1.95 MILES SOUTHEAST AND 0.3 MILE NORTHEAST
 HY0321'ALONG BLACK TOP ROADS, THENCE ABOUT 1.85 MILES SOUTHEAST ALONG
 HY0321'A GRAVEL ROAD, ABOUT 0.25 MILE NORTHEAST OF JUNCTION OF A ROAD
 HY0321'SOUTH, IN THE TOP OF THE SOUTHWEST END OF NORTHWEST HEAD WALL OF A
 HY0321'4-FOOT CONCRETE BOX CULVERT, 8 FEET NORTHWEST OF CENTER LINE OF ROAD,
 HY0321'132 FEET NORTHEAST OF EAST CORNER OF A BARN, 3/4 FEET NORTHEAST
 HY0321'OF SOUTHWEST END OF HEAD WALL AND ABOUT LEVEL WITH ROAD.
 HY0321
 HY0321                          STATION RECOVERY (1976)
 HY0321
 HY0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2493 ***********************************************************************
 HX2493  DESIGNATION -  V 105
 HX2493  PID         -  HX2493
 HX2493  STATE/COUNTY-  WV/ROANE
 HX2493  USGS QUAD   -  KENTUCK (1975)
 HX2493
 HX2493                         *CURRENT SURVEY CONTROL
 HX2493  ___________________________________________________________________
 HX2493* NAD 83(1986)-  38 43 14.     (N)    081 31 19.     (W)     SCALED    
 HX2493* NAVD 88     -       311.247  (meters)    1021.15   (feet)  ADJUSTED  
 HX2493  ___________________________________________________________________
 HX2493  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HX2493  DYNAMIC HT  -         311.041 (meters)    1020.47  (feet)  COMP
 HX2493  MODELED GRAV-     979,955.7   (mgal)                       NAVD 88
 HX2493
 HX2493  VERT ORDER  -  SECOND    CLASS 0
 HX2493
 HX2493.The horizontal coordinates were scaled from a topographic map and have
 HX2493.an estimated accuracy of +/- 6 seconds.
 HX2493
 HX2493.The orthometric height was determined by differential leveling
 HX2493.and adjusted by the National Geodetic Survey in June 1991..
 HX2493
 HX2493.The geoid height was determined by GEOID03.
 HX2493
 HX2493.The dynamic height is computed by dividing the NAVD 88
 HX2493.geopotential number by the normal gravity value computed on the
 HX2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2493.degrees latitude (g = 980.6199 gals.).
 HX2493
 HX2493.The modeled gravity was interpolated from observed gravity values.
 HX2493
 HX2493;                    North         East    Units  Estimated Accuracy
 HX2493;SPC WV S     -   191,100.      554,610.      MT  (+/- 180 meters Scaled)
 HX2493
 HX2493                          SUPERSEDED SURVEY CONTROL
 HX2493
 HX2493  NGVD 29 (??/??/92)  311.420  (m)         1021.72   (f) ADJ UNCH    2 0
 HX2493
 HX2493.Superseded values are not recommended for survey control.
 HX2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2493.See file dsdata.txt to determine how the superseded data were derived.
 HX2493
 HX2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC546858(NAD 83)
 HX2493_MARKER: DB = BENCH MARK DISK
 HX2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2493_STAMPING: V 105 1956
 HX2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2493+STABILITY: SURFACE MOTION
 HX2493
 HX2493  HISTORY     - Date     Condition        Report By
 HX2493  HISTORY     - 1956     MONUMENTED       CGS
 HX2493
 HX2493                          STATION DESCRIPTION
 HX2493
 HX2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2493'4.4 MI NW FROM HARMONY.
 HX2493'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM BRIDGE
 HX2493'OVER COX FORK AT HARMONY, THENCE ABOUT 4.2 MILES NORTHWEST ALONG
 HX2493'A GRAVEL ROAD LEADING TO STATTS MILLS, ABOUT 1.3 MILES
 HX2493'SOUTHEAST OF APLIN METHODIST CHURCH AND CEMETERY, ABOUT 0.7
 HX2493'MILE SOUTHEAST OF ROANE-JACKSON COUNTY LINE, ABOUT 225 YARDS
 HX2493'NORTHWEST OF JUNCTION OF A ROAD NORTH, 17 FEET SOUTH OF CENTER
 HX2493'LINE OF ROAD AND ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HX2493'EXTENDING NORTHWEST AND EAST, ABOUT 58 YARDS WEST OF EAST END
 HX2493'OF A BENCH CUT AND ACROSS ROAD FROM THE APPROXIMATE CENTER OF
 HX2493'CUT, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 HX2493'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX2493'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2361 ***********************************************************************
 HX2361  DESIGNATION -  V 106
 HX2361  PID         -  HX2361
 HX2361  STATE/COUNTY-  WV/JACKSON
 HX2361  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2361
 HX2361                         *CURRENT SURVEY CONTROL
 HX2361  ___________________________________________________________________
 HX2361* NAD 83(1986)-  38 48 12.     (N)    081 46 57.     (W)     SCALED    
 HX2361* NAVD 88     -       217.756  (meters)     714.42   (feet)  ADJUSTED  
 HX2361  ___________________________________________________________________
 HX2361  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HX2361  DYNAMIC HT  -         217.612 (meters)     713.95  (feet)  COMP
 HX2361  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 HX2361
 HX2361  VERT ORDER  -  SECOND    CLASS 0
 HX2361
 HX2361.The horizontal coordinates were scaled from a topographic map and have
 HX2361.an estimated accuracy of +/- 6 seconds.
 HX2361
 HX2361.The orthometric height was determined by differential leveling
 HX2361.and adjusted by the National Geodetic Survey in June 1991..
 HX2361
 HX2361.The geoid height was determined by GEOID03.
 HX2361
 HX2361.The dynamic height is computed by dividing the NAVD 88
 HX2361.geopotential number by the normal gravity value computed on the
 HX2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2361.degrees latitude (g = 980.6199 gals.).
 HX2361
 HX2361.The modeled gravity was interpolated from observed gravity values.
 HX2361
 HX2361;                    North         East    Units  Estimated Accuracy
 HX2361;SPC WV S     -   200,440.      532,030.      MT  (+/- 180 meters Scaled)
 HX2361
 HX2361                          SUPERSEDED SURVEY CONTROL
 HX2361
 HX2361  NGVD 29 (??/??/92)  217.935  (m)          715.01   (f) ADJ UNCH    2 0
 HX2361
 HX2361.Superseded values are not recommended for survey control.
 HX2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2361.See file dsdata.txt to determine how the superseded data were derived.
 HX2361
 HX2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC320952(NAD 83)
 HX2361_MARKER: DB = BENCH MARK DISK
 HX2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2361_STAMPING: V 106 1956
 HX2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2361+STABILITY: SURFACE MOTION
 HX2361
 HX2361  HISTORY     - Date     Condition        Report By
 HX2361  HISTORY     - 1956     MONUMENTED       CGS
 HX2361
 HX2361                          STATION DESCRIPTION
 HX2361
 HX2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2361'1.7 MI S FROM EVANS.
 HX2361'ABOUT 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE JUNCTION
 HX2361'OF U.S. HIGHWAY 33 AT EVANS, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG
 HX2361'A GRAVEL ROAD LEADING TO GIVEN, ABOUT 0.1 MILE SOUTHEAST AND
 HX2361'UPHILL FROM THE BOTTOM OF GRADE, ABOUT 102 YARDS NORTHWEST OF
 HX2361'THE TOP OF A GRADE, 20 FEET NORTHEAST OF CENTER LINE OF ROAD,
 HX2361'6 1/2 FEET SOUTHEAST OF A FENCE CORNER, 19 FEET NORTHWEST OF A
 HX2361'6-INCH PINE TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 HX2361'ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 HX2361'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2466 ***********************************************************************
 HX2466  DESIGNATION -  V 107
 HX2466  PID         -  HX2466
 HX2466  STATE/COUNTY-  WV/JACKSON
 HX2466  USGS QUAD   -  GAY (1987)
 HX2466
 HX2466                         *CURRENT SURVEY CONTROL
 HX2466  ___________________________________________________________________
 HX2466* NAD 83(1986)-  38 49 31.     (N)    081 36 30.     (W)     SCALED    
 HX2466* NAVD 88     -       192.136  (meters)     630.37   (feet)  ADJUSTED  
 HX2466  ___________________________________________________________________
 HX2466  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HX2466  DYNAMIC HT  -         192.010 (meters)     629.95  (feet)  COMP
 HX2466  MODELED GRAV-     979,968.9   (mgal)                       NAVD 88
 HX2466
 HX2466  VERT ORDER  -  SECOND    CLASS 0
 HX2466
 HX2466.The horizontal coordinates were scaled from a topographic map and have
 HX2466.an estimated accuracy of +/- 6 seconds.
 HX2466
 HX2466.The orthometric height was determined by differential leveling
 HX2466.and adjusted by the National Geodetic Survey in June 1991..
 HX2466
 HX2466.The geoid height was determined by GEOID03.
 HX2466
 HX2466.The dynamic height is computed by dividing the NAVD 88
 HX2466.geopotential number by the normal gravity value computed on the
 HX2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2466.degrees latitude (g = 980.6199 gals.).
 HX2466
 HX2466.The modeled gravity was interpolated from observed gravity values.
 HX2466
 HX2466;                    North         East    Units  Estimated Accuracy
 HX2466;SPC WV S     -   202,770.      547,170.      MT  (+/- 180 meters Scaled)
 HX2466
 HX2466                          SUPERSEDED SURVEY CONTROL
 HX2466
 HX2466  NGVD 29 (??/??/92)  192.308  (m)          630.93   (f) ADJ UNCH    2 0
 HX2466
 HX2466.Superseded values are not recommended for survey control.
 HX2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2466.See file dsdata.txt to determine how the superseded data were derived.
 HX2466
 HX2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC471975(NAD 83)
 HX2466_MARKER: DB = BENCH MARK DISK
 HX2466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2466_SP_SET: CULVERT
 HX2466_STAMPING: V 107 1956
 HX2466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2466
 HX2466  HISTORY     - Date     Condition        Report By
 HX2466  HISTORY     - 1956     MONUMENTED       CGS
 HX2466
 HX2466                          STATION DESCRIPTION
 HX2466
 HX2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2466'2.1 MI W FROM FROZENCAMP.
 HX2466'ABOUT 2.1 MILES WEST ALONG U.S. HIGHWAY 33 FROM MILL CREEK BAPTIST
 HX2466'CHURCH AT FROZENCAMP, ABOUT 0.9 MILE EAST OF BRIDGE OVER JOES
 HX2466'RUN, ABOUT 92 YARDS WEST OF PARSONS GROCERY STORE AND SERVICE
 HX2466'STATION, IN THE TOP OF WEST END OF SOUTH HEAD WALL OF A 6-FOOT
 HX2466'CONCRETE CULVERT, 29 FEET SOUTH OF CENTER LINE OF HIGHWAY AND
 HX2466'ABOUT 6 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0801 ***********************************************************************
 HY0801  DESIGNATION -  V 108
 HY0801  PID         -  HY0801
 HY0801  STATE/COUNTY-  WV/WAYNE
 HY0801  USGS QUAD   -  CATLETTSBURG (1985)
 HY0801
 HY0801                         *CURRENT SURVEY CONTROL
 HY0801  ___________________________________________________________________
 HY0801* NAD 83(1986)-  38 23 52.     (N)    082 34 41.     (W)     SCALED    
 HY0801* NAVD 88     -       170.925  (meters)     560.78   (feet)  ADJUSTED  
 HY0801  ___________________________________________________________________
 HY0801  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY0801  DYNAMIC HT  -         170.809 (meters)     560.40  (feet)  COMP
 HY0801  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 HY0801
 HY0801  VERT ORDER  -  FIRST     CLASS II
 HY0801
 HY0801.The horizontal coordinates were scaled from a topographic map and have
 HY0801.an estimated accuracy of +/- 6 seconds.
 HY0801
 HY0801.The orthometric height was determined by differential leveling
 HY0801.and adjusted by the National Geodetic Survey in June 1991..
 HY0801
 HY0801.The geoid height was determined by GEOID03.
 HY0801
 HY0801.The dynamic height is computed by dividing the NAVD 88
 HY0801.geopotential number by the normal gravity value computed on the
 HY0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0801.degrees latitude (g = 980.6199 gals.).
 HY0801
 HY0801.The modeled gravity was interpolated from observed gravity values.
 HY0801
 HY0801;                    North         East    Units  Estimated Accuracy
 HY0801;SPC WV S     -   156,310.      462,160.      MT  (+/- 180 meters Scaled)
 HY0801
 HY0801                          SUPERSEDED SURVEY CONTROL
 HY0801
 HY0801  NGVD 29 (??/??/92)  171.105  (m)          561.37   (f) ADJ UNCH    1 2
 HY0801
 HY0801.Superseded values are not recommended for survey control.
 HY0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0801.See file dsdata.txt to determine how the superseded data were derived.
 HY0801
 HY0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC621511(NAD 83)
 HY0801_MARKER: DB = BENCH MARK DISK
 HY0801_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY0801_STAMPING: V 108 1956
 HY0801_MARK LOGO: CGS   
 HY0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0801+STABILITY: SURFACE MOTION
 HY0801
 HY0801  HISTORY     - Date     Condition        Report By
 HY0801  HISTORY     - 1956     MONUMENTED       CGS
 HY0801  HISTORY     - 1984     GOOD             NGS
 HY0801
 HY0801                          STATION DESCRIPTION
 HY0801
 HY0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0801'AT KENOVA.
 HY0801'AT KENOVA, ABOUT 57 YARDS WEST ALONG THE CHESAPEAKE AND OHIO
 HY0801'RAILWAY FROM THE STATION, ABOUT 300 YARDS EAST OF MILE POST 512,
 HY0801'IN THE TOP OF THE SOUTH END OF NORTHEAST WING WALL OF OVERPASS
 HY0801'OF TRACK OVER STATE HIGHWAY 75, 43 1/2 FEET NORTH OF NORTH RAIL
 HY0801'OF NORTH TRACK, 3 FEET NORTH OF CONCRETE BANISTER.
 HY0801
 HY0801                          STATION RECOVERY (1984)
 HY0801
 HY0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0441 ***********************************************************************
 HY0441  DESIGNATION -  V 109
 HY0441  PID         -  HY0441
 HY0441  STATE/COUNTY-  WV/CABELL
 HY0441  USGS QUAD   -  BARBOURSVILLE (1985)
 HY0441
 HY0441                         *CURRENT SURVEY CONTROL
 HY0441  ___________________________________________________________________
 HY0441* NAD 83(1986)-  38 25 50.     (N)    082 22 28.     (W)     SCALED    
 HY0441* NAVD 88     -       168.232  (meters)     551.94   (feet)  ADJUSTED  
 HY0441  ___________________________________________________________________
 HY0441  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 HY0441  DYNAMIC HT  -         168.119 (meters)     551.57  (feet)  COMP
 HY0441  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 HY0441
 HY0441  VERT ORDER  -  FIRST     CLASS II
 HY0441
 HY0441.The horizontal coordinates were scaled from a topographic map and have
 HY0441.an estimated accuracy of +/- 6 seconds.
 HY0441
 HY0441.The orthometric height was determined by differential leveling
 HY0441.and adjusted by the National Geodetic Survey in June 1991..
 HY0441.WARNING-Repeat measurements at this control monument indicate possible
 HY0441.vertical movement.
 HY0441
 HY0441.The geoid height was determined by GEOID03.
 HY0441
 HY0441.The dynamic height is computed by dividing the NAVD 88
 HY0441.geopotential number by the normal gravity value computed on the
 HY0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0441.degrees latitude (g = 980.6199 gals.).
 HY0441
 HY0441.The modeled gravity was interpolated from observed gravity values.
 HY0441
 HY0441;                    North         East    Units  Estimated Accuracy
 HY0441;SPC WV S     -   159,670.      480,000.      MT  (+/- 180 meters Scaled)
 HY0441
 HY0441                          SUPERSEDED SURVEY CONTROL
 HY0441
 HY0441  NGVD 29 (??/??/92)  168.418  (m)          552.55   (f) ADJ UNCH    1 2
 HY0441
 HY0441.Superseded values are not recommended for survey control.
 HY0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0441.See file dsdata.txt to determine how the superseded data were derived.
 HY0441
 HY0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC800544(NAD 83)
 HY0441_MARKER: DB = BENCH MARK DISK
 HY0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0441_SP_SET: ABUTMENT
 HY0441_STAMPING: V 109 1956
 HY0441_MARK LOGO: CGS   
 HY0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0441
 HY0441  HISTORY     - Date     Condition        Report By
 HY0441  HISTORY     - 1956     MONUMENTED       CGS
 HY0441  HISTORY     - 1982     GOOD             LOCSUR
 HY0441  HISTORY     - 1984     GOOD             NGS
 HY0441
 HY0441                          STATION DESCRIPTION
 HY0441
 HY0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0441'0.9 MI E FROM GUYANDOT.
 HY0441'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 HY0441'AT GUYANDOT, IN THE TOP AND 2.7 FEET EAST OF LOWER WEST END OF
 HY0441'NORTH CONCRETE ABUTMENT OF LEVEE GATE FOR HIGHWAY 2, 25 1/2
 HY0441'FEET NORTH OF CENTER LINE OF HIGHWAY, 42 FEET WEST OF CENTER
 HY0441'OF LEVEE AND SLOT IN ABUTMENT FOR INSERTING GATE AND 2 1/2 FEET
 HY0441'ABOVE LEVEL OF HIGHWAY.
 HY0441
 HY0441                          STATION RECOVERY (1982)
 HY0441
 HY0441'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 HY0441'RECOVERED IN GOOD CONDITION.
 HY0441
 HY0441                          STATION RECOVERY (1984)
 HY0441
 HY0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1922 ***********************************************************************
 HX1922  DESIGNATION -  V 11
 HX1922  PID         -  HX1922
 HX1922  STATE/COUNTY-  WV/CLAY
 HX1922  USGS QUAD   -  CLAY (1976)
 HX1922
 HX1922                         *CURRENT SURVEY CONTROL
 HX1922  ___________________________________________________________________
 HX1922* NAD 83(1986)-  38 29 41.     (N)    081 02 46.     (W)     SCALED    
 HX1922* NAVD 88     -       227.422  (meters)     746.13   (feet)  ADJUSTED  
 HX1922  ___________________________________________________________________
 HX1922  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HX1922  DYNAMIC HT  -         227.267 (meters)     745.63  (feet)  COMP
 HX1922  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 HX1922
 HX1922  VERT ORDER  -  SECOND    CLASS 0
 HX1922
 HX1922.The horizontal coordinates were scaled from a topographic map and have
 HX1922.an estimated accuracy of +/- 6 seconds.
 HX1922
 HX1922.The orthometric height was determined by differential leveling
 HX1922.and adjusted by the National Geodetic Survey in June 1991..
 HX1922
 HX1922.The geoid height was determined by GEOID03.
 HX1922
 HX1922.The dynamic height is computed by dividing the NAVD 88
 HX1922.geopotential number by the normal gravity value computed on the
 HX1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1922.degrees latitude (g = 980.6199 gals.).
 HX1922
 HX1922.The modeled gravity was interpolated from observed gravity values.
 HX1922
 HX1922;                    North         East    Units  Estimated Accuracy
 HX1922;SPC WV S     -   165,900.      595,980.      MT  (+/- 180 meters Scaled)
 HX1922
 HX1922                          SUPERSEDED SURVEY CONTROL
 HX1922
 HX1922  NGVD 29 (??/??/92)  227.605  (m)          746.73   (f) ADJ UNCH    2 0
 HX1922
 HX1922.Superseded values are not recommended for survey control.
 HX1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1922.See file dsdata.txt to determine how the superseded data were derived.
 HX1922
 HX1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC959607(NAD 83)
 HX1922_MARKER: DB = BENCH MARK DISK
 HX1922_SETTING: 66 = SET IN ROCK OUTCROP
 HX1922_SP_SET: ROCK CUT
 HX1922_STAMPING: V 11 1933
 HX1922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1922+STABILITY: POSITION/ELEVATION WELL
 HX1922
 HX1922  HISTORY     - Date     Condition        Report By
 HX1922  HISTORY     - 1933     MONUMENTED       CGS
 HX1922
 HX1922                          STATION DESCRIPTION
 HX1922
 HX1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1922'1.6 MI E FROM SPREAD.
 HX1922'1.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1922'STATION AT SPREAD, 25.5 RAILS NORTH OF MILEPOST C 59, IN THE
 HX1922'FACE OF A LARGE ROCK AT THE BASE OF A LONG CUT, 10 FEET SOUTH OF
 HX1922'THE CENTERLINE OF THE TRACK, AND 2.5 FEET HIGHER THAN THE TRACK.
 HX1922'A STANDARD DISK, STAMPED V 11 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0292 ***********************************************************************
 HY0292  DESIGNATION -  V 110
 HY0292  PID         -  HY0292
 HY0292  STATE/COUNTY-  WV/MASON
 HY0292  USGS QUAD   -  BEECH HILL (1975)
 HY0292
 HY0292                         *CURRENT SURVEY CONTROL
 HY0292  ___________________________________________________________________
 HY0292* NAD 83(1986)-  38 47 26.     (N)    082 01 24.     (W)     SCALED    
 HY0292* NAVD 88     -       171.438  (meters)     562.46   (feet)  ADJUSTED  
 HY0292  ___________________________________________________________________
 HY0292  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HY0292  DYNAMIC HT  -         171.328 (meters)     562.10  (feet)  COMP
 HY0292  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 HY0292
 HY0292  VERT ORDER  -  SECOND    CLASS 0
 HY0292
 HY0292.The horizontal coordinates were scaled from a topographic map and have
 HY0292.an estimated accuracy of +/- 6 seconds.
 HY0292
 HY0292.The orthometric height was determined by differential leveling
 HY0292.and adjusted by the National Geodetic Survey in June 1991..
 HY0292
 HY0292.The geoid height was determined by GEOID03.
 HY0292
 HY0292.The dynamic height is computed by dividing the NAVD 88
 HY0292.geopotential number by the normal gravity value computed on the
 HY0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0292.degrees latitude (g = 980.6199 gals.).
 HY0292
 HY0292.The modeled gravity was interpolated from observed gravity values.
 HY0292
 HY0292;                    North         East    Units  Estimated Accuracy
 HY0292;SPC WV S     -   199,230.      511,100.      MT  (+/- 180 meters Scaled)
 HY0292
 HY0292                          SUPERSEDED SURVEY CONTROL
 HY0292
 HY0292  NGVD 29 (??/??/92)  171.634  (m)          563.10   (f) ADJ UNCH    2 0
 HY0292
 HY0292.Superseded values are not recommended for survey control.
 HY0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0292.See file dsdata.txt to determine how the superseded data were derived.
 HY0292
 HY0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC111940(NAD 83)
 HY0292_MARKER: DB = BENCH MARK DISK
 HY0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0292_STAMPING: V 110 1956
 HY0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0292+STABILITY: SURFACE MOTION
 HY0292
 HY0292  HISTORY     - Date     Condition        Report By
 HY0292  HISTORY     - 1956     MONUMENTED       CGS
 HY0292
 HY0292                          STATION DESCRIPTION
 HY0292
 HY0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0292'1 MI SE FROM BRIGHTON.
 HY0292'1.0 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HY0292'THE METHODIST CHURCH AND CEMETERY AT BRIGHTON, ABOUT 0.25 MILE
 HY0292'SOUTHEAST OF MILE POST CCR 76, ABOUT 50 YARDS WEST OF RAILROAD
 HY0292'CULVERT OVER EIGHT MILE CREEK, AT A FARM ROAD CROSSING, 27 1/2
 HY0292'FEET SOUTH-SOUTHWEST OF NEAR RAIL OF TRACK, 74 FEET SOUTH AND
 HY0292'ACROSS TRACK FROM TELEPHONE POLE NO. 76/10, 30 FEET
 HY0292'SOUTH-SOUTHWEST OF CENTER OF FARM ROAD CROSSING, 13 FEET
 HY0292'WEST OF CENTER LINE OF FARM ROAD, 3 FEET NORTH-NORTHEAST OF A
 HY0292'FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 HY0292'ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 HY0292'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0798 ***********************************************************************
 HY0798  DESIGNATION -  V 111
 HY0798  PID         -  HY0798
 HY0798  STATE/COUNTY-  WV/WAYNE
 HY0798  USGS QUAD   -  CATLETTSBURG (1985)
 HY0798
 HY0798                         *CURRENT SURVEY CONTROL
 HY0798  ___________________________________________________________________
 HY0798* NAD 83(1986)-  38 23 53.     (N)    082 34 39.     (W)     SCALED    
 HY0798* NAVD 88     -       171.790  (meters)     563.61   (feet)  ADJUSTED  
 HY0798  ___________________________________________________________________
 HY0798  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY0798  DYNAMIC HT  -         171.674 (meters)     563.23  (feet)  COMP
 HY0798  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 HY0798
 HY0798  VERT ORDER  -  FIRST     CLASS II
 HY0798
 HY0798.The horizontal coordinates were scaled from a topographic map and have
 HY0798.an estimated accuracy of +/- 6 seconds.
 HY0798
 HY0798.The orthometric height was determined by differential leveling
 HY0798.and adjusted by the National Geodetic Survey in June 1991..
 HY0798
 HY0798.The geoid height was determined by GEOID03.
 HY0798
 HY0798.The dynamic height is computed by dividing the NAVD 88
 HY0798.geopotential number by the normal gravity value computed on the
 HY0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0798.degrees latitude (g = 980.6199 gals.).
 HY0798
 HY0798.The modeled gravity was interpolated from observed gravity values.
 HY0798
 HY0798;                    North         East    Units  Estimated Accuracy
 HY0798;SPC WV S     -   156,340.      462,210.      MT  (+/- 180 meters Scaled)
 HY0798
 HY0798                          SUPERSEDED SURVEY CONTROL
 HY0798
 HY0798  NGVD 29 (??/??/92)  171.970  (m)          564.20   (f) ADJ UNCH    1 2
 HY0798
 HY0798.Superseded values are not recommended for survey control.
 HY0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0798.See file dsdata.txt to determine how the superseded data were derived.
 HY0798
 HY0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC622511(NAD 83)
 HY0798_MARKER: DB = BENCH MARK DISK
 HY0798_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HY0798_SP_SET: 79 FEET
 HY0798_STAMPING: V 111 1956
 HY0798_MARK LOGO: CGS   
 HY0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0798+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2004
 HY0798
 HY0798  HISTORY     - Date     Condition        Report By
 HY0798  HISTORY     - 1956     MONUMENTED       CGS
 HY0798  HISTORY     - 1984     GOOD             NGS
 HY0798  HISTORY     - 20040114 GOOD             JCLS
 HY0798
 HY0798                          STATION DESCRIPTION
 HY0798
 HY0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0798'AT KENOVA.
 HY0798'AT KENOVA, AT THE CHESAPEAKE AND OHIO RAILWAY STATION, 168 FEET NORTH
 HY0798'OF NORTH RAIL OF NORTH TRACK OF C. AND O. RY., 176 FEET
 HY0798'SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF POST OFFICE, 40 1/2 FEET
 HY0798'NORTH AND ACROSS PINE STREET FROM THE NORTHWEST CORNER OF RAILWAY
 HY0798'STATION AND ABOUT IN LINE WITH THE EXTENDED WEST FACE OF BUILDING,
 HY0798'30 FEET WEST OF CENTER LINE OF 13TH STREET, 7 3/4 FEET NORTH OF
 HY0798'NORTH CURB OF PINE STREET, 22 FEET WEST OF WEST CURB OF 13TH STREET,
 HY0798'IN LAWN AT INTERSECTION OF STREETS, ABOUT 3/4 FEET BELOW LEVEL OF
 HY0798'PINE STREET AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD ABOUT
 HY0798'2 INCHES UNDERGROUND AND PROTECTED BY A 4-INCH TILE WHICH IS
 HY0798'ABOUT FLUSH WITH GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH
 HY0798'OF 79 FEET.
 HY0798
 HY0798                          STATION RECOVERY (1984)
 HY0798
 HY0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0798'RECOVERED IN GOOD CONDITION.
 HY0798
 HY0798                          STATION RECOVERY (2004)
 HY0798
 HY0798'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 HY0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2400 ***********************************************************************
 HX2400  DESIGNATION -  V 113
 HX2400  PID         -  HX2400
 HX2400  STATE/COUNTY-  WV/PUTNAM
 HX2400  USGS QUAD   -  WINFIELD (1989)
 HX2400
 HX2400                         *CURRENT SURVEY CONTROL
 HX2400  ___________________________________________________________________
 HX2400* NAD 83(1986)-  38 33 10.     (N)    081 52 53.     (W)     SCALED    
 HX2400* NAVD 88     -       296.376  (meters)     972.36   (feet)  ADJUSTED  
 HX2400  ___________________________________________________________________
 HX2400  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HX2400  DYNAMIC HT  -         296.177 (meters)     971.71  (feet)  COMP
 HX2400  MODELED GRAV-     979,949.8   (mgal)                       NAVD 88
 HX2400
 HX2400  VERT ORDER  -  SECOND    CLASS 0
 HX2400
 HX2400.The horizontal coordinates were scaled from a topographic map and have
 HX2400.an estimated accuracy of +/- 6 seconds.
 HX2400
 HX2400.The orthometric height was determined by differential leveling
 HX2400.and adjusted by the National Geodetic Survey in June 1991..
 HX2400
 HX2400.The geoid height was determined by GEOID03.
 HX2400
 HX2400.The dynamic height is computed by dividing the NAVD 88
 HX2400.geopotential number by the normal gravity value computed on the
 HX2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2400.degrees latitude (g = 980.6199 gals.).
 HX2400
 HX2400.The modeled gravity was interpolated from observed gravity values.
 HX2400
 HX2400;                    North         East    Units  Estimated Accuracy
 HX2400;SPC WV S     -   172,710.      523,180.      MT  (+/- 180 meters Scaled)
 HX2400
 HX2400                          SUPERSEDED SURVEY CONTROL
 HX2400
 HX2400  NGVD 29 (??/??/92)  296.575  (m)          973.01   (f) ADJ UNCH    2 0
 HX2400
 HX2400.Superseded values are not recommended for survey control.
 HX2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2400.See file dsdata.txt to determine how the superseded data were derived.
 HX2400
 HX2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC232675(NAD 83)
 HX2400_MARKER: DB = BENCH MARK DISK
 HX2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2400_STAMPING: V 113 1956
 HX2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2400+STABILITY: SURFACE MOTION
 HX2400
 HX2400  HISTORY     - Date     Condition        Report By
 HX2400  HISTORY     - 1956     MONUMENTED       CGS
 HX2400  HISTORY     - 1977     GOOD             NGS
 HX2400
 HX2400                          STATION DESCRIPTION
 HX2400
 HX2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2400'1.2 MI NE FROM RED HOUSE.
 HX2400'ABOUT 1.25 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE
 HX2400'JUNCTION OF U.S. HIGHWAY 35 AT RED HOUSE, ABOUT 0.2 MILE EAST
 HX2400'OF JUNCTION OF A ROAD NORTH AND A CEMETERY, ABOUT 0.8 MILE
 HX2400'SOUTHWEST OF LONE OAK CHURCH OF GOD, 50 FEET SOUTHEAST OF CENTER
 HX2400'LINE OF HIGHWAY, 51 FEET SOUTH-SOUTHWEST AND ACROSS A DIM ROAD
 HX2400'EAST FROM A TRIANGULAR BLAZED 20-INCH OAK TREE, 32 1/2 FEET
 HX2400'EAST-SOUTHEAST OF NORTHEAST END OF SOUTHEAST HEAD WALL OF AN
 HX2400'18-INCH PIPE CULVERT UNDER HIGHWAY, 10 FEET SOUTH OF CENTER LINE
 HX2400'OF DIM ROAD EAST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 HX2400'ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 HX2400'CONCRETE POST PROJECTING 3 INCHES.
 HX2400
 HX2400                          STATION RECOVERY (1977)
 HX2400
 HX2400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HX2400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2597 ***********************************************************************
 HX2597  DESIGNATION -  V 114
 HX2597  PID         -  HX2597
 HX2597  STATE/COUNTY-  WV/MASON
 HX2597  USGS QUAD   -  ROBERTSBURG (1987)
 HX2597
 HX2597                         *CURRENT SURVEY CONTROL
 HX2597  ___________________________________________________________________
 HX2597* NAD 83(1986)-  38 42 30.     (N)    081 58 52.     (W)     SCALED    
 HX2597* NAVD 88     -       174.826  (meters)     573.58   (feet)  ADJUSTED  
 HX2597  ___________________________________________________________________
 HX2597  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HX2597  DYNAMIC HT  -         174.712 (meters)     573.20  (feet)  COMP
 HX2597  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 HX2597
 HX2597  VERT ORDER  -  SECOND    CLASS 0
 HX2597
 HX2597.The horizontal coordinates were scaled from a topographic map and have
 HX2597.an estimated accuracy of +/- 6 seconds.
 HX2597
 HX2597.The orthometric height was determined by differential leveling
 HX2597.and adjusted by the National Geodetic Survey in June 1991..
 HX2597
 HX2597.The geoid height was determined by GEOID03.
 HX2597
 HX2597.The dynamic height is computed by dividing the NAVD 88
 HX2597.geopotential number by the normal gravity value computed on the
 HX2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2597.degrees latitude (g = 980.6199 gals.).
 HX2597
 HX2597.The modeled gravity was interpolated from observed gravity values.
 HX2597
 HX2597;                    North         East    Units  Estimated Accuracy
 HX2597;SPC WV S     -   190,060.      514,670.      MT  (+/- 180 meters Scaled)
 HX2597
 HX2597                          SUPERSEDED SURVEY CONTROL
 HX2597
 HX2597  NGVD 29 (??/??/92)  175.025  (m)          574.23   (f) ADJ UNCH    2 0
 HX2597
 HX2597.Superseded values are not recommended for survey control.
 HX2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2597.See file dsdata.txt to determine how the superseded data were derived.
 HX2597
 HX2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC146848(NAD 83)
 HX2597_MARKER: DB = BENCH MARK DISK
 HX2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2597_STAMPING: V 114 1956
 HX2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2597+STABILITY: SURFACE MOTION
 HX2597
 HX2597  HISTORY     - Date     Condition        Report By
 HX2597  HISTORY     - 1956     MONUMENTED       CGS
 HX2597
 HX2597                          STATION DESCRIPTION
 HX2597
 HX2597'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2597'1 MI W FROM SOUTHSIDE.
 HX2597'ABOUT 0.95 MILE WEST ALONG A GRAVEL ROAD FROM THE INTERSECTION
 HX2597'OF STATE HIGHWAY 17 AND HARMONY BAPTIST CHURCH AT SOUTHSIDE,
 HX2597'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHWEST AND
 HX2597'NORTHEAST, AT THE WEST CORNER OF A TRIANGULAR SHAPED HAY FIELD
 HX2597'AND AT A POINT WHERE ROAD TURNS NORTHEAST AWAY FROM A CREEK,
 HX2597'24 FEET SOUTH OF CENTER LINE OF ROAD, 292 FEET SOUTHEAST OF
 HX2597'CENTER OF JUNCTION OF ROAD AND A FARM DRIVE SOUTHWEST, 3 1/2
 HX2597'FEET SOUTH OF THE FIRST POWER POLE SOUTHEAST OF POWER POLE NO.
 HX2597'144/20, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HX2597'1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 HX2597'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE8616 ***********************************************************************
 DE8616  DESIGNATION -  V 115 RESET
 DE8616  PID         -  DE8616
 DE8616  STATE/COUNTY-  WV/MASON
 DE8616  USGS QUAD   -  GALLIPOLIS (1983)
 DE8616
 DE8616                         *CURRENT SURVEY CONTROL
 DE8616  ___________________________________________________________________
 DE8616* NAD 83(1986)-  38 50 06.     (N)    082 08 26.     (W)     SCALED    
 DE8616* NAVD 88     -       177.90   (meters)     583.7    (feet)  RESET     
 DE8616  ___________________________________________________________________
 DE8616  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DE8616
 DE8616  VERT ORDER  -  THIRD
 DE8616
 DE8616.The horizontal coordinates were scaled from a topographic map and have
 DE8616.an estimated accuracy of +/- 6 seconds.
 DE8616
 DE8616.The orthometric height was computed from unverified reset data.
 DE8616.No vertical observational check was made to the station.
 DE8616
 DE8616.The geoid height was determined by GEOID03.
 DE8616
 DE8616;                    North         East    Units  Estimated Accuracy
 DE8616;SPC WV S     -   204,280.      500,970.      MT  (+/- 180 meters Scaled)
 DE8616
 DE8616                          SUPERSEDED SURVEY CONTROL
 DE8616
 DE8616.No superseded survey control is available for this station.
 DE8616
 DE8616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC010990(NAD 83)
 DE8616_MARKER: DV = VERTICAL CONTROL DISK
 DE8616_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE8616_SP_SET: BRIDGE WINGWALL
 DE8616_STAMPING: V 115 RESET 2001
 DE8616_MARK LOGO: NGS   
 DE8616_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE8616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8616
 DE8616  HISTORY     - Date     Condition        Report By
 DE8616  HISTORY     - 2001     MONUMENTED       NGS
 DE8616
 DE8616                          STATION DESCRIPTION
 DE8616
 DE8616'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (CC)
 DE8616'THE MARK IS A BRASS DISK AT HENDERSON ACROSS THE KANAWHA RIVER FROM
 DE8616'POINT PLEASANT AT STATE ROUTE 2, AND OLD U.S.  35 ON TOP OF WEST
 DE8616'WINGWALL OF SOUTH ABUTMENT OF KANAWHA RIVER BRIDGE.  ONE HUNDRED FEET
 DE8616'NORTH OF INTERSECTION OF WV.  2 AND OLD U.S.  35.  FIFTY FEET WEST OF
 DE8616'CENTERLINE OF WV.  2.  SEVENTEEN FEET FROM END OF BRIDGE AND THREE
 DE8616'FEET HIGHER THAN ROADWAY ON PARAPET WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0010 ***********************************************************************
 HY0010  DESIGNATION -  V 115 RESET 1971
 HY0010  PID         -  HY0010
 HY0010  STATE/COUNTY-  WV/MASON
 HY0010  USGS QUAD   -  GALLIPOLIS (1983)
 HY0010
 HY0010                         *CURRENT SURVEY CONTROL
 HY0010  ___________________________________________________________________
 HY0010* NAD 83(1986)-  38 50 06.     (N)    082 08 26.     (W)     SCALED    
 HY0010* NAVD 88     -       175.256  (meters)     574.99   (feet)  ADJUSTED  
 HY0010  ___________________________________________________________________
 HY0010  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HY0010  DYNAMIC HT  -         175.145 (meters)     574.62  (feet)  COMP
 HY0010  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 HY0010
 HY0010  VERT ORDER  -  FIRST     CLASS II
 HY0010
 HY0010.The horizontal coordinates were scaled from a topographic map and have
 HY0010.an estimated accuracy of +/- 6 seconds.
 HY0010
 HY0010.The orthometric height was determined by differential leveling
 HY0010.and adjusted by the National Geodetic Survey in June 1991..
 HY0010
 HY0010.The geoid height was determined by GEOID03.
 HY0010
 HY0010.The dynamic height is computed by dividing the NAVD 88
 HY0010.geopotential number by the normal gravity value computed on the
 HY0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0010.degrees latitude (g = 980.6199 gals.).
 HY0010
 HY0010.The modeled gravity was interpolated from observed gravity values.
 HY0010
 HY0010;                    North         East    Units  Estimated Accuracy
 HY0010;SPC WV S     -   204,280.      500,970.      MT  (+/- 180 meters Scaled)
 HY0010
 HY0010                          SUPERSEDED SURVEY CONTROL
 HY0010
 HY0010  NGVD 29 (??/??/??)  175.46   (m)          575.7    (f) RESET       3  
 HY0010
 HY0010.Superseded values are not recommended for survey control.
 HY0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0010.See file dsdata.txt to determine how the superseded data were derived.
 HY0010
 HY0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC010990(NAD 83)
 HY0010_MARKER: DB = BENCH MARK DISK
 HY0010_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HY0010_STAMPING: V 115 RESET 1971
 HY0010_MARK LOGO: CGS   
 HY0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0010
 HY0010  HISTORY     - Date     Condition        Report By
 HY0010  HISTORY     - 1971     MONUMENTED       WVHD
 HY0010  HISTORY     - 1976     GOOD             NGS
 HY0010  HISTORY     - 1984     GOOD             NGS
 HY0010
 HY0010                          STATION DESCRIPTION
 HY0010
 HY0010'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1971
 HY0010'AT HENDERSON.
 HY0010'AT HENDERSON, ACROSS THE KANAWHA RIVER FROM POINT PLEASANT,
 HY0010'AT STATE HIGHWAY 2 OVER KANAWHA RIVER, IN SOUTH CONCRETE ABUTMENT
 HY0010'WALL OF HIGHWAY BRIDGE, 19 FT. EAST OF CENTERLINE OF HIGHWAY,
 HY0010'0.90 FEET ABOVE BRIDGE FLOOR.
 HY0010
 HY0010                          STATION RECOVERY (1976)
 HY0010
 HY0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0010'RECOVERED IN GOOD CONDITION.
 HY0010
 HY0010                          STATION RECOVERY (1984)
 HY0010
 HY0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0477 ***********************************************************************
 HY0477  DESIGNATION -  V 116
 HY0477  PID         -  HY0477
 HY0477  STATE/COUNTY-  WV/CABELL
 HY0477  USGS QUAD   -  MILTON (1989)
 HY0477
 HY0477                         *CURRENT SURVEY CONTROL
 HY0477  ___________________________________________________________________
 HY0477* NAD 83(1986)-  38 26 40.     (N)    082 10 29.     (W)     SCALED    
 HY0477* NAVD 88     -       178.413  (meters)     585.34   (feet)  ADJUSTED  
 HY0477  ___________________________________________________________________
 HY0477  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY0477  DYNAMIC HT  -         178.293 (meters)     584.95  (feet)  COMP
 HY0477  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 HY0477
 HY0477  VERT ORDER  -  SECOND    CLASS 0
 HY0477
 HY0477.The horizontal coordinates were scaled from a topographic map and have
 HY0477.an estimated accuracy of +/- 6 seconds.
 HY0477
 HY0477.The orthometric height was determined by differential leveling
 HY0477.and adjusted by the National Geodetic Survey in June 1991..
 HY0477
 HY0477.The geoid height was determined by GEOID03.
 HY0477
 HY0477.The dynamic height is computed by dividing the NAVD 88
 HY0477.geopotential number by the normal gravity value computed on the
 HY0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0477.degrees latitude (g = 980.6199 gals.).
 HY0477
 HY0477.The modeled gravity was interpolated from observed gravity values.
 HY0477
 HY0477;                    North         East    Units  Estimated Accuracy
 HY0477;SPC WV S     -   160,970.      497,460.      MT  (+/- 180 meters Scaled)
 HY0477
 HY0477                          SUPERSEDED SURVEY CONTROL
 HY0477
 HY0477  NGVD 29 (??/??/92)  178.598  (m)          585.95   (f) ADJ UNCH    2 0
 HY0477
 HY0477.Superseded values are not recommended for survey control.
 HY0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0477.See file dsdata.txt to determine how the superseded data were derived.
 HY0477
 HY0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC974557(NAD 83)
 HY0477_MARKER: DB = BENCH MARK DISK
 HY0477_SETTING: 66 = SET IN ROCK OUTCROP
 HY0477_SP_SET: ROCK CUT
 HY0477_STAMPING: V 116 1956
 HY0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0477+STABILITY: POSITION/ELEVATION WELL
 HY0477
 HY0477  HISTORY     - Date     Condition        Report By
 HY0477  HISTORY     - 1956     MONUMENTED       CGS
 HY0477
 HY0477                          STATION DESCRIPTION
 HY0477
 HY0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0477'0.9 MI E FROM YATES.
 HY0477'ABOUT 0.9 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY0477'THE BLACK TOP ROAD CROSSING AT YATES, ABOUT 0.35 MILE EAST OF
 HY0477'MILE POST 489, 13 FEET NORTH OF NORTH RAIL, SET VERTICALLY ABOUT
 HY0477'3 FEET ABOVE GROUND IN THE SOUTH FACE OF 1-FOOT THICK LAYER OF
 HY0477'ROCK IN A 3-FOOT HIGH LAYERED ROCKY CUT, 38 YARDS EAST OF WEST
 HY0477'END OF CUT, 91 YARDS WEST OF EAST END OF CUT, 40 FEET SOUTHEAST
 HY0477'OF TELEPHONE POLE NO. E 35 AND ABOUT 1/2 FOOT ABOVE LEVEL OF
 HY0477'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0469 ***********************************************************************
 HY0469  DESIGNATION -  V 117
 HY0469  PID         -  HY0469
 HY0469  STATE/COUNTY-  WV/PUTNAM
 HY0469  USGS QUAD   -  HURRICANE (1989)
 HY0469
 HY0469                         *CURRENT SURVEY CONTROL
 HY0469  ___________________________________________________________________
 HY0469* NAD 83(1986)-  38 25 47.     (N)    082 02 13.     (W)     SCALED    
 HY0469* NAVD 88     -       209.116  (meters)     686.07   (feet)  ADJUSTED  
 HY0469  ___________________________________________________________________
 HY0469  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY0469  DYNAMIC HT  -         208.972 (meters)     685.60  (feet)  COMP
 HY0469  MODELED GRAV-     979,938.2   (mgal)                       NAVD 88
 HY0469
 HY0469  VERT ORDER  -  SECOND    CLASS 0
 HY0469
 HY0469.The horizontal coordinates were scaled from a topographic map and have
 HY0469.an estimated accuracy of +/- 6 seconds.
 HY0469
 HY0469.The orthometric height was determined by differential leveling
 HY0469.and adjusted by the National Geodetic Survey in June 1991..
 HY0469
 HY0469.The geoid height was determined by GEOID03.
 HY0469
 HY0469.The dynamic height is computed by dividing the NAVD 88
 HY0469.geopotential number by the normal gravity value computed on the
 HY0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0469.degrees latitude (g = 980.6199 gals.).
 HY0469
 HY0469.The modeled gravity was interpolated from observed gravity values.
 HY0469
 HY0469;                    North         East    Units  Estimated Accuracy
 HY0469;SPC WV S     -   159,190.      509,460.      MT  (+/- 180 meters Scaled)
 HY0469
 HY0469                          SUPERSEDED SURVEY CONTROL
 HY0469
 HY0469  NGVD 29 (??/??/92)  209.302  (m)          686.68   (f) ADJ UNCH    2 0
 HY0469
 HY0469.Superseded values are not recommended for survey control.
 HY0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0469.See file dsdata.txt to determine how the superseded data were derived.
 HY0469
 HY0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC094540(NAD 83)
 HY0469_MARKER: DB = BENCH MARK DISK
 HY0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0469_STAMPING: V 117 1956
 HY0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0469+STABILITY: SURFACE MOTION
 HY0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY0469+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 HY0469
 HY0469  HISTORY     - Date     Condition        Report By
 HY0469  HISTORY     - 1956     MONUMENTED       CGS
 HY0469  HISTORY     - 20021120 GOOD             INDIV
 HY0469  HISTORY     - 20050515 GOOD             FRELAN
 HY0469
 HY0469                          STATION DESCRIPTION
 HY0469
 HY0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0469'0.7 MI W FROM HURRICANE.
 HY0469'ABOUT 0.7 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY0469'THE STATION AT HURRICANE, ABOUT 134 YARDS EAST OF MILE POST
 HY0469'480, 21 FEET NORTH OF NORTH RAIL OF NORTH TRACK, 17 1/2 FEET
 HY0469'SOUTH OF CENTER LINE OF A GRAVEL ROAD PARALLEL TO TRACK, 100.0
 HY0469'FEET EAST-NORTHEAST OF CENTER OF CROSSING OF THE NORTH TRACK
 HY0469'AND A NARROW ROAD, 4 FEET WEST-SOUTHWEST OF THE FIRST TELEPHONE
 HY0469'POLE EAST OF CROSSING, ABOUT 2 FEET BELOW LEVEL OF TRACK,
 HY0469'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 HY0469'PROJECTING 3 INCHES.
 HY0469
 HY0469                          STATION RECOVERY (2002)
 HY0469
 HY0469'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 HY0469'RECOVERED IN GOOD CONDITION.
 HY0469
 HY0469                          STATION RECOVERY (2005)
 HY0469
 HY0469'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2005 (JKS)
 HY0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0034 ***********************************************************************
 HY0034  DESIGNATION -  V 118
 HY0034  PID         -  HY0034
 HY0034  STATE/COUNTY-  WV/MASON
 HY0034  USGS QUAD   -  GLENWOOD (1990)
 HY0034
 HY0034                         *CURRENT SURVEY CONTROL
 HY0034  ___________________________________________________________________
 HY0034* NAD 83(1986)-  38 36 39.     (N)    082 10 00.     (W)     SCALED    
 HY0034* NAVD 88     -       167.911  (meters)     550.89   (feet)  ADJUSTED  
 HY0034  ___________________________________________________________________
 HY0034  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HY0034  DYNAMIC HT  -         167.802 (meters)     550.53  (feet)  COMP
 HY0034  MODELED GRAV-     979,970.5   (mgal)                       NAVD 88
 HY0034
 HY0034  VERT ORDER  -  FIRST     CLASS II
 HY0034
 HY0034.The horizontal coordinates were scaled from a topographic map and have
 HY0034.an estimated accuracy of +/- 6 seconds.
 HY0034
 HY0034.The orthometric height was determined by differential leveling
 HY0034.and adjusted by the National Geodetic Survey in June 1991..
 HY0034.WARNING-Repeat measurements at this control monument indicate possible
 HY0034.vertical movement.
 HY0034
 HY0034.The geoid height was determined by GEOID03.
 HY0034
 HY0034.The dynamic height is computed by dividing the NAVD 88
 HY0034.geopotential number by the normal gravity value computed on the
 HY0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0034.degrees latitude (g = 980.6199 gals.).
 HY0034
 HY0034.The modeled gravity was interpolated from observed gravity values.
 HY0034
 HY0034;                    North         East    Units  Estimated Accuracy
 HY0034;SPC WV S     -   179,430.      498,390.      MT  (+/- 180 meters Scaled)
 HY0034
 HY0034                          SUPERSEDED SURVEY CONTROL
 HY0034
 HY0034  NGVD 29 (??/??/92)  168.093  (m)          551.49   (f) ADJ UNCH    1 2
 HY0034
 HY0034.Superseded values are not recommended for survey control.
 HY0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0034.See file dsdata.txt to determine how the superseded data were derived.
 HY0034
 HY0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC984742(NAD 83)
 HY0034_MARKER: DB = BENCH MARK DISK
 HY0034_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HY0034_STAMPING: V 118 1956
 HY0034_MARK LOGO: CGS   
 HY0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0034
 HY0034  HISTORY     - Date     Condition        Report By
 HY0034  HISTORY     - 1956     MONUMENTED       CGS
 HY0034  HISTORY     - 1976     GOOD             NGS
 HY0034  HISTORY     - 1984     GOOD             NGS
 HY0034
 HY0034                          STATION DESCRIPTION
 HY0034
 HY0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0034'0.9 MI S FROM ASHTON.
 HY0034'ABOUT 0.9 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0034'THE CROSSING OF STATE HIGHWAY 2 AT ASHTON, IN THE TOP OF NORTHWEST
 HY0034'CORNER OF WEST END OF NORTH CONCRETE PIER OF RAILROAD TRESTLE
 HY0034'NO. 190.8 OVER EIGHTEENMILE CREEK, ABOUT 65 YARDS SOUTH OF NORTH
 HY0034'END OF TRESTLE, 5 FEET WEST OF WEST RAIL, AND ABOUT 8 1/2 FEET
 HY0034'BELOW LEVEL OF TRACK.
 HY0034
 HY0034                          STATION RECOVERY (1976)
 HY0034
 HY0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0034'RECOVERED IN GOOD CONDITION.
 HY0034
 HY0034                          STATION RECOVERY (1984)
 HY0034
 HY0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0223 ***********************************************************************
 HY0223  DESIGNATION -  V 119
 HY0223  PID         -  HY0223
 HY0223  STATE/COUNTY-  WV/MASON
 HY0223  USGS QUAD   -  GLENWOOD (1990)
 HY0223
 HY0223                         *CURRENT SURVEY CONTROL
 HY0223  ___________________________________________________________________
 HY0223* NAD 83(1986)-  38 33 39.     (N)    082 08 22.     (W)     SCALED    
 HY0223* NAVD 88     -       191.983  (meters)     629.86   (feet)  POSTED    
 HY0223  ___________________________________________________________________
 HY0223  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HY0223  DYNAMIC HT  -         191.860 (meters)     629.46  (feet)  COMP
 HY0223  MODELED GRAV-     979,957.3   (mgal)                       NAVD 88
 HY0223
 HY0223  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0223
 HY0223.The horizontal coordinates were scaled from a topographic map and have
 HY0223.an estimated accuracy of +/- 6 seconds.
 HY0223
 HY0223.The orthometric height was determined by differential leveling
 HY0223.and adjusted by the National Geodetic Survey in 1992..
 HY0223.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0223.rate of 0.0 thru 1.0 mm/km.
 HY0223
 HY0223.The geoid height was determined by GEOID03.
 HY0223
 HY0223.The dynamic height is computed by dividing the NAVD 88
 HY0223.geopotential number by the normal gravity value computed on the
 HY0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0223.degrees latitude (g = 980.6199 gals.).
 HY0223
 HY0223.The modeled gravity was interpolated from observed gravity values.
 HY0223
 HY0223;                    North         East    Units  Estimated Accuracy
 HY0223;SPC WV S     -   173,850.      500,700.      MT  (+/- 180 meters Scaled)
 HY0223
 HY0223                          SUPERSEDED SURVEY CONTROL
 HY0223
 HY0223  NGVD 29 (??/??/92)  192.165  (m)          630.46   (f) ADJ UNCH    2 0
 HY0223
 HY0223.Superseded values are not recommended for survey control.
 HY0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0223.See file dsdata.txt to determine how the superseded data were derived.
 HY0223
 HY0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC007686(NAD 83)
 HY0223_MARKER: DB = BENCH MARK DISK
 HY0223_SETTING: 66 = SET IN ROCK OUTCROP
 HY0223_SP_SET: ROCK LEDGE
 HY0223_STAMPING: V 119 1956
 HY0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0223+STABILITY: POSITION/ELEVATION WELL
 HY0223
 HY0223  HISTORY     - Date     Condition        Report By
 HY0223  HISTORY     - 1956     MONUMENTED       CGS
 HY0223
 HY0223                          STATION DESCRIPTION
 HY0223
 HY0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0223'4.6 MI SE FROM GLENWOOD.
 HY0223'4.05 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE
 HY0223'HIGHWAY 2 AND POST OFFICE AT GLENWOOD, THENCE ABOUT 0.6 MILE
 HY0223'SOUTHWEST ALONG A DIRT ROAD, ABOUT 0.25 MILE NORTHEAST OF BEECH
 HY0223'GROVE SCHOOL, SET VERTICALLY IN FACE OF AN OUTCROPPING ROCK LEDGE,
 HY0223'15 FEET EAST OF CENTER LINE OF ROAD, 102 FEET NORTHEAST AND
 HY0223'ACROSS ROAD FROM NORTHEAST CORNER OF A SMALL WHITE FRAME HOUSE,
 HY0223'80 FEET NORTH OF EAST END OF 30-INCH METAL PIPE CULVERT UNDER
 HY0223'ROAD, 42 FEET NORTH OF CENTER OF JUNCTION OF ROAD AND A DRIVE
 HY0223'TO HOUSE AND ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0947 ***********************************************************************
 KY0947  DESIGNATION -  V 120
 KY0947  PID         -  KY0947
 KY0947  STATE/COUNTY-  WV/OHIO
 KY0947  USGS QUAD   -  BETHANY (1981)
 KY0947
 KY0947                         *CURRENT SURVEY CONTROL
 KY0947  ___________________________________________________________________
 KY0947* NAD 83(1986)-  40 09 38.     (N)    080 36 22.     (W)     SCALED    
 KY0947* NAVD 88     -       288.823  (meters)     947.58   (feet)  ADJUSTED  
 KY0947  ___________________________________________________________________
 KY0947  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY0947  DYNAMIC HT  -         288.664 (meters)     947.06  (feet)  COMP
 KY0947  MODELED GRAV-     980,068.3   (mgal)                       NAVD 88
 KY0947
 KY0947  VERT ORDER  -  SECOND    CLASS 0
 KY0947
 KY0947.The horizontal coordinates were scaled from a topographic map and have
 KY0947.an estimated accuracy of +/- 6 seconds.
 KY0947
 KY0947.The orthometric height was determined by differential leveling
 KY0947.and adjusted by the National Geodetic Survey in June 1991..
 KY0947
 KY0947.The geoid height was determined by GEOID03.
 KY0947
 KY0947.The dynamic height is computed by dividing the NAVD 88
 KY0947.geopotential number by the normal gravity value computed on the
 KY0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0947.degrees latitude (g = 980.6199 gals.).
 KY0947
 KY0947.The modeled gravity was interpolated from observed gravity values.
 KY0947
 KY0947;                    North         East    Units  Estimated Accuracy
 KY0947;SPC WV N     -   184,940.      505,770.      MT  (+/- 180 meters Scaled)
 KY0947
 KY0947                          SUPERSEDED SURVEY CONTROL
 KY0947
 KY0947  NGVD 29 (??/??/92)  288.993  (m)          948.14   (f) ADJ UNCH    2 0
 KY0947
 KY0947.Superseded values are not recommended for survey control.
 KY0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0947.See file dsdata.txt to determine how the superseded data were derived.
 KY0947
 KY0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE335456(NAD 83)
 KY0947_MARKER: DB = BENCH MARK DISK
 KY0947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0947_SP_SET: BRIDGE
 KY0947_STAMPING: V 120 1957
 KY0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0947
 KY0947  HISTORY     - Date     Condition        Report By
 KY0947  HISTORY     - 1957     MONUMENTED       CGS
 KY0947
 KY0947                          STATION DESCRIPTION
 KY0947
 KY0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0947'0.8 MI SW FROM WEST LIBERTY.
 KY0947'ABOUT 0.75 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE WEST
 KY0947'LIBERTY HIGH SCHOOL GYMNASIUM AT WEST LIBERTY, NEAR THE JUNCTION
 KY0947'OF A BLACK TOP ROAD LEADING WEST DOWNSTREAM ALONG THE NORTH FORK
 KY0947'OF SHORT CREEK, 24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 20
 KY0947'FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD, ON TOP OF
 KY0947'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A BRIDGE UNDER
 KY0947'THE ROAD WEST, 5 FEET SOUTH OF THE CONCRETE BANNISTER AND ABOUT
 KY0947'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0790 ***********************************************************************
 JX0790  DESIGNATION -  V 121
 JX0790  PID         -  JX0790
 JX0790  STATE/COUNTY-  WV/MARSHALL
 JX0790  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0790
 JX0790                         *CURRENT SURVEY CONTROL
 JX0790  ___________________________________________________________________
 JX0790* NAD 83(1986)-  39 59 13.     (N)    080 38 02.     (W)     SCALED    
 JX0790* NAVD 88     -       229.600  (meters)     753.28   (feet)  ADJUSTED  
 JX0790  ___________________________________________________________________
 JX0790  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JX0790  DYNAMIC HT  -         229.465 (meters)     752.84  (feet)  COMP
 JX0790  MODELED GRAV-     980,031.9   (mgal)                       NAVD 88
 JX0790
 JX0790  VERT ORDER  -  SECOND    CLASS 0
 JX0790
 JX0790.The horizontal coordinates were scaled from a topographic map and have
 JX0790.an estimated accuracy of +/- 6 seconds.
 JX0790
 JX0790.The orthometric height was determined by differential leveling
 JX0790.and adjusted by the National Geodetic Survey in June 1991..
 JX0790
 JX0790.The geoid height was determined by GEOID03.
 JX0790
 JX0790.The dynamic height is computed by dividing the NAVD 88
 JX0790.geopotential number by the normal gravity value computed on the
 JX0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0790.degrees latitude (g = 980.6199 gals.).
 JX0790
 JX0790.The modeled gravity was interpolated from observed gravity values.
 JX0790
 JX0790;                    North         East    Units  Estimated Accuracy
 JX0790;SPC WV N     -   165,690.      503,160.      MT  (+/- 180 meters Scaled)
 JX0790
 JX0790                          SUPERSEDED SURVEY CONTROL
 JX0790
 JX0790  NGVD 29 (??/??/92)  229.745  (m)          753.76   (f) ADJ UNCH    2 0
 JX0790
 JX0790.Superseded values are not recommended for survey control.
 JX0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0790.See file dsdata.txt to determine how the superseded data were derived.
 JX0790
 JX0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE312263(NAD 83)
 JX0790_MARKER: DB = BENCH MARK DISK
 JX0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0790_SP_SET: CULVERT
 JX0790_STAMPING: V 121 1957
 JX0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0790
 JX0790  HISTORY     - Date     Condition        Report By
 JX0790  HISTORY     - 1957     MONUMENTED       CGS
 JX0790  HISTORY     - 1983     GOOD             NGS
 JX0790
 JX0790                          STATION DESCRIPTION
 JX0790
 JX0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0790'5.8 MI S FROM ELM GROVE.
 JX0790'ABOUT 5.85 MILES SOUTH ALONG A BLACK TOP ROAD FOLLOWING WHEELING
 JX0790'CREEK FROM THE PUBLIC SCHOOL AT ELM GROVE, ABOUT 0.8 MILE SOUTH
 JX0790'OF AN OLD STEEL BRIDGE OVER WHEELING CREEK, IN THE TOP OF THE
 JX0790'NORTH END OF EAST CONCRETE HEAD WALL OF A 60-INCH PIPE CULVERT
 JX0790'UNDER ROAD FOR A CREEK BRANCH, 13 1/2 FEET EAST OF CENTER LINE
 JX0790'OF ROAD, 1 FOOT SOUTH OF NORTH BANISTER POST AND ABOUT LEVEL
 JX0790'WITH ROAD.
 JX0790
 JX0790                          STATION RECOVERY (1983)
 JX0790
 JX0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0750 ***********************************************************************
 JX0750  DESIGNATION -  V 123
 JX0750  PID         -  JX0750
 JX0750  STATE/COUNTY-  WV/MARSHALL
 JX0750  USGS QUAD   -  CAMERON (1988)
 JX0750
 JX0750                         *CURRENT SURVEY CONTROL
 JX0750  ___________________________________________________________________
 JX0750* NAD 83(1986)-  39 52 29.     (N)    080 34 57.     (W)     SCALED    
 JX0750* NAVD 88     -       449.665  (meters)    1475.28   (feet)  ADJUSTED  
 JX0750  ___________________________________________________________________
 JX0750  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX0750  DYNAMIC HT  -         449.405 (meters)    1474.42  (feet)  COMP
 JX0750  MODELED GRAV-     980,032.9   (mgal)                       NAVD 88
 JX0750
 JX0750  VERT ORDER  -  SECOND    CLASS 0
 JX0750
 JX0750.The horizontal coordinates were scaled from a topographic map and have
 JX0750.an estimated accuracy of +/- 6 seconds.
 JX0750
 JX0750.The orthometric height was determined by differential leveling
 JX0750.and adjusted by the National Geodetic Survey in June 1991..
 JX0750
 JX0750.The geoid height was determined by GEOID03.
 JX0750
 JX0750.The dynamic height is computed by dividing the NAVD 88
 JX0750.geopotential number by the normal gravity value computed on the
 JX0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0750.degrees latitude (g = 980.6199 gals.).
 JX0750
 JX0750.The modeled gravity was interpolated from observed gravity values.
 JX0750
 JX0750;                    North         East    Units  Estimated Accuracy
 JX0750;SPC WV N     -   153,180.      507,400.      MT  (+/- 180 meters Scaled)
 JX0750
 JX0750                          SUPERSEDED SURVEY CONTROL
 JX0750
 JX0750  NGVD 29 (??/??/92)  449.806  (m)         1475.74   (f) ADJ UNCH    2 0
 JX0750
 JX0750.Superseded values are not recommended for survey control.
 JX0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0750.See file dsdata.txt to determine how the superseded data were derived.
 JX0750
 JX0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE357139(NAD 83)
 JX0750_MARKER: DB = BENCH MARK DISK
 JX0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0750_STAMPING: V 123 1957
 JX0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0750+STABILITY: SURFACE MOTION
 JX0750
 JX0750  HISTORY     - Date     Condition        Report By
 JX0750  HISTORY     - 1957     MONUMENTED       CGS
 JX0750
 JX0750                          STATION DESCRIPTION
 JX0750
 JX0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0750'4.4 MI SE FROM PLEASANT VALLEY.
 JX0750'ABOUT 4.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 JX0750'METHODIST CHURCH AT PLEASANT VALLEY, AT THE JUNCTION OF HIGHWAY AND
 JX0750'FORK RIDGE ROAD (BLACK TOP) LEADING WEST AND UPHILL, 106 FEET
 JX0750'SOUTHWEST OF CENTER LINE OF HIGHWAY, 15 FEET SOUTH OF CENTER LINE
 JX0750'OF BLACK TOP ROAD, 1 1/2 FEET NORTH OF A FENCE LINE, 74 1/2 FEET
 JX0750'SOUTH-SOUTHWEST AND ACROSS BLACK TOP ROAD FROM GAS PIPE LINE
 JX0750'MARKER TET CORP LINE NO 1 SURVEY STATION 51975+95, 2 FEET EAST
 JX0750'OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH BLACK TOP ROAD AND
 JX0750'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0774 ***********************************************************************
 JX0774  DESIGNATION -  V 124
 JX0774  PID         -  JX0774
 JX0774  STATE/COUNTY-  WV/MARSHALL
 JX0774  USGS QUAD   -  MAJORSVILLE (1988)
 JX0774
 JX0774                         *CURRENT SURVEY CONTROL
 JX0774  ___________________________________________________________________
 JX0774* NAD 83(1986)-  39 58 18.     (N)    080 35 22.     (W)     SCALED    
 JX0774* NAVD 88     -       321.977  (meters)    1056.35   (feet)  ADJUSTED  
 JX0774  ___________________________________________________________________
 JX0774  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX0774  DYNAMIC HT  -         321.788 (meters)    1055.73  (feet)  COMP
 JX0774  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 JX0774
 JX0774  VERT ORDER  -  SECOND    CLASS 0
 JX0774
 JX0774.The horizontal coordinates were scaled from a topographic map and have
 JX0774.an estimated accuracy of +/- 6 seconds.
 JX0774
 JX0774.The orthometric height was determined by differential leveling
 JX0774.and adjusted by the National Geodetic Survey in June 1991..
 JX0774
 JX0774.The geoid height was determined by GEOID03.
 JX0774
 JX0774.The dynamic height is computed by dividing the NAVD 88
 JX0774.geopotential number by the normal gravity value computed on the
 JX0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0774.degrees latitude (g = 980.6199 gals.).
 JX0774
 JX0774.The modeled gravity was interpolated from observed gravity values.
 JX0774
 JX0774;                    North         East    Units  Estimated Accuracy
 JX0774;SPC WV N     -   163,950.      506,940.      MT  (+/- 180 meters Scaled)
 JX0774
 JX0774                          SUPERSEDED SURVEY CONTROL
 JX0774
 JX0774  NGVD 29 (??/??/92)  322.118  (m)         1056.82   (f) ADJ UNCH    2 0
 JX0774
 JX0774.Superseded values are not recommended for survey control.
 JX0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0774.See file dsdata.txt to determine how the superseded data were derived.
 JX0774
 JX0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE350246(NAD 83)
 JX0774_MARKER: DB = BENCH MARK DISK
 JX0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0774_STAMPING: V 124 1957
 JX0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0774+STABILITY: SURFACE MOTION
 JX0774
 JX0774  HISTORY     - Date     Condition        Report By
 JX0774  HISTORY     - 1957     MONUMENTED       CGS
 JX0774
 JX0774                          STATION DESCRIPTION
 JX0774
 JX0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0774'0.6 MI N FROM VIOLA.
 JX0774'ABOUT 0.65 MILE NORTH ALONG DALLAS-LIMESTONE ROAD FROM THE
 JX0774'JUNCTION OF A ROAD EAST AND WHEELING CREEK INN AT VIOLA, 0.25
 JX0774'MILE NORTH OF JUNCTION OF A ROAD LEADING SOUTHWEST, 0.05 MILE
 JX0774'NORTH OF A TRAIL LEADING NORTHWEST, 22 FEET NORTHWEST OF CENTER
 JX0774'LINE OF ROAD, 95 FEET SOUTHWEST OF CENTER OF CROSSING OF ROAD
 JX0774'AND A TELEPHONE LINE, 144 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE
 JX0774'NO. 97-97, 2 FEET SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT
 JX0774'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX0774'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0540 ***********************************************************************
 JX0540  DESIGNATION -  V 125
 JX0540  PID         -  JX0540
 JX0540  STATE/COUNTY-  WV/MARSHALL
 JX0540  USGS QUAD   -  LITTLETON (1976)
 JX0540
 JX0540                         *CURRENT SURVEY CONTROL
 JX0540  ___________________________________________________________________
 JX0540* NAD 83(1986)-  39 43 39.     (N)    080 35 28.     (W)     SCALED    
 JX0540* NAVD 88     -       319.525  (meters)    1048.31   (feet)  ADJUSTED  
 JX0540  ___________________________________________________________________
 JX0540  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JX0540  DYNAMIC HT  -         319.340 (meters)    1047.70  (feet)  COMP
 JX0540  MODELED GRAV-     980,037.3   (mgal)                       NAVD 88
 JX0540
 JX0540  VERT ORDER  -  SECOND    CLASS 0
 JX0540
 JX0540.The horizontal coordinates were scaled from a topographic map and have
 JX0540.an estimated accuracy of +/- 6 seconds.
 JX0540
 JX0540.The orthometric height was determined by differential leveling
 JX0540.and adjusted by the National Geodetic Survey in June 1991..
 JX0540
 JX0540.The geoid height was determined by GEOID03.
 JX0540
 JX0540.The dynamic height is computed by dividing the NAVD 88
 JX0540.geopotential number by the normal gravity value computed on the
 JX0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0540.degrees latitude (g = 980.6199 gals.).
 JX0540
 JX0540.The modeled gravity was interpolated from observed gravity values.
 JX0540
 JX0540;                    North         East    Units  Estimated Accuracy
 JX0540;SPC WV N     -   136,840.      506,460.      MT  (+/- 180 meters Scaled)
 JX0540
 JX0540                          SUPERSEDED SURVEY CONTROL
 JX0540
 JX0540  NGVD 29 (??/??/92)  319.660  (m)         1048.75   (f) ADJ UNCH    2 0
 JX0540
 JX0540.Superseded values are not recommended for survey control.
 JX0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0540.See file dsdata.txt to determine how the superseded data were derived.
 JX0540
 JX0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND350975(NAD 83)
 JX0540_MARKER: DB = BENCH MARK DISK
 JX0540_SETTING: 66 = SET IN ROCK OUTCROP
 JX0540_SP_SET: ROCK CUT
 JX0540_STAMPING: V 125 1957
 JX0540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0540+STABILITY: POSITION/ELEVATION WELL
 JX0540
 JX0540  HISTORY     - Date     Condition        Report By
 JX0540  HISTORY     - 1957     MONUMENTED       CGS
 JX0540
 JX0540                          STATION DESCRIPTION
 JX0540
 JX0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0540'3.8 MI SW FROM BELLTON.
 JX0540'ABOUT 1.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 250 FROM THE
 JX0540'BALTIMORE AND OHIO STATION SIGN DENVER AT BELLTON, THENCE ABOUT
 JX0540'2.55 MILES SOUTHWEST ALONG STATE HIGHWAY 89, ABOUT 0.9 MILE
 JX0540'SOUTHWEST OF 2-SPAN STEEL BRIDGE OVER WEST VIRGINIA FORK OF
 JX0540'FISH CREEK, ABOUT 0.2 MILE SOUTHWEST OF A CHURCH, ABOUT 0.75 MILE
 JX0540'NORTHEAST OF A SCHOOL BUILDING, ALONG A STRAIGHT STRETCH IN ROAD
 JX0540'AT THE TOP OF A HILL, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 JX0540'PROJECTION IN A CUT, 18 FEET NORTH OF CENTER LINE OF HIGHWAY,
 JX0540'38 FEET NORTH AND ACROSS HIGHWAY FROM TWO 14-INCH OAK TREES
 JX0540'WHICH ARE GROWING TOGETHER AND ABOUT 3 FEET ABOVE LEVEL OF
 JX0540'HIGHWAY.  NOTE-- MARK IS ABOUT 4.95 MILES NORTHEAST ALONG STATE
 JX0540'HIGHWAY 89 FROM THE BRIDGE OVER LAUREL RUN AT SILVER HILL,
 JX0540'WETZEL COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0559 ***********************************************************************
 JX0559  DESIGNATION -  V 126
 JX0559  PID         -  JX0559
 JX0559  STATE/COUNTY-  WV/WETZEL
 JX0559  USGS QUAD   -  WILEYVILLE (1976)
 JX0559
 JX0559                         *CURRENT SURVEY CONTROL
 JX0559  ___________________________________________________________________
 JX0559* NAD 83(1986)-  39 42 12.     (N)    080 44 22.     (W)     SCALED    
 JX0559* NAVD 88     -       424.558  (meters)    1392.90   (feet)  ADJUSTED  
 JX0559  ___________________________________________________________________
 JX0559  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JX0559  DYNAMIC HT  -         424.313 (meters)    1392.10  (feet)  COMP
 JX0559  MODELED GRAV-     980,034.9   (mgal)                       NAVD 88
 JX0559
 JX0559  VERT ORDER  -  SECOND    CLASS 0
 JX0559
 JX0559.The horizontal coordinates were scaled from a topographic map and have
 JX0559.an estimated accuracy of +/- 6 seconds.
 JX0559
 JX0559.The orthometric height was determined by differential leveling
 JX0559.and adjusted by the National Geodetic Survey in June 1991..
 JX0559
 JX0559.The geoid height was determined by GEOID03.
 JX0559
 JX0559.The dynamic height is computed by dividing the NAVD 88
 JX0559.geopotential number by the normal gravity value computed on the
 JX0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0559.degrees latitude (g = 980.6199 gals.).
 JX0559
 JX0559.The modeled gravity was interpolated from observed gravity values.
 JX0559
 JX0559;                    North         East    Units  Estimated Accuracy
 JX0559;SPC WV N     -   134,320.      493,710.      MT  (+/- 180 meters Scaled)
 JX0559
 JX0559                          SUPERSEDED SURVEY CONTROL
 JX0559
 JX0559  NGVD 29 (??/??/92)  424.716  (m)         1393.42   (f) ADJ UNCH    2 0
 JX0559
 JX0559.Superseded values are not recommended for survey control.
 JX0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0559.See file dsdata.txt to determine how the superseded data were derived.
 JX0559
 JX0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND223948(NAD 83)
 JX0559_MARKER: DB = BENCH MARK DISK
 JX0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0559_STAMPING: V 126 1957
 JX0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0559+STABILITY: SURFACE MOTION
 JX0559
 JX0559  HISTORY     - Date     Condition        Report By
 JX0559  HISTORY     - 1957     MONUMENTED       CGS
 JX0559
 JX0559                          STATION DESCRIPTION
 JX0559
 JX0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0559'3.3 MI NW FROM NEWDALE.
 JX0559'ABOUT 3.3 MILES NORTHWEST ALONG STATE HIGHWAY 89 FROM THE
 JX0559'JUNCTION OF BLACK TOP ROAD AT NEWDALE, AT ANTIOCH CHRISTIAN
 JX0559'CHURCH AND CEMETERY, 18 FEET NORTH OF CENTER LINE OF HIGHWAY, 67
 JX0559'FEET WEST OF CENTER OF JUNCTION OF COUNTY ROAD NO. 4 LEADING
 JX0559'NORTHEAST TO SAINT JOSEPH, 64 FEET SOUTHWEST OF SOUTHWEST CORNER
 JX0559'OF STEPS TO CHURCH, 34 FEET WEST OF CENTER OF GATE TO CHURCH
 JX0559'YARD, 1 1/2 FEET SOUTH OF A FENCE AROUND CHURCH YARD, ABOUT
 JX0559'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JX0559'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0717 ***********************************************************************
 JX0717  DESIGNATION -  V 127
 JX0717  PID         -  JX0717
 JX0717  STATE/COUNTY-  WV/MARSHALL
 JX0717  USGS QUAD   -  GLEN EASTON (1976)
 JX0717
 JX0717                         *CURRENT SURVEY CONTROL
 JX0717  ___________________________________________________________________
 JX0717* NAD 83(1986)-  39 47 44.     (N)    080 44 26.     (W)     SCALED    
 JX0717* NAVD 88     -       213.851  (meters)     701.61   (feet)  ADJUSTED  
 JX0717  ___________________________________________________________________
 JX0717  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX0717  DYNAMIC HT  -         213.731 (meters)     701.22  (feet)  COMP
 JX0717  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 JX0717
 JX0717  VERT ORDER  -  SECOND    CLASS 0
 JX0717
 JX0717.The horizontal coordinates were scaled from a topographic map and have
 JX0717.an estimated accuracy of +/- 6 seconds.
 JX0717
 JX0717.The orthometric height was determined by differential leveling
 JX0717.and adjusted by the National Geodetic Survey in June 1991..
 JX0717
 JX0717.The geoid height was determined by GEOID03.
 JX0717
 JX0717.The dynamic height is computed by dividing the NAVD 88
 JX0717.geopotential number by the normal gravity value computed on the
 JX0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0717.degrees latitude (g = 980.6199 gals.).
 JX0717
 JX0717.The modeled gravity was interpolated from observed gravity values.
 JX0717
 JX0717;                    North         East    Units  Estimated Accuracy
 JX0717;SPC WV N     -   144,560.      493,760.      MT  (+/- 180 meters Scaled)
 JX0717
 JX0717                          SUPERSEDED SURVEY CONTROL
 JX0717
 JX0717  NGVD 29 (??/??/92)  213.995  (m)          702.08   (f) ADJ UNCH    2 0
 JX0717
 JX0717.Superseded values are not recommended for survey control.
 JX0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0717.See file dsdata.txt to determine how the superseded data were derived.
 JX0717
 JX0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE222050(NAD 83)
 JX0717_MARKER: DB = BENCH MARK DISK
 JX0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0717_STAMPING: V 127 1957
 JX0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0717+STABILITY: SURFACE MOTION
 JX0717
 JX0717  HISTORY     - Date     Condition        Report By
 JX0717  HISTORY     - 1957     MONUMENTED       CGS
 JX0717
 JX0717                          STATION DESCRIPTION
 JX0717
 JX0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0717'5.4 MI SE FROM GRAYSVILLE.
 JX0717'ABOUT 5.45 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 JX0717'AT GRAYSVILLE, ABOUT 0.45 MILE NORTHEAST OF A BRIDGE OVER FISH
 JX0717'CREEK, AT A DRIVE EAST TO A PASTURE, 16 FEET EAST OF CENTER LINE
 JX0717'OF ROAD, 10 1/2 FEET SOUTHWEST OF SOUTH GATE POST ACROSS FARM
 JX0717'ROAD, DIRECTLY BETWEEN TWO MAPLE TREES IN FENCE LINE,12 FEET
 JX0717'SOUTH OF CENTER LINE OF DRIVE THRU GATE, 1 FOOT BELOW LEVEL OF
 JX0717'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JX0717'NOTE-- MARK IS REACHED FROM METHODIST CHURCH AT LYNN CAMP BY
 JX0717'GOING ABOUT 0.45 MILE NORTH ALONG A BLACK TOP ROAD, THENCE ABOUT
 JX0717'5.2 MILES NORTHWEST ALONG A ROAD FOLLOWING FISH CREEK AND
 JX0717'LEADING TO GRAYSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0606 ***********************************************************************
 JX0606  DESIGNATION -  V 128
 JX0606  PID         -  JX0606
 JX0606  STATE/COUNTY-  WV/WETZEL
 JX0606  USGS QUAD   -  LITTLETON (1976)
 JX0606
 JX0606                         *CURRENT SURVEY CONTROL
 JX0606  ___________________________________________________________________
 JX0606* NAD 83(1986)-  39 38 14.     (N)    080 33 23.     (W)     SCALED    
 JX0606* NAVD 88     -       329.084  (meters)    1079.67   (feet)  ADJUSTED  
 JX0606  ___________________________________________________________________
 JX0606  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JX0606  DYNAMIC HT  -         328.892 (meters)    1079.04  (feet)  COMP
 JX0606  MODELED GRAV-     980,031.7   (mgal)                       NAVD 88
 JX0606
 JX0606  VERT ORDER  -  SECOND    CLASS 0
 JX0606
 JX0606.The horizontal coordinates were scaled from a topographic map and have
 JX0606.an estimated accuracy of +/- 6 seconds.
 JX0606
 JX0606.The orthometric height was determined by differential leveling
 JX0606.and adjusted by the National Geodetic Survey in June 1991..
 JX0606
 JX0606.The geoid height was determined by GEOID03.
 JX0606
 JX0606.The dynamic height is computed by dividing the NAVD 88
 JX0606.geopotential number by the normal gravity value computed on the
 JX0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0606.degrees latitude (g = 980.6199 gals.).
 JX0606
 JX0606.The modeled gravity was interpolated from observed gravity values.
 JX0606
 JX0606;                    North         East    Units  Estimated Accuracy
 JX0606;SPC WV N     -   126,780.      509,320.      MT  (+/- 180 meters Scaled)
 JX0606
 JX0606                          SUPERSEDED SURVEY CONTROL
 JX0606
 JX0606  NGVD 29 (??/??/92)  329.236  (m)         1080.17   (f) ADJ UNCH    2 0
 JX0606
 JX0606.Superseded values are not recommended for survey control.
 JX0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0606.See file dsdata.txt to determine how the superseded data were derived.
 JX0606
 JX0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND380875(NAD 83)
 JX0606_MARKER: DB = BENCH MARK DISK
 JX0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0606_SP_SET: CULVERT
 JX0606_STAMPING: V 128 1957
 JX0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0606
 JX0606  HISTORY     - Date     Condition        Report By
 JX0606  HISTORY     - 1957     MONUMENTED       CGS
 JX0606
 JX0606                          STATION DESCRIPTION
 JX0606
 JX0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0606'0.2 MI NE FROM UNIONTOWN.
 JX0606'ABOUT 0.25 MILE NORTHEAST ALONG STATE HIGHWAY 7 FROM THE POST
 JX0606'OFFICE AND ROAD JUNCTION AT UNIONTOWN, IN THE TOP OF THE NORTH
 JX0606'END OF THE WEST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT,
 JX0606'20 FEET WEST OF CENTER LINE OF HIGHWAY, 45 FEET NORTH OF CENTER
 JX0606'LINE OF A DRIVE WEST TO A WHITE FRAME HOUSE, 1/2 FOOT SOUTH OF
 JX0606'NORTH END OF HEAD WALL AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0671 ***********************************************************************
 JX0671  DESIGNATION -  V 129
 JX0671  PID         -  JX0671
 JX0671  STATE/COUNTY-  WV/WETZEL
 JX0671  USGS QUAD   -  BIG RUN (1976)
 JX0671
 JX0671                         *CURRENT SURVEY CONTROL
 JX0671  ___________________________________________________________________
 JX0671* NAD 83(1986)-  39 35 48.     (N)    080 32 25.     (W)     SCALED    
 JX0671* NAVD 88     -       422.592  (meters)    1386.45   (feet)  ADJUSTED  
 JX0671  ___________________________________________________________________
 JX0671  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JX0671  DYNAMIC HT  -         422.344 (meters)    1385.64  (feet)  COMP
 JX0671  MODELED GRAV-     980,028.1   (mgal)                       NAVD 88
 JX0671
 JX0671  VERT ORDER  -  SECOND    CLASS 0
 JX0671
 JX0671.The horizontal coordinates were scaled from a topographic map and have
 JX0671.an estimated accuracy of +/- 6 seconds.
 JX0671
 JX0671.The orthometric height was determined by differential leveling
 JX0671.and adjusted by the National Geodetic Survey in June 1991..
 JX0671
 JX0671.The geoid height was determined by GEOID03.
 JX0671
 JX0671.The dynamic height is computed by dividing the NAVD 88
 JX0671.geopotential number by the normal gravity value computed on the
 JX0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0671.degrees latitude (g = 980.6199 gals.).
 JX0671
 JX0671.The modeled gravity was interpolated from observed gravity values.
 JX0671
 JX0671;                    North         East    Units  Estimated Accuracy
 JX0671;SPC WV N     -   122,270.      510,650.      MT  (+/- 180 meters Scaled)
 JX0671
 JX0671                          SUPERSEDED SURVEY CONTROL
 JX0671
 JX0671  NGVD 29 (??/??/92)  422.747  (m)         1386.96   (f) ADJ UNCH    2 0
 JX0671
 JX0671.Superseded values are not recommended for survey control.
 JX0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0671.See file dsdata.txt to determine how the superseded data were derived.
 JX0671
 JX0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND394830(NAD 83)
 JX0671_MARKER: DB = BENCH MARK DISK
 JX0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0671_STAMPING: V 129 1957
 JX0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0671+STABILITY: SURFACE MOTION
 JX0671
 JX0671  HISTORY     - Date     Condition        Report By
 JX0671  HISTORY     - 1957     MONUMENTED       CGS
 JX0671
 JX0671                          STATION DESCRIPTION
 JX0671
 JX0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0671'1.4 MI N FROM BURCHFIELD.
 JX0671'ABOUT 0.3 MILE EAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER
 JX0671'WILLEY FORK AT BURCHFIELD, THENCE ABOUT 1.1 MILES NORTH ALONG A
 JX0671'DIRT ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 JX0671'NORTHEAST AND SOUTHEAST, NEAR THE TOP OF A LONG CROOKED GRADE,
 JX0671'AT A BOARD GATE ACROSS AN ENTRANCE TO AN OPEN FIELD, AT A PIPE
 JX0671'LINE CROSSING, 18 FEET WEST OF CENTER LINE OF ROAD, 18 FEET
 JX0671'SOUTHEAST OF A PIPE LINE MARKER, 10 FEET SOUTH OF CENTER OF
 JX0671'GATE, 1 FOOT EAST OF A FENCE LINE, 2 FEET SOUTH OF A CONCRETE
 JX0671'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 JX0671'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1081 ***********************************************************************
 HX1081  DESIGNATION -  V 13
 HX1081  PID         -  HX1081
 HX1081  STATE/COUNTY-  WV/NICHOLAS
 HX1081  USGS QUAD   -  GILBOA (1976)
 HX1081
 HX1081                         *CURRENT SURVEY CONTROL
 HX1081  ___________________________________________________________________
 HX1081* NAD 83(1986)-  38 18 05.     (N)    080 52 35.     (W)     SCALED    
 HX1081* NAVD 88     -       494.189  (meters)    1621.35   (feet)  ADJUSTED  
 HX1081  ___________________________________________________________________
 HX1081  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 HX1081  DYNAMIC HT  -         493.824 (meters)    1620.15  (feet)  COMP
 HX1081  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 HX1081
 HX1081  VERT ORDER  -  SECOND    CLASS 0
 HX1081
 HX1081.The horizontal coordinates were scaled from a topographic map and have
 HX1081.an estimated accuracy of +/- 6 seconds.
 HX1081
 HX1081.The orthometric height was determined by differential leveling
 HX1081.and adjusted by the National Geodetic Survey in June 1991..
 HX1081
 HX1081.The geoid height was determined by GEOID03.
 HX1081
 HX1081.The dynamic height is computed by dividing the NAVD 88
 HX1081.geopotential number by the normal gravity value computed on the
 HX1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1081.degrees latitude (g = 980.6199 gals.).
 HX1081
 HX1081.The modeled gravity was interpolated from observed gravity values.
 HX1081
 HX1081;                    North         East    Units  Estimated Accuracy
 HX1081;SPC WV S     -   144,450.      610,810.      MT  (+/- 180 meters Scaled)
 HX1081
 HX1081                          SUPERSEDED SURVEY CONTROL
 HX1081
 HX1081  NGVD 29 (??/??/92)  494.354  (m)         1621.89   (f) ADJ UNCH    2 0
 HX1081
 HX1081.Superseded values are not recommended for survey control.
 HX1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1081.See file dsdata.txt to determine how the superseded data were derived.
 HX1081
 HX1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC108392(NAD 83)
 HX1081_MARKER: DB = BENCH MARK DISK
 HX1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1081_STAMPING: V 13 1934
 HX1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1081+STABILITY: SURFACE MOTION
 HX1081
 HX1081  HISTORY     - Date     Condition        Report By
 HX1081  HISTORY     - 1934     MONUMENTED       CGS
 HX1081  HISTORY     - 1961     GOOD             NGS
 HX1081
 HX1081                          STATION DESCRIPTION
 HX1081
 HX1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1081'2.2 MI NW FROM SUMMERSVILLE.
 HX1081'ABOUT 2.15 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE
 HX1081'COURTHOUSE AT SUMMERSVILLE, 0.35 MILE EAST OF THE JUNCTION OF
 HX1081'A GRADED ROAD LEADING UP BRYANTS BRANCH, 25 FEET SOUTHWEST
 HX1081'OF THE CENTER LINE OF THE HIGHWAY, 58 FEET NORTHEAST OF THE
 HX1081'CENTER OF PETERS CREEK WHICH PARALLELS THE HIGHWAY, 11 1/2
 HX1081'FEET NORTHEAST OF POWER CABLE POLE NO. 1041, 119 FEET SOUTHEAST
 HX1081'OF A FENCE CORNER, 1 FOOT SOUTHEAST OF A METAL WITNESS POST,
 HX1081'2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 HX1081'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 HX1081'MARK APPEARS TO BE OK BUT IS LOCATED IN THE HIGHWAY DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0623 ***********************************************************************
 JX0623  DESIGNATION -  V 130
 JX0623  PID         -  JX0623
 JX0623  STATE/COUNTY-  WV/WETZEL
 JX0623  USGS QUAD   -  WILEYVILLE (1976)
 JX0623
 JX0623                         *CURRENT SURVEY CONTROL
 JX0623  ___________________________________________________________________
 JX0623* NAD 83(1986)-  39 40 10.     (N)    080 41 17.     (W)     SCALED    
 JX0623* NAVD 88     -       416.021  (meters)    1364.90   (feet)  ADJUSTED  
 JX0623  ___________________________________________________________________
 JX0623  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JX0623  DYNAMIC HT  -         415.777 (meters)    1364.10  (feet)  COMP
 JX0623  MODELED GRAV-     980,026.2   (mgal)                       NAVD 88
 JX0623
 JX0623  VERT ORDER  -  SECOND    CLASS 0
 JX0623
 JX0623.The horizontal coordinates were scaled from a topographic map and have
 JX0623.an estimated accuracy of +/- 6 seconds.
 JX0623
 JX0623.The orthometric height was determined by differential leveling
 JX0623.and adjusted by the National Geodetic Survey in June 1991..
 JX0623
 JX0623.The geoid height was determined by GEOID03.
 JX0623
 JX0623.The dynamic height is computed by dividing the NAVD 88
 JX0623.geopotential number by the normal gravity value computed on the
 JX0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0623.degrees latitude (g = 980.6199 gals.).
 JX0623
 JX0623.The modeled gravity was interpolated from observed gravity values.
 JX0623
 JX0623;                    North         East    Units  Estimated Accuracy
 JX0623;SPC WV N     -   130,500.      498,070.      MT  (+/- 180 meters Scaled)
 JX0623
 JX0623                          SUPERSEDED SURVEY CONTROL
 JX0623
 JX0623  NGVD 29 (??/??/92)  416.183  (m)         1365.43   (f) ADJ UNCH    2 0
 JX0623
 JX0623.Superseded values are not recommended for survey control.
 JX0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0623.See file dsdata.txt to determine how the superseded data were derived.
 JX0623
 JX0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND267911(NAD 83)
 JX0623_MARKER: DB = BENCH MARK DISK
 JX0623_SETTING: 66 = SET IN ROCK OUTCROP
 JX0623_SP_SET: ROCK CUT
 JX0623_STAMPING: V 130 1957
 JX0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0623+STABILITY: POSITION/ELEVATION WELL
 JX0623
 JX0623  HISTORY     - Date     Condition        Report By
 JX0623  HISTORY     - 1957     MONUMENTED       CGS
 JX0623
 JX0623                          STATION DESCRIPTION
 JX0623
 JX0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0623'1.7 MI E FROM NEWDALE.
 JX0623'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 89 FROM THE ROAD
 JX0623'JUNCTION AT NEWDALE, THENCE ABOUT 0.1 MILE SOUTH ALONG A GRAVEL
 JX0623'ROAD, ON THE NORTH SLOPE OF A GRADE, SET VERTICALLY IN THE WEST
 JX0623'FACE OF A ROCK IN A CUT, 12 FEET EAST OF CENTER LINE OF ROAD AND
 JX0623'ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1054 ***********************************************************************
 JX1054  DESIGNATION -  V 131
 JX1054  PID         -  JX1054
 JX1054  STATE/COUNTY-  WV/PLEASANTS
 JX1054  USGS QUAD   -  ELLENBORO (1975)
 JX1054
 JX1054                         *CURRENT SURVEY CONTROL
 JX1054  ___________________________________________________________________
 JX1054* NAD 83(1986)-  39 21 32.     (N)    081 02 00.     (W)     SCALED    
 JX1054* NAVD 88     -       235.570  (meters)     772.87   (feet)  ADJUSTED  
 JX1054  ___________________________________________________________________
 JX1054  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JX1054  DYNAMIC HT  -         235.427 (meters)     772.40  (feet)  COMP
 JX1054  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 JX1054
 JX1054  VERT ORDER  -  SECOND    CLASS 0
 JX1054
 JX1054.The horizontal coordinates were scaled from a topographic map and have
 JX1054.an estimated accuracy of +/- 6 seconds.
 JX1054
 JX1054.The orthometric height was determined by differential leveling
 JX1054.and adjusted by the National Geodetic Survey in June 1991..
 JX1054
 JX1054.The geoid height was determined by GEOID03.
 JX1054
 JX1054.The dynamic height is computed by dividing the NAVD 88
 JX1054.geopotential number by the normal gravity value computed on the
 JX1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1054.degrees latitude (g = 980.6199 gals.).
 JX1054
 JX1054.The modeled gravity was interpolated from observed gravity values.
 JX1054
 JX1054;                    North         East    Units  Estimated Accuracy
 JX1054;SPC WV N     -    96,480.      467,860.      MT  (+/- 180 meters Scaled)
 JX1054
 JX1054                          SUPERSEDED SURVEY CONTROL
 JX1054
 JX1054  NGVD 29 (??/??/92)  235.739  (m)          773.42   (f) ADJ UNCH    2 0
 JX1054
 JX1054.Superseded values are not recommended for survey control.
 JX1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1054.See file dsdata.txt to determine how the superseded data were derived.
 JX1054
 JX1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD971566(NAD 83)
 JX1054_MARKER: DB = BENCH MARK DISK
 JX1054_SETTING: 66 = SET IN ROCK OUTCROP
 JX1054_SP_SET: ROCK LEDGE
 JX1054_STAMPING: V 131 1957
 JX1054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1054+STABILITY: POSITION/ELEVATION WELL
 JX1054
 JX1054  HISTORY     - Date     Condition        Report By
 JX1054  HISTORY     - 1957     MONUMENTED       CGS
 JX1054
 JX1054                          STATION DESCRIPTION
 JX1054
 JX1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1054'1 MI W FROM HEBRON.
 JX1054'ABOUT 1.05 MILES WEST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 JX1054'AND METHODIST CHURCH AT HEBRON, ABOUT 0.25 MILE EAST OF MAPLE
 JX1054'LANE CHURCH AND CEMETERY, SET VERTICALLY IN FACE OF ROCK LEDGE
 JX1054'IN CUT, 15 FEET WEST OF CENTER LINE OF ROAD, 155 FEET SOUTHWEST
 JX1054'AND ACROSS ROAD FROM SOUTHWEST CORNER OF J.W. MARKLE RESIDENCE,
 JX1054'116 FEET SOUTH OF WEST END OF A 30-INCH CONCRETE PIPE CULVERT,
 JX1054'40 FEET SOUTH OF NORTH END OF ROCK LEDGE AND ABOUT 4 FEET ABOVE
 JX1054'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0907 ***********************************************************************
 JX0907  DESIGNATION -  V 132
 JX0907  PID         -  JX0907
 JX0907  STATE/COUNTY-  WV/RITCHIE
 JX0907  USGS QUAD   -  SCHULTZ (1975)
 JX0907
 JX0907                         *CURRENT SURVEY CONTROL
 JX0907  ___________________________________________________________________
 JX0907* NAD 83(1986)-  39 17 27.     (N)    081 10 07.     (W)     SCALED    
 JX0907* NAVD 88     -       248.459  (meters)     815.15   (feet)  ADJUSTED  
 JX0907  ___________________________________________________________________
 JX0907  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JX0907  DYNAMIC HT  -         248.306 (meters)     814.65  (feet)  COMP
 JX0907  MODELED GRAV-     980,002.6   (mgal)                       NAVD 88
 JX0907
 JX0907  VERT ORDER  -  SECOND    CLASS 0
 JX0907
 JX0907.The horizontal coordinates were scaled from a topographic map and have
 JX0907.an estimated accuracy of +/- 6 seconds.
 JX0907
 JX0907.The orthometric height was determined by differential leveling
 JX0907.and adjusted by the National Geodetic Survey in June 1991..
 JX0907
 JX0907.The geoid height was determined by GEOID03.
 JX0907
 JX0907.The dynamic height is computed by dividing the NAVD 88
 JX0907.geopotential number by the normal gravity value computed on the
 JX0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0907.degrees latitude (g = 980.6199 gals.).
 JX0907
 JX0907.The modeled gravity was interpolated from observed gravity values.
 JX0907
 JX0907;                    North         East    Units  Estimated Accuracy
 JX0907;SPC WV N     -    89,130.      456,060.      MT  (+/- 180 meters Scaled)
 JX0907
 JX0907                          SUPERSEDED SURVEY CONTROL
 JX0907
 JX0907  NGVD 29 (??/??/92)  248.628  (m)          815.71   (f) ADJ UNCH    2 0
 JX0907
 JX0907.Superseded values are not recommended for survey control.
 JX0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0907.See file dsdata.txt to determine how the superseded data were derived.
 JX0907
 JX0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD854490(NAD 83)
 JX0907_MARKER: DB = BENCH MARK DISK
 JX0907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0907_SP_SET: BRIDGE
 JX0907_STAMPING: V 132 1957
 JX0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0907
 JX0907  HISTORY     - Date     Condition        Report By
 JX0907  HISTORY     - 1957     MONUMENTED       CGS
 JX0907
 JX0907                          STATION DESCRIPTION
 JX0907
 JX0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0907'1.5 MI NW FROM GLENDALE.
 JX0907'ABOUT 0.95 MILE WEST ALONG U.S. HIGHWAY 50 FROM THE SCHOOL AT
 JX0907'GLENDALE, THENCE ABOUT 0.55 MILE NORTHWEST ALONG DOUGLAS RUN
 JX0907'ROAD, IN THE TOP OF THE NORTHEAST CORNER OF EAST END OF SOUTH
 JX0907'STONE ABUTMENT OF A 20-FOOT BRIDGE OVER A CREEK, 16 FEET EAST
 JX0907'OF CENTER LINE OF ROAD AND 1 1/2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0321 ***********************************************************************
 JX0321  DESIGNATION -  V 133
 JX0321  PID         -  JX0321
 JX0321  STATE/COUNTY-  WV/DODDRIDGE
 JX0321  USGS QUAD   -  SMITHBURG (1976)
 JX0321
 JX0321                         *CURRENT SURVEY CONTROL
 JX0321  ___________________________________________________________________
 JX0321* NAD 83(1986)-  39 19 41.     (N)    080 44 13.     (W)     SCALED    
 JX0321* NAVD 88     -       297.089  (meters)     974.70   (feet)  ADJUSTED  
 JX0321  ___________________________________________________________________
 JX0321  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JX0321  DYNAMIC HT  -         296.908 (meters)     974.11  (feet)  COMP
 JX0321  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 JX0321
 JX0321  VERT ORDER  -  SECOND    CLASS 0
 JX0321
 JX0321.The horizontal coordinates were scaled from a topographic map and have
 JX0321.an estimated accuracy of +/- 6 seconds.
 JX0321
 JX0321.The orthometric height was determined by differential leveling
 JX0321.and adjusted by the National Geodetic Survey in June 1991..
 JX0321
 JX0321.The geoid height was determined by GEOID03.
 JX0321
 JX0321.The dynamic height is computed by dividing the NAVD 88
 JX0321.geopotential number by the normal gravity value computed on the
 JX0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0321.degrees latitude (g = 980.6199 gals.).
 JX0321
 JX0321.The modeled gravity was interpolated from observed gravity values.
 JX0321
 JX0321;                    North         East    Units  Estimated Accuracy
 JX0321;SPC WV N     -    92,660.      493,350.      MT  (+/- 180 meters Scaled)
 JX0321
 JX0321                          SUPERSEDED SURVEY CONTROL
 JX0321
 JX0321  NGVD 29 (??/??/92)  297.246  (m)          975.21   (f) ADJ UNCH    2 0
 JX0321
 JX0321.Superseded values are not recommended for survey control.
 JX0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0321.See file dsdata.txt to determine how the superseded data were derived.
 JX0321
 JX0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND226532(NAD 83)
 JX0321_MARKER: DB = BENCH MARK DISK
 JX0321_SETTING: 66 = SET IN ROCK OUTCROP
 JX0321_SP_SET: LEDGE
 JX0321_STAMPING: V 133 1957
 JX0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0321+STABILITY: POSITION/ELEVATION WELL
 JX0321
 JX0321  HISTORY     - Date     Condition        Report By
 JX0321  HISTORY     - 1957     MONUMENTED       CGS
 JX0321
 JX0321                          STATION DESCRIPTION
 JX0321
 JX0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0321'4.1 MI NE FROM WEST UNION.
 JX0321'ABOUT 1.35 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE
 JX0321'BALTIMORE AND OHIO RAILROAD STATION AT WEST UNION, THENCE ABOUT
 JX0321'2.75 MILES NORTHEAST ALONG A BLACK TOP ROAD FOLLOWING ROCK RUN,
 JX0321'ABOUT 0.1 MILE WEST OF A BRIDGE OVER NUTTER FORK, ABOUT 0.15
 JX0321'MILE WEST OF A CROSSROAD AND ON A STEEP GRADE DECENDING EAST,
 JX0321'17 FEET SOUTH OF CENTER LINE OF ROAD, SET VERTICALLY IN FACE
 JX0321'OF LEDGE AT THE EAST END OF ROCK CUT, 47 FEET SOUTHEAST AND
 JX0321'ACROSS ROAD FROM A LONE 14-INCH WALNUT TREE, 38 FEET SOUTHWEST
 JX0321'AND ACROSS ROAD FROM A FENCE CORNER AND ABOUT 3 1/2 FEET ABOVE
 JX0321'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0327 ***********************************************************************
 JX0327  DESIGNATION -  V 134
 JX0327  PID         -  JX0327
 JX0327  STATE/COUNTY-  WV/TYLER
 JX0327  USGS QUAD   -  CENTER POINT (1976)
 JX0327
 JX0327                         *CURRENT SURVEY CONTROL
 JX0327  ___________________________________________________________________
 JX0327* NAD 83(1986)-  39 23 45.     (N)    080 44 00.     (W)     SCALED    
 JX0327* NAVD 88     -       228.558  (meters)     749.86   (feet)  ADJUSTED  
 JX0327  ___________________________________________________________________
 JX0327  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JX0327  DYNAMIC HT  -         228.421 (meters)     749.41  (feet)  COMP
 JX0327  MODELED GRAV-     980,023.7   (mgal)                       NAVD 88
 JX0327
 JX0327  VERT ORDER  -  SECOND    CLASS 0
 JX0327
 JX0327.The horizontal coordinates were scaled from a topographic map and have
 JX0327.an estimated accuracy of +/- 6 seconds.
 JX0327
 JX0327.The orthometric height was determined by differential leveling
 JX0327.and adjusted by the National Geodetic Survey in June 1991..
 JX0327
 JX0327.The geoid height was determined by GEOID03.
 JX0327
 JX0327.The dynamic height is computed by dividing the NAVD 88
 JX0327.geopotential number by the normal gravity value computed on the
 JX0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0327.degrees latitude (g = 980.6199 gals.).
 JX0327
 JX0327.The modeled gravity was interpolated from observed gravity values.
 JX0327
 JX0327;                    North         East    Units  Estimated Accuracy
 JX0327;SPC WV N     -   100,180.      493,770.      MT  (+/- 180 meters Scaled)
 JX0327
 JX0327                          SUPERSEDED SURVEY CONTROL
 JX0327
 JX0327  NGVD 29 (??/??/92)  228.718  (m)          750.39   (f) ADJ UNCH    2 0
 JX0327
 JX0327.Superseded values are not recommended for survey control.
 JX0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0327.See file dsdata.txt to determine how the superseded data were derived.
 JX0327
 JX0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND229607(NAD 83)
 JX0327_MARKER: DB = BENCH MARK DISK
 JX0327_SETTING: 66 = SET IN ROCK OUTCROP
 JX0327_SP_SET: LEDGE
 JX0327_STAMPING: V 134 1957
 JX0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0327+STABILITY: POSITION/ELEVATION WELL
 JX0327
 JX0327  HISTORY     - Date     Condition        Report By
 JX0327  HISTORY     - 1957     MONUMENTED       CGS
 JX0327
 JX0327                          STATION DESCRIPTION
 JX0327
 JX0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0327'2.7 MI SE FROM SHIRLEY.
 JX0327'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST
 JX0327'OFFICE AT SHIRLEY, THENCE ABOUT 0.35 MILE SOUTH ALONG A BLACK
 JX0327'TOP ROAD, SET VERTICALLY IN FACE OF AN OUTCROPPING ROCK LEDGE
 JX0327'ABOUT 20 BY 3 FEET, 20 FEET WEST OF CENTER LINE OF ROAD, 308 FEET
 JX0327'SOUTH-SOUTHWEST AND ACROSS ROAD FROM A LONE 30-INCH OAK TREE
 JX0327'GUYED BY LARGE STEEL CABLE TO HILL SIDE WEST OF ROAD, 79 FEET
 JX0327'WEST-SOUTHWEST AND ACROSS ROAD FROM A TELEPHONE POLE ON LINE
 JX0327'LEADING EAST OF EUREKA PIPE LINE COMPANY PUMPING STATION, 7 FEET
 JX0327'NORTHEAST OF SOUTHWEST END OF LEDGE AND ABOUT 3 1/2 FEET ABOVE
 JX0327'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0420 ***********************************************************************
 JX0420  DESIGNATION -  V 135
 JX0420  PID         -  JX0420
 JX0420  STATE/COUNTY-  WV/TYLER
 JX0420  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0420
 JX0420                         *CURRENT SURVEY CONTROL
 JX0420  ___________________________________________________________________
 JX0420* NAD 83(1986)-  39 28 23.     (N)    080 54 24.     (W)     SCALED    
 JX0420* NAVD 88     -       245.808  (meters)     806.46   (feet)  ADJUSTED  
 JX0420  ___________________________________________________________________
 JX0420  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX0420  DYNAMIC HT  -         245.659 (meters)     805.97  (feet)  COMP
 JX0420  MODELED GRAV-     980,015.0   (mgal)                       NAVD 88
 JX0420
 JX0420  VERT ORDER  -  SECOND    CLASS 0
 JX0420
 JX0420.The horizontal coordinates were scaled from a topographic map and have
 JX0420.an estimated accuracy of +/- 6 seconds.
 JX0420
 JX0420.The orthometric height was determined by differential leveling
 JX0420.and adjusted by the National Geodetic Survey in June 1991..
 JX0420
 JX0420.The geoid height was determined by GEOID03.
 JX0420
 JX0420.The dynamic height is computed by dividing the NAVD 88
 JX0420.geopotential number by the normal gravity value computed on the
 JX0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0420.degrees latitude (g = 980.6199 gals.).
 JX0420
 JX0420.The modeled gravity was interpolated from observed gravity values.
 JX0420
 JX0420;                    North         East    Units  Estimated Accuracy
 JX0420;SPC WV N     -   108,970.      478,970.      MT  (+/- 180 meters Scaled)
 JX0420
 JX0420                          SUPERSEDED SURVEY CONTROL
 JX0420
 JX0420  NGVD 29 (??/??/92)  245.971  (m)          806.99   (f) ADJ UNCH    2 0
 JX0420
 JX0420.Superseded values are not recommended for survey control.
 JX0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0420.See file dsdata.txt to determine how the superseded data were derived.
 JX0420
 JX0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND080692(NAD 83)
 JX0420_MARKER: DB = BENCH MARK DISK
 JX0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0420_STAMPING: V 135 1957
 JX0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0420+STABILITY: SURFACE MOTION
 JX0420
 JX0420  HISTORY     - Date     Condition        Report By
 JX0420  HISTORY     - 1957     MONUMENTED       CGS
 JX0420
 JX0420                          STATION DESCRIPTION
 JX0420
 JX0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0420'1.8 MI S FROM MIDDLEBOURNE.
 JX0420'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 18 FROM THE COURT HOUSE
 JX0420'AT MIDDLEBOURNE, THENCE ABOUT 1.6 MILES SOUTH ALONG A BLACK TOP
 JX0420'ROAD, ON THE NORTH SLOPE OF A GRADE, 32 FEET EAST OF CENTER LINE
 JX0420'OF ROAD, 76 FEET NORTH OF THE SECOND TELEPHONE CABLE POLE NORTH
 JX0420'OF POLE NO. 5/30, 44 FEET NORTHEAST OF CENTER OF JUNCTION OF A
 JX0420'FARM ROAD LEADING WEST, 22 FEET NORTH OF CENTER LINE OF AN
 JX0420'ABANDONED ROAD EAST, 14 FEET EAST OF A FENCE CORNER, 1 1/2 FEET
 JX0420'EAST OF A CONCRETE WITNESS POST, ABOUT 2 1/2 FEET ABOVE LEVEL OF
 JX0420'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0398 ***********************************************************************
 JX0398  DESIGNATION -  V 136
 JX0398  PID         -  JX0398
 JX0398  STATE/COUNTY-  WV/WETZEL
 JX0398  USGS QUAD   -  CENTER POINT (1976)
 JX0398
 JX0398                         *CURRENT SURVEY CONTROL
 JX0398  ___________________________________________________________________
 JX0398* NAD 83(1986)-  39 29 10.     (N)    080 38 39.     (W)     SCALED    
 JX0398* NAVD 88     -       274.729  (meters)     901.34   (feet)  ADJUSTED  
 JX0398  ___________________________________________________________________
 JX0398  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JX0398  DYNAMIC HT  -         274.566 (meters)     900.81  (feet)  COMP
 JX0398  MODELED GRAV-     980,026.8   (mgal)                       NAVD 88
 JX0398
 JX0398  VERT ORDER  -  SECOND    CLASS 0
 JX0398
 JX0398.The horizontal coordinates were scaled from a topographic map and have
 JX0398.an estimated accuracy of +/- 6 seconds.
 JX0398
 JX0398.The orthometric height was determined by differential leveling
 JX0398.and adjusted by the National Geodetic Survey in June 1991..
 JX0398
 JX0398.The geoid height was determined by GEOID03.
 JX0398
 JX0398.The dynamic height is computed by dividing the NAVD 88
 JX0398.geopotential number by the normal gravity value computed on the
 JX0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0398.degrees latitude (g = 980.6199 gals.).
 JX0398
 JX0398.The modeled gravity was interpolated from observed gravity values.
 JX0398
 JX0398;                    North         East    Units  Estimated Accuracy
 JX0398;SPC WV N     -   110,100.      501,580.      MT  (+/- 180 meters Scaled)
 JX0398
 JX0398                          SUPERSEDED SURVEY CONTROL
 JX0398
 JX0398  NGVD 29 (??/??/92)  274.888  (m)          901.86   (f) ADJ UNCH    2 0
 JX0398
 JX0398.Superseded values are not recommended for survey control.
 JX0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0398.See file dsdata.txt to determine how the superseded data were derived.
 JX0398
 JX0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND306707(NAD 83)
 JX0398_MARKER: DB = BENCH MARK DISK
 JX0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0398_STAMPING: V 136 1957
 JX0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0398+STABILITY: SURFACE MOTION
 JX0398
 JX0398  HISTORY     - Date     Condition        Report By
 JX0398  HISTORY     - 1957     MONUMENTED       CGS
 JX0398
 JX0398                          STATION DESCRIPTION
 JX0398
 JX0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0398'4 MI S FROM JACKSONBURG.
 JX0398'ABOUT 3.95 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE BALTIMORE
 JX0398'AND OHIO RAILROAD STATION AT JACKSONBURG, ABOUT 0.6 MILE SOUTH
 JX0398'OF JUNCTION OF A ROAD SOUTHEAST AND A 30-FOOT CONCRETE BRIDGE,
 JX0398'AT THE JUNCTION OF A PRIVATE ROAD WEST, 46 FEET WEST OF CENTER
 JX0398'LINE OF ROAD, 8 FEET SOUTH OF CENTER LINE OF PRIVATE ROAD WEST,
 JX0398'34 FEET WEST-NORTHWEST OF WEST END OF A 4-FOOT CONCRETE BOX
 JX0398'CULVERT, 3 FEET EAST OF A POWER POLE WITH A TRANSFORMER, 1 1/2
 JX0398'FEET NORTH OF A FENCE LINE, ABOUT 2 FEET ABOVE LEVEL OF ROAD
 JX0398'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0390 ***********************************************************************
 JX0390  DESIGNATION -  V 137
 JX0390  PID         -  JX0390
 JX0390  STATE/COUNTY-  WV/DODDRIDGE
 JX0390  USGS QUAD   -  FOLSOM (1976)
 JX0390
 JX0390                         *CURRENT SURVEY CONTROL
 JX0390  ___________________________________________________________________
 JX0390* NAD 83(1986)-  39 24 54.     (N)    080 32 37.     (W)     SCALED    
 JX0390* NAVD 88     -       324.561  (meters)    1064.83   (feet)  ADJUSTED  
 JX0390  ___________________________________________________________________
 JX0390  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JX0390  DYNAMIC HT  -         324.364 (meters)    1064.18  (feet)  COMP
 JX0390  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 JX0390
 JX0390  VERT ORDER  -  SECOND    CLASS 0
 JX0390
 JX0390.The horizontal coordinates were scaled from a topographic map and have
 JX0390.an estimated accuracy of +/- 6 seconds.
 JX0390
 JX0390.The orthometric height was determined by differential leveling
 JX0390.and adjusted by the National Geodetic Survey in June 1991..
 JX0390
 JX0390.The geoid height was determined by GEOID03.
 JX0390
 JX0390.The dynamic height is computed by dividing the NAVD 88
 JX0390.geopotential number by the normal gravity value computed on the
 JX0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0390.degrees latitude (g = 980.6199 gals.).
 JX0390
 JX0390.The modeled gravity was interpolated from observed gravity values.
 JX0390
 JX0390;                    North         East    Units  Estimated Accuracy
 JX0390;SPC WV N     -   102,100.      510,130.      MT  (+/- 180 meters Scaled)
 JX0390
 JX0390                          SUPERSEDED SURVEY CONTROL
 JX0390
 JX0390  NGVD 29 (??/??/92)  324.714  (m)         1065.33   (f) ADJ UNCH    2 0
 JX0390
 JX0390.Superseded values are not recommended for survey control.
 JX0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0390.See file dsdata.txt to determine how the superseded data were derived.
 JX0390
 JX0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND392629(NAD 83)
 JX0390_MARKER: DB = BENCH MARK DISK
 JX0390_SETTING: 66 = SET IN ROCK OUTCROP
 JX0390_SP_SET: CUT
 JX0390_STAMPING: V 137 1957
 JX0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0390+STABILITY: POSITION/ELEVATION WELL
 JX0390
 JX0390  HISTORY     - Date     Condition        Report By
 JX0390  HISTORY     - 1957     MONUMENTED       CGS
 JX0390
 JX0390                          STATION DESCRIPTION
 JX0390
 JX0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0390'3.6 MI SW FROM RINEHART.
 JX0390'ABOUT 0.95 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO
 JX0390'RAILROAD FROM THE ROAD CROSSING AT RINEHART, THENCE ABOUT 1.4
 JX0390'MILES SOUTHWEST ALONG LITTLE TEN MILE CREEK ROAD, THENCE ABOUT
 JX0390'1.25 MILES NORTHWEST AND WEST ALONG A ROAD CROSSING GAP AND
 JX0390'LEADING INTO SYCAMORE FORK, ABOUT 0.1 MILE NORTH AND UPHILL FROM
 JX0390'FOOT OF GRADE, ABOUT 0.6 MILE WEST OF THE TOP OF GAP AND THE
 JX0390'DODDRIDGE-HARRISON COUNTY LINE, ABOUT 0.05 MILE SOUTH OF A
 JX0390'HAIRPIN CURVE, 40 YARDS NORTH OF JUNCTION OF A TRAIL LEADING
 JX0390'NORTHWEST, SET VERTICALLY IN THE 2 1/2-FOOT HIGH CENTER PART
 JX0390'OF A LAYER OF ROCK IN A CUT BANK, 13 FEET EAST OF CENTER LINE
 JX0390'OF ROAD, ABOUT 3 FEET ABOVE BOTTOM OF DITCH AND 1/2 FOOT ABOVE
 JX0390'LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM CENTER POINT, DODDRIDGE
 JX0390'COUNTY BY GOING ABOUT 2.35 MILES EAST ALONG A ROAD FOLLOWING PIKE
 JX0390'FORK, THENCE ABOUT 3.7 MILES NORTHEAST ALONG A ROAD FOLLOWING
 JX0390'SYCAMORE FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0236 ***********************************************************************
 JX0236  DESIGNATION -  V 138
 JX0236  PID         -  JX0236
 JX0236  STATE/COUNTY-  WV/WETZEL
 JX0236  USGS QUAD   -  FOLSOM (1976)
 JX0236
 JX0236                         *CURRENT SURVEY CONTROL
 JX0236  ___________________________________________________________________
 JX0236* NAD 83(1986)-  39 27 48.     (N)    080 30 55.     (W)     SCALED    
 JX0236* NAVD 88     -       301.415  (meters)     988.89   (feet)  ADJUSTED  
 JX0236  ___________________________________________________________________
 JX0236  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JX0236  DYNAMIC HT  -         301.234 (meters)     988.30  (feet)  COMP
 JX0236  MODELED GRAV-     980,018.0   (mgal)                       NAVD 88
 JX0236
 JX0236  VERT ORDER  -  SECOND    CLASS 0
 JX0236
 JX0236.The horizontal coordinates were scaled from a topographic map and have
 JX0236.an estimated accuracy of +/- 6 seconds.
 JX0236
 JX0236.The orthometric height was determined by differential leveling
 JX0236.and adjusted by the National Geodetic Survey in June 1991..
 JX0236
 JX0236.The geoid height was determined by GEOID03.
 JX0236
 JX0236.The dynamic height is computed by dividing the NAVD 88
 JX0236.geopotential number by the normal gravity value computed on the
 JX0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0236.degrees latitude (g = 980.6199 gals.).
 JX0236
 JX0236.The modeled gravity was interpolated from observed gravity values.
 JX0236
 JX0236;                    North         East    Units  Estimated Accuracy
 JX0236;SPC WV N     -   107,440.      512,630.      MT  (+/- 180 meters Scaled)
 JX0236
 JX0236                          SUPERSEDED SURVEY CONTROL
 JX0236
 JX0236  NGVD 29 (??/??/92)  301.572  (m)          989.41   (f) ADJ UNCH    2 0
 JX0236
 JX0236.Superseded values are not recommended for survey control.
 JX0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0236.See file dsdata.txt to determine how the superseded data were derived.
 JX0236
 JX0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND416683(NAD 83)
 JX0236_MARKER: DB = BENCH MARK DISK
 JX0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0236_SP_SET: OVERPASS
 JX0236_STAMPING: V 138 1957
 JX0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0236
 JX0236  HISTORY     - Date     Condition        Report By
 JX0236  HISTORY     - 1957     MONUMENTED       CGS
 JX0236
 JX0236                          STATION DESCRIPTION
 JX0236
 JX0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0236'3.6 MI SE FROM SMITHFIELD.
 JX0236'ABOUT 3.55 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0236'FROM THE STATION AT SMITHFIELD, ABOUT 0.45 MILE SOUTHEAST OF
 JX0236'FOLSOM, IN THE TOP OF THE NORTHWEST END OF NORTHEAST ABUTMENT OF
 JX0236'RAILROAD OVERPASS OVER STATE HIGHWAY 20, 12 FEET NORTHWEST OF
 JX0236'NORTHWEST RAIL AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0633 ***********************************************************************
 JX0633  DESIGNATION -  V 139
 JX0633  PID         -  JX0633
 JX0633  STATE/COUNTY-  WV/TYLER
 JX0633  USGS QUAD   -  PORTERS FALLS (1976)
 JX0633
 JX0633                         *CURRENT SURVEY CONTROL
 JX0633  ___________________________________________________________________
 JX0633* NAD 83(1986)-  39 30 30.     (N)    080 46 21.     (W)     SCALED    
 JX0633* NAVD 88     -       269.577  (meters)     884.44   (feet)  ADJUSTED  
 JX0633  ___________________________________________________________________
 JX0633  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JX0633  DYNAMIC HT  -         269.420 (meters)     883.92  (feet)  COMP
 JX0633  MODELED GRAV-     980,034.0   (mgal)                       NAVD 88
 JX0633
 JX0633  VERT ORDER  -  SECOND    CLASS 0
 JX0633
 JX0633.The horizontal coordinates were scaled from a topographic map and have
 JX0633.an estimated accuracy of +/- 6 seconds.
 JX0633
 JX0633.The orthometric height was determined by differential leveling
 JX0633.and adjusted by the National Geodetic Survey in June 1991..
 JX0633
 JX0633.The geoid height was determined by GEOID03.
 JX0633
 JX0633.The dynamic height is computed by dividing the NAVD 88
 JX0633.geopotential number by the normal gravity value computed on the
 JX0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0633.degrees latitude (g = 980.6199 gals.).
 JX0633
 JX0633.The modeled gravity was interpolated from observed gravity values.
 JX0633
 JX0633;                    North         East    Units  Estimated Accuracy
 JX0633;SPC WV N     -   112,720.      490,570.      MT  (+/- 180 meters Scaled)
 JX0633
 JX0633                          SUPERSEDED SURVEY CONTROL
 JX0633
 JX0633  NGVD 29 (??/??/92)  269.739  (m)          884.97   (f) ADJ UNCH    2 0
 JX0633
 JX0633.Superseded values are not recommended for survey control.
 JX0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0633.See file dsdata.txt to determine how the superseded data were derived.
 JX0633
 JX0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND195732(NAD 83)
 JX0633_MARKER: DB = BENCH MARK DISK
 JX0633_SETTING: 66 = SET IN ROCK OUTCROP
 JX0633_SP_SET: ROCK PROJECTION
 JX0633_STAMPING: V 139 1957
 JX0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0633+STABILITY: POSITION/ELEVATION WELL
 JX0633
 JX0633  HISTORY     - Date     Condition        Report By
 JX0633  HISTORY     - 1957     MONUMENTED       CGS
 JX0633
 JX0633                          STATION DESCRIPTION
 JX0633
 JX0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0633'1.2 MI E FROM IUKA.
 JX0633'ABOUT 1.2 MILES EAST ALONG ELK CREEK ROAD FROM UNITED BRETHREN
 JX0633'CHURCH AT IUKA, ABOUT 0.2 MILE NORTHWEST OF ROAD JUNCTION AT
 JX0633'CONAWAY, ON THE WEST SLOPE OF A GRADE, AT THE JUNCTION OF A DIM
 JX0633'ROAD NORTH, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK
 JX0633'PROJECTION IN A HIGH BANK, 33 FEET NORTHEAST OF CENTER LINE OF
 JX0633'JUNCTION OF ROADS AND 4 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0524 ***********************************************************************
 HX0524  DESIGNATION -  V 14
 HX0524  PID         -  HX0524
 HX0524  STATE/COUNTY-  WV/WEBSTER
 HX0524  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0524
 HX0524                         *CURRENT SURVEY CONTROL
 HX0524  ___________________________________________________________________
 HX0524* NAD 83(1986)-  38 28 44.     (N)    080 24 58.     (W)     SCALED    
 HX0524* NAVD 88     -       444.300  (meters)    1457.67   (feet)  ADJUSTED  
 HX0524  ___________________________________________________________________
 HX0524  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX0524  DYNAMIC HT  -         443.971 (meters)    1456.59  (feet)  COMP
 HX0524  MODELED GRAV-     979,874.8   (mgal)                       NAVD 88
 HX0524
 HX0524  VERT ORDER  -  SECOND    CLASS 0
 HX0524
 HX0524.The horizontal coordinates were scaled from a topographic map and have
 HX0524.an estimated accuracy of +/- 6 seconds.
 HX0524
 HX0524.The orthometric height was determined by differential leveling
 HX0524.and adjusted by the National Geodetic Survey in June 1991..
 HX0524
 HX0524.The geoid height was determined by GEOID03.
 HX0524
 HX0524.The dynamic height is computed by dividing the NAVD 88
 HX0524.geopotential number by the normal gravity value computed on the
 HX0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0524.degrees latitude (g = 980.6199 gals.).
 HX0524
 HX0524.The modeled gravity was interpolated from observed gravity values.
 HX0524
 HX0524;                    North         East    Units  Estimated Accuracy
 HX0524;SPC WV S     -   164,300.      650,950.      MT  (+/- 180 meters Scaled)
 HX0524
 HX0524                          SUPERSEDED SURVEY CONTROL
 HX0524
 HX0524  NGVD 29 (??/??/92)  444.464  (m)         1458.21   (f) ADJ UNCH    2 0
 HX0524
 HX0524.Superseded values are not recommended for survey control.
 HX0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0524.See file dsdata.txt to determine how the superseded data were derived.
 HX0524
 HX0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC509591(NAD 83)
 HX0524_MARKER: DB = BENCH MARK DISK
 HX0524_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0524_SP_SET: ABUTMENT
 HX0524_STAMPING: V 14 1934
 HX0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0524
 HX0524  HISTORY     - Date     Condition        Report By
 HX0524  HISTORY     - 1934     MONUMENTED       CGS
 HX0524  HISTORY     - 1962     GOOD             NGS
 HX0524
 HX0524                          STATION DESCRIPTION
 HX0524
 HX0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0524'AT WEBSTER SPRINGS.
 HX0524'AT WEBSTER SPRINGS, 0.2 SOUTHWEST OF JUNCTION OF STATE HIGHWAYS
 HX0524'15 AND 20, AT THE BRIDGE OVER THE WEST FORK ELK RIVER, 13.5
 HX0524'FEET NORTH OF CENTER LINE OF HIGHWAY, 1.8 FEET NORTH OF NORTH
 HX0524'EDGE OF STEEL FRAME BRIDGE, ABOUT 4 FEET BELOW LEVEL OF HIGHWAY,
 HX0524'AND SET ON TOP OF NORTH END OF EAST ABUTMENT (BRIDGE SEAT) OF
 HX0524'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0600 ***********************************************************************
 HY0600  DESIGNATION -  V 140
 HY0600  PID         -  HY0600
 HY0600  STATE/COUNTY-  WV/LINCOLN
 HY0600  USGS QUAD   -  HAMLIN (1989)
 HY0600
 HY0600                         *CURRENT SURVEY CONTROL
 HY0600  ___________________________________________________________________
 HY0600* NAD 83(1986)-  38 15 38.     (N)    082 07 18.     (W)     SCALED    
 HY0600* NAVD 88     -       198.356  (meters)     650.77   (feet)  ADJUSTED  
 HY0600  ___________________________________________________________________
 HY0600  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HY0600  DYNAMIC HT  -         198.217 (meters)     650.32  (feet)  COMP
 HY0600  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 HY0600
 HY0600  VERT ORDER  -  SECOND    CLASS 0
 HY0600
 HY0600.The horizontal coordinates were scaled from a topographic map and have
 HY0600.an estimated accuracy of +/- 6 seconds.
 HY0600
 HY0600.The orthometric height was determined by differential leveling
 HY0600.and adjusted by the National Geodetic Survey in June 1991..
 HY0600
 HY0600.The geoid height was determined by GEOID03.
 HY0600
 HY0600.The dynamic height is computed by dividing the NAVD 88
 HY0600.geopotential number by the normal gravity value computed on the
 HY0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0600.degrees latitude (g = 980.6199 gals.).
 HY0600
 HY0600.The modeled gravity was interpolated from observed gravity values.
 HY0600
 HY0600;                    North         East    Units  Estimated Accuracy
 HY0600;SPC WV S     -   140,500.      501,840.      MT  (+/- 180 meters Scaled)
 HY0600
 HY0600                          SUPERSEDED SURVEY CONTROL
 HY0600
 HY0600  NGVD 29 (??/??/92)  198.560  (m)          651.44   (f) ADJ UNCH    2 0
 HY0600
 HY0600.Superseded values are not recommended for survey control.
 HY0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0600.See file dsdata.txt to determine how the superseded data were derived.
 HY0600
 HY0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC018353(NAD 83)
 HY0600_MARKER: DB = BENCH MARK DISK
 HY0600_SETTING: 66 = SET IN ROCK OUTCROP
 HY0600_SP_SET: ROCK CUT
 HY0600_STAMPING: V 140 1957
 HY0600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0600+STABILITY: POSITION/ELEVATION WELL
 HY0600
 HY0600  HISTORY     - Date     Condition        Report By
 HY0600  HISTORY     - 1957     MONUMENTED       CGS
 HY0600
 HY0600                          STATION DESCRIPTION
 HY0600
 HY0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0600'4.4 MI N FROM MYRA.
 HY0600'ABOUT 4.4 MILE NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE
 HY0600'AT MYRA, 38 YARDS SOUTHEAST OF THE NORTHWEST END OF CUT, DIRECTLY
 HY0600'ACROSS THE ROAD FROM A POINT MIDWAY BETWEEN POWER POLES NUMBER
 HY0600'2419-12 AND 2419-13, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HY0600'ROAD, SET VERTICALLY IN THE NORTHEAST FACE OF A RECESSED LAYER OF
 HY0600'UNEVEN ROCK IN A 15-FOOT HIGH CUT, ABOUT 5 1/2 FEET ABOVE THE
 HY0600'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0299 ***********************************************************************
 JX0299  DESIGNATION -  V 141
 JX0299  PID         -  JX0299
 JX0299  STATE/COUNTY-  WV/RITCHIE
 JX0299  USGS QUAD   -  PENNSBORO (1987)
 JX0299
 JX0299                         *CURRENT SURVEY CONTROL
 JX0299  ___________________________________________________________________
 JX0299* NAD 83(1986)-  39 21 38.     (N)    080 53 35.     (W)     SCALED    
 JX0299* NAVD 88     -       285.769  (meters)     937.56   (feet)  ADJUSTED  
 JX0299  ___________________________________________________________________
 JX0299  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JX0299  DYNAMIC HT  -         285.591 (meters)     936.98  (feet)  COMP
 JX0299  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 JX0299
 JX0299  VERT ORDER  -  SECOND    CLASS 0
 JX0299
 JX0299.The horizontal coordinates were scaled from a topographic map and have
 JX0299.an estimated accuracy of +/- 6 seconds.
 JX0299
 JX0299.The orthometric height was determined by differential leveling
 JX0299.and adjusted by the National Geodetic Survey in June 1991..
 JX0299
 JX0299.The geoid height was determined by GEOID03.
 JX0299
 JX0299.The dynamic height is computed by dividing the NAVD 88
 JX0299.geopotential number by the normal gravity value computed on the
 JX0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0299.degrees latitude (g = 980.6199 gals.).
 JX0299
 JX0299.The modeled gravity was interpolated from observed gravity values.
 JX0299
 JX0299;                    North         East    Units  Estimated Accuracy
 JX0299;SPC WV N     -    96,470.      479,950.      MT  (+/- 180 meters Scaled)
 JX0299
 JX0299                          SUPERSEDED SURVEY CONTROL
 JX0299
 JX0299  NGVD 29 (??/??/92)  285.935  (m)          938.11   (f) ADJ UNCH    2 0
 JX0299
 JX0299.Superseded values are not recommended for survey control.
 JX0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0299.See file dsdata.txt to determine how the superseded data were derived.
 JX0299
 JX0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND092567(NAD 83)
 JX0299_MARKER: DB = BENCH MARK DISK
 JX0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0299_STAMPING: V 141 1957
 JX0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0299+STABILITY: SURFACE MOTION
 JX0299
 JX0299  HISTORY     - Date     Condition        Report By
 JX0299  HISTORY     - 1957     MONUMENTED       CGS
 JX0299
 JX0299                          STATION DESCRIPTION
 JX0299
 JX0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0299'1.4 MI NE FROM MOUNTAIN.
 JX0299'ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 74 FROM THE UNION
 JX0299'CHAPEL AT MOUNTAIN, ABOUT 0.6 MILE WEST OF THE RITCHIE-TYLER
 JX0299'COUNTY LINE, ABOUT 1.0 MILE EAST OF JUNCTION OF A GRAVEL ROAD
 JX0299'NORTHWEST, 32 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY, 58 FEET
 JX0299'NORTH-NORTHWEST AND ACROSS HIGHWAY FROM TELEPHONE POLE NO. 119/1,
 JX0299'14 FEET EAST OF CENTER LINE OF A FARM ROAD NORTH, 12 1/2 FEET
 JX0299'SOUTHEAST OF A GAS METER, 8 FEET EAST-SOUTHEAST OF A 3 1/2-INCH
 JX0299'IRON PIPE MARKING AN UNDERGROUND PIPE LINE, 1 FOOT SOUTH OF A
 JX0299'FENCE LINE, 1 1/2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT
 JX0299'3 1/2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JX0299'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0264 ***********************************************************************
 GY0264  DESIGNATION -  V 142
 GY0264  PID         -  GY0264
 GY0264  STATE/COUNTY-  WV/MINGO
 GY0264  USGS QUAD   -  DELBARTON (1976)
 GY0264
 GY0264                         *CURRENT SURVEY CONTROL
 GY0264  ___________________________________________________________________
 GY0264* NAD 83(1986)-  37 41 17.     (N)    082 10 44.     (W)     SCALED    
 GY0264* NAVD 88     -       241.904  (meters)     793.65   (feet)  ADJUSTED  
 GY0264  ___________________________________________________________________
 GY0264  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GY0264  DYNAMIC HT  -         241.725 (meters)     793.06  (feet)  COMP
 GY0264  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 GY0264
 GY0264  VERT ORDER  -  SECOND    CLASS 0
 GY0264
 GY0264.The horizontal coordinates were scaled from a topographic map and have
 GY0264.an estimated accuracy of +/- 6 seconds.
 GY0264
 GY0264.The orthometric height was determined by differential leveling
 GY0264.and adjusted by the National Geodetic Survey in June 1991..
 GY0264
 GY0264.The geoid height was determined by GEOID03.
 GY0264
 GY0264.The dynamic height is computed by dividing the NAVD 88
 GY0264.geopotential number by the normal gravity value computed on the
 GY0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0264.degrees latitude (g = 980.6199 gals.).
 GY0264
 GY0264.The modeled gravity was interpolated from observed gravity values.
 GY0264
 GY0264;                    North         East    Units  Estimated Accuracy
 GY0264;SPC WV S     -    77,030.      496,030.      MT  (+/- 180 meters Scaled)
 GY0264
 GY0264                          SUPERSEDED SURVEY CONTROL
 GY0264
 GY0264  NGVD 29 (??/??/92)  242.130  (m)          794.39   (f) ADJ UNCH    2 0
 GY0264
 GY0264.Superseded values are not recommended for survey control.
 GY0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0264.See file dsdata.txt to determine how the superseded data were derived.
 GY0264
 GY0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB960718(NAD 83)
 GY0264_MARKER: DB = BENCH MARK DISK
 GY0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0264_SP_SET: CULVERT
 GY0264_STAMPING: V 142 1957
 GY0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0264
 GY0264  HISTORY     - Date     Condition        Report By
 GY0264  HISTORY     - 1957     MONUMENTED       CGS
 GY0264
 GY0264                          STATION DESCRIPTION
 GY0264
 GY0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0264'2.8 MI NW FROM TAYLORSVILLE.
 GY0264'ABOUT 2.8 MILES NORTHWEST ALONG U.S. HIGHWAY 119 FROM THE
 GY0264'JUNCTION OF RED JACKET ROAD AT TAYLORSVILLE, IN THE TOP OF NORTH
 GY0264'END OF EAST CONCRETE HEAD WALL OF A 10-FOOT BOX CULVERT UNDER
 GY0264'HIGHWAY, 23 1/2 FEET EAST OF CONCRETE WALK TO T.C. DUTY RESIDENCE,
 GY0264'1 1/2 FEET SOUTH OF NORTH END OF HEAD WALL AND ABOUT 2 1/2 FEET
 GY0264'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0313 ***********************************************************************
 GY0313  DESIGNATION -  V 143
 GY0313  PID         -  GY0313
 GY0313  STATE/COUNTY-  WV/LOGAN
 GY0313  USGS QUAD   -  HOLDEN (1989)
 GY0313
 GY0313                         *CURRENT SURVEY CONTROL
 GY0313  ___________________________________________________________________
 GY0313* NAD 83(1986)-  37 45 45.     (N)    082 05 55.     (W)     SCALED    
 GY0313* NAVD 88     -       393.581  (meters)    1291.27   (feet)  ADJUSTED  
 GY0313  ___________________________________________________________________
 GY0313  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GY0313  DYNAMIC HT  -         393.292 (meters)    1290.33  (feet)  COMP
 GY0313  MODELED GRAV-     979,883.0   (mgal)                       NAVD 88
 GY0313
 GY0313  VERT ORDER  -  SECOND    CLASS 0
 GY0313
 GY0313.The horizontal coordinates were scaled from a topographic map and have
 GY0313.an estimated accuracy of +/- 6 seconds.
 GY0313
 GY0313.The orthometric height was determined by differential leveling
 GY0313.and adjusted by the National Geodetic Survey in June 1991..
 GY0313
 GY0313.The geoid height was determined by GEOID03.
 GY0313
 GY0313.The dynamic height is computed by dividing the NAVD 88
 GY0313.geopotential number by the normal gravity value computed on the
 GY0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0313.degrees latitude (g = 980.6199 gals.).
 GY0313
 GY0313.The modeled gravity was interpolated from observed gravity values.
 GY0313
 GY0313;                    North         East    Units  Estimated Accuracy
 GY0313;SPC WV S     -    85,200.      503,200.      MT  (+/- 180 meters Scaled)
 GY0313
 GY0313                          SUPERSEDED SURVEY CONTROL
 GY0313
 GY0313  NGVD 29 (??/??/92)  393.795  (m)         1291.98   (f) ADJ UNCH    2 0
 GY0313
 GY0313.Superseded values are not recommended for survey control.
 GY0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0313.See file dsdata.txt to determine how the superseded data were derived.
 GY0313
 GY0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB032800(NAD 83)
 GY0313_MARKER: DB = BENCH MARK DISK
 GY0313_SETTING: 66 = SET IN ROCK OUTCROP
 GY0313_SP_SET: ROCK CUT
 GY0313_STAMPING: W 143 1957
 GY0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0313+STABILITY: POSITION/ELEVATION WELL
 GY0313
 GY0313  HISTORY     - Date     Condition        Report By
 GY0313  HISTORY     - 1957     MONUMENTED       CGS
 GY0313
 GY0313                          STATION DESCRIPTION
 GY0313
 GY0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0313'6.8 MI NW FROM OMAR.
 GY0313'ABOUT 5.05 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GY0313'THE HIGH SCHOOL AT OMAR TO MINE 22 TIPPLE, THENCE ABOUT 1.8 MILES
 GY0313'WEST AND NORTH ALONG A PAVED ROAD, SET VERTICALLY IN FACE OF A
 GY0313'ROCK CUT, 22 FEET WEST OF CENTER LINE OF ROAD, 142 FEET NORTH OF
 GY0313'NORTHEAST CORNER OF A. WILLIAMSON RESIDENCE, 98 FEET NORTH OF
 GY0313'SOUTH END OF ROCK CUT AND 3 1/2 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK
 GY0313'MAY BE REACHED FROM HOLDEN, LOGAN COUNTY, BY GOING ABOUT
 GY0313'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 65 FROM CENTRAL SCHOOL,
 GY0313'THENCE ABOUT 3.25 MILES SOUTH ALONG A PAVED ROAD WHICH LEADS TO
 GY0313'MINE 22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0247 ***********************************************************************
 GY0247  DESIGNATION -  V 144
 GY0247  PID         -  GY0247
 GY0247  STATE/COUNTY-  WV/MINGO
 GY0247  USGS QUAD   -  MYRTLE (1976)
 GY0247
 GY0247                         *CURRENT SURVEY CONTROL
 GY0247  ___________________________________________________________________
 GY0247* NAD 83(1986)-  37 46 35.     (N)    082 14 36.     (W)     SCALED    
 GY0247* NAVD 88     -       201.857  (meters)     662.26   (feet)  ADJUSTED  
 GY0247  ___________________________________________________________________
 GY0247  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GY0247  DYNAMIC HT  -         201.709 (meters)     661.77  (feet)  COMP
 GY0247  MODELED GRAV-     979,891.5   (mgal)                       NAVD 88
 GY0247
 GY0247  VERT ORDER  -  SECOND    CLASS 0
 GY0247
 GY0247.The horizontal coordinates were scaled from a topographic map and have
 GY0247.an estimated accuracy of +/- 6 seconds.
 GY0247
 GY0247.The orthometric height was determined by differential leveling
 GY0247.and adjusted by the National Geodetic Survey in June 1991..
 GY0247
 GY0247.The geoid height was determined by GEOID03.
 GY0247
 GY0247.The dynamic height is computed by dividing the NAVD 88
 GY0247.geopotential number by the normal gravity value computed on the
 GY0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0247.degrees latitude (g = 980.6199 gals.).
 GY0247
 GY0247.The modeled gravity was interpolated from observed gravity values.
 GY0247
 GY0247;                    North         East    Units  Estimated Accuracy
 GY0247;SPC WV S     -    86,910.      490,470.      MT  (+/- 180 meters Scaled)
 GY0247
 GY0247                          SUPERSEDED SURVEY CONTROL
 GY0247
 GY0247  NGVD 29 (??/??/92)  202.080  (m)          662.99   (f) ADJ UNCH    2 0
 GY0247
 GY0247.Superseded values are not recommended for survey control.
 GY0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0247.See file dsdata.txt to determine how the superseded data were derived.
 GY0247
 GY0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB905817(NAD 83)
 GY0247_MARKER: DB = BENCH MARK DISK
 GY0247_SETTING: 66 = SET IN ROCK OUTCROP
 GY0247_SP_SET: ROCK CUT
 GY0247_STAMPING: V 144 1957
 GY0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0247+STABILITY: POSITION/ELEVATION WELL
 GY0247
 GY0247  HISTORY     - Date     Condition        Report By
 GY0247  HISTORY     - 1957     MONUMENTED       CGS
 GY0247
 GY0247                          STATION DESCRIPTION
 GY0247
 GY0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0247'0.4 MI W FROM BELO.
 GY0247'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 65 FROM THE JUNCTION OF
 GY0247'STATE HIGHWAY 65 S AT BELO, IN THE TOP OF AN OUTCROPPING LEDGE OF
 GY0247'A ROCK CUT, 19 3/4 FEET NORTH-NORTHWEST OF CENTER LINE OF HIGHWAY,
 GY0247'136 FEET WEST OF EAST END OF CUT, 67 FEET WEST OF WEST END OF
 GY0247'NORTH CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT UNDER HIGHWAY,
 GY0247'4 FEET EAST AND ABOUT 2 FEET BELOW A 12-INCH TRIANGLE CHISELED
 GY0247'IN FACE OF LEDGE AND 2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0305 ***********************************************************************
 GY0305  DESIGNATION -  V 145
 GY0305  PID         -  GY0305
 GY0305  STATE/COUNTY-  WV/MINGO
 GY0305  USGS QUAD   -  DELBARTON (1976)
 GY0305
 GY0305                         *CURRENT SURVEY CONTROL
 GY0305  ___________________________________________________________________
 GY0305* NAD 83(1986)-  37 39 21.     (N)    082 09 05.     (W)     SCALED    
 GY0305* NAVD 88     -       325.663  (meters)    1068.45   (feet)  ADJUSTED  
 GY0305  ___________________________________________________________________
 GY0305  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GY0305  DYNAMIC HT  -         325.421 (meters)    1067.65  (feet)  COMP
 GY0305  MODELED GRAV-     979,878.6   (mgal)                       NAVD 88
 GY0305
 GY0305  VERT ORDER  -  SECOND    CLASS 0
 GY0305
 GY0305.The horizontal coordinates were scaled from a topographic map and have
 GY0305.an estimated accuracy of +/- 6 seconds.
 GY0305
 GY0305.The orthometric height was determined by differential leveling
 GY0305.and adjusted by the National Geodetic Survey in June 1991..
 GY0305
 GY0305.The geoid height was determined by GEOID03.
 GY0305
 GY0305.The dynamic height is computed by dividing the NAVD 88
 GY0305.geopotential number by the normal gravity value computed on the
 GY0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0305.degrees latitude (g = 980.6199 gals.).
 GY0305
 GY0305.The modeled gravity was interpolated from observed gravity values.
 GY0305
 GY0305;                    North         East    Units  Estimated Accuracy
 GY0305;SPC WV S     -    73,420.      498,410.      MT  (+/- 180 meters Scaled)
 GY0305
 GY0305                          SUPERSEDED SURVEY CONTROL
 GY0305
 GY0305  NGVD 29 (??/??/92)  325.889  (m)         1069.19   (f) ADJ UNCH    2 0
 GY0305
 GY0305.Superseded values are not recommended for survey control.
 GY0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0305.See file dsdata.txt to determine how the superseded data were derived.
 GY0305
 GY0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB984682(NAD 83)
 GY0305_MARKER: DB = BENCH MARK DISK
 GY0305_SETTING: 66 = SET IN ROCK OUTCROP
 GY0305_SP_SET: ROCK CUT
 GY0305_STAMPING: V 145 1957
 GY0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0305+STABILITY: POSITION/ELEVATION WELL
 GY0305
 GY0305  HISTORY     - Date     Condition        Report By
 GY0305  HISTORY     - 1957     MONUMENTED       CGS
 GY0305
 GY0305                          STATION DESCRIPTION
 GY0305
 GY0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0305'0.6 MI SE FROM TAYLORSVILLE.
 GY0305'ABOUT 0.55 MILE SOUTHEAST ALONG RED JACKET ROAD FROM THE JUNCTION
 GY0305'OF U.S. HIGHWAY 119 AT TAYLORSVILLE, ABOUT 0.4 MILE NORTHWEST
 GY0305'OF THE TOP OF A MOUNTAIN, ON THE OUTSIDE AND AT NORTHEAST END OF
 GY0305'A SHARP HORSE-SHOE CURVE WITH TANGENTS EXTENDING NORTH AND
 GY0305'NORTHEAST, SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK CUT, 17
 GY0305'FEET SOUTHEAST OF CENTER LINE OF ROAD, 61 FEET NORTHEAST OF SOUTH
 GY0305'END OF A 2-FOOT STONE CULVERT FOR A RAVINE, AND 2 FEET ABOVE
 GY0305'GROUND AND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0661 ***********************************************************************
 HY0661  DESIGNATION -  V 146
 HY0661  PID         -  HY0661
 HY0661  STATE/COUNTY-  WV/WAYNE
 HY0661  USGS QUAD   -  WAYNE (1987)
 HY0661
 HY0661                         *CURRENT SURVEY CONTROL
 HY0661  ___________________________________________________________________
 HY0661* NAD 83(1986)-  38 11 42.     (N)    082 26 00.     (W)     SCALED    
 HY0661* NAVD 88     -       182.744  (meters)     599.55   (feet)  ADJUSTED  
 HY0661  ___________________________________________________________________
 HY0661  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HY0661  DYNAMIC HT  -         182.615 (meters)     599.13  (feet)  COMP
 HY0661  MODELED GRAV-     979,923.4   (mgal)                       NAVD 88
 HY0661
 HY0661  VERT ORDER  -  SECOND    CLASS 0
 HY0661
 HY0661.The horizontal coordinates were scaled from a topographic map and have
 HY0661.an estimated accuracy of +/- 6 seconds.
 HY0661
 HY0661.The orthometric height was determined by differential leveling
 HY0661.and adjusted by the National Geodetic Survey in June 1991..
 HY0661
 HY0661.The geoid height was determined by GEOID03.
 HY0661
 HY0661.The dynamic height is computed by dividing the NAVD 88
 HY0661.geopotential number by the normal gravity value computed on the
 HY0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0661.degrees latitude (g = 980.6199 gals.).
 HY0661
 HY0661.The modeled gravity was interpolated from observed gravity values.
 HY0661
 HY0661;                    North         East    Units  Estimated Accuracy
 HY0661;SPC WV S     -   133,600.      474,460.      MT  (+/- 180 meters Scaled)
 HY0661
 HY0661                          SUPERSEDED SURVEY CONTROL
 HY0661
 HY0661  NGVD 29 (??/??/92)  182.957  (m)          600.25   (f) ADJ UNCH    2 0
 HY0661
 HY0661.Superseded values are not recommended for survey control.
 HY0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0661.See file dsdata.txt to determine how the superseded data were derived.
 HY0661
 HY0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC744284(NAD 83)
 HY0661_MARKER: DB = BENCH MARK DISK
 HY0661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0661_SP_SET: CULVERT
 HY0661_STAMPING: V 146 1951
 HY0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0661
 HY0661  HISTORY     - Date     Condition        Report By
 HY0661  HISTORY     - 1957     MONUMENTED       CGS
 HY0661
 HY0661                          STATION DESCRIPTION
 HY0661
 HY0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0661'2 MI SE FROM WAYNE.
 HY0661'ABOUT 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 HY0661'OF U.S. HIGHWAY 52 IN THE SOUTH PART OF WAYNE, AT THE JUNCTION OF
 HY0661'A NARROW DIRT ROAD LEADING SOUTHEAST, ON THE OUTSIDE OF A CURVE
 HY0661'WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, OPPOSITE RAILROAD
 HY0661'BRIDGE NO. 774, IN THE TOP OF THE SOUTH END OF EAST HEAD WALL OF
 HY0661'A 6-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY, 31 FEET EAST OF
 HY0661'CENTER LINE OF HIGHWAY, 114 FEET SOUTH OF CENTER OF JUNCTION OF
 HY0661'DIRT ROAD, 1 FOOT NORTH OF SOUTH END OF HEAD WALL AND ABOUT 10
 HY0661'FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0685 ***********************************************************************
 HY0685  DESIGNATION -  V 147
 HY0685  PID         -  HY0685
 HY0685  STATE/COUNTY-  WV/LINCOLN
 HY0685  USGS QUAD   -  RANGER (1976)
 HY0685
 HY0685                         *CURRENT SURVEY CONTROL
 HY0685  ___________________________________________________________________
 HY0685* NAD 83(1986)-  38 05 16.     (N)    082 13 39.     (W)     SCALED    
 HY0685* NAVD 88     -       263.481  (meters)     864.44   (feet)  ADJUSTED  
 HY0685  ___________________________________________________________________
 HY0685  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HY0685  DYNAMIC HT  -         263.291 (meters)     863.81  (feet)  COMP
 HY0685  MODELED GRAV-     979,904.1   (mgal)                       NAVD 88
 HY0685
 HY0685  VERT ORDER  -  SECOND    CLASS 0
 HY0685
 HY0685.The horizontal coordinates were scaled from a topographic map and have
 HY0685.an estimated accuracy of +/- 6 seconds.
 HY0685
 HY0685.The orthometric height was determined by differential leveling
 HY0685.and adjusted by the National Geodetic Survey in June 1991..
 HY0685
 HY0685.The geoid height was determined by GEOID03.
 HY0685
 HY0685.The dynamic height is computed by dividing the NAVD 88
 HY0685.geopotential number by the normal gravity value computed on the
 HY0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0685.degrees latitude (g = 980.6199 gals.).
 HY0685
 HY0685.The modeled gravity was interpolated from observed gravity values.
 HY0685
 HY0685;                    North         East    Units  Estimated Accuracy
 HY0685;SPC WV S     -   121,440.      492,330.      MT  (+/- 180 meters Scaled)
 HY0685
 HY0685                          SUPERSEDED SURVEY CONTROL
 HY0685
 HY0685  NGVD 29 (??/??/92)  263.690  (m)          865.12   (f) ADJ UNCH    2 0
 HY0685
 HY0685.Superseded values are not recommended for survey control.
 HY0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0685.See file dsdata.txt to determine how the superseded data were derived.
 HY0685
 HY0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC923162(NAD 83)
 HY0685_MARKER: DB = BENCH MARK DISK
 HY0685_SETTING: 66 = SET IN ROCK OUTCROP
 HY0685_SP_SET: ROCK CUT
 HY0685_STAMPING: V 147 1957
 HY0685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0685+STABILITY: POSITION/ELEVATION WELL
 HY0685
 HY0685  HISTORY     - Date     Condition        Report By
 HY0685  HISTORY     - 1957     MONUMENTED       CGS
 HY0685
 HY0685                          STATION DESCRIPTION
 HY0685
 HY0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0685'1.8 MI SE FROM COVE GAP.
 HY0685'ABOUT 1.75 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE
 HY0685'CHURCH, SCHOOL AND ROAD JUNCTION AT COVE GAP, 0.6 MILE EAST OF
 HY0685'THE LINCOLN-WAYNE COUNTY LINE, SET VERTICALLY IN THE SOUTH FACE
 HY0685'OF A LONG LOW ROCK CUT, 18 FEET NORTH OF CENTER LINE OF
 HY0685'HIGHWAY, 135 FEET WEST OF EAST END OF CUT, AND 2 FEET ABOVE
 HY0685'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0360 ***********************************************************************
 GY0360  DESIGNATION -  V 148
 GY0360  PID         -  GY0360
 GY0360  STATE/COUNTY-  WV/WAYNE
 GY0360  USGS QUAD   -  WEBB (1989)
 GY0360
 GY0360                         *CURRENT SURVEY CONTROL
 GY0360  ___________________________________________________________________
 GY0360* NAD 83(1986)-  37 58 49.     (N)    082 24 09.     (W)     SCALED    
 GY0360* NAVD 88     -       217.180  (meters)     712.53   (feet)  ADJUSTED  
 GY0360  ___________________________________________________________________
 GY0360  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GY0360  DYNAMIC HT  -         217.022 (meters)     712.01  (feet)  COMP
 GY0360  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 GY0360
 GY0360  VERT ORDER  -  SECOND    CLASS 0
 GY0360
 GY0360.The horizontal coordinates were scaled from a topographic map and have
 GY0360.an estimated accuracy of +/- 6 seconds.
 GY0360
 GY0360.The orthometric height was determined by differential leveling
 GY0360.and adjusted by the National Geodetic Survey in June 1991..
 GY0360
 GY0360.The geoid height was determined by GEOID03.
 GY0360
 GY0360.The dynamic height is computed by dividing the NAVD 88
 GY0360.geopotential number by the normal gravity value computed on the
 GY0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0360.degrees latitude (g = 980.6199 gals.).
 GY0360
 GY0360.The modeled gravity was interpolated from observed gravity values.
 GY0360
 GY0360;                    North         East    Units  Estimated Accuracy
 GY0360;SPC WV S     -   109,730.      476,800.      MT  (+/- 180 meters Scaled)
 GY0360
 GY0360                          SUPERSEDED SURVEY CONTROL
 GY0360
 GY0360  NGVD 29 (??/??/92)  217.396  (m)          713.24   (f) ADJ UNCH    2 0
 GY0360
 GY0360.Superseded values are not recommended for survey control.
 GY0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0360.See file dsdata.txt to determine how the superseded data were derived.
 GY0360
 GY0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC768045(NAD 83)
 GY0360_MARKER: DB = BENCH MARK DISK
 GY0360_SETTING: 66 = SET IN ROCK OUTCROP
 GY0360_SP_SET: ROCK CUT
 GY0360_STAMPING: V 148 1957
 GY0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0360+STABILITY: POSITION/ELEVATION WELL
 GY0360
 GY0360  HISTORY     - Date     Condition        Report By
 GY0360  HISTORY     - 1957     MONUMENTED       CGS
 GY0360
 GY0360                          STATION DESCRIPTION
 GY0360
 GY0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0360'4.8 MI S FROM DUNLOW.
 GY0360'ABOUT 4.75 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 GY0360'DUNLOW, AT THE JUNCTION OF A DRIVE NORTHEAST TO A GROUP OF FIVE
 GY0360'HOUSES, AND A DRIVE SOUTHWEST TO A LOG HOUSE, SET VERTICALLY IN
 GY0360'THE NORTHEAST FACE OF A PROJECTION OF ROCK IN A CUT, 15 FEET
 GY0360'SOUTHWEST OF CENTER LINE OF HIGHWAY AT CENTER OF JUNCTION OF
 GY0360'DRIVE NORTHEAST, 66 FEET SOUTHEAST OF CENTER LINE OF DRIVE SOUTHWEST,
 GY0360'36 FEET SOUTHEAST OF NORTHWEST END OF CUT AND ABOUT 2 FEET ABOVE
 GY0360'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0736 ***********************************************************************
 HY0736  DESIGNATION -  V 149
 HY0736  PID         -  HY0736
 HY0736  STATE/COUNTY-  WV/WAYNE
 HY0736  USGS QUAD   -  RADNOR (1989)
 HY0736
 HY0736                         *CURRENT SURVEY CONTROL
 HY0736  ___________________________________________________________________
 HY0736* NAD 83(1986)-  38 02 09.     (N)    082 26 19.     (W)     SCALED    
 HY0736* NAVD 88     -       325.260  (meters)    1067.12   (feet)  ADJUSTED  
 HY0736  ___________________________________________________________________
 HY0736  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HY0736  DYNAMIC HT  -         325.028 (meters)    1066.36  (feet)  COMP
 HY0736  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 HY0736
 HY0736  VERT ORDER  -  SECOND    CLASS 0
 HY0736
 HY0736.The horizontal coordinates were scaled from a topographic map and have
 HY0736.an estimated accuracy of +/- 6 seconds.
 HY0736
 HY0736.The orthometric height was determined by differential leveling
 HY0736.and adjusted by the National Geodetic Survey in June 1991..
 HY0736
 HY0736.The geoid height was determined by GEOID03.
 HY0736
 HY0736.The dynamic height is computed by dividing the NAVD 88
 HY0736.geopotential number by the normal gravity value computed on the
 HY0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0736.degrees latitude (g = 980.6199 gals.).
 HY0736
 HY0736.The modeled gravity was interpolated from observed gravity values.
 HY0736
 HY0736;                    North         East    Units  Estimated Accuracy
 HY0736;SPC WV S     -   115,950.      473,720.      MT  (+/- 180 meters Scaled)
 HY0736
 HY0736                          SUPERSEDED SURVEY CONTROL
 HY0736
 HY0736  NGVD 29 (??/??/92)  325.477  (m)         1067.84   (f) ADJ UNCH    2 0
 HY0736
 HY0736.Superseded values are not recommended for survey control.
 HY0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0736.See file dsdata.txt to determine how the superseded data were derived.
 HY0736
 HY0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC737107(NAD 83)
 HY0736_MARKER: DB = BENCH MARK DISK
 HY0736_SETTING: 66 = SET IN ROCK OUTCROP
 HY0736_SP_SET: ROCK CUT
 HY0736_STAMPING: V 149 1957
 HY0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0736+STABILITY: POSITION/ELEVATION WELL
 HY0736
 HY0736  HISTORY     - Date     Condition        Report By
 HY0736  HISTORY     - 1957     MONUMENTED       CGS
 HY0736
 HY0736                          STATION DESCRIPTION
 HY0736
 HY0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0736'1.4 MI NW FROM DUNLOW.
 HY0736'ABOUT 1.4 MILES NORTHWEST ALONG A GRAVEL ROAD FROM BRIDGE OVER
 HY0736'WEST FORK OF TWELVEPOLE CREEK AND JUNCTION OF U.S. HIGHWAY 52
 HY0736'AT DUNLOW, ABOUT 117 YARDS SOUTH OF THE JUNCTION OF TWO SIDE
 HY0736'ROADS LEADING SOUTH AND SOUTHWEST AND BOTH JUNCTION AT SAME
 HY0736'POINT ON GRAVEL ROAD, SET VERTICALLY IN THE EAST FACE OF A ROCK
 HY0736'CUT AT ABOUT THE HIGHEST PART OF CUT, 19 FEET WEST OF CENTER
 HY0736'LINE OF ROAD, 2 FEET ABOVE GROUND AND ABOUT 6 FEET ABOVE LEVEL
 HY0736'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1969 ***********************************************************************
 HW1969  DESIGNATION -  V 15
 HW1969  PID         -  HW1969
 HW1969  STATE/COUNTY-  WV/RANDOLPH
 HW1969  USGS QUAD   -  MILL CREEK (1995)
 HW1969
 HW1969                         *CURRENT SURVEY CONTROL
 HW1969  ___________________________________________________________________
 HW1969* NAD 83(1986)-  38 40 11.     (N)    079 56 40.     (W)     SCALED    
 HW1969* NAVD 88     -       702.134  (meters)    2303.58   (feet)  ADJUSTED  
 HW1969  ___________________________________________________________________
 HW1969  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HW1969  DYNAMIC HT  -         701.601 (meters)    2301.84  (feet)  COMP
 HW1969  MODELED GRAV-     979,845.6   (mgal)                       NAVD 88
 HW1969
 HW1969  VERT ORDER  -  SECOND    CLASS 0
 HW1969
 HW1969.The horizontal coordinates were scaled from a topographic map and have
 HW1969.an estimated accuracy of +/- 6 seconds.
 HW1969
 HW1969.The orthometric height was determined by differential leveling
 HW1969.and adjusted by the National Geodetic Survey in June 1991..
 HW1969
 HW1969.The geoid height was determined by GEOID03.
 HW1969
 HW1969.The dynamic height is computed by dividing the NAVD 88
 HW1969.geopotential number by the normal gravity value computed on the
 HW1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1969.degrees latitude (g = 980.6199 gals.).
 HW1969
 HW1969.The modeled gravity was interpolated from observed gravity values.
 HW1969
 HW1969;                    North         East    Units  Estimated Accuracy
 HW1969;SPC WV S     -   185,850.      691,860.      MT  (+/- 180 meters Scaled)
 HW1969
 HW1969                          SUPERSEDED SURVEY CONTROL
 HW1969
 HW1969  NGVD 29 (??/??/92)  702.261  (m)         2304.00   (f) ADJ UNCH    2 0
 HW1969
 HW1969.Superseded values are not recommended for survey control.
 HW1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1969.See file dsdata.txt to determine how the superseded data were derived.
 HW1969
 HW1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC918806(NAD 83)
 HW1969_MARKER: DB = BENCH MARK DISK
 HW1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1969_STAMPING: V 15 1934
 HW1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1969+STABILITY: SURFACE MOTION
 HW1969
 HW1969  HISTORY     - Date     Condition        Report By
 HW1969  HISTORY     - 1934     MONUMENTED       CGS
 HW1969  HISTORY     - 1962     GOOD             NGS
 HW1969
 HW1969                          STATION DESCRIPTION
 HW1969
 HW1969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1969'4 MI SE FROM HUTTONSVILLE.
 HW1969'ABOUT 4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 HW1969'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, AT A
 HW1969'METHODIST CHURCH, 138.5 FEET WEST OF NORTHWEST CORNER OF CHURCH,
 HW1969'28 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 17 1/2 FEET
 HW1969'SOUTHEAST OF A TELEPHONE POLE, 3 FEET SOUTHWEST OF A FENCE, 1.5
 HW1969'FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 HW1969'LEVEL OF HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HW1969'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0334 ***********************************************************************
 GY0334  DESIGNATION -  V 150
 GY0334  PID         -  GY0334
 GY0334  STATE/COUNTY-  WV/MINGO
 GY0334  USGS QUAD   -  MYRTLE (1976)
 GY0334
 GY0334                         *CURRENT SURVEY CONTROL
 GY0334  ___________________________________________________________________
 GY0334* NAD 83(1986)-  37 50 30.     (N)    082 13 09.     (W)     SCALED    
 GY0334* NAVD 88     -       244.556  (meters)     802.35   (feet)  ADJUSTED  
 GY0334  ___________________________________________________________________
 GY0334  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GY0334  DYNAMIC HT  -         244.375 (meters)     801.75  (feet)  COMP
 GY0334  MODELED GRAV-     979,886.0   (mgal)                       NAVD 88
 GY0334
 GY0334  VERT ORDER  -  SECOND    CLASS 0
 GY0334
 GY0334.The horizontal coordinates were scaled from a topographic map and have
 GY0334.an estimated accuracy of +/- 6 seconds.
 GY0334
 GY0334.The orthometric height was determined by differential leveling
 GY0334.and adjusted by the National Geodetic Survey in June 1991..
 GY0334
 GY0334.The geoid height was determined by GEOID03.
 GY0334
 GY0334.The dynamic height is computed by dividing the NAVD 88
 GY0334.geopotential number by the normal gravity value computed on the
 GY0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0334.degrees latitude (g = 980.6199 gals.).
 GY0334
 GY0334.The modeled gravity was interpolated from observed gravity values.
 GY0334
 GY0334;                    North         East    Units  Estimated Accuracy
 GY0334;SPC WV S     -    94,120.      492,700.      MT  (+/- 180 meters Scaled)
 GY0334
 GY0334                          SUPERSEDED SURVEY CONTROL
 GY0334
 GY0334  NGVD 29 (??/??/92)  244.772  (m)          803.06   (f) ADJ UNCH    2 0
 GY0334
 GY0334.Superseded values are not recommended for survey control.
 GY0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0334.See file dsdata.txt to determine how the superseded data were derived.
 GY0334
 GY0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB927889(NAD 83)
 GY0334_MARKER: DB = BENCH MARK DISK
 GY0334_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY0334_STAMPING: V 150 1957
 GY0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0334
 GY0334  HISTORY     - Date     Condition        Report By
 GY0334  HISTORY     - 1957     MONUMENTED       CGS
 GY0334  HISTORY     - 20040625 MARK NOT FOUND   USACE
 GY0334
 GY0334                          STATION DESCRIPTION
 GY0334
 GY0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0334'6 MI NE FROM LENORE.
 GY0334'ABOUT 5.95 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GY0334'AND JUNCTION OF STATE HIGHWAY 65 AT LENORE, ON THE INSIDE AND
 GY0334'NEAR THE NORTH END OF A CURVE WITH TANGENTS EXTENDING NORTH AND
 GY0334'SOUTHWEST, SET VERTICALLY IN THE EAST FACE OF A ROCK ABOUT 50 BY
 GY0334'4 FEET HIGH WHICH IS PART OF A LONG CUT, 17 FEET WEST OF CENTER
 GY0334'LINE OF ROAD, 99 FEET SOUTHWEST AND ACROSS ROAD FROM THE SOUTH END
 GY0334'OF A 25-FOOT RETAINING WALL, 6 FEET SOUTH OF NORTH END OF ROCK
 GY0334'AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 GY0334
 GY0334                          STATION RECOVERY (2004)
 GY0334
 GY0334'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (SMP)
 GY0334'ROAD WIDENING OF MINGO COUNTY ROUTE 3/5 HAS APPARENTLY LED TO THE
 GY0334'DESTRUCTION OF THIS BM.  ROCK OUTCROP CALLED FOR HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0594 ***********************************************************************
 HY0594  DESIGNATION -  V 151
 HY0594  PID         -  HY0594
 HY0594  STATE/COUNTY-  WV/LINCOLN
 HY0594  USGS QUAD   -  HAMLIN (1989)
 HY0594
 HY0594                         *CURRENT SURVEY CONTROL
 HY0594  ___________________________________________________________________
 HY0594* NAD 83(1986)-  38 16 42.     (N)    082 04 12.     (W)     SCALED    
 HY0594* NAVD 88     -       192.954  (meters)     633.05   (feet)  ADJUSTED  
 HY0594  ___________________________________________________________________
 HY0594  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HY0594  DYNAMIC HT  -         192.819 (meters)     632.61  (feet)  COMP
 HY0594  MODELED GRAV-     979,922.5   (mgal)                       NAVD 88
 HY0594
 HY0594  VERT ORDER  -  SECOND    CLASS 0
 HY0594
 HY0594.The horizontal coordinates were scaled from a topographic map and have
 HY0594.an estimated accuracy of +/- 6 seconds.
 HY0594
 HY0594.The orthometric height was determined by differential leveling
 HY0594.and adjusted by the National Geodetic Survey in June 1991..
 HY0594
 HY0594.The geoid height was determined by GEOID03.
 HY0594
 HY0594.The dynamic height is computed by dividing the NAVD 88
 HY0594.geopotential number by the normal gravity value computed on the
 HY0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0594.degrees latitude (g = 980.6199 gals.).
 HY0594
 HY0594.The modeled gravity was interpolated from observed gravity values.
 HY0594
 HY0594;                    North         East    Units  Estimated Accuracy
 HY0594;SPC WV S     -   142,420.      506,380.      MT  (+/- 180 meters Scaled)
 HY0594
 HY0594                          SUPERSEDED SURVEY CONTROL
 HY0594
 HY0594  NGVD 29 (??/??/92)  193.160  (m)          633.73   (f) ADJ UNCH    2 0
 HY0594
 HY0594.Superseded values are not recommended for survey control.
 HY0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0594.See file dsdata.txt to determine how the superseded data were derived.
 HY0594
 HY0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC064372(NAD 83)
 HY0594_MARKER: DB = BENCH MARK DISK
 HY0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0594_SP_SET: CULVERT
 HY0594_STAMPING: V 151 1957
 HY0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0594
 HY0594  HISTORY     - Date     Condition        Report By
 HY0594  HISTORY     - 1957     MONUMENTED       CGS
 HY0594
 HY0594                          STATION DESCRIPTION
 HY0594
 HY0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0594'2.8 MI NW FROM SWEETLAND.
 HY0594'ABOUT 2.8 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 HY0594'AT SWEETLAND, 0.15 MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY
 HY0594'34, 57 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM POWER POLE
 HY0594'NUMBER 2221-26, 18 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HY0594'SET IN THE TOP OF THE EAST HEADWALL OF A 6-FOOT CONCRETE CULVERT
 HY0594'ACROSS MEADOW BRANCH, AND ABOUT LEVEL WITH THE ROAD.  NOTE-- MARK
 HY0594'IS 1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 HY0594'AT HAMLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0580 ***********************************************************************
 HY0580  DESIGNATION -  V 152
 HY0580  PID         -  HY0580
 HY0580  STATE/COUNTY-  WV/LINCOLN
 HY0580  USGS QUAD   -  HAGER (1962)
 HY0580
 HY0580                         *CURRENT SURVEY CONTROL
 HY0580  ___________________________________________________________________
 HY0580* NAD 83(1986)-  38 11 13.     (N)    082 00 31.     (W)     SCALED    
 HY0580* NAVD 88     -       303.621  (meters)     996.13   (feet)  ADJUSTED  
 HY0580  ___________________________________________________________________
 HY0580  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY0580  DYNAMIC HT  -         303.405 (meters)     995.42  (feet)  COMP
 HY0580  MODELED GRAV-     979,910.0   (mgal)                       NAVD 88
 HY0580
 HY0580  VERT ORDER  -  SECOND    CLASS 0
 HY0580
 HY0580.The horizontal coordinates were scaled from a topographic map and have
 HY0580.an estimated accuracy of +/- 6 seconds.
 HY0580
 HY0580.The orthometric height was determined by differential leveling
 HY0580.and adjusted by the National Geodetic Survey in June 1991..
 HY0580
 HY0580.The geoid height was determined by GEOID03.
 HY0580
 HY0580.The dynamic height is computed by dividing the NAVD 88
 HY0580.geopotential number by the normal gravity value computed on the
 HY0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0580.degrees latitude (g = 980.6199 gals.).
 HY0580
 HY0580.The modeled gravity was interpolated from observed gravity values.
 HY0580
 HY0580;                    North         East    Units  Estimated Accuracy
 HY0580;SPC WV S     -   132,220.      511,650.      MT  (+/- 180 meters Scaled)
 HY0580
 HY0580                          SUPERSEDED SURVEY CONTROL
 HY0580
 HY0580  NGVD 29 (??/??/92)  303.830  (m)          996.82   (f) ADJ UNCH    2 0
 HY0580
 HY0580.Superseded values are not recommended for survey control.
 HY0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0580.See file dsdata.txt to determine how the superseded data were derived.
 HY0580
 HY0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC116270(NAD 83)
 HY0580_MARKER: DB = BENCH MARK DISK
 HY0580_SETTING: 66 = SET IN ROCK OUTCROP
 HY0580_SP_SET: ROCK CUT
 HY0580_STAMPING: V 152 1957
 HY0580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0580+STABILITY: POSITION/ELEVATION WELL
 HY0580
 HY0580  HISTORY     - Date     Condition        Report By
 HY0580  HISTORY     - 1957     MONUMENTED       CGS
 HY0580
 HY0580                          STATION DESCRIPTION
 HY0580
 HY0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0580'4.6 MI S FROM GRIFFITHSVILLE.
 HY0580'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 HY0580'AT GRIFFITHSVILLE, THENCE 4.25 MILES SOUTH ALONG GRAVEL ROAD,
 HY0580'0.15 MILE SOUTHEAST OF THE TOP OF THE GRADE, 1.75 MILE NORTHEAST
 HY0580'OF PARSNER CREEK SCHOOL, 13 FEET EAST OF THE CENTER LINE OF THE
 HY0580'ROAD, SET VERTICALLY IN THE WEST FACE OF THE TOP LAYER OF ROCK
 HY0580'IN A ROCKY CUT 4 1/2 FEET ABOVE THE BOTTOM OF THE DITCH AND
 HY0580'3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0552 ***********************************************************************
 HY0552  DESIGNATION -  V 153
 HY0552  PID         -  HY0552
 HY0552  STATE/COUNTY-  WV/LINCOLN
 HY0552  USGS QUAD   -  BIG CREEK (1962)
 HY0552
 HY0552                         *CURRENT SURVEY CONTROL
 HY0552  ___________________________________________________________________
 HY0552* NAD 83(1986)-  38 02 34.     (N)    082 01 39.     (W)     SCALED    
 HY0552* NAVD 88     -       214.236  (meters)     702.87   (feet)  ADJUSTED  
 HY0552  ___________________________________________________________________
 HY0552  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HY0552  DYNAMIC HT  -         214.080 (meters)     702.36  (feet)  COMP
 HY0552  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 HY0552
 HY0552  VERT ORDER  -  SECOND    CLASS 0
 HY0552
 HY0552.The horizontal coordinates were scaled from a topographic map and have
 HY0552.an estimated accuracy of +/- 6 seconds.
 HY0552
 HY0552.The orthometric height was determined by differential leveling
 HY0552.and adjusted by the National Geodetic Survey in June 1991..
 HY0552
 HY0552.The geoid height was determined by GEOID03.
 HY0552
 HY0552.The dynamic height is computed by dividing the NAVD 88
 HY0552.geopotential number by the normal gravity value computed on the
 HY0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0552.degrees latitude (g = 980.6199 gals.).
 HY0552
 HY0552.The modeled gravity was interpolated from observed gravity values.
 HY0552
 HY0552;                    North         East    Units  Estimated Accuracy
 HY0552;SPC WV S     -   116,240.      509,810.      MT  (+/- 180 meters Scaled)
 HY0552
 HY0552                          SUPERSEDED SURVEY CONTROL
 HY0552
 HY0552  NGVD 29 (??/??/92)  214.448  (m)          703.57   (f) ADJ UNCH    2 0
 HY0552
 HY0552.Superseded values are not recommended for survey control.
 HY0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0552.See file dsdata.txt to determine how the superseded data were derived.
 HY0552
 HY0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC098110(NAD 83)
 HY0552_MARKER: DB = BENCH MARK DISK
 HY0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0552_SP_SET: ABUTMENT
 HY0552_STAMPING: V 153 1957
 HY0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0552
 HY0552  HISTORY     - Date     Condition        Report By
 HY0552  HISTORY     - 1957     MONUMENTED       CGS
 HY0552
 HY0552                          STATION DESCRIPTION
 HY0552
 HY0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0552'2.8 MI W FROM DOLLIE.
 HY0552'ABOUT 2.75 MILE WEST ALONG GRAVEL ROAD FROM THE SCHOOL AT
 HY0552'DOLLIE, 7 1/2 FEET EAST OF THE STEEL BANNISTER, ABOUT 60 YARDS
 HY0552'EAST OF THE CONFLUENCE OF BROAD BRANCH AND BIG UGLY CREEK, 18
 HY0552'FEET EAST OF THE CENTER LINE OF THE BRIDGE FLOOR, SET IN THE
 HY0552'TOP OF THE EAST END AND ONE STEP DOWN OF THE NORTH STONE MASONRY
 HY0552'ABUTMENT OF 15-FOOT CONCRETE BRIDGE ACROSS BROAD BRANCH, ABOUT
 HY0552'1 FOOT BELOW THE LEVEL OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0508 ***********************************************************************
 HY0508  DESIGNATION -  V 154
 HY0508  PID         -  HY0508
 HY0508  STATE/COUNTY-  WV/LINCOLN
 HY0508  USGS QUAD   -  RANGER (1976)
 HY0508
 HY0508                         *CURRENT SURVEY CONTROL
 HY0508  ___________________________________________________________________
 HY0508* NAD 83(1986)-  38 06 27.     (N)    082 09 37.     (W)     SCALED    
 HY0508* NAVD 88     -       187.506  (meters)     615.18   (feet)  ADJUSTED  
 HY0508  ___________________________________________________________________
 HY0508  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HY0508  DYNAMIC HT  -         187.371 (meters)     614.73  (feet)  COMP
 HY0508  MODELED GRAV-     979,907.6   (mgal)                       NAVD 88
 HY0508
 HY0508  VERT ORDER  -  SECOND    CLASS 0
 HY0508
 HY0508.The horizontal coordinates were scaled from a topographic map and have
 HY0508.an estimated accuracy of +/- 6 seconds.
 HY0508
 HY0508.The orthometric height was determined by differential leveling
 HY0508.and adjusted by the National Geodetic Survey in June 1991..
 HY0508
 HY0508.The geoid height was determined by GEOID03.
 HY0508
 HY0508.The dynamic height is computed by dividing the NAVD 88
 HY0508.geopotential number by the normal gravity value computed on the
 HY0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0508.degrees latitude (g = 980.6199 gals.).
 HY0508
 HY0508.The modeled gravity was interpolated from observed gravity values.
 HY0508
 HY0508;                    North         East    Units  Estimated Accuracy
 HY0508;SPC WV S     -   123,560.      498,250.      MT  (+/- 180 meters Scaled)
 HY0508
 HY0508                          SUPERSEDED SURVEY CONTROL
 HY0508
 HY0508  NGVD 29 (??/??/92)  187.720  (m)          615.88   (f) ADJ UNCH    2 0
 HY0508
 HY0508.Superseded values are not recommended for survey control.
 HY0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0508.See file dsdata.txt to determine how the superseded data were derived.
 HY0508
 HY0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC982183(NAD 83)
 HY0508_MARKER: DB = BENCH MARK DISK
 HY0508_SETTING: 66 = SET IN ROCK OUTCROP
 HY0508_SP_SET: BED ROCK
 HY0508_STAMPING: V 154 1957
 HY0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0508+STABILITY: POSITION/ELEVATION WELL
 HY0508
 HY0508  HISTORY     - Date     Condition        Report By
 HY0508  HISTORY     - 1957     MONUMENTED       CGS
 HY0508
 HY0508                          STATION DESCRIPTION
 HY0508
 HY0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0508'1.8 MI NW FROM LATTIN.
 HY0508'ABOUT 1.75 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0508'FROM THE STATION AT LATTIN, 382 YARDS SOUTHEAST OF MILE POLE
 HY0508'33, 77 FEET NORTH OF AND ACROSS THE TRACK FROM THE 8TH TELEPHONE
 HY0508'POLE SOUTHEAST OF MILE POLE 33, 77 FEET NORTH OF AND ACROSS THE
 HY0508'TRACK FROM THE 8TH TELEPHONE POLE SOUTHEAST OF MILE POST 33,
 HY0508'276 YARDS WEST OF SIGNAL NUMBER 334, 32 FEET NORTH OF THE NORTH
 HY0508'RAIL OF THE NORTH TRACK AND AT THE EAST END OF A CURVE WITH
 HY0508'TANGENTS TO THE EAST AND NORTHWEST, 77 FEET NORTH OF AND AT ABOUT
 HY0508'RIGHT ANGLES ACROSS THE TRACK FROM THE 6TH TELEPHONE POLE WEST
 HY0508'OF SIGNAL 333, 26 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 1403
 HY0508'AT WHICH TELEPHONE LINE TURNS TO THE NORTHWEST AND UPHILL, 30
 HY0508'FEET NORTHWEST OF THE NORTH END OF A 15-INCH CAST IRON PIPE CULVERT
 HY0508'UNDER THE TRACKS, SET IN THE TOP OF A 2 1/2 BY 5 FOOT IMBEDDED ROCK,
 HY0508'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0400 ***********************************************************************
 GY0400  DESIGNATION -  V 155
 GY0400  PID         -  GY0400
 GY0400  STATE/COUNTY-  WV/LOGAN
 GY0400  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0400
 GY0400                         *CURRENT SURVEY CONTROL
 GY0400  ___________________________________________________________________
 GY0400* NAD 83(1986)-  37 53 50.     (N)    082 06 05.     (W)     SCALED    
 GY0400* NAVD 88     -       304.824  (meters)    1000.08   (feet)  ADJUSTED  
 GY0400  ___________________________________________________________________
 GY0400  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GY0400  DYNAMIC HT  -         304.599 (meters)     999.34  (feet)  COMP
 GY0400  MODELED GRAV-     979,883.2   (mgal)                       NAVD 88
 GY0400
 GY0400  VERT ORDER  -  SECOND    CLASS 0
 GY0400
 GY0400.The horizontal coordinates were scaled from a topographic map and have
 GY0400.an estimated accuracy of +/- 6 seconds.
 GY0400
 GY0400.The orthometric height was determined by differential leveling
 GY0400.and adjusted by the National Geodetic Survey in June 1991..
 GY0400
 GY0400.The geoid height was determined by GEOID03.
 GY0400
 GY0400.The dynamic height is computed by dividing the NAVD 88
 GY0400.geopotential number by the normal gravity value computed on the
 GY0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0400.degrees latitude (g = 980.6199 gals.).
 GY0400
 GY0400.The modeled gravity was interpolated from observed gravity values.
 GY0400
 GY0400;                    North         East    Units  Estimated Accuracy
 GY0400;SPC WV S     -   100,160.      503,140.      MT  (+/- 180 meters Scaled)
 GY0400
 GY0400                          SUPERSEDED SURVEY CONTROL
 GY0400
 GY0400  NGVD 29 (??/??/92)  305.035  (m)         1000.77   (f) ADJ UNCH    2 0
 GY0400
 GY0400.Superseded values are not recommended for survey control.
 GY0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0400.See file dsdata.txt to determine how the superseded data were derived.
 GY0400
 GY0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB031949(NAD 83)
 GY0400_MARKER: DB = BENCH MARK DISK
 GY0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0400_STAMPING: V 155 1957
 GY0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0400+STABILITY: SURFACE MOTION
 GY0400
 GY0400  HISTORY     - Date     Condition        Report By
 GY0400  HISTORY     - 1957     MONUMENTED       CGS
 GY0400
 GY0400                          STATION DESCRIPTION
 GY0400
 GY0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0400'5.4 MI NW FROM SHEGON.
 GY0400'ABOUT 2.4 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM MUD FORK
 GY0400'BAPTIST CHURCH AT SHEGON, THENCE ABOUT 2.25 MILES NORTH ALONG
 GY0400'A ROAD TO THE TOP OF A GRADE AND GAP, THENCE ABOUT 0.75 MILE
 GY0400'NORTHEAST AND DOWN HILL ALONG A ROAD LEADING TO CONLEY SCHOOL
 GY0400'AND INTO SMOKEHOUSE FORK, 56 1/2 FEET NORTHEAST OF JUNCTION OF
 GY0400'A ROAD LEADING WEST-SOUTHWEST THRU CREEK BRANCH TO A FARM
 GY0400'HOUSE, 16 FEET NORTHWEST OF CENTER LINE OF ROAD, ON THE OUTSIDE
 GY0400'OF A CURVE, 3 FEET NORTHWEST OF POWER POLE NO. 682-D 18, 13 FEET
 GY0400'SOUTHWEST OF CENTER OF A PARKING AREA ON NORTHWEST SIDE OF ROAD,
 GY0400'1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 GY0400'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2220 ***********************************************************************
 HX2220  DESIGNATION -  V 156
 HX2220  PID         -  HX2220
 HX2220  STATE/COUNTY-  WV/LINCOLN
 HX2220  USGS QUAD   -  MUD (1976)
 HX2220
 HX2220                         *CURRENT SURVEY CONTROL
 HX2220  ___________________________________________________________________
 HX2220* NAD 83(1986)-  38 02 03.     (N)    081 57 11.     (W)     SCALED    
 HX2220* NAVD 88     -       276.798  (meters)     908.13   (feet)  ADJUSTED  
 HX2220  ___________________________________________________________________
 HX2220  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HX2220  DYNAMIC HT  -         276.598 (meters)     907.47  (feet)  COMP
 HX2220  MODELED GRAV-     979,900.0   (mgal)                       NAVD 88
 HX2220
 HX2220  VERT ORDER  -  SECOND    CLASS 0
 HX2220
 HX2220.The horizontal coordinates were scaled from a topographic map and have
 HX2220.an estimated accuracy of +/- 6 seconds.
 HX2220
 HX2220.The orthometric height was determined by differential leveling
 HX2220.and adjusted by the National Geodetic Survey in June 1991..
 HX2220
 HX2220.The geoid height was determined by GEOID03.
 HX2220
 HX2220.The dynamic height is computed by dividing the NAVD 88
 HX2220.geopotential number by the normal gravity value computed on the
 HX2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2220.degrees latitude (g = 980.6199 gals.).
 HX2220
 HX2220.The modeled gravity was interpolated from observed gravity values.
 HX2220
 HX2220;                    North         East    Units  Estimated Accuracy
 HX2220;SPC WV S     -   115,210.      516,340.      MT  (+/- 180 meters Scaled)
 HX2220
 HX2220                          SUPERSEDED SURVEY CONTROL
 HX2220
 HX2220  NGVD 29 (??/??/92)  277.008  (m)          908.82   (f) ADJ UNCH    2 0
 HX2220
 HX2220.Superseded values are not recommended for survey control.
 HX2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2220.See file dsdata.txt to determine how the superseded data were derived.
 HX2220
 HX2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC163100(NAD 83)
 HX2220_MARKER: DB = BENCH MARK DISK
 HX2220_SETTING: 66 = SET IN ROCK OUTCROP
 HX2220_SP_SET: ROCK CUT
 HX2220_STAMPING: V 156 1957
 HX2220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2220+STABILITY: POSITION/ELEVATION WELL
 HX2220
 HX2220  HISTORY     - Date     Condition        Report By
 HX2220  HISTORY     - 1957     MONUMENTED       CGS
 HX2220
 HX2220                          STATION DESCRIPTION
 HX2220
 HX2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2220'2.4 MI SSW FROM DOLLIE.
 HX2220'ABOUT 2.45 MILE SOUTH-SOUTHEAST ALONG GRAVEL ROAD FROM THE SCHOOL
 HX2220'AT DOLLIE, 0.2 MILE EAST OF THE JUNCTION OF SMALL ROAD LEADING
 HX2220'SOUTHEAST INTO TRACE BRANCH, 5 1/2 FEET NORTHWEST OF THE
 HX2220'NORTH END OF A 24-INCH CORRUGATED PIPE CULVERT UNDER THE ROAD,
 HX2220'18 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET VERTICALLY
 HX2220'IN THE SOUTH FACE OF THE CENTER LAYER OF ROCK IN A 9 FOOT
 HX2220'HIGH ROCK CUT, ABOUT 6 FEET ABOVE THE BOTTOM OF THE DITCH AND
 HX2220'3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2501 ***********************************************************************
 GX2501  DESIGNATION -  V 157
 GX2501  PID         -  GX2501
 GX2501  STATE/COUNTY-  WV/BOONE
 GX2501  USGS QUAD   -  CLOTHIER (1989)
 GX2501
 GX2501                         *CURRENT SURVEY CONTROL
 GX2501  ___________________________________________________________________
 GX2501* NAD 83(1986)-  37 57 01.     (N)    081 51 32.     (W)     SCALED    
 GX2501* NAVD 88     -       260.211  (meters)     853.71   (feet)  ADJUSTED  
 GX2501  ___________________________________________________________________
 GX2501  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GX2501  DYNAMIC HT  -         260.020 (meters)     853.08  (feet)  COMP
 GX2501  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 GX2501
 GX2501  VERT ORDER  -  SECOND    CLASS 0
 GX2501
 GX2501.The horizontal coordinates were scaled from a topographic map and have
 GX2501.an estimated accuracy of +/- 6 seconds.
 GX2501
 GX2501.The orthometric height was determined by differential leveling
 GX2501.and adjusted by the National Geodetic Survey in June 1991..
 GX2501
 GX2501.The geoid height was determined by GEOID03.
 GX2501
 GX2501.The dynamic height is computed by dividing the NAVD 88
 GX2501.geopotential number by the normal gravity value computed on the
 GX2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2501.degrees latitude (g = 980.6199 gals.).
 GX2501
 GX2501.The modeled gravity was interpolated from observed gravity values.
 GX2501
 GX2501;                    North         East    Units  Estimated Accuracy
 GX2501;SPC WV S     -   105,820.      524,520.      MT  (+/- 180 meters Scaled)
 GX2501
 GX2501                          SUPERSEDED SURVEY CONTROL
 GX2501
 GX2501  NGVD 29 (??/??/92)  260.420  (m)          854.39   (f) ADJ UNCH    2 0
 GX2501
 GX2501.Superseded values are not recommended for survey control.
 GX2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2501.See file dsdata.txt to determine how the superseded data were derived.
 GX2501
 GX2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC245006(NAD 83)
 GX2501_MARKER: DB = BENCH MARK DISK
 GX2501_SETTING: 66 = SET IN ROCK OUTCROP
 GX2501_SP_SET: CLIFF
 GX2501_STAMPING: V 157 1957
 GX2501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2501+STABILITY: POSITION/ELEVATION WELL
 GX2501
 GX2501  HISTORY     - Date     Condition        Report By
 GX2501  HISTORY     - 1957     MONUMENTED       CGS
 GX2501  HISTORY     - 1973     GOOD             LOCENG
 GX2501
 GX2501                          STATION DESCRIPTION
 GX2501
 GX2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2501'2.4 MI NE FROM LAKE.
 GX2501'ABOUT 2.4 MILE NORTHEAST ALONG HEWETT ROAD (BLACKTOP) FROM THE
 GX2501'SCHOOL AT LAKE, 0.2 MILE NORTHEAST OF THE BOONE-LOGAN COUNTY
 GX2501'LINE, 95 FEET NORTHWEST OF AND ACROSS HEWETT CREEK FROM THE
 GX2501'CENTER LINE OF THE ROAD, 88 1/2 FEET NORTHWEST OF AND ACROSS
 GX2501'HEWETT CREEK FROM THE NORTH CORNER OF BRIDGE ACROSS THE CREEK,
 GX2501'SET VERTICALLY IN THE SOUTHEAST FACE OF A 6 FOOT LAYER OF ROCK
 GX2501'AT THE BOTTOM OF CLIFF, ABOUT 3 FEET ABOVE THE GROUND AND 1
 GX2501'FOOT ABOVE THE LEVEL OF THE ROAD.  NOTE-- MARK MAY BE REACHED
 GX2501'FROM JEFFERY BY GOING SOUTHWEST FOR 2.95 MILE ALONG HEWETT ROAD
 GX2501'(BLACKTOP) FROM ITS JUNCTION WITH U.S. 119 AT JEFFERY.
 GX2501
 GX2501                          STATION RECOVERY (1973)
 GX2501
 GX2501'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0345 ***********************************************************************
 GY0345  DESIGNATION -  V 158
 GY0345  PID         -  GY0345
 GY0345  STATE/COUNTY-  WV/MINGO
 GY0345  USGS QUAD   -  WILSONDALE (1981)
 GY0345
 GY0345                         *CURRENT SURVEY CONTROL
 GY0345  ___________________________________________________________________
 GY0345* NAD 83(1986)-  37 53 15.     (N)    082 20 04.     (W)     SCALED    
 GY0345* NAVD 88     -       234.691  (meters)     769.98   (feet)  ADJUSTED  
 GY0345  ___________________________________________________________________
 GY0345  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GY0345  DYNAMIC HT  -         234.519 (meters)     769.42  (feet)  COMP
 GY0345  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 GY0345
 GY0345  VERT ORDER  -  SECOND    CLASS 0
 GY0345
 GY0345.The horizontal coordinates were scaled from a topographic map and have
 GY0345.an estimated accuracy of +/- 6 seconds.
 GY0345
 GY0345.The orthometric height was determined by differential leveling
 GY0345.and adjusted by the National Geodetic Survey in June 1991..
 GY0345
 GY0345.The geoid height was determined by GEOID03.
 GY0345
 GY0345.The dynamic height is computed by dividing the NAVD 88
 GY0345.geopotential number by the normal gravity value computed on the
 GY0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0345.degrees latitude (g = 980.6199 gals.).
 GY0345
 GY0345.The modeled gravity was interpolated from observed gravity values.
 GY0345
 GY0345;                    North         East    Units  Estimated Accuracy
 GY0345;SPC WV S     -    99,350.      482,630.      MT  (+/- 180 meters Scaled)
 GY0345
 GY0345                          SUPERSEDED SURVEY CONTROL
 GY0345
 GY0345  NGVD 29 (??/??/92)  234.904  (m)          770.68   (f) ADJ UNCH    2 0
 GY0345
 GY0345.Superseded values are not recommended for survey control.
 GY0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0345.See file dsdata.txt to determine how the superseded data were derived.
 GY0345
 GY0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB826941(NAD 83)
 GY0345_MARKER: DB = BENCH MARK DISK
 GY0345_SETTING: 66 = SET IN ROCK OUTCROP
 GY0345_SP_SET: ROCK CUT
 GY0345_STAMPING: V 158 1957
 GY0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0345+STABILITY: POSITION/ELEVATION WELL
 GY0345
 GY0345  HISTORY     - Date     Condition        Report By
 GY0345  HISTORY     - 1957     MONUMENTED       CGS
 GY0345
 GY0345                          STATION DESCRIPTION
 GY0345
 GY0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0345'3.7 MI NE FROM SELWYN.
 GY0345'ABOUT 0.15 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GY0345'AT SELWYN, THENCE ABOUT 2.8 MILES NORTHEAST ALONG A GRAVEL ROAD,
 GY0345'THENCE ABOUT 0.75 MILE EAST ALONG JENNIE CREEK ROAD, ABOUT 102
 GY0345'YARDS SOUTHWEST OF JUNCTION OF A DRIVE SOUTHEAST TO A LARGE BRICK
 GY0345'SCHOOL, SET VERTICALLY IN THE SOUTHEAST FACE OF A LARGE ROCK CUT,
 GY0345'17 FEET NORTHWEST OF CENTER LINE OF ROAD, 73 FEET NORTHEAST OF
 GY0345'CENTER OF JUNCTION OF A DRIVE SOUTHEAST TO A SMALL STORE AND A
 GY0345'HOUSE WITH A STONE CHIMNEY, ABOUT 3 FEET ABOVE GROUND AND ABOUT
 GY0345'3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0751 ***********************************************************************
 HY0751  DESIGNATION -  V 159
 HY0751  PID         -  HY0751
 HY0751  STATE/COUNTY-  WV/WAYNE
 HY0751  USGS QUAD   -  KIAHSVILLE (1975)
 HY0751
 HY0751                         *CURRENT SURVEY CONTROL
 HY0751  ___________________________________________________________________
 HY0751* NAD 83(1986)-  38 03 47.     (N)    082 18 18.     (W)     SCALED    
 HY0751* NAVD 88     -       214.085  (meters)     702.38   (feet)  ADJUSTED  
 HY0751  ___________________________________________________________________
 HY0751  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HY0751  DYNAMIC HT  -         213.930 (meters)     701.87  (feet)  COMP
 HY0751  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 HY0751
 HY0751  VERT ORDER  -  SECOND    CLASS 0
 HY0751
 HY0751.The horizontal coordinates were scaled from a topographic map and have
 HY0751.an estimated accuracy of +/- 6 seconds.
 HY0751
 HY0751.The orthometric height was determined by differential leveling
 HY0751.and adjusted by the National Geodetic Survey in June 1991..
 HY0751
 HY0751.The geoid height was determined by GEOID03.
 HY0751
 HY0751.The dynamic height is computed by dividing the NAVD 88
 HY0751.geopotential number by the normal gravity value computed on the
 HY0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0751.degrees latitude (g = 980.6199 gals.).
 HY0751
 HY0751.The modeled gravity was interpolated from observed gravity values.
 HY0751
 HY0751;                    North         East    Units  Estimated Accuracy
 HY0751;SPC WV S     -   118,790.      485,490.      MT  (+/- 180 meters Scaled)
 HY0751
 HY0751                          SUPERSEDED SURVEY CONTROL
 HY0751
 HY0751  NGVD 29 (??/??/92)  214.297  (m)          703.07   (f) ADJ UNCH    2 0
 HY0751
 HY0751.Superseded values are not recommended for survey control.
 HY0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0751.See file dsdata.txt to determine how the superseded data were derived.
 HY0751
 HY0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC855136(NAD 83)
 HY0751_MARKER: DB = BENCH MARK DISK
 HY0751_SETTING: 80 = SET IN A BOULDER
 HY0751_SP_SET: BOULDER
 HY0751_STAMPING: V 159 1957
 HY0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0751+STABILITY: SURFACE MOTION
 HY0751
 HY0751  HISTORY     - Date     Condition        Report By
 HY0751  HISTORY     - 1957     MONUMENTED       CGS
 HY0751
 HY0751                          STATION DESCRIPTION
 HY0751
 HY0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0751'8.8 MI SW FROM COVE GAP.
 HY0751'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE CHURCH,
 HY0751'SCHOOL AND ROAD JUNCTION OF COVE GAP, THENCE ABOUT 4.7 MILES
 HY0751'SOUTHEAST ALONG ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK,
 HY0751'0.65 MILE SOUTH OF JUNCTION OF KIAH CREEK ROAD LEADING SOUTHEAST,
 HY0751'0.6 MILE SOUTH OF A 75-FOOT BRIDGE OVER KIAH CREEK, AT THE
 HY0751'JUNCTION OF A NARROW ROAD SOUTHWEST, IN THE TOP OF THE EAST
 HY0751'END OF A SLOPING BOULDER ABOUT 25 FEET LONG, 8 FEET WIDE AND
 HY0751'1 1/2 FEET HIGH THAT IS IN THE NORTH BANK OF A SMALL RAVINE,
 HY0751'32 FEET WEST OF CENTER LINE OF ROAD, 48 FEET NORTHWEST OF CENTER
 HY0751'OF JUNCTION OF ROAD, 2 1/2 FEET WEST OF EAST END OF ROCK AND
 HY0751'ABOUT 12 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1413 ***********************************************************************
 HW1413  DESIGNATION -  V 16
 HW1413  PID         -  HW1413
 HW1413  STATE/COUNTY-  WV/PENDLETON
 HW1413  USGS QUAD   -  CIRCLEVILLE (1995)
 HW1413
 HW1413                         *CURRENT SURVEY CONTROL
 HW1413  ___________________________________________________________________
 HW1413* NAD 83(1986)-  38 42 13.     (N)    079 26 08.     (W)     SCALED    
 HW1413* NAVD 88     -       828.363  (meters)    2717.72   (feet)  ADJUSTED  
 HW1413  ___________________________________________________________________
 HW1413  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HW1413  DYNAMIC HT  -         827.764 (meters)    2715.76  (feet)  COMP
 HW1413  MODELED GRAV-     979,875.0   (mgal)                       NAVD 88
 HW1413
 HW1413  VERT ORDER  -  SECOND    CLASS 0
 HW1413
 HW1413.The horizontal coordinates were scaled from a topographic map and have
 HW1413.an estimated accuracy of +/- 6 seconds.
 HW1413
 HW1413.The orthometric height was determined by differential leveling
 HW1413.and adjusted by the National Geodetic Survey in June 1991..
 HW1413
 HW1413.The geoid height was determined by GEOID03.
 HW1413
 HW1413.The dynamic height is computed by dividing the NAVD 88
 HW1413.geopotential number by the normal gravity value computed on the
 HW1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1413.degrees latitude (g = 980.6199 gals.).
 HW1413
 HW1413.The modeled gravity was interpolated from observed gravity values.
 HW1413
 HW1413;                    North         East    Units  Estimated Accuracy
 HW1413;SPC WV S     -   190,240.      736,080.      MT  (+/- 180 meters Scaled)
 HW1413
 HW1413                          SUPERSEDED SURVEY CONTROL
 HW1413
 HW1413  NGVD 29 (??/??/92)  828.503  (m)         2718.18   (f) ADJ UNCH    2 0
 HW1413
 HW1413.Superseded values are not recommended for survey control.
 HW1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1413.See file dsdata.txt to determine how the superseded data were derived.
 HW1413
 HW1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC360850(NAD 83)
 HW1413_MARKER: DB = BENCH MARK DISK
 HW1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1413_STAMPING: V 16 1934
 HW1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1413+STABILITY: SURFACE MOTION
 HW1413
 HW1413  HISTORY     - Date     Condition        Report By
 HW1413  HISTORY     - 1934     MONUMENTED       CGS
 HW1413  HISTORY     - 1954     MARK NOT FOUND   USE
 HW1413
 HW1413                          STATION DESCRIPTION
 HW1413
 HW1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1413'5.8 MI SE FROM RIVERTON.
 HW1413'5.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM RIVERTON, PENDLETON
 HW1413'COUNTY, 70 FEET NORTH OF A CURVE SIGN, 7 YARDS WEST OF THE
 HW1413'CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A FENCE LINE, AND
 HW1413'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED V 16 1934 AND
 HW1413'SET IN THE TOP OF CONCRETE POST.
 HW1413
 HW1413                          STATION RECOVERY (1954)
 HW1413
 HW1413'RECOVERY NOTE BY US ENGINEERS 1954
 HW1413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0372 ***********************************************************************
 GY0372  DESIGNATION -  V 160
 GY0372  PID         -  GY0372
 GY0372  STATE/COUNTY-  WV/LINCOLN
 GY0372  USGS QUAD   -  TRACE (1976)
 GY0372
 GY0372                         *CURRENT SURVEY CONTROL
 GY0372  ___________________________________________________________________
 GY0372* NAD 83(1986)-  37 58 44.     (N)    082 11 25.     (W)     SCALED    
 GY0372* NAVD 88     -       357.246  (meters)    1172.06   (feet)  ADJUSTED  
 GY0372  ___________________________________________________________________
 GY0372  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GY0372  DYNAMIC HT  -         356.987 (meters)    1171.21  (feet)  COMP
 GY0372  MODELED GRAV-     979,893.3   (mgal)                       NAVD 88
 GY0372
 GY0372  VERT ORDER  -  SECOND    CLASS 0
 GY0372
 GY0372.The horizontal coordinates were scaled from a topographic map and have
 GY0372.an estimated accuracy of +/- 6 seconds.
 GY0372
 GY0372.The orthometric height was determined by differential leveling
 GY0372.and adjusted by the National Geodetic Survey in June 1991..
 GY0372
 GY0372.The geoid height was determined by GEOID03.
 GY0372
 GY0372.The dynamic height is computed by dividing the NAVD 88
 GY0372.geopotential number by the normal gravity value computed on the
 GY0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0372.degrees latitude (g = 980.6199 gals.).
 GY0372
 GY0372.The modeled gravity was interpolated from observed gravity values.
 GY0372
 GY0372;                    North         East    Units  Estimated Accuracy
 GY0372;SPC WV S     -   109,320.      495,440.      MT  (+/- 180 meters Scaled)
 GY0372
 GY0372                          SUPERSEDED SURVEY CONTROL
 GY0372
 GY0372  NGVD 29 (??/??/92)  357.462  (m)         1172.77   (f) ADJ UNCH    2 0
 GY0372
 GY0372.Superseded values are not recommended for survey control.
 GY0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0372.See file dsdata.txt to determine how the superseded data were derived.
 GY0372
 GY0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC954041(NAD 83)
 GY0372_MARKER: DB = BENCH MARK DISK
 GY0372_SETTING: 66 = SET IN ROCK OUTCROP
 GY0372_SP_SET: ROCK OUTCROP
 GY0372_STAMPING: V 160 1957
 GY0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0372+STABILITY: POSITION/ELEVATION WELL
 GY0372
 GY0372  HISTORY     - Date     Condition        Report By
 GY0372  HISTORY     - 1957     MONUMENTED       CGS
 GY0372
 GY0372                          STATION DESCRIPTION
 GY0372
 GY0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0372'8.6 MI SW FROM HART.
 GY0372'ABOUT 5.3 MILES SOUTH ALONG HART CREEK ROAD FROM THE HIGH
 GY0372'SCHOOL AT HART, THENCE ABOUT 2.15 MILES WEST ALONG A ROAD
 GY0372'FOLLOWING TRACE FORK, THENCE ABOUT 1.15 MILES NORTH AND NORTHWEST
 GY0372'ALONG A ROUGH MOUNTAIN ROAD LEADING INTO KIAH CREEK, AT A ROAD
 GY0372'JUNCTION ABOUT 0.5 MILE NORTHWEST OF THE LINCOLN-LOGAN
 GY0372'COUNTY LINE, ABOUT 0.4 MILE ACROSS COUNTRY FROM A POINT WHERE
 GY0372'THE LINCOLN, LOGAN AND MINGO COUNTIES BORDER, SET IN THE TOP
 GY0372'OF THE NORTH EDGE OF A FLAT ROCK OUTCROP, 37 FEET NORTH OF
 GY0372'CENTER LINE OF ROAD EAST, 19 FEET EAST OF CENTER LINE OF ROAD
 GY0372'NORTH AND ABOUT 4 FEET ABOVE LEVEL OF ROAD NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2167 ***********************************************************************
 GX2167  DESIGNATION -  V 161
 GX2167  PID         -  GX2167
 GX2167  STATE/COUNTY-  WV/MINGO
 GX2167  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2167
 GX2167                         *CURRENT SURVEY CONTROL
 GX2167  ___________________________________________________________________
 GX2167* NAD 83(1986)-  37 37 29.     (N)    081 53 38.     (W)     SCALED    
 GX2167* NAVD 88     -       275.012  (meters)     902.27   (feet)  ADJUSTED  
 GX2167  ___________________________________________________________________
 GX2167  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GX2167  DYNAMIC HT  -         274.801 (meters)     901.58  (feet)  COMP
 GX2167  MODELED GRAV-     979,856.3   (mgal)                       NAVD 88
 GX2167
 GX2167  VERT ORDER  -  SECOND    CLASS 0
 GX2167
 GX2167.The horizontal coordinates were scaled from a topographic map and have
 GX2167.an estimated accuracy of +/- 6 seconds.
 GX2167
 GX2167.The orthometric height was determined by differential leveling
 GX2167.and adjusted by the National Geodetic Survey in June 1991..
 GX2167
 GX2167.The geoid height was determined by GEOID03.
 GX2167
 GX2167.The dynamic height is computed by dividing the NAVD 88
 GX2167.geopotential number by the normal gravity value computed on the
 GX2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2167.degrees latitude (g = 980.6199 gals.).
 GX2167
 GX2167.The modeled gravity was interpolated from observed gravity values.
 GX2167
 GX2167;                    North         East    Units  Estimated Accuracy
 GX2167;SPC WV S     -    69,720.      521,090.      MT  (+/- 180 meters Scaled)
 GX2167
 GX2167                          SUPERSEDED SURVEY CONTROL
 GX2167
 GX2167  NGVD 29 (??/??/92)  275.216  (m)          902.94   (f) ADJ UNCH    2 0
 GX2167
 GX2167.Superseded values are not recommended for survey control.
 GX2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2167.See file dsdata.txt to determine how the superseded data were derived.
 GX2167
 GX2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB211645(NAD 83)
 GX2167_MARKER: DB = BENCH MARK DISK
 GX2167_SETTING: 66 = SET IN ROCK OUTCROP
 GX2167_SP_SET: ROCK LEDGE
 GX2167_STAMPING: V 161 1957
 GX2167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2167+STABILITY: POSITION/ELEVATION WELL
 GX2167
 GX2167  HISTORY     - Date     Condition        Report By
 GX2167  HISTORY     - 1957     MONUMENTED       CGS
 GX2167
 GX2167                          STATION DESCRIPTION
 GX2167
 GX2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2167'2.6 MI W FROM GILBERT.
 GX2167'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF
 GX2167'STATE HIGHWAY 80 AT GILBERT, ABOUT 1.2 MILES EAST OF A 30-FOOT
 GX2167'BRIDGE OVER BROWNING CREEK, AT THE JUNCTION OF A DIRT ROAD
 GX2167'NORTHEAST, SET IN THE TOP OF A LOW FLAT ROCK LEDGE, 17 FEET
 GX2167'NORTHEAST OF CENTER LINE OF HIGHWAY, 23 FEET NORTHWEST OF NORTH
 GX2167'CORNER OF A 20-FOOT CONCRETE BRIDGE, 52 FEET EAST AND ACROSS
 GX2167'HIGHWAY FROM THE EAST CORNER OF A DUG WELL, 1 FOOT EAST OF WEST
 GX2167'EDGE OF LEDGE AND 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2403 ***********************************************************************
 GX2403  DESIGNATION -  V 162
 GX2403  PID         -  GX2403
 GX2403  STATE/COUNTY-  WV/MINGO
 GX2403  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2403
 GX2403                         *CURRENT SURVEY CONTROL
 GX2403  ___________________________________________________________________
 GX2403* NAD 83(1986)-  37 36 44.     (N)    081 54 17.     (W)     SCALED    
 GX2403* NAVD 88     -       282.483  (meters)     926.78   (feet)  ADJUSTED  
 GX2403  ___________________________________________________________________
 GX2403  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GX2403  DYNAMIC HT  -         282.266 (meters)     926.07  (feet)  COMP
 GX2403  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 GX2403
 GX2403  VERT ORDER  -  SECOND    CLASS 0
 GX2403
 GX2403.The horizontal coordinates were scaled from a topographic map and have
 GX2403.an estimated accuracy of +/- 6 seconds.
 GX2403
 GX2403.The orthometric height was determined by differential leveling
 GX2403.and adjusted by the National Geodetic Survey in June 1991..
 GX2403
 GX2403.The geoid height was determined by GEOID03.
 GX2403
 GX2403.The dynamic height is computed by dividing the NAVD 88
 GX2403.geopotential number by the normal gravity value computed on the
 GX2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2403.degrees latitude (g = 980.6199 gals.).
 GX2403
 GX2403.The modeled gravity was interpolated from observed gravity values.
 GX2403
 GX2403;                    North         East    Units  Estimated Accuracy
 GX2403;SPC WV S     -    68,340.      520,120.      MT  (+/- 180 meters Scaled)
 GX2403
 GX2403                          SUPERSEDED SURVEY CONTROL
 GX2403
 GX2403  NGVD 29 (??/??/92)  282.686  (m)          927.45   (f) ADJ UNCH    2 0
 GX2403
 GX2403.Superseded values are not recommended for survey control.
 GX2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2403.See file dsdata.txt to determine how the superseded data were derived.
 GX2403
 GX2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB201631(NAD 83)
 GX2403_MARKER: DB = BENCH MARK DISK
 GX2403_SETTING: 66 = SET IN ROCK OUTCROP
 GX2403_SP_SET: ROCK CUT
 GX2403_STAMPING: V 162 1957
 GX2403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2403+STABILITY: POSITION/ELEVATION WELL
 GX2403
 GX2403  HISTORY     - Date     Condition        Report By
 GX2403  HISTORY     - 1957     MONUMENTED       CGS
 GX2403
 GX2403                          STATION DESCRIPTION
 GX2403
 GX2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2403'3.2 MI SW FROM GILBERT.
 GX2403'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF
 GX2403'STATE HIGHWAY 80 AT GILBERT, THENCE ABOUT 1.0 MILES SOUTHWEST
 GX2403'ALONG A BLACK TOP ROAD FOLLOWING GILBERT CREEK, SET VERTICALLY
 GX2403'IN THE SOUTHEAST FACE OF A LOW ROCK CUT, 15 FEET NORTHWEST OF
 GX2403'CENTER LINE OF ROAD, 28 FEET SOUTHWEST OF A TELEPHONE POLE WHICH
 GX2403'IS LOCATED AT THE NORTHEAST END OF ROCK PART OF CUT, 1 1/2 FEET
 GX2403'ABOVE GROUND AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1156 ***********************************************************************
 GX1156  DESIGNATION -  V 163
 GX1156  PID         -  GX1156
 GX1156  STATE/COUNTY-  WV/RALEIGH
 GX1156  USGS QUAD   -  LESTER (1976)
 GX1156
 GX1156                         *CURRENT SURVEY CONTROL
 GX1156  ___________________________________________________________________
 GX1156* NAD 83(1986)-  37 41 40.     (N)    081 15 29.     (W)     SCALED    
 GX1156* NAVD 88     -       594.592  (meters)    1950.76   (feet)  ADJUSTED  
 GX1156  ___________________________________________________________________
 GX1156  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX1156  DYNAMIC HT  -         594.098 (meters)    1949.14  (feet)  COMP
 GX1156  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 GX1156
 GX1156  VERT ORDER  -  SECOND    CLASS 0
 GX1156
 GX1156.The horizontal coordinates were scaled from a topographic map and have
 GX1156.an estimated accuracy of +/- 6 seconds.
 GX1156
 GX1156.The orthometric height was determined by differential leveling
 GX1156.and adjusted by the National Geodetic Survey in June 1991..
 GX1156
 GX1156.The geoid height was determined by GEOID03.
 GX1156
 GX1156.The dynamic height is computed by dividing the NAVD 88
 GX1156.geopotential number by the normal gravity value computed on the
 GX1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1156.degrees latitude (g = 980.6199 gals.).
 GX1156
 GX1156.The modeled gravity was interpolated from observed gravity values.
 GX1156
 GX1156;                    North         East    Units  Estimated Accuracy
 GX1156;SPC WV S     -    77,110.      577,240.      MT  (+/- 180 meters Scaled)
 GX1156
 GX1156                          SUPERSEDED SURVEY CONTROL
 GX1156
 GX1156  NGVD 29 (??/??/92)  594.735  (m)         1951.23   (f) ADJ UNCH    2 0
 GX1156
 GX1156.Superseded values are not recommended for survey control.
 GX1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1156.See file dsdata.txt to determine how the superseded data were derived.
 GX1156
 GX1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB772719(NAD 83)
 GX1156_MARKER: DB = BENCH MARK DISK
 GX1156_SETTING: 66 = SET IN ROCK OUTCROP
 GX1156_SP_SET: ROCK
 GX1156_STAMPING: V 163 1960
 GX1156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1156+STABILITY: POSITION/ELEVATION WELL
 GX1156
 GX1156  HISTORY     - Date     Condition        Report By
 GX1156  HISTORY     - 1960     MONUMENTED       CGS
 GX1156
 GX1156                          STATION DESCRIPTION
 GX1156
 GX1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1156'0.8 MI NE FROM MC ALPIN.
 GX1156'ABOUT 0.8 MILE NORTHEAST ALONG THE VIRGINIAN RAILWAY FROM THE POST
 GX1156'OFFICE AT MC ALPIN, ABOUT 0.5 MILE SOUTHWEST OF MILE POST 17,
 GX1156'SET IN THE TOP OF A 9 BY 2-FOOT ROCK LEDGE, 10 FEET NORTH-NORTHWEST
 GX1156'OF NEAR RAIL, 129 FEET NORTHWEST OF CENTER LINE OF A ROAD
 GX1156'CROSSING, 73 FEET WEST-NORTHWEST AND ACROSS TRACK FROM THE
 GX1156'SOUTHWEST END OF NORTHWEST HEAD WALL OF A TWIN 12-FOOT BRIDGE
 GX1156'UNDER ROAD, 1/2 FOOT ABOVE A 10-INCH TRIANGLE CHISELED IN FACE
 GX1156'OF ROCK LEDGE, 1 FOOT NORTHEAST OF SOUTHWEST END OF ROCK LEDGE
 GX1156'AND 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0699 ***********************************************************************
 JW0699  DESIGNATION -  V 17
 JW0699  PID         -  JW0699
 JW0699  STATE/COUNTY-  WV/HARDY
 JW0699  USGS QUAD   -  RIG (1981)
 JW0699
 JW0699                         *CURRENT SURVEY CONTROL
 JW0699  ___________________________________________________________________
 JW0699* NAD 83(1986)-  39 00 58.     (N)    079 00 16.     (W)     SCALED    
 JW0699* NAVD 88     -       259.420  (meters)     851.11   (feet)  ADJUSTED  
 JW0699  ___________________________________________________________________
 JW0699  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JW0699  DYNAMIC HT  -         259.252 (meters)     850.56  (feet)  COMP
 JW0699  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 JW0699
 JW0699  VERT ORDER  -  SECOND    CLASS 0
 JW0699
 JW0699.The horizontal coordinates were scaled from a topographic map and have
 JW0699.an estimated accuracy of +/- 6 seconds.
 JW0699
 JW0699.The orthometric height was determined by differential leveling
 JW0699.and adjusted by the National Geodetic Survey in June 1991..
 JW0699
 JW0699.The geoid height was determined by GEOID03.
 JW0699
 JW0699.The dynamic height is computed by dividing the NAVD 88
 JW0699.geopotential number by the normal gravity value computed on the
 JW0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0699.degrees latitude (g = 980.6199 gals.).
 JW0699
 JW0699.The modeled gravity was interpolated from observed gravity values.
 JW0699
 JW0699;                    North         East    Units  Estimated Accuracy
 JW0699;SPC WV N     -    57,420.      642,920.      MT  (+/- 180 meters Scaled)
 JW0699
 JW0699                          SUPERSEDED SURVEY CONTROL
 JW0699
 JW0699  NGVD 29 (??/??/92)  259.571  (m)          851.61   (f) ADJ UNCH    2 0
 JW0699
 JW0699.Superseded values are not recommended for survey control.
 JW0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0699.See file dsdata.txt to determine how the superseded data were derived.
 JW0699
 JW0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD727204(NAD 83)
 JW0699_MARKER: DB = BENCH MARK DISK
 JW0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0699_STAMPING: V 17 1934
 JW0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0699+STABILITY: SURFACE MOTION
 JW0699
 JW0699  HISTORY     - Date     Condition        Report By
 JW0699  HISTORY     - 1934     MONUMENTED       CGS
 JW0699  HISTORY     - 1956     GOOD             NGS
 JW0699
 JW0699                          STATION DESCRIPTION
 JW0699
 JW0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JW0699'4.7 MI S FROM MOOREFIELD.
 JW0699'4.7 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0699'MOOREFIELD, HARDY COUNTY, 10 YARDS NORTH OF THE FLAG STOP AT
 JW0699'BROOK HILL, 200 YARDS WEST OF U.S. HIGHWAY 220, 4.5 YARDS EAST
 JW0699'OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE RAIL.  A
 JW0699'STANDARD DISK, STAMPED V 17 1934 AND SET IN THE TOP OF A CONCRETE
 JW0699'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2224 ***********************************************************************
 HX2224  DESIGNATION -  V 175
 HX2224  PID         -  HX2224
 HX2224  STATE/COUNTY-  WV/BOONE
 HX2224  USGS QUAD   -  MADISON (1976)
 HX2224
 HX2224                         *CURRENT SURVEY CONTROL
 HX2224  ___________________________________________________________________
 HX2224* NAD 83(1986)-  38 06 05.     (N)    081 50 26.     (W)     SCALED    
 HX2224* NAVD 88     -       205.666  (meters)     674.76   (feet)  ADJUSTED  
 HX2224  ___________________________________________________________________
 HX2224  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HX2224  DYNAMIC HT  -         205.519 (meters)     674.27  (feet)  COMP
 HX2224  MODELED GRAV-     979,906.5   (mgal)                       NAVD 88
 HX2224
 HX2224  VERT ORDER  -  SECOND    CLASS 0
 HX2224
 HX2224.The horizontal coordinates were scaled from a topographic map and have
 HX2224.an estimated accuracy of +/- 6 seconds.
 HX2224
 HX2224.The orthometric height was determined by differential leveling
 HX2224.and adjusted by the National Geodetic Survey in June 1991..
 HX2224
 HX2224.The geoid height was determined by GEOID03.
 HX2224
 HX2224.The dynamic height is computed by dividing the NAVD 88
 HX2224.geopotential number by the normal gravity value computed on the
 HX2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2224.degrees latitude (g = 980.6199 gals.).
 HX2224
 HX2224.The modeled gravity was interpolated from observed gravity values.
 HX2224
 HX2224;                    North         East    Units  Estimated Accuracy
 HX2224;SPC WV S     -   122,580.      526,280.      MT  (+/- 180 meters Scaled)
 HX2224
 HX2224                          SUPERSEDED SURVEY CONTROL
 HX2224
 HX2224  NGVD 29 (??/??/92)  205.876  (m)          675.44   (f) ADJ UNCH    2 0
 HX2224
 HX2224.Superseded values are not recommended for survey control.
 HX2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2224.See file dsdata.txt to determine how the superseded data were derived.
 HX2224
 HX2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC263173(NAD 83)
 HX2224_MARKER: DB = BENCH MARK DISK
 HX2224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2224_SP_SET: ABUTMENT
 HX2224_STAMPING: V 175 1958
 HX2224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2224
 HX2224  HISTORY     - Date     Condition        Report By
 HX2224  HISTORY     - 1958     MONUMENTED       CGS
 HX2224  HISTORY     - 1973     GOOD             LOCENG
 HX2224
 HX2224                          STATION DESCRIPTION
 HX2224
 HX2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2224'0.3 MI NW FROM ROCK CREEK.
 HX2224'ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 HX2224'OF U.S. HIGHWAY 119 AT ROCK CREEK, IN TOP OF THE NORTHEAST END
 HX2224'OF THE NORTHWEST ABUTMENT OF A 45-FOOT CONCRETE BRIDGE OVER
 HX2224'ROCK CREEK, 14 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 1/2
 HX2224'FOOT NORTHEAST OF CONCRETE BANISTER, AND ABOUT 1/2 FOOT BELOW
 HX2224'THE LEVEL OF THE HIGHWAY.
 HX2224
 HX2224                          STATION RECOVERY (1973)
 HX2224
 HX2224'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3484 ***********************************************************************
 GX3484  DESIGNATION -  V 176 RESET
 GX3484  PID         -  GX3484
 GX3484  STATE/COUNTY-  WV/MCDOWELL
 GX3484  USGS QUAD   -  IAEGER (1976)
 GX3484
 GX3484                         *CURRENT SURVEY CONTROL
 GX3484  ___________________________________________________________________
 GX3484* NAD 83(1986)-  37 27 53.     (N)    081 48 52.     (W)     SCALED    
 GX3484* NAVD 88     -       299.73   (meters)     983.4    (feet)  RESET     
 GX3484  ___________________________________________________________________
 GX3484  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX3484
 GX3484  VERT ORDER  -  THIRD
 GX3484
 GX3484.The horizontal coordinates were scaled from a topographic map and have
 GX3484.an estimated accuracy of +/- 6 seconds.
 GX3484
 GX3484.The orthometric height was computed from unverified reset data.
 GX3484.No vertical observational check was made to the station.
 GX3484
 GX3484.The geoid height was determined by GEOID03.
 GX3484
 GX3484;                    North         East    Units  Estimated Accuracy
 GX3484;SPC WV S     -    51,900.      527,950.      MT  (+/- 180 meters Scaled)
 GX3484
 GX3484                          SUPERSEDED SURVEY CONTROL
 GX3484
 GX3484  NGVD 29 (09/25/03)  299.93   (m)          984.0    (f) RESET       3  
 GX3484
 GX3484.Superseded values are not recommended for survey control.
 GX3484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3484.See file dsdata.txt to determine how the superseded data were derived.
 GX3484
 GX3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB279467(NAD 83)
 GX3484_MARKER: DV = VERTICAL CONTROL DISK
 GX3484_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GX3484_SP_SET: PARAPET WALL
 GX3484_STAMPING: V 176 RESET 1991
 GX3484_MARK LOGO: NGS   
 GX3484_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX3484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3484
 GX3484  HISTORY     - Date     Condition        Report By
 GX3484  HISTORY     - 1991     MONUMENTED       WVHD
 GX3484
 GX3484                          STATION DESCRIPTION
 GX3484
 GX3484'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1991
 GX3484'IN IAEGER, 0.3 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY,
 GX3484'AT CROSSING OF US HIGHWAY 52, IN THE NORTHWEST PART OF BRIDGE OVER
 GX3484'TUG FORK RIVER, 21 FEET SOUTHWEST OF CENTER OF HIGHWAY, 2 1/2 FEET
 GX3484'BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2495 ***********************************************************************
 GX2495  DESIGNATION -  V 177
 GX2495  PID         -  GX2495
 GX2495  STATE/COUNTY-  WV/WYOMING
 GX2495  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2495
 GX2495                         *CURRENT SURVEY CONTROL
 GX2495  ___________________________________________________________________
 GX2495* NAD 83(1986)-  37 36 29.     (N)    081 43 39.     (W)     SCALED    
 GX2495* NAVD 88     -       342.908  (meters)    1125.02   (feet)  ADJUSTED  
 GX2495  ___________________________________________________________________
 GX2495  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX2495  DYNAMIC HT  -         342.641 (meters)    1124.15  (feet)  COMP
 GX2495  MODELED GRAV-     979,841.3   (mgal)                       NAVD 88
 GX2495
 GX2495  VERT ORDER  -  SECOND    CLASS 0
 GX2495
 GX2495.The horizontal coordinates were scaled from a topographic map and have
 GX2495.an estimated accuracy of +/- 6 seconds.
 GX2495
 GX2495.The orthometric height was determined by differential leveling
 GX2495.and adjusted by the National Geodetic Survey in June 1991..
 GX2495
 GX2495.The geoid height was determined by GEOID03.
 GX2495
 GX2495.The dynamic height is computed by dividing the NAVD 88
 GX2495.geopotential number by the normal gravity value computed on the
 GX2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2495.degrees latitude (g = 980.6199 gals.).
 GX2495
 GX2495.The modeled gravity was interpolated from observed gravity values.
 GX2495
 GX2495;                    North         East    Units  Estimated Accuracy
 GX2495;SPC WV S     -    67,740.      535,770.      MT  (+/- 180 meters Scaled)
 GX2495
 GX2495                          SUPERSEDED SURVEY CONTROL
 GX2495
 GX2495  NGVD 29 (??/??/92)  343.094  (m)         1125.63   (f) ADJ UNCH    2 0
 GX2495
 GX2495.Superseded values are not recommended for survey control.
 GX2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2495.See file dsdata.txt to determine how the superseded data were derived.
 GX2495
 GX2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB357625(NAD 83)
 GX2495_MARKER: DB = BENCH MARK DISK
 GX2495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2495_SP_SET: BRIDGE
 GX2495_STAMPING: V 177 1958
 GX2495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2495
 GX2495  HISTORY     - Date     Condition        Report By
 GX2495  HISTORY     - 1958     MONUMENTED       CGS
 GX2495  HISTORY     - 1963     GOOD             AEROS
 GX2495  HISTORY     - 20030202 MARK NOT FOUND   INDIV
 GX2495
 GX2495                          STATION DESCRIPTION
 GX2495
 GX2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2495'11.8 MI SW FROM OCEANA.
 GX2495'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 10 FROM THE METHODIST
 GX2495'CHURCH AT OCEANA, THENCE ABOUT 7.5 MILES SOUTHWEST ALONG A
 GX2495'BLACK TOP ROAD, THENCE ABOUT 3.75 MILES SOUTHWEST AND WEST ALONG
 GX2495'A BLACK TOP ROAD, ALONG THE VIRGINIAN RAILWAY, ABOUT 0.15 MILE
 GX2495'NORTHEAST OF NORTH END OF RAILWAY BRIDGE OVER GUYANDOT RIVER,
 GX2495'ABOUT 9 1/2 RAILS WEST OF CROSSING OF ROAD AND TRACK, IN THE TOP
 GX2495'OF SOUTH END OF THE EAST ABUTMENT OF RAILWAY BRIDGE OVER CLEAR
 GX2495'FORK, 6 1/2 FEET SOUTH OF SOUTH RAIL AND 1 1/2 FEET BELOW LEVEL
 GX2495'OF TRACK.  NOTE-- MARK IS REACHED FROM BAILEYSVILLE BY GOING
 GX2495'ABOUT 3.4 MILES WEST ALONG A BLACK TOP ROAD, THENCE ABOUT 2.35
 GX2495'MILES NORTHWEST ALONG THE VIRGINIAN RAILWAY.
 GX2495
 GX2495                          STATION RECOVERY (1963)
 GX2495
 GX2495'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2495'RECOVERED IN GOOD CONDITION.
 GX2495
 GX2495                          STATION RECOVERY (2003)
 GX2495
 GX2495'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2495'NEW ABUTMENT DATED 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1884 ***********************************************************************
 GX1884  DESIGNATION -  V 178
 GX1884  PID         -  GX1884
 GX1884  STATE/COUNTY-  WV/MCDOWELL
 GX1884  USGS QUAD   -  WAR (1977)
 GX1884
 GX1884                         *CURRENT SURVEY CONTROL
 GX1884  ___________________________________________________________________
 GX1884* NAD 83(1986)-  37 16 56.     (N)    081 39 49.     (W)     SCALED    
 GX1884* NAVD 88     -       437.192  (meters)    1434.35   (feet)  ADJUSTED  
 GX1884  ___________________________________________________________________
 GX1884  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GX1884  DYNAMIC HT  -         436.820 (meters)    1433.13  (feet)  COMP
 GX1884  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 GX1884
 GX1884  VERT ORDER  -  SECOND    CLASS 0
 GX1884
 GX1884.The horizontal coordinates were scaled from a topographic map and have
 GX1884.an estimated accuracy of +/- 6 seconds.
 GX1884
 GX1884.The orthometric height was determined by differential leveling
 GX1884.and adjusted by the National Geodetic Survey in June 1991..
 GX1884
 GX1884.The geoid height was determined by GEOID03.
 GX1884
 GX1884.The dynamic height is computed by dividing the NAVD 88
 GX1884.geopotential number by the normal gravity value computed on the
 GX1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1884.degrees latitude (g = 980.6199 gals.).
 GX1884
 GX1884.The modeled gravity was interpolated from observed gravity values.
 GX1884
 GX1884;                    North         East    Units  Estimated Accuracy
 GX1884;SPC WV S     -    31,540.      541,150.      MT  (+/- 180 meters Scaled)
 GX1884
 GX1884                          SUPERSEDED SURVEY CONTROL
 GX1884
 GX1884  NGVD 29 (??/??/92)  437.340  (m)         1434.84   (f) ADJ UNCH    2 0
 GX1884
 GX1884.Superseded values are not recommended for survey control.
 GX1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1884.See file dsdata.txt to determine how the superseded data were derived.
 GX1884
 GX1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB411263(NAD 83)
 GX1884_MARKER: DB = BENCH MARK DISK
 GX1884_SETTING: 66 = SET IN ROCK OUTCROP
 GX1884_SP_SET: SET IN ROCK OUTCROP
 GX1884_STAMPING: V 178 1958
 GX1884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1884+STABILITY: POSITION/ELEVATION WELL
 GX1884
 GX1884  HISTORY     - Date     Condition        Report By
 GX1884  HISTORY     - 1958     MONUMENTED       CGS
 GX1884
 GX1884                          STATION DESCRIPTION
 GX1884
 GX1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1884'1.8 MI NE FROM BERWIND.
 GX1884'1.85 MILES NORTHEAST ALONG A BLACK TOP ROAD LEADING TO WAR
 GX1884'FROM THE METHODIST CHURCH AT BERWIND, 0.25 MILE SOUTHWEST OF
 GX1884'THE JUNCTION OF STATE HIGHWAY 16, ABOUT 139 YARDS NORTH OF THE
 GX1884'NORTHEAST ONE OF THREE NORFOLK AND WESTERN RAILWAY OVERPASSES
 GX1884'OVER THE ROAD, SET VERTICALLY IN THE EAST FACE OF A ROCK CUT,
 GX1884'16 1/2 FEET WEST OF THE CENTER LINE OF ROAD, 125 FEET NORTH OF
 GX1884'THE SOUTH END OF THE ROCK, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 GX1884'OF THE ROAD.  NOTE-- THIS MARK CAN BE REACHED BY GOING ABOUT
 GX1884'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 GX1884'AT WAR, THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A BLACK TOP
 GX1884'ROAD TO BERWIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2488 ***********************************************************************
 GX2488  DESIGNATION -  V 179
 GX2488  PID         -  GX2488
 GX2488  STATE/COUNTY-  WV/WYOMING
 GX2488  USGS QUAD   -  OCEANA (1976)
 GX2488
 GX2488                         *CURRENT SURVEY CONTROL
 GX2488  ___________________________________________________________________
 GX2488* NAD 83(1986)-  37 38 06.     (N)    081 41 03.     (W)     SCALED    
 GX2488* NAVD 88     -       369.211  (meters)    1211.32   (feet)  ADJUSTED  
 GX2488  ___________________________________________________________________
 GX2488  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX2488  DYNAMIC HT  -         368.921 (meters)    1210.37  (feet)  COMP
 GX2488  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 GX2488
 GX2488  VERT ORDER  -  SECOND    CLASS 0
 GX2488
 GX2488.The horizontal coordinates were scaled from a topographic map and have
 GX2488.an estimated accuracy of +/- 6 seconds.
 GX2488
 GX2488.The orthometric height was determined by differential leveling
 GX2488.and adjusted by the National Geodetic Survey in June 1991..
 GX2488
 GX2488.The geoid height was determined by GEOID03.
 GX2488
 GX2488.The dynamic height is computed by dividing the NAVD 88
 GX2488.geopotential number by the normal gravity value computed on the
 GX2488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2488.degrees latitude (g = 980.6199 gals.).
 GX2488
 GX2488.The modeled gravity was interpolated from observed gravity values.
 GX2488
 GX2488;                    North         East    Units  Estimated Accuracy
 GX2488;SPC WV S     -    70,700.      539,610.      MT  (+/- 180 meters Scaled)
 GX2488
 GX2488                          SUPERSEDED SURVEY CONTROL
 GX2488
 GX2488  NGVD 29 (??/??/92)  369.389  (m)         1211.90   (f) ADJ UNCH    2 0
 GX2488
 GX2488.Superseded values are not recommended for survey control.
 GX2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2488.See file dsdata.txt to determine how the superseded data were derived.
 GX2488
 GX2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB396655(NAD 83)
 GX2488_MARKER: DB = BENCH MARK DISK
 GX2488_SETTING: 66 = SET IN ROCK OUTCROP
 GX2488_SP_SET: CUT
 GX2488_STAMPING: V 179 1958
 GX2488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2488+STABILITY: POSITION/ELEVATION WELL
 GX2488
 GX2488  HISTORY     - Date     Condition        Report By
 GX2488  HISTORY     - 1958     MONUMENTED       CGS
 GX2488  HISTORY     - 1963     GOOD             AEROS
 GX2488  HISTORY     - 20030202 GOOD             INDIV
 GX2488
 GX2488                          STATION DESCRIPTION
 GX2488
 GX2488'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2488'6.7 MI SW FROM OCEANA.
 GX2488'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 10 FROM THE METHODIST
 GX2488'CHURCH AT OCEANA, THENCE ABOUT 6.1 MILES SOUTHWEST ALONG A
 GX2488'BLACK TOP ROAD, 0.7 MILE NORTH OF THE SCHOOL AT ELKLICK, ABOUT
 GX2488'60 YARDS EAST OF A SHARP CURVE WITH TANGENTS EXTENDING EAST
 GX2488'AND SOUTH, SET VERTICALLY IN THE NORTH FACE OF A LONG LOW ROCK CUT,
 GX2488'20 FEET SOUTH OF CENTER LINE OF ROAD, 84 FEET WEST OF EAST END
 GX2488'OF ROCK CUT AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
 GX2488
 GX2488                          STATION RECOVERY (1963)
 GX2488
 GX2488'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2488'RECOVERED IN GOOD CONDITION.
 GX2488
 GX2488                          STATION RECOVERY (2003)
 GX2488
 GX2488'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0352 ***********************************************************************
 JW0352  DESIGNATION -  V 18
 JW0352  PID         -  JW0352
 JW0352  STATE/COUNTY-  WV/HAMPSHIRE
 JW0352  USGS QUAD   -  AUGUSTA (1979)
 JW0352
 JW0352                         *CURRENT SURVEY CONTROL
 JW0352  ___________________________________________________________________
 JW0352* NAD 83(1986)-  39 18 57.     (N)    078 41 26.     (W)     SCALED    
 JW0352* NAVD 88     -       345.353  (meters)    1133.05   (feet)  ADJUSTED  
 JW0352  ___________________________________________________________________
 JW0352  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JW0352  DYNAMIC HT  -         345.132 (meters)    1132.32  (feet)  COMP
 JW0352  MODELED GRAV-     979,978.9   (mgal)                       NAVD 88
 JW0352
 JW0352  VERT ORDER  -  SECOND    CLASS 0
 JW0352
 JW0352.The horizontal coordinates were scaled from a topographic map and have
 JW0352.an estimated accuracy of +/- 6 seconds.
 JW0352
 JW0352.The orthometric height was determined by differential leveling
 JW0352.and adjusted by the National Geodetic Survey in June 1991..
 JW0352
 JW0352.The geoid height was determined by GEOID03.
 JW0352
 JW0352.The dynamic height is computed by dividing the NAVD 88
 JW0352.geopotential number by the normal gravity value computed on the
 JW0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0352.degrees latitude (g = 980.6199 gals.).
 JW0352
 JW0352.The modeled gravity was interpolated from observed gravity values.
 JW0352
 JW0352;                    North         East    Units  Estimated Accuracy
 JW0352;SPC WV N     -    90,890.      669,800.      MT  (+/- 180 meters Scaled)
 JW0352
 JW0352                          SUPERSEDED SURVEY CONTROL
 JW0352
 JW0352  NGVD 29 (??/??/92)  345.515  (m)         1133.58   (f) ADJ UNCH    2 0
 JW0352
 JW0352.Superseded values are not recommended for survey control.
 JW0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0352.See file dsdata.txt to determine how the superseded data were derived.
 JW0352
 JW0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD990543(NAD 83)
 JW0352_MARKER: DB = BENCH MARK DISK
 JW0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0352_SP_SET: BRIDGE
 JW0352_STAMPING: V 18 1934
 JW0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0352
 JW0352  HISTORY     - Date     Condition        Report By
 JW0352  HISTORY     - 1934     MONUMENTED       CGS
 JW0352
 JW0352                          STATION DESCRIPTION
 JW0352
 JW0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0352'0.2 MI W FROM SHANKS.
 JW0352'ABOUT 0.2 MILE WEST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JW0352'AT SHANKS, HAMPSHIRE COUNTY, AT A CONCRETE BRIDGE OVER A SMALL
 JW0352'STREAM, IN THE TOP OF THE NORTH END OF THE NORTHEAST WING WALL,
 JW0352'ABOUT 6 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET
 JW0352'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED V 18 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1193 ***********************************************************************
 GX1193  DESIGNATION -  V 180
 GX1193  PID         -  GX1193
 GX1193  STATE/COUNTY-  WV/WYOMING
 GX1193  USGS QUAD   -  MC GRAWS (1976)
 GX1193
 GX1193                         *CURRENT SURVEY CONTROL
 GX1193  ___________________________________________________________________
 GX1193* NAD 83(1986)-  37 41 17.     (N)    081 29 40.     (W)     SCALED    
 GX1193* NAVD 88     -       519.567  (meters)    1704.61   (feet)  ADJUSTED  
 GX1193  ___________________________________________________________________
 GX1193  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX1193  DYNAMIC HT  -         519.151 (meters)    1703.25  (feet)  COMP
 GX1193  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 GX1193
 GX1193  VERT ORDER  -  SECOND    CLASS 0
 GX1193
 GX1193.The horizontal coordinates were scaled from a topographic map and have
 GX1193.an estimated accuracy of +/- 6 seconds.
 GX1193
 GX1193.The orthometric height was determined by differential leveling
 GX1193.and adjusted by the National Geodetic Survey in June 1991..
 GX1193
 GX1193.The geoid height was determined by GEOID03.
 GX1193
 GX1193.The dynamic height is computed by dividing the NAVD 88
 GX1193.geopotential number by the normal gravity value computed on the
 GX1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1193.degrees latitude (g = 980.6199 gals.).
 GX1193
 GX1193.The modeled gravity was interpolated from observed gravity values.
 GX1193
 GX1193;                    North         East    Units  Estimated Accuracy
 GX1193;SPC WV S     -    76,480.      556,390.      MT  (+/- 180 meters Scaled)
 GX1193
 GX1193                          SUPERSEDED SURVEY CONTROL
 GX1193
 GX1193  NGVD 29 (??/??/92)  519.729  (m)         1705.14   (f) ADJ UNCH    2 0
 GX1193
 GX1193.Superseded values are not recommended for survey control.
 GX1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1193.See file dsdata.txt to determine how the superseded data were derived.
 GX1193
 GX1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB564713(NAD 83)
 GX1193_MARKER: DB = BENCH MARK DISK
 GX1193_SETTING: 66 = SET IN ROCK OUTCROP
 GX1193_SP_SET: ROCK CUT
 GX1193_STAMPING: V 180 1958
 GX1193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1193+STABILITY: POSITION/ELEVATION WELL
 GX1193
 GX1193  HISTORY     - Date     Condition        Report By
 GX1193  HISTORY     - 1958     MONUMENTED       CGS
 GX1193  HISTORY     - 1980     GOOD             LOCSUR
 GX1193  HISTORY     - 20030202 GOOD             INDIV
 GX1193
 GX1193                          STATION DESCRIPTION
 GX1193
 GX1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1193'1.4 MI NE FROM GLEN MORRISON.
 GX1193'ABOUT 1.45 MILES NORTHEAST ALONG A BLACK TOP ROAD TO GLEN DANIEL
 GX1193'FROM THE BRIDGE OVER LAUREL FORK CREEK AT GLEN MORRISON, ON THE
 GX1193'WEST SLOPE OF A HILL, SET VERTICALLY IN THE SOUTH FACE OF A
 GX1193'LARGE ROCK CUT, 18 FEET NORTH OF CENTER LINE OF ROAD, 400 FEET
 GX1193'EAST OF THE WEST END OF THE CUT, AND ABOUT 3 FEET ABOVE THE
 GX1193'LEVEL OF THE ROAD.
 GX1193
 GX1193                          STATION RECOVERY (1980)
 GX1193
 GX1193'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1193'RECOVERED IN GOOD CONDITION.
 GX1193
 GX1193                          STATION RECOVERY (2003)
 GX1193
 GX1193'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1353 ***********************************************************************
 GX1353  DESIGNATION -  V 182
 GX1353  PID         -  GX1353
 GX1353  STATE/COUNTY-  WV/MCDOWELL
 GX1353  USGS QUAD   -  ANAWALT (1977)
 GX1353
 GX1353                         *CURRENT SURVEY CONTROL
 GX1353  ___________________________________________________________________
 GX1353* NAD 83(1986)-  37 16 23.     (N)    081 27 05.     (W)     SCALED    
 GX1353* NAVD 88     -       817.678  (meters)    2682.67   (feet)  ADJUSTED  
 GX1353  ___________________________________________________________________
 GX1353  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GX1353  DYNAMIC HT  -         816.945 (meters)    2680.26  (feet)  COMP
 GX1353  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GX1353
 GX1353  VERT ORDER  -  SECOND    CLASS 0
 GX1353
 GX1353.The horizontal coordinates were scaled from a topographic map and have
 GX1353.an estimated accuracy of +/- 6 seconds.
 GX1353
 GX1353.The orthometric height was determined by differential leveling
 GX1353.and adjusted by the National Geodetic Survey in June 1991..
 GX1353
 GX1353.The geoid height was determined by GEOID03.
 GX1353
 GX1353.The dynamic height is computed by dividing the NAVD 88
 GX1353.geopotential number by the normal gravity value computed on the
 GX1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1353.degrees latitude (g = 980.6199 gals.).
 GX1353
 GX1353.The modeled gravity was interpolated from observed gravity values.
 GX1353
 GX1353;                    North         East    Units  Estimated Accuracy
 GX1353;SPC WV S     -    30,400.      559,960.      MT  (+/- 180 meters Scaled)
 GX1353
 GX1353                          SUPERSEDED SURVEY CONTROL
 GX1353
 GX1353  NGVD 29 (??/??/92)  817.796  (m)         2683.05   (f) ADJ UNCH    2 0
 GX1353
 GX1353.Superseded values are not recommended for survey control.
 GX1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1353.See file dsdata.txt to determine how the superseded data were derived.
 GX1353
 GX1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB599252(NAD 83)
 GX1353_MARKER: DB = BENCH MARK DISK
 GX1353_SETTING: 66 = SET IN ROCK OUTCROP
 GX1353_SP_SET: ROCK CUT
 GX1353_STAMPING: V 182 1958
 GX1353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1353+STABILITY: POSITION/ELEVATION WELL
 GX1353
 GX1353  HISTORY     - Date     Condition        Report By
 GX1353  HISTORY     - 1958     MONUMENTED       CGS
 GX1353
 GX1353                          STATION DESCRIPTION
 GX1353
 GX1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1353'3 MI SW FROM JENKINJONES.
 GX1353'ABOUT 3.0 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE ROAD
 GX1353'FORK AT JENKINJONES, ON THE NORTH SLOPE OF A MOUNTAIN, ON THE
 GX1353'INSIDE AND AT THE EAST END OF A CURVE WITH TANGENTS EXTENDING
 GX1353'SOUTH AND EAST, SET VERTICALLY IN THE NORTH FACE OF A ROCK CUT, 16
 GX1353'FEET SOUTH OF THE CENTER LINE OF ROAD, 54 FEET WEST OF THE EAST
 GX1353'END OF THE CUT, ABOUT 42 YARDS WEST OF THE SOUTH END OF A 30-INCH
 GX1353'PIPE CULVERT WITH A U SHAPED CONCRETE HEAD WALL THAT IS IN THE
 GX1353'CENTER OF A CURVE WITH TANGENTS EXTENDING NORTH AND WEST, AND
 GX1353'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1187 ***********************************************************************
 GX1187  DESIGNATION -  V 183
 GX1187  PID         -  GX1187
 GX1187  STATE/COUNTY-  WV/RALEIGH
 GX1187  USGS QUAD   -  LESTER (1976)
 GX1187
 GX1187                         *CURRENT SURVEY CONTROL
 GX1187  ___________________________________________________________________
 GX1187* NAD 83(1986)-  37 42 37.     (N)    081 17 30.     (W)     SCALED    
 GX1187* NAVD 88     -       769.536  (meters)    2524.72   (feet)  ADJUSTED  
 GX1187  ___________________________________________________________________
 GX1187  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1187  DYNAMIC HT  -         768.911 (meters)    2522.67  (feet)  COMP
 GX1187  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 GX1187
 GX1187  VERT ORDER  -  SECOND    CLASS 0
 GX1187
 GX1187.The horizontal coordinates were scaled from a topographic map and have
 GX1187.an estimated accuracy of +/- 6 seconds.
 GX1187
 GX1187.The orthometric height was determined by differential leveling
 GX1187.and adjusted by the National Geodetic Survey in June 1991..
 GX1187
 GX1187.The geoid height was determined by GEOID03.
 GX1187
 GX1187.The dynamic height is computed by dividing the NAVD 88
 GX1187.geopotential number by the normal gravity value computed on the
 GX1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1187.degrees latitude (g = 980.6199 gals.).
 GX1187
 GX1187.The modeled gravity was interpolated from observed gravity values.
 GX1187
 GX1187;                    North         East    Units  Estimated Accuracy
 GX1187;SPC WV S     -    78,870.      574,280.      MT  (+/- 180 meters Scaled)
 GX1187
 GX1187                          SUPERSEDED SURVEY CONTROL
 GX1187
 GX1187  NGVD 29 (??/??/92)  769.701  (m)         2525.26   (f) ADJ UNCH    2 0
 GX1187
 GX1187.Superseded values are not recommended for survey control.
 GX1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1187.See file dsdata.txt to determine how the superseded data were derived.
 GX1187
 GX1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB742737(NAD 83)
 GX1187_MARKER: DB = BENCH MARK DISK
 GX1187_SETTING: 66 = SET IN ROCK OUTCROP
 GX1187_SP_SET: ROCK
 GX1187_STAMPING: V 183 1958
 GX1187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1187+STABILITY: POSITION/ELEVATION WELL
 GX1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX1187+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2000
 GX1187
 GX1187  HISTORY     - Date     Condition        Report By
 GX1187  HISTORY     - 1958     MONUMENTED       CGS
 GX1187  HISTORY     - 20000408 GOOD             LOCSUR
 GX1187
 GX1187                          STATION DESCRIPTION
 GX1187
 GX1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1187'3.9 MI N FROM TAMS.
 GX1187'ABOUT 2.9 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE VIRGINIAN
 GX1187'RAILWAY STATION AT TAMS, THENCE 1.0 MILE NORTH AND WEST ALONG
 GX1187'TAMS MOUNTAIN ROAD, ALSO 0.3 MILE SOUTHWEST ALONG A BLACK TOP
 GX1187'ROAD FROM THE CHURCH OF CHRIST AT LESTER, THENCE 3.35 MILES
 GX1187'SOUTH ALONG TAMS MOUNTAIN ROAD, 0.9 MILE SOUTHEAST OF A NARROW
 GX1187'ROAD LEADING NORTHWEST, ABOUT 116 YARDS WEST OF THE WEST ONE OF
 GX1187'TWO POWER LINES CROSSING (THE LINE WITH THREE POLE TOWERS), ON
 GX1187'THE INSIDE OF A SLIGHT CURVE WITH TANGENTS EXTENDING EAST AND
 GX1187'SOUTHWEST, AT A POINT WHERE THE RIDGE IS AS WIDE AS THE ROAD
 GX1187'AND WHERE THE ROAD STARTS TO ANGLE TO THE SOUTHWEST AWAY FROM
 GX1187'A SMALL PIPE LINE, IN THE TOP OF THE WEST END OF A SLOPING
 GX1187'ROCK 15 FEET LONG AND 2 1/2 FEET HIGH (AT THE WEST END), AND IS
 GX1187'ABOUT HALFWAY BETWEEN TWO LARGE PILES OF BIG LOOSE ROCK ON THE
 GX1187'MOUNTAIN (SOUTH SLOPE) BELOW THE ROAD, 30 FEET SOUTH OF CENTER
 GX1187'LINE OF ROAD, 23 1/2 FEET SOUTHWEST OF A 10-INCH OAK TREE WITH
 GX1187'AN 8-INCH TRIANGLE BLAZE ON THE NORTHWEST SIDE, 1 FOOT NORTH
 GX1187'OF THE SOUTH EDGE OF THE ROCK, 1/2 FOOT EAST OF THE WEST END
 GX1187'OF THE ROCK, AND ABOUT 8 FEET BELOW THE LEVEL OF THE ROAD.
 GX1187
 GX1187                          STATION RECOVERY (2000)
 GX1187
 GX1187'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (TS)
 GX1187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2064 ***********************************************************************
 GX2064  DESIGNATION -  V 184
 GX2064  PID         -  GX2064
 GX2064  STATE/COUNTY-  WV/MCDOWELL
 GX2064  USGS QUAD   -  GARY (1977)
 GX2064
 GX2064                         *CURRENT SURVEY CONTROL
 GX2064  ___________________________________________________________________
 GX2064* NAD 83(1986)-  37 18 17.     (N)    081 36 55.     (W)     SCALED    
 GX2064* NAVD 88     -       480.941  (meters)    1577.89   (feet)  ADJUSTED  
 GX2064  ___________________________________________________________________
 GX2064  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GX2064  DYNAMIC HT  -         480.536 (meters)    1576.56  (feet)  COMP
 GX2064  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 GX2064
 GX2064  VERT ORDER  -  SECOND    CLASS 0
 GX2064
 GX2064.The horizontal coordinates were scaled from a topographic map and have
 GX2064.an estimated accuracy of +/- 6 seconds.
 GX2064
 GX2064.The orthometric height was determined by differential leveling
 GX2064.and adjusted by the National Geodetic Survey in June 1991..
 GX2064
 GX2064.The geoid height was determined by GEOID03.
 GX2064
 GX2064.The dynamic height is computed by dividing the NAVD 88
 GX2064.geopotential number by the normal gravity value computed on the
 GX2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2064.degrees latitude (g = 980.6199 gals.).
 GX2064
 GX2064.The modeled gravity was interpolated from observed gravity values.
 GX2064
 GX2064;                    North         East    Units  Estimated Accuracy
 GX2064;SPC WV S     -    34,000.      545,450.      MT  (+/- 180 meters Scaled)
 GX2064
 GX2064                          SUPERSEDED SURVEY CONTROL
 GX2064
 GX2064  NGVD 29 (??/??/92)  481.093  (m)         1578.39   (f) ADJ UNCH    2 0
 GX2064
 GX2064.Superseded values are not recommended for survey control.
 GX2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2064.See file dsdata.txt to determine how the superseded data were derived.
 GX2064
 GX2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB454288(NAD 83)
 GX2064_MARKER: DB = BENCH MARK DISK
 GX2064_SETTING: 66 = SET IN ROCK OUTCROP
 GX2064_SP_SET: ROCK CUT
 GX2064_STAMPING: V 184 1958
 GX2064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2064+STABILITY: POSITION/ELEVATION WELL
 GX2064
 GX2064  HISTORY     - Date     Condition        Report By
 GX2064  HISTORY     - 1958     MONUMENTED       CGS
 GX2064
 GX2064                          STATION DESCRIPTION
 GX2064
 GX2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2064'8.4 MI E FROM WAR.
 GX2064'4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 GX2064'AT WAR, THENCE 3.95 MILES NORTHEAST ALONG A GRADED ROAD TO REAM,
 GX2064'1.0 MILE EAST OF THE JUNCTION OF A SIDE ROAD NORTH ALONG MOUNTAIN
 GX2064'FORK, ON THE SOUTHWEST SLOPE OF A HILL, 13 FEET NORTHWEST OF
 GX2064'CENTER LINE OF ROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK
 GX2064'CUT, 32 FEET NORTHEAST OF THE SOUTHWEST END OF THE CUT, AND ABOUT
 GX2064'2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2257 ***********************************************************************
 HX2257  DESIGNATION -  V 185
 HX2257  PID         -  HX2257
 HX2257  STATE/COUNTY-  WV/BOONE
 HX2257  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2257
 HX2257                         *CURRENT SURVEY CONTROL
 HX2257  ___________________________________________________________________
 HX2257* NAD 83(1986)-  38 03 08.     (N)    081 39 23.     (W)     SCALED    
 HX2257* NAVD 88     -       269.007  (meters)     882.57   (feet)  ADJUSTED  
 HX2257  ___________________________________________________________________
 HX2257  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HX2257  DYNAMIC HT  -         268.803 (meters)     881.90  (feet)  COMP
 HX2257  MODELED GRAV-     979,864.4   (mgal)                       NAVD 88
 HX2257
 HX2257  VERT ORDER  -  SECOND    CLASS 0
 HX2257
 HX2257.The horizontal coordinates were scaled from a topographic map and have
 HX2257.an estimated accuracy of +/- 6 seconds.
 HX2257
 HX2257.The orthometric height was determined by differential leveling
 HX2257.and adjusted by the National Geodetic Survey in June 1991..
 HX2257
 HX2257.The geoid height was determined by GEOID03.
 HX2257
 HX2257.The dynamic height is computed by dividing the NAVD 88
 HX2257.geopotential number by the normal gravity value computed on the
 HX2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2257.degrees latitude (g = 980.6199 gals.).
 HX2257
 HX2257.The modeled gravity was interpolated from observed gravity values.
 HX2257
 HX2257;                    North         East    Units  Estimated Accuracy
 HX2257;SPC WV S     -   116,990.      542,390.      MT  (+/- 180 meters Scaled)
 HX2257
 HX2257                          SUPERSEDED SURVEY CONTROL
 HX2257
 HX2257  NGVD 29 (??/??/92)  269.197  (m)          883.19   (f) ADJ UNCH    2 0
 HX2257
 HX2257.Superseded values are not recommended for survey control.
 HX2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2257.See file dsdata.txt to determine how the superseded data were derived.
 HX2257
 HX2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC424118(NAD 83)
 HX2257_MARKER: DB = BENCH MARK DISK
 HX2257_SETTING: 66 = SET IN ROCK OUTCROP
 HX2257_SP_SET: ROCK CLIFF
 HX2257_STAMPING: V 185 1958
 HX2257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2257+STABILITY: POSITION/ELEVATION WELL
 HX2257
 HX2257  HISTORY     - Date     Condition        Report By
 HX2257  HISTORY     - 1958     MONUMENTED       CGS
 HX2257
 HX2257                          STATION DESCRIPTION
 HX2257
 HX2257'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2257'5.1 MI SW FROM SETH.
 HX2257'ABOUT 2.7 MILES SOUTHWEST ALONG A BLACK TOP ROAD TO HOPKINS
 HX2257'FORK FROM THE CHESAPEAKE AND OHIO RAILWAY OVERPASS AT SETH,
 HX2257'THENCE 1.8 MILES SOUTHWEST ALONG A GRAVEL ROAD ALONG LAUREL
 HX2257'CREEK, THENCE 0.6 MILE SOUTH ALONG A SMALL ROAD ALONG COLD FORK,
 HX2257'0.6 MILE NORTH OF THE JUNCTION OF A TRAIL LEADING SOUTHEAST AND
 HX2257'ON OLD CABIN, SET VERTICALLY IN THE SOUTHWEST FACE OF A LAYERED
 HX2257'AND SLANTING CLIFF, (CLIFF IS ABOUT 15-FOOT HIGH AND 10 TO 20-FOOT
 HX2257'WIDE), 57 FEET NORTHEAST OF CENTER LINE OF ROAD, 57 FEET
 HX2257'NORTHEAST OF THE CENTER OF A FORD ACROSS COLD FORK, 1 1/2 FEET
 HX2257'ABOVE THE GROUND, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 HX2257'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2391 ***********************************************************************
 GX2391  DESIGNATION -  V 186
 GX2391  PID         -  GX2391
 GX2391  STATE/COUNTY-  WV/BOONE
 GX2391  USGS QUAD   -  WHARTON (1988)
 GX2391
 GX2391                         *CURRENT SURVEY CONTROL
 GX2391  ___________________________________________________________________
 GX2391* NAD 83(1986)-  37 55 53.     (N)    081 43 41.     (W)     SCALED    
 GX2391* NAVD 88     -       553.970  (meters)    1817.48   (feet)  ADJUSTED  
 GX2391  ___________________________________________________________________
 GX2391  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GX2391  DYNAMIC HT  -         553.571 (meters)    1816.17  (feet)  COMP
 GX2391  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 GX2391
 GX2391  VERT ORDER  -  SECOND    CLASS 0
 GX2391
 GX2391.The horizontal coordinates were scaled from a topographic map and have
 GX2391.an estimated accuracy of +/- 6 seconds.
 GX2391
 GX2391.The orthometric height was determined by differential leveling
 GX2391.and adjusted by the National Geodetic Survey in June 1991..
 GX2391
 GX2391.The geoid height was determined by GEOID03.
 GX2391
 GX2391.The dynamic height is computed by dividing the NAVD 88
 GX2391.geopotential number by the normal gravity value computed on the
 GX2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2391.degrees latitude (g = 980.6199 gals.).
 GX2391
 GX2391.The modeled gravity was interpolated from observed gravity values.
 GX2391
 GX2391;                    North         East    Units  Estimated Accuracy
 GX2391;SPC WV S     -   103,620.      536,000.      MT  (+/- 180 meters Scaled)
 GX2391
 GX2391                          SUPERSEDED SURVEY CONTROL
 GX2391
 GX2391  NGVD 29 (??/??/92)  554.185  (m)         1818.19   (f) ADJ UNCH    2 0
 GX2391
 GX2391.Superseded values are not recommended for survey control.
 GX2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2391.See file dsdata.txt to determine how the superseded data were derived.
 GX2391
 GX2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB360984(NAD 83)
 GX2391_MARKER: DB = BENCH MARK DISK
 GX2391_SETTING: 66 = SET IN ROCK OUTCROP
 GX2391_SP_SET: SET IN ROCK OUTCROP
 GX2391_STAMPING: V 186 1958
 GX2391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2391+STABILITY: POSITION/ELEVATION WELL
 GX2391
 GX2391  HISTORY     - Date     Condition        Report By
 GX2391  HISTORY     - 1958     MONUMENTED       CGS
 GX2391
 GX2391                          STATION DESCRIPTION
 GX2391
 GX2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2391'3.2 MI SW FROM CASEY.
 GX2391'ABOUT 2.65 MILES SOUTHWEST AND UPHILL ALONG A GRAVEL ROAD FROM
 GX2391'THE JUNCTION OF STATE HIGHWAY 79 AT THE CONFLUENCE OF CASEY CREEK
 GX2391'AND POND FORK AT CASEY, THENCE 0.5 MILE EAST ALONG A ROAD
 GX2391'FOLLOWING A RIDGE TOP, 0.3 MILE EAST OF THE JUNCTION OF DRIVE
 GX2391'TO A WOODEN FIRE TOWER AND LOG HOUSE, SET VERTICALLY IN THE
 GX2391'NORTH FACE OF A 3 1/2-FOOT HIGH LAYER OF ROCK IN 9-FOOT HIGH
 GX2391'CUT BANK, 2 FEET ABOVE THE GROUND, 27 FEET SOUTH OF THE CENTER LINE
 GX2391'OF THE ROAD, 45 FEET WEST OF THE CENTER WIRE OF A WOODEN POLE
 GX2391'HIGH POWER LINE CROSSING, 16 1/2 FEET SOUTH OF THE CENTER OF A
 GX2391'DITCH, AND ABOUT 5 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2332 ***********************************************************************
 GX2332  DESIGNATION -  V 187
 GX2332  PID         -  GX2332
 GX2332  STATE/COUNTY-  WV/BOONE
 GX2332  USGS QUAD   -  WHITESVILLE (1988)
 GX2332
 GX2332                         *CURRENT SURVEY CONTROL
 GX2332  ___________________________________________________________________
 GX2332* NAD 83(1986)-  37 57 00.     (N)    081 37 28.     (W)     SCALED    
 GX2332* NAVD 88     -       484.984  (meters)    1591.15   (feet)  ADJUSTED  
 GX2332  ___________________________________________________________________
 GX2332  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GX2332  DYNAMIC HT  -         484.626 (meters)    1589.98  (feet)  COMP
 GX2332  MODELED GRAV-     979,876.8   (mgal)                       NAVD 88
 GX2332
 GX2332  VERT ORDER  -  SECOND    CLASS 0
 GX2332
 GX2332.The horizontal coordinates were scaled from a topographic map and have
 GX2332.an estimated accuracy of +/- 6 seconds.
 GX2332
 GX2332.The orthometric height was determined by differential leveling
 GX2332.and adjusted by the National Geodetic Survey in June 1991..
 GX2332
 GX2332.The geoid height was determined by GEOID03.
 GX2332
 GX2332.The dynamic height is computed by dividing the NAVD 88
 GX2332.geopotential number by the normal gravity value computed on the
 GX2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2332.degrees latitude (g = 980.6199 gals.).
 GX2332
 GX2332.The modeled gravity was interpolated from observed gravity values.
 GX2332
 GX2332;                    North         East    Units  Estimated Accuracy
 GX2332;SPC WV S     -   105,620.      545,120.      MT  (+/- 180 meters Scaled)
 GX2332
 GX2332                          SUPERSEDED SURVEY CONTROL
 GX2332
 GX2332  NGVD 29 (??/??/92)  485.184  (m)         1591.81   (f) ADJ UNCH    2 0
 GX2332
 GX2332.Superseded values are not recommended for survey control.
 GX2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2332.See file dsdata.txt to determine how the superseded data were derived.
 GX2332
 GX2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC451004(NAD 83)
 GX2332_MARKER: DB = BENCH MARK DISK
 GX2332_SETTING: 66 = SET IN ROCK OUTCROP
 GX2332_SP_SET: ROCK CUT
 GX2332_STAMPING: V 187 1958
 GX2332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2332+STABILITY: POSITION/ELEVATION WELL
 GX2332
 GX2332  HISTORY     - Date     Condition        Report By
 GX2332  HISTORY     - 1958     MONUMENTED       CGS
 GX2332
 GX2332                          STATION DESCRIPTION
 GX2332
 GX2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2332'6.8 MI SW FROM WHITESVILLE.
 GX2332'ABOUT 6.8 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GX2332'JUNCTION OF STATE HIGHWAY 3 AT WHITESVILLE, ALSO 6.6 MILES
 GX2332'SOUTHEAST ALONG STATE HIGHWAY 78 FROM THE JUNCTION OF STATE
 GX2332'HIGHWAY 79 AT VAN, 0.1 MILE SOUTHEAST OF A HAIRPIN CURVE, 0.45
 GX2332'MILE WEST OF HIGHWAY MILE POST 7 AND JUNCTION OF TRAIL LEADING
 GX2332'SOUTH, 0.35 MILE WEST OF THE JUNCTION OF ROAD IN CREEK BED,
 GX2332'SET VERTICALLY IN THE SOUTHWEST FACE OF A 1 1/2-FOOT HIGH AND
 GX2332'8-FOOT WIDE LAYER OF ROCK IN SHALLY CUT BANK, 2 FEET ABOVE THE
 GX2332'GROUND, 11 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY
 GX2332'(GRAVEL ROAD), 4 FEET SOUTHEAST OF CORNER IN ROCK POINTING
 GX2332'TOWARDS THE HIGHWAY, 4 FEET NORTHWEST OF THE SOUTHEAST END OF
 GX2332'LAYER OF ROCK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2303 ***********************************************************************
 GX2303  DESIGNATION -  V 188
 GX2303  PID         -  GX2303
 GX2303  STATE/COUNTY-  WV/LOGAN
 GX2303  USGS QUAD   -  AMHERSTDALE (1989)
 GX2303
 GX2303                         *CURRENT SURVEY CONTROL
 GX2303  ___________________________________________________________________
 GX2303* NAD 83(1986)-  37 51 25.     (N)    081 48 57.     (W)     SCALED    
 GX2303* NAVD 88     -       323.366  (meters)    1060.91   (feet)  ADJUSTED  
 GX2303  ___________________________________________________________________
 GX2303  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GX2303  DYNAMIC HT  -         323.127 (meters)    1060.13  (feet)  COMP
 GX2303  MODELED GRAV-     979,882.9   (mgal)                       NAVD 88
 GX2303
 GX2303  VERT ORDER  -  SECOND    CLASS 0
 GX2303
 GX2303.The horizontal coordinates were scaled from a topographic map and have
 GX2303.an estimated accuracy of +/- 6 seconds.
 GX2303
 GX2303.The orthometric height was determined by differential leveling
 GX2303.and adjusted by the National Geodetic Survey in June 1991..
 GX2303
 GX2303.The geoid height was determined by GEOID03.
 GX2303
 GX2303.The dynamic height is computed by dividing the NAVD 88
 GX2303.geopotential number by the normal gravity value computed on the
 GX2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2303.degrees latitude (g = 980.6199 gals.).
 GX2303
 GX2303.The modeled gravity was interpolated from observed gravity values.
 GX2303
 GX2303;                    North         East    Units  Estimated Accuracy
 GX2303;SPC WV S     -    95,430.      528,210.      MT  (+/- 180 meters Scaled)
 GX2303
 GX2303                          SUPERSEDED SURVEY CONTROL
 GX2303
 GX2303  NGVD 29 (??/??/92)  323.564  (m)         1061.56   (f) ADJ UNCH    2 0
 GX2303
 GX2303.Superseded values are not recommended for survey control.
 GX2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2303.See file dsdata.txt to determine how the superseded data were derived.
 GX2303
 GX2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB282902(NAD 83)
 GX2303_MARKER: DB = BENCH MARK DISK
 GX2303_SETTING: 66 = SET IN ROCK OUTCROP
 GX2303_SP_SET: ROCK CUT
 GX2303_STAMPING: V 188 1958
 GX2303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2303+STABILITY: POSITION/ELEVATION WELL
 GX2303
 GX2303  HISTORY     - Date     Condition        Report By
 GX2303  HISTORY     - 1958     MONUMENTED       CGS
 GX2303
 GX2303                          STATION DESCRIPTION
 GX2303
 GX2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2303'2 MI SE FROM BLAIR.
 GX2303'ABOUT 2.05 MILES SOUTHEAST ALONG A ROAD TO AMHERSTDALE FROM
 GX2303'THE JUNCTION OF U.S. HIGHWAY 119 AT BLAIR, SET VERTICALLY IN
 GX2303'THE EAST FACE OF A SMOOTH 7-FOOT HIGH LAYER OF ROCK AT THE
 GX2303'BOTTOM OF A 15-FOOT HIGH ROCK CUT, 5 FEET ABOVE THE GROUND,
 GX2303'42 1/2 FEET WEST OF AND ACROSS THE CHESAPEAKE AND OHIO RAILWAY
 GX2303'FROM THE CENTER LINE OF THE BLACK TOP ROAD, 16 FEET WEST OF
 GX2303'THE WEST RAIL, 13 1/2 FEET NORTH OF A TELEPHONE POLE, ABOUT
 GX2303'3 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND ABOUT 5 1/2 FEET
 GX2303'ABOVE THE LEVEL OF THE BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2134 ***********************************************************************
 GX2134  DESIGNATION -  V 189
 GX2134  PID         -  GX2134
 GX2134  STATE/COUNTY-  WV/BOONE
 GX2134  USGS QUAD   -  PILOT KNOB (1989)
 GX2134
 GX2134                         *CURRENT SURVEY CONTROL
 GX2134  ___________________________________________________________________
 GX2134* NAD 83(1986)-  37 48 07.     (N)    081 35 35.     (W)     SCALED    
 GX2134* NAVD 88     -       436.799  (meters)    1433.06   (feet)  ADJUSTED  
 GX2134  ___________________________________________________________________
 GX2134  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GX2134  DYNAMIC HT  -         436.459 (meters)    1431.95  (feet)  COMP
 GX2134  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 GX2134
 GX2134  VERT ORDER  -  SECOND    CLASS 0
 GX2134
 GX2134.The horizontal coordinates were scaled from a topographic map and have
 GX2134.an estimated accuracy of +/- 6 seconds.
 GX2134
 GX2134.The orthometric height was determined by differential leveling
 GX2134.and adjusted by the National Geodetic Survey in June 1991..
 GX2134
 GX2134.The geoid height was determined by GEOID03.
 GX2134
 GX2134.The dynamic height is computed by dividing the NAVD 88
 GX2134.geopotential number by the normal gravity value computed on the
 GX2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2134.degrees latitude (g = 980.6199 gals.).
 GX2134
 GX2134.The modeled gravity was interpolated from observed gravity values.
 GX2134
 GX2134;                    North         East    Units  Estimated Accuracy
 GX2134;SPC WV S     -    89,170.      547,770.      MT  (+/- 180 meters Scaled)
 GX2134
 GX2134                          SUPERSEDED SURVEY CONTROL
 GX2134
 GX2134  NGVD 29 (??/??/92)  436.962  (m)         1433.60   (f) ADJ UNCH    2 0
 GX2134
 GX2134.Superseded values are not recommended for survey control.
 GX2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2134.See file dsdata.txt to determine how the superseded data were derived.
 GX2134
 GX2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB477840(NAD 83)
 GX2134_MARKER: DB = BENCH MARK DISK
 GX2134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2134_SP_SET: BRIDGE
 GX2134_STAMPING: V 189 1958
 GX2134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2134
 GX2134  HISTORY     - Date     Condition        Report By
 GX2134  HISTORY     - 1958     MONUMENTED       CGS
 GX2134
 GX2134                          STATION DESCRIPTION
 GX2134
 GX2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2134'6.2 MI SE FROM BALD KNOB.
 GX2134'ABOUT 6.2 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE BRIDGE
 GX2134'OVER JAMES BRANCH AT BALD KNOB, AT THE CONFLUENCE OF POND FORK
 GX2134'AND SKIN FORK, 14 FEET NORTH OF CENTER LINE OF HIGHWAY, IN TOP
 GX2134'OF THE NORTH END OF THE EAST CONCRETE ABUTMENT FOR CONCRETE BRIDGE
 GX2134'OVER THE MOUTH OF SKIN FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2362 ***********************************************************************
 GX2362  DESIGNATION -  V 190
 GX2362  PID         -  GX2362
 GX2362  STATE/COUNTY-  WV/LOGAN
 GX2362  USGS QUAD   -  AMHERSTDALE (1989)
 GX2362
 GX2362                         *CURRENT SURVEY CONTROL
 GX2362  ___________________________________________________________________
 GX2362* NAD 83(1986)-  37 47 05.     (N)    081 47 36.     (W)     SCALED    
 GX2362* NAVD 88     -       286.080  (meters)     938.58   (feet)  ADJUSTED  
 GX2362  ___________________________________________________________________
 GX2362  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GX2362  DYNAMIC HT  -         285.865 (meters)     937.88  (feet)  COMP
 GX2362  MODELED GRAV-     979,871.8   (mgal)                       NAVD 88
 GX2362
 GX2362  VERT ORDER  -  SECOND    CLASS 0
 GX2362
 GX2362.The horizontal coordinates were scaled from a topographic map and have
 GX2362.an estimated accuracy of +/- 6 seconds.
 GX2362
 GX2362.The orthometric height was determined by differential leveling
 GX2362.and adjusted by the National Geodetic Survey in June 1991..
 GX2362
 GX2362.The geoid height was determined by GEOID03.
 GX2362
 GX2362.The dynamic height is computed by dividing the NAVD 88
 GX2362.geopotential number by the normal gravity value computed on the
 GX2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2362.degrees latitude (g = 980.6199 gals.).
 GX2362
 GX2362.The modeled gravity was interpolated from observed gravity values.
 GX2362
 GX2362;                    North         East    Units  Estimated Accuracy
 GX2362;SPC WV S     -    87,390.      530,120.      MT  (+/- 180 meters Scaled)
 GX2362
 GX2362                          SUPERSEDED SURVEY CONTROL
 GX2362
 GX2362  NGVD 29 (??/??/92)  286.280  (m)          939.24   (f) ADJ UNCH    2 0
 GX2362
 GX2362.Superseded values are not recommended for survey control.
 GX2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2362.See file dsdata.txt to determine how the superseded data were derived.
 GX2362
 GX2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB301822(NAD 83)
 GX2362_MARKER: DB = BENCH MARK DISK
 GX2362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2362_SP_SET: BRIDGE
 GX2362_STAMPING: V 190 1958
 GX2362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2362
 GX2362  HISTORY     - Date     Condition        Report By
 GX2362  HISTORY     - 1958     MONUMENTED       CGS
 GX2362
 GX2362                          STATION DESCRIPTION
 GX2362
 GX2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2362'1 MI E FROM AMHERSTDALE.
 GX2362'ABOUT 1.05 MILES EAST ALONG A BLACK TOP ROAD TO SAUNDERS FROM
 GX2362'THE BANK BUILDING AT AMHERSTDALE, ALONG THE CHESAPEAKE AND OHIO
 GX2362'RAILWAY, IN TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT
 GX2362'OF BRIDGE 62 OVER ROBINETTE BRANCH, 47 YARDS SOUTH OF THE CENTER
 GX2362'LINE OF THE ROAD, 5 FEET NORTH OF THE NORTH RAIL, 25 YARDS
 GX2362'NORTHEAST OF THE POST OFFICE AT ROBINETTE AND THE GUYAN - EAGLE
 GX2362'COAL COMPANY STORE NO. 2, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GX2362'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1914 ***********************************************************************
 GX1914  DESIGNATION -  V 191
 GX1914  PID         -  GX1914
 GX1914  STATE/COUNTY-  WV/MCDOWELL
 GX1914  USGS QUAD   -  PATTERSON (1977)
 GX1914
 GX1914                         *CURRENT SURVEY CONTROL
 GX1914  ___________________________________________________________________
 GX1914* NAD 83(1986)-  37 19 59.     (N)    081 52 45.     (W)     SCALED    
 GX1914* NAVD 88     -       702.540  (meters)    2304.92   (feet)  ADJUSTED  
 GX1914  ___________________________________________________________________
 GX1914  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX1914  DYNAMIC HT  -         701.930 (meters)    2302.92  (feet)  COMP
 GX1914  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 GX1914
 GX1914  VERT ORDER  -  SECOND    CLASS 0
 GX1914
 GX1914.The horizontal coordinates were scaled from a topographic map and have
 GX1914.an estimated accuracy of +/- 6 seconds.
 GX1914
 GX1914.The orthometric height was determined by differential leveling
 GX1914.and adjusted by the National Geodetic Survey in June 1991..
 GX1914
 GX1914.The geoid height was determined by GEOID03.
 GX1914
 GX1914.The dynamic height is computed by dividing the NAVD 88
 GX1914.geopotential number by the normal gravity value computed on the
 GX1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1914.degrees latitude (g = 980.6199 gals.).
 GX1914
 GX1914.The modeled gravity was interpolated from observed gravity values.
 GX1914
 GX1914;                    North         East    Units  Estimated Accuracy
 GX1914;SPC WV S     -    37,340.      522,090.      MT  (+/- 180 meters Scaled)
 GX1914
 GX1914                          SUPERSEDED SURVEY CONTROL
 GX1914
 GX1914  NGVD 29 (??/??/92)  702.692  (m)         2305.42   (f) ADJ UNCH    2 0
 GX1914
 GX1914.Superseded values are not recommended for survey control.
 GX1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1914.See file dsdata.txt to determine how the superseded data were derived.
 GX1914
 GX1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB221321(NAD 83)
 GX1914_MARKER: DB = BENCH MARK DISK
 GX1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1914_STAMPING: V 191 1958
 GX1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1914+STABILITY: SURFACE MOTION
 GX1914
 GX1914  HISTORY     - Date     Condition        Report By
 GX1914  HISTORY     - 1958     MONUMENTED       CGS
 GX1914
 GX1914                          STATION DESCRIPTION
 GX1914
 GX1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1914'0.6 MI NE FROM PAYNESVILLE.
 GX1914'0.55 MILE NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE
 GX1914'AT PAYNESVILLE, ABOUT 0.85 MILE NORTHEAST OF THE VIRGINIA-WEST
 GX1914'VIRGINIA STATE LINE SIGN, 30 FEET EAST OF CENTER LINE OF HIGHWAY,
 GX1914'5 YARDS NORTH OF NORTH END OF A SMALL QUARRY, 24 FEET NORTHWEST
 GX1914'OF CENTER OF A GATE FOR A FOOT PATH TO U.S. DEPT. OF COMMERCE,
 GX1914'C.A.A. PROPERTY, 2 1/2 FEET NORTH OF A TELEPHONE POLE, ABOUT 1
 GX1914'FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GX1914'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1262 ***********************************************************************
 GX1262  DESIGNATION -  V 192
 GX1262  PID         -  GX1262
 GX1262  STATE/COUNTY-  WV/FAYETTE
 GX1262  USGS QUAD   -  THURMOND (1988)
 GX1262
 GX1262                         *CURRENT SURVEY CONTROL
 GX1262  ___________________________________________________________________
 GX1262* NAD 83(1986)-  37 57 30.     (N)    081 01 41.     (W)     SCALED    
 GX1262* NAVD 88     -       315.393  (meters)    1034.75   (feet)  ADJUSTED  
 GX1262  ___________________________________________________________________
 GX1262  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX1262  DYNAMIC HT  -         315.143 (meters)    1033.93  (feet)  COMP
 GX1262  MODELED GRAV-     979,830.7   (mgal)                       NAVD 88
 GX1262
 GX1262  VERT ORDER  -  FIRST     CLASS II
 GX1262
 GX1262.The horizontal coordinates were scaled from a topographic map and have
 GX1262.an estimated accuracy of +/- 6 seconds.
 GX1262
 GX1262.The orthometric height was determined by differential leveling
 GX1262.and adjusted by the National Geodetic Survey in June 1991..
 GX1262
 GX1262.The geoid height was determined by GEOID03.
 GX1262
 GX1262.The dynamic height is computed by dividing the NAVD 88
 GX1262.geopotential number by the normal gravity value computed on the
 GX1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1262.degrees latitude (g = 980.6199 gals.).
 GX1262
 GX1262.The modeled gravity was interpolated from observed gravity values.
 GX1262
 GX1262;                    North         East    Units  Estimated Accuracy
 GX1262;SPC WV S     -   106,360.      597,540.      MT  (+/- 180 meters Scaled)
 GX1262
 GX1262                          SUPERSEDED SURVEY CONTROL
 GX1262
 GX1262  NGVD 29 (??/??/92)  315.560  (m)         1035.30   (f) ADJ UNCH    1 2
 GX1262
 GX1262.Superseded values are not recommended for survey control.
 GX1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1262.See file dsdata.txt to determine how the superseded data were derived.
 GX1262
 GX1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC975011(NAD 83)
 GX1262_MARKER: DB = BENCH MARK DISK
 GX1262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1262_SP_SET: BRIDGE
 GX1262_STAMPING: V 192 1958
 GX1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1262
 GX1262  HISTORY     - Date     Condition        Report By
 GX1262  HISTORY     - 1958     MONUMENTED       CGS
 GX1262  HISTORY     - 1980     GOOD
 GX1262
 GX1262                          STATION DESCRIPTION
 GX1262
 GX1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1262'3 MI S FROM SEWELL.
 GX1262'ABOUT 3.05 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1262'FROM THE STATION AT SEWELL, ABOUT 3.75 MILES NORTHEAST ALONG
 GX1262'THE C. AND O. RY. FROM THE STATION AT THURMOND, 0.5 MILE NORTHEAST
 GX1262'OF MILEPOST 394, 80 YARDS NORTHEAST OF FIRE CREEK FLAG STATION,
 GX1262'3 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST MAIN
 GX1262'TRACK, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 GX1262'ABUTMENT OF 18 FOOT BRIDGE 3945 OVER FIRE CREEK, 5 FEET NORTHWEST
 GX1262'OF THE NORTHWEST RAIL OF SIDE TRACK TO COAL TIPPLE, 0.15 MILE
 GX1262'SOUTHWEST OF COAL TIPPLE, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 GX1262'THE MAIN TRACK.
 GX1262
 GX1262                          STATION RECOVERY (1980)
 GX1262
 GX1262'RECOVERED 1980
 GX1262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2055 ***********************************************************************
 GX2055  DESIGNATION -  V 193
 GX2055  PID         -  GX2055
 GX2055  STATE/COUNTY-  WV/MCDOWELL
 GX2055  USGS QUAD   -  GARY (1977)
 GX2055
 GX2055                         *CURRENT SURVEY CONTROL
 GX2055  ___________________________________________________________________
 GX2055* NAD 83(1986)-  37 20 53.     (N)    081 33 30.     (W)     SCALED    
 GX2055* NAVD 88     -       482.144  (meters)    1581.83   (feet)  ADJUSTED  
 GX2055  ___________________________________________________________________
 GX2055  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX2055  DYNAMIC HT  -         481.740 (meters)    1580.51  (feet)  COMP
 GX2055  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 GX2055
 GX2055  VERT ORDER  -  SECOND    CLASS 0
 GX2055
 GX2055.The horizontal coordinates were scaled from a topographic map and have
 GX2055.an estimated accuracy of +/- 6 seconds.
 GX2055
 GX2055.The orthometric height was determined by differential leveling
 GX2055.and adjusted by the National Geodetic Survey in June 1991..
 GX2055
 GX2055.The geoid height was determined by GEOID03.
 GX2055
 GX2055.The dynamic height is computed by dividing the NAVD 88
 GX2055.geopotential number by the normal gravity value computed on the
 GX2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2055.degrees latitude (g = 980.6199 gals.).
 GX2055
 GX2055.The modeled gravity was interpolated from observed gravity values.
 GX2055
 GX2055;                    North         East    Units  Estimated Accuracy
 GX2055;SPC WV S     -    38,780.      550,530.      MT  (+/- 180 meters Scaled)
 GX2055
 GX2055                          SUPERSEDED SURVEY CONTROL
 GX2055
 GX2055  NGVD 29 (??/??/92)  482.298  (m)         1582.34   (f) ADJ UNCH    2 0
 GX2055
 GX2055.Superseded values are not recommended for survey control.
 GX2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2055.See file dsdata.txt to determine how the superseded data were derived.
 GX2055
 GX2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB505336(NAD 83)
 GX2055_MARKER: DB = BENCH MARK DISK
 GX2055_SETTING: 66 = SET IN ROCK OUTCROP
 GX2055_SP_SET: OUTCROP
 GX2055_STAMPING: V 193 1958
 GX2055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2055+STABILITY: POSITION/ELEVATION WELL
 GX2055
 GX2055  HISTORY     - Date     Condition        Report By
 GX2055  HISTORY     - 1958     MONUMENTED       CGS
 GX2055  HISTORY     - 1967     MARK NOT FOUND   USGS
 GX2055
 GX2055                          STATION DESCRIPTION
 GX2055
 GX2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2055'2 MI SW FROM GARY.
 GX2055'1.25 MILES SOUTH ALONG A BLACK TOP ROAD LEADING TO ELBERT FROM
 GX2055'THE JUNCTION OF STATE HIGHWAY 85 AT GARY, THENCE 0.8 MILE
 GX2055'SOUTHWEST ALONG A BLACK TOP ROAD TO RIFT, 0.75 MILE SOUTHWEST
 GX2055'OF THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY, AT REAM,
 GX2055'ABOUT 17 YARDS EAST OF THE JUNCTION OF A BLACK TOP STREET
 GX2055'NORTHWEST, 21 FEET NORTH OF THE CENTER LINE OF ROAD, IN TOP OF A
 GX2055'ROCK LEDGE 10-FOOT LONG AND 4-FOOT WIDE AT THE BASE OF A ROCK
 GX2055'CUT, 3 1/2 FEET WEST OF THE SOUTHEAST CORNER OF THE LEDGE, 1 FOOT
 GX2055'NORTH OF THE SOUTH EDGE OF THE ROCK, AND ABOUT 5 FEET ABOVE THE
 GX2055'LEVEL OF THE ROAD.
 GX2055
 GX2055                          STATION RECOVERY (1967)
 GX2055
 GX2055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GX2055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2077 ***********************************************************************
 GX2077  DESIGNATION -  V 194
 GX2077  PID         -  GX2077
 GX2077  STATE/COUNTY-  WV/MCDOWELL
 GX2077  USGS QUAD   -  DAVY (1976)
 GX2077
 GX2077                         *CURRENT SURVEY CONTROL
 GX2077  ___________________________________________________________________
 GX2077* NAD 83(1986)-  37 23 00.     (N)    081 37 37.     (W)     SCALED    
 GX2077* NAVD 88     -       492.759  (meters)    1616.66   (feet)  ADJUSTED  
 GX2077  ___________________________________________________________________
 GX2077  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX2077  DYNAMIC HT  -         492.350 (meters)    1615.32  (feet)  COMP
 GX2077  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 GX2077
 GX2077  VERT ORDER  -  SECOND    CLASS 0
 GX2077
 GX2077.The horizontal coordinates were scaled from a topographic map and have
 GX2077.an estimated accuracy of +/- 6 seconds.
 GX2077
 GX2077.The orthometric height was determined by differential leveling
 GX2077.and adjusted by the National Geodetic Survey in June 1991..
 GX2077
 GX2077.The geoid height was determined by GEOID03.
 GX2077
 GX2077.The dynamic height is computed by dividing the NAVD 88
 GX2077.geopotential number by the normal gravity value computed on the
 GX2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2077.degrees latitude (g = 980.6199 gals.).
 GX2077
 GX2077.The modeled gravity was interpolated from observed gravity values.
 GX2077
 GX2077;                    North         East    Units  Estimated Accuracy
 GX2077;SPC WV S     -    42,730.      544,480.      MT  (+/- 180 meters Scaled)
 GX2077
 GX2077                          SUPERSEDED SURVEY CONTROL
 GX2077
 GX2077  NGVD 29 (??/??/92)  492.922  (m)         1617.19   (f) ADJ UNCH    2 0
 GX2077
 GX2077.Superseded values are not recommended for survey control.
 GX2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2077.See file dsdata.txt to determine how the superseded data were derived.
 GX2077
 GX2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB444375(NAD 83)
 GX2077_MARKER: DB = BENCH MARK DISK
 GX2077_SETTING: 66 = SET IN ROCK OUTCROP
 GX2077_SP_SET: LEDGE
 GX2077_STAMPING: V 194 1958
 GX2077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2077+STABILITY: POSITION/ELEVATION WELL
 GX2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX2077+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 GX2077
 GX2077  HISTORY     - Date     Condition        Report By
 GX2077  HISTORY     - 1958     MONUMENTED       CGS
 GX2077  HISTORY     - 20021120 GOOD             INDIV
 GX2077
 GX2077                          STATION DESCRIPTION
 GX2077
 GX2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2077'6 MI SW FROM WELCH.
 GX2077'2.15 MILES SOUTH ALONG STATE HIGHWAY 16 AND U.S. HIGHWAY 52 FROM
 GX2077'THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY AT WELCH, THENCE
 GX2077'3.85 MILES SOUTHWEST ALONG STATE HIGHWAY 16, 1.05 MILES NORTHEAST
 GX2077'OF A T ROAD JUNCTION, IN THE NORTHEAST EDGE OF COALWOOD, SET
 GX2077'VERTICALLY IN THE SOUTHEAST FACE OF A SLOPING ROCK LEDGE 50-FEET
 GX2077'LONG BY 8-FEET HIGH, 23 FEET NORTHWEST OF THE CENTER LINE OF THE
 GX2077'HIGHWAY, 16 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK,
 GX2077'AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2077
 GX2077                          STATION RECOVERY (2002)
 GX2077
 GX2077'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 GX2077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1926 ***********************************************************************
 GX1926  DESIGNATION -  V 195
 GX1926  PID         -  GX1926
 GX1926  STATE/COUNTY-  WV/MCDOWELL
 GX1926  USGS QUAD   -  IAEGER (1976)
 GX1926
 GX1926                         *CURRENT SURVEY CONTROL
 GX1926  ___________________________________________________________________
 GX1926* NAD 83(1986)-  37 25 01.     (N)    081 47 22.     (W)     SCALED    
 GX1926* NAVD 88     -       314.087  (meters)    1030.47   (feet)  ADJUSTED  
 GX1926  ___________________________________________________________________
 GX1926  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX1926  DYNAMIC HT  -         313.834 (meters)    1029.64  (feet)  COMP
 GX1926  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 GX1926
 GX1926  VERT ORDER  -  SECOND    CLASS 0
 GX1926
 GX1926.The horizontal coordinates were scaled from a topographic map and have
 GX1926.an estimated accuracy of +/- 6 seconds.
 GX1926
 GX1926.The orthometric height was determined by differential leveling
 GX1926.and adjusted by the National Geodetic Survey in June 1991..
 GX1926
 GX1926.The geoid height was determined by GEOID03.
 GX1926
 GX1926.The dynamic height is computed by dividing the NAVD 88
 GX1926.geopotential number by the normal gravity value computed on the
 GX1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1926.degrees latitude (g = 980.6199 gals.).
 GX1926
 GX1926.The modeled gravity was interpolated from observed gravity values.
 GX1926
 GX1926;                    North         East    Units  Estimated Accuracy
 GX1926;SPC WV S     -    46,570.      530,120.      MT  (+/- 180 meters Scaled)
 GX1926
 GX1926                          SUPERSEDED SURVEY CONTROL
 GX1926
 GX1926  NGVD 29 (??/??/92)  314.276  (m)         1031.09   (f) ADJ UNCH    2 0
 GX1926
 GX1926.Superseded values are not recommended for survey control.
 GX1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1926.See file dsdata.txt to determine how the superseded data were derived.
 GX1926
 GX1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB301414(NAD 83)
 GX1926_MARKER: DB = BENCH MARK DISK
 GX1926_SETTING: 66 = SET IN ROCK OUTCROP
 GX1926_SP_SET: SET IN ROCK OUTCROP
 GX1926_STAMPING: V 195 1958
 GX1926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1926+STABILITY: POSITION/ELEVATION WELL
 GX1926
 GX1926  HISTORY     - Date     Condition        Report By
 GX1926  HISTORY     - 1958     MONUMENTED       CGS
 GX1926
 GX1926                          STATION DESCRIPTION
 GX1926
 GX1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1926'4 MI S FROM IAEGER.
 GX1926'4.0 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE CROSSING OF THE
 GX1926'NORFOLK AND WESTERN RAILWAY AT IAEGER, ABOUT 0.35 MILE NORTHWEST
 GX1926'OF THE JUNCTION OF A ROAD EAST ACROSS A LONG BRIDGE OVER DRY
 GX1926'FORK AT AVONDALE, SET VERTICALLY IN THE NORTHEAST FACE OF A LONG
 GX1926'ROCK CUT, 22 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 87 FEET
 GX1926'NORTHWEST OF SOUTHEAST END OF ROCK CUT AND ABOUT 3 1/2 FEET
 GX1926'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2024 ***********************************************************************
 GX2024  DESIGNATION -  V 196
 GX2024  PID         -  GX2024
 GX2024  STATE/COUNTY-  WV/MCDOWELL
 GX2024  USGS QUAD   -  WELCH (1976)
 GX2024
 GX2024                         *CURRENT SURVEY CONTROL
 GX2024  ___________________________________________________________________
 GX2024* NAD 83(1986)-  37 26 51.     (N)    081 33 03.     (W)     SCALED    
 GX2024* NAVD 88     -       464.063  (meters)    1522.51   (feet)  ADJUSTED  
 GX2024  ___________________________________________________________________
 GX2024  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX2024  DYNAMIC HT  -         463.683 (meters)    1521.27  (feet)  COMP
 GX2024  MODELED GRAV-     979,796.3   (mgal)                       NAVD 88
 GX2024
 GX2024  VERT ORDER  -  SECOND    CLASS 0
 GX2024
 GX2024.The horizontal coordinates were scaled from a topographic map and have
 GX2024.an estimated accuracy of +/- 6 seconds.
 GX2024
 GX2024.The orthometric height was determined by differential leveling
 GX2024.and adjusted by the National Geodetic Survey in June 1991..
 GX2024
 GX2024.The geoid height was determined by GEOID03.
 GX2024
 GX2024.The dynamic height is computed by dividing the NAVD 88
 GX2024.geopotential number by the normal gravity value computed on the
 GX2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2024.degrees latitude (g = 980.6199 gals.).
 GX2024
 GX2024.The modeled gravity was interpolated from observed gravity values.
 GX2024
 GX2024;                    North         East    Units  Estimated Accuracy
 GX2024;SPC WV S     -    49,810.      551,260.      MT  (+/- 180 meters Scaled)
 GX2024
 GX2024                          SUPERSEDED SURVEY CONTROL
 GX2024
 GX2024  NGVD 29 (??/??/92)  464.230  (m)         1523.06   (f) ADJ UNCH    2 0
 GX2024
 GX2024.Superseded values are not recommended for survey control.
 GX2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2024.See file dsdata.txt to determine how the superseded data were derived.
 GX2024
 GX2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB512446(NAD 83)
 GX2024_MARKER: DB = BENCH MARK DISK
 GX2024_SETTING: 66 = SET IN ROCK OUTCROP
 GX2024_SP_SET: OUTCROP
 GX2024_STAMPING: V 196 1958
 GX2024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2024+STABILITY: POSITION/ELEVATION WELL
 GX2024
 GX2024  HISTORY     - Date     Condition        Report By
 GX2024  HISTORY     - 1958     MONUMENTED       CGS
 GX2024
 GX2024                          STATION DESCRIPTION
 GX2024
 GX2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2024'3.1 MI NE FROM WELCH.
 GX2024'3.1 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE COURT HOUSE
 GX2024'AT WELCH, 0.75 MILE EAST OF WELCH ELEMENTARY SCHOOL, ABOUT
 GX2024'50 YARDS SOUTHWEST OF A 36-INCH PIPE CULVERT UNDER HIGHWAY, AT
 GX2024'THE JUNCTION OF A DRIVE TO A SMALL FRAME HOUSE, ON THE INSIDE OF
 GX2024'A LONG CURVER, SET VERTICALLY IN THE SOUTHEAST FACE OF A LONG
 GX2024'LOW ROCK CUT, 21 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 GX2024'30 FEET SOUTHWEST OF NORTHEAST END OF ROCK AND ABOUT 1 1/2 FEET
 GX2024'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0068 ***********************************************************************
 GX0068  DESIGNATION -  V 197
 GX0068  PID         -  GX0068
 GX0068  STATE/COUNTY-  WV/GREENBRIER
 GX0068  USGS QUAD   -  RONCEVERTE (1971)
 GX0068
 GX0068                         *CURRENT SURVEY CONTROL
 GX0068  ___________________________________________________________________
 GX0068* NAD 83(1986)-  37 44 58.     (N)    080 27 36.     (W)     SCALED    
 GX0068* NAVD 88     -       507.902  (meters)    1666.34   (feet)  ADJUSTED  
 GX0068  ___________________________________________________________________
 GX0068  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX0068  DYNAMIC HT  -         507.483 (meters)    1664.97  (feet)  COMP
 GX0068  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 GX0068
 GX0068  VERT ORDER  -  FIRST     CLASS II
 GX0068
 GX0068.The horizontal coordinates were scaled from a topographic map and have
 GX0068.an estimated accuracy of +/- 6 seconds.
 GX0068
 GX0068.The orthometric height was determined by differential leveling
 GX0068.and adjusted by the National Geodetic Survey in June 1991..
 GX0068
 GX0068.The geoid height was determined by GEOID03.
 GX0068
 GX0068.The dynamic height is computed by dividing the NAVD 88
 GX0068.geopotential number by the normal gravity value computed on the
 GX0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0068.degrees latitude (g = 980.6199 gals.).
 GX0068
 GX0068.The modeled gravity was interpolated from observed gravity values.
 GX0068
 GX0068;                    North         East    Units  Estimated Accuracy
 GX0068;SPC WV S     -    83,320.      647,590.      MT  (+/- 180 meters Scaled)
 GX0068
 GX0068                          SUPERSEDED SURVEY CONTROL
 GX0068
 GX0068  NGVD 29 (??/??/92)  508.065  (m)         1666.88   (f) ADJ UNCH    1 2
 GX0068
 GX0068.Superseded values are not recommended for survey control.
 GX0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0068.See file dsdata.txt to determine how the superseded data were derived.
 GX0068
 GX0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB475781(NAD 83)
 GX0068_MARKER: DB = BENCH MARK DISK
 GX0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0068_SP_SET: TURNTABLE
 GX0068_STAMPING: V 197 1958
 GX0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0068
 GX0068  HISTORY     - Date     Condition        Report By
 GX0068  HISTORY     - 1958     MONUMENTED       CGS
 GX0068  HISTORY     - 1971     MARK NOT FOUND   USGS
 GX0068  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0068
 GX0068                          STATION DESCRIPTION
 GX0068
 GX0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0068'AT RONCEVERTE.
 GX0068'AT RONCEVERTE, 0.25 MILE EAST ALONG THE CHESAPEAKE AND OHIO
 GX0068'RAILWAY FROM THE STATION, 77 FEET SOUTH OF AND ACROSS THE SIDE
 GX0068'TRACK FROM THE SOUTH RAIL OF THE SOUTH MAIN TRACK, IN TOP OF THE
 GX0068'NORTH SIDE OF THE CIRCULAR CONCRETE WALL TO A TURNTABLE, 62 FEET
 GX0068'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK THAT CROSSES THE
 GX0068'TURNTABLE AT A POINT WHERE IT CROSSES THE WEST WALL, AND ABOUT
 GX0068'2 FEET BELOW THE LEVEL OF THE MAIN TRACK.
 GX0068
 GX0068                          STATION RECOVERY (1971)
 GX0068
 GX0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GX0068'MARK NOT FOUND.
 GX0068
 GX0068                          STATION RECOVERY (1983)
 GX0068
 GX0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0068'NOT RECOVERED, COULD NOT LOCATE ANYTHING OF A CIRCULAR NATURE AT THE
 GX0068'MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1236 ***********************************************************************
 GX1236  DESIGNATION -  V 198
 GX1236  PID         -  GX1236
 GX1236  STATE/COUNTY-  WV/FAYETTE
 GX1236  USGS QUAD   -  PRINCE (1989)
 GX1236
 GX1236                         *CURRENT SURVEY CONTROL
 GX1236  ___________________________________________________________________
 GX1236* NAD 83(1986)-  37 50 11.     (N)    081 03 20.     (W)     SCALED    
 GX1236* NAVD 88     -       370.140  (meters)    1214.37   (feet)  ADJUSTED  
 GX1236  ___________________________________________________________________
 GX1236  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX1236  DYNAMIC HT  -         369.846 (meters)    1213.40  (feet)  COMP
 GX1236  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 GX1236
 GX1236  VERT ORDER  -  FIRST     CLASS II
 GX1236
 GX1236.The horizontal coordinates were scaled from a topographic map and have
 GX1236.an estimated accuracy of +/- 6 seconds.
 GX1236
 GX1236.The orthometric height was determined by differential leveling
 GX1236.and adjusted by the National Geodetic Survey in June 1991..
 GX1236
 GX1236.The geoid height was determined by GEOID03.
 GX1236
 GX1236.The dynamic height is computed by dividing the NAVD 88
 GX1236.geopotential number by the normal gravity value computed on the
 GX1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1236.degrees latitude (g = 980.6199 gals.).
 GX1236
 GX1236.The modeled gravity was interpolated from observed gravity values.
 GX1236
 GX1236;                    North         East    Units  Estimated Accuracy
 GX1236;SPC WV S     -    92,830.      595,110.      MT  (+/- 180 meters Scaled)
 GX1236
 GX1236                          SUPERSEDED SURVEY CONTROL
 GX1236
 GX1236  NGVD 29 (??/??/92)  370.312  (m)         1214.93   (f) ADJ UNCH    1 2
 GX1236
 GX1236.Superseded values are not recommended for survey control.
 GX1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1236.See file dsdata.txt to determine how the superseded data were derived.
 GX1236
 GX1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB951876(NAD 83)
 GX1236_MARKER: DB = BENCH MARK DISK
 GX1236_SETTING: 80 = SET IN A BOULDER
 GX1236_SP_SET: BOULDER
 GX1236_STAMPING: V 198 1958
 GX1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1236+STABILITY: SURFACE MOTION
 GX1236
 GX1236  HISTORY     - Date     Condition        Report By
 GX1236  HISTORY     - 1958     MONUMENTED       CGS
 GX1236
 GX1236                          STATION DESCRIPTION
 GX1236
 GX1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1236'1.4 MI SW FROM QUINNIMONT.
 GX1236'ABOUT 1.45 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1236'FROM THE STATION AT QUINNIMONT, 0.35 MILE NORTHWEST OF MILEPOST
 GX1236'377, ABOUT 0.1 MILE NORTHWEST OF SIGNAL 3772, 113 YARDS SOUTHEAST
 GX1236'OF A YARD LIMIT SIGN, SET VERTICALLY IN THE BOTTOM HALF OF THE
 GX1236'SOUTHWEST FACE OF A 8-FOOT HIGH AND 14-BY 10-FOOT BOULDER AT
 GX1236'BOTTOM OF HILLSIDE, 3 1/2 FEET ABOVE THE BOTTOM OF DITCH, 10 FEET
 GX1236'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK OF THREE
 GX1236'TRACKS, 37 YARDS NORTHWEST OF A ROUND YELLOW PAINTED SIGN WITH
 GX1236'THE NUMBERS 30, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0736 ***********************************************************************
 GX0736  DESIGNATION -  V 199
 GX0736  PID         -  GX0736
 GX0736  STATE/COUNTY-  WV/SUMMERS
 GX0736  USGS QUAD   -  HINTON (1976)
 GX0736
 GX0736                         *CURRENT SURVEY CONTROL
 GX0736  ___________________________________________________________________
 GX0736* NAD 83(1986)-  37 43 28.     (N)    080 53 27.     (W)     SCALED    
 GX0736* NAVD 88     -       408.827  (meters)    1341.29   (feet)  ADJUSTED  
 GX0736  ___________________________________________________________________
 GX0736  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX0736  DYNAMIC HT  -         408.500 (meters)    1340.22  (feet)  COMP
 GX0736  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 GX0736
 GX0736  VERT ORDER  -  FIRST     CLASS II
 GX0736
 GX0736.The horizontal coordinates were scaled from a topographic map and have
 GX0736.an estimated accuracy of +/- 6 seconds.
 GX0736
 GX0736.The orthometric height was determined by differential leveling
 GX0736.and adjusted by the National Geodetic Survey in June 1991..
 GX0736
 GX0736.The geoid height was determined by GEOID03.
 GX0736
 GX0736.The dynamic height is computed by dividing the NAVD 88
 GX0736.geopotential number by the normal gravity value computed on the
 GX0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0736.degrees latitude (g = 980.6199 gals.).
 GX0736
 GX0736.The modeled gravity was interpolated from observed gravity values.
 GX0736
 GX0736;                    North         East    Units  Estimated Accuracy
 GX0736;SPC WV S     -    80,410.      609,620.      MT  (+/- 180 meters Scaled)
 GX0736
 GX0736                          SUPERSEDED SURVEY CONTROL
 GX0736
 GX0736  NGVD 29 (??/??/92)  409.002  (m)         1341.87   (f) ADJ UNCH    1 2
 GX0736
 GX0736.Superseded values are not recommended for survey control.
 GX0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0736.See file dsdata.txt to determine how the superseded data were derived.
 GX0736
 GX0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB096752(NAD 83)
 GX0736_MARKER: DB = BENCH MARK DISK
 GX0736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0736_SP_SET: ABUTMENT
 GX0736_STAMPING: V 199 1958
 GX0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0736
 GX0736  HISTORY     - Date     Condition        Report By
 GX0736  HISTORY     - 1958     MONUMENTED       CGS
 GX0736
 GX0736                          STATION DESCRIPTION
 GX0736
 GX0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0736'4.2 MI N FROM HINTON.
 GX0736'ABOUT 4.2 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0736'FROM THE STATION AT HINTON, 0.2 MILE NORTHWEST OF MILEPOST 361,
 GX0736'33 YARDS SOUTHEAST OF THE FLAG STATION AT BROOKS, 76 YARDS
 GX0736'SOUTHEAST OF A ROAD CROSSING, 6 FEET NORTHEAST OF THE NORTHEAST
 GX0736'RAIL OF THE NORTHEAST TRACK, IN TOP OF THE NORTHEAST END OF
 GX0736'THE NORTHWEST CONCRETE ABUTMENT OF 15-FOOT RAILROAD BRIDGE 3612
 GX0736'OVER KATES BRANCH, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 GX0736'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1894 ***********************************************************************
 HW1894  DESIGNATION -  V 2
 HW1894  PID         -  HW1894
 HW1894  STATE/COUNTY-  WV/RANDOLPH
 HW1894  USGS QUAD   -  ELKINS (1995)
 HW1894
 HW1894                         *CURRENT SURVEY CONTROL
 HW1894  ___________________________________________________________________
 HW1894* NAD 83(1986)-  38 55 31.     (N)    079 51 02.     (W)     SCALED    
 HW1894* NAVD 88     -       589.302  (meters)    1933.40   (feet)  ADJUSTED  
 HW1894  ___________________________________________________________________
 HW1894  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HW1894  DYNAMIC HT  -         588.885 (meters)    1932.03  (feet)  COMP
 HW1894  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 HW1894
 HW1894  VERT ORDER  -  FIRST     CLASS II
 HW1894
 HW1894.The horizontal coordinates were scaled from a topographic map and have
 HW1894.an estimated accuracy of +/- 6 seconds.
 HW1894
 HW1894.The orthometric height was determined by differential leveling
 HW1894.and adjusted by the National Geodetic Survey in June 1991..
 HW1894.WARNING-Repeat measurements at this control monument indicate possible
 HW1894.vertical movement.
 HW1894
 HW1894.The geoid height was determined by GEOID03.
 HW1894
 HW1894.The dynamic height is computed by dividing the NAVD 88
 HW1894.geopotential number by the normal gravity value computed on the
 HW1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1894.degrees latitude (g = 980.6199 gals.).
 HW1894
 HW1894.The modeled gravity was interpolated from observed gravity values.
 HW1894
 HW1894;                    North         East    Units  Estimated Accuracy
 HW1894;SPC WV S     -   214,310.      699,680.      MT  (+/- 180 meters Scaled)
 HW1894
 HW1894                          SUPERSEDED SURVEY CONTROL
 HW1894
 HW1894  NGVD 29 (??/??/92)  589.484  (m)         1934.00   (f) ADJ UNCH    1 2
 HW1894
 HW1894.Superseded values are not recommended for survey control.
 HW1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1894.See file dsdata.txt to determine how the superseded data were derived.
 HW1894
 HW1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND996091(NAD 83)
 HW1894_MARKER: DB = BENCH MARK DISK
 HW1894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1894_SP_SET: BUILDING
 HW1894_STAMPING: V 2 1933
 HW1894_MARK LOGO: CGS   
 HW1894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1894
 HW1894  HISTORY     - Date     Condition        Report By
 HW1894  HISTORY     - 1933     MONUMENTED       CGS
 HW1894  HISTORY     - 1962     GOOD             NGS
 HW1894  HISTORY     - 1964     GOOD             NGS
 HW1894  HISTORY     - 1983     GOOD             NGS
 HW1894
 HW1894                          STATION DESCRIPTION
 HW1894
 HW1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1894'AT ELKINS.
 HW1894'AT ELKINS, SET VERTICALLY IN THE WEST FACE OF THE BRICK WESTERN
 HW1894'MARYLAND RAILWAY STATION, 1-FOOT SOUTH OF THE NORTHWEST CORNER
 HW1894'OF THE BUILDING, 23 1/2 FEET EAST OF THE EAST RAIL, 4 FEET ABOVE
 HW1894'THE LEVEL OF THE PLATFORM, 20 FEET SOUTHEAST OF BENCH MARK 1930
 HW1894'USGS, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 HW1894
 HW1894                          STATION RECOVERY (1964)
 HW1894
 HW1894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW1894'RECOVERED IN GOOD CONDITION.
 HW1894
 HW1894                          STATION RECOVERY (1983)
 HW1894
 HW1894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0669 ***********************************************************************
 GX0669  DESIGNATION -  V 200
 GX0669  PID         -  GX0669
 GX0669  STATE/COUNTY-  WV/MONROE
 GX0669  USGS QUAD   -  FOREST HILL (1976)
 GX0669
 GX0669                         *CURRENT SURVEY CONTROL
 GX0669  ___________________________________________________________________
 GX0669* NAD 83(1986)-  37 30 30.     (N)    080 45 52.     (W)     SCALED    
 GX0669* NAVD 88     -       487.480  (meters)    1599.34   (feet)  ADJUSTED  
 GX0669  ___________________________________________________________________
 GX0669  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GX0669  DYNAMIC HT  -         487.074 (meters)    1598.01  (feet)  COMP
 GX0669  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 GX0669
 GX0669  VERT ORDER  -  FIRST     CLASS II
 GX0669
 GX0669.The horizontal coordinates were scaled from a topographic map and have
 GX0669.an estimated accuracy of +/- 6 seconds.
 GX0669
 GX0669.The orthometric height was determined by differential leveling
 GX0669.and adjusted by the National Geodetic Survey in June 1991..
 GX0669
 GX0669.The geoid height was determined by GEOID03.
 GX0669
 GX0669.The dynamic height is computed by dividing the NAVD 88
 GX0669.geopotential number by the normal gravity value computed on the
 GX0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0669.degrees latitude (g = 980.6199 gals.).
 GX0669
 GX0669.The modeled gravity was interpolated from observed gravity values.
 GX0669
 GX0669;                    North         East    Units  Estimated Accuracy
 GX0669;SPC WV S     -    56,450.      620,830.      MT  (+/- 180 meters Scaled)
 GX0669
 GX0669                          SUPERSEDED SURVEY CONTROL
 GX0669
 GX0669  NGVD 29 (??/??/92)  487.655  (m)         1599.91   (f) ADJ UNCH    1 2
 GX0669
 GX0669.Superseded values are not recommended for survey control.
 GX0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0669.See file dsdata.txt to determine how the superseded data were derived.
 GX0669
 GX0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB208512(NAD 83)
 GX0669_MARKER: DB = BENCH MARK DISK
 GX0669_SETTING: 66 = SET IN ROCK OUTCROP
 GX0669_SP_SET: ROCK CUT
 GX0669_STAMPING: V 200 1958
 GX0669_MARK LOGO: CGS   
 GX0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0669+STABILITY: POSITION/ELEVATION WELL
 GX0669
 GX0669  HISTORY     - Date     Condition        Report By
 GX0669  HISTORY     - 1958     MONUMENTED       CGS
 GX0669  HISTORY     - 1984     GOOD             NGS
 GX0669
 GX0669                          STATION DESCRIPTION
 GX0669
 GX0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0669'0.3 MI S FROM RED SULPHUR SPRINGS.
 GX0669'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 12 FROM THE POST
 GX0669'OFFICE AND ROAD JUNCTION AT RED SULPHUR SPRINGS, 0.15 MILE NORTH
 GX0669'OF CONCRETE BRIDGE OVER FITZ RUN, 16 FEET EAST OF CENTER LINE
 GX0669'OF HIGHWAY, SET VERTICALLY IN THE WEST FACE OF A SOLID 6-FOOT
 GX0669'HIGH ROCK CUT AT THE BOTTOM OF A 20-FOOT HIGH CUT, 3 1/2 FEET
 GX0669'ABOVE THE BOTTOM OF DITCH, 30 YARDS SOUTH OF TOP OF GRADE,
 GX0669'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX0669
 GX0669                          STATION RECOVERY (1984)
 GX0669
 GX0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0693 ***********************************************************************
 GX0693  DESIGNATION -  V 201
 GX0693  PID         -  GX0693
 GX0693  STATE/COUNTY-  WV/MONROE
 GX0693  USGS QUAD   -  ALDERSON (1976)
 GX0693
 GX0693                         *CURRENT SURVEY CONTROL
 GX0693  ___________________________________________________________________
 GX0693* NAD 83(1986)-  37 41 44.     (N)    080 40 09.     (W)     SCALED    
 GX0693* NAVD 88     -       469.198  (meters)    1539.36   (feet)  ADJUSTED  
 GX0693  ___________________________________________________________________
 GX0693  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX0693  DYNAMIC HT  -         468.812 (meters)    1538.09  (feet)  COMP
 GX0693  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 GX0693
 GX0693  VERT ORDER  -  FIRST     CLASS II
 GX0693
 GX0693.The horizontal coordinates were scaled from a topographic map and have
 GX0693.an estimated accuracy of +/- 6 seconds.
 GX0693
 GX0693.The orthometric height was determined by differential leveling
 GX0693.and adjusted by the National Geodetic Survey in June 1991..
 GX0693
 GX0693.The geoid height was determined by GEOID03.
 GX0693
 GX0693.The dynamic height is computed by dividing the NAVD 88
 GX0693.geopotential number by the normal gravity value computed on the
 GX0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0693.degrees latitude (g = 980.6199 gals.).
 GX0693
 GX0693.The modeled gravity was interpolated from observed gravity values.
 GX0693
 GX0693;                    North         East    Units  Estimated Accuracy
 GX0693;SPC WV S     -    77,250.      629,180.      MT  (+/- 180 meters Scaled)
 GX0693
 GX0693                          SUPERSEDED SURVEY CONTROL
 GX0693
 GX0693  NGVD 29 (??/??/92)  469.364  (m)         1539.91   (f) ADJ UNCH    1 2
 GX0693
 GX0693.Superseded values are not recommended for survey control.
 GX0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0693.See file dsdata.txt to determine how the superseded data were derived.
 GX0693
 GX0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB291720(NAD 83)
 GX0693_MARKER: DB = BENCH MARK DISK
 GX0693_SETTING: 66 = SET IN ROCK OUTCROP
 GX0693_SP_SET: ROCK CUT
 GX0693_STAMPING: V 201 1958
 GX0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0693+STABILITY: POSITION/ELEVATION WELL
 GX0693
 GX0693  HISTORY     - Date     Condition        Report By
 GX0693  HISTORY     - 1958     MONUMENTED       CGS
 GX0693  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0693
 GX0693                          STATION DESCRIPTION
 GX0693
 GX0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0693'3.8 MI SW FROM ALDERSON.
 GX0693'ABOUT 3.8 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0693'FROM THE STATION AT ALDERSON, ABOUT 3.7 MILES NORTHEAST ALONG THE
 GX0693'C. AND O. RY. FROM THE CROSSING OF A BLACK TOP ROAD AT PENCE
 GX0693'SPRINGS, SUMMERS COUNTY, 0.3 MILE EAST OF MILEPOST 340, 0.35 MILE
 GX0693'SOUTHWEST OF THE WOLF CREEK STATION SIGN, 164 YARDS SOUTHWEST OF
 GX0693'THE SOUTH END OF CONCRETE ARCHED RAILROAD BRIDGE OVER WOLF CREEK,
 GX0693'SET VERTICALLY IN THE NORTHWEST FACE OF 3 1/2-FOOT HIGH SMOOTH
 GX0693'LAYER OF ROCK AT BOTTOM OF 12-FOOT HIGH RECESSED PART OF ROCK CUT,
 GX0693'2.3 FEET ABOVE THE GROUND, 11 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 GX0693'RAIL OF THE SOUTHEAST TRACK AND AT OUTSIDE OF A CURVE, 64 YARDS
 GX0693'SOUTHWEST OF THE NORTHEAST END OF THE CUT, 32 YARDS SOUTHWEST OF
 GX0693'NORTHEAST END OF ROCKS IN CUT, AND ABOUT 1 FOOT ABOVE THE LEVEL
 GX0693'OF THE TRACK.
 GX0693
 GX0693                          STATION RECOVERY (1984)
 GX0693
 GX0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0693'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0693'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0051 ***********************************************************************
 GX0051  DESIGNATION -  V 202
 GX0051  PID         -  GX0051
 GX0051  STATE/COUNTY-  WV/GREENBRIER
 GX0051  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0051
 GX0051                         *CURRENT SURVEY CONTROL
 GX0051  ___________________________________________________________________
 GX0051* NAD 83(1986)-  37 46 42.     (N)    080 19 34.     (W)     SCALED    
 GX0051* NAVD 88     -       551.480  (meters)    1809.31   (feet)  ADJUSTED  
 GX0051  ___________________________________________________________________
 GX0051  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GX0051  DYNAMIC HT  -         551.024 (meters)    1807.82  (feet)  COMP
 GX0051  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 GX0051
 GX0051  VERT ORDER  -  FIRST     CLASS II
 GX0051
 GX0051.The horizontal coordinates were scaled from a topographic map and have
 GX0051.an estimated accuracy of +/- 6 seconds.
 GX0051
 GX0051.The orthometric height was determined by differential leveling
 GX0051.and adjusted by the National Geodetic Survey in June 1991..
 GX0051.WARNING-Repeat measurements at this control monument indicate possible
 GX0051.vertical movement.
 GX0051
 GX0051.The geoid height was determined by GEOID03.
 GX0051
 GX0051.The dynamic height is computed by dividing the NAVD 88
 GX0051.geopotential number by the normal gravity value computed on the
 GX0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0051.degrees latitude (g = 980.6199 gals.).
 GX0051
 GX0051.The modeled gravity was interpolated from observed gravity values.
 GX0051
 GX0051;                    North         East    Units  Estimated Accuracy
 GX0051;SPC WV S     -    86,600.      659,360.      MT  (+/- 180 meters Scaled)
 GX0051
 GX0051                          SUPERSEDED SURVEY CONTROL
 GX0051
 GX0051  NGVD 29 (??/??/92)  551.621  (m)         1809.78   (f) ADJ UNCH    1 2
 GX0051
 GX0051.Superseded values are not recommended for survey control.
 GX0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0051.See file dsdata.txt to determine how the superseded data were derived.
 GX0051
 GX0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB593814(NAD 83)
 GX0051_MARKER: DB = BENCH MARK DISK
 GX0051_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX0051_STAMPING: V 202 1958
 GX0051_MARK LOGO: CGS   
 GX0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0051
 GX0051  HISTORY     - Date     Condition        Report By
 GX0051  HISTORY     - 1958     MONUMENTED       CGS
 GX0051  HISTORY     - 1984     GOOD             NGS
 GX0051  HISTORY     - 20051004 MARK NOT FOUND   TEI
 GX0051
 GX0051                          STATION DESCRIPTION
 GX0051
 GX0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0051'1.4 MI W FROM W SULPHUR SPRINGS.
 GX0051'ABOUT 1.4 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE CHESAPEAKE
 GX0051'AND OHIO RAILWAY STATION AT WHITE SULPHUR SPRINGS, AT THE GREENBRIER
 GX0051'AIRPORT, 15 FEET NORTH OF THE CENTER LINE OF HIGHWAY, IN TOP OF
 GX0051'THE WING WALL AT THE NORTHWEST CORNER OF A 200-FOOT BRIDGE OVER
 GX0051'HOWARD CREEK, 1 FOOT NORTHWEST OF THE NORTHWEST CORNER OF THE
 GX0051'WEST POST OF THE NORTH GUARD RAIL, AND ABOUT 1/2 FOOT ABOVE THE
 GX0051'LEVEL OF THE HIGHWAY.
 GX0051
 GX0051                          STATION RECOVERY (1984)
 GX0051
 GX0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0051'RECOVERED IN GOOD CONDITION.
 GX0051
 GX0051                          STATION RECOVERY (2005)
 GX0051
 GX0051'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2005 (EMM)
 GX0051'BRIDGE HAS BEEN REPLACED, V 202 RESET HAS BEEN SET IN THE WEST END OF
 GX0051'THE NORTH BARRIER WALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1870 ***********************************************************************
 HX1870  DESIGNATION -  V 203
 HX1870  PID         -  HX1870
 HX1870  STATE/COUNTY-  WV/FAYETTE
 HX1870  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1870
 HX1870                         *CURRENT SURVEY CONTROL
 HX1870  ___________________________________________________________________
 HX1870* NAD 83(1986)-  38 08 11.     (N)    081 09 43.     (W)     SCALED    
 HX1870* NAVD 88     -       229.890  (meters)     754.23   (feet)  ADJUSTED  
 HX1870  ___________________________________________________________________
 HX1870  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HX1870  DYNAMIC HT  -         229.720 (meters)     753.67  (feet)  COMP
 HX1870  MODELED GRAV-     979,881.7   (mgal)                       NAVD 88
 HX1870
 HX1870  VERT ORDER  -  FIRST     CLASS II
 HX1870
 HX1870.The horizontal coordinates were scaled from a topographic map and have
 HX1870.an estimated accuracy of +/- 6 seconds.
 HX1870
 HX1870.The orthometric height was determined by differential leveling
 HX1870.and adjusted by the National Geodetic Survey in June 1991..
 HX1870
 HX1870.The geoid height was determined by GEOID03.
 HX1870
 HX1870.The dynamic height is computed by dividing the NAVD 88
 HX1870.geopotential number by the normal gravity value computed on the
 HX1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1870.degrees latitude (g = 980.6199 gals.).
 HX1870
 HX1870.The modeled gravity was interpolated from observed gravity values.
 HX1870
 HX1870;                    North         East    Units  Estimated Accuracy
 HX1870;SPC WV S     -   126,140.      585,800.      MT  (+/- 180 meters Scaled)
 HX1870
 HX1870                          SUPERSEDED SURVEY CONTROL
 HX1870
 HX1870  NGVD 29 (??/??/92)  230.071  (m)          754.82   (f) ADJ UNCH    1 2
 HX1870
 HX1870.Superseded values are not recommended for survey control.
 HX1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1870.See file dsdata.txt to determine how the superseded data were derived.
 HX1870
 HX1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC858209(NAD 83)
 HX1870_MARKER: DB = BENCH MARK DISK
 HX1870_SETTING: 66 = SET IN ROCK OUTCROP
 HX1870_SP_SET: ROCK CUT
 HX1870_STAMPING: V 203 1959
 HX1870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1870+STABILITY: POSITION/ELEVATION WELL
 HX1870
 HX1870  HISTORY     - Date     Condition        Report By
 HX1870  HISTORY     - 1959     MONUMENTED       CGS
 HX1870
 HX1870                          STATION DESCRIPTION
 HX1870
 HX1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1870'2.2 MI SE FROM GAULEY.
 HX1870'ABOUT 2.25 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1870'FROM THE STATION AT GAULEY, ALSO ABOUT 2.05 MILES NORTHWEST
 HX1870'ALONG THE C. AND O. RY. FROM THE STATION AT COTTON HILL, ABOUT
 HX1870'3 1/4 RAILS EAST OF MILEPOST 413, 22 FEET SOUTH OF THE SOUTH
 HX1870'RAIL OF THE SOUTH TRACK, SET VERTICALLY IN THE NORTHWEST FACE
 HX1870'OF THE NORTH CORNER OF A V SHAPED ROCK 15-FEET LONG BY 12-FEET
 HX1870'HIGH THAT PROJECTS FROM A HUGE ROCK CUT TOWARDS THE TRACK, 5 FEET
 HX1870'SOUTHWEST OF THE NORTH CORNER OF THE ROCK, 2 FEET ABOVE THE
 HX1870'GROUND, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1900 ***********************************************************************
 HX1900  DESIGNATION -  V 204
 HX1900  PID         -  HX1900
 HX1900  STATE/COUNTY-  WV/KANAWHA
 HX1900  USGS QUAD   -  CEDAR GROVE (1976)
 HX1900
 HX1900                         *CURRENT SURVEY CONTROL
 HX1900  ___________________________________________________________________
 HX1900* NAD 83(1986)-  38 12 32.     (N)    081 23 55.     (W)     SCALED    
 HX1900* NAVD 88     -       191.672  (meters)     628.84   (feet)  ADJUSTED  
 HX1900  ___________________________________________________________________
 HX1900  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HX1900  DYNAMIC HT  -         191.538 (meters)     628.40  (feet)  COMP
 HX1900  MODELED GRAV-     979,924.0   (mgal)                       NAVD 88
 HX1900
 HX1900  VERT ORDER  -  FIRST     CLASS II
 HX1900
 HX1900.The horizontal coordinates were scaled from a topographic map and have
 HX1900.an estimated accuracy of +/- 6 seconds.
 HX1900
 HX1900.The orthometric height was determined by differential leveling
 HX1900.and adjusted by the National Geodetic Survey in June 1991..
 HX1900
 HX1900.The geoid height was determined by GEOID03.
 HX1900
 HX1900.The dynamic height is computed by dividing the NAVD 88
 HX1900.geopotential number by the normal gravity value computed on the
 HX1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1900.degrees latitude (g = 980.6199 gals.).
 HX1900
 HX1900.The modeled gravity was interpolated from observed gravity values.
 HX1900
 HX1900;                    North         East    Units  Estimated Accuracy
 HX1900;SPC WV S     -   134,250.      565,090.      MT  (+/- 180 meters Scaled)
 HX1900
 HX1900                          SUPERSEDED SURVEY CONTROL
 HX1900
 HX1900  NGVD 29 (??/??/92)  191.864  (m)          629.47   (f) ADJ UNCH    1 2
 HX1900
 HX1900.Superseded values are not recommended for survey control.
 HX1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1900.See file dsdata.txt to determine how the superseded data were derived.
 HX1900
 HX1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC651290(NAD 83)
 HX1900_MARKER: DB = BENCH MARK DISK
 HX1900_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1900_SP_SET: CONCRETE BLOCK
 HX1900_STAMPING: V 204 1959
 HX1900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1900
 HX1900  HISTORY     - Date     Condition        Report By
 HX1900  HISTORY     - 1959     MONUMENTED       CGS
 HX1900
 HX1900                          STATION DESCRIPTION
 HX1900
 HX1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1900'2.4 MI SE FROM CEDAR GROVE.
 HX1900'ABOUT 2.45 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1900'FROM THE STATION AT CEDAR GROVE, AT THE EAST END OF RIVERSIDE,
 HX1900'0.25 MILE WEST OF MILEPOST 147, ABOUT 8 RAILS EAST OF A TWIN
 HX1900'ROCK CULVERT, 24 FEET EAST OF AND ACROSS A SIDE TRACK FROM THE
 HX1900'EAST RAIL OF THE MAIN TRACK, 11 FEET EAST OF THE EAST RAIL OF
 HX1900'THE SIDE TRACK, IN TOP OF THE EAST ONE OF TWO CONCRETE BLOCKS
 HX1900'2-FEET WIDE BY 4-FEET LONG, 78 FEET SOUTHEAST OF AND ACROSS THE
 HX1900'TRACK FROM RAILROAD SIGNAL MB, 51 FEET SOUTHWEST OF AND ACROSS
 HX1900'THE TRACK FROM MILEPOLE 146-31, AND ABOUT 1 1/2 FEET BELOW THE
 HX1900'LEVEL OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2058 ***********************************************************************
 HX2058  DESIGNATION -  V 205
 HX2058  PID         -  HX2058
 HX2058  STATE/COUNTY-  WV/KANAWHA
 HX2058  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2058
 HX2058                         *CURRENT SURVEY CONTROL
 HX2058  ___________________________________________________________________
 HX2058* NAD 83(1986)-  38 20 16.     (N)    081 36 29.     (W)     SCALED    
 HX2058* NAVD 88     -       187.435  (meters)     614.94   (feet)  ADJUSTED  
 HX2058  ___________________________________________________________________
 HX2058  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HX2058  DYNAMIC HT  -         187.304 (meters)     614.51  (feet)  COMP
 HX2058  MODELED GRAV-     979,927.0   (mgal)                       NAVD 88
 HX2058
 HX2058  VERT ORDER  -  FIRST     CLASS II
 HX2058
 HX2058.The horizontal coordinates were scaled from a topographic map and have
 HX2058.an estimated accuracy of +/- 6 seconds.
 HX2058
 HX2058.The orthometric height was determined by differential leveling
 HX2058.and adjusted by the National Geodetic Survey in June 1991..
 HX2058
 HX2058.The geoid height was determined by GEOID03.
 HX2058
 HX2058.The dynamic height is computed by dividing the NAVD 88
 HX2058.geopotential number by the normal gravity value computed on the
 HX2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2058.degrees latitude (g = 980.6199 gals.).
 HX2058
 HX2058.The modeled gravity was interpolated from observed gravity values.
 HX2058
 HX2058;                    North         East    Units  Estimated Accuracy
 HX2058;SPC WV S     -   148,650.      546,840.      MT  (+/- 180 meters Scaled)
 HX2058
 HX2058                          SUPERSEDED SURVEY CONTROL
 HX2058
 HX2058  NGVD 29 (??/??/92)  187.629  (m)          615.58   (f) ADJ UNCH    1 2
 HX2058
 HX2058.Superseded values are not recommended for survey control.
 HX2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2058.See file dsdata.txt to determine how the superseded data were derived.
 HX2058
 HX2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC468434(NAD 83)
 HX2058_MARKER: DB = BENCH MARK DISK
 HX2058_SETTING: 66 = SET IN ROCK OUTCROP
 HX2058_SP_SET: ROCK OUTCROP
 HX2058_STAMPING: V 205 1959
 HX2058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2058+STABILITY: POSITION/ELEVATION WELL
 HX2058
 HX2058  HISTORY     - Date     Condition        Report By
 HX2058  HISTORY     - 1959     MONUMENTED       CGS
 HX2058
 HX2058                          STATION DESCRIPTION
 HX2058
 HX2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX2058'1.4 MI SE FROM CHARLESTON.
 HX2058'ABOUT 1.45 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX2058'FROM THE STATION AT CHARLESTON, 0.45 MILE NORTHWEST OF MILEPOST
 HX2058'128, 0.1 MILE SOUTHEAST OF THE CROSSING OF CALIFORNIA AVENUE,
 HX2058'ON THE NORTHEAST SIDE OF OLD U.S. HIGHWAY 60, 7 FEET NORTHEAST
 HX2058'OF THE NORTHEAST CURB LINE OF THE OLD HIGHWAY, SET VERTICALLY
 HX2058'IN THE SOUTHWEST FACE OF A ROCK 8-FEET LONG BY 3-FEET HIGH THAT
 HX2058'IS PART OF THE MOUNTAIN SIDE, 50 FEET NORTHEAST OF AND ACROSS
 HX2058'THE OLD HIGHWAY FROM THE NORTHEAST RAIL OF THE NORTHEAST ONE
 HX2058'OF THREE TRACKS, 3 1/2 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 HX2058'ROCK, ABOUT 12 FEET ABOVE THE TRACK, AND ABOUT 3 1/2 FEET ABOVE
 HX2058'THE LEVEL OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0787 ***********************************************************************
 GX0787  DESIGNATION -  V 206
 GX0787  PID         -  GX0787
 GX0787  STATE/COUNTY-  WV/FAYETTE
 GX0787  USGS QUAD   -  DANESE (1987)
 GX0787
 GX0787                         *CURRENT SURVEY CONTROL
 GX0787  ___________________________________________________________________
 GX0787* NAD 83(1986)-  37 56 21.     (N)    080 54 11.     (W)     SCALED    
 GX0787* NAVD 88     -       784.428  (meters)    2573.58   (feet)  ADJUSTED  
 GX0787  ___________________________________________________________________
 GX0787  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX0787  DYNAMIC HT  -         783.771 (meters)    2571.42  (feet)  COMP
 GX0787  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 GX0787
 GX0787  VERT ORDER  -  SECOND    CLASS 0
 GX0787
 GX0787.The horizontal coordinates were scaled from a topographic map and have
 GX0787.an estimated accuracy of +/- 6 seconds.
 GX0787
 GX0787.The orthometric height was determined by differential leveling
 GX0787.and adjusted by the National Geodetic Survey in June 1991..
 GX0787
 GX0787.The geoid height was determined by GEOID03.
 GX0787
 GX0787.The dynamic height is computed by dividing the NAVD 88
 GX0787.geopotential number by the normal gravity value computed on the
 GX0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0787.degrees latitude (g = 980.6199 gals.).
 GX0787
 GX0787.The modeled gravity was interpolated from observed gravity values.
 GX0787
 GX0787;                    North         East    Units  Estimated Accuracy
 GX0787;SPC WV S     -   104,240.      608,520.      MT  (+/- 180 meters Scaled)
 GX0787
 GX0787                          SUPERSEDED SURVEY CONTROL
 GX0787
 GX0787  NGVD 29 (??/??/92)  784.570  (m)         2574.04   (f) ADJ UNCH    2 0
 GX0787
 GX0787.Superseded values are not recommended for survey control.
 GX0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0787.See file dsdata.txt to determine how the superseded data were derived.
 GX0787
 GX0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB085990(NAD 83)
 GX0787_MARKER: DB = BENCH MARK DISK
 GX0787_SETTING: 66 = SET IN ROCK OUTCROP
 GX0787_SP_SET: ROCK CUT
 GX0787_STAMPING: V 206 1961
 GX0787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0787+STABILITY: POSITION/ELEVATION WELL
 GX0787
 GX0787  HISTORY     - Date     Condition        Report By
 GX0787  HISTORY     - 1961     MONUMENTED       CGS
 GX0787
 GX0787                          STATION DESCRIPTION
 GX0787
 GX0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0787'0.6 MI N FROM DANESE.
 GX0787'ABOUT 0.55 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GX0787'AT DANESE, 40 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GX0787'30-FOOT CONCRETE BRIDGE OVER GLADE CREEK, SET ON THE TOP OF THE
 GX0787'WEST CORNER OF A TRIANGULAR SHAPED ROCK THAT IS PART OF THE BASE
 GX0787'OF A SHALEY ROCK CUT, 54 FEET EAST OF THE CENTER LINE OF THE
 GX0787'HIGHWAY, 1 FOOT EAST OF THE WEST CORNER OF THE ROCK AND 3 FEET
 GX0787'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0794 ***********************************************************************
 GX0794  DESIGNATION -  V 207
 GX0794  PID         -  GX0794
 GX0794  STATE/COUNTY-  WV/FAYETTE
 GX0794  USGS QUAD   -  RAINELLE (1976)
 GX0794
 GX0794                         *CURRENT SURVEY CONTROL
 GX0794  ___________________________________________________________________
 GX0794* NAD 83(1986)-  37 52 52.     (N)    080 52 01.     (W)     SCALED    
 GX0794* NAVD 88     -       757.431  (meters)    2485.00   (feet)  ADJUSTED  
 GX0794  ___________________________________________________________________
 GX0794  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX0794  DYNAMIC HT  -         756.794 (meters)    2482.91  (feet)  COMP
 GX0794  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 GX0794
 GX0794  VERT ORDER  -  SECOND    CLASS 0
 GX0794
 GX0794.The horizontal coordinates were scaled from a topographic map and have
 GX0794.an estimated accuracy of +/- 6 seconds.
 GX0794
 GX0794.The orthometric height was determined by differential leveling
 GX0794.and adjusted by the National Geodetic Survey in June 1991..
 GX0794
 GX0794.The geoid height was determined by GEOID03.
 GX0794
 GX0794.The dynamic height is computed by dividing the NAVD 88
 GX0794.geopotential number by the normal gravity value computed on the
 GX0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0794.degrees latitude (g = 980.6199 gals.).
 GX0794
 GX0794.The modeled gravity was interpolated from observed gravity values.
 GX0794
 GX0794;                    North         East    Units  Estimated Accuracy
 GX0794;SPC WV S     -    97,800.      611,710.      MT  (+/- 180 meters Scaled)
 GX0794
 GX0794                          SUPERSEDED SURVEY CONTROL
 GX0794
 GX0794  NGVD 29 (??/??/92)  757.575  (m)         2485.48   (f) ADJ UNCH    2 0
 GX0794
 GX0794.Superseded values are not recommended for survey control.
 GX0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0794.See file dsdata.txt to determine how the superseded data were derived.
 GX0794
 GX0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB117926(NAD 83)
 GX0794_MARKER: DB = BENCH MARK DISK
 GX0794_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0794_SP_SET: UNSPECIFIED ROCK
 GX0794_STAMPING: V 207 1961
 GX0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0794
 GX0794  HISTORY     - Date     Condition        Report By
 GX0794  HISTORY     - 1961     MONUMENTED       CGS
 GX0794
 GX0794                          STATION DESCRIPTION
 GX0794
 GX0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0794'1.2 MI N FROM MEADOW BRIDGE.
 GX0794'ABOUT 1.2 MILES NORTH ALONG A BLACK TOP ROAD LEADING TO U.S.
 GX0794'HIGHWAY 19 AND DANESE FROM THE HIGH SCHOOL BUILDING AT MEADOW
 GX0794'BRIDGE, 50 YARDS SOUTH OF THE JUNCTION OF A DRIVEWAY LEADING TO A
 GX0794'1 1/2 STORY BRICK BUIDING, 20 YARDS NORTHEAST OF THE NORTHEAST
 GX0794'CORNER OF THE HOUSE, SET ON THE TOP OF A SLOPING ROCK THAT IS
 GX0794'ABOUT 2 FEET SQUARE AND APPEARS TO BE STANDING ON ITS END, 21
 GX0794'FEET WEST OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH OF
 GX0794'TELEPHONE POLE NO. 4534 AND 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0819 ***********************************************************************
 GX0819  DESIGNATION -  V 208
 GX0819  PID         -  GX0819
 GX0819  STATE/COUNTY-  WV/FAYETTE
 GX0819  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0819
 GX0819                         *CURRENT SURVEY CONTROL
 GX0819  ___________________________________________________________________
 GX0819* NAD 83(1986)-  37 52 14.     (N)    080 50 45.     (W)     SCALED    
 GX0819* NAVD 88     -       762.820  (meters)    2502.69   (feet)  ADJUSTED  
 GX0819  ___________________________________________________________________
 GX0819  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX0819  DYNAMIC HT  -         762.179 (meters)    2500.58  (feet)  COMP
 GX0819  MODELED GRAV-     979,763.2   (mgal)                       NAVD 88
 GX0819
 GX0819  VERT ORDER  -  SECOND    CLASS 0
 GX0819
 GX0819.The horizontal coordinates were scaled from a topographic map and have
 GX0819.an estimated accuracy of +/- 6 seconds.
 GX0819
 GX0819.The orthometric height was determined by differential leveling
 GX0819.and adjusted by the National Geodetic Survey in June 1991..
 GX0819
 GX0819.The geoid height was determined by GEOID03.
 GX0819
 GX0819.The dynamic height is computed by dividing the NAVD 88
 GX0819.geopotential number by the normal gravity value computed on the
 GX0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0819.degrees latitude (g = 980.6199 gals.).
 GX0819
 GX0819.The modeled gravity was interpolated from observed gravity values.
 GX0819
 GX0819;                    North         East    Units  Estimated Accuracy
 GX0819;SPC WV S     -    96,630.      613,560.      MT  (+/- 180 meters Scaled)
 GX0819
 GX0819                          SUPERSEDED SURVEY CONTROL
 GX0819
 GX0819  NGVD 29 (??/??/92)  762.966  (m)         2503.16   (f) ADJ UNCH    2 0
 GX0819
 GX0819.Superseded values are not recommended for survey control.
 GX0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0819.See file dsdata.txt to determine how the superseded data were derived.
 GX0819
 GX0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB135914(NAD 83)
 GX0819_MARKER: DB = BENCH MARK DISK
 GX0819_SETTING: 66 = SET IN ROCK OUTCROP
 GX0819_SP_SET: ROCK CUT
 GX0819_STAMPING: V 208 1961
 GX0819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0819+STABILITY: POSITION/ELEVATION WELL
 GX0819
 GX0819  HISTORY     - Date     Condition        Report By
 GX0819  HISTORY     - 1961     MONUMENTED       CGS
 GX0819
 GX0819                          STATION DESCRIPTION
 GX0819
 GX0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0819'1 MI NE FROM MEADOW BRIDGE.
 GX0819'ABOUT 1.05 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0819'CHESAPEAKE AND OHIO RAILWAY STATION AT MEADOW BRIDGE, NEAR THE
 GX0819'SUMMIT OF A SLIGHT GRADE, SET VERTICALLY IN THE SOUTHEAST FACE
 GX0819'OF A ROCK CUT THAT IS ABOUT 90 YARDS LONG AND 8 FEET HIGH, 108
 GX0819'FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK, 21 FEET NORTHWEST
 GX0819'OF THE CENTER LINE OF THE HIGHWAY, 4 FEET ABOVE THE LEVEL OF
 GX0819'THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0977 ***********************************************************************
 GX0977  DESIGNATION -  V 209
 GX0977  PID         -  GX0977
 GX0977  STATE/COUNTY-  WV/FAYETTE
 GX0977  USGS QUAD   -  RAINELLE (1976)
 GX0977
 GX0977                         *CURRENT SURVEY CONTROL
 GX0977  ___________________________________________________________________
 GX0977* NAD 83(1986)-  37 57 56.     (N)    080 47 52.     (W)     SCALED    
 GX0977* NAVD 88     -       839.610  (meters)    2754.62   (feet)  ADJUSTED  
 GX0977  ___________________________________________________________________
 GX0977  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX0977  DYNAMIC HT  -         838.911 (meters)    2752.33  (feet)  COMP
 GX0977  MODELED GRAV-     979,767.5   (mgal)                       NAVD 88
 GX0977
 GX0977  VERT ORDER  -  SECOND    CLASS 0
 GX0977
 GX0977.The horizontal coordinates were scaled from a topographic map and have
 GX0977.an estimated accuracy of +/- 6 seconds.
 GX0977
 GX0977.The orthometric height was determined by differential leveling
 GX0977.and adjusted by the National Geodetic Survey in June 1991..
 GX0977
 GX0977.The geoid height was determined by GEOID03.
 GX0977
 GX0977.The dynamic height is computed by dividing the NAVD 88
 GX0977.geopotential number by the normal gravity value computed on the
 GX0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0977.degrees latitude (g = 980.6199 gals.).
 GX0977
 GX0977.The modeled gravity was interpolated from observed gravity values.
 GX0977
 GX0977;                    North         East    Units  Estimated Accuracy
 GX0977;SPC WV S     -   107,180.      617,770.      MT  (+/- 180 meters Scaled)
 GX0977
 GX0977                          SUPERSEDED SURVEY CONTROL
 GX0977
 GX0977  NGVD 29 (??/??/92)  839.755  (m)         2755.10   (f) ADJ UNCH    2 0
 GX0977
 GX0977.Superseded values are not recommended for survey control.
 GX0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0977.See file dsdata.txt to determine how the superseded data were derived.
 GX0977
 GX0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC177020(NAD 83)
 GX0977_MARKER: DB = BENCH MARK DISK
 GX0977_SETTING: 66 = SET IN ROCK OUTCROP
 GX0977_SP_SET: ROCK CUT
 GX0977_STAMPING: V 209 1961
 GX0977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0977+STABILITY: POSITION/ELEVATION WELL
 GX0977
 GX0977  HISTORY     - Date     Condition        Report By
 GX0977  HISTORY     - 1961     MONUMENTED       CGS
 GX0977
 GX0977                          STATION DESCRIPTION
 GX0977
 GX0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0977'1.4 MI W FROM RAINELLE.
 GX0977'ABOUT 1.35 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GX0977'STATE HIGHWAY 20 AT RAINELLE, NEAR THE NORTHEAST END OF A LONG
 GX0977'CURVE, SET VERTICALLY IN THE SOUTHEAST FACE OF A 20 FOOT HIGH
 GX0977'ROCK CUT, 18 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST
 GX0977'LANE OF THE HIGHWAY, 22 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 GX0977'ROCK PART OF THE CUT, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND
 GX0977'AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1070 ***********************************************************************
 KY1070  DESIGNATION -  V 21
 KY1070  PID         -  KY1070
 KY1070  STATE/COUNTY-  WV/HANCOCK
 KY1070  USGS QUAD   -  EAST LIVERPOOL SOUTH (1985)
 KY1070
 KY1070                         *CURRENT SURVEY CONTROL
 KY1070  ___________________________________________________________________
 KY1070* NAD 83(1986)-  40 37 15.     (N)    080 35 45.     (W)     SCALED    
 KY1070* NAVD 88     -       210.399  (meters)     690.28   (feet)  ADJUSTED  
 KY1070  ___________________________________________________________________
 KY1070  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KY1070  DYNAMIC HT  -         210.292 (meters)     689.93  (feet)  COMP
 KY1070  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 KY1070
 KY1070  VERT ORDER  -  FIRST     CLASS II
 KY1070
 KY1070.The horizontal coordinates were scaled from a topographic map and have
 KY1070.an estimated accuracy of +/- 6 seconds.
 KY1070
 KY1070.The orthometric height was determined by differential leveling
 KY1070.and adjusted by the National Geodetic Survey in June 1991..
 KY1070
 KY1070.The geoid height was determined by GEOID03.
 KY1070
 KY1070.The dynamic height is computed by dividing the NAVD 88
 KY1070.geopotential number by the normal gravity value computed on the
 KY1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1070.degrees latitude (g = 980.6199 gals.).
 KY1070
 KY1070.The modeled gravity was interpolated from observed gravity values.
 KY1070
 KY1070;                    North         East    Units  Estimated Accuracy
 KY1070;SPC WV N     -   236,030.      507,270.      MT  (+/- 180 meters Scaled)
 KY1070
 KY1070                          SUPERSEDED SURVEY CONTROL
 KY1070
 KY1070  NGVD 29 (??/??/92)  210.542  (m)          690.75   (f) ADJ UNCH    1 2
 KY1070
 KY1070.Superseded values are not recommended for survey control.
 KY1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1070.See file dsdata.txt to determine how the superseded data were derived.
 KY1070
 KY1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE341967(NAD 83)
 KY1070_MARKER: DB = BENCH MARK DISK
 KY1070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1070_SP_SET: BRIDGE
 KY1070_STAMPING: V 21 1935
 KY1070_MARK LOGO: CGS   
 KY1070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY1070+STABILITY: POSITION/ELEVATION WELL
 KY1070
 KY1070  HISTORY     - Date     Condition        Report By
 KY1070  HISTORY     - 1935     MONUMENTED       CGS
 KY1070  HISTORY     - 1983     GOOD             NGS
 KY1070
 KY1070                          STATION DESCRIPTION
 KY1070
 KY1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY1070'1.7 MI W FROM CHESTER.
 KY1070'1.7 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE OHIO
 KY1070'RIVER BRIDGE AT CHESTER, HANCOCK COUNTY, ABOUT 75 FEET NORTHEAST
 KY1070'OF THE NORTHEAST END OF THE SWITCH AT NEWELL, ABOUT 180 FEET
 KY1070'NORTHWEST OF A TELEPHONE BOOTH, AT CONCRETE BRIDGE 19.14, 9
 KY1070'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, AND IN
 KY1070'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL.  A
 KY1070'STANDARD DISK STAMPED V 21 1935.
 KY1070
 KY1070                          STATION RECOVERY (1983)
 KY1070
 KY1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY1070'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN NEWELL,
 KY1070'0.5 KM (0.3 MI) NORTHWEST ALONG THE CONRAIL RAILROAD FROM THE NEWELL
 KY1070'TOLL BRIDGE OVER THE OHIO RIVER TO THE MARK ON THE LEFT, IN TOP OF THE
 KY1070'NORTHWEST END OF THE SOUTHWEST HEADWALL OF A BRIDGE OVER A CREEK,
 KY1070'2.99 METERS (9.8 FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 KY1070'THE MARK IS 0.76 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0847 ***********************************************************************
 GX0847  DESIGNATION -  V 210
 GX0847  PID         -  GX0847
 GX0847  STATE/COUNTY-  WV/SUMMERS
 GX0847  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0847
 GX0847                         *CURRENT SURVEY CONTROL
 GX0847  ___________________________________________________________________
 GX0847* NAD 83(1986)-  37 45 25.     (N)    080 50 58.     (W)     SCALED    
 GX0847* NAVD 88     -       494.044  (meters)    1620.88   (feet)  ADJUSTED  
 GX0847  ___________________________________________________________________
 GX0847  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0847  DYNAMIC HT  -         493.643 (meters)    1619.56  (feet)  COMP
 GX0847  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 GX0847
 GX0847  VERT ORDER  -  SECOND    CLASS 0
 GX0847
 GX0847.The horizontal coordinates were scaled from a topographic map and have
 GX0847.an estimated accuracy of +/- 6 seconds.
 GX0847
 GX0847.The orthometric height was determined by differential leveling
 GX0847.and adjusted by the National Geodetic Survey in June 1991..
 GX0847
 GX0847.The geoid height was determined by GEOID03.
 GX0847
 GX0847.The dynamic height is computed by dividing the NAVD 88
 GX0847.geopotential number by the normal gravity value computed on the
 GX0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0847.degrees latitude (g = 980.6199 gals.).
 GX0847
 GX0847.The modeled gravity was interpolated from observed gravity values.
 GX0847
 GX0847;                    North         East    Units  Estimated Accuracy
 GX0847;SPC WV S     -    84,020.      613,270.      MT  (+/- 180 meters Scaled)
 GX0847
 GX0847                          SUPERSEDED SURVEY CONTROL
 GX0847
 GX0847  NGVD 29 (??/??/92)  494.214  (m)         1621.43   (f) ADJ UNCH    2 0
 GX0847
 GX0847.Superseded values are not recommended for survey control.
 GX0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0847.See file dsdata.txt to determine how the superseded data were derived.
 GX0847
 GX0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB132788(NAD 83)
 GX0847_MARKER: DB = BENCH MARK DISK
 GX0847_SETTING: 66 = SET IN ROCK OUTCROP
 GX0847_SP_SET: ROCK CUT
 GX0847_STAMPING: V 210 1961
 GX0847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0847+STABILITY: POSITION/ELEVATION WELL
 GX0847
 GX0847  HISTORY     - Date     Condition        Report By
 GX0847  HISTORY     - 1961     MONUMENTED       CGS
 GX0847
 GX0847                          STATION DESCRIPTION
 GX0847
 GX0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0847'3.4 MI SE FROM SANDSTONE.
 GX0847'0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE CHESAPEAKE AND
 GX0847'OHIO RAILWAY STATION AT SANDSTONE, THENCE 3.05 MILES SOUTHEAST
 GX0847'ALONG THE SANDSTONE-RAMP ROAD, ABOUT 30 YARDS SOUTHEAST OF THE
 GX0847'CENTER OF A JUNCTION FORMED BY A ROAD LEADING SOUTH, ON THE
 GX0847'NORTHWEST SLOPE OF A HILL, SET VERTICALLY IN THE SOUTHWEST FACE
 GX0847'OF A 3-FOOT HIGH LEDGE OF ROCK THAT IS PART OF A LONG ROCK AND
 GX0847'DIRT CUT, 21 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 GX0847'3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0887 ***********************************************************************
 GX0887  DESIGNATION -  V 211
 GX0887  PID         -  GX0887
 GX0887  STATE/COUNTY-  WV/SUMMERS
 GX0887  USGS QUAD   -  TALCOTT (1968)
 GX0887
 GX0887                         *CURRENT SURVEY CONTROL
 GX0887  ___________________________________________________________________
 GX0887* NAD 83(1986)-  37 43 31.     (N)    080 46 26.     (W)     SCALED    
 GX0887* NAVD 88     -       849.980  (meters)    2788.64   (feet)  ADJUSTED  
 GX0887  ___________________________________________________________________
 GX0887  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GX0887  DYNAMIC HT  -         849.240 (meters)    2786.21  (feet)  COMP
 GX0887  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 GX0887
 GX0887  VERT ORDER  -  SECOND    CLASS 0
 GX0887
 GX0887.The horizontal coordinates were scaled from a topographic map and have
 GX0887.an estimated accuracy of +/- 6 seconds.
 GX0887
 GX0887.The orthometric height was determined by differential leveling
 GX0887.and adjusted by the National Geodetic Survey in June 1991..
 GX0887
 GX0887.The geoid height was determined by GEOID03.
 GX0887
 GX0887.The dynamic height is computed by dividing the NAVD 88
 GX0887.geopotential number by the normal gravity value computed on the
 GX0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0887.degrees latitude (g = 980.6199 gals.).
 GX0887
 GX0887.The modeled gravity was interpolated from observed gravity values.
 GX0887
 GX0887;                    North         East    Units  Estimated Accuracy
 GX0887;SPC WV S     -    80,520.      619,930.      MT  (+/- 180 meters Scaled)
 GX0887
 GX0887                          SUPERSEDED SURVEY CONTROL
 GX0887
 GX0887  NGVD 29 (??/??/92)  850.119  (m)         2789.10   (f) ADJ UNCH    2 0
 GX0887
 GX0887.Superseded values are not recommended for survey control.
 GX0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0887.See file dsdata.txt to determine how the superseded data were derived.
 GX0887
 GX0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB199753(NAD 83)
 GX0887_MARKER: DB = BENCH MARK DISK
 GX0887_SETTING: 66 = SET IN ROCK OUTCROP
 GX0887_SP_SET: ROCK CUT
 GX0887_STAMPING: V 211 1961
 GX0887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0887+STABILITY: POSITION/ELEVATION WELL
 GX0887
 GX0887  HISTORY     - Date     Condition        Report By
 GX0887  HISTORY     - 1961     MONUMENTED       CGS
 GX0887
 GX0887                          STATION DESCRIPTION
 GX0887
 GX0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0887'1.1 MI N FROM JUDSON.
 GX0887'ABOUT 1.1 MILES NORTH ALONG A GRADED ROAD FROM THE T JUNCTION
 GX0887'AT JUDSON, ABOUT 1.15 MILES NORTH OF THE FOX SCHOOL, AT THE
 GX0887'INSIDE OF A CURVE, NEAR THE NORTHEAST END OF A SHORT CUT, SET
 GX0887'ON TOP OF THE NORTH END OF A ROCK THAT IS 8 FEET LONG AND 2 FEET
 GX0887'WIDE, 15 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 GX0887'WEST OF THE EAST CORNER OF THE ROCK AND 2 1/2 FEET ABOVE THE
 GX0887'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0900 ***********************************************************************
 GX0900  DESIGNATION -  V 212
 GX0900  PID         -  GX0900
 GX0900  STATE/COUNTY-  WV/SUMMERS
 GX0900  USGS QUAD   -  DAWSON (1971)
 GX0900
 GX0900                         *CURRENT SURVEY CONTROL
 GX0900  ___________________________________________________________________
 GX0900* NAD 83(1986)-  37 46 29.     (N)    080 41 56.     (W)     SCALED    
 GX0900* NAVD 88     -      1076.879  (meters)    3533.06   (feet)  ADJUSTED  
 GX0900  ___________________________________________________________________
 GX0900  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GX0900  DYNAMIC HT  -        1076.005 (meters)    3530.19  (feet)  COMP
 GX0900  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 GX0900
 GX0900  VERT ORDER  -  SECOND    CLASS 0
 GX0900
 GX0900.The horizontal coordinates were scaled from a topographic map and have
 GX0900.an estimated accuracy of +/- 6 seconds.
 GX0900
 GX0900.The orthometric height was determined by differential leveling
 GX0900.and adjusted by the National Geodetic Survey in June 1991..
 GX0900
 GX0900.The geoid height was determined by GEOID03.
 GX0900
 GX0900.The dynamic height is computed by dividing the NAVD 88
 GX0900.geopotential number by the normal gravity value computed on the
 GX0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0900.degrees latitude (g = 980.6199 gals.).
 GX0900
 GX0900.The modeled gravity was interpolated from observed gravity values.
 GX0900
 GX0900;                    North         East    Units  Estimated Accuracy
 GX0900;SPC WV S     -    86,030.      626,530.      MT  (+/- 180 meters Scaled)
 GX0900
 GX0900                          SUPERSEDED SURVEY CONTROL
 GX0900
 GX0900  NGVD 29 (??/??/92) 1077.076  (m)         3533.71   (f) ADJ UNCH    2 0
 GX0900
 GX0900.Superseded values are not recommended for survey control.
 GX0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0900.See file dsdata.txt to determine how the superseded data were derived.
 GX0900
 GX0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB265808(NAD 83)
 GX0900_MARKER: DB = BENCH MARK DISK
 GX0900_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0900_SP_SET: UNSPECIFIED ROCK
 GX0900_STAMPING: V 212 1961
 GX0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0900
 GX0900  HISTORY     - Date     Condition        Report By
 GX0900  HISTORY     - 1961     MONUMENTED       CGS
 GX0900  HISTORY     - 1972     MARK NOT FOUND   USGS
 GX0900
 GX0900                          STATION DESCRIPTION
 GX0900
 GX0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0900'14.1 MI NW FROM ALDERSON.
 GX0900'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0900'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 5.75 MILES
 GX0900'WEST ALONG A BLACK TOP ROAD, THENCE 5.75 MILES NORTHEAST ALONG
 GX0900'A GRADED ROAD TO THE KEENEY MOUNTAIN FIRE TOWER, THENCE 0.35
 GX0900'MILE NORTHEAST ALONG A ROUGH STEEP MOUNTAIN TRAIL, ABOUT 200
 GX0900'YARDS SOUTHEAST OF A POWER LINE, SET ON TOP OF THE WEST END OF A
 GX0900'ROCK THAT IS 8 FEET LONG AND 2 FEET WIDE, 2 1/2 FEET SOUTHEAST OF
 GX0900'THE CENTER LINE OF THE TRAIL, 1/2 FOOT EAST OF THE WEST END OF
 GX0900'THE ROCK AND 2 FEET ABOVE THE TRAIL.  NOTE-- MARK MAY BE REACHED
 GX0900'FROM THE POST OFFICE AT GRASSY MEADOWS BY GOING 1.3 MILES SOUTHEAST
 GX0900'ALONG A BLACK TOP ROAD, THENCE 3.55 MILES SOUTH ALONG A GRADED
 GX0900'ROAD, THENCE ABOUT 0.3 MILE WEST ALONG A STEEP ROUGH MOUNTAIN
 GX0900'TRAIL.
 GX0900
 GX0900                          STATION RECOVERY (1972)
 GX0900
 GX0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GX0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0993 ***********************************************************************
 GX0993  DESIGNATION -  V 213
 GX0993  PID         -  GX0993
 GX0993  STATE/COUNTY-  WV/SUMMERS
 GX0993  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0993
 GX0993                         *CURRENT SURVEY CONTROL
 GX0993  ___________________________________________________________________
 GX0993* NAD 83(1986)-  37 48 45.     (N)    080 46 28.     (W)     SCALED    
 GX0993* NAVD 88     -       793.148  (meters)    2602.19   (feet)  ADJUSTED  
 GX0993  ___________________________________________________________________
 GX0993  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX0993  DYNAMIC HT  -         792.493 (meters)    2600.04  (feet)  COMP
 GX0993  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 GX0993
 GX0993  VERT ORDER  -  SECOND    CLASS 0
 GX0993
 GX0993.The horizontal coordinates were scaled from a topographic map and have
 GX0993.an estimated accuracy of +/- 6 seconds.
 GX0993
 GX0993.The orthometric height was determined by differential leveling
 GX0993.and adjusted by the National Geodetic Survey in June 1991..
 GX0993
 GX0993.The geoid height was determined by GEOID03.
 GX0993
 GX0993.The dynamic height is computed by dividing the NAVD 88
 GX0993.geopotential number by the normal gravity value computed on the
 GX0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0993.degrees latitude (g = 980.6199 gals.).
 GX0993
 GX0993.The modeled gravity was interpolated from observed gravity values.
 GX0993
 GX0993;                    North         East    Units  Estimated Accuracy
 GX0993;SPC WV S     -    90,200.      619,860.      MT  (+/- 180 meters Scaled)
 GX0993
 GX0993                          SUPERSEDED SURVEY CONTROL
 GX0993
 GX0993  NGVD 29 (??/??/92)  793.315  (m)         2602.73   (f) ADJ UNCH    2 0
 GX0993
 GX0993.Superseded values are not recommended for survey control.
 GX0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0993.See file dsdata.txt to determine how the superseded data were derived.
 GX0993
 GX0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB198850(NAD 83)
 GX0993_MARKER: DB = BENCH MARK DISK
 GX0993_SETTING: 66 = SET IN ROCK OUTCROP
 GX0993_SP_SET: ROCK
 GX0993_STAMPING: V 213 1961
 GX0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0993+STABILITY: POSITION/ELEVATION WELL
 GX0993
 GX0993  HISTORY     - Date     Condition        Report By
 GX0993  HISTORY     - 1961     MONUMENTED       CGS
 GX0993
 GX0993                          STATION DESCRIPTION
 GX0993
 GX0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0993'4.8 MI SE FROM ELTON.
 GX0993'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE CHURCH
 GX0993'OF CHRIST AT ELTON, THENCE 0.5 MILE SOUTHEAST ALONG A BLACK TOP
 GX0993'ROAD, THENCE 2.75 MILES EAST ALONG A GRADED ROAD, ON THE SOUTHWEST
 GX0993'SLOPE OF A ROUGH CROOKED MOUNTAIN, AT THE INSIDE OF A SHARP
 GX0993'CURVE, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK THAT IS
 GX0993'4 FEET LONG AND 3 FEET HIGH AND IS PART OF A 10-FOOT HIGH CUT,
 GX0993'12 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET
 GX0993'ABOVE THE ROAD DITCH, ABOUT LEVEL WITH THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0931 ***********************************************************************
 GX0931  DESIGNATION -  V 214
 GX0931  PID         -  GX0931
 GX0931  STATE/COUNTY-  WV/GREENBRIER
 GX0931  USGS QUAD   -  RUPERT (1981)
 GX0931
 GX0931                         *CURRENT SURVEY CONTROL
 GX0931  ___________________________________________________________________
 GX0931* NAD 83(1986)-  37 56 56.     (N)    080 39 20.     (W)     SCALED    
 GX0931* NAVD 88     -       736.496  (meters)    2416.32   (feet)  ADJUSTED  
 GX0931  ___________________________________________________________________
 GX0931  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX0931  DYNAMIC HT  -         735.883 (meters)    2414.31  (feet)  COMP
 GX0931  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 GX0931
 GX0931  VERT ORDER  -  SECOND    CLASS 0
 GX0931
 GX0931.The horizontal coordinates were scaled from a topographic map and have
 GX0931.an estimated accuracy of +/- 6 seconds.
 GX0931
 GX0931.The orthometric height was determined by differential leveling
 GX0931.and adjusted by the National Geodetic Survey in June 1991..
 GX0931
 GX0931.The geoid height was determined by GEOID03.
 GX0931
 GX0931.The dynamic height is computed by dividing the NAVD 88
 GX0931.geopotential number by the normal gravity value computed on the
 GX0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0931.degrees latitude (g = 980.6199 gals.).
 GX0931
 GX0931.The modeled gravity was interpolated from observed gravity values.
 GX0931
 GX0931;                    North         East    Units  Estimated Accuracy
 GX0931;SPC WV S     -   105,370.      630,270.      MT  (+/- 180 meters Scaled)
 GX0931
 GX0931                          SUPERSEDED SURVEY CONTROL
 GX0931
 GX0931  NGVD 29 (??/??/92)  736.640  (m)         2416.79   (f) ADJ UNCH    2 0
 GX0931
 GX0931.Superseded values are not recommended for survey control.
 GX0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0931.See file dsdata.txt to determine how the superseded data were derived.
 GX0931
 GX0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC302002(NAD 83)
 GX0931_MARKER: DB = BENCH MARK DISK
 GX0931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0931_SP_SET: ABUTMENT
 GX0931_STAMPING: V 214 1961
 GX0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0931
 GX0931  HISTORY     - Date     Condition        Report By
 GX0931  HISTORY     - 1961     MONUMENTED       CGS
 GX0931
 GX0931                          STATION DESCRIPTION
 GX0931
 GX0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0931'2.5 MI SE FROM RUPERT.
 GX0931'ABOUT 2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0931'OFFICE AT RUPERT, 1.0 MILE NORTHWEST OF THE JUNCTION OF KIEFFER
 GX0931'ROAD WHICH IS AT THE SMALL TOWN OF CRAWLEY, SET ON THE TOP OF
 GX0931'THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF AN 85 FOOT STEEL
 GX0931'BRIDGE OVER LITTLE CLEAR CREEK, 14 FEET EAST OF THE CENTER LINE
 GX0931'OF THE HIGHWAY, 2 FEET WEST OF THE EAST END OF THE ABUTMENT AND
 GX0931'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0128 ***********************************************************************
 GX0128  DESIGNATION -  V 215
 GX0128  PID         -  GX0128
 GX0128  STATE/COUNTY-  WV/GREENBRIER
 GX0128  USGS QUAD   -  LEWISBURG (1979)
 GX0128
 GX0128                         *CURRENT SURVEY CONTROL
 GX0128  ___________________________________________________________________
 GX0128* NAD 83(1986)-  37 49 11.     (N)    080 28 35.     (W)     SCALED    
 GX0128* NAVD 88     -       635.900  (meters)    2086.28   (feet)  ADJUSTED  
 GX0128  ___________________________________________________________________
 GX0128  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX0128  DYNAMIC HT  -         635.372 (meters)    2084.55  (feet)  COMP
 GX0128  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 GX0128
 GX0128  VERT ORDER  -  SECOND    CLASS 0
 GX0128
 GX0128.The horizontal coordinates were scaled from a topographic map and have
 GX0128.an estimated accuracy of +/- 6 seconds.
 GX0128
 GX0128.The orthometric height was determined by differential leveling
 GX0128.and adjusted by the National Geodetic Survey in June 1991..
 GX0128
 GX0128.The geoid height was determined by GEOID03.
 GX0128
 GX0128.The dynamic height is computed by dividing the NAVD 88
 GX0128.geopotential number by the normal gravity value computed on the
 GX0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0128.degrees latitude (g = 980.6199 gals.).
 GX0128
 GX0128.The modeled gravity was interpolated from observed gravity values.
 GX0128
 GX0128;                    North         East    Units  Estimated Accuracy
 GX0128;SPC WV S     -    91,110.      646,100.      MT  (+/- 180 meters Scaled)
 GX0128
 GX0128                          SUPERSEDED SURVEY CONTROL
 GX0128
 GX0128  NGVD 29 (??/??/92)  636.049  (m)         2086.77   (f) ADJ UNCH    2 0
 GX0128
 GX0128.Superseded values are not recommended for survey control.
 GX0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0128.See file dsdata.txt to determine how the superseded data were derived.
 GX0128
 GX0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB460859(NAD 83)
 GX0128_MARKER: DB = BENCH MARK DISK
 GX0128_SETTING: 66 = SET IN ROCK OUTCROP
 GX0128_SP_SET: ROCK
 GX0128_STAMPING: V 215 1961
 GX0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0128+STABILITY: POSITION/ELEVATION WELL
 GX0128
 GX0128  HISTORY     - Date     Condition        Report By
 GX0128  HISTORY     - 1961     MONUMENTED       CGS
 GX0128  HISTORY     - 1983     GOOD             NGS
 GX0128
 GX0128                          STATION DESCRIPTION
 GX0128
 GX0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0128'2.4 MI NW FROM LEWISBURG.
 GX0128'ABOUT 2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0128'OFFICE AT LEWISBURG, 0.75 MILE NORTHWEST OF THE JUNCTION OF COUNTY
 GX0128'ROAD NO. 33, 0.4 MILE SOUTHEAST OF THE JUNCTION OF COUNTY ROAD
 GX0128'12, AT THE JUNCTION OF THE NORTH DRIVE TO A SMALL ROADSIDE PARK,
 GX0128'SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK THAT IS 10 FEET
 GX0128'LONG AND 5 FEET HIGH AND IS PART OF A LONG CUT, 41 FEET EAST OF
 GX0128'THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTHEAST OF THE CENTER
 GX0128'LINE OF DRIVE AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX0128
 GX0128                          STATION RECOVERY (1983)
 GX0128
 GX0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1021 ***********************************************************************
 GX1021  DESIGNATION -  V 216
 GX1021  PID         -  GX1021
 GX1021  STATE/COUNTY-  WV/GREENBRIER
 GX1021  USGS QUAD   -  ASBURY (1979)
 GX1021
 GX1021                         *CURRENT SURVEY CONTROL
 GX1021  ___________________________________________________________________
 GX1021* NAD 83(1986)-  37 48 52.     (N)    080 35 40.     (W)     SCALED    
 GX1021* NAVD 88     -       527.771  (meters)    1731.53   (feet)  ADJUSTED  
 GX1021  ___________________________________________________________________
 GX1021  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX1021  DYNAMIC HT  -         527.342 (meters)    1730.12  (feet)  COMP
 GX1021  MODELED GRAV-     979,799.8   (mgal)                       NAVD 88
 GX1021
 GX1021  VERT ORDER  -  SECOND    CLASS 0
 GX1021
 GX1021.The horizontal coordinates were scaled from a topographic map and have
 GX1021.an estimated accuracy of +/- 6 seconds.
 GX1021
 GX1021.The orthometric height was determined by differential leveling
 GX1021.and adjusted by the National Geodetic Survey in June 1991..
 GX1021
 GX1021.The geoid height was determined by GEOID03.
 GX1021
 GX1021.The dynamic height is computed by dividing the NAVD 88
 GX1021.geopotential number by the normal gravity value computed on the
 GX1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1021.degrees latitude (g = 980.6199 gals.).
 GX1021
 GX1021.The modeled gravity was interpolated from observed gravity values.
 GX1021
 GX1021;                    North         East    Units  Estimated Accuracy
 GX1021;SPC WV S     -    90,470.      635,710.      MT  (+/- 180 meters Scaled)
 GX1021
 GX1021                          SUPERSEDED SURVEY CONTROL
 GX1021
 GX1021  NGVD 29 (??/??/92)  527.931  (m)         1732.05   (f) ADJ UNCH    2 0
 GX1021
 GX1021.Superseded values are not recommended for survey control.
 GX1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1021.See file dsdata.txt to determine how the superseded data were derived.
 GX1021
 GX1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB356853(NAD 83)
 GX1021_MARKER: DB = BENCH MARK DISK
 GX1021_SETTING: 66 = SET IN ROCK OUTCROP
 GX1021_SP_SET: ROCK LEDGE
 GX1021_STAMPING: V 216 1961
 GX1021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1021+STABILITY: POSITION/ELEVATION WELL
 GX1021
 GX1021  HISTORY     - Date     Condition        Report By
 GX1021  HISTORY     - 1961     MONUMENTED       CGS
 GX1021
 GX1021                          STATION DESCRIPTION
 GX1021
 GX1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1021'2.6 MI SW FROM ASBURY.
 GX1021'ABOUT 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE WEST
 GX1021'POINT BAPTIST CHURCH AT ASBURY, THENCE 1.9 MILES WEST ALONG
 GX1021'COUNTY ROAD NO. 31, 0.5 MILE EAST OF A 250 FEET LONG BRIDGE OVER
 GX1021'MUDDY CREEK, 60 YARDS EAST OF THE JUNCTION OF A DRIVE LEADING
 GX1021'NORTH TO A TWO STORY HOUSE, SET ON THE TOP OF A ROCK LEDGE THAT
 GX1021'IS 20 FEET LONG AND 3 FEET HIGH, 35 FEET NORTH OF THE CENTER LINE
 GX1021'OF THE ROAD, 7 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE ROCK
 GX1021'AND 8 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1039 ***********************************************************************
 GX1039  DESIGNATION -  V 217
 GX1039  PID         -  GX1039
 GX1039  STATE/COUNTY-  WV/GREENBRIER
 GX1039  USGS QUAD   -  ASBURY (1979)
 GX1039
 GX1039                         *CURRENT SURVEY CONTROL
 GX1039  ___________________________________________________________________
 GX1039* NAD 83(1986)-  37 52 12.     (N)    080 32 58.     (W)     SCALED    
 GX1039* NAVD 88     -       718.772  (meters)    2358.17   (feet)  ADJUSTED  
 GX1039  ___________________________________________________________________
 GX1039  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GX1039  DYNAMIC HT  -         718.166 (meters)    2356.18  (feet)  COMP
 GX1039  MODELED GRAV-     979,762.4   (mgal)                       NAVD 88
 GX1039
 GX1039  VERT ORDER  -  SECOND    CLASS 0
 GX1039
 GX1039.The horizontal coordinates were scaled from a topographic map and have
 GX1039.an estimated accuracy of +/- 6 seconds.
 GX1039
 GX1039.The orthometric height was determined by differential leveling
 GX1039.and adjusted by the National Geodetic Survey in June 1991..
 GX1039
 GX1039.The geoid height was determined by GEOID03.
 GX1039
 GX1039.The dynamic height is computed by dividing the NAVD 88
 GX1039.geopotential number by the normal gravity value computed on the
 GX1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1039.degrees latitude (g = 980.6199 gals.).
 GX1039
 GX1039.The modeled gravity was interpolated from observed gravity values.
 GX1039
 GX1039;                    North         East    Units  Estimated Accuracy
 GX1039;SPC WV S     -    96,660.      639,640.      MT  (+/- 180 meters Scaled)
 GX1039
 GX1039                          SUPERSEDED SURVEY CONTROL
 GX1039
 GX1039  NGVD 29 (??/??/92)  718.919  (m)         2358.65   (f) ADJ UNCH    2 0
 GX1039
 GX1039.Superseded values are not recommended for survey control.
 GX1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1039.See file dsdata.txt to determine how the superseded data were derived.
 GX1039
 GX1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB396914(NAD 83)
 GX1039_MARKER: DB = BENCH MARK DISK
 GX1039_SETTING: 66 = SET IN ROCK OUTCROP
 GX1039_SP_SET: ROCK
 GX1039_STAMPING: V 217 1961
 GX1039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1039+STABILITY: POSITION/ELEVATION WELL
 GX1039
 GX1039  HISTORY     - Date     Condition        Report By
 GX1039  HISTORY     - 1961     MONUMENTED       CGS
 GX1039  HISTORY     - 1973     GOOD             MME
 GX1039
 GX1039                          STATION DESCRIPTION
 GX1039
 GX1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1039'4.4 MI SE FROM LEWISBURG.
 GX1039'ABOUT 4.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 GX1039'METHODIST CHURCH AT CLINTONVILLE, 0.4 MILE WEST OF THE JUNCTION
 GX1039'OF STATE HIGHWAY 12 LEADING SOUTH TO ALDERSON, AT THE INSIDE
 GX1039'OF A CURVE, SET VERTICALLY IN THE SOUTH FACE OF A ROCK THAT IS
 GX1039'15 FEET LONG AND 4 FEET HIGH AND IS PART OF A 12 FOOT HIGH CUT,
 GX1039'24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 96 FEET EAST OF
 GX1039'THE NORTHEAST END OF A 36 INCH PIPE CULVERT WITH A CONCRETE
 GX1039'HEADWALL, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GX1039
 GX1039                          STATION RECOVERY (1973)
 GX1039
 GX1039'RECOVERY NOTE BY MYERS-MACOMBER ENGINEERS 1973
 GX1039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1993 ***********************************************************************
 HX1993  DESIGNATION -  V 218
 HX1993  PID         -  HX1993
 HX1993  STATE/COUNTY-  WV/FAYETTE
 HX1993  USGS QUAD   -  ANSTED (1976)
 HX1993
 HX1993                         *CURRENT SURVEY CONTROL
 HX1993  ___________________________________________________________________
 HX1993* NAD 83(1986)-  38 07 46.     (N)    081 06 23.     (W)     SCALED    
 HX1993* NAVD 88     -       343.991  (meters)    1128.58   (feet)  ADJUSTED  
 HX1993  ___________________________________________________________________
 HX1993  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HX1993  DYNAMIC HT  -         343.736 (meters)    1127.74  (feet)  COMP
 HX1993  MODELED GRAV-     979,876.2   (mgal)                       NAVD 88
 HX1993
 HX1993  VERT ORDER  -  SECOND    CLASS 0
 HX1993
 HX1993.The horizontal coordinates were scaled from a topographic map and have
 HX1993.an estimated accuracy of +/- 6 seconds.
 HX1993
 HX1993.The orthometric height was determined by differential leveling
 HX1993.and adjusted by the National Geodetic Survey in June 1991..
 HX1993
 HX1993.The geoid height was determined by GEOID03.
 HX1993
 HX1993.The dynamic height is computed by dividing the NAVD 88
 HX1993.geopotential number by the normal gravity value computed on the
 HX1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1993.degrees latitude (g = 980.6199 gals.).
 HX1993
 HX1993.The modeled gravity was interpolated from observed gravity values.
 HX1993
 HX1993;                    North         East    Units  Estimated Accuracy
 HX1993;SPC WV S     -   125,360.      590,670.      MT  (+/- 180 meters Scaled)
 HX1993
 HX1993                          SUPERSEDED SURVEY CONTROL
 HX1993
 HX1993  NGVD 29 (??/??/92)  344.169  (m)         1129.16   (f) ADJ UNCH    2 0
 HX1993
 HX1993.Superseded values are not recommended for survey control.
 HX1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1993.See file dsdata.txt to determine how the superseded data were derived.
 HX1993
 HX1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC906201(NAD 83)
 HX1993_MARKER: DB = BENCH MARK DISK
 HX1993_SETTING: 66 = SET IN ROCK OUTCROP
 HX1993_SP_SET: ROCK CUT
 HX1993_STAMPING: V 218 1961
 HX1993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1993+STABILITY: POSITION/ELEVATION WELL
 HX1993
 HX1993  HISTORY     - Date     Condition        Report By
 HX1993  HISTORY     - 1961     MONUMENTED       CGS
 HX1993
 HX1993                          STATION DESCRIPTION
 HX1993
 HX1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1993'1.2 MI SW FROM ANSTED.
 HX1993'ABOUT 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1993'HIGH SCHOOL AT ANSTED, THENCE 0.9 MILE SOUTHWEST ALONG A ROCK
 HX1993'ROAD THAT FOLLOWS ALONG THE BLUFF TO HAWKS NEST, SET VERTICALLY
 HX1993'IN THE FACE OF A LONG LARGE ROCK CUT, 78 YARDS SOUTHWEST OF THE
 HX1993'SOUTHWEST CORNER OF A 20-FOOT WOODEN BRIDGE OVER A SMALL STREAM,
 HX1993'7 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD AND 3 FEET ABOVE
 HX1993'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1124 ***********************************************************************
 HX1124  DESIGNATION -  V 219
 HX1124  PID         -  HX1124
 HX1124  STATE/COUNTY-  WV/NICHOLAS
 HX1124  USGS QUAD   -  GILBOA (1976)
 HX1124
 HX1124                         *CURRENT SURVEY CONTROL
 HX1124  ___________________________________________________________________
 HX1124* NAD 83(1986)-  38 15 31.     (N)    080 59 22.     (W)     SCALED    
 HX1124* NAVD 88     -       380.546  (meters)    1248.51   (feet)  ADJUSTED  
 HX1124  ___________________________________________________________________
 HX1124  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HX1124  DYNAMIC HT  -         380.271 (meters)    1247.61  (feet)  COMP
 HX1124  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 HX1124
 HX1124  VERT ORDER  -  SECOND    CLASS 0
 HX1124
 HX1124.The horizontal coordinates were scaled from a topographic map and have
 HX1124.an estimated accuracy of +/- 6 seconds.
 HX1124
 HX1124.The orthometric height was determined by differential leveling
 HX1124.and adjusted by the National Geodetic Survey in June 1991..
 HX1124
 HX1124.The geoid height was determined by GEOID03.
 HX1124
 HX1124.The dynamic height is computed by dividing the NAVD 88
 HX1124.geopotential number by the normal gravity value computed on the
 HX1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1124.degrees latitude (g = 980.6199 gals.).
 HX1124
 HX1124.The modeled gravity was interpolated from observed gravity values.
 HX1124
 HX1124;                    North         East    Units  Estimated Accuracy
 HX1124;SPC WV S     -   139,690.      600,920.      MT  (+/- 180 meters Scaled)
 HX1124
 HX1124                          SUPERSEDED SURVEY CONTROL
 HX1124
 HX1124  NGVD 29 (??/??/92)  380.729  (m)         1249.11   (f) ADJ UNCH    2 0
 HX1124
 HX1124.Superseded values are not recommended for survey control.
 HX1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1124.See file dsdata.txt to determine how the superseded data were derived.
 HX1124
 HX1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC009345(NAD 83)
 HX1124_MARKER: DB = BENCH MARK DISK
 HX1124_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1124_SP_SET: UNSPECIFIED
 HX1124_STAMPING: V 219 1961
 HX1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1124
 HX1124  HISTORY     - Date     Condition        Report By
 HX1124  HISTORY     - 1961     MONUMENTED       CGS
 HX1124
 HX1124                          STATION DESCRIPTION
 HX1124
 HX1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1124'1.3 MI SE FROM DRENNEN.
 HX1124'ABOUT 1.3 MILES SOUTHEAST ALONG SOUTHEAST ALONG A BLACK TOP ROAD
 HX1124'FROM THE JUNCTION OF STATE HIGHWAY 39 AT DRENNEN, AT TIPTON, AT
 HX1124'THE JUNCTION OF A GRADED ROAD LEADING SOUTHWEST, SET ON THE TOP
 HX1124'OF A 12-BY-4-FOOT ROCK AT THE INSIDE OF A CURVE, 28 FEET EAST
 HX1124'OF THE CENTER LINE OF THE BLACK TOP ROAD, 45 FEET SOUTHEAST
 HX1124'OF THE CENTER OF THE JUNCTION, 10 FEET EAST OF THE SOUTH END
 HX1124'OF A 6 FOOT BOX CULVERT UNDER THE BLACK TOP ROAD, 90 FEET NORTH
 HX1124'OF THE SOUTHWEST CORNER OF THE ROYAL CHAPEL METHODIST CHURCH,
 HX1124'3 FEET SOUTH OF THE NORTH END OF THE ROCK AND 3 FEET ABOVE THE
 HX1124'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0053 ***********************************************************************
 JX0053  DESIGNATION -  V 22
 JX0053  PID         -  JX0053
 JX0053  STATE/COUNTY-  WV/WETZEL
 JX0053  USGS QUAD   -  HUNDRED (1976)
 JX0053
 JX0053                         *CURRENT SURVEY CONTROL
 JX0053  ___________________________________________________________________
 JX0053* NAD 83(1986)-  39 38 33.     (N)    080 25 08.     (W)     SCALED    
 JX0053* NAVD 88     -       353.660  (meters)    1160.30   (feet)  ADJUSTED  
 JX0053  ___________________________________________________________________
 JX0053  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JX0053  DYNAMIC HT  -         353.453 (meters)    1159.62  (feet)  COMP
 JX0053  MODELED GRAV-     980,030.8   (mgal)                       NAVD 88
 JX0053
 JX0053  VERT ORDER  -  FIRST     CLASS II
 JX0053
 JX0053.The horizontal coordinates were scaled from a topographic map and have
 JX0053.an estimated accuracy of +/- 6 seconds.
 JX0053
 JX0053.The orthometric height was determined by differential leveling
 JX0053.and adjusted by the National Geodetic Survey in June 1991..
 JX0053
 JX0053.The geoid height was determined by GEOID03.
 JX0053
 JX0053.The dynamic height is computed by dividing the NAVD 88
 JX0053.geopotential number by the normal gravity value computed on the
 JX0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0053.degrees latitude (g = 980.6199 gals.).
 JX0053
 JX0053.The modeled gravity was interpolated from observed gravity values.
 JX0053
 JX0053;                    North         East    Units  Estimated Accuracy
 JX0053;SPC WV N     -   127,240.      521,130.      MT  (+/- 180 meters Scaled)
 JX0053
 JX0053                          SUPERSEDED SURVEY CONTROL
 JX0053
 JX0053  NGVD 29 (??/??/92)  353.808  (m)         1160.79   (f) ADJ UNCH    1 2
 JX0053
 JX0053.Superseded values are not recommended for survey control.
 JX0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0053.See file dsdata.txt to determine how the superseded data were derived.
 JX0053
 JX0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND498882(NAD 83)
 JX0053_MARKER: DB = BENCH MARK DISK
 JX0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0053_SP_SET: TUNNEL
 JX0053_STAMPING: V 22 1935
 JX0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0053
 JX0053  HISTORY     - Date     Condition        Report By
 JX0053  HISTORY     - 1935     MONUMENTED       CGS
 JX0053
 JX0053                          STATION DESCRIPTION
 JX0053
 JX0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0053'1.8 MI SE FROM BURTON.
 JX0053'1.8 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0053'THE STATION AT BURTON, WETZEL COUNTY, 220 YARDS SOUTHEAST OF
 JX0053'POLE 330+5, AT THE NORTH END OF THE RAILROAD TUNNEL RUNNING UNDER
 JX0053'THE WETZEL-MARION COUNTY LINE, AND IN THE FACE OF THE WEST
 JX0053'RETAINING WALL.  A STANDARD DISK, STAMPED V 22 1935 AND SET
 JX0053'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1151 ***********************************************************************
 HX1151  DESIGNATION -  V 220
 HX1151  PID         -  HX1151
 HX1151  STATE/COUNTY-  WV/NICHOLAS
 HX1151  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1151
 HX1151                         *CURRENT SURVEY CONTROL
 HX1151  ___________________________________________________________________
 HX1151* NAD 83(1986)-  38 16 44.     (N)    080 51 08.     (W)     SCALED    
 HX1151* NAVD 88     -       563.887  (meters)    1850.02   (feet)  ADJUSTED  
 HX1151  ___________________________________________________________________
 HX1151  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HX1151  DYNAMIC HT  -         563.457 (meters)    1848.61  (feet)  COMP
 HX1151  MODELED GRAV-     979,849.0   (mgal)                       NAVD 88
 HX1151
 HX1151  VERT ORDER  -  SECOND    CLASS 0
 HX1151
 HX1151.The horizontal coordinates were scaled from a topographic map and have
 HX1151.an estimated accuracy of +/- 6 seconds.
 HX1151
 HX1151.The orthometric height was determined by differential leveling
 HX1151.and adjusted by the National Geodetic Survey in June 1991..
 HX1151
 HX1151.The geoid height was determined by GEOID03.
 HX1151
 HX1151.The dynamic height is computed by dividing the NAVD 88
 HX1151.geopotential number by the normal gravity value computed on the
 HX1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1151.degrees latitude (g = 980.6199 gals.).
 HX1151
 HX1151.The modeled gravity was interpolated from observed gravity values.
 HX1151
 HX1151;                    North         East    Units  Estimated Accuracy
 HX1151;SPC WV S     -   141,950.      612,930.      MT  (+/- 180 meters Scaled)
 HX1151
 HX1151                          SUPERSEDED SURVEY CONTROL
 HX1151
 HX1151  NGVD 29 (??/??/92)  564.043  (m)         1850.53   (f) ADJ UNCH    2 0
 HX1151
 HX1151.Superseded values are not recommended for survey control.
 HX1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1151.See file dsdata.txt to determine how the superseded data were derived.
 HX1151
 HX1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC129367(NAD 83)
 HX1151_MARKER: DB = BENCH MARK DISK
 HX1151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1151_SP_SET: CULVERT
 HX1151_STAMPING: V 220 1961
 HX1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1151
 HX1151  HISTORY     - Date     Condition        Report By
 HX1151  HISTORY     - 1961     MONUMENTED       CGS
 HX1151
 HX1151                          STATION DESCRIPTION
 HX1151
 HX1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1151'0.2 MI S FROM SUMMERSVILLE.
 HX1151'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE COUNTY
 HX1151'COURTHOUSE AT SUMMERSVILLE, AT THE JUNCTION OF STATE HIGHWAY
 HX1151'39 LEADING EAST, SET ON THE TOP OF THE NORTHEAST CONCRETE WINGWALL
 HX1151'OF AN 8 FOOT BOX CULVERT UNDER STATE HIGHWAY 39, 16 FEET NORTHEAST
 HX1151'OF THE CENTER LINE OF THE STATE HIGHWAY, 85 FEET EAST OF THE CENTER
 HX1151'LINE OF THE U.S. HIGHWAY AND 1 FOOT BELOW THE STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1177 ***********************************************************************
 HX1177  DESIGNATION -  V 221
 HX1177  PID         -  HX1177
 HX1177  STATE/COUNTY-  WV/FAYETTE
 HX1177  USGS QUAD   -  WINONA (1976)
 HX1177
 HX1177                         *CURRENT SURVEY CONTROL
 HX1177  ___________________________________________________________________
 HX1177* NAD 83(1986)-  38 05 29.     (N)    080 53 09.     (W)     SCALED    
 HX1177* NAVD 88     -       593.799  (meters)    1948.16   (feet)  ADJUSTED  
 HX1177  ___________________________________________________________________
 HX1177  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HX1177  DYNAMIC HT  -         593.335 (meters)    1946.63  (feet)  COMP
 HX1177  MODELED GRAV-     979,827.7   (mgal)                       NAVD 88
 HX1177
 HX1177  VERT ORDER  -  SECOND    CLASS 0
 HX1177
 HX1177.The horizontal coordinates were scaled from a topographic map and have
 HX1177.an estimated accuracy of +/- 6 seconds.
 HX1177
 HX1177.The orthometric height was determined by differential leveling
 HX1177.and adjusted by the National Geodetic Survey in June 1991..
 HX1177
 HX1177.The geoid height was determined by GEOID03.
 HX1177
 HX1177.The dynamic height is computed by dividing the NAVD 88
 HX1177.geopotential number by the normal gravity value computed on the
 HX1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1177.degrees latitude (g = 980.6199 gals.).
 HX1177
 HX1177.The modeled gravity was interpolated from observed gravity values.
 HX1177
 HX1177;                    North         East    Units  Estimated Accuracy
 HX1177;SPC WV S     -   121,140.      610,010.      MT  (+/- 180 meters Scaled)
 HX1177
 HX1177                          SUPERSEDED SURVEY CONTROL
 HX1177
 HX1177  NGVD 29 (??/??/92)  593.961  (m)         1948.69   (f) ADJ UNCH    2 0
 HX1177
 HX1177.Superseded values are not recommended for survey control.
 HX1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1177.See file dsdata.txt to determine how the superseded data were derived.
 HX1177
 HX1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC100159(NAD 83)
 HX1177_MARKER: DB = BENCH MARK DISK
 HX1177_SETTING: 66 = SET IN ROCK OUTCROP
 HX1177_SP_SET: ROCK CUT
 HX1177_STAMPING: V 221 1961
 HX1177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1177+STABILITY: POSITION/ELEVATION WELL
 HX1177
 HX1177  HISTORY     - Date     Condition        Report By
 HX1177  HISTORY     - 1961     MONUMENTED       CGS
 HX1177
 HX1177                          STATION DESCRIPTION
 HX1177
 HX1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1177'1.2 MI S FROM NALLEN.
 HX1177'ABOUT 1.15 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE CENTER
 HX1177'OF THE BRIDGE OVER MEADOW RIVER AT NALLEN, SET VERTICALLY IN THE
 HX1177'SOUTHEAST FACE OF A ROCK CUT THAT IS ABOUT 30 YARDS LONG AND 10
 HX1177'FEET HIGH, AT THE OUTSIDE OF A CURVE, 21 FEET NORTHWEST OF THE
 HX1177'CENTER LINE OF THE HIGHWAY, 114 FEET NORTHEAST OF THE NORTHEAST
 HX1177'END OF THE NORTHWEST CONCRETE HEADWALL OF A 36 INCH PIPE UNDER
 HX1177'THE HIGHWAY, 36 FEET SOUTHWEST OF THE NORTHEAST END OF THE CUT
 HX1177'AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2011 ***********************************************************************
 HX2011  DESIGNATION -  V 222
 HX2011  PID         -  HX2011
 HX2011  STATE/COUNTY-  WV/FAYETTE
 HX2011  USGS QUAD   -  FAYETTEVILLE (1976)
 HX2011
 HX2011                         *CURRENT SURVEY CONTROL
 HX2011  ___________________________________________________________________
 HX2011* NAD 83(1986)-  38 04 22.     (N)    081 03 54.     (W)     SCALED    
 HX2011* NAVD 88     -       568.040  (meters)    1863.64   (feet)  ADJUSTED  
 HX2011  ___________________________________________________________________
 HX2011  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HX2011  DYNAMIC HT  -         567.601 (meters)    1862.20  (feet)  COMP
 HX2011  MODELED GRAV-     979,837.8   (mgal)                       NAVD 88
 HX2011
 HX2011  VERT ORDER  -  SECOND    CLASS 0
 HX2011
 HX2011.The horizontal coordinates were scaled from a topographic map and have
 HX2011.an estimated accuracy of +/- 6 seconds.
 HX2011
 HX2011.The orthometric height was determined by differential leveling
 HX2011.and adjusted by the National Geodetic Survey in June 1991..
 HX2011
 HX2011.The geoid height was determined by GEOID03.
 HX2011
 HX2011.The dynamic height is computed by dividing the NAVD 88
 HX2011.geopotential number by the normal gravity value computed on the
 HX2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2011.degrees latitude (g = 980.6199 gals.).
 HX2011
 HX2011.The modeled gravity was interpolated from observed gravity values.
 HX2011
 HX2011;                    North         East    Units  Estimated Accuracy
 HX2011;SPC WV S     -   119,070.      594,300.      MT  (+/- 180 meters Scaled)
 HX2011
 HX2011                          SUPERSEDED SURVEY CONTROL
 HX2011
 HX2011  NGVD 29 (??/??/92)  568.216  (m)         1864.22   (f) ADJ UNCH    2 0
 HX2011
 HX2011.Superseded values are not recommended for survey control.
 HX2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2011.See file dsdata.txt to determine how the superseded data were derived.
 HX2011
 HX2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC942138(NAD 83)
 HX2011_MARKER: DB = BENCH MARK DISK
 HX2011_SETTING: 66 = SET IN ROCK OUTCROP
 HX2011_SP_SET: ROCK LEDGE
 HX2011_STAMPING: V 222 1961
 HX2011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2011+STABILITY: POSITION/ELEVATION WELL
 HX2011
 HX2011  HISTORY     - Date     Condition        Report By
 HX2011  HISTORY     - 1961     MONUMENTED       CGS
 HX2011  HISTORY     - 1980     GOOD             LOCSUR
 HX2011
 HX2011                          STATION DESCRIPTION
 HX2011
 HX2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2011'2.6 MI W FROM EDMOND.
 HX2011'ABOUT 2.65 MILES WEST ALONG STATE HIGHWAY 82 FROM THE GRADE
 HX2011'SCHOOL AT EDMOND, ABOUT 3.25 MILES NORTHEAST OF THE NORTHEAST
 HX2011'END OF THE HIGHWAY BRIDGE OVER NEW RIVER AT FAYETTE, ABOUT
 HX2011'0.45 MILE NORTHEAST OF THE POST OFFICE AT LANSING, 93 YARDS
 HX2011'SOUTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A BLACK
 HX2011'TOP ROAD LEADING NORTH, SET VERTICALLY IN THE EAST FACE OF A ROCK
 HX2011'LEDGE THAT IS 15-FEET LONG AND 2 FEET HIGH, 13 FEET WEST OF THE
 HX2011'CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF POWER LINE POLE
 HX2011'NO. 491A72 WITH A TRANSFORMER, 5 FEET NORTH OF THE SOUTH END
 HX2011'OF THE LEDGE AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX2011
 HX2011                          STATION RECOVERY (1980)
 HX2011
 HX2011'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HX2011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1434 ***********************************************************************
 HX1434  DESIGNATION -  V 223
 HX1434  PID         -  HX1434
 HX1434  STATE/COUNTY-  WV/FAYETTE
 HX1434  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1434
 HX1434                         *CURRENT SURVEY CONTROL
 HX1434  ___________________________________________________________________
 HX1434* NAD 83(1986)-  38 11 45.     (N)    080 58 17.     (W)     SCALED    
 HX1434* NAVD 88     -       562.781  (meters)    1846.39   (feet)  ADJUSTED  
 HX1434  ___________________________________________________________________
 HX1434  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX1434  DYNAMIC HT  -         562.362 (meters)    1845.02  (feet)  COMP
 HX1434  MODELED GRAV-     979,866.7   (mgal)                       NAVD 88
 HX1434
 HX1434  VERT ORDER  -  SECOND    CLASS 0
 HX1434
 HX1434.The horizontal coordinates were scaled from a topographic map and have
 HX1434.an estimated accuracy of +/- 6 seconds.
 HX1434
 HX1434.The orthometric height was determined by differential leveling
 HX1434.and adjusted by the National Geodetic Survey in June 1991..
 HX1434
 HX1434.The geoid height was determined by GEOID03.
 HX1434
 HX1434.The dynamic height is computed by dividing the NAVD 88
 HX1434.geopotential number by the normal gravity value computed on the
 HX1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1434.degrees latitude (g = 980.6199 gals.).
 HX1434
 HX1434.The modeled gravity was interpolated from observed gravity values.
 HX1434
 HX1434;                    North         East    Units  Estimated Accuracy
 HX1434;SPC WV S     -   132,720.      602,510.      MT  (+/- 180 meters Scaled)
 HX1434
 HX1434                          SUPERSEDED SURVEY CONTROL
 HX1434
 HX1434  NGVD 29 (??/??/92)  562.965  (m)         1846.99   (f) ADJ UNCH    2 0
 HX1434
 HX1434.Superseded values are not recommended for survey control.
 HX1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1434.See file dsdata.txt to determine how the superseded data were derived.
 HX1434
 HX1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC025275(NAD 83)
 HX1434_MARKER: DB = BENCH MARK DISK
 HX1434_SETTING: 66 = SET IN ROCK OUTCROP
 HX1434_SP_SET: ROCK CUT
 HX1434_STAMPING: V 233 1961
 HX1434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1434+STABILITY: POSITION/ELEVATION WELL
 HX1434
 HX1434  HISTORY     - Date     Condition        Report By
 HX1434  HISTORY     - 1961     MONUMENTED       CGS
 HX1434
 HX1434                          STATION DESCRIPTION
 HX1434
 HX1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1434'5.5 MI NE FROM RAMSEY.
 HX1434'ABOUT 3.95 MILES NORTHEAST ALONG A BLACK TOP AND GRADED ROAD
 HX1434'FROM THE POST OFFICE AT RAMSEY, THENCE 1.55 MILES EAST ALONG AN
 HX1434'ABANDONED ROAD LEADING TO THE ABANDONED CARNIFEX FERRY CROSSING,
 HX1434'ABOUT 0.3 MILE WEST OF THE JUNCTION OF A ROAD LEADING SOUTH, SET
 HX1434'VERTICALLY IN THE SOUTHEAST FACE OF A 4-BY-4-FOOT ROCK AT A
 HX1434'CUT AND AT THE INSIDE OF A CURVE, ALONG THE NORTHEAST SIDE OF A
 HX1434'LONG SLOPING HILL, 6 FEET NORTHWEST OF THE CENTER LINE OF THE
 HX1434'ROAD, 1 FOOT WEST OF THE EAST END OF THE ROCK AND 2 FEET ABOVE
 HX1434'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1099 ***********************************************************************
 HX1099  DESIGNATION -  V 224
 HX1099  PID         -  HX1099
 HX1099  STATE/COUNTY-  WV/NICHOLAS
 HX1099  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1099
 HX1099                         *CURRENT SURVEY CONTROL
 HX1099  ___________________________________________________________________
 HX1099* NAD 83(1986)-  38 18 06.     (N)    080 47 24.     (W)     SCALED    
 HX1099* NAVD 88     -       617.796  (meters)    2026.89   (feet)  ADJUSTED  
 HX1099  ___________________________________________________________________
 HX1099  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 HX1099  DYNAMIC HT  -         617.322 (meters)    2025.33  (feet)  COMP
 HX1099  MODELED GRAV-     979,841.6   (mgal)                       NAVD 88
 HX1099
 HX1099  VERT ORDER  -  SECOND    CLASS 0
 HX1099
 HX1099.The horizontal coordinates were scaled from a topographic map and have
 HX1099.an estimated accuracy of +/- 6 seconds.
 HX1099
 HX1099.The orthometric height was determined by differential leveling
 HX1099.and adjusted by the National Geodetic Survey in June 1991..
 HX1099
 HX1099.The geoid height was determined by GEOID03.
 HX1099
 HX1099.The dynamic height is computed by dividing the NAVD 88
 HX1099.geopotential number by the normal gravity value computed on the
 HX1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1099.degrees latitude (g = 980.6199 gals.).
 HX1099
 HX1099.The modeled gravity was interpolated from observed gravity values.
 HX1099
 HX1099;                    North         East    Units  Estimated Accuracy
 HX1099;SPC WV S     -   144,490.      618,370.      MT  (+/- 180 meters Scaled)
 HX1099
 HX1099                          SUPERSEDED SURVEY CONTROL
 HX1099
 HX1099  NGVD 29 (??/??/92)  617.948  (m)         2027.38   (f) ADJ UNCH    2 0
 HX1099
 HX1099.Superseded values are not recommended for survey control.
 HX1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1099.See file dsdata.txt to determine how the superseded data were derived.
 HX1099
 HX1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC183393(NAD 83)
 HX1099_MARKER: DB = BENCH MARK DISK
 HX1099_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1099_SP_SET: UNSPECIFIED ROCK
 HX1099_STAMPING: V 224 1961
 HX1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1099
 HX1099  HISTORY     - Date     Condition        Report By
 HX1099  HISTORY     - 1961     MONUMENTED       CGS
 HX1099
 HX1099                          STATION DESCRIPTION
 HX1099
 HX1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1099'5 MI NE FROM SUMMERSVILLE.
 HX1099'ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1099'AT SUMMERSVILLE, THENCE 3.75 MILES EAST ALONG A GRADED ROAD,
 HX1099'ABANDONED ROAD, GRADED ROAD, AND A BLACK TOP ROAD, 0.4 MILE
 HX1099'EAST OF THE JUNCTION OF A GRADED ROAD LEADING SOUTH, 0.2 MILE
 HX1099'EAST OF A POINT WHERE THE BLACK TOP ROAD ENDS AND THE ROAD IS
 HX1099'GRADED, SET ON THE TOP OF THE NORTH ONE OF TWO LARGE FLAT
 HX1099'ROCKS ABOUT 12 FEET LONG AND 8 FEET WIDE, AT THE INSIDE OF A
 HX1099'CURVE, NEAR THE EAST EDGE OF A PASTURE, 32 FEET WEST OF THE
 HX1099'CENTER LINE OF THE GRADED ROAD, 14 FEET WEST OF A WOODEN RAIL
 HX1099'FENCE, 4 FEET SOUTH OF THE NORTH END OF THE ROCK AND 3 FEET ABOVE
 HX1099'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1231 ***********************************************************************
 HX1231  DESIGNATION -  V 225
 HX1231  PID         -  HX1231
 HX1231  STATE/COUNTY-  WV/NICHOLAS
 HX1231  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1231
 HX1231                         *CURRENT SURVEY CONTROL
 HX1231  ___________________________________________________________________
 HX1231* NAD 83(1986)-  38 16 06.     (N)    080 46 27.     (W)     SCALED    
 HX1231* NAVD 88     -       651.228  (meters)    2136.57   (feet)  ADJUSTED  
 HX1231  ___________________________________________________________________
 HX1231  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 HX1231  DYNAMIC HT  -         650.723 (meters)    2134.91  (feet)  COMP
 HX1231  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 HX1231
 HX1231  VERT ORDER  -  SECOND    CLASS 0
 HX1231
 HX1231.The horizontal coordinates were scaled from a topographic map and have
 HX1231.an estimated accuracy of +/- 6 seconds.
 HX1231
 HX1231.The orthometric height was determined by differential leveling
 HX1231.and adjusted by the National Geodetic Survey in June 1991..
 HX1231
 HX1231.The geoid height was determined by GEOID03.
 HX1231
 HX1231.The dynamic height is computed by dividing the NAVD 88
 HX1231.geopotential number by the normal gravity value computed on the
 HX1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1231.degrees latitude (g = 980.6199 gals.).
 HX1231
 HX1231.The modeled gravity was interpolated from observed gravity values.
 HX1231
 HX1231;                    North         East    Units  Estimated Accuracy
 HX1231;SPC WV S     -   140,800.      619,760.      MT  (+/- 180 meters Scaled)
 HX1231
 HX1231                          SUPERSEDED SURVEY CONTROL
 HX1231
 HX1231  NGVD 29 (??/??/92)  651.383  (m)         2137.08   (f) ADJ UNCH    2 0
 HX1231
 HX1231.Superseded values are not recommended for survey control.
 HX1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1231.See file dsdata.txt to determine how the superseded data were derived.
 HX1231
 HX1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC197356(NAD 83)
 HX1231_MARKER: DB = BENCH MARK DISK
 HX1231_SETTING: 66 = SET IN ROCK OUTCROP
 HX1231_SP_SET: ROCK CUT
 HX1231_STAMPING: V 225 1961
 HX1231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1231+STABILITY: POSITION/ELEVATION WELL
 HX1231
 HX1231  HISTORY     - Date     Condition        Report By
 HX1231  HISTORY     - 1961     MONUMENTED       CGS
 HX1231  HISTORY     - 1984     GOOD             LOCSUR
 HX1231
 HX1231                          STATION DESCRIPTION
 HX1231
 HX1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1231'6 MI SE FROM SUMMERSVILLE.
 HX1231'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1231'AT SUMMERSVILLE, THENCE 5.75 MILES SOUTHEAST ALONG STATE HIGHWAY
 HX1231'39, 0.65 MILE NORTHEAST OF THE CANVAS GRADE SCHOOL, AT THE JUNCTION
 HX1231'OF A BLACK TOP ROAD AT CANVAS, SET VERTICALLY IN THE SOUTHEAST
 HX1231'FACE OF A LARGE ROCK CUT, AT THE OUTSIDE OF A CURVE, 20 1/2 FEET
 HX1231'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 131 FEET SOUTHWEST
 HX1231'OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND THE BLACK TOP
 HX1231'ROAD, 80 FEET SOUTHWEST OF THE NORTHEAST END OF THE CUT AND 3 FEET
 HX1231'ABOVE THE LEVEL OF THE HIGHWAY.
 HX1231
 HX1231                          STATION RECOVERY (1984)
 HX1231
 HX1231'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 HX1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1112 ***********************************************************************
 HX1112  DESIGNATION -  V 226
 HX1112  PID         -  HX1112
 HX1112  STATE/COUNTY-  WV/NICHOLAS
 HX1112  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1112
 HX1112                         *CURRENT SURVEY CONTROL
 HX1112  ___________________________________________________________________
 HX1112* NAD 83(1986)-  38 19 15.     (N)    080 39 14.     (W)     SCALED    
 HX1112* NAVD 88     -       691.633  (meters)    2269.13   (feet)  ADJUSTED  
 HX1112  ___________________________________________________________________
 HX1112  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HX1112  DYNAMIC HT  -         691.093 (meters)    2267.36  (feet)  COMP
 HX1112  MODELED GRAV-     979,824.8   (mgal)                       NAVD 88
 HX1112
 HX1112  VERT ORDER  -  SECOND    CLASS 0
 HX1112
 HX1112.The horizontal coordinates were scaled from a topographic map and have
 HX1112.an estimated accuracy of +/- 6 seconds.
 HX1112
 HX1112.The orthometric height was determined by differential leveling
 HX1112.and adjusted by the National Geodetic Survey in June 1991..
 HX1112
 HX1112.The geoid height was determined by GEOID03.
 HX1112
 HX1112.The dynamic height is computed by dividing the NAVD 88
 HX1112.geopotential number by the normal gravity value computed on the
 HX1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1112.degrees latitude (g = 980.6199 gals.).
 HX1112
 HX1112.The modeled gravity was interpolated from observed gravity values.
 HX1112
 HX1112;                    North         East    Units  Estimated Accuracy
 HX1112;SPC WV S     -   146,650.      630,270.      MT  (+/- 180 meters Scaled)
 HX1112
 HX1112                          SUPERSEDED SURVEY CONTROL
 HX1112
 HX1112  NGVD 29 (??/??/92)  691.776  (m)         2269.60   (f) ADJ UNCH    2 0
 HX1112
 HX1112.Superseded values are not recommended for survey control.
 HX1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1112.See file dsdata.txt to determine how the superseded data were derived.
 HX1112
 HX1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC302414(NAD 83)
 HX1112_MARKER: DB = BENCH MARK DISK
 HX1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1112_SP_SET: CULVERT
 HX1112_STAMPING: V 226 1961
 HX1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1112
 HX1112  HISTORY     - Date     Condition        Report By
 HX1112  HISTORY     - 1961     MONUMENTED       CGS
 HX1112
 HX1112                          STATION DESCRIPTION
 HX1112
 HX1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1112'0.7 MI S FROM CRAIGSVILLE.
 HX1112'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE JUNCTION
 HX1112'OF STATE HIGHWAY 41 AT CRAIGSVILLE, 0.4 MILE SOUTH OF THE
 HX1112'CRAIGSVILLE CHURCH OF CHRIST, SET ON TOP OF THE NORTH END OF
 HX1112'THE EAST CONCRETE HEADWALL OF A 3-FOOT BOX CULVERT UNDER THE
 HX1112'HIGHWAY, 31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.3
 HX1112'FEET SOUTH OF THE NORTH END OF THE HEADWALL AND 9 FEET BELOW
 HX1112'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1344 ***********************************************************************
 HX1344  DESIGNATION -  V 227
 HX1344  PID         -  HX1344
 HX1344  STATE/COUNTY-  WV/GREENBRIER
 HX1344  USGS QUAD   -  DUO (1995)
 HX1344
 HX1344                         *CURRENT SURVEY CONTROL
 HX1344  ___________________________________________________________________
 HX1344* NAD 83(1986)-  38 07 21.     (N)    080 37 10.     (W)     SCALED    
 HX1344* NAVD 88     -       952.548  (meters)    3125.15   (feet)  ADJUSTED  
 HX1344  ___________________________________________________________________
 HX1344  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HX1344  DYNAMIC HT  -         951.757 (meters)    3122.56  (feet)  COMP
 HX1344  MODELED GRAV-     979,766.0   (mgal)                       NAVD 88
 HX1344
 HX1344  VERT ORDER  -  SECOND    CLASS 0
 HX1344
 HX1344.The horizontal coordinates were scaled from a topographic map and have
 HX1344.an estimated accuracy of +/- 6 seconds.
 HX1344
 HX1344.The orthometric height was determined by differential leveling
 HX1344.and adjusted by the National Geodetic Survey in June 1991..
 HX1344
 HX1344.The geoid height was determined by GEOID03.
 HX1344
 HX1344.The dynamic height is computed by dividing the NAVD 88
 HX1344.geopotential number by the normal gravity value computed on the
 HX1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1344.degrees latitude (g = 980.6199 gals.).
 HX1344
 HX1344.The modeled gravity was interpolated from observed gravity values.
 HX1344
 HX1344;                    North         East    Units  Estimated Accuracy
 HX1344;SPC WV S     -   124,650.      633,370.      MT  (+/- 180 meters Scaled)
 HX1344
 HX1344                          SUPERSEDED SURVEY CONTROL
 HX1344
 HX1344  NGVD 29 (??/??/92)  952.686  (m)         3125.60   (f) ADJ UNCH    2 0
 HX1344
 HX1344.Superseded values are not recommended for survey control.
 HX1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1344.See file dsdata.txt to determine how the superseded data were derived.
 HX1344
 HX1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC333194(NAD 83)
 HX1344_MARKER: DB = BENCH MARK DISK
 HX1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1344_STAMPING: V 227 1961
 HX1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1344+STABILITY: SURFACE MOTION
 HX1344
 HX1344  HISTORY     - Date     Condition        Report By
 HX1344  HISTORY     - 1961     MONUMENTED       CGS
 HX1344
 HX1344                          STATION DESCRIPTION
 HX1344
 HX1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1344'5.2 MI N FROM DUO.
 HX1344'ABOUT 1.35 MILES NORTH ALONG A BLACK TOP ROAD FROM A T ROAD
 HX1344'JUNCTION AT DUO, THENCE 3.9 MILES NORTH ALONG A GRADED ROAD,
 HX1344'AT LILE, ABOUT 45 YARDS SOUTH OF A Y JUNCTION, NEAR A 30 FOOT
 HX1344'BRIDGE OVER MC MILLION CREEK, 25 FEET WEST OF THE CENTER LINE
 HX1344'OF THE ROAD, 72 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BRIDGE
 HX1344'OVER THE CREEK, 54 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 HX1344'CONCRETE BLOCK STORE BUILDING (THE ONLY STORE IN LILE), 2 FEET
 HX1344'NORTH OF POWER LINE POLE NO. 454 A 33, ABOUT LEVEL WITH THE
 HX1344'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 HX1344'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1350 ***********************************************************************
 HX1350  DESIGNATION -  V 228
 HX1350  PID         -  HX1350
 HX1350  STATE/COUNTY-  WV/NICHOLAS
 HX1350  USGS QUAD   -  NETTIE (1995)
 HX1350
 HX1350                         *CURRENT SURVEY CONTROL
 HX1350  ___________________________________________________________________
 HX1350* NAD 83(1986)-  38 09 15.     (N)    080 39 46.     (W)     SCALED    
 HX1350* NAVD 88     -       763.115  (meters)    2503.65   (feet)  ADJUSTED  
 HX1350  ___________________________________________________________________
 HX1350  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX1350  DYNAMIC HT  -         762.492 (meters)    2501.61  (feet)  COMP
 HX1350  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 HX1350
 HX1350  VERT ORDER  -  SECOND    CLASS 0
 HX1350
 HX1350.The horizontal coordinates were scaled from a topographic map and have
 HX1350.an estimated accuracy of +/- 6 seconds.
 HX1350
 HX1350.The orthometric height was determined by differential leveling
 HX1350.and adjusted by the National Geodetic Survey in June 1991..
 HX1350
 HX1350.The geoid height was determined by GEOID03.
 HX1350
 HX1350.The dynamic height is computed by dividing the NAVD 88
 HX1350.geopotential number by the normal gravity value computed on the
 HX1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1350.degrees latitude (g = 980.6199 gals.).
 HX1350
 HX1350.The modeled gravity was interpolated from observed gravity values.
 HX1350
 HX1350;                    North         East    Units  Estimated Accuracy
 HX1350;SPC WV S     -   128,150.      629,560.      MT  (+/- 180 meters Scaled)
 HX1350
 HX1350                          SUPERSEDED SURVEY CONTROL
 HX1350
 HX1350  NGVD 29 (??/??/92)  763.250  (m)         2504.10   (f) ADJ UNCH    2 0
 HX1350
 HX1350.Superseded values are not recommended for survey control.
 HX1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1350.See file dsdata.txt to determine how the superseded data were derived.
 HX1350
 HX1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC295229(NAD 83)
 HX1350_MARKER: DB = BENCH MARK DISK
 HX1350_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1350_SP_SET: UNSPECIFIED ROCK
 HX1350_STAMPING: V 228 1961
 HX1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1350
 HX1350  HISTORY     - Date     Condition        Report By
 HX1350  HISTORY     - 1961     MONUMENTED       CGS
 HX1350
 HX1350                          STATION DESCRIPTION
 HX1350
 HX1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1350'1.8 MI SE FROM LEIVASY.
 HX1350'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX1350'AT LEIVASY, THENCE 1.5 MILES SOUTHEAST ALONG A BLACK TOP AND
 HX1350'GRADED ROAD, 0.25 MILE NORTHWEST ON AN INTERSECTION, 50 YARDS
 HX1350'SOUTHEAST OF THE JUNCTION OF A GRADED ROAD LEADING EAST, SET
 HX1350'VERTICALLY IN THE SOUTH FACE OF A ROCK THAT IS ABOUT 15 FEET
 HX1350'LONG AND 4 FEET HIGH AND IS PART OF A HIGH BANK BETWEEN TWO
 HX1350'ROADS, 13 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 HX1350'ABOVE THE LEVEL OF THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE
 HX1350'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1278 ***********************************************************************
 HX1278  DESIGNATION -  V 229
 HX1278  PID         -  HX1278
 HX1278  STATE/COUNTY-  WV/GREENBRIER
 HX1278  USGS QUAD   -  QUINWOOD (1995)
 HX1278
 HX1278                         *CURRENT SURVEY CONTROL
 HX1278  ___________________________________________________________________
 HX1278* NAD 83(1986)-  38 02 28.     (N)    080 43 36.     (W)     SCALED    
 HX1278* NAVD 88     -       862.200  (meters)    2828.73   (feet)  ADJUSTED  
 HX1278  ___________________________________________________________________
 HX1278  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX1278  DYNAMIC HT  -         861.480 (meters)    2826.37  (feet)  COMP
 HX1278  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 HX1278
 HX1278  VERT ORDER  -  SECOND    CLASS 0
 HX1278
 HX1278.The horizontal coordinates were scaled from a topographic map and have
 HX1278.an estimated accuracy of +/- 6 seconds.
 HX1278
 HX1278.The orthometric height was determined by differential leveling
 HX1278.and adjusted by the National Geodetic Survey in June 1991..
 HX1278
 HX1278.The geoid height was determined by GEOID03.
 HX1278
 HX1278.The dynamic height is computed by dividing the NAVD 88
 HX1278.geopotential number by the normal gravity value computed on the
 HX1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1278.degrees latitude (g = 980.6199 gals.).
 HX1278
 HX1278.The modeled gravity was interpolated from observed gravity values.
 HX1278
 HX1278;                    North         East    Units  Estimated Accuracy
 HX1278;SPC WV S     -   115,590.      623,990.      MT  (+/- 180 meters Scaled)
 HX1278
 HX1278                          SUPERSEDED SURVEY CONTROL
 HX1278
 HX1278  NGVD 29 (??/??/92)  862.336  (m)         2829.18   (f) ADJ UNCH    2 0
 HX1278
 HX1278.Superseded values are not recommended for survey control.
 HX1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1278.See file dsdata.txt to determine how the superseded data were derived.
 HX1278
 HX1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC239104(NAD 83)
 HX1278_MARKER: DB = BENCH MARK DISK
 HX1278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1278_SP_SET: CATCH BASIN
 HX1278_STAMPING: V 229 1961
 HX1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1278
 HX1278  HISTORY     - Date     Condition        Report By
 HX1278  HISTORY     - 1961     MONUMENTED       CGS
 HX1278
 HX1278                          STATION DESCRIPTION
 HX1278
 HX1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1278'1.8 MI SW FROM QUINWOOD.
 HX1278'ABOUT 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE
 HX1278'INTERSECTION OF MAIN STREET AT QUINWOOD, 3.2 MILES NORTH OF THE
 HX1278'JUNCTION OF U.S. HIGHWAY 60 AT CHARMCO, 115 YARDS SOUTHWEST OF
 HX1278'THE ROME BAPTIST CHURCH, SET ON TOP OF THE EAST CORNER OF A
 HX1278'4-BY-4-FOOT CONCRETE CATCH BASIN WHICH IS 8 FEET DEEP, 21 FEET
 HX1278'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1/2 FOOT SOUTHWEST OF
 HX1278'THE EAST CORNER OF THE CATCH BASIN AND 1/2 FOOT BELOW THE LEVEL
 HX1278'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0446 ***********************************************************************
 JX0446  DESIGNATION -  V 23
 JX0446  PID         -  JX0446
 JX0446  STATE/COUNTY-  WV/WETZEL
 JX0446  USGS QUAD   -  PINE GROVE (1976)
 JX0446
 JX0446                         *CURRENT SURVEY CONTROL
 JX0446  ___________________________________________________________________
 JX0446* NAD 83(1986)-  39 33 53.     (N)    080 42 18.     (W)     SCALED    
 JX0446* NAVD 88     -       213.400  (meters)     700.13   (feet)  ADJUSTED  
 JX0446  ___________________________________________________________________
 JX0446  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JX0446  DYNAMIC HT  -         213.275 (meters)     699.72  (feet)  COMP
 JX0446  MODELED GRAV-     980,036.7   (mgal)                       NAVD 88
 JX0446
 JX0446  VERT ORDER  -  SECOND    CLASS 0
 JX0446
 JX0446.The horizontal coordinates were scaled from a topographic map and have
 JX0446.an estimated accuracy of +/- 6 seconds.
 JX0446
 JX0446.The orthometric height was determined by differential leveling
 JX0446.and adjusted by the National Geodetic Survey in June 1991..
 JX0446
 JX0446.The geoid height was determined by GEOID03.
 JX0446
 JX0446.The dynamic height is computed by dividing the NAVD 88
 JX0446.geopotential number by the normal gravity value computed on the
 JX0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0446.degrees latitude (g = 980.6199 gals.).
 JX0446
 JX0446.The modeled gravity was interpolated from observed gravity values.
 JX0446
 JX0446;                    North         East    Units  Estimated Accuracy
 JX0446;SPC WV N     -   118,900.      496,460.      MT  (+/- 180 meters Scaled)
 JX0446
 JX0446                          SUPERSEDED SURVEY CONTROL
 JX0446
 JX0446  NGVD 29 (??/??/92)  213.562  (m)          700.66   (f) ADJ UNCH    2 0
 JX0446
 JX0446.Superseded values are not recommended for survey control.
 JX0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0446.See file dsdata.txt to determine how the superseded data were derived.
 JX0446
 JX0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND253794(NAD 83)
 JX0446_MARKER: DB = BENCH MARK DISK
 JX0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0446_STAMPING: V 23 1935
 JX0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0446+STABILITY: SURFACE MOTION
 JX0446
 JX0446  HISTORY     - Date     Condition        Report By
 JX0446  HISTORY     - 1935     MONUMENTED       CGS
 JX0446  HISTORY     - 1957     GOOD             NGS
 JX0446
 JX0446                          STATION DESCRIPTION
 JX0446
 JX0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0446'1.9 MI W FROM PINE GROVE.
 JX0446'ABOUT 1.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0446'THE STATION AT PINE GROVE, ABOUT 2.25 MILES SOUTHEAST OF THE
 JX0446'STATION AT READER, AT GALMISH, AT CROSSING OF PINEY FORK ROAD,
 JX0446'31 1/2 FEET WEST OF WEST RAIL, 76 FEET NORTH OF CENTER LINE OF
 JX0446'ROAD, 34 FEET SOUTH-SOUTHWEST OF MILE POST B 16, 61 FEET
 JX0446'SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF A 1 1/2-STORY WHITE FRAME
 JX0446'HOUSE, 1 1/2 FEET WEST OF A FENCE LINE WITH STEEL POSTS, ABOUT
 JX0446'2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 JX0446'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0158 ***********************************************************************
 GX0158  DESIGNATION -  V 230
 GX0158  PID         -  GX0158
 GX0158  STATE/COUNTY-  WV/GREENBRIER
 GX0158  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0158
 GX0158                         *CURRENT SURVEY CONTROL
 GX0158  ___________________________________________________________________
 GX0158* NAD 83(1986)-  37 59 02.     (N)    080 29 05.     (W)     SCALED    
 GX0158* NAVD 88     -       671.767  (meters)    2203.96   (feet)  ADJUSTED  
 GX0158  ___________________________________________________________________
 GX0158  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX0158  DYNAMIC HT  -         671.214 (meters)    2202.14  (feet)  COMP
 GX0158  MODELED GRAV-     979,784.1   (mgal)                       NAVD 88
 GX0158
 GX0158  VERT ORDER  -  SECOND    CLASS 0
 GX0158
 GX0158.The horizontal coordinates were scaled from a topographic map and have
 GX0158.an estimated accuracy of +/- 6 seconds.
 GX0158
 GX0158.The orthometric height was determined by differential leveling
 GX0158.and adjusted by the National Geodetic Survey in June 1991..
 GX0158
 GX0158.The geoid height was determined by GEOID03.
 GX0158
 GX0158.The dynamic height is computed by dividing the NAVD 88
 GX0158.geopotential number by the normal gravity value computed on the
 GX0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0158.degrees latitude (g = 980.6199 gals.).
 GX0158
 GX0158.The modeled gravity was interpolated from observed gravity values.
 GX0158
 GX0158;                    North         East    Units  Estimated Accuracy
 GX0158;SPC WV S     -   109,330.      645,270.      MT  (+/- 180 meters Scaled)
 GX0158
 GX0158                          SUPERSEDED SURVEY CONTROL
 GX0158
 GX0158  NGVD 29 (??/??/92)  671.913  (m)         2204.43   (f) ADJ UNCH    2 0
 GX0158
 GX0158.Superseded values are not recommended for survey control.
 GX0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0158.See file dsdata.txt to determine how the superseded data were derived.
 GX0158
 GX0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC452041(NAD 83)
 GX0158_MARKER: DB = BENCH MARK DISK
 GX0158_SETTING: 66 = SET IN ROCK OUTCROP
 GX0158_SP_SET: ROCK LEDGE
 GX0158_STAMPING: V 230 1961
 GX0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0158+STABILITY: POSITION/ELEVATION WELL
 GX0158
 GX0158  HISTORY     - Date     Condition        Report By
 GX0158  HISTORY     - 1961     MONUMENTED       CGS
 GX0158  HISTORY     - 1983     GOOD             NGS
 GX0158  HISTORY     - 1983     GOOD             NGS
 GX0158
 GX0158                          STATION DESCRIPTION
 GX0158
 GX0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0158'1 MI N FROM WILLIAMSBURG.
 GX0158'ABOUT 1.05 MILES NORTH ALONG A BLACK TOP ROAD FROM THE POST
 GX0158'OFFICE AT WILLIAMSBURG, 0.1 MILE NORTHEAST OF THE JUNCTION OF A
 GX0158'BLACK TOP ROAD LEADING NORTHWEST, AT THE WEST CORNER OF A LARGE
 GX0158'OPEN PASTURE, NEAR THE JUNCTION OF A PRIVATE ROAD LEADING SOUTHEAST
 GX0158'TO A LARGE TWO-STORY FARM HOUSE, SET IN THE TOP OF A SLOPING
 GX0158'ROCK LEDGE THAT IS ABOUT 10 FEET SQUARE AND 2 FEET HIGH, 68 FEET
 GX0158'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 90 FEET NORTHEAST OF
 GX0158'THE CENTER LINE OF THE PRIVATE ROAD, 3 FEET EAST OF THE WEST
 GX0158'CORNER OF THE ROCK AND 5 FEET ABOVE THE LEVEL OF THE ROAD.
 GX0158
 GX0158                          STATION RECOVERY (1983)
 GX0158
 GX0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0158'RECOVERED IN GOOD CONDITION.
 GX0158
 GX0158                          STATION RECOVERY (1983)
 GX0158
 GX0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0175 ***********************************************************************
 GX0175  DESIGNATION -  V 231
 GX0175  PID         -  GX0175
 GX0175  STATE/COUNTY-  WV/GREENBRIER
 GX0175  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0175
 GX0175                         *CURRENT SURVEY CONTROL
 GX0175  ___________________________________________________________________
 GX0175* NAD 83(1986)-  37 56 18.     (N)    080 26 02.     (W)     SCALED    
 GX0175* NAVD 88     -       653.817  (meters)    2145.06   (feet)  ADJUSTED  
 GX0175  ___________________________________________________________________
 GX0175  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0175  DYNAMIC HT  -         653.277 (meters)    2143.29  (feet)  COMP
 GX0175  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 GX0175
 GX0175  VERT ORDER  -  SECOND    CLASS 0
 GX0175
 GX0175.The horizontal coordinates were scaled from a topographic map and have
 GX0175.an estimated accuracy of +/- 6 seconds.
 GX0175
 GX0175.The orthometric height was determined by differential leveling
 GX0175.and adjusted by the National Geodetic Survey in June 1991..
 GX0175
 GX0175.The geoid height was determined by GEOID03.
 GX0175
 GX0175.The dynamic height is computed by dividing the NAVD 88
 GX0175.geopotential number by the normal gravity value computed on the
 GX0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0175.degrees latitude (g = 980.6199 gals.).
 GX0175
 GX0175.The modeled gravity was interpolated from observed gravity values.
 GX0175
 GX0175;                    North         East    Units  Estimated Accuracy
 GX0175;SPC WV S     -   104,300.      649,760.      MT  (+/- 180 meters Scaled)
 GX0175
 GX0175                          SUPERSEDED SURVEY CONTROL
 GX0175
 GX0175  NGVD 29 (??/??/92)  653.972  (m)         2145.57   (f) ADJ UNCH    2 0
 GX0175
 GX0175.Superseded values are not recommended for survey control.
 GX0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0175.See file dsdata.txt to determine how the superseded data were derived.
 GX0175
 GX0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB497991(NAD 83)
 GX0175_MARKER: DB = BENCH MARK DISK
 GX0175_SETTING: 66 = SET IN ROCK OUTCROP
 GX0175_SP_SET: ROCK LEDGE
 GX0175_STAMPING: V 231 1961
 GX0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0175+STABILITY: POSITION/ELEVATION WELL
 GX0175
 GX0175  HISTORY     - Date     Condition        Report By
 GX0175  HISTORY     - 1961     MONUMENTED       CGS
 GX0175  HISTORY     - 1983     GOOD             NGS
 GX0175
 GX0175                          STATION DESCRIPTION
 GX0175
 GX0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0175'3.4 MI W FROM FRANKFORD.
 GX0175'ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 219 FROM THE FRANKFORD
 GX0175'PRESBYTERIAN CHURCH AT FRANKFORD, THENCE 3.35 MILES WEST ALONG
 GX0175'A BLACK TOP ROAD, 0.65 MILE EAST OF A T JUNCTION IN THE SMALL
 GX0175'TOWN OF UNUS, ON THE EAST SLOPE OF A HILL, NEAR THE EAST END
 GX0175'OF A CURVE, SET VERTICALLY IN THE SOUTH FACE OF A ROCK LEDGE
 GX0175'THAT IS 24 FEET LONG AND 2 FEET HIGH AND IS PART OF A HILLSIDE,
 GX0175'16 FEET NORTH OF THE CENTER LINE OF THE ROAD, 9 FEET EAST OF
 GX0175'THE WEST END OF THE ROCK AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
 GX0175
 GX0175                          STATION RECOVERY (1983)
 GX0175
 GX0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0952 ***********************************************************************
 HX0952  DESIGNATION -  V 232
 HX0952  PID         -  HX0952
 HX0952  STATE/COUNTY-  WV/GREENBRIER
 HX0952  USGS QUAD   -  TROUT (1995)
 HX0952
 HX0952                         *CURRENT SURVEY CONTROL
 HX0952  ___________________________________________________________________
 HX0952* NAD 83(1986)-  38 00 56.     (N)    080 26 02.     (W)     SCALED    
 HX0952* NAVD 88     -       697.644  (meters)    2288.85   (feet)  ADJUSTED  
 HX0952  ___________________________________________________________________
 HX0952  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX0952  DYNAMIC HT  -         697.072 (meters)    2286.98  (feet)  COMP
 HX0952  MODELED GRAV-     979,786.1   (mgal)                       NAVD 88
 HX0952
 HX0952  VERT ORDER  -  SECOND    CLASS 0
 HX0952
 HX0952.The horizontal coordinates were scaled from a topographic map and have
 HX0952.an estimated accuracy of +/- 6 seconds.
 HX0952
 HX0952.The orthometric height was determined by differential leveling
 HX0952.and adjusted by the National Geodetic Survey in June 1991..
 HX0952
 HX0952.The geoid height was determined by GEOID03.
 HX0952
 HX0952.The dynamic height is computed by dividing the NAVD 88
 HX0952.geopotential number by the normal gravity value computed on the
 HX0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0952.degrees latitude (g = 980.6199 gals.).
 HX0952
 HX0952.The modeled gravity was interpolated from observed gravity values.
 HX0952
 HX0952;                    North         East    Units  Estimated Accuracy
 HX0952;SPC WV S     -   112,870.      649,710.      MT  (+/- 180 meters Scaled)
 HX0952
 HX0952                          SUPERSEDED SURVEY CONTROL
 HX0952
 HX0952  NGVD 29 (??/??/92)  697.785  (m)         2289.32   (f) ADJ UNCH    2 0
 HX0952
 HX0952.Superseded values are not recommended for survey control.
 HX0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0952.See file dsdata.txt to determine how the superseded data were derived.
 HX0952
 HX0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC496076(NAD 83)
 HX0952_MARKER: DB = BENCH MARK DISK
 HX0952_SETTING: 80 = SET IN A BOULDER
 HX0952_SP_SET: BOULDER
 HX0952_STAMPING: V 232 1961
 HX0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0952+STABILITY: SURFACE MOTION
 HX0952
 HX0952  HISTORY     - Date     Condition        Report By
 HX0952  HISTORY     - 1961     MONUMENTED       CGS
 HX0952
 HX0952                          STATION DESCRIPTION
 HX0952
 HX0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0952'0.4 MI E FROM FRIARS HILL.
 HX0952'0.35 MILE EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 HX0952'FRIARS HILL, 0.45 MILE WEST OF THE JUNCTION OF A BLACK TOP
 HX0952'ROAD LEADING SOUTH, AT THE INSIDE OF A CURVE, NEAR THE JUNCTION OF
 HX0952'A DRIVE LEADING TO A LARGE TWO-STORY YELLOW HOUSE, SET VERTICALLY
 HX0952'IN THE NORTHEAST FACE OF A ROCK THAT IS 20 YARDS LONG AND
 HX0952'4 FEET HIGH, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 HX0952'9 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVE, AND ABOUT
 HX0952'2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1343 ***********************************************************************
 HX1343  DESIGNATION -  V 233
 HX1343  PID         -  HX1343
 HX1343  STATE/COUNTY-  WV/GREENBRIER
 HX1343  USGS QUAD   -  RICHWOOD (1995)
 HX1343
 HX1343                         *CURRENT SURVEY CONTROL
 HX1343  ___________________________________________________________________
 HX1343* NAD 83(1986)-  38 07 30.     (N)    080 36 48.     (W)     SCALED    
 HX1343* NAVD 88     -      1055.444  (meters)    3462.74   (feet)  ADJUSTED  
 HX1343  ___________________________________________________________________
 HX1343  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HX1343  DYNAMIC HT  -        1054.574 (meters)    3459.88  (feet)  COMP
 HX1343  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 HX1343
 HX1343  VERT ORDER  -  SECOND    CLASS 0
 HX1343
 HX1343.The horizontal coordinates were scaled from a topographic map and have
 HX1343.an estimated accuracy of +/- 6 seconds.
 HX1343
 HX1343.The orthometric height was determined by differential leveling
 HX1343.and adjusted by the National Geodetic Survey in June 1991..
 HX1343
 HX1343.The geoid height was determined by GEOID03.
 HX1343
 HX1343.The dynamic height is computed by dividing the NAVD 88
 HX1343.geopotential number by the normal gravity value computed on the
 HX1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1343.degrees latitude (g = 980.6199 gals.).
 HX1343
 HX1343.The modeled gravity was interpolated from observed gravity values.
 HX1343
 HX1343;                    North         East    Units  Estimated Accuracy
 HX1343;SPC WV S     -   124,930.      633,900.      MT  (+/- 180 meters Scaled)
 HX1343
 HX1343                          SUPERSEDED SURVEY CONTROL
 HX1343
 HX1343  NGVD 29 (??/??/92) 1055.594  (m)         3463.23   (f) ADJ UNCH    2 0
 HX1343
 HX1343.Superseded values are not recommended for survey control.
 HX1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1343.See file dsdata.txt to determine how the superseded data were derived.
 HX1343
 HX1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC338197(NAD 83)
 HX1343_MARKER: DB = BENCH MARK DISK
 HX1343_SETTING: 66 = SET IN ROCK OUTCROP
 HX1343_SP_SET: ROCK CUT
 HX1343_STAMPING: V 233 1961
 HX1343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1343+STABILITY: POSITION/ELEVATION WELL
 HX1343
 HX1343  HISTORY     - Date     Condition        Report By
 HX1343  HISTORY     - 1961     MONUMENTED       CGS
 HX1343
 HX1343                          STATION DESCRIPTION
 HX1343
 HX1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1343'4.4 MI N FROM DUO.
 HX1343'ABOUT 1.35 MILES NORTH ALONG A BLACK TOP ROAD FROM THE T ROAD
 HX1343'JUNCTION AT DUO, THENCE 3.1 MILES NORTH ALONG A GRADED ROAD,
 HX1343'0.3 MILE EAST OF A ROAD INTERSECTION, ON THE NORTHWEST SLOPE OF
 HX1343'A MOUNTAIN, AT THE INSIDE OF A CURVE, NEAR THE SOUTHEAST END OF
 HX1343'THE CURVE, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK CUT
 HX1343'THAT IS ABOUT 60 YARDS LONG AND 10 FEET HIGH, 18 FEET SOUTHWEST
 HX1343'OF THE CENTER LINE OF THE ROAD, 5 FEET ABOVE THE LEVEL OF A
 HX1343'ROAD DITCH AND 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1821 ***********************************************************************
 HX1821  DESIGNATION -  V 234
 HX1821  PID         -  HX1821
 HX1821  STATE/COUNTY-  WV/NICHOLAS
 HX1821  USGS QUAD   -  LOCKWOOD (1976)
 HX1821
 HX1821                         *CURRENT SURVEY CONTROL
 HX1821  ___________________________________________________________________
 HX1821* NAD 83(1986)-  38 15 34.     (N)    081 02 05.     (W)     SCALED    
 HX1821* NAVD 88     -       323.920  (meters)    1062.73   (feet)  ADJUSTED  
 HX1821  ___________________________________________________________________
 HX1821  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HX1821  DYNAMIC HT  -         323.683 (meters)    1061.95  (feet)  COMP
 HX1821  MODELED GRAV-     979,889.5   (mgal)                       NAVD 88
 HX1821
 HX1821  VERT ORDER  -  SECOND    CLASS 0
 HX1821
 HX1821.The horizontal coordinates were scaled from a topographic map and have
 HX1821.an estimated accuracy of +/- 6 seconds.
 HX1821
 HX1821.The orthometric height was determined by differential leveling
 HX1821.and adjusted by the National Geodetic Survey in June 1991..
 HX1821
 HX1821.The geoid height was determined by GEOID03.
 HX1821
 HX1821.The dynamic height is computed by dividing the NAVD 88
 HX1821.geopotential number by the normal gravity value computed on the
 HX1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1821.degrees latitude (g = 980.6199 gals.).
 HX1821
 HX1821.The modeled gravity was interpolated from observed gravity values.
 HX1821
 HX1821;                    North         East    Units  Estimated Accuracy
 HX1821;SPC WV S     -   139,790.      596,960.      MT  (+/- 180 meters Scaled)
 HX1821
 HX1821                          SUPERSEDED SURVEY CONTROL
 HX1821
 HX1821  NGVD 29 (??/??/92)  324.105  (m)         1063.33   (f) ADJ UNCH    2 0
 HX1821
 HX1821.Superseded values are not recommended for survey control.
 HX1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1821.See file dsdata.txt to determine how the superseded data were derived.
 HX1821
 HX1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC969346(NAD 83)
 HX1821_MARKER: DB = BENCH MARK DISK
 HX1821_SETTING: 66 = SET IN ROCK OUTCROP
 HX1821_SP_SET: ROCK CLIFF
 HX1821_STAMPING: V 234 1961
 HX1821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1821+STABILITY: POSITION/ELEVATION WELL
 HX1821
 HX1821  HISTORY     - Date     Condition        Report By
 HX1821  HISTORY     - 1961     MONUMENTED       CGS
 HX1821
 HX1821                          STATION DESCRIPTION
 HX1821
 HX1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1821'0.4 MI W FROM LOCKWOOD.
 HX1821'ABOUT 0.45 MILE WEST ALONG STATE HIGHWAY 39 FROM THE FAIRVIEW
 HX1821'BAPTIST CHURCH AT LOCKWOOD, 0.1 MILE WEST OF THE LOCKWOOD POST
 HX1821'OFFICE, 43 YARDS WEST OF THE CENTER OF THE JUNCTION OF THE
 HX1821'HIGHWAY AND COUNTY ROAD NO. 19/23 WHICH LEADS NORTH ALONG
 HX1821'THE WEST BANK OF LINE CREEK, SET VERTICALLY IN THE SOUTHEAST
 HX1821'FACE OF A ROCK THAT IS 4 FEET WIDE AND 2 1/2 FEET HIGH AND
 HX1821'PROJECTS OUT OF THE SOUTH FACE OF A ROCK CLIFF, 19 FEET NORTH
 HX1821'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTHEAST OF THE SOUTH
 HX1821'CORNER OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1353 ***********************************************************************
 HX1353  DESIGNATION -  V 235
 HX1353  PID         -  HX1353
 HX1353  STATE/COUNTY-  WV/NICHOLAS
 HX1353  USGS QUAD   -  NETTIE (1995)
 HX1353
 HX1353                         *CURRENT SURVEY CONTROL
 HX1353  ___________________________________________________________________
 HX1353* NAD 83(1986)-  38 08 43.     (N)    080 43 03.     (W)     SCALED    
 HX1353* NAVD 88     -       718.744  (meters)    2358.08   (feet)  ADJUSTED  
 HX1353  ___________________________________________________________________
 HX1353  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HX1353  DYNAMIC HT  -         718.162 (meters)    2356.17  (feet)  COMP
 HX1353  MODELED GRAV-     979,795.6   (mgal)                       NAVD 88
 HX1353
 HX1353  VERT ORDER  -  SECOND    CLASS 0
 HX1353
 HX1353.The horizontal coordinates were scaled from a topographic map and have
 HX1353.an estimated accuracy of +/- 6 seconds.
 HX1353
 HX1353.The orthometric height was determined by differential leveling
 HX1353.and adjusted by the National Geodetic Survey in June 1991..
 HX1353
 HX1353.The geoid height was determined by GEOID03.
 HX1353
 HX1353.The dynamic height is computed by dividing the NAVD 88
 HX1353.geopotential number by the normal gravity value computed on the
 HX1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1353.degrees latitude (g = 980.6199 gals.).
 HX1353
 HX1353.The modeled gravity was interpolated from observed gravity values.
 HX1353
 HX1353;                    North         East    Units  Estimated Accuracy
 HX1353;SPC WV S     -   127,150.      624,760.      MT  (+/- 180 meters Scaled)
 HX1353
 HX1353                          SUPERSEDED SURVEY CONTROL
 HX1353
 HX1353  NGVD 29 (??/??/92)  718.883  (m)         2358.54   (f) ADJ UNCH    2 0
 HX1353
 HX1353.Superseded values are not recommended for survey control.
 HX1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1353.See file dsdata.txt to determine how the superseded data were derived.
 HX1353
 HX1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC247219(NAD 83)
 HX1353_MARKER: DB = BENCH MARK DISK
 HX1353_SETTING: 66 = SET IN ROCK OUTCROP
 HX1353_SP_SET: ROCK CUT
 HX1353_STAMPING: V 235 1962
 HX1353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1353+STABILITY: POSITION/ELEVATION WELL
 HX1353
 HX1353  HISTORY     - Date     Condition        Report By
 HX1353  HISTORY     - 1962     MONUMENTED       CGS
 HX1353
 HX1353                          STATION DESCRIPTION
 HX1353
 HX1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1353'2.4 MI W FROM LEIVASY.
 HX1353'ABOUT 0.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX1353'AT LEIVASY, THENCE ABOUT 2.1 MILES WEST ALONG A BLACK TOP ROAD,
 HX1353'ABOUT 0.1 MILE EAST OF THE JUNCTION OF A BLACK TOP ROAD NORTH
 HX1353'TO HOMINY MILLS, ABOUT 77 YARDS EAST OF THE EAST CORNER OF A
 HX1353'45 FOOT BRIDGE OVER HOMINY CREEK, ON THE INSIDE AT THE WEST END
 HX1353'OF A CURVE WITH TANGENTS EXTENDING WEST AND SOUTH, SET
 HX1353'VERTICALLY IN THE NORTH FACE OF A ROCK CUT ABOUT 75 FEET LONG
 HX1353'AND 6 FEET HIGH, 15 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 HX1353'2.5 FEET ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 HX1353'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3176 ***********************************************************************
 GX3176  DESIGNATION -  V 235 RESET 1976
 GX3176  PID         -  GX3176
 GX3176  STATE/COUNTY-  WV/MERCER
 GX3176  USGS QUAD   -  BLUEFIELD (1979)
 GX3176
 GX3176                         *CURRENT SURVEY CONTROL
 GX3176  ___________________________________________________________________
 GX3176* NAD 83(1986)-  37 15 36.     (N)    081 11 29.     (W)     SCALED    
 GX3176* NAVD 88     -       820.12   (+/-2cm)    2690.7    (feet)  VERTCON   
 GX3176  ___________________________________________________________________
 GX3176  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GX3176
 GX3176  VERT ORDER  -  THIRD (See Below)
 GX3176
 GX3176.The horizontal coordinates were scaled from a topographic map and have
 GX3176.an estimated accuracy of +/- 6 seconds.
 GX3176
 GX3176.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3176.The vertical order pertains to the NGVD 29 superseded value.
 GX3176
 GX3176.The geoid height was determined by GEOID03.
 GX3176
 GX3176;                    North         East    Units  Estimated Accuracy
 GX3176;SPC WV S     -    28,880.      583,020.      MT  (+/- 180 meters Scaled)
 GX3176
 GX3176                          SUPERSEDED SURVEY CONTROL
 GX3176
 GX3176  NGVD 29 (09/25/03)  820.20   (m)         2690.9    (f) RESET       3  
 GX3176
 GX3176.Superseded values are not recommended for survey control.
 GX3176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3176.See file dsdata.txt to determine how the superseded data were derived.
 GX3176
 GX3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB830237(NAD 83)
 GX3176_MARKER: DB = BENCH MARK DISK
 GX3176_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX3176_SP_SET: HEADWALL
 GX3176_STAMPING: V 235 RESET 1976
 GX3176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3176+STABILITY: SURFACE MOTION
 GX3176
 GX3176  HISTORY     - Date     Condition        Report By
 GX3176  HISTORY     - 1976     MONUMENTED       WVHD
 GX3176
 GX3176                          STATION DESCRIPTION
 GX3176
 GX3176'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1976
 GX3176'IN BLUEFIELD.
 GX3176'ALONG U.S. HIGHWAY 460 IN THE CITY OF BLUEFIELD, 2.8 MILES FROM THE
 GX3176'VIRGINIA-WEST VIRGINIA STATE LINE,  IN THE TOP OF THE CONCRETE
 GX3176'HEADWALL AT THE OUTLET END OF A 48 INCH DIAMETER CORRUGATED
 GX3176'BITUMINOUS COATED METAL PIPE CULVERT AND IS LOCATED ON THE NORTHSIDE
 GX3176'OF THE HIGHWAY DIRECTLY OPPOSITE WHIS TELEVISION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1425 ***********************************************************************
 HX1425  DESIGNATION -  V 236
 HX1425  PID         -  HX1425
 HX1425  STATE/COUNTY-  WV/GREENBRIER
 HX1425  USGS QUAD   -  CORLISS (1976)
 HX1425
 HX1425                         *CURRENT SURVEY CONTROL
 HX1425  ___________________________________________________________________
 HX1425* NAD 83(1986)-  38 05 17.     (N)    080 48 05.     (W)     SCALED    
 HX1425* NAVD 88     -       921.219  (meters)    3022.37   (feet)  ADJUSTED  
 HX1425  ___________________________________________________________________
 HX1425  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX1425  DYNAMIC HT  -         920.484 (meters)    3019.95  (feet)  COMP
 HX1425  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 HX1425
 HX1425  VERT ORDER  -  SECOND    CLASS 0
 HX1425
 HX1425.The horizontal coordinates were scaled from a topographic map and have
 HX1425.an estimated accuracy of +/- 6 seconds.
 HX1425
 HX1425.The orthometric height was determined by differential leveling
 HX1425.and adjusted by the National Geodetic Survey in June 1991..
 HX1425
 HX1425.The geoid height was determined by GEOID03.
 HX1425
 HX1425.The dynamic height is computed by dividing the NAVD 88
 HX1425.geopotential number by the normal gravity value computed on the
 HX1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1425.degrees latitude (g = 980.6199 gals.).
 HX1425
 HX1425.The modeled gravity was interpolated from observed gravity values.
 HX1425
 HX1425;                    North         East    Units  Estimated Accuracy
 HX1425;SPC WV S     -   120,780.      617,420.      MT  (+/- 180 meters Scaled)
 HX1425
 HX1425                          SUPERSEDED SURVEY CONTROL
 HX1425
 HX1425  NGVD 29 (??/??/92)  921.385  (m)         3022.91   (f) ADJ UNCH    2 0
 HX1425
 HX1425.Superseded values are not recommended for survey control.
 HX1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1425.See file dsdata.txt to determine how the superseded data were derived.
 HX1425
 HX1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC174156(NAD 83)
 HX1425_MARKER: DB = BENCH MARK DISK
 HX1425_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1425_SP_SET: UNPSECIFIED ROCK
 HX1425_STAMPING: V 236 1962
 HX1425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1425
 HX1425  HISTORY     - Date     Condition        Report By
 HX1425  HISTORY     - 1962     MONUMENTED       CGS
 HX1425
 HX1425                          STATION DESCRIPTION
 HX1425
 HX1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1425'7.3 MI W FROM QUINWOOD.
 HX1425'ABOUT 7.3 MILES WEST ALONG RUSSELLVILLE ROAD FROM THE JUNCTION
 HX1425'OF STATE HIGHWAY 20 AT QUINWOOD, ABOUT 0.6 MILES SOUTHEAST OF A
 HX1425'-T- ROAD JUNCTION, ON THE NORTHWEST SLOPE ABOUT 85 YARDS
 HX1425'NORTHWEST OF THE TOP OF A HILL, ON THE OUTSIDE OF A SLIGHT CURVE,
 HX1425'SET IN THE TOP OF THE SOUTHWEST EDGE OF A ROCK THAT IS ABOUT 25
 HX1425'FEET SQUARE, 15 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HX1425'10 FEET SOUTHEAST OF THE WEST CORNER OF THE ROCK, 1 FOOT
 HX1425'NORTHEAST OF THE SOUTHEAST OF THE SOUTHWEST EDGE OF THE ROCK,
 HX1425'AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1269 ***********************************************************************
 HX1269  DESIGNATION -  V 237
 HX1269  PID         -  HX1269
 HX1269  STATE/COUNTY-  WV/NICHOLAS
 HX1269  USGS QUAD   -  RICHWOOD (1995)
 HX1269
 HX1269                         *CURRENT SURVEY CONTROL
 HX1269  ___________________________________________________________________
 HX1269* NAD 83(1986)-  38 13 26.     (N)    080 34 41.     (W)     SCALED    
 HX1269* NAVD 88     -       648.029  (meters)    2126.08   (feet)  ADJUSTED  
 HX1269  ___________________________________________________________________
 HX1269  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HX1269  DYNAMIC HT  -         647.513 (meters)    2124.38  (feet)  COMP
 HX1269  MODELED GRAV-     979,810.9   (mgal)                       NAVD 88
 HX1269
 HX1269  VERT ORDER  -  SECOND    CLASS 0
 HX1269
 HX1269.The horizontal coordinates were scaled from a topographic map and have
 HX1269.an estimated accuracy of +/- 6 seconds.
 HX1269
 HX1269.The orthometric height was determined by differential leveling
 HX1269.and adjusted by the National Geodetic Survey in June 1991..
 HX1269
 HX1269.The geoid height was determined by GEOID03.
 HX1269
 HX1269.The dynamic height is computed by dividing the NAVD 88
 HX1269.geopotential number by the normal gravity value computed on the
 HX1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1269.degrees latitude (g = 980.6199 gals.).
 HX1269
 HX1269.The modeled gravity was interpolated from observed gravity values.
 HX1269
 HX1269;                    North         East    Units  Estimated Accuracy
 HX1269;SPC WV S     -   135,920.      636,950.      MT  (+/- 180 meters Scaled)
 HX1269
 HX1269                          SUPERSEDED SURVEY CONTROL
 HX1269
 HX1269  NGVD 29 (??/??/92)  648.166  (m)         2126.52   (f) ADJ UNCH    2 0
 HX1269
 HX1269.Superseded values are not recommended for survey control.
 HX1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1269.See file dsdata.txt to determine how the superseded data were derived.
 HX1269
 HX1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC369307(NAD 83)
 HX1269_MARKER: DB = BENCH MARK DISK
 HX1269_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1269_SP_SET: UNSPECIFIED ROCK
 HX1269_STAMPING: V 237 1962
 HX1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1269
 HX1269  HISTORY     - Date     Condition        Report By
 HX1269  HISTORY     - 1962     MONUMENTED       CGS
 HX1269
 HX1269                          STATION DESCRIPTION
 HX1269
 HX1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1269'AT FENWICK.
 HX1269'AT FENWICK, ABOUT 0.6 MILES EAST ALONG THE BALTIMORE AND OHIO
 HX1269'RAILWAY FROM THE STATE HIGHWAY BRIDGE OVER CHERRY RIVER, ON THE
 HX1269'OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTHEAST
 HX1269'AND NORTHWEST, AT MILEPOLE 141-29, SET ON TOP OF THE WEST EDGE OF
 HX1269'A SLOPING ROCK ABOUT 12 BY 10 FEET WIDE PROJECTING 4 1/2 FEET ON
 HX1269'THE WEST SIDE, 45 FEET SOUTH OF THE SOUTH RAIL, 44 FEET WEST OF
 HX1269'THE MILEPOLE, 4 FEET SOUTH OF THE NORTHWEST CORNER OF THE ROCK,
 HX1269'BETWEEN THE RAIL AND CHERRY RIVER, AND ABOUT 1 1/2 FEET BELOW THE
 HX1269'LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1304 ***********************************************************************
 HX1304  DESIGNATION -  V 238
 HX1304  PID         -  HX1304
 HX1304  STATE/COUNTY-  WV/GREENBRIER
 HX1304  USGS QUAD   -  RICHWOOD (1995)
 HX1304
 HX1304                         *CURRENT SURVEY CONTROL
 HX1304  ___________________________________________________________________
 HX1304* NAD 83(1986)-  38 09 17.     (N)    080 30 37.     (W)     SCALED    
 HX1304* NAVD 88     -      1115.855  (meters)    3660.93   (feet)  ADJUSTED  
 HX1304  ___________________________________________________________________
 HX1304  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HX1304  DYNAMIC HT  -        1114.926 (meters)    3657.89  (feet)  COMP
 HX1304  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 HX1304
 HX1304  VERT ORDER  -  SECOND    CLASS 0
 HX1304
 HX1304.The horizontal coordinates were scaled from a topographic map and have
 HX1304.an estimated accuracy of +/- 6 seconds.
 HX1304
 HX1304.The orthometric height was determined by differential leveling
 HX1304.and adjusted by the National Geodetic Survey in June 1991..
 HX1304
 HX1304.The geoid height was determined by GEOID03.
 HX1304
 HX1304.The dynamic height is computed by dividing the NAVD 88
 HX1304.geopotential number by the normal gravity value computed on the
 HX1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1304.degrees latitude (g = 980.6199 gals.).
 HX1304
 HX1304.The modeled gravity was interpolated from observed gravity values.
 HX1304
 HX1304;                    North         East    Units  Estimated Accuracy
 HX1304;SPC WV S     -   128,270.      642,920.      MT  (+/- 180 meters Scaled)
 HX1304
 HX1304                          SUPERSEDED SURVEY CONTROL
 HX1304
 HX1304  NGVD 29 (??/??/92) 1115.990  (m)         3661.38   (f) ADJ UNCH    2 0
 HX1304
 HX1304.Superseded values are not recommended for survey control.
 HX1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1304.See file dsdata.txt to determine how the superseded data were derived.
 HX1304
 HX1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC429230(NAD 83)
 HX1304_MARKER: DB = BENCH MARK DISK
 HX1304_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1304_SP_SET: UNSPECIFIED ROCK
 HX1304_STAMPING: V 238 1962
 HX1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1304
 HX1304  HISTORY     - Date     Condition        Report By
 HX1304  HISTORY     - 1962     MONUMENTED       CGS
 HX1304
 HX1304                          STATION DESCRIPTION
 HX1304
 HX1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1304'5.9 MI S FROM RICHWOOD.
 HX1304'ABOUT 5.9 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION
 HX1304'OF RIVERSIDE DRIVE AT RICHWOOD, ABOUT 0.35 MILES NORTH OF THE
 HX1304'-Y- JUNCTION OF A GRADED ROAD WEST, ON THE OUTSIDE, AT THE SOUTH
 HX1304'END OF A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHEAST, SET
 HX1304'IN THE TOP OF THE EAST EDGE ON ABOUT THE HIGHEST POINT OF A ROCK
 HX1304'THAT IS 35-FEET LONG BY 6-FEET HIGH PROJECTING OUT OF THE
 HX1304'MOUNTAIN-SIDE, 46 FEET WEST OF CENTER LINE OF ROAD, 7 FEET NORTH
 HX1304'OF THE SOUTH END OF THE ROCK, AND ABOUT 14 FEET ABOVE THE LEVEL
 HX1304'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1215 ***********************************************************************
 HX1215  DESIGNATION -  V 239
 HX1215  PID         -  HX1215
 HX1215  STATE/COUNTY-  WV/WEBSTER
 HX1215  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1215
 HX1215                         *CURRENT SURVEY CONTROL
 HX1215  ___________________________________________________________________
 HX1215* NAD 83(1986)-  38 20 39.     (N)    080 33 04.     (W)     SCALED    
 HX1215* NAVD 88     -       805.223  (meters)    2641.80   (feet)  ADJUSTED  
 HX1215  ___________________________________________________________________
 HX1215  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HX1215  DYNAMIC HT  -         804.600 (meters)    2639.76  (feet)  COMP
 HX1215  MODELED GRAV-     979,826.9   (mgal)                       NAVD 88
 HX1215
 HX1215  VERT ORDER  -  SECOND    CLASS 0
 HX1215
 HX1215.The horizontal coordinates were scaled from a topographic map and have
 HX1215.an estimated accuracy of +/- 6 seconds.
 HX1215
 HX1215.The orthometric height was determined by differential leveling
 HX1215.and adjusted by the National Geodetic Survey in June 1991..
 HX1215
 HX1215.The geoid height was determined by GEOID03.
 HX1215
 HX1215.The dynamic height is computed by dividing the NAVD 88
 HX1215.geopotential number by the normal gravity value computed on the
 HX1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1215.degrees latitude (g = 980.6199 gals.).
 HX1215
 HX1215.The modeled gravity was interpolated from observed gravity values.
 HX1215
 HX1215;                    North         East    Units  Estimated Accuracy
 HX1215;SPC WV S     -   149,280.      639,240.      MT  (+/- 180 meters Scaled)
 HX1215
 HX1215                          SUPERSEDED SURVEY CONTROL
 HX1215
 HX1215  NGVD 29 (??/??/92)  805.375  (m)         2642.30   (f) ADJ UNCH    2 0
 HX1215
 HX1215.Superseded values are not recommended for survey control.
 HX1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1215.See file dsdata.txt to determine how the superseded data were derived.
 HX1215
 HX1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC392440(NAD 83)
 HX1215_MARKER: DB = BENCH MARK DISK
 HX1215_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1215_SP_SET: UNSPECIFIED ROCK
 HX1215_STAMPING: V 239 1962
 HX1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1215
 HX1215  HISTORY     - Date     Condition        Report By
 HX1215  HISTORY     - 1962     MONUMENTED       CGS
 HX1215
 HX1215                          STATION DESCRIPTION
 HX1215
 HX1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1215'3 MI SE FROM CAMDEN ON GAULEY.
 HX1215'ABOUT 3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 HX1215'OVER THE GAULEY RIVER AT CAMDEN ON GAULEY, ABOUT 0.2 MILES NORTH
 HX1215'OF A SMALL CEMETERY ON THE WEST SIDE OF THE ROAD, AT THE JUNCTION
 HX1215'OF A NARROW DIRT ROAD LEADING EAST, SET ON TOP OF THE SOUTHWEST
 HX1215'EDGE OF A FLAT ROCK REACHING ACROSS THE ROAD, ABOUT 15 FEET WIDE,
 HX1215'21 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.4 FEET NORTHEAST
 HX1215'OF THE SOUTHWEST EDGE OF THE ROCK, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0969 ***********************************************************************
 JW0969  CBN         -  This is a Cooperative Base Network Control Station.
 JW0969  DESIGNATION -  V 24
 JW0969  PID         -  JW0969
 JW0969  STATE/COUNTY-  WV/PRESTON
 JW0969  USGS QUAD   -  MASONTOWN (1976)
 JW0969
 JW0969                         *CURRENT SURVEY CONTROL
 JW0969  ___________________________________________________________________
 JW0969* NAD 83(1995)-  39 30 22.70737(N)    079 48 13.97715(W)     ADJUSTED  
 JW0969* NAVD 88     -       524.016  (meters)    1719.21   (feet)  ADJUSTED  
 JW0969  ___________________________________________________________________
 JW0969  X           -     872,369.738 (meters)                     COMP
 JW0969  Y           -  -4,850,312.958 (meters)                     COMP
 JW0969  Z           -   4,036,156.915 (meters)                     COMP
 JW0969  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 JW0969  ELLIP HEIGHT-         492.09  (meters)          (04/23/01) GPS OBS
 JW0969  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JW0969  DYNAMIC HT  -         523.681 (meters)    1718.11  (feet)  COMP
 JW0969  MODELED GRAV-     979,969.9   (mgal)                       NAVD 88
 JW0969
 JW0969  HORZ ORDER  -  A
 JW0969  VERT ORDER  -  SECOND    CLASS 0
 JW0969  ELLP ORDER  -  FOURTH    CLASS I
 JW0969
 JW0969.The horizontal coordinates were established by GPS observations
 JW0969.and adjusted by the National Geodetic Survey in April 2001..
 JW0969
 JW0969.The orthometric height was determined by differential leveling
 JW0969.and adjusted by the National Geodetic Survey in June 1991..
 JW0969
 JW0969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW0969
 JW0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW0969
 JW0969.The ellipsoidal height was determined by GPS observations
 JW0969.and is referenced to NAD 83.
 JW0969
 JW0969.The geoid height was determined by GEOID03.
 JW0969
 JW0969.The dynamic height is computed by dividing the NAVD 88
 JW0969.geopotential number by the normal gravity value computed on the
 JW0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0969.degrees latitude (g = 980.6199 gals.).
 JW0969
 JW0969.The modeled gravity was interpolated from observed gravity values.
 JW0969
 JW0969;                    North         East     Units Scale Factor Converg.
 JW0969;SPC WV N     -   111,761.341   573,865.928   MT  0.99994291   -0 11 37.7
 JW0969;UTM  17      - 4,373,647.431   602,833.144   MT  0.99973019   +0 45 39.6
 JW0969
 JW0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW0969!SPC WV N     -   0.99992280  x   0.99994291  =   0.99986572
 JW0969!UTM  17      -   0.99992280  x   0.99973019  =   0.99965301
 JW0969
 JW0969                          SUPERSEDED SURVEY CONTROL
 JW0969
 JW0969  NAVD 88 (04/23/01)  524.02   (m)         1719.2    (f) LEVELING    3  
 JW0969  NGVD 29 (??/??/92)  524.139  (m)         1719.61   (f) ADJ UNCH    2 0
 JW0969
 JW0969.Superseded values are not recommended for survey control.
 JW0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0969.See file dsdata.txt to determine how the superseded data were derived.
 JW0969
 JW0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD0283373647(NAD 83)
 JW0969_MARKER: DB = BENCH MARK DISK
 JW0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0969_STAMPING: V 24 1935
 JW0969_MARK LOGO: CGS   
 JW0969_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0969+STABILITY: SURFACE MOTION
 JW0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW0969+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2000
 JW0969
 JW0969  HISTORY     - Date     Condition        Report By
 JW0969  HISTORY     - 1935     MONUMENTED       CGS
 JW0969  HISTORY     - 20000331 GOOD             WVALS
 JW0969
 JW0969                          STATION DESCRIPTION
 JW0969
 JW0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0969'AT REEDSVILLE.
 JW0969'AT REEDSVILLE, PRESTON COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JW0969'39 FEET WEST OF THE WEST SIDE OF THE STATION, AT POLE 17/21, AND
 JW0969'20 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD
 JW0969'DISK, STAMPED V 24 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JW0969
 JW0969                          STATION RECOVERY (2000)
 JW0969
 JW0969'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (FS)
 JW0969'THE STATION IS IN REEDSVILLE.
 JW0969'
 JW0969'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 92
 JW0969'GO SOUTH ON HIGHWAY 92 FOR 0.64 KM (0.4 MI) TO AN OLD GRAVEL ROAD
 JW0969'(OLD B AND O RAILROAD GRADE).  TURN RIGHT ONTO THE GRAVEL ROAD
 JW0969'AND GO
 JW0969'WEST FOR 69.5 M (228 FT) TO THE STATION ON THE RIGHT.
 JW0969'
 JW0969'THE STATION IS 20 M (65.6 FT) SOUTH-SOUTHWEST OF A POWER POLE, 15 M
 JW0969'(49.2 FT) NORTH-NORTHEAST OF A POWER POLE AND 5 M (16.4 FT) NORTH OF
 JW0969'THE CENTER OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0837 ***********************************************************************
 HX0837  DESIGNATION -  V 240
 HX0837  PID         -  HX0837
 HX0837  STATE/COUNTY-  WV/WEBSTER
 HX0837  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0837
 HX0837                         *CURRENT SURVEY CONTROL
 HX0837  ___________________________________________________________________
 HX0837* NAD 83(1986)-  38 21 20.     (N)    080 29 12.     (W)     SCALED    
 HX0837* NAVD 88     -       834.869  (meters)    2739.07   (feet)  ADJUSTED  
 HX0837  ___________________________________________________________________
 HX0837  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0837  DYNAMIC HT  -         834.198 (meters)    2736.86  (feet)  COMP
 HX0837  MODELED GRAV-     979,796.3   (mgal)                       NAVD 88
 HX0837
 HX0837  VERT ORDER  -  SECOND    CLASS 0
 HX0837
 HX0837.The horizontal coordinates were scaled from a topographic map and have
 HX0837.an estimated accuracy of +/- 6 seconds.
 HX0837
 HX0837.The orthometric height was determined by differential leveling
 HX0837.and adjusted by the National Geodetic Survey in June 1991..
 HX0837
 HX0837.The geoid height was determined by GEOID03.
 HX0837
 HX0837.The dynamic height is computed by dividing the NAVD 88
 HX0837.geopotential number by the normal gravity value computed on the
 HX0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0837.degrees latitude (g = 980.6199 gals.).
 HX0837
 HX0837.The modeled gravity was interpolated from observed gravity values.
 HX0837
 HX0837;                    North         East    Units  Estimated Accuracy
 HX0837;SPC WV S     -   150,580.      644,870.      MT  (+/- 180 meters Scaled)
 HX0837
 HX0837                          SUPERSEDED SURVEY CONTROL
 HX0837
 HX0837  NGVD 29 (??/??/92)  834.996  (m)         2739.48   (f) ADJ UNCH    2 0
 HX0837
 HX0837.Superseded values are not recommended for survey control.
 HX0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0837.See file dsdata.txt to determine how the superseded data were derived.
 HX0837
 HX0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC448453(NAD 83)
 HX0837_MARKER: DB = BENCH MARK DISK
 HX0837_SETTING: 66 = SET IN ROCK OUTCROP
 HX0837_SP_SET: ROCK CUT
 HX0837_STAMPING: V 240 1962
 HX0837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0837+STABILITY: POSITION/ELEVATION WELL
 HX0837
 HX0837  HISTORY     - Date     Condition        Report By
 HX0837  HISTORY     - 1962     MONUMENTED       CGS
 HX0837
 HX0837                          STATION DESCRIPTION
 HX0837
 HX0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0837'2 MI SW FROM DYER.
 HX0837'2.0 MILES SOUTHWEST ALONG FOREST SERVICE ROAD 101 FROM THE
 HX0837'FOOTBRIDGE OVER WILLIAMS RIVER AT DYER, ON THE INSIDE OF A LONG
 HX0837'CURVE WITH THE TANGENTS EXTENDING TO THE SOUTHWEST AND NORTHWEST,
 HX0837'SET VERTICALLY IN THE EAST FACE OF THE CENTER ONE OF THREE
 HX0837'LEDGES ON THE EAST FACE OF A LARGE ROCK CUT, 31 FEET WEST OF
 HX0837'THE CENTER LINE OF THE ROAD, 12.5 FEET SOUTH OF THE NORTH END
 HX0837'OF THE LEDGE, 0.5 FEET BELOW THE TOP OF THE LEDGE, AND 5 FEET
 HX0837'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0819 ***********************************************************************
 HX0819  DESIGNATION -  V 241
 HX0819  PID         -  HX0819
 HX0819  STATE/COUNTY-  WV/WEBSTER
 HX0819  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0819
 HX0819                         *CURRENT SURVEY CONTROL
 HX0819  ___________________________________________________________________
 HX0819* NAD 83(1986)-  38 15 32.     (N)    080 22 51.     (W)     SCALED    
 HX0819* NAVD 88     -       883.649  (meters)    2899.11   (feet)  ADJUSTED  
 HX0819  ___________________________________________________________________
 HX0819  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0819  DYNAMIC HT  -         882.909 (meters)    2896.68  (feet)  COMP
 HX0819  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 HX0819
 HX0819  VERT ORDER  -  SECOND    CLASS 0
 HX0819
 HX0819.The horizontal coordinates were scaled from a topographic map and have
 HX0819.an estimated accuracy of +/- 6 seconds.
 HX0819
 HX0819.The orthometric height was determined by differential leveling
 HX0819.and adjusted by the National Geodetic Survey in June 1991..
 HX0819
 HX0819.The geoid height was determined by GEOID03.
 HX0819
 HX0819.The dynamic height is computed by dividing the NAVD 88
 HX0819.geopotential number by the normal gravity value computed on the
 HX0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0819.degrees latitude (g = 980.6199 gals.).
 HX0819
 HX0819.The modeled gravity was interpolated from observed gravity values.
 HX0819
 HX0819;                    North         East    Units  Estimated Accuracy
 HX0819;SPC WV S     -   139,900.      654,190.      MT  (+/- 180 meters Scaled)
 HX0819
 HX0819                          SUPERSEDED SURVEY CONTROL
 HX0819
 HX0819  NGVD 29 (??/??/92)  883.739  (m)         2899.40   (f) ADJ UNCH    2 0
 HX0819
 HX0819.Superseded values are not recommended for survey control.
 HX0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0819.See file dsdata.txt to determine how the superseded data were derived.
 HX0819
 HX0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC541347(NAD 83)
 HX0819_MARKER: DB = BENCH MARK DISK
 HX0819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0819_SP_SET: BRIDGE
 HX0819_STAMPING: V 241 1962
 HX0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0819
 HX0819  HISTORY     - Date     Condition        Report By
 HX0819  HISTORY     - 1962     MONUMENTED       CGS
 HX0819
 HX0819                          STATION DESCRIPTION
 HX0819
 HX0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0819'14.3 MI SE FROM DYER.
 HX0819'5.9 MILES SOUTHWEST AND SOUTHEAST ALONG FOREST SERVICE ROAD
 HX0819'101 FROM THE FOOTBRIDGE OVER WILLIAMS RIVER AT DYER, THENCE 8.4
 HX0819'MILES SOUTHEAST ALONG FOREST SERVICE ROAD 76, AT THE JUNCTION
 HX0819'OF FOREST SERVICE ROAD 78, SET AT THE NORTH CORNER OF A 200 FOOT
 HX0819'CONCRETE BRIDGE ALONG ROAD 78 AND OVER CRANBERRY RIVER, 125
 HX0819'FEET SOUTHEAST OF CENTER OF JUNCTION OF ROAD 76 AND EAST LEG
 HX0819'OF ROAD 78, 7 FEET NORTHEAST OF CENTER LINE OF ROAD, 0.5 FOOT
 HX0819'SOUTH OF NORTH END OF BRIDGE, AND ABOUT LEVEL WITH ROAD 78.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0863 ***********************************************************************
 HX0863  DESIGNATION -  V 242
 HX0863  PID         -  HX0863
 HX0863  STATE/COUNTY-  WV/GREENBRIER
 HX0863  USGS QUAD   -  LOBELIA (1995)
 HX0863
 HX0863                         *CURRENT SURVEY CONTROL
 HX0863  ___________________________________________________________________
 HX0863* NAD 83(1986)-  38 11 32.     (N)    080 22 02.     (W)     SCALED    
 HX0863* NAVD 88     -      1005.208  (meters)    3297.92   (feet)  ADJUSTED  
 HX0863  ___________________________________________________________________
 HX0863  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0863  DYNAMIC HT  -        1004.353 (meters)    3295.11  (feet)  COMP
 HX0863  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 HX0863
 HX0863  VERT ORDER  -  SECOND    CLASS 0
 HX0863
 HX0863.The horizontal coordinates were scaled from a topographic map and have
 HX0863.an estimated accuracy of +/- 6 seconds.
 HX0863
 HX0863.The orthometric height was determined by differential leveling
 HX0863.and adjusted by the National Geodetic Survey in June 1991..
 HX0863
 HX0863.The geoid height was determined by GEOID03.
 HX0863
 HX0863.The dynamic height is computed by dividing the NAVD 88
 HX0863.geopotential number by the normal gravity value computed on the
 HX0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0863.degrees latitude (g = 980.6199 gals.).
 HX0863
 HX0863.The modeled gravity was interpolated from observed gravity values.
 HX0863
 HX0863;                    North         East    Units  Estimated Accuracy
 HX0863;SPC WV S     -   132,510.      655,430.      MT  (+/- 180 meters Scaled)
 HX0863
 HX0863                          SUPERSEDED SURVEY CONTROL
 HX0863
 HX0863  NGVD 29 (??/??/92) 1005.287  (m)         3298.18   (f) ADJ UNCH    2 0
 HX0863
 HX0863.Superseded values are not recommended for survey control.
 HX0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0863.See file dsdata.txt to determine how the superseded data were derived.
 HX0863
 HX0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC554273(NAD 83)
 HX0863_MARKER: DB = BENCH MARK DISK
 HX0863_SETTING: 80 = SET IN A BOULDER
 HX0863_SP_SET: BOULDER
 HX0863_STAMPING: V 242 1962
 HX0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0863+STABILITY: SURFACE MOTION
 HX0863
 HX0863  HISTORY     - Date     Condition        Report By
 HX0863  HISTORY     - 1962     MONUMENTED       CGS
 HX0863
 HX0863                          STATION DESCRIPTION
 HX0863
 HX0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0863'15.3 MI E FROM RICHWOOD.
 HX0863'15.3 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 HX0863'RICHWOOD, ABOUT 0.45 MILE WEST OF THE GREENBRIER AND POCAHONTAS
 HX0863'COUNTY LINE, ABOUT 0.15 MILE NORTHWEST OF A 20-FOOT STONE BRIDGE
 HX0863'OVER BEAR RUN, ON THE OUTSIDE AT THE NORTHWEST END OF A LONG CURVE
 HX0863'WITH THE TANGENTS EXTENDING TO THE EAST AND NORTHWEST, SET ON
 HX0863'TOP OF THE NORTH CORNER OF A ROCK THAT IS ABOUT 20-FOOT LONG BY
 HX0863'2-FOOT HIGH, THE ROCK HAS SEVERAL TREES OF VARIOUS SIZES GROWING
 HX0863'FROM THE TOP OF THE ROCK, 35 FEET SOUTHWEST OF THE CENTER LINE OF
 HX0863'THE HIGHWAY, 1.2 FEET SOUTH OF THE NORTH CORNER OF THE ROCK, 0.5
 HX0863'FOOT SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK, AND ABOUT
 HX0863'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0962 ***********************************************************************
 HX0962  DESIGNATION -  V 243
 HX0962  PID         -  HX0962
 HX0962  STATE/COUNTY-  WV/GREENBRIER
 HX0962  USGS QUAD   -  TROUT (1995)
 HX0962
 HX0962                         *CURRENT SURVEY CONTROL
 HX0962  ___________________________________________________________________
 HX0962* NAD 83(1986)-  38 02 35.     (N)    080 28 40.     (W)     SCALED    
 HX0962* NAVD 88     -       952.522  (meters)    3125.07   (feet)  ADJUSTED  
 HX0962  ___________________________________________________________________
 HX0962  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0962  DYNAMIC HT  -         951.712 (meters)    3122.41  (feet)  COMP
 HX0962  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 HX0962
 HX0962  VERT ORDER  -  SECOND    CLASS 0
 HX0962
 HX0962.The horizontal coordinates were scaled from a topographic map and have
 HX0962.an estimated accuracy of +/- 6 seconds.
 HX0962
 HX0962.The orthometric height was determined by differential leveling
 HX0962.and adjusted by the National Geodetic Survey in June 1991..
 HX0962
 HX0962.The geoid height was determined by GEOID03.
 HX0962
 HX0962.The dynamic height is computed by dividing the NAVD 88
 HX0962.geopotential number by the normal gravity value computed on the
 HX0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0962.degrees latitude (g = 980.6199 gals.).
 HX0962
 HX0962.The modeled gravity was interpolated from observed gravity values.
 HX0962
 HX0962;                    North         East    Units  Estimated Accuracy
 HX0962;SPC WV S     -   115,900.      645,840.      MT  (+/- 180 meters Scaled)
 HX0962
 HX0962                          SUPERSEDED SURVEY CONTROL
 HX0962
 HX0962  NGVD 29 (??/??/92)  952.643  (m)         3125.46   (f) ADJ UNCH    2 0
 HX0962
 HX0962.Superseded values are not recommended for survey control.
 HX0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0962.See file dsdata.txt to determine how the superseded data were derived.
 HX0962
 HX0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC458107(NAD 83)
 HX0962_MARKER: DB = BENCH MARK DISK
 HX0962_SETTING: 80 = SET IN A BOULDER
 HX0962_SP_SET: BOULDER
 HX0962_STAMPING: V 243 1962
 HX0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0962+STABILITY: SURFACE MOTION
 HX0962
 HX0962  HISTORY     - Date     Condition        Report By
 HX0962  HISTORY     - 1962     MONUMENTED       CGS
 HX0962  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0962
 HX0962                          STATION DESCRIPTION
 HX0962
 HX0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0962'2.8 MI N FROM TROUT.
 HX0962'2.8 MILES NORTH ALONG A BLACK TOP AND GRADED ROAD FROM THE
 HX0962'FIRST BAPTIST CHURCH AT TROUT, ON THE OUTSIDE OF A CURVE WITH
 HX0962'TANGENTS EXTENDING EAST AND SOUTHEAST, 51 FEET WEST OF THE
 HX0962'CENTER LINE OF THE ROAD, ABOUT 50 FEET NORTHEAST OF THE WEST
 HX0962'EDGE OF A LARGE OVER-HANGING CLIFF, IN TOP OF THE SOUTHWEST
 HX0962'CORNER OF A 2 1/2-FOOT HIGH BOULDER EXTENDING FROM THE MOUNTAIN
 HX0962'SIDE, 1 FOOT SOUTHEAST OF THE SOUTHWEST CORNER OF THE BOULDER,
 HX0962'AND ABOUT 4 FEET LOWER THAN THE ROAD.
 HX0962
 HX0962                          STATION RECOVERY (1973)
 HX0962
 HX0962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0670 ***********************************************************************
 HX0670  DESIGNATION -  V 244
 HX0670  PID         -  HX0670
 HX0670  STATE/COUNTY-  WV/WEBSTER
 HX0670  USGS QUAD   -  BERGOO (1995)
 HX0670
 HX0670                         *CURRENT SURVEY CONTROL
 HX0670  ___________________________________________________________________
 HX0670* NAD 83(1986)-  38 25 21.     (N)    080 19 36.     (W)     SCALED    
 HX0670* NAVD 88     -       730.909  (meters)    2397.99   (feet)  ADJUSTED  
 HX0670  ___________________________________________________________________
 HX0670  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HX0670  DYNAMIC HT  -         730.337 (meters)    2396.11  (feet)  COMP
 HX0670  MODELED GRAV-     979,822.1   (mgal)                       NAVD 88
 HX0670
 HX0670  VERT ORDER  -  SECOND    CLASS 0
 HX0670
 HX0670.The horizontal coordinates were scaled from a topographic map and have
 HX0670.an estimated accuracy of +/- 6 seconds.
 HX0670
 HX0670.The orthometric height was determined by differential leveling
 HX0670.and adjusted by the National Geodetic Survey in June 1991..
 HX0670
 HX0670.The geoid height was determined by GEOID03.
 HX0670
 HX0670.The dynamic height is computed by dividing the NAVD 88
 HX0670.geopotential number by the normal gravity value computed on the
 HX0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0670.degrees latitude (g = 980.6199 gals.).
 HX0670
 HX0670.The modeled gravity was interpolated from observed gravity values.
 HX0670
 HX0670;                    North         East    Units  Estimated Accuracy
 HX0670;SPC WV S     -   158,100.      658,800.      MT  (+/- 180 meters Scaled)
 HX0670
 HX0670                          SUPERSEDED SURVEY CONTROL
 HX0670
 HX0670  NGVD 29 (??/??/92)  731.042  (m)         2398.43   (f) ADJ UNCH    2 0
 HX0670
 HX0670.Superseded values are not recommended for survey control.
 HX0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0670.See file dsdata.txt to determine how the superseded data were derived.
 HX0670
 HX0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC587529(NAD 83)
 HX0670_MARKER: DB = BENCH MARK DISK
 HX0670_SETTING: 66 = SET IN ROCK OUTCROP
 HX0670_SP_SET: ROCK CUT
 HX0670_STAMPING: V 244 1962
 HX0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0670+STABILITY: POSITION/ELEVATION WELL
 HX0670
 HX0670  HISTORY     - Date     Condition        Report By
 HX0670  HISTORY     - 1962     MONUMENTED       CGS
 HX0670
 HX0670                          STATION DESCRIPTION
 HX0670
 HX0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0670'8.8 MI SE FROM BOLAIR.
 HX0670'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0670'BOLAIR, THENCE 8.6 MILES SOUTHEAST ALONG GAULEY RIVER ROAD, ABOUT
 HX0670'0.45 MILE WEST OF SPRING RUN, ON THE OUTSIDE OF A SLIGHT CURVE
 HX0670'THAT IS AT THE WEST END OF A LONG CURVE WITH TANGENTS EXTENDING
 HX0670'TO THE WEST AND NORTHEAST, ON TOP OF A ROCK THAT IS ABOUT 6
 HX0670'FOOT LONG AND ACROSS THE ROAD FROM A TELEPHONE POLE 203, 20.6
 HX0670'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.2 FEET NORTH OF THE
 HX0670'SOUTH EDGE OF THE ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HX0670'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0631 ***********************************************************************
 HX0631  DESIGNATION -  V 245
 HX0631  PID         -  HX0631
 HX0631  STATE/COUNTY-  WV/POCAHONTAS
 HX0631  USGS QUAD   -  MINGO (1995)
 HX0631
 HX0631                         *CURRENT SURVEY CONTROL
 HX0631  ___________________________________________________________________
 HX0631* NAD 83(1986)-  38 24 55.     (N)    080 07 24.     (W)     SCALED    
 HX0631* NAVD 88     -       831.296  (meters)    2727.34   (feet)  ADJUSTED  
 HX0631  ___________________________________________________________________
 HX0631  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0631  DYNAMIC HT  -         830.624 (meters)    2725.14  (feet)  COMP
 HX0631  MODELED GRAV-     979,792.5   (mgal)                       NAVD 88
 HX0631
 HX0631  VERT ORDER  -  FIRST     CLASS II
 HX0631
 HX0631.The horizontal coordinates were scaled from a topographic map and have
 HX0631.an estimated accuracy of +/- 6 seconds.
 HX0631
 HX0631.The orthometric height was determined by differential leveling
 HX0631.and adjusted by the National Geodetic Survey in June 1991..
 HX0631
 HX0631.The geoid height was determined by GEOID03.
 HX0631
 HX0631.The dynamic height is computed by dividing the NAVD 88
 HX0631.geopotential number by the normal gravity value computed on the
 HX0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0631.degrees latitude (g = 980.6199 gals.).
 HX0631
 HX0631.The modeled gravity was interpolated from observed gravity values.
 HX0631
 HX0631;                    North         East    Units  Estimated Accuracy
 HX0631;SPC WV S     -   157,440.      676,560.      MT  (+/- 180 meters Scaled)
 HX0631
 HX0631                          SUPERSEDED SURVEY CONTROL
 HX0631
 HX0631  NGVD 29 (??/??/92)  831.388  (m)         2727.65   (f) ADJ UNCH    1 2
 HX0631
 HX0631.Superseded values are not recommended for survey control.
 HX0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0631.See file dsdata.txt to determine how the superseded data were derived.
 HX0631
 HX0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC765522(NAD 83)
 HX0631_MARKER: DB = BENCH MARK DISK
 HX0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0631_SP_SET: BUILDING
 HX0631_STAMPING: V 245 1962
 HX0631_MARK LOGO: CGS   
 HX0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0631
 HX0631  HISTORY     - Date     Condition        Report By
 HX0631  HISTORY     - 1962     MONUMENTED       CGS
 HX0631  HISTORY     - 1983     GOOD             NGS
 HX0631
 HX0631                          STATION DESCRIPTION
 HX0631
 HX0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0631'AT SLATY FORK.
 HX0631'AT SLATY FORK, SET VERTICALLY IN THE SOUTHEAST BRICK WALL OF THE
 HX0631'SLATY FORK GRADE SCHOOL, 64 FEET NORTHWEST OF THE CENTER LINE OF
 HX0631'THE HIGHWAY, 33 FEET NORTHEAST OF THE CENTER LINE OF THE FRONT
 HX0631'ENTRANCE TO THE BUILDING, 1 FOOT SOUTHWEST OF THE EAST CORNER
 HX0631'OF THE BUILDING, ABOUT 4-FEET ABOVE THE LEVEL OF THE HIGHWAY,
 HX0631'AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 HX0631
 HX0631                          STATION RECOVERY (1983)
 HX0631
 HX0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0770 ***********************************************************************
 HX0770  DESIGNATION -  V 246
 HX0770  PID         -  HX0770
 HX0770  STATE/COUNTY-  WV/POCAHONTAS
 HX0770  USGS QUAD   -  EDRAY (1995)
 HX0770
 HX0770                         *CURRENT SURVEY CONTROL
 HX0770  ___________________________________________________________________
 HX0770* NAD 83(1986)-  38 16 15.     (N)    080 07 11.     (W)     SCALED    
 HX0770* NAVD 88     -       756.391  (meters)    2481.59   (feet)  ADJUSTED  
 HX0770  ___________________________________________________________________
 HX0770  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HX0770  DYNAMIC HT  -         755.777 (meters)    2479.58  (feet)  COMP
 HX0770  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 HX0770
 HX0770  VERT ORDER  -  SECOND    CLASS 0
 HX0770
 HX0770.The horizontal coordinates were scaled from a topographic map and have
 HX0770.an estimated accuracy of +/- 6 seconds.
 HX0770
 HX0770.The orthometric height was determined by differential leveling
 HX0770.and adjusted by the National Geodetic Survey in June 1991..
 HX0770
 HX0770.The geoid height was determined by GEOID03.
 HX0770
 HX0770.The dynamic height is computed by dividing the NAVD 88
 HX0770.geopotential number by the normal gravity value computed on the
 HX0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0770.degrees latitude (g = 980.6199 gals.).
 HX0770
 HX0770.The modeled gravity was interpolated from observed gravity values.
 HX0770
 HX0770;                    North         East    Units  Estimated Accuracy
 HX0770;SPC WV S     -   141,410.      677,030.      MT  (+/- 180 meters Scaled)
 HX0770
 HX0770                          SUPERSEDED SURVEY CONTROL
 HX0770
 HX0770  NGVD 29 (??/??/92)  756.467  (m)         2481.84   (f) ADJ UNCH    2 0
 HX0770
 HX0770.Superseded values are not recommended for survey control.
 HX0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0770.See file dsdata.txt to determine how the superseded data were derived.
 HX0770
 HX0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC770362(NAD 83)
 HX0770_MARKER: DB = BENCH MARK DISK
 HX0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0770_STAMPING: V 246 1962
 HX0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0770+STABILITY: SURFACE MOTION
 HX0770
 HX0770  HISTORY     - Date     Condition        Report By
 HX0770  HISTORY     - 1962     MONUMENTED       CGS
 HX0770
 HX0770                          STATION DESCRIPTION
 HX0770
 HX0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0770'2.8 MI E FROM WOODROW.
 HX0770'2.85 MILES EAST ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL AT
 HX0770'WOODROW, ABOUT 0.85 MILE WEST OF THE JUNCTION OF THE ENTRANCE
 HX0770'TO THE STATE FISH HATCHERY, ABOUT 0.5 MILE WEST OF THE JUNCTION
 HX0770'OF A BLACK TOP ROAD LEADING SOUTH, AT THE JUNCTION OF A GRADED
 HX0770'ROAD LEADING NORTHWEST AND IS ON THE OUTSIDE OF A CURVE NORTHWEST
 HX0770'BY EAST, 28 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD,
 HX0770'183 FEET SOUTHWEST OF THE CENTER LINE OF THE JUNCTION OF A GRADED
 HX0770'ROAD NORTHWEST, 22 FEET WEST OF A TELEPHONE POLE AT A T FENCE
 HX0770'CORNER, 1.3 FEET NORTH OF A FENCE LINE WEST BY EAST, 1.9 FEET
 HX0770'EAST OF A STEEL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL
 HX0770'OF THE ROAD, SET IN TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
 HX0770'NOTE-- THIS BENCH MARK CAN ALSO BE FOUND BY GOING 3.15 MILES
 HX0770'NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST END OF THE STATE
 HX0770'HIGHWAY 39 BRIDGE OVER THE GREENBRIER RIVER AT MARLINTON, THENCE
 HX0770'1.55 MILES ALONG A BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0708 ***********************************************************************
 HX0708  DESIGNATION -  V 247
 HX0708  PID         -  HX0708
 HX0708  STATE/COUNTY-  WV/POCAHONTAS
 HX0708  USGS QUAD   -  SHARP KNOB (1995)
 HX0708
 HX0708                         *CURRENT SURVEY CONTROL
 HX0708  ___________________________________________________________________
 HX0708* NAD 83(1986)-  38 23 11.     (N)    080 11 59.     (W)     SCALED    
 HX0708* NAVD 88     -      1179.418  (meters)    3869.47   (feet)  ADJUSTED  
 HX0708  ___________________________________________________________________
 HX0708  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HX0708  DYNAMIC HT  -        1178.470 (meters)    3866.36  (feet)  COMP
 HX0708  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 HX0708
 HX0708  VERT ORDER  -  SECOND    CLASS 0
 HX0708
 HX0708.The horizontal coordinates were scaled from a topographic map and have
 HX0708.an estimated accuracy of +/- 6 seconds.
 HX0708
 HX0708.The orthometric height was determined by differential leveling
 HX0708.and adjusted by the National Geodetic Survey in June 1991..
 HX0708
 HX0708.The geoid height was determined by GEOID03.
 HX0708
 HX0708.The dynamic height is computed by dividing the NAVD 88
 HX0708.geopotential number by the normal gravity value computed on the
 HX0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0708.degrees latitude (g = 980.6199 gals.).
 HX0708
 HX0708.The modeled gravity was interpolated from observed gravity values.
 HX0708
 HX0708;                    North         East    Units  Estimated Accuracy
 HX0708;SPC WV S     -   154,180.      669,910.      MT  (+/- 180 meters Scaled)
 HX0708
 HX0708                          SUPERSEDED SURVEY CONTROL
 HX0708
 HX0708  NGVD 29 (??/??/92) 1179.523  (m)         3869.82   (f) ADJ UNCH    2 0
 HX0708
 HX0708.Superseded values are not recommended for survey control.
 HX0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0708.See file dsdata.txt to determine how the superseded data were derived.
 HX0708
 HX0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC698489(NAD 83)
 HX0708_MARKER: DB = BENCH MARK DISK
 HX0708_SETTING: 66 = SET IN ROCK OUTCROP
 HX0708_SP_SET: ROCK CUT
 HX0708_STAMPING: V 247 1962
 HX0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0708+STABILITY: POSITION/ELEVATION WELL
 HX0708
 HX0708  HISTORY     - Date     Condition        Report By
 HX0708  HISTORY     - 1962     MONUMENTED       CGS
 HX0708
 HX0708                          STATION DESCRIPTION
 HX0708
 HX0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0708'11.5 MI SW FROM SLATY FORK.
 HX0708'4.6 MILES NORTHWEST ALONG ABANDONED RAILWAY BED (TRAIL) FROM
 HX0708'THE POST OFFICE AT SLATY FORK, THENCE ABOUT 2.7 MILES SOUTHWEST
 HX0708'ALONG U.S. FORESTRY ROAD 24, THENCE ABOUT 4.2 MILES SOUTHWEST
 HX0708'ALONG GRADED ROAD LEADING TO LARGE COAL MINE, ABOUT 0.2 MILES
 HX0708'NORTHEAST OF A LARGE ROUND CONCRETE BLOCK BUILDING APPROXIMATELY
 HX0708'50 FEET HIGH AT THE ENTRANCE OF TWO MINE TUNNELS, SET VERTICALLY
 HX0708'ON THE WEST FACE OF A HIGH ROCK CUT, MADE BY STRIP MINING,
 HX0708'EXTENDING SOUTH AND EAST ON THE INSIDE OF A LONG CURVE SOUTH
 HX0708'BY EAST, 138 FEET SOUTH OF THE CENTER LINE OF ROAD, 10 FEET
 HX0708'SOUTH OF THE NORTH FACE OF THE ROCK, ABOUT 0.25 MILE SOUTHWEST
 HX0708'OF THE JUNCTION OF A GRADED MINE ROAD LEADING SOUTH, ABOUT 1 1/2
 HX0708'FEET ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HX0708'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0844 ***********************************************************************
 HX0844  DESIGNATION -  V 248
 HX0844  PID         -  HX0844
 HX0844  STATE/COUNTY-  WV/POCAHONTAS
 HX0844  USGS QUAD   -  HILLSBORO (1995)
 HX0844
 HX0844                         *CURRENT SURVEY CONTROL
 HX0844  ___________________________________________________________________
 HX0844* NAD 83(1986)-  38 09 27.     (N)    080 10 53.     (W)     SCALED    
 HX0844* NAVD 88     -       665.515  (meters)    2183.44   (feet)  ADJUSTED  
 HX0844  ___________________________________________________________________
 HX0844  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX0844  DYNAMIC HT  -         664.977 (meters)    2181.68  (feet)  COMP
 HX0844  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 HX0844
 HX0844  VERT ORDER  -  FIRST     CLASS II
 HX0844
 HX0844.The horizontal coordinates were scaled from a topographic map and have
 HX0844.an estimated accuracy of +/- 6 seconds.
 HX0844
 HX0844.The orthometric height was determined by differential leveling
 HX0844.and adjusted by the National Geodetic Survey in June 1991..
 HX0844
 HX0844.The geoid height was determined by GEOID03.
 HX0844
 HX0844.The dynamic height is computed by dividing the NAVD 88
 HX0844.geopotential number by the normal gravity value computed on the
 HX0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0844.degrees latitude (g = 980.6199 gals.).
 HX0844
 HX0844.The modeled gravity was interpolated from observed gravity values.
 HX0844
 HX0844;                    North         East    Units  Estimated Accuracy
 HX0844;SPC WV S     -   128,790.      671,740.      MT  (+/- 180 meters Scaled)
 HX0844
 HX0844                          SUPERSEDED SURVEY CONTROL
 HX0844
 HX0844  NGVD 29 (??/??/92)  665.613  (m)         2183.77   (f) ADJ UNCH    1 2
 HX0844
 HX0844.Superseded values are not recommended for survey control.
 HX0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0844.See file dsdata.txt to determine how the superseded data were derived.
 HX0844
 HX0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC717236(NAD 83)
 HX0844_MARKER: DB = BENCH MARK DISK
 HX0844_SETTING: 66 = SET IN ROCK OUTCROP
 HX0844_SP_SET: ROCK CUT
 HX0844_STAMPING: V 248 1962
 HX0844_MARK LOGO: CGS   
 HX0844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0844+STABILITY: POSITION/ELEVATION WELL
 HX0844
 HX0844  HISTORY     - Date     Condition        Report By
 HX0844  HISTORY     - 1962     MONUMENTED       CGS
 HX0844  HISTORY     - 1983     GOOD             NGS
 HX0844
 HX0844                          STATION DESCRIPTION
 HX0844
 HX0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0844'AT MILL POINT.
 HX0844'AT MILL POINT, ABOUT 130 YARDS NORTH OF THE NORTH END OF THE
 HX0844'CONCRETE BRIDGE OVER STAMPING CREEK, SET VERTICALLY IN THE EAST
 HX0844'FACE OF A SMALL ROCK CUT THAT IS ABOUT 30 YARDS LONG, ON THE OUTSIDE
 HX0844'OF A LONG CURVE, AT THE JUNCTION OF STATE HIGHWAY 39 LEADING
 HX0844'NORTHWEST, 23 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 219,
 HX0844'127 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LEG OF
 HX0844'STATE HIGHWAY 39, 52 FEET SOUTHWEST OF THE JUNCTION OF A DIRT
 HX0844'DRIVE LEADING WEST TO A LARGE TWO STORY BRICK HOUSE, 21 FEET
 HX0844'SOUTH OF THE NORTH END OF THE CUT, ABOUT 1 1/2 FEET ABOVE THE
 HX0844'LEVEL OF THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HX0844'HIGHWAY.
 HX0844
 HX0844                          STATION RECOVERY (1983)
 HX0844
 HX0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0888 ***********************************************************************
 HX0888  DESIGNATION -  V 249
 HX0888  PID         -  HX0888
 HX0888  STATE/COUNTY-  WV/GREENBRIER
 HX0888  USGS QUAD   -  TROUT (1995)
 HX0888
 HX0888                         *CURRENT SURVEY CONTROL
 HX0888  ___________________________________________________________________
 HX0888* NAD 83(1986)-  38 04 20.     (N)    080 22 38.     (W)     SCALED    
 HX0888* NAVD 88     -       666.136  (meters)    2185.48   (feet)  ADJUSTED  
 HX0888  ___________________________________________________________________
 HX0888  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HX0888  DYNAMIC HT  -         665.594 (meters)    2183.70  (feet)  COMP
 HX0888  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 HX0888
 HX0888  VERT ORDER  -  SECOND    CLASS 0
 HX0888
 HX0888.The horizontal coordinates were scaled from a topographic map and have
 HX0888.an estimated accuracy of +/- 6 seconds.
 HX0888
 HX0888.The orthometric height was determined by differential leveling
 HX0888.and adjusted by the National Geodetic Survey in June 1991..
 HX0888
 HX0888.The geoid height was determined by GEOID03.
 HX0888
 HX0888.The dynamic height is computed by dividing the NAVD 88
 HX0888.geopotential number by the normal gravity value computed on the
 HX0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0888.degrees latitude (g = 980.6199 gals.).
 HX0888
 HX0888.The modeled gravity was interpolated from observed gravity values.
 HX0888
 HX0888;                    North         East    Units  Estimated Accuracy
 HX0888;SPC WV S     -   119,190.      654,640.      MT  (+/- 180 meters Scaled)
 HX0888
 HX0888                          SUPERSEDED SURVEY CONTROL
 HX0888
 HX0888  NGVD 29 (??/??/92)  666.259  (m)         2185.88   (f) ADJ UNCH    2 0
 HX0888
 HX0888.Superseded values are not recommended for survey control.
 HX0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0888.See file dsdata.txt to determine how the superseded data were derived.
 HX0888
 HX0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC546140(NAD 83)
 HX0888_MARKER: DB = BENCH MARK DISK
 HX0888_SETTING: 66 = SET IN ROCK OUTCROP
 HX0888_SP_SET: ROCK OUTCROP
 HX0888_STAMPING: V 249 1962
 HX0888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0888+STABILITY: POSITION/ELEVATION WELL
 HX0888
 HX0888  HISTORY     - Date     Condition        Report By
 HX0888  HISTORY     - 1962     MONUMENTED       CGS
 HX0888
 HX0888                          STATION DESCRIPTION
 HX0888
 HX0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0888'7.6 MI N FROM RENICK.
 HX0888'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE HIGH SCHOOL
 HX0888'AT RENICK, THENCE ABOUT 4.15 MILES NORTHWEST ALONG BLACK TOP
 HX0888'ROAD, SET ON TOP OF LARGE FLAT ROCK OUTCROP IN THE NORTH EDGE
 HX0888'OF ROCKCAMP RUN PROJECTING CLEAR ACROSS CREEK, AT THE JUNCTION
 HX0888'OF A GRADED ROAD LEADING NORTHWEST OF LEONARD ACROSS ROCKCAMP RUN
 HX0888'AT A POINT WHERE THE BLACK TOP ROAD ENDS, 92 FEET NORTH OF AND
 HX0888'ACROSS CREEK AND ROAD, TO LEONARD FROM THE CENTER LINE OF THE
 HX0888'GRADED ROAD, 216 FEET NORTHEAST OF THE CENTER LINE OF THE
 HX0888'JUNCTION, 14 1/2 FEET WEST OF THE WEST END OF THE NORTH CONCRETE
 HX0888'ABUTMENT OF THE WOODEN BRIDGE ACROSS ROCKCAMP RUN, 12 FEET NORTH
 HX0888'OF THE APPROXIMATE CENTER LINE OF ROCKCAMP RUN, ABOUT 2 FEET
 HX0888'ABOVE THE LEVEL OF THE CREEK BED, AND ABOUT 5 FEET BELOW THE
 HX0888'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1002 ***********************************************************************
 JX1002  DESIGNATION -  V 25
 JX1002  PID         -  JX1002
 JX1002  STATE/COUNTY-  WV/CALHOUN
 JX1002  USGS QUAD   -  SMITHVILLE (1964)
 JX1002
 JX1002                         *CURRENT SURVEY CONTROL
 JX1002  ___________________________________________________________________
 JX1002* NAD 83(1986)-  39 00 33.     (N)    081 04 55.     (W)     SCALED    
 JX1002* NAVD 88     -       288.676  (meters)     947.10   (feet)  ADJUSTED  
 JX1002  ___________________________________________________________________
 JX1002  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JX1002  DYNAMIC HT  -         288.489 (meters)     946.48  (feet)  COMP
 JX1002  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 JX1002
 JX1002  VERT ORDER  -  SECOND    CLASS 0
 JX1002
 JX1002.The horizontal coordinates were scaled from a topographic map and have
 JX1002.an estimated accuracy of +/- 6 seconds.
 JX1002
 JX1002.The orthometric height was determined by differential leveling
 JX1002.and adjusted by the National Geodetic Survey in June 1991..
 JX1002
 JX1002.The geoid height was determined by GEOID03.
 JX1002
 JX1002.The dynamic height is computed by dividing the NAVD 88
 JX1002.geopotential number by the normal gravity value computed on the
 JX1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1002.degrees latitude (g = 980.6199 gals.).
 JX1002
 JX1002.The modeled gravity was interpolated from observed gravity values.
 JX1002
 JX1002;                    North         East    Units  Estimated Accuracy
 JX1002;SPC WV S     -   223,010.      592,900.      MT  (+/- 180 meters Scaled)
 JX1002
 JX1002                          SUPERSEDED SURVEY CONTROL
 JX1002
 JX1002  NGVD 29 (??/??/92)  288.846  (m)          947.66   (f) ADJ UNCH    2 0
 JX1002
 JX1002.Superseded values are not recommended for survey control.
 JX1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1002.See file dsdata.txt to determine how the superseded data were derived.
 JX1002
 JX1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD929177(NAD 83)
 JX1002_MARKER: DB = BENCH MARK DISK
 JX1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1002_STAMPING: V 25 1935
 JX1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1002+STABILITY: SURFACE MOTION
 JX1002
 JX1002  HISTORY     - Date     Condition        Report By
 JX1002  HISTORY     - 1935     MONUMENTED       CGS
 JX1002
 JX1002                          STATION DESCRIPTION
 JX1002
 JX1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX1002'5.7 MI S FROM SMITHVILLE.
 JX1002'IN CALHOUN COUNTY, 5.7 MILES SOUTH ALONG STATE HIGHWAY 16 FROM
 JX1002'THE HUGHES RIVER BRIDGE AT SMITHVILLE, RITCHIE COUNTY, 51
 JX1002'FEET NORTHEAST OF THE NORTHEAST CORNER OF A SONE HEADWALL
 JX1002'OF A CULVERT, 45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 JX1002'16 FEET SOUTHEAST OF A 2-FOOT TREE, AND AT THE FOOT OF THE WEST
 JX1002'END OF A LONG CUT.  A STANDARD DISK, STAMPED V 25 1935 AND SET IN
 JX1002'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0801 ***********************************************************************
 HX0801  DESIGNATION -  V 250
 HX0801  PID         -  HX0801
 HX0801  STATE/COUNTY-  WV/POCAHONTAS
 HX0801  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0801
 HX0801                         *CURRENT SURVEY CONTROL
 HX0801  ___________________________________________________________________
 HX0801* NAD 83(1986)-  38 15 52.     (N)    080 18 58.     (W)     SCALED    
 HX0801* NAVD 88     -       993.824  (meters)    3260.57   (feet)  ADJUSTED  
 HX0801  ___________________________________________________________________
 HX0801  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HX0801  DYNAMIC HT  -         992.984 (meters)    3257.82  (feet)  COMP
 HX0801  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 HX0801
 HX0801  VERT ORDER  -  SECOND    CLASS 0
 HX0801
 HX0801.The horizontal coordinates were scaled from a topographic map and have
 HX0801.an estimated accuracy of +/- 6 seconds.
 HX0801
 HX0801.The orthometric height was determined by differential leveling
 HX0801.and adjusted by the National Geodetic Survey in June 1991..
 HX0801
 HX0801.The geoid height was determined by GEOID03.
 HX0801
 HX0801.The dynamic height is computed by dividing the NAVD 88
 HX0801.geopotential number by the normal gravity value computed on the
 HX0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0801.degrees latitude (g = 980.6199 gals.).
 HX0801
 HX0801.The modeled gravity was interpolated from observed gravity values.
 HX0801
 HX0801;                    North         East    Units  Estimated Accuracy
 HX0801;SPC WV S     -   140,560.      659,850.      MT  (+/- 180 meters Scaled)
 HX0801
 HX0801                          SUPERSEDED SURVEY CONTROL
 HX0801
 HX0801  NGVD 29 (??/??/92)  993.899  (m)         3260.82   (f) ADJ UNCH    2 0
 HX0801
 HX0801.Superseded values are not recommended for survey control.
 HX0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0801.See file dsdata.txt to determine how the superseded data were derived.
 HX0801
 HX0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC598353(NAD 83)
 HX0801_MARKER: DB = BENCH MARK DISK
 HX0801_SETTING: 66 = SET IN ROCK OUTCROP
 HX0801_SP_SET: ROCK LEDGE
 HX0801_STAMPING: V 250 1962
 HX0801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0801+STABILITY: POSITION/ELEVATION WELL
 HX0801
 HX0801  HISTORY     - Date     Condition        Report By
 HX0801  HISTORY     - 1962     MONUMENTED       CGS
 HX0801
 HX0801                          STATION DESCRIPTION
 HX0801
 HX0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0801'13.8 MI NW FROM MILL POINT.
 HX0801'6.1 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX0801'OF U.S. HIGHWAY 219, THENCE 7.1 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0801'ROAD 102, THENCE 0.65 MILE NORTHEAST ALONG U.S. FORESTRY 76,
 HX0801'ABOUT 1.5 MILES WEST OF THE WEST END OF THE 60-FOOT BRIDGE
 HX0801'OVER THE NORTH FORK OF THE CRANBERRY RIVER, SET VERTICALLY IN THE
 HX0801'NORTHEAST FACE OF A ROCK LEDGE ABOUT 8-FOOT LONG AND 3-FOOT
 HX0801'HIGH OVER LOOKING THE NORTH FORK OF THE CRANBERRY RIVER, 14 FEET
 HX0801'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 26 FEET SOUTHWEST
 HX0801'OF AND ACROSS THE ROAD FROM THE SOUTHWEST BANK OF THE RIVER,
 HX0801'1 1/2 FEET SOUTHEAST OF THE NORTHWEST END OF THE ROCK, ABOUT
 HX0801'1 FOOT ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 HX0801'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0920 ***********************************************************************
 HX0920  DESIGNATION -  V 251
 HX0920  PID         -  HX0920
 HX0920  STATE/COUNTY-  WV/POCAHONTAS
 HX0920  USGS QUAD   -  DENMAR (1995)
 HX0920
 HX0920                         *CURRENT SURVEY CONTROL
 HX0920  ___________________________________________________________________
 HX0920* NAD 83(1986)-  38 04 43.     (N)    080 14 48.     (W)     SCALED    
 HX0920* NAVD 88     -       642.481  (meters)    2107.87   (feet)  ADJUSTED  
 HX0920  ___________________________________________________________________
 HX0920  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HX0920  DYNAMIC HT  -         641.931 (meters)    2106.07  (feet)  COMP
 HX0920  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 HX0920
 HX0920  VERT ORDER  -  SECOND    CLASS 0
 HX0920
 HX0920.The horizontal coordinates were scaled from a topographic map and have
 HX0920.an estimated accuracy of +/- 6 seconds.
 HX0920
 HX0920.The orthometric height was determined by differential leveling
 HX0920.and adjusted by the National Geodetic Survey in June 1991..
 HX0920
 HX0920.The geoid height was determined by GEOID03.
 HX0920
 HX0920.The dynamic height is computed by dividing the NAVD 88
 HX0920.geopotential number by the normal gravity value computed on the
 HX0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0920.degrees latitude (g = 980.6199 gals.).
 HX0920
 HX0920.The modeled gravity was interpolated from observed gravity values.
 HX0920
 HX0920;                    North         East    Units  Estimated Accuracy
 HX0920;SPC WV S     -   119,980.      666,090.      MT  (+/- 180 meters Scaled)
 HX0920
 HX0920                          SUPERSEDED SURVEY CONTROL
 HX0920
 HX0920  NGVD 29 (??/??/92)  642.561  (m)         2108.14   (f) ADJ UNCH    2 0
 HX0920
 HX0920.Superseded values are not recommended for survey control.
 HX0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0920.See file dsdata.txt to determine how the superseded data were derived.
 HX0920
 HX0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC660148(NAD 83)
 HX0920_MARKER: DB = BENCH MARK DISK
 HX0920_SETTING: 66 = SET IN ROCK OUTCROP
 HX0920_SP_SET: ROCK LEDGE
 HX0920_STAMPING: V 251 1962
 HX0920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0920+STABILITY: POSITION/ELEVATION WELL
 HX0920
 HX0920  HISTORY     - Date     Condition        Report By
 HX0920  HISTORY     - 1962     MONUMENTED       CGS
 HX0920
 HX0920                          STATION DESCRIPTION
 HX0920
 HX0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0920'1 MI NW FROM BEARD.
 HX0920'1.5 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX0920'AT BEARD, ABOUT 0.2 MILE SOUTHEAST OF A COVERED BRIDGE OVER
 HX0920'LOCUST CREEK, SET IN THE SOUTHWEST FACE OF A ROCK LEDGE THAT IS
 HX0920'ABOUT 87-FOOT LONG, 12 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 HX0920'THE ROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 HX0920'NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING ABOUT 0.2
 HX0920'MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT DROOP,
 HX0920'THENCE ABOUT 2.9 MILES NORTHEAST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0638 ***********************************************************************
 HX0638  DESIGNATION -  V 252 RESET 1971
 HX0638  PID         -  HX0638
 HX0638  STATE/COUNTY-  WV/POCAHONTAS
 HX0638  USGS QUAD   -  MINGO (1995)
 HX0638
 HX0638                         *CURRENT SURVEY CONTROL
 HX0638  ___________________________________________________________________
 HX0638* NAD 83(1986)-  38 25 15.     (N)    080 02 39.     (W)     SCALED    
 HX0638* NAVD 88     -       900.085  (meters)    2953.03   (feet)  ADJUSTED  
 HX0638  ___________________________________________________________________
 HX0638  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0638  DYNAMIC HT  -         899.350 (meters)    2950.62  (feet)  COMP
 HX0638  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 HX0638
 HX0638  VERT ORDER  -  FIRST     CLASS II
 HX0638
 HX0638.The horizontal coordinates were scaled from a topographic map and have
 HX0638.an estimated accuracy of +/- 6 seconds.
 HX0638
 HX0638.The orthometric height was determined by differential leveling
 HX0638.and adjusted by the National Geodetic Survey in June 1991..
 HX0638
 HX0638.The geoid height was determined by GEOID03.
 HX0638
 HX0638.The dynamic height is computed by dividing the NAVD 88
 HX0638.geopotential number by the normal gravity value computed on the
 HX0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0638.degrees latitude (g = 980.6199 gals.).
 HX0638
 HX0638.The modeled gravity was interpolated from observed gravity values.
 HX0638
 HX0638;                    North         East    Units  Estimated Accuracy
 HX0638;SPC WV S     -   158,130.      683,460.      MT  (+/- 180 meters Scaled)
 HX0638
 HX0638                          SUPERSEDED SURVEY CONTROL
 HX0638
 HX0638.No superseded survey control is available for this station.
 HX0638
 HX0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC834529(NAD 83)
 HX0638_MARKER: DB = BENCH MARK DISK
 HX0638_SETTING: 80 = SET IN A BOULDER
 HX0638_SP_SET: BOULDER
 HX0638_STAMPING: V 252 RESET 1971
 HX0638_MARK LOGO: CGS   
 HX0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0638+STABILITY: SURFACE MOTION
 HX0638
 HX0638  HISTORY     - Date     Condition        Report By
 HX0638  HISTORY     - 1971     MONUMENTED       NGS
 HX0638  HISTORY     - 1983     GOOD             NGS
 HX0638
 HX0638                          STATION DESCRIPTION
 HX0638
 HX0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HX0638'4.3 MI E FROM SLATY FORK.
 HX0638'4.3 MILES EAST ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL
 HX0638'AT SLATY FORK, ON THE INSIDE OF A CURVE AND WHERE A BLACK
 HX0638'TOP ROAD GOES SOUTH TO CLOVER LICK.  IT IS ON THE PROPERTY OF
 HX0638'MR. WALLACE GALFORD WHO LIVES JUST EAST OF MARKER.  THE MARK IS
 HX0638'SET IN A DRILL HOLE ON THE TOP OF A LARGE BOULDER 5 FEET HIGH,
 HX0638'5 FEET WIDE AND 7 FEET LONG, 102 FEET WEST-NORTHWEST OF CENTER
 HX0638'OF INTERSECTION OF U.S. HIGHWAY 219 AND ROAD SOUTH TO CLOVER
 HX0638'LICK, 38 FEET WEST OF POWERLINE POLE 1A3-101, 50 FEET SOUTHEAST
 HX0638'OF WHERE LARGE SPRING COMES OUT OF HILL, ON THE EAST SIDE OF
 HX0638'STREAM AND 17.5 FEET SOUTH OF THE SOUTHEAST END OF AN OLD
 HX0638'SPRING HOUSE.
 HX0638
 HX0638                          STATION RECOVERY (1983)
 HX0638
 HX0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0638'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  7.0 KM
 HX0638'(4.35 MI) EAST ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL IN SLATY
 HX0638'FORK TO A PAVED ROAD LEADING SOUTH TO THE SNOWSHOE SKI RESORT AND THE
 HX0638'MARK ON THE LEFT, SET IN THE TOP OF A 1.8 METER (6 FT) HIGH ROCK
 HX0638'OUTCROP, NEAR THE MOUTH OF A SPRING, 26.21 METERS (86.0 FT) NORTHWEST
 HX0638'OF THE CENTERLINE OF THE HIGHWAY, 11.73 METERS (38.5 FT) NORTHWEST OF
 HX0638'A UTILITY POLE.
 HX0638'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0495 ***********************************************************************
 HX0495  DESIGNATION -  V 253
 HX0495  PID         -  HX0495
 HX0495  STATE/COUNTY-  WV/RANDOLPH
 HX0495  USGS QUAD   -  VALLEY HEAD (1995)
 HX0495
 HX0495                         *CURRENT SURVEY CONTROL
 HX0495  ___________________________________________________________________
 HX0495* NAD 83(1986)-  38 32 35.     (N)    080 02 07.     (W)     SCALED    
 HX0495* NAVD 88     -       727.476  (meters)    2386.73   (feet)  ADJUSTED  
 HX0495  ___________________________________________________________________
 HX0495  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HX0495  DYNAMIC HT  -         726.910 (meters)    2384.87  (feet)  COMP
 HX0495  MODELED GRAV-     979,826.2   (mgal)                       NAVD 88
 HX0495
 HX0495  VERT ORDER  -  FIRST     CLASS II
 HX0495
 HX0495.The horizontal coordinates were scaled from a topographic map and have
 HX0495.an estimated accuracy of +/- 6 seconds.
 HX0495
 HX0495.The orthometric height was determined by differential leveling
 HX0495.and adjusted by the National Geodetic Survey in June 1991..
 HX0495
 HX0495.The geoid height was determined by GEOID03.
 HX0495
 HX0495.The dynamic height is computed by dividing the NAVD 88
 HX0495.geopotential number by the normal gravity value computed on the
 HX0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0495.degrees latitude (g = 980.6199 gals.).
 HX0495
 HX0495.The modeled gravity was interpolated from observed gravity values.
 HX0495
 HX0495;                    North         East    Units  Estimated Accuracy
 HX0495;SPC WV S     -   171,700.      684,100.      MT  (+/- 180 meters Scaled)
 HX0495
 HX0495                          SUPERSEDED SURVEY CONTROL
 HX0495
 HX0495  NGVD 29 (??/??/92)  727.595  (m)         2387.12   (f) ADJ UNCH    1 2
 HX0495
 HX0495.Superseded values are not recommended for survey control.
 HX0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0495.See file dsdata.txt to determine how the superseded data were derived.
 HX0495
 HX0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC840665(NAD 83)
 HX0495_MARKER: DB = BENCH MARK DISK
 HX0495_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HX0495_STAMPING: V 253 1962
 HX0495_MARK LOGO: CGS   
 HX0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0495+STABILITY: SURFACE MOTION
 HX0495
 HX0495  HISTORY     - Date     Condition        Report By
 HX0495  HISTORY     - 1962     MONUMENTED       CGS
 HX0495  HISTORY     - 1983     GOOD             NGS
 HX0495
 HX0495                          STATION DESCRIPTION
 HX0495
 HX0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0495'AT VALLEY HEAD.
 HX0495'AT VALLEY HEAD, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 HX0495'CONCRETE FOUNDATION OF THE BRICK GRADE SCHOOL BUILDING, 1 FOOT
 HX0495'SOUTHWEST OF THE NORTH CORNER OF THE BUILDING, 50 FEET NORTHEAST
 HX0495'OF THE MAIN ENTRANCE TO THE BUILDING, 160 FEET SOUTHEAST OF THE
 HX0495'CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HX0495'GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX0495'NOTE-- THIS BENCH MARK IS ABOUT 0.1 MILE SOUTHWEST OF THE POST
 HX0495'OFFICE AT VALLEY HEAD.
 HX0495
 HX0495                          STATION RECOVERY (1983)
 HX0495
 HX0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1988 ***********************************************************************
 HW1988  DESIGNATION -  V 254
 HW1988  PID         -  HW1988
 HW1988  STATE/COUNTY-  WV/RANDOLPH
 HW1988  USGS QUAD   -  DURBIN (1995)
 HW1988
 HW1988                         *CURRENT SURVEY CONTROL
 HW1988  ___________________________________________________________________
 HW1988* NAD 83(1986)-  38 36 44.     (N)    079 52 02.     (W)     SCALED    
 HW1988* NAVD 88     -      1101.390  (meters)    3613.48   (feet)  ADJUSTED  
 HW1988  ___________________________________________________________________
 HW1988  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HW1988  DYNAMIC HT  -        1100.480 (meters)    3610.49  (feet)  COMP
 HW1988  MODELED GRAV-     979,762.8   (mgal)                       NAVD 88
 HW1988
 HW1988  VERT ORDER  -  SECOND    CLASS 0
 HW1988
 HW1988.The horizontal coordinates were scaled from a topographic map and have
 HW1988.an estimated accuracy of +/- 6 seconds.
 HW1988
 HW1988.The orthometric height was determined by differential leveling
 HW1988.and adjusted by the National Geodetic Survey in June 1991..
 HW1988
 HW1988.The geoid height was determined by GEOID03.
 HW1988
 HW1988.The dynamic height is computed by dividing the NAVD 88
 HW1988.geopotential number by the normal gravity value computed on the
 HW1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1988.degrees latitude (g = 980.6199 gals.).
 HW1988
 HW1988.The modeled gravity was interpolated from observed gravity values.
 HW1988
 HW1988;                    North         East    Units  Estimated Accuracy
 HW1988;SPC WV S     -   179,540.      698,660.      MT  (+/- 180 meters Scaled)
 HW1988
 HW1988                          SUPERSEDED SURVEY CONTROL
 HW1988
 HW1988  NGVD 29 (??/??/92) 1101.451  (m)         3613.68   (f) ADJ UNCH    2 0
 HW1988
 HW1988.Superseded values are not recommended for survey control.
 HW1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1988.See file dsdata.txt to determine how the superseded data were derived.
 HW1988
 HW1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC986743(NAD 83)
 HW1988_MARKER: DB = BENCH MARK DISK
 HW1988_SETTING: 80 = SET IN A BOULDER
 HW1988_STAMPING: V 254 1962
 HW1988_MARK LOGO: CGS   
 HW1988_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1988+STABILITY: SURFACE MOTION
 HW1988
 HW1988  HISTORY     - Date     Condition        Report By
 HW1988  HISTORY     - 1962     MONUMENTED       CGS
 HW1988  HISTORY     - 19971020 POOR             USE
 HW1988
 HW1988                          STATION DESCRIPTION
 HW1988
 HW1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1988'6.6 MI NW FROM DURBIN.
 HW1988'ABOUT 6.55 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 HW1988'OFFICE AT DURBIN, ABOUT 0.35 MILE SOUTHEAST OF THE HIGHWAY
 HW1988'BRIDGE OVER SHAVERS FORK AT CHEAT BRIDGE, AT A ROADSIDE PARK,
 HW1988'96 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, ABOUT LEVEL WITH
 HW1988'HIGHWAY, 6 FEET WEST OF EAST END OF BOULDER, AND SET ON TOP OF
 HW1988'A 8 FOOT LONG-BY-5 FOOT WIDE-BY-5 FOOT HIGH EMBEDDED BOULDER.
 HW1988
 HW1988                          STATION RECOVERY (1997)
 HW1988
 HW1988'RECOVERY NOTE BY US ENGINEERS 1997
 HW1988'RECOVERED IN POOR CONDITION.  A CHISELED RECESS AND THE SHANK OF THE
 HW1988'DISC WAS FOUND.  THE DISC HAS BEEN REMOVED BY VANDALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0735 ***********************************************************************
 HX0735  DESIGNATION -  V 255
 HX0735  PID         -  HX0735
 HX0735  STATE/COUNTY-  WV/WEBSTER
 HX0735  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0735
 HX0735                         *CURRENT SURVEY CONTROL
 HX0735  ___________________________________________________________________
 HX0735* NAD 83(1986)-  38 21 39.     (N)    080 18 28.     (W)     SCALED    
 HX0735* NAVD 88     -       787.250  (meters)    2582.84   (feet)  ADJUSTED  
 HX0735  ___________________________________________________________________
 HX0735  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HX0735  DYNAMIC HT  -         786.618 (meters)    2580.76  (feet)  COMP
 HX0735  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 HX0735
 HX0735  VERT ORDER  -  SECOND    CLASS 0
 HX0735
 HX0735.The horizontal coordinates were scaled from a topographic map and have
 HX0735.an estimated accuracy of +/- 6 seconds.
 HX0735
 HX0735.The orthometric height was determined by differential leveling
 HX0735.and adjusted by the National Geodetic Survey in June 1991..
 HX0735
 HX0735.The geoid height was determined by GEOID03.
 HX0735
 HX0735.The dynamic height is computed by dividing the NAVD 88
 HX0735.geopotential number by the normal gravity value computed on the
 HX0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0735.degrees latitude (g = 980.6199 gals.).
 HX0735
 HX0735.The modeled gravity was interpolated from observed gravity values.
 HX0735
 HX0735;                    North         East    Units  Estimated Accuracy
 HX0735;SPC WV S     -   151,260.      660,500.      MT  (+/- 180 meters Scaled)
 HX0735
 HX0735                          SUPERSEDED SURVEY CONTROL
 HX0735
 HX0735  NGVD 29 (??/??/92)  787.356  (m)         2583.18   (f) ADJ UNCH    2 0
 HX0735
 HX0735.Superseded values are not recommended for survey control.
 HX0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0735.See file dsdata.txt to determine how the superseded data were derived.
 HX0735
 HX0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC604460(NAD 83)
 HX0735_MARKER: DB = BENCH MARK DISK
 HX0735_SETTING: 66 = SET IN ROCK OUTCROP
 HX0735_SP_SET: ROCK OUTCROP
 HX0735_STAMPING: V 255 1962
 HX0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0735+STABILITY: POSITION/ELEVATION WELL
 HX0735
 HX0735  HISTORY     - Date     Condition        Report By
 HX0735  HISTORY     - 1962     MONUMENTED       CGS
 HX0735
 HX0735                          STATION DESCRIPTION
 HX0735
 HX0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0735'12.6 MI SE FROM DYER.
 HX0735'12.6 MILES SOUTHEAST ALONG THE WILLIAMS RIVER ROAD AND U.S.
 HX0735'FORESTRY ROAD 86 FROM THE DYER METHODIST CHURCH AT DYER, ABOUT
 HX0735'0.65 MILE EAST OF A 20-FOOT WOODEN BRIDGE OVER ELBOW BRANCH, SET
 HX0735'BETWEEN THE ROAD AND THE WILLIAMS RIVER, SET ON TOP OF THE
 HX0735'SOUTHWEST CORNER OF A FLAT OUTCROP ROCK THAT IS ABOUT MIDDLE
 HX0735'WAYS BETWEEN TWO LARGE BOULDERS, 44 FEET NORTH OF THE CENTER
 HX0735'LINE OF THE ROAD, ABOUT 27 FEET SOUTH OF THE SOUTH SHORE OF THE
 HX0735'WILLIAMS RIVER, 1.2 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 HX0735'THE ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0735'NOTE-- THIS BENCH MARK IS ABOUT 0.6 MILE SOUTHWEST OF LICK BRANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0007 ***********************************************************************
 HX0007  DESIGNATION -  V 256
 HX0007  PID         -  HX0007
 HX0007  STATE/COUNTY-  WV/WEBSTER
 HX0007  USGS QUAD   -  SKELT (1982)
 HX0007
 HX0007                         *CURRENT SURVEY CONTROL
 HX0007  ___________________________________________________________________
 HX0007* NAD 83(1986)-  38 31 14.     (N)    080 18 59.     (W)     SCALED    
 HX0007* NAVD 88     -       953.850  (meters)    3129.42   (feet)  ADJUSTED  
 HX0007  ___________________________________________________________________
 HX0007  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HX0007  DYNAMIC HT  -         953.086 (meters)    3126.92  (feet)  COMP
 HX0007  MODELED GRAV-     979,793.8   (mgal)                       NAVD 88
 HX0007
 HX0007  VERT ORDER  -  SECOND    CLASS 0
 HX0007
 HX0007.The horizontal coordinates were scaled from a topographic map and have
 HX0007.an estimated accuracy of +/- 6 seconds.
 HX0007
 HX0007.The orthometric height was determined by differential leveling
 HX0007.and adjusted by the National Geodetic Survey in June 1991..
 HX0007
 HX0007.The geoid height was determined by GEOID03.
 HX0007
 HX0007.The dynamic height is computed by dividing the NAVD 88
 HX0007.geopotential number by the normal gravity value computed on the
 HX0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0007.degrees latitude (g = 980.6199 gals.).
 HX0007
 HX0007.The modeled gravity was interpolated from observed gravity values.
 HX0007
 HX0007;                    North         East    Units  Estimated Accuracy
 HX0007;SPC WV S     -   168,990.      659,610.      MT  (+/- 180 meters Scaled)
 HX0007
 HX0007                          SUPERSEDED SURVEY CONTROL
 HX0007
 HX0007  NGVD 29 (??/??/92)  953.974  (m)         3129.83   (f) ADJ UNCH    2 0
 HX0007
 HX0007.Superseded values are not recommended for survey control.
 HX0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0007.See file dsdata.txt to determine how the superseded data were derived.
 HX0007
 HX0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC595637(NAD 83)
 HX0007_MARKER: DB = BENCH MARK DISK
 HX0007_SETTING: 80 = SET IN A BOULDER
 HX0007_SP_SET: BOULDER
 HX0007_STAMPING: V 256 1962
 HX0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0007+STABILITY: SURFACE MOTION
 HX0007
 HX0007  HISTORY     - Date     Condition        Report By
 HX0007  HISTORY     - 1962     MONUMENTED       CGS
 HX0007
 HX0007                          STATION DESCRIPTION
 HX0007
 HX0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0007'6 MI W FROM WANETA.
 HX0007'ABOUT 6.0 MILES WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0007'AT WANETA, ABOUT 0.5 MILE WEST OF POINT MOUNTAIN METHODIST
 HX0007'CHURCH, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING WEST
 HX0007'AND NORTH, 63.5 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 25 FEET
 HX0007'ABOVE LEVEL OF HIGHWAY, 2.6 FEET SOUTHEAST OF WEST CORNER OF
 HX0007'BOULDER, AND SET ON TOP OF A 12 FOOT LONG-BY-7 FOOT WIDE-BY-4
 HX0007'FOOT HIGH BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0047 ***********************************************************************
 HX0047  DESIGNATION -  V 257
 HX0047  PID         -  HX0047
 HX0047  STATE/COUNTY-  WV/RANDOLPH
 HX0047  USGS QUAD   -  VALLEY HEAD (1995)
 HX0047
 HX0047                         *CURRENT SURVEY CONTROL
 HX0047  ___________________________________________________________________
 HX0047* NAD 83(1986)-  38 32 29.     (N)    080 03 47.     (W)     SCALED    
 HX0047* NAVD 88     -       809.728  (meters)    2656.58   (feet)  ADJUSTED  
 HX0047  ___________________________________________________________________
 HX0047  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HX0047  DYNAMIC HT  -         809.086 (meters)    2654.48  (feet)  COMP
 HX0047  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 HX0047
 HX0047  VERT ORDER  -  SECOND    CLASS 0
 HX0047
 HX0047.The horizontal coordinates were scaled from a topographic map and have
 HX0047.an estimated accuracy of +/- 6 seconds.
 HX0047
 HX0047.The orthometric height was determined by differential leveling
 HX0047.and adjusted by the National Geodetic Survey in June 1991..
 HX0047
 HX0047.The geoid height was determined by GEOID03.
 HX0047
 HX0047.The dynamic height is computed by dividing the NAVD 88
 HX0047.geopotential number by the normal gravity value computed on the
 HX0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0047.degrees latitude (g = 980.6199 gals.).
 HX0047
 HX0047.The modeled gravity was interpolated from observed gravity values.
 HX0047
 HX0047;                    North         East    Units  Estimated Accuracy
 HX0047;SPC WV S     -   171,490.      681,680.      MT  (+/- 180 meters Scaled)
 HX0047
 HX0047                          SUPERSEDED SURVEY CONTROL
 HX0047
 HX0047  NGVD 29 (??/??/92)  809.834  (m)         2656.93   (f) ADJ UNCH    2 0
 HX0047
 HX0047.Superseded values are not recommended for survey control.
 HX0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0047.See file dsdata.txt to determine how the superseded data were derived.
 HX0047
 HX0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC816663(NAD 83)
 HX0047_MARKER: DB = BENCH MARK DISK
 HX0047_SETTING: 66 = SET IN ROCK OUTCROP
 HX0047_SP_SET: ROCK CUT
 HX0047_STAMPING: V 257 1962
 HX0047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0047+STABILITY: POSITION/ELEVATION WELL
 HX0047
 HX0047  HISTORY     - Date     Condition        Report By
 HX0047  HISTORY     - 1962     MONUMENTED       CGS
 HX0047
 HX0047                          STATION DESCRIPTION
 HX0047
 HX0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0047'1.9 MI W FROM VALLEY HEAD.
 HX0047'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 HX0047'OF U.S. HIGHWAY 219 AT VALLEY HEAD, ON THE OUTSIDE OF A CURVE
 HX0047'WITH TANGENTS EXTENDING WEST AND SOUTHEAST, 22.5 FEET NORTH OF
 HX0047'CENTER LINE OF HIGHWAY, 4.3 FEET NORTH OF NORTH END OF A ANGLED
 HX0047'CONCRETE HEAD WALL, ABOUT 2 1/2 FEET ABOVE LEVEL OF HIGHWAY,
 HX0047'AND SET VERTICALLY IN THE SOUTH FACE OF A LARGE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0174 ***********************************************************************
 HX0174  DESIGNATION -  V 258
 HX0174  PID         -  HX0174
 HX0174  STATE/COUNTY-  WV/WEBSTER
 HX0174  USGS QUAD   -  DIANA (1982)
 HX0174
 HX0174                         *CURRENT SURVEY CONTROL
 HX0174  ___________________________________________________________________
 HX0174* NAD 83(1986)-  38 32 56.     (N)    080 27 33.     (W)     SCALED    
 HX0174* NAVD 88     -       432.633  (meters)    1419.40   (feet)  ADJUSTED  
 HX0174  ___________________________________________________________________
 HX0174  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX0174  DYNAMIC HT  -         432.316 (meters)    1418.36  (feet)  COMP
 HX0174  MODELED GRAV-     979,883.3   (mgal)                       NAVD 88
 HX0174
 HX0174  VERT ORDER  -  SECOND    CLASS 0
 HX0174
 HX0174.The horizontal coordinates were scaled from a topographic map and have
 HX0174.an estimated accuracy of +/- 6 seconds.
 HX0174
 HX0174.The orthometric height was determined by differential leveling
 HX0174.and adjusted by the National Geodetic Survey in June 1991..
 HX0174
 HX0174.The geoid height was determined by GEOID03.
 HX0174
 HX0174.The dynamic height is computed by dividing the NAVD 88
 HX0174.geopotential number by the normal gravity value computed on the
 HX0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0174.degrees latitude (g = 980.6199 gals.).
 HX0174
 HX0174.The modeled gravity was interpolated from observed gravity values.
 HX0174
 HX0174;                    North         East    Units  Estimated Accuracy
 HX0174;SPC WV S     -   172,050.      647,140.      MT  (+/- 180 meters Scaled)
 HX0174
 HX0174                          SUPERSEDED SURVEY CONTROL
 HX0174
 HX0174  NGVD 29 (??/??/92)  432.793  (m)         1419.92   (f) ADJ UNCH    2 0
 HX0174
 HX0174.Superseded values are not recommended for survey control.
 HX0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0174.See file dsdata.txt to determine how the superseded data were derived.
 HX0174
 HX0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC471668(NAD 83)
 HX0174_MARKER: DB = BENCH MARK DISK
 HX0174_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0174_SP_SET: UNSPECIFIED ROCK
 HX0174_STAMPING: V 258 1962
 HX0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0174
 HX0174  HISTORY     - Date     Condition        Report By
 HX0174  HISTORY     - 1962     MONUMENTED       CGS
 HX0174
 HX0174                          STATION DESCRIPTION
 HX0174
 HX0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0174'1.3 MI S FROM DIANA.
 HX0174'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX0174'OFFICE AT DIANA, AT THE NORTHEAST CORNER OF A SMALL ROADSIDE
 HX0174'PARK, SET ON TOP OF A ROCK THAT IS 18-BY 24-FOOT LONG THAT FORMS
 HX0174'THE NORTHWEST BANK OF GRASSY CREEK, 75 FEET SOUTHEAST OF THE
 HX0174'CENTER LINE OF THE HIGHWAY, 10.8 FEET NORTH OF THE SOUTH CORNER
 HX0174'OF THE ROCK, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0254 ***********************************************************************
 HX0254  DESIGNATION -  V 259
 HX0254  PID         -  HX0254
 HX0254  STATE/COUNTY-  WV/WEBSTER
 HX0254  USGS QUAD   -  DIANA (1982)
 HX0254
 HX0254                         *CURRENT SURVEY CONTROL
 HX0254  ___________________________________________________________________
 HX0254* NAD 83(1986)-  38 36 37.     (N)    080 28 13.     (W)     SCALED    
 HX0254* NAVD 88     -       348.622  (meters)    1143.77   (feet)  ADJUSTED  
 HX0254  ___________________________________________________________________
 HX0254  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HX0254  DYNAMIC HT  -         348.379 (meters)    1142.97  (feet)  COMP
 HX0254  MODELED GRAV-     979,921.6   (mgal)                       NAVD 88
 HX0254
 HX0254  VERT ORDER  -  SECOND    CLASS 0
 HX0254
 HX0254.The horizontal coordinates were scaled from a topographic map and have
 HX0254.an estimated accuracy of +/- 6 seconds.
 HX0254
 HX0254.The orthometric height was determined by differential leveling
 HX0254.and adjusted by the National Geodetic Survey in June 1991..
 HX0254
 HX0254.The geoid height was determined by GEOID03.
 HX0254
 HX0254.The dynamic height is computed by dividing the NAVD 88
 HX0254.geopotential number by the normal gravity value computed on the
 HX0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0254.degrees latitude (g = 980.6199 gals.).
 HX0254
 HX0254.The modeled gravity was interpolated from observed gravity values.
 HX0254
 HX0254;                    North         East    Units  Estimated Accuracy
 HX0254;SPC WV S     -   178,860.      646,140.      MT  (+/- 180 meters Scaled)
 HX0254
 HX0254                          SUPERSEDED SURVEY CONTROL
 HX0254
 HX0254  NGVD 29 (??/??/92)  348.795  (m)         1144.34   (f) ADJ UNCH    2 0
 HX0254
 HX0254.Superseded values are not recommended for survey control.
 HX0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0254.See file dsdata.txt to determine how the superseded data were derived.
 HX0254
 HX0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC461736(NAD 83)
 HX0254_MARKER: DB = BENCH MARK DISK
 HX0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0254_STAMPING: V 259 1962
 HX0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0254+STABILITY: SURFACE MOTION
 HX0254
 HX0254  HISTORY     - Date     Condition        Report By
 HX0254  HISTORY     - 1962     MONUMENTED       CGS
 HX0254
 HX0254                          STATION DESCRIPTION
 HX0254
 HX0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0254'2 MI S FROM GUARDIAN.
 HX0254'ABOUT 2.0 MILE SOUTH ALONG THE HOLLY RIVER ROAD THAT FOLLOWS
 HX0254'ALONG THE RIGHT FORK OF THE HOLLY RIVER FROM THE POST OFFICE AT
 HX0254'GUARDIAN, 38 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET
 HX0254'SOUTH OF THE SOUTH CORNER OF A WOODEN FENCE, 89 FEET SOUTH OF A
 HX0254'TELEPHONE POLE 86, 124 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 HX0254'WHITE FRAME HOUSE, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND IS
 HX0254'SET IN THE TOP OF A CONCRETE POST THAT IS PROJECTING 2 INCHES, 2
 HX0254'FEET NORTHEAST OF A STEEL WITNESS POST.  NOTE-- THIS BENCH MARK
 HX0254'CAN ALSO BE REACHED BY GOING 4.3 MILES NORTHWEST ALONG THE HOLLY
 HX0254'RIVER ROAD FROM THE POST OFFICE AT DIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0885 ***********************************************************************
 JW0885  DESIGNATION -  V 26
 JW0885  PID         -  JW0885
 JW0885  STATE/COUNTY-  WV/MONONGALIA
 JW0885  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0885
 JW0885                         *CURRENT SURVEY CONTROL
 JW0885  ___________________________________________________________________
 JW0885* NAD 83(1986)-  39 37 50.     (N)    079 57 32.     (W)     SCALED    
 JW0885* NAVD 88     -       250.754  (meters)     822.68   (feet)  ADJUSTED  
 JW0885  ___________________________________________________________________
 JW0885  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JW0885  DYNAMIC HT  -         250.605 (meters)     822.19  (feet)  COMP
 JW0885  MODELED GRAV-     980,026.5   (mgal)                       NAVD 88
 JW0885
 JW0885  VERT ORDER  -  FIRST     CLASS II
 JW0885
 JW0885.The horizontal coordinates were scaled from a topographic map and have
 JW0885.an estimated accuracy of +/- 6 seconds.
 JW0885
 JW0885.The orthometric height was determined by differential leveling
 JW0885.and adjusted by the National Geodetic Survey in June 1991..
 JW0885
 JW0885.The geoid height was determined by GEOID03.
 JW0885
 JW0885.The dynamic height is computed by dividing the NAVD 88
 JW0885.geopotential number by the normal gravity value computed on the
 JW0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0885.degrees latitude (g = 980.6199 gals.).
 JW0885
 JW0885.The modeled gravity was interpolated from observed gravity values.
 JW0885
 JW0885;                    North         East    Units  Estimated Accuracy
 JW0885;SPC WV N     -   125,610.      560,610.      MT  (+/- 180 meters Scaled)
 JW0885
 JW0885                          SUPERSEDED SURVEY CONTROL
 JW0885
 JW0885  NGVD 29 (??/??/92)  250.867  (m)          823.05   (f) ADJ UNCH    1 2
 JW0885
 JW0885.Superseded values are not recommended for survey control.
 JW0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0885.See file dsdata.txt to determine how the superseded data were derived.
 JW0885
 JW0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND893872(NAD 83)
 JW0885_MARKER: DD = SURVEY DISK
 JW0885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0885_SP_SET: BRIDGE
 JW0885_STAMPING: V 26 1935
 JW0885_MARK LOGO: CGS   
 JW0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0885
 JW0885  HISTORY     - Date     Condition        Report By
 JW0885  HISTORY     - 1935     MONUMENTED       CGS
 JW0885  HISTORY     - 1956     MARK NOT FOUND   USGS
 JW0885  HISTORY     - 1983     GOOD             NGS
 JW0885
 JW0885                          STATION DESCRIPTION
 JW0885
 JW0885'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JW0885'AT MORGANTOWN.
 JW0885'AT MORGANTOWN, MONONGALIA COUNTY, 390 FEET NORTH OF THE BALTIMORE
 JW0885'AND OHIO RAILROAD STATION, AT BRIDGE 361, IN THE TOP OF THE
 JW0885'SOUTHWEST CORNER OF THE SOUTH CONCRETE ABUTMENT.
 JW0885
 JW0885                          STATION RECOVERY (1983)
 JW0885
 JW0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0885'RECOVERED IN GOOD CONDITION, THIS MARK WAS REPORTED BY USGS IN 1956 AS
 JW0885'NOT RECOVERED AND PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0286 ***********************************************************************
 HX0286  DESIGNATION -  V 260
 HX0286  PID         -  HX0286
 HX0286  STATE/COUNTY-  WV/RANDOLPH
 HX0286  USGS QUAD   -  PICKENS (1977)
 HX0286
 HX0286                         *CURRENT SURVEY CONTROL
 HX0286  ___________________________________________________________________
 HX0286* NAD 83(1986)-  38 37 57.     (N)    080 12 57.     (W)     SCALED    
 HX0286* NAVD 88     -       886.792  (meters)    2909.42   (feet)  ADJUSTED  
 HX0286  ___________________________________________________________________
 HX0286  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HX0286  DYNAMIC HT  -         886.101 (meters)    2907.15  (feet)  COMP
 HX0286  MODELED GRAV-     979,817.5   (mgal)                       NAVD 88
 HX0286
 HX0286  VERT ORDER  -  SECOND    CLASS 0
 HX0286
 HX0286.The horizontal coordinates were scaled from a topographic map and have
 HX0286.an estimated accuracy of +/- 6 seconds.
 HX0286
 HX0286.The orthometric height was determined by differential leveling
 HX0286.and adjusted by the National Geodetic Survey in June 1991..
 HX0286
 HX0286.The geoid height was determined by GEOID03.
 HX0286
 HX0286.The dynamic height is computed by dividing the NAVD 88
 HX0286.geopotential number by the normal gravity value computed on the
 HX0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0286.degrees latitude (g = 980.6199 gals.).
 HX0286
 HX0286.The modeled gravity was interpolated from observed gravity values.
 HX0286
 HX0286;                    North         East    Units  Estimated Accuracy
 HX0286;SPC WV S     -   181,480.      668,280.      MT  (+/- 180 meters Scaled)
 HX0286
 HX0286                          SUPERSEDED SURVEY CONTROL
 HX0286
 HX0286  NGVD 29 (??/??/92)  886.925  (m)         2909.85   (f) ADJ UNCH    2 0
 HX0286
 HX0286.Superseded values are not recommended for survey control.
 HX0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0286.See file dsdata.txt to determine how the superseded data were derived.
 HX0286
 HX0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC682762(NAD 83)
 HX0286_MARKER: DB = BENCH MARK DISK
 HX0286_SETTING: 80 = SET IN A BOULDER
 HX0286_SP_SET: BOULDER
 HX0286_STAMPING: V 260 1962
 HX0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0286+STABILITY: SURFACE MOTION
 HX0286
 HX0286  HISTORY     - Date     Condition        Report By
 HX0286  HISTORY     - 1962     MONUMENTED       CGS
 HX0286
 HX0286                          STATION DESCRIPTION
 HX0286
 HX0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0286'1.7 MI SW FROM PICKENS.
 HX0286'ABOUT 1.7 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO SKELT
 HX0286'FROM THE POST OFFICE AT PICKENS, SET ON TOP OF A ROCK BOULDER
 HX0286'THAT ABOUT 15-BY 20-FOOT LONG AND IS IN THE CENTER OF THE RIGHT
 HX0286'FORK OF THE BUCKHANNON RIVER, 60 FEET EAST OF THE CENTER LINE
 HX0286'OF THE ROAD, 18 FEET NORTHEAST OF A 24-INCH ELM TREE, 5 1/2
 HX0286'FEET EAST OF THE WEST END OF THE ROCK, 136 FEET NORTHEAST OF THE
 HX0286'CENTER OF THE JUNCTION OF A GRAVEL ROAD AND TRAIL ROAD LEADING
 HX0286'SOUTHEAST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0296 ***********************************************************************
 HX0296  DESIGNATION -  V 261
 HX0296  PID         -  HX0296
 HX0296  STATE/COUNTY-  WV/RANDOLPH
 HX0296  USGS QUAD   -  PICKENS (1977)
 HX0296
 HX0296                         *CURRENT SURVEY CONTROL
 HX0296  ___________________________________________________________________
 HX0296* NAD 83(1986)-  38 39 13.     (N)    080 14 51.     (W)     SCALED    
 HX0296* NAVD 88     -       902.059  (meters)    2959.51   (feet)  ADJUSTED  
 HX0296  ___________________________________________________________________
 HX0296  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HX0296  DYNAMIC HT  -         901.357 (meters)    2957.20  (feet)  COMP
 HX0296  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 HX0296
 HX0296  VERT ORDER  -  SECOND    CLASS 0
 HX0296
 HX0296.The horizontal coordinates were scaled from a topographic map and have
 HX0296.an estimated accuracy of +/- 6 seconds.
 HX0296
 HX0296.The orthometric height was determined by differential leveling
 HX0296.and adjusted by the National Geodetic Survey in June 1991..
 HX0296
 HX0296.The geoid height was determined by GEOID03.
 HX0296
 HX0296.The dynamic height is computed by dividing the NAVD 88
 HX0296.geopotential number by the normal gravity value computed on the
 HX0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0296.degrees latitude (g = 980.6199 gals.).
 HX0296
 HX0296.The modeled gravity was interpolated from observed gravity values.
 HX0296
 HX0296;                    North         East    Units  Estimated Accuracy
 HX0296;SPC WV S     -   183,800.      665,500.      MT  (+/- 180 meters Scaled)
 HX0296
 HX0296                          SUPERSEDED SURVEY CONTROL
 HX0296
 HX0296  NGVD 29 (??/??/92)  902.187  (m)         2959.93   (f) ADJ UNCH    2 0
 HX0296
 HX0296.Superseded values are not recommended for survey control.
 HX0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0296.See file dsdata.txt to determine how the superseded data were derived.
 HX0296
 HX0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC654786(NAD 83)
 HX0296_MARKER: DB = BENCH MARK DISK
 HX0296_SETTING: 80 = SET IN A BOULDER
 HX0296_SP_SET: BOULDER
 HX0296_STAMPING: V 261 1962
 HX0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0296+STABILITY: SURFACE MOTION
 HX0296
 HX0296  HISTORY     - Date     Condition        Report By
 HX0296  HISTORY     - 1962     MONUMENTED       CGS
 HX0296
 HX0296                          STATION DESCRIPTION
 HX0296
 HX0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0296'2.9 MI W FROM PICKENS.
 HX0296'ABOUT 2.9 MILES NORTHWEST AND THEN WEST ALONG A GRAVEL ROAD
 HX0296'FROM THE POST OFFICE AT PICKENS, 0.1 MILE WEST OF A ROAD
 HX0296'JUNCTION, SET ON TOP OF A ROCK THAT IS ABOUT 10-BY 12-FOOT LONG
 HX0296'AND IS EMBEDDED IN THE ROAD BANK, 41 FEET NORTH OF THE CENTER
 HX0296'LINE OF THE ROAD, 3 FEET EAST OF THE WEST END OF THE ROCK, AND
 HX0296'ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1655 ***********************************************************************
 HX1655  DESIGNATION -  V 262
 HX1655  PID         -  HX1655
 HX1655  STATE/COUNTY-  WV/BRAXTON
 HX1655  USGS QUAD   -  NEWVILLE (1976)
 HX1655
 HX1655                         *CURRENT SURVEY CONTROL
 HX1655  ___________________________________________________________________
 HX1655* NAD 83(1986)-  38 40 37.     (N)    080 30 43.     (W)     SCALED    
 HX1655* NAVD 88     -       300.224  (meters)     984.98   (feet)  ADJUSTED  
 HX1655  ___________________________________________________________________
 HX1655  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HX1655  DYNAMIC HT  -         300.019 (meters)     984.31  (feet)  COMP
 HX1655  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 HX1655
 HX1655  VERT ORDER  -  SECOND    CLASS 0
 HX1655
 HX1655.The horizontal coordinates were scaled from a topographic map and have
 HX1655.an estimated accuracy of +/- 6 seconds.
 HX1655
 HX1655.The orthometric height was determined by differential leveling
 HX1655.and adjusted by the National Geodetic Survey in June 1991..
 HX1655
 HX1655.The geoid height was determined by GEOID03.
 HX1655
 HX1655.The dynamic height is computed by dividing the NAVD 88
 HX1655.geopotential number by the normal gravity value computed on the
 HX1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1655.degrees latitude (g = 980.6199 gals.).
 HX1655
 HX1655.The modeled gravity was interpolated from observed gravity values.
 HX1655
 HX1655;                    North         East    Units  Estimated Accuracy
 HX1655;SPC WV S     -   186,240.      642,470.      MT  (+/- 180 meters Scaled)
 HX1655
 HX1655                          SUPERSEDED SURVEY CONTROL
 HX1655
 HX1655  NGVD 29 (??/??/92)  300.405  (m)          985.58   (f) ADJ UNCH    2 0
 HX1655
 HX1655.Superseded values are not recommended for survey control.
 HX1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1655.See file dsdata.txt to determine how the superseded data were derived.
 HX1655
 HX1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC424810(NAD 83)
 HX1655_MARKER: DB = BENCH MARK DISK
 HX1655_SETTING: 66 = SET IN ROCK OUTCROP
 HX1655_SP_SET: PROJECTING ROCK
 HX1655_STAMPING: V 262 1962
 HX1655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1655+STABILITY: POSITION/ELEVATION WELL
 HX1655
 HX1655  HISTORY     - Date     Condition        Report By
 HX1655  HISTORY     - 1962     MONUMENTED       CGS
 HX1655
 HX1655                          STATION DESCRIPTION
 HX1655
 HX1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1655'6 MI E FROM NEWVILLE.
 HX1655'ABOUT 3.6 MILES EAST ALONG A ROAD THAT LEADS TO KANAWHA CAMP FROM
 HX1655'THE POST OFFICE AT NEWVILLE, THENCE 2.4 MILES NORTHEAST AND THEN
 HX1655'EAST ALONG THE HOLLY RIVER ROAD THAT FOLLOWS ALONG THE LEFT FORK
 HX1655'OF THE HOLLY RIVER, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 HX1655'THAT IS ABOUT 3-FOOT LONG AND PROJECTS OUT OF THE ROAD BANK,
 HX1655'17.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 26 FEET WEST OF
 HX1655'THE EAST END OF THE ROCK LEDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL
 HX1655'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1591 ***********************************************************************
 HX1591  DESIGNATION -  V 263
 HX1591  PID         -  HX1591
 HX1591  STATE/COUNTY-  WV/WEBSTER
 HX1591  USGS QUAD   -  ERBACON (1976)
 HX1591
 HX1591                         *CURRENT SURVEY CONTROL
 HX1591  ___________________________________________________________________
 HX1591* NAD 83(1986)-  38 32 00.     (N)    080 34 39.     (W)     SCALED    
 HX1591* NAVD 88     -       457.083  (meters)    1499.61   (feet)  ADJUSTED  
 HX1591  ___________________________________________________________________
 HX1591  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HX1591  DYNAMIC HT  -         456.755 (meters)    1498.54  (feet)  COMP
 HX1591  MODELED GRAV-     979,896.5   (mgal)                       NAVD 88
 HX1591
 HX1591  VERT ORDER  -  SECOND    CLASS 0
 HX1591
 HX1591.The horizontal coordinates were scaled from a topographic map and have
 HX1591.an estimated accuracy of +/- 6 seconds.
 HX1591
 HX1591.The orthometric height was determined by differential leveling
 HX1591.and adjusted by the National Geodetic Survey in June 1991..
 HX1591
 HX1591.The geoid height was determined by GEOID03.
 HX1591
 HX1591.The dynamic height is computed by dividing the NAVD 88
 HX1591.geopotential number by the normal gravity value computed on the
 HX1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1591.degrees latitude (g = 980.6199 gals.).
 HX1591
 HX1591.The modeled gravity was interpolated from observed gravity values.
 HX1591
 HX1591;                    North         East    Units  Estimated Accuracy
 HX1591;SPC WV S     -   170,270.      636,840.      MT  (+/- 180 meters Scaled)
 HX1591
 HX1591                          SUPERSEDED SURVEY CONTROL
 HX1591
 HX1591  NGVD 29 (??/??/92)  457.260  (m)         1500.19   (f) ADJ UNCH    2 0
 HX1591
 HX1591.Superseded values are not recommended for survey control.
 HX1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1591.See file dsdata.txt to determine how the superseded data were derived.
 HX1591
 HX1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC368650(NAD 83)
 HX1591_MARKER: DB = BENCH MARK DISK
 HX1591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1591_SP_SET: ABUTMENT
 HX1591_STAMPING: V 263 1962
 HX1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1591
 HX1591  HISTORY     - Date     Condition        Report By
 HX1591  HISTORY     - 1962     MONUMENTED       CGS
 HX1591
 HX1591                          STATION DESCRIPTION
 HX1591
 HX1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1591'1.2 MI N FROM ERBACON.
 HX1591'ABOUT 1.2 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1591'FROM THE POST OFFICE AT ERBACON, ABOUT 150 YARDS SOUTH OF A
 HX1591'SMALL FRAME HOUSE, 4 FEET EAST OF EAST RAIL, ABOUT 5 FEET BELOW
 HX1591'LEVEL OF TRACK, 1.3 FEET WEST OF EAST EDGE OF ABUTMENT, AND SET
 HX1591'ON TOP OF NORTH ABUTMENT OF 120 FEET BRIDGE OVER LAUREL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1560 ***********************************************************************
 HX1560  DESIGNATION -  V 264
 HX1560  PID         -  HX1560
 HX1560  STATE/COUNTY-  WV/BRAXTON
 HX1560  USGS QUAD   -  SUTTON (1976)
 HX1560
 HX1560                         *CURRENT SURVEY CONTROL
 HX1560  ___________________________________________________________________
 HX1560* NAD 83(1986)-  38 41 07.     (N)    080 38 06.     (W)     SCALED    
 HX1560* NAVD 88     -       325.101  (meters)    1066.60   (feet)  ADJUSTED  
 HX1560  ___________________________________________________________________
 HX1560  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HX1560  DYNAMIC HT  -         324.876 (meters)    1065.86  (feet)  COMP
 HX1560  MODELED GRAV-     979,926.0   (mgal)                       NAVD 88
 HX1560
 HX1560  VERT ORDER  -  SECOND    CLASS 0
 HX1560
 HX1560.The horizontal coordinates were scaled from a topographic map and have
 HX1560.an estimated accuracy of +/- 6 seconds.
 HX1560
 HX1560.The orthometric height was determined by differential leveling
 HX1560.and adjusted by the National Geodetic Survey in June 1991..
 HX1560
 HX1560.The geoid height was determined by GEOID03.
 HX1560
 HX1560.The dynamic height is computed by dividing the NAVD 88
 HX1560.geopotential number by the normal gravity value computed on the
 HX1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1560.degrees latitude (g = 980.6199 gals.).
 HX1560
 HX1560.The modeled gravity was interpolated from observed gravity values.
 HX1560
 HX1560;                    North         East    Units  Estimated Accuracy
 HX1560;SPC WV S     -   187,110.      631,760.      MT  (+/- 180 meters Scaled)
 HX1560
 HX1560                          SUPERSEDED SURVEY CONTROL
 HX1560
 HX1560  NGVD 29 (??/??/92)  325.276  (m)         1067.18   (f) ADJ UNCH    2 0
 HX1560
 HX1560.Superseded values are not recommended for survey control.
 HX1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1560.See file dsdata.txt to determine how the superseded data were derived.
 HX1560
 HX1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC317819(NAD 83)
 HX1560_MARKER: DB = BENCH MARK DISK
 HX1560_SETTING: 80 = SET IN A BOULDER
 HX1560_SP_SET: BOULDER
 HX1560_STAMPING: V 264 1962
 HX1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1560+STABILITY: SURFACE MOTION
 HX1560
 HX1560  HISTORY     - Date     Condition        Report By
 HX1560  HISTORY     - 1962     MONUMENTED       CGS
 HX1560
 HX1560                          STATION DESCRIPTION
 HX1560
 HX1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1560'3.2 MI SE FROM FLATWOODS.
 HX1560'ABOUT 3.2 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1560'FROM THE STATION AT FLATWOODS, 0.1 MILE NORTH OF POLE 88-20,
 HX1560'AT A ROAD CROSSING, 30 FEET SOUTHEAST OF CENTER OF CROSSING,
 HX1560'9 FEET SOUTHEAST OF A 12 INCH PIPE CULVERT, 33 FEET NORTHEAST
 HX1560'OF NORTHEAST RAIL, ABOUT 4 FEET BELOW LEVEL OF TRACK, AND SET
 HX1560'ON TOP OF A 4 FOOT LONG - BY - 3 FOOT WIDE BOULDER AT THE BASE
 HX1560'OF A CUT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2136 ***********************************************************************
 HW2136  DESIGNATION -  V 265
 HW2136  PID         -  HW2136
 HW2136  STATE/COUNTY-  WV/RANDOLPH
 HW2136  USGS QUAD   -  SNYDER KNOB (1995)
 HW2136
 HW2136                         *CURRENT SURVEY CONTROL
 HW2136  ___________________________________________________________________
 HW2136* NAD 83(1986)-  38 35 24.     (N)    079 54 02.     (W)     SCALED    
 HW2136* NAVD 88     -      1095.996  (meters)    3595.78   (feet)  ADJUSTED  
 HW2136  ___________________________________________________________________
 HW2136  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HW2136  DYNAMIC HT  -        1095.089 (meters)    3592.80  (feet)  COMP
 HW2136  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 HW2136
 HW2136  VERT ORDER  -  SECOND    CLASS 0
 HW2136
 HW2136.The horizontal coordinates were scaled from a topographic map and have
 HW2136.an estimated accuracy of +/- 6 seconds.
 HW2136
 HW2136.The orthometric height was determined by differential leveling
 HW2136.and adjusted by the National Geodetic Survey in June 1991..
 HW2136
 HW2136.The geoid height was determined by GEOID03.
 HW2136
 HW2136.The dynamic height is computed by dividing the NAVD 88
 HW2136.geopotential number by the normal gravity value computed on the
 HW2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2136.degrees latitude (g = 980.6199 gals.).
 HW2136
 HW2136.The modeled gravity was interpolated from observed gravity values.
 HW2136
 HW2136;                    North         East    Units  Estimated Accuracy
 HW2136;SPC WV S     -   177,040.      695,780.      MT  (+/- 180 meters Scaled)
 HW2136
 HW2136                          SUPERSEDED SURVEY CONTROL
 HW2136
 HW2136  NGVD 29 (??/??/92) 1096.054  (m)         3595.97   (f) ADJ UNCH    2 0
 HW2136
 HW2136.Superseded values are not recommended for survey control.
 HW2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2136.See file dsdata.txt to determine how the superseded data were derived.
 HW2136
 HW2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC957718(NAD 83)
 HW2136_MARKER: DB = BENCH MARK DISK
 HW2136_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2136_STAMPING: V 265 1962
 HW2136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2136
 HW2136  HISTORY     - Date     Condition        Report By
 HW2136  HISTORY     - 1962     MONUMENTED       CGS
 HW2136
 HW2136                          STATION DESCRIPTION
 HW2136
 HW2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2136'3.3 MI SW FROM CHEAT BRIDGE.
 HW2136'ABOUT 3.3 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY
 HW2136'FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE, 65 FEET
 HW2136'NORTHEAST OF MILEPOST C 27, ON TOP OF EMBEDDED ROCK THAT IS
 HW2136'11 1/2-BY 10-FOOT LONG, 12 1/2 FEET SOUTHEAST OF THE
 HW2136'SOUTHEAST RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1968 ***********************************************************************
 HW1968  DESIGNATION -  V 266
 HW1968  PID         -  HW1968
 HW1968  STATE/COUNTY-  WV/RANDOLPH
 HW1968  USGS QUAD   -  MILL CREEK (1995)
 HW1968
 HW1968                         *CURRENT SURVEY CONTROL
 HW1968  ___________________________________________________________________
 HW1968* NAD 83(1986)-  38 40 31.     (N)    079 57 06.     (W)     SCALED    
 HW1968* NAVD 88     -       684.860  (meters)    2246.91   (feet)  ADJUSTED  
 HW1968  ___________________________________________________________________
 HW1968  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HW1968  DYNAMIC HT  -         684.344 (meters)    2245.22  (feet)  COMP
 HW1968  MODELED GRAV-     979,852.2   (mgal)                       NAVD 88
 HW1968
 HW1968  VERT ORDER  -  SECOND    CLASS 0
 HW1968
 HW1968.The horizontal coordinates were scaled from a topographic map and have
 HW1968.an estimated accuracy of +/- 6 seconds.
 HW1968
 HW1968.The orthometric height was determined by differential leveling
 HW1968.and adjusted by the National Geodetic Survey in June 1991..
 HW1968
 HW1968.The geoid height was determined by GEOID03.
 HW1968
 HW1968.The dynamic height is computed by dividing the NAVD 88
 HW1968.geopotential number by the normal gravity value computed on the
 HW1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1968.degrees latitude (g = 980.6199 gals.).
 HW1968
 HW1968.The modeled gravity was interpolated from observed gravity values.
 HW1968
 HW1968;                    North         East    Units  Estimated Accuracy
 HW1968;SPC WV S     -   186,460.      691,220.      MT  (+/- 180 meters Scaled)
 HW1968
 HW1968                          SUPERSEDED SURVEY CONTROL
 HW1968
 HW1968  NGVD 29 (??/??/92)  684.993  (m)         2247.35   (f) ADJ UNCH    2 0
 HW1968
 HW1968.Superseded values are not recommended for survey control.
 HW1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1968.See file dsdata.txt to determine how the superseded data were derived.
 HW1968
 HW1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC911812(NAD 83)
 HW1968_MARKER: DB = BENCH MARK DISK
 HW1968_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1968_SP_SET: BRIDGE
 HW1968_STAMPING: V 266 1962
 HW1968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1968
 HW1968  HISTORY     - Date     Condition        Report By
 HW1968  HISTORY     - 1962     MONUMENTED       CGS
 HW1968
 HW1968                          STATION DESCRIPTION
 HW1968
 HW1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1968'3.4 MI SE FROM HUTTONSVILLE.
 HW1968'ABOUT 3.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 HW1968'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, 21 FEET
 HW1968'SOUTHWEST OF CENTER LINE OF HIGHWAY, ABOUT 1 FOOT BELOW LEVEL OF
 HW1968'HIGHWAY, AND SET ON TOP OF THE SOUTHWEST END OF NORTHWEST
 HW1968'ABUTMENT OF A 24 FOOT CONCRETE BRIDGE OVER LAUREL RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0155 ***********************************************************************
 HX0155  DESIGNATION -  V 267
 HX0155  PID         -  HX0155
 HX0155  STATE/COUNTY-  WV/LEWIS
 HX0155  USGS QUAD   -  WALKERSVILLE (1976)
 HX0155
 HX0155                         *CURRENT SURVEY CONTROL
 HX0155  ___________________________________________________________________
 HX0155* NAD 83(1986)-  38 49 57.     (N)    080 26 19.     (W)     SCALED    
 HX0155* NAVD 88     -       344.588  (meters)    1130.54   (feet)  ADJUSTED  
 HX0155  ___________________________________________________________________
 HX0155  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HX0155  DYNAMIC HT  -         344.353 (meters)    1129.76  (feet)  COMP
 HX0155  MODELED GRAV-     979,937.2   (mgal)                       NAVD 88
 HX0155
 HX0155  VERT ORDER  -  SECOND    CLASS 0
 HX0155
 HX0155.The horizontal coordinates were scaled from a topographic map and have
 HX0155.an estimated accuracy of +/- 6 seconds.
 HX0155
 HX0155.The orthometric height was determined by differential leveling
 HX0155.and adjusted by the National Geodetic Survey in June 1991..
 HX0155
 HX0155.The geoid height was determined by GEOID03.
 HX0155
 HX0155.The dynamic height is computed by dividing the NAVD 88
 HX0155.geopotential number by the normal gravity value computed on the
 HX0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0155.degrees latitude (g = 980.6199 gals.).
 HX0155
 HX0155.The modeled gravity was interpolated from observed gravity values.
 HX0155
 HX0155;                    North         East    Units  Estimated Accuracy
 HX0155;SPC WV S     -   203,540.      648,750.      MT  (+/- 180 meters Scaled)
 HX0155
 HX0155                          SUPERSEDED SURVEY CONTROL
 HX0155
 HX0155  NGVD 29 (??/??/92)  344.775  (m)         1131.15   (f) ADJ UNCH    2 0
 HX0155
 HX0155.Superseded values are not recommended for survey control.
 HX0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0155.See file dsdata.txt to determine how the superseded data were derived.
 HX0155
 HX0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC487983(NAD 83)
 HX0155_MARKER: DB = BENCH MARK DISK
 HX0155_SETTING: 66 = SET IN ROCK OUTCROP
 HX0155_SP_SET: ROCK LEDGE
 HX0155_STAMPING: V 267 1962
 HX0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0155+STABILITY: POSITION/ELEVATION WELL
 HX0155
 HX0155  HISTORY     - Date     Condition        Report By
 HX0155  HISTORY     - 1962     MONUMENTED       CGS
 HX0155
 HX0155                          STATION DESCRIPTION
 HX0155
 HX0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0155'2.3 MI NE FROM IRELAND.
 HX0155'ABOUT 0.2 MILE NORTHWEST ALONG COUNTY ROAD 50 FROM THE POST
 HX0155'OFFICE AT IRELAND, THENCE ABOUT 1.5 MILES NORTHEAST ALONG
 HX0155'STATE HIGHWAY 4 AND U.S. HIGHWAY 19, THENCE ABOUT 0.6 MILE
 HX0155'EAST ALONG STATE HIGHWAY 4, SET ON TOP OF A ROCK LEDGE THAT IS
 HX0155'ABOUT 20 FEET LONG AND 4 FEET HIGH AND IS IN THE LAWN OF
 HX0155'PROPERTY THAT IS PRESENTLY OWNED BY A MR. E.R. POWERS, 27 FEET
 HX0155'WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 76 FEET NORTH OF THE
 HX0155'CENTER LINE OF THE HIGHWAY, 24 FEET NORTH OF A 24-INCH SYCAMORE
 HX0155'TREE, AND IS ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1603 ***********************************************************************
 HX1603  DESIGNATION -  V 268
 HX1603  PID         -  HX1603
 HX1603  STATE/COUNTY-  WV/BRAXTON
 HX1603  USGS QUAD   -  ORLANDO (1989)
 HX1603
 HX1603                         *CURRENT SURVEY CONTROL
 HX1603  ___________________________________________________________________
 HX1603* NAD 83(1986)-  38 47 28.     (N)    080 34 29.     (W)     SCALED    
 HX1603* NAVD 88     -       250.833  (meters)     822.94   (feet)  ADJUSTED  
 HX1603  ___________________________________________________________________
 HX1603  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HX1603  DYNAMIC HT  -         250.670 (meters)     822.41  (feet)  COMP
 HX1603  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 HX1603
 HX1603  VERT ORDER  -  SECOND    CLASS 0
 HX1603
 HX1603.The horizontal coordinates were scaled from a topographic map and have
 HX1603.an estimated accuracy of +/- 6 seconds.
 HX1603
 HX1603.The orthometric height was determined by differential leveling
 HX1603.and adjusted by the National Geodetic Survey in June 1991..
 HX1603
 HX1603.The geoid height was determined by GEOID03.
 HX1603
 HX1603.The dynamic height is computed by dividing the NAVD 88
 HX1603.geopotential number by the normal gravity value computed on the
 HX1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1603.degrees latitude (g = 980.6199 gals.).
 HX1603
 HX1603.The modeled gravity was interpolated from observed gravity values.
 HX1603
 HX1603;                    North         East    Units  Estimated Accuracy
 HX1603;SPC WV S     -   198,880.      636,950.      MT  (+/- 180 meters Scaled)
 HX1603
 HX1603                          SUPERSEDED SURVEY CONTROL
 HX1603
 HX1603  NGVD 29 (??/??/92)  251.034  (m)          823.60   (f) ADJ UNCH    2 0
 HX1603
 HX1603.Superseded values are not recommended for survey control.
 HX1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1603.See file dsdata.txt to determine how the superseded data were derived.
 HX1603
 HX1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC369936(NAD 83)
 HX1603_MARKER: DB = BENCH MARK DISK
 HX1603_SETTING: 66 = SET IN ROCK OUTCROP
 HX1603_SP_SET: ROCK LEDGE
 HX1603_STAMPING: V 268 1962
 HX1603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1603+STABILITY: POSITION/ELEVATION WELL
 HX1603
 HX1603  HISTORY     - Date     Condition        Report By
 HX1603  HISTORY     - 1962     MONUMENTED       CGS
 HX1603  HISTORY     - 1976     GOOD             NGS
 HX1603
 HX1603                          STATION DESCRIPTION
 HX1603
 HX1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1603'1.5 MI NE FROM NAPIER.
 HX1603'ABOUT 1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1603'OFFICE AT NAPIER, THENCE ABOUT 0.2 MILE NORTHWEST ALONG A BLACK
 HX1603'TOP ROAD, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK LEDGE
 HX1603'THAT IS ABOUT 30 FEET LONG AND 5 FEET HIGH, AT THE SUMMIT OF A
 HX1603'SMALL HILL, 16 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 104
 HX1603'FEET SOUTHEAST OF A POWER POLE, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX1603'OF THE ROAD.
 HX1603
 HX1603                          STATION RECOVERY (1976)
 HX1603
 HX1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1629 ***********************************************************************
 HX1629  DESIGNATION -  V 269
 HX1629  PID         -  HX1629
 HX1629  STATE/COUNTY-  WV/BRAXTON
 HX1629  USGS QUAD   -  NEWVILLE (1976)
 HX1629
 HX1629                         *CURRENT SURVEY CONTROL
 HX1629  ___________________________________________________________________
 HX1629* NAD 83(1986)-  38 43 28.     (N)    080 30 57.     (W)     SCALED    
 HX1629* NAVD 88     -       467.596  (meters)    1534.10   (feet)  ADJUSTED  
 HX1629  ___________________________________________________________________
 HX1629  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HX1629  DYNAMIC HT  -         467.282 (meters)    1533.07  (feet)  COMP
 HX1629  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 HX1629
 HX1629  VERT ORDER  -  SECOND    CLASS 0
 HX1629
 HX1629.The horizontal coordinates were scaled from a topographic map and have
 HX1629.an estimated accuracy of +/- 6 seconds.
 HX1629
 HX1629.The orthometric height was determined by differential leveling
 HX1629.and adjusted by the National Geodetic Survey in June 1991..
 HX1629
 HX1629.The geoid height was determined by GEOID03.
 HX1629
 HX1629.The dynamic height is computed by dividing the NAVD 88
 HX1629.geopotential number by the normal gravity value computed on the
 HX1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1629.degrees latitude (g = 980.6199 gals.).
 HX1629
 HX1629.The modeled gravity was interpolated from observed gravity values.
 HX1629
 HX1629;                    North         East    Units  Estimated Accuracy
 HX1629;SPC WV S     -   191,510.      642,100.      MT  (+/- 180 meters Scaled)
 HX1629
 HX1629                          SUPERSEDED SURVEY CONTROL
 HX1629
 HX1629  NGVD 29 (??/??/92)  467.782  (m)         1534.71   (f) ADJ UNCH    2 0
 HX1629
 HX1629.Superseded values are not recommended for survey control.
 HX1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1629.See file dsdata.txt to determine how the superseded data were derived.
 HX1629
 HX1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC420863(NAD 83)
 HX1629_MARKER: DB = BENCH MARK DISK
 HX1629_SETTING: 66 = SET IN ROCK OUTCROP
 HX1629_SP_SET: ROCK OUTCROP
 HX1629_STAMPING: V 269 1962
 HX1629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1629+STABILITY: POSITION/ELEVATION WELL
 HX1629
 HX1629  HISTORY     - Date     Condition        Report By
 HX1629  HISTORY     - 1962     MONUMENTED       CGS
 HX1629
 HX1629                          STATION DESCRIPTION
 HX1629
 HX1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1629'8.4 MI S FROM FALLS MILL.
 HX1629'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1629'OFFICE AT FALLS MILL, THENCE 7.7 MILES SOUTHWEST AND THEN
 HX1629'SOUTHEAST ALONG A MOUNTAIN ROAD, 0.3 MILE NORTHWEST OF A
 HX1629'PIPELINE, SET ON TOP OF A ROCK OUTCROP THAT IS 7 1/2 FEET LONG
 HX1629'AND 2 FEET HIGH, 10 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HX1629'ROAD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0078 ***********************************************************************
 JX0078  DESIGNATION -  V 27
 JX0078  PID         -  JX0078
 JX0078  STATE/COUNTY-  WV/MONONGALIA
 JX0078  USGS QUAD   -  RIVESVILLE (1976)
 JX0078
 JX0078                         *CURRENT SURVEY CONTROL
 JX0078  ___________________________________________________________________
 JX0078* NAD 83(1986)-  39 34 06.     (N)    080 01 48.     (W)     SCALED    
 JX0078* NAVD 88     -       261.090  (meters)     856.59   (feet)  POSTED    
 JX0078  ___________________________________________________________________
 JX0078  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JX0078  DYNAMIC HT  -         260.930 (meters)     856.07  (feet)  COMP
 JX0078  MODELED GRAV-     980,013.9   (mgal)                       NAVD 88
 JX0078
 JX0078  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JX0078
 JX0078.The horizontal coordinates were scaled from a topographic map and have
 JX0078.an estimated accuracy of +/- 6 seconds.
 JX0078
 JX0078.The orthometric height was determined by differential leveling
 JX0078.and adjusted by the National Geodetic Survey in 1992..
 JX0078.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JX0078.rate of 1.1 thru 2.0 mm/km.
 JX0078
 JX0078.The geoid height was determined by GEOID03.
 JX0078
 JX0078.The dynamic height is computed by dividing the NAVD 88
 JX0078.geopotential number by the normal gravity value computed on the
 JX0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0078.degrees latitude (g = 980.6199 gals.).
 JX0078
 JX0078.The modeled gravity was interpolated from observed gravity values.
 JX0078
 JX0078;                    North         East    Units  Estimated Accuracy
 JX0078;SPC WV N     -   118,740.      554,460.      MT  (+/- 180 meters Scaled)
 JX0078
 JX0078                          SUPERSEDED SURVEY CONTROL
 JX0078
 JX0078  NGVD 29 (??/??/92)  261.225  (m)          857.04   (f) ADJ UNCH    1 2
 JX0078
 JX0078.Superseded values are not recommended for survey control.
 JX0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0078.See file dsdata.txt to determine how the superseded data were derived.
 JX0078
 JX0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND833802(NAD 83)
 JX0078_MARKER: DB = BENCH MARK DISK
 JX0078_SETTING: 66 = SET IN ROCK OUTCROP
 JX0078_SP_SET: ROCK
 JX0078_STAMPING: V 27 1935
 JX0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0078+STABILITY: POSITION/ELEVATION WELL
 JX0078
 JX0078  HISTORY     - Date     Condition        Report By
 JX0078  HISTORY     - 1935     MONUMENTED       CGS
 JX0078  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0078
 JX0078                          STATION DESCRIPTION
 JX0078
 JX0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0078'11.1 MI SW FROM MORGANTOWN.
 JX0078'11.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0078'THE STATION AT MORGANTOWN, MONONGALIA COUNTY, 90 FEET SOUTHWEST
 JX0078'OF MILEPOST 113+15, 6 FEET SOUTH OF THE SOUTH RAIL, IN THE FACE
 JX0078'OF A ROCK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 JX0078'V 27 1935 AND SET VERTICALLY.
 JX0078
 JX0078                          STATION RECOVERY (1983)
 JX0078
 JX0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0078'NOT RECOVERED, THE MARK IS INACCESSIBLE TO THE NEW LEVEL LINE, NOT
 JX0078'SEARCHED FOR IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0222 ***********************************************************************
 HX0222  DESIGNATION -  V 270
 HX0222  PID         -  HX0222
 HX0222  STATE/COUNTY-  WV/UPSHUR
 HX0222  USGS QUAD   -  ROCK CAVE (1966)
 HX0222
 HX0222                         *CURRENT SURVEY CONTROL
 HX0222  ___________________________________________________________________
 HX0222* NAD 83(1986)-  38 52 05.     (N)    080 18 49.     (W)     SCALED    
 HX0222* NAVD 88     -       519.386  (meters)    1704.02   (feet)  ADJUSTED  
 HX0222  ___________________________________________________________________
 HX0222  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HX0222  DYNAMIC HT  -         519.027 (meters)    1702.84  (feet)  COMP
 HX0222  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 HX0222
 HX0222  VERT ORDER  -  SECOND    CLASS 0
 HX0222
 HX0222.The horizontal coordinates were scaled from a topographic map and have
 HX0222.an estimated accuracy of +/- 6 seconds.
 HX0222
 HX0222.The orthometric height was determined by differential leveling
 HX0222.and adjusted by the National Geodetic Survey in June 1991..
 HX0222
 HX0222.The geoid height was determined by GEOID03.
 HX0222
 HX0222.The dynamic height is computed by dividing the NAVD 88
 HX0222.geopotential number by the normal gravity value computed on the
 HX0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0222.degrees latitude (g = 980.6199 gals.).
 HX0222
 HX0222.The modeled gravity was interpolated from observed gravity values.
 HX0222
 HX0222;                    North         East    Units  Estimated Accuracy
 HX0222;SPC WV S     -   207,560.      659,570.      MT  (+/- 180 meters Scaled)
 HX0222
 HX0222                          SUPERSEDED SURVEY CONTROL
 HX0222
 HX0222  NGVD 29 (??/??/92)  519.562  (m)         1704.60   (f) ADJ UNCH    2 0
 HX0222
 HX0222.Superseded values are not recommended for survey control.
 HX0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0222.See file dsdata.txt to determine how the superseded data were derived.
 HX0222
 HX0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND595023(NAD 83)
 HX0222_MARKER: DB = BENCH MARK DISK
 HX0222_SETTING: 66 = SET IN ROCK OUTCROP
 HX0222_SP_SET: ROCK OUTCROP
 HX0222_STAMPING: V 270 1962
 HX0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0222+STABILITY: POSITION/ELEVATION WELL
 HX0222
 HX0222  HISTORY     - Date     Condition        Report By
 HX0222  HISTORY     - 1962     MONUMENTED       CGS
 HX0222
 HX0222                          STATION DESCRIPTION
 HX0222
 HX0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0222'2.8 MI NE FROM ROCK CAVE.
 HX0222'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX0222'OFFICE AT ROCK CAVE, THENCE ABOUT 2.4 MILES NORTHEAST ALONG STATE
 HX0222'HIGHWAYS 20 AND 4, SET ON TOP OF A ROCK OUTCROP THAT IS ABOUT 15
 HX0222'FEET LONG AND 2 1/2 FEET HIGH, AT THE SOUTH END OF THE ROCK,
 HX0222'ABOUT 150 YARDS NORTHWEST OF A BRICK HOUSE (ACROSS THE HIGHWAY
 HX0222'FROM THE HOUSE), 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HX0222'78 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A DIM ROAD LEADING
 HX0222'EAST THROUGH A PASTURE FIELD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 HX0222'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0348 ***********************************************************************
 HX0348  DESIGNATION -  V 271
 HX0348  PID         -  HX0348
 HX0348  STATE/COUNTY-  WV/RANDOLPH
 HX0348  USGS QUAD   -  PICKENS (1977)
 HX0348
 HX0348                         *CURRENT SURVEY CONTROL
 HX0348  ___________________________________________________________________
 HX0348* NAD 83(1986)-  38 42 09.     (N)    080 13 40.     (W)     SCALED    
 HX0348* NAVD 88     -       807.051  (meters)    2647.80   (feet)  ADJUSTED  
 HX0348  ___________________________________________________________________
 HX0348  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HX0348  DYNAMIC HT  -         806.441 (meters)    2645.80  (feet)  COMP
 HX0348  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 HX0348
 HX0348  VERT ORDER  -  SECOND    CLASS 0
 HX0348
 HX0348.The horizontal coordinates were scaled from a topographic map and have
 HX0348.an estimated accuracy of +/- 6 seconds.
 HX0348
 HX0348.The orthometric height was determined by differential leveling
 HX0348.and adjusted by the National Geodetic Survey in June 1991..
 HX0348
 HX0348.The geoid height was determined by GEOID03.
 HX0348
 HX0348.The dynamic height is computed by dividing the NAVD 88
 HX0348.geopotential number by the normal gravity value computed on the
 HX0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0348.degrees latitude (g = 980.6199 gals.).
 HX0348
 HX0348.The modeled gravity was interpolated from observed gravity values.
 HX0348
 HX0348;                    North         East    Units  Estimated Accuracy
 HX0348;SPC WV S     -   189,240.      667,170.      MT  (+/- 180 meters Scaled)
 HX0348
 HX0348                          SUPERSEDED SURVEY CONTROL
 HX0348
 HX0348  NGVD 29 (??/??/92)  807.196  (m)         2648.28   (f) ADJ UNCH    2 0
 HX0348
 HX0348.Superseded values are not recommended for survey control.
 HX0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0348.See file dsdata.txt to determine how the superseded data were derived.
 HX0348
 HX0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC671840(NAD 83)
 HX0348_MARKER: DB = BENCH MARK DISK
 HX0348_SETTING: 80 = SET IN A BOULDER
 HX0348_SP_SET: BOULDER
 HX0348_STAMPING: V 271 1962
 HX0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0348+STABILITY: SURFACE MOTION
 HX0348
 HX0348  HISTORY     - Date     Condition        Report By
 HX0348  HISTORY     - 1962     MONUMENTED       CGS
 HX0348
 HX0348                          STATION DESCRIPTION
 HX0348
 HX0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0348'4 MI N FROM PICKENS.
 HX0348'ABOUT 4.0 MILES NORTH ALONG COUNTY ROAD 50 FROM THE POST OFFICE
 HX0348'AT PICKENS, SET ON TOP OF A LARGE ROCK THAT IS 15-BY 35-FOOT
 HX0348'LONG, 87 FEET NORTH OF THE NORTH CORNER OF A LARGE TWO STORY
 HX0348'HOUSE PRESENTLY OWNED BY A MR. SAYRE, 16 FEET NORTHWEST OF THE
 HX0348'CENTER LINE OF THE ROAD, 19 FEET SOUTHWEST OF AN OLD LOG SHED,
 HX0348'AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1627 ***********************************************************************
 HX1627  DESIGNATION -  V 272
 HX1627  PID         -  HX1627
 HX1627  STATE/COUNTY-  WV/BRAXTON
 HX1627  USGS QUAD   -  NEWVILLE (1976)
 HX1627
 HX1627                         *CURRENT SURVEY CONTROL
 HX1627  ___________________________________________________________________
 HX1627* NAD 83(1986)-  38 42 48.     (N)    080 30 16.     (W)     SCALED    
 HX1627* NAVD 88     -       510.754  (meters)    1675.70   (feet)  ADJUSTED  
 HX1627  ___________________________________________________________________
 HX1627  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HX1627  DYNAMIC HT  -         510.412 (meters)    1674.58  (feet)  COMP
 HX1627  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 HX1627
 HX1627  VERT ORDER  -  SECOND    CLASS 0
 HX1627
 HX1627.The horizontal coordinates were scaled from a topographic map and have
 HX1627.an estimated accuracy of +/- 6 seconds.
 HX1627
 HX1627.The orthometric height was determined by differential leveling
 HX1627.and adjusted by the National Geodetic Survey in June 1991..
 HX1627
 HX1627.The geoid height was determined by GEOID03.
 HX1627
 HX1627.The dynamic height is computed by dividing the NAVD 88
 HX1627.geopotential number by the normal gravity value computed on the
 HX1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1627.degrees latitude (g = 980.6199 gals.).
 HX1627
 HX1627.The modeled gravity was interpolated from observed gravity values.
 HX1627
 HX1627;                    North         East    Units  Estimated Accuracy
 HX1627;SPC WV S     -   190,280.      643,100.      MT  (+/- 180 meters Scaled)
 HX1627
 HX1627                          SUPERSEDED SURVEY CONTROL
 HX1627
 HX1627  NGVD 29 (??/??/92)  510.939  (m)         1676.31   (f) ADJ UNCH    2 0
 HX1627
 HX1627.Superseded values are not recommended for survey control.
 HX1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1627.See file dsdata.txt to determine how the superseded data were derived.
 HX1627
 HX1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC430850(NAD 83)
 HX1627_MARKER: DB = BENCH MARK DISK
 HX1627_SETTING: 66 = SET IN ROCK OUTCROP
 HX1627_SP_SET: ROCK LEDGE
 HX1627_STAMPING: V 272 1962
 HX1627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1627+STABILITY: POSITION/ELEVATION WELL
 HX1627
 HX1627  HISTORY     - Date     Condition        Report By
 HX1627  HISTORY     - 1962     MONUMENTED       CGS
 HX1627
 HX1627                          STATION DESCRIPTION
 HX1627
 HX1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1627'10.4 MI S FROM FALLS MILL.
 HX1627'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1627'OFFICE AT FALLS MILL, THENCE ABOUT 9.6 MILES SOUTHWEST AND THEN
 HX1627'SOUTHEAST ALONG A MOUNTAIN ROAD, ON THE OUTSIDE OF A CURVE WITH
 HX1627'THE TANGENTS EXTENDING TO THE SOUTHWEST AND NORTHEAST, SET
 HX1627'VERTICALLY IN THE SOUTH FACE OF A ROCK LEDGE THAT IS ABOUT 10
 HX1627'FEET LONG AND 3 FEET HIGH, 14 FEET NORTH OF THE CENTER LINE OF
 HX1627'THE ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0445 ***********************************************************************
 HX0445  DESIGNATION -  V 273
 HX0445  PID         -  HX0445
 HX0445  STATE/COUNTY-  WV/UPSHUR
 HX0445  USGS QUAD   -  ALTON (1989)
 HX0445
 HX0445                         *CURRENT SURVEY CONTROL
 HX0445  ___________________________________________________________________
 HX0445* NAD 83(1986)-  38 45 41.     (N)    080 08 54.     (W)     SCALED    
 HX0445* NAVD 88     -       776.075  (meters)    2546.17   (feet)  ADJUSTED  
 HX0445  ___________________________________________________________________
 HX0445  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HX0445  DYNAMIC HT  -         775.507 (meters)    2544.31  (feet)  COMP
 HX0445  MODELED GRAV-     979,868.3   (mgal)                       NAVD 88
 HX0445
 HX0445  VERT ORDER  -  SECOND    CLASS 0
 HX0445
 HX0445.The horizontal coordinates were scaled from a topographic map and have
 HX0445.an estimated accuracy of +/- 6 seconds.
 HX0445
 HX0445.The orthometric height was determined by differential leveling
 HX0445.and adjusted by the National Geodetic Survey in June 1991..
 HX0445
 HX0445.The geoid height was determined by GEOID03.
 HX0445
 HX0445.The dynamic height is computed by dividing the NAVD 88
 HX0445.geopotential number by the normal gravity value computed on the
 HX0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0445.degrees latitude (g = 980.6199 gals.).
 HX0445
 HX0445.The modeled gravity was interpolated from observed gravity values.
 HX0445
 HX0445;                    North         East    Units  Estimated Accuracy
 HX0445;SPC WV S     -   195,840.      674,020.      MT  (+/- 180 meters Scaled)
 HX0445
 HX0445                          SUPERSEDED SURVEY CONTROL
 HX0445
 HX0445  NGVD 29 (??/??/92)  776.226  (m)         2546.67   (f) ADJ UNCH    2 0
 HX0445
 HX0445.Superseded values are not recommended for survey control.
 HX0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0445.See file dsdata.txt to determine how the superseded data were derived.
 HX0445
 HX0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC739906(NAD 83)
 HX0445_MARKER: DB = BENCH MARK DISK
 HX0445_SETTING: 80 = SET IN A BOULDER
 HX0445_SP_SET: BOULDER
 HX0445_STAMPING: V 273 1962
 HX0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0445+STABILITY: SURFACE MOTION
 HX0445
 HX0445  HISTORY     - Date     Condition        Report By
 HX0445  HISTORY     - 1962     MONUMENTED       CGS
 HX0445
 HX0445                          STATION DESCRIPTION
 HX0445
 HX0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0445'1 MI NE FROM PALACE VALLEY.
 HX0445'ABOUT 1.0 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE
 HX0445'OVER THE LEFT FORK OF THE BUCKHANNON RIVER AT PALACE VALLEY, SET
 HX0445'ON TOP OF AN EMBEDDED ROCK THAT IS ABOUT 5-BY 9-FOOT LONG, THE
 HX0445'ROCK IS AT THE SOUTHWEST CORNER OF A SMALL POND, 105 FEET
 HX0445'SOUTHWEST OF A FARM HOUSE, 18 FEET NORTH OF THE CENTER LINE OF
 HX0445'THE ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0469 ***********************************************************************
 HX0469  DESIGNATION -  V 274
 HX0469  PID         -  HX0469
 HX0469  STATE/COUNTY-  WV/RANDOLPH
 HX0469  USGS QUAD   -  ELLAMORE (1987)
 HX0469
 HX0469                         *CURRENT SURVEY CONTROL
 HX0469  ___________________________________________________________________
 HX0469* NAD 83(1986)-  38 54 31.     (N)    080 05 50.     (W)     SCALED    
 HX0469* NAVD 88     -       580.207  (meters)    1903.56   (feet)  ADJUSTED  
 HX0469  ___________________________________________________________________
 HX0469  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HX0469  DYNAMIC HT  -         579.798 (meters)    1902.22  (feet)  COMP
 HX0469  MODELED GRAV-     979,903.1   (mgal)                       NAVD 88
 HX0469
 HX0469  VERT ORDER  -  SECOND    CLASS 0
 HX0469
 HX0469.The horizontal coordinates were scaled from a topographic map and have
 HX0469.an estimated accuracy of +/- 6 seconds.
 HX0469
 HX0469.The orthometric height was determined by differential leveling
 HX0469.and adjusted by the National Geodetic Survey in June 1991..
 HX0469
 HX0469.The geoid height was determined by GEOID03.
 HX0469
 HX0469.The dynamic height is computed by dividing the NAVD 88
 HX0469.geopotential number by the normal gravity value computed on the
 HX0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0469.degrees latitude (g = 980.6199 gals.).
 HX0469
 HX0469.The modeled gravity was interpolated from observed gravity values.
 HX0469
 HX0469;                    North         East    Units  Estimated Accuracy
 HX0469;SPC WV S     -   212,230.      678,300.      MT  (+/- 180 meters Scaled)
 HX0469
 HX0469                          SUPERSEDED SURVEY CONTROL
 HX0469
 HX0469  NGVD 29 (??/??/92)  580.371  (m)         1904.10   (f) ADJ UNCH    2 0
 HX0469
 HX0469.Superseded values are not recommended for survey control.
 HX0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0469.See file dsdata.txt to determine how the superseded data were derived.
 HX0469
 HX0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND782070(NAD 83)
 HX0469_MARKER: DB = BENCH MARK DISK
 HX0469_SETTING: 66 = SET IN ROCK OUTCROP
 HX0469_SP_SET: ROCK OUTCROP
 HX0469_STAMPING: V 274 1962
 HX0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0469+STABILITY: POSITION/ELEVATION WELL
 HX0469
 HX0469  HISTORY     - Date     Condition        Report By
 HX0469  HISTORY     - 1962     MONUMENTED       CGS
 HX0469
 HX0469                          STATION DESCRIPTION
 HX0469
 HX0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0469'1.4 MI S FROM ELLAMORE.
 HX0469'ABOUT 1.45 MILES SOUTH ALONG A BLACK TOP ROAD AND GRAVEL ROAD
 HX0469'THAT FOLLOWS ALONG THE EAST SIDE OF THE MIDDLE FORK RIVER FROM THE
 HX0469'POST OFFICE AT ELLAMORE, SET VERTICALLY IN THE NORTH FACE OF A
 HX0469'ROCK OUTCROP THAT IS ABOUT 9-FOOT LONG AND 3-FOOT HIGH, ALSO ON
 HX0469'THE EAST SLOPE OF A SMALL HILL, 19 FEET SOUTH OF THE CENTER LINE
 HX0469'OF THE ROAD, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0412 ***********************************************************************
 HX0412  DESIGNATION -  V 275
 HX0412  PID         -  HX0412
 HX0412  STATE/COUNTY-  WV/RANDOLPH
 HX0412  USGS QUAD   -  CASSITY (1977)
 HX0412
 HX0412                         *CURRENT SURVEY CONTROL
 HX0412  ___________________________________________________________________
 HX0412* NAD 83(1986)-  38 48 45.     (N)    080 02 21.     (W)     SCALED    
 HX0412* NAVD 88     -       634.106  (meters)    2080.40   (feet)  ADJUSTED  
 HX0412  ___________________________________________________________________
 HX0412  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX0412  DYNAMIC HT  -         633.644 (meters)    2078.88  (feet)  COMP
 HX0412  MODELED GRAV-     979,879.2   (mgal)                       NAVD 88
 HX0412
 HX0412  VERT ORDER  -  SECOND    CLASS 0
 HX0412
 HX0412.The horizontal coordinates were scaled from a topographic map and have
 HX0412.an estimated accuracy of +/- 6 seconds.
 HX0412
 HX0412.The orthometric height was determined by differential leveling
 HX0412.and adjusted by the National Geodetic Survey in June 1991..
 HX0412
 HX0412.The geoid height was determined by GEOID03.
 HX0412
 HX0412.The dynamic height is computed by dividing the NAVD 88
 HX0412.geopotential number by the normal gravity value computed on the
 HX0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0412.degrees latitude (g = 980.6199 gals.).
 HX0412
 HX0412.The modeled gravity was interpolated from observed gravity values.
 HX0412
 HX0412;                    North         East    Units  Estimated Accuracy
 HX0412;SPC WV S     -   201,610.      683,450.      MT  (+/- 180 meters Scaled)
 HX0412
 HX0412                          SUPERSEDED SURVEY CONTROL
 HX0412
 HX0412  NGVD 29 (??/??/92)  634.260  (m)         2080.90   (f) ADJ UNCH    2 0
 HX0412
 HX0412.Superseded values are not recommended for survey control.
 HX0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0412.See file dsdata.txt to determine how the superseded data were derived.
 HX0412
 HX0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC834964(NAD 83)
 HX0412_MARKER: DB = BENCH MARK DISK
 HX0412_SETTING: 80 = SET IN A BOULDER
 HX0412_SP_SET: BOULDER
 HX0412_STAMPING: V 275 1962
 HX0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0412+STABILITY: SURFACE MOTION
 HX0412
 HX0412  HISTORY     - Date     Condition        Report By
 HX0412  HISTORY     - 1962     MONUMENTED       CGS
 HX0412
 HX0412                          STATION DESCRIPTION
 HX0412
 HX0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0412'1.2 MI S FROM CASSITY.
 HX0412'ABOUT 1.2 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0412'AT CASSITY, SET ON TOP OF A ROCK BOULDER THAT 3-BY 6-FOOT LONG
 HX0412'AND IS EMBEDDED IN THE GROUND, 0.7 FOOT NORTHEAST OF THE
 HX0412'SOUTHWEST EDGE OF THE ROCK, 58 FEET NORTHEAST OF THE CENTER LINE
 HX0412'OF THE ROAD, 68 FEET NORTHEAST AND ACROSS THE BLACK TOP ROAD FROM
 HX0412'A DIRT ROAD THAT RUNS ALONG THE OLD RAILROAD ROADBED, ABOUT 1
 HX0412'FOOT ABOVE THE GROUND LEVEL, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX0412'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0460 ***********************************************************************
 HX0460  DESIGNATION -  V 276
 HX0460  PID         -  HX0460
 HX0460  STATE/COUNTY-  WV/RANDOLPH
 HX0460  USGS QUAD   -  PICKENS (1977)
 HX0460
 HX0460                         *CURRENT SURVEY CONTROL
 HX0460  ___________________________________________________________________
 HX0460* NAD 83(1986)-  38 42 13.     (N)    080 11 08.     (W)     SCALED    
 HX0460* NAVD 88     -       732.644  (meters)    2403.68   (feet)  ADJUSTED  
 HX0460  ___________________________________________________________________
 HX0460  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HX0460  DYNAMIC HT  -         732.088 (meters)    2401.86  (feet)  COMP
 HX0460  MODELED GRAV-     979,844.6   (mgal)                       NAVD 88
 HX0460
 HX0460  VERT ORDER  -  SECOND    CLASS 0
 HX0460
 HX0460.The horizontal coordinates were scaled from a topographic map and have
 HX0460.an estimated accuracy of +/- 6 seconds.
 HX0460
 HX0460.The orthometric height was determined by differential leveling
 HX0460.and adjusted by the National Geodetic Survey in June 1991..
 HX0460
 HX0460.The geoid height was determined by GEOID03.
 HX0460
 HX0460.The dynamic height is computed by dividing the NAVD 88
 HX0460.geopotential number by the normal gravity value computed on the
 HX0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0460.degrees latitude (g = 980.6199 gals.).
 HX0460
 HX0460.The modeled gravity was interpolated from observed gravity values.
 HX0460
 HX0460;                    North         East    Units  Estimated Accuracy
 HX0460;SPC WV S     -   189,400.      670,840.      MT  (+/- 180 meters Scaled)
 HX0460
 HX0460                          SUPERSEDED SURVEY CONTROL
 HX0460
 HX0460  NGVD 29 (??/??/92)  732.782  (m)         2404.14   (f) ADJ UNCH    2 0
 HX0460
 HX0460.Superseded values are not recommended for survey control.
 HX0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0460.See file dsdata.txt to determine how the superseded data were derived.
 HX0460
 HX0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC708842(NAD 83)
 HX0460_MARKER: DB = BENCH MARK DISK
 HX0460_SETTING: 80 = SET IN A BOULDER
 HX0460_SP_SET: BOULDER
 HX0460_STAMPING: V 276 1962
 HX0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0460+STABILITY: SURFACE MOTION
 HX0460
 HX0460  HISTORY     - Date     Condition        Report By
 HX0460  HISTORY     - 1962     MONUMENTED       CGS
 HX0460  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0460
 HX0460                          STATION DESCRIPTION
 HX0460
 HX0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0460'1.1 MI SW FROM HELVETIA.
 HX0460'ABOUT 0.1 MILE NORTHEAST ALONG COUNTY ROAD 45 FROM THE POST OFFICE
 HX0460'AT HELVETIA, THENCE 1.0 MILE SOUTHWEST AND THEN EAST ALONG
 HX0460'COUNTY ROAD 46, SET ON TOP OF A ROCK THAT IS ABOUT 6-BY-5-FOOT
 HX0460'WIDE AND IS EMBEDDED IN THE GROUND, 15 FEET SOUTH OF THE CENTER
 HX0460'LINE OF THE ROAD, 1 FOOT SOUTH OF THE NORTH EDGE OF THE ROCK,
 HX0460'AND IS ABOUT LEVEL WITH THE ROAD.  NOTE-- THIS BENCH MARK IS
 HX0460'ABOUT 0.25 MILE EAST OF A GRADED ROAD LEADING SOUTHEAST.
 HX0460
 HX0460                          STATION RECOVERY (1973)
 HX0460
 HX0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0438 ***********************************************************************
 HX0438  DESIGNATION -  V 277
 HX0438  PID         -  HX0438
 HX0438  STATE/COUNTY-  WV/UPSHUR
 HX0438  USGS QUAD   -  ALTON (1989)
 HX0438
 HX0438                         *CURRENT SURVEY CONTROL
 HX0438  ___________________________________________________________________
 HX0438* NAD 83(1986)-  38 45 46.     (N)    080 10 34.     (W)     SCALED    
 HX0438* NAVD 88     -       782.702  (meters)    2567.91   (feet)  ADJUSTED  
 HX0438  ___________________________________________________________________
 HX0438  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HX0438  DYNAMIC HT  -         782.130 (meters)    2566.04  (feet)  COMP
 HX0438  MODELED GRAV-     979,870.4   (mgal)                       NAVD 88
 HX0438
 HX0438  VERT ORDER  -  SECOND    CLASS 0
 HX0438
 HX0438.The horizontal coordinates were scaled from a topographic map and have
 HX0438.an estimated accuracy of +/- 6 seconds.
 HX0438
 HX0438.The orthometric height was determined by differential leveling
 HX0438.and adjusted by the National Geodetic Survey in June 1991..
 HX0438
 HX0438.The geoid height was determined by GEOID03.
 HX0438
 HX0438.The dynamic height is computed by dividing the NAVD 88
 HX0438.geopotential number by the normal gravity value computed on the
 HX0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0438.degrees latitude (g = 980.6199 gals.).
 HX0438
 HX0438.The modeled gravity was interpolated from observed gravity values.
 HX0438
 HX0438;                    North         East    Units  Estimated Accuracy
 HX0438;SPC WV S     -   195,970.      671,610.      MT  (+/- 180 meters Scaled)
 HX0438
 HX0438                          SUPERSEDED SURVEY CONTROL
 HX0438
 HX0438  NGVD 29 (??/??/92)  782.861  (m)         2568.44   (f) ADJ UNCH    2 0
 HX0438
 HX0438.Superseded values are not recommended for survey control.
 HX0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0438.See file dsdata.txt to determine how the superseded data were derived.
 HX0438
 HX0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC715907(NAD 83)
 HX0438_MARKER: DB = BENCH MARK DISK
 HX0438_SETTING: 80 = SET IN A BOULDER
 HX0438_SP_SET: BOULDER
 HX0438_STAMPING: V 277 1962
 HX0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0438+STABILITY: SURFACE MOTION
 HX0438
 HX0438  HISTORY     - Date     Condition        Report By
 HX0438  HISTORY     - 1962     MONUMENTED       CGS
 HX0438
 HX0438                          STATION DESCRIPTION
 HX0438
 HX0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0438'2.6 MI NW FROM PALACE VALLEY.
 HX0438'ABOUT 2.55 MILES NORTHWEST AND THEN WEST ALONG A TRAIL ROAD FROM
 HX0438'THE CONCRETE BRIDGE OVER THE LEFT FORK OF THE BUCKHANNON RIVER AT
 HX0438'PALACE VALLEY, 0.2 MILE SOUTHEAST OF A POINT WHERE A GAS LINE
 HX0438'CROSSES THE ROAD, SET ON TOP OF A ROCK THAT IS 4-BY 6 1/2-FOOT
 HX0438'LONG AND IS EMBEDDED IN THE GROUND, 16 FEET SOUTHEAST OF THE
 HX0438'CENTERLINE OF THE ROAD, 1 FOOT EAST OF THE WEST EDGE OF THE ROCK,
 HX0438'AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1546 ***********************************************************************
 HX1546  DESIGNATION -  V 278
 HX1546  PID         -  HX1546
 HX1546  STATE/COUNTY-  WV/LEWIS
 HX1546  USGS QUAD   -  ORLANDO (1989)
 HX1546
 HX1546                         *CURRENT SURVEY CONTROL
 HX1546  ___________________________________________________________________
 HX1546* NAD 83(1986)-  38 51 23.     (N)    080 32 02.     (W)     SCALED    
 HX1546* NAVD 88     -       286.542  (meters)     940.10   (feet)  ADJUSTED  
 HX1546  ___________________________________________________________________
 HX1546  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HX1546  DYNAMIC HT  -         286.355 (meters)     939.48  (feet)  COMP
 HX1546  MODELED GRAV-     979,968.2   (mgal)                       NAVD 88
 HX1546
 HX1546  VERT ORDER  -  SECOND    CLASS 0
 HX1546
 HX1546.The horizontal coordinates were scaled from a topographic map and have
 HX1546.an estimated accuracy of +/- 6 seconds.
 HX1546
 HX1546.The orthometric height was determined by differential leveling
 HX1546.and adjusted by the National Geodetic Survey in June 1991..
 HX1546
 HX1546.The geoid height was determined by GEOID03.
 HX1546
 HX1546.The dynamic height is computed by dividing the NAVD 88
 HX1546.geopotential number by the normal gravity value computed on the
 HX1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1546.degrees latitude (g = 980.6199 gals.).
 HX1546
 HX1546.The modeled gravity was interpolated from observed gravity values.
 HX1546
 HX1546;                    North         East    Units  Estimated Accuracy
 HX1546;SPC WV S     -   206,150.      640,460.      MT  (+/- 180 meters Scaled)
 HX1546
 HX1546                          SUPERSEDED SURVEY CONTROL
 HX1546
 HX1546  NGVD 29 (??/??/92)  286.741  (m)          940.75   (f) ADJ UNCH    2 0
 HX1546
 HX1546.Superseded values are not recommended for survey control.
 HX1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1546.See file dsdata.txt to determine how the superseded data were derived.
 HX1546
 HX1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND404009(NAD 83)
 HX1546_MARKER: DB = BENCH MARK DISK
 HX1546_SETTING: 66 = SET IN ROCK OUTCROP
 HX1546_SP_SET: ROCK LEDGE
 HX1546_STAMPING: V 278 1962
 HX1546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1546+STABILITY: POSITION/ELEVATION WELL
 HX1546
 HX1546  HISTORY     - Date     Condition        Report By
 HX1546  HISTORY     - 1962     MONUMENTED       CGS
 HX1546
 HX1546                          STATION DESCRIPTION
 HX1546
 HX1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1546'4.3 MI E FROM ORLANDO.
 HX1546'ABOUT 4.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1546'THE POST OFFICE AT ORLANDO, 0.1 MILE EAST OF MILEPOST 64-30,
 HX1546'SET VERTICALLY IN THE SOUTH FACE OF A ROCK LEDGE THAT IS ABOUT
 HX1546'200-FOOT LONG, 15 FEET NORTH OF THE NORTH RAIL, 180 FEET WEST
 HX1546'OF THE EAST END OF THE ROCK LEDGE, AND ABOUT 2 FEET ABOVE THE
 HX1546'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1544 ***********************************************************************
 HX1544  DESIGNATION -  V 279
 HX1544  PID         -  HX1544
 HX1544  STATE/COUNTY-  WV/LEWIS
 HX1544  USGS QUAD   -  ORLANDO (1989)
 HX1544
 HX1544                         *CURRENT SURVEY CONTROL
 HX1544  ___________________________________________________________________
 HX1544* NAD 83(1986)-  38 51 48.     (N)    080 31 11.     (W)     SCALED    
 HX1544* NAVD 88     -       309.374  (meters)    1015.00   (feet)  ADJUSTED  
 HX1544  ___________________________________________________________________
 HX1544  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HX1544  DYNAMIC HT  -         309.172 (meters)    1014.34  (feet)  COMP
 HX1544  MODELED GRAV-     979,966.1   (mgal)                       NAVD 88
 HX1544
 HX1544  VERT ORDER  -  SECOND    CLASS 0
 HX1544
 HX1544.The horizontal coordinates were scaled from a topographic map and have
 HX1544.an estimated accuracy of +/- 6 seconds.
 HX1544
 HX1544.The orthometric height was determined by differential leveling
 HX1544.and adjusted by the National Geodetic Survey in June 1991..
 HX1544
 HX1544.The geoid height was determined by GEOID03.
 HX1544
 HX1544.The dynamic height is computed by dividing the NAVD 88
 HX1544.geopotential number by the normal gravity value computed on the
 HX1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1544.degrees latitude (g = 980.6199 gals.).
 HX1544
 HX1544.The modeled gravity was interpolated from observed gravity values.
 HX1544
 HX1544;                    North         East    Units  Estimated Accuracy
 HX1544;SPC WV S     -   206,930.      641,680.      MT  (+/- 180 meters Scaled)
 HX1544
 HX1544                          SUPERSEDED SURVEY CONTROL
 HX1544
 HX1544  NGVD 29 (??/??/92)  309.570  (m)         1015.65   (f) ADJ UNCH    2 0
 HX1544
 HX1544.Superseded values are not recommended for survey control.
 HX1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1544.See file dsdata.txt to determine how the superseded data were derived.
 HX1544
 HX1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND416017(NAD 83)
 HX1544_MARKER: DB = BENCH MARK DISK
 HX1544_SETTING: 66 = SET IN ROCK OUTCROP
 HX1544_SP_SET: ROCK CUT
 HX1544_STAMPING: V 279 1962
 HX1544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1544+STABILITY: POSITION/ELEVATION WELL
 HX1544
 HX1544  HISTORY     - Date     Condition        Report By
 HX1544  HISTORY     - 1962     MONUMENTED       CGS
 HX1544
 HX1544                          STATION DESCRIPTION
 HX1544
 HX1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1544'5.3 MI E FROM ORLANDO.
 HX1544'ABOUT 5.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1544'THE POST OFFICE AT ORLANDO, 0.15 MILE EAST OF POLE 63-30, SET
 HX1544'ON TOP OF A 6-FOOT LONG ROCK THAT IS PART OF A ROCK CUT, 107
 HX1544'FEET EAST OF THE WEST END OF THE CUT, 9 FEET NORTHWEST OF THE
 HX1544'NORTHWEST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0860 ***********************************************************************
 KY0860  DESIGNATION -  V 28
 KY0860  PID         -  KY0860
 KY0860  STATE/COUNTY-  WV/OHIO
 KY0860  USGS QUAD   -  VALLEY GROVE (1981)
 KY0860
 KY0860                         *CURRENT SURVEY CONTROL
 KY0860  ___________________________________________________________________
 KY0860* NAD 83(1986)-  40 03 27.     (N)    080 37 08.     (W)     SCALED    
 KY0860* NAVD 88     -       231.611  (meters)     759.88   (feet)  ADJUSTED  
 KY0860  ___________________________________________________________________
 KY0860  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY0860  DYNAMIC HT  -         231.481 (meters)     759.45  (feet)  COMP
 KY0860  MODELED GRAV-     980,060.9   (mgal)                       NAVD 88
 KY0860
 KY0860  VERT ORDER  -  SECOND    CLASS 0
 KY0860
 KY0860.The horizontal coordinates were scaled from a topographic map and have
 KY0860.an estimated accuracy of +/- 6 seconds.
 KY0860
 KY0860.The orthometric height was determined by differential leveling
 KY0860.and adjusted by the National Geodetic Survey in June 1991..
 KY0860
 KY0860.The geoid height was determined by GEOID03.
 KY0860
 KY0860.The dynamic height is computed by dividing the NAVD 88
 KY0860.geopotential number by the normal gravity value computed on the
 KY0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0860.degrees latitude (g = 980.6199 gals.).
 KY0860
 KY0860.The modeled gravity was interpolated from observed gravity values.
 KY0860
 KY0860;                    North         East    Units  Estimated Accuracy
 KY0860;SPC WV N     -   173,510.      504,540.      MT  (+/- 180 meters Scaled)
 KY0860
 KY0860                          SUPERSEDED SURVEY CONTROL
 KY0860
 KY0860  NGVD 29 (??/??/92)  231.761  (m)          760.37   (f) ADJ UNCH    2 0
 KY0860
 KY0860.Superseded values are not recommended for survey control.
 KY0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0860.See file dsdata.txt to determine how the superseded data were derived.
 KY0860
 KY0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE325342(NAD 83)
 KY0860_MARKER: DB = BENCH MARK DISK
 KY0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0860_STAMPING: V 28 1935
 KY0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0860+STABILITY: SURFACE MOTION
 KY0860
 KY0860  HISTORY     - Date     Condition        Report By
 KY0860  HISTORY     - 1935     MONUMENTED       CGS
 KY0860  HISTORY     - 1960     GOOD             NGS
 KY0860
 KY0860                          STATION DESCRIPTION
 KY0860
 KY0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0860'2.4 MI E FROM ELM GROVE.
 KY0860'ABOUT 2.45 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0860'THE STATION AT ELM GROVE, AT THE EAST LIMITS OF TRIADELPHIA,
 KY0860'12.3 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL, 29 FEET
 KY0860'SOUTH-SOUTHWEST OF MILEAGE POLE 60+-4, 36 FEET SOUTHEAST OF THE
 KY0860'CENTER LINE OF U.S. HIGHWAY 40, 48 FEET NORTHEAST OF THE SOUTHEAST
 KY0860'END OF THE NORTHEAST ABUTMENT OF HIGHWAY 40 STEEL BRIDGE OVER LITTLE
 KY0860'WHEELING CREEK, 119 1/2 FEET NORTH-NORTHEAST OF THE NORTH CORNER OF
 KY0860'STEEL PART OF B. AND O. R.R. STEEL PLATE BRIDGE NO. 181 OVER
 KY0860'LITTLE WHEELING CREEK, ABOUT LEVEL WITH THE TRACK, ABOUT 2 1/2
 KY0860'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE
 KY0860'POST PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2132 ***********************************************************************
 HW2132  DESIGNATION -  V 280
 HW2132  PID         -  HW2132
 HW2132  STATE/COUNTY-  WV/RANDOLPH
 HW2132  USGS QUAD   -  BEVERLY WEST (1995)
 HW2132
 HW2132                         *CURRENT SURVEY CONTROL
 HW2132  ___________________________________________________________________
 HW2132* NAD 83(1986)-  38 50 54.     (N)    079 59 01.     (W)     SCALED    
 HW2132* NAVD 88     -       784.513  (meters)    2573.86   (feet)  ADJUSTED  
 HW2132  ___________________________________________________________________
 HW2132  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HW2132  DYNAMIC HT  -         783.940 (meters)    2571.98  (feet)  COMP
 HW2132  MODELED GRAV-     979,870.2   (mgal)                       NAVD 88
 HW2132
 HW2132  VERT ORDER  -  SECOND    CLASS 0
 HW2132
 HW2132.The horizontal coordinates were scaled from a topographic map and have
 HW2132.an estimated accuracy of +/- 6 seconds.
 HW2132
 HW2132.The orthometric height was determined by differential leveling
 HW2132.and adjusted by the National Geodetic Survey in June 1991..
 HW2132
 HW2132.The geoid height was determined by GEOID03.
 HW2132
 HW2132.The dynamic height is computed by dividing the NAVD 88
 HW2132.geopotential number by the normal gravity value computed on the
 HW2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2132.degrees latitude (g = 980.6199 gals.).
 HW2132
 HW2132.The modeled gravity was interpolated from observed gravity values.
 HW2132
 HW2132;                    North         East    Units  Estimated Accuracy
 HW2132;SPC WV S     -   205,640.      688,230.      MT  (+/- 180 meters Scaled)
 HW2132
 HW2132                          SUPERSEDED SURVEY CONTROL
 HW2132
 HW2132  NGVD 29 (??/??/92)  784.667  (m)         2574.36   (f) ADJ UNCH    2 0
 HW2132
 HW2132.Superseded values are not recommended for survey control.
 HW2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2132.See file dsdata.txt to determine how the superseded data were derived.
 HW2132
 HW2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND881004(NAD 83)
 HW2132_MARKER: DB = BENCH MARK DISK
 HW2132_SETTING: 66 = SET IN ROCK OUTCROP
 HW2132_SP_SET: ROCK CLIFF
 HW2132_STAMPING: V 280 1962
 HW2132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2132+STABILITY: POSITION/ELEVATION WELL
 HW2132
 HW2132  HISTORY     - Date     Condition        Report By
 HW2132  HISTORY     - 1962     MONUMENTED       CGS
 HW2132  HISTORY     - 1983     GOOD             NGS
 HW2132  HISTORY     - 1983     GOOD             NGS
 HW2132
 HW2132                          STATION DESCRIPTION
 HW2132
 HW2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2132'3.4 MI NE FROM CASSITY.
 HW2132'ABOUT 3.4 MILES NORTHEAST ALONG COUNTY ROAD 35 (BLACK TOP ROAD)
 HW2132'FROM THE GRADE SCHOOL AT CASITY, 0.2 MILE NORTHEAST OF THE
 HW2132'HARRISON COMMUNITY CHURCH, ABOUT 166 YARDS NORTHEAST OF THE
 HW2132'CENTER OF THE JUNCTION OF A GRAVEL ROAD LEADING EAST, SET
 HW2132'VERTICALLY IN THE NORTHWEST FACE OF A ROCK CLIFF THAT IS ABOUT
 HW2132'75 FEET LONG AND 4 1/2 FEET HIGH, 19 FEET SOUTHEAST OF THE CENTER
 HW2132'LINE OF THE ROAD, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 HW2132
 HW2132                          STATION RECOVERY (1983)
 HW2132
 HW2132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2132'RECOVERED IN GOOD CONDITION.
 HW2132
 HW2132                          STATION RECOVERY (1983)
 HW2132
 HW2132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2096 ***********************************************************************
 HW2096  DESIGNATION -  V 281
 HW2096  PID         -  HW2096
 HW2096  STATE/COUNTY-  WV/RANDOLPH
 HW2096  USGS QUAD   -  WILDELL (1995)
 HW2096
 HW2096                         *CURRENT SURVEY CONTROL
 HW2096  ___________________________________________________________________
 HW2096* NAD 83(1986)-  38 38 16.     (N)    079 51 50.     (W)     SCALED    
 HW2096* NAVD 88     -      1075.001  (meters)    3526.90   (feet)  ADJUSTED  
 HW2096  ___________________________________________________________________
 HW2096  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HW2096  DYNAMIC HT  -        1074.126 (meters)    3524.03  (feet)  COMP
 HW2096  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 HW2096
 HW2096  VERT ORDER  -  SECOND    CLASS 0
 HW2096
 HW2096.The horizontal coordinates were scaled from a topographic map and have
 HW2096.an estimated accuracy of +/- 6 seconds.
 HW2096
 HW2096.The orthometric height was determined by differential leveling
 HW2096.and adjusted by the National Geodetic Survey in June 1991..
 HW2096
 HW2096.The geoid height was determined by GEOID03.
 HW2096
 HW2096.The dynamic height is computed by dividing the NAVD 88
 HW2096.geopotential number by the normal gravity value computed on the
 HW2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2096.degrees latitude (g = 980.6199 gals.).
 HW2096
 HW2096.The modeled gravity was interpolated from observed gravity values.
 HW2096
 HW2096;                    North         East    Units  Estimated Accuracy
 HW2096;SPC WV S     -   182,390.      698,910.      MT  (+/- 180 meters Scaled)
 HW2096
 HW2096                          SUPERSEDED SURVEY CONTROL
 HW2096
 HW2096  NGVD 29 (??/??/92) 1075.078  (m)         3527.15   (f) ADJ UNCH    2 0
 HW2096
 HW2096.Superseded values are not recommended for survey control.
 HW2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2096.See file dsdata.txt to determine how the superseded data were derived.
 HW2096
 HW2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC988771(NAD 83)
 HW2096_MARKER: DB = BENCH MARK DISK
 HW2096_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2096_STAMPING: V 281 1962
 HW2096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2096
 HW2096  HISTORY     - Date     Condition        Report By
 HW2096  HISTORY     - 1962     MONUMENTED       CGS
 HW2096
 HW2096                          STATION DESCRIPTION
 HW2096
 HW2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2096'2.7 MI NE FROM CHEAT BRIDGE.
 HW2096'ABOUT 2.7 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN
 HW2096'MARYLAND RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT
 HW2096'BRIDGE, SET ON TOP OF AN EMBEDDED ROCK THAT IS ABOUT 5-BY
 HW2096'8-FOOT LONG AND 3-FOOT HIGH, AT THE SOUTHWEST CORNER OF THE
 HW2096'ROCK, 84 FEET EAST OF MILEPOST C 21, 16 FEET SOUTHEAST OF THE
 HW2096'SOUTHEAST RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0100 ***********************************************************************
 HX0100  DESIGNATION -  V 282
 HX0100  PID         -  HX0100
 HX0100  STATE/COUNTY-  WV/UPSHUR
 HX0100  USGS QUAD   -  BUCKHANNON (1989)
 HX0100
 HX0100                         *CURRENT SURVEY CONTROL
 HX0100  ___________________________________________________________________
 HX0100* NAD 83(1986)-  38 54 12.     (N)    080 09 59.     (W)     SCALED    
 HX0100* NAVD 88     -       552.242  (meters)    1811.81   (feet)  ADJUSTED  
 HX0100  ___________________________________________________________________
 HX0100  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HX0100  DYNAMIC HT  -         551.868 (meters)    1810.59  (feet)  COMP
 HX0100  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 HX0100
 HX0100  VERT ORDER  -  SECOND    CLASS 0
 HX0100
 HX0100.The horizontal coordinates were scaled from a topographic map and have
 HX0100.an estimated accuracy of +/- 6 seconds.
 HX0100
 HX0100.The orthometric height was determined by differential leveling
 HX0100.and adjusted by the National Geodetic Survey in June 1991..
 HX0100
 HX0100.The geoid height was determined by GEOID03.
 HX0100
 HX0100.The dynamic height is computed by dividing the NAVD 88
 HX0100.geopotential number by the normal gravity value computed on the
 HX0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0100.degrees latitude (g = 980.6199 gals.).
 HX0100
 HX0100.The modeled gravity was interpolated from observed gravity values.
 HX0100
 HX0100;                    North         East    Units  Estimated Accuracy
 HX0100;SPC WV S     -   211,580.      672,310.      MT  (+/- 180 meters Scaled)
 HX0100
 HX0100                          SUPERSEDED SURVEY CONTROL
 HX0100
 HX0100  NGVD 29 (??/??/92)  552.421  (m)         1812.40   (f) ADJ UNCH    2 0
 HX0100
 HX0100.Superseded values are not recommended for survey control.
 HX0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0100.See file dsdata.txt to determine how the superseded data were derived.
 HX0100
 HX0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND722063(NAD 83)
 HX0100_MARKER: DB = BENCH MARK DISK
 HX0100_SETTING: 66 = SET IN ROCK OUTCROP
 HX0100_SP_SET: ROCK LEDGE
 HX0100_STAMPING: V 282 1962
 HX0100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0100+STABILITY: POSITION/ELEVATION WELL
 HX0100
 HX0100  HISTORY     - Date     Condition        Report By
 HX0100  HISTORY     - 1962     MONUMENTED       CGS
 HX0100
 HX0100                          STATION DESCRIPTION
 HX0100
 HX0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0100'1 MI SE FROM TALLMANSVILLE.
 HX0100'ABOUT 0.95 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX0100'OFFICE AT TALLMANSVILLE, ABOUT 0.2 MILE NORTHWEST OF THE
 HX0100'TALLMANSVILLE BAPTIST CHURCH, SET VERTICALLY IN THE SOUTHWEST
 HX0100'FACE OF A ROCK LEDGE THAT IS ABOUT 33-FOOT LONG AND 4-FOOT HIGH,
 HX0100'10 FEET SOUTHEAST OF THE NORTHWEST END OF THE LEDGE, 18 FEET
 HX0100'NORTHEAST OF THE CENTER LINE OF THE ROAD, 82 FEET SOUTH OF A
 HX0100'TELEPHONE POLE 417-57, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HX0100'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0385 ***********************************************************************
 GX0385  DESIGNATION -  V 283
 GX0385  PID         -  GX0385
 GX0385  STATE/COUNTY-  WV/MERCER
 GX0385  USGS QUAD   -  OAKVALE (1977)
 GX0385
 GX0385                         *CURRENT SURVEY CONTROL
 GX0385  ___________________________________________________________________
 GX0385* NAD 83(1986)-  37 20 57.     (N)    080 54 40.     (W)     SCALED    
 GX0385* NAVD 88     -       505.683  (meters)    1659.06   (feet)  ADJUSTED  
 GX0385  ___________________________________________________________________
 GX0385  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX0385  DYNAMIC HT  -         505.252 (meters)    1657.65  (feet)  COMP
 GX0385  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 GX0385
 GX0385  VERT ORDER  -  FIRST     CLASS II
 GX0385
 GX0385.The horizontal coordinates were scaled from a topographic map and have
 GX0385.an estimated accuracy of +/- 6 seconds.
 GX0385
 GX0385.The orthometric height was determined by differential leveling
 GX0385.and adjusted by the National Geodetic Survey in June 1991..
 GX0385
 GX0385.The geoid height was determined by GEOID03.
 GX0385
 GX0385.The dynamic height is computed by dividing the NAVD 88
 GX0385.geopotential number by the normal gravity value computed on the
 GX0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0385.degrees latitude (g = 980.6199 gals.).
 GX0385
 GX0385.The modeled gravity was interpolated from observed gravity values.
 GX0385
 GX0385;                    North         East    Units  Estimated Accuracy
 GX0385;SPC WV S     -    38,760.      607,880.      MT  (+/- 180 meters Scaled)
 GX0385
 GX0385                          SUPERSEDED SURVEY CONTROL
 GX0385
 GX0385  NGVD 29 (??/??/92)  505.809  (m)         1659.47   (f) ADJ UNCH    1 2
 GX0385
 GX0385.Superseded values are not recommended for survey control.
 GX0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0385.See file dsdata.txt to determine how the superseded data were derived.
 GX0385
 GX0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB078336(NAD 83)
 GX0385_MARKER: DB = BENCH MARK DISK
 GX0385_SETTING: 66 = SET IN ROCK OUTCROP
 GX0385_SP_SET: ROCK LEDGE
 GX0385_STAMPING: V 283 1965
 GX0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0385+STABILITY: POSITION/ELEVATION WELL
 GX0385
 GX0385  HISTORY     - Date     Condition        Report By
 GX0385  HISTORY     - 1965     MONUMENTED       CGS
 GX0385  HISTORY     - 1980     GOOD             LOCSUR
 GX0385  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0385
 GX0385                          STATION DESCRIPTION
 GX0385
 GX0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX0385'3 MI E FROM OAKVALE.
 GX0385'3.0 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0385'STATION AT OAKVALE, 8 RAILS WEST OF MILEPOST N-344, SET IN THE
 GX0385'TOP OF A NARROW LEDGE LOCATED AT THE BASE ALMOST DIRECTLY IN
 GX0385'THE CENTER OF A SLOPING ROCK THAT PROJECTS FROM THE MOUNTAIN SIDE,
 GX0385'52 1/2 FEET WEST OF THE WEST END OF A SLIDE PROTECTING FENCE, 12.1
 GX0385'FEET SOUTH OF THE SOUTH RAIL AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 GX0385'THE TRACK.
 GX0385
 GX0385                          STATION RECOVERY (1980)
 GX0385
 GX0385'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0385'RECOVERED IN GOOD CONDITION.
 GX0385
 GX0385                          STATION RECOVERY (1984)
 GX0385
 GX0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0385'NOT RECOVERED, NOT ACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2155 ***********************************************************************
 HW2155  DESIGNATION -  V 3
 HW2155  PID         -  HW2155
 HW2155  STATE/COUNTY-  WV/POCAHONTAS
 HW2155  USGS QUAD   -  CASS (1995)
 HW2155
 HW2155                         *CURRENT SURVEY CONTROL
 HW2155  ___________________________________________________________________
 HW2155* NAD 83(1986)-  38 22 45.     (N)    079 55 16.     (W)     SCALED    
 HW2155* NAVD 88     -       735.055  (meters)    2411.59   (feet)  ADJUSTED  
 HW2155  ___________________________________________________________________
 HW2155  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HW2155  DYNAMIC HT  -         734.466 (meters)    2409.66  (feet)  COMP
 HW2155  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 HW2155
 HW2155  VERT ORDER  -  FIRST     CLASS II
 HW2155
 HW2155.The horizontal coordinates were scaled from a topographic map and have
 HW2155.an estimated accuracy of +/- 6 seconds.
 HW2155
 HW2155.The orthometric height was determined by differential leveling
 HW2155.and adjusted by the National Geodetic Survey in June 1991..
 HW2155
 HW2155.The geoid height was determined by GEOID03.
 HW2155
 HW2155.The dynamic height is computed by dividing the NAVD 88
 HW2155.geopotential number by the normal gravity value computed on the
 HW2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2155.degrees latitude (g = 980.6199 gals.).
 HW2155
 HW2155.The modeled gravity was interpolated from observed gravity values.
 HW2155
 HW2155;                    North         East    Units  Estimated Accuracy
 HW2155;SPC WV S     -   153,620.      694,260.      MT  (+/- 180 meters Scaled)
 HW2155
 HW2155                          SUPERSEDED SURVEY CONTROL
 HW2155
 HW2155  NGVD 29 (??/??/92)  735.129  (m)         2411.84   (f) ADJ UNCH    1 2
 HW2155
 HW2155.Superseded values are not recommended for survey control.
 HW2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2155.See file dsdata.txt to determine how the superseded data were derived.
 HW2155
 HW2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC942484(NAD 83)
 HW2155_MARKER: DB = BENCH MARK DISK
 HW2155_SETTING: 66 = SET IN ROCK OUTCROP
 HW2155_SP_SET: ROCK CLIFF
 HW2155_STAMPING: V 3 1933
 HW2155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2155+STABILITY: POSITION/ELEVATION WELL
 HW2155
 HW2155  HISTORY     - Date     Condition        Report By
 HW2155  HISTORY     - 1933     MONUMENTED       CGS
 HW2155  HISTORY     - 1962     GOOD             NGS
 HW2155  HISTORY     - 20050806 GOOD             GEOCAC
 HW2155
 HW2155                          STATION DESCRIPTION
 HW2155
 HW2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW2155'1.6 MI S FROM CASS.
 HW2155'ABOUT 1.60 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HW2155'FROM THE STATION AT CASS, SET VERTICALLY IN THE NORTHEAST
 HW2155'FACE OF A ROCK CLIFF ABOUT 0.3 MILE LONG, ABOUT 0.1 MILE
 HW2155'NORTHWEST OF THE SOUTHEAST END OF THE ROCK CLIFF, 10 1/2 FEET
 HW2155'SOUTHWEST OF THE SOUTHWEST RAIL, 4 1/2 FEET ABOVE THE GROUND,
 HW2155'AND ABOUT 2 1/2 FEET ABOVE THE TRACK.
 HW2155
 HW2155                          STATION RECOVERY (2005)
 HW2155
 HW2155'RECOVERY NOTE BY GEOCACHING 2005 (KAG)
 HW2155'THE RAIL HAS BEEN PULLED AND THE THROUGHWAY IS NOW THE GREENBRIAR
 HW2155'RIVER TRAIL BUT OTHERWISE THE DESECRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2007 ***********************************************************************
 HW2007  DESIGNATION -  V 31
 HW2007  PID         -  HW2007
 HW2007  STATE/COUNTY-  WV/RANDOLPH
 HW2007  USGS QUAD   -  ELKINS (1995)
 HW2007
 HW2007                         *CURRENT SURVEY CONTROL
 HW2007  ___________________________________________________________________
 HW2007* NAD 83(1986)-  38 59 22.     (N)    079 49 57.     (W)     SCALED    
 HW2007* NAVD 88     -       589.626  (meters)    1934.46   (feet)  ADJUSTED  
 HW2007  ___________________________________________________________________
 HW2007  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HW2007  DYNAMIC HT  -         589.209 (meters)    1933.10  (feet)  COMP
 HW2007  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 HW2007
 HW2007  VERT ORDER  -  SECOND    CLASS 0
 HW2007
 HW2007.The horizontal coordinates were scaled from a topographic map and have
 HW2007.an estimated accuracy of +/- 6 seconds.
 HW2007
 HW2007.The orthometric height was determined by differential leveling
 HW2007.and adjusted by the National Geodetic Survey in June 1991..
 HW2007
 HW2007.The geoid height was determined by GEOID03.
 HW2007
 HW2007.The dynamic height is computed by dividing the NAVD 88
 HW2007.geopotential number by the normal gravity value computed on the
 HW2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2007.degrees latitude (g = 980.6199 gals.).
 HW2007
 HW2007.The modeled gravity was interpolated from observed gravity values.
 HW2007
 HW2007;                    North         East    Units  Estimated Accuracy
 HW2007;SPC WV S     -   221,450.      701,150.      MT  (+/- 180 meters Scaled)
 HW2007
 HW2007                          SUPERSEDED SURVEY CONTROL
 HW2007
 HW2007  NGVD 29 (??/??/92)  589.793  (m)         1935.01   (f) ADJ UNCH    2 0
 HW2007
 HW2007.Superseded values are not recommended for survey control.
 HW2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2007.See file dsdata.txt to determine how the superseded data were derived.
 HW2007
 HW2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD011162(NAD 83)
 HW2007_MARKER: DB = BENCH MARK DISK
 HW2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2007_STAMPING: V 31 1935
 HW2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2007+STABILITY: SURFACE MOTION
 HW2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW2007+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 HW2007
 HW2007  HISTORY     - Date     Condition        Report By
 HW2007  HISTORY     - 1935     MONUMENTED       CGS
 HW2007  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2007  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2007  HISTORY     - 20030425 GOOD             GEOCAC
 HW2007
 HW2007                          STATION DESCRIPTION
 HW2007
 HW2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW2007'2 MI S FROM KERENS.
 HW2007'2.0 MILES SOUTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW2007'STATION AT KERENS, RANDOLPH COUNTY, 0.3 MILE NORTH OF MILEPOST
 HW2007'C 107, 330 FEET NORTH OF A SWITCH STAND, 45 FEET EAST OF THE
 HW2007'CENTERLINE OF THE MAIN TRACK, AND 14 FEET NORTH OF THE NORTH
 HW2007'SIDE OF A GARAGE.  A STANDARD DISK, STAMPED V 31 1935 AND SET
 HW2007'IN THE TOP OF A CONCRETE POST.
 HW2007
 HW2007                          STATION RECOVERY (1983)
 HW2007
 HW2007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2007'MARK NOT FOUND.
 HW2007
 HW2007                          STATION RECOVERY (1983)
 HW2007
 HW2007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2007'MARK NOT FOUND.
 HW2007
 HW2007                          STATION RECOVERY (2003)
 HW2007
 HW2007'RECOVERY NOTE BY GEOCACHING 2003 (DSH)
 HW2007'THE RAIL ROAD IS NOW A HIKING TRAIL.  THE SWITCH STAND AND GARAGE ARE
 HW2007'NO LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2975 ***********************************************************************
 KY2975  DESIGNATION -  V 312
 KY2975  PID         -  KY2975
 KY2975  STATE/COUNTY-  WV/OHIO
 KY2975  USGS QUAD   -  WHEELING (1994)
 KY2975
 KY2975                         *CURRENT SURVEY CONTROL
 KY2975  ___________________________________________________________________
 KY2975* NAD 83(1986)-  40 07 23.     (N)    080 41 57.     (W)     SCALED    
 KY2975* NAVD 88     -       208.996  (meters)     685.68   (feet)  ADJUSTED  
 KY2975  ___________________________________________________________________
 KY2975  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY2975  DYNAMIC HT  -         208.883 (meters)     685.31  (feet)  COMP
 KY2975  MODELED GRAV-     980,079.8   (mgal)                       NAVD 88
 KY2975
 KY2975  VERT ORDER  -  FIRST     CLASS II
 KY2975
 KY2975.The horizontal coordinates were scaled from a topographic map and have
 KY2975.an estimated accuracy of +/- 6 seconds.
 KY2975
 KY2975.The orthometric height was determined by differential leveling
 KY2975.and adjusted by the National Geodetic Survey in June 1991..
 KY2975
 KY2975.The geoid height was determined by GEOID03.
 KY2975
 KY2975.The dynamic height is computed by dividing the NAVD 88
 KY2975.geopotential number by the normal gravity value computed on the
 KY2975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2975.degrees latitude (g = 980.6199 gals.).
 KY2975
 KY2975.The modeled gravity was interpolated from observed gravity values.
 KY2975
 KY2975;                    North         East    Units  Estimated Accuracy
 KY2975;SPC WV N     -   180,870.      497,790.      MT  (+/- 180 meters Scaled)
 KY2975
 KY2975                          SUPERSEDED SURVEY CONTROL
 KY2975
 KY2975.No superseded survey control is available for this station.
 KY2975
 KY2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE256414(NAD 83)
 KY2975_MARKER: DB = BENCH MARK DISK
 KY2975_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY2975_SP_SET: BRIDGE ABUTMENT
 KY2975_STAMPING: V 312 1983
 KY2975_MARK LOGO: NGS   
 KY2975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2975
 KY2975  HISTORY     - Date     Condition        Report By
 KY2975  HISTORY     - 1983     MONUMENTED       NGS
 KY2975
 KY2975                          STATION DESCRIPTION
 KY2975
 KY2975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2975'IN WHEELING.
 KY2975'IN WHEELING, AT THE JUNCTION OF STATE HIGHWAY 2 (WARWOOD AVENUE) AND
 KY2975'NORTH 23RD STREET, NEAR THE WARWOOD PRESBYTERIAN CHURCH, IN TOP OF THE
 KY2975'SOUTHWEST ABUTMENT OF THE HIGHWAY BRIDGE OVER GLENNS RUN, 9.45 METERS
 KY2975'(31.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 KY2975'16.79 METERS (55.1 FT) NORTH-NORTHWEST OF THE CENTER OF NORTH 23RD
 KY2975'STREET, 1.58 METERS (5.2 FT) WEST-SOUTHWEST OF A CHAIN LINK FENCE.
 KY2975'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1743 ***********************************************************************
 JX1743  DESIGNATION -  V 314
 JX1743  PID         -  JX1743
 JX1743  STATE/COUNTY-  WV/RITCHIE
 JX1743  USGS QUAD   -  CAIRO (1986)
 JX1743
 JX1743                         *CURRENT SURVEY CONTROL
 JX1743  ___________________________________________________________________
 JX1743* NAD 83(1986)-  39 14 23.     (N)    081 12 47.     (W)     SCALED    
 JX1743* NAVD 88     -       232.333  (meters)     762.25   (feet)  ADJUSTED  
 JX1743  ___________________________________________________________________
 JX1743  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JX1743  DYNAMIC HT  -         232.190 (meters)     761.78  (feet)  COMP
 JX1743  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 JX1743
 JX1743  VERT ORDER  -  FIRST     CLASS II
 JX1743
 JX1743.The horizontal coordinates were scaled from a topographic map and have
 JX1743.an estimated accuracy of +/- 6 seconds.
 JX1743
 JX1743.The orthometric height was determined by differential leveling
 JX1743.and adjusted by the National Geodetic Survey in June 1991..
 JX1743
 JX1743.The geoid height was determined by GEOID03.
 JX1743
 JX1743.The dynamic height is computed by dividing the NAVD 88
 JX1743.geopotential number by the normal gravity value computed on the
 JX1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1743.degrees latitude (g = 980.6199 gals.).
 JX1743
 JX1743.The modeled gravity was interpolated from observed gravity values.
 JX1743
 JX1743;                    North         East    Units  Estimated Accuracy
 JX1743;SPC WV N     -    83,530.      452,120.      MT  (+/- 180 meters Scaled)
 JX1743
 JX1743                          SUPERSEDED SURVEY CONTROL
 JX1743
 JX1743.No superseded survey control is available for this station.
 JX1743
 JX1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD816434(NAD 83)
 JX1743_MARKER: DB = BENCH MARK DISK
 JX1743_SETTING: 66 = SET IN ROCK OUTCROP
 JX1743_SP_SET: ROCK OUTCROP
 JX1743_STAMPING: V 314 1983
 JX1743_MARK LOGO: NGS   
 JX1743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1743+STABILITY: POSITION/ELEVATION WELL
 JX1743
 JX1743  HISTORY     - Date     Condition        Report By
 JX1743  HISTORY     - 1983     MONUMENTED       NGS
 JX1743
 JX1743                          STATION DESCRIPTION
 JX1743
 JX1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1743'15.0 KM (9.35 MI) WEST FROM ELLENBORO.
 JX1743'15.0 KM (9.35 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1743'STATE HIGHWAY 16 IN ELLENBORO TO THE MARK ON THE LEFT, 14.7 METERS
 JX1743'(48.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF THE
 JX1743'HIGHWAY.
 JX1743'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 JX1743'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1808 ***********************************************************************
 JX1808  DESIGNATION -  V 315
 JX1808  PID         -  JX1808
 JX1808  STATE/COUNTY-  WV/MONONGALIA
 JX1808  USGS QUAD   -  RIVESVILLE (1976)
 JX1808
 JX1808                         *CURRENT SURVEY CONTROL
 JX1808  ___________________________________________________________________
 JX1808* NAD 83(1986)-  39 31 46.     (N)    080 00 14.     (W)     SCALED    
 JX1808* NAVD 88     -       389.514  (meters)    1277.93   (feet)  ADJUSTED  
 JX1808  ___________________________________________________________________
 JX1808  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JX1808  DYNAMIC HT  -         389.273 (meters)    1277.14  (feet)  COMP
 JX1808  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 JX1808
 JX1808  VERT ORDER  -  FIRST     CLASS II
 JX1808
 JX1808.The horizontal coordinates were scaled from a topographic map and have
 JX1808.an estimated accuracy of +/- 6 seconds.
 JX1808
 JX1808.The orthometric height was determined by differential leveling
 JX1808.and adjusted by the National Geodetic Survey in June 1991..
 JX1808
 JX1808.The geoid height was determined by GEOID03.
 JX1808
 JX1808.The dynamic height is computed by dividing the NAVD 88
 JX1808.geopotential number by the normal gravity value computed on the
 JX1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1808.degrees latitude (g = 980.6199 gals.).
 JX1808
 JX1808.The modeled gravity was interpolated from observed gravity values.
 JX1808
 JX1808;                    North         East    Units  Estimated Accuracy
 JX1808;SPC WV N     -   114,410.      556,680.      MT  (+/- 180 meters Scaled)
 JX1808
 JX1808                          SUPERSEDED SURVEY CONTROL
 JX1808
 JX1808.No superseded survey control is available for this station.
 JX1808
 JX1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND856760(NAD 83)
 JX1808_MARKER: DB = BENCH MARK DISK
 JX1808_SETTING: 66 = SET IN ROCK OUTCROP
 JX1808_SP_SET: ROCK OUTCROP
 JX1808_STAMPING: V 315 1983
 JX1808_MARK LOGO: NGS   
 JX1808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1808+STABILITY: POSITION/ELEVATION WELL
 JX1808
 JX1808  HISTORY     - Date     Condition        Report By
 JX1808  HISTORY     - 1983     MONUMENTED       NGS
 JX1808
 JX1808                          STATION DESCRIPTION
 JX1808
 JX1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1808'12.6 KM (7.85 MI) SSW FROM MORGANTOWN.
 JX1808'12.6 KM (7.85 MI) SOUTH-SOUTHWEST ALONG INTERSTATE 79 FROM THE SOUTH
 JX1808'END OF THE INTERSTATE BRIDGE OVER STATE HIGHWAY 19 IN MORGANTOWN TO
 JX1808'THE MARK ON THE RIGHT, IN TOP OF THE BASE OF A 91.44-METER (300.0-FT)
 JX1808'ROCK CUT, ALSO 13.2 KM (8.2 MI) NORTHEAST ALONG INTERSTATE 79 FROM THE
 JX1808'NORTHEAST END OF THE INTERSTATE BRIDGE OVER STATE HIGHWAY 310 IN
 JX1808'FAIRMONT, 12.03 METERS (39.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 JX1808'NORTHEASTBOUND LANE OF THE HIGHWAY, 16.80 METERS (55.0 FT) NORTHEAST
 JX1808'OF THE SOUTHWEST END OF THE ROCK CUT.
 JX1808'THE MARK IS 0.40 METERS  NE FROM A WITNESS POST.
 JX1808'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1700 ***********************************************************************
 JX1700  DESIGNATION -  V 316
 JX1700  PID         -  JX1700
 JX1700  STATE/COUNTY-  WV/TYLER
 JX1700  USGS QUAD   -  NEW MATAMORAS (1994)
 JX1700
 JX1700                         *CURRENT SURVEY CONTROL
 JX1700  ___________________________________________________________________
 JX1700* NAD 83(1986)-  39 32 27.     (N)    081 01 51.     (W)     SCALED    
 JX1700* NAVD 88     -       200.152  (meters)     656.67   (feet)  ADJUSTED  
 JX1700  ___________________________________________________________________
 JX1700  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX1700  DYNAMIC HT  -         200.035 (meters)     656.28  (feet)  COMP
 JX1700  MODELED GRAV-     980,036.5   (mgal)                       NAVD 88
 JX1700
 JX1700  VERT ORDER  -  FIRST     CLASS II
 JX1700
 JX1700.The horizontal coordinates were scaled from a topographic map and have
 JX1700.an estimated accuracy of +/- 6 seconds.
 JX1700
 JX1700.The orthometric height was determined by differential leveling
 JX1700.and adjusted by the National Geodetic Survey in June 1991..
 JX1700
 JX1700.The geoid height was determined by GEOID03.
 JX1700
 JX1700.The dynamic height is computed by dividing the NAVD 88
 JX1700.geopotential number by the normal gravity value computed on the
 JX1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1700.degrees latitude (g = 980.6199 gals.).
 JX1700
 JX1700.The modeled gravity was interpolated from observed gravity values.
 JX1700
 JX1700;                    North         East    Units  Estimated Accuracy
 JX1700;SPC WV N     -   116,670.      468,420.      MT  (+/- 180 meters Scaled)
 JX1700
 JX1700                          SUPERSEDED SURVEY CONTROL
 JX1700
 JX1700.No superseded survey control is available for this station.
 JX1700
 JX1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD973767(NAD 83)
 JX1700_MARKER: DB = BENCH MARK DISK
 JX1700_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JX1700_SP_SET: RETAINING WALL
 JX1700_STAMPING: V 316 1983
 JX1700_MARK LOGO: NGS   
 JX1700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1700
 JX1700  HISTORY     - Date     Condition        Report By
 JX1700  HISTORY     - 1983     MONUMENTED       NGS
 JX1700
 JX1700                          STATION DESCRIPTION
 JX1700
 JX1700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1700'3.9 KM (2.45 MI) NE FROM FRIENDLY.
 JX1700'3.9 KM (2.45 MI) NORTHEAST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 JX1700'IN FRIENDLY TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHWEST END OF A
 JX1700'CONCRETE RETAINING WALL, 11.52 METERS (37.8 FT) NORTH-NORTHWEST OF THE
 JX1700'CENTERLINE OF THE HIGHWAY, 18.68 METERS (61.3 FT) SOUTHWEST OF UTILITY
 JX1700'POLE 2108, 6.95 METERS (22.8 FT) NORTH-NORTHWEST OF A STEEL GUARDRAIL.
 JX1700'THE MARK IS 0.69 METERS  NW FROM A WITNESS POST.
 JX1700'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1121 ***********************************************************************
 JW1121  DESIGNATION -  V 317
 JW1121  PID         -  JW1121
 JW1121  STATE/COUNTY-  WV/PRESTON
 JW1121  USGS QUAD   -  KINGWOOD (1976)
 JW1121
 JW1121                         *CURRENT SURVEY CONTROL
 JW1121  ___________________________________________________________________
 JW1121* NAD 83(1986)-  39 23 34.     (N)    079 42 06.     (W)     SCALED    
 JW1121* NAVD 88     -       414.952  (meters)    1361.39   (feet)  ADJUSTED  
 JW1121  ___________________________________________________________________
 JW1121  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JW1121  DYNAMIC HT  -         414.686 (meters)    1360.52  (feet)  COMP
 JW1121  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 JW1121
 JW1121  VERT ORDER  -  FIRST     CLASS II
 JW1121
 JW1121.The horizontal coordinates were scaled from a topographic map and have
 JW1121.an estimated accuracy of +/- 6 seconds.
 JW1121
 JW1121.The orthometric height was determined by differential leveling
 JW1121.and adjusted by the National Geodetic Survey in June 1991..
 JW1121
 JW1121.The geoid height was determined by GEOID03.
 JW1121
 JW1121.The dynamic height is computed by dividing the NAVD 88
 JW1121.geopotential number by the normal gravity value computed on the
 JW1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1121.degrees latitude (g = 980.6199 gals.).
 JW1121
 JW1121.The modeled gravity was interpolated from observed gravity values.
 JW1121
 JW1121;                    North         East    Units  Estimated Accuracy
 JW1121;SPC WV N     -    99,130.      582,630.      MT  (+/- 180 meters Scaled)
 JW1121
 JW1121                          SUPERSEDED SURVEY CONTROL
 JW1121
 JW1121.No superseded survey control is available for this station.
 JW1121
 JW1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD118611(NAD 83)
 JW1121_MARKER: DB = BENCH MARK DISK
 JW1121_SETTING: 66 = SET IN ROCK OUTCROP
 JW1121_SP_SET: ROCK OUTCROP
 JW1121_STAMPING: V 317 1983
 JW1121_MARK LOGO: NGS   
 JW1121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1121+STABILITY: POSITION/ELEVATION WELL
 JW1121
 JW1121  HISTORY     - Date     Condition        Report By
 JW1121  HISTORY     - 1983     MONUMENTED       NGS
 JW1121
 JW1121                          STATION DESCRIPTION
 JW1121
 JW1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1121'7.2 KM (4.5 MI) NORTH FROM ROWLESBURG.
 JW1121'7.2 KM (4.5 MI) NORTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1121'ELEMENTARY SCHOOL IN ROWLESBURG TO THE MARK ON THE LEFT, IN THE BASE
 JW1121'OF A ROCK OUTCROP, 1.1 KM (0.7 MI) NORTH OF HIGHWAY MILE MARKER 12,
 JW1121'8.8 METERS (29.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 JW1121'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 JW1121'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1724 ***********************************************************************
 JX1724  DESIGNATION -  V 319
 JX1724  PID         -  JX1724
 JX1724  STATE/COUNTY-  WV/WOOD
 JX1724  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1724
 JX1724                         *CURRENT SURVEY CONTROL
 JX1724  ___________________________________________________________________
 JX1724* NAD 83(1986)-  39 13 01.     (N)    081 30 16.     (W)     SCALED    
 JX1724* NAVD 88     -       228.835  (meters)     750.77   (feet)  ADJUSTED  
 JX1724  ___________________________________________________________________
 JX1724  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1724  DYNAMIC HT  -         228.693 (meters)     750.30  (feet)  COMP
 JX1724  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 JX1724
 JX1724  VERT ORDER  -  FIRST     CLASS II
 JX1724
 JX1724.The horizontal coordinates were scaled from a topographic map and have
 JX1724.an estimated accuracy of +/- 6 seconds.
 JX1724
 JX1724.The orthometric height was determined by differential leveling
 JX1724.and adjusted by the National Geodetic Survey in June 1991..
 JX1724
 JX1724.The geoid height was determined by GEOID03.
 JX1724
 JX1724.The dynamic height is computed by dividing the NAVD 88
 JX1724.geopotential number by the normal gravity value computed on the
 JX1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1724.degrees latitude (g = 980.6199 gals.).
 JX1724
 JX1724.The modeled gravity was interpolated from observed gravity values.
 JX1724
 JX1724;                    North         East    Units  Estimated Accuracy
 JX1724;SPC WV N     -    81,520.      426,910.      MT  (+/- 180 meters Scaled)
 JX1724
 JX1724                          SUPERSEDED SURVEY CONTROL
 JX1724
 JX1724.No superseded survey control is available for this station.
 JX1724
 JX1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD564409(NAD 83)
 JX1724_MARKER: I = METAL ROD
 JX1724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1724_SP_SET: STAINLESS STEEL ROD
 JX1724_STAMPING: V 319 1983
 JX1724_MARK LOGO: NGS   
 JX1724_PROJECTION: FLUSH
 JX1724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1724_ROD/PIPE-DEPTH: 4.8  meters
 JX1724
 JX1724  HISTORY     - Date     Condition        Report By
 JX1724  HISTORY     - 1983     MONUMENTED       NGS
 JX1724
 JX1724                          STATION DESCRIPTION
 JX1724
 JX1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1724'IN SOUTH PARKERSBURG.
 JX1724'IN SOUTH PARKERSBURG, AT THE PARKERSBURG COMMUNITY COLLEGE, IN THE
 JX1724'FRONT LAWN, AT THE EAST ONE OF TWO FLAGPOLES, 7.0 METERS (23.0 FT)
 JX1724'NORTH OF THE NORTH SIDE OF A DRIVEWAY, 16.1 METERS (53.0 FT) NORTH OF
 JX1724'THE CENTER OF A SIDEWALK, 14.4 METERS (47.5 FT) EAST OF THE EAST END
 JX1724'OF A PARKING LOT, 0.45 METER (1.5 FT) NORTH OF THE FLAGPOLE.
 JX1724'THE MARK IS 0.18 M BELOW DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0808 ***********************************************************************
 JW0808  DESIGNATION -  V 32
 JW0808  PID         -  JW0808
 JW0808  STATE/COUNTY-  WV/PRESTON
 JW0808  USGS QUAD   -  NEWBURG (1976)
 JW0808
 JW0808                         *CURRENT SURVEY CONTROL
 JW0808  ___________________________________________________________________
 JW0808* NAD 83(1986)-  39 23 21.     (N)    079 46 00.     (W)     SCALED    
 JW0808* NAVD 88     -       543.977  (meters)    1784.70   (feet)  POSTED    
 JW0808  ___________________________________________________________________
 JW0808  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JW0808  DYNAMIC HT  -         543.620 (meters)    1783.53  (feet)  COMP
 JW0808  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 JW0808
 JW0808  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JW0808
 JW0808.The horizontal coordinates were scaled from a topographic map and have
 JW0808.an estimated accuracy of +/- 6 seconds.
 JW0808
 JW0808.The orthometric height was determined by differential leveling
 JW0808.and adjusted by the National Geodetic Survey in 1992..
 JW0808.No vertical observational check was made to the station.
 JW0808.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JW0808.was located on a no-check spur therefore a value was not computed.
 JW0808
 JW0808.The geoid height was determined by GEOID03.
 JW0808
 JW0808.The dynamic height is computed by dividing the NAVD 88
 JW0808.geopotential number by the normal gravity value computed on the
 JW0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0808.degrees latitude (g = 980.6199 gals.).
 JW0808
 JW0808.The modeled gravity was interpolated from observed gravity values.
 JW0808
 JW0808;                    North         East    Units  Estimated Accuracy
 JW0808;SPC WV N     -    98,750.      577,030.      MT  (+/- 180 meters Scaled)
 JW0808
 JW0808                          SUPERSEDED SURVEY CONTROL
 JW0808
 JW0808  NGVD 29 (??/??/92)  544.159  (m)         1785.30   (f) ADJ UNCH    1 2
 JW0808
 JW0808.Superseded values are not recommended for survey control.
 JW0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0808.See file dsdata.txt to determine how the superseded data were derived.
 JW0808
 JW0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD062606(NAD 83)
 JW0808_MARKER: DB = BENCH MARK DISK
 JW0808_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0808_SP_SET: TUNNEL
 JW0808_STAMPING: V 32 1935
 JW0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0808
 JW0808  HISTORY     - Date     Condition        Report By
 JW0808  HISTORY     - 1935     MONUMENTED       CGS
 JW0808  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0808
 JW0808                          STATION DESCRIPTION
 JW0808
 JW0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0808'1.4 MI W FROM TUNNELTON.
 JW0808'1.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0808'STATION AT TUNNELTON, PRESTON COUNTY, NEAR THE STATION AT WEST
 JW0808'END, IN THE NORTH WALL AT THE WEST END OF KINGWOOD TUNNEL, AND 9
 JW0808'FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK.  A STANDARD
 JW0808'DISK, STAMPED V 32 1935 AND SET VERTICALLY.
 JW0808
 JW0808                          STATION RECOVERY (1983)
 JW0808
 JW0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4096 ***********************************************************************
 JV4096  DESIGNATION -  V 320
 JV4096  PID         -  JV4096
 JV4096  STATE/COUNTY-  WV/JEFFERSON
 JV4096  USGS QUAD   -  MIDDLEWAY (1978)
 JV4096
 JV4096                         *CURRENT SURVEY CONTROL
 JV4096  ___________________________________________________________________
 JV4096* NAD 83(1986)-  39 16 20.     (N)    077 54 41.     (W)     SCALED    
 JV4096* NAVD 88     -       164.024  (meters)     538.14   (feet)  ADJUSTED  
 JV4096  ___________________________________________________________________
 JV4096  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JV4096  DYNAMIC HT  -         163.924 (meters)     537.81  (feet)  COMP
 JV4096  MODELED GRAV-     980,011.3   (mgal)                       NAVD 88
 JV4096
 JV4096  VERT ORDER  -  FIRST     CLASS II
 JV4096
 JV4096.The horizontal coordinates were scaled from a topographic map and have
 JV4096.an estimated accuracy of +/- 6 seconds.
 JV4096
 JV4096.The orthometric height was determined by differential leveling
 JV4096.and adjusted by the National Geodetic Survey in June 1991..
 JV4096
 JV4096.The geoid height was determined by GEOID03.
 JV4096
 JV4096.The dynamic height is computed by dividing the NAVD 88
 JV4096.geopotential number by the normal gravity value computed on the
 JV4096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4096.degrees latitude (g = 980.6199 gals.).
 JV4096
 JV4096.The modeled gravity was interpolated from observed gravity values.
 JV4096
 JV4096;                    North         East    Units  Estimated Accuracy
 JV4096;SPC WV N     -    86,940.      737,070.      MT  (+/- 180 meters Scaled)
 JV4096
 JV4096                          SUPERSEDED SURVEY CONTROL
 JV4096
 JV4096.No superseded survey control is available for this station.
 JV4096
 JV4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ488510(NAD 83)
 JV4096_MARKER: DB = BENCH MARK DISK
 JV4096_SETTING: 66 = SET IN ROCK OUTCROP
 JV4096_SP_SET: ROCK OUTCROP
 JV4096_STAMPING: V 320 1983
 JV4096_MARK LOGO: NGS   
 JV4096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4096+STABILITY: POSITION/ELEVATION WELL
 JV4096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV4096+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 JV4096
 JV4096  HISTORY     - Date     Condition        Report By
 JV4096  HISTORY     - 1983     MONUMENTED       NGS
 JV4096  HISTORY     - 20050318 GOOD             JCLS
 JV4096  HISTORY     - 20050318 GOOD             JCLS
 JV4096
 JV4096                          STATION DESCRIPTION
 JV4096
 JV4096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4096'4.3 KM (2.7 MI) SW FROM CHARLES TOWN.
 JV4096'4.3 KM (2.7 MI) SOUTHWEST ALONG COUNTY ROAD 13 FROM THE JUNCTION OF
 JV4096'STATE HIGHWAY 51 IN CHARLES TOWN TO THE MARK ON THE RIGHT, IN A ROCK
 JV4096'OUTCROP, 5.1 METERS (17.0 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD,
 JV4096'13.1 METERS (43.0 FT) SOUTHWEST OF POWER POLE M83797 WITH A
 JV4096'TRANSFORMER, 0.60 METER (2.0 FT) SOUTHEAST OF A WOOD FENCE.
 JV4096'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 JV4096'THE MARK IS ABOVE LEVEL WITH ROAD.
 JV4096
 JV4096                          STATION RECOVERY (2005)
 JV4096
 JV4096'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 JV4096'RECOVERED IN GOOD CONDITION.
 JV4096
 JV4096                          STATION RECOVERY (2005)
 JV4096
 JV4096'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 JV4096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1097 ***********************************************************************
 JW1097  DESIGNATION -  V 322
 JW1097  PID         -  JW1097
 JW1097  STATE/COUNTY-  WV/BARBOUR
 JW1097  USGS QUAD   -  BELINGTON (1976)
 JW1097
 JW1097                         *CURRENT SURVEY CONTROL
 JW1097  ___________________________________________________________________
 JW1097* NAD 83(1986)-  39 00 32.     (N)    079 56 16.     (W)     SCALED    
 JW1097* NAVD 88     -       533.991  (meters)    1751.94   (feet)  ADJUSTED  
 JW1097  ___________________________________________________________________
 JW1097  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JW1097  DYNAMIC HT  -         533.620 (meters)    1750.72  (feet)  COMP
 JW1097  MODELED GRAV-     979,916.0   (mgal)                       NAVD 88
 JW1097
 JW1097  VERT ORDER  -  FIRST     CLASS II
 JW1097
 JW1097.The horizontal coordinates were scaled from a topographic map and have
 JW1097.an estimated accuracy of +/- 6 seconds.
 JW1097
 JW1097.The orthometric height was determined by differential leveling
 JW1097.and adjusted by the National Geodetic Survey in June 1991..
 JW1097
 JW1097.The geoid height was determined by GEOID03.
 JW1097
 JW1097.The dynamic height is computed by dividing the NAVD 88
 JW1097.geopotential number by the normal gravity value computed on the
 JW1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1097.degrees latitude (g = 980.6199 gals.).
 JW1097
 JW1097.The modeled gravity was interpolated from observed gravity values.
 JW1097
 JW1097;                    North         East    Units  Estimated Accuracy
 JW1097;SPC WV N     -    56,590.      562,080.      MT  (+/- 180 meters Scaled)
 JW1097
 JW1097                          SUPERSEDED SURVEY CONTROL
 JW1097
 JW1097.No superseded survey control is available for this station.
 JW1097
 JW1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND919183(NAD 83)
 JW1097_MARKER: DB = BENCH MARK DISK
 JW1097_SETTING: 66 = SET IN ROCK OUTCROP
 JW1097_SP_SET: ROCK OUTCROP
 JW1097_STAMPING: V 322 1983
 JW1097_MARK LOGO: NGS   
 JW1097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1097+STABILITY: POSITION/ELEVATION WELL
 JW1097
 JW1097  HISTORY     - Date     Condition        Report By
 JW1097  HISTORY     - 1983     MONUMENTED       NGS
 JW1097
 JW1097                          STATION DESCRIPTION
 JW1097
 JW1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1097'2.0 KM (1.25 MI) SOUTH FROM BELINGTON.
 JW1097'2.0 KM (1.25 MI) SOUTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 JW1097'BELINGTON TO THE MARK ON THE LEFT, SET IN THE TOP OF A LARGE ROCK
 JW1097'OUTCROP, ON THE PROPERTY OF BUDS BODY SHOP, 19.20 METERS (63.0 FT)
 JW1097'EAST OF THE CENTERLINE OF THE HIGHWAY, 13.72 METERS (45.0 FT)
 JW1097'SOUTHEAST OF THE CENTER OF THE DRIVEWAY TO THE BODY SHOP, 2.65 METERS
 JW1097'(8.7 FT) NORTH OF A 46-CM (18-INCH) OAK TREE.
 JW1097'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2809 ***********************************************************************
 HX2809  DESIGNATION -  V 323
 HX2809  PID         -  HX2809
 HX2809  STATE/COUNTY-  WV/GREENBRIER
 HX2809  USGS QUAD   -  DROOP (1995)
 HX2809
 HX2809                         *CURRENT SURVEY CONTROL
 HX2809  ___________________________________________________________________
 HX2809* NAD 83(1986)-  38 01 04.     (N)    080 21 14.     (W)     SCALED    
 HX2809* NAVD 88     -       763.149  (meters)    2503.76   (feet)  ADJUSTED  
 HX2809  ___________________________________________________________________
 HX2809  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX2809  DYNAMIC HT  -         762.525 (meters)    2501.72  (feet)  COMP
 HX2809  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 HX2809
 HX2809  VERT ORDER  -  FIRST     CLASS II
 HX2809
 HX2809.The horizontal coordinates were scaled from a topographic map and have
 HX2809.an estimated accuracy of +/- 6 seconds.
 HX2809
 HX2809.The orthometric height was determined by differential leveling
 HX2809.and adjusted by the National Geodetic Survey in June 1991..
 HX2809
 HX2809.The geoid height was determined by GEOID03.
 HX2809
 HX2809.The dynamic height is computed by dividing the NAVD 88
 HX2809.geopotential number by the normal gravity value computed on the
 HX2809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2809.degrees latitude (g = 980.6199 gals.).
 HX2809
 HX2809.The modeled gravity was interpolated from observed gravity values.
 HX2809
 HX2809;                    North         East    Units  Estimated Accuracy
 HX2809;SPC WV S     -   113,160.      656,730.      MT  (+/- 180 meters Scaled)
 HX2809
 HX2809                          SUPERSEDED SURVEY CONTROL
 HX2809
 HX2809.No superseded survey control is available for this station.
 HX2809
 HX2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC567079(NAD 83)
 HX2809_MARKER: DB = BENCH MARK DISK
 HX2809_SETTING: 66 = SET IN ROCK OUTCROP
 HX2809_SP_SET: ROCK OUTCROP
 HX2809_STAMPING: V 323 1983
 HX2809_MARK LOGO: NGS   
 HX2809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2809+STABILITY: POSITION/ELEVATION WELL
 HX2809
 HX2809  HISTORY     - Date     Condition        Report By
 HX2809  HISTORY     - 1983     MONUMENTED       NGS
 HX2809
 HX2809                          STATION DESCRIPTION
 HX2809
 HX2809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2809'3.1 KM (1.95 MI) NORTH FROM RENICK.
 HX2809'3.1 KM (1.95 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 HX2809'RENICK TO THE MARK ON THE RIGHT, SET VERTICALLY IN THE FACE OF A ROCK
 HX2809'CUT, 6.40 METERS (21.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 HX2809'30.78 METERS (101.0 FT) SOUTHWEST OF HIGHWAY MARKER 29, 3.96 METERS
 HX2809'(13.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE ROCK CUT.
 HX2809'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2800 ***********************************************************************
 HX2800  DESIGNATION -  V 324
 HX2800  PID         -  HX2800
 HX2800  STATE/COUNTY-  WV/POCAHONTAS
 HX2800  USGS QUAD   -  HILLSBORO (1995)
 HX2800
 HX2800                         *CURRENT SURVEY CONTROL
 HX2800  ___________________________________________________________________
 HX2800* NAD 83(1986)-  38 09 46.     (N)    080 10 03.     (W)     SCALED    
 HX2800* NAVD 88     -       694.641  (meters)    2279.00   (feet)  ADJUSTED  
 HX2800  ___________________________________________________________________
 HX2800  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX2800  DYNAMIC HT  -         694.080 (meters)    2277.16  (feet)  COMP
 HX2800  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 HX2800
 HX2800  VERT ORDER  -  FIRST     CLASS II
 HX2800
 HX2800.The horizontal coordinates were scaled from a topographic map and have
 HX2800.an estimated accuracy of +/- 6 seconds.
 HX2800
 HX2800.The orthometric height was determined by differential leveling
 HX2800.and adjusted by the National Geodetic Survey in June 1991..
 HX2800
 HX2800.The geoid height was determined by GEOID03.
 HX2800
 HX2800.The dynamic height is computed by dividing the NAVD 88
 HX2800.geopotential number by the normal gravity value computed on the
 HX2800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2800.degrees latitude (g = 980.6199 gals.).
 HX2800
 HX2800.The modeled gravity was interpolated from observed gravity values.
 HX2800
 HX2800;                    North         East    Units  Estimated Accuracy
 HX2800;SPC WV S     -   129,380.      672,950.      MT  (+/- 180 meters Scaled)
 HX2800
 HX2800                          SUPERSEDED SURVEY CONTROL
 HX2800
 HX2800.No superseded survey control is available for this station.
 HX2800
 HX2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC729242(NAD 83)
 HX2800_MARKER: I = METAL ROD
 HX2800_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HX2800+WITH SETTING: INFORMATION.
 HX2800_SP_SET: SHALLOW SET METAL ROD
 HX2800_STAMPING: V 324 1983
 HX2800_MARK LOGO: NGS   
 HX2800_PROJECTION: FLUSH
 HX2800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2800_ROD/PIPE-DEPTH: 1.3  meters
 HX2800
 HX2800  HISTORY     - Date     Condition        Report By
 HX2800  HISTORY     - 1983     MONUMENTED       NGS
 HX2800
 HX2800                          STATION DESCRIPTION
 HX2800
 HX2800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2800'5.4 KM (3.35 MI) NORTH FROM HILLSBORO.
 HX2800'5.4 KM (3.35 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 HX2800'HILLSBORO TO THE MARK ON THE RIGHT, IN FRONT OF THE MARVIN CHAPEL
 HX2800'UNITED METHODIST CHURCH, 7.16 METERS (23.5 FT) SOUTH OF THE CENTERLINE
 HX2800'OF THE HIGHWAY, 36.27 METERS (119.0 FT) NORTHWEST OF THE NORTHWEST
 HX2800'CORNER OF THE CHURCH, 0.79 METER (2.6 FT) SOUTH OF UTILITY POLE SL 74.
 HX2800'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 HX2800'AND ANCHORED.
 HX2800'THE MARK IS 0.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3199 ***********************************************************************
 GX3199  DESIGNATION -  V 325
 GX3199  PID         -  GX3199
 GX3199  STATE/COUNTY-  WV/GREENBRIER
 GX3199  USGS QUAD   -  ASBURY (1979)
 GX3199
 GX3199                         *CURRENT SURVEY CONTROL
 GX3199  ___________________________________________________________________
 GX3199* NAD 83(1986)-  37 45 18.     (N)    080 32 13.     (W)     SCALED    
 GX3199* NAVD 88     -       529.632  (meters)    1737.63   (feet)  ADJUSTED  
 GX3199  ___________________________________________________________________
 GX3199  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GX3199  DYNAMIC HT  -         529.199 (meters)    1736.21  (feet)  COMP
 GX3199  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 GX3199
 GX3199  VERT ORDER  -  FIRST     CLASS II
 GX3199
 GX3199.The horizontal coordinates were scaled from a topographic map and have
 GX3199.an estimated accuracy of +/- 6 seconds.
 GX3199
 GX3199.The orthometric height was determined by differential leveling
 GX3199.and adjusted by the National Geodetic Survey in June 1991..
 GX3199
 GX3199.The geoid height was determined by GEOID03.
 GX3199
 GX3199.The dynamic height is computed by dividing the NAVD 88
 GX3199.geopotential number by the normal gravity value computed on the
 GX3199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3199.degrees latitude (g = 980.6199 gals.).
 GX3199
 GX3199.The modeled gravity was interpolated from observed gravity values.
 GX3199
 GX3199;                    North         East    Units  Estimated Accuracy
 GX3199;SPC WV S     -    83,900.      640,800.      MT  (+/- 180 meters Scaled)
 GX3199
 GX3199                          SUPERSEDED SURVEY CONTROL
 GX3199
 GX3199.No superseded survey control is available for this station.
 GX3199
 GX3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB407787(NAD 83)
 GX3199_MARKER: DB = BENCH MARK DISK
 GX3199_SETTING: 66 = SET IN ROCK OUTCROP
 GX3199_SP_SET: ROCK OUTCROP
 GX3199_STAMPING: V 325 1984
 GX3199_MARK LOGO: NGS   
 GX3199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3199+STABILITY: POSITION/ELEVATION WELL
 GX3199
 GX3199  HISTORY     - Date     Condition        Report By
 GX3199  HISTORY     - 1984     MONUMENTED       NGS
 GX3199
 GX3199                          STATION DESCRIPTION
 GX3199
 GX3199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3199'8.7 KM (5.4 MI) WEST FROM RONCEVERTE.
 GX3199'0.5 KM (0.3 MI) WEST ALONG U.S. HIGHWAY 219 FROM THE CITY HALL IN
 GX3199'RONCEVERTE, THENCE 8.2 KM (5.1 MI) WEST ALONG STATE HIGHWAY 63 TO THE
 GX3199'MARK ON THE RIGHT, IN TOP OF SMALL ROCK CUT, 5.49 METERS (18.0 FT)
 GX3199'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 27.74 METERS (91.0 FT)
 GX3199'SOUTHEAST OF THE NORTHEAST END OF A PIPE CULVERT UNDER THE HIGHWAY,
 GX3199'0.27 METER (0.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE ROCK CUT.
 GX3199'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4103 ***********************************************************************
 JV4103  CBN         -  This is a Cooperative Base Network Control Station.
 JV4103  DESIGNATION -  V 326
 JV4103  PID         -  JV4103
 JV4103  STATE/COUNTY-  WV/BERKELEY
 JV4103  USGS QUAD   -  HEDGESVILLE (1979)
 JV4103
 JV4103                         *CURRENT SURVEY CONTROL
 JV4103  ___________________________________________________________________
 JV4103* NAD 83(1995)-  39 32 18.83513(N)    077 59 06.07078(W)     ADJUSTED  
 JV4103* NAVD 88     -       157.015  (meters)     515.14   (feet)  ADJUSTED  
 JV4103  ___________________________________________________________________
 JV4103  X           -   1,025,344.474 (meters)                     COMP
 JV4103  Y           -  -4,817,672.399 (meters)                     COMP
 JV4103  Z           -   4,038,684.665 (meters)                     COMP
 JV4103  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JV4103  ELLIP HEIGHT-         122.80  (meters)          (04/23/01) GPS OBS
 JV4103  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JV4103  DYNAMIC HT  -         156.922 (meters)     514.83  (feet)  COMP
 JV4103  MODELED GRAV-     980,031.8   (mgal)                       NAVD 88
 JV4103
 JV4103  HORZ ORDER  -  A
 JV4103  VERT ORDER  -  FIRST     CLASS II
 JV4103  ELLP ORDER  -  FOURTH    CLASS I
 JV4103
 JV4103.The horizontal coordinates were established by GPS observations
 JV4103.and adjusted by the National Geodetic Survey in April 2001..
 JV4103
 JV4103.The orthometric height was determined by differential leveling
 JV4103.and adjusted by the National Geodetic Survey in June 1991..
 JV4103
 JV4103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JV4103
 JV4103.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4103
 JV4103.The ellipsoidal height was determined by GPS observations
 JV4103.and is referenced to NAD 83.
 JV4103
 JV4103.The geoid height was determined by GEOID03.
 JV4103
 JV4103.The dynamic height is computed by dividing the NAVD 88
 JV4103.geopotential number by the normal gravity value computed on the
 JV4103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4103.degrees latitude (g = 980.6199 gals.).
 JV4103
 JV4103.The modeled gravity was interpolated from observed gravity values.
 JV4103
 JV4103;                    North         East     Units Scale Factor Converg.
 JV4103;SPC WV N     -   116,396.401   730,222.857   MT  0.99994190   +0 57 58.4
 JV4103;UTM  18      - 4,380,800.640   243,470.620   MT  1.00041030   -1 54 04.6
 JV4103;UTM  17      - 4,380,886.557   759,104.621   MT  1.00042665   +1 55 13.4
 JV4103
 JV4103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4103!SPC WV N     -   0.99998073  x   0.99994190  =   0.99992264
 JV4103!UTM  18      -   0.99998073  x   1.00041030  =   1.00039103
 JV4103!UTM  17      -   0.99998073  x   1.00042665  =   1.00040738
 JV4103
 JV4103                          SUPERSEDED SURVEY CONTROL
 JV4103
 JV4103  NAVD 88 (04/23/01)  157.01   (m)          515.1    (f) LEVELING    3  
 JV4103
 JV4103.Superseded values are not recommended for survey control.
 JV4103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4103.See file dsdata.txt to determine how the superseded data were derived.
 JV4103
 JV4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ4347180801(NAD 83)
 JV4103_MARKER: DB = BENCH MARK DISK
 JV4103_SETTING: 66 = SET IN ROCK OUTCROP
 JV4103_SP_SET: ROCK OUTCROP
 JV4103_STAMPING: V 326 1983
 JV4103_MARK LOGO: NGS   
 JV4103_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV4103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4103+STABILITY: POSITION/ELEVATION WELL
 JV4103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV4103+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 JV4103
 JV4103  HISTORY     - Date     Condition        Report By
 JV4103  HISTORY     - 1983     MONUMENTED       NGS
 JV4103  HISTORY     - 20000329 GOOD             WVALS
 JV4103  HISTORY     - 20020410 GOOD             DEWDAV
 JV4103  HISTORY     - 20030312 GOOD             INDIV
 JV4103  HISTORY     - 20040326 GOOD             DEWDAV
 JV4103  HISTORY     - 20051027 GOOD             NAGEL
 JV4103
 JV4103                          STATION DESCRIPTION
 JV4103
 JV4103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4103'2.0 KM (1.2 MI) SE FROM HEDGESVILLE.
 JV4103'2.0 KM (1.25 MI) SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 JV4103'IN HEDGESVILLE TO THE MARK ON THE RIGHT, IN AN OPEN FIELD IN THE NORTH
 JV4103'END OF AN EXPOSED ROCK OUTCROP, 23.01 METERS (75.5 FT) WEST OF THE
 JV4103'CENTERLINE OF THE HIGHWAY, 19.35 METERS (63.5 FT FT) NORTHWEST OF
 JV4103'TELEPHONE POLE 1703-170, 17.06 METERS (56.0 FT) WEST OF A WIRE FENCE.
 JV4103'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 JV4103'THE MARK IS 1.21 M ABOVE HIGHWAY.
 JV4103
 JV4103                          STATION RECOVERY (2000)
 JV4103
 JV4103'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (JM)
 JV4103'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 JV4103'
 JV4103'THE STATION IS LOCATED ABOUT 11.7 KM (7.3 MI) NORTH OF MARTINSBURG,
 JV4103'7.5 KM (4.7 MI) WEST OF FALLING WATERS AND ACROSS STATE HIGHWAY 9
 JV4103'FROM THE LOWER ENTRANCE TO HEDGESVILLE HIGH SCHOOL.
 JV4103'
 JV4103'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 9
 JV4103'AND 901 IN HEDGESVILLE GO NORTHEAST ON HIGHWAY 9 FOR 2.0 KM (1.25
 JV4103'MI) TO THE STATION ON THE RIGHT.
 JV4103
 JV4103                          STATION RECOVERY (2002)
 JV4103
 JV4103'RECOVERY NOTE BY DEWBERRY DAVIS 2002 (CSW)
 JV4103'RECOVERED IN GOOD CONDITION.
 JV4103
 JV4103                          STATION RECOVERY (2003)
 JV4103
 JV4103'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TJM)
 JV4103'RECOVERED AS DESCRIBED ACROSS FROM HEDGESVILLE HIGH SCHOOLS LOWER
 JV4103'ENTRANCE IN A FENCED IN PASTURE. DISC SET IN A ROCK OUTCROP MARKED
 JV4103'WITH ORANGE SURVEY MARKER.
 JV4103
 JV4103                          STATION RECOVERY (2004)
 JV4103
 JV4103'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 JV4103'RECOVERED IN GOOD CONDITION.
 JV4103
 JV4103                          STATION RECOVERY (2005)
 JV4103
 JV4103'RECOVERY NOTE BY GEORGE E NAGEL AND ASSCOIATES INC 2005 (GEN)
 JV4103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3244 ***********************************************************************
 GX3244  DESIGNATION -  V 328
 GX3244  PID         -  GX3244
 GX3244  STATE/COUNTY-  WV/MERCER
 GX3244  USGS QUAD   -  PRINCETON (1976)
 GX3244
 GX3244                         *CURRENT SURVEY CONTROL
 GX3244  ___________________________________________________________________
 GX3244* NAD 83(1986)-  37 18 36.     (N)    081 04 20.     (W)     SCALED    
 GX3244* NAVD 88     -       670.367  (meters)    2199.36   (feet)  ADJUSTED  
 GX3244  ___________________________________________________________________
 GX3244  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GX3244  DYNAMIC HT  -         669.768 (meters)    2197.40  (feet)  COMP
 GX3244  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 GX3244
 GX3244  VERT ORDER  -  FIRST     CLASS II
 GX3244
 GX3244.The horizontal coordinates were scaled from a topographic map and have
 GX3244.an estimated accuracy of +/- 6 seconds.
 GX3244
 GX3244.The orthometric height was determined by differential leveling
 GX3244.and adjusted by the National Geodetic Survey in June 1991..
 GX3244
 GX3244.The geoid height was determined by GEOID03.
 GX3244
 GX3244.The dynamic height is computed by dividing the NAVD 88
 GX3244.geopotential number by the normal gravity value computed on the
 GX3244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3244.degrees latitude (g = 980.6199 gals.).
 GX3244
 GX3244.The modeled gravity was interpolated from observed gravity values.
 GX3244
 GX3244;                    North         East    Units  Estimated Accuracy
 GX3244;SPC WV S     -    34,410.      593,600.      MT  (+/- 180 meters Scaled)
 GX3244
 GX3244                          SUPERSEDED SURVEY CONTROL
 GX3244
 GX3244.No superseded survey control is available for this station.
 GX3244
 GX3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB936292(NAD 83)
 GX3244_MARKER: DB = BENCH MARK DISK
 GX3244_SETTING: 66 = SET IN ROCK OUTCROP
 GX3244_SP_SET: ROCK OUTCROP
 GX3244_STAMPING: V 328 1984
 GX3244_MARK LOGO: NGS   
 GX3244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3244+STABILITY: POSITION/ELEVATION WELL
 GX3244
 GX3244  HISTORY     - Date     Condition        Report By
 GX3244  HISTORY     - 1984     MONUMENTED       NGS
 GX3244
 GX3244                          STATION DESCRIPTION
 GX3244
 GX3244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3244'11.6 KM (7.2 MI) WEST FROM OAKVALE.
 GX3244'11.6 KM (7.2 MI) WEST ALONG STATE HIGHWAY 112 FROM THE POST OFFICE IN
 GX3244'OAKVALE TO THE MARK ON THE RIGHT, IN TOP OF A ROCK OUTCROP,
 GX3244'24.08 METERS (79.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GX3244'12.80 METERS (42.0 FT) EAST OF THE CENTER OF A GRAVEL DRIVE LEADING TO
 GX3244'THE APPALACHIAN EQUIPMENT CORP., 1.80 METERS (5.9 FT) WEST OF THE EAST
 GX3244'EDGE OF THE ROCK.
 GX3244'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 GX3244'THE MARK IS 2.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0086 ***********************************************************************
 HX0086  DESIGNATION -  V 33
 HX0086  PID         -  HX0086
 HX0086  STATE/COUNTY-  WV/RANDOLPH
 HX0086  USGS QUAD   -  ELLAMORE (1987)
 HX0086
 HX0086                         *CURRENT SURVEY CONTROL
 HX0086  ___________________________________________________________________
 HX0086* NAD 83(1986)-  38 56 28.     (N)    080 03 09.     (W)     SCALED    
 HX0086* NAVD 88     -       646.761  (meters)    2121.91   (feet)  ADJUSTED  
 HX0086  ___________________________________________________________________
 HX0086  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 HX0086  DYNAMIC HT  -         646.297 (meters)    2120.39  (feet)  COMP
 HX0086  MODELED GRAV-     979,888.9   (mgal)                       NAVD 88
 HX0086
 HX0086  VERT ORDER  -  SECOND    CLASS 0
 HX0086
 HX0086.The horizontal coordinates were scaled from a topographic map and have
 HX0086.an estimated accuracy of +/- 6 seconds.
 HX0086
 HX0086.The orthometric height was determined by differential leveling
 HX0086.and adjusted by the National Geodetic Survey in June 1991..
 HX0086
 HX0086.The geoid height was determined by GEOID03.
 HX0086
 HX0086.The dynamic height is computed by dividing the NAVD 88
 HX0086.geopotential number by the normal gravity value computed on the
 HX0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0086.degrees latitude (g = 980.6199 gals.).
 HX0086
 HX0086.The modeled gravity was interpolated from observed gravity values.
 HX0086
 HX0086;                    North         East    Units  Estimated Accuracy
 HX0086;SPC WV S     -   215,870.      682,150.      MT  (+/- 180 meters Scaled)
 HX0086
 HX0086                          SUPERSEDED SURVEY CONTROL
 HX0086
 HX0086  NGVD 29 (??/??/92)  646.917  (m)         2122.43   (f) ADJ UNCH    2 0
 HX0086
 HX0086.Superseded values are not recommended for survey control.
 HX0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0086.See file dsdata.txt to determine how the superseded data were derived.
 HX0086
 HX0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND821106(NAD 83)
 HX0086_MARKER: DB = BENCH MARK DISK
 HX0086_SETTING: 80 = SET IN A BOULDER
 HX0086_SP_SET: BOULDER
 HX0086_STAMPING: V 33 1935
 HX0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0086+STABILITY: SURFACE MOTION
 HX0086
 HX0086  HISTORY     - Date     Condition        Report By
 HX0086  HISTORY     - 1935     MONUMENTED       CGS
 HX0086  HISTORY     - 1962     GOOD             NGS
 HX0086
 HX0086                          STATION DESCRIPTION
 HX0086
 HX0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0086'3.9 MI NE FROM MIDVALE.
 HX0086'ABOUT 3.9 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0086'FROM THE BRIDGE OVER THE MIDDLE FORK RIVER AT MIDVALE, ABOUT 0.2
 HX0086'MILE SOUTHEAST OF MILEPOST SET ON TOP OF AN EMBEDDED BOULDER
 HX0086'THAT IS ABOUT 8-BY 10-FOOT LONG AND 2-FOOT HIGH, 382 FEET
 HX0086'NORTHWEST OF A ROAD CROSSING, 8 FEET NORTHEAST OF THE NORTHEAST
 HX0086'RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2828 ***********************************************************************
 HX2828  DESIGNATION -  V 330
 HX2828  PID         -  HX2828
 HX2828  STATE/COUNTY-  WV/JACKSON
 HX2828  USGS QUAD   -  RAVENSWOOD (1994)
 HX2828
 HX2828                         *CURRENT SURVEY CONTROL
 HX2828  ___________________________________________________________________
 HX2828* NAD 83(1986)-  38 55 32.     (N)    081 45 21.     (W)     SCALED    
 HX2828* NAVD 88     -       196.232  (meters)     643.80   (feet)  ADJUSTED  
 HX2828  ___________________________________________________________________
 HX2828  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 HX2828  DYNAMIC HT  -         196.105 (meters)     643.39  (feet)  COMP
 HX2828  MODELED GRAV-     979,980.2   (mgal)                       NAVD 88
 HX2828
 HX2828  VERT ORDER  -  FIRST     CLASS II
 HX2828
 HX2828.The horizontal coordinates were scaled from a topographic map and have
 HX2828.an estimated accuracy of +/- 6 seconds.
 HX2828
 HX2828.The orthometric height was determined by differential leveling
 HX2828.and adjusted by the National Geodetic Survey in June 1991..
 HX2828
 HX2828.The geoid height was determined by GEOID03.
 HX2828
 HX2828.The dynamic height is computed by dividing the NAVD 88
 HX2828.geopotential number by the normal gravity value computed on the
 HX2828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2828.degrees latitude (g = 980.6199 gals.).
 HX2828
 HX2828.The modeled gravity was interpolated from observed gravity values.
 HX2828
 HX2828;                    North         East    Units  Estimated Accuracy
 HX2828;SPC WV S     -   213,990.      534,460.      MT  (+/- 180 meters Scaled)
 HX2828
 HX2828                          SUPERSEDED SURVEY CONTROL
 HX2828
 HX2828.No superseded survey control is available for this station.
 HX2828
 HX2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD344087(NAD 83)
 HX2828_MARKER: I = METAL ROD
 HX2828_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HX2828+WITH SETTING: INFORMATION.
 HX2828_SP_SET: SHALLOW SET METAL ROD
 HX2828_STAMPING: V 330 1984
 HX2828_MARK LOGO: NGS   
 HX2828_PROJECTION: FLUSH
 HX2828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2828_ROD/PIPE-DEPTH: 1.2  meters
 HX2828
 HX2828  HISTORY     - Date     Condition        Report By
 HX2828  HISTORY     - 1984     MONUMENTED       NGS
 HX2828
 HX2828                          STATION DESCRIPTION
 HX2828
 HX2828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2828'1.1 KM (0.7 MI) SW FROM RAVENSWOOD.
 HX2828'1.1 KM (0.7 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 HX2828'STATE HIGHWAY 68 IN RAVENSWOOD TO THE MARK ON THE RIGHT, AT A POWER
 HX2828'LINE CROSSING THE HIGHWAY, 7.62 METERS (25.0 FT) NORTHWEST OF THE
 HX2828'CENTERLINE OF THE HIGHWAY, 47.24 METERS (155.0 FT) NORTHEAST OF A
 HX2828'HIGHWAY SIGN (SCENIC OVERLOOK), 0.76 METER (2.5 FT) NORTHEAST OF POWER
 HX2828'POLE 666D127 WITH 3 TRANSFORMERS.
 HX2828'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 HX2828'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2184 ***********************************************************************
 HY2184  DESIGNATION -  V 331
 HY2184  PID         -  HY2184
 HY2184  STATE/COUNTY-  WV/CABELL
 HY2184  USGS QUAD   -  ATHALIA (1985)
 HY2184
 HY2184                         *CURRENT SURVEY CONTROL
 HY2184  ___________________________________________________________________
 HY2184* NAD 83(1986)-  38 32 09.     (N)    082 17 29.     (W)     SCALED    
 HY2184* NAVD 88     -       176.206  (meters)     578.10   (feet)  ADJUSTED  
 HY2184  ___________________________________________________________________
 HY2184  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HY2184  DYNAMIC HT  -         176.090 (meters)     577.72  (feet)  COMP
 HY2184  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 HY2184
 HY2184  VERT ORDER  -  FIRST     CLASS II
 HY2184
 HY2184.The horizontal coordinates were scaled from a topographic map and have
 HY2184.an estimated accuracy of +/- 6 seconds.
 HY2184
 HY2184.The orthometric height was determined by differential leveling
 HY2184.and adjusted by the National Geodetic Survey in June 1991..
 HY2184
 HY2184.The geoid height was determined by GEOID03.
 HY2184
 HY2184.The dynamic height is computed by dividing the NAVD 88
 HY2184.geopotential number by the normal gravity value computed on the
 HY2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2184.degrees latitude (g = 980.6199 gals.).
 HY2184
 HY2184.The modeled gravity was interpolated from observed gravity values.
 HY2184
 HY2184;                    North         East    Units  Estimated Accuracy
 HY2184;SPC WV S     -   171,250.      487,410.      MT  (+/- 180 meters Scaled)
 HY2184
 HY2184                          SUPERSEDED SURVEY CONTROL
 HY2184
 HY2184.No superseded survey control is available for this station.
 HY2184
 HY2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC874660(NAD 83)
 HY2184_MARKER: DB = BENCH MARK DISK
 HY2184_SETTING: 66 = SET IN ROCK OUTCROP
 HY2184_SP_SET: ROCK OUTCROP
 HY2184_STAMPING: V 331 1984
 HY2184_MARK LOGO: NGS   
 HY2184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2184+STABILITY: POSITION/ELEVATION WELL
 HY2184
 HY2184  HISTORY     - Date     Condition        Report By
 HY2184  HISTORY     - 1984     MONUMENTED       NGS
 HY2184
 HY2184                          STATION DESCRIPTION
 HY2184
 HY2184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2184'2.3 KM (1.4 MI) SOUTH FROM GREEN BOTTOM.
 HY2184'2.3 KM (1.4 MI) SOUTH ALONG STATE HIGHWAY 2 FROM THE GREEN BOTTOM
 HY2184'MISSIONARY BAPTIST CHURCH IN GREEN BOTTOM TO THE MARK ON THE LEFT,
 HY2184'NEAR THE SOUTHWEST END OF A VERY LONG ROCK CUT, 17.83 METERS (58.5 FT)
 HY2184'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.76 METER (2.5 FT)
 HY2184'NORTHEAST OF THE SOUTHWEST END OF THE CUT.
 HY2184'THE MARK IS 0.15 METERS  NE FROM A WITNESS POST.
 HY2184'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1775 ***********************************************************************
 JW1775  DESIGNATION -  V 334
 JW1775  PID         -  JW1775
 JW1775  STATE/COUNTY-  WV/PRESTON
 JW1775  USGS QUAD   -  LAKE LYNN (1976)
 JW1775
 JW1775                         *CURRENT SURVEY CONTROL
 JW1775  ___________________________________________________________________
 JW1775* NAD 83(1986)-  39 39 20.     (N)    079 45 46.     (W)     SCALED    
 JW1775* NAVD 88     -       654.900  (meters)    2148.62   (feet)  ADJUSTED  
 JW1775  ___________________________________________________________________
 JW1775  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JW1775  DYNAMIC HT  -         654.477 (meters)    2147.23  (feet)  COMP
 JW1775  MODELED GRAV-     979,959.5   (mgal)                       NAVD 88
 JW1775
 JW1775  VERT ORDER  -  FIRST     CLASS II
 JW1775
 JW1775.The horizontal coordinates were scaled from a topographic map and have
 JW1775.an estimated accuracy of +/- 6 seconds.
 JW1775
 JW1775.The orthometric height was determined by differential leveling
 JW1775.and adjusted by the National Geodetic Survey in April 1995..
 JW1775
 JW1775.The geoid height was determined by GEOID03.
 JW1775
 JW1775.The dynamic height is computed by dividing the NAVD 88
 JW1775.geopotential number by the normal gravity value computed on the
 JW1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1775.degrees latitude (g = 980.6199 gals.).
 JW1775
 JW1775.The modeled gravity was interpolated from observed gravity values.
 JW1775
 JW1775;                    North         East    Units  Estimated Accuracy
 JW1775;SPC WV N     -   128,320.      577,450.      MT  (+/- 180 meters Scaled)
 JW1775
 JW1775                          SUPERSEDED SURVEY CONTROL
 JW1775
 JW1775.No superseded survey control is available for this station.
 JW1775
 JW1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD061902(NAD 83)
 JW1775_MARKER: DV = VERTICAL CONTROL DISK
 JW1775_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1775_SP_SET: PIER
 JW1775_STAMPING: V 334 1993
 JW1775_MARK LOGO: NGS   
 JW1775_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1775+STABILITY: POSITION/ELEVATION WELL
 JW1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1775+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1775
 JW1775  HISTORY     - Date     Condition        Report By
 JW1775  HISTORY     - 1993     MONUMENTED       NGS
 JW1775
 JW1775                          STATION DESCRIPTION
 JW1775
 JW1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1775'13.8 KM (8.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1775'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), SET VERTICALLY
 JW1775'IN THE WEST FACE OF THE MOST EASTERLY OF 2 CONCRETE COLUMNS OF THE
 JW1775'FIRST PIER SOUTH OF THE NORTH ABUTMENT OF A ROAD OVERPASS OF THE
 JW1775'HIGHWAY, 11.5 M (37.7 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES
 JW1775'OF THE HIGHWAY, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0888 ***********************************************************************
 JX0888  DESIGNATION -  V 34
 JX0888  PID         -  JX0888
 JX0888  STATE/COUNTY-  WV/PLEASANTS
 JX0888  USGS QUAD   -  WILLOW ISLAND (1994)
 JX0888
 JX0888                         *CURRENT SURVEY CONTROL
 JX0888  ___________________________________________________________________
 JX0888* NAD 83(1986)-  39 21 12.     (N)    081 19 21.     (W)     SCALED    
 JX0888* NAVD 88     -       187.350  (meters)     614.66   (feet)  ADJUSTED  
 JX0888  ___________________________________________________________________
 JX0888  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JX0888  DYNAMIC HT  -         187.236 (meters)     614.29  (feet)  COMP
 JX0888  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 JX0888
 JX0888  VERT ORDER  -  SECOND    CLASS 0
 JX0888
 JX0888.The horizontal coordinates were scaled from a topographic map and have
 JX0888.an estimated accuracy of +/- 6 seconds.
 JX0888
 JX0888.The orthometric height was determined by differential leveling
 JX0888.and adjusted by the National Geodetic Survey in June 1991..
 JX0888
 JX0888.The geoid height was determined by GEOID03.
 JX0888
 JX0888.The dynamic height is computed by dividing the NAVD 88
 JX0888.geopotential number by the normal gravity value computed on the
 JX0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0888.degrees latitude (g = 980.6199 gals.).
 JX0888
 JX0888.The modeled gravity was interpolated from observed gravity values.
 JX0888
 JX0888;                    North         East    Units  Estimated Accuracy
 JX0888;SPC WV N     -    96,330.      442,930.      MT  (+/- 180 meters Scaled)
 JX0888
 JX0888                          SUPERSEDED SURVEY CONTROL
 JX0888
 JX0888  NGVD 29 (??/??/92)  187.506  (m)          615.18   (f) ADJ UNCH    2 0
 JX0888
 JX0888.Superseded values are not recommended for survey control.
 JX0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0888.See file dsdata.txt to determine how the superseded data were derived.
 JX0888
 JX0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD722560(NAD 83)
 JX0888_MARKER: DB = BENCH MARK DISK
 JX0888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0888_SP_SET: STEP
 JX0888_STAMPING: V 34 1934
 JX0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0888
 JX0888  HISTORY     - Date     Condition        Report By
 JX0888  HISTORY     - 1934     MONUMENTED       CGS
 JX0888  HISTORY     - 1957     GOOD             NGS
 JX0888  HISTORY     - 1963     GOOD             NGS
 JX0888  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0888
 JX0888                          STATION DESCRIPTION
 JX0888
 JX0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0888'4 MI SW FROM BELMONT.
 JX0888'ABOUT 3.95 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0888'FROM THE JUNCTION OF STATE HIGHWAY 2 AND MAIN STREET AT BELMONT,
 JX0888'AT WILLOW ISLAND (ABANDONED), IN THE TOP OF THE WEST END OF THE
 JX0888'BOTTOM CONCRETE STEP TO A FORMER 2-STORY HOUSE (BUILDING HAS
 JX0888'BEEN TORN DOWN), ON THE PROPERTY OF AMERICAN CYANAMID COMPANY, 27
 JX0888'FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, 226 FEET
 JX0888'SOUTHWEST OF CENTER OF A ROAD CROSSING, 31 FEET EAST OF TELEPHONE
 JX0888'POLE NO. 71+13, AND ABOUT LEVEL WITH TRACK.
 JX0888
 JX0888                          STATION RECOVERY (1963)
 JX0888
 JX0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0888'RECOVERED IN GOOD CONDITION.
 JX0888
 JX0888                          STATION RECOVERY (1983)
 JX0888
 JX0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0888'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK BEING
 JX0888'FOUND, CONCRETE BADLY BROKEN UP IN AREA AND THE REMAINS OF THE
 JX0888'CONCRETE STEPS WERE FOUND BUT MARK COULD NOT BE LOCATED, CONSIDER
 JX0888'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2281 ***********************************************************************
 GX2281  DESIGNATION -  V 35
 GX2281  PID         -  GX2281
 GX2281  STATE/COUNTY-  WV/LOGAN
 GX2281  USGS QUAD   -  CLOTHIER (1989)
 GX2281
 GX2281                         *CURRENT SURVEY CONTROL
 GX2281  ___________________________________________________________________
 GX2281* NAD 83(1986)-  37 53 44.     (N)    081 49 23.     (W)     SCALED    
 GX2281* NAVD 88     -       284.427  (meters)     933.16   (feet)  ADJUSTED  
 GX2281  ___________________________________________________________________
 GX2281  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GX2281  DYNAMIC HT  -         284.217 (meters)     932.47  (feet)  COMP
 GX2281  MODELED GRAV-     979,886.4   (mgal)                       NAVD 88
 GX2281
 GX2281  VERT ORDER  -  SECOND    CLASS 0
 GX2281
 GX2281.The horizontal coordinates were scaled from a topographic map and have
 GX2281.an estimated accuracy of +/- 6 seconds.
 GX2281
 GX2281.The orthometric height was determined by differential leveling
 GX2281.and adjusted by the National Geodetic Survey in June 1991..
 GX2281
 GX2281.The geoid height was determined by GEOID03.
 GX2281
 GX2281.The dynamic height is computed by dividing the NAVD 88
 GX2281.geopotential number by the normal gravity value computed on the
 GX2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2281.degrees latitude (g = 980.6199 gals.).
 GX2281
 GX2281.The modeled gravity was interpolated from observed gravity values.
 GX2281
 GX2281;                    North         East    Units  Estimated Accuracy
 GX2281;SPC WV S     -    99,720.      527,610.      MT  (+/- 180 meters Scaled)
 GX2281
 GX2281                          SUPERSEDED SURVEY CONTROL
 GX2281
 GX2281  NGVD 29 (??/??/92)  284.630  (m)          933.82   (f) ADJ UNCH    2 0
 GX2281
 GX2281.Superseded values are not recommended for survey control.
 GX2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2281.See file dsdata.txt to determine how the superseded data were derived.
 GX2281
 GX2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB276945(NAD 83)
 GX2281_MARKER: DB = BENCH MARK DISK
 GX2281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2281_SP_SET: BRIDGE
 GX2281_STAMPING: V 35 1935
 GX2281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2281
 GX2281  HISTORY     - Date     Condition        Report By
 GX2281  HISTORY     - 1935     MONUMENTED       CGS
 GX2281  HISTORY     - 1952     GOOD             NGS
 GX2281  HISTORY     - 1973     GOOD             LOCENG
 GX2281
 GX2281                          STATION DESCRIPTION
 GX2281
 GX2281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GX2281'1.8 MI N FROM BLAIR.
 GX2281'1.8 MILES NORTH ALONG U.S. HIGHWAY 119 FROM THE SCHOOL AT BLAIR,
 GX2281'LOGAN COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY, 18 RAILS EAST
 GX2281'OF THE FIVE BLOCK STATION SIGN, 10 RAILS EAST OF A CROSSING
 GX2281'OF U.S. HIGHWAY 119, 8 RAILS WEST OF MILEPOST 56, AT BRIDGE 560,
 GX2281'IN THE TOP OF THE CONCRETE BRIDGE SEAT, 10 FEET NORTH OF THE
 GX2281'NORTH RAIL, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD
 GX2281'DISK, STAMPED V 35 1935.
 GX2281
 GX2281                          STATION RECOVERY (1973)
 GX2281
 GX2281'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2281'MARK IN WEST ABUTMENT, 325 FT EAST OF SR-119 AND RR XING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2104 ***********************************************************************
 HX2104  DESIGNATION -  V 36
 HX2104  PID         -  HX2104
 HX2104  STATE/COUNTY-  WV/BOONE
 HX2104  USGS QUAD   -  JULIAN (1976)
 HX2104
 HX2104                         *CURRENT SURVEY CONTROL
 HX2104  ___________________________________________________________________
 HX2104* NAD 83(1986)-  38 09 48.     (N)    081 51 08.     (W)     SCALED    
 HX2104* NAVD 88     -       201.997  (meters)     662.72   (feet)  ADJUSTED  
 HX2104  ___________________________________________________________________
 HX2104  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HX2104  DYNAMIC HT  -         201.853 (meters)     662.25  (feet)  COMP
 HX2104  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 HX2104
 HX2104  VERT ORDER  -  SECOND    CLASS 0
 HX2104
 HX2104.The horizontal coordinates were scaled from a topographic map and have
 HX2104.an estimated accuracy of +/- 6 seconds.
 HX2104
 HX2104.The orthometric height was determined by differential leveling
 HX2104.and adjusted by the National Geodetic Survey in June 1991..
 HX2104
 HX2104.The geoid height was determined by GEOID03.
 HX2104
 HX2104.The dynamic height is computed by dividing the NAVD 88
 HX2104.geopotential number by the normal gravity value computed on the
 HX2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2104.degrees latitude (g = 980.6199 gals.).
 HX2104
 HX2104.The modeled gravity was interpolated from observed gravity values.
 HX2104
 HX2104;                    North         East    Units  Estimated Accuracy
 HX2104;SPC WV S     -   129,460.      525,320.      MT  (+/- 180 meters Scaled)
 HX2104
 HX2104                          SUPERSEDED SURVEY CONTROL
 HX2104
 HX2104  NGVD 29 (??/??/92)  202.208  (m)          663.41   (f) ADJ UNCH    2 0
 HX2104
 HX2104.Superseded values are not recommended for survey control.
 HX2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2104.See file dsdata.txt to determine how the superseded data were derived.
 HX2104
 HX2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC253242(NAD 83)
 HX2104_MARKER: DB = BENCH MARK DISK
 HX2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2104_STAMPING: V 36 1935
 HX2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2104+STABILITY: SURFACE MOTION
 HX2104
 HX2104  HISTORY     - Date     Condition        Report By
 HX2104  HISTORY     - 1935     MONUMENTED       CGS
 HX2104  HISTORY     - 1957     GOOD             NGS
 HX2104  HISTORY     - 1973     GOOD             LOCENG
 HX2104
 HX2104                          STATION DESCRIPTION
 HX2104
 HX2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HX2104'1.1 MI N FROM JULIAN.
 HX2104'ABOUT 1.1 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX2104'THE STATION SIGN AT JULIAN, AT ALTMAN, 0.5 MILE NORTHEAST OF
 HX2104'MILEPOST 27, 52.3 FEET WEST OF AND ACROSS THE TRACK FROM THE
 HX2104'FIRST TELEPHONE POLE NORTH OF FARM TRAIL CROSSING, 41.0 FEET
 HX2104'NORTHWEST OF THE CENTER OF FARM TRAIL CROSSING, 21 FEET NORTH
 HX2104'OF THE CENTER OF A GATE, 1/2 FOOT EAST OF A PASTURE FENCE LINE,
 HX2104'32 FEET WEST OF THE WEST RAIL AND AT THE INSIDE OF A CURVE, ABOUT
 HX2104'1 1/2 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A
 HX2104'CONCRETE POST PROJECTING 7 INCHES.
 HX2104
 HX2104                          STATION RECOVERY (1973)
 HX2104
 HX2104'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0486 ***********************************************************************
 HY0486  DESIGNATION -  V 38
 HY0486  PID         -  HY0486
 HY0486  STATE/COUNTY-  WV/CABELL
 HY0486  USGS QUAD   -  BARBOURSVILLE (1985)
 HY0486
 HY0486                         *CURRENT SURVEY CONTROL
 HY0486  ___________________________________________________________________
 HY0486* NAD 83(1986)-  38 25 08.     (N)    082 21 09.     (W)     SCALED    
 HY0486* NAVD 88     -       169.201  (meters)     555.12   (feet)  ADJUSTED  
 HY0486  ___________________________________________________________________
 HY0486  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HY0486  DYNAMIC HT  -         169.087 (meters)     554.75  (feet)  COMP
 HY0486  MODELED GRAV-     979,951.5   (mgal)                       NAVD 88
 HY0486
 HY0486  VERT ORDER  -  SECOND    CLASS 0
 HY0486
 HY0486.The horizontal coordinates were scaled from a topographic map and have
 HY0486.an estimated accuracy of +/- 6 seconds.
 HY0486
 HY0486.The orthometric height was determined by differential leveling
 HY0486.and adjusted by the National Geodetic Survey in June 1991..
 HY0486
 HY0486.The geoid height was determined by GEOID03.
 HY0486
 HY0486.The dynamic height is computed by dividing the NAVD 88
 HY0486.geopotential number by the normal gravity value computed on the
 HY0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0486.degrees latitude (g = 980.6199 gals.).
 HY0486
 HY0486.The modeled gravity was interpolated from observed gravity values.
 HY0486
 HY0486;                    North         East    Units  Estimated Accuracy
 HY0486;SPC WV S     -   158,340.      481,900.      MT  (+/- 180 meters Scaled)
 HY0486
 HY0486                          SUPERSEDED SURVEY CONTROL
 HY0486
 HY0486  NGVD 29 (??/??/92)  169.377  (m)          555.70   (f) ADJ UNCH    2 0
 HY0486
 HY0486.Superseded values are not recommended for survey control.
 HY0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0486.See file dsdata.txt to determine how the superseded data were derived.
 HY0486
 HY0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC819531(NAD 83)
 HY0486_MARKER: DB = BENCH MARK DISK
 HY0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0486_STAMPING: V 38 1935
 HY0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0486+STABILITY: SURFACE MOTION
 HY0486
 HY0486  HISTORY     - Date     Condition        Report By
 HY0486  HISTORY     - 1935     MONUMENTED       CGS
 HY0486
 HY0486                          STATION DESCRIPTION
 HY0486
 HY0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0486'2 MI E FROM GUYANDOTTE.
 HY0486'2.0 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY0486'STATION AT GUYANDOTTE, CABELL COUNTY, 265 FEET EAST OF SIGNAL
 HY0486'499.1, 88 FEET NORTH OF MILEPOST FM 499, 42 FEET NORTH OF THE
 HY0486'NORTH RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD
 HY0486'DISK, STAMPED V 38 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2169 ***********************************************************************
 HX2169  DESIGNATION -  V 39
 HX2169  PID         -  HX2169
 HX2169  STATE/COUNTY-  WV/BOONE
 HX2169  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2169
 HX2169                         *CURRENT SURVEY CONTROL
 HX2169  ___________________________________________________________________
 HX2169* NAD 83(1986)-  38 06 25.     (N)    081 37 29.     (W)     SCALED    
 HX2169* NAVD 88     -       213.238  (meters)     699.60   (feet)  ADJUSTED  
 HX2169  ___________________________________________________________________
 HX2169  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HX2169  DYNAMIC HT  -         213.084 (meters)     699.09  (feet)  COMP
 HX2169  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 HX2169
 HX2169  VERT ORDER  -  SECOND    CLASS 0
 HX2169
 HX2169.The horizontal coordinates were scaled from a topographic map and have
 HX2169.an estimated accuracy of +/- 6 seconds.
 HX2169
 HX2169.The orthometric height was determined by differential leveling
 HX2169.and adjusted by the National Geodetic Survey in June 1991..
 HX2169
 HX2169.The geoid height was determined by GEOID03.
 HX2169
 HX2169.The dynamic height is computed by dividing the NAVD 88
 HX2169.geopotential number by the normal gravity value computed on the
 HX2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2169.degrees latitude (g = 980.6199 gals.).
 HX2169
 HX2169.The modeled gravity was interpolated from observed gravity values.
 HX2169
 HX2169;                    North         East    Units  Estimated Accuracy
 HX2169;SPC WV S     -   123,040.      545,210.      MT  (+/- 180 meters Scaled)
 HX2169
 HX2169                          SUPERSEDED SURVEY CONTROL
 HX2169
 HX2169  NGVD 29 (??/??/92)  213.442  (m)          700.27   (f) ADJ UNCH    2 0
 HX2169
 HX2169.Superseded values are not recommended for survey control.
 HX2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2169.See file dsdata.txt to determine how the superseded data were derived.
 HX2169
 HX2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC452178(NAD 83)
 HX2169_MARKER: DB = BENCH MARK DISK
 HX2169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2169_SP_SET: WATER SPOUT FOUNDATION
 HX2169_STAMPING: V 39 1935
 HX2169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2169
 HX2169  HISTORY     - Date     Condition        Report By
 HX2169  HISTORY     - 1935     MONUMENTED       CGS
 HX2169  HISTORY     - 1958     POOR             NGS
 HX2169  HISTORY     - 1973     GOOD             LOCENG
 HX2169
 HX2169                          STATION DESCRIPTION
 HX2169
 HX2169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2169'AT SETH.
 HX2169'AT SETH, ALONG THE CHESAPEAKE AND OHIO RAILWAY, 162 YARDS
 HX2169'NORTH OF MILE POST 21, IN THE TOP OF THE NORTHEAST CORNER OF
 HX2169'CONCRETE FOUNDATION OF A WATER SPOUT, 3 1/2 FEET WEST OF WEST
 HX2169'RAIL OF MAIN TRACK, 16 FEET NORTH-NORTHEAST OF NORTHEAST CORNER
 HX2169'OF STATION AND 1/2 FOOT BELOW LEVEL OF TRACK.  NOTE-- THE MARK
 HX2169'IS SET IN POOR LOCATION.  TOO CLOSE TO TRACK AND IT IS DOUBTFUL
 HX2169'IF THE FOUNDATION IS STABLE.
 HX2169
 HX2169                          STATION RECOVERY (1973)
 HX2169
 HX2169'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0083 ***********************************************************************
 GX0083  DESIGNATION -  V 4
 GX0083  PID         -  GX0083
 GX0083  STATE/COUNTY-  WV/GREENBRIER
 GX0083  USGS QUAD   -  ANTHONY (1995)
 GX0083
 GX0083                         *CURRENT SURVEY CONTROL
 GX0083  ___________________________________________________________________
 GX0083* NAD 83(1986)-  37 54 47.     (N)    080 18 57.     (W)     SCALED    
 GX0083* NAVD 88     -       554.254  (meters)    1818.41   (feet)  ADJUSTED  
 GX0083  ___________________________________________________________________
 GX0083  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX0083  DYNAMIC HT  -         553.792 (meters)    1816.90  (feet)  COMP
 GX0083  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 GX0083
 GX0083  VERT ORDER  -  FIRST     CLASS II
 GX0083
 GX0083.The horizontal coordinates were scaled from a topographic map and have
 GX0083.an estimated accuracy of +/- 6 seconds.
 GX0083
 GX0083.The orthometric height was determined by differential leveling
 GX0083.and adjusted by the National Geodetic Survey in June 1991..
 GX0083
 GX0083.The geoid height was determined by GEOID03.
 GX0083
 GX0083.The dynamic height is computed by dividing the NAVD 88
 GX0083.geopotential number by the normal gravity value computed on the
 GX0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0083.degrees latitude (g = 980.6199 gals.).
 GX0083
 GX0083.The modeled gravity was interpolated from observed gravity values.
 GX0083
 GX0083;                    North         East    Units  Estimated Accuracy
 GX0083;SPC WV S     -   101,560.      660,160.      MT  (+/- 180 meters Scaled)
 GX0083
 GX0083                          SUPERSEDED SURVEY CONTROL
 GX0083
 GX0083  NGVD 29 (??/??/92)  554.392  (m)         1818.87   (f) ADJ UNCH    1 2
 GX0083
 GX0083.Superseded values are not recommended for survey control.
 GX0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0083.See file dsdata.txt to determine how the superseded data were derived.
 GX0083
 GX0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB601963(NAD 83)
 GX0083_MARKER: DB = BENCH MARK DISK
 GX0083_SETTING: 80 = SET IN A BOULDER
 GX0083_SP_SET: BOULDER
 GX0083_STAMPING: V 4 1933
 GX0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0083+STABILITY: SURFACE MOTION
 GX0083
 GX0083  HISTORY     - Date     Condition        Report By
 GX0083  HISTORY     - 1933     MONUMENTED       CGS
 GX0083  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0083  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0083
 GX0083                          STATION DESCRIPTION
 GX0083
 GX0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GX0083'0.1 MI N FROM WOODMAN.
 GX0083'0.1 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GX0083'STATION AT WOODMAN, GREENBRIER COUNTY, ON THE INSIDE OF A CURVE,
 GX0083'3 YARDS WEST OF THE TRACK, IN THE TOP OF A SMALL BOULDER, AND
 GX0083'ABOUT 1/2 FOOT HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED
 GX0083'V 4 1933.
 GX0083
 GX0083                          STATION RECOVERY (1983)
 GX0083
 GX0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0083'MARK NOT FOUND.
 GX0083
 GX0083                          STATION RECOVERY (1983)
 GX0083
 GX0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1059 ***********************************************************************
 GX1059  DESIGNATION -  V 40
 GX1059  PID         -  GX1059
 GX1059  STATE/COUNTY-  WV/RALEIGH
 GX1059  USGS QUAD   -  ECCLES (1989)
 GX1059
 GX1059                         *CURRENT SURVEY CONTROL
 GX1059  ___________________________________________________________________
 GX1059* NAD 83(1986)-  37 46 44.     (N)    081 20 25.     (W)     SCALED    
 GX1059* NAVD 88     -       578.791  (meters)    1898.92   (feet)  ADJUSTED  
 GX1059  ___________________________________________________________________
 GX1059  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX1059  DYNAMIC HT  -         578.325 (meters)    1897.39  (feet)  COMP
 GX1059  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 GX1059
 GX1059  VERT ORDER  -  SECOND    CLASS 0
 GX1059
 GX1059.The horizontal coordinates were scaled from a topographic map and have
 GX1059.an estimated accuracy of +/- 6 seconds.
 GX1059
 GX1059.The orthometric height was determined by differential leveling
 GX1059.and adjusted by the National Geodetic Survey in June 1991..
 GX1059
 GX1059.The geoid height was determined by GEOID03.
 GX1059
 GX1059.The dynamic height is computed by dividing the NAVD 88
 GX1059.geopotential number by the normal gravity value computed on the
 GX1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1059.degrees latitude (g = 980.6199 gals.).
 GX1059
 GX1059.The modeled gravity was interpolated from observed gravity values.
 GX1059
 GX1059;                    North         East    Units  Estimated Accuracy
 GX1059;SPC WV S     -    86,500.      570,030.      MT  (+/- 180 meters Scaled)
 GX1059
 GX1059                          SUPERSEDED SURVEY CONTROL
 GX1059
 GX1059  NGVD 29 (??/??/92)  578.959  (m)         1899.47   (f) ADJ UNCH    2 0
 GX1059
 GX1059.Superseded values are not recommended for survey control.
 GX1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1059.See file dsdata.txt to determine how the superseded data were derived.
 GX1059
 GX1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB700813(NAD 83)
 GX1059_MARKER: DB = BENCH MARK DISK
 GX1059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1059_SP_SET: BRIDGE
 GX1059_STAMPING: V 40 1935
 GX1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1059
 GX1059  HISTORY     - Date     Condition        Report By
 GX1059  HISTORY     - 1935     MONUMENTED       CGS
 GX1059  HISTORY     - 1960     GOOD             NGS
 GX1059
 GX1059                          STATION DESCRIPTION
 GX1059
 GX1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1059'AT GLEN DANIEL.
 GX1059'AT GLEN DANIEL, 0.1 MILE EAST ALONG STATE HIGHWAY 3 FROM THE
 GX1059'JUNCTION OF HIGHWAY 3 LEADING NORTH AND BLACK TOP ROAD LEADING
 GX1059'WEST TO GLEN MORRISON, 17 1/2 FEET SOUTH OF THE CENTER LINE OF
 GX1059'HIGHWAY, IN TOP OF THE SOUTHWEST WING WALL OF A 20-FOOT CONCRETE
 GX1059'BRIDGE, 1/2 FOOT SOUTH OF CONCRETE BANISTER, AND ABOUT 1/2 FOOT
 GX1059'BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1122 ***********************************************************************
 GX1122  DESIGNATION -  V 41
 GX1122  PID         -  GX1122
 GX1122  STATE/COUNTY-  WV/RALEIGH
 GX1122  USGS QUAD   -  SHADY SPRING (1976)
 GX1122
 GX1122                         *CURRENT SURVEY CONTROL
 GX1122  ___________________________________________________________________
 GX1122* NAD 83(1986)-  37 40 36.     (N)    081 00 22.     (W)     SCALED    
 GX1122* NAVD 88     -       890.666  (meters)    2922.13   (feet)  ADJUSTED  
 GX1122  ___________________________________________________________________
 GX1122  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1122  DYNAMIC HT  -         889.917 (meters)    2919.67  (feet)  COMP
 GX1122  MODELED GRAV-     979,756.8   (mgal)                       NAVD 88
 GX1122
 GX1122  VERT ORDER  -  SECOND    CLASS 0
 GX1122
 GX1122.The horizontal coordinates were scaled from a topographic map and have
 GX1122.an estimated accuracy of +/- 6 seconds.
 GX1122
 GX1122.The orthometric height was determined by differential leveling
 GX1122.and adjusted by the National Geodetic Survey in June 1991..
 GX1122
 GX1122.The geoid height was determined by GEOID03.
 GX1122
 GX1122.The dynamic height is computed by dividing the NAVD 88
 GX1122.geopotential number by the normal gravity value computed on the
 GX1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1122.degrees latitude (g = 980.6199 gals.).
 GX1122
 GX1122.The modeled gravity was interpolated from observed gravity values.
 GX1122
 GX1122;                    North         East    Units  Estimated Accuracy
 GX1122;SPC WV S     -    75,100.      599,460.      MT  (+/- 180 meters Scaled)
 GX1122
 GX1122                          SUPERSEDED SURVEY CONTROL
 GX1122
 GX1122  NGVD 29 (??/??/92)  890.819  (m)         2922.63   (f) ADJ UNCH    2 0
 GX1122
 GX1122.Superseded values are not recommended for survey control.
 GX1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1122.See file dsdata.txt to determine how the superseded data were derived.
 GX1122
 GX1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB994699(NAD 83)
 GX1122_MARKER: DB = BENCH MARK DISK
 GX1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1122_STAMPING: V 41 1935
 GX1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1122+STABILITY: SURFACE MOTION
 GX1122
 GX1122  HISTORY     - Date     Condition        Report By
 GX1122  HISTORY     - 1935     MONUMENTED       CGS
 GX1122  HISTORY     - 1960     GOOD             NGS
 GX1122
 GX1122                          STATION DESCRIPTION
 GX1122
 GX1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1122'2.8 MI W FROM JUMPING BRANCH.
 GX1122'ABOUT 2.75 MILES WEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 GX1122'AT JUMPING BRANCH, 119 FEET WEST OF THE TOP OF GRADE AND
 GX1122'RALEIGH-SUMMERS COUNTY LINE, 106 FEET WEST OF A HISTORICAL COUNTY
 GX1122'SIGN, 22 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET
 GX1122'WEST OF THE CENTER OF GATE TO MEADOW, 2 FEET NORTH OF A WIRE
 GX1122'FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A CONCRETE
 GX1122'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1176 ***********************************************************************
 GX1176  DESIGNATION -  V 43 X
 GX1176  PID         -  GX1176
 GX1176  STATE/COUNTY-  WV/RALEIGH
 GX1176  USGS QUAD   -  BECKLEY (1989)
 GX1176
 GX1176                         *CURRENT SURVEY CONTROL
 GX1176  ___________________________________________________________________
 GX1176* NAD 83(1986)-  37 45 33.     (N)    081 09 55.     (W)     SCALED    
 GX1176* NAVD 88     -       648.748  (meters)    2128.43   (feet)  ADJUSTED  
 GX1176  ___________________________________________________________________
 GX1176  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1176  DYNAMIC HT  -         648.199 (meters)    2126.63  (feet)  COMP
 GX1176  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 GX1176
 GX1176  VERT ORDER  -  SECOND    CLASS 0
 GX1176
 GX1176.The horizontal coordinates were scaled from a topographic map and have
 GX1176.an estimated accuracy of +/- 6 seconds.
 GX1176
 GX1176.The orthometric height was determined by differential leveling
 GX1176.and adjusted by the National Geodetic Survey in June 1991..
 GX1176
 GX1176.The geoid height was determined by GEOID03.
 GX1176
 GX1176.The dynamic height is computed by dividing the NAVD 88
 GX1176.geopotential number by the normal gravity value computed on the
 GX1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1176.degrees latitude (g = 980.6199 gals.).
 GX1176
 GX1176.The modeled gravity was interpolated from observed gravity values.
 GX1176
 GX1176;                    North         East    Units  Estimated Accuracy
 GX1176;SPC WV S     -    84,270.      585,440.      MT  (+/- 180 meters Scaled)
 GX1176
 GX1176                          SUPERSEDED SURVEY CONTROL
 GX1176
 GX1176  NGVD 29 (??/??/92)  648.889  (m)         2128.90   (f) ADJ UNCH    2 0
 GX1176
 GX1176.Superseded values are not recommended for survey control.
 GX1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1176.See file dsdata.txt to determine how the superseded data were derived.
 GX1176
 GX1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB854791(NAD 83)
 GX1176_MARKER: DB = BENCH MARK DISK
 GX1176_SETTING: 66 = SET IN ROCK OUTCROP
 GX1176_SP_SET: ROCK
 GX1176_STAMPING: V 43 X 1960
 GX1176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1176+STABILITY: POSITION/ELEVATION WELL
 GX1176
 GX1176  HISTORY     - Date     Condition        Report By
 GX1176  HISTORY     - 1960     MONUMENTED       CGS
 GX1176  HISTORY     - 1977     GOOD             BAKER
 GX1176  HISTORY     - 20050428 POOR             INDIV
 GX1176
 GX1176                          STATION DESCRIPTION
 GX1176
 GX1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1176'0.7 MI SW FROM RALEIGH.
 GX1176'ABOUT 0.7 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1176'FROM ITS OVERPASS OVER U.S. HIGHWAYS 19 AND 21 AT RALEIGH, ABOUT
 GX1176'0.35 MILE NORTHWEST OF THE FREIGHT STATION, SET VERTICALLY IN
 GX1176'FACE OF A ROCK CUT, 98 YARDS WEST OF EAST END OF HIGH ROCKY CUT
 GX1176'SOUTH OF TRACK, 12 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN
 GX1176'TRACK AND ABOUT 4 FEET AOBVE LEVEL OF TRACK.
 GX1176
 GX1176                          STATION RECOVERY (1977)
 GX1176
 GX1176'RECOVERY NOTE BY M BAKER JR INCORPORATED 1977
 GX1176'RECOVERED IN GOOD CONDITION.
 GX1176
 GX1176                          STATION RECOVERY (2005)
 GX1176
 GX1176'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BWL)
 GX1176'THE DISK HAS BEEN REMOVED FROM ITS SETTING IN THE VERTICAL ROCK FACE,
 GX1176'HOWEVER, A METAL STEM THAT WAS PROBABLY ATTACHED TO THE DISK IS STILL
 GX1176'EMBEDDED IN THE VERTICAL ROCK FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2198 ***********************************************************************
 GX2198  DESIGNATION -  V 44
 GX2198  PID         -  GX2198
 GX2198  STATE/COUNTY-  WV/WYOMING
 GX2198  USGS QUAD   -  OCEANA (1976)
 GX2198
 GX2198                         *CURRENT SURVEY CONTROL
 GX2198  ___________________________________________________________________
 GX2198* NAD 83(1986)-  37 41 56.     (N)    081 38 13.     (W)     SCALED    
 GX2198* NAVD 88     -       381.965  (meters)    1253.16   (feet)  ADJUSTED  
 GX2198  ___________________________________________________________________
 GX2198  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX2198  DYNAMIC HT  -         381.662 (meters)    1252.17  (feet)  COMP
 GX2198  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 GX2198
 GX2198  VERT ORDER  -  SECOND    CLASS 0
 GX2198
 GX2198.The horizontal coordinates were scaled from a topographic map and have
 GX2198.an estimated accuracy of +/- 6 seconds.
 GX2198
 GX2198.The orthometric height was determined by differential leveling
 GX2198.and adjusted by the National Geodetic Survey in June 1991..
 GX2198
 GX2198.The geoid height was determined by GEOID03.
 GX2198
 GX2198.The dynamic height is computed by dividing the NAVD 88
 GX2198.geopotential number by the normal gravity value computed on the
 GX2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2198.degrees latitude (g = 980.6199 gals.).
 GX2198
 GX2198.The modeled gravity was interpolated from observed gravity values.
 GX2198
 GX2198;                    North         East    Units  Estimated Accuracy
 GX2198;SPC WV S     -    77,760.      543,830.      MT  (+/- 180 meters Scaled)
 GX2198
 GX2198                          SUPERSEDED SURVEY CONTROL
 GX2198
 GX2198  NGVD 29 (??/??/92)  382.12   (m)         1253.7    (f) COMPUTED    2 0
 GX2198
 GX2198.Superseded values are not recommended for survey control.
 GX2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2198.See file dsdata.txt to determine how the superseded data were derived.
 GX2198
 GX2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB438725(NAD 83)
 GX2198_MARKER: DB = BENCH MARK DISK
 GX2198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2198_SP_SET: CULVERT
 GX2198_STAMPING: V 44 1935
 GX2198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2198
 GX2198  HISTORY     - Date     Condition        Report By
 GX2198  HISTORY     - 1935     MONUMENTED       CGS
 GX2198  HISTORY     - 1958     MARK NOT FOUND   NGS
 GX2198
 GX2198                          STATION DESCRIPTION
 GX2198
 GX2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2198'AT OCEANA.
 GX2198'ON STATE HIGHWAY 10, 85 YARDS EAST OF THE POST OFFICE, 26 FEET
 GX2198'NORTH OF THE CENTERLINE OF THE HIGHWAY, IN FRONT OF THE RESIDENCE
 GX2198'OCCUPIED IN 1935 BY MISS ELLA SHOEMAKER, AT A CULVERT, IN THE
 GX2198'TOP OF THE NORTH HEADWALL, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 GX2198'DISK, STAMPED V 44 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0941 ***********************************************************************
 HY0941  DESIGNATION -  V 45
 HY0941  PID         -  HY0941
 HY0941  STATE/COUNTY-  WV/WAYNE
 HY0941  USGS QUAD   -  LOUISA (1993)
 HY0941
 HY0941                         *CURRENT SURVEY CONTROL
 HY0941  ___________________________________________________________________
 HY0941* NAD 83(1986)-  38 01 52.     (N)    082 31 57.     (W)     SCALED    
 HY0941* NAVD 88     -       179.623  (meters)     589.31   (feet)  ADJUSTED  
 HY0941  ___________________________________________________________________
 HY0941  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HY0941  DYNAMIC HT  -         179.495 (meters)     588.89  (feet)  COMP
 HY0941  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 HY0941
 HY0941  VERT ORDER  -  SECOND    CLASS 0
 HY0941
 HY0941.The horizontal coordinates were scaled from a topographic map and have
 HY0941.an estimated accuracy of +/- 6 seconds.
 HY0941
 HY0941.The orthometric height was determined by differential leveling
 HY0941.and adjusted by the National Geodetic Survey in June 1991..
 HY0941
 HY0941.The geoid height was determined by GEOID03.
 HY0941
 HY0941.The dynamic height is computed by dividing the NAVD 88
 HY0941.geopotential number by the normal gravity value computed on the
 HY0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0941.degrees latitude (g = 980.6199 gals.).
 HY0941
 HY0941.The modeled gravity was interpolated from observed gravity values.
 HY0941
 HY0941;                    North         East    Units  Estimated Accuracy
 HY0941;SPC WV S     -   115,550.      465,470.      MT  (+/- 180 meters Scaled)
 HY0941
 HY0941                          SUPERSEDED SURVEY CONTROL
 HY0941
 HY0941  NGVD 29 (??/??/92)  179.844  (m)          590.04   (f) ADJ UNCH    2 0
 HY0941
 HY0941.Superseded values are not recommended for survey control.
 HY0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0941.See file dsdata.txt to determine how the superseded data were derived.
 HY0941
 HY0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC655103(NAD 83)
 HY0941_MARKER: DB = BENCH MARK DISK
 HY0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0941_SP_SET: CULVERT
 HY0941_STAMPING: V 45 1935
 HY0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0941
 HY0941  HISTORY     - Date     Condition        Report By
 HY0941  HISTORY     - 1935     MONUMENTED       CGS
 HY0941  HISTORY     - 1952     GOOD             NGS
 HY0941
 HY0941                          STATION DESCRIPTION
 HY0941
 HY0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HY0941'1.3 MI N FROM GLENHAYES.
 HY0941'ABOUT 1.3 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 HY0941'THE STATION AT GLENHAYES, 5 1/2 RAILS NORTH OF MILE POST NA 26,
 HY0941'80 FEET SOUTH OF CENTER OF A PRIVATE ROAD, SET IN THE TOP OF
 HY0941'THE SOUTH END OF THE EAST HEAD WALL OF A 4-FOOT PIPE CULVERT,
 HY0941'14.5 FEET WEST OF CENTER LINE OF RIVER ROAD AND ABOUT 3 1/2
 HY0941'FEET BELOW LEVEL OF TRACK.  NOTE-- HEADWALL IS NOW ABOUT 1 FOOT
 HY0941'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0073 ***********************************************************************
 GY0073  DESIGNATION -  V 46
 GY0073  PID         -  GY0073
 GY0073  STATE/COUNTY-  WV/MINGO
 GY0073  USGS QUAD   -  WILLIAMSON (1992)
 GY0073
 GY0073                         *CURRENT SURVEY CONTROL
 GY0073  ___________________________________________________________________
 GY0073* NAD 83(1986)-  37 43 11.     (N)    082 18 44.     (W)     SCALED    
 GY0073* NAVD 88     -       199.068  (meters)     653.11   (feet)  ADJUSTED  
 GY0073  ___________________________________________________________________
 GY0073  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GY0073  DYNAMIC HT  -         198.921 (meters)     652.63  (feet)  COMP
 GY0073  MODELED GRAV-     979,889.4   (mgal)                       NAVD 88
 GY0073
 GY0073  VERT ORDER  -  SECOND    CLASS 0
 GY0073
 GY0073.The horizontal coordinates were scaled from a topographic map and have
 GY0073.an estimated accuracy of +/- 6 seconds.
 GY0073
 GY0073.The orthometric height was determined by differential leveling
 GY0073.and adjusted by the National Geodetic Survey in June 1991..
 GY0073
 GY0073.The geoid height was determined by GEOID03.
 GY0073
 GY0073.The dynamic height is computed by dividing the NAVD 88
 GY0073.geopotential number by the normal gravity value computed on the
 GY0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0073.degrees latitude (g = 980.6199 gals.).
 GY0073
 GY0073.The modeled gravity was interpolated from observed gravity values.
 GY0073
 GY0073;                    North         East    Units  Estimated Accuracy
 GY0073;SPC WV S     -    80,700.      484,320.      MT  (+/- 180 meters Scaled)
 GY0073
 GY0073                          SUPERSEDED SURVEY CONTROL
 GY0073
 GY0073  NGVD 29 (??/??/92)  199.294  (m)          653.85   (f) ADJ UNCH    2 0
 GY0073
 GY0073.Superseded values are not recommended for survey control.
 GY0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0073.See file dsdata.txt to determine how the superseded data were derived.
 GY0073
 GY0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB843755(NAD 83)
 GY0073_MARKER: DB = BENCH MARK DISK
 GY0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0073_STAMPING: V 46 1935
 GY0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0073+STABILITY: SURFACE MOTION
 GY0073
 GY0073  HISTORY     - Date     Condition        Report By
 GY0073  HISTORY     - 1935     MONUMENTED       NWRR
 GY0073  HISTORY     - 1953     MARK NOT FOUND   NGS
 GY0073  HISTORY     - 19891215 MARK NOT FOUND   USGS
 GY0073
 GY0073                          STATION DESCRIPTION
 GY0073
 GY0073'DESCRIBED BY NORFOLK AND WESTERN RR 1935
 GY0073'1.8 MI S FROM NOLAN.
 GY0073'1.8 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0073'STATION AT NOLAN, MINGO COUNTY, 25.8 FEET SOUTHWEST OF THE SOUTHWEST
 GY0073'RAIL, AT THE SOUTH ENTRANCE OF MORRIS AIRPORT, ABOUT 300 YARDS
 GY0073'SOUTHEAST OF THE HANGER, 16.5 FEET NORTH OF THE CENTERLINE OF THE
 GY0073'DRIVEWAY, 2.4 FEET SOUTHWEST OF A FENCE LINE, AND ABOUT 1 FOOT
 GY0073'BELOW THE LEVEL OF THE RAIL.  A STANDARD DISK, STAMPED V 46 1935 AND
 GY0073'SET IN THE TOP OF A CONCRETE POST.
 GY0073
 GY0073                          STATION RECOVERY (1953)
 GY0073
 GY0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GY0073'MARK NOT FOUND.
 GY0073
 GY0073                          STATION RECOVERY (1989)
 GY0073
 GY0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (BRF)
 GY0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0142 ***********************************************************************
 GY0142  DESIGNATION -  V 47
 GY0142  PID         -  GY0142
 GY0142  STATE/COUNTY-  WV/MINGO
 GY0142  USGS QUAD   -  MAJESTIC (1977)
 GY0142
 GY0142                         *CURRENT SURVEY CONTROL
 GY0142  ___________________________________________________________________
 GY0142* NAD 83(1986)-  37 31 43.     (N)    082 02 48.     (W)     SCALED    
 GY0142* NAVD 88     -       237.054  (meters)     777.73   (feet)  ADJUSTED  
 GY0142  ___________________________________________________________________
 GY0142  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GY0142  DYNAMIC HT  -         236.870 (meters)     777.13  (feet)  COMP
 GY0142  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 GY0142
 GY0142  VERT ORDER  -  SECOND    CLASS 0
 GY0142
 GY0142.The horizontal coordinates were scaled from a topographic map and have
 GY0142.an estimated accuracy of +/- 6 seconds.
 GY0142
 GY0142.The orthometric height was determined by differential leveling
 GY0142.and adjusted by the National Geodetic Survey in June 1991..
 GY0142
 GY0142.The geoid height was determined by GEOID03.
 GY0142
 GY0142.The dynamic height is computed by dividing the NAVD 88
 GY0142.geopotential number by the normal gravity value computed on the
 GY0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0142.degrees latitude (g = 980.6199 gals.).
 GY0142
 GY0142.The modeled gravity was interpolated from observed gravity values.
 GY0142
 GY0142;                    North         East    Units  Estimated Accuracy
 GY0142;SPC WV S     -    59,190.      507,490.      MT  (+/- 180 meters Scaled)
 GY0142
 GY0142                          SUPERSEDED SURVEY CONTROL
 GY0142
 GY0142  NGVD 29 (??/??/92)  237.268  (m)          778.44   (f) ADJ UNCH    2 0
 GY0142
 GY0142.Superseded values are not recommended for survey control.
 GY0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0142.See file dsdata.txt to determine how the superseded data were derived.
 GY0142
 GY0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB075540(NAD 83)
 GY0142_MARKER: DB = BENCH MARK DISK
 GY0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0142_SP_SET: ABUTMENT
 GY0142_STAMPING: V 47 1935
 GY0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY0142+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 GY0142
 GY0142  HISTORY     - Date     Condition        Report By
 GY0142  HISTORY     - 1935     MONUMENTED       CGS
 GY0142  HISTORY     - 1952     GOOD             NGS
 GY0142  HISTORY     - 20021026 GOOD             GREOMA
 GY0142
 GY0142                          STATION DESCRIPTION
 GY0142
 GY0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GY0142'1.4 MI S FROM DEVON.
 GY0142'ABOUT 1.4 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0142'THE STATION AT DEVON, AT THE JUNCTION OF A SPUR TRACK LEADING
 GY0142'SOUTH ACROSS TUG FORK OF BIG SANDY RIVER TO A RAILWAY TUNNEL
 GY0142'ON KENTUCKY SIDE OF RIVER, SET IN THE TOP OF THE EAST END OF NORTH
 GY0142'ABUTMENT OF SOUTH BOUND TRAFFIC BRIDGE OVER TUG FORK, 9 1/2
 GY0142'FEET EAST OF EAST RAIL OF SIDE TRACK LEADING SOUTH, 30 FEET
 GY0142'SOUTH OF SOUTH RAIL OF A SIDING ALONG MAIN LINE OF N. AND W. RY.
 GY0142'AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
 GY0142
 GY0142                          STATION RECOVERY (2002)
 GY0142
 GY0142'RECOVERY NOTE BY GREENHORNE-OMARA 2002 (TDT)
 GY0142'RECOVERED AS DESCRIBED, SUITABLE FOR SATELLITE OBSERVATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1621 ***********************************************************************
 GX1621  DESIGNATION -  V 48
 GX1621  PID         -  GX1621
 GX1621  STATE/COUNTY-  WV/MCDOWELL
 GX1621  USGS QUAD   -  DAVY (1976)
 GX1621
 GX1621                         *CURRENT SURVEY CONTROL
 GX1621  ___________________________________________________________________
 GX1621* NAD 83(1986)-  37 27 14.     (N)    081 43 22.     (W)     SCALED    
 GX1621* NAVD 88     -       329.045  (meters)    1079.54   (feet)  ADJUSTED  
 GX1621  ___________________________________________________________________
 GX1621  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX1621  DYNAMIC HT  -         328.780 (meters)    1078.67  (feet)  COMP
 GX1621  MODELED GRAV-     979,816.3   (mgal)                       NAVD 88
 GX1621
 GX1621  VERT ORDER  -  SECOND    CLASS 0
 GX1621
 GX1621.The horizontal coordinates were scaled from a topographic map and have
 GX1621.an estimated accuracy of +/- 6 seconds.
 GX1621
 GX1621.The orthometric height was determined by differential leveling
 GX1621.and adjusted by the National Geodetic Survey in June 1991..
 GX1621
 GX1621.The geoid height was determined by GEOID03.
 GX1621
 GX1621.The dynamic height is computed by dividing the NAVD 88
 GX1621.geopotential number by the normal gravity value computed on the
 GX1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1621.degrees latitude (g = 980.6199 gals.).
 GX1621
 GX1621.The modeled gravity was interpolated from observed gravity values.
 GX1621
 GX1621;                    North         East    Units  Estimated Accuracy
 GX1621;SPC WV S     -    50,630.      536,050.      MT  (+/- 180 meters Scaled)
 GX1621
 GX1621                          SUPERSEDED SURVEY CONTROL
 GX1621
 GX1621  NGVD 29 (??/??/92)  329.226  (m)         1080.14   (f) ADJ UNCH    2 0
 GX1621
 GX1621.Superseded values are not recommended for survey control.
 GX1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1621.See file dsdata.txt to determine how the superseded data were derived.
 GX1621
 GX1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB360454(NAD 83)
 GX1621_MARKER: DB = BENCH MARK DISK
 GX1621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1621_SP_SET: TUNNEL
 GX1621_STAMPING: V 48 1935
 GX1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1621
 GX1621  HISTORY     - Date     Condition        Report By
 GX1621  HISTORY     - 1935     MONUMENTED       CGS
 GX1621
 GX1621                          STATION DESCRIPTION
 GX1621
 GX1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1621'1.4 MI NW FROM RODERFIELD.
 GX1621'1.4 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1621'THE STATION AT RODERFIELD, MCDOWELL COUNTY, 0.1 MILE WEST OF
 GX1621'MILEPOST N 415, IN THE EAST FACE OF A TUNNEL, 7 FEET NORTH OF
 GX1621'THE NORTH RAIL, 2.3 FEET NORTH OF THE SOUTHEAST INSIDE CORNER,
 GX1621'AND ABOUT 4 FEET ABOVE THE GROUND, A STANDARD DISK, STAMPED V 48
 GX1621'1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1297 ***********************************************************************
 GX1297  DESIGNATION -  V 49
 GX1297  PID         -  GX1297
 GX1297  STATE/COUNTY-  WV/MCDOWELL
 GX1297  USGS QUAD   -  KEYSTONE (1976)
 GX1297
 GX1297                         *CURRENT SURVEY CONTROL
 GX1297  ___________________________________________________________________
 GX1297* NAD 83(1986)-  37 23 08.     (N)    081 24 53.     (W)     SCALED    
 GX1297* NAVD 88     -       574.631  (meters)    1885.27   (feet)  ADJUSTED  
 GX1297  ___________________________________________________________________
 GX1297  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GX1297  DYNAMIC HT  -         574.132 (meters)    1883.63  (feet)  COMP
 GX1297  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 GX1297
 GX1297  VERT ORDER  -  SECOND    CLASS 0
 GX1297
 GX1297.The horizontal coordinates were scaled from a topographic map and have
 GX1297.an estimated accuracy of +/- 6 seconds.
 GX1297
 GX1297.The orthometric height was determined by differential leveling
 GX1297.and adjusted by the National Geodetic Survey in June 1991..
 GX1297
 GX1297.The geoid height was determined by GEOID03.
 GX1297
 GX1297.The dynamic height is computed by dividing the NAVD 88
 GX1297.geopotential number by the normal gravity value computed on the
 GX1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1297.degrees latitude (g = 980.6199 gals.).
 GX1297
 GX1297.The modeled gravity was interpolated from observed gravity values.
 GX1297
 GX1297;                    North         East    Units  Estimated Accuracy
 GX1297;SPC WV S     -    42,880.      563,270.      MT  (+/- 180 meters Scaled)
 GX1297
 GX1297                          SUPERSEDED SURVEY CONTROL
 GX1297
 GX1297  NGVD 29 (??/??/92)  574.760  (m)         1885.69   (f) ADJ UNCH    2 0
 GX1297
 GX1297.Superseded values are not recommended for survey control.
 GX1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1297.See file dsdata.txt to determine how the superseded data were derived.
 GX1297
 GX1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB632377(NAD 83)
 GX1297_MARKER: DB = BENCH MARK DISK
 GX1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1297_STAMPING: V 49 1935
 GX1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1297+STABILITY: SURFACE MOTION
 GX1297
 GX1297  HISTORY     - Date     Condition        Report By
 GX1297  HISTORY     - 1935     MONUMENTED       CGS
 GX1297  HISTORY     - 1958     GOOD             NGS
 GX1297
 GX1297                          STATION DESCRIPTION
 GX1297
 GX1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1297'1.1 MI S FROM UPLAND.
 GX1297'ABOUT 1.1 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1297'FROM THE ELKHORN DISTRICT HIGH SCHOOL AT UPLAND, AT ELKHORN,
 GX1297'ABOUT 100 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE POST
 GX1297'OFFICE, ABOUT 71 YARDS NORTHEAST OF THE EAST CORNER AND IN LINE
 GX1297'WITH THE SOUTHEAST END OF THE ELKHORN PUBLIC SCHOOL, IN A SMALL
 GX1297'SODDED TRIANGLE (SMALL PARK), 107 FEET SOUTH OF THE SOUTH RAIL OF
 GX1297'THE SOUTH TRACK, 33 1/2 FEET WEST OF A 30-INCH TREE, ABOUT 15
 GX1297'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 GX1297'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0499 ***********************************************************************
 HY0499  DESIGNATION -  V 50
 HY0499  PID         -  HY0499
 HY0499  STATE/COUNTY-  WV/LINCOLN
 HY0499  USGS QUAD   -  RANGER (1976)
 HY0499
 HY0499                         *CURRENT SURVEY CONTROL
 HY0499  ___________________________________________________________________
 HY0499* NAD 83(1986)-  38 03 13.     (N)    082 08 39.     (W)     SCALED    
 HY0499* NAVD 88     -       186.825  (meters)     612.94   (feet)  ADJUSTED  
 HY0499  ___________________________________________________________________
 HY0499  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HY0499  DYNAMIC HT  -         186.691 (meters)     612.50  (feet)  COMP
 HY0499  MODELED GRAV-     979,905.4   (mgal)                       NAVD 88
 HY0499
 HY0499  VERT ORDER  -  SECOND    CLASS 0
 HY0499
 HY0499.The horizontal coordinates were scaled from a topographic map and have
 HY0499.an estimated accuracy of +/- 6 seconds.
 HY0499
 HY0499.The orthometric height was determined by differential leveling
 HY0499.and adjusted by the National Geodetic Survey in June 1991..
 HY0499
 HY0499.The geoid height was determined by GEOID03.
 HY0499
 HY0499.The dynamic height is computed by dividing the NAVD 88
 HY0499.geopotential number by the normal gravity value computed on the
 HY0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0499.degrees latitude (g = 980.6199 gals.).
 HY0499
 HY0499.The modeled gravity was interpolated from observed gravity values.
 HY0499
 HY0499;                    North         East    Units  Estimated Accuracy
 HY0499;SPC WV S     -   117,560.      499,590.      MT  (+/- 180 meters Scaled)
 HY0499
 HY0499                          SUPERSEDED SURVEY CONTROL
 HY0499
 HY0499  NGVD 29 (??/??/92)  187.040  (m)          613.65   (f) ADJ UNCH    2 0
 HY0499
 HY0499.Superseded values are not recommended for survey control.
 HY0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0499.See file dsdata.txt to determine how the superseded data were derived.
 HY0499
 HY0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC996123(NAD 83)
 HY0499_MARKER: DB = BENCH MARK DISK
 HY0499_SETTING: 80 = SET IN A BOULDER
 HY0499_SP_SET: BOULDER
 HY0499_STAMPING: V 50 1935
 HY0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0499+STABILITY: SURFACE MOTION
 HY0499
 HY0499  HISTORY     - Date     Condition        Report By
 HY0499  HISTORY     - 1935     MONUMENTED       CGS
 HY0499
 HY0499                          STATION DESCRIPTION
 HY0499
 HY0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0499'2 MI NW FROM HART.
 HY0499'2.0 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 HY0499'HART, LINCOLN COUNTY, 24 RAILS NORTH OF MILEPOST B 42, 37 FEET
 HY0499'WEST OF THE WEST RAIL OF THE MAIN TRACK, IN THE FACE OF A BOULDER,
 HY0499'AND ABOUT 8 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HY0499'V 50 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2247 ***********************************************************************
 GX2247  DESIGNATION -  V 51
 GX2247  PID         -  GX2247
 GX2247  STATE/COUNTY-  WV/LOGAN
 GX2247  USGS QUAD   -  LOGAN (1989)
 GX2247
 GX2247                         *CURRENT SURVEY CONTROL
 GX2247  ___________________________________________________________________
 GX2247* NAD 83(1986)-  37 48 09.     (N)    081 58 58.     (W)     SCALED    
 GX2247* NAVD 88     -       222.593  (meters)     730.29   (feet)  ADJUSTED  
 GX2247  ___________________________________________________________________
 GX2247  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GX2247  DYNAMIC HT  -         222.430 (meters)     729.76  (feet)  COMP
 GX2247  MODELED GRAV-     979,893.7   (mgal)                       NAVD 88
 GX2247
 GX2247  VERT ORDER  -  SECOND    CLASS 0
 GX2247
 GX2247.The horizontal coordinates were scaled from a topographic map and have
 GX2247.an estimated accuracy of +/- 6 seconds.
 GX2247
 GX2247.The orthometric height was determined by differential leveling
 GX2247.and adjusted by the National Geodetic Survey in June 1991..
 GX2247
 GX2247.The geoid height was determined by GEOID03.
 GX2247
 GX2247.The dynamic height is computed by dividing the NAVD 88
 GX2247.geopotential number by the normal gravity value computed on the
 GX2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2247.degrees latitude (g = 980.6199 gals.).
 GX2247
 GX2247.The modeled gravity was interpolated from observed gravity values.
 GX2247
 GX2247;                    North         East    Units  Estimated Accuracy
 GX2247;SPC WV S     -    89,530.      513,460.      MT  (+/- 180 meters Scaled)
 GX2247
 GX2247                          SUPERSEDED SURVEY CONTROL
 GX2247
 GX2247  NGVD 29 (??/??/92)  222.81   (m)          731.0    (f) COMPUTED    2 0
 GX2247
 GX2247.Superseded values are not recommended for survey control.
 GX2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2247.See file dsdata.txt to determine how the superseded data were derived.
 GX2247
 GX2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB134843(NAD 83)
 GX2247_MARKER: DD = SURVEY DISK
 GX2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2247_STAMPING: V 51 1935
 GX2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2247+STABILITY: SURFACE MOTION
 GX2247
 GX2247  HISTORY     - Date     Condition        Report By
 GX2247  HISTORY     - UNK      MONUMENTED       WVGS
 GX2247  HISTORY     - 1957     MARK NOT FOUND   NGS
 GX2247
 GX2247                          STATION DESCRIPTION
 GX2247
 GX2247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2247'0.5 MI S FROM ROSSMORE.
 GX2247'ON U.S. HIGHWAY 119, AT THE SOUTHWEST CORNER OF THE STEEL BRIDGE
 GX2247'OVER ISLAND CREEK, 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 GX2247'AND LEVEL WITH THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 GX2247'STAMPED V 51 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0277 ***********************************************************************
 GY0277  DESIGNATION -  V 52
 GY0277  PID         -  GY0277
 GY0277  STATE/COUNTY-  WV/MINGO
 GY0277  USGS QUAD   -  BARNABUS (1976)
 GY0277
 GY0277                         *CURRENT SURVEY CONTROL
 GY0277  ___________________________________________________________________
 GY0277* NAD 83(1986)-  37 39 34.     (N)    082 05 55.     (W)     SCALED    
 GY0277* NAVD 88     -       318.034  (meters)    1043.42   (feet)  POSTED    
 GY0277  ___________________________________________________________________
 GY0277  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GY0277  DYNAMIC HT  -         317.790 (meters)    1042.62  (feet)  COMP
 GY0277  MODELED GRAV-     979,866.1   (mgal)                       NAVD 88
 GY0277
 GY0277  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GY0277
 GY0277.The horizontal coordinates were scaled from a topographic map and have
 GY0277.an estimated accuracy of +/- 6 seconds.
 GY0277
 GY0277.The orthometric height was determined by differential leveling
 GY0277.and adjusted by the National Geodetic Survey in 1992..
 GY0277.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GY0277.rate of 4.1 thru 8.0 mm/km.
 GY0277
 GY0277.The geoid height was determined by GEOID03.
 GY0277
 GY0277.The dynamic height is computed by dividing the NAVD 88
 GY0277.geopotential number by the normal gravity value computed on the
 GY0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0277.degrees latitude (g = 980.6199 gals.).
 GY0277
 GY0277.The modeled gravity was interpolated from observed gravity values.
 GY0277
 GY0277;                    North         East    Units  Estimated Accuracy
 GY0277;SPC WV S     -    73,770.      503,070.      MT  (+/- 180 meters Scaled)
 GY0277
 GY0277                          SUPERSEDED SURVEY CONTROL
 GY0277
 GY0277  NGVD 29 (??/??/92)  318.226  (m)         1044.05   (f) ADJ UNCH    2 0
 GY0277
 GY0277.Superseded values are not recommended for survey control.
 GY0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0277.See file dsdata.txt to determine how the superseded data were derived.
 GY0277
 GY0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB030685(NAD 83)
 GY0277_MARKER: DD = SURVEY DISK
 GY0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0277_STAMPING: V 52
 GY0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0277+STABILITY: SURFACE MOTION
 GY0277
 GY0277  HISTORY     - Date     Condition        Report By
 GY0277  HISTORY     - UNK      MONUMENTED       WVGS
 GY0277  HISTORY     - 1957     MARK NOT FOUND   NGS
 GY0277
 GY0277                          STATION DESCRIPTION
 GY0277
 GY0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0277'4.7 MI NE FROM TAYLORSVILLE.
 GY0277'4.7 MILES EAST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION OF THE
 GY0277'RED JACKET ROAD AT TAYLORSVILLE, MINGO COUNTY, 0.2 MILE EAST OF
 GY0277'COZY OAK CAMP, 28 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GY0277'AT THE J.C. CHAMBERS PROPERTY, IN THE SOUTHEAST CORNER OF THE
 GY0277'YARD, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A STATE SURVEY
 GY0277'STANDARD DISK, STAMPED V 52 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1709 ***********************************************************************
 HX1709  DESIGNATION -  V 6
 HX1709  PID         -  HX1709
 HX1709  STATE/COUNTY-  WV/WIRT
 HX1709  USGS QUAD   -  REEDY (1975)
 HX1709
 HX1709                         *CURRENT SURVEY CONTROL
 HX1709  ___________________________________________________________________
 HX1709* NAD 83(1986)-  38 55 16.     (N)    081 24 50.     (W)     SCALED    
 HX1709* NAVD 88     -       205.263  (meters)     673.43   (feet)  ADJUSTED  
 HX1709  ___________________________________________________________________
 HX1709  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HX1709  DYNAMIC HT  -         205.131 (meters)     673.00  (feet)  COMP
 HX1709  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 HX1709
 HX1709  VERT ORDER  -  SECOND    CLASS 0
 HX1709
 HX1709.The horizontal coordinates were scaled from a topographic map and have
 HX1709.an estimated accuracy of +/- 6 seconds.
 HX1709
 HX1709.The orthometric height was determined by differential leveling
 HX1709.and adjusted by the National Geodetic Survey in June 1991..
 HX1709
 HX1709.The geoid height was determined by GEOID03.
 HX1709
 HX1709.The dynamic height is computed by dividing the NAVD 88
 HX1709.geopotential number by the normal gravity value computed on the
 HX1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1709.degrees latitude (g = 980.6199 gals.).
 HX1709
 HX1709.The modeled gravity was interpolated from observed gravity values.
 HX1709
 HX1709;                    North         East    Units  Estimated Accuracy
 HX1709;SPC WV N     -    48,520.      434,030.      MT  (+/- 180 meters Scaled)
 HX1709
 HX1709                          SUPERSEDED SURVEY CONTROL
 HX1709
 HX1709  NGVD 29 (??/??/92)  205.417  (m)          673.94   (f) ADJ UNCH    2 0
 HX1709
 HX1709.Superseded values are not recommended for survey control.
 HX1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1709.See file dsdata.txt to determine how the superseded data were derived.
 HX1709
 HX1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD641081(NAD 83)
 HX1709_MARKER: DB = BENCH MARK DISK
 HX1709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1709_SP_SET: CULVERT
 HX1709_STAMPING: V 6 1933
 HX1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1709
 HX1709  HISTORY     - Date     Condition        Report By
 HX1709  HISTORY     - 1933     MONUMENTED       CGS
 HX1709  HISTORY     - 1941     GOOD             NGS
 HX1709
 HX1709                          STATION DESCRIPTION
 HX1709
 HX1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HX1709'2.1 MI N FROM REEDY.
 HX1709'IN WIRT COUNTY, ABOUT 2.1 MILES NORTH ALONG STATE HIGHWAY 14 FROM
 HX1709'THE POST OFFICE AT REEDY, ROANE COUNTY, ABOUT 240 YARDS NORTH OF
 HX1709'THE WIRT-ROANE COUNTY LINE, ABOUT 150 FEET SOUTH OF A WHITE
 HX1709'FARMHOUSE, AT A CULVERT, IN THE TOP OF THE NORTHWEST CONCRETE
 HX1709'WING WALL, 17.1 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 5.9
 HX1709'FEET SOUTH OF A WHITE WOODEN POST STENCILED U.S.B.M., AND ABOUT
 HX1709'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED V 6 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0377 ***********************************************************************
 JW0377  DESIGNATION -  V 60
 JW0377  PID         -  JW0377
 JW0377  STATE/COUNTY-  WV/HARDY
 JW0377  USGS QUAD   -  MOOREFIELD (1981)
 JW0377
 JW0377                         *CURRENT SURVEY CONTROL
 JW0377  ___________________________________________________________________
 JW0377* NAD 83(1986)-  39 04 53.     (N)    078 54 25.     (W)     SCALED    
 JW0377* NAVD 88     -       380.939  (meters)    1249.80   (feet)  ADJUSTED  
 JW0377  ___________________________________________________________________
 JW0377  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JW0377  DYNAMIC HT  -         380.694 (meters)    1248.99  (feet)  COMP
 JW0377  MODELED GRAV-     979,973.8   (mgal)                       NAVD 88
 JW0377
 JW0377  VERT ORDER  -  SECOND    CLASS 0
 JW0377
 JW0377.The horizontal coordinates were scaled from a topographic map and have
 JW0377.an estimated accuracy of +/- 6 seconds.
 JW0377
 JW0377.The orthometric height was determined by differential leveling
 JW0377.and adjusted by the National Geodetic Survey in June 1991..
 JW0377
 JW0377.The geoid height was determined by GEOID03.
 JW0377
 JW0377.The dynamic height is computed by dividing the NAVD 88
 JW0377.geopotential number by the normal gravity value computed on the
 JW0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0377.degrees latitude (g = 980.6199 gals.).
 JW0377
 JW0377.The modeled gravity was interpolated from observed gravity values.
 JW0377
 JW0377;                    North         East    Units  Estimated Accuracy
 JW0377;SPC WV N     -    64,710.      651,310.      MT  (+/- 180 meters Scaled)
 JW0377
 JW0377                          SUPERSEDED SURVEY CONTROL
 JW0377
 JW0377  NGVD 29 (??/??/92)  381.094  (m)         1250.31   (f) ADJ UNCH    2 0
 JW0377
 JW0377.Superseded values are not recommended for survey control.
 JW0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0377.See file dsdata.txt to determine how the superseded data were derived.
 JW0377
 JW0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD810278(NAD 83)
 JW0377_MARKER: DB = BENCH MARK DISK
 JW0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0377_SP_SET: CULVERT
 JW0377_STAMPING: V 60 1935
 JW0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0377
 JW0377  HISTORY     - Date     Condition        Report By
 JW0377  HISTORY     - 1935     MONUMENTED       CGS
 JW0377  HISTORY     - 1962     GOOD             NGS
 JW0377
 JW0377                          STATION DESCRIPTION
 JW0377
 JW0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JW0377'4 MI E FROM MOOREFIELD.
 JW0377'4.0 MILES EAST ALONG FORMER STATE HIGHWAY 23 FROM THE BALTIMORE
 JW0377'AND OHIO RAILROAD STATION AT MOOREFIELD, HARDY COUNTY, 150 FEET
 JW0377'NORTH OF THE MARTIN HOUSE, AT A SMALL CREEK FLOWING DOWN A CANYON,
 JW0377'IN THE TOP OF THE WEST END OF A LARGE CONCRETE CULVERT, AND 18
 JW0377'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 JW0377'STAMPED V 60 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1528 ***********************************************************************
 HW1528  DESIGNATION -  V 61
 HW1528  PID         -  HW1528
 HW1528  STATE/COUNTY-  WV/PENDLETON
 HW1528  USGS QUAD   -  SUGAR GROVE (1981)
 HW1528
 HW1528                         *CURRENT SURVEY CONTROL
 HW1528  ___________________________________________________________________
 HW1528* NAD 83(1986)-  38 30 35.     (N)    079 18 02.     (W)     SCALED    
 HW1528* NAVD 88     -       647.302  (meters)    2123.69   (feet)  ADJUSTED  
 HW1528  ___________________________________________________________________
 HW1528  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 HW1528  DYNAMIC HT  -         646.803 (meters)    2122.05  (feet)  COMP
 HW1528  MODELED GRAV-     979,836.3   (mgal)                       NAVD 88
 HW1528
 HW1528  VERT ORDER  -  SECOND    CLASS 0
 HW1528
 HW1528.The horizontal coordinates were scaled from a topographic map and have
 HW1528.an estimated accuracy of +/- 6 seconds.
 HW1528
 HW1528.The orthometric height was determined by differential leveling
 HW1528.and adjusted by the National Geodetic Survey in June 1991..
 HW1528
 HW1528.The geoid height was determined by GEOID03.
 HW1528
 HW1528.The dynamic height is computed by dividing the NAVD 88
 HW1528.geopotential number by the normal gravity value computed on the
 HW1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1528.degrees latitude (g = 980.6199 gals.).
 HW1528
 HW1528.The modeled gravity was interpolated from observed gravity values.
 HW1528
 HW1528;                    North         East    Units  Estimated Accuracy
 HW1528;SPC WV S     -   168,920.      748,210.      MT  (+/- 180 meters Scaled)
 HW1528
 HW1528                          SUPERSEDED SURVEY CONTROL
 HW1528
 HW1528  NGVD 29 (??/??/92)  647.379  (m)         2123.94   (f) ADJ UNCH    2 0
 HW1528
 HW1528.Superseded values are not recommended for survey control.
 HW1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1528.See file dsdata.txt to determine how the superseded data were derived.
 HW1528
 HW1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC481637(NAD 83)
 HW1528_MARKER: DB = BENCH MARK DISK
 HW1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1528_STAMPING: V 61 1935
 HW1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1528+STABILITY: SURFACE MOTION
 HW1528
 HW1528  HISTORY     - Date     Condition        Report By
 HW1528  HISTORY     - 1935     MONUMENTED       CGS
 HW1528  HISTORY     - 1961     GOOD             NGS
 HW1528
 HW1528                          STATION DESCRIPTION
 HW1528
 HW1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HW1528'1.6 MI E FROM SUGAR GROVE.
 HW1528'1.6 MILES EAST ALONG ROAD 25 FROM SUGAR GROVE, PENDLETON COUNTY,
 HW1528'AT THE CROSSING OF A TELEPHONE LINE, 112 FEET EAST OF A CURVE IN
 HW1528'THE ROAD, 23 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND SET
 HW1528'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1920 ***********************************************************************
 HX1920  DESIGNATION -  V 7
 HX1920  PID         -  HX1920
 HX1920  STATE/COUNTY-  WV/KANAWHA
 HX1920  USGS QUAD   -  BLUE CREEK (1995)
 HX1920
 HX1920                         *CURRENT SURVEY CONTROL
 HX1920  ___________________________________________________________________
 HX1920* NAD 83(1986)-  38 26 51.     (N)    081 27 23.     (W)     SCALED    
 HX1920* NAVD 88     -       187.319  (meters)     614.56   (feet)  ADJUSTED  
 HX1920  ___________________________________________________________________
 HX1920  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HX1920  DYNAMIC HT  -         187.190 (meters)     614.14  (feet)  COMP
 HX1920  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 HX1920
 HX1920  VERT ORDER  -  SECOND    CLASS 0
 HX1920
 HX1920.The horizontal coordinates were scaled from a topographic map and have
 HX1920.an estimated accuracy of +/- 6 seconds.
 HX1920
 HX1920.The orthometric height was determined by differential leveling
 HX1920.and adjusted by the National Geodetic Survey in June 1991..
 HX1920
 HX1920.The geoid height was determined by GEOID03.
 HX1920
 HX1920.The dynamic height is computed by dividing the NAVD 88
 HX1920.geopotential number by the normal gravity value computed on the
 HX1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1920.degrees latitude (g = 980.6199 gals.).
 HX1920
 HX1920.The modeled gravity was interpolated from observed gravity values.
 HX1920
 HX1920;                    North         East    Units  Estimated Accuracy
 HX1920;SPC WV S     -   160,760.      560,160.      MT  (+/- 180 meters Scaled)
 HX1920
 HX1920                          SUPERSEDED SURVEY CONTROL
 HX1920
 HX1920  NGVD 29 (??/??/92)  187.506  (m)          615.18   (f) ADJ UNCH    2 0
 HX1920
 HX1920.Superseded values are not recommended for survey control.
 HX1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1920.See file dsdata.txt to determine how the superseded data were derived.
 HX1920
 HX1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC601555(NAD 83)
 HX1920_MARKER: DB = BENCH MARK DISK
 HX1920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1920_SP_SET: STEP
 HX1920_STAMPING: V 7 1933
 HX1920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX1920+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2004
 HX1920
 HX1920  HISTORY     - Date     Condition        Report By
 HX1920  HISTORY     - 1933     MONUMENTED       CGS
 HX1920  HISTORY     - 1970     GOOD             NGS
 HX1920  HISTORY     - 20041201 GOOD             INDIV
 HX1920
 HX1920                          STATION DESCRIPTION
 HX1920
 HX1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1920'AT BLUE CREEK.
 HX1920'AT BLUE CREEK, KANAWHA COUNTY, AT THE BALTIMORE AND OHIO
 HX1920'RAILROAD BRIDGE, IN THE TOP OF SECOND STEP FROM THE TOP OF THE
 HX1920'SOUTHEAST WING WALL OF THE MASONRY ABUTMENT, ABOUT 34 YARDS WEST
 HX1920'OF A WATER TANK, ABOUT 12 RAILS WEST OF THE CENTER LINE OF THE
 HX1920'NEW YORK CENTRAL RAILROAD TRACK, AND ABOUT 3 FEET LOWER THAN
 HX1920'THE TRACK.  A STANDARD DISK, STAMPED V 7 1933.
 HX1920
 HX1920                          STATION RECOVERY (1970)
 HX1920
 HX1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HX1920'RECOVERED IN GOOD CONDITION.
 HX1920
 HX1920                          STATION RECOVERY (2004)
 HX1920
 HX1920'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX1920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1710 ***********************************************************************
 HX1710  DESIGNATION -  V 76
 HX1710  PID         -  HX1710
 HX1710  STATE/COUNTY-  WV/ROANE
 HX1710  USGS QUAD   -  REEDY (1975)
 HX1710
 HX1710                         *CURRENT SURVEY CONTROL
 HX1710  ___________________________________________________________________
 HX1710* NAD 83(1986)-  38 54 35.     (N)    081 25 34.     (W)     SCALED    
 HX1710* NAVD 88     -       206.330  (meters)     676.93   (feet)  ADJUSTED  
 HX1710  ___________________________________________________________________
 HX1710  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HX1710  DYNAMIC HT  -         206.196 (meters)     676.49  (feet)  COMP
 HX1710  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 HX1710
 HX1710  VERT ORDER  -  SECOND    CLASS 0
 HX1710
 HX1710.The horizontal coordinates were scaled from a topographic map and have
 HX1710.an estimated accuracy of +/- 6 seconds.
 HX1710
 HX1710.The orthometric height was determined by differential leveling
 HX1710.and adjusted by the National Geodetic Survey in June 1991..
 HX1710
 HX1710.The geoid height was determined by GEOID03.
 HX1710
 HX1710.The dynamic height is computed by dividing the NAVD 88
 HX1710.geopotential number by the normal gravity value computed on the
 HX1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1710.degrees latitude (g = 980.6199 gals.).
 HX1710
 HX1710.The modeled gravity was interpolated from observed gravity values.
 HX1710
 HX1710;                    North         East    Units  Estimated Accuracy
 HX1710;SPC WV S     -   212,050.      563,040.      MT  (+/- 180 meters Scaled)
 HX1710
 HX1710                          SUPERSEDED SURVEY CONTROL
 HX1710
 HX1710  NGVD 29 (??/??/92)  206.484  (m)          677.44   (f) ADJ UNCH    2 0
 HX1710
 HX1710.Superseded values are not recommended for survey control.
 HX1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1710.See file dsdata.txt to determine how the superseded data were derived.
 HX1710
 HX1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD630068(NAD 83)
 HX1710_MARKER: DB = BENCH MARK DISK
 HX1710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1710_SP_SET: CULVERT
 HX1710_STAMPING: V 76 1941
 HX1710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1710
 HX1710  HISTORY     - Date     Condition        Report By
 HX1710  HISTORY     - 1941     MONUMENTED       CGS
 HX1710
 HX1710                          STATION DESCRIPTION
 HX1710
 HX1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HX1710'1 MI N FROM REEDY.
 HX1710'1.0 MILE NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 HX1710'REEDY, AT A CURVE, AT A CULVERT OVER FOLLEY RUN, IN THE TOP OF
 HX1710'THE SOUTH END OF THE EAST CONCRETE HEADWALL, 17.0 FEET EAST OF
 HX1710'THE CENTERLINE OF THE HIGHWAY, AND 3.5 FEET NORTH OF A WHITE
 HX1710'WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED V 76 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0043 ***********************************************************************
 JW0043  DESIGNATION -  V 77
 JW0043  PID         -  JW0043
 JW0043  STATE/COUNTY-  WV/MORGAN
 JW0043  USGS QUAD   -  PAW PAW (1974)
 JW0043
 JW0043                         *CURRENT SURVEY CONTROL
 JW0043  ___________________________________________________________________
 JW0043* NAD 83(1986)-  39 33 52.     (N)    078 26 15.     (W)     SCALED    
 JW0043* NAVD 88     -       160.606  (meters)     526.92   (feet)  ADJUSTED  
 JW0043  ___________________________________________________________________
 JW0043  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JW0043  DYNAMIC HT  -         160.511 (meters)     526.61  (feet)  COMP
 JW0043  MODELED GRAV-     980,034.8   (mgal)                       NAVD 88
 JW0043
 JW0043  VERT ORDER  -  FIRST     CLASS II
 JW0043
 JW0043.The horizontal coordinates were scaled from a topographic map and have
 JW0043.an estimated accuracy of +/- 6 seconds.
 JW0043
 JW0043.The orthometric height was determined by differential leveling
 JW0043.and adjusted by the National Geodetic Survey in June 1991..
 JW0043
 JW0043.The geoid height was determined by GEOID03.
 JW0043
 JW0043.The dynamic height is computed by dividing the NAVD 88
 JW0043.geopotential number by the normal gravity value computed on the
 JW0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0043.degrees latitude (g = 980.6199 gals.).
 JW0043
 JW0043.The modeled gravity was interpolated from observed gravity values.
 JW0043
 JW0043;                    North         East    Units  Estimated Accuracy
 JW0043;SPC WV N     -   118,710.      691,300.      MT  (+/- 180 meters Scaled)
 JW0043
 JW0043                          SUPERSEDED SURVEY CONTROL
 JW0043
 JW0043  NGVD 29 (??/??/92)  160.807  (m)          527.58   (f) ADJ UNCH    1 2
 JW0043
 JW0043.Superseded values are not recommended for survey control.
 JW0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0043.See file dsdata.txt to determine how the superseded data were derived.
 JW0043
 JW0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD201825(NAD 83)
 JW0043_MARKER: DB = BENCH MARK DISK
 JW0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0043_SP_SET: BRIDGE
 JW0043_STAMPING: V 77 1941
 JW0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0043
 JW0043  HISTORY     - Date     Condition        Report By
 JW0043  HISTORY     - 1941     MONUMENTED       CGS
 JW0043
 JW0043                          STATION DESCRIPTION
 JW0043
 JW0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0043'11.6 MI NE FROM OLDTOWN.
 JW0043'11.6 MILES NORTHEAST ALONG THE WESTERN MARYLAND RAILROAD FROM
 JW0043'THE STATION AT OLDTOWN, 57 RAILS SOUTHEAST OF MILE-POST NO.
 JW0043'139, SET IN THE NORTH CORNER OF THE WEST ABUTMENT OF THE NORTH
 JW0043'HEADWALL OF THE BRIDGE NO. 1396, 46 FEET SOUTHWEST OF AN OLD
 JW0043'SIGNAL TOWER BASE, 19.8 FEET WEST OF THE WEST RAIL OF THE TRACK,
 JW0043'A STANDARD DISK STAMPED V-77 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0147 ***********************************************************************
 JX0147  DESIGNATION -  V 79
 JX0147  PID         -  JX0147
 JX0147  STATE/COUNTY-  WV/HARRISON
 JX0147  USGS QUAD   -  CLARKSBURG (1976)
 JX0147
 JX0147                         *CURRENT SURVEY CONTROL
 JX0147  ___________________________________________________________________
 JX0147* NAD 83(1986)-  39 17 16.     (N)    080 17 48.     (W)     SCALED    
 JX0147* NAVD 88     -       333.710  (meters)    1094.85   (feet)  ADJUSTED  
 JX0147  ___________________________________________________________________
 JX0147  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JX0147  DYNAMIC HT  -         333.503 (meters)    1094.17  (feet)  COMP
 JX0147  MODELED GRAV-     979,996.8   (mgal)                       NAVD 88
 JX0147
 JX0147  VERT ORDER  -  FIRST     CLASS II
 JX0147
 JX0147.The horizontal coordinates were scaled from a topographic map and have
 JX0147.an estimated accuracy of +/- 6 seconds.
 JX0147
 JX0147.The orthometric height was determined by differential leveling
 JX0147.and adjusted by the National Geodetic Survey in June 1991..
 JX0147
 JX0147.The geoid height was determined by GEOID03.
 JX0147
 JX0147.The dynamic height is computed by dividing the NAVD 88
 JX0147.geopotential number by the normal gravity value computed on the
 JX0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0147.degrees latitude (g = 980.6199 gals.).
 JX0147
 JX0147.The modeled gravity was interpolated from observed gravity values.
 JX0147
 JX0147;                    North         East    Units  Estimated Accuracy
 JX0147;SPC WV N     -    87,760.      531,270.      MT  (+/- 180 meters Scaled)
 JX0147
 JX0147                          SUPERSEDED SURVEY CONTROL
 JX0147
 JX0147  NGVD 29 (??/??/92)  333.89   (m)         1095.4    (f) COMPUTED    1 2
 JX0147
 JX0147.Superseded values are not recommended for survey control.
 JX0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0147.See file dsdata.txt to determine how the superseded data were derived.
 JX0147
 JX0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND606489(NAD 83)
 JX0147_MARKER: DB = BENCH MARK DISK
 JX0147_SETTING: 66 = SET IN ROCK OUTCROP
 JX0147_SP_SET: ROCK
 JX0147_STAMPING: V 79 1943
 JX0147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0147+STABILITY: POSITION/ELEVATION WELL
 JX0147
 JX0147  HISTORY     - Date     Condition        Report By
 JX0147  HISTORY     - 1943     MONUMENTED       CGS
 JX0147
 JX0147                          STATION DESCRIPTION
 JX0147
 JX0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0147'2.7 MI E FROM CLARKSBURG.
 JX0147'BENCH MARK IS ABOUT 2.7 MILES EASTERLY ALONG THE BALTIMORE AND
 JX0147'OHIO RAILROAD FROM THE STATION AT CLARKSBURG, ABOUT 0.25 MILE
 JX0147'EAST OF MILE POST NO. B 800-P 84, AND AT THE WEST END OF A
 JX0147'TUNNEL.  IT IS 7.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 JX0147'THE CENTERLINE OF THE TRACK, SET HORIZONTALLY IN A PROJECTION OF
 JX0147'ROCK 0.8 FOOT EAST (INSIDE) OF THE WEST PORTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0148 ***********************************************************************
 JX0148  DESIGNATION -  V 79 RESET 1951
 JX0148  PID         -  JX0148
 JX0148  STATE/COUNTY-  WV/HARRISON
 JX0148  USGS QUAD   -  CLARKSBURG (1976)
 JX0148
 JX0148                         *CURRENT SURVEY CONTROL
 JX0148  ___________________________________________________________________
 JX0148* NAD 83(1986)-  39 17 16.     (N)    080 17 48.     (W)     SCALED    
 JX0148* NAVD 88     -       331.08   (meters)    1086.2    (feet)  RESET     
 JX0148  ___________________________________________________________________
 JX0148  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JX0148
 JX0148  VERT ORDER  -  THIRD
 JX0148
 JX0148.The horizontal coordinates were scaled from a topographic map and have
 JX0148.an estimated accuracy of +/- 6 seconds.
 JX0148
 JX0148.The orthometric height was computed from unverified reset data.
 JX0148.No vertical observational check was made to the station.
 JX0148
 JX0148.The geoid height was determined by GEOID03.
 JX0148
 JX0148;                    North         East    Units  Estimated Accuracy
 JX0148;SPC WV N     -    87,760.      531,270.      MT  (+/- 180 meters Scaled)
 JX0148
 JX0148                          SUPERSEDED SURVEY CONTROL
 JX0148
 JX0148  NGVD 29 (??/??/??)  331.27   (m)         1086.8    (f) RESET       3  
 JX0148
 JX0148.Superseded values are not recommended for survey control.
 JX0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0148.See file dsdata.txt to determine how the superseded data were derived.
 JX0148
 JX0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND606489(NAD 83)
 JX0148_MARKER: DB = BENCH MARK DISK
 JX0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0148_SP_SET: TUNNEL
 JX0148_STAMPING: V 79 RESET 1951
 JX0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0148
 JX0148  HISTORY     - Date     Condition        Report By
 JX0148  HISTORY     - 1952     MONUMENTED       BORR
 JX0148
 JX0148                          STATION DESCRIPTION
 JX0148
 JX0148'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1952
 JX0148'2.5 MI E FROM CLARKSBURG.
 JX0148'2.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0148'STATION AT CLARKSBURG, HARRISON COUNTY, AT THE WEST PORTAL OF NEW
 JX0148'TUNNEL 1, IN THE TOP OF THE NORTH BALLAST WALL, 13-1/2 FEET
 JX0148'NORTH OF THE CENTERLINE BETWEEN THE TRACKS, 4 FEET EAST OF THE
 JX0148'FACE OF THE TUNNEL PORTAL, AND 1.3 FEET BELOW THE TOP OF THE
 JX0148'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1460 ***********************************************************************
 HX1460  DESIGNATION -  V 8
 HX1460  PID         -  HX1460
 HX1460  STATE/COUNTY-  WV/GILMER
 HX1460  USGS QUAD   -  GLENVILLE (1976)
 HX1460
 HX1460                         *CURRENT SURVEY CONTROL
 HX1460  ___________________________________________________________________
 HX1460* NAD 83(1986)-  38 57 19.     (N)    080 48 36.     (W)     SCALED    
 HX1460* NAVD 88     -       225.624  (meters)     740.23   (feet)  ADJUSTED  
 HX1460  ___________________________________________________________________
 HX1460  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HX1460  DYNAMIC HT  -         225.479 (meters)     739.76  (feet)  COMP
 HX1460  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 HX1460
 HX1460  VERT ORDER  -  SECOND    CLASS 0
 HX1460
 HX1460.The horizontal coordinates were scaled from a topographic map and have
 HX1460.an estimated accuracy of +/- 6 seconds.
 HX1460
 HX1460.The orthometric height was determined by differential leveling
 HX1460.and adjusted by the National Geodetic Survey in June 1991..
 HX1460
 HX1460.The geoid height was determined by GEOID03.
 HX1460
 HX1460.The dynamic height is computed by dividing the NAVD 88
 HX1460.geopotential number by the normal gravity value computed on the
 HX1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1460.degrees latitude (g = 980.6199 gals.).
 HX1460
 HX1460.The modeled gravity was interpolated from observed gravity values.
 HX1460
 HX1460;                    North         East    Units  Estimated Accuracy
 HX1460;SPC WV S     -   217,040.      616,470.      MT  (+/- 180 meters Scaled)
 HX1460
 HX1460                          SUPERSEDED SURVEY CONTROL
 HX1460
 HX1460  NGVD 29 (??/??/92)  225.791  (m)          740.78   (f) ADJ UNCH    2 0
 HX1460
 HX1460.Superseded values are not recommended for survey control.
 HX1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1460.See file dsdata.txt to determine how the superseded data were derived.
 HX1460
 HX1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND164118(NAD 83)
 HX1460_MARKER: DB = BENCH MARK DISK
 HX1460_SETTING: 66 = SET IN ROCK OUTCROP
 HX1460_SP_SET: ROCK OUTCROP
 HX1460_STAMPING: V 8 1933
 HX1460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1460+STABILITY: POSITION/ELEVATION WELL
 HX1460
 HX1460  HISTORY     - Date     Condition        Report By
 HX1460  HISTORY     - 1933     MONUMENTED       CGS
 HX1460
 HX1460                          STATION DESCRIPTION
 HX1460
 HX1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1460'2.2 MI NE FROM GLENVILLE.
 HX1460'2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX1460'AT GLENVILLE, GILMER COUNTY, 8 YARDS WEST OF THE CENTERLINE OF
 HX1460'THE HIGHWAY, 5 FEET WEST OF A SMALL MASONRY BOX CULVERT, IN
 HX1460'THE TOP OF A SMALL ROCK OUTCROP, AND 1 FOOT LOWER THAN THE
 HX1460'HIGHWAY.  A STANDARD DISK, STAMPED V 8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0254 ***********************************************************************
 JX0254  DESIGNATION -  V 80
 JX0254  PID         -  JX0254
 JX0254  STATE/COUNTY-  WV/DODDRIDGE
 JX0254  USGS QUAD   -  SMITHBURG (1976)
 JX0254
 JX0254                         *CURRENT SURVEY CONTROL
 JX0254  ___________________________________________________________________
 JX0254* NAD 83(1986)-  39 16 30.     (N)    080 39 43.     (W)     SCALED    
 JX0254* NAVD 88     -       260.650  (meters)     855.15   (feet)  POSTED    
 JX0254  ___________________________________________________________________
 JX0254  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JX0254  DYNAMIC HT  -         260.490 (meters)     854.62  (feet)  COMP
 JX0254  MODELED GRAV-     980,010.8   (mgal)                       NAVD 88
 JX0254
 JX0254  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0254
 JX0254.The horizontal coordinates were scaled from a topographic map and have
 JX0254.an estimated accuracy of +/- 6 seconds.
 JX0254
 JX0254.The orthometric height was determined by differential leveling
 JX0254.and adjusted by the National Geodetic Survey in 1992..
 JX0254.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0254.rate of 0.0 thru 1.0 mm/km.
 JX0254
 JX0254.The geoid height was determined by GEOID03.
 JX0254
 JX0254.The dynamic height is computed by dividing the NAVD 88
 JX0254.geopotential number by the normal gravity value computed on the
 JX0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0254.degrees latitude (g = 980.6199 gals.).
 JX0254
 JX0254.The modeled gravity was interpolated from observed gravity values.
 JX0254
 JX0254;                    North         East    Units  Estimated Accuracy
 JX0254;SPC WV N     -    86,690.      499,740.      MT  (+/- 180 meters Scaled)
 JX0254
 JX0254                          SUPERSEDED SURVEY CONTROL
 JX0254
 JX0254  NGVD 29 (??/??/92)  260.800  (m)          855.64   (f) ADJ UNCH    1 2
 JX0254
 JX0254.Superseded values are not recommended for survey control.
 JX0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0254.See file dsdata.txt to determine how the superseded data were derived.
 JX0254
 JX0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND291473(NAD 83)
 JX0254_MARKER: DB = BENCH MARK DISK
 JX0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0254_SP_SET: TUNNEL
 JX0254_STAMPING: V 80 1943
 JX0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0254
 JX0254  HISTORY     - Date     Condition        Report By
 JX0254  HISTORY     - 1943     MONUMENTED       CGS
 JX0254
 JX0254                          STATION DESCRIPTION
 JX0254
 JX0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0254'0.6 MI NW FROM LONG RUN.
 JX0254'0.6 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0254'STATION AT LONG RUN, DODDRIDGE COUNTY, OPPOSITE THE FIRST POLE
 JX0254'EAST OF POLE 321+40, AT THE EAST ENTRANCE TO THE FIRST TUNNEL WEST
 JX0254'OF THE STATION, 15 FEET NORTH OF THE CENTERLINE OF THE TRACK, IN
 JX0254'THE FACE OF THE SOUTH WING WALL OF THE TUNNEL PORTAL, 4 FEET
 JX0254'WEST OF THE EAST END, AND 4 FEET HIGHER THAN THE TRACK.  A
 JX0254'STANDARD DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0287 ***********************************************************************
 JX0287  DESIGNATION -  V 81
 JX0287  PID         -  JX0287
 JX0287  STATE/COUNTY-  WV/RITCHIE
 JX0287  USGS QUAD   -  PENNSBORO (1987)
 JX0287
 JX0287                         *CURRENT SURVEY CONTROL
 JX0287  ___________________________________________________________________
 JX0287* NAD 83(1986)-  39 16 57.     (N)    080 59 05.     (W)     SCALED    
 JX0287* NAVD 88     -       264.978  (meters)     869.35   (feet)  ADJUSTED  
 JX0287  ___________________________________________________________________
 JX0287  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JX0287  DYNAMIC HT  -         264.812 (meters)     868.80  (feet)  COMP
 JX0287  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 JX0287
 JX0287  VERT ORDER  -  FIRST     CLASS II
 JX0287
 JX0287.The horizontal coordinates were scaled from a topographic map and have
 JX0287.an estimated accuracy of +/- 6 seconds.
 JX0287
 JX0287.The orthometric height was determined by differential leveling
 JX0287.and adjusted by the National Geodetic Survey in June 1991..
 JX0287
 JX0287.The geoid height was determined by GEOID03.
 JX0287
 JX0287.The dynamic height is computed by dividing the NAVD 88
 JX0287.geopotential number by the normal gravity value computed on the
 JX0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0287.degrees latitude (g = 980.6199 gals.).
 JX0287
 JX0287.The modeled gravity was interpolated from observed gravity values.
 JX0287
 JX0287;                    North         East    Units  Estimated Accuracy
 JX0287;SPC WV N     -    87,930.      471,910.      MT  (+/- 180 meters Scaled)
 JX0287
 JX0287                          SUPERSEDED SURVEY CONTROL
 JX0287
 JX0287  NGVD 29 (??/??/92)  265.158  (m)          869.94   (f) ADJ UNCH    1 2
 JX0287
 JX0287.Superseded values are not recommended for survey control.
 JX0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0287.See file dsdata.txt to determine how the superseded data were derived.
 JX0287
 JX0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND013481(NAD 83)
 JX0287_MARKER: DB = BENCH MARK DISK
 JX0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0287_SP_SET: TUNNEL
 JX0287_STAMPING: V 81 1943
 JX0287_MARK LOGO: CGS   
 JX0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0287
 JX0287  HISTORY     - Date     Condition        Report By
 JX0287  HISTORY     - 1943     MONUMENTED       CGS
 JX0287  HISTORY     - 1957     GOOD             NGS
 JX0287  HISTORY     - 1983     GOOD             NGS
 JX0287
 JX0287                          STATION DESCRIPTION
 JX0287
 JX0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0287'0.8 MI W FROM PENNSBORO.
 JX0287'ABOUT 0.8 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0287'THE STATION AT PENNSBORO, AT THE EAST ENTRANCE TO TUNNEL NO. 8,
 JX0287'SET VERTICALLY IN THE EAST FACE OF STONE RETAINING WALL OF
 JX0287'TUNNEL, 6 FEET NORTH OF NORTH RAIL AND ABOUT 5 FEET ABOVE LEVEL
 JX0287'OF GROUND.
 JX0287
 JX0287                          STATION RECOVERY (1983)
 JX0287
 JX0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0958 ***********************************************************************
 JX0958  DESIGNATION -  V 82
 JX0958  PID         -  JX0958
 JX0958  STATE/COUNTY-  WV/RITCHIE
 JX0958  USGS QUAD   -  CAIRO (1986)
 JX0958
 JX0958                         *CURRENT SURVEY CONTROL
 JX0958  ___________________________________________________________________
 JX0958* NAD 83(1986)-  39 11 18.     (N)    081 14 56.     (W)     SCALED    
 JX0958* NAVD 88     -       215.649  (meters)     707.51   (feet)  ADJUSTED  
 JX0958  ___________________________________________________________________
 JX0958  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JX0958  DYNAMIC HT  -         215.515 (meters)     707.07  (feet)  COMP
 JX0958  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 JX0958
 JX0958  VERT ORDER  -  FIRST     CLASS II
 JX0958
 JX0958.The horizontal coordinates were scaled from a topographic map and have
 JX0958.an estimated accuracy of +/- 6 seconds.
 JX0958
 JX0958.The orthometric height was determined by differential leveling
 JX0958.and adjusted by the National Geodetic Survey in June 1991..
 JX0958
 JX0958.The geoid height was determined by GEOID03.
 JX0958
 JX0958.The dynamic height is computed by dividing the NAVD 88
 JX0958.geopotential number by the normal gravity value computed on the
 JX0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0958.degrees latitude (g = 980.6199 gals.).
 JX0958
 JX0958.The modeled gravity was interpolated from observed gravity values.
 JX0958
 JX0958;                    North         East    Units  Estimated Accuracy
 JX0958;SPC WV N     -    77,890.      448,920.      MT  (+/- 180 meters Scaled)
 JX0958
 JX0958                          SUPERSEDED SURVEY CONTROL
 JX0958
 JX0958  NGVD 29 (??/??/92)  215.828  (m)          708.10   (f) ADJ UNCH    1 2
 JX0958
 JX0958.Superseded values are not recommended for survey control.
 JX0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0958.See file dsdata.txt to determine how the superseded data were derived.
 JX0958
 JX0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD785377(NAD 83)
 JX0958_MARKER: DB = BENCH MARK DISK
 JX0958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0958_SP_SET: BRIDGE
 JX0958_STAMPING: V 82 1943
 JX0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0958
 JX0958  HISTORY     - Date     Condition        Report By
 JX0958  HISTORY     - 1943     MONUMENTED       CGS
 JX0958
 JX0958                          STATION DESCRIPTION
 JX0958
 JX0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0958'1.1 MI E FROM PETROLEUM.
 JX0958'1.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0958'STATION AT PETROLEUM, RITCHIE COUNTY, ABOUT 150 FEET EAST OF
 JX0958'THE EAST END OF TUNNEL 20, AT BRIDGE 38, IN THE TOP OF THE
 JX0958'NORTH END OF THE EAST STONE ABUTMENT, 9 FEET NORTH OF THE
 JX0958'CENTERLINE OF THE TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE
 JX0958'TRACK.  A STANDARD DISK, STAMPED V 82 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0425 ***********************************************************************
 HY0425  DESIGNATION -  V 84
 HY0425  PID         -  HY0425
 HY0425  STATE/COUNTY-  WV/MASON
 HY0425  USGS QUAD   -  CHESHIRE (1989)
 HY0425
 HY0425                         *CURRENT SURVEY CONTROL
 HY0425  ___________________________________________________________________
 HY0425* NAD 83(1986)-  38 57 25.     (N)    082 05 27.     (W)     SCALED    
 HY0425* NAVD 88     -       175.014  (meters)     574.19   (feet)  ADJUSTED  
 HY0425  ___________________________________________________________________
 HY0425  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HY0425  DYNAMIC HT  -         174.905 (meters)     573.83  (feet)  COMP
 HY0425  MODELED GRAV-     979,997.6   (mgal)                       NAVD 88
 HY0425
 HY0425  VERT ORDER  -  FIRST     CLASS II
 HY0425
 HY0425.The horizontal coordinates were scaled from a topographic map and have
 HY0425.an estimated accuracy of +/- 6 seconds.
 HY0425
 HY0425.The orthometric height was determined by differential leveling
 HY0425.and adjusted by the National Geodetic Survey in June 1991..
 HY0425
 HY0425.The geoid height was determined by GEOID03.
 HY0425
 HY0425.The dynamic height is computed by dividing the NAVD 88
 HY0425.geopotential number by the normal gravity value computed on the
 HY0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0425.degrees latitude (g = 980.6199 gals.).
 HY0425
 HY0425.The modeled gravity was interpolated from observed gravity values.
 HY0425
 HY0425;                    North         East    Units  Estimated Accuracy
 HY0425;SPC WV S     -   217,770.      505,450.      MT  (+/- 180 meters Scaled)
 HY0425
 HY0425                          SUPERSEDED SURVEY CONTROL
 HY0425
 HY0425  NGVD 29 (??/??/92)  175.205  (m)          574.82   (f) ADJ UNCH    1 2
 HY0425
 HY0425.Superseded values are not recommended for survey control.
 HY0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0425.See file dsdata.txt to determine how the superseded data were derived.
 HY0425
 HY0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD054125(NAD 83)
 HY0425_MARKER: DB = BENCH MARK DISK
 HY0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0425_SP_SET: FOUNDATION
 HY0425_STAMPING: V 84 1943
 HY0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0425
 HY0425  HISTORY     - Date     Condition        Report By
 HY0425  HISTORY     - 1943     MONUMENTED       CGS
 HY0425  HISTORY     - 1956     GOOD             NGS
 HY0425  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0425
 HY0425                          STATION DESCRIPTION
 HY0425
 HY0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0425'AT LAKIN.
 HY0425'AT LAKIN, ALONG THE BALTIMORE AND OHIO RAILROAD, SET VERTICALLY
 HY0425'IN THE NORTH FACE OF CONCRETE FOUNDATION OF A SMALL PROJECTION
 HY0425'ON WEST FACE OF ABANDONED BRICK WAREHOUSE OF LARKIN STATE
 HY0425'HOSPITAL, 34 FEET EAST OF EAST RAIL OF MAIN TRACK, 64 1/2 FEET
 HY0425'SOUTHEAST AND ACROSS TRACK FROM SOUTHEAST CORNER OF STATION, 23.6
 HY0425'FEET SOUTHEAST OF NORTHWEST CORNER OF MAIN PART OF BUILDING, 0.3
 HY0425'FOOT WEST OF WEST FACE OF BUILDING, 0.3 FOOT EAST OF NORRTHWEST
 HY0425'CORNER OF PROJECTION OF BUILDING AND 2 1/4 FEET ABOVE GROUND.
 HY0425
 HY0425                          STATION RECOVERY (1984)
 HY0425
 HY0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0425'NOT RECOVERED, CONSIDERED DESTROYED, THE WAREHOUSE HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1080 ***********************************************************************
 GX1080  DESIGNATION -  V 86
 GX1080  PID         -  GX1080
 GX1080  STATE/COUNTY-  WV/RALEIGH
 GX1080  USGS QUAD   -  BECKLEY (1989)
 GX1080
 GX1080                         *CURRENT SURVEY CONTROL
 GX1080  ___________________________________________________________________
 GX1080* NAD 83(1986)-  37 46 31.     (N)    081 11 39.     (W)     SCALED    
 GX1080* NAVD 88     -       730.136  (meters)    2395.45   (feet)  ADJUSTED  
 GX1080  ___________________________________________________________________
 GX1080  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1080  DYNAMIC HT  -         729.530 (meters)    2393.47  (feet)  COMP
 GX1080  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 GX1080
 GX1080  VERT ORDER  -  SECOND    CLASS 0
 GX1080
 GX1080.The horizontal coordinates were scaled from a topographic map and have
 GX1080.an estimated accuracy of +/- 6 seconds.
 GX1080
 GX1080.The orthometric height was determined by differential leveling
 GX1080.and adjusted by the National Geodetic Survey in June 1991..
 GX1080
 GX1080.The geoid height was determined by GEOID03.
 GX1080
 GX1080.The dynamic height is computed by dividing the NAVD 88
 GX1080.geopotential number by the normal gravity value computed on the
 GX1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1080.degrees latitude (g = 980.6199 gals.).
 GX1080
 GX1080.The modeled gravity was interpolated from observed gravity values.
 GX1080
 GX1080;                    North         East    Units  Estimated Accuracy
 GX1080;SPC WV S     -    86,070.      582,900.      MT  (+/- 180 meters Scaled)
 GX1080
 GX1080                          SUPERSEDED SURVEY CONTROL
 GX1080
 GX1080  NGVD 29 (??/??/92)  730.292  (m)         2395.97   (f) ADJ UNCH    2 0
 GX1080
 GX1080.Superseded values are not recommended for survey control.
 GX1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1080.See file dsdata.txt to determine how the superseded data were derived.
 GX1080
 GX1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB829809(NAD 83)
 GX1080_MARKER: DB = BENCH MARK DISK
 GX1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1080_SP_SET: CONC FOOTING
 GX1080_STAMPING: V 86 1960
 GX1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1080
 GX1080  HISTORY     - Date     Condition        Report By
 GX1080  HISTORY     - 1960     MONUMENTED       CGS
 GX1080
 GX1080                          STATION DESCRIPTION
 GX1080
 GX1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1080'AT BECKLEY.
 GX1080'AT BECKLEY, 0.25 MILE WEST ALONG NEVILLE STREET FROM THE POST
 GX1080'OFFICE, ABOUT 0.05 MILE NORTH OF THE CHESAPEAKE AND OHIO RAILWAY
 GX1080'FREIGHT STATION, 23 FEET SOUTH OF THE CENTER LINE OF NEVILLE
 GX1080'STREET, IN TOP OF CONCRETE FOOTING OF SOUTH CONCRETE BANISTER
 GX1080'OF OVERPASS OF NEVILLE STREET OVER THE CHESAPEAKE AND OHIO
 GX1080'RAILWAY, 0.3 FOOT NORTH OF CONCRETE BANISTER, 2.7 FEET EAST OF
 GX1080'THE WEST END OF SOUTH BANISTER, AND ABOUT LEVEL WITH THE BRIDGE
 GX1080'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0628 ***********************************************************************
 GX0628  DESIGNATION -  V 87
 GX0628  PID         -  GX0628
 GX0628  STATE/COUNTY-  WV/SUMMERS
 GX0628  USGS QUAD   -  HINTON (1976)
 GX0628
 GX0628                         *CURRENT SURVEY CONTROL
 GX0628  ___________________________________________________________________
 GX0628* NAD 83(1986)-  37 39 30.     (N)    080 58 39.     (W)     SCALED    
 GX0628* NAVD 88     -       692.876  (meters)    2273.21   (feet)  ADJUSTED  
 GX0628  ___________________________________________________________________
 GX0628  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX0628  DYNAMIC HT  -         692.289 (meters)    2271.28  (feet)  COMP
 GX0628  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 GX0628
 GX0628  VERT ORDER  -  SECOND    CLASS 0
 GX0628
 GX0628.The horizontal coordinates were scaled from a topographic map and have
 GX0628.an estimated accuracy of +/- 6 seconds.
 GX0628
 GX0628.The orthometric height was determined by differential leveling
 GX0628.and adjusted by the National Geodetic Survey in June 1991..
 GX0628
 GX0628.The geoid height was determined by GEOID03.
 GX0628
 GX0628.The dynamic height is computed by dividing the NAVD 88
 GX0628.geopotential number by the normal gravity value computed on the
 GX0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0628.degrees latitude (g = 980.6199 gals.).
 GX0628
 GX0628.The modeled gravity was interpolated from observed gravity values.
 GX0628
 GX0628;                    North         East    Units  Estimated Accuracy
 GX0628;SPC WV S     -    73,070.      601,990.      MT  (+/- 180 meters Scaled)
 GX0628
 GX0628                          SUPERSEDED SURVEY CONTROL
 GX0628
 GX0628  NGVD 29 (??/??/92)  693.024  (m)         2273.70   (f) ADJ UNCH    2 0
 GX0628
 GX0628.Superseded values are not recommended for survey control.
 GX0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0628.See file dsdata.txt to determine how the superseded data were derived.
 GX0628
 GX0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB019679(NAD 83)
 GX0628_MARKER: DB = BENCH MARK DISK
 GX0628_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0628_SP_SET: BRIDGE
 GX0628_STAMPING: V 87 1960
 GX0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0628
 GX0628  HISTORY     - Date     Condition        Report By
 GX0628  HISTORY     - 1960     MONUMENTED       CGS
 GX0628
 GX0628                          STATION DESCRIPTION
 GX0628
 GX0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX0628'AT JUMPING BRANCH.
 GX0628'AT JUMPING BRANCH, 22 YARDS SOUTH OF AND ACROSS STATE HIGHWAY 3
 GX0628'FROM THE POST OFFICE, 12 1/2 FEET SOUTHWEST OF THE CENTER LINE
 GX0628'OF THE HIGHWAY, IN TOP OF THE SOUTH WING WALL OF 20-FOOT CONCRETE
 GX0628'BRIDGE OVER JUMPING BRANCH, 0.3 FOOT SOUTHWEST OF THE CONCRETE
 GX0628'BANISTER AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0153 ***********************************************************************
 JX0153  DESIGNATION -  V 9
 JX0153  PID         -  JX0153
 JX0153  STATE/COUNTY-  WV/HARRISON
 JX0153  USGS QUAD   -  CLARKSBURG (1976)
 JX0153
 JX0153                         *CURRENT SURVEY CONTROL
 JX0153  ___________________________________________________________________
 JX0153* NAD 83(1986)-  39 16 41.     (N)    080 20 21.     (W)     SCALED    
 JX0153* NAVD 88     -       307.741  (meters)    1009.65   (feet)  ADJUSTED  
 JX0153  ___________________________________________________________________
 JX0153  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JX0153  DYNAMIC HT  -         307.549 (meters)    1009.02  (feet)  COMP
 JX0153  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 JX0153
 JX0153  VERT ORDER  -  FIRST     CLASS II
 JX0153
 JX0153.The horizontal coordinates were scaled from a topographic map and have
 JX0153.an estimated accuracy of +/- 6 seconds.
 JX0153
 JX0153.The orthometric height was determined by differential leveling
 JX0153.and adjusted by the National Geodetic Survey in June 1991..
 JX0153.WARNING-Repeat measurements at this control monument indicate possible
 JX0153.vertical movement.
 JX0153
 JX0153.The geoid height was determined by GEOID03.
 JX0153
 JX0153.The dynamic height is computed by dividing the NAVD 88
 JX0153.geopotential number by the normal gravity value computed on the
 JX0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0153.degrees latitude (g = 980.6199 gals.).
 JX0153
 JX0153.The modeled gravity was interpolated from observed gravity values.
 JX0153
 JX0153;                    North         East    Units  Estimated Accuracy
 JX0153;SPC WV N     -    86,720.      527,600.      MT  (+/- 180 meters Scaled)
 JX0153
 JX0153                          SUPERSEDED SURVEY CONTROL
 JX0153
 JX0153  NGVD 29 (??/??/92)  307.925  (m)         1010.25   (f) ADJ UNCH    1 2
 JX0153
 JX0153.Superseded values are not recommended for survey control.
 JX0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0153.See file dsdata.txt to determine how the superseded data were derived.
 JX0153
 JX0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND569478(NAD 83)
 JX0153_MARKER: DB = BENCH MARK DISK
 JX0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0153_SP_SET: BUILDING
 JX0153_STAMPING: V 9 1933
 JX0153_MARK LOGO: CGS   
 JX0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX0153+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2005
 JX0153
 JX0153  HISTORY     - Date     Condition        Report By
 JX0153  HISTORY     - 1933     MONUMENTED       CGS
 JX0153  HISTORY     - 1943     GOOD             NGS
 JX0153  HISTORY     - 1983     GOOD             NGS
 JX0153  HISTORY     - 20050626 GOOD             GEOCAC
 JX0153
 JX0153                          STATION DESCRIPTION
 JX0153
 JX0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0153'AT CLARKSBURG.
 JX0153'AT CLARKSBURG, HARRISON COUNTY, AT THE COUNTY COURTHOUSE, 10 FEET
 JX0153'SOUTH OF THE CENTER OF THE THIRD STREET ENTRANCE, IN THE TOP OF
 JX0153'THE NORTHEAST CORNER OF A CONCRETE WALL AROUND A BASEMENT WINDOW,
 JX0153'AND 1 FOOT HIGHER THANT HE SIDEWALK.  A STANDARD DISK.
 JX0153
 JX0153                          STATION RECOVERY (1943)
 JX0153
 JX0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 JX0153'RECOVERED IN GOOD CONDITION.
 JX0153
 JX0153                          STATION RECOVERY (1983)
 JX0153
 JX0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0153'RECOVERED IN GOOD CONDITION.
 JX0153
 JX0153                          STATION RECOVERY (2005)
 JX0153
 JX0153'RECOVERY NOTE BY GEOCACHING 2005 (WRS)
 JX0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1254 ***********************************************************************
 JX1254  DESIGNATION -  V 91
 JX1254  PID         -  JX1254
 JX1254  STATE/COUNTY-  WV/WOOD
 JX1254  USGS QUAD   -  ROCKPORT (1975)
 JX1254
 JX1254                         *CURRENT SURVEY CONTROL
 JX1254  ___________________________________________________________________
 JX1254* NAD 83(1986)-  39 05 34.     (N)    081 31 50.     (W)     SCALED    
 JX1254* NAVD 88     -       279.064  (meters)     915.56   (feet)  ADJUSTED  
 JX1254  ___________________________________________________________________
 JX1254  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JX1254  DYNAMIC HT  -         278.888 (meters)     914.99  (feet)  COMP
 JX1254  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 JX1254
 JX1254  VERT ORDER  -  SECOND    CLASS 0
 JX1254
 JX1254.The horizontal coordinates were scaled from a topographic map and have
 JX1254.an estimated accuracy of +/- 6 seconds.
 JX1254
 JX1254.The orthometric height was determined by differential leveling
 JX1254.and adjusted by the National Geodetic Survey in June 1991..
 JX1254
 JX1254.The geoid height was determined by GEOID03.
 JX1254
 JX1254.The dynamic height is computed by dividing the NAVD 88
 JX1254.geopotential number by the normal gravity value computed on the
 JX1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1254.degrees latitude (g = 980.6199 gals.).
 JX1254
 JX1254.The modeled gravity was interpolated from observed gravity values.
 JX1254
 JX1254;                    North         East    Units  Estimated Accuracy
 JX1254;SPC WV N     -    67,790.      424,350.      MT  (+/- 180 meters Scaled)
 JX1254
 JX1254                          SUPERSEDED SURVEY CONTROL
 JX1254
 JX1254  NGVD 29 (??/??/92)  279.252  (m)          916.18   (f) ADJ UNCH    2 0
 JX1254
 JX1254.Superseded values are not recommended for survey control.
 JX1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1254.See file dsdata.txt to determine how the superseded data were derived.
 JX1254
 JX1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD541272(NAD 83)
 JX1254_MARKER: DB = BENCH MARK DISK
 JX1254_SETTING: 66 = SET IN ROCK OUTCROP
 JX1254_SP_SET: ROCKCUT
 JX1254_STAMPING: V 91 1956
 JX1254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1254+STABILITY: POSITION/ELEVATION WELL
 JX1254
 JX1254  HISTORY     - Date     Condition        Report By
 JX1254  HISTORY     - 1956     MONUMENTED       CGS
 JX1254
 JX1254                          STATION DESCRIPTION
 JX1254
 JX1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1254'1.8 MI NE FROM ROCKPORT.
 JX1254'0.95 MILE NORTHEAST ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1254'ROCKPORT, THENCE ABOUT 0.8 MILE EAST AND NORTHEAST ALONG A GRAVEL
 JX1254'ROAD, AT THE TOP OF A GRADE AND AT JUNCTION OF A DIRT ROAD LEADING
 JX1254'NORTH AND STEEP UPHILL, 142 FEET NORTH OF CENTER OF JUNCTION OF
 JX1254'ROADS, 13 FEET EAST OF CENTER LINE OF DIRT ROAD, SET VERTICALLY
 JX1254'ABOUT 3 FEET ABOVE BOTTOM OF DITCH IN THE SOUTHWEST FACE OF
 JX1254'ROCK IN A CUT AND ABOUT 1 1/2 FEET ABOVE LEVEL OF DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2682 ***********************************************************************
 HX2682  DESIGNATION -  V 92
 HX2682  PID         -  HX2682
 HX2682  STATE/COUNTY-  WV/JACKSON
 HX2682  USGS QUAD   -  LIVERPOOL (1975)
 HX2682
 HX2682                         *CURRENT SURVEY CONTROL
 HX2682  ___________________________________________________________________
 HX2682* NAD 83(1986)-  38 55 39.     (N)    081 32 29.     (W)     SCALED    
 HX2682* NAVD 88     -       262.590  (meters)     861.51   (feet)  ADJUSTED  
 HX2682  ___________________________________________________________________
 HX2682  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HX2682  DYNAMIC HT  -         262.421 (meters)     860.96  (feet)  COMP
 HX2682  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 HX2682
 HX2682  VERT ORDER  -  SECOND    CLASS 0
 HX2682
 HX2682.The horizontal coordinates were scaled from a topographic map and have
 HX2682.an estimated accuracy of +/- 6 seconds.
 HX2682
 HX2682.The orthometric height was determined by differential leveling
 HX2682.and adjusted by the National Geodetic Survey in June 1991..
 HX2682
 HX2682.The geoid height was determined by GEOID03.
 HX2682
 HX2682.The dynamic height is computed by dividing the NAVD 88
 HX2682.geopotential number by the normal gravity value computed on the
 HX2682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2682.degrees latitude (g = 980.6199 gals.).
 HX2682
 HX2682.The modeled gravity was interpolated from observed gravity values.
 HX2682
 HX2682;                    North         East    Units  Estimated Accuracy
 HX2682;SPC WV S     -   214,080.      553,050.      MT  (+/- 180 meters Scaled)
 HX2682
 HX2682                          SUPERSEDED SURVEY CONTROL
 HX2682
 HX2682  NGVD 29 (??/??/92)  262.758  (m)          862.07   (f) ADJ UNCH    2 0
 HX2682
 HX2682.Superseded values are not recommended for survey control.
 HX2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2682.See file dsdata.txt to determine how the superseded data were derived.
 HX2682
 HX2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD530088(NAD 83)
 HX2682_MARKER: DB = BENCH MARK DISK
 HX2682_SETTING: 66 = SET IN ROCK OUTCROP
 HX2682_SP_SET: ROCK CUT
 HX2682_STAMPING: V 92 1956
 HX2682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2682+STABILITY: POSITION/ELEVATION WELL
 HX2682
 HX2682  HISTORY     - Date     Condition        Report By
 HX2682  HISTORY     - 1956     MONUMENTED       CGS
 HX2682
 HX2682                          STATION DESCRIPTION
 HX2682
 HX2682'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2682'1.7 MI N FROM LEROY.
 HX2682'ABOUT 1.7 MILES NORTH ALONG A GRAVEL ROAD LEADING TO GARFIELD
 HX2682'FROM THE ROAD JUNCTION AND GRADED SCHOOL AT LEROY, ABOUT 0.5
 HX2682'MILE NORTH OF JUNCTION OF A ROAD LEADING NORTHEAST ALONG BEAR RUN,
 HX2682'ABOUT 0.65 MILE SOUTH OF FAIRVIEW METHODIST CHURCH, SET VERTICALLY
 HX2682'IN THE WEST FACE OF A 9-FOOT HIGH SOLID ROCK IN THE CENTER OF
 HX2682'A ROCKY CUT, 13 FEET EAST OF CENTER LINE OF ROAD, ABOUT 2 1/2 FEET
 HX2682'ABOVE BOTTOM OF DITCH AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1746 ***********************************************************************
 HX1746  DESIGNATION -  V 93
 HX1746  PID         -  HX1746
 HX1746  STATE/COUNTY-  WV/ROANE
 HX1746  USGS QUAD   -  PENIEL (1957)
 HX1746
 HX1746                         *CURRENT SURVEY CONTROL
 HX1746  ___________________________________________________________________
 HX1746* NAD 83(1986)-  38 49 37.     (N)    081 28 01.     (W)     SCALED    
 HX1746* NAVD 88     -       223.782  (meters)     734.19   (feet)  ADJUSTED  
 HX1746  ___________________________________________________________________
 HX1746  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HX1746  DYNAMIC HT  -         223.635 (meters)     733.71  (feet)  COMP
 HX1746  MODELED GRAV-     979,966.1   (mgal)                       NAVD 88
 HX1746
 HX1746  VERT ORDER  -  SECOND    CLASS 0
 HX1746
 HX1746.The horizontal coordinates were scaled from a topographic map and have
 HX1746.an estimated accuracy of +/- 6 seconds.
 HX1746
 HX1746.The orthometric height was determined by differential leveling
 HX1746.and adjusted by the National Geodetic Survey in June 1991..
 HX1746
 HX1746.The geoid height was determined by GEOID03.
 HX1746
 HX1746.The dynamic height is computed by dividing the NAVD 88
 HX1746.geopotential number by the normal gravity value computed on the
 HX1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1746.degrees latitude (g = 980.6199 gals.).
 HX1746
 HX1746.The modeled gravity was interpolated from observed gravity values.
 HX1746
 HX1746;                    North         East    Units  Estimated Accuracy
 HX1746;SPC WV S     -   202,880.      559,450.      MT  (+/- 180 meters Scaled)
 HX1746
 HX1746                          SUPERSEDED SURVEY CONTROL
 HX1746
 HX1746  NGVD 29 (??/??/92)  223.953  (m)          734.75   (f) ADJ UNCH    2 0
 HX1746
 HX1746.Superseded values are not recommended for survey control.
 HX1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1746.See file dsdata.txt to determine how the superseded data were derived.
 HX1746
 HX1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC594976(NAD 83)
 HX1746_MARKER: DB = BENCH MARK DISK
 HX1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1746_STAMPING: V 93 1956
 HX1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1746+STABILITY: SURFACE MOTION
 HX1746
 HX1746  HISTORY     - Date     Condition        Report By
 HX1746  HISTORY     - 1956     MONUMENTED       CGS
 HX1746  HISTORY     - 1976     GOOD             NGS
 HX1746
 HX1746                          STATION DESCRIPTION
 HX1746
 HX1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1746'AT PENIEL.
 HX1746'AT PENIEL, ALONG U.S. HIGHWAY 33, ABOUT 0.1 MILE WEST OF HIGHWAY
 HX1746'BRIDGE OVER MIDDLE FORK OF REEDY CREEK, 30 FEET SOUTH-SOUTHWEST
 HX1746'OF CENTER LINE OF HIGHWAY, 109 FEET NORTHWEST OF NORTHWEST PORCH
 HX1746'CORNER OF STORE AT PENIEL, 134 FEET EAST-SOUTHEAST OF CENTER OF
 HX1746'JUNCTION OF GRAVEL ROAD LEADING SOUTH, 57 FEET NORTHWEST OF
 HX1746'NORTHWEST CORNER OF A HOUSE, 1 FOOT WEST OF A HIGHWAY R/W MARKER
 HX1746'POST, 11 1/2 FEET WEST OF A TELEPHONE BRACE POLE, ABOUT 2 FEET
 HX1746'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HX1746'PROJECTING 3 INCHES.
 HX1746
 HX1746                          STATION RECOVERY (1976)
 HX1746
 HX1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1725 ***********************************************************************
 HX1725  DESIGNATION -  V 94
 HX1725  PID         -  HX1725
 HX1725  STATE/COUNTY-  WV/ROANE
 HX1725  USGS QUAD   -  WALTON (1976)
 HX1725
 HX1725                         *CURRENT SURVEY CONTROL
 HX1725  ___________________________________________________________________
 HX1725* NAD 83(1986)-  38 42 43.     (N)    081 24 26.     (W)     SCALED    
 HX1725* NAVD 88     -       251.360  (meters)     824.67   (feet)  ADJUSTED  
 HX1725  ___________________________________________________________________
 HX1725  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HX1725  DYNAMIC HT  -         251.191 (meters)     824.12  (feet)  COMP
 HX1725  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 HX1725
 HX1725  VERT ORDER  -  SECOND    CLASS 0
 HX1725
 HX1725.The horizontal coordinates were scaled from a topographic map and have
 HX1725.an estimated accuracy of +/- 6 seconds.
 HX1725
 HX1725.The orthometric height was determined by differential leveling
 HX1725.and adjusted by the National Geodetic Survey in June 1991..
 HX1725
 HX1725.The geoid height was determined by GEOID03.
 HX1725
 HX1725.The dynamic height is computed by dividing the NAVD 88
 HX1725.geopotential number by the normal gravity value computed on the
 HX1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1725.degrees latitude (g = 980.6199 gals.).
 HX1725
 HX1725.The modeled gravity was interpolated from observed gravity values.
 HX1725
 HX1725;                    North         East    Units  Estimated Accuracy
 HX1725;SPC WV S     -   190,090.      564,580.      MT  (+/- 180 meters Scaled)
 HX1725
 HX1725                          SUPERSEDED SURVEY CONTROL
 HX1725
 HX1725  NGVD 29 (??/??/92)  251.527  (m)          825.22   (f) ADJ UNCH    2 0
 HX1725
 HX1725.Superseded values are not recommended for survey control.
 HX1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1725.See file dsdata.txt to determine how the superseded data were derived.
 HX1725
 HX1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC645848(NAD 83)
 HX1725_MARKER: DB = BENCH MARK DISK
 HX1725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1725_SP_SET: CULVERT
 HX1725_STAMPING: V 94 1956
 HX1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1725
 HX1725  HISTORY     - Date     Condition        Report By
 HX1725  HISTORY     - 1956     MONUMENTED       CGS
 HX1725
 HX1725                          STATION DESCRIPTION
 HX1725
 HX1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1725'0.5 MI NE FROM GANDEEVILLE.
 HX1725'ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION
 HX1725'OF BLACK TOP ROAD WEST TO HARMONY AT GANDEEVILLE, ABOUT 25 YARDS
 HX1725'NORTHEAST OF A DRIVE NORTHWEST TO VALLEY VIEW FARM, IN THE TOP
 HX1725'OF NORTHEAST END OF NORTHWEST HEAD WALL OF A 6-FOOT CONCRETE
 HX1725'CULVERT UNDER HIGHWAY, 37 YARDS NORTHEAST OF A SMALLER CULVERT,
 HX1725'12 FEET NORTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH
 HX1725'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1671 ***********************************************************************
 HX1671  DESIGNATION -  V 95
 HX1671  PID         -  HX1671
 HX1671  STATE/COUNTY-  WV/ROANE
 HX1671  USGS QUAD   -  SPENCER (1986)
 HX1671
 HX1671                         *CURRENT SURVEY CONTROL
 HX1671  ___________________________________________________________________
 HX1671* NAD 83(1986)-  38 47 36.     (N)    081 20 06.     (W)     SCALED    
 HX1671* NAVD 88     -       234.745  (meters)     770.16   (feet)  ADJUSTED  
 HX1671  ___________________________________________________________________
 HX1671  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HX1671  DYNAMIC HT  -         234.588 (meters)     769.64  (feet)  COMP
 HX1671  MODELED GRAV-     979,953.1   (mgal)                       NAVD 88
 HX1671
 HX1671  VERT ORDER  -  SECOND    CLASS 0
 HX1671
 HX1671.The horizontal coordinates were scaled from a topographic map and have
 HX1671.an estimated accuracy of +/- 6 seconds.
 HX1671
 HX1671.The orthometric height was determined by differential leveling
 HX1671.and adjusted by the National Geodetic Survey in June 1991..
 HX1671
 HX1671.The geoid height was determined by GEOID03.
 HX1671
 HX1671.The dynamic height is computed by dividing the NAVD 88
 HX1671.geopotential number by the normal gravity value computed on the
 HX1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1671.degrees latitude (g = 980.6199 gals.).
 HX1671
 HX1671.The modeled gravity was interpolated from observed gravity values.
 HX1671
 HX1671;                    North         East    Units  Estimated Accuracy
 HX1671;SPC WV S     -   199,100.      570,900.      MT  (+/- 180 meters Scaled)
 HX1671
 HX1671                          SUPERSEDED SURVEY CONTROL
 HX1671
 HX1671  NGVD 29 (??/??/92)  234.908  (m)          770.69   (f) ADJ UNCH    2 0
 HX1671
 HX1671.Superseded values are not recommended for survey control.
 HX1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1671.See file dsdata.txt to determine how the superseded data were derived.
 HX1671
 HX1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC709938(NAD 83)
 HX1671_MARKER: DB = BENCH MARK DISK
 HX1671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1671_SP_SET: BRIDGE
 HX1671_STAMPING: V 95 1956
 HX1671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1671
 HX1671  HISTORY     - Date     Condition        Report By
 HX1671  HISTORY     - 1956     MONUMENTED       CGS
 HX1671
 HX1671                          STATION DESCRIPTION
 HX1671
 HX1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1671'1.1 MI SE FROM SPENCER.
 HX1671'ABOUT 1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE COURT
 HX1671'HOUSE AT SPENCER, AT THE JUNCTION OF A BLACK TOP ROAD LEADING
 HX1671'SOUTH AND SOUTHWEST TO ROANE COUNTY AIRPORT AND A DRIVE-IN
 HX1671'THEATRE, 11 FEET WEST OF CENTER LINE OF BLACK TOP ROAD, 55 1/2
 HX1671'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, IN THE TOP OF SOUTH END
 HX1671'OF WEST HEAD WALL OF A 10-FOOT CONCRETE BRIDGE OVER A CREEK BRANCH
 HX1671'ON ROAD SOUTH AND ABOUT 1/2 FOOT ABOVE LEVEL OF BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2562 ***********************************************************************
 HX2562  DESIGNATION -  V 96
 HX2562  PID         -  HX2562
 HX2562  STATE/COUNTY-  WV/KANAWHA
 HX2562  USGS QUAD   -  ROMANCE (1975)
 HX2562
 HX2562                         *CURRENT SURVEY CONTROL
 HX2562  ___________________________________________________________________
 HX2562* NAD 83(1986)-  38 33 10.     (N)    081 34 02.     (W)     SCALED    
 HX2562* NAVD 88     -       210.418  (meters)     690.35   (feet)  ADJUSTED  
 HX2562  ___________________________________________________________________
 HX2562  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HX2562  DYNAMIC HT  -         210.275 (meters)     689.88  (feet)  COMP
 HX2562  MODELED GRAV-     979,944.3   (mgal)                       NAVD 88
 HX2562
 HX2562  VERT ORDER  -  SECOND    CLASS 0
 HX2562
 HX2562.The horizontal coordinates were scaled from a topographic map and have
 HX2562.an estimated accuracy of +/- 6 seconds.
 HX2562
 HX2562.The orthometric height was determined by differential leveling
 HX2562.and adjusted by the National Geodetic Survey in June 1991..
 HX2562
 HX2562.The geoid height was determined by GEOID03.
 HX2562
 HX2562.The dynamic height is computed by dividing the NAVD 88
 HX2562.geopotential number by the normal gravity value computed on the
 HX2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2562.degrees latitude (g = 980.6199 gals.).
 HX2562
 HX2562.The modeled gravity was interpolated from observed gravity values.
 HX2562
 HX2562;                    North         East    Units  Estimated Accuracy
 HX2562;SPC WV S     -   172,490.      550,560.      MT  (+/- 180 meters Scaled)
 HX2562
 HX2562                          SUPERSEDED SURVEY CONTROL
 HX2562
 HX2562  NGVD 29 (??/??/92)  210.598  (m)          690.94   (f) ADJ UNCH    2 0
 HX2562
 HX2562.Superseded values are not recommended for survey control.
 HX2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2562.See file dsdata.txt to determine how the superseded data were derived.
 HX2562
 HX2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC505673(NAD 83)
 HX2562_MARKER: DB = BENCH MARK DISK
 HX2562_SETTING: 66 = SET IN ROCK OUTCROP
 HX2562_SP_SET: BEDROCK
 HX2562_STAMPING: V 96 1956
 HX2562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2562+STABILITY: POSITION/ELEVATION WELL
 HX2562
 HX2562  HISTORY     - Date     Condition        Report By
 HX2562  HISTORY     - 1956     MONUMENTED       CGS
 HX2562
 HX2562                          STATION DESCRIPTION
 HX2562
 HX2562'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2562'6.2 MI NE FROM SISSONVILLE.
 HX2562'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH
 HX2562'SCHOOL AT SISSONVILLE, THENCE ABOUT 4.85 MILES EAST AND NORTHEAST
 HX2562'ALONG A BLACK TOP ROAD, ABOUT 0.35 MILES SOUTHWEST OF CROWDERS
 HX2562'STORE AND JUNCTION OF A ROAD NORTHEAST ACROSS POCATALICO RIVER,
 HX2562'ABOUT 0.25 MILE NORTH-NORTHEAST OF THE TOP OF A GRADE, ABOUT 0.1
 HX2562'MILE SOUTHWEST OF BOTTOM OF GRADE AND A PIPE CULVERT, 24 FEET
 HX2562'NORTHWEST OF CENTER LINE OF ROAD AND ON THE OUTSIDE OF A CURVE,
 HX2562'34 FEET NORTHEAST OF A SIGN POST HNG CO GAS LINE 249 (HOPE
 HX2562'NATURAL GAS CO.), SET VERTICALLY IN THE 5-FOOT HIGH EAST FACE
 HX2562'OF BED ROCK IN ROAD BANK, NEAR THE SOUTHWEST END OF A CUT AND
 HX2562'ABOUT 5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2589 ***********************************************************************
 HX2589  DESIGNATION -  V 97
 HX2589  PID         -  HX2589
 HX2589  STATE/COUNTY-  WV/PUTNAM
 HX2589  USGS QUAD   -  BANCROFT (1975)
 HX2589
 HX2589                         *CURRENT SURVEY CONTROL
 HX2589  ___________________________________________________________________
 HX2589* NAD 83(1986)-  38 31 02.     (N)    081 46 47.     (W)     SCALED    
 HX2589* NAVD 88     -       187.512  (meters)     615.20   (feet)  ADJUSTED  
 HX2589  ___________________________________________________________________
 HX2589  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HX2589  DYNAMIC HT  -         187.382 (meters)     614.77  (feet)  COMP
 HX2589  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 HX2589
 HX2589  VERT ORDER  -  SECOND    CLASS 0
 HX2589
 HX2589.The horizontal coordinates were scaled from a topographic map and have
 HX2589.an estimated accuracy of +/- 6 seconds.
 HX2589
 HX2589.The orthometric height was determined by differential leveling
 HX2589.and adjusted by the National Geodetic Survey in June 1991..
 HX2589
 HX2589.The geoid height was determined by GEOID03.
 HX2589
 HX2589.The dynamic height is computed by dividing the NAVD 88
 HX2589.geopotential number by the normal gravity value computed on the
 HX2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2589.degrees latitude (g = 980.6199 gals.).
 HX2589
 HX2589.The modeled gravity was interpolated from observed gravity values.
 HX2589
 HX2589;                    North         East    Units  Estimated Accuracy
 HX2589;SPC WV S     -   168,680.      532,000.      MT  (+/- 180 meters Scaled)
 HX2589
 HX2589                          SUPERSEDED SURVEY CONTROL
 HX2589
 HX2589  NGVD 29 (??/??/92)  187.705  (m)          615.83   (f) ADJ UNCH    2 0
 HX2589
 HX2589.Superseded values are not recommended for survey control.
 HX2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2589.See file dsdata.txt to determine how the superseded data were derived.
 HX2589
 HX2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC320634(NAD 83)
 HX2589_MARKER: DB = BENCH MARK DISK
 HX2589_SETTING: 66 = SET IN ROCK OUTCROP
 HX2589_SP_SET: ROCK CUT
 HX2589_STAMPING: V 97 1956
 HX2589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2589+STABILITY: POSITION/ELEVATION WELL
 HX2589
 HX2589  HISTORY     - Date     Condition        Report By
 HX2589  HISTORY     - 1956     MONUMENTED       CGS
 HX2589
 HX2589                          STATION DESCRIPTION
 HX2589
 HX2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2589'5.1 MI NE FROM RAYMOND CITY.
 HX2589'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE BRIDGE
 HX2589'OVER POCATALICO RIVER AT RAYMOND CITY, THENCE ABOUT 4.9 MILES
 HX2589'NORTHEAST ALONG A BLACK TOP AND GRAVEL ROAD, ABOUT 1.65 MILES
 HX2589'NORTHEAST OF LETT CREEK COMMUNITY CHURCH, ABOUT 207 YARDS
 HX2589'SOUTHEAST OF A PIPE CULVERT FOR A SMALL CREEK BRANCH, 15 1/2
 HX2589'FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 222 FEET NORTHWEST
 HX2589'AND ACROSS ROAD FROM TELEPHONE POLE NO. 782-101, SET VERTICALLY
 HX2589'IN THE NORTH-NORTHEAST FACE OF A SOLID 4 1/2-FOOT HIGH ROCK AT THE
 HX2589'BOTTOM OF A 30-FOOT HIGH CUT, 14 1/2 FEET WEST OF SOUTH-SOUTHWEST
 HX2589'END OF A 15-INCH PIPE CULVERT UNDER ROAD, ADD ABOUT 3 FEET ABOVE
 HX2589'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2584 ***********************************************************************
 HX2584  DESIGNATION -  V 98
 HX2584  PID         -  HX2584
 HX2584  STATE/COUNTY-  WV/KANAWHA
 HX2584  USGS QUAD   -  SISSONVILLE (1958)
 HX2584
 HX2584                         *CURRENT SURVEY CONTROL
 HX2584  ___________________________________________________________________
 HX2584* NAD 83(1986)-  38 31 46.     (N)    081 43 44.     (W)     SCALED    
 HX2584* NAVD 88     -       200.265  (meters)     657.04   (feet)  ADJUSTED  
 HX2584  ___________________________________________________________________
 HX2584  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HX2584  DYNAMIC HT  -         200.127 (meters)     656.58  (feet)  COMP
 HX2584  MODELED GRAV-     979,934.5   (mgal)                       NAVD 88
 HX2584
 HX2584  VERT ORDER  -  SECOND    CLASS 0
 HX2584
 HX2584.The horizontal coordinates were scaled from a topographic map and have
 HX2584.an estimated accuracy of +/- 6 seconds.
 HX2584
 HX2584.The orthometric height was determined by differential leveling
 HX2584.and adjusted by the National Geodetic Survey in June 1991..
 HX2584
 HX2584.The geoid height was determined by GEOID03.
 HX2584
 HX2584.The dynamic height is computed by dividing the NAVD 88
 HX2584.geopotential number by the normal gravity value computed on the
 HX2584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2584.degrees latitude (g = 980.6199 gals.).
 HX2584
 HX2584.The modeled gravity was interpolated from observed gravity values.
 HX2584
 HX2584;                    North         East    Units  Estimated Accuracy
 HX2584;SPC WV S     -   170,000.      536,450.      MT  (+/- 180 meters Scaled)
 HX2584
 HX2584                          SUPERSEDED SURVEY CONTROL
 HX2584
 HX2584  NGVD 29 (??/??/92)  200.454  (m)          657.66   (f) ADJ UNCH    2 0
 HX2584
 HX2584.Superseded values are not recommended for survey control.
 HX2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2584.See file dsdata.txt to determine how the superseded data were derived.
 HX2584
 HX2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC364648(NAD 83)
 HX2584_MARKER: DB = BENCH MARK DISK
 HX2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2584_STAMPING: V 98 1956
 HX2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2584+STABILITY: SURFACE MOTION
 HX2584
 HX2584  HISTORY     - Date     Condition        Report By
 HX2584  HISTORY     - 1956     MONUMENTED       CGS
 HX2584
 HX2584                          STATION DESCRIPTION
 HX2584
 HX2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2584'8.9 MI NE FROM RAYMOND CITY.
 HX2584'ABOUT 0.2 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE BRIDGE
 HX2584'OVER POCATALICO RIVER AT RAYMOND CITY, THENCE ABOUT 5.95 MILES
 HX2584'NORTHEAST ALONG A BLACK TOP AND GRAVEL ROD, THENCE ABOUT 2.6
 HX2584'MILES EAST ALONG A ROAD LEADING OVER GAP INTO KELLY CREEK, THENCE
 HX2584'ABOUT 0.15 MILE SOUTH ALONG A GRAVEL ROAD FOLLOWING KELLY CREEK,
 HX2584'ABOUT 1.65 MILES NORTH ALONG ROAD FOLLOWING KELLY CREEK FROM
 HX2584'BETTY L. BOOSTER SCHOOL, 39 FEET EAST OF CENTER LINE OF KELLY
 HX2584'CREEK ROAD, 15 FEET EAST-SOUTHEAST OF CENTER LINE OF A DIRT
 HX2584'ROAD LEADING NORTH-NORTHEAST AND UPHILL, 53 FEET NORTH OF
 HX2584'TELEPHONE POLE NO. 287-183, 62 FEET EAST AND ACROSS ROAD FROM
 HX2584'CENTER OF KELLY CREEK, 1 FOOT NORTHWEST OF A FENCE LINE, ABOUT
 HX2584'2 FEET ABOVE LEVEL OF MAIN ROAD AND SET IN THE TOP OF A CONCRETE
 HX2584'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2546 ***********************************************************************
 HX2546  DESIGNATION -  V 99
 HX2546  PID         -  HX2546
 HX2546  STATE/COUNTY-  WV/PUTNAM
 HX2546  USGS QUAD   -  BANCROFT (1975)
 HX2546
 HX2546                         *CURRENT SURVEY CONTROL
 HX2546  ___________________________________________________________________
 HX2546* NAD 83(1986)-  38 34 53.     (N)    081 45 29.     (W)     SCALED    
 HX2546* NAVD 88     -       321.003  (meters)    1053.16   (feet)  ADJUSTED  
 HX2546  ___________________________________________________________________
 HX2546  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX2546  DYNAMIC HT  -         320.783 (meters)    1052.44  (feet)  COMP
 HX2546  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 HX2546
 HX2546  VERT ORDER  -  SECOND    CLASS 0
 HX2546
 HX2546.The horizontal coordinates were scaled from a topographic map and have
 HX2546.an estimated accuracy of +/- 6 seconds.
 HX2546
 HX2546.The orthometric height was determined by differential leveling
 HX2546.and adjusted by the National Geodetic Survey in June 1991..
 HX2546
 HX2546.The geoid height was determined by GEOID03.
 HX2546
 HX2546.The dynamic height is computed by dividing the NAVD 88
 HX2546.geopotential number by the normal gravity value computed on the
 HX2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2546.degrees latitude (g = 980.6199 gals.).
 HX2546
 HX2546.The modeled gravity was interpolated from observed gravity values.
 HX2546
 HX2546;                    North         East    Units  Estimated Accuracy
 HX2546;SPC WV S     -   175,790.      533,950.      MT  (+/- 180 meters Scaled)
 HX2546
 HX2546                          SUPERSEDED SURVEY CONTROL
 HX2546
 HX2546  NGVD 29 (??/??/92)  321.190  (m)         1053.77   (f) ADJ UNCH    2 0
 HX2546
 HX2546.Superseded values are not recommended for survey control.
 HX2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2546.See file dsdata.txt to determine how the superseded data were derived.
 HX2546
 HX2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC339705(NAD 83)
 HX2546_MARKER: DB = BENCH MARK DISK
 HX2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2546_STAMPING: V 99 1956
 HX2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2546+STABILITY: SURFACE MOTION
 HX2546
 HX2546  HISTORY     - Date     Condition        Report By
 HX2546  HISTORY     - 1956     MONUMENTED       CGS
 HX2546
 HX2546                          STATION DESCRIPTION
 HX2546
 HX2546'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2546'2.6 MI SW FROM LIBERTY.
 HX2546'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 34 FROM THE
 HX2546'SCHOOL AT LIBERTY, AT SIGMAN, 236 FEET NORTHWEST OF CENTER OF
 HX2546'JUNCTION OF HIGHWAY AND A ROAD LEADING SOUTH TO HEIZER, 19 FEET
 HX2546'SOUTHWEST OF CENTER LINE OF HIGHWAY, 280 FEET SOUTHEAST OF THE
 HX2546'TOP OF A GRADE AND JUNCTION OF A NARROW PRIVATE ROAD LEADING
 HX2546'NORTH, 4 FEET SOUTHEAST TO TELEPHONE AND POWER POLE NO. 44/200
 HX2546'1074-6-13/ 12 T, 3 1/2 FEET NORTHEAST OF A FENCE LINE, ABOUT 1/2
 HX2546'FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HX2546'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1859 ***********************************************************************
 JX1859  DESIGNATION -  VALENTINE
 JX1859  PID         -  JX1859
 JX1859  STATE/COUNTY-  WV/MARION
 JX1859  USGS QUAD   -  GRANT TOWN (1976)
 JX1859
 JX1859                         *CURRENT SURVEY CONTROL
 JX1859  ___________________________________________________________________
 JX1859* NAD 83(1995)-  39 33 15.49329(N)    080 07 44.98236(W)     ADJUSTED  
 JX1859* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 JX1859  ___________________________________________________________________
 JX1859  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 JX1859  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JX1859
 JX1859  HORZ ORDER  -  SECOND
 JX1859
 JX1859.The horizontal coordinates were established by classical geodetic methods
 JX1859.and adjusted by the National Geodetic Survey in April 1998..
 JX1859
 JX1859.The orthometric height was scaled from a topographic map.
 JX1859
 JX1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1859
 JX1859.The geoid height was determined by GEOID03.
 JX1859
 JX1859;                    North         East     Units Scale Factor Converg.
 JX1859;SPC WV N     -   117,234.966   545,929.385   MT  0.99994152   -0 24 04.5
 JX1859;UTM  17      - 4,378,653.276   574,816.065   MT  0.99966891   +0 33 16.5
 JX1859
 JX1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1859!SPC WV N     -   0.99993486  x   0.99994152  =   0.99987639
 JX1859!UTM  17      -   0.99993486  x   0.99966891  =   0.99960380
 JX1859
 JX1859|---------------------------------------------------------------------|
 JX1859| PID    Reference Object                     Distance      Geod. Az  |
 JX1859|                                                           dddmmss.s |
 JX1859| CX4748 VALENTINE RM 1                        4.155 METERS 09309     |
 JX1859| CX4747 VALENTINE AZ MK                                    1014236.5 |
 JX1859| CX4749 VALENTINE RM 2                        3.810 METERS 24449     |
 JX1859|---------------------------------------------------------------------|
 JX1859
 JX1859                          SUPERSEDED SURVEY CONTROL
 JX1859
 JX1859  NAD 83(1986)-  39 33 15.49232(N)    080 07 44.99019(W) AD(       ) 2
 JX1859  NAD 27      -  39 33 15.20230(N)    080 07 45.70550(W) AD(       ) 2
 JX1859
 JX1859.Superseded values are not recommended for survey control.
 JX1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1859.See file dsdata.txt to determine how the superseded data were derived.
 JX1859
 JX1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7481678653(NAD 83)
 JX1859_MARKER: DS = TRIANGULATION STATION DISK
 JX1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1859
 JX1859  HISTORY     - Date     Condition        Report By
 JX1859  HISTORY     - 1941     MONUMENTED       CGS
 JX1859
 JX1859                          STATION DESCRIPTION
 JX1859
 JX1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1859'THE STATION IS
 JX1859'ABOUT 2 MILES NNW
 JX1859'OF THE TOWN OF RIVESVILLE ON A PASTURE KNOB
 JX1859'OWNED BY C.L. VALENTINE.  IT IS
 JX1859'3-1/2 FEET N OF A FENCE ON THE
 JX1859'HIGHEST POINT OF THE HILL, IS FLUSH WITH THE
 JX1859'GROUND, AND IS
 JX1859'STAMPED VALENTINE 1941.
 JX1859'
 JX1859'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JX1859'DISKS SET IN CONCRETE.
 JX1859'AZIMUTH MARK IS A STANDARD
 JX1859'BRONZE DISK WEDGE IN A DRILL HOLE IN
 JX1859'A BOULDER.
 JX1859'
 JX1859'REFERENCE MARK NO. 1 IS ONE FOOT N OF THE FENCE, FLUSH WITH
 JX1859'THE GROUND, AND IS
 JX1859'STAMPED VALENTINE 1941 NO. 1.
 JX1859'
 JX1859'REFERENCE MARK NO. 2 IS ONE FOOT N OF THE FENCE, FLUSH WITH
 JX1859'THE GROUND, AND IS
 JX1859'STAMPED VALENTINE 1941 NO. 2.
 JX1859'
 JX1859'LOCAL SURVEY MARK IS NW OF THE STATION.  IT IS AN IRON RAIL
 JX1859'SECTION DRIVEN
 JX1859'FLUSH WITH THE GROUND AND BEARING AN INDENTATION
 JX1859'IN THE THICKER PART OF THE RAIL
 JX1859'CROSS SECTION.  IT IS SAID TO BE
 JX1859'THE SURVEY MARK OF AN UNKNOWN MINING COMPANY.
 JX1859'
 JX1859'AZIMUTH MARK IS ABOUT 1/2 MILE ESE OF THE STATION, ABOUT 200
 JX1859'YARDS E OF MR.
 JX1859'VALENTINES HOUSE.  IT IS ON A HILLSIDE NEAR AN
 JX1859'OLD BARN, 60 FEET W OF ONE FENCE,
 JX1859'AND 26 FEET N OF ANOTHER.  IT IS
 JX1859'STAMPED VALENTINE 1941.
 JX1859'
 JX1859'TO REACH FROM THE POST OFFICE IN RIVESVILLE AT THE RIGHT-ANGLE
 JX1859'TURN IN U.S.
 JX1859'HIGHWAY 19, GO NORTHERLY ON U.S. HIGHWAY 19 FOR 1.5
 JX1859'MILES AND TURN LEFT, THENCE
 JX1859'WESTERLY AND NORTHWESTERLY 0.3 MILE TO
 JX1859'MR. VALENTINES HOUSE AND THE AZIMUTH MARK
 JX1859'ABOUT 200 YARDS TO THE
 JX1859'E.  PASS THROUGH THE BARNYARD AND MEANDER WEST-NORTHWESTERLY
 JX1859'ABOUT 1/2 MILE
 JX1859'TO THE TOP OF THE HILL AND THE STATION.
 JX1859'
 JX1859'LIGHTS ELEVATED 48 FEET AT STATIONS HOG AND TENANT AND 4 FEET
 JX1859'AT STATIONS CICERO
 JX1859'AND NEILLY WERE VISIBLE FROM 4 FEET ABOVE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2002 ***********************************************************************
 JX2002  DESIGNATION -  VALVE
 JX2002  PID         -  JX2002
 JX2002  STATE/COUNTY-  WV/MARSHALL
 JX2002  USGS QUAD   -  WILEYVILLE (1976)
 JX2002
 JX2002                         *CURRENT SURVEY CONTROL
 JX2002  ___________________________________________________________________
 JX2002* NAD 83(1995)-  39 44 17.94524(N)    080 37 52.54801(W)     ADJUSTED  
 JX2002* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 JX2002  ___________________________________________________________________
 JX2002  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 JX2002  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JX2002
 JX2002  HORZ ORDER  -  THIRD
 JX2002
 JX2002.The horizontal coordinates were established by classical geodetic methods
 JX2002.and adjusted by the National Geodetic Survey in April 1998..
 JX2002
 JX2002.The orthometric height was scaled from a topographic map.
 JX2002
 JX2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2002
 JX2002.The geoid height was determined by GEOID03.
 JX2002
 JX2002;                    North         East     Units Scale Factor Converg.
 JX2002;SPC WV N     -   138,085.654   503,037.439   MT  0.99994266   -0 43 17.4
 JX2002;UTM  17      - 4,398,778.742   531,595.110   MT  0.99961229   +0 14 08.6
 JX2002
 JX2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2002!SPC WV N     -   0.99993404  x   0.99994266  =   0.99987670
 JX2002!UTM  17      -   0.99993404  x   0.99961229  =   0.99954635
 JX2002
 JX2002|---------------------------------------------------------------------|
 JX2002| PID    Reference Object                     Distance      Geod. Az  |
 JX2002|                                                           dddmmss.s |
 JX2002| JX2003 VALVE USGS 1963                       3.548 METERS 09008     |
 JX2002| CX4751 VALVE RM 1                           23.121 METERS 22234     |
 JX2002| CX4750 VALVE AZ MK                                        2895641.8 |
 JX2002|---------------------------------------------------------------------|
 JX2002
 JX2002                          SUPERSEDED SURVEY CONTROL
 JX2002
 JX2002  NAD 83(1986)-  39 44 17.95204(N)    080 37 52.55453(W) AD(       ) 3
 JX2002  NAD 27      -  39 44 17.67340(N)    080 37 53.23110(W) AD(       ) 3
 JX2002
 JX2002.Superseded values are not recommended for survey control.
 JX2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2002.See file dsdata.txt to determine how the superseded data were derived.
 JX2002
 JX2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND3159598779(NAD 83)
 JX2002_MARKER: DS = TRIANGULATION STATION DISK
 JX2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2002
 JX2002  HISTORY     - Date     Condition        Report By
 JX2002  HISTORY     - 1963     MONUMENTED       CGS
 JX2002
 JX2002                          STATION DESCRIPTION
 JX2002
 JX2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2002'THE STATION IS LOCATED ON A HILL ABOUT 7.0 MILES SOUTHWEST OF
 JX2002'CAMERON, ABOUT 7.0 MILES
 JX2002'NORTHWEST OF LITTLETON, ABOUT 3.4 MILES NORTH OF SILVER HILL POST
 JX2002'OFFICE, AND ABOUT 2.0 MILES
 JX2002'SOUTH SOUTHEAST OF ADALINE.  IT IS 34 FEET SOUTHEAST OF A PIPELINE
 JX2002'VALVE, 8 FEET WEST OF A WITNESS POST.
 JX2002'THE PROPERTY IS OWNED BY MR. OTTO TEAGARDEN.
 JX2002'THE MONUMENT PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 JX2002'VALVE 1963.
 JX2002'
 JX2002'TO REACH FROM U.S. POST OFFICE AT SILVER HILLS GO EAST ON STATE
 JX2002'HIGHWAY 89 FOR 100 FEET TO
 JX2002'GRAVEL ROAD LEFT.  TURN LEFT ONTO GRAVELED ROAD AND GO NORTH FOR 0.15
 JX2002'MILE, KEEP LEFT WITH MAIN
 JX2002'TRAVELED ROAD AND GO EAST AND NORTH ON MAIN ROAD FOR 1.75
 JX2002'MILES TO A CHURCH AND CEMETERY ON LEFT,
 JX2002'CONTINUE ON ROAD FOR 1.3 MILES TO A T-INTERSECTION
 JX2002'AT TOP OF RIDGE, TURN RIGHT AND GO NORTHERLY FOR 1.05 MILE
 JX2002'TO A ROAD LEFT,
 JX2002'CONTINUE ALONG MAIN ROAD AND GO 0.5 MILE TO A T-INTERSECTION. TURN
 JX2002'RIGHT AND GO EAST FOR 0.35
 JX2002'MILE TO A ROAD LEFT, JUST PAST A HOUSE ON LEFT.  THIS IS END OF TRUCK
 JX2002'TRAVEL FOR STANDARD DRIVE TRUCK.
 JX2002'GO NORTHEAST ON FIELD ROAD BETWEEN THE TWO ROADS
 JX2002'UP PIPELINE RIGHT-OF-WAY FOR 0.1 MILE TO SUMMIT AND
 JX2002'STATION AT EXPOSED PIPELINE AND
 JX2002'VALVE IN LINE.
 JX2002'
 JX2002'VALVE (USGS) IS A STANDARD USGS MARK SET IN THE TOP OF AN 8 INCH BY 8
 JX2002'INCH CONCRETE POST AND
 JX2002'PROJECTS 5 INCHES.  IT IS 6 FEET SOUTH OF THE WITNESS POST, AND
 JX2002'45 FEET SOUTHEAST OF THE PIPELINE
 JX2002'VALVE.  THE DISK IS STAMPED VALVE 1957.
 JX2002'
 JX2002'REFERENCE MARK 1 IS A STANDARD USGS REFERENCE MARK SET IN AN 8 INCH
 JX2002'BY 8 INCH CONCRETE POST.
 JX2002'IT IS 83 FEET WEST OF THE WITNESS POST AND 50 FEET SOUTH SOUTHWEST
 JX2002'OF THE PIPELINE VALVE.  THE
 JX2002'MONUMENT PROJECTS 3 INCHES AND IS STAMPED NO 1 1957.
 JX2002'
 JX2002'THE AZIMUTH MARK IS 3 FEET SOUTH OF A WITNESS POST, 6 INCHES WEST OF
 JX2002'A WIRE FENCE, AND 32
 JX2002'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED.  THE MONUMENT
 JX2002'PROJECTS 6 INCHES AND THE DISK IS
 JX2002'STAMPED VALVE 1963.
 JX2002'
 JX2002'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2003 ***********************************************************************
 JX2003  DESIGNATION -  VALVE USGS 1963
 JX2003  PID         -  JX2003
 JX2003  STATE/COUNTY-  WV/MARSHALL
 JX2003  USGS QUAD   -  WILEYVILLE (1976)
 JX2003
 JX2003                         *CURRENT SURVEY CONTROL
 JX2003  ___________________________________________________________________
 JX2003* NAD 83(1995)-  39 44 17.94497(N)    080 37 52.39900(W)     ADJUSTED  
 JX2003* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 JX2003  ___________________________________________________________________
 JX2003  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 JX2003  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JX2003
 JX2003  HORZ ORDER  -  SECOND
 JX2003
 JX2003.The horizontal coordinates were established by classical geodetic methods
 JX2003.and adjusted by the National Geodetic Survey in April 1998..
 JX2003
 JX2003.The orthometric height was scaled from a topographic map.
 JX2003
 JX2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2003
 JX2003.The geoid height was determined by GEOID03.
 JX2003
 JX2003;                    North         East     Units Scale Factor Converg.
 JX2003;SPC WV N     -   138,085.601   503,040.987   MT  0.99994266   -0 43 17.3
 JX2003;UTM  17      - 4,398,778.748   531,598.657   MT  0.99961229   +0 14 08.7
 JX2003
 JX2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2003!SPC WV N     -   0.99993404  x   0.99994266  =   0.99987670
 JX2003!UTM  17      -   0.99993404  x   0.99961229  =   0.99954635
 JX2003
 JX2003                          SUPERSEDED SURVEY CONTROL
 JX2003
 JX2003  NAD 83(1986)-  39 44 17.95177(N)    080 37 52.40552(W) AD(       ) 2
 JX2003  NAD 27      -  39 44 17.67310(N)    080 37 53.08210(W) AD(       ) 2
 JX2003
 JX2003.Superseded values are not recommended for survey control.
 JX2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2003.See file dsdata.txt to determine how the superseded data were derived.
 JX2003
 JX2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND3159998779(NAD 83)
 JX2003_MARKER: DD = SURVEY DISK
 JX2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2003_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2003+STABILITY: SURFACE MOTION
 JX2003
 JX2003  HISTORY     - Date     Condition        Report By
 JX2003  HISTORY     - 1963     MONUMENTED       USGS
 JX2003
 JX2003                          STATION DESCRIPTION
 JX2003
 JX2003'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX2003'LOCATED ABOUT 7 MILES SOUTHWEST OF CAMERON, 7 MILES
 JX2003'NORTHWEST OF
 JX2003'LITTLETON, 3-1/2 MILES NORTH OF THE SILVER HILL POST OFFICE AND ON A
 JX2003'HILL OWNED BY MR. OTTO
 JX2003'TEAGARDEN.  IT IS A STANDARD USGS STATION MARK DISK SET IN
 JX2003'THE TOP OF AN 8 BY 8 INCH CONCRETE POST
 JX2003'THAT PROJECTS 5 INCHES.  IT IS 6 FEET SOUTH
 JX2003'OF A WITNESS POST, 45 FEET SOUTHEAST OF A PIPELINE VALVE
 JX2003'AND STAMPED VALVE 1957.
 JX2003'
 JX2003'TO REACH THE STATION FROM THE SILVER HILL POST OFFICE, GO EAST ON
 JX2003'STATE HIGHWAY 89 FOR
 JX2003'100 FEET TO A GRAVELED ROAD LEFT.  TURN LEFT AND GO NORTH ON THE
 JX2003'GRAVELED ROAD FOR 3.2 MILES TO A
 JX2003'T-ROAD INTERSECTION.  TURN RIGHT AND GO NORTHERLY
 JX2003'FOR 1.05 MILES TO A SIDE ROAD LEFT.  CONTINUE ALONG
 JX2003'MAIN ROAD FOR 0.5 MILE TO A T-ROAD
 JX2003'INTERSECTION.  TURN RIGHT AND GO EAST FOR 0.35 MILE TO A ROAD LEFT.
 JX2003'GO NORTHEAST ON FIELD ROAD FOR
 JX2003'0.1 MILE TO SUMMIT OF HILL AND MARK.
 JX2003'
 JX2003'A TRAVERSE CONNECTION WAS MADE FROM STATION VALVE 1963.  THE DISTANCE
 JX2003'BEING 11.63 FEET, 3.548
 JX2003'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3448 ***********************************************************************
 GX3448  DESIGNATION -  VERNER
 GX3448  PID         -  GX3448
 GX3448  STATE/COUNTY-  WV/MINGO
 GX3448  USGS QUAD   -  MALLORY (1976)
 GX3448
 GX3448                         *CURRENT SURVEY CONTROL
 GX3448  ___________________________________________________________________
 GX3448* NAD 83(1995)-  37 39 19.74460(N)    081 48 50.86922(W)     ADJUSTED  
 GX3448* NAVD 88     -       739.3    (meters)    2426.     (feet)  VERTCON   
 GX3448  ___________________________________________________________________
 GX3448  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 GX3448  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX3448
 GX3448  HORZ ORDER  -  THIRD
 GX3448
 GX3448.The horizontal coordinates were established by classical geodetic methods
 GX3448.and adjusted by the National Geodetic Survey in April 1998..
 GX3448
 GX3448.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3448
 GX3448.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3448
 GX3448.The geoid height was determined by GEOID03.
 GX3448
 GX3448;                    North         East     Units Scale Factor Converg.
 GX3448;SPC WV S     -    73,066.737   528,162.922   MT  0.99996802   -0 30 11.8
 GX3448;UTM  17      - 4,167,903.141   428,187.818   MT  0.99966352   -0 29 50.6
 GX3448
 GX3448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3448!SPC WV S     -   0.99988893  x   0.99996802  =   0.99985695
 GX3448!UTM  17      -   0.99988893  x   0.99966352  =   0.99955249
 GX3448
 GX3448:                Primary Azimuth Mark                     Grid Az
 GX3448:SPC WV S     -  VERNER AZ MK                             080 06 22.0
 GX3448:UTM  17      -  VERNER AZ MK                             080 06 00.8
 GX3448
 GX3448|---------------------------------------------------------------------|
 GX3448| PID    Reference Object                     Distance      Geod. Az  |
 GX3448|                                                           dddmmss.s |
 GX3448| DC4921 VERNER AZ MK                                       0793610.2 |
 GX3448| DC4922 VERNER RM 1                           5.058 METERS 18051     |
 GX3448| DC4923 VERNER RM 2                           6.755 METERS 28117     |
 GX3448|---------------------------------------------------------------------|
 GX3448
 GX3448                          SUPERSEDED SURVEY CONTROL
 GX3448
 GX3448  NAD 83(1995)-  37 39 19.74587(N)    081 48 50.86833(W) AD(       ) 3
 GX3448  NAD 83(1995)-  37 39 19.75321(N)    081 48 50.87520(W) AD(       ) 3
 GX3448  NAD 83(1986)-  37 39 19.75308(N)    081 48 50.87556(W) AD(       ) 3
 GX3448  NAD 27      -  37 39 19.35830(N)    081 48 51.45970(W) AD(       ) 3
 GX3448  NGVD 29 (07/19/86)  739.5    (m)         2426.     (f) VERT ANG       
 GX3448
 GX3448.Superseded values are not recommended for survey control.
 GX3448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3448.See file dsdata.txt to determine how the superseded data were derived.
 GX3448
 GX3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB2818867903(NAD 83)
 GX3448_MARKER: DS = TRIANGULATION STATION DISK
 GX3448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3448
 GX3448  HISTORY     - Date     Condition        Report By
 GX3448  HISTORY     - 1957     MONUMENTED       CGS
 GX3448  HISTORY     - 1963     GOOD             LOCSUR
 GX3448
 GX3448                          STATION DESCRIPTION
 GX3448
 GX3448'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GX3448'STATION IS APPROXIMATELY 4 MILES NORTHEAST OF GILBERT, 2 MILES EAST
 GX3448'OF THE VERNER POST OFFICE, AT THE HEAD OF LEATHERWOOD
 GX3448'CREEK AND MOORE CREEK, ON THE SUMMIT OF A HIGH HILL ON THE
 GX3448'MINGO-LOGAN COUNTY LINE AND ON PROPERTY OF THE ELK CREEK COAL CO.
 GX3448'
 GX3448'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 80 AT
 GX3448'THE EAST END OF A LARGE STEEL BRIDGE IN GILBERT, GO NORTH ON STATE
 GX3448'HIGHWAY 80 FOR 2.3 MILES TO A STEEL BRIDGE, CROSS BRIDGE AND CONTINUE
 GX3448'NORTH ON STATE HIGHWAY 80 FOR 3.85 MILES TO WHERE HIGHWAY CURVES
 GX3448'TO THE LEFT AT EAST END OF STEEL BRIDGE, CONTINUE STRAIGHT AHEAD
 GX3448'ACROSS RAILROAD TRACK ON GRADED ROAD FOR 100 YARDS TO THE VERNER
 GX3448'POST OFFICE ON THE LEFT, CONTINUE EAST ON GRAVELED ROAD FOR 0.1 MILE
 GX3448'TO A SCHOOL ON THE LEFT, CONTINUE UP HOLLOW ON GRAVELED ROAD FOR 1.2
 GX3448'MILES TO A FORK, KEEP RIGHT FORK UP HILL AND GO 1.0 MILE TO WHERE
 GX3448'ROAD CROSSES OVER RIDGE, CONTINUE EAST (DOWN EAST SIDE OF HILL) FOR
 GX3448'0.7 MILE TO A ROAD LEFT (JUST BEFORE REACHING A SCHOOL ON THE
 GX3448'RIGHT), TURN SHARP LEFT AND GO 0.05 MILE TO A FORK, TAKE THE RIGHT
 GX3448'FORK AND GO UP HOLLOW FOR 1.0 MILE TO WHERE ROAD CURVES TO THE
 GX3448'RIGHT UP SIDE OF HILL, TURN RIGHT AND GO UP HILL FOR 0.05 MILE TO A
 GX3448'FORK, TAKE THE LEFT FORK AND GO 0.25 MILE TO A MINE SUB STATION
 GX3448'JUST ABOVE THE ROAD, CONTINUE ON MAIN ROAD UP HILL FOR 0.15 MILE
 GX3448'TO A GAS VALVE ON THE RIGHT AND A FIRE BREAK ON BOTH SIDES OF THE
 GX3448'ROAD, (FROM HERE PACK EASTERLY UP STEEP FIRE BREAK FOR
 GX3448'APPROXIMATELY 15 MINUTES OR OVER HALF WAY UP THE HILL TO THE AZIMUTH
 GX3448'MARK ON THE LEFT.) KEEP RIGHT AND GO 0.15 MILE TO A FORK, KEEP
 GX3448'MIDDLE ROAD UP HILL FOR 0.45 MILE TO WHERE THE HIGHLINE PASSES OVER
 GX3448'RIDGE, TAKE STEEP ROAD UP HILL FOR 0.2 MILE TO THE TOP OF HILL AND
 GX3448'THE STATION ON THE LEFT.  (NEED A JEEP TO DRIVE ALL THE WAY TO THE
 GX3448'STATION.)
 GX3448'
 GX3448'STATION MARKS ARE STANDARD DISKS STAMPED VERNER 1957.  THE SURFACE
 GX3448'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 GX3448'IS 32 FEET SOUTH OF THE CENTER OF PIPE LINE ROAD AND 8 FEET SOUTH OF
 GX3448'A TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE.  A STANDARD WITNESS
 GX3448'POST WAS SET 5 FEET SOUTHEAST OF THE MARK.  THE UNDERGROUND DISK IS
 GX3448'SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF
 GX3448'THE GROUND.
 GX3448'
 GX3448'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED VERNER NO 1 1957, IS
 GX3448'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 GX3448'
 GX3448'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED VERNER NO 2 1957, IS
 GX3448'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 34 FEET
 GX3448'SOUTH OF THE CENTER OF PIPE LINE ROAD AND APPROXIMATELY 1 FOOT LOWER
 GX3448'IN ELEVATION THAN THE STATION.
 GX3448'
 GX3448'AZIMUTH MARK, A STANDARD DISK STAMPED VERNER 1957, IS CEMENTED IN A
 GX3448'DRILL HOLE IN A BOULDER WHICH PROJECTS 2 FEET.  IT IS 20 FEET NORTH
 GX3448'OF THE CENTER OF PIPE LINE FIRE BREAK, 8 FEET NORTH OF EDGE OF BANK
 GX3448'AND APPROXIMATELY 8 FEET ABOVE THE FIRE BREAK.  A STANDARD WITNESS
 GX3448'POST WAS SET 8 FEET EAST OF THE MARK.
 GX3448
 GX3448                          STATION RECOVERY (1963)
 GX3448
 GX3448'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 GX3448'STATION FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1676 ***********************************************************************
 JX1676  DESIGNATION -  VILLE
 JX1676  PID         -  JX1676
 JX1676  STATE/COUNTY-  WV/MARSHALL
 JX1676  USGS QUAD   -  BUSINESSBURG (1976)
 JX1676
 JX1676                         *CURRENT SURVEY CONTROL
 JX1676  ___________________________________________________________________
 JX1676* NAD 83(1995)-  39 55 36.59653(N)    080 45 03.68369(W)     ADJUSTED  
 JX1676* NAVD 88     -       206.334  (meters)     676.95   (feet)  ADJUSTED  
 JX1676  ___________________________________________________________________
 JX1676  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 JX1676  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JX1676  DYNAMIC HT  -         206.220 (meters)     676.57  (feet)  COMP
 JX1676  MODELED GRAV-     980,066.6   (mgal)                       NAVD 88
 JX1676
 JX1676  HORZ ORDER  -  THIRD
 JX1676  VERT ORDER  -  FIRST     CLASS II
 JX1676
 JX1676.The horizontal coordinates were established by classical geodetic methods
 JX1676.and adjusted by the National Geodetic Survey in April 1998..
 JX1676
 JX1676.The orthometric height was determined by differential leveling
 JX1676.and adjusted by the National Geodetic Survey in June 1991..
 JX1676
 JX1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1676
 JX1676.The geoid height was determined by GEOID03.
 JX1676
 JX1676.The dynamic height is computed by dividing the NAVD 88
 JX1676.geopotential number by the normal gravity value computed on the
 JX1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1676.degrees latitude (g = 980.6199 gals.).
 JX1676
 JX1676.The modeled gravity was interpolated from observed gravity values.
 JX1676
 JX1676;                    North         East     Units Scale Factor Converg.
 JX1676;SPC WV N     -   159,149.634   493,064.688   MT  0.99995449   -0 47 52.3
 JX1676;SPC OH S     -   215,356.793   749,498.916   MT  0.99998067   +1 06 35.1
 JX1676;UTM  17      - 4,419,666.047   521,275.259   MT  0.99960557   +0 09 35.3
 JX1676
 JX1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1676!SPC WV N     -   0.99997293  x   0.99995449  =   0.99992742
 JX1676!SPC OH S     -   0.99997293  x   0.99998067  =   0.99995360
 JX1676!UTM  17      -   0.99997293  x   0.99960557  =   0.99957851
 JX1676
 JX1676|---------------------------------------------------------------------|
 JX1676| PID    Reference Object                     Distance      Geod. Az  |
 JX1676|                                                           dddmmss.s |
 JX1676| CX4768 VILLE RM 1                           16.628 METERS 06802     |
 JX1676| JX1984 MOUNDSVILLE US STAMPING CO TK       APPROX. 1.2 KM 0915804.6 |
 JX1676| CX4769 VILLE RM 2                            8.339 METERS 15214     |
 JX1676| JX1987 MOUNDSVILLE CO CTHSE W SPIRE        APPROX. 1.0 KM 1533646.7 |
 JX1676| JX1677 VILLE AZ MK                                        1562102.5 |
 JX1676|---------------------------------------------------------------------|
 JX1676
 JX1676                          SUPERSEDED SURVEY CONTROL
 JX1676
 JX1676  NAD 83(1986)-  39 55 36.60407(N)    080 45 03.69148(W) AD(       ) 3
 JX1676  NAD 27      -  39 55 36.32320(N)    080 45 04.39710(W) AD(       ) 3
 JX1676
 JX1676.Superseded values are not recommended for survey control.
 JX1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1676.See file dsdata.txt to determine how the superseded data were derived.
 JX1676
 JX1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2127519666(NAD 83)
 JX1676_MARKER: DS = TRIANGULATION STATION DISK
 JX1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1676_SP_SET: CONCRETE POST
 JX1676_STAMPING: VILLE 1963
 JX1676_MARK LOGO: CGS   
 JX1676_PROJECTION: FLUSH
 JX1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1676+STABILITY: SURFACE MOTION
 JX1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1676+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2004
 JX1676
 JX1676  HISTORY     - Date     Condition        Report By
 JX1676  HISTORY     - 1963     MONUMENTED       CGS
 JX1676  HISTORY     - 1983     GOOD             NGS
 JX1676  HISTORY     - 20040523 GOOD             USPSQD
 JX1676
 JX1676                          STATION DESCRIPTION
 JX1676
 JX1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1676'NO MEASUREMENT BETWEEN R.M.S BECAUSE OF HEAVY TRAFFIC.
 JX1676'
 JX1676'THE STATION IS LOCATED IN MOUNDSVILLE, ON THE WEST SIDE OF STATE
 JX1676'HIGHWAY 2 IN THE NORTH PART OF
 JX1676'THE CITY, NEAR A BRIDGE THAT CROSSES A RAILROAD SPUR LINE.  IT IS 5.5
 JX1676'FEET NORTH OF A WITNESS POST, 6
 JX1676'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE,
 JX1676'30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 JX1676'ON THE ROAD RIGHT-OF-WAY.  THE MONUMENT
 JX1676'IS FLUSH AND THE DISK IS STAMPED VILLE 1963.
 JX1676'
 JX1676'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 250 AND STATE
 JX1676'HIGHWAY 2 AND 88 IN
 JX1676'MOUNDSVILLE, GO NORTH ON HIGHWAY 2 FOR 0.3 MILE TO THE AZIMUTH MARK
 JX1676'ON THE RIGHT.  CONTINUE NORTH ON
 JX1676'HIGHWAY 2 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 JX1676'
 JX1676'REFERENCE MARK 1 IS 24 FEET EAST OF THE CENTERLINE OF HIGHWAY 2, 1
 JX1676'FOOT WEST OF THE EAST GUARD
 JX1676'RAIL AND 6 FEET SOUTH OF THE NORTH END OF THE BRIDGE.  IT IS A
 JX1676'STANDARD REFERENCE MARK DISK SET IN
 JX1676'A DRILLED HOLE IN THE CONCRETE WALK OF THE BRIDGE.
 JX1676'THE DISK IS STAMPED VILLE NO 1 1963.
 JX1676'
 JX1676'REFERENCE MARK 2 IS 1 FOOT EAST OF THE WEST GUARD RAIL OF THE BRIDGE,
 JX1676'26 FEET WEST OF THE
 JX1676'CENTERLINE OF HIGHWAY 2, 21 FEET SOUTH OF THE NORTH END OF THE BRIDGE
 JX1676'AND 22 FEET SOUTHWEST OF THE
 JX1676'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK AND
 JX1676'IS SET FLUSH IN A DRILLED HOLE IN THE CONCRETE
 JX1676'WALK OF THE BRIDGE.  THE DISK IS
 JX1676'STAMPED VILLE NO 2 1963.
 JX1676'
 JX1676'THE AZIMUTH MARK IS 1 FOOT WEST OF THE EAST GUARD RAIL FOR A BRIDGE,
 JX1676'3 FEET NORTHEAST OF THE
 JX1676'WITNESS POST, 25 FEET EAST OF THE CENTERLINE OF HIGHWAY 2.  IT IS A
 JX1676'STANDARD AZIMUTH MARK DISK SET
 JX1676'FLUSH IN A DRILLED HOLE IN CONCRETE WALK OF THE BRIDGE.
 JX1676'THE DISK IS STAMPED VILLE 1963.
 JX1676'
 JX1676'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JX1676
 JX1676                          STATION RECOVERY (1983)
 JX1676
 JX1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX1676'IN MOUNDSVILLE.
 JX1676'IN MOUNDSVILLE, 1.0 KM (0.6 MI) NORTH ALONG U.S. HIGHWAY 250 AND STATE
 JX1676'HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 88 TO THE MARK ON THE
 JX1676'LEFT, 9.14 METERS (30.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 JX1676'1.83 METERS (6.0 FT) NORTHEAST OF THE NORTHEAST END OF A BRIDGE.
 JX1676'THE MARK IS 1.68 METERS  N FROM A WITNESS POST.
 JX1676
 JX1676                          STATION RECOVERY (2004)
 JX1676
 JX1676'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX1676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1677 ***********************************************************************
 JX1677  DESIGNATION -  VILLE AZ MK
 JX1677  PID         -  JX1677
 JX1677  STATE/COUNTY-  WV/MARSHALL
 JX1677  USGS QUAD   -  MOUNDSVILLE (1997)
 JX1677
 JX1677                         *CURRENT SURVEY CONTROL
 JX1677  ___________________________________________________________________
 JX1677* NAD 83(1986)-  39 55 21.     (N)    080 44 56.     (W)     SCALED    
 JX1677* NAVD 88     -       201.265  (meters)     660.32   (feet)  ADJUSTED  
 JX1677  ___________________________________________________________________
 JX1677  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX1677  DYNAMIC HT  -         201.154 (meters)     659.95  (feet)  COMP
 JX1677  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 JX1677
 JX1677  VERT ORDER  -  FIRST     CLASS II
 JX1677
 JX1677.The horizontal coordinates were scaled from a topographic map and have
 JX1677.an estimated accuracy of +/- 6 seconds.
 JX1677
 JX1677.The orthometric height was determined by differential leveling
 JX1677.and adjusted by the National Geodetic Survey in June 1991..
 JX1677
 JX1677.The geoid height was determined by GEOID03.
 JX1677
 JX1677.The dynamic height is computed by dividing the NAVD 88
 JX1677.geopotential number by the normal gravity value computed on the
 JX1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1677.degrees latitude (g = 980.6199 gals.).
 JX1677
 JX1677.The modeled gravity was interpolated from observed gravity values.
 JX1677
 JX1677;                    North         East    Units  Estimated Accuracy
 JX1677;SPC WV N     -   158,670.      493,240.      MT  (+/- 180 meters Scaled)
 JX1677
 JX1677                          SUPERSEDED SURVEY CONTROL
 JX1677
 JX1677.No superseded survey control is available for this station.
 JX1677
 JX1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE214191(NAD 83)
 JX1677_MARKER: DZ = AZIMUTH MARK DISK
 JX1677_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1677_SP_SET: ABUTMENT
 JX1677_STAMPING: VILLE 1963
 JX1677_MARK LOGO: CGS   
 JX1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1677+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2004
 JX1677
 JX1677  HISTORY     - Date     Condition        Report By
 JX1677  HISTORY     - 1963     MONUMENTED       CGS
 JX1677  HISTORY     - 1983     GOOD             NGS
 JX1677  HISTORY     - 20040523 GOOD             USPSQD
 JX1677
 JX1677                          STATION DESCRIPTION
 JX1677
 JX1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1677'IN MOUNDSVILLE.
 JX1677'IN MOUNDSVILLE, 0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 2 FROM THE
 JX1677'JUNCTION OF U.S. HIGHWAY 250, IN THE SOUTH END OF THE EAST HIGHWAY
 JX1677'BRIDGE ABUTMENT OVER A SMALL CREEK, 7.62 METERS (25.0 FT) EAST OF THE
 JX1677'CENTERLINE OF THE HIGHWAY, 0.30 METER (1.0 FT) WEST OF THE EAST
 JX1677'GUARDRAIL OF THE BRIDGE.
 JX1677'THE MARK IS 0.91 METERS  NE FROM A WITNESS POST.
 JX1677'THE MARK IS 0.3 M ABOVE HIGHWAY.
 JX1677
 JX1677                          STATION RECOVERY (2004)
 JX1677
 JX1677'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX1677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2976 ***********************************************************************
 HX2976  DESIGNATION -  VINEYARD
 HX2976  PID         -  HX2976
 HX2976  STATE/COUNTY-  WV/ROANE
 HX2976  USGS QUAD   -  CLIO (1976)
 HX2976
 HX2976                         *CURRENT SURVEY CONTROL
 HX2976  ___________________________________________________________________
 HX2976* NAD 83(1995)-  38 37 25.55672(N)    081 17 31.65126(W)     ADJUSTED  
 HX2976* NAVD 88     -       395.0    (meters)    1296.     (feet)  VERTCON   
 HX2976  ___________________________________________________________________
 HX2976  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 HX2976  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HX2976
 HX2976  HORZ ORDER  -  FIRST
 HX2976
 HX2976.The horizontal coordinates were established by classical geodetic methods
 HX2976.and adjusted by the National Geodetic Survey in April 1998..
 HX2976
 HX2976.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2976
 HX2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2976
 HX2976.The geoid height was determined by GEOID03.
 HX2976
 HX2976;                    North         East     Units Scale Factor Converg.
 HX2976;SPC WV S     -   180,262.991   574,561.950   MT  0.99995501   -0 10 50.1
 HX2976;UTM  17      - 4,275,067.278   474,570.914   MT  0.99960796   -0 10 56.4
 HX2976
 HX2976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2976!SPC WV S     -   0.99994322  x   0.99995501  =   0.99989823
 HX2976!UTM  17      -   0.99994322  x   0.99960796  =   0.99955120
 HX2976
 HX2976|---------------------------------------------------------------------|
 HX2976| PID    Reference Object                     Distance      Geod. Az  |
 HX2976|                                                           dddmmss.s |
 HX2976| HX2977 NICHOLS USGS 1944                    19.984 METERS 02054     |
 HX2976| DC4924 VINEYARD AZ MK                                     0612939.2 |
 HX2976| DC4925 VINEYARD RM 1                        10.098 METERS 11650     |
 HX2976|---------------------------------------------------------------------|
 HX2976
 HX2976                          SUPERSEDED SURVEY CONTROL
 HX2976
 HX2976  NAD 83(1986)-  38 37 25.56378(N)    081 17 31.65832(W) AD(       ) 1
 HX2976  NAD 27      -  38 37 25.22500(N)    081 17 32.22800(W) AD(       ) 1
 HX2976  NGVD 29 (07/19/86)  395.2    (m)         1297.     (f) VERT ANG       
 HX2976
 HX2976.Superseded values are not recommended for survey control.
 HX2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2976.See file dsdata.txt to determine how the superseded data were derived.
 HX2976
 HX2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7457175067(NAD 83)
 HX2976_MARKER: DS = TRIANGULATION STATION DISK
 HX2976_SETTING: 80 = SET IN A BOULDER
 HX2976_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HX2976
 HX2976  HISTORY     - Date     Condition        Report By
 HX2976  HISTORY     - 1944     MONUMENTED       CGS
 HX2976  HISTORY     - 1961     GOOD             CGS
 HX2976
 HX2976                          STATION DESCRIPTION
 HX2976
 HX2976'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2976'STATION IS LOCATED
 HX2976'ABOUT 19 MILES BY
 HX2976'ROAD S BY E OF SPENCER.  THE MARK IS SITUATED
 HX2976'ON THE HIGHEST POINT OF A LARGE
 HX2976'PROMINENT BARE ROCK KNOWN AS
 HX2976'NICHOLS KNOB.  IT IS ABOUT 75 YARDS E OF A PUBLIC
 HX2976'ROAD AND 7
 HX2976'FEET N OF A 4-INCH HICKORY TREE.
 HX2976'
 HX2976'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 HX2976'IN A BOULDER AND
 HX2976'IS STAMPED VINEYARD 1944.
 HX2976'
 HX2976'REFERENCE MARK 1 IS NEAR THE EDGE OF ROCK.  IT IS A BRONZE
 HX2976'REFERENCE DISK SET
 HX2976'IN A DRILL HOLE IN A BOULDER AND IS STAMPED
 HX2976'VINEYARD NO 1 1944.
 HX2976'
 HX2976'NICHOLS (U.S.G.S.) IS NEAR THE MOST N POINT OF THE ROCK.  IT
 HX2976'IS A STANDARD U.S.
 HX2976'GEOLOGICAL SURVEY BENCH-MARK DISK WEDGED IN A
 HX2976'DRILL HOLE IN THE BOULDER.  NO
 HX2976'STAMPING APPEARS ON THE DISK.
 HX2976'
 HX2976'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF A PUBLIC DIRT ROAD.
 HX2976'IT IS ABOUT 100
 HX2976'YARDS S OF THE OAK HILL SCHOOL, 0.1 MILE N OF A
 HX2976'Y-FORK, 17 FEET NE OF THE
 HX2976'APPROXIMATE CENTER LINE OF THE DIRT
 HX2976'ROAD, AND 1 FOOT W OF A WITNESS POST.  IT IS
 HX2976'STAMPED VINEYARD
 HX2976'1944.  A BRONZE AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST.
 HX2976'
 HX2976'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119
 HX2976'AND STATE HIGHWAY
 HX2976'36 JUST S OF SPENCER, GO SE ON STATE HIGHWAY 36
 HX2976'FOR 16.75 MILES TO A DIRT AND ROCK
 HX2976'ROAD LEADING SHARP RIGHT AT
 HX2976'THE VINEYARD SERVICE STATION AND GENERAL STORE.  TURN
 HX2976'RIGHT AND GO
 HX2976'1.5 MILES TO A Y-FORK.  (THE AZIMUTH MARK IS 0.1 MILE TO THE
 HX2976'LEFT OF THIS FORK.)
 HX2976'BEAR RIGHT FOR 0.2 MILE TO NICHOLS KNOB AND
 HX2976'STATION ON THE LEFT.  (AN APPROACH FROM
 HX2976'THE W SIDE OF THE ROCK
 HX2976'IS LESS DIFFICULT.)
 HX2976'
 HX2976'HEIGHT OF LIGHT ABOVE STATION MARK - 13 METERS.
 HX2976
 HX2976                          STATION RECOVERY (1961)
 HX2976
 HX2976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2976'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 HX2976'IN GOOD CONDITION,
 HX2976'HOWEVER NICHOLS (USGS) APPEARS TO HAVE BEEN REINFORCED.
 HX2976'A DIFFERENCE WAS FOUND IN THE
 HX2976'DISTANCE AND DIRECTION TO THE REFERENCE
 HX2976'
 HX2976'THE 1944 DESCRIPTIONS AS DESCRIBED BY F.N. IS ADEQUATE, BUT DUE TO
 HX2976'CHANGES IN LAND
 HX2976'MARKS AND ROAD NUMBERS, A NEW TO REACH FOLLOWS-
 HX2976'
 HX2976'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 36 AND 4 WHICH IS
 HX2976'ABOUT 27 MILES
 HX2976'SOUTHWEST OF GASSAWAY, GO NORTHERLY ON STATE HIGHWAY NO. 36
 HX2976'FOR 11.4 MILES TO THE POST OFFICE
 HX2976'IN THE VILLAGE OF NEWTON.  CONTINUE
 HX2976'NORTHWESTERLY ON STATE HIGHWAY NO. 36 FOR 8.35 MILES
 HX2976'TO SIDE ROAD LEFT AT
 HX2976'LARGE WHITE HOUSE ON LEFT.  TURN LEFT AND GO SOUTHWESTERLY ON GRADED
 HX2976'ROAD FOR 1.4 MILES TO
 HX2976'FORKS.  (AZIMUTH MARK IS 0.1 MILE DOWN LEFT FORK AND ON
 HX2976'LEFT (NORTHEAST) SIDE OF ROAD).
 HX2976'TAKE RIGHT FORK AND GO 0.2 MILE TO WIRE
 HX2976'GATE ON LEFT AND END OF TRUCK TRAVEL.  PACK
 HX2976'SOUTHERLY FOR ABOUT 0.1 MILE
 HX2976'TO TOP OF BARE ROCK AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3675 ***********************************************************************
 HW3675  DESIGNATION -  VLBI REF 93
 HW3675  PID         -  HW3675
 HW3675  STATE/COUNTY-  WV/POCAHONTAS
 HW3675  USGS QUAD   -  GREEN BANK (1995)
 HW3675
 HW3675                         *CURRENT SURVEY CONTROL
 HW3675  ___________________________________________________________________
 HW3675* NAD 83(1995)-  38 26 08.87979(N)    079 49 32.50004(W)     ADJUSTED  
 HW3675* NAVD 88     -       827.5    (meters)    2715.     (feet)  GPS OBS   
 HW3675  ___________________________________________________________________
 HW3675  X           -     883,769.113 (meters)                     COMP
 HW3675  Y           -  -4,924,452.241 (meters)                     COMP
 HW3675  Z           -   3,943,944.984 (meters)                     COMP
 HW3675  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 HW3675  ELLIP HEIGHT-         796.88  (meters)          (06/29/94) GPS OBS
 HW3675  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HW3675
 HW3675  HORZ ORDER  -  B
 HW3675  ELLP ORDER  -  FOURTH    CLASS I
 HW3675
 HW3675.The horizontal coordinates were established by GPS observations
 HW3675.and adjusted by the National Geodetic Survey in June 1994..
 HW3675
 HW3675.The orthometric height was determined by GPS observations and a
 HW3675.high-resolution geoid model.
 HW3675
 HW3675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3675
 HW3675.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3675
 HW3675.The ellipsoidal height was determined by GPS observations
 HW3675.and is referenced to NAD 83.
 HW3675
 HW3675.The geoid height was determined by GEOID03.
 HW3675
 HW3675;                    North         East     Units Scale Factor Converg.
 HW3675;SPC WV S     -   160,008.114   702,519.403   MT  0.99993527   +0 43 33.4
 HW3675;UTM  17      - 4,254,822.676   602,489.419   MT  0.99972936   +0 43 48.2
 HW3675
 HW3675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3675!SPC WV S     -   0.99987498  x   0.99993527  =   0.99981026
 HW3675!UTM  17      -   0.99987498  x   0.99972936  =   0.99960437
 HW3675
 HW3675                          SUPERSEDED SURVEY CONTROL
 HW3675
 HW3675  NAD 83(1995)-  38 26 08.87979(N)    079 49 32.50004(W) AD(       ) B
 HW3675
 HW3675.Superseded values are not recommended for survey control.
 HW3675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3675.See file dsdata.txt to determine how the superseded data were derived.
 HW3675
 HW3675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0248954823(NAD 83)
 HW3675_MARKER: DD = SURVEY DISK
 HW3675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3675_SP_SET: CONCRETE POST
 HW3675_STAMPING: VLBI REF.93
 HW3675_MARK LOGO: USN   
 HW3675_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3675+STABILITY: SURFACE MOTION
 HW3675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3675+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1993
 HW3675
 HW3675  HISTORY     - Date     Condition        Report By
 HW3675  HISTORY     - 1993     MONUMENTED       USN
 HW3675  HISTORY     - 19930825 GOOD             NGS
 HW3675
 HW3675                          STATION DESCRIPTION
 HW3675
 HW3675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HW3675'THE STATION IS LOCATED ABOUT 54.7 KM (34.00 MI) SOUTH OF ELKINS, 20.9
 HW3675'KM (13.00 MI) WEST OF MONTEREY, 3.2 KM (2.00 MI) NORTH OF GREEN BANK,
 HW3675'AT THE NATIONAL RADIO ASTRONOMY OBSERVATORY, AND NORTHEAST FROM THREE
 HW3675'TELESCOPES.  OWNERSHIP--NATIONAL RADIO ASTRONOMY OBSERVATORY, P.O.
 HW3675'BOX 2, GREEN BANK, WV 24944-0002. PHONE--OBSERVATORY MAIN
 HW3675'NUMBER--304-456-2011. THERE ARE TWO PERSONS FAMILIAR WITH NGS AND
 HW3675'STATION SITE LOCATION, MR RICHARD FLEMING, PHONE--304-456-2231 AND
 HW3675'MR. MIKE HOLSTIN, PHONE--304-456-2283.
 HW3675'NOTE--NO GAS POWERED VEHICLES OR EQUIPMENT ALLOWED.
 HW3675'TO REACH THE STATION FROM THE POST OFFICE IN GREEN BANK, GO NORTH ON
 HW3675'STATE HIGHWAY 28 FOR 1.9 KM (1.20 MI) TO A GUARD HOUSE AT THE MAIN
 HW3675'ENTRANCE TO THE GREEN BANK RADIO ASTRONOMY OBSERVATORY ON THE LEFT.
 HW3675'TURN LEFT, WEST, AND GO 0.6 KM (0.35 MI) TO A GATE.  CONTINUE WEST
 HW3675'FOR 0.48 KM (0.30 MI) TO THE STATION ON THE LEFT.
 HW3675'THE STATION IS A BRASS PLUG IN THE TOP OF A CONCRETE POST PROJECTING
 HW3675'14 CM ABOVE GROUND.  LOCATED 67.67 M (222.01 FT) NORTHEAST FROM A
 HW3675'TWIN FORKED TREE, 37.8 M (124.0 FT) SOUTH FROM THE CENTER OF THE
 HW3675'CURVED ROAD, 35.36 M (116.01 FT) SOUTHWEST FROM THE CENTER OF THE
 HW3675'CURVED ROAD, 30.94 M (101.51 FT) WEST FROM A METAL ELECTRIC BOX AND
 HW3675'POLE, 30.78 M (100.98 FT) SOUTHWEST FROM THE SOUTH END OF A CONCRETE
 HW3675'CULVERT AND ABOUT 30 CM HIGHER THAN THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2131 ***********************************************************************
 JX2131  DESIGNATION -  VOLCANO
 JX2131  PID         -  JX2131
 JX2131  STATE/COUNTY-  WV/WOOD
 JX2131  USGS QUAD   -  PETROLEUM (1987)
 JX2131
 JX2131                         *CURRENT SURVEY CONTROL
 JX2131  ___________________________________________________________________
 JX2131* NAD 83(1995)-  39 14 40.11751(N)    081 16 31.09026(W)     ADJUSTED  
 JX2131* NAVD 88     -       404.59   (+/-2cm)    1327.4    (feet)  VERTCON   
 JX2131  ___________________________________________________________________
 JX2131  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 JX2131  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JX2131
 JX2131  HORZ ORDER  -  FIRST
 JX2131  VERT ORDER  -  THIRD ? (See Below)
 JX2131
 JX2131.The horizontal coordinates were established by classical geodetic methods
 JX2131.and adjusted by the National Geodetic Survey in April 1998..
 JX2131
 JX2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2131.The vertical order pertains to the NGVD 29 superseded value.
 JX2131
 JX2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2131
 JX2131.The geoid height was determined by GEOID03.
 JX2131
 JX2131;                    North         East     Units Scale Factor Converg.
 JX2131;SPC WV N     -    84,163.621   446,758.210   MT  0.99996278   -1 07 56.1
 JX2131;SPC OH S     -   138,870.138   705,715.348   MT  0.99993887   +0 46 37.5
 JX2131;UTM  17      - 4,343,943.146   476,243.279   MT  0.99960695   -0 10 27.0
 JX2131
 JX2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2131!SPC WV N     -   0.99994185  x   0.99996278  =   0.99990463
 JX2131!SPC OH S     -   0.99994185  x   0.99993887  =   0.99988072
 JX2131!UTM  17      -   0.99994185  x   0.99960695  =   0.99954882
 JX2131
 JX2131|---------------------------------------------------------------------|
 JX2131| PID    Reference Object                     Distance      Geod. Az  |
 JX2131|                                                           dddmmss.s |
 JX2131| CD2229 VOLCANO RM 1                         18.660 METERS 02037     |
 JX2131| CD2230 VOLCANO RM 2                         16.744 METERS 24423     |
 JX2131| CD2228 VOLCANO AZ MK                                      2732544.1 |
 JX2131|---------------------------------------------------------------------|
 JX2131
 JX2131                          SUPERSEDED SURVEY CONTROL
 JX2131
 JX2131  NAD 83(1986)-  39 14 40.12228(N)    081 16 31.09757(W) AD(       ) 1
 JX2131  NAD 27      -  39 14 39.84900(N)    081 16 31.68600(W) AD(       ) 1
 JX2131  NGVD 29 (07/19/86)  404.76   (m)         1328.0    (f) LEVELING    3  
 JX2131
 JX2131.Superseded values are not recommended for survey control.
 JX2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2131.See file dsdata.txt to determine how the superseded data were derived.
 JX2131
 JX2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7624343943(NAD 83)
 JX2131_MARKER: DS = TRIANGULATION STATION DISK
 JX2131_SETTING: 0 = UNSPECIFIED SETTING
 JX2131
 JX2131  HISTORY     - Date     Condition        Report By
 JX2131  HISTORY     - 1944     MONUMENTED       CGS
 JX2131  HISTORY     - 1956     GOOD             CGS
 JX2131
 JX2131                          STATION DESCRIPTION
 JX2131
 JX2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2131'STATION IS LOCATED
 JX2131'ABOUT 4 MILES E OF
 JX2131'THE SMALL VILLAGE OF PLEASANT HILL, 2.5 MILES
 JX2131'SE OF U.S. HIGHWAY 50, ON A PROMINENT
 JX2131'WOODED HILL THAT IS OWNED
 JX2131'BY THE VOLCANO COAL AND OIL COMPANY, AND 4 FEET W OF A
 JX2131'WOODEN
 JX2131'WITNESS POST.  THE DISK IS STAMPED VOLCANO 1944.
 JX2131'
 JX2131'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 JX2131'SET IN CONCRETE.
 JX2131'
 JX2131'REFERENCE MARK 1 IS 68.83 FEET N OF THE STATION, ON THE
 JX2131'SLOPE OF THE HILL,
 JX2131'AND AOUT 6 FEET LOWER IN ELEVATION THAN THE
 JX2131'STATION MARK.  IT IS STAMPED VOLCANO
 JX2131'NO 1 1944 AND PROJECTS
 JX2131'ABOUT 2 INCHES.
 JX2131'
 JX2131'REFERENCE MARK 2 IS 54.67 FEET SW OF THE STATION AND ABOUT
 JX2131'5 FEET LOWER IN
 JX2131'ELEVAION THAN THE STATION MARK.  IT IS STAMPED
 JX2131'VOLCANO NO 2 1944 AND PROJECTS
 JX2131'ABOUT 2 INCHES.
 JX2131'
 JX2131'NO AZIMUTH MARK WAS ESTABLISHED AS A SUITABLE LOCATION COULD
 JX2131'NOT BE FOUND.
 JX2131'
 JX2131'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JX2131'ALTERNATE U.S.
 JX2131'HIGHWAY 21 IN THE CITY OF PARKERSBURG, GO E ON HIGHWAY
 JX2131'50 FOR 15.8 MILES TO A GRAVELED
 JX2131'T-ROAD RIGHT AND A SIGN AND
 JX2131'ARROW VOLCANO 2 MI.  HERE TURN AND GO SE ON
 JX2131'VOLCANO ROAD FOR
 JX2131'1.8 MILES TO A DIRT T-ROAD LEFT AND D.B. SPROUSES MAIL BOX ON
 JX2131'THE LEFT, HERE
 JX2131'TURN LEFT AND GO 0.8 MILE TO AN OLD OIL DERRICK AND AN
 JX2131'UNPAINTED FARMHOUSE ON THE
 JX2131'LEFT, CONTINUE ON FOR 0.05 MILE TO TWO
 JX2131'OLD TOOL SHEADS ON EACH SIDE OF THE ROAD AND
 JX2131'THE END OF THE TRUCK
 JX2131'TRAVEL.  HERE PACK IN A N DIRECTION FOR 200 YARDS TO THE SUMMIT
 JX2131'OF THE HILL
 JX2131'AND STATION.
 JX2131'
 JX2131'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JX2131
 JX2131                          STATION RECOVERY (1956)
 JX2131
 JX2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX2131'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 JX2131'GOOD CONDITION.  A DIFFERENCE WAS
 JX2131'FOUND IN THE DISTANCE TO THE REFERENCE MARKS.  THE DIRECTION TO THE
 JX2131'MARKS CHECKED.  AN AZIMUTH MARK WAS
 JX2131'ESTABLISHED WHICH IS 51 FEET NORTH OF THE APPROXIMATE CENTER
 JX2131'OF GRAVEL ROAD AND 2 FEET SOUTH OF WITNESS POST.
 JX2131'THE MARK PROJECTS ABOUT 4 INCHES AND THE
 JX2131'DISK IS STAMPED VOLCANO 1956.  ORIGINAL DESCRIPTION IS
 JX2131'ADEQUATE EXCEPT FOR SOME CHANGES IN THE
 JX2131'TO-REACH PART OF DESCRIPTION.  TO REACH FROM THE JUNCTION OF U.S.
 JX2131'HIGHWAYS 50 AND ALTERNATE 21 IN THE
 JX2131'EAST EDGE OF PARKERSBURG GO EASTERLY ON U.S. HIGHWAY 50 FOR 15.8
 JX2131'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 JX2131'GO SOUTHEAST ON GRAVEL ROAD FOR 1.15 MILES TO
 JX2131'THE AZIMUTH MARK ON THE LEFT JUST BEFORE REACHING OLD SHACK ON
 JX2131'RIGHT.  CONTINUE FOR 0.7 MILE TO A
 JX2131'SIDE ROAD LEFT AT SMALL WHITE SHELTER HOUSE.  TURN LEFT AND GO 0.3
 JX2131'MILE TO FORKS.  TAKE LEFT FORK AND GO 0.3
 JX2131'MILE TO A HOUSE ON LEFT.  CONTINUE FOR 0.25 MILE TO HOUSE.  BEAR
 JX2131'LEFT ON WOODS ROAD FOR 0.2 MILE TO FORKS.
 JX2131'TURN LEFT FOR ABOUT 30 YARDS TO CLEARED ROAD ON
 JX2131'LEFT.  PACK UP HILL FOR ABOUT 100 YARDS TO STATION.  A FOUR
 JX2131'WHEEL DRIVE CAN BE DRIVEN TO STATION
 JX2131'IN DRY WEATHER.
 JX2131'
 JX2131'1956 OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 JX2131'
 JX2131'A 64 FOOT TOWER IS NECESSARY TO SEE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0847 ***********************************************************************
 JW0847  DESIGNATION -  W 1
 JW0847  PID         -  JW0847
 JW0847  STATE/COUNTY-  WV/BARBOUR
 JW0847  USGS QUAD   -  NESTORVILLE (1976)
 JW0847
 JW0847                         *CURRENT SURVEY CONTROL
 JW0847  ___________________________________________________________________
 JW0847* NAD 83(1986)-  39 14 33.     (N)    079 56 29.     (W)     SCALED    
 JW0847* NAVD 88     -       331.593  (meters)    1087.90   (feet)  ADJUSTED  
 JW0847  ___________________________________________________________________
 JW0847  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JW0847  DYNAMIC HT  -         331.375 (meters)    1087.19  (feet)  COMP
 JW0847  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 JW0847
 JW0847  VERT ORDER  -  FIRST     CLASS II
 JW0847
 JW0847.The horizontal coordinates were scaled from a topographic map and have
 JW0847.an estimated accuracy of +/- 6 seconds.
 JW0847
 JW0847.The orthometric height was determined by differential leveling
 JW0847.and adjusted by the National Geodetic Survey in June 1991..
 JW0847
 JW0847.The geoid height was determined by GEOID03.
 JW0847
 JW0847.The dynamic height is computed by dividing the NAVD 88
 JW0847.geopotential number by the normal gravity value computed on the
 JW0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0847.degrees latitude (g = 980.6199 gals.).
 JW0847
 JW0847.The modeled gravity was interpolated from observed gravity values.
 JW0847
 JW0847;                    North         East    Units  Estimated Accuracy
 JW0847;SPC WV N     -    82,520.      561,900.      MT  (+/- 180 meters Scaled)
 JW0847
 JW0847                          SUPERSEDED SURVEY CONTROL
 JW0847
 JW0847  NGVD 29 (??/??/92)  331.778  (m)         1088.51   (f) ADJ UNCH    1 2
 JW0847
 JW0847.Superseded values are not recommended for survey control.
 JW0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0847.See file dsdata.txt to determine how the superseded data were derived.
 JW0847
 JW0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND913442(NAD 83)
 JW0847_MARKER: DB = BENCH MARK DISK
 JW0847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0847_SP_SET: BRIDGE
 JW0847_STAMPING: W 1 1933
 JW0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0847
 JW0847  HISTORY     - Date     Condition        Report By
 JW0847  HISTORY     - 1933     MONUMENTED       CGS
 JW0847  HISTORY     - 1957     GOOD             NGS
 JW0847
 JW0847                          STATION DESCRIPTION
 JW0847
 JW0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JW0847'11 MI SE FROM GRAFTON.
 JW0847'IN BARBOUR COUNTY, ABOUT 11 MILES SOUTHEAST ALONG THE BALTIMORE
 JW0847'AND OHIO RAILROAD FROM THE STATION AT GRAFTON, TAYLOR COUNTY, AT
 JW0847'COVE RUN, ABOUT 5 RAILS SOUTH OF MILEPOST G 11, ABOUT 75 FEET
 JW0847'SOUTH OF A FRAME HOUSE, ABOUT 50 FEET NORTHEAST OF A WATER TANK,
 JW0847'AT BRIDGE 11 A, IN THE TOP OF THE NORTHWEST END OF THE SOUTHEAST
 JW0847'WING WALL, ABOUT 30 FEET EAST OF THE CENTER LINE OF THE MAIN
 JW0847'TRACK, AND 12 FEET EAST OF THE CENTER LINE OF THE SIDETRACK.  A
 JW0847'STANDARD DISK, STAMPED W 1 1933.  1957 USGS REPORT-- FOUND IN GOOD
 JW0847'CONDITION, HOWEVER, THIS BM IS SUBMERGED PART OF THE TIME IN THE
 JW0847'TYGART RESERVOIR, AND MAY BE REACHED ONLY DURING TIMES OF LOW
 JW0847'WATER LEVEL IN THE RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1502 ***********************************************************************
 HX1502  DESIGNATION -  W 10
 HX1502  PID         -  HX1502
 HX1502  STATE/COUNTY-  WV/BRAXTON
 HX1502  USGS QUAD   -  SUTTON (1976)
 HX1502
 HX1502                         *CURRENT SURVEY CONTROL
 HX1502  ___________________________________________________________________
 HX1502* NAD 83(1986)-  38 44 11.     (N)    080 39 17.     (W)     SCALED    
 HX1502* NAVD 88     -       292.547  (meters)     959.80   (feet)  ADJUSTED  
 HX1502  ___________________________________________________________________
 HX1502  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HX1502  DYNAMIC HT  -         292.350 (meters)     959.15  (feet)  COMP
 HX1502  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 HX1502
 HX1502  VERT ORDER  -  SECOND    CLASS 0
 HX1502
 HX1502.The horizontal coordinates were scaled from a topographic map and have
 HX1502.an estimated accuracy of +/- 6 seconds.
 HX1502
 HX1502.The orthometric height was determined by differential leveling
 HX1502.and adjusted by the National Geodetic Survey in June 1991..
 HX1502
 HX1502.The geoid height was determined by GEOID03.
 HX1502
 HX1502.The dynamic height is computed by dividing the NAVD 88
 HX1502.geopotential number by the normal gravity value computed on the
 HX1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1502.degrees latitude (g = 980.6199 gals.).
 HX1502
 HX1502.The modeled gravity was interpolated from observed gravity values.
 HX1502
 HX1502;                    North         East    Units  Estimated Accuracy
 HX1502;SPC WV S     -   192,780.      630,020.      MT  (+/- 180 meters Scaled)
 HX1502
 HX1502                          SUPERSEDED SURVEY CONTROL
 HX1502
 HX1502  NGVD 29 (??/??/92)  292.738  (m)          960.42   (f) ADJ UNCH    2 0
 HX1502
 HX1502.Superseded values are not recommended for survey control.
 HX1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1502.See file dsdata.txt to determine how the superseded data were derived.
 HX1502
 HX1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC300875(NAD 83)
 HX1502_MARKER: DB = BENCH MARK DISK
 HX1502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1502_SP_SET: CULVERT
 HX1502_STAMPING: W 10 1933
 HX1502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1502
 HX1502  HISTORY     - Date     Condition        Report By
 HX1502  HISTORY     - 1933     MONUMENTED       CGS
 HX1502  HISTORY     - 1962     GOOD             NGS
 HX1502
 HX1502                          STATION DESCRIPTION
 HX1502
 HX1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1502'2.1 MI SW FROM HEATERS.
 HX1502'ABOUT 1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1502'OFFICE AT HEATERS, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG THE
 HX1502'BALTIMORE AND OHIO RAILROAD, SET ON TOP OF THE NORTH END OF THE
 HX1502'EAST HEAD WALL OF A 8-FOOT STONE CULVERT, 2 1/2 FEET SOUTH OF THE
 HX1502'NORTH END OF THE HEAD WALL, 12 FEET EAST OF THE EAST RAIL, AND
 HX1502'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THIS BENCH
 HX1502'MARK CAN ALSO BE REACHED BY GOING ABOUT 1.5 MILES NORTH ALONG
 HX1502'THE BALTIMORE AND OHIO RAILROAD FROM THE STATION AT FLATWOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1244 ***********************************************************************
 JX1244  DESIGNATION -  W 100
 JX1244  PID         -  JX1244
 JX1244  STATE/COUNTY-  WV/WOOD
 JX1244  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1244
 JX1244                         *CURRENT SURVEY CONTROL
 JX1244  ___________________________________________________________________
 JX1244* NAD 83(1986)-  39 10 20.     (N)    081 35 59.     (W)     SCALED    
 JX1244* NAVD 88     -       280.715  (meters)     920.98   (feet)  ADJUSTED  
 JX1244  ___________________________________________________________________
 JX1244  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX1244  DYNAMIC HT  -         280.540 (meters)     920.40  (feet)  COMP
 JX1244  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 JX1244
 JX1244  VERT ORDER  -  SECOND    CLASS 0
 JX1244
 JX1244.The horizontal coordinates were scaled from a topographic map and have
 JX1244.an estimated accuracy of +/- 6 seconds.
 JX1244
 JX1244.The orthometric height was determined by differential leveling
 JX1244.and adjusted by the National Geodetic Survey in June 1991..
 JX1244
 JX1244.The geoid height was determined by GEOID03.
 JX1244
 JX1244.The dynamic height is computed by dividing the NAVD 88
 JX1244.geopotential number by the normal gravity value computed on the
 JX1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1244.degrees latitude (g = 980.6199 gals.).
 JX1244
 JX1244.The modeled gravity was interpolated from observed gravity values.
 JX1244
 JX1244;                    North         East    Units  Estimated Accuracy
 JX1244;SPC WV N     -    76,750.      418,570.      MT  (+/- 180 meters Scaled)
 JX1244
 JX1244                          SUPERSEDED SURVEY CONTROL
 JX1244
 JX1244  NGVD 29 (??/??/92)  280.895  (m)          921.57   (f) ADJ UNCH    2 0
 JX1244
 JX1244.Superseded values are not recommended for survey control.
 JX1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1244.See file dsdata.txt to determine how the superseded data were derived.
 JX1244
 JX1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD481360(NAD 83)
 JX1244_MARKER: DB = BENCH MARK DISK
 JX1244_SETTING: 66 = SET IN ROCK OUTCROP
 JX1244_SP_SET: BED ROCK
 JX1244_STAMPING: W 100 1956
 JX1244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1244+STABILITY: POSITION/ELEVATION WELL
 JX1244
 JX1244  HISTORY     - Date     Condition        Report By
 JX1244  HISTORY     - 1956     MONUMENTED       CGS
 JX1244
 JX1244                          STATION DESCRIPTION
 JX1244
 JX1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1244'4.8 MI SW FROM MINERAL WELLS.
 JX1244'3.25 MILES SOUTHWEST ALONG A GRAVEL RAOD FROM THE SCHOOL AND
 JX1244'JUNCTION OF U.S. HIGHWAY 21 AT ROCKPORT, THENCE ABOUT 1.5 MILES
 JX1244'NORTHWEST AND WEST ALONG A DIRT ROAD, ABOUT 0.5 MILE EAST OF
 JX1244'JUNCTION OF A GRAVEL ROAD, AT A POINT AND NEAR THE WEST END
 JX1244'WHERE THE ROAD PASSES ALONG A VERY NARROW RIDGE, IN THE TOP OF
 JX1244'THE WEST EDGE OF BED ROCK ON TOP OF ROAD AND RIDGE, 7 FEET NORTH
 JX1244'OF CENTER LINE OF ROAD, 92 FEET EAST OF CENTER OF JUNCTION OF A
 JX1244'TRAIL NORTHWEST TO A 2-STORY FRAME HOUSE WHICH IS IN A HOLLOW,
 JX1244'24 1/2 FEET EAST OF A 12-INCH BLACK LOCUST TREE WHICH IS IN FENCE
 JX1244'LINE, 5 FEET SOUTH OF A 7-INCH BLACK LOCUST TREE WHICH IS IN
 JX1244'FENCE LINE AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.  NOTE-- MARK
 JX1244'MAY BE REACHED FROM WADEVILLE, WOOD COUNTY, BY GOING ABOUT 0.25
 JX1244'MILE SOUTHEAST ALONG A GRAVEL ROAD FROM BRIDGE OVER NORTH FORK
 JX1244'OF LEE CREEK, THENCE ABOUT 2.05 MILES NORTHEAST ALONG A DIRT
 JX1244'ROAD, THENCE ABOUT 0.75 MILE NORTHEAST ALONG A GRAVEL ROAD, THENCE
 JX1244'ABOUT 0.5 MILE EAST ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1279 ***********************************************************************
 JX1279  DESIGNATION -  W 101
 JX1279  PID         -  JX1279
 JX1279  STATE/COUNTY-  WV/JACKSON
 JX1279  USGS QUAD   -  POND CREEK (1994)
 JX1279
 JX1279                         *CURRENT SURVEY CONTROL
 JX1279  ___________________________________________________________________
 JX1279* NAD 83(1986)-  39 02 36.     (N)    081 41 08.     (W)     SCALED    
 JX1279* NAVD 88     -       308.321  (meters)    1011.55   (feet)  ADJUSTED  
 JX1279  ___________________________________________________________________
 JX1279  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JX1279  DYNAMIC HT  -         308.126 (meters)    1010.91  (feet)  COMP
 JX1279  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JX1279
 JX1279  VERT ORDER  -  SECOND    CLASS 0
 JX1279
 JX1279.The horizontal coordinates were scaled from a topographic map and have
 JX1279.an estimated accuracy of +/- 6 seconds.
 JX1279
 JX1279.The orthometric height was determined by differential leveling
 JX1279.and adjusted by the National Geodetic Survey in June 1991..
 JX1279
 JX1279.The geoid height was determined by GEOID03.
 JX1279
 JX1279.The dynamic height is computed by dividing the NAVD 88
 JX1279.geopotential number by the normal gravity value computed on the
 JX1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1279.degrees latitude (g = 980.6199 gals.).
 JX1279
 JX1279.The modeled gravity was interpolated from observed gravity values.
 JX1279
 JX1279;                    North         East    Units  Estimated Accuracy
 JX1279;SPC WV S     -   227,020.      540,650.      MT  (+/- 180 meters Scaled)
 JX1279
 JX1279                          SUPERSEDED SURVEY CONTROL
 JX1279
 JX1279  NGVD 29 (??/??/92)  308.492  (m)         1012.11   (f) ADJ UNCH    2 0
 JX1279
 JX1279.Superseded values are not recommended for survey control.
 JX1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1279.See file dsdata.txt to determine how the superseded data were derived.
 JX1279
 JX1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD406218(NAD 83)
 JX1279_MARKER: DB = BENCH MARK DISK
 JX1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1279_STAMPING: W 101 1956
 JX1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1279+STABILITY: SURFACE MOTION
 JX1279
 JX1279  HISTORY     - Date     Condition        Report By
 JX1279  HISTORY     - 1956     MONUMENTED       CGS
 JX1279
 JX1279                          STATION DESCRIPTION
 JX1279
 JX1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1279'10.2 MI SE FROM BELLEVILLE.
 JX1279'2.9 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE BALTIMORE AND OHIO
 JX1279'RAILROAD STATION AT BELLEVILLE TO A POINT 0.7 MILE SOUTH OF
 JX1279'BRIDGE OVER POND CREEK, THENCE ABOUT 0.8 MILE SOUTHEAST, ABOUT
 JX1279'0.1 MILE NORTHEAST, ABOUT 2.15 MILES SOUTHEAST AND EAST ALONG
 JX1279'DIRT ROADS, THENCE ABOUT 0.45 MILE NORTH ALONG A GARVEL ROAD
 JX1279'FOLLOWING LITTLE POND CREEK, THENCE ABOUT 3.75 MILES SOUTHEAST
 JX1279'ALONG A DIRT ROAD FOLLOWING RIDGE BETWEEN LITTLE POND CREEK
 JX1279'AND CABIN FORK, ABOUT 0.3 MILE NORTHWEST OF A DRIVE EAST TO
 JX1279'W.A. KIEFFER FARM HOUSE, ABOUT 0.2 MILE SOUTHEAST OF JUNCTION OF A
 JX1279'ROAD NORTHEAST, 16 FEET NORTHEAST OF CENTER LINE OF ROAD, 18
 JX1279'FEET EAST OF CENTER OF JUNCTION OF ROAD AND A DIM FARM DRIVE NORTH,
 JX1279'17 FEET EAST OF CENTER LINE OF DIM FARM DRIVE NORTH, 8 FEET
 JX1279'NORTH-NORTHWEST OF A 30-INCH TWIN BLACK LOCUST TREE, 2 FEET
 JX1279'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET
 JX1279'BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX1279'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2663 ***********************************************************************
 HX2663  DESIGNATION -  W 102
 HX2663  PID         -  HX2663
 HX2663  STATE/COUNTY-  WV/JACKSON
 HX2663  USGS QUAD   -  SANDYVILLE (1988)
 HX2663
 HX2663                         *CURRENT SURVEY CONTROL
 HX2663  ___________________________________________________________________
 HX2663* NAD 83(1986)-  38 58 58.     (N)    081 38 39.     (W)     SCALED    
 HX2663* NAVD 88     -       207.558  (meters)     680.96   (feet)  ADJUSTED  
 HX2663  ___________________________________________________________________
 HX2663  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 HX2663  DYNAMIC HT  -         207.425 (meters)     680.53  (feet)  COMP
 HX2663  MODELED GRAV-     979,983.0   (mgal)                       NAVD 88
 HX2663
 HX2663  VERT ORDER  -  SECOND    CLASS 0
 HX2663
 HX2663.The horizontal coordinates were scaled from a topographic map and have
 HX2663.an estimated accuracy of +/- 6 seconds.
 HX2663
 HX2663.The orthometric height was determined by differential leveling
 HX2663.and adjusted by the National Geodetic Survey in June 1991..
 HX2663
 HX2663.The geoid height was determined by GEOID03.
 HX2663
 HX2663.The dynamic height is computed by dividing the NAVD 88
 HX2663.geopotential number by the normal gravity value computed on the
 HX2663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2663.degrees latitude (g = 980.6199 gals.).
 HX2663
 HX2663.The modeled gravity was interpolated from observed gravity values.
 HX2663
 HX2663;                    North         East    Units  Estimated Accuracy
 HX2663;SPC WV S     -   220,270.      544,180.      MT  (+/- 180 meters Scaled)
 HX2663
 HX2663                          SUPERSEDED SURVEY CONTROL
 HX2663
 HX2663  NGVD 29 (??/??/92)  207.732  (m)          681.53   (f) ADJ UNCH    2 0
 HX2663
 HX2663.Superseded values are not recommended for survey control.
 HX2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2663.See file dsdata.txt to determine how the superseded data were derived.
 HX2663
 HX2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD442150(NAD 83)
 HX2663_MARKER: DB = BENCH MARK DISK
 HX2663_SETTING: 66 = SET IN ROCK OUTCROP
 HX2663_SP_SET: ROCK LEDGE
 HX2663_STAMPING: W 102 1956
 HX2663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2663+STABILITY: POSITION/ELEVATION WELL
 HX2663
 HX2663  HISTORY     - Date     Condition        Report By
 HX2663  HISTORY     - 1956     MONUMENTED       CGS
 HX2663
 HX2663                          STATION DESCRIPTION
 HX2663
 HX2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2663'2 MI SE FROM CUBA.
 HX2663'ABOUT 0.35 MILE SOUTHWEST ALONG A GRAVEL ROAD LEADING TO SHERMAN
 HX2663'FROM THE SCHOOL AT CUBA, THENCE ABOUT 1.7 MILES EAST AND
 HX2663'SOUTHEAST ALONG A DIRT ROAD, ABOUT 0.1 MILE SOUTHEAST OF A
 HX2663'2-STORY FRAME HOUSE, SET IN THE TOP OF A SANDSTONE LEDGE ABOUT
 HX2663'11 BY 4 FEET, 23 FEET NORTHEAST OF CENTER LINE OF ROAD, ABOUT
 HX2663'10 YARDS NORTHWEST OF CENTER OF A HOLLOW, 37 1/2 FEET SOUTHEAST
 HX2663'OF A FENCE CORNER, 34 FEET EAST-NORTHEAST AND ACROSS ROAD FROM
 HX2663'A LONE 16-INCH MULBERRY TREE, 5 3/4 FEET NORTHEAST OF A FENCE
 HX2663'LINE, 1 FOOT NORTH AND ABOUT 1/2 FOOT ABOVE A 12-INCH TRIANGLE
 HX2663'CHISELED IN SOUTHWEST FACE OF LEDGE, AND ABOUT 6 1/2 FEET ABOVE
 HX2663'LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM BALDERSONS STORE
 HX2663'AT LOCKHART, JACKSON COUNTY, BY GOING ABOUT 0.15 MILE SOUTHWEST
 HX2663'ALONG U.S. HIGHWAY 21, THENCE ABOUT 1.2 MILES NORTHWEST AND
 HX2663'NORTH ALONG A GRAVEL ROAD LEADING TO MEDINA, THENCE ABOUT 0.5
 HX2663'MILE WEST ALONG A DIRT ROAD, THENCE ABOUT 0.45 MILE NORTHWEST
 HX2663'ALONG A DIRT ROAD LEADING TO CUBA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2460 ***********************************************************************
 HX2460  DESIGNATION -  W 103
 HX2460  PID         -  HX2460
 HX2460  STATE/COUNTY-  WV/JACKSON
 HX2460  USGS QUAD   -  RIPLEY (1975)
 HX2460
 HX2460                         *CURRENT SURVEY CONTROL
 HX2460  ___________________________________________________________________
 HX2460* NAD 83(1986)-  38 49 07.     (N)    081 42 41.     (W)     SCALED    
 HX2460* NAVD 88     -       187.647  (meters)     615.64   (feet)  ADJUSTED  
 HX2460  ___________________________________________________________________
 HX2460  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HX2460  DYNAMIC HT  -         187.524 (meters)     615.24  (feet)  COMP
 HX2460  MODELED GRAV-     979,969.0   (mgal)                       NAVD 88
 HX2460
 HX2460  VERT ORDER  -  SECOND    CLASS 0
 HX2460
 HX2460.The horizontal coordinates were scaled from a topographic map and have
 HX2460.an estimated accuracy of +/- 6 seconds.
 HX2460
 HX2460.The orthometric height was determined by differential leveling
 HX2460.and adjusted by the National Geodetic Survey in June 1991..
 HX2460
 HX2460.The geoid height was determined by GEOID03.
 HX2460
 HX2460.The dynamic height is computed by dividing the NAVD 88
 HX2460.geopotential number by the normal gravity value computed on the
 HX2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2460.degrees latitude (g = 980.6199 gals.).
 HX2460
 HX2460.The modeled gravity was interpolated from observed gravity values.
 HX2460
 HX2460;                    North         East    Units  Estimated Accuracy
 HX2460;SPC WV S     -   202,090.      538,220.      MT  (+/- 180 meters Scaled)
 HX2460
 HX2460                          SUPERSEDED SURVEY CONTROL
 HX2460
 HX2460  NGVD 29 (??/??/92)  187.822  (m)          616.21   (f) ADJ UNCH    2 0
 HX2460
 HX2460.Superseded values are not recommended for survey control.
 HX2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2460.See file dsdata.txt to determine how the superseded data were derived.
 HX2460
 HX2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC382968(NAD 83)
 HX2460_MARKER: DB = BENCH MARK DISK
 HX2460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2460_SP_SET: BUILDING
 HX2460_STAMPING: W 103 1956
 HX2460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2460
 HX2460  HISTORY     - Date     Condition        Report By
 HX2460  HISTORY     - 1956     MONUMENTED       CGS
 HX2460
 HX2460                          STATION DESCRIPTION
 HX2460
 HX2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2460'AT RIPLEY.
 HX2460'AT RIPLEY, ALONG MAIN BETWEEN COURT AND CHURCH STREETS, SET
 HX2460'VERTICALLY IN THE NORTH FACE OF POST OFFICE BUILDING, 30 FEET
 HX2460'SOUTH OF SOUTH CURB OF MAIN STREET, 29 FEET WEST OF CENTER LINE
 HX2460'OF MAIN NORTH ENTRANCE TO POST OFFICE, 1 1/2 FEET EAST OF NORTHWEST
 HX2460'CORNER OF BUILDING AND 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0315 ***********************************************************************
 HY0315  DESIGNATION -  W 104
 HY0315  PID         -  HY0315
 HY0315  STATE/COUNTY-  WV/MASON
 HY0315  USGS QUAD   -  CHESHIRE (1989)
 HY0315
 HY0315                         *CURRENT SURVEY CONTROL
 HY0315  ___________________________________________________________________
 HY0315* NAD 83(1986)-  38 54 02.     (N)    082 00 33.     (W)     SCALED    
 HY0315* NAVD 88     -       194.088  (meters)     636.77   (feet)  ADJUSTED  
 HY0315  ___________________________________________________________________
 HY0315  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HY0315  DYNAMIC HT  -         193.965 (meters)     636.37  (feet)  COMP
 HY0315  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 HY0315
 HY0315  VERT ORDER  -  SECOND    CLASS 0
 HY0315
 HY0315.The horizontal coordinates were scaled from a topographic map and have
 HY0315.an estimated accuracy of +/- 6 seconds.
 HY0315
 HY0315.The orthometric height was determined by differential leveling
 HY0315.and adjusted by the National Geodetic Survey in June 1991..
 HY0315
 HY0315.The geoid height was determined by GEOID03.
 HY0315
 HY0315.The dynamic height is computed by dividing the NAVD 88
 HY0315.geopotential number by the normal gravity value computed on the
 HY0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0315.degrees latitude (g = 980.6199 gals.).
 HY0315
 HY0315.The modeled gravity was interpolated from observed gravity values.
 HY0315
 HY0315;                    North         East    Units  Estimated Accuracy
 HY0315;SPC WV S     -   211,430.      512,460.      MT  (+/- 180 meters Scaled)
 HY0315
 HY0315                          SUPERSEDED SURVEY CONTROL
 HY0315
 HY0315  NGVD 29 (??/??/92)  194.282  (m)          637.41   (f) ADJ UNCH    2 0
 HY0315
 HY0315.Superseded values are not recommended for survey control.
 HY0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0315.See file dsdata.txt to determine how the superseded data were derived.
 HY0315
 HY0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD124062(NAD 83)
 HY0315_MARKER: DB = BENCH MARK DISK
 HY0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0315_SP_SET: CULVERT
 HY0315_STAMPING: W 104 1956
 HY0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0315
 HY0315  HISTORY     - Date     Condition        Report By
 HY0315  HISTORY     - 1956     MONUMENTED       CGS
 HY0315  HISTORY     - 1976     GOOD             NGS
 HY0315
 HY0315                          STATION DESCRIPTION
 HY0315
 HY0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0315'4.4 MI N FROM FLATROCK.
 HY0315'4.4 MILES NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF
 HY0315'STATE HIGHWAY 2 AT FLATROCK, ABOUT 0.15 MILE NORTH OF A PROMINENT
 HY0315'EAST-WEST GRAVEL CROSSROAD, IN THE TOP OF THE EAST HEAD WALL OF AN
 HY0315'8-FOOT CONCRETE BOX CULVERT UNDER ROAD, 8 FEET EAST OF CENTER LINE
 HY0315'OF ROAD, 1 FOOT SOUTH OF NORTH END OF HEAD WALL AND ABOUT 1 1/2
 HY0315'FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM LARKIN
 HY0315'STATE HOSPITAL AT LARKIN BY GOING ABOUT 2.05 MILES SOUTH ALONG
 HY0315'STATE HIGHWAY 62, THENCE ABOUT 1.95 MILES SOUTHEAST AND 0.3 MILE
 HY0315'NORTHEAST ALONG BLACK TOP ROADS, THENCE ABOUT 3.55 MILES SOUTHEAST
 HY0315'AND EAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.9 MILE SOUTH ALONG A
 HY0315'GRAVEL ROAD LEADING TO FLATROCK.
 HY0315
 HY0315                          STATION RECOVERY (1976)
 HY0315
 HY0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2494 ***********************************************************************
 HX2494  DESIGNATION -  W 105
 HX2494  PID         -  HX2494
 HX2494  STATE/COUNTY-  WV/JACKSON
 HX2494  USGS QUAD   -  KENTUCK (1975)
 HX2494
 HX2494                         *CURRENT SURVEY CONTROL
 HX2494  ___________________________________________________________________
 HX2494* NAD 83(1986)-  38 43 34.     (N)    081 32 16.     (W)     SCALED    
 HX2494* NAVD 88     -       308.405  (meters)    1011.83   (feet)  ADJUSTED  
 HX2494  ___________________________________________________________________
 HX2494  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HX2494  DYNAMIC HT  -         308.201 (meters)    1011.16  (feet)  COMP
 HX2494  MODELED GRAV-     979,956.9   (mgal)                       NAVD 88
 HX2494
 HX2494  VERT ORDER  -  SECOND    CLASS 0
 HX2494
 HX2494.The horizontal coordinates were scaled from a topographic map and have
 HX2494.an estimated accuracy of +/- 6 seconds.
 HX2494
 HX2494.The orthometric height was determined by differential leveling
 HX2494.and adjusted by the National Geodetic Survey in June 1991..
 HX2494
 HX2494.The geoid height was determined by GEOID03.
 HX2494
 HX2494.The dynamic height is computed by dividing the NAVD 88
 HX2494.geopotential number by the normal gravity value computed on the
 HX2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2494.degrees latitude (g = 980.6199 gals.).
 HX2494
 HX2494.The modeled gravity was interpolated from observed gravity values.
 HX2494
 HX2494;                    North         East    Units  Estimated Accuracy
 HX2494;SPC WV S     -   191,720.      553,240.      MT  (+/- 180 meters Scaled)
 HX2494
 HX2494                          SUPERSEDED SURVEY CONTROL
 HX2494
 HX2494  NGVD 29 (??/??/92)  308.578  (m)         1012.39   (f) ADJ UNCH    2 0
 HX2494
 HX2494.Superseded values are not recommended for survey control.
 HX2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2494.See file dsdata.txt to determine how the superseded data were derived.
 HX2494
 HX2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC532865(NAD 83)
 HX2494_MARKER: DB = BENCH MARK DISK
 HX2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2494_STAMPING: W 105 1956
 HX2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2494+STABILITY: SURFACE MOTION
 HX2494
 HX2494  HISTORY     - Date     Condition        Report By
 HX2494  HISTORY     - 1956     MONUMENTED       CGS
 HX2494
 HX2494                          STATION DESCRIPTION
 HX2494
 HX2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2494'5.4 MI NW FROM HARMONY.
 HX2494'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE
 HX2494'BRIDGE OVER COX FORK AT HARMONY, THENCE ABOUT 5.2 MILES
 HX2494'NORTHWEST ALONG A GRAVEL ROAD LEADING TO STATTS MILLS, ABOUT
 HX2494'6.85 MILES EAST AND SOUTHEAST ALONG GRAVEL ROAD FROM THE POST
 HX2494'OFFICE AT STATTS MILL, ABOUT 0.3 MILE SOUTHEAST OF APLIN METHODIST
 HX2494'CHURCH AND CEMETERY, ABOUT 0.3 MILE NORTHWEST OF A CONCRETE
 HX2494'MARKER POST WHICH IS PROBABLY AT THE JACKSON-ROANE COUNTY LINE,
 HX2494'ABOUT 132 YARDS EAST OF JUNCTION OF A GRAVEL ROAD LEADING
 HX2494'SOUTHWEST, 213 FEET WEST OF CENTER OF JUNCTION OF A ROAD
 HX2494'NORTHEAST INTO BULLY RUN, 27 FEET SOUTH OF CENTER LINE OF ROAD,
 HX2494'2 1/2 FEET NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE
 HX2494'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 HX2494'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2362 ***********************************************************************
 HX2362  DESIGNATION -  W 106
 HX2362  PID         -  HX2362
 HX2362  STATE/COUNTY-  WV/JACKSON
 HX2362  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2362
 HX2362                         *CURRENT SURVEY CONTROL
 HX2362  ___________________________________________________________________
 HX2362* NAD 83(1986)-  38 47 41.     (N)    081 46 17.     (W)     SCALED    
 HX2362* NAVD 88     -       180.133  (meters)     590.99   (feet)  ADJUSTED  
 HX2362  ___________________________________________________________________
 HX2362  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HX2362  DYNAMIC HT  -         180.015 (meters)     590.60  (feet)  COMP
 HX2362  MODELED GRAV-     979,965.0   (mgal)                       NAVD 88
 HX2362
 HX2362  VERT ORDER  -  SECOND    CLASS 0
 HX2362
 HX2362.The horizontal coordinates were scaled from a topographic map and have
 HX2362.an estimated accuracy of +/- 6 seconds.
 HX2362
 HX2362.The orthometric height was determined by differential leveling
 HX2362.and adjusted by the National Geodetic Survey in June 1991..
 HX2362
 HX2362.The geoid height was determined by GEOID03.
 HX2362
 HX2362.The dynamic height is computed by dividing the NAVD 88
 HX2362.geopotential number by the normal gravity value computed on the
 HX2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2362.degrees latitude (g = 980.6199 gals.).
 HX2362
 HX2362.The modeled gravity was interpolated from observed gravity values.
 HX2362
 HX2362;                    North         East    Units  Estimated Accuracy
 HX2362;SPC WV S     -   199,480.      532,990.      MT  (+/- 180 meters Scaled)
 HX2362
 HX2362                          SUPERSEDED SURVEY CONTROL
 HX2362
 HX2362  NGVD 29 (??/??/92)  180.314  (m)          591.58   (f) ADJ UNCH    2 0
 HX2362
 HX2362.Superseded values are not recommended for survey control.
 HX2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2362.See file dsdata.txt to determine how the superseded data were derived.
 HX2362
 HX2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC330942(NAD 83)
 HX2362_MARKER: DB = BENCH MARK DISK
 HX2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2362_STAMPING: W 106 1956
 HX2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2362+STABILITY: SURFACE MOTION
 HX2362
 HX2362  HISTORY     - Date     Condition        Report By
 HX2362  HISTORY     - 1956     MONUMENTED       CGS
 HX2362
 HX2362                          STATION DESCRIPTION
 HX2362
 HX2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2362'2.6 MI S FROM EVANS.
 HX2362'ABOUT 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE JUNCTION
 HX2362'OF U.S. HIGHWAY 33 AT EVANS, THENCE ABOUT 1.9 MILES SOUTHEAST
 HX2362'ALONG A GRAVEL ROAD LEADING TO GIVEN, ABOUT 0.1 MILE NORTHWEST
 HX2362'OF JUNCTION OF A ROAD NORTHEAST, 105 YARDS NORTHWEST OF NORTHWEST
 HX2362'END OF A STEEL BRIDGE OVER A CREEK, 17 FEET NORTHEAST OF CENTER
 HX2362'LINE OF ROAD, 1 FOOT SOUTHWEST OF A FENCE LINE, 26 FEET NORTHWEST
 HX2362'OF A 24-INCH FORKED WALNUT TREE, 103 1/2 FEET NORTH-NORTHWEST
 HX2362'AND ACROSS ROAD FROM POWER POLE NO. MO 41054/810 B 1, 2 FEET
 HX2362'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL
 HX2362'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0793 ***********************************************************************
 HY0793  DESIGNATION -  W 108
 HY0793  PID         -  HY0793
 HY0793  STATE/COUNTY-  WV/WAYNE
 HY0793  USGS QUAD   -  CATLETTSBURG (1985)
 HY0793
 HY0793                         *CURRENT SURVEY CONTROL
 HY0793  ___________________________________________________________________
 HY0793* NAD 83(1986)-  38 22 34.     (N)    082 33 31.     (W)     SCALED    
 HY0793* NAVD 88     -       176.222  (meters)     578.15   (feet)  ADJUSTED  
 HY0793  ___________________________________________________________________
 HY0793  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HY0793  DYNAMIC HT  -         176.101 (meters)     577.76  (feet)  COMP
 HY0793  MODELED GRAV-     979,940.0   (mgal)                       NAVD 88
 HY0793
 HY0793  VERT ORDER  -  FIRST     CLASS II
 HY0793
 HY0793.This mark is at Tri-State/milton J Ferguson Fld Airport (HTS)
 HY0793
 HY0793.The horizontal coordinates were scaled from a topographic map and have
 HY0793.an estimated accuracy of +/- 6 seconds.
 HY0793
 HY0793.The orthometric height was determined by differential leveling
 HY0793.and adjusted by the National Geodetic Survey in June 1991..
 HY0793
 HY0793.The geoid height was determined by GEOID03.
 HY0793
 HY0793.The dynamic height is computed by dividing the NAVD 88
 HY0793.geopotential number by the normal gravity value computed on the
 HY0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0793.degrees latitude (g = 980.6199 gals.).
 HY0793
 HY0793.The modeled gravity was interpolated from observed gravity values.
 HY0793
 HY0793;                    North         East    Units  Estimated Accuracy
 HY0793;SPC WV S     -   153,880.      463,820.      MT  (+/- 180 meters Scaled)
 HY0793
 HY0793                          SUPERSEDED SURVEY CONTROL
 HY0793
 HY0793  NGVD 29 (??/??/92)  176.397  (m)          578.73   (f) ADJ UNCH    1 2
 HY0793
 HY0793.Superseded values are not recommended for survey control.
 HY0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0793.See file dsdata.txt to determine how the superseded data were derived.
 HY0793
 HY0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC638486(NAD 83)
 HY0793_MARKER: DB = BENCH MARK DISK
 HY0793_SETTING: 66 = SET IN ROCK OUTCROP
 HY0793_SP_SET: ROCK CUT
 HY0793_STAMPING: W 108 1956
 HY0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0793+STABILITY: POSITION/ELEVATION WELL
 HY0793
 HY0793  HISTORY     - Date     Condition        Report By
 HY0793  HISTORY     - 1956     MONUMENTED       CGS
 HY0793
 HY0793                          STATION DESCRIPTION
 HY0793
 HY0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0793'1.5 MI SE FROM CEREDO.
 HY0793'ABOUT 1.5 MILES SOUTHEAST ALONG ROADS LEADING TO TRI-STATE AIRPORT
 HY0793'FROM THE JUNCTION OF U.S. HIGHWAY 60 AT CEREDO, 136 YARDS SOUTHEAST
 HY0793'OF JUNCTION OF A BLACK TOP ROAD LEADING EAST, 78 YARDS SOUTHEAST
 HY0793'OF CROSSING OF AIRPORT ROAD AND A RAILROAD TRACK, 25 1/2 FEET
 HY0793'SOUTHWEST OF CENTER LINE OF AIRPORT ROAD, SET VERTICALLY IN THE
 HY0793'NORTHEAST FACE OF A 4 1/2-FOOT HIGH SOLID ROCK IN BOTTOM PART OF
 HY0793'A CUT, 2 YARDS SOUTHEAST OF NORTHWEST END OF ROCK AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0442 ***********************************************************************
 HY0442  DESIGNATION -  W 109
 HY0442  PID         -  HY0442
 HY0442  STATE/COUNTY-  WV/CABELL
 HY0442  USGS QUAD   -  HUNTINGTON (1985)
 HY0442
 HY0442                         *CURRENT SURVEY CONTROL
 HY0442  ___________________________________________________________________
 HY0442* NAD 83(1986)-  38 25 43.     (N)    082 23 00.     (W)     SCALED    
 HY0442* NAVD 88     -       166.215  (meters)     545.32   (feet)  ADJUSTED  
 HY0442  ___________________________________________________________________
 HY0442  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HY0442  DYNAMIC HT  -         166.103 (meters)     544.96  (feet)  COMP
 HY0442  MODELED GRAV-     979,953.3   (mgal)                       NAVD 88
 HY0442
 HY0442  VERT ORDER  -  FIRST     CLASS II
 HY0442
 HY0442.The horizontal coordinates were scaled from a topographic map and have
 HY0442.an estimated accuracy of +/- 6 seconds.
 HY0442
 HY0442.The orthometric height was determined by differential leveling
 HY0442.and adjusted by the National Geodetic Survey in June 1991..
 HY0442.WARNING-Repeat measurements at this control monument indicate possible
 HY0442.vertical movement.
 HY0442
 HY0442.The geoid height was determined by GEOID03.
 HY0442
 HY0442.The dynamic height is computed by dividing the NAVD 88
 HY0442.geopotential number by the normal gravity value computed on the
 HY0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0442.degrees latitude (g = 980.6199 gals.).
 HY0442
 HY0442.The modeled gravity was interpolated from observed gravity values.
 HY0442
 HY0442;                    North         East    Units  Estimated Accuracy
 HY0442;SPC WV S     -   159,460.      479,220.      MT  (+/- 180 meters Scaled)
 HY0442
 HY0442                          SUPERSEDED SURVEY CONTROL
 HY0442
 HY0442  NGVD 29 (??/??/92)  166.405  (m)          545.95   (f) ADJ UNCH    1 2
 HY0442
 HY0442.Superseded values are not recommended for survey control.
 HY0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0442.See file dsdata.txt to determine how the superseded data were derived.
 HY0442
 HY0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC792542(NAD 83)
 HY0442_MARKER: DB = BENCH MARK DISK
 HY0442_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HY0442_STAMPING: W 109 1956
 HY0442_MARK LOGO: CGS   
 HY0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0442+STABILITY: SURFACE MOTION
 HY0442
 HY0442  HISTORY     - Date     Condition        Report By
 HY0442  HISTORY     - 1956     MONUMENTED       CGS
 HY0442  HISTORY     - 1984     GOOD             NGS
 HY0442
 HY0442                          STATION DESCRIPTION
 HY0442
 HY0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0442'AT GUYANDOT.
 HY0442'AT GUYANDOT, ABOUT 0.4 MILE EAST ALONG THIRD AVENUE (STATE
 HY0442'HIGHWAY 2) FROM THE POST OFFICE, ALONG 3RD AVENUE BETWEEN SHORT
 HY0442'AND STAUNTON STREETS, 109 FEET SOUTH OF CENTER LINE OF THIRD
 HY0442'AVENUE, 11 1/2 FEET EAST OF CENTER LINE OF A BRICK SURFACED
 HY0442'ALLEY, SET VERTICALLY IN THE NORTH FACE OF CONCRETE FOUNDATION
 HY0442'OF ENGINE ROOM OF GUYAN CREAMERY COMPANY, 2.7 FEET EAST OF
 HY0442'NORTHWEST CORNER OF ENGINE ROOM AND 1 FOOT ABOVE GROUND.
 HY0442
 HY0442                          STATION RECOVERY (1984)
 HY0442
 HY0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0442'RECOVERED IN GOOD CONDITION, THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 HY0442'THE BUILDING IS NOW ABANDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1923 ***********************************************************************
 HX1923  DESIGNATION -  W 11
 HX1923  PID         -  HX1923
 HX1923  STATE/COUNTY-  WV/CLAY
 HX1923  USGS QUAD   -  CLAY (1976)
 HX1923
 HX1923                         *CURRENT SURVEY CONTROL
 HX1923  ___________________________________________________________________
 HX1923* NAD 83(1986)-  38 29 30.     (N)    081 04 09.     (W)     SCALED    
 HX1923* NAVD 88     -       226.255  (meters)     742.30   (feet)  ADJUSTED  
 HX1923  ___________________________________________________________________
 HX1923  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HX1923  DYNAMIC HT  -         226.101 (meters)     741.80  (feet)  COMP
 HX1923  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 HX1923
 HX1923  VERT ORDER  -  SECOND    CLASS 0
 HX1923
 HX1923.The horizontal coordinates were scaled from a topographic map and have
 HX1923.an estimated accuracy of +/- 6 seconds.
 HX1923
 HX1923.The orthometric height was determined by differential leveling
 HX1923.and adjusted by the National Geodetic Survey in June 1991..
 HX1923
 HX1923.The geoid height was determined by GEOID03.
 HX1923
 HX1923.The dynamic height is computed by dividing the NAVD 88
 HX1923.geopotential number by the normal gravity value computed on the
 HX1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1923.degrees latitude (g = 980.6199 gals.).
 HX1923
 HX1923.The modeled gravity was interpolated from observed gravity values.
 HX1923
 HX1923;                    North         East    Units  Estimated Accuracy
 HX1923;SPC WV S     -   165,560.      593,970.      MT  (+/- 180 meters Scaled)
 HX1923
 HX1923                          SUPERSEDED SURVEY CONTROL
 HX1923
 HX1923  NGVD 29 (??/??/92)  226.438  (m)          742.91   (f) ADJ UNCH    2 0
 HX1923
 HX1923.Superseded values are not recommended for survey control.
 HX1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1923.See file dsdata.txt to determine how the superseded data were derived.
 HX1923
 HX1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC939603(NAD 83)
 HX1923_MARKER: DB = BENCH MARK DISK
 HX1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1923_STAMPING: W 11 1933
 HX1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1923+STABILITY: SURFACE MOTION
 HX1923
 HX1923  HISTORY     - Date     Condition        Report By
 HX1923  HISTORY     - 1933     MONUMENTED       CGS
 HX1923
 HX1923                          STATION DESCRIPTION
 HX1923
 HX1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1923'AT SPREAD.
 HX1923'AT SPREAD, CLAY COUNTY, ON THE BALTIMORE AND OHIO RAILROAD, IN THE
 HX1923'TOP OF THE MOST SOUTHERLY OF 5 CONCRETE POSTS, ABOUT 25 YARDS
 HX1923'EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 10 FEET HIGHER THAN
 HX1923'THE TRACK.  A STANDARD DISK, STAMPED W 11 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0305 ***********************************************************************
 HY0305  DESIGNATION -  W 110
 HY0305  PID         -  HY0305
 HY0305  STATE/COUNTY-  WV/MASON
 HY0305  USGS QUAD   -  BEECH HILL (1975)
 HY0305
 HY0305                         *CURRENT SURVEY CONTROL
 HY0305  ___________________________________________________________________
 HY0305* NAD 83(1986)-  38 48 05.     (N)    082 01 14.     (W)     SCALED    
 HY0305* NAVD 88     -       185.803  (meters)     609.59   (feet)  ADJUSTED  
 HY0305  ___________________________________________________________________
 HY0305  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HY0305  DYNAMIC HT  -         185.684 (meters)     609.20  (feet)  COMP
 HY0305  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 HY0305
 HY0305  VERT ORDER  -  SECOND    CLASS 0
 HY0305
 HY0305.The horizontal coordinates were scaled from a topographic map and have
 HY0305.an estimated accuracy of +/- 6 seconds.
 HY0305
 HY0305.The orthometric height was determined by differential leveling
 HY0305.and adjusted by the National Geodetic Survey in June 1991..
 HY0305
 HY0305.The geoid height was determined by GEOID03.
 HY0305
 HY0305.The dynamic height is computed by dividing the NAVD 88
 HY0305.geopotential number by the normal gravity value computed on the
 HY0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0305.degrees latitude (g = 980.6199 gals.).
 HY0305
 HY0305.The modeled gravity was interpolated from observed gravity values.
 HY0305
 HY0305;                    North         East    Units  Estimated Accuracy
 HY0305;SPC WV S     -   200,430.      511,350.      MT  (+/- 180 meters Scaled)
 HY0305
 HY0305                          SUPERSEDED SURVEY CONTROL
 HY0305
 HY0305  NGVD 29 (??/??/92)  185.998  (m)          610.23   (f) ADJ UNCH    2 0
 HY0305
 HY0305.Superseded values are not recommended for survey control.
 HY0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0305.See file dsdata.txt to determine how the superseded data were derived.
 HY0305
 HY0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC113952(NAD 83)
 HY0305_MARKER: DB = BENCH MARK DISK
 HY0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0305_STAMPING: W 110 1956
 HY0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0305+STABILITY: SURFACE MOTION
 HY0305
 HY0305  HISTORY     - Date     Condition        Report By
 HY0305  HISTORY     - 1956     MONUMENTED       CGS
 HY0305
 HY0305                          STATION DESCRIPTION
 HY0305
 HY0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0305'2 MI E FROM BRIGHTON.
 HY0305'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE METHODIST
 HY0305'CHURCH AND CEMETERY AT BRIGHTON, THENCE ABOUT 0.95 MILE NORTH ALONG
 HY0305'A GRAVEL ROAD, ABOUT 0.3 MILE NORTH OF EIGHT MILE SCHOOL, 22
 HY0305'FEET WEST-SOUTHWEST OF CENTER LINE OF ROAD, 58 FEET SOUTH-SOUTHWEST
 HY0305'AND ACROSS ROAD FROM THE SOUTHWEST CORNER OF A BARN, 44 FEET
 HY0305'EAST-SOUTHEAST OF SOUTHEAST CORNER OF A TWO-STORY YELLOW FRAME
 HY0305'HOUSE, 43 FEET EAST OF A WELL WITH PUMP, 23 FEET WEST OF
 HY0305'SOUTHWEST END OF A 30-INCH METAL PIPE CULVERT UNDER ROAD, 1 FOOT
 HY0305'EAST-NORTHEAST OF A FENCE LINE, ABOUT 2 1/2 FEET ABOVE LEVEL OF
 HY0305'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0465 ***********************************************************************
 HY0465  DESIGNATION -  W 111
 HY0465  PID         -  HY0465
 HY0465  STATE/COUNTY-  WV/CABELL
 HY0465  USGS QUAD   -  HUNTINGTON (1985)
 HY0465
 HY0465                         *CURRENT SURVEY CONTROL
 HY0465  ___________________________________________________________________
 HY0465* NAD 83(1986)-  38 24 31.     (N)    082 29 14.     (W)     SCALED    
 HY0465* NAVD 88     -       166.856  (meters)     547.43   (feet)  ADJUSTED  
 HY0465  ___________________________________________________________________
 HY0465  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HY0465  DYNAMIC HT  -         166.743 (meters)     547.06  (feet)  COMP
 HY0465  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 HY0465
 HY0465  VERT ORDER  -  FIRST     CLASS II
 HY0465
 HY0465.The horizontal coordinates were scaled from a topographic map and have
 HY0465.an estimated accuracy of +/- 6 seconds.
 HY0465
 HY0465.The orthometric height was determined by differential leveling
 HY0465.and adjusted by the National Geodetic Survey in June 1991..
 HY0465
 HY0465.The geoid height was determined by GEOID03.
 HY0465
 HY0465.The dynamic height is computed by dividing the NAVD 88
 HY0465.geopotential number by the normal gravity value computed on the
 HY0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0465.degrees latitude (g = 980.6199 gals.).
 HY0465
 HY0465.The modeled gravity was interpolated from observed gravity values.
 HY0465
 HY0465;                    North         East    Units  Estimated Accuracy
 HY0465;SPC WV S     -   157,380.      470,120.      MT  (+/- 180 meters Scaled)
 HY0465
 HY0465                          SUPERSEDED SURVEY CONTROL
 HY0465
 HY0465  NGVD 29 (??/??/92)  167.033  (m)          548.01   (f) ADJ UNCH    1 2
 HY0465
 HY0465.Superseded values are not recommended for survey control.
 HY0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0465.See file dsdata.txt to determine how the superseded data were derived.
 HY0465
 HY0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC701522(NAD 83)
 HY0465_MARKER: DB = BENCH MARK DISK
 HY0465_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HY0465_SP_SET: 40 FEET
 HY0465_STAMPING: W 111 1956
 HY0465_MARK LOGO: CGS   
 HY0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY0465+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 HY0465
 HY0465  HISTORY     - Date     Condition        Report By
 HY0465  HISTORY     - 1956     MONUMENTED       CGS
 HY0465  HISTORY     - 1984     GOOD             NGS
 HY0465  HISTORY     - 20030501 GOOD             INDIV
 HY0465
 HY0465                          STATION DESCRIPTION
 HY0465
 HY0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0465'AT HUNTINGTON.
 HY0465'AT HUNTINGTON, AT INTERSECTION OF FIFTH AVENUE AND 19TH STREET
 HY0465'WEST, 49 FEET SOUTH AND ACROSS FIFTH AVENUE FROM THE SOUTH RAIL
 HY0465'OF THE BALTIMORE AND OHIO RAILROAD, 86 FEET NORTHEAST OF NORTHEAST
 HY0465'CORNER OF NEW ADDITION OF JEFFERSON SCHOOL BUILDING, 76 FEET
 HY0465'NORTH-NORTHEAST OF NORTHEAST CORNER OF OLD PORTION OF SCHOOL,
 HY0465'18 1/2 FEET WEST OF WEST CURB LINE OF 19TH STREET WEST, 5 FEET
 HY0465'SOUTH OF SOUTH CURB LINE OF FIFTH AVENUE, 2 FEET NORTH OF
 HY0465'NORTHEAST CORNER OF STEEL FENCE AROUND SCHOOL, ABOUT 1 1/2 FEET
 HY0465'ABOVE LEVEL OF TRACK AND IS A DISK ON COPPER COATED STEEL ROD
 HY0465'ABOUT 1 INCH UNDERGROUND PROJECTED BY A 4-INCH TILE WHICH
 HY0465'PROJECTS 1 1/2-INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A
 HY0465'DEPTH OF 40 FEET.
 HY0465
 HY0465                          STATION RECOVERY (1984)
 HY0465
 HY0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0465'RECOVERED IN GOOD CONDITION.
 HY0465
 HY0465                          STATION RECOVERY (2003)
 HY0465
 HY0465'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JDB)
 HY0465'BALTIMORE AND OHIO RAILROAD TRACKS HAVE BEEN REMOVED. JEFFERSON SCHOOL
 HY0465'IS NOW CLOSED. DESCRIPTION OTHERWISE UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2432 ***********************************************************************
 HX2432  DESIGNATION -  W 112
 HX2432  PID         -  HX2432
 HX2432  STATE/COUNTY-  WV/PUTNAM
 HX2432  USGS QUAD   -  ELMWOOD (1975)
 HX2432
 HX2432                         *CURRENT SURVEY CONTROL
 HX2432  ___________________________________________________________________
 HX2432* NAD 83(1986)-  38 40 06.     (N)    081 52 21.     (W)     SCALED    
 HX2432* NAVD 88     -       320.921  (meters)    1052.89   (feet)  ADJUSTED  
 HX2432  ___________________________________________________________________
 HX2432  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HX2432  DYNAMIC HT  -         320.710 (meters)    1052.20  (feet)  COMP
 HX2432  MODELED GRAV-     979,960.5   (mgal)                       NAVD 88
 HX2432
 HX2432  VERT ORDER  -  SECOND    CLASS 0
 HX2432
 HX2432.The horizontal coordinates were scaled from a topographic map and have
 HX2432.an estimated accuracy of +/- 6 seconds.
 HX2432
 HX2432.The orthometric height was determined by differential leveling
 HX2432.and adjusted by the National Geodetic Survey in June 1991..
 HX2432
 HX2432.The geoid height was determined by GEOID03.
 HX2432
 HX2432.The dynamic height is computed by dividing the NAVD 88
 HX2432.geopotential number by the normal gravity value computed on the
 HX2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2432.degrees latitude (g = 980.6199 gals.).
 HX2432
 HX2432.The modeled gravity was interpolated from observed gravity values.
 HX2432
 HX2432;                    North         East    Units  Estimated Accuracy
 HX2432;SPC WV S     -   185,530.      524,070.      MT  (+/- 180 meters Scaled)
 HX2432
 HX2432                          SUPERSEDED SURVEY CONTROL
 HX2432
 HX2432  NGVD 29 (??/??/92)  321.118  (m)         1053.53   (f) ADJ UNCH    2 0
 HX2432
 HX2432.Superseded values are not recommended for survey control.
 HX2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2432.See file dsdata.txt to determine how the superseded data were derived.
 HX2432
 HX2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC240803(NAD 83)
 HX2432_MARKER: DB = BENCH MARK DISK
 HX2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2432_STAMPING: W 112 1956
 HX2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2432+STABILITY: SURFACE MOTION
 HX2432
 HX2432  HISTORY     - Date     Condition        Report By
 HX2432  HISTORY     - 1956     MONUMENTED       CGS
 HX2432
 HX2432                          STATION DESCRIPTION
 HX2432
 HX2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2432'6.8 MI E FROM ROBERTSBURG.
 HX2432'ABOUT 6.75 MILES EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 HX2432'HIGHWAY 35 AND NORTH END OF HIGHWAY BRIDGE OVER EIGHTEENMILE
 HX2432'CREEK AT ROBERTSBURG, ABOUT 0.2 MILE WEST OF JUNCTION OF A GRAVEL
 HX2432'ROAD NORTH, AT THE JUNCTION OF A DIRT ROAD WEST, NEAR THE WEST
 HX2432'END OF AN EAST-WEST TANGENT IN ROAD (ABOUT 0.25 MILE LONG)
 HX2432'WHICH IS JUST NORTH OF THE MASON-PUTNAM COUNTY LINE, 42 FEET WEST
 HX2432'OF CENTER LINE OF GRAVEL ROAD, 51 FEET WEST-SOUTHWEST OF CENTER
 HX2432'OF JUNCTION OF DIRT ROAD WEST, 26 FEET SOUTH OF CENTER LINE OF
 HX2432'DIRT ROAD WEST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 HX2432'2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 HX2432'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2401 ***********************************************************************
 HX2401  DESIGNATION -  W 113
 HX2401  PID         -  HX2401
 HX2401  STATE/COUNTY-  WV/PUTNAM
 HX2401  USGS QUAD   -  BANCROFT (1975)
 HX2401
 HX2401                         *CURRENT SURVEY CONTROL
 HX2401  ___________________________________________________________________
 HX2401* NAD 83(1986)-  38 33 41.     (N)    081 52 06.     (W)     SCALED    
 HX2401* NAVD 88     -       298.849  (meters)     980.47   (feet)  ADJUSTED  
 HX2401  ___________________________________________________________________
 HX2401  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HX2401  DYNAMIC HT  -         298.648 (meters)     979.81  (feet)  COMP
 HX2401  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 HX2401
 HX2401  VERT ORDER  -  SECOND    CLASS 0
 HX2401
 HX2401.The horizontal coordinates were scaled from a topographic map and have
 HX2401.an estimated accuracy of +/- 6 seconds.
 HX2401
 HX2401.The orthometric height was determined by differential leveling
 HX2401.and adjusted by the National Geodetic Survey in June 1991..
 HX2401
 HX2401.The geoid height was determined by GEOID03.
 HX2401
 HX2401.The dynamic height is computed by dividing the NAVD 88
 HX2401.geopotential number by the normal gravity value computed on the
 HX2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2401.degrees latitude (g = 980.6199 gals.).
 HX2401
 HX2401.The modeled gravity was interpolated from observed gravity values.
 HX2401
 HX2401;                    North         East    Units  Estimated Accuracy
 HX2401;SPC WV S     -   173,650.      524,320.      MT  (+/- 180 meters Scaled)
 HX2401
 HX2401                          SUPERSEDED SURVEY CONTROL
 HX2401
 HX2401  NGVD 29 (??/??/92)  299.046  (m)          981.12   (f) ADJ UNCH    2 0
 HX2401
 HX2401.Superseded values are not recommended for survey control.
 HX2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2401.See file dsdata.txt to determine how the superseded data were derived.
 HX2401
 HX2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC243684(NAD 83)
 HX2401_MARKER: DB = BENCH MARK DISK
 HX2401_SETTING: 66 = SET IN ROCK OUTCROP
 HX2401_SP_SET: ROCK LEDGE
 HX2401_STAMPING: W 113 1956
 HX2401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2401+STABILITY: POSITION/ELEVATION WELL
 HX2401
 HX2401  HISTORY     - Date     Condition        Report By
 HX2401  HISTORY     - 1956     MONUMENTED       CGS
 HX2401
 HX2401                          STATION DESCRIPTION
 HX2401
 HX2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2401'2.4 MI NE FROM RED HOUSE.
 HX2401'ABOUT 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 HX2401'OF U.S. HIGHWAY 35 AT RED HOUSE, ABOUT 0.35 MILE NORTHEAST OF
 HX2401'LONE OAK CHURCH OF GOD, SET VERTICALLY IN FACE OF AN OUTCROPPING
 HX2401'ROCK LEDGE ABOUT 7 BY 2 FEET IN A CUT, 20 3/4 FEET WEST OF CENTER
 HX2401'LINE OF HIGHWAY, 150 FEET NORTH OF SOUTH END OF CUT, 208 FEET
 HX2401'SOUTH-SOUTHWEST OF CENTER LINE OF HIGHWAY, 150 FEET NORTH OF
 HX2401'SOUTH END OF CUT, 208 FEET SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF
 HX2401'A NARROW ROAD LEADING WEST, 351 FEET NORTH OF POWER POLE NO.
 HX2401'1906 A 10/M041224 WITH A TRANSFORMER AND A BRANCH LINE WEST TO
 HX2401'A HILL TOP HOUSE, 178 FEET NORTH-NORTHWEST AND ACROSS HIGHWAY
 HX2401'FROM POWER POLE NO. 1096 A 12 WITH A BRANCH LINE LEADING
 HX2401'EAST-SOUTHEAST, AND ABOUIT 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2596 ***********************************************************************
 HX2596  DESIGNATION -  W 114
 HX2596  PID         -  HX2596
 HX2596  STATE/COUNTY-  WV/MASON
 HX2596  USGS QUAD   -  ROBERTSBURG (1987)
 HX2596
 HX2596                         *CURRENT SURVEY CONTROL
 HX2596  ___________________________________________________________________
 HX2596* NAD 83(1986)-  38 42 16.     (N)    081 59 43.     (W)     SCALED    
 HX2596* NAVD 88     -       178.625  (meters)     586.04   (feet)  ADJUSTED  
 HX2596  ___________________________________________________________________
 HX2596  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HX2596  DYNAMIC HT  -         178.509 (meters)     585.66  (feet)  COMP
 HX2596  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 HX2596
 HX2596  VERT ORDER  -  SECOND    CLASS 0
 HX2596
 HX2596.The horizontal coordinates were scaled from a topographic map and have
 HX2596.an estimated accuracy of +/- 6 seconds.
 HX2596
 HX2596.The orthometric height was determined by differential leveling
 HX2596.and adjusted by the National Geodetic Survey in June 1991..
 HX2596
 HX2596.The geoid height was determined by GEOID03.
 HX2596
 HX2596.The dynamic height is computed by dividing the NAVD 88
 HX2596.geopotential number by the normal gravity value computed on the
 HX2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2596.degrees latitude (g = 980.6199 gals.).
 HX2596
 HX2596.The modeled gravity was interpolated from observed gravity values.
 HX2596
 HX2596;                    North         East    Units  Estimated Accuracy
 HX2596;SPC WV S     -   189,640.      513,430.      MT  (+/- 180 meters Scaled)
 HX2596
 HX2596                          SUPERSEDED SURVEY CONTROL
 HX2596
 HX2596  NGVD 29 (??/??/92)  178.821  (m)          586.68   (f) ADJ UNCH    2 0
 HX2596
 HX2596.Superseded values are not recommended for survey control.
 HX2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2596.See file dsdata.txt to determine how the superseded data were derived.
 HX2596
 HX2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC134844(NAD 83)
 HX2596_MARKER: DB = BENCH MARK DISK
 HX2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2596_STAMPING: W 114 1956
 HX2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2596+STABILITY: SURFACE MOTION
 HX2596
 HX2596  HISTORY     - Date     Condition        Report By
 HX2596  HISTORY     - 1956     MONUMENTED       CGS
 HX2596
 HX2596                          STATION DESCRIPTION
 HX2596
 HX2596'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2596'2 MI W FROM SOUTHSIDE.
 HX2596'ABOUT 2.05 MILES WEST ALONG A GRAVEL ROAD FROM HARMONY BAPTIST
 HX2596'CHURCH AND INTERSECTION OF STATE HIGHWAY 17 AT SOUTHSIDE, ABOUT
 HX2596'0.1 MILE SOUTHWEST OF A SMALL ABANDONED FRAME SCHOOL BUILDING,
 HX2596'ABOUT 0.45 MILE SOUTHWEST OF JUNCTION OF ROAD NORTHWEST, AT
 HX2596'THE JUNCTION OF A ROAD SOUTHEAST, 15 FEET SOUTHEAST OF CENTER
 HX2596'LINE OF ROAD, 21 FEET EAST OF CENTER OF JUNCTION, 18 FEET
 HX2596'NORTHEAST OF CENTER LINE OF ROAD SOUTHEAST, 16 FEET NORTH OF
 HX2596'NORTHEAST END OF AN 18-INCH CONCRETE PIPE CULVERT UNDER ROAD
 HX2596'SOUTHEAST, 2 1/2 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT
 HX2596'NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN
 HX2596'WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD AND SET
 HX2596'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0786 ***********************************************************************
 HY0786  DESIGNATION -  W 117
 HY0786  PID         -  HY0786
 HY0786  STATE/COUNTY-  WV/WAYNE
 HY0786  USGS QUAD   -  HUNTINGTON (1985)
 HY0786
 HY0786                         *CURRENT SURVEY CONTROL
 HY0786  ___________________________________________________________________
 HY0786* NAD 83(1986)-  38 24 02.     (N)    082 29 44.     (W)     SCALED    
 HY0786* NAVD 88     -       171.304  (meters)     562.02   (feet)  ADJUSTED  
 HY0786  ___________________________________________________________________
 HY0786  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HY0786  DYNAMIC HT  -         171.188 (meters)     561.64  (feet)  COMP
 HY0786  MODELED GRAV-     979,950.2   (mgal)                       NAVD 88
 HY0786
 HY0786  VERT ORDER  -  FIRST     CLASS II
 HY0786
 HY0786.The horizontal coordinates were scaled from a topographic map and have
 HY0786.an estimated accuracy of +/- 6 seconds.
 HY0786
 HY0786.The orthometric height was determined by differential leveling
 HY0786.and adjusted by the National Geodetic Survey in June 1991..
 HY0786
 HY0786.The geoid height was determined by GEOID03.
 HY0786
 HY0786.The dynamic height is computed by dividing the NAVD 88
 HY0786.geopotential number by the normal gravity value computed on the
 HY0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0786.degrees latitude (g = 980.6199 gals.).
 HY0786
 HY0786.The modeled gravity was interpolated from observed gravity values.
 HY0786
 HY0786;                    North         East    Units  Estimated Accuracy
 HY0786;SPC WV S     -   156,500.      469,370.      MT  (+/- 180 meters Scaled)
 HY0786
 HY0786                          SUPERSEDED SURVEY CONTROL
 HY0786
 HY0786  NGVD 29 (??/??/92)  171.482  (m)          562.60   (f) ADJ UNCH    1 2
 HY0786
 HY0786.Superseded values are not recommended for survey control.
 HY0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0786.See file dsdata.txt to determine how the superseded data were derived.
 HY0786
 HY0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC694513(NAD 83)
 HY0786_MARKER: DB = BENCH MARK DISK
 HY0786_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HY0786+WITH SETTING: PAVEMENT
 HY0786_STAMPING: W 117 1956
 HY0786_MARK LOGO: CGS   
 HY0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0786+STABILITY: SURFACE MOTION
 HY0786
 HY0786  HISTORY     - Date     Condition        Report By
 HY0786  HISTORY     - 1956     MONUMENTED       CGS
 HY0786  HISTORY     - 1984     GOOD             NGS
 HY0786
 HY0786                          STATION DESCRIPTION
 HY0786
 HY0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0786'AT HUNTINGTON.
 HY0786'AT HUNTINGTON, IN THE WEST PART OF TOWN, ABOUT 0.3 MILE SOUTH
 HY0786'ALONG CAMDEN ROAD FROM THE JUNCTON OF U.S. HIGHWAY 60, THENCE
 HY0786'ABOUT 0.35 MILE EAST ALONG PARK AVENUE, AT WSAZ RADIO TOWERS,
 HY0786'ABOUT 0.55 MILE SOUTHEAST OF WESTMOORE FIRE STATION NO. 8, SET
 HY0786'VERTICALLY 2.2 FEET ABOVE GROUND IN THE EAST FACE OF 10-FOOT
 HY0786'HIGH CONCRETE BASE OF THE NORTHEAST TOWER OF FOUR (THE NEAREST
 HY0786'TOWER TO OPERATIONS BUILDING).  NOTE-- THE TOWERS ARE ALL
 HY0786'240-FEET HIGH (STEEL) AND ARE ON 10-FOOT HIGH CONCRETE BASES
 HY0786'ACCORDING TO ADMINISTRATIVE OFFICER.
 HY0786
 HY0786                          STATION RECOVERY (1984)
 HY0786
 HY0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0035 ***********************************************************************
 HY0035  DESIGNATION -  W 118
 HY0035  PID         -  HY0035
 HY0035  STATE/COUNTY-  WV/MASON
 HY0035  USGS QUAD   -  GLENWOOD (1990)
 HY0035
 HY0035                         *CURRENT SURVEY CONTROL
 HY0035  ___________________________________________________________________
 HY0035* NAD 83(1986)-  38 35 53.     (N)    082 10 31.     (W)     SCALED    
 HY0035* NAVD 88     -       173.413  (meters)     568.94   (feet)  ADJUSTED  
 HY0035  ___________________________________________________________________
 HY0035  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HY0035  DYNAMIC HT  -         173.299 (meters)     568.57  (feet)  COMP
 HY0035  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 HY0035
 HY0035  VERT ORDER  -  FIRST     CLASS II
 HY0035
 HY0035.The horizontal coordinates were scaled from a topographic map and have
 HY0035.an estimated accuracy of +/- 6 seconds.
 HY0035
 HY0035.The orthometric height was determined by differential leveling
 HY0035.and adjusted by the National Geodetic Survey in June 1991..
 HY0035
 HY0035.The geoid height was determined by GEOID03.
 HY0035
 HY0035.The dynamic height is computed by dividing the NAVD 88
 HY0035.geopotential number by the normal gravity value computed on the
 HY0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0035.degrees latitude (g = 980.6199 gals.).
 HY0035
 HY0035.The modeled gravity was interpolated from observed gravity values.
 HY0035
 HY0035;                    North         East    Units  Estimated Accuracy
 HY0035;SPC WV S     -   178,020.      497,620.      MT  (+/- 180 meters Scaled)
 HY0035
 HY0035                          SUPERSEDED SURVEY CONTROL
 HY0035
 HY0035  NGVD 29 (??/??/92)  173.603  (m)          569.56   (f) ADJ UNCH    1 2
 HY0035
 HY0035.Superseded values are not recommended for survey control.
 HY0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0035.See file dsdata.txt to determine how the superseded data were derived.
 HY0035
 HY0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC976728(NAD 83)
 HY0035_MARKER: DB = BENCH MARK DISK
 HY0035_SETTING: 66 = SET IN ROCK OUTCROP
 HY0035_SP_SET: ROCK OUCROP
 HY0035_STAMPING: W 118 1956
 HY0035_MARK LOGO: CGS   
 HY0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0035+STABILITY: POSITION/ELEVATION WELL
 HY0035
 HY0035  HISTORY     - Date     Condition        Report By
 HY0035  HISTORY     - 1956     MONUMENTED       CGS
 HY0035  HISTORY     - 1976     GOOD             NGS
 HY0035  HISTORY     - 1984     GOOD             NGS
 HY0035
 HY0035                          STATION DESCRIPTION
 HY0035
 HY0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0035'1.8 MI S FROM ASHTON.
 HY0035'ABOUT 1.85 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0035'THE CROSSING OF STATE HIGHWAY 2 AT ASHTON, ABOUT 0.8 MILE NORTHEAST
 HY0035'OF GRAVEL ROAD CROSSING AT GLENWOOD, IN THE TOP OF A TRIANGULAR
 HY0035'SHAPED ROCK OUTCROP WITH THE NORTHWEST PART EXPOSED ABOUT 3 FEET,
 HY0035'39 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, 70 FEET SOUTH-SOUTHEAST
 HY0035'AND ACROSS TRACK FROM TELEPHONE POLE NO. 191+33, 63 FEET
 HY0035'EAST-NORTHEAST OF SOUTHEAST END OF A 12-INCH IRON PIPE CULVERT
 HY0035'UNDER TRACK, 25 FEET NORTHEAST OF AN 8-INCH WALNUT TREE, 18 FEET
 HY0035'WEST OF AN 8-INCH WALNUT TREE, 13 FEET SOUTHEAST OF A FENCE LINE,
 HY0035'AND ABOUT 8 1/2 FEET ABOVE LEVEL OF TRACK.
 HY0035
 HY0035                          STATION RECOVERY (1976)
 HY0035
 HY0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0035'RECOVERED IN GOOD CONDITION.
 HY0035
 HY0035                          STATION RECOVERY (1984)
 HY0035
 HY0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0222 ***********************************************************************
 HY0222  DESIGNATION -  W 119
 HY0222  PID         -  HY0222
 HY0222  STATE/COUNTY-  WV/MASON
 HY0222  USGS QUAD   -  GLENWOOD (1990)
 HY0222
 HY0222                         *CURRENT SURVEY CONTROL
 HY0222  ___________________________________________________________________
 HY0222* NAD 83(1986)-  38 33 02.     (N)    082 08 47.     (W)     SCALED    
 HY0222* NAVD 88     -       175.850  (meters)     576.93   (feet)  POSTED    
 HY0222  ___________________________________________________________________
 HY0222  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HY0222  DYNAMIC HT  -         175.730 (meters)     576.54  (feet)  COMP
 HY0222  MODELED GRAV-     979,956.7   (mgal)                       NAVD 88
 HY0222
 HY0222  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0222
 HY0222.The horizontal coordinates were scaled from a topographic map and have
 HY0222.an estimated accuracy of +/- 6 seconds.
 HY0222
 HY0222.The orthometric height was determined by differential leveling
 HY0222.and adjusted by the National Geodetic Survey in 1992..
 HY0222.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0222.rate of 0.0 thru 1.0 mm/km.
 HY0222
 HY0222.The geoid height was determined by GEOID03.
 HY0222
 HY0222.The dynamic height is computed by dividing the NAVD 88
 HY0222.geopotential number by the normal gravity value computed on the
 HY0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0222.degrees latitude (g = 980.6199 gals.).
 HY0222
 HY0222.The modeled gravity was interpolated from observed gravity values.
 HY0222
 HY0222;                    North         East    Units  Estimated Accuracy
 HY0222;SPC WV S     -   172,710.      500,080.      MT  (+/- 180 meters Scaled)
 HY0222
 HY0222                          SUPERSEDED SURVEY CONTROL
 HY0222
 HY0222  NGVD 29 (??/??/92)  176.033  (m)          577.53   (f) ADJ UNCH    2 0
 HY0222
 HY0222.Superseded values are not recommended for survey control.
 HY0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0222.See file dsdata.txt to determine how the superseded data were derived.
 HY0222
 HY0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC001675(NAD 83)
 HY0222_MARKER: DB = BENCH MARK DISK
 HY0222_SETTING: 66 = SET IN ROCK OUTCROP
 HY0222_SP_SET: ROCK LEDGE
 HY0222_STAMPING: W 119 1956
 HY0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0222+STABILITY: POSITION/ELEVATION WELL
 HY0222
 HY0222  HISTORY     - Date     Condition        Report By
 HY0222  HISTORY     - 1956     MONUMENTED       CGS
 HY0222
 HY0222                          STATION DESCRIPTION
 HY0222
 HY0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0222'5.6 MI SE FROM GLENWOOD.
 HY0222'4.05 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HY0222'STATE HIGHWAY 2 AND POST OFFICE AT GLENWOOD, THENCE ABOUT 1.5
 HY0222'MILES SOUTHWEST AND SOUTH ALONG A DIRT ROAD, ABOUT 0.15 MILE
 HY0222'NORTH OF JUNCTION OF A GRAVEL ROAD, ABOUT 0.65 MILE SOUTH OF BEECH
 HY0222'GROVE SCHOOL, ABOUT 0.25 MILE SOUTHWEST OF JUNCTION OF A ROAD
 HY0222'SOUTHEAST, 11 FEET WEST-SOUTHWEST OF CENTER LINE OF ROAD, 220
 HY0222'FEET SOUTH-SOUTHEAST OF SOUTH CORNER OF A CULTIVATED FIELD, IN
 HY0222'THE TOP OF A ROCK LEDGE ABOUT 11 BY 3 1/2 FEET, 1/2 FOOT WEST AND
 HY0222'1/2 FOOT ABOVE A 12-INCH TRIANGLE CHISELED IN FACE OF LEDGE,
 HY0222'2 1/2 FEET NORTH-NORTHWEST OF SOUTH END OF LEDGE AND ABOUT 3
 HY0222'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1584 ***********************************************************************
 HX1584  DESIGNATION -  W 12
 HX1584  PID         -  HX1584
 HX1584  STATE/COUNTY-  WV/WEBSTER
 HX1584  USGS QUAD   -  ERBACON (1976)
 HX1584
 HX1584                         *CURRENT SURVEY CONTROL
 HX1584  ___________________________________________________________________
 HX1584* NAD 83(1986)-  38 33 55.     (N)    080 34 29.     (W)     SCALED    
 HX1584* NAVD 88     -       391.489  (meters)    1284.41   (feet)  ADJUSTED  
 HX1584  ___________________________________________________________________
 HX1584  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX1584  DYNAMIC HT  -         391.211 (meters)    1283.50  (feet)  COMP
 HX1584  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 HX1584
 HX1584  VERT ORDER  -  SECOND    CLASS 0
 HX1584
 HX1584.The horizontal coordinates were scaled from a topographic map and have
 HX1584.an estimated accuracy of +/- 6 seconds.
 HX1584
 HX1584.The orthometric height was determined by differential leveling
 HX1584.and adjusted by the National Geodetic Survey in June 1991..
 HX1584
 HX1584.The geoid height was determined by GEOID03.
 HX1584
 HX1584.The dynamic height is computed by dividing the NAVD 88
 HX1584.geopotential number by the normal gravity value computed on the
 HX1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1584.degrees latitude (g = 980.6199 gals.).
 HX1584
 HX1584.The modeled gravity was interpolated from observed gravity values.
 HX1584
 HX1584;                    North         East    Units  Estimated Accuracy
 HX1584;SPC WV S     -   173,820.      637,060.      MT  (+/- 180 meters Scaled)
 HX1584
 HX1584                          SUPERSEDED SURVEY CONTROL
 HX1584
 HX1584  NGVD 29 (??/??/92)  391.665  (m)         1284.99   (f) ADJ UNCH    2 0
 HX1584
 HX1584.Superseded values are not recommended for survey control.
 HX1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1584.See file dsdata.txt to determine how the superseded data were derived.
 HX1584
 HX1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC370686(NAD 83)
 HX1584_MARKER: DB = BENCH MARK DISK
 HX1584_SETTING: 80 = SET IN A BOULDER
 HX1584_SP_SET: BOULDER
 HX1584_STAMPING: W 12 1933
 HX1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1584+STABILITY: SURFACE MOTION
 HX1584
 HX1584  HISTORY     - Date     Condition        Report By
 HX1584  HISTORY     - 1933     MONUMENTED       CGS
 HX1584  HISTORY     - 1962     GOOD             NGS
 HX1584
 HX1584                          STATION DESCRIPTION
 HX1584
 HX1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1584'4 MI N FROM ERBACON.
 HX1584'ABOUT 3.95 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1584'FROM THE POST OFFICE AT ERBACON, ABOUT 5 1/2 RAILS SOUTHEAST
 HX1584'OF SOUTHEAST END OF LARGE ROCK CUT, 88 FEET EAST AND ACROSS
 HX1584'TRACK FROM TELEPHONE POLE 102-30, 11.5 FEET NORTHEAST OF
 HX1584'NORTHEAST RAIL, 1.5 FEET NORTHWEST OF SOUTHEAST EDGE OF BOULDER,
 HX1584'AND SET ON TOP OF A LARGE BOULDER ABOUT 1 FOOT BELOW LEVEL OF
 HX1584'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0945 ***********************************************************************
 KY0945  DESIGNATION -  W 120
 KY0945  PID         -  KY0945
 KY0945  STATE/COUNTY-  WV/OHIO
 KY0945  USGS QUAD   -  TILTONSVILLE (1985)
 KY0945
 KY0945                         *CURRENT SURVEY CONTROL
 KY0945  ___________________________________________________________________
 KY0945* NAD 83(1986)-  40 09 27.     (N)    080 37 34.     (W)     SCALED    
 KY0945* NAVD 88     -       267.565  (meters)     877.84   (feet)  ADJUSTED  
 KY0945  ___________________________________________________________________
 KY0945  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY0945  DYNAMIC HT  -         267.418 (meters)     877.35  (feet)  COMP
 KY0945  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 KY0945
 KY0945  VERT ORDER  -  SECOND    CLASS 0
 KY0945
 KY0945.The horizontal coordinates were scaled from a topographic map and have
 KY0945.an estimated accuracy of +/- 6 seconds.
 KY0945
 KY0945.The orthometric height was determined by differential leveling
 KY0945.and adjusted by the National Geodetic Survey in June 1991..
 KY0945
 KY0945.The geoid height was determined by GEOID03.
 KY0945
 KY0945.The dynamic height is computed by dividing the NAVD 88
 KY0945.geopotential number by the normal gravity value computed on the
 KY0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0945.degrees latitude (g = 980.6199 gals.).
 KY0945
 KY0945.The modeled gravity was interpolated from observed gravity values.
 KY0945
 KY0945;                    North         East    Units  Estimated Accuracy
 KY0945;SPC WV N     -   184,620.      504,060.      MT  (+/- 180 meters Scaled)
 KY0945
 KY0945                          SUPERSEDED SURVEY CONTROL
 KY0945
 KY0945  NGVD 29 (??/??/92)  267.738  (m)          878.40   (f) ADJ UNCH    2 0
 KY0945
 KY0945.Superseded values are not recommended for survey control.
 KY0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0945.See file dsdata.txt to determine how the superseded data were derived.
 KY0945
 KY0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE318453(NAD 83)
 KY0945_MARKER: DD = SURVEY DISK
 KY0945_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0945_SP_SET: BRIDGE
 KY0945_STAMPING: W 120 1957
 KY0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0945
 KY0945  HISTORY     - Date     Condition        Report By
 KY0945  HISTORY     - 1957     MONUMENTED       WV-069
 KY0945  HISTORY     - 1957     GOOD             NGS
 KY0945
 KY0945                          STATION DESCRIPTION
 KY0945
 KY0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0945'2 MI SW FROM WEST LIBERTY.
 KY0945'ABOUT 0.75 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE WEST
 KY0945'LIBERTY HIGH SCHOOL GYMNASIUM AT WEST LIBERTY, THENCE 1.25 MILES
 KY0945'SOUTHWEST ALONG A BLACK TOP ROAD ALONG THE NORTH FORK OF SHORT
 KY0945'CREEK, ABOUT 0.8 MILE EAST OF THE SHORT CREEK METHODIST CHURCH,
 KY0945'ON TOP OF THE WEST END OF THE SOUTH CONCRETE BANNISTER OF THE 15
 KY0945'FEET LONG CONCRETE BRIDGE OVER HUFF RUN, 12 FEET SOUTH OF THE
 KY0945'CENTER LINE OF THE BLACK TOP ROAD AND 3 1/2 FEET ABOVE THE LEVEL
 KY0945'OF THE ROAD.  STAMPED BY THIS PARTY IN 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0998 ***********************************************************************
 KY0998  DESIGNATION -  W 121
 KY0998  PID         -  KY0998
 KY0998  STATE/COUNTY-  WV/MARSHALL
 KY0998  USGS QUAD   -  WHEELING (1994)
 KY0998
 KY0998                         *CURRENT SURVEY CONTROL
 KY0998  ___________________________________________________________________
 KY0998* NAD 83(1986)-  40 00 04.     (N)    080 38 29.     (W)     SCALED    
 KY0998* NAVD 88     -       222.782  (meters)     730.91   (feet)  ADJUSTED  
 KY0998  ___________________________________________________________________
 KY0998  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY0998  DYNAMIC HT  -         222.653 (meters)     730.49  (feet)  COMP
 KY0998  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 KY0998
 KY0998  VERT ORDER  -  SECOND    CLASS 0
 KY0998
 KY0998.The horizontal coordinates were scaled from a topographic map and have
 KY0998.an estimated accuracy of +/- 6 seconds.
 KY0998
 KY0998.The orthometric height was determined by differential leveling
 KY0998.and adjusted by the National Geodetic Survey in June 1991..
 KY0998
 KY0998.The geoid height was determined by GEOID03.
 KY0998
 KY0998.The dynamic height is computed by dividing the NAVD 88
 KY0998.geopotential number by the normal gravity value computed on the
 KY0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0998.degrees latitude (g = 980.6199 gals.).
 KY0998
 KY0998.The modeled gravity was interpolated from observed gravity values.
 KY0998
 KY0998;                    North         East    Units  Estimated Accuracy
 KY0998;SPC WV N     -   167,270.      502,540.      MT  (+/- 180 meters Scaled)
 KY0998
 KY0998                          SUPERSEDED SURVEY CONTROL
 KY0998
 KY0998  NGVD 29 (??/??/92)  222.928  (m)          731.39   (f) ADJ UNCH    2 0
 KY0998
 KY0998.Superseded values are not recommended for survey control.
 KY0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0998.See file dsdata.txt to determine how the superseded data were derived.
 KY0998
 KY0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE306279(NAD 83)
 KY0998_MARKER: DB = BENCH MARK DISK
 KY0998_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0998_SP_SET: BRIDGE
 KY0998_STAMPING: W 121 1957
 KY0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0998
 KY0998  HISTORY     - Date     Condition        Report By
 KY0998  HISTORY     - 1957     MONUMENTED       CGS
 KY0998
 KY0998                          STATION DESCRIPTION
 KY0998
 KY0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0998'4.2 MI S FROM ELM GROVE.
 KY0998'ABOUT 4.2 MILES SOUTH ALONG A BLACK TOP ROAD FOLLOWING WHEELING
 KY0998'CREEK FROM THE PUBLIC SCHOOL AT ELM GROVE, ABOUT 0.8 MILE NORTH
 KY0998'OF AN OLD STEEL BRIDGE OVER WHEELING CREEK, ABOUT 0.25 MILE
 KY0998'SOUTH OF A BRIDGE OVER WHEELING CREEK, IN THE TOP OF THE NORTH
 KY0998'END OF SOUTH WINGWALL OF A 6-FOOT CONCRETE BRIDGE OVER A SMALL
 KY0998'CREEK BRANCH, 12 FEET SOUTHWEST OF CENTER LINE OF ROAD, 1/3 FOOT
 KY0998'SOUTHWEST OF CONCRETE BANISTER AND ABOUT 1/3 FOOT BELOW LEVEL
 KY0998'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0749 ***********************************************************************
 JX0749  DESIGNATION -  W 123
 JX0749  PID         -  JX0749
 JX0749  STATE/COUNTY-  WV/MARSHALL
 JX0749  USGS QUAD   -  MAJORSVILLE (1988)
 JX0749
 JX0749                         *CURRENT SURVEY CONTROL
 JX0749  ___________________________________________________________________
 JX0749* NAD 83(1986)-  39 53 02.     (N)    080 35 24.     (W)     SCALED    
 JX0749* NAVD 88     -       420.492  (meters)    1379.56   (feet)  ADJUSTED  
 JX0749  ___________________________________________________________________
 JX0749  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JX0749  DYNAMIC HT  -         420.247 (meters)    1378.76  (feet)  COMP
 JX0749  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 JX0749
 JX0749  VERT ORDER  -  SECOND    CLASS 0
 JX0749
 JX0749.The horizontal coordinates were scaled from a topographic map and have
 JX0749.an estimated accuracy of +/- 6 seconds.
 JX0749
 JX0749.The orthometric height was determined by differential leveling
 JX0749.and adjusted by the National Geodetic Survey in June 1991..
 JX0749
 JX0749.The geoid height was determined by GEOID03.
 JX0749
 JX0749.The dynamic height is computed by dividing the NAVD 88
 JX0749.geopotential number by the normal gravity value computed on the
 JX0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0749.degrees latitude (g = 980.6199 gals.).
 JX0749
 JX0749.The modeled gravity was interpolated from observed gravity values.
 JX0749
 JX0749;                    North         East    Units  Estimated Accuracy
 JX0749;SPC WV N     -   154,200.      506,770.      MT  (+/- 180 meters Scaled)
 JX0749
 JX0749                          SUPERSEDED SURVEY CONTROL
 JX0749
 JX0749  NGVD 29 (??/??/92)  420.632  (m)         1380.02   (f) ADJ UNCH    2 0
 JX0749
 JX0749.Superseded values are not recommended for survey control.
 JX0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0749.See file dsdata.txt to determine how the superseded data were derived.
 JX0749
 JX0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE350149(NAD 83)
 JX0749_MARKER: DB = BENCH MARK DISK
 JX0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0749_STAMPING: W 123 1957
 JX0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0749+STABILITY: SURFACE MOTION
 JX0749
 JX0749  HISTORY     - Date     Condition        Report By
 JX0749  HISTORY     - 1957     MONUMENTED       CGS
 JX0749
 JX0749                          STATION DESCRIPTION
 JX0749
 JX0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0749'3.5 MI SE FROM PLEASANT VALLEY.
 JX0749'ABOUT 3.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE METHODIST
 JX0749'CHURCH AT PLEASANT VALLEY, 40 1/2 FEET SOUTHWEST OF CENTER LINE
 JX0749'OF HIGHWAY, 107 FEET SOUTHEAST OF EAST CORNER OF BEELER STATION
 JX0749'CHURCH, 110 1/2 FEET EAST-SOUTHEAST OF SOUTH CORNER OF SAME CHURCH
 JX0749'BUILDING, 65 FEET SOUTHWEST AND ACROSS HIGHWAY FROM A POWER POLE,
 JX0749'34 FEET NORTHWEST OF A POWER POLE, ABOUT 1 FOOT BELOW LEVEL OF
 JX0749'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0773 ***********************************************************************
 JX0773  DESIGNATION -  W 124
 JX0773  PID         -  JX0773
 JX0773  STATE/COUNTY-  WV/MARSHALL
 JX0773  USGS QUAD   -  MAJORSVILLE (1988)
 JX0773
 JX0773                         *CURRENT SURVEY CONTROL
 JX0773  ___________________________________________________________________
 JX0773* NAD 83(1986)-  39 58 58.     (N)    080 35 21.     (W)     SCALED    
 JX0773* NAVD 88     -       399.235  (meters)    1309.82   (feet)  ADJUSTED  
 JX0773  ___________________________________________________________________
 JX0773  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JX0773  DYNAMIC HT  -         399.002 (meters)    1309.06  (feet)  COMP
 JX0773  MODELED GRAV-     980,029.4   (mgal)                       NAVD 88
 JX0773
 JX0773  VERT ORDER  -  SECOND    CLASS 0
 JX0773
 JX0773.The horizontal coordinates were scaled from a topographic map and have
 JX0773.an estimated accuracy of +/- 6 seconds.
 JX0773
 JX0773.The orthometric height was determined by differential leveling
 JX0773.and adjusted by the National Geodetic Survey in June 1991..
 JX0773
 JX0773.The geoid height was determined by GEOID03.
 JX0773
 JX0773.The dynamic height is computed by dividing the NAVD 88
 JX0773.geopotential number by the normal gravity value computed on the
 JX0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0773.degrees latitude (g = 980.6199 gals.).
 JX0773
 JX0773.The modeled gravity was interpolated from observed gravity values.
 JX0773
 JX0773;                    North         East    Units  Estimated Accuracy
 JX0773;SPC WV N     -   165,180.      506,970.      MT  (+/- 180 meters Scaled)
 JX0773
 JX0773                          SUPERSEDED SURVEY CONTROL
 JX0773
 JX0773  NGVD 29 (??/??/92)  399.377  (m)         1310.29   (f) ADJ UNCH    2 0
 JX0773
 JX0773.Superseded values are not recommended for survey control.
 JX0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0773.See file dsdata.txt to determine how the superseded data were derived.
 JX0773
 JX0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE350259(NAD 83)
 JX0773_MARKER: DB = BENCH MARK DISK
 JX0773_SETTING: 66 = SET IN ROCK OUTCROP
 JX0773_SP_SET: ROCK CUT
 JX0773_STAMPING: W 124 1957
 JX0773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0773+STABILITY: POSITION/ELEVATION WELL
 JX0773
 JX0773  HISTORY     - Date     Condition        Report By
 JX0773  HISTORY     - 1957     MONUMENTED       CGS
 JX0773
 JX0773                          STATION DESCRIPTION
 JX0773
 JX0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0773'5.4 MI SW FROM DALLAS.
 JX0773'ABOUT 5.35 MILES SOUTHWEST ALONG DALLAS-LIMESTONE ROAD FROM THE
 JX0773'JUNCTION OF DALLAS PIKE AT DALLAS, ABOUT 1.45 MILES NORTH ALONG
 JX0773'DALLAS-LIMESTONE ROAD FROM THE JUNCTION OF A DIRT ROAD EAST AND
 JX0773'WHEELING CREEK INN AT VIOLA, ABOUT 0.1 MILE SOUTHEAST OF SAND
 JX0773'HILL METHODIST CHURCH AND CEMETERY, ABOUT 0.5 MILE SOUTH OF
 JX0773'JUNCTION OF A ROAD NORTHWEST, 0.1 MILE SOUTHEAST OF JUNCTION OF
 JX0773'A GRAVEL ROAD WEST, 18 FEET NORTHEAST OF CENTER LINE OF ROAD AND
 JX0773'ON THE OUTSIDE OF A CURVE, 272 FEET SOUTHEAST OF CENTER OF
 JX0773'JUNCTION OF A ROAD LEADING EAST, SET VERTICALLY IN THE SOUTHWEST
 JX0773'FACE OF A 3-FOOT HIGH AND 6-FOOT WIDE ROCK IN A CUT, 2 FEET
 JX0773'ABOVE LEVEL OF ROAD AND ABOUT 3 FEET ABOVE LEVEL OF ROAD DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0541 ***********************************************************************
 JX0541  DESIGNATION -  W 125
 JX0541  PID         -  JX0541
 JX0541  STATE/COUNTY-  WV/MARSHALL
 JX0541  USGS QUAD   -  LITTLETON (1976)
 JX0541
 JX0541                         *CURRENT SURVEY CONTROL
 JX0541  ___________________________________________________________________
 JX0541* NAD 83(1986)-  39 43 48.     (N)    080 36 16.     (W)     SCALED    
 JX0541* NAVD 88     -       406.186  (meters)    1332.63   (feet)  ADJUSTED  
 JX0541  ___________________________________________________________________
 JX0541  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JX0541  DYNAMIC HT  -         405.952 (meters)    1331.86  (feet)  COMP
 JX0541  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 JX0541
 JX0541  VERT ORDER  -  SECOND    CLASS 0
 JX0541
 JX0541.The horizontal coordinates were scaled from a topographic map and have
 JX0541.an estimated accuracy of +/- 6 seconds.
 JX0541
 JX0541.The orthometric height was determined by differential leveling
 JX0541.and adjusted by the National Geodetic Survey in June 1991..
 JX0541
 JX0541.The geoid height was determined by GEOID03.
 JX0541
 JX0541.The dynamic height is computed by dividing the NAVD 88
 JX0541.geopotential number by the normal gravity value computed on the
 JX0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0541.degrees latitude (g = 980.6199 gals.).
 JX0541
 JX0541.The modeled gravity was interpolated from observed gravity values.
 JX0541
 JX0541;                    North         East    Units  Estimated Accuracy
 JX0541;SPC WV N     -   137,130.      505,330.      MT  (+/- 180 meters Scaled)
 JX0541
 JX0541                          SUPERSEDED SURVEY CONTROL
 JX0541
 JX0541  NGVD 29 (??/??/92)  406.321  (m)         1333.07   (f) ADJ UNCH    2 0
 JX0541
 JX0541.Superseded values are not recommended for survey control.
 JX0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0541.See file dsdata.txt to determine how the superseded data were derived.
 JX0541
 JX0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND338978(NAD 83)
 JX0541_MARKER: DB = BENCH MARK DISK
 JX0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0541_SP_SET: GAS PUMP DERRICK
 JX0541_STAMPING: W 125 1957
 JX0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0541
 JX0541  HISTORY     - Date     Condition        Report By
 JX0541  HISTORY     - 1957     MONUMENTED       CGS
 JX0541
 JX0541                          STATION DESCRIPTION
 JX0541
 JX0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0541'4 MI NE FROM SILVER HILL.
 JX0541'ABOUT 4.05 MILES NORTHEAST ALONG STATE HIGHWAY 89 FROM THE BRIDGE
 JX0541'OVER LAUREL RUN AND THE POST OFFICE AT SILVER HILL, AT THE
 JX0541'JUNCTION OF A GRAVEL ROAD NORTH, IN THE TOP OF THE SOUTHWEST
 JX0541'CORNER OF CONCRETE BASE OF THE SOUTHEAST LEG OF A GAS PUMPING
 JX0541'DERRICK, 76 FEET WEST OF CENTER LINE OF ROAD NORTH, 80 FEET
 JX0541'NORTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT 30 FEET BELOW LEVEL
 JX0541'OF HIGHWAY.  NOTE-- MARK IS ABOUT 0.15 MILE WEST OF A SCHOOL
 JX0541'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0560 ***********************************************************************
 JX0560  DESIGNATION -  W 126
 JX0560  PID         -  JX0560
 JX0560  STATE/COUNTY-  WV/WETZEL
 JX0560  USGS QUAD   -  WILEYVILLE (1976)
 JX0560
 JX0560                         *CURRENT SURVEY CONTROL
 JX0560  ___________________________________________________________________
 JX0560* NAD 83(1986)-  39 42 38.     (N)    080 44 43.     (W)     SCALED    
 JX0560* NAVD 88     -       412.531  (meters)    1353.45   (feet)  ADJUSTED  
 JX0560  ___________________________________________________________________
 JX0560  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JX0560  DYNAMIC HT  -         412.295 (meters)    1352.67  (feet)  COMP
 JX0560  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 JX0560
 JX0560  VERT ORDER  -  SECOND    CLASS 0
 JX0560
 JX0560.The horizontal coordinates were scaled from a topographic map and have
 JX0560.an estimated accuracy of +/- 6 seconds.
 JX0560
 JX0560.The orthometric height was determined by differential leveling
 JX0560.and adjusted by the National Geodetic Survey in June 1991..
 JX0560
 JX0560.The geoid height was determined by GEOID03.
 JX0560
 JX0560.The dynamic height is computed by dividing the NAVD 88
 JX0560.geopotential number by the normal gravity value computed on the
 JX0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0560.degrees latitude (g = 980.6199 gals.).
 JX0560
 JX0560.The modeled gravity was interpolated from observed gravity values.
 JX0560
 JX0560;                    North         East    Units  Estimated Accuracy
 JX0560;SPC WV N     -   135,130.      493,220.      MT  (+/- 180 meters Scaled)
 JX0560
 JX0560                          SUPERSEDED SURVEY CONTROL
 JX0560
 JX0560  NGVD 29 (??/??/92)  412.690  (m)         1353.97   (f) ADJ UNCH    2 0
 JX0560
 JX0560.Superseded values are not recommended for survey control.
 JX0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0560.See file dsdata.txt to determine how the superseded data were derived.
 JX0560
 JX0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND218956(NAD 83)
 JX0560_MARKER: DB = BENCH MARK DISK
 JX0560_SETTING: 66 = SET IN ROCK OUTCROP
 JX0560_SP_SET: ROCK CUT
 JX0560_STAMPING: W 126 1957
 JX0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0560+STABILITY: POSITION/ELEVATION WELL
 JX0560
 JX0560  HISTORY     - Date     Condition        Report By
 JX0560  HISTORY     - 1957     MONUMENTED       CGS
 JX0560
 JX0560                          STATION DESCRIPTION
 JX0560
 JX0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0560'4.2 MI NW FROM NEWDALE.
 JX0560'ABOUT 3.5 MILES NORTHWEST ALONG STATE HIGHWAY 89 TO A POINT
 JX0560'ABOUT 0.2 MILE WEST OF ANTIOCH CHRISTIAN CHURCH AND CEMETERY,
 JX0560'THENCE ABOUT 0.65 MILE NORTH ALONG A BLACK TOP ROAD, ABOUT 0.1
 JX0560'MILE SOUTHEAST OF A PIPE LINE CROSSING, ABOUT 0.1 MILE NORTHWEST
 JX0560'AND UPHILL FROM A HOUSE AND BARN, SET VERTICALLY IN THE SOUTHEAST
 JX0560'FACE OF A ROCK CUT WHICH IS LOCATED AT THE DOWN HILL END OF AN
 JX0560'S CURVE, 27 1/2 FEET NORTHWEST OF CENTER LINE OF ROAD AND ABOUT
 JX0560'4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0716 ***********************************************************************
 JX0716  DESIGNATION -  W 127
 JX0716  PID         -  JX0716
 JX0716  STATE/COUNTY-  WV/MARSHALL
 JX0716  USGS QUAD   -  GLEN EASTON (1976)
 JX0716
 JX0716                         *CURRENT SURVEY CONTROL
 JX0716  ___________________________________________________________________
 JX0716* NAD 83(1986)-  39 47 26.     (N)    080 44 39.     (W)     SCALED    
 JX0716* NAVD 88     -       204.599  (meters)     671.26   (feet)  ADJUSTED  
 JX0716  ___________________________________________________________________
 JX0716  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX0716  DYNAMIC HT  -         204.484 (meters)     670.88  (feet)  COMP
 JX0716  MODELED GRAV-     980,061.1   (mgal)                       NAVD 88
 JX0716
 JX0716  VERT ORDER  -  SECOND    CLASS 0
 JX0716
 JX0716.The horizontal coordinates were scaled from a topographic map and have
 JX0716.an estimated accuracy of +/- 6 seconds.
 JX0716
 JX0716.The orthometric height was determined by differential leveling
 JX0716.and adjusted by the National Geodetic Survey in June 1991..
 JX0716
 JX0716.The geoid height was determined by GEOID03.
 JX0716
 JX0716.The dynamic height is computed by dividing the NAVD 88
 JX0716.geopotential number by the normal gravity value computed on the
 JX0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0716.degrees latitude (g = 980.6199 gals.).
 JX0716
 JX0716.The modeled gravity was interpolated from observed gravity values.
 JX0716
 JX0716;                    North         East    Units  Estimated Accuracy
 JX0716;SPC WV N     -   144,010.      493,440.      MT  (+/- 180 meters Scaled)
 JX0716
 JX0716                          SUPERSEDED SURVEY CONTROL
 JX0716
 JX0716  NGVD 29 (??/??/92)  204.744  (m)          671.73   (f) ADJ UNCH    2 0
 JX0716
 JX0716.Superseded values are not recommended for survey control.
 JX0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0716.See file dsdata.txt to determine how the superseded data were derived.
 JX0716
 JX0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE219045(NAD 83)
 JX0716_MARKER: DB = BENCH MARK DISK
 JX0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0716_SP_SET: BRIDGE
 JX0716_STAMPING: W 127 1957
 JX0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0716
 JX0716  HISTORY     - Date     Condition        Report By
 JX0716  HISTORY     - 1957     MONUMENTED       CGS
 JX0716
 JX0716                          STATION DESCRIPTION
 JX0716
 JX0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0716'5 MI SE FROM GRAYSVILLE.
 JX0716'ABOUT 5.0 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING FISH
 JX0716'CREEK FROM THE SCHOOL AT GRAYSVILLE, IN THE TOP AND 1 FOOT SOUTH
 JX0716'OF THE NORTH END OF THE FIRST PIER EAST OF THE WEST ABUTMENT OF A
 JX0716'STEEL BRIDGE OVER FISH CREEK, 13 FEET NORTH OF CENTER LINE OF
 JX0716'ROAD AND 2 1/2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0608 ***********************************************************************
 JX0608  DESIGNATION -  W 128
 JX0608  PID         -  JX0608
 JX0608  STATE/COUNTY-  WV/WETZEL
 JX0608  USGS QUAD   -  LITTLETON (1976)
 JX0608
 JX0608                         *CURRENT SURVEY CONTROL
 JX0608  ___________________________________________________________________
 JX0608* NAD 83(1986)-  39 37 59.     (N)    080 34 24.     (W)     SCALED    
 JX0608* NAVD 88     -       401.498  (meters)    1317.25   (feet)  ADJUSTED  
 JX0608  ___________________________________________________________________
 JX0608  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JX0608  DYNAMIC HT  -         401.264 (meters)    1316.48  (feet)  COMP
 JX0608  MODELED GRAV-     980,032.0   (mgal)                       NAVD 88
 JX0608
 JX0608  VERT ORDER  -  SECOND    CLASS 0
 JX0608
 JX0608.The horizontal coordinates were scaled from a topographic map and have
 JX0608.an estimated accuracy of +/- 6 seconds.
 JX0608
 JX0608.The orthometric height was determined by differential leveling
 JX0608.and adjusted by the National Geodetic Survey in June 1991..
 JX0608
 JX0608.The geoid height was determined by GEOID03.
 JX0608
 JX0608.The dynamic height is computed by dividing the NAVD 88
 JX0608.geopotential number by the normal gravity value computed on the
 JX0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0608.degrees latitude (g = 980.6199 gals.).
 JX0608
 JX0608.The modeled gravity was interpolated from observed gravity values.
 JX0608
 JX0608;                    North         East    Units  Estimated Accuracy
 JX0608;SPC WV N     -   126,340.      507,860.      MT  (+/- 180 meters Scaled)
 JX0608
 JX0608                          SUPERSEDED SURVEY CONTROL
 JX0608
 JX0608  NGVD 29 (??/??/92)  401.651  (m)         1317.75   (f) ADJ UNCH    2 0
 JX0608
 JX0608.Superseded values are not recommended for survey control.
 JX0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0608.See file dsdata.txt to determine how the superseded data were derived.
 JX0608
 JX0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND366871(NAD 83)
 JX0608_MARKER: DB = BENCH MARK DISK
 JX0608_SETTING: 66 = SET IN ROCK OUTCROP
 JX0608_SP_SET: ROCK CUT
 JX0608_STAMPING: W 128 1957
 JX0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0608+STABILITY: POSITION/ELEVATION WELL
 JX0608
 JX0608  HISTORY     - Date     Condition        Report By
 JX0608  HISTORY     - 1957     MONUMENTED       CGS
 JX0608
 JX0608                          STATION DESCRIPTION
 JX0608
 JX0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0608'1 MI SW FROM UNIONTOWN.
 JX0608'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE POST
 JX0608'OFFICE AND ROAD JUNCTION AT UNIONTOWN, ABOUT 90 YARDS NORTHEAST
 JX0608'OF JUNCTION OF A SIDE ROAD NORTH, NEAR THE TOP OF A LONG GRADE,
 JX0608'ON THE NORTHEAST SLOPE OF GRADE, SET VERTICALLY IN THE SOUTHEAST
 JX0608'FACE OF A LARGE ROCK IN A CUT, 26 FEET NORTHWEST OF CENTER LINE
 JX0608'OF HIGHWAY, 2 1/2 FEET ABOVE GROUND AND ABOUT 1 FOOT ABOVE LEVEL
 JX0608'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0672 ***********************************************************************
 JX0672  DESIGNATION -  W 129
 JX0672  PID         -  JX0672
 JX0672  STATE/COUNTY-  WV/WETZEL
 JX0672  USGS QUAD   -  BIG RUN (1976)
 JX0672
 JX0672                         *CURRENT SURVEY CONTROL
 JX0672  ___________________________________________________________________
 JX0672* NAD 83(1986)-  39 36 30.     (N)    080 32 07.     (W)     SCALED    
 JX0672* NAVD 88     -       469.553  (meters)    1540.53   (feet)  ADJUSTED  
 JX0672  ___________________________________________________________________
 JX0672  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JX0672  DYNAMIC HT  -         469.280 (meters)    1539.63  (feet)  COMP
 JX0672  MODELED GRAV-     980,028.9   (mgal)                       NAVD 88
 JX0672
 JX0672  VERT ORDER  -  SECOND    CLASS 0
 JX0672
 JX0672.The horizontal coordinates were scaled from a topographic map and have
 JX0672.an estimated accuracy of +/- 6 seconds.
 JX0672
 JX0672.The orthometric height was determined by differential leveling
 JX0672.and adjusted by the National Geodetic Survey in June 1991..
 JX0672
 JX0672.The geoid height was determined by GEOID03.
 JX0672
 JX0672.The dynamic height is computed by dividing the NAVD 88
 JX0672.geopotential number by the normal gravity value computed on the
 JX0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0672.degrees latitude (g = 980.6199 gals.).
 JX0672
 JX0672.The modeled gravity was interpolated from observed gravity values.
 JX0672
 JX0672;                    North         East    Units  Estimated Accuracy
 JX0672;SPC WV N     -   123,560.      511,100.      MT  (+/- 180 meters Scaled)
 JX0672
 JX0672                          SUPERSEDED SURVEY CONTROL
 JX0672
 JX0672  NGVD 29 (??/??/92)  469.710  (m)         1541.04   (f) ADJ UNCH    2 0
 JX0672
 JX0672.Superseded values are not recommended for survey control.
 JX0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0672.See file dsdata.txt to determine how the superseded data were derived.
 JX0672
 JX0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND398843(NAD 83)
 JX0672_MARKER: DB = BENCH MARK DISK
 JX0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0672_STAMPING: W 129 1957
 JX0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0672+STABILITY: SURFACE MOTION
 JX0672
 JX0672  HISTORY     - Date     Condition        Report By
 JX0672  HISTORY     - 1957     MONUMENTED       CGS
 JX0672
 JX0672                          STATION DESCRIPTION
 JX0672
 JX0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0672'2.4 MI N FROM BURCHFIELD.
 JX0672'ABOUT 0.3 MILE EAST ALONG A GRAVEL ROAD FROM BRIDGE OVER WILLEY
 JX0672'FORK AT BURCHFIELD, THENCE ABOUT 2.1 MILES NORTH ALONG A DIRT
 JX0672'ROAD, ABOUT 0.4 MILE SOUTHEAST OF A SMALL CEMETERY AND ABANDONED
 JX0672'CHURCH, ON THE TOP OF A SHARP RIDGE AND AT THE JUNCTION OF A
 JX0672'ROAD EAST, 18 FEET EAST OF CENTER LINE OF ROAD, 49 FEET SOUTH
 JX0672'OF CENTER OF JUNCTION OF ROAD EAST, 16 1/2 FEET NORTHEAST OF A
 JX0672'30-INCH TWIN OAK TREE, 2 FEET NORTH OF A CONCRETE WITNESS POST,
 JX0672'ABOUT 2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 JX0672'POST PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 1.25 MILES ALONG
 JX0672'A DIRT ROAD FROM THE POST OFFICE AND JUNCTION OF BLACK TOP ROAD
 JX0672'AT KODOL, WETZEL COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1085 ***********************************************************************
 HX1085  DESIGNATION -  W 13
 HX1085  PID         -  HX1085
 HX1085  STATE/COUNTY-  WV/NICHOLAS
 HX1085  USGS QUAD   -  GILBOA (1976)
 HX1085
 HX1085                         *CURRENT SURVEY CONTROL
 HX1085  ___________________________________________________________________
 HX1085* NAD 83(1986)-  38 18 19.     (N)    080 54 39.     (W)     SCALED    
 HX1085* NAVD 88     -       466.235  (meters)    1529.64   (feet)  ADJUSTED  
 HX1085  ___________________________________________________________________
 HX1085  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 HX1085  DYNAMIC HT  -         465.894 (meters)    1528.52  (feet)  COMP
 HX1085  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 HX1085
 HX1085  VERT ORDER  -  SECOND    CLASS 0
 HX1085
 HX1085.The horizontal coordinates were scaled from a topographic map and have
 HX1085.an estimated accuracy of +/- 6 seconds.
 HX1085
 HX1085.The orthometric height was determined by differential leveling
 HX1085.and adjusted by the National Geodetic Survey in June 1991..
 HX1085
 HX1085.The geoid height was determined by GEOID03.
 HX1085
 HX1085.The dynamic height is computed by dividing the NAVD 88
 HX1085.geopotential number by the normal gravity value computed on the
 HX1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1085.degrees latitude (g = 980.6199 gals.).
 HX1085
 HX1085.The modeled gravity was interpolated from observed gravity values.
 HX1085
 HX1085;                    North         East    Units  Estimated Accuracy
 HX1085;SPC WV S     -   144,880.      607,800.      MT  (+/- 180 meters Scaled)
 HX1085
 HX1085                          SUPERSEDED SURVEY CONTROL
 HX1085
 HX1085  NGVD 29 (??/??/92)  466.403  (m)         1530.19   (f) ADJ UNCH    2 0
 HX1085
 HX1085.Superseded values are not recommended for survey control.
 HX1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1085.See file dsdata.txt to determine how the superseded data were derived.
 HX1085
 HX1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC077396(NAD 83)
 HX1085_MARKER: DB = BENCH MARK DISK
 HX1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1085_STAMPING: W 13 1934
 HX1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1085+STABILITY: SURFACE MOTION
 HX1085
 HX1085  HISTORY     - Date     Condition        Report By
 HX1085  HISTORY     - 1934     MONUMENTED       CGS
 HX1085  HISTORY     - 1961     GOOD             NGS
 HX1085
 HX1085                          STATION DESCRIPTION
 HX1085
 HX1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1085'4.4 MI NW FROM SUMMERSVILLE.
 HX1085'ABOUT 4.35 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE
 HX1085'COURTHOUSE AT SUMMERSVILLE, 0.35 MILE NORTHEAST OF THE JUNCTION
 HX1085'OF A GRADED ROAD LEADING SOUTH, AT THE JUNCTION OF A NARROW
 HX1085'WOODS ROAD LEADING SOUTH, 22.5 FEET SOUTH OF THE CENTER LINE
 HX1085'OF THE HIGHWAY, 35 1/2 FEET SOUTHEAST OF THE CENTER OF THE
 HX1085'JUNCTION OF THE HIGHWAY AND THE WOODS ROAD, 32 FEET EAST OF THE
 HX1085'CENTER LINE OF THE WOODS ROAD, 202 FEET WEST OF THE WEST END
 HX1085'OF THE SOUTH CONCRETE HEADWALL OF A 30-INCH PIPE CULVERT UNDER
 HX1085'THE HIGHWAY, 7 1/2 FEET NORTHEAST OF A TELEPHONE POLE AND IN
 HX1085'LINE WITH A ROW OF POLES, 2 FEET SOUTHWEST OF A METAL WITNESS
 HX1085'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 HX1085'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0572 ***********************************************************************
 JX0572  DESIGNATION -  W 130
 JX0572  PID         -  JX0572
 JX0572  STATE/COUNTY-  WV/WETZEL
 JX0572  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0572
 JX0572                         *CURRENT SURVEY CONTROL
 JX0572  ___________________________________________________________________
 JX0572* NAD 83(1986)-  39 38 02.     (N)    080 48 56.     (W)     SCALED    
 JX0572* NAVD 88     -       230.894  (meters)     757.52   (feet)  ADJUSTED  
 JX0572  ___________________________________________________________________
 JX0572  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX0572  DYNAMIC HT  -         230.762 (meters)     757.09  (feet)  COMP
 JX0572  MODELED GRAV-     980,050.0   (mgal)                       NAVD 88
 JX0572
 JX0572  VERT ORDER  -  SECOND    CLASS 0
 JX0572
 JX0572.The horizontal coordinates were scaled from a topographic map and have
 JX0572.an estimated accuracy of +/- 6 seconds.
 JX0572
 JX0572.The orthometric height was determined by differential leveling
 JX0572.and adjusted by the National Geodetic Survey in June 1991..
 JX0572
 JX0572.The geoid height was determined by GEOID03.
 JX0572
 JX0572.The dynamic height is computed by dividing the NAVD 88
 JX0572.geopotential number by the normal gravity value computed on the
 JX0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0572.degrees latitude (g = 980.6199 gals.).
 JX0572
 JX0572.The modeled gravity was interpolated from observed gravity values.
 JX0572
 JX0572;                    North         East    Units  Estimated Accuracy
 JX0572;SPC WV N     -   126,710.      487,070.      MT  (+/- 180 meters Scaled)
 JX0572
 JX0572                          SUPERSEDED SURVEY CONTROL
 JX0572
 JX0572  NGVD 29 (??/??/92)  231.049  (m)          758.03   (f) ADJ UNCH    2 0
 JX0572
 JX0572.Superseded values are not recommended for survey control.
 JX0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0572.See file dsdata.txt to determine how the superseded data were derived.
 JX0572
 JX0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND158871(NAD 83)
 JX0572_MARKER: DB = BENCH MARK DISK
 JX0572_SETTING: 66 = SET IN ROCK OUTCROP
 JX0572_SP_SET: ROCK CUT
 JX0572_STAMPING: W 130 1957
 JX0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0572+STABILITY: POSITION/ELEVATION WELL
 JX0572
 JX0572  HISTORY     - Date     Condition        Report By
 JX0572  HISTORY     - 1957     MONUMENTED       CGS
 JX0572  HISTORY     - 1983     GOOD             NGS
 JX0572
 JX0572                          STATION DESCRIPTION
 JX0572
 JX0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0572'2.6 MI E FROM NEW MARTINSVILLE.
 JX0572'ABOUT 2.6 MILES EAST ALONG A BLACK TOP ROAD FOLLOWING DOOLIN
 JX0572'RUN FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 7 AT NEW
 JX0572'MARTINSVILLE, ON THE INSIDE AND AT THE EAST END OF A CURVE WITH
 JX0572'TANGENTS EXTENDING EAST AND NORTHWEST, SET VERTICALLY IN THE
 JX0572'SOUTH FACE OF A ROCK CUT, NEAR EAST END OF CUT, 26 FEET NORTH
 JX0572'OF CENTER LINE OF ROAD AND ABOUT 6 FEET ABOVE LEVEL OF ROAD.
 JX0572
 JX0572                          STATION RECOVERY (1983)
 JX0572
 JX0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1055 ***********************************************************************
 JX1055  DESIGNATION -  W 131
 JX1055  PID         -  JX1055
 JX1055  STATE/COUNTY-  WV/PLEASANTS
 JX1055  USGS QUAD   -  ELLENBORO (1975)
 JX1055
 JX1055                         *CURRENT SURVEY CONTROL
 JX1055  ___________________________________________________________________
 JX1055* NAD 83(1986)-  39 21 38.     (N)    081 01 05.     (W)     SCALED    
 JX1055* NAVD 88     -       230.794  (meters)     757.20   (feet)  ADJUSTED  
 JX1055  ___________________________________________________________________
 JX1055  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JX1055  DYNAMIC HT  -         230.654 (meters)     756.74  (feet)  COMP
 JX1055  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 JX1055
 JX1055  VERT ORDER  -  SECOND    CLASS 0
 JX1055
 JX1055.The horizontal coordinates were scaled from a topographic map and have
 JX1055.an estimated accuracy of +/- 6 seconds.
 JX1055
 JX1055.The orthometric height was determined by differential leveling
 JX1055.and adjusted by the National Geodetic Survey in June 1991..
 JX1055
 JX1055.The geoid height was determined by GEOID03.
 JX1055
 JX1055.The dynamic height is computed by dividing the NAVD 88
 JX1055.geopotential number by the normal gravity value computed on the
 JX1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1055.degrees latitude (g = 980.6199 gals.).
 JX1055
 JX1055.The modeled gravity was interpolated from observed gravity values.
 JX1055
 JX1055;                    North         East    Units  Estimated Accuracy
 JX1055;SPC WV N     -    96,640.      469,180.      MT  (+/- 180 meters Scaled)
 JX1055
 JX1055                          SUPERSEDED SURVEY CONTROL
 JX1055
 JX1055  NGVD 29 (??/??/92)  230.963  (m)          757.75   (f) ADJ UNCH    2 0
 JX1055
 JX1055.Superseded values are not recommended for survey control.
 JX1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1055.See file dsdata.txt to determine how the superseded data were derived.
 JX1055
 JX1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD984567(NAD 83)
 JX1055_MARKER: DB = BENCH MARK DISK
 JX1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1055_STAMPING: W 131 1957
 JX1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1055+STABILITY: SURFACE MOTION
 JX1055
 JX1055  HISTORY     - Date     Condition        Report By
 JX1055  HISTORY     - 1957     MONUMENTED       CGS
 JX1055
 JX1055                          STATION DESCRIPTION
 JX1055
 JX1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1055'AT HEBRON.
 JX1055'AT HEBRON, ABOUT 65 YARDS NORTHWEST AND BELOW THE METHODIST
 JX1055'CHURCH, 38 FEET NORTHWEST OF CENTER LINE OF ROAD, 214 FEET
 JX1055'NORTH-NORTHEAST OF CENTER OF JUNCTION OF ROAD SOUTH TO HIGHLAND,
 JX1055'42 1/2 FEET NORTH OF EAST CORNER OF HEMSWORTH STORE, 35 FEET
 JX1055'EAST-NORTHEAST OF NORTH CORNER OF SAME STORE, 5 FEET
 JX1055'SOUTH-SOUTHEAST OF SOUTH CORNER OF A PRIVATE BRIDGE OVER A
 JX1055'STREAM, 7 FEET SOUTHWEST OF CENTER LINE OF A DRIVE NORTHWEST, 6
 JX1055'FEET EAST-NORTHEAST OF AN 8-INCH BOX ELDER TREE, ABOUT 4 1/2 FEET
 JX1055'BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX1055'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0919 ***********************************************************************
 JX0919  DESIGNATION -  W 132
 JX0919  PID         -  JX0919
 JX0919  STATE/COUNTY-  WV/RITCHIE
 JX0919  USGS QUAD   -  SCHULTZ (1975)
 JX0919
 JX0919                         *CURRENT SURVEY CONTROL
 JX0919  ___________________________________________________________________
 JX0919* NAD 83(1986)-  39 16 25.     (N)    081 10 59.     (W)     SCALED    
 JX0919* NAVD 88     -       236.148  (meters)     774.76   (feet)  ADJUSTED  
 JX0919  ___________________________________________________________________
 JX0919  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JX0919  DYNAMIC HT  -         236.002 (meters)     774.28  (feet)  COMP
 JX0919  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 JX0919
 JX0919  VERT ORDER  -  SECOND    CLASS 0
 JX0919
 JX0919.The horizontal coordinates were scaled from a topographic map and have
 JX0919.an estimated accuracy of +/- 6 seconds.
 JX0919
 JX0919.The orthometric height was determined by differential leveling
 JX0919.and adjusted by the National Geodetic Survey in June 1991..
 JX0919
 JX0919.The geoid height was determined by GEOID03.
 JX0919
 JX0919.The dynamic height is computed by dividing the NAVD 88
 JX0919.geopotential number by the normal gravity value computed on the
 JX0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0919.degrees latitude (g = 980.6199 gals.).
 JX0919
 JX0919.The modeled gravity was interpolated from observed gravity values.
 JX0919
 JX0919;                    North         East    Units  Estimated Accuracy
 JX0919;SPC WV N     -    87,240.      454,780.      MT  (+/- 180 meters Scaled)
 JX0919
 JX0919                          SUPERSEDED SURVEY CONTROL
 JX0919
 JX0919  NGVD 29 (??/??/92)  236.320  (m)          775.33   (f) ADJ UNCH    2 0
 JX0919
 JX0919.Superseded values are not recommended for survey control.
 JX0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0919.See file dsdata.txt to determine how the superseded data were derived.
 JX0919
 JX0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD842471(NAD 83)
 JX0919_MARKER: DB = BENCH MARK DISK
 JX0919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0919_SP_SET: CULVERT
 JX0919_STAMPING: W 132 1957
 JX0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0919
 JX0919  HISTORY     - Date     Condition        Report By
 JX0919  HISTORY     - 1957     MONUMENTED       CGS
 JX0919
 JX0919                          STATION DESCRIPTION
 JX0919
 JX0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0919'3.7 MI NE FROM NUTTER FARM.
 JX0919'ABOUT 3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION
 JX0919'OF STATE HIGHWAY 31 AT NUTTER FARM, ABOUT 2.05 MILES SOUTHWEST
 JX0919'OF THE SCHOOL AT GLENDALE, ABOUT 1.15 MILES SOUTHWEST OF JUNCTION
 JX0919'OF DOUGLAS RUN ROAD LEADING NORTHWEST, IN THE TOP OF THE WEST
 JX0919'END OF THE NORTH CONCRETE HEAD WALL OF A 6-FOOT CONCRETE BOX
 JX0919'CULVERT, 23 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY, 122 FEET
 JX0919'SOUTHWEST OF SOUTHWEST CORNER OF THE L.J. RINEHART RESIDENCE, 18
 JX0919'FEET WEST OF CENTER LINE OF DRIVE AND ABOUT 1/2 FOOT BELOW
 JX0919'LEVEL OF HIGHWAY.  NOTE-- MARK IS ABOUT 7.65 MILES NORTHWEST AND
 JX0919'WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF U.S. ALTERNATE
 JX0919'50 AT PIKE, RITCHIE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0322 ***********************************************************************
 JX0322  DESIGNATION -  W 133
 JX0322  PID         -  JX0322
 JX0322  STATE/COUNTY-  WV/DODDRIDGE
 JX0322  USGS QUAD   -  SMITHBURG (1976)
 JX0322
 JX0322                         *CURRENT SURVEY CONTROL
 JX0322  ___________________________________________________________________
 JX0322* NAD 83(1986)-  39 20 08.     (N)    080 44 06.     (W)     SCALED    
 JX0322* NAVD 88     -       343.851  (meters)    1128.12   (feet)  ADJUSTED  
 JX0322  ___________________________________________________________________
 JX0322  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JX0322  DYNAMIC HT  -         343.643 (meters)    1127.44  (feet)  COMP
 JX0322  MODELED GRAV-     980,013.8   (mgal)                       NAVD 88
 JX0322
 JX0322  VERT ORDER  -  SECOND    CLASS 0
 JX0322
 JX0322.The horizontal coordinates were scaled from a topographic map and have
 JX0322.an estimated accuracy of +/- 6 seconds.
 JX0322
 JX0322.The orthometric height was determined by differential leveling
 JX0322.and adjusted by the National Geodetic Survey in June 1991..
 JX0322
 JX0322.The geoid height was determined by GEOID03.
 JX0322
 JX0322.The dynamic height is computed by dividing the NAVD 88
 JX0322.geopotential number by the normal gravity value computed on the
 JX0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0322.degrees latitude (g = 980.6199 gals.).
 JX0322
 JX0322.The modeled gravity was interpolated from observed gravity values.
 JX0322
 JX0322;                    North         East    Units  Estimated Accuracy
 JX0322;SPC WV N     -    93,490.      493,530.      MT  (+/- 180 meters Scaled)
 JX0322
 JX0322                          SUPERSEDED SURVEY CONTROL
 JX0322
 JX0322  NGVD 29 (??/??/92)  344.010  (m)         1128.64   (f) ADJ UNCH    2 0
 JX0322
 JX0322.Superseded values are not recommended for survey control.
 JX0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0322.See file dsdata.txt to determine how the superseded data were derived.
 JX0322
 JX0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND228540(NAD 83)
 JX0322_MARKER: DB = BENCH MARK DISK
 JX0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0322_STAMPING: W 133 1957
 JX0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0322+STABILITY: SURFACE MOTION
 JX0322
 JX0322  HISTORY     - Date     Condition        Report By
 JX0322  HISTORY     - 1957     MONUMENTED       CGS
 JX0322
 JX0322                          STATION DESCRIPTION
 JX0322
 JX0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0322'5 MI NE FROM WEST UNION.
 JX0322'ABOUT 1.35 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE
 JX0322'BALTIMORE AND OHIO RAILROAD STATION AT WEST UNION, THENCE ABOUT
 JX0322'2.9 MILES NORTHEAST ALONG A BLACK TOP ROAD, THENCE ABOUT 0.3
 JX0322'MILE WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.4 MILE NORTH ALONG
 JX0322'A DIRT ROAD, 25 FEET SOUTHEAST OF CENTER LINE OF ROAD, 55 FEET
 JX0322'SOUTH OF CENTER OF A DIM CROSSROAD, 12 FEET SOUTHWEST OF CENTER
 JX0322'LINE OF DIM ROAD SOUTHEAST, 7 FEET EAST-NORTHEAST OF A TELEPHONE
 JX0322'POLE AND AT TOP OF RIDGE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 JX0322'POST, ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 JX0322'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0376 ***********************************************************************
 JX0376  DESIGNATION -  W 134
 JX0376  PID         -  JX0376
 JX0376  STATE/COUNTY-  WV/DODDRIDGE
 JX0376  USGS QUAD   -  CENTER POINT (1976)
 JX0376
 JX0376                         *CURRENT SURVEY CONTROL
 JX0376  ___________________________________________________________________
 JX0376* NAD 83(1986)-  39 24 11.     (N)    080 42 55.     (W)     SCALED    
 JX0376* NAVD 88     -       227.423  (meters)     746.14   (feet)  ADJUSTED  
 JX0376  ___________________________________________________________________
 JX0376  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JX0376  DYNAMIC HT  -         227.288 (meters)     745.69  (feet)  COMP
 JX0376  MODELED GRAV-     980,025.3   (mgal)                       NAVD 88
 JX0376
 JX0376  VERT ORDER  -  SECOND    CLASS 0
 JX0376
 JX0376.The horizontal coordinates were scaled from a topographic map and have
 JX0376.an estimated accuracy of +/- 6 seconds.
 JX0376
 JX0376.The orthometric height was determined by differential leveling
 JX0376.and adjusted by the National Geodetic Survey in June 1991..
 JX0376
 JX0376.The geoid height was determined by GEOID03.
 JX0376
 JX0376.The dynamic height is computed by dividing the NAVD 88
 JX0376.geopotential number by the normal gravity value computed on the
 JX0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0376.degrees latitude (g = 980.6199 gals.).
 JX0376
 JX0376.The modeled gravity was interpolated from observed gravity values.
 JX0376
 JX0376;                    North         East    Units  Estimated Accuracy
 JX0376;SPC WV N     -   100,960.      495,330.      MT  (+/- 180 meters Scaled)
 JX0376
 JX0376                          SUPERSEDED SURVEY CONTROL
 JX0376
 JX0376  NGVD 29 (??/??/92)  227.584  (m)          746.67   (f) ADJ UNCH    2 0
 JX0376
 JX0376.Superseded values are not recommended for survey control.
 JX0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0376.See file dsdata.txt to determine how the superseded data were derived.
 JX0376
 JX0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND245615(NAD 83)
 JX0376_MARKER: DB = BENCH MARK DISK
 JX0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0376_STAMPING: W 134 1957
 JX0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0376+STABILITY: SURFACE MOTION
 JX0376
 JX0376  HISTORY     - Date     Condition        Report By
 JX0376  HISTORY     - 1957     MONUMENTED       CGS
 JX0376
 JX0376                          STATION DESCRIPTION
 JX0376
 JX0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0376'3.2 MI NW FROM ASHLEY.
 JX0376'ABOUT 3.25 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE
 JX0376'BRIDGE OVER BROAD RUN AT ASHLEY, ABOUT 3.55 MILES EAST OF THE
 JX0376'POST OFFICE AT SHIRLEY, 29 FEET EAST-NORTHEAST OF CENTER LINE
 JX0376'OF HIGHWAY, 274 FEET SOUTHEAST OF SOUTHEAST CORNER OF A 40-FOOT
 JX0376'CONCRETE BRIDGE OVER ELKLICK RUN, 39 FEET NORTHEAST OF CENTER OF
 JX0376'JUNCTION OF HIGHWAY AND A ROAD NORTHEAST, 1 FOOT SOUTH OF SOUTHEAST
 JX0376'CORNER OF A SCHOOL SHELTER HOUSE, 1 FOOT SOUTHEAST OF A WHITE
 JX0376'WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE LEVEL OF HIGHWAY AND
 JX0376'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0419 ***********************************************************************
 JX0419  DESIGNATION -  W 135
 JX0419  PID         -  JX0419
 JX0419  STATE/COUNTY-  WV/TYLER
 JX0419  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0419
 JX0419                         *CURRENT SURVEY CONTROL
 JX0419  ___________________________________________________________________
 JX0419* NAD 83(1986)-  39 27 44.     (N)    080 54 25.     (W)     SCALED    
 JX0419* NAVD 88     -       293.400  (meters)     962.60   (feet)  ADJUSTED  
 JX0419  ___________________________________________________________________
 JX0419  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX0419  DYNAMIC HT  -         293.221 (meters)     962.01  (feet)  COMP
 JX0419  MODELED GRAV-     980,009.9   (mgal)                       NAVD 88
 JX0419
 JX0419  VERT ORDER  -  SECOND    CLASS 0
 JX0419
 JX0419.The horizontal coordinates were scaled from a topographic map and have
 JX0419.an estimated accuracy of +/- 6 seconds.
 JX0419
 JX0419.The orthometric height was determined by differential leveling
 JX0419.and adjusted by the National Geodetic Survey in June 1991..
 JX0419
 JX0419.The geoid height was determined by GEOID03.
 JX0419
 JX0419.The dynamic height is computed by dividing the NAVD 88
 JX0419.geopotential number by the normal gravity value computed on the
 JX0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0419.degrees latitude (g = 980.6199 gals.).
 JX0419
 JX0419.The modeled gravity was interpolated from observed gravity values.
 JX0419
 JX0419;                    North         East    Units  Estimated Accuracy
 JX0419;SPC WV N     -   107,770.      478,930.      MT  (+/- 180 meters Scaled)
 JX0419
 JX0419                          SUPERSEDED SURVEY CONTROL
 JX0419
 JX0419  NGVD 29 (??/??/92)  293.562  (m)          963.13   (f) ADJ UNCH    2 0
 JX0419
 JX0419.Superseded values are not recommended for survey control.
 JX0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0419.See file dsdata.txt to determine how the superseded data were derived.
 JX0419
 JX0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND080680(NAD 83)
 JX0419_MARKER: DB = BENCH MARK DISK
 JX0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0419_STAMPING: W 135 1957
 JX0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0419+STABILITY: SURFACE MOTION
 JX0419
 JX0419  HISTORY     - Date     Condition        Report By
 JX0419  HISTORY     - 1957     MONUMENTED       CGS
 JX0419
 JX0419                          STATION DESCRIPTION
 JX0419
 JX0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0419'2.8 MI S FROM MIDDLEBOURNE.
 JX0419'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 18 FROM THE COURT HOUSE
 JX0419'AT MIDDLEBOURNE, THENCE ABOUT 2.6 MILES SOUTH ALONG A BLACK TOP
 JX0419'ROAD, ABOUT 1.3 MILES NORTH OF ASH CHURCH AND CEMETERY, ON THE
 JX0419'NORTH SIDE OF A KNOLL WHICH EXTENDS WEST FROM ROAD, 25 FEET WEST
 JX0419'OF CENTER LINE OF ROAD, 40 FEET NORTH OF A TELEPHONE CABLE POLE
 JX0419'(THE SECOND POLE SOUTH OF POLE NO. 5/50), 1 FOOT EAST OF A FENCE
 JX0419'LINE, 2 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT 1 1/2 FEET
 JX0419'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX0419'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0399 ***********************************************************************
 JX0399  DESIGNATION -  W 136
 JX0399  PID         -  JX0399
 JX0399  STATE/COUNTY-  WV/WETZEL
 JX0399  USGS QUAD   -  CENTER POINT (1976)
 JX0399
 JX0399                         *CURRENT SURVEY CONTROL
 JX0399  ___________________________________________________________________
 JX0399* NAD 83(1986)-  39 28 38.     (N)    080 38 40.     (W)     SCALED    
 JX0399* NAVD 88     -       297.384  (meters)     975.67   (feet)  ADJUSTED  
 JX0399  ___________________________________________________________________
 JX0399  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JX0399  DYNAMIC HT  -         297.207 (meters)     975.09  (feet)  COMP
 JX0399  MODELED GRAV-     980,025.5   (mgal)                       NAVD 88
 JX0399
 JX0399  VERT ORDER  -  SECOND    CLASS 0
 JX0399
 JX0399.The horizontal coordinates were scaled from a topographic map and have
 JX0399.an estimated accuracy of +/- 6 seconds.
 JX0399
 JX0399.The orthometric height was determined by differential leveling
 JX0399.and adjusted by the National Geodetic Survey in June 1991..
 JX0399
 JX0399.The geoid height was determined by GEOID03.
 JX0399
 JX0399.The dynamic height is computed by dividing the NAVD 88
 JX0399.geopotential number by the normal gravity value computed on the
 JX0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0399.degrees latitude (g = 980.6199 gals.).
 JX0399
 JX0399.The modeled gravity was interpolated from observed gravity values.
 JX0399
 JX0399;                    North         East    Units  Estimated Accuracy
 JX0399;SPC WV N     -   109,120.      501,540.      MT  (+/- 180 meters Scaled)
 JX0399
 JX0399                          SUPERSEDED SURVEY CONTROL
 JX0399
 JX0399  NGVD 29 (??/??/92)  297.541  (m)          976.18   (f) ADJ UNCH    2 0
 JX0399
 JX0399.Superseded values are not recommended for survey control.
 JX0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0399.See file dsdata.txt to determine how the superseded data were derived.
 JX0399
 JX0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND305697(NAD 83)
 JX0399_MARKER: DB = BENCH MARK DISK
 JX0399_SETTING: 66 = SET IN ROCK OUTCROP
 JX0399_SP_SET: ROCK
 JX0399_STAMPING: W 136 1957
 JX0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0399+STABILITY: POSITION/ELEVATION WELL
 JX0399
 JX0399  HISTORY     - Date     Condition        Report By
 JX0399  HISTORY     - 1957     MONUMENTED       CGS
 JX0399
 JX0399                          STATION DESCRIPTION
 JX0399
 JX0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0399'4.6 MI S FROM JACKSONBURG.
 JX0399'ABOUT 4.6 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE BALTIMORE
 JX0399'AND OHIO RAILROAD STATION AT JACKSONBURG, ABOUT 0.6 MILE NORTH
 JX0399'OF THE WETZEL-TYLER COUNTY LINE, 120 FEET SOUTHWEST OF THE WEST
 JX0399'END OF A 60-INCH PIPE CULVERT UNDER ROAD, SET VERTICALLY IN THE
 JX0399'EAST FACE OF A PROJECTION OF ROCK THAT IS PART OF A HIGH BANK
 JX0399'ON WEST SIDE OF A STREAM, 57 FEET WEST AND ACROSS STREAM FROM
 JX0399'CENTER LINE OF ROAD AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0389 ***********************************************************************
 JX0389  DESIGNATION -  W 137
 JX0389  PID         -  JX0389
 JX0389  STATE/COUNTY-  WV/HARRISON
 JX0389  USGS QUAD   -  FOLSOM (1976)
 JX0389
 JX0389                         *CURRENT SURVEY CONTROL
 JX0389  ___________________________________________________________________
 JX0389* NAD 83(1986)-  39 24 49.     (N)    080 32 10.     (W)     SCALED    
 JX0389* NAVD 88     -       392.620  (meters)    1288.12   (feet)  ADJUSTED  
 JX0389  ___________________________________________________________________
 JX0389  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JX0389  DYNAMIC HT  -         392.383 (meters)    1287.34  (feet)  COMP
 JX0389  MODELED GRAV-     980,010.8   (mgal)                       NAVD 88
 JX0389
 JX0389  VERT ORDER  -  SECOND    CLASS 0
 JX0389
 JX0389.The horizontal coordinates were scaled from a topographic map and have
 JX0389.an estimated accuracy of +/- 6 seconds.
 JX0389
 JX0389.The orthometric height was determined by differential leveling
 JX0389.and adjusted by the National Geodetic Survey in June 1991..
 JX0389
 JX0389.The geoid height was determined by GEOID03.
 JX0389
 JX0389.The dynamic height is computed by dividing the NAVD 88
 JX0389.geopotential number by the normal gravity value computed on the
 JX0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0389.degrees latitude (g = 980.6199 gals.).
 JX0389
 JX0389.The modeled gravity was interpolated from observed gravity values.
 JX0389
 JX0389;                    North         East    Units  Estimated Accuracy
 JX0389;SPC WV N     -   101,940.      510,780.      MT  (+/- 180 meters Scaled)
 JX0389
 JX0389                          SUPERSEDED SURVEY CONTROL
 JX0389
 JX0389  NGVD 29 (??/??/92)  392.774  (m)         1288.63   (f) ADJ UNCH    2 0
 JX0389
 JX0389.Superseded values are not recommended for survey control.
 JX0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0389.See file dsdata.txt to determine how the superseded data were derived.
 JX0389
 JX0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND399627(NAD 83)
 JX0389_MARKER: DB = BENCH MARK DISK
 JX0389_SETTING: 66 = SET IN ROCK OUTCROP
 JX0389_SP_SET: ROCK
 JX0389_STAMPING: W 137 1957
 JX0389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0389+STABILITY: POSITION/ELEVATION WELL
 JX0389
 JX0389  HISTORY     - Date     Condition        Report By
 JX0389  HISTORY     - 1957     MONUMENTED       CGS
 JX0389
 JX0389                          STATION DESCRIPTION
 JX0389
 JX0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0389'2.9 MI SW FROM RINEHART.
 JX0389'ABOUT 0.95 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0389'FROM THE ROAD CROSSING AT RINEHART, THENCE 1.4 MILES WEST ALONG
 JX0389'LITTLE TEN MILE CREEK ROAD, THENCE ABOUT 0.55 MILE NORTHWEST AND
 JX0389'WEST ALONG A ROAD LEADING OVER GAP INTO SYCAMORE FORK, ABOUT
 JX0389'0.1 MILE EAST OF THE TOP OF GAP AND THE DODDRIDGE-HARRISON
 JX0389'COUNTY LINE, SET VERTICALLY IN THE SOUTHEAST FACE OF A 3 BY 10
 JX0389'FOOT SOLID ROCK AND INSIDE OF CORNER FORMED BY ANOTHER ROCK, ON
 JX0389'THE INSIDE OF A CURVE IN ROAD, 18 FEET NORTH OF CENTER LINE OF
 JX0389'ROAD AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD AND 1 FOOT ABOVE
 JX0389'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0235 ***********************************************************************
 JX0235  DESIGNATION -  W 138
 JX0235  PID         -  JX0235
 JX0235  STATE/COUNTY-  WV/WETZEL
 JX0235  USGS QUAD   -  FOLSOM (1976)
 JX0235
 JX0235                         *CURRENT SURVEY CONTROL
 JX0235  ___________________________________________________________________
 JX0235* NAD 83(1986)-  39 27 23.     (N)    080 31 10.     (W)     SCALED    
 JX0235* NAVD 88     -       306.260  (meters)    1004.79   (feet)  ADJUSTED  
 JX0235  ___________________________________________________________________
 JX0235  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JX0235  DYNAMIC HT  -         306.075 (meters)    1004.18  (feet)  COMP
 JX0235  MODELED GRAV-     980,016.9   (mgal)                       NAVD 88
 JX0235
 JX0235  VERT ORDER  -  SECOND    CLASS 0
 JX0235
 JX0235.The horizontal coordinates were scaled from a topographic map and have
 JX0235.an estimated accuracy of +/- 6 seconds.
 JX0235
 JX0235.The orthometric height was determined by differential leveling
 JX0235.and adjusted by the National Geodetic Survey in June 1991..
 JX0235
 JX0235.The geoid height was determined by GEOID03.
 JX0235
 JX0235.The dynamic height is computed by dividing the NAVD 88
 JX0235.geopotential number by the normal gravity value computed on the
 JX0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0235.degrees latitude (g = 980.6199 gals.).
 JX0235
 JX0235.The modeled gravity was interpolated from observed gravity values.
 JX0235
 JX0235;                    North         East    Units  Estimated Accuracy
 JX0235;SPC WV N     -   106,670.      512,270.      MT  (+/- 180 meters Scaled)
 JX0235
 JX0235                          SUPERSEDED SURVEY CONTROL
 JX0235
 JX0235  NGVD 29 (??/??/92)  306.417  (m)         1005.30   (f) ADJ UNCH    2 0
 JX0235
 JX0235.Superseded values are not recommended for survey control.
 JX0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0235.See file dsdata.txt to determine how the superseded data were derived.
 JX0235
 JX0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND413675(NAD 83)
 JX0235_MARKER: DB = BENCH MARK DISK
 JX0235_SETTING: 66 = SET IN ROCK OUTCROP
 JX0235_SP_SET: CUT
 JX0235_STAMPING: W 138 1957
 JX0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0235+STABILITY: POSITION/ELEVATION WELL
 JX0235
 JX0235  HISTORY     - Date     Condition        Report By
 JX0235  HISTORY     - 1957     MONUMENTED       CGS
 JX0235
 JX0235                          STATION DESCRIPTION
 JX0235
 JX0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0235'4.1 MI SE FROM SMITHFIELD.
 JX0235'ABOUT 4.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0235'FROM THE STATION AT SMITHFIELD, ABOUT 105 YARDS SOUTH OF CROSSING
 JX0235'OF A DIRT ROAD WHICH PARALLELS THE TRACK, NEAR MILEAGE POLE NO.
 JX0235'33+21, SET VERTICALLY IN THE WEST FACE OF A ROCK CUT ON EAST SIDE
 JX0235'OF ROAD, 13 FEET EAST OF CENTER LINE OF ROAD, 75 FEET SOUTHEAST
 JX0235'AND ACROSS ROAD FROM THE SOUTHEAST RAIL AND ABOUT 2 FEET ABOVE
 JX0235'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0631 ***********************************************************************
 JX0631  DESIGNATION -  W 139
 JX0631  PID         -  JX0631
 JX0631  STATE/COUNTY-  WV/TYLER
 JX0631  USGS QUAD   -  PORTERS FALLS (1976)
 JX0631
 JX0631                         *CURRENT SURVEY CONTROL
 JX0631  ___________________________________________________________________
 JX0631* NAD 83(1986)-  39 30 32.     (N)    080 45 17.     (W)     SCALED    
 JX0631* NAVD 88     -       280.282  (meters)     919.56   (feet)  ADJUSTED  
 JX0631  ___________________________________________________________________
 JX0631  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JX0631  DYNAMIC HT  -         280.118 (meters)     919.02  (feet)  COMP
 JX0631  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 JX0631
 JX0631  VERT ORDER  -  SECOND    CLASS 0
 JX0631
 JX0631.The horizontal coordinates were scaled from a topographic map and have
 JX0631.an estimated accuracy of +/- 6 seconds.
 JX0631
 JX0631.The orthometric height was determined by differential leveling
 JX0631.and adjusted by the National Geodetic Survey in June 1991..
 JX0631
 JX0631.The geoid height was determined by GEOID03.
 JX0631
 JX0631.The dynamic height is computed by dividing the NAVD 88
 JX0631.geopotential number by the normal gravity value computed on the
 JX0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0631.degrees latitude (g = 980.6199 gals.).
 JX0631
 JX0631.The modeled gravity was interpolated from observed gravity values.
 JX0631
 JX0631;                    North         East    Units  Estimated Accuracy
 JX0631;SPC WV N     -   112,760.      492,100.      MT  (+/- 180 meters Scaled)
 JX0631
 JX0631                          SUPERSEDED SURVEY CONTROL
 JX0631
 JX0631  NGVD 29 (??/??/92)  280.443  (m)          920.09   (f) ADJ UNCH    2 0
 JX0631
 JX0631.Superseded values are not recommended for survey control.
 JX0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0631.See file dsdata.txt to determine how the superseded data were derived.
 JX0631
 JX0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND210732(NAD 83)
 JX0631_MARKER: DB = BENCH MARK DISK
 JX0631_SETTING: 66 = SET IN ROCK OUTCROP
 JX0631_SP_SET: ROCK CLIFF
 JX0631_STAMPING: W 139 1957
 JX0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0631+STABILITY: POSITION/ELEVATION WELL
 JX0631
 JX0631  HISTORY     - Date     Condition        Report By
 JX0631  HISTORY     - 1957     MONUMENTED       CGS
 JX0631
 JX0631                          STATION DESCRIPTION
 JX0631
 JX0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0631'2.4 MI E FROM IUKA.
 JX0631'ABOUT 1.4 MILES EAST ALONG ELK FORK ROAD FROM THE UNITED
 JX0631'BRETHREN CHURCH AT IUKA, THENCE ABOUT 0.95 MILE NORTHEAST ALONG
 JX0631'DANIELS RUN ROAD AND A NARROW DIRT ROAD, ABOUT 110 YARDS WEST
 JX0631'OF THE EAST END OF A CLEARING, SET VERTICALLY IN THE SOUTH FACE
 JX0631'OF A ROCK CLIFF AT A POINT WHERE DIRT ROAD FOLLOWS ALONG THE
 JX0631'NORTH SIDE OF A SMALL CLEARING, 10 FEET NORTH OF CENTER LINE
 JX0631'OF ROAD AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0526 ***********************************************************************
 HX0526  DESIGNATION -  W 14
 HX0526  PID         -  HX0526
 HX0526  STATE/COUNTY-  WV/WEBSTER
 HX0526  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0526
 HX0526                         *CURRENT SURVEY CONTROL
 HX0526  ___________________________________________________________________
 HX0526* NAD 83(1986)-  38 28 41.     (N)    080 24 42.     (W)     SCALED    
 HX0526* NAVD 88     -       450.910  (meters)    1479.36   (feet)  ADJUSTED  
 HX0526  ___________________________________________________________________
 HX0526  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HX0526  DYNAMIC HT  -         450.579 (meters)    1478.27  (feet)  COMP
 HX0526  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 HX0526
 HX0526  VERT ORDER  -  SECOND    CLASS 0
 HX0526
 HX0526.The horizontal coordinates were scaled from a topographic map and have
 HX0526.an estimated accuracy of +/- 6 seconds.
 HX0526
 HX0526.The orthometric height was determined by differential leveling
 HX0526.and adjusted by the National Geodetic Survey in June 1991..
 HX0526
 HX0526.The geoid height was determined by GEOID03.
 HX0526
 HX0526.The dynamic height is computed by dividing the NAVD 88
 HX0526.geopotential number by the normal gravity value computed on the
 HX0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0526.degrees latitude (g = 980.6199 gals.).
 HX0526
 HX0526.The modeled gravity was interpolated from observed gravity values.
 HX0526
 HX0526;                    North         East    Units  Estimated Accuracy
 HX0526;SPC WV S     -   164,210.      651,330.      MT  (+/- 180 meters Scaled)
 HX0526
 HX0526                          SUPERSEDED SURVEY CONTROL
 HX0526
 HX0526  NGVD 29 (??/??/92)  451.080  (m)         1479.92   (f) ADJ UNCH    2 0
 HX0526
 HX0526.Superseded values are not recommended for survey control.
 HX0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0526.See file dsdata.txt to determine how the superseded data were derived.
 HX0526
 HX0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC513590(NAD 83)
 HX0526_MARKER: DB = BENCH MARK DISK
 HX0526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0526_SP_SET: FOUNDATION
 HX0526_STAMPING: W 14 1934
 HX0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0526
 HX0526  HISTORY     - Date     Condition        Report By
 HX0526  HISTORY     - 1934     MONUMENTED       CGS
 HX0526  HISTORY     - 1962     GOOD             NGS
 HX0526
 HX0526                          STATION DESCRIPTION
 HX0526
 HX0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0526'AT WEBSTER SPRINGS.
 HX0526'AT WEBSTER SPRINGS, AT THE JUNCTION OF MAIN STREET AND COURT
 HX0526'SQUARE, 3.3 FEET ABOVE SIDEWALK LEVEL, 0.4 FEET NORTHEAST OF
 HX0526'SOUTH CORNER OF BUILDING, AND SET VERTICALLY IN SOUTHEAST FACE
 HX0526'OF SOUTH CORNER OF STONE FOUNDATION OF TAN BRICK WEBSTER SPRINGS
 HX0526'NATIONAL BANK BUILDING (FORMERLY FIRST NATIONAL BANK BUILDING).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0599 ***********************************************************************
 HY0599  DESIGNATION -  W 140
 HY0599  PID         -  HY0599
 HY0599  STATE/COUNTY-  WV/LINCOLN
 HY0599  USGS QUAD   -  HAMLIN (1989)
 HY0599
 HY0599                         *CURRENT SURVEY CONTROL
 HY0599  ___________________________________________________________________
 HY0599* NAD 83(1986)-  38 16 15.     (N)    082 07 16.     (W)     SCALED    
 HY0599* NAVD 88     -       195.659  (meters)     641.92   (feet)  ADJUSTED  
 HY0599  ___________________________________________________________________
 HY0599  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HY0599  DYNAMIC HT  -         195.522 (meters)     641.48  (feet)  COMP
 HY0599  MODELED GRAV-     979,922.6   (mgal)                       NAVD 88
 HY0599
 HY0599  VERT ORDER  -  SECOND    CLASS 0
 HY0599
 HY0599.The horizontal coordinates were scaled from a topographic map and have
 HY0599.an estimated accuracy of +/- 6 seconds.
 HY0599
 HY0599.The orthometric height was determined by differential leveling
 HY0599.and adjusted by the National Geodetic Survey in June 1991..
 HY0599
 HY0599.The geoid height was determined by GEOID03.
 HY0599
 HY0599.The dynamic height is computed by dividing the NAVD 88
 HY0599.geopotential number by the normal gravity value computed on the
 HY0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0599.degrees latitude (g = 980.6199 gals.).
 HY0599
 HY0599.The modeled gravity was interpolated from observed gravity values.
 HY0599
 HY0599;                    North         East    Units  Estimated Accuracy
 HY0599;SPC WV S     -   141,640.      501,900.      MT  (+/- 180 meters Scaled)
 HY0599
 HY0599                          SUPERSEDED SURVEY CONTROL
 HY0599
 HY0599  NGVD 29 (??/??/92)  195.863  (m)          642.59   (f) ADJ UNCH    2 0
 HY0599
 HY0599.Superseded values are not recommended for survey control.
 HY0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0599.See file dsdata.txt to determine how the superseded data were derived.
 HY0599
 HY0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC019364(NAD 83)
 HY0599_MARKER: DB = BENCH MARK DISK
 HY0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0599_SP_SET: CULVERT
 HY0599_STAMPING: W 140 1957
 HY0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0599
 HY0599  HISTORY     - Date     Condition        Report By
 HY0599  HISTORY     - 1957     MONUMENTED       CGS
 HY0599
 HY0599                          STATION DESCRIPTION
 HY0599
 HY0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0599'5.1 MI N FROM MYRA.
 HY0599'ABOUT 5.1 MILE NORTH ALONG BLACKTOP ROAD FROM THE POST OFFICE
 HY0599'AT MYRA, 33 FEET SOUTHEAST AND ACROSS THE ROAD FROM POWER POLE
 HY0599'NUMBER 2219-176, 11 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HY0599'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
 HY0599'STONE AND CONCRETE BOX CULVERT UNDER THE ROAD, AND ABOUT 1/2 FOOT
 HY0599'ABOVE THE LEVEL OF THE BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0300 ***********************************************************************
 JX0300  DESIGNATION -  W 141
 JX0300  PID         -  JX0300
 JX0300  STATE/COUNTY-  WV/TYLER
 JX0300  USGS QUAD   -  PENNSBORO (1987)
 JX0300
 JX0300                         *CURRENT SURVEY CONTROL
 JX0300  ___________________________________________________________________
 JX0300* NAD 83(1986)-  39 21 40.     (N)    080 52 43.     (W)     SCALED    
 JX0300* NAVD 88     -       289.562  (meters)     950.00   (feet)  ADJUSTED  
 JX0300  ___________________________________________________________________
 JX0300  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JX0300  DYNAMIC HT  -         289.382 (meters)     949.41  (feet)  COMP
 JX0300  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 JX0300
 JX0300  VERT ORDER  -  SECOND    CLASS 0
 JX0300
 JX0300.The horizontal coordinates were scaled from a topographic map and have
 JX0300.an estimated accuracy of +/- 6 seconds.
 JX0300
 JX0300.The orthometric height was determined by differential leveling
 JX0300.and adjusted by the National Geodetic Survey in June 1991..
 JX0300
 JX0300.The geoid height was determined by GEOID03.
 JX0300
 JX0300.The dynamic height is computed by dividing the NAVD 88
 JX0300.geopotential number by the normal gravity value computed on the
 JX0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0300.degrees latitude (g = 980.6199 gals.).
 JX0300
 JX0300.The modeled gravity was interpolated from observed gravity values.
 JX0300
 JX0300;                    North         East    Units  Estimated Accuracy
 JX0300;SPC WV N     -    96,510.      481,200.      MT  (+/- 180 meters Scaled)
 JX0300
 JX0300                          SUPERSEDED SURVEY CONTROL
 JX0300
 JX0300  NGVD 29 (??/??/92)  289.726  (m)          950.54   (f) ADJ UNCH    2 0
 JX0300
 JX0300.Superseded values are not recommended for survey control.
 JX0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0300.See file dsdata.txt to determine how the superseded data were derived.
 JX0300
 JX0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND104568(NAD 83)
 JX0300_MARKER: DB = BENCH MARK DISK
 JX0300_SETTING: 66 = SET IN ROCK OUTCROP
 JX0300_SP_SET: LEDGE
 JX0300_STAMPING: W 141 1957
 JX0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0300+STABILITY: POSITION/ELEVATION WELL
 JX0300
 JX0300  HISTORY     - Date     Condition        Report By
 JX0300  HISTORY     - 1957     MONUMENTED       CGS
 JX0300
 JX0300                          STATION DESCRIPTION
 JX0300
 JX0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0300'2.4 MI NE FROM MOUNTAIN.
 JX0300'ABOUT 2.35 MILES NORTHEAST ALONG STATE HIGHWAY 74 FROM THE UNION
 JX0300'CHAPEL AT MOUNTAIN, ABOUT 0.35 MILE NORTHEAST OF THE
 JX0300'RITCHIE-TYLER COUNTY LINE, IN THE TOP OF AN OUTCROPPING LEDGE OF
 JX0300'ROCK, 25 1/2 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 287 FEET
 JX0300'NORTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND A FARM DRIVE NORTH,
 JX0300'4 3/4 FEET SOUTHWEST AND ABOUT LEVEL WITH A 12-INCH TRIANGLE
 JX0300'CHISELED IN FACE OF LEDGE AND 3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0263 ***********************************************************************
 GY0263  DESIGNATION -  W 142
 GY0263  PID         -  GY0263
 GY0263  STATE/COUNTY-  WV/MINGO
 GY0263  USGS QUAD   -  DELBARTON (1976)
 GY0263
 GY0263                         *CURRENT SURVEY CONTROL
 GY0263  ___________________________________________________________________
 GY0263* NAD 83(1986)-  37 41 50.     (N)    082 11 01.     (W)     SCALED    
 GY0263* NAVD 88     -       235.187  (meters)     771.61   (feet)  ADJUSTED  
 GY0263  ___________________________________________________________________
 GY0263  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GY0263  DYNAMIC HT  -         235.014 (meters)     771.04  (feet)  COMP
 GY0263  MODELED GRAV-     979,886.5   (mgal)                       NAVD 88
 GY0263
 GY0263  VERT ORDER  -  SECOND    CLASS 0
 GY0263
 GY0263.The horizontal coordinates were scaled from a topographic map and have
 GY0263.an estimated accuracy of +/- 6 seconds.
 GY0263
 GY0263.The orthometric height was determined by differential leveling
 GY0263.and adjusted by the National Geodetic Survey in June 1991..
 GY0263
 GY0263.The geoid height was determined by GEOID03.
 GY0263
 GY0263.The dynamic height is computed by dividing the NAVD 88
 GY0263.geopotential number by the normal gravity value computed on the
 GY0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0263.degrees latitude (g = 980.6199 gals.).
 GY0263
 GY0263.The modeled gravity was interpolated from observed gravity values.
 GY0263
 GY0263;                    North         East    Units  Estimated Accuracy
 GY0263;SPC WV S     -    78,050.      495,620.      MT  (+/- 180 meters Scaled)
 GY0263
 GY0263                          SUPERSEDED SURVEY CONTROL
 GY0263
 GY0263  NGVD 29 (??/??/92)  235.414  (m)          772.35   (f) ADJ UNCH    2 0
 GY0263
 GY0263.Superseded values are not recommended for survey control.
 GY0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0263.See file dsdata.txt to determine how the superseded data were derived.
 GY0263
 GY0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB956728(NAD 83)
 GY0263_MARKER: DB = BENCH MARK DISK
 GY0263_SETTING: 66 = SET IN ROCK OUTCROP
 GY0263_SP_SET: ROCK LEDGE
 GY0263_STAMPING: W 142 1957
 GY0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0263+STABILITY: POSITION/ELEVATION WELL
 GY0263
 GY0263  HISTORY     - Date     Condition        Report By
 GY0263  HISTORY     - 1957     MONUMENTED       CGS
 GY0263
 GY0263                          STATION DESCRIPTION
 GY0263
 GY0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0263'3.5 MI NW FROM TAYLORSVILLE.
 GY0263'ABOUT 3.5 MILES NORTHWEST ALONG U.S. HIGHWAY 119 FROM THE
 GY0263'JUNCTION OF RED JACKET ROAD AT TAYLORSVILLE, ABOUT 0.45 MILE
 GY0263'SOUTHEAST OF JUNCTION OF STATE HIGHWAY 65 S LEADING NORTH TO
 GY0263'BELO, SET VERTICALLY IN FACE OF AN OUTCROPPING ROCK LEDGE, 22
 GY0263'FEET WEST OF CENTER LINE OF HIGHWAY, 124 FEET NORTH OF NORTH
 GY0263'END OF WEST BRIDGE RAILING OF HIGHWAY BRIDGE OVER PIGEON CREEK,
 GY0263'11 FEET EAST-NORTHEAST AND BELOW A 14-INCH HICKORY TREE, AND
 GY0263'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0312 ***********************************************************************
 GY0312  DESIGNATION -  W 143
 GY0312  PID         -  GY0312
 GY0312  STATE/COUNTY-  WV/LOGAN
 GY0312  USGS QUAD   -  HOLDEN (1989)
 GY0312
 GY0312                         *CURRENT SURVEY CONTROL
 GY0312  ___________________________________________________________________
 GY0312* NAD 83(1986)-  37 45 07.     (N)    082 05 32.     (W)     SCALED    
 GY0312* NAVD 88     -       351.803  (meters)    1154.21   (feet)  ADJUSTED  
 GY0312  ___________________________________________________________________
 GY0312  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GY0312  DYNAMIC HT  -         351.543 (meters)    1153.35  (feet)  COMP
 GY0312  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 GY0312
 GY0312  VERT ORDER  -  SECOND    CLASS 0
 GY0312
 GY0312.The horizontal coordinates were scaled from a topographic map and have
 GY0312.an estimated accuracy of +/- 6 seconds.
 GY0312
 GY0312.The orthometric height was determined by differential leveling
 GY0312.and adjusted by the National Geodetic Survey in June 1991..
 GY0312
 GY0312.The geoid height was determined by GEOID03.
 GY0312
 GY0312.The dynamic height is computed by dividing the NAVD 88
 GY0312.geopotential number by the normal gravity value computed on the
 GY0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0312.degrees latitude (g = 980.6199 gals.).
 GY0312
 GY0312.The modeled gravity was interpolated from observed gravity values.
 GY0312
 GY0312;                    North         East    Units  Estimated Accuracy
 GY0312;SPC WV S     -    84,020.      503,750.      MT  (+/- 180 meters Scaled)
 GY0312
 GY0312                          SUPERSEDED SURVEY CONTROL
 GY0312
 GY0312  NGVD 29 (??/??/92)  352.015  (m)         1154.90   (f) ADJ UNCH    2 0
 GY0312
 GY0312.Superseded values are not recommended for survey control.
 GY0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0312.See file dsdata.txt to determine how the superseded data were derived.
 GY0312
 GY0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB037788(NAD 83)
 GY0312_MARKER: DB = BENCH MARK DISK
 GY0312_SETTING: 66 = SET IN ROCK OUTCROP
 GY0312_SP_SET: ROCK LEDGE
 GY0312_STAMPING: W 143 1957
 GY0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0312+STABILITY: POSITION/ELEVATION WELL
 GY0312
 GY0312  HISTORY     - Date     Condition        Report By
 GY0312  HISTORY     - 1957     MONUMENTED       CGS
 GY0312
 GY0312                          STATION DESCRIPTION
 GY0312
 GY0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0312'5.8 MI W FROM OMAR.
 GY0312'ABOUT 5.05 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GY0312'THE HIGH SCHOOL AT OMAR TO MINE 22 TIPPLE, THENCE ABOUT 0.8
 GY0312'MILE WEST ALONG A PAVED ROAD, SET IN THE TOP OF AN OUTCROPPING
 GY0312'ROCK LEDGE ABOUT 12 BY 9 FEET BY 8 FEET HIGH, 32 FEET NORTHEAST
 GY0312'OF CENTER LINE OF ROAD, 88 1/2 FEET NORTH AND ACROSS ROAD FROM
 GY0312'NORTH CORNER OF ISLAND CREEK STORE NO. 22, 3 1/2 FEET NORTHWEST
 GY0312'OF NORTHEAST END OF A CONCRETE FOOT BRIDGE OVER A STREAM, 1
 GY0312'FOOT EAST AND ABOUT 1 FOOT ABOVE A 12-INCH TRIANGLE CHISELED IN
 GY0312'FACE OF LEDGE AND 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3389 ***********************************************************************
 GY3389  DESIGNATION -  W 143 RESET
 GY3389  PID         -  GY3389
 GY3389  STATE/COUNTY-  WV/LOGAN
 GY3389  USGS QUAD   -  HOLDEN (1989)
 GY3389
 GY3389                         *CURRENT SURVEY CONTROL
 GY3389  ___________________________________________________________________
 GY3389* NAD 83(1986)-  37 45 07.     (N)    082 05 32.     (W)     SCALED    
 GY3389* NAVD 88     -       355.20   (meters)    1165.4    (feet)  RESET     
 GY3389  ___________________________________________________________________
 GY3389  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GY3389
 GY3389  VERT ORDER  -  THIRD
 GY3389
 GY3389.The horizontal coordinates were scaled from a topographic map and have
 GY3389.an estimated accuracy of +/- 6 seconds.
 GY3389
 GY3389.The orthometric height was computed from unverified reset data.
 GY3389.No vertical observational check was made to the station.
 GY3389
 GY3389.The geoid height was determined by GEOID03.
 GY3389
 GY3389;                    North         East    Units  Estimated Accuracy
 GY3389;SPC WV S     -    84,020.      503,750.      MT  (+/- 180 meters Scaled)
 GY3389
 GY3389                          SUPERSEDED SURVEY CONTROL
 GY3389
 GY3389  NGVD 29 (09/25/03)  355.41   (m)         1166.0    (f) RESET       3  
 GY3389
 GY3389.Superseded values are not recommended for survey control.
 GY3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3389.See file dsdata.txt to determine how the superseded data were derived.
 GY3389
 GY3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB037788(NAD 83)
 GY3389_MARKER: DV = VERTICAL CONTROL DISK
 GY3389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GY3389_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GY3389_STAMPING: W 143 RESET 1979
 GY3389_MARK LOGO: NGS   
 GY3389_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY3389
 GY3389  HISTORY     - Date     Condition        Report By
 GY3389  HISTORY     - 1979     MONUMENTED       LOCENG
 GY3389
 GY3389                          STATION DESCRIPTION
 GY3389
 GY3389'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 GY3389'3.0 MILES (4.8 KM) WEST ALONG US HIGHWAY 119 FROM THE BRIDGE IN
 GY3389'HOLDEN, THENCE SOUTH ON A PAVED ROAD FOR 4.8 MILES (7.7 KM) TO A
 GY3389'RAILROAD, THENCE EAST ALONG THE RAILROAD ON A DIRT ROAD FOR 0.2 MILE
 GY3389'(0.3 KM) TO A SIDE ROAD RIGHT, CONTINUE EAST ON THE DIRT ROAD FOR 0.3
 GY3389'MILE (0.5 KM) TO THE MARK ON THE LEFT, ON THE SOUTH SLOPE OF A HILL,
 GY3389'173 FEET (52.7 M) NORTH OF THE ROAD, 31 FEET (9.4 M) NORTH OF PINE
 GY3389'CREEK, AND ABOUT 100 FEET (30.5 M) NORTH OF THE CENTER OF A DRAW,
 GY3389'PIPE PROJECTS 3.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0195 ***********************************************************************
 GY0195  DESIGNATION -  W 144
 GY0195  PID         -  GY0195
 GY0195  STATE/COUNTY-  WV/LOGAN
 GY0195  USGS QUAD   -  HOLDEN (1989)
 GY0195
 GY0195                         *CURRENT SURVEY CONTROL
 GY0195  ___________________________________________________________________
 GY0195* NAD 83(1986)-  37 50 43.     (N)    082 03 23.     (W)     SCALED    
 GY0195* NAVD 88     -       227.957  (meters)     747.89   (feet)  ADJUSTED  
 GY0195  ___________________________________________________________________
 GY0195  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GY0195  DYNAMIC HT  -         227.790 (meters)     747.34  (feet)  COMP
 GY0195  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 GY0195
 GY0195  VERT ORDER  -  SECOND    CLASS 0
 GY0195
 GY0195.The horizontal coordinates were scaled from a topographic map and have
 GY0195.an estimated accuracy of +/- 6 seconds.
 GY0195
 GY0195.The orthometric height was determined by differential leveling
 GY0195.and adjusted by the National Geodetic Survey in June 1991..
 GY0195
 GY0195.The geoid height was determined by GEOID03.
 GY0195
 GY0195.The dynamic height is computed by dividing the NAVD 88
 GY0195.geopotential number by the normal gravity value computed on the
 GY0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0195.degrees latitude (g = 980.6199 gals.).
 GY0195
 GY0195.The modeled gravity was interpolated from observed gravity values.
 GY0195
 GY0195;                    North         East    Units  Estimated Accuracy
 GY0195;SPC WV S     -    94,350.      507,030.      MT  (+/- 180 meters Scaled)
 GY0195
 GY0195                          SUPERSEDED SURVEY CONTROL
 GY0195
 GY0195  NGVD 29 (??/??/92)  228.174  (m)          748.60   (f) ADJ UNCH    2 0
 GY0195
 GY0195.Superseded values are not recommended for survey control.
 GY0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0195.See file dsdata.txt to determine how the superseded data were derived.
 GY0195
 GY0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB070891(NAD 83)
 GY0195_MARKER: DB = BENCH MARK DISK
 GY0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0195_SP_SET: BRIDGE
 GY0195_STAMPING: W 144 1957
 GY0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0195
 GY0195  HISTORY     - Date     Condition        Report By
 GY0195  HISTORY     - 1957     MONUMENTED       CGS
 GY0195
 GY0195                          STATION DESCRIPTION
 GY0195
 GY0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0195'0.4 MI W FROM VERDUNVILLE.
 GY0195'ABOUT 0.4 MILES WEST ALONG A BLACK TOP ROAD FOLLOWING MUD FORK
 GY0195'FROM THE POST OFFICE AT VERDUNVILLE, ABOUT 1.0 MILE EAST OF MUD
 GY0195'FORK UNITED BAPTIST CHURCH AT SHEGON, SET IN THE TOP OF THE
 GY0195'SOUTHWEST END OF BRIDGE SEAT OF SOUTHEAST CONCRETE ABUTMENT OF
 GY0195'CHESAPEAKE AND OHIO RAILWAY BRIDGE OVER MUD FORK, 52 FEET
 GY0195'SOUTHWEST AND ACROSS TRACK FROM CENTER LINE OF ROAD, 82 FEET
 GY0195'SOUTHWEST AND ACROSS TRACK AND ROAD FROM WEST CORNER OF CHURCH OF
 GY0195'GOD, 8 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL, 1 FOOT EAST OF WEST
 GY0195'CORNER OF BRIDGE SEAT AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0299 ***********************************************************************
 GY0299  DESIGNATION -  W 145
 GY0299  PID         -  GY0299
 GY0299  STATE/COUNTY-  WV/MINGO
 GY0299  USGS QUAD   -  MAJESTIC (1977)
 GY0299
 GY0299                         *CURRENT SURVEY CONTROL
 GY0299  ___________________________________________________________________
 GY0299* NAD 83(1986)-  37 33 13.     (N)    082 03 34.     (W)     SCALED    
 GY0299* NAVD 88     -       241.970  (meters)     793.86   (feet)  ADJUSTED  
 GY0299  ___________________________________________________________________
 GY0299  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GY0299  DYNAMIC HT  -         241.783 (meters)     793.25  (feet)  COMP
 GY0299  MODELED GRAV-     979,852.7   (mgal)                       NAVD 88
 GY0299
 GY0299  VERT ORDER  -  SECOND    CLASS 0
 GY0299
 GY0299.The horizontal coordinates were scaled from a topographic map and have
 GY0299.an estimated accuracy of +/- 6 seconds.
 GY0299
 GY0299.The orthometric height was determined by differential leveling
 GY0299.and adjusted by the National Geodetic Survey in June 1991..
 GY0299
 GY0299.The geoid height was determined by GEOID03.
 GY0299
 GY0299.The dynamic height is computed by dividing the NAVD 88
 GY0299.geopotential number by the normal gravity value computed on the
 GY0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0299.degrees latitude (g = 980.6199 gals.).
 GY0299
 GY0299.The modeled gravity was interpolated from observed gravity values.
 GY0299
 GY0299;                    North         East    Units  Estimated Accuracy
 GY0299;SPC WV S     -    61,980.      506,390.      MT  (+/- 180 meters Scaled)
 GY0299
 GY0299                          SUPERSEDED SURVEY CONTROL
 GY0299
 GY0299  NGVD 29 (??/??/92)  242.181  (m)          794.56   (f) ADJ UNCH    2 0
 GY0299
 GY0299.Superseded values are not recommended for survey control.
 GY0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0299.See file dsdata.txt to determine how the superseded data were derived.
 GY0299
 GY0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB064568(NAD 83)
 GY0299_MARKER: DB = BENCH MARK DISK
 GY0299_SETTING: 66 = SET IN ROCK OUTCROP
 GY0299_SP_SET: ROCK CLIFF
 GY0299_STAMPING: W 145 1957
 GY0299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0299+STABILITY: POSITION/ELEVATION WELL
 GY0299
 GY0299  HISTORY     - Date     Condition        Report By
 GY0299  HISTORY     - 1957     MONUMENTED       CGS
 GY0299
 GY0299                          STATION DESCRIPTION
 GY0299
 GY0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0299'1.6 MI N FROM DEVON.
 GY0299'ABOUT 0.6 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0299'FROM THE STATION AT DEVON, THENCE ABOUT 1.0 MILE NORTHEAST
 GY0299'ALONG BEECH CREEK ROAD, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 GY0299'EXTENDING NORTHEAST AND SOUTHEAST, SET VERTICALLY IN THE EAST
 GY0299'FACE OF A LOW ROCK CLIFF, 16 FEET WEST OF CENTER LINE OF ROAD,
 GY0299'36 FEET SOUTH OF SOUTH END OF AN OVERHANG ON A LARGE ROCK CLIFF,
 GY0299'2 1/2 FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0662 ***********************************************************************
 HY0662  DESIGNATION -  W 146
 HY0662  PID         -  HY0662
 HY0662  STATE/COUNTY-  WV/WAYNE
 HY0662  USGS QUAD   -  WAYNE (1987)
 HY0662
 HY0662                         *CURRENT SURVEY CONTROL
 HY0662  ___________________________________________________________________
 HY0662* NAD 83(1986)-  38 10 58.     (N)    082 25 47.     (W)     SCALED    
 HY0662* NAVD 88     -       188.876  (meters)     619.67   (feet)  ADJUSTED  
 HY0662  ___________________________________________________________________
 HY0662  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY0662  DYNAMIC HT  -         188.744 (meters)     619.24  (feet)  COMP
 HY0662  MODELED GRAV-     979,921.8   (mgal)                       NAVD 88
 HY0662
 HY0662  VERT ORDER  -  SECOND    CLASS 0
 HY0662
 HY0662.The horizontal coordinates were scaled from a topographic map and have
 HY0662.an estimated accuracy of +/- 6 seconds.
 HY0662
 HY0662.The orthometric height was determined by differential leveling
 HY0662.and adjusted by the National Geodetic Survey in June 1991..
 HY0662
 HY0662.The geoid height was determined by GEOID03.
 HY0662
 HY0662.The dynamic height is computed by dividing the NAVD 88
 HY0662.geopotential number by the normal gravity value computed on the
 HY0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0662.degrees latitude (g = 980.6199 gals.).
 HY0662
 HY0662.The modeled gravity was interpolated from observed gravity values.
 HY0662
 HY0662;                    North         East    Units  Estimated Accuracy
 HY0662;SPC WV S     -   132,240.      474,750.      MT  (+/- 180 meters Scaled)
 HY0662
 HY0662                          SUPERSEDED SURVEY CONTROL
 HY0662
 HY0662  NGVD 29 (??/??/92)  189.090  (m)          620.37   (f) ADJ UNCH    2 0
 HY0662
 HY0662.Superseded values are not recommended for survey control.
 HY0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0662.See file dsdata.txt to determine how the superseded data were derived.
 HY0662
 HY0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC747270(NAD 83)
 HY0662_MARKER: DB = BENCH MARK DISK
 HY0662_SETTING: 66 = SET IN ROCK OUTCROP
 HY0662_SP_SET: ROCK CUT
 HY0662_STAMPING: W 146 1957
 HY0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0662+STABILITY: POSITION/ELEVATION WELL
 HY0662
 HY0662  HISTORY     - Date     Condition        Report By
 HY0662  HISTORY     - 1957     MONUMENTED       CGS
 HY0662
 HY0662                          STATION DESCRIPTION
 HY0662
 HY0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0662'3 MI SE FROM WAYNE.
 HY0662'ABOUT 3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 HY0662'OF U.S. HIGHWAY 52 IN THE SOUTH PART OF WAYNE, ABOUT 0.75 MILE
 HY0662'WEST OF BETHESDA BAPTIST CHURCH, ON THE INSIDE OF A LONG CURVE WITH
 HY0662'TANGENTS EXTENDING NORTHWEST AND NORTHEAST, SET VERTICALLY IN
 HY0662'THE SOUTH FACE AND NEAR THE CENTER OF A 50-FOOT BY 8 FOOT HIGH
 HY0662'PROJECTION OF ROCK IN A LONG CUT, 34 FEET NORTH OF CENTER LINE
 HY0662'OF HIGHWAY, AND 3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0352 ***********************************************************************
 GY0352  DESIGNATION -  W 147
 GY0352  PID         -  GY0352
 GY0352  STATE/COUNTY-  WV/WAYNE
 GY0352  USGS QUAD   -  WEBB (1989)
 GY0352
 GY0352                         *CURRENT SURVEY CONTROL
 GY0352  ___________________________________________________________________
 GY0352* NAD 83(1986)-  37 55 20.     (N)    082 28 06.     (W)     SCALED    
 GY0352* NAVD 88     -       186.854  (meters)     613.04   (feet)  ADJUSTED  
 GY0352  ___________________________________________________________________
 GY0352  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 GY0352  DYNAMIC HT  -         186.718 (meters)     612.59  (feet)  COMP
 GY0352  MODELED GRAV-     979,896.4   (mgal)                       NAVD 88
 GY0352
 GY0352  VERT ORDER  -  SECOND    CLASS 0
 GY0352
 GY0352.The horizontal coordinates were scaled from a topographic map and have
 GY0352.an estimated accuracy of +/- 6 seconds.
 GY0352
 GY0352.The orthometric height was determined by differential leveling
 GY0352.and adjusted by the National Geodetic Survey in June 1991..
 GY0352
 GY0352.The geoid height was determined by GEOID03.
 GY0352
 GY0352.The dynamic height is computed by dividing the NAVD 88
 GY0352.geopotential number by the normal gravity value computed on the
 GY0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0352.degrees latitude (g = 980.6199 gals.).
 GY0352
 GY0352.The modeled gravity was interpolated from observed gravity values.
 GY0352
 GY0352;                    North         East    Units  Estimated Accuracy
 GY0352;SPC WV S     -   103,380.      470,910.      MT  (+/- 180 meters Scaled)
 GY0352
 GY0352                          SUPERSEDED SURVEY CONTROL
 GY0352
 GY0352  NGVD 29 (??/??/92)  187.075  (m)          613.76   (f) ADJ UNCH    2 0
 GY0352
 GY0352.Superseded values are not recommended for survey control.
 GY0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0352.See file dsdata.txt to determine how the superseded data were derived.
 GY0352
 GY0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB709982(NAD 83)
 GY0352_MARKER: DB = BENCH MARK DISK
 GY0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0352_SP_SET: BRIDGE
 GY0352_STAMPING: W 147 1957
 GY0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0352
 GY0352  HISTORY     - Date     Condition        Report By
 GY0352  HISTORY     - 1957     MONUMENTED       CGS
 GY0352
 GY0352                          STATION DESCRIPTION
 GY0352
 GY0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0352'1.9 MI NW FROM CRUM.
 GY0352'ABOUT 1.9 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0352'FROM THE STATION AT CRUM, ABOUT 11 RAILS SOUTH OF A ROAD CROSSING,
 GY0352'ABOUT 12 RAILS NORTH OF NORTH END OF A TUNNEL, IN THE TOP OF THE
 GY0352'EAST END OF THE NORTH ABUTMENT OF RAILROAD BRIDGE NO. 755 OVER
 GY0352'BULL CREEK, 9 FEET EAST OF EAST RAIL, 1/2 FOOT WEST OF EAST END
 GY0352'OF ABUTMENT AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0361 ***********************************************************************
 GY0361  DESIGNATION -  W 148
 GY0361  PID         -  GY0361
 GY0361  STATE/COUNTY-  WV/WAYNE
 GY0361  USGS QUAD   -  WEBB (1989)
 GY0361
 GY0361                         *CURRENT SURVEY CONTROL
 GY0361  ___________________________________________________________________
 GY0361* NAD 83(1986)-  37 59 37.     (N)    082 24 10.     (W)     SCALED    
 GY0361* NAVD 88     -       215.952  (meters)     708.50   (feet)  ADJUSTED  
 GY0361  ___________________________________________________________________
 GY0361  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GY0361  DYNAMIC HT  -         215.795 (meters)     707.99  (feet)  COMP
 GY0361  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 GY0361
 GY0361  VERT ORDER  -  SECOND    CLASS 0
 GY0361
 GY0361.The horizontal coordinates were scaled from a topographic map and have
 GY0361.an estimated accuracy of +/- 6 seconds.
 GY0361
 GY0361.The orthometric height was determined by differential leveling
 GY0361.and adjusted by the National Geodetic Survey in June 1991..
 GY0361
 GY0361.The geoid height was determined by GEOID03.
 GY0361
 GY0361.The dynamic height is computed by dividing the NAVD 88
 GY0361.geopotential number by the normal gravity value computed on the
 GY0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0361.degrees latitude (g = 980.6199 gals.).
 GY0361
 GY0361.The modeled gravity was interpolated from observed gravity values.
 GY0361
 GY0361;                    North         East    Units  Estimated Accuracy
 GY0361;SPC WV S     -   111,210.      476,790.      MT  (+/- 180 meters Scaled)
 GY0361
 GY0361                          SUPERSEDED SURVEY CONTROL
 GY0361
 GY0361  NGVD 29 (??/??/92)  216.168  (m)          709.21   (f) ADJ UNCH    2 0
 GY0361
 GY0361.Superseded values are not recommended for survey control.
 GY0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0361.See file dsdata.txt to determine how the superseded data were derived.
 GY0361
 GY0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC768060(NAD 83)
 GY0361_MARKER: DB = BENCH MARK DISK
 GY0361_SETTING: 66 = SET IN ROCK OUTCROP
 GY0361_SP_SET: ROCK CUT
 GY0361_STAMPING: W 148 1957
 GY0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0361+STABILITY: POSITION/ELEVATION WELL
 GY0361
 GY0361  HISTORY     - Date     Condition        Report By
 GY0361  HISTORY     - 1957     MONUMENTED       CGS
 GY0361
 GY0361                          STATION DESCRIPTION
 GY0361
 GY0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0361'3.7 MI S FROM DUNLOW.
 GY0361'ABOUT 3.7 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 GY0361'AT DUNLOW, ABOUT 0.7 MILE SOUTH OF A 100-FOOT BRIDGE OVER WEST
 GY0361'FORK OF TWELVEPOLE CREEK AND JUNCTION OF A ROAD LEADING EAST
 GY0361'THRU CABWAYLINGO STATE FOREST, ABOUT 35 YARDS SOUTHEAST OF A
 GY0361'DRIVE SOUTHWEST TO A CONCRETE BLOCK HOUSE, SET VERTICALLY IN
 GY0361'THE NORTHEAST FACE OF A ROCK CUT, 16 FEET SOUTHWEST OF CENTER
 GY0361'LINE OF HIGHWAY, 18 FEET SOUTHEAST OF NORTHWEST END OF CUT AND
 GY0361'2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0735 ***********************************************************************
 HY0735  DESIGNATION -  W 149
 HY0735  PID         -  HY0735
 HY0735  STATE/COUNTY-  WV/WAYNE
 HY0735  USGS QUAD   -  RADNOR (1989)
 HY0735
 HY0735                         *CURRENT SURVEY CONTROL
 HY0735  ___________________________________________________________________
 HY0735* NAD 83(1986)-  38 02 40.     (N)    082 26 48.     (W)     SCALED    
 HY0735* NAVD 88     -       346.638  (meters)    1137.26   (feet)  ADJUSTED  
 HY0735  ___________________________________________________________________
 HY0735  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HY0735  DYNAMIC HT  -         346.392 (meters)    1136.45  (feet)  COMP
 HY0735  MODELED GRAV-     979,909.0   (mgal)                       NAVD 88
 HY0735
 HY0735  VERT ORDER  -  SECOND    CLASS 0
 HY0735
 HY0735.The horizontal coordinates were scaled from a topographic map and have
 HY0735.an estimated accuracy of +/- 6 seconds.
 HY0735
 HY0735.The orthometric height was determined by differential leveling
 HY0735.and adjusted by the National Geodetic Survey in June 1991..
 HY0735
 HY0735.The geoid height was determined by GEOID03.
 HY0735
 HY0735.The dynamic height is computed by dividing the NAVD 88
 HY0735.geopotential number by the normal gravity value computed on the
 HY0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0735.degrees latitude (g = 980.6199 gals.).
 HY0735
 HY0735.The modeled gravity was interpolated from observed gravity values.
 HY0735
 HY0735;                    North         East    Units  Estimated Accuracy
 HY0735;SPC WV S     -   116,910.      473,030.      MT  (+/- 180 meters Scaled)
 HY0735
 HY0735                          SUPERSEDED SURVEY CONTROL
 HY0735
 HY0735  NGVD 29 (??/??/92)  346.856  (m)         1137.98   (f) ADJ UNCH    2 0
 HY0735
 HY0735.Superseded values are not recommended for survey control.
 HY0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0735.See file dsdata.txt to determine how the superseded data were derived.
 HY0735
 HY0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC730117(NAD 83)
 HY0735_MARKER: DB = BENCH MARK DISK
 HY0735_SETTING: 66 = SET IN ROCK OUTCROP
 HY0735_SP_SET: ROCK CUT
 HY0735_STAMPING: W 149 1957
 HY0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0735+STABILITY: POSITION/ELEVATION WELL
 HY0735
 HY0735  HISTORY     - Date     Condition        Report By
 HY0735  HISTORY     - 1957     MONUMENTED       CGS
 HY0735
 HY0735                          STATION DESCRIPTION
 HY0735
 HY0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0735'2.6 MI NW FROM DUNLOW.
 HY0735'ABOUT 2.55 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE BRIDGE
 HY0735'OVER WEST FORK OF TWELVEPOLE CREEK AND JUNCTION OF U.S. HIGHWAY
 HY0735'52 AT DUNLOW, ABOUT 68 YARDS EAST OF A NARROW CROSSROAD THAT
 HY0735'CROSSES IN A SHARP CURVE IN ROAD, SET VERTICALLY IN THE SOUTH
 HY0735'SIDE OF A LARGE ROCK CUT (CUT IS ABOUT 25-FEET HIGH AT THIS
 HY0735'POINT), 22 FEET NORTH OF CENTER LINE OF ROAD, 11 FEET EAST OF
 HY0735'SOUTHWEST CORNER OF A JOG IN ROCK CUT AND ABOUT 5 FEET ABOVE
 HY0735'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1974 ***********************************************************************
 HW1974  DESIGNATION -  W 15
 HW1974  PID         -  HW1974
 HW1974  STATE/COUNTY-  WV/RANDOLPH
 HW1974  USGS QUAD   -  MILL CREEK (1995)
 HW1974
 HW1974                         *CURRENT SURVEY CONTROL
 HW1974  ___________________________________________________________________
 HW1974* NAD 83(1986)-  38 39 35.     (N)    079 55 17.     (W)     SCALED    
 HW1974* NAVD 88     -       865.650  (meters)    2840.05   (feet)  ADJUSTED  
 HW1974  ___________________________________________________________________
 HW1974  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HW1974  DYNAMIC HT  -         864.966 (meters)    2837.81  (feet)  COMP
 HW1974  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 HW1974
 HW1974  VERT ORDER  -  SECOND    CLASS 0
 HW1974
 HW1974.The horizontal coordinates were scaled from a topographic map and have
 HW1974.an estimated accuracy of +/- 6 seconds.
 HW1974
 HW1974.The orthometric height was determined by differential leveling
 HW1974.and adjusted by the National Geodetic Survey in June 1991..
 HW1974
 HW1974.The geoid height was determined by GEOID03.
 HW1974
 HW1974.The dynamic height is computed by dividing the NAVD 88
 HW1974.geopotential number by the normal gravity value computed on the
 HW1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1974.degrees latitude (g = 980.6199 gals.).
 HW1974
 HW1974.The modeled gravity was interpolated from observed gravity values.
 HW1974
 HW1974;                    North         East    Units  Estimated Accuracy
 HW1974;SPC WV S     -   184,760.      693,880.      MT  (+/- 180 meters Scaled)
 HW1974
 HW1974                          SUPERSEDED SURVEY CONTROL
 HW1974
 HW1974  NGVD 29 (??/??/92)  865.756  (m)         2840.40   (f) ADJ UNCH    2 0
 HW1974
 HW1974.Superseded values are not recommended for survey control.
 HW1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1974.See file dsdata.txt to determine how the superseded data were derived.
 HW1974
 HW1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC938795(NAD 83)
 HW1974_MARKER: DB = BENCH MARK DISK
 HW1974_SETTING: 80 = SET IN A BOULDER
 HW1974_STAMPING: W 15 1934
 HW1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1974+STABILITY: SURFACE MOTION
 HW1974
 HW1974  HISTORY     - Date     Condition        Report By
 HW1974  HISTORY     - 1934     MONUMENTED       CGS
 HW1974  HISTORY     - 1962     GOOD             NGS
 HW1974
 HW1974                          STATION DESCRIPTION
 HW1974
 HW1974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1974'6.2 MI SE FROM HUTTONSVILLE.
 HW1974'ABOUT 6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 HW1974'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, 85 FEET
 HW1974'EAST OF CENTER LINE OF HIGHWAY, 85 FEET EAST AND ACROSS OLD
 HW1974'HIGHWAY FROM CENTER LINE OF U.S. HIGHWAY 250, 75 FEET SOUTHEAST
 HW1974'OF A 8 FOOT CONCRETE BOX CULVERT, ABOUT 10 FEET ABOVE LEVEL OF
 HW1974'OLD HIGHWAY, AND SET ON TOP OF A 5 FOOT LONG-BY-6 FOOT WIDE
 HW1974'EMBEDDED BOULDER AT THE SOUTHEAST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0335 ***********************************************************************
 GY0335  DESIGNATION -  W 150
 GY0335  PID         -  GY0335
 GY0335  STATE/COUNTY-  WV/MINGO
 GY0335  USGS QUAD   -  MYRTLE (1976)
 GY0335
 GY0335                         *CURRENT SURVEY CONTROL
 GY0335  ___________________________________________________________________
 GY0335* NAD 83(1986)-  37 50 41.     (N)    082 12 22.     (W)     SCALED    
 GY0335* NAVD 88     -       259.251  (meters)     850.56   (feet)  ADJUSTED  
 GY0335  ___________________________________________________________________
 GY0335  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GY0335  DYNAMIC HT  -         259.060 (meters)     849.93  (feet)  COMP
 GY0335  MODELED GRAV-     979,884.5   (mgal)                       NAVD 88
 GY0335
 GY0335  VERT ORDER  -  SECOND    CLASS 0
 GY0335
 GY0335.The horizontal coordinates were scaled from a topographic map and have
 GY0335.an estimated accuracy of +/- 6 seconds.
 GY0335
 GY0335.The orthometric height was determined by differential leveling
 GY0335.and adjusted by the National Geodetic Survey in June 1991..
 GY0335
 GY0335.The geoid height was determined by GEOID03.
 GY0335
 GY0335.The dynamic height is computed by dividing the NAVD 88
 GY0335.geopotential number by the normal gravity value computed on the
 GY0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0335.degrees latitude (g = 980.6199 gals.).
 GY0335
 GY0335.The modeled gravity was interpolated from observed gravity values.
 GY0335
 GY0335;                    North         East    Units  Estimated Accuracy
 GY0335;SPC WV S     -    94,450.      493,850.      MT  (+/- 180 meters Scaled)
 GY0335
 GY0335                          SUPERSEDED SURVEY CONTROL
 GY0335
 GY0335  NGVD 29 (??/??/92)  259.466  (m)          851.26   (f) ADJ UNCH    2 0
 GY0335
 GY0335.Superseded values are not recommended for survey control.
 GY0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0335.See file dsdata.txt to determine how the superseded data were derived.
 GY0335
 GY0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB938892(NAD 83)
 GY0335_MARKER: DB = BENCH MARK DISK
 GY0335_SETTING: 66 = SET IN ROCK OUTCROP
 GY0335_SP_SET: ROCK CUT
 GY0335_STAMPING: W 150 1957
 GY0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0335+STABILITY: POSITION/ELEVATION WELL
 GY0335
 GY0335  HISTORY     - Date     Condition        Report By
 GY0335  HISTORY     - 1957     MONUMENTED       CGS
 GY0335
 GY0335                          STATION DESCRIPTION
 GY0335
 GY0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0335'6.9 MI NE FROM LENORE.
 GY0335'ABOUT 6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND
 GY0335'JUNCTION OF STATE HIGHWAY 65 AT LENORE, ABOUT 0.1 MILE NORTHWEST
 GY0335'ALONG A BLACK TOP ROAD FROM THE SCHOOL AT DINGESS, THENCE ABOUT
 GY0335'3.05 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO LENORE, ON THE
 GY0335'INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTHWEST AND
 GY0335'SOUTHWEST, SET VERTICALLY IN THE EAST FACE OF THE BOTTOM LAYER OF
 GY0335'A LAYERED ROCK CUT, ABOUT 15 YARDS SOUTH OF THE HIGHEST PART OF
 GY0335'CUT, 16 FEET WEST OF CENTER LINE OF ROAD, 1 1/2 FEET ABOVE GROUND
 GY0335'AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0595 ***********************************************************************
 HY0595  DESIGNATION -  W 151
 HY0595  PID         -  HY0595
 HY0595  STATE/COUNTY-  WV/LINCOLN
 HY0595  USGS QUAD   -  HAMLIN (1989)
 HY0595
 HY0595                         *CURRENT SURVEY CONTROL
 HY0595  ___________________________________________________________________
 HY0595* NAD 83(1986)-  38 16 58.     (N)    082 05 10.     (W)     SCALED    
 HY0595* NAVD 88     -       195.595  (meters)     641.71   (feet)  ADJUSTED  
 HY0595  ___________________________________________________________________
 HY0595  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HY0595  DYNAMIC HT  -         195.458 (meters)     641.27  (feet)  COMP
 HY0595  MODELED GRAV-     979,923.4   (mgal)                       NAVD 88
 HY0595
 HY0595  VERT ORDER  -  SECOND    CLASS 0
 HY0595
 HY0595.The horizontal coordinates were scaled from a topographic map and have
 HY0595.an estimated accuracy of +/- 6 seconds.
 HY0595
 HY0595.The orthometric height was determined by differential leveling
 HY0595.and adjusted by the National Geodetic Survey in June 1991..
 HY0595
 HY0595.The geoid height was determined by GEOID03.
 HY0595
 HY0595.The dynamic height is computed by dividing the NAVD 88
 HY0595.geopotential number by the normal gravity value computed on the
 HY0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0595.degrees latitude (g = 980.6199 gals.).
 HY0595
 HY0595.The modeled gravity was interpolated from observed gravity values.
 HY0595
 HY0595;                    North         East    Units  Estimated Accuracy
 HY0595;SPC WV S     -   142,930.      504,980.      MT  (+/- 180 meters Scaled)
 HY0595
 HY0595                          SUPERSEDED SURVEY CONTROL
 HY0595
 HY0595  NGVD 29 (??/??/92)  195.800  (m)          642.39   (f) ADJ UNCH    2 0
 HY0595
 HY0595.Superseded values are not recommended for survey control.
 HY0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0595.See file dsdata.txt to determine how the superseded data were derived.
 HY0595
 HY0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC050377(NAD 83)
 HY0595_MARKER: DB = BENCH MARK DISK
 HY0595_SETTING: 66 = SET IN ROCK OUTCROP
 HY0595_SP_SET: ROCK CUT
 HY0595_STAMPING: W 151 1957
 HY0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0595+STABILITY: POSITION/ELEVATION WELL
 HY0595
 HY0595  HISTORY     - Date     Condition        Report By
 HY0595  HISTORY     - 1957     MONUMENTED       CGS
 HY0595
 HY0595                          STATION DESCRIPTION
 HY0595
 HY0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0595'3.8 MI NW FROM SWEETLAND.
 HY0595'ABOUT 3.8 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 HY0595'AT SWEETLAND, 0.85 MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAY
 HY0595'34, 13 YARDS EAST OF THE EAST END OF A QUARRY, 169 FEET WEST OF
 HY0595'THE NORTH END OF A SMALL CULVERT ACROSS A CREEK BRANCH, 69 FEET
 HY0595'NORTHEAST OF AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER 3120-15,
 HY0595'24 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN
 HY0595'THE SOUTH FACE OF A 3 1/2 FOOT HIGH LAYER OF ROCK IN THE BOTTOM
 HY0595'OF A ROCK CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 HY0595'NOTE-- MARK IS 0.95 MILE EAST ALONG STATE HIGHWAY 3 FROM THE HIGH
 HY0595'SCHOOL AT HAMLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0579 ***********************************************************************
 HY0579  DESIGNATION -  W 152
 HY0579  PID         -  HY0579
 HY0579  STATE/COUNTY-  WV/LINCOLN
 HY0579  USGS QUAD   -  HAGER (1962)
 HY0579
 HY0579                         *CURRENT SURVEY CONTROL
 HY0579  ___________________________________________________________________
 HY0579* NAD 83(1986)-  38 11 08.     (N)    082 00 31.     (W)     SCALED    
 HY0579* NAVD 88     -       291.163  (meters)     955.26   (feet)  ADJUSTED  
 HY0579  ___________________________________________________________________
 HY0579  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY0579  DYNAMIC HT  -         290.956 (meters)     954.58  (feet)  COMP
 HY0579  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 HY0579
 HY0579  VERT ORDER  -  SECOND    CLASS 0
 HY0579
 HY0579.The horizontal coordinates were scaled from a topographic map and have
 HY0579.an estimated accuracy of +/- 6 seconds.
 HY0579
 HY0579.The orthometric height was determined by differential leveling
 HY0579.and adjusted by the National Geodetic Survey in June 1991..
 HY0579
 HY0579.The geoid height was determined by GEOID03.
 HY0579
 HY0579.The dynamic height is computed by dividing the NAVD 88
 HY0579.geopotential number by the normal gravity value computed on the
 HY0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0579.degrees latitude (g = 980.6199 gals.).
 HY0579
 HY0579.The modeled gravity was interpolated from observed gravity values.
 HY0579
 HY0579;                    North         East    Units  Estimated Accuracy
 HY0579;SPC WV S     -   132,060.      511,640.      MT  (+/- 180 meters Scaled)
 HY0579
 HY0579                          SUPERSEDED SURVEY CONTROL
 HY0579
 HY0579  NGVD 29 (??/??/92)  291.373  (m)          955.95   (f) ADJ UNCH    2 0
 HY0579
 HY0579.Superseded values are not recommended for survey control.
 HY0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0579.See file dsdata.txt to determine how the superseded data were derived.
 HY0579
 HY0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC116268(NAD 83)
 HY0579_MARKER: DB = BENCH MARK DISK
 HY0579_SETTING: 66 = SET IN ROCK OUTCROP
 HY0579_SP_SET: ROCK CUT
 HY0579_STAMPING: W 152 1957
 HY0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0579+STABILITY: POSITION/ELEVATION WELL
 HY0579
 HY0579  HISTORY     - Date     Condition        Report By
 HY0579  HISTORY     - 1957     MONUMENTED       CGS
 HY0579
 HY0579                          STATION DESCRIPTION
 HY0579
 HY0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0579'4.8 MI S FROM GRIFFITHSVILLE.
 HY0579'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 HY0579'AT GRIFFITHSVILLE, THENCE 4.35 MILE SOUTH ALONG A GRAVEL ROAD,
 HY0579'1.65 MILE NORTHEAST OF PARSNER SCHOOL, 0.25 MILE SOUTHEAST OF
 HY0579'THE TOP OF THE GRADE AND GAP, AT A JUNCTION OF ROAD LEADING
 HY0579'DOWNHILL TO A FARM HOUSE, 26 FEET EAST OF THE CENTER LINE OF THE
 HY0579'ROAD AND THE CENTER OF THE JUNCTION, SET VERTICALLY IN THE WEST
 HY0579'FACE OF THE TOP 2 FOOT LAYER OF ROCK IN RECEDING CUT AND ABOUT
 HY0579'4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0551 ***********************************************************************
 HY0551  DESIGNATION -  W 153
 HY0551  PID         -  HY0551
 HY0551  STATE/COUNTY-  WV/LINCOLN
 HY0551  USGS QUAD   -  BIG CREEK (1962)
 HY0551
 HY0551                         *CURRENT SURVEY CONTROL
 HY0551  ___________________________________________________________________
 HY0551* NAD 83(1986)-  38 02 57.     (N)    082 01 00.     (W)     SCALED    
 HY0551* NAVD 88     -       220.013  (meters)     721.83   (feet)  ADJUSTED  
 HY0551  ___________________________________________________________________
 HY0551  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HY0551  DYNAMIC HT  -         219.854 (meters)     721.30  (feet)  COMP
 HY0551  MODELED GRAV-     979,900.8   (mgal)                       NAVD 88
 HY0551
 HY0551  VERT ORDER  -  SECOND    CLASS 0
 HY0551
 HY0551.The horizontal coordinates were scaled from a topographic map and have
 HY0551.an estimated accuracy of +/- 6 seconds.
 HY0551
 HY0551.The orthometric height was determined by differential leveling
 HY0551.and adjusted by the National Geodetic Survey in June 1991..
 HY0551
 HY0551.The geoid height was determined by GEOID03.
 HY0551
 HY0551.The dynamic height is computed by dividing the NAVD 88
 HY0551.geopotential number by the normal gravity value computed on the
 HY0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0551.degrees latitude (g = 980.6199 gals.).
 HY0551
 HY0551.The modeled gravity was interpolated from observed gravity values.
 HY0551
 HY0551;                    North         East    Units  Estimated Accuracy
 HY0551;SPC WV S     -   116,930.      510,770.      MT  (+/- 180 meters Scaled)
 HY0551
 HY0551                          SUPERSEDED SURVEY CONTROL
 HY0551
 HY0551  NGVD 29 (??/??/92)  220.226  (m)          722.52   (f) ADJ UNCH    2 0
 HY0551
 HY0551.Superseded values are not recommended for survey control.
 HY0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0551.See file dsdata.txt to determine how the superseded data were derived.
 HY0551
 HY0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC107117(NAD 83)
 HY0551_MARKER: DB = BENCH MARK DISK
 HY0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0551_SP_SET: ABUTMENT
 HY0551_STAMPING: W 153 1957
 HY0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0551
 HY0551  HISTORY     - Date     Condition        Report By
 HY0551  HISTORY     - 1957     MONUMENTED       CGS
 HY0551
 HY0551                          STATION DESCRIPTION
 HY0551
 HY0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0551'2 MI W FROM DOLLIE.
 HY0551'ABOUT 1.95 MILE WEST ALONG GRAVEL ROAD FROM THE SCHOOL AT
 HY0551'DOLLIE, 20 YARDS NORTH OF THE CONFLUENCE OF LEFT HAND CREEK AND
 HY0551'BIG UGLY CREEK, 4 FEET NORTH OF A STEEL BANNISTER, 15 FEET
 HY0551'NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP AND ONE STEP
 HY0551'DOWN OF THE NORTH END OF THE EAST STONE MASONRY ABUTMENT OF A
 HY0551'9-FOOT CONCRETE BRIDGE ACROSS LEFT HAND CREEK, ABOUT 1 FOOT BELOW
 HY0551'THE LEVEL OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0509 ***********************************************************************
 HY0509  DESIGNATION -  W 154
 HY0509  PID         -  HY0509
 HY0509  STATE/COUNTY-  WV/LINCOLN
 HY0509  USGS QUAD   -  RANGER (1976)
 HY0509
 HY0509                         *CURRENT SURVEY CONTROL
 HY0509  ___________________________________________________________________
 HY0509* NAD 83(1986)-  38 07 10.     (N)    082 10 14.     (W)     SCALED    
 HY0509* NAVD 88     -       187.849  (meters)     616.30   (feet)  ADJUSTED  
 HY0509  ___________________________________________________________________
 HY0509  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 HY0509  DYNAMIC HT  -         187.714 (meters)     615.86  (feet)  COMP
 HY0509  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 HY0509
 HY0509  VERT ORDER  -  SECOND    CLASS 0
 HY0509
 HY0509.The horizontal coordinates were scaled from a topographic map and have
 HY0509.an estimated accuracy of +/- 6 seconds.
 HY0509
 HY0509.The orthometric height was determined by differential leveling
 HY0509.and adjusted by the National Geodetic Survey in June 1991..
 HY0509
 HY0509.The geoid height was determined by GEOID03.
 HY0509
 HY0509.The dynamic height is computed by dividing the NAVD 88
 HY0509.geopotential number by the normal gravity value computed on the
 HY0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0509.degrees latitude (g = 980.6199 gals.).
 HY0509
 HY0509.The modeled gravity was interpolated from observed gravity values.
 HY0509
 HY0509;                    North         East    Units  Estimated Accuracy
 HY0509;SPC WV S     -   124,890.      497,360.      MT  (+/- 180 meters Scaled)
 HY0509
 HY0509                          SUPERSEDED SURVEY CONTROL
 HY0509
 HY0509  NGVD 29 (??/??/92)  188.061  (m)          617.00   (f) ADJ UNCH    2 0
 HY0509
 HY0509.Superseded values are not recommended for survey control.
 HY0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0509.See file dsdata.txt to determine how the superseded data were derived.
 HY0509
 HY0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC973197(NAD 83)
 HY0509_MARKER: DB = BENCH MARK DISK
 HY0509_SETTING: 66 = SET IN ROCK OUTCROP
 HY0509_SP_SET: ROCK CUT
 HY0509_STAMPING: W 154 1957
 HY0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0509+STABILITY: POSITION/ELEVATION WELL
 HY0509
 HY0509  HISTORY     - Date     Condition        Report By
 HY0509  HISTORY     - 1957     MONUMENTED       CGS
 HY0509
 HY0509                          STATION DESCRIPTION
 HY0509
 HY0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0509'2.9 MI NW FROM LATTIN.
 HY0509'ABOUT 2.9 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0509'FROM THE STATION AT LATTIN, 106 YARDS EAST OF MILEPOST 32, 56
 HY0509'YARDS EAST OF THE WEST END OF A TALL ROCK CUT, 94 FEET WEST OF
 HY0509'THE NORTH END OF A 15-INCH CONCRETE PIPE CULVERT UNDER THE TRACKS,
 HY0509'12 1/2 FEET NORTH OF THE NORTH RAIL AND AT THE EAST END OF
 HY0509'CURVE WITH TANGENTS TO THE EAST AND NORTHWEST, SET VERTICALLY IN
 HY0509'THE SOUTH FACE OF A BLACK ROCK AT THE BOTTOM OF A 25 FOOT HIGH
 HY0509'SOLID ROCK CUT, ABOUT 1 1/2 FEET ABOVE THE GROUND AND 1 1/2 FEET
 HY0509'ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0399 ***********************************************************************
 GY0399  DESIGNATION -  W 155
 GY0399  PID         -  GY0399
 GY0399  STATE/COUNTY-  WV/LOGAN
 GY0399  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0399
 GY0399                         *CURRENT SURVEY CONTROL
 GY0399  ___________________________________________________________________
 GY0399* NAD 83(1986)-  37 54 07.     (N)    082 05 37.     (W)     SCALED    
 GY0399* NAVD 88     -       281.103  (meters)     922.25   (feet)  ADJUSTED  
 GY0399  ___________________________________________________________________
 GY0399  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GY0399  DYNAMIC HT  -         280.895 (meters)     921.57  (feet)  COMP
 GY0399  MODELED GRAV-     979,883.6   (mgal)                       NAVD 88
 GY0399
 GY0399  VERT ORDER  -  SECOND    CLASS 0
 GY0399
 GY0399.The horizontal coordinates were scaled from a topographic map and have
 GY0399.an estimated accuracy of +/- 6 seconds.
 GY0399
 GY0399.The orthometric height was determined by differential leveling
 GY0399.and adjusted by the National Geodetic Survey in June 1991..
 GY0399
 GY0399.The geoid height was determined by GEOID03.
 GY0399
 GY0399.The dynamic height is computed by dividing the NAVD 88
 GY0399.geopotential number by the normal gravity value computed on the
 GY0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0399.degrees latitude (g = 980.6199 gals.).
 GY0399
 GY0399.The modeled gravity was interpolated from observed gravity values.
 GY0399
 GY0399;                    North         East    Units  Estimated Accuracy
 GY0399;SPC WV S     -   100,670.      503,830.      MT  (+/- 180 meters Scaled)
 GY0399
 GY0399                          SUPERSEDED SURVEY CONTROL
 GY0399
 GY0399  NGVD 29 (??/??/92)  281.314  (m)          922.94   (f) ADJ UNCH    2 0
 GY0399
 GY0399.Superseded values are not recommended for survey control.
 GY0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0399.See file dsdata.txt to determine how the superseded data were derived.
 GY0399
 GY0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB038954(NAD 83)
 GY0399_MARKER: DB = BENCH MARK DISK
 GY0399_SETTING: 66 = SET IN ROCK OUTCROP
 GY0399_SP_SET: ROCK CUT
 GY0399_STAMPING: W 155 1957
 GY0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0399+STABILITY: POSITION/ELEVATION WELL
 GY0399
 GY0399  HISTORY     - Date     Condition        Report By
 GY0399  HISTORY     - 1957     MONUMENTED       CGS
 GY0399
 GY0399                          STATION DESCRIPTION
 GY0399
 GY0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0399'9 MI SW FROM CHAPMANVILLE.
 GY0399'ABOUT 5.75 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE
 GY0399'HIGH SCHOOL AT CHAPMANVILLE, THENCE ABOUT 3.3 MILES SOUTH
 GY0399'ALONG A ROAD FOLLOWING SMOKEHOUSE FORK UPSTREAM, ABOUT 0.8
 GY0399'MILE SOUTH OF CONLEY SCHOOL, ABOUT 140 YARDS NORTH OF A NARROW
 GY0399'WOODEN BRIDGE OVER A CREEK BRANCH, ABOUT 116 YARDS SOUTH OF
 GY0399'POWER POLE NO. 682-D 6, SET VERTICALLY IN THE WEST FACE OF A
 GY0399'SHALY ROCK CUT, 19 FEET EAST OF CENTER LINE OF ROAD, 35 FEET
 GY0399'EAST AND ACROSS ROAD FROM CENTER OF CREEK BED, ABOUT 8 FEET
 GY0399'ABOVE LEVEL OF CREEK BED, AND ABOUT 6 FEET ABOVE LEVEL OF ROAD.
 GY0399'NOTE-- MARK IS REACHED FROM MOD FORK BAPTIST CHURCH AT SHEGON BY
 GY0399'GOING ABOUT 2.4 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING
 GY0399'TO DINGESS, THENCE ABOUT 2.25 MILES NORTH ALONG A ROAD TO THE
 GY0399'TOP OF A GRADE AND GAP, THENCE ABOUT 1.35 MILES NORTHEAST
 GY0399'AND DOWN HILL ALONG A ROAD LEADING TO CONLEY SCHOOL AND INTO
 GY0399'SMOKEHOUSE FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2219 ***********************************************************************
 HX2219  DESIGNATION -  W 156
 HX2219  PID         -  HX2219
 HX2219  STATE/COUNTY-  WV/LINCOLN
 HX2219  USGS QUAD   -  MUD (1976)
 HX2219
 HX2219                         *CURRENT SURVEY CONTROL
 HX2219  ___________________________________________________________________
 HX2219* NAD 83(1986)-  38 01 52.     (N)    081 56 24.     (W)     SCALED    
 HX2219* NAVD 88     -       288.156  (meters)     945.39   (feet)  ADJUSTED  
 HX2219  ___________________________________________________________________
 HX2219  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HX2219  DYNAMIC HT  -         287.948 (meters)     944.71  (feet)  COMP
 HX2219  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 HX2219
 HX2219  VERT ORDER  -  SECOND    CLASS 0
 HX2219
 HX2219.The horizontal coordinates were scaled from a topographic map and have
 HX2219.an estimated accuracy of +/- 6 seconds.
 HX2219
 HX2219.The orthometric height was determined by differential leveling
 HX2219.and adjusted by the National Geodetic Survey in June 1991..
 HX2219
 HX2219.The geoid height was determined by GEOID03.
 HX2219
 HX2219.The dynamic height is computed by dividing the NAVD 88
 HX2219.geopotential number by the normal gravity value computed on the
 HX2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2219.degrees latitude (g = 980.6199 gals.).
 HX2219
 HX2219.The modeled gravity was interpolated from observed gravity values.
 HX2219
 HX2219;                    North         East    Units  Estimated Accuracy
 HX2219;SPC WV S     -   114,860.      517,480.      MT  (+/- 180 meters Scaled)
 HX2219
 HX2219                          SUPERSEDED SURVEY CONTROL
 HX2219
 HX2219  NGVD 29 (??/??/92)  288.366  (m)          946.08   (f) ADJ UNCH    2 0
 HX2219
 HX2219.Superseded values are not recommended for survey control.
 HX2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2219.See file dsdata.txt to determine how the superseded data were derived.
 HX2219
 HX2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC175096(NAD 83)
 HX2219_MARKER: DB = BENCH MARK DISK
 HX2219_SETTING: 66 = SET IN ROCK OUTCROP
 HX2219_SP_SET: ROCK CUT
 HX2219_STAMPING: W 156 1957
 HX2219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2219+STABILITY: POSITION/ELEVATION WELL
 HX2219
 HX2219  HISTORY     - Date     Condition        Report By
 HX2219  HISTORY     - 1957     MONUMENTED       CGS
 HX2219
 HX2219                          STATION DESCRIPTION
 HX2219
 HX2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2219'3.2 MI ESE FROM DOLLIE.
 HX2219'ABOUT 3.25 MILE EAST-SOUTHEAST ALONG GRAVEL ROAD FROM THE SCHOOL
 HX2219'AT DOLLIE, 0.1 MILE EAST-SOUTHEAST OF THE JUNCTION OF DRIVE
 HX2219'SOUTHWEST TO A FARM HOUSE, 147 YARDS WEST OF THE JUNCTION OF A
 HX2219'SMALL ROAD LEADING SOUTHEAST INTO A CREEK BRANCH, 12 FEET
 HX2219'NORTHWEST OF THE NORTH END OF A 15-INCH CORRUGATED PIPE CULVERT
 HX2219'UNDER THE ROAD, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HX2219'SET VERTICALLY IN THE SOUTH FACE OF A HEAVY LAYER OF ROCK AT THE
 HX2219'BOTTOM OF A RECESSED PART OF A 12 FOOT HIGH OLD ROCK CUT, ABOUT
 HX2219'2 FEET ABOVE THE GROUND AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2500 ***********************************************************************
 GX2500  DESIGNATION -  W 157
 GX2500  PID         -  GX2500
 GX2500  STATE/COUNTY-  WV/BOONE
 GX2500  USGS QUAD   -  CLOTHIER (1989)
 GX2500
 GX2500                         *CURRENT SURVEY CONTROL
 GX2500  ___________________________________________________________________
 GX2500* NAD 83(1986)-  37 57 22.     (N)    081 51 07.     (W)     SCALED    
 GX2500* NAVD 88     -       254.929  (meters)     836.38   (feet)  ADJUSTED  
 GX2500  ___________________________________________________________________
 GX2500  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GX2500  DYNAMIC HT  -         254.742 (meters)     835.77  (feet)  COMP
 GX2500  MODELED GRAV-     979,890.6   (mgal)                       NAVD 88
 GX2500
 GX2500  VERT ORDER  -  SECOND    CLASS 0
 GX2500
 GX2500.The horizontal coordinates were scaled from a topographic map and have
 GX2500.an estimated accuracy of +/- 6 seconds.
 GX2500
 GX2500.The orthometric height was determined by differential leveling
 GX2500.and adjusted by the National Geodetic Survey in June 1991..
 GX2500
 GX2500.The geoid height was determined by GEOID03.
 GX2500
 GX2500.The dynamic height is computed by dividing the NAVD 88
 GX2500.geopotential number by the normal gravity value computed on the
 GX2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2500.degrees latitude (g = 980.6199 gals.).
 GX2500
 GX2500.The modeled gravity was interpolated from observed gravity values.
 GX2500
 GX2500;                    North         East    Units  Estimated Accuracy
 GX2500;SPC WV S     -   106,460.      525,130.      MT  (+/- 180 meters Scaled)
 GX2500
 GX2500                          SUPERSEDED SURVEY CONTROL
 GX2500
 GX2500  NGVD 29 (??/??/92)  255.138  (m)          837.07   (f) ADJ UNCH    2 0
 GX2500
 GX2500.Superseded values are not recommended for survey control.
 GX2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2500.See file dsdata.txt to determine how the superseded data were derived.
 GX2500
 GX2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC251012(NAD 83)
 GX2500_MARKER: DB = BENCH MARK DISK
 GX2500_SETTING: 66 = SET IN ROCK OUTCROP
 GX2500_SP_SET: CUT
 GX2500_STAMPING: W 157 1957
 GX2500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2500+STABILITY: POSITION/ELEVATION WELL
 GX2500
 GX2500  HISTORY     - Date     Condition        Report By
 GX2500  HISTORY     - 1957     MONUMENTED       CGS
 GX2500  HISTORY     - 1973     GOOD             LOCENG
 GX2500
 GX2500                          STATION DESCRIPTION
 GX2500
 GX2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2500'2.4 MI SW FROM JEFFERY.
 GX2500'ABOUT 2.4 MILE SOUTHWEST ALONG HEWETT ROAD (BLACKTOP) FROM ITS
 GX2500'JUNCTION WITH U.S. 119 AT JEFFERY, 58 YARDS NORTH OF THE NORTH
 GX2500'PUMP OF TWO GAS PUMPS AT THE ASHLAND GAS STATION AND STORE, 15
 GX2500'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY
 GX2500'IN THE SOUTHWEST FACE OF AN 8 FOOT HIGH SOLID ROCK CUT, ABOUT
 GX2500'3 1/2 FEET ABOVE THE GROUND AND 1 FOOT ABOVE THE LEVEL OF THE
 GX2500'ROAD.
 GX2500
 GX2500                          STATION RECOVERY (1973)
 GX2500
 GX2500'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0346 ***********************************************************************
 GY0346  DESIGNATION -  W 158
 GY0346  PID         -  GY0346
 GY0346  STATE/COUNTY-  WV/MINGO
 GY0346  USGS QUAD   -  WILSONDALE (1981)
 GY0346
 GY0346                         *CURRENT SURVEY CONTROL
 GY0346  ___________________________________________________________________
 GY0346* NAD 83(1986)-  37 53 50.     (N)    082 19 42.     (W)     SCALED    
 GY0346* NAVD 88     -       248.009  (meters)     813.68   (feet)  ADJUSTED  
 GY0346  ___________________________________________________________________
 GY0346  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GY0346  DYNAMIC HT  -         247.827 (meters)     813.08  (feet)  COMP
 GY0346  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 GY0346
 GY0346  VERT ORDER  -  SECOND    CLASS 0
 GY0346
 GY0346.The horizontal coordinates were scaled from a topographic map and have
 GY0346.an estimated accuracy of +/- 6 seconds.
 GY0346
 GY0346.The orthometric height was determined by differential leveling
 GY0346.and adjusted by the National Geodetic Survey in June 1991..
 GY0346
 GY0346.The geoid height was determined by GEOID03.
 GY0346
 GY0346.The dynamic height is computed by dividing the NAVD 88
 GY0346.geopotential number by the normal gravity value computed on the
 GY0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0346.degrees latitude (g = 980.6199 gals.).
 GY0346
 GY0346.The modeled gravity was interpolated from observed gravity values.
 GY0346
 GY0346;                    North         East    Units  Estimated Accuracy
 GY0346;SPC WV S     -   100,420.      483,180.      MT  (+/- 180 meters Scaled)
 GY0346
 GY0346                          SUPERSEDED SURVEY CONTROL
 GY0346
 GY0346  NGVD 29 (??/??/92)  248.220  (m)          814.37   (f) ADJ UNCH    2 0
 GY0346
 GY0346.Superseded values are not recommended for survey control.
 GY0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0346.See file dsdata.txt to determine how the superseded data were derived.
 GY0346
 GY0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB832952(NAD 83)
 GY0346_MARKER: DB = BENCH MARK DISK
 GY0346_SETTING: 66 = SET IN ROCK OUTCROP
 GY0346_SP_SET: ROCK CUT
 GY0346_STAMPING: W 158 1957
 GY0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0346+STABILITY: POSITION/ELEVATION WELL
 GY0346
 GY0346  HISTORY     - Date     Condition        Report By
 GY0346  HISTORY     - 1957     MONUMENTED       CGS
 GY0346
 GY0346                          STATION DESCRIPTION
 GY0346
 GY0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0346'4.6 MI NE FROM SELWYN.
 GY0346'ABOUT 0.15 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GY0346'AT SELWYN, THENCE ABOUT 2.8 MILES NORTHEAST ALONG A GRAVEL ROAD,
 GY0346'THENCE ABOUT 1.6 MILES EAST AND NORTHEAST ALONG JENNIE CREEK ROAD,
 GY0346'ABOUT 0.8 MILE NORTHEAST TO A 1-STORY HOUSE WITH BRICK SIDING,
 GY0346'SET VERTICALLY IN THE NORTH FACE OF A LARGE ROCK CUT, 22 FEET
 GY0346'SOUTH OF CENTER LINE OF ROAD, 18 FEET WEST OF EXTENDED CENTER
 GY0346'LINE OF DRIVE, 78 FEET EAST OF WEST END OF ROCK CUT AND ABOUT 2
 GY0346'FEET ABOVE GROUND AND LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0752 ***********************************************************************
 HY0752  DESIGNATION -  W 159
 HY0752  PID         -  HY0752
 HY0752  STATE/COUNTY-  WV/WAYNE
 HY0752  USGS QUAD   -  KIAHSVILLE (1975)
 HY0752
 HY0752                         *CURRENT SURVEY CONTROL
 HY0752  ___________________________________________________________________
 HY0752* NAD 83(1986)-  38 03 11.     (N)    082 18 29.     (W)     SCALED    
 HY0752* NAVD 88     -       220.182  (meters)     722.38   (feet)  ADJUSTED  
 HY0752  ___________________________________________________________________
 HY0752  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HY0752  DYNAMIC HT  -         220.022 (meters)     721.86  (feet)  COMP
 HY0752  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 HY0752
 HY0752  VERT ORDER  -  SECOND    CLASS 0
 HY0752
 HY0752.The horizontal coordinates were scaled from a topographic map and have
 HY0752.an estimated accuracy of +/- 6 seconds.
 HY0752
 HY0752.The orthometric height was determined by differential leveling
 HY0752.and adjusted by the National Geodetic Survey in June 1991..
 HY0752
 HY0752.The geoid height was determined by GEOID03.
 HY0752
 HY0752.The dynamic height is computed by dividing the NAVD 88
 HY0752.geopotential number by the normal gravity value computed on the
 HY0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0752.degrees latitude (g = 980.6199 gals.).
 HY0752
 HY0752.The modeled gravity was interpolated from observed gravity values.
 HY0752
 HY0752;                    North         East    Units  Estimated Accuracy
 HY0752;SPC WV S     -   117,690.      485,210.      MT  (+/- 180 meters Scaled)
 HY0752
 HY0752                          SUPERSEDED SURVEY CONTROL
 HY0752
 HY0752  NGVD 29 (??/??/92)  220.394  (m)          723.08   (f) ADJ UNCH    2 0
 HY0752
 HY0752.Superseded values are not recommended for survey control.
 HY0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0752.See file dsdata.txt to determine how the superseded data were derived.
 HY0752
 HY0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC852125(NAD 83)
 HY0752_MARKER: DB = BENCH MARK DISK
 HY0752_SETTING: 80 = SET IN A BOULDER
 HY0752_SP_SET: BOULDER
 HY0752_STAMPING: W 159 1957
 HY0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0752+STABILITY: SURFACE MOTION
 HY0752
 HY0752  HISTORY     - Date     Condition        Report By
 HY0752  HISTORY     - 1957     MONUMENTED       CGS
 HY0752
 HY0752                          STATION DESCRIPTION
 HY0752
 HY0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0752'9.8 MI SW FROM COVE GAP.
 HY0752'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE ROAD JUNCTION,
 HY0752'CHURCH AND SCHOOL AT COVE GAP, THENCE ABOUT 5.75 MILES SOUTHEAST
 HY0752'ALONG A ROAD FOLLOWING EAST FORK OF TWELVEPOLE CREEK, ABOUT 0.1
 HY0752'MILE NORTH OF JUNCTION OF A ROAD SOUTHWEST AND A FOOT BRIDGE
 HY0752'OVER CREEK, OIN THE INSIDE OF A CURVE, SET VERTICALLY IN THE
 HY0752'NORTHWEST FACE OF THE WEST CORNER OF A LARGE PROMINENT EMBEDDED
 HY0752'BOULDER ABOUT 25 FEET LONG, 15 FEET WIDE AND 10 FEET HIGH, ON THE
 HY0752'SOUTHEAST SIDE OF ROAD, 2 1/2 FEET NORTHEAST OF WEST CORNER OF
 HY0752'BOULDER AND ABOUT 20 FEET ABOVE ROAD AND 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1414 ***********************************************************************
 HW1414  DESIGNATION -  W 16
 HW1414  PID         -  HW1414
 HW1414  STATE/COUNTY-  WV/PENDLETON
 HW1414  USGS QUAD   -  CIRCLEVILLE (1995)
 HW1414
 HW1414                         *CURRENT SURVEY CONTROL
 HW1414  ___________________________________________________________________
 HW1414* NAD 83(1986)-  38 42 22.     (N)    079 24 03.     (W)     SCALED    
 HW1414* NAVD 88     -      1092.838  (meters)    3585.42   (feet)  ADJUSTED  
 HW1414  ___________________________________________________________________
 HW1414  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HW1414  DYNAMIC HT  -        1092.062 (meters)    3582.87  (feet)  COMP
 HW1414  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 HW1414
 HW1414  VERT ORDER  -  SECOND    CLASS 0
 HW1414
 HW1414.The horizontal coordinates were scaled from a topographic map and have
 HW1414.an estimated accuracy of +/- 6 seconds.
 HW1414
 HW1414.The orthometric height was determined by differential leveling
 HW1414.and adjusted by the National Geodetic Survey in June 1991..
 HW1414
 HW1414.The geoid height was determined by GEOID03.
 HW1414
 HW1414.The dynamic height is computed by dividing the NAVD 88
 HW1414.geopotential number by the normal gravity value computed on the
 HW1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1414.degrees latitude (g = 980.6199 gals.).
 HW1414
 HW1414.The modeled gravity was interpolated from observed gravity values.
 HW1414
 HW1414;                    North         East    Units  Estimated Accuracy
 HW1414;SPC WV S     -   190,560.      739,090.      MT  (+/- 180 meters Scaled)
 HW1414
 HW1414                          SUPERSEDED SURVEY CONTROL
 HW1414
 HW1414  NGVD 29 (??/??/92) 1093.001  (m)         3585.95   (f) ADJ UNCH    2 0
 HW1414
 HW1414.Superseded values are not recommended for survey control.
 HW1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1414.See file dsdata.txt to determine how the superseded data were derived.
 HW1414
 HW1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC390853(NAD 83)
 HW1414_MARKER: DB = BENCH MARK DISK
 HW1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1414_STAMPING: W 16 1934
 HW1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1414+STABILITY: SURFACE MOTION
 HW1414
 HW1414  HISTORY     - Date     Condition        Report By
 HW1414  HISTORY     - 1934     MONUMENTED       CGS
 HW1414  HISTORY     - 1954     MARK NOT FOUND   USE
 HW1414
 HW1414                          STATION DESCRIPTION
 HW1414
 HW1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1414'9.6 MI W FROM FRANKLIN.
 HW1414'9.6 MILES WEST ALONG U.S. HIGHWAY 33 FROM FRANKLIN, PENDLETON
 HW1414'COUNTY, 80 YARDS NORTHWEST OF A SIGN AT THE TOP OF NORTH FORK
 HW1414'MOUNTAIN, 75 YARDS NORTHWEST OF A STORE, 9 YARDS NORTH OF THE
 HW1414'CENTERLINE OF THE HIGHWAY, AND 2 FEET LOWER THAN THE HIGHWAY.  A
 HW1414'STANDARD DISK, STAMPED W 16 1934 AND SET IN THE TOP OF A CONCRETE
 HW1414'POST.
 HW1414
 HW1414                          STATION RECOVERY (1954)
 HW1414
 HW1414'RECOVERY NOTE BY US ENGINEERS 1954
 HW1414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0373 ***********************************************************************
 GY0373  DESIGNATION -  W 160
 GY0373  PID         -  GY0373
 GY0373  STATE/COUNTY-  WV/LOGAN
 GY0373  USGS QUAD   -  TRACE (1976)
 GY0373
 GY0373                         *CURRENT SURVEY CONTROL
 GY0373  ___________________________________________________________________
 GY0373* NAD 83(1986)-  37 58 16.     (N)    082 10 53.     (W)     SCALED    
 GY0373* NAVD 88     -       236.489  (meters)     775.88   (feet)  ADJUSTED  
 GY0373  ___________________________________________________________________
 GY0373  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GY0373  DYNAMIC HT  -         236.316 (meters)     775.31  (feet)  COMP
 GY0373  MODELED GRAV-     979,892.3   (mgal)                       NAVD 88
 GY0373
 GY0373  VERT ORDER  -  SECOND    CLASS 0
 GY0373
 GY0373.The horizontal coordinates were scaled from a topographic map and have
 GY0373.an estimated accuracy of +/- 6 seconds.
 GY0373
 GY0373.The orthometric height was determined by differential leveling
 GY0373.and adjusted by the National Geodetic Survey in June 1991..
 GY0373
 GY0373.The geoid height was determined by GEOID03.
 GY0373
 GY0373.The dynamic height is computed by dividing the NAVD 88
 GY0373.geopotential number by the normal gravity value computed on the
 GY0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0373.degrees latitude (g = 980.6199 gals.).
 GY0373
 GY0373.The modeled gravity was interpolated from observed gravity values.
 GY0373
 GY0373;                    North         East    Units  Estimated Accuracy
 GY0373;SPC WV S     -   108,440.      496,210.      MT  (+/- 180 meters Scaled)
 GY0373
 GY0373                          SUPERSEDED SURVEY CONTROL
 GY0373
 GY0373  NGVD 29 (??/??/92)  236.703  (m)          776.58   (f) ADJ UNCH    2 0
 GY0373
 GY0373.Superseded values are not recommended for survey control.
 GY0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0373.See file dsdata.txt to determine how the superseded data were derived.
 GY0373
 GY0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC962032(NAD 83)
 GY0373_MARKER: DB = BENCH MARK DISK
 GY0373_SETTING: 66 = SET IN ROCK OUTCROP
 GY0373_SP_SET: ROCK CUT
 GY0373_STAMPING: W 160 1957
 GY0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0373+STABILITY: POSITION/ELEVATION WELL
 GY0373
 GY0373  HISTORY     - Date     Condition        Report By
 GY0373  HISTORY     - 1957     MONUMENTED       CGS
 GY0373
 GY0373                          STATION DESCRIPTION
 GY0373
 GY0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0373'7.6 MI SW FROM HART.
 GY0373'ABOUT 5.3 MILES SOUTH ALONG HART CREEK ROAD FROM THE HIGH SCHOOL
 GY0373'AT HART, THENCE ABOUT 2.15 MILES WEST ALONG TRACE FORK ROAD,
 GY0373'THENCE ABOUT 0.1 MILE NORTH ALONG A ROUGH ROAD WHICH LEADS OVER
 GY0373'MOUNTAIN AND INTO KIAH CREEK, ABOUT 46 YARDS NORTHWEST OF
 GY0373'NORTHWEST FACE OF A BARN WHICH IS LOCATED SOUTHWEST OF ROAD,
 GY0373'SET VERTICALLY IN THE SOUTHWEST FACE OF A LONG ROCK CUT, 9 FEET
 GY0373'NORTHEAST OF CENTER LINE OF ROAD, 29 FEET SOUTHEAST OF NORTHWEST
 GY0373'END OF ROCK CUT, 3 FEET ABOVE GROUND AND ABOUT 4 FEET ABOVE
 GY0373'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2166 ***********************************************************************
 GX2166  DESIGNATION -  W 161
 GX2166  PID         -  GX2166
 GX2166  STATE/COUNTY-  WV/MINGO
 GX2166  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2166
 GX2166                         *CURRENT SURVEY CONTROL
 GX2166  ___________________________________________________________________
 GX2166* NAD 83(1986)-  37 37 12.     (N)    081 53 29.     (W)     SCALED    
 GX2166* NAVD 88     -       271.260  (meters)     889.96   (feet)  ADJUSTED  
 GX2166  ___________________________________________________________________
 GX2166  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GX2166  DYNAMIC HT  -         271.052 (meters)     889.28  (feet)  COMP
 GX2166  MODELED GRAV-     979,856.7   (mgal)                       NAVD 88
 GX2166
 GX2166  VERT ORDER  -  SECOND    CLASS 0
 GX2166
 GX2166.The horizontal coordinates were scaled from a topographic map and have
 GX2166.an estimated accuracy of +/- 6 seconds.
 GX2166
 GX2166.The orthometric height was determined by differential leveling
 GX2166.and adjusted by the National Geodetic Survey in June 1991..
 GX2166
 GX2166.The geoid height was determined by GEOID03.
 GX2166
 GX2166.The dynamic height is computed by dividing the NAVD 88
 GX2166.geopotential number by the normal gravity value computed on the
 GX2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2166.degrees latitude (g = 980.6199 gals.).
 GX2166
 GX2166.The modeled gravity was interpolated from observed gravity values.
 GX2166
 GX2166;                    North         East    Units  Estimated Accuracy
 GX2166;SPC WV S     -    69,190.      521,310.      MT  (+/- 180 meters Scaled)
 GX2166
 GX2166                          SUPERSEDED SURVEY CONTROL
 GX2166
 GX2166  NGVD 29 (??/??/92)  271.464  (m)          890.63   (f) ADJ UNCH    2 0
 GX2166
 GX2166.Superseded values are not recommended for survey control.
 GX2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2166.See file dsdata.txt to determine how the superseded data were derived.
 GX2166
 GX2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB213640(NAD 83)
 GX2166_MARKER: DB = BENCH MARK DISK
 GX2166_SETTING: 66 = SET IN ROCK OUTCROP
 GX2166_SP_SET: ROCK CUT
 GX2166_STAMPING: W 161 1957
 GX2166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2166+STABILITY: POSITION/ELEVATION WELL
 GX2166
 GX2166  HISTORY     - Date     Condition        Report By
 GX2166  HISTORY     - 1957     MONUMENTED       CGS
 GX2166
 GX2166                          STATION DESCRIPTION
 GX2166
 GX2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2166'2.2 MI W FROM GILBERT.
 GX2166'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION
 GX2166'OF STATE HIGHWAY 80 AT GILBERT, ABOUT 0.75 MILE WEST OF GILBERT
 GX2166'HIGH SCHOOL, AT THE JUNCTION OF GILBERT CREEK ROAD, IN THE TOP OF
 GX2166'A NARROW LEDGE ON THE WEST FACE OF A ROCK CUT, 15 FEET EAST OF
 GX2166'CENTER LINE OF HIGHWAY, 36 FEET EAST AND ACROSS HIGHWAY FROM THE
 GX2166'NORTHEAST CORNER OF A 60-FOOT BRIDGE ON GILBERT CREEK ROAD, 1 FOOT
 GX2166'BELOW THE LETTERS BM CUT IN FACE OF ROCK AND ABOUT 3 FEET ABOVE
 GX2166'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2151 ***********************************************************************
 GX2151  DESIGNATION -  W 162
 GX2151  PID         -  GX2151
 GX2151  STATE/COUNTY-  WV/LOGAN
 GX2151  USGS QUAD   -  MALLORY (1976)
 GX2151
 GX2151                         *CURRENT SURVEY CONTROL
 GX2151  ___________________________________________________________________
 GX2151* NAD 83(1986)-  37 43 50.     (N)    081 52 22.     (W)     SCALED    
 GX2151* NAVD 88     -       226.509  (meters)     743.14   (feet)  ADJUSTED  
 GX2151  ___________________________________________________________________
 GX2151  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GX2151  DYNAMIC HT  -         226.339 (meters)     742.58  (feet)  COMP
 GX2151  MODELED GRAV-     979,874.5   (mgal)                       NAVD 88
 GX2151
 GX2151  VERT ORDER  -  SECOND    CLASS 0
 GX2151
 GX2151.The horizontal coordinates were scaled from a topographic map and have
 GX2151.an estimated accuracy of +/- 6 seconds.
 GX2151
 GX2151.The orthometric height was determined by differential leveling
 GX2151.and adjusted by the National Geodetic Survey in June 1991..
 GX2151
 GX2151.The geoid height was determined by GEOID03.
 GX2151
 GX2151.The dynamic height is computed by dividing the NAVD 88
 GX2151.geopotential number by the normal gravity value computed on the
 GX2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2151.degrees latitude (g = 980.6199 gals.).
 GX2151
 GX2151.The modeled gravity was interpolated from observed gravity values.
 GX2151
 GX2151;                    North         East    Units  Estimated Accuracy
 GX2151;SPC WV S     -    81,450.      523,070.      MT  (+/- 180 meters Scaled)
 GX2151
 GX2151                          SUPERSEDED SURVEY CONTROL
 GX2151
 GX2151  NGVD 29 (??/??/92)  226.720  (m)          743.83   (f) ADJ UNCH    2 0
 GX2151
 GX2151.Superseded values are not recommended for survey control.
 GX2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2151.See file dsdata.txt to determine how the superseded data were derived.
 GX2151
 GX2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB230762(NAD 83)
 GX2151_MARKER: DB = BENCH MARK DISK
 GX2151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2151_SP_SET: BRIDGE
 GX2151_STAMPING: W 162 1957
 GX2151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2151
 GX2151  HISTORY     - Date     Condition        Report By
 GX2151  HISTORY     - 1957     MONUMENTED       CGS
 GX2151
 GX2151                          STATION DESCRIPTION
 GX2151
 GX2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2151'AT HUFF JUNCTION.
 GX2151'AT HUFF JUNCTION, ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY
 GX2151'80 FROM THE JUNCTION OF STATE HIGHWAY 10, ALONG THE CHESAPEAKE
 GX2151'AND OHIO RAILWAY, ABOUT 7 1/2 RAILS NORTH OF THE CROSSING OF
 GX2151'HIGHWAY 80, IN THE TOP OF WEST END OF NORTH ABUTMENT OF BRIDGE
 GX2151'NO. 792 OVER HUFF CREEK, 6 FEET WEST OF WEST RAIL AND ABOUT 1
 GX2151'FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1152 ***********************************************************************
 GX1152  DESIGNATION -  W 163
 GX1152  PID         -  GX1152
 GX1152  STATE/COUNTY-  WV/RALEIGH
 GX1152  USGS QUAD   -  LESTER (1976)
 GX1152
 GX1152                         *CURRENT SURVEY CONTROL
 GX1152  ___________________________________________________________________
 GX1152* NAD 83(1986)-  37 39 19.     (N)    081 18 56.     (W)     SCALED    
 GX1152* NAVD 88     -       514.037  (meters)    1686.47   (feet)  ADJUSTED  
 GX1152  ___________________________________________________________________
 GX1152  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1152  DYNAMIC HT  -         513.618 (meters)    1685.10  (feet)  COMP
 GX1152  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 GX1152
 GX1152  VERT ORDER  -  SECOND    CLASS 0
 GX1152
 GX1152.The horizontal coordinates were scaled from a topographic map and have
 GX1152.an estimated accuracy of +/- 6 seconds.
 GX1152
 GX1152.The orthometric height was determined by differential leveling
 GX1152.and adjusted by the National Geodetic Survey in June 1991..
 GX1152
 GX1152.The geoid height was determined by GEOID03.
 GX1152
 GX1152.The dynamic height is computed by dividing the NAVD 88
 GX1152.geopotential number by the normal gravity value computed on the
 GX1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1152.degrees latitude (g = 980.6199 gals.).
 GX1152
 GX1152.The modeled gravity was interpolated from observed gravity values.
 GX1152
 GX1152;                    North         East    Units  Estimated Accuracy
 GX1152;SPC WV S     -    72,780.      572,160.      MT  (+/- 180 meters Scaled)
 GX1152
 GX1152                          SUPERSEDED SURVEY CONTROL
 GX1152
 GX1152  NGVD 29 (??/??/92)  514.196  (m)         1686.99   (f) ADJ UNCH    2 0
 GX1152
 GX1152.Superseded values are not recommended for survey control.
 GX1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1152.See file dsdata.txt to determine how the superseded data were derived.
 GX1152
 GX1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB721676(NAD 83)
 GX1152_MARKER: DB = BENCH MARK DISK
 GX1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1152_SP_SET: BRIDGE
 GX1152_STAMPING: W 163 1960
 GX1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1152
 GX1152  HISTORY     - Date     Condition        Report By
 GX1152  HISTORY     - 1960     MONUMENTED       CGS
 GX1152
 GX1152                          STATION DESCRIPTION
 GX1152
 GX1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1152'0.9 MI SW FROM TAMS.
 GX1152'ABOUT 0.9 MILE SOUTHWEST ALONG THE VIRGINIAN RAILWAY FROM THE
 GX1152'STATION AT TAMS, ABOUT 1.35 MILES NORTHEAST OF THE GENERAL STORE
 GX1152'NO. 26 AT HELEN, ABOUT 0.15 MILE SOUTHWEST OF CROSSING OF STATE
 GX1152'HIGHWAY 16, SET IN THE TOP OF THE NORTHWEST END OF NORTHEAST
 GX1152'ABUTMENT OF A 20-FOOT RAILROAD BRIDGE, 4.4 FEET NORTHWEST OF
 GX1152'NORTHWEST RAIL AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0308 ***********************************************************************
 JW0308  CBN         -  This is a Cooperative Base Network Control Station.
 JW0308  DESIGNATION -  W 17
 JW0308  PID         -  JW0308
 JW0308  STATE/COUNTY-  WV/HARDY
 JW0308  USGS QUAD   -  MOOREFIELD (1981)
 JW0308
 JW0308                         *CURRENT SURVEY CONTROL
 JW0308  ___________________________________________________________________
 JW0308* NAD 83(1995)-  39 02 59.93835(N)    078 58 37.04269(W)     ADJUSTED  
 JW0308* NAVD 88     -       250.310  (meters)     821.23   (feet)  ADJUSTED  
 JW0308  ___________________________________________________________________
 JW0308  X           -     948,371.278 (meters)                     COMP
 JW0308  Y           -  -4,868,492.541 (meters)                     COMP
 JW0308  Z           -   3,996,765.198 (meters)                     COMP
 JW0308  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 JW0308  ELLIP HEIGHT-         218.09  (meters)          (04/23/01) GPS OBS
 JW0308  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JW0308  DYNAMIC HT  -         250.149 (meters)     820.70  (feet)  COMP
 JW0308  MODELED GRAV-     979,979.0   (mgal)                       NAVD 88
 JW0308
 JW0308  HORZ ORDER  -  A
 JW0308  VERT ORDER  -  SECOND    CLASS 0
 JW0308  ELLP ORDER  -  FOURTH    CLASS I
 JW0308
 JW0308.The horizontal coordinates were established by GPS observations
 JW0308.and adjusted by the National Geodetic Survey in April 2001..
 JW0308
 JW0308.The orthometric height was determined by differential leveling
 JW0308.and adjusted by the National Geodetic Survey in June 1991..
 JW0308
 JW0308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW0308
 JW0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW0308
 JW0308.The ellipsoidal height was determined by GPS observations
 JW0308.and is referenced to NAD 83.
 JW0308
 JW0308.The geoid height was determined by GEOID03.
 JW0308
 JW0308.The dynamic height is computed by dividing the NAVD 88
 JW0308.geopotential number by the normal gravity value computed on the
 JW0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0308.degrees latitude (g = 980.6199 gals.).
 JW0308
 JW0308.The modeled gravity was interpolated from observed gravity values.
 JW0308
 JW0308;                    North         East     Units Scale Factor Converg.
 JW0308;SPC WV N     -    61,189.351   645,276.833   MT  0.99999093   +0 20 00.9
 JW0308;UTM  17      - 4,324,270.803   675,063.169   MT  0.99997738   +1 16 29.4
 JW0308
 JW0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW0308!SPC WV N     -   0.99996578  x   0.99999093  =   0.99995671
 JW0308!UTM  17      -   0.99996578  x   0.99997738  =   0.99994316
 JW0308
 JW0308                          SUPERSEDED SURVEY CONTROL
 JW0308
 JW0308  NAVD 88 (04/23/01)  250.31   (m)          821.2    (f) LEVELING    3  
 JW0308  NGVD 29 (??/??/92)  250.464  (m)          821.73   (f) ADJ UNCH    2 0
 JW0308
 JW0308.Superseded values are not recommended for survey control.
 JW0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0308.See file dsdata.txt to determine how the superseded data were derived.
 JW0308
 JW0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD7506324271(NAD 83)
 JW0308_MARKER: DB = BENCH MARK DISK
 JW0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0308_STAMPING: W 17 1934
 JW0308_MARK LOGO: CGS   
 JW0308_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0308+STABILITY: SURFACE MOTION
 JW0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW0308+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 JW0308
 JW0308  HISTORY     - Date     Condition        Report By
 JW0308  HISTORY     - 1934     MONUMENTED       CGS
 JW0308  HISTORY     - 20000329 GOOD             WVALS
 JW0308  HISTORY     - 20050318 GOOD             JCLS
 JW0308  HISTORY     - 20050318 GOOD             JCLS
 JW0308  HISTORY     - 20050407 GOOD             SUTECH
 JW0308
 JW0308                          STATION DESCRIPTION
 JW0308
 JW0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0308'1.6 MI S FROM MOOREFIELD.
 JW0308'1.6 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0308'MOOREFIELD, HARDY COUNTY, AT THE CROSSING OF U.S. HIGHWAY
 JW0308'220, 26 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, 6 YARDS
 JW0308'WEST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE RAIL.
 JW0308'A STANDARD DISK, STAMPED W 17 1934 AND SET IN THE TOP OF A
 JW0308'CONCRETE POST.
 JW0308
 JW0308                          STATION RECOVERY (2000)
 JW0308
 JW0308'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (CEK)
 JW0308'THE STATION IS LOCATED ON THE SOUTHWEST EDGE OF MOOREFIELD.
 JW0308'
 JW0308'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220 AND
 JW0308'COUNTY ROUTE 13 GO NORTHEAST ON HIGHWAY 220 FOR 0.32 KM (0.2 MI) TO
 JW0308'THE INTERSECTION OF A DIRT FARM ROAD 25 M (82 FT) SOUTH OF  RAILROAD
 JW0308'TRACKS.  TURN LEFT AND GO WEST ON THE FARM ROAD FOR 25 M (82 FT)
 JW0308'AND THE STATION ON THE RIGHT.
 JW0308'
 JW0308'THE STATION IS 22.9 M (75FT) WEST OF HIGHWAY 220, 5.5 M (18 FT) NORTH
 JW0308'OF
 JW0308'THE RAILROAD TRACKS AND 4.6 M (15 FT) NORTHEAST OF THE FARM ROAD.
 JW0308
 JW0308                          STATION RECOVERY (2005)
 JW0308
 JW0308'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 JW0308'RECOVERED IN GOOD CONDITION.
 JW0308
 JW0308                          STATION RECOVERY (2005)
 JW0308
 JW0308'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 JW0308'RECOVERED IN GOOD CONDITION.
 JW0308
 JW0308                          STATION RECOVERY (2005)
 JW0308
 JW0308'RECOVERY NOTE BY SURVEY TECHNOLOGIES 2005 (KL)
 JW0308'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2096 ***********************************************************************
 HX2096  DESIGNATION -  W 175 RESET 1966
 HX2096  PID         -  HX2096
 HX2096  STATE/COUNTY-  WV/BOONE
 HX2096  USGS QUAD   -  MADISON (1976)
 HX2096
 HX2096                         *CURRENT SURVEY CONTROL
 HX2096  ___________________________________________________________________
 HX2096* NAD 83(1986)-  38 05 51.     (N)    081 50 54.     (W)     SCALED    
 HX2096* NAVD 88     -       210.16   (+/-2cm)     689.5    (feet)  VERTCON   
 HX2096  ___________________________________________________________________
 HX2096  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HX2096
 HX2096  VERT ORDER  -  THIRD (See Below)
 HX2096
 HX2096.The horizontal coordinates were scaled from a topographic map and have
 HX2096.an estimated accuracy of +/- 6 seconds.
 HX2096
 HX2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2096.The vertical order pertains to the NGVD 29 superseded value.
 HX2096
 HX2096.The geoid height was determined by GEOID03.
 HX2096
 HX2096;                    North         East    Units  Estimated Accuracy
 HX2096;SPC WV S     -   122,150.      525,590.      MT  (+/- 180 meters Scaled)
 HX2096
 HX2096                          SUPERSEDED SURVEY CONTROL
 HX2096
 HX2096  NGVD 29 (09/25/03)  210.37   (m)          690.2    (f) RESET       3  
 HX2096
 HX2096.Superseded values are not recommended for survey control.
 HX2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2096.See file dsdata.txt to determine how the superseded data were derived.
 HX2096
 HX2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC256169(NAD 83)
 HX2096_MARKER: DB = BENCH MARK DISK
 HX2096_SETTING: 66 = SET IN ROCK OUTCROP
 HX2096_SP_SET: LAYERED ROCK
 HX2096_STAMPING: W 175 RESET 1966
 HX2096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2096+STABILITY: POSITION/ELEVATION WELL
 HX2096
 HX2096  HISTORY     - Date     Condition        Report By
 HX2096  HISTORY     - 1958     MONUMENTED       CGS
 HX2096
 HX2096                          STATION DESCRIPTION
 HX2096
 HX2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2096'2 MI N FROM DANVILLE.
 HX2096'ABOUT 2.0 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2096'FROM THE STATION AT DANVILLE, 443 YARDS SOUTH OF MILE POST 33,
 HX2096'280 YARDS SOUTH OF A ROAD CROSSING, SET VERTICALLY IN THE
 HX2096'NORTHWEST FACE OF LAYERED ROCK, 4 FEET ABOVE THE BOTTOM OF A
 HX2096'DITCH, AND 2 1/2 FEET ABOVE THE TOP OF RAIL, 16.5 FEET NORTHEAST
 HX2096'OF THE NORTHEAST RAIL, OF THE NORTH TRACK, 45 YARDS SOUTH OF
 HX2096'THE SOUTH END OF A CURVE IN TRACK WITH TANGENTS EXTENDING SOUTH
 HX2096'AND NORTHEAST, AND LEFT OF C AND O WAL. STA. 1750+52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2473 ***********************************************************************
 GX2473  DESIGNATION -  W 176
 GX2473  PID         -  GX2473
 GX2473  STATE/COUNTY-  WV/WYOMING
 GX2473  USGS QUAD   -  GILBERT (1977)
 GX2473
 GX2473                         *CURRENT SURVEY CONTROL
 GX2473  ___________________________________________________________________
 GX2473* NAD 83(1986)-  37 34 49.     (N)    081 47 30.     (W)     SCALED    
 GX2473* NAVD 88     -       347.838  (meters)    1141.20   (feet)  ADJUSTED  
 GX2473  ___________________________________________________________________
 GX2473  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX2473  DYNAMIC HT  -         347.570 (meters)    1140.32  (feet)  COMP
 GX2473  MODELED GRAV-     979,849.2   (mgal)                       NAVD 88
 GX2473
 GX2473  VERT ORDER  -  SECOND    CLASS 0
 GX2473
 GX2473.The horizontal coordinates were scaled from a topographic map and have
 GX2473.an estimated accuracy of +/- 6 seconds.
 GX2473
 GX2473.The orthometric height was determined by differential leveling
 GX2473.and adjusted by the National Geodetic Survey in June 1991..
 GX2473
 GX2473.The geoid height was determined by GEOID03.
 GX2473
 GX2473.The dynamic height is computed by dividing the NAVD 88
 GX2473.geopotential number by the normal gravity value computed on the
 GX2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2473.degrees latitude (g = 980.6199 gals.).
 GX2473
 GX2473.The modeled gravity was interpolated from observed gravity values.
 GX2473
 GX2473;                    North         East    Units  Estimated Accuracy
 GX2473;SPC WV S     -    64,700.      530,070.      MT  (+/- 180 meters Scaled)
 GX2473
 GX2473                          SUPERSEDED SURVEY CONTROL
 GX2473
 GX2473  NGVD 29 (??/??/92)  348.034  (m)         1141.84   (f) ADJ UNCH    2 0
 GX2473
 GX2473.Superseded values are not recommended for survey control.
 GX2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2473.See file dsdata.txt to determine how the superseded data were derived.
 GX2473
 GX2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB300595(NAD 83)
 GX2473_MARKER: DB = BENCH MARK DISK
 GX2473_SETTING: 66 = SET IN ROCK OUTCROP
 GX2473_SP_SET: CUT
 GX2473_STAMPING: W 176 1958
 GX2473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2473+STABILITY: POSITION/ELEVATION WELL
 GX2473
 GX2473  HISTORY     - Date     Condition        Report By
 GX2473  HISTORY     - 1958     MONUMENTED       CGS
 GX2473  HISTORY     - 1963     GOOD             AEROS
 GX2473
 GX2473                          STATION DESCRIPTION
 GX2473
 GX2473'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2473'8 MI SE FROM GILBERT.
 GX2473'ABOUT 7.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION
 GX2473'OF STATE HIGHWAY 80 AT GILBERT, THENCE ABOUT 0.7 MILE EAST ALONG A
 GX2473'BLACK TOP ROAD LEADING TO BAILEYSVILLE, SET VERTICALLY IN THE
 GX2473'SOUTHWEST FACE OF A SLOPING ROCK THAT IS PART OF A LONG ROCK CUT,
 GX2473'20 FEET NORTHEAST OF CENTER LINE OF ROAD, 96 FEET NORTHWEST OF
 GX2473'THE FIRST POWER POLE NORTHWEST OF A CURVE AND ALSO THE FIRST
 GX2473'POLE NORTHEAST OF ROAD, AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 GX2473
 GX2473                          STATION RECOVERY (1963)
 GX2473
 GX2473'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2493 ***********************************************************************
 GX2493  DESIGNATION -  W 177
 GX2493  PID         -  GX2493
 GX2493  STATE/COUNTY-  WV/WYOMING
 GX2493  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2493
 GX2493                         *CURRENT SURVEY CONTROL
 GX2493  ___________________________________________________________________
 GX2493* NAD 83(1986)-  37 36 44.     (N)    081 43 12.     (W)     SCALED    
 GX2493* NAVD 88     -       346.852  (meters)    1137.96   (feet)  ADJUSTED  
 GX2493  ___________________________________________________________________
 GX2493  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX2493  DYNAMIC HT  -         346.582 (meters)    1137.08  (feet)  COMP
 GX2493  MODELED GRAV-     979,840.1   (mgal)                       NAVD 88
 GX2493
 GX2493  VERT ORDER  -  SECOND    CLASS 0
 GX2493
 GX2493.The horizontal coordinates were scaled from a topographic map and have
 GX2493.an estimated accuracy of +/- 6 seconds.
 GX2493
 GX2493.The orthometric height was determined by differential leveling
 GX2493.and adjusted by the National Geodetic Survey in June 1991..
 GX2493
 GX2493.The geoid height was determined by GEOID03.
 GX2493
 GX2493.The dynamic height is computed by dividing the NAVD 88
 GX2493.geopotential number by the normal gravity value computed on the
 GX2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2493.degrees latitude (g = 980.6199 gals.).
 GX2493
 GX2493.The modeled gravity was interpolated from observed gravity values.
 GX2493
 GX2493;                    North         East    Units  Estimated Accuracy
 GX2493;SPC WV S     -    68,200.      536,430.      MT  (+/- 180 meters Scaled)
 GX2493
 GX2493                          SUPERSEDED SURVEY CONTROL
 GX2493
 GX2493  NGVD 29 (??/??/92)  347.037  (m)         1138.57   (f) ADJ UNCH    2 0
 GX2493
 GX2493.Superseded values are not recommended for survey control.
 GX2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2493.See file dsdata.txt to determine how the superseded data were derived.
 GX2493
 GX2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB364630(NAD 83)
 GX2493_MARKER: DB = BENCH MARK DISK
 GX2493_SETTING: 66 = SET IN ROCK OUTCROP
 GX2493_SP_SET: CUT
 GX2493_STAMPING: W 177 1958
 GX2493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2493+STABILITY: POSITION/ELEVATION WELL
 GX2493
 GX2493  HISTORY     - Date     Condition        Report By
 GX2493  HISTORY     - 1958     MONUMENTED       CGS
 GX2493  HISTORY     - 1970     MARK NOT FOUND   USE
 GX2493  HISTORY     - 20030202 MARK NOT FOUND   INDIV
 GX2493
 GX2493                          STATION DESCRIPTION
 GX2493
 GX2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2493'11.1 MI SW FROM OCEANA.
 GX2493'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 10 FROM THE METHODIST
 GX2493'CHURCH AT OCEANA, THENCE ABOUT 7.5 MILES SOUTHWEST ALONG A
 GX2493'BLACK TOP ROAD, THENCE ABOUT 3.0 MILES SOUTHWEST AND WEST ALONG
 GX2493'A BLACK TOP ROAD, 0.1 MILE NORTHWEST OF CROSSING OF THE
 GX2493'VIRGINIAN RAILWAY, AT THE NORTHWEST END OF A 100-FOOT BRIDGE
 GX2493'OVER CLEAR FORK, SET VERTICALLY IN THE NORTHEAST FACE OF A
 GX2493'ROCK CUT, 15 FEET SOUTHWEST OF CENTER LINE OF ROAD, 119 FEET
 GX2493'NORTHWEST OF WEST CORNER OF BRIDGE AND ABOUT 3 FEET ABOVE LEVEL
 GX2493'OF ROAD.
 GX2493
 GX2493                          STATION RECOVERY (1970)
 GX2493
 GX2493'RECOVERY NOTE BY US ENGINEERS 1970
 GX2493'MARK NOT FOUND.
 GX2493
 GX2493                          STATION RECOVERY (2003)
 GX2493
 GX2493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2493'NEW BRIDGE DATED 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1885 ***********************************************************************
 GX1885  DESIGNATION -  W 178
 GX1885  PID         -  GX1885
 GX1885  STATE/COUNTY-  WV/MCDOWELL
 GX1885  USGS QUAD   -  WAR (1977)
 GX1885
 GX1885                         *CURRENT SURVEY CONTROL
 GX1885  ___________________________________________________________________
 GX1885* NAD 83(1986)-  37 17 01.     (N)    081 39 49.     (W)     SCALED    
 GX1885* NAVD 88     -       457.292  (meters)    1500.30   (feet)  ADJUSTED  
 GX1885  ___________________________________________________________________
 GX1885  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GX1885  DYNAMIC HT  -         456.903 (meters)    1499.02  (feet)  COMP
 GX1885  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 GX1885
 GX1885  VERT ORDER  -  SECOND    CLASS 0
 GX1885
 GX1885.The horizontal coordinates were scaled from a topographic map and have
 GX1885.an estimated accuracy of +/- 6 seconds.
 GX1885
 GX1885.The orthometric height was determined by differential leveling
 GX1885.and adjusted by the National Geodetic Survey in June 1991..
 GX1885
 GX1885.The geoid height was determined by GEOID03.
 GX1885
 GX1885.The dynamic height is computed by dividing the NAVD 88
 GX1885.geopotential number by the normal gravity value computed on the
 GX1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1885.degrees latitude (g = 980.6199 gals.).
 GX1885
 GX1885.The modeled gravity was interpolated from observed gravity values.
 GX1885
 GX1885;                    North         East    Units  Estimated Accuracy
 GX1885;SPC WV S     -    31,690.      541,150.      MT  (+/- 180 meters Scaled)
 GX1885
 GX1885                          SUPERSEDED SURVEY CONTROL
 GX1885
 GX1885  NGVD 29 (??/??/92)  457.443  (m)         1500.79   (f) ADJ UNCH    2 0
 GX1885
 GX1885.Superseded values are not recommended for survey control.
 GX1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1885.See file dsdata.txt to determine how the superseded data were derived.
 GX1885
 GX1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB411265(NAD 83)
 GX1885_MARKER: DB = BENCH MARK DISK
 GX1885_SETTING: 66 = SET IN ROCK OUTCROP
 GX1885_SP_SET: SET IN ROCK OUTCROP
 GX1885_STAMPING: W 178 1958
 GX1885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1885+STABILITY: POSITION/ELEVATION WELL
 GX1885
 GX1885  HISTORY     - Date     Condition        Report By
 GX1885  HISTORY     - 1958     MONUMENTED       CGS
 GX1885
 GX1885                          STATION DESCRIPTION
 GX1885
 GX1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1885'3.7 MI SE FROM WAR.
 GX1885'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 GX1885'AT WAR, 0.2 MILE SOUTHWEST OF THE JUNCTION OF A BLACK TOP ROAD
 GX1885'LEADING SOUTHWEST TO BERWIND, ON THE EAST SLOPE OF A LONG
 GX1885'CROOKED GRADE, AT THE NORTHEAST END OF A S CURVE WITH TANGENTS
 GX1885'EXTENDING NORTHWEST AND NORTHEAST, SET VERTICALLY IN THE
 GX1885'SOUTHWEST FACE OF A ROCK CUT, 19 FEET NORTHWEST OF CENTER LINE
 GX1885'OF HIGHWAY, 53 FEET NORTHEAST OF THE CENTER OF A VERY SMALL
 GX1885'RAVINE, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2487 ***********************************************************************
 GX2487  DESIGNATION -  W 179
 GX2487  PID         -  GX2487
 GX2487  STATE/COUNTY-  WV/WYOMING
 GX2487  USGS QUAD   -  OCEANA (1976)
 GX2487
 GX2487                         *CURRENT SURVEY CONTROL
 GX2487  ___________________________________________________________________
 GX2487* NAD 83(1986)-  37 38 26.     (N)    081 40 19.     (W)     SCALED    
 GX2487* NAVD 88     -       369.954  (meters)    1213.76   (feet)  ADJUSTED  
 GX2487  ___________________________________________________________________
 GX2487  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX2487  DYNAMIC HT  -         369.663 (meters)    1212.80  (feet)  COMP
 GX2487  MODELED GRAV-     979,832.3   (mgal)                       NAVD 88
 GX2487
 GX2487  VERT ORDER  -  SECOND    CLASS 0
 GX2487
 GX2487.The horizontal coordinates were scaled from a topographic map and have
 GX2487.an estimated accuracy of +/- 6 seconds.
 GX2487
 GX2487.The orthometric height was determined by differential leveling
 GX2487.and adjusted by the National Geodetic Survey in June 1991..
 GX2487
 GX2487.The geoid height was determined by GEOID03.
 GX2487
 GX2487.The dynamic height is computed by dividing the NAVD 88
 GX2487.geopotential number by the normal gravity value computed on the
 GX2487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2487.degrees latitude (g = 980.6199 gals.).
 GX2487
 GX2487.The modeled gravity was interpolated from observed gravity values.
 GX2487
 GX2487;                    North         East    Units  Estimated Accuracy
 GX2487;SPC WV S     -    71,310.      540,700.      MT  (+/- 180 meters Scaled)
 GX2487
 GX2487                          SUPERSEDED SURVEY CONTROL
 GX2487
 GX2487  NGVD 29 (??/??/92)  370.131  (m)         1214.34   (f) ADJ UNCH    2 0
 GX2487
 GX2487.Superseded values are not recommended for survey control.
 GX2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2487.See file dsdata.txt to determine how the superseded data were derived.
 GX2487
 GX2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB407661(NAD 83)
 GX2487_MARKER: DB = BENCH MARK DISK
 GX2487_SETTING: 66 = SET IN ROCK OUTCROP
 GX2487_SP_SET: CUT
 GX2487_STAMPING: W 179 1958
 GX2487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2487+STABILITY: POSITION/ELEVATION WELL
 GX2487
 GX2487  HISTORY     - Date     Condition        Report By
 GX2487  HISTORY     - 1958     MONUMENTED       CGS
 GX2487  HISTORY     - 1963     GOOD             AEROS
 GX2487  HISTORY     - 20030202 GOOD             INDIV
 GX2487
 GX2487                          STATION DESCRIPTION
 GX2487
 GX2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2487'5.8 MI SW FROM OCEANA.
 GX2487'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 10 FROM THE METHODIST
 GX2487'CHURCH AT OCEANA, THENCE ABOUT 5.15 MILES SOUTHWEST ALONG A
 GX2487'BLACK TOP ROAD, 0.8 MILE SOUTHWEST OF SANDERS SCHOOL, ABOUT 75
 GX2487'YARDS SOUTH OF A CURVE WITH TANGENTS EXTENDING SOUTH AND
 GX2487'NORTHWEST, SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK CUT,
 GX2487'23 FEET EAST OF CENTER LINE OF ROAD, 62 FEET NORTH OF EAST END
 GX2487'OF A 4-FOOT PIPE CULVERT IN A RAVINE, 2 FEET ABOVE GROUND AND
 GX2487'ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 GX2487
 GX2487                          STATION RECOVERY (1963)
 GX2487
 GX2487'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2487'RECOVERED IN GOOD CONDITION.
 GX2487
 GX2487                          STATION RECOVERY (2003)
 GX2487
 GX2487'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0354 ***********************************************************************
 JW0354  DESIGNATION -  W 18
 JW0354  PID         -  JW0354
 JW0354  STATE/COUNTY-  WV/HAMPSHIRE
 JW0354  USGS QUAD   -  AUGUSTA (1979)
 JW0354
 JW0354                         *CURRENT SURVEY CONTROL
 JW0354  ___________________________________________________________________
 JW0354* NAD 83(1986)-  39 18 55.     (N)    078 39 39.     (W)     SCALED    
 JW0354* NAVD 88     -       307.962  (meters)    1010.37   (feet)  ADJUSTED  
 JW0354  ___________________________________________________________________
 JW0354  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JW0354  DYNAMIC HT  -         307.767 (meters)    1009.73  (feet)  COMP
 JW0354  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 JW0354
 JW0354  VERT ORDER  -  SECOND    CLASS 0
 JW0354
 JW0354.The horizontal coordinates were scaled from a topographic map and have
 JW0354.an estimated accuracy of +/- 6 seconds.
 JW0354
 JW0354.The orthometric height was determined by differential leveling
 JW0354.and adjusted by the National Geodetic Survey in June 1991..
 JW0354
 JW0354.The geoid height was determined by GEOID03.
 JW0354
 JW0354.The dynamic height is computed by dividing the NAVD 88
 JW0354.geopotential number by the normal gravity value computed on the
 JW0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0354.degrees latitude (g = 980.6199 gals.).
 JW0354
 JW0354.The modeled gravity was interpolated from observed gravity values.
 JW0354
 JW0354;                    North         East    Units  Estimated Accuracy
 JW0354;SPC WV N     -    90,850.      672,370.      MT  (+/- 180 meters Scaled)
 JW0354
 JW0354                          SUPERSEDED SURVEY CONTROL
 JW0354
 JW0354  NGVD 29 (??/??/92)  308.127  (m)         1010.91   (f) ADJ UNCH    2 0
 JW0354
 JW0354.Superseded values are not recommended for survey control.
 JW0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0354.See file dsdata.txt to determine how the superseded data were derived.
 JW0354
 JW0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD016543(NAD 83)
 JW0354_MARKER: DB = BENCH MARK DISK
 JW0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0354_SP_SET: BRIDGE
 JW0354_STAMPING: W 18 1934
 JW0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0354
 JW0354  HISTORY     - Date     Condition        Report By
 JW0354  HISTORY     - 1934     MONUMENTED       CGS
 JW0354
 JW0354                          STATION DESCRIPTION
 JW0354
 JW0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0354'2.5 MI W FROM AUGUSTA.
 JW0354'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JW0354'AT AUGUSTA, HAMPSHIRE COUNTY, OPPOSITE THE HOUSE OF H.C. CUMMINGS,
 JW0354'AT A CONCRETE BRIDGE OVER A SMALL CREEK, IN THE TOP OF THE
 JW0354'SOUTHWEST ABUTMENT, ABOUT 12 YARDS SOUTH OF THE CENTER LINE OF
 JW0354'THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 JW0354'W 18 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1194 ***********************************************************************
 GX1194  DESIGNATION -  W 180
 GX1194  PID         -  GX1194
 GX1194  STATE/COUNTY-  WV/WYOMING
 GX1194  USGS QUAD   -  MC GRAWS (1976)
 GX1194
 GX1194                         *CURRENT SURVEY CONTROL
 GX1194  ___________________________________________________________________
 GX1194* NAD 83(1986)-  37 41 28.     (N)    081 29 04.     (W)     SCALED    
 GX1194* NAVD 88     -       534.885  (meters)    1754.87   (feet)  ADJUSTED  
 GX1194  ___________________________________________________________________
 GX1194  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX1194  DYNAMIC HT  -         534.457 (meters)    1753.46  (feet)  COMP
 GX1194  MODELED GRAV-     979,812.8   (mgal)                       NAVD 88
 GX1194
 GX1194  VERT ORDER  -  SECOND    CLASS 0
 GX1194
 GX1194.The horizontal coordinates were scaled from a topographic map and have
 GX1194.an estimated accuracy of +/- 6 seconds.
 GX1194
 GX1194.The orthometric height was determined by differential leveling
 GX1194.and adjusted by the National Geodetic Survey in June 1991..
 GX1194
 GX1194.The geoid height was determined by GEOID03.
 GX1194
 GX1194.The dynamic height is computed by dividing the NAVD 88
 GX1194.geopotential number by the normal gravity value computed on the
 GX1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1194.degrees latitude (g = 980.6199 gals.).
 GX1194
 GX1194.The modeled gravity was interpolated from observed gravity values.
 GX1194
 GX1194;                    North         East    Units  Estimated Accuracy
 GX1194;SPC WV S     -    76,820.      557,270.      MT  (+/- 180 meters Scaled)
 GX1194
 GX1194                          SUPERSEDED SURVEY CONTROL
 GX1194
 GX1194  NGVD 29 (??/??/92)  535.048  (m)         1755.40   (f) ADJ UNCH    2 0
 GX1194
 GX1194.Superseded values are not recommended for survey control.
 GX1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1194.See file dsdata.txt to determine how the superseded data were derived.
 GX1194
 GX1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB572716(NAD 83)
 GX1194_MARKER: DB = BENCH MARK DISK
 GX1194_SETTING: 66 = SET IN ROCK OUTCROP
 GX1194_SP_SET: ROCK CUT
 GX1194_STAMPING: W 180 1958
 GX1194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1194+STABILITY: POSITION/ELEVATION WELL
 GX1194
 GX1194  HISTORY     - Date     Condition        Report By
 GX1194  HISTORY     - 1958     MONUMENTED       CGS
 GX1194  HISTORY     - 1980     GOOD             LOCSUR
 GX1194
 GX1194                          STATION DESCRIPTION
 GX1194
 GX1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1194'2.4 MI NE FROM GLEN MORRISON.
 GX1194'ABOUT 2.35 MILES NORTHEAST ALONG A BLACK TOP ROAD TO GLEN
 GX1194'DANIEL FROM THE BRIDGE OVER LAUREL FORK CREEK AT GLEN MORRISON,
 GX1194'AT RAVENCLIFFE, 0.1 MILE NORTHEAST OF THE JUNCTION OF A BLACK
 GX1194'TOP ROAD LEADING SOUTHEAST TO MULLENS, ABOUT 67 YARDS SOUTHEAST
 GX1194'OF AND ACROSS THE ROAD FROM THE POST OFFICE, SET VERTICALLY
 GX1194'IN THE SOUTHEAST FACE OF A LOW ROCK CUT, 17 FEET NORTHWEST OF
 GX1194'CENTER LINE OF ROAD, 18 FEET NORTHEAST OF THE SOUTHWEST END OF
 GX1194'THE CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 GX1194
 GX1194                          STATION RECOVERY (1980)
 GX1194
 GX1194'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1354 ***********************************************************************
 GX1354  DESIGNATION -  W 182
 GX1354  PID         -  GX1354
 GX1354  STATE/COUNTY-  WV/MCDOWELL
 GX1354  USGS QUAD   -  ANAWALT (1977)
 GX1354
 GX1354                         *CURRENT SURVEY CONTROL
 GX1354  ___________________________________________________________________
 GX1354* NAD 83(1986)-  37 16 08.     (N)    081 27 14.     (W)     SCALED    
 GX1354* NAVD 88     -       806.863  (meters)    2647.18   (feet)  ADJUSTED  
 GX1354  ___________________________________________________________________
 GX1354  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GX1354  DYNAMIC HT  -         806.134 (meters)    2644.79  (feet)  COMP
 GX1354  MODELED GRAV-     979,699.4   (mgal)                       NAVD 88
 GX1354
 GX1354  VERT ORDER  -  SECOND    CLASS 0
 GX1354
 GX1354.The horizontal coordinates were scaled from a topographic map and have
 GX1354.an estimated accuracy of +/- 6 seconds.
 GX1354
 GX1354.The orthometric height was determined by differential leveling
 GX1354.and adjusted by the National Geodetic Survey in June 1991..
 GX1354
 GX1354.The geoid height was determined by GEOID03.
 GX1354
 GX1354.The dynamic height is computed by dividing the NAVD 88
 GX1354.geopotential number by the normal gravity value computed on the
 GX1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1354.degrees latitude (g = 980.6199 gals.).
 GX1354
 GX1354.The modeled gravity was interpolated from observed gravity values.
 GX1354
 GX1354;                    North         East    Units  Estimated Accuracy
 GX1354;SPC WV S     -    29,940.      559,740.      MT  (+/- 180 meters Scaled)
 GX1354
 GX1354                          SUPERSEDED SURVEY CONTROL
 GX1354
 GX1354  NGVD 29 (??/??/92)  806.974  (m)         2647.55   (f) ADJ UNCH    2 0
 GX1354
 GX1354.Superseded values are not recommended for survey control.
 GX1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1354.See file dsdata.txt to determine how the superseded data were derived.
 GX1354
 GX1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB597247(NAD 83)
 GX1354_MARKER: DB = BENCH MARK DISK
 GX1354_SETTING: 66 = SET IN ROCK OUTCROP
 GX1354_SP_SET: ROCK CUT
 GX1354_STAMPING: W 182 1958
 GX1354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1354+STABILITY: POSITION/ELEVATION WELL
 GX1354
 GX1354  HISTORY     - Date     Condition        Report By
 GX1354  HISTORY     - 1958     MONUMENTED       CGS
 GX1354
 GX1354                          STATION DESCRIPTION
 GX1354
 GX1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1354'3.6 MI SW FROM JENKINJONES.
 GX1354'ABOUT 3.6 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE ROAD
 GX1354'FORK AT JENKINJONES, 0.15 MILE NORTH OF THE JUNCTION OF A GRADED
 GX1354'ROAD LEADING NORTHWEST AND THE WEST VIRGINIA - VIRGINIA STATE LINE,
 GX1354'ON THE INSIDE AND AT THE SOUTH END OF A CURVE WITH TANGENTS
 GX1354'EXTENDING SOUTH AND NORTHEAST, SET VERTICALLY IN THE WEST FACE
 GX1354'OF A ROUND ROCK THAT IS PART OF A ROCK CUT, 16 FEET EAST OF THE
 GX1354'CENTER LINE OF ROAD, 225 FEET NORTH OF THE EAST END OF A 24-INCH
 GX1354'PIPE CULVERT, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1186 ***********************************************************************
 GX1186  DESIGNATION -  W 183
 GX1186  PID         -  GX1186
 GX1186  STATE/COUNTY-  WV/RALEIGH
 GX1186  USGS QUAD   -  LESTER (1976)
 GX1186
 GX1186                         *CURRENT SURVEY CONTROL
 GX1186  ___________________________________________________________________
 GX1186* NAD 83(1986)-  37 42 35.     (N)    081 18 16.     (W)     SCALED    
 GX1186* NAVD 88     -       765.667  (meters)    2512.03   (feet)  ADJUSTED  
 GX1186  ___________________________________________________________________
 GX1186  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1186  DYNAMIC HT  -         765.048 (meters)    2509.99  (feet)  COMP
 GX1186  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 GX1186
 GX1186  VERT ORDER  -  SECOND    CLASS 0
 GX1186
 GX1186.The horizontal coordinates were scaled from a topographic map and have
 GX1186.an estimated accuracy of +/- 6 seconds.
 GX1186
 GX1186.The orthometric height was determined by differential leveling
 GX1186.and adjusted by the National Geodetic Survey in June 1991..
 GX1186
 GX1186.The geoid height was determined by GEOID03.
 GX1186
 GX1186.The dynamic height is computed by dividing the NAVD 88
 GX1186.geopotential number by the normal gravity value computed on the
 GX1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1186.degrees latitude (g = 980.6199 gals.).
 GX1186
 GX1186.The modeled gravity was interpolated from observed gravity values.
 GX1186
 GX1186;                    North         East    Units  Estimated Accuracy
 GX1186;SPC WV S     -    78,820.      573,160.      MT  (+/- 180 meters Scaled)
 GX1186
 GX1186                          SUPERSEDED SURVEY CONTROL
 GX1186
 GX1186  NGVD 29 (??/??/92)  765.835  (m)         2512.58   (f) ADJ UNCH    2 0
 GX1186
 GX1186.Superseded values are not recommended for survey control.
 GX1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1186.See file dsdata.txt to determine how the superseded data were derived.
 GX1186
 GX1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB731736(NAD 83)
 GX1186_MARKER: DB = BENCH MARK DISK
 GX1186_SETTING: 66 = SET IN ROCK OUTCROP
 GX1186_SP_SET: ROCK
 GX1186_STAMPING: W 183 1958
 GX1186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1186+STABILITY: POSITION/ELEVATION WELL
 GX1186
 GX1186  HISTORY     - Date     Condition        Report By
 GX1186  HISTORY     - 1958     MONUMENTED       CGS
 GX1186
 GX1186                          STATION DESCRIPTION
 GX1186
 GX1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1186'2.6 MI S FROM LESTER.
 GX1186'ABOUT 0.3 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE CHURCH
 GX1186'OF CHRIST AT LESTER, THENCE 2.35 MILES SOUTH ALONG TAMS MOUNTAIN
 GX1186'ROAD, 0.1 MILE EAST OF THE JUNCTION OF A NARROW SIDE ROAD LEADING
 GX1186'NORTHWEST, ON THE EAST SLOPE OF A LONG GRADE, IN THE TOP OF THE
 GX1186'NORTH CORNER OF A V SHAPED ROCK 5 FEET LONG AND 3 FEET HIGH
 GX1186'THAT IS AT THE BASE OF A SHORT ROCK CUT, 15 FEET SOUTH OF CENTER
 GX1186'LINE OF ROAD, 21 FEET WEST OF THE EAST END OF THE ROCK PART OF
 GX1186'THE CUT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2063 ***********************************************************************
 GX2063  DESIGNATION -  W 184
 GX2063  PID         -  GX2063
 GX2063  STATE/COUNTY-  WV/MCDOWELL
 GX2063  USGS QUAD   -  GARY (1977)
 GX2063
 GX2063                         *CURRENT SURVEY CONTROL
 GX2063  ___________________________________________________________________
 GX2063* NAD 83(1986)-  37 18 03.     (N)    081 36 38.     (W)     SCALED    
 GX2063* NAVD 88     -       488.923  (meters)    1604.07   (feet)  ADJUSTED  
 GX2063  ___________________________________________________________________
 GX2063  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX2063  DYNAMIC HT  -         488.510 (meters)    1602.72  (feet)  COMP
 GX2063  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GX2063
 GX2063  VERT ORDER  -  SECOND    CLASS 0
 GX2063
 GX2063.The horizontal coordinates were scaled from a topographic map and have
 GX2063.an estimated accuracy of +/- 6 seconds.
 GX2063
 GX2063.The orthometric height was determined by differential leveling
 GX2063.and adjusted by the National Geodetic Survey in June 1991..
 GX2063
 GX2063.The geoid height was determined by GEOID03.
 GX2063
 GX2063.The dynamic height is computed by dividing the NAVD 88
 GX2063.geopotential number by the normal gravity value computed on the
 GX2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2063.degrees latitude (g = 980.6199 gals.).
 GX2063
 GX2063.The modeled gravity was interpolated from observed gravity values.
 GX2063
 GX2063;                    North         East    Units  Estimated Accuracy
 GX2063;SPC WV S     -    33,570.      545,870.      MT  (+/- 180 meters Scaled)
 GX2063
 GX2063                          SUPERSEDED SURVEY CONTROL
 GX2063
 GX2063  NGVD 29 (??/??/92)  489.074  (m)         1604.57   (f) ADJ UNCH    2 0
 GX2063
 GX2063.Superseded values are not recommended for survey control.
 GX2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2063.See file dsdata.txt to determine how the superseded data were derived.
 GX2063
 GX2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB458284(NAD 83)
 GX2063_MARKER: DB = BENCH MARK DISK
 GX2063_SETTING: 66 = SET IN ROCK OUTCROP
 GX2063_SP_SET: OUTCROP
 GX2063_STAMPING: W 184 1958
 GX2063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2063+STABILITY: POSITION/ELEVATION WELL
 GX2063
 GX2063  HISTORY     - Date     Condition        Report By
 GX2063  HISTORY     - 1958     MONUMENTED       CGS
 GX2063
 GX2063                          STATION DESCRIPTION
 GX2063
 GX2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2063'8.9 MI E FROM WAR.
 GX2063'4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 GX2063'AT WAR, THENCE 4.5 MILES NORTHEAST ALONG A GRADED ROAD TO REAM,
 GX2063'0.45 MILE WEST OF AN OLD SCHOOL, 16 FEET EAST OF CENTER LINE OF
 GX2063'ROAD, SET VERTICALLY IN THE WEST FACE OF A ROCK CUT, 45 FEET
 GX2063'SOUTHEAST AND ACROSS THE ROAD FROM A TELEPHONE POLE THAT STANDS
 GX2063'SLIGHTLY ON THE NORTH SLOPE OF A HILL, AND ABOUT 2 1/2 FEET ABOVE
 GX2063'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2258 ***********************************************************************
 HX2258  DESIGNATION -  W 185
 HX2258  PID         -  HX2258
 HX2258  STATE/COUNTY-  WV/BOONE
 HX2258  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2258
 HX2258                         *CURRENT SURVEY CONTROL
 HX2258  ___________________________________________________________________
 HX2258* NAD 83(1986)-  38 02 38.     (N)    081 39 31.     (W)     SCALED    
 HX2258* NAVD 88     -       301.278  (meters)     988.44   (feet)  ADJUSTED  
 HX2258  ___________________________________________________________________
 HX2258  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HX2258  DYNAMIC HT  -         301.048 (meters)     987.69  (feet)  COMP
 HX2258  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 HX2258
 HX2258  VERT ORDER  -  SECOND    CLASS 0
 HX2258
 HX2258.The horizontal coordinates were scaled from a topographic map and have
 HX2258.an estimated accuracy of +/- 6 seconds.
 HX2258
 HX2258.The orthometric height was determined by differential leveling
 HX2258.and adjusted by the National Geodetic Survey in June 1991..
 HX2258
 HX2258.The geoid height was determined by GEOID03.
 HX2258
 HX2258.The dynamic height is computed by dividing the NAVD 88
 HX2258.geopotential number by the normal gravity value computed on the
 HX2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2258.degrees latitude (g = 980.6199 gals.).
 HX2258
 HX2258.The modeled gravity was interpolated from observed gravity values.
 HX2258
 HX2258;                    North         East    Units  Estimated Accuracy
 HX2258;SPC WV S     -   116,070.      542,190.      MT  (+/- 180 meters Scaled)
 HX2258
 HX2258                          SUPERSEDED SURVEY CONTROL
 HX2258
 HX2258  NGVD 29 (??/??/92)  301.466  (m)          989.06   (f) ADJ UNCH    2 0
 HX2258
 HX2258.Superseded values are not recommended for survey control.
 HX2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2258.See file dsdata.txt to determine how the superseded data were derived.
 HX2258
 HX2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC422108(NAD 83)
 HX2258_MARKER: DB = BENCH MARK DISK
 HX2258_SETTING: 66 = SET IN ROCK OUTCROP
 HX2258_SP_SET: ROCK LAYER
 HX2258_STAMPING: W 185 1958
 HX2258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2258+STABILITY: POSITION/ELEVATION WELL
 HX2258
 HX2258  HISTORY     - Date     Condition        Report By
 HX2258  HISTORY     - 1958     MONUMENTED       CGS
 HX2258
 HX2258                          STATION DESCRIPTION
 HX2258
 HX2258'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2258'5.8 MI SW FROM SETH.
 HX2258'ABOUT 2.7 MILES SOUTHWEST ALONG A BLACK TOP ROAD TO HOPKINS
 HX2258'FORK FROM THE CHESAPEAKE AND OHIO RAILWAY OVERPASS AT SETH,
 HX2258'THENCE 1.8 MILES SOUTHWEST ALONG A GRAVEL ROAD ALONG LAUREL
 HX2258'CREEK, THENCE 1.3 MILES SOUTH ALONG A SMALL ROAD ALONG COLD
 HX2258'FORK, THENCE 65 YARDS NORTH ALONG A SMALL ROAD ALONG COLD BRANCH,
 HX2258'240 YARDS SOUTHWEST OF THE JUNCTION OF A TRAIL LEADING SOUTHEAST
 HX2258'AND AN OLD LOG CABIN, SET VERTICALLY IN THE SOUTHEAST FACE OF
 HX2258'A MOSS COVERED 1-FOOT HIGH LAYER OF ROCK NEAR THE BOTTOM OF
 HX2258'HILLSIDE, 2 1/2 FEET ABOVE THE GROUND, AT A SHARP CURVE IN THE
 HX2258'ROAD WITH TANGENTS EXTENDING SOUTH AND SOUTHWEST UPHILL, 11 FEET
 HX2258'NORTHWEST OF CENTER LINE OF ROAD SOUTHWEST AND UPHILL, 51 FEET
 HX2258'NORTH OF THE CENTER OF FORD OF SOUTH LEG OF JUNCTION, 36 YARDS
 HX2258'SOUTHWEST OF UNUSED NORTH LEG OF JUNCTION, AND ABOUT 2 FEET ABOVE
 HX2258'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2390 ***********************************************************************
 GX2390  DESIGNATION -  W 186
 GX2390  PID         -  GX2390
 GX2390  STATE/COUNTY-  WV/BOONE
 GX2390  USGS QUAD   -  WHARTON (1988)
 GX2390
 GX2390                         *CURRENT SURVEY CONTROL
 GX2390  ___________________________________________________________________
 GX2390* NAD 83(1986)-  37 56 08.     (N)    081 43 56.     (W)     SCALED    
 GX2390* NAVD 88     -       434.291  (meters)    1424.84   (feet)  ADJUSTED  
 GX2390  ___________________________________________________________________
 GX2390  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GX2390  DYNAMIC HT  -         433.976 (meters)    1423.80  (feet)  COMP
 GX2390  MODELED GRAV-     979,890.8   (mgal)                       NAVD 88
 GX2390
 GX2390  VERT ORDER  -  SECOND    CLASS 0
 GX2390
 GX2390.The horizontal coordinates were scaled from a topographic map and have
 GX2390.an estimated accuracy of +/- 6 seconds.
 GX2390
 GX2390.The orthometric height was determined by differential leveling
 GX2390.and adjusted by the National Geodetic Survey in June 1991..
 GX2390
 GX2390.The geoid height was determined by GEOID03.
 GX2390
 GX2390.The dynamic height is computed by dividing the NAVD 88
 GX2390.geopotential number by the normal gravity value computed on the
 GX2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2390.degrees latitude (g = 980.6199 gals.).
 GX2390
 GX2390.The modeled gravity was interpolated from observed gravity values.
 GX2390
 GX2390;                    North         East    Units  Estimated Accuracy
 GX2390;SPC WV S     -   104,090.      535,640.      MT  (+/- 180 meters Scaled)
 GX2390
 GX2390                          SUPERSEDED SURVEY CONTROL
 GX2390
 GX2390  NGVD 29 (??/??/92)  434.503  (m)         1425.53   (f) ADJ UNCH    2 0
 GX2390
 GX2390.Superseded values are not recommended for survey control.
 GX2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2390.See file dsdata.txt to determine how the superseded data were derived.
 GX2390
 GX2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB356989(NAD 83)
 GX2390_MARKER: DB = BENCH MARK DISK
 GX2390_SETTING: 66 = SET IN ROCK OUTCROP
 GX2390_SP_SET: ROCK CUT
 GX2390_STAMPING: W 186 1958
 GX2390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2390+STABILITY: POSITION/ELEVATION WELL
 GX2390
 GX2390  HISTORY     - Date     Condition        Report By
 GX2390  HISTORY     - 1958     MONUMENTED       CGS
 GX2390
 GX2390                          STATION DESCRIPTION
 GX2390
 GX2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2390'4.2 MI SW FROM CASEY.
 GX2390'ABOUT 2.65 MILES SOUTHWEST AND UPHILL ALONG A GRAVEL ROAD FROM
 GX2390'THE JUNCTION OF STATE HIGHWAY 79 AT THE CONFLUENCE OF CASEY CREEK
 GX2390'AND POND FORK AT CASEY, THENCE 0.85 MILE EAST AND NORTHEAST
 GX2390'ALONG A ROAD FOLLOWING RIDGE TOP, THENCE 0.75 MILE WEST ALONG
 GX2390'A ROAD INTO WHITE OAK BRANCH, 0.7 MILE WEST OF POINT WHERE ROAD LEAVES
 GX2390'TOP OF RIDGE, 0.6 MILE WEST OF A SHARP TURN, 0.3 MILE WEST OF A
 GX2390'COAL TIPPLE, SET VERTICALLY IN THE SOUTH FACE OF A 6 1/2-FOOT
 GX2390'HIGH SLANTING ROCK IN 14-FOOT HIGH CUT BANK, 3 FEET ABOVE THE
 GX2390'GROUND, 20 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 GX2390'3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS MARK CAN
 GX2390'BE REACHED BY GOING 6.0 MILES SOUTHEAST ALONG THE CHESAPEAKE AND
 GX2390'OHIO RAILWAY FROM THE STATION AT CLOTHIER, LOGAN COUNTY, THENCE
 GX2390'1.3 MILES NORTHEAST AND EAST UPHILL ALONG A GRAVEL ROAD FOLLOWING
 GX2390'WHITE OAK BRANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2331 ***********************************************************************
 GX2331  DESIGNATION -  W 187
 GX2331  PID         -  GX2331
 GX2331  STATE/COUNTY-  WV/BOONE
 GX2331  USGS QUAD   -  WHITESVILLE (1988)
 GX2331
 GX2331                         *CURRENT SURVEY CONTROL
 GX2331  ___________________________________________________________________
 GX2331* NAD 83(1986)-  37 56 51.     (N)    081 36 53.     (W)     SCALED    
 GX2331* NAVD 88     -       507.233  (meters)    1664.15   (feet)  ADJUSTED  
 GX2331  ___________________________________________________________________
 GX2331  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GX2331  DYNAMIC HT  -         506.860 (meters)    1662.92  (feet)  COMP
 GX2331  MODELED GRAV-     979,876.6   (mgal)                       NAVD 88
 GX2331
 GX2331  VERT ORDER  -  SECOND    CLASS 0
 GX2331
 GX2331.The horizontal coordinates were scaled from a topographic map and have
 GX2331.an estimated accuracy of +/- 6 seconds.
 GX2331
 GX2331.The orthometric height was determined by differential leveling
 GX2331.and adjusted by the National Geodetic Survey in June 1991..
 GX2331
 GX2331.The geoid height was determined by GEOID03.
 GX2331
 GX2331.The dynamic height is computed by dividing the NAVD 88
 GX2331.geopotential number by the normal gravity value computed on the
 GX2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2331.degrees latitude (g = 980.6199 gals.).
 GX2331
 GX2331.The modeled gravity was interpolated from observed gravity values.
 GX2331
 GX2331;                    North         East    Units  Estimated Accuracy
 GX2331;SPC WV S     -   105,340.      545,970.      MT  (+/- 180 meters Scaled)
 GX2331
 GX2331                          SUPERSEDED SURVEY CONTROL
 GX2331
 GX2331  NGVD 29 (??/??/92)  507.434  (m)         1664.81   (f) ADJ UNCH    2 0
 GX2331
 GX2331.Superseded values are not recommended for survey control.
 GX2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2331.See file dsdata.txt to determine how the superseded data were derived.
 GX2331
 GX2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC459001(NAD 83)
 GX2331_MARKER: DB = BENCH MARK DISK
 GX2331_SETTING: 66 = SET IN ROCK OUTCROP
 GX2331_SP_SET: ROCK LEDGE
 GX2331_STAMPING: W 187 1958
 GX2331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2331+STABILITY: POSITION/ELEVATION WELL
 GX2331
 GX2331  HISTORY     - Date     Condition        Report By
 GX2331  HISTORY     - 1958     MONUMENTED       CGS
 GX2331
 GX2331                          STATION DESCRIPTION
 GX2331
 GX2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2331'6.2 MI SW FROM WHITESVILLE.
 GX2331'ABOUT 6.2 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GX2331'JUNCTION OF STATE HIGHWAY 3 AT WHITESVILLE, 0.2 MILE EAST OF
 GX2331'HIGHWAY MILE POST 7 AND THE JUNCTION OF A TRAIL LEADING SOUTH AND
 GX2331'UPHILL IN SMALL CREEK BRANCH, 0.95 MILE NORTH AND SOUTHEAST OF
 GX2331'THE JUNCTION OF A ROAD TO MINE VENTILATION BUILDINGS, SET
 GX2331'VERTICALLY IN THE SOUTH FACE OF TOP LAYER OF A LAYERED ROCK
 GX2331'LEDGE EXTENDING PARTLY UNDER THE ROAD, 9 FEET NORTH OF THE
 GX2331'CENTER LINE OF THE HIGHWAY AND AT STEEP GRADE, 25 YARDS
 GX2331'EAST-NORTHEAST OF AND ACROSS THE HIGHWAY FROM A 50-INCH (TOPPED)
 GX2331'OAK TREE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2304 ***********************************************************************
 GX2304  DESIGNATION -  W 188
 GX2304  PID         -  GX2304
 GX2304  STATE/COUNTY-  WV/LOGAN
 GX2304  USGS QUAD   -  AMHERSTDALE (1989)
 GX2304
 GX2304                         *CURRENT SURVEY CONTROL
 GX2304  ___________________________________________________________________
 GX2304* NAD 83(1986)-  37 51 27.     (N)    081 48 26.     (W)     SCALED    
 GX2304* NAVD 88     -       333.713  (meters)    1094.86   (feet)  ADJUSTED  
 GX2304  ___________________________________________________________________
 GX2304  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GX2304  DYNAMIC HT  -         333.467 (meters)    1094.05  (feet)  COMP
 GX2304  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 GX2304
 GX2304  VERT ORDER  -  SECOND    CLASS 0
 GX2304
 GX2304.The horizontal coordinates were scaled from a topographic map and have
 GX2304.an estimated accuracy of +/- 6 seconds.
 GX2304
 GX2304.The orthometric height was determined by differential leveling
 GX2304.and adjusted by the National Geodetic Survey in June 1991..
 GX2304
 GX2304.The geoid height was determined by GEOID03.
 GX2304
 GX2304.The dynamic height is computed by dividing the NAVD 88
 GX2304.geopotential number by the normal gravity value computed on the
 GX2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2304.degrees latitude (g = 980.6199 gals.).
 GX2304
 GX2304.The modeled gravity was interpolated from observed gravity values.
 GX2304
 GX2304;                    North         East    Units  Estimated Accuracy
 GX2304;SPC WV S     -    95,480.      528,970.      MT  (+/- 180 meters Scaled)
 GX2304
 GX2304                          SUPERSEDED SURVEY CONTROL
 GX2304
 GX2304  NGVD 29 (??/??/92)  333.911  (m)         1095.51   (f) ADJ UNCH    2 0
 GX2304
 GX2304.Superseded values are not recommended for survey control.
 GX2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2304.See file dsdata.txt to determine how the superseded data were derived.
 GX2304
 GX2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB289903(NAD 83)
 GX2304_MARKER: DB = BENCH MARK DISK
 GX2304_SETTING: 66 = SET IN ROCK OUTCROP
 GX2304_SP_SET: ROCK CUT
 GX2304_STAMPING: W 188 1958
 GX2304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2304+STABILITY: POSITION/ELEVATION WELL
 GX2304
 GX2304  HISTORY     - Date     Condition        Report By
 GX2304  HISTORY     - 1958     MONUMENTED       CGS
 GX2304
 GX2304                          STATION DESCRIPTION
 GX2304
 GX2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2304'2.8 MI SE FROM BLAIR.
 GX2304'ABOUT 2.85 MILES SOUTHEAST ALONG A ROAD TO AMHERSTDALE FROM THE
 GX2304'JUNCTION OF U.S. HIGHWAY 119 AT BLAIR, 0.4 MILE NORTHWEST OF
 GX2304'THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY, SET VERTICALLY
 GX2304'IN THE NORTHEAST FACE OF A 35-FOOT HIGH ROCK CUT, 14 FEET
 GX2304'SOUTHWEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 35 YARDS
 GX2304'SOUTH-SOUTHEAST OF A 15-INCH PIPE CULVERT UNDER THE ROAD, AND
 GX2304'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2119 ***********************************************************************
 GX2119  DESIGNATION -  W 189
 GX2119  PID         -  GX2119
 GX2119  STATE/COUNTY-  WV/BOONE
 GX2119  USGS QUAD   -  WHARTON (1988)
 GX2119
 GX2119                         *CURRENT SURVEY CONTROL
 GX2119  ___________________________________________________________________
 GX2119* NAD 83(1986)-  37 55 34.     (N)    081 41 32.     (W)     SCALED    
 GX2119* NAVD 88     -       277.509  (meters)     910.46   (feet)  ADJUSTED  
 GX2119  ___________________________________________________________________
 GX2119  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GX2119  DYNAMIC HT  -         277.305 (meters)     909.79  (feet)  COMP
 GX2119  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 GX2119
 GX2119  VERT ORDER  -  SECOND    CLASS 0
 GX2119
 GX2119.The horizontal coordinates were scaled from a topographic map and have
 GX2119.an estimated accuracy of +/- 6 seconds.
 GX2119
 GX2119.The orthometric height was determined by differential leveling
 GX2119.and adjusted by the National Geodetic Survey in June 1991..
 GX2119
 GX2119.The geoid height was determined by GEOID03.
 GX2119
 GX2119.The dynamic height is computed by dividing the NAVD 88
 GX2119.geopotential number by the normal gravity value computed on the
 GX2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2119.degrees latitude (g = 980.6199 gals.).
 GX2119
 GX2119.The modeled gravity was interpolated from observed gravity values.
 GX2119
 GX2119;                    North         East    Units  Estimated Accuracy
 GX2119;SPC WV S     -   103,020.      539,140.      MT  (+/- 180 meters Scaled)
 GX2119
 GX2119                          SUPERSEDED SURVEY CONTROL
 GX2119
 GX2119  NGVD 29 (??/??/92)  277.711  (m)          911.12   (f) ADJ UNCH    2 0
 GX2119
 GX2119.Superseded values are not recommended for survey control.
 GX2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2119.See file dsdata.txt to determine how the superseded data were derived.
 GX2119
 GX2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB391978(NAD 83)
 GX2119_MARKER: DB = BENCH MARK DISK
 GX2119_SETTING: 66 = SET IN ROCK OUTCROP
 GX2119_SP_SET: ROCK CUT
 GX2119_STAMPING: W 189 1958
 GX2119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2119+STABILITY: POSITION/ELEVATION WELL
 GX2119
 GX2119  HISTORY     - Date     Condition        Report By
 GX2119  HISTORY     - 1958     MONUMENTED       CGS
 GX2119  HISTORY     - 1973     GOOD             LOCENG
 GX2119
 GX2119                          STATION DESCRIPTION
 GX2119
 GX2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2119'5.4 MI SE FROM VAN.
 GX2119'ABOUT 5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE
 GX2119'JUNCTION OF STATE HIGHWAY 78 AT VAN, 0.5 MILE NORTHWEST OF
 GX2119'HIGHWAY BRIDGE OVER BEAVER POND AND THE POST OFFICE AT BIM
 GX2119'(LOCATED IN GREEN BROS. STORE), SET VERTICALLY IN THE
 GX2119'EAST-SOUTHEAST FACE OF ROCK WALL IN 30-FOOT HIGH ROCK CUT, 17
 GX2119'FEET WEST-NORTHWEST OF CENTER LINE OF HIGHWAY, ABOUT 100 YARDS
 GX2119'NORTHEAST OF THE SOUTHWEST END OF THE CUT, 4 FEET ABOVE THE
 GX2119'GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2119
 GX2119                          STATION RECOVERY (1973)
 GX2119
 GX2119'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2119'MARK 20 FT. NORTHERLY OF A HIGHWAY CURVE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1455 ***********************************************************************
 HW1455  DESIGNATION -  W 19
 HW1455  PID         -  HW1455
 HW1455  STATE/COUNTY-  WV/PENDLETON
 HW1455  USGS QUAD   -  MOATSTOWN (1981)
 HW1455
 HW1455                         *CURRENT SURVEY CONTROL
 HW1455  ___________________________________________________________________
 HW1455* NAD 83(1986)-  38 31 53.     (N)    079 27 33.     (W)     SCALED    
 HW1455* NAVD 88     -       646.308  (meters)    2120.43   (feet)  ADJUSTED  
 HW1455  ___________________________________________________________________
 HW1455  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HW1455  DYNAMIC HT  -         645.800 (meters)    2118.76  (feet)  COMP
 HW1455  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 HW1455
 HW1455  VERT ORDER  -  SECOND    CLASS 0
 HW1455
 HW1455.The horizontal coordinates were scaled from a topographic map and have
 HW1455.an estimated accuracy of +/- 6 seconds.
 HW1455
 HW1455.The orthometric height was determined by differential leveling
 HW1455.and adjusted by the National Geodetic Survey in June 1991..
 HW1455
 HW1455.The geoid height was determined by GEOID03.
 HW1455
 HW1455.The dynamic height is computed by dividing the NAVD 88
 HW1455.geopotential number by the normal gravity value computed on the
 HW1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1455.degrees latitude (g = 980.6199 gals.).
 HW1455
 HW1455.The modeled gravity was interpolated from observed gravity values.
 HW1455
 HW1455;                    North         East    Units  Estimated Accuracy
 HW1455;SPC WV S     -   171,090.      734,340.      MT  (+/- 180 meters Scaled)
 HW1455
 HW1455                          SUPERSEDED SURVEY CONTROL
 HW1455
 HW1455  NGVD 29 (??/??/92)  646.390  (m)         2120.70   (f) ADJ UNCH    2 0
 HW1455
 HW1455.Superseded values are not recommended for survey control.
 HW1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1455.See file dsdata.txt to determine how the superseded data were derived.
 HW1455
 HW1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC343659(NAD 83)
 HW1455_MARKER: DB = BENCH MARK DISK
 HW1455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1455_SP_SET: CULVERT
 HW1455_STAMPING: W 19 1934
 HW1455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1455
 HW1455  HISTORY     - Date     Condition        Report By
 HW1455  HISTORY     - 1934     MONUMENTED       CGS
 HW1455  HISTORY     - 1954     GOOD             USE
 HW1455
 HW1455                          STATION DESCRIPTION
 HW1455
 HW1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1455'1.1 MI SW FROM CAVE.
 HW1455'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 HW1455'AT CAVE, PENDLETON COUNTY, AT THE WEST END OF A CURVE, AT THE
 HW1455'FOOT OF A ROCK CUT, 76 FEET 8 INCHES WEST OF A CURVE SIGNPOST, 10
 HW1455'FEET ABOVE THE RIVER BED, IN THE TOP OF THE EAST END OF A CONCRETE
 HW1455'CULVERT, 15 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 HW1455'AND LEVEL WITH THE HIGHWAY.
 HW1455
 HW1455                          STATION RECOVERY (1954)
 HW1455
 HW1455'RECOVERY NOTE BY US ENGINEERS 1954
 HW1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2361 ***********************************************************************
 GX2361  DESIGNATION -  W 190
 GX2361  PID         -  GX2361
 GX2361  STATE/COUNTY-  WV/LOGAN
 GX2361  USGS QUAD   -  AMHERSTDALE (1989)
 GX2361
 GX2361                         *CURRENT SURVEY CONTROL
 GX2361  ___________________________________________________________________
 GX2361* NAD 83(1986)-  37 47 06.     (N)    081 48 33.     (W)     SCALED    
 GX2361* NAVD 88     -       274.005  (meters)     898.96   (feet)  ADJUSTED  
 GX2361  ___________________________________________________________________
 GX2361  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GX2361  DYNAMIC HT  -         273.800 (meters)     898.29  (feet)  COMP
 GX2361  MODELED GRAV-     979,874.5   (mgal)                       NAVD 88
 GX2361
 GX2361  VERT ORDER  -  SECOND    CLASS 0
 GX2361
 GX2361.The horizontal coordinates were scaled from a topographic map and have
 GX2361.an estimated accuracy of +/- 6 seconds.
 GX2361
 GX2361.The orthometric height was determined by differential leveling
 GX2361.and adjusted by the National Geodetic Survey in June 1991..
 GX2361
 GX2361.The geoid height was determined by GEOID03.
 GX2361
 GX2361.The dynamic height is computed by dividing the NAVD 88
 GX2361.geopotential number by the normal gravity value computed on the
 GX2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2361.degrees latitude (g = 980.6199 gals.).
 GX2361
 GX2361.The modeled gravity was interpolated from observed gravity values.
 GX2361
 GX2361;                    North         East    Units  Estimated Accuracy
 GX2361;SPC WV S     -    87,440.      528,730.      MT  (+/- 180 meters Scaled)
 GX2361
 GX2361                          SUPERSEDED SURVEY CONTROL
 GX2361
 GX2361  NGVD 29 (??/??/92)  274.206  (m)          899.62   (f) ADJ UNCH    2 0
 GX2361
 GX2361.Superseded values are not recommended for survey control.
 GX2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2361.See file dsdata.txt to determine how the superseded data were derived.
 GX2361
 GX2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB287822(NAD 83)
 GX2361_MARKER: DB = BENCH MARK DISK
 GX2361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2361_SP_SET: BRIDGE
 GX2361_STAMPING: W 190 1958
 GX2361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2361
 GX2361  HISTORY     - Date     Condition        Report By
 GX2361  HISTORY     - 1958     MONUMENTED       CGS
 GX2361
 GX2361                          STATION DESCRIPTION
 GX2361
 GX2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2361'0.1 MI E FROM AMHERSTDALE.
 GX2361'ABOUT 0.1 MILE EAST ALONG A BLACK TOP ROAD TO SAUNDERS FROM THE
 GX2361'BANK BUILDING AT AMHERSTDALE, IN TOP OF THE SOUTH END OF THE
 GX2361'LOWER PART OR BRIDGE SEAT OF THE EAST ABUTMENT OF 120-FOOT
 GX2361'CONCRETE BRIDGE ACROSS BUFFALO CREEK, 18 FEET SOUTH OF THE
 GX2361'CENTER LINE OF THE BRIDGE FLOOR, 4 FEET SOUTH OF STEEL BANISTER,
 GX2361'AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1915 ***********************************************************************
 GX1915  DESIGNATION -  W 191
 GX1915  PID         -  GX1915
 GX1915  STATE/COUNTY-  WV/MCDOWELL
 GX1915  USGS QUAD   -  PATTERSON (1977)
 GX1915
 GX1915                         *CURRENT SURVEY CONTROL
 GX1915  ___________________________________________________________________
 GX1915* NAD 83(1986)-  37 19 53.     (N)    081 53 29.     (W)     SCALED    
 GX1915* NAVD 88     -       715.706  (meters)    2348.11   (feet)  ADJUSTED  
 GX1915  ___________________________________________________________________
 GX1915  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX1915  DYNAMIC HT  -         715.084 (meters)    2346.07  (feet)  COMP
 GX1915  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 GX1915
 GX1915  VERT ORDER  -  SECOND    CLASS 0
 GX1915
 GX1915.The horizontal coordinates were scaled from a topographic map and have
 GX1915.an estimated accuracy of +/- 6 seconds.
 GX1915
 GX1915.The orthometric height was determined by differential leveling
 GX1915.and adjusted by the National Geodetic Survey in June 1991..
 GX1915
 GX1915.The geoid height was determined by GEOID03.
 GX1915
 GX1915.The dynamic height is computed by dividing the NAVD 88
 GX1915.geopotential number by the normal gravity value computed on the
 GX1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1915.degrees latitude (g = 980.6199 gals.).
 GX1915
 GX1915.The modeled gravity was interpolated from observed gravity values.
 GX1915
 GX1915;                    North         East    Units  Estimated Accuracy
 GX1915;SPC WV S     -    37,160.      521,000.      MT  (+/- 180 meters Scaled)
 GX1915
 GX1915                          SUPERSEDED SURVEY CONTROL
 GX1915
 GX1915  NGVD 29 (??/??/92)  715.858  (m)         2348.61   (f) ADJ UNCH    2 0
 GX1915
 GX1915.Superseded values are not recommended for survey control.
 GX1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1915.See file dsdata.txt to determine how the superseded data were derived.
 GX1915
 GX1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB210320(NAD 83)
 GX1915_MARKER: DB = BENCH MARK DISK
 GX1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1915_STAMPING: W 191 1958
 GX1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1915+STABILITY: SURFACE MOTION
 GX1915
 GX1915  HISTORY     - Date     Condition        Report By
 GX1915  HISTORY     - 1958     MONUMENTED       CGS
 GX1915
 GX1915                          STATION DESCRIPTION
 GX1915
 GX1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1915'0.4 MI W FROM PAYNESVILLE.
 GX1915'0.35 MILE WEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 GX1915'PAYNESVILLE, ON THE TOP OF RIDGE AND NEAR THE VIRGINIA-WEST
 GX1915'VIRGINIA STATE LINE, 24 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 GX1915'2 1/2 FEET WEST OF THE SOUTH LEG OF A SIGN ENTERING SCENIC WEST
 GX1915'VIRGINIA, 171 FEET EAST OF WEST VA. HIGHWAY MILE POST 0, AT THE
 GX1915'JUNCTION OF OLD ROAD BED LEADING SOUTHWEST ALONG RIDGE TOP, 225
 GX1915'FEET EAST AND ACROSS HIGHWAY FROM A CAST-IRON HISTORICAL SIGN
 GX1915'BUCHANAN COUNTY, 2 FEET NORTH OF A STEEL WITNESS POST, ABOUT LEVEL
 GX1915'WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GX1915'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1264 ***********************************************************************
 GX1264  DESIGNATION -  W 192
 GX1264  PID         -  GX1264
 GX1264  STATE/COUNTY-  WV/FAYETTE
 GX1264  USGS QUAD   -  THURMOND (1988)
 GX1264
 GX1264                         *CURRENT SURVEY CONTROL
 GX1264  ___________________________________________________________________
 GX1264* NAD 83(1986)-  37 58 36.     (N)    081 01 27.     (W)     SCALED    
 GX1264* NAVD 88     -       311.091  (meters)    1020.64   (feet)  ADJUSTED  
 GX1264  ___________________________________________________________________
 GX1264  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX1264  DYNAMIC HT  -         310.843 (meters)    1019.82  (feet)  COMP
 GX1264  MODELED GRAV-     979,826.2   (mgal)                       NAVD 88
 GX1264
 GX1264  VERT ORDER  -  FIRST     CLASS II
 GX1264
 GX1264.The horizontal coordinates were scaled from a topographic map and have
 GX1264.an estimated accuracy of +/- 6 seconds.
 GX1264
 GX1264.The orthometric height was determined by differential leveling
 GX1264.and adjusted by the National Geodetic Survey in June 1991..
 GX1264
 GX1264.The geoid height was determined by GEOID03.
 GX1264
 GX1264.The dynamic height is computed by dividing the NAVD 88
 GX1264.geopotential number by the normal gravity value computed on the
 GX1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1264.degrees latitude (g = 980.6199 gals.).
 GX1264
 GX1264.The modeled gravity was interpolated from observed gravity values.
 GX1264
 GX1264;                    North         East    Units  Estimated Accuracy
 GX1264;SPC WV S     -   108,400.      597,880.      MT  (+/- 180 meters Scaled)
 GX1264
 GX1264                          SUPERSEDED SURVEY CONTROL
 GX1264
 GX1264  NGVD 29 (??/??/92)  311.255  (m)         1021.18   (f) ADJ UNCH    1 2
 GX1264
 GX1264.Superseded values are not recommended for survey control.
 GX1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1264.See file dsdata.txt to determine how the superseded data were derived.
 GX1264
 GX1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC978032(NAD 83)
 GX1264_MARKER: DB = BENCH MARK DISK
 GX1264_SETTING: 80 = SET IN A BOULDER
 GX1264_SP_SET: BOULDER
 GX1264_STAMPING: W 192 1958
 GX1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1264+STABILITY: SURFACE MOTION
 GX1264
 GX1264  HISTORY     - Date     Condition        Report By
 GX1264  HISTORY     - 1958     MONUMENTED       CGS
 GX1264
 GX1264                          STATION DESCRIPTION
 GX1264
 GX1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1264'1.6 MI S FROM SEWELL.
 GX1264'ABOUT 1.55 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX1264'THE STATION AT SEWELL, 0.45 MILE SOUTH OF THE FLAG STATION AT
 GX1264'EAST SEWELL, 36 1/2 FEET NORTHWEST OF MILEPOST 396, 24 FEET
 GX1264'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, SET
 GX1264'VERTICALLY IN THE NORTHWEST FACE OF A 12-BY 5-FOOT SLANTING
 GX1264'BOULDER, 2 1/2 FEET ABOVE THE GROUND, ABOUT IN LINE WITH TOP RIDGE
 GX1264'OF BOULDER, 23 YARDS NORTHWEST OF TELEPHONE POLE G 175, AND
 GX1264'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2037 ***********************************************************************
 GX2037  DESIGNATION -  W 193
 GX2037  PID         -  GX2037
 GX2037  STATE/COUNTY-  WV/MCDOWELL
 GX2037  USGS QUAD   -  GARY (1977)
 GX2037
 GX2037                         *CURRENT SURVEY CONTROL
 GX2037  ___________________________________________________________________
 GX2037* NAD 83(1986)-  37 21 37.     (N)    081 32 52.     (W)     SCALED    
 GX2037* NAVD 88     -       451.176  (meters)    1480.23   (feet)  ADJUSTED  
 GX2037  ___________________________________________________________________
 GX2037  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GX2037  DYNAMIC HT  -         450.799 (meters)    1479.00  (feet)  COMP
 GX2037  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 GX2037
 GX2037  VERT ORDER  -  SECOND    CLASS 0
 GX2037
 GX2037.The horizontal coordinates were scaled from a topographic map and have
 GX2037.an estimated accuracy of +/- 6 seconds.
 GX2037
 GX2037.The orthometric height was determined by differential leveling
 GX2037.and adjusted by the National Geodetic Survey in June 1991..
 GX2037
 GX2037.The geoid height was determined by GEOID03.
 GX2037
 GX2037.The dynamic height is computed by dividing the NAVD 88
 GX2037.geopotential number by the normal gravity value computed on the
 GX2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2037.degrees latitude (g = 980.6199 gals.).
 GX2037
 GX2037.The modeled gravity was interpolated from observed gravity values.
 GX2037
 GX2037;                    North         East    Units  Estimated Accuracy
 GX2037;SPC WV S     -    40,130.      551,470.      MT  (+/- 180 meters Scaled)
 GX2037
 GX2037                          SUPERSEDED SURVEY CONTROL
 GX2037
 GX2037  NGVD 29 (??/??/92)  451.330  (m)         1480.74   (f) ADJ UNCH    2 0
 GX2037
 GX2037.Superseded values are not recommended for survey control.
 GX2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2037.See file dsdata.txt to determine how the superseded data were derived.
 GX2037
 GX2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB514349(NAD 83)
 GX2037_MARKER: DB = BENCH MARK DISK
 GX2037_SETTING: 66 = SET IN ROCK OUTCROP
 GX2037_SP_SET: CUT
 GX2037_STAMPING: W 193 1958
 GX2037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2037+STABILITY: POSITION/ELEVATION WELL
 GX2037
 GX2037  HISTORY     - Date     Condition        Report By
 GX2037  HISTORY     - 1958     MONUMENTED       CGS
 GX2037
 GX2037                          STATION DESCRIPTION
 GX2037
 GX2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2037'0.6 MI S FROM GARY.
 GX2037'0.6 MILE SOUTH ALONG A BLACK TOP ROAD LEADING TO ELBERT FROM
 GX2037'THE JUNCTIN OF STATE HIGHWAY 85 AT GARY, 0.65 MILE NORTH OF
 GX2037'THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTHWEST TO REAM,
 GX2037'ON THE INSIDE OF A CRUVE WITH TANGENTS EXTENDING NORTH AND
 GX2037'SOUTHEAST, SET VERTICALLY IN THE WEST FACE OF A ROCK, 16 FEET
 GX2037'EAST OF THE CENTER LINE OF THE ROAD, 37 FEET SOUTHEAST AND ACROSS
 GX2037'THE ROAD FROM THE SOUTHEAST ONE OF THREE POWER LINE POLES AND
 GX2037'SUPPORTING A TRANSFORMER, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 GX2037'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2078 ***********************************************************************
 GX2078  DESIGNATION -  W 194
 GX2078  PID         -  GX2078
 GX2078  STATE/COUNTY-  WV/MCDOWELL
 GX2078  USGS QUAD   -  DAVY (1976)
 GX2078
 GX2078                         *CURRENT SURVEY CONTROL
 GX2078  ___________________________________________________________________
 GX2078* NAD 83(1986)-  37 22 47.     (N)    081 38 28.     (W)     SCALED    
 GX2078* NAVD 88     -       457.913  (meters)    1502.34   (feet)  ADJUSTED  
 GX2078  ___________________________________________________________________
 GX2078  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX2078  DYNAMIC HT  -         457.531 (meters)    1501.08  (feet)  COMP
 GX2078  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 GX2078
 GX2078  VERT ORDER  -  SECOND    CLASS 0
 GX2078
 GX2078.The horizontal coordinates were scaled from a topographic map and have
 GX2078.an estimated accuracy of +/- 6 seconds.
 GX2078
 GX2078.The orthometric height was determined by differential leveling
 GX2078.and adjusted by the National Geodetic Survey in June 1991..
 GX2078
 GX2078.The geoid height was determined by GEOID03.
 GX2078
 GX2078.The dynamic height is computed by dividing the NAVD 88
 GX2078.geopotential number by the normal gravity value computed on the
 GX2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2078.degrees latitude (g = 980.6199 gals.).
 GX2078
 GX2078.The modeled gravity was interpolated from observed gravity values.
 GX2078
 GX2078;                    North         East    Units  Estimated Accuracy
 GX2078;SPC WV S     -    42,340.      543,220.      MT  (+/- 180 meters Scaled)
 GX2078
 GX2078                          SUPERSEDED SURVEY CONTROL
 GX2078
 GX2078  NGVD 29 (??/??/92)  458.075  (m)         1502.87   (f) ADJ UNCH    2 0
 GX2078
 GX2078.Superseded values are not recommended for survey control.
 GX2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2078.See file dsdata.txt to determine how the superseded data were derived.
 GX2078
 GX2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB432371(NAD 83)
 GX2078_MARKER: DB = BENCH MARK DISK
 GX2078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2078_SP_SET: BRIDGE
 GX2078_STAMPING: W 194 1958
 GX2078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX2078+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 GX2078
 GX2078  HISTORY     - Date     Condition        Report By
 GX2078  HISTORY     - 1958     MONUMENTED       CGS
 GX2078  HISTORY     - 20021120 GOOD             INDIV
 GX2078
 GX2078                          STATION DESCRIPTION
 GX2078
 GX2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2078'6.8 MI SW FROM WELCH.
 GX2078'2.15 MILES SOUTH ALONG STATE HIGHWAY 16 AND U.S. HIGHWAY 52 FROM
 GX2078'THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY AT WELCH, THENCE
 GX2078'4.7 MILES SOUTHWEST ALONG STATE HIGHWAY 16, 0.2 MILE NORTHEAST
 GX2078'OF A T ROAD JUNCTION, AT COALWOOD, AT THE APPALACHIAN ELECTRIC
 GX2078'POWER CO. COALWOOD SUBSTATION, SET VERTICALLY IN THE NORTHWEST
 GX2078'FACE OF THE BRICK WALL, 2 FEET SOUTHWEST OF THE NORTH CORNER,
 GX2078'49 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 GX2078'ABOVE THE GROUND, AND ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2078
 GX2078                          STATION RECOVERY (2002)
 GX2078
 GX2078'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 GX2078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1927 ***********************************************************************
 GX1927  DESIGNATION -  W 195
 GX1927  PID         -  GX1927
 GX1927  STATE/COUNTY-  WV/MCDOWELL
 GX1927  USGS QUAD   -  IAEGER (1976)
 GX1927
 GX1927                         *CURRENT SURVEY CONTROL
 GX1927  ___________________________________________________________________
 GX1927* NAD 83(1986)-  37 24 49.     (N)    081 47 10.     (W)     SCALED    
 GX1927* NAVD 88     -       316.553  (meters)    1038.56   (feet)  ADJUSTED  
 GX1927  ___________________________________________________________________
 GX1927  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX1927  DYNAMIC HT  -         316.299 (meters)    1037.72  (feet)  COMP
 GX1927  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 GX1927
 GX1927  VERT ORDER  -  SECOND    CLASS 0
 GX1927
 GX1927.The horizontal coordinates were scaled from a topographic map and have
 GX1927.an estimated accuracy of +/- 6 seconds.
 GX1927
 GX1927.The orthometric height was determined by differential leveling
 GX1927.and adjusted by the National Geodetic Survey in June 1991..
 GX1927
 GX1927.The geoid height was determined by GEOID03.
 GX1927
 GX1927.The dynamic height is computed by dividing the NAVD 88
 GX1927.geopotential number by the normal gravity value computed on the
 GX1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1927.degrees latitude (g = 980.6199 gals.).
 GX1927
 GX1927.The modeled gravity was interpolated from observed gravity values.
 GX1927
 GX1927;                    North         East    Units  Estimated Accuracy
 GX1927;SPC WV S     -    46,200.      530,410.      MT  (+/- 180 meters Scaled)
 GX1927
 GX1927                          SUPERSEDED SURVEY CONTROL
 GX1927
 GX1927  NGVD 29 (??/??/92)  316.741  (m)         1039.17   (f) ADJ UNCH    2 0
 GX1927
 GX1927.Superseded values are not recommended for survey control.
 GX1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1927.See file dsdata.txt to determine how the superseded data were derived.
 GX1927
 GX1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB304410(NAD 83)
 GX1927_MARKER: DB = BENCH MARK DISK
 GX1927_SETTING: 66 = SET IN ROCK OUTCROP
 GX1927_SP_SET: SET IN ROCK OUTCROP
 GX1927_STAMPING: W 195 1958
 GX1927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1927+STABILITY: POSITION/ELEVATION WELL
 GX1927
 GX1927  HISTORY     - Date     Condition        Report By
 GX1927  HISTORY     - 1958     MONUMENTED       CGS
 GX1927
 GX1927                          STATION DESCRIPTION
 GX1927
 GX1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1927'4.5 MI S FROM IAEGER.
 GX1927'4.5 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE CROSSING OF THE
 GX1927'NORFOLK AND WESTERN RAILWAY AT IAEGER, ABOUT 0.15 MILE SOUTHWEST
 GX1927'OF THE JUNCTION OF A ROAD EAST ACROSS A LONG BRIDGE OVER DRY
 GX1927'FORK AT AVONDALE, SET VERTICALLY IN THE SOUTH FACE OF A LARGE
 GX1927'ROCK CUT, 20 FEET NORTH OF CENTER LINE HIGHWAY, 13 FEET NORTHWEST
 GX1927'OF NORTH END OF A 24-INCH PIPE CULVERT UNDER HIGHWAY, 2 FEET
 GX1927'ABOVE LEVEL OF GROUND AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2025 ***********************************************************************
 GX2025  DESIGNATION -  W 196
 GX2025  PID         -  GX2025
 GX2025  STATE/COUNTY-  WV/MCDOWELL
 GX2025  USGS QUAD   -  WELCH (1976)
 GX2025
 GX2025                         *CURRENT SURVEY CONTROL
 GX2025  ___________________________________________________________________
 GX2025* NAD 83(1986)-  37 26 54.     (N)    081 32 43.     (W)     SCALED    
 GX2025* NAVD 88     -       477.608  (meters)    1566.95   (feet)  ADJUSTED  
 GX2025  ___________________________________________________________________
 GX2025  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX2025  DYNAMIC HT  -         477.216 (meters)    1565.67  (feet)  COMP
 GX2025  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 GX2025
 GX2025  VERT ORDER  -  SECOND    CLASS 0
 GX2025
 GX2025.The horizontal coordinates were scaled from a topographic map and have
 GX2025.an estimated accuracy of +/- 6 seconds.
 GX2025
 GX2025.The orthometric height was determined by differential leveling
 GX2025.and adjusted by the National Geodetic Survey in June 1991..
 GX2025
 GX2025.The geoid height was determined by GEOID03.
 GX2025
 GX2025.The dynamic height is computed by dividing the NAVD 88
 GX2025.geopotential number by the normal gravity value computed on the
 GX2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2025.degrees latitude (g = 980.6199 gals.).
 GX2025
 GX2025.The modeled gravity was interpolated from observed gravity values.
 GX2025
 GX2025;                    North         East    Units  Estimated Accuracy
 GX2025;SPC WV S     -    49,900.      551,750.      MT  (+/- 180 meters Scaled)
 GX2025
 GX2025                          SUPERSEDED SURVEY CONTROL
 GX2025
 GX2025  NGVD 29 (??/??/92)  477.775  (m)         1567.50   (f) ADJ UNCH    2 0
 GX2025
 GX2025.Superseded values are not recommended for survey control.
 GX2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2025.See file dsdata.txt to determine how the superseded data were derived.
 GX2025
 GX2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB517447(NAD 83)
 GX2025_MARKER: DB = BENCH MARK DISK
 GX2025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2025_SP_SET: BRIDGE
 GX2025_STAMPING: W 196 1958
 GX2025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2025
 GX2025  HISTORY     - Date     Condition        Report By
 GX2025  HISTORY     - 1958     MONUMENTED       CGS
 GX2025
 GX2025                          STATION DESCRIPTION
 GX2025
 GX2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2025'3.4 MI NE FROM WELCH.
 GX2025'3.4 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE COURT HOUSE
 GX2025'AT WELCH, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING WEST
 GX2025'AND NORTHEAST, NEAR THE WEST END OF A ROAD-SIDE PARK, IN THE
 GX2025'TOP OF THE EAST END OF SOUTH HEAD WALL OF A 15-FOOT CONCRETE
 GX2025'BRIDGE OVER BROWNS CREEK, 27 FEET SOUTH OF CENTER LINE OF
 GX2025'HIGHWAY, 1 FOOT WEST OF EAST END OF HEAD WALL AND ABOUT 3 FEET
 GX2025'BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3171 ***********************************************************************
 GX3171  DESIGNATION -  W 197 RESET 1979
 GX3171  PID         -  GX3171
 GX3171  STATE/COUNTY-  WV/GREENBRIER
 GX3171  USGS QUAD   -  RONCEVERTE (1971)
 GX3171
 GX3171                         *CURRENT SURVEY CONTROL
 GX3171  ___________________________________________________________________
 GX3171* NAD 83(1986)-  37 44 55.     (N)    080 27 53.     (W)     SCALED    
 GX3171* NAVD 88     -       507.052  (meters)    1663.55   (feet)  ADJUSTED  
 GX3171  ___________________________________________________________________
 GX3171  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX3171  DYNAMIC HT  -         506.636 (meters)    1662.19  (feet)  COMP
 GX3171  MODELED GRAV-     979,792.5   (mgal)                       NAVD 88
 GX3171
 GX3171  VERT ORDER  -  FIRST     CLASS II
 GX3171
 GX3171.The horizontal coordinates were scaled from a topographic map and have
 GX3171.an estimated accuracy of +/- 6 seconds.
 GX3171
 GX3171.The orthometric height was determined by differential leveling
 GX3171.and adjusted by the National Geodetic Survey in June 1991..
 GX3171
 GX3171.The geoid height was determined by GEOID03.
 GX3171
 GX3171.The dynamic height is computed by dividing the NAVD 88
 GX3171.geopotential number by the normal gravity value computed on the
 GX3171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3171.degrees latitude (g = 980.6199 gals.).
 GX3171
 GX3171.The modeled gravity was interpolated from observed gravity values.
 GX3171
 GX3171;                    North         East    Units  Estimated Accuracy
 GX3171;SPC WV S     -    83,220.      647,170.      MT  (+/- 180 meters Scaled)
 GX3171
 GX3171                          SUPERSEDED SURVEY CONTROL
 GX3171
 GX3171.No superseded survey control is available for this station.
 GX3171
 GX3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB471780(NAD 83)
 GX3171_MARKER: DB = BENCH MARK DISK
 GX3171_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GX3171_SP_SET: STEPS
 GX3171_STAMPING: W 197 RESET 1979
 GX3171_MARK LOGO: NGS   
 GX3171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX3171
 GX3171  HISTORY     - Date     Condition        Report By
 GX3171  HISTORY     - 1979     MONUMENTED       NGS
 GX3171  HISTORY     - 1983     GOOD             NGS
 GX3171
 GX3171                          STATION DESCRIPTION
 GX3171
 GX3171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GX3171'IN RONCEVERTE.
 GX3171'50 PACES EAST ALONG EDGAR AVENUE FROMT HE POST OFFICE IN RONCEVERTE,
 GX3171'IN THE FRONT STEPS FOR THE WALK IN TELLER WINDOW FOR THE FIRST
 GX3171'NATIONAL BANK, ACROSS EDGAR AVENUE FROM THE RAILROAD STATION, 42
 GX3171'FEET NORTH-NORTHWEST OF THE CENTER OF EDGAR AVENUE, 38 FEET
 GX3171'WEST-SOUTHWEST OF THE CENTER OF CEDAR STREET AND 6 FEET SOUTH OF
 GX3171'THE CENTER OF THE SOUTH DOOR ENTERING THE WALK IN TELLER BUILDING.
 GX3171'IT IS IN THE SOUTHWEST CORNER OF THE UPPER LANDING.
 GX3171'THE MARK IS 2 FT ABOVE EDGAR AVENUE.
 GX3171
 GX3171                          STATION RECOVERY (1983)
 GX3171
 GX3171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX3171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1237 ***********************************************************************
 GX1237  DESIGNATION -  W 198
 GX1237  PID         -  GX1237
 GX1237  STATE/COUNTY-  WV/FAYETTE
 GX1237  USGS QUAD   -  PRINCE (1989)
 GX1237
 GX1237                         *CURRENT SURVEY CONTROL
 GX1237  ___________________________________________________________________
 GX1237* NAD 83(1986)-  37 50 36.     (N)    081 03 19.     (W)     SCALED    
 GX1237* NAVD 88     -       369.839  (meters)    1213.38   (feet)  ADJUSTED  
 GX1237  ___________________________________________________________________
 GX1237  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX1237  DYNAMIC HT  -         369.547 (meters)    1212.42  (feet)  COMP
 GX1237  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 GX1237
 GX1237  VERT ORDER  -  FIRST     CLASS II
 GX1237
 GX1237.The horizontal coordinates were scaled from a topographic map and have
 GX1237.an estimated accuracy of +/- 6 seconds.
 GX1237
 GX1237.The orthometric height was determined by differential leveling
 GX1237.and adjusted by the National Geodetic Survey in June 1991..
 GX1237
 GX1237.The geoid height was determined by GEOID03.
 GX1237
 GX1237.The dynamic height is computed by dividing the NAVD 88
 GX1237.geopotential number by the normal gravity value computed on the
 GX1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1237.degrees latitude (g = 980.6199 gals.).
 GX1237
 GX1237.The modeled gravity was interpolated from observed gravity values.
 GX1237
 GX1237;                    North         East    Units  Estimated Accuracy
 GX1237;SPC WV S     -    93,600.      595,140.      MT  (+/- 180 meters Scaled)
 GX1237
 GX1237                          SUPERSEDED SURVEY CONTROL
 GX1237
 GX1237  NGVD 29 (??/??/92)  370.013  (m)         1213.95   (f) ADJ UNCH    1 2
 GX1237
 GX1237.Superseded values are not recommended for survey control.
 GX1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1237.See file dsdata.txt to determine how the superseded data were derived.
 GX1237
 GX1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB951884(NAD 83)
 GX1237_MARKER: DB = BENCH MARK DISK
 GX1237_SETTING: 66 = SET IN ROCK OUTCROP
 GX1237_SP_SET: ROCK
 GX1237_STAMPING: W 198 1958
 GX1237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1237+STABILITY: POSITION/ELEVATION WELL
 GX1237
 GX1237  HISTORY     - Date     Condition        Report By
 GX1237  HISTORY     - 1958     MONUMENTED       CGS
 GX1237  HISTORY     - 1980     GOOD             LOCSUR
 GX1237
 GX1237                          STATION DESCRIPTION
 GX1237
 GX1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1237'0.9 MI SW FROM QUINNIMONT.
 GX1237'ABOUT 0.9 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1237'FROM THE STATION AT QUINNIMONT, 133 YARDS SOUTH OF MILEPOST 378,
 GX1237'17 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK OF
 GX1237'SIX TRACKS, SET VERTICALLY IN THE NORTHWEST FACE OF A 2-FOOT HIGH
 GX1237'AND 8-FOOT WIDE LAYER OF SOLID ROCK IN LAYERED PARTLY DIRT
 GX1237'COVERED AND BRITTLE ROCK CUT, 6 1/2 FEET ABOVE THE BOTTOM OF DITCH,
 GX1237'14 1/2 FEET EAST OF THE SOUTHEAST END OF A PIPE CULVERT UNDER THE
 GX1237'TRACK AND COVERED BY TIE, DIRECTLY BELOW A TELEPHONE POLE WHICH
 GX1237'IS THE FIRST POLE NORTHEAST OF POLE L 21, AND THE FIRST POLE
 GX1237'SOUTHWEST OF POLE K, 28 1/2 FEET SOUTHWEST OF THE CENTER OF WASH
 GX1237'IN ROCK CUT, AND ABOUT 5 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 GX1237
 GX1237                          STATION RECOVERY (1980)
 GX1237
 GX1237'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0735 ***********************************************************************
 GX0735  DESIGNATION -  W 199
 GX0735  PID         -  GX0735
 GX0735  STATE/COUNTY-  WV/SUMMERS
 GX0735  USGS QUAD   -  HINTON (1976)
 GX0735
 GX0735                         *CURRENT SURVEY CONTROL
 GX0735  ___________________________________________________________________
 GX0735* NAD 83(1986)-  37 43 04.     (N)    080 53 16.     (W)     SCALED    
 GX0735* NAVD 88     -       411.982  (meters)    1351.64   (feet)  ADJUSTED  
 GX0735  ___________________________________________________________________
 GX0735  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX0735  DYNAMIC HT  -         411.651 (meters)    1350.56  (feet)  COMP
 GX0735  MODELED GRAV-     979,816.0   (mgal)                       NAVD 88
 GX0735
 GX0735  VERT ORDER  -  FIRST     CLASS II
 GX0735
 GX0735.The horizontal coordinates were scaled from a topographic map and have
 GX0735.an estimated accuracy of +/- 6 seconds.
 GX0735
 GX0735.The orthometric height was determined by differential leveling
 GX0735.and adjusted by the National Geodetic Survey in June 1991..
 GX0735
 GX0735.The geoid height was determined by GEOID03.
 GX0735
 GX0735.The dynamic height is computed by dividing the NAVD 88
 GX0735.geopotential number by the normal gravity value computed on the
 GX0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0735.degrees latitude (g = 980.6199 gals.).
 GX0735
 GX0735.The modeled gravity was interpolated from observed gravity values.
 GX0735
 GX0735;                    North         East    Units  Estimated Accuracy
 GX0735;SPC WV S     -    79,670.      609,890.      MT  (+/- 180 meters Scaled)
 GX0735
 GX0735                          SUPERSEDED SURVEY CONTROL
 GX0735
 GX0735  NGVD 29 (??/??/92)  412.156  (m)         1352.22   (f) ADJ UNCH    1 2
 GX0735
 GX0735.Superseded values are not recommended for survey control.
 GX0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0735.See file dsdata.txt to determine how the superseded data were derived.
 GX0735
 GX0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB098745(NAD 83)
 GX0735_MARKER: DB = BENCH MARK DISK
 GX0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0735_SP_SET: CULVERT
 GX0735_STAMPING: W 199 1958
 GX0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0735
 GX0735  HISTORY     - Date     Condition        Report By
 GX0735  HISTORY     - 1958     MONUMENTED       CGS
 GX0735
 GX0735                          STATION DESCRIPTION
 GX0735
 GX0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0735'3.7 MI N FROM HINTON.
 GX0735'ABOUT 3.7 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0735'THE STATION AT HINTON, 0.3 MILE SOUTH OF MILEPOST 361, 0.5
 GX0735'MILE SOUTH OF THE FLAG STATION AT BROOKS, 14.3 FEET EAST OF THE
 GX0735'EAST RAIL OF THE EAST TRACK AND 105 YARDS SOUTH OF THE SOUTH
 GX0735'END OF CURVE, SET VERTICALLY IN THE WEST FACE OF A 75-FOOT
 GX0735'LONG CONCRETE RETAINING WALL, 2 1/2 FEET ABOVE THE GROUND, 2
 GX0735'FEET NORTH OF THE SOUTH END OF THE RETAINING WALL, 52 FEET
 GX0735'SOUTH OF THE SOUTH END OF THE EAST HEAD WALL OF A SKEW 5 FOOT
 GX0735'CONCRETE CULVERT UNDER THE TRACK, AND ABOUT 3 FEET ABOVE THE
 GX0735'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1898 ***********************************************************************
 HW1898  DESIGNATION -  W 2
 HW1898  PID         -  HW1898
 HW1898  STATE/COUNTY-  WV/RANDOLPH
 HW1898  USGS QUAD   -  ELKINS (1995)
 HW1898
 HW1898                         *CURRENT SURVEY CONTROL
 HW1898  ___________________________________________________________________
 HW1898* NAD 83(1986)-  38 54 43.     (N)    079 49 27.     (W)     SCALED    
 HW1898* NAVD 88     -       633.307  (meters)    2077.77   (feet)  POSTED    
 HW1898  ___________________________________________________________________
 HW1898  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HW1898  DYNAMIC HT  -         632.850 (meters)    2076.28  (feet)  COMP
 HW1898  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 HW1898
 HW1898  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HW1898
 HW1898.The horizontal coordinates were scaled from a topographic map and have
 HW1898.an estimated accuracy of +/- 6 seconds.
 HW1898
 HW1898.The orthometric height was determined by differential leveling
 HW1898.and adjusted by the National Geodetic Survey in 1992..
 HW1898.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HW1898.rate of 1.1 thru 2.0 mm/km.
 HW1898
 HW1898.The geoid height was determined by GEOID03.
 HW1898
 HW1898.The dynamic height is computed by dividing the NAVD 88
 HW1898.geopotential number by the normal gravity value computed on the
 HW1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1898.degrees latitude (g = 980.6199 gals.).
 HW1898
 HW1898.The modeled gravity was interpolated from observed gravity values.
 HW1898
 HW1898;                    North         East    Units  Estimated Accuracy
 HW1898;SPC WV S     -   212,860.      701,980.      MT  (+/- 180 meters Scaled)
 HW1898
 HW1898                          SUPERSEDED SURVEY CONTROL
 HW1898
 HW1898  NGVD 29 (??/??/92)  633.473  (m)         2078.32   (f) ADJ UNCH    1 2
 HW1898
 HW1898.Superseded values are not recommended for survey control.
 HW1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1898.See file dsdata.txt to determine how the superseded data were derived.
 HW1898
 HW1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD019076(NAD 83)
 HW1898_MARKER: DB = BENCH MARK DISK
 HW1898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1898_SP_SET: UNDERPASS
 HW1898_STAMPING: W 2 1933
 HW1898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1898
 HW1898  HISTORY     - Date     Condition        Report By
 HW1898  HISTORY     - 1933     MONUMENTED       CGS
 HW1898  HISTORY     - 1964     MARK NOT FOUND   NGS
 HW1898
 HW1898                          STATION DESCRIPTION
 HW1898
 HW1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW1898'2.3 MI E FROM ELKINS.
 HW1898'2.3 MILES EAST ALONG THE WESTERN MARYLAND RAILWAY FROM ELKINS,
 HW1898'RANDOLPH COUNTY, 0.4 MILE EAST OF MILEPOST E 2, AT THE EAST END
 HW1898'OF A HIGHWAY UNDERPASS, IN THE TOP OF THE SOUTH WING WALL, 3
 HW1898'YARDS SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET
 HW1898'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED W 2 1933.
 HW1898'NOTE-- NEW CONCRETE CONSTRUCTION ON THE WING WALL INDICATED THAT
 HW1898'THE MARK WAS COVERED AND/OR DESTROYED.
 HW1898
 HW1898                          STATION RECOVERY (1964)
 HW1898
 HW1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW1898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0668 ***********************************************************************
 GX0668  DESIGNATION -  W 200
 GX0668  PID         -  GX0668
 GX0668  STATE/COUNTY-  WV/MONROE
 GX0668  USGS QUAD   -  FOREST HILL (1976)
 GX0668
 GX0668                         *CURRENT SURVEY CONTROL
 GX0668  ___________________________________________________________________
 GX0668* NAD 83(1986)-  37 30 58.     (N)    080 46 12.     (W)     SCALED    
 GX0668* NAVD 88     -       469.173  (meters)    1539.28   (feet)  ADJUSTED  
 GX0668  ___________________________________________________________________
 GX0668  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GX0668  DYNAMIC HT  -         468.783 (meters)    1538.00  (feet)  COMP
 GX0668  MODELED GRAV-     979,785.1   (mgal)                       NAVD 88
 GX0668
 GX0668  VERT ORDER  -  FIRST     CLASS II
 GX0668
 GX0668.The horizontal coordinates were scaled from a topographic map and have
 GX0668.an estimated accuracy of +/- 6 seconds.
 GX0668
 GX0668.The orthometric height was determined by differential leveling
 GX0668.and adjusted by the National Geodetic Survey in June 1991..
 GX0668
 GX0668.The geoid height was determined by GEOID03.
 GX0668
 GX0668.The dynamic height is computed by dividing the NAVD 88
 GX0668.geopotential number by the normal gravity value computed on the
 GX0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0668.degrees latitude (g = 980.6199 gals.).
 GX0668
 GX0668.The modeled gravity was interpolated from observed gravity values.
 GX0668
 GX0668;                    North         East    Units  Estimated Accuracy
 GX0668;SPC WV S     -    57,310.      620,330.      MT  (+/- 180 meters Scaled)
 GX0668
 GX0668                          SUPERSEDED SURVEY CONTROL
 GX0668
 GX0668  NGVD 29 (??/??/92)  469.346  (m)         1539.85   (f) ADJ UNCH    1 2
 GX0668
 GX0668.Superseded values are not recommended for survey control.
 GX0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0668.See file dsdata.txt to determine how the superseded data were derived.
 GX0668
 GX0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB203521(NAD 83)
 GX0668_MARKER: DB = BENCH MARK DISK
 GX0668_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX0668_STAMPING: W 200 1958
 GX0668_MARK LOGO: CGS   
 GX0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0668
 GX0668  HISTORY     - Date     Condition        Report By
 GX0668  HISTORY     - 1958     MONUMENTED       CGS
 GX0668  HISTORY     - 1984     GOOD             NGS
 GX0668
 GX0668                          STATION DESCRIPTION
 GX0668
 GX0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0668'0.4 MI NW FROM RED SULPHUR SPRINGS.
 GX0668'ABOUT 0.35 MILE NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST
 GX0668'OFFICE AND ROAD JUNCTION AT RED SULPHUR SPRINGS (ROAD 23 LEADING
 GX0668'NORTHEAST TO GREENVILLE AND ROAD 27 LEADING SOUTHEAST TO
 GX0668'ORCHARD), 16 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, IN TOP
 GX0668'OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF LONG CURVED
 GX0668'CONCRETE BRIDGE OVER INDIAN CREEK, 1.2 FEET SOUTHWEST OF CONCRETE
 GX0668'BANISTER, 33 YARDS SOUTH OF CENTER OF T JUNCTION OF A BLACK TOP
 GX0668'ROAD LEADING WEST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GX0668'HIGHWAY.
 GX0668
 GX0668                          STATION RECOVERY (1984)
 GX0668
 GX0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0692 ***********************************************************************
 GX0692  DESIGNATION -  W 201
 GX0692  PID         -  GX0692
 GX0692  STATE/COUNTY-  WV/SUMMERS
 GX0692  USGS QUAD   -  ALDERSON (1976)
 GX0692
 GX0692                         *CURRENT SURVEY CONTROL
 GX0692  ___________________________________________________________________
 GX0692* NAD 83(1986)-  37 42 35.     (N)    080 40 01.     (W)     SCALED    
 GX0692* NAVD 88     -       466.846  (meters)    1531.64   (feet)  ADJUSTED  
 GX0692  ___________________________________________________________________
 GX0692  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0692  DYNAMIC HT  -         466.464 (meters)    1530.39  (feet)  COMP
 GX0692  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 GX0692
 GX0692  VERT ORDER  -  FIRST     CLASS II
 GX0692
 GX0692.The horizontal coordinates were scaled from a topographic map and have
 GX0692.an estimated accuracy of +/- 6 seconds.
 GX0692
 GX0692.The orthometric height was determined by differential leveling
 GX0692.and adjusted by the National Geodetic Survey in June 1991..
 GX0692
 GX0692.The geoid height was determined by GEOID03.
 GX0692
 GX0692.The dynamic height is computed by dividing the NAVD 88
 GX0692.geopotential number by the normal gravity value computed on the
 GX0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0692.degrees latitude (g = 980.6199 gals.).
 GX0692
 GX0692.The modeled gravity was interpolated from observed gravity values.
 GX0692
 GX0692;                    North         East    Units  Estimated Accuracy
 GX0692;SPC WV S     -    78,820.      629,370.      MT  (+/- 180 meters Scaled)
 GX0692
 GX0692                          SUPERSEDED SURVEY CONTROL
 GX0692
 GX0692  NGVD 29 (??/??/92)  467.013  (m)         1532.19   (f) ADJ UNCH    1 2
 GX0692
 GX0692.Superseded values are not recommended for survey control.
 GX0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0692.See file dsdata.txt to determine how the superseded data were derived.
 GX0692
 GX0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB293736(NAD 83)
 GX0692_MARKER: DB = BENCH MARK DISK
 GX0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0692_STAMPING: W 201 1958
 GX0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0692+STABILITY: SURFACE MOTION
 GX0692
 GX0692  HISTORY     - Date     Condition        Report By
 GX0692  HISTORY     - 1958     MONUMENTED       CGS
 GX0692  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0692
 GX0692                          STATION DESCRIPTION
 GX0692
 GX0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0692'2.8 MI SW FROM ALDERSON.
 GX0692'ABOUT 2.8 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0692'FROM THE STATION AT ALDERSON, 0.3 MILE NORTH OF MILEPOST 339, AT
 GX0692'A PRIVATE CROSSING ON THE PRISON PROPERTY, 46 FEET EAST OF THE
 GX0692'EAST RAIL OF THE EAST TRACK, 1 FOOT WEST OF A WIRE FENCE, 19 1/2
 GX0692'FEET NORTH OF THE CENTER LINE OF THE CROSSING, 52 1/2 FEET SOUTH
 GX0692'OF THE FIRST TELEPHONE POLE NORTH OF THE CROSSING, 2 FEET NORTH
 GX0692'OF A STEEL WITNESS POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE
 GX0692'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GX0692
 GX0692                          STATION RECOVERY (1984)
 GX0692
 GX0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0692'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0692'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0052 ***********************************************************************
 GX0052  DESIGNATION -  W 202
 GX0052  PID         -  GX0052
 GX0052  STATE/COUNTY-  WV/GREENBRIER
 GX0052  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0052
 GX0052                         *CURRENT SURVEY CONTROL
 GX0052  ___________________________________________________________________
 GX0052* NAD 83(1986)-  37 46 39.     (N)    080 19 38.     (W)     SCALED    
 GX0052* NAVD 88     -       549.870  (meters)    1804.03   (feet)  ADJUSTED  
 GX0052  ___________________________________________________________________
 GX0052  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GX0052  DYNAMIC HT  -         549.415 (meters)    1802.54  (feet)  COMP
 GX0052  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 GX0052
 GX0052  VERT ORDER  -  FIRST     CLASS II
 GX0052
 GX0052.The horizontal coordinates were scaled from a topographic map and have
 GX0052.an estimated accuracy of +/- 6 seconds.
 GX0052
 GX0052.The orthometric height was determined by differential leveling
 GX0052.and adjusted by the National Geodetic Survey in June 1991..
 GX0052
 GX0052.The geoid height was determined by GEOID03.
 GX0052
 GX0052.The dynamic height is computed by dividing the NAVD 88
 GX0052.geopotential number by the normal gravity value computed on the
 GX0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0052.degrees latitude (g = 980.6199 gals.).
 GX0052
 GX0052.The modeled gravity was interpolated from observed gravity values.
 GX0052
 GX0052;                    North         East    Units  Estimated Accuracy
 GX0052;SPC WV S     -    86,510.      659,270.      MT  (+/- 180 meters Scaled)
 GX0052
 GX0052                          SUPERSEDED SURVEY CONTROL
 GX0052
 GX0052  NGVD 29 (??/??/92)  550.026  (m)         1804.54   (f) ADJ UNCH    1 2
 GX0052
 GX0052.Superseded values are not recommended for survey control.
 GX0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0052.See file dsdata.txt to determine how the superseded data were derived.
 GX0052
 GX0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB592813(NAD 83)
 GX0052_MARKER: DB = BENCH MARK DISK
 GX0052_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GX0052_STAMPING: W 202 1958
 GX0052_MARK LOGO: CGS   
 GX0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0052+STABILITY: SURFACE MOTION
 GX0052
 GX0052  HISTORY     - Date     Condition        Report By
 GX0052  HISTORY     - 1958     MONUMENTED       CGS
 GX0052  HISTORY     - 1984     GOOD             NGS
 GX0052  HISTORY     - 20051004 MARK NOT FOUND   TEI
 GX0052
 GX0052                          STATION DESCRIPTION
 GX0052
 GX0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0052'1.5 MI W FROM W SULPHUR SPRINGS.
 GX0052'ABOUT 1.5 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE CHESAPEAKE
 GX0052'AND OHIO RAILWAY STATION AT WHITE SULPHUR SPRINGS, AT THE
 GX0052'GREENBRIER AIRPORT, SET VERTICALLY IN THE WEST FACE OF THE
 GX0052'CONCRETE FOUNDATION OF THE ADMINISTRATION BUILDING, 2 FEET NORTH
 GX0052'OF THE SOUTHWEST CORNER, 1 FOOT ABOVE THE GROUND, 25 YARDS NORTH
 GX0052'OF BENCH MARK X 202, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 GX0052'HIGHWAY.
 GX0052
 GX0052                          STATION RECOVERY (1984)
 GX0052
 GX0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0052'RECOVERED IN GOOD CONDITION.
 GX0052
 GX0052                          STATION RECOVERY (2005)
 GX0052
 GX0052'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2005 (EMM)
 GX0052'BUILDING HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1869 ***********************************************************************
 HX1869  DESIGNATION -  W 203
 HX1869  PID         -  HX1869
 HX1869  STATE/COUNTY-  WV/FAYETTE
 HX1869  USGS QUAD   -  GAULEY BRIDGE (1976)
 HX1869
 HX1869                         *CURRENT SURVEY CONTROL
 HX1869  ___________________________________________________________________
 HX1869* NAD 83(1986)-  38 07 51.     (N)    081 08 59.     (W)     SCALED    
 HX1869* NAVD 88     -       233.509  (meters)     766.10   (feet)  ADJUSTED  
 HX1869  ___________________________________________________________________
 HX1869  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HX1869  DYNAMIC HT  -         233.335 (meters)     765.53  (feet)  COMP
 HX1869  MODELED GRAV-     979,880.6   (mgal)                       NAVD 88
 HX1869
 HX1869  VERT ORDER  -  FIRST     CLASS II
 HX1869
 HX1869.The horizontal coordinates were scaled from a topographic map and have
 HX1869.an estimated accuracy of +/- 6 seconds.
 HX1869
 HX1869.The orthometric height was determined by differential leveling
 HX1869.and adjusted by the National Geodetic Survey in June 1991..
 HX1869
 HX1869.The geoid height was determined by GEOID03.
 HX1869
 HX1869.The dynamic height is computed by dividing the NAVD 88
 HX1869.geopotential number by the normal gravity value computed on the
 HX1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1869.degrees latitude (g = 980.6199 gals.).
 HX1869
 HX1869.The modeled gravity was interpolated from observed gravity values.
 HX1869
 HX1869;                    North         East    Units  Estimated Accuracy
 HX1869;SPC WV S     -   125,520.      586,870.      MT  (+/- 180 meters Scaled)
 HX1869
 HX1869                          SUPERSEDED SURVEY CONTROL
 HX1869
 HX1869  NGVD 29 (??/??/92)  233.689  (m)          766.69   (f) ADJ UNCH    1 2
 HX1869
 HX1869.Superseded values are not recommended for survey control.
 HX1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1869.See file dsdata.txt to determine how the superseded data were derived.
 HX1869
 HX1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC868203(NAD 83)
 HX1869_MARKER: DB = BENCH MARK DISK
 HX1869_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1869_SP_SET: UNSPECIFIED ROCK
 HX1869_STAMPING: W 203 1959
 HX1869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1869
 HX1869  HISTORY     - Date     Condition        Report By
 HX1869  HISTORY     - 1959     MONUMENTED       CGS
 HX1869
 HX1869                          STATION DESCRIPTION
 HX1869
 HX1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1869'1.2 MI NW FROM COTTON HILL.
 HX1869'ABOUT 1.15 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1869'FROM THE STATION AT COTTON HILL, ABOUT 4 RAILS NORTHWEST OF
 HX1869'MILEPOST 412, 34 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 HX1869'NORTHEAST TRACK, 18 FEET NORTHEAST OF THE SECOND TELEPHONE POLE
 HX1869'NORTHWEST OF THE MILEPOST (TELEPHONE POLE NO. E 23), IN TOP OF THE
 HX1869'NORTHWEST ONE OF TWO LARGE ROCKS THAT REACHES FROM THE TRACK
 HX1869'GRADE OUT INTO THE RIVER, AT THE POINT WHERE THE MARK IS SET
 HX1869'THE ROCK IS ABOUT 10 FEET WIDE AT THE TOP, AND ABOUT 6 FEET
 HX1869'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1901 ***********************************************************************
 HX1901  DESIGNATION -  W 204
 HX1901  PID         -  HX1901
 HX1901  STATE/COUNTY-  WV/KANAWHA
 HX1901  USGS QUAD   -  CEDAR GROVE (1976)
 HX1901
 HX1901                         *CURRENT SURVEY CONTROL
 HX1901  ___________________________________________________________________
 HX1901* NAD 83(1986)-  38 12 21.     (N)    081 24 16.     (W)     SCALED    
 HX1901* NAVD 88     -       184.506  (meters)     605.33   (feet)  ADJUSTED  
 HX1901  ___________________________________________________________________
 HX1901  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HX1901  DYNAMIC HT  -         184.377 (meters)     604.91  (feet)  COMP
 HX1901  MODELED GRAV-     979,923.9   (mgal)                       NAVD 88
 HX1901
 HX1901  VERT ORDER  -  FIRST     CLASS II
 HX1901
 HX1901.The horizontal coordinates were scaled from a topographic map and have
 HX1901.an estimated accuracy of +/- 6 seconds.
 HX1901
 HX1901.The orthometric height was determined by differential leveling
 HX1901.and adjusted by the National Geodetic Survey in June 1991..
 HX1901
 HX1901.The geoid height was determined by GEOID03.
 HX1901
 HX1901.The dynamic height is computed by dividing the NAVD 88
 HX1901.geopotential number by the normal gravity value computed on the
 HX1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1901.degrees latitude (g = 980.6199 gals.).
 HX1901
 HX1901.The modeled gravity was interpolated from observed gravity values.
 HX1901
 HX1901;                    North         East    Units  Estimated Accuracy
 HX1901;SPC WV S     -   133,910.      564,580.      MT  (+/- 180 meters Scaled)
 HX1901
 HX1901                          SUPERSEDED SURVEY CONTROL
 HX1901
 HX1901  NGVD 29 (??/??/92)  184.699  (m)          605.97   (f) ADJ UNCH    1 2
 HX1901
 HX1901.Superseded values are not recommended for survey control.
 HX1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1901.See file dsdata.txt to determine how the superseded data were derived.
 HX1901
 HX1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC645287(NAD 83)
 HX1901_MARKER: DB = BENCH MARK DISK
 HX1901_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1901_SP_SET: RIVER LOCK
 HX1901_STAMPING: W 204 1959
 HX1901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1901
 HX1901  HISTORY     - Date     Condition        Report By
 HX1901  HISTORY     - 1959     MONUMENTED       CGS
 HX1901
 HX1901                          STATION DESCRIPTION
 HX1901
 HX1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1901'2 MI SE FROM CEDAR GROVE.
 HX1901'ABOUT 2.05 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1901'FROM THE STATION AT CEDAR GROVE, AT THE WEST EDGE OF RIVERSIDE,
 HX1901'0.35 MILE SOUTHEAST OF MILEPOST 146, ABOUT 140 YARDS SOUTHEAST
 HX1901'OF THE TRACK, AT THE EAST CORNER OF A LARGE SCRAP IRON YARD, IN
 HX1901'TOP OF THE EAST CORNER OF THE OLD ABANDONED RIVER LOCK NO. 3,
 HX1901'6 1/2 FEET NORTHEAST OF THE EAST CORNER, 1 1/2 FEET SOUTHWEST
 HX1901'OF THE NORTHEAST CORNER OF A THREE CORNERED STEEL FRAME
 HX1901'SUPPORTING A RIVER LIGHT, AND ABOUT 40 FEET BELOW THE LEVEL OF THE
 HX1901'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2059 ***********************************************************************
 HX2059  DESIGNATION -  W 205
 HX2059  PID         -  HX2059
 HX2059  STATE/COUNTY-  WV/KANAWHA
 HX2059  USGS QUAD   -  CHARLESTON EAST (1976)
 HX2059
 HX2059                         *CURRENT SURVEY CONTROL
 HX2059  ___________________________________________________________________
 HX2059* NAD 83(1986)-  38 20 32.     (N)    081 36 53.     (W)     SCALED    
 HX2059* NAVD 88     -       184.325  (meters)     604.74   (feet)  ADJUSTED  
 HX2059  ___________________________________________________________________
 HX2059  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HX2059  DYNAMIC HT  -         184.197 (meters)     604.32  (feet)  COMP
 HX2059  MODELED GRAV-     979,928.9   (mgal)                       NAVD 88
 HX2059
 HX2059  VERT ORDER  -  FIRST     CLASS II
 HX2059
 HX2059.The horizontal coordinates were scaled from a topographic map and have
 HX2059.an estimated accuracy of +/- 6 seconds.
 HX2059
 HX2059.The orthometric height was determined by differential leveling
 HX2059.and adjusted by the National Geodetic Survey in June 1991..
 HX2059
 HX2059.The geoid height was determined by GEOID03.
 HX2059
 HX2059.The dynamic height is computed by dividing the NAVD 88
 HX2059.geopotential number by the normal gravity value computed on the
 HX2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2059.degrees latitude (g = 980.6199 gals.).
 HX2059
 HX2059.The modeled gravity was interpolated from observed gravity values.
 HX2059
 HX2059;                    North         East    Units  Estimated Accuracy
 HX2059;SPC WV S     -   149,150.      546,260.      MT  (+/- 180 meters Scaled)
 HX2059
 HX2059                          SUPERSEDED SURVEY CONTROL
 HX2059
 HX2059  NGVD 29 (??/??/92)  184.520  (m)          605.38   (f) ADJ UNCH    1 2
 HX2059
 HX2059.Superseded values are not recommended for survey control.
 HX2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2059.See file dsdata.txt to determine how the superseded data were derived.
 HX2059
 HX2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC462439(NAD 83)
 HX2059_MARKER: DB = BENCH MARK DISK
 HX2059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2059_SP_SET: FOUNDATION
 HX2059_STAMPING: W 205 1959
 HX2059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2059
 HX2059  HISTORY     - Date     Condition        Report By
 HX2059  HISTORY     - 1959     MONUMENTED       CGS
 HX2059
 HX2059                          STATION DESCRIPTION
 HX2059
 HX2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX2059'AT CHARLESTON.
 HX2059'AT CHARLESTON, ABOUT 0.9 MILE SOUTHEAST ALONG THE NEW YORK
 HX2059'CENTRAL RAILROAD FROM THE STATION, AT MILEPOST 127, AT THE
 HX2059'CROSSING OF ELIZABETH STREET, 29 1/2 FEET SOUTHWEST OF THE
 HX2059'SOUTHWEST RAIL OF THE SOUTHWEST ONE OF THREE TRACKS, SET
 HX2059'VERTICALLY IN THE NORTHEAST FACE OF THE CONCRETE FOUNDATION TO THE
 HX2059'CONCRETE BLOCK BUILDING OF AMSTAN SUPPLY, 92 FEET NORTHWEST
 HX2059'OF THE CENTER LINE OF ELIZABETH STREET, 106 FEET SOUTH OF AND
 HX2059'ACROSS THE TRACK FROM THE MILEPOST, 15 FEET SOUTHEAST OF THE NORTH
 HX2059'CORNER OF THE BUILDING, 2 FEET ABOVE THE GROUND, AND ABOUT
 HX2059'1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1270 ***********************************************************************
 GX1270  DESIGNATION -  W 206
 GX1270  PID         -  GX1270
 GX1270  STATE/COUNTY-  WV/FAYETTE
 GX1270  USGS QUAD   -  PRINCE (1989)
 GX1270
 GX1270                         *CURRENT SURVEY CONTROL
 GX1270  ___________________________________________________________________
 GX1270* NAD 83(1986)-  37 51 14.     (N)    081 02 28.     (W)     SCALED    
 GX1270* NAVD 88     -       396.107  (meters)    1299.56   (feet)  ADJUSTED  
 GX1270  ___________________________________________________________________
 GX1270  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX1270  DYNAMIC HT  -         395.794 (meters)    1298.53  (feet)  COMP
 GX1270  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 GX1270
 GX1270  VERT ORDER  -  SECOND    CLASS 0
 GX1270
 GX1270.The horizontal coordinates were scaled from a topographic map and have
 GX1270.an estimated accuracy of +/- 6 seconds.
 GX1270
 GX1270.The orthometric height was determined by differential leveling
 GX1270.and adjusted by the National Geodetic Survey in June 1991..
 GX1270
 GX1270.The geoid height was determined by GEOID03.
 GX1270
 GX1270.The dynamic height is computed by dividing the NAVD 88
 GX1270.geopotential number by the normal gravity value computed on the
 GX1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1270.degrees latitude (g = 980.6199 gals.).
 GX1270
 GX1270.The modeled gravity was interpolated from observed gravity values.
 GX1270
 GX1270;                    North         East    Units  Estimated Accuracy
 GX1270;SPC WV S     -    94,770.      596,380.      MT  (+/- 180 meters Scaled)
 GX1270
 GX1270                          SUPERSEDED SURVEY CONTROL
 GX1270
 GX1270  NGVD 29 (??/??/92)  396.281  (m)         1300.13   (f) ADJ UNCH    2 0
 GX1270
 GX1270.Superseded values are not recommended for survey control.
 GX1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1270.See file dsdata.txt to determine how the superseded data were derived.
 GX1270
 GX1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB963896(NAD 83)
 GX1270_MARKER: DB = BENCH MARK DISK
 GX1270_SETTING: 66 = SET IN ROCK OUTCROP
 GX1270_SP_SET: ROCK
 GX1270_STAMPING: W 206 1961
 GX1270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1270+STABILITY: POSITION/ELEVATION WELL
 GX1270
 GX1270  HISTORY     - Date     Condition        Report By
 GX1270  HISTORY     - 1961     MONUMENTED       CGS
 GX1270
 GX1270                          STATION DESCRIPTION
 GX1270
 GX1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1270'1.4 MI NE FROM PRINCE.
 GX1270'ABOUT 1.35 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE
 GX1270'CHESAPEAKE AND OHIO RAILWAY STATION AT PRINCE, ABOUT 0.2 MILE EAST
 GX1270'OF THE JUNCTION OF A BLACK TOP ROAD LEADING TO THE CHESAPEAKE AND
 GX1270'OHIO RAILWAY STATION AT QUINNIMONT, AT THE OUTSIDE OF A LONG CURVE,
 GX1270'ALONG THE WEST SIDE OF A DEEP RAVINE LEADING NORTH UP A MOUNTAIN
 GX1270'SIDE, SET ON TOP OF THE EAST EDGE OF A ROCK THAT IS 12 FEET LONG
 GX1270'AND 3 FEET HIGH AND FORMS THE WEST BANK OF THE RAVINE, 42 FEET
 GX1270'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1/2 FOOT WEST OF THE
 GX1270'EAST EDGE OF THE ROCK AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0795 ***********************************************************************
 GX0795  DESIGNATION -  W 207
 GX0795  PID         -  GX0795
 GX0795  STATE/COUNTY-  WV/FAYETTE
 GX0795  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0795
 GX0795                         *CURRENT SURVEY CONTROL
 GX0795  ___________________________________________________________________
 GX0795* NAD 83(1986)-  37 52 28.     (N)    080 52 03.     (W)     SCALED    
 GX0795* NAVD 88     -       743.681  (meters)    2439.89   (feet)  ADJUSTED  
 GX0795  ___________________________________________________________________
 GX0795  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX0795  DYNAMIC HT  -         743.056 (meters)    2437.84  (feet)  COMP
 GX0795  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 GX0795
 GX0795  VERT ORDER  -  SECOND    CLASS 0
 GX0795
 GX0795.The horizontal coordinates were scaled from a topographic map and have
 GX0795.an estimated accuracy of +/- 6 seconds.
 GX0795
 GX0795.The orthometric height was determined by differential leveling
 GX0795.and adjusted by the National Geodetic Survey in June 1991..
 GX0795
 GX0795.The geoid height was determined by GEOID03.
 GX0795
 GX0795.The dynamic height is computed by dividing the NAVD 88
 GX0795.geopotential number by the normal gravity value computed on the
 GX0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0795.degrees latitude (g = 980.6199 gals.).
 GX0795
 GX0795.The modeled gravity was interpolated from observed gravity values.
 GX0795
 GX0795;                    North         East    Units  Estimated Accuracy
 GX0795;SPC WV S     -    97,060.      611,660.      MT  (+/- 180 meters Scaled)
 GX0795
 GX0795                          SUPERSEDED SURVEY CONTROL
 GX0795
 GX0795  NGVD 29 (??/??/92)  743.826  (m)         2440.37   (f) ADJ UNCH    2 0
 GX0795
 GX0795.Superseded values are not recommended for survey control.
 GX0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0795.See file dsdata.txt to determine how the superseded data were derived.
 GX0795
 GX0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB116918(NAD 83)
 GX0795_MARKER: DB = BENCH MARK DISK
 GX0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0795_SP_SET: CULVERT
 GX0795_STAMPING: W 207 1961
 GX0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0795
 GX0795  HISTORY     - Date     Condition        Report By
 GX0795  HISTORY     - 1961     MONUMENTED       CGS
 GX0795  HISTORY     - 1980     GOOD             LOCSUR
 GX0795
 GX0795                          STATION DESCRIPTION
 GX0795
 GX0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0795'0.6 MI N FROM MEADOW BRIDGE.
 GX0795'ABOUT 0.6 MILE NORTH ALONG A BLACK TOP ROAD FROM THE HIGH SCHOOL
 GX0795'BUILDING AT MEADOW BRIDGE, SET ON THE TOP OF THE NORTH END OF
 GX0795'THE EAST CONCRETE HEADWALL OF A DOUBLE ARCHED ROCK CULVERT FOR A
 GX0795'SMALL STREAM, 14 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GX0795'2 FEET SOUTH OF THE NORTH END OF THE HEADWALL AND ABOUT LEVEL
 GX0795'WITH THE ROAD.
 GX0795
 GX0795                          STATION RECOVERY (1980)
 GX0795
 GX0795'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0820 ***********************************************************************
 GX0820  DESIGNATION -  W 208
 GX0820  PID         -  GX0820
 GX0820  STATE/COUNTY-  WV/FAYETTE
 GX0820  USGS QUAD   -  RAINELLE (1976)
 GX0820
 GX0820                         *CURRENT SURVEY CONTROL
 GX0820  ___________________________________________________________________
 GX0820* NAD 83(1986)-  37 52 34.     (N)    080 50 10.     (W)     SCALED    
 GX0820* NAVD 88     -       780.113  (meters)    2559.42   (feet)  ADJUSTED  
 GX0820  ___________________________________________________________________
 GX0820  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX0820  DYNAMIC HT  -         779.456 (meters)    2557.27  (feet)  COMP
 GX0820  MODELED GRAV-     979,760.9   (mgal)                       NAVD 88
 GX0820
 GX0820  VERT ORDER  -  SECOND    CLASS 0
 GX0820
 GX0820.The horizontal coordinates were scaled from a topographic map and have
 GX0820.an estimated accuracy of +/- 6 seconds.
 GX0820
 GX0820.The orthometric height was determined by differential leveling
 GX0820.and adjusted by the National Geodetic Survey in June 1991..
 GX0820
 GX0820.The geoid height was determined by GEOID03.
 GX0820
 GX0820.The dynamic height is computed by dividing the NAVD 88
 GX0820.geopotential number by the normal gravity value computed on the
 GX0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0820.degrees latitude (g = 980.6199 gals.).
 GX0820
 GX0820.The modeled gravity was interpolated from observed gravity values.
 GX0820
 GX0820;                    North         East    Units  Estimated Accuracy
 GX0820;SPC WV S     -    97,250.      614,420.      MT  (+/- 180 meters Scaled)
 GX0820
 GX0820                          SUPERSEDED SURVEY CONTROL
 GX0820
 GX0820  NGVD 29 (??/??/92)  780.257  (m)         2559.89   (f) ADJ UNCH    2 0
 GX0820
 GX0820.Superseded values are not recommended for survey control.
 GX0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0820.See file dsdata.txt to determine how the superseded data were derived.
 GX0820
 GX0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB144920(NAD 83)
 GX0820_MARKER: DB = BENCH MARK DISK
 GX0820_SETTING: 66 = SET IN ROCK OUTCROP
 GX0820_SP_SET: ROCK CUT
 GX0820_STAMPING: W 208 1961
 GX0820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0820+STABILITY: POSITION/ELEVATION WELL
 GX0820
 GX0820  HISTORY     - Date     Condition        Report By
 GX0820  HISTORY     - 1961     MONUMENTED       CGS
 GX0820
 GX0820                          STATION DESCRIPTION
 GX0820
 GX0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0820'1.8 MI NE FROM MEADOW BRIDGE.
 GX0820'ABOUT 1.75 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0820'CHESAPEAKE AND OHIO RAILWAY STATION AT MEADOW BRIDGE, ABOUT 0.5
 GX0820'MILE SOUTH OF THE LAUREL BRANCH BAPTIST CHURCH, SET VERTICALLY
 GX0820'IN THE EAST FACE OF A 4-FOOT SQUARE ROCK THAT PROJECTS OF THE
 GX0820'SOUTHEAST FACE OF A CUT, 18 FEET NORTHWEST OF THE CENTER LINE
 GX0820'OF THE HIGHWAY, 1 1/2 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 GX0820'ROCK AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0976 ***********************************************************************
 GX0976  DESIGNATION -  W 209
 GX0976  PID         -  GX0976
 GX0976  STATE/COUNTY-  WV/FAYETTE
 GX0976  USGS QUAD   -  RAINELLE (1976)
 GX0976
 GX0976                         *CURRENT SURVEY CONTROL
 GX0976  ___________________________________________________________________
 GX0976* NAD 83(1986)-  37 58 02.     (N)    080 48 29.     (W)     SCALED    
 GX0976* NAVD 88     -       920.720  (meters)    3020.73   (feet)  ADJUSTED  
 GX0976  ___________________________________________________________________
 GX0976  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX0976  DYNAMIC HT  -         919.955 (meters)    3018.22  (feet)  COMP
 GX0976  MODELED GRAV-     979,766.3   (mgal)                       NAVD 88
 GX0976
 GX0976  VERT ORDER  -  SECOND    CLASS 0
 GX0976
 GX0976.The horizontal coordinates were scaled from a topographic map and have
 GX0976.an estimated accuracy of +/- 6 seconds.
 GX0976
 GX0976.The orthometric height was determined by differential leveling
 GX0976.and adjusted by the National Geodetic Survey in June 1991..
 GX0976
 GX0976.The geoid height was determined by GEOID03.
 GX0976
 GX0976.The dynamic height is computed by dividing the NAVD 88
 GX0976.geopotential number by the normal gravity value computed on the
 GX0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0976.degrees latitude (g = 980.6199 gals.).
 GX0976
 GX0976.The modeled gravity was interpolated from observed gravity values.
 GX0976
 GX0976;                    North         East    Units  Estimated Accuracy
 GX0976;SPC WV S     -   107,370.      616,870.      MT  (+/- 180 meters Scaled)
 GX0976
 GX0976                          SUPERSEDED SURVEY CONTROL
 GX0976
 GX0976  NGVD 29 (??/??/92)  920.869  (m)         3021.22   (f) ADJ UNCH    2 0
 GX0976
 GX0976.Superseded values are not recommended for survey control.
 GX0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0976.See file dsdata.txt to determine how the superseded data were derived.
 GX0976
 GX0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC168021(NAD 83)
 GX0976_MARKER: DB = BENCH MARK DISK
 GX0976_SETTING: 66 = SET IN ROCK OUTCROP
 GX0976_SP_SET: ROCK CUT
 GX0976_STAMPING: W 209 1961
 GX0976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0976+STABILITY: POSITION/ELEVATION WELL
 GX0976
 GX0976  HISTORY     - Date     Condition        Report By
 GX0976  HISTORY     - 1961     MONUMENTED       CGS
 GX0976
 GX0976                          STATION DESCRIPTION
 GX0976
 GX0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0976'2.2 MI W FROM RAINELLE.
 GX0976'ABOUT 2.15 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GX0976'STATE HIGHWAY 20 AT RAINELLE, 0.45 MILE EAST OF A CHURCH AND A
 GX0976'LARGE CEMETERY, 0.1 MILE SOUTH OF THE JUNCTION OF COUNTY ROAD
 GX0976'NO. 19 LEADING NORTHEAST, ABOUT 35 YARDS NORTHEAST OF THE
 GX0976'NORTHEAST END OF A CURVE, SET VERTICALLY IN THE NORTHWEST FACE OF
 GX0976'A LARGE ROCK CUT, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GX0976'SOUTHEAST LANE OF THE HIGHWAY, 2 FEET ABOVE THE LEVEL OF THE
 GX0976'GROUND AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1071 ***********************************************************************
 KY1071  DESIGNATION -  W 21
 KY1071  PID         -  KY1071
 KY1071  STATE/COUNTY-  WV/HANCOCK
 KY1071  USGS QUAD   -  EAST LIVERPOOL SOUTH (1985)
 KY1071
 KY1071                         *CURRENT SURVEY CONTROL
 KY1071  ___________________________________________________________________
 KY1071* NAD 83(1986)-  40 37 05.     (N)    080 35 57.     (W)     SCALED    
 KY1071* NAVD 88     -       240.987  (meters)     790.64   (feet)  ADJUSTED  
 KY1071  ___________________________________________________________________
 KY1071  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KY1071  DYNAMIC HT  -         240.865 (meters)     790.24  (feet)  COMP
 KY1071  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 KY1071
 KY1071  VERT ORDER  -  FIRST     CLASS II
 KY1071
 KY1071.The horizontal coordinates were scaled from a topographic map and have
 KY1071.an estimated accuracy of +/- 6 seconds.
 KY1071
 KY1071.The orthometric height was determined by differential leveling
 KY1071.and adjusted by the National Geodetic Survey in June 1991..
 KY1071
 KY1071.The geoid height was determined by GEOID03.
 KY1071
 KY1071.The dynamic height is computed by dividing the NAVD 88
 KY1071.geopotential number by the normal gravity value computed on the
 KY1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1071.degrees latitude (g = 980.6199 gals.).
 KY1071
 KY1071.The modeled gravity was interpolated from observed gravity values.
 KY1071
 KY1071;                    North         East    Units  Estimated Accuracy
 KY1071;SPC WV N     -   235,730.      506,980.      MT  (+/- 180 meters Scaled)
 KY1071
 KY1071                          SUPERSEDED SURVEY CONTROL
 KY1071
 KY1071  NGVD 29 (??/??/92)  241.130  (m)          791.11   (f) ADJ UNCH    1 2
 KY1071
 KY1071.Superseded values are not recommended for survey control.
 KY1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1071.See file dsdata.txt to determine how the superseded data were derived.
 KY1071
 KY1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE339964(NAD 83)
 KY1071_MARKER: DB = BENCH MARK DISK
 KY1071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1071_SP_SET: PILLAR
 KY1071_STAMPING: W 21 1935
 KY1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1071
 KY1071  HISTORY     - Date     Condition        Report By
 KY1071  HISTORY     - 1935     MONUMENTED       CGS
 KY1071  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY1071
 KY1071                          STATION DESCRIPTION
 KY1071
 KY1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY1071'1.2 MI SW FROM CHESTER.
 KY1071'1.2 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1071'OHIO RIVER BRIDGE AT CHESTER, HANCOCK COUNTY, AT NEWELL, AT THE
 KY1071'WEST SIDE OF THE PUBLIC SCHOOL ON FOURTH STREET, IN THE
 KY1071'LIMESTONE PILLAR AT THE NORTH SIDE OF THE WEST (MAIN) ENTRANCE,
 KY1071'AND ABOUT FOUR FEET HIGHER THAN THE GROUND.  A STANDARD DISK
 KY1071'STAMPED W 21 1935 AND SET VERTICALLY.
 KY1071
 KY1071                          STATION RECOVERY (1983)
 KY1071
 KY1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY1071'NOT RECOVERED, A SCHOOL PLAYGROUND HAS BEEN CONSTRUCTED AT THE MARK
 KY1071'LOCATION AND A NEW SCHOOL HAS BEEN CONSTRUCTED EAST OF THE OLD SCHOOL,
 KY1071'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0848 ***********************************************************************
 GX0848  DESIGNATION -  W 210
 GX0848  PID         -  GX0848
 GX0848  STATE/COUNTY-  WV/SUMMERS
 GX0848  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0848
 GX0848                         *CURRENT SURVEY CONTROL
 GX0848  ___________________________________________________________________
 GX0848* NAD 83(1986)-  37 45 16.     (N)    080 50 38.     (W)     SCALED    
 GX0848* NAVD 88     -       512.653  (meters)    1681.93   (feet)  ADJUSTED  
 GX0848  ___________________________________________________________________
 GX0848  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0848  DYNAMIC HT  -         512.236 (meters)    1680.56  (feet)  COMP
 GX0848  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 GX0848
 GX0848  VERT ORDER  -  SECOND    CLASS 0
 GX0848
 GX0848.The horizontal coordinates were scaled from a topographic map and have
 GX0848.an estimated accuracy of +/- 6 seconds.
 GX0848
 GX0848.The orthometric height was determined by differential leveling
 GX0848.and adjusted by the National Geodetic Survey in June 1991..
 GX0848
 GX0848.The geoid height was determined by GEOID03.
 GX0848
 GX0848.The dynamic height is computed by dividing the NAVD 88
 GX0848.geopotential number by the normal gravity value computed on the
 GX0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0848.degrees latitude (g = 980.6199 gals.).
 GX0848
 GX0848.The modeled gravity was interpolated from observed gravity values.
 GX0848
 GX0848;                    North         East    Units  Estimated Accuracy
 GX0848;SPC WV S     -    83,750.      613,760.      MT  (+/- 180 meters Scaled)
 GX0848
 GX0848                          SUPERSEDED SURVEY CONTROL
 GX0848
 GX0848  NGVD 29 (??/??/92)  512.822  (m)         1682.48   (f) ADJ UNCH    2 0
 GX0848
 GX0848.Superseded values are not recommended for survey control.
 GX0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0848.See file dsdata.txt to determine how the superseded data were derived.
 GX0848
 GX0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB137785(NAD 83)
 GX0848_MARKER: DB = BENCH MARK DISK
 GX0848_SETTING: 66 = SET IN ROCK OUTCROP
 GX0848_SP_SET: ROCK CUT
 GX0848_STAMPING: W 210 1961
 GX0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0848+STABILITY: POSITION/ELEVATION WELL
 GX0848
 GX0848  HISTORY     - Date     Condition        Report By
 GX0848  HISTORY     - 1961     MONUMENTED       CGS
 GX0848
 GX0848                          STATION DESCRIPTION
 GX0848
 GX0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0848'3.7 MI SE FROM SANDSTONE.
 GX0848'0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE CHESAPEAKE AND
 GX0848'OHIO RAILWAY STATION AT SANDSTONE, THENCE 3.4 MILES SOUTHEAST
 GX0848'ALONG THE SANDSTONE-RAMP ROAD, AT THE INSIDE OF A CURVE, SET
 GX0848'VERTICALLY IN THE SOUTH FACE OF A LONG ROCK CUT, 19 FEET NORTH
 GX0848'OF THE CENTER LINE OF THE ROAD, 75 FEET EAST OF THE WEST END
 GX0848'OF THE ROCK PART OF THE CUT, 2 1/2 FEET ABOVE THE LEVEL OF THE
 GX0848'GROUND AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0888 ***********************************************************************
 GX0888  DESIGNATION -  W 211
 GX0888  PID         -  GX0888
 GX0888  STATE/COUNTY-  WV/SUMMERS
 GX0888  USGS QUAD   -  TALCOTT (1968)
 GX0888
 GX0888                         *CURRENT SURVEY CONTROL
 GX0888  ___________________________________________________________________
 GX0888* NAD 83(1986)-  37 43 59.     (N)    080 46 32.     (W)     SCALED    
 GX0888* NAVD 88     -       853.438  (meters)    2799.99   (feet)  ADJUSTED  
 GX0888  ___________________________________________________________________
 GX0888  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX0888  DYNAMIC HT  -         852.697 (meters)    2797.56  (feet)  COMP
 GX0888  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 GX0888
 GX0888  VERT ORDER  -  SECOND    CLASS 0
 GX0888
 GX0888.The horizontal coordinates were scaled from a topographic map and have
 GX0888.an estimated accuracy of +/- 6 seconds.
 GX0888
 GX0888.The orthometric height was determined by differential leveling
 GX0888.and adjusted by the National Geodetic Survey in June 1991..
 GX0888
 GX0888.The geoid height was determined by GEOID03.
 GX0888
 GX0888.The dynamic height is computed by dividing the NAVD 88
 GX0888.geopotential number by the normal gravity value computed on the
 GX0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0888.degrees latitude (g = 980.6199 gals.).
 GX0888
 GX0888.The modeled gravity was interpolated from observed gravity values.
 GX0888
 GX0888;                    North         East    Units  Estimated Accuracy
 GX0888;SPC WV S     -    81,390.      619,780.      MT  (+/- 180 meters Scaled)
 GX0888
 GX0888                          SUPERSEDED SURVEY CONTROL
 GX0888
 GX0888  NGVD 29 (??/??/92)  853.579  (m)         2800.45   (f) ADJ UNCH    2 0
 GX0888
 GX0888.Superseded values are not recommended for survey control.
 GX0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0888.See file dsdata.txt to determine how the superseded data were derived.
 GX0888
 GX0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB197762(NAD 83)
 GX0888_MARKER: DB = BENCH MARK DISK
 GX0888_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0888_SP_SET: UNSPECIFIED ROCK
 GX0888_STAMPING: W 211 1961
 GX0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0888
 GX0888  HISTORY     - Date     Condition        Report By
 GX0888  HISTORY     - 1961     MONUMENTED       CGS
 GX0888
 GX0888                          STATION DESCRIPTION
 GX0888
 GX0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0888'1.8 MI N FROM JUDSON.
 GX0888'ABOUT 1.8 MILES NORTH ALONG A GRADED ROAD FROM THE T JUNCTION
 GX0888'AT JUDSON, 0.2 MILE SOUTH OF THE T JUNCTION OF A SIDE ROAD
 GX0888'LEADING WEST, AT THE OUTSIDE OF A CURVE, SET ON THE TOP OF A
 GX0888'ROCK THAT IS 4 FEET LONG AND 1 1/2 FEET HIGH, (THE ROCK IS AT
 GX0888'THE SOUTHWEST EDGE OF A VERY DIM ROAD LEADING NORTHWEST), 22
 GX0888'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD AND 2 FEET ABOVE
 GX0888'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0889 ***********************************************************************
 GX0889  DESIGNATION -  W 212
 GX0889  PID         -  GX0889
 GX0889  STATE/COUNTY-  WV/SUMMERS
 GX0889  USGS QUAD   -  ALDERSON (1976)
 GX0889
 GX0889                         *CURRENT SURVEY CONTROL
 GX0889  ___________________________________________________________________
 GX0889* NAD 83(1986)-  37 43 55.     (N)    080 44 52.     (W)     SCALED    
 GX0889* NAVD 88     -       892.942  (meters)    2929.59   (feet)  ADJUSTED  
 GX0889  ___________________________________________________________________
 GX0889  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GX0889  DYNAMIC HT  -         892.180 (meters)    2927.09  (feet)  COMP
 GX0889  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 GX0889
 GX0889  VERT ORDER  -  SECOND    CLASS 0
 GX0889
 GX0889.The horizontal coordinates were scaled from a topographic map and have
 GX0889.an estimated accuracy of +/- 6 seconds.
 GX0889
 GX0889.The orthometric height was determined by differential leveling
 GX0889.and adjusted by the National Geodetic Survey in June 1991..
 GX0889
 GX0889.The geoid height was determined by GEOID03.
 GX0889
 GX0889.The dynamic height is computed by dividing the NAVD 88
 GX0889.geopotential number by the normal gravity value computed on the
 GX0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0889.degrees latitude (g = 980.6199 gals.).
 GX0889
 GX0889.The modeled gravity was interpolated from observed gravity values.
 GX0889
 GX0889;                    North         East    Units  Estimated Accuracy
 GX0889;SPC WV S     -    81,270.      622,230.      MT  (+/- 180 meters Scaled)
 GX0889
 GX0889                          SUPERSEDED SURVEY CONTROL
 GX0889
 GX0889  NGVD 29 (??/??/92)  893.097  (m)         2930.10   (f) ADJ UNCH    2 0
 GX0889
 GX0889.Superseded values are not recommended for survey control.
 GX0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0889.See file dsdata.txt to determine how the superseded data were derived.
 GX0889
 GX0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB222761(NAD 83)
 GX0889_MARKER: DB = BENCH MARK DISK
 GX0889_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0889_SP_SET: UNSPECIFIED ROCK
 GX0889_STAMPING: W 212 1961
 GX0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0889
 GX0889  HISTORY     - Date     Condition        Report By
 GX0889  HISTORY     - 1961     MONUMENTED       CGS
 GX0889
 GX0889                          STATION DESCRIPTION
 GX0889
 GX0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0889'8.8 MI NW FROM ALDERSON.
 GX0889'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0889'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 5.75
 GX0889'MILES WEST ALONG AN ASPHALT ROAD, THENCE 0.7 MILE NORTHEAST
 GX0889'ALONG A GRADED ROAD LEADING TO THE KEENEY MOUNTAIN FIRE TOWER,
 GX0889'ABOUT 100 YARDS SOUTHWEST OF THE SOUTH CORNER OF A ONE-STORY
 GX0889'WHITE FRAME HOUSE, SET ON TOP AND ABOUT IN THE CENTER OF A
 GX0889'ROCK THAT IS 8 FEET WIDE AND 2 FEET HIGH AND GOES BACK UNDER
 GX0889'A 4 FOOT HIGH CUT UNDER A 36 INCH CHERRY TREE, 14 FEET NORTH OF
 GX0889'THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHWEST OF THE SOUTHEAST
 GX0889'CORNER OF THE ROCK AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0995 ***********************************************************************
 GX0995  DESIGNATION -  W 213
 GX0995  PID         -  GX0995
 GX0995  STATE/COUNTY-  WV/SUMMERS
 GX0995  USGS QUAD   -  DAWSON (1971)
 GX0995
 GX0995                         *CURRENT SURVEY CONTROL
 GX0995  ___________________________________________________________________
 GX0995* NAD 83(1986)-  37 48 53.     (N)    080 44 56.     (W)     SCALED    
 GX0995* NAVD 88     -       889.280  (meters)    2917.58   (feet)  ADJUSTED  
 GX0995  ___________________________________________________________________
 GX0995  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX0995  DYNAMIC HT  -         888.539 (meters)    2915.15  (feet)  COMP
 GX0995  MODELED GRAV-     979,765.5   (mgal)                       NAVD 88
 GX0995
 GX0995  VERT ORDER  -  SECOND    CLASS 0
 GX0995
 GX0995.The horizontal coordinates were scaled from a topographic map and have
 GX0995.an estimated accuracy of +/- 6 seconds.
 GX0995
 GX0995.The orthometric height was determined by differential leveling
 GX0995.and adjusted by the National Geodetic Survey in June 1991..
 GX0995
 GX0995.The geoid height was determined by GEOID03.
 GX0995
 GX0995.The dynamic height is computed by dividing the NAVD 88
 GX0995.geopotential number by the normal gravity value computed on the
 GX0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0995.degrees latitude (g = 980.6199 gals.).
 GX0995
 GX0995.The modeled gravity was interpolated from observed gravity values.
 GX0995
 GX0995;                    North         East    Units  Estimated Accuracy
 GX0995;SPC WV S     -    90,450.      622,110.      MT  (+/- 180 meters Scaled)
 GX0995
 GX0995                          SUPERSEDED SURVEY CONTROL
 GX0995
 GX0995  NGVD 29 (??/??/92)  889.444  (m)         2918.12   (f) ADJ UNCH    2 0
 GX0995
 GX0995.Superseded values are not recommended for survey control.
 GX0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0995.See file dsdata.txt to determine how the superseded data were derived.
 GX0995
 GX0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB221852(NAD 83)
 GX0995_MARKER: DB = BENCH MARK DISK
 GX0995_SETTING: 66 = SET IN ROCK OUTCROP
 GX0995_SP_SET: ROCK LEDGE
 GX0995_STAMPING: W 213 1961
 GX0995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0995+STABILITY: POSITION/ELEVATION WELL
 GX0995
 GX0995  HISTORY     - Date     Condition        Report By
 GX0995  HISTORY     - 1961     MONUMENTED       CGS
 GX0995
 GX0995                          STATION DESCRIPTION
 GX0995
 GX0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0995'2.6 MI SW FROM GRASSY MEADOWS.
 GX0995'ABOUT 0.5 MILE WEST ALONG A BLACK TOP ROAD FORM THE POST OFFICE
 GX0995'AT GRASSY MEADOWS, THENCE 0.9 MILE SOUTH ALONG A GRADED ROAD, THENCE
 GX0995'1.2 MILES WEST ALONG A ROUGH MOUNTAIN ROAD, ABOUT 0.25 MILE
 GX0995'NORTHWEST OF THE JUNCTION OF A SIDE ROAD LEADING SOUTH, AT
 GX0995'THE OUTSIDE OF A CURVE, SET IN THE TOP OF THE EAST END OF A
 GX0995'LEDGE OF ROCK THAT REACHES ALL THE WAY ACROSS THE ROAD, 12 FEET
 GX0995'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF THE
 GX0995'BASE OF A 5 FOOT HIGH CUT BANK, 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0932 ***********************************************************************
 GX0932  DESIGNATION -  W 214
 GX0932  PID         -  GX0932
 GX0932  STATE/COUNTY-  WV/GREENBRIER
 GX0932  USGS QUAD   -  RUPERT (1981)
 GX0932
 GX0932                         *CURRENT SURVEY CONTROL
 GX0932  ___________________________________________________________________
 GX0932* NAD 83(1986)-  37 57 11.     (N)    080 39 57.     (W)     SCALED    
 GX0932* NAVD 88     -       749.362  (meters)    2458.53   (feet)  ADJUSTED  
 GX0932  ___________________________________________________________________
 GX0932  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX0932  DYNAMIC HT  -         748.738 (meters)    2456.48  (feet)  COMP
 GX0932  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 GX0932
 GX0932  VERT ORDER  -  SECOND    CLASS 0
 GX0932
 GX0932.The horizontal coordinates were scaled from a topographic map and have
 GX0932.an estimated accuracy of +/- 6 seconds.
 GX0932
 GX0932.The orthometric height was determined by differential leveling
 GX0932.and adjusted by the National Geodetic Survey in June 1991..
 GX0932
 GX0932.The geoid height was determined by GEOID03.
 GX0932
 GX0932.The dynamic height is computed by dividing the NAVD 88
 GX0932.geopotential number by the normal gravity value computed on the
 GX0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0932.degrees latitude (g = 980.6199 gals.).
 GX0932
 GX0932.The modeled gravity was interpolated from observed gravity values.
 GX0932
 GX0932;                    North         East    Units  Estimated Accuracy
 GX0932;SPC WV S     -   105,830.      629,370.      MT  (+/- 180 meters Scaled)
 GX0932
 GX0932                          SUPERSEDED SURVEY CONTROL
 GX0932
 GX0932  NGVD 29 (??/??/92)  749.506  (m)         2459.00   (f) ADJ UNCH    2 0
 GX0932
 GX0932.Superseded values are not recommended for survey control.
 GX0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0932.See file dsdata.txt to determine how the superseded data were derived.
 GX0932
 GX0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC293006(NAD 83)
 GX0932_MARKER: DB = BENCH MARK DISK
 GX0932_SETTING: 66 = SET IN ROCK OUTCROP
 GX0932_SP_SET: ROCK CUT
 GX0932_STAMPING: W 214 1961
 GX0932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0932+STABILITY: POSITION/ELEVATION WELL
 GX0932
 GX0932  HISTORY     - Date     Condition        Report By
 GX0932  HISTORY     - 1961     MONUMENTED       CGS
 GX0932
 GX0932                          STATION DESCRIPTION
 GX0932
 GX0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0932'1.7 MI SE FROM RUPERT.
 GX0932'ABOUT 1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0932'OFFICE AT RUPERT, 0.8 MILE NORTHWEST OF AN 85 FOOT STEEL BRIDGE
 GX0932'OVER LITTLE CLEAR CREEK, 1.1 MILES SOUTHEAST OF A 90 FOOT BRIDGE
 GX0932'OVER BIG CLEAR CREEK, ABOUT 35 YARDS NORTHEAST AND ACROSS THE
 GX0932'HIGHWAY FROM A TEXACO SERVICE STATION, SET VERTICALLY IN THE
 GX0932'SOUTHEAST FACE OF A ROCK THAT IS 6 FEET LONG AND 3 FEET HIGH
 GX0932'AND IS PART OF AN 8 FOOT HIGH CUT, 25 FEET NORTH OF THE CENTER
 GX0932'LINE OF THE HIGHWAY AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0129 ***********************************************************************
 GX0129  DESIGNATION -  W 215
 GX0129  PID         -  GX0129
 GX0129  STATE/COUNTY-  WV/GREENBRIER
 GX0129  USGS QUAD   -  LEWISBURG (1979)
 GX0129
 GX0129                         *CURRENT SURVEY CONTROL
 GX0129  ___________________________________________________________________
 GX0129* NAD 83(1986)-  37 49 25.     (N)    080 28 48.     (W)     SCALED    
 GX0129* NAVD 88     -       620.928  (meters)    2037.16   (feet)  ADJUSTED  
 GX0129  ___________________________________________________________________
 GX0129  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX0129  DYNAMIC HT  -         620.412 (meters)    2035.47  (feet)  COMP
 GX0129  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GX0129
 GX0129  VERT ORDER  -  SECOND    CLASS 0
 GX0129
 GX0129.The horizontal coordinates were scaled from a topographic map and have
 GX0129.an estimated accuracy of +/- 6 seconds.
 GX0129
 GX0129.The orthometric height was determined by differential leveling
 GX0129.and adjusted by the National Geodetic Survey in June 1991..
 GX0129
 GX0129.The geoid height was determined by GEOID03.
 GX0129
 GX0129.The dynamic height is computed by dividing the NAVD 88
 GX0129.geopotential number by the normal gravity value computed on the
 GX0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0129.degrees latitude (g = 980.6199 gals.).
 GX0129
 GX0129.The modeled gravity was interpolated from observed gravity values.
 GX0129
 GX0129;                    North         East    Units  Estimated Accuracy
 GX0129;SPC WV S     -    91,540.      645,780.      MT  (+/- 180 meters Scaled)
 GX0129
 GX0129                          SUPERSEDED SURVEY CONTROL
 GX0129
 GX0129  NGVD 29 (??/??/92)  621.076  (m)         2037.65   (f) ADJ UNCH    2 0
 GX0129
 GX0129.Superseded values are not recommended for survey control.
 GX0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0129.See file dsdata.txt to determine how the superseded data were derived.
 GX0129
 GX0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB457863(NAD 83)
 GX0129_MARKER: DB = BENCH MARK DISK
 GX0129_SETTING: 66 = SET IN ROCK OUTCROP
 GX0129_SP_SET: ROCK
 GX0129_STAMPING: W 215 1961
 GX0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0129+STABILITY: POSITION/ELEVATION WELL
 GX0129
 GX0129  HISTORY     - Date     Condition        Report By
 GX0129  HISTORY     - 1961     MONUMENTED       CGS
 GX0129
 GX0129                          STATION DESCRIPTION
 GX0129
 GX0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0129'2.8 MI NW FROM LEWISBURG.
 GX0129'ABOUT 2.85 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0129'OFFICE AT LEWISBURG, 0.75 MILES SOUTHEAST OF THE CENTRAL SCHOOL,
 GX0129'65 YARDS NORTHWEST OF THE JUNCTION OF COUNTY ROAD NO. 12 LEADING
 GX0129'NORTHEAST FROM THE HIGHWAY, AT THE SOUTHWEST EDGE OF AN OPEN
 GX0129'PASTURE, SET ON THE TOP OF A FLAT ROCK THAT IS 15 FEET LONG AND 8
 GX0129'FEET WIDE, 31 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GX0129'4 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK, 5 FEET EAST
 GX0129'OF A METAL WITNESS POST AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1022 ***********************************************************************
 GX1022  DESIGNATION -  W 216
 GX1022  PID         -  GX1022
 GX1022  STATE/COUNTY-  WV/GREENBRIER
 GX1022  USGS QUAD   -  ASBURY (1979)
 GX1022
 GX1022                         *CURRENT SURVEY CONTROL
 GX1022  ___________________________________________________________________
 GX1022* NAD 83(1986)-  37 49 06.     (N)    080 36 35.     (W)     SCALED    
 GX1022* NAVD 88     -       502.130  (meters)    1647.40   (feet)  ADJUSTED  
 GX1022  ___________________________________________________________________
 GX1022  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX1022  DYNAMIC HT  -         501.724 (meters)    1646.07  (feet)  COMP
 GX1022  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 GX1022
 GX1022  VERT ORDER  -  SECOND    CLASS 0
 GX1022
 GX1022.The horizontal coordinates were scaled from a topographic map and have
 GX1022.an estimated accuracy of +/- 6 seconds.
 GX1022
 GX1022.The orthometric height was determined by differential leveling
 GX1022.and adjusted by the National Geodetic Survey in June 1991..
 GX1022
 GX1022.The geoid height was determined by GEOID03.
 GX1022
 GX1022.The dynamic height is computed by dividing the NAVD 88
 GX1022.geopotential number by the normal gravity value computed on the
 GX1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1022.degrees latitude (g = 980.6199 gals.).
 GX1022
 GX1022.The modeled gravity was interpolated from observed gravity values.
 GX1022
 GX1022;                    North         East    Units  Estimated Accuracy
 GX1022;SPC WV S     -    90,900.      634,360.      MT  (+/- 180 meters Scaled)
 GX1022
 GX1022                          SUPERSEDED SURVEY CONTROL
 GX1022
 GX1022  NGVD 29 (??/??/92)  502.292  (m)         1647.94   (f) ADJ UNCH    2 0
 GX1022
 GX1022.Superseded values are not recommended for survey control.
 GX1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1022.See file dsdata.txt to determine how the superseded data were derived.
 GX1022
 GX1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB343857(NAD 83)
 GX1022_MARKER: DB = BENCH MARK DISK
 GX1022_SETTING: 66 = SET IN ROCK OUTCROP
 GX1022_SP_SET: ROCK
 GX1022_STAMPING: W 216 1961
 GX1022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1022+STABILITY: POSITION/ELEVATION WELL
 GX1022
 GX1022  HISTORY     - Date     Condition        Report By
 GX1022  HISTORY     - 1961     MONUMENTED       CGS
 GX1022
 GX1022                          STATION DESCRIPTION
 GX1022
 GX1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1022'3.6 MI SW FROM ASBURY.
 GX1022'ABOUT 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE WEST
 GX1022'POINT BAPTIST CHURCH AT ASBURY, THENCE 3.0 MILES WEST ALONG
 GX1022'COUNTY ROUTE NO. 31, 0.6 MILE WEST OF A 250 FOOT WOODEN BRIDGE
 GX1022'OVER MUDDY CREEK, 0.55 MILE SOUTHEAST OF A 60 FOOT BRIDGE OVER
 GX1022'RENICK CREEK, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK THAT
 GX1022'IS 10 FEET LONG AND 5 FEET HIGH, 15 FEET NORTHEAST OF THE CENTER
 GX1022'LINE OF THE ROAD, 4 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 GX1022'ROCK AND 3 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1040 ***********************************************************************
 GX1040  DESIGNATION -  W 217
 GX1040  PID         -  GX1040
 GX1040  STATE/COUNTY-  WV/GREENBRIER
 GX1040  USGS QUAD   -  CORNSTALK (1981)
 GX1040
 GX1040                         *CURRENT SURVEY CONTROL
 GX1040  ___________________________________________________________________
 GX1040* NAD 83(1986)-  37 52 32.     (N)    080 33 22.     (W)     SCALED    
 GX1040* NAVD 88     -       646.510  (meters)    2121.09   (feet)  ADJUSTED  
 GX1040  ___________________________________________________________________
 GX1040  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GX1040  DYNAMIC HT  -         645.963 (meters)    2119.30  (feet)  COMP
 GX1040  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 GX1040
 GX1040  VERT ORDER  -  SECOND    CLASS 0
 GX1040
 GX1040.The horizontal coordinates were scaled from a topographic map and have
 GX1040.an estimated accuracy of +/- 6 seconds.
 GX1040
 GX1040.The orthometric height was determined by differential leveling
 GX1040.and adjusted by the National Geodetic Survey in June 1991..
 GX1040
 GX1040.The geoid height was determined by GEOID03.
 GX1040
 GX1040.The dynamic height is computed by dividing the NAVD 88
 GX1040.geopotential number by the normal gravity value computed on the
 GX1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1040.degrees latitude (g = 980.6199 gals.).
 GX1040
 GX1040.The modeled gravity was interpolated from observed gravity values.
 GX1040
 GX1040;                    North         East    Units  Estimated Accuracy
 GX1040;SPC WV S     -    97,270.      639,050.      MT  (+/- 180 meters Scaled)
 GX1040
 GX1040                          SUPERSEDED SURVEY CONTROL
 GX1040
 GX1040  NGVD 29 (??/??/92)  646.652  (m)         2121.56   (f) ADJ UNCH    2 0
 GX1040
 GX1040.Superseded values are not recommended for survey control.
 GX1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1040.See file dsdata.txt to determine how the superseded data were derived.
 GX1040
 GX1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB390921(NAD 83)
 GX1040_MARKER: DB = BENCH MARK DISK
 GX1040_SETTING: 66 = SET IN ROCK OUTCROP
 GX1040_SP_SET: ROCK LEDGE
 GX1040_STAMPING: W 217 1961
 GX1040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1040+STABILITY: POSITION/ELEVATION WELL
 GX1040
 GX1040  HISTORY     - Date     Condition        Report By
 GX1040  HISTORY     - 1961     MONUMENTED       CGS
 GX1040  HISTORY     - 1973     GOOD             MME
 GX1040
 GX1040                          STATION DESCRIPTION
 GX1040
 GX1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1040'3.7 MI SE FROM CLINTONVILLE.
 GX1040'ABOUT 3.70 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 GX1040'METHODIST CHURCH AT CLINTONVILLE, 0.1 MILE SOUTHEAST OF THE
 GX1040'JUNCTION OF A ROAD LEADING SOUTHWEST TO A ROCK QUARRY, AT THE
 GX1040'OUTSIDE OF A CURVE, NEAR THE JUNCTION OF A PRIVATE DRIVE, SET
 GX1040'ON THE TOP OF A FLAT LEDGE OF ROCK WHICH IS 8 FEET LONG AND
 GX1040'3 FEET WIDE, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GX1040'AND ABOUT LEVEL WITH THE HIGHWAY.
 GX1040
 GX1040                          STATION RECOVERY (1973)
 GX1040
 GX1040'RECOVERY NOTE BY MYERS-MACOMBER ENGINEERS 1973
 GX1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1994 ***********************************************************************
 HX1994  DESIGNATION -  W 218
 HX1994  PID         -  HX1994
 HX1994  STATE/COUNTY-  WV/FAYETTE
 HX1994  USGS QUAD   -  ANSTED (1976)
 HX1994
 HX1994                         *CURRENT SURVEY CONTROL
 HX1994  ___________________________________________________________________
 HX1994* NAD 83(1986)-  38 08 11.     (N)    081 05 59.     (W)     SCALED    
 HX1994* NAVD 88     -       399.762  (meters)    1311.55   (feet)  ADJUSTED  
 HX1994  ___________________________________________________________________
 HX1994  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HX1994  DYNAMIC HT  -         399.467 (meters)    1310.58  (feet)  COMP
 HX1994  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 HX1994
 HX1994  VERT ORDER  -  SECOND    CLASS 0
 HX1994
 HX1994.The horizontal coordinates were scaled from a topographic map and have
 HX1994.an estimated accuracy of +/- 6 seconds.
 HX1994
 HX1994.The orthometric height was determined by differential leveling
 HX1994.and adjusted by the National Geodetic Survey in June 1991..
 HX1994
 HX1994.The geoid height was determined by GEOID03.
 HX1994
 HX1994.The dynamic height is computed by dividing the NAVD 88
 HX1994.geopotential number by the normal gravity value computed on the
 HX1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1994.degrees latitude (g = 980.6199 gals.).
 HX1994
 HX1994.The modeled gravity was interpolated from observed gravity values.
 HX1994
 HX1994;                    North         East    Units  Estimated Accuracy
 HX1994;SPC WV S     -   126,130.      591,260.      MT  (+/- 180 meters Scaled)
 HX1994
 HX1994                          SUPERSEDED SURVEY CONTROL
 HX1994
 HX1994  NGVD 29 (??/??/92)  399.941  (m)         1312.14   (f) ADJ UNCH    2 0
 HX1994
 HX1994.Superseded values are not recommended for survey control.
 HX1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1994.See file dsdata.txt to determine how the superseded data were derived.
 HX1994
 HX1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC912209(NAD 83)
 HX1994_MARKER: DB = BENCH MARK DISK
 HX1994_SETTING: 66 = SET IN ROCK OUTCROP
 HX1994_SP_SET: ROCK OUTCROP
 HX1994_STAMPING: W 218 1961
 HX1994_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1994+STABILITY: POSITION/ELEVATION WELL
 HX1994
 HX1994  HISTORY     - Date     Condition        Report By
 HX1994  HISTORY     - 1961     MONUMENTED       CGS
 HX1994
 HX1994                          STATION DESCRIPTION
 HX1994
 HX1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1994'0.3 MI NW FROM ANSTED.
 HX1994'ABOUT 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1994'HIGH SCHOOL AT ANSTED, SET IN THE TOP OF A LARGE OUTCROP, AT
 HX1994'THE JUNCTION OF A BLACK TOP STREET LEADING NORTHEAST, 55 FEET
 HX1994'NORTHWEST OF THE SOUTHWEST CORNER OF THE NATIONAL BANK OF ANSTED,
 HX1994'80 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 82 FEET
 HX1994'EAST OF THE NORTHEAST CORNER OF A U.S. HIGHWAY 60 OVERPASS OVER
 HX1994'THE CHESAPEAKE AND OHIO RAILWAY, 21 FEET EAST OF THE CENTER LINE
 HX1994'OF THE STREET, 8 1/2 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A
 HX1994'ROCK RETAINING WALL AROUND THE YARD OF A LARGE TWO-STORY BRICK
 HX1994'HOUSE, 3 FEET ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1125 ***********************************************************************
 HX1125  DESIGNATION -  W 219
 HX1125  PID         -  HX1125
 HX1125  STATE/COUNTY-  WV/NICHOLAS
 HX1125  USGS QUAD   -  GILBOA (1976)
 HX1125
 HX1125                         *CURRENT SURVEY CONTROL
 HX1125  ___________________________________________________________________
 HX1125* NAD 83(1986)-  38 15 09.     (N)    080 59 26.     (W)     SCALED    
 HX1125* NAVD 88     -       405.888  (meters)    1331.65   (feet)  ADJUSTED  
 HX1125  ___________________________________________________________________
 HX1125  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HX1125  DYNAMIC HT  -         405.595 (meters)    1330.69  (feet)  COMP
 HX1125  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 HX1125
 HX1125  VERT ORDER  -  SECOND    CLASS 0
 HX1125
 HX1125.The horizontal coordinates were scaled from a topographic map and have
 HX1125.an estimated accuracy of +/- 6 seconds.
 HX1125
 HX1125.The orthometric height was determined by differential leveling
 HX1125.and adjusted by the National Geodetic Survey in June 1991..
 HX1125
 HX1125.The geoid height was determined by GEOID03.
 HX1125
 HX1125.The dynamic height is computed by dividing the NAVD 88
 HX1125.geopotential number by the normal gravity value computed on the
 HX1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1125.degrees latitude (g = 980.6199 gals.).
 HX1125
 HX1125.The modeled gravity was interpolated from observed gravity values.
 HX1125
 HX1125;                    North         East    Units  Estimated Accuracy
 HX1125;SPC WV S     -   139,010.      600,830.      MT  (+/- 180 meters Scaled)
 HX1125
 HX1125                          SUPERSEDED SURVEY CONTROL
 HX1125
 HX1125  NGVD 29 (??/??/92)  406.072  (m)         1332.25   (f) ADJ UNCH    2 0
 HX1125
 HX1125.Superseded values are not recommended for survey control.
 HX1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1125.See file dsdata.txt to determine how the superseded data were derived.
 HX1125
 HX1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC008338(NAD 83)
 HX1125_MARKER: DB = BENCH MARK DISK
 HX1125_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1125_SP_SET: UNSPECIFIED ROCK
 HX1125_STAMPING: W 219 1961
 HX1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1125
 HX1125  HISTORY     - Date     Condition        Report By
 HX1125  HISTORY     - 1961     MONUMENTED       CGS
 HX1125
 HX1125                          STATION DESCRIPTION
 HX1125
 HX1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1125'1.8 MI SE FROM DRENNEN.
 HX1125'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HX1125'OF STATE HIGHWAY 39 AT DRENNEN, THENCE 0.55 MILE SOUTH ALONG
 HX1125'A GRADED ROAD FROM TIPTON, SET VERTICALLY IN THE WEST FACE OF A
 HX1125'15-BY-2-FOOT ROCK THAT IS ALONG THE EAST SIDE OF A SMALL STREAM,
 HX1125'27 FEET EAST AND ACROSS THE STREAM FROM THE CENTER LINE OF THE
 HX1125'ROAD, 6 FEET NORTH OF THE SOUTH END OF THE ROCK, 4 FEET ABOVE
 HX1125'THE LEVEL OF THE GROUND AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0054 ***********************************************************************
 JX0054  DESIGNATION -  W 22
 JX0054  PID         -  JX0054
 JX0054  STATE/COUNTY-  WV/MARION
 JX0054  USGS QUAD   -  GLOVER GAP (1976)
 JX0054
 JX0054                         *CURRENT SURVEY CONTROL
 JX0054  ___________________________________________________________________
 JX0054* NAD 83(1986)-  39 36 56.     (N)    080 24 47.     (W)     SCALED    
 JX0054* NAVD 88     -       322.532  (meters)    1058.17   (feet)  ADJUSTED  
 JX0054  ___________________________________________________________________
 JX0054  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JX0054  DYNAMIC HT  -         322.343 (meters)    1057.55  (feet)  COMP
 JX0054  MODELED GRAV-     980,029.7   (mgal)                       NAVD 88
 JX0054
 JX0054  VERT ORDER  -  FIRST     CLASS II
 JX0054
 JX0054.The horizontal coordinates were scaled from a topographic map and have
 JX0054.an estimated accuracy of +/- 6 seconds.
 JX0054
 JX0054.The orthometric height was determined by differential leveling
 JX0054.and adjusted by the National Geodetic Survey in June 1991..
 JX0054
 JX0054.The geoid height was determined by GEOID03.
 JX0054
 JX0054.The dynamic height is computed by dividing the NAVD 88
 JX0054.geopotential number by the normal gravity value computed on the
 JX0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0054.degrees latitude (g = 980.6199 gals.).
 JX0054
 JX0054.The modeled gravity was interpolated from observed gravity values.
 JX0054
 JX0054;                    North         East    Units  Estimated Accuracy
 JX0054;SPC WV N     -   124,240.      521,600.      MT  (+/- 180 meters Scaled)
 JX0054
 JX0054                          SUPERSEDED SURVEY CONTROL
 JX0054
 JX0054  NGVD 29 (??/??/92)  322.684  (m)         1058.67   (f) ADJ UNCH    1 2
 JX0054
 JX0054.Superseded values are not recommended for survey control.
 JX0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0054.See file dsdata.txt to determine how the superseded data were derived.
 JX0054
 JX0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND503852(NAD 83)
 JX0054_MARKER: DB = BENCH MARK DISK
 JX0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0054_STAMPING: W 22 1935
 JX0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0054+STABILITY: SURFACE MOTION
 JX0054
 JX0054  HISTORY     - Date     Condition        Report By
 JX0054  HISTORY     - 1935     MONUMENTED       CGS
 JX0054
 JX0054                          STATION DESCRIPTION
 JX0054
 JX0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0054'3.9 MI SE FROM BURTON.
 JX0054'IN MARION COUNTY, 3.9 MILES SOUTHEAST ALONG THE BALTIMORE AND
 JX0054'OHIO RAILROAD FROM THE STATION AT BURTON, WETZEL COUNTY, 0.6 MILE
 JX0054'NORTHWEST OF THE STATION AT GLOVER GAP, 90 FEET NORTHEAST OF
 JX0054'POLE 327+30, 21 FEET SOUTH OF THE CENTERLINE OF UNITED STATES
 JX0054'HIGHWAY 250, AND 15 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 JX0054'DISK, STAMPED W 22 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1152 ***********************************************************************
 HX1152  DESIGNATION -  W 220
 HX1152  PID         -  HX1152
 HX1152  STATE/COUNTY-  WV/NICHOLAS
 HX1152  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1152
 HX1152                         *CURRENT SURVEY CONTROL
 HX1152  ___________________________________________________________________
 HX1152* NAD 83(1986)-  38 16 20.     (N)    080 50 40.     (W)     SCALED    
 HX1152* NAVD 88     -       592.436  (meters)    1943.68   (feet)  ADJUSTED  
 HX1152  ___________________________________________________________________
 HX1152  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 HX1152  DYNAMIC HT  -         591.983 (meters)    1942.20  (feet)  COMP
 HX1152  MODELED GRAV-     979,845.8   (mgal)                       NAVD 88
 HX1152
 HX1152  VERT ORDER  -  SECOND    CLASS 0
 HX1152
 HX1152.The horizontal coordinates were scaled from a topographic map and have
 HX1152.an estimated accuracy of +/- 6 seconds.
 HX1152
 HX1152.The orthometric height was determined by differential leveling
 HX1152.and adjusted by the National Geodetic Survey in June 1991..
 HX1152
 HX1152.The geoid height was determined by GEOID03.
 HX1152
 HX1152.The dynamic height is computed by dividing the NAVD 88
 HX1152.geopotential number by the normal gravity value computed on the
 HX1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1152.degrees latitude (g = 980.6199 gals.).
 HX1152
 HX1152.The modeled gravity was interpolated from observed gravity values.
 HX1152
 HX1152;                    North         East    Units  Estimated Accuracy
 HX1152;SPC WV S     -   141,210.      613,610.      MT  (+/- 180 meters Scaled)
 HX1152
 HX1152                          SUPERSEDED SURVEY CONTROL
 HX1152
 HX1152  NGVD 29 (??/??/92)  592.593  (m)         1944.20   (f) ADJ UNCH    2 0
 HX1152
 HX1152.Superseded values are not recommended for survey control.
 HX1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1152.See file dsdata.txt to determine how the superseded data were derived.
 HX1152
 HX1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC136360(NAD 83)
 HX1152_MARKER: DB = BENCH MARK DISK
 HX1152_SETTING: 66 = SET IN ROCK OUTCROP
 HX1152_SP_SET: ROCK OUTCROP
 HX1152_STAMPING: W 220 1961
 HX1152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1152+STABILITY: POSITION/ELEVATION WELL
 HX1152
 HX1152  HISTORY     - Date     Condition        Report By
 HX1152  HISTORY     - 1961     MONUMENTED       CGS
 HX1152
 HX1152                          STATION DESCRIPTION
 HX1152
 HX1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1152'1 MI S FROM SUMMERSVILLE.
 HX1152'ABOUT 0.95 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1152'AT SUMMERSVILLE, SET ON THE TOP OF A 12-BY-5 FOOT FLAT OUTCROP,
 HX1152'NEAR THE JUNCTION OF A GRAVEL DRIVE LEADING TO A SMALL TRAILER
 HX1152'PARK, 47 YARDS SOUTHEAST OF THE CENTER LINE OF MALONEY STREET,
 HX1152'40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET WEST
 HX1152'OF THE CENTER LINE OF THE DRIVE, 57 FEET SOUTHEAST OF THE
 HX1152'SOUTHEAST CORNER OF A 12-BY-12-FOOT CONCRETE BLOCK HOUSE, AND 3
 HX1152'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1178 ***********************************************************************
 HX1178  DESIGNATION -  W 221
 HX1178  PID         -  HX1178
 HX1178  STATE/COUNTY-  WV/FAYETTE
 HX1178  USGS QUAD   -  WINONA (1976)
 HX1178
 HX1178                         *CURRENT SURVEY CONTROL
 HX1178  ___________________________________________________________________
 HX1178* NAD 83(1986)-  38 04 56.     (N)    080 53 18.     (W)     SCALED    
 HX1178* NAVD 88     -       584.358  (meters)    1917.18   (feet)  ADJUSTED  
 HX1178  ___________________________________________________________________
 HX1178  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HX1178  DYNAMIC HT  -         583.900 (meters)    1915.68  (feet)  COMP
 HX1178  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 HX1178
 HX1178  VERT ORDER  -  SECOND    CLASS 0
 HX1178
 HX1178.The horizontal coordinates were scaled from a topographic map and have
 HX1178.an estimated accuracy of +/- 6 seconds.
 HX1178
 HX1178.The orthometric height was determined by differential leveling
 HX1178.and adjusted by the National Geodetic Survey in June 1991..
 HX1178
 HX1178.The geoid height was determined by GEOID03.
 HX1178
 HX1178.The dynamic height is computed by dividing the NAVD 88
 HX1178.geopotential number by the normal gravity value computed on the
 HX1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1178.degrees latitude (g = 980.6199 gals.).
 HX1178
 HX1178.The modeled gravity was interpolated from observed gravity values.
 HX1178
 HX1178;                    North         East    Units  Estimated Accuracy
 HX1178;SPC WV S     -   120,120.      609,800.      MT  (+/- 180 meters Scaled)
 HX1178
 HX1178                          SUPERSEDED SURVEY CONTROL
 HX1178
 HX1178  NGVD 29 (??/??/92)  584.519  (m)         1917.71   (f) ADJ UNCH    2 0
 HX1178
 HX1178.Superseded values are not recommended for survey control.
 HX1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1178.See file dsdata.txt to determine how the superseded data were derived.
 HX1178
 HX1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC097149(NAD 83)
 HX1178_MARKER: DB = BENCH MARK DISK
 HX1178_SETTING: 66 = SET IN ROCK OUTCROP
 HX1178_SP_SET: ROCK LEDGE
 HX1178_STAMPING: W 221 1961
 HX1178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1178+STABILITY: POSITION/ELEVATION WELL
 HX1178
 HX1178  HISTORY     - Date     Condition        Report By
 HX1178  HISTORY     - 1961     MONUMENTED       CGS
 HX1178
 HX1178                          STATION DESCRIPTION
 HX1178
 HX1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1178'2 MI S FROM NALLEN.
 HX1178'ABOUT 2.05 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE CENTER OF
 HX1178'THE BRIDGE OVER MEADOW RIVER AT NALLEN, ABOUT 0.8 MILE NORTH OF
 HX1178'THE JUNCTION OF A BLACK TOP ROAD LEADING EAST AT RUSSELLVILLE,
 HX1178'0.2 MILE EAST OF THE NORTHEAST END OF A C AND O RAILWAY BRIDGE
 HX1178'OVER THE MEADOW RIVER AT BABCOCK SIDING, SET VERTICALLY IN THE
 HX1178'SOUTH FACE OF A 27-BY-2-FOOT ROCK LEDGE THAT PROJECTS OUT OF A
 HX1178'HIGHWAY CUT BANK, NEAR THE JUNCTION OF A DIM WOODS ROAD LEADING
 HX1178'NORTHEAST, 18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 12
 HX1178'FEET WEST OF THE EAST END OF THE ROCK AND 3 FEET ABOVE THE LEVEL
 HX1178'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2012 ***********************************************************************
 HX2012  DESIGNATION -  W 222
 HX2012  PID         -  HX2012
 HX2012  STATE/COUNTY-  WV/FAYETTE
 HX2012  USGS QUAD   -  FAYETTEVILLE (1976)
 HX2012
 HX2012                         *CURRENT SURVEY CONTROL
 HX2012  ___________________________________________________________________
 HX2012* NAD 83(1986)-  38 03 48.     (N)    081 03 25.     (W)     SCALED    
 HX2012* NAVD 88     -       548.065  (meters)    1798.11   (feet)  ADJUSTED  
 HX2012  ___________________________________________________________________
 HX2012  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HX2012  DYNAMIC HT  -         547.638 (meters)    1796.71  (feet)  COMP
 HX2012  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 HX2012
 HX2012  VERT ORDER  -  SECOND    CLASS 0
 HX2012
 HX2012.The horizontal coordinates were scaled from a topographic map and have
 HX2012.an estimated accuracy of +/- 6 seconds.
 HX2012
 HX2012.The orthometric height was determined by differential leveling
 HX2012.and adjusted by the National Geodetic Survey in June 1991..
 HX2012
 HX2012.The geoid height was determined by GEOID03.
 HX2012
 HX2012.The dynamic height is computed by dividing the NAVD 88
 HX2012.geopotential number by the normal gravity value computed on the
 HX2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2012.degrees latitude (g = 980.6199 gals.).
 HX2012
 HX2012.The modeled gravity was interpolated from observed gravity values.
 HX2012
 HX2012;                    North         East    Units  Estimated Accuracy
 HX2012;SPC WV S     -   118,020.      595,000.      MT  (+/- 180 meters Scaled)
 HX2012
 HX2012                          SUPERSEDED SURVEY CONTROL
 HX2012
 HX2012  NGVD 29 (??/??/92)  548.236  (m)         1798.67   (f) ADJ UNCH    2 0
 HX2012
 HX2012.Superseded values are not recommended for survey control.
 HX2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2012.See file dsdata.txt to determine how the superseded data were derived.
 HX2012
 HX2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC950128(NAD 83)
 HX2012_MARKER: DB = BENCH MARK DISK
 HX2012_SETTING: 66 = SET IN ROCK OUTCROP
 HX2012_SP_SET: ROCK LEDGE
 HX2012_STAMPING: W 222 1961
 HX2012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2012+STABILITY: POSITION/ELEVATION WELL
 HX2012
 HX2012  HISTORY     - Date     Condition        Report By
 HX2012  HISTORY     - 1961     MONUMENTED       CGS
 HX2012
 HX2012                          STATION DESCRIPTION
 HX2012
 HX2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2012'1.8 MI W FROM EDMOND.
 HX2012'ABOUT 1.85 MILES WEST ALONG STATE HIGHWAY 82 FROM THE GRADE
 HX2012'SCHOOL AT EDMOND, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A
 HX2012'GRADED ROAD LEADING NORTHEAST, 0.15 MILE NORTHWEST OF A 20-FOOT
 HX2012'WOODEN BRIDGE OVER FERN CREEK, SET VERTICALLY IN THE SOUTHEAST
 HX2012'FACE OF A 10-BY-4-FOOT ROCK WHICH PROJECTS OUT OF THE HIGHWAY
 HX2012'BANK, 19 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 93
 HX2012'FEET NORTHWEST OF THE 3RD POWER LINE POLE NORTHWEST OF FERN
 HX2012'CREEK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1435 ***********************************************************************
 HX1435  DESIGNATION -  W 223
 HX1435  PID         -  HX1435
 HX1435  STATE/COUNTY-  WV/FAYETTE
 HX1435  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1435
 HX1435                         *CURRENT SURVEY CONTROL
 HX1435  ___________________________________________________________________
 HX1435* NAD 83(1986)-  38 11 46.     (N)    080 57 32.     (W)     SCALED    
 HX1435* NAVD 88     -       510.346  (meters)    1674.36   (feet)  ADJUSTED  
 HX1435  ___________________________________________________________________
 HX1435  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 HX1435  DYNAMIC HT  -         509.964 (meters)    1673.11  (feet)  COMP
 HX1435  MODELED GRAV-     979,864.3   (mgal)                       NAVD 88
 HX1435
 HX1435  VERT ORDER  -  SECOND    CLASS 0
 HX1435
 HX1435.The horizontal coordinates were scaled from a topographic map and have
 HX1435.an estimated accuracy of +/- 6 seconds.
 HX1435
 HX1435.The orthometric height was determined by differential leveling
 HX1435.and adjusted by the National Geodetic Survey in June 1991..
 HX1435
 HX1435.The geoid height was determined by GEOID03.
 HX1435
 HX1435.The dynamic height is computed by dividing the NAVD 88
 HX1435.geopotential number by the normal gravity value computed on the
 HX1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1435.degrees latitude (g = 980.6199 gals.).
 HX1435
 HX1435.The modeled gravity was interpolated from observed gravity values.
 HX1435
 HX1435;                    North         East    Units  Estimated Accuracy
 HX1435;SPC WV S     -   132,760.      603,600.      MT  (+/- 180 meters Scaled)
 HX1435
 HX1435                          SUPERSEDED SURVEY CONTROL
 HX1435
 HX1435  NGVD 29 (??/??/92)  510.526  (m)         1674.95   (f) ADJ UNCH    2 0
 HX1435
 HX1435.Superseded values are not recommended for survey control.
 HX1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1435.See file dsdata.txt to determine how the superseded data were derived.
 HX1435
 HX1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC036275(NAD 83)
 HX1435_MARKER: DB = BENCH MARK DISK
 HX1435_SETTING: 66 = SET IN ROCK OUTCROP
 HX1435_SP_SET: ROCK OUTCROP
 HX1435_STAMPING: W 223 1961
 HX1435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1435+STABILITY: POSITION/ELEVATION WELL
 HX1435
 HX1435  HISTORY     - Date     Condition        Report By
 HX1435  HISTORY     - 1961     MONUMENTED       CGS
 HX1435
 HX1435                          STATION DESCRIPTION
 HX1435
 HX1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1435'6.4 MI NE FROM RAMSEY.
 HX1435'ABOUT 3.95 MILES NORTHEAST ALONG A BLACK TOP AND GRADED ROAD
 HX1435'FROM THE POST OFFICE AT RAMSEY, THENCE ABOUT 1.85 MILES EAST
 HX1435'ALONG AN ABANDONED ROAD LEADING TO THE ABANDONED CARNIFEX FERRY
 HX1435'CROSSING, THENCE 0.3 MILE EAST ALONG A DIRT ROAD THAT LEADS TO
 HX1435'A ONE-STORY FRAME HOUSE, THENCE 0.3 MILE NORTHEAST ALONG AN
 HX1435'OLD ABANDONED ROAD BED, SET VERTICALLY IN THE NORTHWEST FACE OF A
 HX1435'6-BY-2-FOOT ROCK OUTCROP THAT PROJECTS OUT OF THE SOUTHEAST ROAD
 HX1435'BANK, 8 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 5 FEET
 HX1435'SOUTHWEST OF THE NORTHEAST END OF THE ROCK AND 1 FOOT ABOVE THE
 HX1435'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1100 ***********************************************************************
 HX1100  DESIGNATION -  W 224
 HX1100  PID         -  HX1100
 HX1100  STATE/COUNTY-  WV/NICHOLAS
 HX1100  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1100
 HX1100                         *CURRENT SURVEY CONTROL
 HX1100  ___________________________________________________________________
 HX1100* NAD 83(1986)-  38 18 10.     (N)    080 46 34.     (W)     SCALED    
 HX1100* NAVD 88     -       624.090  (meters)    2047.54   (feet)  ADJUSTED  
 HX1100  ___________________________________________________________________
 HX1100  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 HX1100  DYNAMIC HT  -         623.610 (meters)    2045.96  (feet)  COMP
 HX1100  MODELED GRAV-     979,838.8   (mgal)                       NAVD 88
 HX1100
 HX1100  VERT ORDER  -  SECOND    CLASS 0
 HX1100
 HX1100.The horizontal coordinates were scaled from a topographic map and have
 HX1100.an estimated accuracy of +/- 6 seconds.
 HX1100
 HX1100.The orthometric height was determined by differential leveling
 HX1100.and adjusted by the National Geodetic Survey in June 1991..
 HX1100
 HX1100.The geoid height was determined by GEOID03.
 HX1100
 HX1100.The dynamic height is computed by dividing the NAVD 88
 HX1100.geopotential number by the normal gravity value computed on the
 HX1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1100.degrees latitude (g = 980.6199 gals.).
 HX1100
 HX1100.The modeled gravity was interpolated from observed gravity values.
 HX1100
 HX1100;                    North         East    Units  Estimated Accuracy
 HX1100;SPC WV S     -   144,620.      619,580.      MT  (+/- 180 meters Scaled)
 HX1100
 HX1100                          SUPERSEDED SURVEY CONTROL
 HX1100
 HX1100  NGVD 29 (??/??/92)  624.240  (m)         2048.03   (f) ADJ UNCH    2 0
 HX1100
 HX1100.Superseded values are not recommended for survey control.
 HX1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1100.See file dsdata.txt to determine how the superseded data were derived.
 HX1100
 HX1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC195394(NAD 83)
 HX1100_MARKER: DB = BENCH MARK DISK
 HX1100_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1100_SP_SET: UNSPECIFIED ROCK
 HX1100_STAMPING: W 224 1961
 HX1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1100
 HX1100  HISTORY     - Date     Condition        Report By
 HX1100  HISTORY     - 1961     MONUMENTED       CGS
 HX1100
 HX1100                          STATION DESCRIPTION
 HX1100
 HX1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1100'6 MI NE FROM SUMMERSVILLE.
 HX1100'ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1100'AT SUMMERSVILLE, THENCE 4.7 MILES EAST ALONG A GRADED ROAD,
 HX1100'ABANDONED ROAD, GRADED ROAD AND BLACK TOP ROAD, SET VERTICALLY
 HX1100'IN THE SOUTHEAST FACE OF A 15-BY-3 FOOT ROCK THAT PROJECTS OUT
 HX1100'OF THE ROAD BANK, NEAR THE JUNCTION OF THE OLD WEBSTER ROAD
 HX1100'(ABANDONED), 18 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 HX1100'88 YARDS SOUTHWEST OF THE JUNCTION OF A ROAD LEADING TO A
 HX1100'TWO-STORIED WHITE FRAME HOUSE, 4 FEET NORTHEAST OF THE SOUTHWEST
 HX1100'END OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1232 ***********************************************************************
 HX1232  DESIGNATION -  W 225
 HX1232  PID         -  HX1232
 HX1232  STATE/COUNTY-  WV/NICHOLAS
 HX1232  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1232
 HX1232                         *CURRENT SURVEY CONTROL
 HX1232  ___________________________________________________________________
 HX1232* NAD 83(1986)-  38 15 50.     (N)    080 45 36.     (W)     SCALED    
 HX1232* NAVD 88     -       608.347  (meters)    1995.89   (feet)  ADJUSTED  
 HX1232  ___________________________________________________________________
 HX1232  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HX1232  DYNAMIC HT  -         607.871 (meters)    1994.32  (feet)  COMP
 HX1232  MODELED GRAV-     979,826.2   (mgal)                       NAVD 88
 HX1232
 HX1232  VERT ORDER  -  SECOND    CLASS 0
 HX1232
 HX1232.The horizontal coordinates were scaled from a topographic map and have
 HX1232.an estimated accuracy of +/- 6 seconds.
 HX1232
 HX1232.The orthometric height was determined by differential leveling
 HX1232.and adjusted by the National Geodetic Survey in June 1991..
 HX1232
 HX1232.The geoid height was determined by GEOID03.
 HX1232
 HX1232.The dynamic height is computed by dividing the NAVD 88
 HX1232.geopotential number by the normal gravity value computed on the
 HX1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1232.degrees latitude (g = 980.6199 gals.).
 HX1232
 HX1232.The modeled gravity was interpolated from observed gravity values.
 HX1232
 HX1232;                    North         East    Units  Estimated Accuracy
 HX1232;SPC WV S     -   140,300.      621,000.      MT  (+/- 180 meters Scaled)
 HX1232
 HX1232                          SUPERSEDED SURVEY CONTROL
 HX1232
 HX1232  NGVD 29 (??/??/92)  608.499  (m)         1996.38   (f) ADJ UNCH    2 0
 HX1232
 HX1232.Superseded values are not recommended for survey control.
 HX1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1232.See file dsdata.txt to determine how the superseded data were derived.
 HX1232
 HX1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC209351(NAD 83)
 HX1232_MARKER: DB = BENCH MARK DISK
 HX1232_SETTING: 66 = SET IN ROCK OUTCROP
 HX1232_SP_SET: ROCK CUT
 HX1232_STAMPING: W 225 1961
 HX1232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1232+STABILITY: POSITION/ELEVATION WELL
 HX1232
 HX1232  HISTORY     - Date     Condition        Report By
 HX1232  HISTORY     - 1961     MONUMENTED       CGS
 HX1232
 HX1232                          STATION DESCRIPTION
 HX1232
 HX1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1232'7 MI SE FROM SUMMERSVILLE.
 HX1232'ABOUT 0.25 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1232'AT SUMMERSVILLE, THENCE 6.75 MILES SOUTHEAST ALONG STATE HIGHWAY
 HX1232'39, 1.0 MILE SOUTHEAST OF THE JUNCTION OF A BLACK TOP ROAD
 HX1232'LEADING NORTH AT CANVAS, 0.25 MILE NORTHWEST OF THE JUNCTION OF
 HX1232'A NARROW ROAD LEADING NORTHEAST, SET VERTICALLY IN THE SOUTHWEST
 HX1232'FACE OF A LOW ROCK CUT THAT IS ABOUT 70 YARDS LONG AND 10 FEET
 HX1232'HIGH, 16 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HX1232'35 YARDS NORTHWEST OF THE SOUTHEAST END OF THE CUT AND 2 FEET ABOVE
 HX1232'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1113 ***********************************************************************
 HX1113  DESIGNATION -  W 226
 HX1113  PID         -  HX1113
 HX1113  STATE/COUNTY-  WV/NICHOLAS
 HX1113  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1113
 HX1113                         *CURRENT SURVEY CONTROL
 HX1113  ___________________________________________________________________
 HX1113* NAD 83(1986)-  38 18 46.     (N)    080 39 17.     (W)     SCALED    
 HX1113* NAVD 88     -       714.137  (meters)    2342.96   (feet)  ADJUSTED  
 HX1113  ___________________________________________________________________
 HX1113  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HX1113  DYNAMIC HT  -         713.580 (meters)    2341.14  (feet)  COMP
 HX1113  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 HX1113
 HX1113  VERT ORDER  -  SECOND    CLASS 0
 HX1113
 HX1113.The horizontal coordinates were scaled from a topographic map and have
 HX1113.an estimated accuracy of +/- 6 seconds.
 HX1113
 HX1113.The orthometric height was determined by differential leveling
 HX1113.and adjusted by the National Geodetic Survey in June 1991..
 HX1113
 HX1113.The geoid height was determined by GEOID03.
 HX1113
 HX1113.The dynamic height is computed by dividing the NAVD 88
 HX1113.geopotential number by the normal gravity value computed on the
 HX1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1113.degrees latitude (g = 980.6199 gals.).
 HX1113
 HX1113.The modeled gravity was interpolated from observed gravity values.
 HX1113
 HX1113;                    North         East    Units  Estimated Accuracy
 HX1113;SPC WV S     -   145,760.      630,200.      MT  (+/- 180 meters Scaled)
 HX1113
 HX1113                          SUPERSEDED SURVEY CONTROL
 HX1113
 HX1113  NGVD 29 (??/??/92)  714.281  (m)         2343.44   (f) ADJ UNCH    2 0
 HX1113
 HX1113.Superseded values are not recommended for survey control.
 HX1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1113.See file dsdata.txt to determine how the superseded data were derived.
 HX1113
 HX1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC301405(NAD 83)
 HX1113_MARKER: DB = BENCH MARK DISK
 HX1113_SETTING: 66 = SET IN ROCK OUTCROP
 HX1113_SP_SET: ROCK CUT
 HX1113_STAMPING: W 226 1961
 HX1113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1113+STABILITY: POSITION/ELEVATION WELL
 HX1113
 HX1113  HISTORY     - Date     Condition        Report By
 HX1113  HISTORY     - 1961     MONUMENTED       CGS
 HX1113
 HX1113                          STATION DESCRIPTION
 HX1113
 HX1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1113'1.2 MI S FROM CRAIGSVILLE.
 HX1113'ABOUT 1.25 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE JUNCTION
 HX1113'OF STATE HIGHWAY 41 AT CRAIGSVILLE, 0.1 MILE SOUTH OF THE
 HX1113'LARGE CRAIGSVILLE ROLLER RINK, SET VERTICALLY IN THE SOUTHEAST
 HX1113'FACE OF A ROCK CUT, AT THE INSIDE OF THE FIRST CURVE SOUTH OF
 HX1113'CRAIGSVILLE JUNCTION, 19 FEET NORTHWEST OF THE CENTER LINE
 HX1113'OF THE HIGHWAY, 71 FEET WEST OF AND ACROSS THE HIGHWAY FROM
 HX1113'THE SOUTHWEST CORNER OF A SMALL WOODEN FRAME BUILDING THAT IS
 HX1113'A BEER JOINT AND CAFE, 75 YARDS SOUTHWEST OF THE NORTHEAST END
 HX1113'OF THE CUT AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1345 ***********************************************************************
 HX1345  DESIGNATION -  W 227
 HX1345  PID         -  HX1345
 HX1345  STATE/COUNTY-  WV/GREENBRIER
 HX1345  USGS QUAD   -  NETTIE (1995)
 HX1345
 HX1345                         *CURRENT SURVEY CONTROL
 HX1345  ___________________________________________________________________
 HX1345* NAD 83(1986)-  38 07 53.     (N)    080 37 37.     (W)     SCALED    
 HX1345* NAVD 88     -      1025.524  (meters)    3364.57   (feet)  ADJUSTED  
 HX1345  ___________________________________________________________________
 HX1345  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HX1345  DYNAMIC HT  -        1024.682 (meters)    3361.81  (feet)  COMP
 HX1345  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 HX1345
 HX1345  VERT ORDER  -  SECOND    CLASS 0
 HX1345
 HX1345.The horizontal coordinates were scaled from a topographic map and have
 HX1345.an estimated accuracy of +/- 6 seconds.
 HX1345
 HX1345.The orthometric height was determined by differential leveling
 HX1345.and adjusted by the National Geodetic Survey in June 1991..
 HX1345
 HX1345.The geoid height was determined by GEOID03.
 HX1345
 HX1345.The dynamic height is computed by dividing the NAVD 88
 HX1345.geopotential number by the normal gravity value computed on the
 HX1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1345.degrees latitude (g = 980.6199 gals.).
 HX1345
 HX1345.The modeled gravity was interpolated from observed gravity values.
 HX1345
 HX1345;                    North         East    Units  Estimated Accuracy
 HX1345;SPC WV S     -   125,640.      632,710.      MT  (+/- 180 meters Scaled)
 HX1345
 HX1345                          SUPERSEDED SURVEY CONTROL
 HX1345
 HX1345  NGVD 29 (??/??/92) 1025.672  (m)         3365.06   (f) ADJ UNCH    2 0
 HX1345
 HX1345.Superseded values are not recommended for survey control.
 HX1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1345.See file dsdata.txt to determine how the superseded data were derived.
 HX1345
 HX1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC326204(NAD 83)
 HX1345_MARKER: DB = BENCH MARK DISK
 HX1345_SETTING: 66 = SET IN ROCK OUTCROP
 HX1345_SP_SET: ROCK OUTCROP
 HX1345_STAMPING: W 227 1961
 HX1345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1345+STABILITY: POSITION/ELEVATION WELL
 HX1345
 HX1345  HISTORY     - Date     Condition        Report By
 HX1345  HISTORY     - 1961     MONUMENTED       CGS
 HX1345
 HX1345                          STATION DESCRIPTION
 HX1345
 HX1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1345'6.2 MI N FROM DUO.
 HX1345'ABOUT 1.35 MILES NORTH ALONG A BLACK TOP ROAD FROM A T ROAD
 HX1345'JUNCTION AT DUO, THENCE 4.8 MILES NORTH ALONG A GRADED ROAD,
 HX1345'0.9 MILE NORTH OF A 30 FOOT BRIDGE OVER MC MILLION CREEK, ABOUT
 HX1345'0.25 MILES EAST OF THE GREENBRIER-NICHOLAS COUNTY LINE, 0.55
 HX1345'MILE NORTH OF A ROAD INTERSECTION, 0.25 MILE NORTHWEST OF THE
 HX1345'JUNCTION OF A GRADED ROAD LEADING WEST, AT THE OUTSIDE OF A
 HX1345'CURVE, SET IN THE TOP OF A FLAT ROCK OUTCROP THAT IS ABOUT 8
 HX1345'FEET LONG AND PROJECTS OUT OF A HILLSIDE, 20 FEET NORTH OF THE
 HX1345'CENTER LINE OF THE ROAD, 1 FOOT WEST OF THE EAST END OF THE
 HX1345'ROCK AND 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1351 ***********************************************************************
 HX1351  DESIGNATION -  W 228
 HX1351  PID         -  HX1351
 HX1351  STATE/COUNTY-  WV/NICHOLAS
 HX1351  USGS QUAD   -  NETTIE (1995)
 HX1351
 HX1351                         *CURRENT SURVEY CONTROL
 HX1351  ___________________________________________________________________
 HX1351* NAD 83(1986)-  38 09 22.     (N)    080 40 40.     (W)     SCALED    
 HX1351* NAVD 88     -       734.211  (meters)    2408.82   (feet)  ADJUSTED  
 HX1351  ___________________________________________________________________
 HX1351  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX1351  DYNAMIC HT  -         733.616 (meters)    2406.87  (feet)  COMP
 HX1351  MODELED GRAV-     979,794.1   (mgal)                       NAVD 88
 HX1351
 HX1351  VERT ORDER  -  SECOND    CLASS 0
 HX1351
 HX1351.The horizontal coordinates were scaled from a topographic map and have
 HX1351.an estimated accuracy of +/- 6 seconds.
 HX1351
 HX1351.The orthometric height was determined by differential leveling
 HX1351.and adjusted by the National Geodetic Survey in June 1991..
 HX1351
 HX1351.The geoid height was determined by GEOID03.
 HX1351
 HX1351.The dynamic height is computed by dividing the NAVD 88
 HX1351.geopotential number by the normal gravity value computed on the
 HX1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1351.degrees latitude (g = 980.6199 gals.).
 HX1351
 HX1351.The modeled gravity was interpolated from observed gravity values.
 HX1351
 HX1351;                    North         East    Units  Estimated Accuracy
 HX1351;SPC WV S     -   128,360.      628,240.      MT  (+/- 180 meters Scaled)
 HX1351
 HX1351                          SUPERSEDED SURVEY CONTROL
 HX1351
 HX1351  NGVD 29 (??/??/92)  734.349  (m)         2409.28   (f) ADJ UNCH    2 0
 HX1351
 HX1351.Superseded values are not recommended for survey control.
 HX1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1351.See file dsdata.txt to determine how the superseded data were derived.
 HX1351
 HX1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC282231(NAD 83)
 HX1351_MARKER: DB = BENCH MARK DISK
 HX1351_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1351_SP_SET: UNSPECIFIED ROCK
 HX1351_STAMPING: W 228 1961
 HX1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1351
 HX1351  HISTORY     - Date     Condition        Report By
 HX1351  HISTORY     - 1961     MONUMENTED       CGS
 HX1351
 HX1351                          STATION DESCRIPTION
 HX1351
 HX1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1351'1 MI SE FROM LEIVASY.
 HX1351'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX1351'OFFICE AT LEIVASY, THENCE 0.7 MILE SOUTHEAST ALONG A BLACK
 HX1351'TOP ROAD, 0.8 MILE NORTHWEST OF A Y JUNCTION, AT THE OUTSIDE
 HX1351'OF A CURVE, AT AN OLD ABANDONED HOMESITE, SET ON TOP AND ABOUT
 HX1351'IN THE CENTER OF A 12-BY-5-BY-2 1/2 FEET ROCK, 75 FEET NORTH
 HX1351'OF THE CENTER LINE OF THE ROAD AND 10 FEET ABOVE THE LEVEL OF THE
 HX1351'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1279 ***********************************************************************
 HX1279  DESIGNATION -  W 229
 HX1279  PID         -  HX1279
 HX1279  STATE/COUNTY-  WV/GREENBRIER
 HX1279  USGS QUAD   -  QUINWOOD (1995)
 HX1279
 HX1279                         *CURRENT SURVEY CONTROL
 HX1279  ___________________________________________________________________
 HX1279* NAD 83(1986)-  38 03 05.     (N)    080 43 17.     (W)     SCALED    
 HX1279* NAVD 88     -       864.659  (meters)    2836.80   (feet)  ADJUSTED  
 HX1279  ___________________________________________________________________
 HX1279  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX1279  DYNAMIC HT  -         863.932 (meters)    2834.42  (feet)  COMP
 HX1279  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 HX1279
 HX1279  VERT ORDER  -  SECOND    CLASS 0
 HX1279
 HX1279.The horizontal coordinates were scaled from a topographic map and have
 HX1279.an estimated accuracy of +/- 6 seconds.
 HX1279
 HX1279.The orthometric height was determined by differential leveling
 HX1279.and adjusted by the National Geodetic Survey in June 1991..
 HX1279
 HX1279.The geoid height was determined by GEOID03.
 HX1279
 HX1279.The dynamic height is computed by dividing the NAVD 88
 HX1279.geopotential number by the normal gravity value computed on the
 HX1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1279.degrees latitude (g = 980.6199 gals.).
 HX1279
 HX1279.The modeled gravity was interpolated from observed gravity values.
 HX1279
 HX1279;                    North         East    Units  Estimated Accuracy
 HX1279;SPC WV S     -   116,730.      624,450.      MT  (+/- 180 meters Scaled)
 HX1279
 HX1279                          SUPERSEDED SURVEY CONTROL
 HX1279
 HX1279  NGVD 29 (??/??/92)  864.787  (m)         2837.22   (f) ADJ UNCH    2 0
 HX1279
 HX1279.Superseded values are not recommended for survey control.
 HX1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1279.See file dsdata.txt to determine how the superseded data were derived.
 HX1279
 HX1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC244115(NAD 83)
 HX1279_MARKER: DB = BENCH MARK DISK
 HX1279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1279_SP_SET: ABUTMENT
 HX1279_STAMPING: W 229 1961
 HX1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1279
 HX1279  HISTORY     - Date     Condition        Report By
 HX1279  HISTORY     - 1961     MONUMENTED       CGS
 HX1279
 HX1279                          STATION DESCRIPTION
 HX1279
 HX1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1279'1 MI SW FROM QUINWOOD.
 HX1279'ABOUT 0.95 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE MAIN
 HX1279'STREET INTERSECTION AT QUINWOOD, 0.8 MILE NORTHEAST OF THE ROME
 HX1279'BAPTIST CHURCH, 0.45 MILE SOUTHWEST OF THE CROSSING OF THE
 HX1279'CHESAPEAKE AND OHIO RAILWAY AT HOMINY CREEK JUNCTION, AT THE
 HX1279'OUTSIDE OF A LONG CURVE, ABOUT 29 YARDS NORTHWEST OF THE CENTER
 HX1279'LINE OF THE HIGHWAY, SET ON TOP OF THE SOUTHEAST END OF THE
 HX1279'NORTHEAST CONCRETE ABUTMENT OF THE CHESAPEAKE AND OHIO RAILWAY
 HX1279'BRIDGE NO. 85 OVER MEADOW CREEK, 6 1/2 FEET SOUTHEAST OF THE
 HX1279'SOUTHEAST RAIL OF THE MAIN TRACK, 4 FEET NORTHWEST OF THE
 HX1279'SOUTHEAST END OF THE ABUTMENT AND 4 FEET BELOW THE LEVEL OF THE
 HX1279'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0449 ***********************************************************************
 JX0449  DESIGNATION -  W 23
 JX0449  PID         -  JX0449
 JX0449  STATE/COUNTY-  WV/WETZEL
 JX0449  USGS QUAD   -  PINE GROVE (1976)
 JX0449
 JX0449                         *CURRENT SURVEY CONTROL
 JX0449  ___________________________________________________________________
 JX0449* NAD 83(1986)-  39 34 07.     (N)    080 44 05.     (W)     SCALED    
 JX0449* NAVD 88     -       209.686  (meters)     687.94   (feet)  ADJUSTED  
 JX0449  ___________________________________________________________________
 JX0449  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JX0449  DYNAMIC HT  -         209.563 (meters)     687.54  (feet)  COMP
 JX0449  MODELED GRAV-     980,036.7   (mgal)                       NAVD 88
 JX0449
 JX0449  VERT ORDER  -  SECOND    CLASS 0
 JX0449
 JX0449.The horizontal coordinates were scaled from a topographic map and have
 JX0449.an estimated accuracy of +/- 6 seconds.
 JX0449
 JX0449.The orthometric height was determined by differential leveling
 JX0449.and adjusted by the National Geodetic Survey in June 1991..
 JX0449
 JX0449.The geoid height was determined by GEOID03.
 JX0449
 JX0449.The dynamic height is computed by dividing the NAVD 88
 JX0449.geopotential number by the normal gravity value computed on the
 JX0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0449.degrees latitude (g = 980.6199 gals.).
 JX0449
 JX0449.The modeled gravity was interpolated from observed gravity values.
 JX0449
 JX0449;                    North         East    Units  Estimated Accuracy
 JX0449;SPC WV N     -   119,360.      493,910.      MT  (+/- 180 meters Scaled)
 JX0449
 JX0449                          SUPERSEDED SURVEY CONTROL
 JX0449
 JX0449  NGVD 29 (??/??/92)  209.848  (m)          688.48   (f) ADJ UNCH    2 0
 JX0449
 JX0449.Superseded values are not recommended for survey control.
 JX0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0449.See file dsdata.txt to determine how the superseded data were derived.
 JX0449
 JX0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND227799(NAD 83)
 JX0449_MARKER: DB = BENCH MARK DISK
 JX0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0449_SP_SET: BRIDGE
 JX0449_STAMPING: W 23 1935
 JX0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0449
 JX0449  HISTORY     - Date     Condition        Report By
 JX0449  HISTORY     - 1935     MONUMENTED       CGS
 JX0449  HISTORY     - 1957     GOOD             NGS
 JX0449
 JX0449                          STATION DESCRIPTION
 JX0449
 JX0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0449'AT READER.
 JX0449'AT READER, ALONG THE BALTIMORE AND OHIO RAILROAD, ABOUT 8 RAILS
 JX0449'WEST OF WEST END OF THE STATION, IN THE TOP OF THE SOUTH END OF
 JX0449'EAST ABUTMENT OF RAILROAD BRIDGE NO. 138, 5 FEET SOUTH OF SOUTH
 JX0449'RAIL AND 1 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0159 ***********************************************************************
 GX0159  DESIGNATION -  W 230
 GX0159  PID         -  GX0159
 GX0159  STATE/COUNTY-  WV/GREENBRIER
 GX0159  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0159
 GX0159                         *CURRENT SURVEY CONTROL
 GX0159  ___________________________________________________________________
 GX0159* NAD 83(1986)-  37 59 24.     (N)    080 28 34.     (W)     SCALED    
 GX0159* NAVD 88     -       685.467  (meters)    2248.90   (feet)  ADJUSTED  
 GX0159  ___________________________________________________________________
 GX0159  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX0159  DYNAMIC HT  -         684.904 (meters)    2247.06  (feet)  COMP
 GX0159  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 GX0159
 GX0159  VERT ORDER  -  SECOND    CLASS 0
 GX0159
 GX0159.The horizontal coordinates were scaled from a topographic map and have
 GX0159.an estimated accuracy of +/- 6 seconds.
 GX0159
 GX0159.The orthometric height was determined by differential leveling
 GX0159.and adjusted by the National Geodetic Survey in June 1991..
 GX0159
 GX0159.The geoid height was determined by GEOID03.
 GX0159
 GX0159.The dynamic height is computed by dividing the NAVD 88
 GX0159.geopotential number by the normal gravity value computed on the
 GX0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0159.degrees latitude (g = 980.6199 gals.).
 GX0159
 GX0159.The modeled gravity was interpolated from observed gravity values.
 GX0159
 GX0159;                    North         East    Units  Estimated Accuracy
 GX0159;SPC WV S     -   110,010.      646,020.      MT  (+/- 180 meters Scaled)
 GX0159
 GX0159                          SUPERSEDED SURVEY CONTROL
 GX0159
 GX0159  NGVD 29 (??/??/92)  685.612  (m)         2249.38   (f) ADJ UNCH    2 0
 GX0159
 GX0159.Superseded values are not recommended for survey control.
 GX0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0159.See file dsdata.txt to determine how the superseded data were derived.
 GX0159
 GX0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC460048(NAD 83)
 GX0159_MARKER: DB = BENCH MARK DISK
 GX0159_SETTING: 66 = SET IN ROCK OUTCROP
 GX0159_SP_SET: ROCK
 GX0159_STAMPING: W 230 1961
 GX0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0159+STABILITY: POSITION/ELEVATION WELL
 GX0159
 GX0159  HISTORY     - Date     Condition        Report By
 GX0159  HISTORY     - 1961     MONUMENTED       CGS
 GX0159  HISTORY     - 1983     GOOD             NGS
 GX0159  HISTORY     - 1983     GOOD             NGS
 GX0159
 GX0159                          STATION DESCRIPTION
 GX0159
 GX0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0159'1.8 MI N FROM WILLIAMSBURG.
 GX0159'ABOUT 1.8 MILES NORTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX0159'AT WILLIAMSBURG, 30 YARDS SOUTHWEST OF THE JUNCTION OF A DRIVE
 GX0159'EAST TO A ONE STORY WHITE FARM HOUSE, AT THE OUTSIDE OF A CURVE,
 GX0159'SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK THAT IS ABOUT 6
 GX0159'FEET LONG AND 3 FEET HIGH AND IS PART OF THE NORTHWEST BANK OF
 GX0159'THE ROAD DITCH, 19 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 GX0159'2 FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK AND 1 FOOT
 GX0159'ABOVE THE LEVEL OF THE ROAD.
 GX0159
 GX0159                          STATION RECOVERY (1983)
 GX0159
 GX0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0159'RECOVERED IN GOOD CONDITION.
 GX0159
 GX0159                          STATION RECOVERY (1983)
 GX0159
 GX0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0149 ***********************************************************************
 GX0149  DESIGNATION -  W 231
 GX0149  PID         -  GX0149
 GX0149  STATE/COUNTY-  WV/GREENBRIER
 GX0149  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0149
 GX0149                         *CURRENT SURVEY CONTROL
 GX0149  ___________________________________________________________________
 GX0149* NAD 83(1986)-  37 56 41.     (N)    080 26 53.     (W)     SCALED    
 GX0149* NAVD 88     -       689.595  (meters)    2262.45   (feet)  ADJUSTED  
 GX0149  ___________________________________________________________________
 GX0149  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX0149  DYNAMIC HT  -         689.029 (meters)    2260.59  (feet)  COMP
 GX0149  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GX0149
 GX0149  VERT ORDER  -  SECOND    CLASS 0
 GX0149
 GX0149.The horizontal coordinates were scaled from a topographic map and have
 GX0149.an estimated accuracy of +/- 6 seconds.
 GX0149
 GX0149.The orthometric height was determined by differential leveling
 GX0149.and adjusted by the National Geodetic Survey in June 1991..
 GX0149
 GX0149.The geoid height was determined by GEOID03.
 GX0149
 GX0149.The dynamic height is computed by dividing the NAVD 88
 GX0149.geopotential number by the normal gravity value computed on the
 GX0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0149.degrees latitude (g = 980.6199 gals.).
 GX0149
 GX0149.The modeled gravity was interpolated from observed gravity values.
 GX0149
 GX0149;                    North         East    Units  Estimated Accuracy
 GX0149;SPC WV S     -   105,000.      648,510.      MT  (+/- 180 meters Scaled)
 GX0149
 GX0149                          SUPERSEDED SURVEY CONTROL
 GX0149
 GX0149  NGVD 29 (??/??/92)  689.752  (m)         2262.96   (f) ADJ UNCH    2 0
 GX0149
 GX0149.Superseded values are not recommended for survey control.
 GX0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0149.See file dsdata.txt to determine how the superseded data were derived.
 GX0149
 GX0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB484998(NAD 83)
 GX0149_MARKER: DB = BENCH MARK DISK
 GX0149_SETTING: 66 = SET IN ROCK OUTCROP
 GX0149_SP_SET: ROCK LEDGE
 GX0149_STAMPING: W 231 1961
 GX0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0149+STABILITY: POSITION/ELEVATION WELL
 GX0149
 GX0149  HISTORY     - Date     Condition        Report By
 GX0149  HISTORY     - 1961     MONUMENTED       CGS
 GX0149
 GX0149                          STATION DESCRIPTION
 GX0149
 GX0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0149'4.4 MI SE FROM WILLIAMSBURG.
 GX0149'ABOUT 4.35 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM A T ROAD
 GX0149'JUNCTION AT WILLIAMSBURG, 0.4 MILE NORTHWEST OF A T ROAD JUNCTION
 GX0149'IN THE SMALL TOWN OF UNUS, ON THE SOUTHEAST SLOPE OF A MOUNTAIN, AT
 GX0149'THE JUNCTION OF A DRIVE, SET IN THE TOP OF A FLAT LEDGE OF ROCK
 GX0149'THAT IS 12 FEET LONG AND 2 FEET HIGH, 20 FEET NORTHEAST OF THE
 GX0149'CENTER LINE OF THE ROAD, 14 FEET SOUTHEAST OF THE CENTER LINE OF
 GX0149'THE DRIVE, 3 FEET NORTH OF THE SOUTH EDGE OF THE ROCK AND 2 1/2
 GX0149'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0958 ***********************************************************************
 HX0958  DESIGNATION -  W 232
 HX0958  PID         -  HX0958
 HX0958  STATE/COUNTY-  WV/GREENBRIER
 HX0958  USGS QUAD   -  TROUT (1995)
 HX0958
 HX0958                         *CURRENT SURVEY CONTROL
 HX0958  ___________________________________________________________________
 HX0958* NAD 83(1986)-  38 01 00.     (N)    080 28 04.     (W)     SCALED    
 HX0958* NAVD 88     -       690.555  (meters)    2265.60   (feet)  ADJUSTED  
 HX0958  ___________________________________________________________________
 HX0958  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HX0958  DYNAMIC HT  -         689.988 (meters)    2263.74  (feet)  COMP
 HX0958  MODELED GRAV-     979,785.6   (mgal)                       NAVD 88
 HX0958
 HX0958  VERT ORDER  -  SECOND    CLASS 0
 HX0958
 HX0958.The horizontal coordinates were scaled from a topographic map and have
 HX0958.an estimated accuracy of +/- 6 seconds.
 HX0958
 HX0958.The orthometric height was determined by differential leveling
 HX0958.and adjusted by the National Geodetic Survey in June 1991..
 HX0958
 HX0958.The geoid height was determined by GEOID03.
 HX0958
 HX0958.The dynamic height is computed by dividing the NAVD 88
 HX0958.geopotential number by the normal gravity value computed on the
 HX0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0958.degrees latitude (g = 980.6199 gals.).
 HX0958
 HX0958.The modeled gravity was interpolated from observed gravity values.
 HX0958
 HX0958;                    North         East    Units  Estimated Accuracy
 HX0958;SPC WV S     -   112,970.      646,730.      MT  (+/- 180 meters Scaled)
 HX0958
 HX0958                          SUPERSEDED SURVEY CONTROL
 HX0958
 HX0958  NGVD 29 (??/??/92)  690.694  (m)         2266.05   (f) ADJ UNCH    2 0
 HX0958
 HX0958.Superseded values are not recommended for survey control.
 HX0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0958.See file dsdata.txt to determine how the superseded data were derived.
 HX0958
 HX0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC467077(NAD 83)
 HX0958_MARKER: DB = BENCH MARK DISK
 HX0958_SETTING: 66 = SET IN ROCK OUTCROP
 HX0958_SP_SET: ROCK OUTCROP
 HX0958_STAMPING: W 232 1961
 HX0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0958+STABILITY: POSITION/ELEVATION WELL
 HX0958
 HX0958  HISTORY     - Date     Condition        Report By
 HX0958  HISTORY     - 1961     MONUMENTED       CGS
 HX0958
 HX0958                          STATION DESCRIPTION
 HX0958
 HX0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0958'AT TROUT.
 HX0958'AT TROUT, IN THE FRONT YARD OF THE FIRST BAPTIST CHURCH AT TROUT,
 HX0958'ACROSS THE HIGHWAY AND NORTHWEST OF THE POST OFFICE AT TROUT,
 HX0958'67 YARDS SOUTH OF A T ROAD JUNCTION, SET ON THE TOP OF A
 HX0958'4-BY-2-BY 1-FOOT OUTCROP, 19 FEET SOUTHWEST OF THE CENTER LINE OF
 HX0958'THE ROAD, 33 FEET NORTHEAST OF THE EAST CORNER OF THE CHURCH
 HX0958'BUILDING, 1 FOOT WEST OF THE EAST END OF THE ROCK AND 2 FEET
 HX0958'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1033 ***********************************************************************
 HX1033  DESIGNATION -  W 233
 HX1033  PID         -  HX1033
 HX1033  STATE/COUNTY-  WV/WEBSTER
 HX1033  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1033
 HX1033                         *CURRENT SURVEY CONTROL
 HX1033  ___________________________________________________________________
 HX1033* NAD 83(1986)-  38 21 59.     (N)    080 36 32.     (W)     SCALED    
 HX1033* NAVD 88     -       618.316  (meters)    2028.59   (feet)  ADJUSTED  
 HX1033  ___________________________________________________________________
 HX1033  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HX1033  DYNAMIC HT  -         617.843 (meters)    2027.04  (feet)  COMP
 HX1033  MODELED GRAV-     979,844.1   (mgal)                       NAVD 88
 HX1033
 HX1033  VERT ORDER  -  SECOND    CLASS 0
 HX1033
 HX1033.The horizontal coordinates were scaled from a topographic map and have
 HX1033.an estimated accuracy of +/- 6 seconds.
 HX1033
 HX1033.The orthometric height was determined by differential leveling
 HX1033.and adjusted by the National Geodetic Survey in June 1991..
 HX1033
 HX1033.The geoid height was determined by GEOID03.
 HX1033
 HX1033.The dynamic height is computed by dividing the NAVD 88
 HX1033.geopotential number by the normal gravity value computed on the
 HX1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1033.degrees latitude (g = 980.6199 gals.).
 HX1033
 HX1033.The modeled gravity was interpolated from observed gravity values.
 HX1033
 HX1033;                    North         East    Units  Estimated Accuracy
 HX1033;SPC WV S     -   151,730.      634,180.      MT  (+/- 180 meters Scaled)
 HX1033
 HX1033                          SUPERSEDED SURVEY CONTROL
 HX1033
 HX1033  NGVD 29 (??/??/92)  618.466  (m)         2029.08   (f) ADJ UNCH    2 0
 HX1033
 HX1033.Superseded values are not recommended for survey control.
 HX1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1033.See file dsdata.txt to determine how the superseded data were derived.
 HX1033
 HX1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC341465(NAD 83)
 HX1033_MARKER: DB = BENCH MARK DISK
 HX1033_SETTING: 66 = SET IN ROCK OUTCROP
 HX1033_SP_SET: ROCK CUT
 HX1033_STAMPING: W 233 1961
 HX1033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1033+STABILITY: POSITION/ELEVATION WELL
 HX1033
 HX1033  HISTORY     - Date     Condition        Report By
 HX1033  HISTORY     - 1961     MONUMENTED       CGS
 HX1033
 HX1033                          STATION DESCRIPTION
 HX1033
 HX1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1033'0.6 MI N FROM ALLINGDALE.
 HX1033'ABOUT 0.55 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1033'THE STATION AT ALLINGDALE, ABOUT 0.65 MILES WEST OF THE STATE
 HX1033'HIGHWAY 20 BRIDGE OVER COON CREEK AT CAMDEN ON GAULEY, NEAR
 HX1033'MILEPOLE NO. 126-17, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 HX1033'ROCK CUT, 120 FEET NORTHEAST OF THE SOUTHWEST END OF THE CUT, 10
 HX1033'FEET NORTHWEST OF THE NORTHWEST RAIL, 2 1/2 FEET ABOVE THE LEVEL
 HX1033'OF THE GROUND AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1822 ***********************************************************************
 HX1822  DESIGNATION -  W 234
 HX1822  PID         -  HX1822
 HX1822  STATE/COUNTY-  WV/NICHOLAS
 HX1822  USGS QUAD   -  LOCKWOOD (1976)
 HX1822
 HX1822                         *CURRENT SURVEY CONTROL
 HX1822  ___________________________________________________________________
 HX1822* NAD 83(1986)-  38 15 28.     (N)    081 03 05.     (W)     SCALED    
 HX1822* NAVD 88     -       330.429  (meters)    1084.08   (feet)  ADJUSTED  
 HX1822  ___________________________________________________________________
 HX1822  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HX1822  DYNAMIC HT  -         330.187 (meters)    1083.29  (feet)  COMP
 HX1822  MODELED GRAV-     979,889.4   (mgal)                       NAVD 88
 HX1822
 HX1822  VERT ORDER  -  SECOND    CLASS 0
 HX1822
 HX1822.The horizontal coordinates were scaled from a topographic map and have
 HX1822.an estimated accuracy of +/- 6 seconds.
 HX1822
 HX1822.The orthometric height was determined by differential leveling
 HX1822.and adjusted by the National Geodetic Survey in June 1991..
 HX1822
 HX1822.The geoid height was determined by GEOID03.
 HX1822
 HX1822.The dynamic height is computed by dividing the NAVD 88
 HX1822.geopotential number by the normal gravity value computed on the
 HX1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1822.degrees latitude (g = 980.6199 gals.).
 HX1822
 HX1822.The modeled gravity was interpolated from observed gravity values.
 HX1822
 HX1822;                    North         East    Units  Estimated Accuracy
 HX1822;SPC WV S     -   139,600.      595,500.      MT  (+/- 180 meters Scaled)
 HX1822
 HX1822                          SUPERSEDED SURVEY CONTROL
 HX1822
 HX1822  NGVD 29 (??/??/92)  330.613  (m)         1084.69   (f) ADJ UNCH    2 0
 HX1822
 HX1822.Superseded values are not recommended for survey control.
 HX1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1822.See file dsdata.txt to determine how the superseded data were derived.
 HX1822
 HX1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC955344(NAD 83)
 HX1822_MARKER: DB = BENCH MARK DISK
 HX1822_SETTING: 66 = SET IN ROCK OUTCROP
 HX1822_SP_SET: ROCK CLIFF
 HX1822_STAMPING: W 234 1961
 HX1822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1822+STABILITY: POSITION/ELEVATION WELL
 HX1822
 HX1822  HISTORY     - Date     Condition        Report By
 HX1822  HISTORY     - 1961     MONUMENTED       CGS
 HX1822
 HX1822                          STATION DESCRIPTION
 HX1822
 HX1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1822'1.4 MI W FROM LOCKWOOD.
 HX1822'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 39 FROM THE FAIRVIEW
 HX1822'BAPTIST CHURCH AT LOCKWOOD, 1.0 MILE WEST OF THE JUNCTION
 HX1822'OF COUNTY ROAD NO. 19/23 LEADING NORTH ALONG THE WEST BANK OF
 HX1822'LINE CREEK, 0.4 MILE WEST OF THE OTTER CREEK GRADE SCHOOL, AT
 HX1822'A 20-FOOT CONCRETE BRIDGE OVER OTTER CREEK, (EAST ONE OF TWO),
 HX1822'AT A ROCK CLIFF, ALONG THE SOUTH BANK OF THE CREEK, 90 FEET
 HX1822'SOUTH AND ACROSS OTTER CREEK FROM THE CENTER LINE OF THE HIGHWAY,
 HX1822'85 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE AND
 HX1822'4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1499 ***********************************************************************
 GX1499  DESIGNATION -  W 235
 GX1499  PID         -  GX1499
 GX1499  STATE/COUNTY-  WV/MERCER
 GX1499  USGS QUAD   -  BLUEFIELD (1979)
 GX1499
 GX1499                         *CURRENT SURVEY CONTROL
 GX1499  ___________________________________________________________________
 GX1499* NAD 83(1986)-  37 16 10.     (N)    081 10 28.     (W)     SCALED    
 GX1499* NAVD 88     -       794.787  (meters)    2607.56   (feet)  ADJUSTED  
 GX1499  ___________________________________________________________________
 GX1499  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX1499  DYNAMIC HT  -         794.081 (meters)    2605.25  (feet)  COMP
 GX1499  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 GX1499
 GX1499  VERT ORDER  -  FIRST     CLASS II
 GX1499
 GX1499.The horizontal coordinates were scaled from a topographic map and have
 GX1499.an estimated accuracy of +/- 6 seconds.
 GX1499
 GX1499.The orthometric height was determined by differential leveling
 GX1499.and adjusted by the National Geodetic Survey in June 1991..
 GX1499
 GX1499.The geoid height was determined by GEOID03.
 GX1499
 GX1499.The dynamic height is computed by dividing the NAVD 88
 GX1499.geopotential number by the normal gravity value computed on the
 GX1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1499.degrees latitude (g = 980.6199 gals.).
 GX1499
 GX1499.The modeled gravity was interpolated from observed gravity values.
 GX1499
 GX1499;                    North         East    Units  Estimated Accuracy
 GX1499;SPC WV S     -    29,920.      584,530.      MT  (+/- 180 meters Scaled)
 GX1499
 GX1499                          SUPERSEDED SURVEY CONTROL
 GX1499
 GX1499  NGVD 29 (??/??/92)  794.872  (m)         2607.84   (f) ADJ UNCH    1 2
 GX1499
 GX1499.Superseded values are not recommended for survey control.
 GX1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1499.See file dsdata.txt to determine how the superseded data were derived.
 GX1499
 GX1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB845247(NAD 83)
 GX1499_MARKER: DB = BENCH MARK DISK
 GX1499_SETTING: 66 = SET IN ROCK OUTCROP
 GX1499_SP_SET: ROCK OUTCROP
 GX1499_STAMPING: W 235 1963
 GX1499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1499+STABILITY: POSITION/ELEVATION WELL
 GX1499
 GX1499  HISTORY     - Date     Condition        Report By
 GX1499  HISTORY     - 1963     MONUMENTED       CGS
 GX1499
 GX1499                          STATION DESCRIPTION
 GX1499
 GX1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1499'3.7 MI SE FROM BLUEFIELD.
 GX1499'ABOUT 1.45 MILES SOUTH ALONG U.S. HIGHWAYS 21 AND 52 FROM THE
 GX1499'POST OFFICE IN BLUEFIELD, THEN TURN EAST ALONG U.S. 21 BY-PASS
 GX1499'FOR 1.0 MILE TO THE JUNCTION OF A BLACK TOP ROAD, CONTINUE EAST
 GX1499'ON THE BLACK TOP ROAD FOR 1.25 MILES.  THE MARK IS LOCATED ABOUT
 GX1499'0.2 MILE NORTHEAST OF A LARGE TWO STORY WHITE FRAME HOUSE, IN
 GX1499'OUTCROPPING ROCK PROJECTING ABOUT 2 FEET ABOVE THE GROUND, 25
 GX1499'FEET SOUTHEAST OF THE CENTER OF THE BLACK TOP ROAD, 13.2 FEET
 GX1499'EAST OF POWER LINE POLE NO 853, 4 FEET NORTHWEST OF A FENCE LINE,
 GX1499'4.6 EAST OF A STANDARD METAL WITNESS SIGN AND ABOUT LEVEL WITH
 GX1499'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1354 ***********************************************************************
 HX1354  DESIGNATION -  W 235
 HX1354  PID         -  HX1354
 HX1354  STATE/COUNTY-  WV/NICHOLAS
 HX1354  USGS QUAD   -  NETTIE (1995)
 HX1354
 HX1354                         *CURRENT SURVEY CONTROL
 HX1354  ___________________________________________________________________
 HX1354* NAD 83(1986)-  38 08 39.     (N)    080 43 39.     (W)     SCALED    
 HX1354* NAVD 88     -       727.949  (meters)    2388.28   (feet)  ADJUSTED  
 HX1354  ___________________________________________________________________
 HX1354  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HX1354  DYNAMIC HT  -         727.360 (meters)    2386.35  (feet)  COMP
 HX1354  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 HX1354
 HX1354  VERT ORDER  -  SECOND    CLASS 0
 HX1354
 HX1354.The horizontal coordinates were scaled from a topographic map and have
 HX1354.an estimated accuracy of +/- 6 seconds.
 HX1354
 HX1354.The orthometric height was determined by differential leveling
 HX1354.and adjusted by the National Geodetic Survey in June 1991..
 HX1354
 HX1354.The geoid height was determined by GEOID03.
 HX1354
 HX1354.The dynamic height is computed by dividing the NAVD 88
 HX1354.geopotential number by the normal gravity value computed on the
 HX1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1354.degrees latitude (g = 980.6199 gals.).
 HX1354
 HX1354.The modeled gravity was interpolated from observed gravity values.
 HX1354
 HX1354;                    North         East    Units  Estimated Accuracy
 HX1354;SPC WV S     -   127,020.      623,890.      MT  (+/- 180 meters Scaled)
 HX1354
 HX1354                          SUPERSEDED SURVEY CONTROL
 HX1354
 HX1354  NGVD 29 (??/??/92)  728.088  (m)         2388.74   (f) ADJ UNCH    2 0
 HX1354
 HX1354.Superseded values are not recommended for survey control.
 HX1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1354.See file dsdata.txt to determine how the superseded data were derived.
 HX1354
 HX1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC238218(NAD 83)
 HX1354_MARKER: DB = BENCH MARK DISK
 HX1354_SETTING: 66 = SET IN ROCK OUTCROP
 HX1354_SP_SET: ROCK LEDGE
 HX1354_STAMPING: W 235 1962
 HX1354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1354+STABILITY: POSITION/ELEVATION WELL
 HX1354
 HX1354  HISTORY     - Date     Condition        Report By
 HX1354  HISTORY     - 1962     MONUMENTED       CGS
 HX1354
 HX1354                          STATION DESCRIPTION
 HX1354
 HX1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1354'3.1 MI W FROM LEIVASY.
 HX1354'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX1354'AT LEIVASY, THENCE ABOUT 2.8 MILES WEST ALONG A BLACK TOP ROAD,
 HX1354'ABOUT 0.65 MILES WEST OF A 45 FOOT BRIDGE OVER HOMINY CREEK,
 HX1354'ABOUT 0.6 MILES WEST OF THE JUNCTION OF A BLACK TOP ROAD NORTH
 HX1354'TO HOMINY MILLS, ABOUT 0.3 MILES NORTHWEST OF THE HOMINY FALLS
 HX1354'SCHOOL, SET ON TOP OF A NARROW LEDGE ABOUT 1 1/2 FEET LONG ON
 HX1354'THE SOUTHWEST FACE OF A ROCK ABOUT 20 FEET LONG PROJECTING 4
 HX1354'FEET AND IS PART OF A 12 FOOT HIGH CUT, 6 FEET SOUTHEAST OF THE
 HX1354'NORTHWEST END OF THE ROCK, AND ABOUT 6 FEET ABOVE THE LEVEL OF
 HX1354'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1403 ***********************************************************************
 HX1403  DESIGNATION -  W 236
 HX1403  PID         -  HX1403
 HX1403  STATE/COUNTY-  WV/NICHOLAS
 HX1403  USGS QUAD   -  CORLISS (1976)
 HX1403
 HX1403                         *CURRENT SURVEY CONTROL
 HX1403  ___________________________________________________________________
 HX1403* NAD 83(1986)-  38 05 43.     (N)    080 48 15.     (W)     SCALED    
 HX1403* NAVD 88     -       901.826  (meters)    2958.74   (feet)  ADJUSTED  
 HX1403  ___________________________________________________________________
 HX1403  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HX1403  DYNAMIC HT  -         901.109 (meters)    2956.39  (feet)  COMP
 HX1403  MODELED GRAV-     979,802.0   (mgal)                       NAVD 88
 HX1403
 HX1403  VERT ORDER  -  SECOND    CLASS 0
 HX1403
 HX1403.The horizontal coordinates were scaled from a topographic map and have
 HX1403.an estimated accuracy of +/- 6 seconds.
 HX1403
 HX1403.The orthometric height was determined by differential leveling
 HX1403.and adjusted by the National Geodetic Survey in June 1991..
 HX1403
 HX1403.The geoid height was determined by GEOID03.
 HX1403
 HX1403.The dynamic height is computed by dividing the NAVD 88
 HX1403.geopotential number by the normal gravity value computed on the
 HX1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1403.degrees latitude (g = 980.6199 gals.).
 HX1403
 HX1403.The modeled gravity was interpolated from observed gravity values.
 HX1403
 HX1403;                    North         East    Units  Estimated Accuracy
 HX1403;SPC WV S     -   121,580.      617,180.      MT  (+/- 180 meters Scaled)
 HX1403
 HX1403                          SUPERSEDED SURVEY CONTROL
 HX1403
 HX1403  NGVD 29 (??/??/92)  901.992  (m)         2959.29   (f) ADJ UNCH    2 0
 HX1403
 HX1403.Superseded values are not recommended for survey control.
 HX1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1403.See file dsdata.txt to determine how the superseded data were derived.
 HX1403
 HX1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC171164(NAD 83)
 HX1403_MARKER: DB = BENCH MARK DISK
 HX1403_SETTING: 66 = SET IN ROCK OUTCROP
 HX1403_SP_SET: ROCK LEDGE
 HX1403_STAMPING: W 236 1962
 HX1403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1403+STABILITY: POSITION/ELEVATION WELL
 HX1403
 HX1403  HISTORY     - Date     Condition        Report By
 HX1403  HISTORY     - 1962     MONUMENTED       CGS
 HX1403
 HX1403                          STATION DESCRIPTION
 HX1403
 HX1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1403'7.2 MI NE FROM RUSSELLVILLE.
 HX1403'ABOUT 7.2 MILES NORTHEAST ALONG A BLACK TOP AND GRADED ROAD FROM
 HX1403'THE POST OFFICE AT RUSSELLVILLE, ABOUT 0.45 MILES SOUTHEAST OF
 HX1403'A SMALL WHITE CHURCH ON SUGARGROVE KNOB, AT THE JUNCTION OF A
 HX1403'GRADED ROAD THAT LEADS SOUTHEAST TO QUINWOOD, SET IN THE TOP OF A
 HX1403'ROCK LEDGE THAT IS ABOUT 30 FEET LONG, 3.5 FEET HIGH, 45 FEET
 HX1403'WEST OF THE CENTER LINE OF THE JUNCTION OF THE SOUTHWEST LEG OF
 HX1403'THE ROAD SOUTHEAST, 17 FEET NORTHWEST OF THE CENTER LINE OF THE
 HX1403'ROAD TO THE SOUTHWEST, 10 FEET NORTHEAST OF THE SOUTHWEST END
 HX1403'OF THE ROCK, 1 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK,
 HX1403'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1270 ***********************************************************************
 HX1270  DESIGNATION -  W 237
 HX1270  PID         -  HX1270
 HX1270  STATE/COUNTY-  WV/NICHOLAS
 HX1270  USGS QUAD   -  RICHWOOD (1995)
 HX1270
 HX1270                         *CURRENT SURVEY CONTROL
 HX1270  ___________________________________________________________________
 HX1270* NAD 83(1986)-  38 13 18.     (N)    080 33 46.     (W)     SCALED    
 HX1270* NAVD 88     -       658.449  (meters)    2160.26   (feet)  ADJUSTED  
 HX1270  ___________________________________________________________________
 HX1270  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HX1270  DYNAMIC HT  -         657.925 (meters)    2158.54  (feet)  COMP
 HX1270  MODELED GRAV-     979,811.5   (mgal)                       NAVD 88
 HX1270
 HX1270  VERT ORDER  -  SECOND    CLASS 0
 HX1270
 HX1270.The horizontal coordinates were scaled from a topographic map and have
 HX1270.an estimated accuracy of +/- 6 seconds.
 HX1270
 HX1270.The orthometric height was determined by differential leveling
 HX1270.and adjusted by the National Geodetic Survey in June 1991..
 HX1270
 HX1270.The geoid height was determined by GEOID03.
 HX1270
 HX1270.The dynamic height is computed by dividing the NAVD 88
 HX1270.geopotential number by the normal gravity value computed on the
 HX1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1270.degrees latitude (g = 980.6199 gals.).
 HX1270
 HX1270.The modeled gravity was interpolated from observed gravity values.
 HX1270
 HX1270;                    North         East    Units  Estimated Accuracy
 HX1270;SPC WV S     -   135,680.      638,280.      MT  (+/- 180 meters Scaled)
 HX1270
 HX1270                          SUPERSEDED SURVEY CONTROL
 HX1270
 HX1270  NGVD 29 (??/??/92)  658.586  (m)         2160.71   (f) ADJ UNCH    2 0
 HX1270
 HX1270.Superseded values are not recommended for survey control.
 HX1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1270.See file dsdata.txt to determine how the superseded data were derived.
 HX1270
 HX1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC382305(NAD 83)
 HX1270_MARKER: DB = BENCH MARK DISK
 HX1270_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1270_SP_SET: UNSPECIFIED ROCK
 HX1270_STAMPING: W 237 1962
 HX1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1270
 HX1270  HISTORY     - Date     Condition        Report By
 HX1270  HISTORY     - 1962     MONUMENTED       CGS
 HX1270
 HX1270                          STATION DESCRIPTION
 HX1270
 HX1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1270'1.5 MI E FROM FENWICK.
 HX1270'ABOUT 1.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILWAY FROM
 HX1270'STATE HIGHWAY BRIDGE OVER CHERRY RIVER AT FENWICK, ON THE INSIDE
 HX1270'AT THE WEST END OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND
 HX1270'SOUTH, AT MILEPOLE 142-25, SET VERTICALLY ON THE NORTHEAST FACE
 HX1270'OF THE NORTH CORNER OF A ROCK BETWEEN THE RAILWAY AND THE
 HX1270'CHERRY RIVER ABOUT 45 FEET BY 30 FEET WIDE PROJECTING 12 FEET,
 HX1270'23 FEET SOUTH OF THE SOUTH RAIL, 4 FEET SOUTHEAST OF THE NORTH
 HX1270'CORNER OF THE ROCK, ABOUT 2 1/2 FEET ABOVE THE GROUND, AND ABOUT
 HX1270'LEVEL WITH THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1305 ***********************************************************************
 HX1305  DESIGNATION -  W 238
 HX1305  PID         -  HX1305
 HX1305  STATE/COUNTY-  WV/GREENBRIER
 HX1305  USGS QUAD   -  RICHWOOD (1995)
 HX1305
 HX1305                         *CURRENT SURVEY CONTROL
 HX1305  ___________________________________________________________________
 HX1305* NAD 83(1986)-  38 09 35.     (N)    080 30 19.     (W)     SCALED    
 HX1305* NAVD 88     -      1092.675  (meters)    3584.88   (feet)  ADJUSTED  
 HX1305  ___________________________________________________________________
 HX1305  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX1305  DYNAMIC HT  -        1091.766 (meters)    3581.90  (feet)  COMP
 HX1305  MODELED GRAV-     979,758.0   (mgal)                       NAVD 88
 HX1305
 HX1305  VERT ORDER  -  SECOND    CLASS 0
 HX1305
 HX1305.The horizontal coordinates were scaled from a topographic map and have
 HX1305.an estimated accuracy of +/- 6 seconds.
 HX1305
 HX1305.The orthometric height was determined by differential leveling
 HX1305.and adjusted by the National Geodetic Survey in June 1991..
 HX1305
 HX1305.The geoid height was determined by GEOID03.
 HX1305
 HX1305.The dynamic height is computed by dividing the NAVD 88
 HX1305.geopotential number by the normal gravity value computed on the
 HX1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1305.degrees latitude (g = 980.6199 gals.).
 HX1305
 HX1305.The modeled gravity was interpolated from observed gravity values.
 HX1305
 HX1305;                    North         East    Units  Estimated Accuracy
 HX1305;SPC WV S     -   128,830.      643,360.      MT  (+/- 180 meters Scaled)
 HX1305
 HX1305                          SUPERSEDED SURVEY CONTROL
 HX1305
 HX1305  NGVD 29 (??/??/92) 1092.807  (m)         3585.32   (f) ADJ UNCH    2 0
 HX1305
 HX1305.Superseded values are not recommended for survey control.
 HX1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1305.See file dsdata.txt to determine how the superseded data were derived.
 HX1305
 HX1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC433236(NAD 83)
 HX1305_MARKER: DB = BENCH MARK DISK
 HX1305_SETTING: 80 = SET IN A BOULDER
 HX1305_SP_SET: BOULDER
 HX1305_STAMPING: W 238 1962
 HX1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1305+STABILITY: SURFACE MOTION
 HX1305
 HX1305  HISTORY     - Date     Condition        Report By
 HX1305  HISTORY     - 1962     MONUMENTED       CGS
 HX1305
 HX1305                          STATION DESCRIPTION
 HX1305
 HX1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1305'5.4 MI S FROM RICHWOOD.
 HX1305'ABOUT 5.4 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION
 HX1305'OF RIVERSIDE DRIVE AT RICHWOOD, ON THE OUTSIDE OF A CURVE WITH
 HX1305'TANGENTS EXTENDING NORTHWEST AND SOUTH, SET IN THE TOP OF NORTH
 HX1305'EDGE OF A TRIANGULAR SHAPED BOULDER THAT IS 18 FEET LONG-BY-12
 HX1305'FEET WIDE, 28 FEET WEST OF CENTER LINE OF ROAD, 7 FEET WEST OF
 HX1305'NORTHEAST CORNER OF BOULDER, 1.7 FEET SOUTH OF NORTH EDGE OF
 HX1305'BOULDER, AND IS 5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1216 ***********************************************************************
 HX1216  DESIGNATION -  W 239
 HX1216  PID         -  HX1216
 HX1216  STATE/COUNTY-  WV/WEBSTER
 HX1216  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1216
 HX1216                         *CURRENT SURVEY CONTROL
 HX1216  ___________________________________________________________________
 HX1216* NAD 83(1986)-  38 20 55.     (N)    080 33 38.     (W)     SCALED    
 HX1216* NAVD 88     -       778.627  (meters)    2554.55   (feet)  ADJUSTED  
 HX1216  ___________________________________________________________________
 HX1216  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HX1216  DYNAMIC HT  -         778.028 (meters)    2552.58  (feet)  COMP
 HX1216  MODELED GRAV-     979,832.3   (mgal)                       NAVD 88
 HX1216
 HX1216  VERT ORDER  -  SECOND    CLASS 0
 HX1216
 HX1216.The horizontal coordinates were scaled from a topographic map and have
 HX1216.an estimated accuracy of +/- 6 seconds.
 HX1216
 HX1216.The orthometric height was determined by differential leveling
 HX1216.and adjusted by the National Geodetic Survey in June 1991..
 HX1216
 HX1216.The geoid height was determined by GEOID03.
 HX1216
 HX1216.The dynamic height is computed by dividing the NAVD 88
 HX1216.geopotential number by the normal gravity value computed on the
 HX1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1216.degrees latitude (g = 980.6199 gals.).
 HX1216
 HX1216.The modeled gravity was interpolated from observed gravity values.
 HX1216
 HX1216;                    North         East    Units  Estimated Accuracy
 HX1216;SPC WV S     -   149,770.      638,410.      MT  (+/- 180 meters Scaled)
 HX1216
 HX1216                          SUPERSEDED SURVEY CONTROL
 HX1216
 HX1216  NGVD 29 (??/??/92)  778.780  (m)         2555.05   (f) ADJ UNCH    2 0
 HX1216
 HX1216.Superseded values are not recommended for survey control.
 HX1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1216.See file dsdata.txt to determine how the superseded data were derived.
 HX1216
 HX1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC383445(NAD 83)
 HX1216_MARKER: DB = BENCH MARK DISK
 HX1216_SETTING: 66 = SET IN ROCK OUTCROP
 HX1216_SP_SET: ROCK CUT
 HX1216_STAMPING: W 239 1962
 HX1216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1216+STABILITY: POSITION/ELEVATION WELL
 HX1216
 HX1216  HISTORY     - Date     Condition        Report By
 HX1216  HISTORY     - 1962     MONUMENTED       CGS
 HX1216
 HX1216                          STATION DESCRIPTION
 HX1216
 HX1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1216'2.3 MI SE FROM CAMDEN ON GAULEY.
 HX1216'ABOUT 2.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 HX1216'OVER THE GAULEY RIVER AT CAMDEN ON GAULEY, ABOUT 0.7 MILE
 HX1216'SOUTHEAST OF A GRADED ROAD SOUTH, ON THE NORTHEAST SLOPE OF A
 HX1216'SHORT STEEP HILL, ABOUT 25 YARDS NORTHEAST OF A DRIVE LEADING
 HX1216'NORTH TO A ONE STORY HOUSE WITH A RED BRICK SIDING, SET VERTICALLY
 HX1216'IN THE EAST FACE OF A OFFSET IN THE SOUTHEAST FACE OF A ROCK CUT
 HX1216'THAT IS ABOUT 25 YARDS LONG BY 4-FOOT HIGH, 13 1/2 FEET NORTHWEST
 HX1216'OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT ABOVE THE LEVEL
 HX1216'OF THE GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0968 ***********************************************************************
 JW0968  DESIGNATION -  W 24
 JW0968  PID         -  JW0968
 JW0968  STATE/COUNTY-  WV/PRESTON
 JW0968  USGS QUAD   -  MASONTOWN (1976)
 JW0968
 JW0968                         *CURRENT SURVEY CONTROL
 JW0968  ___________________________________________________________________
 JW0968* NAD 83(1986)-  39 32 35.     (N)    079 48 41.     (W)     SCALED    
 JW0968* NAVD 88     -       516.145  (meters)    1693.39   (feet)  ADJUSTED  
 JW0968  ___________________________________________________________________
 JW0968  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JW0968  DYNAMIC HT  -         515.819 (meters)    1692.32  (feet)  COMP
 JW0968  MODELED GRAV-     979,977.5   (mgal)                       NAVD 88
 JW0968
 JW0968  VERT ORDER  -  SECOND    CLASS 0
 JW0968
 JW0968.The horizontal coordinates were scaled from a topographic map and have
 JW0968.an estimated accuracy of +/- 6 seconds.
 JW0968
 JW0968.The orthometric height was determined by differential leveling
 JW0968.and adjusted by the National Geodetic Survey in June 1991..
 JW0968
 JW0968.The geoid height was determined by GEOID03.
 JW0968
 JW0968.The dynamic height is computed by dividing the NAVD 88
 JW0968.geopotential number by the normal gravity value computed on the
 JW0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0968.degrees latitude (g = 980.6199 gals.).
 JW0968
 JW0968.The modeled gravity was interpolated from observed gravity values.
 JW0968
 JW0968;                    North         East    Units  Estimated Accuracy
 JW0968;SPC WV N     -   115,840.      573,240.      MT  (+/- 180 meters Scaled)
 JW0968
 JW0968                          SUPERSEDED SURVEY CONTROL
 JW0968
 JW0968  NGVD 29 (??/??/92)  516.264  (m)         1693.78   (f) ADJ UNCH    2 0
 JW0968
 JW0968.Superseded values are not recommended for survey control.
 JW0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0968.See file dsdata.txt to determine how the superseded data were derived.
 JW0968
 JW0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD021777(NAD 83)
 JW0968_MARKER: DB = BENCH MARK DISK
 JW0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0968_STAMPING: W 24 1935
 JW0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0968+STABILITY: SURFACE MOTION
 JW0968
 JW0968  HISTORY     - Date     Condition        Report By
 JW0968  HISTORY     - 1935     MONUMENTED       CGS
 JW0968  HISTORY     - 1957     MARK NOT FOUND   NGS
 JW0968
 JW0968                          STATION DESCRIPTION
 JW0968
 JW0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JW0968'1.7 MI SE FROM MASONTOWN.
 JW0968'1.7 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0968'THE STATION AT MASONTOWN, PRESTON COUNTY, 4 POLES NORTHEAST OF
 JW0968'MILEPOST 15, ABOUT 120 FEET NORTH OF A BRIDGE OVER A CREEK, AND
 JW0968'20 FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED W 24 1935
 JW0968'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0836 ***********************************************************************
 HX0836  DESIGNATION -  W 240
 HX0836  PID         -  HX0836
 HX0836  STATE/COUNTY-  WV/WEBSTER
 HX0836  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0836
 HX0836                         *CURRENT SURVEY CONTROL
 HX0836  ___________________________________________________________________
 HX0836* NAD 83(1986)-  38 20 54.     (N)    080 29 32.     (W)     SCALED    
 HX0836* NAVD 88     -       900.465  (meters)    2954.28   (feet)  ADJUSTED  
 HX0836  ___________________________________________________________________
 HX0836  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX0836  DYNAMIC HT  -         899.737 (meters)    2951.89  (feet)  COMP
 HX0836  MODELED GRAV-     979,788.8   (mgal)                       NAVD 88
 HX0836
 HX0836  VERT ORDER  -  SECOND    CLASS 0
 HX0836
 HX0836.The horizontal coordinates were scaled from a topographic map and have
 HX0836.an estimated accuracy of +/- 6 seconds.
 HX0836
 HX0836.The orthometric height was determined by differential leveling
 HX0836.and adjusted by the National Geodetic Survey in June 1991..
 HX0836
 HX0836.The geoid height was determined by GEOID03.
 HX0836
 HX0836.The dynamic height is computed by dividing the NAVD 88
 HX0836.geopotential number by the normal gravity value computed on the
 HX0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0836.degrees latitude (g = 980.6199 gals.).
 HX0836
 HX0836.The modeled gravity was interpolated from observed gravity values.
 HX0836
 HX0836;                    North         East    Units  Estimated Accuracy
 HX0836;SPC WV S     -   149,770.      644,380.      MT  (+/- 180 meters Scaled)
 HX0836
 HX0836                          SUPERSEDED SURVEY CONTROL
 HX0836
 HX0836  NGVD 29 (??/??/92)  900.591  (m)         2954.69   (f) ADJ UNCH    2 0
 HX0836
 HX0836.Superseded values are not recommended for survey control.
 HX0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0836.See file dsdata.txt to determine how the superseded data were derived.
 HX0836
 HX0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC443445(NAD 83)
 HX0836_MARKER: DB = BENCH MARK DISK
 HX0836_SETTING: 66 = SET IN ROCK OUTCROP
 HX0836_SP_SET: ROCK LEDGE
 HX0836_STAMPING: W 240 1962
 HX0836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0836+STABILITY: POSITION/ELEVATION WELL
 HX0836
 HX0836  HISTORY     - Date     Condition        Report By
 HX0836  HISTORY     - 1962     MONUMENTED       CGS
 HX0836
 HX0836                          STATION DESCRIPTION
 HX0836
 HX0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0836'2.7 MI SW FROM DYER.
 HX0836'2.7 MILES SOUTHWEST ALONG FOREST SERVICE ROAD 101 FROM THE
 HX0836'FOOTBRIDGE OVER WILLIAMS RIVER AT DYER, ABOUT 90 YARDS NORTHEAST
 HX0836'OF THE JUNCTION OF A GRADED ROAD NORTH TO MILLS MOUNTAIN CHURCH,
 HX0836'SET IN THE TOP OF THE SOUTHEAST EDGE OF A ROCK LEDGE THAT IS
 HX0836'ABOUT 45 FEET LONG, 7 FEET HIGH AT THE MARK, 17.5 FEET NORTHWEST
 HX0836'OF THE CENTER LINE OF THE ROAD, ABOUT 12.5 FEET NORTHEAST OF THE
 HX0836'SOUTHWEST END OF THE ROCK, 0.4 FEET NORTHWEST OF THE SOUTHEAST
 HX0836'EDGE OF THE ROCK, AND 6.5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0818 ***********************************************************************
 HX0818  DESIGNATION -  W 241
 HX0818  PID         -  HX0818
 HX0818  STATE/COUNTY-  WV/WEBSTER
 HX0818  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0818
 HX0818                         *CURRENT SURVEY CONTROL
 HX0818  ___________________________________________________________________
 HX0818* NAD 83(1986)-  38 15 50.     (N)    080 22 24.     (W)     SCALED    
 HX0818* NAVD 88     -       897.907  (meters)    2945.88   (feet)  ADJUSTED  
 HX0818  ___________________________________________________________________
 HX0818  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HX0818  DYNAMIC HT  -         897.157 (meters)    2943.42  (feet)  COMP
 HX0818  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 HX0818
 HX0818  VERT ORDER  -  SECOND    CLASS 0
 HX0818
 HX0818.The horizontal coordinates were scaled from a topographic map and have
 HX0818.an estimated accuracy of +/- 6 seconds.
 HX0818
 HX0818.The orthometric height was determined by differential leveling
 HX0818.and adjusted by the National Geodetic Survey in June 1991..
 HX0818
 HX0818.The geoid height was determined by GEOID03.
 HX0818
 HX0818.The dynamic height is computed by dividing the NAVD 88
 HX0818.geopotential number by the normal gravity value computed on the
 HX0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0818.degrees latitude (g = 980.6199 gals.).
 HX0818
 HX0818.The modeled gravity was interpolated from observed gravity values.
 HX0818
 HX0818;                    North         East    Units  Estimated Accuracy
 HX0818;SPC WV S     -   140,460.      654,840.      MT  (+/- 180 meters Scaled)
 HX0818
 HX0818                          SUPERSEDED SURVEY CONTROL
 HX0818
 HX0818  NGVD 29 (??/??/92)  897.998  (m)         2946.18   (f) ADJ UNCH    2 0
 HX0818
 HX0818.Superseded values are not recommended for survey control.
 HX0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0818.See file dsdata.txt to determine how the superseded data were derived.
 HX0818
 HX0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC548352(NAD 83)
 HX0818_MARKER: DB = BENCH MARK DISK
 HX0818_SETTING: 80 = SET IN A BOULDER
 HX0818_SP_SET: BOULDER
 HX0818_STAMPING: W 241 1962
 HX0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0818+STABILITY: SURFACE MOTION
 HX0818
 HX0818  HISTORY     - Date     Condition        Report By
 HX0818  HISTORY     - 1962     MONUMENTED       CGS
 HX0818
 HX0818                          STATION DESCRIPTION
 HX0818
 HX0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0818'14.9 MI SE FROM DYER.
 HX0818'5.9 MILES SOUTHWEST AND SOUTHEAST ALONG FOREST SERVICE ROAD
 HX0818'101 FROM THE FOOTBRIDGE OVER WILLIAMS RIVER AT DYER, THENCE 9.0
 HX0818'MILES SOUTHEAST ALONG FOREST SERVICE ROAD 76, ABOUT 0.6 MILE
 HX0818'EAST OF JUNCTION OF FOREST SERVICE ROAD 78 LEADING SOUTHEAST,
 HX0818'ABOUT 0.2 MILE WEST OF NORTON RUN, SET VERTICALLY IN WEST FACE
 HX0818'OF A 40 FOOT LONG-BY-20 FOOT WIDE BOULDER THAT SLOPES FROM 7 FEET
 HX0818'HIGH ON NORTH SIDE TO GROUND LEVEL ON SOUTH SIDE, 9 FEET SOUTH
 HX0818'OF NORTH CORNER OF BOULDER, 2 FEET ABOVE GROUND, 34 FEET NORTH
 HX0818'OF CENTER LINE OF ROAD, AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0864 ***********************************************************************
 HX0864  DESIGNATION -  W 242
 HX0864  PID         -  HX0864
 HX0864  STATE/COUNTY-  WV/GREENBRIER
 HX0864  USGS QUAD   -  LOBELIA (1995)
 HX0864
 HX0864                         *CURRENT SURVEY CONTROL
 HX0864  ___________________________________________________________________
 HX0864* NAD 83(1986)-  38 12 10.     (N)    080 22 24.     (W)     SCALED    
 HX0864* NAVD 88     -      1006.857  (meters)    3303.33   (feet)  ADJUSTED  
 HX0864  ___________________________________________________________________
 HX0864  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HX0864  DYNAMIC HT  -        1006.002 (meters)    3300.52  (feet)  COMP
 HX0864  MODELED GRAV-     979,745.2   (mgal)                       NAVD 88
 HX0864
 HX0864  VERT ORDER  -  SECOND    CLASS 0
 HX0864
 HX0864.The horizontal coordinates were scaled from a topographic map and have
 HX0864.an estimated accuracy of +/- 6 seconds.
 HX0864
 HX0864.The orthometric height was determined by differential leveling
 HX0864.and adjusted by the National Geodetic Survey in June 1991..
 HX0864
 HX0864.The geoid height was determined by GEOID03.
 HX0864
 HX0864.The dynamic height is computed by dividing the NAVD 88
 HX0864.geopotential number by the normal gravity value computed on the
 HX0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0864.degrees latitude (g = 980.6199 gals.).
 HX0864
 HX0864.The modeled gravity was interpolated from observed gravity values.
 HX0864
 HX0864;                    North         East    Units  Estimated Accuracy
 HX0864;SPC WV S     -   133,680.      654,890.      MT  (+/- 180 meters Scaled)
 HX0864
 HX0864                          SUPERSEDED SURVEY CONTROL
 HX0864
 HX0864  NGVD 29 (??/??/92) 1006.936  (m)         3303.59   (f) ADJ UNCH    2 0
 HX0864
 HX0864.Superseded values are not recommended for survey control.
 HX0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0864.See file dsdata.txt to determine how the superseded data were derived.
 HX0864
 HX0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC548285(NAD 83)
 HX0864_MARKER: DB = BENCH MARK DISK
 HX0864_SETTING: 66 = SET IN ROCK OUTCROP
 HX0864_SP_SET: ROCK CUT
 HX0864_STAMPING: W 242 1962
 HX0864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0864+STABILITY: POSITION/ELEVATION WELL
 HX0864
 HX0864  HISTORY     - Date     Condition        Report By
 HX0864  HISTORY     - 1962     MONUMENTED       CGS
 HX0864
 HX0864                          STATION DESCRIPTION
 HX0864
 HX0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0864'14.5 MI E FROM RICHWOOD.
 HX0864'14.5 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 HX0864'AT RICHWOOD, ON THE OUTSIDE OF A CURVE AT THE SOUTHEAST END WITH
 HX0864'TANGENTS EXTENDING TO THE NORTH AND SOUTHEAST, SET ON TOP OF THE
 HX0864'NORTH END OF A ROCK THAT IS ABOUT 10-FOOT LONG BY 4-FOOT HIGH
 HX0864'WHICH IS A PART OF A 15-FOOT HIGH CUT, 24 FEET NORTHWEST OF THE
 HX0864'SOUTHWEST END OF A 18-INCH PIPE CULVERT WHICH HAS A CONCRETE HEAD
 HX0864'WALL, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 HX0864'SOUTH OF THE NORTH END OF THE ROCK, AND ABOUT 4 FEET ABOVE THE
 HX0864'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0966 ***********************************************************************
 HX0966  DESIGNATION -  W 243
 HX0966  PID         -  HX0966
 HX0966  STATE/COUNTY-  WV/GREENBRIER
 HX0966  USGS QUAD   -  TROUT (1995)
 HX0966
 HX0966                         *CURRENT SURVEY CONTROL
 HX0966  ___________________________________________________________________
 HX0966* NAD 83(1986)-  38 03 30.     (N)    080 28 47.     (W)     SCALED    
 HX0966* NAVD 88     -      1210.513  (meters)    3971.49   (feet)  ADJUSTED  
 HX0966  ___________________________________________________________________
 HX0966  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX0966  DYNAMIC HT  -        1209.452 (meters)    3968.01  (feet)  COMP
 HX0966  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 HX0966
 HX0966  VERT ORDER  -  SECOND    CLASS 0
 HX0966
 HX0966.The horizontal coordinates were scaled from a topographic map and have
 HX0966.an estimated accuracy of +/- 6 seconds.
 HX0966
 HX0966.The orthometric height was determined by differential leveling
 HX0966.and adjusted by the National Geodetic Survey in June 1991..
 HX0966
 HX0966.The geoid height was determined by GEOID03.
 HX0966
 HX0966.The dynamic height is computed by dividing the NAVD 88
 HX0966.geopotential number by the normal gravity value computed on the
 HX0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0966.degrees latitude (g = 980.6199 gals.).
 HX0966
 HX0966.The modeled gravity was interpolated from observed gravity values.
 HX0966
 HX0966;                    North         East    Units  Estimated Accuracy
 HX0966;SPC WV S     -   117,590.      645,660.      MT  (+/- 180 meters Scaled)
 HX0966
 HX0966                          SUPERSEDED SURVEY CONTROL
 HX0966
 HX0966  NGVD 29 (??/??/92) 1210.617  (m)         3971.83   (f) ADJ UNCH    2 0
 HX0966
 HX0966.Superseded values are not recommended for survey control.
 HX0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0966.See file dsdata.txt to determine how the superseded data were derived.
 HX0966
 HX0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC456124(NAD 83)
 HX0966_MARKER: DB = BENCH MARK DISK
 HX0966_SETTING: 80 = SET IN A BOULDER
 HX0966_SP_SET: BOULDER
 HX0966_STAMPING: W 243 1962
 HX0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0966+STABILITY: SURFACE MOTION
 HX0966
 HX0966  HISTORY     - Date     Condition        Report By
 HX0966  HISTORY     - 1962     MONUMENTED       CGS
 HX0966  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0966
 HX0966                          STATION DESCRIPTION
 HX0966
 HX0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0966'4.8 MI N FROM TROUT.
 HX0966'4.85 MILES NORTH ALONG A BLACK TOP AND GRADED ROAD FROM THE FIRST
 HX0966'BAPTIST CHURCH, ABOUT 0.55 MILES SOUTH OF ROAD INTERSECTION, ON
 HX0966'THE OUTSIDE OF LONG CURVE WITH TANGENTS EXTENDING NORTH AND
 HX0966'WEST, SET IN THE TOP OF SOUTH CORNER OF A ROCK THAT IS ABOUT
 HX0966'18 FEET LONG BY 12 FEET WIDE AT SOUTHEAST END, 30 FEET SOUTHEAST
 HX0966'OF CENTER LINE OF ROAD, 4.2 FEET NORTH OF SOUTH CORNER OF THE
 HX0966'ROCK, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0966
 HX0966                          STATION RECOVERY (1973)
 HX0966
 HX0966'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0671 ***********************************************************************
 HX0671  DESIGNATION -  W 244
 HX0671  PID         -  HX0671
 HX0671  STATE/COUNTY-  WV/WEBSTER
 HX0671  USGS QUAD   -  BERGOO (1995)
 HX0671
 HX0671                         *CURRENT SURVEY CONTROL
 HX0671  ___________________________________________________________________
 HX0671* NAD 83(1986)-  38 25 38.     (N)    080 18 44.     (W)     SCALED    
 HX0671* NAVD 88     -       743.601  (meters)    2439.63   (feet)  ADJUSTED  
 HX0671  ___________________________________________________________________
 HX0671  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX0671  DYNAMIC HT  -         743.019 (meters)    2437.72  (feet)  COMP
 HX0671  MODELED GRAV-     979,820.9   (mgal)                       NAVD 88
 HX0671
 HX0671  VERT ORDER  -  SECOND    CLASS 0
 HX0671
 HX0671.The horizontal coordinates were scaled from a topographic map and have
 HX0671.an estimated accuracy of +/- 6 seconds.
 HX0671
 HX0671.The orthometric height was determined by differential leveling
 HX0671.and adjusted by the National Geodetic Survey in June 1991..
 HX0671
 HX0671.The geoid height was determined by GEOID03.
 HX0671
 HX0671.The dynamic height is computed by dividing the NAVD 88
 HX0671.geopotential number by the normal gravity value computed on the
 HX0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0671.degrees latitude (g = 980.6199 gals.).
 HX0671
 HX0671.The modeled gravity was interpolated from observed gravity values.
 HX0671
 HX0671;                    North         East    Units  Estimated Accuracy
 HX0671;SPC WV S     -   158,630.      660,050.      MT  (+/- 180 meters Scaled)
 HX0671
 HX0671                          SUPERSEDED SURVEY CONTROL
 HX0671
 HX0671  NGVD 29 (??/??/92)  743.732  (m)         2440.06   (f) ADJ UNCH    2 0
 HX0671
 HX0671.Superseded values are not recommended for survey control.
 HX0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0671.See file dsdata.txt to determine how the superseded data were derived.
 HX0671
 HX0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC600534(NAD 83)
 HX0671_MARKER: DB = BENCH MARK DISK
 HX0671_SETTING: 66 = SET IN ROCK OUTCROP
 HX0671_SP_SET: ROCK CUT
 HX0671_STAMPING: W 244 1962
 HX0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0671+STABILITY: POSITION/ELEVATION WELL
 HX0671
 HX0671  HISTORY     - Date     Condition        Report By
 HX0671  HISTORY     - 1962     MONUMENTED       CGS
 HX0671
 HX0671                          STATION DESCRIPTION
 HX0671
 HX0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0671'9.8 MI SE FROM BOLAIR.
 HX0671'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0671'BOLAIR, THENCE 9.6 MILES SOUTHEAST ALONG GAULEY RIVER ROAD,
 HX0671'ABOUT 0.55 MILE EAST OF SPRING RUN, ABOUT 0.7 MILE NORTHWEST
 HX0671'OF A 80 FOOT STEEL BRIDGE OVER THE GAULEY RIVER, SET VERTICALLY
 HX0671'IN THE SOUTH FACE OF A ROCK CUT, DIRECTLY BELOW THE WIDEST POINT
 HX0671'OF A OVERHANGING CLIFF, 47.8 FEET NORTHEAST AND ACROSS THE ROAD
 HX0671'FROM A TELEPHONE 440-230, 17.4 FEET NORTH OF THE CENTER LINE
 HX0671'OF THE ROAD, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0599 ***********************************************************************
 HX0599  DESIGNATION -  W 245
 HX0599  PID         -  HX0599
 HX0599  STATE/COUNTY-  WV/POCAHONTAS
 HX0599  USGS QUAD   -  SHARP KNOB (1995)
 HX0599
 HX0599                         *CURRENT SURVEY CONTROL
 HX0599  ___________________________________________________________________
 HX0599* NAD 83(1986)-  38 25 04.     (N)    080 07 42.     (W)     SCALED    
 HX0599* NAVD 88     -       813.988  (meters)    2670.56   (feet)  ADJUSTED  
 HX0599  ___________________________________________________________________
 HX0599  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0599  DYNAMIC HT  -         813.330 (meters)    2668.40  (feet)  COMP
 HX0599  MODELED GRAV-     979,793.0   (mgal)                       NAVD 88
 HX0599
 HX0599  VERT ORDER  -  SECOND    CLASS 0
 HX0599
 HX0599.The horizontal coordinates were scaled from a topographic map and have
 HX0599.an estimated accuracy of +/- 6 seconds.
 HX0599
 HX0599.The orthometric height was determined by differential leveling
 HX0599.and adjusted by the National Geodetic Survey in June 1991..
 HX0599
 HX0599.The geoid height was determined by GEOID03.
 HX0599
 HX0599.The dynamic height is computed by dividing the NAVD 88
 HX0599.geopotential number by the normal gravity value computed on the
 HX0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0599.degrees latitude (g = 980.6199 gals.).
 HX0599
 HX0599.The modeled gravity was interpolated from observed gravity values.
 HX0599
 HX0599;                    North         East    Units  Estimated Accuracy
 HX0599;SPC WV S     -   157,720.      676,120.      MT  (+/- 180 meters Scaled)
 HX0599
 HX0599                          SUPERSEDED SURVEY CONTROL
 HX0599
 HX0599  NGVD 29 (??/??/92)  814.080  (m)         2670.86   (f) ADJ UNCH    2 0
 HX0599
 HX0599.Superseded values are not recommended for survey control.
 HX0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0599.See file dsdata.txt to determine how the superseded data were derived.
 HX0599
 HX0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC760525(NAD 83)
 HX0599_MARKER: DB = BENCH MARK DISK
 HX0599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0599_SP_SET: ABUTMENT
 HX0599_STAMPING: W 245 1962
 HX0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0599
 HX0599  HISTORY     - Date     Condition        Report By
 HX0599  HISTORY     - 1962     MONUMENTED       CGS
 HX0599
 HX0599                          STATION DESCRIPTION
 HX0599
 HX0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0599'AT SLATY FORK.
 HX0599'AT SLATY FORK, ABOUT 0.35 MILE NORTHWEST ALONG A BLACK TOP ROAD
 HX0599'FROM THE JUNCTION OF U.S. HIGHWAY 219, ON TOP OF THE SOUTHEAST
 HX0599'END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE 150-FOOT RAILROAD
 HX0599'BRIDGE 530 OVER BIG SPRING FORK CREEK, 161 FEET NORTHEAST OF THE
 HX0599'NORTHEAST CORNER OF THE SLATY FORK POST OFFICE, 6 FEET SOUTHEAST
 HX0599'OF THE SOUTHEAST RAIL, 1.4 FEET NORTHWEST OF THE SOUTHEAST END
 HX0599'OF THE ABUTMENT, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0771 ***********************************************************************
 HX0771  DESIGNATION -  W 246
 HX0771  PID         -  HX0771
 HX0771  STATE/COUNTY-  WV/POCAHONTAS
 HX0771  USGS QUAD   -  WOODROW (1995)
 HX0771
 HX0771                         *CURRENT SURVEY CONTROL
 HX0771  ___________________________________________________________________
 HX0771* NAD 83(1986)-  38 16 17.     (N)    080 08 00.     (W)     SCALED    
 HX0771* NAVD 88     -       768.360  (meters)    2520.86   (feet)  ADJUSTED  
 HX0771  ___________________________________________________________________
 HX0771  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HX0771  DYNAMIC HT  -         767.734 (meters)    2518.81  (feet)  COMP
 HX0771  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 HX0771
 HX0771  VERT ORDER  -  SECOND    CLASS 0
 HX0771
 HX0771.The horizontal coordinates were scaled from a topographic map and have
 HX0771.an estimated accuracy of +/- 6 seconds.
 HX0771
 HX0771.The orthometric height was determined by differential leveling
 HX0771.and adjusted by the National Geodetic Survey in June 1991..
 HX0771
 HX0771.The geoid height was determined by GEOID03.
 HX0771
 HX0771.The dynamic height is computed by dividing the NAVD 88
 HX0771.geopotential number by the normal gravity value computed on the
 HX0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0771.degrees latitude (g = 980.6199 gals.).
 HX0771
 HX0771.The modeled gravity was interpolated from observed gravity values.
 HX0771
 HX0771;                    North         East    Units  Estimated Accuracy
 HX0771;SPC WV S     -   141,460.      675,830.      MT  (+/- 180 meters Scaled)
 HX0771
 HX0771                          SUPERSEDED SURVEY CONTROL
 HX0771
 HX0771  NGVD 29 (??/??/92)  768.434  (m)         2521.10   (f) ADJ UNCH    2 0
 HX0771
 HX0771.Superseded values are not recommended for survey control.
 HX0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0771.See file dsdata.txt to determine how the superseded data were derived.
 HX0771
 HX0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC758362(NAD 83)
 HX0771_MARKER: DB = BENCH MARK DISK
 HX0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0771_STAMPING: W 246 1962
 HX0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0771+STABILITY: SURFACE MOTION
 HX0771
 HX0771  HISTORY     - Date     Condition        Report By
 HX0771  HISTORY     - 1962     MONUMENTED       CGS
 HX0771
 HX0771                          STATION DESCRIPTION
 HX0771
 HX0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0771'2 MI E FROM WOODROW.
 HX0771'2.05 MILES EAST ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL AT
 HX0771'WOODROW, ABOUT 0.6 MILE WEST OF THE JUNCTION OF A DRIVE LEADING
 HX0771'NORTH TO A SMALL CEMETERY, ABOUT 0.35 MILE EAST OF THE JUNCTION
 HX0771'OF A GRADED ROAD LEADING SOUTH, SET AT THE BOTTOM OF A LONG
 HX0771'MOUNTAIN GRADE, 22 FEET EAST OF THE CENTER LINE OF THE ROAD, 7
 HX0771'FEET EAST OF THE CENTER LINE OF A WOODEN GATE LEADING INTO A
 HX0771'LARGE PASTURE, 23 FEET EAST OF A FENCE CORNER NORTH BY WEST BY
 HX0771'EAST, 2 FEET SOUTH OF A FENCE LINE, 1.3 FEET WEST OF A STEEL
 HX0771'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IS
 HX0771'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0707 ***********************************************************************
 HX0707  DESIGNATION -  W 247
 HX0707  PID         -  HX0707
 HX0707  STATE/COUNTY-  WV/POCAHONTAS
 HX0707  USGS QUAD   -  SHARP KNOB (1995)
 HX0707
 HX0707                         *CURRENT SURVEY CONTROL
 HX0707  ___________________________________________________________________
 HX0707* NAD 83(1986)-  38 23 35.     (N)    080 11 04.     (W)     SCALED    
 HX0707* NAVD 88     -      1251.333  (meters)    4105.41   (feet)  ADJUSTED  
 HX0707  ___________________________________________________________________
 HX0707  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HX0707  DYNAMIC HT  -        1250.332 (meters)    4102.13  (feet)  COMP
 HX0707  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 HX0707
 HX0707  VERT ORDER  -  SECOND    CLASS 0
 HX0707
 HX0707.The horizontal coordinates were scaled from a topographic map and have
 HX0707.an estimated accuracy of +/- 6 seconds.
 HX0707
 HX0707.The orthometric height was determined by differential leveling
 HX0707.and adjusted by the National Geodetic Survey in June 1991..
 HX0707
 HX0707.The geoid height was determined by GEOID03.
 HX0707
 HX0707.The dynamic height is computed by dividing the NAVD 88
 HX0707.geopotential number by the normal gravity value computed on the
 HX0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0707.degrees latitude (g = 980.6199 gals.).
 HX0707
 HX0707.The modeled gravity was interpolated from observed gravity values.
 HX0707
 HX0707;                    North         East    Units  Estimated Accuracy
 HX0707;SPC WV S     -   154,930.      671,240.      MT  (+/- 180 meters Scaled)
 HX0707
 HX0707                          SUPERSEDED SURVEY CONTROL
 HX0707
 HX0707  NGVD 29 (??/??/92) 1251.446  (m)         4105.79   (f) ADJ UNCH    2 0
 HX0707
 HX0707.Superseded values are not recommended for survey control.
 HX0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0707.See file dsdata.txt to determine how the superseded data were derived.
 HX0707
 HX0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC712497(NAD 83)
 HX0707_MARKER: DB = BENCH MARK DISK
 HX0707_SETTING: 66 = SET IN ROCK OUTCROP
 HX0707_SP_SET: ROCK LEDGE
 HX0707_STAMPING: W 247 1962
 HX0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0707+STABILITY: POSITION/ELEVATION WELL
 HX0707
 HX0707  HISTORY     - Date     Condition        Report By
 HX0707  HISTORY     - 1962     MONUMENTED       CGS
 HX0707  HISTORY     - 1974     MARK NOT FOUND   USGS
 HX0707
 HX0707                          STATION DESCRIPTION
 HX0707
 HX0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0707'10.3 MI SW FROM SLATY FORK.
 HX0707'4.6 MILES NORTHWEST ALONG ABANDONED RAILWAY BED (TRAIL) FROM
 HX0707'THE POST OFFICE AT SLATY FORK, THENCE ABOUT 2.7 MILES SOUTHWEST
 HX0707'ALONG U.S. FORESTRY ROAD 24, THENCE ABOUT 3.0 MILES SOUTHWEST
 HX0707'ALONG GRADED ROAD LEADING TO LARGE COAL MINE, ABOUT 0.85 MILES
 HX0707'NORTHEAST OF THE JUNCTION OF A GRADED MINE ROAD, LEADING SOUTH
 HX0707'UP A MOUNTAIN SIDE, SET VERTICALLY ON THE WEST FACE OF A ROCK
 HX0707'LEDGE ABOUT 25 BY 2 FEET WIDE AT THE JUNCTION OF A ROAD WHICH
 HX0707'PARALLELS WITH THE MAIN ROAD ON THE EAST SIDE OF A LONG PILE OF ROCK
 HX0707'AND DIRT CREATED BY STRIP MINING, 31.5 FEET EAST OF THE PARALLELING
 HX0707'MAIN ROAD 130 FEET SOUTHEAST OF THE MAIN GRADED ROAD, 187 FEET SOUTH
 HX0707'OF THE CENTER LINE OF THE JUNCTION OF TWO ROADS, 7.5 FEET NORTH
 HX0707'OF THE SOUTH END OF THE ROCK, ABOUT 1 FOOT ABOVE THE GROUND, AND
 HX0707'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 HX0707
 HX0707                          STATION RECOVERY (1974)
 HX0707
 HX0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HX0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0845 ***********************************************************************
 HX0845  DESIGNATION -  W 248
 HX0845  PID         -  HX0845
 HX0845  STATE/COUNTY-  WV/POCAHONTAS
 HX0845  USGS QUAD   -  HILLSBORO (1995)
 HX0845
 HX0845                         *CURRENT SURVEY CONTROL
 HX0845  ___________________________________________________________________
 HX0845* NAD 83(1986)-  38 09 49.     (N)    080 11 15.     (W)     SCALED    
 HX0845* NAVD 88     -       685.559  (meters)    2249.20   (feet)  ADJUSTED  
 HX0845  ___________________________________________________________________
 HX0845  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX0845  DYNAMIC HT  -         685.003 (meters)    2247.38  (feet)  COMP
 HX0845  MODELED GRAV-     979,795.4   (mgal)                       NAVD 88
 HX0845
 HX0845  VERT ORDER  -  SECOND    CLASS 0
 HX0845
 HX0845.The horizontal coordinates were scaled from a topographic map and have
 HX0845.an estimated accuracy of +/- 6 seconds.
 HX0845
 HX0845.The orthometric height was determined by differential leveling
 HX0845.and adjusted by the National Geodetic Survey in June 1991..
 HX0845
 HX0845.The geoid height was determined by GEOID03.
 HX0845
 HX0845.The dynamic height is computed by dividing the NAVD 88
 HX0845.geopotential number by the normal gravity value computed on the
 HX0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0845.degrees latitude (g = 980.6199 gals.).
 HX0845
 HX0845.The modeled gravity was interpolated from observed gravity values.
 HX0845
 HX0845;                    North         East    Units  Estimated Accuracy
 HX0845;SPC WV S     -   129,460.      671,200.      MT  (+/- 180 meters Scaled)
 HX0845
 HX0845                          SUPERSEDED SURVEY CONTROL
 HX0845
 HX0845  NGVD 29 (??/??/92)  685.656  (m)         2249.52   (f) ADJ UNCH    2 0
 HX0845
 HX0845.Superseded values are not recommended for survey control.
 HX0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0845.See file dsdata.txt to determine how the superseded data were derived.
 HX0845
 HX0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC711242(NAD 83)
 HX0845_MARKER: DB = BENCH MARK DISK
 HX0845_SETTING: 66 = SET IN ROCK OUTCROP
 HX0845_SP_SET: ROCK OUTCROP
 HX0845_STAMPING: W 248 1962
 HX0845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0845+STABILITY: POSITION/ELEVATION WELL
 HX0845
 HX0845  HISTORY     - Date     Condition        Report By
 HX0845  HISTORY     - 1962     MONUMENTED       CGS
 HX0845
 HX0845                          STATION DESCRIPTION
 HX0845
 HX0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0845'0.4 MI NW FROM MILL POINT.
 HX0845'0.45 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX0845'OF U.S. HIGHWAY 219 AT MILL POINT, SET ON TOP OF A 7-BY 7-FOOT
 HX0845'ROCK OUTCROP THAT IS THE SOUTHWEST ONE OF SEVERAL OUTCROPED
 HX0845'ROCKS WHICH ARE IN A PASTURE FIELD, 36 FEET NORTHEAST OF THE
 HX0845'CENTER LINE OF THE HIGHWAY, 226 FEET NORTHWEST OF THE NORTHWEST
 HX0845'END OF THE NORTHEAST CONCRETE HEAD WALL OF A 24 INCH PIPE CULVERT
 HX0845'UNDER THE HIGHWAY OVER A SMALL STREAM FORMED BY A NATURAL SPRING
 HX0845'FLOWING OUT OF THE HILL SIDE, 5 FEET NORTHEAST OF THE RIGHT OF WAY
 HX0845'FENCE, 42 FEET SOUTHEAST OF A T FENCE JUNCTION, 2 FEET NORTHEAST
 HX0845'OF THE SOUTHWEST EDGE OF THE ROCK, AND ABOUT 7 FEET ABOVE THE
 HX0845'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0889 ***********************************************************************
 HX0889  DESIGNATION -  W 249
 HX0889  PID         -  HX0889
 HX0889  STATE/COUNTY-  WV/GREENBRIER
 HX0889  USGS QUAD   -  DROOP (1995)
 HX0889
 HX0889                         *CURRENT SURVEY CONTROL
 HX0889  ___________________________________________________________________
 HX0889* NAD 83(1986)-  38 04 49.     (N)    080 22 27.     (W)     SCALED    
 HX0889* NAVD 88     -       682.448  (meters)    2239.00   (feet)  ADJUSTED  
 HX0889  ___________________________________________________________________
 HX0889  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX0889  DYNAMIC HT  -         681.890 (meters)    2237.17  (feet)  COMP
 HX0889  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 HX0889
 HX0889  VERT ORDER  -  SECOND    CLASS 0
 HX0889
 HX0889.The horizontal coordinates were scaled from a topographic map and have
 HX0889.an estimated accuracy of +/- 6 seconds.
 HX0889
 HX0889.The orthometric height was determined by differential leveling
 HX0889.and adjusted by the National Geodetic Survey in June 1991..
 HX0889
 HX0889.The geoid height was determined by GEOID03.
 HX0889
 HX0889.The dynamic height is computed by dividing the NAVD 88
 HX0889.geopotential number by the normal gravity value computed on the
 HX0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0889.degrees latitude (g = 980.6199 gals.).
 HX0889
 HX0889.The modeled gravity was interpolated from observed gravity values.
 HX0889
 HX0889;                    North         East    Units  Estimated Accuracy
 HX0889;SPC WV S     -   120,080.      654,900.      MT  (+/- 180 meters Scaled)
 HX0889
 HX0889                          SUPERSEDED SURVEY CONTROL
 HX0889
 HX0889  NGVD 29 (??/??/92)  682.567  (m)         2239.39   (f) ADJ UNCH    2 0
 HX0889
 HX0889.Superseded values are not recommended for survey control.
 HX0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0889.See file dsdata.txt to determine how the superseded data were derived.
 HX0889
 HX0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC548149(NAD 83)
 HX0889_MARKER: DB = BENCH MARK DISK
 HX0889_SETTING: 0 = UNSPECIFIED SETTING
 HX0889_STAMPING: W 249 1962
 HX0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0889
 HX0889  HISTORY     - Date     Condition        Report By
 HX0889  HISTORY     - 1962     MONUMENTED       CGS
 HX0889
 HX0889                          STATION DESCRIPTION
 HX0889
 HX0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0889'8.2 MI N FROM RENICK.
 HX0889'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE HIGH SCHOOL
 HX0889'AT RENICK, THENCE ABOUT 4.15 MILES NORTHWEST ALONG BLACK TOP
 HX0889'ROAD, THENCE JUST 0.6 MILES NORTH ALONG GRADED ROAD, ABOUT 0.6
 HX0889'MILES NORTH OF THE JUNCTION OF A GRADED ROAD LEADING NORTHWEST
 HX0889'TO LEONARD, ABOUT 0.45 MILES NORTH OF ROCKCAMP SMALL WHITE
 HX0889'CHURCH, SET AT THE JUNCTION OF A PRIVATE ROAD LEADING NORTH, 26
 HX0889'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD AT THE CENTER LINE
 HX0889'OF THE JUNCTION OF THE PRIVATE ROAD, 40 FEET WEST OF AND ACROSS
 HX0889'THE ROAD FROM THE NORTHWEST END OF A WOODEN WALK BRIDGE ACROSS
 HX0889'ROCKCAMP RUN, 10 1/2 FEET WEST OF THE CENTER LINE OF THE PRIVATE
 HX0889'ROAD, 17 1/2 FEET SOUTHWEST OF THE CENTER LINE OF A WOODEN GATE
 HX0889'ACROSS THE PRIVATE ROAD, 17 1/2 FEET SOUTHWEST OF THE CENTER
 HX0889'LINE OF A WOODEN GATE ACROSS THE PRIVATE ROAD, 1 1/2 FEET EAST
 HX0889'OF A NORTH BY SOUTH FENCE LINE, 1.7 FEET SOUTH OF A STEEL WITNESS
 HX0889'POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1003 ***********************************************************************
 JX1003  DESIGNATION -  W 25
 JX1003  PID         -  JX1003
 JX1003  STATE/COUNTY-  WV/CALHOUN
 JX1003  USGS QUAD   -  SMITHVILLE (1964)
 JX1003
 JX1003                         *CURRENT SURVEY CONTROL
 JX1003  ___________________________________________________________________
 JX1003* NAD 83(1986)-  39 01 50.     (N)    081 06 03.     (W)     SCALED    
 JX1003* NAVD 88     -       255.932  (meters)     839.67   (feet)  ADJUSTED  
 JX1003  ___________________________________________________________________
 JX1003  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JX1003  DYNAMIC HT  -         255.767 (meters)     839.13  (feet)  COMP
 JX1003  MODELED GRAV-     979,979.4   (mgal)                       NAVD 88
 JX1003
 JX1003  VERT ORDER  -  SECOND    CLASS 0
 JX1003
 JX1003.The horizontal coordinates were scaled from a topographic map and have
 JX1003.an estimated accuracy of +/- 6 seconds.
 JX1003
 JX1003.The orthometric height was determined by differential leveling
 JX1003.and adjusted by the National Geodetic Survey in June 1991..
 JX1003
 JX1003.The geoid height was determined by GEOID03.
 JX1003
 JX1003.The dynamic height is computed by dividing the NAVD 88
 JX1003.geopotential number by the normal gravity value computed on the
 JX1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1003.degrees latitude (g = 980.6199 gals.).
 JX1003
 JX1003.The modeled gravity was interpolated from observed gravity values.
 JX1003
 JX1003;                    North         East    Units  Estimated Accuracy
 JX1003;SPC WV S     -   225,390.      591,270.      MT  (+/- 180 meters Scaled)
 JX1003
 JX1003                          SUPERSEDED SURVEY CONTROL
 JX1003
 JX1003  NGVD 29 (??/??/92)  256.103  (m)          840.23   (f) ADJ UNCH    2 0
 JX1003
 JX1003.Superseded values are not recommended for survey control.
 JX1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1003.See file dsdata.txt to determine how the superseded data were derived.
 JX1003
 JX1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD912201(NAD 83)
 JX1003_MARKER: DB = BENCH MARK DISK
 JX1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1003_STAMPING: W 25 1935
 JX1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1003+STABILITY: SURFACE MOTION
 JX1003
 JX1003  HISTORY     - Date     Condition        Report By
 JX1003  HISTORY     - 1935     MONUMENTED       CGS
 JX1003
 JX1003                          STATION DESCRIPTION
 JX1003
 JX1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX1003'3.5 MI S FROM SMITHVILLE.
 JX1003'IN CALHOUN COUNTY, 3.5 MILES SOUTH ALONG STATE HIGHWAY 16 FROM
 JX1003'THE HUGHES RIVER BRIDGE AT SMITHVILLE, RITCHIE COUNTY, 100 YARDS
 JX1003'NORTH OF A SCHOOL, 75 FEET WEST OF THE WEST END OF A SMALL FOOT
 JX1003'BRIDGE OVER A SMALL CREEK, 22 FEET EAST OF THE CENTERLINE OF
 JX1003'THE HIGHWAY, AND 15 FEET NORTHWEST OF THE CONCRETE HEADWALL OF A
 JX1003'STONE CULVERT.  A STANDARD DISK, STAMPED W 25 1935 AND SET IN
 JX1003'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0800 ***********************************************************************
 HX0800  DESIGNATION -  W 250
 HX0800  PID         -  HX0800
 HX0800  STATE/COUNTY-  WV/POCAHONTAS
 HX0800  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0800
 HX0800                         *CURRENT SURVEY CONTROL
 HX0800  ___________________________________________________________________
 HX0800* NAD 83(1986)-  38 16 01.     (N)    080 18 03.     (W)     SCALED    
 HX0800* NAVD 88     -      1020.627  (meters)    3348.51   (feet)  ADJUSTED  
 HX0800  ___________________________________________________________________
 HX0800  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HX0800  DYNAMIC HT  -        1019.766 (meters)    3345.68  (feet)  COMP
 HX0800  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 HX0800
 HX0800  VERT ORDER  -  SECOND    CLASS 0
 HX0800
 HX0800.The horizontal coordinates were scaled from a topographic map and have
 HX0800.an estimated accuracy of +/- 6 seconds.
 HX0800
 HX0800.The orthometric height was determined by differential leveling
 HX0800.and adjusted by the National Geodetic Survey in June 1991..
 HX0800
 HX0800.The geoid height was determined by GEOID03.
 HX0800
 HX0800.The dynamic height is computed by dividing the NAVD 88
 HX0800.geopotential number by the normal gravity value computed on the
 HX0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0800.degrees latitude (g = 980.6199 gals.).
 HX0800
 HX0800.The modeled gravity was interpolated from observed gravity values.
 HX0800
 HX0800;                    North         East    Units  Estimated Accuracy
 HX0800;SPC WV S     -   140,850.      661,180.      MT  (+/- 180 meters Scaled)
 HX0800
 HX0800                          SUPERSEDED SURVEY CONTROL
 HX0800
 HX0800  NGVD 29 (??/??/92) 1020.703  (m)         3348.76   (f) ADJ UNCH    2 0
 HX0800
 HX0800.Superseded values are not recommended for survey control.
 HX0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0800.See file dsdata.txt to determine how the superseded data were derived.
 HX0800
 HX0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC611356(NAD 83)
 HX0800_MARKER: DB = BENCH MARK DISK
 HX0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0800_STAMPING: W 250 1962
 HX0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0800+STABILITY: SURFACE MOTION
 HX0800
 HX0800  HISTORY     - Date     Condition        Report By
 HX0800  HISTORY     - 1962     MONUMENTED       CGS
 HX0800
 HX0800                          STATION DESCRIPTION
 HX0800
 HX0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0800'14.8 MI NW FROM MILL POINT.
 HX0800'6.1 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX0800'U.S. HIGHWAY 219, THENCE 7.1 MILES NORTHWEST ALONG U.S. FORESTRY
 HX0800'ROAD 76, ABOUT 0.6 MILE NORTHWEST OF THE NORTHWEST END OF A
 HX0800'60-FOOT BRIDGE OVER THE NORTH FORK OF THE CRANBERRY RIVER, ON THE
 HX0800'NORTHEAST SIDE OF A SMALL CLEARING NEAR THE CONFLUENCE OF THE
 HX0800'CASHCAMP RUN AND NORTH FORK OF THE CRANBERRY RIVER, 24 FEET
 HX0800'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 66 FEET SOUTH OF AND
 HX0800'ACROSS THE ROAD FROM A FORESTRY SIGN CASHCAMP RUN, 25 1/2
 HX0800'NORTHWEST OF A 18-INCH SYCAMORE TREE WITH TRIANGLE BLAZE, 1.5 FEET
 HX0800'SOUTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET
 HX0800'IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0923 ***********************************************************************
 HX0923  DESIGNATION -  W 251
 HX0923  PID         -  HX0923
 HX0923  STATE/COUNTY-  WV/POCAHONTAS
 HX0923  USGS QUAD   -  DROOP (1995)
 HX0923
 HX0923                         *CURRENT SURVEY CONTROL
 HX0923  ___________________________________________________________________
 HX0923* NAD 83(1986)-  38 04 41.     (N)    080 16 03.     (W)     SCALED    
 HX0923* NAVD 88     -       830.636  (meters)    2725.18   (feet)  ADJUSTED  
 HX0923  ___________________________________________________________________
 HX0923  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HX0923  DYNAMIC HT  -         829.932 (meters)    2722.87  (feet)  COMP
 HX0923  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 HX0923
 HX0923  VERT ORDER  -  SECOND    CLASS 0
 HX0923
 HX0923.The horizontal coordinates were scaled from a topographic map and have
 HX0923.an estimated accuracy of +/- 6 seconds.
 HX0923
 HX0923.The orthometric height was determined by differential leveling
 HX0923.and adjusted by the National Geodetic Survey in June 1991..
 HX0923
 HX0923.The geoid height was determined by GEOID03.
 HX0923
 HX0923.The dynamic height is computed by dividing the NAVD 88
 HX0923.geopotential number by the normal gravity value computed on the
 HX0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0923.degrees latitude (g = 980.6199 gals.).
 HX0923
 HX0923.The modeled gravity was interpolated from observed gravity values.
 HX0923
 HX0923;                    North         East    Units  Estimated Accuracy
 HX0923;SPC WV S     -   119,910.      664,260.      MT  (+/- 180 meters Scaled)
 HX0923
 HX0923                          SUPERSEDED SURVEY CONTROL
 HX0923
 HX0923  NGVD 29 (??/??/92)  830.724  (m)         2725.47   (f) ADJ UNCH    2 0
 HX0923
 HX0923.Superseded values are not recommended for survey control.
 HX0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0923.See file dsdata.txt to determine how the superseded data were derived.
 HX0923
 HX0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC642147(NAD 83)
 HX0923_MARKER: DB = BENCH MARK DISK
 HX0923_SETTING: 66 = SET IN ROCK OUTCROP
 HX0923_SP_SET: EMBEDDED ROCK
 HX0923_STAMPING: W 251 1962
 HX0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0923+STABILITY: POSITION/ELEVATION WELL
 HX0923
 HX0923  HISTORY     - Date     Condition        Report By
 HX0923  HISTORY     - 1962     MONUMENTED       CGS
 HX0923
 HX0923                          STATION DESCRIPTION
 HX0923
 HX0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0923'1.6 MI NE FROM DROOP.
 HX0923'0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 HX0923'DROOP, THENCE 1.4 MILES NORTHEAST ALONG A GRAVEL ROAD, SET ON
 HX0923'TOP OF A ROCK THAT IS ABOUT 8-BY 12-FOOT LONG AND IS EMBEDDED
 HX0923'IN THE GROUND IN THE ROADBED, 2 FEET NORTH OF THE SOUTH CORNER
 HX0923'OF THE ROCK, 90 FEET NORTHWEST OF A GATE ACROSS THE ROAD (TRAIL),
 HX0923'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0639 ***********************************************************************
 HX0639  DESIGNATION -  W 252
 HX0639  PID         -  HX0639
 HX0639  STATE/COUNTY-  WV/POCAHONTAS
 HX0639  USGS QUAD   -  MINGO (1995)
 HX0639
 HX0639                         *CURRENT SURVEY CONTROL
 HX0639  ___________________________________________________________________
 HX0639* NAD 83(1986)-  38 25 44.     (N)    080 02 26.     (W)     SCALED    
 HX0639* NAVD 88     -       949.473  (meters)    3115.06   (feet)  ADJUSTED  
 HX0639  ___________________________________________________________________
 HX0639  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HX0639  DYNAMIC HT  -         948.689 (meters)    3112.49  (feet)  COMP
 HX0639  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 HX0639
 HX0639  VERT ORDER  -  FIRST     CLASS II
 HX0639
 HX0639.The horizontal coordinates were scaled from a topographic map and have
 HX0639.an estimated accuracy of +/- 6 seconds.
 HX0639
 HX0639.The orthometric height was determined by differential leveling
 HX0639.and adjusted by the National Geodetic Survey in June 1991..
 HX0639
 HX0639.The geoid height was determined by GEOID03.
 HX0639
 HX0639.The dynamic height is computed by dividing the NAVD 88
 HX0639.geopotential number by the normal gravity value computed on the
 HX0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0639.degrees latitude (g = 980.6199 gals.).
 HX0639
 HX0639.The modeled gravity was interpolated from observed gravity values.
 HX0639
 HX0639;                    North         East    Units  Estimated Accuracy
 HX0639;SPC WV S     -   159,030.      683,770.      MT  (+/- 180 meters Scaled)
 HX0639
 HX0639                          SUPERSEDED SURVEY CONTROL
 HX0639
 HX0639  NGVD 29 (??/??/92)  949.524  (m)         3115.23   (f) ADJ UNCH    1 2
 HX0639
 HX0639.Superseded values are not recommended for survey control.
 HX0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0639.See file dsdata.txt to determine how the superseded data were derived.
 HX0639
 HX0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC837538(NAD 83)
 HX0639_MARKER: DB = BENCH MARK DISK
 HX0639_SETTING: 66 = SET IN ROCK OUTCROP
 HX0639_SP_SET: ROCK CUT
 HX0639_STAMPING: W 252 1962
 HX0639_MARK LOGO: CGS   
 HX0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0639+STABILITY: POSITION/ELEVATION WELL
 HX0639
 HX0639  HISTORY     - Date     Condition        Report By
 HX0639  HISTORY     - 1962     MONUMENTED       CGS
 HX0639  HISTORY     - 1983     GOOD             NGS
 HX0639
 HX0639                          STATION DESCRIPTION
 HX0639
 HX0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0639'5 MI E FROM SLATY FORK.
 HX0639'5.0 MILES EAST ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL AT
 HX0639'SLATY FORK, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING
 HX0639'TO THE SOUTHWEST AND NORTHEAST, SET VERTICALLY IN THE NORTHWEST
 HX0639'FACE OF A ROCK CUT THAT IS ABOUT 0.2 MILE LONG AND 15-FOOT
 HX0639'HIGH, 81 FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK, 21 FEET
 HX0639'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET ABOVE
 HX0639'THE LEVEL OF THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HX0639'HIGHWAY.  NOTE-- THIS BENCH MARK IS 0.65 MILE NORTHEAST OF A
 HX0639'SITE LOCALLY KNOWN AS LINWOOD.
 HX0639
 HX0639                          STATION RECOVERY (1983)
 HX0639
 HX0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1987 ***********************************************************************
 HW1987  DESIGNATION -  W 254
 HW1987  PID         -  HW1987
 HW1987  STATE/COUNTY-  WV/RANDOLPH
 HW1987  USGS QUAD   -  DURBIN (1995)
 HW1987
 HW1987                         *CURRENT SURVEY CONTROL
 HW1987  ___________________________________________________________________
 HW1987* NAD 83(1986)-  38 37 01.     (N)    079 52 10.     (W)     SCALED    
 HW1987* NAVD 88     -      1083.062  (meters)    3553.35   (feet)  ADJUSTED  
 HW1987  ___________________________________________________________________
 HW1987  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HW1987  DYNAMIC HT  -        1082.168 (meters)    3550.41  (feet)  COMP
 HW1987  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 HW1987
 HW1987  VERT ORDER  -  SECOND    CLASS 0
 HW1987
 HW1987.The horizontal coordinates were scaled from a topographic map and have
 HW1987.an estimated accuracy of +/- 6 seconds.
 HW1987
 HW1987.The orthometric height was determined by differential leveling
 HW1987.and adjusted by the National Geodetic Survey in June 1991..
 HW1987
 HW1987.The geoid height was determined by GEOID03.
 HW1987
 HW1987.The dynamic height is computed by dividing the NAVD 88
 HW1987.geopotential number by the normal gravity value computed on the
 HW1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1987.degrees latitude (g = 980.6199 gals.).
 HW1987
 HW1987.The modeled gravity was interpolated from observed gravity values.
 HW1987
 HW1987;                    North         East    Units  Estimated Accuracy
 HW1987;SPC WV S     -   180,070.      698,460.      MT  (+/- 180 meters Scaled)
 HW1987
 HW1987                          SUPERSEDED SURVEY CONTROL
 HW1987
 HW1987  NGVD 29 (??/??/92) 1083.125  (m)         3553.55   (f) ADJ UNCH    2 0
 HW1987
 HW1987.Superseded values are not recommended for survey control.
 HW1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1987.See file dsdata.txt to determine how the superseded data were derived.
 HW1987
 HW1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC984748(NAD 83)
 HW1987_MARKER: DB = BENCH MARK DISK
 HW1987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1987_SP_SET: BRIDGE SEAT
 HW1987_STAMPING: W 254 1962
 HW1987_MARK LOGO: CGS   
 HW1987_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW1987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW1987+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2004
 HW1987
 HW1987  HISTORY     - Date     Condition        Report By
 HW1987  HISTORY     - 1962     MONUMENTED       CGS
 HW1987  HISTORY     - 19971020 GOOD             USE
 HW1987  HISTORY     - 20041108 GOOD             INDIV
 HW1987
 HW1987                          STATION DESCRIPTION
 HW1987
 HW1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1987'6.9 MI NW FROM DURBIN.
 HW1987'ABOUT 6.9 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 HW1987'OFFICE AT DURBIN, AT THE HIGHWAY BRIDGE OVER SHAVERS FORK AT
 HW1987'CHEAT BRIDGE, 108 FEET NORTH OF CENTER OF CROSSING OF WESTERN
 HW1987'MARYLAND RAILWAY, 15 FEET WEST OF CENTER LINE OF HIGHWAY, ABOUT
 HW1987'4 FEET BELOW LEVEL OF HIGHWAY, AND SET ON TOP OF WEST END OF
 HW1987'SOUTH ABUTMENT (BRIDGE SEAT).
 HW1987
 HW1987                          STATION RECOVERY (1997)
 HW1987
 HW1987'RECOVERY NOTE BY US ENGINEERS 1997
 HW1987'RECOVERED AS DESCRIBED.
 HW1987
 HW1987                          STATION RECOVERY (2004)
 HW1987
 HW1987'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRI)
 HW1987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0737 ***********************************************************************
 HX0737  DESIGNATION -  W 255 RESET 1963
 HX0737  PID         -  HX0737
 HX0737  STATE/COUNTY-  WV/WEBSTER
 HX0737  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0737
 HX0737                         *CURRENT SURVEY CONTROL
 HX0737  ___________________________________________________________________
 HX0737* NAD 83(1986)-  38 22 16.     (N)    080 17 46.     (W)     SCALED    
 HX0737* NAVD 88     -       813.29   (+/-2cm)    2668.3    (feet)  VERTCON   
 HX0737  ___________________________________________________________________
 HX0737  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HX0737
 HX0737  VERT ORDER  -  THIRD (See Below)
 HX0737
 HX0737.The horizontal coordinates were scaled from a topographic map and have
 HX0737.an estimated accuracy of +/- 6 seconds.
 HX0737
 HX0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX0737.The vertical order pertains to the NGVD 29 superseded value.
 HX0737
 HX0737.The geoid height was determined by GEOID03.
 HX0737
 HX0737;                    North         East    Units  Estimated Accuracy
 HX0737;SPC WV S     -   152,410.      661,510.      MT  (+/- 180 meters Scaled)
 HX0737
 HX0737                          SUPERSEDED SURVEY CONTROL
 HX0737
 HX0737  NGVD 29 (09/25/03)  813.40   (m)         2668.6    (f) RESET       3  
 HX0737
 HX0737.Superseded values are not recommended for survey control.
 HX0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0737.See file dsdata.txt to determine how the superseded data were derived.
 HX0737
 HX0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC614472(NAD 83)
 HX0737_MARKER: DB = BENCH MARK DISK
 HX0737_SETTING: 66 = SET IN ROCK OUTCROP
 HX0737_SP_SET: ROCK MASS
 HX0737_STAMPING: W 255 RESET 1963
 HX0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0737+STABILITY: POSITION/ELEVATION WELL
 HX0737
 HX0737  HISTORY     - Date     Condition        Report By
 HX0737  HISTORY     - 1963     MONUMENTED       USFS
 HX0737
 HX0737                          STATION DESCRIPTION
 HX0737
 HX0737'DESCRIBED BY US FOREST SERVICE 1963
 HX0737'13.7 MI SE FROM DYER.
 HX0737'13.7 MILES SOUTHEAST ALONG WILLIAMS RIVER ROAD AND U.S. FORESTRY
 HX0737'ROAD 86 FROM THE DYER METHODIST CHURCH AT DYER.  ABOUT 0.5
 HX0737'MILE EAST OF LICK BRANCH, ON THE OUTSIDE OF LIGHT CURVE, AND SET
 HX0737'VERTICALLY IN THE NORTHWEST FACE IN MASS OF SOLID ROCK IN THE
 HX0737'CENTER OF DRAIN.  ALSO, NEAR THE SOUTHWEST END OF A HUGE ROCK
 HX0737'BLUFF THAT CURVES WITH THE ROAD.  25 FEET SOUTHEAST OF THE
 HX0737'CENTERLINE OF THE ROAD, 1 1/2 FEET ABOVE THE GROUND AND ABOUT
 HX0737'13 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0009 ***********************************************************************
 HX0009  DESIGNATION -  W 256
 HX0009  PID         -  HX0009
 HX0009  STATE/COUNTY-  WV/WEBSTER
 HX0009  USGS QUAD   -  SKELT (1982)
 HX0009
 HX0009                         *CURRENT SURVEY CONTROL
 HX0009  ___________________________________________________________________
 HX0009* NAD 83(1986)-  38 31 28.     (N)    080 18 18.     (W)     SCALED    
 HX0009* NAVD 88     -       973.196  (meters)    3192.89   (feet)  ADJUSTED  
 HX0009  ___________________________________________________________________
 HX0009  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX0009  DYNAMIC HT  -         972.407 (meters)    3190.31  (feet)  COMP
 HX0009  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 HX0009
 HX0009  VERT ORDER  -  SECOND    CLASS 0
 HX0009
 HX0009.The horizontal coordinates were scaled from a topographic map and have
 HX0009.an estimated accuracy of +/- 6 seconds.
 HX0009
 HX0009.The orthometric height was determined by differential leveling
 HX0009.and adjusted by the National Geodetic Survey in June 1991..
 HX0009
 HX0009.The geoid height was determined by GEOID03.
 HX0009
 HX0009.The dynamic height is computed by dividing the NAVD 88
 HX0009.geopotential number by the normal gravity value computed on the
 HX0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0009.degrees latitude (g = 980.6199 gals.).
 HX0009
 HX0009.The modeled gravity was interpolated from observed gravity values.
 HX0009
 HX0009;                    North         East    Units  Estimated Accuracy
 HX0009;SPC WV S     -   169,430.      660,600.      MT  (+/- 180 meters Scaled)
 HX0009
 HX0009                          SUPERSEDED SURVEY CONTROL
 HX0009
 HX0009  NGVD 29 (??/??/92)  973.311  (m)         3193.27   (f) ADJ UNCH    2 0
 HX0009
 HX0009.Superseded values are not recommended for survey control.
 HX0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0009.See file dsdata.txt to determine how the superseded data were derived.
 HX0009
 HX0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC605642(NAD 83)
 HX0009_MARKER: DB = BENCH MARK DISK
 HX0009_SETTING: 80 = SET IN A BOULDER
 HX0009_SP_SET: BOULDER
 HX0009_STAMPING: W 256 1962
 HX0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0009+STABILITY: SURFACE MOTION
 HX0009
 HX0009  HISTORY     - Date     Condition        Report By
 HX0009  HISTORY     - 1962     MONUMENTED       CGS
 HX0009
 HX0009                          STATION DESCRIPTION
 HX0009
 HX0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0009'5.2 MI W FROM WANETA.
 HX0009'ABOUT 5.2 MILES WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0009'AT WANETA, ABOUT 0.4 MILES WEST OF GRAVEL ROAD JUNCTION LEADING
 HX0009'NORTH TO POINT MOUNTAIN FIRE TOWER, ABOUT 0.3 MILE EAST OF
 HX0009'POINT MOUNTAIN METHODIST CHURCH, ON THE OUTSIDE OF A CURVE
 HX0009'WITH TANGENTS EXTENDING SOUTHWEST AND EAST, 51.5 FEET NORTH
 HX0009'OF CENTER LINE OF HIGHWAY, ABOUT 30 FEET ABOVE LEVEL OF HIGHWAY,
 HX0009'2.9 FEET SOUTHEAST OF WEST CORNER OF BOULDER, AND SET ON TOP
 HX0009'OF A 13 FOOT LONG-BY-6 FOOT WIDE-BY-3 FOOT HIGH BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0049 ***********************************************************************
 HX0049  DESIGNATION -  W 257
 HX0049  PID         -  HX0049
 HX0049  STATE/COUNTY-  WV/RANDOLPH
 HX0049  USGS QUAD   -  VALLEY HEAD (1995)
 HX0049
 HX0049                         *CURRENT SURVEY CONTROL
 HX0049  ___________________________________________________________________
 HX0049* NAD 83(1986)-  38 32 44.     (N)    080 03 13.     (W)     SCALED    
 HX0049* NAVD 88     -       752.910  (meters)    2470.17   (feet)  ADJUSTED  
 HX0049  ___________________________________________________________________
 HX0049  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HX0049  DYNAMIC HT  -         752.318 (meters)    2468.23  (feet)  COMP
 HX0049  MODELED GRAV-     979,816.7   (mgal)                       NAVD 88
 HX0049
 HX0049  VERT ORDER  -  FIRST     CLASS II
 HX0049
 HX0049.The horizontal coordinates were scaled from a topographic map and have
 HX0049.an estimated accuracy of +/- 6 seconds.
 HX0049
 HX0049.The orthometric height was determined by differential leveling
 HX0049.and adjusted by the National Geodetic Survey in June 1991..
 HX0049
 HX0049.The geoid height was determined by GEOID03.
 HX0049
 HX0049.The dynamic height is computed by dividing the NAVD 88
 HX0049.geopotential number by the normal gravity value computed on the
 HX0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0049.degrees latitude (g = 980.6199 gals.).
 HX0049
 HX0049.The modeled gravity was interpolated from observed gravity values.
 HX0049
 HX0049;                    North         East    Units  Estimated Accuracy
 HX0049;SPC WV S     -   171,960.      682,500.      MT  (+/- 180 meters Scaled)
 HX0049
 HX0049                          SUPERSEDED SURVEY CONTROL
 HX0049
 HX0049  NGVD 29 (??/??/92)  753.021  (m)         2470.54   (f) ADJ UNCH    1 2
 HX0049
 HX0049.Superseded values are not recommended for survey control.
 HX0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0049.See file dsdata.txt to determine how the superseded data were derived.
 HX0049
 HX0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC824667(NAD 83)
 HX0049_MARKER: DB = BENCH MARK DISK
 HX0049_SETTING: 66 = SET IN ROCK OUTCROP
 HX0049_SP_SET: ROCK CUT
 HX0049_STAMPING: W 257 1962
 HX0049_MARK LOGO: CGS   
 HX0049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0049+STABILITY: POSITION/ELEVATION WELL
 HX0049
 HX0049  HISTORY     - Date     Condition        Report By
 HX0049  HISTORY     - 1962     MONUMENTED       CGS
 HX0049  HISTORY     - 1983     GOOD             NGS
 HX0049
 HX0049                          STATION DESCRIPTION
 HX0049
 HX0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0049'1.2 MI W FROM VALLEY HEAD.
 HX0049'ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 HX0049'OF U.S. HIGHWAY 219 AT VALLEY HEAD, ON THE INSIDE OF A CURVE WITH
 HX0049'TANGENTS EXTENDING SOUTHWEST AND NORTHWEST, 22.5 FEET WEST OF
 HX0049'CENTER LINE OF HIGHWAY, ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY,
 HX0049'AND SET VERTICALLY IN THE EAST FACE OF A 21 FOOT LONG-BY-4 1/2
 HX0049'FOOT HIGH ROCK CUT.
 HX0049
 HX0049                          STATION RECOVERY (1983)
 HX0049
 HX0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0175 ***********************************************************************
 HX0175  DESIGNATION -  W 258
 HX0175  PID         -  HX0175
 HX0175  STATE/COUNTY-  WV/WEBSTER
 HX0175  USGS QUAD   -  DIANA (1982)
 HX0175
 HX0175                         *CURRENT SURVEY CONTROL
 HX0175  ___________________________________________________________________
 HX0175* NAD 83(1986)-  38 33 30.     (N)    080 27 07.     (W)     SCALED    
 HX0175* NAVD 88     -       413.478  (meters)    1356.55   (feet)  ADJUSTED  
 HX0175  ___________________________________________________________________
 HX0175  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX0175  DYNAMIC HT  -         413.180 (meters)    1355.57  (feet)  COMP
 HX0175  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 HX0175
 HX0175  VERT ORDER  -  SECOND    CLASS 0
 HX0175
 HX0175.The horizontal coordinates were scaled from a topographic map and have
 HX0175.an estimated accuracy of +/- 6 seconds.
 HX0175
 HX0175.The orthometric height was determined by differential leveling
 HX0175.and adjusted by the National Geodetic Survey in June 1991..
 HX0175
 HX0175.The geoid height was determined by GEOID03.
 HX0175
 HX0175.The dynamic height is computed by dividing the NAVD 88
 HX0175.geopotential number by the normal gravity value computed on the
 HX0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0175.degrees latitude (g = 980.6199 gals.).
 HX0175
 HX0175.The modeled gravity was interpolated from observed gravity values.
 HX0175
 HX0175;                    North         East    Units  Estimated Accuracy
 HX0175;SPC WV S     -   173,100.      647,770.      MT  (+/- 180 meters Scaled)
 HX0175
 HX0175                          SUPERSEDED SURVEY CONTROL
 HX0175
 HX0175  NGVD 29 (??/??/92)  413.642  (m)         1357.09   (f) ADJ UNCH    2 0
 HX0175
 HX0175.Superseded values are not recommended for survey control.
 HX0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0175.See file dsdata.txt to determine how the superseded data were derived.
 HX0175
 HX0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC477679(NAD 83)
 HX0175_MARKER: DB = BENCH MARK DISK
 HX0175_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0175_SP_SET: UNSPECIFIED ROCK
 HX0175_STAMPING: W 258 1962
 HX0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0175
 HX0175  HISTORY     - Date     Condition        Report By
 HX0175  HISTORY     - 1962     MONUMENTED       CGS
 HX0175
 HX0175                          STATION DESCRIPTION
 HX0175
 HX0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0175'0.5 MI S FROM DIANA.
 HX0175'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0175'AT DIANA, 0.1 MILE SOUTH OF A 110-FOOT BRIDGE OVER GRASSY CREEK,
 HX0175'SET ON TOP OF A ROCK THAT IS 9-BY 20-FOOT LONG, 25 FEET WEST OF
 HX0175'THE CENTER LINE OF THE HIGHWAY, 94 FEET SOUTH OF THE CENTER
 HX0175'LINE OF A PRIVATE DRIVE LEADING WEST TO A SMALL WHITE FRAME
 HX0175'HOUSE, 0.9 FOOT WEST OF THE EAST EDGE OF THE ROCK, AND ABOUT
 HX0175'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0250 ***********************************************************************
 HX0250  DESIGNATION -  W 259
 HX0250  PID         -  HX0250
 HX0250  STATE/COUNTY-  WV/WEBSTER
 HX0250  USGS QUAD   -  HACKER VALLEY (1967)
 HX0250
 HX0250                         *CURRENT SURVEY CONTROL
 HX0250  ___________________________________________________________________
 HX0250* NAD 83(1986)-  38 38 21.     (N)    080 28 25.     (W)     SCALED    
 HX0250* NAVD 88     -       331.649  (meters)    1088.09   (feet)  ADJUSTED  
 HX0250  ___________________________________________________________________
 HX0250  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HX0250  DYNAMIC HT  -         331.420 (meters)    1087.33  (feet)  COMP
 HX0250  MODELED GRAV-     979,929.1   (mgal)                       NAVD 88
 HX0250
 HX0250  VERT ORDER  -  SECOND    CLASS 0
 HX0250
 HX0250.The horizontal coordinates were scaled from a topographic map and have
 HX0250.an estimated accuracy of +/- 6 seconds.
 HX0250
 HX0250.The orthometric height was determined by differential leveling
 HX0250.and adjusted by the National Geodetic Survey in June 1991..
 HX0250
 HX0250.The geoid height was determined by GEOID03.
 HX0250
 HX0250.The dynamic height is computed by dividing the NAVD 88
 HX0250.geopotential number by the normal gravity value computed on the
 HX0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0250.degrees latitude (g = 980.6199 gals.).
 HX0250
 HX0250.The modeled gravity was interpolated from observed gravity values.
 HX0250
 HX0250;                    North         East    Units  Estimated Accuracy
 HX0250;SPC WV S     -   182,060.      645,830.      MT  (+/- 180 meters Scaled)
 HX0250
 HX0250                          SUPERSEDED SURVEY CONTROL
 HX0250
 HX0250  NGVD 29 (??/??/92)  331.825  (m)         1088.66   (f) ADJ UNCH    2 0
 HX0250
 HX0250.Superseded values are not recommended for survey control.
 HX0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0250.See file dsdata.txt to determine how the superseded data were derived.
 HX0250
 HX0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC458768(NAD 83)
 HX0250_MARKER: DB = BENCH MARK DISK
 HX0250_SETTING: 66 = SET IN ROCK OUTCROP
 HX0250_SP_SET: ROCK CUT
 HX0250_STAMPING: W 259 1962
 HX0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0250+STABILITY: POSITION/ELEVATION WELL
 HX0250
 HX0250  HISTORY     - Date     Condition        Report By
 HX0250  HISTORY     - 1962     MONUMENTED       CGS
 HX0250
 HX0250                          STATION DESCRIPTION
 HX0250
 HX0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0250'0.5 MI NW FROM GUARDIAN.
 HX0250'ABOUT 0.5 MILE NORTHWEST ALONG THE HOLLY RIVER ROAD THAT FOLLOWS
 HX0250'ALONG THE RIGHT FORK OF THE HOLLY RIVER FROM THE POST OFFICE AT
 HX0250'GUARDIAN, ON THE INSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX0250'TO THE EAST AND NORTHWEST, SET VERTICALLY IN THE SOUTH FACE OF A
 HX0250'ROCK CUT, 19 FEET EAST OF THE NORTHWEST EDGE OF THE ROCK CUT,
 HX0250'25 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET
 HX0250'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0953 ***********************************************************************
 JW0953  DESIGNATION -  W 26
 JW0953  PID         -  JW0953
 JW0953  STATE/COUNTY-  WV/MONONGALIA
 JW0953  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0953
 JW0953                         *CURRENT SURVEY CONTROL
 JW0953  ___________________________________________________________________
 JW0953* NAD 83(1986)-  39 38 56.     (N)    079 59 26.     (W)     SCALED    
 JW0953* NAVD 88     -       247.179  (meters)     810.95   (feet)  ADJUSTED  
 JW0953  ___________________________________________________________________
 JW0953  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JW0953  DYNAMIC HT  -         247.033 (meters)     810.47  (feet)  COMP
 JW0953  MODELED GRAV-     980,028.9   (mgal)                       NAVD 88
 JW0953
 JW0953  VERT ORDER  -  SECOND    CLASS 0
 JW0953
 JW0953.The horizontal coordinates were scaled from a topographic map and have
 JW0953.an estimated accuracy of +/- 6 seconds.
 JW0953
 JW0953.The orthometric height was determined by differential leveling
 JW0953.and adjusted by the National Geodetic Survey in June 1991..
 JW0953
 JW0953.The geoid height was determined by GEOID03.
 JW0953
 JW0953.The dynamic height is computed by dividing the NAVD 88
 JW0953.geopotential number by the normal gravity value computed on the
 JW0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0953.degrees latitude (g = 980.6199 gals.).
 JW0953
 JW0953.The modeled gravity was interpolated from observed gravity values.
 JW0953
 JW0953;                    North         East    Units  Estimated Accuracy
 JW0953;SPC WV N     -   127,660.      557,900.      MT  (+/- 180 meters Scaled)
 JW0953
 JW0953                          SUPERSEDED SURVEY CONTROL
 JW0953
 JW0953  NGVD 29 (??/??/92)  247.298  (m)          811.34   (f) ADJ UNCH    2 0
 JW0953
 JW0953.Superseded values are not recommended for survey control.
 JW0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0953.See file dsdata.txt to determine how the superseded data were derived.
 JW0953
 JW0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND866892(NAD 83)
 JW0953_MARKER: DB = BENCH MARK DISK
 JW0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0953_STAMPING: W 26 1935
 JW0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0953+STABILITY: SURFACE MOTION
 JW0953
 JW0953  HISTORY     - Date     Condition        Report By
 JW0953  HISTORY     - 1935     MONUMENTED       CGS
 JW0953  HISTORY     - 1956     MARK NOT FOUND   NGS
 JW0953
 JW0953                          STATION DESCRIPTION
 JW0953
 JW0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JW0953'2.2 MI SE FROM MAIDSVILLE.
 JW0953'2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 19 FROM MONONGAHELA
 JW0953'RIVER AT MAIDSVILLE, MONONGALIA COUNTY, OPPOSITE THE ROAD
 JW0953'LEADING TO THE MONA MINE OF THE ARKWRIGHT COAL CO., 58 FEET
 JW0953'SOUTHWEST OF THE BANK OF MONONGAHELA RIVER, AND 30 FEET EAST
 JW0953'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED W
 JW0953'26 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0285 ***********************************************************************
 HX0285  DESIGNATION -  W 260
 HX0285  PID         -  HX0285
 HX0285  STATE/COUNTY-  WV/RANDOLPH
 HX0285  USGS QUAD   -  SAMP (1995)
 HX0285
 HX0285                         *CURRENT SURVEY CONTROL
 HX0285  ___________________________________________________________________
 HX0285* NAD 83(1986)-  38 37 21.     (N)    080 13 12.     (W)     SCALED    
 HX0285* NAVD 88     -       964.474  (meters)    3164.28   (feet)  ADJUSTED  
 HX0285  ___________________________________________________________________
 HX0285  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HX0285  DYNAMIC HT  -         963.724 (meters)    3161.82  (feet)  COMP
 HX0285  MODELED GRAV-     979,816.0   (mgal)                       NAVD 88
 HX0285
 HX0285  VERT ORDER  -  SECOND    CLASS 0
 HX0285
 HX0285.The horizontal coordinates were scaled from a topographic map and have
 HX0285.an estimated accuracy of +/- 6 seconds.
 HX0285
 HX0285.The orthometric height was determined by differential leveling
 HX0285.and adjusted by the National Geodetic Survey in June 1991..
 HX0285
 HX0285.The geoid height was determined by GEOID03.
 HX0285
 HX0285.The dynamic height is computed by dividing the NAVD 88
 HX0285.geopotential number by the normal gravity value computed on the
 HX0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0285.degrees latitude (g = 980.6199 gals.).
 HX0285
 HX0285.The modeled gravity was interpolated from observed gravity values.
 HX0285
 HX0285;                    North         East    Units  Estimated Accuracy
 HX0285;SPC WV S     -   180,370.      667,920.      MT  (+/- 180 meters Scaled)
 HX0285
 HX0285                          SUPERSEDED SURVEY CONTROL
 HX0285
 HX0285  NGVD 29 (??/??/92)  964.612  (m)         3164.73   (f) ADJ UNCH    2 0
 HX0285
 HX0285.Superseded values are not recommended for survey control.
 HX0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0285.See file dsdata.txt to determine how the superseded data were derived.
 HX0285
 HX0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC678751(NAD 83)
 HX0285_MARKER: DB = BENCH MARK DISK
 HX0285_SETTING: 66 = SET IN ROCK OUTCROP
 HX0285_SP_SET: ROCK LEDGE
 HX0285_STAMPING: W 260 1962
 HX0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0285+STABILITY: POSITION/ELEVATION WELL
 HX0285
 HX0285  HISTORY     - Date     Condition        Report By
 HX0285  HISTORY     - 1962     MONUMENTED       CGS
 HX0285
 HX0285                          STATION DESCRIPTION
 HX0285
 HX0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0285'2.5 MI SW FROM PICKENS.
 HX0285'ABOUT 2.5 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO SKELT
 HX0285'FROM THE POST OFFICE AT PICKENS, ON THE OUTSIDE AT THE NORTH
 HX0285'END OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, SET
 HX0285'VERTICALLY IN THE EAST FACE OF A ROCK LEDGE, 15 1/2 FEET WEST
 HX0285'OF THE CENTER LINE OF THE ROAD, 34 FEET SOUTH OF THE NORTH END
 HX0285'OF THE ROCK LEDGE, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 HX0285'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0297 ***********************************************************************
 HX0297  DESIGNATION -  W 261
 HX0297  PID         -  HX0297
 HX0297  STATE/COUNTY-  WV/WEBSTER
 HX0297  USGS QUAD   -  GOSHEN (1987)
 HX0297
 HX0297                         *CURRENT SURVEY CONTROL
 HX0297  ___________________________________________________________________
 HX0297* NAD 83(1986)-  38 39 38.     (N)    080 15 28.     (W)     SCALED    
 HX0297* NAVD 88     -       937.680  (meters)    3076.37   (feet)  ADJUSTED  
 HX0297  ___________________________________________________________________
 HX0297  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX0297  DYNAMIC HT  -         936.941 (meters)    3073.95  (feet)  COMP
 HX0297  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 HX0297
 HX0297  VERT ORDER  -  SECOND    CLASS 0
 HX0297
 HX0297.The horizontal coordinates were scaled from a topographic map and have
 HX0297.an estimated accuracy of +/- 6 seconds.
 HX0297
 HX0297.The orthometric height was determined by differential leveling
 HX0297.and adjusted by the National Geodetic Survey in June 1991..
 HX0297
 HX0297.The geoid height was determined by GEOID03.
 HX0297
 HX0297.The dynamic height is computed by dividing the NAVD 88
 HX0297.geopotential number by the normal gravity value computed on the
 HX0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0297.degrees latitude (g = 980.6199 gals.).
 HX0297
 HX0297.The modeled gravity was interpolated from observed gravity values.
 HX0297
 HX0297;                    North         East    Units  Estimated Accuracy
 HX0297;SPC WV S     -   184,570.      664,600.      MT  (+/- 180 meters Scaled)
 HX0297
 HX0297                          SUPERSEDED SURVEY CONTROL
 HX0297
 HX0297  NGVD 29 (??/??/92)  937.797  (m)         3076.76   (f) ADJ UNCH    2 0
 HX0297
 HX0297.Superseded values are not recommended for survey control.
 HX0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0297.See file dsdata.txt to determine how the superseded data were derived.
 HX0297
 HX0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC645793(NAD 83)
 HX0297_MARKER: DB = BENCH MARK DISK
 HX0297_SETTING: 66 = SET IN ROCK OUTCROP
 HX0297_SP_SET: ROCK
 HX0297_STAMPING: W 261 1962
 HX0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0297+STABILITY: POSITION/ELEVATION WELL
 HX0297
 HX0297  HISTORY     - Date     Condition        Report By
 HX0297  HISTORY     - 1962     MONUMENTED       CGS
 HX0297
 HX0297                          STATION DESCRIPTION
 HX0297
 HX0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0297'3.7 MI W FROM PICKENS.
 HX0297'ABOUT 3.7 MILES NORTHWEST AND THEN WEST ALONG A GRAVEL ROAD
 HX0297'FROM THE POST OFFICE AT PICKENS, ON THE OUTSIDE OF A CURVE WITH
 HX0297'THE TANGENTS EXTENDING TO THE WEST AND SOUTH, SET ON TOP OF A
 HX0297'ROCK THAT IS ABOUT 3-BY 9-FOOT LONG AND IS FLUSH WITH THE
 HX0297'GROUND, 88 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 22 1/2
 HX0297'FEET EAST OF THE SOUTH CORNER OF A SMALL WHITE FRAME CHURCH
 HX0297'BUILDING, 8 1/2 FEET NORTH OF A WIRE FENCE, 1.2 FEET SOUTH OF
 HX0297'THE NORTH EDGE OF THE ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 HX0297'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1656 ***********************************************************************
 HX1656  DESIGNATION -  W 262
 HX1656  PID         -  HX1656
 HX1656  STATE/COUNTY-  WV/BRAXTON
 HX1656  USGS QUAD   -  NEWVILLE (1976)
 HX1656
 HX1656                         *CURRENT SURVEY CONTROL
 HX1656  ___________________________________________________________________
 HX1656* NAD 83(1986)-  38 40 38.     (N)    080 30 12.     (W)     SCALED    
 HX1656* NAVD 88     -       298.214  (meters)     978.39   (feet)  ADJUSTED  
 HX1656  ___________________________________________________________________
 HX1656  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HX1656  DYNAMIC HT  -         298.010 (meters)     977.72  (feet)  COMP
 HX1656  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 HX1656
 HX1656  VERT ORDER  -  SECOND    CLASS 0
 HX1656
 HX1656.The horizontal coordinates were scaled from a topographic map and have
 HX1656.an estimated accuracy of +/- 6 seconds.
 HX1656
 HX1656.The orthometric height was determined by differential leveling
 HX1656.and adjusted by the National Geodetic Survey in June 1991..
 HX1656
 HX1656.The geoid height was determined by GEOID03.
 HX1656
 HX1656.The dynamic height is computed by dividing the NAVD 88
 HX1656.geopotential number by the normal gravity value computed on the
 HX1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1656.degrees latitude (g = 980.6199 gals.).
 HX1656
 HX1656.The modeled gravity was interpolated from observed gravity values.
 HX1656
 HX1656;                    North         East    Units  Estimated Accuracy
 HX1656;SPC WV S     -   186,270.      643,220.      MT  (+/- 180 meters Scaled)
 HX1656
 HX1656                          SUPERSEDED SURVEY CONTROL
 HX1656
 HX1656  NGVD 29 (??/??/92)  298.395  (m)          978.98   (f) ADJ UNCH    2 0
 HX1656
 HX1656.Superseded values are not recommended for survey control.
 HX1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1656.See file dsdata.txt to determine how the superseded data were derived.
 HX1656
 HX1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC432810(NAD 83)
 HX1656_MARKER: DB = BENCH MARK DISK
 HX1656_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1656_SP_SET: ABUTMENT
 HX1656_STAMPING: W 262 1962
 HX1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1656
 HX1656  HISTORY     - Date     Condition        Report By
 HX1656  HISTORY     - 1962     MONUMENTED       CGS
 HX1656
 HX1656                          STATION DESCRIPTION
 HX1656
 HX1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1656'6.5 MI E FROM NEWVILLE.
 HX1656'ABOUT 3.6 MILES EAST ALONG A ROAD THAT LEADS TO KANAWHA CAMP FROM
 HX1656'THE POST OFFICE AT NEWVILLE, THENCE 2.9 MILES NORTHEAST AND THEN
 HX1656'EAST ALONG THE HOLLY RIVER ROAD THAT FOLLOWS ALONG THE LEFT FORK
 HX1656'OF THE HOLLY RIVER, SET ON TOP OF THE WEST END OF THE NORTHWEST
 HX1656'ABUTMENT OF A CONCRETE BRIDGE OVER THE LEFT FORK OF THE HOLLY
 HX1656'RIVER, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD, 81 FEET
 HX1656'SOUTHEAST OF THE CENTER OF THE JUNCTION OF ROADS LEADING NORTHEAST
 HX1656'AND NORTH, 0.8 FOOT SOUTH OF THE NORTH END OF THE ABUTMENT, AND
 HX1656'1 1/2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1588 ***********************************************************************
 HX1588  DESIGNATION -  W 263
 HX1588  PID         -  HX1588
 HX1588  STATE/COUNTY-  WV/WEBSTER
 HX1588  USGS QUAD   -  ERBACON (1976)
 HX1588
 HX1588                         *CURRENT SURVEY CONTROL
 HX1588  ___________________________________________________________________
 HX1588* NAD 83(1986)-  38 32 32.     (N)    080 34 38.     (W)     SCALED    
 HX1588* NAVD 88     -       438.897  (meters)    1439.95   (feet)  ADJUSTED  
 HX1588  ___________________________________________________________________
 HX1588  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HX1588  DYNAMIC HT  -         438.582 (meters)    1438.91  (feet)  COMP
 HX1588  MODELED GRAV-     979,899.4   (mgal)                       NAVD 88
 HX1588
 HX1588  VERT ORDER  -  SECOND    CLASS 0
 HX1588
 HX1588.The horizontal coordinates were scaled from a topographic map and have
 HX1588.an estimated accuracy of +/- 6 seconds.
 HX1588
 HX1588.The orthometric height was determined by differential leveling
 HX1588.and adjusted by the National Geodetic Survey in June 1991..
 HX1588
 HX1588.The geoid height was determined by GEOID03.
 HX1588
 HX1588.The dynamic height is computed by dividing the NAVD 88
 HX1588.geopotential number by the normal gravity value computed on the
 HX1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1588.degrees latitude (g = 980.6199 gals.).
 HX1588
 HX1588.The modeled gravity was interpolated from observed gravity values.
 HX1588
 HX1588;                    North         East    Units  Estimated Accuracy
 HX1588;SPC WV S     -   171,260.      636,860.      MT  (+/- 180 meters Scaled)
 HX1588
 HX1588                          SUPERSEDED SURVEY CONTROL
 HX1588
 HX1588  NGVD 29 (??/??/92)  439.074  (m)         1440.53   (f) ADJ UNCH    2 0
 HX1588
 HX1588.Superseded values are not recommended for survey control.
 HX1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1588.See file dsdata.txt to determine how the superseded data were derived.
 HX1588
 HX1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC368660(NAD 83)
 HX1588_MARKER: DB = BENCH MARK DISK
 HX1588_SETTING: 80 = SET IN A BOULDER
 HX1588_SP_SET: BOULDER
 HX1588_STAMPING: W 263 1962
 HX1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1588+STABILITY: SURFACE MOTION
 HX1588
 HX1588  HISTORY     - Date     Condition        Report By
 HX1588  HISTORY     - 1962     MONUMENTED       CGS
 HX1588
 HX1588                          STATION DESCRIPTION
 HX1588
 HX1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1588'1.9 MI N FROM ERBACON.
 HX1588'ABOUT 1.9 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1588'FROM THE POST OFFICE AT ERBACON, 75 FEET SOUTHEAST AND ACROSS
 HX1588'TRACK FROM A 12 INCH OAK TREE, 9 FEET EAST OF EAST RAIL, ABOUT
 HX1588'LEVEL WITH TRACK, AND SET VERTICALLY IN WEST FACE OF EMBEDDED
 HX1588'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1555 ***********************************************************************
 HX1555  DESIGNATION -  W 264
 HX1555  PID         -  HX1555
 HX1555  STATE/COUNTY-  WV/BRAXTON
 HX1555  USGS QUAD   -  SUTTON (1976)
 HX1555
 HX1555                         *CURRENT SURVEY CONTROL
 HX1555  ___________________________________________________________________
 HX1555* NAD 83(1986)-  38 41 43.     (N)    080 38 13.     (W)     SCALED    
 HX1555* NAVD 88     -       333.327  (meters)    1093.59   (feet)  ADJUSTED  
 HX1555  ___________________________________________________________________
 HX1555  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HX1555  DYNAMIC HT  -         333.098 (meters)    1092.84  (feet)  COMP
 HX1555  MODELED GRAV-     979,930.2   (mgal)                       NAVD 88
 HX1555
 HX1555  VERT ORDER  -  SECOND    CLASS 0
 HX1555
 HX1555.The horizontal coordinates were scaled from a topographic map and have
 HX1555.an estimated accuracy of +/- 6 seconds.
 HX1555
 HX1555.The orthometric height was determined by differential leveling
 HX1555.and adjusted by the National Geodetic Survey in June 1991..
 HX1555
 HX1555.The geoid height was determined by GEOID03.
 HX1555
 HX1555.The dynamic height is computed by dividing the NAVD 88
 HX1555.geopotential number by the normal gravity value computed on the
 HX1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1555.degrees latitude (g = 980.6199 gals.).
 HX1555
 HX1555.The modeled gravity was interpolated from observed gravity values.
 HX1555
 HX1555;                    North         East    Units  Estimated Accuracy
 HX1555;SPC WV S     -   188,220.      631,580.      MT  (+/- 180 meters Scaled)
 HX1555
 HX1555                          SUPERSEDED SURVEY CONTROL
 HX1555
 HX1555  NGVD 29 (??/??/92)  333.503  (m)         1094.17   (f) ADJ UNCH    2 0
 HX1555
 HX1555.Superseded values are not recommended for survey control.
 HX1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1555.See file dsdata.txt to determine how the superseded data were derived.
 HX1555
 HX1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC315830(NAD 83)
 HX1555_MARKER: DB = BENCH MARK DISK
 HX1555_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1555_SP_SET: TUNNEL
 HX1555_STAMPING: W 264 1962
 HX1555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1555
 HX1555  HISTORY     - Date     Condition        Report By
 HX1555  HISTORY     - 1962     MONUMENTED       CGS
 HX1555
 HX1555                          STATION DESCRIPTION
 HX1555
 HX1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1555'2.4 MI SE FROM FLATWOODS.
 HX1555'ABOUT 2.4 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1555'FROM THE STATION AT FLATWOODS, 17.2 FEET WEST OF WEST RAIL,
 HX1555'SET VERTICALLY IN THE EAST FACE AT THE NORTH END OF A 600 FOOT
 HX1555'CONCRETE TUNNEL, 1.1 FOOT SOUTH OF NORTH END OF TUNNEL, ABOUT
 HX1555'30 YARDS EAST OF POLE 87-20, AND IS ABOUT 1 FOOT HIGHER THAN
 HX1555'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2135 ***********************************************************************
 HW2135  DESIGNATION -  W 265
 HW2135  PID         -  HW2135
 HW2135  STATE/COUNTY-  WV/RANDOLPH
 HW2135  USGS QUAD   -  SNYDER KNOB (1995)
 HW2135
 HW2135                         *CURRENT SURVEY CONTROL
 HW2135  ___________________________________________________________________
 HW2135* NAD 83(1986)-  38 35 48.     (N)    079 53 47.     (W)     SCALED    
 HW2135* NAVD 88     -      1093.262  (meters)    3586.81   (feet)  ADJUSTED  
 HW2135  ___________________________________________________________________
 HW2135  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HW2135  DYNAMIC HT  -        1092.355 (meters)    3583.83  (feet)  COMP
 HW2135  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 HW2135
 HW2135  VERT ORDER  -  SECOND    CLASS 0
 HW2135
 HW2135.The horizontal coordinates were scaled from a topographic map and have
 HW2135.an estimated accuracy of +/- 6 seconds.
 HW2135
 HW2135.The orthometric height was determined by differential leveling
 HW2135.and adjusted by the National Geodetic Survey in June 1991..
 HW2135
 HW2135.The geoid height was determined by GEOID03.
 HW2135
 HW2135.The dynamic height is computed by dividing the NAVD 88
 HW2135.geopotential number by the normal gravity value computed on the
 HW2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2135.degrees latitude (g = 980.6199 gals.).
 HW2135
 HW2135.The modeled gravity was interpolated from observed gravity values.
 HW2135
 HW2135;                    North         East    Units  Estimated Accuracy
 HW2135;SPC WV S     -   177,790.      696,140.      MT  (+/- 180 meters Scaled)
 HW2135
 HW2135                          SUPERSEDED SURVEY CONTROL
 HW2135
 HW2135  NGVD 29 (??/??/92) 1093.319  (m)         3587.00   (f) ADJ UNCH    2 0
 HW2135
 HW2135.Superseded values are not recommended for survey control.
 HW2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2135.See file dsdata.txt to determine how the superseded data were derived.
 HW2135
 HW2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC961725(NAD 83)
 HW2135_MARKER: DB = BENCH MARK DISK
 HW2135_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2135_STAMPING: W 265 1962
 HW2135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2135
 HW2135  HISTORY     - Date     Condition        Report By
 HW2135  HISTORY     - 1962     MONUMENTED       CGS
 HW2135
 HW2135                          STATION DESCRIPTION
 HW2135
 HW2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2135'2.5 MI SW FROM CHEAT BRIDGE.
 HW2135'ABOUT 2.5 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM
 HW2135'THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE, ABOUT 0.2
 HW2135'MILE SOUTHEAST OF MILEPOST C 26, ON TOP OF THE NORTHWEST END OF
 HW2135'A EMBEDDED ROCK THAT IS 6-BY 8-FOOT LONG, 10 1/2 FEET NORTHEAST
 HW2135'OF THE NORTHEAST RAIL, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HW2135'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1494 ***********************************************************************
 HX1494  DESIGNATION -  W 266 RESET 1963
 HX1494  PID         -  HX1494
 HX1494  STATE/COUNTY-  WV/BRAXTON
 HX1494  USGS QUAD   -  BURNSVILLE (1989)
 HX1494
 HX1494                         *CURRENT SURVEY CONTROL
 HX1494  ___________________________________________________________________
 HX1494* NAD 83(1986)-  38 47 25.     (N)    080 38 30.     (W)     SCALED    
 HX1494* NAVD 88     -       243.27   (+/-2cm)     798.1    (feet)  VERTCON   
 HX1494  ___________________________________________________________________
 HX1494  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HX1494
 HX1494  VERT ORDER  -  THIRD (See Below)
 HX1494
 HX1494.The horizontal coordinates were scaled from a topographic map and have
 HX1494.an estimated accuracy of +/- 6 seconds.
 HX1494
 HX1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX1494.The vertical order pertains to the NGVD 29 superseded value.
 HX1494
 HX1494.The geoid height was determined by GEOID03.
 HX1494
 HX1494;                    North         East    Units  Estimated Accuracy
 HX1494;SPC WV S     -   198,770.      631,130.      MT  (+/- 180 meters Scaled)
 HX1494
 HX1494                          SUPERSEDED SURVEY CONTROL
 HX1494
 HX1494  NGVD 29 (09/25/03)  243.47   (m)          798.8    (f) RESET       3  
 HX1494
 HX1494.Superseded values are not recommended for survey control.
 HX1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1494.See file dsdata.txt to determine how the superseded data were derived.
 HX1494
 HX1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC311935(NAD 83)
 HX1494_MARKER: DB = BENCH MARK DISK
 HX1494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1494_SP_SET: ABUTMENT
 HX1494_STAMPING: W 266 1963
 HX1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1494
 HX1494  HISTORY     - Date     Condition        Report By
 HX1494  HISTORY     - 1963     MONUMENTED       BORR
 HX1494
 HX1494                          STATION DESCRIPTION
 HX1494
 HX1494'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1963
 HX1494'4 MI S FROM GEM.
 HX1494'ABOUT 3.95 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1494'FROM THE POST OFFICE AT GEM, AND SET ON TOP OF THE NORTHWEST END
 HX1494'OF THE SOUTHWEST CONCRETE ABUTMENT OF BRIDGE 796 OVER SALTLICK
 HX1494'CREEK, 7 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 1 1/2
 HX1494'FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THIS BENCH MARK CAN
 HX1494'ALSO BE REACHED BY GOING ABOUT 2.25 MILES NORTH ALONG THE
 HX1494'BALTIMORE AND OHIO RAILROAD FROM THE STATION AT HEATERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0156 ***********************************************************************
 HX0156  DESIGNATION -  W 267
 HX0156  PID         -  HX0156
 HX0156  STATE/COUNTY-  WV/LEWIS
 HX0156  USGS QUAD   -  WALKERSVILLE (1976)
 HX0156
 HX0156                         *CURRENT SURVEY CONTROL
 HX0156  ___________________________________________________________________
 HX0156* NAD 83(1986)-  38 50 10.     (N)    080 25 36.     (W)     SCALED    
 HX0156* NAVD 88     -       355.898  (meters)    1167.64   (feet)  ADJUSTED  
 HX0156  ___________________________________________________________________
 HX0156  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HX0156  DYNAMIC HT  -         355.655 (meters)    1166.84  (feet)  COMP
 HX0156  MODELED GRAV-     979,935.8   (mgal)                       NAVD 88
 HX0156
 HX0156  VERT ORDER  -  SECOND    CLASS 0
 HX0156
 HX0156.The horizontal coordinates were scaled from a topographic map and have
 HX0156.an estimated accuracy of +/- 6 seconds.
 HX0156
 HX0156.The orthometric height was determined by differential leveling
 HX0156.and adjusted by the National Geodetic Survey in June 1991..
 HX0156
 HX0156.The geoid height was determined by GEOID03.
 HX0156
 HX0156.The dynamic height is computed by dividing the NAVD 88
 HX0156.geopotential number by the normal gravity value computed on the
 HX0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0156.degrees latitude (g = 980.6199 gals.).
 HX0156
 HX0156.The modeled gravity was interpolated from observed gravity values.
 HX0156
 HX0156;                    North         East    Units  Estimated Accuracy
 HX0156;SPC WV S     -   203,950.      649,780.      MT  (+/- 180 meters Scaled)
 HX0156
 HX0156                          SUPERSEDED SURVEY CONTROL
 HX0156
 HX0156  NGVD 29 (??/??/92)  356.084  (m)         1168.25   (f) ADJ UNCH    2 0
 HX0156
 HX0156.Superseded values are not recommended for survey control.
 HX0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0156.See file dsdata.txt to determine how the superseded data were derived.
 HX0156
 HX0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC497987(NAD 83)
 HX0156_MARKER: DB = BENCH MARK DISK
 HX0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0156_SP_SET: CULVERT
 HX0156_STAMPING: W 267 1962
 HX0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0156
 HX0156  HISTORY     - Date     Condition        Report By
 HX0156  HISTORY     - 1962     MONUMENTED       CGS
 HX0156
 HX0156                          STATION DESCRIPTION
 HX0156
 HX0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0156'2.9 MI NE FROM IRELAND.
 HX0156'ABOUT 0.2 MILE NORTHWEST ALONG COUNTY ROAD 50 FROM THE POST OFFICE
 HX0156'AT IRELAND, THENCE ABOUT 1.5 MILES NORTHEAST ALONG STATE HIGHWAY
 HX0156'4 AND U.S. HIGHWAY 19, THENCE ABOUT 1.2 MILES EAST ALONG STATE
 HX0156'HIGHWAY 4, SET ON TOP OF THE EAST END OF THE NORTH HEAD WALL OF
 HX0156'A 8-FOOT BOX CULVERT OVER A SMALL STREAM, 96 FEET SOUTHWEST OF
 HX0156'THE NORTHWEST CORNER OF A BARN, 57 FEET EAST OF THE CENTER
 HX0156'LINE OF A PRIVATE DRIVE TO A HOUSE, 25 FEET NORTH OF THE CENTER
 HX0156'LINE OF THE HIGHWAY, AND ABOUT 5 FEET BELOW THE LEVEL OF THE
 HX0156'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0231 ***********************************************************************
 HX0231  DESIGNATION -  W 268
 HX0231  PID         -  HX0231
 HX0231  STATE/COUNTY-  WV/LEWIS
 HX0231  USGS QUAD   -  WALKERSVILLE (1976)
 HX0231
 HX0231                         *CURRENT SURVEY CONTROL
 HX0231  ___________________________________________________________________
 HX0231* NAD 83(1986)-  38 45 12.     (N)    080 26 19.     (W)     SCALED    
 HX0231* NAVD 88     -       298.703  (meters)     979.99   (feet)  ADJUSTED  
 HX0231  ___________________________________________________________________
 HX0231  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 HX0231  DYNAMIC HT  -         298.498 (meters)     979.32  (feet)  COMP
 HX0231  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 HX0231
 HX0231  VERT ORDER  -  SECOND    CLASS 0
 HX0231
 HX0231.The horizontal coordinates were scaled from a topographic map and have
 HX0231.an estimated accuracy of +/- 6 seconds.
 HX0231
 HX0231.The orthometric height was determined by differential leveling
 HX0231.and adjusted by the National Geodetic Survey in June 1991..
 HX0231
 HX0231.The geoid height was determined by GEOID03.
 HX0231
 HX0231.The dynamic height is computed by dividing the NAVD 88
 HX0231.geopotential number by the normal gravity value computed on the
 HX0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0231.degrees latitude (g = 980.6199 gals.).
 HX0231
 HX0231.The modeled gravity was interpolated from observed gravity values.
 HX0231
 HX0231;                    North         East    Units  Estimated Accuracy
 HX0231;SPC WV S     -   194,750.      648,800.      MT  (+/- 180 meters Scaled)
 HX0231
 HX0231                          SUPERSEDED SURVEY CONTROL
 HX0231
 HX0231  NGVD 29 (??/??/92)  298.884  (m)          980.59   (f) ADJ UNCH    2 0
 HX0231
 HX0231.Superseded values are not recommended for survey control.
 HX0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0231.See file dsdata.txt to determine how the superseded data were derived.
 HX0231
 HX0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC487895(NAD 83)
 HX0231_MARKER: DB = BENCH MARK DISK
 HX0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0231_SP_SET: ABUTMENT
 HX0231_STAMPING: W 268 1962
 HX0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0231
 HX0231  HISTORY     - Date     Condition        Report By
 HX0231  HISTORY     - 1962     MONUMENTED       CGS
 HX0231
 HX0231                          STATION DESCRIPTION
 HX0231
 HX0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0231'AT WILDCAT.
 HX0231'AT WILDCAT, SET ON TOP OF THE SOUTH END OF THE EAST ABUTMENT
 HX0231'OF A CONCRETE BRIDGE OVER THE LITTLE KANAWHA RIVER, 9 FEET SOUTH
 HX0231'OF THE CENTER LINE OF THE ROAD, 57 FEET WEST OF THE CENTER
 HX0231'OF THE JUNCTION OF A GRAVEL ROAD SOUTH, AND ABOUT 2 FEET BELOW
 HX0231'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0198 ***********************************************************************
 HX0198  DESIGNATION -  W 269
 HX0198  PID         -  HX0198
 HX0198  STATE/COUNTY-  WV/WEBSTER
 HX0198  USGS QUAD   -  HACKER VALLEY (1967)
 HX0198
 HX0198                         *CURRENT SURVEY CONTROL
 HX0198  ___________________________________________________________________
 HX0198* NAD 83(1986)-  38 41 48.     (N)    080 23 17.     (W)     SCALED    
 HX0198* NAVD 88     -       483.279  (meters)    1585.56   (feet)  ADJUSTED  
 HX0198  ___________________________________________________________________
 HX0198  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HX0198  DYNAMIC HT  -         482.941 (meters)    1584.45  (feet)  COMP
 HX0198  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 HX0198
 HX0198  VERT ORDER  -  SECOND    CLASS 0
 HX0198
 HX0198.The horizontal coordinates were scaled from a topographic map and have
 HX0198.an estimated accuracy of +/- 6 seconds.
 HX0198
 HX0198.The orthometric height was determined by differential leveling
 HX0198.and adjusted by the National Geodetic Survey in June 1991..
 HX0198
 HX0198.The geoid height was determined by GEOID03.
 HX0198
 HX0198.The dynamic height is computed by dividing the NAVD 88
 HX0198.geopotential number by the normal gravity value computed on the
 HX0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0198.degrees latitude (g = 980.6199 gals.).
 HX0198
 HX0198.The modeled gravity was interpolated from observed gravity values.
 HX0198
 HX0198;                    North         East    Units  Estimated Accuracy
 HX0198;SPC WV S     -   188,490.      653,230.      MT  (+/- 180 meters Scaled)
 HX0198
 HX0198                          SUPERSEDED SURVEY CONTROL
 HX0198
 HX0198  NGVD 29 (??/??/92)  483.454  (m)         1586.13   (f) ADJ UNCH    2 0
 HX0198
 HX0198.Superseded values are not recommended for survey control.
 HX0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0198.See file dsdata.txt to determine how the superseded data were derived.
 HX0198
 HX0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC532832(NAD 83)
 HX0198_MARKER: DB = BENCH MARK DISK
 HX0198_SETTING: 66 = SET IN ROCK OUTCROP
 HX0198_SP_SET: ROCK LEDGE
 HX0198_STAMPING: W 269 1962
 HX0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0198+STABILITY: POSITION/ELEVATION WELL
 HX0198
 HX0198  HISTORY     - Date     Condition        Report By
 HX0198  HISTORY     - 1962     MONUMENTED       CGS
 HX0198
 HX0198                          STATION DESCRIPTION
 HX0198
 HX0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0198'3.7 MI S FROM CLEVELAND.
 HX0198'ABOUT 3.7 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0198'AT CLEVELAND, ON THE INSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX0198'EAST AND NORTHWEST, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 HX0198'ROCK LEDGE THAT IS 10 FEET LONG AND 3 FEET HIGH, 34 FEET WEST OF
 HX0198'A POWER POLE 301, 37 FEET EAST OF THE HEAD WALL OF A PIPE CULVERT,
 HX0198'22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2
 HX0198'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0080 ***********************************************************************
 JX0080  DESIGNATION -  W 27
 JX0080  PID         -  JX0080
 JX0080  STATE/COUNTY-  WV/MONONGALIA
 JX0080  USGS QUAD   -  RIVESVILLE (1976)
 JX0080
 JX0080                         *CURRENT SURVEY CONTROL
 JX0080  ___________________________________________________________________
 JX0080* NAD 83(1986)-  39 33 26.     (N)    080 00 05.     (W)     SCALED    
 JX0080* NAVD 88     -       258.526  (meters)     848.18   (feet)  POSTED    
 JX0080  ___________________________________________________________________
 JX0080  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JX0080  DYNAMIC HT  -         258.370 (meters)     847.67  (feet)  COMP
 JX0080  MODELED GRAV-     980,006.4   (mgal)                       NAVD 88
 JX0080
 JX0080  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0080
 JX0080.The horizontal coordinates were scaled from a topographic map and have
 JX0080.an estimated accuracy of +/- 6 seconds.
 JX0080
 JX0080.The orthometric height was determined by differential leveling
 JX0080.and adjusted by the National Geodetic Survey in 1992..
 JX0080.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0080.rate of 0.0 thru 1.0 mm/km.
 JX0080
 JX0080.The geoid height was determined by GEOID03.
 JX0080
 JX0080.The dynamic height is computed by dividing the NAVD 88
 JX0080.geopotential number by the normal gravity value computed on the
 JX0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0080.degrees latitude (g = 980.6199 gals.).
 JX0080
 JX0080.The modeled gravity was interpolated from observed gravity values.
 JX0080
 JX0080;                    North         East    Units  Estimated Accuracy
 JX0080;SPC WV N     -   117,490.      556,910.      MT  (+/- 180 meters Scaled)
 JX0080
 JX0080                          SUPERSEDED SURVEY CONTROL
 JX0080
 JX0080  NGVD 29 (??/??/92)  258.656  (m)          848.61   (f) ADJ UNCH    1 2
 JX0080
 JX0080.Superseded values are not recommended for survey control.
 JX0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0080.See file dsdata.txt to determine how the superseded data were derived.
 JX0080
 JX0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND857790(NAD 83)
 JX0080_MARKER: DB = BENCH MARK DISK
 JX0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0080_SP_SET: BRIDGE
 JX0080_STAMPING: W 27 1935
 JX0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0080
 JX0080  HISTORY     - Date     Condition        Report By
 JX0080  HISTORY     - 1935     MONUMENTED       CGS
 JX0080  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0080
 JX0080                          STATION DESCRIPTION
 JX0080
 JX0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0080'9 MI SW FROM MORGANTOWN.
 JX0080'9.0 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0080'THE STATION AT MORGANTOWN, MONONGALIA COUNTY AT LITTLE FALLS,
 JX0080'IN THE TOP OF THE SOUTHEAST CORNER OF THE EAST WINGWALL OF BRIDGE
 JX0080'365, AND 6 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 JX0080'STANDARD DISK, STAMPED W 27 1935.
 JX0080
 JX0080                          STATION RECOVERY (1983)
 JX0080
 JX0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0080'NOT RECOVERED, THE MARK IS INACCESSIBLE TO THE NEW LEVEL LINE ROUTE
 JX0080'AND WAS NOT SEARCHED FOR IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0223 ***********************************************************************
 HX0223  DESIGNATION -  W 270
 HX0223  PID         -  HX0223
 HX0223  STATE/COUNTY-  WV/UPSHUR
 HX0223  USGS QUAD   -  ADRIAN (1979)
 HX0223
 HX0223                         *CURRENT SURVEY CONTROL
 HX0223  ___________________________________________________________________
 HX0223* NAD 83(1986)-  38 52 55.     (N)    080 18 13.     (W)     SCALED    
 HX0223* NAVD 88     -       481.450  (meters)    1579.56   (feet)  ADJUSTED  
 HX0223  ___________________________________________________________________
 HX0223  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HX0223  DYNAMIC HT  -         481.119 (meters)    1578.47  (feet)  COMP
 HX0223  MODELED GRAV-     979,925.7   (mgal)                       NAVD 88
 HX0223
 HX0223  VERT ORDER  -  SECOND    CLASS 0
 HX0223
 HX0223.The horizontal coordinates were scaled from a topographic map and have
 HX0223.an estimated accuracy of +/- 6 seconds.
 HX0223
 HX0223.The orthometric height was determined by differential leveling
 HX0223.and adjusted by the National Geodetic Survey in June 1991..
 HX0223
 HX0223.The geoid height was determined by GEOID03.
 HX0223
 HX0223.The dynamic height is computed by dividing the NAVD 88
 HX0223.geopotential number by the normal gravity value computed on the
 HX0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0223.degrees latitude (g = 980.6199 gals.).
 HX0223
 HX0223.The modeled gravity was interpolated from observed gravity values.
 HX0223
 HX0223;                    North         East    Units  Estimated Accuracy
 HX0223;SPC WV S     -   209,110.      660,430.      MT  (+/- 180 meters Scaled)
 HX0223
 HX0223                          SUPERSEDED SURVEY CONTROL
 HX0223
 HX0223  NGVD 29 (??/??/92)  481.628  (m)         1580.14   (f) ADJ UNCH    2 0
 HX0223
 HX0223.Superseded values are not recommended for survey control.
 HX0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0223.See file dsdata.txt to determine how the superseded data were derived.
 HX0223
 HX0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND604039(NAD 83)
 HX0223_MARKER: DB = BENCH MARK DISK
 HX0223_SETTING: 66 = SET IN ROCK OUTCROP
 HX0223_SP_SET: ROCK CUT
 HX0223_STAMPING: W 270 1962
 HX0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0223+STABILITY: POSITION/ELEVATION WELL
 HX0223
 HX0223  HISTORY     - Date     Condition        Report By
 HX0223  HISTORY     - 1962     MONUMENTED       CGS
 HX0223
 HX0223                          STATION DESCRIPTION
 HX0223
 HX0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0223'4 MI NE FROM ROCK CAVE.
 HX0223'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX0223'OFFICE AT ROCK CAVE, THENCE 3.6 MILES NORTHEAST ALONG STATE
 HX0223'HIGHWAYS 20 AND 4, SET VERTICALLY IN THE NORTH FACE OF A ROCK
 HX0223'CUT, 20 FEET EAST OF THE WEST END OF THE CUT, 29 FEET SOUTH OF
 HX0223'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX0223'OF THE HIGHWAY.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED
 HX0223'BY GOING ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAYS 20 AND
 HX0223'4 FROM THE POST OFFICE AT FRENCH CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0349 ***********************************************************************
 HX0349  DESIGNATION -  W 271
 HX0349  PID         -  HX0349
 HX0349  STATE/COUNTY-  WV/RANDOLPH
 HX0349  USGS QUAD   -  PICKENS (1977)
 HX0349
 HX0349                         *CURRENT SURVEY CONTROL
 HX0349  ___________________________________________________________________
 HX0349* NAD 83(1986)-  38 42 57.     (N)    080 14 05.     (W)     SCALED    
 HX0349* NAVD 88     -       658.079  (meters)    2159.05   (feet)  ADJUSTED  
 HX0349  ___________________________________________________________________
 HX0349  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HX0349  DYNAMIC HT  -         657.581 (meters)    2157.41  (feet)  COMP
 HX0349  MODELED GRAV-     979,850.0   (mgal)                       NAVD 88
 HX0349
 HX0349  VERT ORDER  -  SECOND    CLASS 0
 HX0349
 HX0349.The horizontal coordinates were scaled from a topographic map and have
 HX0349.an estimated accuracy of +/- 6 seconds.
 HX0349
 HX0349.The orthometric height was determined by differential leveling
 HX0349.and adjusted by the National Geodetic Survey in June 1991..
 HX0349
 HX0349.The geoid height was determined by GEOID03.
 HX0349
 HX0349.The dynamic height is computed by dividing the NAVD 88
 HX0349.geopotential number by the normal gravity value computed on the
 HX0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0349.degrees latitude (g = 980.6199 gals.).
 HX0349
 HX0349.The modeled gravity was interpolated from observed gravity values.
 HX0349
 HX0349;                    North         East    Units  Estimated Accuracy
 HX0349;SPC WV S     -   190,720.      666,560.      MT  (+/- 180 meters Scaled)
 HX0349
 HX0349                          SUPERSEDED SURVEY CONTROL
 HX0349
 HX0349  NGVD 29 (??/??/92)  658.218  (m)         2159.50   (f) ADJ UNCH    2 0
 HX0349
 HX0349.Superseded values are not recommended for survey control.
 HX0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0349.See file dsdata.txt to determine how the superseded data were derived.
 HX0349
 HX0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC665855(NAD 83)
 HX0349_MARKER: DB = BENCH MARK DISK
 HX0349_SETTING: 66 = SET IN ROCK OUTCROP
 HX0349_SP_SET: ROCK PROJECTION
 HX0349_STAMPING: W 271 1962
 HX0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0349+STABILITY: POSITION/ELEVATION WELL
 HX0349
 HX0349  HISTORY     - Date     Condition        Report By
 HX0349  HISTORY     - 1962     MONUMENTED       CGS
 HX0349  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0349
 HX0349                          STATION DESCRIPTION
 HX0349
 HX0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0349'5.1 MI N FROM PICKENS.
 HX0349'ABOUT 5.1 MILES NORTH ALONG COUNTY ROAD 50 FROM THE POST OFFICE
 HX0349'AT PICKENS, SET ON TOP OF AN EMBEDDED ROCK THAT IS ABOUT 5-BY
 HX0349'6-FOOT LONG AND PROJECTS OUT OF THE ROAD BANK, 100 FEET NORTHWEST
 HX0349'OF THE CENTER OF A PRIVATE DRIVE LEADING TO A FARM HOUSE, 17
 HX0349'FEET NORTHWEST OF THE SOUTHWEST END OF A 14-INCH PIPE CULVERT
 HX0349'UNDER THE ROAD, AND IS ABOUT LEVEL WITH THE ROAD.
 HX0349
 HX0349                          STATION RECOVERY (1973)
 HX0349
 HX0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1628 ***********************************************************************
 HX1628  DESIGNATION -  W 272
 HX1628  PID         -  HX1628
 HX1628  STATE/COUNTY-  WV/BRAXTON
 HX1628  USGS QUAD   -  NEWVILLE (1976)
 HX1628
 HX1628                         *CURRENT SURVEY CONTROL
 HX1628  ___________________________________________________________________
 HX1628* NAD 83(1986)-  38 42 53.     (N)    080 30 48.     (W)     SCALED    
 HX1628* NAVD 88     -       499.949  (meters)    1640.25   (feet)  ADJUSTED  
 HX1628  ___________________________________________________________________
 HX1628  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HX1628  DYNAMIC HT  -         499.614 (meters)    1639.15  (feet)  COMP
 HX1628  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HX1628
 HX1628  VERT ORDER  -  SECOND    CLASS 0
 HX1628
 HX1628.The horizontal coordinates were scaled from a topographic map and have
 HX1628.an estimated accuracy of +/- 6 seconds.
 HX1628
 HX1628.The orthometric height was determined by differential leveling
 HX1628.and adjusted by the National Geodetic Survey in June 1991..
 HX1628
 HX1628.The geoid height was determined by GEOID03.
 HX1628
 HX1628.The dynamic height is computed by dividing the NAVD 88
 HX1628.geopotential number by the normal gravity value computed on the
 HX1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1628.degrees latitude (g = 980.6199 gals.).
 HX1628
 HX1628.The modeled gravity was interpolated from observed gravity values.
 HX1628
 HX1628;                    North         East    Units  Estimated Accuracy
 HX1628;SPC WV S     -   190,430.      642,330.      MT  (+/- 180 meters Scaled)
 HX1628
 HX1628                          SUPERSEDED SURVEY CONTROL
 HX1628
 HX1628  NGVD 29 (??/??/92)  500.134  (m)         1640.86   (f) ADJ UNCH    2 0
 HX1628
 HX1628.Superseded values are not recommended for survey control.
 HX1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1628.See file dsdata.txt to determine how the superseded data were derived.
 HX1628
 HX1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC423852(NAD 83)
 HX1628_MARKER: DB = BENCH MARK DISK
 HX1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1628_STAMPING: W 272 1962
 HX1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1628+STABILITY: SURFACE MOTION
 HX1628
 HX1628  HISTORY     - Date     Condition        Report By
 HX1628  HISTORY     - 1962     MONUMENTED       CGS
 HX1628
 HX1628                          STATION DESCRIPTION
 HX1628
 HX1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1628'9.4 MI S FROM FALLS MILL.
 HX1628'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1628'OFFICE AT FALLS MILL, THENCE 8.6 MILES SOUTHWEST AND THEN
 HX1628'SOUTHEAST ALONG A MOUNTAIN ROAD, 0.4 MILE SOUTH OF THE MT. NEBO
 HX1628'CHURCH AT MT. NEBO, SET AT THE SOUTH END OF A SMALL CEMETERY, 25
 HX1628'FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHEAST OF
 HX1628'THE SOUTHEAST END OF THE CEMETERY, 1 1/2 FEET EAST OF A STEEL
 HX1628'WITNESS POST, AND IS SET IN THE TOP OF A CONCRETE POST THAT IS
 HX1628'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0446 ***********************************************************************
 HX0446  DESIGNATION -  W 273
 HX0446  PID         -  HX0446
 HX0446  STATE/COUNTY-  WV/UPSHUR
 HX0446  USGS QUAD   -  ALTON (1989)
 HX0446
 HX0446                         *CURRENT SURVEY CONTROL
 HX0446  ___________________________________________________________________
 HX0446* NAD 83(1986)-  38 46 25.     (N)    080 08 54.     (W)     SCALED    
 HX0446* NAVD 88     -       839.728  (meters)    2755.01   (feet)  ADJUSTED  
 HX0446  ___________________________________________________________________
 HX0446  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX0446  DYNAMIC HT  -         839.127 (meters)    2753.04  (feet)  COMP
 HX0446  MODELED GRAV-     979,881.9   (mgal)                       NAVD 88
 HX0446
 HX0446  VERT ORDER  -  SECOND    CLASS 0
 HX0446
 HX0446.The horizontal coordinates were scaled from a topographic map and have
 HX0446.an estimated accuracy of +/- 6 seconds.
 HX0446
 HX0446.The orthometric height was determined by differential leveling
 HX0446.and adjusted by the National Geodetic Survey in June 1991..
 HX0446
 HX0446.The geoid height was determined by GEOID03.
 HX0446
 HX0446.The dynamic height is computed by dividing the NAVD 88
 HX0446.geopotential number by the normal gravity value computed on the
 HX0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0446.degrees latitude (g = 980.6199 gals.).
 HX0446
 HX0446.The modeled gravity was interpolated from observed gravity values.
 HX0446
 HX0446;                    North         East    Units  Estimated Accuracy
 HX0446;SPC WV S     -   197,200.      674,010.      MT  (+/- 180 meters Scaled)
 HX0446
 HX0446                          SUPERSEDED SURVEY CONTROL
 HX0446
 HX0446  NGVD 29 (??/??/92)  839.893  (m)         2755.55   (f) ADJ UNCH    2 0
 HX0446
 HX0446.Superseded values are not recommended for survey control.
 HX0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0446.See file dsdata.txt to determine how the superseded data were derived.
 HX0446
 HX0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC739919(NAD 83)
 HX0446_MARKER: DB = BENCH MARK DISK
 HX0446_SETTING: 80 = SET IN A BOULDER
 HX0446_SP_SET: BOULDER
 HX0446_STAMPING: W 273 1962
 HX0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0446+STABILITY: SURFACE MOTION
 HX0446
 HX0446  HISTORY     - Date     Condition        Report By
 HX0446  HISTORY     - 1962     MONUMENTED       CGS
 HX0446
 HX0446                          STATION DESCRIPTION
 HX0446
 HX0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0446'2.1 MI N FROM PALACE VALLEY.
 HX0446'ABOUT 2.1 MILES SOUTHEAST AND THEN NORTH ALONG A GRAVEL ROAD FROM
 HX0446'THE BRIDGE OVER THE LEFT FORK OF THE BUCKHANNON RIVER AT PALACE
 HX0446'VALLEY, 0.2 MILE NORTH OF A DIRT ROAD LEADING WEST, 0.15 MILE
 HX0446'SOUTHEAST OF A CHURCH AND ABANDONED SCHOOL HOUSE, SET ON TOP
 HX0446'OF A ROCK BOULDER THAT IS ABOUT 8-BY 16-FOOT LONG AND 8-FOOT HIGH,
 HX0446'3 FEET NORTH OF THE SOUTH END OF THE ROCK, 68 FEET NORTH OF A
 HX0446'PIPE LINE CROSSING, 11 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HX0446'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0470 ***********************************************************************
 HX0470  DESIGNATION -  W 274
 HX0470  PID         -  HX0470
 HX0470  STATE/COUNTY-  WV/RANDOLPH
 HX0470  USGS QUAD   -  ELLAMORE (1987)
 HX0470
 HX0470                         *CURRENT SURVEY CONTROL
 HX0470  ___________________________________________________________________
 HX0470* NAD 83(1986)-  38 53 53.     (N)    080 05 46.     (W)     SCALED    
 HX0470* NAVD 88     -       572.374  (meters)    1877.86   (feet)  ADJUSTED  
 HX0470  ___________________________________________________________________
 HX0470  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 HX0470  DYNAMIC HT  -         571.969 (meters)    1876.54  (feet)  COMP
 HX0470  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 HX0470
 HX0470  VERT ORDER  -  SECOND    CLASS 0
 HX0470
 HX0470.The horizontal coordinates were scaled from a topographic map and have
 HX0470.an estimated accuracy of +/- 6 seconds.
 HX0470
 HX0470.The orthometric height was determined by differential leveling
 HX0470.and adjusted by the National Geodetic Survey in June 1991..
 HX0470
 HX0470.The geoid height was determined by GEOID03.
 HX0470
 HX0470.The dynamic height is computed by dividing the NAVD 88
 HX0470.geopotential number by the normal gravity value computed on the
 HX0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0470.degrees latitude (g = 980.6199 gals.).
 HX0470
 HX0470.The modeled gravity was interpolated from observed gravity values.
 HX0470
 HX0470;                    North         East    Units  Estimated Accuracy
 HX0470;SPC WV S     -   211,050.      678,410.      MT  (+/- 180 meters Scaled)
 HX0470
 HX0470                          SUPERSEDED SURVEY CONTROL
 HX0470
 HX0470  NGVD 29 (??/??/92)  572.538  (m)         1878.40   (f) ADJ UNCH    2 0
 HX0470
 HX0470.Superseded values are not recommended for survey control.
 HX0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0470.See file dsdata.txt to determine how the superseded data were derived.
 HX0470
 HX0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND783058(NAD 83)
 HX0470_MARKER: DB = BENCH MARK DISK
 HX0470_SETTING: 80 = SET IN A BOULDER
 HX0470_SP_SET: BOULDER
 HX0470_STAMPING: W 274 1962
 HX0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0470+STABILITY: SURFACE MOTION
 HX0470
 HX0470  HISTORY     - Date     Condition        Report By
 HX0470  HISTORY     - 1962     MONUMENTED       CGS
 HX0470
 HX0470                          STATION DESCRIPTION
 HX0470
 HX0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0470'2.4 MI S FROM ELLAMORE.
 HX0470'ABOUT 2.35 MILES SOUTH ALONG A BLACK TOP ROAD AND GRAVEL ROAD
 HX0470'THAT FOLLOWS ALONG THE EAST SIDE OF THE MIDDLE FORK RIVER FROM
 HX0470'THE POST OFFICE AT ELLAMORE, SET ON TOP OF AN EMBEDDED ROCK THAT
 HX0470'IS ABOUT 6-BY 10-FOOT LONG AND 4-FOOT HIGH ON THE SOUTHEAST END,
 HX0470'2 FEET WEST OF THE EAST END OF THE ROCK, THE ROCK HAS A 24-INCH
 HX0470'MAPLE TREE GROWING OUT OF THE TOP OF THE ROCK, 28 FEET SOUTH
 HX0470'OF THE CENTER LINE OF THE ROAD, 0.1 MILE WEST OF A RAILROAD
 HX0470'CROSSING, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0413 ***********************************************************************
 HX0413  DESIGNATION -  W 275
 HX0413  PID         -  HX0413
 HX0413  STATE/COUNTY-  WV/RANDOLPH
 HX0413  USGS QUAD   -  CASSITY (1977)
 HX0413
 HX0413                         *CURRENT SURVEY CONTROL
 HX0413  ___________________________________________________________________
 HX0413* NAD 83(1986)-  38 48 07.     (N)    080 01 48.     (W)     SCALED    
 HX0413* NAVD 88     -       643.612  (meters)    2111.58   (feet)  ADJUSTED  
 HX0413  ___________________________________________________________________
 HX0413  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HX0413  DYNAMIC HT  -         643.139 (meters)    2110.03  (feet)  COMP
 HX0413  MODELED GRAV-     979,871.9   (mgal)                       NAVD 88
 HX0413
 HX0413  VERT ORDER  -  SECOND    CLASS 0
 HX0413
 HX0413.The horizontal coordinates were scaled from a topographic map and have
 HX0413.an estimated accuracy of +/- 6 seconds.
 HX0413
 HX0413.The orthometric height was determined by differential leveling
 HX0413.and adjusted by the National Geodetic Survey in June 1991..
 HX0413
 HX0413.The geoid height was determined by GEOID03.
 HX0413
 HX0413.The dynamic height is computed by dividing the NAVD 88
 HX0413.geopotential number by the normal gravity value computed on the
 HX0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0413.degrees latitude (g = 980.6199 gals.).
 HX0413
 HX0413.The modeled gravity was interpolated from observed gravity values.
 HX0413
 HX0413;                    North         East    Units  Estimated Accuracy
 HX0413;SPC WV S     -   200,440.      684,260.      MT  (+/- 180 meters Scaled)
 HX0413
 HX0413                          SUPERSEDED SURVEY CONTROL
 HX0413
 HX0413  NGVD 29 (??/??/92)  643.762  (m)         2112.08   (f) ADJ UNCH    2 0
 HX0413
 HX0413.Superseded values are not recommended for survey control.
 HX0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0413.See file dsdata.txt to determine how the superseded data were derived.
 HX0413
 HX0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC842952(NAD 83)
 HX0413_MARKER: DB = BENCH MARK DISK
 HX0413_SETTING: 80 = SET IN A BOULDER
 HX0413_SP_SET: BOULDER
 HX0413_STAMPING: W 275 1962
 HX0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0413+STABILITY: SURFACE MOTION
 HX0413
 HX0413  HISTORY     - Date     Condition        Report By
 HX0413  HISTORY     - 1962     MONUMENTED       CGS
 HX0413
 HX0413                          STATION DESCRIPTION
 HX0413
 HX0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0413'2.1 MI S FROM CASSITY.
 HX0413'ABOUT 2.1 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0413'AT CASSITY, SET ON TOP OF A LARGE ROCK THAT IS ABOUT 8 1/2 FEET
 HX0413'LONG AND 23 FEET WIDE AND IS EMBEDDED IN THE GROUND, 3 FEET
 HX0413'WEST OF THE EAST EDGE OF THE ROCK, 19 FEET WEST OF THE CENTER
 HX0413'LINE OF THE ROAD, 96 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 HX0413'SMALL SHED, ABOUT 75 YARDS SOUTHWEST OF A SMALL FRAME HOUSE,
 HX0413'AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0459 ***********************************************************************
 HX0459  DESIGNATION -  W 276
 HX0459  PID         -  HX0459
 HX0459  STATE/COUNTY-  WV/RANDOLPH
 HX0459  USGS QUAD   -  PICKENS (1977)
 HX0459
 HX0459                         *CURRENT SURVEY CONTROL
 HX0459  ___________________________________________________________________
 HX0459* NAD 83(1986)-  38 42 20.     (N)    080 12 05.     (W)     SCALED    
 HX0459* NAVD 88     -       682.312  (meters)    2238.55   (feet)  ADJUSTED  
 HX0459  ___________________________________________________________________
 HX0459  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX0459  DYNAMIC HT  -         681.804 (meters)    2236.89  (feet)  COMP
 HX0459  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 HX0459
 HX0459  VERT ORDER  -  SECOND    CLASS 0
 HX0459
 HX0459.The horizontal coordinates were scaled from a topographic map and have
 HX0459.an estimated accuracy of +/- 6 seconds.
 HX0459
 HX0459.The orthometric height was determined by differential leveling
 HX0459.and adjusted by the National Geodetic Survey in June 1991..
 HX0459
 HX0459.The geoid height was determined by GEOID03.
 HX0459
 HX0459.The dynamic height is computed by dividing the NAVD 88
 HX0459.geopotential number by the normal gravity value computed on the
 HX0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0459.degrees latitude (g = 980.6199 gals.).
 HX0459
 HX0459.The modeled gravity was interpolated from observed gravity values.
 HX0459
 HX0459;                    North         East    Units  Estimated Accuracy
 HX0459;SPC WV S     -   189,600.      669,460.      MT  (+/- 180 meters Scaled)
 HX0459
 HX0459                          SUPERSEDED SURVEY CONTROL
 HX0459
 HX0459  NGVD 29 (??/??/92)  682.459  (m)         2239.03   (f) ADJ UNCH    2 0
 HX0459
 HX0459.Superseded values are not recommended for survey control.
 HX0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0459.See file dsdata.txt to determine how the superseded data were derived.
 HX0459
 HX0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC694844(NAD 83)
 HX0459_MARKER: DB = BENCH MARK DISK
 HX0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0459_SP_SET: ABUTMENT
 HX0459_STAMPING: W 276 1962
 HX0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0459
 HX0459  HISTORY     - Date     Condition        Report By
 HX0459  HISTORY     - 1962     MONUMENTED       CGS
 HX0459
 HX0459                          STATION DESCRIPTION
 HX0459
 HX0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0459'AT HELVETIA.
 HX0459'AT HELVETIA, 0.05 MILE NORTHEAST OF THE POST OFFICE, SET ON TOP
 HX0459'OF THE SOUTHWEST ABUTMENT, 15 FEET SOUTHEAST OF THE NORTHWEST
 HX0459'END OF THE ABUTMENT OF A BRIDGE OVER UPPER TROUT RUN, 10 FEET
 HX0459'NORTHWEST OF THE CENTER LINE OF THE ROAD, 246 FEET SOUTHWEST
 HX0459'OF A T ROAD JUNCTION ROADS 45 AND 46, AND ABOUT 2 FEET BELOW
 HX0459'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0439 ***********************************************************************
 HX0439  DESIGNATION -  W 277
 HX0439  PID         -  HX0439
 HX0439  STATE/COUNTY-  WV/UPSHUR
 HX0439  USGS QUAD   -  ALTON (1989)
 HX0439
 HX0439                         *CURRENT SURVEY CONTROL
 HX0439  ___________________________________________________________________
 HX0439* NAD 83(1986)-  38 46 06.     (N)    080 11 25.     (W)     SCALED    
 HX0439* NAVD 88     -       719.619  (meters)    2360.95   (feet)  ADJUSTED  
 HX0439  ___________________________________________________________________
 HX0439  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 HX0439  DYNAMIC HT  -         719.095 (meters)    2359.23  (feet)  COMP
 HX0439  MODELED GRAV-     979,875.8   (mgal)                       NAVD 88
 HX0439
 HX0439  VERT ORDER  -  SECOND    CLASS 0
 HX0439
 HX0439.The horizontal coordinates were scaled from a topographic map and have
 HX0439.an estimated accuracy of +/- 6 seconds.
 HX0439
 HX0439.The orthometric height was determined by differential leveling
 HX0439.and adjusted by the National Geodetic Survey in June 1991..
 HX0439
 HX0439.The geoid height was determined by GEOID03.
 HX0439
 HX0439.The dynamic height is computed by dividing the NAVD 88
 HX0439.geopotential number by the normal gravity value computed on the
 HX0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0439.degrees latitude (g = 980.6199 gals.).
 HX0439
 HX0439.The modeled gravity was interpolated from observed gravity values.
 HX0439
 HX0439;                    North         East    Units  Estimated Accuracy
 HX0439;SPC WV S     -   196,580.      670,370.      MT  (+/- 180 meters Scaled)
 HX0439
 HX0439                          SUPERSEDED SURVEY CONTROL
 HX0439
 HX0439  NGVD 29 (??/??/92)  719.779  (m)         2361.47   (f) ADJ UNCH    2 0
 HX0439
 HX0439.Superseded values are not recommended for survey control.
 HX0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0439.See file dsdata.txt to determine how the superseded data were derived.
 HX0439
 HX0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC703913(NAD 83)
 HX0439_MARKER: DB = BENCH MARK DISK
 HX0439_SETTING: 80 = SET IN A BOULDER
 HX0439_SP_SET: BOULDER
 HX0439_STAMPING: W 277 1962
 HX0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0439+STABILITY: SURFACE MOTION
 HX0439
 HX0439  HISTORY     - Date     Condition        Report By
 HX0439  HISTORY     - 1962     MONUMENTED       CGS
 HX0439
 HX0439                          STATION DESCRIPTION
 HX0439
 HX0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0439'3.6 MI NW FROM PALACE VALLEY.
 HX0439'ABOUT 3.65 MILES NORTHWEST AND THEN WEST ALONG A TRAIL ROAD FROM
 HX0439'THE CONCRETE BRIDGE OVER THE LEFT FORK OF THE BUCKHANNON RIVER AT
 HX0439'PALACE VALLEY, 0.4 MILE SOUTHEAST OF THE JUNCTION OF THE CZAR AND
 HX0439'ALEXANDER ROAD, SET ON TOP OF A ROCK THAT IS 2-BY 21-FOOT LONG
 HX0439'AND IS EMBEDDED IN THE GROUND, 23 FEET SOUTH OF THE CENTER LINE
 HX0439'OF THE ROAD, 0.9 FOOT NORTHWEST OF THE SOUTHWEST EDGE OF THE ROCK,
 HX0439'AND ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2070 ***********************************************************************
 HW2070  DESIGNATION -  W 278 RESET 1972
 HW2070  PID         -  HW2070
 HW2070  STATE/COUNTY-  WV/RANDOLPH
 HW2070  USGS QUAD   -  BEVERLY WEST (1995)
 HW2070
 HW2070                         *CURRENT SURVEY CONTROL
 HW2070  ___________________________________________________________________
 HW2070* NAD 83(1986)-  38 50 14.     (N)    079 52 32.     (W)     SCALED    
 HW2070* NAVD 88     -       593.06   (+/-2cm)    1945.7    (feet)  VERTCON   
 HW2070  ___________________________________________________________________
 HW2070  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HW2070
 HW2070  VERT ORDER  -  THIRD (See Below)
 HW2070
 HW2070.The horizontal coordinates were scaled from a topographic map and have
 HW2070.an estimated accuracy of +/- 6 seconds.
 HW2070
 HW2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW2070.The vertical order pertains to the NGVD 29 superseded value.
 HW2070
 HW2070.The geoid height was determined by GEOID03.
 HW2070
 HW2070;                    North         East    Units  Estimated Accuracy
 HW2070;SPC WV S     -   204,510.      697,630.      MT  (+/- 180 meters Scaled)
 HW2070
 HW2070                          SUPERSEDED SURVEY CONTROL
 HW2070
 HW2070  NGVD 29 (09/25/03)  593.22   (m)         1946.3    (f) RESET       3  
 HW2070
 HW2070.Superseded values are not recommended for survey control.
 HW2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2070.See file dsdata.txt to determine how the superseded data were derived.
 HW2070
 HW2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC975993(NAD 83)
 HW2070_MARKER: DB = BENCH MARK DISK
 HW2070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2070_SP_SET: BRIDGE
 HW2070_STAMPING: W 278 RESET 1972
 HW2070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2070
 HW2070  HISTORY     - Date     Condition        Report By
 HW2070  HISTORY     - 1972     MONUMENTED       NGS
 HW2070
 HW2070                          STATION DESCRIPTION
 HW2070
 HW2070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HW2070'AT BEVERLY.
 HW2070'AT BEVERLY, ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 219 AND
 HW2070'250 FROM THE POST OFFICE AT BEVERLY, SET ON THE TOP OF THE
 HW2070'SOUTHEAST END OF THE SOUTHEAST ABUTMENT OF A BRIDGE OVER FILES
 HW2070'CREEK, 12.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND
 HW2070'3.9 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3209 ***********************************************************************
 HW3209  DESIGNATION -  W 278 RESET 1980
 HW3209  PID         -  HW3209
 HW3209  STATE/COUNTY-  WV/RANDOLPH
 HW3209  USGS QUAD   -  BEVERLY WEST (1995)
 HW3209
 HW3209                         *CURRENT SURVEY CONTROL
 HW3209  ___________________________________________________________________
 HW3209* NAD 83(1986)-  38 50 14.     (N)    079 52 32.     (W)     SCALED    
 HW3209* NAVD 88     -       594.538  (meters)    1950.58   (feet)  ADJUSTED  
 HW3209  ___________________________________________________________________
 HW3209  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HW3209  DYNAMIC HT  -         594.110 (meters)    1949.18  (feet)  COMP
 HW3209  MODELED GRAV-     979,888.9   (mgal)                       NAVD 88
 HW3209
 HW3209  VERT ORDER  -  FIRST     CLASS II
 HW3209
 HW3209.The horizontal coordinates were scaled from a topographic map and have
 HW3209.an estimated accuracy of +/- 6 seconds.
 HW3209
 HW3209.The orthometric height was determined by differential leveling
 HW3209.and adjusted by the National Geodetic Survey in June 1991..
 HW3209
 HW3209.The geoid height was determined by GEOID03.
 HW3209
 HW3209.The dynamic height is computed by dividing the NAVD 88
 HW3209.geopotential number by the normal gravity value computed on the
 HW3209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3209.degrees latitude (g = 980.6199 gals.).
 HW3209
 HW3209.The modeled gravity was interpolated from observed gravity values.
 HW3209
 HW3209;                    North         East    Units  Estimated Accuracy
 HW3209;SPC WV S     -   204,510.      697,630.      MT  (+/- 180 meters Scaled)
 HW3209
 HW3209                          SUPERSEDED SURVEY CONTROL
 HW3209
 HW3209.No superseded survey control is available for this station.
 HW3209
 HW3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC975993(NAD 83)
 HW3209_MARKER: DB = BENCH MARK DISK
 HW3209_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW3209_SP_SET: WINGWALL
 HW3209_STAMPING: W 278 RESET 1980
 HW3209_MARK LOGO: NGS   
 HW3209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3209+STABILITY: SURFACE MOTION
 HW3209
 HW3209  HISTORY     - Date     Condition        Report By
 HW3209  HISTORY     - 1980     MONUMENTED       WVHD
 HW3209  HISTORY     - 1983     GOOD             NGS
 HW3209
 HW3209                          STATION DESCRIPTION
 HW3209
 HW3209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3209'0.4 KM (0.25 MI) SOUTH FROM BEVERLY.
 HW3209'0.4 KM (0.25 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 HW3209'BEVERLY TO THE MARK ON THE LEFT, IN TOP OF THE WEST END OF THE
 HW3209'SOUTHEAST WINGWALL OF A BRIDGE OVER FILES CREEK, 5.0 METERS (16.5 FT)
 HW3209'EAST OF THE CENTERLINE OF THE HIGHWAY, 0.18 METER (0.6 FT) EAST OF THE
 HW3209'WEST END OF THE WINGWALL, 0.18 METER (0.6 FT) SOUTH OF THE NORTH EDGE
 HW3209'OF THE WINGWALL.
 HW3209'THE MARK IS 0.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1542 ***********************************************************************
 HX1542  DESIGNATION -  W 279
 HX1542  PID         -  HX1542
 HX1542  STATE/COUNTY-  WV/LEWIS
 HX1542  USGS QUAD   -  WALKERSVILLE (1976)
 HX1542
 HX1542                         *CURRENT SURVEY CONTROL
 HX1542  ___________________________________________________________________
 HX1542* NAD 83(1986)-  38 52 28.     (N)    080 29 55.     (W)     SCALED    
 HX1542* NAVD 88     -       339.771  (meters)    1114.73   (feet)  ADJUSTED  
 HX1542  ___________________________________________________________________
 HX1542  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HX1542  DYNAMIC HT  -         339.547 (meters)    1114.00  (feet)  COMP
 HX1542  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 HX1542
 HX1542  VERT ORDER  -  SECOND    CLASS 0
 HX1542
 HX1542.The horizontal coordinates were scaled from a topographic map and have
 HX1542.an estimated accuracy of +/- 6 seconds.
 HX1542
 HX1542.The orthometric height was determined by differential leveling
 HX1542.and adjusted by the National Geodetic Survey in June 1991..
 HX1542
 HX1542.The geoid height was determined by GEOID03.
 HX1542
 HX1542.The dynamic height is computed by dividing the NAVD 88
 HX1542.geopotential number by the normal gravity value computed on the
 HX1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1542.degrees latitude (g = 980.6199 gals.).
 HX1542
 HX1542.The modeled gravity was interpolated from observed gravity values.
 HX1542
 HX1542;                    North         East    Units  Estimated Accuracy
 HX1542;SPC WV S     -   208,170.      643,510.      MT  (+/- 180 meters Scaled)
 HX1542
 HX1542                          SUPERSEDED SURVEY CONTROL
 HX1542
 HX1542  NGVD 29 (??/??/92)  339.962  (m)         1115.36   (f) ADJ UNCH    2 0
 HX1542
 HX1542.Superseded values are not recommended for survey control.
 HX1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1542.See file dsdata.txt to determine how the superseded data were derived.
 HX1542
 HX1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND434029(NAD 83)
 HX1542_MARKER: DB = BENCH MARK DISK
 HX1542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1542_SP_SET: TUNNEL WALL
 HX1542_STAMPING: W 279 1962
 HX1542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1542
 HX1542  HISTORY     - Date     Condition        Report By
 HX1542  HISTORY     - 1962     MONUMENTED       CGS
 HX1542
 HX1542                          STATION DESCRIPTION
 HX1542
 HX1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1542'3.4 MI NW FROM WALKERSVILLE.
 HX1542'ABOUT 3.4 MILES NORTHWEST AND THEN WEST ALONG THE BALTIMORE AND
 HX1542'OHIO RAILROAD FROM THE STATION AT WALKERSVILLE, SET VERTICALLY
 HX1542'IN THE NORTHEAST FACE OF THE NORTHWEST WALL AT THE NORTHEAST END
 HX1542'OF A BRICK TUNNEL, 2 1/2 FEET NORTH OF THE SOUTH CORNER, AND
 HX1542'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.  NOTE-- THIS BENCH
 HX1542'MARK CAN ALSO BE REACHED BY GOING ABOUT 6.6 MILES EAST ALONG THE
 HX1542'BALTIMORE AND OHIO RAILROAD FROM THE POST OFFICE AT ORLANDO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0872 ***********************************************************************
 KY0872  DESIGNATION -  W 28
 KY0872  PID         -  KY0872
 KY0872  STATE/COUNTY-  WV/OHIO
 KY0872  USGS QUAD   -  VALLEY GROVE (1981)
 KY0872
 KY0872                         *CURRENT SURVEY CONTROL
 KY0872  ___________________________________________________________________
 KY0872* NAD 83(1986)-  40 04 57.     (N)    080 34 50.     (W)     SCALED    
 KY0872* NAVD 88     -       275.476  (meters)     903.79   (feet)  ADJUSTED  
 KY0872  ___________________________________________________________________
 KY0872  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY0872  DYNAMIC HT  -         275.320 (meters)     903.28  (feet)  COMP
 KY0872  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 KY0872
 KY0872  VERT ORDER  -  SECOND    CLASS 0
 KY0872
 KY0872.The horizontal coordinates were scaled from a topographic map and have
 KY0872.an estimated accuracy of +/- 6 seconds.
 KY0872
 KY0872.The orthometric height was determined by differential leveling
 KY0872.and adjusted by the National Geodetic Survey in June 1991..
 KY0872
 KY0872.The geoid height was determined by GEOID03.
 KY0872
 KY0872.The dynamic height is computed by dividing the NAVD 88
 KY0872.geopotential number by the normal gravity value computed on the
 KY0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0872.degrees latitude (g = 980.6199 gals.).
 KY0872
 KY0872.The modeled gravity was interpolated from observed gravity values.
 KY0872
 KY0872;                    North         East    Units  Estimated Accuracy
 KY0872;SPC WV N     -   176,240.      507,840.      MT  (+/- 180 meters Scaled)
 KY0872
 KY0872                          SUPERSEDED SURVEY CONTROL
 KY0872
 KY0872  NGVD 29 (??/??/92)  275.625  (m)          904.28   (f) ADJ UNCH    2 0
 KY0872
 KY0872.Superseded values are not recommended for survey control.
 KY0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0872.See file dsdata.txt to determine how the superseded data were derived.
 KY0872
 KY0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE357369(NAD 83)
 KY0872_MARKER: DB = BENCH MARK DISK
 KY0872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0872_SP_SET: BASE
 KY0872_STAMPING: W 28 1935
 KY0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0872
 KY0872  HISTORY     - Date     Condition        Report By
 KY0872  HISTORY     - 1935     MONUMENTED       CGS
 KY0872  HISTORY     - 1957     GOOD             NGS
 KY0872  HISTORY     - 1960     GOOD             NGS
 KY0872
 KY0872                          STATION DESCRIPTION
 KY0872
 KY0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0872'1.1 MI SW FROM VALLEY GROVE.
 KY0872'ABOUT 1.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0872'FROM ITS OVERPASS OVER STOOL FIRE ROAD AT VALLEY GROVE, NEAR
 KY0872'MILEPOLE NO. 57 + 11, 19 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 KY0872'AND AT THE OUTSIDE OF A CURVE, ON TOP OF AND NEAR THE CENTER
 KY0872'OF THE NORTHWEST EDGE OF AN ABANDONED SIGNAL BASE, ABOUT 40
 KY0872'YARDS EAST OF A BRIDGE ACROSS WHEELING CREEK FOR A ROAD LEADING
 KY0872'UPSTREAM ALONG BATTLE RUN, ABOUT 0.1 MILE NORTHEAST OF THE
 KY0872'CONFLUENCE OF WHEELING CREEK AND BATTLE RUN AND ABOUT 1 FOOT
 KY0872'ABOVE THE TOP OF RAIL.
 KY0872
 KY0872                          STATION RECOVERY (1960)
 KY0872
 KY0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2024 ***********************************************************************
 HW2024  DESIGNATION -  W 280
 HW2024  PID         -  HW2024
 HW2024  STATE/COUNTY-  WV/RANDOLPH
 HW2024  USGS QUAD   -  JUNIOR (1976)
 HW2024
 HW2024                         *CURRENT SURVEY CONTROL
 HW2024  ___________________________________________________________________
 HW2024* NAD 83(1986)-  38 52 33.     (N)    079 58 38.     (W)     SCALED    
 HW2024* NAVD 88     -       678.243  (meters)    2225.20   (feet)  ADJUSTED  
 HW2024  ___________________________________________________________________
 HW2024  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HW2024  DYNAMIC HT  -         677.750 (meters)    2223.58  (feet)  COMP
 HW2024  MODELED GRAV-     979,878.6   (mgal)                       NAVD 88
 HW2024
 HW2024  VERT ORDER  -  SECOND    CLASS 0
 HW2024
 HW2024.The horizontal coordinates were scaled from a topographic map and have
 HW2024.an estimated accuracy of +/- 6 seconds.
 HW2024
 HW2024.The orthometric height was determined by differential leveling
 HW2024.and adjusted by the National Geodetic Survey in June 1991..
 HW2024
 HW2024.The geoid height was determined by GEOID03.
 HW2024
 HW2024.The dynamic height is computed by dividing the NAVD 88
 HW2024.geopotential number by the normal gravity value computed on the
 HW2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2024.degrees latitude (g = 980.6199 gals.).
 HW2024
 HW2024.The modeled gravity was interpolated from observed gravity values.
 HW2024
 HW2024;                    North         East    Units  Estimated Accuracy
 HW2024;SPC WV S     -   208,690.      688,750.      MT  (+/- 180 meters Scaled)
 HW2024
 HW2024                          SUPERSEDED SURVEY CONTROL
 HW2024
 HW2024  NGVD 29 (??/??/92)  678.396  (m)         2225.70   (f) ADJ UNCH    2 0
 HW2024
 HW2024.Superseded values are not recommended for survey control.
 HW2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2024.See file dsdata.txt to determine how the superseded data were derived.
 HW2024
 HW2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND887034(NAD 83)
 HW2024_MARKER: DB = BENCH MARK DISK
 HW2024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2024_SP_SET: BRIDGE
 HW2024_STAMPING: W 280 1962
 HW2024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2024
 HW2024  HISTORY     - Date     Condition        Report By
 HW2024  HISTORY     - 1962     MONUMENTED       CGS
 HW2024
 HW2024                          STATION DESCRIPTION
 HW2024
 HW2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2024'0.2 MI SE FROM MABIE.
 HW2024'ABOUT 0.2 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2024'OFFICE AT MABIE, ABOUT 0.15 MILE NORTHWEST OF A CHURCH ON THE
 HW2024'EAST SIDE OF THE ROAD, SET ON TOP OF SOUTH END OF THE EAST
 HW2024'CONCRETE ABUTMENT OF A BRIDGE OVER ROARING CREEK, 30 FEET
 HW2024'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING NORTHWEST,
 HW2024'13 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND IS ABOUT 3
 HW2024'FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2097 ***********************************************************************
 HW2097  DESIGNATION -  W 281
 HW2097  PID         -  HW2097
 HW2097  STATE/COUNTY-  WV/RANDOLPH
 HW2097  USGS QUAD   -  WILDELL (1995)
 HW2097
 HW2097                         *CURRENT SURVEY CONTROL
 HW2097  ___________________________________________________________________
 HW2097* NAD 83(1986)-  38 38 56.     (N)    079 51 53.     (W)     SCALED    
 HW2097* NAVD 88     -      1070.994  (meters)    3513.75   (feet)  ADJUSTED  
 HW2097  ___________________________________________________________________
 HW2097  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 HW2097  DYNAMIC HT  -        1070.131 (meters)    3510.92  (feet)  COMP
 HW2097  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 HW2097
 HW2097  VERT ORDER  -  SECOND    CLASS 0
 HW2097
 HW2097.The horizontal coordinates were scaled from a topographic map and have
 HW2097.an estimated accuracy of +/- 6 seconds.
 HW2097
 HW2097.The orthometric height was determined by differential leveling
 HW2097.and adjusted by the National Geodetic Survey in June 1991..
 HW2097
 HW2097.The geoid height was determined by GEOID03.
 HW2097
 HW2097.The dynamic height is computed by dividing the NAVD 88
 HW2097.geopotential number by the normal gravity value computed on the
 HW2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2097.degrees latitude (g = 980.6199 gals.).
 HW2097
 HW2097.The modeled gravity was interpolated from observed gravity values.
 HW2097
 HW2097;                    North         East    Units  Estimated Accuracy
 HW2097;SPC WV S     -   183,620.      698,820.      MT  (+/- 180 meters Scaled)
 HW2097
 HW2097                          SUPERSEDED SURVEY CONTROL
 HW2097
 HW2097  NGVD 29 (??/??/92) 1071.079  (m)         3514.03   (f) ADJ UNCH    2 0
 HW2097
 HW2097.Superseded values are not recommended for survey control.
 HW2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2097.See file dsdata.txt to determine how the superseded data were derived.
 HW2097
 HW2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC987784(NAD 83)
 HW2097_MARKER: DB = BENCH MARK DISK
 HW2097_SETTING: 80 = SET IN A BOULDER
 HW2097_STAMPING: W 281 1962
 HW2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2097+STABILITY: SURFACE MOTION
 HW2097
 HW2097  HISTORY     - Date     Condition        Report By
 HW2097  HISTORY     - 1962     MONUMENTED       CGS
 HW2097
 HW2097                          STATION DESCRIPTION
 HW2097
 HW2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2097'3.5 MI NE FROM CHEAT BRIDGE.
 HW2097'ABOUT 3.5 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN
 HW2097'MARYLAND RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT
 HW2097'BRIDGE, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING TO
 HW2097'THE NORTHEAST AND SOUTHEAST, SET VERTICALLY IN THE SOUTHWEST
 HW2097'FACE OF AN EMBEDDED BOULDER THAT IS ABOUT 8-BY 20-FOOT LONG AND
 HW2097'ABOUT 6-FOOT HIGH, 15 RAILS SOUTHWEST OF MILEPOST C 20, 25
 HW2097'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 3 1/2 FEET ABOVE
 HW2097'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0099 ***********************************************************************
 HX0099  DESIGNATION -  W 282
 HX0099  PID         -  HX0099
 HX0099  STATE/COUNTY-  WV/UPSHUR
 HX0099  USGS QUAD   -  BUCKHANNON (1989)
 HX0099
 HX0099                         *CURRENT SURVEY CONTROL
 HX0099  ___________________________________________________________________
 HX0099* NAD 83(1986)-  38 54 05.     (N)    080 09 31.     (W)     SCALED    
 HX0099* NAVD 88     -       555.954  (meters)    1823.99   (feet)  ADJUSTED  
 HX0099  ___________________________________________________________________
 HX0099  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HX0099  DYNAMIC HT  -         555.575 (meters)    1822.75  (feet)  COMP
 HX0099  MODELED GRAV-     979,928.0   (mgal)                       NAVD 88
 HX0099
 HX0099  VERT ORDER  -  SECOND    CLASS 0
 HX0099
 HX0099.The horizontal coordinates were scaled from a topographic map and have
 HX0099.an estimated accuracy of +/- 6 seconds.
 HX0099
 HX0099.The orthometric height was determined by differential leveling
 HX0099.and adjusted by the National Geodetic Survey in June 1991..
 HX0099
 HX0099.The geoid height was determined by GEOID03.
 HX0099
 HX0099.The dynamic height is computed by dividing the NAVD 88
 HX0099.geopotential number by the normal gravity value computed on the
 HX0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0099.degrees latitude (g = 980.6199 gals.).
 HX0099
 HX0099.The modeled gravity was interpolated from observed gravity values.
 HX0099
 HX0099;                    North         East    Units  Estimated Accuracy
 HX0099;SPC WV S     -   211,370.      672,990.      MT  (+/- 180 meters Scaled)
 HX0099
 HX0099                          SUPERSEDED SURVEY CONTROL
 HX0099
 HX0099  NGVD 29 (??/??/92)  556.132  (m)         1824.58   (f) ADJ UNCH    2 0
 HX0099
 HX0099.Superseded values are not recommended for survey control.
 HX0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0099.See file dsdata.txt to determine how the superseded data were derived.
 HX0099
 HX0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND729061(NAD 83)
 HX0099_MARKER: DB = BENCH MARK DISK
 HX0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0099_SP_SET: CULVERT
 HX0099_STAMPING: W 282 1962
 HX0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0099
 HX0099  HISTORY     - Date     Condition        Report By
 HX0099  HISTORY     - 1962     MONUMENTED       CGS
 HX0099
 HX0099                          STATION DESCRIPTION
 HX0099
 HX0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0099'2 MI E FROM TALLMANSVILLE.
 HX0099'ABOUT 1.6 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX0099'OFFICE AT TALLMANSVILLE, THENCE ABOUT 0.35 MILE NORTHEAST ALONG
 HX0099'A BLACK TOP ROAD, SET ON TOP OF THE NORTHEAST END OF THE
 HX0099'SOUTHEAST HEAD WALL OF A CONCRETE CULVERT, 10 FEET SOUTH OF THE
 HX0099'CENTER OF THE ROAD, 120 FEET SOUTHWEST OF THE CENTER OF THE
 HX0099'JUNCTION OF A BLACK TOP ROAD LEADING EAST, AND ABOUT 1 FOOT
 HX0099'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0386 ***********************************************************************
 GX0386  DESIGNATION -  W 283
 GX0386  PID         -  GX0386
 GX0386  STATE/COUNTY-  WV/MERCER
 GX0386  USGS QUAD   -  OAKVALE (1977)
 GX0386
 GX0386                         *CURRENT SURVEY CONTROL
 GX0386  ___________________________________________________________________
 GX0386* NAD 83(1986)-  37 20 45.     (N)    080 55 14.     (W)     SCALED    
 GX0386* NAVD 88     -       509.870  (meters)    1672.80   (feet)  ADJUSTED  
 GX0386  ___________________________________________________________________
 GX0386  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX0386  DYNAMIC HT  -         509.433 (meters)    1671.36  (feet)  COMP
 GX0386  MODELED GRAV-     979,758.2   (mgal)                       NAVD 88
 GX0386
 GX0386  VERT ORDER  -  FIRST     CLASS II
 GX0386
 GX0386.The horizontal coordinates were scaled from a topographic map and have
 GX0386.an estimated accuracy of +/- 6 seconds.
 GX0386
 GX0386.The orthometric height was determined by differential leveling
 GX0386.and adjusted by the National Geodetic Survey in June 1991..
 GX0386
 GX0386.The geoid height was determined by GEOID03.
 GX0386
 GX0386.The dynamic height is computed by dividing the NAVD 88
 GX0386.geopotential number by the normal gravity value computed on the
 GX0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0386.degrees latitude (g = 980.6199 gals.).
 GX0386
 GX0386.The modeled gravity was interpolated from observed gravity values.
 GX0386
 GX0386;                    North         East    Units  Estimated Accuracy
 GX0386;SPC WV S     -    38,390.      607,040.      MT  (+/- 180 meters Scaled)
 GX0386
 GX0386                          SUPERSEDED SURVEY CONTROL
 GX0386
 GX0386  NGVD 29 (??/??/92)  509.993  (m)         1673.20   (f) ADJ UNCH    1 2
 GX0386
 GX0386.Superseded values are not recommended for survey control.
 GX0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0386.See file dsdata.txt to determine how the superseded data were derived.
 GX0386
 GX0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB070332(NAD 83)
 GX0386_MARKER: DB = BENCH MARK DISK
 GX0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0386_SP_SET: ABUTMENT
 GX0386_STAMPING: W 283 1965
 GX0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0386
 GX0386  HISTORY     - Date     Condition        Report By
 GX0386  HISTORY     - 1965     MONUMENTED       CGS
 GX0386  HISTORY     - 1980     GOOD             LOCSUR
 GX0386  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0386
 GX0386                          STATION DESCRIPTION
 GX0386
 GX0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX0386'2.5 MI E FROM OAKVALE.
 GX0386'2.5 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0386'STATION AT OAKVALE, ABOUT 0.5 MILE EAST OF MILEPOST N-345, SET IN
 GX0386'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT
 GX0386'FOR THE BRIDGE OVER THE EAST RIVER AND UNDER THE TRACK THAT
 GX0386'CONNECTS THE MAIN LINE TRACK ALONG THE NORTH SIDE OF THE RIVER AND
 GX0386'U.S. HIGHWAY 460, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT
 GX0386'50 YARDS NORTH OF THE MAIN TRACK, ABOUT LEVEL WITH THE CONNECTING
 GX0386'TRACK AND ABOUT 6 FEET ABOVE THE MAIN TRACK.
 GX0386
 GX0386                          STATION RECOVERY (1980)
 GX0386
 GX0386'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0386'RECOVERED IN GOOD CONDITION.
 GX0386
 GX0386                          STATION RECOVERY (1984)
 GX0386
 GX0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0386'NOT RECOVERED, NOT ACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2157 ***********************************************************************
 HW2157  DESIGNATION -  W 3
 HW2157  PID         -  HW2157
 HW2157  STATE/COUNTY-  WV/POCAHONTAS
 HW2157  USGS QUAD   -  CLOVER LICK (1995)
 HW2157
 HW2157                         *CURRENT SURVEY CONTROL
 HW2157  ___________________________________________________________________
 HW2157* NAD 83(1986)-  38 21 29.     (N)    079 55 40.     (W)     SCALED    
 HW2157* NAVD 88     -       720.888  (meters)    2365.11   (feet)  ADJUSTED  
 HW2157  ___________________________________________________________________
 HW2157  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HW2157  DYNAMIC HT  -         720.309 (meters)    2363.21  (feet)  COMP
 HW2157  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 HW2157
 HW2157  VERT ORDER  -  FIRST     CLASS II
 HW2157
 HW2157.The horizontal coordinates were scaled from a topographic map and have
 HW2157.an estimated accuracy of +/- 6 seconds.
 HW2157
 HW2157.The orthometric height was determined by differential leveling
 HW2157.and adjusted by the National Geodetic Survey in June 1991..
 HW2157
 HW2157.The geoid height was determined by GEOID03.
 HW2157
 HW2157.The dynamic height is computed by dividing the NAVD 88
 HW2157.geopotential number by the normal gravity value computed on the
 HW2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2157.degrees latitude (g = 980.6199 gals.).
 HW2157
 HW2157.The modeled gravity was interpolated from observed gravity values.
 HW2157
 HW2157;                    North         East    Units  Estimated Accuracy
 HW2157;SPC WV S     -   151,270.      693,710.      MT  (+/- 180 meters Scaled)
 HW2157
 HW2157                          SUPERSEDED SURVEY CONTROL
 HW2157
 HW2157  NGVD 29 (??/??/92)  720.959  (m)         2365.35   (f) ADJ UNCH    1 2
 HW2157
 HW2157.Superseded values are not recommended for survey control.
 HW2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2157.See file dsdata.txt to determine how the superseded data were derived.
 HW2157
 HW2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC936460(NAD 83)
 HW2157_MARKER: DB = BENCH MARK DISK
 HW2157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2157_SP_SET: BRIDGE
 HW2157_STAMPING: W 3 1933
 HW2157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2157
 HW2157  HISTORY     - Date     Condition        Report By
 HW2157  HISTORY     - 1933     MONUMENTED       CGS
 HW2157
 HW2157                          STATION DESCRIPTION
 HW2157
 HW2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW2157'AT SITLINGTON.
 HW2157'AT SITLINGTON, POCAHONTAS COUNTY, 150 YARDS NORTH OF THE
 HW2157'CHESAPEAKE AND OHIO RAILWAY STATION, AT THE HIGHWAY BRIDGE OVER
 HW2157'GREENBRIER RIVER, IN THE TOP OF THE SOUTH END OF THE WEST
 HW2157'ABUTMENT, 15 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND
 HW2157'ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HW2157'W 3 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3656 ***********************************************************************
 HW3656  DESIGNATION -  W 3 RESET
 HW3656  PID         -  HW3656
 HW3656  STATE/COUNTY-  WV/POCAHONTAS
 HW3656  USGS QUAD   -  CLOVER LICK (1995)
 HW3656
 HW3656                         *CURRENT SURVEY CONTROL
 HW3656  ___________________________________________________________________
 HW3656* NAD 83(1986)-  38 21 29.     (N)    079 55 40.     (W)     SCALED    
 HW3656* NAVD 88     -       722.39   (meters)    2370.0    (feet)  RESET     
 HW3656  ___________________________________________________________________
 HW3656  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HW3656
 HW3656  VERT ORDER  -  THIRD
 HW3656
 HW3656.The horizontal coordinates were scaled from a topographic map and have
 HW3656.an estimated accuracy of +/- 6 seconds.
 HW3656
 HW3656.The orthometric height was computed from unverified reset data.
 HW3656.No vertical observational check was made to the station.
 HW3656
 HW3656.The geoid height was determined by GEOID03.
 HW3656
 HW3656;                    North         East    Units  Estimated Accuracy
 HW3656;SPC WV S     -   151,270.      693,710.      MT  (+/- 180 meters Scaled)
 HW3656
 HW3656                          SUPERSEDED SURVEY CONTROL
 HW3656
 HW3656  NGVD 29 (09/25/03)  722.46   (m)         2370.3    (f) RESET       3  
 HW3656
 HW3656.Superseded values are not recommended for survey control.
 HW3656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3656.See file dsdata.txt to determine how the superseded data were derived.
 HW3656
 HW3656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC936460(NAD 83)
 HW3656_MARKER: DV = VERTICAL CONTROL DISK
 HW3656_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HW3656_SP_SET: BRIDGE ABUTMENT
 HW3656_STAMPING: W 3 RESET 1987
 HW3656_MARK LOGO: NGS   
 HW3656_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3656
 HW3656  HISTORY     - Date     Condition        Report By
 HW3656  HISTORY     - 1987     MONUMENTED       WVHD
 HW3656
 HW3656                          STATION DESCRIPTION
 HW3656
 HW3656'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1987
 HW3656'IN SITLINGTON, AT THE STATE HIGHWAY 12 BRIDGE OVER GREENBRIER RIVER,
 HW3656'IN THE SOUTH END OF THE WEST ABUTMENT, AND 10.0 FEET (3.0 M) WEST OF
 HW3656'THE CENTER OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2010 ***********************************************************************
 HW2010  DESIGNATION -  W 31
 HW2010  PID         -  HW2010
 HW2010  STATE/COUNTY-  WV/RANDOLPH
 HW2010  USGS QUAD   -  ELKINS (1995)
 HW2010
 HW2010                         *CURRENT SURVEY CONTROL
 HW2010  ___________________________________________________________________
 HW2010* NAD 83(1986)-  38 57 04.     (N)    079 50 37.     (W)     SCALED    
 HW2010* NAVD 88     -       583.951  (meters)    1915.85   (feet)  ADJUSTED  
 HW2010  ___________________________________________________________________
 HW2010  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HW2010  DYNAMIC HT  -         583.538 (meters)    1914.49  (feet)  COMP
 HW2010  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 HW2010
 HW2010  VERT ORDER  -  SECOND    CLASS 0
 HW2010
 HW2010.The horizontal coordinates were scaled from a topographic map and have
 HW2010.an estimated accuracy of +/- 6 seconds.
 HW2010
 HW2010.The orthometric height was determined by differential leveling
 HW2010.and adjusted by the National Geodetic Survey in June 1991..
 HW2010
 HW2010.The geoid height was determined by GEOID03.
 HW2010
 HW2010.The dynamic height is computed by dividing the NAVD 88
 HW2010.geopotential number by the normal gravity value computed on the
 HW2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2010.degrees latitude (g = 980.6199 gals.).
 HW2010
 HW2010.The modeled gravity was interpolated from observed gravity values.
 HW2010
 HW2010;                    North         East    Units  Estimated Accuracy
 HW2010;SPC WV S     -   217,190.      700,240.      MT  (+/- 180 meters Scaled)
 HW2010
 HW2010                          SUPERSEDED SURVEY CONTROL
 HW2010
 HW2010  NGVD 29 (??/??/92)  584.123  (m)         1916.41   (f) ADJ UNCH    2 0
 HW2010
 HW2010.Superseded values are not recommended for survey control.
 HW2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2010.See file dsdata.txt to determine how the superseded data were derived.
 HW2010
 HW2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD002119(NAD 83)
 HW2010_MARKER: DB = BENCH MARK DISK
 HW2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2010_STAMPING: W 31 1935
 HW2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2010+STABILITY: SURFACE MOTION
 HW2010
 HW2010  HISTORY     - Date     Condition        Report By
 HW2010  HISTORY     - 1935     MONUMENTED       CGS
 HW2010  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2010
 HW2010                          STATION DESCRIPTION
 HW2010
 HW2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW2010'2.4 MI N FROM ELKINS.
 HW2010'2.4 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW2010'STATION AT ELKINS, RANDOLPH COUNTY, OPPOSITE THE EIGHTH POLE
 HW2010'NORTHEAST OF MILEPOST C 110, AT A FARM ROAD CROSSING, 37 FEET
 HW2010'EAST OF THE CENTERLINE OF THE TRACK, 12 FEET SOUTH OF THE
 HW2010'CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A FENCE CORNER, AND
 HW2010'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED W 31 1935
 HW2010'AND SET IN THE TOP OF A CONCRETE POST.
 HW2010
 HW2010                          STATION RECOVERY (1983)
 HW2010
 HW2010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2010'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2977 ***********************************************************************
 KY2977  DESIGNATION -  W 312
 KY2977  PID         -  KY2977
 KY2977  STATE/COUNTY-  WV/OHIO
 KY2977  USGS QUAD   -  WHEELING (1994)
 KY2977
 KY2977                         *CURRENT SURVEY CONTROL
 KY2977  ___________________________________________________________________
 KY2977* NAD 83(1986)-  40 05 11.     (N)    080 43 24.     (W)     SCALED    
 KY2977* NAVD 88     -       202.434  (meters)     664.15   (feet)  ADJUSTED  
 KY2977  ___________________________________________________________________
 KY2977  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY2977  DYNAMIC HT  -         202.322 (meters)     663.78  (feet)  COMP
 KY2977  MODELED GRAV-     980,068.7   (mgal)                       NAVD 88
 KY2977
 KY2977  VERT ORDER  -  FIRST     CLASS II
 KY2977
 KY2977.The horizontal coordinates were scaled from a topographic map and have
 KY2977.an estimated accuracy of +/- 6 seconds.
 KY2977
 KY2977.The orthometric height was determined by differential leveling
 KY2977.and adjusted by the National Geodetic Survey in June 1991..
 KY2977
 KY2977.The geoid height was determined by GEOID03.
 KY2977
 KY2977.The dynamic height is computed by dividing the NAVD 88
 KY2977.geopotential number by the normal gravity value computed on the
 KY2977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2977.degrees latitude (g = 980.6199 gals.).
 KY2977
 KY2977.The modeled gravity was interpolated from observed gravity values.
 KY2977
 KY2977;                    North         East    Units  Estimated Accuracy
 KY2977;SPC WV N     -   176,830.      495,670.      MT  (+/- 180 meters Scaled)
 KY2977
 KY2977                          SUPERSEDED SURVEY CONTROL
 KY2977
 KY2977.No superseded survey control is available for this station.
 KY2977
 KY2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE235373(NAD 83)
 KY2977_MARKER: DB = BENCH MARK DISK
 KY2977_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KY2977_SP_SET: BRIDGE PIER
 KY2977_STAMPING: W 312 1983
 KY2977_MARK LOGO: NGS   
 KY2977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY2977+STABILITY: POSITION/ELEVATION WELL
 KY2977
 KY2977  HISTORY     - Date     Condition        Report By
 KY2977  HISTORY     - 1983     MONUMENTED       NGS
 KY2977
 KY2977                          STATION DESCRIPTION
 KY2977
 KY2977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2977'IN WHEELING.
 KY2977'IN WHEELING, ALONG STATE HIGHWAY 2, AT THE SOUTHWEST PIER OF THE
 KY2977'RAILROAD BRIDGE OVER THE HIGHWAY, NEAR THE MULL MACHINE COMPANY,
 KY2977'10.79 METERS (35.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 KY2977'7.01 METERS (23.0 FT) NORTHEAST OF UTILITY POLE 51 WITH A BRACE POLE
 KY2977'AND STREET LAMP AND TWO ELECTRIC BOXES.
 KY2977'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1744 ***********************************************************************
 JX1744  DESIGNATION -  W 314
 JX1744  PID         -  JX1744
 JX1744  STATE/COUNTY-  WV/RITCHIE
 JX1744  USGS QUAD   -  SCHULTZ (1975)
 JX1744
 JX1744                         *CURRENT SURVEY CONTROL
 JX1744  ___________________________________________________________________
 JX1744* NAD 83(1986)-  39 15 19.     (N)    081 11 36.     (W)     SCALED    
 JX1744* NAVD 88     -       252.782  (meters)     829.34   (feet)  ADJUSTED  
 JX1744  ___________________________________________________________________
 JX1744  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JX1744  DYNAMIC HT  -         252.627 (meters)     828.83  (feet)  COMP
 JX1744  MODELED GRAV-     980,004.6   (mgal)                       NAVD 88
 JX1744
 JX1744  VERT ORDER  -  FIRST     CLASS II
 JX1744
 JX1744.The horizontal coordinates were scaled from a topographic map and have
 JX1744.an estimated accuracy of +/- 6 seconds.
 JX1744
 JX1744.The orthometric height was determined by differential leveling
 JX1744.and adjusted by the National Geodetic Survey in June 1991..
 JX1744
 JX1744.The geoid height was determined by GEOID03.
 JX1744
 JX1744.The dynamic height is computed by dividing the NAVD 88
 JX1744.geopotential number by the normal gravity value computed on the
 JX1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1744.degrees latitude (g = 980.6199 gals.).
 JX1744
 JX1744.The modeled gravity was interpolated from observed gravity values.
 JX1744
 JX1744;                    North         East    Units  Estimated Accuracy
 JX1744;SPC WV N     -    85,230.      453,860.      MT  (+/- 180 meters Scaled)
 JX1744
 JX1744                          SUPERSEDED SURVEY CONTROL
 JX1744
 JX1744.No superseded survey control is available for this station.
 JX1744
 JX1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD833451(NAD 83)
 JX1744_MARKER: DB = BENCH MARK DISK
 JX1744_SETTING: 66 = SET IN ROCK OUTCROP
 JX1744_SP_SET: ROCK OUTCROP
 JX1744_STAMPING: W 314 1983
 JX1744_MARK LOGO: NGS   
 JX1744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1744+STABILITY: POSITION/ELEVATION WELL
 JX1744
 JX1744  HISTORY     - Date     Condition        Report By
 JX1744  HISTORY     - 1983     MONUMENTED       NGS
 JX1744
 JX1744                          STATION DESCRIPTION
 JX1744
 JX1744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1744'11.7 KM (7.35 MI) WEST FROM ELLENBORO.
 JX1744'11.7 KM (7.35 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1744'STATE HIGHWAY 16 IN ELLENBORO TO THE MARK ON THE LEFT, JUST PAST A
 JX1744'SIDE ROAD RIGHT, 15.2 METERS (50.0 FT) SOUTH OF THE CENTERLINE OF THE
 JX1744'HIGHWAY, 5.1 METERS (17.0 FT) SOUTH-SOUTHWEST OF THE SOUTH LEG OF A
 JX1744'ROAD SIGN (ALKIRE HILL ROAD).
 JX1744'THE MARK IS 0.60 METERS  SW FROM A WITNESS POST.
 JX1744'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1035 ***********************************************************************
 JW1035  DESIGNATION -  W 315
 JW1035  PID         -  JW1035
 JW1035  STATE/COUNTY-  WV/MONONGALIA
 JW1035  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1035
 JW1035                         *CURRENT SURVEY CONTROL
 JW1035  ___________________________________________________________________
 JW1035* NAD 83(1986)-  39 32 16.     (N)    079 59 33.     (W)     SCALED    
 JW1035* NAVD 88     -       350.495  (meters)    1149.92   (feet)  ADJUSTED  
 JW1035  ___________________________________________________________________
 JW1035  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JW1035  DYNAMIC HT  -         350.278 (meters)    1149.20  (feet)  COMP
 JW1035  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 JW1035
 JW1035  VERT ORDER  -  FIRST     CLASS II
 JW1035
 JW1035.The horizontal coordinates were scaled from a topographic map and have
 JW1035.an estimated accuracy of +/- 6 seconds.
 JW1035
 JW1035.The orthometric height was determined by differential leveling
 JW1035.and adjusted by the National Geodetic Survey in June 1991..
 JW1035
 JW1035.The geoid height was determined by GEOID03.
 JW1035
 JW1035.The dynamic height is computed by dividing the NAVD 88
 JW1035.geopotential number by the normal gravity value computed on the
 JW1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1035.degrees latitude (g = 980.6199 gals.).
 JW1035
 JW1035.The modeled gravity was interpolated from observed gravity values.
 JW1035
 JW1035;                    North         East    Units  Estimated Accuracy
 JW1035;SPC WV N     -   115,330.      557,660.      MT  (+/- 180 meters Scaled)
 JW1035
 JW1035                          SUPERSEDED SURVEY CONTROL
 JW1035
 JW1035.No superseded survey control is available for this station.
 JW1035
 JW1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND865769(NAD 83)
 JW1035_MARKER: DB = BENCH MARK DISK
 JW1035_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1035_SP_SET: BRIDGE ABUTMENT
 JW1035_STAMPING: W 315 1983
 JW1035_MARK LOGO: NGS   
 JW1035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1035
 JW1035  HISTORY     - Date     Condition        Report By
 JW1035  HISTORY     - 1983     MONUMENTED       NGS
 JW1035
 JW1035                          STATION DESCRIPTION
 JW1035
 JW1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1035'11.1 KM (6.9 MI) SOUTH FROM MORGANTOWN.
 JW1035'11.1 KM (6.9 MI) SOUTH ALONG INTERSTATE 79 FROM THE SOUTH END OF THE
 JW1035'INTERSTATE BRIDGE OVER STATE HIGHWAY 19 IN MORGANTOWN TO THE MARK ON
 JW1035'THE LEFT, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF THE
 JW1035'HIGHWAY BRIDGE OVER GOSHEN ROAD, 7.31 METERS (24.0 FT) SOUTHEAST OF
 JW1035'THE CENTERLINE OF THE HIGHWAY, 4.11 METERS (13.5 FT) SOUTHWEST OF THE
 JW1035'NORTHEAST END OF THE NORTHEASTBOUND HIGHWAY BRIDGE.
 JW1035'THE MARK IS 1.82 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1701 ***********************************************************************
 JX1701  DESIGNATION -  W 316
 JX1701  PID         -  JX1701
 JX1701  STATE/COUNTY-  WV/TYLER
 JX1701  USGS QUAD   -  NEW MATAMORAS (1994)
 JX1701
 JX1701                         *CURRENT SURVEY CONTROL
 JX1701  ___________________________________________________________________
 JX1701* NAD 83(1986)-  39 31 34.     (N)    081 02 51.     (W)     SCALED    
 JX1701* NAVD 88     -       191.714  (meters)     628.98   (feet)  ADJUSTED  
 JX1701  ___________________________________________________________________
 JX1701  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JX1701  DYNAMIC HT  -         191.601 (meters)     628.61  (feet)  COMP
 JX1701  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 JX1701
 JX1701  VERT ORDER  -  FIRST     CLASS II
 JX1701
 JX1701.The horizontal coordinates were scaled from a topographic map and have
 JX1701.an estimated accuracy of +/- 6 seconds.
 JX1701
 JX1701.The orthometric height was determined by differential leveling
 JX1701.and adjusted by the National Geodetic Survey in June 1991..
 JX1701
 JX1701.The geoid height was determined by GEOID03.
 JX1701
 JX1701.The dynamic height is computed by dividing the NAVD 88
 JX1701.geopotential number by the normal gravity value computed on the
 JX1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1701.degrees latitude (g = 980.6199 gals.).
 JX1701
 JX1701.The modeled gravity was interpolated from observed gravity values.
 JX1701
 JX1701;                    North         East    Units  Estimated Accuracy
 JX1701;SPC WV N     -   115,060.      466,960.      MT  (+/- 180 meters Scaled)
 JX1701
 JX1701                          SUPERSEDED SURVEY CONTROL
 JX1701
 JX1701.No superseded survey control is available for this station.
 JX1701
 JX1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD959751(NAD 83)
 JX1701_MARKER: I = METAL ROD
 JX1701_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1701_SP_SET: STAINLESS STEEL ROD
 JX1701_STAMPING: W 316 1983
 JX1701_MARK LOGO: NGS   
 JX1701_PROJECTION: FLUSH
 JX1701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1701_ROD/PIPE-DEPTH: 18.9 meters
 JX1701
 JX1701  HISTORY     - Date     Condition        Report By
 JX1701  HISTORY     - 1983     MONUMENTED       NGS
 JX1701
 JX1701                          STATION DESCRIPTION
 JX1701
 JX1701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1701'1.8 KM (1.1 MI) NE FROM FRIENDLY.
 JX1701'1.8 KM (1.1 MI) NORTHEAST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 JX1701'IN FRIENDLY TO THE MARK ON THE LEFT, AT RAILROAD MILE MARKER 51 AND ON
 JX1701'PROPERTY OWNED BY MR. F. THOMAS, 15.85 METERS (52.0 FT) NORTHWEST OF
 JX1701'THE CENTERLINE OF THE HIGHWAY, 4.33 METERS (14.2 FT) SOUTHWEST OF THE
 JX1701'MILE MARKER, 3.66 METERS (3.66 METERS (12.0 FT) SOUTHEAST OF THE
 JX1701'SOUTHEAST RAIL, 1.55 METERS (5.1 FT) NORTH-NORTHEAST OF A TELEGRAPH
 JX1701'POLE.
 JX1701'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1122 ***********************************************************************
 JW1122  DESIGNATION -  W 317
 JW1122  PID         -  JW1122
 JW1122  STATE/COUNTY-  WV/PRESTON
 JW1122  USGS QUAD   -  KINGWOOD (1976)
 JW1122
 JW1122                         *CURRENT SURVEY CONTROL
 JW1122  ___________________________________________________________________
 JW1122* NAD 83(1986)-  39 24 14.     (N)    079 40 54.     (W)     SCALED    
 JW1122* NAVD 88     -       396.317  (meters)    1300.25   (feet)  ADJUSTED  
 JW1122  ___________________________________________________________________
 JW1122  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JW1122  DYNAMIC HT  -         396.067 (meters)    1299.43  (feet)  COMP
 JW1122  MODELED GRAV-     979,985.3   (mgal)                       NAVD 88
 JW1122
 JW1122  VERT ORDER  -  FIRST     CLASS II
 JW1122
 JW1122.The horizontal coordinates were scaled from a topographic map and have
 JW1122.an estimated accuracy of +/- 6 seconds.
 JW1122
 JW1122.The orthometric height was determined by differential leveling
 JW1122.and adjusted by the National Geodetic Survey in June 1991..
 JW1122
 JW1122.The geoid height was determined by GEOID03.
 JW1122
 JW1122.The dynamic height is computed by dividing the NAVD 88
 JW1122.geopotential number by the normal gravity value computed on the
 JW1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1122.degrees latitude (g = 980.6199 gals.).
 JW1122
 JW1122.The modeled gravity was interpolated from observed gravity values.
 JW1122
 JW1122;                    North         East    Units  Estimated Accuracy
 JW1122;SPC WV N     -   100,360.      584,350.      MT  (+/- 180 meters Scaled)
 JW1122
 JW1122                          SUPERSEDED SURVEY CONTROL
 JW1122
 JW1122.No superseded survey control is available for this station.
 JW1122
 JW1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD135624(NAD 83)
 JW1122_MARKER: DB = BENCH MARK DISK
 JW1122_SETTING: 66 = SET IN ROCK OUTCROP
 JW1122_SP_SET: ROCK OUTCROP
 JW1122_STAMPING: W 317 1983
 JW1122_MARK LOGO: NGS   
 JW1122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1122+STABILITY: POSITION/ELEVATION WELL
 JW1122
 JW1122  HISTORY     - Date     Condition        Report By
 JW1122  HISTORY     - 1983     MONUMENTED       NGS
 JW1122
 JW1122                          STATION DESCRIPTION
 JW1122
 JW1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1122'9.9 KM (6.15 MI) NORTH FROM ROWLESBURG.
 JW1122'9.9 KM (6.15 MI) NORTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1122'ELEMENTARY SCHOOL IN ROWLESBURG TO THE MARK ON THE LEFT, IN THE BASE
 JW1122'OF A 7.6 METER (25 FT) LONG BY 4.6 METER (15.0 FT) HIGH EXPOSED
 JW1122'BEDROCK, 5.18 METERS (17.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 JW1122'5.48 METERS (18.0 FT) NORTH OF THE SOUTH END OF THE BEDROCK.
 JW1122'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 JW1122'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1767 ***********************************************************************
 JX1767  CBN         -  This is a Cooperative Base Network Control Station.
 JX1767  DESIGNATION -  W 319
 JX1767  PID         -  JX1767
 JX1767  STATE/COUNTY-  WV/HARRISON
 JX1767  USGS QUAD   -  WOLF SUMMIT (1976)
 JX1767
 JX1767                         *CURRENT SURVEY CONTROL
 JX1767  ___________________________________________________________________
 JX1767* NAD 83(1995)-  39 17 11.27591(N)    080 25 31.19086(W)     ADJUSTED  
 JX1767* NAVD 88     -       365.178  (meters)    1198.09   (feet)  ADJUSTED  
 JX1767  ___________________________________________________________________
 JX1767  X           -     822,267.736 (meters)                     COMP
 JX1767  Y           -  -4,874,644.071 (meters)                     COMP
 JX1767  Z           -   4,017,192.914 (meters)                     COMP
 JX1767  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 JX1767  ELLIP HEIGHT-         332.50  (meters)          (04/23/01) GPS OBS
 JX1767  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JX1767  DYNAMIC HT  -         364.949 (meters)    1197.34  (feet)  COMP
 JX1767  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 JX1767
 JX1767  HORZ ORDER  -  A
 JX1767  VERT ORDER  -  FIRST     CLASS II
 JX1767  ELLP ORDER  -  FOURTH    CLASS I
 JX1767
 JX1767.The horizontal coordinates were established by GPS observations
 JX1767.and adjusted by the National Geodetic Survey in April 2001..
 JX1767
 JX1767.The orthometric height was determined by differential leveling
 JX1767.and adjusted by the National Geodetic Survey in June 1991..
 JX1767
 JX1767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX1767
 JX1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1767
 JX1767.The ellipsoidal height was determined by GPS observations
 JX1767.and is referenced to NAD 83.
 JX1767
 JX1767.The geoid height was determined by GEOID03.
 JX1767
 JX1767.The dynamic height is computed by dividing the NAVD 88
 JX1767.geopotential number by the normal gravity value computed on the
 JX1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1767.degrees latitude (g = 980.6199 gals.).
 JX1767
 JX1767.The modeled gravity was interpolated from observed gravity values.
 JX1767
 JX1767;                    North         East     Units Scale Factor Converg.
 JX1767;SPC WV N     -    87,721.965   520,170.897   MT  0.99995820   -0 35 24.5
 JX1767;UTM  17      - 4,348,724.134   549,560.503   MT  0.99963024   +0 21 50.0
 JX1767
 JX1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1767!SPC WV N     -   0.99994784  x   0.99995820  =   0.99990604
 JX1767!UTM  17      -   0.99994784  x   0.99963024  =   0.99957810
 JX1767
 JX1767                          SUPERSEDED SURVEY CONTROL
 JX1767
 JX1767  NAVD 88 (04/23/01)  365.18   (m)         1198.1    (f) LEVELING    3  
 JX1767
 JX1767.Superseded values are not recommended for survey control.
 JX1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1767.See file dsdata.txt to determine how the superseded data were derived.
 JX1767
 JX1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4956148724(NAD 83)
 JX1767_MARKER: I = METAL ROD
 JX1767_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JX1767+WITH SETTING: INFORMATION.
 JX1767_SP_SET: SHALLOW SET METAL ROD
 JX1767_STAMPING: W 319 1983
 JX1767_MARK LOGO: NGS   
 JX1767_PROJECTION: FLUSH
 JX1767_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX1767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1767+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 JX1767_ROD/PIPE-DEPTH: 1.20 meters
 JX1767
 JX1767  HISTORY     - Date     Condition        Report By
 JX1767  HISTORY     - 1983     MONUMENTED       NGS
 JX1767  HISTORY     - 20000330 GOOD             WVALS
 JX1767  HISTORY     - 20040831 GOOD             JCLS
 JX1767
 JX1767                          STATION DESCRIPTION
 JX1767
 JX1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1767'13.2 KM (8.2 MI) EAST FROM SALEM.
 JX1767'13.2 KM (8.2 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1767'HIGHWAY 23 AT THE NORTH EDGE OF SALEM TO THE MARK ON THE LEFT, ALSO
 JX1767'13.4 KM (8.3 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1767'INTERSTATE 79 AT THE EAST EDGE OF CLARKSBURG, 52.4 METERS (112.0 FT)
 JX1767'NORTH-NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 JX1767'HIGHWAY, 19.8 METERS (65.0 FT) SOUTHWEST OF THE CENTER OF A GRAVEL
 JX1767'ROAD, 0.76 METER (2.5 FT) SOUTHWEST OF A FENCE CORNER, 0.30 METER
 JX1767'(1.0 FT) SOUTH OF A FENCE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE
 JX1767'THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 1.2 METERS.
 JX1767'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 JX1767'THE MARK IS 0.60 M ABOVE HIGHWAY.
 JX1767
 JX1767                          STATION RECOVERY (2000)
 JX1767
 JX1767'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (PAT)
 JX1767'RECOVERED AS DESCRIBED.
 JX1767
 JX1767                          STATION RECOVERY (2004)
 JX1767
 JX1767'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (FJO)
 JX1767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0806 ***********************************************************************
 JW0806  DESIGNATION -  W 32
 JW0806  PID         -  JW0806
 JW0806  STATE/COUNTY-  WV/PRESTON
 JW0806  USGS QUAD   -  KINGWOOD (1976)
 JW0806
 JW0806                         *CURRENT SURVEY CONTROL
 JW0806  ___________________________________________________________________
 JW0806* NAD 83(1986)-  39 23 37.     (N)    079 44 46.     (W)     SCALED    
 JW0806* NAVD 88     -       553.221  (meters)    1815.03   (feet)  POSTED    
 JW0806  ___________________________________________________________________
 JW0806  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 JW0806  DYNAMIC HT  -         552.860 (meters)    1813.84  (feet)  COMP
 JW0806  MODELED GRAV-     979,960.4   (mgal)                       NAVD 88
 JW0806
 JW0806  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JW0806
 JW0806.The horizontal coordinates were scaled from a topographic map and have
 JW0806.an estimated accuracy of +/- 6 seconds.
 JW0806
 JW0806.The orthometric height was determined by differential leveling
 JW0806.and adjusted by the National Geodetic Survey in 1992..
 JW0806.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JW0806.rate of 1.1 thru 2.0 mm/km.
 JW0806
 JW0806.The geoid height was determined by GEOID03.
 JW0806
 JW0806.The dynamic height is computed by dividing the NAVD 88
 JW0806.geopotential number by the normal gravity value computed on the
 JW0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0806.degrees latitude (g = 980.6199 gals.).
 JW0806
 JW0806.The modeled gravity was interpolated from observed gravity values.
 JW0806
 JW0806;                    North         East    Units  Estimated Accuracy
 JW0806;SPC WV N     -    99,240.      578,800.      MT  (+/- 180 meters Scaled)
 JW0806
 JW0806                          SUPERSEDED SURVEY CONTROL
 JW0806
 JW0806  NGVD 29 (??/??/92)  553.410  (m)         1815.65   (f) ADJ UNCH    1 2
 JW0806
 JW0806.Superseded values are not recommended for survey control.
 JW0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0806.See file dsdata.txt to determine how the superseded data were derived.
 JW0806
 JW0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD079612(NAD 83)
 JW0806_MARKER: DD = SURVEY DISK
 JW0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0806_STAMPING: W 32 1935
 JW0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0806+STABILITY: SURFACE MOTION
 JW0806
 JW0806  HISTORY     - Date     Condition        Report By
 JW0806  HISTORY     - 1935     MONUMENTED       CGS
 JW0806  HISTORY     - 1956     MARK NOT FOUND   USGS
 JW0806  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0806
 JW0806                          STATION DESCRIPTION
 JW0806
 JW0806'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JW0806'AT TUNNELTON.
 JW0806'AT TUNNELTON, PRESTON COUNTY, 60 FEET SOUTH OF THE SOUTH END OF
 JW0806'THE BALTIMORE AND OHIO RAILROAD STATION, 160 FEET NORTH OF THE
 JW0806'CONCRETE VIADUCT, 52 FEET WEST OF THE CENTERLINE OF A NORTH AND
 JW0806'SOUTH STREET, AND 33 FEET EAST OF THE CENTERLINE OF THE EAST
 JW0806'TRACK.  A STANDARD DISK, STAMPED W 32 1935 AND SET IN THE TOP
 JW0806'OF A CONCRETE POST.
 JW0806
 JW0806                          STATION RECOVERY (1983)
 JW0806
 JW0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4097 ***********************************************************************
 JV4097  DESIGNATION -  W 320
 JV4097  PID         -  JV4097
 JV4097  STATE/COUNTY-  WV/JEFFERSON
 JV4097  USGS QUAD   -  MIDDLEWAY (1978)
 JV4097
 JV4097                         *CURRENT SURVEY CONTROL
 JV4097  ___________________________________________________________________
 JV4097* NAD 83(1986)-  39 15 20.     (N)    077 55 28.     (W)     SCALED    
 JV4097* NAVD 88     -       185.436  (meters)     608.38   (feet)  ADJUSTED  
 JV4097  ___________________________________________________________________
 JV4097  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JV4097  DYNAMIC HT  -         185.322 (meters)     608.01  (feet)  COMP
 JV4097  MODELED GRAV-     980,009.1   (mgal)                       NAVD 88
 JV4097
 JV4097  VERT ORDER  -  FIRST     CLASS II
 JV4097
 JV4097.The horizontal coordinates were scaled from a topographic map and have
 JV4097.an estimated accuracy of +/- 6 seconds.
 JV4097
 JV4097.The orthometric height was determined by differential leveling
 JV4097.and adjusted by the National Geodetic Survey in June 1991..
 JV4097
 JV4097.The geoid height was determined by GEOID03.
 JV4097
 JV4097.The dynamic height is computed by dividing the NAVD 88
 JV4097.geopotential number by the normal gravity value computed on the
 JV4097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4097.degrees latitude (g = 980.6199 gals.).
 JV4097
 JV4097.The modeled gravity was interpolated from observed gravity values.
 JV4097
 JV4097;                    North         East    Units  Estimated Accuracy
 JV4097;SPC WV N     -    85,070.      735,980.      MT  (+/- 180 meters Scaled)
 JV4097
 JV4097                          SUPERSEDED SURVEY CONTROL
 JV4097
 JV4097.No superseded survey control is available for this station.
 JV4097
 JV4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ476492(NAD 83)
 JV4097_MARKER: DB = BENCH MARK DISK
 JV4097_SETTING: 80 = SET IN A BOULDER
 JV4097_SP_SET: BOULDER
 JV4097_STAMPING: W 320 1983
 JV4097_MARK LOGO: NGS   
 JV4097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4097+STABILITY: POSITION/ELEVATION WELL
 JV4097
 JV4097  HISTORY     - Date     Condition        Report By
 JV4097  HISTORY     - 1983     MONUMENTED       NGS
 JV4097
 JV4097                          STATION DESCRIPTION
 JV4097
 JV4097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4097'6.8 KM (4.25 MI) SW FROM CHARLES TOWN.
 JV4097'6.8 KM (4.25 MI) SOUTHWEST ALONG COUNTY ROAD 13 FROM THE JUNCTION OF
 JV4097'STATE HIGHWAY 51 IN CHARLES TOWN TO THE MARK ON THE LEFT, ALSO 3.0 KM
 JV4097'(1.9 MI) NORTHEAST ALONG COUNTY ROAD 13 FROM THE JUNCTION OF LEETOWN
 JV4097'ROAD IN SUMMIT POINT, 9.4 METERS (31.0 FT) EAST OF THE CENTERLINE OF
 JV4097'THE ROAD, 10.0 METERS (33.0 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY,
 JV4097'10.0 METERS (33.0 FT) NORTH OF THE FIRST PINE TREE ON THE NORTH SIDE
 JV4097'OF THE DRIVEWAY.
 JV4097'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3193 ***********************************************************************
 HW3193  DESIGNATION -  W 322
 HW3193  PID         -  HW3193
 HW3193  STATE/COUNTY-  WV/BARBOUR
 HW3193  USGS QUAD   -  JUNIOR (1976)
 HW3193
 HW3193                         *CURRENT SURVEY CONTROL
 HW3193  ___________________________________________________________________
 HW3193* NAD 83(1986)-  38 59 36.     (N)    079 56 11.     (W)     SCALED    
 HW3193* NAVD 88     -       528.783  (meters)    1734.85   (feet)  ADJUSTED  
 HW3193  ___________________________________________________________________
 HW3193  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HW3193  DYNAMIC HT  -         528.416 (meters)    1733.64  (feet)  COMP
 HW3193  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 HW3193
 HW3193  VERT ORDER  -  FIRST     CLASS II
 HW3193
 HW3193.The horizontal coordinates were scaled from a topographic map and have
 HW3193.an estimated accuracy of +/- 6 seconds.
 HW3193
 HW3193.The orthometric height was determined by differential leveling
 HW3193.and adjusted by the National Geodetic Survey in June 1991..
 HW3193
 HW3193.The geoid height was determined by GEOID03.
 HW3193
 HW3193.The dynamic height is computed by dividing the NAVD 88
 HW3193.geopotential number by the normal gravity value computed on the
 HW3193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3193.degrees latitude (g = 980.6199 gals.).
 HW3193
 HW3193.The modeled gravity was interpolated from observed gravity values.
 HW3193
 HW3193;                    North         East    Units  Estimated Accuracy
 HW3193;SPC WV N     -    54,860.      562,190.      MT  (+/- 180 meters Scaled)
 HW3193
 HW3193                          SUPERSEDED SURVEY CONTROL
 HW3193
 HW3193.No superseded survey control is available for this station.
 HW3193
 HW3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND921165(NAD 83)
 HW3193_MARKER: DB = BENCH MARK DISK
 HW3193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW3193_SP_SET: HEADWALL
 HW3193_STAMPING: W 322 1983
 HW3193_MARK LOGO: NGS   
 HW3193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3193+STABILITY: SURFACE MOTION
 HW3193
 HW3193  HISTORY     - Date     Condition        Report By
 HW3193  HISTORY     - 1983     MONUMENTED       NGS
 HW3193
 HW3193                          STATION DESCRIPTION
 HW3193
 HW3193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3193'4.0 KM (2.5 MI) SOUTH FROM BELINGTON.
 HW3193'4.0 KM (2.5 MI) SOUTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 HW3193'BELINGTON TO THE MARK ON THE RIGHT, SET IN TOP OF A LARGE BOX CULVERT
 HW3193'SETTING ON CUT ROCK, 0.1 KM (0.05 MI) NORTH OF THE JUNCTION OF SHALE
 HW3193'ROAD, 6.40 METERS (21.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 HW3193'0.30 METER (1.0 FT) NORTH OF THE SOUTH END OF THE WEST HEADWALL.
 HW3193'THE MARK IS 0.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2810 ***********************************************************************
 HX2810  DESIGNATION -  W 323
 HX2810  PID         -  HX2810
 HX2810  STATE/COUNTY-  WV/GREENBRIER
 HX2810  USGS QUAD   -  DROOP (1995)
 HX2810
 HX2810                         *CURRENT SURVEY CONTROL
 HX2810  ___________________________________________________________________
 HX2810* NAD 83(1986)-  38 00 16.     (N)    080 21 45.     (W)     SCALED    
 HX2810* NAVD 88     -       694.233  (meters)    2277.66   (feet)  ADJUSTED  
 HX2810  ___________________________________________________________________
 HX2810  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HX2810  DYNAMIC HT  -         693.667 (meters)    2275.81  (feet)  COMP
 HX2810  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 HX2810
 HX2810  VERT ORDER  -  FIRST     CLASS II
 HX2810
 HX2810.The horizontal coordinates were scaled from a topographic map and have
 HX2810.an estimated accuracy of +/- 6 seconds.
 HX2810
 HX2810.The orthometric height was determined by differential leveling
 HX2810.and adjusted by the National Geodetic Survey in June 1991..
 HX2810
 HX2810.The geoid height was determined by GEOID03.
 HX2810
 HX2810.The dynamic height is computed by dividing the NAVD 88
 HX2810.geopotential number by the normal gravity value computed on the
 HX2810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2810.degrees latitude (g = 980.6199 gals.).
 HX2810
 HX2810.The modeled gravity was interpolated from observed gravity values.
 HX2810
 HX2810;                    North         East    Units  Estimated Accuracy
 HX2810;SPC WV S     -   111,670.      655,990.      MT  (+/- 180 meters Scaled)
 HX2810
 HX2810                          SUPERSEDED SURVEY CONTROL
 HX2810
 HX2810.No superseded survey control is available for this station.
 HX2810
 HX2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC559065(NAD 83)
 HX2810_MARKER: DB = BENCH MARK DISK
 HX2810_SETTING: 66 = SET IN ROCK OUTCROP
 HX2810_SP_SET: ROCK OUTCROP
 HX2810_STAMPING: W 323 1983
 HX2810_MARK LOGO: NGS   
 HX2810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2810+STABILITY: POSITION/ELEVATION WELL
 HX2810
 HX2810  HISTORY     - Date     Condition        Report By
 HX2810  HISTORY     - 1983     MONUMENTED       NGS
 HX2810
 HX2810                          STATION DESCRIPTION
 HX2810
 HX2810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2810'1.4 KM (0.85 MI) NORTH FROM RENICK.
 HX2810'1.4 KM (0.85 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 HX2810'RENICK TO THE MARK ON THE LEFT, IN TOP OF A SMALL ROCK CUT,
 HX2810'6.70 METERS (22.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 HX2810'0.55 METER (1.8 FT) SOUTHWEST OF THE NORTHEAST END OF THE ROCK CUT.
 HX2810'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 HX2810'THE MARK IS 0.9 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2802 ***********************************************************************
 HX2802  DESIGNATION -  W 324
 HX2802  PID         -  HX2802
 HX2802  STATE/COUNTY-  WV/POCAHONTAS
 HX2802  USGS QUAD   -  DENMAR (1995)
 HX2802
 HX2802                         *CURRENT SURVEY CONTROL
 HX2802  ___________________________________________________________________
 HX2802* NAD 83(1986)-  38 07 26.     (N)    080 14 12.     (W)     SCALED    
 HX2802* NAVD 88     -       691.851  (meters)    2269.85   (feet)  ADJUSTED  
 HX2802  ___________________________________________________________________
 HX2802  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX2802  DYNAMIC HT  -         691.267 (meters)    2267.93  (feet)  COMP
 HX2802  MODELED GRAV-     979,763.2   (mgal)                       NAVD 88
 HX2802
 HX2802  VERT ORDER  -  FIRST     CLASS II
 HX2802
 HX2802.The horizontal coordinates were scaled from a topographic map and have
 HX2802.an estimated accuracy of +/- 6 seconds.
 HX2802
 HX2802.The orthometric height was determined by differential leveling
 HX2802.and adjusted by the National Geodetic Survey in June 1991..
 HX2802
 HX2802.The geoid height was determined by GEOID03.
 HX2802
 HX2802.The dynamic height is computed by dividing the NAVD 88
 HX2802.geopotential number by the normal gravity value computed on the
 HX2802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2802.degrees latitude (g = 980.6199 gals.).
 HX2802
 HX2802.The modeled gravity was interpolated from observed gravity values.
 HX2802
 HX2802;                    North         East    Units  Estimated Accuracy
 HX2802;SPC WV S     -   125,010.      666,930.      MT  (+/- 180 meters Scaled)
 HX2802
 HX2802                          SUPERSEDED SURVEY CONTROL
 HX2802
 HX2802.No superseded survey control is available for this station.
 HX2802
 HX2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC669198(NAD 83)
 HX2802_MARKER: DB = BENCH MARK DISK
 HX2802_SETTING: 66 = SET IN ROCK OUTCROP
 HX2802_SP_SET: ROCK OUTCROP
 HX2802_STAMPING: W 324 1983
 HX2802_MARK LOGO: NGS   
 HX2802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2802+STABILITY: POSITION/ELEVATION WELL
 HX2802
 HX2802  HISTORY     - Date     Condition        Report By
 HX2802  HISTORY     - 1983     MONUMENTED       NGS
 HX2802
 HX2802                          STATION DESCRIPTION
 HX2802
 HX2802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2802'2.6 KM (1.6 MI) SOUTH FROM HILLSBORO.
 HX2802'2.6 KM (1.6 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 HX2802'HILLSBORO TO THE MARK ON THE RIGHT, SET VERTICALLY IN THE CENTER OF
 HX2802'THE LARGEST CUT ROCK, 7.01 METERS (23.0 FT) NORTHWEST OF THE
 HX2802'CENTERLINE OF THE HIGHWAY, 1.58 METERS (5.2 FT) SOUTHWEST OF THE
 HX2802'NORTHEAST END OF THE ROCK.
 HX2802'THE MARK IS 1.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3200 ***********************************************************************
 GX3200  DESIGNATION -  W 325
 GX3200  PID         -  GX3200
 GX3200  STATE/COUNTY-  WV/GREENBRIER
 GX3200  USGS QUAD   -  ASBURY (1979)
 GX3200
 GX3200                         *CURRENT SURVEY CONTROL
 GX3200  ___________________________________________________________________
 GX3200* NAD 83(1986)-  37 45 12.     (N)    080 32 45.     (W)     SCALED    
 GX3200* NAVD 88     -       491.038  (meters)    1611.01   (feet)  ADJUSTED  
 GX3200  ___________________________________________________________________
 GX3200  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GX3200  DYNAMIC HT  -         490.636 (meters)    1609.69  (feet)  COMP
 GX3200  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 GX3200
 GX3200  VERT ORDER  -  FIRST     CLASS II
 GX3200
 GX3200.The horizontal coordinates were scaled from a topographic map and have
 GX3200.an estimated accuracy of +/- 6 seconds.
 GX3200
 GX3200.The orthometric height was determined by differential leveling
 GX3200.and adjusted by the National Geodetic Survey in June 1991..
 GX3200
 GX3200.The geoid height was determined by GEOID03.
 GX3200
 GX3200.The dynamic height is computed by dividing the NAVD 88
 GX3200.geopotential number by the normal gravity value computed on the
 GX3200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3200.degrees latitude (g = 980.6199 gals.).
 GX3200
 GX3200.The modeled gravity was interpolated from observed gravity values.
 GX3200
 GX3200;                    North         East    Units  Estimated Accuracy
 GX3200;SPC WV S     -    83,710.      640,020.      MT  (+/- 180 meters Scaled)
 GX3200
 GX3200                          SUPERSEDED SURVEY CONTROL
 GX3200
 GX3200.No superseded survey control is available for this station.
 GX3200
 GX3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB400785(NAD 83)
 GX3200_MARKER: DB = BENCH MARK DISK
 GX3200_SETTING: 66 = SET IN ROCK OUTCROP
 GX3200_SP_SET: ROCK OUTCROP
 GX3200_STAMPING: W 325 1984
 GX3200_MARK LOGO: NGS   
 GX3200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3200+STABILITY: POSITION/ELEVATION WELL
 GX3200
 GX3200  HISTORY     - Date     Condition        Report By
 GX3200  HISTORY     - 1984     MONUMENTED       NGS
 GX3200
 GX3200                          STATION DESCRIPTION
 GX3200
 GX3200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3200'9.7 KM (6.05 MI) WEST FROM RONCEVERTE.
 GX3200'0.5 KM (0.3 MI) WEST ALONG U.S. HIGHWAY 219 FROM THE CITY HALL IN
 GX3200'RONCEVERTE, THENCE 9.3 KM (5.75 MI) WEST ALONG STATE HIGHWAY 63 TO A
 GX3200'PAVED ROAD LEADING SOUTH AND THE MARK ON THE LEFT, IN A LOWER FLAT
 GX3200'ROCK OF A LARGE ROCK CUT, 6.71 METERS (22.0 FT) SOUTHEAST OF THE
 GX3200'CENTERLINE OF THE HIGHWAY, 24.38 METERS (80.0 FT) EAST OF THE
 GX3200'CENTERLINE OF THE PAVED ROAD, 3.20 METERS (10.5 FT) SOUTH OF THE NORTH
 GX3200'END OF THE ROCK.
 GX3200'THE MARK IS 0.55 METERS  N FROM A WITNESS POST.
 GX3200'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4104 ***********************************************************************
 JV4104  DESIGNATION -  W 326
 JV4104  PID         -  JV4104
 JV4104  STATE/COUNTY-  WV/BERKELEY
 JV4104  USGS QUAD   -  HEDGESVILLE (1979)
 JV4104
 JV4104                         *CURRENT SURVEY CONTROL
 JV4104  ___________________________________________________________________
 JV4104* NAD 83(1986)-  39 31 14.     (N)    077 58 40.     (W)     SCALED    
 JV4104* NAVD 88     -       158.425  (meters)     519.77   (feet)  ADJUSTED  
 JV4104  ___________________________________________________________________
 JV4104  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JV4104  DYNAMIC HT  -         158.331 (meters)     519.46  (feet)  COMP
 JV4104  MODELED GRAV-     980,030.1   (mgal)                       NAVD 88
 JV4104
 JV4104  VERT ORDER  -  FIRST     CLASS II
 JV4104
 JV4104.The horizontal coordinates were scaled from a topographic map and have
 JV4104.an estimated accuracy of +/- 6 seconds.
 JV4104
 JV4104.The orthometric height was determined by differential leveling
 JV4104.and adjusted by the National Geodetic Survey in June 1991..
 JV4104
 JV4104.The geoid height was determined by GEOID03.
 JV4104
 JV4104.The dynamic height is computed by dividing the NAVD 88
 JV4104.geopotential number by the normal gravity value computed on the
 JV4104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4104.degrees latitude (g = 980.6199 gals.).
 JV4104
 JV4104.The modeled gravity was interpolated from observed gravity values.
 JV4104
 JV4104;                    North         East    Units  Estimated Accuracy
 JV4104;SPC WV N     -   114,410.      730,880.      MT  (+/- 180 meters Scaled)
 JV4104
 JV4104                          SUPERSEDED SURVEY CONTROL
 JV4104
 JV4104.No superseded survey control is available for this station.
 JV4104
 JV4104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ440787(NAD 83)
 JV4104_MARKER: DB = BENCH MARK DISK
 JV4104_SETTING: 66 = SET IN ROCK OUTCROP
 JV4104_SP_SET: ROCK OUTCROP
 JV4104_STAMPING: W 326 1983
 JV4104_MARK LOGO: NGS   
 JV4104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4104+STABILITY: POSITION/ELEVATION WELL
 JV4104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV4104+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 JV4104
 JV4104  HISTORY     - Date     Condition        Report By
 JV4104  HISTORY     - 1983     MONUMENTED       NGS
 JV4104  HISTORY     - 20030312 GOOD             INDIV
 JV4104  HISTORY     - 20040324 GOOD             DEWDAV
 JV4104
 JV4104                          STATION DESCRIPTION
 JV4104
 JV4104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4104'4.1 KM (2.55 MI) SE FROM HEDGESVILLE.
 JV4104'4.1 KM (2.55 MI) SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 JV4104'IN HEDGESVILLE TO THE MARK ON THE RIGHT, IN THE TOP OF AN OUTCROP
 JV4104'DIRECTLY ACROSS THE HIGHWAY FROM PAYNES HOME CENTER, 10.05 METERS
 JV4104'(33.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 14.80 METERS
 JV4104'(48.5 FT) NORTH-NORTHWEST OF TELEPHONE POLE 9703-121, 2.60 METERS
 JV4104'(8.5 FT) SOUTH OF A 91-CM (36-INCH) OAK TREE.
 JV4104'THE MARK IS 2.60 METERS  W FROM A WITNESS POST.
 JV4104'THE MARK IS 3.5 M ABOVE HIGHWAY.
 JV4104
 JV4104                          STATION RECOVERY (2003)
 JV4104
 JV4104'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TJM)
 JV4104'RECOVERED AS DESCRIBED
 JV4104
 JV4104                          STATION RECOVERY (2004)
 JV4104
 JV4104'RECOVERY NOTE BY DEWBERRY DAVIS 2004
 JV4104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3245 ***********************************************************************
 GX3245  DESIGNATION -  W 328
 GX3245  PID         -  GX3245
 GX3245  STATE/COUNTY-  WV/MERCER
 GX3245  USGS QUAD   -  PRINCETON (1976)
 GX3245
 GX3245                         *CURRENT SURVEY CONTROL
 GX3245  ___________________________________________________________________
 GX3245* NAD 83(1986)-  37 18 26.     (N)    081 05 17.     (W)     SCALED    
 GX3245* NAVD 88     -       685.523  (meters)    2249.09   (feet)  ADJUSTED  
 GX3245  ___________________________________________________________________
 GX3245  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX3245  DYNAMIC HT  -         684.913 (meters)    2247.09  (feet)  COMP
 GX3245  MODELED GRAV-     979,718.2   (mgal)                       NAVD 88
 GX3245
 GX3245  VERT ORDER  -  FIRST     CLASS II
 GX3245
 GX3245.The horizontal coordinates were scaled from a topographic map and have
 GX3245.an estimated accuracy of +/- 6 seconds.
 GX3245
 GX3245.The orthometric height was determined by differential leveling
 GX3245.and adjusted by the National Geodetic Survey in June 1991..
 GX3245
 GX3245.The geoid height was determined by GEOID03.
 GX3245
 GX3245.The dynamic height is computed by dividing the NAVD 88
 GX3245.geopotential number by the normal gravity value computed on the
 GX3245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3245.degrees latitude (g = 980.6199 gals.).
 GX3245
 GX3245.The modeled gravity was interpolated from observed gravity values.
 GX3245
 GX3245;                    North         East    Units  Estimated Accuracy
 GX3245;SPC WV S     -    34,100.      592,190.      MT  (+/- 180 meters Scaled)
 GX3245
 GX3245                          SUPERSEDED SURVEY CONTROL
 GX3245
 GX3245.No superseded survey control is available for this station.
 GX3245
 GX3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB921289(NAD 83)
 GX3245_MARKER: DB = BENCH MARK DISK
 GX3245_SETTING: 66 = SET IN ROCK OUTCROP
 GX3245_SP_SET: ROCK OUTCROP
 GX3245_STAMPING: W 328 1984
 GX3245_MARK LOGO: NGS   
 GX3245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3245+STABILITY: POSITION/ELEVATION WELL
 GX3245
 GX3245  HISTORY     - Date     Condition        Report By
 GX3245  HISTORY     - 1984     MONUMENTED       NGS
 GX3245
 GX3245                          STATION DESCRIPTION
 GX3245
 GX3245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3245'10.6 KM (6.6 MI) WEST FROM OAKVALE.
 GX3245'10.6 KM (6.6 MI) WEST ALONG STATE HIGHWAY 112 FROM THE POST OFFICE IN
 GX3245'OAKVALE TO THE MARK ON THE RIGHT, SET VERTICALLY IN THE SOUTH FACE OF
 GX3245'A ROCK CUT, ALSO 0.3 KM (0.2 MI) NORTH ALONG BLAND STREET FROM THE
 GX3245'POST OFFICE IN BLUEFIELD, THENCE 4.8 KM (3.0 MI) EAST ALONG U.S.
 GX3245'HIGHWAY 19, THENCE 8.8 KM (5.45 MI) EAST ALONG STATE HIGHWAY 112,
 GX3245'5.79 METERS (19.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GX3245'12.19 METERS (40.0 FT) WEST OF THE HIGHEST POINT OF THE CUT.
 GX3245'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0088 ***********************************************************************
 HX0088  DESIGNATION -  W 33
 HX0088  PID         -  HX0088
 HX0088  STATE/COUNTY-  WV/RANDOLPH
 HX0088  USGS QUAD   -  ELLAMORE (1987)
 HX0088
 HX0088                         *CURRENT SURVEY CONTROL
 HX0088  ___________________________________________________________________
 HX0088* NAD 83(1986)-  38 56 52.     (N)    080 04 18.     (W)     SCALED    
 HX0088* NAVD 88     -       596.232  (meters)    1956.14   (feet)  ADJUSTED  
 HX0088  ___________________________________________________________________
 HX0088  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HX0088  DYNAMIC HT  -         595.809 (meters)    1954.75  (feet)  COMP
 HX0088  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 HX0088
 HX0088  VERT ORDER  -  SECOND    CLASS 0
 HX0088
 HX0088.The horizontal coordinates were scaled from a topographic map and have
 HX0088.an estimated accuracy of +/- 6 seconds.
 HX0088
 HX0088.The orthometric height was determined by differential leveling
 HX0088.and adjusted by the National Geodetic Survey in June 1991..
 HX0088
 HX0088.The geoid height was determined by GEOID03.
 HX0088
 HX0088.The dynamic height is computed by dividing the NAVD 88
 HX0088.geopotential number by the normal gravity value computed on the
 HX0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0088.degrees latitude (g = 980.6199 gals.).
 HX0088
 HX0088.The modeled gravity was interpolated from observed gravity values.
 HX0088
 HX0088;                    North         East    Units  Estimated Accuracy
 HX0088;SPC WV S     -   216,590.      680,480.      MT  (+/- 180 meters Scaled)
 HX0088
 HX0088                          SUPERSEDED SURVEY CONTROL
 HX0088
 HX0088  NGVD 29 (??/??/92)  596.392  (m)         1956.66   (f) ADJ UNCH    2 0
 HX0088
 HX0088.Superseded values are not recommended for survey control.
 HX0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0088.See file dsdata.txt to determine how the superseded data were derived.
 HX0088
 HX0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND804113(NAD 83)
 HX0088_MARKER: DB = BENCH MARK DISK
 HX0088_SETTING: 66 = SET IN ROCK OUTCROP
 HX0088_SP_SET: PYRAMID ROCK
 HX0088_STAMPING: W 33 1935
 HX0088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0088+STABILITY: POSITION/ELEVATION WELL
 HX0088
 HX0088  HISTORY     - Date     Condition        Report By
 HX0088  HISTORY     - 1935     MONUMENTED       CGS
 HX0088  HISTORY     - 1962     GOOD             NGS
 HX0088
 HX0088                          STATION DESCRIPTION
 HX0088
 HX0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0088'1.8 MI NE FROM MIDVALE.
 HX0088'ABOUT 1.8 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX0088'FROM THE BRIDGE OVER THE MIDDLE FORK RIVER AT MIDVALE, SET IN
 HX0088'TOP OF A LARGE PYRAMID SHAPED ROCK THAT IS ABOUT 10-BY 13-FOOT
 HX0088'LONG AT THE BOTTOM AND IS ABOUT 6-FOOT HIGH, 33 FEET SOUTHEAST
 HX0088'OF THE SOUTHEAST RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HX0088'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2829 ***********************************************************************
 HX2829  DESIGNATION -  W 330
 HX2829  PID         -  HX2829
 HX2829  STATE/COUNTY-  WV/JACKSON
 HX2829  USGS QUAD   -  RAVENSWOOD (1994)
 HX2829
 HX2829                         *CURRENT SURVEY CONTROL
 HX2829  ___________________________________________________________________
 HX2829* NAD 83(1986)-  38 56 16.     (N)    081 45 01.     (W)     SCALED    
 HX2829* NAVD 88     -       181.791  (meters)     596.43   (feet)  ADJUSTED  
 HX2829  ___________________________________________________________________
 HX2829  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 HX2829  DYNAMIC HT  -         181.674 (meters)     596.04  (feet)  COMP
 HX2829  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 HX2829
 HX2829  VERT ORDER  -  FIRST     CLASS II
 HX2829
 HX2829.The horizontal coordinates were scaled from a topographic map and have
 HX2829.an estimated accuracy of +/- 6 seconds.
 HX2829
 HX2829.The orthometric height was determined by differential leveling
 HX2829.and adjusted by the National Geodetic Survey in June 1991..
 HX2829
 HX2829.The geoid height was determined by GEOID03.
 HX2829
 HX2829.The dynamic height is computed by dividing the NAVD 88
 HX2829.geopotential number by the normal gravity value computed on the
 HX2829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2829.degrees latitude (g = 980.6199 gals.).
 HX2829
 HX2829.The modeled gravity was interpolated from observed gravity values.
 HX2829
 HX2829;                    North         East    Units  Estimated Accuracy
 HX2829;SPC WV S     -   215,340.      534,950.      MT  (+/- 180 meters Scaled)
 HX2829
 HX2829                          SUPERSEDED SURVEY CONTROL
 HX2829
 HX2829.No superseded survey control is available for this station.
 HX2829
 HX2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD349101(NAD 83)
 HX2829_MARKER: DB = BENCH MARK DISK
 HX2829_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HX2829_SP_SET: ABUTMENT
 HX2829_STAMPING: W 330 1984
 HX2829_MARK LOGO: NGS   
 HX2829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2829
 HX2829  HISTORY     - Date     Condition        Report By
 HX2829  HISTORY     - 1984     MONUMENTED       NGS
 HX2829
 HX2829                          STATION DESCRIPTION
 HX2829
 HX2829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2829'IN RAVENSWOOD.
 HX2829'IN RAVENSWOOD, 0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 2 FROM
 HX2829'THE JUNCTION OF STATE HIGHWAY 68, IN TOP OF THE NORTHWEST END OF THE
 HX2829'SOUTHWEST ABUTMENT OF THE SOUTHWEST BOUND HIGHWAY BRIDGE OVER SANDY
 HX2829'CREEK, 7.80 METERS (25.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 HX2829'HIGHWAY, 7.31 METERS (24.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 HX2829'BRIDGE.
 HX2829'THE MARK IS 2.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2183 ***********************************************************************
 HY2183  DESIGNATION -  W 331
 HY2183  PID         -  HY2183
 HY2183  STATE/COUNTY-  WV/CABELL
 HY2183  USGS QUAD   -  BARBOURSVILLE (1985)
 HY2183
 HY2183                         *CURRENT SURVEY CONTROL
 HY2183  ___________________________________________________________________
 HY2183* NAD 83(1986)-  38 29 51.     (N)    082 17 57.     (W)     SCALED    
 HY2183* NAVD 88     -       180.492  (meters)     592.16   (feet)  ADJUSTED  
 HY2183  ___________________________________________________________________
 HY2183  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HY2183  DYNAMIC HT  -         180.373 (meters)     591.77  (feet)  COMP
 HY2183  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 HY2183
 HY2183  VERT ORDER  -  FIRST     CLASS II
 HY2183
 HY2183.The horizontal coordinates were scaled from a topographic map and have
 HY2183.an estimated accuracy of +/- 6 seconds.
 HY2183
 HY2183.The orthometric height was determined by differential leveling
 HY2183.and adjusted by the National Geodetic Survey in June 1991..
 HY2183
 HY2183.The geoid height was determined by GEOID03.
 HY2183
 HY2183.The dynamic height is computed by dividing the NAVD 88
 HY2183.geopotential number by the normal gravity value computed on the
 HY2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2183.degrees latitude (g = 980.6199 gals.).
 HY2183
 HY2183.The modeled gravity was interpolated from observed gravity values.
 HY2183
 HY2183;                    North         East    Units  Estimated Accuracy
 HY2183;SPC WV S     -   167,000.      486,680.      MT  (+/- 180 meters Scaled)
 HY2183
 HY2183                          SUPERSEDED SURVEY CONTROL
 HY2183
 HY2183.No superseded survey control is available for this station.
 HY2183
 HY2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC867618(NAD 83)
 HY2183_MARKER: DB = BENCH MARK DISK
 HY2183_SETTING: 66 = SET IN ROCK OUTCROP
 HY2183_SP_SET: ROCK OUTCROP
 HY2183_STAMPING: W 331 1984
 HY2183_MARK LOGO: NGS   
 HY2183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2183+STABILITY: POSITION/ELEVATION WELL
 HY2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY2183+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 HY2183
 HY2183  HISTORY     - Date     Condition        Report By
 HY2183  HISTORY     - 1984     MONUMENTED       NGS
 HY2183  HISTORY     - 20051117 GOOD             RTI
 HY2183
 HY2183                          STATION DESCRIPTION
 HY2183
 HY2183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2183'6.8 KM (4.25 MI) SOUTH FROM GREEN BOTTOM.
 HY2183'6.8 KM (4.25 MI) SOUTH ALONG STATE HIGHWAY 2 FROM THE GREEN BOTTOM
 HY2183'MISSIONARY BAPTIST CHURCH IN GREEN BOTTOM TO THE MARK ON THE LEFT, ON
 HY2183'THE SOUTH SIDE OF A HIGH TENSION POWER LINE CROSSING, 25.30 METERS
 HY2183'(83.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.91 METER (3.0 FT)
 HY2183'NORTH OF THE SOUTH END OF THE ROCK CUT.
 HY2183'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 HY2183'THE MARK IS 1.0 M ABOVE HIGHWAY.
 HY2183
 HY2183                          STATION RECOVERY (2005)
 HY2183
 HY2183'RECOVERY NOTE BY RAHALL TRANSPORTATION INSTITUTE 2005 (PJD)
 HY2183'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1776 ***********************************************************************
 JW1776  DESIGNATION -  W 334
 JW1776  PID         -  JW1776
 JW1776  STATE/COUNTY-  WV/PRESTON
 JW1776  USGS QUAD   -  LAKE LYNN (1976)
 JW1776
 JW1776                         *CURRENT SURVEY CONTROL
 JW1776  ___________________________________________________________________
 JW1776* NAD 83(1986)-  39 39 30.     (N)    079 46 51.     (W)     SCALED    
 JW1776* NAVD 88     -       651.905  (meters)    2138.79   (feet)  ADJUSTED  
 JW1776  ___________________________________________________________________
 JW1776  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JW1776  DYNAMIC HT  -         651.482 (meters)    2137.40  (feet)  COMP
 JW1776  MODELED GRAV-     979,954.8   (mgal)                       NAVD 88
 JW1776
 JW1776  VERT ORDER  -  FIRST     CLASS II
 JW1776
 JW1776.The horizontal coordinates were scaled from a topographic map and have
 JW1776.an estimated accuracy of +/- 6 seconds.
 JW1776
 JW1776.The orthometric height was determined by differential leveling
 JW1776.and adjusted by the National Geodetic Survey in April 1995..
 JW1776
 JW1776.The geoid height was determined by GEOID03.
 JW1776
 JW1776.The dynamic height is computed by dividing the NAVD 88
 JW1776.geopotential number by the normal gravity value computed on the
 JW1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1776.degrees latitude (g = 980.6199 gals.).
 JW1776
 JW1776.The modeled gravity was interpolated from observed gravity values.
 JW1776
 JW1776;                    North         East    Units  Estimated Accuracy
 JW1776;SPC WV N     -   128,630.      575,900.      MT  (+/- 180 meters Scaled)
 JW1776
 JW1776                          SUPERSEDED SURVEY CONTROL
 JW1776
 JW1776.No superseded survey control is available for this station.
 JW1776
 JW1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD045905(NAD 83)
 JW1776_MARKER: DV = VERTICAL CONTROL DISK
 JW1776_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1776_SP_SET: PIER
 JW1776_STAMPING: W 334 1993
 JW1776_MARK LOGO: NGS   
 JW1776_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1776+STABILITY: POSITION/ELEVATION WELL
 JW1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1776+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1776
 JW1776  HISTORY     - Date     Condition        Report By
 JW1776  HISTORY     - 1993     MONUMENTED       NGS
 JW1776
 JW1776                          STATION DESCRIPTION
 JW1776
 JW1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1776'12.2 KM (7.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1776'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), SET VERTICALLY
 JW1776'IN THE WEST FACE OF THE MOST WESTERLY OF 2 CONCRETE COLUMNS OF THE
 JW1776'FIRST PIER SOUTH OF THE NORTH ABUTMENT OF A ROAD OVERPASS OF THE
 JW1776'HIGHWAY (EXIT 15), 13.5 M (44.3 FT) NORTH OF THE CENTERLINE OF THE
 JW1776'WESTBOUND LANES OF THE HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 JW1776'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0889 ***********************************************************************
 JX0889  DESIGNATION -  W 34
 JX0889  PID         -  JX0889
 JX0889  STATE/COUNTY-  WV/WOOD
 JX0889  USGS QUAD   -  WILLOW ISLAND (1994)
 JX0889
 JX0889                         *CURRENT SURVEY CONTROL
 JX0889  ___________________________________________________________________
 JX0889* NAD 83(1986)-  39 20 15.     (N)    081 21 40.     (W)     SCALED    
 JX0889* NAVD 88     -       186.725  (meters)     612.61   (feet)  ADJUSTED  
 JX0889  ___________________________________________________________________
 JX0889  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JX0889  DYNAMIC HT  -         186.611 (meters)     612.24  (feet)  COMP
 JX0889  MODELED GRAV-     980,013.1   (mgal)                       NAVD 88
 JX0889
 JX0889  VERT ORDER  -  SECOND    CLASS 0
 JX0889
 JX0889.The horizontal coordinates were scaled from a topographic map and have
 JX0889.an estimated accuracy of +/- 6 seconds.
 JX0889
 JX0889.The orthometric height was determined by differential leveling
 JX0889.and adjusted by the National Geodetic Survey in June 1991..
 JX0889
 JX0889.The geoid height was determined by GEOID03.
 JX0889
 JX0889.The dynamic height is computed by dividing the NAVD 88
 JX0889.geopotential number by the normal gravity value computed on the
 JX0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0889.degrees latitude (g = 980.6199 gals.).
 JX0889
 JX0889.The modeled gravity was interpolated from observed gravity values.
 JX0889
 JX0889;                    North         East    Units  Estimated Accuracy
 JX0889;SPC WV N     -    94,640.      439,570.      MT  (+/- 180 meters Scaled)
 JX0889
 JX0889                          SUPERSEDED SURVEY CONTROL
 JX0889
 JX0889  NGVD 29 (??/??/92)  186.891  (m)          613.16   (f) ADJ UNCH    2 0
 JX0889
 JX0889.Superseded values are not recommended for survey control.
 JX0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0889.See file dsdata.txt to determine how the superseded data were derived.
 JX0889
 JX0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD688542(NAD 83)
 JX0889_MARKER: DB = BENCH MARK DISK
 JX0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0889_SP_SET: BRIDGE
 JX0889_STAMPING: W 34 1934
 JX0889_MARK LOGO: CGS   
 JX0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0889
 JX0889  HISTORY     - Date     Condition        Report By
 JX0889  HISTORY     - 1934     MONUMENTED       CGS
 JX0889  HISTORY     - 1963     GOOD             NGS
 JX0889  HISTORY     - 1983     GOOD             NGS
 JX0889
 JX0889                          STATION DESCRIPTION
 JX0889
 JX0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX0889'1 MI N FROM WAVERLY.
 JX0889'1.0 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0889'STATION AT WAVERLY, WOOD COUNTY, 1 1/2 POLES NORTHEAST OF
 JX0889'POLE 73+25, AT THE CROSING OF A PRIVATE ROAD, IN THE TOP OF THE
 JX0889'NORTHEAST END OF THE NORTHWEST SIDE OF BRIDGE 737, 3 YARDS
 JX0889'NORTHEAST OF THE CENTERLINE OF THE ROAD, 7 FEET NORTHWEST OF
 JX0889'THE NORTHWEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 JX0889'RAIL.
 JX0889
 JX0889                          STATION RECOVERY (1963)
 JX0889
 JX0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0889'RECOVERED IN GOOD CONDITION.
 JX0889
 JX0889                          STATION RECOVERY (1983)
 JX0889
 JX0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0889'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.  THE 1934
 JX0889'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTION.
 JX0889'THE MARK IS 0.85 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2235 ***********************************************************************
 GX2235  DESIGNATION -  W 34
 GX2235  PID         -  GX2235
 GX2235  STATE/COUNTY-  WV/LOGAN
 GX2235  USGS QUAD   -  MAN (1976)
 GX2235
 GX2235                         *CURRENT SURVEY CONTROL
 GX2235  ___________________________________________________________________
 GX2235* NAD 83(1986)-  37 39 11.     (N)    081 59 50.     (W)     SCALED    
 GX2235* NAVD 88     -       506.419  (meters)    1661.48   (feet)  ADJUSTED  
 GX2235  ___________________________________________________________________
 GX2235  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX2235  DYNAMIC HT  -         506.015 (meters)    1660.15  (feet)  COMP
 GX2235  MODELED GRAV-     979,816.5   (mgal)                       NAVD 88
 GX2235
 GX2235  VERT ORDER  -  SECOND    CLASS 0
 GX2235
 GX2235.The horizontal coordinates were scaled from a topographic map and have
 GX2235.an estimated accuracy of +/- 6 seconds.
 GX2235
 GX2235.The orthometric height was determined by differential leveling
 GX2235.and adjusted by the National Geodetic Survey in June 1991..
 GX2235
 GX2235.The geoid height was determined by GEOID03.
 GX2235
 GX2235.The dynamic height is computed by dividing the NAVD 88
 GX2235.geopotential number by the normal gravity value computed on the
 GX2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2235.degrees latitude (g = 980.6199 gals.).
 GX2235
 GX2235.The modeled gravity was interpolated from observed gravity values.
 GX2235
 GX2235;                    North         East    Units  Estimated Accuracy
 GX2235;SPC WV S     -    72,960.      512,010.      MT  (+/- 180 meters Scaled)
 GX2235
 GX2235                          SUPERSEDED SURVEY CONTROL
 GX2235
 GX2235  NGVD 29 (??/??/92)  506.612  (m)         1662.11   (f) ADJ UNCH    2 0
 GX2235
 GX2235.Superseded values are not recommended for survey control.
 GX2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2235.See file dsdata.txt to determine how the superseded data were derived.
 GX2235
 GX2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB120677(NAD 83)
 GX2235_MARKER: DB = BENCH MARK DISK
 GX2235_SETTING: 66 = SET IN ROCK OUTCROP
 GX2235_SP_SET: ROCK CUT
 GX2235_STAMPING: W 34 1935
 GX2235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2235+STABILITY: POSITION/ELEVATION WELL
 GX2235
 GX2235  HISTORY     - Date     Condition        Report By
 GX2235  HISTORY     - 1935     MONUMENTED       CGS
 GX2235  HISTORY     - 1957     GOOD             NGS
 GX2235
 GX2235                          STATION DESCRIPTION
 GX2235
 GX2235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2235'0.3 MI N FROM MOUNTAIN VIEW.
 GX2235'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 119 FROM THE JUNCTION
 GX2235'OF U.S. HIGHWAY 52 AT MOUNTAIN VIEW, ON THE NORTH SLOPE OF A
 GX2235'GRADE, ON THE NORTH SIDE OF A SMALL RAVINE, SET VERTICALLY IN
 GX2235'THE EAST FACE AND NEAR THE SOUTH END OF LONG ROCK CUT, 34 FEET
 GX2235'WEST OF CENTER LINE OF HIGHWAY, 66 FEET NORTH OF CENTER OF
 GX2235'RAVINE, 3 1/2 FEET ABOVE GROUND AND ABOUT 5 FEET ABOVE LEVEL
 GX2235'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2283 ***********************************************************************
 GX2283  DESIGNATION -  W 35
 GX2283  PID         -  GX2283
 GX2283  STATE/COUNTY-  WV/LOGAN
 GX2283  USGS QUAD   -  CLOTHIER (1989)
 GX2283
 GX2283                         *CURRENT SURVEY CONTROL
 GX2283  ___________________________________________________________________
 GX2283* NAD 83(1986)-  37 54 41.     (N)    081 48 19.     (W)     SCALED    
 GX2283* NAVD 88     -       271.921  (meters)     892.13   (feet)  ADJUSTED  
 GX2283  ___________________________________________________________________
 GX2283  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GX2283  DYNAMIC HT  -         271.721 (meters)     891.47  (feet)  COMP
 GX2283  MODELED GRAV-     979,887.6   (mgal)                       NAVD 88
 GX2283
 GX2283  VERT ORDER  -  SECOND    CLASS 0
 GX2283
 GX2283.The horizontal coordinates were scaled from a topographic map and have
 GX2283.an estimated accuracy of +/- 6 seconds.
 GX2283
 GX2283.The orthometric height was determined by differential leveling
 GX2283.and adjusted by the National Geodetic Survey in June 1991..
 GX2283
 GX2283.The geoid height was determined by GEOID03.
 GX2283
 GX2283.The dynamic height is computed by dividing the NAVD 88
 GX2283.geopotential number by the normal gravity value computed on the
 GX2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2283.degrees latitude (g = 980.6199 gals.).
 GX2283
 GX2283.The modeled gravity was interpolated from observed gravity values.
 GX2283
 GX2283;                    North         East    Units  Estimated Accuracy
 GX2283;SPC WV S     -   101,460.      529,190.      MT  (+/- 180 meters Scaled)
 GX2283
 GX2283                          SUPERSEDED SURVEY CONTROL
 GX2283
 GX2283  NGVD 29 (??/??/92)  272.124  (m)          892.79   (f) ADJ UNCH    2 0
 GX2283
 GX2283.Superseded values are not recommended for survey control.
 GX2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2283.See file dsdata.txt to determine how the superseded data were derived.
 GX2283
 GX2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB292962(NAD 83)
 GX2283_MARKER: DB = BENCH MARK DISK
 GX2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2283_STAMPING: W 35 1935
 GX2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2283+STABILITY: SURFACE MOTION
 GX2283
 GX2283  HISTORY     - Date     Condition        Report By
 GX2283  HISTORY     - 1935     MONUMENTED       CGS
 GX2283  HISTORY     - 1960     GOOD             USGS
 GX2283
 GX2283                          STATION DESCRIPTION
 GX2283
 GX2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2283'1.8 MI S FROM SHARPLES.
 GX2283'1.8 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GX2283'STATION AT SHARPLES, LOGAN COUNTY, AT CIVILIAN CONSERVATION
 GX2283'CORPS CAMP 1558, 34 YARDS NORTHEAST OF A ROAD CROSSING, 85
 GX2283'FEET EAST OF THE EAST RAIL, 16 FEET NORTH OF A 15-INCH WALNUT
 GX2283'TREE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 GX2283'STAMPED W 35 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GX2283
 GX2283                          STATION RECOVERY (1960)
 GX2283
 GX2283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2105 ***********************************************************************
 HX2105  DESIGNATION -  W 36
 HX2105  PID         -  HX2105
 HX2105  STATE/COUNTY-  WV/BOONE
 HX2105  USGS QUAD   -  JULIAN (1976)
 HX2105
 HX2105                         *CURRENT SURVEY CONTROL
 HX2105  ___________________________________________________________________
 HX2105* NAD 83(1986)-  38 09 51.     (N)    081 51 07.     (W)     SCALED    
 HX2105* NAVD 88     -       200.903  (meters)     659.13   (feet)  ADJUSTED  
 HX2105  ___________________________________________________________________
 HX2105  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HX2105  DYNAMIC HT  -         200.759 (meters)     658.66  (feet)  COMP
 HX2105  MODELED GRAV-     979,911.0   (mgal)                       NAVD 88
 HX2105
 HX2105  VERT ORDER  -  SECOND    CLASS 0
 HX2105
 HX2105.The horizontal coordinates were scaled from a topographic map and have
 HX2105.an estimated accuracy of +/- 6 seconds.
 HX2105
 HX2105.The orthometric height was determined by differential leveling
 HX2105.and adjusted by the National Geodetic Survey in June 1991..
 HX2105
 HX2105.The geoid height was determined by GEOID03.
 HX2105
 HX2105.The dynamic height is computed by dividing the NAVD 88
 HX2105.geopotential number by the normal gravity value computed on the
 HX2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2105.degrees latitude (g = 980.6199 gals.).
 HX2105
 HX2105.The modeled gravity was interpolated from observed gravity values.
 HX2105
 HX2105;                    North         East    Units  Estimated Accuracy
 HX2105;SPC WV S     -   129,550.      525,350.      MT  (+/- 180 meters Scaled)
 HX2105
 HX2105                          SUPERSEDED SURVEY CONTROL
 HX2105
 HX2105  NGVD 29 (??/??/92)  201.114  (m)          659.82   (f) ADJ UNCH    2 0
 HX2105
 HX2105.Superseded values are not recommended for survey control.
 HX2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2105.See file dsdata.txt to determine how the superseded data were derived.
 HX2105
 HX2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC253243(NAD 83)
 HX2105_MARKER: DB = BENCH MARK DISK
 HX2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2105_STAMPING: W 36 1935
 HX2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2105+STABILITY: SURFACE MOTION
 HX2105
 HX2105  HISTORY     - Date     Condition        Report By
 HX2105  HISTORY     - 1935     MONUMENTED       CGS
 HX2105  HISTORY     - 1957     GOOD             NGS
 HX2105  HISTORY     - 1973     GOOD             LOCENG
 HX2105
 HX2105                          STATION DESCRIPTION
 HX2105
 HX2105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HX2105'1.2 MI N FROM JULIAN.
 HX2105'1.15 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY STATION
 HX2105'SIGN AT JULIAN, AT ALTMAN, 0.55 MILE NORTHEAST OF MILEPOLE 27,
 HX2105'210 FEET NORTHEAST OF A FARM TRAIL CROSSING, 38.4 FEET EAST OF
 HX2105'THE EAST RAIL AND AT THE OUTSIDE OF A CURVE, 39 FEET NORTHEAST
 HX2105'OF THE SECOND TELEPHONE POLE NORTH OF THE FARM ROAD CROSSING,
 HX2105'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A
 HX2105'CONCRETE POST PROJECTING 12 INCHES.
 HX2105
 HX2105                          STATION RECOVERY (1973)
 HX2105
 HX2105'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0487 ***********************************************************************
 HY0487  DESIGNATION -  W 38
 HY0487  PID         -  HY0487
 HY0487  STATE/COUNTY-  WV/CABELL
 HY0487  USGS QUAD   -  HUNTINGTON (1985)
 HY0487
 HY0487                         *CURRENT SURVEY CONTROL
 HY0487  ___________________________________________________________________
 HY0487* NAD 83(1986)-  38 25 33.     (N)    082 23 12.     (W)     SCALED    
 HY0487* NAVD 88     -       169.194  (meters)     555.10   (feet)  ADJUSTED  
 HY0487  ___________________________________________________________________
 HY0487  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HY0487  DYNAMIC HT  -         169.080 (meters)     554.72  (feet)  COMP
 HY0487  MODELED GRAV-     979,952.9   (mgal)                       NAVD 88
 HY0487
 HY0487  VERT ORDER  -  SECOND    CLASS 0
 HY0487
 HY0487.The horizontal coordinates were scaled from a topographic map and have
 HY0487.an estimated accuracy of +/- 6 seconds.
 HY0487
 HY0487.The orthometric height was determined by differential leveling
 HY0487.and adjusted by the National Geodetic Survey in June 1991..
 HY0487
 HY0487.The geoid height was determined by GEOID03.
 HY0487
 HY0487.The dynamic height is computed by dividing the NAVD 88
 HY0487.geopotential number by the normal gravity value computed on the
 HY0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0487.degrees latitude (g = 980.6199 gals.).
 HY0487
 HY0487.The modeled gravity was interpolated from observed gravity values.
 HY0487
 HY0487;                    North         East    Units  Estimated Accuracy
 HY0487;SPC WV S     -   159,160.      478,930.      MT  (+/- 180 meters Scaled)
 HY0487
 HY0487                          SUPERSEDED SURVEY CONTROL
 HY0487
 HY0487  NGVD 29 (??/??/92)  169.375  (m)          555.69   (f) ADJ UNCH    2 0
 HY0487
 HY0487.Superseded values are not recommended for survey control.
 HY0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0487.See file dsdata.txt to determine how the superseded data were derived.
 HY0487
 HY0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC789539(NAD 83)
 HY0487_MARKER: DB = BENCH MARK DISK
 HY0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0487_STAMPING: W 38 1935
 HY0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0487+STABILITY: SURFACE MOTION
 HY0487
 HY0487  HISTORY     - Date     Condition        Report By
 HY0487  HISTORY     - 1935     MONUMENTED       CGS
 HY0487  HISTORY     - 1956     MARK NOT FOUND   NGS
 HY0487  HISTORY     - 1956     MARK NOT FOUND   USGS
 HY0487
 HY0487                          STATION DESCRIPTION
 HY0487
 HY0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0487'AT GUYANDOTTE.
 HY0487'AT GUYANDOTTE, CABELL COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 HY0487'65 FEET NORTH OF THE NORTHEAST CORNER OF THE STATION, 97 FEET NORTH
 HY0487'OF THE NORTH RAIL, 3 FEET WEST OF A POWER POLE, AND ABOUT 3 FEET
 HY0487'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED W 38 1935 AND
 HY0487'SET IN THE TOP OF A CONCRETE POST.
 HY0487
 HY0487                          STATION RECOVERY (1956)
 HY0487
 HY0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HY0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0449 ***********************************************************************
 HY0449  DESIGNATION -  W 38 X
 HY0449  PID         -  HY0449
 HY0449  STATE/COUNTY-  WV/CABELL
 HY0449  USGS QUAD   -  HUNTINGTON (1985)
 HY0449
 HY0449                         *CURRENT SURVEY CONTROL
 HY0449  ___________________________________________________________________
 HY0449* NAD 83(1986)-  38 25 40.     (N)    082 24 35.     (W)     SCALED    
 HY0449* NAVD 88     -       170.598  (meters)     559.70   (feet)  ADJUSTED  
 HY0449  ___________________________________________________________________
 HY0449  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HY0449  DYNAMIC HT  -         170.483 (meters)     559.33  (feet)  COMP
 HY0449  MODELED GRAV-     979,953.1   (mgal)                       NAVD 88
 HY0449
 HY0449  VERT ORDER  -  FIRST     CLASS II
 HY0449
 HY0449.The horizontal coordinates were scaled from a topographic map and have
 HY0449.an estimated accuracy of +/- 6 seconds.
 HY0449
 HY0449.The orthometric height was determined by differential leveling
 HY0449.and adjusted by the National Geodetic Survey in June 1991..
 HY0449
 HY0449.The geoid height was determined by GEOID03.
 HY0449
 HY0449.The dynamic height is computed by dividing the NAVD 88
 HY0449.geopotential number by the normal gravity value computed on the
 HY0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0449.degrees latitude (g = 980.6199 gals.).
 HY0449
 HY0449.The modeled gravity was interpolated from observed gravity values.
 HY0449
 HY0449;                    North         East    Units  Estimated Accuracy
 HY0449;SPC WV S     -   159,400.      476,920.      MT  (+/- 180 meters Scaled)
 HY0449
 HY0449                          SUPERSEDED SURVEY CONTROL
 HY0449
 HY0449  NGVD 29 (??/??/92)  170.780  (m)          560.30   (f) ADJ UNCH    1 2
 HY0449
 HY0449.Superseded values are not recommended for survey control.
 HY0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0449.See file dsdata.txt to determine how the superseded data were derived.
 HY0449
 HY0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC769542(NAD 83)
 HY0449_MARKER: DB = BENCH MARK DISK
 HY0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0449_SP_SET: BUILDING
 HY0449_STAMPING: W 38 X 1935
 HY0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0449
 HY0449  HISTORY     - Date     Condition        Report By
 HY0449  HISTORY     - 1935     MONUMENTED       CGS
 HY0449  HISTORY     - 1956     GOOD             NGS
 HY0449  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0449
 HY0449                          STATION DESCRIPTION
 HY0449
 HY0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0449'AT HUNTINGTON.
 HY0449'AT HUNTINGTON, IN THE EAST PART OF TOWN, ABOUT 1 1/2 MILES EAST
 HY0449'OF THE POST OFFICE, AT THE INTERSECTION OF THIRD AVENUE AND
 HY0449'26TH STREET, 41 FEET SOUTH OF SOUTH CURB OF THIRD AVENUE, 25
 HY0449'FEET WEST OF WEST CURB LINE OF 26TH STREET, SET VERTICALLY IN THE
 HY0449'EAST FACE OF BRICK WALL OF 2-STORY RED BRICK BUILDING (HIGHLAWN
 HY0449'PHARMACY), 16 FEET SOUTH OF NORTHEAST CORNER OF BUILDING AND
 HY0449'4.2 FEET ABOVE LEVEL OF WALK.  NOTE-- STAMPED BY THIS PARTY IN
 HY0449'1956.
 HY0449
 HY0449                          STATION RECOVERY (1984)
 HY0449
 HY0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0449'NOT RECOVERED, CONSIDER DESTROYED, AS NEW BUILDING HAS BEEN BUILT AT
 HY0449'THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2170 ***********************************************************************
 HX2170  DESIGNATION -  W 39
 HX2170  PID         -  HX2170
 HX2170  STATE/COUNTY-  WV/BOONE
 HX2170  USGS QUAD   -  SYLVESTER (1976)
 HX2170
 HX2170                         *CURRENT SURVEY CONTROL
 HX2170  ___________________________________________________________________
 HX2170* NAD 83(1986)-  38 06 20.     (N)    081 37 28.     (W)     SCALED    
 HX2170* NAVD 88     -       212.145  (meters)     696.01   (feet)  ADJUSTED  
 HX2170  ___________________________________________________________________
 HX2170  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HX2170  DYNAMIC HT  -         211.992 (meters)     695.51  (feet)  COMP
 HX2170  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 HX2170
 HX2170  VERT ORDER  -  SECOND    CLASS 0
 HX2170
 HX2170.The horizontal coordinates were scaled from a topographic map and have
 HX2170.an estimated accuracy of +/- 6 seconds.
 HX2170
 HX2170.The orthometric height was determined by differential leveling
 HX2170.and adjusted by the National Geodetic Survey in June 1991..
 HX2170
 HX2170.The geoid height was determined by GEOID03.
 HX2170
 HX2170.The dynamic height is computed by dividing the NAVD 88
 HX2170.geopotential number by the normal gravity value computed on the
 HX2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2170.degrees latitude (g = 980.6199 gals.).
 HX2170
 HX2170.The modeled gravity was interpolated from observed gravity values.
 HX2170
 HX2170;                    North         East    Units  Estimated Accuracy
 HX2170;SPC WV S     -   122,890.      545,240.      MT  (+/- 180 meters Scaled)
 HX2170
 HX2170                          SUPERSEDED SURVEY CONTROL
 HX2170
 HX2170  NGVD 29 (??/??/92)  212.349  (m)          696.68   (f) ADJ UNCH    2 0
 HX2170
 HX2170.Superseded values are not recommended for survey control.
 HX2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2170.See file dsdata.txt to determine how the superseded data were derived.
 HX2170
 HX2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC452177(NAD 83)
 HX2170_MARKER: DB = BENCH MARK DISK
 HX2170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2170_SP_SET: BRIDGE SEAT
 HX2170_STAMPING: W 39 1935
 HX2170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2170
 HX2170  HISTORY     - Date     Condition        Report By
 HX2170  HISTORY     - 1935     MONUMENTED       CGS
 HX2170  HISTORY     - 1958     GOOD             NGS
 HX2170  HISTORY     - 1973     GOOD             LOCENG
 HX2170
 HX2170                          STATION DESCRIPTION
 HX2170
 HX2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HX2170'AT SETH.
 HX2170'AT SETH, ABOUT 156 YARDS SOUTH ALONG THE CHESAPEAKE AND OHIO
 HX2170'RAILWAY FROM THE STATION, IN THE TOP OF EAST END OF BRIDGE
 HX2170'SEAT OF SOUTH CONCRETE ABUTMENT OF RAILWAY OVERPASS OVER A
 HX2170'BLACK TOP ROAD, 7 FEET EAST OF EAST RAIL, 37 FEET NORTHEAST
 HX2170'AND ACROSS TRACK FROM MILE POST 21 AND ABOUT 4 FEET BELOW
 HX2170'LEVEL OF TRACK.
 HX2170
 HX2170                          STATION RECOVERY (1973)
 HX2170
 HX2170'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2171 ***********************************************************************
 HX2171  DESIGNATION -  W 39 RESET 1974
 HX2171  PID         -  HX2171
 HX2171  STATE/COUNTY-  WV/BOONE
 HX2171  USGS QUAD   -  SYLVESTER (1976)
 HX2171
 HX2171                         *CURRENT SURVEY CONTROL
 HX2171  ___________________________________________________________________
 HX2171* NAD 83(1986)-  38 06 20.     (N)    081 37 28.     (W)     SCALED    
 HX2171* NAVD 88     -       211.06   (+/-2cm)     692.5    (feet)  VERTCON   
 HX2171  ___________________________________________________________________
 HX2171  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HX2171
 HX2171  VERT ORDER  -  THIRD (See Below)
 HX2171
 HX2171.The horizontal coordinates were scaled from a topographic map and have
 HX2171.an estimated accuracy of +/- 6 seconds.
 HX2171
 HX2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2171.The vertical order pertains to the NGVD 29 superseded value.
 HX2171
 HX2171.The geoid height was determined by GEOID03.
 HX2171
 HX2171;                    North         East    Units  Estimated Accuracy
 HX2171;SPC WV S     -   122,890.      545,240.      MT  (+/- 180 meters Scaled)
 HX2171
 HX2171                          SUPERSEDED SURVEY CONTROL
 HX2171
 HX2171  NGVD 29 (09/25/03)  211.27   (m)          693.1    (f) RESET       3  
 HX2171
 HX2171.Superseded values are not recommended for survey control.
 HX2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2171.See file dsdata.txt to determine how the superseded data were derived.
 HX2171
 HX2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC452177(NAD 83)
 HX2171_MARKER: DB = BENCH MARK DISK
 HX2171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2171_SP_SET: BRIDGE SEAT
 HX2171_STAMPING: W 39 RESET 1974
 HX2171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2171
 HX2171  HISTORY     - Date     Condition        Report By
 HX2171  HISTORY     - 1974     MONUMENTED       WVHD
 HX2171
 HX2171                          STATION DESCRIPTION
 HX2171
 HX2171'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1974
 HX2171'AT SETH.
 HX2171'AT SETH, ABOUT 374 YARDS SOUTH ALONG THE CHESAPEAKE AND OHIO
 HX2171'RAILWAY FROM THE STATION, IN THE TOP OF EAST END OF BRIDGE SEAT
 HX2171'OF NORTH CONCRETE ABUTMENT OF RAILWAY BRIDGE NUMBER 211 OVER
 HX2171'LAUREL CREEK, 10 FEET EAST OF EAST RAIL, 630 FEET SOUTHEAST
 HX2171'AND ACROSS TRACK FROM MILE POST 21, AND ABOUT 7 FEET BELOW LEVEL
 HX2171'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0085 ***********************************************************************
 GX0085  DESIGNATION -  W 4
 GX0085  PID         -  GX0085
 GX0085  STATE/COUNTY-  WV/GREENBRIER
 GX0085  USGS QUAD   -  ANTHONY (1995)
 GX0085
 GX0085                         *CURRENT SURVEY CONTROL
 GX0085  ___________________________________________________________________
 GX0085* NAD 83(1986)-  37 53 43.     (N)    080 19 42.     (W)     SCALED    
 GX0085* NAVD 88     -       551.074  (meters)    1807.98   (feet)  ADJUSTED  
 GX0085  ___________________________________________________________________
 GX0085  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX0085  DYNAMIC HT  -         550.624 (meters)    1806.51  (feet)  COMP
 GX0085  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 GX0085
 GX0085  VERT ORDER  -  FIRST     CLASS II
 GX0085
 GX0085.The horizontal coordinates were scaled from a topographic map and have
 GX0085.an estimated accuracy of +/- 6 seconds.
 GX0085
 GX0085.The orthometric height was determined by differential leveling
 GX0085.and adjusted by the National Geodetic Survey in June 1991..
 GX0085
 GX0085.The geoid height was determined by GEOID03.
 GX0085
 GX0085.The dynamic height is computed by dividing the NAVD 88
 GX0085.geopotential number by the normal gravity value computed on the
 GX0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0085.degrees latitude (g = 980.6199 gals.).
 GX0085
 GX0085.The modeled gravity was interpolated from observed gravity values.
 GX0085
 GX0085;                    North         East    Units  Estimated Accuracy
 GX0085;SPC WV S     -    99,580.      659,070.      MT  (+/- 180 meters Scaled)
 GX0085
 GX0085                          SUPERSEDED SURVEY CONTROL
 GX0085
 GX0085  NGVD 29 (??/??/92)  551.224  (m)         1808.47   (f) ADJ UNCH    1 2
 GX0085
 GX0085.Superseded values are not recommended for survey control.
 GX0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0085.See file dsdata.txt to determine how the superseded data were derived.
 GX0085
 GX0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB590944(NAD 83)
 GX0085_MARKER: DB = BENCH MARK DISK
 GX0085_SETTING: 66 = SET IN ROCK OUTCROP
 GX0085_SP_SET: ROCK CUT
 GX0085_STAMPING: W 4 1933
 GX0085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0085+STABILITY: POSITION/ELEVATION WELL
 GX0085
 GX0085  HISTORY     - Date     Condition        Report By
 GX0085  HISTORY     - 1933     MONUMENTED       CGS
 GX0085  HISTORY     - 1961     GOOD             NGS
 GX0085  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0085  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0085
 GX0085                          STATION DESCRIPTION
 GX0085
 GX0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0085'AT ANTHONY.
 GX0085'AT ANTHONY, ALONG A BLACK TOP ROAD, AT THE JUNCTION OF A ROAD
 GX0085'TO THE SOUTHEAST THAT CROSSES THE CHESAPEAKE AND OHIO RAILWAY,
 GX0085'SET ON THE TOP OF A ROCK THAT IS 4 FEET LONG AND 1 1/2 FEET
 GX0085'HIGH, 34 YARDS NORTHWEST AND ACROSS THE ROAD FROM THE WEST CORNER
 GX0085'OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 28 FEET NORTHWEST
 GX0085'OF THE CENTER OF THE ROAD JUNCTION, 16 FEET NORTH OF THE CENTER
 GX0085'LINE OF ROAD, 1 FOOT NORTH OF THE SOUTH EDGE OF THE ROCK AND
 GX0085'4 FEET ABOVE THE LEVEL OF THE ROAD.
 GX0085
 GX0085                          STATION RECOVERY (1983)
 GX0085
 GX0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0085'MARK NOT FOUND.
 GX0085
 GX0085                          STATION RECOVERY (1983)
 GX0085
 GX0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1060 ***********************************************************************
 GX1060  DESIGNATION -  W 40
 GX1060  PID         -  GX1060
 GX1060  STATE/COUNTY-  WV/RALEIGH
 GX1060  USGS QUAD   -  ECCLES (1989)
 GX1060
 GX1060                         *CURRENT SURVEY CONTROL
 GX1060  ___________________________________________________________________
 GX1060* NAD 83(1986)-  37 46 14.     (N)    081 19 18.     (W)     SCALED    
 GX1060* NAVD 88     -       594.194  (meters)    1949.45   (feet)  ADJUSTED  
 GX1060  ___________________________________________________________________
 GX1060  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX1060  DYNAMIC HT  -         593.714 (meters)    1947.88  (feet)  COMP
 GX1060  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 GX1060
 GX1060  VERT ORDER  -  SECOND    CLASS 0
 GX1060
 GX1060.The horizontal coordinates were scaled from a topographic map and have
 GX1060.an estimated accuracy of +/- 6 seconds.
 GX1060
 GX1060.The orthometric height was determined by differential leveling
 GX1060.and adjusted by the National Geodetic Survey in June 1991..
 GX1060
 GX1060.The geoid height was determined by GEOID03.
 GX1060
 GX1060.The dynamic height is computed by dividing the NAVD 88
 GX1060.geopotential number by the normal gravity value computed on the
 GX1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1060.degrees latitude (g = 980.6199 gals.).
 GX1060
 GX1060.The modeled gravity was interpolated from observed gravity values.
 GX1060
 GX1060;                    North         East    Units  Estimated Accuracy
 GX1060;SPC WV S     -    85,570.      571,660.      MT  (+/- 180 meters Scaled)
 GX1060
 GX1060                          SUPERSEDED SURVEY CONTROL
 GX1060
 GX1060  NGVD 29 (??/??/92)  594.358  (m)         1949.99   (f) ADJ UNCH    2 0
 GX1060
 GX1060.Superseded values are not recommended for survey control.
 GX1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1060.See file dsdata.txt to determine how the superseded data were derived.
 GX1060
 GX1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB716804(NAD 83)
 GX1060_MARKER: DB = BENCH MARK DISK
 GX1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1060_STAMPING: W 40 1935
 GX1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1060+STABILITY: SURFACE MOTION
 GX1060
 GX1060  HISTORY     - Date     Condition        Report By
 GX1060  HISTORY     - 1935     MONUMENTED       CGS
 GX1060  HISTORY     - 1960     GOOD             NGS
 GX1060
 GX1060                          STATION DESCRIPTION
 GX1060
 GX1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1060'AT SURVEYOR.
 GX1060'AT SURVEYOR, AT THE Y JUNCTION OF STATE HIGHWAY 3 AND BLACK TOP
 GX1060'ROAD NO. 17 LEADING SOUTHEAST TO LESTER, 0.1 MILE NORTHWEST OF
 GX1060'TRAP HILL HIGH SCHOOL, 33 FEET SOUTH OF THE CENTER LINE OF
 GX1060'HIGHWAY, 26 1/2 FEET SOUTHWEST OF THE CENTER LINE OF ROAD 17,
 GX1060'56 1/2 FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL OF
 GX1060'CHESAPEAKE AND OHIO RAILWAY TRACK, 10 FEET WEST OF POWER LINE
 GX1060'POLE 845 A 40, 30 FEET NORTHEAST OF A V FENCE CORNER, 1.0 FOOT
 GX1060'EAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET
 GX1060'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.  ALSO ABOUT 1.4
 GX1060'MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF A
 GX1060'BLACK TOP ROAD LEADING WEST TO GLEN MORRISON AT GLEN DANIEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0627 ***********************************************************************
 GX0627  DESIGNATION -  W 41
 GX0627  PID         -  GX0627
 GX0627  STATE/COUNTY-  WV/SUMMERS
 GX0627  USGS QUAD   -  HINTON (1976)
 GX0627
 GX0627                         *CURRENT SURVEY CONTROL
 GX0627  ___________________________________________________________________
 GX0627* NAD 83(1986)-  37 39 44.     (N)    080 59 16.     (W)     SCALED    
 GX0627* NAVD 88     -       728.834  (meters)    2391.18   (feet)  ADJUSTED  
 GX0627  ___________________________________________________________________
 GX0627  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX0627  DYNAMIC HT  -         728.215 (meters)    2389.15  (feet)  COMP
 GX0627  MODELED GRAV-     979,756.8   (mgal)                       NAVD 88
 GX0627
 GX0627  VERT ORDER  -  SECOND    CLASS 0
 GX0627
 GX0627.The horizontal coordinates were scaled from a topographic map and have
 GX0627.an estimated accuracy of +/- 6 seconds.
 GX0627
 GX0627.The orthometric height was determined by differential leveling
 GX0627.and adjusted by the National Geodetic Survey in June 1991..
 GX0627
 GX0627.The geoid height was determined by GEOID03.
 GX0627
 GX0627.The dynamic height is computed by dividing the NAVD 88
 GX0627.geopotential number by the normal gravity value computed on the
 GX0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0627.degrees latitude (g = 980.6199 gals.).
 GX0627
 GX0627.The modeled gravity was interpolated from observed gravity values.
 GX0627
 GX0627;                    North         East    Units  Estimated Accuracy
 GX0627;SPC WV S     -    73,500.      601,080.      MT  (+/- 180 meters Scaled)
 GX0627
 GX0627                          SUPERSEDED SURVEY CONTROL
 GX0627
 GX0627  NGVD 29 (??/??/92)  728.980  (m)         2391.66   (f) ADJ UNCH    2 0
 GX0627
 GX0627.Superseded values are not recommended for survey control.
 GX0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0627.See file dsdata.txt to determine how the superseded data were derived.
 GX0627
 GX0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB010683(NAD 83)
 GX0627_MARKER: DB = BENCH MARK DISK
 GX0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0627_STAMPING: W 41 1935
 GX0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0627+STABILITY: SURFACE MOTION
 GX0627
 GX0627  HISTORY     - Date     Condition        Report By
 GX0627  HISTORY     - 1935     MONUMENTED       CGS
 GX0627  HISTORY     - 1960     GOOD             NGS
 GX0627
 GX0627                          STATION DESCRIPTION
 GX0627
 GX0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX0627'0.6 MI W FROM JUMPING BRANCH.
 GX0627'ABOUT 0.65 MILE WEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 GX0627'AT JUMPING BRANCH, 169 FEET SOUTHEAST OF THE CENTER OF JUNCTION
 GX0627'OF ROAD NO. 25 LEADING SOUTHWEST TO STREETER AND MT. VIEW, 25
 GX0627'FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY 3, 39 1/2 FEET
 GX0627'EAST-SOUTHEAST OF THE SOUTHEAST END OF GUARD-RAIL, 14 FEET SOUTHEAST
 GX0627'OF CABLE LINE POLE 120 345, BETWEEN TWO DRIVES LEADING EAST-NORTHEAST,
 GX0627'1/2 FOOT NORTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 GX0627'HIGHWAY, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 GX0627'AND WITH THE NORTHWEST FACE OF POST EXPOSED.  NOTE-- THE MARK IS
 GX0627'IN A POOR LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1139 ***********************************************************************
 GX1139  DESIGNATION -  W 42
 GX1139  PID         -  GX1139
 GX1139  STATE/COUNTY-  WV/WYOMING
 GX1139  USGS QUAD   -  RHODELL (1976)
 GX1139
 GX1139                         *CURRENT SURVEY CONTROL
 GX1139  ___________________________________________________________________
 GX1139* NAD 83(1986)-  37 34 42.     (N)    081 20 25.     (W)     SCALED    
 GX1139* NAVD 88     -       460.244  (meters)    1509.98   (feet)  ADJUSTED  
 GX1139  ___________________________________________________________________
 GX1139  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1139  DYNAMIC HT  -         459.864 (meters)    1508.74  (feet)  COMP
 GX1139  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 GX1139
 GX1139  VERT ORDER  -  SECOND    CLASS 0
 GX1139
 GX1139.The horizontal coordinates were scaled from a topographic map and have
 GX1139.an estimated accuracy of +/- 6 seconds.
 GX1139
 GX1139.The orthometric height was determined by differential leveling
 GX1139.and adjusted by the National Geodetic Survey in June 1991..
 GX1139
 GX1139.The geoid height was determined by GEOID03.
 GX1139
 GX1139.The dynamic height is computed by dividing the NAVD 88
 GX1139.geopotential number by the normal gravity value computed on the
 GX1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1139.degrees latitude (g = 980.6199 gals.).
 GX1139
 GX1139.The modeled gravity was interpolated from observed gravity values.
 GX1139
 GX1139;                    North         East    Units  Estimated Accuracy
 GX1139;SPC WV S     -    64,240.      569,940.      MT  (+/- 180 meters Scaled)
 GX1139
 GX1139                          SUPERSEDED SURVEY CONTROL
 GX1139
 GX1139  NGVD 29 (??/??/92)  460.400  (m)         1510.50   (f) ADJ UNCH    2 0
 GX1139
 GX1139.Superseded values are not recommended for survey control.
 GX1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1139.See file dsdata.txt to determine how the superseded data were derived.
 GX1139
 GX1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB699590(NAD 83)
 GX1139_MARKER: DB = BENCH MARK DISK
 GX1139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1139_SP_SET: FOUNDATION
 GX1139_STAMPING: W 42 1935
 GX1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1139
 GX1139  HISTORY     - Date     Condition        Report By
 GX1139  HISTORY     - 1935     MONUMENTED       CGS
 GX1139  HISTORY     - 1960     GOOD             NGS
 GX1139  HISTORY     - 20030202 MARK NOT FOUND   INDIV
 GX1139
 GX1139                          STATION DESCRIPTION
 GX1139
 GX1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1139'AT IROQUOIS.
 GX1139'AT IROQUOIS, ALONG THE VIRGINIAN RAILWAY, 8 RAILS NORTHEAST OF
 GX1139'MILE POST 5, SET VERTICALLY IN THE SOUTHWEST FACE OF CONCRETE
 GX1139'BLOCK FOUNDATION OF COAL COMPANY STORE (FRAME BUILDING), 57 FEET
 GX1139'NORTHWEST OF NORTHWEST RAIL, 3/4 FEET NORTHWEST OF SOUTH CORNER
 GX1139'OF STORE AND ABOUT 4 FEET BELOW LEVEL OF TRACK.
 GX1139
 GX1139                          STATION RECOVERY (2003)
 GX1139
 GX1139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX1139'PROPERTY OWNER SAID REMOVED REMNANTS OF COMPANY STORE INCLUDING
 GX1139'FOUNDATION NOW GRASS AND TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1177 ***********************************************************************
 GX1177  DESIGNATION -  W 43
 GX1177  PID         -  GX1177
 GX1177  STATE/COUNTY-  WV/RALEIGH
 GX1177  USGS QUAD   -  BECKLEY (1989)
 GX1177
 GX1177                         *CURRENT SURVEY CONTROL
 GX1177  ___________________________________________________________________
 GX1177* NAD 83(1986)-  37 45 51.     (N)    081 11 57.     (W)     SCALED    
 GX1177* NAVD 88     -       693.694  (meters)    2275.89   (feet)  POSTED    
 GX1177  ___________________________________________________________________
 GX1177  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1177  DYNAMIC HT  -         693.120 (meters)    2274.01  (feet)  COMP
 GX1177  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 GX1177
 GX1177  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GX1177
 GX1177.The horizontal coordinates were scaled from a topographic map and have
 GX1177.an estimated accuracy of +/- 6 seconds.
 GX1177
 GX1177.The orthometric height was determined by differential leveling
 GX1177.and adjusted by the National Geodetic Survey in 1992..
 GX1177.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GX1177.rate of 4.1 thru 8.0 mm/km.
 GX1177
 GX1177.The geoid height was determined by GEOID03.
 GX1177
 GX1177.The dynamic height is computed by dividing the NAVD 88
 GX1177.geopotential number by the normal gravity value computed on the
 GX1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1177.degrees latitude (g = 980.6199 gals.).
 GX1177
 GX1177.The modeled gravity was interpolated from observed gravity values.
 GX1177
 GX1177;                    North         East    Units  Estimated Accuracy
 GX1177;SPC WV S     -    84,830.      582,450.      MT  (+/- 180 meters Scaled)
 GX1177
 GX1177                          SUPERSEDED SURVEY CONTROL
 GX1177
 GX1177  NGVD 29 (??/??/92)  693.85   (m)         2276.4    (f) COMPUTED    2 0
 GX1177
 GX1177.Superseded values are not recommended for survey control.
 GX1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1177.See file dsdata.txt to determine how the superseded data were derived.
 GX1177
 GX1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB824796(NAD 83)
 GX1177_MARKER: DB = BENCH MARK DISK
 GX1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1177_STAMPING: W 43 1935
 GX1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1177+STABILITY: SURFACE MOTION
 GX1177
 GX1177  HISTORY     - Date     Condition        Report By
 GX1177  HISTORY     - 1935     MONUMENTED       CGS
 GX1177  HISTORY     - 1960     MARK NOT FOUND   NGS
 GX1177
 GX1177                          STATION DESCRIPTION
 GX1177
 GX1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1177'AT BECKLEY JUNCTION.
 GX1177'AT BECKLEY JUNCTION, 65 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 GX1177'OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 24 FEET WEST OF THE
 GX1177'WEST RAIL OF A WAREHOUSE SIDING TRACK, AND ABOUT LEVEL WITH THE
 GX1177'TRACK.  A STANDARD DISK, STAMPED W 43 1935 AND SET IN THE TOP OF
 GX1177'A CONCRETE POST.  NOTE-- A NEW TRACK HAS BEEN LAID AT THE
 GX1177'DESCRIBED LOCATION AND THE MARK MAY HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1175 ***********************************************************************
 GX1175  DESIGNATION -  W 43 X
 GX1175  PID         -  GX1175
 GX1175  STATE/COUNTY-  WV/RALEIGH
 GX1175  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1175
 GX1175                         *CURRENT SURVEY CONTROL
 GX1175  ___________________________________________________________________
 GX1175* NAD 83(1986)-  37 44 58.     (N)    081 10 14.     (W)     SCALED    
 GX1175* NAVD 88     -       654.923  (meters)    2148.69   (feet)  ADJUSTED  
 GX1175  ___________________________________________________________________
 GX1175  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX1175  DYNAMIC HT  -         654.368 (meters)    2146.87  (feet)  COMP
 GX1175  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 GX1175
 GX1175  VERT ORDER  -  SECOND    CLASS 0
 GX1175
 GX1175.The horizontal coordinates were scaled from a topographic map and have
 GX1175.an estimated accuracy of +/- 6 seconds.
 GX1175
 GX1175.The orthometric height was determined by differential leveling
 GX1175.and adjusted by the National Geodetic Survey in June 1991..
 GX1175
 GX1175.The geoid height was determined by GEOID03.
 GX1175
 GX1175.The dynamic height is computed by dividing the NAVD 88
 GX1175.geopotential number by the normal gravity value computed on the
 GX1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1175.degrees latitude (g = 980.6199 gals.).
 GX1175
 GX1175.The modeled gravity was interpolated from observed gravity values.
 GX1175
 GX1175;                    North         East    Units  Estimated Accuracy
 GX1175;SPC WV S     -    83,190.      584,970.      MT  (+/- 180 meters Scaled)
 GX1175
 GX1175                          SUPERSEDED SURVEY CONTROL
 GX1175
 GX1175  NGVD 29 (??/??/92)  655.064  (m)         2149.16   (f) ADJ UNCH    2 0
 GX1175
 GX1175.Superseded values are not recommended for survey control.
 GX1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1175.See file dsdata.txt to determine how the superseded data were derived.
 GX1175
 GX1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB849780(NAD 83)
 GX1175_MARKER: DB = BENCH MARK DISK
 GX1175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1175_SP_SET: BRIDGE
 GX1175_STAMPING: W 43 X 1960
 GX1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1175
 GX1175  HISTORY     - Date     Condition        Report By
 GX1175  HISTORY     - 1960     MONUMENTED       CGS
 GX1175
 GX1175                          STATION DESCRIPTION
 GX1175
 GX1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1175'1.5 MI SW FROM RALEIGH.
 GX1175'ABOUT 1.5 MILES SOUTHWEST ALONG THE CHEAPEAKE AND OHIO RAILWAY
 GX1175'FROM ITS OVERPASS OVER U.S. HIGHWAYS 19 AND 21 AT RALEIGH, IN
 GX1175'THE TOP OF NORTH END OF EAST BRIDGE SEAT OF CONCRETE ABUTMENT OF
 GX1175'RAILROAD BRIDGE NO. 1.0 OVER A CREEK, 9 FEET NORTH OF NORTH RAIL,
 GX1175'31 FEET WEST-NORTHWEST AND ACROSS TRACK FROM MILE POST 1, 1 1/2 FEET
 GX1175'SOUTH OF NORTH END OF BRIDGE SEAT AND 5 1/2 FEET BELOW LEVEL OF
 GX1175'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2199 ***********************************************************************
 GX2199  DESIGNATION -  W 44
 GX2199  PID         -  GX2199
 GX2199  STATE/COUNTY-  WV/WYOMING
 GX2199  USGS QUAD   -  OCEANA (1976)
 GX2199
 GX2199                         *CURRENT SURVEY CONTROL
 GX2199  ___________________________________________________________________
 GX2199* NAD 83(1986)-  37 41 58.     (N)    081 38 19.     (W)     SCALED    
 GX2199* NAVD 88     -       382.056  (meters)    1253.46   (feet)  ADJUSTED  
 GX2199  ___________________________________________________________________
 GX2199  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX2199  DYNAMIC HT  -         381.753 (meters)    1252.47  (feet)  COMP
 GX2199  MODELED GRAV-     979,825.3   (mgal)                       NAVD 88
 GX2199
 GX2199  VERT ORDER  -  SECOND    CLASS 0
 GX2199
 GX2199.The horizontal coordinates were scaled from a topographic map and have
 GX2199.an estimated accuracy of +/- 6 seconds.
 GX2199
 GX2199.The orthometric height was determined by differential leveling
 GX2199.and adjusted by the National Geodetic Survey in June 1991..
 GX2199
 GX2199.The geoid height was determined by GEOID03.
 GX2199
 GX2199.The dynamic height is computed by dividing the NAVD 88
 GX2199.geopotential number by the normal gravity value computed on the
 GX2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2199.degrees latitude (g = 980.6199 gals.).
 GX2199
 GX2199.The modeled gravity was interpolated from observed gravity values.
 GX2199
 GX2199;                    North         East    Units  Estimated Accuracy
 GX2199;SPC WV S     -    77,820.      543,680.      MT  (+/- 180 meters Scaled)
 GX2199
 GX2199                          SUPERSEDED SURVEY CONTROL
 GX2199
 GX2199  NGVD 29 (??/??/92)  382.21   (m)         1254.0    (f) COMPUTED    2 0
 GX2199
 GX2199.Superseded values are not recommended for survey control.
 GX2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2199.See file dsdata.txt to determine how the superseded data were derived.
 GX2199
 GX2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB437726(NAD 83)
 GX2199_MARKER: DB = BENCH MARK DISK
 GX2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2199_STAMPING: W 44 1935
 GX2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2199+STABILITY: SURFACE MOTION
 GX2199
 GX2199  HISTORY     - Date     Condition        Report By
 GX2199  HISTORY     - 1935     MONUMENTED       CGS
 GX2199  HISTORY     - 1958     MARK NOT FOUND   NGS
 GX2199
 GX2199                          STATION DESCRIPTION
 GX2199
 GX2199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2199'AT OCEANA.
 GX2199'ON STATE HIGHWAY 10, 45 FEET WEST OF THE SOUTHWEST CORNER OF
 GX2199'THE PERRY BAILEY STORE AND SERVICE STATION, 50 FEET NORTH OF
 GX2199'THE CENTERLINE OF THE HIGHWAY, AT THE C.W. COOK PROPERTY, 3 FEET
 GX2199'SOUTH OF A PROPERTY-LINE FENCE, AND ABOUT 1 FOOT HIGHER THAN
 GX2199'THE HIGHWAY.  A STANDARD DISK, STAMPED W 44 1935 AND SET IN
 GX2199'THE TOP OF A CONCRETE POST.  NOTE-- ACCORDING TO THE DISTANCE
 GX2199'GIVEN IN DESCRIPTION THE MARK WOULD NOW FALL IN, AN AREA ABOUT
 GX2199'UNDER A NEW GROCERY STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0944 ***********************************************************************
 HY0944  DESIGNATION -  W 45
 HY0944  PID         -  HY0944
 HY0944  STATE/COUNTY-  WV/WAYNE
 HY0944  USGS QUAD   -  LOUISA (1993)
 HY0944
 HY0944                         *CURRENT SURVEY CONTROL
 HY0944  ___________________________________________________________________
 HY0944* NAD 83(1986)-  38 00 42.     (N)    082 31 13.     (W)     SCALED    
 HY0944* NAVD 88     -       179.037  (meters)     587.39   (feet)  ADJUSTED  
 HY0944  ___________________________________________________________________
 HY0944  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY0944  DYNAMIC HT  -         178.909 (meters)     586.97  (feet)  COMP
 HY0944  MODELED GRAV-     979,911.2   (mgal)                       NAVD 88
 HY0944
 HY0944  VERT ORDER  -  SECOND    CLASS 0
 HY0944
 HY0944.The horizontal coordinates were scaled from a topographic map and have
 HY0944.an estimated accuracy of +/- 6 seconds.
 HY0944
 HY0944.The orthometric height was determined by differential leveling
 HY0944.and adjusted by the National Geodetic Survey in June 1991..
 HY0944.WARNING-Repeat measurements at this control monument indicate possible
 HY0944.vertical movement.
 HY0944
 HY0944.The geoid height was determined by GEOID03.
 HY0944
 HY0944.The dynamic height is computed by dividing the NAVD 88
 HY0944.geopotential number by the normal gravity value computed on the
 HY0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0944.degrees latitude (g = 980.6199 gals.).
 HY0944
 HY0944.The modeled gravity was interpolated from observed gravity values.
 HY0944
 HY0944;                    North         East    Units  Estimated Accuracy
 HY0944;SPC WV S     -   113,380.      466,510.      MT  (+/- 180 meters Scaled)
 HY0944
 HY0944                          SUPERSEDED SURVEY CONTROL
 HY0944
 HY0944  NGVD 29 (??/??/92)  179.260  (m)          588.12   (f) ADJ UNCH    2 0
 HY0944
 HY0944.Superseded values are not recommended for survey control.
 HY0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0944.See file dsdata.txt to determine how the superseded data were derived.
 HY0944
 HY0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC665082(NAD 83)
 HY0944_MARKER: DB = BENCH MARK DISK
 HY0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0944_STAMPING: W 45 1935
 HY0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0944+STABILITY: SURFACE MOTION
 HY0944
 HY0944  HISTORY     - Date     Condition        Report By
 HY0944  HISTORY     - 1935     MONUMENTED       CGS
 HY0944  HISTORY     - 1957     GOOD             NGS
 HY0944
 HY0944                          STATION DESCRIPTION
 HY0944
 HY0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0944'AT GLENHAYES.
 HY0944'AT GLENHAYES, ABOUT 0.3 MILE SOUTH ALONG THE NORFOLK AND WESTERN
 HY0944'RAILWAY FROM THE STATION, AT THE SCHOOL, IN THE SOUTHEAST CORNER
 HY0944'OF SCHOOL YARD, 55 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTH
 HY0944'BOUND TRACK, 176 1/2 FEET SOUTHEAST OF SOUTHEAST CORNER OF SCHOOL,
 HY0944'71 1/4 FEET SOUTH-SOUTHEAST OF A POWER POLE WHICH IS ON SCHOOL
 HY0944'GROUNDS, ABOUT 6 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP
 HY0944'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0078 ***********************************************************************
 GY0078  DESIGNATION -  W 46
 GY0078  PID         -  GY0078
 GY0078  STATE/COUNTY-  WV/MINGO
 GY0078  USGS QUAD   -  WILLIAMSON (1992)
 GY0078
 GY0078                         *CURRENT SURVEY CONTROL
 GY0078  ___________________________________________________________________
 GY0078* NAD 83(1986)-  37 41 57.     (N)    082 17 47.     (W)     SCALED    
 GY0078* NAVD 88     -       199.686  (meters)     655.14   (feet)  ADJUSTED  
 GY0078  ___________________________________________________________________
 GY0078  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GY0078  DYNAMIC HT  -         199.538 (meters)     654.65  (feet)  COMP
 GY0078  MODELED GRAV-     979,887.8   (mgal)                       NAVD 88
 GY0078
 GY0078  VERT ORDER  -  SECOND    CLASS 0
 GY0078
 GY0078.The horizontal coordinates were scaled from a topographic map and have
 GY0078.an estimated accuracy of +/- 6 seconds.
 GY0078
 GY0078.The orthometric height was determined by differential leveling
 GY0078.and adjusted by the National Geodetic Survey in June 1991..
 GY0078
 GY0078.The geoid height was determined by GEOID03.
 GY0078
 GY0078.The dynamic height is computed by dividing the NAVD 88
 GY0078.geopotential number by the normal gravity value computed on the
 GY0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0078.degrees latitude (g = 980.6199 gals.).
 GY0078
 GY0078.The modeled gravity was interpolated from observed gravity values.
 GY0078
 GY0078;                    North         East    Units  Estimated Accuracy
 GY0078;SPC WV S     -    78,400.      485,680.      MT  (+/- 180 meters Scaled)
 GY0078
 GY0078                          SUPERSEDED SURVEY CONTROL
 GY0078
 GY0078  NGVD 29 (??/??/92)  199.914  (m)          655.88   (f) ADJ UNCH    2 0
 GY0078
 GY0078.Superseded values are not recommended for survey control.
 GY0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0078.See file dsdata.txt to determine how the superseded data were derived.
 GY0078
 GY0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB857732(NAD 83)
 GY0078_MARKER: DB = BENCH MARK DISK
 GY0078_SETTING: 66 = SET IN ROCK OUTCROP
 GY0078_SP_SET: OUTCROP
 GY0078_STAMPING: W 46 1935
 GY0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0078+STABILITY: POSITION/ELEVATION WELL
 GY0078
 GY0078  HISTORY     - Date     Condition        Report By
 GY0078  HISTORY     - 1935     MONUMENTED       CGS
 GY0078  HISTORY     - 1942     GOOD             NGS
 GY0078  HISTORY     - 19891215 MARK NOT FOUND   USGS
 GY0078
 GY0078                          STATION DESCRIPTION
 GY0078
 GY0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GY0078'AT CHATTAROY.
 GY0078'AT CHATTAROY, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GY0078'12 RAILS SOUTH OF THE STATION, 24.6 FEET SOUTH OF MILEPOST N 474,
 GY0078'19.3 FEET SOUTH OF A SIGNAL-CONTROL BOX, 14 FEET EAST OF THE EAST
 GY0078'RAIL, IN THE TOP OF A SANDSTONE OUTCROP, AND ABOUT 2 FEET BELOW
 GY0078'THE LEVEL OF THE RAIL.  A STANDARD DISK, STAMPED W 46 1935.
 GY0078
 GY0078                          STATION RECOVERY (1989)
 GY0078
 GY0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (BRF)
 GY0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0146 ***********************************************************************
 GY0146  DESIGNATION -  W 47
 GY0146  PID         -  GY0146
 GY0146  STATE/COUNTY-  WV/MINGO
 GY0146  USGS QUAD   -  MAJESTIC (1977)
 GY0146
 GY0146                         *CURRENT SURVEY CONTROL
 GY0146  ___________________________________________________________________
 GY0146* NAD 83(1986)-  37 32 37.     (N)    082 02 08.     (W)     SCALED    
 GY0146* NAVD 88     -       240.585  (meters)     789.32   (feet)  ADJUSTED  
 GY0146  ___________________________________________________________________
 GY0146  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GY0146  DYNAMIC HT  -         240.399 (meters)     788.71  (feet)  COMP
 GY0146  MODELED GRAV-     979,850.2   (mgal)                       NAVD 88
 GY0146
 GY0146  VERT ORDER  -  SECOND    CLASS 0
 GY0146
 GY0146.The horizontal coordinates were scaled from a topographic map and have
 GY0146.an estimated accuracy of +/- 6 seconds.
 GY0146
 GY0146.The orthometric height was determined by differential leveling
 GY0146.and adjusted by the National Geodetic Survey in June 1991..
 GY0146
 GY0146.The geoid height was determined by GEOID03.
 GY0146
 GY0146.The dynamic height is computed by dividing the NAVD 88
 GY0146.geopotential number by the normal gravity value computed on the
 GY0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0146.degrees latitude (g = 980.6199 gals.).
 GY0146
 GY0146.The modeled gravity was interpolated from observed gravity values.
 GY0146
 GY0146;                    North         East    Units  Estimated Accuracy
 GY0146;SPC WV S     -    60,850.      508,490.      MT  (+/- 180 meters Scaled)
 GY0146
 GY0146                          SUPERSEDED SURVEY CONTROL
 GY0146
 GY0146  NGVD 29 (??/??/92)  240.799  (m)          790.02   (f) ADJ UNCH    2 0
 GY0146
 GY0146.Superseded values are not recommended for survey control.
 GY0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0146.See file dsdata.txt to determine how the superseded data were derived.
 GY0146
 GY0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB085556(NAD 83)
 GY0146_MARKER: DB = BENCH MARK DISK
 GY0146_SETTING: 66 = SET IN ROCK OUTCROP
 GY0146_SP_SET: CLIFF
 GY0146_STAMPING: W 47 1935
 GY0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0146+STABILITY: POSITION/ELEVATION WELL
 GY0146
 GY0146  HISTORY     - Date     Condition        Report By
 GY0146  HISTORY     - 1935     MONUMENTED       CGS
 GY0146
 GY0146                          STATION DESCRIPTION
 GY0146
 GY0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0146'0.4 MI NW FROM LINDSEY.
 GY0146'0.4 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0146'THE STATION AT LINDSEY, MINGO COUNTY, 0.2 MILE NORTHWEST OF
 GY0146'MILEPOST N 443, 21 YARDS NORTHEAST ACROSS THE TRACK FROM A SMALL
 GY0146'SHACK, IN THE FACE OF A SANDSTONE CLIFF, 9.6 FEET NORTHEAST OF THE
 GY0146'NORTHEAST RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE RAIL.  A
 GY0146'STANDARD DISK, STAMPED W 47 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1625 ***********************************************************************
 GX1625  DESIGNATION -  W 48
 GX1625  PID         -  GX1625
 GX1625  STATE/COUNTY-  WV/MCDOWELL
 GX1625  USGS QUAD   -  DAVY (1976)
 GX1625
 GX1625                         *CURRENT SURVEY CONTROL
 GX1625  ___________________________________________________________________
 GX1625* NAD 83(1986)-  37 27 03.     (N)    081 42 29.     (W)     SCALED    
 GX1625* NAVD 88     -       337.230  (meters)    1106.40   (feet)  ADJUSTED  
 GX1625  ___________________________________________________________________
 GX1625  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX1625  DYNAMIC HT  -         336.957 (meters)    1105.50  (feet)  COMP
 GX1625  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GX1625
 GX1625  VERT ORDER  -  SECOND    CLASS 0
 GX1625
 GX1625.The horizontal coordinates were scaled from a topographic map and have
 GX1625.an estimated accuracy of +/- 6 seconds.
 GX1625
 GX1625.The orthometric height was determined by differential leveling
 GX1625.and adjusted by the National Geodetic Survey in June 1991..
 GX1625
 GX1625.The geoid height was determined by GEOID03.
 GX1625
 GX1625.The dynamic height is computed by dividing the NAVD 88
 GX1625.geopotential number by the normal gravity value computed on the
 GX1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1625.degrees latitude (g = 980.6199 gals.).
 GX1625
 GX1625.The modeled gravity was interpolated from observed gravity values.
 GX1625
 GX1625;                    North         East    Units  Estimated Accuracy
 GX1625;SPC WV S     -    50,280.      537,350.      MT  (+/- 180 meters Scaled)
 GX1625
 GX1625                          SUPERSEDED SURVEY CONTROL
 GX1625
 GX1625  NGVD 29 (??/??/92)  337.408  (m)         1106.98   (f) ADJ UNCH    2 0
 GX1625
 GX1625.Superseded values are not recommended for survey control.
 GX1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1625.See file dsdata.txt to determine how the superseded data were derived.
 GX1625
 GX1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB373451(NAD 83)
 GX1625_MARKER: DB = BENCH MARK DISK
 GX1625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1625_SP_SET: ABUTMENT
 GX1625_STAMPING: W 48 1935
 GX1625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1625
 GX1625  HISTORY     - Date     Condition        Report By
 GX1625  HISTORY     - 1935     MONUMENTED       CGS
 GX1625
 GX1625                          STATION DESCRIPTION
 GX1625
 GX1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1625'AT RODERFIELD.
 GX1625'AT RODERFIELD, MCDOWELL COUNTY, ON THE NORFOLK AND WESTERN
 GX1625'RAILWAY, 0.15 MILE SOUTHWEST OF THE STATION, 3 RAILS SOUTHWEST OF
 GX1625'MILEPOST N 413, 60 FEET NORTHEAST OF THE NORTHEAST END OF A
 GX1625'TUNNEL, AT BRIDGE 906, IN THE TOP OF THE SOUTHWEST ABUTMENT, 3.5
 GX1625'FEET SOUTH OF THE NORTH END, 7.2 FEET NORTHWEST OF THE NORTHWEST
 GX1625'RAIL, AND ABOUT 6 INCHES BELOW THE LEVEL OF THE RAIL.  A STANDARD
 GX1625'DISK, STAMPED W 48 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1298 ***********************************************************************
 GX1298  DESIGNATION -  W 49
 GX1298  PID         -  GX1298
 GX1298  STATE/COUNTY-  WV/MCDOWELL
 GX1298  USGS QUAD   -  KEYSTONE (1976)
 GX1298
 GX1298                         *CURRENT SURVEY CONTROL
 GX1298  ___________________________________________________________________
 GX1298* NAD 83(1986)-  37 23 11.     (N)    081 24 40.     (W)     SCALED    
 GX1298* NAVD 88     -       579.158  (meters)    1900.12   (feet)  ADJUSTED  
 GX1298  ___________________________________________________________________
 GX1298  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GX1298  DYNAMIC HT  -         578.655 (meters)    1898.47  (feet)  COMP
 GX1298  MODELED GRAV-     979,743.4   (mgal)                       NAVD 88
 GX1298
 GX1298  VERT ORDER  -  SECOND    CLASS 0
 GX1298
 GX1298.The horizontal coordinates were scaled from a topographic map and have
 GX1298.an estimated accuracy of +/- 6 seconds.
 GX1298
 GX1298.The orthometric height was determined by differential leveling
 GX1298.and adjusted by the National Geodetic Survey in June 1991..
 GX1298
 GX1298.The geoid height was determined by GEOID03.
 GX1298
 GX1298.The dynamic height is computed by dividing the NAVD 88
 GX1298.geopotential number by the normal gravity value computed on the
 GX1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1298.degrees latitude (g = 980.6199 gals.).
 GX1298
 GX1298.The modeled gravity was interpolated from observed gravity values.
 GX1298
 GX1298;                    North         East    Units  Estimated Accuracy
 GX1298;SPC WV S     -    42,970.      563,590.      MT  (+/- 180 meters Scaled)
 GX1298
 GX1298                          SUPERSEDED SURVEY CONTROL
 GX1298
 GX1298  NGVD 29 (??/??/92)  579.26   (m)         1900.5    (f) COMPUTED    2 0
 GX1298
 GX1298.Superseded values are not recommended for survey control.
 GX1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1298.See file dsdata.txt to determine how the superseded data were derived.
 GX1298
 GX1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB636378(NAD 83)
 GX1298_MARKER: DB = BENCH MARK DISK
 GX1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1298_STAMPING: W 49 1935
 GX1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1298+STABILITY: SURFACE MOTION
 GX1298
 GX1298  HISTORY     - Date     Condition        Report By
 GX1298  HISTORY     - 1935     MONUMENTED       CGS
 GX1298  HISTORY     - 1958     MARK NOT FOUND   NGS
 GX1298
 GX1298                          STATION DESCRIPTION
 GX1298
 GX1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1298'AT ELKHORN.
 GX1298'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 GX1298'ON THIS DATE.  THE RAILWAY HAS BEEN MOVED AND RAISED ABOUT THREE
 GX1298'FEET.  THE MARK MAY BE BURIED UNDER ABOUT THREE FEET OF FILL.  THE
 GX1298'REFERENCE POINTS MENTIONED IN THE DESCRIPTION ARE MISSING
 GX1298'AND SO THE MARK COULD NOT BE DUG FOR.  AT ELKHORN, ON THE
 GX1298'NORFOLK AND WESTERN RAILWAY, 0.2 MILE EAST OF THE STATION, 31
 GX1298'FEET NORTH OF THE NORTH RAIL, IN THE NORTHEAST ANGLE OF A ROAD
 GX1298'CROSSING, ABOUT 100 FEET EAST OF A GARAGE, 12 FEET EAST OF A FENCE
 GX1298'CORNER, 2.1 FEET NORTH OF THE FENCE LINE, AND ABOUT 1 FOOT
 GX1298'BELOW THE LEVEL OF THE RAIL.  A STANDARD DISK, STAMPED W 49 1935
 GX1298'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2296 ***********************************************************************
 HX2296  DESIGNATION -  W 5
 HX2296  PID         -  HX2296
 HX2296  STATE/COUNTY-  WV/PUTNAM
 HX2296  USGS QUAD   -  ROBERTSBURG (1987)
 HX2296
 HX2296                         *CURRENT SURVEY CONTROL
 HX2296  ___________________________________________________________________
 HX2296* NAD 83(1986)-  38 37 48.     (N)    081 58 03.     (W)     SCALED    
 HX2296* NAVD 88     -       176.300  (meters)     578.41   (feet)  ADJUSTED  
 HX2296  ___________________________________________________________________
 HX2296  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HX2296  DYNAMIC HT  -         176.184 (meters)     578.03  (feet)  COMP
 HX2296  MODELED GRAV-     979,965.6   (mgal)                       NAVD 88
 HX2296
 HX2296  VERT ORDER  -  FIRST     CLASS II
 HX2296
 HX2296.The horizontal coordinates were scaled from a topographic map and have
 HX2296.an estimated accuracy of +/- 6 seconds.
 HX2296
 HX2296.The orthometric height was determined by differential leveling
 HX2296.and adjusted by the National Geodetic Survey in June 1991..
 HX2296
 HX2296.The geoid height was determined by GEOID03.
 HX2296
 HX2296.The dynamic height is computed by dividing the NAVD 88
 HX2296.geopotential number by the normal gravity value computed on the
 HX2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2296.degrees latitude (g = 980.6199 gals.).
 HX2296
 HX2296.The modeled gravity was interpolated from observed gravity values.
 HX2296
 HX2296;                    North         East    Units  Estimated Accuracy
 HX2296;SPC WV S     -   181,360.      515,760.      MT  (+/- 180 meters Scaled)
 HX2296
 HX2296                          SUPERSEDED SURVEY CONTROL
 HX2296
 HX2296  NGVD 29 (??/??/92)  176.505  (m)          579.08   (f) ADJ UNCH    1 2
 HX2296
 HX2296.Superseded values are not recommended for survey control.
 HX2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2296.See file dsdata.txt to determine how the superseded data were derived.
 HX2296
 HX2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC157761(NAD 83)
 HX2296_MARKER: DB = BENCH MARK DISK
 HX2296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2296_SP_SET: WINDOW SILL
 HX2296_STAMPING: W 5 1933
 HX2296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2296
 HX2296  HISTORY     - Date     Condition        Report By
 HX2296  HISTORY     - 1933     MONUMENTED       CGS
 HX2296  HISTORY     - 1935     GOOD             NGS
 HX2296  HISTORY     - 1976     GOOD             NGS
 HX2296
 HX2296                          STATION DESCRIPTION
 HX2296
 HX2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2296'1.4 MI NE FROM BUFFALO.
 HX2296'1.4 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX2296'BUFFALO, AT A LARGE DAIRY FARM, ON THE EAST SIDE OF A TILE BARN,
 HX2296'ABOUT 150 YARDS WEST OF THE TRACK, 5 FEET SOUTH OF THE NORTHEAST
 HX2296'CORNER OF THE BARN, IN THE CONCRETE SILL OF THE NORTH WINDOW,
 HX2296'AND ABOUT 5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED W
 HX2296'5 1933 AND SET VERTICAL
 HX2296
 HX2296                          STATION RECOVERY (1976)
 HX2296
 HX2296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0500 ***********************************************************************
 HY0500  DESIGNATION -  W 50
 HY0500  PID         -  HY0500
 HY0500  STATE/COUNTY-  WV/LINCOLN
 HY0500  USGS QUAD   -  BIG CREEK (1962)
 HY0500
 HY0500                         *CURRENT SURVEY CONTROL
 HY0500  ___________________________________________________________________
 HY0500* NAD 83(1986)-  38 03 48.     (N)    082 07 14.     (W)     SCALED    
 HY0500* NAVD 88     -       186.571  (meters)     612.11   (feet)  ADJUSTED  
 HY0500  ___________________________________________________________________
 HY0500  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HY0500  DYNAMIC HT  -         186.436 (meters)     611.67  (feet)  COMP
 HY0500  MODELED GRAV-     979,905.5   (mgal)                       NAVD 88
 HY0500
 HY0500  VERT ORDER  -  SECOND    CLASS 0
 HY0500
 HY0500.The horizontal coordinates were scaled from a topographic map and have
 HY0500.an estimated accuracy of +/- 6 seconds.
 HY0500
 HY0500.The orthometric height was determined by differential leveling
 HY0500.and adjusted by the National Geodetic Survey in June 1991..
 HY0500
 HY0500.The geoid height was determined by GEOID03.
 HY0500
 HY0500.The dynamic height is computed by dividing the NAVD 88
 HY0500.geopotential number by the normal gravity value computed on the
 HY0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0500.degrees latitude (g = 980.6199 gals.).
 HY0500
 HY0500.The modeled gravity was interpolated from observed gravity values.
 HY0500
 HY0500;                    North         East    Units  Estimated Accuracy
 HY0500;SPC WV S     -   118,610.      501,670.      MT  (+/- 180 meters Scaled)
 HY0500
 HY0500                          SUPERSEDED SURVEY CONTROL
 HY0500
 HY0500  NGVD 29 (??/??/92)  186.785  (m)          612.81   (f) ADJ UNCH    2 0
 HY0500
 HY0500.Superseded values are not recommended for survey control.
 HY0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0500.See file dsdata.txt to determine how the superseded data were derived.
 HY0500
 HY0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC017134(NAD 83)
 HY0500_MARKER: DB = BENCH MARK DISK
 HY0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0500_SP_SET: CULVERT
 HY0500_STAMPING: W 50 1935
 HY0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0500
 HY0500  HISTORY     - Date     Condition        Report By
 HY0500  HISTORY     - 1935     MONUMENTED       CGS
 HY0500
 HY0500                          STATION DESCRIPTION
 HY0500
 HY0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0500'4.1 MI NW FROM HART.
 HY0500'4.1 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM
 HY0500'HART, LINCOLN COUNTY, 34 RAILS NORTHEAST OF SAND CREEK, 8 RAILS
 HY0500'NORTHEAST OF MILEPOST B 40, AT A 48-INCH PIPE CULVERT, IN THE
 HY0500'TOP OF THE EAST HEADWALL, 31 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 HY0500'OF THE SOUTHEAST TRACK, AND ABOUT 8 FEET LOWER THAN THE TRACK.
 HY0500'A STANDARD DISK, STAMPED W 50 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2249 ***********************************************************************
 GX2249  DESIGNATION -  W 51
 GX2249  PID         -  GX2249
 GX2249  STATE/COUNTY-  WV/LOGAN
 GX2249  USGS QUAD   -  LOGAN (1989)
 GX2249
 GX2249                         *CURRENT SURVEY CONTROL
 GX2249  ___________________________________________________________________
 GX2249* NAD 83(1986)-  37 49 05.     (N)    081 59 41.     (W)     SCALED    
 GX2249* NAVD 88     -       211.906  (meters)     695.23   (feet)  ADJUSTED  
 GX2249  ___________________________________________________________________
 GX2249  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GX2249  DYNAMIC HT  -         211.752 (meters)     694.72  (feet)  COMP
 GX2249  MODELED GRAV-     979,896.4   (mgal)                       NAVD 88
 GX2249
 GX2249  VERT ORDER  -  SECOND    CLASS 0
 GX2249
 GX2249.The horizontal coordinates were scaled from a topographic map and have
 GX2249.an estimated accuracy of +/- 6 seconds.
 GX2249
 GX2249.The orthometric height was determined by differential leveling
 GX2249.and adjusted by the National Geodetic Survey in June 1991..
 GX2249
 GX2249.The geoid height was determined by GEOID03.
 GX2249
 GX2249.The dynamic height is computed by dividing the NAVD 88
 GX2249.geopotential number by the normal gravity value computed on the
 GX2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2249.degrees latitude (g = 980.6199 gals.).
 GX2249
 GX2249.The modeled gravity was interpolated from observed gravity values.
 GX2249
 GX2249;                    North         East    Units  Estimated Accuracy
 GX2249;SPC WV S     -    91,260.      512,420.      MT  (+/- 180 meters Scaled)
 GX2249
 GX2249                          SUPERSEDED SURVEY CONTROL
 GX2249
 GX2249  NGVD 29 (??/??/92)  212.13   (m)          696.0    (f) COMPUTED    2 0
 GX2249
 GX2249.Superseded values are not recommended for survey control.
 GX2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2249.See file dsdata.txt to determine how the superseded data were derived.
 GX2249
 GX2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB124860(NAD 83)
 GX2249_MARKER: DD = SURVEY DISK
 GX2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2249_STAMPING: W 51 1935
 GX2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2249+STABILITY: SURFACE MOTION
 GX2249
 GX2249  HISTORY     - Date     Condition        Report By
 GX2249  HISTORY     - 1935     MONUMENTED       WVGS
 GX2249  HISTORY     - 1957     MARK NOT FOUND   NGS
 GX2249
 GX2249                          STATION DESCRIPTION
 GX2249
 GX2249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2249'0.6 MI NE FROM MONAVILLE.
 GX2249'ON U.S. HIGHWAY 119, 0.3 MILE WEST OF THE OLD BALL PARK, 112
 GX2249'FEET EAST OF THE EAST END OF AN IRON GUARDRAIL IN A CONCRETE
 GX2249'FOUNDATION ON THE BANK OF ISLAND CREEK, 15 FEET WEST OF THE
 GX2249'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STATE
 GX2249'SURVEY STANDARD DISK, STAMPED W 51 1935 AND SET IN THE TOP OF A
 GX2249'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0281 ***********************************************************************
 GY0281  DESIGNATION -  W 52
 GY0281  PID         -  GY0281
 GY0281  STATE/COUNTY-  WV/MINGO
 GY0281  USGS QUAD   -  BARNABUS (1976)
 GY0281
 GY0281                         *CURRENT SURVEY CONTROL
 GY0281  ___________________________________________________________________
 GY0281* NAD 83(1986)-  37 39 06.     (N)    082 02 50.     (W)     SCALED    
 GY0281* NAVD 88     -       364.216  (meters)    1194.93   (feet)  ADJUSTED  
 GY0281  ___________________________________________________________________
 GY0281  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 GY0281  DYNAMIC HT  -         363.934 (meters)    1194.01  (feet)  COMP
 GY0281  MODELED GRAV-     979,844.4   (mgal)                       NAVD 88
 GY0281
 GY0281  VERT ORDER  -  SECOND    CLASS 0
 GY0281
 GY0281.The horizontal coordinates were scaled from a topographic map and have
 GY0281.an estimated accuracy of +/- 6 seconds.
 GY0281
 GY0281.The orthometric height was determined by differential leveling
 GY0281.and adjusted by the National Geodetic Survey in June 1991..
 GY0281
 GY0281.The geoid height was determined by GEOID03.
 GY0281
 GY0281.The dynamic height is computed by dividing the NAVD 88
 GY0281.geopotential number by the normal gravity value computed on the
 GY0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0281.degrees latitude (g = 980.6199 gals.).
 GY0281
 GY0281.The modeled gravity was interpolated from observed gravity values.
 GY0281
 GY0281;                    North         East    Units  Estimated Accuracy
 GY0281;SPC WV S     -    72,850.      507,590.      MT  (+/- 180 meters Scaled)
 GY0281
 GY0281                          SUPERSEDED SURVEY CONTROL
 GY0281
 GY0281  NGVD 29 (??/??/92)  364.396  (m)         1195.52   (f) ADJ UNCH    2 0
 GY0281
 GY0281.Superseded values are not recommended for survey control.
 GY0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0281.See file dsdata.txt to determine how the superseded data were derived.
 GY0281
 GY0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB076676(NAD 83)
 GY0281_MARKER: DD = SURVEY DISK
 GY0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0281_STAMPING: W 52
 GY0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0281+STABILITY: SURFACE MOTION
 GY0281
 GY0281  HISTORY     - Date     Condition        Report By
 GY0281  HISTORY     - UNK      MONUMENTED       WVGS
 GY0281  HISTORY     - 1957     MARK NOT FOUND   NGS
 GY0281
 GY0281                          STATION DESCRIPTION
 GY0281
 GY0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0281'7.6 MI NE FROM TAYLORSVILLE.
 GY0281'7.6 MILES EAST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION
 GY0281'OF THE RED JACKET ROAD AT TAYLORSVILLE, MINGO COUNTY,
 GY0281'35 YARDS NORTHEAST OF THE DRIVEWAY TO THE E.L. LOVE RESIDENCE,
 GY0281'15.5 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26 FEET
 GY0281'NORTHEAST OF THE SOUTHWEST END OF A GUARDRAIL FENCE, AND 1.5
 GY0281'FEET SOUTHEAST OF THE GUARDRAIL.  A STATE SURVEY STANDARD DISK,
 GY0281'STAMPED W 52 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY0281'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1711 ***********************************************************************
 HX1711  DESIGNATION -  W 6
 HX1711  PID         -  HX1711
 HX1711  STATE/COUNTY-  WV/ROANE
 HX1711  USGS QUAD   -  REEDY (1975)
 HX1711
 HX1711                         *CURRENT SURVEY CONTROL
 HX1711  ___________________________________________________________________
 HX1711* NAD 83(1986)-  38 53 58.     (N)    081 25 28.     (W)     SCALED    
 HX1711* NAVD 88     -       206.379  (meters)     677.10   (feet)  ADJUSTED  
 HX1711  ___________________________________________________________________
 HX1711  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HX1711  DYNAMIC HT  -         206.245 (meters)     676.66  (feet)  COMP
 HX1711  MODELED GRAV-     979,975.8   (mgal)                       NAVD 88
 HX1711
 HX1711  VERT ORDER  -  SECOND    CLASS 0
 HX1711
 HX1711.The horizontal coordinates were scaled from a topographic map and have
 HX1711.an estimated accuracy of +/- 6 seconds.
 HX1711
 HX1711.The orthometric height was determined by differential leveling
 HX1711.and adjusted by the National Geodetic Survey in June 1991..
 HX1711
 HX1711.The geoid height was determined by GEOID03.
 HX1711
 HX1711.The dynamic height is computed by dividing the NAVD 88
 HX1711.geopotential number by the normal gravity value computed on the
 HX1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1711.degrees latitude (g = 980.6199 gals.).
 HX1711
 HX1711.The modeled gravity was interpolated from observed gravity values.
 HX1711
 HX1711;                    North         East    Units  Estimated Accuracy
 HX1711;SPC WV S     -   210,910.      563,180.      MT  (+/- 180 meters Scaled)
 HX1711
 HX1711                          SUPERSEDED SURVEY CONTROL
 HX1711
 HX1711  NGVD 29 (??/??/92)  206.532  (m)          677.60   (f) ADJ UNCH    2 0
 HX1711
 HX1711.Superseded values are not recommended for survey control.
 HX1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1711.See file dsdata.txt to determine how the superseded data were derived.
 HX1711
 HX1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD631057(NAD 83)
 HX1711_MARKER: DB = BENCH MARK DISK
 HX1711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1711_SP_SET: BUILDING
 HX1711_STAMPING: W 6 1933
 HX1711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1711
 HX1711  HISTORY     - Date     Condition        Report By
 HX1711  HISTORY     - 1933     MONUMENTED       CGS
 HX1711  HISTORY     - 1941     GOOD             NGS
 HX1711  HISTORY     - 1976     GOOD             NGS
 HX1711
 HX1711                          STATION DESCRIPTION
 HX1711
 HX1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HX1711'AT REEDY.
 HX1711'AT REEDY, IN THE SOUTH FACE OF THE FIRST NATIONAL BANK BUILDING,
 HX1711'0.8 FOOT WEST OF THE SOUTHEAST CORNER, 6 FEET WEST OF THE
 HX1711'SOUTHWEST CORNER OF THE F.L. MATHEWS HARDWARE STORE, AND ABOUT
 HX1711'0.5 FOOT ABOVE THE STEP AT THE ENTRANCE TO THE BANK BUILDING.
 HX1711'A STANDARD DISK, STAMPED W 6 1933 AND SET VERTICALLY.
 HX1711
 HX1711                          STATION RECOVERY (1976)
 HX1711
 HX1711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0378 ***********************************************************************
 JW0378  DESIGNATION -  W 60
 JW0378  PID         -  JW0378
 JW0378  STATE/COUNTY-  WV/HARDY
 JW0378  USGS QUAD   -  MOOREFIELD (1981)
 JW0378
 JW0378                         *CURRENT SURVEY CONTROL
 JW0378  ___________________________________________________________________
 JW0378* NAD 83(1986)-  39 04 07.     (N)    078 55 40.     (W)     SCALED    
 JW0378* NAVD 88     -       291.404  (meters)     956.05   (feet)  ADJUSTED  
 JW0378  ___________________________________________________________________
 JW0378  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JW0378  DYNAMIC HT  -         291.217 (meters)     955.43  (feet)  COMP
 JW0378  MODELED GRAV-     979,975.1   (mgal)                       NAVD 88
 JW0378
 JW0378  VERT ORDER  -  SECOND    CLASS 0
 JW0378
 JW0378.The horizontal coordinates were scaled from a topographic map and have
 JW0378.an estimated accuracy of +/- 6 seconds.
 JW0378
 JW0378.The orthometric height was determined by differential leveling
 JW0378.and adjusted by the National Geodetic Survey in June 1991..
 JW0378
 JW0378.The geoid height was determined by GEOID03.
 JW0378
 JW0378.The dynamic height is computed by dividing the NAVD 88
 JW0378.geopotential number by the normal gravity value computed on the
 JW0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0378.degrees latitude (g = 980.6199 gals.).
 JW0378
 JW0378.The modeled gravity was interpolated from observed gravity values.
 JW0378
 JW0378;                    North         East    Units  Estimated Accuracy
 JW0378;SPC WV N     -    63,280.      649,520.      MT  (+/- 180 meters Scaled)
 JW0378
 JW0378                          SUPERSEDED SURVEY CONTROL
 JW0378
 JW0378  NGVD 29 (??/??/92)  291.559  (m)          956.56   (f) ADJ UNCH    2 0
 JW0378
 JW0378.Superseded values are not recommended for survey control.
 JW0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0378.See file dsdata.txt to determine how the superseded data were derived.
 JW0378
 JW0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD792264(NAD 83)
 JW0378_MARKER: DB = BENCH MARK DISK
 JW0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0378_STAMPING: W 60 1935
 JW0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0378+STABILITY: SURFACE MOTION
 JW0378
 JW0378  HISTORY     - Date     Condition        Report By
 JW0378  HISTORY     - 1935     MONUMENTED       CGS
 JW0378  HISTORY     - 1962     GOOD             NGS
 JW0378
 JW0378                          STATION DESCRIPTION
 JW0378
 JW0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JW0378'2.1 MI E FROM MOOREFIELD.
 JW0378'2.1 MILES EAST ALONG FORMER STATE HIGHWAY 23 FROM THE BALTIMORE
 JW0378'AND OHIO RAILROAD STATION AT MOOREFIELD, HARDY COUNTY, 150 FEET
 JW0378'SOUTHWEST OF A CONCRETE BRIDGE OVER FORT RUN, 120 FEET SOUTHWEST
 JW0378'OF THE FORT RUN POST OFFICE, 75 FEET SOUTHWEST OF THE JUNCTION
 JW0378'OF A ROAD LEADING EAST, 48 FEET SOUTHEAST OF THE CENTERLINE OF
 JW0378'THE HIGHWAY, AND 1 FOOT NORTHWEST OF THE FENCE.  A STANDARD
 JW0378'DISK, STAMPED W 60 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JW0378'NOTE-- MARK IS NOW 15 FEET WEST OF THE WEST END OF A GARAGE AND
 JW0378'THE MARK IS ABOUT 4 INCHES BELOW THE SURFACE.  THE FORT RUN POST
 JW0378'OFFICE IS NO LONGER IN OPERATION AND THE FENCE MENTIONED IN
 JW0378'ORIGINAL DESCRIPTION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1519 ***********************************************************************
 HW1519  DESIGNATION -  W 61
 HW1519  PID         -  HW1519
 HW1519  STATE/COUNTY-  WV/PENDLETON
 HW1519  USGS QUAD   -  FORT SEYBERT (1979)
 HW1519
 HW1519                         *CURRENT SURVEY CONTROL
 HW1519  ___________________________________________________________________
 HW1519* NAD 83(1986)-  38 38 27.     (N)    079 13 48.     (W)     SCALED    
 HW1519* NAVD 88     -       470.304  (meters)    1542.99   (feet)  ADJUSTED  
 HW1519  ___________________________________________________________________
 HW1519  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HW1519  DYNAMIC HT  -         469.965 (meters)    1541.88  (feet)  COMP
 HW1519  MODELED GRAV-     979,893.2   (mgal)                       NAVD 88
 HW1519
 HW1519  VERT ORDER  -  SECOND    CLASS 0
 HW1519
 HW1519.The horizontal coordinates were scaled from a topographic map and have
 HW1519.an estimated accuracy of +/- 6 seconds.
 HW1519
 HW1519.The orthometric height was determined by differential leveling
 HW1519.and adjusted by the National Geodetic Survey in June 1991..
 HW1519
 HW1519.The geoid height was determined by GEOID03.
 HW1519
 HW1519.The dynamic height is computed by dividing the NAVD 88
 HW1519.geopotential number by the normal gravity value computed on the
 HW1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1519.degrees latitude (g = 980.6199 gals.).
 HW1519
 HW1519.The modeled gravity was interpolated from observed gravity values.
 HW1519
 HW1519;                    North         East    Units  Estimated Accuracy
 HW1519;SPC WV S     -   183,590.      754,090.      MT  (+/- 180 meters Scaled)
 HW1519
 HW1519                          SUPERSEDED SURVEY CONTROL
 HW1519
 HW1519  NGVD 29 (??/??/92)  470.420  (m)         1543.37   (f) ADJ UNCH    2 0
 HW1519
 HW1519.Superseded values are not recommended for survey control.
 HW1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1519.See file dsdata.txt to determine how the superseded data were derived.
 HW1519
 HW1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC540784(NAD 83)
 HW1519_MARKER: DB = BENCH MARK DISK
 HW1519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1519_SP_SET: CULVERT
 HW1519_STAMPING: W 61 1935
 HW1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1519
 HW1519  HISTORY     - Date     Condition        Report By
 HW1519  HISTORY     - 1935     MONUMENTED       CGS
 HW1519  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1519
 HW1519                          STATION DESCRIPTION
 HW1519
 HW1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1519'1.9 MI NE FROM BRANDYWINE.
 HW1519'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HW1519'AT BRANDYWINE, PENDLETON COUNTY, 1.6 MILES NORTHEAST OF A BRIDGE
 HW1519'OVER SOUTH FORK SOUTH BRANCH POTOMAC RIVER, 0.55 MILE NORTH OF
 HW1519'THE CROSSING OF HEAVENER RUN, 0.05 MILE SOUTH OF THE CROSSING OF
 HW1519'A STREAM, 33 FEET SOUTH OF A 16-INCH BLACK WALNUT TREE, 24 FEET
 HW1519'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF
 HW1519'THE CENTER OF A DRAIN, 6 INCHES WEST OF THE RIGHT-OF-WAY FENCE,
 HW1519'AT A LARGE CONCRETE CULVERT, IN THE TOP OF A CONCRETE HEADWALL,
 HW1519'4 FEET NORTH OF THE SOUTH END OF THE HEADWALL, AND 4 FEET BELOW
 HW1519'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1921 ***********************************************************************
 HX1921  DESIGNATION -  W 7
 HX1921  PID         -  HX1921
 HX1921  STATE/COUNTY-  WV/KANAWHA
 HX1921  USGS QUAD   -  BLUE CREEK (1995)
 HX1921
 HX1921                         *CURRENT SURVEY CONTROL
 HX1921  ___________________________________________________________________
 HX1921* NAD 83(1986)-  38 25 29.     (N)    081 29 16.     (W)     SCALED    
 HX1921* NAVD 88     -       187.483  (meters)     615.10   (feet)  ADJUSTED  
 HX1921  ___________________________________________________________________
 HX1921  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HX1921  DYNAMIC HT  -         187.354 (meters)     614.68  (feet)  COMP
 HX1921  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 HX1921
 HX1921  VERT ORDER  -  SECOND    CLASS 0
 HX1921
 HX1921.The horizontal coordinates were scaled from a topographic map and have
 HX1921.an estimated accuracy of +/- 6 seconds.
 HX1921
 HX1921.The orthometric height was determined by differential leveling
 HX1921.and adjusted by the National Geodetic Survey in June 1991..
 HX1921
 HX1921.The geoid height was determined by GEOID03.
 HX1921
 HX1921.The dynamic height is computed by dividing the NAVD 88
 HX1921.geopotential number by the normal gravity value computed on the
 HX1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1921.degrees latitude (g = 980.6199 gals.).
 HX1921
 HX1921.The modeled gravity was interpolated from observed gravity values.
 HX1921
 HX1921;                    North         East    Units  Estimated Accuracy
 HX1921;SPC WV S     -   158,240.      557,410.      MT  (+/- 180 meters Scaled)
 HX1921
 HX1921                          SUPERSEDED SURVEY CONTROL
 HX1921
 HX1921  NGVD 29 (??/??/92)  187.672  (m)          615.72   (f) ADJ UNCH    2 0
 HX1921
 HX1921.Superseded values are not recommended for survey control.
 HX1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1921.See file dsdata.txt to determine how the superseded data were derived.
 HX1921
 HX1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC574530(NAD 83)
 HX1921_MARKER: DB = BENCH MARK DISK
 HX1921_SETTING: 66 = SET IN ROCK OUTCROP
 HX1921_SP_SET: ROCK LEDGE
 HX1921_STAMPING: W 7 1933
 HX1921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1921+STABILITY: POSITION/ELEVATION WELL
 HX1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX1921+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 HX1921
 HX1921  HISTORY     - Date     Condition        Report By
 HX1921  HISTORY     - 1933     MONUMENTED       CGS
 HX1921  HISTORY     - 1970     GOOD             NGS
 HX1921  HISTORY     - 20041214 GOOD             INDIV
 HX1921
 HX1921                          STATION DESCRIPTION
 HX1921
 HX1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1921'0.4 MI E FROM PINCH.
 HX1921'ABOUT 0.4 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1921'THE POST OFFICE AT PINCH, KANAWHA COUNTY, ABOUT 61 RAILS EAST
 HX1921'OF THE EAST END OF THE STATION, ABOUT 68 RAILS EAST OF MILEPOST
 HX1921'C 10, 12 FEET SOUTH OF THE CENTER LINE OF THE TRACK, IN THE TOP OF
 HX1921'A ROCK LEDGE AT THE BASE OF A LARGE ROCK OUTCROP, AND ABOUT 2 FEET
 HX1921'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED W 7 1933.
 HX1921
 HX1921                          STATION RECOVERY (1970)
 HX1921
 HX1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HX1921'RECOVERED IN GOOD CONDITION.
 HX1921
 HX1921                          STATION RECOVERY (2004)
 HX1921
 HX1921'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX1921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1450 ***********************************************************************
 HW1450  DESIGNATION -  W 76
 HW1450  PID         -  HW1450
 HW1450  STATE/COUNTY-  WV/GRANT
 HW1450  USGS QUAD   -  PETERSBURG WEST (1995)
 HW1450
 HW1450                         *CURRENT SURVEY CONTROL
 HW1450  ___________________________________________________________________
 HW1450* NAD 83(1995)-  38 59 29.55270(N)    079 08 15.50640(W)     ADJUSTED  
 HW1450* NAVD 88     -       288.106  (meters)     945.23   (feet)  ADJUSTED  
 HW1450  ___________________________________________________________________
 HW1450  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 HW1450  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HW1450  DYNAMIC HT  -         287.917 (meters)     944.61  (feet)  COMP
 HW1450  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 HW1450
 HW1450  HORZ ORDER  -  SECOND
 HW1450  VERT ORDER  -  SECOND    CLASS 0
 HW1450
 HW1450.This mark is at Grant County Airport (W99)
 HW1450
 HW1450.The horizontal coordinates were established by classical geodetic methods
 HW1450.and adjusted by the National Geodetic Survey in April 1998..
 HW1450
 HW1450.The orthometric height was determined by differential leveling
 HW1450.and adjusted by the National Geodetic Survey in June 1991..
 HW1450
 HW1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW1450
 HW1450.The geoid height was determined by GEOID03.
 HW1450
 HW1450.The dynamic height is computed by dividing the NAVD 88
 HW1450.geopotential number by the normal gravity value computed on the
 HW1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1450.degrees latitude (g = 980.6199 gals.).
 HW1450
 HW1450.The modeled gravity was interpolated from observed gravity values.
 HW1450
 HW1450;                    North         East     Units Scale Factor Converg.
 HW1450;SPC WV N     -    54,633.067   631,393.588   MT  1.00000161   +0 13 52.0
 HW1450;UTM  17      - 4,317,487.704   661,290.136   MT  0.99992034   +1 10 19.4
 HW1450
 HW1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW1450!SPC WV N     -   0.99995979  x   1.00000161  =   0.99996140
 HW1450!UTM  17      -   0.99995979  x   0.99992034  =   0.99988014
 HW1450
 HW1450                          SUPERSEDED SURVEY CONTROL
 HW1450
 HW1450  NAD 83(1995)-  38 59 29.55847(N)    079 08 15.51822(W) AD(       ) 2
 HW1450  NAD 83(1986)-  38 59 29.55950(N)    079 08 15.51812(W) AD(       ) 2
 HW1450  NAD 27      -  38 59 29.16180(N)    079 08 16.39170(W) AD(       ) 2
 HW1450  NGVD 29 (??/??/92)  288.249  (m)          945.70   (f) ADJ UNCH    2 0
 HW1450
 HW1450.Superseded values are not recommended for survey control.
 HW1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1450.See file dsdata.txt to determine how the superseded data were derived.
 HW1450
 HW1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6129017488(NAD 83)
 HW1450_MARKER: DB = BENCH MARK DISK
 HW1450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1450_SP_SET: STEP
 HW1450_STAMPING: W 76 1941
 HW1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1450
 HW1450  HISTORY     - Date     Condition        Report By
 HW1450  HISTORY     - 1941     MONUMENTED       CGS
 HW1450  HISTORY     - 1956     GOOD             CGS
 HW1450  HISTORY     - 1956     GOOD             NGS
 HW1450
 HW1450                          STATION DESCRIPTION
 HW1450
 HW1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HW1450'1.3 MI W FROM PETERSBURG.
 HW1450'1.3 MILE W. OF THE RR. STA. BY ROAD FROM PETERSBURG, AT THE AIRPORT,
 HW1450'IN THE CONCRETE DOOR STEP OF THE BLDG, AT THE AIR BEACON CW 29.
 HW1450'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND STAMPED
 HW1450'W 76 1941.
 HW1450
 HW1450                          STATION RECOVERY (1956)
 HW1450
 HW1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 HW1450'THE STATION IS LOCATED AIRLINE, ABOUT 1 MILE WEST OF PETERSBURG, AT
 HW1450'THE PETERSBURG C.A.A.
 HW1450'INTERMEDIATE LANDING FIELD (SITE NO. 29 OF THE CINCINNATI-WASHINGTON
 HW1450'AIRWAYS).  IT IS AT THE NORTHEAST
 HW1450'CORNER OF THE LANDING FIELD AND NEAR THE FAN MARKER AND BEACON
 HW1450'FACILITIES.
 HW1450'IT IS A STANDARD BENCH
 HW1450'MARK DISK STAMPED W76 1941 SET IN A DRILL HOLE NEAR THE NORTH EDGE OF
 HW1450'THE CONCRETE STEP OF THE MOST
 HW1450'NORTHERLY OF TWO SMALL BUILDINGS.  IT IS ABOUT 6 INCHES ABOVE
 HW1450'THE ELEVATION OF THE STATION.
 HW1450'
 HW1450
 HW1450                          STATION RECOVERY (1956)
 HW1450
 HW1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HW1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0045 ***********************************************************************
 JW0045  DESIGNATION -  W 77
 JW0045  PID         -  JW0045
 JW0045  STATE/COUNTY-  WV/MORGAN
 JW0045  USGS QUAD   -  PAW PAW (1974)
 JW0045
 JW0045                         *CURRENT SURVEY CONTROL
 JW0045  ___________________________________________________________________
 JW0045* NAD 83(1986)-  39 32 43.     (N)    078 27 29.     (W)     SCALED    
 JW0045* NAVD 88     -       166.884  (meters)     547.52   (feet)  ADJUSTED  
 JW0045  ___________________________________________________________________
 JW0045  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JW0045  DYNAMIC HT  -         166.786 (meters)     547.20  (feet)  COMP
 JW0045  MODELED GRAV-     980,036.9   (mgal)                       NAVD 88
 JW0045
 JW0045  VERT ORDER  -  FIRST     CLASS II
 JW0045
 JW0045.The horizontal coordinates were scaled from a topographic map and have
 JW0045.an estimated accuracy of +/- 6 seconds.
 JW0045
 JW0045.The orthometric height was determined by differential leveling
 JW0045.and adjusted by the National Geodetic Survey in June 1991..
 JW0045
 JW0045.The geoid height was determined by GEOID03.
 JW0045
 JW0045.The dynamic height is computed by dividing the NAVD 88
 JW0045.geopotential number by the normal gravity value computed on the
 JW0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0045.degrees latitude (g = 980.6199 gals.).
 JW0045
 JW0045.The modeled gravity was interpolated from observed gravity values.
 JW0045
 JW0045;                    North         East    Units  Estimated Accuracy
 JW0045;SPC WV N     -   116,560.      689,560.      MT  (+/- 180 meters Scaled)
 JW0045
 JW0045                          SUPERSEDED SURVEY CONTROL
 JW0045
 JW0045  NGVD 29 (??/??/92)  167.083  (m)          548.17   (f) ADJ UNCH    1 2
 JW0045
 JW0045.Superseded values are not recommended for survey control.
 JW0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0045.See file dsdata.txt to determine how the superseded data were derived.
 JW0045
 JW0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD184803(NAD 83)
 JW0045_MARKER: DB = BENCH MARK DISK
 JW0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0045_SP_SET: BRIDGE
 JW0045_STAMPING: W 77 1941
 JW0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0045
 JW0045  HISTORY     - Date     Condition        Report By
 JW0045  HISTORY     - 1941     MONUMENTED       CGS
 JW0045
 JW0045                          STATION DESCRIPTION
 JW0045
 JW0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0045'9.7 MI E FROM OLDTOWN.
 JW0045'9.7 MILES EAST ALONG THE WESTERN MARYLAND RAILROAD FROM THE
 JW0045'STATION AT OLDTOWN, 38 RAILS SOUTH OF MILE-POST NO. 141, SET
 JW0045'IN THE SOUTHEAST CORNER OF THE EAST HEADWALL AT THE NORTH
 JW0045'END OF BRIDGE NO. 1413, 4.4 FEET EAST OF THE EAST RAIL OF THE
 JW0045'TRACK.  A STANDARD DISK STAMPED W-77 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1461 ***********************************************************************
 HX1461  DESIGNATION -  W 8
 HX1461  PID         -  HX1461
 HX1461  STATE/COUNTY-  WV/GILMER
 HX1461  USGS QUAD   -  GLENVILLE (1976)
 HX1461
 HX1461                         *CURRENT SURVEY CONTROL
 HX1461  ___________________________________________________________________
 HX1461* NAD 83(1986)-  38 57 34.     (N)    080 46 35.     (W)     SCALED    
 HX1461* NAVD 88     -       236.733  (meters)     776.68   (feet)  ADJUSTED  
 HX1461  ___________________________________________________________________
 HX1461  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HX1461  DYNAMIC HT  -         236.581 (meters)     776.18  (feet)  COMP
 HX1461  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 HX1461
 HX1461  VERT ORDER  -  SECOND    CLASS 0
 HX1461
 HX1461.The horizontal coordinates were scaled from a topographic map and have
 HX1461.an estimated accuracy of +/- 6 seconds.
 HX1461
 HX1461.The orthometric height was determined by differential leveling
 HX1461.and adjusted by the National Geodetic Survey in June 1991..
 HX1461
 HX1461.The geoid height was determined by GEOID03.
 HX1461
 HX1461.The dynamic height is computed by dividing the NAVD 88
 HX1461.geopotential number by the normal gravity value computed on the
 HX1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1461.degrees latitude (g = 980.6199 gals.).
 HX1461
 HX1461.The modeled gravity was interpolated from observed gravity values.
 HX1461
 HX1461;                    North         East    Units  Estimated Accuracy
 HX1461;SPC WV S     -   217,510.      619,380.      MT  (+/- 180 meters Scaled)
 HX1461
 HX1461                          SUPERSEDED SURVEY CONTROL
 HX1461
 HX1461  NGVD 29 (??/??/92)  236.901  (m)          777.23   (f) ADJ UNCH    2 0
 HX1461
 HX1461.Superseded values are not recommended for survey control.
 HX1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1461.See file dsdata.txt to determine how the superseded data were derived.
 HX1461
 HX1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND193123(NAD 83)
 HX1461_MARKER: DB = BENCH MARK DISK
 HX1461_SETTING: 66 = SET IN ROCK OUTCROP
 HX1461_SP_SET: ROCK LEDGE
 HX1461_STAMPING: W 8 1933
 HX1461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1461+STABILITY: POSITION/ELEVATION WELL
 HX1461
 HX1461  HISTORY     - Date     Condition        Report By
 HX1461  HISTORY     - 1933     MONUMENTED       CGS
 HX1461
 HX1461                          STATION DESCRIPTION
 HX1461
 HX1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1461'4.5 MI NE FROM GLENVILLE.
 HX1461'4.5 MILES NORTHEAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HX1461'GLENVILLE, GILMER COUNTY, 200 YARDS WEST OF THE BROOKS KILPATRICK
 HX1461'HOME, 67 YARDS EAST OF A CONCRETE CULVERT, 17 YARDS WEST OF
 HX1461'ANOTHER CONCRETE CULVERT, 6 YARDS NORTHEAST OF THE CENTERLINE
 HX1461'OF THE HIGHWAY, IN THE TOP OF A ROCK LEDGE, AND 1 FOOT HIGHER
 HX1461'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED W 8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0255 ***********************************************************************
 JX0255  DESIGNATION -  W 80
 JX0255  PID         -  JX0255
 JX0255  STATE/COUNTY-  WV/DODDRIDGE
 JX0255  USGS QUAD   -  SMITHBURG (1976)
 JX0255
 JX0255                         *CURRENT SURVEY CONTROL
 JX0255  ___________________________________________________________________
 JX0255* NAD 83(1986)-  39 16 49.     (N)    080 40 13.     (W)     SCALED    
 JX0255* NAVD 88     -       257.486  (meters)     844.77   (feet)  POSTED    
 JX0255  ___________________________________________________________________
 JX0255  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JX0255  DYNAMIC HT  -         257.330 (meters)     844.26  (feet)  COMP
 JX0255  MODELED GRAV-     980,011.8   (mgal)                       NAVD 88
 JX0255
 JX0255  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0255
 JX0255.The horizontal coordinates were scaled from a topographic map and have
 JX0255.an estimated accuracy of +/- 6 seconds.
 JX0255
 JX0255.The orthometric height was determined by differential leveling
 JX0255.and adjusted by the National Geodetic Survey in 1992..
 JX0255.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0255.rate of 0.0 thru 1.0 mm/km.
 JX0255
 JX0255.The geoid height was determined by GEOID03.
 JX0255
 JX0255.The dynamic height is computed by dividing the NAVD 88
 JX0255.geopotential number by the normal gravity value computed on the
 JX0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0255.degrees latitude (g = 980.6199 gals.).
 JX0255
 JX0255.The modeled gravity was interpolated from observed gravity values.
 JX0255
 JX0255;                    North         East    Units  Estimated Accuracy
 JX0255;SPC WV N     -    87,280.      499,030.      MT  (+/- 180 meters Scaled)
 JX0255
 JX0255                          SUPERSEDED SURVEY CONTROL
 JX0255
 JX0255  NGVD 29 (??/??/92)  257.635  (m)          845.26   (f) ADJ UNCH    1 2
 JX0255
 JX0255.Superseded values are not recommended for survey control.
 JX0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0255.See file dsdata.txt to determine how the superseded data were derived.
 JX0255
 JX0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND284479(NAD 83)
 JX0255_MARKER: DB = BENCH MARK DISK
 JX0255_SETTING: 66 = SET IN ROCK OUTCROP
 JX0255_SP_SET: OUTCROP
 JX0255_STAMPING: W 80 1943
 JX0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0255+STABILITY: POSITION/ELEVATION WELL
 JX0255
 JX0255  HISTORY     - Date     Condition        Report By
 JX0255  HISTORY     - 1943     MONUMENTED       CGS
 JX0255
 JX0255                          STATION DESCRIPTION
 JX0255
 JX0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0255'1.2 MI NW FROM LONG RUN.
 JX0255'1.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0255'STATION AT LONG RUN, DODDRIDGE COUNTY, 18 FEET WEST OF THE FIRST
 JX0255'POLE EAST OF POLE 322+30, 20.5 FEET EAST OF THE EAST ENTRANCE TO
 JX0255'TUNNEL 4, 10 FEET NORTH OF THE CENTERLINE OF THE TRACK, IN THE
 JX0255'TOP OF A LEDGE IN A ROCK OUTCROP, AND 1/2 FOOT HIGHER THAN THE
 JX0255'TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0288 ***********************************************************************
 JX0288  DESIGNATION -  W 81
 JX0288  PID         -  JX0288
 JX0288  STATE/COUNTY-  WV/RITCHIE
 JX0288  USGS QUAD   -  PENNSBORO (1987)
 JX0288
 JX0288                         *CURRENT SURVEY CONTROL
 JX0288  ___________________________________________________________________
 JX0288* NAD 83(1986)-  39 17 02.     (N)    080 59 57.     (W)     SCALED    
 JX0288* NAVD 88     -       272.981  (meters)     895.61   (feet)  ADJUSTED  
 JX0288  ___________________________________________________________________
 JX0288  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX0288  DYNAMIC HT  -         272.811 (meters)     895.05  (feet)  COMP
 JX0288  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 JX0288
 JX0288  VERT ORDER  -  FIRST     CLASS II
 JX0288
 JX0288.The horizontal coordinates were scaled from a topographic map and have
 JX0288.an estimated accuracy of +/- 6 seconds.
 JX0288
 JX0288.The orthometric height was determined by differential leveling
 JX0288.and adjusted by the National Geodetic Survey in June 1991..
 JX0288
 JX0288.The geoid height was determined by GEOID03.
 JX0288
 JX0288.The dynamic height is computed by dividing the NAVD 88
 JX0288.geopotential number by the normal gravity value computed on the
 JX0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0288.degrees latitude (g = 980.6199 gals.).
 JX0288
 JX0288.The modeled gravity was interpolated from observed gravity values.
 JX0288
 JX0288;                    North         East    Units  Estimated Accuracy
 JX0288;SPC WV N     -    88,100.      470,670.      MT  (+/- 180 meters Scaled)
 JX0288
 JX0288                          SUPERSEDED SURVEY CONTROL
 JX0288
 JX0288  NGVD 29 (??/??/92)  273.160  (m)          896.19   (f) ADJ UNCH    1 2
 JX0288
 JX0288.Superseded values are not recommended for survey control.
 JX0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0288.See file dsdata.txt to determine how the superseded data were derived.
 JX0288
 JX0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND000482(NAD 83)
 JX0288_MARKER: DB = BENCH MARK DISK
 JX0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0288_SP_SET: TUNNEL
 JX0288_STAMPING: W 81 1943
 JX0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0288
 JX0288  HISTORY     - Date     Condition        Report By
 JX0288  HISTORY     - 1943     MONUMENTED       CGS
 JX0288
 JX0288                          STATION DESCRIPTION
 JX0288
 JX0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0288'1.7 MI W FROM PENNSBORO.
 JX0288'TO REACH FROM THE BALTIMORE AND OHIO RAILROAD STATION AT PENNSBORO,
 JX0288'PROCEED 1.7 MILE WEST ALONG THE RAILROAD TO SITE OF BENCH MARK.
 JX0288'BENCH MARK IS 9.5 FEET SOUTH OF THE CENTERLINE OF THE ENTRANCE
 JX0288'TO TUNNEL NO. 9, 9.5 FEET SOUTH OF AND ABOUT 3.0 FEET ABOVE THE
 JX0288'CENTERLINE OF THE TRACK.  IT IS SET VERTICALLY 1.0 FOOT SOUTHEAST
 JX0288'OF THE NORTHWEST END OF THE SOUTH WINGWALL OF THE TUNNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0289 ***********************************************************************
 JX0289  DESIGNATION -  W 81 RESET 1962
 JX0289  PID         -  JX0289
 JX0289  STATE/COUNTY-  WV/RITCHIE
 JX0289  USGS QUAD   -  PENNSBORO (1987)
 JX0289
 JX0289                         *CURRENT SURVEY CONTROL
 JX0289  ___________________________________________________________________
 JX0289* NAD 83(1986)-  39 17 02.     (N)    080 59 57.     (W)     SCALED    
 JX0289* NAVD 88     -       262.21   (+/-2cm)     860.3    (feet)  VERTCON   
 JX0289  ___________________________________________________________________
 JX0289  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX0289
 JX0289  VERT ORDER  -  THIRD (See Below)
 JX0289
 JX0289.The horizontal coordinates were scaled from a topographic map and have
 JX0289.an estimated accuracy of +/- 6 seconds.
 JX0289
 JX0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX0289.The vertical order pertains to the NGVD 29 superseded value.
 JX0289
 JX0289.The geoid height was determined by GEOID03.
 JX0289
 JX0289;                    North         East    Units  Estimated Accuracy
 JX0289;SPC WV N     -    88,100.      470,670.      MT  (+/- 180 meters Scaled)
 JX0289
 JX0289                          SUPERSEDED SURVEY CONTROL
 JX0289
 JX0289  NGVD 29 (??/??/??)  262.39   (m)          860.9    (f) RESET       3  
 JX0289
 JX0289.Superseded values are not recommended for survey control.
 JX0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0289.See file dsdata.txt to determine how the superseded data were derived.
 JX0289
 JX0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND000482(NAD 83)
 JX0289_MARKER: DD = SURVEY DISK
 JX0289_SETTING: 0 = UNSPECIFIED SETTING
 JX0289_STAMPING: W 81 RESET 1962
 JX0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0289
 JX0289  HISTORY     - Date     Condition        Report By
 JX0289  HISTORY     - 1962     MONUMENTED       BORR
 JX0289  HISTORY     - 1963     GOOD             NGS
 JX0289
 JX0289                          STATION DESCRIPTION
 JX0289
 JX0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JX0289'1.5 MI W FROM PENNSBORO.
 JX0289'ABOUT 1.5 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0289'THE STATION AT PENNSBORO, RITCHIE COUNTY, SET IN THE TOP OF A
 JX0289'HEADWALL OF A 36 IN R.C.P. THAT RUNS PARALLEL TO THE CENTERLINE
 JX0289'OF THE TRACK, ABOUT 51 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 JX0289'AND ABOUT 18 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0960 ***********************************************************************
 JX0960  DESIGNATION -  W 82
 JX0960  PID         -  JX0960
 JX0960  STATE/COUNTY-  WV/RITCHIE
 JX0960  USGS QUAD   -  PETROLEUM (1987)
 JX0960
 JX0960                         *CURRENT SURVEY CONTROL
 JX0960  ___________________________________________________________________
 JX0960* NAD 83(1986)-  39 11 25.     (N)    081 16 01.     (W)     SCALED    
 JX0960* NAVD 88     -       212.705  (meters)     697.85   (feet)  ADJUSTED  
 JX0960  ___________________________________________________________________
 JX0960  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JX0960  DYNAMIC HT  -         212.573 (meters)     697.42  (feet)  COMP
 JX0960  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 JX0960
 JX0960  VERT ORDER  -  FIRST     CLASS II
 JX0960
 JX0960.The horizontal coordinates were scaled from a topographic map and have
 JX0960.an estimated accuracy of +/- 6 seconds.
 JX0960
 JX0960.The orthometric height was determined by differential leveling
 JX0960.and adjusted by the National Geodetic Survey in June 1991..
 JX0960
 JX0960.The geoid height was determined by GEOID03.
 JX0960
 JX0960.The dynamic height is computed by dividing the NAVD 88
 JX0960.geopotential number by the normal gravity value computed on the
 JX0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0960.degrees latitude (g = 980.6199 gals.).
 JX0960
 JX0960.The modeled gravity was interpolated from observed gravity values.
 JX0960
 JX0960;                    North         East    Units  Estimated Accuracy
 JX0960;SPC WV N     -    78,130.      447,360.      MT  (+/- 180 meters Scaled)
 JX0960
 JX0960                          SUPERSEDED SURVEY CONTROL
 JX0960
 JX0960  NGVD 29 (??/??/92)  212.884  (m)          698.44   (f) ADJ UNCH    1 2
 JX0960
 JX0960.Superseded values are not recommended for survey control.
 JX0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0960.See file dsdata.txt to determine how the superseded data were derived.
 JX0960
 JX0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD769379(NAD 83)
 JX0960_MARKER: DB = BENCH MARK DISK
 JX0960_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0960_SP_SET: BRIDGE
 JX0960_STAMPING: W 82 1943
 JX0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0960
 JX0960  HISTORY     - Date     Condition        Report By
 JX0960  HISTORY     - 1943     MONUMENTED       CGS
 JX0960
 JX0960                          STATION DESCRIPTION
 JX0960
 JX0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0960'AT PETROLEUM.
 JX0960'AT PETROLEUM, RITCHIE COUNTY, 0.15 MILE EAST ALONG THE BALTIMORE
 JX0960'AND OHIO RAILROAD FROM THE STATION, AT BRIDGE 41, IN THE TOP
 JX0960'OF THE NORTH END OF THE WEST CONCRETE ABUTMENT, 14 FEET NORTH
 JX0960'OF THE CENTERLINE OF THE TRACK, AND ABOUT 1/2 FOOT LOWER THAN
 JX0960'THE TRACK.  A STANDARD DISK, STAMPED W 82 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0943 ***********************************************************************
 HY0943  DESIGNATION -  W 85
 HY0943  PID         -  HY0943
 HY0943  STATE/COUNTY-  WV/WAYNE
 HY0943  USGS QUAD   -  LOUISA (1993)
 HY0943
 HY0943                         *CURRENT SURVEY CONTROL
 HY0943  ___________________________________________________________________
 HY0943* NAD 83(1986)-  38 01 00.     (N)    082 31 23.     (W)     SCALED    
 HY0943* NAVD 88     -       180.453  (meters)     592.04   (feet)  ADJUSTED  
 HY0943  ___________________________________________________________________
 HY0943  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY0943  DYNAMIC HT  -         180.324 (meters)     591.61  (feet)  COMP
 HY0943  MODELED GRAV-     979,912.2   (mgal)                       NAVD 88
 HY0943
 HY0943  VERT ORDER  -  SECOND    CLASS 0
 HY0943
 HY0943.The horizontal coordinates were scaled from a topographic map and have
 HY0943.an estimated accuracy of +/- 6 seconds.
 HY0943
 HY0943.The orthometric height was determined by differential leveling
 HY0943.and adjusted by the National Geodetic Survey in June 1991..
 HY0943
 HY0943.The geoid height was determined by GEOID03.
 HY0943
 HY0943.The dynamic height is computed by dividing the NAVD 88
 HY0943.geopotential number by the normal gravity value computed on the
 HY0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0943.degrees latitude (g = 980.6199 gals.).
 HY0943
 HY0943.The modeled gravity was interpolated from observed gravity values.
 HY0943
 HY0943;                    North         East    Units  Estimated Accuracy
 HY0943;SPC WV S     -   113,940.      466,270.      MT  (+/- 180 meters Scaled)
 HY0943
 HY0943                          SUPERSEDED SURVEY CONTROL
 HY0943
 HY0943  NGVD 29 (??/??/92)  180.675  (m)          592.76   (f) ADJ UNCH    2 0
 HY0943
 HY0943.Superseded values are not recommended for survey control.
 HY0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0943.See file dsdata.txt to determine how the superseded data were derived.
 HY0943
 HY0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC663087(NAD 83)
 HY0943_MARKER: DB = BENCH MARK DISK
 HY0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0943_SP_SET: TOWER LEG BASE
 HY0943_STAMPING: W 85 1952
 HY0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0943
 HY0943  HISTORY     - Date     Condition        Report By
 HY0943  HISTORY     - 1952     MONUMENTED       CGS
 HY0943  HISTORY     - 1957     GOOD             NGS
 HY0943
 HY0943                          STATION DESCRIPTION
 HY0943
 HY0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0943'AT GLENHAYES.
 HY0943'AT GLENHAYES, ABOUT 15 RAILS NORTH ALONG THE NORFOLK AND WESTERN
 HY0943'RAILWAY FROM THE STATION, ABOUT 0.4 MILE NORTH OF THE SCHOOL,
 HY0943'ABOUT 6 1/2 RAILS SOUTH OF A ROAD CROSSING, IN THE TOP OF THE
 HY0943'NORTH CORNER OF ABANDONED CONCRETE BASE OF NORTHWEST LEG OF A
 HY0943'FORMER WATER TOWER, 54 FEET WEST OF WEST RAIL AND ABOUT 2 FEET
 HY0943'BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1079 ***********************************************************************
 GX1079  DESIGNATION -  W 86
 GX1079  PID         -  GX1079
 GX1079  STATE/COUNTY-  WV/RALEIGH
 GX1079  USGS QUAD   -  BECKLEY (1989)
 GX1079
 GX1079                         *CURRENT SURVEY CONTROL
 GX1079  ___________________________________________________________________
 GX1079* NAD 83(1986)-  37 46 44.     (N)    081 12 10.     (W)     SCALED    
 GX1079* NAVD 88     -       775.230  (meters)    2543.40   (feet)  ADJUSTED  
 GX1079  ___________________________________________________________________
 GX1079  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX1079  DYNAMIC HT  -         774.590 (meters)    2541.30  (feet)  COMP
 GX1079  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 GX1079
 GX1079  VERT ORDER  -  SECOND    CLASS 0
 GX1079
 GX1079.The horizontal coordinates were scaled from a topographic map and have
 GX1079.an estimated accuracy of +/- 6 seconds.
 GX1079
 GX1079.The orthometric height was determined by differential leveling
 GX1079.and adjusted by the National Geodetic Survey in June 1991..
 GX1079
 GX1079.The geoid height was determined by GEOID03.
 GX1079
 GX1079.The dynamic height is computed by dividing the NAVD 88
 GX1079.geopotential number by the normal gravity value computed on the
 GX1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1079.degrees latitude (g = 980.6199 gals.).
 GX1079
 GX1079.The modeled gravity was interpolated from observed gravity values.
 GX1079
 GX1079;                    North         East    Units  Estimated Accuracy
 GX1079;SPC WV S     -    86,470.      582,140.      MT  (+/- 180 meters Scaled)
 GX1079
 GX1079                          SUPERSEDED SURVEY CONTROL
 GX1079
 GX1079  NGVD 29 (??/??/92)  775.390  (m)         2543.93   (f) ADJ UNCH    2 0
 GX1079
 GX1079.Superseded values are not recommended for survey control.
 GX1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1079.See file dsdata.txt to determine how the superseded data were derived.
 GX1079
 GX1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB821813(NAD 83)
 GX1079_MARKER: DB = BENCH MARK DISK
 GX1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1079_STAMPING: W 86 1960
 GX1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1079+STABILITY: SURFACE MOTION
 GX1079
 GX1079  HISTORY     - Date     Condition        Report By
 GX1079  HISTORY     - 1960     MONUMENTED       CGS
 GX1079
 GX1079                          STATION DESCRIPTION
 GX1079
 GX1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1079'AT BECKLEY.
 GX1079'AT BECKLEY, 0.85 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE
 GX1079'POST OFFICE, AT THE Y JUNCTION OF HIGHWAY 3 (HARPER ROAD) AND
 GX1079'WESTWOOD DRIVE, 18 FEET SOUTH OF THE CENTER LINE OF WESTWOOD
 GX1079'DRIVE, 18 FEET SOUTHWEST OF THE PROLONGED SOUTHWEST CURB LINE
 GX1079'OF HIGHWAY 3, 1/2 FOOT SOUTH OF THE SOUTH EDGE OF SOUTH CONCRETE
 GX1079'SIDEWALK OF WESTWOOD DRIVE, 19.3 FEET WEST OF WESTWOOD DRIVE
 GX1079'STREET SIGN, 16 FEET WEST OF POWER LINE AND STREET LIGHT POLE
 GX1079'NO. 270-28 824 B 98, ABOUT LEVEL WITH THE SIDEWALK, AND SET IN
 GX1079'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0629 ***********************************************************************
 GX0629  DESIGNATION -  W 87
 GX0629  PID         -  GX0629
 GX0629  STATE/COUNTY-  WV/SUMMERS
 GX0629  USGS QUAD   -  HINTON (1976)
 GX0629
 GX0629                         *CURRENT SURVEY CONTROL
 GX0629  ___________________________________________________________________
 GX0629* NAD 83(1986)-  37 39 11.     (N)    080 58 16.     (W)     SCALED    
 GX0629* NAVD 88     -       737.841  (meters)    2420.73   (feet)  ADJUSTED  
 GX0629  ___________________________________________________________________
 GX0629  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX0629  DYNAMIC HT  -         737.218 (meters)    2418.69  (feet)  COMP
 GX0629  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 GX0629
 GX0629  VERT ORDER  -  SECOND    CLASS 0
 GX0629
 GX0629.The horizontal coordinates were scaled from a topographic map and have
 GX0629.an estimated accuracy of +/- 6 seconds.
 GX0629
 GX0629.The orthometric height was determined by differential leveling
 GX0629.and adjusted by the National Geodetic Survey in June 1991..
 GX0629
 GX0629.The geoid height was determined by GEOID03.
 GX0629
 GX0629.The dynamic height is computed by dividing the NAVD 88
 GX0629.geopotential number by the normal gravity value computed on the
 GX0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0629.degrees latitude (g = 980.6199 gals.).
 GX0629
 GX0629.The modeled gravity was interpolated from observed gravity values.
 GX0629
 GX0629;                    North         East    Units  Estimated Accuracy
 GX0629;SPC WV S     -    72,480.      602,550.      MT  (+/- 180 meters Scaled)
 GX0629
 GX0629                          SUPERSEDED SURVEY CONTROL
 GX0629
 GX0629  NGVD 29 (??/??/92)  737.994  (m)         2421.24   (f) ADJ UNCH    2 0
 GX0629
 GX0629.Superseded values are not recommended for survey control.
 GX0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0629.See file dsdata.txt to determine how the superseded data were derived.
 GX0629
 GX0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB025673(NAD 83)
 GX0629_MARKER: DB = BENCH MARK DISK
 GX0629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0629_SP_SET: BUILDING
 GX0629_STAMPING: W 87 1960
 GX0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0629
 GX0629  HISTORY     - Date     Condition        Report By
 GX0629  HISTORY     - 1960     MONUMENTED       CGS
 GX0629
 GX0629                          STATION DESCRIPTION
 GX0629
 GX0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX0629'0.5 MI SE FROM JUMPING BRANCH.
 GX0629'ABOUT 0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST
 GX0629'OFFICE AT JUMPING BRANCH, 62 YARDS EAST OF THE JUNCTION OF ROAD
 GX0629'NO. 3/3 LEADING SOUTHWEST AND ROAD NO. 3/19 LEADING NORTHEAST,
 GX0629'79 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY 3, SET VERTICALLY
 GX0629'IN THE SOUTHWEST END OF THE SOUTHEAST BRICK WALL OF NEWER PART OF
 GX0629'JUMPING BRANCH SCHOOL AND AT THE SOUTH CORNER OF NEWER PART OF
 GX0629'SCHOOL, AND 1.7 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0208 ***********************************************************************
 JX0208  DESIGNATION -  W 9
 JX0208  PID         -  JX0208
 JX0208  STATE/COUNTY-  WV/HARRISON
 JX0208  USGS QUAD   -  CLARKSBURG (1976)
 JX0208
 JX0208                         *CURRENT SURVEY CONTROL
 JX0208  ___________________________________________________________________
 JX0208* NAD 83(1986)-  39 17 07.     (N)    080 20 21.     (W)     SCALED    
 JX0208* NAVD 88     -       310.408  (meters)    1018.40   (feet)  ADJUSTED  
 JX0208  ___________________________________________________________________
 JX0208  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JX0208  DYNAMIC HT  -         310.214 (meters)    1017.76  (feet)  COMP
 JX0208  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JX0208
 JX0208  VERT ORDER  -  FIRST     CLASS II
 JX0208
 JX0208.The horizontal coordinates were scaled from a topographic map and have
 JX0208.an estimated accuracy of +/- 6 seconds.
 JX0208
 JX0208.The orthometric height was determined by differential leveling
 JX0208.and adjusted by the National Geodetic Survey in June 1991..
 JX0208
 JX0208.The geoid height was determined by GEOID03.
 JX0208
 JX0208.The dynamic height is computed by dividing the NAVD 88
 JX0208.geopotential number by the normal gravity value computed on the
 JX0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0208.degrees latitude (g = 980.6199 gals.).
 JX0208
 JX0208.The modeled gravity was interpolated from observed gravity values.
 JX0208
 JX0208;                    North         East    Units  Estimated Accuracy
 JX0208;SPC WV N     -    87,520.      527,600.      MT  (+/- 180 meters Scaled)
 JX0208
 JX0208                          SUPERSEDED SURVEY CONTROL
 JX0208
 JX0208  NGVD 29 (??/??/92)  310.596  (m)         1019.01   (f) ADJ UNCH    1 2
 JX0208
 JX0208.Superseded values are not recommended for survey control.
 JX0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0208.See file dsdata.txt to determine how the superseded data were derived.
 JX0208
 JX0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND569486(NAD 83)
 JX0208_MARKER: DB = BENCH MARK DISK
 JX0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0208_SP_SET: BUILDING
 JX0208_STAMPING: W 9 1933
 JX0208_MARK LOGO: CGS   
 JX0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JX0208+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2005
 JX0208
 JX0208  HISTORY     - Date     Condition        Report By
 JX0208  HISTORY     - 1933     MONUMENTED       CGS
 JX0208  HISTORY     - 1943     GOOD             NGS
 JX0208  HISTORY     - 1983     GOOD             NGS
 JX0208  HISTORY     - 20050626 GOOD             GEOCAC
 JX0208
 JX0208                          STATION DESCRIPTION
 JX0208
 JX0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0208'AT CLARKSBURG.
 JX0208'AT CLARKSBURG, HARRISON COUNTY, AT THE BALTIMORE AND OHIO
 JX0208'RAILROAD STATION, IN THE NORTH WALL, 7 FEET EAST OF THE EDGE
 JX0208'OF THE DOOR TO THE WOMENS WAITING ROOM, 40 FEET SOUTH OF THE
 JX0208'CENTERLINE OF THE MAIN TRACK, AND 5 FEET HIGHER THAN THE PLATFORM.
 JX0208'A STANDARD DISK SET VERTICALLY.
 JX0208
 JX0208                          STATION RECOVERY (1943)
 JX0208
 JX0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 JX0208'RECOVERED IN GOOD CONDITION.
 JX0208
 JX0208                          STATION RECOVERY (1983)
 JX0208
 JX0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0208'RECOVERED IN GOOD CONDITION.
 JX0208
 JX0208                          STATION RECOVERY (2005)
 JX0208
 JX0208'RECOVERY NOTE BY GEOCACHING 2005 (WRS)
 JX0208'APPEARS TO HAVE BEEN PAINTED BUT STILL CLEARLY VISIBLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1255 ***********************************************************************
 JX1255  DESIGNATION -  W 91
 JX1255  PID         -  JX1255
 JX1255  STATE/COUNTY-  WV/WOOD
 JX1255  USGS QUAD   -  ROCKPORT (1975)
 JX1255
 JX1255                         *CURRENT SURVEY CONTROL
 JX1255  ___________________________________________________________________
 JX1255* NAD 83(1986)-  39 05 26.     (N)    081 32 19.     (W)     SCALED    
 JX1255* NAVD 88     -       216.734  (meters)     711.07   (feet)  ADJUSTED  
 JX1255  ___________________________________________________________________
 JX1255  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JX1255  DYNAMIC HT  -         216.597 (meters)     710.62  (feet)  COMP
 JX1255  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 JX1255
 JX1255  VERT ORDER  -  SECOND    CLASS 0
 JX1255
 JX1255.The horizontal coordinates were scaled from a topographic map and have
 JX1255.an estimated accuracy of +/- 6 seconds.
 JX1255
 JX1255.The orthometric height was determined by differential leveling
 JX1255.and adjusted by the National Geodetic Survey in June 1991..
 JX1255
 JX1255.The geoid height was determined by GEOID03.
 JX1255
 JX1255.The dynamic height is computed by dividing the NAVD 88
 JX1255.geopotential number by the normal gravity value computed on the
 JX1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1255.degrees latitude (g = 980.6199 gals.).
 JX1255
 JX1255.The modeled gravity was interpolated from observed gravity values.
 JX1255
 JX1255;                    North         East    Units  Estimated Accuracy
 JX1255;SPC WV N     -    67,560.      423,650.      MT  (+/- 180 meters Scaled)
 JX1255
 JX1255                          SUPERSEDED SURVEY CONTROL
 JX1255
 JX1255  NGVD 29 (??/??/92)  216.923  (m)          711.69   (f) ADJ UNCH    2 0
 JX1255
 JX1255.Superseded values are not recommended for survey control.
 JX1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1255.See file dsdata.txt to determine how the superseded data were derived.
 JX1255
 JX1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD534269(NAD 83)
 JX1255_MARKER: DB = BENCH MARK DISK
 JX1255_SETTING: 66 = SET IN ROCK OUTCROP
 JX1255_SP_SET: ROCK CUT
 JX1255_STAMPING: W 91 1956
 JX1255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1255+STABILITY: POSITION/ELEVATION WELL
 JX1255
 JX1255  HISTORY     - Date     Condition        Report By
 JX1255  HISTORY     - 1956     MONUMENTED       CGS
 JX1255
 JX1255                          STATION DESCRIPTION
 JX1255
 JX1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1255'1.2 MI NE FROM ROCKPORT.
 JX1255'0.95 MILE NORTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT ROCKPORT
 JX1255'THENCE ABOUT 0.3 MILE EAST AND NORTHEAST ALONG A GRAVEL ROAD,
 JX1255'ABOUT 0.5 MILE SOUTHWEST OF THE TOP OF A GRADE AND JUNCTION OF
 JX1255'A DIRT ROAD NORTH, 83 YARDS NORTHEAST OF A 15-INCH PIPE CULVERT,
 JX1255'14 YARDS SOUTHWEST OF A 15-INCH PIPE CULVERT, 16 1/2 FEET
 JX1255'SOUTHEAST OF CENTER LINE OF ROAD, SET VERTICALLY IN THE NORTHWEST
 JX1255'FACE OF A SLANTING ROCK IN A ROCK CUT, AND ABOUT 3 FEET ABOVE
 JX1255'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2681 ***********************************************************************
 HX2681  DESIGNATION -  W 92
 HX2681  PID         -  HX2681
 HX2681  STATE/COUNTY-  WV/JACKSON
 HX2681  USGS QUAD   -  LIVERPOOL (1975)
 HX2681
 HX2681                         *CURRENT SURVEY CONTROL
 HX2681  ___________________________________________________________________
 HX2681* NAD 83(1986)-  38 55 03.     (N)    081 32 41.     (W)     SCALED    
 HX2681* NAVD 88     -       213.488  (meters)     700.42   (feet)  ADJUSTED  
 HX2681  ___________________________________________________________________
 HX2681  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HX2681  DYNAMIC HT  -         213.350 (meters)     699.97  (feet)  COMP
 HX2681  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 HX2681
 HX2681  VERT ORDER  -  SECOND    CLASS 0
 HX2681
 HX2681.The horizontal coordinates were scaled from a topographic map and have
 HX2681.an estimated accuracy of +/- 6 seconds.
 HX2681
 HX2681.The orthometric height was determined by differential leveling
 HX2681.and adjusted by the National Geodetic Survey in June 1991..
 HX2681
 HX2681.The geoid height was determined by GEOID03.
 HX2681
 HX2681.The dynamic height is computed by dividing the NAVD 88
 HX2681.geopotential number by the normal gravity value computed on the
 HX2681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2681.degrees latitude (g = 980.6199 gals.).
 HX2681
 HX2681.The modeled gravity was interpolated from observed gravity values.
 HX2681
 HX2681;                    North         East    Units  Estimated Accuracy
 HX2681;SPC WV S     -   212,970.      552,760.      MT  (+/- 180 meters Scaled)
 HX2681
 HX2681                          SUPERSEDED SURVEY CONTROL
 HX2681
 HX2681  NGVD 29 (??/??/92)  213.655  (m)          700.97   (f) ADJ UNCH    2 0
 HX2681
 HX2681.Superseded values are not recommended for survey control.
 HX2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2681.See file dsdata.txt to determine how the superseded data were derived.
 HX2681
 HX2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD527077(NAD 83)
 HX2681_MARKER: DB = BENCH MARK DISK
 HX2681_SETTING: 66 = SET IN ROCK OUTCROP
 HX2681_SP_SET: ROCK CUT
 HX2681_STAMPING: W 92 1956
 HX2681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2681+STABILITY: POSITION/ELEVATION WELL
 HX2681
 HX2681  HISTORY     - Date     Condition        Report By
 HX2681  HISTORY     - 1956     MONUMENTED       CGS
 HX2681
 HX2681                          STATION DESCRIPTION
 HX2681
 HX2681'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2681'0.8 MI N FROM LEROY.
 HX2681'ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD LEADING TO GARFIELD FROM
 HX2681'THE ROAD JUNCTION AND GRADED SCHOOL AT LEROY, ABOUT 0.4 MILE
 HX2681'SOUTH OF JUNCTION OF A ROAD LEADING NORTHEAST ALONG BEAR RUN,
 HX2681'ABOUT 1.55 MILE SOUTH OF FAIRVIEW METHODIST CHURCH, SET VERTICALLY
 HX2681'IN THE WEST FACE OF BOTTOM LAYER OF ROCK IN A ROCK CUT, 17 FEET
 HX2681'EAST OF CENTER LINE OF ROAD, 3 YARDS NORTH OF SOUTH END OF ROCKY
 HX2681'PART OF CUT, AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1753 ***********************************************************************
 HX1753  DESIGNATION -  W 93
 HX1753  PID         -  HX1753
 HX1753  STATE/COUNTY-  WV/ROANE
 HX1753  USGS QUAD   -  PENIEL (1957)
 HX1753
 HX1753                         *CURRENT SURVEY CONTROL
 HX1753  ___________________________________________________________________
 HX1753* NAD 83(1986)-  38 45 23.     (N)    081 28 59.     (W)     SCALED    
 HX1753* NAVD 88     -       343.254  (meters)    1126.16   (feet)  ADJUSTED  
 HX1753  ___________________________________________________________________
 HX1753  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HX1753  DYNAMIC HT  -         343.027 (meters)    1125.41  (feet)  COMP
 HX1753  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 HX1753
 HX1753  VERT ORDER  -  SECOND    CLASS 0
 HX1753
 HX1753.The horizontal coordinates were scaled from a topographic map and have
 HX1753.an estimated accuracy of +/- 6 seconds.
 HX1753
 HX1753.The orthometric height was determined by differential leveling
 HX1753.and adjusted by the National Geodetic Survey in June 1991..
 HX1753
 HX1753.The geoid height was determined by GEOID03.
 HX1753
 HX1753.The dynamic height is computed by dividing the NAVD 88
 HX1753.geopotential number by the normal gravity value computed on the
 HX1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1753.degrees latitude (g = 980.6199 gals.).
 HX1753
 HX1753.The modeled gravity was interpolated from observed gravity values.
 HX1753
 HX1753;                    North         East    Units  Estimated Accuracy
 HX1753;SPC WV S     -   195,050.      558,010.      MT  (+/- 180 meters Scaled)
 HX1753
 HX1753                          SUPERSEDED SURVEY CONTROL
 HX1753
 HX1753  NGVD 29 (??/??/92)  343.422  (m)         1126.71   (f) ADJ UNCH    2 0
 HX1753
 HX1753.Superseded values are not recommended for survey control.
 HX1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1753.See file dsdata.txt to determine how the superseded data were derived.
 HX1753
 HX1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC580898(NAD 83)
 HX1753_MARKER: DB = BENCH MARK DISK
 HX1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1753_STAMPING: W 93 1956
 HX1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1753+STABILITY: SURFACE MOTION
 HX1753
 HX1753  HISTORY     - Date     Condition        Report By
 HX1753  HISTORY     - 1956     MONUMENTED       CGS
 HX1753
 HX1753                          STATION DESCRIPTION
 HX1753
 HX1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1753'6 MI S FROM PENIEL.
 HX1753'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING MIDDLE FORK
 HX1753'OF REEDY CREEK FROM JUNCTION OF U.S. HIGHWAY 33 AT PENIEL, THENCE
 HX1753'ABOUT 0.4 MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE
 HX1753'ABOUT 1.25 MILES SOUTHEAST AND SOUTH ALONG A NARROW DIRT ROAD TO
 HX1753'JUNCTION OF A GRADED ROAD AND TOP OF RIDGE, THENCE ABOUT 0.35
 HX1753'MILE SOUTH AND EAST ALONG GRADED ROAD FOLLOWING TOP OF RIDGE,
 HX1753'AT THE JUNCTION OF A TRAIL LEADING SOUTHWEST AND UPHILL, 31 1/2
 HX1753'FEET SOUTH-SOUTHEAST OF CENTER LINE OF ROAD AT CENTER OF JUNCTION,
 HX1753'24 FEET SOUTH-SOUTHWEST OF AN 18-INCH TULIP TREE, 7 1/2 FEET
 HX1753'NORTHWEST OF A 6-INCH HICKORY TREE, 2 FEET WEST OF A WHITE WOODEN
 HX1753'WITNESS POST, ABOUT 4 FEET ABOVE LEVEL OF MAIN ROAD AND SET IN
 HX1753'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK IS
 HX1753'REACHED FROM HARMONY, ROANE COUNTY, BY GOING ABOUT 5.6 MILES
 HX1753'NORTH ALONG A ROAD FOLLOWING COX FORK FROM CONCRETE BRIDGE OVER
 HX1753'COX FORK AT HARMONY, THENCE ABOUT 0.7 MILE NORTHWEST ALONG A
 HX1753'WINDING ROAD FOLLOWING TOP OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1731 ***********************************************************************
 HX1731  DESIGNATION -  W 94
 HX1731  PID         -  HX1731
 HX1731  STATE/COUNTY-  WV/ROANE
 HX1731  USGS QUAD   -  KETTLE (1975)
 HX1731
 HX1731                         *CURRENT SURVEY CONTROL
 HX1731  ___________________________________________________________________
 HX1731* NAD 83(1986)-  38 36 49.     (N)    081 23 15.     (W)     SCALED    
 HX1731* NAVD 88     -       252.076  (meters)     827.02   (feet)  ADJUSTED  
 HX1731  ___________________________________________________________________
 HX1731  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HX1731  DYNAMIC HT  -         251.904 (meters)     826.46  (feet)  COMP
 HX1731  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 HX1731
 HX1731  VERT ORDER  -  SECOND    CLASS 0
 HX1731
 HX1731.The horizontal coordinates were scaled from a topographic map and have
 HX1731.an estimated accuracy of +/- 6 seconds.
 HX1731
 HX1731.The orthometric height was determined by differential leveling
 HX1731.and adjusted by the National Geodetic Survey in June 1991..
 HX1731
 HX1731.The geoid height was determined by GEOID03.
 HX1731
 HX1731.The dynamic height is computed by dividing the NAVD 88
 HX1731.geopotential number by the normal gravity value computed on the
 HX1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1731.degrees latitude (g = 980.6199 gals.).
 HX1731
 HX1731.The modeled gravity was interpolated from observed gravity values.
 HX1731
 HX1731;                    North         East    Units  Estimated Accuracy
 HX1731;SPC WV S     -   179,170.      566,250.      MT  (+/- 180 meters Scaled)
 HX1731
 HX1731                          SUPERSEDED SURVEY CONTROL
 HX1731
 HX1731  NGVD 29 (??/??/92)  252.244  (m)          827.57   (f) ADJ UNCH    2 0
 HX1731
 HX1731.Superseded values are not recommended for survey control.
 HX1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1731.See file dsdata.txt to determine how the superseded data were derived.
 HX1731
 HX1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC662739(NAD 83)
 HX1731_MARKER: DB = BENCH MARK DISK
 HX1731_SETTING: 66 = SET IN ROCK OUTCROP
 HX1731_SP_SET: ROCK LEDGE
 HX1731_STAMPING: W 94 1956
 HX1731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1731+STABILITY: POSITION/ELEVATION WELL
 HX1731
 HX1731  HISTORY     - Date     Condition        Report By
 HX1731  HISTORY     - 1956     MONUMENTED       CGS
 HX1731
 HX1731                          STATION DESCRIPTION
 HX1731
 HX1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1731'2.2 MI SE FROM WALTON.
 HX1731'ABOUT 2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE POCA
 HX1731'VALLEY BANK AT WALTON, ABOUT 1.0 MILE NORTH OF TOP OF GAP AND
 HX1731'ROAD JUNCTION AT MT. WELCOME, SET VERTICALLY ABOUT 2 1/2 FEET
 HX1731'ABOVE GROUND IN THE SOUTHWEST FACE OF A SOLID 4-FOOT HIGH ROCK
 HX1731'LEDGE IN FRONT AND BELOW A 1 1/2-STORY FRAME HOUSE, 16 FEET
 HX1731'NORTHEAST OF CENTER LINE OF HIGHWAY, 6 FEET SOUTHEAST OF NORTHWEST
 HX1731'END OF ROCK LEDGE, 39 YARDS NORTHWEST OF NORTHEAST END OF A
 HX1731'24-INCH CORRUGATED PIPE CULVERT FOR A SMALL RUN, AND ABOUT 2 1/2
 HX1731'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1670 ***********************************************************************
 HX1670  DESIGNATION -  W 95
 HX1670  PID         -  HX1670
 HX1670  STATE/COUNTY-  WV/ROANE
 HX1670  USGS QUAD   -  SPENCER (1986)
 HX1670
 HX1670                         *CURRENT SURVEY CONTROL
 HX1670  ___________________________________________________________________
 HX1670* NAD 83(1986)-  38 48 02.     (N)    081 20 57.     (W)     SCALED    
 HX1670* NAVD 88     -       227.275  (meters)     745.65   (feet)  ADJUSTED  
 HX1670  ___________________________________________________________________
 HX1670  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX1670  DYNAMIC HT  -         227.123 (meters)     745.15  (feet)  COMP
 HX1670  MODELED GRAV-     979,954.8   (mgal)                       NAVD 88
 HX1670
 HX1670  VERT ORDER  -  SECOND    CLASS 0
 HX1670
 HX1670.The horizontal coordinates were scaled from a topographic map and have
 HX1670.an estimated accuracy of +/- 6 seconds.
 HX1670
 HX1670.The orthometric height was determined by differential leveling
 HX1670.and adjusted by the National Geodetic Survey in June 1991..
 HX1670
 HX1670.The geoid height was determined by GEOID03.
 HX1670
 HX1670.The dynamic height is computed by dividing the NAVD 88
 HX1670.geopotential number by the normal gravity value computed on the
 HX1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1670.degrees latitude (g = 980.6199 gals.).
 HX1670
 HX1670.The modeled gravity was interpolated from observed gravity values.
 HX1670
 HX1670;                    North         East    Units  Estimated Accuracy
 HX1670;SPC WV S     -   199,910.      569,670.      MT  (+/- 180 meters Scaled)
 HX1670
 HX1670                          SUPERSEDED SURVEY CONTROL
 HX1670
 HX1670  NGVD 29 (??/??/92)  227.438  (m)          746.19   (f) ADJ UNCH    2 0
 HX1670
 HX1670.Superseded values are not recommended for survey control.
 HX1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1670.See file dsdata.txt to determine how the superseded data were derived.
 HX1670
 HX1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC696947(NAD 83)
 HX1670_MARKER: DB = BENCH MARK DISK
 HX1670_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1670_SP_SET: ABUTMENT
 HX1670_STAMPING: W 95 1956
 HX1670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1670
 HX1670  HISTORY     - Date     Condition        Report By
 HX1670  HISTORY     - 1956     MONUMENTED       CGS
 HX1670
 HX1670                          STATION DESCRIPTION
 HX1670
 HX1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1670'AT SPENCER.
 HX1670'AT SPENCER, ABOUT 0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 33 FROM
 HX1670'THE COURT HOUSE, IN THE TOP OF SOUTHWEST END OF NORTHWEST ABUTMENT
 HX1670'OF HIGHWAY BRIDGE OVER SPRING CREEK, 21 1/2 FEET SOUTHWEST OF
 HX1670'CENTER LINE OF HIGHWAY, 0.4 FOOT SOUTHWEST OF CONCRETE BANISTER
 HX1670'AND ABOUT LEVEL WITH BRIDGE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2563 ***********************************************************************
 HX2563  DESIGNATION -  W 96
 HX2563  PID         -  HX2563
 HX2563  STATE/COUNTY-  WV/KANAWHA
 HX2563  USGS QUAD   -  ROMANCE (1975)
 HX2563
 HX2563                         *CURRENT SURVEY CONTROL
 HX2563  ___________________________________________________________________
 HX2563* NAD 83(1986)-  38 32 51.     (N)    081 34 37.     (W)     SCALED    
 HX2563* NAVD 88     -       219.565  (meters)     720.36   (feet)  ADJUSTED  
 HX2563  ___________________________________________________________________
 HX2563  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HX2563  DYNAMIC HT  -         219.416 (meters)     719.87  (feet)  COMP
 HX2563  MODELED GRAV-     979,943.7   (mgal)                       NAVD 88
 HX2563
 HX2563  VERT ORDER  -  SECOND    CLASS 0
 HX2563
 HX2563.The horizontal coordinates were scaled from a topographic map and have
 HX2563.an estimated accuracy of +/- 6 seconds.
 HX2563
 HX2563.The orthometric height was determined by differential leveling
 HX2563.and adjusted by the National Geodetic Survey in June 1991..
 HX2563
 HX2563.The geoid height was determined by GEOID03.
 HX2563
 HX2563.The dynamic height is computed by dividing the NAVD 88
 HX2563.geopotential number by the normal gravity value computed on the
 HX2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2563.degrees latitude (g = 980.6199 gals.).
 HX2563
 HX2563.The modeled gravity was interpolated from observed gravity values.
 HX2563
 HX2563;                    North         East    Units  Estimated Accuracy
 HX2563;SPC WV S     -   171,910.      549,710.      MT  (+/- 180 meters Scaled)
 HX2563
 HX2563                          SUPERSEDED SURVEY CONTROL
 HX2563
 HX2563  NGVD 29 (??/??/92)  219.745  (m)          720.95   (f) ADJ UNCH    2 0
 HX2563
 HX2563.Superseded values are not recommended for survey control.
 HX2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2563.See file dsdata.txt to determine how the superseded data were derived.
 HX2563
 HX2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC497667(NAD 83)
 HX2563_MARKER: DB = BENCH MARK DISK
 HX2563_SETTING: 66 = SET IN ROCK OUTCROP
 HX2563_SP_SET: ROCK CUT
 HX2563_STAMPING: W 96 1956
 HX2563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2563+STABILITY: POSITION/ELEVATION WELL
 HX2563
 HX2563  HISTORY     - Date     Condition        Report By
 HX2563  HISTORY     - 1956     MONUMENTED       CGS
 HX2563
 HX2563                          STATION DESCRIPTION
 HX2563
 HX2563'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2563'5.4 MI NE FROM SISSONVILLE.
 HX2563'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2563'AT SISSONVILLE, THENCE ABOUT 4.0 MILES EAST AND NORTHEAST ALONG
 HX2563'A BLACK TOP ROAD, ABOUT 0.4 MILE SOUTHEAST OF A STEEL BRIDGE OVER
 HX2563'POCATALICO RIVER, ABOUT 0.1 MILE WEST OF THE TOP OF A GRADE,
 HX2563'ABOUT 0.1 MILE EAST OF JUNCTION OF A ROAD NORTHEAST, 25 1/2 FEET
 HX2563'NORTHEAST OF CENTER LINE OF ROAD, 81 FEET EAST OF CENTER OF
 HX2563'JUNCTION OF A DIRT ROAD LEADING SOUTHEAST AND DOWNHILL, SET
 HX2563'VERTICALLY ABOUT 1 1/2 FEET ABOVE GROUND IN THE WEST FACE OF A
 HX2563'3-FOOT LAYER OF ROCK AT THE BOTTOM OF A 15-FOOT HIGH ROCK CUT,
 HX2563'61 FEET NORTH AND ACROSS ROAD FROM TELEPHONE POLE NO. 372/115
 HX2563'AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2590 ***********************************************************************
 HX2590  DESIGNATION -  W 97
 HX2590  PID         -  HX2590
 HX2590  STATE/COUNTY-  WV/PUTNAM
 HX2590  USGS QUAD   -  BANCROFT (1975)
 HX2590
 HX2590                         *CURRENT SURVEY CONTROL
 HX2590  ___________________________________________________________________
 HX2590* NAD 83(1986)-  38 30 35.     (N)    081 46 42.     (W)     SCALED    
 HX2590* NAVD 88     -       191.751  (meters)     629.10   (feet)  ADJUSTED  
 HX2590  ___________________________________________________________________
 HX2590  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HX2590  DYNAMIC HT  -         191.618 (meters)     628.67  (feet)  COMP
 HX2590  MODELED GRAV-     979,933.1   (mgal)                       NAVD 88
 HX2590
 HX2590  VERT ORDER  -  SECOND    CLASS 0
 HX2590
 HX2590.The horizontal coordinates were scaled from a topographic map and have
 HX2590.an estimated accuracy of +/- 6 seconds.
 HX2590
 HX2590.The orthometric height was determined by differential leveling
 HX2590.and adjusted by the National Geodetic Survey in June 1991..
 HX2590
 HX2590.The geoid height was determined by GEOID03.
 HX2590
 HX2590.The dynamic height is computed by dividing the NAVD 88
 HX2590.geopotential number by the normal gravity value computed on the
 HX2590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2590.degrees latitude (g = 980.6199 gals.).
 HX2590
 HX2590.The modeled gravity was interpolated from observed gravity values.
 HX2590
 HX2590;                    North         East    Units  Estimated Accuracy
 HX2590;SPC WV S     -   167,850.      532,120.      MT  (+/- 180 meters Scaled)
 HX2590
 HX2590                          SUPERSEDED SURVEY CONTROL
 HX2590
 HX2590  NGVD 29 (??/??/92)  191.945  (m)          629.74   (f) ADJ UNCH    2 0
 HX2590
 HX2590.Superseded values are not recommended for survey control.
 HX2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2590.See file dsdata.txt to determine how the superseded data were derived.
 HX2590
 HX2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC321626(NAD 83)
 HX2590_MARKER: DB = BENCH MARK DISK
 HX2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2590_STAMPING: W 97 1956
 HX2590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2590+STABILITY: SURFACE MOTION
 HX2590
 HX2590  HISTORY     - Date     Condition        Report By
 HX2590  HISTORY     - 1956     MONUMENTED       CGS
 HX2590
 HX2590                          STATION DESCRIPTION
 HX2590
 HX2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2590'4.5 MI NE FROM RAYMOND CITY.
 HX2590'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE BRIDGE
 HX2590'OVER POCATALICO RIVER AT RAYMOND CITY, THENCE ABOUT 4.3 MILES
 HX2590'NORTHEAST ALONG A BLACK TOP AND GRAVEL ROAD, ABOUT 1.05 MILES
 HX2590'NORTH OF LETT CREEK COMMUNITY CHURCH, ABOUT 85 YARDS SOUTH AND
 HX2590'ACROSS ROAD FROM THE SOUTHWEST ABANDONED ABUTMENT OF AN OLD
 HX2590'BRIDGE OVER A CREEK, 33 FEET SOUTHWEST OF CENTER LINE OF ROAD AND
 HX2590'ACROSS ROAD FROM THE NORTHWEST PART OF AN OLD MINE DUMP, 2.3
 HX2590'FEET EAST OF TELEPHONE POLE NO. 782/90, 1 1/2 FEET ABOVE LEVEL
 HX2590'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2572 ***********************************************************************
 HX2572  DESIGNATION -  W 98
 HX2572  PID         -  HX2572
 HX2572  STATE/COUNTY-  WV/KANAWHA
 HX2572  USGS QUAD   -  SISSONVILLE (1958)
 HX2572
 HX2572                         *CURRENT SURVEY CONTROL
 HX2572  ___________________________________________________________________
 HX2572* NAD 83(1986)-  38 30 15.     (N)    081 38 45.     (W)     SCALED    
 HX2572* NAVD 88     -       188.919  (meters)     619.81   (feet)  ADJUSTED  
 HX2572  ___________________________________________________________________
 HX2572  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HX2572  DYNAMIC HT  -         188.789 (meters)     619.39  (feet)  COMP
 HX2572  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 HX2572
 HX2572  VERT ORDER  -  SECOND    CLASS 0
 HX2572
 HX2572.The horizontal coordinates were scaled from a topographic map and have
 HX2572.an estimated accuracy of +/- 6 seconds.
 HX2572
 HX2572.The orthometric height was determined by differential leveling
 HX2572.and adjusted by the National Geodetic Survey in June 1991..
 HX2572
 HX2572.The geoid height was determined by GEOID03.
 HX2572
 HX2572.The dynamic height is computed by dividing the NAVD 88
 HX2572.geopotential number by the normal gravity value computed on the
 HX2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2572.degrees latitude (g = 980.6199 gals.).
 HX2572
 HX2572.The modeled gravity was interpolated from observed gravity values.
 HX2572
 HX2572;                    North         East    Units  Estimated Accuracy
 HX2572;SPC WV S     -   167,140.      543,670.      MT  (+/- 180 meters Scaled)
 HX2572
 HX2572                          SUPERSEDED SURVEY CONTROL
 HX2572
 HX2572  NGVD 29 (??/??/92)  189.105  (m)          620.42   (f) ADJ UNCH    2 0
 HX2572
 HX2572.Superseded values are not recommended for survey control.
 HX2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2572.See file dsdata.txt to determine how the superseded data were derived.
 HX2572
 HX2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC436619(NAD 83)
 HX2572_MARKER: DB = BENCH MARK DISK
 HX2572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2572_SP_SET: ABUTMENT WING WALL
 HX2572_STAMPING: W 98 1956
 HX2572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2572
 HX2572  HISTORY     - Date     Condition        Report By
 HX2572  HISTORY     - 1956     MONUMENTED       CGS
 HX2572
 HX2572                          STATION DESCRIPTION
 HX2572
 HX2572'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2572'2.2 MI SW FROM SISSONVILLE.
 HX2572'ABOUT 2.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 21 FROM THE HIGH
 HX2572'SCHOOL AT SISSONVILLE, ABOUT 110 YARDS NORTH OF JUNCTION OF
 HX2572'A BLACK TOP ROAD NORTHWEST, IN THE TOP OF THE FIRST STEP DOWN
 HX2572'FROM TOP OF THE NORTHWEST WING WALL OF NORTH STONE MASONRY
 HX2572'ABUTMENT OF 85-FOOT STEEL BRIDGE OVER TUPPER CREEK, 13 1/2 FEET
 HX2572'WEST OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT BELOW LEVEL
 HX2572'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD8852 ***********************************************************************
 AD8852  DESIGNATION -  W 98 RESET
 AD8852  PID         -  AD8852
 AD8852  STATE/COUNTY-  WV/KANAWHA
 AD8852  USGS QUAD   -  SISSONVILLE (1958)
 AD8852
 AD8852                         *CURRENT SURVEY CONTROL
 AD8852  ___________________________________________________________________
 AD8852* NAD 83(1986)-  38 30 15.     (N)    081 38 45.     (W)     SCALED    
 AD8852* NAVD 88     -       189.42   (meters)     621.5    (feet)  RESET     
 AD8852  ___________________________________________________________________
 AD8852  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 AD8852
 AD8852  VERT ORDER  -  THIRD
 AD8852
 AD8852.The horizontal coordinates were scaled from a topographic map and have
 AD8852.an estimated accuracy of +/- 6 seconds.
 AD8852
 AD8852.The orthometric height was computed from unverified reset data.
 AD8852
 AD8852.The geoid height was determined by GEOID03.
 AD8852
 AD8852;                    North         East    Units  Estimated Accuracy
 AD8852;SPC WV S     -   167,140.      543,670.      MT  (+/- 180 meters Scaled)
 AD8852
 AD8852                          SUPERSEDED SURVEY CONTROL
 AD8852
 AD8852.No superseded survey control is available for this station.
 AD8852
 AD8852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC436619(NAD 83)
 AD8852_MARKER: DV = VERTICAL CONTROL DISK
 AD8852_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD8852_SP_SET: BRIDGE WINGWALL
 AD8852_STAMPING: W 98 RESET 1987
 AD8852_MARK LOGO: NGS   
 AD8852_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8852
 AD8852  HISTORY     - Date     Condition        Report By
 AD8852  HISTORY     - 1987     MONUMENTED       WVHD
 AD8852  HISTORY     - 20021006 GOOD             USPSQD
 AD8852
 AD8852                          STATION DESCRIPTION
 AD8852
 AD8852'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1987 (WLC)
 AD8852'2.25 MILES (3.62 KM) SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE JUNIOR
 AD8852'HIGH SCHOOL IN SISSONVILLE, ABOUT 110 YARDS NORTH OF JUNCTION OF A
 AD8852'BLACK TOP ROAD NORTHWEST, IN THE TOP OF THE NORTH WEST WINGWALL OF
 AD8852'NORTH CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER TUPPER CREEL 15 FEET
 AD8852'(4.6 M) WEST OF CENTERLINE OF HIGHWAY.
 AD8852
 AD8852                          STATION RECOVERY (2002)
 AD8852
 AD8852'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD8852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2547 ***********************************************************************
 HX2547  DESIGNATION -  W 99
 HX2547  PID         -  HX2547
 HX2547  STATE/COUNTY-  WV/PUTNAM
 HX2547  USGS QUAD   -  BANCROFT (1975)
 HX2547
 HX2547                         *CURRENT SURVEY CONTROL
 HX2547  ___________________________________________________________________
 HX2547* NAD 83(1986)-  38 35 24.     (N)    081 44 59.     (W)     SCALED    
 HX2547* NAVD 88     -       304.741  (meters)     999.80   (feet)  ADJUSTED  
 HX2547  ___________________________________________________________________
 HX2547  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX2547  DYNAMIC HT  -         304.532 (meters)     999.12  (feet)  COMP
 HX2547  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 HX2547
 HX2547  VERT ORDER  -  SECOND    CLASS 0
 HX2547
 HX2547.The horizontal coordinates were scaled from a topographic map and have
 HX2547.an estimated accuracy of +/- 6 seconds.
 HX2547
 HX2547.The orthometric height was determined by differential leveling
 HX2547.and adjusted by the National Geodetic Survey in June 1991..
 HX2547
 HX2547.The geoid height was determined by GEOID03.
 HX2547
 HX2547.The dynamic height is computed by dividing the NAVD 88
 HX2547.geopotential number by the normal gravity value computed on the
 HX2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2547.degrees latitude (g = 980.6199 gals.).
 HX2547
 HX2547.The modeled gravity was interpolated from observed gravity values.
 HX2547
 HX2547;                    North         East    Units  Estimated Accuracy
 HX2547;SPC WV S     -   176,740.      534,690.      MT  (+/- 180 meters Scaled)
 HX2547
 HX2547                          SUPERSEDED SURVEY CONTROL
 HX2547
 HX2547  NGVD 29 (??/??/92)  304.928  (m)         1000.42   (f) ADJ UNCH    2 0
 HX2547
 HX2547.Superseded values are not recommended for survey control.
 HX2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2547.See file dsdata.txt to determine how the superseded data were derived.
 HX2547
 HX2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC347715(NAD 83)
 HX2547_MARKER: DB = BENCH MARK DISK
 HX2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2547_STAMPING: W 99 1956
 HX2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2547+STABILITY: SURFACE MOTION
 HX2547
 HX2547  HISTORY     - Date     Condition        Report By
 HX2547  HISTORY     - 1956     MONUMENTED       CGS
 HX2547
 HX2547                          STATION DESCRIPTION
 HX2547
 HX2547'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2547'1.8 MI SW FROM LIBERTY.
 HX2547'ABOUT 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 34 FROM THE SCHOOL
 HX2547'AT LIBERTY, ABOUT 0.85 MILE NORTHEAST OF JUNCTION OF A GRAVEL
 HX2547'ROAD LEADING SOUTH TO HEIZER, ABOUT 0.2 MILE NORTHEAST OF A
 HX2547'SMALL STORE AND JUNCTION OF A DIRT ROAD EAST, ABOUT 55 YARDS
 HX2547'SOUTH OF JUNCTION OF A DRIVE WEST AND UPHILL TO A CONCRETE
 HX2547'BLOCK HILLTOP HOUSE, NEAR THE SOUTH END OF A CUT, 25 FEET EAST
 HX2547'OF CENTER LINE OF HIGHWAY, 3 FEET NORTH OF TELEPHONE POLE NO.
 HX2547'44/220, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP
 HX2547'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2208 ***********************************************************************
 AE2208  SACS        -  This is a Secondary Airport Control Station.
 AE2208  DESIGNATION -  W35 A
 AE2208  PID         -  AE2208
 AE2208  STATE/COUNTY-  WV/MORGAN
 AE2208  USGS QUAD   -  HANCOCK (1971)
 AE2208
 AE2208                         *CURRENT SURVEY CONTROL
 AE2208  ___________________________________________________________________
 AE2208* NAD 83(1995)-  39 41 36.84664(N)    078 10 29.23897(W)     ADJUSTED  
 AE2208* NAVD 88     -       124.40   (meters)     408.1    (feet)  GPS OBS   
 AE2208  ___________________________________________________________________
 AE2208  X           -   1,007,128.396 (meters)                     COMP
 AE2208  Y           -  -4,810,276.835 (meters)                     COMP
 AE2208  Z           -   4,051,921.414 (meters)                     COMP
 AE2208  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AE2208  ELLIP HEIGHT-          90.49  (meters)          (12/03/01) GPS OBS
 AE2208  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AE2208
 AE2208  HORZ ORDER  -  FIRST
 AE2208  ELLP ORDER  -  FOURTH    CLASS I
 AE2208
 AE2208.This mark is at Potomac Airpark  (W35)
 AE2208
 AE2208.The horizontal coordinates were established by GPS observations
 AE2208.and adjusted by the National Geodetic Survey in August 1997..
 AE2208
 AE2208.The orthometric height was determined by GPS observations and a
 AE2208.high-resolution geoid model.
 AE2208
 AE2208.GPS derived orthometric heights for airport stations designated as
 AE2208.PACS or SACS are published to 2 decimal places.  This maintains
 AE2208.centimeter relative accuracy between the PACS and SACS.  It does
 AE2208.not indicate centimeter accuracy relative to other marks which are
 AE2208.part of the NAVD 88 network.
 AE2208
 AE2208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2208
 AE2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2208
 AE2208.The ellipsoidal height was determined by GPS observations
 AE2208.and is referenced to NAD 83.
 AE2208
 AE2208.The geoid height was determined by GEOID03.
 AE2208
 AE2208;                    North         East     Units Scale Factor Converg.
 AE2208;SPC WV N     -   133,345.244   713,658.356   MT  0.99994144   +0 50 42.7
 AE2208;UTM  17      - 4,397,563.532   742,251.996   MT  1.00032257   +1 48 19.0
 AE2208
 AE2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2208!SPC WV N     -   0.99998580  x   0.99994144  =   0.99992724
 AE2208!UTM  17      -   0.99998580  x   1.00032257  =   1.00030837
 AE2208
 AE2208                          SUPERSEDED SURVEY CONTROL
 AE2208
 AE2208  ELLIP H (08/27/97)   90.48   (m)                       GP(       ) 4 1
 AE2208
 AE2208.Superseded values are not recommended for survey control.
 AE2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2208.See file dsdata.txt to determine how the superseded data were derived.
 AE2208
 AE2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4225297564(NAD 83)
 AE2208_MARKER: DD = SURVEY DISK
 AE2208_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE2208_STAMPING: W35 A 1996
 AE2208_MARK LOGO: NGS   
 AE2208_PROJECTION: FLUSH
 AE2208_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2208+STABILITY: SURFACE MOTION
 AE2208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2208+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE2208_ROD/PIPE-DEPTH: 1.0  meters
 AE2208
 AE2208  HISTORY     - Date     Condition        Report By
 AE2208  HISTORY     - 1996     MONUMENTED       NGS
 AE2208
 AE2208                          STATION DESCRIPTION
 AE2208
 AE2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AE2208'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF BERKELEY
 AE2208'SPRINGS,0.8 KM SOUTH OF HANCOCK,AT THE POTOMAC AIRPARK,AT THE WEST END
 AE2208'OF RUNWAY.  OWNERSHIP -- U.S.  SILCA,C/O JUNIOR
 AE2208'SHOEMAKER,GROUNDSKEEPER OR DICK ROHN,CHIEF PILOT,BERKLEY SPRINGS,WV
 AE2208'25411, PHONE 304 258 2500.  TO REACH THE STATION FROM THE NORTH END OF
 AE2208'THE POTOMAC RIVER BRIDGE ON U.S.  HIGHWAY 522 AT HANCOCK,MD, GO SOUTH
 AE2208'FOR 0.6 KM (0.35 MI) ON HIGHWAY 522 TO A PAVED ROAD ON THE LEFT
 AE2208'LEADING EAST OFF THE BRIDGE.  TURN LEFT AND GO EAST FOR 0.9 KM (0.55
 AE2208'MI) ON THE PAVED ROAD TO A SMALL BIRDGE.  CONTINUE AHEAD ON ROAD TO
 AE2208'AIRPORT BUILDINGS ON THE RIGHT.TURN RIGHT AND GO SOUTH FOR 0.1 KM
 AE2208'(0.05 MI) PASSING BETWEEN THE SECOND HANGAR AND CONCRETE BLOCK
 AE2208'BUILDING.CONTINUE AHEAD CROSSING THE APRON TO THE RUNWAY,TURN RIGHT
 AE2208'AND GO WEST FOR .55 MI (0.89 KM) ON RUNWAY TO THE STATION ON THE LEFT.
 AE2208'THE STATION IS A FENO ROD AND DISK,STAMPED W35 A 1996, DRIVEN IN THE
 AE2208'GROUND 5 IN BELOW THE GROUND SURFACE ENCLOSED IN A PVC PIPE WITH NGS
 AE2208'LOGO CAP.  THE STATION IS LOCATED 68.1 FT (20.8 M) SSW FROM C/L OF
 AE2208'RUNWAY 11, 10.7 FT (3.3 M) SSW FROM EDGE OF PAVEMENT, 31.0 FT (9.4 M)
 AE2208'SSE FROM A STROBE ON THE SOUTHERN SIDE OF RUNWAY, 25.0 FT (7.6 M) SSE
 AE2208'FROM THE SOUTHWEST CORNER OF RUNWAY.  THIS STATION IS DESIGNATED AS A
 AE2208'SECONDARY AIRPORT CONTROL STATION.  DESCRIBED BY ED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2082 ***********************************************************************
 AE2082  SACS        -  This is a Secondary Airport Control Station.
 AE2082  DESIGNATION -  W99 A
 AE2082  PID         -  AE2082
 AE2082  STATE/COUNTY-  WV/GRANT
 AE2082  USGS QUAD   -  PETERSBURG WEST (1995)
 AE2082
 AE2082                         *CURRENT SURVEY CONTROL
 AE2082  ___________________________________________________________________
 AE2082* NAD 83(1995)-  38 59 48.18130(N)    079 09 00.32525(W)     ADJUSTED  
 AE2082* NAVD 88     -       291.87   (meters)     957.6    (feet)  GPS OBS   
 AE2082  ___________________________________________________________________
 AE2082  X           -     934,362.579 (meters)                     COMP
 AE2082  Y           -  -4,875,024.930 (meters)                     COMP
 AE2082  Z           -   3,992,197.426 (meters)                     COMP
 AE2082  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 AE2082  ELLIP HEIGHT-         260.06  (meters)          (11/30/01) GPS OBS
 AE2082  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 AE2082
 AE2082  HORZ ORDER  -  FIRST
 AE2082  ELLP ORDER  -  FIFTH     CLASS I
 AE2082
 AE2082.This mark is at Grant County Airport (W99)
 AE2082
 AE2082.The horizontal coordinates were established by GPS observations
 AE2082.and adjusted by the National Geodetic Survey in August 1997..
 AE2082
 AE2082.The orthometric height was determined by GPS observations and a
 AE2082.high-resolution geoid model.
 AE2082
 AE2082.GPS derived orthometric heights for airport stations designated as
 AE2082.PACS or SACS are published to 2 decimal places.  This maintains
 AE2082.centimeter relative accuracy between the PACS and SACS.  It does
 AE2082.not indicate centimeter accuracy relative to other marks which are
 AE2082.part of the NAVD 88 network.
 AE2082
 AE2082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2082
 AE2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2082
 AE2082.The ellipsoidal height was determined by GPS observations
 AE2082.and is referenced to NAD 83.
 AE2082
 AE2082.The geoid height was determined by GEOID03.
 AE2082
 AE2082;                    North         East     Units Scale Factor Converg.
 AE2082;SPC WV N     -    55,203.249   630,312.758   MT  1.00000062   +0 13 23.4
 AE2082;UTM  17      - 4,318,040.012   660,200.177   MT  0.99991602   +1 09 51.7
 AE2082
 AE2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2082!SPC WV N     -   0.99995920  x   1.00000062  =   0.99995982
 AE2082!UTM  17      -   0.99995920  x   0.99991602  =   0.99987522
 AE2082
 AE2082                          SUPERSEDED SURVEY CONTROL
 AE2082
 AE2082  ELLIP H (08/25/97)  260.07   (m)                       GP(       ) 5 1
 AE2082
 AE2082.Superseded values are not recommended for survey control.
 AE2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2082.See file dsdata.txt to determine how the superseded data were derived.
 AE2082
 AE2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6020018040(NAD 83)
 AE2082_MARKER: I = METAL ROD
 AE2082_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2082_STAMPING: W99 A
 AE2082_MARK LOGO: NGS   
 AE2082_PROJECTION: RECESSED 5 CENTIMETERS
 AE2082_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2082+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE2082_ROD/PIPE-DEPTH: 1.0  meters
 AE2082
 AE2082  HISTORY     - Date     Condition        Report By
 AE2082  HISTORY     - 1996     MONUMENTED       NGS
 AE2082
 AE2082                          STATION DESCRIPTION
 AE2082
 AE2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AE2082'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF PETERSBURG,
 AE2082'AT THE GRANT COUNTY AIRPORT, IN THE INSIDE GRASS ISLAND FORMED BY THE
 AE2082'AIRPLANE TURNAROUND AT THE NORTHWEST END OF THE SINGLE RUNWAY.
 AE2082'OWNERSHIP--GRANT COUNTY, C/O AIRPORT MANAGER JEAN KONEFUL, PHONE
 AE2082'304-257-4435.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 AE2082'220 AND STATE HIGHWAYS 28 AND 55, AT THE STOPLIGHT, IN DOWNTOWN
 AE2082'PETERSBURG, GO SOUTH ON HIGHWAY 220 FOR 0.5 KM (0.30 MI) TO THE NORTH
 AE2082'END OF THE BRIDGE OVER THE POTOMAC RIVER.  CONTINUE STRAIT AHEAD AND
 AE2082'GO SOUTH ON HIGHWAY 220 FOR 0.6 KM (0.35 MI) TO A PAVED ROAD RIGHT.
 AE2082'TURN RIGHT WEST ON PAVED ROAD FOR 2.2 KM (1.35 MI) TO AIRPORT ROAD ON
 AE2082'THE RIGHT.  TURN RIGHT NORTHEAST ON AIRPORT ROAD TO THE AIRPORT
 AE2082'BUILDINGS AND A GATE ON THE RIGHT.  TURN RIGHT SOUTHEAST THEN
 AE2082'NORTHEAST ACROSS TARMAC TO THE MAIN RAMP AND RUNWAY.  TURN LEFT WEST
 AE2082'ON RUNWAY FOR 0.7 KM (0.45 MI) TO THE STATION ON THE LEFT AT THE END
 AE2082'OF THE RUNWAY.  THE STATION IS IN THE CENTER OF THE AIRPLANE
 AE2082'TURNAROUND.  IT IS 96.0 FT (29.3 M) SOUTHWEST FROM THE CENTER LINE OF
 AE2082'THE RUNWAY, 64.0 FT (19.5 M) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 AE2082'RUNWAY SIGN, 57.0 FT (17.4 M) NORTH FROM THE CENTER LINE OF THE
 AE2082'TURNAROUND AT HOLD BARS, AND 3.5 FT (1.1 M) WEST FROM THE WEST CORNER
 AE2082'OF A STORM DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1867 ***********************************************************************
 JX1867  DESIGNATION -  WADESTOWN TV STATION WBOY TWR
 JX1867  PID         -  JX1867
 JX1867  STATE/COUNTY-  WV/MONONGALIA
 JX1867  USGS QUAD   -  MANNINGTON (1976)
 JX1867
 JX1867                         *CURRENT SURVEY CONTROL
 JX1867  ___________________________________________________________________
 JX1867* NAD 83(1995)-  39 37 23.26896(N)    080 18 12.48314(W)     ADJUSTED  
 JX1867* NAVD 88     -                                                        
 JX1867  ___________________________________________________________________
 JX1867  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 JX1867  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JX1867
 JX1867  HORZ ORDER  -  THIRD
 JX1867
 JX1867.The horizontal coordinates were established by classical geodetic methods
 JX1867.and adjusted by the National Geodetic Survey in April 1998..
 JX1867
 JX1867
 JX1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1867
 JX1867.The geoid height was determined by GEOID03.
 JX1867
 JX1867;                    North         East     Units Scale Factor Converg.
 JX1867;SPC WV N     -   124,995.242   531,018.116   MT  0.99994074   -0 30 44.7
 JX1867;UTM  17      - 4,386,161.472   559,781.646   MT  0.99964400   +0 26 39.2
 JX1867
 JX1867                          SUPERSEDED SURVEY CONTROL
 JX1867
 JX1867  NAD 83(1986)-  39 37 23.27191(N)    080 18 12.49095(W) AD(       ) 4
 JX1867  NAD 27      -  39 37 22.97800(N)    080 18 13.21200(W) AD(       ) 3
 JX1867
 JX1867.Superseded values are not recommended for survey control.
 JX1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1867.See file dsdata.txt to determine how the superseded data were derived.
 JX1867
 JX1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5978286161(NAD 83)
 JX1867_MARKER: 43 = RADIO/TV TOWER
 JX1867
 JX1867  HISTORY     - Date     Condition        Report By
 JX1867  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX1867
 JX1867                          STATION DESCRIPTION
 JX1867
 JX1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1867'THE STATION IS THE CENTER OF THE TOWER.  IT IS A GUYED THREE
 JX1867'LEGGED STEEL
 JX1867'STRUCTURE, PAINTED SILVER AND MOUNTED IN A BLOCK OF CEMENT.  IT HAS A
 JX1867'MICRO ANTENNA ON TOP AND ITS
 JX1867'OVERALL HEIGHT IS APPROXIMATELY 120 FEET.  IT IS LOCATED
 JX1867'ON TOP OF A HILL SOUTHEAST OF WADESTOWN, WEST
 JX1867'VIRGINIA AND IS OWNED AND OPERATED BY
 JX1867'W B O Y - T.V. STATION IN CLARKSBURG, WEST VIRGINIA.
 JX1867'
 JX1867'TO REACH FROM THE POST OFFICE IN WADESTOWN, GO EAST ON BRICK AND
 JX1867'BLACKTOPPED STREET,
 JX1867'PASSING TO THE RIGHT OF THE POST OFFICE, FOR 2.8 MILES TO A
 JX1867'T-INTERSECTION, TURN RIGHT AND
 JX1867'GO 2.3 MILES ON THE PAVED ROAD TO SUMMIT OF RIDGE AND CROSSROADS.
 JX1867'TURN RIGHT ONTO A DIRT ROAD AND
 JX1867'GO 1.3 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2943 ***********************************************************************
 HX2943  DESIGNATION -  WALKER
 HX2943  PID         -  HX2943
 HX2943  STATE/COUNTY-  WV/CLAY
 HX2943  USGS QUAD   -  STRANGE CREEK (1976)
 HX2943
 HX2943                         *CURRENT SURVEY CONTROL
 HX2943  ___________________________________________________________________
 HX2943* NAD 83(1995)-  38 30 29.59936(N)    080 59 28.82305(W)     ADJUSTED  
 HX2943* NAVD 88     -       455.5    (meters)    1494.     (feet)  VERTCON   
 HX2943  ___________________________________________________________________
 HX2943  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 HX2943  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HX2943
 HX2943  HORZ ORDER  -  THIRD
 HX2943
 HX2943.The horizontal coordinates were established by classical geodetic methods
 HX2943.and adjusted by the National Geodetic Survey in April 1998..
 HX2943
 HX2943.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2943
 HX2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2943
 HX2943.The geoid height was determined by GEOID03.
 HX2943
 HX2943;                    North         East     Units Scale Factor Converg.
 HX2943;SPC WV S     -   167,397.419   600,755.329   MT  0.99994160   +0 00 19.3
 HX2943;UTM  17      - 4,262,205.794   500,755.071   MT  0.99960001   +0 00 19.4
 HX2943
 HX2943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2943!SPC WV S     -   0.99993360  x   0.99994160  =   0.99987521
 HX2943!UTM  17      -   0.99993360  x   0.99960001  =   0.99953364
 HX2943
 HX2943|---------------------------------------------------------------------|
 HX2943| PID    Reference Object                     Distance      Geod. Az  |
 HX2943|                                                           dddmmss.s |
 HX2943| DC4935 WALKER RM 1                           6.250 METERS 11900     |
 HX2943| DC4936 WALKER RM 2                           7.027 METERS 29124     |
 HX2943| DC4934 WALKER AZ MK                                       3274115.3 |
 HX2943|---------------------------------------------------------------------|
 HX2943
 HX2943                          SUPERSEDED SURVEY CONTROL
 HX2943
 HX2943  NAD 83(1986)-  38 30 29.60677(N)    080 59 28.83218(W) AD(       ) 3
 HX2943  NAD 27      -  38 30 29.24870(N)    080 59 29.45020(W) AD(       ) 3
 HX2943  NGVD 29 (07/19/86)  455.7    (m)         1495.     (f) VERT ANG       
 HX2943
 HX2943.Superseded values are not recommended for survey control.
 HX2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2943.See file dsdata.txt to determine how the superseded data were derived.
 HX2943
 HX2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC0075562206(NAD 83)
 HX2943_MARKER: DS = TRIANGULATION STATION DISK
 HX2943_SETTING: 80 = SET IN A BOULDER
 HX2943_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HX2943
 HX2943  HISTORY     - Date     Condition        Report By
 HX2943  HISTORY     - 1961     MONUMENTED       CGS
 HX2943
 HX2943                          STATION DESCRIPTION
 HX2943
 HX2943'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2943'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF WIDEN, ABOUT 6
 HX2943'MILES NORTHEAST OF
 HX2943'CLAY AND ABOUT 3 MILES SOUTHEAST OF IVYDALE ON A SMALL ROCKY
 HX2943'AND WOODED HILL.  STATION IS 12
 HX2943'FEET NORTHEAST OF A CROOKED TREE WITH A
 HX2943'BLAZE ON THE NORTH SIDE AND ON THE HIGHEST POINT
 HX2943'OF THE HILL.  THE MARK
 HX2943'IS A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE IN A BOULDER AND
 HX2943'THE DISK IS STAMPED
 HX2943'WALKER 1961.
 HX2943'
 HX2943'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 16 IN
 HX2943'IVYDALE GO SOUTHWEST
 HX2943'ON STATE HIGHWAY 4 FOR 0.4 MILE TO A SIDE ROAD LEFT.
 HX2943'TURN LEFT, CROSSING BRIDGE OVER
 HX2943'THE ELK RIVER, AND GO 0.2 MILE TO CROSS
 HX2943'ROAD, AT POST OFFICE ON THE RIGHT.  TURN LEFT
 HX2943'ACROSS RAILROAD TRACKS AND
 HX2943'GO 0.05 MILE TO A T INTERSECTION.  TURN LEFT AND GO 0.05 MILE TO
 HX2943'A FORK.  TURN SHARP
 HX2943'RIGHT UPHILL AND GO 3.55 MILES TO THE JUNCTION OF STATE HIGHWAY
 HX2943'11.  TURN RIGHT AND GO 0.15
 HX2943'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HX2943'CONTINUE FOR 0.2 MILE TO DRIVEWAY ON LEFT.
 HX2943'TURN LEFT, PASSING THROUGH
 HX2943'GATE, AND GO 0.05 MILE TO HOUSE AND END OF TRUCK TRAVEL.  PACK
 HX2943'SOUTHEAST ABOUT 0.15
 HX2943'MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 HX2943'
 HX2943'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL.  THE MARK IS
 HX2943'A STANDARD DISK
 HX2943'CEMENTED FLUSH IN A DRILL HOLE IN A SANDSTONE BOULDER AND
 HX2943'THE DISK IS STAMPED WALKER NO 1
 HX2943'1961.
 HX2943'
 HX2943'REFERENCE MARK NO. 2 IS 6.5 FEET SOUTHWEST OF A TWIN TREE AND ON THE
 HX2943'WEST SLOPE OF THE
 HX2943'HILL.  THE MARK IS A STANDARD DISK CEMENTED FLUSH IN A
 HX2943'DRILL HOLE IN A LARGE FLAT TOPPED
 HX2943'SANDSTONE BOULDER AND THE DISK IS STAMPED
 HX2943'WALKER NO 2 1961.
 HX2943'
 HX2943'AZIMUTH MARK IS 34 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 HX2943'11, 23 FEET SOUTH
 HX2943'OF A LARGE OAK TREE AND 2 FEET SOUTHEAST OF A STEEL
 HX2943'WITNESS POST WITH METAL SIGN.  THE
 HX2943'MARK IS A STANDARD REFERENCE DISK SET
 HX2943'IN THE TOP OF A CONCRETE FILLED 3 INCH ORANGEBURG
 HX2943'PIPE WHICH PROJECTS
 HX2943'ABOUT 1 FOOT AND THE DISK IS STAMPED WALKER AZI 1961.
 HX2943'
 HX2943'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2128 ***********************************************************************
 JX2128  DESIGNATION -  WALKER
 JX2128  PID         -  JX2128
 JX2128  STATE/COUNTY-  WV/WOOD
 JX2128  USGS QUAD   -  PETROLEUM (1987)
 JX2128
 JX2128                         *CURRENT SURVEY CONTROL
 JX2128  ___________________________________________________________________
 JX2128* NAD 83(1995)-  39 11 36.06404(N)    081 19 57.07517(W)     ADJUSTED  
 JX2128* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 JX2128  ___________________________________________________________________
 JX2128  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 JX2128  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JX2128
 JX2128  HORZ ORDER  -  FIRST
 JX2128
 JX2128.The horizontal coordinates were established by classical geodetic methods
 JX2128.and adjusted by the National Geodetic Survey in April 1998..
 JX2128
 JX2128.The orthometric height was scaled from a topographic map.
 JX2128
 JX2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2128
 JX2128.The geoid height was determined by GEOID03.
 JX2128
 JX2128;                    North         East     Units Scale Factor Converg.
 JX2128;SPC WV N     -    78,588.182   441,704.131   MT  0.99996907   -1 10 07.4
 JX2128;UTM  17      - 4,338,285.978   471,284.931   MT  0.99961015   -0 12 36.5
 JX2128
 JX2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2128!SPC WV N     -   0.99995656  x   0.99996907  =   0.99992564
 JX2128!UTM  17      -   0.99995656  x   0.99961015  =   0.99956673
 JX2128
 JX2128|---------------------------------------------------------------------|
 JX2128| PID    Reference Object                     Distance      Geod. Az  |
 JX2128|                                                           dddmmss.s |
 JX2128| JX2129 SWEARINGER USGS 1944                  9.438 METERS 01028     |
 JX2128| CD2240 WALKER RM 1                          18.053 METERS 02003     |
 JX2128| CD2241 WALKER RM 2                          14.748 METERS 18952     |
 JX2128| CD2239 WALKER AZ MK                                       2274415.3 |
 JX2128|---------------------------------------------------------------------|
 JX2128
 JX2128                          SUPERSEDED SURVEY CONTROL
 JX2128
 JX2128  NAD 83(1986)-  39 11 36.06879(N)    081 19 57.08217(W) AD(       ) 1
 JX2128  NAD 27      -  39 11 35.79500(N)    081 19 57.65900(W) AD(       ) 1
 JX2128
 JX2128.Superseded values are not recommended for survey control.
 JX2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2128.See file dsdata.txt to determine how the superseded data were derived.
 JX2128
 JX2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7128538286(NAD 83)
 JX2128_MARKER: DS = TRIANGULATION STATION DISK
 JX2128_SETTING: 0 = UNSPECIFIED SETTING
 JX2128
 JX2128  HISTORY     - Date     Condition        Report By
 JX2128  HISTORY     - 1944     MONUMENTED       CGS
 JX2128
 JX2128                          STATION DESCRIPTION
 JX2128
 JX2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2128'STATION IS LOCATED
 JX2128'ABOUT 12 MILES ESE
 JX2128'OF PARKERSBURG, ABOUT 4 MILES SW OF VOLCANO,
 JX2128'2-1/2 MILES E OF WALKER, ON A
 JX2128'PROMINENT BARE HILL OWNED BY A.D.
 JX2128'IRELAND.  IT IS 30 FEET S OF A TRIANGULAR BLAZE
 JX2128'ON A 15-INCH PINE
 JX2128'TREE.  THE DISK IS STAMPED WALKER 1944.
 JX2128'
 JX2128'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 JX2128'BRONZE DISKS SET
 JX2128'IN CONCRETE.
 JX2128'
 JX2128'REFERENCE MARK 1 IS 31 FEET NE OF A TRIANGULAR BLAZE ON 15-INCH
 JX2128'PINE TREE.  IT IS
 JX2128'STAMPED WALKER NO 1 1944.
 JX2128'
 JX2128'REFERENCE MARK 2 IS STAMPED WALKER NO 2 1944.
 JX2128'
 JX2128'AZIMUTH MARK IS ON THE NW SIDE OF WALKER ROAD.  THE LAND IS
 JX2128'OWNED BY M.
 JX2128'STOTLAR.  MARK IS 10.5 FEET E OF THE NE CORNER OF THE
 JX2128'HOUSE, 42 FEET NNW OF THE
 JX2128'CENTER LINE OF ROAD, AND IS STAMPED
 JX2128'WALKER 1944.
 JX2128'
 JX2128'STATION SWEARINGER (U.S.G.S.) IS 30.97 FEET N OF THE STATION
 JX2128'AND 11 FEET SE OF
 JX2128'TRIANGULAR BLAZE ON 15-INCH TREE.  THE
 JX2128'DISK IS NOT STAMPED.
 JX2128'
 JX2128'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 JX2128'AND STATE HIGHWAY
 JX2128'47 IN PARKERSBURG, GO SE ON HIGHWAY 47 FOR 10
 JX2128'MILES TO BRIDGE OVER WALKER CREEK,
 JX2128'CONTINUE STRAIGHT AHEAD FOR
 JX2128'0.2 MILE TO A GRAVEL FORK LEFT (WALKER ROAD), TURN
 JX2128'LEFT AND
 JX2128'FOLLOW MAIN ROAD 3.05 MILES TO THE RAILROAD TRACKS, CROSS TRACKS
 JX2128'AND CONTINUE 1.1
 JX2128'MILES TO WALKER RAILROAD STATION, CONTINUE
 JX2128'STRAIGHT AHEAD ON MAIN ROAD 1.6
 JX2128'MILES TO MR. STOTLARS FARMHOUSE
 JX2128'ON THE LEFT AND AZIMUTH MARK, CONTINUE STRAIGHT
 JX2128'AHEAD FOR 0.35
 JX2128'MILE TO A DIM DIRT ROAD LEFT AND END OF TRUCK TRAVEL.  FROM HERE
 JX2128'GO NE ABOUT 0.2
 JX2128'MILE TO TOP OF RIDGE AND STATION.
 JX2128'
 JX2128'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1934 ***********************************************************************
 JX1934  DESIGNATION -  WALLACE MICROWAVE TOWER
 JX1934  PID         -  JX1934
 JX1934  STATE/COUNTY-  WV/DODDRIDGE
 JX1934  USGS QUAD   -  FOLSOM (1976)
 JX1934
 JX1934                         *CURRENT SURVEY CONTROL
 JX1934  ___________________________________________________________________
 JX1934* NAD 83(1995)-  39 23 12.57994(N)    080 32 16.45436(W)     ADJUSTED  
 JX1934* NAVD 88     -                                                        
 JX1934  ___________________________________________________________________
 JX1934  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 JX1934  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JX1934
 JX1934  HORZ ORDER  -  THIRD
 JX1934
 JX1934.The horizontal coordinates were established by classical geodetic methods
 JX1934.and adjusted by the National Geodetic Survey in April 1998..
 JX1934
 JX1934
 JX1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1934
 JX1934.The geoid height was determined by GEOID03.
 JX1934
 JX1934;                    North         East     Units Scale Factor Converg.
 JX1934;SPC WV N     -    98,969.227   510,588.238   MT  0.99994941   -0 39 43.0
 JX1934;UTM  17      - 4,359,806.535   539,794.999   MT  0.99961950   +0 17 35.6
 JX1934
 JX1934                          SUPERSEDED SURVEY CONTROL
 JX1934
 JX1934  NAD 83(1986)-  39 23 12.58441(N)    080 32 16.46303(W) AD(       ) 4
 JX1934  NAD 27      -  39 23 12.25800(N)    080 32 17.11300(W) AD(       ) 3
 JX1934
 JX1934.Superseded values are not recommended for survey control.
 JX1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1934.See file dsdata.txt to determine how the superseded data were derived.
 JX1934
 JX1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND3979559807(NAD 83)
 JX1934_MARKER: 45 = MICROWAVE TOWER
 JX1934
 JX1934  HISTORY     - Date     Condition        Report By
 JX1934  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX1934
 JX1934                          STATION DESCRIPTION
 JX1934
 JX1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1934'THE STATION IS THE CENTER AT THE TOP OF THE TOWER.  IT IS
 JX1934'A STEEL STRUCTURE
 JX1934'WITH A MICRO ANTENNA AT THE TOP.  IT IS PAINTED IN ALTERNATE SECTIONS
 JX1934'OF INTERNATIONAL ORANGE AND WHITE
 JX1934'AND THE OVERALL HEIGHT IF APPROXIMATELY 200 FEET.
 JX1934'
 JX1934'IT IS LOCATED ON THE HIGHEST POINT OF A HILL, ABOUT 3.0 MILES
 JX1934'SOUTHWEST OF WALLACE,
 JX1934'4.5 MILES EAST OF CENTERPOINT AND 8-1/2 MILES SOUTH-SOUTHEAST OF THE
 JX1934'VILLAGE OF SMITHFIELD.  THE TOWER
 JX1934'IS OWNED AND OPERATED BY THE MANUFACTURERS HEAT AND LIGHT CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3427 ***********************************************************************
 HW3427  DESIGNATION -  WATERFALL
 HW3427  PID         -  HW3427
 HW3427  STATE/COUNTY-  WV/GRANT
 HW3427  USGS QUAD   -  PETERSBURG EAST (1981)
 HW3427
 HW3427                         *CURRENT SURVEY CONTROL
 HW3427  ___________________________________________________________________
 HW3427* NAD 83(1995)-  38 52 54.77484(N)    079 07 03.51696(W)     ADJUSTED  
 HW3427* NAVD 88     -       414.0    (meters)    1358.     (feet)  VERTCON   
 HW3427  ___________________________________________________________________
 HW3427  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 HW3427  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HW3427
 HW3427  HORZ ORDER  -  THIRD
 HW3427
 HW3427.The horizontal coordinates were established by classical geodetic methods
 HW3427.and adjusted by the National Geodetic Survey in April 1998..
 HW3427
 HW3427.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3427
 HW3427.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3427
 HW3427.The geoid height was determined by GEOID03.
 HW3427
 HW3427;                    North         East     Units Scale Factor Converg.
 HW3427;SPC WV N     -    42,466.320   633,177.870   MT  1.00002443   +0 14 37.9
 HW3427;SPC WV S     -   210,534.442   763,321.252   MT  0.99999969   +1 09 49.2
 HW3427;UTM  17      - 4,305,352.922   663,273.492   MT  0.99992827   +1 10 54.7
 HW3427
 HW3427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3427!SPC WV N     -   0.99994004  x   1.00002443  =   0.99996446
 HW3427!SPC WV S     -   0.99994004  x   0.99999969  =   0.99993973
 HW3427!UTM  17      -   0.99994004  x   0.99992827  =   0.99986831
 HW3427
 HW3427|---------------------------------------------------------------------|
 HW3427| PID    Reference Object                     Distance      Geod. Az  |
 HW3427|                                                           dddmmss.s |
 HW3427| DC4949 WATERFALL RM 1                       30.297 METERS 02509     |
 HW3427| DC4950 WATERFALL RM 2                        6.498 METERS 18727     |
 HW3427| DC4948 WATERFALL AZ MK                                    3471205.0 |
 HW3427|---------------------------------------------------------------------|
 HW3427
 HW3427                          SUPERSEDED SURVEY CONTROL
 HW3427
 HW3427  NAD 83(1995)-  38 52 54.77880(N)    079 07 03.52728(W) AD(       ) 3
 HW3427  NAD 83(1986)-  38 52 54.78020(N)    079 07 03.52762(W) AD(       ) 3
 HW3427  NAD 27      -  38 52 54.37920(N)    079 07 04.40190(W) AD(       ) 3
 HW3427  NGVD 29 (07/19/86)  414.1    (m)         1359.     (f) VERT ANG       
 HW3427
 HW3427.Superseded values are not recommended for survey control.
 HW3427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3427.See file dsdata.txt to determine how the superseded data were derived.
 HW3427
 HW3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD6327305353(NAD 83)
 HW3427_MARKER: DS = TRIANGULATION STATION DISK
 HW3427_SETTING: 80 = SET IN A BOULDER
 HW3427_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3427
 HW3427  HISTORY     - Date     Condition        Report By
 HW3427  HISTORY     - 1956     MONUMENTED       CGS
 HW3427
 HW3427                          STATION DESCRIPTION
 HW3427
 HW3427'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3427'THE STATION IS LOCATED, AIRLINE, ABOUT 8 MILES SOUTH OF PETERSBURG, 1
 HW3427'MILE SOUTH OF THE U.S. POST
 HW3427'OFFICE IN ROUGH RUN, 1 MILE EAST OF SOUTH MILL CREEK, ON THE WEST
 HW3427'SIDE OF THE ROAD LEADING ON TO
 HW3427'SOUTH FORK MOUNTAIN AND NEAR THE POINT WHERE WATERFALL
 HW3427'RUN EMERGES FROM THE MOUNTAIN.  IT IS LOCATED
 HW3427'NEAR THE HIGHEST POINT OF A SMALL
 HW3427'PASTURE WHICH HAS SEVERAL OUTCROPPING BOULDERS IN IT.
 HW3427'
 HW3427'THE STATION MARK IS A STANDARD DISK STAMPED WATERFALL 1956 SET IN A
 HW3427'DRILL HOLE IN A LARGE
 HW3427'BOULDER THAT PROJECTS 8 INCHES ABOVE THE GROUND.  THE MARK IS 25 FEET
 HW3427'WEST OF THE CENTERLINE OF A DIRT
 HW3427'ROAD AND IT IS 13 FEET WEST SOUTHWEST OF A WHITE WITNESS
 HW3427'POST THAT IS SET IN A FENCE LINE.
 HW3427'
 HW3427'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WATERFALL NO 1
 HW3427'1956 SET IN A DRILL HOLE
 HW3427'IN A 6 FOOT SQUARE PROTRUSION OF BEDROCK THAT PROJECTS 5 FEET ABOVE
 HW3427'THE GROUND.  THE MARK IS 37 FEET
 HW3427'WEST OF THE CENTERLINE OF THE DIRT ROAD, 24 FEET
 HW3427'WEST OF A NORTH-SOUTH FENCE LINE AND IT IS ABOUT 3
 HW3427'FEET HIGHER THAN THE STATION.
 HW3427'
 HW3427'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WATERFALL NO 2
 HW3427'1956 SET IN A DRILL HOLE
 HW3427'IN A LARGE BOULDER THAT PROJECTS 10 INCHES ABOVE THE GROUND.  THE
 HW3427'MARK IS 14 FEET WEST OF THE
 HW3427'CENTERLINE OF THE DIRT ROAD, 1 FOOT WEST OF THE NORTH-SOUTH
 HW3427'FENCE LINE AND IT IS ABOUT 1 FOOT ABOVE THE STATION LEVEL.
 HW3427'
 HW3427'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WATERFALL 1956 SET IN A
 HW3427'DRILL HOLE IN A LARGE
 HW3427'CIRCULAR SHAPED BOULDER THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE
 HW3427'MARK IS 76 FEET SOUTH OF THE
 HW3427'CENTERLINE OF AN EAST-WEST DIRT ROAD AND 43 FEET NORTH NORTHWEST
 HW3427'OF A FENCE CORNER.
 HW3427'
 HW3427'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PETERSBURG GO WEST
 HW3427'ON VIRGINIA AVENUE FOR 0.05
 HW3427'MILE TO THE JUNCTION OF U.S. HIGHWAY 220 AND STATE HIGHWAYS 28 AND 4.
 HW3427'TURN LEFT, SOUTH, ON U.S. HIGHWAY
 HW3427'220 AND GO 0.65 MILE TO A PAVED ROAD FORK ON THE
 HW3427'LEFT AS PER SIGN SPRING RUN TROUT HATCHERY 6.  TURN
 HW3427'LEFT AND GO EAST AND SOUTH
 HW3427'ON THE MAIN ROAD FOR 4.15 MILES TO A SCHOOL ON THE LEFT AND A ROAD
 HW3427'FORK.  TAKE THE RIGHT FORK AND
 HW3427'CONTINUE SOUTH FOR 3.2 MILES TO THE ROUGH RUN U.S. POST OFFICE ON
 HW3427'THE LEFT.  CONTINUE STRAIGHT
 HW3427'AHEAD SOUTH FOR 0.2 MILE TO A FORK.  TAKE THE LEFT
 HW3427'FORK AND CONTINUE SOUTHERLY FOR 0.6 MILE TO A
 HW3427'SIDE ROAD RIGHT JUST AFTER CROSSING A
 HW3427'SMALL WOODEN BRIDGE.  TURN RIGHT AND GO WESTERLY FOR 0.05 MILE
 HW3427'TO THE AZIMUTH MARK ON THE LEFT
 HW3427'AS DESCRIBED.  CONTINUE STRAIGHT AHEAD, SOUTH, FROM THE SMALL WOODEN
 HW3427'BRIDGE AND GO 0.25 MILE TO THE
 HW3427'TOP OF A SMALL RISE ON THE STATION ON THE RIGHT AS
 HW3427'
 HW3427'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2883 ***********************************************************************
 HX2883  DESIGNATION -  WATOGA
 HX2883  PID         -  HX2883
 HX2883  STATE/COUNTY-  WV/POCAHONTAS
 HX2883  USGS QUAD   -  MARLINTON (1995)
 HX2883
 HX2883                         *CURRENT SURVEY CONTROL
 HX2883  ___________________________________________________________________
 HX2883* NAD 83(1995)-  38 07 31.35666(N)    080 06 58.54518(W)     ADJUSTED  
 HX2883* NAVD 88     -       998.5    (meters)    3276.     (feet)  VERTCON   
 HX2883  ___________________________________________________________________
 HX2883  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 HX2883  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HX2883
 HX2883  HORZ ORDER  -  THIRD
 HX2883
 HX2883.The horizontal coordinates were established by classical geodetic methods
 HX2883.and adjusted by the National Geodetic Survey in April 1998..
 HX2883
 HX2883.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2883
 HX2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2883
 HX2883.The geoid height was determined by GEOID03.
 HX2883
 HX2883;                    North         East     Units Scale Factor Converg.
 HX2883;SPC WV S     -   125,272.985   677,481.606   MT  0.99992621   +0 32 46.8
 HX2883;UTM  17      - 4,220,094.810   577,458.241   MT  0.99967389   +0 32 44.3
 HX2883
 HX2883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2883!SPC WV S     -   0.99984821  x   0.99992621  =   0.99977443
 HX2883!UTM  17      -   0.99984821  x   0.99967389  =   0.99952215
 HX2883
 HX2883|---------------------------------------------------------------------|
 HX2883| PID    Reference Object                     Distance      Geod. Az  |
 HX2883|                                                           dddmmss.s |
 HX2883| DC4951 WATOGA RM 1                          18.095 METERS 02138     |
 HX2883| DC4952 WATOGA RM 2                          20.116 METERS 12231     |
 HX2883| HX2875 STONY                               APPROX.14.0 KM 3561310.0 |
 HX2883|---------------------------------------------------------------------|
 HX2883
 HX2883                          SUPERSEDED SURVEY CONTROL
 HX2883
 HX2883  NAD 83(1995)-  38 07 31.35581(N)    080 06 58.55672(W) AD(       ) 3
 HX2883  NAD 83(1986)-  38 07 31.35974(N)    080 06 58.55648(W) AD(       ) 3
 HX2883  NAD 27      -  38 07 30.91890(N)    080 06 59.32280(W) AD(       ) 3
 HX2883  NGVD 29 (07/19/86)  998.6    (m)         3276.     (f) VERT ANG       
 HX2883
 HX2883.Superseded values are not recommended for survey control.
 HX2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2883.See file dsdata.txt to determine how the superseded data were derived.
 HX2883
 HX2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7745820095(NAD 83)
 HX2883_MARKER: DS = TRIANGULATION STATION DISK
 HX2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2883
 HX2883  HISTORY     - Date     Condition        Report By
 HX2883  HISTORY     - 1957     MONUMENTED       CGS
 HX2883
 HX2883                          STATION DESCRIPTION
 HX2883
 HX2883'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HX2883'THE STATION IS ABOUT 7 MILES SOUTH OF MARLINGTON AND 7 MILES
 HX2883'SOUTHWEST OF
 HX2883'HUNTERSVILLE, ON THE SUMMIT OF A WOODED HILL IN THE NORTH EDGE OF THE
 HX2883'WATOGA STATE PARK, AND IS ON
 HX2883'PROPERTY OF THE WATOGA STATE PARK.
 HX2883'
 HX2883'TO REACH FROM THE POST OFFICE IN HUNTERSVILLE, GO WEST ON STTE
 HX2883'HIGHWAY 39 FOR 0.1 MILE TO
 HX2883'CROSSROADS.  TURN LEFT AND GO SOUTH-SOUTHWEST ON THE BLACK TOP ROAD
 HX2883'FOR 6.7 MILES TO A SIDE ROAD ON
 HX2883'THE LEFT, AT A CHRUCH ON THE LEFT AND A SCHOOL ON THE RIGHT.
 HX2883'KEEP STRAIGHT AHEAD, GO 0.65 MILE TO A
 HX2883'SIDE ROAD ON THE RIGHT.  TURN RIGHT, GO WEST ON
 HX2883'A GRAVELED ROAD FOR 0.75 MILE TO A SIDE ROAD ON THE LEFT.
 HX2883'KEEP STRAIGHT AHEAD, GO 1.35 MILES
 HX2883'TO A ROAD FORK.  KEEP LEFT FORK, LEAVING MAIN ROAD, AND GO SOUTHERLY
 HX2883'ON A TRACK ROAD WHICH RUNS ALONG
 HX2883'TOP OF RIDGE AND PASSING THROUGH SERVERAL GATES, FOR 1.0 MILE TO
 HX2883'SUMMIT OF HILL AND THE STATION ON THE LEFT.
 HX2883'LEFT.
 HX2883'
 HX2883'STATION MARKS ARE STANDARD DISKS STAMPED WATBA 1957.  THE SURFACE
 HX2883'DISK IS SET IN A SQUARE
 HX2883'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 65 FEET SOUTH OF THE
 HX2883'CENTER OF ROAD AND 15 FEET WEST OF
 HX2883'TRIANGULAR BLAZE ON A TWIN-TRUNKED TREE.  A STANDARD
 HX2883'WITNESS POST WAS SET 5 FEET WEST OF THE MARK.
 HX2883'THE UNDERGROUND DISK IS SET IN AN
 HX2883'IRREGULAR MASS OF CONCRETE 22 INCHES BELOW THE SURFACE OF THE
 HX2883'GROUND.
 HX2883'
 HX2883'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WATOGA NO 1 1957, IS
 HX2883'SET IN A SQUARE CONCRETE
 HX2883'POST WHICH PROJECTS 3 INCHES.  IT IS 70 FEET EAST OF A FENCE CORNER
 HX2883'AND 9 FEET SOUTH OF THE CENTER OF
 HX2883'ROAD.
 HX2883'
 HX2883'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WATOGA NO 2 1957, IS
 HX2883'SET IN A SQUARE CONCRETE
 HX2883'POST WHICH PROJECTS 2 INCHES.  IT IS 100 FEET SOUTH OF THE CENTER OF
 HX2883'ROAD AND 53 FEET EAST-SOUTHEAST OF
 HX2883'A TRIANGULAR BLAZE ON A TWIN-TRUNKED TREE.
 HX2883'
 HX2883'NO AZIMUTH MARK WAS SET.
 HX2883'
 HX2883'HEIGHT OF LIGHT ABOVE STATION MARK 28.23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1893 ***********************************************************************
 JX1893  DESIGNATION -  WATSON
 JX1893  PID         -  JX1893
 JX1893  STATE/COUNTY-  WV/MARION
 JX1893  USGS QUAD   -  FAIRMONT WEST (1976)
 JX1893
 JX1893                         *CURRENT SURVEY CONTROL
 JX1893  ___________________________________________________________________
 JX1893* NAD 83(1995)-  39 28 16.77622(N)    080 10 35.79495(W)     ADJUSTED  
 JX1893* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 JX1893  ___________________________________________________________________
 JX1893  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 JX1893  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JX1893
 JX1893  HORZ ORDER  -  SECOND
 JX1893
 JX1893.The horizontal coordinates were established by classical geodetic methods
 JX1893.and adjusted by the National Geodetic Survey in April 1998..
 JX1893
 JX1893.The orthometric height was scaled from a topographic map.
 JX1893
 JX1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1893
 JX1893.The geoid height was determined by GEOID03.
 JX1893
 JX1893;                    North         East     Units Scale Factor Converg.
 JX1893;SPC WV N     -   108,052.848   541,782.370   MT  0.99994437   -0 25 53.5
 JX1893;UTM  17      - 4,369,405.854   570,823.838   MT  0.99966176   +0 31 24.4
 JX1893
 JX1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1893!SPC WV N     -   0.99995996  x   0.99994437  =   0.99990433
 JX1893!UTM  17      -   0.99995996  x   0.99966176  =   0.99962173
 JX1893
 JX1893|---------------------------------------------------------------------|
 JX1893| PID    Reference Object                     Distance      Geod. Az  |
 JX1893|                                                           dddmmss.s |
 JX1893| JX1888 2 WVGS 1941                         320.222 METERS 05859     |
 JX1893| CX4784 WATSON RM 2                          11.258 METERS 07220     |
 JX1893| JX1892 1 WVGS 1941                          33.643 METERS 29223     |
 JX1893| JX1900 GASTON RESET                        APPROX. 1.7 KM 3295205.3 |
 JX1893| CX4783 WATSON RM 1                          16.166 METERS 34909     |
 JX1893|---------------------------------------------------------------------|
 JX1893
 JX1893                          SUPERSEDED SURVEY CONTROL
 JX1893
 JX1893  NAD 83(1986)-  39 28 16.77964(N)    080 10 35.80328(W) AD(       ) 2
 JX1893  NAD 27      -  39 28 16.47490(N)    080 10 36.50720(W) AD(       ) 2
 JX1893
 JX1893.Superseded values are not recommended for survey control.
 JX1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1893.See file dsdata.txt to determine how the superseded data were derived.
 JX1893
 JX1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND7082469406(NAD 83)
 JX1893_MARKER: DS = TRIANGULATION STATION DISK
 JX1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1893
 JX1893  HISTORY     - Date     Condition        Report By
 JX1893  HISTORY     - 1941     MONUMENTED       CGS
 JX1893  HISTORY     - 1951     GOOD             LOCSUR
 JX1893
 JX1893                          STATION DESCRIPTION
 JX1893
 JX1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1893'STATION IS LOCATED ABOUT 2.1 MILES BY ROAD W BY S OF THE BUSINESS
 JX1893'DISTRICT OF FAIRMONT.  IT IS IN THE
 JX1893'LAWN OF THE MOST WESTERLY OF TWO SMALL HOUSES
 JX1893'ON THE S SIDE OF THE TROLLEY
 JX1893'TRACKS ABOUT 0.15 MILE WESTERLY OF
 JX1893'THE INTERSECTION OF U.S. HIGHWAY 19 AND COUNTRY
 JX1893'CLUB ROAD, 33
 JX1893'FEET S OF THE TROLLEY TRACKS.  MARK IS STAMPED WATSON 1941, AND
 JX1893'IS FLUSH WITH
 JX1893'THE GROUND.
 JX1893'
 JX1893'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 JX1893'SET IN CONCRETE.
 JX1893'
 JX1893'REFERENCE MARK NO. 1 IS ON THE EMBANKMENT BETWEEN THE TROLLEY
 JX1893'TRACKS AND U.S.
 JX1893'HIGHWAY 19, PROJECTING 8 INCHES AND IS STAMPED
 JX1893'WATSON NO. 1 1941.
 JX1893'
 JX1893'REFERENCE MARK NO. 2 IS ALONG THE W SIDE OF AND AT THE N END
 JX1893'OF THE CONCRETE
 JX1893'SIDEWALK THAT LEADS TO THE MOST WESTERLY OF THE 2
 JX1893'HOUSES, FLUSH WITH THE GROUND AND
 JX1893'IS STAMPED WATSON NO. 2 1941.
 JX1893'
 JX1893'A TRAVERSE CONNECTION WAS MADE TO STATION C.W.A. 1.  IT IS
 JX1893'ON THE EMBANKMENT
 JX1893'BETWEEN THE TROLLEY TRACK AND U.S. HIGHWAY 19.
 JX1893'IT IS A STANDARD STATE SURVEY
 JX1893'TRAVERSE DISK, NOT STAMPED, SET IN
 JX1893'A 6-INCH SQUARE LIMESTONE POST SET FLUSH WITH
 JX1893'THE GROUND.
 JX1893'
 JX1893'A DIRECTION WAS MEASURED TO STATION C.W.A. 2.  IT IS ABOUT
 JX1893'0.15 MILE NE OF
 JX1893'THE STATION IN THE NE CORNER OF THE INTERSECTION
 JX1893'OF U.S. HIGHWAY 19 AND COUNTRY
 JX1893'CLUB ROAD, 1 FOOT FROM THE SW CORNER
 JX1893'OF THE AHERN ADVERTISING CORPORATION BUILDING.
 JX1893'IT IS A STANDARD
 JX1893'STATE SURVEY TRAVERSE DISK, NOT STAMPED, SET IN A 6-INCH SQUARE
 JX1893'LIMESTONE POST
 JX1893'SET FLUSH WITH THE GROUND.
 JX1893'
 JX1893'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 JX1893'19 AND 250 IN
 JX1893'FAIRMONT, GO W ON HIGHWAY 19 FOR 1.95 MILES TO THE
 JX1893'INTERSECTION WITH COUNTRY CLUB
 JX1893'ROAD AND STATION C.W.A. 2 ON THE
 JX1893'RIGHT.  CONTINUE ON HIGHWAY 19 FOR 0.15 MILE TO A
 JX1893'TURN RIGHT IN
 JX1893'THE ROAD AND THE STATION ON THE LEFT AS DESCRIBED.
 JX1893
 JX1893                          STATION RECOVERY (1951)
 JX1893
 JX1893'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1951 (APE)
 JX1893'LETTER OF MR. A. PHILIP ERWIN, C.R. NO. 15, FAIRMONT, WEST VA.,
 JX1893'DATED OCT. 15, 1951-
 JX1893'
 JX1893'REFERENCE MARK NO. 1 WAS DESTROYED DUE TO CONSTRUCTION.
 JX1893'
 JX1893'REFERENCE MARK DISK STAMPED WATSON NO. 1 1941 RECEIVED AT THIS
 JX1893'OFFICE 10/29/51.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2914 ***********************************************************************
 HX2914  DESIGNATION -  WATTSVILLE
 HX2914  PID         -  HX2914
 HX2914  STATE/COUNTY-  WV/CLAY
 HX2914  USGS QUAD   -  WIDEN (1976)
 HX2914
 HX2914                         *CURRENT SURVEY CONTROL
 HX2914  ___________________________________________________________________
 HX2914* NAD 83(1995)-  38 29 58.23694(N)    080 51 40.33170(W)     ADJUSTED  
 HX2914* NAVD 88     -       535.9    (meters)    1758.     (feet)  VERTCON   
 HX2914  ___________________________________________________________________
 HX2914  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 HX2914  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HX2914
 HX2914  HORZ ORDER  -  THIRD
 HX2914
 HX2914.The horizontal coordinates were established by classical geodetic methods
 HX2914.and adjusted by the National Geodetic Survey in April 1998..
 HX2914
 HX2914.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2914
 HX2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2914
 HX2914.The geoid height was determined by GEOID03.
 HX2914
 HX2914;                    North         East     Units Scale Factor Converg.
 HX2914;SPC WV S     -   166,439.446   612,106.985   MT  0.99994075   +0 05 08.9
 HX2914;UTM  17      - 4,261,248.210   512,102.866   MT  0.99960180   +0 05 11.0
 HX2914
 HX2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2914!SPC WV S     -   0.99992094  x   0.99994075  =   0.99986169
 HX2914!UTM  17      -   0.99992094  x   0.99960180  =   0.99952277
 HX2914
 HX2914:                Primary Azimuth Mark                     Grid Az
 HX2914:SPC WV S     -  WATTSVILLE AZ MK                         164 28 17.9
 HX2914:UTM  17      -  WATTSVILLE AZ MK                         164 28 15.8
 HX2914
 HX2914|---------------------------------------------------------------------|
 HX2914| PID    Reference Object                     Distance      Geod. Az  |
 HX2914|                                                           dddmmss.s |
 HX2914| DC4955 WATTSVILLE AZ MK                                   1643326.8 |
 HX2914| DC4956 WATTSVILLE RM 1                      10.960 METERS 17010     |
 HX2914| DC4957 WATTSVILLE RM 2                      11.908 METERS 28159     |
 HX2914|---------------------------------------------------------------------|
 HX2914
 HX2914                          SUPERSEDED SURVEY CONTROL
 HX2914
 HX2914  NAD 83(1986)-  38 29 58.24424(N)    080 51 40.34174(W) AD(       ) 3
 HX2914  NAD 27      -  38 29 57.87580(N)    080 51 40.97620(W) AD(       ) 3
 HX2914  NGVD 29 (07/19/86)  536.1    (m)         1759.     (f) VERT ANG       
 HX2914
 HX2914.Superseded values are not recommended for survey control.
 HX2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2914.See file dsdata.txt to determine how the superseded data were derived.
 HX2914
 HX2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC1210361248(NAD 83)
 HX2914_MARKER: DS = TRIANGULATION STATION DISK
 HX2914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2914
 HX2914  HISTORY     - Date     Condition        Report By
 HX2914  HISTORY     - 1961     MONUMENTED       CGS
 HX2914  HISTORY     - 1977     GOOD             THOMAS
 HX2914
 HX2914                          STATION DESCRIPTION
 HX2914
 HX2914'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2914'STATION IS LOCATED ON THE SUMMIT OF A GRASS COVERED HILL ABOUT 6
 HX2914'MILES WEST OF BIRCH
 HX2914'RIVER, ABOUT 5 MILES SOUTHEAST OF HARRISON AND ON PROPERTY
 HX2914'OWNED BY MR. RAY HARDWAY.
 HX2914'STATION IS MARKED BY A STANDARD DISK SET IN THE
 HX2914'TOP OF A 12 X 12 INCH CONCRETE MONUMENT THAT
 HX2914'IS FLUSH WITH THE GROUND AND IS
 HX2914'STAMPED WATTSVILLE 1961.  IT IS 15 FEET EAST OF FENCELINE AND 4
 HX2914'FEET SOUTH OF A STEEL
 HX2914'WITNESS POST WITH METAL SIGN.
 HX2914'
 HX2914'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND A
 HX2914'NARROW BLACKTOP
 HX2914'ROAD ABOUT 50 YARDS SOUTH OF THE POST OFFICE IN BIRCH RIVER, GO
 HX2914'WEST ON THE BLACKTOP ROAD
 HX2914'FOR 3.35 MILES TO FORKS.  TAKE LEFT FORK AND GO
 HX2914'3.9 MILES TO FORKS AT DILLIE.  TAKE RIGHT
 HX2914'FORK AND GO 2.6 MILES TO CROSSROADS.
 HX2914'TURN RIGHT AND GO 1.6 MILES TO HARDWAY RESIDENCE ON RIGHT
 HX2914'AND END OF
 HX2914'TRUCK TRAVEL.  A 4-WHEEL DRIVE VEHICLE MAY BE DRIVEN TO THE STATION
 HX2914'BY PASSING TO THE EAST
 HX2914'OF THE HOUSE AND GOING TO THE TOP OF THE HILL AND THE
 HX2914'STATION AS DESCRIBED.
 HX2914'
 HX2914'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A 12 X 12
 HX2914'INCH CONCRETE
 HX2914'MONUMENT THAT IS FLUSH WITH THE GROUND AND STAMPED WATTSVILLE NO
 HX2914'1 1961, IS 33 FEET
 HX2914'SOUTHEAST OF A STEEL WITNESS POST WITH METAL SIGN AND
 HX2914'1.0 FOOT EAST OF FENCELINE.
 HX2914'
 HX2914'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A 12 X 12
 HX2914'INCH CONCRETE
 HX2914'MONUMENT THAT IS FLUSH WITH THE GROUND AND STAMPED WATTSVILLE NO
 HX2914'2 1961, IS 40 FEET
 HX2914'NORTHWEST OF A STEEL WITNESS POST WITH METAL SIGN AND
 HX2914'9-1/2 FEET WEST OF FENCELINE.
 HX2914'
 HX2914'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A 12 X 12 INCH
 HX2914'CONCRETE MONUMENT
 HX2914'THAT PROJECTS 4 INCHES AND STAMPED WATTSVILLE 1961, IS 2.2 FEET
 HX2914'NORTHWEST OF A STEEL
 HX2914'WITNESS POST WITH METAL SIGN AND 16-1/2 FEET SOUTH OF
 HX2914'THE APPROXIMATE CENTER OF A DIRT ROAD.
 HX2914'
 HX2914'TO REACH THE AZIMUTH MARK FROM THE HARDWAY RESIDENCE GO WEST ON PAVED
 HX2914'ROAD FOR 0.2 MILE
 HX2914'TO A DIRT ROAD LEFT.  TURN LEFT AND FOLLOW DIRT ROAD FOR
 HX2914'0.2 MILE TO TRIANGLE FORMED BY
 HX2914'DRIVEWAY ON RIGHT AND AZIMUTH MARK AS DESCRIBED.
 HX2914'
 HX2914'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HX2914
 HX2914                          STATION RECOVERY (1977)
 HX2914
 HX2914'RECOVERY NOTE BY THOMAS ENG AND SURV 1977 (HBW)
 HX2914'WATTSVILLE 1961 RECOVERED UNDISTURBED.
 HX2914'
 HX2914'WATTSVILLE NO 1 1961 RECOVERED UNDISTURBED.
 HX2914'
 HX2914'(AZ MK) WATTSVILLE 1961 RECOVERED UNDISTURBED.
 HX2914'
 HX2914'OWNER - BOB HARDWAY - NO DESCRIPTION AT HAND WHEN SEARCH WAS MADE.
 HX2914'MARKS FOUND BY INSPECTION.  RM 2 IS NO DOUBT IN PLACE.  NO FENCES
 HX2914'ARE PRESENTLY ON THE KNOB AND NO REFERENCE POSTS ARE IN EVIDENCE AT
 HX2914'THE STATION.  REFERENCE POST IS IN PLACE AT AZ MK.
 HX2914'
 HX2914'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SE OF HARRISON
 HX2914'P.O.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2271 ***********************************************************************
 HY2271  DESIGNATION -  WAYNE
 HY2271  PID         -  HY2271
 HY2271  STATE/COUNTY-  WV/WAYNE
 HY2271  USGS QUAD   -  WAYNE (1987)
 HY2271
 HY2271                         *CURRENT SURVEY CONTROL
 HY2271  ___________________________________________________________________
 HY2271* NAD 83(1995)-  38 11 17.10866(N)    082 27 06.32024(W)     ADJUSTED  
 HY2271* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 HY2271  ___________________________________________________________________
 HY2271  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 HY2271  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HY2271
 HY2271  HORZ ORDER  -  SECOND
 HY2271
 HY2271.The horizontal coordinates were established by classical geodetic methods
 HY2271.and adjusted by the National Geodetic Survey in April 1998..
 HY2271
 HY2271.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2271
 HY2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2271
 HY2271.The geoid height was determined by GEOID03.
 HY2271
 HY2271;                    North         East     Units Scale Factor Converg.
 HY2271;SPC WV S     -   132,859.724   472,829.743   MT  0.99992568   -0 53 50.9
 HY2271;SPC KY1Z     - 1,210,951.518 1,788,868.114   MT  0.99991969   +2 01 30.0
 HY2271;SPC KY1Z     - 3,972,930.11  5,868,978.14   sFT  0.99991969   +2 01 30.0
 HY2271;SPC KY N     -    77,912.906   657,525.856   MT  0.99997389   +1 07 07.1
 HY2271;SPC KY N     -   255,619.26  2,157,232.75   sFT  0.99997389   +1 07 07.1
 HY2271;UTM  17      - 4,227,679.783   372,862.726   MT  0.99979907   -0 53 51.6
 HY2271
 HY2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2271!SPC WV S     -   0.99994780  x   0.99992568  =   0.99987348
 HY2271!SPC KY1Z     -   0.99994780  x   0.99991969  =   0.99986749
 HY2271!SPC KY N     -   0.99994780  x   0.99997389  =   0.99992169
 HY2271!UTM  17      -   0.99994780  x   0.99979907  =   0.99974688
 HY2271
 HY2271|---------------------------------------------------------------------|
 HY2271| PID    Reference Object                     Distance      Geod. Az  |
 HY2271|                                                           dddmmss.s |
 HY2271| DC2741 WAYNE RM 2                            9.712 METERS 11331     |
 HY2271| DC2740 WAYNE RM 1                            7.402 METERS 22933     |
 HY2271| DC2739 WAYNE AZ MK RESET                                  3265549.7 |
 HY2271| DC2738 WAYNE AZ MK                                        3274405.7 |
 HY2271| HY2278 HUNTINGTON UNITED FUEL RADIO        APPROX.19.4 KM 3535427.7 |
 HY2271| HY2279 HUNTINGTON RAD STA WHTN TWR         APPROX.22.9 KM 3545234.0 |
 HY2271|---------------------------------------------------------------------|
 HY2271
 HY2271                          SUPERSEDED SURVEY CONTROL
 HY2271
 HY2271  NAD 83(1995)-  38 11 17.10989(N)    082 27 06.32093(W) AD(       ) 2
 HY2271  NAD 83(1986)-  38 11 17.11539(N)    082 27 06.32414(W) AD(       ) 2
 HY2271  NAD 27      -  38 11 16.80700(N)    082 27 06.77100(W) AD(       ) 2
 HY2271  NGVD 29 (07/19/86)  365.8    (m)         1200.     (f) VERT ANG       
 HY2271
 HY2271.Superseded values are not recommended for survey control.
 HY2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2271.See file dsdata.txt to determine how the superseded data were derived.
 HY2271
 HY2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC7286327680(NAD 83)
 HY2271_MARKER: DS = TRIANGULATION STATION DISK
 HY2271_SETTING: 80 = SET IN A BOULDER
 HY2271_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HY2271
 HY2271  HISTORY     - Date     Condition        Report By
 HY2271  HISTORY     - 1934     MONUMENTED       CGS
 HY2271  HISTORY     - 1957     GOOD             CGS
 HY2271
 HY2271                          STATION DESCRIPTION
 HY2271
 HY2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HY2271'STATION IS ON THE SUMMIT OF A RIDGE BETWEEN BIG BRANCH AND MULE
 HY2271'CREEK, ABOUT 2.25 MILES W OF S OF WAYNE, ON THE FARTHEST OR MOST
 HY2271'SOUTHWESTERLY OF THREE TOPS, IN THE CENTER OF THE TOP, 12 FEET NE OF
 HY2271'SW SLOPE, 12 FEET SE OF THE NW SLOPE IN THE CENTER OF SMALL CLEARED
 HY2271'SPOT AMONG SECOND GROWTH TIMBER, 4.7 FEET WSW OF AN 8 INCH HICKORY
 HY2271'WITH TRIANGULAR BLAZE.
 HY2271'
 HY2271'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN BURIED
 HY2271'ROCK ALMOST FLUSH WITH THE GROUND.
 HY2271'
 HY2271'REFERENCE MARK NO.1 IS SW OF THE STATION.
 HY2271'
 HY2271'REFERENCE MARK NO.2 IS E OF THE STATION.
 HY2271'
 HY2271'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE CYLINDER.
 HY2271'
 HY2271'AZIMUTH MARK IS NNW OF THE STATION ON THE N SIDE OF U.S. HIGHWAY 52,
 HY2271'ON PROPERTY OF MRS. ELLA JACKSON, 60 FEET N OF THE CENTER OF ROAD,
 HY2271'48 FEET S OF THE SE CORNER OF THE JACKSON HOME, 18 YARDS E OF
 HY2271'DRIVEWAY LEADING TO HOUSE, 1.75 MILES S OF JUNCTION OF U.S.
 HY2271'HIGHWAY 52 AND STATE HIGHWAY 37.
 HY2271'
 HY2271'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 37,
 HY2271'ABOUT 1.05 MILES S OF WAYNE, GO LEFT ON STATE HIGHWAY 37 FOR 1.4
 HY2271'MILES, TURN RIGHT ON T ROAD ACROSS RAILROAD TRACKS AND CREEK BRIDGE.
 HY2271'FROM HERE FOLLOW ROAD STRAIGHT AHEAD FOR 0.85 MILE, TURN LEFT INTO
 HY2271'LANE LEADING TO HOUSE, PROPERTY OF G.D. JACKSON, TENANTED BY LEVI
 HY2271'LLOYD, ABOUT 250 YARDS DISTANT, AND END OF TRUCK TRAVEL.  FOLLOW UP
 HY2271'HOLLOW TO WHERE OPEN GOING ENDS, BEAR UP LEFT SLOPE AND CONTINUE TO
 HY2271'TOP OF RIDGE.  AT TOP, TURN RIGHT AND FOLLOW RIDGE FOR ABOUT 0.3
 HY2271'MILE TO STATION.  THERE ARE THREE TOPS ALONG HERE AND STATION IS ON
 HY2271'THE MOST SOUTHWESTERLY ONE.
 HY2271'
 HY2271'A 4 FOOT STAND REQUIRED
 HY2271
 HY2271                          STATION RECOVERY (1957)
 HY2271
 HY2271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2271'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED AS
 HY2271'DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 HY2271'SEARCHED FOR BUT NOT FOUND, A NEW AZIMUTH MARK WAS SET BY THIS PARTY
 HY2271'THIS YEAR.
 HY2271'
 HY2271'FOLLOWING IS A NEW TO REACH TO THE STATION.
 HY2271'
 HY2271'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 37,
 HY2271'ABOUT 1.0 MILE SOUTH OF WAYNE, GO SOUTH ON U.S. HIGHWAY 52 FOR 1.3
 HY2271'MILES TO A SIDE ROAD LEFT, TURN LEFT FOR 0.1 MILE TO A STREAM, CROSS
 HY2271'STREAM TURN RIGHT FOR 0.05 MILE TO A REVERSE FORK, CONTINUE STRAIGHT
 HY2271'AHEAD FOR 0.3 MILE TO MR. BLANKENSHIP HOME ON THE RIGHT, (PROPERTY
 HY2271'OWNER) CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A SCHOOL HOUSE ON THE
 HY2271'RIGHT, KEEP STRAIGHT AHEAD FOR 0.2 MILE TO A LOG HOUSE ON THE RIGHT
 HY2271'AND END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHERLY UP HILL ON DIM
 HY2271'FIELD ROAD FOR ABOUT 0.2 MILE TO EDGE OF OPEN AREA, CONTINUE
 HY2271'SOUTHEASTERLY UP HILL THROUGH BRUSH FOR ABOUT 1/2 HOUR TO THE TOP OF
 HY2271'WOODED HILL AND THE STATION.
 HY2271'
 HY2271'AZIMUTH MARK IS A STANDARD DISK STAMPED WAYNE 1934 RESET 1957, SET IN
 HY2271'A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 HY2271'IT IS 26 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 52, 14 FEET
 HY2271'WEST OF THE CENTER OF THE DRIVEWAY TO MR. G.W. RAMEYS HOUSE AND 2
 HY2271'FEET SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE PILLAR AT THE WEST
 HY2271'SIDE OF DRIVEWAY.  A STANDARD WITNESS POST WAS SET 2 FEET NORTHWEST
 HY2271'OF THE MARK.
 HY2271'
 HY2271'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 52 AND
 HY2271'STATE HIGHWAY 37, ABOUT 1.0 MILE SOUTH OF WAYNE, GO SOUTH ON U.S.
 HY2271'HIGHWAY 52 FOR 1.6 MILES TO THE DRIVEWAY ON THE RIGHT LEADING TO MR.
 HY2271'G .W. RAMEYS HOUSE AND THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0112 ***********************************************************************
 JX0112  DESIGNATION -  WEBSTER
 JX0112  PID         -  JX0112
 JX0112  STATE/COUNTY-  WV/TAYLOR
 JX0112  USGS QUAD   -  GRAFTON (1976)
 JX0112
 JX0112                         *CURRENT SURVEY CONTROL
 JX0112  ___________________________________________________________________
 JX0112* NAD 83(1986)-  39 18 24.     (N)    080 02 51.     (W)     SCALED    
 JX0112* NAVD 88     -       307.644  (meters)    1009.33   (feet)  ADJUSTED  
 JX0112  ___________________________________________________________________
 JX0112  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JX0112  DYNAMIC HT  -         307.452 (meters)    1008.70  (feet)  COMP
 JX0112  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JX0112
 JX0112  VERT ORDER  -  SECOND    CLASS 0
 JX0112
 JX0112.The horizontal coordinates were scaled from a topographic map and have
 JX0112.an estimated accuracy of +/- 6 seconds.
 JX0112
 JX0112.The orthometric height was determined by differential leveling
 JX0112.and adjusted by the National Geodetic Survey in June 1991..
 JX0112
 JX0112.The geoid height was determined by GEOID03.
 JX0112
 JX0112.The dynamic height is computed by dividing the NAVD 88
 JX0112.geopotential number by the normal gravity value computed on the
 JX0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0112.degrees latitude (g = 980.6199 gals.).
 JX0112
 JX0112.The modeled gravity was interpolated from observed gravity values.
 JX0112
 JX0112;                    North         East    Units  Estimated Accuracy
 JX0112;SPC WV N     -    89,700.      552,780.      MT  (+/- 180 meters Scaled)
 JX0112
 JX0112                          SUPERSEDED SURVEY CONTROL
 JX0112
 JX0112  NGVD 29 (??/??/92)  307.843  (m)         1009.98   (f) ADJ UNCH    2 0
 JX0112
 JX0112.Superseded values are not recommended for survey control.
 JX0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0112.See file dsdata.txt to determine how the superseded data were derived.
 JX0112
 JX0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND821512(NAD 83)
 JX0112_MARKER: DB = BENCH MARK DISK
 JX0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0112_SP_SET: BUILDING
 JX0112_STAMPING: WEBSTER 1933
 JX0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0112
 JX0112  HISTORY     - Date     Condition        Report By
 JX0112  HISTORY     - 1933     MONUMENTED       CGS
 JX0112  HISTORY     - 1943     MARK NOT FOUND   NGS
 JX0112
 JX0112                          STATION DESCRIPTION
 JX0112
 JX0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0112'3.1 MI SW FROM GRAFTON.
 JX0112'3.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0112'THE STATION AT GRAFTON, TAYLOR COUNTY, 500 FEET NORTH OF THE
 JX0112'CROSSING OF U.S. HIGHWAY 119, IN THE CONCRETE WALL OF AN ABANDONED
 JX0112'BUILDING, 6 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 JX0112'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED WEBSTER 1933.
 JX0112
 JX0112                          STATION RECOVERY (1943)
 JX0112
 JX0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 JX0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2860 ***********************************************************************
 HX2860  DESIGNATION -  WEBSTER SPRINGS ATT MICROWAVE
 HX2860  PID         -  HX2860
 HX2860  STATE/COUNTY-  WV/WEBSTER
 HX2860  USGS QUAD   -  SKELT (1982)
 HX2860
 HX2860                         *CURRENT SURVEY CONTROL
 HX2860  ___________________________________________________________________
 HX2860* NAD 83(1995)-  38 30 35.92209(N)    080 20 31.92506(W)     ADJUSTED  
 HX2860* NAVD 88     -                                                        
 HX2860  ___________________________________________________________________
 HX2860  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 HX2860  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX2860
 HX2860  HORZ ORDER  -  THIRD
 HX2860
 HX2860.The horizontal coordinates were established by classical geodetic methods
 HX2860.and adjusted by the National Geodetic Survey in April 1998..
 HX2860
 HX2860
 HX2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2860
 HX2860.The geoid height was determined by GEOID03.
 HX2860
 HX2860;                    North         East     Units Scale Factor Converg.
 HX2860;SPC WV S     -   167,795.922   657,369.851   MT  0.99994177   +0 24 23.9
 HX2860;UTM  17      - 4,262,605.634   557,351.010   MT  0.99964050   +0 24 34.5
 HX2860
 HX2860                          SUPERSEDED SURVEY CONTROL
 HX2860
 HX2860  NAD 83(1986)-  38 30 35.92867(N)    080 20 31.93828(W) AD(       ) 4
 HX2860  NAD 27      -  38 30 35.53500(N)    080 20 32.65600(W) AD(       ) 3
 HX2860
 HX2860.Superseded values are not recommended for survey control.
 HX2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2860.See file dsdata.txt to determine how the superseded data were derived.
 HX2860
 HX2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC5735162606(NAD 83)
 HX2860_MARKER: 45 = MICROWAVE TOWER
 HX2860
 HX2860  HISTORY     - Date     Condition        Report By
 HX2860  HISTORY     - 1961     FIRST OBSERVED   CGS
 HX2860
 HX2860                          STATION DESCRIPTION
 HX2860
 HX2860'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2860'STATION IS LOCATED ON POINT MOUNTAIN ALONG STATE
 HX2860'HIGHWAY NO. 15
 HX2860'ABOUT 4 AIRLINE MILES NORTHEAST OF WEBSTER SPRINGS.
 HX2860'STATION IS OF STEEL CONSTRUCTION
 HX2860'ABOUT 350 FEET HIGH, PAINTED RED AND
 HX2860'WHITE AND HAS 4 LEGS.  THERE ARE 4 REFLECTORS AND 2
 HX2860'RED LIGHTS AT THE
 HX2860'TOP OF TOWER.  THE POINT INTERSECTED WAS THE RED LIGHTS ON TOP OF
 HX2860'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3134 ***********************************************************************
 HX3134  DESIGNATION -  WEED USGS 1944
 HX3134  PID         -  HX3134
 HX3134  STATE/COUNTY-  WV/WIRT
 HX3134  USGS QUAD   -  LIVERPOOL (1975)
 HX3134
 HX3134                         *CURRENT SURVEY CONTROL
 HX3134  ___________________________________________________________________
 HX3134* NAD 83(1995)-  38 55 00.22433(N)    081 30 09.51587(W)     ADJUSTED  
 HX3134* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 HX3134  ___________________________________________________________________
 HX3134  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 HX3134  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HX3134
 HX3134  HORZ ORDER  -  SECOND
 HX3134
 HX3134.The horizontal coordinates were established by classical geodetic methods
 HX3134.and adjusted by the National Geodetic Survey in April 1998..
 HX3134
 HX3134.The orthometric height was scaled from a topographic map.
 HX3134
 HX3134.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3134
 HX3134.The geoid height was determined by GEOID03.
 HX3134
 HX3134;                    North         East     Units Scale Factor Converg.
 HX3134;SPC WV N     -    48,200.130   426,326.523   MT  1.00001679   -1 16 38.0
 HX3134;SPC WV S     -   212,862.598   556,406.724   MT  1.00000729   -0 18 38.6
 HX3134;UTM  17      - 4,307,656.049   456,424.146   MT  0.99962338   -0 18 56.7
 HX3134
 HX3134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3134!SPC WV N     -   0.99994807  x   1.00001679  =   0.99996486
 HX3134!SPC WV S     -   0.99994807  x   1.00000729  =   0.99995536
 HX3134!UTM  17      -   0.99994807  x   0.99962338  =   0.99957147
 HX3134
 HX3134                          SUPERSEDED SURVEY CONTROL
 HX3134
 HX3134  NAD 83(1995)-  38 55 00.22968(N)    081 30 09.52136(W) AD(       ) 2
 HX3134  NAD 83(1986)-  38 55 00.22972(N)    081 30 09.52120(W) AD(       ) 2
 HX3134  NAD 27      -  38 54 59.92900(N)    081 30 10.08300(W) AD(       ) 2
 HX3134
 HX3134.Superseded values are not recommended for survey control.
 HX3134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3134.See file dsdata.txt to determine how the superseded data were derived.
 HX3134
 HX3134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5642407656(NAD 83)
 HX3134_MARKER: DD = SURVEY DISK
 HX3134_SETTING: 0 = UNSPECIFIED SETTING
 HX3134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX3134
 HX3134  HISTORY     - Date     Condition        Report By
 HX3134  HISTORY     - 1944     MONUMENTED       USGS
 HX3134  HISTORY     - 1976     POOR             NGS
 HX3134
 HX3134                          STATION DESCRIPTION
 HX3134
 HX3134'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 HX3134'STATION IS
 HX3134'LOCATED ABOUT 6
 HX3134'MILES WNW OF THE SMALL VILLAGE OF REEDY, ON LAND
 HX3134'OWNED BY L.L. CREWS.  IT IS ABOUT
 HX3134'150 YARDS E OF THE CREWS FARMHOUSE
 HX3134'AND ON THE HIGHEST POINT IN AN OLD APPLE ORCHARD.
 HX3134'
 HX3134'STATION IS MARKED BY A BRONZE U.S. GEOLOGICAL SURVEY DISK
 HX3134'SET IN THE TOP OF
 HX3134'A LIMESTONE POST ABOUT 8 INCHES SQUARE THAT
 HX3134'HAS BEEN ROUNDED OFF ON THE TOP.
 HX3134'THE DISK HAS BEEN SO BADLY
 HX3134'BATTERED THAT IF ANY STAMPING IS ON THE DISK IT
 HX3134'CANNOT BE DETECTED.
 HX3134'
 HX3134'STATION CREWS IS 5.614 METERS (18.42 FEET)
 HX3134'
 HX3134'TO REACH THE STATION FROM THE SMALL VILLAGE OF REEDY ON
 HX3134'STATE HIGHWAY 14,
 HX3134'GO W ON THE SANDYVILLE ROAD FOR 3.2 MILES TO
 HX3134'THE END OF THE HARD-SURFACED ROAD,
 HX3134'CONTINUE ON W FOR 0.3 MILE TO
 HX3134'A T-ROAD RIGHT AND A SCHOOLHOUSE ON THE RIGHT, HERE
 HX3134'TURN RIGHT
 HX3134'AND GO 1.8 MILES TO A Y-INTERSECTION AT THE TOP OF THE RIDGE,
 HX3134'THENCE TURN SHARP
 HX3134'LEFT AND GO 1.15 MILES TO THE L.L. CREWS PRIVATE
 HX3134'DRIVEWAY ON THE LEFT, TURN LEFT INTO
 HX3134'DRIVEWAY AND GO 0.1
 HX3134'MILE, THENCE TURN SHARP LEFT INTO OLD APPLE ORCHARD AND
 HX3134'GO 0.05 MILE
 HX3134'TO THE HIGHEST POINT AND STATION.
 HX3134
 HX3134                          STATION RECOVERY (1976)
 HX3134
 HX3134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3134'THE MONUMENT FOR THIS STATION WAS FOUND WITH THE UPPER
 HX3134'PORTION MISSING.  NO EVIDENCE OF THE DISK COULD BE FOUND,
 HX3134'THEREFORE A NEW TIE WAS IMPOSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2967 ***********************************************************************
 HX2967  DESIGNATION -  WEEDY
 HX2967  PID         -  HX2967
 HX2967  STATE/COUNTY-  WV/ROANE
 HX2967  USGS QUAD   -  NEWTON (1975)
 HX2967
 HX2967                         *CURRENT SURVEY CONTROL
 HX2967  ___________________________________________________________________
 HX2967* NAD 83(1995)-  38 36 04.69120(N)    081 07 47.76583(W)     ADJUSTED  
 HX2967* NAVD 88     -       447.8    (meters)    1469.     (feet)  VERTCON   
 HX2967  ___________________________________________________________________
 HX2967  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 HX2967  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HX2967
 HX2967  HORZ ORDER  -  SECOND
 HX2967
 HX2967.The horizontal coordinates were established by classical geodetic methods
 HX2967.and adjusted by the National Geodetic Survey in April 1998..
 HX2967
 HX2967.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2967
 HX2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2967
 HX2967.The geoid height was determined by GEOID03.
 HX2967
 HX2967;                    North         East     Units Scale Factor Converg.
 HX2967;SPC WV S     -   177,737.416   588,681.854   MT  0.99995208   -0 04 49.2
 HX2967;UTM  17      - 4,272,542.279   488,685.833   MT  0.99960158   -0 04 51.8
 HX2967
 HX2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2967!SPC WV S     -   0.99993489  x   0.99995208  =   0.99988697
 HX2967!UTM  17      -   0.99993489  x   0.99960158  =   0.99953649
 HX2967
 HX2967|---------------------------------------------------------------------|
 HX2967| PID    Reference Object                     Distance      Geod. Az  |
 HX2967|                                                           dddmmss.s |
 HX2967| DC4965 WEEDY RM 1                           20.576 METERS 02732     |
 HX2967| DC4964 WEEDY AZ MK                                        1564456.4 |
 HX2967| HX2964 MAYSEL UNITED NATURAL GAS MAST      APPROX.10.7 KM 2064640.6 |
 HX2967| DC4966 WEEDY RM 2                           21.878 METERS 29445     |
 HX2967| HX2971 DESERT KNOB CARBIDE CHEM RAD        APPROX.16.0 KM 3482945.0 |
 HX2967|---------------------------------------------------------------------|
 HX2967
 HX2967                          SUPERSEDED SURVEY CONTROL
 HX2967
 HX2967  NAD 83(1986)-  38 36 04.69824(N)    081 07 47.77401(W) AD(       ) 2
 HX2967  NAD 27      -  38 36 04.35320(N)    081 07 48.37200(W) AD(       ) 2
 HX2967  NGVD 29 (07/19/86)  448.0    (m)         1470.     (f) VERT ANG       
 HX2967
 HX2967.Superseded values are not recommended for survey control.
 HX2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2967.See file dsdata.txt to determine how the superseded data were derived.
 HX2967
 HX2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC8868672542(NAD 83)
 HX2967_MARKER: DS = TRIANGULATION STATION DISK
 HX2967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2967
 HX2967  HISTORY     - Date     Condition        Report By
 HX2967  HISTORY     - 1961     MONUMENTED       CGS
 HX2967
 HX2967                          STATION DESCRIPTION
 HX2967
 HX2967'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2967'STATION IS LOCATED ON THE SUMMIT OF A BROAD FLAT HILL WHICH IS
 HX2967'COVERED WITH
 HX2967'GRASS, ABOUT 2-3/4 MILES EAST-NORTHEAST OF NEWTON, 7 MILES
 HX2967'NORTHWEST OF IVYDALE, 10 MILES
 HX2967'NORTH-NORTHWEST OF CLAY, ON PROPERTY OWNED
 HX2967'BY THE GEORGE SMITH HEIRS.
 HX2967'
 HX2967'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 36 WHICH
 HX2967'IS ABOUT 18 MILES
 HX2967'EAST OF CLENDENIN.  GO NORTHERLY ON HIGHWAY 36 FOR 11.55
 HX2967'MILES TO A ROCK BASE ROAD LEADING
 HX2967'EAST IN THE SMALL VILLAGE OF NEWTON.  GO
 HX2967'EAST ON THE ROCK ROAD FOR 0.1 MILE TO A FORK, KEEP
 HX2967'THE RIGHT HAND ROAD AND
 HX2967'CONTINUE EAST, UPHILL FOR 0.45 MILE TO FORK, KEEP THE RIGHT HAND ROAD
 HX2967'AND CONTINUE FOR 2.25
 HX2967'MILES TO THE HOME OF MR. GLENN SMITH.  TURN LEFT AND
 HX2967'FOLLOW A TRACK ROAD FOR 0.1 MILE TO
 HX2967'A BOARD GATE.  PASS THROUGH THE GATE
 HX2967'AND CONTINUE ON TRACK ROAD, UPHILL FOR 0.9 MILE TO THE
 HX2967'TOP OF A GRASS
 HX2967'COVERED KNOLL, CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD FOR 0.15
 HX2967'MILE TO THE AZIMUTH
 HX2967'MARK ON LEFT, CONTINUE ON THE TRACK ROAD FOR 0.1 MILE TO A GAP
 HX2967'IN A WIRE FENCE.  PASS THROUGH
 HX2967'THE GAP AND CONTINUE ON TRACK ROAD, UPHILL
 HX2967'FOR 0.1 MILE TO THE SUMMIT OF THE HILL AND
 HX2967'STATION.
 HX2967'
 HX2967'STATION MARK IS A STANDARD DISK, STAMPED WEEDY 1961, SET IN THE TOP
 HX2967'OF A SQUARE
 HX2967'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.  IT IS 53 FEET
 HX2967'EAST OF A LONE LOCUST TREE.
 HX2967'
 HX2967'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED WEEDY NO 1 1961,
 HX2967'SET IN THE TOP OF
 HX2967'A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.
 HX2967'IT IS 105 FEET NORTHEAST OF THE LONE
 HX2967'LOCUST TREE.
 HX2967'
 HX2967'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED WEEDY NO 2 1961,
 HX2967'SET IN THE TOP OF
 HX2967'A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.
 HX2967'IT IS 40 FEET NORTH OF THE LONE
 HX2967'LOCUST TREE.
 HX2967'
 HX2967'AZIMUTH MARK IS A STANDARD DISK, STAMPED WEEDY 1961, SET IN THE TOP
 HX2967'OF A SQUARE
 HX2967'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.  IT IS 2.5 FEET
 HX2967'NORTH OF A METAL WITNESS POST.
 HX2967'
 HX2967'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2019 ***********************************************************************
 GX2019  DESIGNATION -  WELCH RESET 1966
 GX2019  PID         -  GX2019
 GX2019  STATE/COUNTY-  WV/MCDOWELL
 GX2019  USGS QUAD   -  WELCH (1976)
 GX2019
 GX2019                         *CURRENT SURVEY CONTROL
 GX2019  ___________________________________________________________________
 GX2019* NAD 83(1986)-  37 25 57.     (N)    081 35 03.     (W)     SCALED    
 GX2019* NAVD 88     -       401.89   (meters)    1318.5    (feet)  RESET     
 GX2019  ___________________________________________________________________
 GX2019  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GX2019
 GX2019  VERT ORDER  -  THIRD
 GX2019
 GX2019.The horizontal coordinates were scaled from a topographic map and have
 GX2019.an estimated accuracy of +/- 6 seconds.
 GX2019
 GX2019.The orthometric height was computed from unverified reset data.
 GX2019.No vertical observational check was made to the station.
 GX2019
 GX2019.The geoid height was determined by GEOID03.
 GX2019
 GX2019;                    North         East    Units  Estimated Accuracy
 GX2019;SPC WV S     -    48,170.      548,300.      MT  (+/- 180 meters Scaled)
 GX2019
 GX2019                          SUPERSEDED SURVEY CONTROL
 GX2019
 GX2019  NGVD 29 (??/??/??)  402.06   (m)         1319.1    (f) RESET       3  
 GX2019
 GX2019.Superseded values are not recommended for survey control.
 GX2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2019.See file dsdata.txt to determine how the superseded data were derived.
 GX2019
 GX2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB483430(NAD 83)
 GX2019_MARKER: DB = BENCH MARK DISK
 GX2019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2019_SP_SET: WALL
 GX2019_STAMPING: WELCH RESET 1966
 GX2019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2019
 GX2019  HISTORY     - Date     Condition        Report By
 GX2019  HISTORY     - 1966     MONUMENTED       CGS
 GX2019
 GX2019                          STATION DESCRIPTION
 GX2019
 GX2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GX2019'AT WELCH.
 GX2019'AT WELCH, ALONG WYOMING STREET, AT THE OLD POST OFFICE BUILDING,
 GX2019'PRESENTLY BEING USED AS COURTHOUSE ANNES, IN FRON T OF AND ACROSS
 GX2019'THE STREET FROMTHE COURTHOUSE.  THE DISK IS CEMENTED IN A DRILL
 GX2019'HOLE FLUSH WITH THE SURFACE OF THE THE TOP OF AN 8 INCH WIDE
 GX2019'CONCRETE RETAINING WALL AROUND A WINDOW WELL THAT IS 5X8 FEET AND
 GX2019'7 FEET DEEP.  IT IS IN THE FIRST WELL WALL SOUTH OF THE ENTRANCE
 GX2019'TO THE BUILDING.  THE DISK IS ABOUT 3 INCHES ABOVE THE SURFACE
 GX2019'OF THE GROUND, IT IS 28 FEET WEST OF THE CENTER OF WYOMING
 GX2019'STREET, 13 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE DOUBLE DOORS
 GX2019'TO THE ENTRANCE OF THE BUILDING, AND 6 FEET WEST OF THE CENTER
 GX2019'OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1861 ***********************************************************************
 JX1861  DESIGNATION -  WELLS
 JX1861  PID         -  JX1861
 JX1861  STATE/COUNTY-  WV/MONONGALIA
 JX1861  USGS QUAD   -  BLACKSVILLE (1988)
 JX1861
 JX1861                         *CURRENT SURVEY CONTROL
 JX1861  ___________________________________________________________________
 JX1861* NAD 83(1995)-  39 42 37.48666(N)    080 13 54.35146(W)     ADJUSTED  
 JX1861* NAVD 88     -       449.     (meters)    1473.     (feet)  SCALED    
 JX1861  ___________________________________________________________________
 JX1861  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 JX1861  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JX1861
 JX1861  HORZ ORDER  -  SECOND
 JX1861
 JX1861.The horizontal coordinates were established by classical geodetic methods
 JX1861.and adjusted by the National Geodetic Survey in April 1998..
 JX1861
 JX1861.The orthometric height was scaled from a topographic map.
 JX1861
 JX1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1861
 JX1861.The geoid height was determined by GEOID03.
 JX1861
 JX1861;                    North         East     Units Scale Factor Converg.
 JX1861;SPC WV N     -   134,632.592   537,253.002   MT  0.99994182   -0 28 00.1
 JX1861;SPC PA S     -    44,859.583   387,199.053   MT  1.00004233   -1 36 36.5
 JX1861;SPC PA S     -   147,176.82  1,270,335.56   sFT  1.00004233   -1 36 36.5
 JX1861;UTM  17      - 4,395,898.773   565,852.908   MT  0.99965339   +0 29 27.1
 JX1861
 JX1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1861!SPC WV N     -   0.99993475  x   0.99994182  =   0.99987657
 JX1861!SPC PA S     -   0.99993475  x   1.00004233  =   0.99997708
 JX1861!UTM  17      -   0.99993475  x   0.99965339  =   0.99958816
 JX1861
 JX1861:                Primary Azimuth Mark                     Grid Az
 JX1861:SPC WV N     -  L WVGS 1941                              017 58 50.6
 JX1861:SPC PA S     -  L WVGS 1941                              019 07 27.0
 JX1861:UTM  17      -  L WVGS 1941                              017 01 23.4
 JX1861
 JX1861|---------------------------------------------------------------------|
 JX1861| PID    Reference Object                     Distance      Geod. Az  |
 JX1861|                                                           dddmmss.s |
 JX1861| JX1862 L WVGS 1941                         APPROX. 0.8 KM 0173050.5 |
 JX1861| CX4803 WELLS RM 1                            6.757 METERS 13434     |
 JX1861| CX4804 WELLS RM 2                            5.398 METERS 22804     |
 JX1861|---------------------------------------------------------------------|
 JX1861
 JX1861                          SUPERSEDED SURVEY CONTROL
 JX1861
 JX1861  NAD 83(1986)-  39 42 37.49059(N)    080 13 54.35775(W) AD(       ) 2
 JX1861  NAD 27      -  39 42 37.20980(N)    080 13 55.09660(W) AD(       ) 2
 JX1861
 JX1861.Superseded values are not recommended for survey control.
 JX1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1861.See file dsdata.txt to determine how the superseded data were derived.
 JX1861
 JX1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND6585395899(NAD 83)
 JX1861_MARKER: DS = TRIANGULATION STATION DISK
 JX1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1861
 JX1861  HISTORY     - Date     Condition        Report By
 JX1861  HISTORY     - 1941     MONUMENTED       CGS
 JX1861
 JX1861                          STATION DESCRIPTION
 JX1861
 JX1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1861'THE STATION IS
 JX1861'ON A BARE-TOPPED
 JX1861'KNOB, THE HIGHEST IN THE IMMEDIATE VICINITY,
 JX1861'ABOUT 1-1/2 MILES SW OF
 JX1861'BLACKSVILLE.  IT IS NEAR THE NE END OF THE
 JX1861'KNOB, 3/10 MILE NNW OF THE FARMHOUSE, OF
 JX1861'W.C. WELLS, 1/4 MILE NNE
 JX1861'OF A STEEL OIL DERRICK ON PROPERTY OWNED BY J.A. CUMMINS OF
 JX1861'BLACKSVILLE AND
 JX1861'FARMED BY W.C. WELLS.  IT IS STAMPED WELLS 1941 AND IS
 JX1861'FLUSH WITH THE GROUND.
 JX1861'
 JX1861'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JX1861'DISKS SET IN CONCRETE.
 JX1861'
 JX1861'REFERENCE MARK NO. 1 IS ON THE E BREAK OF THE KNOB.  IT IS
 JX1861'STAMPED WELLS NO.
 JX1861'1 1941 AND PROJECTS 2 INCHES.
 JX1861'
 JX1861'REFERENCE MARK NO. 2 IS STAMPED WELLS NO. 2 1941 AND IS FLUSH
 JX1861'WITH THE GROUND.
 JX1861'
 JX1861'TRAVERSE STATION C.W.A. L OF THE WEST VIRGINIA GEODETIC
 JX1861'SURVEY IS THE
 JX1861'AZIMUTH MARK.  IT IS IN THE RIGHT-OF-WAY OF STATE
 JX1861'HIGHWAY 7, 120 FEET NW OF THE W
 JX1861'END OF A CLIFF, 60 FEET E OF A
 JX1861'LARGE OAK TREE WHICH IS THE W GATEPOST OF A LANE
 JX1861'LEADING S, 18
 JX1861'FEET SW OF THE CENTER OF STATE HIGHWAY 7 AND 2.4 FEET S OF THE NW
 JX1861'END OF HIGHWAY
 JX1861'CABLE GUARD RAIL.  IT IS A STANDARD STATE SURVEY
 JX1861'TRAVERSE DISK, NOT STAMPED, SET
 JX1861'IN A 6-INCH SQUARE SANDSTONE POST
 JX1861'PROJECTING 3 INCHES.  TO REACH FROM THE STATION,
 JX1861'GO BACK TO STATE
 JX1861'HIGHWAY 7, TURN RIGHT (EASTWARD) AND GO 1.0 MILE TO MARK ON RIGHT
 JX1861'AS DESCRIBED.
 JX1861'
 JX1861'TRAVERSE STATION C.W.A. K OF THE WEST VIRGINIA GOEDETIC
 JX1861'SURVEY CAN ALSO BE
 JX1861'USED AS AN AZIMUTH MARK.  IT IS ON THE RIGHT-OF-WAY
 JX1861'OF STATE HIGHWAY 7, 56 FEET SE OF
 JX1861'A.L. MINERS MAIL BOX,
 JX1861'48-1/2 FEET SE OF POWER LINE POLE NO. 35-5, 17-1/2
 JX1861'FEET NE OF THE
 JX1861'CENTER LINE OF STATE HIGHWAY 7 AND 3 FEET SW OF A FENCE.  IT IS A
 JX1861'STANDARD STATE
 JX1861'SURVEY TRAVERSE DISK, NOT STAMPED, SET IN A 6-INCH
 JX1861'SQUARE SANDSTONE POST PROJECTING
 JX1861'2 INCHES.  TO REACH FROM THE STATION,
 JX1861'GO BACK TO STATE HIGHWAY 7, TURN RIGHT (EASTWARD)
 JX1861'AND GO 0.6
 JX1861'MILE TO MARK ON THE LEFT AS DESCRIBED.
 JX1861'
 JX1861'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND
 JX1861'218 IN BLACKSVILLE
 JX1861'GO WESTWARD ON STATE HIGHWAY 7 FOR 2.0 MILES TO
 JX1861'DIRT ROAD LEFT, TURN SHARP LEFT UP
 JX1861'HILL AND GO 1.0 MILE TO THE
 JX1861'WELLS FARMHOUSE ON LEFT AND END OF TRUCK TRAVEL.
 JX1861'FROM THE WELLS
 JX1861'HOME PROCEED ON FOOT NNW 3/10 MILE TO STATION ON HIGHEST POINT OF
 JX1861'BARE KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2104 ***********************************************************************
 JX2104  DESIGNATION -  WELLS
 JX2104  PID         -  JX2104
 JX2104  STATE/COUNTY-  WV/TYLER
 JX2104  USGS QUAD   -  BENS RUN (1994)
 JX2104
 JX2104                         *CURRENT SURVEY CONTROL
 JX2104  ___________________________________________________________________
 JX2104* NAD 83(1995)-  39 29 51.13100(N)    081 04 15.71366(W)     ADJUSTED  
 JX2104* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 JX2104  ___________________________________________________________________
 JX2104  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 JX2104  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JX2104
 JX2104  HORZ ORDER  -  THIRD
 JX2104
 JX2104.The horizontal coordinates were established by classical geodetic methods
 JX2104.and adjusted by the National Geodetic Survey in April 1998..
 JX2104
 JX2104.The orthometric height was scaled from a topographic map.
 JX2104
 JX2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2104
 JX2104.The geoid height was determined by GEOID03.
 JX2104
 JX2104;                    North         East     Units Scale Factor Converg.
 JX2104;SPC WV N     -   111,924.859   464,879.990   MT  0.99994324   -1 00 07.1
 JX2104;SPC OH S     -   167,219.229   722,902.030   MT  0.99993785   +0 54 24.2
 JX2104;UTM  17      - 4,371,993.503   493,892.560   MT  0.99960046   -0 02 42.6
 JX2104
 JX2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2104!SPC WV N     -   0.99995435  x   0.99994324  =   0.99989759
 JX2104!SPC OH S     -   0.99995435  x   0.99993785  =   0.99989220
 JX2104!UTM  17      -   0.99995435  x   0.99960046  =   0.99955482
 JX2104
 JX2104|---------------------------------------------------------------------|
 JX2104| PID    Reference Object                     Distance      Geod. Az  |
 JX2104|                                                           dddmmss.s |
 JX2104| CD1415 WELLS RM 1                            8.128 METERS 10613     |
 JX2104| CD1416 WELLS RM 2                           12.198 METERS 20427     |
 JX2104| JX2106 BENS RUN UNION CARBIDE CORP TK      APPROX. 2.4 KM 2314750.2 |
 JX2104| JX2086 COLLINS                             APPROX. 1.6 KM 2911615.0 |
 JX2104|---------------------------------------------------------------------|
 JX2104
 JX2104                          SUPERSEDED SURVEY CONTROL
 JX2104
 JX2104  NAD 83(1986)-  39 29 51.13645(N)    081 04 15.72241(W) AD(       ) 3
 JX2104  NAD 27      -  39 29 50.86790(N)    081 04 16.31250(W) AD(       ) 3
 JX2104
 JX2104.Superseded values are not recommended for survey control.
 JX2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2104.See file dsdata.txt to determine how the superseded data were derived.
 JX2104
 JX2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9389371994(NAD 83)
 JX2104_MARKER: DS = TRIANGULATION STATION DISK
 JX2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2104
 JX2104  HISTORY     - Date     Condition        Report By
 JX2104  HISTORY     - 1963     MONUMENTED       CGS
 JX2104
 JX2104                          STATION DESCRIPTION
 JX2104
 JX2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2104'THE STATION IS LOCATED ON A HILL OVERLOOKING THE OHIO RIVER TO THE
 JX2104'WEST, IT IS ABOUT 6 MILES
 JX2104'SOUTHWEST OF SISTERSVILLE, ABOUT 3 MILES NORTHEAST OF BENS RUN, ABOUT
 JX2104'1-1/2 MILES SOUTH-SOUTHWEST OF
 JX2104'FRIENDLY AND ABOUT 0.6 MILE SOUTHEAST OF THE EAST BANK
 JX2104'OF THE OHIO RIVER.  IT IS 13.5 FEET NORTHWEST OF
 JX2104'A WITNESS POST, 7 FEET NORTH OF THE
 JX2104'NORTHWEST CORNER OF A SMALL BUILDING (FOX HUNTERS SHACK), 48 FEET
 JX2104'SOUTHWEST OF A 4 INCH CRABAPPLE TREE
 JX2104'AND ON THE PROPERTY OF MR. A.O. MICHAELS.  THE MONUMENT IS FLUSH AND
 JX2104'THE DISK IS STAMPED WELLS 1963.
 JX2104'
 JX2104'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 18 AT THE SOUTH
 JX2104'EDGE OF SISTERSVILLE, GO SOUTHWEST ON
 JX2104'STATE HIGHWAY 2 FOR 4.25 MILES TO A SCHOOL ON THE LEFT IN
 JX2104'THE TOWN OF FRIENDLY.  CONTINUE
 JX2104'SOUTHEAST ON STATE HIGHWAY 2 FOR 1.95 MILES TO A SIDE
 JX2104'ROAD LEFT, SIGN ON THE RIGHT WELLS HILL ROAD, TURN
 JX2104'LEFT AS PER SIGN AND GO EASTERLY
 JX2104'ON MAIN GRAVELED ROAD FOR 0.95 MILE TO A SIDE ROAD LEFT, JUST BEFORE
 JX2104'REACHING ANOTHER ROAD TO THE LEFT,
 JX2104'TURN LEFT ONTO THE DIRT ROAD AND GO NORTHERLY FOR 0.85 MILE TO A GATE
 JX2104'IN THE MEADOW ROAD, PASS THROUGH
 JX2104'GATE INTO THE MEADOW AND FOLLOW TRACK ROAD THROUGH
 JX2104'MEADOW NORTH AND NORTHEAST OF 0.55 MILE TO A DIM
 JX2104'T-ROAD, TURN LEFT AND GO WESTERLY FOR
 JX2104'0.1 MILE TO A GATE, PASS THROUGH THE GATE INTO A PASTURE AND
 JX2104'CONTINUE UPHILL WESTERLY FOR 0.15
 JX2104'MILE TO A BARE TOP HILL AND THE STATION.
 JX2104'
 JX2104'REFERENCE MARK 1 IS 15 FEET NORTHEAST OF THE WITNESS POST AND 15.5
 JX2104'FEET NORTHEAST OF THE
 JX2104'NORTHEAST CORNER OF THE SMALL BUILDING.  THE MONUMENT IS FLUSH AND
 JX2104'THE DISK IS STAMPED WELLS
 JX2104'NO 1 1963.
 JX2104'
 JX2104'REFERENCE MARK 2 IS 20 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JX2104'SMALL BUILDING.  THE MONUMENT IS
 JX2104'FLUSH AND THE DISK IS STAMPED WELLS NO 2 1963.
 JX2104'
 JX2104'NOTE- STATION COLLINS USED AS AZIMUTH.
 JX2104'
 JX2104'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2020 ***********************************************************************
 JX2020  DESIGNATION -  WELLS BOTTOM MOBAY CHEM CO TK
 JX2020  PID         -  JX2020
 JX2020  STATE/COUNTY-  WV/MARSHALL
 JX2020  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2020
 JX2020                         *CURRENT SURVEY CONTROL
 JX2020  ___________________________________________________________________
 JX2020* NAD 83(1995)-  39 43 41.16342(N)    080 49 45.09152(W)     ADJUSTED  
 JX2020* NAVD 88     -                                                        
 JX2020  ___________________________________________________________________
 JX2020  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 JX2020  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX2020
 JX2020  HORZ ORDER  -  THIRD
 JX2020
 JX2020.The horizontal coordinates were established by classical geodetic methods
 JX2020.and adjusted by the National Geodetic Survey in April 1998..
 JX2020
 JX2020
 JX2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2020
 JX2020.The geoid height was determined by GEOID03.
 JX2020
 JX2020;                    North         East     Units Scale Factor Converg.
 JX2020;SPC WV N     -   137,183.750   486,056.983   MT  0.99994232   -0 50 51.8
 JX2020;SPC OH S     -   193,169.377   743,226.231   MT  0.99995386   +1 03 36.6
 JX2020;UTM  17      - 4,397,593.739   514,637.780   MT  0.99960264   +0 06 33.0
 JX2020
 JX2020                          SUPERSEDED SURVEY CONTROL
 JX2020
 JX2020  NAD 83(1986)-  39 43 41.17056(N)    080 49 45.09923(W) AD(       ) 4
 JX2020  NAD 27      -  39 43 40.90200(N)    080 49 45.74700(W) AD(       ) 3
 JX2020
 JX2020.Superseded values are not recommended for survey control.
 JX2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2020.See file dsdata.txt to determine how the superseded data were derived.
 JX2020
 JX2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1463897594(NAD 83)
 JX2020_MARKER: 51 = TANK
 JX2020
 JX2020  HISTORY     - Date     Condition        Report By
 JX2020  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2020
 JX2020                          STATION DESCRIPTION
 JX2020
 JX2020'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0552 ***********************************************************************
 JX0552  DESIGNATION -  WEST
 JX0552  PID         -  JX0552
 JX0552  STATE/COUNTY-  WV/WETZEL
 JX0552  USGS QUAD   -  WILEYVILLE (1976)
 JX0552
 JX0552                         *CURRENT SURVEY CONTROL
 JX0552  ___________________________________________________________________
 JX0552* NAD 83(1995)-  39 40 10.75519(N)    080 39 33.69999(W)     ADJUSTED  
 JX0552* NAVD 88     -       483.952  (meters)    1587.77   (feet)  POSTED    
 JX0552  ___________________________________________________________________
 JX0552  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 JX0552  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JX0552  DYNAMIC HT  -         483.670 (meters)    1586.84  (feet)  COMP
 JX0552  MODELED GRAV-     980,031.0   (mgal)                       NAVD 88
 JX0552
 JX0552  HORZ ORDER  -  SECOND
 JX0552  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JX0552
 JX0552.The horizontal coordinates were established by classical geodetic methods
 JX0552.and adjusted by the National Geodetic Survey in April 1998..
 JX0552
 JX0552.The orthometric height was determined by differential leveling
 JX0552.and adjusted by the National Geodetic Survey in 1992..
 JX0552.No vertical observational check was made to the station.
 JX0552.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JX0552.was located on a no-check spur therefore a value was not computed.
 JX0552
 JX0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX0552
 JX0552.The geoid height was determined by GEOID03.
 JX0552
 JX0552.The dynamic height is computed by dividing the NAVD 88
 JX0552.geopotential number by the normal gravity value computed on the
 JX0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0552.degrees latitude (g = 980.6199 gals.).
 JX0552
 JX0552.The modeled gravity was interpolated from observed gravity values.
 JX0552
 JX0552;                    North         East     Units Scale Factor Converg.
 JX0552;SPC WV N     -   130,493.755   500,530.886   MT  0.99994103   -0 44 21.9
 JX0552;UTM  17      - 4,391,148.558   529,216.497   MT  0.99961051   +0 13 02.8
 JX0552
 JX0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX0552!SPC WV N     -   0.99992931  x   0.99994103  =   0.99987034
 JX0552!UTM  17      -   0.99992931  x   0.99961051  =   0.99953985
 JX0552
 JX0552|---------------------------------------------------------------------|
 JX0552| PID    Reference Object                     Distance      Geod. Az  |
 JX0552|                                                           dddmmss.s |
 JX0552| JX0551 WEST RM 1                            21.048 METERS 01033     |
 JX0552| JX2001 WEST USGS 1963                        3.807 METERS 26937     |
 JX0552| JX0550 WEST RM 2                            31.510 METERS 29732     |
 JX0552| CX4813 WEST AZ MK                                         3593352.7 |
 JX0552|---------------------------------------------------------------------|
 JX0552
 JX0552                          SUPERSEDED SURVEY CONTROL
 JX0552
 JX0552  NAD 83(1986)-  39 40 10.76127(N)    080 39 33.70712(W) AD(       ) 2
 JX0552  NAD 27      -  39 40 10.46760(N)    080 39 34.38220(W) AD(       ) 2
 JX0552  NGVD 29 (??/??/92)  484.111  (m)         1588.29   (f) ADJ UNCH    2 0
 JX0552
 JX0552.Superseded values are not recommended for survey control.
 JX0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0552.See file dsdata.txt to determine how the superseded data were derived.
 JX0552
 JX0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2921691149(NAD 83)
 JX0552_MARKER: DD = SURVEY DISK
 JX0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0552_STAMPING: WEST 1957
 JX0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0552+STABILITY: SURFACE MOTION
 JX0552
 JX0552  HISTORY     - Date     Condition        Report By
 JX0552  HISTORY     - 1963     MONUMENTED       CGS
 JX0552  HISTORY     - 1957     GOOD             NGS
 JX0552
 JX0552                          STATION DESCRIPTION
 JX0552
 JX0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX0552'THE STATION IS ON A HIGH ROUND CULTIVATED HILL ABOUT 8 MILES
 JX0552'WEST-SOUTHWEST OF
 JX0552'LITTLETON, 7 MILES NORTH OF PINE GROVE, 2-1/2 MILES SOUTHWEST OF
 JX0552'SILVER HILL, 0.6 MILE SOUTH OF
 JX0552'STATE HIGHWAY 89 AND ON THE PROPERTY OF MR. VERL CHAMBERS.  IT IS ON
 JX0552'THE HIGHEST POINT OF THE HILL ABOUT
 JX0552'400 FEET SOUTH OF AN OLD HOUSE AND 181 FEET EAST OF A 12 INCH
 JX0552'LOCUST TREE WHICH IS THE LARGEST ONE OF A
 JX0552'GROUP OF FIVE.  THE MONUMENT IS 14 INCHES
 JX0552'UNDERGROUND AND THE DISK IS STAMPED WEST 1963.
 JX0552'
 JX0552'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 89 ABOUT 5 MILES
 JX0552'NORTH OF NEW MARTINSVILLE, GO
 JX0552'EASTERLY ON STATE HIGHWAY 89 FOR 8.0 MILES TO THE GRANDVIEW SCHOOL ON
 JX0552'THE LEFT.  CONTINUE EASTERLY ON
 JX0552'HIGHWAY 89 FOR 3.1 MILES TO A SIDE ROAD RIGHT AND A
 JX0552'HOUSE ON THE LEFT.  CONTINUE EASTERLY ON HIGHWAY
 JX0552'89 FOR 2.0 MILES TO A CROSSRAOD.
 JX0552'TURN RIGHT AND GO SOUTHWEST ON A NARROW DIRT ROAD FOR 0.45 MILE TO
 JX0552'A TRACK ROAD ON THE LEFT AND THE
 JX0552'END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH UP A STEEP HILL ON THE
 JX0552'TRACK ROAD FOR 0.1 MILE TO A
 JX0552'FENCE AND AN OLD HOUSE ON THE RIGHT.  CONTINUE SOUTH UP THE
 JX0552'STEEP HILL THAT IS UNDER CULTIVATION AT
 JX0552'THIS TIME FOR 0.1 MILE TO THE TOP OF THE HILL
 JX0552'AND THE STATION.
 JX0552'
 JX0552'TO REACH THE AZIMUTH MARK FROM THIS POINT GO NORTHWEST ON A GRAVELED
 JX0552'ROAD FOR 0.05 MILE TO THE
 JX0552'AZIMUTH ON THE LEFT ON A HIGH ROAD BANK ON THE PROPERTY OF MR. EDWARD
 JX0552'EBERT.
 JX0552'
 JX0552'WEST (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY STATION MARK DISK
 JX0552'SET IN THE TOP OF AN 8 BY 8
 JX0552'INCH CONCRETE POST.  IT IS NEAR THE HIGHEST POINT OF THE HILL 171
 JX0552'FEET EAST OF THE 12 INCH LOCUST TREE.
 JX0552'THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS
 JX0552'STAMPED WEST 1957.
 JX0552'
 JX0552'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 JX0552'CEMENTED IN A DRILL HOLE IN
 JX0552'OUTCROPPING BEDROCK PROJECTING 12 INCHES.  IT IS ON THE NORTH SLOPE
 JX0552'OF THE HILL ABOUT 15 FEET LOWER THAN
 JX0552'THE STATION.  THE DISK IS STAMPED NO 1 1957.
 JX0552'
 JX0552'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 JX0552'CEMENTED IN A DRILL HOLE IN
 JX0552'OUTCROPPING BEDROCK PROJECTING 8 INCHES.  IT IS ON THE NORTHWEST
 JX0552'SLOPE OF THE HILL ABOUT 12 FEET
 JX0552'LOWER THAN THE STATION.  THE DISK IS STAMPED NO 2 1957.
 JX0552'
 JX0552'THE AZIMUTH MARK IS 7 FEET NORTHEAST OF A WITNESS POST, 15 FEET
 JX0552'SOUTHWEST OF THE CENTERLINE
 JX0552'OF THE GRAVELED ROAD AND 110 FEET NORTHWEST OF THE NORTHEAST CORNER
 JX0552'OF A CONCRETE BLOCK HOUSE.  THE
 JX0552'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED WEST 1963.
 JX0552'
 JX0552'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JX0552
 JX0552                          STATION RECOVERY (1957)
 JX0552
 JX0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 JX0552'3.2 MI SW FROM SILVER HILL.
 JX0552'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE BRIDGE
 JX0552'OVER LAUREL RUN AND POST OFFICE AT SILVER HILL TO A CROSSROAD AND
 JX0552'ROSEFIELD SCHOOL, THENCE ABOUT 0.45 MILE SOUTH AND SOUTHWEST ALONG
 JX0552'A DIRT ROAD, THENCE ABOUT 0.2 MILE SOUTH AND UPHILL ACROSS AN
 JX0552'OPEN FIELD TO THE TOP OF A PROMINENT KNOLL, 73.4 FEET SOUTH-SOUTHWEST
 JX0552'OF RM NO. 1, 93.4 FEET SOUTHEAST OF RM NO. 2, ABOUT 450 FEET
 JX0552'SOUTHEAST OF AN OLD FRAME HOUSE AND SET IN THE TOP OF A CONCRETE
 JX0552'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2996 ***********************************************************************
 HX2996  DESIGNATION -  WEST
 HX2996  PID         -  HX2996
 HX2996  STATE/COUNTY-  WV/ROANE
 HX2996  USGS QUAD   -  SPENCER (1986)
 HX2996
 HX2996                         *CURRENT SURVEY CONTROL
 HX2996  ___________________________________________________________________
 HX2996* NAD 83(1995)-  38 45 02.09358(N)    081 18 13.02698(W)     ADJUSTED  
 HX2996* NAVD 88     -       378.3    (meters)    1241.     (feet)  VERTCON   
 HX2996  ___________________________________________________________________
 HX2996  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 HX2996  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HX2996
 HX2996  HORZ ORDER  -  FIRST
 HX2996
 HX2996.The horizontal coordinates were established by classical geodetic methods
 HX2996.and adjusted by the National Geodetic Survey in April 1998..
 HX2996
 HX2996.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2996
 HX2996.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2996
 HX2996.The geoid height was determined by GEOID03.
 HX2996
 HX2996;                    North         East     Units Scale Factor Converg.
 HX2996;SPC WV S     -   194,343.390   573,607.245   MT  0.99997441   -0 11 15.7
 HX2996;UTM  17      - 4,289,142.698   473,617.053   MT  0.99960857   -0 11 24.2
 HX2996
 HX2996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2996!SPC WV S     -   0.99994588  x   0.99997441  =   0.99992029
 HX2996!UTM  17      -   0.99994588  x   0.99960857  =   0.99955447
 HX2996
 HX2996:                Primary Azimuth Mark                     Grid Az
 HX2996:SPC WV S     -  DESERT KNOB                              094 27 18.3
 HX2996:UTM  17      -  DESERT KNOB                              094 27 26.8
 HX2996
 HX2996|---------------------------------------------------------------------|
 HX2996| PID    Reference Object                     Distance      Geod. Az  |
 HX2996|                                                           dddmmss.s |
 HX2996| HX2970 DESERT KNOB                         APPROX.12.0 KM 0941602.6 |
 HX2996| DC4967 WEST AZ MK                                         2315947.6 |
 HX2996| DC4968 WEST AZ MK RESET                                   2320630.2 |
 HX2996| DC4969 WEST RM 1                            36.575 METERS 25948     |
 HX2996| DC4970 WEST RM 2                            29.608 METERS 32332     |
 HX2996|---------------------------------------------------------------------|
 HX2996
 HX2996                          SUPERSEDED SURVEY CONTROL
 HX2996
 HX2996  NAD 83(1986)-  38 45 02.09996(N)    081 18 13.03363(W) AD(       ) 1
 HX2996  NAD 27      -  38 45 01.77800(N)    081 18 13.60300(W) AD(       ) 1
 HX2996  NGVD 29 (07/19/86)  378.5    (m)         1242.     (f) VERT ANG       
 HX2996
 HX2996.Superseded values are not recommended for survey control.
 HX2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2996.See file dsdata.txt to determine how the superseded data were derived.
 HX2996
 HX2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC7361789143(NAD 83)
 HX2996_MARKER: DS = TRIANGULATION STATION DISK
 HX2996_SETTING: 0 = UNSPECIFIED SETTING
 HX2996
 HX2996  HISTORY     - Date     Condition        Report By
 HX2996  HISTORY     - 1944     MONUMENTED       CGS
 HX2996  HISTORY     - 1956     GOOD             CGS
 HX2996  HISTORY     - 1961     GOOD             CGS
 HX2996
 HX2996                          STATION DESCRIPTION
 HX2996
 HX2996'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2996'STATION IS LOCATED ABOUT
 HX2996'6.5 MILES BY ROAD
 HX2996'SE OF SPENCER, ABOUT 100 YARDS NE OF A LONE
 HX2996'APPLE TREE, 98 FEET SW OF FENCE AT
 HX2996'R.M. 2, 95 FEET S OF A FENCE
 HX2996'CORNER SURROUNDING TWO HAYSTACKS, AND 53 FEET W OF A
 HX2996'FENCE SURROUNDING
 HX2996'TWO OTHER HAYSTACKS.  THE MARK IS SET AT THE HIGHEST
 HX2996'POINT OF A MEADOW,
 HX2996'THE NE SLOPE OF WHICH IS TIMBER-COVERED.  THE
 HX2996'LAND IS OWNED BY MR. L.E. WEST WHO
 HX2996'LIVES ON THE PUBLIC ROAD ABOUT
 HX2996'0.5 MILE S OF THE STATION.
 HX2996'
 HX2996'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AT THE
 HX2996'END OF A 4-INCH
 HX2996'DRAINAGE PIPE WHICH WAS SET FLUSH WITH THE GROUND.
 HX2996'
 HX2996'THE UNDERGROUND DISK WAS SET IN CONCRETE DIRECTLY UNDER THE
 HX2996'PIPE.  STAMPED WEST 1944.
 HX2996'
 HX2996'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 4-INCH
 HX2996'DRAINAGE PIPE
 HX2996'PROJECTING ABOUT 8 INCHES.  IT IS STAMPED WEST
 HX2996'NO 1 1944.
 HX2996'
 HX2996'REFERENCE MARK 2 IS IN FENCE LINE.  IT IS A BRONZE REFERENCE
 HX2996'DISK SET IN
 HX2996'CONCRETE AT THE END OF A 4-INCH DRAINAGE PIPE PROJECTING
 HX2996'ABOUT 8 INCHES.  IT IS STAMPED
 HX2996'WEST NO 2 1944.
 HX2996'
 HX2996'AZIMUTH MARK IS ON THE W SLOPE NEAR THE TOP CENTER OF THE
 HX2996'RIDGE, 19 FEET WSW
 HX2996'OF A 6-INCH HICKORY TREE, AND 9 FEET NE OF A
 HX2996'WITNESS POST.  IT IS A BRONZE AZIMUTH
 HX2996'DISK SET IN A DRILL HOLE
 HX2996'IN BEDROCK AND IS STAMPED WEST 1944.
 HX2996'
 HX2996'TO REACH THE STATION FROM THE PUBLIC SQUARE IN THE VILLAGE
 HX2996'OF SPENCER, GO S
 HX2996'ON U.S. HIGHWAY 119 FOR 0.75 MILE TO THE JUNCTION
 HX2996'OF STATE HIGHWAY 36, TURN LEFT AND
 HX2996'FOLLOW HIGHWAY 36 FOR 3.3 MILES
 HX2996'TO A DIRT T-ROAD RIGHT CROSSING A CONCRETE BRIDGE.
 HX2996'TURN RIGHT AND
 HX2996'FOLLOW THE DIRT ROAD FOR 2.0 MILES TO THE HOME OF MR. L.E. WEST ON
 HX2996'THE RIGHT AND END
 HX2996'OF TRUCK TRAVEL.  FROM HERE PACK UP A SLEDGE
 HX2996'ROAD OPPOSITE THE HOUSE TO THE TOP,
 HX2996'THEN BEAR LEFT AND FOLLOW
 HX2996'THE TOP OF THE RIDGE FOR ABOUT 0.35 MILE TO THE
 HX2996'HIGHEST POINT
 HX2996'AND STATION, A TOTAL DISTANCE OF 1/2 MILE.
 HX2996'
 HX2996'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 HX2996
 HX2996                          STATION RECOVERY (1956)
 HX2996
 HX2996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2996'THE STATION WAS RECOVERED AS DESCRIBED BY F.N. IN 1944 AND ALL MARKS
 HX2996'WERE FOUND IN GOOD
 HX2996'CONDITION.  A DIFFERENCE WAS FOUND IN THE DIRECTION AND DISTANCE TO
 HX2996'THE REFERENCE MARKS AS SHOWN
 HX2996'BELOW.
 HX2996'
 HX2996'DUE TO A NEW ROAD LEADING TO THE STATION A NEW TO-REACH FOLLOWS.
 HX2996'
 HX2996'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 33 AND STATE
 HX2996'HIGHWAY 119 AND 14 IN SPENCER, GO
 HX2996'SOUTH ON STATE HIGHWAY 119 FOR 0.75 MILE TO THE JUNCTION OF STATE
 HX2996'HIGHWAY 36.  TURN LEFT AND GO
 HX2996'EASTERLY ON STATE HIGHWAY 36 FOR 3 MILES TO A SIDE ROAD RIGHT,
 HX2996'TURN RIGHT AND GO SOUTHERLY ON GRAVEL
 HX2996'ROAD FOR 1.85 MILES TO MR. WESTS FARM HOME ON
 HX2996'RIGHT, CONTINUE SOUTH ON GRAVEL ROAD FOR 0.05 MILE TO A
 HX2996'REVERSE FORK ON LEFT.  TURN
 HX2996'SHARP LEFT AND GO EASTERLY ON A GRADED ROAD UP HILL FOR 0.2 MILE TO A
 HX2996'GATE AT TOP OF HILL, PASS THROUGH
 HX2996'GATE AND GO NORTHEAST ON TRACK ROAD FOR 0.1 MILE TO A GATE AND LARGE
 HX2996'OAK TREE ON RIGHT. PASS THROUGH GATE
 HX2996'AND CONTINUE NORTHEAST ON TRACK ROAD FOLLOWING
 HX2996'RIDGE AND THEN A GRADED ROAD ALONG SIDE OF HILL FOR 0.4
 HX2996'MILE TO AZIMUTH MARK ON RIGHT AT
 HX2996'TOP OF HILL.  CONTINUE EASTERLY ON TRACK ROAD FOR 0.1 MILE TO GATE
 HX2996'AND FIELD, PASS THROUGH GATE AND
 HX2996'GO EASTERLY FOR 0.1 MILE TO STATION AND HIGHEST POINT IN FIELD.
 HX2996
 HX2996                          STATION RECOVERY (1961)
 HX2996
 HX2996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2996'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 HX2996'NO. 2 WERE
 HX2996'RECOVERED AS DESCRIBED IN 1956.  AZIMUTH MARK WAS NOT
 HX2996'RECOVERED, THEREFORE A NEW
 HX2996'AZIMUTH MARK WAS ESTABLISHED.
 HX2996'
 HX2996'A CHECK WAS MADE FOR DISTANCE AND DIRECTION OF REFERENCE MARKS AND
 HX2996'WERE FOUND TO BE
 HX2996'CORRECT.  1961 OBSERVATIONS ARE SHOWN BELOW.
 HX2996'
 HX2996'DUE TO ROAD CHANGE A NEW TO REACH FOLLOWS-
 HX2996'
 HX2996'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 14 AND
 HX2996'US HIGHWAY NO. 33
 HX2996'AND 119 IN SPENCER, GO SOUTH ON US HIGHWAY NO. 119
 HX2996'FOR 0.75 MILE TO THE JUNCTION OF
 HX2996'STATE HIGHWAY NO. 36.  TURN LEFT ON
 HX2996'STATE HIGHWAY NO. 36 AND GO EASTERLY FOR 3.0 MILES
 HX2996'TO A SIDE ROAD RIGHT,
 HX2996'TURN RIGHT AND GO SOUTHERLY ON GRAVEL ROAD FOR 1.9 MILES TO A
 HX2996'REVERSED FORK ON
 HX2996'THE LEFT.  TURN SHARP LEFT AND GO EASTERLY ON GRADED ROAD UP HILL
 HX2996'FOR 0.2 MILE TO A SIDE
 HX2996'ROAD AND GATE AT TOP OF HILL.  PASS THROUGH GATE
 HX2996'AND CONTINUE NORTHEASTERLY ON BLADED ROAD
 HX2996'FOR 0.1 MILE TO A LARGE OAK TREE
 HX2996'AND GATE.  PASS THROUGH GATE AND GO NORTH AND EAST ON BLADED
 HX2996'ROAD ALONG TOP OF RIDGE
 HX2996'AND SIDE OF HILL FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 HX2996'CONTINUE EASTERLY ON BLADED
 HX2996'ROAD FOR .05 MILE TO A GATE.  PASS THROUGH
 HX2996'GATE AND GO EASTERLY TO THE HIGHEST POINT OF
 HX2996'HILL AND STATION.
 HX2996'
 HX2996'AZIMUTH MARK IS MARKED BY A STANDARD DISK CEMENTED FLUSH IN DRILLHOLE
 HX2996'IN OUTCROPPING
 HX2996'ROCK AND THE DISK IS STAMPED WEST 1944 RESET 1961.
 HX2996'IT IS 20 FEET EAST OF AN 8 INCH
 HX2996'HICKORY TREE AND 5.9 FEET NORTH OF METAL
 HX2996'WITNESS POST WITH SIGN.  AZIMUTH MARK IS VISIBLE
 HX2996'FROM THE GROUND.
 HX2996'
 HX2996'OBSERVATION WERE TAKEN FROM A 77 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3174 ***********************************************************************
 KY3174  DESIGNATION -  WEST ALEXANDER
 KY3174  PID         -  KY3174
 KY3174  STATE/COUNTY-  WV/OHIO
 KY3174  USGS QUAD   -  VALLEY GROVE (1981)
 KY3174
 KY3174                         *CURRENT SURVEY CONTROL
 KY3174  ___________________________________________________________________
 KY3174* NAD 83(1995)-  40 05 48.46277(N)    080 31 39.78586(W)     ADJUSTED  
 KY3174* NAVD 88     -       436.5    (meters)    1432.     (feet)  VERTCON   
 KY3174  ___________________________________________________________________
 KY3174  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 KY3174  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY3174
 KY3174  HORZ ORDER  -  SECOND
 KY3174
 KY3174.The horizontal coordinates were established by classical geodetic methods
 KY3174.and adjusted by the National Geodetic Survey in April 1998..
 KY3174
 KY3174.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3174
 KY3174.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3174
 KY3174.The geoid height was determined by GEOID03.
 KY3174
 KY3174;                    North         East     Units Scale Factor Converg.
 KY3174;SPC WV N     -   177,777.432   512,367.364   MT  0.99997445   -0 39 19.6
 KY3174;SPC PA S     -    88,495.405   363,179.339   MT  0.99997847   -1 48 07.8
 KY3174;SPC PA S     -   290,338.67  1,191,530.88   sFT  0.99997847   -1 48 07.8
 KY3174;UTM  17      - 4,438,607.495   540,256.923   MT  0.99961995   +0 18 15.1
 KY3174
 KY3174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3174!SPC WV N     -   0.99993684  x   0.99997445  =   0.99991129
 KY3174!SPC PA S     -   0.99993684  x   0.99997847  =   0.99991531
 KY3174!UTM  17      -   0.99993684  x   0.99961995  =   0.99955681
 KY3174
 KY3174:                Primary Azimuth Mark                     Grid Az
 KY3174:SPC WV N     -  W ALEXANDER UP CHURCH SPIRE              060 55 10.0
 KY3174:SPC PA S     -  W ALEXANDER UP CHURCH SPIRE              062 03 58.2
 KY3174:UTM  17      -  W ALEXANDER UP CHURCH SPIRE              059 57 35.3
 KY3174
 KY3174|---------------------------------------------------------------------|
 KY3174| PID    Reference Object                     Distance      Geod. Az  |
 KY3174|                                                           dddmmss.s |
 KY3174| KY3179 W ALEXANDER UP CHURCH SPIRE         APPROX. 1.8 KM 0601550.4 |
 KY3174| KY3175 LINE                                APPROX. 0.7 KM 0922337.1 |
 KY3174| CX4814 WEST ALEXANDER RM 1                  12.232 METERS 16221     |
 KY3174| CX4815 WEST ALEXANDER RM 2                  13.030 METERS 22202     |
 KY3174| KY3215 BRIDGEPORT TV STA WTRF OLD TWR      APPROX.19.5 KM 2582536.1 |
 KY3174|---------------------------------------------------------------------|
 KY3174
 KY3174                          SUPERSEDED SURVEY CONTROL
 KY3174
 KY3174  NAD 83(1986)-  40 05 48.46861(N)    080 31 39.79291(W) AD(       ) 2
 KY3174  NAD 27      -  40 05 48.21350(N)    080 31 40.54390(W) AD(       ) 2
 KY3174  NGVD 29 (07/19/86)  436.6    (m)         1432.     (f) VERT ANG       
 KY3174
 KY3174.Superseded values are not recommended for survey control.
 KY3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3174.See file dsdata.txt to determine how the superseded data were derived.
 KY3174
 KY3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE4025738607(NAD 83)
 KY3174_MARKER: DD = SURVEY DISK
 KY3174_SETTING: 80 = SET IN A BOULDER
 KY3174_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 KY3174
 KY3174  HISTORY     - Date     Condition        Report By
 KY3174  HISTORY     - 1960     MONUMENTED       USGS
 KY3174  HISTORY     - 1963     GOOD             CGS
 KY3174
 KY3174                          STATION DESCRIPTION
 KY3174
 KY3174'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JCC)
 KY3174'STATION IS LOCATED ON A HIGH HILL ABOUT 1 MILE SOUTHWEST OF WEST
 KY3174'ALEXANDER, 1/2 MILE WEST OF THE PENNSYLVANIA AND WEST VIRGINIA
 KY3174'STATE LINE AND ON PROPERTY OWNED BY MR. JESSE PARK.
 KY3174'
 KY3174'TO REACH THE STATION FROM THE POST OFFICE IN WEST ALEXANDER, GO
 KY3174'WEST ON MAIN STREET FOR 0.05 MILE TO A Y-INTERSECTION.  KEEP LEFT
 KY3174'ON MAIN ROAD ALONG THE TOP OF THE RIDGE FOR 0.55 MILE TO A SIDE
 KY3174'ROAD LEFT. CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 0.3 MILE TO A
 KY3174'FORK.  KEEP LEFT FORK ON GRAVELED ROAD FOR 0.1 MILE TO A LARGE
 KY3174'WHITE BARN ON THE RIGHT AND THE STATION IS LOCATED ON THE KNOLL
 KY3174'ABOUT 300 FEET WEST OF THE BARN AS DESCRIBED.
 KY3174'
 KY3174'THE STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY DISK CEMENTED
 KY3174'IN TOP OF A 4 BY 4 INCH GRANITE ROCK WHICH PROJECTS ABOUT 7 INCHES
 KY3174'ABOVE THE SURFACE OF THE GROUND.  IT IS 36 FEET NORTH-NORTHEAST OF
 KY3174'A SOUTHEAST AND NORTHWEST FENCE LINE, 97 FEET WEST-NORTHWEST OF A
 KY3174'TELEPHONE LINE POLE NUMBER 38 AND 36 FEET NORTH-NORTHEAST OF A
 KY3174'FENCE CORNER.
 KY3174'
 KY3174'REFERENCE MARK 1, A STANDARD DISK STAMPED WEST ALEXANDER NO 1
 KY3174'1960, CEMENTED IN A DRILL HOLE IN A OUTCROPPING BEDROCK WHICH IS
 KY3174'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 83 FEET WEST OF THE
 KY3174'TELEPHONE NUMBER 38, 1 FOOT SOUTH OF EASTWEST FENCE LINE, 18 FEET
 KY3174'EAST OF A FENCE CORNER AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 KY3174'
 KY3174'REFERENCE MARK 2, A STANDARD DISK STAMPED WEST ALEXANDER NO 2
 KY3174'1960, CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BEDROCK WHICH IS
 KY3174'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 124 FEET WEST OF THE
 KY3174'TELEPHONE POLE NUMBER 38, 2 FEET NORTH OF EAST-WEST FENCE LINE, 23
 KY3174'FEET WEST OF THE FENCE CORNER AND IS ABOUT 1 FOOT LOWER THAN THE
 KY3174'STATION.
 KY3174'
 KY3174'NO AZIMUTH MARK WAS SET FOR THIS STATION AS STATION HOGE, LINE ARE
 KY3174'VISIBLE FROM THE GROUND.
 KY3174'
 KY3174'A TRAVERSE CONNECTION WAS MADE TO BENCH MARK A 115 1935, 997.460 M.
 KY3174'
 KY3174'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 KY3174
 KY3174                          STATION RECOVERY (1963)
 KY3174
 KY3174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3174'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KY3174'THE DISTANCE TO THE MARKS
 KY3174'CHECKED.  THE DIRECTION TO REFERENCE MARK 1 CHECKED, BUT THE
 KY3174'DIRECTION TO REFERENCE MARK 2 WAS
 KY3174'FOUND TO BE 1 MINUTE AND 12 SECONDS SMALLER THAN THE PREVIOUS
 KY3174'DIRECTION.  STATION LINE 1960 WAS HELD
 KY3174'FOR A CHECK ANGLE AND AZIMUTH.  THE PREVIOUS
 KY3174'DESCRIPTION IS ADEQUATE BUT NO TO REACH WAS FOUND AND IT
 KY3174'FOLLOWS.
 KY3174'
 KY3174'TO REACH FROM THE POST OFFICE IN WEST ALEXANDER, GO EST ON MAIN
 KY3174'STREET FOR 0.05 MILE TO
 KY3174'FORK.  TAKE LEFT FORK AND GO WESTERLY ON A PAVED ROAD FOR 0.55 MILE
 KY3174'TO A SIDE ROAD LEFT.  CONTINUE
 KY3174'WESTERLY ON THE PAVED ROAD FOR 0.25 MILE TO A DRIVE-WAY ON THE LEFT
 KY3174'LEADING TO A FARM HOUSE ON A HILL. TURN
 KY3174'LEFT AND GO SOUTHERLY ON THE GRAVELED DRIVE-WAY
 KY3174'FOR 0.2 MILE TO A HOUSE ON THE LEFT AND A BARN ON THE
 KY3174'RIGHT.  THE STATION IS ABOUT 300
 KY3174'FEET WEST OF THE BARN.
 KY3174'
 KY3174'NO MEASUREMENT BETWEEN RMS FENCE ON LINE
 KY3174'
 KY3174'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2193 ***********************************************************************
 HY2193  DESIGNATION -  WEST COLUMBIA CATV MAST
 HY2193  PID         -  HY2193
 HY2193  STATE/COUNTY-  WV/MASON
 HY2193  USGS QUAD   -  CHESHIRE (1989)
 HY2193
 HY2193                         *CURRENT SURVEY CONTROL
 HY2193  ___________________________________________________________________
 HY2193* NAD 83(1995)-  38 58 30.40989(N)    082 04 22.90062(W)     ADJUSTED  
 HY2193* NAVD 88     -                                                        
 HY2193  ___________________________________________________________________
 HY2193  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 HY2193  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HY2193
 HY2193  HORZ ORDER  -  THIRD
 HY2193
 HY2193.The horizontal coordinates were established by classical geodetic methods
 HY2193.and adjusted by the National Geodetic Survey in April 1998..
 HY2193
 HY2193
 HY2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2193
 HY2193.The geoid height was determined by GEOID03.
 HY2193
 HY2193;                    North         East     Units Scale Factor Converg.
 HY2193;SPC WV S     -   219,764.316   507,015.034   MT  1.00002085   -0 39 48.0
 HY2193;UTM  17      - 4,314,562.430   407,050.942   MT  0.99970638   -0 40 29.9
 HY2193
 HY2193                          SUPERSEDED SURVEY CONTROL
 HY2193
 HY2193  NAD 83(1995)-  38 58 30.41455(N)    082 04 22.90634(W) AD(       ) 4
 HY2193  NAD 83(1986)-  38 58 30.41793(N)    082 04 22.90323(W) AD(       ) 4
 HY2193  NAD 27      -  38 58 30.13235(N)    082 04 23.39378(W) AD(       ) 3
 HY2193
 HY2193.Superseded values are not recommended for survey control.
 HY2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2193.See file dsdata.txt to determine how the superseded data were derived.
 HY2193
 HY2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0705114562(NAD 83)
 HY2193_MARKER: 42 = RADIO/TV MAST
 HY2193
 HY2193  HISTORY     - Date     Condition        Report By
 HY2193  HISTORY     - 1976     FIRST OBSERVED   NGS
 HY2193
 HY2193                          STATION DESCRIPTION
 HY2193
 HY2193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2193'THE STATION, WEST COLUMBIA CABLE TELEVISION MAST, IS THE LIGHT
 HY2193'ATOP A TRIANGULAR STEEL, GUYED, MAST THAT IS PAINTED ORANGE AND
 HY2193'WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 290 FEET AND IS
 HY2193'OWNED BY THE POINT VIEW CABLE SYSTEMS INCORPORATED, A DIVISION
 HY2193'OF THE MIDWEST CORPORATION.
 HY2193'
 HY2193'TO REACH THE STATION FROM THE POST OFFICE IN WEST COLUMBIA, GO
 HY2193'SOUTHWEST ON STATE HIGHWAY 62 FOR 1.4 MILES TO A SIDE ROAD
 HY2193'LEFT.  TURN LEFT AND FOLLOW A GRAVELED ROAD, UPHILL, FOR 0.5
 HY2193'MILE TO THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3170 ***********************************************************************
 KY3170  DESIGNATION -  WEST LIBERTY
 KY3170  PID         -  KY3170
 KY3170  STATE/COUNTY-  WV/BROOKE
 KY3170  USGS QUAD   -  BETHANY (1981)
 KY3170
 KY3170                         *CURRENT SURVEY CONTROL
 KY3170  ___________________________________________________________________
 KY3170* NAD 83(1995)-  40 10 51.90913(N)    080 36 02.67848(W)     ADJUSTED  
 KY3170* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 KY3170  ___________________________________________________________________
 KY3170  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 KY3170  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY3170
 KY3170  HORZ ORDER  -  THIRD
 KY3170
 KY3170.The horizontal coordinates were established by classical geodetic methods
 KY3170.and adjusted by the National Geodetic Survey in April 1998..
 KY3170
 KY3170.The orthometric height was scaled from a topographic map.
 KY3170
 KY3170.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3170
 KY3170.The geoid height was determined by GEOID03.
 KY3170
 KY3170;                    North         East     Units Scale Factor Converg.
 KY3170;SPC WV N     -   187,209.722   506,255.499   MT  0.99998762   -0 42 07.3
 KY3170;UTM  17      - 4,447,932.705   533,990.221   MT  0.99961422   +0 15 27.4
 KY3170
 KY3170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3170!SPC WV N     -   0.99994009  x   0.99998762  =   0.99992771
 KY3170!UTM  17      -   0.99994009  x   0.99961422  =   0.99955433
 KY3170
 KY3170|---------------------------------------------------------------------|
 KY3170| PID    Reference Object                     Distance      Geod. Az  |
 KY3170|                                                           dddmmss.s |
 KY3170| CX4817 WEST LIBERTY RM 2                    54.623 METERS 01024     |
 KY3170| CX4771 WEST LIBERTY RM 1                    65.310 METERS 09755     |
 KY3170| CX4816 WEST LIBERTY AZ MK                                 1354401.2 |
 KY3170| KY3215 BRIDGEPORT TV STA WTRF OLD TWR      APPROX.18.5 KM 2241020.1 |
 KY3170| KY3171 WEST LIBERTY AZ MK 2                APPROX. 0.8 KM 2913403.0 |
 KY3170|---------------------------------------------------------------------|
 KY3170
 KY3170                          SUPERSEDED SURVEY CONTROL
 KY3170
 KY3170  NAD 83(1986)-  40 10 51.91495(N)    080 36 02.68507(W) AD(       ) 3
 KY3170  NAD 27      -  40 10 51.65960(N)    080 36 03.42620(W) AD(       ) 3
 KY3170
 KY3170.Superseded values are not recommended for survey control.
 KY3170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3170.See file dsdata.txt to determine how the superseded data were derived.
 KY3170
 KY3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE3399047933(NAD 83)
 KY3170_MARKER: DB = BENCH MARK DISK
 KY3170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3170
 KY3170  HISTORY     - Date     Condition        Report By
 KY3170  HISTORY     - 1963     MONUMENTED       USGS
 KY3170  HISTORY     - 1964     GOOD             CGS
 KY3170  HISTORY     - 1977     GOOD             NGS
 KY3170  HISTORY     - 1978     GOOD             NGS
 KY3170  HISTORY     - 1982     SEE DESCRIPTION  OHPCO
 KY3170  HISTORY     - 1982     SEE DESCRIPTION  LOCENG
 KY3170  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KY3170
 KY3170                          STATION DESCRIPTION
 KY3170
 KY3170'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 KY3170'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHEAST OF WHEELING, 3
 KY3170'MILES SOUTHWEST OF BETHANY, 1 MILE NORTHWEST OF WEST LIBERTY, 3/4
 KY3170'MILE NORTH OF WEST LIBERTY STATE COLLEGE AND ON THE PROPERTY OF
 KY3170'MR. RALPH WILSON.  IT IS 42 FEET SOUTHWEST OF THE NORTHEAST SLOPE
 KY3170'OF HILL, 175 FEET SOUTHWEST OF THE CENTERLINE OF A PAVED ROAD.
 KY3170'THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS A STANDARD USGS BENCH
 KY3170'MARK DISK AND IT IS NOT STAMPED.
 KY3170'
 KY3170'TO REACH THE STATION FROM THE POST OFFICE IN WEST LIBERTY, GO
 KY3170'NORTHERLY ON APPLE PIE RIDGE B ROAD FOR 0.65 MILE TO THE AZIMUTH
 KY3170'MARK ON THE LEFT.  CONTINUE NORTH ON PAVED ROAD FOR 0.2 MILE TO A
 KY3170'FARM ROAD RIGHT.  CONTINUE 0.15 MILE TO A POINT WHERE THE STATION
 KY3170'IS 175 FEET SOUTH OF THE CENTERLINE OF PAVED ROAD.
 KY3170'
 KY3170'REFERENCE MARK 1 IS 18 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KY3170'PAVED ROAD, 42 FEET WEST OF A TELEPHONE POLE AND IS SET IN A FENCE
 KY3170'LINE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 KY3170'WEST LIBERTY NO 1 1963.
 KY3170'
 KY3170'REFERENCE MARK 2 IS 1 FOOT SOUTH OF WITNESS POST, 1 FOOT WEST OF A
 KY3170'WIRE FENCE, 18 FEET WEST OF THE CENTERLINE OF A PAVED ROAD AND 54
 KY3170'FEET WEST OF A TELEPHONE POLE. THE MONUMENT PROJECTS 2 INCHES AND
 KY3170'THE DISK IS STAMPED WEST LIBERTY NO 2 1963.
 KY3170'
 KY3170'THE AZIMUTH MARK IS 20 FEET WEST OF THE CENTERLINE OF THE PAVED
 KY3170'ROAD, 1 FOOT EAST OF A WIRE FENCE AND 3 FEET NORTH OF A WITNESS
 KY3170'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED WEST
 KY3170'LIBERTY 1963.
 KY3170'
 KY3170'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KY3170
 KY3170                          STATION RECOVERY (1964)
 KY3170
 KY3170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ETO)
 KY3170'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 KY3170'PREVIOUS DESCRIPTION BY V.B.M., 1963 IS ADEQUATE AND COMPLETE FOR
 KY3170'LOCATING THE STATION.
 KY3170
 KY3170                          STATION RECOVERY (1977)
 KY3170
 KY3170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 KY3170'STATION, RM 1, RM 2 RECOVERED AS DESCRIBED.
 KY3170'
 KY3170'AZI MARK NOT SEARCHED FOR.
 KY3170'
 KY3170'NOTE--FROM STATION MARK, A TRANSMISSION TOWER IS IN RANGE WITH THE
 KY3170'CENTER OF A HOUSE AND BARN TO THE SOUTH OF THE STATION.
 KY3170'
 KY3170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NW OF
 KY3170'WEST LIBERTY.
 KY3170
 KY3170                          STATION RECOVERY (1978)
 KY3170
 KY3170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RGP)
 KY3170'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KY3170'CONDITION.  THE AZIMUTH MARK WAS IN THE AREA OF THE CONSTRUCTION OF A
 KY3170'NEW HOUSE.  A NEW AZIMUTH MARK NUMBER 2 WAS ESTABLISHED AND THEN THE
 KY3170'OLD AZIMUTH MARK WAS DESTROYED.  THE DISTANCES AND DIRECTIONS TO THE
 KY3170'REFERENCE MARKS ARE VERY HARD TO OBTAIN DUE TO THE CREST OF THE HILL.
 KY3170'
 KY3170'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KY3170'
 KY3170'THE STATION IS LOCATED 9-1/2 MILES NORTHEAST OF WHEELING, 3 MILES
 KY3170'SOUTHWEST OF BETHANY, 3/4 MILE NORTH OF WEST LIBERTY AND ON PROPERTY
 KY3170'OWNED BY MR. RALPH WILSON.
 KY3170'
 KY3170'TO REACH THE STATION FROM THE POST OFFICE IN WEST LIBERTY, GO
 KY3170'NORTHWEST ON APPLE PIE RIDGE ROAD FOR 1.05 MILE TO A HILL ON THE LEFT
 KY3170'AND THE STATION ATOP THE HILL.
 KY3170'
 KY3170'THE STATION IS A STANDARD US GEOLOGICAL SURVEY DISK, UNSTAMPED
 KY3170'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM
 KY3170'(6 INCHES) ON SIDE PROJECTING 15 CM (6 INCHES) ABOVE THE GROUND
 KY3170'LOCATED 53.3 METERS (175 FEET) S FROM THE CENTER OF APPLE PIE RIDGE
 KY3170'ROAD, 7.25 METERS (23.8 FEET) SE FROM A 10 FOOT HIGH WOODEN CROSS,
 KY3170'AND 0.61 METER (2.0 FEET) S FROM A WITNESS POST.
 KY3170'
 KY3170'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 KY3170'NOS) DISK STAMPED---WEST LIBERTY NO 1 1963---SET INTO THE TOP OF A
 KY3170'ROUND CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 5 CM
 KY3170'(2 INCHES) ABOVE THE GROUND LOCATED 5.5 METERS (18 FEET) SW FROM THE
 KY3170'CENTER OF APPLE PIE RIDGE ROAD, 0.3 METER (1 FOOT) S FROM A FENCE
 KY3170'LINE, 12.8 METERS (42 FEET) W FROM A TELEPHONE POLE, AND 7.6 METERS
 KY3170'(25 FEET) LOWER THAN THE STATION.
 KY3170'
 KY3170'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 KY3170'NOS) DISK STAMPED---WEST LIBERTY NO 2 1963---SET INTO THE TOP OF A
 KY3170'ROUND CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 5 CM
 KY3170'(2 INCHES) ABOVE THE GROUND LOCATED 5.5 METERS (18 FEET) W FROM THE
 KY3170'CENTER OF APPLE PIE RIDGE ROAD, 0.3 METER (1 FOOT) S FROM A FENCE
 KY3170'LINE, AND 7.6 METERS (25 FEET) LOWER THAN THE STATION.
 KY3170'
 KY3170'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 KY3170'STAMPED---WEST LIBERTY 1963 AZ 2 1978---SET INTO THE TOP OF A ROUND
 KY3170'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 15 CM (6
 KY3170'INCHES) ABOVE THE GROUND LOCATED 3.51 METERS (11.5 FEET) NE FROM THE
 KY3170'SE LEG OF A HIGHLINE TOWER AND 2.1 METERS (7 FEET) SW FROM THE NE LEG
 KY3170'OF THE HIGHLINE TOWER.
 KY3170'
 KY3170'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON APPLE PIE
 KY3170'RIDGE ROAD FOR 0.6 MILE TO A TRACK ROAD ON THE LEFT JUST WEST OF A
 KY3170'ONE STORY HOUSE.  TURN LEFT AND GO SOUTH UPHILL ON THE TRACK ROAD FOR
 KY3170'0.1 MILE TO THE HIGHLINE TOWER AND THE AZIMUTH MARK AT THE EASTERLY
 KY3170'EDGE OF THE TOWER.
 KY3170
 KY3170                          STATION RECOVERY (1982)
 KY3170
 KY3170'RECOVERY NOTE BY OHIO POWER COMPANY 1982 (RAJ)
 KY3170'DESTROYED - TOP BROKEN IN 3 PIECES AND TABLET MISSING - BASE IS IN
 KY3170'BUT LOOSE.
 KY3170'
 KY3170'DISTANCE AND DIRECTION FROM NEAREST TOWN--N.W. OF W. LIBERTY, W.
 KY3170'VIRGINIA.
 KY3170
 KY3170                          STATION RECOVERY (1982)
 KY3170
 KY3170'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JC)
 KY3170'MONUMENT WAS FOUND LYING ON ITS SIDE - TOP WAS BROKEN OFF IN
 KY3170'SEVERAL PIECES - DISK WAS MISSING.
 KY3170'
 KY3170'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.75 MILES NORTH OF WEST
 KY3170'LIBERTY.
 KY3170
 KY3170                          STATION RECOVERY (2004)
 KY3170
 KY3170'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY3170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0551 ***********************************************************************
 JX0551  DESIGNATION -  WEST RM 1
 JX0551  PID         -  JX0551
 JX0551  STATE/COUNTY-  WV/WETZEL
 JX0551  USGS QUAD   -  WILEYVILLE (1976)
 JX0551
 JX0551                         *CURRENT SURVEY CONTROL
 JX0551  ___________________________________________________________________
 JX0551* NAD 83(1986)-  39 40 11.     (N)    080 39 34.     (W)     SCALED    
 JX0551* NAVD 88     -       480.416  (meters)    1576.16   (feet)  POSTED    
 JX0551  ___________________________________________________________________
 JX0551  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JX0551  DYNAMIC HT  -         480.140 (meters)    1575.26  (feet)  COMP
 JX0551  MODELED GRAV-     980,030.9   (mgal)                       NAVD 88
 JX0551
 JX0551  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JX0551
 JX0551.The horizontal coordinates were scaled from a topographic map and have
 JX0551.an estimated accuracy of +/- 6 seconds.
 JX0551
 JX0551.The orthometric height was determined by differential leveling
 JX0551.and adjusted by the National Geodetic Survey in 1992..
 JX0551.No vertical observational check was made to the station.
 JX0551.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JX0551.was located on a no-check spur therefore a value was not computed.
 JX0551
 JX0551.The geoid height was determined by GEOID03.
 JX0551
 JX0551.The dynamic height is computed by dividing the NAVD 88
 JX0551.geopotential number by the normal gravity value computed on the
 JX0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0551.degrees latitude (g = 980.6199 gals.).
 JX0551
 JX0551.The modeled gravity was interpolated from observed gravity values.
 JX0551
 JX0551;                    North         East    Units  Estimated Accuracy
 JX0551;SPC WV N     -   130,500.      500,520.      MT  (+/- 180 meters Scaled)
 JX0551
 JX0551                          SUPERSEDED SURVEY CONTROL
 JX0551
 JX0551  NGVD 29 (??/??/92)  480.574  (m)         1576.68   (f) ADJ UNCH    2 0
 JX0551
 JX0551.Superseded values are not recommended for survey control.
 JX0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0551.See file dsdata.txt to determine how the superseded data were derived.
 JX0551
 JX0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND292911(NAD 83)
 JX0551_MARKER: DD = SURVEY DISK
 JX0551_SETTING: 66 = SET IN ROCK OUTCROP
 JX0551_SP_SET: ROCK OUTCROP
 JX0551_STAMPING: NO 1 1957
 JX0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0551+STABILITY: POSITION/ELEVATION WELL
 JX0551
 JX0551  HISTORY     - Date     Condition        Report By
 JX0551  HISTORY     - 1957     MONUMENTED       USGS
 JX0551  HISTORY     - 1957     GOOD             NGS
 JX0551
 JX0551                          STATION DESCRIPTION
 JX0551
 JX0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0551'3.2 MI SW FROM SILVER HILL.
 JX0551'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE BRIDGE
 JX0551'OVER LAUREL RUN AND THE POST OFFICE AT SILVER HILL, THENCE
 JX0551'0.45 MILE SOUTH AND SOUTHWEST ALONG A DIRT ROAD, THENCE ABOUT
 JX0551'0.2 MILE SOUTH AND UPHILL TO THE TOP OF A PROMINENT BARE KNOLL,
 JX0551'73.4 FEET NORTH-NORTHEAST OF STATION MARK, 105 FEET EAST OF RM
 JX0551'NO. 2, SET IN THE TOP OF A ROCK OUTCROP AT A BREAK IN KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0550 ***********************************************************************
 JX0550  DESIGNATION -  WEST RM 2
 JX0550  PID         -  JX0550
 JX0550  STATE/COUNTY-  WV/WETZEL
 JX0550  USGS QUAD   -  WILEYVILLE (1976)
 JX0550
 JX0550                         *CURRENT SURVEY CONTROL
 JX0550  ___________________________________________________________________
 JX0550* NAD 83(1986)-  39 40 11.     (N)    080 39 34.     (W)     SCALED    
 JX0550* NAVD 88     -       480.490  (meters)    1576.41   (feet)  POSTED    
 JX0550  ___________________________________________________________________
 JX0550  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JX0550  DYNAMIC HT  -         480.210 (meters)    1575.49  (feet)  COMP
 JX0550  MODELED GRAV-     980,030.9   (mgal)                       NAVD 88
 JX0550
 JX0550  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JX0550
 JX0550.The horizontal coordinates were scaled from a topographic map and have
 JX0550.an estimated accuracy of +/- 6 seconds.
 JX0550
 JX0550.The orthometric height was determined by differential leveling
 JX0550.and adjusted by the National Geodetic Survey in 1992..
 JX0550.No vertical observational check was made to the station.
 JX0550.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JX0550.was located on a no-check spur therefore a value was not computed.
 JX0550
 JX0550.The geoid height was determined by GEOID03.
 JX0550
 JX0550.The dynamic height is computed by dividing the NAVD 88
 JX0550.geopotential number by the normal gravity value computed on the
 JX0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0550.degrees latitude (g = 980.6199 gals.).
 JX0550
 JX0550.The modeled gravity was interpolated from observed gravity values.
 JX0550
 JX0550;                    North         East    Units  Estimated Accuracy
 JX0550;SPC WV N     -   130,500.      500,520.      MT  (+/- 180 meters Scaled)
 JX0550
 JX0550                          SUPERSEDED SURVEY CONTROL
 JX0550
 JX0550  NGVD 29 (??/??/92)  480.648  (m)         1576.93   (f) ADJ UNCH    2 0
 JX0550
 JX0550.Superseded values are not recommended for survey control.
 JX0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0550.See file dsdata.txt to determine how the superseded data were derived.
 JX0550
 JX0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND292911(NAD 83)
 JX0550_MARKER: DD = SURVEY DISK
 JX0550_SETTING: 66 = SET IN ROCK OUTCROP
 JX0550_SP_SET: ROCK OUTCROP
 JX0550_STAMPING: NO 2 1957
 JX0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0550+STABILITY: POSITION/ELEVATION WELL
 JX0550
 JX0550  HISTORY     - Date     Condition        Report By
 JX0550  HISTORY     - 1957     MONUMENTED       USGS
 JX0550  HISTORY     - 1957     GOOD             NGS
 JX0550
 JX0550                          STATION DESCRIPTION
 JX0550
 JX0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0550'3.2 MI SW FROM SILVER HILL.
 JX0550'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE BRIDGE
 JX0550'OVER LAUREL RUN AND POST OFFICE AT SILVER HILL, THENCE 0.45 MILE
 JX0550'SOUTH AND SOUTHWEST ALONG A DIRT ROAD, THENCE ABOUT 0.2 MILE
 JX0550'SOUTH AND UPHILL TO THE TOP OF A PROMINENT BARE KNOLL, 93.4 FEET
 JX0550'NORTHWEST OF STATION MARK, ABOUT 355 FEET SOUTHEAST OF AN OLD
 JX0550'FRAME HOUSE, SET IN THE TOP OF A ROCK OUTCROP AT THE EDGE OF
 JX0550'BREAK IN HILL TOP, 105 FEET WEST OF RM NO. 1 AND SET IN A DRILL
 JX0550'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1962 ***********************************************************************
 JX1962  DESIGNATION -  WEST UNION RAD KQC 532 MAST
 JX1962  PID         -  JX1962
 JX1962  STATE/COUNTY-  WV/DODDRIDGE
 JX1962  USGS QUAD   -  WEST UNION (1987)
 JX1962
 JX1962                         *CURRENT SURVEY CONTROL
 JX1962  ___________________________________________________________________
 JX1962* NAD 83(1995)-  39 17 22.58008(N)    080 48 14.98566(W)     ADJUSTED  
 JX1962* NAVD 88     -                                                        
 JX1962  ___________________________________________________________________
 JX1962  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 JX1962  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JX1962
 JX1962  HORZ ORDER  -  THIRD
 JX1962
 JX1962.The horizontal coordinates were established by classical geodetic methods
 JX1962.and adjusted by the National Geodetic Survey in April 1998..
 JX1962
 JX1962
 JX1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1962
 JX1962.The geoid height was determined by GEOID03.
 JX1962
 JX1962;                    North         East     Units Scale Factor Converg.
 JX1962;SPC WV N     -    88,476.058   487,495.759   MT  0.99995787   -0 49 54.3
 JX1962;UTM  17      - 4,348,933.503   516,888.557   MT  0.99960351   +0 07 26.4
 JX1962
 JX1962                          SUPERSEDED SURVEY CONTROL
 JX1962
 JX1962  NAD 83(1986)-  39 17 22.58540(N)    080 48 14.99407(W) AD(       ) 4
 JX1962  NAD 27      -  39 17 22.28600(N)    080 48 15.60600(W) AD(       ) 3
 JX1962
 JX1962.Superseded values are not recommended for survey control.
 JX1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1962.See file dsdata.txt to determine how the superseded data were derived.
 JX1962
 JX1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1688948934(NAD 83)
 JX1962_MARKER: 42 = RADIO/TV MAST
 JX1962
 JX1962  HISTORY     - Date     Condition        Report By
 JX1962  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX1962
 JX1962                          STATION DESCRIPTION
 JX1962
 JX1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1962'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A
 JX1962'SLENDER GUYED
 JX1962'STEEL STRUCTURE PAINTED IN ALTERNATE SECTION OF INTERNATIONAL ORANGE
 JX1962'AND WHITE WITH A SMALL ANTENNA
 JX1962'ON TOP.  THE STRUCTURE IS 140 FEET HIGH AND HAS A
 JX1962'SMALL METAL BUILDING AT ITS BASE WITH A CYCLONE
 JX1962'FENCE AROUND IT.  THE MAST IS OWNED
 JX1962'AND OPERATED BY THE UNION CARBIDE CORPORATION.
 JX1962'
 JX1962'A TRAVERSE CONNECTION WAS MADE FROM STATION UNION, THE DISTANCE BEING
 JX1962'18.40 FT., 5.610 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2001 ***********************************************************************
 JX2001  DESIGNATION -  WEST USGS 1963
 JX2001  PID         -  JX2001
 JX2001  STATE/COUNTY-  WV/WETZEL
 JX2001  USGS QUAD   -  WILEYVILLE (1976)
 JX2001
 JX2001                         *CURRENT SURVEY CONTROL
 JX2001  ___________________________________________________________________
 JX2001* NAD 83(1995)-  39 40 10.75436(N)    080 39 33.85972(W)     ADJUSTED  
 JX2001* NAVD 88     -       483.96   (+/-2cm)    1587.8    (feet)  VERTCON   
 JX2001  ___________________________________________________________________
 JX2001  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 JX2001  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JX2001
 JX2001  HORZ ORDER  -  SECOND
 JX2001  VERT ORDER  -  THIRD ? (See Below)
 JX2001
 JX2001.The horizontal coordinates were established by classical geodetic methods
 JX2001.and adjusted by the National Geodetic Survey in April 1998..
 JX2001
 JX2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2001.The vertical order pertains to the NGVD 29 superseded value.
 JX2001
 JX2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2001
 JX2001.The geoid height was determined by GEOID03.
 JX2001
 JX2001;                    North         East     Units Scale Factor Converg.
 JX2001;SPC WV N     -   130,493.779   500,527.079   MT  0.99994103   -0 44 22.0
 JX2001;UTM  17      - 4,391,148.518   529,212.692   MT  0.99961051   +0 13 02.7
 JX2001
 JX2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2001!SPC WV N     -   0.99992931  x   0.99994103  =   0.99987034
 JX2001!UTM  17      -   0.99992931  x   0.99961051  =   0.99953985
 JX2001
 JX2001                          SUPERSEDED SURVEY CONTROL
 JX2001
 JX2001  NAD 83(1986)-  39 40 10.76044(N)    080 39 33.86685(W) AD(       ) 2
 JX2001  NAD 27      -  39 40 10.46680(N)    080 39 34.54190(W) AD(       ) 2
 JX2001  NGVD 29 (07/19/86)  484.11   (m)         1588.3    (f) LEVELING    3  
 JX2001
 JX2001.Superseded values are not recommended for survey control.
 JX2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2001.See file dsdata.txt to determine how the superseded data were derived.
 JX2001
 JX2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND2921391149(NAD 83)
 JX2001_MARKER: DS = TRIANGULATION STATION DISK
 JX2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2001+STABILITY: SURFACE MOTION
 JX2001
 JX2001  HISTORY     - Date     Condition        Report By
 JX2001  HISTORY     - 1963     MONUMENTED       USGS
 JX2001
 JX2001                          STATION DESCRIPTION
 JX2001
 JX2001'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX2001'THE STATION IS NEAR THE CENTER OF A HIGH ROUND CULTIVATED HILL
 JX2001'ABOUT 8 MILES
 JX2001'WEST-SOUTHWEST OF LITTLETON, 7 MILES NORTH OF PINE GROVE, 2-1/2 MILES
 JX2001'SOUTHWEST OF SILVER HILL, 0.6 MILE SOUTH
 JX2001'OF STATE HIGHWAY 89 AND ON THE PROPERTY OF MR. VERL
 JX2001'CHAMBERS.  IT IS A STANDARD U.S. GEOLOGICAL
 JX2001'SURVEY STATION MARK DISK SET IN THE TOP OF AN
 JX2001'8 BY 8 INCH CONCRETE POST AND IS 2 INCHES UNDERGROUND.  IT IS
 JX2001'ABOUT 400 FEET SOUTH OF AN OLD HOUSE AND
 JX2001'171 FEET EAST OF A 12 INCH LOCUST TREE THAT IS THE LARGEST ONE OF A
 JX2001'GROUP OF FIVE.  THE DISK IS STAMPED WEST
 JX2001'1957.
 JX2001'
 JX2001'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 2 AND 89 ABOUT 5 MILES
 JX2001'NORTH OF NEW MARTINSVILLE,
 JX2001'GO EASTERLY ON HIGHWAY 89 FOR 8.0 MILES TO THE GRANDVIEW SCHOOL ON
 JX2001'THE LEFT CONTINUE EASTERLY ON HIGHWAY
 JX2001'89 FOR 3.1 MILES TO A SIDE ROAD RIGHT AND A HOUSE ON THE LEFT.
 JX2001'CONTINUE EAST ON HIGHWAY 89 FOR 2.0 MILES TO A
 JX2001'CROSSROAD.  TURN RIGHT AND GO SOUTH ON A
 JX2001'NARROW DIRT ROAD FOR 0.45 MILE TO A TRACK ROAD LEFT AND THE END
 JX2001'OF TRUCK TRAVEL.  TURN LEFT AND
 JX2001'PACK SOUTH UP A STEEPHILL ON THE TRACK ROAD FOR 0.1 MILE TO A WIRE
 JX2001'FENCE AND AN OLD HOUSE.  CONTINUE
 JX2001'SOUTH UP HILL ACROSS A CULTIVATED FIELD FOR 0.1 MILE TO THE TOP OF
 JX2001'THE HILL AND THE STATION.
 JX2001'
 JX2001'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION WEST THE
 JX2001'DISTANCE BEING 12.49 FEET AND
 JX2001'3.807 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1325 ***********************************************************************
 JW1325  DESIGNATION -  WEST VA FISH AND GAME COMM TWR
 JW1325  PID         -  JW1325
 JW1325  STATE/COUNTY-  WV/BARBOUR
 JW1325  USGS QUAD   -  BELINGTON (1976)
 JW1325
 JW1325                         *CURRENT SURVEY CONTROL
 JW1325  ___________________________________________________________________
 JW1325* NAD 83(1995)-  39 00 14.84718(N)    079 53 11.38892(W)     ADJUSTED  
 JW1325* NAVD 88     -                                                        
 JW1325  ___________________________________________________________________
 JW1325  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 JW1325  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JW1325
 JW1325  HORZ ORDER  -  THIRD
 JW1325
 JW1325.The horizontal coordinates were established by classical geodetic methods
 JW1325.and adjusted by the National Geodetic Survey in April 1998..
 JW1325
 JW1325
 JW1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1325
 JW1325.The geoid height was determined by GEOID03.
 JW1325
 JW1325;                    North         East     Units Scale Factor Converg.
 JW1325;SPC WV N     -    56,038.544   566,521.235   MT  0.99999922   -0 14 47.4
 JW1325;SPC WV S     -   223,026.128   696,453.545   MT  1.00002797   +0 41 18.1
 JW1325;UTM  17      - 4,317,823.948   596,415.862   MT  0.99971446   +0 42 03.1
 JW1325
 JW1325                          SUPERSEDED SURVEY CONTROL
 JW1325
 JW1325  NAD 83(1986)-  39 00 14.85408(N)    079 53 11.40231(W) AD(       ) 4
 JW1325  NAD 27      -  39 00 14.48000(N)    079 53 12.14100(W) AD(       ) 3
 JW1325
 JW1325.Superseded values are not recommended for survey control.
 JW1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1325.See file dsdata.txt to determine how the superseded data were derived.
 JW1325
 JW1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9641617824(NAD 83)
 JW1325_MARKER: 55 = TOWER
 JW1325
 JW1325  HISTORY     - Date     Condition        Report By
 JW1325  HISTORY     - 1956     FIRST OBSERVED   CGS
 JW1325  HISTORY     - 1964     GOOD             CGS
 JW1325
 JW1325                          STATION DESCRIPTION
 JW1325
 JW1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1325'THE STATION IS LOCATED ABOUT 3 MILES AIRLINE SOUTHEAST OF
 JW1325'BELINGTON ON A
 JW1325'HIGH PEAK AND ON THE BARBOUR-RANDOLPH COUNTY LINE.
 JW1325'
 JW1325'THE TOWER IS A TALL FOUR LEGGED STEEL TOWER WITH AN 6 FOOT SQUARE
 JW1325'HOUSE ON TOP.  IT IS ABOUT 90
 JW1325'FEET HIGH.  THE APEX OF THE ROOF WAS INTERSECTED.
 JW1325
 JW1325                          STATION RECOVERY (1964)
 JW1325
 JW1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 JW1325'THE STATION WAS RECOVERED IN GOOD CONDITION.  NO DESCRIPTION WAS
 JW1325'FURNISHED THE FIELD PARTY.  THE TOWER IS KNOWN LOCALLY AS THE
 JW1325'LAUREL MOUNTAIN FIRE LOOKOUT TOWER.  THE MARK IS THE PEAK OF THE
 JW1325'PYRAMIDAL ROOF OF THE 90 FT., 4-LEGGED FIRE TOWER ON THE TOP OF
 JW1325'LAUREL MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3112 ***********************************************************************
 HX3112  DESIGNATION -  WEST VA STATE COLLEGE TANK
 HX3112  PID         -  HX3112
 HX3112  STATE/COUNTY-  WV/KANAWHA
 HX3112  USGS QUAD   -  SAINT ALBANS (1976)
 HX3112
 HX3112                         *CURRENT SURVEY CONTROL
 HX3112  ___________________________________________________________________
 HX3112* NAD 83(1995)-  38 22 42.06020(N)    081 46 01.85584(W)     ADJUSTED  
 HX3112* NAVD 88     -                                                        
 HX3112  ___________________________________________________________________
 HX3112  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 HX3112  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HX3112
 HX3112  HORZ ORDER  -  THIRD
 HX3112
 HX3112.The horizontal coordinates were established by classical geodetic methods
 HX3112.and adjusted by the National Geodetic Survey in April 1998..
 HX3112
 HX3112
 HX3112.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3112
 HX3112.The geoid height was determined by GEOID03.
 HX3112
 HX3112;                    North         East     Units Scale Factor Converg.
 HX3112;SPC WV S     -   153,259.307   532,969.533   MT  0.99993138   -0 28 27.4
 HX3112;UTM  17      - 4,248,073.638   432,990.519   MT  0.99965530   -0 28 34.8
 HX3112
 HX3112                          SUPERSEDED SURVEY CONTROL
 HX3112
 HX3112  NAD 83(1995)-  38 22 42.06631(N)    081 46 01.86109(W) AD(       ) 4
 HX3112  NAD 83(1986)-  38 22 42.06819(N)    081 46 01.86216(W) AD(       ) 4
 HX3112  NAD 27      -  38 22 41.73000(N)    081 46 02.40000(W) AD(       ) 3
 HX3112
 HX3112.Superseded values are not recommended for survey control.
 HX3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3112.See file dsdata.txt to determine how the superseded data were derived.
 HX3112
 HX3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3299148074(NAD 83)
 HX3112_MARKER: 53 = ELEVATED TANK
 HX3112
 HX3112  HISTORY     - Date     Condition        Report By
 HX3112  HISTORY     - 1944     FIRST OBSERVED   CGS
 HX3112  HISTORY     - 1960     GOOD             CGS
 HX3112
 HX3112                          STATION DESCRIPTION
 HX3112
 HX3112'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX3112'STATION IS THE CONICAL WATER TANK ATOP A FOUR-
 HX3112'LEGGED STEEL
 HX3112'STRUCTURE.  IT IS ABOUR 115 FEET HIGH AND IS PAINTED
 HX3112'RED AND WHITE.  IT IS LOCATED
 HX3112'ON THE COLLEGE CAMPUS AND IS 0.25
 HX3112'MILE S OF STATE HIGHWAY 25.
 HX3112'
 HX3112'THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE
 HX3112'ROOF.
 HX3112
 HX3112                          STATION RECOVERY (1960)
 HX3112
 HX3112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 HX3112'STATION FORMERLY KNOWN AS THE WEST VIRGINIA STATE COLLEGE FOR
 HX3112'COLORED, TANK.  THIS IS NOW A
 HX3112'NON-SEGREGATED SCHOOL.  STATION WAS RECOVERED AS DESCRIBED AND FOUND
 HX3112'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0842 ***********************************************************************
 KY0842  DESIGNATION -  WHEELING
 KY0842  PID         -  KY0842
 KY0842  STATE/COUNTY-  WV/OHIO
 KY0842  USGS QUAD   -  WHEELING (1994)
 KY0842
 KY0842                         *CURRENT SURVEY CONTROL
 KY0842  ___________________________________________________________________
 KY0842* NAD 83(1986)-  40 03 51.     (N)    080 43 12.     (W)     SCALED    
 KY0842* NAVD 88     -       204.611  (meters)     671.29   (feet)  ADJUSTED  
 KY0842  ___________________________________________________________________
 KY0842  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0842  DYNAMIC HT  -         204.497 (meters)     670.92  (feet)  COMP
 KY0842  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 KY0842
 KY0842  VERT ORDER  -  FIRST     CLASS II
 KY0842
 KY0842.The horizontal coordinates were scaled from a topographic map and have
 KY0842.an estimated accuracy of +/- 6 seconds.
 KY0842
 KY0842.The orthometric height was determined by differential leveling
 KY0842.and adjusted by the National Geodetic Survey in June 1991..
 KY0842
 KY0842.The geoid height was determined by GEOID03.
 KY0842
 KY0842.The dynamic height is computed by dividing the NAVD 88
 KY0842.geopotential number by the normal gravity value computed on the
 KY0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0842.degrees latitude (g = 980.6199 gals.).
 KY0842
 KY0842.The modeled gravity was interpolated from observed gravity values.
 KY0842
 KY0842;                    North         East    Units  Estimated Accuracy
 KY0842;SPC WV N     -   174,360.      495,920.      MT  (+/- 180 meters Scaled)
 KY0842
 KY0842                          SUPERSEDED SURVEY CONTROL
 KY0842
 KY0842  NGVD 29 (??/??/92)  204.770  (m)          671.82   (f) ADJ UNCH    1 2
 KY0842
 KY0842.Superseded values are not recommended for survey control.
 KY0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0842.See file dsdata.txt to determine how the superseded data were derived.
 KY0842
 KY0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE238349(NAD 83)
 KY0842_MARKER: DB = BENCH MARK DISK
 KY0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0842_STAMPING: WHEELING 1935
 KY0842_MARK LOGO: CGS   
 KY0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0842+STABILITY: SURFACE MOTION
 KY0842
 KY0842  HISTORY     - Date     Condition        Report By
 KY0842  HISTORY     - 1935     MONUMENTED       CGS
 KY0842  HISTORY     - 1957     GOOD             NGS
 KY0842  HISTORY     - 1983     GOOD             NGS
 KY0842
 KY0842                          STATION DESCRIPTION
 KY0842
 KY0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0842'AT WHEELING.
 KY0842'AT WHEELING, OHIO COUNTY, AT THE INTERSECTION OF CHAPLANE AND
 KY0842'SIXTEENTH STREETS, AT THE SOUTHEAST CORNER OF THE CITY HALL LAWN,
 KY0842'36 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING, AND 46
 KY0842'FEET NORTH OF THE CENTERLINE OF SIXTEENTH STREET.  A STANDARD
 KY0842'DISK, STAMPED WHEELING 1935 AND SET IN THE TOP OF A CONCRETE
 KY0842'POST.
 KY0842
 KY0842                          STATION RECOVERY (1983)
 KY0842
 KY0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0842'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN WHEELING,
 KY0842'AT THE INTERSECTION OF 16TH STREET AND CHAPLINE STREET, AT THE
 KY0842'SOUTHEAST CORNER OF THE OHIO COUNTY COURTHOUSE - WHEELING CITY HALL,
 KY0842'13.07 METERS (42.9 FT) NORTH OF THE CENTERLINE OF 16TH STREET,
 KY0842'11.73 METERS (38.5 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KY0842'BUILDING, 1.92 METERS (6.3 FT) NORTH OF A SIDEWALK CURB, 1.31 METERS
 KY0842'(4.3 FT) WEST OF A CURB FOR AN ALLEY.
 KY0842'THE MARK IS 0.30 M ABOVE 16TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3190 ***********************************************************************
 KY3190  DESIGNATION -  WHEELING
 KY3190  PID         -  KY3190
 KY3190  STATE/COUNTY-  WV/OHIO
 KY3190  USGS QUAD   -  WHEELING (1994)
 KY3190
 KY3190                         *CURRENT SURVEY CONTROL
 KY3190  ___________________________________________________________________
 KY3190* NAD 83(1995)-  40 04 17.40260(N)    080 43 52.66269(W)     ADJUSTED  
 KY3190* NAVD 88     -       204.61   (+/-2cm)     671.3    (feet)  VERTCON   
 KY3190  ___________________________________________________________________
 KY3190  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 KY3190  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY3190
 KY3190  HORZ ORDER  -  THIRD
 KY3190  VERT ORDER  -  THIRD ? (See Below)
 KY3190
 KY3190.The horizontal coordinates were established by classical geodetic methods
 KY3190.and adjusted by the National Geodetic Survey in April 1998..
 KY3190
 KY3190.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3190.The vertical order pertains to the NGVD 29 superseded value.
 KY3190
 KY3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3190
 KY3190.The geoid height was determined by GEOID03.
 KY3190
 KY3190;                    North         East     Units Scale Factor Converg.
 KY3190;SPC WV N     -   175,187.415   494,971.046   MT  0.99997092   -0 47 07.0
 KY3190;SPC OH S     -   231,449.652   750,870.400   MT  1.00000777   +1 07 20.2
 KY3190;UTM  17      - 4,435,727.735   522,912.635   MT  0.99960646   +0 10 22.7
 KY3190
 KY3190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3190!SPC WV N     -   0.99997323  x   0.99997092  =   0.99994415
 KY3190!SPC OH S     -   0.99997323  x   1.00000777  =   0.99998100
 KY3190!UTM  17      -   0.99997323  x   0.99960646  =   0.99957970
 KY3190
 KY3190:                Primary Azimuth Mark                     Grid Az
 KY3190:SPC WV N     -  WHEELING ANNEX CO STACK                  019 38 28.9
 KY3190:SPC OH S     -  WHEELING ANNEX CO STACK                  017 44 01.7
 KY3190:UTM  17      -  WHEELING ANNEX CO STACK                  018 40 59.2
 KY3190
 KY3190|---------------------------------------------------------------------|
 KY3190| PID    Reference Object                     Distance      Geod. Az  |
 KY3190|                                                           dddmmss.s |
 KY3190| KY3191 WHEELING ANNEX CO STACK             APPROX. 1.1 KM 0185121.9 |
 KY3190| CX4822 WHEELING RM 1                        15.221 METERS 04317     |
 KY3190| CX4823 WHEELING RM 2                        16.703 METERS 11127     |
 KY3190| KY3201 WHEELING 2                           25.576 METERS 20850     |
 KY3190| KY3215 BRIDGEPORT TV STA WTRF OLD TWR      APPROX. 2.1 KM 2372406.4 |
 KY3190| KY3214 BRIDGEPORT TV STA WTRF NEW TWR      APPROX. 2.1 KM 2373619.3 |
 KY3190|---------------------------------------------------------------------|
 KY3190
 KY3190                          SUPERSEDED SURVEY CONTROL
 KY3190
 KY3190  NAD 83(1986)-  40 04 17.41053(N)    080 43 52.67095(W) AD(       ) 3
 KY3190  NAD 27      -  40 04 17.15390(N)    080 43 53.37950(W) AD(       ) 3
 KY3190  NGVD 29 (07/19/86)  204.77   (m)          671.8    (f) LEVELING    3  
 KY3190
 KY3190.Superseded values are not recommended for survey control.
 KY3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3190.See file dsdata.txt to determine how the superseded data were derived.
 KY3190
 KY3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2291335728(NAD 83)
 KY3190_MARKER: DS = TRIANGULATION STATION DISK
 KY3190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3190_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3190
 KY3190  HISTORY     - Date     Condition        Report By
 KY3190  HISTORY     - 1963     MONUMENTED       CGS
 KY3190  HISTORY     - 1965     SEE DESCRIPTION  CGS
 KY3190
 KY3190                          STATION DESCRIPTION
 KY3190
 KY3190'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3190'THE STATION IS TO BE LOCATED ABOUT 0.3 MILE WEST OF THE JUNCTION
 KY3190'OF US HIGHWAY 40 AND WEST VIRGINIA STATE HIGHWAY 2 IN WHEELING,
 KY3190'0.5 MILE EAST OF THE JUNCTION OF US HIGHWAY 40 AND OHIO STATE HIGHWAY
 KY3190'7 IN BRIDGEPORT, ON WHEELING ISLAND AND AT THE WEST END OF THE FT.
 KY3190'HENRY BRIDGE, WHICH IS US HIGHWAYS 40 AND 250.  IT IS THOUGHT TO
 KY3190'BE ON THE W.VA. AND OHIO STATE LINE.  IT IS 43 FEET WEST OF THE
 KY3190'CENTER OF THE WEST END BRIDGE ABUTMENT, 47 FEET
 KY3190'NORTH OF THE CENTERLINE OF THE EAST BOUND LANE, 51 FEET SOUTH OF
 KY3190'THE CENTERLINE OF WEST BOUND LANE AND 22 FEET WEST OF CENTER OF A
 KY3190'SIGN READING WELCOME TO WHEELING. THE DISK IS STAMPED WHEELING 1963.
 KY3190'
 KY3190'REFERENCE MARK 1 IS CEMENTED FLUSH IN A DRILLED HOLE IN THE NORTH
 KY3190'END OF THE CONCRETE WALL BRIDGE ABUTMENT.  IT IS 3 FEET SOUTH OF A
 KY3190'GUARDRAIL CORNER.  THE DISK IS STAMPED WHEELING NO 1 1963.
 KY3190'
 KY3190'REFERENCE MARK 2 IS CEMENTED FLUSH IN A DRILLED HOLE IN THE SOUTH
 KY3190'END OF THE CONCRETE WALL BRIDGE ABUTMENT.  IT IS 4 FEET NORTH OF
 KY3190'THE SOUTH GUARDRAIL.  THE DISK IS STAMPED WHEELING NO 2 1963.
 KY3190'
 KY3190'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KY3190
 KY3190                          STATION RECOVERY (1965)
 KY3190
 KY3190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 KY3190'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 KY3190'STATION AND REFERENCE MARKS WERE IN THE CONSTRUCTION LIMITS OF
 KY3190'HIGHWAY AND SO WERE RELOCATED UPON THE REQUEST OF THE STATE
 KY3190'HIGHWAY DEPARTMENT. THE ORIGINAL DESCRIPTION WAS ADEQUATE EXCEPT
 KY3190'THE STATION IS ABOUT 0.5 MILE EAST OF THE OHIO-WEST VIRGINIA STATE
 KY3190'LINE.  STATION AND REFERENCE MARKS 1 AND 2 WERE DESTROYED AFTER
 KY3190'STATION WHEELING 2 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3201 ***********************************************************************
 KY3201  DESIGNATION -  WHEELING 2
 KY3201  PID         -  KY3201
 KY3201  STATE/COUNTY-  WV/OHIO
 KY3201  USGS QUAD   -  WHEELING (1994)
 KY3201
 KY3201                         *CURRENT SURVEY CONTROL
 KY3201  ___________________________________________________________________
 KY3201* NAD 83(1995)-  40 04 16.67623(N)    080 43 53.18335(W)     ADJUSTED  
 KY3201* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 KY3201  ___________________________________________________________________
 KY3201  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 KY3201  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY3201
 KY3201  HORZ ORDER  -  THIRD
 KY3201
 KY3201.The horizontal coordinates were established by classical geodetic methods
 KY3201.and adjusted by the National Geodetic Survey in April 1998..
 KY3201.No horizontal observational check was made to the station.
 KY3201
 KY3201.The orthometric height was scaled from a topographic map.
 KY3201
 KY3201.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3201
 KY3201.The geoid height was determined by GEOID03.
 KY3201
 KY3201;                    North         East     Units Scale Factor Converg.
 KY3201;SPC WV N     -   175,165.183   494,958.403   MT  0.99997089   -0 47 07.4
 KY3201;SPC OH S     -   231,427.011   750,858.504   MT  1.00000773   +1 07 19.9
 KY3201;UTM  17      - 4,435,705.304   522,900.370   MT  0.99960646   +0 10 22.4
 KY3201
 KY3201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3201!SPC WV N     -   0.99997303  x   0.99997089  =   0.99994392
 KY3201!SPC OH S     -   0.99997303  x   1.00000773  =   0.99998076
 KY3201!UTM  17      -   0.99997303  x   0.99960646  =   0.99957950
 KY3201
 KY3201|---------------------------------------------------------------------|
 KY3201| PID    Reference Object                     Distance      Geod. Az  |
 KY3201|                                                           dddmmss.s |
 KY3201| KY3190 WHEELING                             25.576 METERS 02850     |
 KY3201| CX4824 WHEELING 2 RM 3                      15.630 METERS 08251     |
 KY3201| KY3215 BRIDGEPORT TV STA WTRF OLD TWR      APPROX. 2.1 KM 2374415.4 |
 KY3201| KY3214 BRIDGEPORT TV STA WTRF NEW TWR      APPROX. 2.1 KM 2375630.1 |
 KY3201| CX4825 WHEELING 2 RM 4                      12.020 METERS 26209     |
 KY3201|---------------------------------------------------------------------|
 KY3201
 KY3201                          SUPERSEDED SURVEY CONTROL
 KY3201
 KY3201  NAD 83(1986)-  40 04 16.68410(N)    080 43 53.19146(W) AD(       ) 3
 KY3201  NAD 27      -  40 04 16.42748(N)    080 43 53.90004(W) AD(       ) 3
 KY3201
 KY3201.Superseded values are not recommended for survey control.
 KY3201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3201.See file dsdata.txt to determine how the superseded data were derived.
 KY3201
 KY3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2290035705(NAD 83)
 KY3201_MARKER: DS = TRIANGULATION STATION DISK
 KY3201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3201_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3201
 KY3201  HISTORY     - Date     Condition        Report By
 KY3201  HISTORY     - 1965     MONUMENTED       CGS
 KY3201
 KY3201                          STATION DESCRIPTION
 KY3201
 KY3201'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCB)
 KY3201'STATION IS LOCATED NEAR THE WEST EDGE OF WHEELING ON THE EAST
 KY3201'SIDE OF WHEELING ISLAND AND ABOUT 1/2 MILE EAST OF THE OHIO-WEST
 KY3201'VIRGINIA STATE LINE.  STATION IS 7 FEET SOUTH OF CURB OF U.S.
 KY3201'HIGHWAY 40 EASTBOUND, WHICH WILL BE RAMP LEADING TO INTERSTATE
 KY3201'HIGHWAY WHEN CONSTRUCTION IS COMPLETED, AND BETWEEN STEEL GUARD
 KY3201'RAIL AND SIDEWALK ALONG SOUTH SIDE OF RAMP.  MARK IS A STANDARD
 KY3201'DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER,
 KY3201'ABOUT 2 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED WHEELING
 KY3201'2 1965.
 KY3201'
 KY3201'REFERENCE MARK NO. 3 IS 7.5 FEET SOUTH OF THE SOUTH CURB OF RAMP.
 KY3201'THE DISK IS SET FLUSH IN A DRILL HOLE IN CONCRETE IN THE SOUTHEAST
 KY3201'END OF THE BRIDGE AND IS STAMPED WHEELING 2 NO 3 1965.
 KY3201'
 KY3201'REFERENCE MARK NO. 4 IS 38 FEET EAST OF CONCRETE STEPS LEADING TO
 KY3201'STREET BELOW, 7 FEET SOUTH OF SOUTH CURB OF RAMP AND BETWEEN GUARD
 KY3201'RAIL AND SIDEWALK.  THE MARK IS A CONCRETE MONUMENT ABOUT 10
 KY3201'INCHES IN DIAMETER, PROJECTS ABOUT 2 INCHES AND THE DISK IS
 KY3201'STAMPED WHEELING 2 NO 4 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3191 ***********************************************************************
 KY3191  DESIGNATION -  WHEELING ANNEX CO STACK
 KY3191  PID         -  KY3191
 KY3191  STATE/COUNTY-  WV/OHIO
 KY3191  USGS QUAD   -  WHEELING (1994)
 KY3191
 KY3191                         *CURRENT SURVEY CONTROL
 KY3191  ___________________________________________________________________
 KY3191* NAD 83(1995)-  40 04 50.56642(N)    080 43 37.91805(W)     ADJUSTED  
 KY3191* NAVD 88     -                                                        
 KY3191  ___________________________________________________________________
 KY3191  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 KY3191  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY3191
 KY3191  HORZ ORDER  -  THIRD
 KY3191
 KY3191.The horizontal coordinates were established by classical geodetic methods
 KY3191.and adjusted by the National Geodetic Survey in April 1998..
 KY3191
 KY3191
 KY3191.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3191
 KY3191.The geoid height was determined by GEOID03.
 KY3191
 KY3191;                    North         East     Units Scale Factor Converg.
 KY3191;SPC WV N     -   176,205.394   495,334.361   MT  0.99997218   -0 46 57.6
 KY3191;SPC OH S     -   232,479.199   751,199.640   MT  1.00000972   +1 07 29.6
 KY3191;UTM  17      - 4,436,751.274   523,258.747   MT  0.99960666   +0 10 32.3
 KY3191
 KY3191                          SUPERSEDED SURVEY CONTROL
 KY3191
 KY3191  NAD 83(1986)-  40 04 50.57395(N)    080 43 37.92636(W) AD(       ) 4
 KY3191  NAD 27      -  40 04 50.31900(N)    080 43 38.63500(W) AD(       ) 3
 KY3191
 KY3191.Superseded values are not recommended for survey control.
 KY3191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3191.See file dsdata.txt to determine how the superseded data were derived.
 KY3191
 KY3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2325936751(NAD 83)
 KY3191_MARKER: 63 = STACK
 KY3191
 KY3191  HISTORY     - Date     Condition        Report By
 KY3191  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3191  HISTORY     - 20040522 MARK NOT FOUND   USPSQD
 KY3191
 KY3191                          STATION DESCRIPTION
 KY3191
 KY3191'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3191'STATION IS THE CENTER OF THE TOP OF THE STACK.  IT A ROUND, WHITE
 KY3191'COLORED, CONCRETE STRUCTURE WITH AN OVERALL HEIGHT OF ABOUT 230 FEET.
 KY3191'
 KY3191'LOCATED AT THE NORTH EDGE OF WHEELING ON NORTH MAIN STREET BETWEEN
 KY3191'3RD AND 4TH STREETS.  IT IS OWNED AND OPERATED BY THE ANNEX CO.
 KY3191'
 KY3191'NOTE- THE ABOVE INFORMATION WAS OBTAINED FROM A SERVICE STATION
 KY3191'NEAR THE PLANT. THE PLANT OWNER REFUSED TO GIVE ANY INFORMATION TO ME
 KY3191'AT THIS TIME.  HE SAID THE ONLY WAY HE WOULD GIVE ANY WOULD BE THROUGH
 KY3191'HIS LAWYER.
 KY3191
 KY3191                          STATION RECOVERY (2004)
 KY3191
 KY3191'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 KY3191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3192 ***********************************************************************
 KY3192  DESIGNATION -  WHEELING MARX TOY CO TANK
 KY3192  PID         -  KY3192
 KY3192  STATE/COUNTY-  WV/OHIO
 KY3192  USGS QUAD   -  WHEELING (1994)
 KY3192
 KY3192                         *CURRENT SURVEY CONTROL
 KY3192  ___________________________________________________________________
 KY3192* NAD 83(1995)-  40 03 38.38126(N)    080 43 32.19412(W)     ADJUSTED  
 KY3192* NAVD 88     -                                                        
 KY3192  ___________________________________________________________________
 KY3192  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 KY3192  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY3192
 KY3192  HORZ ORDER  -  THIRD
 KY3192
 KY3192.The horizontal coordinates were established by classical geodetic methods
 KY3192.and adjusted by the National Geodetic Survey in April 1998..
 KY3192
 KY3192
 KY3192.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3192
 KY3192.The geoid height was determined by GEOID03.
 KY3192
 KY3192;                    North         East     Units Scale Factor Converg.
 KY3192;SPC WV N     -   173,977.384   495,439.587   MT  0.99996947   -0 46 54.0
 KY3192;SPC OH S     -   230,255.844   751,378.978   MT  1.00000552   +1 07 33.2
 KY3192;UTM  17      - 4,434,526.147   523,401.169   MT  0.99960674   +0 10 35.8
 KY3192
 KY3192                          SUPERSEDED SURVEY CONTROL
 KY3192
 KY3192  NAD 83(1986)-  40 03 38.38985(N)    080 43 32.20261(W) AD(       ) 4
 KY3192  NAD 27      -  40 03 38.13100(N)    080 43 32.91100(W) AD(       ) 3
 KY3192
 KY3192.Superseded values are not recommended for survey control.
 KY3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3192.See file dsdata.txt to determine how the superseded data were derived.
 KY3192
 KY3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2340134526(NAD 83)
 KY3192_MARKER: 53 = ELEVATED TANK
 KY3192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3192+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 KY3192
 KY3192  HISTORY     - Date     Condition        Report By
 KY3192  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3192  HISTORY     - 20040521 GOOD             USPSQD
 KY3192
 KY3192                          STATION DESCRIPTION
 KY3192
 KY3192'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3192'STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A 4 LEGGED,
 KY3192'STEEL STRUCTURE, PAINTED BLACK WITH A RED RISER PIPE.  THE OVERALL
 KY3192'HEIGHT OF THE STRUCTURE IS ABOUT 120 FEET.
 KY3192'
 KY3192'LOCATED IN THE SOUTHWEST EDGE OF WHEELING NEAR THE INTERSECTION OF
 KY3192'22ND AND WATER STREETS.  IT IS OWNED AND OPERATED BY THE MARX TOY CO.
 KY3192
 KY3192                          STATION RECOVERY (2004)
 KY3192
 KY3192'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY3192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3185 ***********************************************************************
 KY3185  DESIGNATION -  WHEELING RADIO STA WHLL MAST
 KY3185  PID         -  KY3185
 KY3185  STATE/COUNTY-  WV/OHIO
 KY3185  USGS QUAD   -  WHEELING (1994)
 KY3185
 KY3185                         *CURRENT SURVEY CONTROL
 KY3185  ___________________________________________________________________
 KY3185* NAD 83(1995)-  40 05 25.32685(N)    080 42 08.01626(W)     ADJUSTED  
 KY3185* NAVD 88     -                                                        
 KY3185  ___________________________________________________________________
 KY3185  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 KY3185  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY3185
 KY3185  HORZ ORDER  -  THIRD
 KY3185
 KY3185.The horizontal coordinates were established by classical geodetic methods
 KY3185.and adjusted by the National Geodetic Survey in April 1998..
 KY3185
 KY3185
 KY3185.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3185
 KY3185.The geoid height was determined by GEOID03.
 KY3185
 KY3185;                    North         East     Units Scale Factor Converg.
 KY3185;SPC WV N     -   177,248.600   497,478.458   MT  0.99997353   -0 46 00.3
 KY3185;SPC OH S     -   233,593.238   753,307.904   MT  1.00001178   +1 08 26.6
 KY3185;UTM  17      - 4,437,829.804   525,384.317   MT  0.99960793   +0 11 30.4
 KY3185
 KY3185                          SUPERSEDED SURVEY CONTROL
 KY3185
 KY3185  NAD 83(1986)-  40 05 25.33354(N)    080 42 08.02537(W) AD(       ) 4
 KY3185  NAD 27      -  40 05 25.08100(N)    080 42 08.73600(W) AD(       ) 3
 KY3185
 KY3185.Superseded values are not recommended for survey control.
 KY3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3185.See file dsdata.txt to determine how the superseded data were derived.
 KY3185
 KY3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2538437830(NAD 83)
 KY3185_MARKER: 42 = RADIO/TV MAST
 KY3185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3185+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2004
 KY3185
 KY3185  HISTORY     - Date     Condition        Report By
 KY3185  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3185  HISTORY     - 20040523 GOOD             USPSQD
 KY3185
 KY3185                          STATION DESCRIPTION
 KY3185
 KY3185'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3185'STATION IS THE RED LIGHT AT THE TOP OF THE MAST.  IT IS A GUYED STEEL
 KY3185'STRUCTURE, PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND
 KY3185'WHITE, WITH A RED LIGHT AT THE CENTER AND TOP.  THE OVERALL HEIGHT
 KY3185'OF THE STRUCTURE IS 197 FEET.
 KY3185'
 KY3185'LOCATED IN GLENWOOD HEIGHTS, A SUBURB OF WHEELING, AND IS OWNED
 KY3185'AND OPERATED BY THE WHEELING BROADCASTING CO.
 KY3185
 KY3185                          STATION RECOVERY (2004)
 KY3185
 KY3185'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 KY3185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3187 ***********************************************************************
 KY3187  DESIGNATION -  WHEELING RADIO STA WKWK TOWER
 KY3187  PID         -  KY3187
 KY3187  STATE/COUNTY-  WV/OHIO
 KY3187  USGS QUAD   -  WHEELING (1994)
 KY3187
 KY3187                         *CURRENT SURVEY CONTROL
 KY3187  ___________________________________________________________________
 KY3187* NAD 83(1995)-  40 05 49.62412(N)    080 42 02.73654(W)     ADJUSTED  
 KY3187* NAVD 88     -                                                        
 KY3187  ___________________________________________________________________
 KY3187  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 KY3187  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY3187
 KY3187  HORZ ORDER  -  THIRD
 KY3187
 KY3187.The horizontal coordinates were established by classical geodetic methods
 KY3187.and adjusted by the National Geodetic Survey in April 1998..
 KY3187
 KY3187
 KY3187.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3187
 KY3187.The geoid height was determined by GEOID03.
 KY3187
 KY3187;                    North         East     Units Scale Factor Converg.
 KY3187;SPC WV N     -   177,996.253   497,613.532   MT  0.99997450   -0 45 56.9
 KY3187;SPC OH S     -   234,345.001   753,418.022   MT  1.00001324   +1 08 30.0
 KY3187;UTM  17      - 4,438,579.337   525,506.820   MT  0.99960801   +0 11 33.9
 KY3187
 KY3187                          SUPERSEDED SURVEY CONTROL
 KY3187
 KY3187  NAD 83(1986)-  40 05 49.62894(N)    080 42 02.74280(W) AD(       ) 4
 KY3187  NAD 27      -  40 05 49.38000(N)    080 42 03.46000(W) AD(       ) 3
 KY3187
 KY3187.Superseded values are not recommended for survey control.
 KY3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3187.See file dsdata.txt to determine how the superseded data were derived.
 KY3187
 KY3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2550738579(NAD 83)
 KY3187_MARKER: 43 = RADIO/TV TOWER
 KY3187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3187+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 KY3187
 KY3187  HISTORY     - Date     Condition        Report By
 KY3187  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3187  HISTORY     - 20040521 GOOD             USPSQD
 KY3187
 KY3187                          STATION DESCRIPTION
 KY3187
 KY3187'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3187'THE STATION IS THE CENTER OF THE BASE OF THE TOWER.  LOCATED ON A
 KY3187'HIGH BLUFF ABOUT 1/4 MILE EAST OF THE OHIO RIVER, 2 MILES NORTH OF
 KY3187'WHEELING AND IS OWNED BY MR. LOU DICKEY.  IT IS A 3
 KY3187'LEGGED SELF SUPPORTED STEEL TOWER TAPERING TO A SLENDER MAST AT
 KY3187'THE TOP.  IT HAS A BLINKING LIGHT AT THE TOP, TWO SETS OF RED
 KY3187'WARNING LIGHTS ON ITS SIDE, PAINTED IN ALTERNATE SECTIONS OF RED
 KY3187'AND WHITE AND ITS OVERALL HEIGHT IS 208 FEET.
 KY3187'
 KY3187'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 2
 KY3187'IN WHEELING, GO EASTERLY ON HIGHWAY 40 FOR 1.4 MILES TO A SIDE
 KY3187'ROAD LEFT (GLENWOOD ROAD), IN THE VILLAGE OF GLENWOOD, THIS IS JUST
 KY3187'EAST OF THE ST. JOAN OF ARC CATHOLIC SCHOOL.  TURN LEFT AND GO
 KY3187'NORTH ON GLENWOOD ROAD FOR 0.7 MILE TO A ROAD FORK.  TAKE THE LEFT
 KY3187'FORK AND CONTINUE NORTHERLY UP HILL ON A NARROW PAVED ROAD FOR 0.3
 KY3187'MILE TO A FORK.  TAKE THE LEFT FORK AND
 KY3187'CONTINUE NORTHERLY ON THE WINDING PAVED ROAD FOR 0.6 MILE TO A
 KY3187'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED
 KY3187'ROAD FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTH ON THE
 KY3187'GRAVELED ROAD FOR 0.15 MILE TO THE TOWER ON THE LEFT.
 KY3187'
 KY3187'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GREGGS
 KY3187'THE DISTANCE BEING 159.2 FEET AND 48.52 METERS.
 KY3187
 KY3187                          STATION RECOVERY (2004)
 KY3187
 KY3187'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY3187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3195 ***********************************************************************
 KY3195  DESIGNATION -  WHEELING ST JOSEPHS CATH DOME
 KY3195  PID         -  KY3195
 KY3195  STATE/COUNTY-  WV/OHIO
 KY3195  USGS QUAD   -  WHEELING (1994)
 KY3195
 KY3195                         *CURRENT SURVEY CONTROL
 KY3195  ___________________________________________________________________
 KY3195* NAD 83(1995)-  40 03 59.48678(N)    080 43 10.11191(W)     ADJUSTED  
 KY3195* NAVD 88     -                                                        
 KY3195  ___________________________________________________________________
 KY3195  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 KY3195  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY3195
 KY3195  HORZ ORDER  -  THIRD
 KY3195
 KY3195.The horizontal coordinates were established by classical geodetic methods
 KY3195.and adjusted by the National Geodetic Survey in April 1998..
 KY3195
 KY3195
 KY3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3195
 KY3195.The geoid height was determined by GEOID03.
 KY3195
 KY3195;                    North         East     Units Scale Factor Converg.
 KY3195;SPC WV N     -   174,621.147   495,971.696   MT  0.99997025   -0 46 39.9
 KY3195;SPC OH S     -   230,916.986   751,889.382   MT  1.00000674   +1 07 47.2
 KY3195;UTM  17      - 4,435,178.482   523,922.248   MT  0.99960704   +0 10 50.0
 KY3195
 KY3195                          SUPERSEDED SURVEY CONTROL
 KY3195
 KY3195  NAD 83(1986)-  40 03 59.49521(N)    080 43 10.12096(W) AD(       ) 4
 KY3195  NAD 27      -  40 03 59.23700(N)    080 43 10.83000(W) AD(       ) 3
 KY3195
 KY3195.Superseded values are not recommended for survey control.
 KY3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3195.See file dsdata.txt to determine how the superseded data were derived.
 KY3195
 KY3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2392235178(NAD 83)
 KY3195_MARKER: 87 = DOME
 KY3195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3195+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 KY3195
 KY3195  HISTORY     - Date     Condition        Report By
 KY3195  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3195  HISTORY     - 20040521 GOOD             USPSQD
 KY3195
 KY3195                          STATION DESCRIPTION
 KY3195
 KY3195'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3195'STATION IS THE CENTER OF THE TOP OF THE DOME.  IT IS GREEN COLORED,
 KY3195'DOME SHAPED BELFRY WITH A GOLD CROSS AND A BALL AT THE TOP.  IT
 KY3195'IS ON THE CENTER OF A GREY STONE BUILDING AND THE OVERALL HEIGHT
 KY3195'OF THE STRUCTURE IS ABOUT 80 FEET.
 KY3195'
 KY3195'LOCATED IN THE EAST EDGE OF THE WHEELING BUISNESS DISTRICT AT THE
 KY3195'INTERSECTION OF 13 AND BYRON STREETS.
 KY3195
 KY3195                          STATION RECOVERY (2004)
 KY3195
 KY3195'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY3195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3558 ***********************************************************************
 HW3558  DESIGNATION -  WHITE
 HW3558  PID         -  HW3558
 HW3558  STATE/COUNTY-  WV/RANDOLPH
 HW3558  USGS QUAD   -  HARMAN (1995)
 HW3558
 HW3558                         *CURRENT SURVEY CONTROL
 HW3558  ___________________________________________________________________
 HW3558* NAD 83(1995)-  38 53 06.07986(N)    079 37 06.48259(W)     ADJUSTED  
 HW3558* NAVD 88     -      1030.1    (meters)    3380.     (feet)  VERTCON   
 HW3558  ___________________________________________________________________
 HW3558  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 HW3558  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HW3558
 HW3558  HORZ ORDER  -  THIRD
 HW3558
 HW3558.The horizontal coordinates were established by classical geodetic methods
 HW3558.and adjusted by the National Geodetic Survey in April 1998..
 HW3558
 HW3558.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3558
 HW3558.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3558
 HW3558.The geoid height was determined by GEOID03.
 HW3558
 HW3558;                    North         East     Units Scale Factor Converg.
 HW3558;SPC WV S     -   210,117.876   719,866.255   MT  1.00000036   +0 51 14.6
 HW3558;UTM  17      - 4,304,924.476   619,825.190   MT  0.99977680   +0 52 02.5
 HW3558
 HW3558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3558!SPC WV S     -   0.99984322  x   1.00000036  =   0.99984358
 HW3558!UTM  17      -   0.99984322  x   0.99977680  =   0.99962005
 HW3558
 HW3558:                Primary Azimuth Mark                     Grid Az
 HW3558:SPC WV S     -  WHITE AZ MK                              006 26 09.6
 HW3558:UTM  17      -  WHITE AZ MK                              006 25 21.7
 HW3558
 HW3558|---------------------------------------------------------------------|
 HW3558| PID    Reference Object                     Distance      Geod. Az  |
 HW3558|                                                           dddmmss.s |
 HW3558| DC4975 WHITE AZ MK                                        0071724.2 |
 HW3558| DC4976 WHITE RM 1                           11.174 METERS 10137     |
 HW3558| DC4977 WHITE RM 2                            6.506 METERS 19600     |
 HW3558|---------------------------------------------------------------------|
 HW3558
 HW3558                          SUPERSEDED SURVEY CONTROL
 HW3558
 HW3558  NAD 83(1995)-  38 53 06.08529(N)    079 37 06.49217(W) AD(       ) 3
 HW3558  NAD 83(1986)-  38 53 06.08638(N)    079 37 06.49340(W) AD(       ) 3
 HW3558  NAD 27      -  38 53 05.69360(N)    079 37 07.28960(W) AD(       ) 3
 HW3558  NGVD 29 (07/19/86) 1030.2    (m)         3380.     (f) VERT ANG       
 HW3558
 HW3558.Superseded values are not recommended for survey control.
 HW3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3558.See file dsdata.txt to determine how the superseded data were derived.
 HW3558
 HW3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD1982504924(NAD 83)
 HW3558_MARKER: DS = TRIANGULATION STATION DISK
 HW3558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3558
 HW3558  HISTORY     - Date     Condition        Report By
 HW3558  HISTORY     - 1956     MONUMENTED       CGS
 HW3558
 HW3558                          STATION DESCRIPTION
 HW3558
 HW3558'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3558'THE STATION IS LOCATED AIRLINE, ABOUT 5-1/2 MILES SOUTHWEST OF
 HW3558'HARMAN, 5-1/4 MILES
 HW3558'EAST-SOUTHEAST OF BOWDEN, 1/2 MILES SOUTH-SOUTHWEST OF U.S. HIGHWAY
 HW3558'33 AT THE WYMER STORE AND POST OFFICE
 HW3558'WHICH IS AT THE HIGHWAY SUMMIT OF MIDDLE MOUNTAIN.  IT IS ON THE
 HW3558'SUMMIT OF A SMALL HILL ALONG THE
 HW3558'CREST OF MIDDLE MOUNTAIN AND AT THE WEST SIDE OF A SMALL
 HW3558'CEMETERY THAT IS KNOWN AS WHITE CEMETERY.
 HW3558'
 HW3558'THE STATION IS A STANDARD DISK STAMPED WHITE 1956 SET IN THE TOP OF A
 HW3558'10-INCH SQUARE CONCRETE
 HW3558'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 38 FEET
 HW3558'NORTH OF AN EAST-WEST FENCE LINE
 HW3558'WHICH ENCLOSES A SMALL CEMETERY, 31.5 FEET SOUTH-SOUTHWEST
 HW3558'OF A LARGE OAK TREE WITH A TRIANGULAR BLAZE
 HW3558'AND 4.5 FEET SOUTH OF A WHITE WITNESS POST.
 HW3558'
 HW3558'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED WHITE NO 1 1956
 HW3558'SET IN THE TOP OF A
 HW3558'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE
 HW3558'GROUND.  IT IS 1 FOOT NORTH OF AN
 HW3558'EAST-WEST FENCE LINE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 HW3558'
 HW3558'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED WHITE NO 2 1956
 HW3558'SET IN THE TOP OF A
 HW3558'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE
 HW3558'GROUND.  IT IS ABOUT 1.5 FEET LOWER
 HW3558'THAN THE STATION.
 HW3558'
 HW3558'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WHITE 1956 SET IN A DRILL
 HW3558'HOLE IN SOUTH SIDE OF A
 HW3558'CONCRETE STEP WHICH LEADS TO THE BASEMENT DOOR OF THE WYMER STORE AND
 HW3558'POST OFFICE.  IT IS 76 FEET NORTH
 HW3558'OF THE CENTER LINE OF U.S. HIGHWAY 33 AND 9 FEET EAST
 HW3558'OF THE WYMER STORE AND POST OFFICE.
 HW3558'
 HW3558'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 33, 219, AND
 HW3558'250 AT THE SOUTHEAST EDGE OF
 HW3558'ELKINS, GO EASTERLY ON U.S. HIGHWAY 33 FOR 16.2 MILES TO A SIDE ROAD
 HW3558'RIGHT, AT THE SUMMIT OF MIDDLE
 HW3558'MOUNTAIN.  (THIS POINT IS JUST SOUTHEAST OF THE WYMER
 HW3558'STORE AND POST OFFICE AND THE AZIMUTH MARK IS IN
 HW3558'THE CONCRETE STEP AT THE EAST SIDE
 HW3558'OF THE BUILDING.) TURN RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD
 HW3558'FOR 0.55 MILE TO A ROAD FORK TO
 HW3558'THE LEFT AND RIGHT OF THE MAIN ROAD.  TAKE THE LEFT FORK, PASSING
 HW3558'THROUGH A GATE AND GO SOUTHERLY UP
 HW3558'HILL FOR ABOUT 150 YARDS TO A SMALL CEMETERY AND THE STATION
 HW3558'LOCATED ALONG THE WEST SIDE.
 HW3558'
 HW3558'HEIGHT OF LIGHT ABOVE STATION MARK - 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2895 ***********************************************************************
 HX2895  DESIGNATION -  WHITE
 HX2895  PID         -  HX2895
 HX2895  STATE/COUNTY-  WV/WEBSTER
 HX2895  USGS QUAD   -  BERGOO (1995)
 HX2895
 HX2895                         *CURRENT SURVEY CONTROL
 HX2895  ___________________________________________________________________
 HX2895* NAD 83(1995)-  38 22 34.57347(N)    080 22 03.44477(W)     ADJUSTED  
 HX2895* NAVD 88     -      1088.0    (meters)    3570.     (feet)  VERTCON   
 HX2895  ___________________________________________________________________
 HX2895  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 HX2895  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HX2895
 HX2895  HORZ ORDER  -  THIRD
 HX2895
 HX2895.The horizontal coordinates were established by classical geodetic methods
 HX2895.and adjusted by the National Geodetic Survey in April 1998..
 HX2895
 HX2895.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2895
 HX2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2895
 HX2895.The geoid height was determined by GEOID03.
 HX2895
 HX2895;                    North         East     Units Scale Factor Converg.
 HX2895;SPC WV S     -   152,939.550   655,253.959   MT  0.99993126   +0 23 27.4
 HX2895;UTM  17      - 4,247,753.590   555,236.342   MT  0.99963757   +0 23 33.4
 HX2895
 HX2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2895!SPC WV S     -   0.99983412  x   0.99993126  =   0.99976540
 HX2895!UTM  17      -   0.99983412  x   0.99963757  =   0.99947175
 HX2895
 HX2895:                Primary Azimuth Mark                     Grid Az
 HX2895:SPC WV S     -  WEBSTER SPRINGS ATT MICROWAVE            008 06 20.5
 HX2895:UTM  17      -  WEBSTER SPRINGS ATT MICROWAVE            008 06 14.5
 HX2895
 HX2895|---------------------------------------------------------------------|
 HX2895| PID    Reference Object                     Distance      Geod. Az  |
 HX2895|                                                           dddmmss.s |
 HX2895| HX2860 WEBSTER SPRINGS ATT MICROWAVE       APPROX.15.0 KM 0082947.9 |
 HX2895| DC4978 WHITE RM 1                           25.010 METERS 09623     |
 HX2895| DC4979 WHITE RM 2                           24.813 METERS 23157     |
 HX2895| HX2900 RED                                 APPROX. 6.9 KM 2480001.7 |
 HX2895|---------------------------------------------------------------------|
 HX2895
 HX2895                          SUPERSEDED SURVEY CONTROL
 HX2895
 HX2895  NAD 83(1986)-  38 22 34.57988(N)    080 22 03.45812(W) AD(       ) 3
 HX2895  NAD 27      -  38 22 34.16800(N)    080 22 04.18730(W) AD(       ) 3
 HX2895  NGVD 29 (07/19/86) 1088.1    (m)         3570.     (f) VERT ANG       
 HX2895
 HX2895.Superseded values are not recommended for survey control.
 HX2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2895.See file dsdata.txt to determine how the superseded data were derived.
 HX2895
 HX2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC5523647754(NAD 83)
 HX2895_MARKER: DS = TRIANGULATION STATION DISK
 HX2895_SETTING: 0 = UNSPECIFIED SETTING
 HX2895
 HX2895  HISTORY     - Date     Condition        Report By
 HX2895  HISTORY     - 1961     MONUMENTED       CGS
 HX2895
 HX2895                          STATION DESCRIPTION
 HX2895
 HX2895'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2895'STATION IS LOCATED ON THE SUMMIT OF AND AT THE WEST END OF A BROAD
 HX2895'TIMBERED RIDGE
 HX2895'NEAR THE HEAD OF WHITE OAK FORK.  IT IS 51 FEET NORTH OF
 HX2895'WOODS ROAD, 22-1/2 FEET NORTHEAST
 HX2895'OF A 16 INCH MAPLE TREE, 17 FEET NORTH OF
 HX2895'A 14 INCH MAPLE TREE WITH TRIANGLE BLAZE AND 3.7
 HX2895'FEET SOUTH OF METAL
 HX2895'WITNESS POST WITH SIGN.  STATION IS MARKED BY A STANDARD DISK
 HX2895'CEMENTED IN THE TOP OF
 HX2895'A 4 INCH ORANGEBURG PIPE THAT PROJECTS 4 INCHES ABOVE THE
 HX2895'SURFACE OF THE GROUND AND THE
 HX2895'DISK IS STAMPED WHITE 1961.
 HX2895'
 HX2895'TO REACH THE STATION FROM THE RAIL ROAD STATION IN COWEN, GO EASTERLY
 HX2895'ON STATE HIGHWAY
 HX2895'NO. 20 FOR 1.5 MILES TO A SIDE ROAD RIGHT (WILLIAMS RIVER
 HX2895'ROAD).  TURN RIGHT AND GO SOUTHEAST
 HX2895'ON WILLIAMS RIVER ROAD FOR 0.5 MILE TO
 HX2895'FORK, TAKE RIGHT FORK AND GO SOUTH FOR 1.6 MILES TO
 HX2895'FORK TAKE RIGHT FORK
 HX2895'REMAINING ON WILLIAMS RIVER ROAD FOR 6.9 MILES TO END OF SURFACED
 HX2895'ROAD AND SMALL WOODEN
 HX2895'BRIDGE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON DIRT ROAD
 HX2895'(FOREST SERVICE ROAD NO. 86)
 HX2895'FOR 1.3 MILES TO A FORK, TURN LEFT AND GO
 HX2895'NORTHWEST UP HILL ON (FOREST SERVICE ROAD NO.
 HX2895'133) FOR 3.0 MILES TO
 HX2895'SUMMIT AND WOODS ROAD RIGHT.  THIS IS END OF TRUCK TRAVEL FOR
 HX2895'CONVENTIONAL DRIVE
 HX2895'VEHICLES.  (A 4 WHEEL DRIVE VEHICLE MAY BE DRIVEN TO STATION).
 HX2895'TURN RIGHT ON WOODS ROAD
 HX2895'AND GO EASTERLY FOR 0.7 MILE AND STATION ON LEFT
 HX2895'AS DESCRIBED.
 HX2895'
 HX2895'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE APPROXIMATE CENTER OF
 HX2895'WOODS ROAD, 17
 HX2895'FEET SOUTHWEST OF A 20 INCH TREE AND 8 FEET EAST OF A 12
 HX2895'INCH BEECH TREE.  IT IS MARKED BY
 HX2895'A STANDARD DISK CEMENTED IN THE TOP OF
 HX2895'A 4 INCH ORANGEBURG PIPE THAT PROJECTS 8 INCHES
 HX2895'ABOVE THE SURFACE OF THE
 HX2895'GROUND AND THE DISK IS STAMPED WHITE NO 1 1961.
 HX2895'
 HX2895'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE APPROXIMATE CENTER OF
 HX2895'ROAD, 23 FEET EAST
 HX2895'OF AN 18 INCH BIRCH TREE AND 9 FEET NORTHWEST OF A 10
 HX2895'INCH MAPLE TREE.  IT IS MARKED BY A
 HX2895'STANDARD DISK CEMENTED IN THE TOP OF
 HX2895'A 4 INCH ORANGEBURG PIPE THAT PROJECTS 8 INCHES ABOVE
 HX2895'THE SURFACE OF THE
 HX2895'GROUND AND THE DISK IS STAMPED WHITE NO 2 1961.
 HX2895'
 HX2895'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 HX2895'
 HX2895'HEIGHT OF LIGHT ABOVE STATION MARK 26.18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3352 ***********************************************************************
 GX3352  DESIGNATION -  WHITE OAK
 GX3352  PID         -  GX3352
 GX3352  STATE/COUNTY-  WV/RALEIGH
 GX3352  USGS QUAD   -  HINTON (1976)
 GX3352
 GX3352                         *CURRENT SURVEY CONTROL
 GX3352  ___________________________________________________________________
 GX3352* NAD 83(1995)-  37 41 28.91976(N)    080 59 51.66666(W)     ADJUSTED  
 GX3352* NAVD 88     -       980.     (meters)    3215.     (feet)  SCALED    
 GX3352  ___________________________________________________________________
 GX3352  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 GX3352  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX3352
 GX3352  HORZ ORDER  -  SECOND
 GX3352
 GX3352.The horizontal coordinates were established by classical geodetic methods
 GX3352.and adjusted by the National Geodetic Survey in April 1998..
 GX3352
 GX3352.The orthometric height was scaled from a topographic map.
 GX3352
 GX3352.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3352
 GX3352.The geoid height was determined by GEOID03.
 GX3352
 GX3352;                    North         East     Units Scale Factor Converg.
 GX3352;SPC WV S     -    76,733.640   600,204.158   MT  0.99996247   +0 00 05.2
 GX3352;UTM  17      - 4,171,572.405   500,204.084   MT  0.99960000   +0 00 05.1
 GX3352
 GX3352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3352!SPC WV S     -   0.99985113  x   0.99996247  =   0.99981361
 GX3352!UTM  17      -   0.99985113  x   0.99960000  =   0.99945119
 GX3352
 GX3352|---------------------------------------------------------------------|
 GX3352| PID    Reference Object                     Distance      Geod. Az  |
 GX3352|                                                           dddmmss.s |
 GX3352| DC4980 WHITE OAK RM 1                       20.218 METERS 07903     |
 GX3352| DC4981 WHITE OAK RM 2                       23.443 METERS 32033     |
 GX3352| GX3362 ROUND KNOB                          APPROX. 9.4 KM 3204801.8 |
 GX3352|---------------------------------------------------------------------|
 GX3352
 GX3352                          SUPERSEDED SURVEY CONTROL
 GX3352
 GX3352  NAD 83(1995)-  37 41 28.92673(N)    080 59 51.67229(W) AD(       ) 2
 GX3352  NAD 83(1986)-  37 41 28.92685(N)    080 59 51.67267(W) AD(       ) 2
 GX3352  NAD 27      -  37 41 28.50100(N)    080 59 52.34100(W) AD(       ) 2
 GX3352
 GX3352.Superseded values are not recommended for survey control.
 GX3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3352.See file dsdata.txt to determine how the superseded data were derived.
 GX3352
 GX3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB0020471572(NAD 83)
 GX3352_MARKER: DS = TRIANGULATION STATION DISK
 GX3352_SETTING: 0 = UNSPECIFIED SETTING
 GX3352
 GX3352  HISTORY     - Date     Condition        Report By
 GX3352  HISTORY     - 1952     MONUMENTED       CGS
 GX3352
 GX3352                          STATION DESCRIPTION
 GX3352
 GX3352'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3352'THE STATION IS LOCATED 12 MILES SOUTHEAST OF BECKLEY, 6 MILES WEST OF
 GX3352'HINTON, ON TOP OF A HEAVY WOODED RIDGE, AND ON LAND LEASED BY THE
 GX3352'WILCOX COAL CO. IT IS 30 FEET WEST OF THE CENTERLINE OF A TRACK ROAD,
 GX3352'17 FEET NORTHEAST OF A TRIANGULAR BLAZED 12 INCHE HICKORY
 GX3352'TREE AND 5 FEET EAST OF THE WITNESS POST. THE DISK IS SET IN A 4 INCH
 GX3352'IRON PIPE, FILLED WITH CONCRETE, PROJECTING 6 INCHES AND THE
 GX3352'DISK IS STAMPED WHITEOAK 1952.
 GX3352'
 GX3352'R.M. NO. 1 IS 15 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD. THE
 GX3352'MARK IS A 4 INCH IRON PIPE, FILLED WITH CONCRETE, PROJECTION 6
 GX3352'INCHES AND THE DISK IS STAMPED WHITEOAK NO 1 1952.
 GX3352'
 GX3352'R.M. NO. 2 IS 10 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD.  THE
 GX3352'MARK IS A 4 INCH IRON PIPE, FILLED WITH CONCRETE, PROJECTING 6
 GX3352'INCHES AND THE DISK IS STAMPED WHITEOAK NO 2 1952.
 GX3352'
 GX3352'THERE IS NO AVAILABLE SITE FOR AN AZIMUTH MARK AT THIS STATION.
 GX3352'
 GX3352'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19, 21 AND
 GX3352'STATE HIGHWAY 3, WHICH IS 7 MILES SOUTH OF BECKLEY, GO SOUTHEAST ON
 GX3352'STATE HIGHWAY 3 FOR 6.1 MILES TO ROAD LEFT, TURN LEFT AND GO EAST ON
 GX3352'GRADED ROAD FOR 0.7 MILE, PASSING COAL TIPPLES ON LEFT, TO ROAD LEFT
 GX3352'UP SMALL HILL, TURN LEFT UP SMALL HILL AND FOLLOW ROAD AROUND EDGE OF
 GX3352'HILL IN A NORTHWESTLY DIRECTION FOR 0.25 MILE TO T
 GX3352'INTERSECTION, TURN SHARP RIGHT ON WELL DEFINED ROAD IN AN EASTLY
 GX3352'DIRECTION FOR 0.9 MILE TO DIM TRACK ROAD RIGHT, TURN RIGHT ON TRACK
 GX3352'ROAD FOR 0.05 MILE TO STATION.
 GX3352'
 GX3352'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3490 ***********************************************************************
 GX3490  DESIGNATION -  WHITE SULPHUR
 GX3490  PID         -  GX3490
 GX3490  STATE/COUNTY-  WV/GREENBRIER
 GX3490  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX3490
 GX3490                         *CURRENT SURVEY CONTROL
 GX3490  ___________________________________________________________________
 GX3490* NAD 83(1995)-  37 47 55.38376(N)    080 17 43.29555(W)     ADJUSTED  
 GX3490* NAVD 88     -       569.6    (meters)    1869.     (feet)  GPS OBS   
 GX3490  ___________________________________________________________________
 GX3490  X           -     850,697.668 (meters)                     COMP
 GX3490  Y           -  -4,974,360.669 (meters)                     COMP
 GX3490  Z           -   3,888,144.428 (meters)                     COMP
 GX3490  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 GX3490  ELLIP HEIGHT-         537.98  (meters)          (10/04/01) GPS OBS
 GX3490  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GX3490
 GX3490  HORZ ORDER  -  FIRST
 GX3490  ELLP ORDER  -  FOURTH    CLASS II
 GX3490
 GX3490.The horizontal coordinates were established by GPS observations
 GX3490.and adjusted by the National Geodetic Survey in April 1998..
 GX3490
 GX3490.The orthometric height was determined by GPS observations and a
 GX3490.high-resolution geoid model.
 GX3490
 GX3490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX3490
 GX3490.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3490
 GX3490.The ellipsoidal height was determined by GPS observations
 GX3490.and is referenced to NAD 83.
 GX3490
 GX3490.The geoid height was determined by GEOID03.
 GX3490
 GX3490;                    North         East     Units Scale Factor Converg.
 GX3490;SPC WV S     -    88,884.076   662,055.242   MT  0.99994821   +0 26 08.2
 GX3490;SPC VA S     - 1,164,127.980 3,341,892.789   MT  0.99997366   -1 05 22.7
 GX3490;SPC VA S     - 3,819,309.88 10,964,193.26   sFT  0.99997366   -1 05 22.7
 GX3490;UTM  17      - 4,183,716.514   562,034.624   MT  0.99964740   +0 25 54.8
 GX3490
 GX3490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3490!SPC WV S     -   0.99991559  x   0.99994821  =   0.99986380
 GX3490!SPC VA S     -   0.99991559  x   0.99997366  =   0.99988925
 GX3490!UTM  17      -   0.99991559  x   0.99964740  =   0.99956302
 GX3490
 GX3490                          SUPERSEDED SURVEY CONTROL
 GX3490
 GX3490  ELLIP H (04/01/98)  538.09   (m)                       GP(       ) 4 1
 GX3490  NAD 83(1986)-  37 47 55.38553(N)    080 17 43.31213(W) AD(       ) 1
 GX3490
 GX3490.Superseded values are not recommended for survey control.
 GX3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3490.See file dsdata.txt to determine how the superseded data were derived.
 GX3490
 GX3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB6203583717(NAD 83)
 GX3490_MARKER: DD = SURVEY DISK
 GX3490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3490_SP_SET: CONCRETE POST
 GX3490_STAMPING: WHITE SULPHUR GPS 1992
 GX3490_MARK LOGO: USFS  
 GX3490_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX3490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3490+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GX3490
 GX3490  HISTORY     - Date     Condition        Report By
 GX3490  HISTORY     - 1992     MONUMENTED       USFS
 GX3490
 GX3490                          STATION DESCRIPTION
 GX3490
 GX3490'DESCRIBED BY US FOREST SERVICE 1992
 GX3490'LOCATED AT WHITE SULPHUR SPRINGS RANGER STATION AND NATIONAL FISH
 GX3490'HATCHERY IN THE COUNTY OF GREENBRIER IN THE STATE OF WEST VIRGINIA.
 GX3490'TO REACH - FROM THE ENTRANCE ROAD TO THE RANGER STATION AND NATIONAL
 GX3490'FISH HATCHERY, PROCEED NORTHERLY TO RANGER STATION.  STATION IS
 GX3490'APPROXIMATELY 35 FT (10.7 MT) EAST FROM THE SOUTHEAST CORNER OF THE
 GX3490'RANGER STATION.
 GX3490'STATION IS A BRASS DISC IN A 10 IN X 10 IN CONCRETE MONUMENT STAMPED
 GX3490'WHITE SULPHUR GPS 1992.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5887 ***********************************************************************
 AA5887  SACS        -  This is a Secondary Airport Control Station.
 AA5887  DESIGNATION -  WHV AP 1964 STA B
 AA5887  PID         -  AA5887
 AA5887  STATE/COUNTY-  WV/OHIO
 AA5887  USGS QUAD   -  TILTONSVILLE (1985)
 AA5887
 AA5887                         *CURRENT SURVEY CONTROL
 AA5887  ___________________________________________________________________
 AA5887* NAD 83(1995)-  40 10 06.20179(N)    080 39 02.97389(W)     ADJUSTED  
 AA5887* NAVD 88     -       356.03   (meters)    1168.1    (feet)  GPS OBS   
 AA5887  ___________________________________________________________________
 AA5887  X           -     792,908.079 (meters)                     COMP
 AA5887  Y           -  -4,816,079.450 (meters)                     COMP
 AA5887  Z           -   4,092,498.653 (meters)                     COMP
 AA5887  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AA5887  ELLIP HEIGHT-         322.12  (meters)          (08/09/01) GPS OBS
 AA5887  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AA5887
 AA5887  HORZ ORDER  -  FIRST
 AA5887  ELLP ORDER  -  FOURTH    CLASS II
 AA5887
 AA5887.This mark is at Wheeling Ohio County Airport (HLG)
 AA5887
 AA5887.The horizontal coordinates were established by GPS observations
 AA5887.and adjusted by the National Geodetic Survey in April 1998..
 AA5887
 AA5887.The orthometric height was determined by GPS observations and a
 AA5887.high-resolution geoid model.
 AA5887
 AA5887.GPS derived orthometric heights for airport stations designated as
 AA5887.PACS or SACS are published to 2 decimal places.  This maintains
 AA5887.centimeter relative accuracy between the PACS and SACS.  It does
 AA5887.not indicate centimeter accuracy relative to other marks which are
 AA5887.part of the NAVD 88 network.
 AA5887
 AA5887.Photographs are available for this station.
 AA5887
 AA5887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5887
 AA5887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5887
 AA5887.The ellipsoidal height was determined by GPS observations
 AA5887.and is referenced to NAD 83.
 AA5887
 AA5887.The geoid height was determined by GEOID03.
 AA5887
 AA5887;                    North         East     Units Scale Factor Converg.
 AA5887;SPC WV N     -   185,853.513   501,972.446   MT  0.99998550   -0 44 02.3
 AA5887;UTM  17      - 4,446,505.505   529,732.070   MT  0.99961088   +0 13 30.8
 AA5887
 AA5887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5887!SPC WV N     -   0.99994947  x   0.99998550  =   0.99993497
 AA5887!UTM  17      -   0.99994947  x   0.99961088  =   0.99956037
 AA5887
 AA5887:                Primary Azimuth Mark                     Grid Az
 AA5887:SPC WV N     -  WHV ARP 1964                             021 09 04.0
 AA5887:UTM  17      -  WHV ARP 1964                             020 11 30.9
 AA5887
 AA5887|---------------------------------------------------------------------|
 AA5887| PID    Reference Object                     Distance      Geod. Az  |
 AA5887|                                                           dddmmss.s |
 AA5887| AA5885 WHV ARP 1964                        APPROX. 0.9 KM 0202501.7 |
 AA5887|---------------------------------------------------------------------|
 AA5887
 AA5887                          SUPERSEDED SURVEY CONTROL
 AA5887
 AA5887  ELLIP H (04/02/98)  322.23   (m)                       GP(       ) 4 2
 AA5887  NAD 83(1995)-  40 10 06.20183(N)    080 39 02.97387(W) AD(       ) 1
 AA5887  ELLIP H (11/30/95)  322.05   (m)                       GP(       ) 4 2
 AA5887  NAD 83(1995)-  40 10 06.20246(N)    080 39 02.97404(W) AD(       ) 1
 AA5887  ELLIP H (07/12/95)  322.02   (m)                       GP(       ) 3 2
 AA5887  NGVD 29 (07/12/95)  356.24   (m)         1168.8    (f) LEVELING    3  
 AA5887
 AA5887.Superseded values are not recommended for survey control.
 AA5887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5887.See file dsdata.txt to determine how the superseded data were derived.
 AA5887
 AA5887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2973246506(NAD 83)
 AA5887_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5887_SP_SET: CONCRETE POST
 AA5887_STAMPING: AP 1964 STA B
 AA5887_MARK LOGO: CGS   
 AA5887_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5887+STABILITY: SURFACE MOTION
 AA5887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5887+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1999
 AA5887
 AA5887  HISTORY     - Date     Condition        Report By
 AA5887  HISTORY     - 1964     MONUMENTED       CGS
 AA5887  HISTORY     - 19880907 GOOD             NGS
 AA5887  HISTORY     - 19940913 GOOD             NGS
 AA5887  HISTORY     - 19960717 GOOD             NGS
 AA5887  HISTORY     - 19991015 GOOD             NGS
 AA5887
 AA5887                          STATION DESCRIPTION
 AA5887
 AA5887'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ETO)
 AA5887'STATION IS LOCATED ON THE WHEELING-OHIO COUNTY AIRPORT WHICH IS ABOUT
 AA5887'8 MILES (12.9 KM) NORTH OF THE CITY OF WHEELING, WVA, 1.5 MI (2.4 KM)
 AA5887'EAST OF SHORT CREEK AND 3 MI (4.8 KM) WEST OF WEST LIBERTY, WVA ACCESS
 AA5887'IS BEST OBTAINED VIA STATE HIGHWAY 2. ACCESS TO THE FIELD IS
 AA5887'CONTROLLED ARRANGEMENTS SHOULD BE MADE WITH THE AIRPORT MANAGERS
 AA5887'OFFICE BEFORE ENTERING THE AIRFIELD.  AIRPORT PHONE NUMBER IS
 AA5887'304-234-3865. FROM THE TERMINAL BUILDING PROCEED EAST VIA THE RAMP AND
 AA5887'TAXIWAY TO RUNWAY END 21.  DRIVE ON RUNWAY 3/21 CROSSING RUNWAY 16/34
 AA5887'AND CONTINUING TO RUNWAY END 3 AND THE STATION IN THE GRASS JUST EAST
 AA5887'OF THE END OF RUNWAY 3. IT IS 75 FT (22.9 M) EAST OF AND ON LINE WITH
 AA5887'THE SOUTHEAST CORNER OF RUNWAY END 3 AND 13.4 FT (4.1 M) NORTHEAST OF
 AA5887'THE CENTER OF A STROBE LIGHT (REIL)JUST SOUTHEAST OF THE RUNWAY.
 AA5887
 AA5887                          STATION RECOVERY (1988)
 AA5887
 AA5887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AA5887'THE STATION IS LOCATED ON THE WHEELING-OHIO COUNTY AIRPORT.  IT IS
 AA5887'149.9 FT (45.7 M) EAST-SOUTHEAST OF CENTERLINE AND ADJACENT TO RUNWAY
 AA5887'END 3.  THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A
 AA5887'CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND AND STAMPED AP 1964 STA
 AA5887'B.
 AA5887
 AA5887                          STATION RECOVERY (1994)
 AA5887
 AA5887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA5887'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  FROM THE
 AA5887'TERMINAL BUILDING, PROCEED EAST 0.13 MI (0.21 KM) VIA THE RAMP AN THE
 AA5887'TAXIWAY TO RUNWAY END 21, TURN RIGHT (SOUTH SOUTHWEST) AND GO 1.0 MI
 AA5887'(1.6 KM) ON RUNWAY 3-21 CROSSING RUNWAY 16-34 TO THE END OF THE RUNWAY
 AA5887'AND THE STATION TO THE LEFT (EAST) OF THE RUNWAY.  FOR ACCESS TO THE
 AA5887'AIRPORT AND THE STATION CONTACT MR.  THOMAS S.  TOMINACK, AIRPORT
 AA5887'MANAGER, WHEELING-OHIO COUNTY AIRPORT, RT 5, BOX 5, WHEELING, WV
 AA5887'26003, PHONE (304) 234-3865.  DESCRIBED BY RAZ.
 AA5887
 AA5887                          STATION RECOVERY (1996)
 AA5887
 AA5887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RAH)
 AA5887'RECOVERED AS DESCRIBED IN 1994.
 AA5887
 AA5887                          STATION RECOVERY (1999)
 AA5887
 AA5887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AA5887'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5886 ***********************************************************************
 AA5886  SACS        -  This is a Secondary Airport Control Station.
 AA5886  DESIGNATION -  WHV AP STA A
 AA5886  PID         -  AA5886
 AA5886  STATE/COUNTY-  WV/OHIO
 AA5886  USGS QUAD   -  TILTONSVILLE (1985)
 AA5886
 AA5886                         *CURRENT SURVEY CONTROL
 AA5886  ___________________________________________________________________
 AA5886* NAD 83(1995)-  40 10 50.60066(N)    080 38 34.73930(W)     ADJUSTED  
 AA5886* NAVD 88     -       364.33   (meters)    1195.3    (feet)  GPS OBS   
 AA5886  ___________________________________________________________________
 AA5886  X           -     793,424.709 (meters)                     COMP
 AA5886  Y           -  -4,815,105.388 (meters)                     COMP
 AA5886  Z           -   4,093,550.421 (meters)                     COMP
 AA5886  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AA5886  ELLIP HEIGHT-         330.42  (meters)          (08/09/01) GPS OBS
 AA5886  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AA5886
 AA5886  HORZ ORDER  -  FIRST
 AA5886  ELLP ORDER  -  FOURTH    CLASS II
 AA5886
 AA5886.This mark is at Wheeling Ohio County Airport (HLG)
 AA5886
 AA5886.The horizontal coordinates were established by GPS observations
 AA5886.and adjusted by the National Geodetic Survey in April 1998..
 AA5886
 AA5886.The orthometric height was determined by GPS observations and a
 AA5886.high-resolution geoid model.
 AA5886
 AA5886.GPS derived orthometric heights for airport stations designated as
 AA5886.PACS or SACS are published to 2 decimal places.  This maintains
 AA5886.centimeter relative accuracy between the PACS and SACS.  It does
 AA5886.not indicate centimeter accuracy relative to other marks which are
 AA5886.part of the NAVD 88 network.
 AA5886
 AA5886.Photographs are available for this station.
 AA5886
 AA5886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5886
 AA5886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5886
 AA5886.The ellipsoidal height was determined by GPS observations
 AA5886.and is referenced to NAD 83.
 AA5886
 AA5886.The geoid height was determined by GEOID03.
 AA5886
 AA5886;                    North         East     Units Scale Factor Converg.
 AA5886;SPC WV N     -   187,214.289   502,657.895   MT  0.99998756   -0 43 44.3
 AA5886;UTM  17      - 4,447,877.050   530,394.393   MT  0.99961137   +0 13 49.3
 AA5886
 AA5886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5886!SPC WV N     -   0.99994817  x   0.99998756  =   0.99993573
 AA5886!UTM  17      -   0.99994817  x   0.99961137  =   0.99955956
 AA5886
 AA5886:                Primary Azimuth Mark                     Grid Az
 AA5886:SPC WV N     -  WHV ARP 1964                             215 34 04.1
 AA5886:UTM  17      -  WHV ARP 1964                             214 36 30.5
 AA5886
 AA5886|---------------------------------------------------------------------|
 AA5886| PID    Reference Object                     Distance      Geod. Az  |
 AA5886|                                                           dddmmss.s |
 AA5886| AA5885 WHV ARP 1964                        APPROX. 0.6 KM 2145019.8 |
 AA5886|---------------------------------------------------------------------|
 AA5886
 AA5886                          SUPERSEDED SURVEY CONTROL
 AA5886
 AA5886  ELLIP H (04/02/98)  330.53   (m)                       GP(       ) 4 2
 AA5886  NAD 83(1995)-  40 10 50.60070(N)    080 38 34.73928(W) AD(       ) 1
 AA5886  ELLIP H (11/30/95)  330.35   (m)                       GP(       ) 4 2
 AA5886  NAD 83(1995)-  40 10 50.60111(N)    080 38 34.73947(W) AD(       ) 1
 AA5886  ELLIP H (07/12/95)  330.36   (m)                       GP(       ) 3 2
 AA5886  NGVD 29 (07/12/95)  364.49   (m)         1195.8    (f) LEVELING    3  
 AA5886
 AA5886.Superseded values are not recommended for survey control.
 AA5886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5886.See file dsdata.txt to determine how the superseded data were derived.
 AA5886
 AA5886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE3039447877(NAD 83)
 AA5886_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5886_SP_SET: CONCRETE POST
 AA5886_STAMPING: AP 1964 STA A
 AA5886_MARK LOGO: CGS   
 AA5886_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5886+STABILITY: SURFACE MOTION
 AA5886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5886+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1999
 AA5886
 AA5886  HISTORY     - Date     Condition        Report By
 AA5886  HISTORY     - 1964     MONUMENTED       CGS
 AA5886  HISTORY     - 19880907 GOOD             NGS
 AA5886  HISTORY     - 19940913 GOOD             NGS
 AA5886  HISTORY     - 19960717 GOOD             NGS
 AA5886  HISTORY     - 19991015 GOOD             NGS
 AA5886
 AA5886                          STATION DESCRIPTION
 AA5886
 AA5886'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ETO)
 AA5886'STATION IS LOCATED ON THE WHEELING-OHIO COUNTY AIRPORT WHICH IS ABOUT
 AA5886'8 MILES (12.9 KM) NORTH OF THE CITY OF WHEELING, WVA, 1.5 MI (2.4 KM)
 AA5886'EAST OF SHORT CREEK AND 3 MI (4.8 KM) WEST OF WEST LIBERTY, WVA ACCESS
 AA5886'IS BEST OBTAINED VIA STATE HIGHWAY 2. ACCESS TO THE FIELD IS
 AA5886'CONTROLLED ARRANGEMENTS SHOULD BE MADE WITH THE AIRPORT MANAGERS
 AA5886'OFFICE BEFORE ENTERING THE AIRFIELD.  AIRPORT PHONE NUMBER IS
 AA5886'304-234-3865. FROM THE TERMINAL BUILDING PROCEED EAST VIA THE RAMP AND
 AA5886'TAXIWAY TO RUNWAY END 21.  DRIVE ACROSS RUNWAY END 21 TO THE STATION
 AA5886'EAST 75 FT (22.9 M) EAST OF THE CORNER OF THE RUNWAY AND ON LINE WITH
 AA5886'RUNWAY END 21.
 AA5886
 AA5886                          STATION RECOVERY (1988)
 AA5886
 AA5886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (HSK)
 AA5886'THE STATION IS LOCATED ON THE WHEELING-OHIO COUNTY AIRPORT.  IT IS 150
 AA5886'FT (45.7 M) EAST-SOUTHEAST OF CENTERLINE AND ADJACENT TO RUNWAY END
 AA5886'21.  THE STATION IS A STANDARD TOPGRAPHIC DISK SET IN THE TOP OF A
 AA5886'CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND AND STAMPED AP 1964 STA
 AA5886'A.
 AA5886
 AA5886                          STATION RECOVERY (1994)
 AA5886
 AA5886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA5886'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  FROM THE
 AA5886'TERMINAL BUILDING, PROCEED EAST 0.13 MI (0.21 KM) VIA THE RAMP AN THE
 AA5886'TAXIWAY TO RUNWAY END 21, CROSS THE END OF THE RUNWAY TO THE STATION
 AA5886'IN THE GRASS AREA ON LINE WITH THE END.  THE STATION IS LOCATED 227.3
 AA5886'FT (69.3 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE RUN-UP PAD,
 AA5886'75.4 FT (23.0 M) EAST OF THE EAST CORNER OF THE RUNWAY, AND 62.8 FT
 AA5886'(19.1 M) EAST OF THE FIRST RUNWAY LIGHT.  FOR ACCESS TO THE AIRPORT
 AA5886'AND THE STATION CONTACT MR.  THOMAS S.  TOMINACK, AIRPORT MANAGER,
 AA5886'WHEELING-OHIO COUNTY AIRPORT, RT 5, BOX 5, WHEELING, WV 26003, PHONE
 AA5886'(304) 234-3865.  DESCRIBED BY RAZ.
 AA5886
 AA5886                          STATION RECOVERY (1996)
 AA5886
 AA5886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RAH)
 AA5886'RECOVERED AS DESCRIBED IN 1994.
 AA5886
 AA5886                          STATION RECOVERY (1999)
 AA5886
 AA5886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AA5886'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5885 ***********************************************************************
 AA5885  PACS        -  This is a Primary Airport Control Station.
 AA5885  DESIGNATION -  WHV ARP 1964
 AA5885  PID         -  AA5885
 AA5885  STATE/COUNTY-  WV/OHIO
 AA5885  USGS QUAD   -  TILTONSVILLE (1985)
 AA5885
 AA5885                         *CURRENT SURVEY CONTROL
 AA5885  ___________________________________________________________________
 AA5885* NAD 83(1995)-  40 10 34.75365(N)    080 38 49.11836(W)     ADJUSTED  
 AA5885* NAVD 88     -       356.72   (meters)    1170.3    (feet)  GPS OBS   
 AA5885  ___________________________________________________________________
 AA5885  X           -     793,139.346 (meters)                     COMP
 AA5885  Y           -  -4,815,466.124 (meters)                     COMP
 AA5885  Z           -   4,093,172.043 (meters)                     COMP
 AA5885  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AA5885  ELLIP HEIGHT-         322.81  (meters)          (08/07/01) GPS OBS
 AA5885  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AA5885
 AA5885  HORZ ORDER  -  B
 AA5885  ELLP ORDER  -  FOURTH    CLASS II
 AA5885
 AA5885.This mark is at Wheeling Ohio County Airport (HLG)
 AA5885
 AA5885.The horizontal coordinates were established by GPS observations
 AA5885.and adjusted by the National Geodetic Survey in July 1995..
 AA5885
 AA5885.The orthometric height was determined by GPS observations and a
 AA5885.high-resolution geoid model.
 AA5885
 AA5885.GPS derived orthometric heights for airport stations designated as
 AA5885.PACS or SACS are published to 2 decimal places.  This maintains
 AA5885.centimeter relative accuracy between the PACS and SACS.  It does
 AA5885.not indicate centimeter accuracy relative to other marks which are
 AA5885.part of the NAVD 88 network.
 AA5885
 AA5885.Photographs are available for this station.
 AA5885
 AA5885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5885
 AA5885.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5885
 AA5885.The ellipsoidal height was determined by GPS observations
 AA5885.and is referenced to NAD 83.
 AA5885
 AA5885.The geoid height was determined by GEOID03.
 AA5885
 AA5885;                    North         East     Units Scale Factor Converg.
 AA5885;SPC WV N     -   186,729.887   502,311.509   MT  0.99998682   -0 43 53.4
 AA5885;UTM  17      - 4,447,387.101   530,056.293   MT  0.99961112   +0 13 39.9
 AA5885
 AA5885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5885!SPC WV N     -   0.99994936  x   0.99998682  =   0.99993618
 AA5885!UTM  17      -   0.99994936  x   0.99961112  =   0.99956050
 AA5885
 AA5885:                Primary Azimuth Mark                     Grid Az
 AA5885:SPC WV N     -  WHV AP STA A                             035 34 04.0
 AA5885:UTM  17      -  WHV AP STA A                             034 36 30.7
 AA5885
 AA5885|---------------------------------------------------------------------|
 AA5885| PID    Reference Object                     Distance      Geod. Az  |
 AA5885|                                                           dddmmss.s |
 AA5885| AA5886 WHV AP STA A                        APPROX. 0.6 KM 0345010.6 |
 AA5885| AA5887 WHV AP 1964 STA B                   APPROX. 0.9 KM 2002510.7 |
 AA5885|---------------------------------------------------------------------|
 AA5885
 AA5885                          SUPERSEDED SURVEY CONTROL
 AA5885
 AA5885  ELLIP H (03/24/98)  322.92   (m)                       GP(       ) 4 1
 AA5885  ELLIP H (07/12/95)  322.74   (m)                       GP(       ) 3 2
 AA5885  NGVD 29 (07/12/95)  356.90   (m)         1170.9    (f) LEVELING    3  
 AA5885
 AA5885.Superseded values are not recommended for survey control.
 AA5885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5885.See file dsdata.txt to determine how the superseded data were derived.
 AA5885
 AA5885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE3005647387(NAD 83)
 AA5885_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5885_SP_SET: CONCRETE POST
 AA5885_STAMPING: ARP 1964
 AA5885_MARK LOGO: CGS   
 AA5885_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5885+STABILITY: SURFACE MOTION
 AA5885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5885+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1999
 AA5885
 AA5885  HISTORY     - Date     Condition        Report By
 AA5885  HISTORY     - 1964     MONUMENTED       CGS
 AA5885  HISTORY     - 19880907 GOOD             NGS
 AA5885  HISTORY     - 19940913 GOOD             NGS
 AA5885  HISTORY     - 19960717 GOOD             NGS
 AA5885  HISTORY     - 19991015 GOOD             NGS
 AA5885
 AA5885                          STATION DESCRIPTION
 AA5885
 AA5885'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ETO)
 AA5885'STATION IS LOCATED ON THE WHEELING-OHIO COUNTY AIRPORT WHICH IS ABOUT
 AA5885'8 MILES (12.9 KM) NORTH OF THE CITY OF WHEELING, WVA, 1.5 MI (2.4 KM)
 AA5885'EAST OF SHORT CREEK AND 3 MI (4.8 KM) WEST OF WEST LIBERTY, WVA ACCESS
 AA5885'IS BEST OBTAINED VIA STATE HIGHWAY 2. ACCESS TO THE FIELD IS
 AA5885'CONTROLLED ARRANGEMENTS SHOULD BE MADE WITH THE AIRPORT MANAGERS
 AA5885'OFFICE BEFORE ENTERING THE AIRFIELD.  AIRPORT PHONE NUMBER IS
 AA5885'304-234-3865. FROM THE TERMINAL BUILDING PROCEED EAST VIA THE RAMP AND
 AA5885'TAXIWAY TO RUNWAY END 21.  DRIVE SOUTHWEST ON RUNWAY 3/21 CROSSING
 AA5885'RUNWAY 16/34 TO THE STATION IN THE GRASS AREA ON THE NORTH SIDE OF
 AA5885'RUNWAY 3/21 BETWEEN THE RUNWAY AND A PARALLEL TAXIWAY AND WEST OF THE
 AA5885'WEST EDGE OF RUNWAY 16/34. IT IS 300 FT (91.4 M) SOUTHWEST OF THE
 AA5885'CENTERLINE OF RUNWAY 16/34, 150 FT (45.7 M) NORTHWEST OF THE
 AA5885'CENTERLINE OF RUNWAY 3/21 AND 67.4 FT (20.5 M) NORTHEAST OF THE CENTER
 AA5885'OF A RUNWAY DISTANCE MARKER.
 AA5885
 AA5885                          STATION RECOVERY (1988)
 AA5885
 AA5885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AA5885'THE STATION IS LOCATED ON THE WHEELING-OHIO COUNTY AIRPORT.  IT IS 300
 AA5885'FT (91.4 M) SOUTHWEST OF CENTERLINE OF RUNWAY 16-34, AND IS 150 FT
 AA5885'(45.7 M) NORTHWEST OF CENTERLINE OF RUNWAY 3-21.  THE STATION IS A
 AA5885'STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A CONMCRETE MONUMENT ABOUT
 AA5885'FLUSH WITH THE GROUND AND STAMPED ARP 1964.
 AA5885
 AA5885                          STATION RECOVERY (1994)
 AA5885
 AA5885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA5885'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  FROM THE
 AA5885'TERMINAL BUILDING, PROCEED EAST 0.13 MI (0.21 KM) VIA THE RAMP AN THE
 AA5885'TAXIWAY TO RUNWAY END 21, TURN RIGHT (SOUTH SOUTHWEST) AND GO 0.34 MI
 AA5885'(0.55 KM) TO THE STATION TO THE RIGHT (WEST) OF THE RUNWAY.  THE
 AA5885'STATION IS 300 FT (91.4 M) SOUTHWEST OF THE CENTERLINE OF RUNWAY
 AA5885'16-34, 150 FT (45.7 M) NORTHWEST OF THE CENTERLINE OF RUNWAY 3-21, AND
 AA5885'67.4 FT (20.5 M) NORTHEAST OF THE CENTER OF A BLACK AND WHITE RUNWAY
 AA5885'DISTANCE MARKER NUMBER 3.  FOR ACCESS TO THE AIRPORT AND THE STATION
 AA5885'CONTACT MR.  THOMAS S.  TOMINACK, AIRPORT MANAGER, WHEELING-OHIO
 AA5885'COUNTY AIRPORT, RT 5, BOX 5, WHEELING, WV 26003, PHONE (304) 234-3865.
 AA5885'DESCRIBED BY RAZ.
 AA5885
 AA5885                          STATION RECOVERY (1996)
 AA5885
 AA5885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RAH)
 AA5885'RECOVERED AS DESCRIBED IN 1994.
 AA5885
 AA5885                          STATION RECOVERY (1999)
 AA5885
 AA5885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AA5885'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1965 ***********************************************************************
 JX1965  DESIGNATION -  WICK
 JX1965  PID         -  JX1965
 JX1965  STATE/COUNTY-  WV/TYLER
 JX1965  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX1965
 JX1965                         *CURRENT SURVEY CONTROL
 JX1965  ___________________________________________________________________
 JX1965* NAD 83(1995)-  39 23 18.92643(N)    080 59 00.03201(W)     ADJUSTED  
 JX1965* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 JX1965  ___________________________________________________________________
 JX1965  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 JX1965  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JX1965
 JX1965  HORZ ORDER  -  THIRD
 JX1965
 JX1965.The horizontal coordinates were established by classical geodetic methods
 JX1965.and adjusted by the National Geodetic Survey in April 1998..
 JX1965
 JX1965.The orthometric height was scaled from a topographic map.
 JX1965
 JX1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1965
 JX1965.The geoid height was determined by GEOID03.
 JX1965
 JX1965;                    North         East     Units Scale Factor Converg.
 JX1965;SPC WV N     -    99,703.368   472,221.503   MT  0.99994928   -0 56 45.7
 JX1965;UTM  17      - 4,359,900.482   501,434.503   MT  0.99960003   +0 00 38.1
 JX1965
 JX1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1965!SPC WV N     -   0.99994271  x   0.99994928  =   0.99989199
 JX1965!UTM  17      -   0.99994271  x   0.99960003  =   0.99954276
 JX1965
 JX1965|---------------------------------------------------------------------|
 JX1965| PID    Reference Object                     Distance      Geod. Az  |
 JX1965|                                                           dddmmss.s |
 JX1965| CW9738 WICK RM 1                            12.945 METERS 02350     |
 JX1965| CW9739 WICK RM 2                            10.996 METERS 12432     |
 JX1965| JX1047 CULL                                APPROX. 9.8 KM 2343311.5 |
 JX1965| JX2109 PLEASANTS RADIO KQN 31 N MAST       APPROX.20.0 KM 2423739.4 |
 JX1965|---------------------------------------------------------------------|
 JX1965
 JX1965                          SUPERSEDED SURVEY CONTROL
 JX1965
 JX1965  NAD 83(1986)-  39 23 18.93156(N)    080 59 00.03974(W) AD(       ) 3
 JX1965  NAD 27      -  39 23 18.65720(N)    080 59 00.65340(W) AD(       ) 3
 JX1965
 JX1965.Superseded values are not recommended for survey control.
 JX1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1965.See file dsdata.txt to determine how the superseded data were derived.
 JX1965
 JX1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0143559900(NAD 83)
 JX1965_MARKER: DS = TRIANGULATION STATION DISK
 JX1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1965_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1965
 JX1965  HISTORY     - Date     Condition        Report By
 JX1965  HISTORY     - 1963     MONUMENTED       CGS
 JX1965
 JX1965                          STATION DESCRIPTION
 JX1965
 JX1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1965'THE STATION IS LOCATED ON A HIGH HILL IN MEADOWLAND AT EAST END OF
 JX1965'RIDGE ABOUT 12 MILES SOUTH OF
 JX1965'SISTERSVILLE, 7-1/4 MILES NORTH OF PENNSBORO AND 1-3/4 MILES SOUTH
 JX1965'SOUTHWEST OF THE SMALL SETTLEMENT OF
 JX1965'WICK.  IT IS 45 FEET SOUTHWEST OF A WITNESS POST AND 27
 JX1965'FEET WEST OF A FENCE AND ON THE PROPERTY OF
 JX1965'MR. FOY HILL.  THE MONUMENT IS FLUSH AND THE
 JX1965'DISK IS STAMPED WICK 1963.
 JX1965'
 JX1965'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND 18 IN
 JX1965'SOUTH EDGE OF SISTERSVILLE, GO
 JX1965'SOUTHWEST ON HIGHWAY 2 FOR 4.05 MILES TO A SCHOOL ON THE LEFT IN
 JX1965'SMALL VILLAGE OF FRIENDLY.  CONTINUE
 JX1965'SOUTH ON HIGHWAY 2 FOR 4.3 MILES TO A ROAD LEFT AT EASE
 JX1965'SERVICE STATION ON THE LEFT.  TURN LEFT AND GO
 JX1965'EASTERLY ON A PAVED ROAD FOR 3.95 MILES
 JX1965'TO A STEEL BRIDGE AND THE ROAD TURNS RIGHT.  TURN RIGHT ACROSS
 JX1965'BRIDGE AND CONTINUE ON MAIN ROAD
 JX1965'FOR 0.75 MILE TO A FORK.  TURN RIGHT ON MAIN ROAD AND GO
 JX1965'SOUTHEASTERLY FOR 4.6 MILES TO A
 JX1965'BRIDGE.  TURN RIGHT AND GO 0.1 MILE TO A GENERAL STORE ON THE RIGHT.
 JX1965'TURN LEFT AND GO EAST FOR 1.65 MILES TO
 JX1965'POST OFFICE IN SMALL VILLAGE OF WICK.  TURN RIGHT ACROSS
 JX1965'SMALL BRIDGE AND GO SOUTH ON DIRT ROAD FOR 1.15
 JX1965'MILES TO A FORK.  TURN RIGHT AND GO 1.05
 JX1965'MILES TO THE SUMMIT OF HILL AND A TRACK ROAD LEFT.  TURN LEFT ON
 JX1965'TRACK ROAD AND GO EAST ALONG SOUTH
 JX1965'SIDE OF HILL FOR 0.3 MILE TO AN OLD BARN.  TURN LEFT AND GO NORTHERLY
 JX1965'UP HILL FOR 0.1 MILE TO A GATE.
 JX1965'PASSING THROUGH GATE AND GO 0.05 MILE UP HILL AND TURN RIGHT ALONG
 JX1965'RIDGE FOR 0.1 MILE TO TOP OF HILL AND
 JX1965'STATION.
 JX1965'
 JX1965'REFERENCE MARK 1 IS 3 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF
 JX1965'A FENCE.  THE MONUMENT IS FLUSH
 JX1965'AND THE DISK IS STAMPED WICK NO 1 1963.
 JX1965'
 JX1965'REFERENCE MARK 2 IS 1 FOOT WEST OF A FENCE AND 63 FEET SOUTHEAST OF A
 JX1965'WITNESS POST.  THE
 JX1965'MONUMENT IS FLUSH AND THE DISK IS STAMPED WICK NO 2 1963.
 JX1965'
 JX1965'STATION CULL 1944 CAN BE USED FOR AN AZIMUTH.
 JX1965'
 JX1965'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2920 ***********************************************************************
 HX2920  DESIGNATION -  WIDEN
 HX2920  PID         -  HX2920
 HX2920  STATE/COUNTY-  WV/CLAY
 HX2920  USGS QUAD   -  SWANDALE (1976)
 HX2920
 HX2920                         *CURRENT SURVEY CONTROL
 HX2920  ___________________________________________________________________
 HX2920* NAD 83(1995)-  38 28 50.04178(N)    080 52 59.24979(W)     ADJUSTED  
 HX2920* NAVD 88     -       555.1    (meters)    1821.     (feet)  VERTCON   
 HX2920  ___________________________________________________________________
 HX2920  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 HX2920  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HX2920
 HX2920  HORZ ORDER  -  SECOND
 HX2920
 HX2920.The horizontal coordinates were established by classical geodetic methods
 HX2920.and adjusted by the National Geodetic Survey in April 1998..
 HX2920
 HX2920.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2920
 HX2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2920
 HX2920.The geoid height was determined by GEOID03.
 HX2920
 HX2920;                    North         East     Units Scale Factor Converg.
 HX2920;SPC WV S     -   164,334.143   610,197.448   MT  0.99993899   +0 04 20.1
 HX2920;UTM  17      - 4,259,143.602   510,193.996   MT  0.99960128   +0 04 21.8
 HX2920
 HX2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2920!SPC WV S     -   0.99991792  x   0.99993899  =   0.99985692
 HX2920!UTM  17      -   0.99991792  x   0.99960128  =   0.99951924
 HX2920
 HX2920|---------------------------------------------------------------------|
 HX2920| PID    Reference Object                     Distance      Geod. Az  |
 HX2920|                                                           dddmmss.s |
 HX2920| HX2921 POND RIDGE FIRE TOWER                23.607 METERS 12015     |
 HX2920| DC4989 WIDEN AZ MK                                        1330440.5 |
 HX2920| DC4990 WIDEN RM 1                           29.070 METERS 14652     |
 HX2920| DC4991 WIDEN RM 2                           25.582 METERS 29129     |
 HX2920|---------------------------------------------------------------------|
 HX2920
 HX2920                          SUPERSEDED SURVEY CONTROL
 HX2920
 HX2920  NAD 83(1986)-  38 28 50.04924(N)    080 52 59.25974(W) AD(       ) 2
 HX2920  NAD 27      -  38 28 49.67860(N)    080 52 59.89540(W) AD(       ) 2
 HX2920  NGVD 29 (07/19/86)  555.3    (m)         1822.     (f) VERT ANG       
 HX2920
 HX2920.Superseded values are not recommended for survey control.
 HX2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2920.See file dsdata.txt to determine how the superseded data were derived.
 HX2920
 HX2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC1019459144(NAD 83)
 HX2920_MARKER: DS = TRIANGULATION STATION DISK
 HX2920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2920
 HX2920  HISTORY     - Date     Condition        Report By
 HX2920  HISTORY     - 1961     MONUMENTED       CGS
 HX2920  HISTORY     - 1973     GOOD             NGS
 HX2920
 HX2920                          STATION DESCRIPTION
 HX2920
 HX2920'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2920'STATION IS LOCATED ON THE SUMMIT OF A PROMINENT WOODED HILL NEAR THE
 HX2920'POND RIDGE FIRE
 HX2920'TOWER.  IT IS ABOUT 7 MILES SOUTHWEST OF BIRCH RIVER ABOUT
 HX2920'4 MILES SOUTHEAST OF HARRISON AND
 HX2920'ABOUT 1-1/2 MILES NORTHWEST OF WIDEN.
 HX2920'STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE
 HX2920'TOP OF A 12 X 12 INCH
 HX2920'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 HX2920'GROUND AND THE DISK
 HX2920'IS STAMPED WIDEN 1961.  IT IS 65 FEET NORTHWEST OF THE NORTHWEST
 HX2920'LEG OF FIRE TOWER, 22 FEET
 HX2920'NORTH OF A 12 INCH OAK TREE AND 2.5 FEET
 HX2920'EAST OF A METAL WITNESS POST WITH SIGN.
 HX2920'
 HX2920'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 19 AND A
 HX2920'NARROW TAR ROAD
 HX2920'LEADING WEST AT BIRCH RIVER, GO WEST ON TAR ROAD AS
 HX2920'SIGN WIDEN 9 MORRIS 5 FOR 3.45
 HX2920'MILES TO FORKS, TAKE LEFT FORK AND GO
 HX2920'SOUTHWEST FOR 6.6 MILES TO A CROSSROAD.  CONTINUE
 HX2920'SOUTHERLY ON TAR ROAD
 HX2920'FOR 0.75 MILE TO A DIRT ROAD ON THE RIGHT (STRAIGHT AHEAD), GO
 HX2920'SOUTHERLY ON DIRT
 HX2920'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 HX2920'SOUTHERLY FOR 0.3 MILE TO A
 HX2920'GATE ON THE LEFT.  TURN LEFT PASS THROUGH GATE AND
 HX2920'GO EAST UP HILL FOR 0.15 MILE TO
 HX2920'STATION AS DESCRIBED.
 HX2920'
 HX2920'AZIMUTH MARK IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A
 HX2920'12 X 12 INCH
 HX2920'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE SURFACE OF
 HX2920'THE GROUND AND THE DISK IS
 HX2920'STAMPED WIDEN 1961.  IT IS 20 FEET NORTHEAST
 HX2920'OF THE APPROXIMATE CENTER OF DIRT ROAD AND 5
 HX2920'FEET NORTHEAST OF A TELEPHONE POLE WITH SIGN.
 HX2920'
 HX2920'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP
 HX2920'OF A 12 X 12 INCH
 HX2920'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE SURFACE
 HX2920'OF THE GROUND AND THE DISK IS
 HX2920'STAMPED WIDEN NO 1 1961.  IT IS 53.5 FEET
 HX2920'SOUTHWEST OF THE SOUTHWEST CORNER OF CABIN, 32
 HX2920'FEET SOUTH OF THE SOUTHWEST
 HX2920'LEG OF FIRE TOWER AND 24.5 FEET WEST OF A 14 INCH OAK TREE.
 HX2920'
 HX2920'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP
 HX2920'OF A 12 X 12 INCH
 HX2920'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE SURFACE
 HX2920'OF THE GROUND AND THE DISK IS
 HX2920'STAMPED WIDEN NO 2 1961.  IT IS 17 FEET EAST
 HX2920'OF THE APPROXIMATE CENTER OF DIRT ROAD, 10 FEET
 HX2920'NORTH OF A 20 INCH HICKORY
 HX2920'TREE AND 5.5 FEET SOUTHEAST OF A 14 INCH HICKORY TREE.
 HX2920'
 HX2920'A TRAVERSE TIE WAS MADE TO THE CENTER OF THE POND RIDGE FIRE TOWER
 HX2920'AND THE DISTANCE IS SHOWN ABOVE.
 HX2920'
 HX2920'HEIGHT OF LIGHT ABOVE STATION MARK 29.97 METERS.
 HX2920
 HX2920                          STATION RECOVERY (1973)
 HX2920
 HX2920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (VDN)
 HX2920'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 HX2920'AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED IN 1961.
 HX2920'
 HX2920'THE STATION IS ON PROPERTY LEASED BY THE STATE OF WEST VIRGINIA.
 HX2920'PERMISSION WAS GRANTED BY MR. MORGAN GIBSON.  RANGER IN CHARGE.
 HX2920'CLAY WEST VIRGINIA.  PHONE NO. 332-5201 BUSINESS OR 587-2945
 HX2920'RESIDENCE.
 HX2920'
 HX2920'TO REACH THE STATION FROM THE POST OFFICE IN BIRCH RIVER, GO
 HX2920'SOUTHERLY FOLLOWING OLD STATE HIGHWAY 19 FOR 0.05 MILE TO A SIDE
 HX2920'ROAD.  TURN RIGHT, GO WESTERLY FOLLOWING PAVED ROAD FOR 3.3 MILES
 HX2920'TO A FORK (THE RIGHT FORK IS GRAVELED).  HERE BEAR LEFT, GO
 HX2920'SOUTHWESTERLY FOLLOWING PAVED ROAD FOR 3.7 MILES TO A FORK IN
 HX2920'DILLIE.  HERE TAKE RIGHT FORK, GO ON PAVED FOR 2.4 MILES TO A
 HX2920'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOLLOWING PAVED ROAD FOR
 HX2920'0.75 MILE TO A FORK.  HERE BEAR RIGHT AND FOLLOW GRAVELED ROAD
 HX2920'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT CONTINUE STRAIGHT
 HX2920'AHEAD FOLLOWING GRAVELED ROAD FOR 0.4 MILE TO THE POND RIDGE
 HX2920'FIRE TOWER AND THE STATION AS DESCRIBED IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2871 ***********************************************************************
 HX2871  DESIGNATION -  WIL
 HX2871  PID         -  HX2871
 HX2871  STATE/COUNTY-  WV/LEWIS
 HX2871  USGS QUAD   -  ROANOKE (1989)
 HX2871
 HX2871                         *CURRENT SURVEY CONTROL
 HX2871  ___________________________________________________________________
 HX2871* NAD 83(1995)-  38 52 52.85538(N)    080 22 53.96265(W)     ADJUSTED  
 HX2871* NAVD 88     -       554.3    (meters)    1819.     (feet)  VERTCON   
 HX2871  ___________________________________________________________________
 HX2871  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 HX2871  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HX2871
 HX2871  HORZ ORDER  -  SECOND
 HX2871
 HX2871.The horizontal coordinates were established by classical geodetic methods
 HX2871.and adjusted by the National Geodetic Survey in April 1998..
 HX2871
 HX2871.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2871
 HX2871.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2871
 HX2871.The geoid height was determined by GEOID03.
 HX2871
 HX2871;                    North         East     Units Scale Factor Converg.
 HX2871;SPC WV S     -   208,995.666   653,653.817   MT  0.99999958   +0 22 56.1
 HX2871;UTM  17      - 4,303,791.525   553,632.999   MT  0.99963542   +0 23 17.3
 HX2871
 HX2871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2871!SPC WV S     -   0.99991805  x   0.99999958  =   0.99991763
 HX2871!UTM  17      -   0.99991805  x   0.99963542  =   0.99955350
 HX2871
 HX2871:                Primary Azimuth Mark                     Grid Az
 HX2871:SPC WV S     -  WIL AZ MK                                059 35 37.0
 HX2871:UTM  17      -  WIL AZ MK                                059 35 15.8
 HX2871
 HX2871|---------------------------------------------------------------------|
 HX2871| PID    Reference Object                     Distance      Geod. Az  |
 HX2871|                                                           dddmmss.s |
 HX2871| DC4992 WIL AZ MK                                          0595833.1 |
 HX2871| DC4993 WIL RM 1                             13.663 METERS 11958     |
 HX2871| HX2865 AIRWAY BEACON 23                    APPROX.16.0 KM 1355304.7 |
 HX2871| DC4994 WIL RM 2                             15.931 METERS 26211     |
 HX2871|---------------------------------------------------------------------|
 HX2871
 HX2871                          SUPERSEDED SURVEY CONTROL
 HX2871
 HX2871  NAD 83(1986)-  38 52 52.86077(N)    080 22 53.97329(W) AD(       ) 2
 HX2871  NAD 27      -  38 52 52.50340(N)    080 22 54.66730(W) AD(       ) 2
 HX2871  NGVD 29 (07/19/86)  554.5    (m)         1819.     (f) VERT ANG       
 HX2871
 HX2871.Superseded values are not recommended for survey control.
 HX2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2871.See file dsdata.txt to determine how the superseded data were derived.
 HX2871
 HX2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND5363303792(NAD 83)
 HX2871_MARKER: DS = TRIANGULATION STATION DISK
 HX2871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2871
 HX2871  HISTORY     - Date     Condition        Report By
 HX2871  HISTORY     - 1956     MONUMENTED       CGS
 HX2871
 HX2871                          STATION DESCRIPTION
 HX2871
 HX2871'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX2871'STATION IS LOCATED ON A HIGH GRASS COVERED KNOLL, LOCALLY KNOWN AS
 HX2871'WILSON KNOB, ABOUT 11 MILES
 HX2871'SOUTHEAST OF WESTON, ABOUT 10-1/2 MILES SOUTHWEST OF BUCKHANNON, AND
 HX2871'ABOUT 4-1/2 MILES WEST OF THE VILLAGE
 HX2871'OF FRANCE CREEK.  STATION IS SET ON THE HIGHEST POINT OF
 HX2871'HILL AND 8 FEET NORTH OF WITNESS POST.  THE MARK
 HX2871'IS SET FLUSH AND THE DISK IS STAMPED WIL 1956.
 HX2871'
 HX2871'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF HILL, AND 41 FEET EAST
 HX2871'OF WITNESS POST.  THE MARK
 HX2871'PROJECTS 4 INCHES AND THE DISK IS STAMPED WIL NO 1 1956.
 HX2871'
 HX2871'REFERENCE MARK NO. 2 IS ON WEST SLOPE OF HILL, AND 52 FEET WEST OF
 HX2871'WITNESS POST.  THE MARK
 HX2871'PROJECTS 4 INCHES AND THE DISK IS STAMPED WIL NO 2 1956.
 HX2871'
 HX2871'AZIMUTH MARK IS 10 FEET WEST OF APPROXIMATE CENTERLINE OF ROAD, 1/2
 HX2871'FOOT EAST OF FENCELINE, AND 3
 HX2871'FEET NORTH OF WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 HX2871'IS STAMPED WIL 1956.
 HX2871'
 HX2871'TO REACH FROM SIGNAL LIGHT AT NORTHWEST CORNER OF COURTHOUSE SQUARE
 HX2871'IN BUCKHANNON, GO SOUTH ON
 HX2871'STATE HIGHWAYS NO. 20 AND 4 FOR 9.3 MILES TO BRIDGE OVER FRENCH
 HX2871'CREEK.  CONTINUE SOUTHERLY ON STATE
 HX2871'HIGHWAYS NO. 20 AND 4 FOR 2.3 MILES TO SIDE ROAD RIGHT AT SERVICE
 HX2871'STATION.  TURN RIGHT AND GO WEST ON
 HX2871'GRAVEL ROAD FOR 2.7 MILES TO FRENCHTON RAILROAD
 HX2871'DEPOT.  CONTINUE WESTERLY 0.05 MILE TO SIDE ROAD
 HX2871'RIGHT.  TURN RIGHT AND GO NORTH ON DIRT
 HX2871'ROAD FOR 0.8 MILE TO CROSSROADS.  TURN LEFT AND GO WEST FOR 1.3
 HX2871'MILES TO FORKS.  TAKE LEFT FORK
 HX2871'AND GO SOUTHERLY FOR 0.05 MILE TO AZIMUTH MARK ON RIGHT (WEST) SIDE
 HX2871'OF ROAD.  CONTINUE SOUTHERLY UP HILL
 HX2871'FOR 0.25 MILE TO DRIVEWAY ON RIGHT.  TURN RIGHT AND GO WESTERLY
 HX2871'ON DRIVEWAY AND FIELD ROAD FOR 0.15 MILE TO
 HX2871'SUMMIT OF HILL AND STATION AS DESCRIBED.
 HX2871'
 HX2871'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2021 ***********************************************************************
 JX2021  DESIGNATION -  WILEY
 JX2021  PID         -  JX2021
 JX2021  STATE/COUNTY-  WV/MARSHALL
 JX2021  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2021
 JX2021                         *CURRENT SURVEY CONTROL
 JX2021  ___________________________________________________________________
 JX2021* NAD 83(1995)-  39 44 58.91562(N)    080 49 37.26336(W)     ADJUSTED  
 JX2021* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 JX2021  ___________________________________________________________________
 JX2021  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 JX2021  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX2021
 JX2021  HORZ ORDER  -  THIRD
 JX2021
 JX2021.The horizontal coordinates were established by classical geodetic methods
 JX2021.and adjusted by the National Geodetic Survey in April 1998..
 JX2021
 JX2021.The orthometric height was scaled from a topographic map.
 JX2021
 JX2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2021
 JX2021.The geoid height was determined by GEOID03.
 JX2021
 JX2021;                    North         East     Units Scale Factor Converg.
 JX2021;SPC WV N     -   139,578.595   486,278.792   MT  0.99994307   -0 50 46.8
 JX2021;SPC OH S     -   195,570.308   743,368.189   MT  0.99995619   +1 03 41.5
 JX2021;UTM  17      - 4,399,991.138   514,819.501   MT  0.99960270   +0 06 38.2
 JX2021
 JX2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2021!SPC WV N     -   0.99993972  x   0.99994307  =   0.99988279
 JX2021!SPC OH S     -   0.99993972  x   0.99995619  =   0.99989591
 JX2021!UTM  17      -   0.99993972  x   0.99960270  =   0.99954244
 JX2021
 JX2021:                Primary Azimuth Mark                     Grid Az
 JX2021:SPC WV N     -  WILEY AZ MK                              100 11 30.8
 JX2021:SPC OH S     -  WILEY AZ MK                              098 17 02.5
 JX2021:UTM  17      -  WILEY AZ MK                              099 14 05.8
 JX2021
 JX2021|---------------------------------------------------------------------|
 JX2021| PID    Reference Object                     Distance      Geod. Az  |
 JX2021|                                                           dddmmss.s |
 JX2021| CW9740 WILEY AZ MK                                        0992044.0 |
 JX2021| CW9741 WILEY RM 1                           16.542 METERS 12801     |
 JX2021| CW9742 WILEY RM 2                           16.496 METERS 22836     |
 JX2021| JX2061 CLARINGTON RADIO KHQ 38 TOWER       APPROX. 6.9 KM 3095805.4 |
 JX2021|---------------------------------------------------------------------|
 JX2021
 JX2021                          SUPERSEDED SURVEY CONTROL
 JX2021
 JX2021  NAD 83(1986)-  39 44 58.92294(N)    080 49 37.27082(W) AD(       ) 3
 JX2021  NAD 27      -  39 44 58.64120(N)    080 49 37.92700(W) AD(       ) 3
 JX2021
 JX2021.Superseded values are not recommended for survey control.
 JX2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2021.See file dsdata.txt to determine how the superseded data were derived.
 JX2021
 JX2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1482099991(NAD 83)
 JX2021_MARKER: DS = TRIANGULATION STATION DISK
 JX2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2021
 JX2021  HISTORY     - Date     Condition        Report By
 JX2021  HISTORY     - 1963     MONUMENTED       CGS
 JX2021
 JX2021                          STATION DESCRIPTION
 JX2021
 JX2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2021'THE STATION IS ON A BRUSH COVERED HILL ABOUT 8 MILES NORTH AND 1-1/4
 JX2021'MILES EAST OF NEW MARTINSVILLE,
 JX2021'3 MILES NORTH OF PROCTOR, 1.7 MILES EAST OF THE OHIO RIVER AND ON THE
 JX2021'PROPERTY OF THE WILEY HEIRS.  IT IS
 JX2021'ON THE HIGHEST POINT OF THE HILL, 29 FEET SOUTHWEST
 JX2021'OF A WITNESS POST AND 51 FEET SOUTHWEST OF THE
 JX2021'CENTERLINE OF A GRAVELED ROAD.  THE
 JX2021'MONUMENT IS FLUSH AND THE DISK IS STAMPED WILEY 1963.
 JX2021'
 JX2021'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 89 ABOUT 5 MILES
 JX2021'NORTH OF NEW MARTINSVILLE, GO
 JX2021'NORTH ON HIGHWAY 2 FOR 4.75 MILES TO THE CLARINGTON RAILROAD DEPOT ON
 JX2021'THE LEFT.  CONTINUE NORTHERLY ON
 JX2021'HIGHWAY 2 FOR 0.75 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 JX2021'AND GO NORTHEAST AND EAST UP A STEEP HILL ON A
 JX2021'NARROW CROOKED GRAVELED ROAD FOR 2.2
 JX2021'MILES TO WHERE A POWER LINE CROSSES THE ROAD.  CONTINUE EASTERLY
 JX2021'ON THE GRAVELED ROAD FOR 1.35
 JX2021'MILES TO THE STATION ON A HIGH BANK ON THE RIGHT.
 JX2021'
 JX2021'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEASTERLY ON THE
 JX2021'GRAVELED ROAD FOR 0.7 MILE TO
 JX2021'THE MARK ON THE LEFT.
 JX2021'
 JX2021'REFERENCE MARK 1 IS 64 FEET SOUTH OF THE WITNESS POST AND 49 FEET
 JX2021'SOUTHWEST OF THE CENTERLINE OF
 JX2021'THE GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JX2021'WILEY NO 1 1963.
 JX2021'
 JX2021'REFERENCE MARK 2 IS 83 FEET SOUTHWEST OF THE WITNESS POST AND 105
 JX2021'FEET SOUTHWEST OF THE CENTERLINE
 JX2021'OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 JX2021'STAMPED WILEY NO 2 1963.
 JX2021'
 JX2021'THE AZIMUTH MARK IS 2 FEET WEST OF A WITNESS POST, 2 FEET SOUTHWEST
 JX2021'OF A WIRE FENCE, 11 FEET
 JX2021'SOUTHEAST OF A TRIPLE TRUNK WILD CHERRY TREE AND 14 FEET NORTHEAST OF
 JX2021'THE CENTERLINE OF THE GRAVELED
 JX2021'ROAD.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 JX2021'WILEY 1963.
 JX2021'
 JX2021'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1509 ***********************************************************************
 JW1509  SACS        -  This is a Secondary Airport Control Station.
 JW1509  DESIGNATION -  WILEY FORD
 JW1509  PID         -  JW1509
 JW1509  STATE/COUNTY-  WV/MINERAL
 JW1509  USGS QUAD   -  CRESAPTOWN (1974)
 JW1509
 JW1509                         *CURRENT SURVEY CONTROL
 JW1509  ___________________________________________________________________
 JW1509* NAD 83(1995)-  39 37 02.28997(N)    078 46 06.19817(W)     ADJUSTED  
 JW1509* NAVD 88     -       258.02   (meters)     846.5    (feet)  GPS OBS   
 JW1509  ___________________________________________________________________
 JW1509  X           -     958,312.228 (meters)                     COMP
 JW1509  Y           -  -4,825,854.810 (meters)                     COMP
 JW1509  Z           -   4,045,488.060 (meters)                     COMP
 JW1509  LAPLACE CORR-          -6.14  (seconds)                    DEFLEC99
 JW1509  ELLIP HEIGHT-         225.26  (meters)          (10/04/01) GPS OBS
 JW1509  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JW1509
 JW1509  HORZ ORDER  -  FIRST
 JW1509  ELLP ORDER  -  FOURTH    CLASS II
 JW1509
 JW1509.This mark is at Greater Cumberland Regional Airport (CBE)
 JW1509
 JW1509.The horizontal coordinates were established by GPS observations
 JW1509.and adjusted by the National Geodetic Survey in April 1998..
 JW1509
 JW1509.The orthometric height was determined by GPS observations and a
 JW1509.high-resolution geoid model.
 JW1509
 JW1509.GPS derived orthometric heights for airport stations designated as
 JW1509.PACS or SACS are published to 2 decimal places.  This maintains
 JW1509.centimeter relative accuracy between the PACS and SACS.  It does
 JW1509.not indicate centimeter accuracy relative to other marks which are
 JW1509.part of the NAVD 88 network.
 JW1509
 JW1509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1509
 JW1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1509
 JW1509.The ellipsoidal height was determined by GPS observations
 JW1509.and is referenced to NAD 83.
 JW1509
 JW1509.The geoid height was determined by GEOID03.
 JW1509
 JW1509;                    North         East     Units Scale Factor Converg.
 JW1509;SPC WV N     -   124,295.583   662,818.089   MT  0.99994075   +0 27 59.8
 JW1509;SPC MD       -   218,009.631   248,155.270   MT  1.00003355   -1 06 35.6
 JW1509;SPC MD       -   715,253.26    814,156.08   sFT  1.00003355   -1 06 35.6
 JW1509;UTM  17      - 4,387,662.411   691,557.991   MT  1.00005179   +1 25 24.4
 JW1509
 JW1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1509!SPC WV N     -   0.99996466  x   0.99994075  =   0.99990541
 JW1509!SPC MD       -   0.99996466  x   1.00003355  =   0.99999821
 JW1509!UTM  17      -   0.99996466  x   1.00005179  =   1.00001645
 JW1509
 JW1509|---------------------------------------------------------------------|
 JW1509| PID    Reference Object                     Distance      Geod. Az  |
 JW1509|                                                           dddmmss.s |
 JW1509| CK8251 WILEY FORD RM 1                      10.263 METERS 06547     |
 JW1509| JW1510 N BRANCH PITTSBURGH GLASS STK       APPROX. 3.0 KM 1514916.0 |
 JW1509| JW1507 CUMBERLAND MUNICIPAL APT BCN 1      324.726 METERS 29451     |
 JW1509| CK8252 WILEY FORD RM 2                      10.628 METERS 33616     |
 JW1509|---------------------------------------------------------------------|
 JW1509
 JW1509                          SUPERSEDED SURVEY CONTROL
 JW1509
 JW1509  ELLIP H (04/02/98)  225.33   (m)                       GP(       ) 4 2
 JW1509  NAD 83(1995)-  39 37 02.28996(N)    078 46 06.19811(W) AD(       ) 1
 JW1509  ELLIP H (11/30/95)  225.32   (m)                       GP(       ) 4 2
 JW1509  NAD 83(1995)-  39 37 02.29040(N)    078 46 06.19942(W) AD(       ) 2
 JW1509  ELLIP H (03/12/93)  225.24   (m)                       GP(       ) 4 2
 JW1509  NAD 83(1995)-  39 37 02.29078(N)    078 46 06.19894(W) AD(       ) 2
 JW1509  NAD 83(1986)-  39 37 02.29394(N)    078 46 06.20550(W) AD(       ) 2
 JW1509  NAD 27      -  39 37 01.97600(N)    078 46 07.14100(W) AD(       ) 2
 JW1509  NGVD 29 (03/12/93)  258.2    (m)          847.     (f) GPS OBS        
 JW1509
 JW1509.Superseded values are not recommended for survey control.
 JW1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1509.See file dsdata.txt to determine how the superseded data were derived.
 JW1509
 JW1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9155887662(NAD 83)
 JW1509_MARKER: DS = TRIANGULATION STATION DISK
 JW1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1509_SP_SET: CONCRETE POST
 JW1509_STAMPING: WILEY FORD 1955
 JW1509_MARK LOGO: CGS   
 JW1509_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1509+STABILITY: SURFACE MOTION
 JW1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1509+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1996
 JW1509
 JW1509  HISTORY     - Date     Condition        Report By
 JW1509  HISTORY     - 1955     MONUMENTED       CGS
 JW1509  HISTORY     - 1955     GOOD             CGS
 JW1509  HISTORY     - 1979     GOOD             NGS
 JW1509  HISTORY     - 19830615 GOOD             CGS
 JW1509  HISTORY     - 19920721 GOOD             NOS
 JW1509  HISTORY     - 19940917 SEE DESCRIPTION  NGS
 JW1509  HISTORY     - 19960815 GOOD             NGS
 JW1509
 JW1509                          STATION DESCRIPTION
 JW1509
 JW1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 JW1509'THE STATION IS ABOUT 2-1/2 MILES SOUTH OF THE CENTER OF CUMBERLAND,
 JW1509'0.1 MILES WEST OF THE
 JW1509'ADMINISTRATION BUILDING AT THE MUNICIPAL AIRPORT AND 4 FEET NORTH OF
 JW1509'A 4 INCH BY 4 INCH WHITE WITNESS POST.
 JW1509'
 JW1509'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED WILEY
 JW1509'FORD 1955.
 JW1509'
 JW1509'REFERENCE MARK 1 IS 35 FEET EAST OF THE WITNESS POST.  THE MARK
 JW1509'PROJECTS 6 INCHES, AND THE DISK
 JW1509'IS STAMPED WILEY FORD NO 1 1955.
 JW1509'
 JW1509'REFERENCE MARK 2 IS 38 FEET NORTH OF THE WITNESS POST.  THE MARK
 JW1509'PROJECTS 3 INCHES, AND THE DISK
 JW1509'IS STAMPED WILEY FORD NO 2 1955.
 JW1509'
 JW1509'TRIANGULATION STATION ST MARYS MAY BE USED AS AN AZIMUTH MARK FOR
 JW1509'THIS STATION.
 JW1509'
 JW1509'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JW1509
 JW1509                          STATION RECOVERY (1955)
 JW1509
 JW1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 JW1509'RECOVERED IN GOOD CONDITION.
 JW1509
 JW1509                          STATION RECOVERY (1979)
 JW1509
 JW1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (EEE)
 JW1509'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JW1509'
 JW1509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CUMBERLAND
 JW1509'MUNICIPAL AIRPORT.
 JW1509
 JW1509                          STATION RECOVERY (1983)
 JW1509
 JW1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 JW1509'THE STATION IS LOCATED NEAR THE W EDGE OF THE AIRPORT APPROXIMATELY
 JW1509'900 FT (274.3 M) W OF THE TERMINAL BUILDING AND 1100 FT (335.3 M) SE
 JW1509'OF THE AIRPORT BEACON.  IT IS ON THE HIGHEST PART OF A HILL WHICH IS
 JW1509'ABOUT 50 FT (15.2 M) IN DIAMETER AND ABOUT 120 FT (36.6 M) HIGHER THAN
 JW1509'THE RUNWAYS AND TAXIWAYS.  IT IS 25 FT (7.6 M) SE OF AN OBSTRUCTION
 JW1509'MARKER POLE AND 32.5 FT (9.9 M) W OF A TRANSFORMER POLE. THE STATION
 JW1509'CAN BE REACHED BY TRUCK ALONG A DIM TRACK ROAD FROM THE SOUTHWEST.
 JW1509'THE STATION IS MARKED BY A CGS TRIANGULATION DISK SET IN A ROUND
 JW1509'CONCRETE MONUMENT WHICH PROJECTS 0.25 FT.  (7.62 CM) THE DISK IS
 JW1509'STAMPED WILEY FORD 1955.  THERE ARE TWO STANDARD REFERENCE MARKS AS
 JW1509'DISCRIBED IN THE NATIONAL HORIZONTAL CONTROL DATA.
 JW1509
 JW1509                          STATION RECOVERY (1992)
 JW1509
 JW1509'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 JW1509'LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF THE CENTER OF CUMBERLAND ON A
 JW1509'HIGH KNOLL AT THE WEST EDGE OF THE CUMBERLAND MUNICIPAL AIRPORT ABOUT
 JW1509'0.1 MI (0.2 KM) SOUTHWEST OF THE TERMINAL BUILDING OF THE AIRPORT.
 JW1509'REACH THE STATION BY TRAVELLING SOUTH ALONG A DIM TRACK ROAD FROM
 JW1509'THE TERMINAL AREA.  THE STATION IS ABOUT 120 FT (36.6 M) ABOVE THE
 JW1509'LEVEL OF THE RUNWAY 32.5 FT (9.9 M) WSW OF A TRANSFORMER POLE AND 25
 JW1509'FT (7.6 M) SE OF A LIGHTED OBSTRUCTION MARKER POLE.  THE DISK
 JW1509'PROJECTS 5 CM ABOVE GROUND LEVEL.  THE REFERENCE MARKS WERE NOT
 JW1509'LOOKED FOR AND STATION ST MARYS CAN NO LONGER SERVE AS AN AZIMUTH
 JW1509'MARK WITHOUT ELEVATING BOTH STATIONS. RECOVERY BY P.B. WALBOLT.
 JW1509
 JW1509                          STATION RECOVERY (1994)
 JW1509
 JW1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 JW1509'THIS STATION IS LOCATED 1 MILE (1.6 KM) SOUTH OF CUMBERLAN MARYLAND,
 JW1509'IN WILEY POST WEST VIRGINIA.  ON THE CUMBERLAND MUNICIPAL AIRPORT UPON
 JW1509'A HILL LOCATED APPROXIMATELY 900 FT (274.3 M) WEST OF THE TERMINAL
 JW1509'BUILDING.
 JW1509' 
 JW1509'TO REACH THE STATION FROM THE TERMINAL BUILDING, ENTER UPON A DIRT
 JW1509'ACCESS ROAD LOCATED 400 FEET (121.9 M) WEST OF THE AIRPORT TERMINAL
 JW1509'BUILDING WHICH LEADS IN A SOUTHWESTERLY DIRECTION.  ENTER UPON THIS
 JW1509'ACCESS ROAD AND DRIVE IN A SOUTHWESTERLY TO NORTHWESTERLY DIRECTION
 JW1509'FOR 0.25 MILES (0.40 KM) TO THE STATION ON TOP OF THE HILL.  A 4
 JW1509'WHEELED DRIVE VEHICLE IS REQUIRED DUE TO THE STEEP GRADED, DEEPLY
 JW1509'RUTTED LOOSE EARTH CONDITION OF THE ACCESS ROAD.
 JW1509' 
 JW1509'THIS STATION IS LOCATED 42.1 FT (12.8 M) SOUTH-SOUTHEAST OF A
 JW1509'NON-ROTATING BEACON POLE.  35.0 FT (10.7 M) SOUTHWEST OF A STEEL
 JW1509'LATTICE TOWER.  34.6 FT (10.5 M) WEST-WESTSOUTH OF REFERENCE MARK NO.
 JW1509'1 WILEY FORD 1955 (WHICH HAS BEEN DISTURBED BY HEAVY EQUIPMENT) .
 JW1509'32.9 FT (10.0 M) WEST OF A TRANSFORMER POLE AND 28.5 FT (8.7 M)
 JW1509'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONRETE BASE OF THE
 JW1509'STEEL LATTICE TOWER.
 JW1509' 
 JW1509'NOTE-THIS MARK MAY HAVE BEEN DISTURBED BY HEAVY EQUIPMENT AND IS
 JW1509'OVERSHADOWED BY NUMBEROUS OBSTRUCTIONS EXCEEDING 15 DEGREES.
 JW1509' 
 JW1509'FOR ACCESS TO THIS STATION CONTACT MR.  BRADLEY S.  WHITED, AIRPORT
 JW1509'MANAGER.  ADDRESS-RT.  1 BOX 99, WILEY FORD, WV 26767.  PHONE- (304)
 JW1509'738-0002.
 JW1509' 
 JW1509'DESCRIBED BY KRN.
 JW1509
 JW1509                          STATION RECOVERY (1996)
 JW1509
 JW1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 JW1509'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3165 ***********************************************************************
 GY3165  DESIGNATION -  WILLIAMS
 GY3165  PID         -  GY3165
 GY3165  STATE/COUNTY-  WV/WAYNE
 GY3165  USGS QUAD   -  WEBB (1989)
 GY3165
 GY3165                         *CURRENT SURVEY CONTROL
 GY3165  ___________________________________________________________________
 GY3165* NAD 83(1995)-  37 59 48.44227(N)    082 25 52.36331(W)     ADJUSTED  
 GY3165* NAVD 88     -       412.5    (meters)    1353.     (feet)  VERTCON   
 GY3165  ___________________________________________________________________
 GY3165  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 GY3165  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GY3165
 GY3165  HORZ ORDER  -  SECOND
 GY3165
 GY3165.The horizontal coordinates were established by classical geodetic methods
 GY3165.and adjusted by the National Geodetic Survey in April 1998..
 GY3165
 GY3165.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3165
 GY3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3165
 GY3165.The geoid height was determined by GEOID03.
 GY3165
 GY3165;                    North         East     Units Scale Factor Converg.
 GY3165;SPC WV S     -   111,602.267   474,301.313   MT  0.99993102   -0 53 05.2
 GY3165;SPC KY1Z     - 1,189,797.048 1,791,421.516   MT  0.99990714   +2 02 15.4
 GY3165;SPC KY1Z     - 3,903,525.81  5,877,355.42   sFT  0.99990714   +2 02 15.4
 GY3165;SPC KY N     -    56,719.184   659,744.499   MT  0.99999558   +1 07 53.1
 GY3165;SPC KY N     -   186,086.19  2,164,511.74   sFT  0.99999558   +1 07 53.1
 GY3165;SPC KY S     -   689,728.498   791,453.626   MT  1.00001220   +2 00 45.8
 GY3165;SPC KY S     - 2,262,884.25  2,596,627.44   sFT  1.00001220   +2 00 45.8
 GY3165;UTM  17      - 4,206,425.147   374,334.734   MT  0.99979450   -0 52 52.3
 GY3165
 GY3165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3165!SPC WV S     -   0.99994039  x   0.99993102  =   0.99987141
 GY3165!SPC KY1Z     -   0.99994039  x   0.99990714  =   0.99984754
 GY3165!SPC KY N     -   0.99994039  x   0.99999558  =   0.99993597
 GY3165!SPC KY S     -   0.99994039  x   1.00001220  =   0.99995259
 GY3165!UTM  17      -   0.99994039  x   0.99979450  =   0.99973490
 GY3165
 GY3165|---------------------------------------------------------------------|
 GY3165| PID    Reference Object                     Distance      Geod. Az  |
 GY3165|                                                           dddmmss.s |
 GY3165| DC2796 WILLIAMS RM 1                        17.831 METERS 02651     |
 GY3165| DC2795 WILLIAMS AZ MK                                     1394310.1 |
 GY3165| DC2797 WILLIAMS RM 2                         7.864 METERS 29150     |
 GY3165|---------------------------------------------------------------------|
 GY3165
 GY3165                          SUPERSEDED SURVEY CONTROL
 GY3165
 GY3165  NAD 83(1995)-  37 59 48.44292(N)    082 25 52.36339(W) AD(       ) 2
 GY3165  NAD 83(1986)-  37 59 48.44881(N)    082 25 52.36766(W) AD(       ) 2
 GY3165  NAD 27      -  37 59 48.11800(N)    082 25 52.82800(W) AD(       ) 2
 GY3165  NGVD 29 (07/19/86)  412.7    (m)         1354.     (f) VERT ANG       
 GY3165
 GY3165.Superseded values are not recommended for survey control.
 GY3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3165.See file dsdata.txt to determine how the superseded data were derived.
 GY3165
 GY3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC7433506425(NAD 83)
 GY3165_MARKER: DS = TRIANGULATION STATION DISK
 GY3165_SETTING: 66 = SET IN ROCK OUTCROP
 GY3165_SP_SET: PARTIALLY EXPOSED BEDROCK
 GY3165
 GY3165  HISTORY     - Date     Condition        Report By
 GY3165  HISTORY     - 1934     MONUMENTED       CGS
 GY3165  HISTORY     - 1942     GOOD             USE
 GY3165  HISTORY     - 1957     GOOD             CGS
 GY3165
 GY3165                          STATION DESCRIPTION
 GY3165
 GY3165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GY3165'STATION IS ON THE HIGHEST PART OF A CLEARED KNOB AT THE HEADS OF
 GY3165'HORSE CREEK, WELLS BRANCH, AND WILLIAMS FORK, ABOUT 12 MILES SE OF
 GY3165'LOUISA, KENTUCKY, AND ABOUT 2 MILES S OF DUNLOW, WEST VIRGINIA, ON
 GY3165'THE PROPERTY OF TOM CRUM.  STATION IS IN THE LONGITUDINAL CENTER
 GY3165'OF KNOB, ABOUT 25 FEET N OF THE S END, ABOUT 250 YARDS NW OF THE CRUM
 GY3165'HOME AND IS A STANDARD BRONZE DISK SET IN BEDROCK ALMOST
 GY3165'FLUSH WITH THE SURFACE OF THE GROUND.
 GY3165'
 GY3165'REFERENCE MARK NO. 1 IS NNE OF STATION, A STANDARD BRONZE DISK SET IN
 GY3165'BURIED ROCK PROTRUDING ABOUT 3 INCHES ABOVE GROUND.
 GY3165'
 GY3165'REFERENCE MARK NO. 2 IS NW OF STATION AND IS A STANDARD BRONZE DISK
 GY3165'SET IN ROCK OUTCROP.
 GY3165'
 GY3165'AZIMUTH MARK IS A STANDARD BRONZE REFERENCE DISK SET IN BURIED ROCK,
 GY3165'PROJECTING ABOUT 4 INCHES ABOVE GROUND AND IS SE OF STATION, 31 YARDS
 GY3165'S ALONG PATH FROM CRUMS HOUSE, 10 FEET E OF PATH.
 GY3165'
 GY3165'TO REACH STATION FROM THE COURTHOUSE IN LOUISA, KENTUCKY, GO E ON
 GY3165'STATE HIGHWAY 37 FOR 11.5 MILES TO THE JUNCTION OF STATE HIGHWAY
 GY3165'37 AND U.S. HIGHWAY 52 AT ECHO.  TURN S ON U.S. HIGHWAY 52 FOR 19.6
 GY3165'MILES, PASSING THROUGH DUNLOW, AND TURN SHARP RIGHT JUST AFTER
 GY3165'CROSSING BRIDGE OVER TWELVEPOLE CREEK.  FOLLOW THIS ROAD FOR 0.6 MILE
 GY3165'TO HOUSE OF RICHARD MARCUM.  CONTINUE ACROSS SMALL CREEK UPHILL
 GY3165'ABOUT 1.0 MILE TO HOME OF JIM JARREL, THEN TURN RIGHT JUST PAST
 GY3165'JARRELS HOUSE AND GO 0.25 MILE TO HOME OF TOM CRUM, AND END OF
 GY3165'TRUCK TRAVEL.  CONTINUE PAST CRUMS ABOUT 250 YARDS TO TOP OF
 GY3165'KNOB AND STATION.
 GY3165'
 GY3165'NOTE- THIS ROAD FROM MARCUMS HOUSE TO CRUMS HOUSE, INACCESSIBLE IN
 GY3165'WET WEATHER, TO TRUCK.
 GY3165'
 GY3165'A 10-FOOT STAND TOWER REQUIRED.
 GY3165
 GY3165                          STATION RECOVERY (1942)
 GY3165
 GY3165'RECOVERY NOTE BY US ENGINEERS 1942 (HCL)
 GY3165'STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NOS. 1 AND 2 FOUND TO
 GY3165'BE IN GOOD CONDITION.
 GY3165'
 GY3165'STATION FOUND BY THE FOLLOWING PUBLISHED DESCRIPTION, HOWEVER JIM
 GY3165'JARRELS HOUSE HAS BEEN DESTROYED AND THE SITE IS MARKED ONLY BY
 GY3165'A PILE OF CHIMNEY STONES, THE ROAD FROM MARCUMS TO CRUMS IS NEGLECTED
 GY3165'AND NOT PASSABLE TO TRUCKS AT ANY SEASON.
 GY3165
 GY3165                          STATION RECOVERY (1957)
 GY3165
 GY3165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3165'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 GY3165'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 GY3165'CONDITION. THE TO REACH IS ADEQUATE. DUE TO SEVERAL CHANGES IN THE
 GY3165'AREA, A COMPLETE NEW TO REACH FOLLOWS.
 GY3165'
 GY3165'TO REACH THE STATION FROM THE COURTHOUSE IN WAYNE, GO SOUTH ON U.S.
 GY3165'HIGHWAY 52 FOR 4.6 MILES TO THE JUNCTION OF STATE HIGHWAY 37 AT
 GY3165'ECHO, CONTINUE SOUTH ON U.S. HIGHWAY 52 FOR 19.5 MILES TO A SIDE ROAD
 GY3165'LEFT, AT SIGN CABWAYLINGO STATE PARK,
 GY3165'CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 52 FOR 0.1
 GY3165'MILE TO A SIDE ROAD RIGHT, JUST AFTER CROSSING A STEEL BRIDGE, TURN
 GY3165'SHARP RIGHT, ON DIRT ROAD, FOR 0.6 MILE TO A FORKS, JUST AFTER
 GY3165'CROSSING A SMALL CREEK, TAKE RIGHT FORK FOR 25 YARDS TO A SIDE ROAD
 GY3165'LEFT, TURN SHARP LEFT, UP STEEP GRADE, FOR 1.0 MILE TO A DIM TRACK
 GY3165'ROAD RIGHT AND A 12 INCH HICKORY TREE WITH A TRIANGLE BLAZE ON
 GY3165'THE RIGHT, TURN RIGHT ON DIM TRACK ROAD FOR 0.3 MILE TO A OLD BARN
 GY3165'FOUNDATION ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT,
 GY3165'CONTINUE ON TRACK ROAD FOR 0.05 MILE THEN BEAR LEFT UP HILL THROUGH
 GY3165'FENCE TO THE TOP OF A SMALL HILL AND THE STATION.
 GY3165'
 GY3165'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.  THE ROCK WAS REINFORCED
 GY3165'WITH CONCRETE AND NOW APPEARS TO BE A CONCRETE POST.  A 12 INCH
 GY3165'SQUARE FORM WAS SET AROUND THE ROCK MARK.  THE MARK IS 24 FEET EAST
 GY3165'OF THE SOUTHEAST CORNER OF THE OLD BARN FOUNDATION AND 12 FEET
 GY3165'EAST OF THE CENTER OF THE TRACK ROAD.  A STANDARD WITNESS POST WAS
 GY3165'SET 2 FEET SOUTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0090 ***********************************************************************
 GY0090  DESIGNATION -  WILLIAMSON
 GY0090  PID         -  GY0090
 GY0090  STATE/COUNTY-  WV/MINGO
 GY0090  USGS QUAD   -  WILLIAMSON (1992)
 GY0090
 GY0090                         *CURRENT SURVEY CONTROL
 GY0090  ___________________________________________________________________
 GY0090* NAD 83(1986)-  37 40 31.     (N)    082 16 44.     (W)     SCALED    
 GY0090* NAVD 88     -       198.721  (meters)     651.97   (feet)  ADJUSTED  
 GY0090  ___________________________________________________________________
 GY0090  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GY0090  DYNAMIC HT  -         198.574 (meters)     651.49  (feet)  COMP
 GY0090  MODELED GRAV-     979,884.7   (mgal)                       NAVD 88
 GY0090
 GY0090  VERT ORDER  -  SECOND    CLASS 0
 GY0090
 GY0090.The horizontal coordinates were scaled from a topographic map and have
 GY0090.an estimated accuracy of +/- 6 seconds.
 GY0090
 GY0090.The orthometric height was determined by differential leveling
 GY0090.and adjusted by the National Geodetic Survey in June 1991..
 GY0090
 GY0090.The geoid height was determined by GEOID03.
 GY0090
 GY0090.The dynamic height is computed by dividing the NAVD 88
 GY0090.geopotential number by the normal gravity value computed on the
 GY0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0090.degrees latitude (g = 980.6199 gals.).
 GY0090
 GY0090.The modeled gravity was interpolated from observed gravity values.
 GY0090
 GY0090;                    North         East    Units  Estimated Accuracy
 GY0090;SPC WV S     -    75,730.      487,190.      MT  (+/- 180 meters Scaled)
 GY0090
 GY0090                          SUPERSEDED SURVEY CONTROL
 GY0090
 GY0090  NGVD 29 (??/??/92)  198.953  (m)          652.73   (f) ADJ UNCH    2 0
 GY0090
 GY0090.Superseded values are not recommended for survey control.
 GY0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0090.See file dsdata.txt to determine how the superseded data were derived.
 GY0090
 GY0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB872705(NAD 83)
 GY0090_MARKER: DB = BENCH MARK DISK
 GY0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0090_SP_SET: BUILDING
 GY0090_STAMPING: WILLIAMSON 1935
 GY0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0090
 GY0090  HISTORY     - Date     Condition        Report By
 GY0090  HISTORY     - 1935     MONUMENTED       CGS
 GY0090  HISTORY     - 1942     GOOD             NGS
 GY0090  HISTORY     - 1982     GOOD             NGS
 GY0090
 GY0090                          STATION DESCRIPTION
 GY0090
 GY0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GY0090'AT WILLIAMSON.
 GY0090'AT WILLIAMSON, MINGO COUNTY, AT THE CITY HALL, IN THE NORTH
 GY0090'WALL, 18 FEET EAST OF THE EAST CURB OF THIRD STREET, 23 FEET SOUTH
 GY0090'OF THE SOUTH CURB OF HARVEY STREET, 1.7 FEET EAST OF THE NORTHWEST
 GY0090'CORNER OF THE BUILDING, AND 2.5 FEET ABOVE THE SIDEWALK.  A
 GY0090'STANDARD DISK, STAMPED WILLIAMSON 1935 AND SET VERTICALLY.
 GY0090
 GY0090                          STATION RECOVERY (1982)
 GY0090
 GY0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GY0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2982 ***********************************************************************
 HX2982  DESIGNATION -  WILLS
 HX2982  PID         -  HX2982
 HX2982  STATE/COUNTY-  WV/KANAWHA
 HX2982  USGS QUAD   -  KETTLE (1975)
 HX2982
 HX2982                         *CURRENT SURVEY CONTROL
 HX2982  ___________________________________________________________________
 HX2982* NAD 83(1995)-  38 31 25.08310(N)    081 25 02.76961(W)     ADJUSTED  
 HX2982* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 HX2982  ___________________________________________________________________
 HX2982  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 HX2982  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HX2982
 HX2982  HORZ ORDER  -  SECOND
 HX2982
 HX2982.The horizontal coordinates were established by classical geodetic methods
 HX2982.and adjusted by the National Geodetic Survey in April 1998..
 HX2982
 HX2982.The orthometric height was scaled from a topographic map.
 HX2982
 HX2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2982
 HX2982.The geoid height was determined by GEOID03.
 HX2982
 HX2982;                    North         East     Units Scale Factor Converg.
 HX2982;SPC WV S     -   169,190.103   563,599.997   MT  0.99994315   -0 15 29.0
 HX2982;UTM  17      - 4,263,998.479   463,612.293   MT  0.99961631   -0 15 36.0
 HX2982
 HX2982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2982!SPC WV S     -   0.99994278  x   0.99994315  =   0.99988594
 HX2982!UTM  17      -   0.99994278  x   0.99961631  =   0.99955911
 HX2982
 HX2982:                Primary Azimuth Mark                     Grid Az
 HX2982:SPC WV S     -  WILLS AZ MK                              046 11 58.9
 HX2982:UTM  17      -  WILLS AZ MK                              046 12 05.9
 HX2982
 HX2982|---------------------------------------------------------------------|
 HX2982| PID    Reference Object                     Distance      Geod. Az  |
 HX2982|                                                           dddmmss.s |
 HX2982| DC4995 WILLS AZ MK                                        0455629.9 |
 HX2982| DC4996 WILLS RM 1                            5.850 METERS 13625     |
 HX2982| DC4997 WILLS RM 2                            7.572 METERS 34813     |
 HX2982|---------------------------------------------------------------------|
 HX2982
 HX2982                          SUPERSEDED SURVEY CONTROL
 HX2982
 HX2982  NAD 83(1986)-  38 31 25.09097(N)    081 25 02.77624(W) AD(       ) 2
 HX2982  NAD 27      -  38 31 24.74300(N)    081 25 03.34300(W) AD(       ) 2
 HX2982
 HX2982.Superseded values are not recommended for survey control.
 HX2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2982.See file dsdata.txt to determine how the superseded data were derived.
 HX2982
 HX2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6361263998(NAD 83)
 HX2982_MARKER: DS = TRIANGULATION STATION DISK
 HX2982_SETTING: 0 = UNSPECIFIED SETTING
 HX2982
 HX2982  HISTORY     - Date     Condition        Report By
 HX2982  HISTORY     - 1944     MONUMENTED       CGS
 HX2982
 HX2982                          STATION DESCRIPTION
 HX2982
 HX2982'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2982'STATION IS LOCATED
 HX2982'ABOUT 1/2 MILE NNW
 HX2982'OF THE TOWN OF CLENDENIN, 8 MILES SLIGHTLY W
 HX2982'OF S OF WALTON, ON THE HIGH PART OF A
 HX2982'DIVIDE BETWEEN BIG SANDY
 HX2982'ON THE SW.  MR. WITHEROW LIVES IN THE HOLLOW ABOUT 1/4
 HX2982'MILE S OF THE
 HX2982'STATION.  STATION MARK IS 6 FEET SSE OF A LONE 24-INCH TREE.
 HX2982'IT IS STAMPED WILLS
 HX2982'1944 AND PROJECTS ABOUT 6 INCHES.
 HX2982'
 HX2982'SURFACE-STATION MARK AND REFERENCE MARKS ARE BRONZE DISKS
 HX2982'SET IN CONCRETE AT
 HX2982'THE CENTERS OF THE TOPS OF TILES.  UNDERGROUND
 HX2982'MARK AND AZIMUTH MARK ARE BRONZE
 HX2982'DISKS SET IN CONCRETE.
 HX2982'
 HX2982'REFERENCE MARK 1 IS IN FENCE LINE.  IT IS STAMPED WILLS NO
 HX2982'1 1944 AND
 HX2982'PROJECTS ABOUT 6 INCHES.
 HX2982'
 HX2982'REFERENCE MARK 2 IS IN FENCE LINE.  IT IS STAMPED WILLS NO
 HX2982'2 1944 AND
 HX2982'PROJECTS ABOUT 6 INCHES.
 HX2982'
 HX2982'AZIMUTH MARK IS 0.1 MILE FROM THE LAST GATE MENTIONED BELOW.
 HX2982'IT IS 9 FEET E OF
 HX2982'THE CENTER LINE OF THE ROAD LEADING TO THE STATION,
 HX2982'45 FEET SW OF THE ROAD FORKS, AND 4
 HX2982'FEET S OF A PEACH TREE.
 HX2982'IT IS STAMPED WILLS 1944 AND IS FLUSH WITH THE GROUND.
 HX2982'
 HX2982'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119
 HX2982'AND STATE HIGHWAY
 HX2982'4 AT BIG SANDY CREEK BRIDGE AT THE N EDGE OF
 HX2982'CLENDENIN, GO N ON HIGHWAY 119 FOR
 HX2982'2.7 MILES TO A SURFACED T-ROAD
 HX2982'LEADING LEFT AT A SIGN BUFFLICK ROAD.  TURN LEFT ON
 HX2982'T-ROAD
 HX2982'AND GO 2.05 MILES TO THE END OF THE SURFACED ROAD.  CONTINUE
 HX2982'ON MAIN TRAVELED
 HX2982'ROAD 2.0 MILES TO A TRACK ROAD SHARP LEFT
 HX2982'AT TWO MAIL BOXES.  TURN SHARP LEFT
 HX2982'ON TRACK ROAD AND GO 0.15
 HX2982'MILE TO A BOARD GATE, PASS THROUGH BOARD GATE AND
 HX2982'FOLLOW TRACK
 HX2982'ROAD FOR 0.55 MILE TO ANOTHER BOARD GATE, PASS THROUGH BOARD
 HX2982'GATE AND CONTINUE
 HX2982'0.1 MILE (AZIMUTH MARK ON THE LEFT).  TAKE
 HX2982'LEFT FORK FOR 0.6 MILE TO THE END OF
 HX2982'TRUCK TRAVEL AT THE NE BASE
 HX2982'OF THE KNOB.  FROM THIS POINT PROCEED ON FOOT SW FOR
 HX2982'ABOUT 0.1
 HX2982'MILE TO THE HIGHEST POINT AND THE STATION.
 HX2982'
 HX2982'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2197 ***********************************************************************
 HY2197  DESIGNATION -  WILSON
 HY2197  PID         -  HY2197
 HY2197  STATE/COUNTY-  WV/MASON
 HY2197  USGS QUAD   -  BEECH HILL (1975)
 HY2197
 HY2197                         *CURRENT SURVEY CONTROL
 HY2197  ___________________________________________________________________
 HY2197* NAD 83(1995)-  38 47 24.73468(N)    082 00 51.11246(W)     ADJUSTED  
 HY2197* NAVD 88     -       266.0    (meters)     873.     (feet)  VERTCON   
 HY2197  ___________________________________________________________________
 HY2197  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 HY2197  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HY2197
 HY2197  HORZ ORDER  -  FIRST
 HY2197
 HY2197.The horizontal coordinates were established by classical geodetic methods
 HY2197.and adjusted by the National Geodetic Survey in April 1998..
 HY2197
 HY2197.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2197
 HY2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2197
 HY2197.The geoid height was determined by GEOID03.
 HY2197
 HY2197;                    North         East     Units Scale Factor Converg.
 HY2197;SPC WV S     -   199,180.700   511,888.215   MT  0.99998149   -0 37 37.1
 HY2197;UTM  17      - 4,293,984.126   411,919.071   MT  0.99969553   -0 38 07.5
 HY2197
 HY2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2197!SPC WV S     -   0.99996356  x   0.99998149  =   0.99994505
 HY2197!UTM  17      -   0.99996356  x   0.99969553  =   0.99965910
 HY2197
 HY2197|---------------------------------------------------------------------|
 HY2197| PID    Reference Object                     Distance      Geod. Az  |
 HY2197|                                                           dddmmss.s |
 HY2197| DC2800 WILSON RM 1                          11.636 METERS 25122     |
 HY2197| HY2198 PLEASANT                            APPROX.11.6 KM 3030555.6 |
 HY2197| DC2801 WILSON RM 2                           9.760 METERS 34100     |
 HY2197|---------------------------------------------------------------------|
 HY2197
 HY2197                          SUPERSEDED SURVEY CONTROL
 HY2197
 HY2197  NAD 83(1995)-  38 47 24.73969(N)    082 00 51.11962(W) AD(       ) 1
 HY2197  NAD 83(1986)-  38 47 24.74217(N)    082 00 51.11969(W) AD(       ) 1
 HY2197  NAD 27      -  38 47 24.44495(N)    082 00 51.61554(W) AD(       ) 1
 HY2197  NGVD 29 (07/19/86)  266.2    (m)          873.     (f) VERT ANG       
 HY2197
 HY2197.Superseded values are not recommended for survey control.
 HY2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2197.See file dsdata.txt to determine how the superseded data were derived.
 HY2197
 HY2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC1191993984(NAD 83)
 HY2197_MARKER: DD = SURVEY DISK
 HY2197_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY2197
 HY2197  HISTORY     - Date     Condition        Report By
 HY2197  HISTORY     - 1976     MONUMENTED       NGS
 HY2197  HISTORY     - 1980     GOOD             NGS
 HY2197
 HY2197                          STATION DESCRIPTION
 HY2197
 HY2197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2197'THE STATION IS ABOUT 4 MILES NORTHWEST OF LEON, 3-1/2 MILES
 HY2197'SOUTHEAST OF AMBROSIA, 1/2 MILE NORTH OF THE KANAWHA RIVER AND
 HY2197'ON THE PROPERTY OF MR. TAG WILSON, WHO LIVES 1/2 MILE
 HY2197'SOUTHEAST OF THE STATION.
 HY2197'
 HY2197'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 HY2197'62, ABOUT 2 MILES EAST OF POINT PLEASANT, GO SOUTHEASTERLY ON
 HY2197'HIGHWAY 62 FOR 3.65 MILES TO A SIGN (AMBROSIA UNINCORPORATED).
 HY2197'CONTINUE AHEAD FOR 2.65 MILES TO MR. WILSONS HOUSE ON THE LEFT
 HY2197'AND A GATE LEADING INTO BARN LOT.  TURN LEFT THROUGH THE
 HY2197'GATE AND GO NORTHEASTERLY FOR 0.5 MILE TO THE TOP OF THE RIDGE
 HY2197'AND A T-ROAD.  TURN LEFT AND GO NORTHERLY AND WESTERLY FOR
 HY2197'0.15 MILE TO THE STATION ON THE HIGHEST PART OF HILL.
 HY2197'
 HY2197'STATION MARKS ARE STANDARD DISKS STAMPED---WILSON 1976---.  THE
 HY2197'SURFACE DISK IS BRAZED TO THE TOP OF A 2-INCH PIPE THAT IS
 HY2197'SET IN CONCRETE AND IS 7 INCHES ABOVE THE GROUND.  IT IS
 HY2197'44 FEET SOUTHWEST OF A 12-INCH TREE AND 28 FEET WEST OF A
 HY2197'12-INCH TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HY2197'MASS OF CONCRETE 40 INCHES BELOW THE GROUND.
 HY2197'
 HY2197'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---WILSON NO 1 1976---,
 HY2197'BRAZED TO THE TOP OF A 2-INCH PIPE THAT IS SET IN CONCRETE AND
 HY2197'IS 7 INCHES ABOVE THE GROUND.  IT IS 45 FEET WEST OF A 12-INCH
 HY2197'TREE AND 2 FEET SOUTHEAST OF A WITNESS POST. ABOUT SAME
 HY2197'ELEVATION AS STATION.
 HY2197'
 HY2197'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---WILSON NO 2 1976---,
 HY2197'BRAZED TO THE TOP OF A 2-INCH PIPE THAT IS SET IN CONCRETE AND
 HY2197'IS 7 INCHES ABOVE THE GROUND.  IT IS 41 FEET WEST OF A 12-INCH
 HY2197'TREE AND 2 FEET NORTHEAST OF A METAL WITNESS POST. ABOUT SAME
 HY2197'ELEVATION AS STATION.
 HY2197'
 HY2197'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 HY2197'FOUR WHEEL DRIVE VEHICLE NEEDED IN WET WEATHER.
 HY2197'HEIGHT OF LIGHT ABOVE MARK WAS 26.1 METERS.
 HY2197
 HY2197                          STATION RECOVERY (1980)
 HY2197
 HY2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 HY2197'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3585 ***********************************************************************
 HW3585  DESIGNATION -  WILSON
 HW3585  PID         -  HW3585
 HW3585  STATE/COUNTY-  WV/RANDOLPH
 HW3585  USGS QUAD   -  ELKINS (1995)
 HW3585
 HW3585                         *CURRENT SURVEY CONTROL
 HW3585  ___________________________________________________________________
 HW3585* NAD 83(1995)-  38 53 03.18698(N)    079 51 04.24686(W)     ADJUSTED  
 HW3585* NAVD 88     -       624.60   (+/-2cm)    2049.2    (feet)  VERTCON   
 HW3585  ___________________________________________________________________
 HW3585  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 HW3585  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HW3585
 HW3585  HORZ ORDER  -  THIRD
 HW3585  VERT ORDER  -  THIRD ? (See Below)
 HW3585
 HW3585.This mark is at Elkins-Randolph Co-Jennings Randolph Fld Airport (EKN)
 HW3585
 HW3585.The horizontal coordinates were established by classical geodetic methods
 HW3585.and adjusted by the National Geodetic Survey in April 1998..
 HW3585
 HW3585.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3585.The vertical order pertains to the NGVD 29 superseded value.
 HW3585
 HW3585.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3585
 HW3585.The geoid height was determined by GEOID03.
 HW3585
 HW3585;                    North         East     Units Scale Factor Converg.
 HW3585;SPC WV S     -   209,753.054   699,677.625   MT  1.00000019   +0 42 36.7
 HW3585;UTM  17      - 4,304,555.457   599,641.717   MT  0.99972226   +0 43 16.4
 HW3585
 HW3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3585!SPC WV S     -   0.99990687  x   1.00000019  =   0.99990706
 HW3585!UTM  17      -   0.99990687  x   0.99972226  =   0.99962915
 HW3585
 HW3585|---------------------------------------------------------------------|
 HW3585| PID    Reference Object                     Distance      Geod. Az  |
 HW3585|                                                           dddmmss.s |
 HW3585| DC4999 WILSON RM 1                          10.520 METERS 04605     |
 HW3585| DC5000 WILSON RM 2                          11.984 METERS 13244     |
 HW3585| HW3589 AWY BCN E OF ELKINS MUN APT         353.263 METERS 22840     |
 HW3585| HW3598 AIRWAY BEACON 25                    APPROX. 6.7 KM 2583348.1 |
 HW3585| DC4998 WILSON AZ MK                                       3000048.7 |
 HW3585| JW1325 WEST VA FISH AND GAME COMM TWR      APPROX.13.7 KM 3470326.8 |
 HW3585|---------------------------------------------------------------------|
 HW3585
 HW3585                          SUPERSEDED SURVEY CONTROL
 HW3585
 HW3585  NAD 83(1986)-  38 53 03.19294(N)    079 51 04.25894(W) AD(       ) 3
 HW3585  NAD 27      -  38 53 02.80760(N)    079 51 05.01100(W) AD(       ) 3
 HW3585  NGVD 29 (07/19/86)  624.77   (m)         2049.8    (f) LEVELING    3  
 HW3585
 HW3585.Superseded values are not recommended for survey control.
 HW3585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3585.See file dsdata.txt to determine how the superseded data were derived.
 HW3585
 HW3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND9964204555(NAD 83)
 HW3585_MARKER: DS = TRIANGULATION STATION DISK
 HW3585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3585
 HW3585  HISTORY     - Date     Condition        Report By
 HW3585  HISTORY     - 1956     MONUMENTED       CGS
 HW3585  HISTORY     - 1964     GOOD             CGS
 HW3585  HISTORY     - 1969     GOOD             CGS
 HW3585  HISTORY     - 1973     GOOD             NGS
 HW3585  HISTORY     - 1977     GOOD             NGS
 HW3585
 HW3585                          STATION DESCRIPTION
 HW3585
 HW3585'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3585'THE STATION IS LOCATED AIRLINE, ABOUT 2-3/4 MILES SOUTH OF ELKINS,
 HW3585'ABOUT 0.3 MILE
 HW3585'EAST-SOUTHEAST OF THE AMERICAN AIRLINES OFFICE AT THE ELKINS AIRPORT
 HW3585'AND ABOUT 400 FEET WEST OF THE CENTER
 HW3585'LINE OF US HIGHWAYS 219 AND 250 ON THE HIGHEST POINT OF A SMALL
 HW3585'KNOLL.
 HW3585'
 HW3585'THE STATION IS A STANDARD DISK STAMPED WILSON 1956 SET IN TOP OF A
 HW3585'10-INCH SQUARE CONCRETE
 HW3585'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 6
 HW3585'FEET WEST OF A WHITE WITNESS POST.
 HW3585'
 HW3585'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WILSON NO 1 1956
 HW3585'SET IN TOP OF A 10-INCH SQUARE
 HW3585'CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND
 HW3585'IS ABOUT 1 FOOT LOWER THAN THE STATION.
 HW3585'
 HW3585'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WILSON NO 2 1956
 HW3585'SET IN TOP OF A 10-INCH SQUARE
 HW3585'CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND
 HW3585'IS ABOUT 4 FEET LOWER THAN THE STATION.
 HW3585'
 HW3585'BM B53 IS A STANDARD US COAST AND GEODETIC SURVEY BENCH MARK DISK
 HW3585'STAMPED B53 1952 SET IN A DRILL
 HW3585'HOLE IN THE SIDEWALK BY THE AMERICAN AIRLINES OFFICE BUILDING.  IT IS
 HW3585'1 FOOT NORTHWEST OF THE NORTHEAST
 HW3585'CORNER OF THE BUILDING.
 HW3585'
 HW3585'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 33, 219 AND 250
 HW3585'IN THE SOUTH EDGE OF ELKINS, GO
 HW3585'SOUTH ON US HIGHWAY 219 AND 250 FOR 2.5 MILES TO THE BENJAMIN WILSON
 HW3585'HISTORICAL MONUMENT ON THE RIGHT,
 HW3585'WEST SIDE AND A PARKING AREA.  TURN RIGHT OFF THE
 HW3585'HIGHWAY AND GO WEST ON A TRACK ROAD FOR ABOUT 400
 HW3585'FEET TO THE HIGHEST POINT OF A SMALL
 HW3585'KNOLL, A WHITE WITNESS POST AND THE STATION.
 HW3585'
 HW3585'TO REACH THE AZIMUTH MARK FROM THE BENJAMIN WILSON HISTORICAL
 HW3585'MONUMENT, CONTINUE SOUTH ON THE
 HW3585'HIGHWAY FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AS PER SIGN
 HW3585'AIRPORT AND GO WEST ON THE PAVED
 HW3585'ROAD FOR 0.35 MILE TO THE ELKINS AIRPORT, THE AMERICAN AIRLINES
 HW3585'OFFICE BUILDING AND BM B53.
 HW3585'
 HW3585'HEIGHT OF LIGHT ABOVE STATION MARK - 1.33 METERS.
 HW3585
 HW3585                          STATION RECOVERY (1964)
 HW3585
 HW3585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 HW3585'THE REFERENCE, AZIMUTH, AND STATION MARKS WERE RECOVERED IN GOOD
 HW3585'CONDITION AS DESCRIBED.
 HW3585
 HW3585                          STATION RECOVERY (1969)
 HW3585
 HW3585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMR)
 HW3585'THE STATION WAS RECOVERED IN GOOD CONDITION.
 HW3585'
 HW3585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.75 MILES SOUTH
 HW3585'OF ELKINS.
 HW3585
 HW3585                          STATION RECOVERY (1973)
 HW3585
 HW3585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (HTG)
 HW3585'RECOVERED IN GOOD CONDITION.  RM 1 ALSO RECOVERED IN GOOD
 HW3585'CONDITION.
 HW3585
 HW3585                          STATION RECOVERY (1977)
 HW3585
 HW3585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 HW3585'STATION, RM 1, RM 2 RECOVERED IN GOOD CONDITION AS DESCRIBED.  AZI MK
 HW3585'(BM B53) HAS BEEN DESTROYED.  REPLACEMENT MARK (BM B53, RESET 1972)
 HW3585'IS NOT IN SAME POSITION.
 HW3585'
 HW3585'STATION AND MONUMENT ARE LOCATED WEST OF OLD HWY 219 AND 250.
 HW3585'FOLLOW SIGNS TO ELKINS-RANDOLPH COUNTY AIRPORT FOR OLD HWY.
 HW3585'
 HW3585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-3/4 MI SO OF
 HW3585'ELKINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2132 ***********************************************************************
 JX2132  DESIGNATION -  WILSON
 JX2132  PID         -  JX2132
 JX2132  STATE/COUNTY-  WV/WIRT
 JX2132  USGS QUAD   -  GIRTA (1987)
 JX2132
 JX2132                         *CURRENT SURVEY CONTROL
 JX2132  ___________________________________________________________________
 JX2132* NAD 83(1995)-  39 05 39.49495(N)    081 19 31.85507(W)     ADJUSTED  
 JX2132* NAVD 88     -       372.4    (meters)    1222.     (feet)  VERTCON   
 JX2132  ___________________________________________________________________
 JX2132  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 JX2132  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JX2132
 JX2132  HORZ ORDER  -  FIRST
 JX2132
 JX2132.The horizontal coordinates were established by classical geodetic methods
 JX2132.and adjusted by the National Geodetic Survey in April 1998..
 JX2132
 JX2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2132
 JX2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2132
 JX2132.The geoid height was determined by GEOID03.
 JX2132
 JX2132;                    North         East     Units Scale Factor Converg.
 JX2132;SPC WV N     -    67,582.376   442,085.780   MT  0.99998351   -1 09 51.4
 JX2132;UTM  17      - 4,327,292.126   471,850.483   MT  0.99960976   -0 12 19.0
 JX2132
 JX2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2132!SPC WV N     -   0.99994688  x   0.99998351  =   0.99993039
 JX2132!UTM  17      -   0.99994688  x   0.99960976  =   0.99955666
 JX2132
 JX2132:                Primary Azimuth Mark                     Grid Az
 JX2132:SPC WV N     -  WILSON AZ MK                             078 53 19.4
 JX2132:UTM  17      -  WILSON AZ MK                             077 55 47.0
 JX2132
 JX2132|---------------------------------------------------------------------|
 JX2132| PID    Reference Object                     Distance      Geod. Az  |
 JX2132|                                                           dddmmss.s |
 JX2132| CD1429 WILSON AZ MK                                       0774328.0 |
 JX2132| CD1430 WILSON RM 1                          19.008 METERS 20500     |
 JX2132| CD1431 WILSON RM 2                          18.410 METERS 25724     |
 JX2132|---------------------------------------------------------------------|
 JX2132
 JX2132                          SUPERSEDED SURVEY CONTROL
 JX2132
 JX2132  NAD 83(1986)-  39 05 39.49997(N)    081 19 31.86187(W) AD(       ) 1
 JX2132  NAD 27      -  39 05 39.22200(N)    081 19 32.43700(W) AD(       ) 1
 JX2132  NGVD 29 (07/19/86)  372.6    (m)         1222.     (f) VERT ANG       
 JX2132
 JX2132.Superseded values are not recommended for survey control.
 JX2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2132.See file dsdata.txt to determine how the superseded data were derived.
 JX2132
 JX2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7185027292(NAD 83)
 JX2132_MARKER: DS = TRIANGULATION STATION DISK
 JX2132_SETTING: 0 = UNSPECIFIED SETTING
 JX2132
 JX2132  HISTORY     - Date     Condition        Report By
 JX2132  HISTORY     - 1944     MONUMENTED       CGS
 JX2132  HISTORY     - 1956     GOOD             CGS
 JX2132
 JX2132                          STATION DESCRIPTION
 JX2132
 JX2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2132'STATION IS LOCATED
 JX2132'ABOUT 4 MILES E
 JX2132'AND 2 MILES N OF ELIZABETH AT THE HEAD OF
 JX2132'WILSON RUN, ON A TIMBERED PEAK
 JX2132'WHICH IS THE HIGHEST POINT IN THE
 JX2132'VICINITY.  IT IS 62 FEET N OF A TRIANGULAR BLAZE
 JX2132'ON A 6-INCH
 JX2132'ELM TREE, 62 FEET N OF A TRIANGULAR BLAZE ON A 10-INCH ELM TREE,
 JX2132'AND 5 FEET S OF
 JX2132'A WITNESS POST.  THE DISK IS STAMPED WILSON
 JX2132'1944.
 JX2132'
 JX2132'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 JX2132'BRONZE DISKS SE IN
 JX2132'CONCRETE.
 JX2132'
 JX2132'REFERENCE MARK 1 IS 2-1/2 FEET NE OF TRIANGULAR BLAZE ON 6-INCH
 JX2132'ELM TREE AND 3
 JX2132'FEET W OF TRIANGULAR BLAZE ON A 10-INCH OAK
 JX2132'TREE.  IT IS STAMPED WILSON NO 1
 JX2132'1944.
 JX2132'
 JX2132'REFERENCE MARK 2 IS 3 FEET W OF A TRIANGULAR BLAZE ON 10-INCH
 JX2132'ELM TREE.  IT IS
 JX2132'STAMPED WILSON NO 2 1944.
 JX2132'
 JX2132'AZIMUTH MARK IS 17.5 FEET N OF THE CENTER LINE OF ROAD, 2
 JX2132'FEET W OF A
 JX2132'WITNESS POST, AND ABOUT 150 FEET E OF TWO ROADS.  IT
 JX2132'IS STAMPED WILSON 1944.
 JX2132'
 JX2132'TO REACH THE STATION FROM THE COURTHOUSE IN ELIZABETH, GO
 JX2132'SE ON STATE
 JX2132'HIGHWAY 5 FOR 0.4 MILE TO THE FERRY, CROSS FERRY AND
 JX2132'CONTINUE 0.1 MILE TO A REVERSE
 JX2132'FORK LEFT, TAKE LEFT FORK AND GO
 JX2132'4.45 MILES TO A T-ROAD LEFT AND A W.P.A. SIGN
 JX2132'TURN LEFT UP
 JX2132'WILSON RUN FOR 2.2 MILES TO WHERE MAIN ROAD TURNS RIGHT, AN OLD
 JX2132'ROAD AHEAD,
 JX2132'AND A DIM ROAD LEFT.* TURN LEFT ON DIM ROAD AND FOLLOW
 JX2132'A LOGGING ROAD THROUGH WOODS,
 JX2132'KEEPING ALL LEFT FORKS, 0.8
 JX2132'MILE TO TOP OF HILL AND STATION.
 JX2132'
 JX2132'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT WITH
 JX2132'THE MAIN ROAD AND
 JX2132'GO ABOUT 50 YARDS TO THE AZIMUTH MARK ON THE
 JX2132'LEFT SIDE OF THE ROAD.
 JX2132'
 JX2132'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JX2132
 JX2132                          STATION RECOVERY (1956)
 JX2132
 JX2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHT)
 JX2132'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 JX2132'GOOD CONDITION.  A DIFFERENCE WAS
 JX2132'FOUND IN THE DISTANCE TO THE REFERENCE MARKS AND A DIFFERENCE WAS
 JX2132'FOUND IN THE DIRECTION TO REFERENCE
 JX2132'MARK NUMBER 2.  ALL OTHER DIRECTIONS WERE CHECKED.  THE ORIGINAL
 JX2132'DESCRIPTION IS ADEQUATE BUT DUE TO SOME ROAD
 JX2132'CHANGES A NEW TO REACH STATION FOLLOWS.
 JX2132'
 JX2132'TO REACH STATION FROM THE JUNCTION OF STATE ROUTES 5, 14 AND 53 IN
 JX2132'THE SOUTH EDGE OF ELIZABETH GO
 JX2132'EAST ON ROUTE 5 AND 53 FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 JX2132'AND FOLLOW MAIN ROAD FOR 1.7 MILES TO
 JX2132'FORKS.  KEEP RIGHT FORK FOR 2.7 MILES TO A GRAVEL ROAD LEFT.
 JX2132'TURN LEFT AND FOLLOW GRAVEL ROAD FOR 1.8
 JX2132'MILES TO A T JUNCTION AT CREST OF HILL.  AZIMUTH
 JX2132'MARK IS LOCATED ON THE NORTH SIDE OF ROAD ABOUT 50 YARDS
 JX2132'EAST OF THIS JUNCTION.  TURN LEFT AND
 JX2132'FOLLOW POOR WOODS ROAD, PASSING TO THE NORTH SIDE OF HILL FOR ABOUT
 JX2132'0.5 MILE TO THE TOP OF RIDGE.  TURN
 JX2132'SHARP LEFT AND GO ABOUT 0.25 MILE TO A BLAZED TREE.  BEAR LEFT OFF
 JX2132'ROAD FOR ABOUT 100 YARDS TO HIGHEST
 JX2132'POINT AND STATION.  A FOUR WHEEL DRIVE VEHICLE IS NECESSARY TO
 JX2132'DRIVE TO STATION FROM AZIMUTH MARK.
 JX2132'
 JX2132'1956 OBSERVATIONS TAKEN FROM A 77 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3180 ***********************************************************************
 KY3180  DESIGNATION -  WILSON KNOB
 KY3180  PID         -  KY3180
 KY3180  STATE/COUNTY-  WV/MARSHALL
 KY3180  USGS QUAD   -  VALLEY GROVE (1981)
 KY3180
 KY3180                         *CURRENT SURVEY CONTROL
 KY3180  ___________________________________________________________________
 KY3180* NAD 83(1995)-  40 00 29.56829(N)    080 34 04.71768(W)     ADJUSTED  
 KY3180* NAVD 88     -       446.     (meters)    1463.     (feet)  SCALED    
 KY3180  ___________________________________________________________________
 KY3180  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 KY3180  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY3180
 KY3180  HORZ ORDER  -  SECOND
 KY3180
 KY3180.The horizontal coordinates were established by classical geodetic methods
 KY3180.and adjusted by the National Geodetic Survey in April 1998..
 KY3180
 KY3180.The orthometric height was scaled from a topographic map.
 KY3180
 KY3180.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3180
 KY3180.The geoid height was determined by GEOID03.
 KY3180
 KY3180;                    North         East     Units Scale Factor Converg.
 KY3180;SPC WV N     -   167,982.740   508,817.767   MT  0.99996295   -0 40 52.1
 KY3180;UTM  17      - 4,428,758.201   536,872.985   MT  0.99961674   +0 16 39.9
 KY3180
 KY3180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3180!SPC WV N     -   0.99993535  x   0.99996295  =   0.99989830
 KY3180!UTM  17      -   0.99993535  x   0.99961674  =   0.99955212
 KY3180
 KY3180|---------------------------------------------------------------------|
 KY3180| PID    Reference Object                     Distance      Geod. Az  |
 KY3180|                                                           dddmmss.s |
 KY3180| CW9752 WILSON KNOB RM 1                     21.056 METERS 01406     |
 KY3180| CW9751 WILSON KNOB AZ MK                                  0433319.8 |
 KY3180| CW9753 WILSON KNOB RM 2                     23.701 METERS 06347     |
 KY3180| KY0906 WILSON KNOB 2                         4.186 METERS 08853     |
 KY3180| JX1988 SHERRARD MUNICIPAL STANDPIPE        APPROX.10.5 KM 2613537.5 |
 KY3180| KY3188 BETHELEM MUNICIPAL STANDPIPE        APPROX.10.5 KM 2852202.2 |
 KY3180|---------------------------------------------------------------------|
 KY3180
 KY3180                          SUPERSEDED SURVEY CONTROL
 KY3180
 KY3180  NAD 83(1986)-  40 00 29.57569(N)    080 34 04.72482(W) AD(       ) 2
 KY3180  NAD 27      -  40 00 29.30900(N)    080 34 05.46740(W) AD(       ) 2
 KY3180
 KY3180.Superseded values are not recommended for survey control.
 KY3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3180.See file dsdata.txt to determine how the superseded data were derived.
 KY3180
 KY3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE3687328758(NAD 83)
 KY3180_MARKER: DS = TRIANGULATION STATION DISK
 KY3180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3180_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3180
 KY3180  HISTORY     - Date     Condition        Report By
 KY3180  HISTORY     - 1963     MONUMENTED       CGS
 KY3180
 KY3180                          STATION DESCRIPTION
 KY3180
 KY3180'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3180'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF ELM GROVE, ABOUT
 KY3180'7-1/2 MILES SOUTH-SOUTHWEST OF WEST ALEXANDER, PENNSYLVANIA, 2
 KY3180'MILES WEST OF DALLAS AND ON THE PROPERTY OF THE JESSE COOK ESTATE.
 KY3180'IT IS 10 FEET WEST OF A WIRE FENCE, 10 FEET NORTHWEST OF A WITNESS
 KY3180'POST, 10 FEET WEST OF A FENCE POST WITH A TRIANGULAR BLAZE ON ITS
 KY3180'WEST SIDE, 80 FEET SOUTHWEST OF A POWER POLE AND 140 FEET SOUTH OF THE
 KY3180'CENTERLINE OF A PAVED ROAD.  THE MONUMENT IS 12 INCHES UNDERGROUND
 KY3180'AND THE DISK IS STAMPED WILSON KNOB 1963.
 KY3180'
 KY3180'WILSON KNOB 2 (USGS) 1957 IS A U.S. GEOLOGICAL STATION MARK DISK
 KY3180'SET IN THE TOP OF AN 8 X 8 INCH CONCRETE POST.  IT IS 3.6 FEET
 KY3180'EAST OF A WIRE FENCE, 6.6 FEET NORTHEAST OF THE WITNESS POST, 67
 KY3180'FEET SOUTHWEST OF THE POWER POLE AND 141 FEET SOUTH OF THE
 KY3180'CENTERLINE OF THE PAVED ROAD.  THE MONUMENT IS 2 INCHES
 KY3180'UNDERGROUND AND THE DISK IS STAMPED WILSON KNOB 2 1957.
 KY3180'
 KY3180'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 KY3180'SET IN THE TOP OF AN 8 X 8 INCH CONCRETE POST.  IT IS 1 FOOT EAST
 KY3180'OF THE WIRE FENCE, 63 FEET NORTHWEST OF THE POWER POLE AND 80
 KY3180'FEET SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT
 KY3180'IS FLUSH AND THE DISK IS STAMPED WILSON KNOB 2 NO 1 1957.
 KY3180'
 KY3180'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 KY3180'SET IN THE TOP OF AN 8 X 8 INCH CONCRETE POST.  IT IS 1 FOOT WEST
 KY3180'OF THE POWER POLE, 57 FEET EAST OF THE WIRE FENCE AND 73 FEET
 KY3180'NORTHEAST OF THE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 KY3180'DISK IS STAMPED WILSON KNOB 2 NO 2 1957.
 KY3180'
 KY3180'THE AZIMUTH MARK IS 26 FEET WEST OF THE CENTERLINE OF A GRAVELED
 KY3180'DRIVEWAY, 56 FEET EAST OF A FENCE CORNER, 114 FEET NORTHWEST OF
 KY3180'THE CENTERLINE OF A PAVED ROAD AND 106 FEET SOUTHWEST OF THE
 KY3180'SOUTHEAST CORNER OF THE SCHOOL HOUSE.
 KY3180'
 KY3180'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAYS
 KY3180'88 AND 91 IN ELM GROVE, GO NORTHEAST ON HIGHWAY 40 FOR 0.15 MILE
 KY3180'TO A SIDE ROAD RIGHT (STONE CHURCH ROAD).  TURN RIGHT AND
 KY3180'GO EASTERLY ON STONE CHURCH ROAD FOR 6.5 MILES TO THE MARSHALL
 KY3180'COUNTY LINE.  CONTINUE EASTERLY ON STONE CHURCH ROAD FOR 0.6 MILE
 KY3180'TO A REVERSE FORK. TURN SHARP RIGHT AND GO SOUTHWESTERLY ON A
 KY3180'PAVED ROAD FOR 0.15 MILE TO A GRAVELED DRIVEWAY
 KY3180'LEADING TO A SCHOOL ON THE RIGHT AND THE AZIMUTH MARK IN THE
 KY3180'SCHOOL YARD.  CONTINUE SOUTH AND WESTERLY ON THE PAVED ROAD FOR
 KY3180'0.9 MILE STATION ON THE LEFT IN A FIELD ON THE HIGHEST POINT OF A
 KY3180'HILL.
 KY3180'
 KY3180'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0906 ***********************************************************************
 KY0906  DESIGNATION -  WILSON KNOB 2
 KY0906  PID         -  KY0906
 KY0906  STATE/COUNTY-  WV/MARSHALL
 KY0906  USGS QUAD   -  VALLEY GROVE (1981)
 KY0906
 KY0906                         *CURRENT SURVEY CONTROL
 KY0906  ___________________________________________________________________
 KY0906* NAD 83(1995)-  40 00 29.57095(N)    080 34 04.54122(W)     ADJUSTED  
 KY0906* NAVD 88     -       445.700  (meters)    1462.27   (feet)  ADJUSTED  
 KY0906  ___________________________________________________________________
 KY0906  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 KY0906  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY0906  DYNAMIC HT  -         445.442 (meters)    1461.42  (feet)  COMP
 KY0906  MODELED GRAV-     980,033.0   (mgal)                       NAVD 88
 KY0906
 KY0906  HORZ ORDER  -  THIRD
 KY0906  VERT ORDER  -  SECOND    CLASS 0
 KY0906
 KY0906.The horizontal coordinates were established by classical geodetic methods
 KY0906.and adjusted by the National Geodetic Survey in April 1998..
 KY0906
 KY0906.The orthometric height was determined by differential leveling
 KY0906.and adjusted by the National Geodetic Survey in June 1991..
 KY0906
 KY0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY0906
 KY0906.The geoid height was determined by GEOID03.
 KY0906
 KY0906.The dynamic height is computed by dividing the NAVD 88
 KY0906.geopotential number by the normal gravity value computed on the
 KY0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0906.degrees latitude (g = 980.6199 gals.).
 KY0906
 KY0906.The modeled gravity was interpolated from observed gravity values.
 KY0906
 KY0906;                    North         East     Units Scale Factor Converg.
 KY0906;SPC WV N     -   167,982.772   508,821.953   MT  0.99996295   -0 40 51.9
 KY0906;UTM  17      - 4,428,758.304   536,877.168   MT  0.99961674   +0 16 40.0
 KY0906
 KY0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY0906!SPC WV N     -   0.99993538  x   0.99996295  =   0.99989833
 KY0906!UTM  17      -   0.99993538  x   0.99961674  =   0.99955214
 KY0906
 KY0906:                Primary Azimuth Mark                     Grid Az
 KY0906:SPC WV N     -  SHERRARD USGS 1963                       262 15 14.0
 KY0906:UTM  17      -  SHERRARD USGS 1963                       261 17 42.1
 KY0906
 KY0906|---------------------------------------------------------------------|
 KY0906| PID    Reference Object                     Distance      Geod. Az  |
 KY0906|                                                           dddmmss.s |
 KY0906| JX1981 SHERRARD USGS 1963                  APPROX.10.5 KM 2613422.1 |
 KY0906|---------------------------------------------------------------------|
 KY0906
 KY0906                          SUPERSEDED SURVEY CONTROL
 KY0906
 KY0906  NAD 83(1986)-  40 00 29.57835(N)    080 34 04.54847(W) AD(       ) 3
 KY0906  NAD 27      -  40 00 29.31160(N)    080 34 05.29100(W) AD(       ) 3
 KY0906  NGVD 29 (??/??/92)  445.84   (m)         1462.7    (f) COMPUTED    2 0
 KY0906
 KY0906.Superseded values are not recommended for survey control.
 KY0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0906.See file dsdata.txt to determine how the superseded data were derived.
 KY0906
 KY0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE3687728758(NAD 83)
 KY0906_MARKER: DD = SURVEY DISK
 KY0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0906_STAMPING: WILSON KNOB 2 1957
 KY0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0906+STABILITY: SURFACE MOTION
 KY0906
 KY0906  HISTORY     - Date     Condition        Report By
 KY0906  HISTORY     - 1963     MONUMENTED       USGS
 KY0906  HISTORY     - 1957     GOOD             NGS
 KY0906
 KY0906                          STATION DESCRIPTION
 KY0906
 KY0906'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 KY0906'ABOUT 5 MILES SOUTHEAST OF ELM GROVE, 7-1/2 MILES SOUTH SOUTHWEST
 KY0906'OF WEST ALEXANDER, PENNSYLVANIA, 2 MILES WEST OF DALLAS AND ON THE
 KY0906'PROPERTY OF THE JESSE COOK ESTATE.  IT IS 3.6
 KY0906'FEET EAST OF A FENCE, 6.6 FEET NORTHEAST OF A WITNESS POST, 67
 KY0906'FEET SOUTHWEST OF A POWER POLE AND 141 FEET SOUTH OF THE
 KY0906'CENTERLINE OF A PAVED ROAD.  THE MONUMENT IS 2 INCHES UNDERGROUND
 KY0906'AND THE DISK IS A STANDARD U.S.G.S. STATION MARK
 KY0906'DISK STAMPED WILSON KNOB 2 1957.
 KY0906'
 KY0906'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 KY0906'STATE HIGHWAYS 88 AND 91 IN ELM GROVE, GO NORTHEAST ON HIGHWAY 40
 KY0906'FOR 0.15 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO EASTERLY ON
 KY0906'STONE CHURCH ROAD FOR 6.5 MILES TO THE MARSHALL-OHIO COUNTY LINE.
 KY0906'CONTINUE EASTERLY ON STONE CHURCH ROAD FOR 0.6 MILES TO A REVERSE FORK
 KY0906'ON THE RIGHT.  TURN RIGHT AND GO SOUTHEASTERLY ON THE PAVED ROAD
 KY0906'FOR 1.05 MILES TO THE STATION ON THE LEFT AT THE HIGHEST POINT OF
 KY0906'A PASTURE FIELD.
 KY0906'
 KY0906'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WILSON
 KY0906'KNOB AND THE DISTANCE IS 13.733 FEET AND 4.1859 METERS.
 KY0906
 KY0906                          STATION RECOVERY (1957)
 KY0906
 KY0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KY0906'2.9 MI SW FROM DALLAS.
 KY0906'ABOUT 2.9 MILES SOUTHWEST ALONG LIMESTONE-DALLAS ROAD FROM THE
 KY0906'JUNCTION OF DALLAS PIKE AT DALLAS, 156 FEET SOUTHEAST OF CENTER
 KY0906'LINE OF ROAD, 65 1/2 FEET SOUTHWEST OF RM NO. 2, 67 FEET SOUTH
 KY0906'OF RM NO. 1, 67 FEET SOUTHWEST OF A POWER POLE, 3 1/2 FEET
 KY0906'EAST OF A FENCE LINE, ABOUT 10 FEET SOUTH OF CROSSING OF FENCE
 KY0906'AND HIGHEST PART OF RIDGE, ABOUT 30 FEET ABOVE LEVEL OF ROAD
 KY0906'AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 INCH UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0905 ***********************************************************************
 KY0905  DESIGNATION -  WILSON KNOB 2 RM 1
 KY0905  PID         -  KY0905
 KY0905  STATE/COUNTY-  WV/MARSHALL
 KY0905  USGS QUAD   -  VALLEY GROVE (1981)
 KY0905
 KY0905                         *CURRENT SURVEY CONTROL
 KY0905  ___________________________________________________________________
 KY0905* NAD 83(1986)-  40 00 29.     (N)    080 34 04.     (W)     SCALED    
 KY0905* NAVD 88     -       443.415  (meters)    1454.77   (feet)  ADJUSTED  
 KY0905  ___________________________________________________________________
 KY0905  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY0905  DYNAMIC HT  -         443.158 (meters)    1453.93  (feet)  COMP
 KY0905  MODELED GRAV-     980,033.0   (mgal)                       NAVD 88
 KY0905
 KY0905  VERT ORDER  -  SECOND    CLASS 0
 KY0905
 KY0905.The horizontal coordinates were scaled from a topographic map and have
 KY0905.an estimated accuracy of +/- 6 seconds.
 KY0905
 KY0905.The orthometric height was determined by differential leveling
 KY0905.and adjusted by the National Geodetic Survey in June 1991..
 KY0905
 KY0905.The geoid height was determined by GEOID03.
 KY0905
 KY0905.The dynamic height is computed by dividing the NAVD 88
 KY0905.geopotential number by the normal gravity value computed on the
 KY0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0905.degrees latitude (g = 980.6199 gals.).
 KY0905
 KY0905.The modeled gravity was interpolated from observed gravity values.
 KY0905
 KY0905;                    North         East    Units  Estimated Accuracy
 KY0905;SPC WV N     -   167,970.      508,840.      MT  (+/- 180 meters Scaled)
 KY0905
 KY0905                          SUPERSEDED SURVEY CONTROL
 KY0905
 KY0905  NGVD 29 (??/??/92)  443.558  (m)         1455.24   (f) ADJ UNCH    2 0
 KY0905
 KY0905.Superseded values are not recommended for survey control.
 KY0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0905.See file dsdata.txt to determine how the superseded data were derived.
 KY0905
 KY0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE368287(NAD 83)
 KY0905_MARKER: DD = SURVEY DISK
 KY0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0905_STAMPING: WILSON KNOB 2 NO 1
 KY0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0905+STABILITY: SURFACE MOTION
 KY0905
 KY0905  HISTORY     - Date     Condition        Report By
 KY0905  HISTORY     - UNK      MONUMENTED       USGS
 KY0905  HISTORY     - 1957     GOOD             NGS
 KY0905
 KY0905                          STATION DESCRIPTION
 KY0905
 KY0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0905'2.9 MI SW FROM DALLAS.
 KY0905'ABOUT 2.9 MILES SOUTHWEST ALONG LIMESTONE-DALLAS ROAD FROM THE
 KY0905'JUNCTION OF DALLAS PIKE AT DALLAS, ABOUT 0.05 MILE EAST OF
 KY0905'JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST AND DOWN HILL INTO
 KY0905'WHERRY RUN, 92 FEET SOUTHEAST OF CENTER LINE OF ROAD, 1 1/2
 KY0905'FEET EAST OF A FENCE LINE, 67 FEET NORTH OF STATION MARK, 62 1/2
 KY0905'FEET NORTHWEST OF RM NO. 2, 63 1/2 FEET NORTHWEST OF A POWER
 KY0905'POLE, ABOUT 15 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF
 KY0905'A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0907 ***********************************************************************
 KY0907  DESIGNATION -  WILSON KNOB 2 RM 2
 KY0907  PID         -  KY0907
 KY0907  STATE/COUNTY-  WV/MARSHALL
 KY0907  USGS QUAD   -  VALLEY GROVE (1981)
 KY0907
 KY0907                         *CURRENT SURVEY CONTROL
 KY0907  ___________________________________________________________________
 KY0907* NAD 83(1986)-  40 00 29.     (N)    080 34 04.     (W)     SCALED    
 KY0907* NAVD 88     -       445.571  (meters)    1461.84   (feet)  ADJUSTED  
 KY0907  ___________________________________________________________________
 KY0907  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY0907  DYNAMIC HT  -         445.313 (meters)    1461.00  (feet)  COMP
 KY0907  MODELED GRAV-     980,033.0   (mgal)                       NAVD 88
 KY0907
 KY0907  VERT ORDER  -  SECOND    CLASS 0
 KY0907
 KY0907.The horizontal coordinates were scaled from a topographic map and have
 KY0907.an estimated accuracy of +/- 6 seconds.
 KY0907
 KY0907.The orthometric height was determined by differential leveling
 KY0907.and adjusted by the National Geodetic Survey in June 1991..
 KY0907
 KY0907.The geoid height was determined by GEOID03.
 KY0907
 KY0907.The dynamic height is computed by dividing the NAVD 88
 KY0907.geopotential number by the normal gravity value computed on the
 KY0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0907.degrees latitude (g = 980.6199 gals.).
 KY0907
 KY0907.The modeled gravity was interpolated from observed gravity values.
 KY0907
 KY0907;                    North         East    Units  Estimated Accuracy
 KY0907;SPC WV N     -   167,970.      508,840.      MT  (+/- 180 meters Scaled)
 KY0907
 KY0907                          SUPERSEDED SURVEY CONTROL
 KY0907
 KY0907  NGVD 29 (??/??/92)  445.714  (m)         1462.31   (f) ADJ UNCH    2 0
 KY0907
 KY0907.Superseded values are not recommended for survey control.
 KY0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0907.See file dsdata.txt to determine how the superseded data were derived.
 KY0907
 KY0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE368287(NAD 83)
 KY0907_MARKER: DD = SURVEY DISK
 KY0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0907_STAMPING: WILSON KNOB 2 NO 2 1957
 KY0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0907+STABILITY: SURFACE MOTION
 KY0907
 KY0907  HISTORY     - Date     Condition        Report By
 KY0907  HISTORY     - 1957     MONUMENTED       USGS
 KY0907  HISTORY     - 1957     GOOD             NGS
 KY0907
 KY0907                          STATION DESCRIPTION
 KY0907
 KY0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0907'2.9 MI SW FROM DALLAS.
 KY0907'ABOUT 2.9 MILES SOUTHWEST ALONG LIMESTONE-DALLAS ROAD FROM THE
 KY0907'JUNCTION OF DALLAS PIKE AT DALLAS, 138 FEET SOUTHEAST OF CENTER
 KY0907'LINE OF ROAD, 57 FEET EAST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST
 KY0907'OF A POWER POLE, 65 1/2 FEET NORTHEAST OF STATION MARK, 62 1/2
 KY0907'FEET SOUTHEAST OF RM NO. 1, ABOUT 30 FEET ABOVE LEVEL OF ROAD
 KY0907'AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 INCH UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1211 ***********************************************************************
 JX1211  DESIGNATION -  WINDY
 JX1211  PID         -  JX1211
 JX1211  STATE/COUNTY-  WV/WIRT
 JX1211  USGS QUAD   -  ROCKPORT (1975)
 JX1211
 JX1211                         *CURRENT SURVEY CONTROL
 JX1211  ___________________________________________________________________
 JX1211* NAD 83(1995)-  39 01 33.89301(N)    081 31 42.95802(W)     ADJUSTED  
 JX1211* NAVD 88     -       362.941  (meters)    1190.75   (feet)  ADJUSTED  
 JX1211  ___________________________________________________________________
 JX1211  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 JX1211  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JX1211  DYNAMIC HT  -         362.711 (meters)    1189.99  (feet)  COMP
 JX1211  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 JX1211
 JX1211  HORZ ORDER  -  SECOND
 JX1211  VERT ORDER  -  SECOND    CLASS 0
 JX1211
 JX1211.The horizontal coordinates were established by classical geodetic methods
 JX1211.and adjusted by the National Geodetic Survey in April 1998..
 JX1211
 JX1211.The orthometric height was determined by differential leveling
 JX1211.and adjusted by the National Geodetic Survey in June 1991..
 JX1211
 JX1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1211
 JX1211.The geoid height was determined by GEOID03.
 JX1211
 JX1211.The dynamic height is computed by dividing the NAVD 88
 JX1211.geopotential number by the normal gravity value computed on the
 JX1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1211.degrees latitude (g = 980.6199 gals.).
 JX1211
 JX1211.The modeled gravity was interpolated from observed gravity values.
 JX1211
 JX1211;                    North         East     Units Scale Factor Converg.
 JX1211;SPC WV N     -    60,387.359   424,350.034   MT  0.99999517   -1 17 37.6
 JX1211;SPC WV S     -   225,014.919   554,224.859   MT  1.00003354   -0 19 36.4
 JX1211;UTM  17      - 4,319,803.775   454,244.320   MT  0.99962578   -0 19 58.3
 JX1211
 JX1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1211!SPC WV N     -   0.99994839  x   0.99999517  =   0.99994356
 JX1211!SPC WV S     -   0.99994839  x   1.00003354  =   0.99998193
 JX1211!UTM  17      -   0.99994839  x   0.99962578  =   0.99957419
 JX1211
 JX1211                          SUPERSEDED SURVEY CONTROL
 JX1211
 JX1211  NAD 83(1995)-  39 01 33.89791(N)    081 31 42.96359(W) AD(       ) 2
 JX1211  NAD 83(1986)-  39 01 33.89798(N)    081 31 42.96360(W) AD(       ) 2
 JX1211  NAD 27      -  39 01 33.60800(N)    081 31 43.52400(W) AD(       ) 2
 JX1211  NGVD 29 (??/??/92)  363.117  (m)         1191.33   (f) ADJ UNCH    2 0
 JX1211
 JX1211.Superseded values are not recommended for survey control.
 JX1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1211.See file dsdata.txt to determine how the superseded data were derived.
 JX1211
 JX1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5424419804(NAD 83)
 JX1211_MARKER: DD = SURVEY DISK
 JX1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1211_STAMPING: WEST VIRGINIA
 JX1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1211+STABILITY: SURFACE MOTION
 JX1211
 JX1211  HISTORY     - Date     Condition        Report By
 JX1211  HISTORY     - 1944     MONUMENTED       USGS
 JX1211  HISTORY     - 1956     GOOD             NGS
 JX1211  HISTORY     - 1982     GOOD             NGS
 JX1211
 JX1211                          STATION DESCRIPTION
 JX1211
 JX1211'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 JX1211'STATION IS
 JX1211'LOCATED
 JX1211'APPROXIMATELY 7 MILES WSW OF ELIZABETH, 2 MILES E OF
 JX1211'U.S. HIGHWAY 21, AND 0.1
 JX1211'MILE S OF WINDY POST OFFICE. IT IS ON
 JX1211'THE PROPERTY OF MR. G.W. BOICE.  THE MARK
 JX1211'IS ON THE HIGHEST PART
 JX1211'OF A CONICAL-SHAPED HILL APPROXIMATELY 500 FEET S OF A LARGE
 JX1211'TIN-ROOF
 JX1211'BARN.
 JX1211'
 JX1211'STATION IS MARKED BY A BRONZE U.S. GEOLOGICAL SURVEY DISK
 JX1211'SET IN THE TOP OF
 JX1211'A CONCRETE POST.  STAMPED WEST VIRGINIA.
 JX1211'
 JX1211'STATION TUCKER IS 1.390 METERS (4.56 FEET) DISTANT.
 JX1211'
 JX1211'TO REACH STATION FROM WINDY POST OFFICE, TURN LEFT ON A
 JX1211'TRACK ROAD ALONG
 JX1211'THE W SIDE OF THE POST OFFICE AND CONTINUE FOR
 JX1211'0.05 MILE TO A WIRE GATE, PASS
 JX1211'THROUGH THE GATE AND CONTINUE UP
 JX1211'A STEEP HILL FOR 0.1 MILE TO THE HIGHEST PART OF
 JX1211'THE HILL AND
 JX1211'THE STATION.
 JX1211
 JX1211                          STATION RECOVERY (1956)
 JX1211
 JX1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 JX1211'0.2 MI S FROM WINDY.
 JX1211'0.15 MILE SOUTH ALONG A FOOT TRAIL FROM THE POST OFFICE AND
 JX1211'STORE AT WINDY, ON THE TOP OF HIGHEST HILL IN THIS VICINITY,
 JX1211'4.55 FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION TUCKER,
 JX1211'29 FEET SOUTH OF RM NO. 1 TUCKER, AND SET IN THE TOP OF A STONE
 JX1211'POST PROJECTING 4 INCHES.
 JX1211
 JX1211                          STATION RECOVERY (1982)
 JX1211
 JX1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JX1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3582 ***********************************************************************
 HW3582  DESIGNATION -  WINDY
 HW3582  PID         -  HW3582
 HW3582  STATE/COUNTY-  WV/RANDOLPH
 HW3582  USGS QUAD   -  SNYDER KNOB (1995)
 HW3582
 HW3582                         *CURRENT SURVEY CONTROL
 HW3582  ___________________________________________________________________
 HW3582* NAD 83(1995)-  38 30 53.66687(N)    079 59 41.92217(W)     ADJUSTED  
 HW3582* NAVD 88     -      1148.4    (meters)    3768.     (feet)  VERTCON   
 HW3582  ___________________________________________________________________
 HW3582  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 HW3582  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HW3582
 HW3582  HORZ ORDER  -  THIRD
 HW3582
 HW3582.The horizontal coordinates were established by classical geodetic methods
 HW3582.and adjusted by the National Geodetic Survey in April 1998..
 HW3582
 HW3582.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3582
 HW3582.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3582
 HW3582.The geoid height was determined by GEOID03.
 HW3582
 HW3582;                    North         East     Units Scale Factor Converg.
 HW3582;SPC WV S     -   168,614.673   687,645.965   MT  0.99994226   +0 37 16.7
 HW3582;UTM  17      - 4,263,426.144   587,618.702   MT  0.99969454   +0 37 33.2
 HW3582
 HW3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3582!SPC WV S     -   0.99982461  x   0.99994226  =   0.99976688
 HW3582!UTM  17      -   0.99982461  x   0.99969454  =   0.99951921
 HW3582
 HW3582|---------------------------------------------------------------------|
 HW3582| PID    Reference Object                     Distance      Geod. Az  |
 HW3582|                                                           dddmmss.s |
 HW3582| DC5002 WINDY RM 1                           15.968 METERS 02151     |
 HW3582| DC5001 WINDY AZ MK                                        1101815.3 |
 HW3582| DC5003 WINDY RM 2                           15.753 METERS 24621     |
 HW3582|---------------------------------------------------------------------|
 HW3582
 HW3582                          SUPERSEDED SURVEY CONTROL
 HW3582
 HW3582  NAD 83(1995)-  38 30 53.67176(N)    079 59 41.93416(W) AD(       ) 3
 HW3582  NAD 83(1986)-  38 30 53.67143(N)    079 59 41.93439(W) AD(       ) 3
 HW3582  NAD 27      -  38 30 53.26320(N)    079 59 42.69820(W) AD(       ) 3
 HW3582  NGVD 29 (07/19/86) 1148.5    (m)         3768.     (f) VERT ANG       
 HW3582
 HW3582.Superseded values are not recommended for survey control.
 HW3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3582.See file dsdata.txt to determine how the superseded data were derived.
 HW3582
 HW3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC8761963426(NAD 83)
 HW3582_MARKER: DS = TRIANGULATION STATION DISK
 HW3582_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HW3582
 HW3582  HISTORY     - Date     Condition        Report By
 HW3582  HISTORY     - 1961     MONUMENTED       CGS
 HW3582
 HW3582                          STATION DESCRIPTION
 HW3582
 HW3582'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HW3582'STATION IS LOCATED ON A HIGH GRASS COVERED RIDGE THAT EXTENDS WEST
 HW3582'FROM CHEAT
 HW3582'MOUNTAIN, BETWEEN BIG RUN AND WINDY RUN.  IT IS LOCATED ABOUT
 HW3582'9 MILES NORTHEAST OF
 HW3582'SLATYFORK AND ABOUT 3 MILES SOUTHEAST OF VALLEY HEAD.
 HW3582'IT IS 93 FEET SOUTH OF AN EAST-WEST
 HW3582'FENCELINE AND 4.3 FEET NORTH OF METAL
 HW3582'WITNESS POST WITH SIGN.  STATION IS MARKED BY A
 HW3582'STANDARD DISK CEMENTED IN
 HW3582'AN IRREGULAR MASS OF CONCRETE THAT IS FLUSH WITH SURFACE OF THE
 HW3582'GROUND AND THE DISK
 HW3582'IS STAMPED WINDY 1961.
 HW3582'
 HW3582'TO REACH THE STATION FROM THE POST OFFICE IN VALLEY HEAD, GO SOUTH
 HW3582'ON US HIGHWAY NO.
 HW3582'219 FOR 1.65 MILES TO A SIDE ROAD LEFT (LOGAN RUN ROAD).
 HW3582'TURN LEFT AND GO EAST UP HILL FOR
 HW3582'1.0 MILE TO SIDE ROAD RIGHT, CONTINUE
 HW3582'STRAIGHT AHEAD AND GO SOUTH AND EAST UP HILL FOR 1.0
 HW3582'MILE TO A SIDE ROAD
 HW3582'LEFT.  KEEP RIGHT ON MAIN TRAVELED ROAD AND GO BETWEEN SMALL SCHOOL
 HW3582'HOUSE AND CEMETERY,
 HW3582'CONTINUE SOUTH AND EAST UP HILL FOLLOWING ROAD THROUGH THREE
 HW3582'GATES FOR 0.85 MILE TO JUNCTION
 HW3582'AND HOUSE ON THE LEFT.  TURN LEFT AND GO
 HW3582'SOUTH AND EAST ON MAIN TRAVELED FIELD ROAD PASSING
 HW3582'THROUGH TWO GATES FOR
 HW3582'0.25 MILE, CONTINUE UP HILL FOR 0.2 MILE TO A SIDE ROAD LEFT.  (TURN
 HW3582'LEFT AND GO EAST FOR
 HW3582'0.1 MILE AND AZIMUTH MARK ON THE LEFT.) CONTINUE SOUTHERLY
 HW3582'ON TRACK ROAD FOR 0.15 MILE TO
 HW3582'GATE, PASS THROUGH GATE AND GO NORTHWEST
 HW3582'UP STEEP HILL TO STATION AS DESCRIBED.
 HW3582'
 HW3582'AZIMUTH MARK IS 8 FEET NORTH OF THE APPROXIMATE CENTER OF TRACK ROAD
 HW3582'AND 0.8 FOOT WEST
 HW3582'OF METAL WITNESS POST WITH SIGN.  IT IS MARKED BY A
 HW3582'STANDARD DISK CEMENTED IN THE TOP OF
 HW3582'A 4 INCH ORANGEBURG PIPE THAT PROJECTS
 HW3582'4 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK
 HW3582'IS STAMPED WINDY 1961.
 HW3582'
 HW3582'REFERENCE MARK NO. 1 IS 41 FEET SOUTH OF AN EAST-WEST FENCELINE AND
 HW3582'36 FEET EAST OF A
 HW3582'SMALL SPRUCE TREE.  TI IS MARKED BY A STANDARD DISK
 HW3582'CEMENTED IN AN IRREGULAR MASS OF
 HW3582'CONCRETE THAT IS FLUSH WITH THE SURFACE
 HW3582'OF THE GROUND AND THE DISK IS STAMPED WINDY NO 1 1961.
 HW3582'
 HW3582'REFERENCE MARK NO. 2 IS 107 FEET SOUTHWEST OF A 10 INCH CHERRY TREE.
 HW3582'IT IS MARKED BY A
 HW3582'STANDARD DISK CEMENTED IN AN IRREGULAR MASS OF CONCRETE
 HW3582'THAT IS FLUSH WITH THE SURFACE OF
 HW3582'THE GROUND AND THE DISK IS STAMPED
 HW3582'WINDY NO 2 1961.
 HW3582'*
 HW3582'HEIGHT OF LIGHT
 HW3582'ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1609 ***********************************************************************
 HX1609  DESIGNATION -  WINE
 HX1609  PID         -  HX1609
 HX1609  STATE/COUNTY-  WV/BRAXTON
 HX1609  USGS QUAD   -  ORLANDO (1989)
 HX1609
 HX1609                         *CURRENT SURVEY CONTROL
 HX1609  ___________________________________________________________________
 HX1609* NAD 83(1995)-  38 47 30.33153(N)    080 36 08.66646(W)     ADJUSTED  
 HX1609* NAVD 88     -       456.478  (meters)    1497.63   (feet)  ADJUSTED  
 HX1609  ___________________________________________________________________
 HX1609  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 HX1609  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HX1609  DYNAMIC HT  -         456.185 (meters)    1496.67  (feet)  COMP
 HX1609  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 HX1609
 HX1609  HORZ ORDER  -  SECOND
 HX1609  VERT ORDER  -  SECOND    CLASS 0
 HX1609
 HX1609.The horizontal coordinates were established by classical geodetic methods
 HX1609.and adjusted by the National Geodetic Survey in April 1998..
 HX1609
 HX1609.The orthometric height was determined by differential leveling
 HX1609.and adjusted by the National Geodetic Survey in June 1991..
 HX1609
 HX1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1609
 HX1609.The geoid height was determined by GEOID03.
 HX1609
 HX1609.The dynamic height is computed by dividing the NAVD 88
 HX1609.geopotential number by the normal gravity value computed on the
 HX1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1609.degrees latitude (g = 980.6199 gals.).
 HX1609
 HX1609.The modeled gravity was interpolated from observed gravity values.
 HX1609
 HX1609;                    North         East     Units Scale Factor Converg.
 HX1609;SPC WV S     -   198,945.278   634,542.015   MT  0.99998177   +0 14 44.8
 HX1609;UTM  17      - 4,293,743.299   534,528.993   MT  0.99961468   +0 14 56.7
 HX1609
 HX1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1609!SPC WV S     -   0.99993344  x   0.99998177  =   0.99991521
 HX1609!UTM  17      -   0.99993344  x   0.99961468  =   0.99954815
 HX1609
 HX1609|---------------------------------------------------------------------|
 HX1609| PID    Reference Object                     Distance      Geod. Az  |
 HX1609|                                                           dddmmss.s |
 HX1609| HX1610 WINE RM 1                            30.539 METERS 23413     |
 HX1609| HX1608 WINE RM 2                            33.115 METERS 29517     |
 HX1609| HX1607 WINE AZ MK                                         3040324.0 |
 HX1609|---------------------------------------------------------------------|
 HX1609
 HX1609                          SUPERSEDED SURVEY CONTROL
 HX1609
 HX1609  NAD 83(1986)-  38 47 30.33724(N)    080 36 08.67676(W) AD(       ) 2
 HX1609  NAD 27      -  38 47 29.98380(N)    080 36 09.34230(W) AD(       ) 2
 HX1609  NGVD 29 (??/??/92)  456.677  (m)         1498.28   (f) ADJ UNCH    2 0
 HX1609
 HX1609.Superseded values are not recommended for survey control.
 HX1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1609.See file dsdata.txt to determine how the superseded data were derived.
 HX1609
 HX1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC3452993743(NAD 83)
 HX1609_MARKER: DS = TRIANGULATION STATION DISK
 HX1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1609_STAMPING: WINE 1956
 HX1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1609+STABILITY: SURFACE MOTION
 HX1609
 HX1609  HISTORY     - Date     Condition        Report By
 HX1609  HISTORY     - 1956     MONUMENTED       CGS
 HX1609  HISTORY     - 1962     GOOD             NGS
 HX1609
 HX1609                          STATION DESCRIPTION
 HX1609
 HX1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX1609'STATION IS LOCATED ON A GRASS COVERED HILL ABOUT 5-1/2 MILES
 HX1609'SOUTHEAST OF BURNSVILLE, ABOUT 2.0
 HX1609'MILES WEST OF THE VILLAGE OF BULLTOWN, AND ABOUT 0.8 MILE WEST OF
 HX1609'NAPIER POST OFFICE.  STATION IS SET ON
 HX1609'HIGHEST POINT OF HILL, 102 FEET EAST OF FENCELINE, AND 110
 HX1609'FEET SOUTHEAST OF WITNESS POST.  THE
 HX1609'MARK IS SET ABOUT 12 INCHES BELOW THE SURFACE AND
 HX1609'THE DISK IS STAMPED WINE 1956.
 HX1609'
 HX1609'REFERENCE MARK NO. 1 IS 2 FEET EAST OF FENCELINE.  THE MARK PROJECTS
 HX1609'5 INCHES AND THE DISK IS
 HX1609'STAMPED WINE NO 1 1956.
 HX1609'
 HX1609'REFERENCE MARK NO. 2 IS 3 FEET SOUTH OF OAK TREE, 2 FEET EAST OF
 HX1609'FENCELINE, AND 2 FEET SOUTH OF
 HX1609'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HX1609'WINE NO 2 1956.
 HX1609'
 HX1609'AZIMUTH MARK IS 25 FEET SOUTH OF APPROXIMATE CENTERLINE OF ROAD, 12
 HX1609'FEET WEST OF POLE GATE, 2
 HX1609'FEET EAST OF WITNESS POST, AND 1 FOOT SOUTH OF SOUTH FENCELINE.  THE
 HX1609'MARK PROJECTS 6 INCHES AND THE DISK
 HX1609'IS STAMPED WINE 1956.
 HX1609'
 HX1609'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF NAPIER, GO WESTERLY
 HX1609'ON U.S. HIGHWAY NO. 19 AND STATE
 HX1609'HIGHWAY NO. 4 FOR 0.9 MILE TO SIDE ROAD RIGHT AT SUMMIT OF GRADE.
 HX1609'TURN RIGHT AND GO NORTHERLY ON DIRT
 HX1609'ROAD UP HILL FOR 0.3 MILE TO FORKS.  TAKE RIGHT FORK
 HX1609'AND CONTINUE UP HILL FOR 0.25 MILE TO WIRE GATE ON
 HX1609'LEFT (NORTH) SIDE OF ROAD AND POLE
 HX1609'GATE AND AZIMUTH MARK ON RIGHT (SOUTH) SIDE OF ROAD.  TURN RIGHT
 HX1609'THROUGH POLE GATE AND GO SOUTHERLY
 HX1609'ON FIELD ROAD ACROSS MEADOW FOR 0.2 MILE TO ROW OF FENCE POST.  TURN
 HX1609'RIGHT AND FOLLOW DIM TRACK ROAD WEST
 HX1609'AND SOUTH FOR 0.1 MILE TO TOP OF HILL AND STATION AS
 HX1609'DESCRIBED.
 HX1609'
 HX1609'NOTE- DO NOT DRIVE ACROSS MEADOW IN WET WEATHER.
 HX1609'
 HX1609'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HX1609
 HX1609                          STATION RECOVERY (1962)
 HX1609
 HX1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX1609'4.1 MI NE FROM HEATERS.
 HX1609'ABOUT 3.3 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1609'OFFICE AT HEATERS, THENCE 0.3 MILE NORTH ALONG SECONDARY COUNTY
 HX1609'ROAD 19/16, THENCE 0.3 MILE NORTHEAST ALONG A STEEP MOUNTAIN
 HX1609'TRAIL, THENCE 0.2 MILE SOUTH ALONG A FENCE LINE THAT LEADS ACROSS
 HX1609'A MEADOW, 100.9 FEET NORTHWEST OF WINE R.M. 1, 108 FEET NORTHEAST
 HX1609'OF WINE R.M. 2, AND IS SET IN THE TOP OF A CONCRETE POST THAT
 HX1609'IS ABOUT 12 INCHES UNDER THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1607 ***********************************************************************
 HX1607  DESIGNATION -  WINE AZ MK
 HX1607  PID         -  HX1607
 HX1607  STATE/COUNTY-  WV/BRAXTON
 HX1607  USGS QUAD   -  ORLANDO (1989)
 HX1607
 HX1607                         *CURRENT SURVEY CONTROL
 HX1607  ___________________________________________________________________
 HX1607* NAD 83(1986)-  38 47 37.     (N)    080 36 20.     (W)     SCALED    
 HX1607* NAVD 88     -       417.142  (meters)    1368.57   (feet)  ADJUSTED  
 HX1607  ___________________________________________________________________
 HX1607  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HX1607  DYNAMIC HT  -         416.873 (meters)    1367.69  (feet)  COMP
 HX1607  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 HX1607
 HX1607  VERT ORDER  -  SECOND    CLASS 0
 HX1607
 HX1607.The horizontal coordinates were scaled from a topographic map and have
 HX1607.an estimated accuracy of +/- 6 seconds.
 HX1607
 HX1607.The orthometric height was determined by differential leveling
 HX1607.and adjusted by the National Geodetic Survey in June 1991..
 HX1607
 HX1607.The geoid height was determined by GEOID03.
 HX1607
 HX1607.The dynamic height is computed by dividing the NAVD 88
 HX1607.geopotential number by the normal gravity value computed on the
 HX1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1607.degrees latitude (g = 980.6199 gals.).
 HX1607
 HX1607.The modeled gravity was interpolated from observed gravity values.
 HX1607
 HX1607;                    North         East    Units  Estimated Accuracy
 HX1607;SPC WV S     -   199,150.      634,270.      MT  (+/- 180 meters Scaled)
 HX1607
 HX1607                          SUPERSEDED SURVEY CONTROL
 HX1607
 HX1607  NGVD 29 (??/??/92)  417.341  (m)         1369.23   (f) ADJ UNCH    2 0
 HX1607
 HX1607.Superseded values are not recommended for survey control.
 HX1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1607.See file dsdata.txt to determine how the superseded data were derived.
 HX1607
 HX1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC342939(NAD 83)
 HX1607_MARKER: DZ = AZIMUTH MARK DISK
 HX1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1607_STAMPING: WINE 1956
 HX1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1607+STABILITY: SURFACE MOTION
 HX1607
 HX1607  HISTORY     - Date     Condition        Report By
 HX1607  HISTORY     - 1956     MONUMENTED       CGS
 HX1607  HISTORY     - 1962     GOOD             NGS
 HX1607
 HX1607                          STATION DESCRIPTION
 HX1607
 HX1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1607'3.9 MI NE FROM HEATERS.
 HX1607'ABOUT 3.3 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1607'OFFICE AT HEATERS, THENCE 0.3 MILE NORTH ALONG SECONDARY COUNTY
 HX1607'ROAD 19/16, THENCE 0.3 MILE NORTHEAST ALONG A STEEP MOUNTAIN
 HX1607'TRAIL, 20 FEET SOUTH OF THE CENTER OF THE ROAD, 12 FEET SOUTHWEST
 HX1607'OF A HICKORY TREE, 1 FOOT NORTH OF A STEEL WITNESS POST, AND IS
 HX1607'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1610 ***********************************************************************
 HX1610  DESIGNATION -  WINE RM 1
 HX1610  PID         -  HX1610
 HX1610  STATE/COUNTY-  WV/BRAXTON
 HX1610  USGS QUAD   -  ORLANDO (1989)
 HX1610
 HX1610                         *CURRENT SURVEY CONTROL
 HX1610  ___________________________________________________________________
 HX1610* NAD 83(1986)-  38 47 30.     (N)    080 36 08.     (W)     SCALED    
 HX1610* NAVD 88     -       451.560  (meters)    1481.49   (feet)  ADJUSTED  
 HX1610  ___________________________________________________________________
 HX1610  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HX1610  DYNAMIC HT  -         451.270 (meters)    1480.54  (feet)  COMP
 HX1610  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 HX1610
 HX1610  VERT ORDER  -  SECOND    CLASS 0
 HX1610
 HX1610.The horizontal coordinates were scaled from a topographic map and have
 HX1610.an estimated accuracy of +/- 6 seconds.
 HX1610
 HX1610.The orthometric height was determined by differential leveling
 HX1610.and adjusted by the National Geodetic Survey in June 1991..
 HX1610
 HX1610.The geoid height was determined by GEOID03.
 HX1610
 HX1610.The dynamic height is computed by dividing the NAVD 88
 HX1610.geopotential number by the normal gravity value computed on the
 HX1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1610.degrees latitude (g = 980.6199 gals.).
 HX1610
 HX1610.The modeled gravity was interpolated from observed gravity values.
 HX1610
 HX1610;                    North         East    Units  Estimated Accuracy
 HX1610;SPC WV S     -   198,940.      634,560.      MT  (+/- 180 meters Scaled)
 HX1610
 HX1610                          SUPERSEDED SURVEY CONTROL
 HX1610
 HX1610  NGVD 29 (??/??/92)  451.759  (m)         1482.15   (f) ADJ UNCH    2 0
 HX1610
 HX1610.Superseded values are not recommended for survey control.
 HX1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1610.See file dsdata.txt to determine how the superseded data were derived.
 HX1610
 HX1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC345937(NAD 83)
 HX1610_MARKER: DR = REFERENCE MARK DISK
 HX1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1610_STAMPING: WINE NO 1 1956
 HX1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1610+STABILITY: SURFACE MOTION
 HX1610
 HX1610  HISTORY     - Date     Condition        Report By
 HX1610  HISTORY     - 1956     MONUMENTED       CGS
 HX1610  HISTORY     - 1962     GOOD             NGS
 HX1610
 HX1610                          STATION DESCRIPTION
 HX1610
 HX1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1610'4.1 MI NE FROM HEATERS.
 HX1610'ABOUT 3.3 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1610'OFFICE AT HEATERS, THENCE 0.3 MILE NORTH ALONG SECONDARY COUNTY
 HX1610'ROAD 19/16, THENCE 0.3 MILE NORTHEAST ALONG A STEEP MOUNTAIN
 HX1610'ROAD, THENCE 0.2 MILE SOUTH ALONG A FENCE LINE THAT LEADS ACROSS
 HX1610'A MEADOW, 100.9 FEET SOUTHWEST OF WINE STATION, 2 FEET EAST OF THE
 HX1610'FENCE LINE, 1 1/2 FEET EAST OF A STEEL WITNESS POST, AND IS
 HX1610'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1608 ***********************************************************************
 HX1608  DESIGNATION -  WINE RM 2
 HX1608  PID         -  HX1608
 HX1608  STATE/COUNTY-  WV/BRAXTON
 HX1608  USGS QUAD   -  ORLANDO (1989)
 HX1608
 HX1608                         *CURRENT SURVEY CONTROL
 HX1608  ___________________________________________________________________
 HX1608* NAD 83(1986)-  38 47 30.     (N)    080 36 08.     (W)     SCALED    
 HX1608* NAVD 88     -       452.857  (meters)    1485.75   (feet)  ADJUSTED  
 HX1608  ___________________________________________________________________
 HX1608  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HX1608  DYNAMIC HT  -         452.566 (meters)    1484.79  (feet)  COMP
 HX1608  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 HX1608
 HX1608  VERT ORDER  -  SECOND    CLASS 0
 HX1608
 HX1608.The horizontal coordinates were scaled from a topographic map and have
 HX1608.an estimated accuracy of +/- 6 seconds.
 HX1608
 HX1608.The orthometric height was determined by differential leveling
 HX1608.and adjusted by the National Geodetic Survey in June 1991..
 HX1608
 HX1608.The geoid height was determined by GEOID03.
 HX1608
 HX1608.The dynamic height is computed by dividing the NAVD 88
 HX1608.geopotential number by the normal gravity value computed on the
 HX1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1608.degrees latitude (g = 980.6199 gals.).
 HX1608
 HX1608.The modeled gravity was interpolated from observed gravity values.
 HX1608
 HX1608;                    North         East    Units  Estimated Accuracy
 HX1608;SPC WV S     -   198,940.      634,560.      MT  (+/- 180 meters Scaled)
 HX1608
 HX1608                          SUPERSEDED SURVEY CONTROL
 HX1608
 HX1608  NGVD 29 (??/??/92)  453.055  (m)         1486.40   (f) ADJ UNCH    2 0
 HX1608
 HX1608.Superseded values are not recommended for survey control.
 HX1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1608.See file dsdata.txt to determine how the superseded data were derived.
 HX1608
 HX1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC345937(NAD 83)
 HX1608_MARKER: DR = REFERENCE MARK DISK
 HX1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1608_STAMPING: WINE NO 2 1956
 HX1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1608+STABILITY: SURFACE MOTION
 HX1608
 HX1608  HISTORY     - Date     Condition        Report By
 HX1608  HISTORY     - 1956     MONUMENTED       CGS
 HX1608  HISTORY     - 1962     GOOD             NGS
 HX1608
 HX1608                          STATION DESCRIPTION
 HX1608
 HX1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1608'4.1 MI NE FROM HEATERS.
 HX1608'ABOUT 3.3 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1608'OFFICE AT HEATERS, THENCE 0.3 MILE NORTH ALONG SECONDARY COUNTY
 HX1608'ROAD 19/16, THENCE 0.3 MILE NORTHEAST ALONG A STEEP MOUNTAIN
 HX1608'TRAIL, THENCE 0.2 MILE SOUTH ALONG A FENCE LINE THAT LEADS
 HX1608'ACROSS A MEADOW, 108 FEET NORTHWEST OF WINE STATION, 3 FEET
 HX1608'SOUTH OF A HICKORY TREE, AND IS SET IN THE TOP OF A CONCRETE POST
 HX1608'THAT IS PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3143 ***********************************************************************
 HX3143  DESIGNATION -  WINFIELD AZ MK
 HX3143  PID         -  HX3143
 HX3143  STATE/COUNTY-  WV/PUTNAM
 HX3143  USGS QUAD   -  WINFIELD (1989)
 HX3143
 HX3143                         *CURRENT SURVEY CONTROL
 HX3143  ___________________________________________________________________
 HX3143* NAD 83(1995)-  38 31 36.89067(N)    081 54 18.09316(W)     ADJUSTED  
 HX3143* NAVD 88     -       177.9    (meters)     584.     (feet)  VERTCON   
 HX3143  ___________________________________________________________________
 HX3143  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 HX3143  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HX3143
 HX3143  HORZ ORDER  -  SECOND
 HX3143
 HX3143.The horizontal coordinates were established by classical geodetic methods
 HX3143.and adjusted by the National Geodetic Survey in April 1998..
 HX3143
 HX3143.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX3143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX3143
 HX3143.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3143
 HX3143.The geoid height was determined by GEOID03.
 HX3143
 HX3143;                    North         East     Units Scale Factor Converg.
 HX3143;SPC WV S     -   169,857.485   521,087.189   MT  0.99994349   -0 33 34.1
 HX3143;UTM  17      - 4,264,667.962   421,112.300   MT  0.99967664   -0 33 49.5
 HX3143
 HX3143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3143!SPC WV S     -   0.99997734  x   0.99994349  =   0.99992083
 HX3143!UTM  17      -   0.99997734  x   0.99967664  =   0.99965398
 HX3143
 HX3143:                Primary Azimuth Mark                     Grid Az
 HX3143:SPC WV S     -  WINFIELD                                 213 35 49.3
 HX3143:UTM  17      -  WINFIELD                                 213 36 04.7
 HX3143
 HX3143|---------------------------------------------------------------------|
 HX3143| PID    Reference Object                     Distance      Geod. Az  |
 HX3143|                                                           dddmmss.s |
 HX3143| HX3144 WINFIELD                            APPROX. 0.6 KM 2130215.2 |
 HX3143|---------------------------------------------------------------------|
 HX3143
 HX3143                          SUPERSEDED SURVEY CONTROL
 HX3143
 HX3143  NAD 83(1995)-  38 31 36.89577(N)    081 54 18.09986(W) AD(       ) 2
 HX3143  NAD 83(1986)-  38 31 36.89796(N)    081 54 18.10047(W) AD(       ) 2
 HX3143  NAD 27      -  38 31 36.57902(N)    081 54 18.61407(W) AD(       ) 2
 HX3143  NGVD 29 (07/19/86)  178.1    (m)          584.     (f) VERT ANG       
 HX3143
 HX3143.Superseded values are not recommended for survey control.
 HX3143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3143.See file dsdata.txt to determine how the superseded data were derived.
 HX3143
 HX3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC2111264668(NAD 83)
 HX3143_MARKER: DR = REFERENCE MARK DISK
 HX3143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX3143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX3143_STAMPING: WINFIELD 1976 AZ
 HX3143_MARK LOGO: NGS   
 HX3143_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX3143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX3143+STABILITY: SURFACE MOTION
 HX3143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX3143+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 HX3143
 HX3143  HISTORY     - Date     Condition        Report By
 HX3143  HISTORY     - 1976     MONUMENTED       NGS
 HX3143  HISTORY     - 19830615 GOOD             NGS
 HX3143  HISTORY     - 20000105 GOOD             GEOMET
 HX3143  HISTORY     - 20021120 GOOD             INDIV
 HX3143
 HX3143                          STATION DESCRIPTION
 HX3143
 HX3143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3143'AN EDM TRAVERSE TIE WAS MADE FROM WINFIELD 1976.
 HX3143
 HX3143                          STATION RECOVERY (1983)
 HX3143
 HX3143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 HX3143'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  STATION
 HX3143'WINFIELD 1976 WAS DESTROYED BY CONSTRUCTION AT THIS DATE AND A NEW
 HX3143'STATION WINFIELD 2 WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION OF THE
 HX3143'STATION FOLLOWS.  STATION IS LOCATED 29 KM (18.00 MI) NW FROM
 HX3143'CHARLESTON, 1.25 KM (0.75 MI) W FROM WINFIELD AND 1.25 S FROM THE
 HX3143'KANAWHA RIVER.  OWNERSHIP-- ROAD RIGHT-OF-WAY.  TO REACH FROM THE POST
 HX3143'OFFICE AT WINFIELD, GO S ON FERRY STREET FOR 0.1 KM (0.05 MI) TO A
 HX3143'T-INTERSECTION.  TURN RIGHT AND GO W ON COURT STREET (THIS TURNS INTO
 HX3143'STATE HWYS 34 AND 35) FOR 1.4 KM (0.85 MI) TO THE STATION ON THE
 HX3143'RIGHT.  THE STATION MARK IS A STANDARD NGS REFERENCE MARK STAMPED --
 HX3143'WINFIELD 1976 AZ -- SET IN THE TOP OF A 30 CM ROUND CONCRETE MONUMENT
 HX3143'WHICH IS 2 CM BELOW THE SURFACE BELOW THE GROUND.  IT IS 28.0 METERS
 HX3143'(91.9 FT) E FROM A POWERLINE POLE NUMBERED 1 119 B3 1, 31.3 METERS
 HX3143'(102.7 FT) E FROM THE CENTER OF A PRIVATE ROAD LEADING N, 12.3 METERS
 HX3143'(40.4 FT) NNW FROM THE CENTER OF STATE HWYS 34 AND 35 AND 1.3 METERS
 HX3143'(4.3 FT) W FROM A STANDARD METAL WITNESS POST.  FOR ADDITIONAL
 HX3143'INFORMATION SEE DESCRIPTION FOR STATION WINFIELD 2.
 HX3143
 HX3143                          STATION RECOVERY (2000)
 HX3143
 HX3143'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000
 HX3143'THE STATION IS AT B/T 3640 WINFIELD ROAD AND WINFIELD BAPTIST CHURCH.
 HX3143'SET IN CONCRETE, RECESSED 2 CM.  MARK IS SUITABLE FOR GPS USE.
 HX3143'STABILITY MAY HOLD WELL, BUT SUBJECT TO GROUND MOVEMENT.  CAR USE.
 HX3143
 HX3143                          STATION RECOVERY (2002)
 HX3143
 HX3143'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 HX3143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1517 ***********************************************************************
 HX1517  DESIGNATION -  WING
 HX1517  PID         -  HX1517
 HX1517  STATE/COUNTY-  WV/BRAXTON
 HX1517  USGS QUAD   -  GASSAWAY (1976)
 HX1517
 HX1517                         *CURRENT SURVEY CONTROL
 HX1517  ___________________________________________________________________
 HX1517* NAD 83(1986)-  38 39 06.     (N)    080 48 57.     (W)     SCALED    
 HX1517* NAVD 88     -       252.378  (meters)     828.01   (feet)  ADJUSTED  
 HX1517  ___________________________________________________________________
 HX1517  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HX1517  DYNAMIC HT  -         252.208 (meters)     827.45  (feet)  COMP
 HX1517  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 HX1517
 HX1517  VERT ORDER  -  SECOND    CLASS 0
 HX1517
 HX1517.The horizontal coordinates were scaled from a topographic map and have
 HX1517.an estimated accuracy of +/- 6 seconds.
 HX1517
 HX1517.The orthometric height was determined by differential leveling
 HX1517.and adjusted by the National Geodetic Survey in June 1991..
 HX1517
 HX1517.The geoid height was determined by GEOID03.
 HX1517
 HX1517.The dynamic height is computed by dividing the NAVD 88
 HX1517.geopotential number by the normal gravity value computed on the
 HX1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1517.degrees latitude (g = 980.6199 gals.).
 HX1517
 HX1517.The modeled gravity was interpolated from observed gravity values.
 HX1517
 HX1517;                    North         East    Units  Estimated Accuracy
 HX1517;SPC WV S     -   183,340.      616,030.      MT  (+/- 180 meters Scaled)
 HX1517
 HX1517                          SUPERSEDED SURVEY CONTROL
 HX1517
 HX1517  NGVD 29 (??/??/92)  252.562  (m)          828.61   (f) ADJ UNCH    2 0
 HX1517
 HX1517.Superseded values are not recommended for survey control.
 HX1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1517.See file dsdata.txt to determine how the superseded data were derived.
 HX1517
 HX1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC160781(NAD 83)
 HX1517_MARKER: Q = CHISELED SQUARE
 HX1517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1517_SP_SET: ABUTMENT
 HX1517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1517
 HX1517  HISTORY     - Date     Condition        Report By
 HX1517  HISTORY     - UNK      MONUMENTED       RBNF
 HX1517  HISTORY     - 1934     GOOD             NGS
 HX1517
 HX1517                          STATION DESCRIPTION
 HX1517
 HX1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HX1517'4.5 MI W FROM GASSAWAY.
 HX1517'4.5 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1517'STATION AT GASSAWAY, BRAXTON COUNTY, 67 RAILS WEST OF MILEPOST
 HX1517'C 88, 12 RAILS WEST OF THE FLAG STOP AT SHADY SIDE, AT BRIDGE
 HX1517'876, ON THE TOP OF THE SOUTH CORNER OF THE SOUTH END OF THE
 HX1517'WEST ABUTMENT, 9 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 HX1517'AND LEVEL WITH THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2856 ***********************************************************************
 HX2856  DESIGNATION -  WINKLER
 HX2856  PID         -  HX2856
 HX2856  STATE/COUNTY-  WV/RANDOLPH
 HX2856  USGS QUAD   -  SAMP (1995)
 HX2856
 HX2856                         *CURRENT SURVEY CONTROL
 HX2856  ___________________________________________________________________
 HX2856* NAD 83(1995)-  38 36 37.90950(N)    080 10 40.99227(W)     ADJUSTED  
 HX2856* NAVD 88     -      1218.     (meters)    3996.     (feet)  SCALED    
 HX2856  ___________________________________________________________________
 HX2856  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 HX2856  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HX2856
 HX2856  HORZ ORDER  -  FIRST
 HX2856
 HX2856.The horizontal coordinates were established by classical geodetic methods
 HX2856.and adjusted by the National Geodetic Survey in April 1998..
 HX2856
 HX2856.The orthometric height was scaled from a topographic map.
 HX2856
 HX2856.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2856
 HX2856.The geoid height was determined by GEOID03.
 HX2856
 HX2856;                    North         East     Units Scale Factor Converg.
 HX2856;SPC WV S     -   179,071.171   671,586.685   MT  0.99995326   +0 30 29.2
 HX2856;UTM  17      - 4,273,878.499   571,562.882   MT  0.99966306   +0 30 46.6
 HX2856
 HX2856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2856!SPC WV S     -   0.99981376  x   0.99995326  =   0.99976703
 HX2856!UTM  17      -   0.99981376  x   0.99966306  =   0.99947688
 HX2856
 HX2856:                Primary Azimuth Mark                     Grid Az
 HX2856:SPC WV S     -  MOORE                                    021 37 14.0
 HX2856:UTM  17      -  MOORE                                    021 36 56.6
 HX2856
 HX2856|---------------------------------------------------------------------|
 HX2856| PID    Reference Object                     Distance      Geod. Az  |
 HX2856|                                                           dddmmss.s |
 HX2856| HX2851 MOORE                               APPROX.16.1 KM 0220743.2 |
 HX2856| HX0338 WINKLER AZ MK                                      0403437.4 |
 HX2856| HX2857 WINKLER RM 3                         10.192 METERS 12101     |
 HX2856| DC5008 WINKLER RM 1                         15.530 METERS 20759     |
 HX2856| HX2936 AIRWAY BEACON 21                    APPROX.42.7 KM 2804111.8 |
 HX2856| HX2855 WINKLER USGS 1941                    12.645 METERS 28045     |
 HX2856| HX2865 AIRWAY BEACON 23                    APPROX.19.7 KM 3403214.6 |
 HX2856|---------------------------------------------------------------------|
 HX2856
 HX2856                          SUPERSEDED SURVEY CONTROL
 HX2856
 HX2856  NAD 83(1986)-  38 36 37.91500(N)    080 10 41.00431(W) AD(       ) 1
 HX2856  NAD 27      -  38 36 37.52220(N)    080 10 41.73930(W) AD(       ) 1
 HX2856
 HX2856.Superseded values are not recommended for survey control.
 HX2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2856.See file dsdata.txt to determine how the superseded data were derived.
 HX2856
 HX2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7156373878(NAD 83)
 HX2856_MARKER: DS = TRIANGULATION STATION DISK
 HX2856_SETTING: 80 = SET IN A BOULDER
 HX2856_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HX2856
 HX2856  HISTORY     - Date     Condition        Report By
 HX2856  HISTORY     - 1941     MONUMENTED       CGS
 HX2856  HISTORY     - 1944     GOOD             CGS
 HX2856  HISTORY     - 1956     GOOD             CGS
 HX2856  HISTORY     - 1961     GOOD             CGS
 HX2856
 HX2856                          STATION DESCRIPTION
 HX2856
 HX2856'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HX2856'STATION IS ABOUT
 HX2856'10 MILES NW OF THE
 HX2856'TOWN OF VALLEY HEAD ON A HIGH WOODED HILL ABOUT
 HX2856'2 MILES WSW OF PARTING SPRINGS
 HX2856'LOOKOUT TOWER.  IT IS ABOUT 20 YARDS
 HX2856'W OF THE HIGHEST POINT WHICH IS A LARGE UPTHRUST
 HX2856'BOULDER.  MARK IS
 HX2856'STAMPED WINKLER 1941.
 HX2856'
 HX2856'STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS
 HX2856'WEDGED IN DRILL HOLES IN DOULDERS.
 HX2856'
 HX2856'REFERENCE MARK NO. 1 IS STAMPED WINKLER 1941 NO. 1.
 HX2856'
 HX2856'WINKLER (U.S.G.S.) IS USED AS REFERENCE MARK NO. 2.  IT IS A
 HX2856'STANDARD
 HX2856'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A LARGE SANDSTONE
 HX2856'BOULDER.  IT IS STAMPED W.VA.
 HX2856'
 HX2856'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 HX2856'IN A FLAT SLOPING
 HX2856'BOULDER WHICH PROJECTS ABOUT 6 INCHES.  IT IS
 HX2856'STAMPED WINKLER 1941.  IT IS ABOUT
 HX2856'200 YARDS NE OF A HOUSE WHICH
 HX2856'IS AT A TURN IN THE ROAD, 25 YARDS SW OF A GATE, 34
 HX2856'FEET SE OF THE
 HX2856'CENTER OF THE ROAD, AND 15.5 FEET S OF A TELEPHONE POLE.
 HX2856'
 HX2856'LIGHTS ELEVATED 74 FEET AT MOORE, RICH, AND BARTON, 60 FEET
 HX2856'AT BALD, AND 4
 HX2856'FEET AT GAULEY WERE VISIBLE FROM 50 FEET ABOVE THE STATION.
 HX2856'
 HX2856'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 219 AND
 HX2856'STATE HIGHWAY 15 IN VALLEY HEAD,
 HX2856'GO WESTERLY ON 15 FOR 5.6 MILES TO THE SMALL SETTLEMENT OF
 HX2856'MONTERVILLE IN VALLEY HEAD, GO
 HX2856'WESTERLY ON 15 FOR 5.6 MILES TO THE SMALL SETTLEMENT OF MONTERVILLE
 HX2856'AND TURN RIGHT ONTO THE PICKENS ROAD,
 HX2856'THENCE NORTHERLY ON THE MAIN-GRADED ROAD 7.6
 HX2856'MILES TO A T INTERSECTION (THE ROAD TO THE LEFT WHICH IS
 HX2856'THE STEM OF THE T IS THE ROAD TO PARTING SPRINGS
 HX2856'LOOKOUT TOWER).  CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD 0.8 MILE TO
 HX2856'THE AZIMUTH MARK ON THE LEFT, THENCE CONTINUE 0.3 MILE
 HX2856'TO A HOUSE ON THE RIGHT.  HERE LEAVE ROAD AND GO 1 FOOT ON DIM WOODS
 HX2856'ROAD SOUTHERLY ABOUT A MILE TO THE TOP OF THE HILL
 HX2856'AND THE STATION.
 HX2856
 HX2856                          STATION RECOVERY (1944)
 HX2856
 HX2856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 HX2856'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 HX2856'CONDITION.  NO
 HX2856'MEASUREMENTS NOR OBSERVATIONS WERE MADE.
 HX2856
 HX2856                          STATION RECOVERY (1956)
 HX2856
 HX2856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX2856'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 HX2856'CONDITION.  THE DISTANCE AND
 HX2856'DIRECTIONS TO THE REFERENCE MARKS WERE CHECKED.  THE AZIMUTH MARK WAS
 HX2856'NOT TAKEN DUE TO THE LARGE
 HX2856'AMOUNT OF CLEARING.  THE STATION WAS IMPOSSIBLE TO BUILD
 HX2856'OVER, THEREFORE R.M. 3 WAS SET AND OCCUPIED.
 HX2856'THE 1941 DESCRIPTION WAS ADEQUATE.
 HX2856'
 HX2856'1956 OBSERVATIONS TAKEN FROM A TRIPOD.
 HX2856
 HX2856                          STATION RECOVERY (1961)
 HX2856
 HX2856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2856'STATION WAS RECOVERED AS WAS DESCRIBED IN THE 1956 RECOVERY NOTE AND
 HX2856'ALL MARKS FOUND TO
 HX2856'BE IN GOOD CONDITION.
 HX2856'
 HX2856'OBSERVATIONS WERE NOT MADE FROM THE STATION MARK.  OBSERVATIONS WERE
 HX2856'MADE FROM WINKLER RM 3 1956.
 HX2856'
 HX2856'A MEASUREMENT CHECK WAS MADE TO THE REFERENCE MARKS.  THE DISTANCE TO
 HX2856'REFERENCE MARKS 1
 HX2856'AND 2 WERE FOUND TO BE CORRECT.  A LONGER DISTANCE OF
 HX2856'0.026 METERS WAS NOTED IN THE
 HX2856'DISTANCE TO REFERENCE MARK NUMBER 3 1956.
 HX2856'
 HX2856'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION MARK OR REFERENCE
 HX2856'MARK NUMBER 3 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0338 ***********************************************************************
 HX0338  DESIGNATION -  WINKLER AZ MK
 HX0338  PID         -  HX0338
 HX0338  STATE/COUNTY-  WV/RANDOLPH
 HX0338  USGS QUAD   -  SAMP (1995)
 HX0338
 HX0338                         *CURRENT SURVEY CONTROL
 HX0338  ___________________________________________________________________
 HX0338* NAD 83(1986)-  38 37 11.     (N)    080 10 04.     (W)     SCALED    
 HX0338* NAVD 88     -      1108.966  (meters)    3638.33   (feet)  ADJUSTED  
 HX0338  ___________________________________________________________________
 HX0338  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HX0338  DYNAMIC HT  -        1108.065 (meters)    3635.38  (feet)  COMP
 HX0338  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 HX0338
 HX0338  VERT ORDER  -  SECOND    CLASS 0
 HX0338
 HX0338.The horizontal coordinates were scaled from a topographic map and have
 HX0338.an estimated accuracy of +/- 6 seconds.
 HX0338
 HX0338.The orthometric height was determined by differential leveling
 HX0338.and adjusted by the National Geodetic Survey in June 1991..
 HX0338
 HX0338.The geoid height was determined by GEOID03.
 HX0338
 HX0338.The dynamic height is computed by dividing the NAVD 88
 HX0338.geopotential number by the normal gravity value computed on the
 HX0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0338.degrees latitude (g = 980.6199 gals.).
 HX0338
 HX0338.The modeled gravity was interpolated from observed gravity values.
 HX0338
 HX0338;                    North         East    Units  Estimated Accuracy
 HX0338;SPC WV S     -   180,100.      672,470.      MT  (+/- 180 meters Scaled)
 HX0338
 HX0338                          SUPERSEDED SURVEY CONTROL
 HX0338
 HX0338  NGVD 29 (??/??/92) 1109.075  (m)         3638.69   (f) ADJ UNCH    2 0
 HX0338
 HX0338.Superseded values are not recommended for survey control.
 HX0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0338.See file dsdata.txt to determine how the superseded data were derived.
 HX0338
 HX0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC724749(NAD 83)
 HX0338_MARKER: DZ = AZIMUTH MARK DISK
 HX0338_SETTING: 66 = SET IN ROCK OUTCROP
 HX0338_SP_SET: ROCK PROJECTION
 HX0338_STAMPING: WINKLER 1941
 HX0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0338+STABILITY: POSITION/ELEVATION WELL
 HX0338
 HX0338  HISTORY     - Date     Condition        Report By
 HX0338  HISTORY     - 1941     MONUMENTED       CGS
 HX0338  HISTORY     - 1962     GOOD             NGS
 HX0338
 HX0338                          STATION DESCRIPTION
 HX0338
 HX0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0338'4.3 MI SE FROM PICKENS.
 HX0338'ABOUT 0.7 MILE SOUTHEAST ALONG COUNTY ROAD 47 FROM THE POST OFFICE
 HX0338'AT PICKENS, THENCE ABOUT 3.6 MILES SOUTHEAST ALONG COUNTY ROAD
 HX0338'45, ON THE INSIDE OF THE SOUTH END OF A CURVE WITH THE TANGENTS
 HX0338'EXTENDING EAST AND SOUTH, SET ON TOP OF A ROCK THAT IS 4 FEET
 HX0338'LONG AND PROJECTS OUT OF THE TOP OF THE BANK, 38 FEET EAST OF THE
 HX0338'CENTER LINE OF THE ROAD, 71 FEET NORTHEAST OF AND ACROSS THE
 HX0338'ROAD FROM A TELEPHONE POLE, 1 1/2 FEET SOUTH OF THE NORTH END
 HX0338'OF THE ROCK, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2857 ***********************************************************************
 HX2857  DESIGNATION -  WINKLER RM 3
 HX2857  PID         -  HX2857
 HX2857  STATE/COUNTY-  WV/RANDOLPH
 HX2857  USGS QUAD   -  SAMP (1995)
 HX2857
 HX2857                         *CURRENT SURVEY CONTROL
 HX2857  ___________________________________________________________________
 HX2857* NAD 83(1995)-  38 36 37.73915(N)    080 10 40.63126(W)     ADJUSTED  
 HX2857* NAVD 88     -      1232.6    (meters)    4044.     (feet)  VERTCON   
 HX2857  ___________________________________________________________________
 HX2857  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 HX2857  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HX2857
 HX2857  HORZ ORDER  -  SECOND
 HX2857
 HX2857.The horizontal coordinates were established by classical geodetic methods
 HX2857.and adjusted by the National Geodetic Survey in April 1998..
 HX2857
 HX2857.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2857
 HX2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2857
 HX2857.The geoid height was determined by GEOID03.
 HX2857
 HX2857;                    North         East     Units Scale Factor Converg.
 HX2857;SPC WV S     -   179,065.996   671,595.465   MT  0.99995326   +0 30 29.5
 HX2857;UTM  17      - 4,273,873.326   571,571.660   MT  0.99966308   +0 30 46.8
 HX2857
 HX2857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2857!SPC WV S     -   0.99981145  x   0.99995326  =   0.99976472
 HX2857!UTM  17      -   0.99981145  x   0.99966308  =   0.99947460
 HX2857
 HX2857:                Primary Azimuth Mark                     Grid Az
 HX2857:SPC WV S     -  WINKLER AZ MK                            039 38 35.2
 HX2857:UTM  17      -  WINKLER AZ MK                            039 38 17.9
 HX2857
 HX2857|---------------------------------------------------------------------|
 HX2857| PID    Reference Object                     Distance      Geod. Az  |
 HX2857|                                                           dddmmss.s |
 HX2857| HX0338 WINKLER AZ MK                                      0400904.7 |
 HX2857| DC5008 WINKLER RM 1                         18.110 METERS 24210     |
 HX2857| HX2855 WINKLER USGS 1941                    22.485 METERS 28947     |
 HX2857| HX2856 WINKLER                              10.192 METERS 30101     |
 HX2857|---------------------------------------------------------------------|
 HX2857
 HX2857                          SUPERSEDED SURVEY CONTROL
 HX2857
 HX2857  NAD 83(1986)-  38 36 37.74454(N)    080 10 40.64306(W) AD(       ) 2
 HX2857  NAD 27      -  38 36 37.35170(N)    080 10 41.37780(W) AD(       ) 2
 HX2857  NGVD 29 (07/19/86) 1232.7    (m)         4044.     (f) VERT ANG       
 HX2857
 HX2857.Superseded values are not recommended for survey control.
 HX2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2857.See file dsdata.txt to determine how the superseded data were derived.
 HX2857
 HX2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7157273873(NAD 83)
 HX2857_MARKER: DS = TRIANGULATION STATION DISK
 HX2857_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HX2857_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HX2857
 HX2857  HISTORY     - Date     Condition        Report By
 HX2857  HISTORY     - 1956     MONUMENTED       CGS
 HX2857  HISTORY     - 1961     GOOD             CGS
 HX2857
 HX2857                          STATION DESCRIPTION
 HX2857
 HX2857'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 HX2857'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF THE VILLAGE OF
 HX2857'VALLEY HEAD, ABOUT 3 MILES
 HX2857'SOUTHEAST OF PICKENS AND ABOUT 2 MILES WEST-SOUTHWEST OF THE PARTING
 HX2857'SPRINGS LOOKOUT TOWER.  IT IS ON
 HX2857'THE HIGHEST PART OF A HILL WHICH HAS TWO ROCKY POINTS
 HX2857'ABOUT 1/4 MILE APART AND THE STATION IS ON THE
 HX2857'WESTERLY ONE OF THESE TWO POINTS.  IT IS
 HX2857'18 FEET WEST OF A TRIANGLE-BLAZED MAPLE TREE AND IS SET IN THE
 HX2857'CENTER OF A GROUP OF LARGE
 HX2857'BOULDERS.  THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED
 HX2857'WINKLER NO 3 1941.
 HX2857'
 HX2857'WINKLER 1941 IS 44 FEET WEST-NORTHWEST OF A TRIANGLE-BLAZED MAPLE
 HX2857'TREE AND IS IN THE SOUTHEAST
 HX2857'EDGE OF A LARGE FLAT BOULDER.  THE DISK IS STAMPED WINKLER 1941.
 HX2857'
 HX2857'REFERENCE MARK NO. 1 IS SET IN THE APPROXIMATE CENTER OF A LARGE FLAT
 HX2857'BOULDER AND THE DISK IS
 HX2857'STAMPED WINKLER NO 1 1941.
 HX2857'
 HX2857'WINKLER (USGS) (RM 2) IS SET IN A DRILL HOLE IN A LARGE BOULDER AND
 HX2857'IS 2 FEET SOUTHEAST OF A DROP OFF.  THE MARK IS A STANDARD
 HX2857'U.S. GEOLOGICAL SURVEY DISK AND IS STAMPED W. VA.
 HX2857'
 HX2857'AZIMUTH MARK IS 37 FEET EAST-SOUTHEAST OF APPROXIMATE CENTER LINE OF
 HX2857'ROAD AND 8 FEET WEST
 HX2857'NORTHWEST OF A RAIL FENCE.  THE MARK IS SET IN A FLAT BOULDER WHICH
 HX2857'IS FLUSH WITH THE SURFACE OF THE
 HX2857'GROUND AND THE DISK IS STAMPED WINKLER 1941.
 HX2857'
 HX2857'TO REACH FROM THE POST OFFICE IN HELVETIA, GO SOUTH ON BLACKTOP ROAD
 HX2857'FOR 4.15 TO POINT WHERE
 HX2857'BLACKTOP ROA D TURNS SHARP RIGHT AND SIGN PICKENS.  CONTINUE
 HX2857'STRAIGHT AHEAD ON GRAVEL ROAD FOR
 HX2857'2.95 MILE TO MR. D.A. WINKLERS HOUSE ON LEFT AND
 HX2857'BOARD GATE ON RIGHT.  (TO REACH AZIMUTH MARK
 HX2857'CONTINUE STRAIGHT AHAD FOR 0.35 MILE TO
 HX2857'MARK ON RIGHT) PASS THROUGH WOODEN GATE AND GO SOUTH AND WEST
 HX2857'ACROSS PASTURE TO A SMALL
 HX2857'STREAM, CROSS STREAM AND CONTINUE WESTERLY FOR 0.2 MILE TO POLE GATE,
 HX2857'PASS THROUGH GATE AND CROSS
 HX2857'OPEN FIELD FOR 0.15 MILE TO FENCE LINE.  PACK SOUTHWESTERLY
 HX2857'ON DIM TRAIL THROUGH WOODS TO TOP OF
 HX2857'RIGDE, THEN PACK WESTERLY FOR ABOUT 1/4 MILE TO
 HX2857'SECOND GROUP OF LARGE BOULDERS AND STATION AS
 HX2857'DESCRIBED.
 HX2857'
 HX2857'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 HX2857
 HX2857                          STATION RECOVERY (1961)
 HX2857
 HX2857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 HX2857'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS
 HX2857'FOUND TO BE IN GOOD CONDITION.
 HX2857'
 HX2857'A NEW DESCRIPTION OF HOW TO REACH THE STATION FOLLOWS.  STATION IS
 HX2857'REACHED FROM THE POST OFFICE IN PICKENS.  GO NORTHERLY ON
 HX2857'A SURFACED ROAD, TOWARD HELVETIA, FOR 0.8 MILE TO A POINT WHERE THE
 HX2857'SURFACED ROAD FOR 3.1 MILES TO A GATE ON
 HX2857'THE RIGHT HAND SIDE OF THE ROAD AND THE FARM HOME OF
 HX2857'MR. WINKLER ON THE LEFT.  (CONTINUE STRAIGHT
 HX2857'AHEAD, ON THE GRAVELED ROAD FOR 0.35 MILE TO THE
 HX2857'AZIMUTH MARK ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE
 HX2857'AND CONTINUE ON A TRACK ROAD,
 HX2857'THROUGH A PASTURE FOR 0.55 MILE TO AN OLD COAL MINE AND TIN BUILDING.
 HX2857'PACK UPHILL ON A WELL
 HX2857'CLEARED TRAIL THAT LEADS NORTHERLY FOR ABOUT 25 MINUTES TO A
 HX2857'LARGE ROCK OUTCROP, THENCE LEFT AND
 HX2857'FOLLOW ALONG THE RIDGE FOR ABOUT 20 MINUTES
 HX2857'TO THE HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2855 ***********************************************************************
 HX2855  DESIGNATION -  WINKLER USGS 1941
 HX2855  PID         -  HX2855
 HX2855  STATE/COUNTY-  WV/RANDOLPH
 HX2855  USGS QUAD   -  SAMP (1995)
 HX2855
 HX2855                         *CURRENT SURVEY CONTROL
 HX2855  ___________________________________________________________________
 HX2855* NAD 83(1995)-  38 36 37.98595(N)    080 10 41.50576(W)     ADJUSTED  
 HX2855* NAVD 88     -      1218.     (meters)    3996.     (feet)  SCALED    
 HX2855  ___________________________________________________________________
 HX2855  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 HX2855  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HX2855
 HX2855  HORZ ORDER  -  SECOND
 HX2855
 HX2855.The horizontal coordinates were established by classical geodetic methods
 HX2855.and adjusted by the National Geodetic Survey in April 1998..
 HX2855
 HX2855.The orthometric height was scaled from a topographic map.
 HX2855
 HX2855.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2855
 HX2855.The geoid height was determined by GEOID03.
 HX2855
 HX2855;                    North         East     Units Scale Factor Converg.
 HX2855;SPC WV S     -   179,073.418   671,574.242   MT  0.99995327   +0 30 28.9
 HX2855;UTM  17      - 4,273,880.744   571,550.442   MT  0.99966304   +0 30 46.2
 HX2855
 HX2855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2855!SPC WV S     -   0.99981376  x   0.99995327  =   0.99976704
 HX2855!UTM  17      -   0.99981376  x   0.99966304  =   0.99947686
 HX2855
 HX2855                          SUPERSEDED SURVEY CONTROL
 HX2855
 HX2855  NAD 83(1986)-  38 36 37.99150(N)    080 10 41.51809(W) AD(       ) 2
 HX2855  NAD 27      -  38 36 37.59860(N)    080 10 42.25290(W) AD(       ) 2
 HX2855
 HX2855.Superseded values are not recommended for survey control.
 HX2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2855.See file dsdata.txt to determine how the superseded data were derived.
 HX2855
 HX2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7155073881(NAD 83)
 HX2855_MARKER: DD = SURVEY DISK
 HX2855_SETTING: 80 = SET IN A BOULDER
 HX2855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2855+STABILITY: SURFACE MOTION
 HX2855
 HX2855  HISTORY     - Date     Condition        Report By
 HX2855  HISTORY     - 1941     MONUMENTED       USGS
 HX2855
 HX2855                          STATION DESCRIPTION
 HX2855
 HX2855'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 HX2855'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION WINKLER.
 HX2855'
 HX2855'THE STATION IS ABOUT 10 MILES NORTHWEST OF THE TOWN OF VALLEY HEAD ON
 HX2855'A HIGH WOODED HILL ABOUT
 HX2855'2 MILES WEST-SOUTHWEST OF PARTING SPRINGS LOOKOUT TOWER.  IT IS ABOUT
 HX2855'35 YARDS WEST OF THE HIGHEST POINT
 HX2855'WHICH IS A LARGE UPTHRUST BOULDER.  IT IS A STANDARD GEOLOGICAL
 HX2855'SURVEY DISK SET IN THE TOP OF A LARGE SANDSTONE
 HX2855'BOULDER.  IT IS 12.645 METERS OR 41.49
 HX2855'FEET WEST OF STATION WINKLER AND IS STAMPED W. VA.
 HX2855'
 HX2855'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY 219 AND STATE HIGHWAY
 HX2855'15 IN VALLEY HEAD, GO WESTERLY
 HX2855'ON 15 FOR 5.6 MILES TO THE SMALL SETTLEMENT OF MONTERVILLE AND TURN
 HX2855'RIGHT ONTO THE PICKENS ROAD, THENCE
 HX2855'NORTHERLY ON THE MAIN GRADED ROAD 7.6 MILES TO A T-INTERSECTION
 HX2855'(THE ROAD TO THE LEFT WHICH IS THE STEM OF THE T
 HX2855'IS THE ROAD TO PARTING SPRINGS LOOKOUT
 HX2855'TOWER).  CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD 1.1 MILES TO A
 HX2855'HOUSE ON THE RIGHT.  HERE LEAVE
 HX2855'THE MAIN ROAD AND GO AFOOT ON A DIM WOODS ROAD ABOUT A MILE TO THE
 HX2855'TOP OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2290 ***********************************************************************
 HY2290  DESIGNATION -  WOLF
 HY2290  PID         -  HY2290
 HY2290  STATE/COUNTY-  WV/WAYNE
 HY2290  USGS QUAD   -  PRICHARD (1989)
 HY2290
 HY2290                         *CURRENT SURVEY CONTROL
 HY2290  ___________________________________________________________________
 HY2290* NAD 83(1995)-  38 10 20.69919(N)    082 31 19.60125(W)     ADJUSTED  
 HY2290* NAVD 88     -       339.6    (meters)    1114.     (feet)  VERTCON   
 HY2290  ___________________________________________________________________
 HY2290  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 HY2290  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 HY2290
 HY2290  HORZ ORDER  -  THIRD
 HY2290
 HY2290.The horizontal coordinates were established by classical geodetic methods
 HY2290.and adjusted by the National Geodetic Survey in April 1998..
 HY2290
 HY2290.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2290
 HY2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2290
 HY2290.The geoid height was determined by GEOID03.
 HY2290
 HY2290;                    North         East     Units Scale Factor Converg.
 HY2290;SPC WV S     -   131,219.672   466,638.723   MT  0.99992570   -0 56 27.5
 HY2290;SPC KY1Z     - 1,208,997.951 1,782,768.809   MT  0.99991825   +1 58 54.5
 HY2290;SPC KY1Z     - 3,966,520.78  5,848,967.33   sFT  0.99991825   +1 58 54.5
 HY2290;SPC KY N     -    76,055.992   651,396.063   MT  0.99997525   +1 04 29.5
 HY2290;SPC KY N     -   249,527.03  2,137,121.92   sFT  0.99997525   +1 04 29.5
 HY2290;UTM  17      - 4,226,039.928   366,672.428   MT  0.99981893   -0 56 27.1
 HY2290
 HY2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2290!SPC WV S     -   0.99995187  x   0.99992570  =   0.99987757
 HY2290!SPC KY1Z     -   0.99995187  x   0.99991825  =   0.99987012
 HY2290!SPC KY N     -   0.99995187  x   0.99997525  =   0.99992712
 HY2290!UTM  17      -   0.99995187  x   0.99981893  =   0.99977081
 HY2290
 HY2290|---------------------------------------------------------------------|
 HY2290| PID    Reference Object                     Distance      Geod. Az  |
 HY2290|                                                           dddmmss.s |
 HY2290| DC3667 WOLF RM 1                            14.438 METERS 15450     |
 HY2290| DC3668 WOLF RM 2                            18.362 METERS 27658     |
 HY2290| DC3666 WOLF AZ MK                                         2995337.9 |
 HY2290|---------------------------------------------------------------------|
 HY2290
 HY2290                          SUPERSEDED SURVEY CONTROL
 HY2290
 HY2290  NAD 83(1995)-  38 10 20.70020(N)    082 31 19.60210(W) AD(       ) 3
 HY2290  NAD 83(1986)-  38 10 20.70603(N)    082 31 19.60515(W) AD(       ) 3
 HY2290  NAD 27      -  38 10 20.39750(N)    082 31 20.05280(W) AD(       ) 3
 HY2290  NGVD 29 (07/19/86)  339.8    (m)         1115.     (f) VERT ANG       
 HY2290
 HY2290.Superseded values are not recommended for survey control.
 HY2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2290.See file dsdata.txt to determine how the superseded data were derived.
 HY2290
 HY2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC6667226040(NAD 83)
 HY2290_MARKER: DS = TRIANGULATION STATION DISK
 HY2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2290
 HY2290  HISTORY     - Date     Condition        Report By
 HY2290  HISTORY     - 1957     MONUMENTED       CGS
 HY2290
 HY2290                          STATION DESCRIPTION
 HY2290
 HY2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HY2290'STATION IS APPROXIMATELY 5 MILES SOUTHWEST OF WAYNE, 3 MILES
 HY2290'NORTHEAST OF CARREL, NEAR THE HEAD OF WOLF CREEK AND ON THE HIGHEST
 HY2290'POINT OF A HILL OWNED BY MR. OTT THOMPSON.
 HY2290'
 HY2290'TO REACH FROM THE COURTHOUSE IN WAYNE, GO SOUTH ON U.S. HIGHWAY 52
 HY2290'FOR 5.2 MILES TO THE JUNCTION OF STATE HIGHWAY 37, TURN RIGHT ON
 HY2290'STATE HIGHWAY 37 AND GO 0.9 MILE TO A SIDE ROAD ON THE RIGHT AT A
 HY2290'CONCRETE BRIDGE, TURN RIGHT AND GO 0.4 MILE TO A FORK, KEEP LEFT
 HY2290'FORK AND GO 1.0 MILE TO A FORK, KEEP LEFT FORK AND GO 0.9 MILE TO
 HY2290'A FORK AT THE TOP OF HILL, TAKE LEFT FORK, PASS THROUGH GATE AND
 HY2290'GO SOUTH UP HILL ON FIELD ROAD FOR 0.1 MILE TO A WIRE GATE AND THE
 HY2290'AZIMUTH MARK AS DESCRIBED.  PASS THROUGH GATE AND GO SOUTH AND THEN
 HY2290'EAST THROUGH FIELD FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH GATE AND
 HY2290'GO EASTERLY FOR 0.15 MILE TO A WIRE GATE, PASS THROUGH GATE AND
 HY2290'CONTINUE EASTERLY ON RIDGE FOR 0.05 MILE TO A FENCE LINE, CROSS
 HY2290'FENCE AND GO EASTERLY UP RIDGE FOR APPROXIMATELY 0.1 MILE TO THE
 HY2290'TOP OF HILL AND THE STATION.  (NEED 4 WHEEL DRIVE IN WET WEATHER)
 HY2290'
 HY2290'STATION MARKS ARE STANDARD DISKS STAMPED WOLF 1957.  THE SURFACE DISK
 HY2290'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 25
 HY2290'FEET NORTH OF A 6 INCH LOCUST TREE WITH A TRIANGLE BLAZE ON THE
 HY2290'NORTH SIDE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HY2290'CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 HY2290'
 HY2290'REFERENCE MARK NO.1, A STANDARD DISK STAMPED WOLF NO 1 1957, IS SET
 HY2290'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 HY2290'APPROXIMATELY 5 FEET LOWER IN ELEVATION THAN THE STATION.
 HY2290'
 HY2290'REFERENCE MARK NO.2, A STANDARD DISK STAMPED WOLF NO 2 1957, IS SET
 HY2290'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 10 FEET
 HY2290'SOUTH OF THE CENTER OF A DIM TRACK ROAD AND APPROXIMATELY 5 FEET
 HY2290'LOWER IN ELEVATION THAN THE STATION MARK.
 HY2290'
 HY2290'AZIMUTH MARK, A STANDARD DISK STAMPED WOLF 1957, IS SET IN A SQUARE
 HY2290'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 75 FEET EAST OF A 4
 HY2290'FOOT TREE, 34.5 FEET WEST OF THE CENTER OF A WIRE GATE AND 2 FEET
 HY2290'SOUTH OF A FENCE LINE.  A STANDARD WITNESS POST WAS SET 1.5 FEET
 HY2290'NORTH OF THE MARK.
 HY2290'
 HY2290'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3348 ***********************************************************************
 GX3348  DESIGNATION -  WOLF
 GX3348  PID         -  GX3348
 GX3348  STATE/COUNTY-  WV/SUMMERS
 GX3348  USGS QUAD   -  FOREST HILL (1976)
 GX3348
 GX3348                         *CURRENT SURVEY CONTROL
 GX3348  ___________________________________________________________________
 GX3348* NAD 83(1995)-  37 34 02.90812(N)    080 51 07.75532(W)     ADJUSTED  
 GX3348* NAVD 88     -       875.     (meters)    2871.     (feet)  SCALED    
 GX3348  ___________________________________________________________________
 GX3348  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 GX3348  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX3348
 GX3348  HORZ ORDER  -  SECOND
 GX3348
 GX3348.The horizontal coordinates were established by classical geodetic methods
 GX3348.and adjusted by the National Geodetic Survey in April 1998..
 GX3348
 GX3348.The orthometric height was scaled from a topographic map.
 GX3348
 GX3348.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3348
 GX3348.The geoid height was determined by GEOID03.
 GX3348
 GX3348;                    North         East     Units Scale Factor Converg.
 GX3348;SPC WV S     -    62,993.711   613,061.329   MT  0.99998325   +0 05 29.0
 GX3348;UTM  17      - 4,157,837.452   513,056.332   MT  0.99960210   +0 05 24.5
 GX3348
 GX3348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3348!SPC WV S     -   0.99986765  x   0.99998325  =   0.99985090
 GX3348!UTM  17      -   0.99986765  x   0.99960210  =   0.99946980
 GX3348
 GX3348|---------------------------------------------------------------------|
 GX3348| PID    Reference Object                     Distance      Geod. Az  |
 GX3348|                                                           dddmmss.s |
 GX3348| GX3347 WOLF USGS 1952                       78.780 METERS 03604     |
 GX3348| DC5017 WOLF AZ MK                                         0841644.3 |
 GX3348| DC5018 WOLF RM 1                            21.468 METERS 19635     |
 GX3348| GX3368 HUFF KNOB RAD STA WJLS FM MAST      APPROX.23.3 KM 2760233.0 |
 GX3348| GX3367 HUFF KNOB LOOKOUT TOWER             APPROX.23.4 KM 2762046.3 |
 GX3348| DC5019 WOLF RM 2                            17.040 METERS 30646     |
 GX3348|---------------------------------------------------------------------|
 GX3348
 GX3348                          SUPERSEDED SURVEY CONTROL
 GX3348
 GX3348  NAD 83(1995)-  37 34 02.91422(N)    080 51 07.75841(W) AD(       ) 2
 GX3348  NAD 83(1986)-  37 34 02.91424(N)    080 51 07.75983(W) AD(       ) 2
 GX3348  NAD 27      -  37 34 02.47800(N)    080 51 08.45800(W) AD(       ) 2
 GX3348
 GX3348.Superseded values are not recommended for survey control.
 GX3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3348.See file dsdata.txt to determine how the superseded data were derived.
 GX3348
 GX3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB1305657837(NAD 83)
 GX3348_MARKER: DS = TRIANGULATION STATION DISK
 GX3348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3348
 GX3348  HISTORY     - Date     Condition        Report By
 GX3348  HISTORY     - 1952     MONUMENTED       CGS
 GX3348  HISTORY     - 1973     GOOD             USE
 GX3348  HISTORY     - 1977     GOOD             NGS
 GX3348
 GX3348                          STATION DESCRIPTION
 GX3348
 GX3348'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 GX3348'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF HINTON, 19 MILES
 GX3348'NORTHEAST OF PRINCETON, 3 MILES WEST OF FOREST HILL POST OFFICE AND
 GX3348'ON THE SUMMIT OF WOLF CREEK MOUNTAIN.  IT IS ABOUT 78 METERS SOUTH OF
 GX3348'WOLF (USGS) BM, 70 FEET NORTH OF A WITNESS POST, 65 FEET WEST OF
 GX3348'A FENCELINE, 46 FEET EAST OF A FENCELINE AND APPROX. 200 FEET SOUTH
 GX3348'OF AN EAST-WEST FENCELINE.  THE MARK IS 1 FOOT BELOW THE
 GX3348'SURFACE AND IS STAMPED WOLF 1952.
 GX3348'
 GX3348'REFERENCE MARK NO. 1 IS 73 FEET EAST OF A FENCELINE, 69 FEET WEST OF
 GX3348'A FENCELINE, 1 FOOT WEST OF A WITNESS POST AND AT STATION
 GX3348'ELEVATION.  THE MARK IS FLUSH AND IS STAMPED WOLF NO 1 1952.
 GX3348'
 GX3348'REFERENCE MARK NO. 2 IS 9 FT W OF A FENCELINE AND SET FLUSH IN A 4 X
 GX3348'6 X 6 FT. BOULDER.  THE MARK IS STAMPED WOLF NO 2 1952.
 GX3348'
 GX3348'THE AZIMUTH MARK IS 140 FEET WEST OF A 24 INCH OAK TREE, 18 FEET
 GX3348'NORTH OF CENTERLINE OF ROAD, 5 FEET WEST OF A WITNESS POST, 1 FOOT
 GX3348'SOUTH OF A FENCELINE.  THE MARK IS STAMPED WOLF 1952.
 GX3348'
 GX3348'WOLF (USGS) BM IS 22 FEET NORTH OF AN EAST-WEST FENCELINE, AND 3 FEET
 GX3348'EAST OF A 20 INCH OAK TREE WITH A TRIANGLE BLAZE.  THE MARK IS FLUSH
 GX3348'WITH THE SURFACE AND SET IN A DRILL HOLE IN AN 8 X 8 INCH SAND STONE
 GX3348'POST.  IT IS A BRONZE W.VA. DISK AND IS UNSTAMPED.
 GX3348'
 GX3348'TO REACH THE STATION FROM THE POST OFFICE IN FOREST HILL, 14.3 MILES
 GX3348'SOUTH OF HINTON, ON STATE ROUTE 20, TURN RIGHT ONTO BLACKTOP
 GX3348'ROAD AS PER SIGN SEMINOLE 4 AND GO 3.2 MILES TO THE AZIMUTH MARK ON
 GX3348'THE RIGHT, CONTINUE AHEAD FOR 0.8 MILE TO A Y-FORK AND END OF
 GX3348'BLACKTOP ROAD, GO RIGHT ON DIRT ROAD UP HILL FOR 0.7 MILE TO A
 GX3348'Y-FORK, KEEP RIGHT FORK FOR 0.7 MILE TO A FARM HOUSE ON SUMMIT OF
 GX3348'RIDGE, CONTINUE AHEAD DOWN GRADE, FOR 0.1 MILE TO A Y-FORK, TURN LEFT
 GX3348'ONTO TRACK ROAD, PASS THROUGH A GATE THENCE UP HILL FOR 0.6 MILE
 GX3348'PASSING THROUGH 3 MORE GATES, TO A HOUSE ON THE LEFT, TURN SHARP LEFT
 GX3348'IN FRONT OF HOUSE AND CONTINUE ON TRACK LANE FOR 0.3 MILE TO
 GX3348'SUMMIT OF HILL, JUST AFTER GOING THROUGH A FENCELINE ABOUT 180 FEET
 GX3348'SOUTH OF THE STATION SITE.
 GX3348'
 GX3348'THE STATION IS ON THE PROPERTY OF LEE THOMPSON.
 GX3348
 GX3348                          STATION RECOVERY (1973)
 GX3348
 GX3348'RECOVERY NOTE BY US ENGINEERS 1973 (LRM)
 GX3348'RM NO.1 DISTURBED.
 GX3348'
 GX3348'RM NO.2 RECOVERED IN GOOD CONDITION.
 GX3348'
 GX3348'WOLF RECOVERED IN GOOD CONDITON.
 GX3348'
 GX3348'RM NO 1 HAD BEEN DRAGGED DOWN THE HILL BY THE PROPERTY OWNER CLEARING
 GX3348'THE HILLTOP.
 GX3348'
 GX3348'THE AZIMUTH MARK HAD ALSO BEEN DISTURBED SLIGHTLY BY THE OWNER
 GX3348'WORKING ON HIS ROAD.
 GX3348'
 GX3348'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTH OF HINTON.
 GX3348
 GX3348                          STATION RECOVERY (1977)
 GX3348
 GX3348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GX3348'THE STATION MARK 2, THE AZIMUTH MARK AND WOLF (USGS) WERE RECOVERED
 GX3348'AND FOUND IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.  REFERENCE MARK
 GX3348'1 WAS DESTROYED BY FARM OPERATIONS.  SINCE THERE ARE STILL TWO
 GX3348'REFERENCE POINTS AT THE STATION, NO NEW REFERENCE MARK WAS SET AT
 GX3348'THIS DATE.
 GX3348'
 GX3348'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 GX3348'FOREST HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2954 ***********************************************************************
 HX2954  DESIGNATION -  WOLF
 HX2954  PID         -  HX2954
 HX2954  STATE/COUNTY-  WV/CALHOUN
 HX2954  USGS QUAD   -  GRANTSVILLE (1966)
 HX2954
 HX2954                         *CURRENT SURVEY CONTROL
 HX2954  ___________________________________________________________________
 HX2954* NAD 83(1995)-  38 52 58.66526(N)    081 01 02.21112(W)     ADJUSTED  
 HX2954* NAVD 88     -       352.2    (meters)    1156.     (feet)  VERTCON   
 HX2954  ___________________________________________________________________
 HX2954  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 HX2954  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HX2954
 HX2954  HORZ ORDER  -  THIRD
 HX2954
 HX2954.The horizontal coordinates were established by classical geodetic methods
 HX2954.and adjusted by the National Geodetic Survey in April 1998..
 HX2954
 HX2954.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX2954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX2954
 HX2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX2954
 HX2954.The geoid height was determined by GEOID03.
 HX2954
 HX2954;                    North         East     Units Scale Factor Converg.
 HX2954;SPC WV S     -   208,995.985   598,500.558   MT  0.99999992   -0 00 38.5
 HX2954;UTM  17      - 4,303,789.086   498,501.157   MT  0.99960003   -0 00 39.1
 HX2954
 HX2954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX2954!SPC WV S     -   0.99994994  x   0.99999992  =   0.99994986
 HX2954!UTM  17      -   0.99994994  x   0.99960003  =   0.99954999
 HX2954
 HX2954|---------------------------------------------------------------------|
 HX2954| PID    Reference Object                     Distance      Geod. Az  |
 HX2954|                                                           dddmmss.s |
 HX2954| DC5020 WOLF RM 1                             8.480 METERS 03415     |
 HX2954| DC5021 WOLF RM 2                            10.421 METERS 23945     |
 HX2954| HX2953 KITE                                APPROX. 7.7 KM 3361209.0 |
 HX2954|---------------------------------------------------------------------|
 HX2954
 HX2954                          SUPERSEDED SURVEY CONTROL
 HX2954
 HX2954  NAD 83(1986)-  38 52 58.67102(N)    081 01 02.21921(W) AD(       ) 3
 HX2954  NAD 27      -  38 52 58.35710(N)    081 01 02.82820(W) AD(       ) 3
 HX2954  NGVD 29 (07/19/86)  352.4    (m)         1156.     (f) VERT ANG       
 HX2954
 HX2954.Superseded values are not recommended for survey control.
 HX2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2954.See file dsdata.txt to determine how the superseded data were derived.
 HX2954
 HX2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9850103789(NAD 83)
 HX2954_MARKER: DS = TRIANGULATION STATION DISK
 HX2954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2954_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HX2954
 HX2954  HISTORY     - Date     Condition        Report By
 HX2954  HISTORY     - 1956     MONUMENTED       CGS
 HX2954
 HX2954                          STATION DESCRIPTION
 HX2954
 HX2954'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 HX2954'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF MILLSTONE, 5 MILES
 HX2954'SOUTHEAST OF GRANTSVILLE AND 3 MILES
 HX2954'NORTH NORTHWEST OF STUMPTOWN ON THE CREST OF A HIGH RIDGE IN AN OPEN
 HX2954'MEADOW.  STATION IS 19 FEET
 HX2954'NORTH OF THE NORTHWEST CORNER OF AN OLD LOG BARN AND 3 FEET
 HX2954'WEST OF FENCE.  THE MARK IS FLUSH WITH THE
 HX2954'GROUND AND THE DISK IS STAMPED WOLF 1956.
 HX2954'
 HX2954'REFERENCE MARK NO. 1 IS 1 FOOT NORTHWEST OF FENCE CORNER.  THE MARK
 HX2954'IS FLUSH WITH THE GROUND AND
 HX2954'THE DISK IS STAMPED WOLF NO 1 1956.
 HX2954'
 HX2954'REFERENCE MARK NO. 2 IS 23 FEET WEST OF THE NORTHWEST CORNER OF LOG
 HX2954'BARN.  THE MARK IS FLUSH WITH
 HX2954'THE GROUND AND THE DISK IS STAMPED WOLF NO 2 1956.
 HX2954'
 HX2954'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND 119 AND
 HX2954'STATE ROUTE 16 IN MILLSTONE GO
 HX2954'EAST ON U.S. HIGHWAY 33 AND 119 FOR 7.75 MILES TO A T ROAD LEFT.
 HX2954'TURN LEFT AND GO NORTH ON BLACK TOP
 HX2954'ROAD FOR 1.6 MILES TO A FORKS.  TAKE RIGHT FORK ON DIRT ROAD
 HX2954'FOR 1.7 MILES TO A FORKS AND SCHOOLHOUSE ON
 HX2954'THE RIGHT.  PACK NORTHWEST UP PATH FOR ABOUT
 HX2954'150 YARDS TO BARN AND STATION AS DESCRIBED.
 HX2954'
 HX2954'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 HX2954'
 HX2954'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1930 ***********************************************************************
 JX1930  DESIGNATION -  WOLF SUMMIT RAD STA KQG 37 TWR
 JX1930  PID         -  JX1930
 JX1930  STATE/COUNTY-  WV/HARRISON
 JX1930  USGS QUAD   -  WOLF SUMMIT (1976)
 JX1930
 JX1930                         *CURRENT SURVEY CONTROL
 JX1930  ___________________________________________________________________
 JX1930* NAD 83(1995)-  39 16 42.96023(N)    080 26 46.66900(W)     ADJUSTED  
 JX1930* NAVD 88     -                                                        
 JX1930  ___________________________________________________________________
 JX1930  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 JX1930  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JX1930
 JX1930  HORZ ORDER  -  THIRD
 JX1930
 JX1930.The horizontal coordinates were established by classical geodetic methods
 JX1930.and adjusted by the National Geodetic Survey in April 1998..
 JX1930
 JX1930
 JX1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1930
 JX1930.The geoid height was determined by GEOID03.
 JX1930
 JX1930;                    North         East     Units Scale Factor Converg.
 JX1930;SPC WV N     -    86,867.660   518,352.997   MT  0.99995901   -0 36 12.7
 JX1930;UTM  17      - 4,347,839.970   547,757.674   MT  0.99962808   +0 21 02.0
 JX1930
 JX1930                          SUPERSEDED SURVEY CONTROL
 JX1930
 JX1930  NAD 83(1986)-  39 16 42.96412(N)    080 26 46.67831(W) AD(       ) 4
 JX1930  NAD 27      -  39 16 42.64300(N)    080 26 47.34500(W) AD(       ) 3
 JX1930
 JX1930.Superseded values are not recommended for survey control.
 JX1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1930.See file dsdata.txt to determine how the superseded data were derived.
 JX1930
 JX1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND4775847840(NAD 83)
 JX1930_MARKER: 43 = RADIO/TV TOWER
 JX1930
 JX1930  HISTORY     - Date     Condition        Report By
 JX1930  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX1930
 JX1930                          STATION DESCRIPTION
 JX1930
 JX1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1930'THE STATION IS THE CENTER OF A FLASHING RED LIGHT NEAR THE
 JX1930'CENTER AT THE TOP.
 JX1930'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED IN ALTERNATE SECTIONS
 JX1930'OF INTERNATIONAL ORANGE AND WHITE,
 JX1930'WITH 4 REFLECTOR CONES ON TOP.  THE TOWER IS APPROXIMATELY
 JX1930'40 FEET ACROSS THE BASE AND THE OVERALL HEIGHT IS 257
 JX1930'1/2 FEET.  IT IS LOCATED
 JX1930'ABOUT 5 MILES WEST OF CLARKSBURG ON A WOODED HILL AND IS OWNED AND
 JX1930'OPERATED BY THE WESTENN
 JX1930'ELECTRIC AMERICAN TELEPHONE AND TELEGRAPH COMPANY.
 JX1930'
 JX1930'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 19, 20, AND US HIGHWAY
 JX1930'50 IN CLARKSBURG, GO WEST ON
 JX1930'HIGHWAY 50 FOR 4.8 MILES TO A SIDE ROAD RIGHT LEADING UPHILL.  TURN
 JX1930'RIGHT AND GO UPHILL FOR 0.2 MILE TO TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3347 ***********************************************************************
 GX3347  DESIGNATION -  WOLF USGS 1952
 GX3347  PID         -  GX3347
 GX3347  STATE/COUNTY-  WV/SUMMERS
 GX3347  USGS QUAD   -  FOREST HILL (1976)
 GX3347
 GX3347                         *CURRENT SURVEY CONTROL
 GX3347  ___________________________________________________________________
 GX3347* NAD 83(1995)-  37 34 04.97379(N)    080 51 05.86565(W)     ADJUSTED  
 GX3347* NAVD 88     -       872.     (meters)    2861.     (feet)  SCALED    
 GX3347  ___________________________________________________________________
 GX3347  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 GX3347  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX3347
 GX3347  HORZ ORDER  -  SECOND
 GX3347
 GX3347.The horizontal coordinates were established by classical geodetic methods
 GX3347.and adjusted by the National Geodetic Survey in April 1998..
 GX3347
 GX3347.The orthometric height was scaled from a topographic map.
 GX3347
 GX3347.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3347
 GX3347.The geoid height was determined by GEOID03.
 GX3347
 GX3347;                    North         East     Units Scale Factor Converg.
 GX3347;SPC WV S     -    63,057.469   613,107.599   MT  0.99998315   +0 05 30.2
 GX3347;UTM  17      - 4,157,901.184   513,102.586   MT  0.99960211   +0 05 25.7
 GX3347
 GX3347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3347!SPC WV S     -   0.99986812  x   0.99998315  =   0.99985127
 GX3347!UTM  17      -   0.99986812  x   0.99960211  =   0.99947028
 GX3347
 GX3347                          SUPERSEDED SURVEY CONTROL
 GX3347
 GX3347  NAD 83(1995)-  37 34 04.97989(N)    080 51 05.86875(W) AD(       ) 2
 GX3347  NAD 83(1986)-  37 34 04.97990(N)    080 51 05.87018(W) AD(       ) 2
 GX3347  NAD 27      -  37 34 04.54400(N)    080 51 06.56800(W) AD(       ) 2
 GX3347
 GX3347.Superseded values are not recommended for survey control.
 GX3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3347.See file dsdata.txt to determine how the superseded data were derived.
 GX3347
 GX3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB1310357901(NAD 83)
 GX3347_MARKER: DD = SURVEY DISK
 GX3347_SETTING: 0 = UNSPECIFIED SETTING
 GX3347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX3347
 GX3347  HISTORY     - Date     Condition        Report By
 GX3347  HISTORY     - 1952     MONUMENTED       USGS
 GX3347
 GX3347                          STATION DESCRIPTION
 GX3347
 GX3347'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LFW)
 GX3347'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF HINTON, 19 MILES
 GX3347'NORTHEAST OF PRINCETON, 3 MILES WEST OF FOREST HILL POST OFFICE AND
 GX3347'ON THE SUMMIT OF WOLF CREEK MOUNTAIN.
 GX3347'
 GX3347'TO REACH STATION WOLF FROM THE POST OFFICE IN FOREST HILL, 14.3 MILES
 GX3347'SOUTH OF HINTON, ON STATE ROUTE 20, TURN RIGHT ONTO BLACKTOP
 GX3347'ROAD AS PER SIGN SEMINOLE 4 AND GO 3.2 MILES TO THE AZIMUTH MARK ON
 GX3347'THE RIGHT, CONTINUE AHEAD FOR 0.8 MILE TO A Y-FORK AND END OF
 GX3347'BLACKTOP ROAD, GO RIGHT ON DIRT ROAD UP HILL FOR 0.7 MILE TO A
 GX3347'Y-FORK, KEEP RIGHT FORK FOR 0.7 MILE TO A FARM HOUSE ON SUMMIT OF
 GX3347'RIDGE, CONTINUE AHEAD DOWN GRADE, FOR 0.1 MILE TO A Y-FORK, TURN LEFT
 GX3347'ONTO TRACK ROAD, PASS THROUGH A GATE THENCE UP HILL FOR 0.6 MILE
 GX3347'PASSING THROUGH 3 MORE GATES, TO A HOUSE ON THE LEFT, TURN SHARP LEFT
 GX3347'IN FRONT OF HOUSE AND CONTINUE ON TRACK LANE FOR 0.3 MILE TO
 GX3347'SUMMIT OF HILL, JUST AFTER GOING THROUGH A FENCELINE ABOUT 180 FEET
 GX3347'SOUTH OF STATION WOLF SITE.
 GX3347'
 GX3347'IT IS 22 FEET NORTH OF EAST-WEST FENCELINE AND 3 FEET EAST OF A 20
 GX3347'INCH OAK TREE WITH A TRIANGLE BLAZE.  THE MARK IS FLUSH WITH THE
 GX3347'SURFACE AND SET IN A DRILL HOLE IN AN 8 X 8 INCH SANDSTONE POST.  THE
 GX3347'MARK IS A BRONZE WEST VIRGINIA DISK AND IS UNSTAMPED.
 GX3347'
 GX3347'THE DISTANCE FROM STATION WOLF IS 78.7794 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0614 ***********************************************************************
 HX0614  DESIGNATION -  WOLFPEN
 HX0614  PID         -  HX0614
 HX0614  STATE/COUNTY-  WV/POCAHONTAS
 HX0614  USGS QUAD   -  EDRAY (1995)
 HX0614
 HX0614                         *CURRENT SURVEY CONTROL
 HX0614  ___________________________________________________________________
 HX0614* NAD 83(1995)-  38 17 28.15506(N)    080 06 01.15483(W)     ADJUSTED  
 HX0614* NAVD 88     -       923.952  (meters)    3031.33   (feet)  ADJUSTED  
 HX0614  ___________________________________________________________________
 HX0614  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 HX0614  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX0614  DYNAMIC HT  -         923.183 (meters)    3028.81  (feet)  COMP
 HX0614  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 HX0614
 HX0614  HORZ ORDER  -  THIRD
 HX0614  VERT ORDER  -  FIRST     CLASS II
 HX0614
 HX0614.The horizontal coordinates were established by classical geodetic methods
 HX0614.and adjusted by the National Geodetic Survey in April 1998..
 HX0614
 HX0614.The orthometric height was determined by differential leveling
 HX0614.and adjusted by the National Geodetic Survey in June 1991..
 HX0614
 HX0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX0614
 HX0614.The geoid height was determined by GEOID03.
 HX0614
 HX0614.The dynamic height is computed by dividing the NAVD 88
 HX0614.geopotential number by the normal gravity value computed on the
 HX0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0614.degrees latitude (g = 980.6199 gals.).
 HX0614
 HX0614.The modeled gravity was interpolated from observed gravity values.
 HX0614
 HX0614;                    North         East     Units Scale Factor Converg.
 HX0614;SPC WV S     -   143,685.560   678,700.647   MT  0.99992741   +0 33 22.2
 HX0614;UTM  17      - 4,238,502.768   578,676.872   MT  0.99967623   +0 33 27.1
 HX0614
 HX0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX0614!SPC WV S     -   0.99985985  x   0.99992741  =   0.99978727
 HX0614!UTM  17      -   0.99985985  x   0.99967623  =   0.99953613
 HX0614
 HX0614|---------------------------------------------------------------------|
 HX0614| PID    Reference Object                     Distance      Geod. Az  |
 HX0614|                                                           dddmmss.s |
 HX0614| HX0616 WOLFPEN RM 1                          9.250 METERS 05910     |
 HX0614| HW3541 MARLIN                              APPROX.10.4 KM 1181508.9 |
 HX0614| HX0615 WOLFPEN RM 2                          7.033 METERS 16447     |
 HX0614| HX0611 WOLFPEN AZ MK                                      1713702.2 |
 HX0614|---------------------------------------------------------------------|
 HX0614
 HX0614                          SUPERSEDED SURVEY CONTROL
 HX0614
 HX0614  NAD 83(1986)-  38 17 28.15750(N)    080 06 01.16642(W) AD(       ) 3
 HX0614  NAD 27      -  38 17 27.72240(N)    080 06 01.92770(W) AD(       ) 3
 HX0614  NGVD 29 (??/??/92)  924.049  (m)         3031.65   (f) ADJ UNCH    1 2
 HX0614
 HX0614.Superseded values are not recommended for survey control.
 HX0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0614.See file dsdata.txt to determine how the superseded data were derived.
 HX0614
 HX0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC7867738503(NAD 83)
 HX0614_MARKER: DS = TRIANGULATION STATION DISK
 HX0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0614_STAMPING: WOLFPEN 1957
 HX0614_MARK LOGO: CGS   
 HX0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0614+STABILITY: SURFACE MOTION
 HX0614
 HX0614  HISTORY     - Date     Condition        Report By
 HX0614  HISTORY     - 1957     MONUMENTED       CGS
 HX0614  HISTORY     - 1962     GOOD             NGS
 HX0614  HISTORY     - 1981     GOOD             AME
 HX0614  HISTORY     - 1983     GOOD             NGS
 HX0614
 HX0614                          STATION DESCRIPTION
 HX0614
 HX0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HX0614'THE STATION IS APPROXIMATELY 4.7 MILES NORTH OF MARLINGTON, ON THE
 HX0614'EAST SIDE OF WOLFPEN RIDGE
 HX0614'AND ALONG U.S. HIGHWAY 219.
 HX0614'
 HX0614'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE HIGHWAY 39
 HX0614'IN MARLINGTON, GO NORTH ON
 HX0614'HIGHWAY 219 FOR 3.35 MILES TO A SIDE ROAD LEFT AT SIGN WOODROW 5,
 HX0614'CONTINUE NORTHERLY ON HIGHWAY 219
 HX0614'FOR 2.25 MILES TO AN OPENING IN GUARD RAIL FENCE ON RIGHT AND
 HX0614'STATION ON THE RIGHT.
 HX0614'
 HX0614'STATION MARKS ARE STANDARD DISKS STAMPED WOLFPEN 1957.  THE SURFACE
 HX0614'DISK IS SET IN A ROUND
 HX0614'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 37 FEET
 HX0614'SOUTHEAST OF THE CENTER LINE OF THE
 HX0614'HIGHWAY AND ABOUT 10 FEET LOWER THAN HIGHWAY, 30 FEET
 HX0614'EAST OF THE MOUTH OF A CULVERT, 4 FEET
 HX0614'SOUTHEAST OF FENCE LINE AND 13 FEET SOUTH-SOUTHWEST
 HX0614'OF A 12 INCH TREE WITH TRIANGULAR BLAZE.  A STANDARD
 HX0614'WITNESS POST WAS SET 3 FEET
 HX0614'NORTH-NORTHWEST OF THE STATION.  THE UNDERGROUND DISK IS SET IN AN
 HX0614'IRREGULAR MASS OF CONCRETE 36
 HX0614'INCHES BELOW THE SURFACE OF THE GROUND.
 HX0614'
 HX0614'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WOLFPEN NO 1 1957, IS
 HX0614'SET IN A ROUND CONCRETE
 HX0614'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 23 FEET EAST OF A
 HX0614'12 INCH TREE WITH TRIANGULAR BLAZE
 HX0614'AND 1 FOOT SOUTHEAST OF FENCE LINE.
 HX0614'
 HX0614'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WOLFPEN NO 2 1957, IS
 HX0614'SET IN A ROUND CONCRETE
 HX0614'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 44 FEET SOUTHEAST
 HX0614'OF THE MOUTH OF A CULVERT.
 HX0614'
 HX0614'AZIMUTH MARK IS A STANDARD DISK STAMPED WOLFPEN 1957, SET IN A SQUARE
 HX0614'CONCRETE POST WHICH
 HX0614'PROJECTS 4 INCHES.  IT IS 84 FEET NORTH-NORTHWEST OF THE WEST CORNER
 HX0614'OF A GRAVEL LOADING CHUTE AND 54
 HX0614'FEET WEST-SOUTHWEST OF THE CENTER LINE OF HIGHWAY.  A
 HX0614'STANDARD WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 HX0614'
 HX0614'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 219
 HX0614'FOR 1.6 MILES TO THE AZIMUTH
 HX0614'MARK ON THE RIGHT.
 HX0614'
 HX0614'HEIGHT OF LIGHT ABOVE STATION MARK - 1.51 METERS.
 HX0614
 HX0614                          STATION RECOVERY (1962)
 HX0614
 HX0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX0614'5.4 MI N FROM MARLINTON.
 HX0614'5.4 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST END
 HX0614'OF STATE HIGHWAY 39 BRIDGE OVER GREENBRIER RIVER AT MARLINTON,
 HX0614'ABOUT 297 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 HX0614'DRIVE TO A SMALL ROADSIDE PARK, ON TOP OF A SMALL FLAT BENCH ON
 HX0614'THE SOUTHEAST SIDE OF THE HIGHWAY AND WOLFPEN RIDGE OVERLOOKING A
 HX0614'WIDE VALLEY, 37 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HX0614'26 FEET EAST OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL
 HX0614'TO A 30-INCH PIPE CULVERT UNDER THE HIGHWAY, 14 FEET SOUTHWEST OF
 HX0614'A 18-INCH LOCUST TREE WITH A TRIANGULAR BLAZE, 4 1/2 FEET
 HX0614'SOUTH OF THE RIGHT OF WAY FENCE, 3 1/2 FEET SOUTH OF A WHITE
 HX0614'WOODEN WITNESS POST, 1 1/2 FEET NORTH OF A STEEL WITNESS POST,
 HX0614'ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 HX0614'OF A CONCRETE POST FLUSH WITH THE GROUND.
 HX0614
 HX0614                          STATION RECOVERY (1981)
 HX0614
 HX0614'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1981 (TJL)
 HX0614'WOLFPEN 1957 RECOVERED GOOD.
 HX0614'
 HX0614'AZIMUTH FOR STATION WAS ALSO FOUND.  GRAVEL LOADING CHUTE HAS BEEN
 HX0614'REMOVED.  A WHITE WOOD FENCE POST HAS BEEN SET NEAR AZIMUTH.
 HX0614'AZIMUTH MARK CANNOT BE SEEN FROM GROUND LEVEL AT STATION BECAUSE OF
 HX0614'TREES AT AZIMUTH MARK.  STATION STILL PROVIDES GOOD VIEW TO EAST
 HX0614'THRU SOUTHWEST.
 HX0614
 HX0614                          STATION RECOVERY (1983)
 HX0614
 HX0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0611 ***********************************************************************
 HX0611  DESIGNATION -  WOLFPEN AZ MK
 HX0611  PID         -  HX0611
 HX0611  STATE/COUNTY-  WV/POCAHONTAS
 HX0611  USGS QUAD   -  EDRAY (1995)
 HX0611
 HX0611                         *CURRENT SURVEY CONTROL
 HX0611  ___________________________________________________________________
 HX0611* NAD 83(1986)-  38 16 28.     (N)    080 05 50.     (W)     SCALED    
 HX0611* NAVD 88     -       798.293  (meters)    2619.07   (feet)  ADJUSTED  
 HX0611  ___________________________________________________________________
 HX0611  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HX0611  DYNAMIC HT  -         797.649 (meters)    2616.95  (feet)  COMP
 HX0611  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 HX0611
 HX0611  VERT ORDER  -  FIRST     CLASS II
 HX0611
 HX0611.The horizontal coordinates were scaled from a topographic map and have
 HX0611.an estimated accuracy of +/- 6 seconds.
 HX0611
 HX0611.The orthometric height was determined by differential leveling
 HX0611.and adjusted by the National Geodetic Survey in June 1991..
 HX0611
 HX0611.The geoid height was determined by GEOID03.
 HX0611
 HX0611.The dynamic height is computed by dividing the NAVD 88
 HX0611.geopotential number by the normal gravity value computed on the
 HX0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0611.degrees latitude (g = 980.6199 gals.).
 HX0611
 HX0611.The modeled gravity was interpolated from observed gravity values.
 HX0611
 HX0611;                    North         East    Units  Estimated Accuracy
 HX0611;SPC WV S     -   141,830.      678,990.      MT  (+/- 180 meters Scaled)
 HX0611
 HX0611                          SUPERSEDED SURVEY CONTROL
 HX0611
 HX0611  NGVD 29 (??/??/92)  798.371  (m)         2619.32   (f) ADJ UNCH    1 2
 HX0611
 HX0611.Superseded values are not recommended for survey control.
 HX0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0611.See file dsdata.txt to determine how the superseded data were derived.
 HX0611
 HX0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC789366(NAD 83)
 HX0611_MARKER: DZ = AZIMUTH MARK DISK
 HX0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0611_STAMPING: WOLFPEN 1957
 HX0611_MARK LOGO: CGS   
 HX0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0611+STABILITY: SURFACE MOTION
 HX0611
 HX0611  HISTORY     - Date     Condition        Report By
 HX0611  HISTORY     - 1957     MONUMENTED       CGS
 HX0611  HISTORY     - 1962     GOOD             NGS
 HX0611  HISTORY     - 1983     GOOD             NGS
 HX0611
 HX0611                          STATION DESCRIPTION
 HX0611
 HX0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0611'3.8 MI N FROM MARLINTON.
 HX0611'3.75 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST END
 HX0611'OF THE STATE HIGHWAY BRIDGE OVER GREENBRIER RIVER AT MARLINTON,
 HX0611'AT AN OLD ABANDONED LOADING SHUTE AT THE WIDEST PART OF THE
 HX0611'HIGHWAY IN THE NEAR VICINITY, 54 1/2 FEET SOUTHWEST OF THE
 HX0611'CENTER LINE OF THE HIGHWAY, 20 1/2 FEET SOUTHWEST OF THE CENTER
 HX0611'LINE OF THE OLD RAMP FOR THE LOADING SHUTE, 16 1/2 FEET NORTHEAST
 HX0611'OF THE RIGHT OF WAY FENCE, 66 1/2 FEET NORTHWEST OF A 4-BY 3-FOOT
 HX0611'CONCRETE PILLAR PROJECTING 3 FEET, 1.2 FEET NORTH OF A WOODEN
 HX0611'WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 HX0611'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HX0611
 HX0611                          STATION RECOVERY (1983)
 HX0611
 HX0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0616 ***********************************************************************
 HX0616  DESIGNATION -  WOLFPEN RM 1
 HX0616  PID         -  HX0616
 HX0616  STATE/COUNTY-  WV/POCAHONTAS
 HX0616  USGS QUAD   -  EDRAY (1995)
 HX0616
 HX0616                         *CURRENT SURVEY CONTROL
 HX0616  ___________________________________________________________________
 HX0616* NAD 83(1986)-  38 17 28.     (N)    080 06 01.     (W)     SCALED    
 HX0616* NAVD 88     -       924.717  (meters)    3033.84   (feet)  POSTED    
 HX0616  ___________________________________________________________________
 HX0616  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX0616  DYNAMIC HT  -         923.950 (meters)    3031.33  (feet)  COMP
 HX0616  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 HX0616
 HX0616  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 HX0616
 HX0616.The horizontal coordinates were scaled from a topographic map and have
 HX0616.an estimated accuracy of +/- 6 seconds.
 HX0616
 HX0616.The orthometric height was determined by differential leveling
 HX0616.and adjusted by the National Geodetic Survey in 1992..
 HX0616.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 HX0616.rate greater than 8.0 mm/km.
 HX0616
 HX0616.The geoid height was determined by GEOID03.
 HX0616
 HX0616.The dynamic height is computed by dividing the NAVD 88
 HX0616.geopotential number by the normal gravity value computed on the
 HX0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0616.degrees latitude (g = 980.6199 gals.).
 HX0616
 HX0616.The modeled gravity was interpolated from observed gravity values.
 HX0616
 HX0616;                    North         East    Units  Estimated Accuracy
 HX0616;SPC WV S     -   143,680.      678,700.      MT  (+/- 180 meters Scaled)
 HX0616
 HX0616                          SUPERSEDED SURVEY CONTROL
 HX0616
 HX0616  NGVD 29 (??/??/92)  924.811  (m)         3034.15   (f) ADJ UNCH    2 0
 HX0616
 HX0616.Superseded values are not recommended for survey control.
 HX0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0616.See file dsdata.txt to determine how the superseded data were derived.
 HX0616
 HX0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC786384(NAD 83)
 HX0616_MARKER: DR = REFERENCE MARK DISK
 HX0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0616_STAMPING: WOLFPEN NO 1 1957
 HX0616_MARK LOGO: CGS   
 HX0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0616+STABILITY: SURFACE MOTION
 HX0616
 HX0616  HISTORY     - Date     Condition        Report By
 HX0616  HISTORY     - 1957     MONUMENTED       CGS
 HX0616  HISTORY     - 1962     GOOD             NGS
 HX0616  HISTORY     - 1983     GOOD             NGS
 HX0616
 HX0616                          STATION DESCRIPTION
 HX0616
 HX0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0616'5.4 MI N FROM MARLINTON.
 HX0616'5.4 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST
 HX0616'END OF STATE HIGHWAY 39 BRIDGE OVER GREENBRIER RIVER AT MARLINTON,
 HX0616'ABOUT 287 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 HX0616'DRIVE TO A SMALL ROADSIDE PARK, SET ON A SMALL FLAT BENCH ON
 HX0616'THE SOUTHEAST SIDE OF THE HIGHWAY AND WOLFPEN RIDGE OVER LOOKING
 HX0616'A LARGE WIDE VALLEY, 32 FEET SOUTH OF THE CENTER LINE OF THE
 HX0616'HIGHWAY, 53 1/2 FEET EAST OF THE EAST END OF THE SOUTH CONCRETE
 HX0616'HEAD WALL TO A 30-INCH PIPE CULVERT UNDER THE HIGHWAY, 23 FEET
 HX0616'EAST OF A 18-INCH LOCUST TREE WITH A TRIANGULAR BLAZE, 1 1/2 FEET
 HX0616'SOUTH OF THE RIGHT OF WAY FENCE, 30.3 FEET EAST OF WOLFPEN
 HX0616'STATION, 30.5 FEET EAST OF A STEEL WITNESS POST, SET IN THE
 HX0616'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HX0616
 HX0616                          STATION RECOVERY (1983)
 HX0616
 HX0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0616'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0615 ***********************************************************************
 HX0615  DESIGNATION -  WOLFPEN RM 2
 HX0615  PID         -  HX0615
 HX0615  STATE/COUNTY-  WV/POCAHONTAS
 HX0615  USGS QUAD   -  EDRAY (1995)
 HX0615
 HX0615                         *CURRENT SURVEY CONTROL
 HX0615  ___________________________________________________________________
 HX0615* NAD 83(1986)-  38 17 28.     (N)    080 06 01.     (W)     SCALED    
 HX0615* NAVD 88     -       923.036  (meters)    3028.33   (feet)  POSTED    
 HX0615  ___________________________________________________________________
 HX0615  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HX0615  DYNAMIC HT  -         922.270 (meters)    3025.81  (feet)  COMP
 HX0615  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 HX0615
 HX0615  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 HX0615
 HX0615.The horizontal coordinates were scaled from a topographic map and have
 HX0615.an estimated accuracy of +/- 6 seconds.
 HX0615
 HX0615.The orthometric height was determined by differential leveling
 HX0615.and adjusted by the National Geodetic Survey in 1992..
 HX0615.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 HX0615.rate greater than 8.0 mm/km.
 HX0615
 HX0615.The geoid height was determined by GEOID03.
 HX0615
 HX0615.The dynamic height is computed by dividing the NAVD 88
 HX0615.geopotential number by the normal gravity value computed on the
 HX0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0615.degrees latitude (g = 980.6199 gals.).
 HX0615
 HX0615.The modeled gravity was interpolated from observed gravity values.
 HX0615
 HX0615;                    North         East    Units  Estimated Accuracy
 HX0615;SPC WV S     -   143,680.      678,700.      MT  (+/- 180 meters Scaled)
 HX0615
 HX0615                          SUPERSEDED SURVEY CONTROL
 HX0615
 HX0615  NGVD 29 (??/??/92)  923.132  (m)         3028.64   (f) ADJ UNCH    2 0
 HX0615
 HX0615.Superseded values are not recommended for survey control.
 HX0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0615.See file dsdata.txt to determine how the superseded data were derived.
 HX0615
 HX0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC786384(NAD 83)
 HX0615_MARKER: DR = REFERENCE MARK DISK
 HX0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0615_STAMPING: WOLFPEN NO 2 1957
 HX0615_MARK LOGO: CGS   
 HX0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0615+STABILITY: SURFACE MOTION
 HX0615
 HX0615  HISTORY     - Date     Condition        Report By
 HX0615  HISTORY     - 1957     MONUMENTED       CGS
 HX0615  HISTORY     - 1962     GOOD             NGS
 HX0615  HISTORY     - 1983     GOOD             NGS
 HX0615
 HX0615                          STATION DESCRIPTION
 HX0615
 HX0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0615'5.4 MI N FROM MARLINTON.
 HX0615'5.4 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE NORTHWEST END OF
 HX0615'STATE HIGHWAY 39 BRIDGE OVER GREENBRIER RIVER AT MARLINTON, ABOUT
 HX0615'297 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION OF A DRIVE TO A
 HX0615'SMALL ROADSIDE PARK, SET ON A SMALL FLAT BENCH ON THE SOUTHEAST
 HX0615'SIDE OF THE HIGHWAY AND WOLFPEN RIDGE OVER LOOKING A WIDE
 HX0615'VALLEY, 60 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HX0615'41 FEET SOUTHEAST OF THE EAST END OF THE SOUTH CONCRETE HEAD
 HX0615'WALL TO A 30-INCH PIPE CULVERT UNDER THE HIGHWAY, 27 1/2 FEET
 HX0615'SOUTH OF THE RIGHT OF WAY FENCE LINE, 23.2 FEET SOUTH OF WOLFPEN
 HX0615'STATION, 21 1/2 FEET SOUTH OF A STEEL WITNESS POST, ABOUT 10
 HX0615'FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 HX0615'POST ABOUT FLUSH WITH THE GROUND.
 HX0615
 HX0615                          STATION RECOVERY (1983)
 HX0615
 HX0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0615'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX3106 ***********************************************************************
 HX3106  DESIGNATION -  WORKMAN
 HX3106  PID         -  HX3106
 HX3106  STATE/COUNTY-  WV/BOONE
 HX3106  USGS QUAD   -  MADISON (1976)
 HX3106
 HX3106                         *CURRENT SURVEY CONTROL
 HX3106  ___________________________________________________________________
 HX3106* NAD 83(1995)-  38 03 22.60438(N)    081 46 30.13977(W)     ADJUSTED  
 HX3106* NAVD 88     -       608.     (meters)    1995.     (feet)  SCALED    
 HX3106  ___________________________________________________________________
 HX3106  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 HX3106  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HX3106
 HX3106  HORZ ORDER  -  FIRST
 HX3106
 HX3106.The horizontal coordinates were established by classical geodetic methods
 HX3106.and adjusted by the National Geodetic Survey in April 1998..
 HX3106
 HX3106.The orthometric height was scaled from a topographic map.
 HX3106
 HX3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX3106
 HX3106.The geoid height was determined by GEOID03.
 HX3106
 HX3106;                    North         East     Units Scale Factor Converg.
 HX3106;SPC WV S     -   117,518.793   531,984.168   MT  0.99992817   -0 28 44.9
 HX3106;UTM  17      - 4,212,342.819   432,005.194   MT  0.99965694   -0 28 40.0
 HX3106
 HX3106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX3106!SPC WV S     -   0.99990970  x   0.99992817  =   0.99983787
 HX3106!UTM  17      -   0.99990970  x   0.99965694  =   0.99956667
 HX3106
 HX3106|---------------------------------------------------------------------|
 HX3106| PID    Reference Object                     Distance      Geod. Az  |
 HX3106|                                                           dddmmss.s |
 HX3106| DC5026 WORKMAN RM 1                          9.235 METERS 07616     |
 HX3106| DC5027 WORKMAN RM 2                         14.338 METERS 17120     |
 HX3106| DC5025 WORKMAN AZ MK 2                                    2745441.0 |
 HX3106|---------------------------------------------------------------------|
 HX3106
 HX3106                          SUPERSEDED SURVEY CONTROL
 HX3106
 HX3106  NAD 83(1995)-  38 03 22.61009(N)    081 46 30.14192(W) AD(       ) 1
 HX3106  NAD 83(1986)-  38 03 22.61239(N)    081 46 30.14595(W) AD(       ) 1
 HX3106  NAD 27      -  38 03 22.24500(N)    081 46 30.71100(W) AD(       ) 1
 HX3106
 HX3106.Superseded values are not recommended for survey control.
 HX3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX3106.See file dsdata.txt to determine how the superseded data were derived.
 HX3106
 HX3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC3200512343(NAD 83)
 HX3106_MARKER: DS = TRIANGULATION STATION DISK
 HX3106_SETTING: 80 = SET IN A BOULDER
 HX3106_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 HX3106
 HX3106  HISTORY     - Date     Condition        Report By
 HX3106  HISTORY     - 1933     MONUMENTED       CGS
 HX3106  HISTORY     - 1976     GOOD             NGS
 HX3106  HISTORY     - 1979     GOOD             NGS
 HX3106
 HX3106                          STATION DESCRIPTION
 HX3106
 HX3106'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 HX3106'STATION IS ON THE
 HX3106'SUMMIT OF WHAT IS
 HX3106'LOCALLY KNOWN AS WORKMANS KNOB, ABOUT 2 MILES SW
 HX3106'OF MADISON, W. VA.  IT IS ON THE
 HX3106'EASTERN EDGE OF THE SUMMIT, 19
 HX3106'FEET E OF A 24-INCH CHESTNUT OAK TREE, USED AS
 HX3106'OBSERVATION TOWER.
 HX3106'
 HX3106'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 HX3106'CONCRETE IN
 HX3106'DEPRESSIONS IN BOULDERS.
 HX3106'
 HX3106'REFERENCE MARK NO. 1 IS E FROM THE STATION, ABOUT 2 FEET LOWER
 HX3106'THAN STATION.
 HX3106'
 HX3106'REFERENCE MARK NO. 2 IS S FROM STATION ON THE DOWNWARD SLOPE.
 HX3106'
 HX3106'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS SSW FROM THE STATION ON
 HX3106'THE TOP OF LARGE
 HX3106'FLAT BOULDER ABOUT 1/4 MILE DISTANT, ALONG E SIDE
 HX3106'OF THE TRAIL.
 HX3106'
 HX3106'TO REACH FROM THE POST OFFICE IN MADISON, FOLLOW STATE HIGHWAY
 HX3106'2 W 0.4 MILE TO
 HX3106'CITY LIMITS, TURN LEFT ON COUNTY ROAD, FOLLOW
 HX3106'0.9 MILE, OR ABOUT 50 YARDS AFTER
 HX3106'CROSSING RAILROAD TRACKS (CHESAPEAKE
 HX3106'AND OHIO), TURN LEFT ON FARM ROAD, FOLLOW 1.3 MILES ALONG
 HX3106'WORKMANS BRANCH TO THE HOME OF H.C. CANTERBERRY, AND END OF TRUCK
 HX3106'TRAVEL.  TAKE
 HX3106'TRAIL TO THE RIGHT AND FOLLOW RIDGE IN A GENERAL SE
 HX3106'DIRECTION ABOUT 1-1/4 MILES TO THE STATION.
 HX3106'
 HX3106'THIS STATION WILL SEE TABLE ROCK, BALD KNOB, AND PIGEON FROM A
 HX3106'4-FOOT STAND.
 HX3106'
 HX3106'A 50-FOOT SIGNAL IS NECESSARY TO SEE PINE.
 HX3106'
 HX3106'NOTE- DISTANCES FROM TRUE STATION, ANGLES AT ECC. STATION.
 HX3106'HIGHT OF SIGNAL ABOVE STATION MARK - 1.50 METERS
 HX3106
 HX3106                          STATION RECOVERY (1976)
 HX3106
 HX3106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HX3106'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 HX3106'FOUND IN GOOD CONDITION, HOWEVER THE DISKS HAVE BEEN BATTERED.
 HX3106'A FAVORABLE CHECK WAS MADE IN DIRECTION TO REFERENCE MARK 1
 HX3106'AND A DIFFERENCE IN MEASUREMENT OF 0.027 METER LONGER WAS
 HX3106'RECORDED.  A DIFFERENCE OF 4 MINUTES LARGER IN DIRECTION AND
 HX3106'0.043 METER LONGER IN MEASUREMENT WAS RECORDED ON REFERENCE MARK
 HX3106'2.  THE AZIMUTH MARK WAS NOT FOUND.
 HX3106'
 HX3106'THE STATION IS LOCATED ON THE SUMMMIT OF A MOUNTAIN ABOUT 2
 HX3106'MILES SOUTHWEST OF MADISON.  PERMISSION TO BUILD THE STATION WAS
 HX3106'OBTAINED FROM MR. SERGEL WORKMAN JR., PHONE NUMBER (304) 768
 HX3106'4801 (BUSINESS PHONE).
 HX3106'
 HX3106'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 85 AND
 HX3106'17 IN MADISON, GO SOUTH ON HIGHWAY 85 FOR 1.5 MILES TO THE BOONE
 HX3106'MEMORIAL HOSPITAL ON THE LEFT.  TURN LEFT ON PAVED ROAD AND GO
 HX3106'EAST ON PAVED ROAD FOR 0.1 MILE TO A LOCKED GATE.  PASS THROUGH
 HX3106'GATE AND FOLLOW MAIN BLADED ROAD UP THE MOUNTAIN FOR 2.0
 HX3106'MILES TO THE SADDLE AND A REVERSE Y-FORK.  TURN SHARP LEFT, UP
 HX3106'STEEP GRADE, AND FOLLOW TRACK ROAD ALONG RIDGE OF THE MOUNTAIN
 HX3106'FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 HX3106'
 HX3106'STATION MARK IS A STANDARD DISK STAMPED---WORKMAN 1933---, SET
 HX3106'IN A BURIED SANDSTONE BOULDER, 12 BY 16 INCHES IN DIAMETER AND
 HX3106'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 18 FEET EAST
 HX3106'OF A 30-INCH OAK TREE AND ON THE HIGHEST PART OF THE MOUNTAIN.
 HX3106'
 HX3106'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---WORKMAN NO 1
 HX3106'1933---, CEMENTED IN A DRILL HOLE IN A BURIED BOULDER ABOUT 12
 HX3106'INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 HX3106'SURFACE.  IT IS ON THE HIGHEST PART OF THE HILL AND 12 FEET WEST
 HX3106'OF A 24-INCH OAK TREE.
 HX3106'
 HX3106'REFFERENCE MARK 2 IS A STANDARD DISK STAMPED---WORKMAN NO 2
 HX3106'1933---, CEMENTED IN A BURIED BOULDER ABOUT 14 INCHES IN DIAMETER
 HX3106'AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 10 FEET LOWER
 HX3106'
 HX3106'IN ELEVATION THAN THE STATION AND 46 FEET SOUTH OF THE 30-INCH
 HX3106'OAK TREE.
 HX3106'NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK.
 HX3106'NO MEASUREMENT BETWEEN MARKS DUE TO DIFFICULT TERRAIN.
 HX3106'HEIGHT OF LIGHT ABOVE THE MARK WAS 22.8 METERS
 HX3106
 HX3106                          STATION RECOVERY (1979)
 HX3106
 HX3106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 HX3106'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND
 HX3106'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT
 HX3106'FOUND.  IT IS BELIEVED DESTROYED BY ROAD CONSTRUCTION.  A NEW
 HX3106'AZIMUTH MARK NUMBER 2 WAS ESTABLISHED.  A DIFFERENCE IN DISTANCE
 HX3106'AND DIRECTION WERE NOTED TO THE REFERENCE MARKS.
 HX3106'
 HX3106'THE STATION IS LOCATED ON WORKMANS KNOB 15 MILES NE OF LOGAN, 2 MILES
 HX3106'SW OF MADISON AND ON THE EAST EDGE OF THE SUMMIT OF THE HILL.
 HX3106'
 HX3106'TO REACH THE STATION FROM THE BOONE COUNTY COURTHOUSE IN MADISON,
 HX3106'GO SE ON STATE HIGHWAY 85 FOR 0.25 MILE TO TO STATE HIGHWAY 17.  TURN
 HX3106'LEFT AND GO SOUTHERLY ON STATE HIGHWAY 85 FOR 1.65 MILES TO A SIDE
 HX3106'STREET LEFT AT THE BOONE MEMORIAL HOSPITAL.  TURN LEFT AND GO SE ON
 HX3106'PAVED STREET FOR 0.1 MILE TO A BLADED ROAD UP A VERY STEEP HILL.
 HX3106'CONTINUE STRAIGHT AHEAD UP THE HILL ON THE BLADED ROAD FOR 0.6 MILE A
 HX3106'DUBBLE SIDE ROAD RIGHT.  KEEP LEFT AT BOTH ROADS AND CONTINUE IN A
 HX3106'EASTERLY DIRECTION UP THE HILL FOR 0.1 MILE TO A SIDE ROAD RIGHT.
 HX3106'KEEP LEFT UPHILL ON THE BLADED ROAD FOR 1.6 MILE TO A T-INTERSECTION
 HX3106'IN A SADDLE.  TURN LEFT AND GO NORTHEAST ACROSS THE RIDGE ON A BLADED
 HX3106'ROAD FOR 0.25 MILE TO THE HIGHEST POINT AND THE STATION.
 HX3106'
 HX3106'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 HX3106'---WORKMAN 1933---SET INTO ROCK OUTCROP LOCATED 13.1 METERS (43
 HX3106'FEET) SW FROM A 36-INCH CHESTNUT TREE, 5.5 METERS (18 FEET) E FROM A
 HX3106'48-INCH CHESTNUT TREE, AND 1.04 METERS (3.4 FEET) N FROM A WITNESS
 HX3106'POST.
 HX3106'
 HX3106'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 HX3106'STAMPED---WORKMAN NO 1 1933---SET INTO ROCK OUTCROP LOCATED 14.9
 HX3106'METERS (49 FEET) NE FROM 48-INCH CHESTNUT TREE, 10.1 METERS (33 FEET)
 HX3106'NE FROM A WITNESS POST, 3.7 METERS (12 FEET) S FROM A 36-INCH
 HX3106'CHESTNUT TREE, AND 0.6 METER (2 FEET) LOWER THAN THE STATION.
 HX3106'
 HX3106'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 HX3106'STAMPED---WORKMAN NO 2 1933---SET INTO ROCK OUTCROP LOCATED 14.0
 HX3106'METERS (46 FEET) W FROM A 48-INCH CHESTNUT TREE, 13.4 METERS (44
 HX3106'FEET) SW FROM THE WITNESS POST, AND 0.9 METER (3 FEET) LOWER THAN THE
 HX3106'STATION.
 HX3106'
 HX3106'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 HX3106'STAMPED---WORKMAN 1933 AZ 2 1979---CEMENTED IN A DRILL HOLE IN A
 HX3106'CONCRETE LANDING.  IT IS LOCATED 16.8 METERS (55 FEET) N FROM THE
 HX3106'CENTER OF DOGWOOD DRIVE, 7.6 METERS (25 FEET) E FROM THE SW CORNER OF
 HX3106'MR. RAYBURNS HOME, 0.76 METER (2.5 FEET) S FROM THE S ENTRANCE, AND
 HX3106'0.76 METER (2.5 FEET) N FROM THE S EDGE OF THE CONCRETE LANDING.
 HX3106'
 HX3106'TO REACH THE AZIMUTH MARK FROM THE BOONE COUNTY COURTHOUSE IN
 HX3106'MADISON, GO SE ON STATE HIGHWAY 85 (MAIN STREET) FOR 0.25 MILE TO
 HX3106'STATE HIGHWAY 17.  KEEP STRAIGHT AHEAD ON STATE HIGHWAY 17 FOR 0.7
 HX3106'MILE TO WORKMAN DRIVE ON THE RIGHT.  TURN RIGHT AND GO N ON WORKMAN
 HX3106'DRIVE FOR 0.3 MILE TO DOGWOOD DRIVE.  TURN RIGHT AND GO E ON DOGWOOD
 HX3106'DRIVE FOR 0.05 MILE TO THE HOME OF MR. TOM RAYBURN ON THE LEFT AND
 HX3106'THE AZIMUTH MARK IN A CONCRETE LANDING AT THE FRONT ENTRANCE TO MR.
 HX3106'RAYBURNS HOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0848 ***********************************************************************
 JW0848  DESIGNATION -  X 1
 JW0848  PID         -  JW0848
 JW0848  STATE/COUNTY-  WV/BARBOUR
 JW0848  USGS QUAD   -  NESTORVILLE (1976)
 JW0848
 JW0848                         *CURRENT SURVEY CONTROL
 JW0848  ___________________________________________________________________
 JW0848* NAD 83(1986)-  39 13 05.     (N)    079 56 13.     (W)     SCALED    
 JW0848* NAVD 88     -       355.666  (meters)    1166.88   (feet)  ADJUSTED  
 JW0848  ___________________________________________________________________
 JW0848  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JW0848  DYNAMIC HT  -         355.433 (meters)    1166.12  (feet)  COMP
 JW0848  MODELED GRAV-     979,964.2   (mgal)                       NAVD 88
 JW0848
 JW0848  VERT ORDER  -  FIRST     CLASS II
 JW0848
 JW0848.The horizontal coordinates were scaled from a topographic map and have
 JW0848.an estimated accuracy of +/- 6 seconds.
 JW0848
 JW0848.The orthometric height was determined by differential leveling
 JW0848.and adjusted by the National Geodetic Survey in June 1991..
 JW0848
 JW0848.The geoid height was determined by GEOID03.
 JW0848
 JW0848.The dynamic height is computed by dividing the NAVD 88
 JW0848.geopotential number by the normal gravity value computed on the
 JW0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0848.degrees latitude (g = 980.6199 gals.).
 JW0848
 JW0848.The modeled gravity was interpolated from observed gravity values.
 JW0848
 JW0848;                    North         East    Units  Estimated Accuracy
 JW0848;SPC WV N     -    79,810.      562,270.      MT  (+/- 180 meters Scaled)
 JW0848
 JW0848                          SUPERSEDED SURVEY CONTROL
 JW0848
 JW0848  NGVD 29 (??/??/92)  355.850  (m)         1167.48   (f) ADJ UNCH    1 2
 JW0848
 JW0848.Superseded values are not recommended for survey control.
 JW0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0848.See file dsdata.txt to determine how the superseded data were derived.
 JW0848
 JW0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND917415(NAD 83)
 JW0848_MARKER: DB = BENCH MARK DISK
 JW0848_SETTING: 66 = SET IN ROCK OUTCROP
 JW0848_SP_SET: ROCK OUTCROP
 JW0848_STAMPING: X 1 1933
 JW0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0848+STABILITY: POSITION/ELEVATION WELL
 JW0848
 JW0848  HISTORY     - Date     Condition        Report By
 JW0848  HISTORY     - 1933     MONUMENTED       CGS
 JW0848  HISTORY     - 1935     GOOD             NGS
 JW0848
 JW0848                          STATION DESCRIPTION
 JW0848
 JW0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0848'13.5 MI S FROM GRAFTON.
 JW0848'IN BARBOUR COUNTY, ABOUT 13.5 MILES SOUTHEAST ALONG THE BALTIMORE
 JW0848'AND OHIO RAILROAD FROM THE STATION AT GRAFTON, TAYLOR COUNTY,
 JW0848'ABOUT 0.4 MILE NORTH OF MOATSVILLE, 10 FEET EAST OF THE CENTER
 JW0848'LINE OF THE TRACK, IN THE TOP OF A LARGE ROCK OUTCROP, AND 1 FOOT
 JW0848'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED X 1 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1505 ***********************************************************************
 HX1505  DESIGNATION -  X 10
 HX1505  PID         -  HX1505
 HX1505  STATE/COUNTY-  WV/BRAXTON
 HX1505  USGS QUAD   -  SUTTON (1976)
 HX1505
 HX1505                         *CURRENT SURVEY CONTROL
 HX1505  ___________________________________________________________________
 HX1505* NAD 83(1986)-  38 43 02.     (N)    080 39 23.     (W)     SCALED    
 HX1505* NAVD 88     -       346.452  (meters)    1136.65   (feet)  ADJUSTED  
 HX1505  ___________________________________________________________________
 HX1505  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HX1505  DYNAMIC HT  -         346.218 (meters)    1135.88  (feet)  COMP
 HX1505  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 HX1505
 HX1505  VERT ORDER  -  SECOND    CLASS 0
 HX1505
 HX1505.The horizontal coordinates were scaled from a topographic map and have
 HX1505.an estimated accuracy of +/- 6 seconds.
 HX1505
 HX1505.The orthometric height was determined by differential leveling
 HX1505.and adjusted by the National Geodetic Survey in June 1991..
 HX1505
 HX1505.The geoid height was determined by GEOID03.
 HX1505
 HX1505.The dynamic height is computed by dividing the NAVD 88
 HX1505.geopotential number by the normal gravity value computed on the
 HX1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1505.degrees latitude (g = 980.6199 gals.).
 HX1505
 HX1505.The modeled gravity was interpolated from observed gravity values.
 HX1505
 HX1505;                    North         East    Units  Estimated Accuracy
 HX1505;SPC WV S     -   190,650.      629,880.      MT  (+/- 180 meters Scaled)
 HX1505
 HX1505                          SUPERSEDED SURVEY CONTROL
 HX1505
 HX1505  NGVD 29 (??/??/92)  346.639  (m)         1137.26   (f) ADJ UNCH    2 0
 HX1505
 HX1505.Superseded values are not recommended for survey control.
 HX1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1505.See file dsdata.txt to determine how the superseded data were derived.
 HX1505
 HX1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC298854(NAD 83)
 HX1505_MARKER: DB = BENCH MARK DISK
 HX1505_SETTING: 80 = SET IN A BOULDER
 HX1505_SP_SET: BOULDER
 HX1505_STAMPING: X 10 1933
 HX1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1505+STABILITY: SURFACE MOTION
 HX1505
 HX1505  HISTORY     - Date     Condition        Report By
 HX1505  HISTORY     - 1933     MONUMENTED       CGS
 HX1505  HISTORY     - 1962     GOOD             NGS
 HX1505
 HX1505                          STATION DESCRIPTION
 HX1505
 HX1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1505'AT FLATWOODS.
 HX1505'AT FLATWOODS, 247 FEET NORTHEAST OF NORTHEAST CORNER OF THE
 HX1505'STATION, SET VERTICALLY IN WEST FACE OF A 4 FOOT LONG - BY - 2
 HX1505'FOOT HIGH EMBEDDED BOULDER, 146.5 FEET SOUTHEAST OF CENTER LINE
 HX1505'OF STATE HIGHWAY 19, 170 FEET NORTHEAST OF TELEPHONE POLE 140-1,
 HX1505'AND IS ABOUT 10 FEET ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1245 ***********************************************************************
 JX1245  DESIGNATION -  X 100
 JX1245  PID         -  JX1245
 JX1245  STATE/COUNTY-  WV/WOOD
 JX1245  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1245
 JX1245                         *CURRENT SURVEY CONTROL
 JX1245  ___________________________________________________________________
 JX1245* NAD 83(1986)-  39 10 30.     (N)    081 36 43.     (W)     SCALED    
 JX1245* NAVD 88     -       296.668  (meters)     973.32   (feet)  ADJUSTED  
 JX1245  ___________________________________________________________________
 JX1245  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX1245  DYNAMIC HT  -         296.483 (meters)     972.71  (feet)  COMP
 JX1245  MODELED GRAV-     979,995.6   (mgal)                       NAVD 88
 JX1245
 JX1245  VERT ORDER  -  SECOND    CLASS 0
 JX1245
 JX1245.The horizontal coordinates were scaled from a topographic map and have
 JX1245.an estimated accuracy of +/- 6 seconds.
 JX1245
 JX1245.The orthometric height was determined by differential leveling
 JX1245.and adjusted by the National Geodetic Survey in June 1991..
 JX1245
 JX1245.The geoid height was determined by GEOID03.
 JX1245
 JX1245.The dynamic height is computed by dividing the NAVD 88
 JX1245.geopotential number by the normal gravity value computed on the
 JX1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1245.degrees latitude (g = 980.6199 gals.).
 JX1245
 JX1245.The modeled gravity was interpolated from observed gravity values.
 JX1245
 JX1245;                    North         East    Units  Estimated Accuracy
 JX1245;SPC WV N     -    77,080.      417,520.      MT  (+/- 180 meters Scaled)
 JX1245
 JX1245                          SUPERSEDED SURVEY CONTROL
 JX1245
 JX1245  NGVD 29 (??/??/92)  296.847  (m)          973.91   (f) ADJ UNCH    2 0
 JX1245
 JX1245.Superseded values are not recommended for survey control.
 JX1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1245.See file dsdata.txt to determine how the superseded data were derived.
 JX1245
 JX1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD471363(NAD 83)
 JX1245_MARKER: DB = BENCH MARK DISK
 JX1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1245_STAMPING: X 100 1956
 JX1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1245+STABILITY: SURFACE MOTION
 JX1245
 JX1245  HISTORY     - Date     Condition        Report By
 JX1245  HISTORY     - 1956     MONUMENTED       CGS
 JX1245
 JX1245                          STATION DESCRIPTION
 JX1245
 JX1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1245'2.8 MI NE FROM WADEVILLE.
 JX1245'0.25 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER
 JX1245'NORTH FORK OF LEE CREEK AT WADEVILLE, THENCE ABOUT 2.05 MILES
 JX1245'NORTHEAST ALONG A DIRT ROAD, THENCE ABOUT 0.5 MILE NORTHEAST
 JX1245'ALONG A GRAVEL ROAD, ON THE OUTSIDE OF A CURVE IN GRAVEL ROAD
 JX1245'WITH TANGENTS EXTENDING EAST AND SOUTHWEST AND THE JUNCTION OF
 JX1245'DIRT ROADS LEADING NORTHEAST AND NORTHWEST, 77 FEET NORTH OF
 JX1245'CENTER LINE OF GRAVEL ROAD AT CENTER OF JUNCTION OF ROADS,
 JX1245'28 FEET NORTHEAST OF CENTER LINE OF ROAD NORTHWEST, 25 FEET NORTHWEST
 JX1245'OF CENTER LINE OF ROAD NORTHEAST, 5 1/2 FEET EAST-NORTHEAST OF A
 JX1245'LONE 7-INCH BLACK LOCUST TREE WHICH IS IN A FENCE CORNER,
 JX1245'2 1/2 FEET SOUTHEAST OF A FENCE LINE, ABOUT 2 FEET ABOVE LEVEL
 JX1245'OF MAIN ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JX1245'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1280 ***********************************************************************
 JX1280  DESIGNATION -  X 101
 JX1280  PID         -  JX1280
 JX1280  STATE/COUNTY-  WV/JACKSON
 JX1280  USGS QUAD   -  POND CREEK (1994)
 JX1280
 JX1280                         *CURRENT SURVEY CONTROL
 JX1280  ___________________________________________________________________
 JX1280* NAD 83(1986)-  39 02 08.     (N)    081 40 24.     (W)     SCALED    
 JX1280* NAVD 88     -       332.953  (meters)    1092.36   (feet)  ADJUSTED  
 JX1280  ___________________________________________________________________
 JX1280  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JX1280  DYNAMIC HT  -         332.743 (meters)    1091.67  (feet)  COMP
 JX1280  MODELED GRAV-     979,986.5   (mgal)                       NAVD 88
 JX1280
 JX1280  VERT ORDER  -  SECOND    CLASS 0
 JX1280
 JX1280.The horizontal coordinates were scaled from a topographic map and have
 JX1280.an estimated accuracy of +/- 6 seconds.
 JX1280
 JX1280.The orthometric height was determined by differential leveling
 JX1280.and adjusted by the National Geodetic Survey in June 1991..
 JX1280
 JX1280.The geoid height was determined by GEOID03.
 JX1280
 JX1280.The dynamic height is computed by dividing the NAVD 88
 JX1280.geopotential number by the normal gravity value computed on the
 JX1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1280.degrees latitude (g = 980.6199 gals.).
 JX1280
 JX1280.The modeled gravity was interpolated from observed gravity values.
 JX1280
 JX1280;                    North         East    Units  Estimated Accuracy
 JX1280;SPC WV S     -   226,150.      541,700.      MT  (+/- 180 meters Scaled)
 JX1280
 JX1280                          SUPERSEDED SURVEY CONTROL
 JX1280
 JX1280  NGVD 29 (??/??/92)  333.124  (m)         1092.92   (f) ADJ UNCH    2 0
 JX1280
 JX1280.Superseded values are not recommended for survey control.
 JX1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1280.See file dsdata.txt to determine how the superseded data were derived.
 JX1280
 JX1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD417209(NAD 83)
 JX1280_MARKER: DB = BENCH MARK DISK
 JX1280_SETTING: 66 = SET IN ROCK OUTCROP
 JX1280_SP_SET: ROCK LEDGE
 JX1280_STAMPING: X 101 1956
 JX1280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1280+STABILITY: POSITION/ELEVATION WELL
 JX1280
 JX1280  HISTORY     - Date     Condition        Report By
 JX1280  HISTORY     - 1956     MONUMENTED       CGS
 JX1280
 JX1280                          STATION DESCRIPTION
 JX1280
 JX1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1280'11.2 MI SE FROM BELLEVILLE.
 JX1280'2.9 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE BALTIMORE AND
 JX1280'OHIO RAILROAD STATION AT BELLEVILLE TO A POING 0.7 MILE SOUTH
 JX1280'OF BRIDGE OVER POND CREEK, THENCE ABOUT 0.8 MILE SOUTHEAST,
 JX1280'ABOUT 0.1 MILE NORTHEAST, ABOUT 2.15 MILES SOUTHEAST AND EAST
 JX1280'ALONG DIRT ROADS, THENCE ABOUT 0.45 MILE NORTH ALONG A GRAVEL
 JX1280'ROAD FOLLOWING LITTLE POND CREEK, THENCE ABOUT 4.75 MILES
 JX1280'SOUTHEAST ALONG A DIRT ROAD FOLLWING RIDGE BETWEEN LITTLE
 JX1280'POND CREEK AND CABIN FORK, AT THE JUNCTION OF A DIRT ROAD
 JX1280'LEADING SOUTH AND DOWNHILL, ABOUT 0.1 MILE WEST OF A RED
 JX1280'TWO-STORY FRAME HOUSE, SET IN THE TOP OF A SANDSTONE LEDGE
 JX1280'ABOUT 14 BY 6 FEET, 56 FEET EAST OF CENTER OF JUNCTION OF
 JX1280'ROADS, 11 FEET NORTH-NORTHEAST OF CENTER LINE OF ROAD EAST, 18
 JX1280'FEET SOUTHEAST OF A FENCE CORNER AND THE SOUTH END OF A ROCK
 JX1280'FENCE EXTENDING NORTH, 2 FEET SOUTH-SOUTHWEST OF A FENCE,
 JX1280'4 1/2 FEET NORTH OF SOUTH EDGE OF LEDGE AND ABOUT 3 1/2 FEET
 JX1280'ABOVE LEVEL OF ROAD EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2662 ***********************************************************************
 HX2662  DESIGNATION -  X 102
 HX2662  PID         -  HX2662
 HX2662  STATE/COUNTY-  WV/JACKSON
 HX2662  USGS QUAD   -  SANDYVILLE (1988)
 HX2662
 HX2662                         *CURRENT SURVEY CONTROL
 HX2662  ___________________________________________________________________
 HX2662* NAD 83(1986)-  38 59 21.     (N)    081 39 36.     (W)     SCALED    
 HX2662* NAVD 88     -       258.493  (meters)     848.07   (feet)  ADJUSTED  
 HX2662  ___________________________________________________________________
 HX2662  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 HX2662  DYNAMIC HT  -         258.328 (meters)     847.53  (feet)  COMP
 HX2662  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 HX2662
 HX2662  VERT ORDER  -  SECOND    CLASS 0
 HX2662
 HX2662.The horizontal coordinates were scaled from a topographic map and have
 HX2662.an estimated accuracy of +/- 6 seconds.
 HX2662
 HX2662.The orthometric height was determined by differential leveling
 HX2662.and adjusted by the National Geodetic Survey in June 1991..
 HX2662
 HX2662.The geoid height was determined by GEOID03.
 HX2662
 HX2662.The dynamic height is computed by dividing the NAVD 88
 HX2662.geopotential number by the normal gravity value computed on the
 HX2662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2662.degrees latitude (g = 980.6199 gals.).
 HX2662
 HX2662.The modeled gravity was interpolated from observed gravity values.
 HX2662
 HX2662;                    North         East    Units  Estimated Accuracy
 HX2662;SPC WV S     -   220,990.      542,820.      MT  (+/- 180 meters Scaled)
 HX2662
 HX2662                          SUPERSEDED SURVEY CONTROL
 HX2662
 HX2662  NGVD 29 (??/??/92)  258.663  (m)          848.63   (f) ADJ UNCH    2 0
 HX2662
 HX2662.Superseded values are not recommended for survey control.
 HX2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2662.See file dsdata.txt to determine how the superseded data were derived.
 HX2662
 HX2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD428157(NAD 83)
 HX2662_MARKER: DB = BENCH MARK DISK
 HX2662_SETTING: 66 = SET IN ROCK OUTCROP
 HX2662_SP_SET: ROCK SHELF
 HX2662_STAMPING: X 102 1956
 HX2662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2662+STABILITY: POSITION/ELEVATION WELL
 HX2662
 HX2662  HISTORY     - Date     Condition        Report By
 HX2662  HISTORY     - 1956     MONUMENTED       CGS
 HX2662
 HX2662                          STATION DESCRIPTION
 HX2662
 HX2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2662'1 MI SE FROM CUBA.
 HX2662'ABOUT 0.35 MILE SOUTHWEST ALONG A GRAVEL ROAD LEADING TO SHERMAN
 HX2662'FROM THE SCHOOL AT CUBA, THENCE ABOUT 0.7 MILE EAST ALONG A DIRT
 HX2662'ROAD, ON A STEEP GRADE DECENDING SOUTHEAST, SET IN THE TOP OF A
 HX2662'SMALL PROJECTING SHELF AT THE SOUTHEAST END OF A SANDSTONE LEDGE
 HX2662'ABOUT 7 BY 4 FEET, ABOUT 0.1 MILE SOUTHEAST OF THE TOP OF A
 HX2662'RIDGE, 11 FEET SOUTHWEST OF CENTER LINE OF ROAD, 151 FEET
 HX2662'NORTHWEST OF CENTER OF JUNCTION OF A DRIVE TO AN ABANDONED HOUSE
 HX2662'SOUTHWEST OF ROAD, 4 1/2 FEET SOUTHEAST AND 1 1/2 FEET BELOW
 HX2662'A 12-INCH TRIANGLE CHISELED IN FACE OF LEDGE AND ABOUT 2 FEET
 HX2662'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2454 ***********************************************************************
 HX2454  DESIGNATION -  X 103
 HX2454  PID         -  HX2454
 HX2454  STATE/COUNTY-  WV/JACKSON
 HX2454  USGS QUAD   -  RIPLEY (1975)
 HX2454
 HX2454                         *CURRENT SURVEY CONTROL
 HX2454  ___________________________________________________________________
 HX2454* NAD 83(1986)-  38 49 10.     (N)    081 42 41.     (W)     SCALED    
 HX2454* NAVD 88     -       188.400  (meters)     618.11   (feet)  ADJUSTED  
 HX2454  ___________________________________________________________________
 HX2454  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HX2454  DYNAMIC HT  -         188.277 (meters)     617.71  (feet)  COMP
 HX2454  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 HX2454
 HX2454  VERT ORDER  -  SECOND    CLASS 0
 HX2454
 HX2454.The horizontal coordinates were scaled from a topographic map and have
 HX2454.an estimated accuracy of +/- 6 seconds.
 HX2454
 HX2454.The orthometric height was determined by differential leveling
 HX2454.and adjusted by the National Geodetic Survey in June 1991..
 HX2454
 HX2454.The geoid height was determined by GEOID03.
 HX2454
 HX2454.The dynamic height is computed by dividing the NAVD 88
 HX2454.geopotential number by the normal gravity value computed on the
 HX2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2454.degrees latitude (g = 980.6199 gals.).
 HX2454
 HX2454.The modeled gravity was interpolated from observed gravity values.
 HX2454
 HX2454;                    North         East    Units  Estimated Accuracy
 HX2454;SPC WV S     -   202,180.      538,220.      MT  (+/- 180 meters Scaled)
 HX2454
 HX2454                          SUPERSEDED SURVEY CONTROL
 HX2454
 HX2454  NGVD 29 (??/??/92)  188.576  (m)          618.69   (f) ADJ UNCH    2 0
 HX2454
 HX2454.Superseded values are not recommended for survey control.
 HX2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2454.See file dsdata.txt to determine how the superseded data were derived.
 HX2454
 HX2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC382969(NAD 83)
 HX2454_MARKER: DB = BENCH MARK DISK
 HX2454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2454_SP_SET: BUILDING
 HX2454_STAMPING: X 103 1956
 HX2454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2454
 HX2454  HISTORY     - Date     Condition        Report By
 HX2454  HISTORY     - 1956     MONUMENTED       CGS
 HX2454
 HX2454                          STATION DESCRIPTION
 HX2454
 HX2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2454'AT RIPLEY.
 HX2454'AT RIPLEY, IN THE NORTHWEST ANGLE OF INTERSECTION OF MAIN AND
 HX2454'COURT STREETS, SET VERTICALLY IN THE SOUTH FACE OF COURT HOUSE
 HX2454'BUILDING, 143 1/2 FEET NORTH OF NORTH CURB OF MAIN STREET, 48
 HX2454'FEET WEST OF WEST CURB OF COURT STREET, 1/2 FOOT WEST OF SOUTHEAST
 HX2454'CORNER OF BUILDING AND 2 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0314 ***********************************************************************
 HY0314  DESIGNATION -  X 104
 HY0314  PID         -  HY0314
 HY0314  STATE/COUNTY-  WV/MASON
 HY0314  USGS QUAD   -  CHESHIRE (1989)
 HY0314
 HY0314                         *CURRENT SURVEY CONTROL
 HY0314  ___________________________________________________________________
 HY0314* NAD 83(1986)-  38 53 12.     (N)    082 00 13.     (W)     SCALED    
 HY0314* NAVD 88     -       196.554  (meters)     644.86   (feet)  ADJUSTED  
 HY0314  ___________________________________________________________________
 HY0314  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HY0314  DYNAMIC HT  -         196.429 (meters)     644.45  (feet)  COMP
 HY0314  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 HY0314
 HY0314  VERT ORDER  -  SECOND    CLASS 0
 HY0314
 HY0314.The horizontal coordinates were scaled from a topographic map and have
 HY0314.an estimated accuracy of +/- 6 seconds.
 HY0314
 HY0314.The orthometric height was determined by differential leveling
 HY0314.and adjusted by the National Geodetic Survey in June 1991..
 HY0314
 HY0314.The geoid height was determined by GEOID03.
 HY0314
 HY0314.The dynamic height is computed by dividing the NAVD 88
 HY0314.geopotential number by the normal gravity value computed on the
 HY0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0314.degrees latitude (g = 980.6199 gals.).
 HY0314
 HY0314.The modeled gravity was interpolated from observed gravity values.
 HY0314
 HY0314;                    North         East    Units  Estimated Accuracy
 HY0314;SPC WV S     -   209,880.      512,920.      MT  (+/- 180 meters Scaled)
 HY0314
 HY0314                          SUPERSEDED SURVEY CONTROL
 HY0314
 HY0314  NGVD 29 (??/??/92)  196.747  (m)          645.49   (f) ADJ UNCH    2 0
 HY0314
 HY0314.Superseded values are not recommended for survey control.
 HY0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0314.See file dsdata.txt to determine how the superseded data were derived.
 HY0314
 HY0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD129046(NAD 83)
 HY0314_MARKER: DB = BENCH MARK DISK
 HY0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0314_STAMPING: X 104 1956
 HY0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0314+STABILITY: SURFACE MOTION
 HY0314
 HY0314  HISTORY     - Date     Condition        Report By
 HY0314  HISTORY     - 1956     MONUMENTED       CGS
 HY0314  HISTORY     - 1976     GOOD             NGS
 HY0314
 HY0314                          STATION DESCRIPTION
 HY0314
 HY0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0314'3.3 MI N FROM FLATROCK.
 HY0314'3.3 MILES NORTH ALONG A GRAVEL ROAD FROM INTERSECTION OF STATE
 HY0314'HIGHWAY 2 AT FLATROCK, ABOUT 0.95 MILE SOUTH OF INTERSECTION OF A
 HY0314'PROMINENT EAST-WEST GRAVEL ROAD, ABOUT 0.1 MILE NORTH-NORTHWEST OF
 HY0314'JUNCTION OF A ROAD SOUTHEAST, 21 FEET EAST OF CENTER LINE OF ROAD,
 HY0314'240 FEET SOUTHWEST OF SOUTHWEST CORNER OF A CONCRETE BLOCK HOUSE,
 HY0314'122 FEET WEST-NORTHWEST AND ACROSS A DRIVE FROM THE NORTHWEST
 HY0314'CORNER OF A SMALL CONCRETE BLOCK SPRING HOUSE, 86 FEET SOUTHWEST
 HY0314'OF A LONE 36-INCH ELM TREE, 19 FEET NORTH OF CENTER LINE OF DRIVE,
 HY0314'1 1/2 FEET WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 HY0314'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP
 HY0314'OF A CONCRETE POST PROJECTING 3 INCHES.
 HY0314
 HY0314                          STATION RECOVERY (1976)
 HY0314
 HY0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2495 ***********************************************************************
 HX2495  DESIGNATION -  X 105
 HX2495  PID         -  HX2495
 HX2495  STATE/COUNTY-  WV/JACKSON
 HX2495  USGS QUAD   -  KENTUCK (1975)
 HX2495
 HX2495                         *CURRENT SURVEY CONTROL
 HX2495  ___________________________________________________________________
 HX2495* NAD 83(1986)-  38 44 07.     (N)    081 32 55.     (W)     SCALED    
 HX2495* NAVD 88     -       302.221  (meters)     991.54   (feet)  ADJUSTED  
 HX2495  ___________________________________________________________________
 HX2495  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HX2495  DYNAMIC HT  -         302.020 (meters)     990.88  (feet)  COMP
 HX2495  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 HX2495
 HX2495  VERT ORDER  -  SECOND    CLASS 0
 HX2495
 HX2495.The horizontal coordinates were scaled from a topographic map and have
 HX2495.an estimated accuracy of +/- 6 seconds.
 HX2495
 HX2495.The orthometric height was determined by differential leveling
 HX2495.and adjusted by the National Geodetic Survey in June 1991..
 HX2495
 HX2495.The geoid height was determined by GEOID03.
 HX2495
 HX2495.The dynamic height is computed by dividing the NAVD 88
 HX2495.geopotential number by the normal gravity value computed on the
 HX2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2495.degrees latitude (g = 980.6199 gals.).
 HX2495
 HX2495.The modeled gravity was interpolated from observed gravity values.
 HX2495
 HX2495;                    North         East    Units  Estimated Accuracy
 HX2495;SPC WV S     -   192,740.      552,300.      MT  (+/- 180 meters Scaled)
 HX2495
 HX2495                          SUPERSEDED SURVEY CONTROL
 HX2495
 HX2495  NGVD 29 (??/??/92)  302.394  (m)          992.10   (f) ADJ UNCH    2 0
 HX2495
 HX2495.Superseded values are not recommended for survey control.
 HX2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2495.See file dsdata.txt to determine how the superseded data were derived.
 HX2495
 HX2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC523875(NAD 83)
 HX2495_MARKER: DB = BENCH MARK DISK
 HX2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2495_STAMPING: X 105 1956
 HX2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2495+STABILITY: SURFACE MOTION
 HX2495
 HX2495  HISTORY     - Date     Condition        Report By
 HX2495  HISTORY     - 1956     MONUMENTED       CGS
 HX2495
 HX2495                          STATION DESCRIPTION
 HX2495
 HX2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2495'5.8 MI SE FROM STATTS MILLS.
 HX2495'ABOUT 5.85 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO
 HX2495'HARMONY FROM THE POST OFFICE AT STATTS MILLS, ABOUT 0.7 MILE
 HX2495'NORTHWEST OF ALPIN METHODIST CHURCH AND CEMETERY, ABOUT 40
 HX2495'YARDS SOUTH OF THE TOP OF A GRADE, 20 FEET EAST OF CENTER LINE
 HX2495'OF ROAD, 11 FEET NORTHEAST OF A FENCE CORNER, 56 FEET SOUTHWEST
 HX2495'OF A 24-INCH FORKED RED OAK TREE IN A PROPERTY FENCE LINE, 1 FOOT
 HX2495'NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN
 HX2495'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 HX2495'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2363 ***********************************************************************
 HX2363  DESIGNATION -  X 106
 HX2363  PID         -  HX2363
 HX2363  STATE/COUNTY-  WV/JACKSON
 HX2363  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2363
 HX2363                         *CURRENT SURVEY CONTROL
 HX2363  ___________________________________________________________________
 HX2363* NAD 83(1986)-  38 47 12.     (N)    081 45 55.     (W)     SCALED    
 HX2363* NAVD 88     -       200.141  (meters)     656.63   (feet)  ADJUSTED  
 HX2363  ___________________________________________________________________
 HX2363  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HX2363  DYNAMIC HT  -         200.009 (meters)     656.20  (feet)  COMP
 HX2363  MODELED GRAV-     979,964.7   (mgal)                       NAVD 88
 HX2363
 HX2363  VERT ORDER  -  SECOND    CLASS 0
 HX2363
 HX2363.The horizontal coordinates were scaled from a topographic map and have
 HX2363.an estimated accuracy of +/- 6 seconds.
 HX2363
 HX2363.The orthometric height was determined by differential leveling
 HX2363.and adjusted by the National Geodetic Survey in June 1991..
 HX2363
 HX2363.The geoid height was determined by GEOID03.
 HX2363
 HX2363.The dynamic height is computed by dividing the NAVD 88
 HX2363.geopotential number by the normal gravity value computed on the
 HX2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2363.degrees latitude (g = 980.6199 gals.).
 HX2363
 HX2363.The modeled gravity was interpolated from observed gravity values.
 HX2363
 HX2363;                    North         East    Units  Estimated Accuracy
 HX2363;SPC WV S     -   198,580.      533,510.      MT  (+/- 180 meters Scaled)
 HX2363
 HX2363                          SUPERSEDED SURVEY CONTROL
 HX2363
 HX2363  NGVD 29 (??/??/92)  200.320  (m)          657.22   (f) ADJ UNCH    2 0
 HX2363
 HX2363.Superseded values are not recommended for survey control.
 HX2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2363.See file dsdata.txt to determine how the superseded data were derived.
 HX2363
 HX2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC335933(NAD 83)
 HX2363_MARKER: DB = BENCH MARK DISK
 HX2363_SETTING: 66 = SET IN ROCK OUTCROP
 HX2363_SP_SET: ROCK LEDGE
 HX2363_STAMPING: X 106 1956
 HX2363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2363+STABILITY: POSITION/ELEVATION WELL
 HX2363
 HX2363  HISTORY     - Date     Condition        Report By
 HX2363  HISTORY     - 1956     MONUMENTED       CGS
 HX2363
 HX2363                          STATION DESCRIPTION
 HX2363
 HX2363'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2363'3.4 MI SE FROM EVANS.
 HX2363'ABOUT 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE JUNCTION
 HX2363'OF U.S. HIGHWAY 33 AT EVANS, THENCE ABOUT 2.7 MILES SOUTHEAST
 HX2363'ALONG A GRAVEL ROAD LEADING TO GIVEN, ABOUT 1.2 MILES NORTHWEST
 HX2363'OF BRIDGE OVER GRASS RUN, ABOUT 85 YARDS NORTHEAST OF A
 HX2363'NORTH-SOUTH CROSSROAD AND A SHARP CURVE IN GRAVEL ROAD WITH
 HX2363'TANGENTS EXTENDING NORTHEAST AND NORTHWEST (THE ROAD NORTH LEADS
 HX2363'TO MT. MORIAH CHURCH AND CEMETERY, 24 FEET NORTHWEST OF CENTER
 HX2363'LINE OF ROAD, 10 FEET NORTHWEST OF NORTHWEST END OF A 20-INCH
 HX2363'PIPE CULVERT UNDER ROAD, SET VERTICALLY ABOUT 3/4 FEET ABOVE
 HX2363'GROUND IN THE EAST FACE OF A 4-FOOT HIGH ROCK LEDGE, 7 1/2 FEET
 HX2363'SOUTH OF NORTH END OF LEDGE AND ABOUT 5 1/2 FEET ABOVE LEVEL
 HX2363'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2465 ***********************************************************************
 HX2465  DESIGNATION -  X 107
 HX2465  PID         -  HX2465
 HX2465  STATE/COUNTY-  WV/JACKSON
 HX2465  USGS QUAD   -  RIPLEY (1975)
 HX2465
 HX2465                         *CURRENT SURVEY CONTROL
 HX2465  ___________________________________________________________________
 HX2465* NAD 83(1986)-  38 49 21.     (N)    081 37 57.     (W)     SCALED    
 HX2465* NAVD 88     -       191.295  (meters)     627.61   (feet)  ADJUSTED  
 HX2465  ___________________________________________________________________
 HX2465  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HX2465  DYNAMIC HT  -         191.169 (meters)     627.19  (feet)  COMP
 HX2465  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 HX2465
 HX2465  VERT ORDER  -  SECOND    CLASS 0
 HX2465
 HX2465.The horizontal coordinates were scaled from a topographic map and have
 HX2465.an estimated accuracy of +/- 6 seconds.
 HX2465
 HX2465.The orthometric height was determined by differential leveling
 HX2465.and adjusted by the National Geodetic Survey in June 1991..
 HX2465
 HX2465.The geoid height was determined by GEOID03.
 HX2465
 HX2465.The dynamic height is computed by dividing the NAVD 88
 HX2465.geopotential number by the normal gravity value computed on the
 HX2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2465.degrees latitude (g = 980.6199 gals.).
 HX2465
 HX2465.The modeled gravity was interpolated from observed gravity values.
 HX2465
 HX2465;                    North         East    Units  Estimated Accuracy
 HX2465;SPC WV S     -   202,470.      545,070.      MT  (+/- 180 meters Scaled)
 HX2465
 HX2465                          SUPERSEDED SURVEY CONTROL
 HX2465
 HX2465  NGVD 29 (??/??/92)  191.468  (m)          628.17   (f) ADJ UNCH    2 0
 HX2465
 HX2465.Superseded values are not recommended for survey control.
 HX2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2465.See file dsdata.txt to determine how the superseded data were derived.
 HX2465
 HX2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC450972(NAD 83)
 HX2465_MARKER: DB = BENCH MARK DISK
 HX2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2465_STAMPING: X 107 1956
 HX2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2465+STABILITY: SURFACE MOTION
 HX2465
 HX2465  HISTORY     - Date     Condition        Report By
 HX2465  HISTORY     - 1956     MONUMENTED       CGS
 HX2465
 HX2465                          STATION DESCRIPTION
 HX2465
 HX2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2465'5.2 MI E FROM RIPLEY.
 HX2465'ABOUT 5.25 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX2465'AT RIPLEY, ABOUT 4.0 MILES WEST OF MILL CREEK BAPTIST CHURCH
 HX2465'AT FROZENCAMP, JACKSON COUNTY, ABOUT 1.0 MILE WEST OF BRIDGE OVER
 HX2465'JOES RUN, ABOUT 153 YARDS NORTHEAST OF JUNCTION OF A SMALL ROAD
 HX2465'LEADING NORTHWEST TO A HOUSE IN A HOLLOW, 211 YARDS NORTHEAST OF
 HX2465'A CULVERT FOR A CREEK BRANCH, 30 FEET NORTHWEST OF CENTER LINE OF
 HX2465'HIGHWAY AND ON OUTSIDE OF A CURVE, 57 FEET NORTHEAST OF TELEPHONE
 HX2465'POLE NO. 24/105, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 HX2465'ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HX2465'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0796 ***********************************************************************
 HY0796  DESIGNATION -  X 108
 HY0796  PID         -  HY0796
 HY0796  STATE/COUNTY-  WV/WAYNE
 HY0796  USGS QUAD   -  BURNAUGH (1989)
 HY0796
 HY0796                         *CURRENT SURVEY CONTROL
 HY0796  ___________________________________________________________________
 HY0796* NAD 83(1986)-  38 22 03.     (N)    082 33 26.     (W)     SCALED    
 HY0796* NAVD 88     -       251.728  (meters)     825.88   (feet)  ADJUSTED  
 HY0796  ___________________________________________________________________
 HY0796  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY0796  DYNAMIC HT  -         251.556 (meters)     825.31  (feet)  COMP
 HY0796  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 HY0796
 HY0796  VERT ORDER  -  FIRST     CLASS II
 HY0796
 HY0796.This mark is at Tri-State/milton J Ferguson Fld Airport (HTS)
 HY0796
 HY0796.The horizontal coordinates were scaled from a topographic map and have
 HY0796.an estimated accuracy of +/- 6 seconds.
 HY0796
 HY0796.The orthometric height was determined by differential leveling
 HY0796.and adjusted by the National Geodetic Survey in June 1991..
 HY0796
 HY0796.The geoid height was determined by GEOID03.
 HY0796
 HY0796.The dynamic height is computed by dividing the NAVD 88
 HY0796.geopotential number by the normal gravity value computed on the
 HY0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0796.degrees latitude (g = 980.6199 gals.).
 HY0796
 HY0796.The modeled gravity was interpolated from observed gravity values.
 HY0796
 HY0796;                    North         East    Units  Estimated Accuracy
 HY0796;SPC WV S     -   152,920.      463,930.      MT  (+/- 180 meters Scaled)
 HY0796
 HY0796                          SUPERSEDED SURVEY CONTROL
 HY0796
 HY0796  NGVD 29 (??/??/92)  251.905  (m)          826.46   (f) ADJ UNCH    1 2
 HY0796
 HY0796.Superseded values are not recommended for survey control.
 HY0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0796.See file dsdata.txt to determine how the superseded data were derived.
 HY0796
 HY0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC639477(NAD 83)
 HY0796_MARKER: DB = BENCH MARK DISK
 HY0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0796_SP_SET: LIGHT BASE
 HY0796_STAMPING: X 108 1956
 HY0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0796
 HY0796  HISTORY     - Date     Condition        Report By
 HY0796  HISTORY     - 1956     MONUMENTED       CGS
 HY0796  HISTORY     - 1963     GOOD             NGS
 HY0796
 HY0796                          STATION DESCRIPTION
 HY0796
 HY0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0796'2.2 MI SE FROM CEREDO.
 HY0796'ABOUT 2.15 MILES SOUTHEAST ALONG ROADS LEADING TO TRI-STATE AIRPORT
 HY0796'FROM THE JUNCTION OF U.S. HIGHWAY 60 AT CEREDO, AT THE AIRPORT,
 HY0796'11.3 FEET NORTH OF NORTH EDGE OF EAST-WEST CONCRETE RUNWAY, 96 FEET
 HY0796'WEST OF CENTER LINE OF CONCRETE APPROACH TO LOADING APRON, IN THE
 HY0796'TOP OF THE NORTHWEST CORNER OF 4 BY 4-FOOT CONCRETE BASE OF RUNWAY
 HY0796'LIGHT NO. 37 AND 1/2 FOOT ABOVE LEVEL OF RUNWAY.
 HY0796
 HY0796                          STATION RECOVERY (1963)
 HY0796
 HY0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HY0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0447 ***********************************************************************
 HY0447  DESIGNATION -  X 109
 HY0447  PID         -  HY0447
 HY0447  STATE/COUNTY-  WV/CABELL
 HY0447  USGS QUAD   -  HUNTINGTON (1985)
 HY0447
 HY0447                         *CURRENT SURVEY CONTROL
 HY0447  ___________________________________________________________________
 HY0447* NAD 83(1986)-  38 25 50.     (N)    082 23 33.     (W)     SCALED    
 HY0447* NAVD 88     -       169.934  (meters)     557.53   (feet)  ADJUSTED  
 HY0447  ___________________________________________________________________
 HY0447  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HY0447  DYNAMIC HT  -         169.819 (meters)     557.15  (feet)  COMP
 HY0447  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 HY0447
 HY0447  VERT ORDER  -  FIRST     CLASS II
 HY0447
 HY0447.The horizontal coordinates were scaled from a topographic map and have
 HY0447.an estimated accuracy of +/- 6 seconds.
 HY0447
 HY0447.The orthometric height was determined by differential leveling
 HY0447.and adjusted by the National Geodetic Survey in June 1991..
 HY0447
 HY0447.The geoid height was determined by GEOID03.
 HY0447
 HY0447.The dynamic height is computed by dividing the NAVD 88
 HY0447.geopotential number by the normal gravity value computed on the
 HY0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0447.degrees latitude (g = 980.6199 gals.).
 HY0447
 HY0447.The modeled gravity was interpolated from observed gravity values.
 HY0447
 HY0447;                    North         East    Units  Estimated Accuracy
 HY0447;SPC WV S     -   159,690.      478,420.      MT  (+/- 180 meters Scaled)
 HY0447
 HY0447                          SUPERSEDED SURVEY CONTROL
 HY0447
 HY0447  NGVD 29 (??/??/92)  170.116  (m)          558.12   (f) ADJ UNCH    1 2
 HY0447
 HY0447.Superseded values are not recommended for survey control.
 HY0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0447.See file dsdata.txt to determine how the superseded data were derived.
 HY0447
 HY0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC784545(NAD 83)
 HY0447_MARKER: DB = BENCH MARK DISK
 HY0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0447_SP_SET: ABUTMENT
 HY0447_STAMPING: X 109 1956
 HY0447_MARK LOGO: CGS   
 HY0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0447
 HY0447  HISTORY     - Date     Condition        Report By
 HY0447  HISTORY     - 1956     MONUMENTED       CGS
 HY0447  HISTORY     - 1984     GOOD             NGS
 HY0447
 HY0447                          STATION DESCRIPTION
 HY0447
 HY0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0447'AT HUNTINGTON.
 HY0447'AT HUNTINGTON, IN THE EAST PART OF TOWN, ABOUT 0.2 MILE WEST
 HY0447'ALONG THIRD AVENUE FROM THE POST OFFICE AT GUYANDOT, 13 YARDS
 HY0447'WEST OF WEST END OF THIRD AVENUE BRIDGE OVER GUYANDOT RIVER,
 HY0447'AT INTERSECTION OF THIRD AVENUE (STATE HIGHWAY 2) AND 32ND STREET,
 HY0447'15 1/2 FEET NORTH OF CENTER LINE OF 3RD AVENUE, 9 1/2 FEET
 HY0447'EAST OF PROLONGED CENTER LINE OF 32ND STREET, SET VERTICALLY
 HY0447'IN WEST FACE OF ABUTMENT FOR GATE IN CONCRETE FLOOD WALL FOR
 HY0447'3RD AVENUE, 2.2 FEET NORTH OF SOUTHWEST CORNER OF ABUTMENT AND
 HY0447'2 FEET ABOVE GROUND.
 HY0447
 HY0447                          STATION RECOVERY (1984)
 HY0447
 HY0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1924 ***********************************************************************
 HX1924  DESIGNATION -  X 11
 HX1924  PID         -  HX1924
 HX1924  STATE/COUNTY-  WV/CLAY
 HX1924  USGS QUAD   -  CLAY (1976)
 HX1924
 HX1924                         *CURRENT SURVEY CONTROL
 HX1924  ___________________________________________________________________
 HX1924* NAD 83(1986)-  38 28 59.     (N)    081 04 02.     (W)     SCALED    
 HX1924* NAVD 88     -       221.397  (meters)     726.37   (feet)  ADJUSTED  
 HX1924  ___________________________________________________________________
 HX1924  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HX1924  DYNAMIC HT  -         221.247 (meters)     725.87  (feet)  COMP
 HX1924  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 HX1924
 HX1924  VERT ORDER  -  SECOND    CLASS 0
 HX1924
 HX1924.The horizontal coordinates were scaled from a topographic map and have
 HX1924.an estimated accuracy of +/- 6 seconds.
 HX1924
 HX1924.The orthometric height was determined by differential leveling
 HX1924.and adjusted by the National Geodetic Survey in June 1991..
 HX1924
 HX1924.The geoid height was determined by GEOID03.
 HX1924
 HX1924.The dynamic height is computed by dividing the NAVD 88
 HX1924.geopotential number by the normal gravity value computed on the
 HX1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1924.degrees latitude (g = 980.6199 gals.).
 HX1924
 HX1924.The modeled gravity was interpolated from observed gravity values.
 HX1924
 HX1924;                    North         East    Units  Estimated Accuracy
 HX1924;SPC WV S     -   164,610.      594,140.      MT  (+/- 180 meters Scaled)
 HX1924
 HX1924                          SUPERSEDED SURVEY CONTROL
 HX1924
 HX1924  NGVD 29 (??/??/92)  221.581  (m)          726.97   (f) ADJ UNCH    2 0
 HX1924
 HX1924.Superseded values are not recommended for survey control.
 HX1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1924.See file dsdata.txt to determine how the superseded data were derived.
 HX1924
 HX1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC941594(NAD 83)
 HX1924_MARKER: DB = BENCH MARK DISK
 HX1924_SETTING: 80 = SET IN A BOULDER
 HX1924_SP_SET: BOULDER
 HX1924_STAMPING: X 11 1933
 HX1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1924+STABILITY: SURFACE MOTION
 HX1924
 HX1924  HISTORY     - Date     Condition        Report By
 HX1924  HISTORY     - 1933     MONUMENTED       CGS
 HX1924
 HX1924                          STATION DESCRIPTION
 HX1924
 HX1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1924'2.5 MI NE FROM DUNDON.
 HX1924'2.5 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1924'THE STATION AT DUNDON, ON THE INSIDE OF A LONG SHARP CURVE, ABOUT
 HX1924'5 RAILS WEST OF POLE 5415, IN THE TOP OF A LARGE EMBEDDED BOULDER,
 HX1924'10 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET HIGHER
 HX1924'THAN THE TRACK.  A STANDARD DISK, STAMPED X 11 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0306 ***********************************************************************
 HY0306  DESIGNATION -  X 110
 HY0306  PID         -  HY0306
 HY0306  STATE/COUNTY-  WV/MASON
 HY0306  USGS QUAD   -  BEECH HILL (1975)
 HY0306
 HY0306                         *CURRENT SURVEY CONTROL
 HY0306  ___________________________________________________________________
 HY0306* NAD 83(1986)-  38 48 47.     (N)    082 00 50.     (W)     SCALED    
 HY0306* NAVD 88     -       246.882  (meters)     809.98   (feet)  ADJUSTED  
 HY0306  ___________________________________________________________________
 HY0306  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HY0306  DYNAMIC HT  -         246.725 (meters)     809.46  (feet)  COMP
 HY0306  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 HY0306
 HY0306  VERT ORDER  -  SECOND    CLASS 0
 HY0306
 HY0306.The horizontal coordinates were scaled from a topographic map and have
 HY0306.an estimated accuracy of +/- 6 seconds.
 HY0306
 HY0306.The orthometric height was determined by differential leveling
 HY0306.and adjusted by the National Geodetic Survey in June 1991..
 HY0306
 HY0306.The geoid height was determined by GEOID03.
 HY0306
 HY0306.The dynamic height is computed by dividing the NAVD 88
 HY0306.geopotential number by the normal gravity value computed on the
 HY0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0306.degrees latitude (g = 980.6199 gals.).
 HY0306
 HY0306.The modeled gravity was interpolated from observed gravity values.
 HY0306
 HY0306;                    North         East    Units  Estimated Accuracy
 HY0306;SPC WV S     -   201,720.      511,940.      MT  (+/- 180 meters Scaled)
 HY0306
 HY0306                          SUPERSEDED SURVEY CONTROL
 HY0306
 HY0306  NGVD 29 (??/??/92)  247.077  (m)          810.62   (f) ADJ UNCH    2 0
 HY0306
 HY0306.Superseded values are not recommended for survey control.
 HY0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0306.See file dsdata.txt to determine how the superseded data were derived.
 HY0306
 HY0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC119965(NAD 83)
 HY0306_MARKER: DB = BENCH MARK DISK
 HY0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0306_STAMPING: X 110 1956
 HY0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0306+STABILITY: SURFACE MOTION
 HY0306
 HY0306  HISTORY     - Date     Condition        Report By
 HY0306  HISTORY     - 1956     MONUMENTED       CGS
 HY0306
 HY0306                          STATION DESCRIPTION
 HY0306
 HY0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0306'3 MI NE FROM BRIGHTON.
 HY0306'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE METHODIST
 HY0306'CHURCH AND CEMETERY AT BRIGHTON, THENCE ABOUT 1.95 MILES NORTH
 HY0306'ALONG A GRAVEL ROAD, 225 FEET NORTH OF CENTER OF JUNCTION OF A ROAD
 HY0306'SOUTHEAST, 37 FEET WEST-NORTHWEST OF CENTER LINE OF ROAD, 77
 HY0306'FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF A FRAME HOUSE, 67
 HY0306'FEET NORTHEAST OF A WALL WITH PUMP, 58 FEET WEST-SOUTHWEST OF
 HY0306'CENTER OF JUNCTION OF A ROAD WEST, 42 FEET SOUTH OF CENTER LINE
 HY0306'OF ROAD WEST, 16 FEET SOUTH OF POWER POLE NO. 56/780 D 13 WITH A
 HY0306'TRANSFORMER, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF
 HY0306'A CONCRTE POST PORJECTING 3 INCHES.  NOTE-- MARK IS REACHED FROM
 HY0306'THE CROSSROADS AND STORE AT FLATROCK BY GOING ABOUT 1.0 MILE
 HY0306'EAST ALONG STATE HIGHWAY 2, THENCE ABOUT 2.5 MILES SOUTH ALONG A
 HY0306'GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0450 ***********************************************************************
 HY0450  DESIGNATION -  X 111
 HY0450  PID         -  HY0450
 HY0450  STATE/COUNTY-  WV/CABELL
 HY0450  USGS QUAD   -  HUNTINGTON (1985)
 HY0450
 HY0450                         *CURRENT SURVEY CONTROL
 HY0450  ___________________________________________________________________
 HY0450* NAD 83(1986)-  38 25 23.     (N)    082 25 01.     (W)     SCALED    
 HY0450* NAVD 88     -       167.678  (meters)     550.12   (feet)  ADJUSTED  
 HY0450  ___________________________________________________________________
 HY0450  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HY0450  DYNAMIC HT  -         167.565 (meters)     549.75  (feet)  COMP
 HY0450  MODELED GRAV-     979,952.5   (mgal)                       NAVD 88
 HY0450
 HY0450  VERT ORDER  -  FIRST     CLASS II
 HY0450
 HY0450.The horizontal coordinates were scaled from a topographic map and have
 HY0450.an estimated accuracy of +/- 6 seconds.
 HY0450
 HY0450.The orthometric height was determined by differential leveling
 HY0450.and adjusted by the National Geodetic Survey in June 1991..
 HY0450
 HY0450.The geoid height was determined by GEOID03.
 HY0450
 HY0450.The dynamic height is computed by dividing the NAVD 88
 HY0450.geopotential number by the normal gravity value computed on the
 HY0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0450.degrees latitude (g = 980.6199 gals.).
 HY0450
 HY0450.The modeled gravity was interpolated from observed gravity values.
 HY0450
 HY0450;                    North         East    Units  Estimated Accuracy
 HY0450;SPC WV S     -   158,890.      476,280.      MT  (+/- 180 meters Scaled)
 HY0450
 HY0450                          SUPERSEDED SURVEY CONTROL
 HY0450
 HY0450  NGVD 29 (??/??/92)  167.860  (m)          550.72   (f) ADJ UNCH    1 2
 HY0450
 HY0450.Superseded values are not recommended for survey control.
 HY0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0450.See file dsdata.txt to determine how the superseded data were derived.
 HY0450
 HY0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC763537(NAD 83)
 HY0450_MARKER: DB = BENCH MARK DISK
 HY0450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HY0450_SP_SET: 61 1/2 FEET
 HY0450_STAMPING: X 111 1956
 HY0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0450
 HY0450  HISTORY     - Date     Condition        Report By
 HY0450  HISTORY     - 1956     MONUMENTED       CGS
 HY0450  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0450
 HY0450                          STATION DESCRIPTION
 HY0450
 HY0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0450'AT HUNTINGTON.
 HY0450'AT HUNTINGTON, ABOUT 1.5 MILES EAST ALONG FIFTH AVENUE FROM THE
 HY0450'POST OFFICE AT HUNTINGTON, THENCE ABOUT 105 YARDS SOUTH ALONG
 HY0450'TWENTY-THIRD STREET (BELT LINE OF CHESAPEAKE AND OHIO RAILWAY
 HY0450'FOLLOWS 23RD STREET), 29 FEET EAST OF EAST RAIL OF C. AND O.
 HY0450'RY., 28 FEET SOUTHWEST OF SOUTHWEST RAIL OF BALTIMORE AND OHIO
 HY0450'RAILROAD, 160 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF A
 HY0450'STEEL FENCE AROUND C. AND O. RY. SHOPS, 80 FEET SOUTH-SOUTHEAST
 HY0450'OF CENTER OF CROSSING OF C. AND O. RY. AND THE B. AND O. RR,
 HY0450'10 FEET SOUTHEAST OF TELEPHONE POLE NO. 213+11, 65 3/4 FEET
 HY0450'SOUTH-SOUTHWEST AND ACROSS B. AND O. TRACK FROM SOUTHWEST CORNER
 HY0450'OF STANDARD ULTRA MARINE AND COLOR COMPANY (RED BRICK BUILDING),
 HY0450'1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT
 HY0450'BELOW LEVEL OF B. AND O. TRACK AND IS A DISK ON TOP OF A COPPER
 HY0450'COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A 4-INCH
 HY0450'TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT
 HY0450'A DEPTH OF 61 1/2 FEET.
 HY0450
 HY0450                          STATION RECOVERY (1984)
 HY0450
 HY0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0450'NOT RECOVERED, NO SIGN OF THE MARK COULD BE FOUND, AREA HAS CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2419 ***********************************************************************
 HX2419  DESIGNATION -  X 112
 HX2419  PID         -  HX2419
 HX2419  STATE/COUNTY-  WV/MASON
 HX2419  USGS QUAD   -  ELMWOOD (1975)
 HX2419
 HX2419                         *CURRENT SURVEY CONTROL
 HX2419  ___________________________________________________________________
 HX2419* NAD 83(1986)-  38 42 15.     (N)    081 50 51.     (W)     SCALED    
 HX2419* NAVD 88     -       210.339  (meters)     690.09   (feet)  ADJUSTED  
 HX2419  ___________________________________________________________________
 HX2419  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HX2419  DYNAMIC HT  -         210.200 (meters)     689.63  (feet)  COMP
 HX2419  MODELED GRAV-     979,962.1   (mgal)                       NAVD 88
 HX2419
 HX2419  VERT ORDER  -  SECOND    CLASS 0
 HX2419
 HX2419.The horizontal coordinates were scaled from a topographic map and have
 HX2419.an estimated accuracy of +/- 6 seconds.
 HX2419
 HX2419.The orthometric height was determined by differential leveling
 HX2419.and adjusted by the National Geodetic Survey in June 1991..
 HX2419
 HX2419.The geoid height was determined by GEOID03.
 HX2419
 HX2419.The dynamic height is computed by dividing the NAVD 88
 HX2419.geopotential number by the normal gravity value computed on the
 HX2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2419.degrees latitude (g = 980.6199 gals.).
 HX2419
 HX2419.The modeled gravity was interpolated from observed gravity values.
 HX2419
 HX2419;                    North         East    Units  Estimated Accuracy
 HX2419;SPC WV S     -   189,490.      526,280.      MT  (+/- 180 meters Scaled)
 HX2419
 HX2419                          SUPERSEDED SURVEY CONTROL
 HX2419
 HX2419  NGVD 29 (??/??/92)  210.528  (m)          690.71   (f) ADJ UNCH    2 0
 HX2419
 HX2419.Superseded values are not recommended for survey control.
 HX2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2419.See file dsdata.txt to determine how the superseded data were derived.
 HX2419
 HX2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC263842(NAD 83)
 HX2419_MARKER: DB = BENCH MARK DISK
 HX2419_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HX2419_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HX2419_STAMPING: X 112 1956
 HX2419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2419
 HX2419  HISTORY     - Date     Condition        Report By
 HX2419  HISTORY     - 1956     MONUMENTED       CGS
 HX2419
 HX2419                          STATION DESCRIPTION
 HX2419
 HX2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2419'0.8 MI N FROM ELMWOOD.
 HX2419'ABOUT 0.15 MILE NORTHWEST ALONG A GRAVEL ROAD FROM BRIDGE OVER
 HX2419'MUDLICK CREEK AT ELMWOOD, THENCE ABOUT 0.6 MILE NORTHEAST ALONG
 HX2419'A GRAVEL ROAD, AT THE JUNCTION OF A NARROW ROAD LEADING NORTHEAST,
 HX2419'81 FEET EAST OF CENTER LINE OF ROAD, 90 FEET EAST OF CENTER OF
 HX2419'JUNCTION OF ROADS, 55 FEET SOUTHEAST OF CENTER LINE OF ROAD NORTHEAST,
 HX2419'31 FEET SOUTHEAST OF CENTER OF A SMALL STREAM, 9 FEET WEST OF BUTT
 HX2419'OF AN 8-INCH ROSEBUT TREE LEANING NORTH, 2 FEET NORTHEAST OF A
 HX2419'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD NORTHEAST AND
 HX2419'IS A DISK ON TOP OF A 2-INCH IRON PIPE PROJECTING 6 INCHES.
 HX2419'NOTE-- THE MAIN ROAD IS PRESENTLY UNDER CONSTURCTION AND THE
 HX2419'DISTANCE GIVEN TO ROAD MAY BE INCORRECT WHEN THE ROAD IS REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2402 ***********************************************************************
 HX2402  DESIGNATION -  X 113
 HX2402  PID         -  HX2402
 HX2402  STATE/COUNTY-  WV/PUTNAM
 HX2402  USGS QUAD   -  BANCROFT (1975)
 HX2402
 HX2402                         *CURRENT SURVEY CONTROL
 HX2402  ___________________________________________________________________
 HX2402* NAD 83(1986)-  38 33 39.     (N)    081 51 22.     (W)     SCALED    
 HX2402* NAVD 88     -       306.517  (meters)    1005.63   (feet)  ADJUSTED  
 HX2402  ___________________________________________________________________
 HX2402  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HX2402  DYNAMIC HT  -         306.310 (meters)    1004.95  (feet)  COMP
 HX2402  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 HX2402
 HX2402  VERT ORDER  -  SECOND    CLASS 0
 HX2402
 HX2402.The horizontal coordinates were scaled from a topographic map and have
 HX2402.an estimated accuracy of +/- 6 seconds.
 HX2402
 HX2402.The orthometric height was determined by differential leveling
 HX2402.and adjusted by the National Geodetic Survey in June 1991..
 HX2402
 HX2402.The geoid height was determined by GEOID03.
 HX2402
 HX2402.The dynamic height is computed by dividing the NAVD 88
 HX2402.geopotential number by the normal gravity value computed on the
 HX2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2402.degrees latitude (g = 980.6199 gals.).
 HX2402
 HX2402.The modeled gravity was interpolated from observed gravity values.
 HX2402
 HX2402;                    North         East    Units  Estimated Accuracy
 HX2402;SPC WV S     -   173,580.      525,390.      MT  (+/- 180 meters Scaled)
 HX2402
 HX2402                          SUPERSEDED SURVEY CONTROL
 HX2402
 HX2402  NGVD 29 (??/??/92)  306.712  (m)         1006.27   (f) ADJ UNCH    2 0
 HX2402
 HX2402.Superseded values are not recommended for survey control.
 HX2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2402.See file dsdata.txt to determine how the superseded data were derived.
 HX2402
 HX2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC254683(NAD 83)
 HX2402_MARKER: DB = BENCH MARK DISK
 HX2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2402_STAMPING: X 113 1956
 HX2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2402+STABILITY: SURFACE MOTION
 HX2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX2402+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 HX2402
 HX2402  HISTORY     - Date     Condition        Report By
 HX2402  HISTORY     - 1956     MONUMENTED       CGS
 HX2402  HISTORY     - 20051001 GOOD             TEI
 HX2402
 HX2402                          STATION DESCRIPTION
 HX2402
 HX2402'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2402'3.2 MI NE FROM RED HOUSE.
 HX2402'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE
 HX2402'JUNCTION OF U.S. HIGHWAY 35 AT RED HOUSE, 47 FEET SOUTHEAST OF
 HX2402'CENTER LINE OF HIGHWAY, 250 FEET NORTHEAST OF EAST CORNER OF
 HX2402'A WHITE FRAME HOUSE, 144 FEET SOUTHWEST OF WEST CORNER OF A
 HX2402'CONCRETE BLOCK BARN, 119 FEET NORTHEAST OF EAST CORNER OF AN
 HX2402'UNOCCUPIED FRAME STORE BUILDING, 1 FOOT NORTHWEST OF A FENCE LINE,
 HX2402'2 FEET NORTHEAST OF WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 HX2402'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX2402'4 INCHES.
 HX2402
 HX2402                          STATION RECOVERY (2005)
 HX2402
 HX2402'RECOVERY NOTE BY TRIAD ENGINEERING INCORPORATED 2005 (EMM)
 HX2402'MARK WAS FOUND AS DESCRIBED. STATION IS SUITABLE FOR GPS OBSERVATIONS
 HX2402'AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0283 ***********************************************************************
 HY0283  DESIGNATION -  X 114
 HY0283  PID         -  HY0283
 HY0283  STATE/COUNTY-  WV/MASON
 HY0283  USGS QUAD   -  ARLEE (1975)
 HY0283
 HY0283                         *CURRENT SURVEY CONTROL
 HY0283  ___________________________________________________________________
 HY0283* NAD 83(1986)-  38 41 55.     (N)    082 00 23.     (W)     SCALED    
 HY0283* NAVD 88     -       184.681  (meters)     605.91   (feet)  ADJUSTED  
 HY0283  ___________________________________________________________________
 HY0283  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HY0283  DYNAMIC HT  -         184.561 (meters)     605.51  (feet)  COMP
 HY0283  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 HY0283
 HY0283  VERT ORDER  -  SECOND    CLASS 0
 HY0283
 HY0283.The horizontal coordinates were scaled from a topographic map and have
 HY0283.an estimated accuracy of +/- 6 seconds.
 HY0283
 HY0283.The orthometric height was determined by differential leveling
 HY0283.and adjusted by the National Geodetic Survey in June 1991..
 HY0283
 HY0283.The geoid height was determined by GEOID03.
 HY0283
 HY0283.The dynamic height is computed by dividing the NAVD 88
 HY0283.geopotential number by the normal gravity value computed on the
 HY0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0283.degrees latitude (g = 980.6199 gals.).
 HY0283
 HY0283.The modeled gravity was interpolated from observed gravity values.
 HY0283
 HY0283;                    North         East    Units  Estimated Accuracy
 HY0283;SPC WV S     -   189,010.      512,460.      MT  (+/- 180 meters Scaled)
 HY0283
 HY0283                          SUPERSEDED SURVEY CONTROL
 HY0283
 HY0283  NGVD 29 (??/??/92)  184.875  (m)          606.54   (f) ADJ UNCH    2 0
 HY0283
 HY0283.Superseded values are not recommended for survey control.
 HY0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0283.See file dsdata.txt to determine how the superseded data were derived.
 HY0283
 HY0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC124838(NAD 83)
 HY0283_MARKER: DB = BENCH MARK DISK
 HY0283_SETTING: 66 = SET IN ROCK OUTCROP
 HY0283_SP_SET: ROCK LEDGE
 HY0283_STAMPING: X 114 1956
 HY0283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0283+STABILITY: POSITION/ELEVATION WELL
 HY0283
 HY0283  HISTORY     - Date     Condition        Report By
 HY0283  HISTORY     - 1956     MONUMENTED       CGS
 HY0283
 HY0283                          STATION DESCRIPTION
 HY0283
 HY0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0283'3 MI W FROM SOUTHSIDE.
 HY0283'3.0 MILES WEST ALONG A GRAVEL ROAD FROM HARMONY BAPITST CHURCH
 HY0283'AND INTERSECTION OF STATE HIGHWAY 17 AT SOUTHSIDE, SET
 HY0283'VERTICALLY IN FACE OF A ROCK LEDGE ABOUT 25 BY 5 FEET ON THE
 HY0283'SOUTHWEST BANK OF A STREAM, 43 FEET SOUTHEAST AND ACROSS STREAM
 HY0283'FROM CENTER LINE OF ROAD, 223 FEET SOUTHWEST OF CENTER OF
 HY0283'JUNCTION OF ROAD AND A DIM ROAD EAST FORDING THE STREAM, 66
 HY0283'FEET SOUTH OF CENTER OF JUNCTION OF ROAD AND A DRIVE NORTHWEST
 HY0283'TO A 2-STORY WHITE FRAME HOUSE, 45 FEET SOUTH OF SOUTHEAST END
 HY0283'OF A 36-INCH METAL PIPE CULVERT UNDER ROAD, 11 FEET SOUTHWEST OF
 HY0283'NORTHEAST END OF LEDGE, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND
 HY0283'ABOUT 6 FEET ABOVE LEVEL OF CREEK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0013 ***********************************************************************
 HY0013  DESIGNATION -  X 115
 HY0013  PID         -  HY0013
 HY0013  STATE/COUNTY-  WV/MASON
 HY0013  USGS QUAD   -  GALLIPOLIS (1983)
 HY0013
 HY0013                         *CURRENT SURVEY CONTROL
 HY0013  ___________________________________________________________________
 HY0013* NAD 83(1986)-  38 49 01.     (N)    082 10 04.     (W)     SCALED    
 HY0013* NAVD 88     -       174.333  (meters)     571.96   (feet)  ADJUSTED  
 HY0013  ___________________________________________________________________
 HY0013  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HY0013  DYNAMIC HT  -         174.223 (meters)     571.60  (feet)  COMP
 HY0013  MODELED GRAV-     979,988.3   (mgal)                       NAVD 88
 HY0013
 HY0013  VERT ORDER  -  FIRST     CLASS II
 HY0013
 HY0013.The horizontal coordinates were scaled from a topographic map and have
 HY0013.an estimated accuracy of +/- 6 seconds.
 HY0013
 HY0013.The orthometric height was determined by differential leveling
 HY0013.and adjusted by the National Geodetic Survey in June 1991..
 HY0013
 HY0013.The geoid height was determined by GEOID03.
 HY0013
 HY0013.The dynamic height is computed by dividing the NAVD 88
 HY0013.geopotential number by the normal gravity value computed on the
 HY0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0013.degrees latitude (g = 980.6199 gals.).
 HY0013
 HY0013.The modeled gravity was interpolated from observed gravity values.
 HY0013
 HY0013;                    North         East    Units  Estimated Accuracy
 HY0013;SPC WV S     -   202,310.      498,580.      MT  (+/- 180 meters Scaled)
 HY0013
 HY0013                          SUPERSEDED SURVEY CONTROL
 HY0013
 HY0013  NGVD 29 (??/??/92)  174.524  (m)          572.58   (f) ADJ UNCH    1 2
 HY0013
 HY0013.Superseded values are not recommended for survey control.
 HY0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0013.See file dsdata.txt to determine how the superseded data were derived.
 HY0013
 HY0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC986971(NAD 83)
 HY0013_MARKER: DB = BENCH MARK DISK
 HY0013_SETTING: 66 = SET IN ROCK OUTCROP
 HY0013_SP_SET: ROCK CUT
 HY0013_STAMPING: X 115 1956
 HY0013_MARK LOGO: CGS   
 HY0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0013+STABILITY: POSITION/ELEVATION WELL
 HY0013
 HY0013  HISTORY     - Date     Condition        Report By
 HY0013  HISTORY     - 1956     MONUMENTED       CGS
 HY0013  HISTORY     - 1976     GOOD             NGS
 HY0013  HISTORY     - 1984     GOOD             NGS
 HY0013
 HY0013                          STATION DESCRIPTION
 HY0013
 HY0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0013'2 MI SW FROM HENDERSON.
 HY0013'ABOUT 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE SOUTH
 HY0013'END OF HIGHWAY BRIDGE OVER KANAWAH RIVER AT HENDERSON, ABOUT 0.35
 HY0013'MILE SOUTHWEST OF BRIDGE OVER SALT LICK, ACROSS THE BALTIMORE AND
 HY0013'OHIO RAILROAD FROM THE HIGHWAY, SET VERTICALLY IN THE FACE OF
 HY0013'A RAILROAD ROCKY CUT, 11 1/2 FEET SOUTH OF SOUTH RAIL, 46 FEET
 HY0013'SOUTHEAST AND ACROSS TRACK FROM TELEPHONE POLE NO. 175+24, 37
 HY0013'FEET EAST OF WEST END OF ROCK CUT, 22 FEET WEST-SOUTHWEST OF
 HY0013'SOUTH END OF A 12-INCH IRON PIPE CULVERT UNDER TRACK, AND ABOUT
 HY0013'4 FEET ABOVE LEVEL OF TRACK.
 HY0013
 HY0013                          STATION RECOVERY (1976)
 HY0013
 HY0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0013'RECOVERED IN GOOD CONDITION.
 HY0013
 HY0013                          STATION RECOVERY (1984)
 HY0013
 HY0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0629 ***********************************************************************
 HY0629  DESIGNATION -  X 116
 HY0629  PID         -  HY0629
 HY0629  STATE/COUNTY-  WV/CABELL
 HY0629  USGS QUAD   -  MILTON (1989)
 HY0629
 HY0629                         *CURRENT SURVEY CONTROL
 HY0629  ___________________________________________________________________
 HY0629* NAD 83(1986)-  38 28 57.     (N)    082 12 54.     (W)     SCALED    
 HY0629* NAVD 88     -       181.840  (meters)     596.59   (feet)  ADJUSTED  
 HY0629  ___________________________________________________________________
 HY0629  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY0629  DYNAMIC HT  -         181.718 (meters)     596.19  (feet)  COMP
 HY0629  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 HY0629
 HY0629  VERT ORDER  -  SECOND    CLASS 0
 HY0629
 HY0629.The horizontal coordinates were scaled from a topographic map and have
 HY0629.an estimated accuracy of +/- 6 seconds.
 HY0629
 HY0629.The orthometric height was determined by differential leveling
 HY0629.and adjusted by the National Geodetic Survey in June 1991..
 HY0629
 HY0629.The geoid height was determined by GEOID03.
 HY0629
 HY0629.The dynamic height is computed by dividing the NAVD 88
 HY0629.geopotential number by the normal gravity value computed on the
 HY0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0629.degrees latitude (g = 980.6199 gals.).
 HY0629
 HY0629.The modeled gravity was interpolated from observed gravity values.
 HY0629
 HY0629;                    North         East    Units  Estimated Accuracy
 HY0629;SPC WV S     -   165,240.      494,000.      MT  (+/- 180 meters Scaled)
 HY0629
 HY0629                          SUPERSEDED SURVEY CONTROL
 HY0629
 HY0629  NGVD 29 (??/??/92)  182.021  (m)          597.18   (f) ADJ UNCH    2 0
 HY0629
 HY0629.Superseded values are not recommended for survey control.
 HY0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0629.See file dsdata.txt to determine how the superseded data were derived.
 HY0629
 HY0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC940600(NAD 83)
 HY0629_MARKER: DB = BENCH MARK DISK
 HY0629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0629_SP_SET: ABUTMENT
 HY0629_STAMPING: X 116 1956
 HY0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0629
 HY0629  HISTORY     - Date     Condition        Report By
 HY0629  HISTORY     - 1956     MONUMENTED       CGS
 HY0629
 HY0629                          STATION DESCRIPTION
 HY0629
 HY0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0629'4.8 MI NW FROM YATES.
 HY0629'ABOUT 0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 HY0629'OF THE CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 1.45
 HY0629'MILES WEST ALONG A GRAVEL AND BLACK TOP ROAD, THENCE ABOUT 3.0
 HY0629'MILES NORTH ALONG A BLACK-TOP ROAD, ABOUT 72 YARDS NORTHEAST OF
 HY0629'NORTHEAST CORNER OF BEULAH ANN BAPTIST CHURCH, IN THE TOP OF
 HY0629'THE BOTTOM STEP OF THE EAST END OF SOUTH STONE MASONRY ABUTMENT
 HY0629'OF A 15-FOOT CONCRETE AND STEEL BRIDGE OVER CABELL CREEK, 1/2
 HY0629'FOOT WEST OF EAST END OF ABUTMENT AND ABOUT 3 1/2 FEET BELOW
 HY0629'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0443 ***********************************************************************
 HY0443  DESIGNATION -  X 117
 HY0443  PID         -  HY0443
 HY0443  STATE/COUNTY-  WV/CABELL
 HY0443  USGS QUAD   -  HUNTINGTON (1985)
 HY0443
 HY0443                         *CURRENT SURVEY CONTROL
 HY0443  ___________________________________________________________________
 HY0443* NAD 83(1986)-  38 24 53.     (N)    082 23 16.     (W)     SCALED    
 HY0443* NAVD 88     -       167.824  (meters)     550.60   (feet)  ADJUSTED  
 HY0443  ___________________________________________________________________
 HY0443  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HY0443  DYNAMIC HT  -         167.711 (meters)     550.23  (feet)  COMP
 HY0443  MODELED GRAV-     979,951.4   (mgal)                       NAVD 88
 HY0443
 HY0443  VERT ORDER  -  FIRST     CLASS II
 HY0443
 HY0443.The horizontal coordinates were scaled from a topographic map and have
 HY0443.an estimated accuracy of +/- 6 seconds.
 HY0443
 HY0443.The orthometric height was determined by differential leveling
 HY0443.and adjusted by the National Geodetic Survey in June 1991..
 HY0443
 HY0443.The geoid height was determined by GEOID03.
 HY0443
 HY0443.The dynamic height is computed by dividing the NAVD 88
 HY0443.geopotential number by the normal gravity value computed on the
 HY0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0443.degrees latitude (g = 980.6199 gals.).
 HY0443
 HY0443.The modeled gravity was interpolated from observed gravity values.
 HY0443
 HY0443;                    North         East    Units  Estimated Accuracy
 HY0443;SPC WV S     -   157,930.      478,810.      MT  (+/- 180 meters Scaled)
 HY0443
 HY0443                          SUPERSEDED SURVEY CONTROL
 HY0443
 HY0443  NGVD 29 (??/??/92)  168.009  (m)          551.21   (f) ADJ UNCH    1 2
 HY0443
 HY0443.Superseded values are not recommended for survey control.
 HY0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0443.See file dsdata.txt to determine how the superseded data were derived.
 HY0443
 HY0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC788527(NAD 83)
 HY0443_MARKER: DB = BENCH MARK DISK
 HY0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0443_SP_SET: FLOOD WALL
 HY0443_STAMPING: X 117 1956
 HY0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0443
 HY0443  HISTORY     - Date     Condition        Report By
 HY0443  HISTORY     - 1956     MONUMENTED       CGS
 HY0443
 HY0443                          STATION DESCRIPTION
 HY0443
 HY0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0443'AT GUYANDOT.
 HY0443'AT GUYANDOT, ALONG RIVERSIDE DRIVE, ABOUT 1.1 MILES SOUTHEAST
 HY0443'OF STATE HIGHWAY 2 BRIDGE OVER GUYANDOT RIVER, SET VERTICALLY
 HY0443'IN SOUTH FACE OF FLOODWALL AT ENTRANCE TO INCO PLANT OPPOSITE
 HY0443'A BRIDGE OVER GUYANDOT RIVER, SET DIRECTLY UNDER A PAINTED SIGN
 HY0443'INCO EMPLOYEES ENTRANCE, 30 FEET WEST OF CENTER LINE OF ENTRANCE,
 HY0443'45 FEET NORTH OF CENTER LINE OF RIVERSIDE DRIVE AND 2 FEET
 HY0443'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0224 ***********************************************************************
 HY0224  DESIGNATION -  X 118
 HY0224  PID         -  HY0224
 HY0224  STATE/COUNTY-  WV/MASON
 HY0224  USGS QUAD   -  GLENWOOD (1990)
 HY0224
 HY0224                         *CURRENT SURVEY CONTROL
 HY0224  ___________________________________________________________________
 HY0224* NAD 83(1986)-  38 35 09.     (N)    082 11 03.     (W)     SCALED    
 HY0224* NAVD 88     -       195.653  (meters)     641.90   (feet)  POSTED    
 HY0224  ___________________________________________________________________
 HY0224  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HY0224  DYNAMIC HT  -         195.530 (meters)     641.50  (feet)  COMP
 HY0224  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 HY0224
 HY0224  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0224
 HY0224.The horizontal coordinates were scaled from a topographic map and have
 HY0224.an estimated accuracy of +/- 6 seconds.
 HY0224
 HY0224.The orthometric height was determined by differential leveling
 HY0224.and adjusted by the National Geodetic Survey in 1992..
 HY0224.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0224.rate of 0.0 thru 1.0 mm/km.
 HY0224
 HY0224.The geoid height was determined by GEOID03.
 HY0224
 HY0224.The dynamic height is computed by dividing the NAVD 88
 HY0224.geopotential number by the normal gravity value computed on the
 HY0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0224.degrees latitude (g = 980.6199 gals.).
 HY0224
 HY0224.The modeled gravity was interpolated from observed gravity values.
 HY0224
 HY0224;                    North         East    Units  Estimated Accuracy
 HY0224;SPC WV S     -   176,670.      496,830.      MT  (+/- 180 meters Scaled)
 HY0224
 HY0224                          SUPERSEDED SURVEY CONTROL
 HY0224
 HY0224  NGVD 29 (??/??/92)  195.841  (m)          642.52   (f) ADJ UNCH    2 0
 HY0224
 HY0224.Superseded values are not recommended for survey control.
 HY0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0224.See file dsdata.txt to determine how the superseded data were derived.
 HY0224
 HY0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC968714(NAD 83)
 HY0224_MARKER: DB = BENCH MARK DISK
 HY0224_SETTING: 66 = SET IN ROCK OUTCROP
 HY0224_SP_SET: ROCK CUT
 HY0224_STAMPING: X 118 1956
 HY0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0224+STABILITY: POSITION/ELEVATION WELL
 HY0224
 HY0224  HISTORY     - Date     Condition        Report By
 HY0224  HISTORY     - 1956     MONUMENTED       CGS
 HY0224  HISTORY     - 1976     GOOD             NGS
 HY0224  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0224
 HY0224                          STATION DESCRIPTION
 HY0224
 HY0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0224'0.5 MI SE FROM GLENWOOD.
 HY0224'0.5 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HY0224'STATE HIGHWAY 2 AND POST OFFICE AT GLENWOOD, ABOUT 0.1 MILE
 HY0224'NORTH OF THE TOP OF A STEEP GRADE, SET VERTICALLY IN FACE
 HY0224'OF A ROCK CUT, 17 FEET EAST-NORTHEAST OF CENTER LINE OF ROAD,
 HY0224'68 FEET NORTHWEST OF EAST END OF A 24-INCH METAL PIPE CULVERT UNDER
 HY0224'ROAD, AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 HY0224
 HY0224                          STATION RECOVERY (1976)
 HY0224
 HY0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0224'RECOVERED IN GOOD CONDITION.
 HY0224
 HY0224                          STATION RECOVERY (1984)
 HY0224
 HY0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0224'NOT RECOVERED, CONSIDER DESTROYED AS ONLY THE STEM OF THE DISK
 HY0224'REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0221 ***********************************************************************
 HY0221  DESIGNATION -  X 119
 HY0221  PID         -  HY0221
 HY0221  STATE/COUNTY-  WV/MASON
 HY0221  USGS QUAD   -  GLENWOOD (1990)
 HY0221
 HY0221                         *CURRENT SURVEY CONTROL
 HY0221  ___________________________________________________________________
 HY0221* NAD 83(1986)-  38 32 18.     (N)    082 08 24.     (W)     SCALED    
 HY0221* NAVD 88     -       209.268  (meters)     686.57   (feet)  POSTED    
 HY0221  ___________________________________________________________________
 HY0221  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HY0221  DYNAMIC HT  -         209.130 (meters)     686.12  (feet)  COMP
 HY0221  MODELED GRAV-     979,953.4   (mgal)                       NAVD 88
 HY0221
 HY0221  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0221
 HY0221.The horizontal coordinates were scaled from a topographic map and have
 HY0221.an estimated accuracy of +/- 6 seconds.
 HY0221
 HY0221.The orthometric height was determined by differential leveling
 HY0221.and adjusted by the National Geodetic Survey in 1992..
 HY0221.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0221.rate of 0.0 thru 1.0 mm/km.
 HY0221
 HY0221.The geoid height was determined by GEOID03.
 HY0221
 HY0221.The dynamic height is computed by dividing the NAVD 88
 HY0221.geopotential number by the normal gravity value computed on the
 HY0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0221.degrees latitude (g = 980.6199 gals.).
 HY0221
 HY0221.The modeled gravity was interpolated from observed gravity values.
 HY0221
 HY0221;                    North         East    Units  Estimated Accuracy
 HY0221;SPC WV S     -   171,350.      500,620.      MT  (+/- 180 meters Scaled)
 HY0221
 HY0221                          SUPERSEDED SURVEY CONTROL
 HY0221
 HY0221  NGVD 29 (??/??/92)  209.450  (m)          687.17   (f) ADJ UNCH    2 0
 HY0221
 HY0221.Superseded values are not recommended for survey control.
 HY0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0221.See file dsdata.txt to determine how the superseded data were derived.
 HY0221
 HY0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC006661(NAD 83)
 HY0221_MARKER: DB = BENCH MARK DISK
 HY0221_SETTING: 66 = SET IN ROCK OUTCROP
 HY0221_SP_SET: ROCK OUTCROP
 HY0221_STAMPING: X 119 1956
 HY0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0221+STABILITY: POSITION/ELEVATION WELL
 HY0221
 HY0221  HISTORY     - Date     Condition        Report By
 HY0221  HISTORY     - 1956     MONUMENTED       CGS
 HY0221
 HY0221                          STATION DESCRIPTION
 HY0221
 HY0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0221'6.6 MI SE FROM GLENWOOD.
 HY0221'4.05 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HY0221'STATE HIGHWAY 2 AND POST OFFICE AT GLENWOOD, THENCE ABOUT 1.65
 HY0221'MILES SOUTHWEST AND SOUTH ALONG A DIRT ROAD, THENCE ABOUT 0.85
 HY0221'MILE SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 0.85 MILE SOUTH OF
 HY0221'BRIDGE OVER GUYAN CREEK, 199 FEET SOUTHWEST OF CENTER OF JUNCTION
 HY0221'OF DIRT ROAD AND A NORTHWEST-SOUTHEAST GRAVEL ROAD, 17 FEET NORTH
 HY0221'OF CENTER LINE OF DIRT ROAD, 65 FEET WEST-NORTHWEST AND ACROSS
 HY0221'ROAD FROM A TRIANGULAR BLAZED 10-INCH OAK TREE, 40 FEET NORTHWEST
 HY0221'AND ACROSS ROAD FROM A TRIANGULAR BLAZED 24-INCH OAK TREE, IN
 HY0221'THE TOP OF AN OUTCROPPING ROCK LEDGE ABOUT 6 BY 2 1/2 FEET AND
 HY0221'PROJECTING 2 FEET OUT OF GROUND, 1 FOOT NORTHEAST OF SOUTHWEST
 HY0221'EDGE OF LEDGE AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1590 ***********************************************************************
 HX1590  DESIGNATION -  X 12
 HX1590  PID         -  HX1590
 HX1590  STATE/COUNTY-  WV/WEBSTER
 HX1590  USGS QUAD   -  ERBACON (1976)
 HX1590
 HX1590                         *CURRENT SURVEY CONTROL
 HX1590  ___________________________________________________________________
 HX1590* NAD 83(1986)-  38 32 01.     (N)    080 34 39.     (W)     SCALED    
 HX1590* NAVD 88     -       457.053  (meters)    1499.51   (feet)  ADJUSTED  
 HX1590  ___________________________________________________________________
 HX1590  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HX1590  DYNAMIC HT  -         456.725 (meters)    1498.44  (feet)  COMP
 HX1590  MODELED GRAV-     979,896.6   (mgal)                       NAVD 88
 HX1590
 HX1590  VERT ORDER  -  SECOND    CLASS 0
 HX1590
 HX1590.The horizontal coordinates were scaled from a topographic map and have
 HX1590.an estimated accuracy of +/- 6 seconds.
 HX1590
 HX1590.The orthometric height was determined by differential leveling
 HX1590.and adjusted by the National Geodetic Survey in June 1991..
 HX1590
 HX1590.The geoid height was determined by GEOID03.
 HX1590
 HX1590.The dynamic height is computed by dividing the NAVD 88
 HX1590.geopotential number by the normal gravity value computed on the
 HX1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1590.degrees latitude (g = 980.6199 gals.).
 HX1590
 HX1590.The modeled gravity was interpolated from observed gravity values.
 HX1590
 HX1590;                    North         East    Units  Estimated Accuracy
 HX1590;SPC WV S     -   170,300.      636,840.      MT  (+/- 180 meters Scaled)
 HX1590
 HX1590                          SUPERSEDED SURVEY CONTROL
 HX1590
 HX1590  NGVD 29 (??/??/92)  457.196  (m)         1499.98   (f) ADJ UNCH    2 0
 HX1590
 HX1590.Superseded values are not recommended for survey control.
 HX1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1590.See file dsdata.txt to determine how the superseded data were derived.
 HX1590
 HX1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC368651(NAD 83)
 HX1590_MARKER: DB = BENCH MARK DISK
 HX1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1590_STAMPING: X 12 1933
 HX1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1590+STABILITY: SURFACE MOTION
 HX1590
 HX1590  HISTORY     - Date     Condition        Report By
 HX1590  HISTORY     - 1933     MONUMENTED       CGS
 HX1590  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1590  HISTORY     - 1965     MARK NOT FOUND   NGS
 HX1590
 HX1590                          STATION DESCRIPTION
 HX1590
 HX1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1590'1.4 MI N FROM ERBACON.
 HX1590'1.4 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1590'ERBACON, WEBSTER COUNTY, 0.3 MILE SOUTH OF MILEPOST C 82, AND
 HX1590'3 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND SET IN THE TOP
 HX1590'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 HX1590
 HX1590                          STATION RECOVERY (1965)
 HX1590
 HX1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HX1590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0944 ***********************************************************************
 KY0944  DESIGNATION -  X 120
 KY0944  PID         -  KY0944
 KY0944  STATE/COUNTY-  WV/OHIO
 KY0944  USGS QUAD   -  TILTONSVILLE (1985)
 KY0944
 KY0944                         *CURRENT SURVEY CONTROL
 KY0944  ___________________________________________________________________
 KY0944* NAD 83(1986)-  40 09 22.     (N)    080 38 24.     (W)     SCALED    
 KY0944* NAVD 88     -       253.765  (meters)     832.56   (feet)  ADJUSTED  
 KY0944  ___________________________________________________________________
 KY0944  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0944  DYNAMIC HT  -         253.626 (meters)     832.10  (feet)  COMP
 KY0944  MODELED GRAV-     980,073.7   (mgal)                       NAVD 88
 KY0944
 KY0944  VERT ORDER  -  SECOND    CLASS 0
 KY0944
 KY0944.The horizontal coordinates were scaled from a topographic map and have
 KY0944.an estimated accuracy of +/- 6 seconds.
 KY0944
 KY0944.The orthometric height was determined by differential leveling
 KY0944.and adjusted by the National Geodetic Survey in June 1991..
 KY0944
 KY0944.The geoid height was determined by GEOID03.
 KY0944
 KY0944.The dynamic height is computed by dividing the NAVD 88
 KY0944.geopotential number by the normal gravity value computed on the
 KY0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0944.degrees latitude (g = 980.6199 gals.).
 KY0944
 KY0944.The modeled gravity was interpolated from observed gravity values.
 KY0944
 KY0944;                    North         East    Units  Estimated Accuracy
 KY0944;SPC WV N     -   184,480.      502,880.      MT  (+/- 180 meters Scaled)
 KY0944
 KY0944                          SUPERSEDED SURVEY CONTROL
 KY0944
 KY0944  NGVD 29 (??/??/92)  253.941  (m)          833.14   (f) ADJ UNCH    2 0
 KY0944
 KY0944.Superseded values are not recommended for survey control.
 KY0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0944.See file dsdata.txt to determine how the superseded data were derived.
 KY0944
 KY0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE306451(NAD 83)
 KY0944_MARKER: DB = BENCH MARK DISK
 KY0944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0944_SP_SET: BRIDGE
 KY0944_STAMPING: X 120 1957
 KY0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0944
 KY0944  HISTORY     - Date     Condition        Report By
 KY0944  HISTORY     - 1957     MONUMENTED       CGS
 KY0944
 KY0944                          STATION DESCRIPTION
 KY0944
 KY0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0944'2.8 MI SW FROM WEST LIBERTY.
 KY0944'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE WEST
 KY0944'LIBERTY HIGH SCHOOL GYMNASIUM AT WEST LIBERTY, THENCE 2.1 MILES
 KY0944'SOUTHWEST ALONG A BLACK TOP ROAD ALONG THE NORTH FORK OF SHORT
 KY0944'CREEK, NEAR THE SOUTHWEST CORNER OF THE YARD OF THE RED BRICK
 KY0944'SHORT CREEK METHODIST CHURCH, ON TOP OF THE SOUTHEAST END OF THE
 KY0944'NORTHWEST WINGWALL OF A CONCRETE BRIDGE, 16 FEET NORTH OF THE
 KY0944'CENTER LINE OF THE BLACK TOP ROAD, 3/4 FEET NORTH OF THE CONCRETE
 KY0944'BANNISTER AND ABOUT LEVEL WITH THE ROAD.  NOTE-- MARK IS REACHED
 KY0944'FROM SHORT CREEK, BY GOING ABOUT 3.65 MILES SOUTHEAST ALONG SHORT
 KY0944'CREEK ROAD FROM THE JUNCTION OF STATE HIGHWAY 2 AT SHORT CREEK,
 KY0944'THENCE ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FOLLOWING
 KY0944'NORTH FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0900 ***********************************************************************
 KY0900  DESIGNATION -  X 121
 KY0900  PID         -  KY0900
 KY0900  STATE/COUNTY-  WV/MARSHALL
 KY0900  USGS QUAD   -  WHEELING (1994)
 KY0900
 KY0900                         *CURRENT SURVEY CONTROL
 KY0900  ___________________________________________________________________
 KY0900* NAD 83(1986)-  40 00 30.     (N)    080 38 17.     (W)     SCALED    
 KY0900* NAVD 88     -       220.081  (meters)     722.05   (feet)  ADJUSTED  
 KY0900  ___________________________________________________________________
 KY0900  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KY0900  DYNAMIC HT  -         219.954 (meters)     721.63  (feet)  COMP
 KY0900  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 KY0900
 KY0900  VERT ORDER  -  SECOND    CLASS 0
 KY0900
 KY0900.The horizontal coordinates were scaled from a topographic map and have
 KY0900.an estimated accuracy of +/- 6 seconds.
 KY0900
 KY0900.The orthometric height was determined by differential leveling
 KY0900.and adjusted by the National Geodetic Survey in June 1991..
 KY0900
 KY0900.The geoid height was determined by GEOID03.
 KY0900
 KY0900.The dynamic height is computed by dividing the NAVD 88
 KY0900.geopotential number by the normal gravity value computed on the
 KY0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0900.degrees latitude (g = 980.6199 gals.).
 KY0900
 KY0900.The modeled gravity was interpolated from observed gravity values.
 KY0900
 KY0900;                    North         East    Units  Estimated Accuracy
 KY0900;SPC WV N     -   168,070.      502,840.      MT  (+/- 180 meters Scaled)
 KY0900
 KY0900                          SUPERSEDED SURVEY CONTROL
 KY0900
 KY0900  NGVD 29 (??/??/92)  220.228  (m)          722.53   (f) ADJ UNCH    2 0
 KY0900
 KY0900.Superseded values are not recommended for survey control.
 KY0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0900.See file dsdata.txt to determine how the superseded data were derived.
 KY0900
 KY0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE308287(NAD 83)
 KY0900_MARKER: DB = BENCH MARK DISK
 KY0900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0900_SP_SET: BRIDGE
 KY0900_STAMPING: X 121 1957
 KY0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0900
 KY0900  HISTORY     - Date     Condition        Report By
 KY0900  HISTORY     - 1957     MONUMENTED       CGS
 KY0900
 KY0900                          STATION DESCRIPTION
 KY0900
 KY0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0900'3.6 MI S FROM ELM GROVE.
 KY0900'ABOUT 3.6 MILES SOUTH ALONG A BLACK TOP ROAD FOLLOWING WHEELING
 KY0900'CREEK FROM THE PUBLIC SCHOOL AT ELM GROVE, ABOUT 0.35 MILE
 KY0900'NORTH OF A BRIDGE OVER WHEELING CREEK, IN THE TOP OF SOUTHWEST
 KY0900'END OF NORTHEAST WING WALL OF A 30-FOOT CONCRETE BRIDGE OVER
 KY0900'GRANDSTAFF RUN, 14 1/2 FEET EAST OF CENTER LINE OF ROAD, 2 1/2
 KY0900'FEET NORTHEAST OF NORTH END OF CONCRETE BANISTER AND 1/2 FOOT
 KY0900'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0748 ***********************************************************************
 JX0748  DESIGNATION -  X 123
 JX0748  PID         -  JX0748
 JX0748  STATE/COUNTY-  WV/MARSHALL
 JX0748  USGS QUAD   -  MAJORSVILLE (1988)
 JX0748
 JX0748                         *CURRENT SURVEY CONTROL
 JX0748  ___________________________________________________________________
 JX0748* NAD 83(1986)-  39 53 42.     (N)    080 35 58.     (W)     SCALED    
 JX0748* NAVD 88     -       429.046  (meters)    1407.63   (feet)  ADJUSTED  
 JX0748  ___________________________________________________________________
 JX0748  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX0748  DYNAMIC HT  -         428.796 (meters)    1406.81  (feet)  COMP
 JX0748  MODELED GRAV-     980,029.5   (mgal)                       NAVD 88
 JX0748
 JX0748  VERT ORDER  -  SECOND    CLASS 0
 JX0748
 JX0748.The horizontal coordinates were scaled from a topographic map and have
 JX0748.an estimated accuracy of +/- 6 seconds.
 JX0748
 JX0748.The orthometric height was determined by differential leveling
 JX0748.and adjusted by the National Geodetic Survey in June 1991..
 JX0748
 JX0748.The geoid height was determined by GEOID03.
 JX0748
 JX0748.The dynamic height is computed by dividing the NAVD 88
 JX0748.geopotential number by the normal gravity value computed on the
 JX0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0748.degrees latitude (g = 980.6199 gals.).
 JX0748
 JX0748.The modeled gravity was interpolated from observed gravity values.
 JX0748
 JX0748;                    North         East    Units  Estimated Accuracy
 JX0748;SPC WV N     -   155,450.      505,980.      MT  (+/- 180 meters Scaled)
 JX0748
 JX0748                          SUPERSEDED SURVEY CONTROL
 JX0748
 JX0748  NGVD 29 (??/??/92)  429.187  (m)         1408.09   (f) ADJ UNCH    2 0
 JX0748
 JX0748.Superseded values are not recommended for survey control.
 JX0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0748.See file dsdata.txt to determine how the superseded data were derived.
 JX0748
 JX0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE342161(NAD 83)
 JX0748_MARKER: DB = BENCH MARK DISK
 JX0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0748_STAMPING: X 123 1957
 JX0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0748+STABILITY: SURFACE MOTION
 JX0748
 JX0748  HISTORY     - Date     Condition        Report By
 JX0748  HISTORY     - 1957     MONUMENTED       CGS
 JX0748
 JX0748                          STATION DESCRIPTION
 JX0748
 JX0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0748'2.4 MI SE FROM PLEASANT VALLEY.
 JX0748'ABOUT 2.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 JX0748'METHODIST CHURCH AT PLEASANT VALLEY, ABOUT 1.15 MILES NORTH OF
 JX0748'THE CHURCH AND CEMETERY AT BEELERS, 0.15 MILE NORTH OF JUNCTION
 JX0748'OF A GRAVEL ROAD LEADING WEST-SOUTHWEST, 21 1/2 FEET EAST OF CENTER
 JX0748'LINE OF HIGHWAY, 47 FEET EAST AND ACROSS HIGHWAY FROM THE EAST FACE
 JX0748'OF A SILO, 30 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF A
 JX0748'BARN, 153 FEET SOUTH OF SOUTHWEST CORNER OF A 2-STORY FARM HOUSE,
 JX0748'2 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW LEVEL
 JX0748'OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JX0748'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0778 ***********************************************************************
 JX0778  DESIGNATION -  X 124
 JX0778  PID         -  JX0778
 JX0778  STATE/COUNTY-  WV/MARSHALL
 JX0778  USGS QUAD   -  MAJORSVILLE (1988)
 JX0778
 JX0778                         *CURRENT SURVEY CONTROL
 JX0778  ___________________________________________________________________
 JX0778* NAD 83(1986)-  39 57 19.     (N)    080 33 27.     (W)     SCALED    
 JX0778* NAVD 88     -       248.941  (meters)     816.73   (feet)  ADJUSTED  
 JX0778  ___________________________________________________________________
 JX0778  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JX0778  DYNAMIC HT  -         248.794 (meters)     816.25  (feet)  COMP
 JX0778  MODELED GRAV-     980,027.6   (mgal)                       NAVD 88
 JX0778
 JX0778  VERT ORDER  -  SECOND    CLASS 0
 JX0778
 JX0778.The horizontal coordinates were scaled from a topographic map and have
 JX0778.an estimated accuracy of +/- 6 seconds.
 JX0778
 JX0778.The orthometric height was determined by differential leveling
 JX0778.and adjusted by the National Geodetic Survey in June 1991..
 JX0778
 JX0778.The geoid height was determined by GEOID03.
 JX0778
 JX0778.The dynamic height is computed by dividing the NAVD 88
 JX0778.geopotential number by the normal gravity value computed on the
 JX0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0778.degrees latitude (g = 980.6199 gals.).
 JX0778
 JX0778.The modeled gravity was interpolated from observed gravity values.
 JX0778
 JX0778;                    North         East    Units  Estimated Accuracy
 JX0778;SPC WV N     -   162,100.      509,640.      MT  (+/- 180 meters Scaled)
 JX0778
 JX0778                          SUPERSEDED SURVEY CONTROL
 JX0778
 JX0778  NGVD 29 (??/??/92)  249.080  (m)          817.19   (f) ADJ UNCH    2 0
 JX0778
 JX0778.Superseded values are not recommended for survey control.
 JX0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0778.See file dsdata.txt to determine how the superseded data were derived.
 JX0778
 JX0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE377228(NAD 83)
 JX0778_MARKER: DB = BENCH MARK DISK
 JX0778_SETTING: 66 = SET IN ROCK OUTCROP
 JX0778_SP_SET: UNSPECIFIED ROCK
 JX0778_STAMPING: X 124 1957
 JX0778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0778+STABILITY: POSITION/ELEVATION WELL
 JX0778
 JX0778  HISTORY     - Date     Condition        Report By
 JX0778  HISTORY     - 1957     MONUMENTED       CGS
 JX0778
 JX0778                          STATION DESCRIPTION
 JX0778
 JX0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0778'2.6 MI SE FROM VIOLA.
 JX0778'ABOUT 2.65 MILES SOUTHEAST ALONG A DIRT ROAD FOLLOWING WHEELING
 JX0778'CREEK FROM THE JUNCTION OF DALLAS-LIMESTONE ROAD AND WHEELING
 JX0778'CREEK INN AT VIOLA, ABOUT 1.25 MILES NORTHWEST OF JUNCTION OF
 JX0778'CALIS-MAJORSVILLE ROAD, 19 FEET WEST-NORTHWEST OF CENTER LINE
 JX0778'OF ROAD, 115 YARDS NORTH OF CROSSING OF A DRY CREEK BRANCH, SET
 JX0778'VERTICALLY IN THE EAST-SOUTHEAST FACE OF A 2 1/2-FOOT THICK LAYER
 JX0778'OF ROCK AT BOTTOM OF A HILLSIDE, AND 2 FEET ABOVE LEVEL OF ROAD.
 JX0778'NOTE-- MARK IS REACHED FROM MOUNT HOPE CHURCH AND CEMETERY AT
 JX0778'CALIS BY GOING 2.05 MILES NORTH ALONG A ROAD LEADING TO
 JX0778'MAJORSVILLE, THENCE ABOUT 1.25 MILES NORTHWEST ALONG A ROAD
 JX0778'FOLLOWING WHEELING CREEK AND LEADING TO VIOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0542 ***********************************************************************
 JX0542  DESIGNATION -  X 125
 JX0542  PID         -  JX0542
 JX0542  STATE/COUNTY-  WV/WETZEL
 JX0542  USGS QUAD   -  LITTLETON (1976)
 JX0542
 JX0542                         *CURRENT SURVEY CONTROL
 JX0542  ___________________________________________________________________
 JX0542* NAD 83(1986)-  39 43 08.     (N)    080 36 22.     (W)     SCALED    
 JX0542* NAVD 88     -       439.064  (meters)    1440.50   (feet)  POSTED    
 JX0542  ___________________________________________________________________
 JX0542  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JX0542  DYNAMIC HT  -         438.810 (meters)    1439.66  (feet)  COMP
 JX0542  MODELED GRAV-     980,036.9   (mgal)                       NAVD 88
 JX0542
 JX0542  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JX0542
 JX0542.The horizontal coordinates were scaled from a topographic map and have
 JX0542.an estimated accuracy of +/- 6 seconds.
 JX0542
 JX0542.The orthometric height was determined by differential leveling
 JX0542.and adjusted by the National Geodetic Survey in 1992..
 JX0542.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JX0542.rate of 3.1 thru 4.0 mm/km.
 JX0542
 JX0542.The geoid height was determined by GEOID03.
 JX0542
 JX0542.The dynamic height is computed by dividing the NAVD 88
 JX0542.geopotential number by the normal gravity value computed on the
 JX0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0542.degrees latitude (g = 980.6199 gals.).
 JX0542
 JX0542.The modeled gravity was interpolated from observed gravity values.
 JX0542
 JX0542;                    North         East    Units  Estimated Accuracy
 JX0542;SPC WV N     -   135,900.      505,170.      MT  (+/- 180 meters Scaled)
 JX0542
 JX0542                          SUPERSEDED SURVEY CONTROL
 JX0542
 JX0542  NGVD 29 (??/??/92)  439.201  (m)         1440.95   (f) ADJ UNCH    2 0
 JX0542
 JX0542.Superseded values are not recommended for survey control.
 JX0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0542.See file dsdata.txt to determine how the superseded data were derived.
 JX0542
 JX0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND337966(NAD 83)
 JX0542_MARKER: DB = BENCH MARK DISK
 JX0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0542_STAMPING: X 125 1957
 JX0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0542+STABILITY: SURFACE MOTION
 JX0542
 JX0542  HISTORY     - Date     Condition        Report By
 JX0542  HISTORY     - 1957     MONUMENTED       CGS
 JX0542
 JX0542                          STATION DESCRIPTION
 JX0542
 JX0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0542'3 MI NE FROM SILVER HILL.
 JX0542'ABOUT 2.95 MILES NORTHEAST ALONG STATE HIGHWAY 89 FROM THE BRIDGE
 JX0542'OVER LAUREL RUN AT SILVER HILL, ABOUT 0.1 MILE SOUTH OF THE
 JX0542'MARSHALL-WETZEL COUNTY LINE, ABOUT 0.3 MILE NORTH OF A 2-STORY
 JX0542'FRAME HOUSE, 18 FEET EAST OF CENTER LINE OF HIGHWAY, 101 FEET
 JX0542'NORTH OF EAST END OF AN 18-INCH PIPE CULVERT UNDER HIGHWAY, 5
 JX0542'FEET SOUTH OF A GATE POST, 1 1/2 FEET WEST OF A FENCE LINE, AT A
 JX0542'BREAK IN GRADE, 2 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT
 JX0542'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX0542'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0561 ***********************************************************************
 JX0561  DESIGNATION -  X 126
 JX0561  PID         -  JX0561
 JX0561  STATE/COUNTY-  WV/WETZEL
 JX0561  USGS QUAD   -  WILEYVILLE (1976)
 JX0561
 JX0561                         *CURRENT SURVEY CONTROL
 JX0561  ___________________________________________________________________
 JX0561* NAD 83(1986)-  39 43 09.     (N)    080 44 54.     (W)     SCALED    
 JX0561* NAVD 88     -       428.949  (meters)    1407.31   (feet)  ADJUSTED  
 JX0561  ___________________________________________________________________
 JX0561  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JX0561  DYNAMIC HT  -         428.705 (meters)    1406.51  (feet)  COMP
 JX0561  MODELED GRAV-     980,043.7   (mgal)                       NAVD 88
 JX0561
 JX0561  VERT ORDER  -  SECOND    CLASS 0
 JX0561
 JX0561.The horizontal coordinates were scaled from a topographic map and have
 JX0561.an estimated accuracy of +/- 6 seconds.
 JX0561
 JX0561.The orthometric height was determined by differential leveling
 JX0561.and adjusted by the National Geodetic Survey in June 1991..
 JX0561
 JX0561.The geoid height was determined by GEOID03.
 JX0561
 JX0561.The dynamic height is computed by dividing the NAVD 88
 JX0561.geopotential number by the normal gravity value computed on the
 JX0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0561.degrees latitude (g = 980.6199 gals.).
 JX0561
 JX0561.The modeled gravity was interpolated from observed gravity values.
 JX0561
 JX0561;                    North         East    Units  Estimated Accuracy
 JX0561;SPC WV N     -   136,090.      492,970.      MT  (+/- 180 meters Scaled)
 JX0561
 JX0561                          SUPERSEDED SURVEY CONTROL
 JX0561
 JX0561  NGVD 29 (??/??/92)  429.109  (m)         1407.84   (f) ADJ UNCH    2 0
 JX0561
 JX0561.Superseded values are not recommended for survey control.
 JX0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0561.See file dsdata.txt to determine how the superseded data were derived.
 JX0561
 JX0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND215966(NAD 83)
 JX0561_MARKER: DB = BENCH MARK DISK
 JX0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0561_SP_SET: LOADING DOCK
 JX0561_STAMPING: X 126 1957
 JX0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0561
 JX0561  HISTORY     - Date     Condition        Report By
 JX0561  HISTORY     - 1957     MONUMENTED       CGS
 JX0561
 JX0561                          STATION DESCRIPTION
 JX0561
 JX0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0561'5 MI NW FROM NEWDALE.
 JX0561'ABOUT 3.5 MILES NORTHWEST ALONG STATE HIGHWAY 89 FROM THE ROAD
 JX0561'JUNCTION AT NEWDALE, THENCE ABOUT 1.5 MILES NORTHWEST ALONG A
 JX0561'BLACK TOP ROAD, ABOUT 75 YARDS SOUTH OF JUNCTION OF ROAD EAST,
 JX0561'AT THE N.J. CLEW FARM, SET VERTICALLY IN THE SOUTHEAST FACE OF
 JX0561'CONCRETE RETAINING WALL OF LOADING DOCK, 20 FEET NORTHWEST OF
 JX0561'CENTER LINE OF ROAD, 6 FEET SOUTHWEST OF NORTHEAST END OF
 JX0561'RETAINING WALL, 6 FEET SOUTH OF SOUTH CORNER OF A BARN (MILK
 JX0561'HOUSE) AND ABOUT 3 FEET ABOVE THE LEVEL OF ROAD.  NOTE-- MARK IS
 JX0561'ABOUT 3.4 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 JX0561'SCHOOL AND CROSSROAD AT FAIRVIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0715 ***********************************************************************
 JX0715  DESIGNATION -  X 127
 JX0715  PID         -  JX0715
 JX0715  STATE/COUNTY-  WV/MARSHALL
 JX0715  USGS QUAD   -  POWHATAN POINT (1984)
 JX0715
 JX0715                         *CURRENT SURVEY CONTROL
 JX0715  ___________________________________________________________________
 JX0715* NAD 83(1986)-  39 47 39.     (N)    080 45 27.     (W)     SCALED    
 JX0715* NAVD 88     -       198.778  (meters)     652.16   (feet)  ADJUSTED  
 JX0715  ___________________________________________________________________
 JX0715  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JX0715  DYNAMIC HT  -         198.667 (meters)     651.79  (feet)  COMP
 JX0715  MODELED GRAV-     980,062.5   (mgal)                       NAVD 88
 JX0715
 JX0715  VERT ORDER  -  SECOND    CLASS 0
 JX0715
 JX0715.The horizontal coordinates were scaled from a topographic map and have
 JX0715.an estimated accuracy of +/- 6 seconds.
 JX0715
 JX0715.The orthometric height was determined by differential leveling
 JX0715.and adjusted by the National Geodetic Survey in June 1991..
 JX0715
 JX0715.The geoid height was determined by GEOID03.
 JX0715
 JX0715.The dynamic height is computed by dividing the NAVD 88
 JX0715.geopotential number by the normal gravity value computed on the
 JX0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0715.degrees latitude (g = 980.6199 gals.).
 JX0715
 JX0715.The modeled gravity was interpolated from observed gravity values.
 JX0715
 JX0715;                    North         East    Units  Estimated Accuracy
 JX0715;SPC WV N     -   144,430.      492,310.      MT  (+/- 180 meters Scaled)
 JX0715
 JX0715                          SUPERSEDED SURVEY CONTROL
 JX0715
 JX0715  NGVD 29 (??/??/92)  198.922  (m)          652.63   (f) ADJ UNCH    2 0
 JX0715
 JX0715.Superseded values are not recommended for survey control.
 JX0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0715.See file dsdata.txt to determine how the superseded data were derived.
 JX0715
 JX0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE207049(NAD 83)
 JX0715_MARKER: DB = BENCH MARK DISK
 JX0715_SETTING: 66 = SET IN ROCK OUTCROP
 JX0715_SP_SET: ROCK CUT
 JX0715_STAMPING: X 127 1957
 JX0715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0715+STABILITY: POSITION/ELEVATION WELL
 JX0715
 JX0715  HISTORY     - Date     Condition        Report By
 JX0715  HISTORY     - 1957     MONUMENTED       CGS
 JX0715  HISTORY     - 1983     GOOD             NGS
 JX0715
 JX0715                          STATION DESCRIPTION
 JX0715
 JX0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0715'4.2 MI SE FROM GRAYSVILLE.
 JX0715'ABOUT 4.15 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING FISH
 JX0715'CREEK FROM THE SCHOOL AT GRAYSVILLE, ABOUT 0.85 MILE NORTHWEST
 JX0715'OF A STEEL BRIDGE OVER FISH CREEK, ABOUT 0.25 MILE SOUTHEAST OF
 JX0715'A 2-STORY FRAME HOUSE, 0.1 MILE SOUTHEAST OF JUNCTION OF A ROAD
 JX0715'NORTHEAST TO A FIELD, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 JX0715'ROCK CUT, ACROSS ROAD AND FISH CREEK FROM A LARGE 2-STORY FRAME
 JX0715'HOUSE WHICH IS LOCATED ABOUT 100 YARDS FROM CREEK BANK, 116 FEET
 JX0715'SOUTHEAST OF NORTHEAST END OF AN 18-INCH PIPE CULVERT UNDER ROAD,
 JX0715'20 1/2 FEET NORTHEAST OF CENTER LINE OF ROAD AND ABOUT 3 FEET
 JX0715'ABOVE LEVEL OF ROAD.
 JX0715
 JX0715                          STATION RECOVERY (1983)
 JX0715
 JX0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0609 ***********************************************************************
 JX0609  DESIGNATION -  X 128
 JX0609  PID         -  JX0609
 JX0609  STATE/COUNTY-  WV/WETZEL
 JX0609  USGS QUAD   -  LITTLETON (1976)
 JX0609
 JX0609                         *CURRENT SURVEY CONTROL
 JX0609  ___________________________________________________________________
 JX0609* NAD 83(1986)-  39 37 38.     (N)    080 35 21.     (W)     SCALED    
 JX0609* NAVD 88     -       325.650  (meters)    1068.40   (feet)  ADJUSTED  
 JX0609  ___________________________________________________________________
 JX0609  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JX0609  DYNAMIC HT  -         325.459 (meters)    1067.78  (feet)  COMP
 JX0609  MODELED GRAV-     980,032.4   (mgal)                       NAVD 88
 JX0609
 JX0609  VERT ORDER  -  SECOND    CLASS 0
 JX0609
 JX0609.The horizontal coordinates were scaled from a topographic map and have
 JX0609.an estimated accuracy of +/- 6 seconds.
 JX0609
 JX0609.The orthometric height was determined by differential leveling
 JX0609.and adjusted by the National Geodetic Survey in June 1991..
 JX0609
 JX0609.The geoid height was determined by GEOID03.
 JX0609
 JX0609.The dynamic height is computed by dividing the NAVD 88
 JX0609.geopotential number by the normal gravity value computed on the
 JX0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0609.degrees latitude (g = 980.6199 gals.).
 JX0609
 JX0609.The modeled gravity was interpolated from observed gravity values.
 JX0609
 JX0609;                    North         East    Units  Estimated Accuracy
 JX0609;SPC WV N     -   125,710.      506,500.      MT  (+/- 180 meters Scaled)
 JX0609
 JX0609                          SUPERSEDED SURVEY CONTROL
 JX0609
 JX0609  NGVD 29 (??/??/92)  325.802  (m)         1068.90   (f) ADJ UNCH    2 0
 JX0609
 JX0609.Superseded values are not recommended for survey control.
 JX0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0609.See file dsdata.txt to determine how the superseded data were derived.
 JX0609
 JX0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND352864(NAD 83)
 JX0609_MARKER: DB = BENCH MARK DISK
 JX0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0609_SP_SET: CULVERT
 JX0609_STAMPING: X 128 1957
 JX0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0609
 JX0609  HISTORY     - Date     Condition        Report By
 JX0609  HISTORY     - 1957     MONUMENTED       CGS
 JX0609
 JX0609                          STATION DESCRIPTION
 JX0609
 JX0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0609'2 MI SW FROM UNIONTOWN.
 JX0609'ABOUT 2.05 MILES SOUTHWEST AND WEST ALONG STATE HIGHWAY 7 FROM
 JX0609'THE POST OFFICE AND ROAD JUNCTION AT UNIONTOWN, ABOUT 0.7 MILE
 JX0609'EAST OF LONG VALLEY CHURCH OF CHRIST, ABOUT 1.0 MILE SOUTHWEST
 JX0609'OF JUNCTION OF A ROAD NORTH, IN THE TOP OF EAST END OF NORTH
 JX0609'HEAD WALL OF A 5-FOOT CONCRETE BOX CULVERT, 24 FEET NORTH OF
 JX0609'CENTER LINE OF HIGHWAY, 1 FOOT WEST OF EAST END OF HEAD WALL
 JX0609'AND ABOUT 8 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0673 ***********************************************************************
 JX0673  DESIGNATION -  X 129
 JX0673  PID         -  JX0673
 JX0673  STATE/COUNTY-  WV/WETZEL
 JX0673  USGS QUAD   -  BIG RUN (1976)
 JX0673
 JX0673                         *CURRENT SURVEY CONTROL
 JX0673  ___________________________________________________________________
 JX0673* NAD 83(1986)-  39 37 14.     (N)    080 32 26.     (W)     SCALED    
 JX0673* NAVD 88     -       402.673  (meters)    1321.10   (feet)  ADJUSTED  
 JX0673  ___________________________________________________________________
 JX0673  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JX0673  DYNAMIC HT  -         402.437 (meters)    1320.33  (feet)  COMP
 JX0673  MODELED GRAV-     980,030.0   (mgal)                       NAVD 88
 JX0673
 JX0673  VERT ORDER  -  SECOND    CLASS 0
 JX0673
 JX0673.The horizontal coordinates were scaled from a topographic map and have
 JX0673.an estimated accuracy of +/- 6 seconds.
 JX0673
 JX0673.The orthometric height was determined by differential leveling
 JX0673.and adjusted by the National Geodetic Survey in June 1991..
 JX0673
 JX0673.The geoid height was determined by GEOID03.
 JX0673
 JX0673.The dynamic height is computed by dividing the NAVD 88
 JX0673.geopotential number by the normal gravity value computed on the
 JX0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0673.degrees latitude (g = 980.6199 gals.).
 JX0673
 JX0673.The modeled gravity was interpolated from observed gravity values.
 JX0673
 JX0673;                    North         East    Units  Estimated Accuracy
 JX0673;SPC WV N     -   124,920.      510,660.      MT  (+/- 180 meters Scaled)
 JX0673
 JX0673                          SUPERSEDED SURVEY CONTROL
 JX0673
 JX0673  NGVD 29 (??/??/92)  402.827  (m)         1321.61   (f) ADJ UNCH    2 0
 JX0673
 JX0673.Superseded values are not recommended for survey control.
 JX0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0673.See file dsdata.txt to determine how the superseded data were derived.
 JX0673
 JX0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND394857(NAD 83)
 JX0673_MARKER: DB = BENCH MARK DISK
 JX0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0673_STAMPING: X 129 1957
 JX0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0673+STABILITY: SURFACE MOTION
 JX0673
 JX0673  HISTORY     - Date     Condition        Report By
 JX0673  HISTORY     - 1957     MONUMENTED       CGS
 JX0673
 JX0673                          STATION DESCRIPTION
 JX0673
 JX0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0673'0.2 MI SE FROM KODOL.
 JX0673'ABOUT 0.2 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE
 JX0673'AND JUNCTION OF BLACK TOP ROAD AT KODOL, ABOUT 0.65 MILE
 JX0673'NORTHWEST OF A SMALL CEMETERY AND ABANDONED CHURCH BUILDING,
 JX0673'ABOUT 0.35 MILE NORTH OF SIDE ROAD LEADING SOUTH-SOUTHWEST, ON
 JX0673'THE OUTSIDE AND NEAR NORTHEAST END OF A CURVE WITH TANGENTS
 JX0673'EXTENDING NORTHEAST AND NORTHWEST, ON THE NORTHWEST SLOPE OF A
 JX0673'GRADE, AT A GATE TO THE ENTRANCE TO AN OPEN FIELD AND AN OLD
 JX0673'ABANDONED HOUSE, 27 FEET SOUTHEAST OF CENTER LINE OF ROAD, 15 1/2
 JX0673'FEET NORTHEAST OF A 10-INCH HICKORY TREE WHICH IS IN A T FENCE
 JX0673'CORNER, 2 FEET NORTHWEST OF A FENCE LINE, 2 FEET SOUTHWEST OF A
 JX0673'CONCRETE WITNESS POST, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND SET
 JX0673'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1089 ***********************************************************************
 HX1089  DESIGNATION -  X 13
 HX1089  PID         -  HX1089
 HX1089  STATE/COUNTY-  WV/NICHOLAS
 HX1089  USGS QUAD   -  GILBOA (1976)
 HX1089
 HX1089                         *CURRENT SURVEY CONTROL
 HX1089  ___________________________________________________________________
 HX1089* NAD 83(1986)-  38 17 44.     (N)    080 56 35.     (W)     SCALED    
 HX1089* NAVD 88     -       390.999  (meters)    1282.80   (feet)  ADJUSTED  
 HX1089  ___________________________________________________________________
 HX1089  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HX1089  DYNAMIC HT  -         390.715 (meters)    1281.87  (feet)  COMP
 HX1089  MODELED GRAV-     979,890.7   (mgal)                       NAVD 88
 HX1089
 HX1089  VERT ORDER  -  SECOND    CLASS 0
 HX1089
 HX1089.The horizontal coordinates were scaled from a topographic map and have
 HX1089.an estimated accuracy of +/- 6 seconds.
 HX1089
 HX1089.The orthometric height was determined by differential leveling
 HX1089.and adjusted by the National Geodetic Survey in June 1991..
 HX1089.WARNING-Repeat measurements at this control monument indicate possible
 HX1089.vertical movement.
 HX1089
 HX1089.The geoid height was determined by GEOID03.
 HX1089
 HX1089.The dynamic height is computed by dividing the NAVD 88
 HX1089.geopotential number by the normal gravity value computed on the
 HX1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1089.degrees latitude (g = 980.6199 gals.).
 HX1089
 HX1089.The modeled gravity was interpolated from observed gravity values.
 HX1089
 HX1089;                    North         East    Units  Estimated Accuracy
 HX1089;SPC WV S     -   143,790.      604,980.      MT  (+/- 180 meters Scaled)
 HX1089
 HX1089                          SUPERSEDED SURVEY CONTROL
 HX1089
 HX1089  NGVD 29 (??/??/92)  391.171  (m)         1283.37   (f) ADJ UNCH    2 0
 HX1089
 HX1089.Superseded values are not recommended for survey control.
 HX1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1089.See file dsdata.txt to determine how the superseded data were derived.
 HX1089
 HX1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC049386(NAD 83)
 HX1089_MARKER: DB = BENCH MARK DISK
 HX1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1089_STAMPING: X 13 1934
 HX1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1089+STABILITY: SURFACE MOTION
 HX1089
 HX1089  HISTORY     - Date     Condition        Report By
 HX1089  HISTORY     - 1934     MONUMENTED       CGS
 HX1089  HISTORY     - 1961     GOOD             NGS
 HX1089
 HX1089                          STATION DESCRIPTION
 HX1089
 HX1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1089'0.8 MI SW FROM GILBOA.
 HX1089'ABOUT 0.85 MILE SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1089'OFFICE AT GILBOA, AT THE INSIDE OF A LONG CURVE, AT THE EAST
 HX1089'CORNER OF A SMALL CLEARING, NEAR THE JUNCTION OF A NARROW GRAVEL
 HX1089'ROAD LEADING NORTHWEST, 22 FEET NORTHWEST OF THE CENTER LINE
 HX1089'OF THE HIGHWAY, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX1089'ROAD, 45 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE WEST CORNER
 HX1089'OF A 6 FOOT BOX CULVERT UNDER THE HIGHWAY, 1 FOOT SOUTHEAST OF A
 HX1089'METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 HX1089'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 HX1089'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0571 ***********************************************************************
 JX0571  DESIGNATION -  X 130
 JX0571  PID         -  JX0571
 JX0571  STATE/COUNTY-  WV/WETZEL
 JX0571  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0571
 JX0571                         *CURRENT SURVEY CONTROL
 JX0571  ___________________________________________________________________
 JX0571* NAD 83(1986)-  39 38 09.     (N)    080 49 37.     (W)     SCALED    
 JX0571* NAVD 88     -       215.836  (meters)     708.12   (feet)  ADJUSTED  
 JX0571  ___________________________________________________________________
 JX0571  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JX0571  DYNAMIC HT  -         215.713 (meters)     707.72  (feet)  COMP
 JX0571  MODELED GRAV-     980,052.1   (mgal)                       NAVD 88
 JX0571
 JX0571  VERT ORDER  -  SECOND    CLASS 0
 JX0571
 JX0571.The horizontal coordinates were scaled from a topographic map and have
 JX0571.an estimated accuracy of +/- 6 seconds.
 JX0571
 JX0571.The orthometric height was determined by differential leveling
 JX0571.and adjusted by the National Geodetic Survey in June 1991..
 JX0571
 JX0571.The geoid height was determined by GEOID03.
 JX0571
 JX0571.The dynamic height is computed by dividing the NAVD 88
 JX0571.geopotential number by the normal gravity value computed on the
 JX0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0571.degrees latitude (g = 980.6199 gals.).
 JX0571
 JX0571.The modeled gravity was interpolated from observed gravity values.
 JX0571
 JX0571;                    North         East    Units  Estimated Accuracy
 JX0571;SPC WV N     -   126,940.      486,100.      MT  (+/- 180 meters Scaled)
 JX0571
 JX0571                          SUPERSEDED SURVEY CONTROL
 JX0571
 JX0571  NGVD 29 (??/??/92)  215.992  (m)          708.63   (f) ADJ UNCH    2 0
 JX0571
 JX0571.Superseded values are not recommended for survey control.
 JX0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0571.See file dsdata.txt to determine how the superseded data were derived.
 JX0571
 JX0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND148873(NAD 83)
 JX0571_MARKER: DB = BENCH MARK DISK
 JX0571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0571_SP_SET: BRIDGE
 JX0571_STAMPING: X 130 1957
 JX0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0571
 JX0571  HISTORY     - Date     Condition        Report By
 JX0571  HISTORY     - 1957     MONUMENTED       CGS
 JX0571  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0571
 JX0571                          STATION DESCRIPTION
 JX0571
 JX0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0571'1.9 MI E FROM NEW MARTINSVILLE.
 JX0571'ABOUT 1.9 MILES WEST ALONG A BLACK TOP ROAD FOLLOWING DOOLIN
 JX0571'RUN FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 7 AT NEW
 JX0571'MARTINSVILLE, ABOUT 0.85 MILE EAST OF A 50-FOOT CONCRETE BRIDGE
 JX0571'AND A SIDE ROAD LEADING NORTHEAST, AT A PRIVATE DRIVE LEADING
 JX0571'SOUTHWEST ACROSS DOOLIN RUN, IN THE TOP OF THE EAST END OF
 JX0571'THE NORTHEAST WING WALL OF A 30-FOOT BRIDGE OVER DOOLIN RUN ON
 JX0571'PRIVATE DRIVE SOUTHWEST, 33 FEET SOUTHWEST OF CENTER LINE OF
 JX0571'ROAD, 9 FEET SOUTHEAST OF CENTER OF BRIDGE AND ABOUT LEVEL WITH
 JX0571'ROAD.
 JX0571
 JX0571                          STATION RECOVERY (1983)
 JX0571
 JX0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1056 ***********************************************************************
 JX1056  DESIGNATION -  X 131
 JX1056  PID         -  JX1056
 JX1056  STATE/COUNTY-  WV/PLEASANTS
 JX1056  USGS QUAD   -  ELLENBORO (1975)
 JX1056
 JX1056                         *CURRENT SURVEY CONTROL
 JX1056  ___________________________________________________________________
 JX1056* NAD 83(1986)-  39 22 26.     (N)    081 01 13.     (W)     SCALED    
 JX1056* NAVD 88     -       257.140  (meters)     843.63   (feet)  ADJUSTED  
 JX1056  ___________________________________________________________________
 JX1056  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JX1056  DYNAMIC HT  -         256.984 (meters)     843.12  (feet)  COMP
 JX1056  MODELED GRAV-     980,015.9   (mgal)                       NAVD 88
 JX1056
 JX1056  VERT ORDER  -  SECOND    CLASS 0
 JX1056
 JX1056.The horizontal coordinates were scaled from a topographic map and have
 JX1056.an estimated accuracy of +/- 6 seconds.
 JX1056
 JX1056.The orthometric height was determined by differential leveling
 JX1056.and adjusted by the National Geodetic Survey in June 1991..
 JX1056
 JX1056.The geoid height was determined by GEOID03.
 JX1056
 JX1056.The dynamic height is computed by dividing the NAVD 88
 JX1056.geopotential number by the normal gravity value computed on the
 JX1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1056.degrees latitude (g = 980.6199 gals.).
 JX1056
 JX1056.The modeled gravity was interpolated from observed gravity values.
 JX1056
 JX1056;                    North         East    Units  Estimated Accuracy
 JX1056;SPC WV N     -    98,130.      469,010.      MT  (+/- 180 meters Scaled)
 JX1056
 JX1056                          SUPERSEDED SURVEY CONTROL
 JX1056
 JX1056  NGVD 29 (??/??/92)  257.309  (m)          844.19   (f) ADJ UNCH    2 0
 JX1056
 JX1056.Superseded values are not recommended for survey control.
 JX1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1056.See file dsdata.txt to determine how the superseded data were derived.
 JX1056
 JX1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD982582(NAD 83)
 JX1056_MARKER: DB = BENCH MARK DISK
 JX1056_SETTING: 66 = SET IN ROCK OUTCROP
 JX1056_SP_SET: ROCK LEDGE
 JX1056_STAMPING: X 131 1957
 JX1056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1056+STABILITY: POSITION/ELEVATION WELL
 JX1056
 JX1056  HISTORY     - Date     Condition        Report By
 JX1056  HISTORY     - 1957     MONUMENTED       CGS
 JX1056
 JX1056                          STATION DESCRIPTION
 JX1056
 JX1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1056'1 MI N FROM HEBRON.
 JX1056'ABOUT 1.0 MILE NORTH ALONG A GRAVEL ROAD LEADING TO MEADVILLE
 JX1056'FROM THE ROAD JUNCTION AND METHODIST CHURCH AT HEBRON, IN THE
 JX1056'TOP OF AN OUTCROPPING SANDSTONE LEDGE, 41 FEET NORTHEAST OF
 JX1056'CENTER LINE OF ROAD, 61 FEET SOUTH-SOUTHEAST OF SOUTHWEST CORNER
 JX1056'OF A SMALL HOUSE, 31 FEET NORTH OF NORTHEAST END OF A 30-INCH
 JX1056'METAL PIPE CULVERT UNDER ROAD, 3 FEET EAST AND ABOUT LEVEL WITH
 JX1056'BOTTOM OF A 12-INCH TRIANGLE CHISELED IN FACE OF LEDGE AND ABOUT
 JX1056'7 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0908 ***********************************************************************
 JX0908  DESIGNATION -  X 132
 JX0908  PID         -  JX0908
 JX0908  STATE/COUNTY-  WV/RITCHIE
 JX0908  USGS QUAD   -  SCHULTZ (1975)
 JX0908
 JX0908                         *CURRENT SURVEY CONTROL
 JX0908  ___________________________________________________________________
 JX0908* NAD 83(1986)-  39 16 01.     (N)    081 11 49.     (W)     SCALED    
 JX0908* NAVD 88     -       231.772  (meters)     760.41   (feet)  ADJUSTED  
 JX0908  ___________________________________________________________________
 JX0908  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JX0908  DYNAMIC HT  -         231.629 (meters)     759.94  (feet)  COMP
 JX0908  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 JX0908
 JX0908  VERT ORDER  -  SECOND    CLASS 0
 JX0908
 JX0908.The horizontal coordinates were scaled from a topographic map and have
 JX0908.an estimated accuracy of +/- 6 seconds.
 JX0908
 JX0908.The orthometric height was determined by differential leveling
 JX0908.and adjusted by the National Geodetic Survey in June 1991..
 JX0908
 JX0908.The geoid height was determined by GEOID03.
 JX0908
 JX0908.The dynamic height is computed by dividing the NAVD 88
 JX0908.geopotential number by the normal gravity value computed on the
 JX0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0908.degrees latitude (g = 980.6199 gals.).
 JX0908
 JX0908.The modeled gravity was interpolated from observed gravity values.
 JX0908
 JX0908;                    North         East    Units  Estimated Accuracy
 JX0908;SPC WV N     -    86,530.      453,570.      MT  (+/- 180 meters Scaled)
 JX0908
 JX0908                          SUPERSEDED SURVEY CONTROL
 JX0908
 JX0908  NGVD 29 (??/??/92)  231.946  (m)          760.98   (f) ADJ UNCH    2 0
 JX0908
 JX0908.Superseded values are not recommended for survey control.
 JX0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0908.See file dsdata.txt to determine how the superseded data were derived.
 JX0908
 JX0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD830464(NAD 83)
 JX0908_MARKER: DB = BENCH MARK DISK
 JX0908_SETTING: 66 = SET IN ROCK OUTCROP
 JX0908_SP_SET: ROCK LEDGE
 JX0908_STAMPING: X 132 1957
 JX0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0908+STABILITY: POSITION/ELEVATION WELL
 JX0908
 JX0908  HISTORY     - Date     Condition        Report By
 JX0908  HISTORY     - 1957     MONUMENTED       CGS
 JX0908
 JX0908                          STATION DESCRIPTION
 JX0908
 JX0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0908'2.8 MI NE FROM NUTTER FARM.
 JX0908'ABOUT 2.8 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION
 JX0908'OF STATE HIGHWAY 31 AT NUTTER FARM, ABOUT 0.5 MILE NORTHEAST OF
 JX0908'BRUSHY FORK ROAD LEADING NORTHWEST, IN THE TOP OF A SANDSTONE
 JX0908'LEDGE ABOUT 12 BY 4 FEET, 36 3/4 FEET NORTHWEST OF CENTER LINE
 JX0908'OF HIGHWAY, 126 FEET NROTHEAST OF NORTHEAST END OF NORTHWEST HEAD
 JX0908'WALL OF A 30-INCH PIPE CULVERT UNDER HIGHWAY, 82 FEET SOUTHWEST
 JX0908'OF A TELEPHONE POLE, 62 1/2 FEET EAST OF EAST CORNER OF A
 JX0908'HOUSE, 6 1/2 FEET EAST AND 1 1/2 FEET BELOW A 12-INCH TRIANGLE
 JX0908'CHISELED IN FACE OF LEDGE AND ABOUT 2 FEET BELOW LEVEL OF
 JX0908'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0323 ***********************************************************************
 JX0323  DESIGNATION -  X 133
 JX0323  PID         -  JX0323
 JX0323  STATE/COUNTY-  WV/DODDRIDGE
 JX0323  USGS QUAD   -  SMITHBURG (1976)
 JX0323
 JX0323                         *CURRENT SURVEY CONTROL
 JX0323  ___________________________________________________________________
 JX0323* NAD 83(1986)-  39 20 48.     (N)    080 43 58.     (W)     SCALED    
 JX0323* NAVD 88     -       272.243  (meters)     893.18   (feet)  ADJUSTED  
 JX0323  ___________________________________________________________________
 JX0323  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JX0323  DYNAMIC HT  -         272.079 (meters)     892.65  (feet)  COMP
 JX0323  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 JX0323
 JX0323  VERT ORDER  -  SECOND    CLASS 0
 JX0323
 JX0323.The horizontal coordinates were scaled from a topographic map and have
 JX0323.an estimated accuracy of +/- 6 seconds.
 JX0323
 JX0323.The orthometric height was determined by differential leveling
 JX0323.and adjusted by the National Geodetic Survey in June 1991..
 JX0323
 JX0323.The geoid height was determined by GEOID03.
 JX0323
 JX0323.The dynamic height is computed by dividing the NAVD 88
 JX0323.geopotential number by the normal gravity value computed on the
 JX0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0323.degrees latitude (g = 980.6199 gals.).
 JX0323
 JX0323.The modeled gravity was interpolated from observed gravity values.
 JX0323
 JX0323;                    North         East    Units  Estimated Accuracy
 JX0323;SPC WV N     -    94,720.      493,740.      MT  (+/- 180 meters Scaled)
 JX0323
 JX0323                          SUPERSEDED SURVEY CONTROL
 JX0323
 JX0323  NGVD 29 (??/??/92)  272.402  (m)          893.71   (f) ADJ UNCH    2 0
 JX0323
 JX0323.Superseded values are not recommended for survey control.
 JX0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0323.See file dsdata.txt to determine how the superseded data were derived.
 JX0323
 JX0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND230552(NAD 83)
 JX0323_MARKER: DB = BENCH MARK DISK
 JX0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0323_STAMPING: X 133 1957
 JX0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0323+STABILITY: SURFACE MOTION
 JX0323
 JX0323  HISTORY     - Date     Condition        Report By
 JX0323  HISTORY     - 1957     MONUMENTED       CGS
 JX0323
 JX0323                          STATION DESCRIPTION
 JX0323
 JX0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0323'6 MI NE FROM WEST UNION.
 JX0323'ABOUT 1.35 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE
 JX0323'BALTIMORE AND OHIO RAILROAD STATION AT WEST UNION, THENCE ABOUT
 JX0323'2.9 MILES NORTHEAST ALONG A BLACK TOP ROAD, THENCE ABOUT
 JX0323'0.3 MILE WEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.4 MILES
 JX0323'NORTHEAST AND NORTH ALONG A DIRT ROAD LEADING INTO FLINT RUN,
 JX0323'ABOUT 0.9 MILE SOUTH OF CANTON, 36 FEET SOUTHEAST OF CENTER
 JX0323'LINE OF ROAD, 94 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF
 JX0323'PORCH OF A 2-STORY YELLOW FRAME HOUSE, 24 FEET SOUTHEAST OF
 JX0323'SOUTHEAST END OF A 30-INCH METAL PIPE CULVERT UNDER ROAD, 1 1/2
 JX0323'FEET WEST OF A GARDEN FENCE, 2 FEET NORTH OF A CONCRETE WITNESS
 JX0323'POST, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 JX0323'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED
 JX0323'FROM THE POST OFFICE AT SHIRLEY, TYLER COUNTY BY GOING ABOUT
 JX0323'2.35 MILES EAST ALONG STATE HIGHWAY 23, THENCE ABOUT 1.1 MILES
 JX0323'SOUTH ALONG A BLACK TOP ROAD, THENCE ABOUT 3.15 MILES SOUTH ALONG A
 JX0323'DIRT ROAD FOLLOWING LITTL FLINT RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0377 ***********************************************************************
 JX0377  DESIGNATION -  X 134
 JX0377  PID         -  JX0377
 JX0377  STATE/COUNTY-  WV/DODDRIDGE
 JX0377  USGS QUAD   -  CENTER POINT (1976)
 JX0377
 JX0377                         *CURRENT SURVEY CONTROL
 JX0377  ___________________________________________________________________
 JX0377* NAD 83(1986)-  39 23 55.     (N)    080 43 40.     (W)     SCALED    
 JX0377* NAVD 88     -       227.234  (meters)     745.52   (feet)  ADJUSTED  
 JX0377  ___________________________________________________________________
 JX0377  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JX0377  DYNAMIC HT  -         227.098 (meters)     745.07  (feet)  COMP
 JX0377  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 JX0377
 JX0377  VERT ORDER  -  SECOND    CLASS 0
 JX0377
 JX0377.The horizontal coordinates were scaled from a topographic map and have
 JX0377.an estimated accuracy of +/- 6 seconds.
 JX0377
 JX0377.The orthometric height was determined by differential leveling
 JX0377.and adjusted by the National Geodetic Survey in June 1991..
 JX0377
 JX0377.The geoid height was determined by GEOID03.
 JX0377
 JX0377.The dynamic height is computed by dividing the NAVD 88
 JX0377.geopotential number by the normal gravity value computed on the
 JX0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0377.degrees latitude (g = 980.6199 gals.).
 JX0377
 JX0377.The modeled gravity was interpolated from observed gravity values.
 JX0377
 JX0377;                    North         East    Units  Estimated Accuracy
 JX0377;SPC WV N     -   100,480.      494,250.      MT  (+/- 180 meters Scaled)
 JX0377
 JX0377                          SUPERSEDED SURVEY CONTROL
 JX0377
 JX0377  NGVD 29 (??/??/92)  227.395  (m)          746.05   (f) ADJ UNCH    2 0
 JX0377
 JX0377.Superseded values are not recommended for survey control.
 JX0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0377.See file dsdata.txt to determine how the superseded data were derived.
 JX0377
 JX0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND234610(NAD 83)
 JX0377_MARKER: DB = BENCH MARK DISK
 JX0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0377_SP_SET: OIL WELL CASING
 JX0377_STAMPING: X 134 1957
 JX0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0377
 JX0377  HISTORY     - Date     Condition        Report By
 JX0377  HISTORY     - 1957     MONUMENTED       CGS
 JX0377
 JX0377                          STATION DESCRIPTION
 JX0377
 JX0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0377'2.8 MI E FROM SHIRLEY.
 JX0377'ABOUT 2.75 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE
 JX0377'AT SHIRLEY, ABOUT 0.25 MILE SOUTHEAST OF THE TYLER-DODDRIDGE
 JX0377'COUNTY LINE, ON PROPERTY OF CHARLES E. HAMILTON, ON THE OUTSIDE
 JX0377'OF A HORSESHOE CURVE IN HIGHWAY, 140 FEET SOUTHWEST OF CENTER
 JX0377'LINE OF HIGHWAY, 103 FEET WEST-SOUTHWEST OF NORTHWEST END OF
 JX0377'A FOOT BRIDGE LEADING ACROSS CREEK TO A TWO-STORY FRAME HOUSE,
 JX0377'34 FEET NORTHWEST OF A FENCE LINE ALONG RIGHT BANK OF CREEK,
 JX0377'IN THE TOP OF A CONCRETE FILLED 6-INCH OIL WELL CASING PROJECTING
 JX0377'2 1/4 FEET AND ABOUT 8 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0418 ***********************************************************************
 JX0418  DESIGNATION -  X 135
 JX0418  PID         -  JX0418
 JX0418  STATE/COUNTY-  WV/TYLER
 JX0418  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0418
 JX0418                         *CURRENT SURVEY CONTROL
 JX0418  ___________________________________________________________________
 JX0418* NAD 83(1986)-  39 27 14.     (N)    080 54 55.     (W)     SCALED    
 JX0418* NAVD 88     -       216.490  (meters)     710.27   (feet)  ADJUSTED  
 JX0418  ___________________________________________________________________
 JX0418  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX0418  DYNAMIC HT  -         216.360 (meters)     709.84  (feet)  COMP
 JX0418  MODELED GRAV-     980,024.1   (mgal)                       NAVD 88
 JX0418
 JX0418  VERT ORDER  -  SECOND    CLASS 0
 JX0418
 JX0418.The horizontal coordinates were scaled from a topographic map and have
 JX0418.an estimated accuracy of +/- 6 seconds.
 JX0418
 JX0418.The orthometric height was determined by differential leveling
 JX0418.and adjusted by the National Geodetic Survey in June 1991..
 JX0418
 JX0418.The geoid height was determined by GEOID03.
 JX0418
 JX0418.The dynamic height is computed by dividing the NAVD 88
 JX0418.geopotential number by the normal gravity value computed on the
 JX0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0418.degrees latitude (g = 980.6199 gals.).
 JX0418
 JX0418.The modeled gravity was interpolated from observed gravity values.
 JX0418
 JX0418;                    North         East    Units  Estimated Accuracy
 JX0418;SPC WV N     -   106,860.      478,200.      MT  (+/- 180 meters Scaled)
 JX0418
 JX0418                          SUPERSEDED SURVEY CONTROL
 JX0418
 JX0418  NGVD 29 (??/??/92)  216.655  (m)          710.81   (f) ADJ UNCH    2 0
 JX0418
 JX0418.Superseded values are not recommended for survey control.
 JX0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0418.See file dsdata.txt to determine how the superseded data were derived.
 JX0418
 JX0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND072671(NAD 83)
 JX0418_MARKER: DB = BENCH MARK DISK
 JX0418_SETTING: 66 = SET IN ROCK OUTCROP
 JX0418_SP_SET: LEDGE
 JX0418_STAMPING: X 135 1957
 JX0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0418+STABILITY: POSITION/ELEVATION WELL
 JX0418
 JX0418  HISTORY     - Date     Condition        Report By
 JX0418  HISTORY     - 1957     MONUMENTED       CGS
 JX0418  HISTORY     - 1982     GOOD             NGS
 JX0418
 JX0418                          STATION DESCRIPTION
 JX0418
 JX0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0418'3.6 MI S FROM MIDDLEBOURNE.
 JX0418'ABOUT 0.15 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURT HOUSE
 JX0418'AT MIDDLEBOURNE, THENCE ABOUT 3.45 MILES SOUTH ALONG A BLACK TOP
 JX0418'ROAD, AT LOCKE, IN THE TOP OF AN OUTCROPPING ROCK LEDGE ON THE
 JX0418'RIGHT BANK OF A DRY WASH, 66 FEET SOUTHEAST OF CENTER LINE OF
 JX0418'ROAD, 115 FEET SOUTH OF CENTER OF JUNCTION OF BLACK TOP ROAD
 JX0418'AND A ROAD WEST ALONG LITTLE SANCHO CREEK, 54 FEET SOUTH OF SOUTH
 JX0418'END OF EAST CONCRETE HEAD WALL OF A TWIN 48-INCH PIPE CULVERT
 JX0418'UNDER ROAD, 9 1/2 FEET NORTHEAST OF A 12-INCH TRIANGLE CHISELED IN
 JX0418'FACE OF ROCK, 14 1/2 FEET WEST OF A FENCE LINE, ABOUT 2 FEET BELOW
 JX0418'LEVEL OF ROAD.  NOTE-- MARK IS ABOUT 0.45 MILE NORTHWEST OF ASH
 JX0418'CHURCH AND CEMETERY.
 JX0418
 JX0418                          STATION RECOVERY (1982)
 JX0418
 JX0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JX0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0400 ***********************************************************************
 JX0400  DESIGNATION -  X 136
 JX0400  PID         -  JX0400
 JX0400  STATE/COUNTY-  WV/TYLER
 JX0400  USGS QUAD   -  CENTER POINT (1976)
 JX0400
 JX0400                         *CURRENT SURVEY CONTROL
 JX0400  ___________________________________________________________________
 JX0400* NAD 83(1986)-  39 28 05.     (N)    080 38 59.     (W)     SCALED    
 JX0400* NAVD 88     -       366.042  (meters)    1200.92   (feet)  ADJUSTED  
 JX0400  ___________________________________________________________________
 JX0400  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JX0400  DYNAMIC HT  -         365.826 (meters)    1200.21  (feet)  COMP
 JX0400  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 JX0400
 JX0400  VERT ORDER  -  SECOND    CLASS 0
 JX0400
 JX0400.The horizontal coordinates were scaled from a topographic map and have
 JX0400.an estimated accuracy of +/- 6 seconds.
 JX0400
 JX0400.The orthometric height was determined by differential leveling
 JX0400.and adjusted by the National Geodetic Survey in June 1991..
 JX0400
 JX0400.The geoid height was determined by GEOID03.
 JX0400
 JX0400.The dynamic height is computed by dividing the NAVD 88
 JX0400.geopotential number by the normal gravity value computed on the
 JX0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0400.degrees latitude (g = 980.6199 gals.).
 JX0400
 JX0400.The modeled gravity was interpolated from observed gravity values.
 JX0400
 JX0400;                    North         East    Units  Estimated Accuracy
 JX0400;SPC WV N     -   108,100.      501,070.      MT  (+/- 180 meters Scaled)
 JX0400
 JX0400                          SUPERSEDED SURVEY CONTROL
 JX0400
 JX0400  NGVD 29 (??/??/92)  366.200  (m)         1201.44   (f) ADJ UNCH    2 0
 JX0400
 JX0400.Superseded values are not recommended for survey control.
 JX0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0400.See file dsdata.txt to determine how the superseded data were derived.
 JX0400
 JX0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND301687(NAD 83)
 JX0400_MARKER: DB = BENCH MARK DISK
 JX0400_SETTING: 66 = SET IN ROCK OUTCROP
 JX0400_SP_SET: CUT
 JX0400_STAMPING: X 136 1957
 JX0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0400+STABILITY: POSITION/ELEVATION WELL
 JX0400
 JX0400  HISTORY     - Date     Condition        Report By
 JX0400  HISTORY     - 1957     MONUMENTED       CGS
 JX0400
 JX0400                          STATION DESCRIPTION
 JX0400
 JX0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0400'5.5 MI S FROM JACKSONBURG.
 JX0400'ABOUT 5.5 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE BALTIMORE
 JX0400'AND OHIO RAILROAD STATION AT JACKSONBURG, ABOUT 0.3 MILE
 JX0400'SOUTHWEST OF THE TYLER-WETZEL COUNTY LINE, ON THE SOUTHWEST
 JX0400'SLOPE OF A HILL, ABOUT 0.15 MILE SOUTHWEST ON TOP OF GRADE,
 JX0400'ABOUT 75 YARDS EAST OF EAST END OF A CURVE WITH TANGENTS EXTENDING
 JX0400'EAST AND SOUTH, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT,
 JX0400'33 FEET NORTH OF CENTER LINE OF ROAD, 2 1/2 FEET ABOVE GROUND
 JX0400'AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0388 ***********************************************************************
 JX0388  DESIGNATION -  X 137
 JX0388  PID         -  JX0388
 JX0388  STATE/COUNTY-  WV/HARRISON
 JX0388  USGS QUAD   -  FOLSOM (1976)
 JX0388
 JX0388                         *CURRENT SURVEY CONTROL
 JX0388  ___________________________________________________________________
 JX0388* NAD 83(1986)-  39 24 46.     (N)    080 31 24.     (W)     SCALED    
 JX0388* NAVD 88     -       322.604  (meters)    1058.41   (feet)  ADJUSTED  
 JX0388  ___________________________________________________________________
 JX0388  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JX0388  DYNAMIC HT  -         322.408 (meters)    1057.77  (feet)  COMP
 JX0388  MODELED GRAV-     980,010.8   (mgal)                       NAVD 88
 JX0388
 JX0388  VERT ORDER  -  SECOND    CLASS 0
 JX0388
 JX0388.The horizontal coordinates were scaled from a topographic map and have
 JX0388.an estimated accuracy of +/- 6 seconds.
 JX0388
 JX0388.The orthometric height was determined by differential leveling
 JX0388.and adjusted by the National Geodetic Survey in June 1991..
 JX0388
 JX0388.The geoid height was determined by GEOID03.
 JX0388
 JX0388.The dynamic height is computed by dividing the NAVD 88
 JX0388.geopotential number by the normal gravity value computed on the
 JX0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0388.degrees latitude (g = 980.6199 gals.).
 JX0388
 JX0388.The modeled gravity was interpolated from observed gravity values.
 JX0388
 JX0388;                    North         East    Units  Estimated Accuracy
 JX0388;SPC WV N     -   101,840.      511,880.      MT  (+/- 180 meters Scaled)
 JX0388
 JX0388                          SUPERSEDED SURVEY CONTROL
 JX0388
 JX0388  NGVD 29 (??/??/92)  322.758  (m)         1058.92   (f) ADJ UNCH    2 0
 JX0388
 JX0388.Superseded values are not recommended for survey control.
 JX0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0388.See file dsdata.txt to determine how the superseded data were derived.
 JX0388
 JX0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND410626(NAD 83)
 JX0388_MARKER: DB = BENCH MARK DISK
 JX0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0388_SP_SET: CULVERT
 JX0388_STAMPING: X 137 1957
 JX0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0388
 JX0388  HISTORY     - Date     Condition        Report By
 JX0388  HISTORY     - 1957     MONUMENTED       CGS
 JX0388
 JX0388                          STATION DESCRIPTION
 JX0388
 JX0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0388'2 MI SW FROM RINEHART.
 JX0388'ABOUT 0.95 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0388'FROM THE ROAD CROSSING AT RINEHART, THENCE ABOUT 1.05 MILES WEST
 JX0388'ALONG LITTLE TEN MILE ROAD (BLACK TOP), 0.35 MILE NORTHEAST OF
 JX0388'JUNCTION OF A ROAD LEADING NORTHWEST ACROSS GAP INTO SYCAMORE
 JX0388'FORK, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 JX0388'HEAD WALL OF A 40-INCH PIPE CULVERT UNDER BLACK TOP ROAD, 10 1/2
 JX0388'FEET NORTHWEST OF CENTER LINE OF ROAD, 30 FEET NORTHEAST OF CENTER
 JX0388'LINE OF A DRIVE TO HOUSE AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0452 ***********************************************************************
 JX0452  DESIGNATION -  X 138
 JX0452  PID         -  JX0452
 JX0452  STATE/COUNTY-  WV/WETZEL
 JX0452  USGS QUAD   -  PORTERS FALLS (1976)
 JX0452
 JX0452                         *CURRENT SURVEY CONTROL
 JX0452  ___________________________________________________________________
 JX0452* NAD 83(1986)-  39 34 38.     (N)    080 46 35.     (W)     SCALED    
 JX0452* NAVD 88     -       205.589  (meters)     674.50   (feet)  ADJUSTED  
 JX0452  ___________________________________________________________________
 JX0452  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JX0452  DYNAMIC HT  -         205.469 (meters)     674.11  (feet)  COMP
 JX0452  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 JX0452
 JX0452  VERT ORDER  -  SECOND    CLASS 0
 JX0452
 JX0452.The horizontal coordinates were scaled from a topographic map and have
 JX0452.an estimated accuracy of +/- 6 seconds.
 JX0452
 JX0452.The orthometric height was determined by differential leveling
 JX0452.and adjusted by the National Geodetic Survey in June 1991..
 JX0452
 JX0452.The geoid height was determined by GEOID03.
 JX0452
 JX0452.The dynamic height is computed by dividing the NAVD 88
 JX0452.geopotential number by the normal gravity value computed on the
 JX0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0452.degrees latitude (g = 980.6199 gals.).
 JX0452
 JX0452.The modeled gravity was interpolated from observed gravity values.
 JX0452
 JX0452;                    North         East    Units  Estimated Accuracy
 JX0452;SPC WV N     -   120,370.      490,350.      MT  (+/- 180 meters Scaled)
 JX0452
 JX0452                          SUPERSEDED SURVEY CONTROL
 JX0452
 JX0452  NGVD 29 (??/??/92)  205.749  (m)          675.03   (f) ADJ UNCH    2 0
 JX0452
 JX0452.Superseded values are not recommended for survey control.
 JX0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0452.See file dsdata.txt to determine how the superseded data were derived.
 JX0452
 JX0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND192808(NAD 83)
 JX0452_MARKER: DB = BENCH MARK DISK
 JX0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0452_SP_SET: BRIDGE
 JX0452_STAMPING: X 138 1957
 JX0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0452
 JX0452  HISTORY     - Date     Condition        Report By
 JX0452  HISTORY     - 1957     MONUMENTED       CGS
 JX0452
 JX0452                          STATION DESCRIPTION
 JX0452
 JX0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0452'AT PORTERS FALLS.
 JX0452'AT PORTERS FALLS, ALONG THE BALTIMORE AND OHIO RAILROAD, IN
 JX0452'THE TOP OF THE SECOND STEP DOWN OF THE NORTH WING WALL OF
 JX0452'NORTHWEST ABUTMENT OF RAILROAD BRIDGE NO. 110 OVER FISHING CREEK,
 JX0452'NEAR MILEAGE POLE NO. 10+32, 13 FEET NORTHEAST OF NORTHEAST RAIL
 JX0452'AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0630 ***********************************************************************
 JX0630  DESIGNATION -  X 139
 JX0630  PID         -  JX0630
 JX0630  STATE/COUNTY-  WV/TYLER
 JX0630  USGS QUAD   -  PINE GROVE (1976)
 JX0630
 JX0630                         *CURRENT SURVEY CONTROL
 JX0630  ___________________________________________________________________
 JX0630* NAD 83(1986)-  39 30 35.     (N)    080 44 42.     (W)     SCALED    
 JX0630* NAVD 88     -       344.282  (meters)    1129.53   (feet)  ADJUSTED  
 JX0630  ___________________________________________________________________
 JX0630  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JX0630  DYNAMIC HT  -         344.081 (meters)    1128.87  (feet)  COMP
 JX0630  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 JX0630
 JX0630  VERT ORDER  -  SECOND    CLASS 0
 JX0630
 JX0630.The horizontal coordinates were scaled from a topographic map and have
 JX0630.an estimated accuracy of +/- 6 seconds.
 JX0630
 JX0630.The orthometric height was determined by differential leveling
 JX0630.and adjusted by the National Geodetic Survey in June 1991..
 JX0630
 JX0630.The geoid height was determined by GEOID03.
 JX0630
 JX0630.The dynamic height is computed by dividing the NAVD 88
 JX0630.geopotential number by the normal gravity value computed on the
 JX0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0630.degrees latitude (g = 980.6199 gals.).
 JX0630
 JX0630.The modeled gravity was interpolated from observed gravity values.
 JX0630
 JX0630;                    North         East    Units  Estimated Accuracy
 JX0630;SPC WV N     -   112,840.      492,940.      MT  (+/- 180 meters Scaled)
 JX0630
 JX0630                          SUPERSEDED SURVEY CONTROL
 JX0630
 JX0630  NGVD 29 (??/??/92)  344.444  (m)         1130.06   (f) ADJ UNCH    2 0
 JX0630
 JX0630.Superseded values are not recommended for survey control.
 JX0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0630.See file dsdata.txt to determine how the superseded data were derived.
 JX0630
 JX0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND219733(NAD 83)
 JX0630_MARKER: DB = BENCH MARK DISK
 JX0630_SETTING: 66 = SET IN ROCK OUTCROP
 JX0630_SP_SET: UNSPECIFIED ROCK
 JX0630_STAMPING: X 139 1957
 JX0630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0630+STABILITY: POSITION/ELEVATION WELL
 JX0630
 JX0630  HISTORY     - Date     Condition        Report By
 JX0630  HISTORY     - 1957     MONUMENTED       CGS
 JX0630
 JX0630                          STATION DESCRIPTION
 JX0630
 JX0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0630'0.4 MI SW FROM ATWOOD.
 JX0630'ABOUT 0.2 MILE SOUTHWEST ALONG A DIRT ROAD FROM JUNCTION OF
 JX0630'FURBEE RIDGE AND COUNTY LINE ROAD AT ATWOOD, THENCE ABOUT 0.15
 JX0630'MILE SOUTH ALONG AN OLD ABANDONED ROAD WHICH LEADS INTO DANIELS
 JX0630'RUN AND TO CONAWAY, ABOUT 0.15 MILE SOUTH OF AN OLD ABANDONED
 JX0630'CHURCH AND CEMETERY, ON THE SOUTH SLOPE OF A CROOKED GRADE, ABOUT
 JX0630'MIDWAY BETWEEN TWO HORSE-SHOE CURVES, SET VERTICALLY IN THE EAST
 JX0630'FACE OF AN L SHAPED ROCK, 13 FEET NORTH OF CENTER LINE OF OLD
 JX0630'ROAD, 2 FEET ABOVE GROUND AND ABOUT 4 1/2 FEET ABOVE LEVEL OF
 JX0630'ROAD.  NOTE-- MARK IS REACHED FROM IUKA, TYLER COUNTY, BY GOING
 JX0630'ABOUT 1.4 MILES EAST ALONG ELK FORK ROAD FROM THE UNITED STATES
 JX0630'BRETHREN CHURCH, THENCE ABOUT 1.75 MILES NORTHEAST ALONG A ROAD
 JX0630'AND ABANDONED ROAD FOLLOWING DANIELS RUN AND LEADING TO ATWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0531 ***********************************************************************
 HX0531  DESIGNATION -  X 14
 HX0531  PID         -  HX0531
 HX0531  STATE/COUNTY-  WV/WEBSTER
 HX0531  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0531
 HX0531                         *CURRENT SURVEY CONTROL
 HX0531  ___________________________________________________________________
 HX0531* NAD 83(1986)-  38 27 47.     (N)    080 22 56.     (W)     SCALED    
 HX0531* NAVD 88     -       486.266  (meters)    1595.36   (feet)  ADJUSTED  
 HX0531  ___________________________________________________________________
 HX0531  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX0531  DYNAMIC HT  -         485.904 (meters)    1594.17  (feet)  COMP
 HX0531  MODELED GRAV-     979,869.7   (mgal)                       NAVD 88
 HX0531
 HX0531  VERT ORDER  -  SECOND    CLASS 0
 HX0531
 HX0531.The horizontal coordinates were scaled from a topographic map and have
 HX0531.an estimated accuracy of +/- 6 seconds.
 HX0531
 HX0531.The orthometric height was determined by differential leveling
 HX0531.and adjusted by the National Geodetic Survey in June 1991..
 HX0531
 HX0531.The geoid height was determined by GEOID03.
 HX0531
 HX0531.The dynamic height is computed by dividing the NAVD 88
 HX0531.geopotential number by the normal gravity value computed on the
 HX0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0531.degrees latitude (g = 980.6199 gals.).
 HX0531
 HX0531.The modeled gravity was interpolated from observed gravity values.
 HX0531
 HX0531;                    North         East    Units  Estimated Accuracy
 HX0531;SPC WV S     -   162,560.      653,910.      MT  (+/- 180 meters Scaled)
 HX0531
 HX0531                          SUPERSEDED SURVEY CONTROL
 HX0531
 HX0531  NGVD 29 (??/??/92)  486.44   (m)         1595.9    (f) COMPUTED    2 0
 HX0531
 HX0531.Superseded values are not recommended for survey control.
 HX0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0531.See file dsdata.txt to determine how the superseded data were derived.
 HX0531
 HX0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC538573(NAD 83)
 HX0531_MARKER: DB = BENCH MARK DISK
 HX0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0531_STAMPING: X 14 1934
 HX0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0531+STABILITY: SURFACE MOTION
 HX0531
 HX0531  HISTORY     - Date     Condition        Report By
 HX0531  HISTORY     - 1934     MONUMENTED       CGS
 HX0531  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0531
 HX0531                          STATION DESCRIPTION
 HX0531
 HX0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0531'2 MI E FROM WEBSTER SPRINGS.
 HX0531'2 MILES EAST ALONG STATE HIGHWAY 15 FROM WEBSTER SPRINGS, WEBSTER
 HX0531'COUNTY, ABOUT 10 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY,
 HX0531'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 HX0531'STAMPED X 14 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0597 ***********************************************************************
 HY0597  DESIGNATION -  X 140
 HY0597  PID         -  HY0597
 HY0597  STATE/COUNTY-  WV/LINCOLN
 HY0597  USGS QUAD   -  HAMLIN (1989)
 HY0597
 HY0597                         *CURRENT SURVEY CONTROL
 HY0597  ___________________________________________________________________
 HY0597* NAD 83(1986)-  38 16 44.     (N)    082 06 42.     (W)     SCALED    
 HY0597* NAVD 88     -       195.549  (meters)     641.56   (feet)  ADJUSTED  
 HY0597  ___________________________________________________________________
 HY0597  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HY0597  DYNAMIC HT  -         195.412 (meters)     641.11  (feet)  COMP
 HY0597  MODELED GRAV-     979,923.5   (mgal)                       NAVD 88
 HY0597
 HY0597  VERT ORDER  -  SECOND    CLASS 0
 HY0597
 HY0597.The horizontal coordinates were scaled from a topographic map and have
 HY0597.an estimated accuracy of +/- 6 seconds.
 HY0597
 HY0597.The orthometric height was determined by differential leveling
 HY0597.and adjusted by the National Geodetic Survey in June 1991..
 HY0597
 HY0597.The geoid height was determined by GEOID03.
 HY0597
 HY0597.The dynamic height is computed by dividing the NAVD 88
 HY0597.geopotential number by the normal gravity value computed on the
 HY0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0597.degrees latitude (g = 980.6199 gals.).
 HY0597
 HY0597.The modeled gravity was interpolated from observed gravity values.
 HY0597
 HY0597;                    North         East    Units  Estimated Accuracy
 HY0597;SPC WV S     -   142,530.      502,740.      MT  (+/- 180 meters Scaled)
 HY0597
 HY0597                          SUPERSEDED SURVEY CONTROL
 HY0597
 HY0597  NGVD 29 (??/??/92)  195.753  (m)          642.23   (f) ADJ UNCH    2 0
 HY0597
 HY0597.Superseded values are not recommended for survey control.
 HY0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0597.See file dsdata.txt to determine how the superseded data were derived.
 HY0597
 HY0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC027373(NAD 83)
 HY0597_MARKER: DB = BENCH MARK DISK
 HY0597_SETTING: 66 = SET IN ROCK OUTCROP
 HY0597_SP_SET: ROCK CUT
 HY0597_STAMPING: X 140 1957
 HY0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0597+STABILITY: POSITION/ELEVATION WELL
 HY0597
 HY0597  HISTORY     - Date     Condition        Report By
 HY0597  HISTORY     - 1957     MONUMENTED       CGS
 HY0597
 HY0597                          STATION DESCRIPTION
 HY0597
 HY0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0597'5.5 MI NW FROM SWEETLAND.
 HY0597'ABOUT 5.5 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 HY0597'AT SWEETLAND, 71 YARDS NORTHWEST OF THE STONE STEPS LEADING TO A
 HY0597'DWELLING ON THE TOP OF A CUT, DIRECTLY ACROSS THE HIGHWAY FROM A
 HY0597'POINT MIDWAY BETWEEN POWER POLES NUMBER 172 AND 173, 18 FEET
 HY0597'NORTHEAST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE
 HY0597'SOUTHWEST FACE OF A 2-FOOT HIGH LAYER OF ROCK AT THE BOTTOM OF A
 HY0597'CUT, 3 FEET ABOVE THE BOTTOM OF THE DITCH AND ABOUT 1 FOOT ABOVE
 HY0597'THE LEVEL OF THE ROAD.  NOTE-- MARK IS 0.75 MILE WEST ALONG STATE
 HY0597'HIGHWAY 3 FROM THE HIGH SCHOOL AT HAMLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0301 ***********************************************************************
 JX0301  DESIGNATION -  X 141
 JX0301  PID         -  JX0301
 JX0301  STATE/COUNTY-  WV/TYLER
 JX0301  USGS QUAD   -  WEST UNION (1987)
 JX0301
 JX0301                         *CURRENT SURVEY CONTROL
 JX0301  ___________________________________________________________________
 JX0301* NAD 83(1986)-  39 21 54.     (N)    080 52 00.     (W)     SCALED    
 JX0301* NAVD 88     -       238.228  (meters)     781.59   (feet)  ADJUSTED  
 JX0301  ___________________________________________________________________
 JX0301  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JX0301  DYNAMIC HT  -         238.082 (meters)     781.11  (feet)  COMP
 JX0301  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 JX0301
 JX0301  VERT ORDER  -  SECOND    CLASS 0
 JX0301
 JX0301.The horizontal coordinates were scaled from a topographic map and have
 JX0301.an estimated accuracy of +/- 6 seconds.
 JX0301
 JX0301.The orthometric height was determined by differential leveling
 JX0301.and adjusted by the National Geodetic Survey in June 1991..
 JX0301
 JX0301.The geoid height was determined by GEOID03.
 JX0301
 JX0301.The dynamic height is computed by dividing the NAVD 88
 JX0301.geopotential number by the normal gravity value computed on the
 JX0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0301.degrees latitude (g = 980.6199 gals.).
 JX0301
 JX0301.The modeled gravity was interpolated from observed gravity values.
 JX0301
 JX0301;                    North         East    Units  Estimated Accuracy
 JX0301;SPC WV N     -    96,930.      482,230.      MT  (+/- 180 meters Scaled)
 JX0301
 JX0301                          SUPERSEDED SURVEY CONTROL
 JX0301
 JX0301  NGVD 29 (??/??/92)  238.393  (m)          782.13   (f) ADJ UNCH    2 0
 JX0301
 JX0301.Superseded values are not recommended for survey control.
 JX0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0301.See file dsdata.txt to determine how the superseded data were derived.
 JX0301
 JX0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND114572(NAD 83)
 JX0301_MARKER: DB = BENCH MARK DISK
 JX0301_SETTING: 66 = SET IN ROCK OUTCROP
 JX0301_SP_SET: LEDGE
 JX0301_STAMPING: X 141 1957
 JX0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0301+STABILITY: POSITION/ELEVATION WELL
 JX0301
 JX0301  HISTORY     - Date     Condition        Report By
 JX0301  HISTORY     - 1957     MONUMENTED       CGS
 JX0301
 JX0301                          STATION DESCRIPTION
 JX0301
 JX0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0301'3.2 MI NE FROM MOUNTAIN.
 JX0301'ABOUT 3.15 MILES NORTHEAST ALONG STATE HIGHWAY 74 FROM THE UNION
 JX0301'CHAPEL AT MOUNTAIN, ABOUT 0.9 MILE SOUTH OF JUNCTION OF STATE
 JX0301'HIGHWAY 18, SET VERTICALLY IN THE FACE OF A PROMINENT ROCK LEDGE,
 JX0301'94 FEET EAST-SOUTHEAST AND ACROSS A STREAM FROM THE CENTER LINE
 JX0301'OF HIGHWAY, 168 FEET EAST AND ACROSS HIGHWAY AND STREAM FROM THE
 JX0301'EAST CORNER OF A TWO-STORY FRAME HOUSE OWNED BY CARL RIDGEWAY,
 JX0301'77 FEET EAST AND ACROSS STREAM FROM TELEPHONE POLE NO. 148/16,
 JX0301'AND ABOUT 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.  NOTE-- MARK IS
 JX0301'REACHED FROM TYLER BY GOING ABOUT 5.1 MILES SOUTHWEST ALONG
 JX0301'STATE HIGHWAY 18 FROM THE JUNCTION OF STATE HIGHWAY 23, THENCE
 JX0301'ABOUT 0.9 MILE SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 74.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0261 ***********************************************************************
 GY0261  DESIGNATION -  X 142
 GY0261  PID         -  GY0261
 GY0261  STATE/COUNTY-  WV/MINGO
 GY0261  USGS QUAD   -  DELBARTON (1976)
 GY0261
 GY0261                         *CURRENT SURVEY CONTROL
 GY0261  ___________________________________________________________________
 GY0261* NAD 83(1986)-  37 42 08.     (N)    082 11 08.     (W)     SCALED    
 GY0261* NAVD 88     -       236.364  (meters)     775.47   (feet)  ADJUSTED  
 GY0261  ___________________________________________________________________
 GY0261  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GY0261  DYNAMIC HT  -         236.190 (meters)     774.90  (feet)  COMP
 GY0261  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 GY0261
 GY0261  VERT ORDER  -  SECOND    CLASS 0
 GY0261
 GY0261.The horizontal coordinates were scaled from a topographic map and have
 GY0261.an estimated accuracy of +/- 6 seconds.
 GY0261
 GY0261.The orthometric height was determined by differential leveling
 GY0261.and adjusted by the National Geodetic Survey in June 1991..
 GY0261
 GY0261.The geoid height was determined by GEOID03.
 GY0261
 GY0261.The dynamic height is computed by dividing the NAVD 88
 GY0261.geopotential number by the normal gravity value computed on the
 GY0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0261.degrees latitude (g = 980.6199 gals.).
 GY0261
 GY0261.The modeled gravity was interpolated from observed gravity values.
 GY0261
 GY0261;                    North         East    Units  Estimated Accuracy
 GY0261;SPC WV S     -    78,610.      495,460.      MT  (+/- 180 meters Scaled)
 GY0261
 GY0261                          SUPERSEDED SURVEY CONTROL
 GY0261
 GY0261  NGVD 29 (??/??/92)  236.591  (m)          776.22   (f) ADJ UNCH    2 0
 GY0261
 GY0261.Superseded values are not recommended for survey control.
 GY0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0261.See file dsdata.txt to determine how the superseded data were derived.
 GY0261
 GY0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB954734(NAD 83)
 GY0261_MARKER: DB = BENCH MARK DISK
 GY0261_SETTING: 66 = SET IN ROCK OUTCROP
 GY0261_SP_SET: ROCK LEDGE
 GY0261_STAMPING: X 142 1957
 GY0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0261+STABILITY: POSITION/ELEVATION WELL
 GY0261
 GY0261  HISTORY     - Date     Condition        Report By
 GY0261  HISTORY     - 1957     MONUMENTED       CGS
 GY0261  HISTORY     - 1976     GOOD             BAKER
 GY0261
 GY0261                          STATION DESCRIPTION
 GY0261
 GY0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0261'3.9 MI NW FROM TAYLORSVILLE.
 GY0261'ABOUT 3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 119 FROM THE JUNCTION
 GY0261'OF RED JACKET ROAD AT TAYLORSVILLE, ABOUT 80 YARDS SOUTH OF
 GY0261'JUNCTION OF STATE HIGHWAY 65 S LEADING NORTH, SET IN THE TOP
 GY0261'AND NEAR THE CENTER OF A PROMINENT ROCK LEDGE ABOUT 30 BY 15
 GY0261'FEET, 101 FEET WEST OF CENTER LINE OF HIGHWAY 119, 13 FEET
 GY0261'SOUTH OF CENTER LINE OF A PRIVATE ROAD WEST, 48 FEET EAST-SOUTHEAST
 GY0261'AND ACROSS PRIVATE ROAD FROM POWER POLE WITH STREET LIGHT, 1
 GY0261'FOOT NORTH OF WEST CORNER OF A 12-INCH TRIANGLE CHISELED IN LEDGE
 GY0261'AND ABOUT 12 FEET ABOVE LEVEL OF HIGHWAY.  NOTE-- MARK IS ABOUT
 GY0261'0.65 MILE SOUTH ALONG STATE HIGHWAY 65 S FROM THE BAPTIST CHURCH
 GY0261'AT DELBARTON.
 GY0261
 GY0261                          STATION RECOVERY (1976)
 GY0261
 GY0261'RECOVERY NOTE BY M BAKER JR INCORPORATED 1976
 GY0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0311 ***********************************************************************
 GY0311  DESIGNATION -  X 143
 GY0311  PID         -  GY0311
 GY0311  STATE/COUNTY-  WV/LOGAN
 GY0311  USGS QUAD   -  HOLDEN (1989)
 GY0311
 GY0311                         *CURRENT SURVEY CONTROL
 GY0311  ___________________________________________________________________
 GY0311* NAD 83(1986)-  37 45 17.     (N)    082 04 26.     (W)     SCALED    
 GY0311* NAVD 88     -       325.289  (meters)    1067.22   (feet)  ADJUSTED  
 GY0311  ___________________________________________________________________
 GY0311  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GY0311  DYNAMIC HT  -         325.049 (meters)    1066.43  (feet)  COMP
 GY0311  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 GY0311
 GY0311  VERT ORDER  -  SECOND    CLASS 0
 GY0311
 GY0311.The horizontal coordinates were scaled from a topographic map and have
 GY0311.an estimated accuracy of +/- 6 seconds.
 GY0311
 GY0311.The orthometric height was determined by differential leveling
 GY0311.and adjusted by the National Geodetic Survey in June 1991..
 GY0311
 GY0311.The geoid height was determined by GEOID03.
 GY0311
 GY0311.The dynamic height is computed by dividing the NAVD 88
 GY0311.geopotential number by the normal gravity value computed on the
 GY0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0311.degrees latitude (g = 980.6199 gals.).
 GY0311
 GY0311.The modeled gravity was interpolated from observed gravity values.
 GY0311
 GY0311;                    North         East    Units  Estimated Accuracy
 GY0311;SPC WV S     -    84,310.      505,370.      MT  (+/- 180 meters Scaled)
 GY0311
 GY0311                          SUPERSEDED SURVEY CONTROL
 GY0311
 GY0311  NGVD 29 (??/??/92)  325.502  (m)         1067.92   (f) ADJ UNCH    2 0
 GY0311
 GY0311.Superseded values are not recommended for survey control.
 GY0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0311.See file dsdata.txt to determine how the superseded data were derived.
 GY0311
 GY0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB054791(NAD 83)
 GY0311_MARKER: DB = BENCH MARK DISK
 GY0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0311_SP_SET: FOUNDATION
 GY0311_STAMPING: X 143 1957
 GY0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0311
 GY0311  HISTORY     - Date     Condition        Report By
 GY0311  HISTORY     - 1957     MONUMENTED       CGS
 GY0311
 GY0311                          STATION DESCRIPTION
 GY0311
 GY0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0311'4.7 MI W FROM OMAR.
 GY0311'ABOUT 4.7 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GY0311'THE HIGH SCHOOL AT OMAR, ABOUT 0.35 MILE SOUTHEAST OF MINE NO.
 GY0311'22, SET IN THE TOP OF CONCRETE FOUNDATION OF TWO ABANDONED DEEP
 GY0311'WELLS, 37 1/2 FEET EAST OF EAST RAIL OF EAST ONE OF FOUR TRACKS,
 GY0311'327 FEET NORTH OF THREE DEEP WELL PUMPS PRESENTLY IN OPERATION,
 GY0311'224 FEET NORTH OF NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING,
 GY0311'16 1/2 FEET SOUTHWEST OF CENTER OF WELL, 8 1/2 FEET SOUTHEAST
 GY0311'OF CENTER OF TOP OF ANOTHER WELL, 1/2 FOOT EAST OF A LARGE EYE
 GY0311'BOLT AND ABOUT 6 1/2 FEET BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0196 ***********************************************************************
 GY0196  DESIGNATION -  X 144
 GY0196  PID         -  GY0196
 GY0196  STATE/COUNTY-  WV/LOGAN
 GY0196  USGS QUAD   -  HOLDEN (1989)
 GY0196
 GY0196                         *CURRENT SURVEY CONTROL
 GY0196  ___________________________________________________________________
 GY0196* NAD 83(1986)-  37 51 18.     (N)    082 04 02.     (W)     SCALED    
 GY0196* NAVD 88     -       240.923  (meters)     790.43   (feet)  ADJUSTED  
 GY0196  ___________________________________________________________________
 GY0196  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GY0196  DYNAMIC HT  -         240.746 (meters)     789.85  (feet)  COMP
 GY0196  MODELED GRAV-     979,889.2   (mgal)                       NAVD 88
 GY0196
 GY0196  VERT ORDER  -  SECOND    CLASS 0
 GY0196
 GY0196.The horizontal coordinates were scaled from a topographic map and have
 GY0196.an estimated accuracy of +/- 6 seconds.
 GY0196
 GY0196.The orthometric height was determined by differential leveling
 GY0196.and adjusted by the National Geodetic Survey in June 1991..
 GY0196
 GY0196.The geoid height was determined by GEOID03.
 GY0196
 GY0196.The dynamic height is computed by dividing the NAVD 88
 GY0196.geopotential number by the normal gravity value computed on the
 GY0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0196.degrees latitude (g = 980.6199 gals.).
 GY0196
 GY0196.The modeled gravity was interpolated from observed gravity values.
 GY0196
 GY0196;                    North         East    Units  Estimated Accuracy
 GY0196;SPC WV S     -    95,440.      506,090.      MT  (+/- 180 meters Scaled)
 GY0196
 GY0196                          SUPERSEDED SURVEY CONTROL
 GY0196
 GY0196  NGVD 29 (??/??/92)  241.139  (m)          791.14   (f) ADJ UNCH    2 0
 GY0196
 GY0196.Superseded values are not recommended for survey control.
 GY0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0196.See file dsdata.txt to determine how the superseded data were derived.
 GY0196
 GY0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB061902(NAD 83)
 GY0196_MARKER: DB = BENCH MARK DISK
 GY0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0196_SP_SET: BRIDGE
 GY0196_STAMPING: X 144 1957
 GY0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0196
 GY0196  HISTORY     - Date     Condition        Report By
 GY0196  HISTORY     - 1957     MONUMENTED       CGS
 GY0196
 GY0196                          STATION DESCRIPTION
 GY0196
 GY0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0196'AT SHEGON.
 GY0196'AT SHEGON, ALONG BLACK TOP ROAD FOLLOWING MUD FORK, IN THE TOP
 GY0196'OF THE NORTHWEST END OF SOUTHWEST ABUTMENT OF A PRIVATE CONCRETE
 GY0196'BRIDGE OVER MUD FORK, 50 FEET SOUTHWEST OF CENTER LINE OF MUD FORK
 GY0196'ROAD, 85 FEET SOUTHWEST AND ACROSS ROAD FROM WEST CORNER OF MUD
 GY0196'FORK UNITED BAPTIST CHURCH, 7 FEET NORTHWEST OF CENTER LINE OF
 GY0196'PRIVATE ROAD AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0298 ***********************************************************************
 GY0298  DESIGNATION -  X 145
 GY0298  PID         -  GY0298
 GY0298  STATE/COUNTY-  WV/MINGO
 GY0298  USGS QUAD   -  MAJESTIC (1977)
 GY0298
 GY0298                         *CURRENT SURVEY CONTROL
 GY0298  ___________________________________________________________________
 GY0298* NAD 83(1986)-  37 33 44.     (N)    082 02 51.     (W)     SCALED    
 GY0298* NAVD 88     -       258.567  (meters)     848.32   (feet)  ADJUSTED  
 GY0298  ___________________________________________________________________
 GY0298  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GY0298  DYNAMIC HT  -         258.367 (meters)     847.66  (feet)  COMP
 GY0298  MODELED GRAV-     979,850.6   (mgal)                       NAVD 88
 GY0298
 GY0298  VERT ORDER  -  SECOND    CLASS 0
 GY0298
 GY0298.The horizontal coordinates were scaled from a topographic map and have
 GY0298.an estimated accuracy of +/- 6 seconds.
 GY0298
 GY0298.The orthometric height was determined by differential leveling
 GY0298.and adjusted by the National Geodetic Survey in June 1991..
 GY0298
 GY0298.The geoid height was determined by GEOID03.
 GY0298
 GY0298.The dynamic height is computed by dividing the NAVD 88
 GY0298.geopotential number by the normal gravity value computed on the
 GY0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0298.degrees latitude (g = 980.6199 gals.).
 GY0298
 GY0298.The modeled gravity was interpolated from observed gravity values.
 GY0298
 GY0298;                    North         East    Units  Estimated Accuracy
 GY0298;SPC WV S     -    62,920.      507,460.      MT  (+/- 180 meters Scaled)
 GY0298
 GY0298                          SUPERSEDED SURVEY CONTROL
 GY0298
 GY0298  NGVD 29 (??/??/92)  258.776  (m)          849.00   (f) ADJ UNCH    2 0
 GY0298
 GY0298.Superseded values are not recommended for survey control.
 GY0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0298.See file dsdata.txt to determine how the superseded data were derived.
 GY0298
 GY0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB074577(NAD 83)
 GY0298_MARKER: DB = BENCH MARK DISK
 GY0298_SETTING: 66 = SET IN ROCK OUTCROP
 GY0298_SP_SET: ROCK CUT
 GY0298_STAMPING: X 145 1957
 GY0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0298+STABILITY: POSITION/ELEVATION WELL
 GY0298
 GY0298  HISTORY     - Date     Condition        Report By
 GY0298  HISTORY     - 1957     MONUMENTED       CGS
 GY0298
 GY0298                          STATION DESCRIPTION
 GY0298
 GY0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0298'2.6 MI NE FROM DEVON.
 GY0298'ABOUT 0.6 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0298'FROM THE STATION AT DEVON, THENCE ABOUT 1.95 MILES NORTHEAST
 GY0298'ALONG BEECH CREEK ROAD, ABOUT 143 YARDS SOUTH OF JUNCTION OF
 GY0298'A ROAD EAST ALONG RIGHTHAND FORK OF BEECH CREEK, SET VERTICALLY
 GY0298'IN THE EAST FACE OF A ROCK CUT, 24 FEET WEST OF CENTER LINE OF
 GY0298'ROAD, 30 FEET SOUTH OF NORTH END OF CUT, 1 1/2 FEET ABOVE AN
 GY0298'OVERHANGING ROCK LEDGE AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0663 ***********************************************************************
 HY0663  DESIGNATION -  X 146
 HY0663  PID         -  HY0663
 HY0663  STATE/COUNTY-  WV/WAYNE
 HY0663  USGS QUAD   -  WAYNE (1987)
 HY0663
 HY0663                         *CURRENT SURVEY CONTROL
 HY0663  ___________________________________________________________________
 HY0663* NAD 83(1986)-  38 11 34.     (N)    082 24 57.     (W)     SCALED    
 HY0663* NAVD 88     -       191.658  (meters)     628.80   (feet)  ADJUSTED  
 HY0663  ___________________________________________________________________
 HY0663  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HY0663  DYNAMIC HT  -         191.523 (meters)     628.36  (feet)  COMP
 HY0663  MODELED GRAV-     979,921.6   (mgal)                       NAVD 88
 HY0663
 HY0663  VERT ORDER  -  SECOND    CLASS 0
 HY0663
 HY0663.The horizontal coordinates were scaled from a topographic map and have
 HY0663.an estimated accuracy of +/- 6 seconds.
 HY0663
 HY0663.The orthometric height was determined by differential leveling
 HY0663.and adjusted by the National Geodetic Survey in June 1991..
 HY0663
 HY0663.The geoid height was determined by GEOID03.
 HY0663
 HY0663.The dynamic height is computed by dividing the NAVD 88
 HY0663.geopotential number by the normal gravity value computed on the
 HY0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0663.degrees latitude (g = 980.6199 gals.).
 HY0663
 HY0663.The modeled gravity was interpolated from observed gravity values.
 HY0663
 HY0663;                    North         East    Units  Estimated Accuracy
 HY0663;SPC WV S     -   133,330.      475,980.      MT  (+/- 180 meters Scaled)
 HY0663
 HY0663                          SUPERSEDED SURVEY CONTROL
 HY0663
 HY0663  NGVD 29 (??/??/92)  191.870  (m)          629.49   (f) ADJ UNCH    2 0
 HY0663
 HY0663.Superseded values are not recommended for survey control.
 HY0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0663.See file dsdata.txt to determine how the superseded data were derived.
 HY0663
 HY0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC760281(NAD 83)
 HY0663_MARKER: DB = BENCH MARK DISK
 HY0663_SETTING: 66 = SET IN ROCK OUTCROP
 HY0663_SP_SET: ROCK CUT
 HY0663_STAMPING: X 146 1957
 HY0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0663+STABILITY: POSITION/ELEVATION WELL
 HY0663
 HY0663  HISTORY     - Date     Condition        Report By
 HY0663  HISTORY     - 1957     MONUMENTED       CGS
 HY0663
 HY0663                          STATION DESCRIPTION
 HY0663
 HY0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0663'4.1 MI SE FROM WAYNE.
 HY0663'ABOUT 4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 HY0663'OF U.S. HIGHWAY 52 IN THE SOUTH PART OF WAYNE, 0.35 MILE EAST OF
 HY0663'BETHESDA BAPTIST CHURCH, ABOUT 3.5 MILES NORTHWEST ALONG HIGHWAY
 HY0663'37 FROM THE JUNCTION OF BLACK-TOP ROAD EAST OF EAST LYNN, AT
 HY0663'ABOUT THE CENTER OF A SHORT EAST-WEST TANGENT BETWEEN CURVES,
 HY0663'AT THE JUNCTION OF A DRIVE SOUTHEAST TO A 1 1/2-STORY HOUSE WITH
 HY0663'ASBESTOS SIDING, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT,
 HY0663'32 FEET NORTH OF CENTER LINE OF HIGHWAY, 42 FEET EAST OF WEST
 HY0663'END OF ROCK PART OF CUT, 2 FEET ABOVE GROUND AND ABOUT 3 FEET
 HY0663'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0353 ***********************************************************************
 GY0353  DESIGNATION -  X 147
 GY0353  PID         -  GY0353
 GY0353  STATE/COUNTY-  WV/WAYNE
 GY0353  USGS QUAD   -  WEBB (1989)
 GY0353
 GY0353                         *CURRENT SURVEY CONTROL
 GY0353  ___________________________________________________________________
 GY0353* NAD 83(1986)-  37 55 23.     (N)    082 27 02.     (W)     SCALED    
 GY0353* NAVD 88     -       190.533  (meters)     625.11   (feet)  ADJUSTED  
 GY0353  ___________________________________________________________________
 GY0353  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 GY0353  DYNAMIC HT  -         190.394 (meters)     624.65  (feet)  COMP
 GY0353  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 GY0353
 GY0353  VERT ORDER  -  SECOND    CLASS 0
 GY0353
 GY0353.The horizontal coordinates were scaled from a topographic map and have
 GY0353.an estimated accuracy of +/- 6 seconds.
 GY0353
 GY0353.The orthometric height was determined by differential leveling
 GY0353.and adjusted by the National Geodetic Survey in June 1991..
 GY0353
 GY0353.The geoid height was determined by GEOID03.
 GY0353
 GY0353.The dynamic height is computed by dividing the NAVD 88
 GY0353.geopotential number by the normal gravity value computed on the
 GY0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0353.degrees latitude (g = 980.6199 gals.).
 GY0353
 GY0353.The modeled gravity was interpolated from observed gravity values.
 GY0353
 GY0353;                    North         East    Units  Estimated Accuracy
 GY0353;SPC WV S     -   103,450.      472,470.      MT  (+/- 180 meters Scaled)
 GY0353
 GY0353                          SUPERSEDED SURVEY CONTROL
 GY0353
 GY0353  NGVD 29 (??/??/92)  190.753  (m)          625.83   (f) ADJ UNCH    2 0
 GY0353
 GY0353.Superseded values are not recommended for survey control.
 GY0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0353.See file dsdata.txt to determine how the superseded data were derived.
 GY0353
 GY0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB725982(NAD 83)
 GY0353_MARKER: DB = BENCH MARK DISK
 GY0353_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY0353_STAMPING: X 147 1957
 GY0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0353
 GY0353  HISTORY     - Date     Condition        Report By
 GY0353  HISTORY     - 1957     MONUMENTED       CGS
 GY0353
 GY0353                          STATION DESCRIPTION
 GY0353
 GY0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0353'2.1 MI N FROM CRUM.
 GY0353'ABOUT 2.1 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 GY0353'CRUM, ABOUT 0.4 MILE SOUTH OF CHRISTIAN BAPTIST CHURCH, ON THE
 GY0353'OUTSIDE OF A CRUVE WITH TANGENTS EXTENDING EAST AND SOUTHEAST
 GY0353'AND AT THE JUNCTION OF A ROAD LEADING WEST TO TRIPP, A SMALL
 GY0353'VILLAGE ON THE NORFOLK AND WESTERN RAILWAY, SET VERTICALLY IN THE
 GY0353'SOUTH FACE OF A PROJECTION OF ROCK ABOUT 12 BY 4 FEET IN A CUT,
 GY0353'92 FEET NORTHWEST OF CENTER LINE OF HIGHWAY AT CENTER OF JUNCTION
 GY0353'OF ROAD WEST, 28 FEET NORTH OF CENTER LINE OF ROAD WEST AND ABOUT
 GY0353'4 FEET ABOVE LEVEL OF HIGHWAY.  NOTE-- MARK MAY BE REACHED FROM
 GY0353'CRUM BY GOING ABOUT 1.9 MILES NORTH ALONG THE NORFOLK AND WESTERN
 GY0353'RAILWAY FROM THE STATION AT CRUM, THENCE ABOUT 1.15 MILES EAST
 GY0353'ALONG A ROAD FOLLOWING BULL CREEK TO JUNCTION OF HIGHWAY 52 AND
 GY0353'BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0362 ***********************************************************************
 GY0362  DESIGNATION -  X 148
 GY0362  PID         -  GY0362
 GY0362  STATE/COUNTY-  WV/WAYNE
 GY0362  USGS QUAD   -  WEBB (1989)
 GY0362
 GY0362                         *CURRENT SURVEY CONTROL
 GY0362  ___________________________________________________________________
 GY0362* NAD 83(1986)-  37 59 54.     (N)    082 24 25.     (W)     SCALED    
 GY0362* NAVD 88     -       213.909  (meters)     701.80   (feet)  ADJUSTED  
 GY0362  ___________________________________________________________________
 GY0362  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GY0362  DYNAMIC HT  -         213.754 (meters)     701.29  (feet)  COMP
 GY0362  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 GY0362
 GY0362  VERT ORDER  -  SECOND    CLASS 0
 GY0362
 GY0362.The horizontal coordinates were scaled from a topographic map and have
 GY0362.an estimated accuracy of +/- 6 seconds.
 GY0362
 GY0362.The orthometric height was determined by differential leveling
 GY0362.and adjusted by the National Geodetic Survey in June 1991..
 GY0362
 GY0362.The geoid height was determined by GEOID03.
 GY0362
 GY0362.The dynamic height is computed by dividing the NAVD 88
 GY0362.geopotential number by the normal gravity value computed on the
 GY0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0362.degrees latitude (g = 980.6199 gals.).
 GY0362
 GY0362.The modeled gravity was interpolated from observed gravity values.
 GY0362
 GY0362;                    North         East    Units  Estimated Accuracy
 GY0362;SPC WV S     -   111,740.      476,440.      MT  (+/- 180 meters Scaled)
 GY0362
 GY0362                          SUPERSEDED SURVEY CONTROL
 GY0362
 GY0362  NGVD 29 (??/??/92)  214.125  (m)          702.51   (f) ADJ UNCH    2 0
 GY0362
 GY0362.Superseded values are not recommended for survey control.
 GY0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0362.See file dsdata.txt to determine how the superseded data were derived.
 GY0362
 GY0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC764065(NAD 83)
 GY0362_MARKER: DB = BENCH MARK DISK
 GY0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0362_SP_SET: BRIDGE
 GY0362_STAMPING: X 148 1957
 GY0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0362
 GY0362  HISTORY     - Date     Condition        Report By
 GY0362  HISTORY     - 1957     MONUMENTED       CGS
 GY0362  HISTORY     - 20020325 POOR             INDIV
 GY0362
 GY0362                          STATION DESCRIPTION
 GY0362
 GY0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0362'3 MI S FROM DUNLOW.
 GY0362'ABOUT 3.0 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 GY0362'DUNLOW, AT VILLAGE OF MISSOURI BRANCH, AT THE JUNCTION OF A
 GY0362'ROAD EAST THRU CABWAYLINGO STATE FOREST, IN THE TOP OF THE
 GY0362'NORTHEAST END OF NORTHWEST ABUTMENT OF A 100-FOOT BRIDGE OVER
 GY0362'WEST FORK OF TWELVEPOLE CREEK, 13 FEET NORTHEAST OF CENTER LINE
 GY0362'OF HIGHWAY, 186 FEET SOUTHEAST OF CENTER OF JUNCTION OF ROAD
 GY0362'EAST AND 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 GY0362
 GY0362                          STATION RECOVERY (2002)
 GY0362
 GY0362'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLS)
 GY0362'STANDARD DISK STAMPED 'X 148 1957' HAS BEEN RELOCATED TO THE TOP OF
 GY0362'CONCRETE RAIL OF NEW BRIDGE. ADDITIONAL STAMPING 'RESET 1987'. RESET
 GY0362'APPROXIMATELY 3 FEET HIGHER THAN ORIGINAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0734 ***********************************************************************
 HY0734  DESIGNATION -  X 149
 HY0734  PID         -  HY0734
 HY0734  STATE/COUNTY-  WV/WAYNE
 HY0734  USGS QUAD   -  RADNOR (1989)
 HY0734
 HY0734                         *CURRENT SURVEY CONTROL
 HY0734  ___________________________________________________________________
 HY0734* NAD 83(1986)-  38 03 05.     (N)    082 27 09.     (W)     SCALED    
 HY0734* NAVD 88     -       320.228  (meters)    1050.61   (feet)  ADJUSTED  
 HY0734  ___________________________________________________________________
 HY0734  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HY0734  DYNAMIC HT  -         320.001 (meters)    1049.87  (feet)  COMP
 HY0734  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 HY0734
 HY0734  VERT ORDER  -  SECOND    CLASS 0
 HY0734
 HY0734.The horizontal coordinates were scaled from a topographic map and have
 HY0734.an estimated accuracy of +/- 6 seconds.
 HY0734
 HY0734.The orthometric height was determined by differential leveling
 HY0734.and adjusted by the National Geodetic Survey in June 1991..
 HY0734
 HY0734.The geoid height was determined by GEOID03.
 HY0734
 HY0734.The dynamic height is computed by dividing the NAVD 88
 HY0734.geopotential number by the normal gravity value computed on the
 HY0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0734.degrees latitude (g = 980.6199 gals.).
 HY0734
 HY0734.The modeled gravity was interpolated from observed gravity values.
 HY0734
 HY0734;                    North         East    Units  Estimated Accuracy
 HY0734;SPC WV S     -   117,690.      472,530.      MT  (+/- 180 meters Scaled)
 HY0734
 HY0734                          SUPERSEDED SURVEY CONTROL
 HY0734
 HY0734  NGVD 29 (??/??/92)  320.447  (m)         1051.33   (f) ADJ UNCH    2 0
 HY0734
 HY0734.Superseded values are not recommended for survey control.
 HY0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0734.See file dsdata.txt to determine how the superseded data were derived.
 HY0734
 HY0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC725125(NAD 83)
 HY0734_MARKER: DB = BENCH MARK DISK
 HY0734_SETTING: 66 = SET IN ROCK OUTCROP
 HY0734_SP_SET: SMALL CREEK
 HY0734_STAMPING: X 149 1957
 HY0734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0734+STABILITY: POSITION/ELEVATION WELL
 HY0734
 HY0734  HISTORY     - Date     Condition        Report By
 HY0734  HISTORY     - 1957     MONUMENTED       CGS
 HY0734
 HY0734                          STATION DESCRIPTION
 HY0734
 HY0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0734'3.4 MI NW FROM DUNLOW.
 HY0734'ABOUT 3.45 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE BRIDGE
 HY0734'OVER WEST FORK OF TWELVEPOLE CREEK AND JUNCTION OF U.S. HIGHWAY
 HY0734'52 AT DUNLOW, ABOUT 1.0 MILE NORTHEAST OF A BRIDGE OVER MILL
 HY0734'CREEK AND A CHURCH, ON THE OUTSIDE OF A LONG HORSESHOE CURVE WITH
 HY0734'BOTH TANGENTS EXTENDING SOUTH, SET IN THE TOP OF A SMALL ROCK
 HY0734'PROJECTION AT THE BOTTOM OF A SMALL ROCK CUT THAT IS ABOUT 15
 HY0734'FEET LONG AND ABOUT 7 FEET HIGH AT THE HIGHEST POINT, 14 FEET
 HY0734'NORTHWEST OF CENTER LINE OF ROAD, ABOUT MIDWAY BETWEEN THE
 HY0734'CENTER TWO OF FOUR DRILL HOLES THAT WERE DRILLED IN MAKING CUT
 HY0734'AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0336 ***********************************************************************
 GY0336  DESIGNATION -  X 150
 GY0336  PID         -  GY0336
 GY0336  STATE/COUNTY-  WV/MINGO
 GY0336  USGS QUAD   -  MYRTLE (1976)
 GY0336
 GY0336                         *CURRENT SURVEY CONTROL
 GY0336  ___________________________________________________________________
 GY0336* NAD 83(1986)-  37 50 56.     (N)    082 11 45.     (W)     SCALED    
 GY0336* NAVD 88     -       274.372  (meters)     900.17   (feet)  ADJUSTED  
 GY0336  ___________________________________________________________________
 GY0336  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GY0336  DYNAMIC HT  -         274.169 (meters)     899.50  (feet)  COMP
 GY0336  MODELED GRAV-     979,883.1   (mgal)                       NAVD 88
 GY0336
 GY0336  VERT ORDER  -  SECOND    CLASS 0
 GY0336
 GY0336.The horizontal coordinates were scaled from a topographic map and have
 GY0336.an estimated accuracy of +/- 6 seconds.
 GY0336
 GY0336.The orthometric height was determined by differential leveling
 GY0336.and adjusted by the National Geodetic Survey in June 1991..
 GY0336
 GY0336.The geoid height was determined by GEOID03.
 GY0336
 GY0336.The dynamic height is computed by dividing the NAVD 88
 GY0336.geopotential number by the normal gravity value computed on the
 GY0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0336.degrees latitude (g = 980.6199 gals.).
 GY0336
 GY0336.The modeled gravity was interpolated from observed gravity values.
 GY0336
 GY0336;                    North         East    Units  Estimated Accuracy
 GY0336;SPC WV S     -    94,900.      494,760.      MT  (+/- 180 meters Scaled)
 GY0336
 GY0336                          SUPERSEDED SURVEY CONTROL
 GY0336
 GY0336  NGVD 29 (??/??/92)  274.586  (m)          900.87   (f) ADJ UNCH    2 0
 GY0336
 GY0336.Superseded values are not recommended for survey control.
 GY0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0336.See file dsdata.txt to determine how the superseded data were derived.
 GY0336
 GY0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB947897(NAD 83)
 GY0336_MARKER: DB = BENCH MARK DISK
 GY0336_SETTING: 66 = SET IN ROCK OUTCROP
 GY0336_SP_SET: ROCK CUT
 GY0336_STAMPING: X 150 1957
 GY0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0336+STABILITY: POSITION/ELEVATION WELL
 GY0336
 GY0336  HISTORY     - Date     Condition        Report By
 GY0336  HISTORY     - 1957     MONUMENTED       CGS
 GY0336
 GY0336                          STATION DESCRIPTION
 GY0336
 GY0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0336'2.2 MI SW FROM DINGESS.
 GY0336'ABOUT 0.1 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GY0336'AT DINGESS, THENCE ABOUT 2.1 MILES SOUTHWEST ALONG A GRAVEL ROAD
 GY0336'LEADING TO LENORE, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 GY0336'CUT, 17 FEET NORTH OF CENTER LINE OF ROAD, 104 FEET WEST OF EAST
 GY0336'END OF ROCK PART OF CUT AND 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0596 ***********************************************************************
 HY0596  DESIGNATION -  X 151
 HY0596  PID         -  HY0596
 HY0596  STATE/COUNTY-  WV/LINCOLN
 HY0596  USGS QUAD   -  HAMLIN (1989)
 HY0596
 HY0596                         *CURRENT SURVEY CONTROL
 HY0596  ___________________________________________________________________
 HY0596* NAD 83(1986)-  38 16 43.     (N)    082 06 05.     (W)     SCALED    
 HY0596* NAVD 88     -       204.992  (meters)     672.54   (feet)  ADJUSTED  
 HY0596  ___________________________________________________________________
 HY0596  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HY0596  DYNAMIC HT  -         204.848 (meters)     672.07  (feet)  COMP
 HY0596  MODELED GRAV-     979,923.2   (mgal)                       NAVD 88
 HY0596
 HY0596  VERT ORDER  -  SECOND    CLASS 0
 HY0596
 HY0596.The horizontal coordinates were scaled from a topographic map and have
 HY0596.an estimated accuracy of +/- 6 seconds.
 HY0596
 HY0596.The orthometric height was determined by differential leveling
 HY0596.and adjusted by the National Geodetic Survey in June 1991..
 HY0596
 HY0596.The geoid height was determined by GEOID03.
 HY0596
 HY0596.The dynamic height is computed by dividing the NAVD 88
 HY0596.geopotential number by the normal gravity value computed on the
 HY0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0596.degrees latitude (g = 980.6199 gals.).
 HY0596
 HY0596.The modeled gravity was interpolated from observed gravity values.
 HY0596
 HY0596;                    North         East    Units  Estimated Accuracy
 HY0596;SPC WV S     -   142,480.      503,640.      MT  (+/- 180 meters Scaled)
 HY0596
 HY0596                          SUPERSEDED SURVEY CONTROL
 HY0596
 HY0596  NGVD 29 (??/??/92)  205.196  (m)          673.21   (f) ADJ UNCH    2 0
 HY0596
 HY0596.Superseded values are not recommended for survey control.
 HY0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0596.See file dsdata.txt to determine how the superseded data were derived.
 HY0596
 HY0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC036373(NAD 83)
 HY0596_MARKER: DB = BENCH MARK DISK
 HY0596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0596_SP_SET: BUILDING
 HY0596_STAMPING: X 151 1957
 HY0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0596
 HY0596  HISTORY     - Date     Condition        Report By
 HY0596  HISTORY     - 1957     MONUMENTED       CGS
 HY0596
 HY0596                          STATION DESCRIPTION
 HY0596
 HY0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0596'4.8 MI NW FROM SWEETLAND.
 HY0596'ABOUT 4.75 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 HY0596'AT SWEETLAND, 42 YARDS NORTH OF THE CENTER LINE OF THE ROAD,
 HY0596'1.3 FEET EAST OF THE SOUTHWEST CORNER OF A BUILDING, SET VERTICALLY
 HY0596'IN THE SOUTH FACE OF A YELLOW BRICK 2-STORY HAMLIN HIGH SCHOOL
 HY0596'BUILDING, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0578 ***********************************************************************
 HY0578  DESIGNATION -  X 152
 HY0578  PID         -  HY0578
 HY0578  STATE/COUNTY-  WV/LINCOLN
 HY0578  USGS QUAD   -  HAGER (1962)
 HY0578
 HY0578                         *CURRENT SURVEY CONTROL
 HY0578  ___________________________________________________________________
 HY0578* NAD 83(1986)-  38 10 51.     (N)    082 01 24.     (W)     SCALED    
 HY0578* NAVD 88     -       236.919  (meters)     777.29   (feet)  ADJUSTED  
 HY0578  ___________________________________________________________________
 HY0578  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY0578  DYNAMIC HT  -         236.750 (meters)     776.74  (feet)  COMP
 HY0578  MODELED GRAV-     979,909.4   (mgal)                       NAVD 88
 HY0578
 HY0578  VERT ORDER  -  SECOND    CLASS 0
 HY0578
 HY0578.The horizontal coordinates were scaled from a topographic map and have
 HY0578.an estimated accuracy of +/- 6 seconds.
 HY0578
 HY0578.The orthometric height was determined by differential leveling
 HY0578.and adjusted by the National Geodetic Survey in June 1991..
 HY0578
 HY0578.The geoid height was determined by GEOID03.
 HY0578
 HY0578.The dynamic height is computed by dividing the NAVD 88
 HY0578.geopotential number by the normal gravity value computed on the
 HY0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0578.degrees latitude (g = 980.6199 gals.).
 HY0578
 HY0578.The modeled gravity was interpolated from observed gravity values.
 HY0578
 HY0578;                    North         East    Units  Estimated Accuracy
 HY0578;SPC WV S     -   131,550.      510,350.      MT  (+/- 180 meters Scaled)
 HY0578
 HY0578                          SUPERSEDED SURVEY CONTROL
 HY0578
 HY0578  NGVD 29 (??/??/92)  237.128  (m)          777.98   (f) ADJ UNCH    2 0
 HY0578
 HY0578.Superseded values are not recommended for survey control.
 HY0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0578.See file dsdata.txt to determine how the superseded data were derived.
 HY0578
 HY0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC103263(NAD 83)
 HY0578_MARKER: DB = BENCH MARK DISK
 HY0578_SETTING: 66 = SET IN ROCK OUTCROP
 HY0578_SP_SET: ROCK CUT
 HY0578_STAMPING: X 152 1957
 HY0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0578+STABILITY: POSITION/ELEVATION WELL
 HY0578
 HY0578  HISTORY     - Date     Condition        Report By
 HY0578  HISTORY     - 1957     MONUMENTED       CGS
 HY0578
 HY0578                          STATION DESCRIPTION
 HY0578
 HY0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0578'5.8 MI SW FROM GRIFFITHSVILLE.
 HY0578'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 HY0578'AT GRIFFITHSVILLE, THENCE 5.45 MILE SOUTH AND WEST ALONG THE
 HY0578'MAIN GRAVEL ROAD, 1.4 MILE SOUTHWEST OF THE TOP OF THE GRADE
 HY0578'AND GAP, 0.65 MILE NORTHEAST OF PARSNER CREEK SCHOOL, 2.35
 HY0578'MILE NORTHEAST ALONG ROAD FOLLOWING PARSNER CREEK FROM ITS
 HY0578'JUNCTION WITH BLACKTOP ROAD LEADING NORTHWEST TO SIAS AND MYRA
 HY0578'AND SOUTH TO PALERMO AND SPURLOCKVILLE, 42 YARDS EAST OF THE
 HY0578'WEST END OF CUT, 53 YARDS WEST OF THE EAST END OF CUT, 73 YARDS
 HY0578'WEST OF 20-INCH CORRUGATED PIPE CULVERT FOR A CREEK BRANCH, 9
 HY0578'FEET NORTH OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN
 HY0578'THE SOUTH FACE OF A 6 FOOT HIGH SOLID ROCK CUT AND 3 FEET ABOVE
 HY0578'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0547 ***********************************************************************
 HY0547  DESIGNATION -  X 153
 HY0547  PID         -  HY0547
 HY0547  STATE/COUNTY-  WV/LINCOLN
 HY0547  USGS QUAD   -  BIG CREEK (1962)
 HY0547
 HY0547                         *CURRENT SURVEY CONTROL
 HY0547  ___________________________________________________________________
 HY0547* NAD 83(1986)-  38 03 29.     (N)    082 00 27.     (W)     SCALED    
 HY0547* NAVD 88     -       249.506  (meters)     818.59   (feet)  ADJUSTED  
 HY0547  ___________________________________________________________________
 HY0547  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HY0547  DYNAMIC HT  -         249.326 (meters)     818.00  (feet)  COMP
 HY0547  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 HY0547
 HY0547  VERT ORDER  -  SECOND    CLASS 0
 HY0547
 HY0547.The horizontal coordinates were scaled from a topographic map and have
 HY0547.an estimated accuracy of +/- 6 seconds.
 HY0547
 HY0547.The orthometric height was determined by differential leveling
 HY0547.and adjusted by the National Geodetic Survey in June 1991..
 HY0547
 HY0547.The geoid height was determined by GEOID03.
 HY0547
 HY0547.The dynamic height is computed by dividing the NAVD 88
 HY0547.geopotential number by the normal gravity value computed on the
 HY0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0547.degrees latitude (g = 980.6199 gals.).
 HY0547
 HY0547.The modeled gravity was interpolated from observed gravity values.
 HY0547
 HY0547;                    North         East    Units  Estimated Accuracy
 HY0547;SPC WV S     -   117,910.      511,590.      MT  (+/- 180 meters Scaled)
 HY0547
 HY0547                          SUPERSEDED SURVEY CONTROL
 HY0547
 HY0547  NGVD 29 (??/??/92)  249.719  (m)          819.29   (f) ADJ UNCH    2 0
 HY0547
 HY0547.Superseded values are not recommended for survey control.
 HY0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0547.See file dsdata.txt to determine how the superseded data were derived.
 HY0547
 HY0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC116127(NAD 83)
 HY0547_MARKER: DB = BENCH MARK DISK
 HY0547_SETTING: 66 = SET IN ROCK OUTCROP
 HY0547_SP_SET: ROCK CUT
 HY0547_STAMPING: X 153 1957
 HY0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0547+STABILITY: POSITION/ELEVATION WELL
 HY0547
 HY0547  HISTORY     - Date     Condition        Report By
 HY0547  HISTORY     - 1957     MONUMENTED       CGS
 HY0547
 HY0547                          STATION DESCRIPTION
 HY0547
 HY0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0547'2.8 MI NW FROM DOLLIE.
 HY0547'ABOUT 1.95 MILE NORTHWEST ALONG GRAVEL ROAD FROM THE SCHOOL AT
 HY0547'DOLLIE, THENCE 0.9 MILE NORTHEAST ALONG TRAIL ROAD, 42 YARDS
 HY0547'NORTHEAST OF THE JUNCTION OF CREEK BRANCHES AND A DRIVE SOUTHEAST
 HY0547'TO A HOUSE, 11 FEET SOUTH OF POWER POLE 516-C 13, 10 FEET EAST OF
 HY0547'THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE WEST FACE
 HY0547'OF A SLANTING 2 1/2 FEET HIGH LAYER OF ROCK IN A VEGETATION
 HY0547'COVERED CUT, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0496 ***********************************************************************
 HY0496  DESIGNATION -  X 154
 HY0496  PID         -  HY0496
 HY0496  STATE/COUNTY-  WV/LINCOLN
 HY0496  USGS QUAD   -  BIG CREEK (1962)
 HY0496
 HY0496                         *CURRENT SURVEY CONTROL
 HY0496  ___________________________________________________________________
 HY0496* NAD 83(1986)-  38 01 34.     (N)    082 06 28.     (W)     SCALED    
 HY0496* NAVD 88     -       188.651  (meters)     618.93   (feet)  ADJUSTED  
 HY0496  ___________________________________________________________________
 HY0496  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HY0496  DYNAMIC HT  -         188.514 (meters)     618.48  (feet)  COMP
 HY0496  MODELED GRAV-     979,902.7   (mgal)                       NAVD 88
 HY0496
 HY0496  VERT ORDER  -  SECOND    CLASS 0
 HY0496
 HY0496.The horizontal coordinates were scaled from a topographic map and have
 HY0496.an estimated accuracy of +/- 6 seconds.
 HY0496
 HY0496.The orthometric height was determined by differential leveling
 HY0496.and adjusted by the National Geodetic Survey in June 1991..
 HY0496
 HY0496.The geoid height was determined by GEOID03.
 HY0496
 HY0496.The dynamic height is computed by dividing the NAVD 88
 HY0496.geopotential number by the normal gravity value computed on the
 HY0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0496.degrees latitude (g = 980.6199 gals.).
 HY0496
 HY0496.The modeled gravity was interpolated from observed gravity values.
 HY0496
 HY0496;                    North         East    Units  Estimated Accuracy
 HY0496;SPC WV S     -   114,470.      502,750.      MT  (+/- 180 meters Scaled)
 HY0496
 HY0496                          SUPERSEDED SURVEY CONTROL
 HY0496
 HY0496  NGVD 29 (??/??/92)  188.864  (m)          619.63   (f) ADJ UNCH    2 0
 HY0496
 HY0496.Superseded values are not recommended for survey control.
 HY0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0496.See file dsdata.txt to determine how the superseded data were derived.
 HY0496
 HY0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC027092(NAD 83)
 HY0496_MARKER: DB = BENCH MARK DISK
 HY0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0496_SP_SET: CULVERT
 HY0496_STAMPING: X 154 1957
 HY0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0496
 HY0496  HISTORY     - Date     Condition        Report By
 HY0496  HISTORY     - 1957     MONUMENTED       CGS
 HY0496
 HY0496                          STATION DESCRIPTION
 HY0496
 HY0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0496'1.2 MI SE FROM HART.
 HY0496'ABOUT 1.25 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0496'FROM THE CROSSING OF STATE HIGHWAY 10 AT HART, ABOUT 262 YARDS
 HY0496'NORTHWEST OF STATION SIGN AND ROAD CROSSING AT FERRELLSBURG,
 HY0496'ABOUT 298 YARDS SOUTHEAST OF MILE POST 45, 92 YARDS EAST OF A
 HY0496'ROAD CROSSING, 36 YARDS WEST-NORTHWEST OF A SECTION TOOL HOUSE,
 HY0496'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF
 HY0496'A 3-FOOT CONCRETE BOX CULVERT UNDER TRACK, 18 1/2 FEET SOUTHWEST
 HY0496'OF SOUTHWEST RAIL AND ABOUT 7 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0494 ***********************************************************************
 HY0494  DESIGNATION -  X 154 X
 HY0494  PID         -  HY0494
 HY0494  STATE/COUNTY-  WV/LINCOLN
 HY0494  USGS QUAD   -  BIG CREEK (1962)
 HY0494
 HY0494                         *CURRENT SURVEY CONTROL
 HY0494  ___________________________________________________________________
 HY0494* NAD 83(1986)-  38 00 43.     (N)    082 04 31.     (W)     SCALED    
 HY0494* NAVD 88     -       189.198  (meters)     620.73   (feet)  ADJUSTED  
 HY0494  ___________________________________________________________________
 HY0494  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HY0494  DYNAMIC HT  -         189.060 (meters)     620.27  (feet)  COMP
 HY0494  MODELED GRAV-     979,899.6   (mgal)                       NAVD 88
 HY0494
 HY0494  VERT ORDER  -  SECOND    CLASS 0
 HY0494
 HY0494.The horizontal coordinates were scaled from a topographic map and have
 HY0494.an estimated accuracy of +/- 6 seconds.
 HY0494
 HY0494.The orthometric height was determined by differential leveling
 HY0494.and adjusted by the National Geodetic Survey in June 1991..
 HY0494
 HY0494.The geoid height was determined by GEOID03.
 HY0494
 HY0494.The dynamic height is computed by dividing the NAVD 88
 HY0494.geopotential number by the normal gravity value computed on the
 HY0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0494.degrees latitude (g = 980.6199 gals.).
 HY0494
 HY0494.The modeled gravity was interpolated from observed gravity values.
 HY0494
 HY0494;                    North         East    Units  Estimated Accuracy
 HY0494;SPC WV S     -   112,860.      505,580.      MT  (+/- 180 meters Scaled)
 HY0494
 HY0494                          SUPERSEDED SURVEY CONTROL
 HY0494
 HY0494  NGVD 29 (??/??/92)  189.411  (m)          621.43   (f) ADJ UNCH    2 0
 HY0494
 HY0494.Superseded values are not recommended for survey control.
 HY0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0494.See file dsdata.txt to determine how the superseded data were derived.
 HY0494
 HY0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC056076(NAD 83)
 HY0494_MARKER: DB = BENCH MARK DISK
 HY0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0494_SP_SET: CULVERT
 HY0494_STAMPING: X 154 X 1957
 HY0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0494
 HY0494  HISTORY     - Date     Condition        Report By
 HY0494  HISTORY     - 1957     MONUMENTED       CGS
 HY0494
 HY0494                          STATION DESCRIPTION
 HY0494
 HY0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0494'3.2 MI SE FROM HART.
 HY0494'ABOUT 3.25 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0494'FROM THE CROSSING OF STATE HIGHWAY 10 AT HART, ABOUT 0.2 MILE
 HY0494'SOUTHEAST OF MILE POST 47, SOUTHWEST AND AT ABOUT RIGHT ANGLE
 HY0494'ACROSS TRACK AND STATE HIGHWAY 10 FROM THE SOUTHEAST END OF A LONG
 HY0494'BENCH CUT ON NORTHEAST SIDE OF HIGHWAY, IN THE TOP OF THE
 HY0494'NORTHWEST END OF LARGE CONCRETE HEAD WALL OF A 3 1/2-FOOT CONCRETE
 HY0494'BOX CULVERT UNDER TRACK, 21 FEET SOUTHWEST OF SOUTHWEST RAIL,
 HY0494'1 FOOT SOUTHEAST OF NORTHWEST END OF HEADWALL AND ABOUT 10 FEET
 HY0494'BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0398 ***********************************************************************
 GY0398  DESIGNATION -  X 155
 GY0398  PID         -  GY0398
 GY0398  STATE/COUNTY-  WV/LOGAN
 GY0398  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0398
 GY0398                         *CURRENT SURVEY CONTROL
 GY0398  ___________________________________________________________________
 GY0398* NAD 83(1986)-  37 54 58.     (N)    082 05 15.     (W)     SCALED    
 GY0398* NAVD 88     -       264.575  (meters)     868.03   (feet)  ADJUSTED  
 GY0398  ___________________________________________________________________
 GY0398  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GY0398  DYNAMIC HT  -         264.380 (meters)     867.39  (feet)  COMP
 GY0398  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 GY0398
 GY0398  VERT ORDER  -  SECOND    CLASS 0
 GY0398
 GY0398.The horizontal coordinates were scaled from a topographic map and have
 GY0398.an estimated accuracy of +/- 6 seconds.
 GY0398
 GY0398.The orthometric height was determined by differential leveling
 GY0398.and adjusted by the National Geodetic Survey in June 1991..
 GY0398
 GY0398.The geoid height was determined by GEOID03.
 GY0398
 GY0398.The dynamic height is computed by dividing the NAVD 88
 GY0398.geopotential number by the normal gravity value computed on the
 GY0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0398.degrees latitude (g = 980.6199 gals.).
 GY0398
 GY0398.The modeled gravity was interpolated from observed gravity values.
 GY0398
 GY0398;                    North         East    Units  Estimated Accuracy
 GY0398;SPC WV S     -   102,240.      504,380.      MT  (+/- 180 meters Scaled)
 GY0398
 GY0398                          SUPERSEDED SURVEY CONTROL
 GY0398
 GY0398  NGVD 29 (??/??/92)  264.787  (m)          868.72   (f) ADJ UNCH    2 0
 GY0398
 GY0398.Superseded values are not recommended for survey control.
 GY0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0398.See file dsdata.txt to determine how the superseded data were derived.
 GY0398
 GY0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB044970(NAD 83)
 GY0398_MARKER: DB = BENCH MARK DISK
 GY0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0398_STAMPING: X 155 1957
 GY0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0398+STABILITY: SURFACE MOTION
 GY0398
 GY0398  HISTORY     - Date     Condition        Report By
 GY0398  HISTORY     - 1957     MONUMENTED       CGS
 GY0398
 GY0398                          STATION DESCRIPTION
 GY0398
 GY0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0398'7.9 MI SW FROM CHAPMANVILLE.
 GY0398'ABOUT 5.75 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE
 GY0398'HIGH SCHOOL AT CHAPMANVILLE, THENCE ABOUT 2.15 MILES SOUTH ALONG
 GY0398'A ROAD FOLLOWING SMOKEHOUSE FORK UPSTREAM, ABOUT 0.35 MILE
 GY0398'NORTH OF CONLEY SCHOOL, 64 FEET NORTHWEST OF CENTER OF JUNCTION
 GY0398'OF FORK OF ROAD, 37 FEET WEST OF CENTER LINE OF LOWER ROAD,
 GY0398'52 1/2 FEET WEST-NORTHWEST OF CENTER LINE OF UPPER ROAD, 55 1/2
 GY0398'FEET WEST-SOUTHWEST OF NORTHWEST END OF A CORRUGATED PIPE
 GY0398'CULVERT UNDER UPPER ROAD FOR A SMALL DRY BRANCH, 4 FEET
 GY0398'EAST-SOUTHEAST OF POWER POLE NO. 682-C 3, ABOUT 5 FEET BELOW
 GY0398'LEVEL OF UPPER ROAD AND SET IN THE TOP OF A CONCRETE POST
 GY0398'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2218 ***********************************************************************
 HX2218  DESIGNATION -  X 156
 HX2218  PID         -  HX2218
 HX2218  STATE/COUNTY-  WV/LINCOLN
 HX2218  USGS QUAD   -  MUD (1976)
 HX2218
 HX2218                         *CURRENT SURVEY CONTROL
 HX2218  ___________________________________________________________________
 HX2218* NAD 83(1986)-  38 01 42.     (N)    081 55 50.     (W)     SCALED    
 HX2218* NAVD 88     -       295.830  (meters)     970.57   (feet)  ADJUSTED  
 HX2218  ___________________________________________________________________
 HX2218  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HX2218  DYNAMIC HT  -         295.617 (meters)     969.87  (feet)  COMP
 HX2218  MODELED GRAV-     979,899.4   (mgal)                       NAVD 88
 HX2218
 HX2218  VERT ORDER  -  SECOND    CLASS 0
 HX2218
 HX2218.The horizontal coordinates were scaled from a topographic map and have
 HX2218.an estimated accuracy of +/- 6 seconds.
 HX2218
 HX2218.The orthometric height was determined by differential leveling
 HX2218.and adjusted by the National Geodetic Survey in June 1991..
 HX2218
 HX2218.The geoid height was determined by GEOID03.
 HX2218
 HX2218.The dynamic height is computed by dividing the NAVD 88
 HX2218.geopotential number by the normal gravity value computed on the
 HX2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2218.degrees latitude (g = 980.6199 gals.).
 HX2218
 HX2218.The modeled gravity was interpolated from observed gravity values.
 HX2218
 HX2218;                    North         East    Units  Estimated Accuracy
 HX2218;SPC WV S     -   114,540.      518,310.      MT  (+/- 180 meters Scaled)
 HX2218
 HX2218                          SUPERSEDED SURVEY CONTROL
 HX2218
 HX2218  NGVD 29 (??/??/92)  296.040  (m)          971.26   (f) ADJ UNCH    2 0
 HX2218
 HX2218.Superseded values are not recommended for survey control.
 HX2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2218.See file dsdata.txt to determine how the superseded data were derived.
 HX2218
 HX2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC183093(NAD 83)
 HX2218_MARKER: DB = BENCH MARK DISK
 HX2218_SETTING: 66 = SET IN ROCK OUTCROP
 HX2218_SP_SET: ROCK LEDGE
 HX2218_STAMPING: X 156 1957
 HX2218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2218+STABILITY: POSITION/ELEVATION WELL
 HX2218
 HX2218  HISTORY     - Date     Condition        Report By
 HX2218  HISTORY     - 1957     MONUMENTED       CGS
 HX2218
 HX2218                          STATION DESCRIPTION
 HX2218
 HX2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2218'10.2 MI SW FROM MADISON.
 HX2218'ABOUT 2.9 MILE SOUTH ALONG U.S. 119 FROM ITS JUNCTION WITH STATE
 HX2218'HIGHWAY 79 AT MADISON, THENCE 3.3 MILE SOUTHWEST ALONG GRAVEL
 HX2218'ROAD, THENCE 1.45 MILE SOUTHWEST ALONG BLACKTOP ROAD, THENCE
 HX2218'2.5 MILE NORTHWEST ALONG GRAVEL ROAD, 94 YARDS WEST OF C AND
 HX2218'C C C PIPELINE MARKER, DIRECTLY ACROSS THE ROAD AND CREEK FROM A
 HX2218'GAS WELL, 8 1/2 FEET SOUTHEAST OF A 3 1/2-INCH PIPELINE, 42
 HX2218'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY
 HX2218'IN THE SOUTHWEST FACE OF A 3-FOOT LAYER OF ROCK AT THE BOTTOM OF
 HX2218'THE SIDE OF A HILL, ABOUT 2 FEET ABOVE THE GROUND AND 1 1/2
 HX2218'FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- MARK MAY BE REACHED
 HX2218'FROM THE SCHOOL AT DOLLIE BY GOING 3.75 MILE EAST-SOUTHEAST
 HX2218'ALONG GRAVEL ROAD.  DOLLIE (LINCOLN COUNTY).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0413 ***********************************************************************
 GY0413  DESIGNATION -  X 157
 GY0413  PID         -  GY0413
 GY0413  STATE/COUNTY-  WV/LOGAN
 GY0413  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0413
 GY0413                         *CURRENT SURVEY CONTROL
 GY0413  ___________________________________________________________________
 GY0413* NAD 83(1986)-  37 59 28.     (N)    082 02 26.     (W)     SCALED    
 GY0413* NAVD 88     -       196.085  (meters)     643.32   (feet)  ADJUSTED  
 GY0413  ___________________________________________________________________
 GY0413  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GY0413  DYNAMIC HT  -         195.943 (meters)     642.86  (feet)  COMP
 GY0413  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 GY0413
 GY0413  VERT ORDER  -  SECOND    CLASS 0
 GY0413
 GY0413.The horizontal coordinates were scaled from a topographic map and have
 GY0413.an estimated accuracy of +/- 6 seconds.
 GY0413
 GY0413.The orthometric height was determined by differential leveling
 GY0413.and adjusted by the National Geodetic Survey in June 1991..
 GY0413
 GY0413.The geoid height was determined by GEOID03.
 GY0413
 GY0413.The dynamic height is computed by dividing the NAVD 88
 GY0413.geopotential number by the normal gravity value computed on the
 GY0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0413.degrees latitude (g = 980.6199 gals.).
 GY0413
 GY0413.The modeled gravity was interpolated from observed gravity values.
 GY0413
 GY0413;                    North         East    Units  Estimated Accuracy
 GY0413;SPC WV S     -   110,520.      508,600.      MT  (+/- 180 meters Scaled)
 GY0413
 GY0413                          SUPERSEDED SURVEY CONTROL
 GY0413
 GY0413  NGVD 29 (??/??/92)  196.298  (m)          644.02   (f) ADJ UNCH    2 0
 GY0413
 GY0413.Superseded values are not recommended for survey control.
 GY0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0413.See file dsdata.txt to determine how the superseded data were derived.
 GY0413
 GY0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC086053(NAD 83)
 GY0413_MARKER: DB = BENCH MARK DISK
 GY0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0413_SP_SET: WALL
 GY0413_STAMPING: X 157 1957
 GY0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0413
 GY0413  HISTORY     - Date     Condition        Report By
 GY0413  HISTORY     - 1957     MONUMENTED       CGS
 GY0413
 GY0413                          STATION DESCRIPTION
 GY0413
 GY0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0413'0.9 MI S FROM BIG CREEK.
 GY0413'ABOUT 0.9 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GY0413'FROM THE STATION AT BIG CREEK, AT STONE BRANCH, 37 YARDS NORTH
 GY0413'OF A ROAD CROSSING, ABOUT 200 YARDS SOUTHEAST OF MILE POST 51,
 GY0413'98 FEET NORTHEAST OF NORTHEAST RAIL OF NORTHEAST MAIN TRACK,
 GY0413'20 FEET SOUTHWEST OF CENTER LINE OF STATE HIGHWAY 10, 8 FEET
 GY0413'NORTH OF NORTH CORNER OF SMALL CHURCH BUILDING (STONE BRANCH
 GY0413'CHURCH OF GOD), IN THE TOP OF THE NORTHWEST END OF A CONCRETE
 GY0413'RETAINING WALL BETWEEN HIGHWAY AND CHURCH, ABOUT 2 1/2 FEET
 GY0413'BELOW LEVEL OF HIGHWAY AND ABOUT 6 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0347 ***********************************************************************
 GY0347  DESIGNATION -  X 158
 GY0347  PID         -  GY0347
 GY0347  STATE/COUNTY-  WV/MINGO
 GY0347  USGS QUAD   -  WILSONDALE (1981)
 GY0347
 GY0347                         *CURRENT SURVEY CONTROL
 GY0347  ___________________________________________________________________
 GY0347* NAD 83(1986)-  37 53 51.     (N)    082 18 38.     (W)     SCALED    
 GY0347* NAVD 88     -       287.270  (meters)     942.49   (feet)  ADJUSTED  
 GY0347  ___________________________________________________________________
 GY0347  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GY0347  DYNAMIC HT  -         287.059 (meters)     941.79  (feet)  COMP
 GY0347  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 GY0347
 GY0347  VERT ORDER  -  SECOND    CLASS 0
 GY0347
 GY0347.The horizontal coordinates were scaled from a topographic map and have
 GY0347.an estimated accuracy of +/- 6 seconds.
 GY0347
 GY0347.The orthometric height was determined by differential leveling
 GY0347.and adjusted by the National Geodetic Survey in June 1991..
 GY0347
 GY0347.The geoid height was determined by GEOID03.
 GY0347
 GY0347.The dynamic height is computed by dividing the NAVD 88
 GY0347.geopotential number by the normal gravity value computed on the
 GY0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0347.degrees latitude (g = 980.6199 gals.).
 GY0347
 GY0347.The modeled gravity was interpolated from observed gravity values.
 GY0347
 GY0347;                    North         East    Units  Estimated Accuracy
 GY0347;SPC WV S     -   100,430.      484,740.      MT  (+/- 180 meters Scaled)
 GY0347
 GY0347                          SUPERSEDED SURVEY CONTROL
 GY0347
 GY0347  NGVD 29 (??/??/92)  287.482  (m)          943.18   (f) ADJ UNCH    2 0
 GY0347
 GY0347.Superseded values are not recommended for survey control.
 GY0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0347.See file dsdata.txt to determine how the superseded data were derived.
 GY0347
 GY0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB847952(NAD 83)
 GY0347_MARKER: DB = BENCH MARK DISK
 GY0347_SETTING: 66 = SET IN ROCK OUTCROP
 GY0347_SP_SET: ROCK CUT
 GY0347_STAMPING: X 158 1957
 GY0347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0347+STABILITY: POSITION/ELEVATION WELL
 GY0347
 GY0347  HISTORY     - Date     Condition        Report By
 GY0347  HISTORY     - 1957     MONUMENTED       CGS
 GY0347
 GY0347                          STATION DESCRIPTION
 GY0347
 GY0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0347'5.6 MI NE FROM SELWYN.
 GY0347'ABOUT 0.15 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GY0347'AT SELWYN, THENCE ABOUT 2.8 MILES NORTHEAST ALONG A GRAVEL ROAD,
 GY0347'THENCE ABOUT 2.65 MILES EAST AND NORTHEAST ALONG JENNIE CREEK ROAD,
 GY0347'ABOUT 0.15 MILE EAST OF A 15-FOOT BRIDGE OVER JENNIE CREEK, ON
 GY0347'THE WEST SLOPE OF A LONG GRADE, SET VERTICALLY IN THE SOUTHWEST
 GY0347'FACE OF A LONG ROCK CUT, 17 FEET NORTHEAST OF CENTER LINE OR
 GY0347'ROAD, 60 FEET SOUTHEAST OF NORTHWEST END OF ROCK CUT AND ABOUT 3
 GY0347'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0738 ***********************************************************************
 HY0738  DESIGNATION -  X 159
 HY0738  PID         -  HY0738
 HY0738  STATE/COUNTY-  WV/WAYNE
 HY0738  USGS QUAD   -  RADNOR (1989)
 HY0738
 HY0738                         *CURRENT SURVEY CONTROL
 HY0738  ___________________________________________________________________
 HY0738* NAD 83(1986)-  38 01 24.     (N)    082 25 05.     (W)     SCALED    
 HY0738* NAVD 88     -       221.101  (meters)     725.40   (feet)  ADJUSTED  
 HY0738  ___________________________________________________________________
 HY0738  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY0738  DYNAMIC HT  -         220.941 (meters)     724.87  (feet)  COMP
 HY0738  MODELED GRAV-     979,902.9   (mgal)                       NAVD 88
 HY0738
 HY0738  VERT ORDER  -  SECOND    CLASS 0
 HY0738
 HY0738.The horizontal coordinates were scaled from a topographic map and have
 HY0738.an estimated accuracy of +/- 6 seconds.
 HY0738
 HY0738.The orthometric height was determined by differential leveling
 HY0738.and adjusted by the National Geodetic Survey in June 1991..
 HY0738
 HY0738.The geoid height was determined by GEOID03.
 HY0738
 HY0738.The dynamic height is computed by dividing the NAVD 88
 HY0738.geopotential number by the normal gravity value computed on the
 HY0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0738.degrees latitude (g = 980.6199 gals.).
 HY0738
 HY0738.The modeled gravity was interpolated from observed gravity values.
 HY0738
 HY0738;                    North         East    Units  Estimated Accuracy
 HY0738;SPC WV S     -   114,530.      475,500.      MT  (+/- 180 meters Scaled)
 HY0738
 HY0738                          SUPERSEDED SURVEY CONTROL
 HY0738
 HY0738  NGVD 29 (??/??/92)  221.316  (m)          726.10   (f) ADJ UNCH    2 0
 HY0738
 HY0738.Superseded values are not recommended for survey control.
 HY0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0738.See file dsdata.txt to determine how the superseded data were derived.
 HY0738
 HY0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC755093(NAD 83)
 HY0738_MARKER: DB = BENCH MARK DISK
 HY0738_SETTING: 66 = SET IN ROCK OUTCROP
 HY0738_SP_SET: ROCK OUTCROP
 HY0738_STAMPING: X 159 1957
 HY0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0738+STABILITY: POSITION/ELEVATION WELL
 HY0738
 HY0738  HISTORY     - Date     Condition        Report By
 HY0738  HISTORY     - 1957     MONUMENTED       CGS
 HY0738
 HY0738                          STATION DESCRIPTION
 HY0738
 HY0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0738'1.6 MI E FROM DUNLOW.
 HY0738'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0738'DUNLOW, THENCE ABOUT 0.8 MILE SOUTHEAST ALONG A ROAD FOLLOWING
 HY0738'BIG BRANCH, ABOUT 90 YARDS SOUTHEAST OF A 12-FOOT BRIDGE OVER
 HY0738'BIG BRANCH, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 HY0738'NORTHEAST AND NORTHWEST, IN A SMALL CLEARING SOUTH OF ROAD, IN
 HY0738'THE TOP OF A NARROW LEDGE ON THE NORTHWEST SIDE OF A 20 BY 10
 HY0738'FOOT AND 4-FOOT HIGH ROCK OUTCROP, 25 FEET SOUTH OF CENTER LINE
 HY0738'OF ROAD, 10 FEET NORTH OF SOUTH END OF OUTCROP AND ABOUT 4
 HY0738'FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1417 ***********************************************************************
 HW1417  DESIGNATION -  X 16
 HW1417  PID         -  HW1417
 HW1417  STATE/COUNTY-  WV/PENDLETON
 HW1417  USGS QUAD   -  CIRCLEVILLE (1995)
 HW1417
 HW1417                         *CURRENT SURVEY CONTROL
 HW1417  ___________________________________________________________________
 HW1417* NAD 83(1986)-  38 41 28.     (N)    079 24 07.     (W)     SCALED    
 HW1417* NAVD 88     -       966.514  (meters)    3170.97   (feet)  ADJUSTED  
 HW1417  ___________________________________________________________________
 HW1417  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HW1417  DYNAMIC HT  -         965.823 (meters)    3168.70  (feet)  COMP
 HW1417  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 HW1417
 HW1417  VERT ORDER  -  SECOND    CLASS 0
 HW1417
 HW1417.The horizontal coordinates were scaled from a topographic map and have
 HW1417.an estimated accuracy of +/- 6 seconds.
 HW1417
 HW1417.The orthometric height was determined by differential leveling
 HW1417.and adjusted by the National Geodetic Survey in June 1991..
 HW1417
 HW1417.The geoid height was determined by GEOID03.
 HW1417
 HW1417.The dynamic height is computed by dividing the NAVD 88
 HW1417.geopotential number by the normal gravity value computed on the
 HW1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1417.degrees latitude (g = 980.6199 gals.).
 HW1417
 HW1417.The modeled gravity was interpolated from observed gravity values.
 HW1417
 HW1417;                    North         East    Units  Estimated Accuracy
 HW1417;SPC WV S     -   188,900.      739,020.      MT  (+/- 180 meters Scaled)
 HW1417
 HW1417                          SUPERSEDED SURVEY CONTROL
 HW1417
 HW1417  NGVD 29 (??/??/92)  966.664  (m)         3171.46   (f) ADJ UNCH    2 0
 HW1417
 HW1417.Superseded values are not recommended for survey control.
 HW1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1417.See file dsdata.txt to determine how the superseded data were derived.
 HW1417
 HW1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC389837(NAD 83)
 HW1417_MARKER: DB = BENCH MARK DISK
 HW1417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1417_SP_SET: CULVERT
 HW1417_STAMPING: X 16 1934
 HW1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1417
 HW1417  HISTORY     - Date     Condition        Report By
 HW1417  HISTORY     - 1934     MONUMENTED       CGS
 HW1417  HISTORY     - 1954     GOOD             USE
 HW1417
 HW1417                          STATION DESCRIPTION
 HW1417
 HW1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1417'8.4 MI W FROM FRANKLIN.
 HW1417'8.4 MILES WEST ALONG U.S. HIGHWAY 33 FROM FRANKLIN, PENDLETON
 HW1417'COUNTY, 1.3 MILES EAST OF THE TOP OF NORTH FORK MOUNTAIN, ON
 HW1417'AN ABRUPT TURN, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH
 HW1417'END OF THE HEADWALL, AND 6 YARDS WEST OF THE CENTERLINE OF THE
 HW1417'HIGHWAY.  A STANDARD DISK, STAMPED X 16 1934.  NOTE-- 20 FEET
 HW1417'WEST OF CENTERLINE OF OLD HIGHWAY, 110 FEET WEST OF CENTERLINE
 HW1417'OF NEW HIGHWAY.
 HW1417
 HW1417                          STATION RECOVERY (1954)
 HW1417
 HW1417'RECOVERY NOTE BY US ENGINEERS 1954
 HW1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0225 ***********************************************************************
 GY0225  DESIGNATION -  X 160
 GY0225  PID         -  GY0225
 GY0225  STATE/COUNTY-  WV/WAYNE
 GY0225  USGS QUAD   -  WEBB (1989)
 GY0225
 GY0225                         *CURRENT SURVEY CONTROL
 GY0225  ___________________________________________________________________
 GY0225* NAD 83(1986)-  37 59 23.     (N)    082 23 01.     (W)     SCALED    
 GY0225* NAVD 88     -       217.565  (meters)     713.79   (feet)  ADJUSTED  
 GY0225  ___________________________________________________________________
 GY0225  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GY0225  DYNAMIC HT  -         217.407 (meters)     713.28  (feet)  COMP
 GY0225  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 GY0225
 GY0225  VERT ORDER  -  SECOND    CLASS 0
 GY0225
 GY0225.The horizontal coordinates were scaled from a topographic map and have
 GY0225.an estimated accuracy of +/- 6 seconds.
 GY0225
 GY0225.The orthometric height was determined by differential leveling
 GY0225.and adjusted by the National Geodetic Survey in June 1991..
 GY0225
 GY0225.The geoid height was determined by GEOID03.
 GY0225
 GY0225.The dynamic height is computed by dividing the NAVD 88
 GY0225.geopotential number by the normal gravity value computed on the
 GY0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0225.degrees latitude (g = 980.6199 gals.).
 GY0225
 GY0225.The modeled gravity was interpolated from observed gravity values.
 GY0225
 GY0225;                    North         East    Units  Estimated Accuracy
 GY0225;SPC WV S     -   110,750.      478,470.      MT  (+/- 180 meters Scaled)
 GY0225
 GY0225                          SUPERSEDED SURVEY CONTROL
 GY0225
 GY0225  NGVD 29 (??/??/92)  217.781  (m)          714.50   (f) ADJ UNCH    2 0
 GY0225
 GY0225.Superseded values are not recommended for survey control.
 GY0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0225.See file dsdata.txt to determine how the superseded data were derived.
 GY0225
 GY0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC785055(NAD 83)
 GY0225_MARKER: DB = BENCH MARK DISK
 GY0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0225_SP_SET: BRIDGE
 GY0225_STAMPING: X 160 1957
 GY0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0225
 GY0225  HISTORY     - Date     Condition        Report By
 GY0225  HISTORY     - 1957     MONUMENTED       CGS
 GY0225
 GY0225                          STATION DESCRIPTION
 GY0225
 GY0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0225'5.5 MI NW FROM WILSONDALE.
 GY0225'ABOUT 5.5 MILES NORTHWEST ALONG A GRAVEL AND BLACK TOP ROAD
 GY0225'FOLLOWING OLD GRADE OF THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0225'POST OFFICE AT WILSONDALE, AT THE JUNCTION OF A ROAD LEADING
 GY0225'EAST ACROSS BRIDGE TO A FIRE TOWER, IN THE TOP OF THE NORTH END OF
 GY0225'WEST ABUTMENT OF BRIDGE ON ROAD EAST, 51 FEET EAST OF CENTER
 GY0225'LINE OF BLACK TOP ROAD, 11 FEET NORTH OF CENTER LINE OF ROAD
 GY0225'EAST AND ABOUT 1 FOOT BELOW LEVEL OF ROAD EAST.  NOTE-- MARK IS
 GY0225'REACHED FROM THE SCHOOL AT DUNLOW BY GOING ABOUT 3.0 MILES SOUTH
 GY0225'ALONG U.S. HIGHWAY 52, THENCE ABOUT 2.05 MILES SOUTHEAST ALONG A
 GY0225'BLACK TOP ROAD LEADING THRU CABWAYLINGO STATE FOREST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2165 ***********************************************************************
 GX2165  DESIGNATION -  X 161
 GX2165  PID         -  GX2165
 GX2165  STATE/COUNTY-  WV/MINGO
 GX2165  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2165
 GX2165                         *CURRENT SURVEY CONTROL
 GX2165  ___________________________________________________________________
 GX2165* NAD 83(1986)-  37 36 48.     (N)    081 52 54.     (W)     SCALED    
 GX2165* NAVD 88     -       258.830  (meters)     849.18   (feet)  ADJUSTED  
 GX2165  ___________________________________________________________________
 GX2165  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX2165  DYNAMIC HT  -         258.632 (meters)     848.53  (feet)  COMP
 GX2165  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 GX2165
 GX2165  VERT ORDER  -  SECOND    CLASS 0
 GX2165
 GX2165.The horizontal coordinates were scaled from a topographic map and have
 GX2165.an estimated accuracy of +/- 6 seconds.
 GX2165
 GX2165.The orthometric height was determined by differential leveling
 GX2165.and adjusted by the National Geodetic Survey in June 1991..
 GX2165
 GX2165.The geoid height was determined by GEOID03.
 GX2165
 GX2165.The dynamic height is computed by dividing the NAVD 88
 GX2165.geopotential number by the normal gravity value computed on the
 GX2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2165.degrees latitude (g = 980.6199 gals.).
 GX2165
 GX2165.The modeled gravity was interpolated from observed gravity values.
 GX2165
 GX2165;                    North         East    Units  Estimated Accuracy
 GX2165;SPC WV S     -    68,440.      522,160.      MT  (+/- 180 meters Scaled)
 GX2165
 GX2165                          SUPERSEDED SURVEY CONTROL
 GX2165
 GX2165  NGVD 29 (??/??/92)  259.035  (m)          849.85   (f) ADJ UNCH    2 0
 GX2165
 GX2165.Superseded values are not recommended for survey control.
 GX2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2165.See file dsdata.txt to determine how the superseded data were derived.
 GX2165
 GX2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB221632(NAD 83)
 GX2165_MARKER: DB = BENCH MARK DISK
 GX2165_SETTING: 66 = SET IN ROCK OUTCROP
 GX2165_SP_SET: ROCK CUT
 GX2165_STAMPING: X 161 1957
 GX2165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2165+STABILITY: POSITION/ELEVATION WELL
 GX2165
 GX2165  HISTORY     - Date     Condition        Report By
 GX2165  HISTORY     - 1957     MONUMENTED       CGS
 GX2165
 GX2165                          STATION DESCRIPTION
 GX2165
 GX2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2165'1 MI W FROM GILBERT.
 GX2165'ABOUT 1.05 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION
 GX2165'OF STATE HIGHWAY 80 AT GILBERT, ABOUT 0.4 MILE EAST OF GILBERT
 GX2165'HIGH SCHOOL, IN THE WEST PART OF TOWN, AT THE JUNCTION OF A DRIVE
 GX2165'SOUTHWEST TO A 1-STORY HOUSE, SET VERTICALLY IN THE SOUTHWEST FACE
 GX2165'OF A ROCK CUT, 18 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 72
 GX2165'FEET NORTHWEST OF EXTENDED CENTER LINE OF DRIVE, ABOUT 3 FEET
 GX2165'ABOVE GROUND UNDER THE NORTHWEST EDGE OF AN OVERHANG OF ROCK CUT,
 GX2165'AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2217 ***********************************************************************
 GX2217  DESIGNATION -  X 162
 GX2217  PID         -  GX2217
 GX2217  STATE/COUNTY-  WV/LOGAN
 GX2217  USGS QUAD   -  MAN (1976)
 GX2217
 GX2217                         *CURRENT SURVEY CONTROL
 GX2217  ___________________________________________________________________
 GX2217* NAD 83(1986)-  37 44 57.     (N)    081 53 28.     (W)     SCALED    
 GX2217* NAVD 88     -       232.105  (meters)     761.50   (feet)  ADJUSTED  
 GX2217  ___________________________________________________________________
 GX2217  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GX2217  DYNAMIC HT  -         231.931 (meters)     760.93  (feet)  COMP
 GX2217  MODELED GRAV-     979,877.3   (mgal)                       NAVD 88
 GX2217
 GX2217  VERT ORDER  -  SECOND    CLASS 0
 GX2217
 GX2217.The horizontal coordinates were scaled from a topographic map and have
 GX2217.an estimated accuracy of +/- 6 seconds.
 GX2217
 GX2217.The orthometric height was determined by differential leveling
 GX2217.and adjusted by the National Geodetic Survey in June 1991..
 GX2217
 GX2217.The geoid height was determined by GEOID03.
 GX2217
 GX2217.The dynamic height is computed by dividing the NAVD 88
 GX2217.geopotential number by the normal gravity value computed on the
 GX2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2217.degrees latitude (g = 980.6199 gals.).
 GX2217
 GX2217.The modeled gravity was interpolated from observed gravity values.
 GX2217
 GX2217;                    North         East    Units  Estimated Accuracy
 GX2217;SPC WV S     -    83,530.      521,470.      MT  (+/- 180 meters Scaled)
 GX2217
 GX2217                          SUPERSEDED SURVEY CONTROL
 GX2217
 GX2217  NGVD 29 (??/??/92)  232.318  (m)          762.20   (f) ADJ UNCH    2 0
 GX2217
 GX2217.Superseded values are not recommended for survey control.
 GX2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2217.See file dsdata.txt to determine how the superseded data were derived.
 GX2217
 GX2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB214783(NAD 83)
 GX2217_MARKER: DB = BENCH MARK DISK
 GX2217_SETTING: 66 = SET IN ROCK OUTCROP
 GX2217_SP_SET: ROCK OUTCROP
 GX2217_STAMPING: X 162 1957
 GX2217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2217+STABILITY: POSITION/ELEVATION WELL
 GX2217
 GX2217  HISTORY     - Date     Condition        Report By
 GX2217  HISTORY     - 1957     MONUMENTED       CGS
 GX2217
 GX2217                          STATION DESCRIPTION
 GX2217
 GX2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2217'2 MI SE FROM EARLING.
 GX2217'ABOUT 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE CROSSING
 GX2217'OF STATE HIGHWAY 10 AND CHESAPEAKE AND OHIO RAILWAY AT EARLING,
 GX2217'ABOUT 1.1 MILES NORTHWEST OF BRIDGE OVER BUFFALO CREEK AT MAN,
 GX2217'ACROSS HIGHWAY FROM CLIFFSIDE DRIVE-IN, NEAR JUNCTION OF CLIFFSIDE
 GX2217'AVENUE, 56 FEET WEST OF CENTER LINE OF HIGHWAY, 18 FEET NORTH
 GX2217'OF A FENCE LINE, SET IN THE TOP AND NEAR CENTER OF A 30 BY
 GX2217'30-FOOT ROCK OUTCROP AND ABOUT 21 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1149 ***********************************************************************
 GX1149  DESIGNATION -  X 163
 GX1149  PID         -  GX1149
 GX1149  STATE/COUNTY-  WV/RALEIGH
 GX1149  USGS QUAD   -  LESTER (1976)
 GX1149
 GX1149                         *CURRENT SURVEY CONTROL
 GX1149  ___________________________________________________________________
 GX1149* NAD 83(1986)-  37 38 10.     (N)    081 18 51.     (W)     SCALED    
 GX1149* NAVD 88     -       499.606  (meters)    1639.12   (feet)  ADJUSTED  
 GX1149  ___________________________________________________________________
 GX1149  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1149  DYNAMIC HT  -         499.200 (meters)    1637.79  (feet)  COMP
 GX1149  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 GX1149
 GX1149  VERT ORDER  -  SECOND    CLASS 0
 GX1149
 GX1149.The horizontal coordinates were scaled from a topographic map and have
 GX1149.an estimated accuracy of +/- 6 seconds.
 GX1149
 GX1149.The orthometric height was determined by differential leveling
 GX1149.and adjusted by the National Geodetic Survey in June 1991..
 GX1149
 GX1149.The geoid height was determined by GEOID03.
 GX1149
 GX1149.The dynamic height is computed by dividing the NAVD 88
 GX1149.geopotential number by the normal gravity value computed on the
 GX1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1149.degrees latitude (g = 980.6199 gals.).
 GX1149
 GX1149.The modeled gravity was interpolated from observed gravity values.
 GX1149
 GX1149;                    North         East    Units  Estimated Accuracy
 GX1149;SPC WV S     -    70,650.      572,270.      MT  (+/- 180 meters Scaled)
 GX1149
 GX1149                          SUPERSEDED SURVEY CONTROL
 GX1149
 GX1149  NGVD 29 (??/??/92)  499.768  (m)         1639.66   (f) ADJ UNCH    2 0
 GX1149
 GX1149.Superseded values are not recommended for survey control.
 GX1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1149.See file dsdata.txt to determine how the superseded data were derived.
 GX1149
 GX1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB722654(NAD 83)
 GX1149_MARKER: DB = BENCH MARK DISK
 GX1149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1149_SP_SET: BUILDING
 GX1149_STAMPING: X 163 1960
 GX1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1149
 GX1149  HISTORY     - Date     Condition        Report By
 GX1149  HISTORY     - 1960     MONUMENTED       CGS
 GX1149
 GX1149                          STATION DESCRIPTION
 GX1149
 GX1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1149'AT HELEN.
 GX1149'AT HELEN, SET VERTICALLY IN THE NORTH STONE FACE OF GENERAL
 GX1149'STORE NO. 26, 83 1/2 FEET EAST OF EAST RAIL OF VIRGINIAN RAILWAY,
 GX1149'1 1/2 FEET WEST OF NORTHEAST CORNER OF BUILDING AND ABOUT 5 FEET
 GX1149'BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0312 ***********************************************************************
 JW0312  DESIGNATION -  X 17
 JW0312  PID         -  JW0312
 JW0312  STATE/COUNTY-  WV/HARDY
 JW0312  USGS QUAD   -  MOOREFIELD (1981)
 JW0312
 JW0312                         *CURRENT SURVEY CONTROL
 JW0312  ___________________________________________________________________
 JW0312* NAD 83(1986)-  39 05 53.     (N)    078 56 52.     (W)     SCALED    
 JW0312* NAVD 88     -       239.546  (meters)     785.91   (feet)  ADJUSTED  
 JW0312  ___________________________________________________________________
 JW0312  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JW0312  DYNAMIC HT  -         239.393 (meters)     785.41  (feet)  COMP
 JW0312  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 JW0312
 JW0312  VERT ORDER  -  SECOND    CLASS 0
 JW0312
 JW0312.The horizontal coordinates were scaled from a topographic map and have
 JW0312.an estimated accuracy of +/- 6 seconds.
 JW0312
 JW0312.The orthometric height was determined by differential leveling
 JW0312.and adjusted by the National Geodetic Survey in June 1991..
 JW0312
 JW0312.The geoid height was determined by GEOID03.
 JW0312
 JW0312.The dynamic height is computed by dividing the NAVD 88
 JW0312.geopotential number by the normal gravity value computed on the
 JW0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0312.degrees latitude (g = 980.6199 gals.).
 JW0312
 JW0312.The modeled gravity was interpolated from observed gravity values.
 JW0312
 JW0312;                    North         East    Units  Estimated Accuracy
 JW0312;SPC WV N     -    66,540.      647,770.      MT  (+/- 180 meters Scaled)
 JW0312
 JW0312                          SUPERSEDED SURVEY CONTROL
 JW0312
 JW0312  NGVD 29 (??/??/92)  239.702  (m)          786.42   (f) ADJ UNCH    2 0
 JW0312
 JW0312.Superseded values are not recommended for survey control.
 JW0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0312.See file dsdata.txt to determine how the superseded data were derived.
 JW0312
 JW0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD774296(NAD 83)
 JW0312_MARKER: DB = BENCH MARK DISK
 JW0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0312_STAMPING: X 17 1934
 JW0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0312+STABILITY: SURFACE MOTION
 JW0312
 JW0312  HISTORY     - Date     Condition        Report By
 JW0312  HISTORY     - 1934     MONUMENTED       CGS
 JW0312  HISTORY     - 1962     GOOD             SSC
 JW0312
 JW0312                          STATION DESCRIPTION
 JW0312
 JW0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0312'2.5 MI N FROM MOOREFIELD.
 JW0312'2.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0312'MOOREFIELD, HARDY COUNTY, 40 YARDS SOUTH OF THE FLAG STOP AT
 JW0312'CUNNINGHAM, 7 YARDS NORTH OF THE CENTERLINE OF A DIRT ROAD,
 JW0312'2 YARDS SOUTH OF A SWITCH LOCK 4 YARDS WEST OF THE CENTERLINE
 JW0312'OF THE TRACK, AND 1 FOOT LOWER THAN THE BASE OF THE RAIL.  A
 JW0312'STANDARD DISK, STAMPED X 17 1934. AND SET IN THE TOP OF A CONCRETE
 JW0312'POST.
 JW0312
 JW0312                          STATION RECOVERY (1962)
 JW0312
 JW0312'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1962
 JW0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2097 ***********************************************************************
 HX2097  DESIGNATION -  X 175
 HX2097  PID         -  HX2097
 HX2097  STATE/COUNTY-  WV/BOONE
 HX2097  USGS QUAD   -  MADISON (1976)
 HX2097
 HX2097                         *CURRENT SURVEY CONTROL
 HX2097  ___________________________________________________________________
 HX2097* NAD 83(1986)-  38 06 12.     (N)    081 50 45.     (W)     SCALED    
 HX2097* NAVD 88     -       208.089  (meters)     682.71   (feet)  ADJUSTED  
 HX2097  ___________________________________________________________________
 HX2097  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HX2097  DYNAMIC HT  -         207.940 (meters)     682.22  (feet)  COMP
 HX2097  MODELED GRAV-     979,906.6   (mgal)                       NAVD 88
 HX2097
 HX2097  VERT ORDER  -  SECOND    CLASS 0
 HX2097
 HX2097.The horizontal coordinates were scaled from a topographic map and have
 HX2097.an estimated accuracy of +/- 6 seconds.
 HX2097
 HX2097.The orthometric height was determined by differential leveling
 HX2097.and adjusted by the National Geodetic Survey in June 1991..
 HX2097
 HX2097.The geoid height was determined by GEOID03.
 HX2097
 HX2097.The dynamic height is computed by dividing the NAVD 88
 HX2097.geopotential number by the normal gravity value computed on the
 HX2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2097.degrees latitude (g = 980.6199 gals.).
 HX2097
 HX2097.The modeled gravity was interpolated from observed gravity values.
 HX2097
 HX2097;                    North         East    Units  Estimated Accuracy
 HX2097;SPC WV S     -   122,800.      525,820.      MT  (+/- 180 meters Scaled)
 HX2097
 HX2097                          SUPERSEDED SURVEY CONTROL
 HX2097
 HX2097  NGVD 29 (??/??/92)  208.299  (m)          683.39   (f) ADJ UNCH    2 0
 HX2097
 HX2097.Superseded values are not recommended for survey control.
 HX2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2097.See file dsdata.txt to determine how the superseded data were derived.
 HX2097
 HX2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC258176(NAD 83)
 HX2097_MARKER: DB = BENCH MARK DISK
 HX2097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2097_SP_SET: ABUTMENT
 HX2097_STAMPING: X 175 1958
 HX2097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2097
 HX2097  HISTORY     - Date     Condition        Report By
 HX2097  HISTORY     - 1958     MONUMENTED       CGS
 HX2097  HISTORY     - 1973     GOOD             LOCENG
 HX2097
 HX2097                          STATION DESCRIPTION
 HX2097
 HX2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2097'2.4 MI N FROM DANVILLE.
 HX2097'ABOUT 2.45 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2097'FROM THE STATION AT DANVILLE, 60 YARDS NORTH OF ROCK CREEK
 HX2097'STATION SIGN, IN TOP OF THE EAST END OF MASONRY ABUTMENT FOR
 HX2097'BRIDGE 328 OVER LITTLE COAL RIVER, 5.3 FEET EAST OF THE EAST
 HX2097'RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- MARK
 HX2097'IS SOUTH ABUTMENT.
 HX2097
 HX2097                          STATION RECOVERY (1973)
 HX2097
 HX2097'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2097'MARK ON S.E. COR OF SOUTH ABT. 50 FT. NORTH OF ROAD XING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2472 ***********************************************************************
 GX2472  DESIGNATION -  X 176
 GX2472  PID         -  GX2472
 GX2472  STATE/COUNTY-  WV/WYOMING
 GX2472  USGS QUAD   -  GILBERT (1977)
 GX2472
 GX2472                         *CURRENT SURVEY CONTROL
 GX2472  ___________________________________________________________________
 GX2472* NAD 83(1986)-  37 35 02.     (N)    081 46 36.     (W)     SCALED    
 GX2472* NAVD 88     -       401.627  (meters)    1317.67   (feet)  ADJUSTED  
 GX2472  ___________________________________________________________________
 GX2472  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GX2472  DYNAMIC HT  -         401.318 (meters)    1316.66  (feet)  COMP
 GX2472  MODELED GRAV-     979,847.4   (mgal)                       NAVD 88
 GX2472
 GX2472  VERT ORDER  -  SECOND    CLASS 0
 GX2472
 GX2472.The horizontal coordinates were scaled from a topographic map and have
 GX2472.an estimated accuracy of +/- 6 seconds.
 GX2472
 GX2472.The orthometric height was determined by differential leveling
 GX2472.and adjusted by the National Geodetic Survey in June 1991..
 GX2472
 GX2472.The geoid height was determined by GEOID03.
 GX2472
 GX2472.The dynamic height is computed by dividing the NAVD 88
 GX2472.geopotential number by the normal gravity value computed on the
 GX2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2472.degrees latitude (g = 980.6199 gals.).
 GX2472
 GX2472.The modeled gravity was interpolated from observed gravity values.
 GX2472
 GX2472;                    North         East    Units  Estimated Accuracy
 GX2472;SPC WV S     -    65,090.      531,400.      MT  (+/- 180 meters Scaled)
 GX2472
 GX2472                          SUPERSEDED SURVEY CONTROL
 GX2472
 GX2472  NGVD 29 (??/??/92)  401.823  (m)         1318.31   (f) ADJ UNCH    2 0
 GX2472
 GX2472.Superseded values are not recommended for survey control.
 GX2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2472.See file dsdata.txt to determine how the superseded data were derived.
 GX2472
 GX2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB314599(NAD 83)
 GX2472_MARKER: DB = BENCH MARK DISK
 GX2472_SETTING: 66 = SET IN ROCK OUTCROP
 GX2472_SP_SET: CUT
 GX2472_STAMPING: X 176 1958
 GX2472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2472+STABILITY: POSITION/ELEVATION WELL
 GX2472
 GX2472  HISTORY     - Date     Condition        Report By
 GX2472  HISTORY     - 1958     MONUMENTED       CGS
 GX2472  HISTORY     - 1963     GOOD             AEROS
 GX2472
 GX2472                          STATION DESCRIPTION
 GX2472
 GX2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2472'7.4 MI W FROM BAILEYVILLE.
 GX2472'ABOUT 7.4 MILES WEST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 GX2472'OVER GUYANDOT RIVER AT BAILEYSVILLE, ABOUT 0.25 MILE NORTHEAST
 GX2472'OF THE TOP OF A MOUNTAIN GRADE, ON THE INSIDE OF A CURVE, SET
 GX2472'VERTICALLY IN THE SOUTHEAST FACE OF A LARGE ROCK CUT, 21 FEET
 GX2472'NORTHWEST OF CENTER LINE OF ROAD, ABOUT 100 FEET NORTHEAST OF
 GX2472'CENTER OF CURVE AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK
 GX2472'MAY BE REACHED FROM GILBERT, MINGO COUNTY, BY GOING ABOUT 7.25
 GX2472'MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF STATE
 GX2472'HIGHWAY 80, THENCE ABOUT 1.7 MILES EAST ALONG A BLACK TOP ROAD
 GX2472'LEADING TO BAILEYSVILLE.
 GX2472
 GX2472                          STATION RECOVERY (1963)
 GX2472
 GX2472'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2492 ***********************************************************************
 GX2492  DESIGNATION -  X 177
 GX2492  PID         -  GX2492
 GX2492  STATE/COUNTY-  WV/WYOMING
 GX2492  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2492
 GX2492                         *CURRENT SURVEY CONTROL
 GX2492  ___________________________________________________________________
 GX2492* NAD 83(1986)-  37 37 03.     (N)    081 42 49.     (W)     SCALED    
 GX2492* NAVD 88     -       358.738  (meters)    1176.96   (feet)  ADJUSTED  
 GX2492  ___________________________________________________________________
 GX2492  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX2492  DYNAMIC HT  -         358.458 (meters)    1176.04  (feet)  COMP
 GX2492  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 GX2492
 GX2492  VERT ORDER  -  SECOND    CLASS 0
 GX2492
 GX2492.The horizontal coordinates were scaled from a topographic map and have
 GX2492.an estimated accuracy of +/- 6 seconds.
 GX2492
 GX2492.The orthometric height was determined by differential leveling
 GX2492.and adjusted by the National Geodetic Survey in June 1991..
 GX2492
 GX2492.The geoid height was determined by GEOID03.
 GX2492
 GX2492.The dynamic height is computed by dividing the NAVD 88
 GX2492.geopotential number by the normal gravity value computed on the
 GX2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2492.degrees latitude (g = 980.6199 gals.).
 GX2492
 GX2492.The modeled gravity was interpolated from observed gravity values.
 GX2492
 GX2492;                    North         East    Units  Estimated Accuracy
 GX2492;SPC WV S     -    68,780.      537,000.      MT  (+/- 180 meters Scaled)
 GX2492
 GX2492                          SUPERSEDED SURVEY CONTROL
 GX2492
 GX2492  NGVD 29 (??/??/92)  358.922  (m)         1177.56   (f) ADJ UNCH    2 0
 GX2492
 GX2492.Superseded values are not recommended for survey control.
 GX2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2492.See file dsdata.txt to determine how the superseded data were derived.
 GX2492
 GX2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB370636(NAD 83)
 GX2492_MARKER: DB = BENCH MARK DISK
 GX2492_SETTING: 66 = SET IN ROCK OUTCROP
 GX2492_SP_SET: CUT
 GX2492_STAMPING: X 177 1958
 GX2492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2492+STABILITY: POSITION/ELEVATION WELL
 GX2492
 GX2492  HISTORY     - Date     Condition        Report By
 GX2492  HISTORY     - 1958     MONUMENTED       CGS
 GX2492  HISTORY     - 1963     GOOD             AEROS
 GX2492
 GX2492                          STATION DESCRIPTION
 GX2492
 GX2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2492'10.4 MI SW FROM OCEANA.
 GX2492'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 10 FROM THE METHODIST
 GX2492'CHURCH AT OCEANA, THENCE ABOUT 7.5 MILES SOUTHWEST ALONG A
 GX2492'BLACK TOP ROAD, THENCE ABOUT 2.35 MILES SOUTHWEST AND WEST
 GX2492'ALONG A BLACK TOP ROAD, ABOUT 0.65 MILE SOUTHWEST OF THE WEST
 GX2492'ONE OF TWO 100-FOOT BRIDGES OVER CLEAR FORK, 0.55 MILE NORTHEAST
 GX2492'OF THE CROSSING OF THE VIRGINIAN RAILWAY, SET VERTICALLY IN
 GX2492'THE NORTHEAST FACE OF A LARGE ROCK CUT, 19 FEET SOUTHWEST OF
 GX2492'CENTER LINE OF ROAD AND IS UNDER THE SOUTHEAST EDGE OF AN
 GX2492'OVERHANGING ROCK, 3 FEET ABOVE GROUND AND ABOUT 4 FEET ABOVE
 GX2492'LEVEL OF ROAD.
 GX2492
 GX2492                          STATION RECOVERY (1963)
 GX2492
 GX2492'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1886 ***********************************************************************
 GX1886  DESIGNATION -  X 178
 GX1886  PID         -  GX1886
 GX1886  STATE/COUNTY-  WV/MCDOWELL
 GX1886  USGS QUAD   -  WAR (1977)
 GX1886
 GX1886                         *CURRENT SURVEY CONTROL
 GX1886  ___________________________________________________________________
 GX1886* NAD 83(1986)-  37 17 16.     (N)    081 40 29.     (W)     SCALED    
 GX1886* NAVD 88     -       469.522  (meters)    1540.42   (feet)  ADJUSTED  
 GX1886  ___________________________________________________________________
 GX1886  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX1886  DYNAMIC HT  -         469.125 (meters)    1539.12  (feet)  COMP
 GX1886  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GX1886
 GX1886  VERT ORDER  -  SECOND    CLASS 0
 GX1886
 GX1886.The horizontal coordinates were scaled from a topographic map and have
 GX1886.an estimated accuracy of +/- 6 seconds.
 GX1886
 GX1886.The orthometric height was determined by differential leveling
 GX1886.and adjusted by the National Geodetic Survey in June 1991..
 GX1886
 GX1886.The geoid height was determined by GEOID03.
 GX1886
 GX1886.The dynamic height is computed by dividing the NAVD 88
 GX1886.geopotential number by the normal gravity value computed on the
 GX1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1886.degrees latitude (g = 980.6199 gals.).
 GX1886
 GX1886.The modeled gravity was interpolated from observed gravity values.
 GX1886
 GX1886;                    North         East    Units  Estimated Accuracy
 GX1886;SPC WV S     -    32,160.      540,170.      MT  (+/- 180 meters Scaled)
 GX1886
 GX1886                          SUPERSEDED SURVEY CONTROL
 GX1886
 GX1886  NGVD 29 (??/??/92)  469.676  (m)         1540.93   (f) ADJ UNCH    2 0
 GX1886
 GX1886.Superseded values are not recommended for survey control.
 GX1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1886.See file dsdata.txt to determine how the superseded data were derived.
 GX1886
 GX1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB401270(NAD 83)
 GX1886_MARKER: DB = BENCH MARK DISK
 GX1886_SETTING: 66 = SET IN ROCK OUTCROP
 GX1886_SP_SET: SET IN ROCK OUTCROP
 GX1886_STAMPING: X 178 1958
 GX1886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1886+STABILITY: POSITION/ELEVATION WELL
 GX1886
 GX1886  HISTORY     - Date     Condition        Report By
 GX1886  HISTORY     - 1958     MONUMENTED       CGS
 GX1886
 GX1886                          STATION DESCRIPTION
 GX1886
 GX1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1886'2.8 MI SE FROM WAR.
 GX1886'2.75 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 GX1886'AT WAR, 18 FEET EAST OF CENTER LINE OF HIGHWAY, SET VERTICALLY
 GX1886'IN THE WEST FACE OF A LARGE ROCK CUT, 63 FEET SOUTH OF THE
 GX1886'SOUTH END OF THE EAST HEAD WALL FOR A 2-FOOT STONE BOX CULVERT,
 GX1886'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2486 ***********************************************************************
 GX2486  DESIGNATION -  X 179
 GX2486  PID         -  GX2486
 GX2486  STATE/COUNTY-  WV/WYOMING
 GX2486  USGS QUAD   -  OCEANA (1976)
 GX2486
 GX2486                         *CURRENT SURVEY CONTROL
 GX2486  ___________________________________________________________________
 GX2486* NAD 83(1986)-  37 39 15.     (N)    081 39 50.     (W)     SCALED    
 GX2486* NAVD 88     -       375.202  (meters)    1230.98   (feet)  ADJUSTED  
 GX2486  ___________________________________________________________________
 GX2486  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX2486  DYNAMIC HT  -         374.907 (meters)    1230.01  (feet)  COMP
 GX2486  MODELED GRAV-     979,830.8   (mgal)                       NAVD 88
 GX2486
 GX2486  VERT ORDER  -  SECOND    CLASS 0
 GX2486
 GX2486.The horizontal coordinates were scaled from a topographic map and have
 GX2486.an estimated accuracy of +/- 6 seconds.
 GX2486
 GX2486.The orthometric height was determined by differential leveling
 GX2486.and adjusted by the National Geodetic Survey in June 1991..
 GX2486
 GX2486.The geoid height was determined by GEOID03.
 GX2486
 GX2486.The dynamic height is computed by dividing the NAVD 88
 GX2486.geopotential number by the normal gravity value computed on the
 GX2486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2486.degrees latitude (g = 980.6199 gals.).
 GX2486
 GX2486.The modeled gravity was interpolated from observed gravity values.
 GX2486
 GX2486;                    North         East    Units  Estimated Accuracy
 GX2486;SPC WV S     -    72,820.      541,420.      MT  (+/- 180 meters Scaled)
 GX2486
 GX2486                          SUPERSEDED SURVEY CONTROL
 GX2486
 GX2486  NGVD 29 (??/??/92)  375.378  (m)         1231.55   (f) ADJ UNCH    2 0
 GX2486
 GX2486.Superseded values are not recommended for survey control.
 GX2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2486.See file dsdata.txt to determine how the superseded data were derived.
 GX2486
 GX2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB414676(NAD 83)
 GX2486_MARKER: DB = BENCH MARK DISK
 GX2486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX2486_SP_SET: CULVERT
 GX2486_STAMPING: X 179 1958
 GX2486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX2486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX2486+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003
 GX2486
 GX2486  HISTORY     - Date     Condition        Report By
 GX2486  HISTORY     - 1958     MONUMENTED       CGS
 GX2486  HISTORY     - 1963     GOOD             AEROS
 GX2486  HISTORY     - 20030202 GOOD             INDIV
 GX2486
 GX2486                          STATION DESCRIPTION
 GX2486
 GX2486'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2486'4.6 MI SW FROM OCEANA.
 GX2486'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 10 FROM THE METHODIST
 GX2486'CHURCH AT OCEANA, THENCE ABOUT 4.0 MILES SOUTHWEST ALONG A BLACK
 GX2486'TOP ROAD, 0.75 MILE SOUTH OF A 15-FOOT BRIDGE OVER MC DONALD
 GX2486'MILL CREEK, 0.35 MILE NORTHEAST OF SANDERS SCHOOL, ON THE
 GX2486'OUTSIDE AND AT NORTHEAST END OF A CURVE WITH TANGENTS EXTENDING
 GX2486'WEST AND NORTHEAST, SET IN THE TOP OF THE NORTHEAST END OF
 GX2486'SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 19 FEET
 GX2486'SOUTHEAST OF CENTER LINE OF ROAD, 1/2 FOOT SOUTHWEST OF NORTHEAST
 GX2486'END OF HEAD WALL AND 1 1/2 FEET BELOW LEVEL OF ROAD.
 GX2486
 GX2486                          STATION RECOVERY (1963)
 GX2486
 GX2486'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2486'RECOVERED IN GOOD CONDITION.
 GX2486
 GX2486                          STATION RECOVERY (2003)
 GX2486
 GX2486'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0362 ***********************************************************************
 JW0362  CBN         -  This is a Cooperative Base Network Control Station.
 JW0362  DESIGNATION -  X 18
 JW0362  PID         -  JW0362
 JW0362  STATE/COUNTY-  WV/HAMPSHIRE
 JW0362  USGS QUAD   -  AUGUSTA (1979)
 JW0362
 JW0362                         *CURRENT SURVEY CONTROL
 JW0362  ___________________________________________________________________
 JW0362* NAD 83(1995)-  39 17 44.00856(N)    078 38 13.89989(W)     ADJUSTED  
 JW0362* NAVD 88     -       390.653  (meters)    1281.67   (feet)  ADJUSTED  
 JW0362  ___________________________________________________________________
 JW0362  X           -     973,852.634 (meters)                     COMP
 JW0362  Y           -  -4,846,004.777 (meters)                     COMP
 JW0362  Z           -   4,017,990.128 (meters)                     COMP
 JW0362  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 JW0362  ELLIP HEIGHT-         357.64  (meters)          (04/23/01) GPS OBS
 JW0362  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JW0362  DYNAMIC HT  -         390.406 (meters)    1280.86  (feet)  COMP
 JW0362  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 JW0362
 JW0362  HORZ ORDER  -  A
 JW0362  VERT ORDER  -  SECOND    CLASS 0
 JW0362  ELLP ORDER  -  FOURTH    CLASS I
 JW0362
 JW0362.The horizontal coordinates were established by GPS observations
 JW0362.and adjusted by the National Geodetic Survey in April 2001..
 JW0362
 JW0362.The orthometric height was determined by differential leveling
 JW0362.and adjusted by the National Geodetic Survey in June 1991..
 JW0362
 JW0362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW0362
 JW0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW0362
 JW0362.The ellipsoidal height was determined by GPS observations
 JW0362.and is referenced to NAD 83.
 JW0362
 JW0362.The geoid height was determined by GEOID03.
 JW0362
 JW0362.The dynamic height is computed by dividing the NAVD 88
 JW0362.geopotential number by the normal gravity value computed on the
 JW0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0362.degrees latitude (g = 980.6199 gals.).
 JW0362
 JW0362.The modeled gravity was interpolated from observed gravity values.
 JW0362
 JW0362;                    North         East     Units Scale Factor Converg.
 JW0362;SPC WV N     -    88,677.641   674,425.476   MT  0.99995727   +0 33 01.0
 JW0362;UTM  17      - 4,352,237.432   703,757.105   MT  1.00011121   +1 29 48.9
 JW0362
 JW0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW0362!SPC WV N     -   0.99994389  x   0.99995727  =   0.99990117
 JW0362!UTM  17      -   0.99994389  x   1.00011121  =   1.00005510
 JW0362
 JW0362                          SUPERSEDED SURVEY CONTROL
 JW0362
 JW0362  NAVD 88 (04/23/01)  390.65   (m)         1281.7    (f) LEVELING    3  
 JW0362  NGVD 29 (??/??/92)  390.818  (m)         1282.21   (f) ADJ UNCH    2 0
 JW0362
 JW0362.Superseded values are not recommended for survey control.
 JW0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0362.See file dsdata.txt to determine how the superseded data were derived.
 JW0362
 JW0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD0375752237(NAD 83)
 JW0362_MARKER: DB = BENCH MARK DISK
 JW0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0362_STAMPING: X 18 1934
 JW0362_MARK LOGO: CGS   
 JW0362_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0362+STABILITY: SURFACE MOTION
 JW0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW0362+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2000
 JW0362
 JW0362  HISTORY     - Date     Condition        Report By
 JW0362  HISTORY     - 1934     MONUMENTED       CGS
 JW0362  HISTORY     - 20000331 GOOD             WVALS
 JW0362
 JW0362                          STATION DESCRIPTION
 JW0362
 JW0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0362'AT AUGUSTA.
 JW0362'AT AUGUSTA, HAMPSHIRE COUNTY, ON U.S. HIGHWAY 50, ABOUT 180 YARDS
 JW0362'SOUTHWEST OF THE POST OFFICE, ABOUT 60 YARDS NORTHEAST OF THE
 JW0362'JUNCTION WITH THE HIGHWAY LEADING TO FORD HILL, ABOUT 60 YARDS
 JW0362'SOUTHWEST OF THE AUGUSTA GARAGE, ABOUT 10 YARDS SOUTHEAST OF THE
 JW0362'CENTER LINE OF U.S. HIGHWAY 50, AND 2 FEET NORTHWEST OF A PLANK
 JW0362'FENCE.  A STANDARD DISK, STAMPED X 18 1934 AND SET IN THE TOP
 JW0362'OF A CONCRETE POST.
 JW0362
 JW0362                          STATION RECOVERY (2000)
 JW0362
 JW0362'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (JRM)
 JW0362'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI) WEST OF CAPON BRIDGE,
 JW0362'12.8 (8 MI) EAST OF ROMNEY AND IN THE TOWN OF AUGUSTA.
 JW0362'
 JW0362'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JW0362'STATE HIGHWAY 29 GO WEST FOR 3.2 KM (2.0 MI) TO THE STATION ON THE
 JW0362'LEFT.
 JW0362'
 JW0362'THE STATION IS 50.3 M (165 FT) EAST OF THE INTERSECTION OF HIGHWAY 50
 JW0362'AND FORD HILL ROAD, 9.15 M (30 FT) SOUTH OF THE CENTERLINE OF THE
 JW0362'HIGHWAY AND 7.9 M (26 FT) NORTHWEST OF A 0.5 M (1.7 FT) DIAMETER ELM
 JW0362'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1232 ***********************************************************************
 GX1232  DESIGNATION -  X 181 RESET 1965
 GX1232  PID         -  GX1232
 GX1232  STATE/COUNTY-  WV/WYOMING
 GX1232  USGS QUAD   -  MC GRAWS (1976)
 GX1232
 GX1232                         *CURRENT SURVEY CONTROL
 GX1232  ___________________________________________________________________
 GX1232* NAD 83(1986)-  37 40 55.     (N)    081 28 31.     (W)     SCALED    
 GX1232* NAVD 88     -       558.55   (+/-2cm)    1832.5    (feet)  VERTCON   
 GX1232  ___________________________________________________________________
 GX1232  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX1232
 GX1232  VERT ORDER  -  THIRD (See Below)
 GX1232
 GX1232.The horizontal coordinates were scaled from a topographic map and have
 GX1232.an estimated accuracy of +/- 6 seconds.
 GX1232
 GX1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX1232.The vertical order pertains to the NGVD 29 superseded value.
 GX1232
 GX1232.The geoid height was determined by GEOID03.
 GX1232
 GX1232;                    North         East    Units  Estimated Accuracy
 GX1232;SPC WV S     -    75,800.      558,080.      MT  (+/- 180 meters Scaled)
 GX1232
 GX1232                          SUPERSEDED SURVEY CONTROL
 GX1232
 GX1232  NGVD 29 (09/25/03)  558.72   (m)         1833.1    (f) RESET       3  
 GX1232
 GX1232.Superseded values are not recommended for survey control.
 GX1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1232.See file dsdata.txt to determine how the superseded data were derived.
 GX1232
 GX1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB580706(NAD 83)
 GX1232_MARKER: DD = SURVEY DISK
 GX1232_SETTING: 66 = SET IN ROCK OUTCROP
 GX1232_SP_SET: ROCK CUT
 GX1232_STAMPING: X 181 RESET 1965
 GX1232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1232+STABILITY: POSITION/ELEVATION WELL
 GX1232
 GX1232  HISTORY     - Date     Condition        Report By
 GX1232  HISTORY     - 1965     MONUMENTED       CGS
 GX1232  HISTORY     - 1968     GOOD             WVHD
 GX1232
 GX1232                          STATION DESCRIPTION
 GX1232
 GX1232'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1968
 GX1232'1.2 MI NW FROM MC GRAWS.
 GX1232'ORIGINAL DESCRIPTION-- ABOUT 1.25 MILES NORTHWEST ALONG A BLACKTOP
 GX1232'ROAD TO RAVENCLIFFE FROM THE JOHN MC GRAW SCHOOL AT MC GRAWS, 0.9 MILE
 GX1232'SOUTHEAST ALONG A BLACKTOP ROAD FROM THE JUNCTION OF A BLACKTOP ROAD,
 GX1232'AT RAVENCLIFFE, 0.1 MILE SOUTHEAST OF A POINT WHERE THE ROAD CROSSES
 GX1232'OVER THE SOUTHEAST END OF A TUNNEL ON THE VIRGINIAN RAILWAY, SET
 GX1232'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CUT, 14 FEET NORTHEAST
 GX1232'OF THE CENTER LINE OF THE ROAD, 75 FEET NORTHWEST OF THE NORTHEAST
 GX1232'END OF A 30 INCH PIPE CULVERT IN A SMALL RAVINE.  NOTE-- THE RESET
 GX1232'MARK IS IN THE IMMEDIATE VICINITY OF THE ABOVE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1336 ***********************************************************************
 GX1336  DESIGNATION -  X 182
 GX1336  PID         -  GX1336
 GX1336  STATE/COUNTY-  WV/MCDOWELL
 GX1336  USGS QUAD   -  ANAWALT (1977)
 GX1336
 GX1336                         *CURRENT SURVEY CONTROL
 GX1336  ___________________________________________________________________
 GX1336* NAD 83(1986)-  37 21 27.     (N)    081 27 28.     (W)     SCALED    
 GX1336* NAVD 88     -       489.656  (meters)    1606.48   (feet)  ADJUSTED  
 GX1336  ___________________________________________________________________
 GX1336  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX1336  DYNAMIC HT  -         489.234 (meters)    1605.10  (feet)  COMP
 GX1336  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 GX1336
 GX1336  VERT ORDER  -  SECOND    CLASS 0
 GX1336
 GX1336.The horizontal coordinates were scaled from a topographic map and have
 GX1336.an estimated accuracy of +/- 6 seconds.
 GX1336
 GX1336.The orthometric height was determined by differential leveling
 GX1336.and adjusted by the National Geodetic Survey in June 1991..
 GX1336
 GX1336.The geoid height was determined by GEOID03.
 GX1336
 GX1336.The dynamic height is computed by dividing the NAVD 88
 GX1336.geopotential number by the normal gravity value computed on the
 GX1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1336.degrees latitude (g = 980.6199 gals.).
 GX1336
 GX1336.The modeled gravity was interpolated from observed gravity values.
 GX1336
 GX1336;                    North         East    Units  Estimated Accuracy
 GX1336;SPC WV S     -    39,780.      559,440.      MT  (+/- 180 meters Scaled)
 GX1336
 GX1336                          SUPERSEDED SURVEY CONTROL
 GX1336
 GX1336  NGVD 29 (??/??/92)  489.791  (m)         1606.92   (f) ADJ UNCH    2 0
 GX1336
 GX1336.Superseded values are not recommended for survey control.
 GX1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1336.See file dsdata.txt to determine how the superseded data were derived.
 GX1336
 GX1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB594346(NAD 83)
 GX1336_MARKER: DB = BENCH MARK DISK
 GX1336_SETTING: 66 = SET IN ROCK OUTCROP
 GX1336_SP_SET: ROCK CUT
 GX1336_STAMPING: X 182 1958
 GX1336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1336+STABILITY: POSITION/ELEVATION WELL
 GX1336
 GX1336  HISTORY     - Date     Condition        Report By
 GX1336  HISTORY     - 1958     MONUMENTED       CGS
 GX1336
 GX1336                          STATION DESCRIPTION
 GX1336
 GX1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1336'8.4 MI SE FROM GARY.
 GX1336'ABOUT 8.4 MILES SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE
 GX1336'JUNCTION OF A BLACK TOP ROAD LEADING SOUTH TO ELBERT AT GARY,
 GX1336'0.45 MILE EAST OF THE PAGETON SCHOOL, ON THE OUTSIDE OF A LONG
 GX1336'CURVE WITH TANGENTS EXTENDING SOUTH AND WEST, ABOUT 50 YARDS
 GX1336'SOUTH OF THE JUNCTION OF A GRADED ROAD NORTHEAST, SET VERTICALLY
 GX1336'IN THE WEST FACE OF A ROCK CUT, 18 FEET EAST OF THE CENTER LINE
 GX1336'OF HIGHWAY, 42 FEET NORTH OF THE SOUTH END OF THE CUT, AND ABOUT
 GX1336'4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK MAY BE
 GX1336'REACHED BY GOING ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 52
 GX1336'FROM THE ELKHORN DISTRICT HIGH SCHOOL AT UPLAND, THENCE 4.2 MILES
 GX1336'SOUTHWEST ALONG A BLACK TOP ROAD TO GARY, THENCE 0.65 MILE
 GX1336'NORTHWEST ALONG STATE HIGHWAY 85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1185 ***********************************************************************
 GX1185  DESIGNATION -  X 183
 GX1185  PID         -  GX1185
 GX1185  STATE/COUNTY-  WV/RALEIGH
 GX1185  USGS QUAD   -  LESTER (1976)
 GX1185
 GX1185                         *CURRENT SURVEY CONTROL
 GX1185  ___________________________________________________________________
 GX1185* NAD 83(1986)-  37 42 41.     (N)    081 17 39.     (W)     SCALED    
 GX1185* NAVD 88     -       684.288  (meters)    2245.03   (feet)  ADJUSTED  
 GX1185  ___________________________________________________________________
 GX1185  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1185  DYNAMIC HT  -         683.731 (meters)    2243.21  (feet)  COMP
 GX1185  MODELED GRAV-     979,792.2   (mgal)                       NAVD 88
 GX1185
 GX1185  VERT ORDER  -  SECOND    CLASS 0
 GX1185
 GX1185.The horizontal coordinates were scaled from a topographic map and have
 GX1185.an estimated accuracy of +/- 6 seconds.
 GX1185
 GX1185.The orthometric height was determined by differential leveling
 GX1185.and adjusted by the National Geodetic Survey in June 1991..
 GX1185
 GX1185.The geoid height was determined by GEOID03.
 GX1185
 GX1185.The dynamic height is computed by dividing the NAVD 88
 GX1185.geopotential number by the normal gravity value computed on the
 GX1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1185.degrees latitude (g = 980.6199 gals.).
 GX1185
 GX1185.The modeled gravity was interpolated from observed gravity values.
 GX1185
 GX1185;                    North         East    Units  Estimated Accuracy
 GX1185;SPC WV S     -    79,000.      574,060.      MT  (+/- 180 meters Scaled)
 GX1185
 GX1185                          SUPERSEDED SURVEY CONTROL
 GX1185
 GX1185  NGVD 29 (??/??/92)  684.450  (m)         2245.57   (f) ADJ UNCH    2 0
 GX1185
 GX1185.Superseded values are not recommended for survey control.
 GX1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1185.See file dsdata.txt to determine how the superseded data were derived.
 GX1185
 GX1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB740738(NAD 83)
 GX1185_MARKER: DB = BENCH MARK DISK
 GX1185_SETTING: 66 = SET IN ROCK OUTCROP
 GX1185_SP_SET: ROCK
 GX1185_STAMPING: X 183 1958
 GX1185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1185+STABILITY: POSITION/ELEVATION WELL
 GX1185
 GX1185  HISTORY     - Date     Condition        Report By
 GX1185  HISTORY     - 1958     MONUMENTED       CGS
 GX1185
 GX1185                          STATION DESCRIPTION
 GX1185
 GX1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1185'2 MI S FROM LESTER.
 GX1185'ABOUT 0.3 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE CHURCH
 GX1185'OF CHRIST AT LESTER, THENCE 1.65 MILES SOUTH ALONG TAMS MOUNTAIN
 GX1185'ROAD, ABOUT 89 YARDS WEST OF THE CENTER OF A CURVE WITH TANGENTS
 GX1185'EXTENDING WEST AND NORTHEAST, AND THE JUNCTION OF A DRIVE
 GX1185'LEADING EAST TO A GAS WELL, IN THE TOP OF A ROCK THAT IS 7 FEET
 GX1185'LONG AND 2 1/2 FEET HIGH THAT IS IN A HIGH BANK, 15 FEET SOUTH
 GX1185'OF CENTER LINE OF ROAD, 2 FEET EAST OF WEST END OF THE ROCK, 1/2
 GX1185'FOOT SOUTH OF THE NORTH EDGE OF THE ROCK, AND ABOUT 4 FEET ABOVE
 GX1185'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1294 ***********************************************************************
 GX1294  DESIGNATION -  X 184
 GX1294  PID         -  GX1294
 GX1294  STATE/COUNTY-  WV/MCDOWELL
 GX1294  USGS QUAD   -  KEYSTONE (1976)
 GX1294
 GX1294                         *CURRENT SURVEY CONTROL
 GX1294  ___________________________________________________________________
 GX1294* NAD 83(1986)-  37 24 18.     (N)    081 25 13.     (W)     SCALED    
 GX1294* NAVD 88     -       543.956  (meters)    1784.63   (feet)  ADJUSTED  
 GX1294  ___________________________________________________________________
 GX1294  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GX1294  DYNAMIC HT  -         543.488 (meters)    1783.09  (feet)  COMP
 GX1294  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 GX1294
 GX1294  VERT ORDER  -  SECOND    CLASS 0
 GX1294
 GX1294.The horizontal coordinates were scaled from a topographic map and have
 GX1294.an estimated accuracy of +/- 6 seconds.
 GX1294
 GX1294.The orthometric height was determined by differential leveling
 GX1294.and adjusted by the National Geodetic Survey in June 1991..
 GX1294
 GX1294.The geoid height was determined by GEOID03.
 GX1294
 GX1294.The dynamic height is computed by dividing the NAVD 88
 GX1294.geopotential number by the normal gravity value computed on the
 GX1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1294.degrees latitude (g = 980.6199 gals.).
 GX1294
 GX1294.The modeled gravity was interpolated from observed gravity values.
 GX1294
 GX1294;                    North         East    Units  Estimated Accuracy
 GX1294;SPC WV S     -    45,040.      562,790.      MT  (+/- 180 meters Scaled)
 GX1294
 GX1294                          SUPERSEDED SURVEY CONTROL
 GX1294
 GX1294  NGVD 29 (??/??/92)  544.088  (m)         1785.06   (f) ADJ UNCH    2 0
 GX1294
 GX1294.Superseded values are not recommended for survey control.
 GX1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1294.See file dsdata.txt to determine how the superseded data were derived.
 GX1294
 GX1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB628398(NAD 83)
 GX1294_MARKER: DB = BENCH MARK DISK
 GX1294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1294_SP_SET: CULVERT
 GX1294_STAMPING: X 184 1958
 GX1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1294
 GX1294  HISTORY     - Date     Condition        Report By
 GX1294  HISTORY     - 1958     MONUMENTED       CGS
 GX1294
 GX1294                          STATION DESCRIPTION
 GX1294
 GX1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1294'0.6 MI NW FROM UPLAND.
 GX1294'ABOUT 0.6 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1294'FROM THE ELKHORN DISTRICT SCHOOL AT UPLAND, ALSO ABOUT 1.4 MILES
 GX1294'SOUTHEAST ALONG THE RAILWAY FROM THE N. AND W. RY. STATION AT
 GX1294'NORTH FORK, 0.3 MILE NORTHWEST OF MILEPOST N 383, ABOUT 4 1/2
 GX1294'RAILS SOUTHEAST OF A ROAD CROSSING, IN TOP OF THE SOUTHEAST END
 GX1294'OF THE NORTHEAST HEAD WALL FOR A 10-FOOT CONCRETE BOX CULVERT,
 GX1294'12 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK,
 GX1294'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2152 ***********************************************************************
 HX2152  DESIGNATION -  X 185
 HX2152  PID         -  HX2152
 HX2152  STATE/COUNTY-  WV/BOONE
 HX2152  USGS QUAD   -  RACINE (1976)
 HX2152
 HX2152                         *CURRENT SURVEY CONTROL
 HX2152  ___________________________________________________________________
 HX2152* NAD 83(1986)-  38 08 40.     (N)    081 41 53.     (W)     SCALED    
 HX2152* NAVD 88     -       207.482  (meters)     680.71   (feet)  ADJUSTED  
 HX2152  ___________________________________________________________________
 HX2152  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HX2152  DYNAMIC HT  -         207.331 (meters)     680.22  (feet)  COMP
 HX2152  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 HX2152
 HX2152  VERT ORDER  -  SECOND    CLASS 0
 HX2152
 HX2152.The horizontal coordinates were scaled from a topographic map and have
 HX2152.an estimated accuracy of +/- 6 seconds.
 HX2152
 HX2152.The orthometric height was determined by differential leveling
 HX2152.and adjusted by the National Geodetic Survey in June 1991..
 HX2152
 HX2152.The geoid height was determined by GEOID03.
 HX2152
 HX2152.The dynamic height is computed by dividing the NAVD 88
 HX2152.geopotential number by the normal gravity value computed on the
 HX2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2152.degrees latitude (g = 980.6199 gals.).
 HX2152
 HX2152.The modeled gravity was interpolated from observed gravity values.
 HX2152
 HX2152;                    North         East    Units  Estimated Accuracy
 HX2152;SPC WV S     -   127,250.      538,810.      MT  (+/- 180 meters Scaled)
 HX2152
 HX2152                          SUPERSEDED SURVEY CONTROL
 HX2152
 HX2152  NGVD 29 (??/??/92)  207.689  (m)          681.39   (f) ADJ UNCH    2 0
 HX2152
 HX2152.Superseded values are not recommended for survey control.
 HX2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2152.See file dsdata.txt to determine how the superseded data were derived.
 HX2152
 HX2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC388220(NAD 83)
 HX2152_MARKER: DB = BENCH MARK DISK
 HX2152_SETTING: 80 = SET IN A BOULDER
 HX2152_SP_SET: BOULDER
 HX2152_STAMPING: X 185 1958
 HX2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2152+STABILITY: SURFACE MOTION
 HX2152
 HX2152  HISTORY     - Date     Condition        Report By
 HX2152  HISTORY     - 1958     MONUMENTED       CGS
 HX2152
 HX2152                          STATION DESCRIPTION
 HX2152
 HX2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2152'1.6 MI NW FROM PEYTONA.
 HX2152'ABOUT 1.55 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2152'FROM THE CROSSING OF U.S. HIGHWAY 119 AT PEYTONA, ALSO 2.35 MILES
 HX2152'SOUTHEAST ALONG THE RAILWAY FROM BRIDGE 101 OVER COAL RIVER AT
 HX2152'BRUSHTON, 710 YARDS SOUTH OF MILE POST 12, SET VERTICALLY IN THE
 HX2152'NORTHEAST FACE OF A 3-FOOT HIGH AND 6-FOOT WIDE PROJECTING PART OF
 HX2152'A LARGE BOULDER EMBEDDED IN HILLSIDE, 3 1/2 FEET ABOVE THE BOTTOM
 HX2152'OF A DITCH, 12 1/2 FEET NORTHWEST OF CENTER LINE OF ROAD PARALLELING
 HX2152'THE RAILROAD, ABOUT 35 YARDS NORTHWEST OF THE NORTHWEST END OF
 HX2152'CURVE AND ON THE OUTSIDE OF CURVE, 29 FEET NORTH OF THE CENTER OF
 HX2152'THE JUNCTION OF A TRAIL ROAD NORTHEAST AND DOWN TO THE TRACK, 52
 HX2152'YARDS SOUTHWEST OF THE Y JUNCTION OF A ROAD LEADING NORTH AND UPHILL,
 HX2152'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF ROAD.  NOTE-- THE MARK
 HX2152'IS NOT FACING THE ROAD, IT IS FACING NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2389 ***********************************************************************
 GX2389  DESIGNATION -  X 186
 GX2389  PID         -  GX2389
 GX2389  STATE/COUNTY-  WV/BOONE
 GX2389  USGS QUAD   -  CLOTHIER (1989)
 GX2389
 GX2389                         *CURRENT SURVEY CONTROL
 GX2389  ___________________________________________________________________
 GX2389* NAD 83(1986)-  37 55 58.     (N)    081 44 59.     (W)     SCALED    
 GX2389* NAVD 88     -       303.554  (meters)     995.91   (feet)  ADJUSTED  
 GX2389  ___________________________________________________________________
 GX2389  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GX2389  DYNAMIC HT  -         303.332 (meters)     995.18  (feet)  COMP
 GX2389  MODELED GRAV-     979,890.3   (mgal)                       NAVD 88
 GX2389
 GX2389  VERT ORDER  -  SECOND    CLASS 0
 GX2389
 GX2389.The horizontal coordinates were scaled from a topographic map and have
 GX2389.an estimated accuracy of +/- 6 seconds.
 GX2389
 GX2389.The orthometric height was determined by differential leveling
 GX2389.and adjusted by the National Geodetic Survey in June 1991..
 GX2389
 GX2389.The geoid height was determined by GEOID03.
 GX2389
 GX2389.The dynamic height is computed by dividing the NAVD 88
 GX2389.geopotential number by the normal gravity value computed on the
 GX2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2389.degrees latitude (g = 980.6199 gals.).
 GX2389
 GX2389.The modeled gravity was interpolated from observed gravity values.
 GX2389
 GX2389;                    North         East    Units  Estimated Accuracy
 GX2389;SPC WV S     -   103,790.      534,100.      MT  (+/- 180 meters Scaled)
 GX2389
 GX2389                          SUPERSEDED SURVEY CONTROL
 GX2389
 GX2389  NGVD 29 (??/??/92)  303.763  (m)          996.60   (f) ADJ UNCH    2 0
 GX2389
 GX2389.Superseded values are not recommended for survey control.
 GX2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2389.See file dsdata.txt to determine how the superseded data were derived.
 GX2389
 GX2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB341986(NAD 83)
 GX2389_MARKER: DB = BENCH MARK DISK
 GX2389_SETTING: 66 = SET IN ROCK OUTCROP
 GX2389_SP_SET: ROCK CUT
 GX2389_STAMPING: X 186 1958
 GX2389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2389+STABILITY: POSITION/ELEVATION WELL
 GX2389
 GX2389  HISTORY     - Date     Condition        Report By
 GX2389  HISTORY     - 1958     MONUMENTED       CGS
 GX2389
 GX2389                          STATION DESCRIPTION
 GX2389
 GX2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2389'6.2 MI SE FROM CLOTHIER.
 GX2389'ABOUT 6.0 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX2389'FROM THE STATION AT CLOTHIER, THENCE 0.25 MILE NORTHEAST ALONG
 GX2389'A GRAVEL ROAD ALONG WHITE OAK BRANCH, 0.35 MILE NORTHEAST OF
 GX2389'THE JUNCTION OF A WAGON ROAD ALONG SPRUCE LAUREL FORK, 0.25
 GX2389'MILE NORTHEAST OF THE CROSSING OF THE C. AND O. RAILWAY, 0.3
 GX2389'MILE NORTHEAST OF A WOODEN BRIDGE OVER SPRUCE LAUREL FORK, 0.2
 GX2389'MILE NORTHEAST OF A SMALL BRIDGE OVER WHITE OAK BRANCH, SET
 GX2389'VERTICALLY IN THE SOUTH FACE OF A 9-FOOT HIGH CLIFF OR CUT,
 GX2389'2 FEET ABOVE THE GROUND, 22 FEET NORTH OF THE CENTER LINE
 GX2389'OF ROAD, 26 FEET EAST OF THE NORTH END OF A 30-INCH CORRUGATED
 GX2389'PIPE CULVERT FOR A SMALL BRANCH NORTH, 5 YARDS EAST OF THE
 GX2389'WEST END OF THE ROCK, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF
 GX2389'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2330 ***********************************************************************
 GX2330  DESIGNATION -  X 187
 GX2330  PID         -  GX2330
 GX2330  STATE/COUNTY-  WV/BOONE
 GX2330  USGS QUAD   -  WHITESVILLE (1988)
 GX2330
 GX2330                         *CURRENT SURVEY CONTROL
 GX2330  ___________________________________________________________________
 GX2330* NAD 83(1986)-  37 56 54.     (N)    081 36 22.     (W)     SCALED    
 GX2330* NAVD 88     -       594.269  (meters)    1949.70   (feet)  ADJUSTED  
 GX2330  ___________________________________________________________________
 GX2330  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GX2330  DYNAMIC HT  -         593.834 (meters)    1948.27  (feet)  COMP
 GX2330  MODELED GRAV-     979,876.8   (mgal)                       NAVD 88
 GX2330
 GX2330  VERT ORDER  -  SECOND    CLASS 0
 GX2330
 GX2330.The horizontal coordinates were scaled from a topographic map and have
 GX2330.an estimated accuracy of +/- 6 seconds.
 GX2330
 GX2330.The orthometric height was determined by differential leveling
 GX2330.and adjusted by the National Geodetic Survey in June 1991..
 GX2330
 GX2330.The geoid height was determined by GEOID03.
 GX2330
 GX2330.The dynamic height is computed by dividing the NAVD 88
 GX2330.geopotential number by the normal gravity value computed on the
 GX2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2330.degrees latitude (g = 980.6199 gals.).
 GX2330
 GX2330.The modeled gravity was interpolated from observed gravity values.
 GX2330
 GX2330;                    North         East    Units  Estimated Accuracy
 GX2330;SPC WV S     -   105,430.      546,730.      MT  (+/- 180 meters Scaled)
 GX2330
 GX2330                          SUPERSEDED SURVEY CONTROL
 GX2330
 GX2330  NGVD 29 (??/??/92)  594.474  (m)         1950.37   (f) ADJ UNCH    2 0
 GX2330
 GX2330.Superseded values are not recommended for survey control.
 GX2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2330.See file dsdata.txt to determine how the superseded data were derived.
 GX2330
 GX2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC467002(NAD 83)
 GX2330_MARKER: DB = BENCH MARK DISK
 GX2330_SETTING: 66 = SET IN ROCK OUTCROP
 GX2330_SP_SET: ROCK LEDGE
 GX2330_STAMPING: X 187 1958
 GX2330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2330+STABILITY: POSITION/ELEVATION WELL
 GX2330
 GX2330  HISTORY     - Date     Condition        Report By
 GX2330  HISTORY     - 1958     MONUMENTED       CGS
 GX2330
 GX2330                          STATION DESCRIPTION
 GX2330
 GX2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2330'5.6 MI SW FROM WHITESVILLE.
 GX2330'ABOUT 5.65 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GX2330'JUNCTION OF STATE HIGHWAY 3 AT WHITESVILLE, 0.3 MILE WEST OF
 GX2330'HIGHWAY MILE POST 8, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 GX2330'LEDGE WHICH EXTENDS UNDER THE ROAD TO THE EAST, 1 FOOT ABOVE
 GX2330'THE GROUND, 6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY
 GX2330'(LOGGING ROAD), AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2305 ***********************************************************************
 GX2305  DESIGNATION -  X 188
 GX2305  PID         -  GX2305
 GX2305  STATE/COUNTY-  WV/LOGAN
 GX2305  USGS QUAD   -  AMHERSTDALE (1989)
 GX2305
 GX2305                         *CURRENT SURVEY CONTROL
 GX2305  ___________________________________________________________________
 GX2305* NAD 83(1986)-  37 50 58.     (N)    081 48 25.     (W)     SCALED    
 GX2305* NAVD 88     -       340.509  (meters)    1117.15   (feet)  ADJUSTED  
 GX2305  ___________________________________________________________________
 GX2305  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GX2305  DYNAMIC HT  -         340.258 (meters)    1116.33  (feet)  COMP
 GX2305  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 GX2305
 GX2305  VERT ORDER  -  SECOND    CLASS 0
 GX2305
 GX2305.The horizontal coordinates were scaled from a topographic map and have
 GX2305.an estimated accuracy of +/- 6 seconds.
 GX2305
 GX2305.The orthometric height was determined by differential leveling
 GX2305.and adjusted by the National Geodetic Survey in June 1991..
 GX2305
 GX2305.The geoid height was determined by GEOID03.
 GX2305
 GX2305.The dynamic height is computed by dividing the NAVD 88
 GX2305.geopotential number by the normal gravity value computed on the
 GX2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2305.degrees latitude (g = 980.6199 gals.).
 GX2305
 GX2305.The modeled gravity was interpolated from observed gravity values.
 GX2305
 GX2305;                    North         East    Units  Estimated Accuracy
 GX2305;SPC WV S     -    94,590.      528,980.      MT  (+/- 180 meters Scaled)
 GX2305
 GX2305                          SUPERSEDED SURVEY CONTROL
 GX2305
 GX2305  NGVD 29 (??/??/92)  340.708  (m)         1117.81   (f) ADJ UNCH    2 0
 GX2305
 GX2305.Superseded values are not recommended for survey control.
 GX2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2305.See file dsdata.txt to determine how the superseded data were derived.
 GX2305
 GX2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB290894(NAD 83)
 GX2305_MARKER: DB = BENCH MARK DISK
 GX2305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2305_SP_SET: BRIDGE
 GX2305_STAMPING: X 188 1958
 GX2305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2305
 GX2305  HISTORY     - Date     Condition        Report By
 GX2305  HISTORY     - 1958     MONUMENTED       CGS
 GX2305
 GX2305                          STATION DESCRIPTION
 GX2305
 GX2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2305'3.5 MI SE FROM BLAIR.
 GX2305'ABOUT 3.5 MILES SOUTHEAST ALONG A ROAD TO AMHERSTDALE FROM
 GX2305'THE JUNCTION OF U.S. HIGHWAY 119 AT BLAIR, 0.5 MILE NORTHWEST
 GX2305'OF GUYAN EAGLE COAL MINE NO. 5 AT KELLY, 0.05 MILE SOUTHWEST OF
 GX2305'THE CONFLUENCE OF GARLAND FORK AND SPRUCE FORK, IN TOP OF THE
 GX2305'NORTHEAST END OF LOWER PART OR BRIDGE SEAT OF THE NORTHWEST
 GX2305'CONCRETE ABUTMENT OF CHESAPEAKE AND OHIO RAILWAY BRIDGE OVER
 GX2305'GARLAND FORK, 61 YARDS SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 GX2305'6 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 3 FEET ABOVE
 GX2305'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2120 ***********************************************************************
 GX2120  DESIGNATION -  X 189
 GX2120  PID         -  GX2120
 GX2120  STATE/COUNTY-  WV/BOONE
 GX2120  USGS QUAD   -  WHARTON (1988)
 GX2120
 GX2120                         *CURRENT SURVEY CONTROL
 GX2120  ___________________________________________________________________
 GX2120* NAD 83(1986)-  37 55 11.     (N)    081 40 56.     (W)     SCALED    
 GX2120* NAVD 88     -       285.899  (meters)     937.99   (feet)  ADJUSTED  
 GX2120  ___________________________________________________________________
 GX2120  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GX2120  DYNAMIC HT  -         285.687 (meters)     937.29  (feet)  COMP
 GX2120  MODELED GRAV-     979,883.2   (mgal)                       NAVD 88
 GX2120
 GX2120  VERT ORDER  -  SECOND    CLASS 0
 GX2120
 GX2120.The horizontal coordinates were scaled from a topographic map and have
 GX2120.an estimated accuracy of +/- 6 seconds.
 GX2120
 GX2120.The orthometric height was determined by differential leveling
 GX2120.and adjusted by the National Geodetic Survey in June 1991..
 GX2120
 GX2120.The geoid height was determined by GEOID03.
 GX2120
 GX2120.The dynamic height is computed by dividing the NAVD 88
 GX2120.geopotential number by the normal gravity value computed on the
 GX2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2120.degrees latitude (g = 980.6199 gals.).
 GX2120
 GX2120.The modeled gravity was interpolated from observed gravity values.
 GX2120
 GX2120;                    North         East    Units  Estimated Accuracy
 GX2120;SPC WV S     -   102,300.      540,020.      MT  (+/- 180 meters Scaled)
 GX2120
 GX2120                          SUPERSEDED SURVEY CONTROL
 GX2120
 GX2120  NGVD 29 (??/??/92)  286.100  (m)          938.65   (f) ADJ UNCH    2 0
 GX2120
 GX2120.Superseded values are not recommended for survey control.
 GX2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2120.See file dsdata.txt to determine how the superseded data were derived.
 GX2120
 GX2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB400971(NAD 83)
 GX2120_MARKER: DB = BENCH MARK DISK
 GX2120_SETTING: 66 = SET IN ROCK OUTCROP
 GX2120_SP_SET: ROCK CUT
 GX2120_STAMPING: X 189 1958
 GX2120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2120+STABILITY: POSITION/ELEVATION WELL
 GX2120
 GX2120  HISTORY     - Date     Condition        Report By
 GX2120  HISTORY     - 1958     MONUMENTED       CGS
 GX2120  HISTORY     - 1973     GOOD             LOCENG
 GX2120
 GX2120                          STATION DESCRIPTION
 GX2120
 GX2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2120'6.4 MI SE FROM VAN.
 GX2120'ABOUT 6.45 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE
 GX2120'JUNCTION OF STATE HIGHWAY 78 AT VAN, ALSO 5.25 MILES NORTHWEST
 GX2120'ALONG STATE HIGHWAY 79 FROM THE BRIDGE OVER JAMES BRANCH AT
 GX2120'BALD KNOB, 0.6 MILE SOUTHEAST OF THE BRIDGE OVER BEAVER POND
 GX2120'AND THE POST OFFICE AT BIM, SET VERTICALLY IN THE SMOOTH EAST
 GX2120'FACE OF 10-FOOT SOLID ROCK AT THE BOTTOM OF A 25-FOOT HIGH CUT,
 GX2120'19 FEET WEST OF CENTER LINE OF HIGHWAY, 132 FEET NORTH-NORTHWEST
 GX2120'OF AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF STEEL
 GX2120'BRIDGE OVER POND FORK FOR ROAD LEADING EAST AND INTO JARRELL
 GX2120'BRANCH, 4 FEET ABOVE THE GROUND, AND ABOUT 5 FEET ABOVE THE
 GX2120'LEVEL OF THE HIGHWAY.
 GX2120
 GX2120                          STATION RECOVERY (1973)
 GX2120
 GX2120'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1457 ***********************************************************************
 HW1457  DESIGNATION -  X 19
 HW1457  PID         -  HW1457
 HW1457  STATE/COUNTY-  WV/PENDLETON
 HW1457  USGS QUAD   -  MOATSTOWN (1981)
 HW1457
 HW1457                         *CURRENT SURVEY CONTROL
 HW1457  ___________________________________________________________________
 HW1457* NAD 83(1986)-  38 33 26.     (N)    079 26 03.     (W)     SCALED    
 HW1457* NAVD 88     -       620.774  (meters)    2036.66   (feet)  ADJUSTED  
 HW1457  ___________________________________________________________________
 HW1457  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HW1457  DYNAMIC HT  -         620.303 (meters)    2035.11  (feet)  COMP
 HW1457  MODELED GRAV-     979,848.9   (mgal)                       NAVD 88
 HW1457
 HW1457  VERT ORDER  -  SECOND    CLASS 0
 HW1457
 HW1457.The horizontal coordinates were scaled from a topographic map and have
 HW1457.an estimated accuracy of +/- 6 seconds.
 HW1457
 HW1457.The orthometric height was determined by differential leveling
 HW1457.and adjusted by the National Geodetic Survey in June 1991..
 HW1457
 HW1457.The geoid height was determined by GEOID03.
 HW1457
 HW1457.The dynamic height is computed by dividing the NAVD 88
 HW1457.geopotential number by the normal gravity value computed on the
 HW1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1457.degrees latitude (g = 980.6199 gals.).
 HW1457
 HW1457.The modeled gravity was interpolated from observed gravity values.
 HW1457
 HW1457;                    North         East    Units  Estimated Accuracy
 HW1457;SPC WV S     -   173,990.      736,470.      MT  (+/- 180 meters Scaled)
 HW1457
 HW1457                          SUPERSEDED SURVEY CONTROL
 HW1457
 HW1457  NGVD 29 (??/??/92)  620.873  (m)         2036.98   (f) ADJ UNCH    2 0
 HW1457
 HW1457.Superseded values are not recommended for survey control.
 HW1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1457.See file dsdata.txt to determine how the superseded data were derived.
 HW1457
 HW1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC364688(NAD 83)
 HW1457_MARKER: DB = BENCH MARK DISK
 HW1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1457_STAMPING: X 19 1934
 HW1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1457+STABILITY: SURFACE MOTION
 HW1457
 HW1457  HISTORY     - Date     Condition        Report By
 HW1457  HISTORY     - 1934     MONUMENTED       CGS
 HW1457  HISTORY     - 1954     GOOD             USE
 HW1457
 HW1457                          STATION DESCRIPTION
 HW1457
 HW1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1457'1.3 MI NE FROM CAVE.
 HW1457'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 HW1457'AT CAVE, PENDLETON COUNTY, 348 YARDS NORTH OF THE EAST END OF A
 HW1457'WHITE FARMHOUSE OWNED BY PETER MOYERS, IN A PASTURE, 59 FEET
 HW1457'NORTH OF THE NORTHEAST END OF A CONCRETE CULVERT, 41 FEET SOUTHWEST
 HW1457'OF CONCRETE PROJECT POST NO. 3213, 25 FEET WEST OF THE CENTERLINE
 HW1457'OF THE HIGHWAY, 4 FEET 9 INCHES WEST OF THE LINE OF A WIRE FENCE.
 HW1457'4 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HW1457'POST.
 HW1457
 HW1457                          STATION RECOVERY (1954)
 HW1457
 HW1457'RECOVERY NOTE BY US ENGINEERS 1954
 HW1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2360 ***********************************************************************
 GX2360  DESIGNATION -  X 190
 GX2360  PID         -  GX2360
 GX2360  STATE/COUNTY-  WV/LOGAN
 GX2360  USGS QUAD   -  AMHERSTDALE (1989)
 GX2360
 GX2360                         *CURRENT SURVEY CONTROL
 GX2360  ___________________________________________________________________
 GX2360* NAD 83(1986)-  37 47 02.     (N)    081 48 45.     (W)     SCALED    
 GX2360* NAVD 88     -       272.247  (meters)     893.20   (feet)  ADJUSTED  
 GX2360  ___________________________________________________________________
 GX2360  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GX2360  DYNAMIC HT  -         272.044 (meters)     892.53  (feet)  COMP
 GX2360  MODELED GRAV-     979,875.0   (mgal)                       NAVD 88
 GX2360
 GX2360  VERT ORDER  -  SECOND    CLASS 0
 GX2360
 GX2360.The horizontal coordinates were scaled from a topographic map and have
 GX2360.an estimated accuracy of +/- 6 seconds.
 GX2360
 GX2360.The orthometric height was determined by differential leveling
 GX2360.and adjusted by the National Geodetic Survey in June 1991..
 GX2360
 GX2360.The geoid height was determined by GEOID03.
 GX2360
 GX2360.The dynamic height is computed by dividing the NAVD 88
 GX2360.geopotential number by the normal gravity value computed on the
 GX2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2360.degrees latitude (g = 980.6199 gals.).
 GX2360
 GX2360.The modeled gravity was interpolated from observed gravity values.
 GX2360
 GX2360;                    North         East    Units  Estimated Accuracy
 GX2360;SPC WV S     -    87,320.      528,430.      MT  (+/- 180 meters Scaled)
 GX2360
 GX2360                          SUPERSEDED SURVEY CONTROL
 GX2360
 GX2360  NGVD 29 (??/??/92)  272.448  (m)          893.86   (f) ADJ UNCH    2 0
 GX2360
 GX2360.Superseded values are not recommended for survey control.
 GX2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2360.See file dsdata.txt to determine how the superseded data were derived.
 GX2360
 GX2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB284821(NAD 83)
 GX2360_MARKER: DB = BENCH MARK DISK
 GX2360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2360_SP_SET: BRIDGE
 GX2360_STAMPING: X 190 1958
 GX2360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2360
 GX2360  HISTORY     - Date     Condition        Report By
 GX2360  HISTORY     - 1958     MONUMENTED       CGS
 GX2360
 GX2360                          STATION DESCRIPTION
 GX2360
 GX2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2360'0.1 MI SW FROM AMHERSTDALE.
 GX2360'ABOUT 0.1 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX2360'SPUR TRACK FROM THE BANK BUILDING AT AMHERSTDALE, 0.05 MILE
 GX2360'NORTHEAST OF MILE POST 5, 0.1 MILE NORTHEAST OF STATION SIGN
 GX2360'BECCO, IN TOP OF THE NORTHWEST END OF THE BACK WALL OF THE
 GX2360'NORTHEAST CONCRETE ABUTMENT OF RAILWAY SPUR TRACK BRIDGE ACROSS
 GX2360'BUFFALO CREEK (SPUR TRACK LEADING TO GUYAN EAGLE COAL COMPANY),
 GX2360'7 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 19 YARDS SOUTHEAST OF
 GX2360'THE CENTER LINE OF THE ROAD TO MAN, 1 1/2 FEET BELOW THE LEVEL
 GX2360'OF THE TRACK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE BLACK
 GX2360'TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0707 ***********************************************************************
 GX0707  DESIGNATION -  X 191
 GX0707  PID         -  GX0707
 GX0707  STATE/COUNTY-  WV/SUMMERS
 GX0707  USGS QUAD   -  ALDERSON (1976)
 GX0707
 GX0707                         *CURRENT SURVEY CONTROL
 GX0707  ___________________________________________________________________
 GX0707* NAD 83(1986)-  37 39 02.     (N)    080 43 45.     (W)     SCALED    
 GX0707* NAVD 88     -       461.757  (meters)    1514.95   (feet)  ADJUSTED  
 GX0707  ___________________________________________________________________
 GX0707  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX0707  DYNAMIC HT  -         461.375 (meters)    1513.69  (feet)  COMP
 GX0707  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 GX0707
 GX0707  VERT ORDER  -  FIRST     CLASS II
 GX0707
 GX0707.The horizontal coordinates were scaled from a topographic map and have
 GX0707.an estimated accuracy of +/- 6 seconds.
 GX0707
 GX0707.The orthometric height was determined by differential leveling
 GX0707.and adjusted by the National Geodetic Survey in June 1991..
 GX0707
 GX0707.The geoid height was determined by GEOID03.
 GX0707
 GX0707.The dynamic height is computed by dividing the NAVD 88
 GX0707.geopotential number by the normal gravity value computed on the
 GX0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0707.degrees latitude (g = 980.6199 gals.).
 GX0707
 GX0707.The modeled gravity was interpolated from observed gravity values.
 GX0707
 GX0707;                    North         East    Units  Estimated Accuracy
 GX0707;SPC WV S     -    72,240.      623,900.      MT  (+/- 180 meters Scaled)
 GX0707
 GX0707                          SUPERSEDED SURVEY CONTROL
 GX0707
 GX0707  NGVD 29 (??/??/92)  461.923  (m)         1515.49   (f) ADJ UNCH    1 2
 GX0707
 GX0707.Superseded values are not recommended for survey control.
 GX0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0707.See file dsdata.txt to determine how the superseded data were derived.
 GX0707
 GX0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB238670(NAD 83)
 GX0707_MARKER: DB = BENCH MARK DISK
 GX0707_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0707_SP_SET: ABUTMENT
 GX0707_STAMPING: X 191 1958
 GX0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0707
 GX0707  HISTORY     - Date     Condition        Report By
 GX0707  HISTORY     - 1958     MONUMENTED       CGS
 GX0707  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0707
 GX0707                          STATION DESCRIPTION
 GX0707
 GX0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0707'1.5 MI E FROM TALCOTT.
 GX0707'ABOUT 1.5 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0707'FROM THE STATION AT TALCOTT, 10 1/2 FEET EAST OF THE EAST RAIL
 GX0707'OF THE EAST TRACK, IN TOP OF THE EAST END OF BACKWALL OF THE
 GX0707'SOUTH CONCRETE ABUTMENT OF RAILROAD BRIDGE 345.6 OVER GREENBRIER
 GX0707'RIVER, 1 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF BACKWALL OF
 GX0707'ABUTMENT, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GX0707
 GX0707                          STATION RECOVERY (1984)
 GX0707
 GX0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0707'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0707'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1265 ***********************************************************************
 GX1265  DESIGNATION -  X 192
 GX1265  PID         -  GX1265
 GX1265  STATE/COUNTY-  WV/FAYETTE
 GX1265  USGS QUAD   -  THURMOND (1988)
 GX1265
 GX1265                         *CURRENT SURVEY CONTROL
 GX1265  ___________________________________________________________________
 GX1265* NAD 83(1986)-  37 59 15.     (N)    081 01 30.     (W)     SCALED    
 GX1265* NAVD 88     -       308.738  (meters)    1012.92   (feet)  ADJUSTED  
 GX1265  ___________________________________________________________________
 GX1265  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX1265  DYNAMIC HT  -         308.492 (meters)    1012.11  (feet)  COMP
 GX1265  MODELED GRAV-     979,825.1   (mgal)                       NAVD 88
 GX1265
 GX1265  VERT ORDER  -  FIRST     CLASS II
 GX1265
 GX1265.The horizontal coordinates were scaled from a topographic map and have
 GX1265.an estimated accuracy of +/- 6 seconds.
 GX1265
 GX1265.The orthometric height was determined by differential leveling
 GX1265.and adjusted by the National Geodetic Survey in June 1991..
 GX1265
 GX1265.The geoid height was determined by GEOID03.
 GX1265
 GX1265.The dynamic height is computed by dividing the NAVD 88
 GX1265.geopotential number by the normal gravity value computed on the
 GX1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1265.degrees latitude (g = 980.6199 gals.).
 GX1265
 GX1265.The modeled gravity was interpolated from observed gravity values.
 GX1265
 GX1265;                    North         East    Units  Estimated Accuracy
 GX1265;SPC WV S     -   109,600.      597,800.      MT  (+/- 180 meters Scaled)
 GX1265
 GX1265                          SUPERSEDED SURVEY CONTROL
 GX1265
 GX1265  NGVD 29 (??/??/92)  308.902  (m)         1013.46   (f) ADJ UNCH    1 2
 GX1265
 GX1265.Superseded values are not recommended for survey control.
 GX1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1265.See file dsdata.txt to determine how the superseded data were derived.
 GX1265
 GX1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC978044(NAD 83)
 GX1265_MARKER: DB = BENCH MARK DISK
 GX1265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1265_SP_SET: RETAINING WALL
 GX1265_STAMPING: X 192 1958
 GX1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1265
 GX1265  HISTORY     - Date     Condition        Report By
 GX1265  HISTORY     - 1958     MONUMENTED       CGS
 GX1265  HISTORY     - 1961     GOOD             NGS
 GX1265
 GX1265                          STATION DESCRIPTION
 GX1265
 GX1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1265'0.8 MI S FROM SEWELL.
 GX1265'ABOUT 0.75 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX1265'THE STATION AT SEWELL, 340 YARDS SOUTH OF MILEPOST 397, 0.35 MILE
 GX1265'NORTH OF THE FLAG STATION AT EAST SEWELL, 53 FEET EAST AND
 GX1265'ACROSS THREE SIDE TRACKS FROM THE EAST RAIL OF THE EAST MAIN
 GX1265'TRACK, SET VERTICALLY IN THE WEST FACE OF THE UPPER NORTH HALF
 GX1265'OF A 3 1/2-BY 2-FOOT STONE AT THE BOTTOM OF A 6-FOOT HIGH CONCRETE
 GX1265'TOPPED STONE MASONRY RETAINING WALL IN FRONT OF A LONG ROW OF COKE
 GX1265'OVENS, 1.2 FEET ABOVE THE GROUND, 89 FEET SOUTH OF THE SOUTH
 GX1265'EDGE OF AN ABANDONED TIPPLE, 98 1/2 FEET NORTH OF A 2-BY 3-FOOT
 GX1265'CULVERT, 171 YARDS NORTH OF THE SOUTH END OF STONE MASONRY
 GX1265'RETAINING WALL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 GX1265
 GX1265                          STATION RECOVERY (1961)
 GX1265
 GX1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GX1265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2036 ***********************************************************************
 GX2036  DESIGNATION -  X 193
 GX2036  PID         -  GX2036
 GX2036  STATE/COUNTY-  WV/MCDOWELL
 GX2036  USGS QUAD   -  GARY (1977)
 GX2036
 GX2036                         *CURRENT SURVEY CONTROL
 GX2036  ___________________________________________________________________
 GX2036* NAD 83(1986)-  37 21 55.     (N)    081 33 08.     (W)     SCALED    
 GX2036* NAVD 88     -       427.290  (meters)    1401.87   (feet)  ADJUSTED  
 GX2036  ___________________________________________________________________
 GX2036  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX2036  DYNAMIC HT  -         426.932 (meters)    1400.69  (feet)  COMP
 GX2036  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 GX2036
 GX2036  VERT ORDER  -  SECOND    CLASS 0
 GX2036
 GX2036.The horizontal coordinates were scaled from a topographic map and have
 GX2036.an estimated accuracy of +/- 6 seconds.
 GX2036
 GX2036.The orthometric height was determined by differential leveling
 GX2036.and adjusted by the National Geodetic Survey in June 1991..
 GX2036
 GX2036.The geoid height was determined by GEOID03.
 GX2036
 GX2036.The dynamic height is computed by dividing the NAVD 88
 GX2036.geopotential number by the normal gravity value computed on the
 GX2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2036.degrees latitude (g = 980.6199 gals.).
 GX2036
 GX2036.The modeled gravity was interpolated from observed gravity values.
 GX2036
 GX2036;                    North         East    Units  Estimated Accuracy
 GX2036;SPC WV S     -    40,690.      551,080.      MT  (+/- 180 meters Scaled)
 GX2036
 GX2036                          SUPERSEDED SURVEY CONTROL
 GX2036
 GX2036  NGVD 29 (??/??/92)  427.445  (m)         1402.38   (f) ADJ UNCH    2 0
 GX2036
 GX2036.Superseded values are not recommended for survey control.
 GX2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2036.See file dsdata.txt to determine how the superseded data were derived.
 GX2036
 GX2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB511355(NAD 83)
 GX2036_MARKER: DB = BENCH MARK DISK
 GX2036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2036_SP_SET: ABUTMENT
 GX2036_STAMPING: X 193 1958
 GX2036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2036
 GX2036  HISTORY     - Date     Condition        Report By
 GX2036  HISTORY     - 1958     MONUMENTED       CGS
 GX2036
 GX2036                          STATION DESCRIPTION
 GX2036
 GX2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2036'AT GARY.
 GX2036'AT GARY, AT THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY AND
 GX2036'A BLACK TOP ROAD LEADING SOUTH TO ELBERT, ABOUT 6 RAILS EAST OF
 GX2036'THE EAST END OF THE STATION, IN TOP OF THE NORTH END OF THE
 GX2036'EAST ABUTMENT FOR RAILWAY BRIDGE 2203 OVER SANDLICK CREEK,
 GX2036'6 1/2 FEET NORTH OF THE NORTH RAIL, 35 FEET WEST OF THE CENTER
 GX2036'LINE OF THE ROAD, 1 FOOT SOUTH OF THE NORTH END OF THE ABUTMENT,
 GX2036'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1301 ***********************************************************************
 GX1301  DESIGNATION -  X 194
 GX1301  PID         -  GX1301
 GX1301  STATE/COUNTY-  WV/MCDOWELL
 GX1301  USGS QUAD   -  KEYSTONE (1976)
 GX1301
 GX1301                         *CURRENT SURVEY CONTROL
 GX1301  ___________________________________________________________________
 GX1301* NAD 83(1986)-  37 23 05.     (N)    081 23 50.     (W)     SCALED    
 GX1301* NAVD 88     -       598.184  (meters)    1962.54   (feet)  ADJUSTED  
 GX1301  ___________________________________________________________________
 GX1301  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GX1301  DYNAMIC HT  -         597.661 (meters)    1960.83  (feet)  COMP
 GX1301  MODELED GRAV-     979,737.3   (mgal)                       NAVD 88
 GX1301
 GX1301  VERT ORDER  -  SECOND    CLASS 0
 GX1301
 GX1301.The horizontal coordinates were scaled from a topographic map and have
 GX1301.an estimated accuracy of +/- 6 seconds.
 GX1301
 GX1301.The orthometric height was determined by differential leveling
 GX1301.and adjusted by the National Geodetic Survey in June 1991..
 GX1301
 GX1301.The geoid height was determined by GEOID03.
 GX1301
 GX1301.The dynamic height is computed by dividing the NAVD 88
 GX1301.geopotential number by the normal gravity value computed on the
 GX1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1301.degrees latitude (g = 980.6199 gals.).
 GX1301
 GX1301.The modeled gravity was interpolated from observed gravity values.
 GX1301
 GX1301;                    North         East    Units  Estimated Accuracy
 GX1301;SPC WV S     -    42,780.      564,820.      MT  (+/- 180 meters Scaled)
 GX1301
 GX1301                          SUPERSEDED SURVEY CONTROL
 GX1301
 GX1301  NGVD 29 (??/??/92)  598.307  (m)         1962.95   (f) ADJ UNCH    2 0
 GX1301
 GX1301.Superseded values are not recommended for survey control.
 GX1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1301.See file dsdata.txt to determine how the superseded data were derived.
 GX1301
 GX1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB648376(NAD 83)
 GX1301_MARKER: DB = BENCH MARK DISK
 GX1301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1301_SP_SET: CULVERT
 GX1301_STAMPING: X 194 1958
 GX1301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1301
 GX1301  HISTORY     - Date     Condition        Report By
 GX1301  HISTORY     - 1958     MONUMENTED       CGS
 GX1301
 GX1301                          STATION DESCRIPTION
 GX1301
 GX1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1301'2 MI SE FROM UPLAND.
 GX1301'ABOUT 2.05 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1301'FROM THE ELKHORN DISTRICT HIGH SCHOOL AT UPLAND, 0.25 MILE SOUTH
 GX1301'OF MILEPOST N 381, IN TOP OF THE SOUTH END OF THE WEST HEAD
 GX1301'WALL FOR A 10-FOOT CONCRETE BOX CULVERT, 16 FEET WEST OF THE
 GX1301'WEST RAIL OF THE WEST TRACK, 1 FOOT NORTH OF THE SOUTH END OF
 GX1301'THE HEAD WALL, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1928 ***********************************************************************
 GX1928  DESIGNATION -  X 195
 GX1928  PID         -  GX1928
 GX1928  STATE/COUNTY-  WV/MCDOWELL
 GX1928  USGS QUAD   -  IAEGER (1976)
 GX1928
 GX1928                         *CURRENT SURVEY CONTROL
 GX1928  ___________________________________________________________________
 GX1928* NAD 83(1986)-  37 24 06.     (N)    081 47 07.     (W)     SCALED    
 GX1928* NAVD 88     -       321.420  (meters)    1054.53   (feet)  ADJUSTED  
 GX1928  ___________________________________________________________________
 GX1928  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX1928  DYNAMIC HT  -         321.161 (meters)    1053.68  (feet)  COMP
 GX1928  MODELED GRAV-     979,815.7   (mgal)                       NAVD 88
 GX1928
 GX1928  VERT ORDER  -  SECOND    CLASS 0
 GX1928
 GX1928.The horizontal coordinates were scaled from a topographic map and have
 GX1928.an estimated accuracy of +/- 6 seconds.
 GX1928
 GX1928.The orthometric height was determined by differential leveling
 GX1928.and adjusted by the National Geodetic Survey in June 1991..
 GX1928
 GX1928.The geoid height was determined by GEOID03.
 GX1928
 GX1928.The dynamic height is computed by dividing the NAVD 88
 GX1928.geopotential number by the normal gravity value computed on the
 GX1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1928.degrees latitude (g = 980.6199 gals.).
 GX1928
 GX1928.The modeled gravity was interpolated from observed gravity values.
 GX1928
 GX1928;                    North         East    Units  Estimated Accuracy
 GX1928;SPC WV S     -    44,880.      530,470.      MT  (+/- 180 meters Scaled)
 GX1928
 GX1928                          SUPERSEDED SURVEY CONTROL
 GX1928
 GX1928  NGVD 29 (??/??/92)  321.607  (m)         1055.14   (f) ADJ UNCH    2 0
 GX1928
 GX1928.Superseded values are not recommended for survey control.
 GX1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1928.See file dsdata.txt to determine how the superseded data were derived.
 GX1928
 GX1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB304397(NAD 83)
 GX1928_MARKER: DB = BENCH MARK DISK
 GX1928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1928_SP_SET: ABUTMENT
 GX1928_STAMPING: X 195 1958
 GX1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1928
 GX1928  HISTORY     - Date     Condition        Report By
 GX1928  HISTORY     - 1958     MONUMENTED       CGS
 GX1928
 GX1928                          STATION DESCRIPTION
 GX1928
 GX1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1928'5.5 MI S FROM IAEGER.
 GX1928'5.5 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE CROSSING OF
 GX1928'THE NORFOLK AND WESTERN RAILWAY AT IAEGER, ON THE OUTSIDE OF A
 GX1928'CURVE WITH TANGENTS EXTENDING NORTH AND WEST AND AT THE JUNCTION
 GX1928'OF A ROAD SOUTH ACROSS A BRIDGE OVER DRY FORK, IN THE TOP OF THE
 GX1928'WEST END OF NORTH ABUTMENT OF 125-FOOT BRIDGE ON ROAD SOUTH,
 GX1928'39 FEET SOUTH OF CENTER LINE OF HIGHWAY, 10 FEET WEST OF CENTER
 GX1928'LINE OF ROAD SOUTH, 1 1/2 FEET EAST OF WEST END OF ABUTMENT,
 GX1928'ABOUT 8 FEET BELOW LEVEL OF HIGHWAY AND ABOUT LEVEL WITH ROAD
 GX1928'SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2026 ***********************************************************************
 GX2026  DESIGNATION -  X 196
 GX2026  PID         -  GX2026
 GX2026  STATE/COUNTY-  WV/MCDOWELL
 GX2026  USGS QUAD   -  WELCH (1976)
 GX2026
 GX2026                         *CURRENT SURVEY CONTROL
 GX2026  ___________________________________________________________________
 GX2026* NAD 83(1986)-  37 27 17.     (N)    081 32 35.     (W)     SCALED    
 GX2026* NAVD 88     -       510.902  (meters)    1676.18   (feet)  ADJUSTED  
 GX2026  ___________________________________________________________________
 GX2026  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX2026  DYNAMIC HT  -         510.485 (meters)    1674.82  (feet)  COMP
 GX2026  MODELED GRAV-     979,796.9   (mgal)                       NAVD 88
 GX2026
 GX2026  VERT ORDER  -  SECOND    CLASS 0
 GX2026
 GX2026.The horizontal coordinates were scaled from a topographic map and have
 GX2026.an estimated accuracy of +/- 6 seconds.
 GX2026
 GX2026.The orthometric height was determined by differential leveling
 GX2026.and adjusted by the National Geodetic Survey in June 1991..
 GX2026
 GX2026.The geoid height was determined by GEOID03.
 GX2026
 GX2026.The dynamic height is computed by dividing the NAVD 88
 GX2026.geopotential number by the normal gravity value computed on the
 GX2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2026.degrees latitude (g = 980.6199 gals.).
 GX2026
 GX2026.The modeled gravity was interpolated from observed gravity values.
 GX2026
 GX2026;                    North         East    Units  Estimated Accuracy
 GX2026;SPC WV S     -    50,610.      551,950.      MT  (+/- 180 meters Scaled)
 GX2026
 GX2026                          SUPERSEDED SURVEY CONTROL
 GX2026
 GX2026  NGVD 29 (??/??/92)  511.073  (m)         1676.75   (f) ADJ UNCH    2 0
 GX2026
 GX2026.Superseded values are not recommended for survey control.
 GX2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2026.See file dsdata.txt to determine how the superseded data were derived.
 GX2026
 GX2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB519454(NAD 83)
 GX2026_MARKER: DB = BENCH MARK DISK
 GX2026_SETTING: 66 = SET IN ROCK OUTCROP
 GX2026_SP_SET: ROCK CUT
 GX2026_STAMPING: X 196 1958
 GX2026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2026+STABILITY: POSITION/ELEVATION WELL
 GX2026
 GX2026  HISTORY     - Date     Condition        Report By
 GX2026  HISTORY     - 1958     MONUMENTED       CGS
 GX2026
 GX2026                          STATION DESCRIPTION
 GX2026
 GX2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2026'3.9 MI NE FROM WELCH.
 GX2026'3.9 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE COURT HOUSE
 GX2026'AT WELCH, ON THE INSIDE OF A LONG CURVE, ON THE SOUTH SLOPE
 GX2026'AND NEAR THE TOP OF A GRADE, SET VERTICALLY IN THE WEST FACE OF
 GX2026'A LONG ROCK CUT, 22 FEET EAST OF CENTER LINE OF HIGHWAY, 240
 GX2026'FEET NORTH OF SOUTH END OF THE ROCK, 21 FEET SOUTH OF MILE
 GX2026'POST 33, AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0070 ***********************************************************************
 GX0070  DESIGNATION -  X 197
 GX0070  PID         -  GX0070
 GX0070  STATE/COUNTY-  WV/GREENBRIER
 GX0070  USGS QUAD   -  RONCEVERTE (1971)
 GX0070
 GX0070                         *CURRENT SURVEY CONTROL
 GX0070  ___________________________________________________________________
 GX0070* NAD 83(1986)-  37 44 46.     (N)    080 28 09.     (W)     SCALED    
 GX0070* NAVD 88     -       508.244  (meters)    1667.46   (feet)  ADJUSTED  
 GX0070  ___________________________________________________________________
 GX0070  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX0070  DYNAMIC HT  -         507.826 (meters)    1666.09  (feet)  COMP
 GX0070  MODELED GRAV-     979,792.1   (mgal)                       NAVD 88
 GX0070
 GX0070  VERT ORDER  -  FIRST     CLASS II
 GX0070
 GX0070.The horizontal coordinates were scaled from a topographic map and have
 GX0070.an estimated accuracy of +/- 6 seconds.
 GX0070
 GX0070.The orthometric height was determined by differential leveling
 GX0070.and adjusted by the National Geodetic Survey in June 1991..
 GX0070
 GX0070.The geoid height was determined by GEOID03.
 GX0070
 GX0070.The dynamic height is computed by dividing the NAVD 88
 GX0070.geopotential number by the normal gravity value computed on the
 GX0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0070.degrees latitude (g = 980.6199 gals.).
 GX0070
 GX0070.The modeled gravity was interpolated from observed gravity values.
 GX0070
 GX0070;                    North         East    Units  Estimated Accuracy
 GX0070;SPC WV S     -    82,940.      646,780.      MT  (+/- 180 meters Scaled)
 GX0070
 GX0070                          SUPERSEDED SURVEY CONTROL
 GX0070
 GX0070  NGVD 29 (??/??/92)  508.408  (m)         1668.00   (f) ADJ UNCH    1 2
 GX0070
 GX0070.Superseded values are not recommended for survey control.
 GX0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0070.See file dsdata.txt to determine how the superseded data were derived.
 GX0070
 GX0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB467777(NAD 83)
 GX0070_MARKER: DB = BENCH MARK DISK
 GX0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0070_SP_SET: OVERPASS
 GX0070_STAMPING: X 197 1958
 GX0070_MARK LOGO: CGS   
 GX0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0070
 GX0070  HISTORY     - Date     Condition        Report By
 GX0070  HISTORY     - 1958     MONUMENTED       CGS
 GX0070  HISTORY     - 1983     GOOD             NGS
 GX0070
 GX0070                          STATION DESCRIPTION
 GX0070
 GX0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0070'0.4 MI SW FROM RONCEVERTE.
 GX0070'ABOUT 0.4 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0070'FROM THE STATION AT RONCEVERTE, ABOUT 6 RAILS WEST OF MILEPOST
 GX0070'323, 71 FEET SOUTH OF AND ACROSS FOUR SIDE TRACKS FROM THE SOUTH
 GX0070'RAIL OF THE SOUTH MAIN TRACK, SET VERTICALLY IN THE NORTH FACE OF
 GX0070'THE EAST LEG TO THE FIRST PIER SOUTH OF THE TRACK FOR U.S. HIGHWAY
 GX0070'219 OVERPASS OVER THE TRACK, 3 FEET ABOVE THE GROUND, AND ABOUT
 GX0070'1 FOOT ABOVE THE LEVEL OF THE TRACK.
 GX0070
 GX0070                          STATION RECOVERY (1983)
 GX0070
 GX0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1239 ***********************************************************************
 GX1239  DESIGNATION -  X 198
 GX1239  PID         -  GX1239
 GX1239  STATE/COUNTY-  WV/FAYETTE
 GX1239  USGS QUAD   -  PRINCE (1989)
 GX1239
 GX1239                         *CURRENT SURVEY CONTROL
 GX1239  ___________________________________________________________________
 GX1239* NAD 83(1986)-  37 51 25.     (N)    081 03 31.     (W)     SCALED    
 GX1239* NAVD 88     -       362.177  (meters)    1188.24   (feet)  ADJUSTED  
 GX1239  ___________________________________________________________________
 GX1239  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX1239  DYNAMIC HT  -         361.895 (meters)    1187.32  (feet)  COMP
 GX1239  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 GX1239
 GX1239  VERT ORDER  -  FIRST     CLASS II
 GX1239
 GX1239.The horizontal coordinates were scaled from a topographic map and have
 GX1239.an estimated accuracy of +/- 6 seconds.
 GX1239
 GX1239.The orthometric height was determined by differential leveling
 GX1239.and adjusted by the National Geodetic Survey in June 1991..
 GX1239
 GX1239.The geoid height was determined by GEOID03.
 GX1239
 GX1239.The dynamic height is computed by dividing the NAVD 88
 GX1239.geopotential number by the normal gravity value computed on the
 GX1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1239.degrees latitude (g = 980.6199 gals.).
 GX1239
 GX1239.The modeled gravity was interpolated from observed gravity values.
 GX1239
 GX1239;                    North         East    Units  Estimated Accuracy
 GX1239;SPC WV S     -    95,110.      594,840.      MT  (+/- 180 meters Scaled)
 GX1239
 GX1239                          SUPERSEDED SURVEY CONTROL
 GX1239
 GX1239  NGVD 29 (??/??/92)  362.353  (m)         1188.82   (f) ADJ UNCH    1 2
 GX1239
 GX1239.Superseded values are not recommended for survey control.
 GX1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1239.See file dsdata.txt to determine how the superseded data were derived.
 GX1239
 GX1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB948899(NAD 83)
 GX1239_MARKER: DB = BENCH MARK DISK
 GX1239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1239_SP_SET: CULVERT
 GX1239_STAMPING: X 198 1958
 GX1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1239
 GX1239  HISTORY     - Date     Condition        Report By
 GX1239  HISTORY     - 1958     MONUMENTED       CGS
 GX1239  HISTORY     - 1961     GOOD             NGS
 GX1239
 GX1239                          STATION DESCRIPTION
 GX1239
 GX1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1239'0.9 MI NW FROM QUINNIMONT.
 GX1239'ABOUT 0.9 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1239'FROM THE STATION AT QUINNIMONT, 0.25 MILE EAST OF MILEPOST 380,
 GX1239'113 YARDS EAST OF THE EAST END OF THE STATION AT PRINCE, 24 FEET
 GX1239'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 13 FEET NORTH OF A
 GX1239'STEEL FENCE, IN TOP OF THE WEST END OF THE NORTH HEAD WALL OF A
 GX1239'4-FOOT CONCRETE CULVERT UNDER THE TRACK, AND ABOUT 8 FEET BELOW
 GX1239'THE LEVEL OF THE TRACK.
 GX1239
 GX1239                          STATION RECOVERY (1961)
 GX1239
 GX1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GX1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0732 ***********************************************************************
 GX0732  DESIGNATION -  X 199
 GX0732  PID         -  GX0732
 GX0732  STATE/COUNTY-  WV/SUMMERS
 GX0732  USGS QUAD   -  HINTON (1976)
 GX0732
 GX0732                         *CURRENT SURVEY CONTROL
 GX0732  ___________________________________________________________________
 GX0732* NAD 83(1986)-  37 41 42.     (N)    080 52 42.     (W)     SCALED    
 GX0732* NAVD 88     -       414.668  (meters)    1360.46   (feet)  ADJUSTED  
 GX0732  ___________________________________________________________________
 GX0732  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX0732  DYNAMIC HT  -         414.331 (meters)    1359.35  (feet)  COMP
 GX0732  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 GX0732
 GX0732  VERT ORDER  -  FIRST     CLASS II
 GX0732
 GX0732.The horizontal coordinates were scaled from a topographic map and have
 GX0732.an estimated accuracy of +/- 6 seconds.
 GX0732
 GX0732.The orthometric height was determined by differential leveling
 GX0732.and adjusted by the National Geodetic Survey in June 1991..
 GX0732
 GX0732.The geoid height was determined by GEOID03.
 GX0732
 GX0732.The dynamic height is computed by dividing the NAVD 88
 GX0732.geopotential number by the normal gravity value computed on the
 GX0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0732.degrees latitude (g = 980.6199 gals.).
 GX0732
 GX0732.The modeled gravity was interpolated from observed gravity values.
 GX0732
 GX0732;                    North         East    Units  Estimated Accuracy
 GX0732;SPC WV S     -    77,140.      610,730.      MT  (+/- 180 meters Scaled)
 GX0732
 GX0732                          SUPERSEDED SURVEY CONTROL
 GX0732
 GX0732  NGVD 29 (??/??/92)  414.839  (m)         1361.02   (f) ADJ UNCH    1 2
 GX0732
 GX0732.Superseded values are not recommended for survey control.
 GX0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0732.See file dsdata.txt to determine how the superseded data were derived.
 GX0732
 GX0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB107719(NAD 83)
 GX0732_MARKER: DB = BENCH MARK DISK
 GX0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0732_SP_SET: BASEMENT
 GX0732_STAMPING: X 199 1958
 GX0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0732
 GX0732  HISTORY     - Date     Condition        Report By
 GX0732  HISTORY     - 1958     MONUMENTED       CGS
 GX0732
 GX0732                          STATION DESCRIPTION
 GX0732
 GX0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0732'2 MI N FROM HINTON.
 GX0732'ABOUT 2.0 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0732'THE STATION AT HINTON, 68 FEET EAST OF AND DIAGONALLY ACROSS
 GX0732'THE TRACKS FROM MILEPOST 359 (MILEPOST IS AN UNNUMBERED POST
 GX0732'RESEMBLING A WHISTLE POST), SET VERTICALLY IN THE SOUTHWEST FACE
 GX0732'OF CONCRETE BASEMENT OF RED BRICK CONTROL TOWER C W, 1.6 FEET
 GX0732'SOUTHEAST OF THE WEST CORNER OF THE BUILDING, 9.2 FEET NORTHEAST
 GX0732'OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK (SIDING), 5 1/2
 GX0732'FEET ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 GX0732'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1900 ***********************************************************************
 HW1900  DESIGNATION -  X 2
 HW1900  PID         -  HW1900
 HW1900  STATE/COUNTY-  WV/RANDOLPH
 HW1900  USGS QUAD   -  ELKINS (1995)
 HW1900
 HW1900                         *CURRENT SURVEY CONTROL
 HW1900  ___________________________________________________________________
 HW1900* NAD 83(1986)-  38 55 02.     (N)    079 47 22.     (W)     SCALED    
 HW1900* NAVD 88     -       721.668  (meters)    2367.67   (feet)  POSTED    
 HW1900  ___________________________________________________________________
 HW1900  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HW1900  DYNAMIC HT  -         721.140 (meters)    2365.94  (feet)  COMP
 HW1900  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 HW1900
 HW1900  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HW1900
 HW1900.The horizontal coordinates were scaled from a topographic map and have
 HW1900.an estimated accuracy of +/- 6 seconds.
 HW1900
 HW1900.The orthometric height was determined by differential leveling
 HW1900.and adjusted by the National Geodetic Survey in 1992..
 HW1900.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HW1900.rate of 1.1 thru 2.0 mm/km.
 HW1900
 HW1900.The geoid height was determined by GEOID03.
 HW1900
 HW1900.The dynamic height is computed by dividing the NAVD 88
 HW1900.geopotential number by the normal gravity value computed on the
 HW1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1900.degrees latitude (g = 980.6199 gals.).
 HW1900
 HW1900.The modeled gravity was interpolated from observed gravity values.
 HW1900
 HW1900;                    North         East    Units  Estimated Accuracy
 HW1900;SPC WV S     -   213,490.      704,990.      MT  (+/- 180 meters Scaled)
 HW1900
 HW1900                          SUPERSEDED SURVEY CONTROL
 HW1900
 HW1900  NGVD 29 (??/??/92)  721.820  (m)         2368.17   (f) ADJ UNCH    1 2
 HW1900
 HW1900.Superseded values are not recommended for survey control.
 HW1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1900.See file dsdata.txt to determine how the superseded data were derived.
 HW1900
 HW1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD049082(NAD 83)
 HW1900_MARKER: DB = BENCH MARK DISK
 HW1900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1900_SP_SET: TUNNEL
 HW1900_STAMPING: X 2 1933
 HW1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1900
 HW1900  HISTORY     - Date     Condition        Report By
 HW1900  HISTORY     - 1933     MONUMENTED       CGS
 HW1900  HISTORY     - 1964     GOOD             NGS
 HW1900  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1900  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1900
 HW1900                          STATION DESCRIPTION
 HW1900
 HW1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW1900'5.2 MI E FROM ELKINS.
 HW1900'5.2 MILES EAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1900'STATION AT ELKINS, RANDOLPH COUNTY, 1/4 MILE EAST OF MILEPOST
 HW1900'E 5, IN THE FACE OF THE KELLEY MOUNTAIN TUNNEL, 2 FEET FROM THE
 HW1900'WEST END OF THE TUNNEL, AND 3 YARDS NORTH OF THE CENTERLINE OF
 HW1900'THE TRACK.  A STANDARD DISK, STAMPED X 2 1933 AND SET VERTICALLY.
 HW1900'NOTE-- THE MOUTH OF THE TUNNEL HAS BEEN REFACED WITH CONCRETE.
 HW1900'THE MARK IS NOW 3 FEET INSIDE THE ENTRANCE OF THE TUNNEL.
 HW1900
 HW1900                          STATION RECOVERY (1964)
 HW1900
 HW1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW1900'RECOVERED IN GOOD CONDITION.
 HW1900
 HW1900                          STATION RECOVERY (1983)
 HW1900
 HW1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1900'MARK NOT FOUND.
 HW1900
 HW1900                          STATION RECOVERY (1983)
 HW1900
 HW1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2513 ***********************************************************************
 AJ2513  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2513  DESIGNATION -  X 200 RESET
 AJ2513  PID         -  AJ2513
 AJ2513  STATE/COUNTY-  WV/MONROE
 AJ2513  USGS QUAD   -  FOREST HILL (1976)
 AJ2513
 AJ2513                         *CURRENT SURVEY CONTROL
 AJ2513  ___________________________________________________________________
 AJ2513* NAD 83(1995)-  37 31 47.21860(N)    080 46 32.19738(W)     ADJUSTED  
 AJ2513* NAVD 88     -       541.4    (meters)    1776.     (feet)  GPS OBS   
 AJ2513  ___________________________________________________________________
 AJ2513  X           -     811,893.804 (meters)                     COMP
 AJ2513  Y           -  -4,999,298.859 (meters)                     COMP
 AJ2513  Z           -   3,864,496.682 (meters)                     COMP
 AJ2513  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AJ2513  ELLIP HEIGHT-         509.96  (meters)          (04/23/01) GPS OBS
 AJ2513  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 AJ2513
 AJ2513  HORZ ORDER  -  A
 AJ2513  ELLP ORDER  -  FOURTH    CLASS I
 AJ2513
 AJ2513.The horizontal coordinates were established by GPS observations
 AJ2513.and adjusted by the National Geodetic Survey in April 2001..
 AJ2513
 AJ2513.The orthometric height was determined by GPS observations and a
 AJ2513.high-resolution geoid model.
 AJ2513
 AJ2513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2513
 AJ2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2513
 AJ2513.The ellipsoidal height was determined by GPS observations
 AJ2513.and is referenced to NAD 83.
 AJ2513
 AJ2513.The geoid height was determined by GEOID03.
 AJ2513
 AJ2513;                    North         East     Units Scale Factor Converg.
 AJ2513;SPC WV S     -    58,824.052   619,833.660   MT  0.99999049   +0 08 19.4
 AJ2513;UTM  17      - 4,153,669.198   519,825.948   MT  0.99960484   +0 08 12.1
 AJ2513
 AJ2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2513!SPC WV S     -   0.99991998  x   0.99999049  =   0.99991047
 AJ2513!UTM  17      -   0.99991998  x   0.99960484  =   0.99952485
 AJ2513
 AJ2513                          SUPERSEDED SURVEY CONTROL
 AJ2513
 AJ2513.No superseded survey control is available for this station.
 AJ2513
 AJ2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB1982653669(NAD 83)
 AJ2513_MARKER: DV = VERTICAL CONTROL DISK
 AJ2513_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ2513_SP_SET: CONCRETE HEAD WALL
 AJ2513_STAMPING: X 200 RESET 1988
 AJ2513_MARK LOGO: NGS   
 AJ2513_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2513+STABILITY: SURFACE MOTION
 AJ2513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2513+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AJ2513
 AJ2513  HISTORY     - Date     Condition        Report By
 AJ2513  HISTORY     - 1988     MONUMENTED       RBNF
 AJ2513
 AJ2513                          STATION DESCRIPTION
 AJ2513
 AJ2513'DESCRIBED BY RESEARCHED BUT NOT FOUND 1988 (DCS)
 AJ2513'THE STATION IS LOCATED ABOUT 8.27 KM (5.15 MI) SOUTHWEST FROM
 AJ2513'GREENVILLE, 4.74 KM (2.95 MI) SOUTHEAST FROM FOREST HILL AND 2.01 KM
 AJ2513'(1.25 MI) NORTHWEST FROM RED SULPHUR SPRINGS.  OWNERSHIP -- WVHT.
 AJ2513'
 AJ2513'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 12 AND
 AJ2513'MONROE COUNTY ROUTE 27, GO NORTH ON HIGHWAY 12 FOR 1.93 KM (1.2 MI)
 AJ2513'TO THE CALVARY BAPTIST CHURCH ON THE LEFT.  CONTINUE AHEAD FOR
 AJ2513'0.17 KM (0.11 MI) TO THE STATION ON THE LEFT.
 AJ2513'
 AJ2513'THE STATION IS IN THE NORTHWEST CORNER OF A 1.2 M BY 1.2 M (4 FT BY 4
 AJ2513'FT) DROP INLET, 173.7 M (570 FT) NORTHWEST FROM THE CALVARY BAPTIST
 AJ2513'CHURCH, 27.4 M (90 FT) NORTHWEST FROM THE CENTER OF A DRIVEWAY
 AJ2513'LEADING WEST, 6.0 M (19.7 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 AJ2513'HIGHWAY AND ABOUT 0.3 M (1 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0691 ***********************************************************************
 GX0691  DESIGNATION -  X 201
 GX0691  PID         -  GX0691
 GX0691  STATE/COUNTY-  WV/SUMMERS
 GX0691  USGS QUAD   -  ALDERSON (1976)
 GX0691
 GX0691                         *CURRENT SURVEY CONTROL
 GX0691  ___________________________________________________________________
 GX0691* NAD 83(1986)-  37 43 20.     (N)    080 40 17.     (W)     SCALED    
 GX0691* NAVD 88     -       467.866  (meters)    1534.99   (feet)  ADJUSTED  
 GX0691  ___________________________________________________________________
 GX0691  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0691  DYNAMIC HT  -         467.484 (meters)    1533.74  (feet)  COMP
 GX0691  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 GX0691
 GX0691  VERT ORDER  -  FIRST     CLASS II
 GX0691
 GX0691.The horizontal coordinates were scaled from a topographic map and have
 GX0691.an estimated accuracy of +/- 6 seconds.
 GX0691
 GX0691.The orthometric height was determined by differential leveling
 GX0691.and adjusted by the National Geodetic Survey in June 1991..
 GX0691
 GX0691.The geoid height was determined by GEOID03.
 GX0691
 GX0691.The dynamic height is computed by dividing the NAVD 88
 GX0691.geopotential number by the normal gravity value computed on the
 GX0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0691.degrees latitude (g = 980.6199 gals.).
 GX0691
 GX0691.The modeled gravity was interpolated from observed gravity values.
 GX0691
 GX0691;                    North         East    Units  Estimated Accuracy
 GX0691;SPC WV S     -    80,210.      628,970.      MT  (+/- 180 meters Scaled)
 GX0691
 GX0691                          SUPERSEDED SURVEY CONTROL
 GX0691
 GX0691  NGVD 29 (??/??/92)  468.034  (m)         1535.54   (f) ADJ UNCH    1 2
 GX0691
 GX0691.Superseded values are not recommended for survey control.
 GX0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0691.See file dsdata.txt to determine how the superseded data were derived.
 GX0691
 GX0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB289750(NAD 83)
 GX0691_MARKER: DB = BENCH MARK DISK
 GX0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0691_STAMPING: X 201 1958
 GX0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0691+STABILITY: SURFACE MOTION
 GX0691
 GX0691  HISTORY     - Date     Condition        Report By
 GX0691  HISTORY     - 1958     MONUMENTED       CGS
 GX0691  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0691
 GX0691                          STATION DESCRIPTION
 GX0691
 GX0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0691'1.8 MI W FROM ALDERSON.
 GX0691'ABOUT 1.85 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0691'THE STATION AT ALDERSON, 0.25 MILE NORTHWEST OF MILEPOST 338,
 GX0691'44.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK,
 GX0691'AT THE SOUTHEAST END OF CURVE WITH TANGENTS EXTENDING SOUTHEAST
 GX0691'AND EAST, 57 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 GX0691'MAIN TRACK, 32 1/2 FEET SOUTHWEST OF THE SOUTH CORNER OF CONCRETE
 GX0691'BASE OF SIGNAL ARM AND IN LINE WITH THE SOUTHEAST FACE OF BASE,
 GX0691'93 1/2 FEET NORTHWEST OF THE NORTH CORNER OF CONCRETE SEWAGE
 GX0691'SETTLING TANK, 95 FEET NORTHWEST OF THE WEST CORNER OF THE SAME
 GX0691'TANK, 122 FEET NORTHWEST OF THE NORTH CORNER OF A SMALL CONCRETE
 GX0691'BLOCK BUILDING USED AS A STORE HOUSE FOR CHLORINE GAS BOTTLES,
 GX0691'ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 GX0691'OF A CONCRETE POST PROJECTING 2 INCHES.
 GX0691
 GX0691                          STATION RECOVERY (1984)
 GX0691
 GX0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0691'NOT RECOVERED, MARK LOCATION IS INACCESSIBLE TO NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1868 ***********************************************************************
 HX1868  DESIGNATION -  X 203
 HX1868  PID         -  HX1868
 HX1868  STATE/COUNTY-  WV/FAYETTE
 HX1868  USGS QUAD   -  BECKWITH (1976)
 HX1868
 HX1868                         *CURRENT SURVEY CONTROL
 HX1868  ___________________________________________________________________
 HX1868* NAD 83(1986)-  38 07 02.     (N)    081 08 49.     (W)     SCALED    
 HX1868* NAVD 88     -       242.084  (meters)     794.24   (feet)  ADJUSTED  
 HX1868  ___________________________________________________________________
 HX1868  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HX1868  DYNAMIC HT  -         241.907 (meters)     793.66  (feet)  COMP
 HX1868  MODELED GRAV-     979,891.4   (mgal)                       NAVD 88
 HX1868
 HX1868  VERT ORDER  -  FIRST     CLASS II
 HX1868
 HX1868.The horizontal coordinates were scaled from a topographic map and have
 HX1868.an estimated accuracy of +/- 6 seconds.
 HX1868
 HX1868.The orthometric height was determined by differential leveling
 HX1868.and adjusted by the National Geodetic Survey in June 1991..
 HX1868
 HX1868.The geoid height was determined by GEOID03.
 HX1868
 HX1868.The dynamic height is computed by dividing the NAVD 88
 HX1868.geopotential number by the normal gravity value computed on the
 HX1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1868.degrees latitude (g = 980.6199 gals.).
 HX1868
 HX1868.The modeled gravity was interpolated from observed gravity values.
 HX1868
 HX1868;                    North         East    Units  Estimated Accuracy
 HX1868;SPC WV S     -   124,010.      587,120.      MT  (+/- 180 meters Scaled)
 HX1868
 HX1868                          SUPERSEDED SURVEY CONTROL
 HX1868
 HX1868  NGVD 29 (??/??/92)  242.265  (m)          794.83   (f) ADJ UNCH    1 2
 HX1868
 HX1868.Superseded values are not recommended for survey control.
 HX1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1868.See file dsdata.txt to determine how the superseded data were derived.
 HX1868
 HX1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC871188(NAD 83)
 HX1868_MARKER: DB = BENCH MARK DISK
 HX1868_SETTING: 66 = SET IN ROCK OUTCROP
 HX1868_SP_SET: ROCK CUT
 HX1868_STAMPING: X 203 1959
 HX1868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1868+STABILITY: POSITION/ELEVATION WELL
 HX1868
 HX1868  HISTORY     - Date     Condition        Report By
 HX1868  HISTORY     - 1959     MONUMENTED       CGS
 HX1868
 HX1868                          STATION DESCRIPTION
 HX1868
 HX1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1868'0.2 MI NW FROM COTTON HILL.
 HX1868'ABOUT 0.2 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1868'FROM THE STATION AT COTTON HILL, ABOUT 7 1/4 RAILS NORTHWEST
 HX1868'OF MILEPOST 411, 10 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 HX1868'OF THE SOUTHWEST TRACK, SET VERTICALLY IN THE NORTHEAST FACE
 HX1868'OF THE SOUTHEAST END OF A ROCK 15-FEET LONG BY 3-FEET HIGH THAT
 HX1868'IS PART OF A CUT, 2 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 HX1868'ROCK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1902 ***********************************************************************
 HX1902  DESIGNATION -  X 204
 HX1902  PID         -  HX1902
 HX1902  STATE/COUNTY-  WV/KANAWHA
 HX1902  USGS QUAD   -  CEDAR GROVE (1976)
 HX1902
 HX1902                         *CURRENT SURVEY CONTROL
 HX1902  ___________________________________________________________________
 HX1902* NAD 83(1986)-  38 12 29.     (N)    081 25 12.     (W)     SCALED    
 HX1902* NAVD 88     -       198.583  (meters)     651.52   (feet)  ADJUSTED  
 HX1902  ___________________________________________________________________
 HX1902  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HX1902  DYNAMIC HT  -         198.443 (meters)     651.06  (feet)  COMP
 HX1902  MODELED GRAV-     979,924.4   (mgal)                       NAVD 88
 HX1902
 HX1902  VERT ORDER  -  FIRST     CLASS II
 HX1902
 HX1902.The horizontal coordinates were scaled from a topographic map and have
 HX1902.an estimated accuracy of +/- 6 seconds.
 HX1902
 HX1902.The orthometric height was determined by differential leveling
 HX1902.and adjusted by the National Geodetic Survey in June 1991..
 HX1902
 HX1902.The geoid height was determined by GEOID03.
 HX1902
 HX1902.The dynamic height is computed by dividing the NAVD 88
 HX1902.geopotential number by the normal gravity value computed on the
 HX1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1902.degrees latitude (g = 980.6199 gals.).
 HX1902
 HX1902.The modeled gravity was interpolated from observed gravity values.
 HX1902
 HX1902;                    North         East    Units  Estimated Accuracy
 HX1902;SPC WV S     -   134,160.      563,220.      MT  (+/- 180 meters Scaled)
 HX1902
 HX1902                          SUPERSEDED SURVEY CONTROL
 HX1902
 HX1902  NGVD 29 (??/??/92)  198.776  (m)          652.15   (f) ADJ UNCH    1 2
 HX1902
 HX1902.Superseded values are not recommended for survey control.
 HX1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1902.See file dsdata.txt to determine how the superseded data were derived.
 HX1902
 HX1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC632289(NAD 83)
 HX1902_MARKER: DB = BENCH MARK DISK
 HX1902_SETTING: 66 = SET IN ROCK OUTCROP
 HX1902_SP_SET: ROCK CUT
 HX1902_STAMPING: X 204 1959
 HX1902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1902+STABILITY: POSITION/ELEVATION WELL
 HX1902
 HX1902  HISTORY     - Date     Condition        Report By
 HX1902  HISTORY     - 1959     MONUMENTED       CGS
 HX1902
 HX1902                          STATION DESCRIPTION
 HX1902
 HX1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1902'1.2 MI SE FROM CEDAR GROVE.
 HX1902'ABOUT 1.15 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1902'FROM THE STATION AT CEDAR GROVE, 0.45 MILE SOUTHEAST OF MILEPOST
 HX1902'145, ABOUT 124 YARDS NORTHEAST OF THE TRACK, ALONG THE NORTHEAST
 HX1902'SIDE OF U.S. HIGHWAY 21 AND 60, ABOUT 40 YARDS EAST OF THE
 HX1902'JUNCTION OF A DRIVE LEADING SOUTHWEST TO THE KANAWHA RIVER PLANT
 HX1902'OF THE APPALACHION ELECTRIC POWER COMPANY, SET VERTICALLY IN
 HX1902'THE SOUTH FACE OF A LARGE ROCK CUT THAT EXTENDS EAST AWAY FROM
 HX1902'THE HIGHWAY, 58 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HX1902'2 1/2 FEET ABOVE THE GROUND, AND ABOUT 6 FEET ABOVE THE LEVEL
 HX1902'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2063 ***********************************************************************
 HX2063  DESIGNATION -  X 205
 HX2063  PID         -  HX2063
 HX2063  STATE/COUNTY-  WV/KANAWHA
 HX2063  USGS QUAD   -  CHARLESTON WEST (1976)
 HX2063
 HX2063                         *CURRENT SURVEY CONTROL
 HX2063  ___________________________________________________________________
 HX2063* NAD 83(1986)-  38 21 39.     (N)    081 38 08.     (W)     SCALED    
 HX2063* NAVD 88     -       186.335  (meters)     611.33   (feet)  ADJUSTED  
 HX2063  ___________________________________________________________________
 HX2063  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HX2063  DYNAMIC HT  -         186.205 (meters)     610.91  (feet)  COMP
 HX2063  MODELED GRAV-     979,927.7   (mgal)                       NAVD 88
 HX2063
 HX2063  VERT ORDER  -  FIRST     CLASS II
 HX2063
 HX2063.The horizontal coordinates were scaled from a topographic map and have
 HX2063.an estimated accuracy of +/- 6 seconds.
 HX2063
 HX2063.The orthometric height was determined by differential leveling
 HX2063.and adjusted by the National Geodetic Survey in June 1991..
 HX2063
 HX2063.The geoid height was determined by GEOID03.
 HX2063
 HX2063.The dynamic height is computed by dividing the NAVD 88
 HX2063.geopotential number by the normal gravity value computed on the
 HX2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2063.degrees latitude (g = 980.6199 gals.).
 HX2063
 HX2063.The modeled gravity was interpolated from observed gravity values.
 HX2063
 HX2063;                    North         East    Units  Estimated Accuracy
 HX2063;SPC WV S     -   151,230.      544,460.      MT  (+/- 180 meters Scaled)
 HX2063
 HX2063                          SUPERSEDED SURVEY CONTROL
 HX2063
 HX2063  NGVD 29 (??/??/92)  186.532  (m)          611.98   (f) ADJ UNCH    1 2
 HX2063
 HX2063.Superseded values are not recommended for survey control.
 HX2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2063.See file dsdata.txt to determine how the superseded data were derived.
 HX2063
 HX2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC444460(NAD 83)
 HX2063_MARKER: DB = BENCH MARK DISK
 HX2063_SETTING: 66 = SET IN ROCK OUTCROP
 HX2063_SP_SET: ROCK CUT
 HX2063_STAMPING: X 205 1959
 HX2063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2063+STABILITY: POSITION/ELEVATION WELL
 HX2063
 HX2063  HISTORY     - Date     Condition        Report By
 HX2063  HISTORY     - 1959     MONUMENTED       CGS
 HX2063
 HX2063                          STATION DESCRIPTION
 HX2063
 HX2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX2063'AT CHARLESTON.
 HX2063'AT CHARLESTON, 0.2 MILE SOUTHEAST OF MILEPOST 125, AT THE
 HX2063'JUNCTION OF INDIANA AVENUE AND GLEN STREET, 16 1/2 FEET NORTH
 HX2063'OF THE NORTH RAIL OF THE NORTH ONE OF THREE TRACKS, SET
 HX2063'VERTICALLY IN THE SOUTH FACE OF A LARGE ROCK CUT, 37 FEET WEST
 HX2063'OF THE EXTENDED CENTER LINE OF GLEN STREET, 1/2 FOOT ABOVE THE
 HX2063'GROUND, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1271 ***********************************************************************
 GX1271  DESIGNATION -  X 206
 GX1271  PID         -  GX1271
 GX1271  STATE/COUNTY-  WV/FAYETTE
 GX1271  USGS QUAD   -  PRINCE (1989)
 GX1271
 GX1271                         *CURRENT SURVEY CONTROL
 GX1271  ___________________________________________________________________
 GX1271* NAD 83(1986)-  37 50 59.     (N)    081 01 45.     (W)     SCALED    
 GX1271* NAVD 88     -       425.096  (meters)    1394.67   (feet)  ADJUSTED  
 GX1271  ___________________________________________________________________
 GX1271  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX1271  DYNAMIC HT  -         424.758 (meters)    1393.56  (feet)  COMP
 GX1271  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 GX1271
 GX1271  VERT ORDER  -  SECOND    CLASS 0
 GX1271
 GX1271.The horizontal coordinates were scaled from a topographic map and have
 GX1271.an estimated accuracy of +/- 6 seconds.
 GX1271
 GX1271.The orthometric height was determined by differential leveling
 GX1271.and adjusted by the National Geodetic Survey in June 1991..
 GX1271
 GX1271.The geoid height was determined by GEOID03.
 GX1271
 GX1271.The dynamic height is computed by dividing the NAVD 88
 GX1271.geopotential number by the normal gravity value computed on the
 GX1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1271.degrees latitude (g = 980.6199 gals.).
 GX1271
 GX1271.The modeled gravity was interpolated from observed gravity values.
 GX1271
 GX1271;                    North         East    Units  Estimated Accuracy
 GX1271;SPC WV S     -    94,310.      597,430.      MT  (+/- 180 meters Scaled)
 GX1271
 GX1271                          SUPERSEDED SURVEY CONTROL
 GX1271
 GX1271  NGVD 29 (??/??/92)  425.268  (m)         1395.23   (f) ADJ UNCH    2 0
 GX1271
 GX1271.Superseded values are not recommended for survey control.
 GX1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1271.See file dsdata.txt to determine how the superseded data were derived.
 GX1271
 GX1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB974891(NAD 83)
 GX1271_MARKER: DB = BENCH MARK DISK
 GX1271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1271_SP_SET: ROCK
 GX1271_STAMPING: X 206 1961
 GX1271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1271
 GX1271  HISTORY     - Date     Condition        Report By
 GX1271  HISTORY     - 1961     MONUMENTED       CGS
 GX1271  HISTORY     - 1980     GOOD             LOCSUR
 GX1271
 GX1271                          STATION DESCRIPTION
 GX1271
 GX1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1271'2.1 MI NE FROM PRINCE.
 GX1271'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE CHESAPEAKE
 GX1271'AND OHIO RAILWAY STATION AT PRINCE, ALONG THE SOUTHWEST SLOPE OF A
 GX1271'MOUNTAIN, AT THE OUTSIDE OF A CURVE, SET VERTICALLY IN THE
 GX1271'NORTHWEST FACE OF A ROCK 6 FEET LONG AND 3 FEET WIDE, 25 FEET
 GX1271'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT IN THE CENTER
 GX1271'OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX1271
 GX1271                          STATION RECOVERY (1980)
 GX1271
 GX1271'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0796 ***********************************************************************
 GX0796  DESIGNATION -  X 207
 GX0796  PID         -  GX0796
 GX0796  STATE/COUNTY-  WV/FAYETTE
 GX0796  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0796
 GX0796                         *CURRENT SURVEY CONTROL
 GX0796  ___________________________________________________________________
 GX0796* NAD 83(1986)-  37 52 16.     (N)    080 51 58.     (W)     SCALED    
 GX0796* NAVD 88     -       742.135  (meters)    2434.82   (feet)  ADJUSTED  
 GX0796  ___________________________________________________________________
 GX0796  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GX0796  DYNAMIC HT  -         741.512 (meters)    2432.78  (feet)  COMP
 GX0796  MODELED GRAV-     979,765.6   (mgal)                       NAVD 88
 GX0796
 GX0796  VERT ORDER  -  SECOND    CLASS 0
 GX0796
 GX0796.The horizontal coordinates were scaled from a topographic map and have
 GX0796.an estimated accuracy of +/- 6 seconds.
 GX0796
 GX0796.The orthometric height was determined by differential leveling
 GX0796.and adjusted by the National Geodetic Survey in June 1991..
 GX0796
 GX0796.The geoid height was determined by GEOID03.
 GX0796
 GX0796.The dynamic height is computed by dividing the NAVD 88
 GX0796.geopotential number by the normal gravity value computed on the
 GX0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0796.degrees latitude (g = 980.6199 gals.).
 GX0796
 GX0796.The modeled gravity was interpolated from observed gravity values.
 GX0796
 GX0796;                    North         East    Units  Estimated Accuracy
 GX0796;SPC WV S     -    96,690.      611,780.      MT  (+/- 180 meters Scaled)
 GX0796
 GX0796                          SUPERSEDED SURVEY CONTROL
 GX0796
 GX0796  NGVD 29 (??/??/92)  742.282  (m)         2435.30   (f) ADJ UNCH    2 0
 GX0796
 GX0796.Superseded values are not recommended for survey control.
 GX0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0796.See file dsdata.txt to determine how the superseded data were derived.
 GX0796
 GX0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB117915(NAD 83)
 GX0796_MARKER: DB = BENCH MARK DISK
 GX0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0796_SP_SET: CULVERT
 GX0796_STAMPING: X 207 1961
 GX0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0796
 GX0796  HISTORY     - Date     Condition        Report By
 GX0796  HISTORY     - 1961     MONUMENTED       CGS
 GX0796
 GX0796                          STATION DESCRIPTION
 GX0796
 GX0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0796'0.4 MI N FROM MEADOW BRIDGE.
 GX0796'ABOUT 0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM THE HIGH SCHOOL
 GX0796'BUILDING AT MEADOW BRIDGE, ABOUT 75 YARDS NORTH OF THE BEELICK
 GX0796'KNOB GOSPEL TABERNACLE CHURCH, SET ON TOP OF THE NORTH END OF THE
 GX0796'EAST CONCRETE HEADWALL OF A 4 FOOT ARCHED CULVERT, 16 FEET EAST
 GX0796'OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTH OF THE NORTH END OF
 GX0796'THE HEADWALL AND 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0821 ***********************************************************************
 GX0821  DESIGNATION -  X 208
 GX0821  PID         -  GX0821
 GX0821  STATE/COUNTY-  WV/FAYETTE
 GX0821  USGS QUAD   -  RAINELLE (1976)
 GX0821
 GX0821                         *CURRENT SURVEY CONTROL
 GX0821  ___________________________________________________________________
 GX0821* NAD 83(1986)-  37 52 38.     (N)    080 49 25.     (W)     SCALED    
 GX0821* NAVD 88     -       805.785  (meters)    2643.65   (feet)  ADJUSTED  
 GX0821  ___________________________________________________________________
 GX0821  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX0821  DYNAMIC HT  -         805.106 (meters)    2641.42  (feet)  COMP
 GX0821  MODELED GRAV-     979,758.9   (mgal)                       NAVD 88
 GX0821
 GX0821  VERT ORDER  -  SECOND    CLASS 0
 GX0821
 GX0821.The horizontal coordinates were scaled from a topographic map and have
 GX0821.an estimated accuracy of +/- 6 seconds.
 GX0821
 GX0821.The orthometric height was determined by differential leveling
 GX0821.and adjusted by the National Geodetic Survey in June 1991..
 GX0821
 GX0821.The geoid height was determined by GEOID03.
 GX0821
 GX0821.The dynamic height is computed by dividing the NAVD 88
 GX0821.geopotential number by the normal gravity value computed on the
 GX0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0821.degrees latitude (g = 980.6199 gals.).
 GX0821
 GX0821.The modeled gravity was interpolated from observed gravity values.
 GX0821
 GX0821;                    North         East    Units  Estimated Accuracy
 GX0821;SPC WV S     -    97,380.      615,520.      MT  (+/- 180 meters Scaled)
 GX0821
 GX0821                          SUPERSEDED SURVEY CONTROL
 GX0821
 GX0821  NGVD 29 (??/??/92)  805.928  (m)         2644.12   (f) ADJ UNCH    2 0
 GX0821
 GX0821.Superseded values are not recommended for survey control.
 GX0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0821.See file dsdata.txt to determine how the superseded data were derived.
 GX0821
 GX0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB155922(NAD 83)
 GX0821_MARKER: DB = BENCH MARK DISK
 GX0821_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0821_SP_SET: UNSPECIFIED ROCK
 GX0821_STAMPING: X 208 1961
 GX0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0821
 GX0821  HISTORY     - Date     Condition        Report By
 GX0821  HISTORY     - 1961     MONUMENTED       CGS
 GX0821
 GX0821                          STATION DESCRIPTION
 GX0821
 GX0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0821'2.4 MI NE FROM MEADOW BRIDGE.
 GX0821'ABOUT 2.45 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0821'CHESAPEAKE AND OHIO RAILWAY STATION AT MEADOW BRIDGE, 0.5 MILE
 GX0821'SOUTHWEST OF A CROSSING OF THE C AND O RAILWAY, ABOUT 0.2 MILE
 GX0821'EAST OF THE LAUREL BRANCH BAPTIST CHURCH, ALONG THE WEST SLOPE
 GX0821'OF A HILL, SET IN TOP AND ABOUT IN THE CENTER OF A ROCK THAT IS
 GX0821'6 FEET LONG AND 2 FEET HIGH, 18 FEET SOUTH OF THE CENTER LINE OF
 GX0821'THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH EDGE OF THE ROCK AND 2 FEET
 GX0821'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0975 ***********************************************************************
 GX0975  DESIGNATION -  X 209
 GX0975  PID         -  GX0975
 GX0975  STATE/COUNTY-  WV/FAYETTE
 GX0975  USGS QUAD   -  RAINELLE (1976)
 GX0975
 GX0975                         *CURRENT SURVEY CONTROL
 GX0975  ___________________________________________________________________
 GX0975* NAD 83(1986)-  37 58 18.     (N)    080 48 52.     (W)     SCALED    
 GX0975* NAVD 88     -       953.534  (meters)    3128.39   (feet)  ADJUSTED  
 GX0975  ___________________________________________________________________
 GX0975  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX0975  DYNAMIC HT  -         952.743 (meters)    3125.79  (feet)  COMP
 GX0975  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GX0975
 GX0975  VERT ORDER  -  SECOND    CLASS 0
 GX0975
 GX0975.The horizontal coordinates were scaled from a topographic map and have
 GX0975.an estimated accuracy of +/- 6 seconds.
 GX0975
 GX0975.The orthometric height was determined by differential leveling
 GX0975.and adjusted by the National Geodetic Survey in June 1991..
 GX0975
 GX0975.The geoid height was determined by GEOID03.
 GX0975
 GX0975.The dynamic height is computed by dividing the NAVD 88
 GX0975.geopotential number by the normal gravity value computed on the
 GX0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0975.degrees latitude (g = 980.6199 gals.).
 GX0975
 GX0975.The modeled gravity was interpolated from observed gravity values.
 GX0975
 GX0975;                    North         East    Units  Estimated Accuracy
 GX0975;SPC WV S     -   107,860.      616,300.      MT  (+/- 180 meters Scaled)
 GX0975
 GX0975                          SUPERSEDED SURVEY CONTROL
 GX0975
 GX0975  NGVD 29 (??/??/92)  953.685  (m)         3128.88   (f) ADJ UNCH    2 0
 GX0975
 GX0975.Superseded values are not recommended for survey control.
 GX0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0975.See file dsdata.txt to determine how the superseded data were derived.
 GX0975
 GX0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC162026(NAD 83)
 GX0975_MARKER: DB = BENCH MARK DISK
 GX0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0975_STAMPING: X 209 1961
 GX0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0975+STABILITY: SURFACE MOTION
 GX0975
 GX0975  HISTORY     - Date     Condition        Report By
 GX0975  HISTORY     - 1961     MONUMENTED       CGS
 GX0975
 GX0975                          STATION DESCRIPTION
 GX0975
 GX0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0975'2.8 MI W FROM RAINELLE.
 GX0975'ABOUT 2.8 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GX0975'STATE HIGHWAY 20 AT RAINELLE, AT THE JUNCTION OF LOOPS ROAD
 GX0975'LEADING SOUTHWEST, SET ON THE TOP AND IN THE CENTER OF AN
 GX0975'ABANDONED CONCRETE BASE THAT IS 1 1/2 FOOT SQUARE AND PROJECTS 1
 GX0975'FOOT ABOVE THE LEVEL OF THE GROUND, 29 FEET SOUTHWEST OF THE
 GX0975'CENTER LINE OF THE HIGHWAY, 93 FEET SOUTHEAST OF THE CENTER LINE
 GX0975'OF THE LOOPS ROAD, 27 FEET NORTHWEST OF A 7 FOOT HIGH 3 INCH
 GX0975'STEEL PIPE, AND ABOUT LEVEL WITH THE U.S. HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1072 ***********************************************************************
 KY1072  DESIGNATION -  X 21
 KY1072  PID         -  KY1072
 KY1072  STATE/COUNTY-  WV/HANCOCK
 KY1072  USGS QUAD   -  EAST LIVERPOOL SOUTH (1985)
 KY1072
 KY1072                         *CURRENT SURVEY CONTROL
 KY1072  ___________________________________________________________________
 KY1072* NAD 83(1986)-  40 36 37.     (N)    080 34 17.     (W)     SCALED    
 KY1072* NAVD 88     -       213.211  (meters)     699.51   (feet)  ADJUSTED  
 KY1072  ___________________________________________________________________
 KY1072  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KY1072  DYNAMIC HT  -         213.101 (meters)     699.15  (feet)  COMP
 KY1072  MODELED GRAV-     980,106.1   (mgal)                       NAVD 88
 KY1072
 KY1072  VERT ORDER  -  FIRST     CLASS II
 KY1072
 KY1072.The horizontal coordinates were scaled from a topographic map and have
 KY1072.an estimated accuracy of +/- 6 seconds.
 KY1072
 KY1072.The orthometric height was determined by differential leveling
 KY1072.and adjusted by the National Geodetic Survey in June 1991..
 KY1072
 KY1072.The geoid height was determined by GEOID03.
 KY1072
 KY1072.The dynamic height is computed by dividing the NAVD 88
 KY1072.geopotential number by the normal gravity value computed on the
 KY1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1072.degrees latitude (g = 980.6199 gals.).
 KY1072
 KY1072.The modeled gravity was interpolated from observed gravity values.
 KY1072
 KY1072;                    North         East    Units  Estimated Accuracy
 KY1072;SPC WV N     -   234,840.      509,320.      MT  (+/- 180 meters Scaled)
 KY1072
 KY1072                          SUPERSEDED SURVEY CONTROL
 KY1072
 KY1072  NGVD 29 (??/??/92)  213.350  (m)          699.97   (f) ADJ UNCH    1 2
 KY1072
 KY1072.Superseded values are not recommended for survey control.
 KY1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1072.See file dsdata.txt to determine how the superseded data were derived.
 KY1072
 KY1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE362955(NAD 83)
 KY1072_MARKER: DB = BENCH MARK DISK
 KY1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1072_STAMPING: X 21 1935
 KY1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1072+STABILITY: SURFACE MOTION
 KY1072
 KY1072  HISTORY     - Date     Condition        Report By
 KY1072  HISTORY     - 1935     MONUMENTED       CGS
 KY1072  HISTORY     - 1970     GOOD             LOCSUR
 KY1072  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY1072
 KY1072                          STATION DESCRIPTION
 KY1072
 KY1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY1072'AT CHESTER.
 KY1072'AT CHESTER, HANCOCK COUNTY, ABOUT 0.2 MILE WEST ALONG THE
 KY1072'PENNSYLVANIA RAILROAD FROM THE OHIO RIVER BRIDGE, 54 FEET SOUTHEAST
 KY1072'OF POLE 20+22, ABOUT 189 FEET EAST OF A STREET CROSSING, AND
 KY1072'15 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED X 21
 KY1072'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- LOCATED
 KY1072'ABOUT 20 FEET SOUTH OF RAIL (RR), 5 FT ABOVE BETWEEN 1ST AND 2ND
 KY1072'STREET BRIDGES 10 INCHES ABOVE GROUND ON RR PROPERTY.  1ST
 KY1072'STREET=US30 TO EAST LIVERPOOL.
 KY1072
 KY1072                          STATION RECOVERY (1970)
 KY1072
 KY1072'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 KY1072'RECOVERED IN GOOD CONDITION.
 KY1072
 KY1072                          STATION RECOVERY (1983)
 KY1072
 KY1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY1072'SEARCHED FOR BUT NOT RECOVERED, AN OVERPASS BRIDGE HAS BEEN
 KY1072'CONSTRUCTED AT THE STREET CROSSING, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0849 ***********************************************************************
 GX0849  DESIGNATION -  X 210
 GX0849  PID         -  GX0849
 GX0849  STATE/COUNTY-  WV/SUMMERS
 GX0849  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0849
 GX0849                         *CURRENT SURVEY CONTROL
 GX0849  ___________________________________________________________________
 GX0849* NAD 83(1986)-  37 45 12.     (N)    080 50 04.     (W)     SCALED    
 GX0849* NAVD 88     -       538.317  (meters)    1766.13   (feet)  ADJUSTED  
 GX0849  ___________________________________________________________________
 GX0849  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GX0849  DYNAMIC HT  -         537.876 (meters)    1764.68  (feet)  COMP
 GX0849  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 GX0849
 GX0849  VERT ORDER  -  SECOND    CLASS 0
 GX0849
 GX0849.The horizontal coordinates were scaled from a topographic map and have
 GX0849.an estimated accuracy of +/- 6 seconds.
 GX0849
 GX0849.The orthometric height was determined by differential leveling
 GX0849.and adjusted by the National Geodetic Survey in June 1991..
 GX0849
 GX0849.The geoid height was determined by GEOID03.
 GX0849
 GX0849.The dynamic height is computed by dividing the NAVD 88
 GX0849.geopotential number by the normal gravity value computed on the
 GX0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0849.degrees latitude (g = 980.6199 gals.).
 GX0849
 GX0849.The modeled gravity was interpolated from observed gravity values.
 GX0849
 GX0849;                    North         East    Units  Estimated Accuracy
 GX0849;SPC WV S     -    83,620.      614,590.      MT  (+/- 180 meters Scaled)
 GX0849
 GX0849                          SUPERSEDED SURVEY CONTROL
 GX0849
 GX0849  NGVD 29 (??/??/92)  538.483  (m)         1766.67   (f) ADJ UNCH    2 0
 GX0849
 GX0849.Superseded values are not recommended for survey control.
 GX0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0849.See file dsdata.txt to determine how the superseded data were derived.
 GX0849
 GX0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB145784(NAD 83)
 GX0849_MARKER: DB = BENCH MARK DISK
 GX0849_SETTING: 66 = SET IN ROCK OUTCROP
 GX0849_SP_SET: ROCK CUT
 GX0849_STAMPING: X 210 1961
 GX0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0849+STABILITY: POSITION/ELEVATION WELL
 GX0849
 GX0849  HISTORY     - Date     Condition        Report By
 GX0849  HISTORY     - 1961     MONUMENTED       CGS
 GX0849
 GX0849                          STATION DESCRIPTION
 GX0849
 GX0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0849'4.2 MI SE FROM SANDSTONE.
 GX0849'0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE CHESAPEAKE AND
 GX0849'OHIO RAILWAY STATION AT SANDSTONE, THENCE 3.95 MILES SOUTHEAST
 GX0849'ALONG THE SANDSTONE-RAMP ROAD, ON THE NORTHWEST SLOPE OF A
 GX0849'LONG CROOKED HILL, ABOUT 30 YARDS WEST OF THE WEST END OF A
 GX0849'CURVE, SET VERTICALLY IN THE SOUTH FACE OF A LONG ROCK CUT, 18
 GX0849'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET ABOVE THE LEVEL
 GX0849'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0861 ***********************************************************************
 GX0861  DESIGNATION -  X 211
 GX0861  PID         -  GX0861
 GX0861  STATE/COUNTY-  WV/SUMMERS
 GX0861  USGS QUAD   -  TALCOTT (1968)
 GX0861
 GX0861                         *CURRENT SURVEY CONTROL
 GX0861  ___________________________________________________________________
 GX0861* NAD 83(1986)-  37 44 13.     (N)    080 46 06.     (W)     SCALED    
 GX0861* NAVD 88     -       869.106  (meters)    2851.39   (feet)  ADJUSTED  
 GX0861  ___________________________________________________________________
 GX0861  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX0861  DYNAMIC HT  -         868.347 (meters)    2848.90  (feet)  COMP
 GX0861  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 GX0861
 GX0861  VERT ORDER  -  SECOND    CLASS 0
 GX0861
 GX0861.The horizontal coordinates were scaled from a topographic map and have
 GX0861.an estimated accuracy of +/- 6 seconds.
 GX0861
 GX0861.The orthometric height was determined by differential leveling
 GX0861.and adjusted by the National Geodetic Survey in June 1991..
 GX0861
 GX0861.The geoid height was determined by GEOID03.
 GX0861
 GX0861.The dynamic height is computed by dividing the NAVD 88
 GX0861.geopotential number by the normal gravity value computed on the
 GX0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0861.degrees latitude (g = 980.6199 gals.).
 GX0861
 GX0861.The modeled gravity was interpolated from observed gravity values.
 GX0861
 GX0861;                    North         East    Units  Estimated Accuracy
 GX0861;SPC WV S     -    81,820.      620,420.      MT  (+/- 180 meters Scaled)
 GX0861
 GX0861                          SUPERSEDED SURVEY CONTROL
 GX0861
 GX0861  NGVD 29 (??/??/92)  869.243  (m)         2851.84   (f) ADJ UNCH    2 0
 GX0861
 GX0861.Superseded values are not recommended for survey control.
 GX0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0861.See file dsdata.txt to determine how the superseded data were derived.
 GX0861
 GX0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB204766(NAD 83)
 GX0861_MARKER: DB = BENCH MARK DISK
 GX0861_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0861_SP_SET: UNSPECIFIED ROCK
 GX0861_STAMPING: X 211 1961
 GX0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0861
 GX0861  HISTORY     - Date     Condition        Report By
 GX0861  HISTORY     - 1961     MONUMENTED       CGS
 GX0861
 GX0861                          STATION DESCRIPTION
 GX0861
 GX0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0861'10.2 MI W FROM ALDERSON.
 GX0861'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0861'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 7.85 MILES
 GX0861'WEST ALONG A BLACK TOP AND GRADED ROAD, AT THE OUTSIDE OF A LONG
 GX0861'CURVE, ABOUT 20 YARDS SOUTHWEST OF A FRESH WATER SPRING WITH A
 GX0861'CONCRETE WATERING TROUGH, SET IN THE TOP OF A ROCK 12 FEET LONG
 GX0861'AND 3 FEET WIDE, 32 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 GX0861'4 1/2 FEET EAST OF THE WEST END OF THE ROCK AND ABOUT 10 FEET
 GX0861'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0890 ***********************************************************************
 GX0890  DESIGNATION -  X 212
 GX0890  PID         -  GX0890
 GX0890  STATE/COUNTY-  WV/SUMMERS
 GX0890  USGS QUAD   -  ALDERSON (1976)
 GX0890
 GX0890                         *CURRENT SURVEY CONTROL
 GX0890  ___________________________________________________________________
 GX0890* NAD 83(1986)-  37 44 11.     (N)    080 44 45.     (W)     SCALED    
 GX0890* NAVD 88     -       915.516  (meters)    3003.66   (feet)  ADJUSTED  
 GX0890  ___________________________________________________________________
 GX0890  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0890  DYNAMIC HT  -         914.738 (meters)    3001.10  (feet)  COMP
 GX0890  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 GX0890
 GX0890  VERT ORDER  -  SECOND    CLASS 0
 GX0890
 GX0890.The horizontal coordinates were scaled from a topographic map and have
 GX0890.an estimated accuracy of +/- 6 seconds.
 GX0890
 GX0890.The orthometric height was determined by differential leveling
 GX0890.and adjusted by the National Geodetic Survey in June 1991..
 GX0890
 GX0890.The geoid height was determined by GEOID03.
 GX0890
 GX0890.The dynamic height is computed by dividing the NAVD 88
 GX0890.geopotential number by the normal gravity value computed on the
 GX0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0890.degrees latitude (g = 980.6199 gals.).
 GX0890
 GX0890.The modeled gravity was interpolated from observed gravity values.
 GX0890
 GX0890;                    North         East    Units  Estimated Accuracy
 GX0890;SPC WV S     -    81,760.      622,400.      MT  (+/- 180 meters Scaled)
 GX0890
 GX0890                          SUPERSEDED SURVEY CONTROL
 GX0890
 GX0890  NGVD 29 (??/??/92)  915.674  (m)         3004.17   (f) ADJ UNCH    2 0
 GX0890
 GX0890.Superseded values are not recommended for survey control.
 GX0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0890.See file dsdata.txt to determine how the superseded data were derived.
 GX0890
 GX0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB223765(NAD 83)
 GX0890_MARKER: DB = BENCH MARK DISK
 GX0890_SETTING: 80 = SET IN A BOULDER
 GX0890_SP_SET: BOULDER
 GX0890_STAMPING: X 212 1961
 GX0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0890+STABILITY: SURFACE MOTION
 GX0890
 GX0890  HISTORY     - Date     Condition        Report By
 GX0890  HISTORY     - 1961     MONUMENTED       CGS
 GX0890
 GX0890                          STATION DESCRIPTION
 GX0890
 GX0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0890'9.2 MI NW FROM ALDERSON.
 GX0890'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE
 GX0890'NORTH END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE
 GX0890'5.75 MILES WEST ALONG A BLACK TOP ROAD, THENCE 1.1 MILES NORTHEAST
 GX0890'ALONG A GRADED ROAD LEADING TO KEENEY MOUNTAIN FIRE TOWER, AT THE
 GX0890'OUTSIDE OF A CURVE, SET ON THE TOP OF A LARGE ROUND BOULDER
 GX0890'WHICH IS 12 FEET LONG-6 FEET WIDE AND 2 1/2 FEET HIGH, 21 FEET
 GX0890'WEST OF THE CENTER LINE OF THE ROAD, 6 FEET WEST OF THE EAST
 GX0890'END OF THE ROCK AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0996 ***********************************************************************
 GX0996  DESIGNATION -  X 213
 GX0996  PID         -  GX0996
 GX0996  STATE/COUNTY-  WV/SUMMERS
 GX0996  USGS QUAD   -  DAWSON (1971)
 GX0996
 GX0996                         *CURRENT SURVEY CONTROL
 GX0996  ___________________________________________________________________
 GX0996* NAD 83(1986)-  37 48 49.     (N)    080 44 48.     (W)     SCALED    
 GX0996* NAVD 88     -       903.426  (meters)    2963.99   (feet)  ADJUSTED  
 GX0996  ___________________________________________________________________
 GX0996  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX0996  DYNAMIC HT  -         902.674 (meters)    2961.52  (feet)  COMP
 GX0996  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GX0996
 GX0996  VERT ORDER  -  SECOND    CLASS 0
 GX0996
 GX0996.The horizontal coordinates were scaled from a topographic map and have
 GX0996.an estimated accuracy of +/- 6 seconds.
 GX0996
 GX0996.The orthometric height was determined by differential leveling
 GX0996.and adjusted by the National Geodetic Survey in June 1991..
 GX0996
 GX0996.The geoid height was determined by GEOID03.
 GX0996
 GX0996.The dynamic height is computed by dividing the NAVD 88
 GX0996.geopotential number by the normal gravity value computed on the
 GX0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0996.degrees latitude (g = 980.6199 gals.).
 GX0996
 GX0996.The modeled gravity was interpolated from observed gravity values.
 GX0996
 GX0996;                    North         East    Units  Estimated Accuracy
 GX0996;SPC WV S     -    90,330.      622,310.      MT  (+/- 180 meters Scaled)
 GX0996
 GX0996                          SUPERSEDED SURVEY CONTROL
 GX0996
 GX0996  NGVD 29 (??/??/92)  903.590  (m)         2964.53   (f) ADJ UNCH    2 0
 GX0996
 GX0996.Superseded values are not recommended for survey control.
 GX0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0996.See file dsdata.txt to determine how the superseded data were derived.
 GX0996
 GX0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB222851(NAD 83)
 GX0996_MARKER: DB = BENCH MARK DISK
 GX0996_SETTING: 66 = SET IN ROCK OUTCROP
 GX0996_SP_SET: ROCK
 GX0996_STAMPING: X 213 1961
 GX0996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0996+STABILITY: POSITION/ELEVATION WELL
 GX0996
 GX0996  HISTORY     - Date     Condition        Report By
 GX0996  HISTORY     - 1961     MONUMENTED       CGS
 GX0996
 GX0996                          STATION DESCRIPTION
 GX0996
 GX0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0996'2.3 MI SW FROM GRASSY MEADOWS.
 GX0996'ABOUT 0.5 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX0996'AT GRASSY MEADOWS, THENCE 0.9 MILE SOUTH ALONG A GRADED ROAD,
 GX0996'THENCE 0.9 MILE WEST ALONG A ROUGH MOUNTAIN ROAD, ABOUT 55 YARDS
 GX0996'SOUTHEAST OF THE JUNCTION OF A SIDE ROAD LEADING SOUTH, AT THE
 GX0996'INSIDE OF A CURVE, ALONG THE EAST SLOPE OF THE MOUNTAIN, SET
 GX0996'VERTICALLY IN THE NORTHEAST FACE OF A ROCK THAT IS 12 FEET LONG
 GX0996'AND 4 FEET HIGH AND IS PART OF A CUT, 12 FEET SOUTHWEST OF THE
 GX0996'CENTER LINE OF THE ROAD AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0933 ***********************************************************************
 GX0933  DESIGNATION -  X 214
 GX0933  PID         -  GX0933
 GX0933  STATE/COUNTY-  WV/GREENBRIER
 GX0933  USGS QUAD   -  RUPERT (1981)
 GX0933
 GX0933                         *CURRENT SURVEY CONTROL
 GX0933  ___________________________________________________________________
 GX0933* NAD 83(1986)-  37 57 30.     (N)    080 41 00.     (W)     SCALED    
 GX0933* NAVD 88     -       735.303  (meters)    2412.41   (feet)  ADJUSTED  
 GX0933  ___________________________________________________________________
 GX0933  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GX0933  DYNAMIC HT  -         734.689 (meters)    2410.39  (feet)  COMP
 GX0933  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 GX0933
 GX0933  VERT ORDER  -  SECOND    CLASS 0
 GX0933
 GX0933.The horizontal coordinates were scaled from a topographic map and have
 GX0933.an estimated accuracy of +/- 6 seconds.
 GX0933
 GX0933.The orthometric height was determined by differential leveling
 GX0933.and adjusted by the National Geodetic Survey in June 1991..
 GX0933
 GX0933.The geoid height was determined by GEOID03.
 GX0933
 GX0933.The dynamic height is computed by dividing the NAVD 88
 GX0933.geopotential number by the normal gravity value computed on the
 GX0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0933.degrees latitude (g = 980.6199 gals.).
 GX0933
 GX0933.The modeled gravity was interpolated from observed gravity values.
 GX0933
 GX0933;                    North         East    Units  Estimated Accuracy
 GX0933;SPC WV S     -   106,410.      627,830.      MT  (+/- 180 meters Scaled)
 GX0933
 GX0933                          SUPERSEDED SURVEY CONTROL
 GX0933
 GX0933  NGVD 29 (??/??/92)  735.443  (m)         2412.87   (f) ADJ UNCH    2 0
 GX0933
 GX0933.Superseded values are not recommended for survey control.
 GX0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0933.See file dsdata.txt to determine how the superseded data were derived.
 GX0933
 GX0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC278012(NAD 83)
 GX0933_MARKER: DB = BENCH MARK DISK
 GX0933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0933_SP_SET: ABUTMENT
 GX0933_STAMPING: X 214 1961
 GX0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0933
 GX0933  HISTORY     - Date     Condition        Report By
 GX0933  HISTORY     - 1961     MONUMENTED       CGS
 GX0933
 GX0933                          STATION DESCRIPTION
 GX0933
 GX0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0933'0.6 MI SE FROM RUPERT.
 GX0933'ABOUT 0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0933'OFFICE AT RUPERT, SET ON THE TOP OF THE NORTHEAST END OF THE
 GX0933'NORTHWEST CONCRETE ABUTMENT OF A 90 FOOT STEEL BRIDGE OVER BIG
 GX0933'CLEAR CREEK, 14 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GX0933'1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT AND ABOUT
 GX0933'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0136 ***********************************************************************
 GX0136  DESIGNATION -  X 215
 GX0136  PID         -  GX0136
 GX0136  STATE/COUNTY-  WV/GREENBRIER
 GX0136  USGS QUAD   -  LEWISBURG (1979)
 GX0136
 GX0136                         *CURRENT SURVEY CONTROL
 GX0136  ___________________________________________________________________
 GX0136* NAD 83(1986)-  37 48 43.     (N)    080 28 54.     (W)     SCALED    
 GX0136* NAVD 88     -       637.568  (meters)    2091.75   (feet)  ADJUSTED  
 GX0136  ___________________________________________________________________
 GX0136  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0136  DYNAMIC HT  -         637.040 (meters)    2090.02  (feet)  COMP
 GX0136  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 GX0136
 GX0136  VERT ORDER  -  SECOND    CLASS 0
 GX0136
 GX0136.The horizontal coordinates were scaled from a topographic map and have
 GX0136.an estimated accuracy of +/- 6 seconds.
 GX0136
 GX0136.The orthometric height was determined by differential leveling
 GX0136.and adjusted by the National Geodetic Survey in June 1991..
 GX0136
 GX0136.The geoid height was determined by GEOID03.
 GX0136
 GX0136.The dynamic height is computed by dividing the NAVD 88
 GX0136.geopotential number by the normal gravity value computed on the
 GX0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0136.degrees latitude (g = 980.6199 gals.).
 GX0136
 GX0136.The modeled gravity was interpolated from observed gravity values.
 GX0136
 GX0136;                    North         East    Units  Estimated Accuracy
 GX0136;SPC WV S     -    90,240.      645,640.      MT  (+/- 180 meters Scaled)
 GX0136
 GX0136                          SUPERSEDED SURVEY CONTROL
 GX0136
 GX0136  NGVD 29 (??/??/92)  637.717  (m)         2092.24   (f) ADJ UNCH    2 0
 GX0136
 GX0136.Superseded values are not recommended for survey control.
 GX0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0136.See file dsdata.txt to determine how the superseded data were derived.
 GX0136
 GX0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB456850(NAD 83)
 GX0136_MARKER: DB = BENCH MARK DISK
 GX0136_SETTING: 66 = SET IN ROCK OUTCROP
 GX0136_SP_SET: ROCK
 GX0136_STAMPING: X 215 1961
 GX0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0136+STABILITY: POSITION/ELEVATION WELL
 GX0136
 GX0136  HISTORY     - Date     Condition        Report By
 GX0136  HISTORY     - 1961     MONUMENTED       CGS
 GX0136
 GX0136                          STATION DESCRIPTION
 GX0136
 GX0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0136'2.4 MI W FROM LEWISBURG.
 GX0136'ABOUT 1.65 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0136'OFFICE AT LEWISBURG, THENCE 0.8 MILE WEST ALONG MUDDY CREEK
 GX0136'MOUNTAIN ROAD (COUNTY ROAD NO. 33), ALONG A VERY SHORT STRAIGHT
 GX0136'STRETCH OF ROAD, ABOUT MIDWAY BETWEEN TWO CURVES, SET ON THE TOP
 GX0136'AND ABOUT IN THE CENTER OF A ROUND ROCK THAT IS 10 FEET LONG AND
 GX0136'2 1/2 FEET HIGH, 19 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD
 GX0136'AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1023 ***********************************************************************
 GX1023  DESIGNATION -  X 216
 GX1023  PID         -  GX1023
 GX1023  STATE/COUNTY-  WV/GREENBRIER
 GX1023  USGS QUAD   -  ASBURY (1979)
 GX1023
 GX1023                         *CURRENT SURVEY CONTROL
 GX1023  ___________________________________________________________________
 GX1023* NAD 83(1986)-  37 49 23.     (N)    080 36 53.     (W)     SCALED    
 GX1023* NAVD 88     -       500.760  (meters)    1642.91   (feet)  ADJUSTED  
 GX1023  ___________________________________________________________________
 GX1023  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX1023  DYNAMIC HT  -         500.355 (meters)    1641.58  (feet)  COMP
 GX1023  MODELED GRAV-     979,805.4   (mgal)                       NAVD 88
 GX1023
 GX1023  VERT ORDER  -  SECOND    CLASS 0
 GX1023
 GX1023.The horizontal coordinates were scaled from a topographic map and have
 GX1023.an estimated accuracy of +/- 6 seconds.
 GX1023
 GX1023.The orthometric height was determined by differential leveling
 GX1023.and adjusted by the National Geodetic Survey in June 1991..
 GX1023
 GX1023.The geoid height was determined by GEOID03.
 GX1023
 GX1023.The dynamic height is computed by dividing the NAVD 88
 GX1023.geopotential number by the normal gravity value computed on the
 GX1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1023.degrees latitude (g = 980.6199 gals.).
 GX1023
 GX1023.The modeled gravity was interpolated from observed gravity values.
 GX1023
 GX1023;                    North         East    Units  Estimated Accuracy
 GX1023;SPC WV S     -    91,420.      633,920.      MT  (+/- 180 meters Scaled)
 GX1023
 GX1023                          SUPERSEDED SURVEY CONTROL
 GX1023
 GX1023  NGVD 29 (??/??/92)  500.921  (m)         1643.44   (f) ADJ UNCH    2 0
 GX1023
 GX1023.Superseded values are not recommended for survey control.
 GX1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1023.See file dsdata.txt to determine how the superseded data were derived.
 GX1023
 GX1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB339862(NAD 83)
 GX1023_MARKER: DB = BENCH MARK DISK
 GX1023_SETTING: 66 = SET IN ROCK OUTCROP
 GX1023_SP_SET: ROCK
 GX1023_STAMPING: X 216 1961
 GX1023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1023+STABILITY: POSITION/ELEVATION WELL
 GX1023
 GX1023  HISTORY     - Date     Condition        Report By
 GX1023  HISTORY     - 1961     MONUMENTED       CGS
 GX1023
 GX1023                          STATION DESCRIPTION
 GX1023
 GX1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1023'4.2 MI SW FROM ASBURY.
 GX1023'ABOUT 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE WEST
 GX1023'POINT BAPTIST CHURCH AT ASBURY, THENCE 3.55 MILES WEST ALONG
 GX1023'COUNTY ROAD NO. 31, AT THE OUTSIDE OF A SHARP CURVE, AT THE
 GX1023'JUNCTION OF A GRADED ROAD LEADING NORTH, 45 FEET EAST OF AND
 GX1023'ACROSS THE ROADS FROM THE NORTHEAST CORNER OF A 60 FOOT BRIDGE
 GX1023'OVER RENICK CREEK, SET VERTICALLY IN THE WEST FACE OF A SLOPING
 GX1023'ROCK, 30 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 13 FEET
 GX1023'EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH AND 3 FEET
 GX1023'ABOVE THE CENTER OF THE JUNCTION.  NOTE-- THIS MARK MAY BE
 GX1023'REACHED BY GOING 1.55 MILES SOUTHEAST ALONG COUNTY ROAD NO. 31
 GX1023'FROM THE G.O.E. MEMORIAL CHURCH AT BLUE SULPHUR SPRINGS TO MARK ON
 GX1023'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1043 ***********************************************************************
 GX1043  DESIGNATION -  X 217
 GX1043  PID         -  GX1043
 GX1043  STATE/COUNTY-  WV/GREENBRIER
 GX1043  USGS QUAD   -  ASBURY (1979)
 GX1043
 GX1043                         *CURRENT SURVEY CONTROL
 GX1043  ___________________________________________________________________
 GX1043* NAD 83(1986)-  37 50 03.     (N)    080 36 19.     (W)     SCALED    
 GX1043* NAVD 88     -       517.536  (meters)    1697.95   (feet)  ADJUSTED  
 GX1043  ___________________________________________________________________
 GX1043  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX1043  DYNAMIC HT  -         517.113 (meters)    1696.56  (feet)  COMP
 GX1043  MODELED GRAV-     979,795.7   (mgal)                       NAVD 88
 GX1043
 GX1043  VERT ORDER  -  SECOND    CLASS 0
 GX1043
 GX1043.The horizontal coordinates were scaled from a topographic map and have
 GX1043.an estimated accuracy of +/- 6 seconds.
 GX1043
 GX1043.The orthometric height was determined by differential leveling
 GX1043.and adjusted by the National Geodetic Survey in June 1991..
 GX1043
 GX1043.The geoid height was determined by GEOID03.
 GX1043
 GX1043.The dynamic height is computed by dividing the NAVD 88
 GX1043.geopotential number by the normal gravity value computed on the
 GX1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1043.degrees latitude (g = 980.6199 gals.).
 GX1043
 GX1043.The modeled gravity was interpolated from observed gravity values.
 GX1043
 GX1043;                    North         East    Units  Estimated Accuracy
 GX1043;SPC WV S     -    92,660.      634,750.      MT  (+/- 180 meters Scaled)
 GX1043
 GX1043                          SUPERSEDED SURVEY CONTROL
 GX1043
 GX1043  NGVD 29 (??/??/92)  517.693  (m)         1698.46   (f) ADJ UNCH    2 0
 GX1043
 GX1043.Superseded values are not recommended for survey control.
 GX1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1043.See file dsdata.txt to determine how the superseded data were derived.
 GX1043
 GX1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB347874(NAD 83)
 GX1043_MARKER: DB = BENCH MARK DISK
 GX1043_SETTING: 66 = SET IN ROCK OUTCROP
 GX1043_SP_SET: ROCK
 GX1043_STAMPING: X 217 1961
 GX1043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1043+STABILITY: POSITION/ELEVATION WELL
 GX1043
 GX1043  HISTORY     - Date     Condition        Report By
 GX1043  HISTORY     - 1961     MONUMENTED       CGS
 GX1043
 GX1043                          STATION DESCRIPTION
 GX1043
 GX1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1043'2.6 MI NE FROM BLUE SULPHUR SPRINGS.
 GX1043'ABOUT 1.55 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 GX1043'GOE MEMORIAL CHURCH AT BLUE SULPHUR SPRINGS, THENCE 1.0 MILE
 GX1043'NORTH ALONG A NARROW GRADED ROAD.  0.2 MILE NORTH OF THE T
 GX1043'JUNCTION OF A SIDE ROAD LEADING EAST, ON THE NORTHEAST SLOPE
 GX1043'OF A HILL, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK THAT
 GX1043'IS ABOUT 50 FEET LONG AND 4 FEET HIGH, 0.5 MILE SOUTHWEST OF A
 GX1043'20 FOOT WOODEN BRIDGE OVER A SMALL STREAM, 17 FEET NORTHWEST
 GX1043'OF THE CENTER LINE OF THE ROAD, 25 FEET NORTHEAST OF THE SOUTHWEST
 GX1043'END OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1995 ***********************************************************************
 HX1995  DESIGNATION -  X 218
 HX1995  PID         -  HX1995
 HX1995  STATE/COUNTY-  WV/FAYETTE
 HX1995  USGS QUAD   -  ANSTED (1976)
 HX1995
 HX1995                         *CURRENT SURVEY CONTROL
 HX1995  ___________________________________________________________________
 HX1995* NAD 83(1986)-  38 08 00.     (N)    081 05 35.     (W)     SCALED    
 HX1995* NAVD 88     -       400.237  (meters)    1313.11   (feet)  ADJUSTED  
 HX1995  ___________________________________________________________________
 HX1995  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 HX1995  DYNAMIC HT  -         399.940 (meters)    1312.14  (feet)  COMP
 HX1995  MODELED GRAV-     979,875.1   (mgal)                       NAVD 88
 HX1995
 HX1995  VERT ORDER  -  SECOND    CLASS 0
 HX1995
 HX1995.The horizontal coordinates were scaled from a topographic map and have
 HX1995.an estimated accuracy of +/- 6 seconds.
 HX1995
 HX1995.The orthometric height was determined by differential leveling
 HX1995.and adjusted by the National Geodetic Survey in June 1991..
 HX1995
 HX1995.The geoid height was determined by GEOID03.
 HX1995
 HX1995.The dynamic height is computed by dividing the NAVD 88
 HX1995.geopotential number by the normal gravity value computed on the
 HX1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1995.degrees latitude (g = 980.6199 gals.).
 HX1995
 HX1995.The modeled gravity was interpolated from observed gravity values.
 HX1995
 HX1995;                    North         East    Units  Estimated Accuracy
 HX1995;SPC WV S     -   125,790.      591,840.      MT  (+/- 180 meters Scaled)
 HX1995
 HX1995                          SUPERSEDED SURVEY CONTROL
 HX1995
 HX1995  NGVD 29 (??/??/92)  400.415  (m)         1313.69   (f) ADJ UNCH    2 0
 HX1995
 HX1995.Superseded values are not recommended for survey control.
 HX1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1995.See file dsdata.txt to determine how the superseded data were derived.
 HX1995
 HX1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC918206(NAD 83)
 HX1995_MARKER: DB = BENCH MARK DISK
 HX1995_SETTING: 66 = SET IN ROCK OUTCROP
 HX1995_SP_SET: ROCK OUTCROP
 HX1995_STAMPING: X 218 1961
 HX1995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1995+STABILITY: POSITION/ELEVATION WELL
 HX1995
 HX1995  HISTORY     - Date     Condition        Report By
 HX1995  HISTORY     - 1961     MONUMENTED       CGS
 HX1995
 HX1995                          STATION DESCRIPTION
 HX1995
 HX1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1995'AT ANSTED.
 HX1995'AT ANSTED, ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1995'HIGH SCHOOL, SET ON THE TOP OF A LARGE FLAT OUTCROP AT THE OUTSIDE
 HX1995'OF THE FIRST CURVE IN THE HIGHWAY EAST OF THE TOWN OF ANSTED,
 HX1995'32 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET
 HX1995'SOUTHEAST OF THE CENTER OF THE TOP STEP LEADING SOUTHWEST
 HX1995'DOWN-HILL TO A LARGE SKATING RINK, 33 FEET SOUTHEAST OF POWER
 HX1995'LINE POLE NO. 418D188, 3 FEET SOUTHWEST OF THE NORTHEAST END OF
 HX1995'THE OUTCROP AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1126 ***********************************************************************
 HX1126  DESIGNATION -  X 219
 HX1126  PID         -  HX1126
 HX1126  STATE/COUNTY-  WV/NICHOLAS
 HX1126  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1126
 HX1126                         *CURRENT SURVEY CONTROL
 HX1126  ___________________________________________________________________
 HX1126* NAD 83(1986)-  38 14 40.     (N)    080 59 19.     (W)     SCALED    
 HX1126* NAVD 88     -       441.411  (meters)    1448.20   (feet)  ADJUSTED  
 HX1126  ___________________________________________________________________
 HX1126  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HX1126  DYNAMIC HT  -         441.091 (meters)    1447.15  (feet)  COMP
 HX1126  MODELED GRAV-     979,890.8   (mgal)                       NAVD 88
 HX1126
 HX1126  VERT ORDER  -  SECOND    CLASS 0
 HX1126
 HX1126.The horizontal coordinates were scaled from a topographic map and have
 HX1126.an estimated accuracy of +/- 6 seconds.
 HX1126
 HX1126.The orthometric height was determined by differential leveling
 HX1126.and adjusted by the National Geodetic Survey in June 1991..
 HX1126
 HX1126.The geoid height was determined by GEOID03.
 HX1126
 HX1126.The dynamic height is computed by dividing the NAVD 88
 HX1126.geopotential number by the normal gravity value computed on the
 HX1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1126.degrees latitude (g = 980.6199 gals.).
 HX1126
 HX1126.The modeled gravity was interpolated from observed gravity values.
 HX1126
 HX1126;                    North         East    Units  Estimated Accuracy
 HX1126;SPC WV S     -   138,120.      601,000.      MT  (+/- 180 meters Scaled)
 HX1126
 HX1126                          SUPERSEDED SURVEY CONTROL
 HX1126
 HX1126  NGVD 29 (??/??/92)  441.595  (m)         1448.80   (f) ADJ UNCH    2 0
 HX1126
 HX1126.Superseded values are not recommended for survey control.
 HX1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1126.See file dsdata.txt to determine how the superseded data were derived.
 HX1126
 HX1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC009329(NAD 83)
 HX1126_MARKER: DB = BENCH MARK DISK
 HX1126_SETTING: 66 = SET IN ROCK OUTCROP
 HX1126_SP_SET: ROCK OAK TREE
 HX1126_STAMPING: X 219 1961
 HX1126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1126+STABILITY: POSITION/ELEVATION WELL
 HX1126
 HX1126  HISTORY     - Date     Condition        Report By
 HX1126  HISTORY     - 1961     MONUMENTED       CGS
 HX1126
 HX1126                          STATION DESCRIPTION
 HX1126
 HX1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1126'2.4 MI SE FROM DRENNEN.
 HX1126'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HX1126'OF STATE HIGHWAY 39 AT DRENNEN, THENCE 1.1 MILES SOUTH ALONG
 HX1126'A GRADED ROAD, ON THE NORTHEAST SLOPE OF A LONG HILL, SET
 HX1126'VERTICALLY IN THE NORTHWEST FACE OF A 15-BY-4-FOOT ROCK THAT
 HX1126'HAS A 30 INCH WHITE OAK TREE ON TOP OF THE ROCK, 17 FEET SOUTHEAST
 HX1126'OF THE CENTER LINE OF THE ROAD, 47 FEET NORTHEAST OF A POWER
 HX1126'LINE POLE, 8 FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK AND
 HX1126'2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0055 ***********************************************************************
 JX0055  DESIGNATION -  X 22
 JX0055  PID         -  JX0055
 JX0055  STATE/COUNTY-  WV/MARION
 JX0055  USGS QUAD   -  GLOVER GAP (1976)
 JX0055
 JX0055                         *CURRENT SURVEY CONTROL
 JX0055  ___________________________________________________________________
 JX0055* NAD 83(1986)-  39 35 51.     (N)    080 23 00.     (W)     SCALED    
 JX0055* NAVD 88     -       310.132  (meters)    1017.49   (feet)  ADJUSTED  
 JX0055  ___________________________________________________________________
 JX0055  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JX0055  DYNAMIC HT  -         309.950 (meters)    1016.89  (feet)  COMP
 JX0055  MODELED GRAV-     980,029.1   (mgal)                       NAVD 88
 JX0055
 JX0055  VERT ORDER  -  FIRST     CLASS II
 JX0055
 JX0055.The horizontal coordinates were scaled from a topographic map and have
 JX0055.an estimated accuracy of +/- 6 seconds.
 JX0055
 JX0055.The orthometric height was determined by differential leveling
 JX0055.and adjusted by the National Geodetic Survey in June 1991..
 JX0055
 JX0055.The geoid height was determined by GEOID03.
 JX0055
 JX0055.The dynamic height is computed by dividing the NAVD 88
 JX0055.geopotential number by the normal gravity value computed on the
 JX0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0055.degrees latitude (g = 980.6199 gals.).
 JX0055
 JX0055.The modeled gravity was interpolated from observed gravity values.
 JX0055
 JX0055;                    North         East    Units  Estimated Accuracy
 JX0055;SPC WV N     -   122,210.      524,130.      MT  (+/- 180 meters Scaled)
 JX0055
 JX0055                          SUPERSEDED SURVEY CONTROL
 JX0055
 JX0055  NGVD 29 (??/??/92)  310.286  (m)         1018.00   (f) ADJ UNCH    1 2
 JX0055
 JX0055.Superseded values are not recommended for survey control.
 JX0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0055.See file dsdata.txt to determine how the superseded data were derived.
 JX0055
 JX0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND529832(NAD 83)
 JX0055_MARKER: DB = BENCH MARK DISK
 JX0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0055_STAMPING: X 22 1935
 JX0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0055+STABILITY: SURFACE MOTION
 JX0055
 JX0055  HISTORY     - Date     Condition        Report By
 JX0055  HISTORY     - 1935     MONUMENTED       CGS
 JX0055
 JX0055                          STATION DESCRIPTION
 JX0055
 JX0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0055'1.7 MI NW FROM METZ.
 JX0055'1.7 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0055'THE STATION AT METZ, MARION COUNTY, 54 FEET EAST OF A BRIDGE
 JX0055'OVER A CREEK, 9 FEET SOUTHEAST OF POLE 325+28, AND 15 FEET
 JX0055'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK.  A STANDARD
 JX0055'DISK, STAMPED X 22 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1153 ***********************************************************************
 HX1153  DESIGNATION -  X 220
 HX1153  PID         -  HX1153
 HX1153  STATE/COUNTY-  WV/NICHOLAS
 HX1153  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1153
 HX1153                         *CURRENT SURVEY CONTROL
 HX1153  ___________________________________________________________________
 HX1153* NAD 83(1986)-  38 16 04.     (N)    080 50 50.     (W)     SCALED    
 HX1153* NAVD 88     -       595.614  (meters)    1954.11   (feet)  ADJUSTED  
 HX1153  ___________________________________________________________________
 HX1153  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 HX1153  DYNAMIC HT  -         595.159 (meters)    1952.62  (feet)  COMP
 HX1153  MODELED GRAV-     979,845.7   (mgal)                       NAVD 88
 HX1153
 HX1153  VERT ORDER  -  SECOND    CLASS 0
 HX1153
 HX1153.The horizontal coordinates were scaled from a topographic map and have
 HX1153.an estimated accuracy of +/- 6 seconds.
 HX1153
 HX1153.The orthometric height was determined by differential leveling
 HX1153.and adjusted by the National Geodetic Survey in June 1991..
 HX1153
 HX1153.The geoid height was determined by GEOID03.
 HX1153
 HX1153.The dynamic height is computed by dividing the NAVD 88
 HX1153.geopotential number by the normal gravity value computed on the
 HX1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1153.degrees latitude (g = 980.6199 gals.).
 HX1153
 HX1153.The modeled gravity was interpolated from observed gravity values.
 HX1153
 HX1153;                    North         East    Units  Estimated Accuracy
 HX1153;SPC WV S     -   140,720.      613,370.      MT  (+/- 180 meters Scaled)
 HX1153
 HX1153                          SUPERSEDED SURVEY CONTROL
 HX1153
 HX1153  NGVD 29 (??/??/92)  595.771  (m)         1954.63   (f) ADJ UNCH    2 0
 HX1153
 HX1153.Superseded values are not recommended for survey control.
 HX1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1153.See file dsdata.txt to determine how the superseded data were derived.
 HX1153
 HX1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC133355(NAD 83)
 HX1153_MARKER: DB = BENCH MARK DISK
 HX1153_SETTING: 66 = SET IN ROCK OUTCROP
 HX1153_SP_SET: ROCK CUT
 HX1153_STAMPING: X 220 1961
 HX1153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1153+STABILITY: POSITION/ELEVATION WELL
 HX1153
 HX1153  HISTORY     - Date     Condition        Report By
 HX1153  HISTORY     - 1961     MONUMENTED       CGS
 HX1153  HISTORY     - 1972     GOOD             WVHD
 HX1153
 HX1153                          STATION DESCRIPTION
 HX1153
 HX1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1153'1.5 MI S FROM SUMMERSVILLE.
 HX1153'ABOUT 1.5 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1153'AT SUMMERSVILLE, 0.1 MILE WEST OF THE CALVARY BAPTIST CHURCH,
 HX1153'NEAR THE JUNCTION OF A GRAVEL DRIVE LEADING TO A HOUSE IN A
 HX1153'SMALL VALLEY, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT THAT
 HX1153'IS 75 YARDS LONG AND 15 FEET HIGH, 25 FEET NORTH OF THE CENTER
 HX1153'LINE OF THE HIGHWAY, 33 FEET NORTHEAST OF THE CENTER OF THE
 HX1153'JUNCTION, 33 FEET EAST OF THE WEST END OF THE CUT AND 1 FOOT
 HX1153'ABOVE THE LEVEL OF THE HIGHWAY.
 HX1153
 HX1153                          STATION RECOVERY (1972)
 HX1153
 HX1153'RECOVERY NOTE BY WEST VIRGINIA HIGHWAY DEPARTMENT 1972
 HX1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1179 ***********************************************************************
 HX1179  DESIGNATION -  X 221
 HX1179  PID         -  HX1179
 HX1179  STATE/COUNTY-  WV/FAYETTE
 HX1179  USGS QUAD   -  WINONA (1976)
 HX1179
 HX1179                         *CURRENT SURVEY CONTROL
 HX1179  ___________________________________________________________________
 HX1179* NAD 83(1986)-  38 04 36.     (N)    080 53 31.     (W)     SCALED    
 HX1179* NAVD 88     -       581.316  (meters)    1907.20   (feet)  ADJUSTED  
 HX1179  ___________________________________________________________________
 HX1179  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HX1179  DYNAMIC HT  -         580.860 (meters)    1905.70  (feet)  COMP
 HX1179  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 HX1179
 HX1179  VERT ORDER  -  SECOND    CLASS 0
 HX1179
 HX1179.The horizontal coordinates were scaled from a topographic map and have
 HX1179.an estimated accuracy of +/- 6 seconds.
 HX1179
 HX1179.The orthometric height was determined by differential leveling
 HX1179.and adjusted by the National Geodetic Survey in June 1991..
 HX1179
 HX1179.The geoid height was determined by GEOID03.
 HX1179
 HX1179.The dynamic height is computed by dividing the NAVD 88
 HX1179.geopotential number by the normal gravity value computed on the
 HX1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1179.degrees latitude (g = 980.6199 gals.).
 HX1179
 HX1179.The modeled gravity was interpolated from observed gravity values.
 HX1179
 HX1179;                    North         East    Units  Estimated Accuracy
 HX1179;SPC WV S     -   119,500.      609,480.      MT  (+/- 180 meters Scaled)
 HX1179
 HX1179                          SUPERSEDED SURVEY CONTROL
 HX1179
 HX1179  NGVD 29 (??/??/92)  581.477  (m)         1907.73   (f) ADJ UNCH    2 0
 HX1179
 HX1179.Superseded values are not recommended for survey control.
 HX1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1179.See file dsdata.txt to determine how the superseded data were derived.
 HX1179
 HX1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC094143(NAD 83)
 HX1179_MARKER: DB = BENCH MARK DISK
 HX1179_SETTING: 66 = SET IN ROCK OUTCROP
 HX1179_SP_SET: ROCK CUT
 HX1179_STAMPING: X 221 1961
 HX1179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1179+STABILITY: POSITION/ELEVATION WELL
 HX1179
 HX1179  HISTORY     - Date     Condition        Report By
 HX1179  HISTORY     - 1961     MONUMENTED       CGS
 HX1179
 HX1179                          STATION DESCRIPTION
 HX1179
 HX1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1179'2.8 MI S FROM NALLEN.
 HX1179'ABOUT 2.85 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE CENTER OF
 HX1179'THE BRIDGE OVER THE MEADOW RIVER AT NALLEN, AT RUSSELLVILLE, SET
 HX1179'VERTICALLY IN THE WEST FACE OF A LARGE ROCK CUT WHICH IS ALONG
 HX1179'THE EAST SIDE OF THE CHESAPEAKE AND OHIO RAILWAY, AT THE CROSSING
 HX1179'OF A BLACK TOP ROAD LEADING EAST, 22 FEET EAST OF THE EAST RAIL,
 HX1179'129 FEET EAST AND ACROSS THE TRACK AND BRACKENS CREEK FROM THE
 HX1179'CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF THE CENTER LINE OF
 HX1179'THE BLACK TOP ROAD, 48 FEET SOUTHEAST OF AND ACROSS THE BLACK TOP
 HX1179'ROAD FROM THE SOUTHEAST CORNER OF THE C AND O RAILWAY BRIDGE
 HX1179'OVER BRACKENS CREEK, 2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2013 ***********************************************************************
 HX2013  DESIGNATION -  X 222
 HX2013  PID         -  HX2013
 HX2013  STATE/COUNTY-  WV/FAYETTE
 HX2013  USGS QUAD   -  FAYETTEVILLE (1976)
 HX2013
 HX2013                         *CURRENT SURVEY CONTROL
 HX2013  ___________________________________________________________________
 HX2013* NAD 83(1986)-  38 03 38.     (N)    081 02 37.     (W)     SCALED    
 HX2013* NAVD 88     -       576.023  (meters)    1889.84   (feet)  ADJUSTED  
 HX2013  ___________________________________________________________________
 HX2013  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 HX2013  DYNAMIC HT  -         575.572 (meters)    1888.36  (feet)  COMP
 HX2013  MODELED GRAV-     979,827.1   (mgal)                       NAVD 88
 HX2013
 HX2013  VERT ORDER  -  SECOND    CLASS 0
 HX2013
 HX2013.The horizontal coordinates were scaled from a topographic map and have
 HX2013.an estimated accuracy of +/- 6 seconds.
 HX2013
 HX2013.The orthometric height was determined by differential leveling
 HX2013.and adjusted by the National Geodetic Survey in June 1991..
 HX2013
 HX2013.The geoid height was determined by GEOID03.
 HX2013
 HX2013.The dynamic height is computed by dividing the NAVD 88
 HX2013.geopotential number by the normal gravity value computed on the
 HX2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2013.degrees latitude (g = 980.6199 gals.).
 HX2013
 HX2013.The modeled gravity was interpolated from observed gravity values.
 HX2013
 HX2013;                    North         East    Units  Estimated Accuracy
 HX2013;SPC WV S     -   117,710.      596,170.      MT  (+/- 180 meters Scaled)
 HX2013
 HX2013                          SUPERSEDED SURVEY CONTROL
 HX2013
 HX2013  NGVD 29 (??/??/92)  576.192  (m)         1890.39   (f) ADJ UNCH    2 0
 HX2013
 HX2013.Superseded values are not recommended for survey control.
 HX2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2013.See file dsdata.txt to determine how the superseded data were derived.
 HX2013
 HX2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC961125(NAD 83)
 HX2013_MARKER: DB = BENCH MARK DISK
 HX2013_SETTING: 66 = SET IN ROCK OUTCROP
 HX2013_SP_SET: ROCK OUTCROP
 HX2013_STAMPING: X 222 1961
 HX2013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2013+STABILITY: POSITION/ELEVATION WELL
 HX2013
 HX2013  HISTORY     - Date     Condition        Report By
 HX2013  HISTORY     - 1961     MONUMENTED       CGS
 HX2013  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 HX2013
 HX2013                          STATION DESCRIPTION
 HX2013
 HX2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2013'1 MI W FROM EDMOND.
 HX2013'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 82 FROM THE GRADE
 HX2013'SCHOOL AT EDMOND, SET ON THE TOP OF A ROCK OUTCROP THAT IS
 HX2013'20 FEET LONG AND 3 FEET WIDE, NEAR THE WEST END OF A LONG CURVE,
 HX2013'17 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 171 FEET
 HX2013'NORTHWEST OF THE CENTER LINE OF A DRIVE LEADING SOUTH ACROSS
 HX2013'A POLE BRIDGE OVER A SMALL STREAM TO THE RESIDENCE OF A.B.
 HX2013'ADKINS, 1 FOOT NORTH OF THE SOUTH EDGE OF THE ROCK AND 1 FOOT
 HX2013'ABOVE THE LEVEL OF THE HIGHWAY.
 HX2013
 HX2013                          STATION RECOVERY (1980)
 HX2013
 HX2013'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HX2013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1436 ***********************************************************************
 HX1436  DESIGNATION -  X 223
 HX1436  PID         -  HX1436
 HX1436  STATE/COUNTY-  WV/FAYETTE
 HX1436  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1436
 HX1436                         *CURRENT SURVEY CONTROL
 HX1436  ___________________________________________________________________
 HX1436* NAD 83(1986)-  38 11 54.     (N)    080 57 07.     (W)     SCALED    
 HX1436* NAVD 88     -       381.557  (meters)    1251.82   (feet)  ADJUSTED  
 HX1436  ___________________________________________________________________
 HX1436  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 HX1436  DYNAMIC HT  -         381.270 (meters)    1250.88  (feet)  COMP
 HX1436  MODELED GRAV-     979,863.9   (mgal)                       NAVD 88
 HX1436
 HX1436  VERT ORDER  -  SECOND    CLASS 0
 HX1436
 HX1436.The horizontal coordinates were scaled from a topographic map and have
 HX1436.an estimated accuracy of +/- 6 seconds.
 HX1436
 HX1436.The orthometric height was determined by differential leveling
 HX1436.and adjusted by the National Geodetic Survey in June 1991..
 HX1436
 HX1436.The geoid height was determined by GEOID03.
 HX1436
 HX1436.The dynamic height is computed by dividing the NAVD 88
 HX1436.geopotential number by the normal gravity value computed on the
 HX1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1436.degrees latitude (g = 980.6199 gals.).
 HX1436
 HX1436.The modeled gravity was interpolated from observed gravity values.
 HX1436
 HX1436;                    North         East    Units  Estimated Accuracy
 HX1436;SPC WV S     -   133,000.      604,210.      MT  (+/- 180 meters Scaled)
 HX1436
 HX1436                          SUPERSEDED SURVEY CONTROL
 HX1436
 HX1436  NGVD 29 (??/??/92)  381.731  (m)         1252.40   (f) ADJ UNCH    2 0
 HX1436
 HX1436.Superseded values are not recommended for survey control.
 HX1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1436.See file dsdata.txt to determine how the superseded data were derived.
 HX1436
 HX1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC042278(NAD 83)
 HX1436_MARKER: DB = BENCH MARK DISK
 HX1436_SETTING: 66 = SET IN ROCK OUTCROP
 HX1436_SP_SET: ROCK OUTCROP
 HX1436_STAMPING: X 223 1961
 HX1436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1436+STABILITY: POSITION/ELEVATION WELL
 HX1436
 HX1436  HISTORY     - Date     Condition        Report By
 HX1436  HISTORY     - 1961     MONUMENTED       CGS
 HX1436
 HX1436                          STATION DESCRIPTION
 HX1436
 HX1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1436'11.2 MI NW FROM NALLEN.
 HX1436'ABOUT 11.25 MILES NORTHWEST ALONG THE NICHOLAS, FAYETTE AND
 HX1436'GREENBRIER RAILROAD FROM THE STATION AT NALLEN, ABOUT 0.9 MILE
 HX1436'NORTHEAST OF BENCH MARK W 223 DESCRIBED, 0.45 MILE SOUTHEAST
 HX1436'OF MILEPOST NO. 51, 17 RAILS NORTHWEST OF AN 18 FOOT CONCRETE
 HX1436'ARCHED CULVERT UNDER THE TRACK FOR A SMALL STREAM, SET
 HX1436'VERTICALLY IN THE NORTHWEST FACE OF A 20-BY-3-FOOT ROCK OUTCROP,
 HX1436'9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 6
 HX1436'FEET NORTHWEST OF THE SOUTHEAST END OF THE ROCK AND ABOUT LEVEL
 HX1436'WITH THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1101 ***********************************************************************
 HX1101  DESIGNATION -  X 224
 HX1101  PID         -  HX1101
 HX1101  STATE/COUNTY-  WV/NICHOLAS
 HX1101  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1101
 HX1101                         *CURRENT SURVEY CONTROL
 HX1101  ___________________________________________________________________
 HX1101* NAD 83(1986)-  38 18 05.     (N)    080 46 04.     (W)     SCALED    
 HX1101* NAVD 88     -       523.384  (meters)    1717.14   (feet)  ADJUSTED  
 HX1101  ___________________________________________________________________
 HX1101  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HX1101  DYNAMIC HT  -         522.978 (meters)    1715.80  (feet)  COMP
 HX1101  MODELED GRAV-     979,836.6   (mgal)                       NAVD 88
 HX1101
 HX1101  VERT ORDER  -  SECOND    CLASS 0
 HX1101
 HX1101.The horizontal coordinates were scaled from a topographic map and have
 HX1101.an estimated accuracy of +/- 6 seconds.
 HX1101
 HX1101.The orthometric height was determined by differential leveling
 HX1101.and adjusted by the National Geodetic Survey in June 1991..
 HX1101
 HX1101.The geoid height was determined by GEOID03.
 HX1101
 HX1101.The dynamic height is computed by dividing the NAVD 88
 HX1101.geopotential number by the normal gravity value computed on the
 HX1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1101.degrees latitude (g = 980.6199 gals.).
 HX1101
 HX1101.The modeled gravity was interpolated from observed gravity values.
 HX1101
 HX1101;                    North         East    Units  Estimated Accuracy
 HX1101;SPC WV S     -   144,470.      620,310.      MT  (+/- 180 meters Scaled)
 HX1101
 HX1101                          SUPERSEDED SURVEY CONTROL
 HX1101
 HX1101  NGVD 29 (??/??/92)  523.528  (m)         1717.61   (f) ADJ UNCH    2 0
 HX1101
 HX1101.Superseded values are not recommended for survey control.
 HX1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1101.See file dsdata.txt to determine how the superseded data were derived.
 HX1101
 HX1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC203392(NAD 83)
 HX1101_MARKER: DB = BENCH MARK DISK
 HX1101_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1101_SP_SET: UNSPECIFIED ROCK
 HX1101_STAMPING: X 224 1961
 HX1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1101
 HX1101  HISTORY     - Date     Condition        Report By
 HX1101  HISTORY     - 1961     MONUMENTED       CGS
 HX1101
 HX1101                          STATION DESCRIPTION
 HX1101
 HX1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1101'10.2 MI SW FROM CRAIGSVILLE.
 HX1101'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 41 FROM ITS JUNCTION
 HX1101'WITH STATE HIGHWAY 20 AT CRAIGSVILLE, THENCE 7.25 MILES SOUTHWEST
 HX1101'ALONG A BLACK TOP ROAD, THENCE 1.0 MILE SOUTHWEST ALONG A
 HX1101'NARROW DRY WEATHER WOODS ROAD, NEAR THE EAST BANK OF PERSINGER
 HX1101'CREEK, SET ON THE TOP OF A 5-BY-6-FOOT ROCK THAT IS AT THE
 HX1101'OUTSIDE OF A CURVE, NEAR A POINT WHERE THE OLD WEBSTER ROAD
 HX1101'(ABANDONED) CROSSES THE PERSINGER CREEK, 16 FEET WEST OF THE
 HX1101'CENTER LINE OF THE ROAD, 112 YARDS SOUTH FROM THE JUNCTION OF THE
 HX1101'OLD ROAD, 4 FEET WEST OF THE EAST END OF THE ROCK, 3 FEET ABOVE
 HX1101'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1233 ***********************************************************************
 HX1233  DESIGNATION -  X 225
 HX1233  PID         -  HX1233
 HX1233  STATE/COUNTY-  WV/NICHOLAS
 HX1233  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1233
 HX1233                         *CURRENT SURVEY CONTROL
 HX1233  ___________________________________________________________________
 HX1233* NAD 83(1986)-  38 15 45.     (N)    080 45 06.     (W)     SCALED    
 HX1233* NAVD 88     -       614.376  (meters)    2015.67   (feet)  ADJUSTED  
 HX1233  ___________________________________________________________________
 HX1233  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HX1233  DYNAMIC HT  -         613.893 (meters)    2014.08  (feet)  COMP
 HX1233  MODELED GRAV-     979,823.1   (mgal)                       NAVD 88
 HX1233
 HX1233  VERT ORDER  -  SECOND    CLASS 0
 HX1233
 HX1233.The horizontal coordinates were scaled from a topographic map and have
 HX1233.an estimated accuracy of +/- 6 seconds.
 HX1233
 HX1233.The orthometric height was determined by differential leveling
 HX1233.and adjusted by the National Geodetic Survey in June 1991..
 HX1233
 HX1233.The geoid height was determined by GEOID03.
 HX1233
 HX1233.The dynamic height is computed by dividing the NAVD 88
 HX1233.geopotential number by the normal gravity value computed on the
 HX1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1233.degrees latitude (g = 980.6199 gals.).
 HX1233
 HX1233.The modeled gravity was interpolated from observed gravity values.
 HX1233
 HX1233;                    North         East    Units  Estimated Accuracy
 HX1233;SPC WV S     -   140,150.      621,730.      MT  (+/- 180 meters Scaled)
 HX1233
 HX1233                          SUPERSEDED SURVEY CONTROL
 HX1233
 HX1233  NGVD 29 (??/??/92)  614.526  (m)         2016.16   (f) ADJ UNCH    2 0
 HX1233
 HX1233.Superseded values are not recommended for survey control.
 HX1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1233.See file dsdata.txt to determine how the superseded data were derived.
 HX1233
 HX1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC217349(NAD 83)
 HX1233_MARKER: DB = BENCH MARK DISK
 HX1233_SETTING: 66 = SET IN ROCK OUTCROP
 HX1233_SP_SET: ROCK OUTCROP
 HX1233_STAMPING: X 225 1961
 HX1233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1233+STABILITY: POSITION/ELEVATION WELL
 HX1233
 HX1233  HISTORY     - Date     Condition        Report By
 HX1233  HISTORY     - 1961     MONUMENTED       CGS
 HX1233  HISTORY     - 1984     GOOD             LOCSUR
 HX1233
 HX1233                          STATION DESCRIPTION
 HX1233
 HX1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1233'5.6 MI NW FROM NETTIE.
 HX1233'ABOUT 5.55 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE
 HX1233'JUNCTION OF STATE HIGHWAY 20 AT NETTIE, ABOUT 0.25 MILE SOUTH ALONG
 HX1233'U.S. HIGHWAY 19 FROM THE COURTHOUSE AT SUMMERSVILLE, THENCE 7.2
 HX1233'MILES SOUTHEAST ALONG STATE HIGHWAY 39, 0.2 MILE SOUTHEAST OF THE
 HX1233'JUNCTION OF A NARROW ROAD LEADING NORTHEAST, SET VERTICALLY IN
 HX1233'THE SOUTHWEST FACE OF A 45-BY-3-FOOT OUTCROP, 22 FEET NORTHEAST
 HX1233'OF THE CENTER LINE OF THE HIGHWAY, 102 YARDS NORTHWEST OF THE
 HX1233'JUNCTION OF A DRIVE LEADING NORTHEAST TO A SMALL LOG HOUSE, 23
 HX1233'FEET SOUTHWEST OF A POWER LINE POLE THAT IS UPHILL FROM THE MARK,
 HX1233'11 FEET SOUTHEAST OF THE NORTHWEST END OF THE CUT AND 4 FEET ABOVE
 HX1233'THE LEVEL OF THE HIGHWAY.
 HX1233
 HX1233                          STATION RECOVERY (1984)
 HX1233
 HX1233'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 HX1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1114 ***********************************************************************
 HX1114  DESIGNATION -  X 226
 HX1114  PID         -  HX1114
 HX1114  STATE/COUNTY-  WV/NICHOLAS
 HX1114  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1114
 HX1114                         *CURRENT SURVEY CONTROL
 HX1114  ___________________________________________________________________
 HX1114* NAD 83(1986)-  38 18 15.     (N)    080 38 56.     (W)     SCALED    
 HX1114* NAVD 88     -       677.137  (meters)    2221.57   (feet)  ADJUSTED  
 HX1114  ___________________________________________________________________
 HX1114  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX1114  DYNAMIC HT  -         676.608 (meters)    2219.84  (feet)  COMP
 HX1114  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 HX1114
 HX1114  VERT ORDER  -  SECOND    CLASS 0
 HX1114
 HX1114.The horizontal coordinates were scaled from a topographic map and have
 HX1114.an estimated accuracy of +/- 6 seconds.
 HX1114
 HX1114.The orthometric height was determined by differential leveling
 HX1114.and adjusted by the National Geodetic Survey in June 1991..
 HX1114
 HX1114.The geoid height was determined by GEOID03.
 HX1114
 HX1114.The dynamic height is computed by dividing the NAVD 88
 HX1114.geopotential number by the normal gravity value computed on the
 HX1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1114.degrees latitude (g = 980.6199 gals.).
 HX1114
 HX1114.The modeled gravity was interpolated from observed gravity values.
 HX1114
 HX1114;                    North         East    Units  Estimated Accuracy
 HX1114;SPC WV S     -   144,810.      630,710.      MT  (+/- 180 meters Scaled)
 HX1114
 HX1114                          SUPERSEDED SURVEY CONTROL
 HX1114
 HX1114  NGVD 29 (??/??/92)  677.280  (m)         2222.04   (f) ADJ UNCH    2 0
 HX1114
 HX1114.Superseded values are not recommended for survey control.
 HX1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1114.See file dsdata.txt to determine how the superseded data were derived.
 HX1114
 HX1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC306396(NAD 83)
 HX1114_MARKER: DB = BENCH MARK DISK
 HX1114_SETTING: 66 = SET IN ROCK OUTCROP
 HX1114_SP_SET: ROCK CUT
 HX1114_STAMPING: X 226 1961
 HX1114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1114+STABILITY: POSITION/ELEVATION WELL
 HX1114
 HX1114  HISTORY     - Date     Condition        Report By
 HX1114  HISTORY     - 1961     MONUMENTED       CGS
 HX1114
 HX1114                          STATION DESCRIPTION
 HX1114
 HX1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1114'2.2 MI S FROM CRAIGSVILLE.
 HX1114'ABOUT 2.25 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE JUNCTION
 HX1114'OF STATE HIGHWAY 41 AT CRAIGSVILLE, ABOUT 1.2 MILES NORTHWEST
 HX1114'OF THE NORTHWEST END OF THE HIGHWAY BRIDGE OVER GAULEY RIVER,
 HX1114'0.2 MILE SOUTHEAST OF A BLACK TOP ROAD CROSSING, AT THE SUMMIT
 HX1114'OF A MOUNTAIN, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 HX1114'LARGE LONG ROCK CUT AT A POINT OVERLOOKING GAULEY CANYON,
 HX1114'26 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 63 YARDS
 HX1114'EAST OF THE SOUTHEAST END OF THE 4 FOOT HIGH STONE GUARD RAIL
 HX1114'AT THE SCENIC VIEW PARKING SPACE OVERLOOKING THE CANYON, AND
 HX1114'4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1346 ***********************************************************************
 HX1346  DESIGNATION -  X 227
 HX1346  PID         -  HX1346
 HX1346  STATE/COUNTY-  WV/NICHOLAS
 HX1346  USGS QUAD   -  NETTIE (1995)
 HX1346
 HX1346                         *CURRENT SURVEY CONTROL
 HX1346  ___________________________________________________________________
 HX1346* NAD 83(1986)-  38 08 09.     (N)    080 38 42.     (W)     SCALED    
 HX1346* NAVD 88     -       959.087  (meters)    3146.60   (feet)  ADJUSTED  
 HX1346  ___________________________________________________________________
 HX1346  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX1346  DYNAMIC HT  -         958.300 (meters)    3144.02  (feet)  COMP
 HX1346  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 HX1346
 HX1346  VERT ORDER  -  SECOND    CLASS 0
 HX1346
 HX1346.The horizontal coordinates were scaled from a topographic map and have
 HX1346.an estimated accuracy of +/- 6 seconds.
 HX1346
 HX1346.The orthometric height was determined by differential leveling
 HX1346.and adjusted by the National Geodetic Survey in June 1991..
 HX1346
 HX1346.The geoid height was determined by GEOID03.
 HX1346
 HX1346.The dynamic height is computed by dividing the NAVD 88
 HX1346.geopotential number by the normal gravity value computed on the
 HX1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1346.degrees latitude (g = 980.6199 gals.).
 HX1346
 HX1346.The modeled gravity was interpolated from observed gravity values.
 HX1346
 HX1346;                    North         East    Units  Estimated Accuracy
 HX1346;SPC WV S     -   126,120.      631,120.      MT  (+/- 180 meters Scaled)
 HX1346
 HX1346                          SUPERSEDED SURVEY CONTROL
 HX1346
 HX1346  NGVD 29 (??/??/92)  959.232  (m)         3147.08   (f) ADJ UNCH    2 0
 HX1346
 HX1346.Superseded values are not recommended for survey control.
 HX1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1346.See file dsdata.txt to determine how the superseded data were derived.
 HX1346
 HX1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC311209(NAD 83)
 HX1346_MARKER: DB = BENCH MARK DISK
 HX1346_SETTING: 66 = SET IN ROCK OUTCROP
 HX1346_SP_SET: ROCK CUT
 HX1346_STAMPING: X 227 1961
 HX1346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1346+STABILITY: POSITION/ELEVATION WELL
 HX1346
 HX1346  HISTORY     - Date     Condition        Report By
 HX1346  HISTORY     - 1961     MONUMENTED       CGS
 HX1346
 HX1346                          STATION DESCRIPTION
 HX1346
 HX1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1346'3.9 MI SE FROM LEIVASY.
 HX1346'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX1346'AT LEIVASY, THENCE 3.6 MILES SOUTHEAST ALONG A BLACK TOP AND
 HX1346'GRADED ROAD, ABOUT 0.85 MILE NORTHWEST OF THE GREENBRIER-NICHOLAS
 HX1346'COUNTY LINE, ABOUT 1.35 MILES NORTH ALONG A BLACK TOP ROAD FROM
 HX1346'A T ROAD JUNCTION AT DUO, THENCE 5.65 MILES NORTH ALONG A
 HX1346'GRADED ROAD, 0.3 MILE SOUTHEAST OF A Y JUNCTION, ON THE
 HX1346'NORTHWEST SLOPE OF A LONG CROOKED HILL, SET VERTICALLY IN THE
 HX1346'EAST FACE OF A LOW ROCK CUT, 14 FEET WEST OF THE CENTER LINE
 HX1346'OF THE ROAD, 18 FEET SOUTH OF THE NORTH END OF THE ROCK, AND
 HX1346'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1293 ***********************************************************************
 HX1293  DESIGNATION -  X 228
 HX1293  PID         -  HX1293
 HX1293  STATE/COUNTY-  WV/NICHOLAS
 HX1293  USGS QUAD   -  NETTIE (1995)
 HX1293
 HX1293                         *CURRENT SURVEY CONTROL
 HX1293  ___________________________________________________________________
 HX1293* NAD 83(1986)-  38 09 21.     (N)    080 41 26.     (W)     SCALED    
 HX1293* NAVD 88     -       715.600  (meters)    2347.76   (feet)  ADJUSTED  
 HX1293  ___________________________________________________________________
 HX1293  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HX1293  DYNAMIC HT  -         715.025 (meters)    2345.88  (feet)  COMP
 HX1293  MODELED GRAV-     979,801.8   (mgal)                       NAVD 88
 HX1293
 HX1293  VERT ORDER  -  SECOND    CLASS 0
 HX1293
 HX1293.The horizontal coordinates were scaled from a topographic map and have
 HX1293.an estimated accuracy of +/- 6 seconds.
 HX1293
 HX1293.The orthometric height was determined by differential leveling
 HX1293.and adjusted by the National Geodetic Survey in June 1991..
 HX1293
 HX1293.The geoid height was determined by GEOID03.
 HX1293
 HX1293.The dynamic height is computed by dividing the NAVD 88
 HX1293.geopotential number by the normal gravity value computed on the
 HX1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1293.degrees latitude (g = 980.6199 gals.).
 HX1293
 HX1293.The modeled gravity was interpolated from observed gravity values.
 HX1293
 HX1293;                    North         East    Units  Estimated Accuracy
 HX1293;SPC WV S     -   128,330.      627,120.      MT  (+/- 180 meters Scaled)
 HX1293
 HX1293                          SUPERSEDED SURVEY CONTROL
 HX1293
 HX1293  NGVD 29 (??/??/92)  715.743  (m)         2348.23   (f) ADJ UNCH    2 0
 HX1293
 HX1293.Superseded values are not recommended for survey control.
 HX1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1293.See file dsdata.txt to determine how the superseded data were derived.
 HX1293
 HX1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC271231(NAD 83)
 HX1293_MARKER: DB = BENCH MARK DISK
 HX1293_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1293_SP_SET: UNSPECIFIED ROCK
 HX1293_STAMPING: X 228 1961
 HX1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1293
 HX1293  HISTORY     - Date     Condition        Report By
 HX1293  HISTORY     - 1961     MONUMENTED       CGS
 HX1293
 HX1293                          STATION DESCRIPTION
 HX1293
 HX1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1293'0.3 MI S FROM LEIVASY.
 HX1293'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX1293'OFFICE AT LEIVASY, 57 YARDS NORTH OF THE JUNCTION OF A BLACK
 HX1293'TOP ROAD LEADING TO HOMINY FALLS, NEAR THE JUNCTION OF A BLACK TOP
 HX1293'ROAD LEADING EAST, SET ON THE TOP OF THE NORTHEAST CORNER OF A
 HX1293'ROCK THAT IS 12 FEET LONG AND 5 FEET WIDE, 57 FEET SOUTHWEST OF
 HX1293'THE CENTER OF THE JUNCTION OF THE BLACK TOP ROAD LEADING EAST,
 HX1293'31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET
 HX1293'SOUTHWEST OF THE NORTHEAST CORNER OF THE ROCK AND 2 FEET ABOVE
 HX1293'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1280 ***********************************************************************
 HX1280  DESIGNATION -  X 229
 HX1280  PID         -  HX1280
 HX1280  STATE/COUNTY-  WV/GREENBRIER
 HX1280  USGS QUAD   -  QUINWOOD (1995)
 HX1280
 HX1280                         *CURRENT SURVEY CONTROL
 HX1280  ___________________________________________________________________
 HX1280* NAD 83(1986)-  38 03 17.     (N)    080 42 39.     (W)     SCALED    
 HX1280* NAVD 88     -       893.854  (meters)    2932.59   (feet)  ADJUSTED  
 HX1280  ___________________________________________________________________
 HX1280  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX1280  DYNAMIC HT  -         893.098 (meters)    2930.11  (feet)  COMP
 HX1280  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 HX1280
 HX1280  VERT ORDER  -  SECOND    CLASS 0
 HX1280
 HX1280.The horizontal coordinates were scaled from a topographic map and have
 HX1280.an estimated accuracy of +/- 6 seconds.
 HX1280
 HX1280.The orthometric height was determined by differential leveling
 HX1280.and adjusted by the National Geodetic Survey in June 1991..
 HX1280
 HX1280.The geoid height was determined by GEOID03.
 HX1280
 HX1280.The dynamic height is computed by dividing the NAVD 88
 HX1280.geopotential number by the normal gravity value computed on the
 HX1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1280.degrees latitude (g = 980.6199 gals.).
 HX1280
 HX1280.The modeled gravity was interpolated from observed gravity values.
 HX1280
 HX1280;                    North         East    Units  Estimated Accuracy
 HX1280;SPC WV S     -   117,100.      625,380.      MT  (+/- 180 meters Scaled)
 HX1280
 HX1280                          SUPERSEDED SURVEY CONTROL
 HX1280
 HX1280  NGVD 29 (??/??/92)  893.977  (m)         2932.99   (f) ADJ UNCH    2 0
 HX1280
 HX1280.Superseded values are not recommended for survey control.
 HX1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1280.See file dsdata.txt to determine how the superseded data were derived.
 HX1280
 HX1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC253119(NAD 83)
 HX1280_MARKER: DB = BENCH MARK DISK
 HX1280_SETTING: 66 = SET IN ROCK OUTCROP
 HX1280_SP_SET: ROCK LEDGE
 HX1280_STAMPING: X 229 1961
 HX1280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1280+STABILITY: POSITION/ELEVATION WELL
 HX1280
 HX1280  HISTORY     - Date     Condition        Report By
 HX1280  HISTORY     - 1961     MONUMENTED       CGS
 HX1280
 HX1280                          STATION DESCRIPTION
 HX1280
 HX1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1280'0.3 MI SW FROM QUINWOOD.
 HX1280'ABOUT 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE MAIN
 HX1280'STREET INTERSECTION AT QUINWOOD, 0.2 MILE NORTHEAST OF THE
 HX1280'CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY AT HOMINY CREEK
 HX1280'JUNCTION, ABOUT 60 YARDS SOUTHWEST OF THE JUNCTION OF A BLACK TOP
 HX1280'ROAD LEADING NORTHWEST TO THE QUINWOOD SCHOOL, IN THE TOP OF A
 HX1280'ROCK LEDGE THAT IS 6 FEET LONG AND 1 FOOT WIDE, NEAR THE BASE OF
 HX1280'A ROCK CUT, 23 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HX1280'75 FEET SOUTHWEST OF THE NORTHEAST END OF THE CUT, 1/2 FOOT
 HX1280'SOUTHEAST OF THE SOUTHEAST FACE OF THE CUT, AND 1 FOOT BELOW
 HX1280'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0450 ***********************************************************************
 JX0450  DESIGNATION -  X 23
 JX0450  PID         -  JX0450
 JX0450  STATE/COUNTY-  WV/WETZEL
 JX0450  USGS QUAD   -  PORTERS FALLS (1976)
 JX0450
 JX0450                         *CURRENT SURVEY CONTROL
 JX0450  ___________________________________________________________________
 JX0450* NAD 83(1986)-  39 34 36.     (N)    080 45 26.     (W)     SCALED    
 JX0450* NAVD 88     -       208.905  (meters)     685.38   (feet)  ADJUSTED  
 JX0450  ___________________________________________________________________
 JX0450  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JX0450  DYNAMIC HT  -         208.783 (meters)     684.98  (feet)  COMP
 JX0450  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 JX0450
 JX0450  VERT ORDER  -  SECOND    CLASS 0
 JX0450
 JX0450.The horizontal coordinates were scaled from a topographic map and have
 JX0450.an estimated accuracy of +/- 6 seconds.
 JX0450
 JX0450.The orthometric height was determined by differential leveling
 JX0450.and adjusted by the National Geodetic Survey in June 1991..
 JX0450
 JX0450.The geoid height was determined by GEOID03.
 JX0450
 JX0450.The dynamic height is computed by dividing the NAVD 88
 JX0450.geopotential number by the normal gravity value computed on the
 JX0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0450.degrees latitude (g = 980.6199 gals.).
 JX0450
 JX0450.The modeled gravity was interpolated from observed gravity values.
 JX0450
 JX0450;                    North         East    Units  Estimated Accuracy
 JX0450;SPC WV N     -   120,280.      491,990.      MT  (+/- 180 meters Scaled)
 JX0450
 JX0450                          SUPERSEDED SURVEY CONTROL
 JX0450
 JX0450  NGVD 29 (??/??/92)  209.066  (m)          685.91   (f) ADJ UNCH    2 0
 JX0450
 JX0450.Superseded values are not recommended for survey control.
 JX0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0450.See file dsdata.txt to determine how the superseded data were derived.
 JX0450
 JX0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND208808(NAD 83)
 JX0450_MARKER: DB = BENCH MARK DISK
 JX0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0450_SP_SET: BRIDGE
 JX0450_STAMPING: X 23 1935
 JX0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0450
 JX0450  HISTORY     - Date     Condition        Report By
 JX0450  HISTORY     - 1935     MONUMENTED       CGS
 JX0450
 JX0450                          STATION DESCRIPTION
 JX0450
 JX0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0450'0.9 MI SE FROM PORTERS FALLS.
 JX0450'0.9 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0450'THE UNION GASOLINE AND OIL REFINERY CO. OFFICE AT PORTERS FALLS,
 JX0450'WETZEL COUNTY, AT BRIDGE 12.1, IN THE TOP OF THE SOUTHWEST SIDE
 JX0450'OF THE SOUTHWEST ABUTMENT, 45 FEET NORTHEAST OF SEMAPHORE E 11.50,
 JX0450'AND 6 FEET NORTHWEST OF THE NORTHWEST RAIL.  A STANDARD DISK,
 JX0450'STAMPED X 23 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0160 ***********************************************************************
 GX0160  DESIGNATION -  X 230
 GX0160  PID         -  GX0160
 GX0160  STATE/COUNTY-  WV/GREENBRIER
 GX0160  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0160
 GX0160                         *CURRENT SURVEY CONTROL
 GX0160  ___________________________________________________________________
 GX0160* NAD 83(1986)-  37 59 56.     (N)    080 28 13.     (W)     SCALED    
 GX0160* NAVD 88     -       690.911  (meters)    2266.76   (feet)  ADJUSTED  
 GX0160  ___________________________________________________________________
 GX0160  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX0160  DYNAMIC HT  -         690.344 (meters)    2264.90  (feet)  COMP
 GX0160  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 GX0160
 GX0160  VERT ORDER  -  SECOND    CLASS 0
 GX0160
 GX0160.The horizontal coordinates were scaled from a topographic map and have
 GX0160.an estimated accuracy of +/- 6 seconds.
 GX0160
 GX0160.The orthometric height was determined by differential leveling
 GX0160.and adjusted by the National Geodetic Survey in June 1991..
 GX0160
 GX0160.The geoid height was determined by GEOID03.
 GX0160
 GX0160.The dynamic height is computed by dividing the NAVD 88
 GX0160.geopotential number by the normal gravity value computed on the
 GX0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0160.degrees latitude (g = 980.6199 gals.).
 GX0160
 GX0160.The modeled gravity was interpolated from observed gravity values.
 GX0160
 GX0160;                    North         East    Units  Estimated Accuracy
 GX0160;SPC WV S     -   111,000.      646,520.      MT  (+/- 180 meters Scaled)
 GX0160
 GX0160                          SUPERSEDED SURVEY CONTROL
 GX0160
 GX0160  NGVD 29 (??/??/92)  691.055  (m)         2267.24   (f) ADJ UNCH    2 0
 GX0160
 GX0160.Superseded values are not recommended for survey control.
 GX0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0160.See file dsdata.txt to determine how the superseded data were derived.
 GX0160
 GX0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC465058(NAD 83)
 GX0160_MARKER: DB = BENCH MARK DISK
 GX0160_SETTING: 66 = SET IN ROCK OUTCROP
 GX0160_SP_SET: ROCK
 GX0160_STAMPING: X 230 1961
 GX0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0160+STABILITY: POSITION/ELEVATION WELL
 GX0160
 GX0160  HISTORY     - Date     Condition        Report By
 GX0160  HISTORY     - 1961     MONUMENTED       CGS
 GX0160  HISTORY     - 1983     GOOD             NGS
 GX0160  HISTORY     - 1983     GOOD             NGS
 GX0160
 GX0160                          STATION DESCRIPTION
 GX0160
 GX0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0160'2.5 MI N FROM WILLIAMSBURG.
 GX0160'ABOUT 2.5 MILES NORTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX0160'AT WILLIAMSBURG, 52 YARDS SOUTHWEST OF THE CENTER OF A CATTLE
 GX0160'GUARD OVER A DRIVE LEADING NORTHWEST TO A LARGE TWO-STORY WHITE
 GX0160'HOUSE OF THE WOODLAND STOCK FARM, SET VERTICALLY IN THE NORTHWEST
 GX0160'FACE OF A ROCK THAT IS 6 FEET LONG AND 3 FEET HIGH AND IS PART OF
 GX0160'A 5 FOOT HIGH CUT, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GX0160'ROAD AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 GX0160
 GX0160                          STATION RECOVERY (1983)
 GX0160
 GX0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0160'RECOVERED IN GOOD CONDITION.
 GX0160
 GX0160                          STATION RECOVERY (1983)
 GX0160
 GX0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0151 ***********************************************************************
 GX0151  DESIGNATION -  X 231
 GX0151  PID         -  GX0151
 GX0151  STATE/COUNTY-  WV/GREENBRIER
 GX0151  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0151
 GX0151                         *CURRENT SURVEY CONTROL
 GX0151  ___________________________________________________________________
 GX0151* NAD 83(1986)-  37 57 38.     (N)    080 27 21.     (W)     SCALED    
 GX0151* NAVD 88     -       697.636  (meters)    2288.83   (feet)  ADJUSTED  
 GX0151  ___________________________________________________________________
 GX0151  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX0151  DYNAMIC HT  -         697.065 (meters)    2286.95  (feet)  COMP
 GX0151  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 GX0151
 GX0151  VERT ORDER  -  SECOND    CLASS 0
 GX0151
 GX0151.The horizontal coordinates were scaled from a topographic map and have
 GX0151.an estimated accuracy of +/- 6 seconds.
 GX0151
 GX0151.The orthometric height was determined by differential leveling
 GX0151.and adjusted by the National Geodetic Survey in June 1991..
 GX0151
 GX0151.The geoid height was determined by GEOID03.
 GX0151
 GX0151.The dynamic height is computed by dividing the NAVD 88
 GX0151.geopotential number by the normal gravity value computed on the
 GX0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0151.degrees latitude (g = 980.6199 gals.).
 GX0151
 GX0151.The modeled gravity was interpolated from observed gravity values.
 GX0151
 GX0151;                    North         East    Units  Estimated Accuracy
 GX0151;SPC WV S     -   106,750.      647,820.      MT  (+/- 180 meters Scaled)
 GX0151
 GX0151                          SUPERSEDED SURVEY CONTROL
 GX0151
 GX0151  NGVD 29 (??/??/92)  697.792  (m)         2289.34   (f) ADJ UNCH    2 0
 GX0151
 GX0151.Superseded values are not recommended for survey control.
 GX0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0151.See file dsdata.txt to determine how the superseded data were derived.
 GX0151
 GX0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC478015(NAD 83)
 GX0151_MARKER: DB = BENCH MARK DISK
 GX0151_SETTING: 66 = SET IN ROCK OUTCROP
 GX0151_SP_SET: ROCK
 GX0151_STAMPING: X 231 1961
 GX0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0151+STABILITY: POSITION/ELEVATION WELL
 GX0151
 GX0151  HISTORY     - Date     Condition        Report By
 GX0151  HISTORY     - 1961     MONUMENTED       CGS
 GX0151
 GX0151                          STATION DESCRIPTION
 GX0151
 GX0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0151'3 MI SE FROM WILLIAMSBURG.
 GX0151'ABOUT 2.95 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM A T JUNCTION
 GX0151'AT WILLIAMSBURG, 0.7 MILE SOUTHEAST OF THE JUNCTION OF A SIDE
 GX0151'ROAD LEADING NORTHEAST, 0.35 MILE NORTHWEST OF THE JUNCTION OF
 GX0151'A SIDE ROAD LEADING NORTHEAST, ON THE NORTHWEST SLOPE OF A HILL,
 GX0151'AT THE OUTSIDE OF A LONG CURVE, SET VERTICALLY IN THE NORTH FACE
 GX0151'OF A ROCK THAT IS ABOUT 20 FEET LONG AND 4 FEET WIDE, 16 FEET
 GX0151'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET ABOVE THE LEVEL
 GX0151'OF THE GROUND AND 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0964 ***********************************************************************
 GX0964  DESIGNATION -  X 232
 GX0964  PID         -  GX0964
 GX0964  STATE/COUNTY-  WV/GREENBRIER
 GX0964  USGS QUAD   -  RUPERT (1981)
 GX0964
 GX0964                         *CURRENT SURVEY CONTROL
 GX0964  ___________________________________________________________________
 GX0964* NAD 83(1986)-  37 56 16.     (N)    080 38 12.     (W)     SCALED    
 GX0964* NAVD 88     -       770.091  (meters)    2526.54   (feet)  ADJUSTED  
 GX0964  ___________________________________________________________________
 GX0964  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX0964  DYNAMIC HT  -         769.448 (meters)    2524.43  (feet)  COMP
 GX0964  MODELED GRAV-     979,768.7   (mgal)                       NAVD 88
 GX0964
 GX0964  VERT ORDER  -  SECOND    CLASS 0
 GX0964
 GX0964.The horizontal coordinates were scaled from a topographic map and have
 GX0964.an estimated accuracy of +/- 6 seconds.
 GX0964
 GX0964.The orthometric height was determined by differential leveling
 GX0964.and adjusted by the National Geodetic Survey in June 1991..
 GX0964
 GX0964.The geoid height was determined by GEOID03.
 GX0964
 GX0964.The dynamic height is computed by dividing the NAVD 88
 GX0964.geopotential number by the normal gravity value computed on the
 GX0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0964.degrees latitude (g = 980.6199 gals.).
 GX0964
 GX0964.The modeled gravity was interpolated from observed gravity values.
 GX0964
 GX0964;                    North         East    Units  Estimated Accuracy
 GX0964;SPC WV S     -   104,150.      631,940.      MT  (+/- 180 meters Scaled)
 GX0964
 GX0964                          SUPERSEDED SURVEY CONTROL
 GX0964
 GX0964  NGVD 29 (??/??/92)  770.235  (m)         2527.01   (f) ADJ UNCH    2 0
 GX0964
 GX0964.Superseded values are not recommended for survey control.
 GX0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0964.See file dsdata.txt to determine how the superseded data were derived.
 GX0964
 GX0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB319989(NAD 83)
 GX0964_MARKER: DB = BENCH MARK DISK
 GX0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0964_STAMPING: X 232 1961
 GX0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0964+STABILITY: SURFACE MOTION
 GX0964
 GX0964  HISTORY     - Date     Condition        Report By
 GX0964  HISTORY     - 1961     MONUMENTED       CGS
 GX0964
 GX0964                          STATION DESCRIPTION
 GX0964
 GX0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0964'2 MI W FROM KIEFFER.
 GX0964'ABOUT 1.95 MILES WEST ALONG KIEFFER ROAD FROM THE BEAVER CREEK
 GX0964'BAPTIST CHURCH AT KIEFFER, ALSO 1.0 MILE NORTHEAST ALONG KIEFFER
 GX0964'ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY 60 AT THE SMALL VILLAGE
 GX0964'OF CRAWLEY, AT THE OUTSIDE OF A SHARP CURVE, NEAR THE JUNCTION
 GX0964'OF A DRIVE LEADING INTO AN OPEN FIELD, 21 FEET SOUTH OF THE CENTER
 GX0964'LINE OF THE ROAD, 19 FEET EAST OF THE CENTER LINE OF THE DRIVE,
 GX0964'1/2 FOOT WEST OF A STEEL AND METAL WITNESS POST, 1 1/2 FOOT ABOVE
 GX0964'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GX0964'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1087 ***********************************************************************
 HX1087  DESIGNATION -  X 233
 HX1087  PID         -  HX1087
 HX1087  STATE/COUNTY-  WV/NICHOLAS
 HX1087  USGS QUAD   -  GILBOA (1976)
 HX1087
 HX1087                         *CURRENT SURVEY CONTROL
 HX1087  ___________________________________________________________________
 HX1087* NAD 83(1986)-  38 18 00.     (N)    080 56 35.     (W)     SCALED    
 HX1087* NAVD 88     -       395.657  (meters)    1298.08   (feet)  ADJUSTED  
 HX1087  ___________________________________________________________________
 HX1087  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HX1087  DYNAMIC HT  -         395.369 (meters)    1297.14  (feet)  COMP
 HX1087  MODELED GRAV-     979,890.4   (mgal)                       NAVD 88
 HX1087
 HX1087  VERT ORDER  -  SECOND    CLASS 0
 HX1087
 HX1087.The horizontal coordinates were scaled from a topographic map and have
 HX1087.an estimated accuracy of +/- 6 seconds.
 HX1087
 HX1087.The orthometric height was determined by differential leveling
 HX1087.and adjusted by the National Geodetic Survey in June 1991..
 HX1087
 HX1087.The geoid height was determined by GEOID03.
 HX1087
 HX1087.The dynamic height is computed by dividing the NAVD 88
 HX1087.geopotential number by the normal gravity value computed on the
 HX1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1087.degrees latitude (g = 980.6199 gals.).
 HX1087
 HX1087.The modeled gravity was interpolated from observed gravity values.
 HX1087
 HX1087;                    North         East    Units  Estimated Accuracy
 HX1087;SPC WV S     -   144,290.      604,980.      MT  (+/- 180 meters Scaled)
 HX1087
 HX1087                          SUPERSEDED SURVEY CONTROL
 HX1087
 HX1087  NGVD 29 (??/??/92)  395.828  (m)         1298.65   (f) ADJ UNCH    2 0
 HX1087
 HX1087.Superseded values are not recommended for survey control.
 HX1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1087.See file dsdata.txt to determine how the superseded data were derived.
 HX1087
 HX1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC049391(NAD 83)
 HX1087_MARKER: DB = BENCH MARK DISK
 HX1087_SETTING: 66 = SET IN ROCK OUTCROP
 HX1087_SP_SET: ROCK CUT
 HX1087_STAMPING: X 233 1961
 HX1087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1087+STABILITY: POSITION/ELEVATION WELL
 HX1087
 HX1087  HISTORY     - Date     Condition        Report By
 HX1087  HISTORY     - 1961     MONUMENTED       CGS
 HX1087
 HX1087                          STATION DESCRIPTION
 HX1087
 HX1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1087'0.6 MI SW FROM GILBOA.
 HX1087'ABOUT 0.55 MILE SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE
 HX1087'POST OFFICE AT GILBOA, AT THE OUTSIDE OF A LONG CURVE, SET
 HX1087'VERTICALLY IN THE SOUTHEAST FACE OF A LONG ROCK CUT, 19 FEET
 HX1087'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 80 YARDS SOUTHWEST
 HX1087'OF A 12-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, AND 2 FEET
 HX1087'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1823 ***********************************************************************
 HX1823  DESIGNATION -  X 234
 HX1823  PID         -  HX1823
 HX1823  STATE/COUNTY-  WV/NICHOLAS
 HX1823  USGS QUAD   -  LOCKWOOD (1976)
 HX1823
 HX1823                         *CURRENT SURVEY CONTROL
 HX1823  ___________________________________________________________________
 HX1823* NAD 83(1986)-  38 15 41.     (N)    081 04 02.     (W)     SCALED    
 HX1823* NAVD 88     -       360.345  (meters)    1182.23   (feet)  ADJUSTED  
 HX1823  ___________________________________________________________________
 HX1823  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HX1823  DYNAMIC HT  -         360.082 (meters)    1181.37  (feet)  COMP
 HX1823  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 HX1823
 HX1823  VERT ORDER  -  SECOND    CLASS 0
 HX1823
 HX1823.The horizontal coordinates were scaled from a topographic map and have
 HX1823.an estimated accuracy of +/- 6 seconds.
 HX1823
 HX1823.The orthometric height was determined by differential leveling
 HX1823.and adjusted by the National Geodetic Survey in June 1991..
 HX1823
 HX1823.The geoid height was determined by GEOID03.
 HX1823
 HX1823.The dynamic height is computed by dividing the NAVD 88
 HX1823.geopotential number by the normal gravity value computed on the
 HX1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1823.degrees latitude (g = 980.6199 gals.).
 HX1823
 HX1823.The modeled gravity was interpolated from observed gravity values.
 HX1823
 HX1823;                    North         East    Units  Estimated Accuracy
 HX1823;SPC WV S     -   140,000.      594,120.      MT  (+/- 180 meters Scaled)
 HX1823
 HX1823                          SUPERSEDED SURVEY CONTROL
 HX1823
 HX1823  NGVD 29 (??/??/92)  360.527  (m)         1182.83   (f) ADJ UNCH    2 0
 HX1823
 HX1823.Superseded values are not recommended for survey control.
 HX1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1823.See file dsdata.txt to determine how the superseded data were derived.
 HX1823
 HX1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC941348(NAD 83)
 HX1823_MARKER: DB = BENCH MARK DISK
 HX1823_SETTING: 66 = SET IN ROCK OUTCROP
 HX1823_SP_SET: ROCK LEDGE
 HX1823_STAMPING: X 234 1961
 HX1823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1823+STABILITY: POSITION/ELEVATION WELL
 HX1823
 HX1823  HISTORY     - Date     Condition        Report By
 HX1823  HISTORY     - 1961     MONUMENTED       CGS
 HX1823
 HX1823                          STATION DESCRIPTION
 HX1823
 HX1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1823'2.4 MI W FROM LOCKWOOD.
 HX1823'ABOUT 2.35 MILES WEST ALONG STATE HIGHWAY 39 FROM THE FAIRVIEW
 HX1823'BAPTIST CHURCH AT LOCKWOOD, 0.65 MILE WEST OF THE WEST ONE OF TWO
 HX1823'CONCRETE BRIDGES OVER OTTER CREEK, 34 YARDS SOUTHEAST OF THE NORTH
 HX1823'END OF A 4 FOOT PIPE CULVERT UNDER THE HIGHWAY, AT THE BASE OF
 HX1823'A 25-FOOT HIGH CLIFF, ON THE TOP OF A TRIANGULAR SHAPED ROCK
 HX1823'LEDGE, 19 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 HX1823'WEST AND 2 FEET BELOW A ROCK IN THE CUT THAT IS ABOUT 10 FEET
 HX1823'LONG AND THE SOUTH EDGE IS ROUNDED OFF, AND ABOUT LEVEL WITH THE
 HX1823'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1355 ***********************************************************************
 HX1355  DESIGNATION -  X 235
 HX1355  PID         -  HX1355
 HX1355  STATE/COUNTY-  WV/NICHOLAS
 HX1355  USGS QUAD   -  NETTIE (1995)
 HX1355
 HX1355                         *CURRENT SURVEY CONTROL
 HX1355  ___________________________________________________________________
 HX1355* NAD 83(1986)-  38 08 46.     (N)    080 44 08.     (W)     SCALED    
 HX1355* NAVD 88     -       804.275  (meters)    2638.69   (feet)  ADJUSTED  
 HX1355  ___________________________________________________________________
 HX1355  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX1355  DYNAMIC HT  -         803.629 (meters)    2636.57  (feet)  COMP
 HX1355  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 HX1355
 HX1355  VERT ORDER  -  SECOND    CLASS 0
 HX1355
 HX1355.The horizontal coordinates were scaled from a topographic map and have
 HX1355.an estimated accuracy of +/- 6 seconds.
 HX1355
 HX1355.The orthometric height was determined by differential leveling
 HX1355.and adjusted by the National Geodetic Survey in June 1991..
 HX1355
 HX1355.The geoid height was determined by GEOID03.
 HX1355
 HX1355.The dynamic height is computed by dividing the NAVD 88
 HX1355.geopotential number by the normal gravity value computed on the
 HX1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1355.degrees latitude (g = 980.6199 gals.).
 HX1355
 HX1355.The modeled gravity was interpolated from observed gravity values.
 HX1355
 HX1355;                    North         East    Units  Estimated Accuracy
 HX1355;SPC WV S     -   127,240.      623,180.      MT  (+/- 180 meters Scaled)
 HX1355
 HX1355                          SUPERSEDED SURVEY CONTROL
 HX1355
 HX1355  NGVD 29 (??/??/92)  804.422  (m)         2639.17   (f) ADJ UNCH    2 0
 HX1355
 HX1355.Superseded values are not recommended for survey control.
 HX1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1355.See file dsdata.txt to determine how the superseded data were derived.
 HX1355
 HX1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC231220(NAD 83)
 HX1355_MARKER: DB = BENCH MARK DISK
 HX1355_SETTING: 66 = SET IN ROCK OUTCROP
 HX1355_SP_SET: ROCK CUT
 HX1355_STAMPING: X 235 1962
 HX1355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1355+STABILITY: POSITION/ELEVATION WELL
 HX1355
 HX1355  HISTORY     - Date     Condition        Report By
 HX1355  HISTORY     - 1962     MONUMENTED       CGS
 HX1355
 HX1355                          STATION DESCRIPTION
 HX1355
 HX1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1355'3.6 MI W FROM LEIVASY.
 HX1355'ABOUT 0.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX1355'AT LEIVASY, THENCE ABOUT 3.3 MILES WEST ALONG A BLACK TOP ROAD,
 HX1355'ON THE EAST SLOPE OF A MOUNTAIN ON THE OUTSIDE OF THE SOUTHWEST
 HX1355'END OF A CURVE WITH TANGENTS EXTENDING EAST AND SOUTHWEST, SET
 HX1355'VERTICALLY ON THE SOUTHEAST FACE OF A ROCK ABOUT 15 FEET LONG
 HX1355'PROJECTING 2 FEET WHICH IS PART OF A LONG CUT ABOUT 12 FEET
 HX1355'HIGH, 14.5 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 7
 HX1355'FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK, AND ABOUT 2
 HX1355'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1501 ***********************************************************************
 GX1501  DESIGNATION -  X 235 RESET 1972
 GX1501  PID         -  GX1501
 GX1501  STATE/COUNTY-  WV/MERCER
 GX1501  USGS QUAD   -  BLUEFIELD (1979)
 GX1501
 GX1501                         *CURRENT SURVEY CONTROL
 GX1501  ___________________________________________________________________
 GX1501* NAD 83(1986)-  37 16 28.     (N)    081 09 22.     (W)     SCALED    
 GX1501* NAVD 88     -       800.59   (+/-2cm)    2626.6    (feet)  VERTCON   
 GX1501  ___________________________________________________________________
 GX1501  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GX1501
 GX1501  VERT ORDER  -  THIRD (See Below)
 GX1501
 GX1501.The horizontal coordinates were scaled from a topographic map and have
 GX1501.an estimated accuracy of +/- 6 seconds.
 GX1501
 GX1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX1501.The vertical order pertains to the NGVD 29 superseded value.
 GX1501
 GX1501.The geoid height was determined by GEOID03.
 GX1501
 GX1501;                    North         East    Units  Estimated Accuracy
 GX1501;SPC WV S     -    30,470.      586,150.      MT  (+/- 180 meters Scaled)
 GX1501
 GX1501                          SUPERSEDED SURVEY CONTROL
 GX1501
 GX1501  NGVD 29 (09/25/03)  800.69   (m)         2626.9    (f) RESET       3  
 GX1501
 GX1501.Superseded values are not recommended for survey control.
 GX1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1501.See file dsdata.txt to determine how the superseded data were derived.
 GX1501
 GX1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB861253(NAD 83)
 GX1501_MARKER: DD = SURVEY DISK
 GX1501_SETTING: 80 = SET IN A BOULDER
 GX1501_SP_SET: BOULDER
 GX1501_STAMPING: X 235 RESET 1972
 GX1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1501+STABILITY: SURFACE MOTION
 GX1501
 GX1501  HISTORY     - Date     Condition        Report By
 GX1501  HISTORY     - 1972     MONUMENTED       WVHD
 GX1501
 GX1501                          STATION DESCRIPTION
 GX1501
 GX1501'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1972
 GX1501'4.8 MI SE FROM BLUEFIELD.
 GX1501'ABOUT 1.45 MILES SOUTH ALONG U.S. HIGHWAY 21 AND 52 FROM THE
 GX1501'POST OFFICE AT BLUEFIELD, THENCE 1 MILE EAST ALONG U.S. HIGHWAY
 GX1501'21 BY-PASS, THENCE 2.3 MILES EAST ALONG BLACK TOP ROAD, ABOUT
 GX1501'108 FEET SOUTHEAST OF A RED BRICK HOUSE, SET IN THE TOP OF A
 GX1501'6 FT X 3 FT BOULDER PROJECTING 1 FOOT ABOVE THE GROUND AND 255
 GX1501'FEET RIGHT OF HIGHWAY CENTER LINE STATION 173 + 50 OF RELOCATED
 GX1501'CUMBERLAND ROAD STATE ROUTE 29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1393 ***********************************************************************
 HX1393  DESIGNATION -  X 236
 HX1393  PID         -  HX1393
 HX1393  STATE/COUNTY-  WV/GREENBRIER
 HX1393  USGS QUAD   -  WINONA (1976)
 HX1393
 HX1393                         *CURRENT SURVEY CONTROL
 HX1393  ___________________________________________________________________
 HX1393* NAD 83(1986)-  38 04 31.     (N)    080 53 01.     (W)     SCALED    
 HX1393* NAVD 88     -       614.142  (meters)    2014.90   (feet)  ADJUSTED  
 HX1393  ___________________________________________________________________
 HX1393  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HX1393  DYNAMIC HT  -         613.659 (meters)    2013.31  (feet)  COMP
 HX1393  MODELED GRAV-     979,822.0   (mgal)                       NAVD 88
 HX1393
 HX1393  VERT ORDER  -  SECOND    CLASS 0
 HX1393
 HX1393.The horizontal coordinates were scaled from a topographic map and have
 HX1393.an estimated accuracy of +/- 6 seconds.
 HX1393
 HX1393.The orthometric height was determined by differential leveling
 HX1393.and adjusted by the National Geodetic Survey in June 1991..
 HX1393
 HX1393.The geoid height was determined by GEOID03.
 HX1393
 HX1393.The dynamic height is computed by dividing the NAVD 88
 HX1393.geopotential number by the normal gravity value computed on the
 HX1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1393.degrees latitude (g = 980.6199 gals.).
 HX1393
 HX1393.The modeled gravity was interpolated from observed gravity values.
 HX1393
 HX1393;                    North         East    Units  Estimated Accuracy
 HX1393;SPC WV S     -   119,350.      610,210.      MT  (+/- 180 meters Scaled)
 HX1393
 HX1393                          SUPERSEDED SURVEY CONTROL
 HX1393
 HX1393  NGVD 29 (??/??/92)  614.302  (m)         2015.42   (f) ADJ UNCH    2 0
 HX1393
 HX1393.Superseded values are not recommended for survey control.
 HX1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1393.See file dsdata.txt to determine how the superseded data were derived.
 HX1393
 HX1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC102141(NAD 83)
 HX1393_MARKER: DB = BENCH MARK DISK
 HX1393_SETTING: 66 = SET IN ROCK OUTCROP
 HX1393_SP_SET: ROCK CUT
 HX1393_STAMPING: X 236 1962
 HX1393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1393+STABILITY: POSITION/ELEVATION WELL
 HX1393
 HX1393  HISTORY     - Date     Condition        Report By
 HX1393  HISTORY     - 1962     MONUMENTED       CGS
 HX1393
 HX1393                          STATION DESCRIPTION
 HX1393
 HX1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1393'0.5 MI NE FROM RUSSELLVILLE.
 HX1393'ABOUT 0.5 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX1393'OFFICE AT RUSSELLVILLE, ABOUT 0.5 MILES NORTHEAST OF CROSSING
 HX1393'OF THE CHESAPEAKE AND OHIO RAILWAY MAINLINE, ON WEST SLOPE OF A
 HX1393'MOUNTAIN, ON INSIDE OF SHORT CURVE WITH TANGENTS EXTENDING EAST
 HX1393'AND NORTHWEST, SET VERTICALLY IN SOUTH FACE NEAR CENTER OF A
 HX1393'ROCK CUT ABOUT 80 YARDS LONG, BY 6 FEET HIGH, 14 FEET NORTH OF THE
 HX1393'CENTER LINE OF ROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1271 ***********************************************************************
 HX1271  DESIGNATION -  X 237
 HX1271  PID         -  HX1271
 HX1271  STATE/COUNTY-  WV/NICHOLAS
 HX1271  USGS QUAD   -  RICHWOOD (1995)
 HX1271
 HX1271                         *CURRENT SURVEY CONTROL
 HX1271  ___________________________________________________________________
 HX1271* NAD 83(1986)-  38 13 15.     (N)    080 33 09.     (W)     SCALED    
 HX1271* NAVD 88     -       661.418  (meters)    2170.00   (feet)  ADJUSTED  
 HX1271  ___________________________________________________________________
 HX1271  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HX1271  DYNAMIC HT  -         660.891 (meters)    2168.27  (feet)  COMP
 HX1271  MODELED GRAV-     979,811.4   (mgal)                       NAVD 88
 HX1271
 HX1271  VERT ORDER  -  SECOND    CLASS 0
 HX1271
 HX1271.The horizontal coordinates were scaled from a topographic map and have
 HX1271.an estimated accuracy of +/- 6 seconds.
 HX1271
 HX1271.The orthometric height was determined by differential leveling
 HX1271.and adjusted by the National Geodetic Survey in June 1991..
 HX1271
 HX1271.The geoid height was determined by GEOID03.
 HX1271
 HX1271.The dynamic height is computed by dividing the NAVD 88
 HX1271.geopotential number by the normal gravity value computed on the
 HX1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1271.degrees latitude (g = 980.6199 gals.).
 HX1271
 HX1271.The modeled gravity was interpolated from observed gravity values.
 HX1271
 HX1271;                    North         East    Units  Estimated Accuracy
 HX1271;SPC WV S     -   135,590.      639,180.      MT  (+/- 180 meters Scaled)
 HX1271
 HX1271                          SUPERSEDED SURVEY CONTROL
 HX1271
 HX1271  NGVD 29 (??/??/92)  661.555  (m)         2170.45   (f) ADJ UNCH    2 0
 HX1271
 HX1271.Superseded values are not recommended for survey control.
 HX1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1271.See file dsdata.txt to determine how the superseded data were derived.
 HX1271
 HX1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC391304(NAD 83)
 HX1271_MARKER: DB = BENCH MARK DISK
 HX1271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1271_SP_SET: ABUTMENT
 HX1271_STAMPING: X 237 1962
 HX1271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1271
 HX1271  HISTORY     - Date     Condition        Report By
 HX1271  HISTORY     - 1962     MONUMENTED       CGS
 HX1271
 HX1271                          STATION DESCRIPTION
 HX1271
 HX1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1271'AT RICHWOOD.
 HX1271'AT RICHWOOD, ABOUT 1.1 MILES WEST ALONG BALTIMORE AND OHIO
 HX1271'RAILWAY FROM THE STATION RICHWOOD, ALSO 2.2 MILES EAST OF STATE
 HX1271'HIGHWAY BRIDGE OVER CHERRY RIVER AT FENWICK, AT MILEPOLE 143-18,
 HX1271'SET ON TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF
 HX1271'BRIDGE SEAT TO THE COUNTY ROAD 13 BRIDGE OVER THE CHERRY RIVER,
 HX1271'45 FEET SOUTHEAST RAIL, 12 1/2 FEET NORTHEAST OF THE CENTER
 HX1271'LINE OF THE ROAD, 1 1/2 FEET SOUTHWEST OF THE NORTHEAST END OF
 HX1271'THE ABUTMENT, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1306 ***********************************************************************
 HX1306  DESIGNATION -  X 238
 HX1306  PID         -  HX1306
 HX1306  STATE/COUNTY-  WV/GREENBRIER
 HX1306  USGS QUAD   -  RICHWOOD (1995)
 HX1306
 HX1306                         *CURRENT SURVEY CONTROL
 HX1306  ___________________________________________________________________
 HX1306* NAD 83(1986)-  38 10 00.     (N)    080 30 28.     (W)     SCALED    
 HX1306* NAVD 88     -      1058.100  (meters)    3471.45   (feet)  ADJUSTED  
 HX1306  ___________________________________________________________________
 HX1306  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HX1306  DYNAMIC HT  -        1057.225 (meters)    3468.58  (feet)  COMP
 HX1306  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 HX1306
 HX1306  VERT ORDER  -  SECOND    CLASS 0
 HX1306
 HX1306.The horizontal coordinates were scaled from a topographic map and have
 HX1306.an estimated accuracy of +/- 6 seconds.
 HX1306
 HX1306.The orthometric height was determined by differential leveling
 HX1306.and adjusted by the National Geodetic Survey in June 1991..
 HX1306
 HX1306.The geoid height was determined by GEOID03.
 HX1306
 HX1306.The dynamic height is computed by dividing the NAVD 88
 HX1306.geopotential number by the normal gravity value computed on the
 HX1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1306.degrees latitude (g = 980.6199 gals.).
 HX1306
 HX1306.The modeled gravity was interpolated from observed gravity values.
 HX1306
 HX1306;                    North         East    Units  Estimated Accuracy
 HX1306;SPC WV S     -   129,600.      643,130.      MT  (+/- 180 meters Scaled)
 HX1306
 HX1306                          SUPERSEDED SURVEY CONTROL
 HX1306
 HX1306  NGVD 29 (??/??/92) 1058.235  (m)         3471.89   (f) ADJ UNCH    2 0
 HX1306
 HX1306.Superseded values are not recommended for survey control.
 HX1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1306.See file dsdata.txt to determine how the superseded data were derived.
 HX1306
 HX1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC431244(NAD 83)
 HX1306_MARKER: DB = BENCH MARK DISK
 HX1306_SETTING: 66 = SET IN ROCK OUTCROP
 HX1306_SP_SET: ROCK CLIFF
 HX1306_STAMPING: X 238 1962
 HX1306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1306+STABILITY: POSITION/ELEVATION WELL
 HX1306
 HX1306  HISTORY     - Date     Condition        Report By
 HX1306  HISTORY     - 1962     MONUMENTED       CGS
 HX1306
 HX1306                          STATION DESCRIPTION
 HX1306
 HX1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1306'4.9 MI S FROM RICHWOOD.
 HX1306'ABOUT 4.9 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION
 HX1306'OF RIVERSIDE DRIVE AT RICHWOOD, ABOUT 0.35 MILE SOUTHEAST OF
 HX1306'A SMALL CEMETERY ON THE HILLSIDE SOUTHWEST OF ROAD, ON THE
 HX1306'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST,
 HX1306'SET VERTICALLY IN THE EAST FACE AND APPROXIMATE CENTER OF A ROCK
 HX1306'CLIFF THAT IS ABOUT 45 YARDS LONG-BY 6 FEET HIGH AT THE HIGHEST
 HX1306'POINT, 19 FEET WEST OF CENTER LINE OF ROAD, 1.5 FEET ABOVE
 HX1306'GROUND LEVEL, AND IS ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1218 ***********************************************************************
 HX1218  DESIGNATION -  X 239
 HX1218  PID         -  HX1218
 HX1218  STATE/COUNTY-  WV/WEBSTER
 HX1218  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1218
 HX1218                         *CURRENT SURVEY CONTROL
 HX1218  ___________________________________________________________________
 HX1218* NAD 83(1986)-  38 21 08.     (N)    080 34 21.     (W)     SCALED    
 HX1218* NAVD 88     -       763.620  (meters)    2505.31   (feet)  ADJUSTED  
 HX1218  ___________________________________________________________________
 HX1218  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX1218  DYNAMIC HT  -         763.036 (meters)    2503.39  (feet)  COMP
 HX1218  MODELED GRAV-     979,837.8   (mgal)                       NAVD 88
 HX1218
 HX1218  VERT ORDER  -  SECOND    CLASS 0
 HX1218
 HX1218.The horizontal coordinates were scaled from a topographic map and have
 HX1218.an estimated accuracy of +/- 6 seconds.
 HX1218
 HX1218.The orthometric height was determined by differential leveling
 HX1218.and adjusted by the National Geodetic Survey in June 1991..
 HX1218
 HX1218.The geoid height was determined by GEOID03.
 HX1218
 HX1218.The dynamic height is computed by dividing the NAVD 88
 HX1218.geopotential number by the normal gravity value computed on the
 HX1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1218.degrees latitude (g = 980.6199 gals.).
 HX1218
 HX1218.The modeled gravity was interpolated from observed gravity values.
 HX1218
 HX1218;                    North         East    Units  Estimated Accuracy
 HX1218;SPC WV S     -   150,170.      637,370.      MT  (+/- 180 meters Scaled)
 HX1218
 HX1218                          SUPERSEDED SURVEY CONTROL
 HX1218
 HX1218  NGVD 29 (??/??/92)  763.777  (m)         2505.82   (f) ADJ UNCH    2 0
 HX1218
 HX1218.Superseded values are not recommended for survey control.
 HX1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1218.See file dsdata.txt to determine how the superseded data were derived.
 HX1218
 HX1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC373449(NAD 83)
 HX1218_MARKER: DB = BENCH MARK DISK
 HX1218_SETTING: 66 = SET IN ROCK OUTCROP
 HX1218_SP_SET: ROCK CLIFF
 HX1218_STAMPING: X 239 1962
 HX1218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1218+STABILITY: POSITION/ELEVATION WELL
 HX1218
 HX1218  HISTORY     - Date     Condition        Report By
 HX1218  HISTORY     - 1962     MONUMENTED       CGS
 HX1218
 HX1218                          STATION DESCRIPTION
 HX1218
 HX1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1218'1.5 MI SE FROM CAMDEN ON GAULEY.
 HX1218'ABOUT 1.5 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 HX1218'OVER THE GAULEY RIVER AT CAMDEN ON GAULEY, ABOUT 0.1 MILES
 HX1218'NORTHWEST OF THE JUNCTION OF A GRADED ROAD LEADING SOUTH, ON THE
 HX1218'INSIDE OF A CURVE (AT THE SOUTHEAST END) WITH TANGENTS EXTENDING
 HX1218'WEST AND SOUTHEAST, SET ON TOP OF THE EAST CORNER NEAR THE POINT
 HX1218'OF A SLIGHTLY OVERHANGING ROCK CLIFF ON THE MOUNTAIN SIDE ABOVE
 HX1218'THE ROAD (THE NORTH ONE OF TWO LARGE BOULDERS), 47 FEET SOUTHWEST
 HX1218'OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF THE EAST CORNER OF
 HX1218'THE BOULDER, AND ABOUT 25 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0964 ***********************************************************************
 JW0964  DESIGNATION -  X 24
 JW0964  PID         -  JW0964
 JW0964  STATE/COUNTY-  WV/PRESTON
 JW0964  USGS QUAD   -  MASONTOWN (1976)
 JW0964
 JW0964                         *CURRENT SURVEY CONTROL
 JW0964  ___________________________________________________________________
 JW0964* NAD 83(1986)-  39 33 15.     (N)    079 48 11.     (W)     SCALED    
 JW0964* NAVD 88     -       512.762  (meters)    1682.29   (feet)  ADJUSTED  
 JW0964  ___________________________________________________________________
 JW0964  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JW0964  DYNAMIC HT  -         512.438 (meters)    1681.22  (feet)  COMP
 JW0964  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 JW0964
 JW0964  VERT ORDER  -  SECOND    CLASS 0
 JW0964
 JW0964.The horizontal coordinates were scaled from a topographic map and have
 JW0964.an estimated accuracy of +/- 6 seconds.
 JW0964
 JW0964.The orthometric height was determined by differential leveling
 JW0964.and adjusted by the National Geodetic Survey in June 1991..
 JW0964
 JW0964.The geoid height was determined by GEOID03.
 JW0964
 JW0964.The dynamic height is computed by dividing the NAVD 88
 JW0964.geopotential number by the normal gravity value computed on the
 JW0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0964.degrees latitude (g = 980.6199 gals.).
 JW0964
 JW0964.The modeled gravity was interpolated from observed gravity values.
 JW0964
 JW0964;                    North         East    Units  Estimated Accuracy
 JW0964;SPC WV N     -   117,070.      573,960.      MT  (+/- 180 meters Scaled)
 JW0964
 JW0964                          SUPERSEDED SURVEY CONTROL
 JW0964
 JW0964  NGVD 29 (??/??/92)  512.877  (m)         1682.66   (f) ADJ UNCH    2 0
 JW0964
 JW0964.Superseded values are not recommended for survey control.
 JW0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0964.See file dsdata.txt to determine how the superseded data were derived.
 JW0964
 JW0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD028789(NAD 83)
 JW0964_MARKER: DB = BENCH MARK DISK
 JW0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0964_STAMPING: X 24 1935
 JW0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0964+STABILITY: SURFACE MOTION
 JW0964
 JW0964  HISTORY     - Date     Condition        Report By
 JW0964  HISTORY     - 1935     MONUMENTED       CGS
 JW0964
 JW0964                          STATION DESCRIPTION
 JW0964
 JW0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0964'AT MASONTOWN.
 JW0964'AT MASONTOWN, PRESTON COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JW0964'54 FEET NORTHWEST OF THE STATION, 0.1 MILE SOUTH OF THE MILEAGE
 JW0964'SIGN 13.15, AND 33 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.
 JW0964'A STANDARD DISK, STAMPED X 24 1935 AND SET IN THE TOP OF A CONCRETE
 JW0964'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1219 ***********************************************************************
 HX1219  DESIGNATION -  X 240
 HX1219  PID         -  HX1219
 HX1219  STATE/COUNTY-  WV/NICHOLAS
 HX1219  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1219
 HX1219                         *CURRENT SURVEY CONTROL
 HX1219  ___________________________________________________________________
 HX1219* NAD 83(1986)-  38 17 47.     (N)    080 30 53.     (W)     SCALED    
 HX1219* NAVD 88     -       664.421  (meters)    2179.85   (feet)  ADJUSTED  
 HX1219  ___________________________________________________________________
 HX1219  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HX1219  DYNAMIC HT  -         663.886 (meters)    2178.10  (feet)  COMP
 HX1219  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 HX1219
 HX1219  VERT ORDER  -  SECOND    CLASS 0
 HX1219
 HX1219.The horizontal coordinates were scaled from a topographic map and have
 HX1219.an estimated accuracy of +/- 6 seconds.
 HX1219
 HX1219.The orthometric height was determined by differential leveling
 HX1219.and adjusted by the National Geodetic Survey in June 1991..
 HX1219
 HX1219.The geoid height was determined by GEOID03.
 HX1219
 HX1219.The dynamic height is computed by dividing the NAVD 88
 HX1219.geopotential number by the normal gravity value computed on the
 HX1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1219.degrees latitude (g = 980.6199 gals.).
 HX1219
 HX1219.The modeled gravity was interpolated from observed gravity values.
 HX1219
 HX1219;                    North         East    Units  Estimated Accuracy
 HX1219;SPC WV S     -   144,000.      642,450.      MT  (+/- 180 meters Scaled)
 HX1219
 HX1219                          SUPERSEDED SURVEY CONTROL
 HX1219
 HX1219  NGVD 29 (??/??/92)  664.543  (m)         2180.25   (f) ADJ UNCH    2 0
 HX1219
 HX1219.Superseded values are not recommended for survey control.
 HX1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1219.See file dsdata.txt to determine how the superseded data were derived.
 HX1219
 HX1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC424388(NAD 83)
 HX1219_MARKER: DB = BENCH MARK DISK
 HX1219_SETTING: 80 = SET IN A BOULDER
 HX1219_SP_SET: BOULDER
 HX1219_STAMPING: X 240 1962
 HX1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1219+STABILITY: SURFACE MOTION
 HX1219
 HX1219  HISTORY     - Date     Condition        Report By
 HX1219  HISTORY     - 1962     MONUMENTED       CGS
 HX1219
 HX1219                          STATION DESCRIPTION
 HX1219
 HX1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1219'7.4 MI N FROM RICHWOOD.
 HX1219'ABOUT 0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1219'OFFICE AT RICHWOOD, THENCE ABOUT 2.4 MILES NORTH ALONG COUNTY
 HX1219'ROAD 76, THENCE ABOUT 4.1 MILES NORTH ALONG A GRADED FOREST SERVIC
 HX1219'ROAD 76, ABOUT 0.5 MILES EAST OF THE JUNCTION OF A GRADED ROAD
 HX1219'LEADING NORTHWEST TO CAMDEN ON GAULEY, SET ON TOP OF A SLIGHT HUMP
 HX1219'ON THE SOUTHEAST SLOPE OF A BOULDER SLOPING TO GROUND LEVEL ON THE
 HX1219'SOUTHEAST END, ABOUT 25 FEET BY 18 FEET WIDE PROJECTING 10 FEET
 HX1219'ON THE NORTHWEST END, 19 FEET NORTHWEST OF THE CENTER LINE OF
 HX1219'THE ROAD, 2.6 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK,
 HX1219'ALSO ABOUT 0.7 MILES NORTHEAST OF A 90 FOOT STEEL BRIDGE OVER THE
 HX1219'CRANBERRY RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0817 ***********************************************************************
 HX0817  DESIGNATION -  X 241
 HX0817  PID         -  HX0817
 HX0817  STATE/COUNTY-  WV/WEBSTER
 HX0817  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0817
 HX0817                         *CURRENT SURVEY CONTROL
 HX0817  ___________________________________________________________________
 HX0817* NAD 83(1986)-  38 15 36.     (N)    080 21 47.     (W)     SCALED    
 HX0817* NAVD 88     -       910.872  (meters)    2988.42   (feet)  ADJUSTED  
 HX0817  ___________________________________________________________________
 HX0817  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HX0817  DYNAMIC HT  -         910.107 (meters)    2985.91  (feet)  COMP
 HX0817  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 HX0817
 HX0817  VERT ORDER  -  SECOND    CLASS 0
 HX0817
 HX0817.The horizontal coordinates were scaled from a topographic map and have
 HX0817.an estimated accuracy of +/- 6 seconds.
 HX0817
 HX0817.The orthometric height was determined by differential leveling
 HX0817.and adjusted by the National Geodetic Survey in June 1991..
 HX0817
 HX0817.The geoid height was determined by GEOID03.
 HX0817
 HX0817.The dynamic height is computed by dividing the NAVD 88
 HX0817.geopotential number by the normal gravity value computed on the
 HX0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0817.degrees latitude (g = 980.6199 gals.).
 HX0817
 HX0817.The modeled gravity was interpolated from observed gravity values.
 HX0817
 HX0817;                    North         East    Units  Estimated Accuracy
 HX0817;SPC WV S     -   140,040.      655,740.      MT  (+/- 180 meters Scaled)
 HX0817
 HX0817                          SUPERSEDED SURVEY CONTROL
 HX0817
 HX0817  NGVD 29 (??/??/92)  910.958  (m)         2988.70   (f) ADJ UNCH    2 0
 HX0817
 HX0817.Superseded values are not recommended for survey control.
 HX0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0817.See file dsdata.txt to determine how the superseded data were derived.
 HX0817
 HX0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC557348(NAD 83)
 HX0817_MARKER: DB = BENCH MARK DISK
 HX0817_SETTING: 80 = SET IN A BOULDER
 HX0817_SP_SET: BOULDER
 HX0817_STAMPING: X 241 1962
 HX0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0817+STABILITY: SURFACE MOTION
 HX0817
 HX0817  HISTORY     - Date     Condition        Report By
 HX0817  HISTORY     - 1962     MONUMENTED       CGS
 HX0817
 HX0817                          STATION DESCRIPTION
 HX0817
 HX0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0817'15.6 MI SE FROM DYER.
 HX0817'5.9 MILES SOUTHWEST AND SOUTHEAST ALONG FOREST SERVICE ROAD 101
 HX0817'FROM THE FOOTBRIDGE OVER THE WILLIAMS RIVER AT DYER, THENCE ABOUT
 HX0817'9.7 MILES SOUTHEAST ALONG FOREST SERVICE ROAD 76, ABOUT 0.5
 HX0817'MILE SOUTHEAST OF NORTON RUN, ON THE INSIDE OF A CURVE WITH
 HX0817'TANGENTS EXTENDING EAST AND NORTHWEST, SET ON THE TOP OF THE
 HX0817'SOUTHWEST CORNER OF A V SHAPED ROCK THAT IS ABOUT 4-FOOT HIGH,
 HX0817'16 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET
 HX0817'NORTHEAST OF THE SOUTHWEST CORNER OF THE ROCK, 0.7 FOOT WEST OF
 HX0817'THE EAST EDGE OF THE ROCK, AND ABOUT 2 FEET ABOVE THE LEVEL
 HX0817'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0865 ***********************************************************************
 HX0865  DESIGNATION -  X 242
 HX0865  PID         -  HX0865
 HX0865  STATE/COUNTY-  WV/GREENBRIER
 HX0865  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0865
 HX0865                         *CURRENT SURVEY CONTROL
 HX0865  ___________________________________________________________________
 HX0865* NAD 83(1986)-  38 12 33.     (N)    080 23 16.     (W)     SCALED    
 HX0865* NAVD 88     -       996.909  (meters)    3270.69   (feet)  ADJUSTED  
 HX0865  ___________________________________________________________________
 HX0865  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0865  DYNAMIC HT  -         996.066 (meters)    3267.93  (feet)  COMP
 HX0865  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 HX0865
 HX0865  VERT ORDER  -  SECOND    CLASS 0
 HX0865
 HX0865.The horizontal coordinates were scaled from a topographic map and have
 HX0865.an estimated accuracy of +/- 6 seconds.
 HX0865
 HX0865.The orthometric height was determined by differential leveling
 HX0865.and adjusted by the National Geodetic Survey in June 1991..
 HX0865
 HX0865.The geoid height was determined by GEOID03.
 HX0865
 HX0865.The dynamic height is computed by dividing the NAVD 88
 HX0865.geopotential number by the normal gravity value computed on the
 HX0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0865.degrees latitude (g = 980.6199 gals.).
 HX0865
 HX0865.The modeled gravity was interpolated from observed gravity values.
 HX0865
 HX0865;                    North         East    Units  Estimated Accuracy
 HX0865;SPC WV S     -   134,380.      653,620.      MT  (+/- 180 meters Scaled)
 HX0865
 HX0865                          SUPERSEDED SURVEY CONTROL
 HX0865
 HX0865  NGVD 29 (??/??/92)  996.990  (m)         3270.96   (f) ADJ UNCH    2 0
 HX0865
 HX0865.Superseded values are not recommended for survey control.
 HX0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0865.See file dsdata.txt to determine how the superseded data were derived.
 HX0865
 HX0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC535292(NAD 83)
 HX0865_MARKER: DB = BENCH MARK DISK
 HX0865_SETTING: 80 = SET IN A BOULDER
 HX0865_SP_SET: BOULDER
 HX0865_STAMPING: X 242 1962
 HX0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0865+STABILITY: SURFACE MOTION
 HX0865
 HX0865  HISTORY     - Date     Condition        Report By
 HX0865  HISTORY     - 1962     MONUMENTED       CGS
 HX0865
 HX0865                          STATION DESCRIPTION
 HX0865
 HX0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0865'13.5 MI E FROM RICHWOOD.
 HX0865'13.5 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 HX0865'RICHWOOD, ABOUT 1.0 MILE EAST OF THE EAST ONE OF THREE CONCRETE
 HX0865'BRIDGES OVER THE NORTH FORK OF THE CHERRY RIVER, ON THE INSIDE AT
 HX0865'THE EAST END OF A CURVE WITH THE TANGENTS EXTENDING TO THE EAST
 HX0865'AND NORTHWEST, SET ON TOP AT THE SOUTH END OF A ROCK THAT IS ABOUT
 HX0865'20-FOOT LONG AND 3 1/2-FOOT HIGH AT THE SOUTH END, 28 1/2 FEET
 HX0865'NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF THE EAST
 HX0865'EDGE OF THE ROCK, 0.3 FOOT NORTH OF THE SOUTH EDGE OF THE ROCK,
 HX0865'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0967 ***********************************************************************
 HX0967  DESIGNATION -  X 243
 HX0967  PID         -  HX0967
 HX0967  STATE/COUNTY-  WV/GREENBRIER
 HX0967  USGS QUAD   -  TROUT (1995)
 HX0967
 HX0967                         *CURRENT SURVEY CONTROL
 HX0967  ___________________________________________________________________
 HX0967* NAD 83(1986)-  38 03 56.     (N)    080 28 31.     (W)     SCALED    
 HX0967* NAVD 88     -      1248.168  (meters)    4095.03   (feet)  ADJUSTED  
 HX0967  ___________________________________________________________________
 HX0967  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HX0967  DYNAMIC HT  -        1247.055 (meters)    4091.38  (feet)  COMP
 HX0967  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 HX0967
 HX0967  VERT ORDER  -  SECOND    CLASS 0
 HX0967
 HX0967.The horizontal coordinates were scaled from a topographic map and have
 HX0967.an estimated accuracy of +/- 6 seconds.
 HX0967
 HX0967.The orthometric height was determined by differential leveling
 HX0967.and adjusted by the National Geodetic Survey in June 1991..
 HX0967
 HX0967.The geoid height was determined by GEOID03.
 HX0967
 HX0967.The dynamic height is computed by dividing the NAVD 88
 HX0967.geopotential number by the normal gravity value computed on the
 HX0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0967.degrees latitude (g = 980.6199 gals.).
 HX0967
 HX0967.The modeled gravity was interpolated from observed gravity values.
 HX0967
 HX0967;                    North         East    Units  Estimated Accuracy
 HX0967;SPC WV S     -   118,390.      646,040.      MT  (+/- 180 meters Scaled)
 HX0967
 HX0967                          SUPERSEDED SURVEY CONTROL
 HX0967
 HX0967  NGVD 29 (??/??/92) 1248.255  (m)         4095.32   (f) ADJ UNCH    2 0
 HX0967
 HX0967.Superseded values are not recommended for survey control.
 HX0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0967.See file dsdata.txt to determine how the superseded data were derived.
 HX0967
 HX0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC460132(NAD 83)
 HX0967_MARKER: DB = BENCH MARK DISK
 HX0967_SETTING: 66 = SET IN ROCK OUTCROP
 HX0967_SP_SET: SLOPING ROCK
 HX0967_STAMPING: X 243 1962
 HX0967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0967+STABILITY: POSITION/ELEVATION WELL
 HX0967
 HX0967  HISTORY     - Date     Condition        Report By
 HX0967  HISTORY     - 1962     MONUMENTED       CGS
 HX0967
 HX0967                          STATION DESCRIPTION
 HX0967
 HX0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0967'5.4 MI N FROM TROUT.
 HX0967'5.45 MILES NORTH ALONG A BLACK TOP AND GRADED ROAD FROM THE FIRST
 HX0967'BAPTIST CHURCH AT TROUT, ABOUT 180 FEET SOUTHWEST OF A ROAD
 HX0967'INTERSECTION IN LOW GAP, SET IN THE TOP OF NORTHEAST END OF
 HX0967'A ROCK ABOUT 12 FEET LONG BY 6 FEET WIDE AT GROUND LEVEL SLOPING
 HX0967'UP ABOUT 3 FEET TO HIGHEST POINT, 35 FEET SOUTHEAST OF CENTER
 HX0967'LINE OF ROAD LEADING SOUTH TO TROUT, 18 FEET SOUTHWEST OF OLD
 HX0967'DIM ROAD LEADING SOUTHEAST, 4.2 FEET SOUTHWEST OF NORTHEAST END
 HX0967'OF ROCK, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0745 ***********************************************************************
 HX0745  DESIGNATION -  X 245
 HX0745  PID         -  HX0745
 HX0745  STATE/COUNTY-  WV/WEBSTER
 HX0745  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0745
 HX0745                         *CURRENT SURVEY CONTROL
 HX0745  ___________________________________________________________________
 HX0745* NAD 83(1986)-  38 22 44.     (N)    080 28 46.     (W)     SCALED    
 HX0745* NAVD 88     -       673.917  (meters)    2211.01   (feet)  ADJUSTED  
 HX0745  ___________________________________________________________________
 HX0745  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX0745  DYNAMIC HT  -         673.396 (meters)    2209.30  (feet)  COMP
 HX0745  MODELED GRAV-     979,832.8   (mgal)                       NAVD 88
 HX0745
 HX0745  VERT ORDER  -  SECOND    CLASS 0
 HX0745
 HX0745.The horizontal coordinates were scaled from a topographic map and have
 HX0745.an estimated accuracy of +/- 6 seconds.
 HX0745
 HX0745.The orthometric height was determined by differential leveling
 HX0745.and adjusted by the National Geodetic Survey in June 1991..
 HX0745
 HX0745.The geoid height was determined by GEOID03.
 HX0745
 HX0745.The dynamic height is computed by dividing the NAVD 88
 HX0745.geopotential number by the normal gravity value computed on the
 HX0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0745.degrees latitude (g = 980.6199 gals.).
 HX0745
 HX0745.The modeled gravity was interpolated from observed gravity values.
 HX0745
 HX0745;                    North         East    Units  Estimated Accuracy
 HX0745;SPC WV S     -   153,170.      645,480.      MT  (+/- 180 meters Scaled)
 HX0745
 HX0745                          SUPERSEDED SURVEY CONTROL
 HX0745
 HX0745  NGVD 29 (??/??/92)  674.059  (m)         2211.48   (f) ADJ UNCH    2 0
 HX0745
 HX0745.Superseded values are not recommended for survey control.
 HX0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0745.See file dsdata.txt to determine how the superseded data were derived.
 HX0745
 HX0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC454479(NAD 83)
 HX0745_MARKER: DB = BENCH MARK DISK
 HX0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0745_SP_SET: BRIDGE
 HX0745_STAMPING: X 245 1962
 HX0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0745
 HX0745  HISTORY     - Date     Condition        Report By
 HX0745  HISTORY     - 1962     MONUMENTED       CGS
 HX0745  HISTORY     - 1965     GOOD             NGS
 HX0745
 HX0745                          STATION DESCRIPTION
 HX0745
 HX0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0745'AT DYER.
 HX0745'AT DYER, ABOUT 0.85 MILES WEST ALONG WILLIAMS RIVER BLACK TOP
 HX0745'ROAD FROM DYER METHODIST CHURCH, SET AT THE NORTH END OF THE
 HX0745'FOOT-BRIDGE ACROSS THE WILLIAMS RIVER, AT THE SOUTHWEST CORNER
 HX0745'OF THE FENCED IN GARDEN, (PROPERTY PRESENTLY BELONGING TO J.H.
 HX0745'GIVEN) 81 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 113
 HX0745'FEET EAST OF THE SOUTHEAST CORNER OF THE GIVENS STORE, 38 FEET
 HX0745'SOUTHEAST OF THE CENTER LINE OF A PRIVATE DIRT ROAD LEADING NORTHEAST,
 HX0745'96 FEET NORTHEAST OF AND ACROSS THE BLACK TOP ROAD FROM THE NORTH
 HX0745'END OF THE FOOTBRIDGE, 7 FEET NORTH OF A FENCE CORNER NORTH BY
 HX0745'EAST, 1 FOOT EAST OF A FENCE LINE, AND ABOUT 4 FEET ABOVE THE
 HX0745'LEVEL OF THE ROAD.
 HX0745
 HX0745                          STATION RECOVERY (1965)
 HX0745
 HX0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HX0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0773 ***********************************************************************
 HX0773  DESIGNATION -  X 246
 HX0773  PID         -  HX0773
 HX0773  STATE/COUNTY-  WV/POCAHONTAS
 HX0773  USGS QUAD   -  WOODROW (1995)
 HX0773
 HX0773                         *CURRENT SURVEY CONTROL
 HX0773  ___________________________________________________________________
 HX0773* NAD 83(1986)-  38 16 16.     (N)    080 08 36.     (W)     SCALED    
 HX0773* NAVD 88     -       833.641  (meters)    2735.04   (feet)  ADJUSTED  
 HX0773  ___________________________________________________________________
 HX0773  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HX0773  DYNAMIC HT  -         832.955 (meters)    2732.79  (feet)  COMP
 HX0773  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 HX0773
 HX0773  VERT ORDER  -  SECOND    CLASS 0
 HX0773
 HX0773.The horizontal coordinates were scaled from a topographic map and have
 HX0773.an estimated accuracy of +/- 6 seconds.
 HX0773
 HX0773.The orthometric height was determined by differential leveling
 HX0773.and adjusted by the National Geodetic Survey in June 1991..
 HX0773
 HX0773.The geoid height was determined by GEOID03.
 HX0773
 HX0773.The dynamic height is computed by dividing the NAVD 88
 HX0773.geopotential number by the normal gravity value computed on the
 HX0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0773.degrees latitude (g = 980.6199 gals.).
 HX0773
 HX0773.The modeled gravity was interpolated from observed gravity values.
 HX0773
 HX0773;                    North         East    Units  Estimated Accuracy
 HX0773;SPC WV S     -   141,430.      674,960.      MT  (+/- 180 meters Scaled)
 HX0773
 HX0773                          SUPERSEDED SURVEY CONTROL
 HX0773
 HX0773  NGVD 29 (??/??/92)  833.710  (m)         2735.26   (f) ADJ UNCH    2 0
 HX0773
 HX0773.Superseded values are not recommended for survey control.
 HX0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0773.See file dsdata.txt to determine how the superseded data were derived.
 HX0773
 HX0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC749362(NAD 83)
 HX0773_MARKER: DB = BENCH MARK DISK
 HX0773_SETTING: 66 = SET IN ROCK OUTCROP
 HX0773_SP_SET: ROCK LEDGE
 HX0773_STAMPING: X 246 1962
 HX0773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0773+STABILITY: POSITION/ELEVATION WELL
 HX0773
 HX0773  HISTORY     - Date     Condition        Report By
 HX0773  HISTORY     - 1962     MONUMENTED       CGS
 HX0773
 HX0773                          STATION DESCRIPTION
 HX0773
 HX0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0773'1.5 MI SE FROM WOODROW.
 HX0773'1.5 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0773'AT WOODROW, ABOUT 0.2 MILE NORTHWEST OF THE JUNCTION OF A GRADED
 HX0773'ROAD LEADING SOUTH, ABOUT 0.15 MILE NORTHWEST OF THE WEST UNION
 HX0773'CHURCH, SET VERTICALLY IN THE SOUTHEAST FACE OF A 6-BY 6-FOOT
 HX0773'LONG ROCK LEDGE THAT IS IN A 100 FOOT LONG ROCK CUT, ON THE
 HX0773'OUTSIDE OF A SHARP CURVE SOUTH BY EAST, DIRECTLY BELOW A WOODEN
 HX0773'FRAME HOUSE THAT SETS ON TOP OF THE CUT, 16 FEET NORTH OF THE
 HX0773'CENTER LINE OF THE ROAD, 47 1/2 FEET NORTHEAST OF THE CENTER LINE
 HX0773'OF THE JUNCTION OF THE DRIVE TO THE WOODEN FRAME HOUSE, 1.3 FEET
 HX0773'NORTHEAST OF THE SOUTH CORNER OF THE ROCK, AND ABOUT 4 FEET ABOVE
 HX0773'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0706 ***********************************************************************
 HX0706  DESIGNATION -  X 247
 HX0706  PID         -  HX0706
 HX0706  STATE/COUNTY-  WV/POCAHONTAS
 HX0706  USGS QUAD   -  SHARP KNOB (1995)
 HX0706
 HX0706                         *CURRENT SURVEY CONTROL
 HX0706  ___________________________________________________________________
 HX0706* NAD 83(1986)-  38 23 46.     (N)    080 10 43.     (W)     SCALED    
 HX0706* NAVD 88     -      1264.209  (meters)    4147.66   (feet)  ADJUSTED  
 HX0706  ___________________________________________________________________
 HX0706  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HX0706  DYNAMIC HT  -        1263.200 (meters)    4144.35  (feet)  COMP
 HX0706  MODELED GRAV-     979,783.2   (mgal)                       NAVD 88
 HX0706
 HX0706  VERT ORDER  -  SECOND    CLASS 0
 HX0706
 HX0706.The horizontal coordinates were scaled from a topographic map and have
 HX0706.an estimated accuracy of +/- 6 seconds.
 HX0706
 HX0706.The orthometric height was determined by differential leveling
 HX0706.and adjusted by the National Geodetic Survey in June 1991..
 HX0706
 HX0706.The geoid height was determined by GEOID03.
 HX0706
 HX0706.The dynamic height is computed by dividing the NAVD 88
 HX0706.geopotential number by the normal gravity value computed on the
 HX0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0706.degrees latitude (g = 980.6199 gals.).
 HX0706
 HX0706.The modeled gravity was interpolated from observed gravity values.
 HX0706
 HX0706;                    North         East    Units  Estimated Accuracy
 HX0706;SPC WV S     -   155,270.      671,750.      MT  (+/- 180 meters Scaled)
 HX0706
 HX0706                          SUPERSEDED SURVEY CONTROL
 HX0706
 HX0706  NGVD 29 (??/??/92) 1264.323  (m)         4148.03   (f) ADJ UNCH    2 0
 HX0706
 HX0706.Superseded values are not recommended for survey control.
 HX0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0706.See file dsdata.txt to determine how the superseded data were derived.
 HX0706
 HX0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC717500(NAD 83)
 HX0706_MARKER: DB = BENCH MARK DISK
 HX0706_SETTING: 66 = SET IN ROCK OUTCROP
 HX0706_SP_SET: ROCK CUT
 HX0706_STAMPING: X 247 1962
 HX0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0706+STABILITY: POSITION/ELEVATION WELL
 HX0706
 HX0706  HISTORY     - Date     Condition        Report By
 HX0706  HISTORY     - 1962     MONUMENTED       CGS
 HX0706
 HX0706                          STATION DESCRIPTION
 HX0706
 HX0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0706'9.4 MI SW FROM SLATY FORK.
 HX0706'4.6 MILES NORTHWEST ALONG ABANDONED RAILWAY BED (TRAIL) FROM
 HX0706'THE POST OFFICE AT SLATY FORK, THENCE ABOUT 2.7 MILES SOUTHWEST
 HX0706'ALONG U.S. FORESTRY ROAD 24, THENCE ABOUT 2.1 MILES SOUTHWEST
 HX0706'ALONG GRADED ROAD LEADING TO LARGE COAL MINE, ABOUT 0.5 MILES
 HX0706'EAST OF THE JUNCTION OF A GRADED MINE ROAD, LEADING SOUTH AND
 HX0706'PARALLELING ABOVE THE MAIN ROAD, ABOUT 150 YARDS NORTHWEST OF
 HX0706'THE NORTHWEST EDGE OF THE NORTHWEST ONE OF TWO LARGE ROUND CONCRETE
 HX0706'BLOCK BUILDINGS APPROXIMATELY 40 FEET HIGH AT A COAL LOADING
 HX0706'SHUTE, SET VERTICALLY ON THE NORTHEAST FACE OF A LARGE ROCK CUT
 HX0706'ABOUT 20 YARDS LONG IN A LONG DEEP CUT MADE BY STRIP MINING,
 HX0706'162 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 18 FEET
 HX0706'SOUTHEAST OF THE NORTHWEST END OF THE VISIBLE PORTION OF THE
 HX0706'ROCK, AND ABOUT 4 FEET ABOVE THE GROUND, AND ABOUT 2 FEET BELOW
 HX0706'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0846 ***********************************************************************
 HX0846  DESIGNATION -  X 248
 HX0846  PID         -  HX0846
 HX0846  STATE/COUNTY-  WV/POCAHONTAS
 HX0846  USGS QUAD   -  HILLSBORO (1995)
 HX0846
 HX0846                         *CURRENT SURVEY CONTROL
 HX0846  ___________________________________________________________________
 HX0846* NAD 83(1986)-  38 10 11.     (N)    080 11 41.     (W)     SCALED    
 HX0846* NAVD 88     -       703.466  (meters)    2307.95   (feet)  ADJUSTED  
 HX0846  ___________________________________________________________________
 HX0846  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HX0846  DYNAMIC HT  -         702.892 (meters)    2306.07  (feet)  COMP
 HX0846  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 HX0846
 HX0846  VERT ORDER  -  SECOND    CLASS 0
 HX0846
 HX0846.The horizontal coordinates were scaled from a topographic map and have
 HX0846.an estimated accuracy of +/- 6 seconds.
 HX0846
 HX0846.The orthometric height was determined by differential leveling
 HX0846.and adjusted by the National Geodetic Survey in June 1991..
 HX0846
 HX0846.The geoid height was determined by GEOID03.
 HX0846
 HX0846.The dynamic height is computed by dividing the NAVD 88
 HX0846.geopotential number by the normal gravity value computed on the
 HX0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0846.degrees latitude (g = 980.6199 gals.).
 HX0846
 HX0846.The modeled gravity was interpolated from observed gravity values.
 HX0846
 HX0846;                    North         East    Units  Estimated Accuracy
 HX0846;SPC WV S     -   130,130.      670,560.      MT  (+/- 180 meters Scaled)
 HX0846
 HX0846                          SUPERSEDED SURVEY CONTROL
 HX0846
 HX0846  NGVD 29 (??/??/92)  703.559  (m)         2308.26   (f) ADJ UNCH    2 0
 HX0846
 HX0846.Superseded values are not recommended for survey control.
 HX0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0846.See file dsdata.txt to determine how the superseded data were derived.
 HX0846
 HX0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC705249(NAD 83)
 HX0846_MARKER: DB = BENCH MARK DISK
 HX0846_SETTING: 66 = SET IN ROCK OUTCROP
 HX0846_SP_SET: ROCK LEDGE
 HX0846_STAMPING: X 248 1962
 HX0846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0846+STABILITY: POSITION/ELEVATION WELL
 HX0846
 HX0846  HISTORY     - Date     Condition        Report By
 HX0846  HISTORY     - 1962     MONUMENTED       CGS
 HX0846
 HX0846                          STATION DESCRIPTION
 HX0846
 HX0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0846'1 MI NW FROM MILL POINT.
 HX0846'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX0846'OF U.S. HIGHWAY 219 AT MILL POINT, ABOUT 90 YARDS SOUTHEAST OF
 HX0846'THE JUNCTION OF A GRADED ROAD LEADING NORTHEAST, SET ON TOP
 HX0846'OF A ROCK LEDGE THAT IS ABOUT 12-FOOT LONG AND IS A PART OF A
 HX0846'CUT THAT IS ABOUT 75 YARDS LONG, 19 FEET SOUTHWEST OF THE
 HX0846'CENTER LINE OF THE HIGHWAY, 69 FEET NORTHWEST OF THE CENTER OF
 HX0846'THE JUNCTION OF A DRIVE LEADING TO A SAW MILL, 54 1/2 FEET
 HX0846'NORTHEAST OF THE NORTH CORNER OF THE TRINITY METHODIST CHURCH,
 HX0846'0.6 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK, 4 1/2 FEET
 HX0846'NORTHWEST OF THE SOUTHEAST END OF THE ROCK, AND ABOUT 3 FEET
 HX0846'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0890 ***********************************************************************
 HX0890  DESIGNATION -  X 249
 HX0890  PID         -  HX0890
 HX0890  STATE/COUNTY-  WV/GREENBRIER
 HX0890  USGS QUAD   -  DROOP (1995)
 HX0890
 HX0890                         *CURRENT SURVEY CONTROL
 HX0890  ___________________________________________________________________
 HX0890* NAD 83(1986)-  38 05 34.     (N)    080 22 25.     (W)     SCALED    
 HX0890* NAVD 88     -       732.005  (meters)    2401.59   (feet)  ADJUSTED  
 HX0890  ___________________________________________________________________
 HX0890  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX0890  DYNAMIC HT  -         731.404 (meters)    2399.61  (feet)  COMP
 HX0890  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 HX0890
 HX0890  VERT ORDER  -  SECOND    CLASS 0
 HX0890
 HX0890.The horizontal coordinates were scaled from a topographic map and have
 HX0890.an estimated accuracy of +/- 6 seconds.
 HX0890
 HX0890.The orthometric height was determined by differential leveling
 HX0890.and adjusted by the National Geodetic Survey in June 1991..
 HX0890
 HX0890.The geoid height was determined by GEOID03.
 HX0890
 HX0890.The dynamic height is computed by dividing the NAVD 88
 HX0890.geopotential number by the normal gravity value computed on the
 HX0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0890.degrees latitude (g = 980.6199 gals.).
 HX0890
 HX0890.The modeled gravity was interpolated from observed gravity values.
 HX0890
 HX0890;                    North         East    Units  Estimated Accuracy
 HX0890;SPC WV S     -   121,470.      654,940.      MT  (+/- 180 meters Scaled)
 HX0890
 HX0890                          SUPERSEDED SURVEY CONTROL
 HX0890
 HX0890  NGVD 29 (??/??/92)  732.118  (m)         2401.96   (f) ADJ UNCH    2 0
 HX0890
 HX0890.Superseded values are not recommended for survey control.
 HX0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0890.See file dsdata.txt to determine how the superseded data were derived.
 HX0890
 HX0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC549162(NAD 83)
 HX0890_MARKER: DB = BENCH MARK DISK
 HX0890_SETTING: 66 = SET IN ROCK OUTCROP
 HX0890_SP_SET: ROCK OUTCROP
 HX0890_STAMPING: X 249 1962
 HX0890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0890+STABILITY: POSITION/ELEVATION WELL
 HX0890
 HX0890  HISTORY     - Date     Condition        Report By
 HX0890  HISTORY     - 1962     MONUMENTED       CGS
 HX0890
 HX0890                          STATION DESCRIPTION
 HX0890
 HX0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0890'9 MI N FROM RENICK.
 HX0890'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE HIGH SCHOOL
 HX0890'AT RENICK, THENCE ABOUT 4.15 MILES NORTHWEST ALONG BLACK TOP
 HX0890'ROAD, THENCE ABOUT 1.5 MILES NORTH ALONG GRADED ROAD, SET ON TOP
 HX0890'OF A 6-BY 6-FOOT ROCK OUTCROP AT THE JUNCTION OF A PRIVATE ROAD
 HX0890'AND TRAIL ACROSS THE MOUNTAIN LEADING NORTHEAST, 48 FEET WEST
 HX0890'OF THE CENTER LINE OF THE ROAD, 77 FEET NORTHWEST OF THE CENTER
 HX0890'LINE OF THE JUNCTION, 20 1/2 FEET WEST BY NORTHWEST OF A LONE
 HX0890'10-INCH SPRUCE TREE, 26 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 HX0890'CORNER OF A SMALL 4 BY 4 WOODEN SCHOOL BUS SHELTER, 1.3 FEET
 HX0890'SOUTH OF THE NORTH EDGE OF THE ROCK, AND ABOUT 1 1/2 FEET ABOVE
 HX0890'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1661 ***********************************************************************
 JX1661  DESIGNATION -  X 25 RESET 1978
 JX1661  PID         -  JX1661
 JX1661  STATE/COUNTY-  WV/RITCHIE
 JX1661  USGS QUAD   -  SMITHVILLE (1964)
 JX1661
 JX1661                         *CURRENT SURVEY CONTROL
 JX1661  ___________________________________________________________________
 JX1661* NAD 83(1986)-  39 03 43.     (N)    081 05 34.     (W)     SCALED    
 JX1661* NAVD 88     -       210.54   (+/-2cm)     690.7    (feet)  VERTCON   
 JX1661  ___________________________________________________________________
 JX1661  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JX1661
 JX1661  VERT ORDER  -  THIRD (See Below)
 JX1661
 JX1661.The horizontal coordinates were scaled from a topographic map and have
 JX1661.an estimated accuracy of +/- 6 seconds.
 JX1661
 JX1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1661.The vertical order pertains to the NGVD 29 superseded value.
 JX1661
 JX1661.The geoid height was determined by GEOID03.
 JX1661
 JX1661;                    North         East    Units  Estimated Accuracy
 JX1661;SPC WV N     -    63,610.      462,150.      MT  (+/- 180 meters Scaled)
 JX1661
 JX1661                          SUPERSEDED SURVEY CONTROL
 JX1661
 JX1661  NGVD 29 (09/25/03)  210.72   (m)          691.3    (f) RESET       3  
 JX1661
 JX1661.Superseded values are not recommended for survey control.
 JX1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1661.See file dsdata.txt to determine how the superseded data were derived.
 JX1661
 JX1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD919236(NAD 83)
 JX1661_MARKER: DB = BENCH MARK DISK
 JX1661_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1661_SP_SET: ABUTMENT
 JX1661_STAMPING: X 25 RESET 1978
 JX1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1661+STABILITY: SURFACE MOTION
 JX1661
 JX1661  HISTORY     - Date     Condition        Report By
 JX1661  HISTORY     - 1978     MONUMENTED       WVHD
 JX1661
 JX1661                          STATION DESCRIPTION
 JX1661
 JX1661'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1978
 JX1661'1.1 MI SOUTH FROM SMITHVILLE.
 JX1661'1.1 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE HUGHES RIVER BRIDGE
 JX1661'IN SMITHVILLE, 150 FEET SOUTH OF THE JUNCTION OF A ROAD LEADING
 JX1661'EAST, AT A STEEL-AND-CONCRETE BRIDGE OVER LEATHERH BARK CREEK AND IN
 JX1661'THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0799 ***********************************************************************
 HX0799  DESIGNATION -  X 250
 HX0799  PID         -  HX0799
 HX0799  STATE/COUNTY-  WV/POCAHONTAS
 HX0799  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0799
 HX0799                         *CURRENT SURVEY CONTROL
 HX0799  ___________________________________________________________________
 HX0799* NAD 83(1986)-  38 15 31.     (N)    080 17 34.     (W)     SCALED    
 HX0799* NAVD 88     -      1046.078  (meters)    3432.01   (feet)  ADJUSTED  
 HX0799  ___________________________________________________________________
 HX0799  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HX0799  DYNAMIC HT  -        1045.192 (meters)    3429.10  (feet)  COMP
 HX0799  MODELED GRAV-     979,745.0   (mgal)                       NAVD 88
 HX0799
 HX0799  VERT ORDER  -  SECOND    CLASS 0
 HX0799
 HX0799.The horizontal coordinates were scaled from a topographic map and have
 HX0799.an estimated accuracy of +/- 6 seconds.
 HX0799
 HX0799.The orthometric height was determined by differential leveling
 HX0799.and adjusted by the National Geodetic Survey in June 1991..
 HX0799
 HX0799.The geoid height was determined by GEOID03.
 HX0799
 HX0799.The dynamic height is computed by dividing the NAVD 88
 HX0799.geopotential number by the normal gravity value computed on the
 HX0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0799.degrees latitude (g = 980.6199 gals.).
 HX0799
 HX0799.The modeled gravity was interpolated from observed gravity values.
 HX0799
 HX0799;                    North         East    Units  Estimated Accuracy
 HX0799;SPC WV S     -   139,930.      661,890.      MT  (+/- 180 meters Scaled)
 HX0799
 HX0799                          SUPERSEDED SURVEY CONTROL
 HX0799
 HX0799  NGVD 29 (??/??/92) 1046.150  (m)         3432.24   (f) ADJ UNCH    2 0
 HX0799
 HX0799.Superseded values are not recommended for survey control.
 HX0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0799.See file dsdata.txt to determine how the superseded data were derived.
 HX0799
 HX0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC618347(NAD 83)
 HX0799_MARKER: DB = BENCH MARK DISK
 HX0799_SETTING: 80 = SET IN A BOULDER
 HX0799_SP_SET: BOULDER
 HX0799_STAMPING: X 250 1962
 HX0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0799+STABILITY: SURFACE MOTION
 HX0799
 HX0799  HISTORY     - Date     Condition        Report By
 HX0799  HISTORY     - 1962     MONUMENTED       CGS
 HX0799
 HX0799                          STATION DESCRIPTION
 HX0799
 HX0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0799'16.8 MI SW FROM WOODROW.
 HX0799'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0799'GRADE SCHOOL, THENCE 15.5 MILES NORTHWEST AND SOUTHWEST ALONG
 HX0799'U.S. FORESTRY ROAD 76, ABOUT 0.1 MILE SOUTHEAST OF THE SOUTHEAST
 HX0799'END OF A 60-FOOT BRIDGE OVER THE NORTH FORK OF THE CRANBERRY
 HX0799'RIVER, SET ON TOP OF A LARGE FLAT ROCK BOULDER ABOUT 15-FOOT
 HX0799'WIDE THAT PROJECTS OUT OF THE NORTHWEST END OF SMALL ISLAND ABOUT
 HX0799'80 YARDS LONG IN THE NORTH FORK OF THE CRANBERRY RIVER, 38 FEET
 HX0799'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTH OF THE
 HX0799'NORTH END OF THE ROCK, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 HX0799'ROAD.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING 6.1
 HX0799'MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX0799'HIGHWAY 219 AT MILL POINT, THENCE 7.1 MILES NORTHWEST ALONG
 HX0799'U.S. FORESTRY ROAD 102, THENCE 2.25 MILES EAST ALONG U.S. FORESTRY
 HX0799'ROAD 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0922 ***********************************************************************
 HX0922  DESIGNATION -  X 251
 HX0922  PID         -  HX0922
 HX0922  STATE/COUNTY-  WV/POCAHONTAS
 HX0922  USGS QUAD   -  DROOP (1995)
 HX0922
 HX0922                         *CURRENT SURVEY CONTROL
 HX0922  ___________________________________________________________________
 HX0922* NAD 83(1986)-  38 04 52.     (N)    080 15 44.     (W)     SCALED    
 HX0922* NAVD 88     -       785.154  (meters)    2575.96   (feet)  ADJUSTED  
 HX0922  ___________________________________________________________________
 HX0922  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HX0922  DYNAMIC HT  -         784.486 (meters)    2573.77  (feet)  COMP
 HX0922  MODELED GRAV-     979,751.4   (mgal)                       NAVD 88
 HX0922
 HX0922  VERT ORDER  -  SECOND    CLASS 0
 HX0922
 HX0922.The horizontal coordinates were scaled from a topographic map and have
 HX0922.an estimated accuracy of +/- 6 seconds.
 HX0922
 HX0922.The orthometric height was determined by differential leveling
 HX0922.and adjusted by the National Geodetic Survey in June 1991..
 HX0922
 HX0922.The geoid height was determined by GEOID03.
 HX0922
 HX0922.The dynamic height is computed by dividing the NAVD 88
 HX0922.geopotential number by the normal gravity value computed on the
 HX0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0922.degrees latitude (g = 980.6199 gals.).
 HX0922
 HX0922.The modeled gravity was interpolated from observed gravity values.
 HX0922
 HX0922;                    North         East    Units  Estimated Accuracy
 HX0922;SPC WV S     -   120,250.      664,720.      MT  (+/- 180 meters Scaled)
 HX0922
 HX0922                          SUPERSEDED SURVEY CONTROL
 HX0922
 HX0922  NGVD 29 (??/??/92)  785.239  (m)         2576.24   (f) ADJ UNCH    2 0
 HX0922
 HX0922.Superseded values are not recommended for survey control.
 HX0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0922.See file dsdata.txt to determine how the superseded data were derived.
 HX0922
 HX0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC647150(NAD 83)
 HX0922_MARKER: DB = BENCH MARK DISK
 HX0922_SETTING: 66 = SET IN ROCK OUTCROP
 HX0922_SP_SET: PROJECTING ROCK
 HX0922_STAMPING: X 251 1962
 HX0922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0922+STABILITY: POSITION/ELEVATION WELL
 HX0922
 HX0922  HISTORY     - Date     Condition        Report By
 HX0922  HISTORY     - 1962     MONUMENTED       CGS
 HX0922
 HX0922                          STATION DESCRIPTION
 HX0922
 HX0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0922'2 MI NE FROM DROOP.
 HX0922'0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 HX0922'DROOP, THENCE ABOUT 1.8 MILES NORTHEAST ALONG A GRAVEL ROAD, SET
 HX0922'ON TOP OF A ROCK THAT IS ABOUT 8-BY 5-FOOT LONG AND PROJECTS
 HX0922'OUT OF THE MOUNTAIN SIDE, AT THE SOUTHEAST CORNER OF THE ROCK,
 HX0922'75 YARDS NORTHEAST OF A 12-INCH HICKORY TREE, 39 FEET WEST OF
 HX0922'THE CENTER LINE OF THE TRAIL, AND ABOUT 14 1/2 FEET ABOVE THE
 HX0922'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0640 ***********************************************************************
 HX0640  DESIGNATION -  X 252
 HX0640  PID         -  HX0640
 HX0640  STATE/COUNTY-  WV/POCAHONTAS
 HX0640  USGS QUAD   -  MINGO (1995)
 HX0640
 HX0640                         *CURRENT SURVEY CONTROL
 HX0640  ___________________________________________________________________
 HX0640* NAD 83(1986)-  38 26 33.     (N)    080 02 15.     (W)     SCALED    
 HX0640* NAVD 88     -      1062.717  (meters)    3486.60   (feet)  ADJUSTED  
 HX0640  ___________________________________________________________________
 HX0640  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HX0640  DYNAMIC HT  -        1061.827 (meters)    3483.68  (feet)  COMP
 HX0640  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 HX0640
 HX0640  VERT ORDER  -  FIRST     CLASS II
 HX0640
 HX0640.The horizontal coordinates were scaled from a topographic map and have
 HX0640.an estimated accuracy of +/- 6 seconds.
 HX0640
 HX0640.The orthometric height was determined by differential leveling
 HX0640.and adjusted by the National Geodetic Survey in June 1991..
 HX0640
 HX0640.The geoid height was determined by GEOID03.
 HX0640
 HX0640.The dynamic height is computed by dividing the NAVD 88
 HX0640.geopotential number by the normal gravity value computed on the
 HX0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0640.degrees latitude (g = 980.6199 gals.).
 HX0640
 HX0640.The modeled gravity was interpolated from observed gravity values.
 HX0640
 HX0640;                    North         East    Units  Estimated Accuracy
 HX0640;SPC WV S     -   160,540.      684,020.      MT  (+/- 180 meters Scaled)
 HX0640
 HX0640                          SUPERSEDED SURVEY CONTROL
 HX0640
 HX0640  NGVD 29 (??/??/92) 1062.760  (m)         3486.74   (f) ADJ UNCH    1 2
 HX0640
 HX0640.Superseded values are not recommended for survey control.
 HX0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0640.See file dsdata.txt to determine how the superseded data were derived.
 HX0640
 HX0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC839553(NAD 83)
 HX0640_MARKER: DB = BENCH MARK DISK
 HX0640_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HX0640_STAMPING: X 252 1962
 HX0640_MARK LOGO: CGS   
 HX0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0640
 HX0640  HISTORY     - Date     Condition        Report By
 HX0640  HISTORY     - 1962     MONUMENTED       CGS
 HX0640  HISTORY     - 1983     GOOD             NGS
 HX0640
 HX0640                          STATION DESCRIPTION
 HX0640
 HX0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0640'6 MI E FROM SLATY FORK.
 HX0640'6.0 MILES EAST ALONG U.S. HIGHWAY 219 FROM THE GRADE SCHOOL AT
 HX0640'SLATY FORK, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 HX0640'TO THE NORTHEAST AND SOUTHEAST, SET VERTICALLY IN THE NORTH
 HX0640'FACE OF THE WEST ABUTMENT OF AN OVERPASS FOR THE WESTERN MARYLAND
 HX0640'RAILWAY, 1 1/2 FEET WEST OF THE NORTHEAST CORNER OF THE ABUTMENT,
 HX0640'18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET
 HX0640'ABOVE THE GROUND, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 HX0640'HIGHWAY.  NOTE-- THIS BENCH MARK IS 1.75 MILES NORTHEAST OF A
 HX0640'SITE LOCALLY KNOWN AS LINWOOD.
 HX0640
 HX0640                          STATION RECOVERY (1983)
 HX0640
 HX0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0055 ***********************************************************************
 HX0055  DESIGNATION -  X 253
 HX0055  PID         -  HX0055
 HX0055  STATE/COUNTY-  WV/RANDOLPH
 HX0055  USGS QUAD   -  VALLEY HEAD (1995)
 HX0055
 HX0055                         *CURRENT SURVEY CONTROL
 HX0055  ___________________________________________________________________
 HX0055* NAD 83(1986)-  38 34 16.     (N)    080 01 57.     (W)     SCALED    
 HX0055* NAVD 88     -       699.074  (meters)    2293.55   (feet)  ADJUSTED  
 HX0055  ___________________________________________________________________
 HX0055  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HX0055  DYNAMIC HT  -         698.536 (meters)    2291.78  (feet)  COMP
 HX0055  MODELED GRAV-     979,835.7   (mgal)                       NAVD 88
 HX0055
 HX0055  VERT ORDER  -  FIRST     CLASS II
 HX0055
 HX0055.The horizontal coordinates were scaled from a topographic map and have
 HX0055.an estimated accuracy of +/- 6 seconds.
 HX0055
 HX0055.The orthometric height was determined by differential leveling
 HX0055.and adjusted by the National Geodetic Survey in June 1991..
 HX0055
 HX0055.The geoid height was determined by GEOID03.
 HX0055
 HX0055.The dynamic height is computed by dividing the NAVD 88
 HX0055.geopotential number by the normal gravity value computed on the
 HX0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0055.degrees latitude (g = 980.6199 gals.).
 HX0055
 HX0055.The modeled gravity was interpolated from observed gravity values.
 HX0055
 HX0055;                    North         East    Units  Estimated Accuracy
 HX0055;SPC WV S     -   174,820.      684,310.      MT  (+/- 180 meters Scaled)
 HX0055
 HX0055                          SUPERSEDED SURVEY CONTROL
 HX0055
 HX0055  NGVD 29 (??/??/92)  699.201  (m)         2293.96   (f) ADJ UNCH    1 2
 HX0055
 HX0055.Superseded values are not recommended for survey control.
 HX0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0055.See file dsdata.txt to determine how the superseded data were derived.
 HX0055
 HX0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC842696(NAD 83)
 HX0055_MARKER: DB = BENCH MARK DISK
 HX0055_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX0055_STAMPING: X 253 1962
 HX0055_MARK LOGO: CGS   
 HX0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0055+STABILITY: SURFACE MOTION
 HX0055
 HX0055  HISTORY     - Date     Condition        Report By
 HX0055  HISTORY     - 1962     MONUMENTED       CGS
 HX0055  HISTORY     - 1983     GOOD             NGS
 HX0055
 HX0055                          STATION DESCRIPTION
 HX0055
 HX0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0055'1.1 MI NE FROM VALLEY HEAD.
 HX0055'ABOUT 1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE
 HX0055'JUNCTION OF STATE HIGHWAY 15 AND U.S. HIGHWAY 219 AT VALLEY
 HX0055'HEAD, AT A BLACK TOP ROAD JUNCTION LEADING NORTHEAST, 11 FEET
 HX0055'WEST OF CENTER LINE OF HIGHWAY, 36.5 FEET NORTHWEST OF CENTER
 HX0055'OF JUNCTION OF ROAD LEADING NORTHEAST, ABOUT LEVEL WITH HIGHWAY,
 HX0055'AND SET ON TOP OF SOUTH END OF WEST HEAD WALL OF 42 FOOT CONCRETE
 HX0055'BRIDGE OVER A SMALL STREAM.
 HX0055
 HX0055                          STATION RECOVERY (1983)
 HX0055
 HX0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1986 ***********************************************************************
 HW1986  DESIGNATION -  X 254
 HW1986  PID         -  HW1986
 HW1986  STATE/COUNTY-  WV/RANDOLPH
 HW1986  USGS QUAD   -  WILDELL (1995)
 HW1986
 HW1986                         *CURRENT SURVEY CONTROL
 HW1986  ___________________________________________________________________
 HW1986* NAD 83(1986)-  38 37 42.     (N)    079 52 19.     (W)     SCALED    
 HW1986* NAVD 88     -      1082.515  (meters)    3551.55   (feet)  ADJUSTED  
 HW1986  ___________________________________________________________________
 HW1986  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HW1986  DYNAMIC HT  -        1081.627 (meters)    3548.64  (feet)  COMP
 HW1986  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 HW1986
 HW1986  VERT ORDER  -  SECOND    CLASS 0
 HW1986
 HW1986.The horizontal coordinates were scaled from a topographic map and have
 HW1986.an estimated accuracy of +/- 6 seconds.
 HW1986
 HW1986.The orthometric height was determined by differential leveling
 HW1986.and adjusted by the National Geodetic Survey in June 1991..
 HW1986
 HW1986.The geoid height was determined by GEOID03.
 HW1986
 HW1986.The dynamic height is computed by dividing the NAVD 88
 HW1986.geopotential number by the normal gravity value computed on the
 HW1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1986.degrees latitude (g = 980.6199 gals.).
 HW1986
 HW1986.The modeled gravity was interpolated from observed gravity values.
 HW1986
 HW1986;                    North         East    Units  Estimated Accuracy
 HW1986;SPC WV S     -   181,330.      698,220.      MT  (+/- 180 meters Scaled)
 HW1986
 HW1986                          SUPERSEDED SURVEY CONTROL
 HW1986
 HW1986  NGVD 29 (??/??/92) 1082.586  (m)         3551.78   (f) ADJ UNCH    2 0
 HW1986
 HW1986.Superseded values are not recommended for survey control.
 HW1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1986.See file dsdata.txt to determine how the superseded data were derived.
 HW1986
 HW1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC981761(NAD 83)
 HW1986_MARKER: DB = BENCH MARK DISK
 HW1986_SETTING: 80 = SET IN A BOULDER
 HW1986_STAMPING: X 254 1962
 HW1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1986+STABILITY: SURFACE MOTION
 HW1986
 HW1986  HISTORY     - Date     Condition        Report By
 HW1986  HISTORY     - 1962     MONUMENTED       CGS
 HW1986
 HW1986                          STATION DESCRIPTION
 HW1986
 HW1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1986'7.7 MI NW FROM DURBIN.
 HW1986'ABOUT 7.7 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 HW1986'OFFICE AT DURBIN, 0.2 MILE NORTHWEST OF A ROADSIDE PARK, ON THE
 HW1986'SOUTHWEST BANK OF SHAVER FORK RIVER, 39 FEET NORTHEAST OF CENTER
 HW1986'LINE OF HIGHWAY, ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY, AND
 HW1986'SET ON TOP OF NORTHEAST END OF A 15 FOOT LONG-BY-8 FEET WIDE
 HW1986'EMBEDDED BOULDER.  NOTE-- THIS MARK IS ALSO 0.8 MILE NORTHWEST
 HW1986'OF U.S. HIGHWAY 250 BRIDGE OVER SHAVERS FORK AT CHEAT BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0738 ***********************************************************************
 HX0738  DESIGNATION -  X 255
 HX0738  PID         -  HX0738
 HX0738  STATE/COUNTY-  WV/WEBSTER
 HX0738  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0738
 HX0738                         *CURRENT SURVEY CONTROL
 HX0738  ___________________________________________________________________
 HX0738* NAD 83(1986)-  38 22 23.     (N)    080 17 05.     (W)     SCALED    
 HX0738* NAVD 88     -       827.319  (meters)    2714.30   (feet)  ADJUSTED  
 HX0738  ___________________________________________________________________
 HX0738  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HX0738  DYNAMIC HT  -         826.653 (meters)    2712.11  (feet)  COMP
 HX0738  MODELED GRAV-     979,795.4   (mgal)                       NAVD 88
 HX0738
 HX0738  VERT ORDER  -  SECOND    CLASS 0
 HX0738
 HX0738.The horizontal coordinates were scaled from a topographic map and have
 HX0738.an estimated accuracy of +/- 6 seconds.
 HX0738
 HX0738.The orthometric height was determined by differential leveling
 HX0738.and adjusted by the National Geodetic Survey in June 1991..
 HX0738
 HX0738.The geoid height was determined by GEOID03.
 HX0738
 HX0738.The dynamic height is computed by dividing the NAVD 88
 HX0738.geopotential number by the normal gravity value computed on the
 HX0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0738.degrees latitude (g = 980.6199 gals.).
 HX0738
 HX0738.The modeled gravity was interpolated from observed gravity values.
 HX0738
 HX0738;                    North         East    Units  Estimated Accuracy
 HX0738;SPC WV S     -   152,640.      662,500.      MT  (+/- 180 meters Scaled)
 HX0738
 HX0738                          SUPERSEDED SURVEY CONTROL
 HX0738
 HX0738  NGVD 29 (??/??/92)  827.420  (m)         2714.63   (f) ADJ UNCH    2 0
 HX0738
 HX0738.Superseded values are not recommended for survey control.
 HX0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0738.See file dsdata.txt to determine how the superseded data were derived.
 HX0738
 HX0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC624474(NAD 83)
 HX0738_MARKER: DB = BENCH MARK DISK
 HX0738_SETTING: 66 = SET IN ROCK OUTCROP
 HX0738_SP_SET: EMBEDDED ROCK
 HX0738_STAMPING: X 255 1962
 HX0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0738+STABILITY: POSITION/ELEVATION WELL
 HX0738
 HX0738  HISTORY     - Date     Condition        Report By
 HX0738  HISTORY     - 1962     MONUMENTED       CGS
 HX0738
 HX0738                          STATION DESCRIPTION
 HX0738
 HX0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0738'14.4 MI SE FROM DYER.
 HX0738'14.4 MILES SOUTHEAST ALONG THE WILLIAMS RIVER ROAD AND U.S.
 HX0738'FORESTRY ROAD 86 FROM THE DYER METHODIST CHURCH AT DYER, AT THE
 HX0738'MOUTH OF ROCKLICK RUN, SET ON TOP AT THE NORTHWEST CORNER OF A
 HX0738'ROCK THAT IS ABOUT 3 1/2-BY 8-FOOT LONG AND 3 1/2 FEET HIGH THAT
 HX0738'IS IN THE APPROXIMATE CENTER OF SEVERAL EMBEDDED ROCKS, 32 FEET
 HX0738'SOUTH OF THE CENTER LINE OF THE ROAD, 0.3 FOOT SOUTHEAST OF THE
 HX0738'NORTHWEST CORNER OF THE ROCK, AND ABOUT 4 FEET ABOVE THE LEVEL
 HX0738'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0013 ***********************************************************************
 HX0013  DESIGNATION -  X 256
 HX0013  PID         -  HX0013
 HX0013  STATE/COUNTY-  WV/WEBSTER
 HX0013  USGS QUAD   -  SKELT (1982)
 HX0013
 HX0013                         *CURRENT SURVEY CONTROL
 HX0013  ___________________________________________________________________
 HX0013* NAD 83(1986)-  38 31 26.     (N)    080 17 37.     (W)     SCALED    
 HX0013* NAVD 88     -      1007.980  (meters)    3307.01   (feet)  ADJUSTED  
 HX0013  ___________________________________________________________________
 HX0013  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX0013  DYNAMIC HT  -        1007.151 (meters)    3304.29  (feet)  COMP
 HX0013  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 HX0013
 HX0013  VERT ORDER  -  SECOND    CLASS 0
 HX0013
 HX0013.The horizontal coordinates were scaled from a topographic map and have
 HX0013.an estimated accuracy of +/- 6 seconds.
 HX0013
 HX0013.The orthometric height was determined by differential leveling
 HX0013.and adjusted by the National Geodetic Survey in June 1991..
 HX0013
 HX0013.The geoid height was determined by GEOID03.
 HX0013
 HX0013.The dynamic height is computed by dividing the NAVD 88
 HX0013.geopotential number by the normal gravity value computed on the
 HX0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0013.degrees latitude (g = 980.6199 gals.).
 HX0013
 HX0013.The modeled gravity was interpolated from observed gravity values.
 HX0013
 HX0013;                    North         East    Units  Estimated Accuracy
 HX0013;SPC WV S     -   169,370.      661,600.      MT  (+/- 180 meters Scaled)
 HX0013
 HX0013                          SUPERSEDED SURVEY CONTROL
 HX0013
 HX0013  NGVD 29 (??/??/92) 1008.082  (m)         3307.35   (f) ADJ UNCH    2 0
 HX0013
 HX0013.Superseded values are not recommended for survey control.
 HX0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0013.See file dsdata.txt to determine how the superseded data were derived.
 HX0013
 HX0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC615641(NAD 83)
 HX0013_MARKER: DB = BENCH MARK DISK
 HX0013_SETTING: 80 = SET IN A BOULDER
 HX0013_SP_SET: BOULDER
 HX0013_STAMPING: X 256 1962
 HX0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0013+STABILITY: SURFACE MOTION
 HX0013
 HX0013  HISTORY     - Date     Condition        Report By
 HX0013  HISTORY     - 1962     MONUMENTED       CGS
 HX0013
 HX0013                          STATION DESCRIPTION
 HX0013
 HX0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0013'4.3 MI W FROM WANETA.
 HX0013'ABOUT 4.3 MILES WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0013'AT WANETA, ABOUT 0.5 MILE NORTHEAST OF GRAVEL ROAD JUNCTION
 HX0013'LEADING NORTH TO POINT MOUNTAIN FIRE TOWER, 41.6 FEET WEST OF CENTER
 HX0013'LINE OF HIGHWAY, ABOUT 22 FEET ABOVE LEVEL OF HIGHWAY, 2.6 FEET
 HX0013'WEST OF SOUTHEAST CORNER OF BOULDER, AND SET ON TOP OF A 27 FOOT
 HX0013'LONG-BY-17 FOOT WIDE-BY-2 1/2 FOOT HIGH AT SOUTH CORNER, BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0050 ***********************************************************************
 HX0050  DESIGNATION -  X 257
 HX0050  PID         -  HX0050
 HX0050  STATE/COUNTY-  WV/RANDOLPH
 HX0050  USGS QUAD   -  VALLEY HEAD (1995)
 HX0050
 HX0050                         *CURRENT SURVEY CONTROL
 HX0050  ___________________________________________________________________
 HX0050* NAD 83(1986)-  38 33 08.     (N)    080 02 14.     (W)     SCALED    
 HX0050* NAVD 88     -       716.079  (meters)    2349.34   (feet)  ADJUSTED  
 HX0050  ___________________________________________________________________
 HX0050  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HX0050  DYNAMIC HT  -         715.523 (meters)    2347.51  (feet)  COMP
 HX0050  MODELED GRAV-     979,827.2   (mgal)                       NAVD 88
 HX0050
 HX0050  VERT ORDER  -  FIRST     CLASS II
 HX0050
 HX0050.The horizontal coordinates were scaled from a topographic map and have
 HX0050.an estimated accuracy of +/- 6 seconds.
 HX0050
 HX0050.The orthometric height was determined by differential leveling
 HX0050.and adjusted by the National Geodetic Survey in June 1991..
 HX0050
 HX0050.The geoid height was determined by GEOID03.
 HX0050
 HX0050.The dynamic height is computed by dividing the NAVD 88
 HX0050.geopotential number by the normal gravity value computed on the
 HX0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0050.degrees latitude (g = 980.6199 gals.).
 HX0050
 HX0050.The modeled gravity was interpolated from observed gravity values.
 HX0050
 HX0050;                    North         East    Units  Estimated Accuracy
 HX0050;SPC WV S     -   172,720.      683,920.      MT  (+/- 180 meters Scaled)
 HX0050
 HX0050                          SUPERSEDED SURVEY CONTROL
 HX0050
 HX0050  NGVD 29 (??/??/92)  716.195  (m)         2349.72   (f) ADJ UNCH    1 2
 HX0050
 HX0050.Superseded values are not recommended for survey control.
 HX0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0050.See file dsdata.txt to determine how the superseded data were derived.
 HX0050
 HX0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC838675(NAD 83)
 HX0050_MARKER: DB = BENCH MARK DISK
 HX0050_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX0050_STAMPING: X 257 1962
 HX0050_MARK LOGO: CGS   
 HX0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0050+STABILITY: SURFACE MOTION
 HX0050
 HX0050  HISTORY     - Date     Condition        Report By
 HX0050  HISTORY     - 1962     MONUMENTED       CGS
 HX0050  HISTORY     - 1983     GOOD             NGS
 HX0050
 HX0050                          STATION DESCRIPTION
 HX0050
 HX0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0050'0.2 MI W FROM VALLEY HEAD.
 HX0050'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 HX0050'OF U.S. HIGHWAY AND STATE HIGHWAY 15 AT VALLEY HEAD, 16 FEET
 HX0050'SOUTHEAST OF CENTER LINE OF HIGHWAY, ABOUT LEVEL WITH HIGHWAY,
 HX0050'AND SET ON TOP OF THE WING WALL AT SOUTH CORNER OF A 145 FOOT
 HX0050'CONCRETE BRIDGE OVER TYGART VALLEY RIVER.
 HX0050
 HX0050                          STATION RECOVERY (1983)
 HX0050
 HX0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0176 ***********************************************************************
 HX0176  DESIGNATION -  X 258
 HX0176  PID         -  HX0176
 HX0176  STATE/COUNTY-  WV/WEBSTER
 HX0176  USGS QUAD   -  DIANA (1982)
 HX0176
 HX0176                         *CURRENT SURVEY CONTROL
 HX0176  ___________________________________________________________________
 HX0176* NAD 83(1986)-  38 33 47.     (N)    080 26 36.     (W)     SCALED    
 HX0176* NAVD 88     -       404.718  (meters)    1327.81   (feet)  ADJUSTED  
 HX0176  ___________________________________________________________________
 HX0176  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX0176  DYNAMIC HT  -         404.426 (meters)    1326.85  (feet)  COMP
 HX0176  MODELED GRAV-     979,895.9   (mgal)                       NAVD 88
 HX0176
 HX0176  VERT ORDER  -  SECOND    CLASS 0
 HX0176
 HX0176.The horizontal coordinates were scaled from a topographic map and have
 HX0176.an estimated accuracy of +/- 6 seconds.
 HX0176
 HX0176.The orthometric height was determined by differential leveling
 HX0176.and adjusted by the National Geodetic Survey in June 1991..
 HX0176
 HX0176.The geoid height was determined by GEOID03.
 HX0176
 HX0176.The dynamic height is computed by dividing the NAVD 88
 HX0176.geopotential number by the normal gravity value computed on the
 HX0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0176.degrees latitude (g = 980.6199 gals.).
 HX0176
 HX0176.The modeled gravity was interpolated from observed gravity values.
 HX0176
 HX0176;                    North         East    Units  Estimated Accuracy
 HX0176;SPC WV S     -   173,630.      648,510.      MT  (+/- 180 meters Scaled)
 HX0176
 HX0176                          SUPERSEDED SURVEY CONTROL
 HX0176
 HX0176  NGVD 29 (??/??/92)  404.880  (m)         1328.34   (f) ADJ UNCH    2 0
 HX0176
 HX0176.Superseded values are not recommended for survey control.
 HX0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0176.See file dsdata.txt to determine how the superseded data were derived.
 HX0176
 HX0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC484684(NAD 83)
 HX0176_MARKER: DB = BENCH MARK DISK
 HX0176_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0176_SP_SET: UNSPECIFIED ROCK
 HX0176_STAMPING: X 258 1962
 HX0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0176
 HX0176  HISTORY     - Date     Condition        Report By
 HX0176  HISTORY     - 1962     MONUMENTED       CGS
 HX0176
 HX0176                          STATION DESCRIPTION
 HX0176
 HX0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0176'0.2 MI E FROM DIANA.
 HX0176'ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0176'AT DIANA, ON THE INSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX0176'TO THE SOUTHEAST AND SOUTHWEST, SET ON TOP OF A ROCK THAT IS
 HX0176'ABOUT 12-BY 21-FOOT LONG, 67 FEET SOUTHWEST OF THE CENTER LINE
 HX0176'OF THE HIGHWAY, 141 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HX0176'SMALL FRAME HOUSE, 3 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 HX0176'ROCK, AND ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0249 ***********************************************************************
 HX0249  DESIGNATION -  X 259
 HX0249  PID         -  HX0249
 HX0249  STATE/COUNTY-  WV/WEBSTER
 HX0249  USGS QUAD   -  HACKER VALLEY (1967)
 HX0249
 HX0249                         *CURRENT SURVEY CONTROL
 HX0249  ___________________________________________________________________
 HX0249* NAD 83(1986)-  38 39 07.     (N)    080 28 44.     (W)     SCALED    
 HX0249* NAVD 88     -       325.169  (meters)    1066.83   (feet)  ADJUSTED  
 HX0249  ___________________________________________________________________
 HX0249  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HX0249  DYNAMIC HT  -         324.946 (meters)    1066.09  (feet)  COMP
 HX0249  MODELED GRAV-     979,932.2   (mgal)                       NAVD 88
 HX0249
 HX0249  VERT ORDER  -  SECOND    CLASS 0
 HX0249
 HX0249.The horizontal coordinates were scaled from a topographic map and have
 HX0249.an estimated accuracy of +/- 6 seconds.
 HX0249
 HX0249.The orthometric height was determined by differential leveling
 HX0249.and adjusted by the National Geodetic Survey in June 1991..
 HX0249
 HX0249.The geoid height was determined by GEOID03.
 HX0249
 HX0249.The dynamic height is computed by dividing the NAVD 88
 HX0249.geopotential number by the normal gravity value computed on the
 HX0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0249.degrees latitude (g = 980.6199 gals.).
 HX0249
 HX0249.The modeled gravity was interpolated from observed gravity values.
 HX0249
 HX0249;                    North         East    Units  Estimated Accuracy
 HX0249;SPC WV S     -   183,480.      645,360.      MT  (+/- 180 meters Scaled)
 HX0249
 HX0249                          SUPERSEDED SURVEY CONTROL
 HX0249
 HX0249  NGVD 29 (??/??/92)  325.346  (m)         1067.41   (f) ADJ UNCH    2 0
 HX0249
 HX0249.Superseded values are not recommended for survey control.
 HX0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0249.See file dsdata.txt to determine how the superseded data were derived.
 HX0249
 HX0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC453782(NAD 83)
 HX0249_MARKER: DB = BENCH MARK DISK
 HX0249_SETTING: 80 = SET IN A BOULDER
 HX0249_SP_SET: BOULDER
 HX0249_STAMPING: X 259 1962
 HX0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0249+STABILITY: SURFACE MOTION
 HX0249
 HX0249  HISTORY     - Date     Condition        Report By
 HX0249  HISTORY     - 1962     MONUMENTED       CGS
 HX0249
 HX0249                          STATION DESCRIPTION
 HX0249
 HX0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0249'1.5 MI NW FROM GUARDIAN.
 HX0249'ABOUT 1.5 MILES NORTHWEST ALONG THE HOLLY RIVER ROAD THAT FOLLOWS
 HX0249'ALONG THE RIGHT FORK OF THE HOLLY RIVER FROM THE POST OFFICE
 HX0249'AT GUARDIAN, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX0249'TO THE SOUTH AND NORTHWEST, SET VERTICALLY IN THE SOUTHWEST FACE
 HX0249'OF AN EMBEDDED BOULDER THAT IS PART OF A ROCK CLIFF, 29 FEET
 HX0249'NORTHEAST OF THE CENTER LINE OF THE ROAD, 105 FEET SOUTHEAST OF A
 HX0249'36-INCH CULVERT FOR A RAVINE, 48 FEET SOUTHEAST OF THE NORTHWEST
 HX0249'END OF THE ROCK CLIFF, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HX0249'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0951 ***********************************************************************
 JW0951  DESIGNATION -  X 26
 JW0951  PID         -  JW0951
 JW0951  STATE/COUNTY-  WV/MONONGALIA
 JW0951  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0951
 JW0951                         *CURRENT SURVEY CONTROL
 JW0951  ___________________________________________________________________
 JW0951* NAD 83(1986)-  39 40 32.     (N)    079 58 49.     (W)     SCALED    
 JW0951* NAVD 88     -       247.397  (meters)     811.67   (feet)  ADJUSTED  
 JW0951  ___________________________________________________________________
 JW0951  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JW0951  DYNAMIC HT  -         247.250 (meters)     811.19  (feet)  COMP
 JW0951  MODELED GRAV-     980,030.7   (mgal)                       NAVD 88
 JW0951
 JW0951  VERT ORDER  -  SECOND    CLASS 0
 JW0951
 JW0951.The horizontal coordinates were scaled from a topographic map and have
 JW0951.an estimated accuracy of +/- 6 seconds.
 JW0951
 JW0951.The orthometric height was determined by differential leveling
 JW0951.and adjusted by the National Geodetic Survey in June 1991..
 JW0951
 JW0951.The geoid height was determined by GEOID03.
 JW0951
 JW0951.The dynamic height is computed by dividing the NAVD 88
 JW0951.geopotential number by the normal gravity value computed on the
 JW0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0951.degrees latitude (g = 980.6199 gals.).
 JW0951
 JW0951.The modeled gravity was interpolated from observed gravity values.
 JW0951
 JW0951;                    North         East    Units  Estimated Accuracy
 JW0951;SPC WV N     -   130,620.      558,800.      MT  (+/- 180 meters Scaled)
 JW0951
 JW0951                          SUPERSEDED SURVEY CONTROL
 JW0951
 JW0951  NGVD 29 (??/??/92)  247.518  (m)          812.07   (f) ADJ UNCH    2 0
 JW0951
 JW0951.Superseded values are not recommended for survey control.
 JW0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0951.See file dsdata.txt to determine how the superseded data were derived.
 JW0951
 JW0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND874922(NAD 83)
 JW0951_MARKER: DB = BENCH MARK DISK
 JW0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0951_STAMPING: X 26 1935
 JW0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0951+STABILITY: SURFACE MOTION
 JW0951
 JW0951  HISTORY     - Date     Condition        Report By
 JW0951  HISTORY     - 1935     MONUMENTED       CGS
 JW0951
 JW0951                          STATION DESCRIPTION
 JW0951
 JW0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0951'AT MAIDSVILLE.
 JW0951'AT MAIDSVILLE, MONONGALIA COUNTY, ON U.S. HIGHWAY 19, 20 FEET
 JW0951'SOUTHEAST OF A SIGN MAIDSVILLE UNINCORPORATED TOWN LIMITS, 28
 JW0951'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 25 FEET WEST
 JW0951'OF MONONGAHELA RIVER.  A STANDARD DISK, STAMPED X 26 1935 AND
 JW0951'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0284 ***********************************************************************
 HX0284  DESIGNATION -  X 260
 HX0284  PID         -  HX0284
 HX0284  STATE/COUNTY-  WV/RANDOLPH
 HX0284  USGS QUAD   -  SAMP (1995)
 HX0284
 HX0284                         *CURRENT SURVEY CONTROL
 HX0284  ___________________________________________________________________
 HX0284* NAD 83(1986)-  38 37 00.     (N)    080 13 44.     (W)     SCALED    
 HX0284* NAVD 88     -       969.078  (meters)    3179.38   (feet)  ADJUSTED  
 HX0284  ___________________________________________________________________
 HX0284  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HX0284  DYNAMIC HT  -         968.326 (meters)    3176.92  (feet)  COMP
 HX0284  MODELED GRAV-     979,817.7   (mgal)                       NAVD 88
 HX0284
 HX0284  VERT ORDER  -  SECOND    CLASS 0
 HX0284
 HX0284.The horizontal coordinates were scaled from a topographic map and have
 HX0284.an estimated accuracy of +/- 6 seconds.
 HX0284
 HX0284.The orthometric height was determined by differential leveling
 HX0284.and adjusted by the National Geodetic Survey in June 1991..
 HX0284
 HX0284.The geoid height was determined by GEOID03.
 HX0284
 HX0284.The dynamic height is computed by dividing the NAVD 88
 HX0284.geopotential number by the normal gravity value computed on the
 HX0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0284.degrees latitude (g = 980.6199 gals.).
 HX0284
 HX0284.The modeled gravity was interpolated from observed gravity values.
 HX0284
 HX0284;                    North         East    Units  Estimated Accuracy
 HX0284;SPC WV S     -   179,710.      667,150.      MT  (+/- 180 meters Scaled)
 HX0284
 HX0284                          SUPERSEDED SURVEY CONTROL
 HX0284
 HX0284  NGVD 29 (??/??/92)  969.220  (m)         3179.85   (f) ADJ UNCH    2 0
 HX0284
 HX0284.Superseded values are not recommended for survey control.
 HX0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0284.See file dsdata.txt to determine how the superseded data were derived.
 HX0284
 HX0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC671745(NAD 83)
 HX0284_MARKER: DB = BENCH MARK DISK
 HX0284_SETTING: 80 = SET IN A BOULDER
 HX0284_SP_SET: BOULDER
 HX0284_STAMPING: X 260 1962
 HX0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0284+STABILITY: SURFACE MOTION
 HX0284
 HX0284  HISTORY     - Date     Condition        Report By
 HX0284  HISTORY     - 1962     MONUMENTED       CGS
 HX0284
 HX0284                          STATION DESCRIPTION
 HX0284
 HX0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0284'3.3 MI SW FROM PICKENS.
 HX0284'ABOUT 3.3 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO SKELT
 HX0284'FROM THE POST OFFICE AT PICKENS, AT THE NORTHEAST CORNER OF A
 HX0284'HAY FIELD, SET ON TOP OF A ROCK BOULDER THAT IS ABOUT 7-BY
 HX0284'15-FOOT LONG, 36 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 HX0284'52 1/2 FEET SOUTHWEST OF THE NORTHEAST END OF A WOODEN GATE, 1
 HX0284'FOOT WEST OF THE EAST EDGE OF THE ROCK, 18 FEET SOUTH OF A WIRE
 HX0284'FENCE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0298 ***********************************************************************
 HX0298  DESIGNATION -  X 261
 HX0298  PID         -  HX0298
 HX0298  STATE/COUNTY-  WV/WEBSTER
 HX0298  USGS QUAD   -  GOSHEN (1987)
 HX0298
 HX0298                         *CURRENT SURVEY CONTROL
 HX0298  ___________________________________________________________________
 HX0298* NAD 83(1986)-  38 39 59.     (N)    080 16 08.     (W)     SCALED    
 HX0298* NAVD 88     -       885.350  (meters)    2904.69   (feet)  ADJUSTED  
 HX0298  ___________________________________________________________________
 HX0298  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HX0298  DYNAMIC HT  -         884.666 (meters)    2902.44  (feet)  COMP
 HX0298  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 HX0298
 HX0298  VERT ORDER  -  SECOND    CLASS 0
 HX0298
 HX0298.The horizontal coordinates were scaled from a topographic map and have
 HX0298.an estimated accuracy of +/- 6 seconds.
 HX0298
 HX0298.The orthometric height was determined by differential leveling
 HX0298.and adjusted by the National Geodetic Survey in June 1991..
 HX0298
 HX0298.The geoid height was determined by GEOID03.
 HX0298
 HX0298.The dynamic height is computed by dividing the NAVD 88
 HX0298.geopotential number by the normal gravity value computed on the
 HX0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0298.degrees latitude (g = 980.6199 gals.).
 HX0298
 HX0298.The modeled gravity was interpolated from observed gravity values.
 HX0298
 HX0298;                    North         East    Units  Estimated Accuracy
 HX0298;SPC WV S     -   185,210.      663,630.      MT  (+/- 180 meters Scaled)
 HX0298
 HX0298                          SUPERSEDED SURVEY CONTROL
 HX0298
 HX0298  NGVD 29 (??/??/92)  885.482  (m)         2905.12   (f) ADJ UNCH    2 0
 HX0298
 HX0298.Superseded values are not recommended for survey control.
 HX0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0298.See file dsdata.txt to determine how the superseded data were derived.
 HX0298
 HX0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC636800(NAD 83)
 HX0298_MARKER: DB = BENCH MARK DISK
 HX0298_SETTING: 66 = SET IN ROCK OUTCROP
 HX0298_SP_SET: ROCK BANK
 HX0298_STAMPING: X 261 1962
 HX0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0298+STABILITY: POSITION/ELEVATION WELL
 HX0298
 HX0298  HISTORY     - Date     Condition        Report By
 HX0298  HISTORY     - 1962     MONUMENTED       CGS
 HX0298
 HX0298                          STATION DESCRIPTION
 HX0298
 HX0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0298'4.5 MI W FROM PICKENS.
 HX0298'ABOUT 4.5 MILES NORTHWEST AND THEN WEST ALONG A GRAVEL ROAD FROM
 HX0298'THE POST OFFICE AT PICKENS, ON THE INSIDE OF A CURVE WITH THE
 HX0298'TANGENTS EXTENDING TO THE NORTH AND SOUTHEAST, SET ON TOP OF A
 HX0298'ROCK THAT IS ABOUT 15 FEET LONG AND FORMS A PART OF THE ROAD
 HX0298'BANK, 15 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 0.9
 HX0298'FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK, AND ABOUT
 HX0298'2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0240 ***********************************************************************
 HX0240  DESIGNATION -  X 262
 HX0240  PID         -  HX0240
 HX0240  STATE/COUNTY-  WV/WEBSTER
 HX0240  USGS QUAD   -  HACKER VALLEY (1967)
 HX0240
 HX0240                         *CURRENT SURVEY CONTROL
 HX0240  ___________________________________________________________________
 HX0240* NAD 83(1986)-  38 40 09.     (N)    080 29 35.     (W)     SCALED    
 HX0240* NAVD 88     -       305.504  (meters)    1002.31   (feet)  ADJUSTED  
 HX0240  ___________________________________________________________________
 HX0240  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HX0240  DYNAMIC HT  -         305.295 (meters)    1001.62  (feet)  COMP
 HX0240  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 HX0240
 HX0240  VERT ORDER  -  SECOND    CLASS 0
 HX0240
 HX0240.The horizontal coordinates were scaled from a topographic map and have
 HX0240.an estimated accuracy of +/- 6 seconds.
 HX0240
 HX0240.The orthometric height was determined by differential leveling
 HX0240.and adjusted by the National Geodetic Survey in June 1991..
 HX0240
 HX0240.The geoid height was determined by GEOID03.
 HX0240
 HX0240.The dynamic height is computed by dividing the NAVD 88
 HX0240.geopotential number by the normal gravity value computed on the
 HX0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0240.degrees latitude (g = 980.6199 gals.).
 HX0240
 HX0240.The modeled gravity was interpolated from observed gravity values.
 HX0240
 HX0240;                    North         East    Units  Estimated Accuracy
 HX0240;SPC WV S     -   185,380.      644,120.      MT  (+/- 180 meters Scaled)
 HX0240
 HX0240                          SUPERSEDED SURVEY CONTROL
 HX0240
 HX0240  NGVD 29 (??/??/92)  305.685  (m)         1002.90   (f) ADJ UNCH    2 0
 HX0240
 HX0240.Superseded values are not recommended for survey control.
 HX0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0240.See file dsdata.txt to determine how the superseded data were derived.
 HX0240
 HX0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC441801(NAD 83)
 HX0240_MARKER: DB = BENCH MARK DISK
 HX0240_SETTING: 66 = SET IN ROCK OUTCROP
 HX0240_SP_SET: ROCK PROJECTION
 HX0240_STAMPING: X 262 1962
 HX0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0240+STABILITY: POSITION/ELEVATION WELL
 HX0240
 HX0240  HISTORY     - Date     Condition        Report By
 HX0240  HISTORY     - 1962     MONUMENTED       CGS
 HX0240
 HX0240                          STATION DESCRIPTION
 HX0240
 HX0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0240'7.3 MI E FROM NEWVILLE.
 HX0240'ABOUT 3.6 MILES EAST ALONG A ROAD THAT LEADS TO KANAWHA CAMP
 HX0240'FROM THE POST OFFICE AT NEWVILLE, THENCE 3.7 MILES NORTHEAST
 HX0240'AND THEN EAST ALONG THE HOLLY RIVER ROAD THAT FOLLOWS ALONG THE
 HX0240'LEFT FORK OF THE HOLLY RIVER, SET ON TOP OF A ROCK THAT IS ABOUT
 HX0240'10-FEET LONG AND 8-FEET WIDE AND PROJECTING OUT OF THE SOUTH
 HX0240'BANK OF THE LEFT FORK OF THE HOLLY RIVER, 87 FEET SOUTH OF THE
 HX0240'CENTER LINE OF THE ROAD, 0.6 FOOT EAST OF THE WEST EDGE OF THE
 HX0240'ROCK, AND ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1583 ***********************************************************************
 HX1583  DESIGNATION -  X 263
 HX1583  PID         -  HX1583
 HX1583  STATE/COUNTY-  WV/WEBSTER
 HX1583  USGS QUAD   -  ERBACON (1976)
 HX1583
 HX1583                         *CURRENT SURVEY CONTROL
 HX1583  ___________________________________________________________________
 HX1583* NAD 83(1986)-  38 34 20.     (N)    080 34 52.     (W)     SCALED    
 HX1583* NAVD 88     -       363.232  (meters)    1191.70   (feet)  ADJUSTED  
 HX1583  ___________________________________________________________________
 HX1583  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 HX1583  DYNAMIC HT  -         362.974 (meters)    1190.86  (feet)  COMP
 HX1583  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 HX1583
 HX1583  VERT ORDER  -  SECOND    CLASS 0
 HX1583
 HX1583.The horizontal coordinates were scaled from a topographic map and have
 HX1583.an estimated accuracy of +/- 6 seconds.
 HX1583
 HX1583.The orthometric height was determined by differential leveling
 HX1583.and adjusted by the National Geodetic Survey in June 1991..
 HX1583
 HX1583.The geoid height was determined by GEOID03.
 HX1583
 HX1583.The dynamic height is computed by dividing the NAVD 88
 HX1583.geopotential number by the normal gravity value computed on the
 HX1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1583.degrees latitude (g = 980.6199 gals.).
 HX1583
 HX1583.The modeled gravity was interpolated from observed gravity values.
 HX1583
 HX1583;                    North         East    Units  Estimated Accuracy
 HX1583;SPC WV S     -   174,580.      636,500.      MT  (+/- 180 meters Scaled)
 HX1583
 HX1583                          SUPERSEDED SURVEY CONTROL
 HX1583
 HX1583  NGVD 29 (??/??/92)  363.411  (m)         1192.29   (f) ADJ UNCH    2 0
 HX1583
 HX1583.Superseded values are not recommended for survey control.
 HX1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1583.See file dsdata.txt to determine how the superseded data were derived.
 HX1583
 HX1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC364693(NAD 83)
 HX1583_MARKER: DB = BENCH MARK DISK
 HX1583_SETTING: 80 = SET IN A BOULDER
 HX1583_SP_SET: BOULDER
 HX1583_STAMPING: X 263 1962
 HX1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1583+STABILITY: SURFACE MOTION
 HX1583
 HX1583  HISTORY     - Date     Condition        Report By
 HX1583  HISTORY     - 1962     MONUMENTED       CGS
 HX1583
 HX1583                          STATION DESCRIPTION
 HX1583
 HX1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1583'5 MI N FROM ERBACON.
 HX1583'ABOUT 4.95 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1583'FROM THE POST OFFICE AT ERBACON, ABOUT 3.7 MILES SOUTH ALONG
 HX1583'THE BALTIMORE AND OHIO RAILROAD FROM THE STATION AT CENTRALIA,
 HX1583'213 FEET SOUTHEAST OF MILEAGE POLE 101-30, 36 FEET SOUTHWEST OF
 HX1583'SOUTHWEST RAIL, 9 FEET NORTHEAST OF NORTHEAST BANK OF LAUREL
 HX1583'CREEK, ABOUT 10 FEET BELOW LEVEL OF TRACK, AND SET ON TOP OF A
 HX1583'30 FOOT LONG-BY-18 FOOT WIDE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1553 ***********************************************************************
 HX1553  DESIGNATION -  X 264
 HX1553  PID         -  HX1553
 HX1553  STATE/COUNTY-  WV/BRAXTON
 HX1553  USGS QUAD   -  SUTTON (1976)
 HX1553
 HX1553                         *CURRENT SURVEY CONTROL
 HX1553  ___________________________________________________________________
 HX1553* NAD 83(1986)-  38 42 43.     (N)    080 38 25.     (W)     SCALED    
 HX1553* NAVD 88     -       320.615  (meters)    1051.88   (feet)  ADJUSTED  
 HX1553  ___________________________________________________________________
 HX1553  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HX1553  DYNAMIC HT  -         320.397 (meters)    1051.17  (feet)  COMP
 HX1553  MODELED GRAV-     979,938.2   (mgal)                       NAVD 88
 HX1553
 HX1553  VERT ORDER  -  SECOND    CLASS 0
 HX1553
 HX1553.The horizontal coordinates were scaled from a topographic map and have
 HX1553.an estimated accuracy of +/- 6 seconds.
 HX1553
 HX1553.The orthometric height was determined by differential leveling
 HX1553.and adjusted by the National Geodetic Survey in June 1991..
 HX1553
 HX1553.The geoid height was determined by GEOID03.
 HX1553
 HX1553.The dynamic height is computed by dividing the NAVD 88
 HX1553.geopotential number by the normal gravity value computed on the
 HX1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1553.degrees latitude (g = 980.6199 gals.).
 HX1553
 HX1553.The modeled gravity was interpolated from observed gravity values.
 HX1553
 HX1553;                    North         East    Units  Estimated Accuracy
 HX1553;SPC WV S     -   190,070.      631,290.      MT  (+/- 180 meters Scaled)
 HX1553
 HX1553                          SUPERSEDED SURVEY CONTROL
 HX1553
 HX1553  NGVD 29 (??/??/92)  320.798  (m)         1052.48   (f) ADJ UNCH    2 0
 HX1553
 HX1553.Superseded values are not recommended for survey control.
 HX1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1553.See file dsdata.txt to determine how the superseded data were derived.
 HX1553
 HX1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC312848(NAD 83)
 HX1553_MARKER: DB = BENCH MARK DISK
 HX1553_SETTING: 66 = SET IN ROCK OUTCROP
 HX1553_SP_SET: ROCK CUT
 HX1553_STAMPING: X 264 1962
 HX1553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1553+STABILITY: POSITION/ELEVATION WELL
 HX1553
 HX1553  HISTORY     - Date     Condition        Report By
 HX1553  HISTORY     - 1962     MONUMENTED       CGS
 HX1553
 HX1553                          STATION DESCRIPTION
 HX1553
 HX1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1553'1 MI SE FROM FLATWOODS.
 HX1553'ABOUT 1.0 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1553'FROM THE STATION AT FLATWOODS, AT A DIRT ROAD CROSSING, 149
 HX1553'FEET NORTH OF CENTER OF CROSSING, SET VERTICALLY IN THE
 HX1553'SOUTHWEST FACE OF A ROCK CUT, 28 FEET NORTHWEST OF SOUTHEAST
 HX1553'END OF CUT, 18 FEET NORTHEAST OF NORTHEAST RAIL, ABOUT 1 FOOT
 HX1553'ABOVE TRACK, AND ABOUT 2.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2134 ***********************************************************************
 HW2134  DESIGNATION -  X 265
 HW2134  PID         -  HW2134
 HW2134  STATE/COUNTY-  WV/RANDOLPH
 HW2134  USGS QUAD   -  SNYDER KNOB (1995)
 HW2134
 HW2134                         *CURRENT SURVEY CONTROL
 HW2134  ___________________________________________________________________
 HW2134* NAD 83(1986)-  38 36 02.     (N)    079 52 55.     (W)     SCALED    
 HW2134* NAVD 88     -      1087.012  (meters)    3566.31   (feet)  ADJUSTED  
 HW2134  ___________________________________________________________________
 HW2134  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HW2134  DYNAMIC HT  -        1086.111 (meters)    3563.35  (feet)  COMP
 HW2134  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 HW2134
 HW2134  VERT ORDER  -  SECOND    CLASS 0
 HW2134
 HW2134.The horizontal coordinates were scaled from a topographic map and have
 HW2134.an estimated accuracy of +/- 6 seconds.
 HW2134
 HW2134.The orthometric height was determined by differential leveling
 HW2134.and adjusted by the National Geodetic Survey in June 1991..
 HW2134
 HW2134.The geoid height was determined by GEOID03.
 HW2134
 HW2134.The dynamic height is computed by dividing the NAVD 88
 HW2134.geopotential number by the normal gravity value computed on the
 HW2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2134.degrees latitude (g = 980.6199 gals.).
 HW2134
 HW2134.The modeled gravity was interpolated from observed gravity values.
 HW2134
 HW2134;                    North         East    Units  Estimated Accuracy
 HW2134;SPC WV S     -   178,230.      697,390.      MT  (+/- 180 meters Scaled)
 HW2134
 HW2134                          SUPERSEDED SURVEY CONTROL
 HW2134
 HW2134  NGVD 29 (??/??/92) 1087.072  (m)         3566.50   (f) ADJ UNCH    2 0
 HW2134
 HW2134.Superseded values are not recommended for survey control.
 HW2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2134.See file dsdata.txt to determine how the superseded data were derived.
 HW2134
 HW2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC973730(NAD 83)
 HW2134_MARKER: DB = BENCH MARK DISK
 HW2134_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2134_STAMPING: X 265 1962
 HW2134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2134
 HW2134  HISTORY     - Date     Condition        Report By
 HW2134  HISTORY     - 1962     MONUMENTED       CGS
 HW2134
 HW2134                          STATION DESCRIPTION
 HW2134
 HW2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2134'1.4 MI SW FROM CHEAT BRIDGE.
 HW2134'ABOUT 1.4 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM
 HW2134'THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE, ABOUT 0.1
 HW2134'MILE SOUTHWEST OF MILEPOST C 25, ON TOP OF THE SOUTHEAST CORNER
 HW2134'OF A EMBEDDED ROCK THAT IS 5-BY 10-FOOT LONG, 12 FEET NORTHWEST
 HW2134'OF THE NORTHWEST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 HW2134'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1497 ***********************************************************************
 HX1497  DESIGNATION -  X 266
 HX1497  PID         -  HX1497
 HX1497  STATE/COUNTY-  WV/BRAXTON
 HX1497  USGS QUAD   -  BURNSVILLE (1989)
 HX1497
 HX1497                         *CURRENT SURVEY CONTROL
 HX1497  ___________________________________________________________________
 HX1497* NAD 83(1986)-  38 46 19.     (N)    080 38 19.     (W)     SCALED    
 HX1497* NAVD 88     -       255.365  (meters)     837.81   (feet)  ADJUSTED  
 HX1497  ___________________________________________________________________
 HX1497  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HX1497  DYNAMIC HT  -         255.197 (meters)     837.26  (feet)  COMP
 HX1497  MODELED GRAV-     979,962.2   (mgal)                       NAVD 88
 HX1497
 HX1497  VERT ORDER  -  SECOND    CLASS 0
 HX1497
 HX1497.The horizontal coordinates were scaled from a topographic map and have
 HX1497.an estimated accuracy of +/- 6 seconds.
 HX1497
 HX1497.The orthometric height was determined by differential leveling
 HX1497.and adjusted by the National Geodetic Survey in June 1991..
 HX1497
 HX1497.The geoid height was determined by GEOID03.
 HX1497
 HX1497.The dynamic height is computed by dividing the NAVD 88
 HX1497.geopotential number by the normal gravity value computed on the
 HX1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1497.degrees latitude (g = 980.6199 gals.).
 HX1497
 HX1497.The modeled gravity was interpolated from observed gravity values.
 HX1497
 HX1497;                    North         East    Units  Estimated Accuracy
 HX1497;SPC WV S     -   196,730.      631,410.      MT  (+/- 180 meters Scaled)
 HX1497
 HX1497                          SUPERSEDED SURVEY CONTROL
 HX1497
 HX1497  NGVD 29 (??/??/92)  255.565  (m)          838.47   (f) ADJ UNCH    2 0
 HX1497
 HX1497.Superseded values are not recommended for survey control.
 HX1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1497.See file dsdata.txt to determine how the superseded data were derived.
 HX1497
 HX1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC313915(NAD 83)
 HX1497_MARKER: DB = BENCH MARK DISK
 HX1497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1497_SP_SET: PIER
 HX1497_STAMPING: X 266 1962
 HX1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1497
 HX1497  HISTORY     - Date     Condition        Report By
 HX1497  HISTORY     - 1962     MONUMENTED       CGS
 HX1497
 HX1497                          STATION DESCRIPTION
 HX1497
 HX1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1497'0.8 MI N FROM HEATERS.
 HX1497'ABOUT 0.85 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1497'THE STATION AT HEATERS, ABOUT 0.1 MILE NORTH OF A BLACK TOP ROAD
 HX1497'CROSSING, AT BRIDGE 810 OVER O BRIEN FORK, SET ON TOP OF THE
 HX1497'FIRST PIER NORTH OF THE SOUTH ABUTMENT OF THE BRIDGE, 6 FEET
 HX1497'WEST OF THE WEST RAIL, AND ABOUT 5 FEET BELOW THE LEVEL OF THE
 HX1497'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0157 ***********************************************************************
 HX0157  DESIGNATION -  X 267
 HX0157  PID         -  HX0157
 HX0157  STATE/COUNTY-  WV/LEWIS
 HX0157  USGS QUAD   -  WALKERSVILLE (1976)
 HX0157
 HX0157                         *CURRENT SURVEY CONTROL
 HX0157  ___________________________________________________________________
 HX0157* NAD 83(1986)-  38 50 16.     (N)    080 24 35.     (W)     SCALED    
 HX0157* NAVD 88     -       404.413  (meters)    1326.81   (feet)  ADJUSTED  
 HX0157  ___________________________________________________________________
 HX0157  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HX0157  DYNAMIC HT  -         404.136 (meters)    1325.90  (feet)  COMP
 HX0157  MODELED GRAV-     979,932.8   (mgal)                       NAVD 88
 HX0157
 HX0157  VERT ORDER  -  SECOND    CLASS 0
 HX0157
 HX0157.The horizontal coordinates were scaled from a topographic map and have
 HX0157.an estimated accuracy of +/- 6 seconds.
 HX0157
 HX0157.The orthometric height was determined by differential leveling
 HX0157.and adjusted by the National Geodetic Survey in June 1991..
 HX0157
 HX0157.The geoid height was determined by GEOID03.
 HX0157
 HX0157.The dynamic height is computed by dividing the NAVD 88
 HX0157.geopotential number by the normal gravity value computed on the
 HX0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0157.degrees latitude (g = 980.6199 gals.).
 HX0157
 HX0157.The modeled gravity was interpolated from observed gravity values.
 HX0157
 HX0157;                    North         East    Units  Estimated Accuracy
 HX0157;SPC WV S     -   204,140.      651,250.      MT  (+/- 180 meters Scaled)
 HX0157
 HX0157                          SUPERSEDED SURVEY CONTROL
 HX0157
 HX0157  NGVD 29 (??/??/92)  404.596  (m)         1327.41   (f) ADJ UNCH    2 0
 HX0157
 HX0157.Superseded values are not recommended for survey control.
 HX0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0157.See file dsdata.txt to determine how the superseded data were derived.
 HX0157
 HX0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC512989(NAD 83)
 HX0157_MARKER: DB = BENCH MARK DISK
 HX0157_SETTING: 66 = SET IN ROCK OUTCROP
 HX0157_SP_SET: ROCK CLIFF
 HX0157_STAMPING: X 267 1962
 HX0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0157+STABILITY: POSITION/ELEVATION WELL
 HX0157
 HX0157  HISTORY     - Date     Condition        Report By
 HX0157  HISTORY     - 1962     MONUMENTED       CGS
 HX0157
 HX0157                          STATION DESCRIPTION
 HX0157
 HX0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0157'3.9 MI NE FROM IRELAND.
 HX0157'ABOUT 0.2 MILE NORTHWEST ALONG COUNTY ROAD 50 FROM THE POST
 HX0157'OFFICE AT IRELAND, THENCE ABOUT 1.5 MILES NORTHEAST ALONG STATE
 HX0157'HIGHWAY 4 AND U.S. HIGHWAY 19, THENCE ABOUT 2.2 MILES EAST
 HX0157'ALONG STATE HIGHWAY 4, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS
 HX0157'EXTENDING TO THE SOUTHWEST AND SOUTHEAST, SET VERTICALLY IN THE
 HX0157'NORTH FACE OF A ROCK CLIFF THAT IS ABOUT 170 FEET LONG AND 16
 HX0157'FEET HIGH, 20 FEET WEST OF THE EAST END OF THE CLIFF, 26 FEET
 HX0157'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 1/2 FEET
 HX0157'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS BENCH MARK CAN ALSO
 HX0157'BE REACHED BY GOING ABOUT 4.8 MILES WEST ALONG STATE HIGHWAY
 HX0157'4 FROM THE POST OFFICE AT ROCK CAVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0230 ***********************************************************************
 HX0230  DESIGNATION -  X 268
 HX0230  PID         -  HX0230
 HX0230  STATE/COUNTY-  WV/WEBSTER
 HX0230  USGS QUAD   -  WALKERSVILLE (1976)
 HX0230
 HX0230                         *CURRENT SURVEY CONTROL
 HX0230  ___________________________________________________________________
 HX0230* NAD 83(1986)-  38 45 13.     (N)    080 25 54.     (W)     SCALED    
 HX0230* NAVD 88     -       345.728  (meters)    1134.28   (feet)  ADJUSTED  
 HX0230  ___________________________________________________________________
 HX0230  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HX0230  DYNAMIC HT  -         345.491 (meters)    1133.50  (feet)  COMP
 HX0230  MODELED GRAV-     979,933.3   (mgal)                       NAVD 88
 HX0230
 HX0230  VERT ORDER  -  SECOND    CLASS 0
 HX0230
 HX0230.The horizontal coordinates were scaled from a topographic map and have
 HX0230.an estimated accuracy of +/- 6 seconds.
 HX0230
 HX0230.The orthometric height was determined by differential leveling
 HX0230.and adjusted by the National Geodetic Survey in June 1991..
 HX0230
 HX0230.The geoid height was determined by GEOID03.
 HX0230
 HX0230.The dynamic height is computed by dividing the NAVD 88
 HX0230.geopotential number by the normal gravity value computed on the
 HX0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0230.degrees latitude (g = 980.6199 gals.).
 HX0230
 HX0230.The modeled gravity was interpolated from observed gravity values.
 HX0230
 HX0230;                    North         East    Units  Estimated Accuracy
 HX0230;SPC WV S     -   194,790.      649,400.      MT  (+/- 180 meters Scaled)
 HX0230
 HX0230                          SUPERSEDED SURVEY CONTROL
 HX0230
 HX0230  NGVD 29 (??/??/92)  345.909  (m)         1134.87   (f) ADJ UNCH    2 0
 HX0230
 HX0230.Superseded values are not recommended for survey control.
 HX0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0230.See file dsdata.txt to determine how the superseded data were derived.
 HX0230
 HX0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC493895(NAD 83)
 HX0230_MARKER: DB = BENCH MARK DISK
 HX0230_SETTING: 66 = SET IN ROCK OUTCROP
 HX0230_SP_SET: ROCK
 HX0230_STAMPING: X 268 1962
 HX0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0230+STABILITY: POSITION/ELEVATION WELL
 HX0230
 HX0230  HISTORY     - Date     Condition        Report By
 HX0230  HISTORY     - 1962     MONUMENTED       CGS
 HX0230
 HX0230                          STATION DESCRIPTION
 HX0230
 HX0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0230'3.9 MI NW FROM CLEVELAND.
 HX0230'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0230'AT CLEVELAND, THENCE ABOUT 3.8 MILES NORTHWEST ALONG A GRAVEL
 HX0230'ROAD THAT FOLLOWS ALONG THE WEBSTER AND LEWIS COUNTY LINE, AT
 HX0230'THE SUMMIT OF A SMALL HILL, SET ON TOP OF A LARGE ROCK THAT IS
 HX0230'12-BY 24-FOOT LONG AND 6-FOOT HIGH, AT THE NORTHWEST CORNER OF
 HX0230'THE ROCK, 52 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 HX0230'2 FEET BELOW THE LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK CAN
 HX0230'ALSO BE REACHED BY GOING ABOUT 0.3 MILE SOUTHEAST ALONG A GRAVEL
 HX0230'ROAD THAT FOLLOWS ALONG THE WEBSTER AND LEWIS COUNTY LINE FROM THE
 HX0230'POST OFFICE AT WILDCAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0197 ***********************************************************************
 HX0197  DESIGNATION -  X 269
 HX0197  PID         -  HX0197
 HX0197  STATE/COUNTY-  WV/WEBSTER
 HX0197  USGS QUAD   -  HACKER VALLEY (1967)
 HX0197
 HX0197                         *CURRENT SURVEY CONTROL
 HX0197  ___________________________________________________________________
 HX0197* NAD 83(1986)-  38 41 14.     (N)    080 22 50.     (W)     SCALED    
 HX0197* NAVD 88     -       501.871  (meters)    1646.56   (feet)  ADJUSTED  
 HX0197  ___________________________________________________________________
 HX0197  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HX0197  DYNAMIC HT  -         501.519 (meters)    1645.40  (feet)  COMP
 HX0197  MODELED GRAV-     979,909.4   (mgal)                       NAVD 88
 HX0197
 HX0197  VERT ORDER  -  SECOND    CLASS 0
 HX0197
 HX0197.The horizontal coordinates were scaled from a topographic map and have
 HX0197.an estimated accuracy of +/- 6 seconds.
 HX0197
 HX0197.The orthometric height was determined by differential leveling
 HX0197.and adjusted by the National Geodetic Survey in June 1991..
 HX0197
 HX0197.The geoid height was determined by GEOID03.
 HX0197
 HX0197.The dynamic height is computed by dividing the NAVD 88
 HX0197.geopotential number by the normal gravity value computed on the
 HX0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0197.degrees latitude (g = 980.6199 gals.).
 HX0197
 HX0197.The modeled gravity was interpolated from observed gravity values.
 HX0197
 HX0197;                    North         East    Units  Estimated Accuracy
 HX0197;SPC WV S     -   187,450.      653,890.      MT  (+/- 180 meters Scaled)
 HX0197
 HX0197                          SUPERSEDED SURVEY CONTROL
 HX0197
 HX0197  NGVD 29 (??/??/92)  502.043  (m)         1647.12   (f) ADJ UNCH    2 0
 HX0197
 HX0197.Superseded values are not recommended for survey control.
 HX0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0197.See file dsdata.txt to determine how the superseded data were derived.
 HX0197
 HX0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC538822(NAD 83)
 HX0197_MARKER: DB = BENCH MARK DISK
 HX0197_SETTING: 66 = SET IN ROCK OUTCROP
 HX0197_SP_SET: ROCK LEDGE
 HX0197_STAMPING: X 269 1962
 HX0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0197+STABILITY: POSITION/ELEVATION WELL
 HX0197
 HX0197  HISTORY     - Date     Condition        Report By
 HX0197  HISTORY     - 1962     MONUMENTED       CGS
 HX0197
 HX0197                          STATION DESCRIPTION
 HX0197
 HX0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0197'4 MI N FROM HACKER VALLEY.
 HX0197'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0197'AT HACKER VALLEY, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 HX0197'LEDGE THAT IS ABOUT 15 FEET LONG AND 4 FEET HIGH, ABOUT 0.1 MILE
 HX0197'NORTH OF A CONCRETE BRIDGE OVER JERRY RUN, 85 FEET SOUTHEAST OF
 HX0197'A TELEPHONE POLE 285, 22 FEET EAST OF THE CENTER LINE OF THE
 HX0197'HIGHWAY, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HX0197'NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING ABOUT 4.5
 HX0197'MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0197'CLEVELAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0081 ***********************************************************************
 JX0081  DESIGNATION -  X 27
 JX0081  PID         -  JX0081
 JX0081  STATE/COUNTY-  WV/MONONGALIA
 JX0081  USGS QUAD   -  RIVESVILLE (1976)
 JX0081
 JX0081                         *CURRENT SURVEY CONTROL
 JX0081  ___________________________________________________________________
 JX0081* NAD 83(1986)-  39 34 53.     (N)    080 00 20.     (W)     SCALED    
 JX0081* NAVD 88     -       259.026  (meters)     849.82   (feet)  POSTED    
 JX0081  ___________________________________________________________________
 JX0081  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JX0081  DYNAMIC HT  -         258.870 (meters)     849.31  (feet)  COMP
 JX0081  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 JX0081
 JX0081  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JX0081
 JX0081.The horizontal coordinates were scaled from a topographic map and have
 JX0081.an estimated accuracy of +/- 6 seconds.
 JX0081
 JX0081.The orthometric height was determined by differential leveling
 JX0081.and adjusted by the National Geodetic Survey in 1992..
 JX0081.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JX0081.rate of 1.1 thru 2.0 mm/km.
 JX0081
 JX0081.The geoid height was determined by GEOID03.
 JX0081
 JX0081.The dynamic height is computed by dividing the NAVD 88
 JX0081.geopotential number by the normal gravity value computed on the
 JX0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0081.degrees latitude (g = 980.6199 gals.).
 JX0081
 JX0081.The modeled gravity was interpolated from observed gravity values.
 JX0081
 JX0081;                    North         East    Units  Estimated Accuracy
 JX0081;SPC WV N     -   120,180.      556,570.      MT  (+/- 180 meters Scaled)
 JX0081
 JX0081                          SUPERSEDED SURVEY CONTROL
 JX0081
 JX0081  NGVD 29 (??/??/92)  259.15   (m)          850.2    (f) COMPUTED    1 2
 JX0081
 JX0081.Superseded values are not recommended for survey control.
 JX0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0081.See file dsdata.txt to determine how the superseded data were derived.
 JX0081
 JX0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND854817(NAD 83)
 JX0081_MARKER: DB = BENCH MARK DISK
 JX0081_SETTING: 66 = SET IN ROCK OUTCROP
 JX0081_SP_SET: BOULDER
 JX0081_STAMPING: X 27
 JX0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0081+STABILITY: POSITION/ELEVATION WELL
 JX0081
 JX0081  HISTORY     - Date     Condition        Report By
 JX0081  HISTORY     - UNK      MONUMENTED       CGS
 JX0081  HISTORY     - 1935     GOOD             NGS
 JX0081
 JX0081                          STATION DESCRIPTION
 JX0081
 JX0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0081'6.8 MI SW FROM MORGANTOWN.
 JX0081'6.8 MI. SOUTHWEST OF B AND O RR STA AT MORGANTOWN 36 FT. NORTH
 JX0081'OF FIRST POST WEST OF MILE-POST 109-05.  9 FT. NORTHEAST OF NEAREST
 JX0081'RAIL OF B. AND O. R.R. TRACK.  IN FACE OF LARGE BOULDER, 3 FT.
 JX0081'ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0224 ***********************************************************************
 HX0224  DESIGNATION -  X 270
 HX0224  PID         -  HX0224
 HX0224  STATE/COUNTY-  WV/UPSHUR
 HX0224  USGS QUAD   -  ADRIAN (1979)
 HX0224
 HX0224                         *CURRENT SURVEY CONTROL
 HX0224  ___________________________________________________________________
 HX0224* NAD 83(1986)-  38 53 03.     (N)    080 17 50.     (W)     SCALED    
 HX0224* NAVD 88     -       442.320  (meters)    1451.18   (feet)  ADJUSTED  
 HX0224  ___________________________________________________________________
 HX0224  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HX0224  DYNAMIC HT  -         442.015 (meters)    1450.18  (feet)  COMP
 HX0224  MODELED GRAV-     979,926.0   (mgal)                       NAVD 88
 HX0224
 HX0224  VERT ORDER  -  SECOND    CLASS 0
 HX0224
 HX0224.The horizontal coordinates were scaled from a topographic map and have
 HX0224.an estimated accuracy of +/- 6 seconds.
 HX0224
 HX0224.The orthometric height was determined by differential leveling
 HX0224.and adjusted by the National Geodetic Survey in June 1991..
 HX0224
 HX0224.The geoid height was determined by GEOID03.
 HX0224
 HX0224.The dynamic height is computed by dividing the NAVD 88
 HX0224.geopotential number by the normal gravity value computed on the
 HX0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0224.degrees latitude (g = 980.6199 gals.).
 HX0224
 HX0224.The modeled gravity was interpolated from observed gravity values.
 HX0224
 HX0224;                    North         East    Units  Estimated Accuracy
 HX0224;SPC WV S     -   209,360.      660,980.      MT  (+/- 180 meters Scaled)
 HX0224
 HX0224                          SUPERSEDED SURVEY CONTROL
 HX0224
 HX0224  NGVD 29 (??/??/92)  442.497  (m)         1451.76   (f) ADJ UNCH    2 0
 HX0224
 HX0224.Superseded values are not recommended for survey control.
 HX0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0224.See file dsdata.txt to determine how the superseded data were derived.
 HX0224
 HX0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND609041(NAD 83)
 HX0224_MARKER: DB = BENCH MARK DISK
 HX0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0224_SP_SET: ABUTMENT
 HX0224_STAMPING: X 270 1962
 HX0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0224
 HX0224  HISTORY     - Date     Condition        Report By
 HX0224  HISTORY     - 1962     MONUMENTED       CGS
 HX0224
 HX0224                          STATION DESCRIPTION
 HX0224
 HX0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0224'AT FRENCH CREEK.
 HX0224'AT FRENCH CREEK, SET ON TOP OF THE SOUTH END OF THE EAST ABUTMENT
 HX0224'OF A CONCRETE BRIDGE OVER FRENCH CREEK, 325 FEET SOUTHWEST OF THE
 HX0224'POST OFFICE, 204 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 HX0224'OF A BLACK TOP ROAD LEADING SOUTHEAST, 19 FEET SOUTHEAST
 HX0224'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 HX0224'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0350 ***********************************************************************
 HX0350  DESIGNATION -  X 271
 HX0350  PID         -  HX0350
 HX0350  STATE/COUNTY-  WV/RANDOLPH
 HX0350  USGS QUAD   -  PICKENS (1977)
 HX0350
 HX0350                         *CURRENT SURVEY CONTROL
 HX0350  ___________________________________________________________________
 HX0350* NAD 83(1986)-  38 43 43.     (N)    080 14 05.     (W)     SCALED    
 HX0350* NAVD 88     -       615.976  (meters)    2020.91   (feet)  ADJUSTED  
 HX0350  ___________________________________________________________________
 HX0350  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HX0350  DYNAMIC HT  -         615.513 (meters)    2019.40  (feet)  COMP
 HX0350  MODELED GRAV-     979,856.8   (mgal)                       NAVD 88
 HX0350
 HX0350  VERT ORDER  -  SECOND    CLASS 0
 HX0350
 HX0350.The horizontal coordinates were scaled from a topographic map and have
 HX0350.an estimated accuracy of +/- 6 seconds.
 HX0350
 HX0350.The orthometric height was determined by differential leveling
 HX0350.and adjusted by the National Geodetic Survey in June 1991..
 HX0350
 HX0350.The geoid height was determined by GEOID03.
 HX0350
 HX0350.The dynamic height is computed by dividing the NAVD 88
 HX0350.geopotential number by the normal gravity value computed on the
 HX0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0350.degrees latitude (g = 980.6199 gals.).
 HX0350
 HX0350.The modeled gravity was interpolated from observed gravity values.
 HX0350
 HX0350;                    North         East    Units  Estimated Accuracy
 HX0350;SPC WV S     -   192,140.      666,540.      MT  (+/- 180 meters Scaled)
 HX0350
 HX0350                          SUPERSEDED SURVEY CONTROL
 HX0350
 HX0350  NGVD 29 (??/??/92)  616.117  (m)         2021.38   (f) ADJ UNCH    2 0
 HX0350
 HX0350.Superseded values are not recommended for survey control.
 HX0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0350.See file dsdata.txt to determine how the superseded data were derived.
 HX0350
 HX0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC665869(NAD 83)
 HX0350_MARKER: DB = BENCH MARK DISK
 HX0350_SETTING: 66 = SET IN ROCK OUTCROP
 HX0350_SP_SET: ROCK LEDGE
 HX0350_STAMPING: X 271 1962
 HX0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0350+STABILITY: POSITION/ELEVATION WELL
 HX0350
 HX0350  HISTORY     - Date     Condition        Report By
 HX0350  HISTORY     - 1962     MONUMENTED       CGS
 HX0350
 HX0350                          STATION DESCRIPTION
 HX0350
 HX0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0350'6.1 MI N FROM PICKENS.
 HX0350'ABOUT 6.1 MILES NORTH ALONG COUNTY ROAD 50 FROM THE POST OFFICE
 HX0350'AT PICKENS, 0.1 MILE SOUTH OF A WOODEN BRIDGE OVER MIDDLE FORK
 HX0350'CREEK, SET ON TOP OF A ROCK LEDGE THAT IS ABOUT 125 FEET LONG AND
 HX0350'5 FEET HIGH AT THE MARK, 25 FEET SOUTH OF THE NORTH END OF THE
 HX0350'LEDGE, 52 FEET SOUTHEAST OF A 24 INCH MAPLE TREE, 19 FEET EAST
 HX0350'OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL
 HX0350'OF THE ROAD.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY
 HX0350'GOING ABOUT 1.9 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST
 HX0350'OFFICE AT SELBYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0324 ***********************************************************************
 HX0324  DESIGNATION -  X 272
 HX0324  PID         -  HX0324
 HX0324  STATE/COUNTY-  WV/UPSHUR
 HX0324  USGS QUAD   -  ROCK CAVE (1966)
 HX0324
 HX0324                         *CURRENT SURVEY CONTROL
 HX0324  ___________________________________________________________________
 HX0324* NAD 83(1986)-  38 49 15.     (N)    080 20 09.     (W)     SCALED    
 HX0324* NAVD 88     -       471.326  (meters)    1546.34   (feet)  ADJUSTED  
 HX0324  ___________________________________________________________________
 HX0324  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HX0324  DYNAMIC HT  -         470.992 (meters)    1545.25  (feet)  COMP
 HX0324  MODELED GRAV-     979,906.0   (mgal)                       NAVD 88
 HX0324
 HX0324  VERT ORDER  -  SECOND    CLASS 0
 HX0324
 HX0324.The horizontal coordinates were scaled from a topographic map and have
 HX0324.an estimated accuracy of +/- 6 seconds.
 HX0324
 HX0324.The orthometric height was determined by differential leveling
 HX0324.and adjusted by the National Geodetic Survey in June 1991..
 HX0324
 HX0324.The geoid height was determined by GEOID03.
 HX0324
 HX0324.The dynamic height is computed by dividing the NAVD 88
 HX0324.geopotential number by the normal gravity value computed on the
 HX0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0324.degrees latitude (g = 980.6199 gals.).
 HX0324
 HX0324.The modeled gravity was interpolated from observed gravity values.
 HX0324
 HX0324;                    North         East    Units  Estimated Accuracy
 HX0324;SPC WV S     -   202,310.      657,680.      MT  (+/- 180 meters Scaled)
 HX0324
 HX0324                          SUPERSEDED SURVEY CONTROL
 HX0324
 HX0324  NGVD 29 (??/??/92)  471.496  (m)         1546.90   (f) ADJ UNCH    2 0
 HX0324
 HX0324.Superseded values are not recommended for survey control.
 HX0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0324.See file dsdata.txt to determine how the superseded data were derived.
 HX0324
 HX0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC576971(NAD 83)
 HX0324_MARKER: DB = BENCH MARK DISK
 HX0324_SETTING: 66 = SET IN ROCK OUTCROP
 HX0324_SP_SET: ROCK LEDGE
 HX0324_STAMPING: X 272 1962
 HX0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0324+STABILITY: POSITION/ELEVATION WELL
 HX0324
 HX0324  HISTORY     - Date     Condition        Report By
 HX0324  HISTORY     - 1962     MONUMENTED       CGS
 HX0324
 HX0324                          STATION DESCRIPTION
 HX0324
 HX0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0324'0.2 MI E FROM STILLMAN.
 HX0324'ABOUT 0.2 MILE EAST ALONG A GRAVEL ROAD FROM THE NORTH END OF
 HX0324'A CONCRETE BRIDGE OVER LITTLE KANAWHA RIVER AT STILLMAN, SET
 HX0324'VERTICALLY IN THE SOUTH FACE OF A ROCK LEDGE THAT IS 98-FOOT
 HX0324'LONG AND 6-FOOT HIGH, 47 FEET WEST OF THE EAST END OF THE ROCK
 HX0324'LEDGE, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD, 6 FEET
 HX0324'NORTHWEST OF A 12-INCH PIPE CULVERT, AND ABOUT 4 FEET ABOVE THE
 HX0324'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0447 ***********************************************************************
 HX0447  DESIGNATION -  X 273
 HX0447  PID         -  HX0447
 HX0447  STATE/COUNTY-  WV/UPSHUR
 HX0447  USGS QUAD   -  ALTON (1989)
 HX0447
 HX0447                         *CURRENT SURVEY CONTROL
 HX0447  ___________________________________________________________________
 HX0447* NAD 83(1986)-  38 47 01.     (N)    080 08 35.     (W)     SCALED    
 HX0447* NAVD 88     -       760.767  (meters)    2495.95   (feet)  ADJUSTED  
 HX0447  ___________________________________________________________________
 HX0447  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HX0447  DYNAMIC HT  -         760.228 (meters)    2494.18  (feet)  COMP
 HX0447  MODELED GRAV-     979,892.8   (mgal)                       NAVD 88
 HX0447
 HX0447  VERT ORDER  -  SECOND    CLASS 0
 HX0447
 HX0447.The horizontal coordinates were scaled from a topographic map and have
 HX0447.an estimated accuracy of +/- 6 seconds.
 HX0447
 HX0447.The orthometric height was determined by differential leveling
 HX0447.and adjusted by the National Geodetic Survey in June 1991..
 HX0447
 HX0447.The geoid height was determined by GEOID03.
 HX0447
 HX0447.The dynamic height is computed by dividing the NAVD 88
 HX0447.geopotential number by the normal gravity value computed on the
 HX0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0447.degrees latitude (g = 980.6199 gals.).
 HX0447
 HX0447.The modeled gravity was interpolated from observed gravity values.
 HX0447
 HX0447;                    North         East    Units  Estimated Accuracy
 HX0447;SPC WV S     -   198,310.      674,460.      MT  (+/- 180 meters Scaled)
 HX0447
 HX0447                          SUPERSEDED SURVEY CONTROL
 HX0447
 HX0447  NGVD 29 (??/??/92)  760.935  (m)         2496.50   (f) ADJ UNCH    2 0
 HX0447
 HX0447.Superseded values are not recommended for survey control.
 HX0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0447.See file dsdata.txt to determine how the superseded data were derived.
 HX0447
 HX0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC744931(NAD 83)
 HX0447_MARKER: DB = BENCH MARK DISK
 HX0447_SETTING: 80 = SET IN A BOULDER
 HX0447_SP_SET: BOULDER
 HX0447_STAMPING: X 273 1962
 HX0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0447+STABILITY: SURFACE MOTION
 HX0447
 HX0447  HISTORY     - Date     Condition        Report By
 HX0447  HISTORY     - 1962     MONUMENTED       CGS
 HX0447
 HX0447                          STATION DESCRIPTION
 HX0447
 HX0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0447'AT HEMLOCK.
 HX0447'AT HEMLOCK, AT Y ROAD JUNCTION, SET ON TOP OF AN EMBEDDED BOULDER
 HX0447'THAT IS ABOUT 5-BY 10-FOOT LONG, 110 FEET NORTHWEST OF THE
 HX0447'HEMLOCK POST OFFICE, 22 FEET NORTHEAST OF THE CENTER LINE OF THE
 HX0447'ROAD LEADING NORTHWEST, 48 FEET NORTH OF THE CENTER OF THE
 HX0447'JUNCTION, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0471 ***********************************************************************
 HX0471  DESIGNATION -  X 274
 HX0471  PID         -  HX0471
 HX0471  STATE/COUNTY-  WV/RANDOLPH
 HX0471  USGS QUAD   -  ELLAMORE (1987)
 HX0471
 HX0471                         *CURRENT SURVEY CONTROL
 HX0471  ___________________________________________________________________
 HX0471* NAD 83(1986)-  38 53 27.     (N)    080 04 58.     (W)     SCALED    
 HX0471* NAVD 88     -       569.375  (meters)    1868.02   (feet)  ADJUSTED  
 HX0471  ___________________________________________________________________
 HX0471  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 HX0471  DYNAMIC HT  -         568.968 (meters)    1866.69  (feet)  COMP
 HX0471  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 HX0471
 HX0471  VERT ORDER  -  SECOND    CLASS 0
 HX0471
 HX0471.The horizontal coordinates were scaled from a topographic map and have
 HX0471.an estimated accuracy of +/- 6 seconds.
 HX0471
 HX0471.The orthometric height was determined by differential leveling
 HX0471.and adjusted by the National Geodetic Survey in June 1991..
 HX0471
 HX0471.The geoid height was determined by GEOID03.
 HX0471
 HX0471.The dynamic height is computed by dividing the NAVD 88
 HX0471.geopotential number by the normal gravity value computed on the
 HX0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0471.degrees latitude (g = 980.6199 gals.).
 HX0471
 HX0471.The modeled gravity was interpolated from observed gravity values.
 HX0471
 HX0471;                    North         East    Units  Estimated Accuracy
 HX0471;SPC WV S     -   210,260.      679,580.      MT  (+/- 180 meters Scaled)
 HX0471
 HX0471                          SUPERSEDED SURVEY CONTROL
 HX0471
 HX0471  NGVD 29 (??/??/92)  569.535  (m)         1868.55   (f) ADJ UNCH    2 0
 HX0471
 HX0471.Superseded values are not recommended for survey control.
 HX0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0471.See file dsdata.txt to determine how the superseded data were derived.
 HX0471
 HX0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND795050(NAD 83)
 HX0471_MARKER: DB = BENCH MARK DISK
 HX0471_SETTING: 80 = SET IN A BOULDER
 HX0471_SP_SET: BOULDER
 HX0471_STAMPING: X 274 1962
 HX0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0471+STABILITY: SURFACE MOTION
 HX0471
 HX0471  HISTORY     - Date     Condition        Report By
 HX0471  HISTORY     - 1962     MONUMENTED       CGS
 HX0471
 HX0471                          STATION DESCRIPTION
 HX0471
 HX0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0471'3.2 MI S FROM ELLAMORE.
 HX0471'ABOUT 3.25 MILES SOUTH ALONG A BLACK TOP ROAD AND GRAVEL ROAD
 HX0471'THAT FOLLOWS ALONG THE EAST SIDE OF THE MIDDLE FORK RIVER FROM
 HX0471'THE POST OFFICE AT ELLAMORE, SET ON TOP OF A FLAT ROCK THAT IS
 HX0471'ABOUT 8-BY 9-FOOT LONG AND IS EMBEDDED IN THE GROUND, ABOUT
 HX0471'0.3 MILE SOUTHEAST OF A RAILROAD CROSSING, 13 FEET NORTHEAST
 HX0471'OF THE CENTER LINE OF THE ROAD, ABOUT 40 FEET NORTHEAST OF THE
 HX0471'NORTHEAST RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0414 ***********************************************************************
 HX0414  DESIGNATION -  X 275
 HX0414  PID         -  HX0414
 HX0414  STATE/COUNTY-  WV/RANDOLPH
 HX0414  USGS QUAD   -  CASSITY (1977)
 HX0414
 HX0414                         *CURRENT SURVEY CONTROL
 HX0414  ___________________________________________________________________
 HX0414* NAD 83(1986)-  38 47 21.     (N)    080 01 49.     (W)     SCALED    
 HX0414* NAVD 88     -       657.893  (meters)    2158.44   (feet)  ADJUSTED  
 HX0414  ___________________________________________________________________
 HX0414  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX0414  DYNAMIC HT  -         657.406 (meters)    2156.84  (feet)  COMP
 HX0414  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 HX0414
 HX0414  VERT ORDER  -  SECOND    CLASS 0
 HX0414
 HX0414.The horizontal coordinates were scaled from a topographic map and have
 HX0414.an estimated accuracy of +/- 6 seconds.
 HX0414
 HX0414.The orthometric height was determined by differential leveling
 HX0414.and adjusted by the National Geodetic Survey in June 1991..
 HX0414
 HX0414.The geoid height was determined by GEOID03.
 HX0414
 HX0414.The dynamic height is computed by dividing the NAVD 88
 HX0414.geopotential number by the normal gravity value computed on the
 HX0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0414.degrees latitude (g = 980.6199 gals.).
 HX0414
 HX0414.The modeled gravity was interpolated from observed gravity values.
 HX0414
 HX0414;                    North         East    Units  Estimated Accuracy
 HX0414;SPC WV S     -   199,020.      684,250.      MT  (+/- 180 meters Scaled)
 HX0414
 HX0414                          SUPERSEDED SURVEY CONTROL
 HX0414
 HX0414  NGVD 29 (??/??/92)  658.04   (m)         2158.9    (f) COMPUTED    2 0
 HX0414
 HX0414.Superseded values are not recommended for survey control.
 HX0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0414.See file dsdata.txt to determine how the superseded data were derived.
 HX0414
 HX0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC842938(NAD 83)
 HX0414_MARKER: DB = BENCH MARK DISK
 HX0414_SETTING: 66 = SET IN ROCK OUTCROP
 HX0414_SP_SET: ROCK PROJECTION
 HX0414_STAMPING: X 275 1962
 HX0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0414+STABILITY: POSITION/ELEVATION WELL
 HX0414
 HX0414  HISTORY     - Date     Condition        Report By
 HX0414  HISTORY     - 1962     MONUMENTED       CGS
 HX0414
 HX0414                          STATION DESCRIPTION
 HX0414
 HX0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0414'2.9 MI S FROM CASSITY.
 HX0414'ABOUT 2.9 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0414'AT CASSITY, 0.2 MILE SOUTH OF A GRAVEL ROAD LEADING TO THE
 HX0414'EAST, SET ON TOP OF A ROCK THAT IS ABOUT 4 1/2 FEET LONG AND
 HX0414'PROJECTS OUT OF THE ROAD BANK, ON THE OUTSIDE OF A CURVE WITH
 HX0414'TANGENTS EXTENDING TO THE NORTH AND SOUTHWEST, 25 FEET SOUTHEAST
 HX0414'OF THE CENTER LINE OF THE ROAD, 0.8 FEET SOUTHEAST OF THE
 HX0414'NORTHWEST EDGE OF THE ROCK, AND ABOUT 7 FEET ABOVE THE LEVEL OF
 HX0414'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0458 ***********************************************************************
 HX0458  DESIGNATION -  X 276
 HX0458  PID         -  HX0458
 HX0458  STATE/COUNTY-  WV/RANDOLPH
 HX0458  USGS QUAD   -  PICKENS (1977)
 HX0458
 HX0458                         *CURRENT SURVEY CONTROL
 HX0458  ___________________________________________________________________
 HX0458* NAD 83(1986)-  38 41 57.     (N)    080 12 20.     (W)     SCALED    
 HX0458* NAVD 88     -       713.289  (meters)    2340.18   (feet)  ADJUSTED  
 HX0458  ___________________________________________________________________
 HX0458  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX0458  DYNAMIC HT  -         712.752 (meters)    2338.42  (feet)  COMP
 HX0458  MODELED GRAV-     979,852.4   (mgal)                       NAVD 88
 HX0458
 HX0458  VERT ORDER  -  SECOND    CLASS 0
 HX0458
 HX0458.The horizontal coordinates were scaled from a topographic map and have
 HX0458.an estimated accuracy of +/- 6 seconds.
 HX0458
 HX0458.The orthometric height was determined by differential leveling
 HX0458.and adjusted by the National Geodetic Survey in June 1991..
 HX0458
 HX0458.The geoid height was determined by GEOID03.
 HX0458
 HX0458.The dynamic height is computed by dividing the NAVD 88
 HX0458.geopotential number by the normal gravity value computed on the
 HX0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0458.degrees latitude (g = 980.6199 gals.).
 HX0458
 HX0458.The modeled gravity was interpolated from observed gravity values.
 HX0458
 HX0458;                    North         East    Units  Estimated Accuracy
 HX0458;SPC WV S     -   188,890.      669,110.      MT  (+/- 180 meters Scaled)
 HX0458
 HX0458                          SUPERSEDED SURVEY CONTROL
 HX0458
 HX0458  NGVD 29 (??/??/92)  713.432  (m)         2340.65   (f) ADJ UNCH    2 0
 HX0458
 HX0458.Superseded values are not recommended for survey control.
 HX0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0458.See file dsdata.txt to determine how the superseded data were derived.
 HX0458
 HX0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC690836(NAD 83)
 HX0458_MARKER: DB = BENCH MARK DISK
 HX0458_SETTING: 66 = SET IN ROCK OUTCROP
 HX0458_SP_SET: ROCK LEDGE
 HX0458_STAMPING: X 276 1962
 HX0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0458+STABILITY: POSITION/ELEVATION WELL
 HX0458
 HX0458  HISTORY     - Date     Condition        Report By
 HX0458  HISTORY     - 1962     MONUMENTED       CGS
 HX0458
 HX0458                          STATION DESCRIPTION
 HX0458
 HX0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0458'0.6 MI S FROM HELVETIA.
 HX0458'ABOUT 0.6 MILE SOUTH ALONG COUNTY ROAD 45 FROM THE POST OFFICE
 HX0458'AT HELVETIA, ON THE OUTSIDE AT THE NORTH END OF A CURVE WITH
 HX0458'THE TANGENTS EXTENDING TO THE SOUTHEAST AND NORTH, SET ON TOP
 HX0458'OF A ROCK LEDGE THAT IS ABOUT 5-FOOT LONG, 13 1/2 FEET EAST
 HX0458'OF THE CENTER LINE OF THE ROAD, 80 FEET SOUTH OF THE CENTER OF A
 HX0458'PRIVATE DRIVE, 25 FEET SOUTH OF THE NORTH END OF THE ROCK LEDGE,
 HX0458'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0440 ***********************************************************************
 HX0440  DESIGNATION -  X 277
 HX0440  PID         -  HX0440
 HX0440  STATE/COUNTY-  WV/UPSHUR
 HX0440  USGS QUAD   -  ALTON (1989)
 HX0440
 HX0440                         *CURRENT SURVEY CONTROL
 HX0440  ___________________________________________________________________
 HX0440* NAD 83(1986)-  38 45 54.     (N)    080 12 10.     (W)     SCALED    
 HX0440* NAVD 88     -       724.162  (meters)    2375.85   (feet)  ADJUSTED  
 HX0440  ___________________________________________________________________
 HX0440  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HX0440  DYNAMIC HT  -         723.634 (meters)    2374.12  (feet)  COMP
 HX0440  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 HX0440
 HX0440  VERT ORDER  -  SECOND    CLASS 0
 HX0440
 HX0440.The horizontal coordinates were scaled from a topographic map and have
 HX0440.an estimated accuracy of +/- 6 seconds.
 HX0440
 HX0440.The orthometric height was determined by differential leveling
 HX0440.and adjusted by the National Geodetic Survey in June 1991..
 HX0440
 HX0440.The geoid height was determined by GEOID03.
 HX0440
 HX0440.The dynamic height is computed by dividing the NAVD 88
 HX0440.geopotential number by the normal gravity value computed on the
 HX0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0440.degrees latitude (g = 980.6199 gals.).
 HX0440
 HX0440.The modeled gravity was interpolated from observed gravity values.
 HX0440
 HX0440;                    North         East    Units  Estimated Accuracy
 HX0440;SPC WV S     -   196,200.      669,290.      MT  (+/- 180 meters Scaled)
 HX0440
 HX0440                          SUPERSEDED SURVEY CONTROL
 HX0440
 HX0440  NGVD 29 (??/??/92)  724.322  (m)         2376.38   (f) ADJ UNCH    2 0
 HX0440
 HX0440.Superseded values are not recommended for survey control.
 HX0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0440.See file dsdata.txt to determine how the superseded data were derived.
 HX0440
 HX0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC692910(NAD 83)
 HX0440_MARKER: DB = BENCH MARK DISK
 HX0440_SETTING: 80 = SET IN A BOULDER
 HX0440_SP_SET: BOULDER
 HX0440_STAMPING: X 277 1962
 HX0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0440+STABILITY: SURFACE MOTION
 HX0440
 HX0440  HISTORY     - Date     Condition        Report By
 HX0440  HISTORY     - 1962     MONUMENTED       CGS
 HX0440
 HX0440                          STATION DESCRIPTION
 HX0440
 HX0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0440'2.3 MI NE FROM SELBYVILLE.
 HX0440'ABOUT 2.3 MILES NORTHEAST ALONG A DIRT ROAD FROM THE UPSHUR
 HX0440'COUNTY 4-H CLUB HOUSE, 0.6 MILE SOUTHEAST OF THE BROOKS HILL
 HX0440'METHODIST CHURCH, SET ON TOP OF AN EMBEDDED ROCK THAT IS ABOUT
 HX0440'10-BY 21-FOOT LONG, 45 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 HX0440'31 1/2 FEET SOUTH OF A WIRE FENCE, ABOUT 40 YARDS SOUTHWEST
 HX0440'AND ACROSS THE ROAD FROM A SMALL FRAME HOUSE, 4 FEET NORTH
 HX0440'OF THE SOUTH EDGE OF THE ROCK, AND IS ABOUT 2 FEET ABOVE THE
 HX0440'LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED
 HX0440'BY GOING 4.35 MILES NORTHWEST AND WEST ALONG A TRAIL ROAD FROM THE
 HX0440'CONCRETE BRIDGE OVER THE LEFT FORK OF THE BUCKHANNON RIVER AT
 HX0440'PALACE VALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2068 ***********************************************************************
 HW2068  DESIGNATION -  X 278 RESET 1967
 HW2068  PID         -  HW2068
 HW2068  STATE/COUNTY-  WV/RANDOLPH
 HW2068  USGS QUAD   -  BEVERLY EAST (1995)
 HW2068
 HW2068                         *CURRENT SURVEY CONTROL
 HW2068  ___________________________________________________________________
 HW2068* NAD 83(1986)-  38 50 56.     (N)    079 52 05.     (W)     SCALED    
 HW2068* NAVD 88     -       592.48   (+/-2cm)    1943.8    (feet)  VERTCON   
 HW2068  ___________________________________________________________________
 HW2068  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HW2068
 HW2068  VERT ORDER  -  THIRD (See Below)
 HW2068
 HW2068.The horizontal coordinates were scaled from a topographic map and have
 HW2068.an estimated accuracy of +/- 6 seconds.
 HW2068
 HW2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW2068.The vertical order pertains to the NGVD 29 superseded value.
 HW2068
 HW2068.The geoid height was determined by GEOID03.
 HW2068
 HW2068;                    North         East    Units  Estimated Accuracy
 HW2068;SPC WV S     -   205,810.      698,260.      MT  (+/- 180 meters Scaled)
 HW2068
 HW2068                          SUPERSEDED SURVEY CONTROL
 HW2068
 HW2068  NGVD 29 (09/25/03)  592.64   (m)         1944.4    (f) RESET       3  
 HW2068
 HW2068.Superseded values are not recommended for survey control.
 HW2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2068.See file dsdata.txt to determine how the superseded data were derived.
 HW2068
 HW2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND982006(NAD 83)
 HW2068_MARKER: DB = BENCH MARK DISK
 HW2068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW2068_SP_SET: CULVERT
 HW2068_STAMPING: X 278 RESET 1967
 HW2068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW2068
 HW2068  HISTORY     - Date     Condition        Report By
 HW2068  HISTORY     - 1967     MONUMENTED       CGS
 HW2068
 HW2068                          STATION DESCRIPTION
 HW2068
 HW2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HW2068'0.6 MI N FROM BEVERLY.
 HW2068'LOCATED ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 219 AND 250
 HW2068'FROM THE POST OFFICE IN BEVERLY, AT THE JUNCTION OF SECONDARY
 HW2068'HIGHWAY 28 GOING EAST FROM THE MAIN HIGHWAY.  IT IS 147 FEET
 HW2068'NORTH NORTHEAST OF THE EAST END OF A NEW BRIDGE OVER DODSON RUN,
 HW2068'ABOUT 60 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 219
 HW2068'AND 250, AND 46 FEET SOUTHWEST OF THE CENTERLINE OF SECONDARY
 HW2068'HIGHWAY 28.  IT IS ABOUT 8 FEET BELOW LEVEL OF THE ROAD, SET
 HW2068'IN A DRILL HOLE IN A CONCRETE ABUTMENT AT THE SOUTH END OF A
 HW2068'CULVERT UNDER SECONDARY HIGHWAY 28.  IT IS 2 INCHES WEST OF
 HW2068'THE TOP OF EAST WING OF HEADWALL.  THIS MARK IS LOCATED
 HW2068'178 FEET NORTHEAST FROM THE LOCATION OF BENCH MARK X 278 1962.
 HW2068'BENCH MARK X 278 WAS DESTROYED AFTER THIS MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1885 ***********************************************************************
 HW1885  DESIGNATION -  X 279
 HW1885  PID         -  HW1885
 HW1885  STATE/COUNTY-  WV/RANDOLPH
 HW1885  USGS QUAD   -  JUNIOR (1976)
 HW1885
 HW1885                         *CURRENT SURVEY CONTROL
 HW1885  ___________________________________________________________________
 HW1885* NAD 83(1986)-  38 56 32.     (N)    079 57 58.     (W)     SCALED    
 HW1885* NAVD 88     -       561.638  (meters)    1842.64   (feet)  ADJUSTED  
 HW1885  ___________________________________________________________________
 HW1885  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HW1885  DYNAMIC HT  -         561.242 (meters)    1841.34  (feet)  COMP
 HW1885  MODELED GRAV-     979,906.1   (mgal)                       NAVD 88
 HW1885
 HW1885  VERT ORDER  -  SECOND    CLASS 0
 HW1885
 HW1885.The horizontal coordinates were scaled from a topographic map and have
 HW1885.an estimated accuracy of +/- 6 seconds.
 HW1885
 HW1885.The orthometric height was determined by differential leveling
 HW1885.and adjusted by the National Geodetic Survey in June 1991..
 HW1885
 HW1885.The geoid height was determined by GEOID03.
 HW1885
 HW1885.The dynamic height is computed by dividing the NAVD 88
 HW1885.geopotential number by the normal gravity value computed on the
 HW1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1885.degrees latitude (g = 980.6199 gals.).
 HW1885
 HW1885.The modeled gravity was interpolated from observed gravity values.
 HW1885
 HW1885;                    North         East    Units  Estimated Accuracy
 HW1885;SPC WV S     -   216,070.      689,630.      MT  (+/- 180 meters Scaled)
 HW1885
 HW1885                          SUPERSEDED SURVEY CONTROL
 HW1885
 HW1885  NGVD 29 (??/??/92)  561.808  (m)         1843.20   (f) ADJ UNCH    2 0
 HW1885
 HW1885.Superseded values are not recommended for survey control.
 HW1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1885.See file dsdata.txt to determine how the superseded data were derived.
 HW1885
 HW1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND896108(NAD 83)
 HW1885_MARKER: DB = BENCH MARK DISK
 HW1885_SETTING: 80 = SET IN A BOULDER
 HW1885_STAMPING: X 279 1962
 HW1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1885+STABILITY: SURFACE MOTION
 HW1885
 HW1885  HISTORY     - Date     Condition        Report By
 HW1885  HISTORY     - 1962     MONUMENTED       CGS
 HW1885  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1885
 HW1885                          STATION DESCRIPTION
 HW1885
 HW1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1885'1.4 MI NW FROM NORTON.
 HW1885'ABOUT 0.5 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW1885'OFFICE AT NORTON, THENCE ABOUT 0.9 MILE NORTHWEST ALONG THE
 HW1885'BALTIMORE AND OHIO RAILROAD, ON THE WESTERN SIDE OF THE TYGART
 HW1885'RIVER, SET ON TOP OF THE SOUTHWEST CORNER OF AN EMBEDDED BOULDER
 HW1885'THAT IS ABOUT 5-BY 9-FOOT LONG AND 3 1/2 FEET HIGH, 7 FEET
 HW1885'SOUTHEAST OF THE SOUTHEAST RAIL, APPROXIMATELY 170 YARDS NORTHEAST
 HW1885'OF MILEPOST 8, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 HW1885
 HW1885                          STATION RECOVERY (1983)
 HW1885
 HW1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1885'NOT RECOVERED, THE MARK IS INACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0789 ***********************************************************************
 KY0789  DESIGNATION -  X 28
 KY0789  PID         -  KY0789
 KY0789  STATE/COUNTY-  WV/HANCOCK
 KY0789  USGS QUAD   -  WEIRTON (1994)
 KY0789
 KY0789                         *CURRENT SURVEY CONTROL
 KY0789  ___________________________________________________________________
 KY0789* NAD 83(1986)-  40 24 00.     (N)    080 35 08.     (W)     SCALED    
 KY0789* NAVD 88     -       212.542  (meters)     697.31   (feet)  ADJUSTED  
 KY0789  ___________________________________________________________________
 KY0789  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KY0789  DYNAMIC HT  -         212.431 (meters)     696.95  (feet)  COMP
 KY0789  MODELED GRAV-     980,098.8   (mgal)                       NAVD 88
 KY0789
 KY0789  VERT ORDER  -  FIRST     CLASS II
 KY0789
 KY0789.The horizontal coordinates were scaled from a topographic map and have
 KY0789.an estimated accuracy of +/- 6 seconds.
 KY0789
 KY0789.The orthometric height was determined by differential leveling
 KY0789.and adjusted by the National Geodetic Survey in June 1991..
 KY0789
 KY0789.The geoid height was determined by GEOID03.
 KY0789
 KY0789.The dynamic height is computed by dividing the NAVD 88
 KY0789.geopotential number by the normal gravity value computed on the
 KY0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0789.degrees latitude (g = 980.6199 gals.).
 KY0789
 KY0789.The modeled gravity was interpolated from observed gravity values.
 KY0789
 KY0789;                    North         East    Units  Estimated Accuracy
 KY0789;SPC WV N     -   211,500.      507,840.      MT  (+/- 180 meters Scaled)
 KY0789
 KY0789                          SUPERSEDED SURVEY CONTROL
 KY0789
 KY0789  NGVD 29 (??/??/92)  212.720  (m)          697.90   (f) ADJ UNCH    1 2
 KY0789
 KY0789.Superseded values are not recommended for survey control.
 KY0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0789.See file dsdata.txt to determine how the superseded data were derived.
 KY0789
 KY0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE351722(NAD 83)
 KY0789_MARKER: DB = BENCH MARK DISK
 KY0789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0789_SP_SET: FOUNDATION
 KY0789_STAMPING: X 28 1935
 KY0789_MARK LOGO: CGS   
 KY0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0789
 KY0789  HISTORY     - Date     Condition        Report By
 KY0789  HISTORY     - 1935     MONUMENTED       CGS
 KY0789  HISTORY     - 1960     GOOD             NGS
 KY0789  HISTORY     - 1983     GOOD             NGS
 KY0789
 KY0789                          STATION DESCRIPTION
 KY0789
 KY0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0789'1 MI S FROM WEIRTON.
 KY0789'ABOUT 1.0 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0789'STATION AT WEIRTON, ABOUT 1.1 MILES NORTH-NORTHEAST ALONG THE
 KY0789'PENNSYLVANIA RAILROAD FROM THE TELEGRAPH TOWER AT WEIRTON
 KY0789'JUNCTION, BROOKE COUNTY, IN THE Y JUNCTION FORMED BY TRACKS
 KY0789'LEADING NORTH TO WEIRTON AND EAST TO PITTSBURG AND SOUTHWEST
 KY0789'TO WEIRTON JUNCTION AT HOLIDAY COVE, 105 FEET WEST OF MILEPOST
 KY0789'40, 89 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF NORTHWEST
 KY0789'TRACK OF LINE TO PITTSBURG, 52 FEET EAST OF THE EAST RAIL OF EAST
 KY0789'TRACK OF LINE NORTH TO WEIRTON, ABOUT 75 FEET SOUTH OF THE
 KY0789'SOUTHEAST CORNER OF RAILROAD STEEL BRIDGE NO. 0-18 OVER A CREEK,
 KY0789'IN TOP OF THE SOUTHEAST CORNER OF THE ABANDONED MAIN FOUNDATION
 KY0789'OF FORMER WATER TOWER, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 KY0789'GROUND.
 KY0789
 KY0789                          STATION RECOVERY (1983)
 KY0789
 KY0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0789'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE EXCEPT
 KY0789'THE PENNSYLVANIA RAILROAD STATION IS NOW ABANDONED AND OWNED BY
 KY0789'NATIONAL STEEL CORPORATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2025 ***********************************************************************
 HW2025  DESIGNATION -  X 280
 HW2025  PID         -  HW2025
 HW2025  STATE/COUNTY-  WV/RANDOLPH
 HW2025  USGS QUAD   -  BEVERLY WEST (1995)
 HW2025
 HW2025                         *CURRENT SURVEY CONTROL
 HW2025  ___________________________________________________________________
 HW2025* NAD 83(1986)-  38 52 08.     (N)    079 58 14.     (W)     SCALED    
 HW2025* NAVD 88     -       736.503  (meters)    2416.34   (feet)  ADJUSTED  
 HW2025  ___________________________________________________________________
 HW2025  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HW2025  DYNAMIC HT  -         735.962 (meters)    2414.57  (feet)  COMP
 HW2025  MODELED GRAV-     979,868.8   (mgal)                       NAVD 88
 HW2025
 HW2025  VERT ORDER  -  SECOND    CLASS 0
 HW2025
 HW2025.The horizontal coordinates were scaled from a topographic map and have
 HW2025.an estimated accuracy of +/- 6 seconds.
 HW2025
 HW2025.The orthometric height was determined by differential leveling
 HW2025.and adjusted by the National Geodetic Survey in June 1991..
 HW2025
 HW2025.The geoid height was determined by GEOID03.
 HW2025
 HW2025.The dynamic height is computed by dividing the NAVD 88
 HW2025.geopotential number by the normal gravity value computed on the
 HW2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2025.degrees latitude (g = 980.6199 gals.).
 HW2025
 HW2025.The modeled gravity was interpolated from observed gravity values.
 HW2025
 HW2025;                    North         East    Units  Estimated Accuracy
 HW2025;SPC WV S     -   207,930.      689,340.      MT  (+/- 180 meters Scaled)
 HW2025
 HW2025                          SUPERSEDED SURVEY CONTROL
 HW2025
 HW2025  NGVD 29 (??/??/92)  736.652  (m)         2416.83   (f) ADJ UNCH    2 0
 HW2025
 HW2025.Superseded values are not recommended for survey control.
 HW2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2025.See file dsdata.txt to determine how the superseded data were derived.
 HW2025
 HW2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND893027(NAD 83)
 HW2025_MARKER: DB = BENCH MARK DISK
 HW2025_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2025_STAMPING: X 280 1962
 HW2025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2025
 HW2025  HISTORY     - Date     Condition        Report By
 HW2025  HISTORY     - 1962     MONUMENTED       CGS
 HW2025  HISTORY     - 1983     GOOD             NGS
 HW2025  HISTORY     - 1983     GOOD             NGS
 HW2025
 HW2025                          STATION DESCRIPTION
 HW2025
 HW2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2025'0.9 MI SE FROM MABIE.
 HW2025'ABOUT 0.9 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2025'OFFICE AT MABIE, AT A Y ROAD JUNCTION OF ROADS LEADING TO CASSITY,
 HW2025'NORTON AND RICH MOUNTAIN BATTLE FIELD, SET ON TOP OF AN EMBEDDED
 HW2025'ROCK THAT IS ABOUT 5-BY 6-FOOT LONG AND 1 1/2 FEET HIGH, 85
 HW2025'YARDS SOUTHEAST OF THE CENTER OF THE ROAD JUNCTION, 75 FEET
 HW2025'SOUTHEAST OF A POWER POLE 663-4, 63 FEET SOUTHWEST OF THE CENTER
 HW2025'LINE OF THE ROAD, 36 FEET EAST OF A CHICKEN HOUSE, ABOUT 50 YARDS
 HW2025'SOUTHEAST OF THE A.L. CHEWNING STORE, AND IS ABOUT 6 FEET ABOVE
 HW2025'THE LEVEL OF THE ROAD.
 HW2025
 HW2025                          STATION RECOVERY (1983)
 HW2025
 HW2025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2025'RECOVERED IN GOOD CONDITION.
 HW2025
 HW2025                          STATION RECOVERY (1983)
 HW2025
 HW2025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2098 ***********************************************************************
 HW2098  DESIGNATION -  X 281
 HW2098  PID         -  HW2098
 HW2098  STATE/COUNTY-  WV/RANDOLPH
 HW2098  USGS QUAD   -  WILDELL (1995)
 HW2098
 HW2098                         *CURRENT SURVEY CONTROL
 HW2098  ___________________________________________________________________
 HW2098* NAD 83(1986)-  38 39 28.     (N)    079 51 40.     (W)     SCALED    
 HW2098* NAVD 88     -      1063.433  (meters)    3488.95   (feet)  ADJUSTED  
 HW2098  ___________________________________________________________________
 HW2098  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HW2098  DYNAMIC HT  -        1062.583 (meters)    3486.16  (feet)  COMP
 HW2098  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 HW2098
 HW2098  VERT ORDER  -  SECOND    CLASS 0
 HW2098
 HW2098.The horizontal coordinates were scaled from a topographic map and have
 HW2098.an estimated accuracy of +/- 6 seconds.
 HW2098
 HW2098.The orthometric height was determined by differential leveling
 HW2098.and adjusted by the National Geodetic Survey in June 1991..
 HW2098
 HW2098.The geoid height was determined by GEOID03.
 HW2098
 HW2098.The dynamic height is computed by dividing the NAVD 88
 HW2098.geopotential number by the normal gravity value computed on the
 HW2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2098.degrees latitude (g = 980.6199 gals.).
 HW2098
 HW2098.The modeled gravity was interpolated from observed gravity values.
 HW2098
 HW2098;                    North         East    Units  Estimated Accuracy
 HW2098;SPC WV S     -   184,610.      699,130.      MT  (+/- 180 meters Scaled)
 HW2098
 HW2098                          SUPERSEDED SURVEY CONTROL
 HW2098
 HW2098  NGVD 29 (??/??/92) 1063.526  (m)         3489.25   (f) ADJ UNCH    2 0
 HW2098
 HW2098.Superseded values are not recommended for survey control.
 HW2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2098.See file dsdata.txt to determine how the superseded data were derived.
 HW2098
 HW2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC990794(NAD 83)
 HW2098_MARKER: DB = BENCH MARK DISK
 HW2098_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2098_STAMPING: X 281 1962
 HW2098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2098
 HW2098  HISTORY     - Date     Condition        Report By
 HW2098  HISTORY     - 1962     MONUMENTED       CGS
 HW2098
 HW2098                          STATION DESCRIPTION
 HW2098
 HW2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2098'4.5 MI NE FROM CHEAT BRIDGE.
 HW2098'ABOUT 4.5 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN
 HW2098'MARYLAND RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT
 HW2098'BRIDGE, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING TO
 HW2098'THE NORTHEAST AND EAST, SET ON TOP OF AN EMBEDDED ROCK THAT IS
 HW2098'ABOUT 8-BY 14-FOOT LONG AND 2-FOOT HIGH, AT THE SOUTH END OF THE
 HW2098'ROCK, 16 RAILS SOUTHEAST OF MILEPOST C 19, 31 FEET NORTHEAST OF
 HW2098'THE NORTHEAST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 HW2098'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0097 ***********************************************************************
 HX0097  DESIGNATION -  X 282
 HX0097  PID         -  HX0097
 HX0097  STATE/COUNTY-  WV/UPSHUR
 HX0097  USGS QUAD   -  BUCKHANNON (1989)
 HX0097
 HX0097                         *CURRENT SURVEY CONTROL
 HX0097  ___________________________________________________________________
 HX0097* NAD 83(1986)-  38 54 49.     (N)    080 09 14.     (W)     SCALED    
 HX0097* NAVD 88     -       545.576  (meters)    1789.94   (feet)  ADJUSTED  
 HX0097  ___________________________________________________________________
 HX0097  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HX0097  DYNAMIC HT  -         545.204 (meters)    1788.72  (feet)  COMP
 HX0097  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 HX0097
 HX0097  VERT ORDER  -  SECOND    CLASS 0
 HX0097
 HX0097.The horizontal coordinates were scaled from a topographic map and have
 HX0097.an estimated accuracy of +/- 6 seconds.
 HX0097
 HX0097.The orthometric height was determined by differential leveling
 HX0097.and adjusted by the National Geodetic Survey in June 1991..
 HX0097
 HX0097.The geoid height was determined by GEOID03.
 HX0097
 HX0097.The dynamic height is computed by dividing the NAVD 88
 HX0097.geopotential number by the normal gravity value computed on the
 HX0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0097.degrees latitude (g = 980.6199 gals.).
 HX0097
 HX0097.The modeled gravity was interpolated from observed gravity values.
 HX0097
 HX0097;                    North         East    Units  Estimated Accuracy
 HX0097;SPC WV S     -   212,730.      673,380.      MT  (+/- 180 meters Scaled)
 HX0097
 HX0097                          SUPERSEDED SURVEY CONTROL
 HX0097
 HX0097  NGVD 29 (??/??/92)  545.754  (m)         1790.53   (f) ADJ UNCH    2 0
 HX0097
 HX0097.Superseded values are not recommended for survey control.
 HX0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0097.See file dsdata.txt to determine how the superseded data were derived.
 HX0097
 HX0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND733075(NAD 83)
 HX0097_MARKER: DB = BENCH MARK DISK
 HX0097_SETTING: 80 = SET IN A BOULDER
 HX0097_SP_SET: BOULDER
 HX0097_STAMPING: X 282 1962
 HX0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0097+STABILITY: SURFACE MOTION
 HX0097
 HX0097  HISTORY     - Date     Condition        Report By
 HX0097  HISTORY     - 1962     MONUMENTED       CGS
 HX0097
 HX0097                          STATION DESCRIPTION
 HX0097
 HX0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0097'2.8 MI E FROM TALLMANSVILLE.
 HX0097'ABOUT 1.6 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX0097'OFFICE AT TALLMANSVILLE, THENCE ABOUT 1.25 MILES NORTHEAST ALONG
 HX0097'A BLACK TOP ROAD, ABOUT 0.9 MILE NORTHEAST OF THE JUNCTION OF A
 HX0097'BLACK TOP ROAD LEADING EAST, SET ON TOP OF AN EMBEDDED BOULDER
 HX0097'THAT IS ABOUT 8-BY 12-FOOT LONG AND 3-FOOT HIGH, 76 FEET
 HX0097'SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY WHITE HOUSE, 22
 HX0097'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 54 FEET SOUTHWEST
 HX0097'OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE OVER A SMALL STREAM,
 HX0097'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0388 ***********************************************************************
 GX0388  DESIGNATION -  X 283
 GX0388  PID         -  GX0388
 GX0388  STATE/COUNTY-  WV/MERCER
 GX0388  USGS QUAD   -  OAKVALE (1977)
 GX0388
 GX0388                         *CURRENT SURVEY CONTROL
 GX0388  ___________________________________________________________________
 GX0388* NAD 83(1986)-  37 20 26.     (N)    080 56 08.     (W)     SCALED    
 GX0388* NAVD 88     -       511.772  (meters)    1679.04   (feet)  ADJUSTED  
 GX0388  ___________________________________________________________________
 GX0388  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX0388  DYNAMIC HT  -         511.332 (meters)    1677.60  (feet)  COMP
 GX0388  MODELED GRAV-     979,754.8   (mgal)                       NAVD 88
 GX0388
 GX0388  VERT ORDER  -  FIRST     CLASS II
 GX0388
 GX0388.The horizontal coordinates were scaled from a topographic map and have
 GX0388.an estimated accuracy of +/- 6 seconds.
 GX0388
 GX0388.The orthometric height was determined by differential leveling
 GX0388.and adjusted by the National Geodetic Survey in June 1991..
 GX0388
 GX0388.The geoid height was determined by GEOID03.
 GX0388
 GX0388.The dynamic height is computed by dividing the NAVD 88
 GX0388.geopotential number by the normal gravity value computed on the
 GX0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0388.degrees latitude (g = 980.6199 gals.).
 GX0388
 GX0388.The modeled gravity was interpolated from observed gravity values.
 GX0388
 GX0388;                    North         East    Units  Estimated Accuracy
 GX0388;SPC WV S     -    37,800.      605,710.      MT  (+/- 180 meters Scaled)
 GX0388
 GX0388                          SUPERSEDED SURVEY CONTROL
 GX0388
 GX0388  NGVD 29 (??/??/92)  511.892  (m)         1679.43   (f) ADJ UNCH    1 2
 GX0388
 GX0388.Superseded values are not recommended for survey control.
 GX0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0388.See file dsdata.txt to determine how the superseded data were derived.
 GX0388
 GX0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB057326(NAD 83)
 GX0388_MARKER: DB = BENCH MARK DISK
 GX0388_SETTING: 66 = SET IN ROCK OUTCROP
 GX0388_SP_SET: ROCK CUT
 GX0388_STAMPING: X 283 1965
 GX0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0388+STABILITY: POSITION/ELEVATION WELL
 GX0388
 GX0388  HISTORY     - Date     Condition        Report By
 GX0388  HISTORY     - 1965     MONUMENTED       CGS
 GX0388  HISTORY     - 1980     GOOD             LOCSUR
 GX0388  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0388
 GX0388                          STATION DESCRIPTION
 GX0388
 GX0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX0388'1.5 MI E FROM OAKVALE.
 GX0388'1.5 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0388'STATION AT OAKVALE, ABOUT 0.5 MILE WEST OF MILEPOST N-345, SET
 GX0388'VERTICALLY IN THE NORTH FACE OF A ROCK CUT THAT IS ABOUT
 GX0388'150-FEET-LONG AND 30-FEET-HIGH, 50 FEET WEST OF THE EAST END OF
 GX0388'THE CUT, 23 FEET SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK,
 GX0388'6 FEET SOUTHEAST OF MILEAGE POST NO. 345-20, ABOUT 2 FEET ABOVE
 GX0388'THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE TRACK.
 GX0388
 GX0388                          STATION RECOVERY (1980)
 GX0388
 GX0388'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0388'RECOVERED IN GOOD CONDITION.
 GX0388
 GX0388                          STATION RECOVERY (1984)
 GX0388
 GX0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0388'NOT RECOVERED, NOT ACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2162 ***********************************************************************
 HW2162  DESIGNATION -  X 3
 HW2162  PID         -  HW2162
 HW2162  STATE/COUNTY-  WV/POCAHONTAS
 HW2162  USGS QUAD   -  CLOVER LICK (1995)
 HW2162
 HW2162                         *CURRENT SURVEY CONTROL
 HW2162  ___________________________________________________________________
 HW2162* NAD 83(1986)-  38 21 44.     (N)    079 57 54.     (W)     SCALED    
 HW2162* NAVD 88     -       709.374  (meters)    2327.34   (feet)  ADJUSTED  
 HW2162  ___________________________________________________________________
 HW2162  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HW2162  DYNAMIC HT  -         708.803 (meters)    2325.46  (feet)  COMP
 HW2162  MODELED GRAV-     979,800.8   (mgal)                       NAVD 88
 HW2162
 HW2162  VERT ORDER  -  FIRST     CLASS II
 HW2162
 HW2162.The horizontal coordinates were scaled from a topographic map and have
 HW2162.an estimated accuracy of +/- 6 seconds.
 HW2162
 HW2162.The orthometric height was determined by differential leveling
 HW2162.and adjusted by the National Geodetic Survey in June 1991..
 HW2162
 HW2162.The geoid height was determined by GEOID03.
 HW2162
 HW2162.The dynamic height is computed by dividing the NAVD 88
 HW2162.geopotential number by the normal gravity value computed on the
 HW2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2162.degrees latitude (g = 980.6199 gals.).
 HW2162
 HW2162.The modeled gravity was interpolated from observed gravity values.
 HW2162
 HW2162;                    North         East    Units  Estimated Accuracy
 HW2162;SPC WV S     -   151,700.      690,450.      MT  (+/- 180 meters Scaled)
 HW2162
 HW2162                          SUPERSEDED SURVEY CONTROL
 HW2162
 HW2162  NGVD 29 (??/??/92)  709.444  (m)         2327.57   (f) ADJ UNCH    1 2
 HW2162
 HW2162.Superseded values are not recommended for survey control.
 HW2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2162.See file dsdata.txt to determine how the superseded data were derived.
 HW2162
 HW2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC904465(NAD 83)
 HW2162_MARKER: DB = BENCH MARK DISK
 HW2162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2162_SP_SET: BRIDGE
 HW2162_STAMPING: X-3 1933
 HW2162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2162
 HW2162  HISTORY     - Date     Condition        Report By
 HW2162  HISTORY     - 1933     MONUMENTED       CGS
 HW2162  HISTORY     - 1934     GOOD             NGS
 HW2162
 HW2162                          STATION DESCRIPTION
 HW2162
 HW2162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW2162'AT STONY BOTTOM.
 HW2162'ON THE DURBIN TO RONCEVOITE BRANCH OF THE WESTERN MARYLAND RR,
 HW2162'15 RAILS SOUTH OF THE P.O., AT THE NORTHEAST CORNER OF BRIDGE
 HW2162'SEAT OF RR BRIDGE 743, 3 YARDS EAST OF CENTER OF TRACK AND 3
 HW2162'FEET BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2163 ***********************************************************************
 HW2163  DESIGNATION -  X 3 RESET 1941
 HW2163  PID         -  HW2163
 HW2163  STATE/COUNTY-  WV/POCAHONTAS
 HW2163  USGS QUAD   -  CLOVER LICK (1995)
 HW2163
 HW2163                         *CURRENT SURVEY CONTROL
 HW2163  ___________________________________________________________________
 HW2163* NAD 83(1986)-  38 21 44.     (N)    079 57 54.     (W)     SCALED    
 HW2163* NAVD 88     -       709.43   (meters)    2327.5    (feet)  RESET     
 HW2163  ___________________________________________________________________
 HW2163  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HW2163
 HW2163  VERT ORDER  -  THIRD
 HW2163
 HW2163.The horizontal coordinates were scaled from a topographic map and have
 HW2163.an estimated accuracy of +/- 6 seconds.
 HW2163
 HW2163.The orthometric height was computed from unverified reset data.
 HW2163.No vertical observational check was made to the station.
 HW2163
 HW2163.The geoid height was determined by GEOID03.
 HW2163
 HW2163;                    North         East    Units  Estimated Accuracy
 HW2163;SPC WV S     -   151,700.      690,450.      MT  (+/- 180 meters Scaled)
 HW2163
 HW2163                          SUPERSEDED SURVEY CONTROL
 HW2163
 HW2163  NGVD 29 (??/??/??)  709.50   (m)         2327.8    (f) RESET       3  
 HW2163
 HW2163.Superseded values are not recommended for survey control.
 HW2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2163.See file dsdata.txt to determine how the superseded data were derived.
 HW2163
 HW2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC904465(NAD 83)
 HW2163_MARKER: DB = BENCH MARK DISK
 HW2163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2163_SP_SET: BRIDGE
 HW2163_STAMPING: X 3 1933 RESET 1941
 HW2163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2163
 HW2163  HISTORY     - Date     Condition        Report By
 HW2163  HISTORY     - 1941     MONUMENTED       CORR
 HW2163
 HW2163                          STATION DESCRIPTION
 HW2163
 HW2163'DESCRIBED BY CHESAPEAKE AND OHIO RAILROAD 1941
 HW2163'AT STONY BOTTOM.
 HW2163'AT STONY BOTTOM, POCAHONTAS COUNTY, ON THE CHESAPEAKE AND OHIO
 HW2163'RAILWAY, 15 RAILS SOUTH OF THE POST OFFICE, AT BRIDGE 74.3,
 HW2163'IN THE TOP OF THE NORTHEAST CORNER OF THE BRIDGE SEAT, 3 YARDS
 HW2163'EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN
 HW2163'THE TRACK.  A STANDARD DISK, STAMPED X 3 1933 RESET 1941.
 HW2163'NOTE-- THIS BENCH MARK WAS ESTABLISHED BY ENGINEERS OF THE
 HW2163'CHESAPEAKE AND OHIO RAILWAY IN THE SUMMER OF 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2011 ***********************************************************************
 HW2011  DESIGNATION -  X 31
 HW2011  PID         -  HW2011
 HW2011  STATE/COUNTY-  WV/RANDOLPH
 HW2011  USGS QUAD   -  ELKINS (1995)
 HW2011
 HW2011                         *CURRENT SURVEY CONTROL
 HW2011  ___________________________________________________________________
 HW2011* NAD 83(1986)-  38 56 12.     (N)    079 51 12.     (W)     SCALED    
 HW2011* NAVD 88     -       586.556  (meters)    1924.39   (feet)  ADJUSTED  
 HW2011  ___________________________________________________________________
 HW2011  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HW2011  DYNAMIC HT  -         586.141 (meters)    1923.03  (feet)  COMP
 HW2011  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 HW2011
 HW2011  VERT ORDER  -  SECOND    CLASS 0
 HW2011
 HW2011.The horizontal coordinates were scaled from a topographic map and have
 HW2011.an estimated accuracy of +/- 6 seconds.
 HW2011
 HW2011.The orthometric height was determined by differential leveling
 HW2011.and adjusted by the National Geodetic Survey in June 1991..
 HW2011
 HW2011.The geoid height was determined by GEOID03.
 HW2011
 HW2011.The dynamic height is computed by dividing the NAVD 88
 HW2011.geopotential number by the normal gravity value computed on the
 HW2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2011.degrees latitude (g = 980.6199 gals.).
 HW2011
 HW2011.The modeled gravity was interpolated from observed gravity values.
 HW2011
 HW2011;                    North         East    Units  Estimated Accuracy
 HW2011;SPC WV S     -   215,570.      699,420.      MT  (+/- 180 meters Scaled)
 HW2011
 HW2011                          SUPERSEDED SURVEY CONTROL
 HW2011
 HW2011  NGVD 29 (??/??/92)  586.732  (m)         1924.97   (f) ADJ UNCH    2 0
 HW2011
 HW2011.Superseded values are not recommended for survey control.
 HW2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2011.See file dsdata.txt to determine how the superseded data were derived.
 HW2011
 HW2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND993103(NAD 83)
 HW2011_MARKER: DB = BENCH MARK DISK
 HW2011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2011_SP_SET: BRIDGE
 HW2011_STAMPING: X 31 1935
 HW2011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2011
 HW2011  HISTORY     - Date     Condition        Report By
 HW2011  HISTORY     - 1935     MONUMENTED       CGS
 HW2011  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2011
 HW2011                          STATION DESCRIPTION
 HW2011
 HW2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW2011'AT ELKINS.
 HW2011'AT ELKINS, RANDOLPH COUNTY, ON THE WESTERN MARYLAND RAILWAY,
 HW2011'AT A BRIDGE OVER CRAVENS RUN, AT THE SOUTHEAST CORNER OF THE
 HW2011'SOUTH STONE ABUTMENT, IN THE TOP OF THE SECOND STEP, 18 FEET
 HW2011'EAST OF THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE
 HW2011'TRACK.  A STANDARD DISK, STAMPED X 31 1935.
 HW2011
 HW2011                          STATION RECOVERY (1983)
 HW2011
 HW2011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2011'NOT RECOVERED, THE MARK IS CONSIDERED DESTROYED AS THE STONE ABUTMENT
 HW2011'IS NOW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2978 ***********************************************************************
 KY2978  DESIGNATION -  X 312
 KY2978  PID         -  KY2978
 KY2978  STATE/COUNTY-  WV/OHIO
 KY2978  USGS QUAD   -  WHEELING (1994)
 KY2978
 KY2978                         *CURRENT SURVEY CONTROL
 KY2978  ___________________________________________________________________
 KY2978* NAD 83(1986)-  40 04 13.     (N)    080 43 26.     (W)     SCALED    
 KY2978* NAVD 88     -       213.921  (meters)     701.84   (feet)  ADJUSTED  
 KY2978  ___________________________________________________________________
 KY2978  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY2978  DYNAMIC HT  -         213.803 (meters)     701.45  (feet)  COMP
 KY2978  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 KY2978
 KY2978  VERT ORDER  -  FIRST     CLASS II
 KY2978
 KY2978.The horizontal coordinates were scaled from a topographic map and have
 KY2978.an estimated accuracy of +/- 6 seconds.
 KY2978
 KY2978.The orthometric height was determined by differential leveling
 KY2978.and adjusted by the National Geodetic Survey in June 1991..
 KY2978
 KY2978.The geoid height was determined by GEOID03.
 KY2978
 KY2978.The dynamic height is computed by dividing the NAVD 88
 KY2978.geopotential number by the normal gravity value computed on the
 KY2978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2978.degrees latitude (g = 980.6199 gals.).
 KY2978
 KY2978.The modeled gravity was interpolated from observed gravity values.
 KY2978
 KY2978;                    North         East    Units  Estimated Accuracy
 KY2978;SPC WV N     -   175,040.      495,600.      MT  (+/- 180 meters Scaled)
 KY2978
 KY2978                          SUPERSEDED SURVEY CONTROL
 KY2978
 KY2978.No superseded survey control is available for this station.
 KY2978
 KY2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE235355(NAD 83)
 KY2978_MARKER: DB = BENCH MARK DISK
 KY2978_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KY2978_SP_SET: BRIDGE ABUTMENT
 KY2978_STAMPING: X 312 1983
 KY2978_MARK LOGO: NGS   
 KY2978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY2978+STABILITY: POSITION/ELEVATION WELL
 KY2978
 KY2978  HISTORY     - Date     Condition        Report By
 KY2978  HISTORY     - 1983     MONUMENTED       NGS
 KY2978
 KY2978                          STATION DESCRIPTION
 KY2978
 KY2978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2978'IN WHEELING.
 KY2978'IN WHEELING, AT THE NORTHWEST CORNER OF THE WHEELING SUSPENSION BRIDGE
 KY2978'OVER THE OHIO RIVER, 5.33 METERS (17.5 FT) NORTHWEST OF THE CENTER OF
 KY2978'THE BRIDGE.
 KY2978'THE MARK IS ABOVE LEVEL WITH OLD TRAILS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1745 ***********************************************************************
 JX1745  CBN         -  This is a Cooperative Base Network Control Station.
 JX1745  DESIGNATION -  X 314
 JX1745  PID         -  JX1745
 JX1745  STATE/COUNTY-  WV/RITCHIE
 JX1745  USGS QUAD   -  SCHULTZ (1975)
 JX1745
 JX1745                         *CURRENT SURVEY CONTROL
 JX1745  ___________________________________________________________________
 JX1745* NAD 83(1995)-  39 15 24.31896(N)    081 10 34.83609(W)     ADJUSTED  
 JX1745* NAVD 88     -       280.080  (meters)     918.90   (feet)  ADJUSTED  
 JX1745  ___________________________________________________________________
 JX1745  X           -     758,613.892 (meters)                     COMP
 JX1745  Y           -  -4,887,000.364 (meters)                     COMP
 JX1745  Z           -   4,014,584.729 (meters)                     COMP
 JX1745  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 JX1745  ELLIP HEIGHT-         246.31  (meters)          (04/23/01) GPS OBS
 JX1745  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JX1745  DYNAMIC HT  -         279.908 (meters)     918.33  (feet)  COMP
 JX1745  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 JX1745
 JX1745  HORZ ORDER  -  A
 JX1745  VERT ORDER  -  FIRST     CLASS II
 JX1745  ELLP ORDER  -  FOURTH    CLASS I
 JX1745
 JX1745.The horizontal coordinates were established by GPS observations
 JX1745.and adjusted by the National Geodetic Survey in April 2001..
 JX1745
 JX1745.The orthometric height was determined by differential leveling
 JX1745.and adjusted by the National Geodetic Survey in June 1991..
 JX1745
 JX1745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX1745
 JX1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1745
 JX1745.The ellipsoidal height was determined by GPS observations
 JX1745.and is referenced to NAD 83.
 JX1745
 JX1745.The geoid height was determined by GEOID03.
 JX1745
 JX1745.The dynamic height is computed by dividing the NAVD 88
 JX1745.geopotential number by the normal gravity value computed on the
 JX1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1745.degrees latitude (g = 980.6199 gals.).
 JX1745
 JX1745.The modeled gravity was interpolated from observed gravity values.
 JX1745
 JX1745;                    North         East     Units Scale Factor Converg.
 JX1745;SPC WV N     -    85,362.361   455,324.675   MT  0.99996138   -1 04 08.9
 JX1745;UTM  17      - 4,345,284.436   484,785.455   MT  0.99960285   -0 06 41.7
 JX1745
 JX1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1745!SPC WV N     -   0.99996136  x   0.99996138  =   0.99992274
 JX1745!UTM  17      -   0.99996136  x   0.99960285  =   0.99956422
 JX1745
 JX1745                          SUPERSEDED SURVEY CONTROL
 JX1745
 JX1745  NAVD 88 (04/23/01)  280.08   (m)          918.9    (f) LEVELING    3  
 JX1745
 JX1745.Superseded values are not recommended for survey control.
 JX1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1745.See file dsdata.txt to determine how the superseded data were derived.
 JX1745
 JX1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD8478545284(NAD 83)
 JX1745_MARKER: DB = BENCH MARK DISK
 JX1745_SETTING: 66 = SET IN ROCK OUTCROP
 JX1745_SP_SET: ROCK OUTCROP
 JX1745_STAMPING: X 314 1983
 JX1745_MARK LOGO: NGS   
 JX1745_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX1745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1745+STABILITY: POSITION/ELEVATION WELL
 JX1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1745+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2000
 JX1745
 JX1745  HISTORY     - Date     Condition        Report By
 JX1745  HISTORY     - 1983     MONUMENTED       NGS
 JX1745  HISTORY     - 20000331 GOOD             WVALS
 JX1745  HISTORY     - 20040831 GOOD             JCLS
 JX1745
 JX1745                          STATION DESCRIPTION
 JX1745
 JX1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1745'10.1 KM (6.3 MI) WEST FROM ELLENBORO.
 JX1745'10.1 KM (6.3 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1745'HIGHWAY 16 IN ELLENBORO TO THE MARK ON THE RIGHT, 14.0 METERS
 JX1745'(46.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 JX1745'HIGHWAY.
 JX1745'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 JX1745'THE MARK IS 0.30 M BELOW HIGHWAY.
 JX1745
 JX1745                          STATION RECOVERY (2000)
 JX1745
 JX1745'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (RRC)
 JX1745'RECOVERED AS DESCRIBED.
 JX1745
 JX1745                          STATION RECOVERY (2004)
 JX1745
 JX1745'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 JX1745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1036 ***********************************************************************
 JW1036  DESIGNATION -  X 315
 JW1036  PID         -  JW1036
 JW1036  STATE/COUNTY-  WV/MONONGALIA
 JW1036  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1036
 JW1036                         *CURRENT SURVEY CONTROL
 JW1036  ___________________________________________________________________
 JW1036* NAD 83(1986)-  39 33 15.     (N)    079 59 05.     (W)     SCALED    
 JW1036* NAVD 88     -       334.902  (meters)    1098.76   (feet)  ADJUSTED  
 JW1036  ___________________________________________________________________
 JW1036  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JW1036  DYNAMIC HT  -         334.696 (meters)    1098.08  (feet)  COMP
 JW1036  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 JW1036
 JW1036  VERT ORDER  -  FIRST     CLASS II
 JW1036
 JW1036.The horizontal coordinates were scaled from a topographic map and have
 JW1036.an estimated accuracy of +/- 6 seconds.
 JW1036
 JW1036.The orthometric height was determined by differential leveling
 JW1036.and adjusted by the National Geodetic Survey in June 1991..
 JW1036
 JW1036.The geoid height was determined by GEOID03.
 JW1036
 JW1036.The dynamic height is computed by dividing the NAVD 88
 JW1036.geopotential number by the normal gravity value computed on the
 JW1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1036.degrees latitude (g = 980.6199 gals.).
 JW1036
 JW1036.The modeled gravity was interpolated from observed gravity values.
 JW1036
 JW1036;                    North         East    Units  Estimated Accuracy
 JW1036;SPC WV N     -   117,140.      558,340.      MT  (+/- 180 meters Scaled)
 JW1036
 JW1036                          SUPERSEDED SURVEY CONTROL
 JW1036
 JW1036.No superseded survey control is available for this station.
 JW1036
 JW1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND872787(NAD 83)
 JW1036_MARKER: DB = BENCH MARK DISK
 JW1036_SETTING: 66 = SET IN ROCK OUTCROP
 JW1036_SP_SET: ROCK OUTCROP
 JW1036_STAMPING: X 315 1983
 JW1036_MARK LOGO: NGS   
 JW1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1036+STABILITY: POSITION/ELEVATION WELL
 JW1036
 JW1036  HISTORY     - Date     Condition        Report By
 JW1036  HISTORY     - 1983     MONUMENTED       NGS
 JW1036
 JW1036                          STATION DESCRIPTION
 JW1036
 JW1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1036'8.9 KM (5.55 MI) SOUTH FROM MORGANTOWN.
 JW1036'8.9 KM (5.55 MI) SOUTH ALONG INTERSTATE 79 FROM THE SOUTH END OF THE
 JW1036'INTERSTATE BRIDGE OVER STATE HIGHWAY 19 IN MORGANTOWN TO THE MARK ON
 JW1036'THE RIGHT, AT MILEPOST 147, IN TOP OF THE BASE OF A ROCK CUT,
 JW1036'12.80 METERS (42.0 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE
 JW1036'OF THE INTERSTATE, 13.41 METERS (44.0 FT) NORTHWEST OF THE HIGHWAY
 JW1036'MILEPOST, 14.32 METERS (47.0 FT) NORTH OF THE SOUTH END OF THE ROCK
 JW1036'CUT.
 JW1036'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 JW1036'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1702 ***********************************************************************
 JX1702  DESIGNATION -  X 316
 JX1702  PID         -  JX1702
 JX1702  STATE/COUNTY-  WV/TYLER
 JX1702  USGS QUAD   -  NEW MATAMORAS (1994)
 JX1702
 JX1702                         *CURRENT SURVEY CONTROL
 JX1702  ___________________________________________________________________
 JX1702* NAD 83(1995)-  39 30 52.34034(N)    081 03 40.57076(W)     ADJUSTED  
 JX1702* NAVD 88     -       189.518  (meters)     621.78   (feet)  ADJUSTED  
 JX1702  ___________________________________________________________________
 JX1702  X           -     765,594.785 (meters)                     COMP
 JX1702  Y           -  -4,867,457.340 (meters)                     COMP
 JX1702  Z           -   4,036,648.002 (meters)                     COMP
 JX1702  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 JX1702  ELLIP HEIGHT-         155.69  (meters)          (04/23/01) GPS OBS
 JX1702  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JX1702  DYNAMIC HT  -         189.405 (meters)     621.41  (feet)  COMP
 JX1702  MODELED GRAV-     980,031.6   (mgal)                       NAVD 88
 JX1702
 JX1702  HORZ ORDER  -  FIRST
 JX1702  VERT ORDER  -  FIRST     CLASS II
 JX1702  ELLP ORDER  -  FOURTH    CLASS I
 JX1702
 JX1702.The horizontal coordinates were established by GPS observations
 JX1702.and adjusted by the National Geodetic Survey in April 2001..
 JX1702
 JX1702.The orthometric height was determined by differential leveling
 JX1702.and adjusted by the National Geodetic Survey in June 1991..
 JX1702
 JX1702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX1702
 JX1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1702
 JX1702.The ellipsoidal height was determined by GPS observations
 JX1702.and is referenced to NAD 83.
 JX1702
 JX1702.The geoid height was determined by GEOID03.
 JX1702
 JX1702.The dynamic height is computed by dividing the NAVD 88
 JX1702.geopotential number by the normal gravity value computed on the
 JX1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1702.degrees latitude (g = 980.6199 gals.).
 JX1702
 JX1702.The modeled gravity was interpolated from observed gravity values.
 JX1702
 JX1702;                    North         East     Units Scale Factor Converg.
 JX1702;SPC WV N     -   113,797.545   465,752.303   MT  0.99994262   -0 59 44.6
 JX1702;UTM  17      - 4,373,879.847   494,733.193   MT  0.99960034   -0 02 20.3
 JX1702
 JX1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1702!SPC WV N     -   0.99997557  x   0.99994262  =   0.99991820
 JX1702!UTM  17      -   0.99997557  x   0.99960034  =   0.99957592
 JX1702
 JX1702                          SUPERSEDED SURVEY CONTROL
 JX1702
 JX1702  NAVD 88 (04/23/01)  189.52   (m)          621.8    (f) LEVELING    3  
 JX1702
 JX1702.Superseded values are not recommended for survey control.
 JX1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1702.See file dsdata.txt to determine how the superseded data were derived.
 JX1702
 JX1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9473373880(NAD 83)
 JX1702_MARKER: I = METAL ROD
 JX1702_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1702_SP_SET: STAINLESS STEEL ROD
 JX1702_STAMPING: X 316 1983
 JX1702_MARK LOGO: NGS   
 JX1702_PROJECTION: FLUSH
 JX1702_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX1702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1702+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2000
 JX1702_ROD/PIPE-DEPTH: 15.0 meters
 JX1702
 JX1702  HISTORY     - Date     Condition        Report By
 JX1702  HISTORY     - 1983     MONUMENTED       NGS
 JX1702  HISTORY     - 20000331 GOOD             WVALS
 JX1702
 JX1702                          STATION DESCRIPTION
 JX1702
 JX1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1702'IN FRIENDLY.
 JX1702'IN FRIENDLY, ALONG STATE HIGHWAY 2 AND ON PROPERTY OF THE U.S. POST
 JX1702'OFFICE, 14.60 METERS (47.9 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 JX1702'THE HIGHWAY, 10.12 METERS (33.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 JX1702'OF THE BUILDING, 0.46 METER (1.5 FT) NORTH-NORTHWEST OF THE FACE OF
 JX1702'THE CONCRETE BASE OF THE FLAGPOLE.
 JX1702'THE MARK IS 0.18 M BELOW HIGHWAY.
 JX1702
 JX1702                          STATION RECOVERY (2000)
 JX1702
 JX1702'RECOVERY NOTE BY WV ASSOCIATION OF LAND SURVEYORS 2000 (HP)
 JX1702'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1123 ***********************************************************************
 JW1123  DESIGNATION -  X 317
 JW1123  PID         -  JW1123
 JW1123  STATE/COUNTY-  WV/PRESTON
 JW1123  USGS QUAD   -  KINGWOOD (1976)
 JW1123
 JW1123                         *CURRENT SURVEY CONTROL
 JW1123  ___________________________________________________________________
 JW1123* NAD 83(1986)-  39 25 37.     (N)    079 41 17.     (W)     SCALED    
 JW1123* NAVD 88     -       384.942  (meters)    1262.93   (feet)  ADJUSTED  
 JW1123  ___________________________________________________________________
 JW1123  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JW1123  DYNAMIC HT  -         384.700 (meters)    1262.14  (feet)  COMP
 JW1123  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 JW1123
 JW1123  VERT ORDER  -  FIRST     CLASS II
 JW1123
 JW1123.The horizontal coordinates were scaled from a topographic map and have
 JW1123.an estimated accuracy of +/- 6 seconds.
 JW1123
 JW1123.The orthometric height was determined by differential leveling
 JW1123.and adjusted by the National Geodetic Survey in June 1991..
 JW1123
 JW1123.The geoid height was determined by GEOID03.
 JW1123
 JW1123.The dynamic height is computed by dividing the NAVD 88
 JW1123.geopotential number by the normal gravity value computed on the
 JW1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1123.degrees latitude (g = 980.6199 gals.).
 JW1123
 JW1123.The modeled gravity was interpolated from observed gravity values.
 JW1123
 JW1123;                    North         East    Units  Estimated Accuracy
 JW1123;SPC WV N     -   102,920.      583,810.      MT  (+/- 180 meters Scaled)
 JW1123
 JW1123                          SUPERSEDED SURVEY CONTROL
 JW1123
 JW1123.No superseded survey control is available for this station.
 JW1123
 JW1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD129649(NAD 83)
 JW1123_MARKER: DB = BENCH MARK DISK
 JW1123_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1123_SP_SET: BRIDGE ABUTMENT
 JW1123_STAMPING: X 317 1983
 JW1123_MARK LOGO: NGS   
 JW1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1123
 JW1123  HISTORY     - Date     Condition        Report By
 JW1123  HISTORY     - 1983     MONUMENTED       NGS
 JW1123
 JW1123                          STATION DESCRIPTION
 JW1123
 JW1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1123'12.6 KM (7.85 MI) NORTH FROM ROWLESBURG.
 JW1123'12.6 KM (7.85 MI) NORTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1123'ELEMENTARY SCHOOL IN ROWLESBURG TO THE MARK ON THE LEFT, IN TOP OF THE
 JW1123'WEST END OF THE NORTH ABUTMENT OF THE HIGHWAY BRIDGE OVER HEATHER RUN,
 JW1123'4.87 METERS (16.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 JW1123'0.30 METER (1.0 FT) NORTHWEST OF THE WEST HEADWALL OF THE BRIDGE.
 JW1123'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1768 ***********************************************************************
 JX1768  DESIGNATION -  X 319
 JX1768  PID         -  JX1768
 JX1768  STATE/COUNTY-  WV/HARRISON
 JX1768  USGS QUAD   -  WOLF SUMMIT (1976)
 JX1768
 JX1768                         *CURRENT SURVEY CONTROL
 JX1768  ___________________________________________________________________
 JX1768* NAD 83(1986)-  39 17 04.     (N)    080 23 26.     (W)     SCALED    
 JX1768* NAVD 88     -       314.679  (meters)    1032.41   (feet)  ADJUSTED  
 JX1768  ___________________________________________________________________
 JX1768  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JX1768  DYNAMIC HT  -         314.482 (meters)    1031.76  (feet)  COMP
 JX1768  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 JX1768
 JX1768  VERT ORDER  -  FIRST     CLASS II
 JX1768
 JX1768.The horizontal coordinates were scaled from a topographic map and have
 JX1768.an estimated accuracy of +/- 6 seconds.
 JX1768
 JX1768.The orthometric height was determined by differential leveling
 JX1768.and adjusted by the National Geodetic Survey in June 1991..
 JX1768
 JX1768.The geoid height was determined by GEOID03.
 JX1768
 JX1768.The dynamic height is computed by dividing the NAVD 88
 JX1768.geopotential number by the normal gravity value computed on the
 JX1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1768.degrees latitude (g = 980.6199 gals.).
 JX1768
 JX1768.The modeled gravity was interpolated from observed gravity values.
 JX1768
 JX1768;                    North         East    Units  Estimated Accuracy
 JX1768;SPC WV N     -    87,470.      523,170.      MT  (+/- 180 meters Scaled)
 JX1768
 JX1768                          SUPERSEDED SURVEY CONTROL
 JX1768
 JX1768.No superseded survey control is available for this station.
 JX1768
 JX1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND525485(NAD 83)
 JX1768_MARKER: DB = BENCH MARK DISK
 JX1768_SETTING: 66 = SET IN ROCK OUTCROP
 JX1768_SP_SET: ROCK OUTCROP
 JX1768_STAMPING: X 319 1983
 JX1768_MARK LOGO: NGS   
 JX1768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1768+STABILITY: POSITION/ELEVATION WELL
 JX1768
 JX1768  HISTORY     - Date     Condition        Report By
 JX1768  HISTORY     - 1983     MONUMENTED       NGS
 JX1768
 JX1768                          STATION DESCRIPTION
 JX1768
 JX1768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1768'10.3 KM (6.45 MI) WEST FROM CLARKSBURG.
 JX1768'10.3 KM (6.45 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JX1768'INTERSTATE 79 AT THE EAST EDGE OF CLARKSBURG TO THE MARK ON THE LEFT,
 JX1768'24.5 METERS (80.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 JX1768'THE HIGHWAY.
 JX1768'THE MARK IS 0.76 METERS  S FROM A WITNESS POST.
 JX1768'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4098 ***********************************************************************
 JV4098  DESIGNATION -  X 320
 JV4098  PID         -  JV4098
 JV4098  STATE/COUNTY-  WV/JEFFERSON
 JV4098  USGS QUAD   -  MIDDLEWAY (1978)
 JV4098
 JV4098                         *CURRENT SURVEY CONTROL
 JV4098  ___________________________________________________________________
 JV4098* NAD 83(1986)-  39 15 07.     (N)    077 56 32.     (W)     SCALED    
 JV4098* NAVD 88     -       182.412  (meters)     598.46   (feet)  ADJUSTED  
 JV4098  ___________________________________________________________________
 JV4098  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JV4098  DYNAMIC HT  -         182.299 (meters)     598.09  (feet)  COMP
 JV4098  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 JV4098
 JV4098  VERT ORDER  -  FIRST     CLASS II
 JV4098
 JV4098.The horizontal coordinates were scaled from a topographic map and have
 JV4098.an estimated accuracy of +/- 6 seconds.
 JV4098
 JV4098.The orthometric height was determined by differential leveling
 JV4098.and adjusted by the National Geodetic Survey in June 1991..
 JV4098
 JV4098.The geoid height was determined by GEOID03.
 JV4098
 JV4098.The dynamic height is computed by dividing the NAVD 88
 JV4098.geopotential number by the normal gravity value computed on the
 JV4098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4098.degrees latitude (g = 980.6199 gals.).
 JV4098
 JV4098.The modeled gravity was interpolated from observed gravity values.
 JV4098
 JV4098;                    North         East    Units  Estimated Accuracy
 JV4098;SPC WV N     -    84,640.      734,450.      MT  (+/- 180 meters Scaled)
 JV4098
 JV4098                          SUPERSEDED SURVEY CONTROL
 JV4098
 JV4098.No superseded survey control is available for this station.
 JV4098
 JV4098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ461488(NAD 83)
 JV4098_MARKER: DB = BENCH MARK DISK
 JV4098_SETTING: 66 = SET IN ROCK OUTCROP
 JV4098_SP_SET: ROCK OUTCROP
 JV4098_STAMPING: X 320 1983
 JV4098_MARK LOGO: NGS   
 JV4098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4098+STABILITY: POSITION/ELEVATION WELL
 JV4098
 JV4098  HISTORY     - Date     Condition        Report By
 JV4098  HISTORY     - 1983     MONUMENTED       NGS
 JV4098
 JV4098                          STATION DESCRIPTION
 JV4098
 JV4098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4098'1.4 KM (0.9 MI) NE FROM SUMMIT POINT.
 JV4098'1.4 KM (0.9 MI) NORTHEAST ALONG COUNTY ROAD 13 FROM THE JUNCTION OF
 JV4098'LEETOWN ROAD IN SUMMIT POINT TO THE MARK ON THE RIGHT, IN THE
 JV4098'NORTHEAST END OF A ROCK LEDGE RUNNING SOUTHWEST, 12.1 METERS (40.0 FT)
 JV4098'SOUTH OF THE CENTERLINE OF THE ROAD, 28.0 METERS (92.0 FT) EAST OF THE
 JV4098'CENTER OF A DRIVEWAY, 13.7 METERS (45.0 FT) EAST OF POWER POLE M73651,
 JV4098'4.5 METERS (15.0 FT) SOUTH OF A GUY POLE.
 JV4098'THE MARK IS 0.60 METERS  NE FROM A WITNESS POST.
 JV4098'THE MARK IS 0.45 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3194 ***********************************************************************
 HW3194  DESIGNATION -  X 322
 HW3194  PID         -  HW3194
 HW3194  STATE/COUNTY-  WV/BARBOUR
 HW3194  USGS QUAD   -  JUNIOR (1976)
 HW3194
 HW3194                         *CURRENT SURVEY CONTROL
 HW3194  ___________________________________________________________________
 HW3194* NAD 83(1986)-  38 58 59.     (N)    079 56 34.     (W)     SCALED    
 HW3194* NAVD 88     -       526.118  (meters)    1726.11   (feet)  ADJUSTED  
 HW3194  ___________________________________________________________________
 HW3194  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 HW3194  DYNAMIC HT  -         525.753 (meters)    1724.91  (feet)  COMP
 HW3194  MODELED GRAV-     979,916.7   (mgal)                       NAVD 88
 HW3194
 HW3194  VERT ORDER  -  FIRST     CLASS II
 HW3194
 HW3194.The horizontal coordinates were scaled from a topographic map and have
 HW3194.an estimated accuracy of +/- 6 seconds.
 HW3194
 HW3194.The orthometric height was determined by differential leveling
 HW3194.and adjusted by the National Geodetic Survey in June 1991..
 HW3194
 HW3194.The geoid height was determined by GEOID03.
 HW3194
 HW3194.The dynamic height is computed by dividing the NAVD 88
 HW3194.geopotential number by the normal gravity value computed on the
 HW3194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3194.degrees latitude (g = 980.6199 gals.).
 HW3194
 HW3194.The modeled gravity was interpolated from observed gravity values.
 HW3194
 HW3194;                    North         East    Units  Estimated Accuracy
 HW3194;SPC WV N     -    53,720.      561,640.      MT  (+/- 180 meters Scaled)
 HW3194
 HW3194                          SUPERSEDED SURVEY CONTROL
 HW3194
 HW3194.No superseded survey control is available for this station.
 HW3194
 HW3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND915154(NAD 83)
 HW3194_MARKER: DB = BENCH MARK DISK
 HW3194_SETTING: 66 = SET IN ROCK OUTCROP
 HW3194_SP_SET: ROCK OUTCROP
 HW3194_STAMPING: X 322 1983
 HW3194_MARK LOGO: NGS   
 HW3194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3194+STABILITY: POSITION/ELEVATION WELL
 HW3194
 HW3194  HISTORY     - Date     Condition        Report By
 HW3194  HISTORY     - 1983     MONUMENTED       NGS
 HW3194
 HW3194                          STATION DESCRIPTION
 HW3194
 HW3194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3194'5.3 KM (3.3 MI) SOUTH FROM BELINGTON.
 HW3194'5.3 KM (3.3 MI) SOUTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 HW3194'BELINGTON TO THE MARK ON THE RIGHT, SET IN TOP AND CENTERED OF A FLAT
 HW3194'ROCK OUTCROP, 7.62 METERS (25.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 HW3194'HIGHWAY, 33.68 METERS (110.5 FT) NORTHEAST OF THE NORTH CORNER OF A
 HW3194'SMALL BRICK PUMPING STATION, 6.92 METERS (22.7 FT) SOUTHWEST OF
 HW3194'UTILITY POLE 2/115.
 HW3194'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3216 ***********************************************************************
 GX3216  DESIGNATION -  X 323
 GX3216  PID         -  GX3216
 GX3216  STATE/COUNTY-  WV/GREENBRIER
 GX3216  USGS QUAD   -  WILLIAMSBURG (1972)
 GX3216
 GX3216                         *CURRENT SURVEY CONTROL
 GX3216  ___________________________________________________________________
 GX3216* NAD 83(1986)-  37 58 53.     (N)    080 22 34.     (W)     SCALED    
 GX3216* NAVD 88     -       612.488  (meters)    2009.47   (feet)  ADJUSTED  
 GX3216  ___________________________________________________________________
 GX3216  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX3216  DYNAMIC HT  -         611.987 (meters)    2007.83  (feet)  COMP
 GX3216  MODELED GRAV-     979,793.0   (mgal)                       NAVD 88
 GX3216
 GX3216  VERT ORDER  -  FIRST     CLASS II
 GX3216
 GX3216.The horizontal coordinates were scaled from a topographic map and have
 GX3216.an estimated accuracy of +/- 6 seconds.
 GX3216
 GX3216.The orthometric height was determined by differential leveling
 GX3216.and adjusted by the National Geodetic Survey in June 1991..
 GX3216
 GX3216.The geoid height was determined by GEOID03.
 GX3216
 GX3216.The dynamic height is computed by dividing the NAVD 88
 GX3216.geopotential number by the normal gravity value computed on the
 GX3216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3216.degrees latitude (g = 980.6199 gals.).
 GX3216
 GX3216.The modeled gravity was interpolated from observed gravity values.
 GX3216
 GX3216;                    North         East    Units  Estimated Accuracy
 GX3216;SPC WV S     -   109,110.      654,810.      MT  (+/- 180 meters Scaled)
 GX3216
 GX3216                          SUPERSEDED SURVEY CONTROL
 GX3216
 GX3216.No superseded survey control is available for this station.
 GX3216
 GX3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC547039(NAD 83)
 GX3216_MARKER: DB = BENCH MARK DISK
 GX3216_SETTING: 66 = SET IN ROCK OUTCROP
 GX3216_SP_SET: ROCK OUTCROP
 GX3216_STAMPING: X 323 1983
 GX3216_MARK LOGO: NGS   
 GX3216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3216+STABILITY: POSITION/ELEVATION WELL
 GX3216
 GX3216  HISTORY     - Date     Condition        Report By
 GX3216  HISTORY     - 1983     MONUMENTED       NGS
 GX3216
 GX3216                          STATION DESCRIPTION
 GX3216
 GX3216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GX3216'1.8 KM (1.15 MI) SOUTH FROM RENICK.
 GX3216'1.8 KM (1.15 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 GX3216'RENICK TO THE MARK ON THE RIGHT, IN TOP OF A LEDGE OF A ROCK CUT,
 GX3216'6.40 METERS (21.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GX3216'10.67 METERS (35.0 FT) WEST OF THE JUNCTION OF A PAVED ROAD,
 GX3216'5.49 METERS (18.0 FT) WEST OF THE EAST END OF THE ROCK CUT.
 GX3216'THE MARK IS 0.35 METERS  W FROM A WITNESS POST.
 GX3216'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2803 ***********************************************************************
 HX2803  DESIGNATION -  X 324
 HX2803  PID         -  HX2803
 HX2803  STATE/COUNTY-  WV/POCAHONTAS
 HX2803  USGS QUAD   -  DROOP (1995)
 HX2803
 HX2803                         *CURRENT SURVEY CONTROL
 HX2803  ___________________________________________________________________
 HX2803* NAD 83(1986)-  38 07 02.     (N)    080 15 13.     (W)     SCALED    
 HX2803* NAVD 88     -       810.218  (meters)    2658.19   (feet)  ADJUSTED  
 HX2803  ___________________________________________________________________
 HX2803  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX2803  DYNAMIC HT  -         809.532 (meters)    2655.94  (feet)  COMP
 HX2803  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 HX2803
 HX2803  VERT ORDER  -  FIRST     CLASS II
 HX2803
 HX2803.The horizontal coordinates were scaled from a topographic map and have
 HX2803.an estimated accuracy of +/- 6 seconds.
 HX2803
 HX2803.The orthometric height was determined by differential leveling
 HX2803.and adjusted by the National Geodetic Survey in June 1991..
 HX2803
 HX2803.The geoid height was determined by GEOID03.
 HX2803
 HX2803.The dynamic height is computed by dividing the NAVD 88
 HX2803.geopotential number by the normal gravity value computed on the
 HX2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2803.degrees latitude (g = 980.6199 gals.).
 HX2803
 HX2803.The modeled gravity was interpolated from observed gravity values.
 HX2803
 HX2803;                    North         East    Units  Estimated Accuracy
 HX2803;SPC WV S     -   124,260.      665,450.      MT  (+/- 180 meters Scaled)
 HX2803
 HX2803                          SUPERSEDED SURVEY CONTROL
 HX2803
 HX2803.No superseded survey control is available for this station.
 HX2803
 HX2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC654190(NAD 83)
 HX2803_MARKER: DB = BENCH MARK DISK
 HX2803_SETTING: 66 = SET IN ROCK OUTCROP
 HX2803_SP_SET: ROCK OUTCROP
 HX2803_STAMPING: X 324 1983
 HX2803_MARK LOGO: NGS   
 HX2803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2803+STABILITY: POSITION/ELEVATION WELL
 HX2803
 HX2803  HISTORY     - Date     Condition        Report By
 HX2803  HISTORY     - 1983     MONUMENTED       NGS
 HX2803
 HX2803                          STATION DESCRIPTION
 HX2803
 HX2803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2803'4.7 KM (2.9 MI) SOUTH FROM HILLSBORO.
 HX2803'4.7 KM (2.9 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 HX2803'HILLSBORO TO THE MARK ON THE RIGHT, SET IN TOP OF A FLAT AREA OF A
 HX2803'ROCK CUT, IN A PERPENDICULAR LINE FROM THE HIGHWAY TO A SMALL WOOD
 HX2803'FRAME HOUSE ON THE NORTH SIDE OF THE HIGHWAY, 6.10 METERS (20.0 FT)
 HX2803'NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.49 METER (1.6 FT) NORTH OF
 HX2803'THE MOST SOUTHERLY POINT OF THE ROCK.
 HX2803'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3201 ***********************************************************************
 GX3201  DESIGNATION -  X 325
 GX3201  PID         -  GX3201
 GX3201  STATE/COUNTY-  WV/GREENBRIER
 GX3201  USGS QUAD   -  FORT SPRING (1971)
 GX3201
 GX3201                         *CURRENT SURVEY CONTROL
 GX3201  ___________________________________________________________________
 GX3201* NAD 83(1986)-  37 44 56.     (N)    080 33 41.     (W)     SCALED    
 GX3201* NAVD 88     -       506.530  (meters)    1661.84   (feet)  ADJUSTED  
 GX3201  ___________________________________________________________________
 GX3201  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GX3201  DYNAMIC HT  -         506.117 (meters)    1660.49  (feet)  COMP
 GX3201  MODELED GRAV-     979,797.9   (mgal)                       NAVD 88
 GX3201
 GX3201  VERT ORDER  -  FIRST     CLASS II
 GX3201
 GX3201.The horizontal coordinates were scaled from a topographic map and have
 GX3201.an estimated accuracy of +/- 6 seconds.
 GX3201
 GX3201.The orthometric height was determined by differential leveling
 GX3201.and adjusted by the National Geodetic Survey in June 1991..
 GX3201
 GX3201.The geoid height was determined by GEOID03.
 GX3201
 GX3201.The dynamic height is computed by dividing the NAVD 88
 GX3201.geopotential number by the normal gravity value computed on the
 GX3201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3201.degrees latitude (g = 980.6199 gals.).
 GX3201
 GX3201.The modeled gravity was interpolated from observed gravity values.
 GX3201
 GX3201;                    North         East    Units  Estimated Accuracy
 GX3201;SPC WV S     -    83,210.      638,650.      MT  (+/- 180 meters Scaled)
 GX3201
 GX3201                          SUPERSEDED SURVEY CONTROL
 GX3201
 GX3201.No superseded survey control is available for this station.
 GX3201
 GX3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB386780(NAD 83)
 GX3201_MARKER: DB = BENCH MARK DISK
 GX3201_SETTING: 66 = SET IN ROCK OUTCROP
 GX3201_SP_SET: ROCK OUTCROP
 GX3201_STAMPING: X 325 1984
 GX3201_MARK LOGO: NGS   
 GX3201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3201+STABILITY: POSITION/ELEVATION WELL
 GX3201
 GX3201  HISTORY     - Date     Condition        Report By
 GX3201  HISTORY     - 1984     MONUMENTED       NGS
 GX3201
 GX3201                          STATION DESCRIPTION
 GX3201
 GX3201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3201'1.3 KM (7.05 MI) WEST FROM RONCEVERTE.
 GX3201'0.5 KM (0.3 MI) WEST ALONG U.S. HIGHWAY 219 FROM THE CITY HALL IN
 GX3201'RONCEVERTE, THENCE 10.9 KM (6.75 MI) WEST ALONG STATE HIGHWAY 63 TO
 GX3201'THE MARK ON THE RIGHT, SET VERTICALLY NEAR THE SOUTH END OF A VERY
 GX3201'LONG CUT ROCK, ALSO 0.9 KM (0.55 MI) NORTH ALONG STATE HIGHWAY 12 FROM
 GX3201'THE JUNCTION OF NORTH MONROE STREET IN ALDERSON, THENCE 8.1 KM
 GX3201'(5.05 MI) EAST ALONG STATE HIGHWAY 63, 7.62 METERS (25.0 FT) WEST OF
 GX3201'THE CENTERLINE OF THE HIGHWAY, 13.72 METERS (45.0 FT) NORTH OF THE
 GX3201'SOUTH END OF THE CUT ROCK.
 GX3201'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4105 ***********************************************************************
 JV4105  DESIGNATION -  X 326
 JV4105  PID         -  JV4105
 JV4105  STATE/COUNTY-  WV/BERKELEY
 JV4105  USGS QUAD   -  HEDGESVILLE (1979)
 JV4105
 JV4105                         *CURRENT SURVEY CONTROL
 JV4105  ___________________________________________________________________
 JV4105* NAD 83(1986)-  39 30 24.     (N)    077 58 07.     (W)     SCALED    
 JV4105* NAVD 88     -       167.118  (meters)     548.29   (feet)  ADJUSTED  
 JV4105  ___________________________________________________________________
 JV4105  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JV4105  DYNAMIC HT  -         167.019 (meters)     547.96  (feet)  COMP
 JV4105  MODELED GRAV-     980,029.0   (mgal)                       NAVD 88
 JV4105
 JV4105  VERT ORDER  -  FIRST     CLASS II
 JV4105
 JV4105.The horizontal coordinates were scaled from a topographic map and have
 JV4105.an estimated accuracy of +/- 6 seconds.
 JV4105
 JV4105.The orthometric height was determined by differential leveling
 JV4105.and adjusted by the National Geodetic Survey in June 1991..
 JV4105
 JV4105.The geoid height was determined by GEOID03.
 JV4105
 JV4105.The dynamic height is computed by dividing the NAVD 88
 JV4105.geopotential number by the normal gravity value computed on the
 JV4105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4105.degrees latitude (g = 980.6199 gals.).
 JV4105
 JV4105.The modeled gravity was interpolated from observed gravity values.
 JV4105
 JV4105;                    North         East    Units  Estimated Accuracy
 JV4105;SPC WV N     -   112,880.      731,690.      MT  (+/- 180 meters Scaled)
 JV4105
 JV4105                          SUPERSEDED SURVEY CONTROL
 JV4105
 JV4105.No superseded survey control is available for this station.
 JV4105
 JV4105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ447772(NAD 83)
 JV4105_MARKER: DB = BENCH MARK DISK
 JV4105_SETTING: 66 = SET IN ROCK OUTCROP
 JV4105_SP_SET: ROCK OUTCROP
 JV4105_STAMPING: X 326 1983
 JV4105_MARK LOGO: NGS   
 JV4105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4105+STABILITY: POSITION/ELEVATION WELL
 JV4105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV4105+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004
 JV4105
 JV4105  HISTORY     - Date     Condition        Report By
 JV4105  HISTORY     - 1983     MONUMENTED       NGS
 JV4105  HISTORY     - 20040823 GOOD             DEWDAV
 JV4105
 JV4105                          STATION DESCRIPTION
 JV4105
 JV4105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4105'5.9 KM (3.65 MI) SE FROM HEDGESVILLE.
 JV4105'5.9 KM (3.65 MI) SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 JV4105'IN HEDGESVILLE TO THE MARK ON THE LEFT, AT THE JUNCTION OF A GRADED
 JV4105'ROAD, IN OUTCROP AT THE SOUTHEAST CORNER OF A FENCED PASTURE, ALSO
 JV4105'6.6 KM (4.1 MI) NORTH ALONG HIGHWAY 9 FROM THE COURTHOUSE IN
 JV4105'MARTINSBURG, 21.03 METERS (69.0 FT) EAST OF THE CENTERLINE OF THE
 JV4105'HIGHWAY, 29.60 METERS (97.0 FT) NORTH OF THE CENTER OF THE GRADED
 JV4105'ROAD, 15.90 METERS (52.0 FT) NORTH OF THE SOUTHEAST CORNER POST OF THE
 JV4105'FENCE AROUND THE PASTURE, 7.92 METERS (26.0 FT) EAST-NORTHEAST OF A
 JV4105'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 JV4105'THE MARK IS 6.70 METERS  E FROM A WITNESS POST.
 JV4105'THE MARK IS 1.21 M ABOVE HIGHWAY.
 JV4105
 JV4105                          STATION RECOVERY (2004)
 JV4105
 JV4105'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KWN)
 JV4105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3235 ***********************************************************************
 GX3235  DESIGNATION -  X 328
 GX3235  PID         -  GX3235
 GX3235  STATE/COUNTY-  WV/GREENBRIER
 GX3235  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX3235
 GX3235                         *CURRENT SURVEY CONTROL
 GX3235  ___________________________________________________________________
 GX3235* NAD 83(1986)-  37 47 58.     (N)    080 16 50.     (W)     SCALED    
 GX3235* NAVD 88     -       600.082  (meters)    1968.77   (feet)  ADJUSTED  
 GX3235  ___________________________________________________________________
 GX3235  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GX3235  DYNAMIC HT  -         599.578 (meters)    1967.12  (feet)  COMP
 GX3235  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 GX3235
 GX3235  VERT ORDER  -  FIRST     CLASS II
 GX3235
 GX3235.The horizontal coordinates were scaled from a topographic map and have
 GX3235.an estimated accuracy of +/- 6 seconds.
 GX3235
 GX3235.The orthometric height was determined by differential leveling
 GX3235.and adjusted by the National Geodetic Survey in June 1991..
 GX3235
 GX3235.The geoid height was determined by GEOID03.
 GX3235
 GX3235.The dynamic height is computed by dividing the NAVD 88
 GX3235.geopotential number by the normal gravity value computed on the
 GX3235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3235.degrees latitude (g = 980.6199 gals.).
 GX3235
 GX3235.The modeled gravity was interpolated from observed gravity values.
 GX3235
 GX3235;                    North         East    Units  Estimated Accuracy
 GX3235;SPC WV S     -    88,980.      663,360.      MT  (+/- 180 meters Scaled)
 GX3235
 GX3235                          SUPERSEDED SURVEY CONTROL
 GX3235
 GX3235.No superseded survey control is available for this station.
 GX3235
 GX3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB633838(NAD 83)
 GX3235_MARKER: DB = BENCH MARK DISK
 GX3235_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX3235_SP_SET: ABUTMENT
 GX3235_STAMPING: X 328 1984
 GX3235_MARK LOGO: NGS   
 GX3235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3235
 GX3235  HISTORY     - Date     Condition        Report By
 GX3235  HISTORY     - 1984     MONUMENTED       NGS
 GX3235
 GX3235                          STATION DESCRIPTION
 GX3235
 GX3235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3235'1.6 KM (1.0 MI) EAST FROM WHITE SULPHUR SPRINGS.
 GX3235'1.6 KM (1.0 MI) EAST ALONG INTERSTATE 64 FROM THE EAST END OF THE
 GX3235'HIGHWAY BRIDGE OVER THE CHESAPEAKE AND OHIO RAILROAD IN WHITE SULPHUR
 GX3235'SPRINGS TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTH END OF THE WEST
 GX3235'ABUTMENT OF THE EASTBOUND BRIDGE OF THE INTERSTATE, 6.1 METERS
 GX3235'(20.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF THE
 GX3235'INTERSTATE.
 GX3235'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0092 ***********************************************************************
 HX0092  DESIGNATION -  X 33
 HX0092  PID         -  HX0092
 HX0092  STATE/COUNTY-  WV/UPSHUR
 HX0092  USGS QUAD   -  ELLAMORE (1987)
 HX0092
 HX0092                         *CURRENT SURVEY CONTROL
 HX0092  ___________________________________________________________________
 HX0092* NAD 83(1986)-  38 55 45.     (N)    080 06 48.     (W)     SCALED    
 HX0092* NAVD 88     -       598.749  (meters)    1964.40   (feet)  ADJUSTED  
 HX0092  ___________________________________________________________________
 HX0092  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HX0092  DYNAMIC HT  -         598.333 (meters)    1963.03  (feet)  COMP
 HX0092  MODELED GRAV-     979,913.1   (mgal)                       NAVD 88
 HX0092
 HX0092  VERT ORDER  -  SECOND    CLASS 0
 HX0092
 HX0092.The horizontal coordinates were scaled from a topographic map and have
 HX0092.an estimated accuracy of +/- 6 seconds.
 HX0092
 HX0092.The orthometric height was determined by differential leveling
 HX0092.and adjusted by the National Geodetic Survey in June 1991..
 HX0092
 HX0092.The geoid height was determined by GEOID03.
 HX0092
 HX0092.The dynamic height is computed by dividing the NAVD 88
 HX0092.geopotential number by the normal gravity value computed on the
 HX0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0092.degrees latitude (g = 980.6199 gals.).
 HX0092
 HX0092.The modeled gravity was interpolated from observed gravity values.
 HX0092
 HX0092;                    North         East    Units  Estimated Accuracy
 HX0092;SPC WV S     -   214,490.      676,890.      MT  (+/- 180 meters Scaled)
 HX0092
 HX0092                          SUPERSEDED SURVEY CONTROL
 HX0092
 HX0092  NGVD 29 (??/??/92)  598.918  (m)         1964.95   (f) ADJ UNCH    2 0
 HX0092
 HX0092.Superseded values are not recommended for survey control.
 HX0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0092.See file dsdata.txt to determine how the superseded data were derived.
 HX0092
 HX0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND768092(NAD 83)
 HX0092_MARKER: DB = BENCH MARK DISK
 HX0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0092_SP_SET: CULVERT
 HX0092_STAMPING: X 33 1935
 HX0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0092
 HX0092  HISTORY     - Date     Condition        Report By
 HX0092  HISTORY     - 1935     MONUMENTED       CGS
 HX0092  HISTORY     - 1962     GOOD             NGS
 HX0092
 HX0092                          STATION DESCRIPTION
 HX0092
 HX0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0092'3.1 MI NW FROM ELLAMORE.
 HX0092'ABOUT 1.3 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX0092'OFFICE AT ELLAMORE, THENCE ABOUT 1.8 MILES WEST ALONG AN
 HX0092'ABANDONED RAILROAD, SET ON TOP OF THE NORTHEAST CORNER OF THE
 HX0092'NORTH STONE HEAD WALL OF BOX CULVERT, 18 FEET NORTH OF THE
 HX0092'CENTER LINE OF THE OLD ROADBED, AND ABOUT 4 FEET BELOW THE LEVEL
 HX0092'OF THE ROADBED.  NOTE-- THIS MARK IS ABOUT 0.4 MILE EAST OF THE
 HX0092'EAST END OF SAND RUN TUNNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2830 ***********************************************************************
 HX2830  DESIGNATION -  X 330
 HX2830  PID         -  HX2830
 HX2830  STATE/COUNTY-  WV/JACKSON
 HX2830  USGS QUAD   -  RAVENSWOOD (1994)
 HX2830
 HX2830                         *CURRENT SURVEY CONTROL
 HX2830  ___________________________________________________________________
 HX2830* NAD 83(1986)-  38 57 49.     (N)    081 46 19.     (W)     SCALED    
 HX2830* NAVD 88     -       185.577  (meters)     608.85   (feet)  ADJUSTED  
 HX2830  ___________________________________________________________________
 HX2830  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 HX2830  DYNAMIC HT  -         185.458 (meters)     608.46  (feet)  COMP
 HX2830  MODELED GRAV-     979,983.6   (mgal)                       NAVD 88
 HX2830
 HX2830  VERT ORDER  -  FIRST     CLASS II
 HX2830
 HX2830.The horizontal coordinates were scaled from a topographic map and have
 HX2830.an estimated accuracy of +/- 6 seconds.
 HX2830
 HX2830.The orthometric height was determined by differential leveling
 HX2830.and adjusted by the National Geodetic Survey in June 1991..
 HX2830
 HX2830.The geoid height was determined by GEOID03.
 HX2830
 HX2830.The dynamic height is computed by dividing the NAVD 88
 HX2830.geopotential number by the normal gravity value computed on the
 HX2830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2830.degrees latitude (g = 980.6199 gals.).
 HX2830
 HX2830.The modeled gravity was interpolated from observed gravity values.
 HX2830
 HX2830;                    North         East    Units  Estimated Accuracy
 HX2830;SPC WV S     -   218,230.      533,100.      MT  (+/- 180 meters Scaled)
 HX2830
 HX2830                          SUPERSEDED SURVEY CONTROL
 HX2830
 HX2830.No superseded survey control is available for this station.
 HX2830
 HX2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD331130(NAD 83)
 HX2830_MARKER: I = METAL ROD
 HX2830_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HX2830_SP_SET: STAINLESS STEEL ROD
 HX2830_STAMPING: X 330 1984
 HX2830_MARK LOGO: NGS   
 HX2830_PROJECTION: FLUSH
 HX2830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2830_ROD/PIPE-DEPTH: 25.9 meters
 HX2830
 HX2830  HISTORY     - Date     Condition        Report By
 HX2830  HISTORY     - 1984     MONUMENTED       NGS
 HX2830
 HX2830                          STATION DESCRIPTION
 HX2830
 HX2830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2830'4.0 KM (2.5 MI) NW FROM RAVENSWOOD.
 HX2830'4.0 KM (2.5 MI) NORTHWEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF
 HX2830'STATE HIGHWAY 2 IN RAVENSWOOD TO THE MARK ON THE RIGHT, AT THE WEST
 HX2830'CORNER OF THE NORTHWEST ENTRANCE PILLAR OF THE MAIN ENTRANCE OF
 HX2830'RAVENSWOOD CEMETERY, 29.90 METERS (98.0 FT) NORTHEAST OF THE
 HX2830'CENTERLINE OF THE HIGHWAY, 4.0 METERS (13.0 FT) NORTHWEST OF THE
 HX2830'CENTER OF THE PAVED ENTRANCE TO THE CEMETERY, 0.30 METERS (1.0 FT)
 HX2830'WEST OF THE WEST CORNER OF THE NORTHWEST ENTRANCE PILLAR.
 HX2830'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 HX2830'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2182 ***********************************************************************
 HY2182  DESIGNATION -  X 331
 HY2182  PID         -  HY2182
 HY2182  STATE/COUNTY-  WV/CABELL
 HY2182  USGS QUAD   -  BARBOURSVILLE (1985)
 HY2182
 HY2182                         *CURRENT SURVEY CONTROL
 HY2182  ___________________________________________________________________
 HY2182* NAD 83(1986)-  38 26 25.     (N)    082 19 49.     (W)     SCALED    
 HY2182* NAVD 88     -       176.351  (meters)     578.58   (feet)  ADJUSTED  
 HY2182  ___________________________________________________________________
 HY2182  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HY2182  DYNAMIC HT  -         176.233 (meters)     578.19  (feet)  COMP
 HY2182  MODELED GRAV-     979,954.4   (mgal)                       NAVD 88
 HY2182
 HY2182  VERT ORDER  -  FIRST     CLASS II
 HY2182
 HY2182.The horizontal coordinates were scaled from a topographic map and have
 HY2182.an estimated accuracy of +/- 6 seconds.
 HY2182
 HY2182.The orthometric height was determined by differential leveling
 HY2182.and adjusted by the National Geodetic Survey in June 1991..
 HY2182
 HY2182.The geoid height was determined by GEOID03.
 HY2182
 HY2182.The dynamic height is computed by dividing the NAVD 88
 HY2182.geopotential number by the normal gravity value computed on the
 HY2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2182.degrees latitude (g = 980.6199 gals.).
 HY2182
 HY2182.The modeled gravity was interpolated from observed gravity values.
 HY2182
 HY2182;                    North         East    Units  Estimated Accuracy
 HY2182;SPC WV S     -   160,690.      483,870.      MT  (+/- 180 meters Scaled)
 HY2182
 HY2182                          SUPERSEDED SURVEY CONTROL
 HY2182
 HY2182.No superseded survey control is available for this station.
 HY2182
 HY2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC839555(NAD 83)
 HY2182_MARKER: DB = BENCH MARK DISK
 HY2182_SETTING: 66 = SET IN ROCK OUTCROP
 HY2182_SP_SET: ROCK OUTCROP
 HY2182_STAMPING: X 331 1984
 HY2182_MARK LOGO: NGS   
 HY2182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY2182+STABILITY: POSITION/ELEVATION WELL
 HY2182
 HY2182  HISTORY     - Date     Condition        Report By
 HY2182  HISTORY     - 1984     MONUMENTED       NGS
 HY2182
 HY2182                          STATION DESCRIPTION
 HY2182
 HY2182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HY2182'5.6 KM (3.5 MI) NORTH FROM GUYANDOTTE.
 HY2182'5.6 KM (3.5 MI) NORTH ALONG STATE HIGHWAY 2 FROM THE POST OFFICE IN
 HY2182'GUYANDOTTE TO THE MARK ON THE RIGHT, IN THE LAWN OF HOUSE NUMBER 5437,
 HY2182'15.09 METERS (49.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 HY2182'19.90 METERS (65.3 FT) NORTH OF THE WEST CORNER OF THE HOUSE, 3.20
 HY2182'METERS (10.5 FT) SOUTH OF THE CENTER OF THE DRIVEWAY TO THE HOUSE,
 HY2182'0.61 METER (2.0 FT) SOUTH OF THE MOST NORTHERLY POINT OF THE OUTCROP.
 HY2182'NOTE--THE OWNER STATED THAT A ROCK WALL MAY BE BUILT ALONG THE
 HY2182'DRIVEWAY AND THAT THE MARK MAY BE COVERED BY DIRT, A ROCK WITH THE
 HY2182'HOUSE NUMBER WILL BE INSTALLED IN THE WALL AT THE EXACT MARK LOCATION.
 HY2182'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1778 ***********************************************************************
 JW1778  DESIGNATION -  X 334
 JW1778  PID         -  JW1778
 JW1778  STATE/COUNTY-  WV/MONONGALIA
 JW1778  USGS QUAD   -  LAKE LYNN (1976)
 JW1778
 JW1778                         *CURRENT SURVEY CONTROL
 JW1778  ___________________________________________________________________
 JW1778* NAD 83(1986)-  39 39 35.     (N)    079 48 23.     (W)     SCALED    
 JW1778* NAVD 88     -       583.234  (meters)    1913.49   (feet)  ADJUSTED  
 JW1778  ___________________________________________________________________
 JW1778  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JW1778  DYNAMIC HT  -         582.865 (meters)    1912.28  (feet)  COMP
 JW1778  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 JW1778
 JW1778  VERT ORDER  -  FIRST     CLASS II
 JW1778
 JW1778.The horizontal coordinates were scaled from a topographic map and have
 JW1778.an estimated accuracy of +/- 6 seconds.
 JW1778
 JW1778.The orthometric height was determined by differential leveling
 JW1778.and adjusted by the National Geodetic Survey in April 1995..
 JW1778
 JW1778.The geoid height was determined by GEOID03.
 JW1778
 JW1778.The dynamic height is computed by dividing the NAVD 88
 JW1778.geopotential number by the normal gravity value computed on the
 JW1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1778.degrees latitude (g = 980.6199 gals.).
 JW1778
 JW1778.The modeled gravity was interpolated from observed gravity values.
 JW1778
 JW1778;                    North         East    Units  Estimated Accuracy
 JW1778;SPC WV N     -   128,790.      573,710.      MT  (+/- 180 meters Scaled)
 JW1778
 JW1778                          SUPERSEDED SURVEY CONTROL
 JW1778
 JW1778.No superseded survey control is available for this station.
 JW1778
 JW1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD023906(NAD 83)
 JW1778_MARKER: DV = VERTICAL CONTROL DISK
 JW1778_SETTING: 66 = SET IN ROCK OUTCROP
 JW1778_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1778_STAMPING: X 334 1993
 JW1778_MARK LOGO: NGS   
 JW1778_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1778+STABILITY: POSITION/ELEVATION WELL
 JW1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1778+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1778
 JW1778  HISTORY     - Date     Condition        Report By
 JW1778  HISTORY     - 1993     MONUMENTED       NGS
 JW1778
 JW1778                          STATION DESCRIPTION
 JW1778
 JW1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1778'9.9 KM (6.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1778'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), NEAR THE CENTER
 JW1778'OF A 1 BY 10-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 160.0 M
 JW1778'(524.9 FT) NORTHEAST OF AN OVERHEAD HIGHWAY INFORMATION SIGN, 13.7 M
 JW1778'(44.9 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 JW1778'HIGHWAY, 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M
 JW1778'(1.6 FT) NORTHEAST 0F A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0894 ***********************************************************************
 JX0894  DESIGNATION -  X 34
 JX0894  PID         -  JX0894
 JX0894  STATE/COUNTY-  WV/WOOD
 JX0894  USGS QUAD   -  VALLEY MILLS (1994)
 JX0894
 JX0894                         *CURRENT SURVEY CONTROL
 JX0894  ___________________________________________________________________
 JX0894* NAD 83(1986)-  39 22 24.     (N)    081 24 24.     (W)     SCALED    
 JX0894* NAVD 88     -       186.132  (meters)     610.67   (feet)  ADJUSTED  
 JX0894  ___________________________________________________________________
 JX0894  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JX0894  DYNAMIC HT  -         186.019 (meters)     610.30  (feet)  COMP
 JX0894  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 JX0894
 JX0894  VERT ORDER  -  SECOND    CLASS 0
 JX0894
 JX0894.The horizontal coordinates were scaled from a topographic map and have
 JX0894.an estimated accuracy of +/- 6 seconds.
 JX0894
 JX0894.The orthometric height was determined by differential leveling
 JX0894.and adjusted by the National Geodetic Survey in June 1991..
 JX0894
 JX0894.The geoid height was determined by GEOID03.
 JX0894
 JX0894.The dynamic height is computed by dividing the NAVD 88
 JX0894.geopotential number by the normal gravity value computed on the
 JX0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0894.degrees latitude (g = 980.6199 gals.).
 JX0894
 JX0894.The modeled gravity was interpolated from observed gravity values.
 JX0894
 JX0894;                    North         East    Units  Estimated Accuracy
 JX0894;SPC WV N     -    98,700.      435,720.      MT  (+/- 180 meters Scaled)
 JX0894
 JX0894                          SUPERSEDED SURVEY CONTROL
 JX0894
 JX0894  NGVD 29 (??/??/92)  186.304  (m)          611.23   (f) ADJ UNCH    2 0
 JX0894
 JX0894.Superseded values are not recommended for survey control.
 JX0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0894.See file dsdata.txt to determine how the superseded data were derived.
 JX0894
 JX0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD649582(NAD 83)
 JX0894_MARKER: DB = BENCH MARK DISK
 JX0894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0894_SP_SET: CULVERT
 JX0894_STAMPING: X 34 1934
 JX0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0894
 JX0894  HISTORY     - Date     Condition        Report By
 JX0894  HISTORY     - 1934     MONUMENTED       CGS
 JX0894  HISTORY     - 1957     MARK NOT FOUND   USGS
 JX0894
 JX0894                          STATION DESCRIPTION
 JX0894
 JX0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX0894'3.1 MI NW FROM WAVERLY.
 JX0894'3.1 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0894'THE STATION AT WAVERLY, WOOD COUNTY, ABOUT 1/2 MILE NORTH OF
 JX0894'OHIO RIVER LOCK 17, ONE POLE SOUTH OF POLE 77+25, IN THE TOP
 JX0894'OF THE NORTH END OF THE EAST SIDE OF A STONE CULVERT, 10.9 FEET
 JX0894'EAST OF THE EAST RAIL, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE
 JX0894'RAIL.  NOTE-- SEARCHED FOR BUT NOT RECOVERED IN OCTOBER 1956 AND
 JX0894'AGAIN IN AUGUST 1957.  U.S.G.S. REPORTED THAT THIS MARK MAY HAVE
 JX0894'BEEN REMOVED OR COVERED, PROBABLY DESTROYED.
 JX0894
 JX0894                          STATION RECOVERY (1957)
 JX0894
 JX0894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JX0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2286 ***********************************************************************
 GX2286  DESIGNATION -  X 35
 GX2286  PID         -  GX2286
 GX2286  STATE/COUNTY-  WV/LOGAN
 GX2286  USGS QUAD   -  CLOTHIER (1989)
 GX2286
 GX2286                         *CURRENT SURVEY CONTROL
 GX2286  ___________________________________________________________________
 GX2286* NAD 83(1986)-  37 55 04.     (N)    081 49 36.     (W)     SCALED    
 GX2286* NAVD 88     -       259.707  (meters)     852.06   (feet)  ADJUSTED  
 GX2286  ___________________________________________________________________
 GX2286  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GX2286  DYNAMIC HT  -         259.516 (meters)     851.43  (feet)  COMP
 GX2286  MODELED GRAV-     979,888.0   (mgal)                       NAVD 88
 GX2286
 GX2286  VERT ORDER  -  SECOND    CLASS 0
 GX2286
 GX2286.The horizontal coordinates were scaled from a topographic map and have
 GX2286.an estimated accuracy of +/- 6 seconds.
 GX2286
 GX2286.The orthometric height was determined by differential leveling
 GX2286.and adjusted by the National Geodetic Survey in June 1991..
 GX2286
 GX2286.The geoid height was determined by GEOID03.
 GX2286
 GX2286.The dynamic height is computed by dividing the NAVD 88
 GX2286.geopotential number by the normal gravity value computed on the
 GX2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2286.degrees latitude (g = 980.6199 gals.).
 GX2286
 GX2286.The modeled gravity was interpolated from observed gravity values.
 GX2286
 GX2286;                    North         East    Units  Estimated Accuracy
 GX2286;SPC WV S     -   102,190.      527,320.      MT  (+/- 180 meters Scaled)
 GX2286
 GX2286                          SUPERSEDED SURVEY CONTROL
 GX2286
 GX2286  NGVD 29 (??/??/92)  259.915  (m)          852.74   (f) ADJ UNCH    2 0
 GX2286
 GX2286.Superseded values are not recommended for survey control.
 GX2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2286.See file dsdata.txt to determine how the superseded data were derived.
 GX2286
 GX2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB273970(NAD 83)
 GX2286_MARKER: DB = BENCH MARK DISK
 GX2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2286_STAMPING: X 35 1935
 GX2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2286+STABILITY: SURFACE MOTION
 GX2286
 GX2286  HISTORY     - Date     Condition        Report By
 GX2286  HISTORY     - 1935     MONUMENTED       CGS
 GX2286  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2286
 GX2286                          STATION DESCRIPTION
 GX2286
 GX2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2286'AT SHARPLES.
 GX2286'AT SHARPLES, LOGAN COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 GX2286'ABOUT 300 YARDS SOUTH OF THE STATION, 50 YARDS NORTH OF AN OLD
 GX2286'COAL MILE, 61 FEET NORTH OF MILEPOST 52, 19-1/2 FEET EAST OF
 GX2286'THE EAST RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD
 GX2286'DISK, STAMPED X 35 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GX2286
 GX2286                          STATION RECOVERY (1960)
 GX2286
 GX2286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2106 ***********************************************************************
 HX2106  DESIGNATION -  X 36
 HX2106  PID         -  HX2106
 HX2106  STATE/COUNTY-  WV/LINCOLN
 HX2106  USGS QUAD   -  JULIAN (1976)
 HX2106
 HX2106                         *CURRENT SURVEY CONTROL
 HX2106  ___________________________________________________________________
 HX2106* NAD 83(1986)-  38 10 58.     (N)    081 51 06.     (W)     SCALED    
 HX2106* NAVD 88     -       201.484  (meters)     661.04   (feet)  ADJUSTED  
 HX2106  ___________________________________________________________________
 HX2106  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HX2106  DYNAMIC HT  -         201.340 (meters)     660.56  (feet)  COMP
 HX2106  MODELED GRAV-     979,912.7   (mgal)                       NAVD 88
 HX2106
 HX2106  VERT ORDER  -  SECOND    CLASS 0
 HX2106
 HX2106.The horizontal coordinates were scaled from a topographic map and have
 HX2106.an estimated accuracy of +/- 6 seconds.
 HX2106
 HX2106.The orthometric height was determined by differential leveling
 HX2106.and adjusted by the National Geodetic Survey in June 1991..
 HX2106
 HX2106.The geoid height was determined by GEOID03.
 HX2106
 HX2106.The dynamic height is computed by dividing the NAVD 88
 HX2106.geopotential number by the normal gravity value computed on the
 HX2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2106.degrees latitude (g = 980.6199 gals.).
 HX2106
 HX2106.The modeled gravity was interpolated from observed gravity values.
 HX2106
 HX2106;                    North         East    Units  Estimated Accuracy
 HX2106;SPC WV S     -   131,620.      525,390.      MT  (+/- 180 meters Scaled)
 HX2106
 HX2106                          SUPERSEDED SURVEY CONTROL
 HX2106
 HX2106  NGVD 29 (??/??/92)  201.694  (m)          661.72   (f) ADJ UNCH    2 0
 HX2106
 HX2106.Superseded values are not recommended for survey control.
 HX2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2106.See file dsdata.txt to determine how the superseded data were derived.
 HX2106
 HX2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC254264(NAD 83)
 HX2106_MARKER: DB = BENCH MARK DISK
 HX2106_SETTING: 66 = SET IN ROCK OUTCROP
 HX2106_SP_SET: ROCK OUTCROP
 HX2106_STAMPING: X 36 1935
 HX2106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2106+STABILITY: POSITION/ELEVATION WELL
 HX2106
 HX2106  HISTORY     - Date     Condition        Report By
 HX2106  HISTORY     - 1935     MONUMENTED       CGS
 HX2106
 HX2106                          STATION DESCRIPTION
 HX2106
 HX2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2106'0.9 MI S FROM IRENE.
 HX2106'0.9 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2106'STATION AT IRENE, LINCOLN COUNTY, 97 YARDS SOUTH OF MILEPOST
 HX2106'SA 25, 11 FEET WEST OF THE WEST RAIL, 4 FEET WEST OF THE FENCE
 HX2106'LINE, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 5 FEET HIGHER
 HX2106'THAN THE TRACK.  A STANDARD DISK, STAMPED X 36 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2135 ***********************************************************************
 HX2135  DESIGNATION -  X 37
 HX2135  PID         -  HX2135
 HX2135  STATE/COUNTY-  WV/PUTNAM
 HX2135  USGS QUAD   -  SCOTT DEPOT (1989)
 HX2135
 HX2135                         *CURRENT SURVEY CONTROL
 HX2135  ___________________________________________________________________
 HX2135* NAD 83(1986)-  38 26 37.     (N)    081 53 29.     (W)     SCALED    
 HX2135* NAVD 88     -       202.658  (meters)     664.89   (feet)  ADJUSTED  
 HX2135  ___________________________________________________________________
 HX2135  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HX2135  DYNAMIC HT  -         202.519 (meters)     664.43  (feet)  COMP
 HX2135  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 HX2135
 HX2135  VERT ORDER  -  SECOND    CLASS 0
 HX2135
 HX2135.The horizontal coordinates were scaled from a topographic map and have
 HX2135.an estimated accuracy of +/- 6 seconds.
 HX2135
 HX2135.The orthometric height was determined by differential leveling
 HX2135.and adjusted by the National Geodetic Survey in June 1991..
 HX2135
 HX2135.The geoid height was determined by GEOID03.
 HX2135
 HX2135.The dynamic height is computed by dividing the NAVD 88
 HX2135.geopotential number by the normal gravity value computed on the
 HX2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2135.degrees latitude (g = 980.6199 gals.).
 HX2135
 HX2135.The modeled gravity was interpolated from observed gravity values.
 HX2135
 HX2135;                    North         East    Units  Estimated Accuracy
 HX2135;SPC WV S     -   160,600.      522,190.      MT  (+/- 180 meters Scaled)
 HX2135
 HX2135                          SUPERSEDED SURVEY CONTROL
 HX2135
 HX2135  NGVD 29 (??/??/92)  202.846  (m)          665.50   (f) ADJ UNCH    2 0
 HX2135
 HX2135.Superseded values are not recommended for survey control.
 HX2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2135.See file dsdata.txt to determine how the superseded data were derived.
 HX2135
 HX2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC222554(NAD 83)
 HX2135_MARKER: DB = BENCH MARK DISK
 HX2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2135_STAMPING: X 37 1935
 HX2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2135+STABILITY: SURFACE MOTION
 HX2135
 HX2135  HISTORY     - Date     Condition        Report By
 HX2135  HISTORY     - 1935     MONUMENTED       CGS
 HX2135  HISTORY     - 1958     MARK NOT FOUND   USGS
 HX2135
 HX2135                          STATION DESCRIPTION
 HX2135
 HX2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2135'1.5 MI E FROM SCOTT.
 HX2135'ABOUT 1.5 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX2135'THE STATION AT SCOTT, PUTNAM COUNTY, ABOUT 225 YARDS EAST OF
 HX2135'MILEPOST FM 472, 16 FEET EAST OF SIGNAL 471.8, 21 FEET SOUTH OF
 HX2135'THE SOUTH RAIL, ABOUT 21 YARDS NORTH OF A ROCK LEDGE, AND 1 FOOT
 HX2135'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED X 37 1935 AND SET
 HX2135'IN THE TOP OF A CONCRETE POST.  NOTE-- AREA APPEARS TO HAVE BEEN
 HX2135'GRADED.  NO SIGNAL EVIDENT.
 HX2135
 HX2135                          STATION RECOVERY (1958)
 HX2135
 HX2135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HX2135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0488 ***********************************************************************
 HY0488  DESIGNATION -  X 38
 HY0488  PID         -  HY0488
 HY0488  STATE/COUNTY-  WV/CABELL
 HY0488  USGS QUAD   -  HUNTINGTON (1985)
 HY0488
 HY0488                         *CURRENT SURVEY CONTROL
 HY0488  ___________________________________________________________________
 HY0488* NAD 83(1986)-  38 25 18.     (N)    082 24 35.     (W)     SCALED    
 HY0488* NAVD 88     -       170.171  (meters)     558.30   (feet)  ADJUSTED  
 HY0488  ___________________________________________________________________
 HY0488  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HY0488  DYNAMIC HT  -         170.056 (meters)     557.93  (feet)  COMP
 HY0488  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 HY0488
 HY0488  VERT ORDER  -  SECOND    CLASS 0
 HY0488
 HY0488.The horizontal coordinates were scaled from a topographic map and have
 HY0488.an estimated accuracy of +/- 6 seconds.
 HY0488
 HY0488.The orthometric height was determined by differential leveling
 HY0488.and adjusted by the National Geodetic Survey in June 1991..
 HY0488
 HY0488.The geoid height was determined by GEOID03.
 HY0488
 HY0488.The dynamic height is computed by dividing the NAVD 88
 HY0488.geopotential number by the normal gravity value computed on the
 HY0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0488.degrees latitude (g = 980.6199 gals.).
 HY0488
 HY0488.The modeled gravity was interpolated from observed gravity values.
 HY0488
 HY0488;                    North         East    Units  Estimated Accuracy
 HY0488;SPC WV S     -   158,730.      476,910.      MT  (+/- 180 meters Scaled)
 HY0488
 HY0488                          SUPERSEDED SURVEY CONTROL
 HY0488
 HY0488  NGVD 29 (??/??/92)  170.353  (m)          558.90   (f) ADJ UNCH    2 0
 HY0488
 HY0488.Superseded values are not recommended for survey control.
 HY0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0488.See file dsdata.txt to determine how the superseded data were derived.
 HY0488
 HY0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC769535(NAD 83)
 HY0488_MARKER: DB = BENCH MARK DISK
 HY0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0488_STAMPING: X 38 1935
 HY0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0488+STABILITY: SURFACE MOTION
 HY0488
 HY0488  HISTORY     - Date     Condition        Report By
 HY0488  HISTORY     - 1935     MONUMENTED       CGS
 HY0488  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0488
 HY0488                          STATION DESCRIPTION
 HY0488
 HY0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0488'1.8 MI E FROM HUNTINGTON.
 HY0488'1.8 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HY0488'STATION AT HUNTINGTON, CABELL COUNTY, 150 FEET EAST OF SIGNAL
 HY0488'502.3, AT THE RAILROAD SHOPS, 45 FEET EAST OF THE CENTER OF THE
 HY0488'ENTRANCE, 12 FEET NORTH OF THE NORTH RAIL, AND ABOUT 6 INCHES
 HY0488'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED X 38 1935 AND SET
 HY0488'IN THE TOP OF A CONCRETE POST.
 HY0488
 HY0488                          STATION RECOVERY (1984)
 HY0488
 HY0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0488'NOT RECOVERED, THE LOCATION IS NOW PAVED OVER WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2172 ***********************************************************************
 HX2172  DESIGNATION -  X 39
 HX2172  PID         -  HX2172
 HX2172  STATE/COUNTY-  WV/BOONE
 HX2172  USGS QUAD   -  SYLVESTER (1976)
 HX2172
 HX2172                         *CURRENT SURVEY CONTROL
 HX2172  ___________________________________________________________________
 HX2172* NAD 83(1986)-  38 05 08.     (N)    081 36 29.     (W)     SCALED    
 HX2172* NAVD 88     -       217.189  (meters)     712.56   (feet)  ADJUSTED  
 HX2172  ___________________________________________________________________
 HX2172  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HX2172  DYNAMIC HT  -         217.031 (meters)     712.04  (feet)  COMP
 HX2172  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 HX2172
 HX2172  VERT ORDER  -  SECOND    CLASS 0
 HX2172
 HX2172.The horizontal coordinates were scaled from a topographic map and have
 HX2172.an estimated accuracy of +/- 6 seconds.
 HX2172
 HX2172.The orthometric height was determined by differential leveling
 HX2172.and adjusted by the National Geodetic Survey in June 1991..
 HX2172
 HX2172.The geoid height was determined by GEOID03.
 HX2172
 HX2172.The dynamic height is computed by dividing the NAVD 88
 HX2172.geopotential number by the normal gravity value computed on the
 HX2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2172.degrees latitude (g = 980.6199 gals.).
 HX2172
 HX2172.The modeled gravity was interpolated from observed gravity values.
 HX2172
 HX2172;                    North         East    Units  Estimated Accuracy
 HX2172;SPC WV S     -   120,660.      546,660.      MT  (+/- 180 meters Scaled)
 HX2172
 HX2172                          SUPERSEDED SURVEY CONTROL
 HX2172
 HX2172  NGVD 29 (??/??/92)  217.394  (m)          713.23   (f) ADJ UNCH    2 0
 HX2172
 HX2172.Superseded values are not recommended for survey control.
 HX2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2172.See file dsdata.txt to determine how the superseded data were derived.
 HX2172
 HX2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC466154(NAD 83)
 HX2172_MARKER: DB = BENCH MARK DISK
 HX2172_SETTING: 66 = SET IN ROCK OUTCROP
 HX2172_SP_SET: ROCK CLIFF
 HX2172_STAMPING: X 39 1935
 HX2172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2172+STABILITY: POSITION/ELEVATION WELL
 HX2172
 HX2172  HISTORY     - Date     Condition        Report By
 HX2172  HISTORY     - 1935     MONUMENTED       CGS
 HX2172  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 HX2172
 HX2172                          STATION DESCRIPTION
 HX2172
 HX2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2172'1.4 MI N FROM FRED.
 HX2172'1.4 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2172'STATION AT FRED, 32 YARDS SOUTHWEST OF MILEPOST S 23, 12 FEET
 HX2172'NORTHWEST OF THE NORTHWEST RAIL, IN THE FACE OF A ROCK CLIFF,
 HX2172'AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 HX2172'STAMPED X 39 1935 AND SET SLANTING.
 HX2172
 HX2172                          STATION RECOVERY (1973)
 HX2172
 HX2172'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0086 ***********************************************************************
 GX0086  DESIGNATION -  X 4
 GX0086  PID         -  GX0086
 GX0086  STATE/COUNTY-  WV/GREENBRIER
 GX0086  USGS QUAD   -  ANTHONY (1995)
 GX0086
 GX0086                         *CURRENT SURVEY CONTROL
 GX0086  ___________________________________________________________________
 GX0086* NAD 83(1986)-  37 53 25.     (N)    080 20 40.     (W)     SCALED    
 GX0086* NAVD 88     -       545.811  (meters)    1790.71   (feet)  ADJUSTED  
 GX0086  ___________________________________________________________________
 GX0086  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX0086  DYNAMIC HT  -         545.361 (meters)    1789.24  (feet)  COMP
 GX0086  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 GX0086
 GX0086  VERT ORDER  -  FIRST     CLASS II
 GX0086
 GX0086.The horizontal coordinates were scaled from a topographic map and have
 GX0086.an estimated accuracy of +/- 6 seconds.
 GX0086
 GX0086.The orthometric height was determined by differential leveling
 GX0086.and adjusted by the National Geodetic Survey in June 1991..
 GX0086.WARNING-Repeat measurements at this control monument indicate possible
 GX0086.vertical movement.
 GX0086
 GX0086.The geoid height was determined by GEOID03.
 GX0086
 GX0086.The dynamic height is computed by dividing the NAVD 88
 GX0086.geopotential number by the normal gravity value computed on the
 GX0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0086.degrees latitude (g = 980.6199 gals.).
 GX0086
 GX0086.The modeled gravity was interpolated from observed gravity values.
 GX0086
 GX0086;                    North         East    Units  Estimated Accuracy
 GX0086;SPC WV S     -    99,010.      657,660.      MT  (+/- 180 meters Scaled)
 GX0086
 GX0086                          SUPERSEDED SURVEY CONTROL
 GX0086
 GX0086  NGVD 29 (??/??/92)  545.956  (m)         1791.19   (f) ADJ UNCH    1 2
 GX0086
 GX0086.Superseded values are not recommended for survey control.
 GX0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0086.See file dsdata.txt to determine how the superseded data were derived.
 GX0086
 GX0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB576938(NAD 83)
 GX0086_MARKER: DB = BENCH MARK DISK
 GX0086_SETTING: 66 = SET IN ROCK OUTCROP
 GX0086_SP_SET: ROCK OUTCROP
 GX0086_STAMPING: X 4 1933
 GX0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0086+STABILITY: POSITION/ELEVATION WELL
 GX0086
 GX0086  HISTORY     - Date     Condition        Report By
 GX0086  HISTORY     - 1933     MONUMENTED       CGS
 GX0086  HISTORY     - 1961     GOOD             NGS
 GX0086  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0086  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0086
 GX0086                          STATION DESCRIPTION
 GX0086
 GX0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GX0086'1 MI SW FROM ANTHONY.
 GX0086'ABOUT 1.05 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0086'FROM THE STATION AT ANTHONY, NEAR THE NORTHEAST END OF A CURVE,
 GX0086'ABOUT 10 RAILS NORTHEAST AND ACROSS THE TRACK FROM MILEPOST
 GX0086'NO. 13, SET ON TOP OF AN OUTCROP THAT IS 15 FEET LONG AND 4
 GX0086'FEET WIDE AND PROJECTS 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND,
 GX0086'25 FEET NORTHWEST OF THE NORTHWEST RAIL, 5 FEET WEST OF THE
 GX0086'EAST END OF THE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 GX0086
 GX0086                          STATION RECOVERY (1983)
 GX0086
 GX0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0086'MARK NOT FOUND.
 GX0086
 GX0086                          STATION RECOVERY (1983)
 GX0086
 GX0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1061 ***********************************************************************
 GX1061  DESIGNATION -  X 40
 GX1061  PID         -  GX1061
 GX1061  STATE/COUNTY-  WV/RALEIGH
 GX1061  USGS QUAD   -  ECCLES (1989)
 GX1061
 GX1061                         *CURRENT SURVEY CONTROL
 GX1061  ___________________________________________________________________
 GX1061* NAD 83(1986)-  37 46 11.     (N)    081 19 16.     (W)     SCALED    
 GX1061* NAVD 88     -       590.849  (meters)    1938.48   (feet)  ADJUSTED  
 GX1061  ___________________________________________________________________
 GX1061  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX1061  DYNAMIC HT  -         590.371 (meters)    1936.91  (feet)  COMP
 GX1061  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 GX1061
 GX1061  VERT ORDER  -  SECOND    CLASS 0
 GX1061
 GX1061.The horizontal coordinates were scaled from a topographic map and have
 GX1061.an estimated accuracy of +/- 6 seconds.
 GX1061
 GX1061.The orthometric height was determined by differential leveling
 GX1061.and adjusted by the National Geodetic Survey in June 1991..
 GX1061.WARNING-Repeat measurements at this control monument indicate possible
 GX1061.vertical movement.
 GX1061
 GX1061.The geoid height was determined by GEOID03.
 GX1061
 GX1061.The dynamic height is computed by dividing the NAVD 88
 GX1061.geopotential number by the normal gravity value computed on the
 GX1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1061.degrees latitude (g = 980.6199 gals.).
 GX1061
 GX1061.The modeled gravity was interpolated from observed gravity values.
 GX1061
 GX1061;                    North         East    Units  Estimated Accuracy
 GX1061;SPC WV S     -    85,480.      571,710.      MT  (+/- 180 meters Scaled)
 GX1061
 GX1061                          SUPERSEDED SURVEY CONTROL
 GX1061
 GX1061  NGVD 29 (??/??/92)  591.012  (m)         1939.01   (f) ADJ UNCH    2 0
 GX1061
 GX1061.Superseded values are not recommended for survey control.
 GX1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1061.See file dsdata.txt to determine how the superseded data were derived.
 GX1061
 GX1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB717803(NAD 83)
 GX1061_MARKER: DB = BENCH MARK DISK
 GX1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1061_STAMPING: X 40 1935
 GX1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1061+STABILITY: SURFACE MOTION
 GX1061
 GX1061  HISTORY     - Date     Condition        Report By
 GX1061  HISTORY     - 1935     MONUMENTED       CGS
 GX1061  HISTORY     - 1960     POOR             NGS
 GX1061
 GX1061                          STATION DESCRIPTION
 GX1061
 GX1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1061'AT SURVEYOR.
 GX1061'AT SURVEYOR, 90 FEET EAST OF THE CENTER OF JUNCTION OF STATE
 GX1061'HIGHWAY 3 AND EAST LEG OF JUNCTION OF BLACK TOP ROAD NO. 17
 GX1061'LEADING SOUTHEAST TO LESTER, 0.1 MILE NORTH OF TRAP HILL HIGH
 GX1061'SCHOOL, 26 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 115 FEET
 GX1061'NORTHEAST OF THE NORTHEAST RAIL OF CHESAPEAKE AND OHIO RAILWAY
 GX1061'TRACK, 98 1/2 FEET NORTHEAST OF EAST CORNER OF NORTHEAST CONCRETE
 GX1061'HEAD WALL OF PIPE CULVERT UNDER RAILWAY TRACK, 209 FEET EAST OF
 GX1061'BENCH MARK W 40, DESCRIBED, IN A PARKING AREA AND ACROSS THE
 GX1061'HIGHWAY FROM A STORE WITH ESSO PUMP, ABOUT 1/2 FOOT BELOW THE
 GX1061'LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST FLUSH
 GX1061'WITH THE GROUND.  THE MARK IS IN A POOR LOCATION AND IS BEING
 GX1061'DRIVEN OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0630 ***********************************************************************
 GX0630  DESIGNATION -  X 41
 GX0630  PID         -  GX0630
 GX0630  STATE/COUNTY-  WV/SUMMERS
 GX0630  USGS QUAD   -  HINTON (1976)
 GX0630
 GX0630                         *CURRENT SURVEY CONTROL
 GX0630  ___________________________________________________________________
 GX0630* NAD 83(1986)-  37 38 50.     (N)    080 57 26.     (W)     SCALED    
 GX0630* NAVD 88     -       771.164  (meters)    2530.06   (feet)  ADJUSTED  
 GX0630  ___________________________________________________________________
 GX0630  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX0630  DYNAMIC HT  -         770.518 (meters)    2527.94  (feet)  COMP
 GX0630  MODELED GRAV-     979,766.2   (mgal)                       NAVD 88
 GX0630
 GX0630  VERT ORDER  -  SECOND    CLASS 0
 GX0630
 GX0630.The horizontal coordinates were scaled from a topographic map and have
 GX0630.an estimated accuracy of +/- 6 seconds.
 GX0630
 GX0630.The orthometric height was determined by differential leveling
 GX0630.and adjusted by the National Geodetic Survey in June 1991..
 GX0630
 GX0630.The geoid height was determined by GEOID03.
 GX0630
 GX0630.The dynamic height is computed by dividing the NAVD 88
 GX0630.geopotential number by the normal gravity value computed on the
 GX0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0630.degrees latitude (g = 980.6199 gals.).
 GX0630
 GX0630.The modeled gravity was interpolated from observed gravity values.
 GX0630
 GX0630;                    North         East    Units  Estimated Accuracy
 GX0630;SPC WV S     -    71,840.      603,780.      MT  (+/- 180 meters Scaled)
 GX0630
 GX0630                          SUPERSEDED SURVEY CONTROL
 GX0630
 GX0630  NGVD 29 (??/??/92)  771.322  (m)         2530.58   (f) ADJ UNCH    2 0
 GX0630
 GX0630.Superseded values are not recommended for survey control.
 GX0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0630.See file dsdata.txt to determine how the superseded data were derived.
 GX0630
 GX0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB037666(NAD 83)
 GX0630_MARKER: DB = BENCH MARK DISK
 GX0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0630_SP_SET: CULVERT
 GX0630_STAMPING: X 41 1935
 GX0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0630
 GX0630  HISTORY     - Date     Condition        Report By
 GX0630  HISTORY     - 1935     MONUMENTED       CGS
 GX0630  HISTORY     - 1960     GOOD             NGS
 GX0630
 GX0630                          STATION DESCRIPTION
 GX0630
 GX0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX0630'1.5 MI E FROM JUMPING BRANCH.
 GX0630'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 GX0630'AT JUMPING BRANCH, 0.95 MILE EAST OF JUMPING BRANCH SCHOOL,
 GX0630'AT NIMITZ, ABOUT 30 YARDS NORTHEAST OF THE TOP OF GRADES AND ON
 GX0630'THE INSIDE OF A CURVE, 0.2 MILE EAST OF THE JUNCTION OF LEATHERWOOD
 GX0630'ROAD AND STORE AT NIMITZ, 15 1/2 FEET NORTHWEST OF THE CENTER
 GX0630'LINE OF HIGHWAY 3, 75 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 GX0630'DRIVE LEADING NORTHWEST TO THE DOBBINS TOP O HILL HOME, 40 1/2
 GX0630'FEET SOUTH-SOUTHEAST OF THE SOUTH PORCH CORNER OF A ONE-STORY
 GX0630'WOODEN HOUSE, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST
 GX0630'CONCRETE HEAD WALL OF A 20-INCH PIPE CULVERT, AND ABOUT 1/2 FOOT
 GX0630'BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1141 ***********************************************************************
 GX1141  DESIGNATION -  X 42
 GX1141  PID         -  GX1141
 GX1141  STATE/COUNTY-  WV/WYOMING
 GX1141  USGS QUAD   -  RHODELL (1976)
 GX1141
 GX1141                         *CURRENT SURVEY CONTROL
 GX1141  ___________________________________________________________________
 GX1141* NAD 83(1986)-  37 34 41.     (N)    081 19 55.     (W)     SCALED    
 GX1141* NAVD 88     -       462.631  (meters)    1517.82   (feet)  ADJUSTED  
 GX1141  ___________________________________________________________________
 GX1141  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1141  DYNAMIC HT  -         462.248 (meters)    1516.56  (feet)  COMP
 GX1141  MODELED GRAV-     979,787.7   (mgal)                       NAVD 88
 GX1141
 GX1141  VERT ORDER  -  SECOND    CLASS 0
 GX1141
 GX1141.The horizontal coordinates were scaled from a topographic map and have
 GX1141.an estimated accuracy of +/- 6 seconds.
 GX1141
 GX1141.The orthometric height was determined by differential leveling
 GX1141.and adjusted by the National Geodetic Survey in June 1991..
 GX1141
 GX1141.The geoid height was determined by GEOID03.
 GX1141
 GX1141.The dynamic height is computed by dividing the NAVD 88
 GX1141.geopotential number by the normal gravity value computed on the
 GX1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1141.degrees latitude (g = 980.6199 gals.).
 GX1141
 GX1141.The modeled gravity was interpolated from observed gravity values.
 GX1141
 GX1141;                    North         East    Units  Estimated Accuracy
 GX1141;SPC WV S     -    64,210.      570,680.      MT  (+/- 180 meters Scaled)
 GX1141
 GX1141                          SUPERSEDED SURVEY CONTROL
 GX1141
 GX1141  NGVD 29 (??/??/92)  462.787  (m)         1518.33   (f) ADJ UNCH    2 0
 GX1141
 GX1141.Superseded values are not recommended for survey control.
 GX1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1141.See file dsdata.txt to determine how the superseded data were derived.
 GX1141
 GX1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB706590(NAD 83)
 GX1141_MARKER: DB = BENCH MARK DISK
 GX1141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1141_SP_SET: BRIDGE
 GX1141_STAMPING: X 42 1935
 GX1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1141
 GX1141  HISTORY     - Date     Condition        Report By
 GX1141  HISTORY     - 1935     MONUMENTED       CGS
 GX1141  HISTORY     - 1960     GOOD             NGS
 GX1141  HISTORY     - 1980     GOOD             LOCSUR
 GX1141
 GX1141                          STATION DESCRIPTION
 GX1141
 GX1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1141'AT STEPHENSON.
 GX1141'AT STEPHENSON, ALONG THE VIRGINIAN RAILWAY, AT A HIGHWAY BRIDGE
 GX1141'OVER GUYANDOT RIVER, ABOUT 35 YARDS SOUTHWEST OF TRACK, IN THE
 GX1141'TOP OF THE NORTHWEST STONE WING WALL OF THE STEEL BRIDGE OVER
 GX1141'RIVER, 17 FEET NORTHWEST OF CENTER LINE OF ROAD, 9 FEET SOUTH OF
 GX1141'SOUTH CORNER OF A FRAME CHURCH BUILDING AND ABOUT 3 FEET BELOW
 GX1141'LEVEL OF ROAD.
 GX1141
 GX1141                          STATION RECOVERY (1980)
 GX1141
 GX1141'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1174 ***********************************************************************
 GX1174  DESIGNATION -  X 43 X
 GX1174  PID         -  GX1174
 GX1174  STATE/COUNTY-  WV/RALEIGH
 GX1174  USGS QUAD   -  CRAB ORCHARD (1976)
 GX1174
 GX1174                         *CURRENT SURVEY CONTROL
 GX1174  ___________________________________________________________________
 GX1174* NAD 83(1986)-  37 44 37.     (N)    081 11 11.     (W)     SCALED    
 GX1174* NAVD 88     -       669.966  (meters)    2198.05   (feet)  ADJUSTED  
 GX1174  ___________________________________________________________________
 GX1174  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX1174  DYNAMIC HT  -         669.401 (meters)    2196.19  (feet)  COMP
 GX1174  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 GX1174
 GX1174  VERT ORDER  -  SECOND    CLASS 0
 GX1174
 GX1174.The horizontal coordinates were scaled from a topographic map and have
 GX1174.an estimated accuracy of +/- 6 seconds.
 GX1174
 GX1174.The orthometric height was determined by differential leveling
 GX1174.and adjusted by the National Geodetic Survey in June 1991..
 GX1174
 GX1174.The geoid height was determined by GEOID03.
 GX1174
 GX1174.The dynamic height is computed by dividing the NAVD 88
 GX1174.geopotential number by the normal gravity value computed on the
 GX1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1174.degrees latitude (g = 980.6199 gals.).
 GX1174
 GX1174.The modeled gravity was interpolated from observed gravity values.
 GX1174
 GX1174;                    North         East    Units  Estimated Accuracy
 GX1174;SPC WV S     -    82,550.      583,570.      MT  (+/- 180 meters Scaled)
 GX1174
 GX1174                          SUPERSEDED SURVEY CONTROL
 GX1174
 GX1174  NGVD 29 (??/??/92)  670.108  (m)         2198.51   (f) ADJ UNCH    2 0
 GX1174
 GX1174.Superseded values are not recommended for survey control.
 GX1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1174.See file dsdata.txt to determine how the superseded data were derived.
 GX1174
 GX1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB835773(NAD 83)
 GX1174_MARKER: DB = BENCH MARK DISK
 GX1174_SETTING: 66 = SET IN ROCK OUTCROP
 GX1174_SP_SET: ROCK CUT
 GX1174_STAMPING: X 43 X 1960
 GX1174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1174+STABILITY: POSITION/ELEVATION WELL
 GX1174
 GX1174  HISTORY     - Date     Condition        Report By
 GX1174  HISTORY     - 1960     MONUMENTED       CGS
 GX1174  HISTORY     - 1977     GOOD             BAKER
 GX1174
 GX1174                          STATION DESCRIPTION
 GX1174
 GX1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1174'2.8 MI SW FROM RALEIGH.
 GX1174'ABOUT 2.8 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1174'FROM ITS OVERPASS OVER U.S. HIGHWAY 21 AND 19 AND STATE HIGHWAY
 GX1174'3 AT RALEIGH, ABOUT 0.35 MILE NORTHEAST OF DIRT ROAD CROSSING AT
 GX1174'FITZPATRICK, IN THE TOP OF LEDGE OF A ROCK CUT, 11 1/2 FEET
 GX1174'SOUTHEAST OF SOUTHEAST RAIL, 310 FEET SOUTHWEST OF MILE POST 2,
 GX1174'1 FOOT BELOW THE A 12-INCH TRIANGLE CHISELED IN FACE OF LEDGE AND
 GX1174'2 1/2 FEET ABOVE LEVEL OF TRACK.
 GX1174
 GX1174                          STATION RECOVERY (1977)
 GX1174
 GX1174'RECOVERY NOTE BY M BAKER JR INCORPORATED 1977
 GX1174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2201 ***********************************************************************
 GX2201  DESIGNATION -  X 44
 GX2201  PID         -  GX2201
 GX2201  STATE/COUNTY-  WV/WYOMING
 GX2201  USGS QUAD   -  OCEANA (1976)
 GX2201
 GX2201                         *CURRENT SURVEY CONTROL
 GX2201  ___________________________________________________________________
 GX2201* NAD 83(1986)-  37 41 52.     (N)    081 38 43.     (W)     SCALED    
 GX2201* NAVD 88     -       384.720  (meters)    1262.20   (feet)  ADJUSTED  
 GX2201  ___________________________________________________________________
 GX2201  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX2201  DYNAMIC HT  -         384.415 (meters)    1261.20  (feet)  COMP
 GX2201  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 GX2201
 GX2201  VERT ORDER  -  SECOND    CLASS 0
 GX2201
 GX2201.The horizontal coordinates were scaled from a topographic map and have
 GX2201.an estimated accuracy of +/- 6 seconds.
 GX2201
 GX2201.The orthometric height was determined by differential leveling
 GX2201.and adjusted by the National Geodetic Survey in June 1991..
 GX2201
 GX2201.The geoid height was determined by GEOID03.
 GX2201
 GX2201.The dynamic height is computed by dividing the NAVD 88
 GX2201.geopotential number by the normal gravity value computed on the
 GX2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2201.degrees latitude (g = 980.6199 gals.).
 GX2201
 GX2201.The modeled gravity was interpolated from observed gravity values.
 GX2201
 GX2201;                    North         East    Units  Estimated Accuracy
 GX2201;SPC WV S     -    77,640.      543,100.      MT  (+/- 180 meters Scaled)
 GX2201
 GX2201                          SUPERSEDED SURVEY CONTROL
 GX2201
 GX2201  NGVD 29 (??/??/92)  384.889  (m)         1262.76   (f) ADJ UNCH    2 0
 GX2201
 GX2201.Superseded values are not recommended for survey control.
 GX2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2201.See file dsdata.txt to determine how the superseded data were derived.
 GX2201
 GX2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB431724(NAD 83)
 GX2201_MARKER: DB = BENCH MARK DISK
 GX2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2201_STAMPING: X 44 1935
 GX2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2201+STABILITY: SURFACE MOTION
 GX2201
 GX2201  HISTORY     - Date     Condition        Report By
 GX2201  HISTORY     - 1935     MONUMENTED       CGS
 GX2201  HISTORY     - 1958     GOOD             NGS
 GX2201  HISTORY     - 1963     GOOD             AEROS
 GX2201
 GX2201                          STATION DESCRIPTION
 GX2201
 GX2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2201'0.6 MI W FROM OCEANA.
 GX2201'ABOUT 0.65 MILE WEST ALONG STATE HIGHWAY 10 FROM THE METHODIST
 GX2201'CHURCH AT OCEANA, IN THE WEST EDGE OF TOWN, ABOUT 95 YARDS WEST
 GX2201'OF THE JUNCTION OF A BLACK TOP ROAD SOUTHWEST TO BAILEYSVILLE, IN
 GX2201'THE NORTHEAST EDGE OF A SMALL GARDEN AT A 1-STORY HOUSE, 29 1/2
 GX2201'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 71 FEET NORTHWEST OF
 GX2201'NORTHWEST CORNER OF HOUSE AND IS ABOUT IN LINE WITH THE EXTENDED
 GX2201'NORTHEAST FACE OF HOUSE, 2 1/2 FEET SOUTHWEST OF A FENCE LINE,
 GX2201'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 GX2201'CONCRETE POST PROJECTING 4 INCHES.
 GX2201
 GX2201                          STATION RECOVERY (1963)
 GX2201
 GX2201'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0083 ***********************************************************************
 GY0083  DESIGNATION -  X 46
 GY0083  PID         -  GY0083
 GY0083  STATE/COUNTY-  WV/MINGO
 GY0083  USGS QUAD   -  WILLIAMSON (1992)
 GY0083
 GY0083                         *CURRENT SURVEY CONTROL
 GY0083  ___________________________________________________________________
 GY0083* NAD 83(1986)-  37 40 47.     (N)    082 17 45.     (W)     SCALED    
 GY0083* NAVD 88     -       201.204  (meters)     660.12   (feet)  ADJUSTED  
 GY0083  ___________________________________________________________________
 GY0083  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GY0083  DYNAMIC HT  -         201.056 (meters)     659.63  (feet)  COMP
 GY0083  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 GY0083
 GY0083  VERT ORDER  -  SECOND    CLASS 0
 GY0083
 GY0083.The horizontal coordinates were scaled from a topographic map and have
 GY0083.an estimated accuracy of +/- 6 seconds.
 GY0083
 GY0083.The orthometric height was determined by differential leveling
 GY0083.and adjusted by the National Geodetic Survey in June 1991..
 GY0083
 GY0083.The geoid height was determined by GEOID03.
 GY0083
 GY0083.The dynamic height is computed by dividing the NAVD 88
 GY0083.geopotential number by the normal gravity value computed on the
 GY0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0083.degrees latitude (g = 980.6199 gals.).
 GY0083
 GY0083.The modeled gravity was interpolated from observed gravity values.
 GY0083
 GY0083;                    North         East    Units  Estimated Accuracy
 GY0083;SPC WV S     -    76,240.      485,700.      MT  (+/- 180 meters Scaled)
 GY0083
 GY0083                          SUPERSEDED SURVEY CONTROL
 GY0083
 GY0083  NGVD 29 (??/??/92)  201.435  (m)          660.87   (f) ADJ UNCH    2 0
 GY0083
 GY0083.Superseded values are not recommended for survey control.
 GY0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0083.See file dsdata.txt to determine how the superseded data were derived.
 GY0083
 GY0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB857710(NAD 83)
 GY0083_MARKER: DB = BENCH MARK DISK
 GY0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0083_SP_SET: ABUTMENT
 GY0083_STAMPING: X 46 1935
 GY0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0083
 GY0083  HISTORY     - Date     Condition        Report By
 GY0083  HISTORY     - 1935     MONUMENTED       CGS
 GY0083  HISTORY     - 1942     GOOD             NGS
 GY0083
 GY0083                          STATION DESCRIPTION
 GY0083
 GY0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GY0083'2.1 MI NW FROM WILLIAMSON.
 GY0083'2.1 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GY0083'THE STATION AT WILLIAMSON, MINGO COUNTY, 4 RAILS NORTH OF THE
 GY0083'OLD U.S. HIGHWAY 52 CROSSING, 2 RAILS SOUTH OF THE SOUTH END
 GY0083'OF TUNNEL 1, 16.8 FEET WEST OF THE WEST RAIL, AT A U.S. HIGHWAY
 GY0083'52 OVERPASS, IN THE EAST FACE OF THE WEST OVERHEAD ABUTMENT,
 GY0083'7.4 FEET NORTH OF THE SOUTH EDGE, AND 2.3 FEET ABOVE THE CURB.
 GY0083'A STANDARD DISK, STAMPED X 46 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0149 ***********************************************************************
 GY0149  DESIGNATION -  X 47
 GY0149  PID         -  GY0149
 GY0149  STATE/COUNTY-  WV/MINGO
 GY0149  USGS QUAD   -  MAJESTIC (1977)
 GY0149
 GY0149                         *CURRENT SURVEY CONTROL
 GY0149  ___________________________________________________________________
 GY0149* NAD 83(1986)-  37 32 08.     (N)    082 00 54.     (W)     SCALED    
 GY0149* NAVD 88     -       244.823  (meters)     803.22   (feet)  ADJUSTED  
 GY0149  ___________________________________________________________________
 GY0149  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY0149  DYNAMIC HT  -         244.633 (meters)     802.60  (feet)  COMP
 GY0149  MODELED GRAV-     979,848.7   (mgal)                       NAVD 88
 GY0149
 GY0149  VERT ORDER  -  SECOND    CLASS 0
 GY0149
 GY0149.The horizontal coordinates were scaled from a topographic map and have
 GY0149.an estimated accuracy of +/- 6 seconds.
 GY0149
 GY0149.The orthometric height was determined by differential leveling
 GY0149.and adjusted by the National Geodetic Survey in June 1991..
 GY0149
 GY0149.The geoid height was determined by GEOID03.
 GY0149
 GY0149.The dynamic height is computed by dividing the NAVD 88
 GY0149.geopotential number by the normal gravity value computed on the
 GY0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0149.degrees latitude (g = 980.6199 gals.).
 GY0149
 GY0149.The modeled gravity was interpolated from observed gravity values.
 GY0149
 GY0149;                    North         East    Units  Estimated Accuracy
 GY0149;SPC WV S     -    59,930.      510,290.      MT  (+/- 180 meters Scaled)
 GY0149
 GY0149                          SUPERSEDED SURVEY CONTROL
 GY0149
 GY0149  NGVD 29 (??/??/92)  245.036  (m)          803.92   (f) ADJ UNCH    2 0
 GY0149
 GY0149.Superseded values are not recommended for survey control.
 GY0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0149.See file dsdata.txt to determine how the superseded data were derived.
 GY0149
 GY0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB103547(NAD 83)
 GY0149_MARKER: DB = BENCH MARK DISK
 GY0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0149_SP_SET: BRIDGE
 GY0149_STAMPING: X 47 1935
 GY0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0149
 GY0149  HISTORY     - Date     Condition        Report By
 GY0149  HISTORY     - 1935     MONUMENTED       CGS
 GY0149  HISTORY     - 1953     MARK NOT FOUND   NGS
 GY0149
 GY0149                          STATION DESCRIPTION
 GY0149
 GY0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0149'1.4 MI NW FROM GLEN ALUM.
 GY0149'1.4 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0149'STATION AT GLEN ALUM, MINGO COUNTY, 0.5 MILE NORTHWEST OF MILEPOST
 GY0149'N 441, 17 FEET SOUTH OF SEMAPHORE 4416, 28 YARDS SOUTH OF A WATER
 GY0149'SIGN, AT CATENARY BRIDGE 339, IN THE TOP OF THE NORTHEAST CORNER
 GY0149'OF THE CONCRETE BASE, 10.1 FEET WEST OF THE WEST RAIL, AND ABOUT
 GY0149'2 FEET ABOVE THE LEVEL OF THE RAIL.  A STANDARD DISK, STAMPED X
 GY0149'47 1935.
 GY0149
 GY0149                          STATION RECOVERY (1953)
 GY0149
 GY0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GY0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1626 ***********************************************************************
 GX1626  DESIGNATION -  X 48
 GX1626  PID         -  GX1626
 GX1626  STATE/COUNTY-  WV/MCDOWELL
 GX1626  USGS QUAD   -  DAVY (1976)
 GX1626
 GX1626                         *CURRENT SURVEY CONTROL
 GX1626  ___________________________________________________________________
 GX1626* NAD 83(1986)-  37 27 08.     (N)    081 42 25.     (W)     SCALED    
 GX1626* NAVD 88     -       338.744  (meters)    1111.36   (feet)  ADJUSTED  
 GX1626  ___________________________________________________________________
 GX1626  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX1626  DYNAMIC HT  -         338.470 (meters)    1110.46  (feet)  COMP
 GX1626  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GX1626
 GX1626  VERT ORDER  -  SECOND    CLASS 0
 GX1626
 GX1626.The horizontal coordinates were scaled from a topographic map and have
 GX1626.an estimated accuracy of +/- 6 seconds.
 GX1626
 GX1626.The orthometric height was determined by differential leveling
 GX1626.and adjusted by the National Geodetic Survey in June 1991..
 GX1626
 GX1626.The geoid height was determined by GEOID03.
 GX1626
 GX1626.The dynamic height is computed by dividing the NAVD 88
 GX1626.geopotential number by the normal gravity value computed on the
 GX1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1626.degrees latitude (g = 980.6199 gals.).
 GX1626
 GX1626.The modeled gravity was interpolated from observed gravity values.
 GX1626
 GX1626;                    North         East    Units  Estimated Accuracy
 GX1626;SPC WV S     -    50,430.      537,450.      MT  (+/- 180 meters Scaled)
 GX1626
 GX1626                          SUPERSEDED SURVEY CONTROL
 GX1626
 GX1626  NGVD 29 (??/??/92)  338.922  (m)         1111.95   (f) ADJ UNCH    2 0
 GX1626
 GX1626.Superseded values are not recommended for survey control.
 GX1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1626.See file dsdata.txt to determine how the superseded data were derived.
 GX1626
 GX1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB374452(NAD 83)
 GX1626_MARKER: DB = BENCH MARK DISK
 GX1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1626_STAMPING: X 48 1935
 GX1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1626+STABILITY: SURFACE MOTION
 GX1626
 GX1626  HISTORY     - Date     Condition        Report By
 GX1626  HISTORY     - 1935     MONUMENTED       CGS
 GX1626
 GX1626                          STATION DESCRIPTION
 GX1626
 GX1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1626'AT RODERFIELD.
 GX1626'AT RODERFIELD, MCDOWELL COUNTY, ON THE NORFOLK AND WESTERN
 GX1626'RAILWAY, 3 RAILS SOUTHWEST OF THE STATION, 20 YARDS NORTH OF
 GX1626'POWER POLE 412/30, 15 YARDS SOUTHEAST OF THE CENTERLINE OF A
 GX1626'PAVED HIGHWAY, 12 FEET NORTHEAST OF THE NORTHEAST SIDE OF THE
 GX1626'POWERHOUSE, 33 FEET NORTHWEST OF THE NORTHWEST RAIL, AND LEVEL
 GX1626'WITH THE RAIL.  A STANDARD DISK, STAMPED X 48 1935 AND SET IN THE
 GX1626'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1300 ***********************************************************************
 GX1300  DESIGNATION -  X 49
 GX1300  PID         -  GX1300
 GX1300  STATE/COUNTY-  WV/MCDOWELL
 GX1300  USGS QUAD   -  KEYSTONE (1976)
 GX1300
 GX1300                         *CURRENT SURVEY CONTROL
 GX1300  ___________________________________________________________________
 GX1300* NAD 83(1986)-  37 22 42.     (N)    081 23 32.     (W)     SCALED    
 GX1300* NAVD 88     -       609.128  (meters)    1998.45   (feet)  ADJUSTED  
 GX1300  ___________________________________________________________________
 GX1300  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GX1300  DYNAMIC HT  -         608.593 (meters)    1996.69  (feet)  COMP
 GX1300  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 GX1300
 GX1300  VERT ORDER  -  SECOND    CLASS 0
 GX1300
 GX1300.The horizontal coordinates were scaled from a topographic map and have
 GX1300.an estimated accuracy of +/- 6 seconds.
 GX1300
 GX1300.The orthometric height was determined by differential leveling
 GX1300.and adjusted by the National Geodetic Survey in June 1991..
 GX1300
 GX1300.The geoid height was determined by GEOID03.
 GX1300
 GX1300.The dynamic height is computed by dividing the NAVD 88
 GX1300.geopotential number by the normal gravity value computed on the
 GX1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1300.degrees latitude (g = 980.6199 gals.).
 GX1300
 GX1300.The modeled gravity was interpolated from observed gravity values.
 GX1300
 GX1300;                    North         East    Units  Estimated Accuracy
 GX1300;SPC WV S     -    42,070.      565,260.      MT  (+/- 180 meters Scaled)
 GX1300
 GX1300                          SUPERSEDED SURVEY CONTROL
 GX1300
 GX1300  NGVD 29 (??/??/92)  609.24   (m)         1998.8    (f) COMPUTED    2 0
 GX1300
 GX1300.Superseded values are not recommended for survey control.
 GX1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1300.See file dsdata.txt to determine how the superseded data were derived.
 GX1300
 GX1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB652369(NAD 83)
 GX1300_MARKER: DB = BENCH MARK DISK
 GX1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1300_STAMPING: X 49 1935
 GX1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1300+STABILITY: SURFACE MOTION
 GX1300
 GX1300  HISTORY     - Date     Condition        Report By
 GX1300  HISTORY     - 1935     MONUMENTED       CGS
 GX1300  HISTORY     - 1958     MARK NOT FOUND   NGS
 GX1300
 GX1300                          STATION DESCRIPTION
 GX1300
 GX1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1300'1.6 MI SE FROM ELKHORN.
 GX1300'1.6 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1300'THE STATION AT ELKHORN, MCDOWELL COUNTY, AT ENNIS FLAG STOP,
 GX1300'0.5 MILE SOUTHEAST OF MILEPOST N 382, 50 FEET SOUTHEAST OF THE
 GX1300'SOUTHEAST FACE OF THE BEN CHRISTMAS STORE IN 1935, 44.1 FEET
 GX1300'SOUTHEAST OF CATENARY BRIDGE 381-22, 24 FEET SOUTHWEST OF THE
 GX1300'SOUTHWEST RAIL, AND LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED
 GX1300'X 49 1935 AND SET IN THE TOP OF A CONCRETE POST.  THE TRACK HAS
 GX1300'BEEN MOVED AND A SIX FOOT FILL PLACED IN THE DESCRIBED LOCATION.
 GX1300'REFERENCE POINTS ARE MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2299 ***********************************************************************
 HX2299  DESIGNATION -  X 5
 HX2299  PID         -  HX2299
 HX2299  STATE/COUNTY-  WV/PUTNAM
 HX2299  USGS QUAD   -  ROBERTSBURG (1987)
 HX2299
 HX2299                         *CURRENT SURVEY CONTROL
 HX2299  ___________________________________________________________________
 HX2299* NAD 83(1986)-  38 39 21.     (N)    081 57 12.     (W)     SCALED    
 HX2299* NAVD 88     -       171.253  (meters)     561.85   (feet)  ADJUSTED  
 HX2299  ___________________________________________________________________
 HX2299  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HX2299  DYNAMIC HT  -         171.140 (meters)     561.48  (feet)  COMP
 HX2299  MODELED GRAV-     979,967.1   (mgal)                       NAVD 88
 HX2299
 HX2299  VERT ORDER  -  FIRST     CLASS II
 HX2299
 HX2299.The horizontal coordinates were scaled from a topographic map and have
 HX2299.an estimated accuracy of +/- 6 seconds.
 HX2299
 HX2299.The orthometric height was determined by differential leveling
 HX2299.and adjusted by the National Geodetic Survey in June 1991..
 HX2299
 HX2299.The geoid height was determined by GEOID03.
 HX2299
 HX2299.The dynamic height is computed by dividing the NAVD 88
 HX2299.geopotential number by the normal gravity value computed on the
 HX2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2299.degrees latitude (g = 980.6199 gals.).
 HX2299
 HX2299.The modeled gravity was interpolated from observed gravity values.
 HX2299
 HX2299;                    North         East    Units  Estimated Accuracy
 HX2299;SPC WV S     -   184,210.      517,020.      MT  (+/- 180 meters Scaled)
 HX2299
 HX2299                          SUPERSEDED SURVEY CONTROL
 HX2299
 HX2299  NGVD 29 (??/??/92)  171.458  (m)          562.53   (f) ADJ UNCH    1 2
 HX2299
 HX2299.Superseded values are not recommended for survey control.
 HX2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2299.See file dsdata.txt to determine how the superseded data were derived.
 HX2299
 HX2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC170790(NAD 83)
 HX2299_MARKER: DB = BENCH MARK DISK
 HX2299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2299_SP_SET: PIER
 HX2299_STAMPING: X 5 1933
 HX2299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2299
 HX2299  HISTORY     - Date     Condition        Report By
 HX2299  HISTORY     - 1933     MONUMENTED       CGS
 HX2299  HISTORY     - 1956     GOOD             NGS
 HX2299  HISTORY     - 1976     GOOD             NGS
 HX2299
 HX2299                          STATION DESCRIPTION
 HX2299
 HX2299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2299'AT ROBERTSBURG.
 HX2299'AT ROBERTSBURG, ALONG THE NEW YORK CENTRAL RAILROAD, IN THE TOP
 HX2299'OF THE EAST END OF THE SOUTH STONE PIER OF RAILROAD BRIDGE NO.
 HX2299'874 OVER EIGHTEEN MILE CREEK, 8 1/2 FEET EAST OF EAST RAIL, 1/2
 HX2299'FOOT WEST OF EAST END OF PIER, 1/2 FOOT NORTH OF SOUTH EDGE OF
 HX2299'PIER AND 7 1/2 FEET BELOW LEVEL OF TRACK.
 HX2299
 HX2299                          STATION RECOVERY (1976)
 HX2299
 HX2299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0501 ***********************************************************************
 HY0501  DESIGNATION -  X 50
 HY0501  PID         -  HY0501
 HY0501  STATE/COUNTY-  WV/LINCOLN
 HY0501  USGS QUAD   -  RANGER (1976)
 HY0501
 HY0501                         *CURRENT SURVEY CONTROL
 HY0501  ___________________________________________________________________
 HY0501* NAD 83(1986)-  38 04 39.     (N)    082 08 42.     (W)     SCALED    
 HY0501* NAVD 88     -       184.161  (meters)     604.20   (feet)  ADJUSTED  
 HY0501  ___________________________________________________________________
 HY0501  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HY0501  DYNAMIC HT  -         184.029 (meters)     603.77  (feet)  COMP
 HY0501  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 HY0501
 HY0501  VERT ORDER  -  SECOND    CLASS 0
 HY0501
 HY0501.The horizontal coordinates were scaled from a topographic map and have
 HY0501.an estimated accuracy of +/- 6 seconds.
 HY0501
 HY0501.The orthometric height was determined by differential leveling
 HY0501.and adjusted by the National Geodetic Survey in June 1991..
 HY0501
 HY0501.The geoid height was determined by GEOID03.
 HY0501
 HY0501.The dynamic height is computed by dividing the NAVD 88
 HY0501.geopotential number by the normal gravity value computed on the
 HY0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0501.degrees latitude (g = 980.6199 gals.).
 HY0501
 HY0501.The modeled gravity was interpolated from observed gravity values.
 HY0501
 HY0501;                    North         East    Units  Estimated Accuracy
 HY0501;SPC WV S     -   120,210.      499,550.      MT  (+/- 180 meters Scaled)
 HY0501
 HY0501                          SUPERSEDED SURVEY CONTROL
 HY0501
 HY0501  NGVD 29 (??/??/92)  184.375  (m)          604.90   (f) ADJ UNCH    2 0
 HY0501
 HY0501.Superseded values are not recommended for survey control.
 HY0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0501.See file dsdata.txt to determine how the superseded data were derived.
 HY0501
 HY0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC995150(NAD 83)
 HY0501_MARKER: DB = BENCH MARK DISK
 HY0501_SETTING: 66 = SET IN ROCK OUTCROP
 HY0501_SP_SET: BED ROCK
 HY0501_STAMPING: X 50 1935
 HY0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0501+STABILITY: POSITION/ELEVATION WELL
 HY0501
 HY0501  HISTORY     - Date     Condition        Report By
 HY0501  HISTORY     - 1935     MONUMENTED       CGS
 HY0501  HISTORY     - 1957     GOOD             NGS
 HY0501
 HY0501                          STATION DESCRIPTION
 HY0501
 HY0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0501'1 MI SW FROM GILL.
 HY0501'ABOUT 1.05 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0501'FROM THE STATION AT GILL, 0.45 MILE SOUTHWEST OF MILE POLE 37,
 HY0501'40 YARDS NORTHWEST OF NORTHWEST TRACK AND AT THE OUTSIDE OF A
 HY0501'CURVE, 17 YARDS SOUTHWEST OF THE THIRD TELEPHONE POLE NORTHEAST
 HY0501'OF A SIGNAL BATTERY BOX, SET IN THE TOP OF A PARTLY IMBEDDED
 HY0501'2 1/2 BY 2 1/2 FOOT ROCK AT THE FOOT OF A RAILROAD FILL, ABOUT
 HY0501'12 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2250 ***********************************************************************
 GX2250  DESIGNATION -  X 51
 GX2250  PID         -  GX2250
 GX2250  STATE/COUNTY-  WV/LOGAN
 GX2250  USGS QUAD   -  HOLDEN (1989)
 GX2250
 GX2250                         *CURRENT SURVEY CONTROL
 GX2250  ___________________________________________________________________
 GX2250* NAD 83(1986)-  37 49 12.     (N)    081 59 59.     (W)     SCALED    
 GX2250* NAVD 88     -       210.330  (meters)     690.06   (feet)  ADJUSTED  
 GX2250  ___________________________________________________________________
 GX2250  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GX2250  DYNAMIC HT  -         210.177 (meters)     689.56  (feet)  COMP
 GX2250  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 GX2250
 GX2250  VERT ORDER  -  SECOND    CLASS 0
 GX2250
 GX2250.The horizontal coordinates were scaled from a topographic map and have
 GX2250.an estimated accuracy of +/- 6 seconds.
 GX2250
 GX2250.The orthometric height was determined by differential leveling
 GX2250.and adjusted by the National Geodetic Survey in June 1991..
 GX2250
 GX2250.The geoid height was determined by GEOID03.
 GX2250
 GX2250.The dynamic height is computed by dividing the NAVD 88
 GX2250.geopotential number by the normal gravity value computed on the
 GX2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2250.degrees latitude (g = 980.6199 gals.).
 GX2250
 GX2250.The modeled gravity was interpolated from observed gravity values.
 GX2250
 GX2250;                    North         East    Units  Estimated Accuracy
 GX2250;SPC WV S     -    91,490.      511,980.      MT  (+/- 180 meters Scaled)
 GX2250
 GX2250                          SUPERSEDED SURVEY CONTROL
 GX2250
 GX2250  NGVD 29 (??/??/92)  210.55   (m)          690.8    (f) COMPUTED    2 0
 GX2250
 GX2250.Superseded values are not recommended for survey control.
 GX2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2250.See file dsdata.txt to determine how the superseded data were derived.
 GX2250
 GX2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB120863(NAD 83)
 GX2250_MARKER: DD = SURVEY DISK
 GX2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2250_STAMPING: X 51 1935
 GX2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2250+STABILITY: SURFACE MOTION
 GX2250
 GX2250  HISTORY     - Date     Condition        Report By
 GX2250  HISTORY     - 1935     MONUMENTED       WVGS
 GX2250  HISTORY     - 1957     MARK NOT FOUND   NGS
 GX2250
 GX2250                          STATION DESCRIPTION
 GX2250
 GX2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GX2250'0.9 MI NE FROM MONAVILLE.
 GX2250'ON U.S. HIGHWAY 119, OPPOSITE THE DIAMOND OF THE OLD MONITOR BALL
 GX2250'PARK, 37 YARDS SOUTHWEST OF A LARGE POPLAR TREE IN THE BALL PARK,
 GX2250'18 FEET WEST OF THE CENTERLINE OF THE HIGHWAY ON THE HIGH SIDE
 GX2250'OF A CURVE, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.  A
 GX2250'STATE SURVEY STANDARD DISK, STAMPED X 51 1935 AND SET IN THE TOP
 GX2250'OF A CONCRETE POST.  NOTE-- LOCAL RESIDENTS STATED THAT THE
 GX2250'HIGHWAY HAD BEEN CHANGED AND THE DESCRIBED AREA GRADED AND FILLED
 GX2250'IN.  MARK MAY STILL BE INTACT BUT WOULD BE BURIED UNDER SEVERAL
 GX2250'FEET OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0384 ***********************************************************************
 GX0384  DESIGNATION -  X 52
 GX0384  PID         -  GX0384
 GX0384  STATE/COUNTY-  WV/MERCER
 GX0384  USGS QUAD   -  OAKVALE (1977)
 GX0384
 GX0384                         *CURRENT SURVEY CONTROL
 GX0384  ___________________________________________________________________
 GX0384* NAD 83(1986)-  37 21 15.     (N)    080 53 44.     (W)     SCALED    
 GX0384* NAVD 88     -       502.099  (meters)    1647.30   (feet)  ADJUSTED  
 GX0384  ___________________________________________________________________
 GX0384  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX0384  DYNAMIC HT  -         501.667 (meters)    1645.89  (feet)  COMP
 GX0384  MODELED GRAV-     979,756.2   (mgal)                       NAVD 88
 GX0384
 GX0384  VERT ORDER  -  FIRST     CLASS II
 GX0384
 GX0384.The horizontal coordinates were scaled from a topographic map and have
 GX0384.an estimated accuracy of +/- 6 seconds.
 GX0384
 GX0384.The orthometric height was determined by differential leveling
 GX0384.and adjusted by the National Geodetic Survey in June 1991..
 GX0384
 GX0384.The geoid height was determined by GEOID03.
 GX0384
 GX0384.The dynamic height is computed by dividing the NAVD 88
 GX0384.geopotential number by the normal gravity value computed on the
 GX0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0384.degrees latitude (g = 980.6199 gals.).
 GX0384
 GX0384.The modeled gravity was interpolated from observed gravity values.
 GX0384
 GX0384;                    North         East    Units  Estimated Accuracy
 GX0384;SPC WV S     -    39,310.      609,250.      MT  (+/- 180 meters Scaled)
 GX0384
 GX0384                          SUPERSEDED SURVEY CONTROL
 GX0384
 GX0384  NGVD 29 (??/??/92)  502.222  (m)         1647.71   (f) ADJ UNCH    1 2
 GX0384
 GX0384.Superseded values are not recommended for survey control.
 GX0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0384.See file dsdata.txt to determine how the superseded data were derived.
 GX0384
 GX0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB092341(NAD 83)
 GX0384_MARKER: DB = BENCH MARK DISK
 GX0384_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX0384_STAMPING: X 52 1935
 GX0384_MARK LOGO: CGS   
 GX0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0384
 GX0384  HISTORY     - Date     Condition        Report By
 GX0384  HISTORY     - 1935     MONUMENTED       CGS
 GX0384  HISTORY     - 1965     GOOD             NGS
 GX0384  HISTORY     - 1984     GOOD             NGS
 GX0384
 GX0384                          STATION DESCRIPTION
 GX0384
 GX0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX0384'4 MI E FROM OAKVALE.
 GX0384'4.0 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0384'STATION AT OAKVALE, 2.85 MILES SOUTHWEST OF THE STATION AT GLEN
 GX0384'LYN, VIRGINIA, 5 1/2 RAILS WEST OF MILEPOST N-343, SET IN THE
 GX0384'TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT FOR BRIDGE NO.
 GX0384'822 OVER THE EAST RIVER AND A GRAVELED ROAD, 8.4 FEET SOUTH OF THE
 GX0384'SOUTH RAIL OF THE EAST-BOUND TRACK AND ABOUT LEVEL WITH THE
 GX0384'TRACK.
 GX0384
 GX0384                          STATION RECOVERY (1984)
 GX0384
 GX0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1712 ***********************************************************************
 HX1712  DESIGNATION -  X 6
 HX1712  PID         -  HX1712
 HX1712  STATE/COUNTY-  WV/ROANE
 HX1712  USGS QUAD   -  REEDY (1975)
 HX1712
 HX1712                         *CURRENT SURVEY CONTROL
 HX1712  ___________________________________________________________________
 HX1712* NAD 83(1986)-  38 53 54.     (N)    081 25 35.     (W)     SCALED    
 HX1712* NAVD 88     -       206.088  (meters)     676.14   (feet)  ADJUSTED  
 HX1712  ___________________________________________________________________
 HX1712  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HX1712  DYNAMIC HT  -         205.955 (meters)     675.70  (feet)  COMP
 HX1712  MODELED GRAV-     979,975.6   (mgal)                       NAVD 88
 HX1712
 HX1712  VERT ORDER  -  SECOND    CLASS 0
 HX1712
 HX1712.The horizontal coordinates were scaled from a topographic map and have
 HX1712.an estimated accuracy of +/- 6 seconds.
 HX1712
 HX1712.The orthometric height was determined by differential leveling
 HX1712.and adjusted by the National Geodetic Survey in June 1991..
 HX1712
 HX1712.The geoid height was determined by GEOID03.
 HX1712
 HX1712.The dynamic height is computed by dividing the NAVD 88
 HX1712.geopotential number by the normal gravity value computed on the
 HX1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1712.degrees latitude (g = 980.6199 gals.).
 HX1712
 HX1712.The modeled gravity was interpolated from observed gravity values.
 HX1712
 HX1712;                    North         East    Units  Estimated Accuracy
 HX1712;SPC WV S     -   210,790.      563,010.      MT  (+/- 180 meters Scaled)
 HX1712
 HX1712                          SUPERSEDED SURVEY CONTROL
 HX1712
 HX1712  NGVD 29 (??/??/92)  206.242  (m)          676.65   (f) ADJ UNCH    2 0
 HX1712
 HX1712.Superseded values are not recommended for survey control.
 HX1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1712.See file dsdata.txt to determine how the superseded data were derived.
 HX1712
 HX1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD630055(NAD 83)
 HX1712_MARKER: DB = BENCH MARK DISK
 HX1712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1712_SP_SET: BUILDING
 HX1712_STAMPING: X 6 1933
 HX1712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1712
 HX1712  HISTORY     - Date     Condition        Report By
 HX1712  HISTORY     - 1933     MONUMENTED       CGS
 HX1712  HISTORY     - 1941     GOOD             NGS
 HX1712  HISTORY     - 1976     GOOD             NGS
 HX1712
 HX1712                          STATION DESCRIPTION
 HX1712
 HX1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HX1712'AT REEDY.
 HX1712'AT REEDY, 42 YARDS WEST OF THE POST OFFICE, 9 YARDS SOUTH OF THE
 HX1712'CENTERLINE OF MAIN STREET, IN THE EAST FACE OF THE TILE BUILDING
 HX1712'OF THE T.W. DYE FURNITURE STORE, 1.8 FEET SOUTH OF THE NORTHEAST
 HX1712'CORNER AND ABOUT 1.5 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 HX1712'X 6 1933 AND SET VERTICALLY.
 HX1712
 HX1712                          STATION RECOVERY (1976)
 HX1712
 HX1712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX1712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1980 ***********************************************************************
 HW1980  DESIGNATION -  X 60
 HW1980  PID         -  HW1980
 HW1980  STATE/COUNTY-  WV/RANDOLPH
 HW1980  USGS QUAD   -  MILL CREEK (1995)
 HW1980
 HW1980                         *CURRENT SURVEY CONTROL
 HW1980  ___________________________________________________________________
 HW1980* NAD 83(1986)-  38 37 51.     (N)    079 55 29.     (W)     SCALED    
 HW1980* NAVD 88     -      1159.227  (meters)    3803.23   (feet)  ADJUSTED  
 HW1980  ___________________________________________________________________
 HW1980  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HW1980  DYNAMIC HT  -        1158.261 (meters)    3800.06  (feet)  COMP
 HW1980  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 HW1980
 HW1980  VERT ORDER  -  SECOND    CLASS 0
 HW1980
 HW1980.The horizontal coordinates were scaled from a topographic map and have
 HW1980.an estimated accuracy of +/- 6 seconds.
 HW1980
 HW1980.The orthometric height was determined by differential leveling
 HW1980.and adjusted by the National Geodetic Survey in June 1991..
 HW1980.WARNING-Repeat measurements at this control monument indicate possible
 HW1980.vertical movement.
 HW1980
 HW1980.The geoid height was determined by GEOID03.
 HW1980
 HW1980.The dynamic height is computed by dividing the NAVD 88
 HW1980.geopotential number by the normal gravity value computed on the
 HW1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1980.degrees latitude (g = 980.6199 gals.).
 HW1980
 HW1980.The modeled gravity was interpolated from observed gravity values.
 HW1980
 HW1980;                    North         East    Units  Estimated Accuracy
 HW1980;SPC WV S     -   181,550.      693,620.      MT  (+/- 180 meters Scaled)
 HW1980
 HW1980                          SUPERSEDED SURVEY CONTROL
 HW1980
 HW1980  NGVD 29 (??/??/92) 1159.289  (m)         3803.43   (f) ADJ UNCH    2 0
 HW1980
 HW1980.Superseded values are not recommended for survey control.
 HW1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1980.See file dsdata.txt to determine how the superseded data were derived.
 HW1980
 HW1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC935763(NAD 83)
 HW1980_MARKER: DB = BENCH MARK DISK
 HW1980_SETTING: 80 = SET IN A BOULDER
 HW1980_STAMPING: X 60 1935
 HW1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1980+STABILITY: SURFACE MOTION
 HW1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW1980+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 HW1980
 HW1980  HISTORY     - Date     Condition        Report By
 HW1980  HISTORY     - 1935     MONUMENTED       CGS
 HW1980  HISTORY     - 1962     GOOD             NGS
 HW1980  HISTORY     - 20041119 GOOD             INDIV
 HW1980
 HW1980                          STATION DESCRIPTION
 HW1980
 HW1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1980'8.6 MI SE FROM HUTTONSVILLE.
 HW1980'ABOUT 8.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 HW1980'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, AT THE TOP
 HW1980'OF CHEAT MOUNTAIN, 42 FEET NORTH OF CENTER LINE OF HIGHWAY, 33
 HW1980'FEET NORTHWEST OF MINE ROAD ABOUT 4 1/2 FEET ABOVE LEVEL OF
 HW1980'HIGHWAY, AND SET ON TOP OF A 6 FOOT LON-BY-4 FOOT WIDE-BY-4 FOOT
 HW1980'HIGH BOULDER.  (*) MARK IS SET IN POOR STRUCTURE, LEVELING IN
 HW1980'1962 INDICATED MARK HAD LOWERED ABOUT 2 DECIMETERS, USE WITH
 HW1980'CAUTION.  MARK SUBJECT TO FROST HEAVE.
 HW1980
 HW1980                          STATION RECOVERY (2004)
 HW1980
 HW1980'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRI)
 HW1980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1649 ***********************************************************************
 HW1649  DESIGNATION -  X 61
 HW1649  PID         -  HW1649
 HW1649  STATE/COUNTY-  WV/PENDLETON
 HW1649  USGS QUAD   -  DOE HILL (1977)
 HW1649
 HW1649                         *CURRENT SURVEY CONTROL
 HW1649  ___________________________________________________________________
 HW1649* NAD 83(1986)-  38 26 16.     (N)    079 23 48.     (W)     SCALED    
 HW1649* NAVD 88     -       862.766  (meters)    2830.59   (feet)  ADJUSTED  
 HW1649  ___________________________________________________________________
 HW1649  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 HW1649  DYNAMIC HT  -         862.069 (meters)    2828.30  (feet)  COMP
 HW1649  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 HW1649
 HW1649  VERT ORDER  -  SECOND    CLASS 0
 HW1649
 HW1649.The horizontal coordinates were scaled from a topographic map and have
 HW1649.an estimated accuracy of +/- 6 seconds.
 HW1649
 HW1649.The orthometric height was determined by differential leveling
 HW1649.and adjusted by the National Geodetic Survey in June 1991..
 HW1649
 HW1649.The geoid height was determined by GEOID03.
 HW1649
 HW1649.The dynamic height is computed by dividing the NAVD 88
 HW1649.geopotential number by the normal gravity value computed on the
 HW1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1649.degrees latitude (g = 980.6199 gals.).
 HW1649
 HW1649.The modeled gravity was interpolated from observed gravity values.
 HW1649
 HW1649;                    North         East    Units  Estimated Accuracy
 HW1649;SPC WV S     -   160,790.      739,970.      MT  (+/- 180 meters Scaled)
 HW1649
 HW1649                          SUPERSEDED SURVEY CONTROL
 HW1649
 HW1649  NGVD 29 (??/??/92)  862.843  (m)         2830.84   (f) ADJ UNCH    2 0
 HW1649
 HW1649.Superseded values are not recommended for survey control.
 HW1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1649.See file dsdata.txt to determine how the superseded data were derived.
 HW1649
 HW1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC399556(NAD 83)
 HW1649_MARKER: DB = BENCH MARK DISK
 HW1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1649_STAMPING: X 61 1935
 HW1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1649+STABILITY: SURFACE MOTION
 HW1649
 HW1649  HISTORY     - Date     Condition        Report By
 HW1649  HISTORY     - 1935     MONUMENTED       CGS
 HW1649
 HW1649                          STATION DESCRIPTION
 HW1649
 HW1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1649'2.2 MI NW FROM PALO ALTO.
 HW1649'IN PENDLETON COUNTY, WEST VIRGINIA, 2.2 MILES NORTHWEST ALONG
 HW1649'SECONDARY STATE HIGHWAY 620 FROM THE JUNCTION OF SECONDARY
 HW1649'STATE HIGHWAY 614 AT PALO ALTO, HIGHLAND COUNTY, VIRGINIA,
 HW1649'AT THE TOP OF A MOUNTAIN, AT THE JUNCTION OF A DIM ROAD LEADING
 HW1649'NORTHEAST, 50 FEET SOUTH OF THE DIM ROAD, 18 FEET EAST OF THE
 HW1649'CENTERLINE OF THE HIGHWAY, 36 FEET EAST OF A GATE ON THE WEST
 HW1649'SIDE OF THE HIGHWAY, AND 6 FEET NORTH OF A 3-FOOT LARGE DEAD
 HW1649'TREE.  A STANDARD DISK, STAMPED X 61 1935 AND SET IN THE TOP
 HW1649'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2064 ***********************************************************************
 HX2064  DESIGNATION -  X 7
 HX2064  PID         -  HX2064
 HX2064  STATE/COUNTY-  WV/KANAWHA
 HX2064  USGS QUAD   -  BIG CHIMNEY (1976)
 HX2064
 HX2064                         *CURRENT SURVEY CONTROL
 HX2064  ___________________________________________________________________
 HX2064* NAD 83(1986)-  38 24 23.     (N)    081 30 56.     (W)     SCALED    
 HX2064* NAVD 88     -       185.979  (meters)     610.17   (feet)  ADJUSTED  
 HX2064  ___________________________________________________________________
 HX2064  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HX2064  DYNAMIC HT  -         185.850 (meters)     609.74  (feet)  COMP
 HX2064  MODELED GRAV-     979,930.5   (mgal)                       NAVD 88
 HX2064
 HX2064  VERT ORDER  -  SECOND    CLASS 0
 HX2064
 HX2064.The horizontal coordinates were scaled from a topographic map and have
 HX2064.an estimated accuracy of +/- 6 seconds.
 HX2064
 HX2064.The orthometric height was determined by differential leveling
 HX2064.and adjusted by the National Geodetic Survey in June 1991..
 HX2064
 HX2064.The geoid height was determined by GEOID03.
 HX2064
 HX2064.The dynamic height is computed by dividing the NAVD 88
 HX2064.geopotential number by the normal gravity value computed on the
 HX2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2064.degrees latitude (g = 980.6199 gals.).
 HX2064
 HX2064.The modeled gravity was interpolated from observed gravity values.
 HX2064
 HX2064;                    North         East    Units  Estimated Accuracy
 HX2064;SPC WV S     -   156,220.      554,970.      MT  (+/- 180 meters Scaled)
 HX2064
 HX2064                          SUPERSEDED SURVEY CONTROL
 HX2064
 HX2064  NGVD 29 (??/??/92)  186.168  (m)          610.79   (f) ADJ UNCH    2 0
 HX2064
 HX2064.Superseded values are not recommended for survey control.
 HX2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2064.See file dsdata.txt to determine how the superseded data were derived.
 HX2064
 HX2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC549510(NAD 83)
 HX2064_MARKER: DB = BENCH MARK DISK
 HX2064_SETTING: 66 = SET IN ROCK OUTCROP
 HX2064_SP_SET: ROCK LEDGE
 HX2064_STAMPING: X 7 1933
 HX2064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2064+STABILITY: POSITION/ELEVATION WELL
 HX2064
 HX2064  HISTORY     - Date     Condition        Report By
 HX2064  HISTORY     - 1933     MONUMENTED       CGS
 HX2064  HISTORY     - 1970     MARK NOT FOUND   USGS
 HX2064
 HX2064                          STATION DESCRIPTION
 HX2064
 HX2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX2064'0.6 MI E FROM BREAM.
 HX2064'ABOUT 0.6 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2064'THE FLAG STOP AT BREAM, KANAWHA COUNTY, ABOUT 34 RAILS EAST
 HX2064'OF MILEPOST C 8, 10 FEET SOUTH OF THE CENTER LINE OF THE
 HX2064'TRACK, IN THE TOP OF A ROCK LEDGE AT THE BASE OF A SMALL ROCK
 HX2064'CLIFF, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 HX2064'STAMPED X 7 1933.  NOTE-- BANK CAVED IN.
 HX2064
 HX2064                          STATION RECOVERY (1970)
 HX2064
 HX2064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HX2064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0397 ***********************************************************************
 JW0397  DESIGNATION -  X 77
 JW0397  PID         -  JW0397
 JW0397  STATE/COUNTY-  WV/MINERAL
 JW0397  USGS QUAD   -  CRESAPTOWN (1974)
 JW0397
 JW0397                         *CURRENT SURVEY CONTROL
 JW0397  ___________________________________________________________________
 JW0397* NAD 83(1986)-  39 36 38.     (N)    078 45 23.     (W)     SCALED    
 JW0397* NAVD 88     -       187.340  (meters)     614.63   (feet)  ADJUSTED  
 JW0397  ___________________________________________________________________
 JW0397  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JW0397  DYNAMIC HT  -         187.232 (meters)     614.28  (feet)  COMP
 JW0397  MODELED GRAV-     980,043.9   (mgal)                       NAVD 88
 JW0397
 JW0397  VERT ORDER  -  FIRST     CLASS II
 JW0397
 JW0397.The horizontal coordinates were scaled from a topographic map and have
 JW0397.an estimated accuracy of +/- 6 seconds.
 JW0397
 JW0397.The orthometric height was determined by differential leveling
 JW0397.and adjusted by the National Geodetic Survey in June 1991..
 JW0397
 JW0397.The geoid height was determined by GEOID03.
 JW0397
 JW0397.The dynamic height is computed by dividing the NAVD 88
 JW0397.geopotential number by the normal gravity value computed on the
 JW0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0397.degrees latitude (g = 980.6199 gals.).
 JW0397
 JW0397.The modeled gravity was interpolated from observed gravity values.
 JW0397
 JW0397;                    North         East    Units  Estimated Accuracy
 JW0397;SPC WV N     -   123,560.      663,860.      MT  (+/- 180 meters Scaled)
 JW0397
 JW0397                          SUPERSEDED SURVEY CONTROL
 JW0397
 JW0397  NGVD 29 (??/??/92)  187.537  (m)          615.28   (f) ADJ UNCH    1 2
 JW0397
 JW0397.Superseded values are not recommended for survey control.
 JW0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0397.See file dsdata.txt to determine how the superseded data were derived.
 JW0397
 JW0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD926869(NAD 83)
 JW0397_MARKER: DB = BENCH MARK DISK
 JW0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0397_SP_SET: BRIDGE
 JW0397_STAMPING: X 77 1941
 JW0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0397
 JW0397  HISTORY     - Date     Condition        Report By
 JW0397  HISTORY     - 1941     MONUMENTED       CGS
 JW0397
 JW0397                          STATION DESCRIPTION
 JW0397
 JW0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0397'3.9 MI S FROM CUMBERLAND.
 JW0397'3.9 MILES SOUTH ALONG THE WESTERN MARYLAND RAILROAD FROM THE
 JW0397'STATION AT CUMBERLAND, 21 RAILS SOUTH OF MILE-POST NO. 162, SET
 JW0397'IN THE NORTH CORNER OF THE EAST ABUTMENT AT THE NORTH END OF
 JW0397'BRIDGE NO. 1618, 1.5 FEET SOUTH OF THE NORTH END OF THE ABUTMENT,
 JW0397'16.6 FEET EAST OF THE EAST RAIL OF THE TRACK.  A STANDARD DISK
 JW0397'STAMPED X-77 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0110 ***********************************************************************
 JX0110  DESIGNATION -  X 78
 JX0110  PID         -  JX0110
 JX0110  STATE/COUNTY-  WV/TAYLOR
 JX0110  USGS QUAD   -  GRAFTON (1976)
 JX0110
 JX0110                         *CURRENT SURVEY CONTROL
 JX0110  ___________________________________________________________________
 JX0110* NAD 83(1986)-  39 19 43.     (N)    080 02 12.     (W)     SCALED    
 JX0110* NAVD 88     -       306.543  (meters)    1005.72   (feet)  ADJUSTED  
 JX0110  ___________________________________________________________________
 JX0110  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JX0110  DYNAMIC HT  -         306.353 (meters)    1005.09  (feet)  COMP
 JX0110  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 JX0110
 JX0110  VERT ORDER  -  FIRST     CLASS II
 JX0110
 JX0110.The horizontal coordinates were scaled from a topographic map and have
 JX0110.an estimated accuracy of +/- 6 seconds.
 JX0110
 JX0110.The orthometric height was determined by differential leveling
 JX0110.and adjusted by the National Geodetic Survey in June 1991..
 JX0110
 JX0110.The geoid height was determined by GEOID03.
 JX0110
 JX0110.The dynamic height is computed by dividing the NAVD 88
 JX0110.geopotential number by the normal gravity value computed on the
 JX0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0110.degrees latitude (g = 980.6199 gals.).
 JX0110
 JX0110.The modeled gravity was interpolated from observed gravity values.
 JX0110
 JX0110;                    North         East    Units  Estimated Accuracy
 JX0110;SPC WV N     -    92,130.      553,730.      MT  (+/- 180 meters Scaled)
 JX0110
 JX0110                          SUPERSEDED SURVEY CONTROL
 JX0110
 JX0110  NGVD 29 (??/??/92)  306.729  (m)         1006.33   (f) ADJ UNCH    1 2
 JX0110
 JX0110.Superseded values are not recommended for survey control.
 JX0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0110.See file dsdata.txt to determine how the superseded data were derived.
 JX0110
 JX0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND830536(NAD 83)
 JX0110_MARKER: DB = BENCH MARK DISK
 JX0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0110_SP_SET: SIGNAL BASE
 JX0110_STAMPING: X 78 1943
 JX0110_MARK LOGO: CGS   
 JX0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0110
 JX0110  HISTORY     - Date     Condition        Report By
 JX0110  HISTORY     - 1943     MONUMENTED       CGS
 JX0110  HISTORY     - 1983     GOOD             NGS
 JX0110
 JX0110                          STATION DESCRIPTION
 JX0110
 JX0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0110'1.4 MI SW FROM GRAFTON.
 JX0110'1.4 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0110'THE STATION AT GRAFTON, TAYLOR COUNTY, AT AN OVERHEAD BLOCK SIGNAL
 JX0110'(SIGNAL BRIDGE), IN THE TOP OF THE NORTHWEST CORNER OF THE
 JX0110'CONCRETE BASE OF THE EAST LEG, 9 FEET EAST OF THE CENTERLINE
 JX0110'OF THE EAST TRACK, AND 3 FEET HIGHER THAN THE TRACK.  A STANDARD
 JX0110'DISK.
 JX0110
 JX0110                          STATION RECOVERY (1983)
 JX0110
 JX0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1462 ***********************************************************************
 HX1462  DESIGNATION -  X 8
 HX1462  PID         -  HX1462
 HX1462  STATE/COUNTY-  WV/GILMER
 HX1462  USGS QUAD   -  GILMER (1976)
 HX1462
 HX1462                         *CURRENT SURVEY CONTROL
 HX1462  ___________________________________________________________________
 HX1462* NAD 83(1986)-  38 58 32.     (N)    080 44 49.     (W)     SCALED    
 HX1462* NAVD 88     -       266.456  (meters)     874.20   (feet)  ADJUSTED  
 HX1462  ___________________________________________________________________
 HX1462  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HX1462  DYNAMIC HT  -         266.284 (meters)     873.63  (feet)  COMP
 HX1462  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 HX1462
 HX1462  VERT ORDER  -  SECOND    CLASS 0
 HX1462
 HX1462.The horizontal coordinates were scaled from a topographic map and have
 HX1462.an estimated accuracy of +/- 6 seconds.
 HX1462
 HX1462.The orthometric height was determined by differential leveling
 HX1462.and adjusted by the National Geodetic Survey in June 1991..
 HX1462
 HX1462.The geoid height was determined by GEOID03.
 HX1462
 HX1462.The dynamic height is computed by dividing the NAVD 88
 HX1462.geopotential number by the normal gravity value computed on the
 HX1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1462.degrees latitude (g = 980.6199 gals.).
 HX1462
 HX1462.The modeled gravity was interpolated from observed gravity values.
 HX1462
 HX1462;                    North         East    Units  Estimated Accuracy
 HX1462;SPC WV S     -   219,310.      621,930.      MT  (+/- 180 meters Scaled)
 HX1462
 HX1462                          SUPERSEDED SURVEY CONTROL
 HX1462
 HX1462  NGVD 29 (??/??/92)  266.623  (m)          874.75   (f) ADJ UNCH    2 0
 HX1462
 HX1462.Superseded values are not recommended for survey control.
 HX1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1462.See file dsdata.txt to determine how the superseded data were derived.
 HX1462
 HX1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND219140(NAD 83)
 HX1462_MARKER: DB = BENCH MARK DISK
 HX1462_SETTING: 66 = SET IN ROCK OUTCROP
 HX1462_SP_SET: ROCK OUTCROP
 HX1462_STAMPING: X 8 1933
 HX1462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1462+STABILITY: POSITION/ELEVATION WELL
 HX1462
 HX1462  HISTORY     - Date     Condition        Report By
 HX1462  HISTORY     - 1933     MONUMENTED       CGS
 HX1462
 HX1462                          STATION DESCRIPTION
 HX1462
 HX1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1462'6.8 MI NE FROM GLENVILLE.
 HX1462'6.8 MILES NORTHEAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX1462'AT GLENVILLE, GILMER COUNTY, 88 YARDS WEST OF THE MOUNTAINEER
 HX1462'SERVICE STATION, 13 YARDS SOUTHWEST OF A 2-FOOT SYCAMORE TREE,
 HX1462'6 YARDS NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE FACE
 HX1462'OF A ROCK OUTCROP, AND 2 FEET HIGHER THAN THE HIGHWAY.  A
 HX1462'STANDARD DISK, STAMPED X 8 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0256 ***********************************************************************
 JX0256  DESIGNATION -  X 80
 JX0256  PID         -  JX0256
 JX0256  STATE/COUNTY-  WV/DODDRIDGE
 JX0256  USGS QUAD   -  SMITHBURG (1976)
 JX0256
 JX0256                         *CURRENT SURVEY CONTROL
 JX0256  ___________________________________________________________________
 JX0256* NAD 83(1986)-  39 16 46.     (N)    080 40 41.     (W)     SCALED    
 JX0256* NAVD 88     -       252.986  (meters)     830.00   (feet)  ADJUSTED  
 JX0256  ___________________________________________________________________
 JX0256  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JX0256  DYNAMIC HT  -         252.832 (meters)     829.50  (feet)  COMP
 JX0256  MODELED GRAV-     980,011.8   (mgal)                       NAVD 88
 JX0256
 JX0256  VERT ORDER  -  FIRST     CLASS II
 JX0256
 JX0256.The horizontal coordinates were scaled from a topographic map and have
 JX0256.an estimated accuracy of +/- 6 seconds.
 JX0256
 JX0256.The orthometric height was determined by differential leveling
 JX0256.and adjusted by the National Geodetic Survey in June 1991..
 JX0256.WARNING-Repeat measurements at this control monument indicate possible
 JX0256.vertical movement.
 JX0256
 JX0256.The geoid height was determined by GEOID03.
 JX0256
 JX0256.The dynamic height is computed by dividing the NAVD 88
 JX0256.geopotential number by the normal gravity value computed on the
 JX0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0256.degrees latitude (g = 980.6199 gals.).
 JX0256
 JX0256.The modeled gravity was interpolated from observed gravity values.
 JX0256
 JX0256;                    North         East    Units  Estimated Accuracy
 JX0256;SPC WV N     -    87,200.      498,360.      MT  (+/- 180 meters Scaled)
 JX0256
 JX0256                          SUPERSEDED SURVEY CONTROL
 JX0256
 JX0256  NGVD 29 (??/??/92)  253.149  (m)          830.54   (f) ADJ UNCH    1 2
 JX0256
 JX0256.Superseded values are not recommended for survey control.
 JX0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0256.See file dsdata.txt to determine how the superseded data were derived.
 JX0256
 JX0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND277478(NAD 83)
 JX0256_MARKER: DB = BENCH MARK DISK
 JX0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0256_SP_SET: BRIDGE
 JX0256_STAMPING: X 80 1943
 JX0256_MARK LOGO: CGS   
 JX0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0256
 JX0256  HISTORY     - Date     Condition        Report By
 JX0256  HISTORY     - 1943     MONUMENTED       CGS
 JX0256  HISTORY     - 1983     GOOD             NGS
 JX0256
 JX0256                          STATION DESCRIPTION
 JX0256
 JX0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0256'1.6 MI W FROM LONG RUN.
 JX0256'1.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0256'STATION AT LONG RUN, DODDRIDGE COUNTY, 125 FEET WEST OF MILEPOST
 JX0256'P 61-B 323, AT BRIDGE 17, IN THE TOP OF THE SOUTH WALL, 2.1 FEET
 JX0256'EAST OF THE WEST END, 8.7 FEET SOUTH OF THE CENTERLINE OF THE
 JX0256'TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK.
 JX0256
 JX0256                          STATION RECOVERY (1983)
 JX0256
 JX0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0256'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  5.3 KM (3.3 MI)
 JX0256'EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE RAILROAD STATION
 JX0256'IN SMITHBURG TO THE MARK ON THE RIGHT, AT BRIDGE 17 OVER BUCKEYE
 JX0256'CREEK, IN TOP OF THE SOUTH HEADWALL, 2.5 METERS (8.5 FT) SOUTH OF THE
 JX0256'CENTER OF THE TRACKS.
 JX0256'THE MARK IS 0.30 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0926 ***********************************************************************
 JX0926  DESIGNATION -  X 81
 JX0926  PID         -  JX0926
 JX0926  STATE/COUNTY-  WV/RITCHIE
 JX0926  USGS QUAD   -  ELLENBORO (1975)
 JX0926
 JX0926                         *CURRENT SURVEY CONTROL
 JX0926  ___________________________________________________________________
 JX0926* NAD 83(1986)-  39 16 57.     (N)    081 00 53.     (W)     SCALED    
 JX0926* NAVD 88     -       263.891  (meters)     865.78   (feet)  ADJUSTED  
 JX0926  ___________________________________________________________________
 JX0926  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JX0926  DYNAMIC HT  -         263.727 (meters)     865.24  (feet)  COMP
 JX0926  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 JX0926
 JX0926  VERT ORDER  -  FIRST     CLASS II
 JX0926
 JX0926.The horizontal coordinates were scaled from a topographic map and have
 JX0926.an estimated accuracy of +/- 6 seconds.
 JX0926
 JX0926.The orthometric height was determined by differential leveling
 JX0926.and adjusted by the National Geodetic Survey in June 1991..
 JX0926
 JX0926.The geoid height was determined by GEOID03.
 JX0926
 JX0926.The dynamic height is computed by dividing the NAVD 88
 JX0926.geopotential number by the normal gravity value computed on the
 JX0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0926.degrees latitude (g = 980.6199 gals.).
 JX0926
 JX0926.The modeled gravity was interpolated from observed gravity values.
 JX0926
 JX0926;                    North         East    Units  Estimated Accuracy
 JX0926;SPC WV N     -    87,970.      469,320.      MT  (+/- 180 meters Scaled)
 JX0926
 JX0926                          SUPERSEDED SURVEY CONTROL
 JX0926
 JX0926  NGVD 29 (??/??/92)  264.073  (m)          866.38   (f) ADJ UNCH    1 2
 JX0926
 JX0926.Superseded values are not recommended for survey control.
 JX0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0926.See file dsdata.txt to determine how the superseded data were derived.
 JX0926
 JX0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD987481(NAD 83)
 JX0926_MARKER: DB = BENCH MARK DISK
 JX0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0926_SP_SET: SIGNAL BASE
 JX0926_STAMPING: X 81 1943
 JX0926_MARK LOGO: CGS   
 JX0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0926
 JX0926  HISTORY     - Date     Condition        Report By
 JX0926  HISTORY     - 1943     MONUMENTED       CGS
 JX0926  HISTORY     - 1983     GOOD             NGS
 JX0926
 JX0926                          STATION DESCRIPTION
 JX0926
 JX0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0926'2.6 MI W FROM PENNSBORO.
 JX0926'2.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0926'STATION AT PENNSBORO, RITCHIE COUNTY, OPPOSITE POLE 344+20, AT
 JX0926'SIGNAL E 344-25, IN THE TOP OF THE NORTHWEST CORNER OF THE
 JX0926'CONCRETE BASE, 10.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 JX0926'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED X 81 1943.
 JX0926
 JX0926                          STATION RECOVERY (1983)
 JX0926
 JX0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0926'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  4.2 KM (2.6 MI)
 JX0926'WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE RAILROAD STATION
 JX0926'IN PENNSBORO TO THE MARK ON THE LEFT, IN THE BASE OF AN OLD SIGNAL,
 JX0926'OPPOSITE POLE 344+20 AT SIGNAL E 344-25, 3.2 METERS (10.5 FT) SOUTH OF
 JX0926'THE CENTER OF THE RAILROAD, 0.60 METER (2.0 FT) EAST OF A NEW SIGNAL.
 JX0926'THE MARK IS 0.30 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2633 ***********************************************************************
 HX2633  DESIGNATION -  X 83
 HX2633  PID         -  HX2633
 HX2633  STATE/COUNTY-  WV/JACKSON
 HX2633  USGS QUAD   -  RAVENSWOOD (1994)
 HX2633
 HX2633                         *CURRENT SURVEY CONTROL
 HX2633  ___________________________________________________________________
 HX2633* NAD 83(1986)-  38 57 25.     (N)    081 46 22.     (W)     SCALED    
 HX2633* NAVD 88     -       181.573  (meters)     595.71   (feet)  ADJUSTED  
 HX2633  ___________________________________________________________________
 HX2633  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 HX2633  DYNAMIC HT  -         181.457 (meters)     595.33  (feet)  COMP
 HX2633  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 HX2633
 HX2633  VERT ORDER  -  FIRST     CLASS II
 HX2633
 HX2633.The horizontal coordinates were scaled from a topographic map and have
 HX2633.an estimated accuracy of +/- 6 seconds.
 HX2633
 HX2633.The orthometric height was determined by differential leveling
 HX2633.and adjusted by the National Geodetic Survey in June 1991..
 HX2633
 HX2633.The geoid height was determined by GEOID03.
 HX2633
 HX2633.The dynamic height is computed by dividing the NAVD 88
 HX2633.geopotential number by the normal gravity value computed on the
 HX2633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2633.degrees latitude (g = 980.6199 gals.).
 HX2633
 HX2633.The modeled gravity was interpolated from observed gravity values.
 HX2633
 HX2633;                    North         East    Units  Estimated Accuracy
 HX2633;SPC WV S     -   217,490.      533,020.      MT  (+/- 180 meters Scaled)
 HX2633
 HX2633                          SUPERSEDED SURVEY CONTROL
 HX2633
 HX2633  NGVD 29 (??/??/92)  181.743  (m)          596.27   (f) ADJ UNCH    1 2
 HX2633
 HX2633.Superseded values are not recommended for survey control.
 HX2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2633.See file dsdata.txt to determine how the superseded data were derived.
 HX2633
 HX2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD330122(NAD 83)
 HX2633_MARKER: DB = BENCH MARK DISK
 HX2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2633_STAMPING: X 83 1943
 HX2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2633+STABILITY: SURFACE MOTION
 HX2633
 HX2633  HISTORY     - Date     Condition        Report By
 HX2633  HISTORY     - 1943     MONUMENTED       CGS
 HX2633  HISTORY     - 1956     GOOD             NGS
 HX2633  HISTORY     - 1976     GOOD             NGS
 HX2633  HISTORY     - 1984     MARK NOT FOUND   NGS
 HX2633
 HX2633                          STATION DESCRIPTION
 HX2633
 HX2633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2633'0.8 MI NW FROM RAVENSWOOD.
 HX2633'ABOUT 0.8 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2633'FROM THE STATION AT RAVENSWOOD, ABOUT 0.15 MILE SOUTHEAST OF A
 HX2633'GROUP OF BRICK AND TILE BUILDINGS OF A DAIRY ON NORTHEAST SIDE
 HX2633'OF TRACK, 235 YARDS NORTHWEST OF CROSSING OF A PRIVATE DIRT
 HX2633'ROAD (THE DIRT ROAD FOLLOWS ALONG THE NORTHWEST SIDE OF A FENCE
 HX2633'LINED WITH LARGE TREES), 15 1/2 FEET SOUTHWEST OF SOUTHWEST
 HX2633'RAIL, 57 FEET SOUTHEAST OF TELEPHONE POLE NO. 120/23, 78 FEET
 HX2633'NORTHWEST OF TELEPHONE POLE NO. 120/24, 2 1/2 FEET EAST OF A
 HX2633'LARGE FENCE POST (LENGHT OF TELEPHONE POLE 12-INCH IN DIAMETER)
 HX2633'ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST
 HX2633'ABOUT 2 INCHES UNDERGROUND.  NOTE-- FROM THE LARGE FENCE POST THE
 HX2633'FENCE POSTS TO THE SOUTHEAST ARE STEEL AND THE FENCE POSTS TO
 HX2633'THE NORTHWEST ARE WOOD.
 HX2633
 HX2633                          STATION RECOVERY (1976)
 HX2633
 HX2633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2633'RECOVERED IN GOOD CONDITION.
 HX2633
 HX2633                          STATION RECOVERY (1984)
 HX2633
 HX2633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2633'NOT RECOVERED, DESCRIPTION NOW INADEQUATE, NO EVIDENCE OF THE MARK
 HX2633'COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0020 ***********************************************************************
 GY0020  DESIGNATION -  X 85
 GY0020  PID         -  GY0020
 GY0020  STATE/COUNTY-  WV/WAYNE
 GY0020  USGS QUAD   -  WEBB (1989)
 GY0020
 GY0020                         *CURRENT SURVEY CONTROL
 GY0020  ___________________________________________________________________
 GY0020* NAD 83(1986)-  37 55 42.     (N)    082 29 27.     (W)     SCALED    
 GY0020* NAVD 88     -       186.276  (meters)     611.14   (feet)  ADJUSTED  
 GY0020  ___________________________________________________________________
 GY0020  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 GY0020  DYNAMIC HT  -         186.141 (meters)     610.70  (feet)  COMP
 GY0020  MODELED GRAV-     979,899.4   (mgal)                       NAVD 88
 GY0020
 GY0020  VERT ORDER  -  SECOND    CLASS 0
 GY0020
 GY0020.The horizontal coordinates were scaled from a topographic map and have
 GY0020.an estimated accuracy of +/- 6 seconds.
 GY0020
 GY0020.The orthometric height was determined by differential leveling
 GY0020.and adjusted by the National Geodetic Survey in June 1991..
 GY0020
 GY0020.The geoid height was determined by GEOID03.
 GY0020
 GY0020.The dynamic height is computed by dividing the NAVD 88
 GY0020.geopotential number by the normal gravity value computed on the
 GY0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0020.degrees latitude (g = 980.6199 gals.).
 GY0020
 GY0020.The modeled gravity was interpolated from observed gravity values.
 GY0020
 GY0020;                    North         East    Units  Estimated Accuracy
 GY0020;SPC WV S     -   104,090.      468,940.      MT  (+/- 180 meters Scaled)
 GY0020
 GY0020                          SUPERSEDED SURVEY CONTROL
 GY0020
 GY0020  NGVD 29 (??/??/92)  186.495  (m)          611.86   (f) ADJ UNCH    2 0
 GY0020
 GY0020.Superseded values are not recommended for survey control.
 GY0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0020.See file dsdata.txt to determine how the superseded data were derived.
 GY0020
 GY0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB689989(NAD 83)
 GY0020_MARKER: DB = BENCH MARK DISK
 GY0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0020_SP_SET: TUNNEL
 GY0020_STAMPING: X 85 1952
 GY0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0020
 GY0020  HISTORY     - Date     Condition        Report By
 GY0020  HISTORY     - 1952     MONUMENTED       CGS
 GY0020
 GY0020                          STATION DESCRIPTION
 GY0020
 GY0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GY0020'3.3 MI N FROM CRUM.
 GY0020'ABOUT 3.3 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0020'FROM THE STATION AT CRUM, ABOUT 0.6 MILE NORTH OF STATION AT
 GY0020'TRIPP, SET VERTICALLY IN SOUTH FACE OF WEST WALL AT SOUTH END
 GY0020'OF A TUNNEL, 7.8 FEET WEST OF WEST RAIL OF NORTH BOUND TRACK
 GY0020'AND ABOUT 3 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1081 ***********************************************************************
 GX1081  DESIGNATION -  X 86
 GX1081  PID         -  GX1081
 GX1081  STATE/COUNTY-  WV/RALEIGH
 GX1081  USGS QUAD   -  BECKLEY (1989)
 GX1081
 GX1081                         *CURRENT SURVEY CONTROL
 GX1081  ___________________________________________________________________
 GX1081* NAD 83(1986)-  37 45 56.     (N)    081 12 03.     (W)     SCALED    
 GX1081* NAVD 88     -       701.469  (meters)    2301.40   (feet)  ADJUSTED  
 GX1081  ___________________________________________________________________
 GX1081  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1081  DYNAMIC HT  -         700.885 (meters)    2299.49  (feet)  COMP
 GX1081  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 GX1081
 GX1081  VERT ORDER  -  SECOND    CLASS 0
 GX1081
 GX1081.The horizontal coordinates were scaled from a topographic map and have
 GX1081.an estimated accuracy of +/- 6 seconds.
 GX1081
 GX1081.The orthometric height was determined by differential leveling
 GX1081.and adjusted by the National Geodetic Survey in June 1991..
 GX1081
 GX1081.The geoid height was determined by GEOID03.
 GX1081
 GX1081.The dynamic height is computed by dividing the NAVD 88
 GX1081.geopotential number by the normal gravity value computed on the
 GX1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1081.degrees latitude (g = 980.6199 gals.).
 GX1081
 GX1081.The modeled gravity was interpolated from observed gravity values.
 GX1081
 GX1081;                    North         East    Units  Estimated Accuracy
 GX1081;SPC WV S     -    84,990.      582,310.      MT  (+/- 180 meters Scaled)
 GX1081
 GX1081                          SUPERSEDED SURVEY CONTROL
 GX1081
 GX1081  NGVD 29 (??/??/92)  701.625  (m)         2301.91   (f) ADJ UNCH    2 0
 GX1081
 GX1081.Superseded values are not recommended for survey control.
 GX1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1081.See file dsdata.txt to determine how the superseded data were derived.
 GX1081
 GX1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB823798(NAD 83)
 GX1081_MARKER: DB = BENCH MARK DISK
 GX1081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1081_SP_SET: OVERPASS
 GX1081_STAMPING: X 86 1960
 GX1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GX1081+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2003
 GX1081
 GX1081  HISTORY     - Date     Condition        Report By
 GX1081  HISTORY     - 1960     MONUMENTED       CGS
 GX1081  HISTORY     - 20030324 GOOD             INDIV
 GX1081
 GX1081                          STATION DESCRIPTION
 GX1081
 GX1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1081'AT BECKLEY.
 GX1081'AT BECKLEY, 0.1 MILE SOUTHEAST ALONG COVE STREET FROM THE Y
 GX1081'JUNCTION OF SOUTH OAKWOOD AVENUE (THE STREET IS SPELLED COVA ON
 GX1081'STREET SIGN AND COVE ON CITY MAP), 24 YARDS SOUTH OF THE INTERSECTION
 GX1081'OF WALKER AVENUE, 0.1 MILE NORTH OF RAILWAY STATION BECKLEY
 GX1081'JUNCTION, 21 FEET EAST-SOUTHEAST OF THE CENTER LINE OF COVE
 GX1081'STREET, SET VERTICALLY IN THE WEST-NORTHWEST FACE OF THE
 GX1081'NORTH-NORTHEAST COLUMN OF EAST PIER OF CONCRETE OVERPASS OF
 GX1081'FOUR LANE BY-PASS OR HIGHWAY OVER COVE STREET, AND 2 1/2 FEET
 GX1081'ABOVE THE LEVEL OF THE GROUND.  THIS MARK CAN BE REACHED BY
 GX1081'GOING ABOUT 0.2 MILE SOUTHEAST AND EAST ALONG THE CHESAPEAKE
 GX1081'AND OHIO RAILWAY FROM THE STATION AT MABSCOTT, THENCE ABOUT 0.05
 GX1081'MILE NORTH ALONG COVE STREET.
 GX1081
 GX1081                          STATION RECOVERY (2003)
 GX1081
 GX1081'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GMH)
 GX1081'MARK FOUND IS GOOD CONDITION, HAS BEEN SPRAY-PAINTED OVER BUT STILL
 GX1081'SERVICABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0631 ***********************************************************************
 GX0631  DESIGNATION -  X 87
 GX0631  PID         -  GX0631
 GX0631  STATE/COUNTY-  WV/SUMMERS
 GX0631  USGS QUAD   -  HINTON (1976)
 GX0631
 GX0631                         *CURRENT SURVEY CONTROL
 GX0631  ___________________________________________________________________
 GX0631* NAD 83(1986)-  37 39 05.     (N)    080 56 57.     (W)     SCALED    
 GX0631* NAVD 88     -       685.289  (meters)    2248.32   (feet)  ADJUSTED  
 GX0631  ___________________________________________________________________
 GX0631  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX0631  DYNAMIC HT  -         684.717 (meters)    2246.44  (feet)  COMP
 GX0631  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GX0631
 GX0631  VERT ORDER  -  SECOND    CLASS 0
 GX0631
 GX0631.The horizontal coordinates were scaled from a topographic map and have
 GX0631.an estimated accuracy of +/- 6 seconds.
 GX0631
 GX0631.The orthometric height was determined by differential leveling
 GX0631.and adjusted by the National Geodetic Survey in June 1991..
 GX0631
 GX0631.The geoid height was determined by GEOID03.
 GX0631
 GX0631.The dynamic height is computed by dividing the NAVD 88
 GX0631.geopotential number by the normal gravity value computed on the
 GX0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0631.degrees latitude (g = 980.6199 gals.).
 GX0631
 GX0631.The modeled gravity was interpolated from observed gravity values.
 GX0631
 GX0631;                    North         East    Units  Estimated Accuracy
 GX0631;SPC WV S     -    72,300.      604,490.      MT  (+/- 180 meters Scaled)
 GX0631
 GX0631                          SUPERSEDED SURVEY CONTROL
 GX0631
 GX0631  NGVD 29 (??/??/92)  685.448  (m)         2248.84   (f) ADJ UNCH    2 0
 GX0631
 GX0631.Superseded values are not recommended for survey control.
 GX0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0631.See file dsdata.txt to determine how the superseded data were derived.
 GX0631
 GX0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB044671(NAD 83)
 GX0631_MARKER: DB = BENCH MARK DISK
 GX0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0631_SP_SET: CULVERT
 GX0631_STAMPING: X 87 1960
 GX0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0631
 GX0631  HISTORY     - Date     Condition        Report By
 GX0631  HISTORY     - 1960     MONUMENTED       CGS
 GX0631
 GX0631                          STATION DESCRIPTION
 GX0631
 GX0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX0631'2.4 MI E FROM JUMPING BRANCH.
 GX0631'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 GX0631'AT JUMPING BRANCH, 1.85 MILES EAST OF THE JUMPING BRANCH SCHOOL,
 GX0631'0.85 MILE EAST OF THE TOP OF GRADES, 1.05 MILES EAST OF THE
 GX0631'JUNCTION OF LEATHERWOOD ROAD LEADING SOUTHEAST AT NIMITZ, ON
 GX0631'THE OUTSIDE OF A HAIRPIN CURVE, 23 FEET NORTH OF THE CENTER LINE
 GX0631'OF THE HIGHWAY, IN TOP OF THE WEST END OF THE NORTH HEAD WALL
 GX0631'OF A 2-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, AND ABOUT LEVEL
 GX0631'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0149 ***********************************************************************
 JX0149  DESIGNATION -  X 9
 JX0149  PID         -  JX0149
 JX0149  STATE/COUNTY-  WV/HARRISON
 JX0149  USGS QUAD   -  CLARKSBURG (1976)
 JX0149
 JX0149                         *CURRENT SURVEY CONTROL
 JX0149  ___________________________________________________________________
 JX0149* NAD 83(1986)-  39 17 06.     (N)    080 18 32.     (W)     SCALED    
 JX0149* NAVD 88     -       323.976  (meters)    1062.91   (feet)  ADJUSTED  
 JX0149  ___________________________________________________________________
 JX0149  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JX0149  DYNAMIC HT  -         323.775 (meters)    1062.25  (feet)  COMP
 JX0149  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 JX0149
 JX0149  VERT ORDER  -  SECOND    CLASS 0
 JX0149
 JX0149.The horizontal coordinates were scaled from a topographic map and have
 JX0149.an estimated accuracy of +/- 6 seconds.
 JX0149
 JX0149.The orthometric height was determined by differential leveling
 JX0149.and adjusted by the National Geodetic Survey in June 1991..
 JX0149
 JX0149.The geoid height was determined by GEOID03.
 JX0149
 JX0149.The dynamic height is computed by dividing the NAVD 88
 JX0149.geopotential number by the normal gravity value computed on the
 JX0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0149.degrees latitude (g = 980.6199 gals.).
 JX0149
 JX0149.The modeled gravity was interpolated from observed gravity values.
 JX0149
 JX0149;                    North         East    Units  Estimated Accuracy
 JX0149;SPC WV N     -    87,460.      530,220.      MT  (+/- 180 meters Scaled)
 JX0149
 JX0149                          SUPERSEDED SURVEY CONTROL
 JX0149
 JX0149  NGVD 29 (??/??/92)  324.158  (m)         1063.51   (f) ADJ UNCH    2 0
 JX0149
 JX0149.Superseded values are not recommended for survey control.
 JX0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0149.See file dsdata.txt to determine how the superseded data were derived.
 JX0149
 JX0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND596486(NAD 83)
 JX0149_MARKER: DB = BENCH MARK DISK
 JX0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0149_SP_SET: SIGNAL BASE
 JX0149_STAMPING: X 9 1933
 JX0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0149
 JX0149  HISTORY     - Date     Condition        Report By
 JX0149  HISTORY     - 1933     MONUMENTED       CGS
 JX0149  HISTORY     - 1956     MARK NOT FOUND   NGS
 JX0149
 JX0149                          STATION DESCRIPTION
 JX0149
 JX0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX0149'1.9 MI E FROM CLARKSBURG.
 JX0149'1.9 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0149'STATION AT CLARKSBURG, HARRISON COUNTY, 60 FEET NORTHEAST OF A
 JX0149'ROAD CROSSING, AT THE RUSSELL COAL CO. TIPPLE, 6 YARDS SOUTHEAST
 JX0149'OF THE MAIN TRACK, IN THE TOP OF THE CONCRETE BASE OF AN
 JX0149'ABANDONED BLOCK SIGNAL, AND LEVEL WITH THE TRACK.  A STANDARD
 JX0149'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1256 ***********************************************************************
 JX1256  DESIGNATION -  X 91
 JX1256  PID         -  JX1256
 JX1256  STATE/COUNTY-  WV/WOOD
 JX1256  USGS QUAD   -  ROCKPORT (1975)
 JX1256
 JX1256                         *CURRENT SURVEY CONTROL
 JX1256  ___________________________________________________________________
 JX1256* NAD 83(1986)-  39 05 06.     (N)    081 32 45.     (W)     SCALED    
 JX1256* NAVD 88     -       208.017  (meters)     682.47   (feet)  ADJUSTED  
 JX1256  ___________________________________________________________________
 JX1256  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JX1256  DYNAMIC HT  -         207.886 (meters)     682.04  (feet)  COMP
 JX1256  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 JX1256
 JX1256  VERT ORDER  -  SECOND    CLASS 0
 JX1256
 JX1256.The horizontal coordinates were scaled from a topographic map and have
 JX1256.an estimated accuracy of +/- 6 seconds.
 JX1256
 JX1256.The orthometric height was determined by differential leveling
 JX1256.and adjusted by the National Geodetic Survey in June 1991..
 JX1256
 JX1256.The geoid height was determined by GEOID03.
 JX1256
 JX1256.The dynamic height is computed by dividing the NAVD 88
 JX1256.geopotential number by the normal gravity value computed on the
 JX1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1256.degrees latitude (g = 980.6199 gals.).
 JX1256
 JX1256.The modeled gravity was interpolated from observed gravity values.
 JX1256
 JX1256;                    North         East    Units  Estimated Accuracy
 JX1256;SPC WV N     -    66,960.      423,010.      MT  (+/- 180 meters Scaled)
 JX1256
 JX1256                          SUPERSEDED SURVEY CONTROL
 JX1256
 JX1256  NGVD 29 (??/??/92)  208.208  (m)          683.10   (f) ADJ UNCH    2 0
 JX1256
 JX1256.Superseded values are not recommended for survey control.
 JX1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1256.See file dsdata.txt to determine how the superseded data were derived.
 JX1256
 JX1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD527263(NAD 83)
 JX1256_MARKER: DB = BENCH MARK DISK
 JX1256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1256_SP_SET: CULVERT
 JX1256_STAMPING: X 91 1956
 JX1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1256
 JX1256  HISTORY     - Date     Condition        Report By
 JX1256  HISTORY     - 1956     MONUMENTED       CGS
 JX1256
 JX1256                          STATION DESCRIPTION
 JX1256
 JX1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1256'0.6 MI N FROM ROCKPORT.
 JX1256'0.65 MILE NORTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT
 JX1256'ROCKPORT, ABOUT 0.3 MILE SOUTH OF JUNCTION OF A GRAVEL ROAD EAST,
 JX1256'ABOUT 60 YARDS SOUTH OF SOUTH END OF A LARGE CONCRETE BLOCK
 JX1256'BUILIDNG NOW UNDER CONSTRUCTION, 24 FEET EAST OF CENTER LINE
 JX1256'OF HIGHWAY, 59 FEET SOUTHEAST OF CENTER OF JUNCTION OF A DRIVE
 JX1256'WEST TO MAPLE DALE FARM, IN THE TOP OF THE SOUTH END OF EAST
 JX1256'HEAD WALL OF A 5-FOOT CONCRETE CULVERT UNDER HIGHWAY AND ABOUT
 JX1256'2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2680 ***********************************************************************
 HX2680  DESIGNATION -  X 92
 HX2680  PID         -  HX2680
 HX2680  STATE/COUNTY-  WV/JACKSON
 HX2680  USGS QUAD   -  LIVERPOOL (1975)
 HX2680
 HX2680                         *CURRENT SURVEY CONTROL
 HX2680  ___________________________________________________________________
 HX2680* NAD 83(1986)-  38 54 21.     (N)    081 32 42.     (W)     SCALED    
 HX2680* NAVD 88     -       198.120  (meters)     650.00   (feet)  ADJUSTED  
 HX2680  ___________________________________________________________________
 HX2680  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HX2680  DYNAMIC HT  -         197.991 (meters)     649.58  (feet)  COMP
 HX2680  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 HX2680
 HX2680  VERT ORDER  -  SECOND    CLASS 0
 HX2680
 HX2680.The horizontal coordinates were scaled from a topographic map and have
 HX2680.an estimated accuracy of +/- 6 seconds.
 HX2680
 HX2680.The orthometric height was determined by differential leveling
 HX2680.and adjusted by the National Geodetic Survey in June 1991..
 HX2680
 HX2680.The geoid height was determined by GEOID03.
 HX2680
 HX2680.The dynamic height is computed by dividing the NAVD 88
 HX2680.geopotential number by the normal gravity value computed on the
 HX2680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2680.degrees latitude (g = 980.6199 gals.).
 HX2680
 HX2680.The modeled gravity was interpolated from observed gravity values.
 HX2680
 HX2680;                    North         East    Units  Estimated Accuracy
 HX2680;SPC WV S     -   211,670.      552,730.      MT  (+/- 180 meters Scaled)
 HX2680
 HX2680                          SUPERSEDED SURVEY CONTROL
 HX2680
 HX2680  NGVD 29 (??/??/92)  198.286  (m)          650.54   (f) ADJ UNCH    2 0
 HX2680
 HX2680.Superseded values are not recommended for survey control.
 HX2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2680.See file dsdata.txt to determine how the superseded data were derived.
 HX2680
 HX2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD527064(NAD 83)
 HX2680_MARKER: DB = BENCH MARK DISK
 HX2680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2680_SP_SET: BRIDGE
 HX2680_STAMPING: X 92 1956
 HX2680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2680
 HX2680  HISTORY     - Date     Condition        Report By
 HX2680  HISTORY     - 1956     MONUMENTED       CGS
 HX2680  HISTORY     - 1976     GOOD             NGS
 HX2680
 HX2680                          STATION DESCRIPTION
 HX2680
 HX2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2680'0.1 MI SE FROM LEROY.
 HX2680'AT LEROY, ABOUT 0.1 MILE SOUTHEAST ALONG A GRAVEL ROAD LEADING
 HX2680'TO LIVERPOOL FROM THE JUNCTION OF ROAD LEADING NORTH TO GARFIELD,
 HX2680'IN THE TOP OF WEST END OF NORTH CONCRETE HEAD WALL OF A 12-FOOT
 HX2680'CONCRETE AND STONE BRIDGE OVER RUSH RUN, 11 1/2 FEET NORTH OF
 HX2680'CENTER LINE OF ROAD, 32 FEET WEST OF CENTER LINE OF ROAD NORTH,
 HX2680'AND 3/4 FEET ABOVE LEVEL OF ROAD.
 HX2680
 HX2680                          STATION RECOVERY (1976)
 HX2680
 HX2680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1754 ***********************************************************************
 HX1754  DESIGNATION -  X 93
 HX1754  PID         -  HX1754
 HX1754  STATE/COUNTY-  WV/ROANE
 HX1754  USGS QUAD   -  PENIEL (1957)
 HX1754
 HX1754                         *CURRENT SURVEY CONTROL
 HX1754  ___________________________________________________________________
 HX1754* NAD 83(1986)-  38 45 10.     (N)    081 28 28.     (W)     SCALED    
 HX1754* NAVD 88     -       327.779  (meters)    1075.39   (feet)  ADJUSTED  
 HX1754  ___________________________________________________________________
 HX1754  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HX1754  DYNAMIC HT  -         327.562 (meters)    1074.68  (feet)  COMP
 HX1754  MODELED GRAV-     979,958.0   (mgal)                       NAVD 88
 HX1754
 HX1754  VERT ORDER  -  SECOND    CLASS 0
 HX1754
 HX1754.The horizontal coordinates were scaled from a topographic map and have
 HX1754.an estimated accuracy of +/- 6 seconds.
 HX1754
 HX1754.The orthometric height was determined by differential leveling
 HX1754.and adjusted by the National Geodetic Survey in June 1991..
 HX1754
 HX1754.The geoid height was determined by GEOID03.
 HX1754
 HX1754.The dynamic height is computed by dividing the NAVD 88
 HX1754.geopotential number by the normal gravity value computed on the
 HX1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1754.degrees latitude (g = 980.6199 gals.).
 HX1754
 HX1754.The modeled gravity was interpolated from observed gravity values.
 HX1754
 HX1754;                    North         East    Units  Estimated Accuracy
 HX1754;SPC WV S     -   194,650.      558,760.      MT  (+/- 180 meters Scaled)
 HX1754
 HX1754                          SUPERSEDED SURVEY CONTROL
 HX1754
 HX1754  NGVD 29 (??/??/92)  327.947  (m)         1075.94   (f) ADJ UNCH    2 0
 HX1754
 HX1754.Superseded values are not recommended for survey control.
 HX1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1754.See file dsdata.txt to determine how the superseded data were derived.
 HX1754
 HX1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC587894(NAD 83)
 HX1754_MARKER: DB = BENCH MARK DISK
 HX1754_SETTING: 66 = SET IN ROCK OUTCROP
 HX1754_SP_SET: BANK ROCK
 HX1754_STAMPING: X 93 1956
 HX1754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1754+STABILITY: POSITION/ELEVATION WELL
 HX1754
 HX1754  HISTORY     - Date     Condition        Report By
 HX1754  HISTORY     - 1956     MONUMENTED       CGS
 HX1754
 HX1754                          STATION DESCRIPTION
 HX1754
 HX1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1754'5.4 MI N FROM HARMONY.
 HX1754'ABOUT 5.45 MILES NORTH ALONG A ROAD FOLLOWING COX FORK FROM
 HX1754'CONCRETE BRIDGE OVER COX FORK AT HARMONY, ABOUT 0.15 MILE SOUTH
 HX1754'OF THE JUNCTION OF RIDGE ROAD LEADING EAST AND NORTHWEST, SET
 HX1754'VERTICALLY ABOUT 1 1/2 FEET ABOVE GROUND IN THE 2 1/2-FOOT HIGH
 HX1754'AND 5-FOOT WIDE EXPOSED PART OF ROCK IN A CUT BANK, 14 FEET
 HX1754'SOUTH-SOUTHEAST OF CENTER LINE OF ROAD AND ABOUT 2 1/2 FEET
 HX1754'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1777 ***********************************************************************
 HX1777  DESIGNATION -  X 94
 HX1777  PID         -  HX1777
 HX1777  STATE/COUNTY-  WV/ROANE
 HX1777  USGS QUAD   -  KETTLE (1975)
 HX1777
 HX1777                         *CURRENT SURVEY CONTROL
 HX1777  ___________________________________________________________________
 HX1777* NAD 83(1986)-  38 35 42.     (N)    081 24 10.     (W)     SCALED    
 HX1777* NAVD 88     -       316.788  (meters)    1039.33   (feet)  ADJUSTED  
 HX1777  ___________________________________________________________________
 HX1777  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HX1777  DYNAMIC HT  -         316.568 (meters)    1038.61  (feet)  COMP
 HX1777  MODELED GRAV-     979,922.7   (mgal)                       NAVD 88
 HX1777
 HX1777  VERT ORDER  -  SECOND    CLASS 0
 HX1777
 HX1777.The horizontal coordinates were scaled from a topographic map and have
 HX1777.an estimated accuracy of +/- 6 seconds.
 HX1777
 HX1777.The orthometric height was determined by differential leveling
 HX1777.and adjusted by the National Geodetic Survey in June 1991..
 HX1777
 HX1777.The geoid height was determined by GEOID03.
 HX1777
 HX1777.The dynamic height is computed by dividing the NAVD 88
 HX1777.geopotential number by the normal gravity value computed on the
 HX1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1777.degrees latitude (g = 980.6199 gals.).
 HX1777
 HX1777.The modeled gravity was interpolated from observed gravity values.
 HX1777
 HX1777;                    North         East    Units  Estimated Accuracy
 HX1777;SPC WV S     -   177,110.      564,910.      MT  (+/- 180 meters Scaled)
 HX1777
 HX1777                          SUPERSEDED SURVEY CONTROL
 HX1777
 HX1777  NGVD 29 (??/??/92)  316.952  (m)         1039.87   (f) ADJ UNCH    2 0
 HX1777
 HX1777.Superseded values are not recommended for survey control.
 HX1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1777.See file dsdata.txt to determine how the superseded data were derived.
 HX1777
 HX1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC649719(NAD 83)
 HX1777_MARKER: DB = BENCH MARK DISK
 HX1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1777_STAMPING: X 94 1956
 HX1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1777+STABILITY: SURFACE MOTION
 HX1777
 HX1777  HISTORY     - Date     Condition        Report By
 HX1777  HISTORY     - 1956     MONUMENTED       CGS
 HX1777
 HX1777                          STATION DESCRIPTION
 HX1777
 HX1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1777'1 MI W FROM MT WELCOME.
 HX1777'ABOUT 1.0 MILE WEST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 HX1777'STATE HIGHWAY 14 AND TOP OF HIGHWAY GRADE AT MT. WELCOME, ABOUT
 HX1777'0.45 MILE NORTHEAST OF JUNCTION OF A GRAVEL ROAD SOUTH, ABOUT
 HX1777'49 YARDS WEST OF THE BOTTOM OF GRADES, AT THE EAST END OF A CUT,
 HX1777'20 FEET NORTH OF CENTER LINE OF ROAD AND ON THE OUTSIDE OF A CURVE,
 HX1777'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 HX1777'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1798 ***********************************************************************
 HX1798  DESIGNATION -  X 95
 HX1798  PID         -  HX1798
 HX1798  STATE/COUNTY-  WV/KANAWHA
 HX1798  USGS QUAD   -  KETTLE (1975)
 HX1798
 HX1798                         *CURRENT SURVEY CONTROL
 HX1798  ___________________________________________________________________
 HX1798* NAD 83(1986)-  38 30 30.     (N)    081 28 39.     (W)     SCALED    
 HX1798* NAVD 88     -       206.051  (meters)     676.02   (feet)  ADJUSTED  
 HX1798  ___________________________________________________________________
 HX1798  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 HX1798  DYNAMIC HT  -         205.909 (meters)     675.55  (feet)  COMP
 HX1798  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 HX1798
 HX1798  VERT ORDER  -  SECOND    CLASS 0
 HX1798
 HX1798.The horizontal coordinates were scaled from a topographic map and have
 HX1798.an estimated accuracy of +/- 6 seconds.
 HX1798
 HX1798.The orthometric height was determined by differential leveling
 HX1798.and adjusted by the National Geodetic Survey in June 1991..
 HX1798
 HX1798.The geoid height was determined by GEOID03.
 HX1798
 HX1798.The dynamic height is computed by dividing the NAVD 88
 HX1798.geopotential number by the normal gravity value computed on the
 HX1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1798.degrees latitude (g = 980.6199 gals.).
 HX1798
 HX1798.The modeled gravity was interpolated from observed gravity values.
 HX1798
 HX1798;                    North         East    Units  Estimated Accuracy
 HX1798;SPC WV S     -   167,520.      558,350.      MT  (+/- 180 meters Scaled)
 HX1798
 HX1798                          SUPERSEDED SURVEY CONTROL
 HX1798
 HX1798  NGVD 29 (??/??/92)  206.228  (m)          676.60   (f) ADJ UNCH    2 0
 HX1798
 HX1798.Superseded values are not recommended for survey control.
 HX1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1798.See file dsdata.txt to determine how the superseded data were derived.
 HX1798
 HX1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC583623(NAD 83)
 HX1798_MARKER: DB = BENCH MARK DISK
 HX1798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1798_SP_SET: CULVERT
 HX1798_STAMPING: X 95 1956
 HX1798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1798
 HX1798  HISTORY     - Date     Condition        Report By
 HX1798  HISTORY     - 1956     MONUMENTED       CGS
 HX1798
 HX1798                          STATION DESCRIPTION
 HX1798
 HX1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1798'0.3 MI NE FROM FRAME.
 HX1798'0.3 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX1798'AND STORE AT FRAME, IN THE TOP OF NORTH END OF EAST CONCRETE HEAD
 HX1798'WALL OF A 6-FOOT CONCRETE AND STONE CULVERT FOR A CREEK BRANCH, 15
 HX1798'FEET EAST OF CENTER LINE OF BLACK TOP ROAD AND ABOUT 1/2 FOOT
 HX1798'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2564 ***********************************************************************
 HX2564  DESIGNATION -  X 96
 HX2564  PID         -  HX2564
 HX2564  STATE/COUNTY-  WV/KANAWHA
 HX2564  USGS QUAD   -  ROMANCE (1975)
 HX2564
 HX2564                         *CURRENT SURVEY CONTROL
 HX2564  ___________________________________________________________________
 HX2564* NAD 83(1986)-  38 33 08.     (N)    081 35 38.     (W)     SCALED    
 HX2564* NAVD 88     -       195.585  (meters)     641.68   (feet)  ADJUSTED  
 HX2564  ___________________________________________________________________
 HX2564  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HX2564  DYNAMIC HT  -         195.452 (meters)     641.25  (feet)  COMP
 HX2564  MODELED GRAV-     979,943.7   (mgal)                       NAVD 88
 HX2564
 HX2564  VERT ORDER  -  SECOND    CLASS 0
 HX2564
 HX2564.The horizontal coordinates were scaled from a topographic map and have
 HX2564.an estimated accuracy of +/- 6 seconds.
 HX2564
 HX2564.The orthometric height was determined by differential leveling
 HX2564.and adjusted by the National Geodetic Survey in June 1991..
 HX2564
 HX2564.The geoid height was determined by GEOID03.
 HX2564
 HX2564.The dynamic height is computed by dividing the NAVD 88
 HX2564.geopotential number by the normal gravity value computed on the
 HX2564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2564.degrees latitude (g = 980.6199 gals.).
 HX2564
 HX2564.The modeled gravity was interpolated from observed gravity values.
 HX2564
 HX2564;                    North         East    Units  Estimated Accuracy
 HX2564;SPC WV S     -   172,450.      548,230.      MT  (+/- 180 meters Scaled)
 HX2564
 HX2564                          SUPERSEDED SURVEY CONTROL
 HX2564
 HX2564  NGVD 29 (??/??/92)  195.767  (m)          642.28   (f) ADJ UNCH    2 0
 HX2564
 HX2564.Superseded values are not recommended for survey control.
 HX2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2564.See file dsdata.txt to determine how the superseded data were derived.
 HX2564
 HX2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC482672(NAD 83)
 HX2564_MARKER: DB = BENCH MARK DISK
 HX2564_SETTING: 66 = SET IN ROCK OUTCROP
 HX2564_SP_SET: ROCK OUTCROP
 HX2564_STAMPING: X 96 1956
 HX2564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2564+STABILITY: POSITION/ELEVATION WELL
 HX2564
 HX2564  HISTORY     - Date     Condition        Report By
 HX2564  HISTORY     - 1956     MONUMENTED       CGS
 HX2564
 HX2564                          STATION DESCRIPTION
 HX2564
 HX2564'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2564'4.3 MI NE FROM SISSONVILLE.
 HX2564'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2564'AT SISSONVILLE, THENCE ABOUT 2.9 MILES EAST AND NORTHEAST ALONG
 HX2564'A BLACK TOP ROAD, ABOUT 0.7 MILE WEST OF A STEEL BRIDGE OVER
 HX2564'POCATALICO RIVER, ABOUT 0.25 MILE EAST OF A YELLOW FARM HOUSE
 HX2564'AND JUNCTION OF A ROAD NORTH INTO ROCKY SCHOOL CREEK, ABOUT 55
 HX2564'YARDS WEST OF JUNCTION OF A TRAIL SOUTHWEST, SET VERTICALLY IN THE
 HX2564'3 1/2-FOOT HIGH SOUTH FACE OF A ROCK OUTCROP IN ROAD BANK, 18
 HX2564'FEET NORTH OF CENTER LINE OF ROAD, 109 FEET WEST OF POWER POLE
 HX2564'NO. 46-7804/1102 D 15, 113 FEET WEST-NORTHWEST AND ACROSS ROAD
 HX2564'FROM TELEPHONE POLE NO. 327/87, AND ABOUT 3 1/2 FEET ABOVE LEVEL
 HX2564'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2591 ***********************************************************************
 HX2591  DESIGNATION -  X 97
 HX2591  PID         -  HX2591
 HX2591  STATE/COUNTY-  WV/PUTNAM
 HX2591  USGS QUAD   -  BANCROFT (1975)
 HX2591
 HX2591                         *CURRENT SURVEY CONTROL
 HX2591  ___________________________________________________________________
 HX2591* NAD 83(1986)-  38 30 01.     (N)    081 46 45.     (W)     SCALED    
 HX2591* NAVD 88     -       177.469  (meters)     582.25   (feet)  ADJUSTED  
 HX2591  ___________________________________________________________________
 HX2591  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HX2591  DYNAMIC HT  -         177.347 (meters)     581.85  (feet)  COMP
 HX2591  MODELED GRAV-     979,933.3   (mgal)                       NAVD 88
 HX2591
 HX2591  VERT ORDER  -  SECOND    CLASS 0
 HX2591
 HX2591.The horizontal coordinates were scaled from a topographic map and have
 HX2591.an estimated accuracy of +/- 6 seconds.
 HX2591
 HX2591.The orthometric height was determined by differential leveling
 HX2591.and adjusted by the National Geodetic Survey in June 1991..
 HX2591
 HX2591.The geoid height was determined by GEOID03.
 HX2591
 HX2591.The dynamic height is computed by dividing the NAVD 88
 HX2591.geopotential number by the normal gravity value computed on the
 HX2591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2591.degrees latitude (g = 980.6199 gals.).
 HX2591
 HX2591.The modeled gravity was interpolated from observed gravity values.
 HX2591
 HX2591;                    North         East    Units  Estimated Accuracy
 HX2591;SPC WV S     -   166,800.      532,040.      MT  (+/- 180 meters Scaled)
 HX2591
 HX2591                          SUPERSEDED SURVEY CONTROL
 HX2591
 HX2591  NGVD 29 (??/??/92)  177.665  (m)          582.89   (f) ADJ UNCH    2 0
 HX2591
 HX2591.Superseded values are not recommended for survey control.
 HX2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2591.See file dsdata.txt to determine how the superseded data were derived.
 HX2591
 HX2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC320616(NAD 83)
 HX2591_MARKER: DB = BENCH MARK DISK
 HX2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2591_STAMPING: X 97 1956
 HX2591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2591+STABILITY: SURFACE MOTION
 HX2591
 HX2591  HISTORY     - Date     Condition        Report By
 HX2591  HISTORY     - 1956     MONUMENTED       CGS
 HX2591
 HX2591                          STATION DESCRIPTION
 HX2591
 HX2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2591'3.4 MI NE FROM RAYMOND CITY.
 HX2591'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE BRIDGE
 HX2591'OVER POCATALICO RIVER AT RAYMOND CITY, THENCE ABOUT 3.25 MILES
 HX2591'NORTHEAST ALONG A BLACK TOP AND GRAVEL ROAD, AT LETT CREEK
 HX2591'COMMUNITY CHURCH, 79 FEET NORTHWEST OF CENTER LINE OF ROAD,
 HX2591'6.3 FEET SOUTHWEST OF WEST CORNER OF CINDER BLOCK CHURCH BUILDING,
 HX2591'1.0 FOOT NORTHWEST OF THE EXTENDED NORTHWEST FACE (BACK) OF
 HX2591'CHURCH BUILDING, ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD AND SET
 HX2591'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2519 ***********************************************************************
 HX2519  DESIGNATION -  X 98
 HX2519  PID         -  HX2519
 HX2519  STATE/COUNTY-  WV/JACKSON
 HX2519  USGS QUAD   -  KENTUCK (1975)
 HX2519
 HX2519                         *CURRENT SURVEY CONTROL
 HX2519  ___________________________________________________________________
 HX2519* NAD 83(1986)-  38 39 14.     (N)    081 32 27.     (W)     SCALED    
 HX2519* NAVD 88     -       315.816  (meters)    1036.14   (feet)  ADJUSTED  
 HX2519  ___________________________________________________________________
 HX2519  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HX2519  DYNAMIC HT  -         315.605 (meters)    1035.45  (feet)  COMP
 HX2519  MODELED GRAV-     979,950.4   (mgal)                       NAVD 88
 HX2519
 HX2519  VERT ORDER  -  SECOND    CLASS 0
 HX2519
 HX2519.The horizontal coordinates were scaled from a topographic map and have
 HX2519.an estimated accuracy of +/- 6 seconds.
 HX2519
 HX2519.The orthometric height was determined by differential leveling
 HX2519.and adjusted by the National Geodetic Survey in June 1991..
 HX2519
 HX2519.The geoid height was determined by GEOID03.
 HX2519
 HX2519.The dynamic height is computed by dividing the NAVD 88
 HX2519.geopotential number by the normal gravity value computed on the
 HX2519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2519.degrees latitude (g = 980.6199 gals.).
 HX2519
 HX2519.The modeled gravity was interpolated from observed gravity values.
 HX2519
 HX2519;                    North         East    Units  Estimated Accuracy
 HX2519;SPC WV S     -   183,700.      552,920.      MT  (+/- 180 meters Scaled)
 HX2519
 HX2519                          SUPERSEDED SURVEY CONTROL
 HX2519
 HX2519  NGVD 29 (??/??/92)  315.992  (m)         1036.72   (f) ADJ UNCH    2 0
 HX2519
 HX2519.Superseded values are not recommended for survey control.
 HX2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2519.See file dsdata.txt to determine how the superseded data were derived.
 HX2519
 HX2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC529785(NAD 83)
 HX2519_MARKER: DB = BENCH MARK DISK
 HX2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2519_STAMPING: X 98 1956
 HX2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2519+STABILITY: SURFACE MOTION
 HX2519
 HX2519  HISTORY     - Date     Condition        Report By
 HX2519  HISTORY     - 1956     MONUMENTED       CGS
 HX2519
 HX2519                          STATION DESCRIPTION
 HX2519
 HX2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2519'6.2 MI SW FROM HARMONY.
 HX2519'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 HX2519'OVER COX FORK AT HARMONY, THENCE ABOUT 1.1 MILES NORTHWEST ALONG
 HX2519'A GRAVEL ROAD, THENCE ABOUT 2.45 MILES SOUTHWEST ALONG A ROAD THRU
 HX2519'HIGBY RUN, THENCE ABOUT 0.15 MILE NORTHWEST ALONG A ROAD FOLLOWING
 HX2519'RIDGE, THENCE ABOUT 2.3 MILES SOUTHWEST ALONG A DIRT ROAD, NEAR
 HX2519'THE JACKSON-ROAN COUNTY LINE, 14 1/2 FEET SOUTH-SOUTHWEST OF
 HX2519'CENTER LINE OF ROAD AND ON THE OUTSIDE OF A CURVE, 9 FEET
 HX2519'NORTHWEST OF CENTER LINE OF A TRAIL LEADING SOUTHWEST THROUGH A
 HX2519'GATE, 17 1/2 FEET EAST OF A 45-INCH FORKED RED OAK TREE, 50 FEET
 HX2519'EAST OF NORTHEAST CORNER OF A BARN, 2 FEET SOUTHEAST OF A WHITE
 HX2519'WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD AND
 HX2519'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2548 ***********************************************************************
 HX2548  DESIGNATION -  X 99
 HX2548  PID         -  HX2548
 HX2548  STATE/COUNTY-  WV/PUTNAM
 HX2548  USGS QUAD   -  SISSONVILLE (1958)
 HX2548
 HX2548                         *CURRENT SURVEY CONTROL
 HX2548  ___________________________________________________________________
 HX2548* NAD 83(1986)-  38 35 55.     (N)    081 44 18.     (W)     SCALED    
 HX2548* NAVD 88     -       307.771  (meters)    1009.75   (feet)  ADJUSTED  
 HX2548  ___________________________________________________________________
 HX2548  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HX2548  DYNAMIC HT  -         307.561 (meters)    1009.06  (feet)  COMP
 HX2548  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 HX2548
 HX2548  VERT ORDER  -  SECOND    CLASS 0
 HX2548
 HX2548.The horizontal coordinates were scaled from a topographic map and have
 HX2548.an estimated accuracy of +/- 6 seconds.
 HX2548
 HX2548.The orthometric height was determined by differential leveling
 HX2548.and adjusted by the National Geodetic Survey in June 1991..
 HX2548
 HX2548.The geoid height was determined by GEOID03.
 HX2548
 HX2548.The dynamic height is computed by dividing the NAVD 88
 HX2548.geopotential number by the normal gravity value computed on the
 HX2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2548.degrees latitude (g = 980.6199 gals.).
 HX2548
 HX2548.The modeled gravity was interpolated from observed gravity values.
 HX2548
 HX2548;                    North         East    Units  Estimated Accuracy
 HX2548;SPC WV S     -   177,690.      535,690.      MT  (+/- 180 meters Scaled)
 HX2548
 HX2548                          SUPERSEDED SURVEY CONTROL
 HX2548
 HX2548  NGVD 29 (??/??/92)  307.958  (m)         1010.36   (f) ADJ UNCH    2 0
 HX2548
 HX2548.Superseded values are not recommended for survey control.
 HX2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2548.See file dsdata.txt to determine how the superseded data were derived.
 HX2548
 HX2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC357724(NAD 83)
 HX2548_MARKER: DB = BENCH MARK DISK
 HX2548_SETTING: 66 = SET IN ROCK OUTCROP
 HX2548_SP_SET: ROCK CUT
 HX2548_STAMPING: X 99 1956
 HX2548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2548+STABILITY: POSITION/ELEVATION WELL
 HX2548
 HX2548  HISTORY     - Date     Condition        Report By
 HX2548  HISTORY     - 1956     MONUMENTED       CGS
 HX2548
 HX2548                          STATION DESCRIPTION
 HX2548
 HX2548'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2548'0.9 MI SW FROM LIBERTY.
 HX2548'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 34 FROM THE SCHOOL
 HX2548'AT LIBERTY, ABOUT 0.1 MILE WEST OF THE TOP OF A GRADE, 35 YARDS
 HX2548'NORTHEAST OF TELEPHONE POLE NO. 44/239 1/2, 16 FEET NORTHWEST
 HX2548'OF CENTER LINE OF HIGHWAY, SET VERTICALLY IN THE SOUTHEAST FACE
 HX2548'OF A 3 1/2-FOOT HIGH SOLID ROCK IN A 7-FOOT HIGH ROCKY CUT, AND
 HX2548'ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0263 ***********************************************************************
 JX0263  DESIGNATION -  XXXIII
 JX0263  PID         -  JX0263
 JX0263  STATE/COUNTY-  WV/DODDRIDGE
 JX0263  USGS QUAD   -  SMITHBURG (1976)
 JX0263
 JX0263                         *CURRENT SURVEY CONTROL
 JX0263  ___________________________________________________________________
 JX0263* NAD 83(1986)-  39 17 39.     (N)    080 44 36.     (W)     SCALED    
 JX0263* NAVD 88     -       243.648  (meters)     799.37   (feet)  ADJUSTED  
 JX0263  ___________________________________________________________________
 JX0263  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JX0263  DYNAMIC HT  -         243.498 (meters)     798.88  (feet)  COMP
 JX0263  MODELED GRAV-     980,008.4   (mgal)                       NAVD 88
 JX0263
 JX0263  VERT ORDER  -  FIRST     CLASS II
 JX0263
 JX0263.The horizontal coordinates were scaled from a topographic map and have
 JX0263.an estimated accuracy of +/- 6 seconds.
 JX0263
 JX0263.The orthometric height was determined by differential leveling
 JX0263.and adjusted by the National Geodetic Survey in June 1991..
 JX0263
 JX0263.The geoid height was determined by GEOID03.
 JX0263
 JX0263.The dynamic height is computed by dividing the NAVD 88
 JX0263.geopotential number by the normal gravity value computed on the
 JX0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0263.degrees latitude (g = 980.6199 gals.).
 JX0263
 JX0263.The modeled gravity was interpolated from observed gravity values.
 JX0263
 JX0263;                    North         East    Units  Estimated Accuracy
 JX0263;SPC WV N     -    88,910.      492,750.      MT  (+/- 180 meters Scaled)
 JX0263
 JX0263                          SUPERSEDED SURVEY CONTROL
 JX0263
 JX0263  NGVD 29 (??/??/92)  243.804  (m)          799.88   (f) ADJ UNCH    1 2
 JX0263
 JX0263.Superseded values are not recommended for survey control.
 JX0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0263.See file dsdata.txt to determine how the superseded data were derived.
 JX0263
 JX0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND221494(NAD 83)
 JX0263_MARKER: Q = CHISELED SQUARE
 JX0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0263_SP_SET: BRIDGE
 JX0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0263
 JX0263  HISTORY     - Date     Condition        Report By
 JX0263  HISTORY     - UNK      MONUMENTED       CGS
 JX0263  HISTORY     - 1943     GOOD             NGS
 JX0263  HISTORY     - 1943     GOOD             NGS
 JX0263
 JX0263                          STATION DESCRIPTION
 JX0263
 JX0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0263'0.6 MI NW FROM SMITHBURG.
 JX0263'0.6 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0263'THE STATION AT SMITHBURG, DODDRIDGE COUNTY, AT BRIDGE 21, ON THE
 JX0263'EAST END OF THE NORTH CONCRETE ABUTMENT, AND 15.5 FEET EAST OF THE
 JX0263'CENTERLINE OF THE TRACK.  THE SURFACE WITHIN AN OUTLINED SQUARE.
 JX0263
 JX0263                          STATION RECOVERY (1943)
 JX0263
 JX0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 JX0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0280 ***********************************************************************
 JX0280  DESIGNATION -  XXXIV
 JX0280  PID         -  JX0280
 JX0280  STATE/COUNTY-  WV/RITCHIE
 JX0280  USGS QUAD   -  PENNSBORO (1987)
 JX0280
 JX0280                         *CURRENT SURVEY CONTROL
 JX0280  ___________________________________________________________________
 JX0280* NAD 83(1986)-  39 16 12.     (N)    080 55 18.     (W)     SCALED    
 JX0280* NAVD 88     -       244.446  (meters)     801.99   (feet)  ADJUSTED  
 JX0280  ___________________________________________________________________
 JX0280  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JX0280  DYNAMIC HT  -         244.294 (meters)     801.49  (feet)  COMP
 JX0280  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 JX0280
 JX0280  VERT ORDER  -  FIRST     CLASS II
 JX0280
 JX0280.The horizontal coordinates were scaled from a topographic map and have
 JX0280.an estimated accuracy of +/- 6 seconds.
 JX0280
 JX0280.The orthometric height was determined by differential leveling
 JX0280.and adjusted by the National Geodetic Survey in June 1991..
 JX0280
 JX0280.The geoid height was determined by GEOID03.
 JX0280
 JX0280.The dynamic height is computed by dividing the NAVD 88
 JX0280.geopotential number by the normal gravity value computed on the
 JX0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0280.degrees latitude (g = 980.6199 gals.).
 JX0280
 JX0280.The modeled gravity was interpolated from observed gravity values.
 JX0280
 JX0280;                    North         East    Units  Estimated Accuracy
 JX0280;SPC WV N     -    86,450.      477,330.      MT  (+/- 180 meters Scaled)
 JX0280
 JX0280                          SUPERSEDED SURVEY CONTROL
 JX0280
 JX0280  NGVD 29 (??/??/92)  244.623  (m)          802.57   (f) ADJ UNCH    1 2
 JX0280
 JX0280.Superseded values are not recommended for survey control.
 JX0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0280.See file dsdata.txt to determine how the superseded data were derived.
 JX0280
 JX0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND067467(NAD 83)
 JX0280_MARKER: Q = CHISELED SQUARE
 JX0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0280_SP_SET: BRIDGE
 JX0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0280
 JX0280  HISTORY     - Date     Condition        Report By
 JX0280  HISTORY     - UNK      MONUMENTED       CGS
 JX0280  HISTORY     - 1943     GOOD             NGS
 JX0280  HISTORY     - 1943     GOOD             NGS
 JX0280
 JX0280                          STATION DESCRIPTION
 JX0280
 JX0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0280'2.9 MI E FROM PENNSBORO.
 JX0280'2.9 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0280'STATION AT PENNSBORO, RITCHIE COUNTY, AT BRIDGE 26, ON THE TOP
 JX0280'OF THE SOUTH END OF THE EAST ABUTMENT, 10 FEET SOUTH OF THE
 JX0280'CENTERLINE OF THE TRACK, AND 4 FEET LOWER THAN THE TRACK.  THE
 JX0280'SURFACE WITHIN A 3/4-INCH CHISELED SQUARE, NEAR THE LETTERS
 JX0280'B M.
 JX0280
 JX0280                          STATION RECOVERY (1943)
 JX0280
 JX0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 JX0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0942 ***********************************************************************
 JX0942  DESIGNATION -  XXXV
 JX0942  PID         -  JX0942
 JX0942  STATE/COUNTY-  WV/RITCHIE
 JX0942  USGS QUAD   -  HARRISVILLE (1975)
 JX0942
 JX0942                         *CURRENT SURVEY CONTROL
 JX0942  ___________________________________________________________________
 JX0942* NAD 83(1986)-  39 13 49.     (N)    081 06 56.     (W)     SCALED    
 JX0942* NAVD 88     -       211.261  (meters)     693.11   (feet)  ADJUSTED  
 JX0942  ___________________________________________________________________
 JX0942  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JX0942  DYNAMIC HT  -         211.130 (meters)     692.68  (feet)  COMP
 JX0942  MODELED GRAV-     980,000.7   (mgal)                       NAVD 88
 JX0942
 JX0942  VERT ORDER  -  FIRST     CLASS II
 JX0942
 JX0942.The horizontal coordinates were scaled from a topographic map and have
 JX0942.an estimated accuracy of +/- 6 seconds.
 JX0942
 JX0942.The orthometric height was determined by differential leveling
 JX0942.and adjusted by the National Geodetic Survey in June 1991..
 JX0942
 JX0942.The geoid height was determined by GEOID03.
 JX0942
 JX0942.The dynamic height is computed by dividing the NAVD 88
 JX0942.geopotential number by the normal gravity value computed on the
 JX0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0942.degrees latitude (g = 980.6199 gals.).
 JX0942
 JX0942.The modeled gravity was interpolated from observed gravity values.
 JX0942
 JX0942;                    North         East    Units  Estimated Accuracy
 JX0942;SPC WV N     -    82,330.      460,520.      MT  (+/- 180 meters Scaled)
 JX0942
 JX0942                          SUPERSEDED SURVEY CONTROL
 JX0942
 JX0942  NGVD 29 (??/??/92)  211.439  (m)          693.70   (f) ADJ UNCH    1 2
 JX0942
 JX0942.Superseded values are not recommended for survey control.
 JX0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0942.See file dsdata.txt to determine how the superseded data were derived.
 JX0942
 JX0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD900423(NAD 83)
 JX0942_MARKER: DB = BENCH MARK DISK
 JX0942_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0942_SP_SET: BRIDGE
 JX0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0942
 JX0942  HISTORY     - Date     Condition        Report By
 JX0942  HISTORY     - UNK      MONUMENTED       CGS
 JX0942  HISTORY     - 1943     GOOD             NGS
 JX0942
 JX0942                          STATION DESCRIPTION
 JX0942
 JX0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0942'0.2 MI NE FROM CORNWALLIS.
 JX0942'ABOUT 1/4 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0942'FROM THE STATION AT CORNWALLIS, RITCHIE COUNTY, ABOUT 200 FEET
 JX0942'SOUTHEAST OF TUNNEL 13, AT BRIDGE 31 OVER BONDS CREEK, ON THE
 JX0942'TOP OF THE NORTHEAST ABUTMENT, AND 9.5 FEET SOUTHEAST OF THE
 JX0942'CENTERLINE OF THE TRACK.  THE SURFACE WITHIN AN OUTLINED SQUARE
 JX0942'LETTERED B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0946 ***********************************************************************
 JX0946  DESIGNATION -  XXXVI
 JX0946  PID         -  JX0946
 JX0946  STATE/COUNTY-  WV/RITCHIE
 JX0946  USGS QUAD   -  CAIRO (1986)
 JX0946
 JX0946                         *CURRENT SURVEY CONTROL
 JX0946  ___________________________________________________________________
 JX0946* NAD 83(1986)-  39 12 57.     (N)    081 08 43.     (W)     SCALED    
 JX0946* NAVD 88     -       208.800  (meters)     685.04   (feet)  ADJUSTED  
 JX0946  ___________________________________________________________________
 JX0946  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JX0946  DYNAMIC HT  -         208.670 (meters)     684.61  (feet)  COMP
 JX0946  MODELED GRAV-     980,004.0   (mgal)                       NAVD 88
 JX0946
 JX0946  VERT ORDER  -  FIRST     CLASS II
 JX0946
 JX0946.The horizontal coordinates were scaled from a topographic map and have
 JX0946.an estimated accuracy of +/- 6 seconds.
 JX0946
 JX0946.The orthometric height was determined by differential leveling
 JX0946.and adjusted by the National Geodetic Survey in June 1991..
 JX0946
 JX0946.The geoid height was determined by GEOID03.
 JX0946
 JX0946.The dynamic height is computed by dividing the NAVD 88
 JX0946.geopotential number by the normal gravity value computed on the
 JX0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0946.degrees latitude (g = 980.6199 gals.).
 JX0946
 JX0946.The modeled gravity was interpolated from observed gravity values.
 JX0946
 JX0946;                    North         East    Units  Estimated Accuracy
 JX0946;SPC WV N     -    80,770.      457,920.      MT  (+/- 180 meters Scaled)
 JX0946
 JX0946                          SUPERSEDED SURVEY CONTROL
 JX0946
 JX0946  NGVD 29 (??/??/92)  208.980  (m)          685.63   (f) ADJ UNCH    1 2
 JX0946
 JX0946.Superseded values are not recommended for survey control.
 JX0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0946.See file dsdata.txt to determine how the superseded data were derived.
 JX0946
 JX0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD874407(NAD 83)
 JX0946_MARKER: DB = BENCH MARK DISK
 JX0946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0946_SP_SET: BRIDGE
 JX0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0946
 JX0946  HISTORY     - Date     Condition        Report By
 JX0946  HISTORY     - UNK      MONUMENTED       CGS
 JX0946  HISTORY     - 1943     GOOD             NGS
 JX0946
 JX0946                          STATION DESCRIPTION
 JX0946
 JX0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX0946'0.8 MI NE FROM CAIRO.
 JX0946'0.8 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0946'THE STATION AT CAIRO, RITCHIE COUNTY, ABOUT 400 FEET NORTHEAST
 JX0946'OF TUNNEL 18, AT BRIDGE 35, ON THE TOP OF THE SOUTHEAST END OF THE
 JX0946'NORTHEAST ABUTMENT, 12 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JX0946'TRACK, 4-1/2 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE ABUTMENT,
 JX0946'AND 8 INCHES NORTHEAST OF THE SOUTHWEST EDGE.  THE SURFACE WITHIN
 JX0946'AN OUTLINE SQUARE, LETTERED BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0850 ***********************************************************************
 JW0850  DESIGNATION -  Y 1
 JW0850  PID         -  JW0850
 JW0850  STATE/COUNTY-  WV/BARBOUR
 JW0850  USGS QUAD   -  NESTORVILLE (1976)
 JW0850
 JW0850                         *CURRENT SURVEY CONTROL
 JW0850  ___________________________________________________________________
 JW0850* NAD 83(1986)-  39 12 18.     (N)    079 57 43.     (W)     SCALED    
 JW0850* NAVD 88     -       364.335  (meters)    1195.32   (feet)  ADJUSTED  
 JW0850  ___________________________________________________________________
 JW0850  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JW0850  DYNAMIC HT  -         364.096 (meters)    1194.54  (feet)  COMP
 JW0850  MODELED GRAV-     979,960.2   (mgal)                       NAVD 88
 JW0850
 JW0850  VERT ORDER  -  FIRST     CLASS II
 JW0850
 JW0850.The horizontal coordinates were scaled from a topographic map and have
 JW0850.an estimated accuracy of +/- 6 seconds.
 JW0850
 JW0850.The orthometric height was determined by differential leveling
 JW0850.and adjusted by the National Geodetic Survey in June 1991..
 JW0850
 JW0850.The geoid height was determined by GEOID03.
 JW0850
 JW0850.The dynamic height is computed by dividing the NAVD 88
 JW0850.geopotential number by the normal gravity value computed on the
 JW0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0850.degrees latitude (g = 980.6199 gals.).
 JW0850
 JW0850.The modeled gravity was interpolated from observed gravity values.
 JW0850
 JW0850;                    North         East    Units  Estimated Accuracy
 JW0850;SPC WV N     -    78,370.      560,100.      MT  (+/- 180 meters Scaled)
 JW0850
 JW0850                          SUPERSEDED SURVEY CONTROL
 JW0850
 JW0850  NGVD 29 (??/??/92)  364.519  (m)         1195.93   (f) ADJ UNCH    1 2
 JW0850
 JW0850.Superseded values are not recommended for survey control.
 JW0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0850.See file dsdata.txt to determine how the superseded data were derived.
 JW0850
 JW0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND896400(NAD 83)
 JW0850_MARKER: DB = BENCH MARK DISK
 JW0850_SETTING: 80 = SET IN A BOULDER
 JW0850_SP_SET: BOULDER
 JW0850_STAMPING: Y 1 1933
 JW0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0850+STABILITY: SURFACE MOTION
 JW0850
 JW0850  HISTORY     - Date     Condition        Report By
 JW0850  HISTORY     - 1933     MONUMENTED       CGS
 JW0850
 JW0850                          STATION DESCRIPTION
 JW0850
 JW0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JW0850'2.5 MI E FROM ARDEN.
 JW0850'2.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0850'STATION AT ARDEN, BARBOUR COUNTY, ABOUT 0.2 MILE NORTH OF MILEPOST
 JW0850'G 15, ABOUT 5 YARDS SOUTHEAST OF THE CENTER LINE OF THE TRACK, IN
 JW0850'THE TOP OF THE NORTH END OF AN EMBEDDED BOULDER, AND 1/2 FOOT
 JW0850'HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED Y 1 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1506 ***********************************************************************
 HX1506  DESIGNATION -  Y 10
 HX1506  PID         -  HX1506
 HX1506  STATE/COUNTY-  WV/BRAXTON
 HX1506  USGS QUAD   -  SUTTON (1976)
 HX1506
 HX1506                         *CURRENT SURVEY CONTROL
 HX1506  ___________________________________________________________________
 HX1506* NAD 83(1986)-  38 43 05.     (N)    080 39 24.     (W)     SCALED    
 HX1506* NAVD 88     -       346.543  (meters)    1136.95   (feet)  ADJUSTED  
 HX1506  ___________________________________________________________________
 HX1506  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HX1506  DYNAMIC HT  -         346.309 (meters)    1136.18  (feet)  COMP
 HX1506  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 HX1506
 HX1506  VERT ORDER  -  SECOND    CLASS 0
 HX1506
 HX1506.The horizontal coordinates were scaled from a topographic map and have
 HX1506.an estimated accuracy of +/- 6 seconds.
 HX1506
 HX1506.The orthometric height was determined by differential leveling
 HX1506.and adjusted by the National Geodetic Survey in June 1991..
 HX1506
 HX1506.The geoid height was determined by GEOID03.
 HX1506
 HX1506.The dynamic height is computed by dividing the NAVD 88
 HX1506.geopotential number by the normal gravity value computed on the
 HX1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1506.degrees latitude (g = 980.6199 gals.).
 HX1506
 HX1506.The modeled gravity was interpolated from observed gravity values.
 HX1506
 HX1506;                    North         East    Units  Estimated Accuracy
 HX1506;SPC WV S     -   190,750.      629,860.      MT  (+/- 180 meters Scaled)
 HX1506
 HX1506                          SUPERSEDED SURVEY CONTROL
 HX1506
 HX1506  NGVD 29 (??/??/92)  346.730  (m)         1137.56   (f) ADJ UNCH    2 0
 HX1506
 HX1506.Superseded values are not recommended for survey control.
 HX1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1506.See file dsdata.txt to determine how the superseded data were derived.
 HX1506
 HX1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC298855(NAD 83)
 HX1506_MARKER: DB = BENCH MARK DISK
 HX1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1506_STAMPING: Y 10 1933
 HX1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1506+STABILITY: SURFACE MOTION
 HX1506
 HX1506  HISTORY     - Date     Condition        Report By
 HX1506  HISTORY     - 1933     MONUMENTED       CGS
 HX1506  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1506  HISTORY     - 1965     MARK NOT FOUND   NGS
 HX1506
 HX1506                          STATION DESCRIPTION
 HX1506
 HX1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1506'AT FLATWOODS.
 HX1506'AT FLATWOODS, BRAXTON COUNTY, 62 YARDS NORTHEAST OF THE NORTHEAST
 HX1506'CORNER OF THE BALTIMORE AND OHIO RAILROAD STATION 15 RAILS SOUTH
 HX1506'OF MILEPOST C 63, 15 FEET SOUTH OF THE RAILROAD PRIVY, 18 YARDS
 HX1506'EAST OF THE CENTERLINE OF THE MAIN TRACK, 4 FEET SOUTH OF A POLE,
 HX1506'AND 3 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A
 HX1506'CONCRETE POST.
 HX1506
 HX1506                          STATION RECOVERY (1965)
 HX1506
 HX1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HX1506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1246 ***********************************************************************
 JX1246  DESIGNATION -  Y 100
 JX1246  PID         -  JX1246
 JX1246  STATE/COUNTY-  WV/WOOD
 JX1246  USGS QUAD   -  SOUTH PARKERSBURG (1988)
 JX1246
 JX1246                         *CURRENT SURVEY CONTROL
 JX1246  ___________________________________________________________________
 JX1246* NAD 83(1986)-  39 09 50.     (N)    081 37 00.     (W)     SCALED    
 JX1246* NAVD 88     -       294.463  (meters)     966.08   (feet)  ADJUSTED  
 JX1246  ___________________________________________________________________
 JX1246  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX1246  DYNAMIC HT  -         294.279 (meters)     965.48  (feet)  COMP
 JX1246  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 JX1246
 JX1246  VERT ORDER  -  SECOND    CLASS 0
 JX1246
 JX1246.The horizontal coordinates were scaled from a topographic map and have
 JX1246.an estimated accuracy of +/- 6 seconds.
 JX1246
 JX1246.The orthometric height was determined by differential leveling
 JX1246.and adjusted by the National Geodetic Survey in June 1991..
 JX1246
 JX1246.The geoid height was determined by GEOID03.
 JX1246
 JX1246.The dynamic height is computed by dividing the NAVD 88
 JX1246.geopotential number by the normal gravity value computed on the
 JX1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1246.degrees latitude (g = 980.6199 gals.).
 JX1246
 JX1246.The modeled gravity was interpolated from observed gravity values.
 JX1246
 JX1246;                    North         East    Units  Estimated Accuracy
 JX1246;SPC WV N     -    75,860.      417,090.      MT  (+/- 180 meters Scaled)
 JX1246
 JX1246                          SUPERSEDED SURVEY CONTROL
 JX1246
 JX1246  NGVD 29 (??/??/92)  294.642  (m)          966.67   (f) ADJ UNCH    2 0
 JX1246
 JX1246.Superseded values are not recommended for survey control.
 JX1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1246.See file dsdata.txt to determine how the superseded data were derived.
 JX1246
 JX1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD467351(NAD 83)
 JX1246_MARKER: DB = BENCH MARK DISK
 JX1246_SETTING: 66 = SET IN ROCK OUTCROP
 JX1246_SP_SET: ROCK LEDGE
 JX1246_STAMPING: Y 100 1956
 JX1246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1246+STABILITY: POSITION/ELEVATION WELL
 JX1246
 JX1246  HISTORY     - Date     Condition        Report By
 JX1246  HISTORY     - 1956     MONUMENTED       CGS
 JX1246
 JX1246                          STATION DESCRIPTION
 JX1246
 JX1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1246'1.9 MI NE FROM WADEVILLE.
 JX1246'0.25 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER NORTH
 JX1246'FORK OF LEE CREEK AT WADEVILLE, THENCE ABOUT 1.65 MILE NORTHEAST
 JX1246'ALONG A DIRT ROAD, ABOUT 0.4 MILE SOUTH OF JUNCTION OF A GRAVEL
 JX1246'ROAD, ABOUT 0.2 MILE SOUTH OF JUNCTION OF A DIM ROAD SOUTHWEST,
 JX1246'IN THE TOP OF AN OUTROPPING ROCK LEDGE ABOUT FLUSH WITH GROUND
 JX1246'(EXPOSED SURFACE ABOUT 2 BY 4 FEET), 25 FEET EAST-NORTHEAST OF
 JX1246'CENTER LINE OF ROAD, 96 FEET SOUTH-SOUTHWEST OF A POWER POLE, 29
 JX1246'FEET SOUTHEAST OF A TRIANGULAR BLAZED 14-INCH OAK TREE WHICH IS
 JX1246'IN FENCE LINE, 17 FEET NORTHEAST OF A TRIANGULAR BLAZED 12-INCH
 JX1246'OAK TREE WHICH IS IN FENCE LINE, 16 1/2 FEET EAST-NORTHEAST OF
 JX1246'FENCE LINE, AND ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1281 ***********************************************************************
 JX1281  DESIGNATION -  Y 101
 JX1281  PID         -  JX1281
 JX1281  STATE/COUNTY-  WV/JACKSON
 JX1281  USGS QUAD   -  POND CREEK (1994)
 JX1281
 JX1281                         *CURRENT SURVEY CONTROL
 JX1281  ___________________________________________________________________
 JX1281* NAD 83(1986)-  39 01 28.     (N)    081 40 47.     (W)     SCALED    
 JX1281* NAVD 88     -       234.842  (meters)     770.48   (feet)  ADJUSTED  
 JX1281  ___________________________________________________________________
 JX1281  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JX1281  DYNAMIC HT  -         234.692 (meters)     769.99  (feet)  COMP
 JX1281  MODELED GRAV-     979,985.6   (mgal)                       NAVD 88
 JX1281
 JX1281  VERT ORDER  -  SECOND    CLASS 0
 JX1281
 JX1281.The horizontal coordinates were scaled from a topographic map and have
 JX1281.an estimated accuracy of +/- 6 seconds.
 JX1281
 JX1281.The orthometric height was determined by differential leveling
 JX1281.and adjusted by the National Geodetic Survey in June 1991..
 JX1281
 JX1281.The geoid height was determined by GEOID03.
 JX1281
 JX1281.The dynamic height is computed by dividing the NAVD 88
 JX1281.geopotential number by the normal gravity value computed on the
 JX1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1281.degrees latitude (g = 980.6199 gals.).
 JX1281
 JX1281.The modeled gravity was interpolated from observed gravity values.
 JX1281
 JX1281;                    North         East    Units  Estimated Accuracy
 JX1281;SPC WV S     -   224,920.      541,140.      MT  (+/- 180 meters Scaled)
 JX1281
 JX1281                          SUPERSEDED SURVEY CONTROL
 JX1281
 JX1281  NGVD 29 (??/??/92)  235.012  (m)          771.04   (f) ADJ UNCH    2 0
 JX1281
 JX1281.Superseded values are not recommended for survey control.
 JX1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1281.See file dsdata.txt to determine how the superseded data were derived.
 JX1281
 JX1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD411197(NAD 83)
 JX1281_MARKER: DB = BENCH MARK DISK
 JX1281_SETTING: 80 = SET IN A BOULDER
 JX1281_SP_SET: BOULDER
 JX1281_STAMPING: Y 101 1956
 JX1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1281+STABILITY: SURFACE MOTION
 JX1281
 JX1281  HISTORY     - Date     Condition        Report By
 JX1281  HISTORY     - 1956     MONUMENTED       CGS
 JX1281
 JX1281                          STATION DESCRIPTION
 JX1281
 JX1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1281'12 MI SE FROM BELLEVILLE.
 JX1281'2.9 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE BALTIMORE AND
 JX1281'OHIO RAILROAD STATION AT BELLEVILLE TO A POINT 0.7 MILE
 JX1281'SOUTH OF BRIDGE OVER POND CREEK, THENCE ABOUT 0.8 MILE SOUTHEAST
 JX1281'ALONG A DIRT ROAD, THENCE ABOUT 0.1 MILE NORTHEAST AND ABOUT
 JX1281'2.15 MILES SOUTHEAST AND EAST ALONG DIRT ROADS, THENCE ABOUT
 JX1281'0.45 MILE NORTH ALONG A GRAVEL ROAD FOLLOWING LITTLE POND
 JX1281'CREEK, THENCE ABOUT 4.75 MILES SOUTHEAST ALONG A GRAVEL ROAD
 JX1281'FOLLOWING RIDGE BETWEEN LITTLE POND CREEK AND CABIN FORK, THENCE
 JX1281'ABOUT 0.85 MILE SOUTH AND SOUTHWEST AND DOWNHILL ALONG A DIRT
 JX1281'ROAD, THENCE ABOUT 0.05 MILE SOUTH ALONG AN OVERGROWN
 JX1281'ABANDONED DIRT ROAD, 103 YARDS SOUTH OF A SHARP CURVE IN DIRT
 JX1281'ROAD WITH TANGENT EXTENDING WEST AND SHARP DOWNHILL AND NORTH
 JX1281'AND UPHILL, SET IN THE TOP OF AN EMBEDDED SANDSTONE BOULDER
 JX1281'WITH 7 BY 5-FOOT EXPOSED SURFACE, 16 FEET WEST OF CENTER LINE OF
 JX1281'ABANDONED ROAD, 46 FEET EAST OF SOUTHEAST CORNER OF EAST WING
 JX1281'OF A WHITE FRAME HOUSE, 40 FEET SOUTH-SOUTHWEST OF A FENCE
 JX1281'CORNER, 8 1/2 FEET WEST OF A FENCE LINE, 27 FEET SOUTH-SOUTHWEST
 JX1281'AND ACROSS ROAD FROM A 24-INCH OAK TREE WITH AN ENLARGED BASE
 JX1281'WHICH IS GROWING OUT OF CUT BANK AND ABOUT 1 1/2 FEET BELOW
 JX1281'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2660 ***********************************************************************
 HX2660  DESIGNATION -  Y 102
 HX2660  PID         -  HX2660
 HX2660  STATE/COUNTY-  WV/JACKSON
 HX2660  USGS QUAD   -  SANDYVILLE (1988)
 HX2660
 HX2660                         *CURRENT SURVEY CONTROL
 HX2660  ___________________________________________________________________
 HX2660* NAD 83(1986)-  38 59 28.     (N)    081 40 09.     (W)     SCALED    
 HX2660* NAVD 88     -       206.942  (meters)     678.94   (feet)  ADJUSTED  
 HX2660  ___________________________________________________________________
 HX2660  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 HX2660  DYNAMIC HT  -         206.809 (meters)     678.51  (feet)  COMP
 HX2660  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 HX2660
 HX2660  VERT ORDER  -  SECOND    CLASS 0
 HX2660
 HX2660.The horizontal coordinates were scaled from a topographic map and have
 HX2660.an estimated accuracy of +/- 6 seconds.
 HX2660
 HX2660.The orthometric height was determined by differential leveling
 HX2660.and adjusted by the National Geodetic Survey in June 1991..
 HX2660
 HX2660.The geoid height was determined by GEOID03.
 HX2660
 HX2660.The dynamic height is computed by dividing the NAVD 88
 HX2660.geopotential number by the normal gravity value computed on the
 HX2660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2660.degrees latitude (g = 980.6199 gals.).
 HX2660
 HX2660.The modeled gravity was interpolated from observed gravity values.
 HX2660
 HX2660;                    North         East    Units  Estimated Accuracy
 HX2660;SPC WV S     -   221,210.      542,020.      MT  (+/- 180 meters Scaled)
 HX2660
 HX2660                          SUPERSEDED SURVEY CONTROL
 HX2660
 HX2660  NGVD 29 (??/??/92)  207.11   (m)          679.5    (f) COMPUTED    2 0
 HX2660
 HX2660.Superseded values are not recommended for survey control.
 HX2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2660.See file dsdata.txt to determine how the superseded data were derived.
 HX2660
 HX2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD420160(NAD 83)
 HX2660_MARKER: DB = BENCH MARK DISK
 HX2660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2660_SP_SET: BRIDGE
 HX2660_STAMPING: Y 102 1956
 HX2660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2660
 HX2660  HISTORY     - Date     Condition        Report By
 HX2660  HISTORY     - 1956     MONUMENTED       CGS
 HX2660  HISTORY     - 1984     MARK NOT FOUND   NGS
 HX2660
 HX2660                          STATION DESCRIPTION
 HX2660
 HX2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2660'0.4 MI SW FROM CUBA.
 HX2660'AT CUBA, ABOUT 0.35 MILE SOUTHWEST ALONG A GRAVEL ROAD LEADING
 HX2660'TO SHERMAN FROM THE SCHOOL, AT THE JUNCTION OF A ROAD EAST, IN
 HX2660'THE TOP OF THE WEST END OF NORTH CONCRETE HEAD WALL OF AN 18-FOOT
 HX2660'CONCRETE BRIDGE OVER LITTLE SANDY CREEK, (BRIDGE ON ROAD EAST),
 HX2660'8 1/2 FEET NORTH OF CENTER LINE OF ROAD EAST, 62 FEET EAST OF
 HX2660'CENTER OF JUNCTION OF ROADS AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD
 HX2660'EAST.
 HX2660
 HX2660                          STATION RECOVERY (1984)
 HX2660
 HX2660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2661 ***********************************************************************
 HX2661  DESIGNATION -  Y 102 RESET 1965
 HX2661  PID         -  HX2661
 HX2661  STATE/COUNTY-  WV/JACKSON
 HX2661  USGS QUAD   -  SANDYVILLE (1988)
 HX2661
 HX2661                         *CURRENT SURVEY CONTROL
 HX2661  ___________________________________________________________________
 HX2661* NAD 83(1986)-  38 59 28.     (N)    081 40 09.     (W)     SCALED    
 HX2661* NAVD 88     -       210.90   (meters)     691.9    (feet)  RESET     
 HX2661  ___________________________________________________________________
 HX2661  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 HX2661
 HX2661  VERT ORDER  -  THIRD
 HX2661
 HX2661.The horizontal coordinates were scaled from a topographic map and have
 HX2661.an estimated accuracy of +/- 6 seconds.
 HX2661
 HX2661.The orthometric height was computed from unverified reset data.
 HX2661.No vertical observational check was made to the station.
 HX2661
 HX2661.The geoid height was determined by GEOID03.
 HX2661
 HX2661;                    North         East    Units  Estimated Accuracy
 HX2661;SPC WV S     -   221,210.      542,020.      MT  (+/- 180 meters Scaled)
 HX2661
 HX2661                          SUPERSEDED SURVEY CONTROL
 HX2661
 HX2661  NGVD 29 (??/??/??)  211.07   (m)          692.5    (f) RESET       3  
 HX2661
 HX2661.Superseded values are not recommended for survey control.
 HX2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2661.See file dsdata.txt to determine how the superseded data were derived.
 HX2661
 HX2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD420160(NAD 83)
 HX2661_MARKER: DB = BENCH MARK DISK
 HX2661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2661_SP_SET: CULVERT
 HX2661_STAMPING: Y 102 RESET 1965
 HX2661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2661
 HX2661  HISTORY     - Date     Condition        Report By
 HX2661  HISTORY     - 1965     MONUMENTED       WVHD
 HX2661
 HX2661                          STATION DESCRIPTION
 HX2661
 HX2661'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1965
 HX2661'AT CUBA.
 HX2661'AT CUBA, 800 FEET ALONG SECONDARY 8 FROM THE INTERSECTION OF
 HX2661'SECONDARY ROUTE 10 AND 8, ON NORTH HEADWALL OF 6 FT X 4 IN STONE
 HX2661'AND CONCRETE BOX CULVERT 11.5 NORTH OF CENTERLINE OF SECONDARY
 HX2661'ROUTE 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2461 ***********************************************************************
 HX2461  DESIGNATION -  Y 103
 HX2461  PID         -  HX2461
 HX2461  STATE/COUNTY-  WV/JACKSON
 HX2461  USGS QUAD   -  RIPLEY (1975)
 HX2461
 HX2461                         *CURRENT SURVEY CONTROL
 HX2461  ___________________________________________________________________
 HX2461* NAD 83(1986)-  38 49 01.     (N)    081 41 43.     (W)     SCALED    
 HX2461* NAVD 88     -       231.347  (meters)     759.01   (feet)  ADJUSTED  
 HX2461  ___________________________________________________________________
 HX2461  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HX2461  DYNAMIC HT  -         231.196 (meters)     758.52  (feet)  COMP
 HX2461  MODELED GRAV-     979,969.0   (mgal)                       NAVD 88
 HX2461
 HX2461  VERT ORDER  -  SECOND    CLASS 0
 HX2461
 HX2461.The horizontal coordinates were scaled from a topographic map and have
 HX2461.an estimated accuracy of +/- 6 seconds.
 HX2461
 HX2461.The orthometric height was determined by differential leveling
 HX2461.and adjusted by the National Geodetic Survey in June 1991..
 HX2461
 HX2461.The geoid height was determined by GEOID03.
 HX2461
 HX2461.The dynamic height is computed by dividing the NAVD 88
 HX2461.geopotential number by the normal gravity value computed on the
 HX2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2461.degrees latitude (g = 980.6199 gals.).
 HX2461
 HX2461.The modeled gravity was interpolated from observed gravity values.
 HX2461
 HX2461;                    North         East    Units  Estimated Accuracy
 HX2461;SPC WV S     -   201,890.      539,620.      MT  (+/- 180 meters Scaled)
 HX2461
 HX2461                          SUPERSEDED SURVEY CONTROL
 HX2461
 HX2461  NGVD 29 (??/??/92)  231.521  (m)          759.58   (f) ADJ UNCH    2 0
 HX2461
 HX2461.Superseded values are not recommended for survey control.
 HX2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2461.See file dsdata.txt to determine how the superseded data were derived.
 HX2461
 HX2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC396966(NAD 83)
 HX2461_MARKER: DB = BENCH MARK DISK
 HX2461_SETTING: 66 = SET IN ROCK OUTCROP
 HX2461_SP_SET: ROCK CUT
 HX2461_STAMPING: Y 103 1956
 HX2461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2461+STABILITY: POSITION/ELEVATION WELL
 HX2461
 HX2461  HISTORY     - Date     Condition        Report By
 HX2461  HISTORY     - 1956     MONUMENTED       CGS
 HX2461
 HX2461                          STATION DESCRIPTION
 HX2461
 HX2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2461'1 MI E FROM RIPLEY.
 HX2461'ABOUT 0.95 MILE EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX2461'AT RIPLEY, SET VERTICALLY IN FACE OF A ROCK CUT, 147 FEET SOUTH
 HX2461'AND ACROSS A PRIVATE ROAD SOUTHWEST FROM CENTER LINE OF HIGHWAY,
 HX2461'9 FEET SOUTHEAST OF CENTER LINE OF PRIVATE ROAD LEADING SOUTHWEST
 HX2461'TO A BRICK HOUSE WHICH IS LOCATED ON POINT OF A RIDGE, 31 FEET
 HX2461'SOUTHWEST OF NORTHEAST END OF CUT, ABOUT 5 FEET ABOVE LEVEL OF
 HX2461'HIGHWAY AND 4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0313 ***********************************************************************
 HY0313  DESIGNATION -  Y 104
 HY0313  PID         -  HY0313
 HY0313  STATE/COUNTY-  WV/MASON
 HY0313  USGS QUAD   -  BEECH HILL (1975)
 HY0313
 HY0313                         *CURRENT SURVEY CONTROL
 HY0313  ___________________________________________________________________
 HY0313* NAD 83(1986)-  38 52 25.     (N)    082 00 11.     (W)     SCALED    
 HY0313* NAVD 88     -       189.349  (meters)     621.22   (feet)  ADJUSTED  
 HY0313  ___________________________________________________________________
 HY0313  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HY0313  DYNAMIC HT  -         189.229 (meters)     620.83  (feet)  COMP
 HY0313  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 HY0313
 HY0313  VERT ORDER  -  SECOND    CLASS 0
 HY0313
 HY0313.The horizontal coordinates were scaled from a topographic map and have
 HY0313.an estimated accuracy of +/- 6 seconds.
 HY0313
 HY0313.The orthometric height was determined by differential leveling
 HY0313.and adjusted by the National Geodetic Survey in June 1991..
 HY0313
 HY0313.The geoid height was determined by GEOID03.
 HY0313
 HY0313.The dynamic height is computed by dividing the NAVD 88
 HY0313.geopotential number by the normal gravity value computed on the
 HY0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0313.degrees latitude (g = 980.6199 gals.).
 HY0313
 HY0313.The modeled gravity was interpolated from observed gravity values.
 HY0313
 HY0313;                    North         East    Units  Estimated Accuracy
 HY0313;SPC WV S     -   208,430.      512,960.      MT  (+/- 180 meters Scaled)
 HY0313
 HY0313                          SUPERSEDED SURVEY CONTROL
 HY0313
 HY0313  NGVD 29 (??/??/92)  189.542  (m)          621.86   (f) ADJ UNCH    2 0
 HY0313
 HY0313.Superseded values are not recommended for survey control.
 HY0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0313.See file dsdata.txt to determine how the superseded data were derived.
 HY0313
 HY0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD129032(NAD 83)
 HY0313_MARKER: DB = BENCH MARK DISK
 HY0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0313_STAMPING: Y 104 1956
 HY0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0313+STABILITY: SURFACE MOTION
 HY0313
 HY0313  HISTORY     - Date     Condition        Report By
 HY0313  HISTORY     - 1956     MONUMENTED       CGS
 HY0313
 HY0313                          STATION DESCRIPTION
 HY0313
 HY0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0313'2.4 MI N FROM FLATROCK.
 HY0313'2.35 MILES NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF
 HY0313'STATE HIGHWAY 2 AT FLATROCK, ABOUT 135 YARDS EAST OF A BRIDGE OVER
 HY0313'OLDTOWN CREEK, AT A SHARP RIGHT ANGLE TURN IN ROAD WITH TANGENTS
 HY0313'EXTENDING NORTH AND WEST, 20 FEET SOUTH OF CENTER LINE OF WEST
 HY0313'TANGENT OF ROAD, 43 FEET SOUTHEAST AND ACROSS ROAD FROM AN 18-INCH
 HY0313'WALNUT TREE, 24 FEET WEST AND ACROSS A FARM DRIVE FROM A 20-INCH
 HY0313'MAPLE TREE WHICH IS IN A FENCE LINE, 12 FEET WEST OF CENTER OF A
 HY0313'GATE ACROSS FARM DRIVE, 1 1/2 FEET NORTH OF A FENCE LINE, 2 FEET
 HY0313'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE LEVEL
 HY0313'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2496 ***********************************************************************
 HX2496  DESIGNATION -  Y 105
 HX2496  PID         -  HX2496
 HX2496  STATE/COUNTY-  WV/JACKSON
 HX2496  USGS QUAD   -  KENTUCK (1975)
 HX2496
 HX2496                         *CURRENT SURVEY CONTROL
 HX2496  ___________________________________________________________________
 HX2496* NAD 83(1986)-  38 44 29.     (N)    081 33 30.     (W)     SCALED    
 HX2496* NAVD 88     -       288.780  (meters)     947.44   (feet)  ADJUSTED  
 HX2496  ___________________________________________________________________
 HX2496  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HX2496  DYNAMIC HT  -         288.589 (meters)     946.81  (feet)  COMP
 HX2496  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 HX2496
 HX2496  VERT ORDER  -  SECOND    CLASS 0
 HX2496
 HX2496.The horizontal coordinates were scaled from a topographic map and have
 HX2496.an estimated accuracy of +/- 6 seconds.
 HX2496
 HX2496.The orthometric height was determined by differential leveling
 HX2496.and adjusted by the National Geodetic Survey in June 1991..
 HX2496
 HX2496.The geoid height was determined by GEOID03.
 HX2496
 HX2496.The dynamic height is computed by dividing the NAVD 88
 HX2496.geopotential number by the normal gravity value computed on the
 HX2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2496.degrees latitude (g = 980.6199 gals.).
 HX2496
 HX2496.The modeled gravity was interpolated from observed gravity values.
 HX2496
 HX2496;                    North         East    Units  Estimated Accuracy
 HX2496;SPC WV S     -   193,430.      551,460.      MT  (+/- 180 meters Scaled)
 HX2496
 HX2496                          SUPERSEDED SURVEY CONTROL
 HX2496
 HX2496  NGVD 29 (??/??/92)  288.953  (m)          948.01   (f) ADJ UNCH    2 0
 HX2496
 HX2496.Superseded values are not recommended for survey control.
 HX2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2496.See file dsdata.txt to determine how the superseded data were derived.
 HX2496
 HX2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC514882(NAD 83)
 HX2496_MARKER: DB = BENCH MARK DISK
 HX2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2496_STAMPING: Y 105 1956
 HX2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2496+STABILITY: SURFACE MOTION
 HX2496
 HX2496  HISTORY     - Date     Condition        Report By
 HX2496  HISTORY     - 1956     MONUMENTED       CGS
 HX2496
 HX2496                          STATION DESCRIPTION
 HX2496
 HX2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2496'4.9 MI E FROM STATTS MILLS.
 HX2496'ABOUT 4.9 MILES EAST ALONG A GRAVEL ROAD LEADING TO HARMONY
 HX2496'FROM THE POST OFFICE AT STATTS MILLS, ABOUT 1.75 MILES
 HX2496'NORTHWEST OF APLIN METHIDIST CHURCH AND CEMETERY, ABOUT 0.15
 HX2496'MILE NORTHWEST OF JUNCTION OF A ROAD LEADING SOUTHWEST AND THE
 HX2496'BOTTOM OF GRADES, 141 FEET NORTHEAST OF NORTH CORNER OF JEFFERIES
 HX2496'GROCERY STORE, 20 1/2 FEET SOUTHEAST OF CENTER LINE OF ROAD, 1
 HX2496'FOOT NORTHWEST OF A FENCE LINE, 22 FEET NORTHEAST OF A FENCE
 HX2496'CORNER, 77 FEET NORTHEAST OF POWER POLE NO. 48-7889 887 C-4, 41
 HX2496'FEET SOUTH AND ACROSS ROAD FROM POWER POLE NO. 51-8151, 887 C-33,
 HX2496'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 HX2496'WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HX2496'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2364 ***********************************************************************
 HX2364  DESIGNATION -  Y 106
 HX2364  PID         -  HX2364
 HX2364  STATE/COUNTY-  WV/JACKSON
 HX2364  USGS QUAD   -  RIPLEY (1975)
 HX2364
 HX2364                         *CURRENT SURVEY CONTROL
 HX2364  ___________________________________________________________________
 HX2364* NAD 83(1986)-  38 46 58.     (N)    081 44 53.     (W)     SCALED    
 HX2364* NAVD 88     -       184.266  (meters)     604.55   (feet)  ADJUSTED  
 HX2364  ___________________________________________________________________
 HX2364  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HX2364  DYNAMIC HT  -         184.144 (meters)     604.15  (feet)  COMP
 HX2364  MODELED GRAV-     979,965.1   (mgal)                       NAVD 88
 HX2364
 HX2364  VERT ORDER  -  SECOND    CLASS 0
 HX2364
 HX2364.The horizontal coordinates were scaled from a topographic map and have
 HX2364.an estimated accuracy of +/- 6 seconds.
 HX2364
 HX2364.The orthometric height was determined by differential leveling
 HX2364.and adjusted by the National Geodetic Survey in June 1991..
 HX2364
 HX2364.The geoid height was determined by GEOID03.
 HX2364
 HX2364.The dynamic height is computed by dividing the NAVD 88
 HX2364.geopotential number by the normal gravity value computed on the
 HX2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2364.degrees latitude (g = 980.6199 gals.).
 HX2364
 HX2364.The modeled gravity was interpolated from observed gravity values.
 HX2364
 HX2364;                    North         East    Units  Estimated Accuracy
 HX2364;SPC WV S     -   198,140.      535,000.      MT  (+/- 180 meters Scaled)
 HX2364
 HX2364                          SUPERSEDED SURVEY CONTROL
 HX2364
 HX2364  NGVD 29 (??/??/92)  184.446  (m)          605.14   (f) ADJ UNCH    2 0
 HX2364
 HX2364.Superseded values are not recommended for survey control.
 HX2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2364.See file dsdata.txt to determine how the superseded data were derived.
 HX2364
 HX2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC350929(NAD 83)
 HX2364_MARKER: DB = BENCH MARK DISK
 HX2364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2364_SP_SET: ABUTMENT
 HX2364_STAMPING: Y 106 1956
 HX2364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2364
 HX2364  HISTORY     - Date     Condition        Report By
 HX2364  HISTORY     - 1956     MONUMENTED       CGS
 HX2364
 HX2364                          STATION DESCRIPTION
 HX2364
 HX2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2364'4.6 MI SE FROM EVANS.
 HX2364'ABOUT 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE JUNCTION
 HX2364'OF U.S. HIGHWAY 33 AT EVANS, THENCE ABOUT 3.9 MILES SOUTHEAST
 HX2364'ALONG A GRAVEL ROAD LEADING TO GIVEN, IN THE TOP OF THE NORTHEAST
 HX2364'END OF NORTHWEST CONCRETE ABUTMENT OF A 25-FOOT CONCRETE AND STEEL
 HX2364'BRIDGE OVER GRASS RUN, 13 1/2 FEET NORTHEAST OF CENTER LINE OF
 HX2364'ROAD, 32 YARDS NORTHWEST OF CENTER OF JUNCTION OF A ROAD
 HX2364'NORTHEAST, 1 1/2 FEET NORTHEAST OF STEEL BANISTER AND 1 FOOT
 HX2364'BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2464 ***********************************************************************
 HX2464  DESIGNATION -  Y 107
 HX2464  PID         -  HX2464
 HX2464  STATE/COUNTY-  WV/JACKSON
 HX2464  USGS QUAD   -  RIPLEY (1975)
 HX2464
 HX2464                         *CURRENT SURVEY CONTROL
 HX2464  ___________________________________________________________________
 HX2464* NAD 83(1986)-  38 48 51.     (N)    081 38 56.     (W)     SCALED    
 HX2464* NAVD 88     -       216.901  (meters)     711.62   (feet)  ADJUSTED  
 HX2464  ___________________________________________________________________
 HX2464  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HX2464  DYNAMIC HT  -         216.759 (meters)     711.15  (feet)  COMP
 HX2464  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 HX2464
 HX2464  VERT ORDER  -  SECOND    CLASS 0
 HX2464
 HX2464.The horizontal coordinates were scaled from a topographic map and have
 HX2464.an estimated accuracy of +/- 6 seconds.
 HX2464
 HX2464.The orthometric height was determined by differential leveling
 HX2464.and adjusted by the National Geodetic Survey in June 1991..
 HX2464
 HX2464.The geoid height was determined by GEOID03.
 HX2464
 HX2464.The dynamic height is computed by dividing the NAVD 88
 HX2464.geopotential number by the normal gravity value computed on the
 HX2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2464.degrees latitude (g = 980.6199 gals.).
 HX2464
 HX2464.The modeled gravity was interpolated from observed gravity values.
 HX2464
 HX2464;                    North         East    Units  Estimated Accuracy
 HX2464;SPC WV S     -   201,560.      543,640.      MT  (+/- 180 meters Scaled)
 HX2464
 HX2464                          SUPERSEDED SURVEY CONTROL
 HX2464
 HX2464  NGVD 29 (??/??/92)  217.073  (m)          712.18   (f) ADJ UNCH    2 0
 HX2464
 HX2464.Superseded values are not recommended for survey control.
 HX2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2464.See file dsdata.txt to determine how the superseded data were derived.
 HX2464
 HX2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC436963(NAD 83)
 HX2464_MARKER: DB = BENCH MARK DISK
 HX2464_SETTING: 66 = SET IN ROCK OUTCROP
 HX2464_SP_SET: ROCK CUT
 HX2464_STAMPING: Y 107 1956
 HX2464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2464+STABILITY: POSITION/ELEVATION WELL
 HX2464
 HX2464  HISTORY     - Date     Condition        Report By
 HX2464  HISTORY     - 1956     MONUMENTED       CGS
 HX2464
 HX2464                          STATION DESCRIPTION
 HX2464
 HX2464'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2464'4 MI E FROM RIPLEY.
 HX2464'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HX2464'RIPLEY, ABOUT 245 YARDS NORTHEAST OF JUNCTION OF A BLACK TOP
 HX2464'ROAD LEADING SOUTHEAST TO GAY, SET VERTICALLY IN THE NORTHWEST
 HX2464'FACE OF BOTTOM LAYER OF ROCK IN A CUT, 21 FEET SOUTHEAST OF CENTER
 HX2464'LINE OF HIGHWAY, 66 FEET EAST AND ACROSS HIGHWAY FROM TELEPHONE
 HX2464'POLE NO. 42/80, 56 YARDS SOUTHWEST OF NORTHEAST END OF CUT AND 1
 HX2464'FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0795 ***********************************************************************
 HY0795  DESIGNATION -  Y 108
 HY0795  PID         -  HY0795
 HY0795  STATE/COUNTY-  WV/WAYNE
 HY0795  USGS QUAD   -  BURNAUGH (1989)
 HY0795
 HY0795                         *CURRENT SURVEY CONTROL
 HY0795  ___________________________________________________________________
 HY0795* NAD 83(1986)-  38 22 10.     (N)    082 33 18.     (W)     SCALED    
 HY0795* NAVD 88     -       249.105  (meters)     817.27   (feet)  ADJUSTED  
 HY0795  ___________________________________________________________________
 HY0795  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HY0795  DYNAMIC HT  -         248.935 (meters)     816.71  (feet)  COMP
 HY0795  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 HY0795
 HY0795  VERT ORDER  -  FIRST     CLASS II
 HY0795
 HY0795.This mark is at Tri-State/milton J Ferguson Fld Airport (HTS)
 HY0795
 HY0795.The horizontal coordinates were scaled from a topographic map and have
 HY0795.an estimated accuracy of +/- 6 seconds.
 HY0795
 HY0795.The orthometric height was determined by differential leveling
 HY0795.and adjusted by the National Geodetic Survey in June 1991..
 HY0795
 HY0795.The geoid height was determined by GEOID03.
 HY0795
 HY0795.The dynamic height is computed by dividing the NAVD 88
 HY0795.geopotential number by the normal gravity value computed on the
 HY0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0795.degrees latitude (g = 980.6199 gals.).
 HY0795
 HY0795.The modeled gravity was interpolated from observed gravity values.
 HY0795
 HY0795;                    North         East    Units  Estimated Accuracy
 HY0795;SPC WV S     -   153,130.      464,120.      MT  (+/- 180 meters Scaled)
 HY0795
 HY0795                          SUPERSEDED SURVEY CONTROL
 HY0795
 HY0795  NGVD 29 (??/??/92)  249.283  (m)          817.86   (f) ADJ UNCH    1 2
 HY0795
 HY0795.Superseded values are not recommended for survey control.
 HY0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0795.See file dsdata.txt to determine how the superseded data were derived.
 HY0795
 HY0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC641479(NAD 83)
 HY0795_MARKER: DB = BENCH MARK DISK
 HY0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0795_SP_SET: FOUNDATION
 HY0795_STAMPING: Y 108 1956
 HY0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0795
 HY0795  HISTORY     - Date     Condition        Report By
 HY0795  HISTORY     - 1956     MONUMENTED       CGS
 HY0795  HISTORY     - 1963     GOOD             NGS
 HY0795  HISTORY     - 1979     GOOD             LOCSUR
 HY0795
 HY0795                          STATION DESCRIPTION
 HY0795
 HY0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0795'2.2 MI SE FROM CEREDO.
 HY0795'ABOUT 2.15 MILES SOUTHEAST ALONG ROADS LEADING TO TRI-STATE AIRPORT
 HY0795'FROM THE JUNCTION OF U.S. HIGHWAY 60 AT CEREDO, AT THE AIRPORT,
 HY0795'ABOUT 0.15 MILE WEST OF AIRPORT ROAD, IN THE TOP AND 2 FEET NORTH
 HY0795'OF SOUTH END OF THE PART OF CONCRETE FOUNDATION PROJECTING EAST
 HY0795'FROM UNDER EAST WALL OF A 30 BY 250-FOOT TIN HANGAR BUILDING,
 HY0795'2 FEET NORTH OF SOUTHEAST CORNER OF HANGAR, 44 YARDS EAST-NORTHEAST
 HY0795'OF A ROUND-ROOFED LARGE HANGAR BUILDING AND 1/3 FOOT ABOVE GROUND.
 HY0795
 HY0795                          STATION RECOVERY (1963)
 HY0795
 HY0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HY0795'RECOVERED IN GOOD CONDITION.
 HY0795
 HY0795                          STATION RECOVERY (1979)
 HY0795
 HY0795'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 HY0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0448 ***********************************************************************
 HY0448  DESIGNATION -  Y 109
 HY0448  PID         -  HY0448
 HY0448  STATE/COUNTY-  WV/CABELL
 HY0448  USGS QUAD   -  HUNTINGTON (1985)
 HY0448
 HY0448                         *CURRENT SURVEY CONTROL
 HY0448  ___________________________________________________________________
 HY0448* NAD 83(1986)-  38 25 42.     (N)    082 24 11.     (W)     SCALED    
 HY0448* NAVD 88     -       173.248  (meters)     568.40   (feet)  ADJUSTED  
 HY0448  ___________________________________________________________________
 HY0448  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HY0448  DYNAMIC HT  -         173.131 (meters)     568.01  (feet)  COMP
 HY0448  MODELED GRAV-     979,953.2   (mgal)                       NAVD 88
 HY0448
 HY0448  VERT ORDER  -  FIRST     CLASS II
 HY0448
 HY0448.The horizontal coordinates were scaled from a topographic map and have
 HY0448.an estimated accuracy of +/- 6 seconds.
 HY0448
 HY0448.The orthometric height was determined by differential leveling
 HY0448.and adjusted by the National Geodetic Survey in June 1991..
 HY0448
 HY0448.The geoid height was determined by GEOID03.
 HY0448
 HY0448.The dynamic height is computed by dividing the NAVD 88
 HY0448.geopotential number by the normal gravity value computed on the
 HY0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0448.degrees latitude (g = 980.6199 gals.).
 HY0448
 HY0448.The modeled gravity was interpolated from observed gravity values.
 HY0448
 HY0448;                    North         East    Units  Estimated Accuracy
 HY0448;SPC WV S     -   159,460.      477,500.      MT  (+/- 180 meters Scaled)
 HY0448
 HY0448                          SUPERSEDED SURVEY CONTROL
 HY0448
 HY0448  NGVD 29 (??/??/92)  173.430  (m)          568.99   (f) ADJ UNCH    1 2
 HY0448
 HY0448.Superseded values are not recommended for survey control.
 HY0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0448.See file dsdata.txt to determine how the superseded data were derived.
 HY0448
 HY0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC775542(NAD 83)
 HY0448_MARKER: DB = BENCH MARK DISK
 HY0448_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HY0448_STAMPING: Y 109 1956
 HY0448_MARK LOGO: CGS   
 HY0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0448+STABILITY: SURFACE MOTION
 HY0448
 HY0448  HISTORY     - Date     Condition        Report By
 HY0448  HISTORY     - 1956     MONUMENTED       CGS
 HY0448  HISTORY     - 1984     GOOD             NGS
 HY0448
 HY0448                          STATION DESCRIPTION
 HY0448
 HY0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0448'AT HUNTINGTON.
 HY0448'AT HUNTINGTON, IN THE EAST PART OF TOWN, ABOUT 0.6 MILE WEST
 HY0448'OF BRIDGE OVER GUYANDOT RIVER, ABOUT 0.8 MILE WEST OF POST OFFICE
 HY0448'AT GUYANDOT, 46 YARDS NORTH OF NORTH CURB OF 4TH AVENUE, 48 YARDS
 HY0448'WEST OF WEST CURB OF 28TH STREET, 71 FEET SOUTH OF CENTER LINE
 HY0448'OF AN ALLEY BETWEEN 3RD AND 4TH AVENUES, AT EMMONS SCHOOL,
 HY0448'SET VERTICALLY IN THE NORTH FACE OF 3-STORY RED BRICK SCHOOL
 HY0448'BUILDING (OLDER PART OF BUILDING), 1 FOOT EAST OF NORTHWEST
 HY0448'CORNER OF BUILDING AND 2 FEET ABOVE GROUND.
 HY0448
 HY0448                          STATION RECOVERY (1984)
 HY0448
 HY0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1925 ***********************************************************************
 HX1925  DESIGNATION -  Y 11
 HX1925  PID         -  HX1925
 HX1925  STATE/COUNTY-  WV/CLAY
 HX1925  USGS QUAD   -  CLAY (1976)
 HX1925
 HX1925                         *CURRENT SURVEY CONTROL
 HX1925  ___________________________________________________________________
 HX1925* NAD 83(1986)-  38 27 44.     (N)    081 04 19.     (W)     SCALED    
 HX1925* NAVD 88     -       217.338  (meters)     713.05   (feet)  ADJUSTED  
 HX1925  ___________________________________________________________________
 HX1925  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HX1925  DYNAMIC HT  -         217.188 (meters)     712.56  (feet)  COMP
 HX1925  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 HX1925
 HX1925  VERT ORDER  -  SECOND    CLASS 0
 HX1925
 HX1925.The horizontal coordinates were scaled from a topographic map and have
 HX1925.an estimated accuracy of +/- 6 seconds.
 HX1925
 HX1925.The orthometric height was determined by differential leveling
 HX1925.and adjusted by the National Geodetic Survey in June 1991..
 HX1925
 HX1925.The geoid height was determined by GEOID03.
 HX1925
 HX1925.The dynamic height is computed by dividing the NAVD 88
 HX1925.geopotential number by the normal gravity value computed on the
 HX1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1925.degrees latitude (g = 980.6199 gals.).
 HX1925
 HX1925.The modeled gravity was interpolated from observed gravity values.
 HX1925
 HX1925;                    North         East    Units  Estimated Accuracy
 HX1925;SPC WV S     -   162,290.      593,720.      MT  (+/- 180 meters Scaled)
 HX1925
 HX1925                          SUPERSEDED SURVEY CONTROL
 HX1925
 HX1925  NGVD 29 (??/??/92)  217.520  (m)          713.65   (f) ADJ UNCH    2 0
 HX1925
 HX1925.Superseded values are not recommended for survey control.
 HX1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1925.See file dsdata.txt to determine how the superseded data were derived.
 HX1925
 HX1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC937571(NAD 83)
 HX1925_MARKER: DB = BENCH MARK DISK
 HX1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1925_STAMPING: Y 11 1933
 HX1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1925+STABILITY: SURFACE MOTION
 HX1925
 HX1925  HISTORY     - Date     Condition        Report By
 HX1925  HISTORY     - 1933     MONUMENTED       CGS
 HX1925
 HX1925                          STATION DESCRIPTION
 HX1925
 HX1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1925'AT DUNDON.
 HX1925'AT DUNDON, 6 YARDS NORTH OF THE NORTH END OF THE BALTIMORE AND
 HX1925'OHIO RAILROAD STATION, 15.5 RAILS SOUTH OF MILEPOST C 52, AND 6
 HX1925'YARDS EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 HX1925'STAMPED Y 11 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0307 ***********************************************************************
 HY0307  DESIGNATION -  Y 110
 HY0307  PID         -  HY0307
 HY0307  STATE/COUNTY-  WV/MASON
 HY0307  USGS QUAD   -  BEECH HILL (1975)
 HY0307
 HY0307                         *CURRENT SURVEY CONTROL
 HY0307  ___________________________________________________________________
 HY0307* NAD 83(1986)-  38 49 37.     (N)    082 00 41.     (W)     SCALED    
 HY0307* NAVD 88     -       264.253  (meters)     866.97   (feet)  ADJUSTED  
 HY0307  ___________________________________________________________________
 HY0307  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HY0307  DYNAMIC HT  -         264.085 (meters)     866.42  (feet)  COMP
 HY0307  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 HY0307
 HY0307  VERT ORDER  -  SECOND    CLASS 0
 HY0307
 HY0307.The horizontal coordinates were scaled from a topographic map and have
 HY0307.an estimated accuracy of +/- 6 seconds.
 HY0307
 HY0307.The orthometric height was determined by differential leveling
 HY0307.and adjusted by the National Geodetic Survey in June 1991..
 HY0307
 HY0307.The geoid height was determined by GEOID03.
 HY0307
 HY0307.The dynamic height is computed by dividing the NAVD 88
 HY0307.geopotential number by the normal gravity value computed on the
 HY0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0307.degrees latitude (g = 980.6199 gals.).
 HY0307
 HY0307.The modeled gravity was interpolated from observed gravity values.
 HY0307
 HY0307;                    North         East    Units  Estimated Accuracy
 HY0307;SPC WV S     -   203,260.      512,180.      MT  (+/- 180 meters Scaled)
 HY0307
 HY0307                          SUPERSEDED SURVEY CONTROL
 HY0307
 HY0307  NGVD 29 (??/??/92)  264.447  (m)          867.61   (f) ADJ UNCH    2 0
 HY0307
 HY0307.Superseded values are not recommended for survey control.
 HY0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0307.See file dsdata.txt to determine how the superseded data were derived.
 HY0307
 HY0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC122980(NAD 83)
 HY0307_MARKER: DB = BENCH MARK DISK
 HY0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0307_STAMPING: Y 110 1956
 HY0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0307+STABILITY: SURFACE MOTION
 HY0307
 HY0307  HISTORY     - Date     Condition        Report By
 HY0307  HISTORY     - 1956     MONUMENTED       CGS
 HY0307
 HY0307                          STATION DESCRIPTION
 HY0307
 HY0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0307'2.4 MI SE FROM FLATROCK.
 HY0307'1.0 MILE EAST ALONG STATE HIGHWAY 2 FROM THE CROSSROAD AND
 HY0307'STORE AT FLATROCK, THENCE ABOUT 1.35 MILES SOUTH ALONG A GRAVEL
 HY0307'ROAD, ABOUT 0.2 MILE SOUTHWEST OF EAGLE SCHOOL, ON THE OUTSIDE
 HY0307'OF A CURVE IN ROAD WITH TANGENTS EXTENDING NORTHEAST AND
 HY0307'SOUTHEAST, 16 FEET NORTHWEST OF CENTER LINE OF ROAD, 315 FEET
 HY0307'NORTHWEST OF WEST CORNER OF A LARGE 2-STORY FRAME HOUSE, 37 FEET
 HY0307'WEST AND ACROSS ROAD FROM THE WEST CORNER OF A BARN, 26 FEET
 HY0307'SOUTHWEST OF A FENCE CORNER, 17 FEET SOUTHWEST OF CENTER OF A FARM
 HY0307'GATE, 1 FOOT NORTHWEST OF A FENCE LINE, 2 FEET WEST OF A WHITE
 HY0307'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET
 HY0307'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0438 ***********************************************************************
 HY0438  DESIGNATION -  Y 111
 HY0438  PID         -  HY0438
 HY0438  STATE/COUNTY-  WV/CABELL
 HY0438  USGS QUAD   -  BARBOURSVILLE (1985)
 HY0438
 HY0438                         *CURRENT SURVEY CONTROL
 HY0438  ___________________________________________________________________
 HY0438* NAD 83(1986)-  38 26 41.     (N)    082 19 13.     (W)     SCALED    
 HY0438* NAVD 88     -       167.569  (meters)     549.77   (feet)  ADJUSTED  
 HY0438  ___________________________________________________________________
 HY0438  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HY0438  DYNAMIC HT  -         167.456 (meters)     549.40  (feet)  COMP
 HY0438  MODELED GRAV-     979,954.8   (mgal)                       NAVD 88
 HY0438
 HY0438  VERT ORDER  -  FIRST     CLASS II
 HY0438
 HY0438.The horizontal coordinates were scaled from a topographic map and have
 HY0438.an estimated accuracy of +/- 6 seconds.
 HY0438
 HY0438.The orthometric height was determined by differential leveling
 HY0438.and adjusted by the National Geodetic Survey in June 1991..
 HY0438
 HY0438.The geoid height was determined by GEOID03.
 HY0438
 HY0438.The dynamic height is computed by dividing the NAVD 88
 HY0438.geopotential number by the normal gravity value computed on the
 HY0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0438.degrees latitude (g = 980.6199 gals.).
 HY0438
 HY0438.The modeled gravity was interpolated from observed gravity values.
 HY0438
 HY0438;                    North         East    Units  Estimated Accuracy
 HY0438;SPC WV S     -   161,170.      484,750.      MT  (+/- 180 meters Scaled)
 HY0438
 HY0438                          SUPERSEDED SURVEY CONTROL
 HY0438
 HY0438  NGVD 29 (??/??/92)  167.745  (m)          550.34   (f) ADJ UNCH    1 2
 HY0438
 HY0438.Superseded values are not recommended for survey control.
 HY0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0438.See file dsdata.txt to determine how the superseded data were derived.
 HY0438
 HY0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC847559(NAD 83)
 HY0438_MARKER: DB = BENCH MARK DISK
 HY0438_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HY0438_SP_SET: 32 1/2 FEET
 HY0438_STAMPING: Y 111 1956
 HY0438_MARK LOGO: CGS   
 HY0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0438
 HY0438  HISTORY     - Date     Condition        Report By
 HY0438  HISTORY     - 1956     MONUMENTED       CGS
 HY0438  HISTORY     - 1984     GOOD             NGS
 HY0438
 HY0438                          STATION DESCRIPTION
 HY0438
 HY0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0438'4 MI NE FROM GUYANDOT.
 HY0438'ABOUT 4.05 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 2 FROM
 HY0438'THE POST OFFICE AT GUYANDOT, ALONG THE BALTIMORE AND OHIO
 HY0438'RAILROAD, ABOUT 0.3 MILE NORTHEAST OF MILE POST 208, ABOUT 0.15
 HY0438'MILE NORTHEAST OF A PRIVATE ROAD CROSSING, 18 1/2 FEET NORTHWEST
 HY0438'OF NORTHWEST RAIL, 71 1/2 FEET NORTHWEST AND ACROSS TRACK FROM
 HY0438'CENTER LINE OF HIGHWAY 2, 161 FEET EAST-SOUTHEAST OF EAST CORNER
 HY0438'OF A CONCRETE BLOCK HOUSE, 122 FEET NORTHEAST OF A FENCE LINE
 HY0438'EXTENDING NORTHWEST, 44 FEET EAST-NORTHEAST OF A GAS METER, 49
 HY0438'FEET SOUTHWEST OF A LONE 7-INCH BLACK LOCUST TREE, 4 1/2 FEET
 HY0438'SOUTHWEST OF TELEPHONE POLE NO. 207+26, 7 FEET SOUTHEAST OF
 HY0438'CENTER LINE OF A PRIVATE DRIVE, 1 1/2 FEET NORTHEAST OF A WHITE
 HY0438'WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF TRACK AND
 HY0438'IS A DISK ON TOP OF A COPPER COATED STEEL ROD ABOUT FLUSH WITH
 HY0438'GROUND AND PROTECTED BY A 4-INCH TILE PROJECTING 1 INCH.  THE
 HY0438'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 32 1/2 FEET.
 HY0438
 HY0438                          STATION RECOVERY (1984)
 HY0438
 HY0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2418 ***********************************************************************
 HX2418  DESIGNATION -  Y 112
 HX2418  PID         -  HX2418
 HX2418  STATE/COUNTY-  WV/MASON
 HX2418  USGS QUAD   -  ELMWOOD (1975)
 HX2418
 HX2418                         *CURRENT SURVEY CONTROL
 HX2418  ___________________________________________________________________
 HX2418* NAD 83(1986)-  38 41 44.     (N)    081 51 09.     (W)     SCALED    
 HX2418* NAVD 88     -       191.145  (meters)     627.11   (feet)  ADJUSTED  
 HX2418  ___________________________________________________________________
 HX2418  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HX2418  DYNAMIC HT  -         191.018 (meters)     626.70  (feet)  COMP
 HX2418  MODELED GRAV-     979,962.2   (mgal)                       NAVD 88
 HX2418
 HX2418  VERT ORDER  -  SECOND    CLASS 0
 HX2418
 HX2418.The horizontal coordinates were scaled from a topographic map and have
 HX2418.an estimated accuracy of +/- 6 seconds.
 HX2418
 HX2418.The orthometric height was determined by differential leveling
 HX2418.and adjusted by the National Geodetic Survey in June 1991..
 HX2418
 HX2418.The geoid height was determined by GEOID03.
 HX2418
 HX2418.The dynamic height is computed by dividing the NAVD 88
 HX2418.geopotential number by the normal gravity value computed on the
 HX2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2418.degrees latitude (g = 980.6199 gals.).
 HX2418
 HX2418.The modeled gravity was interpolated from observed gravity values.
 HX2418
 HX2418;                    North         East    Units  Estimated Accuracy
 HX2418;SPC WV S     -   188,530.      525,840.      MT  (+/- 180 meters Scaled)
 HX2418
 HX2418                          SUPERSEDED SURVEY CONTROL
 HX2418
 HX2418  NGVD 29 (??/??/92)  191.334  (m)          627.74   (f) ADJ UNCH    2 0
 HX2418
 HX2418.Superseded values are not recommended for survey control.
 HX2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2418.See file dsdata.txt to determine how the superseded data were derived.
 HX2418
 HX2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC258833(NAD 83)
 HX2418_MARKER: DB = BENCH MARK DISK
 HX2418_SETTING: 66 = SET IN ROCK OUTCROP
 HX2418_SP_SET: ROCK CUT
 HX2418_STAMPING: Y 112 1956
 HX2418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2418+STABILITY: POSITION/ELEVATION WELL
 HX2418
 HX2418  HISTORY     - Date     Condition        Report By
 HX2418  HISTORY     - 1956     MONUMENTED       CGS
 HX2418
 HX2418                          STATION DESCRIPTION
 HX2418
 HX2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2418'AT ELMWOOD.
 HX2418'AT ELMWOOD, ABOUT 0.15 MILE SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING
 HX2418'MUDLICK CREEK FROM JUNCTION OF A GRAVEL ROAD NORTHEAST, AT THE
 HX2418'JUNCTION OF A ROAD LEADING SOUTH OVER BRIDGE ACROSS MUDLICK CREEK,
 HX2418'SET VERTICALLY IN FACE OF A 10-FOOT HIGH ROCK BENCH CUT, 17 FEET
 HX2418'NORTH OF CENTER LINE OF ROAD, 112 FEET EAST OF CENTER OF JUNCTION
 HX2418'OF ROAD SOUTH AND APPROXIMATE CENTER OF A SHARP CURVE IN MAIN ROAD
 HX2418'WITH TANGENTS EXTENDING EAST AND NORTH-NORTHWEST, 58 FEET
 HX2418'WEST-NORTHWEST AND ACROSS ROAD FROM A 20-INCH ELM TREE, 147 FEET
 HX2418'NORTHEAST AND ACROSS ROAD FROM THE EAST END OF NORTH ABUTMENT
 HX2418'OF BRIDGE OVER MUDLICK CREEK ON ROAD SOUTH AND ABOUT 3 FEET ABOVE
 HX2418'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2403 ***********************************************************************
 HX2403  DESIGNATION -  Y 113
 HX2403  PID         -  HX2403
 HX2403  STATE/COUNTY-  WV/PUTNAM
 HX2403  USGS QUAD   -  BANCROFT (1975)
 HX2403
 HX2403                         *CURRENT SURVEY CONTROL
 HX2403  ___________________________________________________________________
 HX2403* NAD 83(1986)-  38 34 06.     (N)    081 50 24.     (W)     SCALED    
 HX2403* NAVD 88     -       282.878  (meters)     928.08   (feet)  ADJUSTED  
 HX2403  ___________________________________________________________________
 HX2403  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HX2403  DYNAMIC HT  -         282.685 (meters)     927.44  (feet)  COMP
 HX2403  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 HX2403
 HX2403  VERT ORDER  -  SECOND    CLASS 0
 HX2403
 HX2403.The horizontal coordinates were scaled from a topographic map and have
 HX2403.an estimated accuracy of +/- 6 seconds.
 HX2403
 HX2403.The orthometric height was determined by differential leveling
 HX2403.and adjusted by the National Geodetic Survey in June 1991..
 HX2403
 HX2403.The geoid height was determined by GEOID03.
 HX2403
 HX2403.The dynamic height is computed by dividing the NAVD 88
 HX2403.geopotential number by the normal gravity value computed on the
 HX2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2403.degrees latitude (g = 980.6199 gals.).
 HX2403
 HX2403.The modeled gravity was interpolated from observed gravity values.
 HX2403
 HX2403;                    North         East    Units  Estimated Accuracy
 HX2403;SPC WV S     -   174,400.      526,800.      MT  (+/- 180 meters Scaled)
 HX2403
 HX2403                          SUPERSEDED SURVEY CONTROL
 HX2403
 HX2403  NGVD 29 (??/??/92)  283.072  (m)          928.71   (f) ADJ UNCH    2 0
 HX2403
 HX2403.Superseded values are not recommended for survey control.
 HX2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2403.See file dsdata.txt to determine how the superseded data were derived.
 HX2403
 HX2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC268692(NAD 83)
 HX2403_MARKER: DB = BENCH MARK DISK
 HX2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2403_STAMPING: Y 113 1956
 HX2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2403+STABILITY: SURFACE MOTION
 HX2403
 HX2403  HISTORY     - Date     Condition        Report By
 HX2403  HISTORY     - 1956     MONUMENTED       CGS
 HX2403
 HX2403                          STATION DESCRIPTION
 HX2403
 HX2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2403'4.2 MI NE FROM RED HOUSE.
 HX2403'ABOUT 4.25 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 HX2403'OF U.S. HIGHWAY 35 AT RED HOUSE, ABOUT 2.65 MILES SOUTHWEST OF
 HX2403'JUNCTION OF GRAVEL ROAD NORTH AND STORES AT PARADISE, ABOUT 0.3
 HX2403'MILE WEST OF WADE CHAPEL METHODIST CHURCH, ABOUT 0.3 MILE
 HX2403'NORTHEAST OF KELLYS GROCERY AND GARAGE, ABOUT 0.1 MILE NORTHEAST
 HX2403'OF JUNCTION OF A ROAD SOUTH, AT THE JUNCTION OF GRANDVIEW ROAD
 HX2403'LEADING NORTH, 45 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 95
 HX2403'FEET NORTH OF CENTER OF JUNCTION, 75 FEET EAST OF CENTER LINE
 HX2403'OF ROAD NORTH, 35 FEET SOUTHEAST OF A LONE 24-INCH OAK TREE,
 HX2403'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 HX2403'BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HX2403'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0282 ***********************************************************************
 HY0282  DESIGNATION -  Y 114
 HY0282  PID         -  HY0282
 HY0282  STATE/COUNTY-  WV/MASON
 HY0282  USGS QUAD   -  ARLEE (1975)
 HY0282
 HY0282                         *CURRENT SURVEY CONTROL
 HY0282  ___________________________________________________________________
 HY0282* NAD 83(1986)-  38 41 49.     (N)    082 01 14.     (W)     SCALED    
 HY0282* NAVD 88     -       201.036  (meters)     659.57   (feet)  ADJUSTED  
 HY0282  ___________________________________________________________________
 HY0282  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HY0282  DYNAMIC HT  -         200.905 (meters)     659.14  (feet)  COMP
 HY0282  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 HY0282
 HY0282  VERT ORDER  -  SECOND    CLASS 0
 HY0282
 HY0282.The horizontal coordinates were scaled from a topographic map and have
 HY0282.an estimated accuracy of +/- 6 seconds.
 HY0282
 HY0282.The orthometric height was determined by differential leveling
 HY0282.and adjusted by the National Geodetic Survey in June 1991..
 HY0282
 HY0282.The geoid height was determined by GEOID03.
 HY0282
 HY0282.The dynamic height is computed by dividing the NAVD 88
 HY0282.geopotential number by the normal gravity value computed on the
 HY0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0282.degrees latitude (g = 980.6199 gals.).
 HY0282
 HY0282.The modeled gravity was interpolated from observed gravity values.
 HY0282
 HY0282;                    North         East    Units  Estimated Accuracy
 HY0282;SPC WV S     -   188,840.      511,220.      MT  (+/- 180 meters Scaled)
 HY0282
 HY0282                          SUPERSEDED SURVEY CONTROL
 HY0282
 HY0282  NGVD 29 (??/??/92)  201.227  (m)          660.19   (f) ADJ UNCH    2 0
 HY0282
 HY0282.Superseded values are not recommended for survey control.
 HY0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0282.See file dsdata.txt to determine how the superseded data were derived.
 HY0282
 HY0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC112836(NAD 83)
 HY0282_MARKER: DB = BENCH MARK DISK
 HY0282_SETTING: 66 = SET IN ROCK OUTCROP
 HY0282_SP_SET: ROCK OUTCROP LEDGE
 HY0282_STAMPING: Y 114 1956
 HY0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0282+STABILITY: POSITION/ELEVATION WELL
 HY0282
 HY0282  HISTORY     - Date     Condition        Report By
 HY0282  HISTORY     - 1956     MONUMENTED       CGS
 HY0282
 HY0282                          STATION DESCRIPTION
 HY0282
 HY0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0282'3.8 MI W FROM SOUTHSIDE.
 HY0282'3.85 MILES WEST ALONG A GRAVEL ROAD FROM HARMONY BAPTIST CHURCH
 HY0282'AND INTERSECTION OF STATE HIGHWAY 17 AT SOUTHSIDE, ABOUT 0.6
 HY0282'MILE EAST OF HAMBRICK CHAPEL M.E. CHURCH AND CEMETERY, ABOUT
 HY0282'0.3 MILE SOUTHWEST OF JUNCTION OF A ROAD NORTH, IN THE TOP OF AN
 HY0282'OUTCROPPING ROCK LEDGE ABOUT 6 BY 4 1/2 FEET AND ABOUT FLUSH
 HY0282'WITH GROUND WHICH IS LOCATED IN A CLEARING WITH SEVERAL ROCK
 HY0282'LEDGES PROJECTING OUT OF GROUND, 36 FEET NORTH-NORTHWEST OF
 HY0282'CENTER LINE OF ROAD, 116 FEET SOUTHWEST OF SOUTHWEST CORNER OF AN
 HY0282'ABANDONED FARM HOUSE, 22 FEET NORTHEAST OF AN 8-INCH TWIN
 HY0282'WALNUT TREE WHICH IS IN A FENCE LINE, 15 3/4 FEET EAST OF A
 HY0282'12-INCH TRIANGLE CHISELED IN A ROCK LEDGE, 14 FEET SOUTH OF A
 HY0282'6-INCH TRIANGLE CHISELED IN A ROCK LEDGE, AND ABOUT 3 FEET ABOVE
 HY0282'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0014 ***********************************************************************
 HY0014  DESIGNATION -  Y 115
 HY0014  PID         -  HY0014
 HY0014  STATE/COUNTY-  WV/MASON
 HY0014  USGS QUAD   -  GALLIPOLIS (1983)
 HY0014
 HY0014                         *CURRENT SURVEY CONTROL
 HY0014  ___________________________________________________________________
 HY0014* NAD 83(1986)-  38 48 33.     (N)    082 10 57.     (W)     SCALED    
 HY0014* NAVD 88     -       172.269  (meters)     565.19   (feet)  ADJUSTED  
 HY0014  ___________________________________________________________________
 HY0014  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HY0014  DYNAMIC HT  -         172.159 (meters)     564.83  (feet)  COMP
 HY0014  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 HY0014
 HY0014  VERT ORDER  -  FIRST     CLASS II
 HY0014
 HY0014.The horizontal coordinates were scaled from a topographic map and have
 HY0014.an estimated accuracy of +/- 6 seconds.
 HY0014
 HY0014.The orthometric height was determined by differential leveling
 HY0014.and adjusted by the National Geodetic Survey in June 1991..
 HY0014
 HY0014.The geoid height was determined by GEOID03.
 HY0014
 HY0014.The dynamic height is computed by dividing the NAVD 88
 HY0014.geopotential number by the normal gravity value computed on the
 HY0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0014.degrees latitude (g = 980.6199 gals.).
 HY0014
 HY0014.The modeled gravity was interpolated from observed gravity values.
 HY0014
 HY0014;                    North         East    Units  Estimated Accuracy
 HY0014;SPC WV S     -   201,460.      497,290.      MT  (+/- 180 meters Scaled)
 HY0014
 HY0014                          SUPERSEDED SURVEY CONTROL
 HY0014
 HY0014  NGVD 29 (??/??/92)  172.466  (m)          565.83   (f) ADJ UNCH    1 2
 HY0014
 HY0014.Superseded values are not recommended for survey control.
 HY0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0014.See file dsdata.txt to determine how the superseded data were derived.
 HY0014
 HY0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC973962(NAD 83)
 HY0014_MARKER: DB = BENCH MARK DISK
 HY0014_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY0014_STAMPING: Y 115 1956
 HY0014_MARK LOGO: CGS   
 HY0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0014+STABILITY: SURFACE MOTION
 HY0014
 HY0014  HISTORY     - Date     Condition        Report By
 HY0014  HISTORY     - 1956     MONUMENTED       CGS
 HY0014  HISTORY     - 1976     GOOD             NGS
 HY0014  HISTORY     - 1984     GOOD             NGS
 HY0014
 HY0014                          STATION DESCRIPTION
 HY0014
 HY0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0014'3 MI SW FROM HENDERSON.
 HY0014'ABOUT 2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE SOUTH
 HY0014'END OF HIGHWAY BRIDGE OVER KANAWAH RIVER AT HENDERSON, IN THE
 HY0014'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL
 HY0014'OF A 4-FOOT BOX CULVERT UNDER HIGHWAY, 44 FEET NORTHWEST OF
 HY0014'NORTHWEST RAIL OF BALTIMORE AND OHIO RAILROAD, 16 1/2 FEET
 HY0014'SOUTHEAST OF CENTER LINE OF HIGHWAY, 1 FOOT NORTHEAST OF SOUTHWEST
 HY0014'END OF HEAD WALL AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
 HY0014
 HY0014                          STATION RECOVERY (1976)
 HY0014
 HY0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0014'RECOVERED IN GOOD CONDITION.
 HY0014
 HY0014                          STATION RECOVERY (1984)
 HY0014
 HY0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0630 ***********************************************************************
 HY0630  DESIGNATION -  Y 116
 HY0630  PID         -  HY0630
 HY0630  STATE/COUNTY-  WV/CABELL
 HY0630  USGS QUAD   -  MILTON (1989)
 HY0630
 HY0630                         *CURRENT SURVEY CONTROL
 HY0630  ___________________________________________________________________
 HY0630* NAD 83(1986)-  38 28 21.     (N)    082 12 52.     (W)     SCALED    
 HY0630* NAVD 88     -       182.190  (meters)     597.74   (feet)  ADJUSTED  
 HY0630  ___________________________________________________________________
 HY0630  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY0630  DYNAMIC HT  -         182.068 (meters)     597.33  (feet)  COMP
 HY0630  MODELED GRAV-     979,954.7   (mgal)                       NAVD 88
 HY0630
 HY0630  VERT ORDER  -  SECOND    CLASS 0
 HY0630
 HY0630.The horizontal coordinates were scaled from a topographic map and have
 HY0630.an estimated accuracy of +/- 6 seconds.
 HY0630
 HY0630.The orthometric height was determined by differential leveling
 HY0630.and adjusted by the National Geodetic Survey in June 1991..
 HY0630
 HY0630.The geoid height was determined by GEOID03.
 HY0630
 HY0630.The dynamic height is computed by dividing the NAVD 88
 HY0630.geopotential number by the normal gravity value computed on the
 HY0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0630.degrees latitude (g = 980.6199 gals.).
 HY0630
 HY0630.The modeled gravity was interpolated from observed gravity values.
 HY0630
 HY0630;                    North         East    Units  Estimated Accuracy
 HY0630;SPC WV S     -   164,130.      494,030.      MT  (+/- 180 meters Scaled)
 HY0630
 HY0630                          SUPERSEDED SURVEY CONTROL
 HY0630
 HY0630  NGVD 29 (??/??/92)  182.372  (m)          598.33   (f) ADJ UNCH    2 0
 HY0630
 HY0630.Superseded values are not recommended for survey control.
 HY0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0630.See file dsdata.txt to determine how the superseded data were derived.
 HY0630
 HY0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC940589(NAD 83)
 HY0630_MARKER: DB = BENCH MARK DISK
 HY0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0630_SP_SET: CULVERT
 HY0630_STAMPING: Y 116 1956
 HY0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0630
 HY0630  HISTORY     - Date     Condition        Report By
 HY0630  HISTORY     - 1956     MONUMENTED       CGS
 HY0630
 HY0630                          STATION DESCRIPTION
 HY0630
 HY0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0630'3.9 MI NW FROM YATES.
 HY0630'ABOUT 0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 HY0630'OF THE CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 1.45
 HY0630'MILES WEST ALONG A GRAVEL AND BLACK TOP ROAD, THENCE ABOUT 2.1
 HY0630'MILES NORTH ALONG A BLACK-TOP ROAD, ABOUT 0.85 MILE SOUTH OF BEULAH
 HY0630'ANN BAPTIST CHURCH, IN THE TOP OF NORTHWEST END OF SOUTHWEST CONCRETE
 HY0630'HEAD WALL OF A 5-FOOT CONCRETE AND STONE CULVERT, 14 FEET SOUTHWEST
 HY0630'OF CENTER LINE OF ROAD AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0444 ***********************************************************************
 HY0444  DESIGNATION -  Y 117
 HY0444  PID         -  HY0444
 HY0444  STATE/COUNTY-  WV/CABELL
 HY0444  USGS QUAD   -  BARBOURSVILLE (1985)
 HY0444
 HY0444                         *CURRENT SURVEY CONTROL
 HY0444  ___________________________________________________________________
 HY0444* NAD 83(1986)-  38 24 45.     (N)    082 22 09.     (W)     SCALED    
 HY0444* NAVD 88     -       169.121  (meters)     554.86   (feet)  ADJUSTED  
 HY0444  ___________________________________________________________________
 HY0444  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HY0444  DYNAMIC HT  -         169.007 (meters)     554.48  (feet)  COMP
 HY0444  MODELED GRAV-     979,950.9   (mgal)                       NAVD 88
 HY0444
 HY0444  VERT ORDER  -  FIRST     CLASS II
 HY0444
 HY0444.The horizontal coordinates were scaled from a topographic map and have
 HY0444.an estimated accuracy of +/- 6 seconds.
 HY0444
 HY0444.The orthometric height was determined by differential leveling
 HY0444.and adjusted by the National Geodetic Survey in June 1991..
 HY0444
 HY0444.The geoid height was determined by GEOID03.
 HY0444
 HY0444.The dynamic height is computed by dividing the NAVD 88
 HY0444.geopotential number by the normal gravity value computed on the
 HY0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0444.degrees latitude (g = 980.6199 gals.).
 HY0444
 HY0444.The modeled gravity was interpolated from observed gravity values.
 HY0444
 HY0444;                    North         East    Units  Estimated Accuracy
 HY0444;SPC WV S     -   157,660.      480,430.      MT  (+/- 180 meters Scaled)
 HY0444
 HY0444                          SUPERSEDED SURVEY CONTROL
 HY0444
 HY0444  NGVD 29 (??/??/92)  169.309  (m)          555.47   (f) ADJ UNCH    1 2
 HY0444
 HY0444.Superseded values are not recommended for survey control.
 HY0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0444.See file dsdata.txt to determine how the superseded data were derived.
 HY0444
 HY0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC804524(NAD 83)
 HY0444_MARKER: DB = BENCH MARK DISK
 HY0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0444_SP_SET: FLOOD WALL
 HY0444_STAMPING: Y 117 1956
 HY0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0444
 HY0444  HISTORY     - Date     Condition        Report By
 HY0444  HISTORY     - 1956     MONUMENTED       CGS
 HY0444
 HY0444                          STATION DESCRIPTION
 HY0444
 HY0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0444'2.2 MI SE FROM GUYANDOT.
 HY0444'AT GUYANDOT, ABOUT 2.2 MILES SOUTHEAST ALONG RIVERSIDE DRIVE
 HY0444'FROM STATE HIGHWAY 2 BRIDGE OVER GUYANDOT RIVER, AT JUNCTION OF
 HY0444'CENTER LINE OF RIVERSIDE DRIVE AND HIGH STREET, SET VERTICALLY
 HY0444'IN NORTH FACE OF FLOOD WALL, 11 FEET SOUTH OF CENTER LINE OF
 HY0444'RIVERSIDE DRIVE, IN LINE WITH EXTENDED CENTER LINE OF HIGH
 HY0444'STREET AND 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0225 ***********************************************************************
 HY0225  DESIGNATION -  Y 118
 HY0225  PID         -  HY0225
 HY0225  STATE/COUNTY-  WV/MASON
 HY0225  USGS QUAD   -  GLENWOOD (1990)
 HY0225
 HY0225                         *CURRENT SURVEY CONTROL
 HY0225  ___________________________________________________________________
 HY0225* NAD 83(1986)-  38 34 35.     (N)    082 10 29.     (W)     SCALED    
 HY0225* NAVD 88     -       188.064  (meters)     617.01   (feet)  POSTED    
 HY0225  ___________________________________________________________________
 HY0225  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HY0225  DYNAMIC HT  -         187.940 (meters)     616.60  (feet)  COMP
 HY0225  MODELED GRAV-     979,966.4   (mgal)                       NAVD 88
 HY0225
 HY0225  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0225
 HY0225.The horizontal coordinates were scaled from a topographic map and have
 HY0225.an estimated accuracy of +/- 6 seconds.
 HY0225
 HY0225.The orthometric height was determined by differential leveling
 HY0225.and adjusted by the National Geodetic Survey in 1992..
 HY0225.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0225.rate of 0.0 thru 1.0 mm/km.
 HY0225
 HY0225.The geoid height was determined by GEOID03.
 HY0225
 HY0225.The dynamic height is computed by dividing the NAVD 88
 HY0225.geopotential number by the normal gravity value computed on the
 HY0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0225.degrees latitude (g = 980.6199 gals.).
 HY0225
 HY0225.The modeled gravity was interpolated from observed gravity values.
 HY0225
 HY0225;                    North         East    Units  Estimated Accuracy
 HY0225;SPC WV S     -   175,610.      497,640.      MT  (+/- 180 meters Scaled)
 HY0225
 HY0225                          SUPERSEDED SURVEY CONTROL
 HY0225
 HY0225  NGVD 29 (??/??/92)  188.25   (m)          617.6    (f) COMPUTED    2 0
 HY0225
 HY0225.Superseded values are not recommended for survey control.
 HY0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0225.See file dsdata.txt to determine how the superseded data were derived.
 HY0225
 HY0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC976704(NAD 83)
 HY0225_MARKER: DB = BENCH MARK DISK
 HY0225_SETTING: 66 = SET IN ROCK OUTCROP
 HY0225_SP_SET: ROCK LEDGE
 HY0225_STAMPING: Y 118 1956
 HY0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0225+STABILITY: POSITION/ELEVATION WELL
 HY0225
 HY0225  HISTORY     - Date     Condition        Report By
 HY0225  HISTORY     - 1956     MONUMENTED       CGS
 HY0225  HISTORY     - 1976     GOOD             NGS
 HY0225
 HY0225                          STATION DESCRIPTION
 HY0225
 HY0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0225'1.5 MI SE FROM GLENWOOD.
 HY0225'1.5 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HY0225'STATE HIGHWAY 2 AND POST OFFICE AT GLENWOOD, ABOUT 0.4 MILE
 HY0225'EAST-SOUTHEAST OF JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST,
 HY0225'IN THE TOP OF THE NORTHWEST END OF AN OUTCROPPING ROCK LEDGE ABOUT
 HY0225'6 BY 3 FEET, 14 FEET NORTH-NORTHEAST OF CENTER LINE OF ROAD, 98
 HY0225'FEET WEST-NORTHWEST OF NORTHEAST END OF A 30-INCH METAL PIPE
 HY0225'CULVERT UNDER ROAD, 85 FEET NORTHWEST AND ACROSS ROAD FROM THE
 HY0225'CENTER OF A GATE ACROSS A DRIVE LEADING SOUTH-SOUTHWEST TO A
 HY0225'BARN WHICH IS LOCATED ON BANK OF A CREEK AND ABOUT 2 1/2 FEET
 HY0225'ABOVE LEVEL OF ROAD.
 HY0225
 HY0225                          STATION RECOVERY (1976)
 HY0225
 HY0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0220 ***********************************************************************
 HY0220  DESIGNATION -  Y 119
 HY0220  PID         -  HY0220
 HY0220  STATE/COUNTY-  WV/CABELL
 HY0220  USGS QUAD   -  GLENWOOD (1990)
 HY0220
 HY0220                         *CURRENT SURVEY CONTROL
 HY0220  ___________________________________________________________________
 HY0220* NAD 83(1986)-  38 31 29.     (N)    082 08 23.     (W)     SCALED    
 HY0220* NAVD 88     -       185.740  (meters)     609.38   (feet)  POSTED    
 HY0220  ___________________________________________________________________
 HY0220  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HY0220  DYNAMIC HT  -         185.610 (meters)     608.96  (feet)  COMP
 HY0220  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 HY0220
 HY0220  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0220
 HY0220.The horizontal coordinates were scaled from a topographic map and have
 HY0220.an estimated accuracy of +/- 6 seconds.
 HY0220
 HY0220.The orthometric height was determined by differential leveling
 HY0220.and adjusted by the National Geodetic Survey in 1992..
 HY0220.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0220.rate of 0.0 thru 1.0 mm/km.
 HY0220
 HY0220.The geoid height was determined by GEOID03.
 HY0220
 HY0220.The dynamic height is computed by dividing the NAVD 88
 HY0220.geopotential number by the normal gravity value computed on the
 HY0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0220.degrees latitude (g = 980.6199 gals.).
 HY0220
 HY0220.The modeled gravity was interpolated from observed gravity values.
 HY0220
 HY0220;                    North         East    Units  Estimated Accuracy
 HY0220;SPC WV S     -   169,840.      500,620.      MT  (+/- 180 meters Scaled)
 HY0220
 HY0220                          SUPERSEDED SURVEY CONTROL
 HY0220
 HY0220  NGVD 29 (??/??/92)  185.922  (m)          609.98   (f) ADJ UNCH    2 0
 HY0220
 HY0220.Superseded values are not recommended for survey control.
 HY0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0220.See file dsdata.txt to determine how the superseded data were derived.
 HY0220
 HY0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC006646(NAD 83)
 HY0220_MARKER: DB = BENCH MARK DISK
 HY0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0220_SP_SET: CULVERT
 HY0220_STAMPING: Y 119 1956
 HY0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0220
 HY0220  HISTORY     - Date     Condition        Report By
 HY0220  HISTORY     - 1956     MONUMENTED       CGS
 HY0220
 HY0220                          STATION DESCRIPTION
 HY0220
 HY0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0220'7.7 MI SE FROM GLENWOOD.
 HY0220'4.05 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE
 HY0220'HIGHWAY 2 AND POST OFFICE AT GLENWOOD, THENCE ABOUT 1.65 MILES
 HY0220'SOUTHWEST AND SOUTH ALONG A DIRT ROAD, THENCE ABOUT 0.85 MILE
 HY0220'SOUTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 1.15 MILES SOUTH ALONG
 HY0220'A DIRT ROAD, AT THE JUNCTION OF A ROAD SOUTHEAST, IN THE TOP
 HY0220'OF THE NORTHEAST END OF SOUTHEAST CONCRETE HEAD WALL OF A
 HY0220'6-FOOT CONCRETE BOX CULVERT, 11 FEET SOUTHEAST OF CENTER LINE OF
 HY0220'ROAD, 147 FEET SOUTHWEST AND ACROSS ROAD SOUTHEAST FROM WEST
 HY0220'CORNER OF SHELBY EDMONDS RESIDENCE, 23 FEET SOUTHWEST OF CENTER
 HY0220'LINE OF ROAD SOUTHEAST, 1 FOOT SOUTHWEST OF NORTHEAST END OF
 HY0220'HEAD WALL AND 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0994 ***********************************************************************
 HX0994  DESIGNATION -  Y 12
 HX0994  PID         -  HX0994
 HX0994  STATE/COUNTY-  WV/WEBSTER
 HX0994  USGS QUAD   -  COWEN (1995)
 HX0994
 HX0994                         *CURRENT SURVEY CONTROL
 HX0994  ___________________________________________________________________
 HX0994* NAD 83(1986)-  38 29 30.     (N)    080 34 23.     (W)     SCALED    
 HX0994* NAVD 88     -       479.138  (meters)    1571.97   (feet)  ADJUSTED  
 HX0994  ___________________________________________________________________
 HX0994  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 HX0994  DYNAMIC HT  -         478.785 (meters)    1570.81  (feet)  COMP
 HX0994  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 HX0994
 HX0994  VERT ORDER  -  SECOND    CLASS 0
 HX0994
 HX0994.The horizontal coordinates were scaled from a topographic map and have
 HX0994.an estimated accuracy of +/- 6 seconds.
 HX0994
 HX0994.The orthometric height was determined by differential leveling
 HX0994.and adjusted by the National Geodetic Survey in June 1991..
 HX0994
 HX0994.The geoid height was determined by GEOID03.
 HX0994
 HX0994.The dynamic height is computed by dividing the NAVD 88
 HX0994.geopotential number by the normal gravity value computed on the
 HX0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0994.degrees latitude (g = 980.6199 gals.).
 HX0994
 HX0994.The modeled gravity was interpolated from observed gravity values.
 HX0994
 HX0994;                    North         East    Units  Estimated Accuracy
 HX0994;SPC WV S     -   165,650.      637,250.      MT  (+/- 180 meters Scaled)
 HX0994
 HX0994                          SUPERSEDED SURVEY CONTROL
 HX0994
 HX0994  NGVD 29 (??/??/92)  479.299  (m)         1572.50   (f) ADJ UNCH    2 0
 HX0994
 HX0994.Superseded values are not recommended for survey control.
 HX0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0994.See file dsdata.txt to determine how the superseded data were derived.
 HX0994
 HX0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC372604(NAD 83)
 HX0994_MARKER: DB = BENCH MARK DISK
 HX0994_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0994_SP_SET: BRIDGE
 HX0994_STAMPING: Y 12 1933
 HX0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX0994+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2002
 HX0994
 HX0994  HISTORY     - Date     Condition        Report By
 HX0994  HISTORY     - 1933     MONUMENTED       CGS
 HX0994  HISTORY     - 1962     GOOD             NGS
 HX0994  HISTORY     - 20021125 GOOD             GREOMA
 HX0994
 HX0994                          STATION DESCRIPTION
 HX0994
 HX0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0994'2.3 MI SE FROM ERBACON.
 HX0994'ABOUT 2.3 MILES SOUTH AND SOUTHEAST ALONG THE BALTIMORE AND
 HX0994'OHIO RAILROAD FROM THE POST OFFICE AT ERBACON, 70 FEET SOUTH
 HX0994'OF SOUTH CORNER OF SMALL FRAME STORE, 29 FEET SOUTHWEST OF CENTER
 HX0994'LINE OF BLACK TOP ROAD, 19 FEET SOUTH OF TELEPHONE POLE, 9
 HX0994'FEET NORTHEAST OF NORTHEAST RAIL, ABOUT 5 FEET BELOW LEVEL OF
 HX0994'TRACKS, AND SET ON TOP OF NORTHEAST END OF NORTHWEST SEAT OF
 HX0994'BRIDGE 1088 OVER LAUREL CREEK.
 HX0994
 HX0994                          STATION RECOVERY (2002)
 HX0994
 HX0994'RECOVERY NOTE BY GREENHORNE-OMARA 2002 (TDT)
 HX0994'STORE IS GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0933 ***********************************************************************
 KY0933  DESIGNATION -  Y 120
 KY0933  PID         -  KY0933
 KY0933  STATE/COUNTY-  WV/BROOKE
 KY0933  USGS QUAD   -  TILTONSVILLE (1985)
 KY0933
 KY0933                         *CURRENT SURVEY CONTROL
 KY0933  ___________________________________________________________________
 KY0933* NAD 83(1986)-  40 11 51.     (N)    080 39 55.     (W)     SCALED    
 KY0933* NAVD 88     -       202.004  (meters)     662.74   (feet)  ADJUSTED  
 KY0933  ___________________________________________________________________
 KY0933  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KY0933  DYNAMIC HT  -         201.897 (meters)     662.39  (feet)  COMP
 KY0933  MODELED GRAV-     980,091.2   (mgal)                       NAVD 88
 KY0933
 KY0933  VERT ORDER  -  FIRST     CLASS II
 KY0933
 KY0933.The horizontal coordinates were scaled from a topographic map and have
 KY0933.an estimated accuracy of +/- 6 seconds.
 KY0933
 KY0933.The orthometric height was determined by differential leveling
 KY0933.and adjusted by the National Geodetic Survey in June 1991..
 KY0933.WARNING-Repeat measurements at this control monument indicate possible
 KY0933.vertical movement.
 KY0933
 KY0933.The geoid height was determined by GEOID03.
 KY0933
 KY0933.The dynamic height is computed by dividing the NAVD 88
 KY0933.geopotential number by the normal gravity value computed on the
 KY0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0933.degrees latitude (g = 980.6199 gals.).
 KY0933
 KY0933.The modeled gravity was interpolated from observed gravity values.
 KY0933
 KY0933;                    North         East    Units  Estimated Accuracy
 KY0933;SPC WV N     -   189,100.      500,780.      MT  (+/- 180 meters Scaled)
 KY0933
 KY0933                          SUPERSEDED SURVEY CONTROL
 KY0933
 KY0933  NGVD 29 (??/??/92)  202.139  (m)          663.18   (f) ADJ UNCH    1 2
 KY0933
 KY0933.Superseded values are not recommended for survey control.
 KY0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0933.See file dsdata.txt to determine how the superseded data were derived.
 KY0933
 KY0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE284497(NAD 83)
 KY0933_MARKER: DB = BENCH MARK DISK
 KY0933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0933_SP_SET: BRIDGE
 KY0933_STAMPING: Y 120 1957
 KY0933_MARK LOGO: CGS   
 KY0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0933
 KY0933  HISTORY     - Date     Condition        Report By
 KY0933  HISTORY     - 1957     MONUMENTED       CGS
 KY0933  HISTORY     - 1983     GOOD             NGS
 KY0933
 KY0933                          STATION DESCRIPTION
 KY0933
 KY0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0933'1.2 MI N FROM SHORT CREEK.
 KY0933'ABOUT 1.2 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0933'BRIDGE OVER SHORT CREEK AT SHORT CREEK, 44 YARDS SOUTH OF MILE
 KY0933'POST 14, 5 1/2 FEET WEST OF WEST RAIL, IN THE TOP OF THE STONE
 KY0933'MASONRY BACK WALL OF NORTH STONE MASONRY ABUTMENT OF SMALL STEEL
 KY0933'BRIDGE NO. 14.03 OVER A SMALL CREEK BRANCH AND ABOUT 2 FEET BELOW
 KY0933'LEVEL OF TRACK.
 KY0933
 KY0933                          STATION RECOVERY (1983)
 KY0933
 KY0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0899 ***********************************************************************
 KY0899  DESIGNATION -  Y 121
 KY0899  PID         -  KY0899
 KY0899  STATE/COUNTY-  WV/MARSHALL
 KY0899  USGS QUAD   -  WHEELING (1994)
 KY0899
 KY0899                         *CURRENT SURVEY CONTROL
 KY0899  ___________________________________________________________________
 KY0899* NAD 83(1986)-  40 00 47.     (N)    080 39 09.     (W)     SCALED    
 KY0899* NAVD 88     -       217.244  (meters)     712.74   (feet)  ADJUSTED  
 KY0899  ___________________________________________________________________
 KY0899  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY0899  DYNAMIC HT  -         217.119 (meters)     712.33  (feet)  COMP
 KY0899  MODELED GRAV-     980,046.2   (mgal)                       NAVD 88
 KY0899
 KY0899  VERT ORDER  -  SECOND    CLASS 0
 KY0899
 KY0899.The horizontal coordinates were scaled from a topographic map and have
 KY0899.an estimated accuracy of +/- 6 seconds.
 KY0899
 KY0899.The orthometric height was determined by differential leveling
 KY0899.and adjusted by the National Geodetic Survey in June 1991..
 KY0899
 KY0899.The geoid height was determined by GEOID03.
 KY0899
 KY0899.The dynamic height is computed by dividing the NAVD 88
 KY0899.geopotential number by the normal gravity value computed on the
 KY0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0899.degrees latitude (g = 980.6199 gals.).
 KY0899
 KY0899.The modeled gravity was interpolated from observed gravity values.
 KY0899
 KY0899;                    North         East    Units  Estimated Accuracy
 KY0899;SPC WV N     -   168,610.      501,610.      MT  (+/- 180 meters Scaled)
 KY0899
 KY0899                          SUPERSEDED SURVEY CONTROL
 KY0899
 KY0899  NGVD 29 (??/??/92)  217.392  (m)          713.23   (f) ADJ UNCH    2 0
 KY0899
 KY0899.Superseded values are not recommended for survey control.
 KY0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0899.See file dsdata.txt to determine how the superseded data were derived.
 KY0899
 KY0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE296292(NAD 83)
 KY0899_MARKER: DB = BENCH MARK DISK
 KY0899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0899_SP_SET: WING WALL
 KY0899_STAMPING: Y 121 1957
 KY0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0899
 KY0899  HISTORY     - Date     Condition        Report By
 KY0899  HISTORY     - 1957     MONUMENTED       CGS
 KY0899
 KY0899                          STATION DESCRIPTION
 KY0899
 KY0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0899'2.6 MI S FROM ELM GROVE.
 KY0899'ABOUT 2.55 MILES SOUTH ALONG A BLACK TOP ROAD FOLLOWING WHEELING
 KY0899'CREEK FROM THE PUBLIC SCHOOL AT ELM GROVE, IN THE TOP OF THE
 KY0899'SOUTHWEST END OF NORTHEAST CONCRETE WING WALL OF A 25-FOOT
 KY0899'CONCRETE BRIDGE OVER BRITT RUN, 14 FEET EAST OF CENTER LINE
 KY0899'OF ROAD, 2 FEET NORTHEAST OF NORTH END OF CONCRETE BANISTER
 KY0899'AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0746 ***********************************************************************
 JX0746  DESIGNATION -  Y 123
 JX0746  PID         -  JX0746
 JX0746  STATE/COUNTY-  WV/MARSHALL
 JX0746  USGS QUAD   -  MAJORSVILLE (1988)
 JX0746
 JX0746                         *CURRENT SURVEY CONTROL
 JX0746  ___________________________________________________________________
 JX0746* NAD 83(1986)-  39 54 37.     (N)    080 37 18.     (W)     SCALED    
 JX0746* NAVD 88     -       409.989  (meters)    1345.11   (feet)  ADJUSTED  
 JX0746  ___________________________________________________________________
 JX0746  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JX0746  DYNAMIC HT  -         409.749 (meters)    1344.32  (feet)  COMP
 JX0746  MODELED GRAV-     980,026.4   (mgal)                       NAVD 88
 JX0746
 JX0746  VERT ORDER  -  SECOND    CLASS 0
 JX0746
 JX0746.The horizontal coordinates were scaled from a topographic map and have
 JX0746.an estimated accuracy of +/- 6 seconds.
 JX0746
 JX0746.The orthometric height was determined by differential leveling
 JX0746.and adjusted by the National Geodetic Survey in June 1991..
 JX0746
 JX0746.The geoid height was determined by GEOID03.
 JX0746
 JX0746.The dynamic height is computed by dividing the NAVD 88
 JX0746.geopotential number by the normal gravity value computed on the
 JX0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0746.degrees latitude (g = 980.6199 gals.).
 JX0746
 JX0746.The modeled gravity was interpolated from observed gravity values.
 JX0746
 JX0746;                    North         East    Units  Estimated Accuracy
 JX0746;SPC WV N     -   157,170.      504,100.      MT  (+/- 180 meters Scaled)
 JX0746
 JX0746                          SUPERSEDED SURVEY CONTROL
 JX0746
 JX0746  NGVD 29 (??/??/92)  410.130  (m)         1345.57   (f) ADJ UNCH    2 0
 JX0746
 JX0746.Superseded values are not recommended for survey control.
 JX0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0746.See file dsdata.txt to determine how the superseded data were derived.
 JX0746
 JX0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE323178(NAD 83)
 JX0746_MARKER: DB = BENCH MARK DISK
 JX0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0746_SP_SET: CATCH BASIN
 JX0746_STAMPING: Y 123 1957
 JX0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0746
 JX0746  HISTORY     - Date     Condition        Report By
 JX0746  HISTORY     - 1957     MONUMENTED       CGS
 JX0746
 JX0746                          STATION DESCRIPTION
 JX0746
 JX0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0746'0.4 MI SE FROM PLEASANT VALLEY.
 JX0746'ABOUT 0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE METHODIST
 JX0746'CHURCH AT PLEASANT VALLEY, AT THE JUNCTION OF A GRAVEL ROAD SOUTH
 JX0746'AND UPHILL, 28 FEET SOUTH-SOUTHWEST OF CENTER LINE OF HIGHWAY 250,
 JX0746'34 FEET WEST OF CENTER LINE OF ROAD SOUTH, 122 1/2 FEET
 JX0746'WEST-NORTHWEST AND ACROSS ROAD SOUTH FROM THE NORTHWEST CORNER
 JX0746'OF A SCHOOL BUILDING, IN THE TOP OF EAST END OF CONCRETE BACK WALL
 JX0746'OF A CONCRETE CATCH BASIN FOR A 15-INCH PIPE CULVERT UNDER
 JX0746'HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0768 ***********************************************************************
 JX0768  DESIGNATION -  Y 124
 JX0768  PID         -  JX0768
 JX0768  STATE/COUNTY-  WV/MARSHALL
 JX0768  USGS QUAD   -  MAJORSVILLE (1988)
 JX0768
 JX0768                         *CURRENT SURVEY CONTROL
 JX0768  ___________________________________________________________________
 JX0768* NAD 83(1986)-  39 57 16.     (N)    080 32 22.     (W)     SCALED    
 JX0768* NAVD 88     -       251.744  (meters)     825.93   (feet)  ADJUSTED  
 JX0768  ___________________________________________________________________
 JX0768  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JX0768  DYNAMIC HT  -         251.595 (meters)     825.44  (feet)  COMP
 JX0768  MODELED GRAV-     980,028.5   (mgal)                       NAVD 88
 JX0768
 JX0768  VERT ORDER  -  SECOND    CLASS 0
 JX0768
 JX0768.The horizontal coordinates were scaled from a topographic map and have
 JX0768.an estimated accuracy of +/- 6 seconds.
 JX0768
 JX0768.The orthometric height was determined by differential leveling
 JX0768.and adjusted by the National Geodetic Survey in June 1991..
 JX0768
 JX0768.The geoid height was determined by GEOID03.
 JX0768
 JX0768.The dynamic height is computed by dividing the NAVD 88
 JX0768.geopotential number by the normal gravity value computed on the
 JX0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0768.degrees latitude (g = 980.6199 gals.).
 JX0768
 JX0768.The modeled gravity was interpolated from observed gravity values.
 JX0768
 JX0768;                    North         East    Units  Estimated Accuracy
 JX0768;SPC WV N     -   161,990.      511,190.      MT  (+/- 180 meters Scaled)
 JX0768
 JX0768                          SUPERSEDED SURVEY CONTROL
 JX0768
 JX0768  NGVD 29 (??/??/92)  251.883  (m)          826.39   (f) ADJ UNCH    2 0
 JX0768
 JX0768.Superseded values are not recommended for survey control.
 JX0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0768.See file dsdata.txt to determine how the superseded data were derived.
 JX0768
 JX0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE393228(NAD 83)
 JX0768_MARKER: DB = BENCH MARK DISK
 JX0768_SETTING: 66 = SET IN ROCK OUTCROP
 JX0768_SP_SET: ROCK CUT
 JX0768_STAMPING: Y 124 1957
 JX0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0768+STABILITY: POSITION/ELEVATION WELL
 JX0768
 JX0768  HISTORY     - Date     Condition        Report By
 JX0768  HISTORY     - 1957     MONUMENTED       CGS
 JX0768
 JX0768                          STATION DESCRIPTION
 JX0768
 JX0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0768'2 MI N FROM CALIS.
 JX0768'ABOUT 2.05 MILES NORTH ALONG A GRAVEL ROAD LEADING TO MAJORSVILLE
 JX0768'FROM MOUNT HOPE CHURCH AND CEMETERY AT CALIS, AT THE JUNCTION OF
 JX0768'A ROAD NORTHWEST ALONG WHEELING CREEK, 299 FEET NORTHWEST ALONG
 JX0768'ROAD ALONG WHEELING CREEK FROM CENTER OF JUNCTION, 20 1/2 FEET
 JX0768'NORTHEAST OF CENTER LINE OF ROAD NORTHWEST, SET VERTICALLY IN
 JX0768'THE CENTER OF THE SOUTHWEST FACE OF A 2-FOOT THICK AND 12-FOOT
 JX0768'WIDE EXPOSED LAYER OF ROCK IN A CUT, AND 4 1/2 FEET ABOVE LEVEL
 JX0768'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0543 ***********************************************************************
 JX0543  DESIGNATION -  Y 125
 JX0543  PID         -  JX0543
 JX0543  STATE/COUNTY-  WV/WETZEL
 JX0543  USGS QUAD   -  LITTLETON (1976)
 JX0543
 JX0543                         *CURRENT SURVEY CONTROL
 JX0543  ___________________________________________________________________
 JX0543* NAD 83(1986)-  39 42 52.     (N)    080 36 18.     (W)     SCALED    
 JX0543* NAVD 88     -       419.995  (meters)    1377.93   (feet)  POSTED    
 JX0543  ___________________________________________________________________
 JX0543  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JX0543  DYNAMIC HT  -         419.750 (meters)    1377.13  (feet)  COMP
 JX0543  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 JX0543
 JX0543  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JX0543
 JX0543.The horizontal coordinates were scaled from a topographic map and have
 JX0543.an estimated accuracy of +/- 6 seconds.
 JX0543
 JX0543.The orthometric height was determined by differential leveling
 JX0543.and adjusted by the National Geodetic Survey in 1992..
 JX0543.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JX0543.rate of 3.1 thru 4.0 mm/km.
 JX0543
 JX0543.The geoid height was determined by GEOID03.
 JX0543
 JX0543.The dynamic height is computed by dividing the NAVD 88
 JX0543.geopotential number by the normal gravity value computed on the
 JX0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0543.degrees latitude (g = 980.6199 gals.).
 JX0543
 JX0543.The modeled gravity was interpolated from observed gravity values.
 JX0543
 JX0543;                    North         East    Units  Estimated Accuracy
 JX0543;SPC WV N     -   135,410.      505,260.      MT  (+/- 180 meters Scaled)
 JX0543
 JX0543                          SUPERSEDED SURVEY CONTROL
 JX0543
 JX0543  NGVD 29 (??/??/92)  420.134  (m)         1378.39   (f) ADJ UNCH    2 0
 JX0543
 JX0543.Superseded values are not recommended for survey control.
 JX0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0543.See file dsdata.txt to determine how the superseded data were derived.
 JX0543
 JX0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND338961(NAD 83)
 JX0543_MARKER: DB = BENCH MARK DISK
 JX0543_SETTING: 66 = SET IN ROCK OUTCROP
 JX0543_SP_SET: ROCK CUT
 JX0543_STAMPING: Y 125 1957
 JX0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0543+STABILITY: POSITION/ELEVATION WELL
 JX0543
 JX0543  HISTORY     - Date     Condition        Report By
 JX0543  HISTORY     - 1957     MONUMENTED       CGS
 JX0543
 JX0543                          STATION DESCRIPTION
 JX0543
 JX0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0543'2.6 MI NE FROM SILVER HILL.
 JX0543'ABOUT 2.55 MILES NORTHEAST ALONG STATE HIGHWAY 89 FROM THE BRIDGE
 JX0543'OVER LAUREL RUN AND POST OFFICE AT SILVER HILL, ABOUT 0.5 MILE
 JX0543'SOUTHWEST OF THE WETZEL-MARSHALL COUNTY LINE, ABOUT 0.15 MILE
 JX0543'SOUTHWEST OF A HOUSE, ABOUT 0.1 MILE SOUTHWEST OF A BARN, SET
 JX0543'VERTICALLY IN NORTHWEST FACE OF A ROCK CUT, 100.0 FEET SOUTHWEST
 JX0543'OF SOUTHEAST END OF AN 18-INCH PIPE CULVERT UNDER HIGHWAY, 14 1/2
 JX0543'FEET SOUTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT 2 1/2 FEET
 JX0543'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0562 ***********************************************************************
 JX0562  DESIGNATION -  Y 126
 JX0562  PID         -  JX0562
 JX0562  STATE/COUNTY-  WV/MARSHALL
 JX0562  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0562
 JX0562                         *CURRENT SURVEY CONTROL
 JX0562  ___________________________________________________________________
 JX0562* NAD 83(1986)-  39 43 29.     (N)    080 45 29.     (W)     SCALED    
 JX0562* NAVD 88     -       410.465  (meters)    1346.67   (feet)  ADJUSTED  
 JX0562  ___________________________________________________________________
 JX0562  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JX0562  DYNAMIC HT  -         410.233 (meters)    1345.91  (feet)  COMP
 JX0562  MODELED GRAV-     980,048.1   (mgal)                       NAVD 88
 JX0562
 JX0562  VERT ORDER  -  SECOND    CLASS 0
 JX0562
 JX0562.The horizontal coordinates were scaled from a topographic map and have
 JX0562.an estimated accuracy of +/- 6 seconds.
 JX0562
 JX0562.The orthometric height was determined by differential leveling
 JX0562.and adjusted by the National Geodetic Survey in June 1991..
 JX0562
 JX0562.The geoid height was determined by GEOID03.
 JX0562
 JX0562.The dynamic height is computed by dividing the NAVD 88
 JX0562.geopotential number by the normal gravity value computed on the
 JX0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0562.degrees latitude (g = 980.6199 gals.).
 JX0562
 JX0562.The modeled gravity was interpolated from observed gravity values.
 JX0562
 JX0562;                    North         East    Units  Estimated Accuracy
 JX0562;SPC WV N     -   136,720.      492,150.      MT  (+/- 180 meters Scaled)
 JX0562
 JX0562                          SUPERSEDED SURVEY CONTROL
 JX0562
 JX0562  NGVD 29 (??/??/92)  410.628  (m)         1347.20   (f) ADJ UNCH    2 0
 JX0562
 JX0562.Superseded values are not recommended for survey control.
 JX0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0562.See file dsdata.txt to determine how the superseded data were derived.
 JX0562
 JX0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND207972(NAD 83)
 JX0562_MARKER: DB = BENCH MARK DISK
 JX0562_SETTING: 66 = SET IN ROCK OUTCROP
 JX0562_SP_SET: ROCK CUT
 JX0562_STAMPING: Y 126 1957
 JX0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0562+STABILITY: POSITION/ELEVATION WELL
 JX0562
 JX0562  HISTORY     - Date     Condition        Report By
 JX0562  HISTORY     - 1957     MONUMENTED       CGS
 JX0562  HISTORY     - 1983     GOOD             NGS
 JX0562
 JX0562                          STATION DESCRIPTION
 JX0562
 JX0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0562'2.4 MI SE FROM FAIRVIEW.
 JX0562'ABOUT 2.4 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 JX0562'SCHOOL AND CROSSROAD AT FAIRVIEW, ABOUT 0.6 MILE SOUTHEAST OF
 JX0562'A CONCRETE BLOCK SCHOOL BUILDING, 0.25 MILE NORTHWEST OF A ROAD
 JX0562'JUNCTION AND A LARGE TWO-STORY FRAME HOUSE, 0.05 MILE EAST OF A
 JX0562'2-STORY HOUSE AND SERVICE STATION, SET VERTICALLY IN THE NORTH
 JX0562'FACE OF A ROCK CUT, 40 FEET WEST OF SOUTH END OF AN 18-INCH
 JX0562'PIPE CULVERT UNDER ROAD, 14 FEET SOUTH OF CENTER LINE OF ROAD
 JX0562'AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
 JX0562
 JX0562                          STATION RECOVERY (1983)
 JX0562
 JX0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0714 ***********************************************************************
 JX0714  DESIGNATION -  Y 127
 JX0714  PID         -  JX0714
 JX0714  STATE/COUNTY-  WV/MARSHALL
 JX0714  USGS QUAD   -  POWHATAN POINT (1984)
 JX0714
 JX0714                         *CURRENT SURVEY CONTROL
 JX0714  ___________________________________________________________________
 JX0714* NAD 83(1986)-  39 48 08.     (N)    080 46 03.     (W)     SCALED    
 JX0714* NAVD 88     -       207.433  (meters)     680.55   (feet)  ADJUSTED  
 JX0714  ___________________________________________________________________
 JX0714  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JX0714  DYNAMIC HT  -         207.318 (meters)     680.18  (feet)  COMP
 JX0714  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 JX0714
 JX0714  VERT ORDER  -  SECOND    CLASS 0
 JX0714
 JX0714.The horizontal coordinates were scaled from a topographic map and have
 JX0714.an estimated accuracy of +/- 6 seconds.
 JX0714
 JX0714.The orthometric height was determined by differential leveling
 JX0714.and adjusted by the National Geodetic Survey in June 1991..
 JX0714
 JX0714.The geoid height was determined by GEOID03.
 JX0714
 JX0714.The dynamic height is computed by dividing the NAVD 88
 JX0714.geopotential number by the normal gravity value computed on the
 JX0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0714.degrees latitude (g = 980.6199 gals.).
 JX0714
 JX0714.The modeled gravity was interpolated from observed gravity values.
 JX0714
 JX0714;                    North         East    Units  Estimated Accuracy
 JX0714;SPC WV N     -   145,340.      491,460.      MT  (+/- 180 meters Scaled)
 JX0714
 JX0714                          SUPERSEDED SURVEY CONTROL
 JX0714
 JX0714  NGVD 29 (??/??/92)  207.577  (m)          681.03   (f) ADJ UNCH    2 0
 JX0714
 JX0714.Superseded values are not recommended for survey control.
 JX0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0714.See file dsdata.txt to determine how the superseded data were derived.
 JX0714
 JX0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE199058(NAD 83)
 JX0714_MARKER: DB = BENCH MARK DISK
 JX0714_SETTING: 80 = SET IN A BOULDER
 JX0714_SP_SET: BOULDER
 JX0714_STAMPING: Y 127 1957
 JX0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0714+STABILITY: SURFACE MOTION
 JX0714
 JX0714  HISTORY     - Date     Condition        Report By
 JX0714  HISTORY     - 1957     MONUMENTED       CGS
 JX0714  HISTORY     - 1983     GOOD             NGS
 JX0714
 JX0714                          STATION DESCRIPTION
 JX0714
 JX0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0714'3.2 MI SE FROM GRAYSVILLE.
 JX0714'ABOUT 3.15 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING FISH
 JX0714'CREEK FROM THE SCHOOL AT GRAYSVILLE, ABOUT 1.2 MILES SOUTHEAST
 JX0714'OF BRIDGE OVER MOUTH OF BIG TRIBBLE CREEK, SET VERTICALLY IN
 JX0714'THE SOUTHEAST FACE OF A LARGE BOULDER IN THE YARD OF BIG ROCK
 JX0714'LODGE (CONCRETE LOWER PART OF FRAME UPPER PART), 20 FEET
 JX0714'NORTHWEST OF CENTER LINE OF ROAD, 35 FEET SOUTHEAST OF EAST
 JX0714'CORNER OF LODGE, 81 FEET NORTHEAST OF CENTER LINE OF DRIVE TO
 JX0714'LODGE AND 3 1/2 FEET ABOVE LEVEL OF ROAD.
 JX0714
 JX0714                          STATION RECOVERY (1983)
 JX0714
 JX0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0610 ***********************************************************************
 JX0610  DESIGNATION -  Y 128
 JX0610  PID         -  JX0610
 JX0610  STATE/COUNTY-  WV/WETZEL
 JX0610  USGS QUAD   -  LITTLETON (1976)
 JX0610
 JX0610                         *CURRENT SURVEY CONTROL
 JX0610  ___________________________________________________________________
 JX0610* NAD 83(1986)-  39 37 33.     (N)    080 36 16.     (W)     SCALED    
 JX0610* NAVD 88     -       301.387  (meters)     988.80   (feet)  ADJUSTED  
 JX0610  ___________________________________________________________________
 JX0610  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JX0610  DYNAMIC HT  -         301.211 (meters)     988.22  (feet)  COMP
 JX0610  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 JX0610
 JX0610  VERT ORDER  -  SECOND    CLASS 0
 JX0610
 JX0610.The horizontal coordinates were scaled from a topographic map and have
 JX0610.an estimated accuracy of +/- 6 seconds.
 JX0610
 JX0610.The orthometric height was determined by differential leveling
 JX0610.and adjusted by the National Geodetic Survey in June 1991..
 JX0610
 JX0610.The geoid height was determined by GEOID03.
 JX0610
 JX0610.The dynamic height is computed by dividing the NAVD 88
 JX0610.geopotential number by the normal gravity value computed on the
 JX0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0610.degrees latitude (g = 980.6199 gals.).
 JX0610
 JX0610.The modeled gravity was interpolated from observed gravity values.
 JX0610
 JX0610;                    North         East    Units  Estimated Accuracy
 JX0610;SPC WV N     -   125,570.      505,180.      MT  (+/- 180 meters Scaled)
 JX0610
 JX0610                          SUPERSEDED SURVEY CONTROL
 JX0610
 JX0610  NGVD 29 (??/??/92)  301.540  (m)          989.30   (f) ADJ UNCH    2 0
 JX0610
 JX0610.Superseded values are not recommended for survey control.
 JX0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0610.See file dsdata.txt to determine how the superseded data were derived.
 JX0610
 JX0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND339863(NAD 83)
 JX0610_MARKER: DB = BENCH MARK DISK
 JX0610_SETTING: 66 = SET IN ROCK OUTCROP
 JX0610_SP_SET: ROCK CUT
 JX0610_STAMPING: Y 128 1957
 JX0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0610+STABILITY: POSITION/ELEVATION WELL
 JX0610
 JX0610  HISTORY     - Date     Condition        Report By
 JX0610  HISTORY     - 1957     MONUMENTED       CGS
 JX0610
 JX0610                          STATION DESCRIPTION
 JX0610
 JX0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0610'3 MI W FROM UNIONTOWN.
 JX0610'ABOUT 2.95 MILES WEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 JX0610'AND ROAD JUNCTION AT UNIONTOWN, ABOUT 0.2 MILE SOUTHWEST OF LONG
 JX0610'VALLEY CHURCH OF CHRIST, ABOUT 0.15 MILE NORTHEAST OF LONG
 JX0610'VALLEY BAPTIST CHURCH, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 JX0610'ROCK CUT, 20 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 2 FEET
 JX0610'ABOVE GROUND AND 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0674 ***********************************************************************
 JX0674  DESIGNATION -  Y 129
 JX0674  PID         -  JX0674
 JX0674  STATE/COUNTY-  WV/WETZEL
 JX0674  USGS QUAD   -  LITTLETON (1976)
 JX0674
 JX0674                         *CURRENT SURVEY CONTROL
 JX0674  ___________________________________________________________________
 JX0674* NAD 83(1986)-  39 37 42.     (N)    080 32 53.     (W)     SCALED    
 JX0674* NAVD 88     -       348.962  (meters)    1144.89   (feet)  ADJUSTED  
 JX0674  ___________________________________________________________________
 JX0674  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JX0674  DYNAMIC HT  -         348.757 (meters)    1144.21  (feet)  COMP
 JX0674  MODELED GRAV-     980,030.8   (mgal)                       NAVD 88
 JX0674
 JX0674  VERT ORDER  -  SECOND    CLASS 0
 JX0674
 JX0674.The horizontal coordinates were scaled from a topographic map and have
 JX0674.an estimated accuracy of +/- 6 seconds.
 JX0674
 JX0674.The orthometric height was determined by differential leveling
 JX0674.and adjusted by the National Geodetic Survey in June 1991..
 JX0674
 JX0674.The geoid height was determined by GEOID03.
 JX0674
 JX0674.The dynamic height is computed by dividing the NAVD 88
 JX0674.geopotential number by the normal gravity value computed on the
 JX0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0674.degrees latitude (g = 980.6199 gals.).
 JX0674
 JX0674.The modeled gravity was interpolated from observed gravity values.
 JX0674
 JX0674;                    North         East    Units  Estimated Accuracy
 JX0674;SPC WV N     -   125,790.      510,030.      MT  (+/- 180 meters Scaled)
 JX0674
 JX0674                          SUPERSEDED SURVEY CONTROL
 JX0674
 JX0674  NGVD 29 (??/??/92)  349.114  (m)         1145.38   (f) ADJ UNCH    2 0
 JX0674
 JX0674.Superseded values are not recommended for survey control.
 JX0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0674.See file dsdata.txt to determine how the superseded data were derived.
 JX0674
 JX0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND387866(NAD 83)
 JX0674_MARKER: DB = BENCH MARK DISK
 JX0674_SETTING: 66 = SET IN ROCK OUTCROP
 JX0674_SP_SET: ROCK CUT
 JX0674_STAMPING: Y 129 1957
 JX0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0674+STABILITY: POSITION/ELEVATION WELL
 JX0674
 JX0674  HISTORY     - Date     Condition        Report By
 JX0674  HISTORY     - 1957     MONUMENTED       CGS
 JX0674
 JX0674                          STATION DESCRIPTION
 JX0674
 JX0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0674'0.8 MI NW FROM KODOL.
 JX0674'ABOUT 0.75 MILE NORTHWEST ALONG A BLACK TOP ROAD LEADING TO
 JX0674'UNIONTOWN FROM THE POST OFFICE AT KODOL, ABOUT 0.55 MILE
 JX0674'SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AND
 JX0674'JUNCTION OF STATE HIGHWAY 7 AT UNIONTOWN, ABOUT 0.1 MILE
 JX0674'NORTHWEST OF JUNCTION OF A ROAD NORTHEAST SET VERTICALLY IN THE
 JX0674'SOUTHWEST FACE OF A PROJECTION OF ROCK IN A CUT, 24 FEET
 JX0674'NORTHEAST OF CENTER LINE OF ROAD, 1 FOOT ABOVE GROUND AND ABOUT
 JX0674'8 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1092 ***********************************************************************
 HX1092  DESIGNATION -  Y 13
 HX1092  PID         -  HX1092
 HX1092  STATE/COUNTY-  WV/NICHOLAS
 HX1092  USGS QUAD   -  GILBOA (1976)
 HX1092
 HX1092                         *CURRENT SURVEY CONTROL
 HX1092  ___________________________________________________________________
 HX1092* NAD 83(1986)-  38 17 01.     (N)    080 58 05.     (W)     SCALED    
 HX1092* NAVD 88     -       362.282  (meters)    1188.59   (feet)  ADJUSTED  
 HX1092  ___________________________________________________________________
 HX1092  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HX1092  DYNAMIC HT  -         362.021 (meters)    1187.73  (feet)  COMP
 HX1092  MODELED GRAV-     979,897.9   (mgal)                       NAVD 88
 HX1092
 HX1092  VERT ORDER  -  SECOND    CLASS 0
 HX1092
 HX1092.The horizontal coordinates were scaled from a topographic map and have
 HX1092.an estimated accuracy of +/- 6 seconds.
 HX1092
 HX1092.The orthometric height was determined by differential leveling
 HX1092.and adjusted by the National Geodetic Survey in June 1991..
 HX1092
 HX1092.The geoid height was determined by GEOID03.
 HX1092
 HX1092.The dynamic height is computed by dividing the NAVD 88
 HX1092.geopotential number by the normal gravity value computed on the
 HX1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1092.degrees latitude (g = 980.6199 gals.).
 HX1092
 HX1092.The modeled gravity was interpolated from observed gravity values.
 HX1092
 HX1092;                    North         East    Units  Estimated Accuracy
 HX1092;SPC WV S     -   142,470.      602,800.      MT  (+/- 180 meters Scaled)
 HX1092
 HX1092                          SUPERSEDED SURVEY CONTROL
 HX1092
 HX1092  NGVD 29 (??/??/92)  362.457  (m)         1189.16   (f) ADJ UNCH    2 0
 HX1092
 HX1092.Superseded values are not recommended for survey control.
 HX1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1092.See file dsdata.txt to determine how the superseded data were derived.
 HX1092
 HX1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC027372(NAD 83)
 HX1092_MARKER: DB = BENCH MARK DISK
 HX1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1092_STAMPING: Y 13 1934
 HX1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1092+STABILITY: SURFACE MOTION
 HX1092
 HX1092  HISTORY     - Date     Condition        Report By
 HX1092  HISTORY     - 1934     MONUMENTED       CGS
 HX1092  HISTORY     - 1961     GOOD             NGS
 HX1092
 HX1092                          STATION DESCRIPTION
 HX1092
 HX1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1092'2.4 MI NE FROM DRENNEN.
 HX1092'ABOUT 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1092'OFFICE AT DRENNEN, 0.3 MILE SOUTHEAST OF THE SALEM BAPTIST
 HX1092'CHURCH, AT THE OUTSIDE OF A CURVE, NEAR THE JUNCTION OF A
 HX1092'DRIVEWAY LEADING WEST TO A ONE STORY FRAME HOUSE WITH ASBESTOS
 HX1092'SIDING, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 57
 HX1092'FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 28 FEET EAST OF THE
 HX1092'SOUTHEAST CORNER OF A ONE CAR GARAGE WITH A SIDE ROOM ON ITS
 HX1092'WEST SIDE, 3 FEET WEST OF THE 4TH MAPLE TREE SOUTH OF THE DRIVE,
 HX1092'4 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 HX1092'CONCRETE POST PROJECTING 7 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0570 ***********************************************************************
 JX0570  DESIGNATION -  Y 130
 JX0570  PID         -  JX0570
 JX0570  STATE/COUNTY-  WV/WETZEL
 JX0570  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0570
 JX0570                         *CURRENT SURVEY CONTROL
 JX0570  ___________________________________________________________________
 JX0570* NAD 83(1986)-  39 38 23.     (N)    080 50 34.     (W)     SCALED    
 JX0570* NAVD 88     -       200.696  (meters)     658.45   (feet)  ADJUSTED  
 JX0570  ___________________________________________________________________
 JX0570  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JX0570  DYNAMIC HT  -         200.582 (meters)     658.08  (feet)  COMP
 JX0570  MODELED GRAV-     980,054.7   (mgal)                       NAVD 88
 JX0570
 JX0570  VERT ORDER  -  FIRST     CLASS II
 JX0570
 JX0570.The horizontal coordinates were scaled from a topographic map and have
 JX0570.an estimated accuracy of +/- 6 seconds.
 JX0570
 JX0570.The orthometric height was determined by differential leveling
 JX0570.and adjusted by the National Geodetic Survey in June 1991..
 JX0570
 JX0570.The geoid height was determined by GEOID03.
 JX0570
 JX0570.The dynamic height is computed by dividing the NAVD 88
 JX0570.geopotential number by the normal gravity value computed on the
 JX0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0570.degrees latitude (g = 980.6199 gals.).
 JX0570
 JX0570.The modeled gravity was interpolated from observed gravity values.
 JX0570
 JX0570;                    North         East    Units  Estimated Accuracy
 JX0570;SPC WV N     -   127,390.      484,750.      MT  (+/- 180 meters Scaled)
 JX0570
 JX0570                          SUPERSEDED SURVEY CONTROL
 JX0570
 JX0570  NGVD 29 (??/??/92)  200.852  (m)          658.96   (f) ADJ UNCH    1 2
 JX0570
 JX0570.Superseded values are not recommended for survey control.
 JX0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0570.See file dsdata.txt to determine how the superseded data were derived.
 JX0570
 JX0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND134877(NAD 83)
 JX0570_MARKER: DB = BENCH MARK DISK
 JX0570_SETTING: 66 = SET IN ROCK OUTCROP
 JX0570_SP_SET: ROCK CUT
 JX0570_STAMPING: Y 130 1957
 JX0570_MARK LOGO: CGS   
 JX0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0570+STABILITY: POSITION/ELEVATION WELL
 JX0570
 JX0570  HISTORY     - Date     Condition        Report By
 JX0570  HISTORY     - 1957     MONUMENTED       CGS
 JX0570  HISTORY     - 1983     GOOD             NGS
 JX0570
 JX0570                          STATION DESCRIPTION
 JX0570
 JX0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0570'0.9 MI E FROM NEW MARTINSVILLE.
 JX0570'ABOUT 0.9 MILE EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 JX0570'STATE HIGHWAYS 2 AND 7 AT NEW MARTINSVILLE, ABOUT 0.15 MILE
 JX0570'WEST OF A 50-FOOT CONCRETE BRIDGE AND A ROAD LEADING NORTHEAST,
 JX0570'ABOUT 50 YARDS EAST OF A DRIVE SOUTH TO A 2-STORY WHITE HOUSE,
 JX0570'SET VERTICALLY IN THE SOUTH FACE OF A ROCK IN A CUT, 18 FEET
 JX0570'NORTH OF CENTER LINE OF ROAD AND ABOUT 2 FEET ABOVE LEVEL OF
 JX0570'ROAD.
 JX0570
 JX0570                          STATION RECOVERY (1983)
 JX0570
 JX0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1057 ***********************************************************************
 JX1057  DESIGNATION -  Y 131
 JX1057  PID         -  JX1057
 JX1057  STATE/COUNTY-  WV/PLEASANTS
 JX1057  USGS QUAD   -  BENS RUN (1994)
 JX1057
 JX1057                         *CURRENT SURVEY CONTROL
 JX1057  ___________________________________________________________________
 JX1057* NAD 83(1986)-  39 22 58.     (N)    081 01 01.     (W)     SCALED    
 JX1057* NAVD 88     -       319.563  (meters)    1048.43   (feet)  ADJUSTED  
 JX1057  ___________________________________________________________________
 JX1057  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JX1057  DYNAMIC HT  -         319.371 (meters)    1047.80  (feet)  COMP
 JX1057  MODELED GRAV-     980,016.3   (mgal)                       NAVD 88
 JX1057
 JX1057  VERT ORDER  -  SECOND    CLASS 0
 JX1057
 JX1057.The horizontal coordinates were scaled from a topographic map and have
 JX1057.an estimated accuracy of +/- 6 seconds.
 JX1057
 JX1057.The orthometric height was determined by differential leveling
 JX1057.and adjusted by the National Geodetic Survey in June 1991..
 JX1057
 JX1057.The geoid height was determined by GEOID03.
 JX1057
 JX1057.The dynamic height is computed by dividing the NAVD 88
 JX1057.geopotential number by the normal gravity value computed on the
 JX1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1057.degrees latitude (g = 980.6199 gals.).
 JX1057
 JX1057.The modeled gravity was interpolated from observed gravity values.
 JX1057
 JX1057;                    North         East    Units  Estimated Accuracy
 JX1057;SPC WV N     -    99,110.      469,320.      MT  (+/- 180 meters Scaled)
 JX1057
 JX1057                          SUPERSEDED SURVEY CONTROL
 JX1057
 JX1057  NGVD 29 (??/??/92)  319.734  (m)         1048.99   (f) ADJ UNCH    2 0
 JX1057
 JX1057.Superseded values are not recommended for survey control.
 JX1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1057.See file dsdata.txt to determine how the superseded data were derived.
 JX1057
 JX1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD985592(NAD 83)
 JX1057_MARKER: DB = BENCH MARK DISK
 JX1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1057_STAMPING: Y 131 1957
 JX1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1057+STABILITY: SURFACE MOTION
 JX1057
 JX1057  HISTORY     - Date     Condition        Report By
 JX1057  HISTORY     - 1957     MONUMENTED       CGS
 JX1057
 JX1057                          STATION DESCRIPTION
 JX1057
 JX1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX1057'2 MI N FROM HEBRON.
 JX1057'ABOUT 1.95 MILES NORTH ALONG A GRAVEL ROAD LEADING TO MEADVILLE
 JX1057'FROM THE ROAD JUNCTION AND METHODIST CHURCH AT HEBRON, ABOUT
 JX1057'2.35 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD LEADING TO
 JX1057'HEBRON FROM JUNCTION OF BLACK TOP ROAD AT MEADVILLE, ABOUT 0.35
 JX1057'MILE NORTHEAST OF JUNCTION OF ROAD WEST, 27 FEET EAST OF CENTER
 JX1057'LINE OF ROAD, 31 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF HEAD
 JX1057'STONE OF GRAVE OF ELIZA - WIFE OF J.C. SMITH - DIED APRIL 1876,
 JX1057'11 FEET EAST-NORTHEAST OF A 20-INCH OAK TREE, 14 FEET
 JX1057'WEST-SOUTHWEST OF SOUTHEAST CORNER OF CEMETERY, 7 FEET SOUTH
 JX1057'OF SOUTH FENCE LINE OF CEMETERY, 2 FEET NORTH OF A WHITE WOODEN
 JX1057'WITNESS POST, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND SET IN THE
 JX1057'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0909 ***********************************************************************
 JX0909  DESIGNATION -  Y 132
 JX0909  PID         -  JX0909
 JX0909  STATE/COUNTY-  WV/RITCHIE
 JX0909  USGS QUAD   -  SCHULTZ (1975)
 JX0909
 JX0909                         *CURRENT SURVEY CONTROL
 JX0909  ___________________________________________________________________
 JX0909* NAD 83(1986)-  39 15 29.     (N)    081 12 38.     (W)     SCALED    
 JX0909* NAVD 88     -       229.379  (meters)     752.55   (feet)  ADJUSTED  
 JX0909  ___________________________________________________________________
 JX0909  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JX0909  DYNAMIC HT  -         229.238 (meters)     752.09  (feet)  COMP
 JX0909  MODELED GRAV-     980,005.3   (mgal)                       NAVD 88
 JX0909
 JX0909  VERT ORDER  -  SECOND    CLASS 0
 JX0909
 JX0909.The horizontal coordinates were scaled from a topographic map and have
 JX0909.an estimated accuracy of +/- 6 seconds.
 JX0909
 JX0909.The orthometric height was determined by differential leveling
 JX0909.and adjusted by the National Geodetic Survey in June 1991..
 JX0909
 JX0909.The geoid height was determined by GEOID03.
 JX0909
 JX0909.The dynamic height is computed by dividing the NAVD 88
 JX0909.geopotential number by the normal gravity value computed on the
 JX0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0909.degrees latitude (g = 980.6199 gals.).
 JX0909
 JX0909.The modeled gravity was interpolated from observed gravity values.
 JX0909
 JX0909;                    North         East    Units  Estimated Accuracy
 JX0909;SPC WV N     -    85,560.      452,380.      MT  (+/- 180 meters Scaled)
 JX0909
 JX0909                          SUPERSEDED SURVEY CONTROL
 JX0909
 JX0909  NGVD 29 (??/??/92)  229.555  (m)          753.13   (f) ADJ UNCH    2 0
 JX0909
 JX0909.Superseded values are not recommended for survey control.
 JX0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0909.See file dsdata.txt to determine how the superseded data were derived.
 JX0909
 JX0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD818454(NAD 83)
 JX0909_MARKER: DB = BENCH MARK DISK
 JX0909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0909_SP_SET: CULVERT
 JX0909_STAMPING: Y 132 1957
 JX0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0909
 JX0909  HISTORY     - Date     Condition        Report By
 JX0909  HISTORY     - 1957     MONUMENTED       CGS
 JX0909
 JX0909                          STATION DESCRIPTION
 JX0909
 JX0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0909'1.8 MI NE FROM NUTTER FARM.
 JX0909'ABOUT 1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION
 JX0909'OF STATE HIGHWAY 31 AT NUTTER FARM, ABOUT 0.5 MILE SOUTHWEST OF
 JX0909'JUNCTION OF BUSHY FORK ROAD LEADING NORTHWEST, IN THE TOP OF THE
 JX0909'SOUTHWEST END OF NORTHWEST HEAD WALL OF AN 8-FOOT CONCRETE BOX
 JX0909'CULVERT UNDER HIGHWAY, 25 FEET NORTHWEST OF CENTER LINE OF
 JX0909'HIGHWAY AND 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0324 ***********************************************************************
 JX0324  DESIGNATION -  Y 133
 JX0324  PID         -  JX0324
 JX0324  STATE/COUNTY-  WV/DODDRIDGE
 JX0324  USGS QUAD   -  SMITHBURG (1976)
 JX0324
 JX0324                         *CURRENT SURVEY CONTROL
 JX0324  ___________________________________________________________________
 JX0324* NAD 83(1986)-  39 21 31.     (N)    080 43 53.     (W)     SCALED    
 JX0324* NAVD 88     -       258.826  (meters)     849.16   (feet)  ADJUSTED  
 JX0324  ___________________________________________________________________
 JX0324  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JX0324  DYNAMIC HT  -         258.670 (meters)     848.65  (feet)  COMP
 JX0324  MODELED GRAV-     980,017.0   (mgal)                       NAVD 88
 JX0324
 JX0324  VERT ORDER  -  SECOND    CLASS 0
 JX0324
 JX0324.The horizontal coordinates were scaled from a topographic map and have
 JX0324.an estimated accuracy of +/- 6 seconds.
 JX0324
 JX0324.The orthometric height was determined by differential leveling
 JX0324.and adjusted by the National Geodetic Survey in June 1991..
 JX0324
 JX0324.The geoid height was determined by GEOID03.
 JX0324
 JX0324.The dynamic height is computed by dividing the NAVD 88
 JX0324.geopotential number by the normal gravity value computed on the
 JX0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0324.degrees latitude (g = 980.6199 gals.).
 JX0324
 JX0324.The modeled gravity was interpolated from observed gravity values.
 JX0324
 JX0324;                    North         East    Units  Estimated Accuracy
 JX0324;SPC WV N     -    96,050.      493,880.      MT  (+/- 180 meters Scaled)
 JX0324
 JX0324                          SUPERSEDED SURVEY CONTROL
 JX0324
 JX0324  NGVD 29 (??/??/92)  258.985  (m)          849.69   (f) ADJ UNCH    2 0
 JX0324
 JX0324.Superseded values are not recommended for survey control.
 JX0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0324.See file dsdata.txt to determine how the superseded data were derived.
 JX0324
 JX0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND231566(NAD 83)
 JX0324_MARKER: DB = BENCH MARK DISK
 JX0324_SETTING: 66 = SET IN ROCK OUTCROP
 JX0324_SP_SET: LEDGE
 JX0324_STAMPING: Y 133 1957
 JX0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0324+STABILITY: POSITION/ELEVATION WELL
 JX0324
 JX0324  HISTORY     - Date     Condition        Report By
 JX0324  HISTORY     - 1957     MONUMENTED       CGS
 JX0324
 JX0324                          STATION DESCRIPTION
 JX0324
 JX0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0324'5.7 MI SE FROM SHIRLEY.
 JX0324'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST
 JX0324'OFFICE AT SHIRLEY, THENCE ABOUT 1.1 MILES SOUTH ALONG A BLACK
 JX0324'TOP ROAD, THENCE ABOUT 2.25 MILES SOUTH ALONG A DIRT ROAD
 JX0324'FOLLOWING LITTLE FLINT RUN, AT CANTON, SET VERTICALLY IN FACE
 JX0324'OF AN OUTCROPPING ROCK LEDGE, 50 FEET EAST OF CENTER LINE OF
 JX0324'ROAD, 98 FEET EAST-NORTHEAST AND ACROSS ROAD FROM NORTHEAST
 JX0324'CORNER OF A 2-STORY FRAME HOUSE, 15 FEET NORTH OF CENTER OF A
 JX0324'DRY WASH, 17 FEET EAST-NORTHEAST OF A FENCE LINE AND ABOUT 7 FEET
 JX0324'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0378 ***********************************************************************
 JX0378  DESIGNATION -  Y 134
 JX0378  PID         -  JX0378
 JX0378  STATE/COUNTY-  WV/TYLER
 JX0378  USGS QUAD   -  CENTER POINT (1976)
 JX0378
 JX0378                         *CURRENT SURVEY CONTROL
 JX0378  ___________________________________________________________________
 JX0378* NAD 83(1986)-  39 24 05.     (N)    080 43 56.     (W)     SCALED    
 JX0378* NAVD 88     -       227.262  (meters)     745.61   (feet)  ADJUSTED  
 JX0378  ___________________________________________________________________
 JX0378  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JX0378  DYNAMIC HT  -         227.126 (meters)     745.16  (feet)  COMP
 JX0378  MODELED GRAV-     980,024.7   (mgal)                       NAVD 88
 JX0378
 JX0378  VERT ORDER  -  SECOND    CLASS 0
 JX0378
 JX0378.The horizontal coordinates were scaled from a topographic map and have
 JX0378.an estimated accuracy of +/- 6 seconds.
 JX0378
 JX0378.The orthometric height was determined by differential leveling
 JX0378.and adjusted by the National Geodetic Survey in June 1991..
 JX0378
 JX0378.The geoid height was determined by GEOID03.
 JX0378
 JX0378.The dynamic height is computed by dividing the NAVD 88
 JX0378.geopotential number by the normal gravity value computed on the
 JX0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0378.degrees latitude (g = 980.6199 gals.).
 JX0378
 JX0378.The modeled gravity was interpolated from observed gravity values.
 JX0378
 JX0378;                    North         East    Units  Estimated Accuracy
 JX0378;SPC WV N     -   100,800.      493,870.      MT  (+/- 180 meters Scaled)
 JX0378
 JX0378                          SUPERSEDED SURVEY CONTROL
 JX0378
 JX0378  NGVD 29 (??/??/92)  227.423  (m)          746.14   (f) ADJ UNCH    2 0
 JX0378
 JX0378.Superseded values are not recommended for survey control.
 JX0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0378.See file dsdata.txt to determine how the superseded data were derived.
 JX0378
 JX0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND230613(NAD 83)
 JX0378_MARKER: DB = BENCH MARK DISK
 JX0378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0378_SP_SET: BRIDGE
 JX0378_STAMPING: Y 134 1957
 JX0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0378
 JX0378  HISTORY     - Date     Condition        Report By
 JX0378  HISTORY     - 1957     MONUMENTED       CGS
 JX0378
 JX0378                          STATION DESCRIPTION
 JX0378
 JX0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0378'2.4 MI E FROM SHIRLEY.
 JX0378'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST
 JX0378'OFFICE AT SHIRLEY, ABOUT 0.15 MILE WEST OF THE DODDRIDGE-TYLER
 JX0378'COUNTY LINE, IN THE TOP OF THE NORTH END OF EAST BRIDGE RAILING
 JX0378'OF AN 80-FOOT CONCRETE BRIDGE OVER MC ELROY CREEK ON A ROAD
 JX0378'SOUTH, 61 FEET SOUTH OF CENTER LINE OF HIGHWAY, 8 FEET EAST OF
 JX0378'CENTER LINE OF BLACK TOP ROAD SOUTH, 1 FOOT SOUTH OF NORTH END
 JX0378'OF BRIDGE RAILING AND 3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0417 ***********************************************************************
 JX0417  DESIGNATION -  Y 135
 JX0417  PID         -  JX0417
 JX0417  STATE/COUNTY-  WV/TYLER
 JX0417  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0417
 JX0417                         *CURRENT SURVEY CONTROL
 JX0417  ___________________________________________________________________
 JX0417* NAD 83(1986)-  39 26 37.     (N)    080 54 45.     (W)     SCALED    
 JX0417* NAVD 88     -       216.862  (meters)     711.49   (feet)  ADJUSTED  
 JX0417  ___________________________________________________________________
 JX0417  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JX0417  DYNAMIC HT  -         216.732 (meters)     711.06  (feet)  COMP
 JX0417  MODELED GRAV-     980,021.2   (mgal)                       NAVD 88
 JX0417
 JX0417  VERT ORDER  -  SECOND    CLASS 0
 JX0417
 JX0417.The horizontal coordinates were scaled from a topographic map and have
 JX0417.an estimated accuracy of +/- 6 seconds.
 JX0417
 JX0417.The orthometric height was determined by differential leveling
 JX0417.and adjusted by the National Geodetic Survey in June 1991..
 JX0417
 JX0417.The geoid height was determined by GEOID03.
 JX0417
 JX0417.The dynamic height is computed by dividing the NAVD 88
 JX0417.geopotential number by the normal gravity value computed on the
 JX0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0417.degrees latitude (g = 980.6199 gals.).
 JX0417
 JX0417.The modeled gravity was interpolated from observed gravity values.
 JX0417
 JX0417;                    North         East    Units  Estimated Accuracy
 JX0417;SPC WV N     -   105,710.      478,420.      MT  (+/- 180 meters Scaled)
 JX0417
 JX0417                          SUPERSEDED SURVEY CONTROL
 JX0417
 JX0417  NGVD 29 (??/??/92)  217.028  (m)          712.03   (f) ADJ UNCH    2 0
 JX0417
 JX0417.Superseded values are not recommended for survey control.
 JX0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0417.See file dsdata.txt to determine how the superseded data were derived.
 JX0417
 JX0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND075660(NAD 83)
 JX0417_MARKER: DB = BENCH MARK DISK
 JX0417_SETTING: 66 = SET IN ROCK OUTCROP
 JX0417_SP_SET: LEDGE
 JX0417_STAMPING: Y 135 1957
 JX0417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0417+STABILITY: POSITION/ELEVATION WELL
 JX0417
 JX0417  HISTORY     - Date     Condition        Report By
 JX0417  HISTORY     - 1957     MONUMENTED       CGS
 JX0417  HISTORY     - 1982     GOOD             NGS
 JX0417
 JX0417                          STATION DESCRIPTION
 JX0417
 JX0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0417'4.8 MI NE FROM WICK.
 JX0417'ABOUT 2.8 MILES EAST AND NORTHEAST ALONG A BLACK TOP ROAD FROM
 JX0417'THE POST OFFICE AT WICK, THENCE ABOUT 2.0 MILES NORTH ALONG A
 JX0417'BLACK TOP ROAD LEADING TO MIDDLEBOURNE, IN THE TOP OF A LEDGE ON A
 JX0417'SANDSTONE BLUFF ON THE LEFT BANK OF SANCHO CREEK, 108 FEET NORTH OF
 JX0417'CENTER LINE OF ROAD, 99 FEET NORTH-NORTHEAST OF NORTH END OF WEST
 JX0417'CONCRETE ABUTMENT OF A 50-FOOT BRIDGE OVER SANCHO CREEK, 13 FEET
 JX0417'NORTHEAST AND ABOUT 1 1/2 FEET BELOW A 12-INCH TRIANGLE CHISELED
 JX0417'IN FACE OF LEDGE AND ABOUT 2 FEET BELOW LEVEL OF ROAD.  NOTE-- MARK
 JX0417'IS REACHED FROM THE COURT HOUSE AT MIDDLEBOURNE BY GOING ABOUT
 JX0417'0.15 MILE SOUTH ALONG STATE HIGHWAY 18, THENCE ABOUT 4.4 MILES
 JX0417'SOUTH ALONG A BLACK TOP ROAD.
 JX0417
 JX0417                          STATION RECOVERY (1982)
 JX0417
 JX0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JX0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0401 ***********************************************************************
 JX0401  DESIGNATION -  Y 136
 JX0401  PID         -  JX0401
 JX0401  STATE/COUNTY-  WV/TYLER
 JX0401  USGS QUAD   -  CENTER POINT (1976)
 JX0401
 JX0401                         *CURRENT SURVEY CONTROL
 JX0401  ___________________________________________________________________
 JX0401* NAD 83(1986)-  39 27 27.     (N)    080 39 03.     (W)     SCALED    
 JX0401* NAVD 88     -       274.114  (meters)     899.32   (feet)  ADJUSTED  
 JX0401  ___________________________________________________________________
 JX0401  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JX0401  DYNAMIC HT  -         273.951 (meters)     898.79  (feet)  COMP
 JX0401  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 JX0401
 JX0401  VERT ORDER  -  SECOND    CLASS 0
 JX0401
 JX0401.The horizontal coordinates were scaled from a topographic map and have
 JX0401.an estimated accuracy of +/- 6 seconds.
 JX0401
 JX0401.The orthometric height was determined by differential leveling
 JX0401.and adjusted by the National Geodetic Survey in June 1991..
 JX0401
 JX0401.The geoid height was determined by GEOID03.
 JX0401
 JX0401.The dynamic height is computed by dividing the NAVD 88
 JX0401.geopotential number by the normal gravity value computed on the
 JX0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0401.degrees latitude (g = 980.6199 gals.).
 JX0401
 JX0401.The modeled gravity was interpolated from observed gravity values.
 JX0401
 JX0401;                    North         East    Units  Estimated Accuracy
 JX0401;SPC WV N     -   106,930.      500,960.      MT  (+/- 180 meters Scaled)
 JX0401
 JX0401                          SUPERSEDED SURVEY CONTROL
 JX0401
 JX0401  NGVD 29 (??/??/92)  274.273  (m)          899.84   (f) ADJ UNCH    2 0
 JX0401
 JX0401.Superseded values are not recommended for survey control.
 JX0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0401.See file dsdata.txt to determine how the superseded data were derived.
 JX0401
 JX0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND300676(NAD 83)
 JX0401_MARKER: DB = BENCH MARK DISK
 JX0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0401_STAMPING: Y 136 1957
 JX0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0401+STABILITY: SURFACE MOTION
 JX0401
 JX0401  HISTORY     - Date     Condition        Report By
 JX0401  HISTORY     - 1957     MONUMENTED       CGS
 JX0401
 JX0401                          STATION DESCRIPTION
 JX0401
 JX0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0401'6.6 MI S FROM JACKSONBURG.
 JX0401'ABOUT 6.55 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE BALTIMORE
 JX0401'AND OHIO RAILROAD STATION AT JACKSONBURG, ON THE INSIDE OF A
 JX0401'SHARP CURVE IN BLACK TOP ROAD WITH TANGENTS EXTENDING WEST AND
 JX0401'NORTH, AT THE JUNCTION OF A GRAVEL ROAD EAST AND A DRIVE WEST
 JX0401'TO A CEMETERY, ABOUT 0.15 MILE WEST ALONG GRAVEL ROAD FROM
 JX0401'FAIRCHANCE SCHOOL, 18 FEET WEST OF CENTER LINE OF BLACK TOP
 JX0401'ROAD, 17 FEET NORTH OF CENTER LINE OF DRIVE WEST TO CEMETERY AND
 JX0401'THE EXTENDED CENTER LINE OF GRAVEL ROAD EAST, 92 1/2 FEET
 JX0401'SOUTHWEST AND ACROSS ROAD FROM A WELL WITH PUMP, 2 FEET NORTH
 JX0401'OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN
 JX0401'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0603 ***********************************************************************
 HY0603  DESIGNATION -  Y 137
 HY0603  PID         -  HY0603
 HY0603  STATE/COUNTY-  WV/LINCOLN
 HY0603  USGS QUAD   -  BRANCHLAND (1987)
 HY0603
 HY0603                         *CURRENT SURVEY CONTROL
 HY0603  ___________________________________________________________________
 HY0603* NAD 83(1986)-  38 14 04.     (N)    082 07 30.     (W)     SCALED    
 HY0603* NAVD 88     -       203.343  (meters)     667.13   (feet)  ADJUSTED  
 HY0603  ___________________________________________________________________
 HY0603  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HY0603  DYNAMIC HT  -         203.199 (meters)     666.66  (feet)  COMP
 HY0603  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 HY0603
 HY0603  VERT ORDER  -  SECOND    CLASS 0
 HY0603
 HY0603.The horizontal coordinates were scaled from a topographic map and have
 HY0603.an estimated accuracy of +/- 6 seconds.
 HY0603
 HY0603.The orthometric height was determined by differential leveling
 HY0603.and adjusted by the National Geodetic Survey in June 1991..
 HY0603
 HY0603.The geoid height was determined by GEOID03.
 HY0603
 HY0603.The dynamic height is computed by dividing the NAVD 88
 HY0603.geopotential number by the normal gravity value computed on the
 HY0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0603.degrees latitude (g = 980.6199 gals.).
 HY0603
 HY0603.The modeled gravity was interpolated from observed gravity values.
 HY0603
 HY0603;                    North         East    Units  Estimated Accuracy
 HY0603;SPC WV S     -   137,610.      501,510.      MT  (+/- 180 meters Scaled)
 HY0603
 HY0603                          SUPERSEDED SURVEY CONTROL
 HY0603
 HY0603  NGVD 29 (??/??/92)  203.549  (m)          667.81   (f) ADJ UNCH    2 0
 HY0603
 HY0603.Superseded values are not recommended for survey control.
 HY0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0603.See file dsdata.txt to determine how the superseded data were derived.
 HY0603
 HY0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC015324(NAD 83)
 HY0603_MARKER: DB = BENCH MARK DISK
 HY0603_SETTING: 66 = SET IN ROCK OUTCROP
 HY0603_SP_SET: ROCK CUT
 HY0603_STAMPING: Y 137 1957
 HY0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0603+STABILITY: POSITION/ELEVATION WELL
 HY0603
 HY0603  HISTORY     - Date     Condition        Report By
 HY0603  HISTORY     - 1957     MONUMENTED       CGS
 HY0603
 HY0603                          STATION DESCRIPTION
 HY0603
 HY0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0603'2 MI N FROM MYRA.
 HY0603'ABOUT 1.95 MILE NORTH ALONG BLACKTOP ROAD FROM THE POST OFFICE
 HY0603'AT MYRA, 180 YARDS NORTH WEST OF THE  NORTHWEST END OF CURVE, 110
 HY0603'YARDS SOUTHEAST OF A 24-INCH CONCRETE PIPE CULVERT UNDER THE ROAD,
 HY0603'14 FEET NORTHWEST OF THE SOUTHEAST END OF ROCK CUT, 18 FEET SOUTHWEST
 HY0603'OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE NORTHEAST
 HY0603'FACE OF ROCK CUT, ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND
 HY0603'AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0455 ***********************************************************************
 JX0455  DESIGNATION -  Y 138
 JX0455  PID         -  JX0455
 JX0455  STATE/COUNTY-  WV/WETZEL
 JX0455  USGS QUAD   -  PORTERS FALLS (1976)
 JX0455
 JX0455                         *CURRENT SURVEY CONTROL
 JX0455  ___________________________________________________________________
 JX0455* NAD 83(1986)-  39 34 44.     (N)    080 47 10.     (W)     SCALED    
 JX0455* NAVD 88     -       201.720  (meters)     661.81   (feet)  ADJUSTED  
 JX0455  ___________________________________________________________________
 JX0455  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JX0455  DYNAMIC HT  -         201.602 (meters)     661.42  (feet)  COMP
 JX0455  MODELED GRAV-     980,040.2   (mgal)                       NAVD 88
 JX0455
 JX0455  VERT ORDER  -  SECOND    CLASS 0
 JX0455
 JX0455.The horizontal coordinates were scaled from a topographic map and have
 JX0455.an estimated accuracy of +/- 6 seconds.
 JX0455
 JX0455.The orthometric height was determined by differential leveling
 JX0455.and adjusted by the National Geodetic Survey in June 1991..
 JX0455
 JX0455.The geoid height was determined by GEOID03.
 JX0455
 JX0455.The dynamic height is computed by dividing the NAVD 88
 JX0455.geopotential number by the normal gravity value computed on the
 JX0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0455.degrees latitude (g = 980.6199 gals.).
 JX0455
 JX0455.The modeled gravity was interpolated from observed gravity values.
 JX0455
 JX0455;                    North         East    Units  Estimated Accuracy
 JX0455;SPC WV N     -   120,570.      489,510.      MT  (+/- 180 meters Scaled)
 JX0455
 JX0455                          SUPERSEDED SURVEY CONTROL
 JX0455
 JX0455  NGVD 29 (??/??/92)  201.880  (m)          662.33   (f) ADJ UNCH    2 0
 JX0455
 JX0455.Superseded values are not recommended for survey control.
 JX0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0455.See file dsdata.txt to determine how the superseded data were derived.
 JX0455
 JX0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND183810(NAD 83)
 JX0455_MARKER: DB = BENCH MARK DISK
 JX0455_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JX0455_SP_SET: UNSPECIFIED ROCK
 JX0455_STAMPING: Y 138 1957
 JX0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0455
 JX0455  HISTORY     - Date     Condition        Report By
 JX0455  HISTORY     - 1957     MONUMENTED       CGS
 JX0455
 JX0455                          STATION DESCRIPTION
 JX0455
 JX0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0455'2 MI W FROM PORTERS FALLS.
 JX0455'ABOUT 1.95 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0455'THE BRIDGE OVER FISHING CREEK AT PORTERS FALLS, IN THE TOP OF
 JX0455'A SMALL PROJECTION OF ROCK WHICH PROJECTS ABOUT 2 1/2 FEET
 JX0455'OUT OF AN AREA WHERE DIRT HAS BEEN REMOVED TO MAKE A FILL, 16
 JX0455'FEET SOUTH OF SOUTH RAIL, 160 FEET SOUTHEAST AND ACROSS TRACK
 JX0455'FROM MILE POST B 9, AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0628 ***********************************************************************
 JX0628  DESIGNATION -  Y 139
 JX0628  PID         -  JX0628
 JX0628  STATE/COUNTY-  WV/WETZEL
 JX0628  USGS QUAD   -  PINE GROVE (1976)
 JX0628
 JX0628                         *CURRENT SURVEY CONTROL
 JX0628  ___________________________________________________________________
 JX0628* NAD 83(1986)-  39 30 30.     (N)    080 43 46.     (W)     SCALED    
 JX0628* NAVD 88     -       293.118  (meters)     961.67   (feet)  ADJUSTED  
 JX0628  ___________________________________________________________________
 JX0628  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JX0628  DYNAMIC HT  -         292.946 (meters)     961.11  (feet)  COMP
 JX0628  MODELED GRAV-     980,033.2   (mgal)                       NAVD 88
 JX0628
 JX0628  VERT ORDER  -  SECOND    CLASS 0
 JX0628
 JX0628.The horizontal coordinates were scaled from a topographic map and have
 JX0628.an estimated accuracy of +/- 6 seconds.
 JX0628
 JX0628.The orthometric height was determined by differential leveling
 JX0628.and adjusted by the National Geodetic Survey in June 1991..
 JX0628
 JX0628.The geoid height was determined by GEOID03.
 JX0628
 JX0628.The dynamic height is computed by dividing the NAVD 88
 JX0628.geopotential number by the normal gravity value computed on the
 JX0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0628.degrees latitude (g = 980.6199 gals.).
 JX0628
 JX0628.The modeled gravity was interpolated from observed gravity values.
 JX0628
 JX0628;                    North         East    Units  Estimated Accuracy
 JX0628;SPC WV N     -   112,670.      494,270.      MT  (+/- 180 meters Scaled)
 JX0628
 JX0628                          SUPERSEDED SURVEY CONTROL
 JX0628
 JX0628  NGVD 29 (??/??/92)  293.279  (m)          962.20   (f) ADJ UNCH    2 0
 JX0628
 JX0628.Superseded values are not recommended for survey control.
 JX0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0628.See file dsdata.txt to determine how the superseded data were derived.
 JX0628
 JX0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND232732(NAD 83)
 JX0628_MARKER: DB = BENCH MARK DISK
 JX0628_SETTING: 66 = SET IN ROCK OUTCROP
 JX0628_SP_SET: ROCK LEDGE
 JX0628_STAMPING: Y 139 1957
 JX0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0628+STABILITY: POSITION/ELEVATION WELL
 JX0628
 JX0628  HISTORY     - Date     Condition        Report By
 JX0628  HISTORY     - 1957     MONUMENTED       CGS
 JX0628
 JX0628                          STATION DESCRIPTION
 JX0628
 JX0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0628'0.8 MI NE FROM ATWOOD.
 JX0628'ABOUT 0.85 MILE EAST AND NORTHEAST ALONG ROAD FOLLOWING CROW
 JX0628'RUN FROM JUNCTION OF WETZEL-TYLER COUNTY LINE ROAD AT ATWOOD,
 JX0628'0.7 MILE NORTHEAST OF A SIDE ROAD NORTH, SET IN THE TOP OF A
 JX0628'NARROW LEDGE ON THE SOUTH SIDE OF A LONG LOW ROCK THAT IS PART
 JX0628'OF A HIGH BANK, 12 FEET NORTH OF CENTER LINE OF ROAD, ABOUT
 JX0628'MIDWAY BETWEEN THE POINTS OF TWO ARROWS CHISELED IN FACE OF ROCK
 JX0628'AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0536 ***********************************************************************
 HX0536  DESIGNATION -  Y 14
 HX0536  PID         -  HX0536
 HX0536  STATE/COUNTY-  WV/WEBSTER
 HX0536  USGS QUAD   -  BERGOO (1995)
 HX0536
 HX0536                         *CURRENT SURVEY CONTROL
 HX0536  ___________________________________________________________________
 HX0536* NAD 83(1986)-  38 28 50.     (N)    080 22 11.     (W)     SCALED    
 HX0536* NAVD 88     -       626.200  (meters)    2054.46   (feet)  ADJUSTED  
 HX0536  ___________________________________________________________________
 HX0536  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX0536  DYNAMIC HT  -         625.724 (meters)    2052.90  (feet)  COMP
 HX0536  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 HX0536
 HX0536  VERT ORDER  -  SECOND    CLASS 0
 HX0536
 HX0536.The horizontal coordinates were scaled from a topographic map and have
 HX0536.an estimated accuracy of +/- 6 seconds.
 HX0536
 HX0536.The orthometric height was determined by differential leveling
 HX0536.and adjusted by the National Geodetic Survey in June 1991..
 HX0536
 HX0536.The geoid height was determined by GEOID03.
 HX0536
 HX0536.The dynamic height is computed by dividing the NAVD 88
 HX0536.geopotential number by the normal gravity value computed on the
 HX0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0536.degrees latitude (g = 980.6199 gals.).
 HX0536
 HX0536.The modeled gravity was interpolated from observed gravity values.
 HX0536
 HX0536;                    North         East    Units  Estimated Accuracy
 HX0536;SPC WV S     -   164,510.      654,990.      MT  (+/- 180 meters Scaled)
 HX0536
 HX0536                          SUPERSEDED SURVEY CONTROL
 HX0536
 HX0536  NGVD 29 (??/??/92)  626.326  (m)         2054.87   (f) ADJ UNCH    2 0
 HX0536
 HX0536.Superseded values are not recommended for survey control.
 HX0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0536.See file dsdata.txt to determine how the superseded data were derived.
 HX0536
 HX0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC549593(NAD 83)
 HX0536_MARKER: DB = BENCH MARK DISK
 HX0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0536_STAMPING: Y 14 1934
 HX0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0536+STABILITY: SURFACE MOTION
 HX0536
 HX0536  HISTORY     - Date     Condition        Report By
 HX0536  HISTORY     - 1934     MONUMENTED       CGS
 HX0536  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX0536
 HX0536                          STATION DESCRIPTION
 HX0536
 HX0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0536'4.2 MI NE FROM WEBSTER SPRINGS.
 HX0536'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM WEBSTER SPRINGS,
 HX0536'WEBSTER COUNTY, ABOUT 300 YARDS NORTH OF A ROAD FORK LEADING TO
 HX0536'BURGOO, ABOUT 10 YARDS EAST OF THE CENTER LINE OF THE PAVEMENT,
 HX0536'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 HX0536'STAMPED Y 14 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HX0536'NOTE-- DESCRIBED MEASUREMENTS WOULD PLACE THE LOCATION OF THIS
 HX0536'MARK UNDER THE SHOULDER OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0515 ***********************************************************************
 HY0515  DESIGNATION -  Y 140
 HY0515  PID         -  HY0515
 HY0515  STATE/COUNTY-  WV/LINCOLN
 HY0515  USGS QUAD   -  BRANCHLAND (1987)
 HY0515
 HY0515                         *CURRENT SURVEY CONTROL
 HY0515  ___________________________________________________________________
 HY0515* NAD 83(1986)-  38 11 28.     (N)    082 10 54.     (W)     SCALED    
 HY0515* NAVD 88     -       184.726  (meters)     606.06   (feet)  ADJUSTED  
 HY0515  ___________________________________________________________________
 HY0515  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY0515  DYNAMIC HT  -         184.595 (meters)     605.63  (feet)  COMP
 HY0515  MODELED GRAV-     979,912.7   (mgal)                       NAVD 88
 HY0515
 HY0515  VERT ORDER  -  SECOND    CLASS 0
 HY0515
 HY0515.The horizontal coordinates were scaled from a topographic map and have
 HY0515.an estimated accuracy of +/- 6 seconds.
 HY0515
 HY0515.The orthometric height was determined by differential leveling
 HY0515.and adjusted by the National Geodetic Survey in June 1991..
 HY0515
 HY0515.The geoid height was determined by GEOID03.
 HY0515
 HY0515.The dynamic height is computed by dividing the NAVD 88
 HY0515.geopotential number by the normal gravity value computed on the
 HY0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0515.degrees latitude (g = 980.6199 gals.).
 HY0515
 HY0515.The modeled gravity was interpolated from observed gravity values.
 HY0515
 HY0515;                    North         East    Units  Estimated Accuracy
 HY0515;SPC WV S     -   132,860.      496,490.      MT  (+/- 180 meters Scaled)
 HY0515
 HY0515                          SUPERSEDED SURVEY CONTROL
 HY0515
 HY0515  NGVD 29 (??/??/92)  184.934  (m)          606.74   (f) ADJ UNCH    2 0
 HY0515
 HY0515.Superseded values are not recommended for survey control.
 HY0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0515.See file dsdata.txt to determine how the superseded data were derived.
 HY0515
 HY0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC965276(NAD 83)
 HY0515_MARKER: DB = BENCH MARK DISK
 HY0515_SETTING: 66 = SET IN ROCK OUTCROP
 HY0515_SP_SET: ROCK CUT
 HY0515_STAMPING: Y 140 1957
 HY0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0515+STABILITY: POSITION/ELEVATION WELL
 HY0515
 HY0515  HISTORY     - Date     Condition        Report By
 HY0515  HISTORY     - 1957     MONUMENTED       CGS
 HY0515
 HY0515                          STATION DESCRIPTION
 HY0515
 HY0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0515'1.2 MI N FROM MIDKIFF.
 HY0515'ABOUT 1.25 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0515'FROM THE STATION AT MIDKIFF, 0.2 MILE SOUTHEAST OF MILE POLE
 HY0515'25, 292 FEET NORTHWEST OF THE SOUTHEAST END OF CUT, 292 FEET
 HY0515'NORTHWEST OF THE NORTHWEST END OF RETAINING WALL OF CONCRETE
 HY0515'FILLED PIPES, 292 FEET NORTHWEST OF THE NORTHEAST END OF
 HY0515'18-INCH CORRUGATED PIPE CULVERT, 17 FEET NORTHEAST OF THE
 HY0515'NORTHEAST RAIL OF THE NORTHEAST TRACK, SET VERTICALLY IN THE
 HY0515'SOUTHWEST FACE OF A REDDISH COLORED 1 FOOT HIGH LAYER OF ROCK IN
 HY0515'CUT, 5 1/2 FEET ABOVE THE BOTTOM OF THE DITCH AND 3 FEET ABOVE
 HY0515'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0320 ***********************************************************************
 GY0320  DESIGNATION -  Y 142
 GY0320  PID         -  GY0320
 GY0320  STATE/COUNTY-  WV/MINGO
 GY0320  USGS QUAD   -  DELBARTON (1976)
 GY0320
 GY0320                         *CURRENT SURVEY CONTROL
 GY0320  ___________________________________________________________________
 GY0320* NAD 83(1986)-  37 42 38.     (N)    082 11 00.     (W)     SCALED    
 GY0320* NAVD 88     -       228.836  (meters)     750.77   (feet)  ADJUSTED  
 GY0320  ___________________________________________________________________
 GY0320  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GY0320  DYNAMIC HT  -         228.668 (meters)     750.22  (feet)  COMP
 GY0320  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 GY0320
 GY0320  VERT ORDER  -  SECOND    CLASS 0
 GY0320
 GY0320.The horizontal coordinates were scaled from a topographic map and have
 GY0320.an estimated accuracy of +/- 6 seconds.
 GY0320
 GY0320.The orthometric height was determined by differential leveling
 GY0320.and adjusted by the National Geodetic Survey in June 1991..
 GY0320
 GY0320.The geoid height was determined by GEOID03.
 GY0320
 GY0320.The dynamic height is computed by dividing the NAVD 88
 GY0320.geopotential number by the normal gravity value computed on the
 GY0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0320.degrees latitude (g = 980.6199 gals.).
 GY0320
 GY0320.The modeled gravity was interpolated from observed gravity values.
 GY0320
 GY0320;                    North         East    Units  Estimated Accuracy
 GY0320;SPC WV S     -    79,530.      495,670.      MT  (+/- 180 meters Scaled)
 GY0320
 GY0320                          SUPERSEDED SURVEY CONTROL
 GY0320
 GY0320  NGVD 29 (??/??/92)  229.062  (m)          751.51   (f) ADJ UNCH    2 0
 GY0320
 GY0320.Superseded values are not recommended for survey control.
 GY0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0320.See file dsdata.txt to determine how the superseded data were derived.
 GY0320
 GY0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB956743(NAD 83)
 GY0320_MARKER: DB = BENCH MARK DISK
 GY0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0320_SP_SET: BUILDING
 GY0320_STAMPING: Y 142 1957
 GY0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0320
 GY0320  HISTORY     - Date     Condition        Report By
 GY0320  HISTORY     - 1957     MONUMENTED       CGS
 GY0320
 GY0320                          STATION DESCRIPTION
 GY0320
 GY0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0320'0.1 MI S FROM DELBARTON.
 GY0320'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 65 S FROM THE BAPTIST
 GY0320'CHURCH AT DELBARTON, SET VERTICALLY IN WEST FACE OF BUILDING
 GY0320'OCCUPIED BY C.M. JOHNSON FURNITURE COMPANY, 4 1/2 FEET EAST OF
 GY0320'EAST CURB LINE OF HIGHWAY, 16 FEET NORTH OF NORTH CURB OF A ROAD
 GY0320'EAST ALONG ROCKHOUSE FORK, 2 FEET NORTH OF SOUTHWEST CORNER OF
 GY0320'BUILDING AND 2 FEET ABOVE LEVEL OF SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0310 ***********************************************************************
 GY0310  DESIGNATION -  Y 143
 GY0310  PID         -  GY0310
 GY0310  STATE/COUNTY-  WV/LOGAN
 GY0310  USGS QUAD   -  HOLDEN (1989)
 GY0310
 GY0310                         *CURRENT SURVEY CONTROL
 GY0310  ___________________________________________________________________
 GY0310* NAD 83(1986)-  37 45 18.     (N)    082 03 40.     (W)     SCALED    
 GY0310* NAVD 88     -       307.504  (meters)    1008.87   (feet)  ADJUSTED  
 GY0310  ___________________________________________________________________
 GY0310  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GY0310  DYNAMIC HT  -         307.276 (meters)    1008.12  (feet)  COMP
 GY0310  MODELED GRAV-     979,880.7   (mgal)                       NAVD 88
 GY0310
 GY0310  VERT ORDER  -  SECOND    CLASS 0
 GY0310
 GY0310.The horizontal coordinates were scaled from a topographic map and have
 GY0310.an estimated accuracy of +/- 6 seconds.
 GY0310
 GY0310.The orthometric height was determined by differential leveling
 GY0310.and adjusted by the National Geodetic Survey in June 1991..
 GY0310
 GY0310.The geoid height was determined by GEOID03.
 GY0310
 GY0310.The dynamic height is computed by dividing the NAVD 88
 GY0310.geopotential number by the normal gravity value computed on the
 GY0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0310.degrees latitude (g = 980.6199 gals.).
 GY0310
 GY0310.The modeled gravity was interpolated from observed gravity values.
 GY0310
 GY0310;                    North         East    Units  Estimated Accuracy
 GY0310;SPC WV S     -    84,330.      506,500.      MT  (+/- 180 meters Scaled)
 GY0310
 GY0310                          SUPERSEDED SURVEY CONTROL
 GY0310
 GY0310  NGVD 29 (??/??/92)  307.716  (m)         1009.56   (f) ADJ UNCH    2 0
 GY0310
 GY0310.Superseded values are not recommended for survey control.
 GY0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0310.See file dsdata.txt to determine how the superseded data were derived.
 GY0310
 GY0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB065791(NAD 83)
 GY0310_MARKER: DB = BENCH MARK DISK
 GY0310_SETTING: 66 = SET IN ROCK OUTCROP
 GY0310_SP_SET: ROCK LEDGE
 GY0310_STAMPING: Y 143 1957
 GY0310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0310+STABILITY: POSITION/ELEVATION WELL
 GY0310
 GY0310  HISTORY     - Date     Condition        Report By
 GY0310  HISTORY     - 1957     MONUMENTED       CGS
 GY0310
 GY0310                          STATION DESCRIPTION
 GY0310
 GY0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0310'3.8 MI W FROM OMAR.
 GY0310'ABOUT 3.8 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GY0310'THE HIGH SCHOOL AT OMAR, ABOUT 0.2 MILE NORTHEAST OF MILE POST 4,
 GY0310'IN THE TOP OF A SMALL SHELF ON A PROMINENT ROCK LEDGE ON LEFT
 GY0310'BANK OF STREAM, 56 1/2 FEET NORTHWEST OF NORTHWEST RAIL OF TRACK,
 GY0310'ABOUT 60 YARDS SOUTHWEST OF A POINT WHERE A DIM DRIVE PARALLELING
 GY0310'TRACK CROSSES THE STREAM, ABOUT 0.1 MILE SOUTHWEST OF A DIM
 GY0310'ROAD NORTHWEST, 2 1/2 FEET SOUTHWEST OF AND 1 1/2 FEET BELOW A
 GY0310'12-INCH TRIANGLE CHISELED IN FACE OF LEDGE AND ABOUT LEVEL WITH
 GY0310'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2256 ***********************************************************************
 GX2256  DESIGNATION -  Y 144
 GX2256  PID         -  GX2256
 GX2256  STATE/COUNTY-  WV/LOGAN
 GX2256  USGS QUAD   -  LOGAN (1989)
 GX2256
 GX2256                         *CURRENT SURVEY CONTROL
 GX2256  ___________________________________________________________________
 GX2256* NAD 83(1986)-  37 50 50.     (N)    081 59 47.     (W)     SCALED    
 GX2256* NAVD 88     -       201.259  (meters)     660.30   (feet)  ADJUSTED  
 GX2256  ___________________________________________________________________
 GX2256  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GX2256  DYNAMIC HT  -         201.113 (meters)     659.82  (feet)  COMP
 GX2256  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 GX2256
 GX2256  VERT ORDER  -  SECOND    CLASS 0
 GX2256
 GX2256.The horizontal coordinates were scaled from a topographic map and have
 GX2256.an estimated accuracy of +/- 6 seconds.
 GX2256
 GX2256.The orthometric height was determined by differential leveling
 GX2256.and adjusted by the National Geodetic Survey in June 1991..
 GX2256
 GX2256.The geoid height was determined by GEOID03.
 GX2256
 GX2256.The dynamic height is computed by dividing the NAVD 88
 GX2256.geopotential number by the normal gravity value computed on the
 GX2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2256.degrees latitude (g = 980.6199 gals.).
 GX2256
 GX2256.The modeled gravity was interpolated from observed gravity values.
 GX2256
 GX2256;                    North         East    Units  Estimated Accuracy
 GX2256;SPC WV S     -    94,500.      512,310.      MT  (+/- 180 meters Scaled)
 GX2256
 GX2256                          SUPERSEDED SURVEY CONTROL
 GX2256
 GX2256  NGVD 29 (??/??/92)  201.480  (m)          661.02   (f) ADJ UNCH    2 0
 GX2256
 GX2256.Superseded values are not recommended for survey control.
 GX2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2256.See file dsdata.txt to determine how the superseded data were derived.
 GX2256
 GX2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB123893(NAD 83)
 GX2256_MARKER: Z = SEE DESCRIPTION
 GX2256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2256_SP_SET: BRIDGE
 GX2256_STAMPING: Y 144 1957
 GX2256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2256
 GX2256  HISTORY     - Date     Condition        Report By
 GX2256  HISTORY     - 1957     MONUMENTED       CGS
 GX2256
 GX2256                          STATION DESCRIPTION
 GX2256
 GX2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2256'AT LOGAN.
 GX2256'AT LOGAN, AT APPALACHIAN POWER COMPANY STEAM PLANT, SET IN THE
 GX2256'TOP OF RETAINING WALL AT SOUTH END OF DOWNSTREAM CIRCULATION
 GX2256'PUMP HOUSE INTAKE, 5 FEET NORTHEAST OF SOUTHEAST CORNER OF PUMP
 GX2256'HOUSE, 39 FEET SOUTH OF WATER GAGE AND LEVEL WITH RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0297 ***********************************************************************
 GY0297  DESIGNATION -  Y 145
 GY0297  PID         -  GY0297
 GY0297  STATE/COUNTY-  WV/MINGO
 GY0297  USGS QUAD   -  MAJESTIC (1977)
 GY0297
 GY0297                         *CURRENT SURVEY CONTROL
 GY0297  ___________________________________________________________________
 GY0297* NAD 83(1986)-  37 34 36.     (N)    082 02 51.     (W)     SCALED    
 GY0297* NAVD 88     -       281.322  (meters)     922.97   (feet)  ADJUSTED  
 GY0297  ___________________________________________________________________
 GY0297  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GY0297  DYNAMIC HT  -         281.104 (meters)     922.26  (feet)  COMP
 GY0297  MODELED GRAV-     979,849.2   (mgal)                       NAVD 88
 GY0297
 GY0297  VERT ORDER  -  SECOND    CLASS 0
 GY0297
 GY0297.The horizontal coordinates were scaled from a topographic map and have
 GY0297.an estimated accuracy of +/- 6 seconds.
 GY0297
 GY0297.The orthometric height was determined by differential leveling
 GY0297.and adjusted by the National Geodetic Survey in June 1991..
 GY0297
 GY0297.The geoid height was determined by GEOID03.
 GY0297
 GY0297.The dynamic height is computed by dividing the NAVD 88
 GY0297.geopotential number by the normal gravity value computed on the
 GY0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0297.degrees latitude (g = 980.6199 gals.).
 GY0297
 GY0297.The modeled gravity was interpolated from observed gravity values.
 GY0297
 GY0297;                    North         East    Units  Estimated Accuracy
 GY0297;SPC WV S     -    64,530.      507,470.      MT  (+/- 180 meters Scaled)
 GY0297
 GY0297                          SUPERSEDED SURVEY CONTROL
 GY0297
 GY0297  NGVD 29 (??/??/92)  281.530  (m)          923.65   (f) ADJ UNCH    2 0
 GY0297
 GY0297.Superseded values are not recommended for survey control.
 GY0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0297.See file dsdata.txt to determine how the superseded data were derived.
 GY0297
 GY0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB075593(NAD 83)
 GY0297_MARKER: DB = BENCH MARK DISK
 GY0297_SETTING: 66 = SET IN ROCK OUTCROP
 GY0297_SP_SET: ROCK CLIFF
 GY0297_STAMPING: Y 145 1957
 GY0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0297+STABILITY: POSITION/ELEVATION WELL
 GY0297
 GY0297  HISTORY     - Date     Condition        Report By
 GY0297  HISTORY     - 1957     MONUMENTED       CGS
 GY0297
 GY0297                          STATION DESCRIPTION
 GY0297
 GY0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0297'3.6 MI NE FROM DEVON.
 GY0297'ABOUT 0.6 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0297'FROM THE STATION AT DEVON, THENCE ABOUT 3.05 MILES NORTHEAST ALONG
 GY0297'BEECH CREEK ROAD, ABOUT 0.45 MILE SOUTHWEST OF A BRICK SCHOOL
 GY0297'BUILDING, AT A CONCRETE BLOCK CHURCH BUILDING, SET VERTICALLY
 GY0297'IN THE SOUTHEAST FACE OF A ROCK CLIFF NORTHWEST OF ROAD, 31
 GY0297'FEET NORTHWEST OF CENTER LINE OF ROAD, 82 FEET WEST AND ACROSS
 GY0297'ROAD FROM WEST CORNER OF CHURCH, 13 FEET NORTHEAST OF SOUTHWEST
 GY0297'END OF CUT, 2 1/2 FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL
 GY0297'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0664 ***********************************************************************
 HY0664  DESIGNATION -  Y 146
 HY0664  PID         -  HY0664
 HY0664  STATE/COUNTY-  WV/WAYNE
 HY0664  USGS QUAD   -  WAYNE (1987)
 HY0664
 HY0664                         *CURRENT SURVEY CONTROL
 HY0664  ___________________________________________________________________
 HY0664* NAD 83(1986)-  38 11 12.     (N)    082 24 22.     (W)     SCALED    
 HY0664* NAVD 88     -       191.473  (meters)     628.19   (feet)  ADJUSTED  
 HY0664  ___________________________________________________________________
 HY0664  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY0664  DYNAMIC HT  -         191.338 (meters)     627.75  (feet)  COMP
 HY0664  MODELED GRAV-     979,920.0   (mgal)                       NAVD 88
 HY0664
 HY0664  VERT ORDER  -  SECOND    CLASS 0
 HY0664
 HY0664.The horizontal coordinates were scaled from a topographic map and have
 HY0664.an estimated accuracy of +/- 6 seconds.
 HY0664
 HY0664.The orthometric height was determined by differential leveling
 HY0664.and adjusted by the National Geodetic Survey in June 1991..
 HY0664
 HY0664.The geoid height was determined by GEOID03.
 HY0664
 HY0664.The dynamic height is computed by dividing the NAVD 88
 HY0664.geopotential number by the normal gravity value computed on the
 HY0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0664.degrees latitude (g = 980.6199 gals.).
 HY0664
 HY0664.The modeled gravity was interpolated from observed gravity values.
 HY0664
 HY0664;                    North         East    Units  Estimated Accuracy
 HY0664;SPC WV S     -   132,640.      476,830.      MT  (+/- 180 meters Scaled)
 HY0664
 HY0664                          SUPERSEDED SURVEY CONTROL
 HY0664
 HY0664  NGVD 29 (??/??/92)  191.685  (m)          628.89   (f) ADJ UNCH    2 0
 HY0664
 HY0664.Superseded values are not recommended for survey control.
 HY0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0664.See file dsdata.txt to determine how the superseded data were derived.
 HY0664
 HY0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC768274(NAD 83)
 HY0664_MARKER: DB = BENCH MARK DISK
 HY0664_SETTING: 66 = SET IN ROCK OUTCROP
 HY0664_SP_SET: ROCK CUT
 HY0664_STAMPING: Y 146 1957
 HY0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0664+STABILITY: POSITION/ELEVATION WELL
 HY0664
 HY0664  HISTORY     - Date     Condition        Report By
 HY0664  HISTORY     - 1957     MONUMENTED       CGS
 HY0664
 HY0664                          STATION DESCRIPTION
 HY0664
 HY0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0664'2.4 MI NW FROM EAST LYNN.
 HY0664'ABOUT 2.45 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 HY0664'OF BLACK-TOP ROAD EAST AT EAST LYNN, 0.1 MILE NORTHWEST OF A
 HY0664'SIDE ROAD NORTH, ON THE INSIDE AND NEAR THE NORTH END OF A
 HY0664'LONG CURVE WITH TANGENTS EXTENDING NORTH AND EAST, ABOUT 0.35
 HY0664'MILE NORTHWEST OF A CROSSROAD, SET VERTICALLY IN THE WEST FACE
 HY0664'OF A PROJECTION OF ROCK ABOUT 90 FEET LONG AND 6 FEET HIGH IN A
 HY0664'CUT, 19 FEET EAST OF CENTER LINE OF HIGHWAY, 32 FEET SOUTH OF NORTH
 HY0664'END OF ROCK PART OF CUT AND ABOUT 3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0354 ***********************************************************************
 GY0354  DESIGNATION -  Y 147
 GY0354  PID         -  GY0354
 GY0354  STATE/COUNTY-  WV/WAYNE
 GY0354  USGS QUAD   -  WEBB (1989)
 GY0354
 GY0354                         *CURRENT SURVEY CONTROL
 GY0354  ___________________________________________________________________
 GY0354* NAD 83(1986)-  37 55 50.     (N)    082 26 17.     (W)     SCALED    
 GY0354* NAVD 88     -       196.572  (meters)     644.92   (feet)  ADJUSTED  
 GY0354  ___________________________________________________________________
 GY0354  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 GY0354  DYNAMIC HT  -         196.428 (meters)     644.45  (feet)  COMP
 GY0354  MODELED GRAV-     979,895.3   (mgal)                       NAVD 88
 GY0354
 GY0354  VERT ORDER  -  SECOND    CLASS 0
 GY0354
 GY0354.The horizontal coordinates were scaled from a topographic map and have
 GY0354.an estimated accuracy of +/- 6 seconds.
 GY0354
 GY0354.The orthometric height was determined by differential leveling
 GY0354.and adjusted by the National Geodetic Survey in June 1991..
 GY0354
 GY0354.The geoid height was determined by GEOID03.
 GY0354
 GY0354.The dynamic height is computed by dividing the NAVD 88
 GY0354.geopotential number by the normal gravity value computed on the
 GY0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0354.degrees latitude (g = 980.6199 gals.).
 GY0354
 GY0354.The modeled gravity was interpolated from observed gravity values.
 GY0354
 GY0354;                    North         East    Units  Estimated Accuracy
 GY0354;SPC WV S     -   104,260.      473,590.      MT  (+/- 180 meters Scaled)
 GY0354
 GY0354                          SUPERSEDED SURVEY CONTROL
 GY0354
 GY0354  NGVD 29 (??/??/92)  196.792  (m)          645.64   (f) ADJ UNCH    2 0
 GY0354
 GY0354.Superseded values are not recommended for survey control.
 GY0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0354.See file dsdata.txt to determine how the superseded data were derived.
 GY0354
 GY0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB736990(NAD 83)
 GY0354_MARKER: DB = BENCH MARK DISK
 GY0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0354_SP_SET: CULVERT
 GY0354_STAMPING: Y 147 1957
 GY0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0354
 GY0354  HISTORY     - Date     Condition        Report By
 GY0354  HISTORY     - 1957     MONUMENTED       CGS
 GY0354
 GY0354                          STATION DESCRIPTION
 GY0354
 GY0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0354'3.1 MI N FROM CRUM.
 GY0354'ABOUT 3.1 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 GY0354'CRUM, 0.6 MILE NORTH OF CHRISTIAN BAPTIST CHURCH, ON THE OUTSIDE
 GY0354'OF A CRUVE WITH TANGENTS EXTENDING NORTHEAST AND SOUTH, IN THE
 GY0354'TOP OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 3-FOOT
 GY0354'CONCRETE BOX CULVERT WHICH IS BUILT ON SOLID ROCK, 22 FEET
 GY0354'NORTHWEST OF CENTER LINE OF HIGHWAY, 3 FEET SOUTHWEST OF NORTHEAST
 GY0354'END OF HEAD WALL AND 1 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0708 ***********************************************************************
 HY0708  DESIGNATION -  Y 148
 HY0708  PID         -  HY0708
 HY0708  STATE/COUNTY-  WV/WAYNE
 HY0708  USGS QUAD   -  RADNOR (1989)
 HY0708
 HY0708                         *CURRENT SURVEY CONTROL
 HY0708  ___________________________________________________________________
 HY0708* NAD 83(1986)-  38 00 30.     (N)    082 24 53.     (W)     SCALED    
 HY0708* NAVD 88     -       212.362  (meters)     696.72   (feet)  ADJUSTED  
 HY0708  ___________________________________________________________________
 HY0708  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HY0708  DYNAMIC HT  -         212.208 (meters)     696.22  (feet)  COMP
 HY0708  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 HY0708
 HY0708  VERT ORDER  -  SECOND    CLASS 0
 HY0708
 HY0708.The horizontal coordinates were scaled from a topographic map and have
 HY0708.an estimated accuracy of +/- 6 seconds.
 HY0708
 HY0708.The orthometric height was determined by differential leveling
 HY0708.and adjusted by the National Geodetic Survey in June 1991..
 HY0708
 HY0708.The geoid height was determined by GEOID03.
 HY0708
 HY0708.The dynamic height is computed by dividing the NAVD 88
 HY0708.geopotential number by the normal gravity value computed on the
 HY0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0708.degrees latitude (g = 980.6199 gals.).
 HY0708
 HY0708.The modeled gravity was interpolated from observed gravity values.
 HY0708
 HY0708;                    North         East    Units  Estimated Accuracy
 HY0708;SPC WV S     -   112,860.      475,770.      MT  (+/- 180 meters Scaled)
 HY0708
 HY0708                          SUPERSEDED SURVEY CONTROL
 HY0708
 HY0708  NGVD 29 (??/??/92)  212.579  (m)          697.44   (f) ADJ UNCH    2 0
 HY0708
 HY0708.Superseded values are not recommended for survey control.
 HY0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0708.See file dsdata.txt to determine how the superseded data were derived.
 HY0708
 HY0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC758076(NAD 83)
 HY0708_MARKER: DB = BENCH MARK DISK
 HY0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0708_SP_SET: BRIDGE
 HY0708_STAMPING: Y 148 1957
 HY0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0708
 HY0708  HISTORY     - Date     Condition        Report By
 HY0708  HISTORY     - 1957     MONUMENTED       CGS
 HY0708
 HY0708                          STATION DESCRIPTION
 HY0708
 HY0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0708'2 MI S FROM DUNLOW.
 HY0708'ABOUT 2.0 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0708'DUNLOW, ABOUT 1.0 MILE NORTH OF A 100-FOOT BRIDGE OVER WEST
 HY0708'FORK OF TWELVEPOLE CREEK AND JUNCTION OF A ROAD EAST THRU
 HY0708'CABAWAYLINGO STATE FOREST, IN THE TOP OF NORTH END OF WEST
 HY0708'GUARD RAIL OF A 10-FOOT BRIDGE UNDER HIGHWAY, 16 FEET WEST OF
 HY0708'CENTER LINE OF HIGHWAY AND 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0733 ***********************************************************************
 HY0733  DESIGNATION -  Y 149
 HY0733  PID         -  HY0733
 HY0733  STATE/COUNTY-  WV/WAYNE
 HY0733  USGS QUAD   -  RADNOR (1989)
 HY0733
 HY0733                         *CURRENT SURVEY CONTROL
 HY0733  ___________________________________________________________________
 HY0733* NAD 83(1986)-  38 02 31.     (N)    082 27 46.     (W)     SCALED    
 HY0733* NAVD 88     -       250.885  (meters)     823.11   (feet)  ADJUSTED  
 HY0733  ___________________________________________________________________
 HY0733  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HY0733  DYNAMIC HT  -         250.706 (meters)     822.52  (feet)  COMP
 HY0733  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 HY0733
 HY0733  VERT ORDER  -  SECOND    CLASS 0
 HY0733
 HY0733.The horizontal coordinates were scaled from a topographic map and have
 HY0733.an estimated accuracy of +/- 6 seconds.
 HY0733
 HY0733.The orthometric height was determined by differential leveling
 HY0733.and adjusted by the National Geodetic Survey in June 1991..
 HY0733
 HY0733.The geoid height was determined by GEOID03.
 HY0733
 HY0733.The dynamic height is computed by dividing the NAVD 88
 HY0733.geopotential number by the normal gravity value computed on the
 HY0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0733.degrees latitude (g = 980.6199 gals.).
 HY0733
 HY0733.The modeled gravity was interpolated from observed gravity values.
 HY0733
 HY0733;                    North         East    Units  Estimated Accuracy
 HY0733;SPC WV S     -   116,660.      471,610.      MT  (+/- 180 meters Scaled)
 HY0733
 HY0733                          SUPERSEDED SURVEY CONTROL
 HY0733
 HY0733  NGVD 29 (??/??/92)  251.105  (m)          823.83   (f) ADJ UNCH    2 0
 HY0733
 HY0733.Superseded values are not recommended for survey control.
 HY0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0733.See file dsdata.txt to determine how the superseded data were derived.
 HY0733
 HY0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC716114(NAD 83)
 HY0733_MARKER: DB = BENCH MARK DISK
 HY0733_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HY0733_SP_SET: UNSPECIFIED ROCK
 HY0733_STAMPING: Y 149 1957
 HY0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0733
 HY0733  HISTORY     - Date     Condition        Report By
 HY0733  HISTORY     - 1957     MONUMENTED       CGS
 HY0733
 HY0733                          STATION DESCRIPTION
 HY0733
 HY0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0733'5.6 MI NE FROM GLENHAYES.
 HY0733'ABOUT 2.95 MILES SOUTHEAST AND NORTHEAST ALONG A GRAVEL AND DIRT
 HY0733'ROAD FOLLOWING LOST CREEK FROM THE SCHOOL AT GLENHAYES, THENCE
 HY0733'ABOUT 1.55 MILES NORTH ALONG A ROUGH ROAD LEADING OVER GAP INTO
 HY0733'MILL CREEK, THENCE ABOUT 1.05 MILES EAST ALONG MILL CREEK ROAD,
 HY0733'AT A 20-FOOT BRIDGE OVER MILL CREEK, ACROSS ROAD FROM A CHURCH,
 HY0733'SET VERTICALLY IN THE NORTH FACE OF A ROCK FORMING THE SOUTH
 HY0733'BANK OF CREEK, 34 FEET SOUTH OF AND ACROSS CREEK FROM CENTER
 HY0733'LINE OF ROAD, 61 FEET SOUTHEAST AND ACROSS ROAD AND CREEK FROM
 HY0733'SOUTHEAST CORNER OF CHURCH AND ABOUT 3 1/2 FEET ABOVE LEVEL OF
 HY0733'ROAD.  NOTE-- MARK IS REACHED FROM DUNLOW, WAYNE COUNTY, BY
 HY0733'GOING ABOUT 4.45 MILES NORTHWEST AND WEST ALONG A GRAVEL ROAD
 HY0733'FROM BRIDGE OVER WEST FORK OF TWELVEPOLE CREEK AND JUNCTION OF
 HY0733'U.S. HIGHWAY 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1984 ***********************************************************************
 HW1984  DESIGNATION -  Y 15
 HW1984  PID         -  HW1984
 HW1984  STATE/COUNTY-  WV/RANDOLPH
 HW1984  USGS QUAD   -  SNYDER KNOB (1995)
 HW1984
 HW1984                         *CURRENT SURVEY CONTROL
 HW1984  ___________________________________________________________________
 HW1984* NAD 83(1986)-  38 37 13.     (N)    079 53 20.     (W)     SCALED    
 HW1984* NAVD 88     -      1166.610  (meters)    3827.45   (feet)  ADJUSTED  
 HW1984  ___________________________________________________________________
 HW1984  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HW1984  DYNAMIC HT  -        1165.650 (meters)    3824.30  (feet)  COMP
 HW1984  MODELED GRAV-     979,763.6   (mgal)                       NAVD 88
 HW1984
 HW1984  VERT ORDER  -  SECOND    CLASS 0
 HW1984
 HW1984.The horizontal coordinates were scaled from a topographic map and have
 HW1984.an estimated accuracy of +/- 6 seconds.
 HW1984
 HW1984.The orthometric height was determined by differential leveling
 HW1984.and adjusted by the National Geodetic Survey in June 1991..
 HW1984
 HW1984.The geoid height was determined by GEOID03.
 HW1984
 HW1984.The dynamic height is computed by dividing the NAVD 88
 HW1984.geopotential number by the normal gravity value computed on the
 HW1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1984.degrees latitude (g = 980.6199 gals.).
 HW1984
 HW1984.The modeled gravity was interpolated from observed gravity values.
 HW1984
 HW1984;                    North         East    Units  Estimated Accuracy
 HW1984;SPC WV S     -   180,420.      696,760.      MT  (+/- 180 meters Scaled)
 HW1984
 HW1984                          SUPERSEDED SURVEY CONTROL
 HW1984
 HW1984  NGVD 29 (??/??/92) 1166.68   (m)         3827.7    (f) COMPUTED    2 0
 HW1984
 HW1984.Superseded values are not recommended for survey control.
 HW1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1984.See file dsdata.txt to determine how the superseded data were derived.
 HW1984
 HW1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC967752(NAD 83)
 HW1984_MARKER: DB = BENCH MARK DISK
 HW1984_SETTING: 80 = SET IN A BOULDER
 HW1984_STAMPING: Y 15 1933
 HW1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1984+STABILITY: SURFACE MOTION
 HW1984
 HW1984  HISTORY     - Date     Condition        Report By
 HW1984  HISTORY     - 1933     MONUMENTED       CGS
 HW1984  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1984
 HW1984                          STATION DESCRIPTION
 HW1984
 HW1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1984'11.2 MI SE FROM HUTTONSVILLE.
 HW1984'11.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM HUTTONSVILLE,
 HW1984'1.5 MILES NORTHWEST OF THE POST OFFICE AT CHEAT BRIDGE, 0.2
 HW1984'MILE EAST OF THE TOP OF CHEAT MOUNTAIN, 0.1 MILES WEST OF A
 HW1984'SMALL STREAM NEAR THE JUNCTION OF THE OLD HIGHWAY WITH THE
 HW1984'NEW, 20 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, 5 YARDS
 HW1984'EAST OF A SMALL BROOK, AND IN THE FACE OF A LARGE BOULDER.  A
 HW1984'STANDARD DISK, STAMPED Y 15 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0518 ***********************************************************************
 HY0518  DESIGNATION -  Y 151
 HY0518  PID         -  HY0518
 HY0518  STATE/COUNTY-  WV/LINCOLN
 HY0518  USGS QUAD   -  BRANCHLAND (1987)
 HY0518
 HY0518                         *CURRENT SURVEY CONTROL
 HY0518  ___________________________________________________________________
 HY0518* NAD 83(1986)-  38 12 53.     (N)    082 11 19.     (W)     SCALED    
 HY0518* NAVD 88     -       186.727  (meters)     612.62   (feet)  ADJUSTED  
 HY0518  ___________________________________________________________________
 HY0518  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HY0518  DYNAMIC HT  -         186.595 (meters)     612.19  (feet)  COMP
 HY0518  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 HY0518
 HY0518  VERT ORDER  -  SECOND    CLASS 0
 HY0518
 HY0518.The horizontal coordinates were scaled from a topographic map and have
 HY0518.an estimated accuracy of +/- 6 seconds.
 HY0518
 HY0518.The orthometric height was determined by differential leveling
 HY0518.and adjusted by the National Geodetic Survey in June 1991..
 HY0518
 HY0518.The geoid height was determined by GEOID03.
 HY0518
 HY0518.The dynamic height is computed by dividing the NAVD 88
 HY0518.geopotential number by the normal gravity value computed on the
 HY0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0518.degrees latitude (g = 980.6199 gals.).
 HY0518
 HY0518.The modeled gravity was interpolated from observed gravity values.
 HY0518
 HY0518;                    North         East    Units  Estimated Accuracy
 HY0518;SPC WV S     -   135,490.      495,920.      MT  (+/- 180 meters Scaled)
 HY0518
 HY0518                          SUPERSEDED SURVEY CONTROL
 HY0518
 HY0518  NGVD 29 (??/??/92)  186.932  (m)          613.29   (f) ADJ UNCH    2 0
 HY0518
 HY0518.Superseded values are not recommended for survey control.
 HY0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0518.See file dsdata.txt to determine how the superseded data were derived.
 HY0518
 HY0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC959303(NAD 83)
 HY0518_MARKER: DB = BENCH MARK DISK
 HY0518_SETTING: 80 = SET IN A BOULDER
 HY0518_SP_SET: BOULDER
 HY0518_STAMPING: Y 151 1957
 HY0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0518+STABILITY: SURFACE MOTION
 HY0518
 HY0518  HISTORY     - Date     Condition        Report By
 HY0518  HISTORY     - 1957     MONUMENTED       CGS
 HY0518
 HY0518                          STATION DESCRIPTION
 HY0518
 HY0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0518'0.8 MI S FROM BRANCHLAND.
 HY0518'ABOUT 0.85 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY0518'THE STATION AT BRANCHLAND, 0.35 MILE SOUTH OF MILEPOLE 23, 78
 HY0518'FEET NORTHEAST OF THE NORTHEAST RAIL AND AT THE OUTSIDE OF A
 HY0518'CURVE, 16 FEET NORTHEAST OF THE CENTER LINE OF THE BLACKTOP
 HY0518'ROAD PARALLELING THE TRACK, SET VERTICALLY IN THE SOUTHWEST
 HY0518'FACE OF A 5 FOOT HIGH BOULDER IN CUT BANK, 1 1/2 FEET ABOVE
 HY0518'THE LEVEL OF THE BLACK TOP ROAD AND 15 FEET ABOVE THE LEVEL
 HY0518'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0577 ***********************************************************************
 HY0577  DESIGNATION -  Y 152
 HY0577  PID         -  HY0577
 HY0577  STATE/COUNTY-  WV/LINCOLN
 HY0577  USGS QUAD   -  HAGER (1962)
 HY0577
 HY0577                         *CURRENT SURVEY CONTROL
 HY0577  ___________________________________________________________________
 HY0577* NAD 83(1986)-  38 10 50.     (N)    082 01 58.     (W)     SCALED    
 HY0577* NAVD 88     -       228.545  (meters)     749.82   (feet)  ADJUSTED  
 HY0577  ___________________________________________________________________
 HY0577  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY0577  DYNAMIC HT  -         228.382 (meters)     749.28  (feet)  COMP
 HY0577  MODELED GRAV-     979,909.4   (mgal)                       NAVD 88
 HY0577
 HY0577  VERT ORDER  -  SECOND    CLASS 0
 HY0577
 HY0577.The horizontal coordinates were scaled from a topographic map and have
 HY0577.an estimated accuracy of +/- 6 seconds.
 HY0577
 HY0577.The orthometric height was determined by differential leveling
 HY0577.and adjusted by the National Geodetic Survey in June 1991..
 HY0577
 HY0577.The geoid height was determined by GEOID03.
 HY0577
 HY0577.The dynamic height is computed by dividing the NAVD 88
 HY0577.geopotential number by the normal gravity value computed on the
 HY0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0577.degrees latitude (g = 980.6199 gals.).
 HY0577
 HY0577.The modeled gravity was interpolated from observed gravity values.
 HY0577
 HY0577;                    North         East    Units  Estimated Accuracy
 HY0577;SPC WV S     -   131,530.      509,520.      MT  (+/- 180 meters Scaled)
 HY0577
 HY0577                          SUPERSEDED SURVEY CONTROL
 HY0577
 HY0577  NGVD 29 (??/??/92)  228.754  (m)          750.50   (f) ADJ UNCH    2 0
 HY0577
 HY0577.Superseded values are not recommended for survey control.
 HY0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0577.See file dsdata.txt to determine how the superseded data were derived.
 HY0577
 HY0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC095263(NAD 83)
 HY0577_MARKER: DB = BENCH MARK DISK
 HY0577_SETTING: 66 = SET IN ROCK OUTCROP
 HY0577_SP_SET: ROCK CUT
 HY0577_STAMPING: Y 152 1957
 HY0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0577+STABILITY: POSITION/ELEVATION WELL
 HY0577
 HY0577  HISTORY     - Date     Condition        Report By
 HY0577  HISTORY     - 1957     MONUMENTED       CGS
 HY0577
 HY0577                          STATION DESCRIPTION
 HY0577
 HY0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0577'6.4 MI SW FROM GRIFFITHSVILLE.
 HY0577'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 HY0577'AT GRIFFITHSVILLE, THENCE 6.0 MILE SOUTH AND WEST ALONG THE MAIN
 HY0577'GRAVEL ROAD, 1.9 MILE SOUTHWEST OF THE TOP OF THE GRADE AND
 HY0577'GAP, 1.8 MILE NORTHEAST ALONG ROAD FOLLOWING PARSNER CREEK FROM
 HY0577'ITS JUNCTION WITH BLACKTOP ROAD LEADING NORTHWEST TO SIAS AND
 HY0577'MYRA AND SOUTH TO PALERMO AND SPURLOCKVILLE, 63 YARDS WEST OF
 HY0577'30-INCH CORRUGATED PIPE CULVERT FOR CREEK BRANCH, 87 YARDS WEST
 HY0577'OF PARSNER CREEK SCHOOL, 10 1/2 FEET NORTH OF THE CENTER LINE
 HY0577'OF THE ROAD, SET VERTICALLY IN THE SOUTH FACE OF A 1 1/2 FOOT
 HY0577'THICK LAYER OF ROCK IN A 15 FOOT HIGH CUT, 2 1/2 FEET ABOVE THE
 HY0577'BOTTOM OF DITCH AND 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2200 ***********************************************************************
 HX2200  DESIGNATION -  Y 153
 HX2200  PID         -  HX2200
 HX2200  STATE/COUNTY-  WV/LINCOLN
 HX2200  USGS QUAD   -  MUD (1976)
 HX2200
 HX2200                         *CURRENT SURVEY CONTROL
 HX2200  ___________________________________________________________________
 HX2200* NAD 83(1986)-  38 03 45.     (N)    081 59 49.     (W)     SCALED    
 HX2200* NAVD 88     -       303.476  (meters)     995.65   (feet)  ADJUSTED  
 HX2200  ___________________________________________________________________
 HX2200  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HX2200  DYNAMIC HT  -         303.258 (meters)     994.94  (feet)  COMP
 HX2200  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 HX2200
 HX2200  VERT ORDER  -  SECOND    CLASS 0
 HX2200
 HX2200.The horizontal coordinates were scaled from a topographic map and have
 HX2200.an estimated accuracy of +/- 6 seconds.
 HX2200
 HX2200.The orthometric height was determined by differential leveling
 HX2200.and adjusted by the National Geodetic Survey in June 1991..
 HX2200
 HX2200.The geoid height was determined by GEOID03.
 HX2200
 HX2200.The dynamic height is computed by dividing the NAVD 88
 HX2200.geopotential number by the normal gravity value computed on the
 HX2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2200.degrees latitude (g = 980.6199 gals.).
 HX2200
 HX2200.The modeled gravity was interpolated from observed gravity values.
 HX2200
 HX2200;                    North         East    Units  Estimated Accuracy
 HX2200;SPC WV S     -   118,400.      512,520.      MT  (+/- 180 meters Scaled)
 HX2200
 HX2200                          SUPERSEDED SURVEY CONTROL
 HX2200
 HX2200  NGVD 29 (??/??/92)  303.690  (m)          996.36   (f) ADJ UNCH    2 0
 HX2200
 HX2200.Superseded values are not recommended for survey control.
 HX2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2200.See file dsdata.txt to determine how the superseded data were derived.
 HX2200
 HX2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC125132(NAD 83)
 HX2200_MARKER: DB = BENCH MARK DISK
 HX2200_SETTING: 66 = SET IN ROCK OUTCROP
 HX2200_SP_SET: ROCK CUT
 HX2200_STAMPING: Y 153 1957
 HX2200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2200+STABILITY: POSITION/ELEVATION WELL
 HX2200
 HX2200  HISTORY     - Date     Condition        Report By
 HX2200  HISTORY     - 1957     MONUMENTED       CGS
 HX2200
 HX2200                          STATION DESCRIPTION
 HX2200
 HX2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2200'3.6 MI NNW FROM DOLLIE.
 HX2200'ABOUT 1.95 MILE NORTHWEST ALONG GRAVEL ROAD FROM THE SCHOOL AT
 HX2200'DOLLIE, THENCE 1.65 MILE NORTHEAST ALONG TRAIL ROAD, 0.25 MILE
 HX2200'NORTHEAST OF A LOG BARN THAT THE TRAIL ROAD PASSES THROUGH, 71
 HX2200'FEET NORTHEAST OF THE JUNCTION OF TRAIL ROAD SOUTH, 15 1/2
 HX2200'FEET NORTH OF THE CENTERLINE OF THE ROAD, SET VERTICALLY IN
 HX2200'THE SOUTH FACE OF A 1 1/2 FEET HIGH AND 10 FEET WIDE ROCK IN CUT,
 HX2200'ABOUT 1/2 FEET ABOVE THE GROUND AND 5 1/2 FEET ABOVE THE LEVEL OF
 HX2200'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0497 ***********************************************************************
 HY0497  DESIGNATION -  Y 154
 HY0497  PID         -  HY0497
 HY0497  STATE/COUNTY-  WV/LINCOLN
 HY0497  USGS QUAD   -  RANGER (1976)
 HY0497
 HY0497                         *CURRENT SURVEY CONTROL
 HY0497  ___________________________________________________________________
 HY0497* NAD 83(1986)-  38 01 50.     (N)    082 07 43.     (W)     SCALED    
 HY0497* NAVD 88     -       190.156  (meters)     623.87   (feet)  ADJUSTED  
 HY0497  ___________________________________________________________________
 HY0497  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HY0497  DYNAMIC HT  -         190.019 (meters)     623.42  (feet)  COMP
 HY0497  MODELED GRAV-     979,904.7   (mgal)                       NAVD 88
 HY0497
 HY0497  VERT ORDER  -  SECOND    CLASS 0
 HY0497
 HY0497.The horizontal coordinates were scaled from a topographic map and have
 HY0497.an estimated accuracy of +/- 6 seconds.
 HY0497
 HY0497.The orthometric height was determined by differential leveling
 HY0497.and adjusted by the National Geodetic Survey in June 1991..
 HY0497
 HY0497.The geoid height was determined by GEOID03.
 HY0497
 HY0497.The dynamic height is computed by dividing the NAVD 88
 HY0497.geopotential number by the normal gravity value computed on the
 HY0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0497.degrees latitude (g = 980.6199 gals.).
 HY0497
 HY0497.The modeled gravity was interpolated from observed gravity values.
 HY0497
 HY0497;                    North         East    Units  Estimated Accuracy
 HY0497;SPC WV S     -   114,980.      500,920.      MT  (+/- 180 meters Scaled)
 HY0497
 HY0497                          SUPERSEDED SURVEY CONTROL
 HY0497
 HY0497  NGVD 29 (??/??/92)  190.372  (m)          624.58   (f) ADJ UNCH    2 0
 HY0497
 HY0497.Superseded values are not recommended for survey control.
 HY0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0497.See file dsdata.txt to determine how the superseded data were derived.
 HY0497
 HY0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC009098(NAD 83)
 HY0497_MARKER: DB = BENCH MARK DISK
 HY0497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0497_SP_SET: CULVERT
 HY0497_STAMPING: Y 154 1957
 HY0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0497
 HY0497  HISTORY     - Date     Condition        Report By
 HY0497  HISTORY     - 1957     MONUMENTED       CGS
 HY0497
 HY0497                          STATION DESCRIPTION
 HY0497
 HY0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0497'AT HART.
 HY0497'AT HART, ALONG THE CHESAPEAKE AND OHIO RAILWAY, ABOUT 60 YARDS
 HY0497'SOUTHEAST OF CROSSING OF THE TRACK AND STATE HIGHWAY 10, IN
 HY0497'THE TOP OF NORTHWEST END OF SOUTHWEST HEAD WALL OF A 3-FOOT
 HY0497'CONCRETE BOX CULVERT UNDER HIGHWAY 10, 33 1/2 FEET NORTHEAST
 HY0497'OF NORTHEAST RAIL OF NORTHEAST TRACK AND ABOUT 3 FEET BELOW
 HY0497'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0397 ***********************************************************************
 GY0397  DESIGNATION -  Y 155
 GY0397  PID         -  GY0397
 GY0397  STATE/COUNTY-  WV/LOGAN
 GY0397  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0397
 GY0397                         *CURRENT SURVEY CONTROL
 GY0397  ___________________________________________________________________
 GY0397* NAD 83(1986)-  37 55 34.     (N)    082 05 23.     (W)     SCALED    
 GY0397* NAVD 88     -       245.040  (meters)     803.94   (feet)  ADJUSTED  
 GY0397  ___________________________________________________________________
 GY0397  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GY0397  DYNAMIC HT  -         244.860 (meters)     803.34  (feet)  COMP
 GY0397  MODELED GRAV-     979,886.4   (mgal)                       NAVD 88
 GY0397
 GY0397  VERT ORDER  -  SECOND    CLASS 0
 GY0397
 GY0397.The horizontal coordinates were scaled from a topographic map and have
 GY0397.an estimated accuracy of +/- 6 seconds.
 GY0397
 GY0397.The orthometric height was determined by differential leveling
 GY0397.and adjusted by the National Geodetic Survey in June 1991..
 GY0397
 GY0397.The geoid height was determined by GEOID03.
 GY0397
 GY0397.The dynamic height is computed by dividing the NAVD 88
 GY0397.geopotential number by the normal gravity value computed on the
 GY0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0397.degrees latitude (g = 980.6199 gals.).
 GY0397
 GY0397.The modeled gravity was interpolated from observed gravity values.
 GY0397
 GY0397;                    North         East    Units  Estimated Accuracy
 GY0397;SPC WV S     -   103,350.      504,200.      MT  (+/- 180 meters Scaled)
 GY0397
 GY0397                          SUPERSEDED SURVEY CONTROL
 GY0397
 GY0397  NGVD 29 (??/??/92)  245.252  (m)          804.63   (f) ADJ UNCH    2 0
 GY0397
 GY0397.Superseded values are not recommended for survey control.
 GY0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0397.See file dsdata.txt to determine how the superseded data were derived.
 GY0397
 GY0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB042981(NAD 83)
 GY0397_MARKER: DB = BENCH MARK DISK
 GY0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0397_STAMPING: Y 155 1957
 GY0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0397+STABILITY: SURFACE MOTION
 GY0397
 GY0397  HISTORY     - Date     Condition        Report By
 GY0397  HISTORY     - 1957     MONUMENTED       CGS
 GY0397
 GY0397                          STATION DESCRIPTION
 GY0397
 GY0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0397'7 MI SW FROM CHAPMANVILLE.
 GY0397'ABOUT 5.75 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE HIGH
 GY0397'SCHOOL AT CHAPMANVILLE, THENCE ABOUT 1.3 MILES SOUTH ALONG A
 GY0397'ROAD FOLLOWING SMOKEHOUSE FORK UPSTREAM, ABOUT 1.2 MILES NORTH
 GY0397'OF CONLEY SCHOOL, 0.3 MILE NORTH OF JUNCTION OF A SMALL ROAD
 GY0397'LEADING WEST ALONG WHITEOAK BRANCH, 21 FEET NORTHWEST OF CENTER
 GY0397'LINE OF ROAD, 29 FEET SOUTHWEST OF CENTER LINE OF A DRIVE
 GY0397'NORTHWEST ACROSS BRIDGE TO A FARM HOUSE, ABOUT 10 YARDS SOUTHEAST
 GY0397'OF CENTER OF CREEK BED, 2 FEET SOUTH OF A CONCRETE WITNESS
 GY0397'POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 GY0397'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2217 ***********************************************************************
 HX2217  DESIGNATION -  Y 156
 HX2217  PID         -  HX2217
 HX2217  STATE/COUNTY-  WV/BOONE
 HX2217  USGS QUAD   -  MUD (1976)
 HX2217
 HX2217                         *CURRENT SURVEY CONTROL
 HX2217  ___________________________________________________________________
 HX2217* NAD 83(1986)-  38 01 19.     (N)    081 55 02.     (W)     SCALED    
 HX2217* NAVD 88     -       312.352  (meters)    1024.77   (feet)  ADJUSTED  
 HX2217  ___________________________________________________________________
 HX2217  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HX2217  DYNAMIC HT  -         312.127 (meters)    1024.04  (feet)  COMP
 HX2217  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 HX2217
 HX2217  VERT ORDER  -  SECOND    CLASS 0
 HX2217
 HX2217.The horizontal coordinates were scaled from a topographic map and have
 HX2217.an estimated accuracy of +/- 6 seconds.
 HX2217
 HX2217.The orthometric height was determined by differential leveling
 HX2217.and adjusted by the National Geodetic Survey in June 1991..
 HX2217
 HX2217.The geoid height was determined by GEOID03.
 HX2217
 HX2217.The dynamic height is computed by dividing the NAVD 88
 HX2217.geopotential number by the normal gravity value computed on the
 HX2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2217.degrees latitude (g = 980.6199 gals.).
 HX2217
 HX2217.The modeled gravity was interpolated from observed gravity values.
 HX2217
 HX2217;                    North         East    Units  Estimated Accuracy
 HX2217;SPC WV S     -   113,820.      519,470.      MT  (+/- 180 meters Scaled)
 HX2217
 HX2217                          SUPERSEDED SURVEY CONTROL
 HX2217
 HX2217  NGVD 29 (??/??/92)  312.562  (m)         1025.46   (f) ADJ UNCH    2 0
 HX2217
 HX2217.Superseded values are not recommended for survey control.
 HX2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2217.See file dsdata.txt to determine how the superseded data were derived.
 HX2217
 HX2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC194086(NAD 83)
 HX2217_MARKER: DB = BENCH MARK DISK
 HX2217_SETTING: 66 = SET IN ROCK OUTCROP
 HX2217_SP_SET: ROCK CUT
 HX2217_STAMPING: Y 156 1957
 HX2217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2217+STABILITY: POSITION/ELEVATION WELL
 HX2217
 HX2217  HISTORY     - Date     Condition        Report By
 HX2217  HISTORY     - 1957     MONUMENTED       CGS
 HX2217
 HX2217                          STATION DESCRIPTION
 HX2217
 HX2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2217'9.3 MI SW FROM MADISON.
 HX2217'ABOUT 2.9 MILE SOUTH ALONG U.S. 119 FROM ITS JUNCTION WITH STATE
 HX2217'HIGHWAY 79 AT MADISON, THENCE 3.3 MILE SOUTHWEST ALONG GRAVEL
 HX2217'ROAD, THENCE 1.45 MILE SOUTHWEST ALONG BLACKTOP ROAD, THENCE
 HX2217'1.65 MILE NORTHWEST ALONG GRAVEL ROAD, 70 YARDS WEST OF THE
 HX2217'CENTER OF JUNCTION OF ROAD LEADING WEST AND UPHILL INTO BIG
 HX2217'CREEK AND ROAD LEADING NORTHWEST AND DOWNHILL INTO BIG UGLY
 HX2217'CREEK, 16 1/2 FEET SOUTH OF THE CENTERLINE OF THE ROAD, SET
 HX2217'VERTICALLY IN THE NORTH FACE OF A 2 1/2 FEET LAYER OF ROCK IN A
 HX2217'CUT, 2 FEET EAST OF THE WEST END OF THE ROCK, ABOUT 3 FEET
 HX2217'ABOVE THE GROUND AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2233 ***********************************************************************
 GX2233  DESIGNATION -  Y 157
 GX2233  PID         -  GX2233
 GX2233  STATE/COUNTY-  WV/LOGAN
 GX2233  USGS QUAD   -  HENLAWSON (1976)
 GX2233
 GX2233                         *CURRENT SURVEY CONTROL
 GX2233  ___________________________________________________________________
 GX2233* NAD 83(1986)-  37 56 08.     (N)    081 59 22.     (W)     SCALED    
 GX2233* NAVD 88     -       202.192  (meters)     663.36   (feet)  ADJUSTED  
 GX2233  ___________________________________________________________________
 GX2233  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GX2233  DYNAMIC HT  -         202.045 (meters)     662.88  (feet)  COMP
 GX2233  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 GX2233
 GX2233  VERT ORDER  -  SECOND    CLASS 0
 GX2233
 GX2233.The horizontal coordinates were scaled from a topographic map and have
 GX2233.an estimated accuracy of +/- 6 seconds.
 GX2233
 GX2233.The orthometric height was determined by differential leveling
 GX2233.and adjusted by the National Geodetic Survey in June 1991..
 GX2233
 GX2233.The geoid height was determined by GEOID03.
 GX2233
 GX2233.The dynamic height is computed by dividing the NAVD 88
 GX2233.geopotential number by the normal gravity value computed on the
 GX2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2233.degrees latitude (g = 980.6199 gals.).
 GX2233
 GX2233.The modeled gravity was interpolated from observed gravity values.
 GX2233
 GX2233;                    North         East    Units  Estimated Accuracy
 GX2233;SPC WV S     -   104,300.      513,030.      MT  (+/- 180 meters Scaled)
 GX2233
 GX2233                          SUPERSEDED SURVEY CONTROL
 GX2233
 GX2233  NGVD 29 (??/??/92)  202.403  (m)          664.05   (f) ADJ UNCH    2 0
 GX2233
 GX2233.Superseded values are not recommended for survey control.
 GX2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2233.See file dsdata.txt to determine how the superseded data were derived.
 GX2233
 GX2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB130991(NAD 83)
 GX2233_MARKER: DB = BENCH MARK DISK
 GX2233_SETTING: 66 = SET IN ROCK OUTCROP
 GX2233_SP_SET: ROCK CUT
 GX2233_STAMPING: Y 157 1957
 GX2233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2233+STABILITY: POSITION/ELEVATION WELL
 GX2233
 GX2233  HISTORY     - Date     Condition        Report By
 GX2233  HISTORY     - 1957     MONUMENTED       CGS
 GX2233
 GX2233                          STATION DESCRIPTION
 GX2233
 GX2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2233'0.8 MI NW FROM PECKS MILL.
 GX2233'ABOUT 0.8 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX2233'THE OVERPASS OF STATE HIGHWAY 10 OVER TRACKS AT PECKS MILL, ABOUT
 GX2233'318 YARDS SOUTHEAST OF MILE POST 58, 65 YARDS EAST AND ACROSS
 GX2233'TRACKS FROM A SECTION TOOL HOUSE, 76 YARDS SOUTHEAST OF ROAD
 GX2233'CROSSING LEADING TO SECTION HOUSE, SET VERTICALLY IN THE SOUTHWEST
 GX2233'FACE OF A 4-FOOT THICK LAYER OF ROCK IN A CUT, 10 1/2 FEET
 GX2233'NORTHEAST OF NORTHEAST RAIL OF NORTHEAST MAIN TRACK, 5 FEET ABOVE
 GX2233'BOTTOM OF DITCH AND ABOUT 2 1/2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0348 ***********************************************************************
 GY0348  DESIGNATION -  Y 158
 GY0348  PID         -  GY0348
 GY0348  STATE/COUNTY-  WV/MINGO
 GY0348  USGS QUAD   -  WILSONDALE (1981)
 GY0348
 GY0348                         *CURRENT SURVEY CONTROL
 GY0348  ___________________________________________________________________
 GY0348* NAD 83(1986)-  37 54 09.     (N)    082 18 17.     (W)     SCALED    
 GY0348* NAVD 88     -       348.132  (meters)    1142.16   (feet)  ADJUSTED  
 GY0348  ___________________________________________________________________
 GY0348  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GY0348  DYNAMIC HT  -         347.878 (meters)    1141.33  (feet)  COMP
 GY0348  MODELED GRAV-     979,888.9   (mgal)                       NAVD 88
 GY0348
 GY0348  VERT ORDER  -  SECOND    CLASS 0
 GY0348
 GY0348.The horizontal coordinates were scaled from a topographic map and have
 GY0348.an estimated accuracy of +/- 6 seconds.
 GY0348
 GY0348.The orthometric height was determined by differential leveling
 GY0348.and adjusted by the National Geodetic Survey in June 1991..
 GY0348
 GY0348.The geoid height was determined by GEOID03.
 GY0348
 GY0348.The dynamic height is computed by dividing the NAVD 88
 GY0348.geopotential number by the normal gravity value computed on the
 GY0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0348.degrees latitude (g = 980.6199 gals.).
 GY0348
 GY0348.The modeled gravity was interpolated from observed gravity values.
 GY0348
 GY0348;                    North         East    Units  Estimated Accuracy
 GY0348;SPC WV S     -   100,970.      485,260.      MT  (+/- 180 meters Scaled)
 GY0348
 GY0348                          SUPERSEDED SURVEY CONTROL
 GY0348
 GY0348  NGVD 29 (??/??/92)  348.346  (m)         1142.87   (f) ADJ UNCH    2 0
 GY0348
 GY0348.Superseded values are not recommended for survey control.
 GY0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0348.See file dsdata.txt to determine how the superseded data were derived.
 GY0348
 GY0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB852958(NAD 83)
 GY0348_MARKER: DB = BENCH MARK DISK
 GY0348_SETTING: 66 = SET IN ROCK OUTCROP
 GY0348_SP_SET: ROCK CUT
 GY0348_STAMPING: Y 158 1957
 GY0348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0348+STABILITY: POSITION/ELEVATION WELL
 GY0348
 GY0348  HISTORY     - Date     Condition        Report By
 GY0348  HISTORY     - 1957     MONUMENTED       CGS
 GY0348
 GY0348                          STATION DESCRIPTION
 GY0348
 GY0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0348'6.2 MI NE FROM SELWYN.
 GY0348'ABOUT 0.15 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GY0348'AT SELWYN, THENCE ABOUT 2.8 MILES NORTHEAST ALONG A GRAVEL ROAD,
 GY0348'THENCE ABOUT 3.2 MILES EAST AND NORTHEAST ALONG JENNIE CREEK ROAD
 GY0348'AND ROAD LEADING OVER GAP INTO BREEDEN CREEK, ABOUT 0.15 MILE
 GY0348'SOUTHWEST OF TOP OF GRADE, SET VERTICALLY IN THE SOUTHEAST FACE
 GY0348'OF A ROCK ABOUT 150-FEET LONG AND 3-FEET HIGH WHICH IS PART OF A
 GY0348'ROCK CUT, 20 FEET NORTHWEST OF CENTER LINE OF ROAD, 42 FEET
 GY0348'SOUTHWEST OF NORTHEAST END OF ROCK AND ABOUT 4 FEET ABOVE LEVEL
 GY0348'OF ROAD.  NOTE-- MARK IS REACHED FROM BREEDEN, MINGO COUNTY, BY
 GY0348'GOING ABOUT 3.4 MILES SOUTHWEST ALONG A ROAD FOLLOWING BREEDEN
 GY0348'CREEK AND LEADING OVER GAP INTO JENNIE CREEK FROM THE JUNCTION
 GY0348'OF ROAD FOLLOWING OLD GRADE OF NORFOLK AND WESTERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0739 ***********************************************************************
 HY0739  DESIGNATION -  Y 159
 HY0739  PID         -  HY0739
 HY0739  STATE/COUNTY-  WV/WAYNE
 HY0739  USGS QUAD   -  RADNOR (1989)
 HY0739
 HY0739                         *CURRENT SURVEY CONTROL
 HY0739  ___________________________________________________________________
 HY0739* NAD 83(1986)-  38 01 30.     (N)    082 24 02.     (W)     SCALED    
 HY0739* NAVD 88     -       246.531  (meters)     808.83   (feet)  ADJUSTED  
 HY0739  ___________________________________________________________________
 HY0739  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HY0739  DYNAMIC HT  -         246.353 (meters)     808.24  (feet)  COMP
 HY0739  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 HY0739
 HY0739  VERT ORDER  -  SECOND    CLASS 0
 HY0739
 HY0739.The horizontal coordinates were scaled from a topographic map and have
 HY0739.an estimated accuracy of +/- 6 seconds.
 HY0739
 HY0739.The orthometric height was determined by differential leveling
 HY0739.and adjusted by the National Geodetic Survey in June 1991..
 HY0739
 HY0739.The geoid height was determined by GEOID03.
 HY0739
 HY0739.The dynamic height is computed by dividing the NAVD 88
 HY0739.geopotential number by the normal gravity value computed on the
 HY0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0739.degrees latitude (g = 980.6199 gals.).
 HY0739
 HY0739.The modeled gravity was interpolated from observed gravity values.
 HY0739
 HY0739;                    North         East    Units  Estimated Accuracy
 HY0739;SPC WV S     -   114,690.      477,040.      MT  (+/- 180 meters Scaled)
 HY0739
 HY0739                          SUPERSEDED SURVEY CONTROL
 HY0739
 HY0739  NGVD 29 (??/??/92)  246.745  (m)          809.53   (f) ADJ UNCH    2 0
 HY0739
 HY0739.Superseded values are not recommended for survey control.
 HY0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0739.See file dsdata.txt to determine how the superseded data were derived.
 HY0739
 HY0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC770095(NAD 83)
 HY0739_MARKER: DB = BENCH MARK DISK
 HY0739_SETTING: 66 = SET IN ROCK OUTCROP
 HY0739_SP_SET: ROCK CUT
 HY0739_STAMPING: Y 159 1957
 HY0739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0739+STABILITY: POSITION/ELEVATION WELL
 HY0739
 HY0739  HISTORY     - Date     Condition        Report By
 HY0739  HISTORY     - 1957     MONUMENTED       CGS
 HY0739
 HY0739                          STATION DESCRIPTION
 HY0739
 HY0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0739'2.6 MI E FROM DUNLOW.
 HY0739'ABOUT 0.8 MILE ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT DUNLOW,
 HY0739'THENCE ABOUT 1.8 MILES SOUTHEAST AND EAST ALONG A ROAD FOLLOWING
 HY0739'BIG BRANCH, ABOUT 92 YARDS SOUTHEAST OF JUNCTION OF A NARROW DIRT
 HY0739'ROAD LEADING NORTHEAST ALONG A SMALL BRANCH, SET VERTICALLY IN
 HY0739'THE SOUTHWEST FACE OF A ROCK CUT, 12 FEET NORTHEAST OF CENTER
 HY0739'LINE OF ROAD, 24 FEET SOUTHEAST OF NORTHWEST END OF ROCK PART OF
 HY0739'CUT AND 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1420 ***********************************************************************
 HW1420  DESIGNATION -  Y 16
 HW1420  PID         -  HW1420
 HW1420  STATE/COUNTY-  WV/PENDLETON
 HW1420  USGS QUAD   -  CIRCLEVILLE (1995)
 HW1420
 HW1420                         *CURRENT SURVEY CONTROL
 HW1420  ___________________________________________________________________
 HW1420* NAD 83(1986)-  38 39 50.     (N)    079 24 16.     (W)     SCALED    
 HW1420* NAVD 88     -       807.110  (meters)    2647.99   (feet)  ADJUSTED  
 HW1420  ___________________________________________________________________
 HW1420  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HW1420  DYNAMIC HT  -         806.525 (meters)    2646.07  (feet)  COMP
 HW1420  MODELED GRAV-     979,874.9   (mgal)                       NAVD 88
 HW1420
 HW1420  VERT ORDER  -  SECOND    CLASS 0
 HW1420
 HW1420.The horizontal coordinates were scaled from a topographic map and have
 HW1420.an estimated accuracy of +/- 6 seconds.
 HW1420
 HW1420.The orthometric height was determined by differential leveling
 HW1420.and adjusted by the National Geodetic Survey in June 1991..
 HW1420
 HW1420.The geoid height was determined by GEOID03.
 HW1420
 HW1420.The dynamic height is computed by dividing the NAVD 88
 HW1420.geopotential number by the normal gravity value computed on the
 HW1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1420.degrees latitude (g = 980.6199 gals.).
 HW1420
 HW1420.The modeled gravity was interpolated from observed gravity values.
 HW1420
 HW1420;                    North         East    Units  Estimated Accuracy
 HW1420;SPC WV S     -   185,870.      738,860.      MT  (+/- 180 meters Scaled)
 HW1420
 HW1420                          SUPERSEDED SURVEY CONTROL
 HW1420
 HW1420  NGVD 29 (??/??/92)  807.244  (m)         2648.43   (f) ADJ UNCH    2 0
 HW1420
 HW1420.Superseded values are not recommended for survey control.
 HW1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1420.See file dsdata.txt to determine how the superseded data were derived.
 HW1420
 HW1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC388806(NAD 83)
 HW1420_MARKER: DB = BENCH MARK DISK
 HW1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1420_STAMPING: Y 16 1934
 HW1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1420+STABILITY: SURFACE MOTION
 HW1420
 HW1420  HISTORY     - Date     Condition        Report By
 HW1420  HISTORY     - 1934     MONUMENTED       CGS
 HW1420  HISTORY     - 1954     GOOD             USE
 HW1420
 HW1420                          STATION DESCRIPTION
 HW1420
 HW1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1420'6.1 MI W FROM FRANKLIN.
 HW1420'6.1 MILES WEST ALONG U.S. HIGHWAY 33 FROM FRANKLIN, PENDLETON
 HW1420'COUNTY, 75 YARDS EAST OF A TWO-STORY DWELLING, ON AN ABRUPT
 HW1420'CURVE, 8 YARDS SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 3
 HW1420'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Y 16
 HW1420'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 105 FEET
 HW1420'SOUTHWEST OF CENTERLINE OF OLD HIGHWAY AND DRIVE NORTHWEST,
 HW1420'30 FEET WEST OF CENTERLINE OF OLD HIGHWAY.
 HW1420
 HW1420                          STATION RECOVERY (1954)
 HW1420
 HW1420'RECOVERY NOTE BY US ENGINEERS 1954
 HW1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0226 ***********************************************************************
 GY0226  DESIGNATION -  Y 160
 GY0226  PID         -  GY0226
 GY0226  STATE/COUNTY-  WV/WAYNE
 GY0226  USGS QUAD   -  WEBB (1989)
 GY0226
 GY0226                         *CURRENT SURVEY CONTROL
 GY0226  ___________________________________________________________________
 GY0226* NAD 83(1986)-  37 59 47.     (N)    082 24 02.     (W)     SCALED    
 GY0226* NAVD 88     -       217.050  (meters)     712.10   (feet)  ADJUSTED  
 GY0226  ___________________________________________________________________
 GY0226  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GY0226  DYNAMIC HT  -         216.892 (meters)     711.59  (feet)  COMP
 GY0226  MODELED GRAV-     979,899.1   (mgal)                       NAVD 88
 GY0226
 GY0226  VERT ORDER  -  SECOND    CLASS 0
 GY0226
 GY0226.The horizontal coordinates were scaled from a topographic map and have
 GY0226.an estimated accuracy of +/- 6 seconds.
 GY0226
 GY0226.The orthometric height was determined by differential leveling
 GY0226.and adjusted by the National Geodetic Survey in June 1991..
 GY0226
 GY0226.The geoid height was determined by GEOID03.
 GY0226
 GY0226.The dynamic height is computed by dividing the NAVD 88
 GY0226.geopotential number by the normal gravity value computed on the
 GY0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0226.degrees latitude (g = 980.6199 gals.).
 GY0226
 GY0226.The modeled gravity was interpolated from observed gravity values.
 GY0226
 GY0226;                    North         East    Units  Estimated Accuracy
 GY0226;SPC WV S     -   111,520.      476,990.      MT  (+/- 180 meters Scaled)
 GY0226
 GY0226                          SUPERSEDED SURVEY CONTROL
 GY0226
 GY0226  NGVD 29 (??/??/92)  217.266  (m)          712.81   (f) ADJ UNCH    2 0
 GY0226
 GY0226.Superseded values are not recommended for survey control.
 GY0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0226.See file dsdata.txt to determine how the superseded data were derived.
 GY0226
 GY0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC770063(NAD 83)
 GY0226_MARKER: DB = BENCH MARK DISK
 GY0226_SETTING: 66 = SET IN ROCK OUTCROP
 GY0226_SP_SET: ROCK CUT
 GY0226_STAMPING: Y 160 1957
 GY0226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0226+STABILITY: POSITION/ELEVATION WELL
 GY0226
 GY0226  HISTORY     - Date     Condition        Report By
 GY0226  HISTORY     - 1957     MONUMENTED       CGS
 GY0226
 GY0226                          STATION DESCRIPTION
 GY0226
 GY0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0226'3.8 MI SE FROM DUNLOW.
 GY0226'ABOUT 3.0 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 GY0226'DUNLOW, THENCE ABOUT 0.8 MILE SOUTHEAST ALONG A BLACK TOP ROAD
 GY0226'LEADING THRU CABWAYLINGO STATE FOREST AND TO WILSONDALE, ABOUT
 GY0226'1.25 MILE NORTHWEST OF A ROAD EAST TO A FIRE TOWER, ON THE
 GY0226'INSIDE OF A CURVE, SET VERTICALLY IN THE SOUTH FACE AND NEAR THE
 GY0226'EAST END OF A ROCK CUT, 22 FEET NORTH OF CENTER LINE OF ROAD, 57
 GY0226'FEET WEST OF EAST END OF ROCK PART OF CUT, 2 1/2 FEET ABOVE
 GY0226'GROUND AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2164 ***********************************************************************
 GX2164  DESIGNATION -  Y 161
 GX2164  PID         -  GX2164
 GX2164  STATE/COUNTY-  WV/MINGO
 GX2164  USGS QUAD   -  GILBERT (1977)
 GX2164
 GX2164                         *CURRENT SURVEY CONTROL
 GX2164  ___________________________________________________________________
 GX2164* NAD 83(1986)-  37 36 50.     (N)    081 51 59.     (W)     SCALED    
 GX2164* NAVD 88     -       252.478  (meters)     828.34   (feet)  ADJUSTED  
 GX2164  ___________________________________________________________________
 GX2164  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX2164  DYNAMIC HT  -         252.286 (meters)     827.71  (feet)  COMP
 GX2164  MODELED GRAV-     979,861.1   (mgal)                       NAVD 88
 GX2164
 GX2164  VERT ORDER  -  SECOND    CLASS 0
 GX2164
 GX2164.The horizontal coordinates were scaled from a topographic map and have
 GX2164.an estimated accuracy of +/- 6 seconds.
 GX2164
 GX2164.The orthometric height was determined by differential leveling
 GX2164.and adjusted by the National Geodetic Survey in June 1991..
 GX2164
 GX2164.The geoid height was determined by GEOID03.
 GX2164
 GX2164.The dynamic height is computed by dividing the NAVD 88
 GX2164.geopotential number by the normal gravity value computed on the
 GX2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2164.degrees latitude (g = 980.6199 gals.).
 GX2164
 GX2164.The modeled gravity was interpolated from observed gravity values.
 GX2164
 GX2164;                    North         East    Units  Estimated Accuracy
 GX2164;SPC WV S     -    68,490.      523,510.      MT  (+/- 180 meters Scaled)
 GX2164
 GX2164                          SUPERSEDED SURVEY CONTROL
 GX2164
 GX2164  NGVD 29 (??/??/92)  252.684  (m)          829.01   (f) ADJ UNCH    2 0
 GX2164
 GX2164.Superseded values are not recommended for survey control.
 GX2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2164.See file dsdata.txt to determine how the superseded data were derived.
 GX2164
 GX2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB235633(NAD 83)
 GX2164_MARKER: DB = BENCH MARK DISK
 GX2164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2164_SP_SET: BRIDGE
 GX2164_STAMPING: Y 161 1957
 GX2164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX2164+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GX2164
 GX2164  HISTORY     - Date     Condition        Report By
 GX2164  HISTORY     - 1957     MONUMENTED       CGS
 GX2164  HISTORY     - 1958     GOOD             NGS
 GX2164  HISTORY     - 20021217 GOOD             GREOMA
 GX2164
 GX2164                          STATION DESCRIPTION
 GX2164
 GX2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2164'AT GILBERT.
 GX2164'AT GILBERT, AT THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY
 GX2164'80, SET IN THE TOP OF THE NORTHWEST END OF BRIDGE SEAT OF THE
 GX2164'NORTH ABUTMENT OF THE CHESAPEAKE AND OHIO RAILWAY BRIDGE OVER
 GX2164'GUYANDOT RIVER, 10 FEET WEST OF WEST RAIL, 90 FEET SOUTH OF
 GX2164'CENTER OF THE JUNCTION OF WEST LEG OF STATE HIGHWAY 80 AND U.S.
 GX2164'HIGHWAY 52, 10 FEET SOUTHEAST OF NORTHWEST END OF ABUTMENT AND
 GX2164'ABOUT 4 FEET BELOW LEVEL OF TRACK.
 GX2164
 GX2164                          STATION RECOVERY (1958)
 GX2164
 GX2164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GX2164'RECOVERED IN GOOD CONDITION.
 GX2164
 GX2164                          STATION RECOVERY (2002)
 GX2164
 GX2164'RECOVERY NOTE BY GREENHORNE-OMARA 2002 (TDT)
 GX2164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0282 ***********************************************************************
 GY0282  DESIGNATION -  Y 162
 GY0282  PID         -  GY0282
 GY0282  STATE/COUNTY-  WV/MINGO
 GY0282  USGS QUAD   -  BARNABUS (1976)
 GY0282
 GY0282                         *CURRENT SURVEY CONTROL
 GY0282  ___________________________________________________________________
 GY0282* NAD 83(1986)-  37 39 14.     (N)    082 02 10.     (W)     SCALED    
 GY0282* NAVD 88     -       377.336  (meters)    1237.98   (feet)  ADJUSTED  
 GY0282  ___________________________________________________________________
 GY0282  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 GY0282  DYNAMIC HT  -         377.042 (meters)    1237.01  (feet)  COMP
 GY0282  MODELED GRAV-     979,839.2   (mgal)                       NAVD 88
 GY0282
 GY0282  VERT ORDER  -  SECOND    CLASS 0
 GY0282
 GY0282.The horizontal coordinates were scaled from a topographic map and have
 GY0282.an estimated accuracy of +/- 6 seconds.
 GY0282
 GY0282.The orthometric height was determined by differential leveling
 GY0282.and adjusted by the National Geodetic Survey in June 1991..
 GY0282
 GY0282.The geoid height was determined by GEOID03.
 GY0282
 GY0282.The dynamic height is computed by dividing the NAVD 88
 GY0282.geopotential number by the normal gravity value computed on the
 GY0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0282.degrees latitude (g = 980.6199 gals.).
 GY0282
 GY0282.The modeled gravity was interpolated from observed gravity values.
 GY0282
 GY0282;                    North         East    Units  Estimated Accuracy
 GY0282;SPC WV S     -    73,090.      508,580.      MT  (+/- 180 meters Scaled)
 GY0282
 GY0282                          SUPERSEDED SURVEY CONTROL
 GY0282
 GY0282  NGVD 29 (??/??/92)  377.539  (m)         1238.64   (f) ADJ UNCH    2 0
 GY0282
 GY0282.Superseded values are not recommended for survey control.
 GY0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0282.See file dsdata.txt to determine how the superseded data were derived.
 GY0282
 GY0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB086679(NAD 83)
 GY0282_MARKER: DB = BENCH MARK DISK
 GY0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0282_SP_SET: CULVERT
 GY0282_STAMPING: Y 162 1957
 GY0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0282
 GY0282  HISTORY     - Date     Condition        Report By
 GY0282  HISTORY     - 1957     MONUMENTED       CGS
 GY0282
 GY0282                          STATION DESCRIPTION
 GY0282
 GY0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0282'2.4 MI W FROM MOUNTAIN VIEW.
 GY0282'ABOUT 2.4 MILES WEST ALONG U.S. HIGHWAYS 119 AND 52 FROM THE
 GY0282'JUNCTION OF HIGHWAYS AT MOUNTAIN VIEW, NEAR THE JUNCTION OF A
 GY0282'DIRT ROAD NORTH, IN THE TOP OF THE WEST END OF NORTH HEAD WALL OF
 GY0282'AN 18-FOOT CONCRETE CULVERT OVER CREEK, 24 FEET NORTH OF CENTER
 GY0282'LINE OF HIGHWAY, 30 FEET WEST OF CENTER LINE OF DIRT ROAD NORTH
 GY0282'AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1148 ***********************************************************************
 GX1148  DESIGNATION -  Y 163
 GX1148  PID         -  GX1148
 GX1148  STATE/COUNTY-  WV/RALEIGH
 GX1148  USGS QUAD   -  RHODELL (1976)
 GX1148
 GX1148                         *CURRENT SURVEY CONTROL
 GX1148  ___________________________________________________________________
 GX1148* NAD 83(1986)-  37 37 21.     (N)    081 18 58.     (W)     SCALED    
 GX1148* NAVD 88     -       496.541  (meters)    1629.07   (feet)  ADJUSTED  
 GX1148  ___________________________________________________________________
 GX1148  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1148  DYNAMIC HT  -         496.136 (meters)    1627.74  (feet)  COMP
 GX1148  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 GX1148
 GX1148  VERT ORDER  -  SECOND    CLASS 0
 GX1148
 GX1148.The horizontal coordinates were scaled from a topographic map and have
 GX1148.an estimated accuracy of +/- 6 seconds.
 GX1148
 GX1148.The orthometric height was determined by differential leveling
 GX1148.and adjusted by the National Geodetic Survey in June 1991..
 GX1148
 GX1148.The geoid height was determined by GEOID03.
 GX1148
 GX1148.The dynamic height is computed by dividing the NAVD 88
 GX1148.geopotential number by the normal gravity value computed on the
 GX1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1148.degrees latitude (g = 980.6199 gals.).
 GX1148
 GX1148.The modeled gravity was interpolated from observed gravity values.
 GX1148
 GX1148;                    North         East    Units  Estimated Accuracy
 GX1148;SPC WV S     -    69,140.      572,090.      MT  (+/- 180 meters Scaled)
 GX1148
 GX1148                          SUPERSEDED SURVEY CONTROL
 GX1148
 GX1148  NGVD 29 (??/??/92)  496.701  (m)         1629.59   (f) ADJ UNCH    2 0
 GX1148
 GX1148.Superseded values are not recommended for survey control.
 GX1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1148.See file dsdata.txt to determine how the superseded data were derived.
 GX1148
 GX1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB721639(NAD 83)
 GX1148_MARKER: DB = BENCH MARK DISK
 GX1148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1148_SP_SET: CULVERT
 GX1148_STAMPING: Y 163 1960
 GX1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1148
 GX1148  HISTORY     - Date     Condition        Report By
 GX1148  HISTORY     - 1960     MONUMENTED       CGS
 GX1148
 GX1148                          STATION DESCRIPTION
 GX1148
 GX1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1148'1 MI SW FROM HELEN.
 GX1148'ABOUT 1.0 MILE SOUTHWEST ALONG THE VIRGINIAN RAILWAY FROM
 GX1148'GENERAL STORE NO. 26 AT HELEN, SET VERTICALLY IN FACE OF A
 GX1148'ROCK CUT, 10 FEET WEST OF WEST RAIL, 31 1/2 FEET NORTH OF WEST
 GX1148'END OF A 24-INCH CAST IRON PIPE CULVERT UNDER TRACK, 38 FEET
 GX1148'NORTH OF SOUTH END OF CUT AND ABOUT 3 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0313 ***********************************************************************
 JW0313  DESIGNATION -  Y 17
 JW0313  PID         -  JW0313
 JW0313  STATE/COUNTY-  WV/HARDY
 JW0313  USGS QUAD   -  OLD FIELDS (1970)
 JW0313
 JW0313                         *CURRENT SURVEY CONTROL
 JW0313  ___________________________________________________________________
 JW0313* NAD 83(1986)-  39 07 31.     (N)    078 55 53.     (W)     SCALED    
 JW0313* NAVD 88     -       237.144  (meters)     778.03   (feet)  ADJUSTED  
 JW0313  ___________________________________________________________________
 JW0313  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JW0313  DYNAMIC HT  -         236.994 (meters)     777.54  (feet)  COMP
 JW0313  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JW0313
 JW0313  VERT ORDER  -  SECOND    CLASS 0
 JW0313
 JW0313.The horizontal coordinates were scaled from a topographic map and have
 JW0313.an estimated accuracy of +/- 6 seconds.
 JW0313
 JW0313.The orthometric height was determined by differential leveling
 JW0313.and adjusted by the National Geodetic Survey in June 1991..
 JW0313
 JW0313.The geoid height was determined by GEOID03.
 JW0313
 JW0313.The dynamic height is computed by dividing the NAVD 88
 JW0313.geopotential number by the normal gravity value computed on the
 JW0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0313.degrees latitude (g = 980.6199 gals.).
 JW0313
 JW0313.The modeled gravity was interpolated from observed gravity values.
 JW0313
 JW0313;                    North         East    Units  Estimated Accuracy
 JW0313;SPC WV N     -    69,570.      649,170.      MT  (+/- 180 meters Scaled)
 JW0313
 JW0313                          SUPERSEDED SURVEY CONTROL
 JW0313
 JW0313  NGVD 29 (??/??/92)  237.302  (m)          778.55   (f) ADJ UNCH    2 0
 JW0313
 JW0313.Superseded values are not recommended for survey control.
 JW0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0313.See file dsdata.txt to determine how the superseded data were derived.
 JW0313
 JW0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD788327(NAD 83)
 JW0313_MARKER: DB = BENCH MARK DISK
 JW0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0313_STAMPING: Y 17 1934
 JW0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0313+STABILITY: SURFACE MOTION
 JW0313
 JW0313  HISTORY     - Date     Condition        Report By
 JW0313  HISTORY     - 1934     MONUMENTED       CGS
 JW0313
 JW0313                          STATION DESCRIPTION
 JW0313
 JW0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0313'4.7 MI N FROM MOOREFIELD.
 JW0313'4.7 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0313'MOOREFIELD, HARDY COUNTY, ON THE POLAND FARM, 200 FEET EAST
 JW0313'OF THE MOST SOUTHERLY SILO, 5 YARDS SOUTH OF THE CENTERLINE
 JW0313'OF A DIRT ROAD, 4 YARDS WEST OF THE CENTERLINE OF THE TRACK,
 JW0313'2 YARDS SOUTH OF A FENCE, AND LEVEL WITH THE BASE OF THE RAIL.
 JW0313'A STANDARD DISK, STAMPED Y 17 1934 AND SET IN THE TOP OF A
 JW0313'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2099 ***********************************************************************
 HX2099  DESIGNATION -  Y 175
 HX2099  PID         -  HX2099
 HX2099  STATE/COUNTY-  WV/BOONE
 HX2099  USGS QUAD   -  MADISON (1976)
 HX2099
 HX2099                         *CURRENT SURVEY CONTROL
 HX2099  ___________________________________________________________________
 HX2099* NAD 83(1986)-  38 06 28.     (N)    081 51 12.     (W)     SCALED    
 HX2099* NAVD 88     -       208.023  (meters)     682.49   (feet)  ADJUSTED  
 HX2099  ___________________________________________________________________
 HX2099  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HX2099  DYNAMIC HT  -         207.874 (meters)     682.00  (feet)  COMP
 HX2099  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 HX2099
 HX2099  VERT ORDER  -  SECOND    CLASS 0
 HX2099
 HX2099.The horizontal coordinates were scaled from a topographic map and have
 HX2099.an estimated accuracy of +/- 6 seconds.
 HX2099
 HX2099.The orthometric height was determined by differential leveling
 HX2099.and adjusted by the National Geodetic Survey in June 1991..
 HX2099
 HX2099.The geoid height was determined by GEOID03.
 HX2099
 HX2099.The dynamic height is computed by dividing the NAVD 88
 HX2099.geopotential number by the normal gravity value computed on the
 HX2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2099.degrees latitude (g = 980.6199 gals.).
 HX2099
 HX2099.The modeled gravity was interpolated from observed gravity values.
 HX2099
 HX2099;                    North         East    Units  Estimated Accuracy
 HX2099;SPC WV S     -   123,300.      525,170.      MT  (+/- 180 meters Scaled)
 HX2099
 HX2099                          SUPERSEDED SURVEY CONTROL
 HX2099
 HX2099  NGVD 29 (??/??/92)  208.235  (m)          683.18   (f) ADJ UNCH    2 0
 HX2099
 HX2099.Superseded values are not recommended for survey control.
 HX2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2099.See file dsdata.txt to determine how the superseded data were derived.
 HX2099
 HX2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC251181(NAD 83)
 HX2099_MARKER: DB = BENCH MARK DISK
 HX2099_SETTING: 66 = SET IN ROCK OUTCROP
 HX2099_SP_SET: ROCK CUT
 HX2099_STAMPING: Y 175 1958
 HX2099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2099+STABILITY: POSITION/ELEVATION WELL
 HX2099
 HX2099  HISTORY     - Date     Condition        Report By
 HX2099  HISTORY     - 1958     MONUMENTED       CGS
 HX2099
 HX2099                          STATION DESCRIPTION
 HX2099
 HX2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2099'3.1 MI N FROM DANVILLE.
 HX2099'ABOUT 3.1 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX2099'THE STATION AT DANVILLE, 293 YARDS SOUTH OF MILE POLE 32, SET
 HX2099'VERTICALLY IN THE EAST FACE OF A 4-FOOT WIDE AND SMOOTH LAYER
 HX2099'OF ROCK AT THE BOTTOM OF A 15-FOOT HIGH ROCK CUT, 1 1/2 FEET
 HX2099'ABOVE THE GROUND, 10.4 FEET WEST OF THE WEST RAIL AND ON THE
 HX2099'OUTSIDE OF A CURVE, 88 YARDS NORTH OF A WHISTLE POST SIGN, AND
 HX2099'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2471 ***********************************************************************
 GX2471  DESIGNATION -  Y 176
 GX2471  PID         -  GX2471
 GX2471  STATE/COUNTY-  WV/WYOMING
 GX2471  USGS QUAD   -  GILBERT (1977)
 GX2471
 GX2471                         *CURRENT SURVEY CONTROL
 GX2471  ___________________________________________________________________
 GX2471* NAD 83(1986)-  37 35 22.     (N)    081 45 33.     (W)     SCALED    
 GX2471* NAVD 88     -       360.543  (meters)    1182.88   (feet)  ADJUSTED  
 GX2471  ___________________________________________________________________
 GX2471  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX2471  DYNAMIC HT  -         360.264 (meters)    1181.97  (feet)  COMP
 GX2471  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 GX2471
 GX2471  VERT ORDER  -  SECOND    CLASS 0
 GX2471
 GX2471.The horizontal coordinates were scaled from a topographic map and have
 GX2471.an estimated accuracy of +/- 6 seconds.
 GX2471
 GX2471.The orthometric height was determined by differential leveling
 GX2471.and adjusted by the National Geodetic Survey in June 1991..
 GX2471
 GX2471.The geoid height was determined by GEOID03.
 GX2471
 GX2471.The dynamic height is computed by dividing the NAVD 88
 GX2471.geopotential number by the normal gravity value computed on the
 GX2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2471.degrees latitude (g = 980.6199 gals.).
 GX2471
 GX2471.The modeled gravity was interpolated from observed gravity values.
 GX2471
 GX2471;                    North         East    Units  Estimated Accuracy
 GX2471;SPC WV S     -    65,700.      532,950.      MT  (+/- 180 meters Scaled)
 GX2471
 GX2471                          SUPERSEDED SURVEY CONTROL
 GX2471
 GX2471  NGVD 29 (??/??/92)  360.735  (m)         1183.51   (f) ADJ UNCH    2 0
 GX2471
 GX2471.Superseded values are not recommended for survey control.
 GX2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2471.See file dsdata.txt to determine how the superseded data were derived.
 GX2471
 GX2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB329605(NAD 83)
 GX2471_MARKER: DB = BENCH MARK DISK
 GX2471_SETTING: 66 = SET IN ROCK OUTCROP
 GX2471_SP_SET: LEDGE
 GX2471_STAMPING: Y 176 1958
 GX2471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2471+STABILITY: POSITION/ELEVATION WELL
 GX2471
 GX2471  HISTORY     - Date     Condition        Report By
 GX2471  HISTORY     - 1958     MONUMENTED       CGS
 GX2471  HISTORY     - 1963     GOOD             AEROS
 GX2471
 GX2471                          STATION DESCRIPTION
 GX2471
 GX2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2471'6.2 MI W FROM BAILEYVILLE.
 GX2471'ABOUT 6.25 MILES WEST ALONG A BLACK TOP ROAD FROM THE BRIDGE OVER
 GX2471'GUYANDOT RIVER AT BAILEYSVILLE, ABOUT 0.6 MILE EAST OF A 10-FOOT
 GX2471'BRIDGE OVER BIG BRANCH, ON THE OUTSIDE AND AT WEST END OF A CURVE
 GX2471'WITH TANGENTS EXTENDING WEST AND SOUTHEAST, SET IN THE TOP OF A
 GX2471'NARROW LEDGE ON THE SOUTH FACE OF A ROCK CUT, 18 FEET NORTH OF
 GX2471'CENTER LINE OF ROAD, 111 FEET WEST OF NORTH END OF A 24-INCH
 GX2471'PIPE CULVERT IN A RAVINE, DIRECTLY BELOW A 10-INCH TRIANGLE
 GX2471'CHISELED IN FACE OF CUT AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.
 GX2471
 GX2471                          STATION RECOVERY (1963)
 GX2471
 GX2471'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2491 ***********************************************************************
 GX2491  DESIGNATION -  Y 177
 GX2491  PID         -  GX2491
 GX2491  STATE/COUNTY-  WV/WYOMING
 GX2491  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2491
 GX2491                         *CURRENT SURVEY CONTROL
 GX2491  ___________________________________________________________________
 GX2491* NAD 83(1986)-  37 37 21.     (N)    081 41 54.     (W)     SCALED    
 GX2491* NAVD 88     -       359.888  (meters)    1180.73   (feet)  ADJUSTED  
 GX2491  ___________________________________________________________________
 GX2491  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX2491  DYNAMIC HT  -         359.606 (meters)    1179.81  (feet)  COMP
 GX2491  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 GX2491
 GX2491  VERT ORDER  -  SECOND    CLASS 0
 GX2491
 GX2491.The horizontal coordinates were scaled from a topographic map and have
 GX2491.an estimated accuracy of +/- 6 seconds.
 GX2491
 GX2491.The orthometric height was determined by differential leveling
 GX2491.and adjusted by the National Geodetic Survey in June 1991..
 GX2491
 GX2491.The geoid height was determined by GEOID03.
 GX2491
 GX2491.The dynamic height is computed by dividing the NAVD 88
 GX2491.geopotential number by the normal gravity value computed on the
 GX2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2491.degrees latitude (g = 980.6199 gals.).
 GX2491
 GX2491.The modeled gravity was interpolated from observed gravity values.
 GX2491
 GX2491;                    North         East    Units  Estimated Accuracy
 GX2491;SPC WV S     -    69,320.      538,350.      MT  (+/- 180 meters Scaled)
 GX2491
 GX2491                          SUPERSEDED SURVEY CONTROL
 GX2491
 GX2491  NGVD 29 (??/??/92)  360.070  (m)         1181.33   (f) ADJ UNCH    2 0
 GX2491
 GX2491.Superseded values are not recommended for survey control.
 GX2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2491.See file dsdata.txt to determine how the superseded data were derived.
 GX2491
 GX2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB383641(NAD 83)
 GX2491_MARKER: DB = BENCH MARK DISK
 GX2491_SETTING: 66 = SET IN ROCK OUTCROP
 GX2491_SP_SET: LEDGE
 GX2491_STAMPING: Y 177 1958
 GX2491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2491+STABILITY: POSITION/ELEVATION WELL
 GX2491
 GX2491  HISTORY     - Date     Condition        Report By
 GX2491  HISTORY     - 1958     MONUMENTED       CGS
 GX2491  HISTORY     - 1963     GOOD             AEROS
 GX2491
 GX2491                          STATION DESCRIPTION
 GX2491
 GX2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2491'9.3 MI SW FROM OCEANA.
 GX2491'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 10 FROM THE METHODIST
 GX2491'CHURCH AT OCEANA, THENCE ABOUT 7.5 MILES SOUTHWEST ALONG A
 GX2491'BLACK TOP ROAD, THENCE ABOUT 1.2 MILES SOUTHWEST AND WEST ALONG
 GX2491'A BLACK TOP ROAD, 0.35 MILE NORTHEAST OF EAST ONE OF TWO
 GX2491'100-FOOT BRIDGES OVER CLEAR FORK, ALONG THE VIRGINIAN RAILWAY,
 GX2491'ABOUT 13 1/2 RAILS EAST OF CROSSING OF TRACK AND THE ROAD, IN
 GX2491'THE TOP OF A LEDGE ABOUT 3 FEET LONG AND 1/2 FOOT WIDE ON THE
 GX2491'SOUTH FACE OF A LONG ROCK CUT, 12 FEET NORTH OF NORTH RAIL, 40
 GX2491'FEET NORTH AND ACROSS TRACK FROM CENTER LINE OF ROAD, 1 FOOT
 GX2491'SOUTH AND BELOW A 6-INCH TRIANGLE CHISELED IN FACE OF ROCK AND
 GX2491'ABOUT 3 FEET ABOVE LEVEL OF TRACK.
 GX2491
 GX2491                          STATION RECOVERY (1963)
 GX2491
 GX2491'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1887 ***********************************************************************
 GX1887  DESIGNATION -  Y 178
 GX1887  PID         -  GX1887
 GX1887  STATE/COUNTY-  WV/MCDOWELL
 GX1887  USGS QUAD   -  WAR (1977)
 GX1887
 GX1887                         *CURRENT SURVEY CONTROL
 GX1887  ___________________________________________________________________
 GX1887* NAD 83(1986)-  37 17 40.     (N)    081 40 01.     (W)     SCALED    
 GX1887* NAVD 88     -       492.410  (meters)    1615.52   (feet)  ADJUSTED  
 GX1887  ___________________________________________________________________
 GX1887  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GX1887  DYNAMIC HT  -         491.996 (meters)    1614.16  (feet)  COMP
 GX1887  MODELED GRAV-     979,774.3   (mgal)                       NAVD 88
 GX1887
 GX1887  VERT ORDER  -  SECOND    CLASS 0
 GX1887
 GX1887.The horizontal coordinates were scaled from a topographic map and have
 GX1887.an estimated accuracy of +/- 6 seconds.
 GX1887
 GX1887.The orthometric height was determined by differential leveling
 GX1887.and adjusted by the National Geodetic Survey in June 1991..
 GX1887
 GX1887.The geoid height was determined by GEOID03.
 GX1887
 GX1887.The dynamic height is computed by dividing the NAVD 88
 GX1887.geopotential number by the normal gravity value computed on the
 GX1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1887.degrees latitude (g = 980.6199 gals.).
 GX1887
 GX1887.The modeled gravity was interpolated from observed gravity values.
 GX1887
 GX1887;                    North         East    Units  Estimated Accuracy
 GX1887;SPC WV S     -    32,890.      540,860.      MT  (+/- 180 meters Scaled)
 GX1887
 GX1887                          SUPERSEDED SURVEY CONTROL
 GX1887
 GX1887  NGVD 29 (??/??/92)  492.566  (m)         1616.03   (f) ADJ UNCH    2 0
 GX1887
 GX1887.Superseded values are not recommended for survey control.
 GX1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1887.See file dsdata.txt to determine how the superseded data were derived.
 GX1887
 GX1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB408277(NAD 83)
 GX1887_MARKER: DB = BENCH MARK DISK
 GX1887_SETTING: 66 = SET IN ROCK OUTCROP
 GX1887_SP_SET: SET IN ROCK OUTCROP
 GX1887_STAMPING: Y 178 1958
 GX1887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1887+STABILITY: POSITION/ELEVATION WELL
 GX1887
 GX1887  HISTORY     - Date     Condition        Report By
 GX1887  HISTORY     - 1958     MONUMENTED       CGS
 GX1887
 GX1887                          STATION DESCRIPTION
 GX1887
 GX1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1887'1.8 MI SE FROM WAR.
 GX1887'1.75 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST
 GX1887'OFFICE AT WAR, ABOUT 96 YARDS NORTHWEST OF A PRIVATE ROAD
 GX1887'LEADING EAST UP A DEEP RAVINE, ON THE OUTSIDE AND AT THE NORTHWEST
 GX1887'END OF A CURVE WITH TANGENTS EXTENDING NORTHWEST AND SOUTHWEST,
 GX1887'SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CUT, 18 FEET
 GX1887'NORTHEAST OF CENTER LINE OF HIGHWAY, AND ABOUT 4 FEET ABOVE
 GX1887'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2485 ***********************************************************************
 GX2485  DESIGNATION -  Y 179
 GX2485  PID         -  GX2485
 GX2485  STATE/COUNTY-  WV/WYOMING
 GX2485  USGS QUAD   -  OCEANA (1976)
 GX2485
 GX2485                         *CURRENT SURVEY CONTROL
 GX2485  ___________________________________________________________________
 GX2485* NAD 83(1986)-  37 39 45.     (N)    081 39 23.     (W)     SCALED    
 GX2485* NAVD 88     -       372.235  (meters)    1221.24   (feet)  ADJUSTED  
 GX2485  ___________________________________________________________________
 GX2485  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX2485  DYNAMIC HT  -         371.941 (meters)    1220.28  (feet)  COMP
 GX2485  MODELED GRAV-     979,829.3   (mgal)                       NAVD 88
 GX2485
 GX2485  VERT ORDER  -  SECOND    CLASS 0
 GX2485
 GX2485.The horizontal coordinates were scaled from a topographic map and have
 GX2485.an estimated accuracy of +/- 6 seconds.
 GX2485
 GX2485.The orthometric height was determined by differential leveling
 GX2485.and adjusted by the National Geodetic Survey in June 1991..
 GX2485
 GX2485.The geoid height was determined by GEOID03.
 GX2485
 GX2485.The dynamic height is computed by dividing the NAVD 88
 GX2485.geopotential number by the normal gravity value computed on the
 GX2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2485.degrees latitude (g = 980.6199 gals.).
 GX2485
 GX2485.The modeled gravity was interpolated from observed gravity values.
 GX2485
 GX2485;                    North         East    Units  Estimated Accuracy
 GX2485;SPC WV S     -    73,740.      542,090.      MT  (+/- 180 meters Scaled)
 GX2485
 GX2485                          SUPERSEDED SURVEY CONTROL
 GX2485
 GX2485  NGVD 29 (??/??/92)  372.410  (m)         1221.82   (f) ADJ UNCH    2 0
 GX2485
 GX2485.Superseded values are not recommended for survey control.
 GX2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2485.See file dsdata.txt to determine how the superseded data were derived.
 GX2485
 GX2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB421685(NAD 83)
 GX2485_MARKER: DB = BENCH MARK DISK
 GX2485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2485_SP_SET: BRIDGE
 GX2485_STAMPING: Y 179 1958
 GX2485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2485
 GX2485  HISTORY     - Date     Condition        Report By
 GX2485  HISTORY     - 1958     MONUMENTED       CGS
 GX2485  HISTORY     - 1963     GOOD             AEROS
 GX2485
 GX2485                          STATION DESCRIPTION
 GX2485
 GX2485'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2485'3.8 MI SW FROM OCEANA.
 GX2485'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 10 FROM THE METHODIST
 GX2485'CHRUCH AT OCEANA, THENCE ABOUT 3.25 MILES SOUTHWEST ALONG A
 GX2485'BLACK TOP ROAD, IN THE TOP OF THE SOUTHWEST END OF SOUTHEAST
 GX2485'CONCRETE HEAD WALL OF A 15-FOOT BRIDGE WITH STONE ABUTMENTS
 GX2485'OVER MC DONALD MILL CREEK, 18 FEET SOUTHEAST OF CENTER LINE
 GX2485'OF ROAD, 1 FOOT NORTHEAST OF SOUTHWEST END OF HEAD WALL AND 1
 GX2485'FOOT ABOVE LEVEL OF ROAD.
 GX2485
 GX2485                          STATION RECOVERY (1963)
 GX2485
 GX2485'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0356 ***********************************************************************
 JW0356  DESIGNATION -  Y 18
 JW0356  PID         -  JW0356
 JW0356  STATE/COUNTY-  WV/HAMPSHIRE
 JW0356  USGS QUAD   -  HANGING ROCK (1973)
 JW0356
 JW0356                         *CURRENT SURVEY CONTROL
 JW0356  ___________________________________________________________________
 JW0356* NAD 83(1986)-  39 17 43.     (N)    078 35 47.     (W)     SCALED    
 JW0356* NAVD 88     -       316.017  (meters)    1036.80   (feet)  ADJUSTED  
 JW0356  ___________________________________________________________________
 JW0356  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JW0356  DYNAMIC HT  -         315.816 (meters)    1036.14  (feet)  COMP
 JW0356  MODELED GRAV-     979,985.2   (mgal)                       NAVD 88
 JW0356
 JW0356  VERT ORDER  -  SECOND    CLASS 0
 JW0356
 JW0356.The horizontal coordinates were scaled from a topographic map and have
 JW0356.an estimated accuracy of +/- 6 seconds.
 JW0356
 JW0356.The orthometric height was determined by differential leveling
 JW0356.and adjusted by the National Geodetic Survey in June 1991..
 JW0356
 JW0356.The geoid height was determined by GEOID03.
 JW0356
 JW0356.The dynamic height is computed by dividing the NAVD 88
 JW0356.geopotential number by the normal gravity value computed on the
 JW0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0356.degrees latitude (g = 980.6199 gals.).
 JW0356
 JW0356.The modeled gravity was interpolated from observed gravity values.
 JW0356
 JW0356;                    North         East    Units  Estimated Accuracy
 JW0356;SPC WV N     -    88,680.      677,950.      MT  (+/- 180 meters Scaled)
 JW0356
 JW0356                          SUPERSEDED SURVEY CONTROL
 JW0356
 JW0356  NGVD 29 (??/??/92)  316.18   (m)         1037.3    (f) COMPUTED    2 0
 JW0356
 JW0356.Superseded values are not recommended for survey control.
 JW0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0356.See file dsdata.txt to determine how the superseded data were derived.
 JW0356
 JW0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD072522(NAD 83)
 JW0356_MARKER: DB = BENCH MARK DISK
 JW0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0356_SP_SET: BRIDGE
 JW0356_STAMPING: Y 18 1934
 JW0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0356
 JW0356  HISTORY     - Date     Condition        Report By
 JW0356  HISTORY     - 1934     MONUMENTED       CGS
 JW0356
 JW0356                          STATION DESCRIPTION
 JW0356
 JW0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0356'2.2 MI E FROM AUGUSTA.
 JW0356'ON U.S. ROUTE 50 ON W. ABUTEMENT OF CONCRETE HY. BRIDGE 10 YDS.
 JW0356'N.W. OF BUFF COLORED HOUSE OF JESSE RICHMAN 8 YDS. S.W. OF
 JW0356'CENTERLINE OF HY. 6 INCHES. ABOVE LEVEL OF HY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0357 ***********************************************************************
 JW0357  DESIGNATION -  Y 18 RESET 1956
 JW0357  PID         -  JW0357
 JW0357  STATE/COUNTY-  WV/HAMPSHIRE
 JW0357  USGS QUAD   -  HANGING ROCK (1973)
 JW0357
 JW0357                         *CURRENT SURVEY CONTROL
 JW0357  ___________________________________________________________________
 JW0357* NAD 83(1986)-  39 17 43.     (N)    078 35 47.     (W)     SCALED    
 JW0357* NAVD 88     -       315.80   (meters)    1036.1    (feet)  RESET     
 JW0357  ___________________________________________________________________
 JW0357  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JW0357
 JW0357  VERT ORDER  -  THIRD
 JW0357
 JW0357.The horizontal coordinates were scaled from a topographic map and have
 JW0357.an estimated accuracy of +/- 6 seconds.
 JW0357
 JW0357.The orthometric height was computed from unverified reset data.
 JW0357.No vertical observational check was made to the station.
 JW0357
 JW0357.The geoid height was determined by GEOID03.
 JW0357
 JW0357;                    North         East    Units  Estimated Accuracy
 JW0357;SPC WV N     -    88,680.      677,950.      MT  (+/- 180 meters Scaled)
 JW0357
 JW0357                          SUPERSEDED SURVEY CONTROL
 JW0357
 JW0357  NGVD 29 (??/??/??)  316.33   (m)         1037.8    (f) RESET       3  
 JW0357
 JW0357.Superseded values are not recommended for survey control.
 JW0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0357.See file dsdata.txt to determine how the superseded data were derived.
 JW0357
 JW0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD072522(NAD 83)
 JW0357_MARKER: DB = BENCH MARK DISK
 JW0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0357_SP_SET: BRIDGE
 JW0357_STAMPING: Y 18 RESET 1956
 JW0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0357
 JW0357  HISTORY     - Date     Condition        Report By
 JW0357  HISTORY     - 1956     MONUMENTED       WVHD
 JW0357
 JW0357                          STATION DESCRIPTION
 JW0357
 JW0357'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1956
 JW0357'2.2 MI E FROM AUGUSTA.
 JW0357'2.2 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE AT
 JW0357'AUGUSTA, HAMPSHIRE COUNTY, 100 FEET SOUTHWEST OF THE P.A. WELLS
 JW0357'HOUSE, AT A CONCRETE BRIDGE, IN THE TOP OF THE WEST WING WALL,
 JW0357'AND 22 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A
 JW0357'STANDARD DISK, STAMPED Y 18 RESET 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1195 ***********************************************************************
 GX1195  DESIGNATION -  Y 180
 GX1195  PID         -  GX1195
 GX1195  STATE/COUNTY-  WV/WYOMING
 GX1195  USGS QUAD   -  MC GRAWS (1976)
 GX1195
 GX1195                         *CURRENT SURVEY CONTROL
 GX1195  ___________________________________________________________________
 GX1195* NAD 83(1986)-  37 42 21.     (N)    081 28 10.     (W)     SCALED    
 GX1195* NAVD 88     -       536.171  (meters)    1759.09   (feet)  ADJUSTED  
 GX1195  ___________________________________________________________________
 GX1195  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX1195  DYNAMIC HT  -         535.743 (meters)    1757.68  (feet)  COMP
 GX1195  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GX1195
 GX1195  VERT ORDER  -  SECOND    CLASS 0
 GX1195
 GX1195.The horizontal coordinates were scaled from a topographic map and have
 GX1195.an estimated accuracy of +/- 6 seconds.
 GX1195
 GX1195.The orthometric height was determined by differential leveling
 GX1195.and adjusted by the National Geodetic Survey in June 1991..
 GX1195
 GX1195.The geoid height was determined by GEOID03.
 GX1195
 GX1195.The dynamic height is computed by dividing the NAVD 88
 GX1195.geopotential number by the normal gravity value computed on the
 GX1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1195.degrees latitude (g = 980.6199 gals.).
 GX1195
 GX1195.The modeled gravity was interpolated from observed gravity values.
 GX1195
 GX1195;                    North         East    Units  Estimated Accuracy
 GX1195;SPC WV S     -    78,440.      558,610.      MT  (+/- 180 meters Scaled)
 GX1195
 GX1195                          SUPERSEDED SURVEY CONTROL
 GX1195
 GX1195  NGVD 29 (??/??/92)  536.337  (m)         1759.63   (f) ADJ UNCH    2 0
 GX1195
 GX1195.Superseded values are not recommended for survey control.
 GX1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1195.See file dsdata.txt to determine how the superseded data were derived.
 GX1195
 GX1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB586732(NAD 83)
 GX1195_MARKER: DB = BENCH MARK DISK
 GX1195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1195_SP_SET: CULVERT
 GX1195_STAMPING: Y 180 1958
 GX1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1195
 GX1195  HISTORY     - Date     Condition        Report By
 GX1195  HISTORY     - 1958     MONUMENTED       CGS
 GX1195  HISTORY     - 1980     GOOD             LOCSUR
 GX1195  HISTORY     - 20030202 MARK NOT FOUND   INDIV
 GX1195
 GX1195                          STATION DESCRIPTION
 GX1195
 GX1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1195'3.8 MI NE FROM GLEN MORRISON.
 GX1195'ABOUT 3.75 MILES NORTHEAST ALONG A BLACK TOP ROAD TO GLEN
 GX1195'DANIEL FROM THE BRIDGE OVER LAUREL FORK CREEK AT GLEN MORRISON,
 GX1195'0.3 MILE NORTHEAST OF A CHURCH, IN THE TOP OF THE EAST END OF
 GX1195'THE NORTH CONCRETE HEAD WALL FOR A 6-FOOT ROCK BOX CULVERT OVER
 GX1195'BRIDGE BRANCH, 12 FEET NORTH OF CENTER LINE OF ROAD, 1 FOOT
 GX1195'WEST OF THE EAST END OF THE HEAD WALL, AND ABOUT 1 FOOT ABOVE
 GX1195'THE LEVEL OF THE ROAD.
 GX1195
 GX1195                          STATION RECOVERY (1980)
 GX1195
 GX1195'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1195'RECOVERED IN GOOD CONDITION.
 GX1195
 GX1195                          STATION RECOVERY (2003)
 GX1195
 GX1195'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2092 ***********************************************************************
 GX2092  DESIGNATION -  Y 181
 GX2092  PID         -  GX2092
 GX2092  STATE/COUNTY-  WV/MCDOWELL
 GX2092  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX2092
 GX2092                         *CURRENT SURVEY CONTROL
 GX2092  ___________________________________________________________________
 GX2092* NAD 83(1986)-  37 14 05.     (N)    081 30 26.     (W)     SCALED    
 GX2092* NAVD 88     -       618.066  (meters)    2027.77   (feet)  ADJUSTED  
 GX2092  ___________________________________________________________________
 GX2092  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GX2092  DYNAMIC HT  -         617.523 (meters)    2025.99  (feet)  COMP
 GX2092  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 GX2092
 GX2092  VERT ORDER  -  SECOND    CLASS 0
 GX2092
 GX2092.The horizontal coordinates were scaled from a topographic map and have
 GX2092.an estimated accuracy of +/- 6 seconds.
 GX2092
 GX2092.The orthometric height was determined by differential leveling
 GX2092.and adjusted by the National Geodetic Survey in June 1991..
 GX2092
 GX2092.The geoid height was determined by GEOID03.
 GX2092
 GX2092.The dynamic height is computed by dividing the NAVD 88
 GX2092.geopotential number by the normal gravity value computed on the
 GX2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2092.degrees latitude (g = 980.6199 gals.).
 GX2092
 GX2092.The modeled gravity was interpolated from observed gravity values.
 GX2092
 GX2092;                    North         East    Units  Estimated Accuracy
 GX2092;SPC WV S     -    26,180.      554,990.      MT  (+/- 180 meters Scaled)
 GX2092
 GX2092                          SUPERSEDED SURVEY CONTROL
 GX2092
 GX2092  NGVD 29 (??/??/92)  618.192  (m)         2028.18   (f) ADJ UNCH    2 0
 GX2092
 GX2092.Superseded values are not recommended for survey control.
 GX2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2092.See file dsdata.txt to determine how the superseded data were derived.
 GX2092
 GX2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB550210(NAD 83)
 GX2092_MARKER: DB = BENCH MARK DISK
 GX2092_SETTING: 66 = SET IN ROCK OUTCROP
 GX2092_SP_SET: ROCK CUT
 GX2092_STAMPING: Y 181
 GX2092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2092+STABILITY: POSITION/ELEVATION WELL
 GX2092
 GX2092  HISTORY     - Date     Condition        Report By
 GX2092  HISTORY     - UNK      MONUMENTED       CGS
 GX2092  HISTORY     - 1958     GOOD             NGS
 GX2092
 GX2092                          STATION DESCRIPTION
 GX2092
 GX2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX2092'4.2 MI E FROM BISHOP.
 GX2092'4.15 MILES EAST ALONG A BLACK TOP ROAD LEADING TO POCAHONTAS FROM
 GX2092'THE JUNCTION OF STATE HIGHWAY 16 AT BISHOP, AT THE WEST
 GX2092'VIRGINIA - VIRGINIA STATE LINE, ABOUT 90 YARDS NORTHEAST OF THE
 GX2092'CENTER OF THE JUNCTION OF A ROAD LEADING NORTH TO GARY, SET
 GX2092'VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT, 25 FEET NORTHWEST
 GX2092'OF THE CENTER LINE OF THE ROAD NORTH, 15 FEET NORTHEAST OF THE
 GX2092'SOUTHWEST END OF THE CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 GX2092'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1338 ***********************************************************************
 GX1338  DESIGNATION -  Y 182
 GX1338  PID         -  GX1338
 GX1338  STATE/COUNTY-  WV/MCDOWELL
 GX1338  USGS QUAD   -  ANAWALT (1977)
 GX1338
 GX1338                         *CURRENT SURVEY CONTROL
 GX1338  ___________________________________________________________________
 GX1338* NAD 83(1986)-  37 20 50.     (N)    081 28 26.     (W)     SCALED    
 GX1338* NAVD 88     -       466.470  (meters)    1530.41   (feet)  ADJUSTED  
 GX1338  ___________________________________________________________________
 GX1338  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX1338  DYNAMIC HT  -         466.069 (meters)    1529.09  (feet)  COMP
 GX1338  MODELED GRAV-     979,756.3   (mgal)                       NAVD 88
 GX1338
 GX1338  VERT ORDER  -  SECOND    CLASS 0
 GX1338
 GX1338.The horizontal coordinates were scaled from a topographic map and have
 GX1338.an estimated accuracy of +/- 6 seconds.
 GX1338
 GX1338.The orthometric height was determined by differential leveling
 GX1338.and adjusted by the National Geodetic Survey in June 1991..
 GX1338
 GX1338.The geoid height was determined by GEOID03.
 GX1338
 GX1338.The dynamic height is computed by dividing the NAVD 88
 GX1338.geopotential number by the normal gravity value computed on the
 GX1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1338.degrees latitude (g = 980.6199 gals.).
 GX1338
 GX1338.The modeled gravity was interpolated from observed gravity values.
 GX1338
 GX1338;                    North         East    Units  Estimated Accuracy
 GX1338;SPC WV S     -    38,650.      558,010.      MT  (+/- 180 meters Scaled)
 GX1338
 GX1338                          SUPERSEDED SURVEY CONTROL
 GX1338
 GX1338  NGVD 29 (??/??/92)  466.608  (m)         1530.86   (f) ADJ UNCH    2 0
 GX1338
 GX1338.Superseded values are not recommended for survey control.
 GX1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1338.See file dsdata.txt to determine how the superseded data were derived.
 GX1338
 GX1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB580334(NAD 83)
 GX1338_MARKER: DB = BENCH MARK DISK
 GX1338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1338_SP_SET: BRIDGE
 GX1338_STAMPING: Y 182 1958
 GX1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1338
 GX1338  HISTORY     - Date     Condition        Report By
 GX1338  HISTORY     - 1958     MONUMENTED       CGS
 GX1338
 GX1338                          STATION DESCRIPTION
 GX1338
 GX1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1338'7.1 MI SE FROM GARY.
 GX1338'ABOUT 7.1 MILES SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE
 GX1338'JUNCTION OF A BLACK TOP ROAD LEADING SOUTH TO ELBERT AT GARY,
 GX1338'0.85 MILE WEST OF THE PAGETON SCHOOL, ABOUT 75 YARDS SOUTH
 GX1338'ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE CROSSING OF THE
 GX1338'HIGHWAY, IN TOP OF THE EAST END OF THE NORTH ABUTMENT OR BRIDGE
 GX1338'SEAT, FOR RAILWAY BRIDGE 2213 OVER TUG FORK, 9 FEET EAST OF THE
 GX1338'EAST RAIL, 5 FEET WEST OF THE EAST END OF THE ABUTMENT, AND
 GX1338'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2054 ***********************************************************************
 GX2054  DESIGNATION -  Y 183
 GX2054  PID         -  GX2054
 GX2054  STATE/COUNTY-  WV/MCDOWELL
 GX2054  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX2054
 GX2054                         *CURRENT SURVEY CONTROL
 GX2054  ___________________________________________________________________
 GX2054* NAD 83(1986)-  37 14 54.     (N)    081 30 19.     (W)     SCALED    
 GX2054* NAVD 88     -       682.583  (meters)    2239.44   (feet)  ADJUSTED  
 GX2054  ___________________________________________________________________
 GX2054  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GX2054  DYNAMIC HT  -         681.984 (meters)    2237.48  (feet)  COMP
 GX2054  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 GX2054
 GX2054  VERT ORDER  -  SECOND    CLASS 0
 GX2054
 GX2054.The horizontal coordinates were scaled from a topographic map and have
 GX2054.an estimated accuracy of +/- 6 seconds.
 GX2054
 GX2054.The orthometric height was determined by differential leveling
 GX2054.and adjusted by the National Geodetic Survey in June 1991..
 GX2054
 GX2054.The geoid height was determined by GEOID03.
 GX2054
 GX2054.The dynamic height is computed by dividing the NAVD 88
 GX2054.geopotential number by the normal gravity value computed on the
 GX2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2054.degrees latitude (g = 980.6199 gals.).
 GX2054
 GX2054.The modeled gravity was interpolated from observed gravity values.
 GX2054
 GX2054;                    North         East    Units  Estimated Accuracy
 GX2054;SPC WV S     -    27,690.      555,170.      MT  (+/- 180 meters Scaled)
 GX2054
 GX2054                          SUPERSEDED SURVEY CONTROL
 GX2054
 GX2054  NGVD 29 (??/??/92)  682.710  (m)         2239.86   (f) ADJ UNCH    2 0
 GX2054
 GX2054.Superseded values are not recommended for survey control.
 GX2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2054.See file dsdata.txt to determine how the superseded data were derived.
 GX2054
 GX2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB551225(NAD 83)
 GX2054_MARKER: DB = BENCH MARK DISK
 GX2054_SETTING: 66 = SET IN ROCK OUTCROP
 GX2054_SP_SET: CUT
 GX2054_STAMPING: Y 183 1958
 GX2054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2054+STABILITY: POSITION/ELEVATION WELL
 GX2054
 GX2054  HISTORY     - Date     Condition        Report By
 GX2054  HISTORY     - 1958     MONUMENTED       CGS
 GX2054
 GX2054                          STATION DESCRIPTION
 GX2054
 GX2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2054'5.2 MI NE FROM BISHOP.
 GX2054'4.1 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 GX2054'OF STATE HIGHWAY 16 AT BISHOP, THENCE 1.1 MILES NORTH ALONG A
 GX2054'GRADED ROAD, ON THE SOUTH SLOPE OF A LONG CROOKED GRADE, ON THE
 GX2054'INSIDE AND ABOUT IN THE CENTER OF A CURVE WITH TANGENTS EXTENDING
 GX2054'SOUTHWEST AND NORTHWEST, SET VERTICALLY IN THE EAST FACE OF A
 GX2054'LARGE ROCK CUT, 25 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 GX2054'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1676 ***********************************************************************
 GX1676  DESIGNATION -  Y 184
 GX1676  PID         -  GX1676
 GX1676  STATE/COUNTY-  WV/MCDOWELL
 GX1676  USGS QUAD   -  WELCH (1976)
 GX1676
 GX1676                         *CURRENT SURVEY CONTROL
 GX1676  ___________________________________________________________________
 GX1676* NAD 83(1986)-  37 25 15.     (N)    081 30 43.     (W)     SCALED    
 GX1676* NAVD 88     -       449.369  (meters)    1474.30   (feet)  ADJUSTED  
 GX1676  ___________________________________________________________________
 GX1676  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1676  DYNAMIC HT  -         448.995 (meters)    1473.08  (feet)  COMP
 GX1676  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 GX1676
 GX1676  VERT ORDER  -  SECOND    CLASS 0
 GX1676
 GX1676.The horizontal coordinates were scaled from a topographic map and have
 GX1676.an estimated accuracy of +/- 6 seconds.
 GX1676
 GX1676.The orthometric height was determined by differential leveling
 GX1676.and adjusted by the National Geodetic Survey in June 1991..
 GX1676
 GX1676.The geoid height was determined by GEOID03.
 GX1676
 GX1676.The dynamic height is computed by dividing the NAVD 88
 GX1676.geopotential number by the normal gravity value computed on the
 GX1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1676.degrees latitude (g = 980.6199 gals.).
 GX1676
 GX1676.The modeled gravity was interpolated from observed gravity values.
 GX1676
 GX1676;                    North         East    Units  Estimated Accuracy
 GX1676;SPC WV S     -    46,830.      554,680.      MT  (+/- 180 meters Scaled)
 GX1676
 GX1676                          SUPERSEDED SURVEY CONTROL
 GX1676
 GX1676  NGVD 29 (??/??/92)  449.532  (m)         1474.84   (f) ADJ UNCH    2 0
 GX1676
 GX1676.Superseded values are not recommended for survey control.
 GX1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1676.See file dsdata.txt to determine how the superseded data were derived.
 GX1676
 GX1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB547416(NAD 83)
 GX1676_MARKER: DB = BENCH MARK DISK
 GX1676_SETTING: 66 = SET IN ROCK OUTCROP
 GX1676_SP_SET: ROCK CUT
 GX1676_STAMPING: Y 184 1958
 GX1676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1676+STABILITY: POSITION/ELEVATION WELL
 GX1676
 GX1676  HISTORY     - Date     Condition        Report By
 GX1676  HISTORY     - 1958     MONUMENTED       CGS
 GX1676
 GX1676                          STATION DESCRIPTION
 GX1676
 GX1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1676'0.6 MI SW FROM KIMBALL.
 GX1676'0.6 MILE SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1676'THE STATION AT KIMBALL, ON THE INSIDE OF A LONG CURVE WITH
 GX1676'TANGENTS EXTENDING NORTHEAST AND NORTHWEST, 8 1/2 FEET NORTH OF
 GX1676'THE NORTH RAIL OF THE NORTH TRACK, SET VERTICALLY IN THE SOUTH
 GX1676'FACE OF A ROCK CUT, 3 FEET ABOVE THE GROUND, AND ABOUT 1 FOOT
 GX1676'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2259 ***********************************************************************
 HX2259  DESIGNATION -  Y 185
 HX2259  PID         -  HX2259
 HX2259  STATE/COUNTY-  WV/BOONE
 HX2259  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2259
 HX2259                         *CURRENT SURVEY CONTROL
 HX2259  ___________________________________________________________________
 HX2259* NAD 83(1986)-  38 02 17.     (N)    081 39 39.     (W)     SCALED    
 HX2259* NAVD 88     -       355.717  (meters)    1167.05   (feet)  ADJUSTED  
 HX2259  ___________________________________________________________________
 HX2259  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HX2259  DYNAMIC HT  -         355.445 (meters)    1166.16  (feet)  COMP
 HX2259  MODELED GRAV-     979,854.1   (mgal)                       NAVD 88
 HX2259
 HX2259  VERT ORDER  -  SECOND    CLASS 0
 HX2259
 HX2259.The horizontal coordinates were scaled from a topographic map and have
 HX2259.an estimated accuracy of +/- 6 seconds.
 HX2259
 HX2259.The orthometric height was determined by differential leveling
 HX2259.and adjusted by the National Geodetic Survey in June 1991..
 HX2259
 HX2259.The geoid height was determined by GEOID03.
 HX2259
 HX2259.The dynamic height is computed by dividing the NAVD 88
 HX2259.geopotential number by the normal gravity value computed on the
 HX2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2259.degrees latitude (g = 980.6199 gals.).
 HX2259
 HX2259.The modeled gravity was interpolated from observed gravity values.
 HX2259
 HX2259;                    North         East    Units  Estimated Accuracy
 HX2259;SPC WV S     -   115,420.      541,990.      MT  (+/- 180 meters Scaled)
 HX2259
 HX2259                          SUPERSEDED SURVEY CONTROL
 HX2259
 HX2259  NGVD 29 (??/??/92)  355.905  (m)         1167.66   (f) ADJ UNCH    2 0
 HX2259
 HX2259.Superseded values are not recommended for survey control.
 HX2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2259.See file dsdata.txt to determine how the superseded data were derived.
 HX2259
 HX2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC420102(NAD 83)
 HX2259_MARKER: DB = BENCH MARK DISK
 HX2259_SETTING: 66 = SET IN ROCK OUTCROP
 HX2259_SP_SET: ROCK LAYER
 HX2259_STAMPING: Y 185 1958
 HX2259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2259+STABILITY: POSITION/ELEVATION WELL
 HX2259
 HX2259  HISTORY     - Date     Condition        Report By
 HX2259  HISTORY     - 1958     MONUMENTED       CGS
 HX2259
 HX2259                          STATION DESCRIPTION
 HX2259
 HX2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2259'7.4 MI NE FROM VAN.
 HX2259'ABOUT 0.95 MILE NORTHEAST AND NORTH ALONG STATE HIGHWAY 78 FROM
 HX2259'THE JUNCTION OF STATE HIGHWAY 79 AT VAN, THENCE 5.3 MILES
 HX2259'NORTHEAST ALONG A BLACK TOP ROAD ALONG WHITES BRANCH TO WILLIAMS,
 HX2259'THENCE 1.1 MILES NORTH ALONG A NARROW ROAD OR TRAIL DOWNHILL
 HX2259'INTO COLD FORK OF LAUREL CREEK, SET VERTICALLY NEAR THE CENTER
 HX2259'AND IN THE SOUTHEAST FACE OF A 2-FOOT HIGH AND 14-FOOT LONG ROCK
 HX2259'LAYER, 1 FOOT ABOVE THE GROUND, 5 1/2 FEET NORTHWEST OF CENTER
 HX2259'LINE OF ROAD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 HX2259'ROAD.  NOTE-- THIS MARK CAN BE REACHED BY GOING 2.7 MILES
 HX2259'SOUTHWEST ALONG A BLACK TOP ROAD TO HOPKINS FORK FROM THE
 HX2259'CHESAPEAKE AND OHIO RAILWAY OVERPASS AT SETH, THENCE 1.8 MILES
 HX2259'SOUTHWEST ALONG A GRAVEL ROAD ALONG LAUREL CREEK, THENCE 1.3
 HX2259'MILES SOUTH ALONG A SMALL ROAD ALONG COLD FORK, THENCE 0.45
 HX2259'MILE SOUTHWEST ALONG A SMALL ROAD ALONG COLD BRANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2388 ***********************************************************************
 GX2388  DESIGNATION -  Y 186
 GX2388  PID         -  GX2388
 GX2388  STATE/COUNTY-  WV/BOONE
 GX2388  USGS QUAD   -  CLOTHIER (1989)
 GX2388
 GX2388                         *CURRENT SURVEY CONTROL
 GX2388  ___________________________________________________________________
 GX2388* NAD 83(1986)-  37 55 39.     (N)    081 45 38.     (W)     SCALED    
 GX2388* NAVD 88     -       288.739  (meters)     947.30   (feet)  ADJUSTED  
 GX2388  ___________________________________________________________________
 GX2388  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GX2388  DYNAMIC HT  -         288.528 (meters)     946.61  (feet)  COMP
 GX2388  MODELED GRAV-     979,889.5   (mgal)                       NAVD 88
 GX2388
 GX2388  VERT ORDER  -  SECOND    CLASS 0
 GX2388
 GX2388.The horizontal coordinates were scaled from a topographic map and have
 GX2388.an estimated accuracy of +/- 6 seconds.
 GX2388
 GX2388.The orthometric height was determined by differential leveling
 GX2388.and adjusted by the National Geodetic Survey in June 1991..
 GX2388
 GX2388.The geoid height was determined by GEOID03.
 GX2388
 GX2388.The dynamic height is computed by dividing the NAVD 88
 GX2388.geopotential number by the normal gravity value computed on the
 GX2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2388.degrees latitude (g = 980.6199 gals.).
 GX2388
 GX2388.The modeled gravity was interpolated from observed gravity values.
 GX2388
 GX2388;                    North         East    Units  Estimated Accuracy
 GX2388;SPC WV S     -   103,220.      533,140.      MT  (+/- 180 meters Scaled)
 GX2388
 GX2388                          SUPERSEDED SURVEY CONTROL
 GX2388
 GX2388  NGVD 29 (??/??/92)  288.949  (m)          947.99   (f) ADJ UNCH    2 0
 GX2388
 GX2388.Superseded values are not recommended for survey control.
 GX2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2388.See file dsdata.txt to determine how the superseded data were derived.
 GX2388
 GX2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB331980(NAD 83)
 GX2388_MARKER: DB = BENCH MARK DISK
 GX2388_SETTING: 66 = SET IN ROCK OUTCROP
 GX2388_SP_SET: ROCK CUT
 GX2388_STAMPING: Y 186 1958
 GX2388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2388+STABILITY: POSITION/ELEVATION WELL
 GX2388
 GX2388  HISTORY     - Date     Condition        Report By
 GX2388  HISTORY     - 1958     MONUMENTED       CGS
 GX2388
 GX2388                          STATION DESCRIPTION
 GX2388
 GX2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2388'5.4 MI SE FROM CLOTHIER.
 GX2388'ABOUT 5.4 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX2388'FROM THE STATION AT CLOTHIER, 533 YARDS (41 RAILS) SOUTHEAST
 GX2388'OF MILE POST 5, SET VERTICALLY IN THE SOUTHWEST FACE OF A 5-FOOT
 GX2388'HIGH AND 12-FOOT WIDE SMOOTH ROCK, AT THE BOTTOM OF A CUT, 3
 GX2388'FEET ABOVE THE GROUND, 18 FEET NORTHEAST OF THE NORTHEAST RAIL
 GX2388'AND ON THE INSIDE OF A CURVE, 25 YARDS SOUTHEAST OF THE NORTHWEST
 GX2388'END OF CUT, 64 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM
 GX2388'TELEPHONE POLE E 40, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 GX2388'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2329 ***********************************************************************
 GX2329  DESIGNATION -  Y 187
 GX2329  PID         -  GX2329
 GX2329  STATE/COUNTY-  WV/BOONE
 GX2329  USGS QUAD   -  WHITESVILLE (1988)
 GX2329
 GX2329                         *CURRENT SURVEY CONTROL
 GX2329  ___________________________________________________________________
 GX2329* NAD 83(1986)-  37 57 00.     (N)    081 35 46.     (W)     SCALED    
 GX2329* NAVD 88     -       642.146  (meters)    2106.77   (feet)  ADJUSTED  
 GX2329  ___________________________________________________________________
 GX2329  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GX2329  DYNAMIC HT  -         641.677 (meters)    2105.24  (feet)  COMP
 GX2329  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 GX2329
 GX2329  VERT ORDER  -  SECOND    CLASS 0
 GX2329
 GX2329.The horizontal coordinates were scaled from a topographic map and have
 GX2329.an estimated accuracy of +/- 6 seconds.
 GX2329
 GX2329.The orthometric height was determined by differential leveling
 GX2329.and adjusted by the National Geodetic Survey in June 1991..
 GX2329
 GX2329.The geoid height was determined by GEOID03.
 GX2329
 GX2329.The dynamic height is computed by dividing the NAVD 88
 GX2329.geopotential number by the normal gravity value computed on the
 GX2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2329.degrees latitude (g = 980.6199 gals.).
 GX2329
 GX2329.The modeled gravity was interpolated from observed gravity values.
 GX2329
 GX2329;                    North         East    Units  Estimated Accuracy
 GX2329;SPC WV S     -   105,610.      547,610.      MT  (+/- 180 meters Scaled)
 GX2329
 GX2329                          SUPERSEDED SURVEY CONTROL
 GX2329
 GX2329  NGVD 29 (??/??/92)  642.353  (m)         2107.45   (f) ADJ UNCH    2 0
 GX2329
 GX2329.Superseded values are not recommended for survey control.
 GX2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2329.See file dsdata.txt to determine how the superseded data were derived.
 GX2329
 GX2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC476004(NAD 83)
 GX2329_MARKER: DB = BENCH MARK DISK
 GX2329_SETTING: 66 = SET IN ROCK OUTCROP
 GX2329_SP_SET: ROCK LEDGE
 GX2329_STAMPING: Y 187 1958
 GX2329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2329+STABILITY: POSITION/ELEVATION WELL
 GX2329
 GX2329  HISTORY     - Date     Condition        Report By
 GX2329  HISTORY     - 1958     MONUMENTED       CGS
 GX2329
 GX2329                          STATION DESCRIPTION
 GX2329
 GX2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2329'5 MI SW FROM WHITESVILLE.
 GX2329'ABOUT 4.95 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GX2329'JUNCTION OF STATE HIGHWAY 3 AT WHITESVILLE, 0.4 MILE EAST OF
 GX2329'HIGHWAY MILE POST 8, 0.35 MILE EAST OF THE Y JUNCTION OF A TRAIL
 GX2329'LEADING SOUTHWEST, 70 YARDS NORTHWEST OF THE TOP OF GRADE, 75
 GX2329'YARDS SOUTHEAST OF THE CROSSING OF A HIGH POWER LINE, 0.1 MILE
 GX2329'NORTHWEST OF CROSSING OF HIGH POWER LINE, IN TOP OF AND 1/2 FOOT
 GX2329'SOUTHWEST OF THE NORTHEAST EDGE OF 25-FOOT LONG AND 7-FOOT WIDE
 GX2329'EXPOSED TOP OF SANDSTONE ROCK, 9 FEET SOUTHWEST OF THE CENTER
 GX2329'LINE OF THE HIGHWAY (LOGGING ROAD), 1 FOOT SOUTHWEST OF AN ARROW
 GX2329'CUT IN SLANTING NORTHEAST FACE OF SAME ROCK, AND ABOUT 2 FEET
 GX2329'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2306 ***********************************************************************
 GX2306  DESIGNATION -  Y 188
 GX2306  PID         -  GX2306
 GX2306  STATE/COUNTY-  WV/LOGAN
 GX2306  USGS QUAD   -  AMHERSTDALE (1989)
 GX2306
 GX2306                         *CURRENT SURVEY CONTROL
 GX2306  ___________________________________________________________________
 GX2306* NAD 83(1986)-  37 50 54.     (N)    081 47 56.     (W)     SCALED    
 GX2306* NAVD 88     -       352.257  (meters)    1155.70   (feet)  ADJUSTED  
 GX2306  ___________________________________________________________________
 GX2306  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GX2306  DYNAMIC HT  -         351.997 (meters)    1154.84  (feet)  COMP
 GX2306  MODELED GRAV-     979,880.5   (mgal)                       NAVD 88
 GX2306
 GX2306  VERT ORDER  -  SECOND    CLASS 0
 GX2306
 GX2306.The horizontal coordinates were scaled from a topographic map and have
 GX2306.an estimated accuracy of +/- 6 seconds.
 GX2306
 GX2306.The orthometric height was determined by differential leveling
 GX2306.and adjusted by the National Geodetic Survey in June 1991..
 GX2306
 GX2306.The geoid height was determined by GEOID03.
 GX2306
 GX2306.The dynamic height is computed by dividing the NAVD 88
 GX2306.geopotential number by the normal gravity value computed on the
 GX2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2306.degrees latitude (g = 980.6199 gals.).
 GX2306
 GX2306.The modeled gravity was interpolated from observed gravity values.
 GX2306
 GX2306;                    North         East    Units  Estimated Accuracy
 GX2306;SPC WV S     -    94,460.      529,690.      MT  (+/- 180 meters Scaled)
 GX2306
 GX2306                          SUPERSEDED SURVEY CONTROL
 GX2306
 GX2306  NGVD 29 (??/??/92)  352.456  (m)         1156.35   (f) ADJ UNCH    2 0
 GX2306
 GX2306.Superseded values are not recommended for survey control.
 GX2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2306.See file dsdata.txt to determine how the superseded data were derived.
 GX2306
 GX2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB297892(NAD 83)
 GX2306_MARKER: DB = BENCH MARK DISK
 GX2306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2306_SP_SET: CONCRETE WALL
 GX2306_STAMPING: Y 188 1958
 GX2306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2306
 GX2306  HISTORY     - Date     Condition        Report By
 GX2306  HISTORY     - 1958     MONUMENTED       CGS
 GX2306
 GX2306                          STATION DESCRIPTION
 GX2306
 GX2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2306'4 MI SE FROM BLAIR.
 GX2306'ABOUT 4.05 MILES SOUTHEAST ALONG A ROAD TO AMHERSTDALE FROM
 GX2306'THE JUNCTION OF U.S. HIGHWAY 119 AT BLAIR, 0.05 MILE SOUTHWEST
 GX2306'OF THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY, AT THE
 GX2306'GUYAN EAGLE COAL CO. MINE NO. 5, AT KELLY, SET VERTICALLY IN
 GX2306'THE NORTH FACE OF CONCRETE WALL AT ENTRANCE TO MINE, 12 FEET
 GX2306'EAST OF THE CENTER OF THE ENTRANCE TO THE MINE, 0.05 MILE
 GX2306'SOUTHWEST OF THE CONFLUENCE OF BRUSH FORK AND LAUREL FORK,
 GX2306'2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2121 ***********************************************************************
 GX2121  DESIGNATION -  Y 189
 GX2121  PID         -  GX2121
 GX2121  STATE/COUNTY-  WV/BOONE
 GX2121  USGS QUAD   -  WHARTON (1988)
 GX2121
 GX2121                         *CURRENT SURVEY CONTROL
 GX2121  ___________________________________________________________________
 GX2121* NAD 83(1986)-  37 54 18.     (N)    081 40 45.     (W)     SCALED    
 GX2121* NAVD 88     -       293.979  (meters)     964.50   (feet)  ADJUSTED  
 GX2121  ___________________________________________________________________
 GX2121  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GX2121  DYNAMIC HT  -         293.761 (meters)     963.78  (feet)  COMP
 GX2121  MODELED GRAV-     979,880.1   (mgal)                       NAVD 88
 GX2121
 GX2121  VERT ORDER  -  SECOND    CLASS 0
 GX2121
 GX2121.The horizontal coordinates were scaled from a topographic map and have
 GX2121.an estimated accuracy of +/- 6 seconds.
 GX2121
 GX2121.The orthometric height was determined by differential leveling
 GX2121.and adjusted by the National Geodetic Survey in June 1991..
 GX2121
 GX2121.The geoid height was determined by GEOID03.
 GX2121
 GX2121.The dynamic height is computed by dividing the NAVD 88
 GX2121.geopotential number by the normal gravity value computed on the
 GX2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2121.degrees latitude (g = 980.6199 gals.).
 GX2121
 GX2121.The modeled gravity was interpolated from observed gravity values.
 GX2121
 GX2121;                    North         East    Units  Estimated Accuracy
 GX2121;SPC WV S     -   100,660.      540,280.      MT  (+/- 180 meters Scaled)
 GX2121
 GX2121                          SUPERSEDED SURVEY CONTROL
 GX2121
 GX2121  NGVD 29 (??/??/92)  294.178  (m)          965.15   (f) ADJ UNCH    2 0
 GX2121
 GX2121.Superseded values are not recommended for survey control.
 GX2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2121.See file dsdata.txt to determine how the superseded data were derived.
 GX2121
 GX2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB402954(NAD 83)
 GX2121_MARKER: DB = BENCH MARK DISK
 GX2121_SETTING: 66 = SET IN ROCK OUTCROP
 GX2121_SP_SET: ROCK CUT
 GX2121_STAMPING: Y 189 1958
 GX2121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2121+STABILITY: POSITION/ELEVATION WELL
 GX2121
 GX2121  HISTORY     - Date     Condition        Report By
 GX2121  HISTORY     - 1958     MONUMENTED       CGS
 GX2121  HISTORY     - 1973     GOOD             LOCENG
 GX2121
 GX2121                          STATION DESCRIPTION
 GX2121
 GX2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2121'4.2 MI NW FROM BALD KNOB.
 GX2121'ABOUT 4.25 MILES NORTHEST ALONG STATE HIGHWAY 79 FROM THE
 GX2121'BRIDGE OVER JAMES BRANCH AT BLAD KNOB, 1.0 MILE SOUTH OF THE
 GX2121'JUNCTION OF A ROAD LEADING EAST ACROSS A STEEL BRIDGE INTO JARRELL
 GX2121'BRANCH, AT WHARTON, SET VERTICALLY IN THE NORTHEAST FACE OF
 GX2121'A 6-FOOT HIGH LAYER OF CUT ROCK, 3 1/2 FEET ABOVE THE GROUND, 0.1
 GX2121'MILE WEST OF THE WHARTON POST OFFICE, 27 FEET SOUTHWEST OF
 GX2121'CENTER LINE OF HIGHWAY AND ON THE OUTSIDE OF A SHARP CURVE, 49
 GX2121'FEET WEST OF THE NORTHWEST CORNER OF HIGHWAY BRIDGE OVER POND FORK,
 GX2121'AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX2121
 GX2121                          STATION RECOVERY (1973)
 GX2121
 GX2121'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2121'SET SIGN 0.7 FT. S.W. OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3169 ***********************************************************************
 GX3169  DESIGNATION -  Y 189 RESET 1978
 GX3169  PID         -  GX3169
 GX3169  STATE/COUNTY-  WV/BOONE
 GX3169  USGS QUAD   -  WHARTON (1988)
 GX3169
 GX3169                         *CURRENT SURVEY CONTROL
 GX3169  ___________________________________________________________________
 GX3169* NAD 83(1986)-  37 54 18.     (N)    081 40 45.     (W)     SCALED    
 GX3169* NAVD 88     -       292.36   (meters)     959.2    (feet)  RESET     
 GX3169  ___________________________________________________________________
 GX3169  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GX3169
 GX3169  VERT ORDER  -  THIRD
 GX3169
 GX3169.The horizontal coordinates were scaled from a topographic map and have
 GX3169.an estimated accuracy of +/- 6 seconds.
 GX3169
 GX3169.The orthometric height was computed from unverified reset data.
 GX3169.No vertical observational check was made to the station.
 GX3169
 GX3169.The geoid height was determined by GEOID03.
 GX3169
 GX3169;                    North         East    Units  Estimated Accuracy
 GX3169;SPC WV S     -   100,660.      540,280.      MT  (+/- 180 meters Scaled)
 GX3169
 GX3169                          SUPERSEDED SURVEY CONTROL
 GX3169
 GX3169  NGVD 29 (09/25/03)  292.56   (m)          959.8    (f) RESET       3  
 GX3169
 GX3169.Superseded values are not recommended for survey control.
 GX3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3169.See file dsdata.txt to determine how the superseded data were derived.
 GX3169
 GX3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB402954(NAD 83)
 GX3169_MARKER: DB = BENCH MARK DISK
 GX3169_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX3169_SP_SET: PARAPET WALL
 GX3169_STAMPING: Y 189 RESET 1978
 GX3169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3169+STABILITY: SURFACE MOTION
 GX3169
 GX3169  HISTORY     - Date     Condition        Report By
 GX3169  HISTORY     - 1978     MONUMENTED       WVHD
 GX3169
 GX3169                          STATION DESCRIPTION
 GX3169
 GX3169'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1978
 GX3169'7.65 MI SE FROM VAN.
 GX3169'7.65 MILES SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE POST OFFICE IN
 GX3169'VAN, IN PARAPET WALL OF BRIDGE NO 3166, 12.0 FEET NORTHWEST OF THE
 GX3169'SOUTHEAST END OF BRIDGE OVER POND FORK IN THE TOWN OF WHARTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1458 ***********************************************************************
 HW1458  DESIGNATION -  Y 19
 HW1458  PID         -  HW1458
 HW1458  STATE/COUNTY-  WV/PENDLETON
 HW1458  USGS QUAD   -  MOATSTOWN (1981)
 HW1458
 HW1458                         *CURRENT SURVEY CONTROL
 HW1458  ___________________________________________________________________
 HW1458* NAD 83(1986)-  38 35 12.     (N)    079 24 39.     (W)     SCALED    
 HW1458* NAVD 88     -       588.172  (meters)    1929.69   (feet)  ADJUSTED  
 HW1458  ___________________________________________________________________
 HW1458  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HW1458  DYNAMIC HT  -         587.733 (meters)    1928.25  (feet)  COMP
 HW1458  MODELED GRAV-     979,862.5   (mgal)                       NAVD 88
 HW1458
 HW1458  VERT ORDER  -  SECOND    CLASS 0
 HW1458
 HW1458.The horizontal coordinates were scaled from a topographic map and have
 HW1458.an estimated accuracy of +/- 6 seconds.
 HW1458
 HW1458.The orthometric height was determined by differential leveling
 HW1458.and adjusted by the National Geodetic Survey in June 1991..
 HW1458
 HW1458.The geoid height was determined by GEOID03.
 HW1458
 HW1458.The dynamic height is computed by dividing the NAVD 88
 HW1458.geopotential number by the normal gravity value computed on the
 HW1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1458.degrees latitude (g = 980.6199 gals.).
 HW1458
 HW1458.The modeled gravity was interpolated from observed gravity values.
 HW1458
 HW1458;                    North         East    Units  Estimated Accuracy
 HW1458;SPC WV S     -   177,290.      738,450.      MT  (+/- 180 meters Scaled)
 HW1458
 HW1458                          SUPERSEDED SURVEY CONTROL
 HW1458
 HW1458  NGVD 29 (??/??/92)  588.280  (m)         1930.05   (f) ADJ UNCH    2 0
 HW1458
 HW1458.Superseded values are not recommended for survey control.
 HW1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1458.See file dsdata.txt to determine how the superseded data were derived.
 HW1458
 HW1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC384721(NAD 83)
 HW1458_MARKER: DB = BENCH MARK DISK
 HW1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1458_STAMPING: Y 19 1934
 HW1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1458+STABILITY: SURFACE MOTION
 HW1458
 HW1458  HISTORY     - Date     Condition        Report By
 HW1458  HISTORY     - 1934     MONUMENTED       CGS
 HW1458
 HW1458                          STATION DESCRIPTION
 HW1458
 HW1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1458'3.7 MI N FROM CAVE.
 HW1458'3.7 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 HW1458'AT CAVE, PENDLETON COUNTY, 0.5 MILE NORTHEAST OF A WHITE CHURCH,
 HW1458'IN A PASTURE, 100 YARDS SOUTHEAST DOWN A HILL FROM A BARN IN THE
 HW1458'PASTURE, 2 FEET NORTHWEST OF THE SPLIT RAIL FENCE, 61 FEET
 HW1458'SOUTHWEST OF THE CORNER OF THE FENCE, 25 FEET NORTHWEST OF THE
 HW1458'CENTERLINE OF THE HIGHWAY, 2 FEET HIGHER THAN THE HIGHWAY, AND
 HW1458'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2314 ***********************************************************************
 GX2314  DESIGNATION -  Y 190
 GX2314  PID         -  GX2314
 GX2314  STATE/COUNTY-  WV/LOGAN
 GX2314  USGS QUAD   -  AMHERSTDALE (1989)
 GX2314
 GX2314                         *CURRENT SURVEY CONTROL
 GX2314  ___________________________________________________________________
 GX2314* NAD 83(1986)-  37 47 47.     (N)    081 48 50.     (W)     SCALED    
 GX2314* NAVD 88     -       410.854  (meters)    1347.94   (feet)  ADJUSTED  
 GX2314  ___________________________________________________________________
 GX2314  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GX2314  DYNAMIC HT  -         410.550 (meters)    1346.95  (feet)  COMP
 GX2314  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 GX2314
 GX2314  VERT ORDER  -  SECOND    CLASS 0
 GX2314
 GX2314.The horizontal coordinates were scaled from a topographic map and have
 GX2314.an estimated accuracy of +/- 6 seconds.
 GX2314
 GX2314.The orthometric height was determined by differential leveling
 GX2314.and adjusted by the National Geodetic Survey in June 1991..
 GX2314
 GX2314.The geoid height was determined by GEOID03.
 GX2314
 GX2314.The dynamic height is computed by dividing the NAVD 88
 GX2314.geopotential number by the normal gravity value computed on the
 GX2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2314.degrees latitude (g = 980.6199 gals.).
 GX2314
 GX2314.The modeled gravity was interpolated from observed gravity values.
 GX2314
 GX2314;                    North         East    Units  Estimated Accuracy
 GX2314;SPC WV S     -    88,700.      528,320.      MT  (+/- 180 meters Scaled)
 GX2314
 GX2314                          SUPERSEDED SURVEY CONTROL
 GX2314
 GX2314  NGVD 29 (??/??/92)  411.058  (m)         1348.61   (f) ADJ UNCH    2 0
 GX2314
 GX2314.Superseded values are not recommended for survey control.
 GX2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2314.See file dsdata.txt to determine how the superseded data were derived.
 GX2314
 GX2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB283835(NAD 83)
 GX2314_MARKER: DB = BENCH MARK DISK
 GX2314_SETTING: 66 = SET IN ROCK OUTCROP
 GX2314_SP_SET: ROCK
 GX2314_STAMPING: Y 190 1958
 GX2314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2314+STABILITY: POSITION/ELEVATION WELL
 GX2314
 GX2314  HISTORY     - Date     Condition        Report By
 GX2314  HISTORY     - 1958     MONUMENTED       CGS
 GX2314
 GX2314                          STATION DESCRIPTION
 GX2314
 GX2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2314'1 MI NW FROM AMHERSTDALE.
 GX2314'ABOUT 0.95 MILE NORTH AND NORTHWEST UPHILL ALONG A GRAVEL ROAD
 GX2314'TO BLAIR FROM THE BANK BUILDING AT AMHERSTDALE, 1.0 MILE NORTH
 GX2314'AND NORTHWEST FROM THE JUNCTION OF A BLACK TOP ROAD ALONG
 GX2314'BUFFALO CREEK, SET VERTICALLY IN THE SOUTHWEST FACE OF A SMOOTH
 GX2314'9-FOOT HIGH ROCK, 4 1/2 FEET ABOVE THE BOTTOM OF A DITCH, 20
 GX2314'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 120 YARDS SOUTHEAST
 GX2314'AND UPHILL FROM A HAIRPIN CURVE AND A CULVERT FOR A SMALL CREEK
 GX2314'BRANCH, 20 FEET NORTHWEST OF THE SOUTHEAST END OF THE ROCK, AND
 GX2314'ABOUT 3 1/2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0708 ***********************************************************************
 GX0708  DESIGNATION -  Y 191
 GX0708  PID         -  GX0708
 GX0708  STATE/COUNTY-  WV/SUMMERS
 GX0708  USGS QUAD   -  ALDERSON (1976)
 GX0708
 GX0708                         *CURRENT SURVEY CONTROL
 GX0708  ___________________________________________________________________
 GX0708* NAD 83(1986)-  37 38 43.     (N)    080 44 16.     (W)     SCALED    
 GX0708* NAVD 88     -       462.989  (meters)    1518.99   (feet)  ADJUSTED  
 GX0708  ___________________________________________________________________
 GX0708  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX0708  DYNAMIC HT  -         462.607 (meters)    1517.74  (feet)  COMP
 GX0708  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 GX0708
 GX0708  VERT ORDER  -  FIRST     CLASS II
 GX0708
 GX0708.The horizontal coordinates were scaled from a topographic map and have
 GX0708.an estimated accuracy of +/- 6 seconds.
 GX0708
 GX0708.The orthometric height was determined by differential leveling
 GX0708.and adjusted by the National Geodetic Survey in June 1991..
 GX0708
 GX0708.The geoid height was determined by GEOID03.
 GX0708
 GX0708.The dynamic height is computed by dividing the NAVD 88
 GX0708.geopotential number by the normal gravity value computed on the
 GX0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0708.degrees latitude (g = 980.6199 gals.).
 GX0708
 GX0708.The modeled gravity was interpolated from observed gravity values.
 GX0708
 GX0708;                    North         East    Units  Estimated Accuracy
 GX0708;SPC WV S     -    71,650.      623,140.      MT  (+/- 180 meters Scaled)
 GX0708
 GX0708                          SUPERSEDED SURVEY CONTROL
 GX0708
 GX0708  NGVD 29 (??/??/92)  463.155  (m)         1519.53   (f) ADJ UNCH    1 2
 GX0708
 GX0708.Superseded values are not recommended for survey control.
 GX0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0708.See file dsdata.txt to determine how the superseded data were derived.
 GX0708
 GX0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB231664(NAD 83)
 GX0708_MARKER: DB = BENCH MARK DISK
 GX0708_SETTING: 66 = SET IN ROCK OUTCROP
 GX0708_SP_SET: ROCK OUTCROP
 GX0708_STAMPING: Y 191 1958
 GX0708_MARK LOGO: CGS   
 GX0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0708+STABILITY: POSITION/ELEVATION WELL
 GX0708
 GX0708  HISTORY     - Date     Condition        Report By
 GX0708  HISTORY     - 1958     MONUMENTED       CGS
 GX0708  HISTORY     - 1984     GOOD             NGS
 GX0708
 GX0708                          STATION DESCRIPTION
 GX0708
 GX0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0708'0.8 MI E FROM TALCOTT.
 GX0708'ABOUT 0.85 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0708'THE STATION AT TALCOTT, 0.35 MILE SOUTHWEST OF MILEPOST 346,
 GX0708'ON THE INSIDE OF A CURVE AND AT THE EAST END OF A CUT, 36 1/2
 GX0708'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 83 FEET WEST OF
 GX0708'THE NORTH END OF A SMALL STONE CULVERT BETWEEN CUTS AND UNDER THE
 GX0708'TRACK, 70 FEET SOUTH OF CENTER LINE OF STATE HIGHWAY 3, 76 1/2
 GX0708'FEET SOUTHEAST OF POWER LINE POLE BT P 11, ACROSS THE TRACK FROM
 GX0708'TELEPHONE POLE G, IN TOP OF A 9-BY 6-BY 2 1/2-FOOT HIGH EXPOSED
 GX0708'PART OF LINESTONE OUTCROP, 2.8 FEET NORTH OF SOUTH (CUT) PART
 GX0708'OF ROCK, 1.4 FEET NORTHWEST OF SOUTHEAST EDGE OF ROCK, 8 FEET
 GX0708'BELOW THE LEVEL OF THE HIGHWAY, AND ABOUT 3 FEET ABOVE THE LEVEL
 GX0708'OF THE TRACK.
 GX0708
 GX0708                          STATION RECOVERY (1984)
 GX0708
 GX0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2753 ***********************************************************************
 HX2753  DESIGNATION -  Y 192
 HX2753  PID         -  HX2753
 HX2753  STATE/COUNTY-  WV/FAYETTE
 HX2753  USGS QUAD   -  FAYETTEVILLE (1976)
 HX2753
 HX2753                         *CURRENT SURVEY CONTROL
 HX2753  ___________________________________________________________________
 HX2753* NAD 83(1986)-  38 00 03.     (N)    081 01 10.     (W)     SCALED    
 HX2753* NAVD 88     -       307.465  (meters)    1008.74   (feet)  ADJUSTED  
 HX2753  ___________________________________________________________________
 HX2753  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX2753  DYNAMIC HT  -         307.218 (meters)    1007.93  (feet)  COMP
 HX2753  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 HX2753
 HX2753  VERT ORDER  -  FIRST     CLASS II
 HX2753
 HX2753.The horizontal coordinates were scaled from a topographic map and have
 HX2753.an estimated accuracy of +/- 6 seconds.
 HX2753
 HX2753.The orthometric height was determined by differential leveling
 HX2753.and adjusted by the National Geodetic Survey in June 1991..
 HX2753
 HX2753.The geoid height was determined by GEOID03.
 HX2753
 HX2753.The dynamic height is computed by dividing the NAVD 88
 HX2753.geopotential number by the normal gravity value computed on the
 HX2753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2753.degrees latitude (g = 980.6199 gals.).
 HX2753
 HX2753.The modeled gravity was interpolated from observed gravity values.
 HX2753
 HX2753;                    North         East    Units  Estimated Accuracy
 HX2753;SPC WV S     -   111,080.      598,290.      MT  (+/- 180 meters Scaled)
 HX2753
 HX2753                          SUPERSEDED SURVEY CONTROL
 HX2753
 HX2753  NGVD 29 (??/??/92)  307.626  (m)         1009.27   (f) ADJ UNCH    1 2
 HX2753
 HX2753.Superseded values are not recommended for survey control.
 HX2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2753.See file dsdata.txt to determine how the superseded data were derived.
 HX2753
 HX2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC982059(NAD 83)
 HX2753_MARKER: DB = BENCH MARK DISK
 HX2753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2753_SP_SET: BRIDGE
 HX2753_STAMPING: Y 192 1958
 HX2753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2753
 HX2753  HISTORY     - Date     Condition        Report By
 HX2753  HISTORY     - 1958     MONUMENTED       CGS
 HX2753  HISTORY     - 1961     GOOD             NGS
 HX2753
 HX2753                          STATION DESCRIPTION
 HX2753
 HX2753'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2753'0.2 MI N FROM SEWELL.
 HX2753'ABOUT 0.2 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HX2753'THE STATION AT SEWELL, 0.25 MILE SOUTH OF MILEPOST 398, 9 1/2 FEET
 HX2753'WEST OF THE WEST RAIL OF THE WEST TRACK, IN TOP OF THE NORTH END OF
 HX2753'THE WEST HEAD WALL OF A C. AND O. RY. DOUBLE ARCH CONCRETE BRIDGE
 HX2753'OVER THE MOUTH OF MANNS CREEK, 1 1/2 FEET SOUTH OF THE NORTH END
 HX2753'OF THE HEAD WALL, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
 HX2753
 HX2753                          STATION RECOVERY (1961)
 HX2753
 HX2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HX2753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2035 ***********************************************************************
 GX2035  DESIGNATION -  Y 193
 GX2035  PID         -  GX2035
 GX2035  STATE/COUNTY-  WV/MCDOWELL
 GX2035  USGS QUAD   -  GARY (1977)
 GX2035
 GX2035                         *CURRENT SURVEY CONTROL
 GX2035  ___________________________________________________________________
 GX2035* NAD 83(1986)-  37 22 01.     (N)    081 33 10.     (W)     SCALED    
 GX2035* NAVD 88     -       426.318  (meters)    1398.68   (feet)  ADJUSTED  
 GX2035  ___________________________________________________________________
 GX2035  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GX2035  DYNAMIC HT  -         425.962 (meters)    1397.51  (feet)  COMP
 GX2035  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 GX2035
 GX2035  VERT ORDER  -  SECOND    CLASS 0
 GX2035
 GX2035.The horizontal coordinates were scaled from a topographic map and have
 GX2035.an estimated accuracy of +/- 6 seconds.
 GX2035
 GX2035.The orthometric height was determined by differential leveling
 GX2035.and adjusted by the National Geodetic Survey in June 1991..
 GX2035
 GX2035.The geoid height was determined by GEOID03.
 GX2035
 GX2035.The dynamic height is computed by dividing the NAVD 88
 GX2035.geopotential number by the normal gravity value computed on the
 GX2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2035.degrees latitude (g = 980.6199 gals.).
 GX2035
 GX2035.The modeled gravity was interpolated from observed gravity values.
 GX2035
 GX2035;                    North         East    Units  Estimated Accuracy
 GX2035;SPC WV S     -    40,870.      551,030.      MT  (+/- 180 meters Scaled)
 GX2035
 GX2035                          SUPERSEDED SURVEY CONTROL
 GX2035
 GX2035  NGVD 29 (??/??/92)  426.473  (m)         1399.19   (f) ADJ UNCH    2 0
 GX2035
 GX2035.Superseded values are not recommended for survey control.
 GX2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2035.See file dsdata.txt to determine how the superseded data were derived.
 GX2035
 GX2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB510357(NAD 83)
 GX2035_MARKER: DB = BENCH MARK DISK
 GX2035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2035_SP_SET: ABUTMENT
 GX2035_STAMPING: Y 193 1958
 GX2035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2035
 GX2035  HISTORY     - Date     Condition        Report By
 GX2035  HISTORY     - 1958     MONUMENTED       CGS
 GX2035
 GX2035                          STATION DESCRIPTION
 GX2035
 GX2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2035'AT GARY.
 GX2035'AT GARY, 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 85 FROM THE
 GX2035'JUNCTION OF A BLACK TOP ROAD LEADING SOUTH TO ELBERT, AT THE
 GX2035'CROSSING OF THE NORFOLK AND WESTERN RAILWAY SPUR TRACK, IN
 GX2035'TOP OF THE EAST END OF THE SOUTH ABUTMENT OR BRIDGE SEAT FOR
 GX2035'RAILWAY BRIDGE 2253 OVER TUG FORK, 9 FEET EAST OF THE EAST RAIL,
 GX2035'150 FEET NORTH OF THE CENTER OF THE CROSSING, 1 FOOT WEST OF THE
 GX2035'EAST END OF THE ABUTMENT, AND ABOUT 4 FEET BELOW THE LEVEL OF
 GX2035'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1302 ***********************************************************************
 GX1302  DESIGNATION -  Y 194
 GX1302  PID         -  GX1302
 GX1302  STATE/COUNTY-  WV/MCDOWELL
 GX1302  USGS QUAD   -  KEYSTONE (1976)
 GX1302
 GX1302                         *CURRENT SURVEY CONTROL
 GX1302  ___________________________________________________________________
 GX1302* NAD 83(1986)-  37 22 31.     (N)    081 23 29.     (W)     SCALED    
 GX1302* NAVD 88     -       614.817  (meters)    2017.11   (feet)  ADJUSTED  
 GX1302  ___________________________________________________________________
 GX1302  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX1302  DYNAMIC HT  -         614.277 (meters)    2015.34  (feet)  COMP
 GX1302  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 GX1302
 GX1302  VERT ORDER  -  SECOND    CLASS 0
 GX1302
 GX1302.The horizontal coordinates were scaled from a topographic map and have
 GX1302.an estimated accuracy of +/- 6 seconds.
 GX1302
 GX1302.The orthometric height was determined by differential leveling
 GX1302.and adjusted by the National Geodetic Survey in June 1991..
 GX1302
 GX1302.The geoid height was determined by GEOID03.
 GX1302
 GX1302.The dynamic height is computed by dividing the NAVD 88
 GX1302.geopotential number by the normal gravity value computed on the
 GX1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1302.degrees latitude (g = 980.6199 gals.).
 GX1302
 GX1302.The modeled gravity was interpolated from observed gravity values.
 GX1302
 GX1302;                    North         East    Units  Estimated Accuracy
 GX1302;SPC WV S     -    41,730.      565,330.      MT  (+/- 180 meters Scaled)
 GX1302
 GX1302                          SUPERSEDED SURVEY CONTROL
 GX1302
 GX1302  NGVD 29 (??/??/92)  614.936  (m)         2017.50   (f) ADJ UNCH    2 0
 GX1302
 GX1302.Superseded values are not recommended for survey control.
 GX1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1302.See file dsdata.txt to determine how the superseded data were derived.
 GX1302
 GX1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB653365(NAD 83)
 GX1302_MARKER: DB = BENCH MARK DISK
 GX1302_SETTING: 66 = SET IN ROCK OUTCROP
 GX1302_SP_SET: ROCK CUT
 GX1302_STAMPING: Y 194 1958
 GX1302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1302+STABILITY: POSITION/ELEVATION WELL
 GX1302
 GX1302  HISTORY     - Date     Condition        Report By
 GX1302  HISTORY     - 1958     MONUMENTED       CGS
 GX1302
 GX1302                          STATION DESCRIPTION
 GX1302
 GX1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1302'1.2 MI NW FROM MAYBEURY.
 GX1302'ABOUT 1.2 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1302'FROM THE NORTHWEST END OF THE BRIDGE OVER U.S. HIGHWAY 52 AND
 GX1302'ELKHORN CREEK AT MAYBEURY, ABOUT 2.8 MILES SOUTHEAST ALONG THE
 GX1302'RAILWAY FROM THE ELKHORN DISTRICT HIGH SCHOOL AT UPLAND, AT
 GX1302'MILEPOST N 380, SET VERTICALLY IN THE EAST FACE OF A ROCK CUT,
 GX1302'21 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 43 FEET SOUTHWEST
 GX1302'AND ACROSS THE TRACK FROM THE MILEPOST, 1 1/2 FEET ABOVE THE
 GX1302'GROUND, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1929 ***********************************************************************
 GX1929  DESIGNATION -  Y 195
 GX1929  PID         -  GX1929
 GX1929  STATE/COUNTY-  WV/MCDOWELL
 GX1929  USGS QUAD   -  IAEGER (1976)
 GX1929
 GX1929                         *CURRENT SURVEY CONTROL
 GX1929  ___________________________________________________________________
 GX1929* NAD 83(1986)-  37 24 10.     (N)    081 47 56.     (W)     SCALED    
 GX1929* NAVD 88     -       326.516  (meters)    1071.24   (feet)  ADJUSTED  
 GX1929  ___________________________________________________________________
 GX1929  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GX1929  DYNAMIC HT  -         326.253 (meters)    1070.38  (feet)  COMP
 GX1929  MODELED GRAV-     979,814.4   (mgal)                       NAVD 88
 GX1929
 GX1929  VERT ORDER  -  SECOND    CLASS 0
 GX1929
 GX1929.The horizontal coordinates were scaled from a topographic map and have
 GX1929.an estimated accuracy of +/- 6 seconds.
 GX1929
 GX1929.The orthometric height was determined by differential leveling
 GX1929.and adjusted by the National Geodetic Survey in June 1991..
 GX1929
 GX1929.The geoid height was determined by GEOID03.
 GX1929
 GX1929.The dynamic height is computed by dividing the NAVD 88
 GX1929.geopotential number by the normal gravity value computed on the
 GX1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1929.degrees latitude (g = 980.6199 gals.).
 GX1929
 GX1929.The modeled gravity was interpolated from observed gravity values.
 GX1929
 GX1929;                    North         East    Units  Estimated Accuracy
 GX1929;SPC WV S     -    45,010.      529,270.      MT  (+/- 180 meters Scaled)
 GX1929
 GX1929                          SUPERSEDED SURVEY CONTROL
 GX1929
 GX1929  NGVD 29 (??/??/92)  326.702  (m)         1071.85   (f) ADJ UNCH    2 0
 GX1929
 GX1929.Superseded values are not recommended for survey control.
 GX1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1929.See file dsdata.txt to determine how the superseded data were derived.
 GX1929
 GX1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB292398(NAD 83)
 GX1929_MARKER: DB = BENCH MARK DISK
 GX1929_SETTING: 66 = SET IN ROCK OUTCROP
 GX1929_SP_SET: SET IN ROCK OUTCROP
 GX1929_STAMPING: Y 195 1958
 GX1929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1929+STABILITY: POSITION/ELEVATION WELL
 GX1929
 GX1929  HISTORY     - Date     Condition        Report By
 GX1929  HISTORY     - 1958     MONUMENTED       CGS
 GX1929
 GX1929                          STATION DESCRIPTION
 GX1929
 GX1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1929'6.3 MI S FROM IAEGER.
 GX1929'6.3 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE CROSSING OF THE
 GX1929'NORFOLK AND WESTERN RAILWAY AT IAEGER, ABOUT 5.05 MILES NORTH
 GX1929'ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF STATE HIGHWAY 83
 GX1929'AT BRADSHAW, ABOUT 0.8 MILE SOUTHWEST OF JUNCTION OF A ROAD
 GX1929'SOUTH, ON THE OUTSIDE AND AT THE EAST END OF A CURVE WITH
 GX1929'TANGENTS EXTENDING EAST AND SOUTH, SET VERTICALLY IN THE SOUTH
 GX1929'FACE OF A ROCK CLIFF, 18 FEET NORTH OF CENTER LINE OF HIGHWAY,
 GX1929'30 FEET EAST OF WEST END OF ROCK CLIFF AND ABOUT 2 1/2 FEET ABOVE
 GX1929'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1671 ***********************************************************************
 GX1671  DESIGNATION -  Y 196
 GX1671  PID         -  GX1671
 GX1671  STATE/COUNTY-  WV/MCDOWELL
 GX1671  USGS QUAD   -  WELCH (1976)
 GX1671
 GX1671                         *CURRENT SURVEY CONTROL
 GX1671  ___________________________________________________________________
 GX1671* NAD 83(1986)-  37 24 31.     (N)    081 32 05.     (W)     SCALED    
 GX1671* NAVD 88     -       432.536  (meters)    1419.08   (feet)  ADJUSTED  
 GX1671  ___________________________________________________________________
 GX1671  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1671  DYNAMIC HT  -         432.176 (meters)    1417.90  (feet)  COMP
 GX1671  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 GX1671
 GX1671  VERT ORDER  -  SECOND    CLASS 0
 GX1671
 GX1671.The horizontal coordinates were scaled from a topographic map and have
 GX1671.an estimated accuracy of +/- 6 seconds.
 GX1671
 GX1671.The orthometric height was determined by differential leveling
 GX1671.and adjusted by the National Geodetic Survey in June 1991..
 GX1671
 GX1671.The geoid height was determined by GEOID03.
 GX1671
 GX1671.The dynamic height is computed by dividing the NAVD 88
 GX1671.geopotential number by the normal gravity value computed on the
 GX1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1671.degrees latitude (g = 980.6199 gals.).
 GX1671
 GX1671.The modeled gravity was interpolated from observed gravity values.
 GX1671
 GX1671;                    North         East    Units  Estimated Accuracy
 GX1671;SPC WV S     -    45,490.      552,660.      MT  (+/- 180 meters Scaled)
 GX1671
 GX1671                          SUPERSEDED SURVEY CONTROL
 GX1671
 GX1671  NGVD 29 (??/??/92)  432.700  (m)         1419.62   (f) ADJ UNCH    2 0
 GX1671
 GX1671.Superseded values are not recommended for survey control.
 GX1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1671.See file dsdata.txt to determine how the superseded data were derived.
 GX1671
 GX1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB526403(NAD 83)
 GX1671_MARKER: DB = BENCH MARK DISK
 GX1671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1671_SP_SET: WALL
 GX1671_STAMPING: Y 196 1958
 GX1671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1671
 GX1671  HISTORY     - Date     Condition        Report By
 GX1671  HISTORY     - 1958     MONUMENTED       CGS
 GX1671
 GX1671                          STATION DESCRIPTION
 GX1671
 GX1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1671'2.4 MI SW FROM KIMBALL.
 GX1671'2.4 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1671'THE STATION AT KIMBALL, SET VERTICALLY IN THE NORTHEAST FACE OF
 GX1671'THE SOUTHWEST WALL OF THE FOURTH TUNNEL SOUTHWEST OF THE STATION,
 GX1671'4 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 GX1671'TRACK, 1 FOOT SOUTHEAST OF THE NORTHWEST END OF THE TUNNEL, AND
 GX1671'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0071 ***********************************************************************
 GX0071  DESIGNATION -  Y 197
 GX0071  PID         -  GX0071
 GX0071  STATE/COUNTY-  WV/GREENBRIER
 GX0071  USGS QUAD   -  RONCEVERTE (1971)
 GX0071
 GX0071                         *CURRENT SURVEY CONTROL
 GX0071  ___________________________________________________________________
 GX0071* NAD 83(1986)-  37 44 15.     (N)    080 28 58.     (W)     SCALED    
 GX0071* NAVD 88     -       507.668  (meters)    1665.57   (feet)  ADJUSTED  
 GX0071  ___________________________________________________________________
 GX0071  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GX0071  DYNAMIC HT  -         507.249 (meters)    1664.20  (feet)  COMP
 GX0071  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 GX0071
 GX0071  VERT ORDER  -  FIRST     CLASS II
 GX0071
 GX0071.The horizontal coordinates were scaled from a topographic map and have
 GX0071.an estimated accuracy of +/- 6 seconds.
 GX0071
 GX0071.The orthometric height was determined by differential leveling
 GX0071.and adjusted by the National Geodetic Survey in June 1991..
 GX0071
 GX0071.The geoid height was determined by GEOID03.
 GX0071
 GX0071.The dynamic height is computed by dividing the NAVD 88
 GX0071.geopotential number by the normal gravity value computed on the
 GX0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0071.degrees latitude (g = 980.6199 gals.).
 GX0071
 GX0071.The modeled gravity was interpolated from observed gravity values.
 GX0071
 GX0071;                    North         East    Units  Estimated Accuracy
 GX0071;SPC WV S     -    81,980.      645,590.      MT  (+/- 180 meters Scaled)
 GX0071
 GX0071                          SUPERSEDED SURVEY CONTROL
 GX0071
 GX0071  NGVD 29 (??/??/92)  507.830  (m)         1666.11   (f) ADJ UNCH    1 2
 GX0071
 GX0071.Superseded values are not recommended for survey control.
 GX0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0071.See file dsdata.txt to determine how the superseded data were derived.
 GX0071
 GX0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB455768(NAD 83)
 GX0071_MARKER: DB = BENCH MARK DISK
 GX0071_SETTING: 66 = SET IN ROCK OUTCROP
 GX0071_SP_SET: ROCK CUT
 GX0071_STAMPING: Y 197 1958
 GX0071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0071+STABILITY: POSITION/ELEVATION WELL
 GX0071
 GX0071  HISTORY     - Date     Condition        Report By
 GX0071  HISTORY     - 1958     MONUMENTED       CGS
 GX0071  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0071
 GX0071                          STATION DESCRIPTION
 GX0071
 GX0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0071'1.4 MI SW FROM RONCEVERTE.
 GX0071'ABOUT 1.4 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0071'FROM THE STATION AT RONCEVERTE, ABOUT 7 RAILS SOUTHWEST OF MILEPOST
 GX0071'324, 11 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 GX0071'TRACK, SET VERTICALLY IN THE SOUTHEAST FACE OF THE CENTER ONE OF
 GX0071'THREE SHORT ROCK CUTS, 16 FEET NORTHEAST OF THE SOUTHWEST END OF
 GX0071'THE ROCK, 2 1/2 FEET ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE
 GX0071'LEVEL OF THE TRACK.
 GX0071
 GX0071                          STATION RECOVERY (1983)
 GX0071
 GX0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0071'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0071'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1240 ***********************************************************************
 GX1240  DESIGNATION -  Y 198
 GX1240  PID         -  GX1240
 GX1240  STATE/COUNTY-  WV/FAYETTE
 GX1240  USGS QUAD   -  PRINCE (1989)
 GX1240
 GX1240                         *CURRENT SURVEY CONTROL
 GX1240  ___________________________________________________________________
 GX1240* NAD 83(1986)-  37 51 23.     (N)    081 03 37.     (W)     SCALED    
 GX1240* NAVD 88     -       364.551  (meters)    1196.03   (feet)  ADJUSTED  
 GX1240  ___________________________________________________________________
 GX1240  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX1240  DYNAMIC HT  -         364.267 (meters)    1195.10  (feet)  COMP
 GX1240  MODELED GRAV-     979,841.4   (mgal)                       NAVD 88
 GX1240
 GX1240  VERT ORDER  -  FIRST     CLASS II
 GX1240
 GX1240.The horizontal coordinates were scaled from a topographic map and have
 GX1240.an estimated accuracy of +/- 6 seconds.
 GX1240
 GX1240.The orthometric height was determined by differential leveling
 GX1240.and adjusted by the National Geodetic Survey in June 1991..
 GX1240
 GX1240.The geoid height was determined by GEOID03.
 GX1240
 GX1240.The dynamic height is computed by dividing the NAVD 88
 GX1240.geopotential number by the normal gravity value computed on the
 GX1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1240.degrees latitude (g = 980.6199 gals.).
 GX1240
 GX1240.The modeled gravity was interpolated from observed gravity values.
 GX1240
 GX1240;                    North         East    Units  Estimated Accuracy
 GX1240;SPC WV S     -    95,050.      594,700.      MT  (+/- 180 meters Scaled)
 GX1240
 GX1240                          SUPERSEDED SURVEY CONTROL
 GX1240
 GX1240  NGVD 29 (??/??/92)  364.728  (m)         1196.61   (f) ADJ UNCH    1 2
 GX1240
 GX1240.Superseded values are not recommended for survey control.
 GX1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1240.See file dsdata.txt to determine how the superseded data were derived.
 GX1240
 GX1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB946898(NAD 83)
 GX1240_MARKER: DB = BENCH MARK DISK
 GX1240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1240_SP_SET: BRIDGE
 GX1240_STAMPING: Y 198 1958
 GX1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1240
 GX1240  HISTORY     - Date     Condition        Report By
 GX1240  HISTORY     - 1958     MONUMENTED       CGS
 GX1240
 GX1240                          STATION DESCRIPTION
 GX1240
 GX1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1240'1 MI NW FROM QUINNIMONT.
 GX1240'ABOUT 0.95 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1240'FROM THE STATION AT QUINNIMONT, AT PRINCE, 0.15 MILE EAST OF
 GX1240'MILEPOST 380, 41 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 GX1240'SET VERTICALLY IN THE NORTH FACE OF A RED BRICK ONE-STORY RAILWAY
 GX1240'STATION, 2.4 FEET WEST OF THE NORTHEAST CORNER OF THE STATION,
 GX1240'AND 2 1/2 FEET ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0731 ***********************************************************************
 GX0731  DESIGNATION -  Y 199
 GX0731  PID         -  GX0731
 GX0731  STATE/COUNTY-  WV/SUMMERS
 GX0731  USGS QUAD   -  HINTON (1976)
 GX0731
 GX0731                         *CURRENT SURVEY CONTROL
 GX0731  ___________________________________________________________________
 GX0731* NAD 83(1986)-  37 40 52.     (N)    080 52 43.     (W)     SCALED    
 GX0731* NAVD 88     -       417.566  (meters)    1369.96   (feet)  ADJUSTED  
 GX0731  ___________________________________________________________________
 GX0731  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0731  DYNAMIC HT  -         417.226 (meters)    1368.85  (feet)  COMP
 GX0731  MODELED GRAV-     979,803.9   (mgal)                       NAVD 88
 GX0731
 GX0731  VERT ORDER  -  FIRST     CLASS II
 GX0731
 GX0731.The horizontal coordinates were scaled from a topographic map and have
 GX0731.an estimated accuracy of +/- 6 seconds.
 GX0731
 GX0731.The orthometric height was determined by differential leveling
 GX0731.and adjusted by the National Geodetic Survey in June 1991..
 GX0731
 GX0731.The geoid height was determined by GEOID03.
 GX0731
 GX0731.The dynamic height is computed by dividing the NAVD 88
 GX0731.geopotential number by the normal gravity value computed on the
 GX0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0731.degrees latitude (g = 980.6199 gals.).
 GX0731
 GX0731.The modeled gravity was interpolated from observed gravity values.
 GX0731
 GX0731;                    North         East    Units  Estimated Accuracy
 GX0731;SPC WV S     -    75,600.      610,710.      MT  (+/- 180 meters Scaled)
 GX0731
 GX0731                          SUPERSEDED SURVEY CONTROL
 GX0731
 GX0731  NGVD 29 (??/??/92)  417.736  (m)         1370.52   (f) ADJ UNCH    1 2
 GX0731
 GX0731.Superseded values are not recommended for survey control.
 GX0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0731.See file dsdata.txt to determine how the superseded data were derived.
 GX0731
 GX0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB107704(NAD 83)
 GX0731_MARKER: DB = BENCH MARK DISK
 GX0731_SETTING: 66 = SET IN ROCK OUTCROP
 GX0731_SP_SET: ROCK CUT
 GX0731_STAMPING: Y 199 1958
 GX0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0731+STABILITY: POSITION/ELEVATION WELL
 GX0731
 GX0731  HISTORY     - Date     Condition        Report By
 GX0731  HISTORY     - 1958     MONUMENTED       CGS
 GX0731
 GX0731                          STATION DESCRIPTION
 GX0731
 GX0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0731'1 MI N FROM HINTON.
 GX0731'ABOUT 1.0 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0731'THE STATION AT HINTON, EAST OF AND DIAGONALLY ACROSS THE TRACKS
 GX0731'FROM MILEPOST 358, SET VERTICALLY IN THE NORTHWEST FACE OF A
 GX0731'35-FOOT HIGH ROCK CUT, 21.2 FEET SOUTHEAST OF THE SOUTHEAST
 GX0731'RAIL OF THE SOUTHEAST TRACK AND AT OUTSIDE OF A CURVE, 81 1/2
 GX0731'FEET NORTHEAST OF A YELLOW PAINTED LOUD SPEAKER NO. 58, 2 FEET
 GX0731'ABOVE THE GROUND, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 GX0731'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1903 ***********************************************************************
 HW1903  DESIGNATION -  Y 2
 HW1903  PID         -  HW1903
 HW1903  STATE/COUNTY-  WV/RANDOLPH
 HW1903  USGS QUAD   -  ELKINS (1995)
 HW1903
 HW1903                         *CURRENT SURVEY CONTROL
 HW1903  ___________________________________________________________________
 HW1903* NAD 83(1986)-  38 54 40.     (N)    079 46 11.     (W)     SCALED    
 HW1903* NAVD 88     -       692.818  (meters)    2273.02   (feet)  POSTED    
 HW1903  ___________________________________________________________________
 HW1903  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HW1903  DYNAMIC HT  -         692.310 (meters)    2271.35  (feet)  COMP
 HW1903  MODELED GRAV-     979,870.9   (mgal)                       NAVD 88
 HW1903
 HW1903  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HW1903
 HW1903.The horizontal coordinates were scaled from a topographic map and have
 HW1903.an estimated accuracy of +/- 6 seconds.
 HW1903
 HW1903.The orthometric height was determined by differential leveling
 HW1903.and adjusted by the National Geodetic Survey in 1992..
 HW1903.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HW1903.rate of 1.1 thru 2.0 mm/km.
 HW1903
 HW1903.The geoid height was determined by GEOID03.
 HW1903
 HW1903.The dynamic height is computed by dividing the NAVD 88
 HW1903.geopotential number by the normal gravity value computed on the
 HW1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1903.degrees latitude (g = 980.6199 gals.).
 HW1903
 HW1903.The modeled gravity was interpolated from observed gravity values.
 HW1903
 HW1903;                    North         East    Units  Estimated Accuracy
 HW1903;SPC WV S     -   212,830.      706,710.      MT  (+/- 180 meters Scaled)
 HW1903
 HW1903                          SUPERSEDED SURVEY CONTROL
 HW1903
 HW1903  NGVD 29 (??/??/92)  692.964  (m)         2273.50   (f) ADJ UNCH    1 2
 HW1903
 HW1903.Superseded values are not recommended for survey control.
 HW1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1903.See file dsdata.txt to determine how the superseded data were derived.
 HW1903
 HW1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD066076(NAD 83)
 HW1903_MARKER: DB = BENCH MARK DISK
 HW1903_SETTING: 66 = SET IN ROCK OUTCROP
 HW1903_SP_SET: ROCK CUT
 HW1903_STAMPING: Y 2 1933
 HW1903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1903+STABILITY: POSITION/ELEVATION WELL
 HW1903
 HW1903  HISTORY     - Date     Condition        Report By
 HW1903  HISTORY     - 1933     MONUMENTED       CGS
 HW1903  HISTORY     - 1964     GOOD             NGS
 HW1903  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1903  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1903
 HW1903                          STATION DESCRIPTION
 HW1903
 HW1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW1903'6.5 MI E FROM ELKINS.
 HW1903'6.5 MILES EAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE STATION
 HW1903'AT ELKINS, RANDOLPH COUNTY, 1.0 MILE EAST OF THE EAST END OF THE
 HW1903'KELLEY MOUNTAIN TUNNEL, 1/2 MILE EAST OF MILEPOST E 6, 5 YARDS
 HW1903'SOUTH OF THE TRACK, IN THE FACE OF A ROCK CUT, AND ABOUT 3 FEET
 HW1903'HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED Y 2 1933 AND
 HW1903'SET VERTICALLY.
 HW1903
 HW1903                          STATION RECOVERY (1964)
 HW1903
 HW1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW1903'RECOVERED IN GOOD CONDITION.
 HW1903
 HW1903                          STATION RECOVERY (1983)
 HW1903
 HW1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1903'MARK NOT FOUND.
 HW1903
 HW1903                          STATION RECOVERY (1983)
 HW1903
 HW1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0666 ***********************************************************************
 GX0666  DESIGNATION -  Y 200
 GX0666  PID         -  GX0666
 GX0666  STATE/COUNTY-  WV/MONROE
 GX0666  USGS QUAD   -  FOREST HILL (1976)
 GX0666
 GX0666                         *CURRENT SURVEY CONTROL
 GX0666  ___________________________________________________________________
 GX0666* NAD 83(1986)-  37 32 19.     (N)    080 46 59.     (W)     SCALED    
 GX0666* NAVD 88     -       594.939  (meters)    1951.90   (feet)  ADJUSTED  
 GX0666  ___________________________________________________________________
 GX0666  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0666  DYNAMIC HT  -         594.443 (meters)    1950.27  (feet)  COMP
 GX0666  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 GX0666
 GX0666  VERT ORDER  -  FIRST     CLASS II
 GX0666
 GX0666.The horizontal coordinates were scaled from a topographic map and have
 GX0666.an estimated accuracy of +/- 6 seconds.
 GX0666
 GX0666.The orthometric height was determined by differential leveling
 GX0666.and adjusted by the National Geodetic Survey in June 1991..
 GX0666.WARNING-Repeat measurements at this control monument indicate possible
 GX0666.vertical movement.
 GX0666
 GX0666.The geoid height was determined by GEOID03.
 GX0666
 GX0666.The dynamic height is computed by dividing the NAVD 88
 GX0666.geopotential number by the normal gravity value computed on the
 GX0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0666.degrees latitude (g = 980.6199 gals.).
 GX0666
 GX0666.The modeled gravity was interpolated from observed gravity values.
 GX0666
 GX0666;                    North         East    Units  Estimated Accuracy
 GX0666;SPC WV S     -    59,800.      619,170.      MT  (+/- 180 meters Scaled)
 GX0666
 GX0666                          SUPERSEDED SURVEY CONTROL
 GX0666
 GX0666  NGVD 29 (??/??/92)  595.103  (m)         1952.43   (f) ADJ UNCH    1 2
 GX0666
 GX0666.Superseded values are not recommended for survey control.
 GX0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0666.See file dsdata.txt to determine how the superseded data were derived.
 GX0666
 GX0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB191546(NAD 83)
 GX0666_MARKER: DB = BENCH MARK DISK
 GX0666_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX0666_STAMPING: Y 200 1958
 GX0666_MARK LOGO: CGS   
 GX0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0666+STABILITY: SURFACE MOTION
 GX0666
 GX0666  HISTORY     - Date     Condition        Report By
 GX0666  HISTORY     - 1958     MONUMENTED       CGS
 GX0666  HISTORY     - 1984     GOOD             NGS
 GX0666
 GX0666                          STATION DESCRIPTION
 GX0666
 GX0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0666'2 MI NW FROM RED SULPHUR SPRINGS.
 GX0666'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 12 FROM THE
 GX0666'POST OFFICE AND ROAD JUNCTION AT RED SULPHUR SPRINGS, 0.3 MILE
 GX0666'SOUTHEAST OF THE MONROE-SUMMERS COUNTY LINE, 0.25 MILE NORTH OF
 GX0666'A TEXACO SERVICE STATION AND TWO-STORY CONCRETE BLOCK BUILDING,
 GX0666'83 YARDS NORTH OF HIGHWAY MILEPOST 11, 25 FEET EAST OF CENTER
 GX0666'LINE OF HIGHWAY AND AT INSIDE OF A CURVE, IN TOP OF THE EAST END
 GX0666'OF THE RIGHT ANGLE SHAPED EAST CONCRETE HEAD WALL OF A 15-INCH
 GX0666'PIPE CULVERT UNDER THE HIGHWAY, 235 YARDS SOUTH OF THE Y JUNCTION
 GX0666'OF A GRAVEL ROAD LEADING NORTHEAST, 130 YARDS SOUTH OF THE TOP
 GX0666'OF A GRADE, 6 FEET EAST OF A STEEL POST SUPPORTING A CURVE
 GX0666'(ARROW) SIGN, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GX0666
 GX0666                          STATION RECOVERY (1984)
 GX0666
 GX0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0690 ***********************************************************************
 GX0690  DESIGNATION -  Y 201
 GX0690  PID         -  GX0690
 GX0690  STATE/COUNTY-  WV/MONROE
 GX0690  USGS QUAD   -  ALDERSON (1976)
 GX0690
 GX0690                         *CURRENT SURVEY CONTROL
 GX0690  ___________________________________________________________________
 GX0690* NAD 83(1986)-  37 43 34.     (N)    080 39 29.     (W)     SCALED    
 GX0690* NAVD 88     -       471.014  (meters)    1545.32   (feet)  ADJUSTED  
 GX0690  ___________________________________________________________________
 GX0690  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GX0690  DYNAMIC HT  -         470.631 (meters)    1544.06  (feet)  COMP
 GX0690  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 GX0690
 GX0690  VERT ORDER  -  FIRST     CLASS II
 GX0690
 GX0690.The horizontal coordinates were scaled from a topographic map and have
 GX0690.an estimated accuracy of +/- 6 seconds.
 GX0690
 GX0690.The orthometric height was determined by differential leveling
 GX0690.and adjusted by the National Geodetic Survey in June 1991..
 GX0690
 GX0690.The geoid height was determined by GEOID03.
 GX0690
 GX0690.The dynamic height is computed by dividing the NAVD 88
 GX0690.geopotential number by the normal gravity value computed on the
 GX0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0690.degrees latitude (g = 980.6199 gals.).
 GX0690
 GX0690.The modeled gravity was interpolated from observed gravity values.
 GX0690
 GX0690;                    North         East    Units  Estimated Accuracy
 GX0690;SPC WV S     -    80,650.      630,140.      MT  (+/- 180 meters Scaled)
 GX0690
 GX0690                          SUPERSEDED SURVEY CONTROL
 GX0690
 GX0690  NGVD 29 (??/??/92)  471.183  (m)         1545.87   (f) ADJ UNCH    1 2
 GX0690
 GX0690.Superseded values are not recommended for survey control.
 GX0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0690.See file dsdata.txt to determine how the superseded data were derived.
 GX0690
 GX0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB301754(NAD 83)
 GX0690_MARKER: DB = BENCH MARK DISK
 GX0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0690_STAMPING: Y 201 1958
 GX0690_MARK LOGO: CGS   
 GX0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0690+STABILITY: SURFACE MOTION
 GX0690
 GX0690  HISTORY     - Date     Condition        Report By
 GX0690  HISTORY     - 1958     MONUMENTED       CGS
 GX0690  HISTORY     - 1983     GOOD             NGS
 GX0690
 GX0690                          STATION DESCRIPTION
 GX0690
 GX0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0690'0.7 MI W FROM ALDERSON.
 GX0690'ABOUT 0.7 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX0690'THE STATION AT ALDERSON, 0.4 MILE EAST OF MILEPOST 337, AT THE
 GX0690'CROSSING OF A BLACK TOP ROAD LEADING WEST TO GLENRAY, 55 FEET
 GX0690'SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, 26 FEET WEST
 GX0690'OF CENTER LINE OF BLACK TOP ROAD, 1 1/2 FEET EAST OF STEEL FENCE FOR
 GX0690'FEDERAL PRISON, 7 FEET SOUTH OF FENCE CORNER, 7 FEET SOUTHWEST OF
 GX0690'POWER LINE POLE G 1, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE MAIN
 GX0690'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GX0690
 GX0690                          STATION RECOVERY (1983)
 GX0690
 GX0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0690'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1983 DUE TO THE NEW
 GX0690'LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0054 ***********************************************************************
 GX0054  DESIGNATION -  Y 202
 GX0054  PID         -  GX0054
 GX0054  STATE/COUNTY-  WV/GREENBRIER
 GX0054  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0054
 GX0054                         *CURRENT SURVEY CONTROL
 GX0054  ___________________________________________________________________
 GX0054* NAD 83(1986)-  37 46 37.     (N)    080 20 27.     (W)     SCALED    
 GX0054* NAVD 88     -       545.379  (meters)    1789.30   (feet)  ADJUSTED  
 GX0054  ___________________________________________________________________
 GX0054  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GX0054  DYNAMIC HT  -         544.930 (meters)    1787.82  (feet)  COMP
 GX0054  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 GX0054
 GX0054  VERT ORDER  -  FIRST     CLASS II
 GX0054
 GX0054.The horizontal coordinates were scaled from a topographic map and have
 GX0054.an estimated accuracy of +/- 6 seconds.
 GX0054
 GX0054.The orthometric height was determined by differential leveling
 GX0054.and adjusted by the National Geodetic Survey in June 1991..
 GX0054
 GX0054.The geoid height was determined by GEOID03.
 GX0054
 GX0054.The dynamic height is computed by dividing the NAVD 88
 GX0054.geopotential number by the normal gravity value computed on the
 GX0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0054.degrees latitude (g = 980.6199 gals.).
 GX0054
 GX0054.The modeled gravity was interpolated from observed gravity values.
 GX0054
 GX0054;                    North         East    Units  Estimated Accuracy
 GX0054;SPC WV S     -    86,440.      658,070.      MT  (+/- 180 meters Scaled)
 GX0054
 GX0054                          SUPERSEDED SURVEY CONTROL
 GX0054
 GX0054  NGVD 29 (??/??/92)  545.536  (m)         1789.81   (f) ADJ UNCH    1 2
 GX0054
 GX0054.Superseded values are not recommended for survey control.
 GX0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0054.See file dsdata.txt to determine how the superseded data were derived.
 GX0054
 GX0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB580812(NAD 83)
 GX0054_MARKER: DB = BENCH MARK DISK
 GX0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0054_STAMPING: Y 202 1958
 GX0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0054+STABILITY: SURFACE MOTION
 GX0054
 GX0054  HISTORY     - Date     Condition        Report By
 GX0054  HISTORY     - 1958     MONUMENTED       CGS
 GX0054  HISTORY     - 1972     MARK NOT FOUND   USGS
 GX0054  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0054
 GX0054                          STATION DESCRIPTION
 GX0054
 GX0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0054'2.3 MI W FROM W SULPHUR SPRINGS.
 GX0054'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE CHESAPEAKE
 GX0054'AND OHIO RAILWAY STATION AT WHITE SULPHUR SPRINGS, 0.8 MILE WEST
 GX0054'OF THE ADMINISTRATION BUILDING AT THE GREENBRIER AIRPORT, AND
 GX0054'IS AT THE NORTHWEST CORNER OF THE AIRPORT, ABOUT 96 YARDS EAST
 GX0054'OF THE DRIVE LEADING SOUTH TO THE STARLITE DRIVE-IN THEATRE, 71
 GX0054'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 34 1/2 FEET SOUTHWEST
 GX0054'OF A FENCE CORNER, 3 FEET NORTHWEST OF A FENCE LINE, 2 1/2 FEET
 GX0054'NORTH OF A STEEL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 GX0054'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GX0054'6 INCHES.
 GX0054
 GX0054                          STATION RECOVERY (1972)
 GX0054
 GX0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GX0054'MARK NOT FOUND.
 GX0054
 GX0054                          STATION RECOVERY (1984)
 GX0054
 GX0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0054'NOT RECOVERED, WHITE SULPHUR SPRINGS NURSERY IS NOW AT THIS LOCATION,
 GX0054'THE OWNER REPORTS THE MARK POSSIBLY WAS DESTROYED WHEN CONSTRUCTION OF
 GX0054'THE NURSERY WAS STARTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1867 ***********************************************************************
 HX1867  DESIGNATION -  Y 203
 HX1867  PID         -  HX1867
 HX1867  STATE/COUNTY-  WV/FAYETTE
 HX1867  USGS QUAD   -  BECKWITH (1976)
 HX1867
 HX1867                         *CURRENT SURVEY CONTROL
 HX1867  ___________________________________________________________________
 HX1867* NAD 83(1986)-  38 06 48.     (N)    081 08 42.     (W)     SCALED    
 HX1867* NAVD 88     -       243.851  (meters)     800.03   (feet)  ADJUSTED  
 HX1867  ___________________________________________________________________
 HX1867  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HX1867  DYNAMIC HT  -         243.673 (meters)     799.45  (feet)  COMP
 HX1867  MODELED GRAV-     979,895.3   (mgal)                       NAVD 88
 HX1867
 HX1867  VERT ORDER  -  FIRST     CLASS II
 HX1867
 HX1867.The horizontal coordinates were scaled from a topographic map and have
 HX1867.an estimated accuracy of +/- 6 seconds.
 HX1867
 HX1867.The orthometric height was determined by differential leveling
 HX1867.and adjusted by the National Geodetic Survey in June 1991..
 HX1867
 HX1867.The geoid height was determined by GEOID03.
 HX1867
 HX1867.The dynamic height is computed by dividing the NAVD 88
 HX1867.geopotential number by the normal gravity value computed on the
 HX1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1867.degrees latitude (g = 980.6199 gals.).
 HX1867
 HX1867.The modeled gravity was interpolated from observed gravity values.
 HX1867
 HX1867;                    North         East    Units  Estimated Accuracy
 HX1867;SPC WV S     -   123,580.      587,290.      MT  (+/- 180 meters Scaled)
 HX1867
 HX1867                          SUPERSEDED SURVEY CONTROL
 HX1867
 HX1867  NGVD 29 (??/??/92)  244.033  (m)          800.63   (f) ADJ UNCH    1 2
 HX1867
 HX1867.Superseded values are not recommended for survey control.
 HX1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1867.See file dsdata.txt to determine how the superseded data were derived.
 HX1867
 HX1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC872184(NAD 83)
 HX1867_MARKER: DB = BENCH MARK DISK
 HX1867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1867_SP_SET: PIER
 HX1867_STAMPING: Y 203 1959
 HX1867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1867
 HX1867  HISTORY     - Date     Condition        Report By
 HX1867  HISTORY     - 1959     MONUMENTED       CGS
 HX1867
 HX1867                          STATION DESCRIPTION
 HX1867
 HX1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1867'AT COTTON HILL.
 HX1867'AT COTTON HILL, ALONG THE CHESAPEAKE AND OHIO RAILWAY, ABOUT
 HX1867'9 RAILS EAST OF THE EAST END OF THE STATION, SET VERTICALLY IN
 HX1867'THE NORTH FACE OF THE WEST LEG OF THE SOUTH PIER TO THE U.S.
 HX1867'HIGHWAY 21 BRIDGE OVER THE TRACK AND NEW RIVER, ABOUT 2 FEET
 HX1867'ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1903 ***********************************************************************
 HX1903  DESIGNATION -  Y 204
 HX1903  PID         -  HX1903
 HX1903  STATE/COUNTY-  WV/KANAWHA
 HX1903  USGS QUAD   -  CEDAR GROVE (1976)
 HX1903
 HX1903                         *CURRENT SURVEY CONTROL
 HX1903  ___________________________________________________________________
 HX1903* NAD 83(1986)-  38 13 02.     (N)    081 25 37.     (W)     SCALED    
 HX1903* NAVD 88     -       188.803  (meters)     619.43   (feet)  ADJUSTED  
 HX1903  ___________________________________________________________________
 HX1903  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HX1903  DYNAMIC HT  -         188.671 (meters)     619.00  (feet)  COMP
 HX1903  MODELED GRAV-     979,925.4   (mgal)                       NAVD 88
 HX1903
 HX1903  VERT ORDER  -  FIRST     CLASS II
 HX1903
 HX1903.The horizontal coordinates were scaled from a topographic map and have
 HX1903.an estimated accuracy of +/- 6 seconds.
 HX1903
 HX1903.The orthometric height was determined by differential leveling
 HX1903.and adjusted by the National Geodetic Survey in June 1991..
 HX1903
 HX1903.The geoid height was determined by GEOID03.
 HX1903
 HX1903.The dynamic height is computed by dividing the NAVD 88
 HX1903.geopotential number by the normal gravity value computed on the
 HX1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1903.degrees latitude (g = 980.6199 gals.).
 HX1903
 HX1903.The modeled gravity was interpolated from observed gravity values.
 HX1903
 HX1903;                    North         East    Units  Estimated Accuracy
 HX1903;SPC WV S     -   135,180.      562,610.      MT  (+/- 180 meters Scaled)
 HX1903
 HX1903                          SUPERSEDED SURVEY CONTROL
 HX1903
 HX1903  NGVD 29 (??/??/92)  188.996  (m)          620.06   (f) ADJ UNCH    1 2
 HX1903
 HX1903.Superseded values are not recommended for survey control.
 HX1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1903.See file dsdata.txt to determine how the superseded data were derived.
 HX1903
 HX1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC626300(NAD 83)
 HX1903_MARKER: DB = BENCH MARK DISK
 HX1903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1903_SP_SET: ABUTMENT
 HX1903_STAMPING: Y 204 1959
 HX1903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1903
 HX1903  HISTORY     - Date     Condition        Report By
 HX1903  HISTORY     - 1959     MONUMENTED       CGS
 HX1903
 HX1903                          STATION DESCRIPTION
 HX1903
 HX1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1903'0.4 MI SE FROM CEDAR GROVE.
 HX1903'ABOUT 0.4 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 HX1903'FROM THE STATION AT CEDAR GROVE, 0.3 MILE NORTHWEST OF MILEPOST
 HX1903'145, AT THE SOUTHEAST EDGE OF CEDAR GROVE, 11 FEET SOUTH OF THE
 HX1903'SOUTH RAIL OF THE MAIN TRACK, IN TOP OF THE SOUTH END OF THE
 HX1903'WEST ABUTMENT FOR A RAILROAD BRIDGE OVER KELLY CREEK, 1 FOOT
 HX1903'NORTH OF THE SOUTH END OF THE ABUTMENT, AND ABOUT 1 1/2 FEET
 HX1903'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1272 ***********************************************************************
 GX1272  DESIGNATION -  Y 206
 GX1272  PID         -  GX1272
 GX1272  STATE/COUNTY-  WV/FAYETTE
 GX1272  USGS QUAD   -  PRINCE (1989)
 GX1272
 GX1272                         *CURRENT SURVEY CONTROL
 GX1272  ___________________________________________________________________
 GX1272* NAD 83(1986)-  37 51 26.     (N)    081 01 04.     (W)     SCALED    
 GX1272* NAVD 88     -       475.271  (meters)    1559.28   (feet)  ADJUSTED  
 GX1272  ___________________________________________________________________
 GX1272  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX1272  DYNAMIC HT  -         474.891 (meters)    1558.04  (feet)  COMP
 GX1272  MODELED GRAV-     979,816.6   (mgal)                       NAVD 88
 GX1272
 GX1272  VERT ORDER  -  SECOND    CLASS 0
 GX1272
 GX1272.The horizontal coordinates were scaled from a topographic map and have
 GX1272.an estimated accuracy of +/- 6 seconds.
 GX1272
 GX1272.The orthometric height was determined by differential leveling
 GX1272.and adjusted by the National Geodetic Survey in June 1991..
 GX1272
 GX1272.The geoid height was determined by GEOID03.
 GX1272
 GX1272.The dynamic height is computed by dividing the NAVD 88
 GX1272.geopotential number by the normal gravity value computed on the
 GX1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1272.degrees latitude (g = 980.6199 gals.).
 GX1272
 GX1272.The modeled gravity was interpolated from observed gravity values.
 GX1272
 GX1272;                    North         East    Units  Estimated Accuracy
 GX1272;SPC WV S     -    95,140.      598,440.      MT  (+/- 180 meters Scaled)
 GX1272
 GX1272                          SUPERSEDED SURVEY CONTROL
 GX1272
 GX1272  NGVD 29 (??/??/92)  475.440  (m)         1559.84   (f) ADJ UNCH    2 0
 GX1272
 GX1272.Superseded values are not recommended for survey control.
 GX1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1272.See file dsdata.txt to determine how the superseded data were derived.
 GX1272
 GX1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB984899(NAD 83)
 GX1272_MARKER: DB = BENCH MARK DISK
 GX1272_SETTING: 66 = SET IN ROCK OUTCROP
 GX1272_SP_SET: ROCK CUT
 GX1272_STAMPING: Y 206 1961
 GX1272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1272+STABILITY: POSITION/ELEVATION WELL
 GX1272
 GX1272  HISTORY     - Date     Condition        Report By
 GX1272  HISTORY     - 1961     MONUMENTED       CGS
 GX1272
 GX1272                          STATION DESCRIPTION
 GX1272
 GX1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1272'3 MI NE FROM PRINCE.
 GX1272'ABOUT 3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE CHESAPEAKE
 GX1272'AND OHIO RAILWAY STATION AT PRINCE, ABOUT 25 YARDS EAST OF THE
 GX1272'EAST END OF A SHARP CURVE, SET VERTICALLY IN THE SOUTH FACE OF A
 GX1272'LONG HIGH ROCK CUT, 18 FEET NORTH OF THE CENTER LINE OF THE
 GX1272'HIGHWAY, 25 YARDS WEST OF THE HIGHEST PART OF THE CUT, 2 1/2
 GX1272'FEET ABOVE THE LEVEL OF THE GROUND AND 3 FEET ABOVE THE LEVEL OF
 GX1272'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0797 ***********************************************************************
 GX0797  DESIGNATION -  Y 207
 GX0797  PID         -  GX0797
 GX0797  STATE/COUNTY-  WV/FAYETTE
 GX0797  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0797
 GX0797                         *CURRENT SURVEY CONTROL
 GX0797  ___________________________________________________________________
 GX0797* NAD 83(1986)-  37 51 51.     (N)    080 51 27.     (W)     SCALED    
 GX0797* NAVD 88     -       744.253  (meters)    2441.77   (feet)  ADJUSTED  
 GX0797  ___________________________________________________________________
 GX0797  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX0797  DYNAMIC HT  -         743.629 (meters)    2439.72  (feet)  COMP
 GX0797  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 GX0797
 GX0797  VERT ORDER  -  SECOND    CLASS 0
 GX0797
 GX0797.The horizontal coordinates were scaled from a topographic map and have
 GX0797.an estimated accuracy of +/- 6 seconds.
 GX0797
 GX0797.The orthometric height was determined by differential leveling
 GX0797.and adjusted by the National Geodetic Survey in June 1991..
 GX0797
 GX0797.The geoid height was determined by GEOID03.
 GX0797
 GX0797.The dynamic height is computed by dividing the NAVD 88
 GX0797.geopotential number by the normal gravity value computed on the
 GX0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0797.degrees latitude (g = 980.6199 gals.).
 GX0797
 GX0797.The modeled gravity was interpolated from observed gravity values.
 GX0797
 GX0797;                    North         East    Units  Estimated Accuracy
 GX0797;SPC WV S     -    95,920.      612,540.      MT  (+/- 180 meters Scaled)
 GX0797
 GX0797                          SUPERSEDED SURVEY CONTROL
 GX0797
 GX0797  NGVD 29 (??/??/92)  744.401  (m)         2442.26   (f) ADJ UNCH    2 0
 GX0797
 GX0797.Superseded values are not recommended for survey control.
 GX0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0797.See file dsdata.txt to determine how the superseded data were derived.
 GX0797
 GX0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB125907(NAD 83)
 GX0797_MARKER: DB = BENCH MARK DISK
 GX0797_SETTING: 66 = SET IN ROCK OUTCROP
 GX0797_SP_SET: ROCK OUTCROP
 GX0797_STAMPING: Y 207 1961
 GX0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0797+STABILITY: POSITION/ELEVATION WELL
 GX0797
 GX0797  HISTORY     - Date     Condition        Report By
 GX0797  HISTORY     - 1961     MONUMENTED       CGS
 GX0797
 GX0797                          STATION DESCRIPTION
 GX0797
 GX0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0797'AT MEADOW BRIDGE.
 GX0797'AT MEADOW BRIDGE, ABOUT 0.35 MILE SOUTH ALONG A BLACK TOP ROAD
 GX0797'FROM THE MEADOW BRIDGE HIGH SCHOOL BUILDING, 0.25 MILE NORTH
 GX0797'OF THE MEADOW BRIDGE BAPTIST CHURCH, 0.15 MILE NORTH OF THE
 GX0797'MEADOW BRIDGE METHODIST CHURCH, 57 YARDS SOUTH OF THE JUNCTION
 GX0797'OF A GRADED ROAD LEADING EAST, SET ON THE TOP OF A FLAT ROCK
 GX0797'OUTCROP THAT REACHES FROM THE ROAD DITCH BANK INTO A LOW CUT
 GX0797'BANK, 20 FEET WEST OF THE CENTER LINE OF THE ROAD, 57 FEET NORTH
 GX0797'OF TELEPHONE POLE NO. 82252, 5 FEET EAST OF A FENCE LINE, 4 1/2
 GX0797'FEET EAST OF A METAL WITNESS POST, AND ABOUT 1 FOOT ABOVE THE
 GX0797'ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0823 ***********************************************************************
 GX0823  DESIGNATION -  Y 208
 GX0823  PID         -  GX0823
 GX0823  STATE/COUNTY-  WV/FAYETTE
 GX0823  USGS QUAD   -  RAINELLE (1976)
 GX0823
 GX0823                         *CURRENT SURVEY CONTROL
 GX0823  ___________________________________________________________________
 GX0823* NAD 83(1986)-  37 52 49.     (N)    080 48 28.     (W)     SCALED    
 GX0823* NAVD 88     -       839.532  (meters)    2754.36   (feet)  ADJUSTED  
 GX0823  ___________________________________________________________________
 GX0823  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX0823  DYNAMIC HT  -         838.821 (meters)    2752.03  (feet)  COMP
 GX0823  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 GX0823
 GX0823  VERT ORDER  -  SECOND    CLASS 0
 GX0823
 GX0823.The horizontal coordinates were scaled from a topographic map and have
 GX0823.an estimated accuracy of +/- 6 seconds.
 GX0823
 GX0823.The orthometric height was determined by differential leveling
 GX0823.and adjusted by the National Geodetic Survey in June 1991..
 GX0823
 GX0823.The geoid height was determined by GEOID03.
 GX0823
 GX0823.The dynamic height is computed by dividing the NAVD 88
 GX0823.geopotential number by the normal gravity value computed on the
 GX0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0823.degrees latitude (g = 980.6199 gals.).
 GX0823
 GX0823.The modeled gravity was interpolated from observed gravity values.
 GX0823
 GX0823;                    North         East    Units  Estimated Accuracy
 GX0823;SPC WV S     -    97,720.      616,910.      MT  (+/- 180 meters Scaled)
 GX0823
 GX0823                          SUPERSEDED SURVEY CONTROL
 GX0823
 GX0823  NGVD 29 (??/??/92)  839.672  (m)         2754.82   (f) ADJ UNCH    2 0
 GX0823
 GX0823.Superseded values are not recommended for survey control.
 GX0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0823.See file dsdata.txt to determine how the superseded data were derived.
 GX0823
 GX0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB169925(NAD 83)
 GX0823_MARKER: DB = BENCH MARK DISK
 GX0823_SETTING: 66 = SET IN ROCK OUTCROP
 GX0823_SP_SET: ROCK LEDGE
 GX0823_STAMPING: Y 208 1961
 GX0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0823+STABILITY: POSITION/ELEVATION WELL
 GX0823
 GX0823  HISTORY     - Date     Condition        Report By
 GX0823  HISTORY     - 1961     MONUMENTED       CGS
 GX0823
 GX0823                          STATION DESCRIPTION
 GX0823
 GX0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0823'3.4 MI NE FROM MEADOW BRIDGE.
 GX0823'ABOUT 3.45 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0823'CHESAPEAKE AND OHIO RAILWAY STATION AT MEADOW BRIDGE, ABOUT 0.15
 GX0823'MILE NORTHEAST OF THE C AND O STATION AT SPRING DALE, AT THE
 GX0823'JUNCTION OF A BLACK TOP ROAD LEADING EAST, SET ON THE TOP OF A
 GX0823'ROCK LEDGE THAT IS 15 FEET LONG AND 4 FEET HIGH, 0.15 MILE SOUTH
 GX0823'OF THE CHURCH OF CHRIST AT SPRING DALE, 133 FEET SOUTHEAST OF
 GX0823'THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTHWEST OF THE CENTER
 GX0823'LINE OF THE ROAD, 6 FEET WEST OF THE EAST END OF THE ROCK AND
 GX0823'2 1/2 FEET ABOVE THE LEVEL OF THE BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0974 ***********************************************************************
 GX0974  DESIGNATION -  Y 209
 GX0974  PID         -  GX0974
 GX0974  STATE/COUNTY-  WV/FAYETTE
 GX0974  USGS QUAD   -  RAINELLE (1976)
 GX0974
 GX0974                         *CURRENT SURVEY CONTROL
 GX0974  ___________________________________________________________________
 GX0974* NAD 83(1986)-  37 58 02.     (N)    080 49 22.     (W)     SCALED    
 GX0974* NAVD 88     -       926.291  (meters)    3039.01   (feet)  ADJUSTED  
 GX0974  ___________________________________________________________________
 GX0974  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX0974  DYNAMIC HT  -         925.520 (meters)    3036.48  (feet)  COMP
 GX0974  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 GX0974
 GX0974  VERT ORDER  -  SECOND    CLASS 0
 GX0974
 GX0974.The horizontal coordinates were scaled from a topographic map and have
 GX0974.an estimated accuracy of +/- 6 seconds.
 GX0974
 GX0974.The orthometric height was determined by differential leveling
 GX0974.and adjusted by the National Geodetic Survey in June 1991..
 GX0974
 GX0974.The geoid height was determined by GEOID03.
 GX0974
 GX0974.The dynamic height is computed by dividing the NAVD 88
 GX0974.geopotential number by the normal gravity value computed on the
 GX0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0974.degrees latitude (g = 980.6199 gals.).
 GX0974
 GX0974.The modeled gravity was interpolated from observed gravity values.
 GX0974
 GX0974;                    North         East    Units  Estimated Accuracy
 GX0974;SPC WV S     -   107,370.      615,570.      MT  (+/- 180 meters Scaled)
 GX0974
 GX0974                          SUPERSEDED SURVEY CONTROL
 GX0974
 GX0974  NGVD 29 (??/??/92)  926.439  (m)         3039.49   (f) ADJ UNCH    2 0
 GX0974
 GX0974.Superseded values are not recommended for survey control.
 GX0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0974.See file dsdata.txt to determine how the superseded data were derived.
 GX0974
 GX0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC155021(NAD 83)
 GX0974_MARKER: DB = BENCH MARK DISK
 GX0974_SETTING: 66 = SET IN ROCK OUTCROP
 GX0974_SP_SET: ROCK
 GX0974_STAMPING: Y 209 1961
 GX0974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0974+STABILITY: POSITION/ELEVATION WELL
 GX0974
 GX0974  HISTORY     - Date     Condition        Report By
 GX0974  HISTORY     - 1961     MONUMENTED       CGS
 GX0974
 GX0974                          STATION DESCRIPTION
 GX0974
 GX0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0974'3.4 MI W FROM RAINELLE.
 GX0974'ABOUT 2.8 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GX0974'STATE HIGHWAY 20 AT RAINELLE, THENCE 0.55 MILE SOUTHWEST ALONG
 GX0974'LOOPS ROAD, AT THE Y JUNCTION FORMED BY LOOPS ROAD AND A NARROW
 GX0974'ROUGH GRADED ROAD LEADING WESTERLY, SET IN THE TOP OF A 15 FOOT
 GX0974'ROCK THAT IS 3 FEET WIDE AND PROJECTS 2 FEET ABOVE THE GROUND,
 GX0974'90 FEET WEST OF THE CENTER OF THE JUNCTION, 15 FEET NORTH OF THE
 GX0974'CENTER LINE OF THE ROUGH ROAD LEADING WESTERLY, 5 FEET EAST OF
 GX0974'THE WEST END OF THE ROCK AND 3 FEET ABOVE THE ROUGH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1073 ***********************************************************************
 KY1073  DESIGNATION -  Y 21
 KY1073  PID         -  KY1073
 KY1073  STATE/COUNTY-  WV/HANCOCK
 KY1073  USGS QUAD   -  EAST LIVERPOOL SOUTH (1985)
 KY1073
 KY1073                         *CURRENT SURVEY CONTROL
 KY1073  ___________________________________________________________________
 KY1073* NAD 83(1986)-  40 36 42.     (N)    080 34 20.     (W)     SCALED    
 KY1073* NAVD 88     -       219.179  (meters)     719.09   (feet)  ADJUSTED  
 KY1073  ___________________________________________________________________
 KY1073  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KY1073  DYNAMIC HT  -         219.066 (meters)     718.72  (feet)  COMP
 KY1073  MODELED GRAV-     980,106.8   (mgal)                       NAVD 88
 KY1073
 KY1073  VERT ORDER  -  FIRST     CLASS II
 KY1073
 KY1073.The horizontal coordinates were scaled from a topographic map and have
 KY1073.an estimated accuracy of +/- 6 seconds.
 KY1073
 KY1073.The orthometric height was determined by differential leveling
 KY1073.and adjusted by the National Geodetic Survey in June 1991..
 KY1073
 KY1073.The geoid height was determined by GEOID03.
 KY1073
 KY1073.The dynamic height is computed by dividing the NAVD 88
 KY1073.geopotential number by the normal gravity value computed on the
 KY1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1073.degrees latitude (g = 980.6199 gals.).
 KY1073
 KY1073.The modeled gravity was interpolated from observed gravity values.
 KY1073
 KY1073;                    North         East    Units  Estimated Accuracy
 KY1073;SPC WV N     -   234,990.      509,260.      MT  (+/- 180 meters Scaled)
 KY1073
 KY1073                          SUPERSEDED SURVEY CONTROL
 KY1073
 KY1073  NGVD 29 (??/??/92)  219.32   (m)          719.6    (f) COMPUTED    1 2
 KY1073
 KY1073.Superseded values are not recommended for survey control.
 KY1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1073.See file dsdata.txt to determine how the superseded data were derived.
 KY1073
 KY1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE361957(NAD 83)
 KY1073_MARKER: DB = BENCH MARK DISK
 KY1073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1073_SP_SET: BRIDGE
 KY1073_STAMPING: Y-21 1935
 KY1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1073
 KY1073  HISTORY     - Date     Condition        Report By
 KY1073  HISTORY     - 1935     MONUMENTED       CGS
 KY1073
 KY1073                          STATION DESCRIPTION
 KY1073
 KY1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY1073'AT CHESTER.
 KY1073'23 FEET NORTHWEST OF END OF SOUTH WINGWALL ON EAST SIDE OF BRIDGE
 KY1073'OVER OHIO RIVER, BETWEEN CHESTER, WEST VIRGINIA AND EAST
 KY1073'LIVERPOOL, OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1074 ***********************************************************************
 KY1074  DESIGNATION -  Y 21 RESET
 KY1074  PID         -  KY1074
 KY1074  STATE/COUNTY-  WV/HANCOCK
 KY1074  USGS QUAD   -  EAST LIVERPOOL SOUTH (1985)
 KY1074
 KY1074                         *CURRENT SURVEY CONTROL
 KY1074  ___________________________________________________________________
 KY1074* NAD 83(1986)-  40 36 42.     (N)    080 34 20.     (W)     SCALED    
 KY1074* NAVD 88     -       219.75   (meters)     721.0    (feet)  RESET     
 KY1074  ___________________________________________________________________
 KY1074  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KY1074
 KY1074  VERT ORDER  -  THIRD
 KY1074
 KY1074.The horizontal coordinates were scaled from a topographic map and have
 KY1074.an estimated accuracy of +/- 6 seconds.
 KY1074
 KY1074.The orthometric height was computed from unverified reset data.
 KY1074.No vertical observational check was made to the station.
 KY1074
 KY1074.The geoid height was determined by GEOID03.
 KY1074
 KY1074;                    North         East    Units  Estimated Accuracy
 KY1074;SPC WV N     -   234,990.      509,260.      MT  (+/- 180 meters Scaled)
 KY1074
 KY1074                          SUPERSEDED SURVEY CONTROL
 KY1074
 KY1074  NGVD 29 (??/??/??)  219.89   (m)          721.4    (f) RESET       3  
 KY1074
 KY1074.Superseded values are not recommended for survey control.
 KY1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1074.See file dsdata.txt to determine how the superseded data were derived.
 KY1074
 KY1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE361957(NAD 83)
 KY1074_MARKER: DB = BENCH MARK DISK
 KY1074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1074_SP_SET: BRIDGE
 KY1074_STAMPING: Y 21 RESET 1938
 KY1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1074
 KY1074  HISTORY     - Date     Condition        Report By
 KY1074  HISTORY     - 1938     MONUMENTED       CGS
 KY1074  HISTORY     - 1970     MARK NOT FOUND   LOCSUR
 KY1074  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY1074
 KY1074                          STATION DESCRIPTION
 KY1074
 KY1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KY1074'AT CHESTER.
 KY1074'AT CHESTER, HANCOCK COUNTY, AT THE SOUTH END OF THE STEUBENVILLE,
 KY1074'EAST LIVERPOOL AND BEAVER VALLEY TRACTION CO. BRIDGE OVER THE
 KY1074'OHIO RIVER, IN THE TOP OF THE EAST WINGWALL, AND ABOUT 20 FEET
 KY1074'NORTHWEST OF THE SOUTHEAST END OF THE WALL.  A STANDARD DISK
 KY1074'STAMPED Y 21 RESET 1938.
 KY1074
 KY1074                          STATION RECOVERY (1970)
 KY1074
 KY1074'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 KY1074'MARK NOT FOUND.
 KY1074
 KY1074                          STATION RECOVERY (1983)
 KY1074
 KY1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY1074'NOT RECOVERED, THE RAILROAD BRIDGE NO LONGER EXISTS, CONSIDER
 KY1074'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0850 ***********************************************************************
 GX0850  DESIGNATION -  Y 210
 GX0850  PID         -  GX0850
 GX0850  STATE/COUNTY-  WV/SUMMERS
 GX0850  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0850
 GX0850                         *CURRENT SURVEY CONTROL
 GX0850  ___________________________________________________________________
 GX0850* NAD 83(1986)-  37 45 12.     (N)    080 49 03.     (W)     SCALED    
 GX0850* NAVD 88     -       550.053  (meters)    1804.63   (feet)  ADJUSTED  
 GX0850  ___________________________________________________________________
 GX0850  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX0850  DYNAMIC HT  -         549.595 (meters)    1803.13  (feet)  COMP
 GX0850  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 GX0850
 GX0850  VERT ORDER  -  SECOND    CLASS 0
 GX0850
 GX0850.The horizontal coordinates were scaled from a topographic map and have
 GX0850.an estimated accuracy of +/- 6 seconds.
 GX0850
 GX0850.The orthometric height was determined by differential leveling
 GX0850.and adjusted by the National Geodetic Survey in June 1991..
 GX0850
 GX0850.The geoid height was determined by GEOID03.
 GX0850
 GX0850.The dynamic height is computed by dividing the NAVD 88
 GX0850.geopotential number by the normal gravity value computed on the
 GX0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0850.degrees latitude (g = 980.6199 gals.).
 GX0850
 GX0850.The modeled gravity was interpolated from observed gravity values.
 GX0850
 GX0850;                    North         East    Units  Estimated Accuracy
 GX0850;SPC WV S     -    83,630.      616,080.      MT  (+/- 180 meters Scaled)
 GX0850
 GX0850                          SUPERSEDED SURVEY CONTROL
 GX0850
 GX0850  NGVD 29 (??/??/92)  550.211  (m)         1805.15   (f) ADJ UNCH    2 0
 GX0850
 GX0850.Superseded values are not recommended for survey control.
 GX0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0850.See file dsdata.txt to determine how the superseded data were derived.
 GX0850
 GX0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB160784(NAD 83)
 GX0850_MARKER: DB = BENCH MARK DISK
 GX0850_SETTING: 66 = SET IN ROCK OUTCROP
 GX0850_SP_SET: ROCK CUT
 GX0850_STAMPING: Y 210 1961
 GX0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0850+STABILITY: POSITION/ELEVATION WELL
 GX0850
 GX0850  HISTORY     - Date     Condition        Report By
 GX0850  HISTORY     - 1961     MONUMENTED       CGS
 GX0850
 GX0850                          STATION DESCRIPTION
 GX0850
 GX0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0850'5.3 MI SE FROM SANDSTONE.
 GX0850'0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE CHESAPEAKE AND
 GX0850'OHIO RAILWAY STATION AT SANDSTONE, THENCE 5.0 MILES SOUTHEAST
 GX0850'ALONG THE SANDSTONE-RAMP ROAD, ABOUT 0.4 MILE EAST OF RAMP, ABOUT
 GX0850'30 YARDS WEST OF THE CENTER OF A JUNCTION, SET VERTICALLY IN THE
 GX0850'SOUTH FACE OF A ROCK CUT, 22 FEET NORTH OF THE CENTER LINE OF
 GX0850'THE ROAD, 25 FEET WEST OF THE EAST END OF THE ROCK PART OF THE
 GX0850'CUT, 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 2 1/2 FEET
 GX0850'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0862 ***********************************************************************
 GX0862  DESIGNATION -  Y 211
 GX0862  PID         -  GX0862
 GX0862  STATE/COUNTY-  WV/SUMMERS
 GX0862  USGS QUAD   -  TALCOTT (1968)
 GX0862
 GX0862                         *CURRENT SURVEY CONTROL
 GX0862  ___________________________________________________________________
 GX0862* NAD 83(1986)-  37 44 31.     (N)    080 45 43.     (W)     SCALED    
 GX0862* NAVD 88     -       874.016  (meters)    2867.50   (feet)  ADJUSTED  
 GX0862  ___________________________________________________________________
 GX0862  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX0862  DYNAMIC HT  -         873.252 (meters)    2864.99  (feet)  COMP
 GX0862  MODELED GRAV-     979,725.1   (mgal)                       NAVD 88
 GX0862
 GX0862  VERT ORDER  -  SECOND    CLASS 0
 GX0862
 GX0862.The horizontal coordinates were scaled from a topographic map and have
 GX0862.an estimated accuracy of +/- 6 seconds.
 GX0862
 GX0862.The orthometric height was determined by differential leveling
 GX0862.and adjusted by the National Geodetic Survey in June 1991..
 GX0862
 GX0862.The geoid height was determined by GEOID03.
 GX0862
 GX0862.The dynamic height is computed by dividing the NAVD 88
 GX0862.geopotential number by the normal gravity value computed on the
 GX0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0862.degrees latitude (g = 980.6199 gals.).
 GX0862
 GX0862.The modeled gravity was interpolated from observed gravity values.
 GX0862
 GX0862;                    North         East    Units  Estimated Accuracy
 GX0862;SPC WV S     -    82,370.      620,980.      MT  (+/- 180 meters Scaled)
 GX0862
 GX0862                          SUPERSEDED SURVEY CONTROL
 GX0862
 GX0862  NGVD 29 (??/??/92)  874.151  (m)         2867.94   (f) ADJ UNCH    2 0
 GX0862
 GX0862.Superseded values are not recommended for survey control.
 GX0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0862.See file dsdata.txt to determine how the superseded data were derived.
 GX0862
 GX0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB209772(NAD 83)
 GX0862_MARKER: DB = BENCH MARK DISK
 GX0862_SETTING: 66 = SET IN ROCK OUTCROP
 GX0862_SP_SET: ROCK CLIFT
 GX0862_STAMPING: Y 211 1961
 GX0862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0862+STABILITY: POSITION/ELEVATION WELL
 GX0862
 GX0862  HISTORY     - Date     Condition        Report By
 GX0862  HISTORY     - 1961     MONUMENTED       CGS
 GX0862
 GX0862                          STATION DESCRIPTION
 GX0862
 GX0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0862'9.6 MI W FROM ALDERSON.
 GX0862'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0862'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 7.25
 GX0862'MILES WEST ALONG A BLACK TOP AND GRADED ROAD, AT THE OUTSIDE OF A
 GX0862'SHARP CURVE, NEAR A 4-FOOT PIPE CULVERT UNDER THE ROAD FOR A SMALL
 GX0862'STREAM, SET VERTICALLY IN THE WEST FACE OF A OVERHANGING ROCK
 GX0862'CLIFF THAT IS 10 FEET LONG AND 2 1/2 FEET HIGH, 32 FEET EAST OF
 GX0862'THE CENTER LINE OF THE ROAD, 21 FEET NORTHEAST OF THE NORTHEAST
 GX0862'END OF THE CULVERT AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0891 ***********************************************************************
 GX0891  DESIGNATION -  Y 212
 GX0891  PID         -  GX0891
 GX0891  STATE/COUNTY-  WV/SUMMERS
 GX0891  USGS QUAD   -  ALDERSON (1976)
 GX0891
 GX0891                         *CURRENT SURVEY CONTROL
 GX0891  ___________________________________________________________________
 GX0891* NAD 83(1986)-  37 44 41.     (N)    080 44 41.     (W)     SCALED    
 GX0891* NAVD 88     -       929.126  (meters)    3048.31   (feet)  ADJUSTED  
 GX0891  ___________________________________________________________________
 GX0891  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GX0891  DYNAMIC HT  -         928.337 (meters)    3045.72  (feet)  COMP
 GX0891  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 GX0891
 GX0891  VERT ORDER  -  SECOND    CLASS 0
 GX0891
 GX0891.The horizontal coordinates were scaled from a topographic map and have
 GX0891.an estimated accuracy of +/- 6 seconds.
 GX0891
 GX0891.The orthometric height was determined by differential leveling
 GX0891.and adjusted by the National Geodetic Survey in June 1991..
 GX0891
 GX0891.The geoid height was determined by GEOID03.
 GX0891
 GX0891.The dynamic height is computed by dividing the NAVD 88
 GX0891.geopotential number by the normal gravity value computed on the
 GX0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0891.degrees latitude (g = 980.6199 gals.).
 GX0891
 GX0891.The modeled gravity was interpolated from observed gravity values.
 GX0891
 GX0891;                    North         East    Units  Estimated Accuracy
 GX0891;SPC WV S     -    82,690.      622,500.      MT  (+/- 180 meters Scaled)
 GX0891
 GX0891                          SUPERSEDED SURVEY CONTROL
 GX0891
 GX0891  NGVD 29 (??/??/92)  929.284  (m)         3048.83   (f) ADJ UNCH    2 0
 GX0891
 GX0891.Superseded values are not recommended for survey control.
 GX0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0891.See file dsdata.txt to determine how the superseded data were derived.
 GX0891
 GX0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB224775(NAD 83)
 GX0891_MARKER: DB = BENCH MARK DISK
 GX0891_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0891_SP_SET: UNSPECIFIED ROCK
 GX0891_STAMPING: Y 212 1961
 GX0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0891
 GX0891  HISTORY     - Date     Condition        Report By
 GX0891  HISTORY     - 1961     MONUMENTED       CGS
 GX0891
 GX0891                          STATION DESCRIPTION
 GX0891
 GX0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0891'9.8 MI NW FROM ALDERSON.
 GX0891'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0891'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 5.75
 GX0891'MILES WEST ALONG A BLACK TOP ROAD, THENCE 1.8 MILES NORTHEAST
 GX0891'ALONG A GRADED ROAD LEADING TO THE KEENEY MOUNTAIN, AT THE
 GX0891'OUTSIDE OF A VERY SHARP CURVE, SET VERTICALLY IN THE SOUTHEAST
 GX0891'FACE OF A ROCK THAT IS ABOUT 8 FEET WIDE AND 5 FEET HIGH AND
 GX0891'SLOPES BACK INTO A MOUNTAIN, 14 FEET SOUTHWEST OF THE CENTER LINE
 GX0891'OF THE ROAD, 2 1/2 FEET SOUTHWEST OF THE EAST CORNER OF THE ROCK
 GX0891'AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0997 ***********************************************************************
 GX0997  DESIGNATION -  Y 213
 GX0997  PID         -  GX0997
 GX0997  STATE/COUNTY-  WV/SUMMERS
 GX0997  USGS QUAD   -  DAWSON (1971)
 GX0997
 GX0997                         *CURRENT SURVEY CONTROL
 GX0997  ___________________________________________________________________
 GX0997* NAD 83(1986)-  37 48 48.     (N)    080 44 34.     (W)     SCALED    
 GX0997* NAVD 88     -       855.210  (meters)    2805.80   (feet)  ADJUSTED  
 GX0997  ___________________________________________________________________
 GX0997  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX0997  DYNAMIC HT  -         854.495 (meters)    2803.46  (feet)  COMP
 GX0997  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 GX0997
 GX0997  VERT ORDER  -  SECOND    CLASS 0
 GX0997
 GX0997.The horizontal coordinates were scaled from a topographic map and have
 GX0997.an estimated accuracy of +/- 6 seconds.
 GX0997
 GX0997.The orthometric height was determined by differential leveling
 GX0997.and adjusted by the National Geodetic Survey in June 1991..
 GX0997
 GX0997.The geoid height was determined by GEOID03.
 GX0997
 GX0997.The dynamic height is computed by dividing the NAVD 88
 GX0997.geopotential number by the normal gravity value computed on the
 GX0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0997.degrees latitude (g = 980.6199 gals.).
 GX0997
 GX0997.The modeled gravity was interpolated from observed gravity values.
 GX0997
 GX0997;                    North         East    Units  Estimated Accuracy
 GX0997;SPC WV S     -    90,300.      622,650.      MT  (+/- 180 meters Scaled)
 GX0997
 GX0997                          SUPERSEDED SURVEY CONTROL
 GX0997
 GX0997  NGVD 29 (??/??/92)  855.370  (m)         2806.33   (f) ADJ UNCH    2 0
 GX0997
 GX0997.Superseded values are not recommended for survey control.
 GX0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0997.See file dsdata.txt to determine how the superseded data were derived.
 GX0997
 GX0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB226851(NAD 83)
 GX0997_MARKER: DB = BENCH MARK DISK
 GX0997_SETTING: 66 = SET IN ROCK OUTCROP
 GX0997_SP_SET: ROCK
 GX0997_STAMPING: Y 213 1961
 GX0997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0997+STABILITY: POSITION/ELEVATION WELL
 GX0997
 GX0997  HISTORY     - Date     Condition        Report By
 GX0997  HISTORY     - 1961     MONUMENTED       CGS
 GX0997
 GX0997                          STATION DESCRIPTION
 GX0997
 GX0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0997'2.1 MI SW FROM GRASSY MEADOWS.
 GX0997'ABOUT 0.5 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX0997'AT GRASSY MEADOWS, THENCE 0.9 MILE SOUTH ALONG A GRADED ROAD,
 GX0997'THENCE 0.7 MILE WEST ALONG A ROUGH MOUNTAIN ROAD, ALONG THE
 GX0997'EAST SLOPE OF THE MOUNTAIN, AT THE INSIDE AND NEAR THE SOUTH END
 GX0997'OF A CURVE, SET ON TOP OF THE SOUTHEAST CORNER OF A ROCK THAT
 GX0997'IS 10 FEET LONG AND 3 FEET HIGH AND IS PART OF THE MOUNTAIN SIDE,
 GX0997'11 FEET WEST OF THE CENTER LINE OF THE ROAD, 1/2 FOOT NORTHWEST
 GX0997'OF THE SOUTHEAST CORNER OF THE ROCK AND ABOUT 3 FEET ABOVE THE
 GX0997'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0948 ***********************************************************************
 GX0948  DESIGNATION -  Y 214
 GX0948  PID         -  GX0948
 GX0948  STATE/COUNTY-  WV/GREENBRIER
 GX0948  USGS QUAD   -  RUPERT (1981)
 GX0948
 GX0948                         *CURRENT SURVEY CONTROL
 GX0948  ___________________________________________________________________
 GX0948* NAD 83(1986)-  37 57 55.     (N)    080 41 13.     (W)     SCALED    
 GX0948* NAVD 88     -       741.263  (meters)    2431.96   (feet)  ADJUSTED  
 GX0948  ___________________________________________________________________
 GX0948  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX0948  DYNAMIC HT  -         740.645 (meters)    2429.93  (feet)  COMP
 GX0948  MODELED GRAV-     979,770.5   (mgal)                       NAVD 88
 GX0948
 GX0948  VERT ORDER  -  SECOND    CLASS 0
 GX0948
 GX0948.The horizontal coordinates were scaled from a topographic map and have
 GX0948.an estimated accuracy of +/- 6 seconds.
 GX0948
 GX0948.The orthometric height was determined by differential leveling
 GX0948.and adjusted by the National Geodetic Survey in June 1991..
 GX0948
 GX0948.The geoid height was determined by GEOID03.
 GX0948
 GX0948.The dynamic height is computed by dividing the NAVD 88
 GX0948.geopotential number by the normal gravity value computed on the
 GX0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0948.degrees latitude (g = 980.6199 gals.).
 GX0948
 GX0948.The modeled gravity was interpolated from observed gravity values.
 GX0948
 GX0948;                    North         East    Units  Estimated Accuracy
 GX0948;SPC WV S     -   107,180.      627,510.      MT  (+/- 180 meters Scaled)
 GX0948
 GX0948                          SUPERSEDED SURVEY CONTROL
 GX0948
 GX0948  NGVD 29 (??/??/92)  741.403  (m)         2432.42   (f) ADJ UNCH    2 0
 GX0948
 GX0948.Superseded values are not recommended for survey control.
 GX0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0948.See file dsdata.txt to determine how the superseded data were derived.
 GX0948
 GX0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC274020(NAD 83)
 GX0948_MARKER: DB = BENCH MARK DISK
 GX0948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0948_SP_SET: BRICK WALL
 GX0948_STAMPING: Y 214 1961
 GX0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0948
 GX0948  HISTORY     - Date     Condition        Report By
 GX0948  HISTORY     - 1961     MONUMENTED       CGS
 GX0948
 GX0948                          STATION DESCRIPTION
 GX0948
 GX0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0948'AT RUPERT.
 GX0948'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 GX0948'AT RUPERT, THENCE 0.15 MILE NORTHEAST ALONG A BLACK TOP ROAD,
 GX0948'SET VERTICALLY IN THE NORTHEAST FACE OF THE EAST CORNER OF THE
 GX0948'3-STORY PORTION OF THE RUPERT HIGH SCHOOL, 1 1/2 FEET NORTHWEST
 GX0948'OF THE EAST CORNER OF THE BUILDING, 1 1/2 FEET ABOVE THE LEVEL
 GX0948'OF THE GROUND AND 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0137 ***********************************************************************
 GX0137  DESIGNATION -  Y 215
 GX0137  PID         -  GX0137
 GX0137  STATE/COUNTY-  WV/GREENBRIER
 GX0137  USGS QUAD   -  LEWISBURG (1979)
 GX0137
 GX0137                         *CURRENT SURVEY CONTROL
 GX0137  ___________________________________________________________________
 GX0137* NAD 83(1986)-  37 48 34.     (N)    080 29 34.     (W)     SCALED    
 GX0137* NAVD 88     -       563.635  (meters)    1849.19   (feet)  ADJUSTED  
 GX0137  ___________________________________________________________________
 GX0137  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GX0137  DYNAMIC HT  -         563.168 (meters)    1847.66  (feet)  COMP
 GX0137  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 GX0137
 GX0137  VERT ORDER  -  SECOND    CLASS 0
 GX0137
 GX0137.The horizontal coordinates were scaled from a topographic map and have
 GX0137.an estimated accuracy of +/- 6 seconds.
 GX0137
 GX0137.The orthometric height was determined by differential leveling
 GX0137.and adjusted by the National Geodetic Survey in June 1991..
 GX0137
 GX0137.The geoid height was determined by GEOID03.
 GX0137
 GX0137.The dynamic height is computed by dividing the NAVD 88
 GX0137.geopotential number by the normal gravity value computed on the
 GX0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0137.degrees latitude (g = 980.6199 gals.).
 GX0137
 GX0137.The modeled gravity was interpolated from observed gravity values.
 GX0137
 GX0137;                    North         East    Units  Estimated Accuracy
 GX0137;SPC WV S     -    89,960.      644,660.      MT  (+/- 180 meters Scaled)
 GX0137
 GX0137                          SUPERSEDED SURVEY CONTROL
 GX0137
 GX0137  NGVD 29 (??/??/92)  563.783  (m)         1849.68   (f) ADJ UNCH    2 0
 GX0137
 GX0137.Superseded values are not recommended for survey control.
 GX0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0137.See file dsdata.txt to determine how the superseded data were derived.
 GX0137
 GX0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB446847(NAD 83)
 GX0137_MARKER: DB = BENCH MARK DISK
 GX0137_SETTING: 66 = SET IN ROCK OUTCROP
 GX0137_SP_SET: ROCK
 GX0137_STAMPING: Y 215 1961
 GX0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0137+STABILITY: POSITION/ELEVATION WELL
 GX0137
 GX0137  HISTORY     - Date     Condition        Report By
 GX0137  HISTORY     - 1961     MONUMENTED       CGS
 GX0137
 GX0137                          STATION DESCRIPTION
 GX0137
 GX0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0137'3.2 MI W FROM LEWISBURG.
 GX0137'ABOUT 1.65 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0137'OFFICE AT LEWISBURG, THENCE 1.5 MILES WEST ALONG COUNTY ROAD NO.
 GX0137'33, 50 YARDS WEST OF A 10 FOOT WOODEN BRIDGE OVER A SMALL STREAM,
 GX0137'SET ON THE TOP OF A SQUARE ROCK THAT IS 6 FEET WIDE AND PROJECTS
 GX0137'4 FEET ABOVE THE GROUND, 15 FEET SOUTHWEST OF THE CENTER LINE OF
 GX0137'THE COUNTY ROAD, 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1024 ***********************************************************************
 GX1024  DESIGNATION -  Y 216
 GX1024  PID         -  GX1024
 GX1024  STATE/COUNTY-  WV/GREENBRIER
 GX1024  USGS QUAD   -  ASBURY (1979)
 GX1024
 GX1024                         *CURRENT SURVEY CONTROL
 GX1024  ___________________________________________________________________
 GX1024* NAD 83(1986)-  37 49 08.     (N)    080 37 15.     (W)     SCALED    
 GX1024* NAVD 88     -       506.457  (meters)    1661.60   (feet)  ADJUSTED  
 GX1024  ___________________________________________________________________
 GX1024  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX1024  DYNAMIC HT  -         506.048 (meters)    1660.26  (feet)  COMP
 GX1024  MODELED GRAV-     979,806.7   (mgal)                       NAVD 88
 GX1024
 GX1024  VERT ORDER  -  SECOND    CLASS 0
 GX1024
 GX1024.The horizontal coordinates were scaled from a topographic map and have
 GX1024.an estimated accuracy of +/- 6 seconds.
 GX1024
 GX1024.The orthometric height was determined by differential leveling
 GX1024.and adjusted by the National Geodetic Survey in June 1991..
 GX1024
 GX1024.The geoid height was determined by GEOID03.
 GX1024
 GX1024.The dynamic height is computed by dividing the NAVD 88
 GX1024.geopotential number by the normal gravity value computed on the
 GX1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1024.degrees latitude (g = 980.6199 gals.).
 GX1024
 GX1024.The modeled gravity was interpolated from observed gravity values.
 GX1024
 GX1024;                    North         East    Units  Estimated Accuracy
 GX1024;SPC WV S     -    90,960.      633,380.      MT  (+/- 180 meters Scaled)
 GX1024
 GX1024                          SUPERSEDED SURVEY CONTROL
 GX1024
 GX1024  NGVD 29 (??/??/92)  506.619  (m)         1662.13   (f) ADJ UNCH    2 0
 GX1024
 GX1024.Superseded values are not recommended for survey control.
 GX1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1024.See file dsdata.txt to determine how the superseded data were derived.
 GX1024
 GX1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB333857(NAD 83)
 GX1024_MARKER: DB = BENCH MARK DISK
 GX1024_SETTING: 66 = SET IN ROCK OUTCROP
 GX1024_SP_SET: ROCK CUT
 GX1024_STAMPING: Y 216 1961
 GX1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1024+STABILITY: POSITION/ELEVATION WELL
 GX1024
 GX1024  HISTORY     - Date     Condition        Report By
 GX1024  HISTORY     - 1961     MONUMENTED       CGS
 GX1024
 GX1024                          STATION DESCRIPTION
 GX1024
 GX1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1024'1 MI SE FROM BLUE SULPHUR SPRINGS.
 GX1024'ABOUT 0.95 MILE SOUTHEAST ALONG COUNTY ROUTE NO. 31 FROM THE
 GX1024'G.O.E. MEMORIAL CHURCH AT BLUE SULPHUR SPRINGS, ABOUT 0.6 MILE
 GX1024'SOUTHWEST OF A 60 FOOT BRIDGE OVER RENICK CREEK, 0.2 MILE EAST
 GX1024'OF A T JUNCTION, SET VERTICALLY IN THE NORTH FACE OF A TRIANGULAR
 GX1024'SHAPED ROCK THAT IS PART OF A 10 FOOT HIGH CUT, 12 FEET SOUTH
 GX1024'OF THE CENTER LINE OF THE ROAD, 1 FOOT ABOVE THE LEVEL OF THE
 GX1024'GROUND AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1044 ***********************************************************************
 GX1044  DESIGNATION -  Y 217
 GX1044  PID         -  GX1044
 GX1044  STATE/COUNTY-  WV/GREENBRIER
 GX1044  USGS QUAD   -  ASBURY (1979)
 GX1044
 GX1044                         *CURRENT SURVEY CONTROL
 GX1044  ___________________________________________________________________
 GX1044* NAD 83(1986)-  37 50 19.     (N)    080 35 51.     (W)     SCALED    
 GX1044* NAVD 88     -       504.731  (meters)    1655.94   (feet)  ADJUSTED  
 GX1044  ___________________________________________________________________
 GX1044  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX1044  DYNAMIC HT  -         504.315 (meters)    1654.57  (feet)  COMP
 GX1044  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 GX1044
 GX1044  VERT ORDER  -  SECOND    CLASS 0
 GX1044
 GX1044.The horizontal coordinates were scaled from a topographic map and have
 GX1044.an estimated accuracy of +/- 6 seconds.
 GX1044
 GX1044.The orthometric height was determined by differential leveling
 GX1044.and adjusted by the National Geodetic Survey in June 1991..
 GX1044
 GX1044.The geoid height was determined by GEOID03.
 GX1044
 GX1044.The dynamic height is computed by dividing the NAVD 88
 GX1044.geopotential number by the normal gravity value computed on the
 GX1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1044.degrees latitude (g = 980.6199 gals.).
 GX1044
 GX1044.The modeled gravity was interpolated from observed gravity values.
 GX1044
 GX1044;                    North         East    Units  Estimated Accuracy
 GX1044;SPC WV S     -    93,150.      635,430.      MT  (+/- 180 meters Scaled)
 GX1044
 GX1044                          SUPERSEDED SURVEY CONTROL
 GX1044
 GX1044  NGVD 29 (??/??/92)  504.883  (m)         1656.44   (f) ADJ UNCH    2 0
 GX1044
 GX1044.Superseded values are not recommended for survey control.
 GX1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1044.See file dsdata.txt to determine how the superseded data were derived.
 GX1044
 GX1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB354879(NAD 83)
 GX1044_MARKER: DB = BENCH MARK DISK
 GX1044_SETTING: 66 = SET IN ROCK OUTCROP
 GX1044_SP_SET: ROCK
 GX1044_STAMPING: Y 217 1961
 GX1044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1044+STABILITY: POSITION/ELEVATION WELL
 GX1044
 GX1044  HISTORY     - Date     Condition        Report By
 GX1044  HISTORY     - 1961     MONUMENTED       CGS
 GX1044
 GX1044                          STATION DESCRIPTION
 GX1044
 GX1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1044'3.2 MI NE FROM BLUE SULPHUR SPRINGS.
 GX1044'ABOUT 1.55 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 GX1044'GOE MEMORIAL CHAPEL AT BLUE SULPHUR SPRINGS, THENCE 1.7 MILES
 GX1044'NORTH ALONG A GRADED ROAD, 0.2 MILE NORTHEAST OF A 20-FOOT
 GX1044'BRIDGE OVER A SMALL STREAM, 0.1 MILE EAST OF THE JUNCTION OF A
 GX1044'PRIVATE ROAD LEADING WEST, SET VERTICALLY IN THE SOUTH FACE
 GX1044'OF THE SOUTH END OF A ROCK THAT IS 16 FEET LONG-6 FEET WIDE AND
 GX1044'4 FEET HIGH, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 1/2
 GX1044'FEET ABOVE THE LEVEL OF THE GROUND AND 2 1/2 FEET ABOVE THE
 GX1044'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1996 ***********************************************************************
 HX1996  DESIGNATION -  Y 218
 HX1996  PID         -  HX1996
 HX1996  STATE/COUNTY-  WV/FAYETTE
 HX1996  USGS QUAD   -  ANSTED (1976)
 HX1996
 HX1996                         *CURRENT SURVEY CONTROL
 HX1996  ___________________________________________________________________
 HX1996* NAD 83(1986)-  38 08 01.     (N)    081 04 40.     (W)     SCALED    
 HX1996* NAVD 88     -       422.121  (meters)    1384.91   (feet)  ADJUSTED  
 HX1996  ___________________________________________________________________
 HX1996  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HX1996  DYNAMIC HT  -         421.807 (meters)    1383.88  (feet)  COMP
 HX1996  MODELED GRAV-     979,872.3   (mgal)                       NAVD 88
 HX1996
 HX1996  VERT ORDER  -  SECOND    CLASS 0
 HX1996
 HX1996.The horizontal coordinates were scaled from a topographic map and have
 HX1996.an estimated accuracy of +/- 6 seconds.
 HX1996
 HX1996.The orthometric height was determined by differential leveling
 HX1996.and adjusted by the National Geodetic Survey in June 1991..
 HX1996
 HX1996.The geoid height was determined by GEOID03.
 HX1996
 HX1996.The dynamic height is computed by dividing the NAVD 88
 HX1996.geopotential number by the normal gravity value computed on the
 HX1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1996.degrees latitude (g = 980.6199 gals.).
 HX1996
 HX1996.The modeled gravity was interpolated from observed gravity values.
 HX1996
 HX1996;                    North         East    Units  Estimated Accuracy
 HX1996;SPC WV S     -   125,820.      593,180.      MT  (+/- 180 meters Scaled)
 HX1996
 HX1996                          SUPERSEDED SURVEY CONTROL
 HX1996
 HX1996  NGVD 29 (??/??/92)  422.299  (m)         1385.49   (f) ADJ UNCH    2 0
 HX1996
 HX1996.Superseded values are not recommended for survey control.
 HX1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1996.See file dsdata.txt to determine how the superseded data were derived.
 HX1996
 HX1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC931206(NAD 83)
 HX1996_MARKER: DB = BENCH MARK DISK
 HX1996_SETTING: 66 = SET IN ROCK OUTCROP
 HX1996_SP_SET: ROCK CUT
 HX1996_STAMPING: Y 218 1961
 HX1996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1996+STABILITY: POSITION/ELEVATION WELL
 HX1996
 HX1996  HISTORY     - Date     Condition        Report By
 HX1996  HISTORY     - 1961     MONUMENTED       CGS
 HX1996
 HX1996                          STATION DESCRIPTION
 HX1996
 HX1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1996'1 MI SE FROM ANSTED.
 HX1996'ABOUT 0.95 MILE SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1996'HIGH SCHOOL AT ANSTED, AT VICTOR, SET VERTICALLY IN THE SOUTHWEST
 HX1996'FACE OF A LONG ROCK CUT AT THE OUTSIDE OF A CURVE, 0.1 MILE
 HX1996'NORTHWEST OF THE JUNCTION OF A BLACK TOP ROAD LEADING NORTH,
 HX1996'22 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 106 YARDS
 HX1996'NORTHWEST OF THE CENTER OF THE HIGHWAY FILL OVER SHADE CREEK, 90
 HX1996'FEET NORTHWEST OF THE SOUTHEAST END OF THE CUT AND 3 FEET ABOVE
 HX1996'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1127 ***********************************************************************
 HX1127  DESIGNATION -  Y 219
 HX1127  PID         -  HX1127
 HX1127  STATE/COUNTY-  WV/NICHOLAS
 HX1127  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1127
 HX1127                         *CURRENT SURVEY CONTROL
 HX1127  ___________________________________________________________________
 HX1127* NAD 83(1986)-  38 14 05.     (N)    080 59 20.     (W)     SCALED    
 HX1127* NAVD 88     -       426.364  (meters)    1398.83   (feet)  ADJUSTED  
 HX1127  ___________________________________________________________________
 HX1127  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HX1127  DYNAMIC HT  -         426.053 (meters)    1397.81  (feet)  COMP
 HX1127  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 HX1127
 HX1127  VERT ORDER  -  SECOND    CLASS 0
 HX1127
 HX1127.The horizontal coordinates were scaled from a topographic map and have
 HX1127.an estimated accuracy of +/- 6 seconds.
 HX1127
 HX1127.The orthometric height was determined by differential leveling
 HX1127.and adjusted by the National Geodetic Survey in June 1991..
 HX1127
 HX1127.The geoid height was determined by GEOID03.
 HX1127
 HX1127.The dynamic height is computed by dividing the NAVD 88
 HX1127.geopotential number by the normal gravity value computed on the
 HX1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1127.degrees latitude (g = 980.6199 gals.).
 HX1127
 HX1127.The modeled gravity was interpolated from observed gravity values.
 HX1127
 HX1127;                    North         East    Units  Estimated Accuracy
 HX1127;SPC WV S     -   137,040.      600,970.      MT  (+/- 180 meters Scaled)
 HX1127
 HX1127                          SUPERSEDED SURVEY CONTROL
 HX1127
 HX1127  NGVD 29 (??/??/92)  426.545  (m)         1399.42   (f) ADJ UNCH    2 0
 HX1127
 HX1127.Superseded values are not recommended for survey control.
 HX1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1127.See file dsdata.txt to determine how the superseded data were derived.
 HX1127
 HX1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC009318(NAD 83)
 HX1127_MARKER: DB = BENCH MARK DISK
 HX1127_SETTING: 66 = SET IN ROCK OUTCROP
 HX1127_SP_SET: ROCK OUTCROP
 HX1127_STAMPING: Y 219 1961
 HX1127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1127+STABILITY: POSITION/ELEVATION WELL
 HX1127
 HX1127  HISTORY     - Date     Condition        Report By
 HX1127  HISTORY     - 1961     MONUMENTED       CGS
 HX1127
 HX1127                          STATION DESCRIPTION
 HX1127
 HX1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1127'3.2 MI SE FROM DRENNEN.
 HX1127'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HX1127'OF STATE HIGHWAY 39 AT DRENNEN, THENCE 1.85 MILES SOUTH ALONG
 HX1127'A GRADED ROAD, ABOUT 0.3 MILE NORTH OF THE JUNCTION OF A WOODS
 HX1127'ROAD LEADING EAST, SET ON THE TOP OF A ROCK OUTCROP THAT IS ABOUT
 HX1127'90 FEET LONG, 12 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 HX1127'183 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE GRADED
 HX1127'ROAD AND A DIRT DRIVE LEADING NORTH UP A SMALL VALLEY TO A WHITE
 HX1127'WOODEN FRAME HOUSE, 6 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 HX1127'OUTCROP AND 1 FOOT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0057 ***********************************************************************
 JX0057  DESIGNATION -  Y 22
 JX0057  PID         -  JX0057
 JX0057  STATE/COUNTY-  WV/MARION
 JX0057  USGS QUAD   -  MANNINGTON (1976)
 JX0057
 JX0057                         *CURRENT SURVEY CONTROL
 JX0057  ___________________________________________________________________
 JX0057* NAD 83(1986)-  39 34 43.     (N)    080 22 03.     (W)     SCALED    
 JX0057* NAVD 88     -       304.641  (meters)     999.48   (feet)  ADJUSTED  
 JX0057  ___________________________________________________________________
 JX0057  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JX0057  DYNAMIC HT  -         304.461 (meters)     998.89  (feet)  COMP
 JX0057  MODELED GRAV-     980,028.2   (mgal)                       NAVD 88
 JX0057
 JX0057  VERT ORDER  -  FIRST     CLASS II
 JX0057
 JX0057.The horizontal coordinates were scaled from a topographic map and have
 JX0057.an estimated accuracy of +/- 6 seconds.
 JX0057
 JX0057.The orthometric height was determined by differential leveling
 JX0057.and adjusted by the National Geodetic Survey in June 1991..
 JX0057
 JX0057.The geoid height was determined by GEOID03.
 JX0057
 JX0057.The dynamic height is computed by dividing the NAVD 88
 JX0057.geopotential number by the normal gravity value computed on the
 JX0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0057.degrees latitude (g = 980.6199 gals.).
 JX0057
 JX0057.The modeled gravity was interpolated from observed gravity values.
 JX0057
 JX0057;                    North         East    Units  Estimated Accuracy
 JX0057;SPC WV N     -   120,100.      525,470.      MT  (+/- 180 meters Scaled)
 JX0057
 JX0057                          SUPERSEDED SURVEY CONTROL
 JX0057
 JX0057  NGVD 29 (??/??/92)  304.796  (m)          999.98   (f) ADJ UNCH    1 2
 JX0057
 JX0057.Superseded values are not recommended for survey control.
 JX0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0057.See file dsdata.txt to determine how the superseded data were derived.
 JX0057
 JX0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND543811(NAD 83)
 JX0057_MARKER: DB = BENCH MARK DISK
 JX0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0057_STAMPING: Y 22 1935
 JX0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0057+STABILITY: SURFACE MOTION
 JX0057
 JX0057  HISTORY     - Date     Condition        Report By
 JX0057  HISTORY     - 1935     MONUMENTED       CGS
 JX0057
 JX0057                          STATION DESCRIPTION
 JX0057
 JX0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0057'AT METZ.
 JX0057'AT METZ. MARION COUNTY, 0.2 MILE EAST OF THE BALTIMORE AND OHIO
 JX0057'RAILROAD STATION, 120 FEET NORTHEAST OF POLE 324+5, 21 FEET
 JX0057'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 2 FEET WEST OF A
 JX0057'FENCE CORNER.  A STANDARD DISK, STAMPED Y 22 1935 AND SET IN
 JX0057'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1154 ***********************************************************************
 HX1154  DESIGNATION -  Y 220
 HX1154  PID         -  HX1154
 HX1154  STATE/COUNTY-  WV/NICHOLAS
 HX1154  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1154
 HX1154                         *CURRENT SURVEY CONTROL
 HX1154  ___________________________________________________________________
 HX1154* NAD 83(1986)-  38 15 45.     (N)    080 51 14.     (W)     SCALED    
 HX1154* NAVD 88     -       530.766  (meters)    1741.35   (feet)  ADJUSTED  
 HX1154  ___________________________________________________________________
 HX1154  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HX1154  DYNAMIC HT  -         530.359 (meters)    1740.02  (feet)  COMP
 HX1154  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 HX1154
 HX1154  VERT ORDER  -  SECOND    CLASS 0
 HX1154
 HX1154.The horizontal coordinates were scaled from a topographic map and have
 HX1154.an estimated accuracy of +/- 6 seconds.
 HX1154
 HX1154.The orthometric height was determined by differential leveling
 HX1154.and adjusted by the National Geodetic Survey in June 1991..
 HX1154
 HX1154.The geoid height was determined by GEOID03.
 HX1154
 HX1154.The dynamic height is computed by dividing the NAVD 88
 HX1154.geopotential number by the normal gravity value computed on the
 HX1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1154.degrees latitude (g = 980.6199 gals.).
 HX1154
 HX1154.The modeled gravity was interpolated from observed gravity values.
 HX1154
 HX1154;                    North         East    Units  Estimated Accuracy
 HX1154;SPC WV S     -   140,130.      612,790.      MT  (+/- 180 meters Scaled)
 HX1154
 HX1154                          SUPERSEDED SURVEY CONTROL
 HX1154
 HX1154  NGVD 29 (??/??/92)  530.921  (m)         1741.86   (f) ADJ UNCH    2 0
 HX1154
 HX1154.Superseded values are not recommended for survey control.
 HX1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1154.See file dsdata.txt to determine how the superseded data were derived.
 HX1154
 HX1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC127349(NAD 83)
 HX1154_MARKER: DB = BENCH MARK DISK
 HX1154_SETTING: 66 = SET IN ROCK OUTCROP
 HX1154_SP_SET: ROCK CUT
 HX1154_STAMPING: Y 220 1961
 HX1154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1154+STABILITY: POSITION/ELEVATION WELL
 HX1154
 HX1154  HISTORY     - Date     Condition        Report By
 HX1154  HISTORY     - 1961     MONUMENTED       CGS
 HX1154
 HX1154                          STATION DESCRIPTION
 HX1154
 HX1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1154'2 MI S FROM SUMMERSVILLE.
 HX1154'ABOUT 2.05 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE
 HX1154'AT SUMMERSVILLE, 0.65 MILE SOUTH OF THE CALVARY BAPTIST CHURCH,
 HX1154'SET VERTICALLY IN THE NORTHWEST FACE OF A 50 YARDS LONG ROCK
 HX1154'CUT, 70 YARDS NORTHEAST OF THE JUNCTION OF A DRIVE LEADING TO
 HX1154'A ONE-STORY FRAME HOUSE, 18 FEET SOUTHEAST OF THE CENTER LINE
 HX1154'OF THE HIGHWAY, 28 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 HX1154'CUT AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1155 ***********************************************************************
 HX1155  DESIGNATION -  Y 220 RESET 1972
 HX1155  PID         -  HX1155
 HX1155  STATE/COUNTY-  WV/NICHOLAS
 HX1155  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1155
 HX1155                         *CURRENT SURVEY CONTROL
 HX1155  ___________________________________________________________________
 HX1155* NAD 83(1986)-  38 15 45.     (N)    080 51 14.     (W)     SCALED    
 HX1155* NAVD 88     -       530.67   (+/-2cm)    1741.0    (feet)  VERTCON   
 HX1155  ___________________________________________________________________
 HX1155  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HX1155
 HX1155  VERT ORDER  -  THIRD (See Below)
 HX1155
 HX1155.The horizontal coordinates were scaled from a topographic map and have
 HX1155.an estimated accuracy of +/- 6 seconds.
 HX1155
 HX1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX1155.The vertical order pertains to the NGVD 29 superseded value.
 HX1155
 HX1155.The geoid height was determined by GEOID03.
 HX1155
 HX1155;                    North         East    Units  Estimated Accuracy
 HX1155;SPC WV S     -   140,130.      612,790.      MT  (+/- 180 meters Scaled)
 HX1155
 HX1155                          SUPERSEDED SURVEY CONTROL
 HX1155
 HX1155  NGVD 29 (09/25/03)  530.83   (m)         1741.6    (f) RESET       3  
 HX1155
 HX1155.Superseded values are not recommended for survey control.
 HX1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1155.See file dsdata.txt to determine how the superseded data were derived.
 HX1155
 HX1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC127349(NAD 83)
 HX1155_MARKER: DD = SURVEY DISK
 HX1155_SETTING: 66 = SET IN ROCK OUTCROP
 HX1155_SP_SET: ROCK LEDGE
 HX1155_STAMPING: Y 220 RESET 1972
 HX1155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1155+STABILITY: POSITION/ELEVATION WELL
 HX1155
 HX1155  HISTORY     - Date     Condition        Report By
 HX1155  HISTORY     - 1972     MONUMENTED       WVHD
 HX1155  HISTORY     - 1973     GOOD             NGS
 HX1155
 HX1155                          STATION DESCRIPTION
 HX1155
 HX1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 HX1155'2.2 MI S FROM SUMMERSVILLE.
 HX1155'2.10 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURTHOUSE AT
 HX1155'SUMMERSVILLE, 0.7 MILE SOUTH OF CALVARY BAPTIST CHURCH, 0.1 MILE
 HX1155'NORTHEAST OF THE INTERSECTION OF SECONDARY ROUTE 32, 200 FEET
 HX1155'RIGHT OF THE CENTER LINE OF THE HIGHWAY, 30 FEET WEST OF THE
 HX1155'RIGHT-OF-WAY FENCE, SET IN THE TOP OF THE LOWER SHELF OF AN
 HX1155'EXPOSED ROCK LEDGE AND 50 FEET NORTHEAST OF A POND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1183 ***********************************************************************
 HX1183  DESIGNATION -  Y 221
 HX1183  PID         -  HX1183
 HX1183  STATE/COUNTY-  WV/FAYETTE
 HX1183  USGS QUAD   -  WINONA (1976)
 HX1183
 HX1183                         *CURRENT SURVEY CONTROL
 HX1183  ___________________________________________________________________
 HX1183* NAD 83(1995)-  38 04 43.26937(N)    080 54 00.24593(W)     ADJUSTED  
 HX1183* NAVD 88     -       688.519  (meters)    2258.92   (feet)  ADJUSTED  
 HX1183  ___________________________________________________________________
 HX1183  X           -     795,144.035 (meters)                     COMP
 HX1183  Y           -  -4,964,287.985 (meters)                     COMP
 HX1183  Z           -   3,912,728.144 (meters)                     COMP
 HX1183  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 HX1183  ELLIP HEIGHT-         657.40  (meters)          (04/01/98) GPS OBS
 HX1183  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HX1183  DYNAMIC HT  -         687.982 (meters)    2257.15  (feet)  COMP
 HX1183  MODELED GRAV-     979,825.4   (mgal)                       NAVD 88
 HX1183
 HX1183  HORZ ORDER  -  THIRD
 HX1183  VERT ORDER  -  SECOND    CLASS 0
 HX1183  ELLP ORDER  -  FOURTH    CLASS I
 HX1183
 HX1183.The horizontal coordinates were established by GPS observations
 HX1183.and adjusted by the National Geodetic Survey in April 1998..
 HX1183
 HX1183.The orthometric height was determined by differential leveling
 HX1183.and adjusted by the National Geodetic Survey in June 1991..
 HX1183
 HX1183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX1183
 HX1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1183
 HX1183.The ellipsoidal height was determined by GPS observations
 HX1183.and is referenced to NAD 83.
 HX1183
 HX1183.The geoid height was determined by GEOID03.
 HX1183
 HX1183.The dynamic height is computed by dividing the NAVD 88
 HX1183.geopotential number by the normal gravity value computed on the
 HX1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1183.degrees latitude (g = 980.6199 gals.).
 HX1183
 HX1183.The modeled gravity was interpolated from observed gravity values.
 HX1183
 HX1183;                    North         East     Units Scale Factor Converg.
 HX1183;SPC WV S     -   119,726.073   608,767.221   MT  0.99992737   +0 03 42.4
 HX1183;UTM  17      - 4,214,550.160   508,764.353   MT  0.99960095   +0 03 41.9
 HX1183
 HX1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1183!SPC WV S     -   0.99989686  x   0.99992737  =   0.99982423
 HX1183!UTM  17      -   0.99989686  x   0.99960095  =   0.99949785
 HX1183
 HX1183                          SUPERSEDED SURVEY CONTROL
 HX1183
 HX1183  NAD 83(1986)-  38 04 43.27636(N)    080 54 00.25921(W) AD(       ) 3
 HX1183  NAD 27      -  38 04 42.86579(N)    080 54 00.90971(W) AD(       ) 3
 HX1183  NGVD 29 (??/??/92)  688.688  (m)         2259.47   (f) ADJ UNCH    2 0
 HX1183
 HX1183.Superseded values are not recommended for survey control.
 HX1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1183.See file dsdata.txt to determine how the superseded data were derived.
 HX1183
 HX1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC0876414550(NAD 83)
 HX1183_MARKER: DB = BENCH MARK DISK
 HX1183_SETTING: 66 = SET IN ROCK OUTCROP
 HX1183_SP_SET: ROCK OUTCROP
 HX1183_STAMPING: Y 221 1961
 HX1183_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX1183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1183+STABILITY: POSITION/ELEVATION WELL
 HX1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX1183+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1988
 HX1183
 HX1183  HISTORY     - Date     Condition        Report By
 HX1183  HISTORY     - 1961     MONUMENTED       CGS
 HX1183  HISTORY     - 1987     GOOD             NGS
 HX1183  HISTORY     - 19880520 GOOD
 HX1183
 HX1183                          STATION DESCRIPTION
 HX1183
 HX1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1183'4.4 MI SW FROM NALLEN.
 HX1183'ABOUT 3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE CENTER
 HX1183'OF THE BRIDGE OVER MEADOW RIVER AT NALLEN, THENCE 0.6 MILES NORTH
 HX1183'ALONG A GRADED ROAD, THENCE 0.2 MILE SOUTHEAST ALONG A NARROW
 HX1183'DRIVE TO THE NADER RESIDENCE AN AIRPORT, SET ON THE TOP OF A
 HX1183'6-BY-2 FOOT OUTCROP THAT PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE
 HX1183'GROUND AND IS ALONG THE SOUTHWEST EDGE OF THE RUNWAY, 206 FEET
 HX1183'NORTH OF THE NORTH CORNER OF THE RADER RESIDENCE, 18 FEET
 HX1183'SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY, 39 FEET NORTHWEST
 HX1183'OF THE CENTER LINE OF THE AIRPORT DRIVE, AND ABOUT 3 FEET ABOVE
 HX1183'THE LEVEL OF THE DRIVE.
 HX1183
 HX1183                          STATION RECOVERY (1987)
 HX1183
 HX1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 HX1183'THE STATION IS LOCATED ABOUT 20 KM (12.5 MI)
 HX1183'SOUTH OF SUMMERSVILLE,
 HX1183'3 KM (2 MI) SOUTH-SOUTHWEST OF THE FAYETTE-NICHOLAS-GREENBRIER
 HX1183'COUNTIES JUNCTION CORNER (JUST SOUTH OF NALLEN),
 HX1183'0.8 KM (0.5 MI) NORTHWEST OF THE RUSSELVILLE COMMUNITY, ALONG AN
 HX1183'UNUSED AIRSTRIP, AT THE BASE OF A 2 METER HIGH SLOPED, GRASS
 HX1183'EMBANKMENT.
 HX1183'OWNERSHIP--W.H. RADER, RTE 4 BOX 506, RUSSELVILLE WV 26689.
 HX1183'PHONE (304) 438-6408.
 HX1183'
 HX1183'TO REACH THE STATION FROM THE WEST END OF THE STATE HIGHWAY 41
 HX1183'BRIDGE (FAYETTE-NICHOLAS COUNTY LINE) OVER THE MEADOW RIVER AT
 HX1183'NALLEN, GO SOUTH FOR 4.51 KM (2.8 MI) ON HIGHWAY 41 TO
 HX1183'QUINWOOD-NUTTERVILLE ROAD ON THE LEFT.
 HX1183'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.18 KM (0.75 MI) ON
 HX1183'HIGHWAY 41 TO A PAVED ROAD RIGHT, AT THE BRACKENS CREEK METHODIST
 HX1183'CHURCH AND CEMETERY ON THE LEFT.  TURN SHARP RIGHT AND GO NORTH FOR
 HX1183'0.95 KM (0.6 MI) ON THE PAVED ROAD TO A REVERSE FORK RIGHT NEAR TOP
 HX1183'OF GRADE.  TURN SHARP RIGHT AND GO SOUTH FOR 0.2 KM (0.1 MI)
 HX1183'KEEPING LEFT AT TRACK ROAD FORK, UPGRADE THEN ALONG OLD RUNWAY TO A
 HX1183'DIRT ROAD LEFT LEADING TO A BRICK HOUSE.  CONTINUE AHEAD FOR 0.13
 HX1183'KM (0.1 MI) TO THE STATION ON THE RIGHT, JUST BEFORE REACHING A DIM
 HX1183'CROSS LANE (LEFT TO A HANGAR, RIGHT TO MR. RADERS HOUSE) AND THE
 HX1183'STATION ON THE RIGHT.
 HX1183'
 HX1183'THE STATION IS A STANDARD NGS DISK
 HX1183'STAMPED---Y 221 1961---,
 HX1183'SET INTO A DRILL HOLE IN A 0.5 BY 1.1 METER EXPOSED BEDROCK
 HX1183'PROJECTING 10 CM AT ITS HIGHEST POINT.  LOCATED
 HX1183'42 METERS (137.8 FT) NORTHWEST FROM THE DIM ROAD CROSSING,
 HX1183'10.5 METERS (34.4 FT) SOUTHWEST FROM THE ROAD AND 2 METERS LOWER,
 HX1183'11.5 METERS (37.7 FT) NORTHEAST FROM A TRACK LANE CENTER LEADING TO
 HX1183'THE HOUSE,
 HX1183'19.8 METERS (65.0 FT) NORTH-NORTHEAST FROM THE CENTER OF A 1-METER
 HX1183'SQUARE CONCRETE HOUSING OVER A SPRING AT DRIED-UP POND, AND
 HX1183'1.8 METERS (5.9 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 HX1183'
 HX1183'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 HX1183
 HX1183                          STATION RECOVERY (1988)
 HX1183
 HX1183'RECOVERED 1988
 HX1183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2014 ***********************************************************************
 HX2014  DESIGNATION -  Y 222
 HX2014  PID         -  HX2014
 HX2014  STATE/COUNTY-  WV/FAYETTE
 HX2014  USGS QUAD   -  FAYETTEVILLE (1976)
 HX2014
 HX2014                         *CURRENT SURVEY CONTROL
 HX2014  ___________________________________________________________________
 HX2014* NAD 83(1986)-  38 03 44.     (N)    081 01 37.     (W)     SCALED    
 HX2014* NAVD 88     -       624.712  (meters)    2049.58   (feet)  ADJUSTED  
 HX2014  ___________________________________________________________________
 HX2014  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HX2014  DYNAMIC HT  -         624.219 (meters)    2047.96  (feet)  COMP
 HX2014  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 HX2014
 HX2014  VERT ORDER  -  SECOND    CLASS 0
 HX2014
 HX2014.The horizontal coordinates were scaled from a topographic map and have
 HX2014.an estimated accuracy of +/- 6 seconds.
 HX2014
 HX2014.The orthometric height was determined by differential leveling
 HX2014.and adjusted by the National Geodetic Survey in June 1991..
 HX2014
 HX2014.The geoid height was determined by GEOID03.
 HX2014
 HX2014.The dynamic height is computed by dividing the NAVD 88
 HX2014.geopotential number by the normal gravity value computed on the
 HX2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2014.degrees latitude (g = 980.6199 gals.).
 HX2014
 HX2014.The modeled gravity was interpolated from observed gravity values.
 HX2014
 HX2014;                    North         East    Units  Estimated Accuracy
 HX2014;SPC WV S     -   117,890.      597,640.      MT  (+/- 180 meters Scaled)
 HX2014
 HX2014                          SUPERSEDED SURVEY CONTROL
 HX2014
 HX2014  NGVD 29 (??/??/92)  624.878  (m)         2050.12   (f) ADJ UNCH    2 0
 HX2014
 HX2014.Superseded values are not recommended for survey control.
 HX2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2014.See file dsdata.txt to determine how the superseded data were derived.
 HX2014
 HX2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC976127(NAD 83)
 HX2014_MARKER: DB = BENCH MARK DISK
 HX2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2014_STAMPING: Y 222 1961
 HX2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2014+STABILITY: SURFACE MOTION
 HX2014
 HX2014  HISTORY     - Date     Condition        Report By
 HX2014  HISTORY     - 1961     MONUMENTED       CGS
 HX2014  HISTORY     - 1980     GOOD             LOCSUR
 HX2014
 HX2014                          STATION DESCRIPTION
 HX2014
 HX2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2014'AT EDMOND.
 HX2014'AT EDMOND, NEAR THE NORTHEAST CORNER OF THE EDMOND GRADE SCHOOL
 HX2014'YARD, NEAR THE JUNCTION OF A BLACK TOP ROAD LEADING NORTH,
 HX2014'22 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 57
 HX2014'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND
 HX2014'THE BLACK TOP ROAD LEADING NORTH, 91 FEET NORTH OF THE NORTHEAST
 HX2014'CORNER OF THE SCHOOL BUILDING, 50.6 FEET NORTH-NORTHWEST OF THE
 HX2014'NORTHEAST CORNER OF THE CONCRETE CASING OF THE SCHOOL WELL PUMP,
 HX2014'44 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK LEADING
 HX2014'FROM THE HIGHWAY TO THE MAIN (NORTH) ENTRANCE TO THE SCHOOL,
 HX2014'10 FEET WEST OF A POWER LINE POLE, 3 FEET ABOVE THE LEVEL OF
 HX2014'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX2014'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 HX2014
 HX2014                          STATION RECOVERY (1980)
 HX2014
 HX2014'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HX2014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1437 ***********************************************************************
 HX1437  DESIGNATION -  Y 223
 HX1437  PID         -  HX1437
 HX1437  STATE/COUNTY-  WV/FAYETTE
 HX1437  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1437
 HX1437                         *CURRENT SURVEY CONTROL
 HX1437  ___________________________________________________________________
 HX1437* NAD 83(1986)-  38 11 11.     (N)    080 56 59.     (W)     SCALED    
 HX1437* NAVD 88     -       413.767  (meters)    1357.50   (feet)  ADJUSTED  
 HX1437  ___________________________________________________________________
 HX1437  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HX1437  DYNAMIC HT  -         413.453 (meters)    1356.47  (feet)  COMP
 HX1437  MODELED GRAV-     979,858.2   (mgal)                       NAVD 88
 HX1437
 HX1437  VERT ORDER  -  SECOND    CLASS 0
 HX1437
 HX1437.The horizontal coordinates were scaled from a topographic map and have
 HX1437.an estimated accuracy of +/- 6 seconds.
 HX1437
 HX1437.The orthometric height was determined by differential leveling
 HX1437.and adjusted by the National Geodetic Survey in June 1991..
 HX1437
 HX1437.The geoid height was determined by GEOID03.
 HX1437
 HX1437.The dynamic height is computed by dividing the NAVD 88
 HX1437.geopotential number by the normal gravity value computed on the
 HX1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1437.degrees latitude (g = 980.6199 gals.).
 HX1437
 HX1437.The modeled gravity was interpolated from observed gravity values.
 HX1437
 HX1437;                    North         East    Units  Estimated Accuracy
 HX1437;SPC WV S     -   131,680.      604,400.      MT  (+/- 180 meters Scaled)
 HX1437
 HX1437                          SUPERSEDED SURVEY CONTROL
 HX1437
 HX1437  NGVD 29 (??/??/92)  413.937  (m)         1358.06   (f) ADJ UNCH    2 0
 HX1437
 HX1437.Superseded values are not recommended for survey control.
 HX1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1437.See file dsdata.txt to determine how the superseded data were derived.
 HX1437
 HX1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC044264(NAD 83)
 HX1437_MARKER: DB = BENCH MARK DISK
 HX1437_SETTING: 66 = SET IN ROCK OUTCROP
 HX1437_SP_SET: ROCK CUT
 HX1437_STAMPING: Y 223 1961
 HX1437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1437+STABILITY: POSITION/ELEVATION WELL
 HX1437
 HX1437  HISTORY     - Date     Condition        Report By
 HX1437  HISTORY     - 1961     MONUMENTED       CGS
 HX1437
 HX1437                          STATION DESCRIPTION
 HX1437
 HX1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1437'10.2 MI NW FROM NALLEN.
 HX1437'ABOUT 10.25 MILES NORTHWEST ALONG THE NICHOLAS, FAYETTE AND
 HX1437'GREENBRIER RAILROAD FROM THE STATION AT NALLEN, ABOUT 0.45 MILE
 HX1437'SOUTHWEST OF MILEPOST NO. 50, ABOUT 0.30 MILE NORTHWEST OF THE
 HX1437'NORTHWEST END OF THE TUNNEL, SET VERTICALLY IN THE SOUTHEAST
 HX1437'FACE OF A LARGE ROCK CUT THAT IS ABOUT 100 YARDS LONG, AT THE
 HX1437'JUNCTION OF A DIM WOODS ROAD LEADING OVER THE MOUNTAIN, 25
 HX1437'FEET NORTHWEST OF THE NORTHWEST RAIL OF MAIN TRACK, 9 FEET
 HX1437'NORTHWEST OF THE CENTER LINE OF THE OLD ROAD, 40 FEET NORTHEAST
 HX1437'OF THE SOUTHWEST END OF THE ROCK CUT, ABOUT 6 FEET ABOVE THE
 HX1437'OLD ROAD BED, 8 FEET ABOVE RAIL AND 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1102 ***********************************************************************
 HX1102  DESIGNATION -  Y 224
 HX1102  PID         -  HX1102
 HX1102  STATE/COUNTY-  WV/NICHOLAS
 HX1102  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1102
 HX1102                         *CURRENT SURVEY CONTROL
 HX1102  ___________________________________________________________________
 HX1102* NAD 83(1986)-  38 18 04.     (N)    080 45 18.     (W)     SCALED    
 HX1102* NAVD 88     -       646.807  (meters)    2122.07   (feet)  ADJUSTED  
 HX1102  ___________________________________________________________________
 HX1102  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HX1102  DYNAMIC HT  -         646.307 (meters)    2120.43  (feet)  COMP
 HX1102  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 HX1102
 HX1102  VERT ORDER  -  SECOND    CLASS 0
 HX1102
 HX1102.The horizontal coordinates were scaled from a topographic map and have
 HX1102.an estimated accuracy of +/- 6 seconds.
 HX1102
 HX1102.The orthometric height was determined by differential leveling
 HX1102.and adjusted by the National Geodetic Survey in June 1991..
 HX1102
 HX1102.The geoid height was determined by GEOID03.
 HX1102
 HX1102.The dynamic height is computed by dividing the NAVD 88
 HX1102.geopotential number by the normal gravity value computed on the
 HX1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1102.degrees latitude (g = 980.6199 gals.).
 HX1102
 HX1102.The modeled gravity was interpolated from observed gravity values.
 HX1102
 HX1102;                    North         East    Units  Estimated Accuracy
 HX1102;SPC WV S     -   144,440.      621,430.      MT  (+/- 180 meters Scaled)
 HX1102
 HX1102                          SUPERSEDED SURVEY CONTROL
 HX1102
 HX1102  NGVD 29 (??/??/92)  646.956  (m)         2122.55   (f) ADJ UNCH    2 0
 HX1102
 HX1102.Superseded values are not recommended for survey control.
 HX1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1102.See file dsdata.txt to determine how the superseded data were derived.
 HX1102
 HX1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC214392(NAD 83)
 HX1102_MARKER: DB = BENCH MARK DISK
 HX1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1102_STAMPING: Y 224 1961
 HX1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1102+STABILITY: SURFACE MOTION
 HX1102
 HX1102  HISTORY     - Date     Condition        Report By
 HX1102  HISTORY     - 1961     MONUMENTED       CGS
 HX1102
 HX1102                          STATION DESCRIPTION
 HX1102
 HX1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1102'9.2 MI SW FROM CRAIGSVILLE.
 HX1102'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF
 HX1102'STATE HIGHWAY 20 AT CRAIGSVILLE, THENCE 7.25 MILES SOUTHWEST
 HX1102'ALONG A BLACK TOP ROAD, AT THE INSIDE OF A SHARP CURVE, AT THE
 HX1102'JUNCTION OF A NARROW WOODS ROAD LEADING WEST TO PERSINGER CREEK,
 HX1102'13 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 40 FEET
 HX1102'EAST OF THE CENTER OF THE JUNCTION OF THE ROADS, 2 FEET SOUTHWEST
 HX1102'OF TELEPHONE POLE NO. 222-4, 1.8 FEET NORTHEAST OF A METAL
 HX1102'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 HX1102'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 HX1102'GROUND.  NOTE-- THIS BENCH MARK IS 1.1 MILES EAST OF BENCH
 HX1102'MARK X 224 DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1234 ***********************************************************************
 HX1234  DESIGNATION -  Y 225
 HX1234  PID         -  HX1234
 HX1234  STATE/COUNTY-  WV/NICHOLAS
 HX1234  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1234
 HX1234                         *CURRENT SURVEY CONTROL
 HX1234  ___________________________________________________________________
 HX1234* NAD 83(1986)-  38 15 45.     (N)    080 44 08.     (W)     SCALED    
 HX1234* NAVD 88     -       631.394  (meters)    2071.50   (feet)  ADJUSTED  
 HX1234  ___________________________________________________________________
 HX1234  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HX1234  DYNAMIC HT  -         630.894 (meters)    2069.86  (feet)  COMP
 HX1234  MODELED GRAV-     979,817.8   (mgal)                       NAVD 88
 HX1234
 HX1234  VERT ORDER  -  SECOND    CLASS 0
 HX1234
 HX1234.The horizontal coordinates were scaled from a topographic map and have
 HX1234.an estimated accuracy of +/- 6 seconds.
 HX1234
 HX1234.The orthometric height was determined by differential leveling
 HX1234.and adjusted by the National Geodetic Survey in June 1991..
 HX1234
 HX1234.The geoid height was determined by GEOID03.
 HX1234
 HX1234.The dynamic height is computed by dividing the NAVD 88
 HX1234.geopotential number by the normal gravity value computed on the
 HX1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1234.degrees latitude (g = 980.6199 gals.).
 HX1234
 HX1234.The modeled gravity was interpolated from observed gravity values.
 HX1234
 HX1234;                    North         East    Units  Estimated Accuracy
 HX1234;SPC WV S     -   140,160.      623,140.      MT  (+/- 180 meters Scaled)
 HX1234
 HX1234                          SUPERSEDED SURVEY CONTROL
 HX1234
 HX1234  NGVD 29 (??/??/92)  631.540  (m)         2071.98   (f) ADJ UNCH    2 0
 HX1234
 HX1234.Superseded values are not recommended for survey control.
 HX1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1234.See file dsdata.txt to determine how the superseded data were derived.
 HX1234
 HX1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC231349(NAD 83)
 HX1234_MARKER: DB = BENCH MARK DISK
 HX1234_SETTING: 80 = SET IN A BOULDER
 HX1234_SP_SET: BOULDER
 HX1234_STAMPING: Y 225 1961
 HX1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1234+STABILITY: SURFACE MOTION
 HX1234
 HX1234  HISTORY     - Date     Condition        Report By
 HX1234  HISTORY     - 1961     MONUMENTED       CGS
 HX1234
 HX1234                          STATION DESCRIPTION
 HX1234
 HX1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1234'4.6 MI NW FROM NETTIE.
 HX1234'ABOUT 4.6 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX1234'OF STATE HIGHWAY 20 AT NETTIE, SET ON THE TOP OF A LARGE FLAT
 HX1234'BOULDER, NEAR THE JUNCTION OF A NARROW DIRT ROAD LEADING NORTHEAST
 HX1234'UP DEER CREEK, 64 1/2 FEET NORTH OF THE CENTER LINE OF THE
 HX1234'HIGHWAY, 11 FEET WEST OF THE CENTER LINE OF THE ROAD, 71 FEET
 HX1234'NORTHWEST OF THE NORTHWEST CORNER OF A 30 FOOT CONCRETE BRIDGE
 HX1234'OVER DEER CREEK, 134 FEET EAST OF THE SOUTHEAST CORNER OF THE
 HX1234'KARMAN SIMMS OFFICE BUILDING, 4.5 FEET NORTH OF THE SOUTH EDGE OF
 HX1234'THE ROCK, 3 1/2 FEET WEST OF THE EAST END OF THE ROCK AND 2 FEET
 HX1234'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1115 ***********************************************************************
 HX1115  DESIGNATION -  Y 226
 HX1115  PID         -  HX1115
 HX1115  STATE/COUNTY-  WV/NICHOLAS
 HX1115  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1115
 HX1115                         *CURRENT SURVEY CONTROL
 HX1115  ___________________________________________________________________
 HX1115* NAD 83(1986)-  38 17 47.     (N)    080 38 49.     (W)     SCALED    
 HX1115* NAVD 88     -       613.577  (meters)    2013.04   (feet)  ADJUSTED  
 HX1115  ___________________________________________________________________
 HX1115  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX1115  DYNAMIC HT  -         613.095 (meters)    2011.46  (feet)  COMP
 HX1115  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 HX1115
 HX1115  VERT ORDER  -  SECOND    CLASS 0
 HX1115
 HX1115.The horizontal coordinates were scaled from a topographic map and have
 HX1115.an estimated accuracy of +/- 6 seconds.
 HX1115
 HX1115.The orthometric height was determined by differential leveling
 HX1115.and adjusted by the National Geodetic Survey in June 1991..
 HX1115
 HX1115.The geoid height was determined by GEOID03.
 HX1115
 HX1115.The dynamic height is computed by dividing the NAVD 88
 HX1115.geopotential number by the normal gravity value computed on the
 HX1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1115.degrees latitude (g = 980.6199 gals.).
 HX1115
 HX1115.The modeled gravity was interpolated from observed gravity values.
 HX1115
 HX1115;                    North         East    Units  Estimated Accuracy
 HX1115;SPC WV S     -   143,940.      630,880.      MT  (+/- 180 meters Scaled)
 HX1115
 HX1115                          SUPERSEDED SURVEY CONTROL
 HX1115
 HX1115  NGVD 29 (??/??/92)  613.716  (m)         2013.50   (f) ADJ UNCH    2 0
 HX1115
 HX1115.Superseded values are not recommended for survey control.
 HX1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1115.See file dsdata.txt to determine how the superseded data were derived.
 HX1115
 HX1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC308387(NAD 83)
 HX1115_MARKER: DB = BENCH MARK DISK
 HX1115_SETTING: 66 = SET IN ROCK OUTCROP
 HX1115_SP_SET: ROCK CUT
 HX1115_STAMPING: Y 226 1961
 HX1115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1115+STABILITY: POSITION/ELEVATION WELL
 HX1115
 HX1115  HISTORY     - Date     Condition        Report By
 HX1115  HISTORY     - 1961     MONUMENTED       CGS
 HX1115
 HX1115                          STATION DESCRIPTION
 HX1115
 HX1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1115'2.9 MI S FROM CRAIGSVILLE.
 HX1115'ABOUT 2.9 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE JUNCTION
 HX1115'OF STATE HIGHWAY 41 AT CRAIGSVILLE, 0.85 MILE SOUTHEAST OF A
 HX1115'BLACK TOP ROAD CROSSING, ABOUT 0.55 MILE NORTHWEST OF THE
 HX1115'NORTHWEST END OF THE GAULEY RIVER BRIDGE, SET VERTICALLY IN THE
 HX1115'NORTHWEST FACE OF A SMALL ROCK CUT, 21 1/2 FEET SOUTHEAST OF THE
 HX1115'CENTER LINE OF THE HIGHWAY, 18 FEET SOUTHWEST OF THE NORTHEAST
 HX1115'END OF THE CUT, 33 FEET SOUTHWEST OF THE SOUTHWEST END OF A 24
 HX1115'INCH PIPE CULVERT UNDER THE HIGHWAY, 3 FEET ABOVE THE LEVEL
 HX1115'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1347 ***********************************************************************
 HX1347  DESIGNATION -  Y 227
 HX1347  PID         -  HX1347
 HX1347  STATE/COUNTY-  WV/NICHOLAS
 HX1347  USGS QUAD   -  NETTIE (1995)
 HX1347
 HX1347                         *CURRENT SURVEY CONTROL
 HX1347  ___________________________________________________________________
 HX1347* NAD 83(1986)-  38 08 18.     (N)    080 38 53.     (W)     SCALED    
 HX1347* NAVD 88     -       895.952  (meters)    2939.47   (feet)  ADJUSTED  
 HX1347  ___________________________________________________________________
 HX1347  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HX1347  DYNAMIC HT  -         895.216 (meters)    2937.05  (feet)  COMP
 HX1347  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 HX1347
 HX1347  VERT ORDER  -  SECOND    CLASS 0
 HX1347
 HX1347.The horizontal coordinates were scaled from a topographic map and have
 HX1347.an estimated accuracy of +/- 6 seconds.
 HX1347
 HX1347.The orthometric height was determined by differential leveling
 HX1347.and adjusted by the National Geodetic Survey in June 1991..
 HX1347
 HX1347.The geoid height was determined by GEOID03.
 HX1347
 HX1347.The dynamic height is computed by dividing the NAVD 88
 HX1347.geopotential number by the normal gravity value computed on the
 HX1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1347.degrees latitude (g = 980.6199 gals.).
 HX1347
 HX1347.The modeled gravity was interpolated from observed gravity values.
 HX1347
 HX1347;                    North         East    Units  Estimated Accuracy
 HX1347;SPC WV S     -   126,400.      630,850.      MT  (+/- 180 meters Scaled)
 HX1347
 HX1347                          SUPERSEDED SURVEY CONTROL
 HX1347
 HX1347  NGVD 29 (??/??/92)  896.092  (m)         2939.93   (f) ADJ UNCH    2 0
 HX1347
 HX1347.Superseded values are not recommended for survey control.
 HX1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1347.See file dsdata.txt to determine how the superseded data were derived.
 HX1347
 HX1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC308212(NAD 83)
 HX1347_MARKER: DB = BENCH MARK DISK
 HX1347_SETTING: 66 = SET IN ROCK OUTCROP
 HX1347_SP_SET: ROCK LEDGE
 HX1347_STAMPING: Y 227 1961
 HX1347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1347+STABILITY: POSITION/ELEVATION WELL
 HX1347
 HX1347  HISTORY     - Date     Condition        Report By
 HX1347  HISTORY     - 1961     MONUMENTED       CGS
 HX1347
 HX1347                          STATION DESCRIPTION
 HX1347
 HX1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1347'3.4 MI SE FROM LEIVASY.
 HX1347'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX1347'OFFICE AT LEIVASY, THENCE 3.1 MILES SOUTHEAST ALONG A BLACK TOP
 HX1347'AND GRADED ROAD, 0.2 MILE NORTH OF A Y JUNCTION, ON THE NORTH
 HX1347'SLOPE OF A HILL, AT THE INSIDE AND NEAR THE EAST END OF A CURVE,
 HX1347'SET ON THE TOP OF A V SHAPED LEDGE OF ROCK THAT IS 1 FOOT WIDE
 HX1347'AND IS AT THE BASE OF A CLIFF, 13 FEET SOUTH OF THE CENTER
 HX1347'LINE OF THE ROAD AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1294 ***********************************************************************
 HX1294  DESIGNATION -  Y 228
 HX1294  PID         -  HX1294
 HX1294  STATE/COUNTY-  WV/NICHOLAS
 HX1294  USGS QUAD   -  NETTIE (1995)
 HX1294
 HX1294                         *CURRENT SURVEY CONTROL
 HX1294  ___________________________________________________________________
 HX1294* NAD 83(1986)-  38 10 00.     (N)    080 41 21.     (W)     SCALED    
 HX1294* NAVD 88     -       711.265  (meters)    2333.54   (feet)  ADJUSTED  
 HX1294  ___________________________________________________________________
 HX1294  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HX1294  DYNAMIC HT  -         710.692 (meters)    2331.66  (feet)  COMP
 HX1294  MODELED GRAV-     979,799.1   (mgal)                       NAVD 88
 HX1294
 HX1294  VERT ORDER  -  SECOND    CLASS 0
 HX1294
 HX1294.The horizontal coordinates were scaled from a topographic map and have
 HX1294.an estimated accuracy of +/- 6 seconds.
 HX1294
 HX1294.The orthometric height was determined by differential leveling
 HX1294.and adjusted by the National Geodetic Survey in June 1991..
 HX1294
 HX1294.The geoid height was determined by GEOID03.
 HX1294
 HX1294.The dynamic height is computed by dividing the NAVD 88
 HX1294.geopotential number by the normal gravity value computed on the
 HX1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1294.degrees latitude (g = 980.6199 gals.).
 HX1294
 HX1294.The modeled gravity was interpolated from observed gravity values.
 HX1294
 HX1294;                    North         East    Units  Estimated Accuracy
 HX1294;SPC WV S     -   129,530.      627,240.      MT  (+/- 180 meters Scaled)
 HX1294
 HX1294                          SUPERSEDED SURVEY CONTROL
 HX1294
 HX1294  NGVD 29 (??/??/92)  711.405  (m)         2334.00   (f) ADJ UNCH    2 0
 HX1294
 HX1294.Superseded values are not recommended for survey control.
 HX1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1294.See file dsdata.txt to determine how the superseded data were derived.
 HX1294
 HX1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC272243(NAD 83)
 HX1294_MARKER: DB = BENCH MARK DISK
 HX1294_SETTING: 66 = SET IN ROCK OUTCROP
 HX1294_SP_SET: ROCK LEDGE
 HX1294_STAMPING: Y 228 1961
 HX1294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1294+STABILITY: POSITION/ELEVATION WELL
 HX1294
 HX1294  HISTORY     - Date     Condition        Report By
 HX1294  HISTORY     - 1961     MONUMENTED       CGS
 HX1294
 HX1294                          STATION DESCRIPTION
 HX1294
 HX1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1294'0.4 MI N FROM LEIVASY.
 HX1294'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX1294'OFFICE AT LEIVASY, 80 YARDS NORTHEAST OF THE INTERSECTION OF
 HX1294'A BLACK TOP ROAD (COUNTY ROAD NO. 44/2, AT THE OUTSIDE OF A CURVE,
 HX1294'SET ON THE TOP OF A ROCK LEDGE THAT IS 20 FEET LONG-2 FEET HIGH
 HX1294'AND IS AT THE SOUTH END OF A LONG CUT, 26 FEET EAST OF THE CENTER
 HX1294'LINE OF THE HIGHWAY, 4 FEET NORTH OF THE SOUTH EDGE OF THE
 HX1294'LEDGE AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1281 ***********************************************************************
 HX1281  DESIGNATION -  Y 229
 HX1281  PID         -  HX1281
 HX1281  STATE/COUNTY-  WV/GREENBRIER
 HX1281  USGS QUAD   -  QUINWOOD (1995)
 HX1281
 HX1281                         *CURRENT SURVEY CONTROL
 HX1281  ___________________________________________________________________
 HX1281* NAD 83(1986)-  38 03 26.     (N)    080 42 26.     (W)     SCALED    
 HX1281* NAVD 88     -       918.273  (meters)    3012.70   (feet)  ADJUSTED  
 HX1281  ___________________________________________________________________
 HX1281  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX1281  DYNAMIC HT  -         917.495 (meters)    3010.15  (feet)  COMP
 HX1281  MODELED GRAV-     979,750.5   (mgal)                       NAVD 88
 HX1281
 HX1281  VERT ORDER  -  SECOND    CLASS 0
 HX1281
 HX1281.The horizontal coordinates were scaled from a topographic map and have
 HX1281.an estimated accuracy of +/- 6 seconds.
 HX1281
 HX1281.The orthometric height was determined by differential leveling
 HX1281.and adjusted by the National Geodetic Survey in June 1991..
 HX1281
 HX1281.The geoid height was determined by GEOID03.
 HX1281
 HX1281.The dynamic height is computed by dividing the NAVD 88
 HX1281.geopotential number by the normal gravity value computed on the
 HX1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1281.degrees latitude (g = 980.6199 gals.).
 HX1281
 HX1281.The modeled gravity was interpolated from observed gravity values.
 HX1281
 HX1281;                    North         East    Units  Estimated Accuracy
 HX1281;SPC WV S     -   117,380.      625,690.      MT  (+/- 180 meters Scaled)
 HX1281
 HX1281                          SUPERSEDED SURVEY CONTROL
 HX1281
 HX1281  NGVD 29 (??/??/92)  918.395  (m)         3013.10   (f) ADJ UNCH    2 0
 HX1281
 HX1281.Superseded values are not recommended for survey control.
 HX1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1281.See file dsdata.txt to determine how the superseded data were derived.
 HX1281
 HX1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC256122(NAD 83)
 HX1281_MARKER: DB = BENCH MARK DISK
 HX1281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1281_SP_SET: CATCH BASIN
 HX1281_STAMPING: Y 229 1961
 HX1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1281
 HX1281  HISTORY     - Date     Condition        Report By
 HX1281  HISTORY     - 1961     MONUMENTED       CGS
 HX1281
 HX1281                          STATION DESCRIPTION
 HX1281
 HX1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1281'AT QUINWOOD.
 HX1281'AT QUINWOOD, AT THE INTERSECTION OF STATE HIGHWAY 20 AND MAIN
 HX1281'STREET, (RUSSELLVILLE ROAD TO THE RIGHT AND MAIN STREET TO THE
 HX1281'EAST), SET ON THE TOP OF THE NORTHWEST CORNER OF A 4-BY-4 FOOT
 HX1281'CONCRETE CATCH BASIN THAT IS 4 FEET DEEP, 10 FEET WEST OF THE
 HX1281'CENTER OF THE INTERSECTION OF THE HIGHWAY AND STREET, 22 FEET
 HX1281'SOUTHWEST OF THE SOUTHWEST CORNER OF AN ESSO SERVICE STATION,
 HX1281'14 FEET NORTH OF THE CENTER LINE OF RUSSELVILLE ROAD, 1/2 FOOT
 HX1281'EAST OF THE NORTHWEST CORNER OF THE CATCH BASIN AND 6 FEET BELOW
 HX1281'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0451 ***********************************************************************
 JX0451  DESIGNATION -  Y 23
 JX0451  PID         -  JX0451
 JX0451  STATE/COUNTY-  WV/WETZEL
 JX0451  USGS QUAD   -  PORTERS FALLS (1976)
 JX0451
 JX0451                         *CURRENT SURVEY CONTROL
 JX0451  ___________________________________________________________________
 JX0451* NAD 83(1986)-  39 34 36.     (N)    080 46 27.     (W)     SCALED    
 JX0451* NAVD 88     -       206.336  (meters)     676.95   (feet)  ADJUSTED  
 JX0451  ___________________________________________________________________
 JX0451  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JX0451  DYNAMIC HT  -         206.215 (meters)     676.56  (feet)  COMP
 JX0451  MODELED GRAV-     980,039.1   (mgal)                       NAVD 88
 JX0451
 JX0451  VERT ORDER  -  SECOND    CLASS 0
 JX0451
 JX0451.The horizontal coordinates were scaled from a topographic map and have
 JX0451.an estimated accuracy of +/- 6 seconds.
 JX0451
 JX0451.The orthometric height was determined by differential leveling
 JX0451.and adjusted by the National Geodetic Survey in June 1991..
 JX0451
 JX0451.The geoid height was determined by GEOID03.
 JX0451
 JX0451.The dynamic height is computed by dividing the NAVD 88
 JX0451.geopotential number by the normal gravity value computed on the
 JX0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0451.degrees latitude (g = 980.6199 gals.).
 JX0451
 JX0451.The modeled gravity was interpolated from observed gravity values.
 JX0451
 JX0451;                    North         East    Units  Estimated Accuracy
 JX0451;SPC WV N     -   120,310.      490,540.      MT  (+/- 180 meters Scaled)
 JX0451
 JX0451                          SUPERSEDED SURVEY CONTROL
 JX0451
 JX0451  NGVD 29 (??/??/92)  206.496  (m)          677.48   (f) ADJ UNCH    2 0
 JX0451
 JX0451.Superseded values are not recommended for survey control.
 JX0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0451.See file dsdata.txt to determine how the superseded data were derived.
 JX0451
 JX0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND193807(NAD 83)
 JX0451_MARKER: DB = BENCH MARK DISK
 JX0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0451_STAMPING: Y 23 1935
 JX0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0451+STABILITY: SURFACE MOTION
 JX0451
 JX0451  HISTORY     - Date     Condition        Report By
 JX0451  HISTORY     - 1935     MONUMENTED       CGS
 JX0451  HISTORY     - 1957     GOOD             NGS
 JX0451
 JX0451                          STATION DESCRIPTION
 JX0451
 JX0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0451'AT PORTERS FALLS.
 JX0451'AT PORTERS FALLS, ABOUT 0.1 MILE EAST ALONG THE BALTIMORE AND
 JX0451'OHIO RAILROAD FROM THE BRIDGE OVER FISHING CREEK, AT THE UNION
 JX0451'OIL AND GAS REFINERY, 20 FEET NORTH OF NORTH RAIL OF MAIN TRACK,
 JX0451'66 1/2 FEET NORTHEAST AND ACROSS TRACK FROM MILE POST B 11,
 JX0451'46 1/2 FEET SOUTH OF A STEEL FENCE AROUND OIL REFINERY, 6 1/2 FEET
 JX0451'NORTH OF NORTH RAIL OF A SIDE TRACK, ABOUT 2 FEET BELOW LEVEL
 JX0451'OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 JX0451'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0982 ***********************************************************************
 HX0982  DESIGNATION -  Y 230
 HX0982  PID         -  HX0982
 HX0982  STATE/COUNTY-  WV/GREENBRIER
 HX0982  USGS QUAD   -  TROUT (1995)
 HX0982
 HX0982                         *CURRENT SURVEY CONTROL
 HX0982  ___________________________________________________________________
 HX0982* NAD 83(1986)-  38 00 15.     (N)    080 27 49.     (W)     SCALED    
 HX0982* NAVD 88     -       673.080  (meters)    2208.26   (feet)  ADJUSTED  
 HX0982  ___________________________________________________________________
 HX0982  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX0982  DYNAMIC HT  -         672.528 (meters)    2206.45  (feet)  COMP
 HX0982  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 HX0982
 HX0982  VERT ORDER  -  SECOND    CLASS 0
 HX0982
 HX0982.The horizontal coordinates were scaled from a topographic map and have
 HX0982.an estimated accuracy of +/- 6 seconds.
 HX0982
 HX0982.The orthometric height was determined by differential leveling
 HX0982.and adjusted by the National Geodetic Survey in June 1991..
 HX0982
 HX0982.The geoid height was determined by GEOID03.
 HX0982
 HX0982.The dynamic height is computed by dividing the NAVD 88
 HX0982.geopotential number by the normal gravity value computed on the
 HX0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0982.degrees latitude (g = 980.6199 gals.).
 HX0982
 HX0982.The modeled gravity was interpolated from observed gravity values.
 HX0982
 HX0982;                    North         East    Units  Estimated Accuracy
 HX0982;SPC WV S     -   111,590.      647,110.      MT  (+/- 180 meters Scaled)
 HX0982
 HX0982                          SUPERSEDED SURVEY CONTROL
 HX0982
 HX0982  NGVD 29 (??/??/92)  673.223  (m)         2208.73   (f) ADJ UNCH    2 0
 HX0982
 HX0982.Superseded values are not recommended for survey control.
 HX0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0982.See file dsdata.txt to determine how the superseded data were derived.
 HX0982
 HX0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC470064(NAD 83)
 HX0982_MARKER: DB = BENCH MARK DISK
 HX0982_SETTING: 66 = SET IN ROCK OUTCROP
 HX0982_SP_SET: ROCK LEDGE
 HX0982_STAMPING: Y 230 1961
 HX0982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0982+STABILITY: POSITION/ELEVATION WELL
 HX0982
 HX0982  HISTORY     - Date     Condition        Report By
 HX0982  HISTORY     - 1961     MONUMENTED       CGS
 HX0982
 HX0982                          STATION DESCRIPTION
 HX0982
 HX0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX0982'3.2 MI N FROM WILLIAMSBURG.
 HX0982'3.15 MILES NORTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 HX0982'WILLIAMSBURG, 0.2 MILE SOUTHWEST OF A BLACK TOP ROAD
 HX0982'INTERSECTION, SET ON THE TOP OF A SLOPING ROCK LEDGE, (LEDGE IS
 HX0982'ABOUT 10 FEET LONG AND 2 FEET WIDE), 12 FEET NORTHWEST OF THE
 HX0982'CENTER LINE OF THE ROAD, 10 FEET SOUTH OF TELEPHONE POLE NO.
 HX0982'326, 3 FEET NORTH OF THE SOUTH END OF THE ROCK, 1 1/2 FEET WEST
 HX0982'OF THE EAST EDGE OF THE ROCK AND ABOUT LEVEL WITH THE ROAD.
 HX0982'NOTE-- THIS MARK MAY BE REACHED BY GOING 2.3 MILES SOUTHWEST
 HX0982'ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT FRIARS HILL.
 HX0982'ALSO ABOUT 0.8 MILE SOUTH ALONG BLACK TOP ROAD FROM THE POST
 HX0982'OFFICE AT TROUT, THENCE 0.2 MILE SOUTHWEST ALONG A BLACK TOP
 HX0982'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0152 ***********************************************************************
 GX0152  DESIGNATION -  Y 231
 GX0152  PID         -  GX0152
 GX0152  STATE/COUNTY-  WV/GREENBRIER
 GX0152  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0152
 GX0152                         *CURRENT SURVEY CONTROL
 GX0152  ___________________________________________________________________
 GX0152* NAD 83(1986)-  37 58 07.     (N)    080 27 40.     (W)     SCALED    
 GX0152* NAVD 88     -       676.309  (meters)    2218.86   (feet)  ADJUSTED  
 GX0152  ___________________________________________________________________
 GX0152  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GX0152  DYNAMIC HT  -         675.755 (meters)    2217.04  (feet)  COMP
 GX0152  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 GX0152
 GX0152  VERT ORDER  -  SECOND    CLASS 0
 GX0152
 GX0152.The horizontal coordinates were scaled from a topographic map and have
 GX0152.an estimated accuracy of +/- 6 seconds.
 GX0152
 GX0152.The orthometric height was determined by differential leveling
 GX0152.and adjusted by the National Geodetic Survey in June 1991..
 GX0152
 GX0152.The geoid height was determined by GEOID03.
 GX0152
 GX0152.The dynamic height is computed by dividing the NAVD 88
 GX0152.geopotential number by the normal gravity value computed on the
 GX0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0152.degrees latitude (g = 980.6199 gals.).
 GX0152
 GX0152.The modeled gravity was interpolated from observed gravity values.
 GX0152
 GX0152;                    North         East    Units  Estimated Accuracy
 GX0152;SPC WV S     -   107,640.      647,350.      MT  (+/- 180 meters Scaled)
 GX0152
 GX0152                          SUPERSEDED SURVEY CONTROL
 GX0152
 GX0152  NGVD 29 (??/??/92)  676.463  (m)         2219.36   (f) ADJ UNCH    2 0
 GX0152
 GX0152.Superseded values are not recommended for survey control.
 GX0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0152.See file dsdata.txt to determine how the superseded data were derived.
 GX0152
 GX0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC473024(NAD 83)
 GX0152_MARKER: DB = BENCH MARK DISK
 GX0152_SETTING: 66 = SET IN ROCK OUTCROP
 GX0152_SP_SET: ROCK
 GX0152_STAMPING: Y 231 1961
 GX0152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0152+STABILITY: POSITION/ELEVATION WELL
 GX0152
 GX0152  HISTORY     - Date     Condition        Report By
 GX0152  HISTORY     - 1961     MONUMENTED       CGS
 GX0152  HISTORY     - 1983     GOOD             NGS
 GX0152
 GX0152                          STATION DESCRIPTION
 GX0152
 GX0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0152'2.2 MI SE FROM WILLIAMSBURG.
 GX0152'ABOUT 2.15 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM A T ROAD
 GX0152'JUNCTION AT WILLIAMSBURG, 0.1 MILE NORTHWEST OF A T ROAD JUNCTION,
 GX0152'AT THE INSIDE OF A CURVE, SET ON THE TOP OF THE SOUTHWEST END OF
 GX0152'A ROCK THAT IS 3 FEET WIDE AND 2 FEET HIGH, ABOUT 0.55 MILE
 GX0152'SOUTHEAST OF A 70 FOOT BRIDGE OVER CULVERSON CREEK, 15 FEET
 GX0152'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF THE
 GX0152'SOUTHWEST END OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
 GX0152
 GX0152                          STATION RECOVERY (1983)
 GX0152
 GX0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0963 ***********************************************************************
 GX0963  DESIGNATION -  Y 232
 GX0963  PID         -  GX0963
 GX0963  STATE/COUNTY-  WV/GREENBRIER
 GX0963  USGS QUAD   -  CORNSTALK (1981)
 GX0963
 GX0963                         *CURRENT SURVEY CONTROL
 GX0963  ___________________________________________________________________
 GX0963* NAD 83(1986)-  37 56 18.     (N)    080 37 22.     (W)     SCALED    
 GX0963* NAVD 88     -       743.087  (meters)    2437.94   (feet)  ADJUSTED  
 GX0963  ___________________________________________________________________
 GX0963  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX0963  DYNAMIC HT  -         742.464 (meters)    2435.90  (feet)  COMP
 GX0963  MODELED GRAV-     979,767.0   (mgal)                       NAVD 88
 GX0963
 GX0963  VERT ORDER  -  SECOND    CLASS 0
 GX0963
 GX0963.The horizontal coordinates were scaled from a topographic map and have
 GX0963.an estimated accuracy of +/- 6 seconds.
 GX0963
 GX0963.The orthometric height was determined by differential leveling
 GX0963.and adjusted by the National Geodetic Survey in June 1991..
 GX0963
 GX0963.The geoid height was determined by GEOID03.
 GX0963
 GX0963.The dynamic height is computed by dividing the NAVD 88
 GX0963.geopotential number by the normal gravity value computed on the
 GX0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0963.degrees latitude (g = 980.6199 gals.).
 GX0963
 GX0963.The modeled gravity was interpolated from observed gravity values.
 GX0963
 GX0963;                    North         East    Units  Estimated Accuracy
 GX0963;SPC WV S     -   104,210.      633,160.      MT  (+/- 180 meters Scaled)
 GX0963
 GX0963                          SUPERSEDED SURVEY CONTROL
 GX0963
 GX0963  NGVD 29 (??/??/92)  743.229  (m)         2438.41   (f) ADJ UNCH    2 0
 GX0963
 GX0963.Superseded values are not recommended for survey control.
 GX0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0963.See file dsdata.txt to determine how the superseded data were derived.
 GX0963
 GX0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB331990(NAD 83)
 GX0963_MARKER: DB = BENCH MARK DISK
 GX0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0963_STAMPING: Y 232 1961
 GX0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0963+STABILITY: SURFACE MOTION
 GX0963
 GX0963  HISTORY     - Date     Condition        Report By
 GX0963  HISTORY     - 1961     MONUMENTED       CGS
 GX0963
 GX0963                          STATION DESCRIPTION
 GX0963
 GX0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0963'1 MI W FROM KIEFFER.
 GX0963'ABOUT 0.95 MILE WEST ALONG KIEFFER ROAD FROM THE BEAVER CREEK
 GX0963'BAPTIST CHURCH AT KIEFFER, 30 YARDS NORTHWEST OF THE JUNCTION OF A
 GX0963'DRIVE LEADING NORTHEAST TO A CONCRETE BLOCK HOUSE, AT THE OUTSIDE
 GX0963'OF A CURVE, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 GX0963'3 1/2 FEET SOUTH OF A TELEPHONE LINE BRACE POLE, 2 FEET NORTHEAST
 GX0963'OF A FENCE LINE, 1.8 FEET WEST OF A STEEL WITNESS POST, ABOUT
 GX0963'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GX0963'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1086 ***********************************************************************
 HX1086  DESIGNATION -  Y 233
 HX1086  PID         -  HX1086
 HX1086  STATE/COUNTY-  WV/NICHOLAS
 HX1086  USGS QUAD   -  GILBOA (1976)
 HX1086
 HX1086                         *CURRENT SURVEY CONTROL
 HX1086  ___________________________________________________________________
 HX1086* NAD 83(1986)-  38 18 10.     (N)    080 55 40.     (W)     SCALED    
 HX1086* NAVD 88     -       415.333  (meters)    1362.64   (feet)  ADJUSTED  
 HX1086  ___________________________________________________________________
 HX1086  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HX1086  DYNAMIC HT  -         415.030 (meters)    1361.64  (feet)  COMP
 HX1086  MODELED GRAV-     979,886.0   (mgal)                       NAVD 88
 HX1086
 HX1086  VERT ORDER  -  SECOND    CLASS 0
 HX1086
 HX1086.The horizontal coordinates were scaled from a topographic map and have
 HX1086.an estimated accuracy of +/- 6 seconds.
 HX1086
 HX1086.The orthometric height was determined by differential leveling
 HX1086.and adjusted by the National Geodetic Survey in June 1991..
 HX1086
 HX1086.The geoid height was determined by GEOID03.
 HX1086
 HX1086.The dynamic height is computed by dividing the NAVD 88
 HX1086.geopotential number by the normal gravity value computed on the
 HX1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1086.degrees latitude (g = 980.6199 gals.).
 HX1086
 HX1086.The modeled gravity was interpolated from observed gravity values.
 HX1086
 HX1086;                    North         East    Units  Estimated Accuracy
 HX1086;SPC WV S     -   144,600.      606,320.      MT  (+/- 180 meters Scaled)
 HX1086
 HX1086                          SUPERSEDED SURVEY CONTROL
 HX1086
 HX1086  NGVD 29 (??/??/92)  415.502  (m)         1363.19   (f) ADJ UNCH    2 0
 HX1086
 HX1086.Superseded values are not recommended for survey control.
 HX1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1086.See file dsdata.txt to determine how the superseded data were derived.
 HX1086
 HX1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC063394(NAD 83)
 HX1086_MARKER: DB = BENCH MARK DISK
 HX1086_SETTING: 66 = SET IN ROCK OUTCROP
 HX1086_SP_SET: ROCK CUT
 HX1086_STAMPING: Y 233 1961
 HX1086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1086+STABILITY: POSITION/ELEVATION WELL
 HX1086
 HX1086  HISTORY     - Date     Condition        Report By
 HX1086  HISTORY     - 1961     MONUMENTED       CGS
 HX1086
 HX1086                          STATION DESCRIPTION
 HX1086
 HX1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1086'0.4 MI E FROM GILBOA.
 HX1086'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1086'OFFICE AT GILBOA, ON THE WEST SLOPE OF A LONG HILL, SET
 HX1086'VERTICALLY IN THE SOUTH FACE OF A LONG ROCK CUT, 18 FEET NORTH
 HX1086'OF THE CENTER LINE OF THE HIGHWAY, 195 FEET EAST OF THE WEST
 HX1086'END OF THE ROCK PART OF THE CUT, 3 FEET ABOVE THE LEVEL OF
 HX1086'THE GROUND AND THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1825 ***********************************************************************
 HX1825  DESIGNATION -  Y 234
 HX1825  PID         -  HX1825
 HX1825  STATE/COUNTY-  WV/NICHOLAS
 HX1825  USGS QUAD   -  LOCKWOOD (1976)
 HX1825
 HX1825                         *CURRENT SURVEY CONTROL
 HX1825  ___________________________________________________________________
 HX1825* NAD 83(1986)-  38 15 59.     (N)    081 04 34.     (W)     SCALED    
 HX1825* NAVD 88     -       403.445  (meters)    1323.64   (feet)  ADJUSTED  
 HX1825  ___________________________________________________________________
 HX1825  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HX1825  DYNAMIC HT  -         403.151 (meters)    1322.67  (feet)  COMP
 HX1825  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 HX1825
 HX1825  VERT ORDER  -  SECOND    CLASS 0
 HX1825
 HX1825.The horizontal coordinates were scaled from a topographic map and have
 HX1825.an estimated accuracy of +/- 6 seconds.
 HX1825
 HX1825.The orthometric height was determined by differential leveling
 HX1825.and adjusted by the National Geodetic Survey in June 1991..
 HX1825
 HX1825.The geoid height was determined by GEOID03.
 HX1825
 HX1825.The dynamic height is computed by dividing the NAVD 88
 HX1825.geopotential number by the normal gravity value computed on the
 HX1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1825.degrees latitude (g = 980.6199 gals.).
 HX1825
 HX1825.The modeled gravity was interpolated from observed gravity values.
 HX1825
 HX1825;                    North         East    Units  Estimated Accuracy
 HX1825;SPC WV S     -   140,560.      593,340.      MT  (+/- 180 meters Scaled)
 HX1825
 HX1825                          SUPERSEDED SURVEY CONTROL
 HX1825
 HX1825  NGVD 29 (??/??/92)  403.628  (m)         1324.24   (f) ADJ UNCH    2 0
 HX1825
 HX1825.Superseded values are not recommended for survey control.
 HX1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1825.See file dsdata.txt to determine how the superseded data were derived.
 HX1825
 HX1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC933353(NAD 83)
 HX1825_MARKER: DB = BENCH MARK DISK
 HX1825_SETTING: 80 = SET IN A BOULDER
 HX1825_SP_SET: BOULDER
 HX1825_STAMPING: Y 234 1961
 HX1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1825+STABILITY: SURFACE MOTION
 HX1825
 HX1825  HISTORY     - Date     Condition        Report By
 HX1825  HISTORY     - 1961     MONUMENTED       CGS
 HX1825
 HX1825                          STATION DESCRIPTION
 HX1825
 HX1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1825'3 MI W FROM LOCKWOOD.
 HX1825'ABOUT 3.0 MILES WEST ALONG STATE HIGHWAY 39 FROM THE FAIRVIEW
 HX1825'BAPTIST CHURCH AT LOCKWOOD, ON THE SOUTHEAST SLOPE OF A MOUNTAIN,
 HX1825'27 YARDS SOUTHEAST OF A 36-INCH PIPE CULVERT IN A RAVINE, SET
 HX1825'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK THAT IS 10 FEET LONG
 HX1825'AND 4 FEET HIGH, NEAR THE NORTHWEST END OF A LONG CUT, 21 FEET
 HX1825'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF
 HX1825'THE NORTHWEST END OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE
 HX1825'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1502 ***********************************************************************
 GX1502  DESIGNATION -  Y 235
 GX1502  PID         -  GX1502
 GX1502  STATE/COUNTY-  WV/MERCER
 GX1502  USGS QUAD   -  BLUEFIELD (1979)
 GX1502
 GX1502                         *CURRENT SURVEY CONTROL
 GX1502  ___________________________________________________________________
 GX1502* NAD 83(1986)-  37 16 42.     (N)    081 08 30.     (W)     SCALED    
 GX1502* NAVD 88     -       776.409  (meters)    2547.27   (feet)  ADJUSTED  
 GX1502  ___________________________________________________________________
 GX1502  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GX1502  DYNAMIC HT  -         775.724 (meters)    2545.02  (feet)  COMP
 GX1502  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 GX1502
 GX1502  VERT ORDER  -  FIRST     CLASS II
 GX1502
 GX1502.The horizontal coordinates were scaled from a topographic map and have
 GX1502.an estimated accuracy of +/- 6 seconds.
 GX1502
 GX1502.The orthometric height was determined by differential leveling
 GX1502.and adjusted by the National Geodetic Survey in June 1991..
 GX1502
 GX1502.The geoid height was determined by GEOID03.
 GX1502
 GX1502.The dynamic height is computed by dividing the NAVD 88
 GX1502.geopotential number by the normal gravity value computed on the
 GX1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1502.degrees latitude (g = 980.6199 gals.).
 GX1502
 GX1502.The modeled gravity was interpolated from observed gravity values.
 GX1502
 GX1502;                    North         East    Units  Estimated Accuracy
 GX1502;SPC WV S     -    30,900.      587,440.      MT  (+/- 180 meters Scaled)
 GX1502
 GX1502                          SUPERSEDED SURVEY CONTROL
 GX1502
 GX1502  NGVD 29 (??/??/92)  776.500  (m)         2547.57   (f) ADJ UNCH    1 2
 GX1502
 GX1502.Superseded values are not recommended for survey control.
 GX1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1502.See file dsdata.txt to determine how the superseded data were derived.
 GX1502
 GX1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB874257(NAD 83)
 GX1502_MARKER: DB = BENCH MARK DISK
 GX1502_SETTING: 80 = SET IN A BOULDER
 GX1502_STAMPING: Y 235 1963
 GX1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1502+STABILITY: SURFACE MOTION
 GX1502
 GX1502  HISTORY     - Date     Condition        Report By
 GX1502  HISTORY     - 1963     MONUMENTED       CGS
 GX1502
 GX1502                          STATION DESCRIPTION
 GX1502
 GX1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1502'5.6 MI SE FROM BLUEFIELD.
 GX1502'ABOUT 1.45 MILES SOUTH ALONG U.S. HIGHWAYS 21 AND 52 FROM THE
 GX1502'POST OFFICE IN BLUEFIELD, THEN TURN EAST ALONG U.S. 21 BY-PASS
 GX1502'FOR 1.0 MILE TO THE JUNCTION OF A BLACK TOP ROAD, CONTINUE EAST
 GX1502'ON THE BLACK TOP ROAD FOR 3.15 MILES.  THE MARK IS SET IN THE TOP
 GX1502'OF A LARGE BOULDER 2 FEET BY 5 FEET PROJECTING 2 FEET ABOVE THE
 GX1502'GROUND, IN THE NORTHWEST CORNER OF THE YARD OF O.J. HARTWELL, 74
 GX1502'FEET SOUTH OF THE CENTER OF THE BLACK TOP ROAD, 97 FEET NORTHWEST
 GX1502'OF THE NORTHWEST CORNER OF A TWO STORY WHITE FRAME HOUSE, 81 FEET
 GX1502'EAST OF A FENCE LINE AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1356 ***********************************************************************
 HX1356  DESIGNATION -  Y 235
 HX1356  PID         -  HX1356
 HX1356  STATE/COUNTY-  WV/NICHOLAS
 HX1356  USGS QUAD   -  NETTIE (1995)
 HX1356
 HX1356                         *CURRENT SURVEY CONTROL
 HX1356  ___________________________________________________________________
 HX1356* NAD 83(1986)-  38 08 36.     (N)    080 44 58.     (W)     SCALED    
 HX1356* NAVD 88     -       876.350  (meters)    2875.16   (feet)  ADJUSTED  
 HX1356  ___________________________________________________________________
 HX1356  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HX1356  DYNAMIC HT  -         875.650 (meters)    2872.86  (feet)  COMP
 HX1356  MODELED GRAV-     979,799.1   (mgal)                       NAVD 88
 HX1356
 HX1356  VERT ORDER  -  SECOND    CLASS 0
 HX1356
 HX1356.The horizontal coordinates were scaled from a topographic map and have
 HX1356.an estimated accuracy of +/- 6 seconds.
 HX1356
 HX1356.The orthometric height was determined by differential leveling
 HX1356.and adjusted by the National Geodetic Survey in June 1991..
 HX1356
 HX1356.The geoid height was determined by GEOID03.
 HX1356
 HX1356.The dynamic height is computed by dividing the NAVD 88
 HX1356.geopotential number by the normal gravity value computed on the
 HX1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1356.degrees latitude (g = 980.6199 gals.).
 HX1356
 HX1356.The modeled gravity was interpolated from observed gravity values.
 HX1356
 HX1356;                    North         East    Units  Estimated Accuracy
 HX1356;SPC WV S     -   126,930.      621,960.      MT  (+/- 180 meters Scaled)
 HX1356
 HX1356                          SUPERSEDED SURVEY CONTROL
 HX1356
 HX1356  NGVD 29 (??/??/92)  876.505  (m)         2875.67   (f) ADJ UNCH    2 0
 HX1356
 HX1356.Superseded values are not recommended for survey control.
 HX1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1356.See file dsdata.txt to determine how the superseded data were derived.
 HX1356
 HX1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC219217(NAD 83)
 HX1356_MARKER: DB = BENCH MARK DISK
 HX1356_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1356_SP_SET: UNSPECIFIED ROCK
 HX1356_STAMPING: Y 235 1962
 HX1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1356
 HX1356  HISTORY     - Date     Condition        Report By
 HX1356  HISTORY     - 1962     MONUMENTED       CGS
 HX1356
 HX1356                          STATION DESCRIPTION
 HX1356
 HX1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1356'4.5 MI W FROM LEIVASY.
 HX1356'ABOUT 0.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX1356'OFFICE AT LEIVASY, THENCE 4.2 MILES WEST ALONG A BLACK TOP
 HX1356'ROAD, ON THE NORTHWEST SLOPE OF A HILL, ON THE INSIDE AT THE
 HX1356'EAST END OF A LONG CURVE WITH TANGENTS EXTENDING EAST AND
 HX1356'NORTHWEST, SET ON TOP OF A ROCK ABOUT 6 FEET LONG AND 1 1/2
 HX1356'FEET HIGH PROJECTING OUT OF THE BOTTOM OF A 4 FOOT BANK, 13
 HX1356'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST OF THE
 HX1356'EAST END OF THE ROCK, ABOUT 0.1 MILE SOUTHEAST OF THE JUNCTION
 HX1356'OF A BLACK TOP ROAD SOUTH, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 HX1356'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1394 ***********************************************************************
 HX1394  DESIGNATION -  Y 236
 HX1394  PID         -  HX1394
 HX1394  STATE/COUNTY-  WV/GREENBRIER
 HX1394  USGS QUAD   -  CORLISS (1976)
 HX1394
 HX1394                         *CURRENT SURVEY CONTROL
 HX1394  ___________________________________________________________________
 HX1394* NAD 83(1986)-  38 04 37.     (N)    080 52 17.     (W)     SCALED    
 HX1394* NAVD 88     -       710.472  (meters)    2330.94   (feet)  ADJUSTED  
 HX1394  ___________________________________________________________________
 HX1394  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HX1394  DYNAMIC HT  -         709.913 (meters)    2329.11  (feet)  COMP
 HX1394  MODELED GRAV-     979,818.1   (mgal)                       NAVD 88
 HX1394
 HX1394  VERT ORDER  -  SECOND    CLASS 0
 HX1394
 HX1394.The horizontal coordinates were scaled from a topographic map and have
 HX1394.an estimated accuracy of +/- 6 seconds.
 HX1394
 HX1394.The orthometric height was determined by differential leveling
 HX1394.and adjusted by the National Geodetic Survey in June 1991..
 HX1394
 HX1394.The geoid height was determined by GEOID03.
 HX1394
 HX1394.The dynamic height is computed by dividing the NAVD 88
 HX1394.geopotential number by the normal gravity value computed on the
 HX1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1394.degrees latitude (g = 980.6199 gals.).
 HX1394
 HX1394.The modeled gravity was interpolated from observed gravity values.
 HX1394
 HX1394;                    North         East    Units  Estimated Accuracy
 HX1394;SPC WV S     -   119,540.      611,280.      MT  (+/- 180 meters Scaled)
 HX1394
 HX1394                          SUPERSEDED SURVEY CONTROL
 HX1394
 HX1394  NGVD 29 (??/??/92)  710.637  (m)         2331.48   (f) ADJ UNCH    2 0
 HX1394
 HX1394.Superseded values are not recommended for survey control.
 HX1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1394.See file dsdata.txt to determine how the superseded data were derived.
 HX1394
 HX1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC112143(NAD 83)
 HX1394_MARKER: DB = BENCH MARK DISK
 HX1394_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1394_SP_SET: UNSPECIFIED ROCK
 HX1394_STAMPING: Y 236 1962
 HX1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1394
 HX1394  HISTORY     - Date     Condition        Report By
 HX1394  HISTORY     - 1962     MONUMENTED       CGS
 HX1394
 HX1394                          STATION DESCRIPTION
 HX1394
 HX1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1394'1.4 MI NE FROM RUSSELLVILLE.
 HX1394'ABOUT 1.4 MILES NORTHEAST ALONG A BLACK TOP AND GRADED ROAD FROM
 HX1394'THE POST OFFICE AT RUSSELLVILLE, AT CEMETERY HILL METHODIST
 HX1394'CHURCH, SET ON TOP OF A 15 FEET SQUARE SLOPING ROCK PROJECTING
 HX1394'3 FEET, 96 FEET NORTHWEST OF CENTER LINE OF ROAD, 63 FEET
 HX1394'SOUTHWEST OF THE WEST CORNER OF THE CHURCH, 5.5 FEET NORTHEAST
 HX1394'OF SOUTHWEST EDGE OF THE BOULDER, AND ABOUT 15 FEET ABOVE THE
 HX1394'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1272 ***********************************************************************
 HX1272  DESIGNATION -  Y 237
 HX1272  PID         -  HX1272
 HX1272  STATE/COUNTY-  WV/NICHOLAS
 HX1272  USGS QUAD   -  RICHWOOD (1995)
 HX1272
 HX1272                         *CURRENT SURVEY CONTROL
 HX1272  ___________________________________________________________________
 HX1272* NAD 83(1986)-  38 13 21.     (N)    080 32 18.     (W)     SCALED    
 HX1272* NAVD 88     -       668.810  (meters)    2194.25   (feet)  ADJUSTED  
 HX1272  ___________________________________________________________________
 HX1272  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HX1272  DYNAMIC HT  -         668.279 (meters)    2192.51  (feet)  COMP
 HX1272  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 HX1272
 HX1272  VERT ORDER  -  SECOND    CLASS 0
 HX1272
 HX1272.The horizontal coordinates were scaled from a topographic map and have
 HX1272.an estimated accuracy of +/- 6 seconds.
 HX1272
 HX1272.The orthometric height was determined by differential leveling
 HX1272.and adjusted by the National Geodetic Survey in June 1991..
 HX1272
 HX1272.The geoid height was determined by GEOID03.
 HX1272
 HX1272.The dynamic height is computed by dividing the NAVD 88
 HX1272.geopotential number by the normal gravity value computed on the
 HX1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1272.degrees latitude (g = 980.6199 gals.).
 HX1272
 HX1272.The modeled gravity was interpolated from observed gravity values.
 HX1272
 HX1272;                    North         East    Units  Estimated Accuracy
 HX1272;SPC WV S     -   135,780.      640,420.      MT  (+/- 180 meters Scaled)
 HX1272
 HX1272                          SUPERSEDED SURVEY CONTROL
 HX1272
 HX1272  NGVD 29 (??/??/92)  668.948  (m)         2194.71   (f) ADJ UNCH    2 0
 HX1272
 HX1272.Superseded values are not recommended for survey control.
 HX1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1272.See file dsdata.txt to determine how the superseded data were derived.
 HX1272
 HX1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC404306(NAD 83)
 HX1272_MARKER: DB = BENCH MARK DISK
 HX1272_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1272_SP_SET: UNSPECIFIED ROCK
 HX1272_STAMPING: Y 237 1962
 HX1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1272
 HX1272  HISTORY     - Date     Condition        Report By
 HX1272  HISTORY     - 1962     MONUMENTED       CGS
 HX1272
 HX1272                          STATION DESCRIPTION
 HX1272
 HX1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1272'AT RICHWOOD.
 HX1272'ABOUT 0.3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILWAY FROM
 HX1272'THE STATION AT RICHWOOD, AT MILEPOLE 144-09, SET ON TOP OF
 HX1272'THE NORTHEAST CORNER OF A ROCK ABOUT 8 FEET WIDE PROJECTING
 HX1272'2 1/2 FEET AT THE SOUTH END SLOPING INTO THE MOUNTAIN SIDE, 34.5
 HX1272'FEET NORTH TO AND ACROSS A SIDE TRACK FROM THE NORTH RAIL OF THE
 HX1272'MAIN TRACK, 1 FOOT WEST OF THE NORTHEAST CORNER OF THE ROCK, AND
 HX1272'ABOUT 6 FEET ABOVE THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1307 ***********************************************************************
 HX1307  DESIGNATION -  Y 238
 HX1307  PID         -  HX1307
 HX1307  STATE/COUNTY-  WV/GREENBRIER
 HX1307  USGS QUAD   -  RICHWOOD (1995)
 HX1307
 HX1307                         *CURRENT SURVEY CONTROL
 HX1307  ___________________________________________________________________
 HX1307* NAD 83(1986)-  38 10 41.     (N)    080 30 36.     (W)     SCALED    
 HX1307* NAVD 88     -      1025.759  (meters)    3365.34   (feet)  ADJUSTED  
 HX1307  ___________________________________________________________________
 HX1307  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HX1307  DYNAMIC HT  -        1024.918 (meters)    3362.59  (feet)  COMP
 HX1307  MODELED GRAV-     979,773.2   (mgal)                       NAVD 88
 HX1307
 HX1307  VERT ORDER  -  SECOND    CLASS 0
 HX1307
 HX1307.The horizontal coordinates were scaled from a topographic map and have
 HX1307.an estimated accuracy of +/- 6 seconds.
 HX1307
 HX1307.The orthometric height was determined by differential leveling
 HX1307.and adjusted by the National Geodetic Survey in June 1991..
 HX1307
 HX1307.The geoid height was determined by GEOID03.
 HX1307
 HX1307.The dynamic height is computed by dividing the NAVD 88
 HX1307.geopotential number by the normal gravity value computed on the
 HX1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1307.degrees latitude (g = 980.6199 gals.).
 HX1307
 HX1307.The modeled gravity was interpolated from observed gravity values.
 HX1307
 HX1307;                    North         East    Units  Estimated Accuracy
 HX1307;SPC WV S     -   130,860.      642,930.      MT  (+/- 180 meters Scaled)
 HX1307
 HX1307                          SUPERSEDED SURVEY CONTROL
 HX1307
 HX1307  NGVD 29 (??/??/92) 1025.899  (m)         3365.80   (f) ADJ UNCH    2 0
 HX1307
 HX1307.Superseded values are not recommended for survey control.
 HX1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1307.See file dsdata.txt to determine how the superseded data were derived.
 HX1307
 HX1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC429256(NAD 83)
 HX1307_MARKER: DB = BENCH MARK DISK
 HX1307_SETTING: 66 = SET IN ROCK OUTCROP
 HX1307_SP_SET: ROCK LEDGE
 HX1307_STAMPING: Y 238 1962
 HX1307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1307+STABILITY: POSITION/ELEVATION WELL
 HX1307
 HX1307  HISTORY     - Date     Condition        Report By
 HX1307  HISTORY     - 1962     MONUMENTED       CGS
 HX1307
 HX1307                          STATION DESCRIPTION
 HX1307
 HX1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1307'4 MI S FROM RICHWOOD.
 HX1307'ABOUT 4 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION OF
 HX1307'RIVERSIDE DRIVE AT RICHWOOD, ABOUT 0.55 MILES NORTHWEST OF A
 HX1307'SMALL CEMETERY ON THE HILLSIDE SOUTHWEST OF THE ROAD, ON THE
 HX1307'INSIDE OF A SHARP CURVE WITH TANGENTS EXTENDING SOUTH AND WEST,
 HX1307'AT THE JUNCTION OF A DRIVE LEADING WEST TO A LARGE TWO-STORY
 HX1307'WHITE HOUSE, SET VERTICALLY IN THE EAST FACE OF A ROCK LEDGE
 HX1307'ABOUT 15-FEET LONG BY 3-FEET HIGH, 25 FEET NORTHWEST OF CENTER
 HX1307'LINE OF THE JUNCTION, 19 FEET WEST OF CENTER LINE OF THE ROAD,
 HX1307'6.5 FEET SOUTH OF THE NORTH END OF THE ROCK, 1 FOOT ABOVE THE
 HX1307'LEVEL OF GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1217 ***********************************************************************
 HX1217  DESIGNATION -  Y 239
 HX1217  PID         -  HX1217
 HX1217  STATE/COUNTY-  WV/WEBSTER
 HX1217  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1217
 HX1217                         *CURRENT SURVEY CONTROL
 HX1217  ___________________________________________________________________
 HX1217* NAD 83(1986)-  38 21 22.     (N)    080 35 01.     (W)     SCALED    
 HX1217* NAVD 88     -       674.371  (meters)    2212.50   (feet)  ADJUSTED  
 HX1217  ___________________________________________________________________
 HX1217  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HX1217  DYNAMIC HT  -         673.856 (meters)    2210.81  (feet)  COMP
 HX1217  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 HX1217
 HX1217  VERT ORDER  -  SECOND    CLASS 0
 HX1217
 HX1217.The horizontal coordinates were scaled from a topographic map and have
 HX1217.an estimated accuracy of +/- 6 seconds.
 HX1217
 HX1217.The orthometric height was determined by differential leveling
 HX1217.and adjusted by the National Geodetic Survey in June 1991..
 HX1217
 HX1217.The geoid height was determined by GEOID03.
 HX1217
 HX1217.The dynamic height is computed by dividing the NAVD 88
 HX1217.geopotential number by the normal gravity value computed on the
 HX1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1217.degrees latitude (g = 980.6199 gals.).
 HX1217
 HX1217.The modeled gravity was interpolated from observed gravity values.
 HX1217
 HX1217;                    North         East    Units  Estimated Accuracy
 HX1217;SPC WV S     -   150,600.      636,390.      MT  (+/- 180 meters Scaled)
 HX1217
 HX1217                          SUPERSEDED SURVEY CONTROL
 HX1217
 HX1217  NGVD 29 (??/??/92)  674.525  (m)         2213.00   (f) ADJ UNCH    2 0
 HX1217
 HX1217.Superseded values are not recommended for survey control.
 HX1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1217.See file dsdata.txt to determine how the superseded data were derived.
 HX1217
 HX1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC363454(NAD 83)
 HX1217_MARKER: DB = BENCH MARK DISK
 HX1217_SETTING: 80 = SET IN A BOULDER
 HX1217_SP_SET: BOULDER
 HX1217_STAMPING: Y 239 1962
 HX1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1217+STABILITY: SURFACE MOTION
 HX1217
 HX1217  HISTORY     - Date     Condition        Report By
 HX1217  HISTORY     - 1962     MONUMENTED       CGS
 HX1217
 HX1217                          STATION DESCRIPTION
 HX1217
 HX1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1217'0.7 MI SE FROM CAMDEN ON GAULEY.
 HX1217'ABOUT 0.7 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 HX1217'OVER THE GAULEY RIVER AT CAMDEN ON GAULEY, AT THE JUNCTION OF A
 HX1217'NARROW DIM ROAD LEADING NORTHEAST, SET ON TOP OF THE SOUTHWEST
 HX1217'EDGE OF A SLOPING BOULDER PROJECTING OUT OF THE MOUNTAIN SIDE
 HX1217'ABOUT 10 FEET IN WIDTH, 29 FEET NORTHEAST OF THE CENTER LINE OF
 HX1217'THE ROAD, 14 FEET NORTHWEST OF THE CENTER LINE OF THE DIM ROAD,
 HX1217'5 1/2 FEET SOUTHEAST OF THE WEST CORNER OF THE BOULDER, 1.4 FEET
 HX1217'NORTHEAST OF THE SOUTHWEST EDGE OF THE BOULDER, AND ABOUT 10 FEET
 HX1217'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0963 ***********************************************************************
 JW0963  DESIGNATION -  Y 24
 JW0963  PID         -  JW0963
 JW0963  STATE/COUNTY-  WV/MONONGALIA
 JW0963  USGS QUAD   -  MASONTOWN (1976)
 JW0963
 JW0963                         *CURRENT SURVEY CONTROL
 JW0963  ___________________________________________________________________
 JW0963* NAD 83(1986)-  39 33 58.     (N)    079 50 08.     (W)     SCALED    
 JW0963* NAVD 88     -       484.155  (meters)    1588.43   (feet)  ADJUSTED  
 JW0963  ___________________________________________________________________
 JW0963  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JW0963  DYNAMIC HT  -         483.852 (meters)    1587.44  (feet)  COMP
 JW0963  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 JW0963
 JW0963  VERT ORDER  -  SECOND    CLASS 0
 JW0963
 JW0963.The horizontal coordinates were scaled from a topographic map and have
 JW0963.an estimated accuracy of +/- 6 seconds.
 JW0963
 JW0963.The orthometric height was determined by differential leveling
 JW0963.and adjusted by the National Geodetic Survey in June 1991..
 JW0963
 JW0963.The geoid height was determined by GEOID03.
 JW0963
 JW0963.The dynamic height is computed by dividing the NAVD 88
 JW0963.geopotential number by the normal gravity value computed on the
 JW0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0963.degrees latitude (g = 980.6199 gals.).
 JW0963
 JW0963.The modeled gravity was interpolated from observed gravity values.
 JW0963
 JW0963;                    North         East    Units  Estimated Accuracy
 JW0963;SPC WV N     -   118,410.      571,170.      MT  (+/- 180 meters Scaled)
 JW0963
 JW0963                          SUPERSEDED SURVEY CONTROL
 JW0963
 JW0963  NGVD 29 (??/??/92)  484.269  (m)         1588.81   (f) ADJ UNCH    2 0
 JW0963
 JW0963.Superseded values are not recommended for survey control.
 JW0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0963.See file dsdata.txt to determine how the superseded data were derived.
 JW0963
 JW0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD000802(NAD 83)
 JW0963_MARKER: DB = BENCH MARK DISK
 JW0963_SETTING: 0 = UNSPECIFIED SETTING
 JW0963_STAMPING: Y 24 1935
 JW0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0963
 JW0963  HISTORY     - Date     Condition        Report By
 JW0963  HISTORY     - 1935     MONUMENTED       CGS
 JW0963  HISTORY     - 1956     GOOD             NGS
 JW0963
 JW0963                          STATION DESCRIPTION
 JW0963
 JW0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JW0963'2.1 MI NW FROM MASONTOWN.
 JW0963'2.1 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0963'STATION AT MASONTOWN, 0.45 MILE SOUTHEAST OF A SAND QUARRY, 20
 JW0963'FEET SOUTH OF THE SOUTH RAIL, IN A ROCK WALL, NEAR THE PAINTED
 JW0963'FIGURES BM 1588.8 AND ABOUT 2-1/2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1220 ***********************************************************************
 HX1220  DESIGNATION -  Y 240
 HX1220  PID         -  HX1220
 HX1220  STATE/COUNTY-  WV/NICHOLAS
 HX1220  USGS QUAD   -  CAMDEN ON GAULEY (1995)
 HX1220
 HX1220                         *CURRENT SURVEY CONTROL
 HX1220  ___________________________________________________________________
 HX1220* NAD 83(1986)-  38 18 04.     (N)    080 30 17.     (W)     SCALED    
 HX1220* NAVD 88     -       680.642  (meters)    2233.07   (feet)  ADJUSTED  
 HX1220  ___________________________________________________________________
 HX1220  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HX1220  DYNAMIC HT  -         680.090 (meters)    2231.26  (feet)  COMP
 HX1220  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 HX1220
 HX1220  VERT ORDER  -  SECOND    CLASS 0
 HX1220
 HX1220.The horizontal coordinates were scaled from a topographic map and have
 HX1220.an estimated accuracy of +/- 6 seconds.
 HX1220
 HX1220.The orthometric height was determined by differential leveling
 HX1220.and adjusted by the National Geodetic Survey in June 1991..
 HX1220
 HX1220.The geoid height was determined by GEOID03.
 HX1220
 HX1220.The dynamic height is computed by dividing the NAVD 88
 HX1220.geopotential number by the normal gravity value computed on the
 HX1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1220.degrees latitude (g = 980.6199 gals.).
 HX1220
 HX1220.The modeled gravity was interpolated from observed gravity values.
 HX1220
 HX1220;                    North         East    Units  Estimated Accuracy
 HX1220;SPC WV S     -   144,520.      643,320.      MT  (+/- 180 meters Scaled)
 HX1220
 HX1220                          SUPERSEDED SURVEY CONTROL
 HX1220
 HX1220  NGVD 29 (??/??/92)  680.760  (m)         2233.46   (f) ADJ UNCH    2 0
 HX1220
 HX1220.Superseded values are not recommended for survey control.
 HX1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1220.See file dsdata.txt to determine how the superseded data were derived.
 HX1220
 HX1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC433393(NAD 83)
 HX1220_MARKER: DB = BENCH MARK DISK
 HX1220_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1220_SP_SET: UNSPECIFIED ROCK
 HX1220_STAMPING: Y 240 1962
 HX1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1220
 HX1220  HISTORY     - Date     Condition        Report By
 HX1220  HISTORY     - 1962     MONUMENTED       CGS
 HX1220
 HX1220                          STATION DESCRIPTION
 HX1220
 HX1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1220'8.2 MI N FROM RICHWOOD.
 HX1220'ABOUT 0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 HX1220'OFFICE AT RICHWOOD, THENCE ABOUT 2.4 MILES NORTH ALONG COUNTY
 HX1220'ROAD 76, THENCE ABOUT 4.9 MILES NORTH ALONG FOREST SERVICE ROAD
 HX1220'76, (A GRADED ROAD), ABOUT 0.3 MILES NORTHEAST OF BEAR RUN, SET
 HX1220'ON TOP OF THE EAST CORNER OF A ROCK ABOUT 22 BY 12 FEET WIDE
 HX1220'PROJECTING 4 FEET, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX1220'ROAD, 2.8 FEET NORTHWEST OF THE EAST CORNER OF THE ROCK, 0.4
 HX1220'FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK, AND ABOUT
 HX1220'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0816 ***********************************************************************
 HX0816  DESIGNATION -  Y 241
 HX0816  PID         -  HX0816
 HX0816  STATE/COUNTY-  WV/POCAHONTAS
 HX0816  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0816
 HX0816                         *CURRENT SURVEY CONTROL
 HX0816  ___________________________________________________________________
 HX0816* NAD 83(1986)-  38 16 02.     (N)    080 21 13.     (W)     SCALED    
 HX0816* NAVD 88     -       926.672  (meters)    3040.26   (feet)  ADJUSTED  
 HX0816  ___________________________________________________________________
 HX0816  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HX0816  DYNAMIC HT  -         925.895 (meters)    3037.71  (feet)  COMP
 HX0816  MODELED GRAV-     979,759.2   (mgal)                       NAVD 88
 HX0816
 HX0816  VERT ORDER  -  SECOND    CLASS 0
 HX0816
 HX0816.The horizontal coordinates were scaled from a topographic map and have
 HX0816.an estimated accuracy of +/- 6 seconds.
 HX0816
 HX0816.The orthometric height was determined by differential leveling
 HX0816.and adjusted by the National Geodetic Survey in June 1991..
 HX0816
 HX0816.The geoid height was determined by GEOID03.
 HX0816
 HX0816.The dynamic height is computed by dividing the NAVD 88
 HX0816.geopotential number by the normal gravity value computed on the
 HX0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0816.degrees latitude (g = 980.6199 gals.).
 HX0816
 HX0816.The modeled gravity was interpolated from observed gravity values.
 HX0816
 HX0816;                    North         East    Units  Estimated Accuracy
 HX0816;SPC WV S     -   140,850.      656,560.      MT  (+/- 180 meters Scaled)
 HX0816
 HX0816                          SUPERSEDED SURVEY CONTROL
 HX0816
 HX0816  NGVD 29 (??/??/92)  926.759  (m)         3040.54   (f) ADJ UNCH    2 0
 HX0816
 HX0816.Superseded values are not recommended for survey control.
 HX0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0816.See file dsdata.txt to determine how the superseded data were derived.
 HX0816
 HX0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC565356(NAD 83)
 HX0816_MARKER: DB = BENCH MARK DISK
 HX0816_SETTING: 80 = SET IN A BOULDER
 HX0816_SP_SET: BOULDER
 HX0816_STAMPING: Y 241 1962
 HX0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0816+STABILITY: SURFACE MOTION
 HX0816
 HX0816  HISTORY     - Date     Condition        Report By
 HX0816  HISTORY     - 1962     MONUMENTED       CGS
 HX0816
 HX0816                          STATION DESCRIPTION
 HX0816
 HX0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0816'16.1 MI NW FROM MILL POINT.
 HX0816'6.7 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX0816'U.S. HIGHWAY 219 AT MILL POINT, THENCE 7.1 MILES NORTHWEST
 HX0816'ALONG FOREST ROAD 102, THENCE 2.3 MILES NORTHWEST ALONG FOREST
 HX0816'SERVICE ROAD 76, ABOUT 0.25 MILE SOUTHWEST OF A 30 FOOT WOODEN
 HX0816'FLOOR STEEL BRIDGE OVER BIRCHLOG RUN, SET ON TOP OF A LARGE
 HX0816'BOULDER THAT EXTENDS TO CRANBERRY RIVER, 7 FEET SOUTH OF NORTH
 HX0816'EDGE OF BOULDER, 28 FEET EAST OF CENTER LINE OF ROAD, AND 1 FOOT
 HX0816'BELOW LEVEL OF ROAD.  NOTE-- THIS MARK MAY ALSO BE REACHED BY
 HX0816'GOING 5.9 MILES SOUTHWEST AND SOUTHEAST ALONG FOREST SERVICE
 HX0816'ROAD 101 FROM THE FOOTBRIDGE OVER THE WILLIAMS RIVER AT DYER,
 HX0816'THENCE ABOUT 10.7 MILES SOUTHEAST ALONG FOREST SERVICE ROAD 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0866 ***********************************************************************
 HX0866  DESIGNATION -  Y 242
 HX0866  PID         -  HX0866
 HX0866  STATE/COUNTY-  WV/GREENBRIER
 HX0866  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0866
 HX0866                         *CURRENT SURVEY CONTROL
 HX0866  ___________________________________________________________________
 HX0866* NAD 83(1986)-  38 13 12.     (N)    080 23 42.     (W)     SCALED    
 HX0866* NAVD 88     -       980.649  (meters)    3217.35   (feet)  ADJUSTED  
 HX0866  ___________________________________________________________________
 HX0866  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0866  DYNAMIC HT  -         979.822 (meters)    3214.63  (feet)  COMP
 HX0866  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 HX0866
 HX0866  VERT ORDER  -  SECOND    CLASS 0
 HX0866
 HX0866.The horizontal coordinates were scaled from a topographic map and have
 HX0866.an estimated accuracy of +/- 6 seconds.
 HX0866
 HX0866.The orthometric height was determined by differential leveling
 HX0866.and adjusted by the National Geodetic Survey in June 1991..
 HX0866
 HX0866.The geoid height was determined by GEOID03.
 HX0866
 HX0866.The dynamic height is computed by dividing the NAVD 88
 HX0866.geopotential number by the normal gravity value computed on the
 HX0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0866.degrees latitude (g = 980.6199 gals.).
 HX0866
 HX0866.The modeled gravity was interpolated from observed gravity values.
 HX0866
 HX0866;                    North         East    Units  Estimated Accuracy
 HX0866;SPC WV S     -   135,580.      652,980.      MT  (+/- 180 meters Scaled)
 HX0866
 HX0866                          SUPERSEDED SURVEY CONTROL
 HX0866
 HX0866  NGVD 29 (??/??/92)  980.733  (m)         3217.62   (f) ADJ UNCH    2 0
 HX0866
 HX0866.Superseded values are not recommended for survey control.
 HX0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0866.See file dsdata.txt to determine how the superseded data were derived.
 HX0866
 HX0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC529303(NAD 83)
 HX0866_MARKER: DB = BENCH MARK DISK
 HX0866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0866_SP_SET: ABUTMENT
 HX0866_STAMPING: Y 242 1962
 HX0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0866
 HX0866  HISTORY     - Date     Condition        Report By
 HX0866  HISTORY     - 1962     MONUMENTED       CGS
 HX0866
 HX0866                          STATION DESCRIPTION
 HX0866
 HX0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0866'12.5 MI E FROM RICHWOOD.
 HX0866'12.5 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 HX0866'AT RICHWOOD, SET ON TOP OF THE EAST END OF THE NORTH CONCRETE
 HX0866'ABUTMENT OF A 115 FOOT CONCRETE BRIDGE OVER THE NORTH FORK OF THE
 HX0866'CHERRY RIVER, (SET IN THE EAST ONE OF THREE BRIDGES OVER THE RIVER)
 HX0866'16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 0.5
 HX0866'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0935 ***********************************************************************
 HX0935  DESIGNATION -  Y 243
 HX0935  PID         -  HX0935
 HX0935  STATE/COUNTY-  WV/GREENBRIER
 HX0935  USGS QUAD   -  TROUT (1995)
 HX0935
 HX0935                         *CURRENT SURVEY CONTROL
 HX0935  ___________________________________________________________________
 HX0935* NAD 83(1986)-  38 04 32.     (N)    080 28 00.     (W)     SCALED    
 HX0935* NAVD 88     -      1120.428  (meters)    3675.94   (feet)  ADJUSTED  
 HX0935  ___________________________________________________________________
 HX0935  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HX0935  DYNAMIC HT  -        1119.424 (meters)    3672.64  (feet)  COMP
 HX0935  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 HX0935
 HX0935  VERT ORDER  -  SECOND    CLASS 0
 HX0935
 HX0935.The horizontal coordinates were scaled from a topographic map and have
 HX0935.an estimated accuracy of +/- 6 seconds.
 HX0935
 HX0935.The orthometric height was determined by differential leveling
 HX0935.and adjusted by the National Geodetic Survey in June 1991..
 HX0935
 HX0935.The geoid height was determined by GEOID03.
 HX0935
 HX0935.The dynamic height is computed by dividing the NAVD 88
 HX0935.geopotential number by the normal gravity value computed on the
 HX0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0935.degrees latitude (g = 980.6199 gals.).
 HX0935
 HX0935.The modeled gravity was interpolated from observed gravity values.
 HX0935
 HX0935;                    North         East    Units  Estimated Accuracy
 HX0935;SPC WV S     -   119,510.      646,790.      MT  (+/- 180 meters Scaled)
 HX0935
 HX0935                          SUPERSEDED SURVEY CONTROL
 HX0935
 HX0935  NGVD 29 (??/??/92) 1120.498  (m)         3676.17   (f) ADJ UNCH    2 0
 HX0935
 HX0935.Superseded values are not recommended for survey control.
 HX0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0935.See file dsdata.txt to determine how the superseded data were derived.
 HX0935
 HX0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC467143(NAD 83)
 HX0935_MARKER: DB = BENCH MARK DISK
 HX0935_SETTING: 66 = SET IN ROCK OUTCROP
 HX0935_SP_SET: PROJECTING ROCK
 HX0935_STAMPING: Y 243 1962
 HX0935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0935+STABILITY: POSITION/ELEVATION WELL
 HX0935
 HX0935  HISTORY     - Date     Condition        Report By
 HX0935  HISTORY     - 1962     MONUMENTED       CGS
 HX0935
 HX0935                          STATION DESCRIPTION
 HX0935
 HX0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0935'6.7 MI N FROM TROUT.
 HX0935'5.5 MILES NORTHWEST ALONG A BLACK TOP AND GRADED ROAD FROM
 HX0935'THE FIRST BAPTIST CHURCH AT TROUT, THENCE 1.2 MILES NORTHEAST
 HX0935'ALONG A ROUGH DIRT ROAD, ABOUT 0.2 MILE SOUTHWEST OF A BRIDGE
 HX0935'OVER A SMALL STREAM, SET ON TOP OF THE NORTHWEST EDGE OF A ROCK
 HX0935'THAT IS ABOUT 6-FOOT LONG AND 2 1/2-FOOT HIGH THAT PROJECT OUT
 HX0935'OF A MOUNTAIN SIDE, THE ROCK HAS A 10-INCH SPRUCE TREE GROWING
 HX0935'OUT OF THE NORTHWEST SIDE AND A 6-INCH SPRUCE TREE GROWING
 HX0935'FROM THE SOUTHWEST END, 60 FEET SOUTHEAST OF THE CENTER LINE
 HX0935'OF THE ROAD, 2.6 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK,
 HX0935'AND IS ABOUT 12 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0673 ***********************************************************************
 HX0673  DESIGNATION -  Y 244
 HX0673  PID         -  HX0673
 HX0673  STATE/COUNTY-  WV/WEBSTER
 HX0673  USGS QUAD   -  BERGOO (1995)
 HX0673
 HX0673                         *CURRENT SURVEY CONTROL
 HX0673  ___________________________________________________________________
 HX0673* NAD 83(1986)-  38 25 04.     (N)    080 18 03.     (W)     SCALED    
 HX0673* NAVD 88     -       770.077  (meters)    2526.49   (feet)  ADJUSTED  
 HX0673  ___________________________________________________________________
 HX0673  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HX0673  DYNAMIC HT  -         769.469 (meters)    2524.50  (feet)  COMP
 HX0673  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 HX0673
 HX0673  VERT ORDER  -  SECOND    CLASS 0
 HX0673
 HX0673.The horizontal coordinates were scaled from a topographic map and have
 HX0673.an estimated accuracy of +/- 6 seconds.
 HX0673
 HX0673.The orthometric height was determined by differential leveling
 HX0673.and adjusted by the National Geodetic Survey in June 1991..
 HX0673
 HX0673.The geoid height was determined by GEOID03.
 HX0673
 HX0673.The dynamic height is computed by dividing the NAVD 88
 HX0673.geopotential number by the normal gravity value computed on the
 HX0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0673.degrees latitude (g = 980.6199 gals.).
 HX0673
 HX0673.The modeled gravity was interpolated from observed gravity values.
 HX0673
 HX0673;                    North         East    Units  Estimated Accuracy
 HX0673;SPC WV S     -   157,590.      661,060.      MT  (+/- 180 meters Scaled)
 HX0673
 HX0673                          SUPERSEDED SURVEY CONTROL
 HX0673
 HX0673  NGVD 29 (??/??/92)  770.203  (m)         2526.91   (f) ADJ UNCH    2 0
 HX0673
 HX0673.Superseded values are not recommended for survey control.
 HX0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0673.See file dsdata.txt to determine how the superseded data were derived.
 HX0673
 HX0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC610524(NAD 83)
 HX0673_MARKER: DB = BENCH MARK DISK
 HX0673_SETTING: 80 = SET IN A BOULDER
 HX0673_SP_SET: BOULDER
 HX0673_STAMPING: Y 244 1962
 HX0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0673+STABILITY: SURFACE MOTION
 HX0673
 HX0673  HISTORY     - Date     Condition        Report By
 HX0673  HISTORY     - 1962     MONUMENTED       CGS
 HX0673
 HX0673                          STATION DESCRIPTION
 HX0673
 HX0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0673'10.8 MI SE FROM BOLAIR.
 HX0673'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0673'BOLAIR, THENCE ABOUT 10.6 MILES SOUTHEAST ALONG GAULEY RIVER
 HX0673'ROAD, ABOUT 0.3 MILE SOUTH OF A 80-FOOT STEEL BRIDGE OVER THE
 HX0673'GAULEY RIVER, ON TOP OF A ROCK THAT IS ABOUT 25-BY 12-FOOT WIDE
 HX0673'AND 5-FOOT HIGH AT THE WEST END, 21 FEET EAST OF THE CENTER LINE
 HX0673'OF THE ROAD, 6.8 FEET EAST OF THE WEST END OF THE ROCK, AND ABOUT
 HX0673'5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0747 ***********************************************************************
 HX0747  DESIGNATION -  Y 245 RESET 1965
 HX0747  PID         -  HX0747
 HX0747  STATE/COUNTY-  WV/WEBSTER
 HX0747  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0747
 HX0747                         *CURRENT SURVEY CONTROL
 HX0747  ___________________________________________________________________
 HX0747* NAD 83(1986)-  38 23 01.     (N)    080 28 06.     (W)     SCALED    
 HX0747* NAVD 88     -       681.02   (+/-2cm)    2234.3    (feet)  VERTCON   
 HX0747  ___________________________________________________________________
 HX0747  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX0747
 HX0747  VERT ORDER  -  THIRD (See Below)
 HX0747
 HX0747.The horizontal coordinates were scaled from a topographic map and have
 HX0747.an estimated accuracy of +/- 6 seconds.
 HX0747
 HX0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX0747.The vertical order pertains to the NGVD 29 superseded value.
 HX0747
 HX0747.The geoid height was determined by GEOID03.
 HX0747
 HX0747;                    North         East    Units  Estimated Accuracy
 HX0747;SPC WV S     -   153,700.      646,450.      MT  (+/- 180 meters Scaled)
 HX0747
 HX0747                          SUPERSEDED SURVEY CONTROL
 HX0747
 HX0747  NGVD 29 (09/25/03)  681.16   (m)         2234.8    (f) RESET       3  
 HX0747
 HX0747.Superseded values are not recommended for survey control.
 HX0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0747.See file dsdata.txt to determine how the superseded data were derived.
 HX0747
 HX0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC464485(NAD 83)
 HX0747_MARKER: DB = BENCH MARK DISK
 HX0747_SETTING: 66 = SET IN ROCK OUTCROP
 HX0747_SP_SET: ROCK OUTCROP
 HX0747_STAMPING: Y 245 RESET 1965
 HX0747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0747+STABILITY: POSITION/ELEVATION WELL
 HX0747
 HX0747  HISTORY     - Date     Condition        Report By
 HX0747  HISTORY     - 1965     MONUMENTED       CGS
 HX0747
 HX0747                          STATION DESCRIPTION
 HX0747
 HX0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HX0747'AT DYER.
 HX0747'AT DYER, ABOUT 0.15 MILE WEST ALONG THE WILLIAMS RIVER ROAD
 HX0747'FROM THE DYER METHODIST CHURCH, ABOUT 0.7 MILE NORTHEAST OF A
 HX0747'FOOTBRIDGE ACROSS THE WILLIAMS RIVER, SET IN A DRILL HOLE IN A
 HX0747'ROCK OUTCROP ABOUT 15 X 8 FEET AND PROJECTING ABOUT 2 FEET, 159
 HX0747'FEET NORTH OF THE CENTERLINE OF THE ROAD, 65 FEET SOUTHWEST OF
 HX0747'THE SOUTHWEST CORNER OF A SMALL HOUSE AND 18 FEET EAST OF A TWIN
 HX0747'EVERGREEN TREE.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE IN
 HX0747'THE ROCK OUTCROP AND IS STAMPED Y 245 RESET 1965.  (THE PROPERTY
 HX0747'OWNER IS PLANNING A SERVICE STATION AND FISH CAMP NEARBY).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0774 ***********************************************************************
 HX0774  DESIGNATION -  Y 246
 HX0774  PID         -  HX0774
 HX0774  STATE/COUNTY-  WV/POCAHONTAS
 HX0774  USGS QUAD   -  WOODROW (1995)
 HX0774
 HX0774                         *CURRENT SURVEY CONTROL
 HX0774  ___________________________________________________________________
 HX0774* NAD 83(1986)-  38 16 19.     (N)    080 09 10.     (W)     SCALED    
 HX0774* NAVD 88     -       899.885  (meters)    2952.37   (feet)  ADJUSTED  
 HX0774  ___________________________________________________________________
 HX0774  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HX0774  DYNAMIC HT  -         899.136 (meters)    2949.92  (feet)  COMP
 HX0774  MODELED GRAV-     979,765.3   (mgal)                       NAVD 88
 HX0774
 HX0774  VERT ORDER  -  SECOND    CLASS 0
 HX0774
 HX0774.The horizontal coordinates were scaled from a topographic map and have
 HX0774.an estimated accuracy of +/- 6 seconds.
 HX0774
 HX0774.The orthometric height was determined by differential leveling
 HX0774.and adjusted by the National Geodetic Survey in June 1991..
 HX0774
 HX0774.The geoid height was determined by GEOID03.
 HX0774
 HX0774.The dynamic height is computed by dividing the NAVD 88
 HX0774.geopotential number by the normal gravity value computed on the
 HX0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0774.degrees latitude (g = 980.6199 gals.).
 HX0774
 HX0774.The modeled gravity was interpolated from observed gravity values.
 HX0774
 HX0774;                    North         East    Units  Estimated Accuracy
 HX0774;SPC WV S     -   141,510.      674,130.      MT  (+/- 180 meters Scaled)
 HX0774
 HX0774                          SUPERSEDED SURVEY CONTROL
 HX0774
 HX0774  NGVD 29 (??/??/92)  899.949  (m)         2952.58   (f) ADJ UNCH    2 0
 HX0774
 HX0774.Superseded values are not recommended for survey control.
 HX0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0774.See file dsdata.txt to determine how the superseded data were derived.
 HX0774
 HX0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC741363(NAD 83)
 HX0774_MARKER: DB = BENCH MARK DISK
 HX0774_SETTING: 66 = SET IN ROCK OUTCROP
 HX0774_SP_SET: ROCK CUT
 HX0774_STAMPING: Y 246 1962
 HX0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0774+STABILITY: POSITION/ELEVATION WELL
 HX0774
 HX0774  HISTORY     - Date     Condition        Report By
 HX0774  HISTORY     - 1962     MONUMENTED       CGS
 HX0774
 HX0774                          STATION DESCRIPTION
 HX0774
 HX0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0774'0.9 MI SE FROM WOODROW.
 HX0774'0.9 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0774'AT WOODROW, ABOUT 0.75 MILE WEST OF THE WEST UNION CHURCH, SET
 HX0774'VERTICALLY IN THE SOUTHWEST FACE OF A 10-BY 10-FOOT LONG ROCK
 HX0774'WHICH IS IN A ROCK CUT THAT IS ABOUT 20 YARDS LONG, 19 FEET
 HX0774'NORTHEAST OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTHEAST OF
 HX0774'THE NORTHWEST END OF THE ROCK CUT, ABOUT 6 FEET ABOVE THE LEVEL
 HX0774'OF THE ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0705 ***********************************************************************
 HX0705  DESIGNATION -  Y 247
 HX0705  PID         -  HX0705
 HX0705  STATE/COUNTY-  WV/POCAHONTAS
 HX0705  USGS QUAD   -  SHARP KNOB (1995)
 HX0705
 HX0705                         *CURRENT SURVEY CONTROL
 HX0705  ___________________________________________________________________
 HX0705* NAD 83(1986)-  38 24 17.     (N)    080 10 03.     (W)     SCALED    
 HX0705* NAVD 88     -      1277.193  (meters)    4190.26   (feet)  ADJUSTED  
 HX0705  ___________________________________________________________________
 HX0705  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HX0705  DYNAMIC HT  -        1276.177 (meters)    4186.92  (feet)  COMP
 HX0705  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 HX0705
 HX0705  VERT ORDER  -  SECOND    CLASS 0
 HX0705
 HX0705.The horizontal coordinates were scaled from a topographic map and have
 HX0705.an estimated accuracy of +/- 6 seconds.
 HX0705
 HX0705.The orthometric height was determined by differential leveling
 HX0705.and adjusted by the National Geodetic Survey in June 1991..
 HX0705
 HX0705.The geoid height was determined by GEOID03.
 HX0705
 HX0705.The dynamic height is computed by dividing the NAVD 88
 HX0705.geopotential number by the normal gravity value computed on the
 HX0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0705.degrees latitude (g = 980.6199 gals.).
 HX0705
 HX0705.The modeled gravity was interpolated from observed gravity values.
 HX0705
 HX0705;                    North         East    Units  Estimated Accuracy
 HX0705;SPC WV S     -   156,240.      672,710.      MT  (+/- 180 meters Scaled)
 HX0705
 HX0705                          SUPERSEDED SURVEY CONTROL
 HX0705
 HX0705  NGVD 29 (??/??/92) 1277.311  (m)         4190.64   (f) ADJ UNCH    2 0
 HX0705
 HX0705.Superseded values are not recommended for survey control.
 HX0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0705.See file dsdata.txt to determine how the superseded data were derived.
 HX0705
 HX0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC726510(NAD 83)
 HX0705_MARKER: DB = BENCH MARK DISK
 HX0705_SETTING: 0 = UNSPECIFIED SETTING
 HX0705_STAMPING: Y 247 1962
 HX0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0705
 HX0705  HISTORY     - Date     Condition        Report By
 HX0705  HISTORY     - 1962     MONUMENTED       CGS
 HX0705
 HX0705                          STATION DESCRIPTION
 HX0705
 HX0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0705'8.2 MI SW FROM SLATY FORK.
 HX0705'4.6 MILES NORTHWEST ALONG A ABANDONED RAILWAY BED (TRAIL) FROM
 HX0705'THE POST OFFICE AT SLATY FORK, THENCE ABOUT 2.7 MILES SOUTHWEST
 HX0705'ALONG U.S. FORESTRY ROAD 24, THENCE ABOUT 0.9 MILES SOUTHWEST
 HX0705'ALONG A GRADED ROAD LEADING TO A LARGE COAL MINE, ABOUT 0.35 MILE
 HX0705'WEST OF THE JUNCTION OF A GRADED ROAD LEADING SOUTH DOWN HILL TO
 HX0705'U.S. HIGHWAY 219, ABOUT 0.1 MILE WEST OF THE EAST END OF A LONG
 HX0705'CUT MADE BY STRIP MINING, SET IN A AREA WHICH IS PLANTED WITH
 HX0705'PINE TREES, 118 FEET SOUTH SOUTHEAST OF THE CENTER LINE OF THE
 HX0705'ROAD, 121 FEET SOUTH SOUTHWEST OF THE SOUTHEAST END OF A 3-FOOT
 HX0705'GALVANIZED PIPE CULVERT UNDER THE ROAD, 75 1/2 FEET NORTHWEST
 HX0705'OF SOUTHEAST END OF THE CUT, 3 1/2 FEET EAST OF A POWER POLE
 HX0705'AND IN LINE WITH A ROW OF POLES, TO THE WEST, ABOUT 1.6 WEST
 HX0705'OF A STEEL WITNESS POST, AND ABOUT 8 FEET BELOW THE LEVEL OF THE
 HX0705'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0847 ***********************************************************************
 HX0847  DESIGNATION -  Y 248
 HX0847  PID         -  HX0847
 HX0847  STATE/COUNTY-  WV/POCAHONTAS
 HX0847  USGS QUAD   -  HILLSBORO (1995)
 HX0847
 HX0847                         *CURRENT SURVEY CONTROL
 HX0847  ___________________________________________________________________
 HX0847* NAD 83(1986)-  38 10 31.     (N)    080 12 26.     (W)     SCALED    
 HX0847* NAVD 88     -       724.531  (meters)    2377.07   (feet)  ADJUSTED  
 HX0847  ___________________________________________________________________
 HX0847  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HX0847  DYNAMIC HT  -         723.934 (meters)    2375.11  (feet)  COMP
 HX0847  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 HX0847
 HX0847  VERT ORDER  -  SECOND    CLASS 0
 HX0847
 HX0847.The horizontal coordinates were scaled from a topographic map and have
 HX0847.an estimated accuracy of +/- 6 seconds.
 HX0847
 HX0847.The orthometric height was determined by differential leveling
 HX0847.and adjusted by the National Geodetic Survey in June 1991..
 HX0847
 HX0847.The geoid height was determined by GEOID03.
 HX0847
 HX0847.The dynamic height is computed by dividing the NAVD 88
 HX0847.geopotential number by the normal gravity value computed on the
 HX0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0847.degrees latitude (g = 980.6199 gals.).
 HX0847
 HX0847.The modeled gravity was interpolated from observed gravity values.
 HX0847
 HX0847;                    North         East    Units  Estimated Accuracy
 HX0847;SPC WV S     -   130,740.      669,460.      MT  (+/- 180 meters Scaled)
 HX0847
 HX0847                          SUPERSEDED SURVEY CONTROL
 HX0847
 HX0847  NGVD 29 (??/??/92)  724.618  (m)         2377.35   (f) ADJ UNCH    2 0
 HX0847
 HX0847.Superseded values are not recommended for survey control.
 HX0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0847.See file dsdata.txt to determine how the superseded data were derived.
 HX0847
 HX0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC694255(NAD 83)
 HX0847_MARKER: DB = BENCH MARK DISK
 HX0847_SETTING: 80 = SET IN A BOULDER
 HX0847_SP_SET: BOULDER
 HX0847_STAMPING: Y 248 1962
 HX0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0847+STABILITY: SURFACE MOTION
 HX0847
 HX0847  HISTORY     - Date     Condition        Report By
 HX0847  HISTORY     - 1962     MONUMENTED       CGS
 HX0847
 HX0847                          STATION DESCRIPTION
 HX0847
 HX0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0847'1.8 MI NW FROM MILL POINT.
 HX0847'1.75 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX0847'OF U.S. HIGHWAY 219 AT MILL POINT, ABOUT 0.75 MILE NORTHWEST
 HX0847'OF THE TRINITY METHODIST CHURCH, 0.7 MILE NORTHWEST OF A GRADED
 HX0847'ROAD LEADING NORTHEAST, SET VERTICALLY IN THE NORTHEAST FACE OF
 HX0847'A LARGE ROCK BOULDER THAT IS ABOUT 8-BY 15-FOOT LONG, ON THE
 HX0847'SOUTHWEST SIDE OF STAMPING CREEK, 115 FEET WEST OF AND ACROSS
 HX0847'STAMPING CREEK FROM A 6-FOOT WHITE OAK TREE, 2 1/2 FEET SOUTHEAST
 HX0847'OF THE NORTHWEST END OF THE ROCK, AND ABOUT 2 FEET ABOVE THE
 HX0847'LEVEL OF THE GROUND, AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0891 ***********************************************************************
 HX0891  DESIGNATION -  Y 249
 HX0891  PID         -  HX0891
 HX0891  STATE/COUNTY-  WV/GREENBRIER
 HX0891  USGS QUAD   -  DROOP (1995)
 HX0891
 HX0891                         *CURRENT SURVEY CONTROL
 HX0891  ___________________________________________________________________
 HX0891* NAD 83(1986)-  38 05 52.     (N)    080 21 54.     (W)     SCALED    
 HX0891* NAVD 88     -       828.159  (meters)    2717.05   (feet)  ADJUSTED  
 HX0891  ___________________________________________________________________
 HX0891  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HX0891  DYNAMIC HT  -         827.480 (meters)    2714.82  (feet)  COMP
 HX0891  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 HX0891
 HX0891  VERT ORDER  -  SECOND    CLASS 0
 HX0891
 HX0891.The horizontal coordinates were scaled from a topographic map and have
 HX0891.an estimated accuracy of +/- 6 seconds.
 HX0891
 HX0891.The orthometric height was determined by differential leveling
 HX0891.and adjusted by the National Geodetic Survey in June 1991..
 HX0891
 HX0891.The geoid height was determined by GEOID03.
 HX0891
 HX0891.The dynamic height is computed by dividing the NAVD 88
 HX0891.geopotential number by the normal gravity value computed on the
 HX0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0891.degrees latitude (g = 980.6199 gals.).
 HX0891
 HX0891.The modeled gravity was interpolated from observed gravity values.
 HX0891
 HX0891;                    North         East    Units  Estimated Accuracy
 HX0891;SPC WV S     -   122,030.      655,700.      MT  (+/- 180 meters Scaled)
 HX0891
 HX0891                          SUPERSEDED SURVEY CONTROL
 HX0891
 HX0891  NGVD 29 (??/??/92)  828.273  (m)         2717.43   (f) ADJ UNCH    2 0
 HX0891
 HX0891.Superseded values are not recommended for survey control.
 HX0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0891.See file dsdata.txt to determine how the superseded data were derived.
 HX0891
 HX0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC556168(NAD 83)
 HX0891_MARKER: DB = BENCH MARK DISK
 HX0891_SETTING: 66 = SET IN ROCK OUTCROP
 HX0891_SP_SET: ROCK LEDGE
 HX0891_STAMPING: Y 249 1962
 HX0891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0891+STABILITY: POSITION/ELEVATION WELL
 HX0891
 HX0891  HISTORY     - Date     Condition        Report By
 HX0891  HISTORY     - 1962     MONUMENTED       CGS
 HX0891
 HX0891                          STATION DESCRIPTION
 HX0891
 HX0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0891'10.1 MI SW FROM LOBELIA.
 HX0891'4.15 MILES SOUTH ALONG BLACK TOP ROAD FROM THE JUNCTION OF A
 HX0891'GRADED ROAD AT LOBELIA, THENCE ABOUT 4.95 MILES SOUTHWEST AND
 HX0891'WEST ALONG BLACK TOP AND GRADED ROAD, THENCE ABOUT 0.45 MILES
 HX0891'NORTHWEST ALONG GRADED ROAD UP ALONG ROBBINS RUN, THENCE ABOUT
 HX0891'0.55 MILES NORTHWEST ALONG NARROW MOUNTAIN TRAIL TO THE TOP OF
 HX0891'MOUNTAIN, SET ON TOP OF A ROCK LEDGE 5-BY 2-FEET WIDE ON A
 HX0891'STEEP SLOPING HILL-SIDE OVERLOOKING DEEP VALLEY, AT THE SOUTH
 HX0891'END OF AND ON THE INSIDE OF A SHARP CURVE IN THE TRAIL FROM
 HX0891'SOUTH TO SOUTHEAST, 75 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HX0891'TRAIL, 58 YARDS NORTHEAST OF THE CENTER LINE OF THE JUNCTION OF
 HX0891'ANOTHER TRAIL LEADING SOUTHEAST AT OLD ABANDONED HOMESITE, AT A
 HX0891'POINT DIRECTLY SOUTHEAST OF ANOTHER ABANDONED HOMESITE, AND
 HX0891'ABOUT 15 FEET BELOW THE LEVEL OF THE TRAIL.  NOTE-- THIS MARK
 HX0891'MAY ALSO BE REACHED BY GOING ABOUT 3.4 MILES NORTHEAST ALONG
 HX0891'U.S. HIGHWAY 219 FROM HIGH SCHOOL AT RENICK, THENCE 4.15 MILES
 HX0891'NORTHEAST ALONG BLACK TOP ROAD, THENCE 1.5 MILES NORTH ALONG
 HX0891'GRADED ROAD, THENCE 0.75 MILES NORTHEAST THROUGH A GATE ACROSS
 HX0891'THE PRIVATE DRIVE AND DIM MOUNTAIN ROAD (TRAIL) TO THE TOP OF THE
 HX0891'MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1005 ***********************************************************************
 JX1005  DESIGNATION -  Y 25
 JX1005  PID         -  JX1005
 JX1005  STATE/COUNTY-  WV/RITCHIE
 JX1005  USGS QUAD   -  SMITHVILLE (1964)
 JX1005
 JX1005                         *CURRENT SURVEY CONTROL
 JX1005  ___________________________________________________________________
 JX1005* NAD 83(1986)-  39 04 30.     (N)    081 05 44.     (W)     SCALED    
 JX1005* NAVD 88     -       210.239  (meters)     689.76   (feet)  ADJUSTED  
 JX1005  ___________________________________________________________________
 JX1005  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JX1005  DYNAMIC HT  -         210.106 (meters)     689.32  (feet)  COMP
 JX1005  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JX1005
 JX1005  VERT ORDER  -  SECOND    CLASS 0
 JX1005
 JX1005.The horizontal coordinates were scaled from a topographic map and have
 JX1005.an estimated accuracy of +/- 6 seconds.
 JX1005
 JX1005.The orthometric height was determined by differential leveling
 JX1005.and adjusted by the National Geodetic Survey in June 1991..
 JX1005
 JX1005.The geoid height was determined by GEOID03.
 JX1005
 JX1005.The dynamic height is computed by dividing the NAVD 88
 JX1005.geopotential number by the normal gravity value computed on the
 JX1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1005.degrees latitude (g = 980.6199 gals.).
 JX1005
 JX1005.The modeled gravity was interpolated from observed gravity values.
 JX1005
 JX1005;                    North         East    Units  Estimated Accuracy
 JX1005;SPC WV N     -    65,060.      461,940.      MT  (+/- 180 meters Scaled)
 JX1005
 JX1005                          SUPERSEDED SURVEY CONTROL
 JX1005
 JX1005  NGVD 29 (??/??/92)  210.413  (m)          690.33   (f) ADJ UNCH    2 0
 JX1005
 JX1005.Superseded values are not recommended for survey control.
 JX1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1005.See file dsdata.txt to determine how the superseded data were derived.
 JX1005
 JX1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD917251(NAD 83)
 JX1005_MARKER: DB = BENCH MARK DISK
 JX1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1005_STAMPING: Y 25 1935
 JX1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1005+STABILITY: SURFACE MOTION
 JX1005
 JX1005  HISTORY     - Date     Condition        Report By
 JX1005  HISTORY     - 1935     MONUMENTED       CGS
 JX1005
 JX1005                          STATION DESCRIPTION
 JX1005
 JX1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX1005'AT SMITHVILLE.
 JX1005'AT SMITHVILLE, RITCHIE COUNTY, ON STATE HIGHWAY 16, ABOUT 250
 JX1005'FEET NORTHWEST OF THE NORTHWEST END OF A STEEL BRIDGE OVER THE
 JX1005'SOUTH FORK OF HUGHES RIVER, 91 FEET NORTHWEST OF THE CENTER OF
 JX1005'THE CROSSING OF STATE HIGHWAY 47, 27 FEET NORTH OF THE CENTERLINE
 JX1005'OF STATE HIGHWAY 47, AND 2 FEET SOUTHWEST OF A PRIVATE-HARD
 JX1005'FENCE.  A STANDARD DISK, STAMPED Y 25 1935 AND SET IN THE TOP
 JX1005'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0798 ***********************************************************************
 HX0798  DESIGNATION -  Y 250
 HX0798  PID         -  HX0798
 HX0798  STATE/COUNTY-  WV/POCAHONTAS
 HX0798  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0798
 HX0798                         *CURRENT SURVEY CONTROL
 HX0798  ___________________________________________________________________
 HX0798* NAD 83(1986)-  38 15 36.     (N)    080 16 33.     (W)     SCALED    
 HX0798* NAVD 88     -      1084.401  (meters)    3557.74   (feet)  ADJUSTED  
 HX0798  ___________________________________________________________________
 HX0798  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HX0798  DYNAMIC HT  -        1083.485 (meters)    3554.73  (feet)  COMP
 HX0798  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 HX0798
 HX0798  VERT ORDER  -  SECOND    CLASS 0
 HX0798
 HX0798.The horizontal coordinates were scaled from a topographic map and have
 HX0798.an estimated accuracy of +/- 6 seconds.
 HX0798
 HX0798.The orthometric height was determined by differential leveling
 HX0798.and adjusted by the National Geodetic Survey in June 1991..
 HX0798
 HX0798.The geoid height was determined by GEOID03.
 HX0798
 HX0798.The dynamic height is computed by dividing the NAVD 88
 HX0798.geopotential number by the normal gravity value computed on the
 HX0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0798.degrees latitude (g = 980.6199 gals.).
 HX0798
 HX0798.The modeled gravity was interpolated from observed gravity values.
 HX0798
 HX0798;                    North         East    Units  Estimated Accuracy
 HX0798;SPC WV S     -   140,090.      663,380.      MT  (+/- 180 meters Scaled)
 HX0798
 HX0798                          SUPERSEDED SURVEY CONTROL
 HX0798
 HX0798  NGVD 29 (??/??/92) 1084.476  (m)         3557.99   (f) ADJ UNCH    2 0
 HX0798
 HX0798.Superseded values are not recommended for survey control.
 HX0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0798.See file dsdata.txt to determine how the superseded data were derived.
 HX0798
 HX0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC633349(NAD 83)
 HX0798_MARKER: DB = BENCH MARK DISK
 HX0798_SETTING: 66 = SET IN ROCK OUTCROP
 HX0798_SP_SET: ROCK OUTCROP
 HX0798_STAMPING: Y 250 1962
 HX0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0798+STABILITY: POSITION/ELEVATION WELL
 HX0798
 HX0798  HISTORY     - Date     Condition        Report By
 HX0798  HISTORY     - 1962     MONUMENTED       CGS
 HX0798
 HX0798                          STATION DESCRIPTION
 HX0798
 HX0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0798'15.8 MI SW FROM WOODROW.
 HX0798'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0798'GRADE SCHOOL, THENCE 14.5 MILES NORTHWEST AND SOUTHWEST ALONG
 HX0798'U.S. FORESTRY ROAD 76, ABOUT 1.1 MILES EAST OF A 60-FOOT BRIDGE
 HX0798'OVER THE NORTH FORK OF THE CRANBERRY RIVER, SET ON TOP OF A ROCK
 HX0798'THAT IS ABOUT 9-BY 2-FOOT WIDE, (OUTCROP) 5 FEET NORTH OF THE
 HX0798'SOUTH END OF THE ROCK OUTCROP, AT THE WEST END OF A SMALL GAME
 HX0798'FEED ABOUT 100 YARDS LONG AND 15 YARDS WIDE, 27 1/2 FEET NORTH
 HX0798'OF THE CENTER LINE OF THE ROAD, 49 1/2 FEET NORTH BY NORTHEAST
 HX0798'OF AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF THE EAST
 HX0798'ONE OF THREE SMALL WOODEN FRAME BUILDINGS, ABOUT LEVEL WITH THE
 HX0798'ROAD, AND ABOUT 5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0921 ***********************************************************************
 HX0921  DESIGNATION -  Y 251
 HX0921  PID         -  HX0921
 HX0921  STATE/COUNTY-  WV/POCAHONTAS
 HX0921  USGS QUAD   -  DROOP (1995)
 HX0921
 HX0921                         *CURRENT SURVEY CONTROL
 HX0921  ___________________________________________________________________
 HX0921* NAD 83(1986)-  38 04 56.     (N)    080 15 17.     (W)     SCALED    
 HX0921* NAVD 88     -       691.958  (meters)    2270.20   (feet)  ADJUSTED  
 HX0921  ___________________________________________________________________
 HX0921  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HX0921  DYNAMIC HT  -         691.366 (meters)    2268.26  (feet)  COMP
 HX0921  MODELED GRAV-     979,751.7   (mgal)                       NAVD 88
 HX0921
 HX0921  VERT ORDER  -  SECOND    CLASS 0
 HX0921
 HX0921.The horizontal coordinates were scaled from a topographic map and have
 HX0921.an estimated accuracy of +/- 6 seconds.
 HX0921
 HX0921.The orthometric height was determined by differential leveling
 HX0921.and adjusted by the National Geodetic Survey in June 1991..
 HX0921
 HX0921.The geoid height was determined by GEOID03.
 HX0921
 HX0921.The dynamic height is computed by dividing the NAVD 88
 HX0921.geopotential number by the normal gravity value computed on the
 HX0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0921.degrees latitude (g = 980.6199 gals.).
 HX0921
 HX0921.The modeled gravity was interpolated from observed gravity values.
 HX0921
 HX0921;                    North         East    Units  Estimated Accuracy
 HX0921;SPC WV S     -   120,380.      665,380.      MT  (+/- 180 meters Scaled)
 HX0921
 HX0921                          SUPERSEDED SURVEY CONTROL
 HX0921
 HX0921  NGVD 29 (??/??/92)  692.038  (m)         2270.46   (f) ADJ UNCH    2 0
 HX0921
 HX0921.Superseded values are not recommended for survey control.
 HX0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0921.See file dsdata.txt to determine how the superseded data were derived.
 HX0921
 HX0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC653152(NAD 83)
 HX0921_MARKER: DB = BENCH MARK DISK
 HX0921_SETTING: 80 = SET IN A BOULDER
 HX0921_SP_SET: BOULDER
 HX0921_STAMPING: Y 251 1962
 HX0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0921+STABILITY: SURFACE MOTION
 HX0921
 HX0921  HISTORY     - Date     Condition        Report By
 HX0921  HISTORY     - 1962     MONUMENTED       CGS
 HX0921
 HX0921                          STATION DESCRIPTION
 HX0921
 HX0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0921'2.5 MI NE FROM DROOP.
 HX0921'0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 HX0921'DROOP, THENCE ABOUT 2.3 MILES NORTHEAST ALONG A GRAVEL ROAD, ABOUT
 HX0921'0.4 MILE NORTHWEST OF A COVERED BRIDGE OVER LOCUST CREEK,
 HX0921'SET ON TOP OF A ROCK BOULDER THAT IS ABOUT 4-BY 5-FOOT LONG
 HX0921'AND PROJECTS OUT OF THE MOUNTAIN SIDE, 72 FEET NORTHWEST OF A
 HX0921'GATE, 123 FEET SOUTH OF A 24-INCH MAPLE TREE, AND ABOUT LEVEL
 HX0921'WITH THE TRAIL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1861 ***********************************************************************
 HW1861  DESIGNATION -  Y 252
 HW1861  PID         -  HW1861
 HW1861  STATE/COUNTY-  WV/POCAHONTAS
 HW1861  USGS QUAD   -  CLOVER LICK (1995)
 HW1861
 HW1861                         *CURRENT SURVEY CONTROL
 HW1861  ___________________________________________________________________
 HW1861* NAD 83(1986)-  38 20 15.     (N)    079 58 47.     (W)     SCALED    
 HW1861* NAVD 88     -       713.015  (meters)    2339.28   (feet)  ADJUSTED  
 HW1861  ___________________________________________________________________
 HW1861  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HW1861  DYNAMIC HT  -         712.443 (meters)    2337.41  (feet)  COMP
 HW1861  MODELED GRAV-     979,803.5   (mgal)                       NAVD 88
 HW1861
 HW1861  VERT ORDER  -  SECOND    CLASS 0
 HW1861
 HW1861.The horizontal coordinates were scaled from a topographic map and have
 HW1861.an estimated accuracy of +/- 6 seconds.
 HW1861
 HW1861.The orthometric height was determined by differential leveling
 HW1861.and adjusted by the National Geodetic Survey in June 1991..
 HW1861
 HW1861.The geoid height was determined by GEOID03.
 HW1861
 HW1861.The dynamic height is computed by dividing the NAVD 88
 HW1861.geopotential number by the normal gravity value computed on the
 HW1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1861.degrees latitude (g = 980.6199 gals.).
 HW1861
 HW1861.The modeled gravity was interpolated from observed gravity values.
 HW1861
 HW1861;                    North         East    Units  Estimated Accuracy
 HW1861;SPC WV S     -   148,940.      689,190.      MT  (+/- 180 meters Scaled)
 HW1861
 HW1861                          SUPERSEDED SURVEY CONTROL
 HW1861
 HW1861  NGVD 29 (??/??/92)  713.086  (m)         2339.52   (f) ADJ UNCH    2 0
 HW1861
 HW1861.Superseded values are not recommended for survey control.
 HW1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1861.See file dsdata.txt to determine how the superseded data were derived.
 HW1861
 HW1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC891437(NAD 83)
 HW1861_MARKER: DB = BENCH MARK DISK
 HW1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1861_STAMPING: Y 252 1962
 HW1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1861+STABILITY: SURFACE MOTION
 HW1861
 HW1861  HISTORY     - Date     Condition        Report By
 HW1861  HISTORY     - 1962     MONUMENTED       CGS
 HW1861
 HW1861                          STATION DESCRIPTION
 HW1861
 HW1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1861'1 MI W FROM CLOVER LICK.
 HW1861'ABOUT 0.95 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HW1861'AT CLOVER LICK, 0.4 MILE WEST OF A ROAD LEADING SOUTHEAST, 0.2
 HW1861'MILE EAST OF BLACK TOP ROAD LEADING NORTHEAST TO STONY BOTTOM,
 HW1861'150 YARDS WEST OF A POINT WHERE ROAD CURVES TO SOUTHEAST, 138
 HW1861'YARDS EAST OF A FENCE CORNER, 1.4 FEET NORTH OF A FENCE, 1.5
 HW1861'FEET EAST OF A STEEL WITNESS POST, 16 FEET SOUTH OF CENTER LINE
 HW1861'OF ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0056 ***********************************************************************
 HX0056  DESIGNATION -  Y 253
 HX0056  PID         -  HX0056
 HX0056  STATE/COUNTY-  WV/RANDOLPH
 HX0056  USGS QUAD   -  VALLEY HEAD (1995)
 HX0056
 HX0056                         *CURRENT SURVEY CONTROL
 HX0056  ___________________________________________________________________
 HX0056* NAD 83(1986)-  38 34 41.     (N)    080 01 55.     (W)     SCALED    
 HX0056* NAVD 88     -       697.158  (meters)    2287.26   (feet)  ADJUSTED  
 HX0056  ___________________________________________________________________
 HX0056  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HX0056  DYNAMIC HT  -         696.625 (meters)    2285.51  (feet)  COMP
 HX0056  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 HX0056
 HX0056  VERT ORDER  -  FIRST     CLASS II
 HX0056
 HX0056.The horizontal coordinates were scaled from a topographic map and have
 HX0056.an estimated accuracy of +/- 6 seconds.
 HX0056
 HX0056.The orthometric height was determined by differential leveling
 HX0056.and adjusted by the National Geodetic Survey in June 1991..
 HX0056.WARNING-Repeat measurements at this control monument indicate possible
 HX0056.vertical movement.
 HX0056
 HX0056.The geoid height was determined by GEOID03.
 HX0056
 HX0056.The dynamic height is computed by dividing the NAVD 88
 HX0056.geopotential number by the normal gravity value computed on the
 HX0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0056.degrees latitude (g = 980.6199 gals.).
 HX0056
 HX0056.The modeled gravity was interpolated from observed gravity values.
 HX0056
 HX0056;                    North         East    Units  Estimated Accuracy
 HX0056;SPC WV S     -   175,590.      684,350.      MT  (+/- 180 meters Scaled)
 HX0056
 HX0056                          SUPERSEDED SURVEY CONTROL
 HX0056
 HX0056  NGVD 29 (??/??/92)  697.343  (m)         2287.87   (f) ADJ UNCH    1 2
 HX0056
 HX0056.Superseded values are not recommended for survey control.
 HX0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0056.See file dsdata.txt to determine how the superseded data were derived.
 HX0056
 HX0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC843703(NAD 83)
 HX0056_MARKER: DB = BENCH MARK DISK
 HX0056_SETTING: 66 = SET IN ROCK OUTCROP
 HX0056_SP_SET: ROCK CUT
 HX0056_STAMPING: Y 253 1962
 HX0056_MARK LOGO: CGS   
 HX0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0056+STABILITY: POSITION/ELEVATION WELL
 HX0056
 HX0056  HISTORY     - Date     Condition        Report By
 HX0056  HISTORY     - 1962     MONUMENTED       CGS
 HX0056  HISTORY     - 1983     GOOD             NGS
 HX0056
 HX0056                          STATION DESCRIPTION
 HX0056
 HX0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0056'1.6 MI NE FROM VALLEY HEAD.
 HX0056'ABOUT 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE
 HX0056'JUNCTION OF STATE HIGHWAY 15 AND U.S. HIGHWAY 219 AT VALLEY
 HX0056'HEAD, AT THE CREST OF A SMALL HILL, ON THE INSIDE OF A CURVE,
 HX0056'18 FEET EAST OF CENTER LINE OF HIGHWAY, 15 FEET SOUTHWEST OF
 HX0056'NORTHEAST END OF CUT, ABOUT 5 FEET ABOVE LEVEL OF HIGHWAY,
 HX0056'AND SET VERTICALLY IN NORTHWEST FACE OF A 35 FOOT LONG ROCK
 HX0056'CUT.
 HX0056
 HX0056                          STATION RECOVERY (1983)
 HX0056
 HX0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1983 ***********************************************************************
 HW1983  DESIGNATION -  Y 254
 HW1983  PID         -  HW1983
 HW1983  STATE/COUNTY-  WV/RANDOLPH
 HW1983  USGS QUAD   -  MILL CREEK (1995)
 HW1983
 HW1983                         *CURRENT SURVEY CONTROL
 HW1983  ___________________________________________________________________
 HW1983* NAD 83(1986)-  38 37 39.     (N)    079 53 01.     (W)     SCALED    
 HW1983* NAVD 88     -      1106.904  (meters)    3631.57   (feet)  ADJUSTED  
 HW1983  ___________________________________________________________________
 HW1983  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HW1983  DYNAMIC HT  -        1105.995 (meters)    3628.59  (feet)  COMP
 HW1983  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 HW1983
 HW1983  VERT ORDER  -  SECOND    CLASS 0
 HW1983
 HW1983.The horizontal coordinates were scaled from a topographic map and have
 HW1983.an estimated accuracy of +/- 6 seconds.
 HW1983
 HW1983.The orthometric height was determined by differential leveling
 HW1983.and adjusted by the National Geodetic Survey in June 1991..
 HW1983
 HW1983.The geoid height was determined by GEOID03.
 HW1983
 HW1983.The dynamic height is computed by dividing the NAVD 88
 HW1983.geopotential number by the normal gravity value computed on the
 HW1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1983.degrees latitude (g = 980.6199 gals.).
 HW1983
 HW1983.The modeled gravity was interpolated from observed gravity values.
 HW1983
 HW1983;                    North         East    Units  Estimated Accuracy
 HW1983;SPC WV S     -   181,220.      697,210.      MT  (+/- 180 meters Scaled)
 HW1983
 HW1983                          SUPERSEDED SURVEY CONTROL
 HW1983
 HW1983  NGVD 29 (??/??/92) 1106.974  (m)         3631.80   (f) ADJ UNCH    2 0
 HW1983
 HW1983.Superseded values are not recommended for survey control.
 HW1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1983.See file dsdata.txt to determine how the superseded data were derived.
 HW1983
 HW1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC971760(NAD 83)
 HW1983_MARKER: DB = BENCH MARK DISK
 HW1983_SETTING: 80 = SET IN A BOULDER
 HW1983_STAMPING: Y 254 1962
 HW1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1983+STABILITY: SURFACE MOTION
 HW1983
 HW1983  HISTORY     - Date     Condition        Report By
 HW1983  HISTORY     - 1962     MONUMENTED       CGS
 HW1983  HISTORY     - 20041108 GOOD             INDIV
 HW1983
 HW1983                          STATION DESCRIPTION
 HW1983
 HW1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1983'8.4 MI NW FROM DURBIN.
 HW1983'ABOUT 8.45 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 HW1983'OFFICE AT DURBIN, 252 FEET SOUTHWEST OF U.S. FOREST ROAD 46,
 HW1983'24 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, ABOUT 4 FEET
 HW1983'ABOVE LEVEL OF HIGHWAY, 1 FOOT ABOVE GROUND, AND SET VERTICALLY
 HW1983'IN THE NORTHWEST FACE OF A 5 FOOT WIDE EMBEDDED BOULDER.
 HW1983
 HW1983                          STATION RECOVERY (2004)
 HW1983
 HW1983'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRI)
 HW1983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0739 ***********************************************************************
 HX0739  DESIGNATION -  Y 255
 HX0739  PID         -  HX0739
 HX0739  STATE/COUNTY-  WV/POCAHONTAS
 HX0739  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0739
 HX0739                         *CURRENT SURVEY CONTROL
 HX0739  ___________________________________________________________________
 HX0739* NAD 83(1986)-  38 22 17.     (N)    080 16 27.     (W)     SCALED    
 HX0739* NAVD 88     -       842.201  (meters)    2763.12   (feet)  ADJUSTED  
 HX0739  ___________________________________________________________________
 HX0739  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HX0739  DYNAMIC HT  -         841.521 (meters)    2760.89  (feet)  COMP
 HX0739  MODELED GRAV-     979,791.7   (mgal)                       NAVD 88
 HX0739
 HX0739  VERT ORDER  -  SECOND    CLASS 0
 HX0739
 HX0739.The horizontal coordinates were scaled from a topographic map and have
 HX0739.an estimated accuracy of +/- 6 seconds.
 HX0739
 HX0739.The orthometric height was determined by differential leveling
 HX0739.and adjusted by the National Geodetic Survey in June 1991..
 HX0739
 HX0739.The geoid height was determined by GEOID03.
 HX0739
 HX0739.The dynamic height is computed by dividing the NAVD 88
 HX0739.geopotential number by the normal gravity value computed on the
 HX0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0739.degrees latitude (g = 980.6199 gals.).
 HX0739
 HX0739.The modeled gravity was interpolated from observed gravity values.
 HX0739
 HX0739;                    North         East    Units  Estimated Accuracy
 HX0739;SPC WV S     -   152,460.      663,420.      MT  (+/- 180 meters Scaled)
 HX0739
 HX0739                          SUPERSEDED SURVEY CONTROL
 HX0739
 HX0739  NGVD 29 (??/??/92)  842.299  (m)         2763.44   (f) ADJ UNCH    2 0
 HX0739
 HX0739.Superseded values are not recommended for survey control.
 HX0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0739.See file dsdata.txt to determine how the superseded data were derived.
 HX0739
 HX0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC634472(NAD 83)
 HX0739_MARKER: DB = BENCH MARK DISK
 HX0739_SETTING: 66 = SET IN ROCK OUTCROP
 HX0739_SP_SET: ROCK LEDGE
 HX0739_STAMPING: Y 255 1962
 HX0739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0739+STABILITY: POSITION/ELEVATION WELL
 HX0739
 HX0739  HISTORY     - Date     Condition        Report By
 HX0739  HISTORY     - 1962     MONUMENTED       CGS
 HX0739
 HX0739                          STATION DESCRIPTION
 HX0739
 HX0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0739'15.1 MI SE FROM DYER.
 HX0739'15.1 MILES SOUTHEAST ALONG THE WILLIAMS RIVER ROAD AND U.S.
 HX0739'FORESTRY ROAD 86 FROM THE DYER METHODIST CHURCH AT DYER, AT THE
 HX0739'MOUTH OF THE LOWER MANNOCK SHOALS RUN, AT CROSSING OF THE COUNTY
 HX0739'LINE TRAIL, SET ON TOP AT THE NORTHWEST EDGE OF THE TOP LEDGE
 HX0739'OF A LARGE ROCK THAT PROJECTS OUT FROM UNDER THE ROAD AND RIVER
 HX0739'BANK, 30 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.6
 HX0739'FEET WEST OF THE HIGHEST POINT OF THE ROCK, AND ABOUT 5 FEET ABOVE
 HX0739'THE LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK IS ABOUT 1.05
 HX0739'MILES NORTHWEST OF A 20-FOOT WOODEN BRIDGE OVER BRIDGE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0014 ***********************************************************************
 HX0014  DESIGNATION -  Y 256
 HX0014  PID         -  HX0014
 HX0014  STATE/COUNTY-  WV/WEBSTER
 HX0014  USGS QUAD   -  SKELT (1982)
 HX0014
 HX0014                         *CURRENT SURVEY CONTROL
 HX0014  ___________________________________________________________________
 HX0014* NAD 83(1986)-  38 31 39.     (N)    080 16 58.     (W)     SCALED    
 HX0014* NAVD 88     -       983.324  (meters)    3226.12   (feet)  ADJUSTED  
 HX0014  ___________________________________________________________________
 HX0014  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HX0014  DYNAMIC HT  -         982.519 (meters)    3223.48  (feet)  COMP
 HX0014  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 HX0014
 HX0014  VERT ORDER  -  SECOND    CLASS 0
 HX0014
 HX0014.The horizontal coordinates were scaled from a topographic map and have
 HX0014.an estimated accuracy of +/- 6 seconds.
 HX0014
 HX0014.The orthometric height was determined by differential leveling
 HX0014.and adjusted by the National Geodetic Survey in June 1991..
 HX0014
 HX0014.The geoid height was determined by GEOID03.
 HX0014
 HX0014.The dynamic height is computed by dividing the NAVD 88
 HX0014.geopotential number by the normal gravity value computed on the
 HX0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0014.degrees latitude (g = 980.6199 gals.).
 HX0014
 HX0014.The modeled gravity was interpolated from observed gravity values.
 HX0014
 HX0014;                    North         East    Units  Estimated Accuracy
 HX0014;SPC WV S     -   169,780.      662,540.      MT  (+/- 180 meters Scaled)
 HX0014
 HX0014                          SUPERSEDED SURVEY CONTROL
 HX0014
 HX0014  NGVD 29 (??/??/92)  983.429  (m)         3226.47   (f) ADJ UNCH    2 0
 HX0014
 HX0014.Superseded values are not recommended for survey control.
 HX0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0014.See file dsdata.txt to determine how the superseded data were derived.
 HX0014
 HX0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC625645(NAD 83)
 HX0014_MARKER: DB = BENCH MARK DISK
 HX0014_SETTING: 80 = SET IN A BOULDER
 HX0014_SP_SET: BOULDER
 HX0014_STAMPING: Y 256 1962
 HX0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0014+STABILITY: SURFACE MOTION
 HX0014
 HX0014  HISTORY     - Date     Condition        Report By
 HX0014  HISTORY     - 1962     MONUMENTED       CGS
 HX0014
 HX0014                          STATION DESCRIPTION
 HX0014
 HX0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0014'3.6 MI W FROM WANETA.
 HX0014'ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0014'AT WANETA, ALONG THE SOUTHEAST EDGE OF AN ABANDONED ROAD LEADING
 HX0014'SOUTHWEST, 30 1/2 FEET NORTHWEST OF TELEPHONE POLE 191, 19 FEET
 HX0014'SOUTH OF CENTER LINE OF HIGHWAY, 3 FEET SOUTH OF NORTH EDGE OF
 HX0014'BOULDER, 3.8 FEET SOUTHWEST OF NORTHEAST END OF BOULDER, ABOUT
 HX0014'1 FOOT ABOVE LEVEL OF HIGHWAY, AND SET ON TOP OF A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0177 ***********************************************************************
 HX0177  DESIGNATION -  Y 258
 HX0177  PID         -  HX0177
 HX0177  STATE/COUNTY-  WV/WEBSTER
 HX0177  USGS QUAD   -  DIANA (1982)
 HX0177
 HX0177                         *CURRENT SURVEY CONTROL
 HX0177  ___________________________________________________________________
 HX0177* NAD 83(1986)-  38 33 47.     (N)    080 25 42.     (W)     SCALED    
 HX0177* NAVD 88     -       439.547  (meters)    1442.08   (feet)  ADJUSTED  
 HX0177  ___________________________________________________________________
 HX0177  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HX0177  DYNAMIC HT  -         439.226 (meters)    1441.03  (feet)  COMP
 HX0177  MODELED GRAV-     979,883.6   (mgal)                       NAVD 88
 HX0177
 HX0177  VERT ORDER  -  SECOND    CLASS 0
 HX0177
 HX0177.The horizontal coordinates were scaled from a topographic map and have
 HX0177.an estimated accuracy of +/- 6 seconds.
 HX0177
 HX0177.The orthometric height was determined by differential leveling
 HX0177.and adjusted by the National Geodetic Survey in June 1991..
 HX0177
 HX0177.The geoid height was determined by GEOID03.
 HX0177
 HX0177.The dynamic height is computed by dividing the NAVD 88
 HX0177.geopotential number by the normal gravity value computed on the
 HX0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0177.degrees latitude (g = 980.6199 gals.).
 HX0177
 HX0177.The modeled gravity was interpolated from observed gravity values.
 HX0177
 HX0177;                    North         East    Units  Estimated Accuracy
 HX0177;SPC WV S     -   173,640.      649,820.      MT  (+/- 180 meters Scaled)
 HX0177
 HX0177                          SUPERSEDED SURVEY CONTROL
 HX0177
 HX0177  NGVD 29 (??/??/92)  439.705  (m)         1442.60   (f) ADJ UNCH    2 0
 HX0177
 HX0177.Superseded values are not recommended for survey control.
 HX0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0177.See file dsdata.txt to determine how the superseded data were derived.
 HX0177
 HX0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC498684(NAD 83)
 HX0177_MARKER: DB = BENCH MARK DISK
 HX0177_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX0177_SP_SET: UNSPECIFIED ROCK
 HX0177_STAMPING: Y 258 1962
 HX0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0177
 HX0177  HISTORY     - Date     Condition        Report By
 HX0177  HISTORY     - 1962     MONUMENTED       CGS
 HX0177
 HX0177                          STATION DESCRIPTION
 HX0177
 HX0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0177'1.1 MI E FROM DIANA.
 HX0177'ABOUT 1.1 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0177'AT DIANA, ON THE INSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX0177'NORTHEAST AND NORTHWEST, SET ON TOP OF A ROCK THAT IS ABOUT
 HX0177'21-BY 27-FOOT LONG, 44 FEET NORTH OF THE CENTER LINE OF THE
 HX0177'HIGHWAY, 90 FEET WEST OF A 36-INCH BOX CULVERT, 6.3 FEET EAST
 HX0177'OF THE WEST EDGE OF THE ROCK, AND ABOUT 6 FEET ABOVE THE LEVEL
 HX0177'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0247 ***********************************************************************
 HX0247  DESIGNATION -  Y 259
 HX0247  PID         -  HX0247
 HX0247  STATE/COUNTY-  WV/WEBSTER
 HX0247  USGS QUAD   -  HACKER VALLEY (1967)
 HX0247
 HX0247                         *CURRENT SURVEY CONTROL
 HX0247  ___________________________________________________________________
 HX0247* NAD 83(1986)-  38 39 01.     (N)    080 29 27.     (W)     SCALED    
 HX0247* NAVD 88     -       311.454  (meters)    1021.83   (feet)  ADJUSTED  
 HX0247  ___________________________________________________________________
 HX0247  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HX0247  DYNAMIC HT  -         311.240 (meters)    1021.13  (feet)  COMP
 HX0247  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 HX0247
 HX0247  VERT ORDER  -  SECOND    CLASS 0
 HX0247
 HX0247.The horizontal coordinates were scaled from a topographic map and have
 HX0247.an estimated accuracy of +/- 6 seconds.
 HX0247
 HX0247.The orthometric height was determined by differential leveling
 HX0247.and adjusted by the National Geodetic Survey in June 1991..
 HX0247
 HX0247.The geoid height was determined by GEOID03.
 HX0247
 HX0247.The dynamic height is computed by dividing the NAVD 88
 HX0247.geopotential number by the normal gravity value computed on the
 HX0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0247.degrees latitude (g = 980.6199 gals.).
 HX0247
 HX0247.The modeled gravity was interpolated from observed gravity values.
 HX0247
 HX0247;                    North         East    Units  Estimated Accuracy
 HX0247;SPC WV S     -   183,290.      644,320.      MT  (+/- 180 meters Scaled)
 HX0247
 HX0247                          SUPERSEDED SURVEY CONTROL
 HX0247
 HX0247  NGVD 29 (??/??/92)  311.633  (m)         1022.42   (f) ADJ UNCH    2 0
 HX0247
 HX0247.Superseded values are not recommended for survey control.
 HX0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0247.See file dsdata.txt to determine how the superseded data were derived.
 HX0247
 HX0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC443780(NAD 83)
 HX0247_MARKER: DB = BENCH MARK DISK
 HX0247_SETTING: 80 = SET IN A BOULDER
 HX0247_SP_SET: BOULDER
 HX0247_STAMPING: Y 259 1962
 HX0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0247+STABILITY: SURFACE MOTION
 HX0247
 HX0247  HISTORY     - Date     Condition        Report By
 HX0247  HISTORY     - 1962     MONUMENTED       CGS
 HX0247
 HX0247                          STATION DESCRIPTION
 HX0247
 HX0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0247'2.8 MI NW FROM GUARDIAN.
 HX0247'ABOUT 2.8 MILES NORTHWEST ALONG THE HOLLY RIVER ROAD THAT FOLLOWS
 HX0247'ALONG THE RIGHT FORK OF THE HOLLY RIVER FROM THE POST OFFICE
 HX0247'AT GUARDIAN, ON THE OUTSIDE AT THE EAST END OF A CURVE WITH THE
 HX0247'TANGENTS EXTENDING TO THE SOUTHWEST AND EAST, SET VERTICALLY IN
 HX0247'THE SOUTH FACE OF AN EMBEDDED BOULDER THAT IS 21 FEET LONG AND 3
 HX0247'FEET HIGH, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 1/2
 HX0247'FEET EAST OF THE WEST EDGE OF THE ROCK, AND ABOUT 2 FEET ABOVE THE
 HX0247'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0950 ***********************************************************************
 JW0950  DESIGNATION -  Y 26
 JW0950  PID         -  JW0950
 JW0950  STATE/COUNTY-  WV/MONONGALIA
 JW0950  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0950
 JW0950                         *CURRENT SURVEY CONTROL
 JW0950  ___________________________________________________________________
 JW0950* NAD 83(1986)-  39 42 02.     (N)    079 59 43.     (W)     SCALED    
 JW0950* NAVD 88     -       275.596  (meters)     904.18   (feet)  ADJUSTED  
 JW0950  ___________________________________________________________________
 JW0950  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JW0950  DYNAMIC HT  -         275.434 (meters)     903.65  (feet)  COMP
 JW0950  MODELED GRAV-     980,034.6   (mgal)                       NAVD 88
 JW0950
 JW0950  VERT ORDER  -  SECOND    CLASS 0
 JW0950
 JW0950.The horizontal coordinates were scaled from a topographic map and have
 JW0950.an estimated accuracy of +/- 6 seconds.
 JW0950
 JW0950.The orthometric height was determined by differential leveling
 JW0950.and adjusted by the National Geodetic Survey in June 1991..
 JW0950
 JW0950.The geoid height was determined by GEOID03.
 JW0950
 JW0950.The dynamic height is computed by dividing the NAVD 88
 JW0950.geopotential number by the normal gravity value computed on the
 JW0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0950.degrees latitude (g = 980.6199 gals.).
 JW0950
 JW0950.The modeled gravity was interpolated from observed gravity values.
 JW0950
 JW0950;                    North         East    Units  Estimated Accuracy
 JW0950;SPC WV N     -   133,400.      557,530.      MT  (+/- 180 meters Scaled)
 JW0950
 JW0950                          SUPERSEDED SURVEY CONTROL
 JW0950
 JW0950  NGVD 29 (??/??/92)  275.72   (m)          904.6    (f) COMPUTED    2 0
 JW0950
 JW0950.Superseded values are not recommended for survey control.
 JW0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0950.See file dsdata.txt to determine how the superseded data were derived.
 JW0950
 JW0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND861950(NAD 83)
 JW0950_MARKER: DB = BENCH MARK DISK
 JW0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0950_STAMPING: Y 26 1935
 JW0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0950+STABILITY: SURFACE MOTION
 JW0950
 JW0950  HISTORY     - Date     Condition        Report By
 JW0950  HISTORY     - 1935     MONUMENTED       CGS
 JW0950  HISTORY     - 1957     MARK NOT FOUND   NGS
 JW0950
 JW0950                          STATION DESCRIPTION
 JW0950
 JW0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JW0950'2.2 MI NW FROM MAIDSVILLE.
 JW0950'2.2 MILES NORTHWEST ALONG U.S. HIGHWAY 19 FROM THE MONONGAHELA
 JW0950'RIVER AT MAIDSVILLE, MONONGALIA COUNTY, 48 FEET WEST OF THE
 JW0950'ENTRANCE TO HART COAL CO. MINE NO. 1, 30 FEET SOUTH OF A GAS WELL,
 JW0950'AND 25 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A
 JW0950'STANDARD DISK, STAMPED Y 26 1935 AND SET IN THE TOP OF A CONCRETE
 JW0950'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0279 ***********************************************************************
 HX0279  DESIGNATION -  Y 260
 HX0279  PID         -  HX0279
 HX0279  STATE/COUNTY-  WV/WEBSTER
 HX0279  USGS QUAD   -  SKELT (1982)
 HX0279
 HX0279                         *CURRENT SURVEY CONTROL
 HX0279  ___________________________________________________________________
 HX0279* NAD 83(1986)-  38 36 02.     (N)    080 15 19.     (W)     SCALED    
 HX0279* NAVD 88     -       911.358  (meters)    2990.01   (feet)  ADJUSTED  
 HX0279  ___________________________________________________________________
 HX0279  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX0279  DYNAMIC HT  -         910.644 (meters)    2987.67  (feet)  COMP
 HX0279  MODELED GRAV-     979,812.9   (mgal)                       NAVD 88
 HX0279
 HX0279  VERT ORDER  -  SECOND    CLASS 0
 HX0279
 HX0279.The horizontal coordinates were scaled from a topographic map and have
 HX0279.an estimated accuracy of +/- 6 seconds.
 HX0279
 HX0279.The orthometric height was determined by differential leveling
 HX0279.and adjusted by the National Geodetic Survey in June 1991..
 HX0279
 HX0279.The geoid height was determined by GEOID03.
 HX0279
 HX0279.The dynamic height is computed by dividing the NAVD 88
 HX0279.geopotential number by the normal gravity value computed on the
 HX0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0279.degrees latitude (g = 980.6199 gals.).
 HX0279
 HX0279.The modeled gravity was interpolated from observed gravity values.
 HX0279
 HX0279;                    North         East    Units  Estimated Accuracy
 HX0279;SPC WV S     -   177,910.      664,870.      MT  (+/- 180 meters Scaled)
 HX0279
 HX0279                          SUPERSEDED SURVEY CONTROL
 HX0279
 HX0279  NGVD 29 (??/??/92)  911.492  (m)         2990.45   (f) ADJ UNCH    2 0
 HX0279
 HX0279.Superseded values are not recommended for survey control.
 HX0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0279.See file dsdata.txt to determine how the superseded data were derived.
 HX0279
 HX0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC648727(NAD 83)
 HX0279_MARKER: DB = BENCH MARK DISK
 HX0279_SETTING: 66 = SET IN ROCK OUTCROP
 HX0279_SP_SET: ROCK PROJECTION
 HX0279_STAMPING: Y 260 1962
 HX0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0279+STABILITY: POSITION/ELEVATION WELL
 HX0279
 HX0279  HISTORY     - Date     Condition        Report By
 HX0279  HISTORY     - 1962     MONUMENTED       CGS
 HX0279
 HX0279                          STATION DESCRIPTION
 HX0279
 HX0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0279'5.3 MI SW FROM PICKENS.
 HX0279'ABOUT 5.3 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO SKELT
 HX0279'FROM THE POST OFFICE AT PICKENS, ON THE INSIDE AT THE NORTHEAST
 HX0279'END OF A CURVE WITH TANGENTS EXTENDING TO THE NORTHEAST AND WEST,
 HX0279'SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK THAT IS ABOUT
 HX0279'6 FEET LONG AND IS PROJECTING OUT OF THE ROAD BANK, 10 FEET
 HX0279'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 9 1/2 FEET NORTHWEST
 HX0279'OF A WIRE FENCE, 1.7 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 HX0279'ROCK, ABOUT 100 YARDS NORTHEAST OF A BARN ON A SIDE ROAD, AND
 HX0279'IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0299 ***********************************************************************
 HX0299  DESIGNATION -  Y 261
 HX0299  PID         -  HX0299
 HX0299  STATE/COUNTY-  WV/WEBSTER
 HX0299  USGS QUAD   -  GOSHEN (1987)
 HX0299
 HX0299                         *CURRENT SURVEY CONTROL
 HX0299  ___________________________________________________________________
 HX0299* NAD 83(1986)-  38 39 44.     (N)    080 16 53.     (W)     SCALED    
 HX0299* NAVD 88     -       862.212  (meters)    2828.77   (feet)  ADJUSTED  
 HX0299  ___________________________________________________________________
 HX0299  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX0299  DYNAMIC HT  -         861.558 (meters)    2826.63  (feet)  COMP
 HX0299  MODELED GRAV-     979,839.8   (mgal)                       NAVD 88
 HX0299
 HX0299  VERT ORDER  -  SECOND    CLASS 0
 HX0299
 HX0299.The horizontal coordinates were scaled from a topographic map and have
 HX0299.an estimated accuracy of +/- 6 seconds.
 HX0299
 HX0299.The orthometric height was determined by differential leveling
 HX0299.and adjusted by the National Geodetic Survey in June 1991..
 HX0299
 HX0299.The geoid height was determined by GEOID03.
 HX0299
 HX0299.The dynamic height is computed by dividing the NAVD 88
 HX0299.geopotential number by the normal gravity value computed on the
 HX0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0299.degrees latitude (g = 980.6199 gals.).
 HX0299
 HX0299.The modeled gravity was interpolated from observed gravity values.
 HX0299
 HX0299;                    North         East    Units  Estimated Accuracy
 HX0299;SPC WV S     -   184,730.      662,540.      MT  (+/- 180 meters Scaled)
 HX0299
 HX0299                          SUPERSEDED SURVEY CONTROL
 HX0299
 HX0299  NGVD 29 (??/??/92)  862.355  (m)         2829.24   (f) ADJ UNCH    2 0
 HX0299
 HX0299.Superseded values are not recommended for survey control.
 HX0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0299.See file dsdata.txt to determine how the superseded data were derived.
 HX0299
 HX0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC625795(NAD 83)
 HX0299_MARKER: DB = BENCH MARK DISK
 HX0299_SETTING: 80 = SET IN A BOULDER
 HX0299_SP_SET: BOULDER
 HX0299_STAMPING: Y 261 1962
 HX0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0299+STABILITY: SURFACE MOTION
 HX0299
 HX0299  HISTORY     - Date     Condition        Report By
 HX0299  HISTORY     - 1962     MONUMENTED       CGS
 HX0299
 HX0299                          STATION DESCRIPTION
 HX0299
 HX0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0299'5.4 MI W FROM PICKENS.
 HX0299'ABOUT 5.4 MILES NORTHWEST AND THEN WEST ALONG A GRAVEL ROAD
 HX0299'FROM THE POST OFFICE AT PICKENS, SET ON TOP OF A LARGE BOULDER
 HX0299'THAT IS ABOUT 12-BY 20-FOOT LONG, 22 1/2 FEET NORTH OF THE
 HX0299'CENTER LINE OF THE ROAD, 0.5 FOOT WEST OF THE EAST EDGE OF THE
 HX0299'ROAD, 3 FEET ABOVE THE GROUND, AND ABOUT 10 FEET ABOVE THE
 HX0299'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0241 ***********************************************************************
 HX0241  DESIGNATION -  Y 262
 HX0241  PID         -  HX0241
 HX0241  STATE/COUNTY-  WV/WEBSTER
 HX0241  USGS QUAD   -  HACKER VALLEY (1967)
 HX0241
 HX0241                         *CURRENT SURVEY CONTROL
 HX0241  ___________________________________________________________________
 HX0241* NAD 83(1986)-  38 40 04.     (N)    080 28 59.     (W)     SCALED    
 HX0241* NAVD 88     -       316.044  (meters)    1036.89   (feet)  ADJUSTED  
 HX0241  ___________________________________________________________________
 HX0241  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HX0241  DYNAMIC HT  -         315.828 (meters)    1036.18  (feet)  COMP
 HX0241  MODELED GRAV-     979,935.0   (mgal)                       NAVD 88
 HX0241
 HX0241  VERT ORDER  -  SECOND    CLASS 0
 HX0241
 HX0241.The horizontal coordinates were scaled from a topographic map and have
 HX0241.an estimated accuracy of +/- 6 seconds.
 HX0241
 HX0241.The orthometric height was determined by differential leveling
 HX0241.and adjusted by the National Geodetic Survey in June 1991..
 HX0241
 HX0241.The geoid height was determined by GEOID03.
 HX0241
 HX0241.The dynamic height is computed by dividing the NAVD 88
 HX0241.geopotential number by the normal gravity value computed on the
 HX0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0241.degrees latitude (g = 980.6199 gals.).
 HX0241
 HX0241.The modeled gravity was interpolated from observed gravity values.
 HX0241
 HX0241;                    North         East    Units  Estimated Accuracy
 HX0241;SPC WV S     -   185,230.      644,990.      MT  (+/- 180 meters Scaled)
 HX0241
 HX0241                          SUPERSEDED SURVEY CONTROL
 HX0241
 HX0241  NGVD 29 (??/??/92)  316.225  (m)         1037.48   (f) ADJ UNCH    2 0
 HX0241
 HX0241.Superseded values are not recommended for survey control.
 HX0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0241.See file dsdata.txt to determine how the superseded data were derived.
 HX0241
 HX0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC449800(NAD 83)
 HX0241_MARKER: DB = BENCH MARK DISK
 HX0241_SETTING: 80 = SET IN A BOULDER
 HX0241_SP_SET: BOULDER
 HX0241_STAMPING: Y 262 1962
 HX0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0241+STABILITY: SURFACE MOTION
 HX0241
 HX0241  HISTORY     - Date     Condition        Report By
 HX0241  HISTORY     - 1962     MONUMENTED       CGS
 HX0241
 HX0241                          STATION DESCRIPTION
 HX0241
 HX0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0241'7.9 MI E FROM NEWVILLE.
 HX0241'ABOUT 3.6 MILES EAST ALONG A ROAD THAT LEADS TO KANAWHA CAMP
 HX0241'FROM THE POST OFFICE AT NEWVILLE, THENCE 4.3 MILES NORTHEAST
 HX0241'AND THEN EAST ALONG THE HOLLY RIVER ROAD THAT FOLLOWS ALONG THE
 HX0241'LEFT FORK OF THE HOLLY RIVER, SET ON TOP OF A LARGE FLAT BOULDER
 HX0241'THAT IS ABOUT 24-BY 36-FOOT LONG AND IS EMBEDDED IN THE GROUND
 HX0241'ON THE SOUTH SIDE OF THE RIVER, 8 1/2 FEET NORTH OF THE CENTER
 HX0241'LINE OF THE ROAD, 2 FEET EAST OF THE WEST EDGE OF THE BOULDER,
 HX0241'AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1580 ***********************************************************************
 HX1580  DESIGNATION -  Y 263
 HX1580  PID         -  HX1580
 HX1580  STATE/COUNTY-  WV/WEBSTER
 HX1580  USGS QUAD   -  ERBACON (1976)
 HX1580
 HX1580                         *CURRENT SURVEY CONTROL
 HX1580  ___________________________________________________________________
 HX1580* NAD 83(1986)-  38 34 47.     (N)    080 35 10.     (W)     SCALED    
 HX1580* NAVD 88     -       347.142  (meters)    1138.91   (feet)  ADJUSTED  
 HX1580  ___________________________________________________________________
 HX1580  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HX1580  DYNAMIC HT  -         346.895 (meters)    1138.10  (feet)  COMP
 HX1580  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 HX1580
 HX1580  VERT ORDER  -  SECOND    CLASS 0
 HX1580
 HX1580.The horizontal coordinates were scaled from a topographic map and have
 HX1580.an estimated accuracy of +/- 6 seconds.
 HX1580
 HX1580.The orthometric height was determined by differential leveling
 HX1580.and adjusted by the National Geodetic Survey in June 1991..
 HX1580
 HX1580.The geoid height was determined by GEOID03.
 HX1580
 HX1580.The dynamic height is computed by dividing the NAVD 88
 HX1580.geopotential number by the normal gravity value computed on the
 HX1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1580.degrees latitude (g = 980.6199 gals.).
 HX1580
 HX1580.The modeled gravity was interpolated from observed gravity values.
 HX1580
 HX1580;                    North         East    Units  Estimated Accuracy
 HX1580;SPC WV S     -   175,410.      636,060.      MT  (+/- 180 meters Scaled)
 HX1580
 HX1580                          SUPERSEDED SURVEY CONTROL
 HX1580
 HX1580  NGVD 29 (??/??/92)  347.320  (m)         1139.50   (f) ADJ UNCH    2 0
 HX1580
 HX1580.Superseded values are not recommended for survey control.
 HX1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1580.See file dsdata.txt to determine how the superseded data were derived.
 HX1580
 HX1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC360702(NAD 83)
 HX1580_MARKER: DB = BENCH MARK DISK
 HX1580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1580_SP_SET: ABUTMENT
 HX1580_STAMPING: Y 263 1962
 HX1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1580
 HX1580  HISTORY     - Date     Condition        Report By
 HX1580  HISTORY     - 1962     MONUMENTED       CGS
 HX1580
 HX1580                          STATION DESCRIPTION
 HX1580
 HX1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1580'3 MI S FROM CENTRALIA.
 HX1580'ABOUT 3.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX1580'FROM THE STATION AT CENTRALIA, 0.1 MILE SOUTH OF POLE 101, 3
 HX1580'FEET NORTHEAST OF NORTHEAST RAIL, 1 FOOT SOUTHWEST OF NORTHEAST
 HX1580'END OF ABUTMENT, ABOUT 5 FEET BELOW LEVEL OF TRACK, AND SET
 HX1580'ON TOP OF SOUTHEAST ABUTMENT (SEAT) OF BRIDGE OVER LAUREL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2071 ***********************************************************************
 HW2071  DESIGNATION -  Y 264
 HW2071  PID         -  HW2071
 HW2071  STATE/COUNTY-  WV/RANDOLPH
 HW2071  USGS QUAD   -  BEVERLY EAST (1995)
 HW2071
 HW2071                         *CURRENT SURVEY CONTROL
 HW2071  ___________________________________________________________________
 HW2071* NAD 83(1986)-  38 49 35.     (N)    079 52 28.     (W)     SCALED    
 HW2071* NAVD 88     -       596.121  (meters)    1955.77   (feet)  ADJUSTED  
 HW2071  ___________________________________________________________________
 HW2071  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HW2071  DYNAMIC HT  -         595.690 (meters)    1954.36  (feet)  COMP
 HW2071  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 HW2071
 HW2071  VERT ORDER  -  FIRST     CLASS II
 HW2071
 HW2071.The horizontal coordinates were scaled from a topographic map and have
 HW2071.an estimated accuracy of +/- 6 seconds.
 HW2071
 HW2071.The orthometric height was determined by differential leveling
 HW2071.and adjusted by the National Geodetic Survey in June 1991..
 HW2071
 HW2071.The geoid height was determined by GEOID03.
 HW2071
 HW2071.The dynamic height is computed by dividing the NAVD 88
 HW2071.geopotential number by the normal gravity value computed on the
 HW2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2071.degrees latitude (g = 980.6199 gals.).
 HW2071
 HW2071.The modeled gravity was interpolated from observed gravity values.
 HW2071
 HW2071;                    North         East    Units  Estimated Accuracy
 HW2071;SPC WV S     -   203,310.      697,740.      MT  (+/- 180 meters Scaled)
 HW2071
 HW2071                          SUPERSEDED SURVEY CONTROL
 HW2071
 HW2071  NGVD 29 (??/??/92)  596.281  (m)         1956.30   (f) ADJ UNCH    1 2
 HW2071
 HW2071.Superseded values are not recommended for survey control.
 HW2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2071.See file dsdata.txt to determine how the superseded data were derived.
 HW2071
 HW2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC977981(NAD 83)
 HW2071_MARKER: DB = BENCH MARK DISK
 HW2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2071_STAMPING: Y 264 1962
 HW2071_MARK LOGO: CGS   
 HW2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2071+STABILITY: SURFACE MOTION
 HW2071
 HW2071  HISTORY     - Date     Condition        Report By
 HW2071  HISTORY     - 1962     MONUMENTED       CGS
 HW2071  HISTORY     - 1983     GOOD             NGS
 HW2071
 HW2071                          STATION DESCRIPTION
 HW2071
 HW2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2071'1 MI S FROM BEVERLY.
 HW2071'ABOUT 1.0 MILE SOUTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2071'POST OFFICE AT BEVERLY, ON THE OUTSIDE OF A CURVE WITH THE
 HW2071'TANGENTS EXTENDING TO THE NORTHEAST AND SOUTH, SET AT THE SOUTHEAST
 HW2071'CORNER OF A YARD THAT IS AROUND A HOUSE PRESENTLY OWNED BY
 HW2071'A MR. J.O. CHANNELL, 30 1/2 FEET NORTHWEST OF THE CENTER LINE
 HW2071'OF THE HIGHWAY, 114 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 HW2071'OF A GRAVEL ROAD LEADING EAST, 13 FEET NORTH OF THE CENTER LINE
 HW2071'OF A PRIVATE DRIVE LEADING WEST, 4.4 FEET NORTHWEST OF A WIRE
 HW2071'FENCE CORNER POST, 2 FEET NORTH OF A STEEL WITNESS POST, ABOUT
 HW2071'LEVEL WITH THE HIGHWAY, AND IS SET IN THE TOP OF A CONCRETE
 HW2071'POST THAT PROJECTS ABOUT 2-INCHES.
 HW2071
 HW2071                          STATION RECOVERY (1983)
 HW2071
 HW2071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2154 ***********************************************************************
 HW2154  DESIGNATION -  Y 265
 HW2154  PID         -  HW2154
 HW2154  STATE/COUNTY-  WV/POCAHONTAS
 HW2154  USGS QUAD   -  CASS (1995)
 HW2154
 HW2154                         *CURRENT SURVEY CONTROL
 HW2154  ___________________________________________________________________
 HW2154* NAD 83(1986)-  38 23 30.     (N)    079 55 17.     (W)     SCALED    
 HW2154* NAVD 88     -       739.810  (meters)    2427.19   (feet)  ADJUSTED  
 HW2154  ___________________________________________________________________
 HW2154  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HW2154  DYNAMIC HT  -         739.218 (meters)    2425.25  (feet)  COMP
 HW2154  MODELED GRAV-     979,803.5   (mgal)                       NAVD 88
 HW2154
 HW2154  VERT ORDER  -  SECOND    CLASS 0
 HW2154
 HW2154.The horizontal coordinates were scaled from a topographic map and have
 HW2154.an estimated accuracy of +/- 6 seconds.
 HW2154
 HW2154.The orthometric height was determined by differential leveling
 HW2154.and adjusted by the National Geodetic Survey in June 1991..
 HW2154
 HW2154.The geoid height was determined by GEOID03.
 HW2154
 HW2154.The dynamic height is computed by dividing the NAVD 88
 HW2154.geopotential number by the normal gravity value computed on the
 HW2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2154.degrees latitude (g = 980.6199 gals.).
 HW2154
 HW2154.The modeled gravity was interpolated from observed gravity values.
 HW2154
 HW2154;                    North         East    Units  Estimated Accuracy
 HW2154;SPC WV S     -   155,010.      694,220.      MT  (+/- 180 meters Scaled)
 HW2154
 HW2154                          SUPERSEDED SURVEY CONTROL
 HW2154
 HW2154  NGVD 29 (??/??/92)  739.885  (m)         2427.44   (f) ADJ UNCH    2 0
 HW2154
 HW2154.Superseded values are not recommended for survey control.
 HW2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2154.See file dsdata.txt to determine how the superseded data were derived.
 HW2154
 HW2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC941498(NAD 83)
 HW2154_MARKER: DB = BENCH MARK DISK
 HW2154_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HW2154_SP_SET: ABUTMENT
 HW2154_STAMPING: Y 265 1962
 HW2154_MARK LOGO: CGS   
 HW2154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2154
 HW2154  HISTORY     - Date     Condition        Report By
 HW2154  HISTORY     - 1962     MONUMENTED       CGS
 HW2154  HISTORY     - 19700826 GOOD             USAF
 HW2154
 HW2154                          STATION DESCRIPTION
 HW2154
 HW2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2154'0.9 MI S FROM CASS.
 HW2154'ABOUT 0.9 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HW2154'FROM THE STATION AT CASS, SET IN TOP OF EAST END OF SOUTH
 HW2154'ABUTMENT OF STONE RAILROAD BRIDGE 801, ABOUT 0.1 MILE NORTH OF
 HW2154'MILEPOST 80, 7 1/2 FEET EAST OF THE EAST RAIL, AND ABOUT 3
 HW2154'FEET BELOW THE LEVEL OF THE TRACK.
 HW2154
 HW2154                          STATION RECOVERY (1970)
 HW2154
 HW2154'RECOVERY NOTE BY US AIR FORCE 1970
 HW2154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1498 ***********************************************************************
 HX1498  DESIGNATION -  Y 266
 HX1498  PID         -  HX1498
 HX1498  STATE/COUNTY-  WV/BRAXTON
 HX1498  USGS QUAD   -  BURNSVILLE (1989)
 HX1498
 HX1498                         *CURRENT SURVEY CONTROL
 HX1498  ___________________________________________________________________
 HX1498* NAD 83(1986)-  38 45 42.     (N)    080 38 28.     (W)     SCALED    
 HX1498* NAVD 88     -       265.944  (meters)     872.52   (feet)  ADJUSTED  
 HX1498  ___________________________________________________________________
 HX1498  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HX1498  DYNAMIC HT  -         265.768 (meters)     871.94  (feet)  COMP
 HX1498  MODELED GRAV-     979,958.6   (mgal)                       NAVD 88
 HX1498
 HX1498  VERT ORDER  -  SECOND    CLASS 0
 HX1498
 HX1498.The horizontal coordinates were scaled from a topographic map and have
 HX1498.an estimated accuracy of +/- 6 seconds.
 HX1498
 HX1498.The orthometric height was determined by differential leveling
 HX1498.and adjusted by the National Geodetic Survey in June 1991..
 HX1498
 HX1498.The geoid height was determined by GEOID03.
 HX1498
 HX1498.The dynamic height is computed by dividing the NAVD 88
 HX1498.geopotential number by the normal gravity value computed on the
 HX1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1498.degrees latitude (g = 980.6199 gals.).
 HX1498
 HX1498.The modeled gravity was interpolated from observed gravity values.
 HX1498
 HX1498;                    North         East    Units  Estimated Accuracy
 HX1498;SPC WV S     -   195,590.      631,190.      MT  (+/- 180 meters Scaled)
 HX1498
 HX1498                          SUPERSEDED SURVEY CONTROL
 HX1498
 HX1498  NGVD 29 (??/??/92)  266.141  (m)          873.16   (f) ADJ UNCH    2 0
 HX1498
 HX1498.Superseded values are not recommended for survey control.
 HX1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1498.See file dsdata.txt to determine how the superseded data were derived.
 HX1498
 HX1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC311903(NAD 83)
 HX1498_MARKER: DB = BENCH MARK DISK
 HX1498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1498_SP_SET: CULVERT
 HX1498_STAMPING: Y 266 1962
 HX1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1498
 HX1498  HISTORY     - Date     Condition        Report By
 HX1498  HISTORY     - 1962     MONUMENTED       CGS
 HX1498
 HX1498                          STATION DESCRIPTION
 HX1498
 HX1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1498'AT HEATERS.
 HX1498'AT HEATERS, ABOUT 100 YARDS SOUTHEAST OF THE BALTIMORE AND OHIO
 HX1498'RAILROAD STATION, 288 FEET EAST OF THE POST OFFICE, SET ON TOP
 HX1498'OF THE WEST END OF THE SOUTH HEAD WALL OF A 10-FOOT CONCRETE
 HX1498'BOX CULVERT UNDER STATE HIGHWAY 4, 17 FEET SOUTH OF THE CENTER
 HX1498'LINE OF THE HIGHWAY, AND ABOUT 6-INCHES ABOVE THE LEVEL OF THE
 HX1498'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0158 ***********************************************************************
 HX0158  DESIGNATION -  Y 267
 HX0158  PID         -  HX0158
 HX0158  STATE/COUNTY-  WV/LEWIS
 HX0158  USGS QUAD   -  WALKERSVILLE (1976)
 HX0158
 HX0158                         *CURRENT SURVEY CONTROL
 HX0158  ___________________________________________________________________
 HX0158* NAD 83(1986)-  38 50 00.     (N)    080 23 51.     (W)     SCALED    
 HX0158* NAVD 88     -       468.829  (meters)    1538.15   (feet)  ADJUSTED  
 HX0158  ___________________________________________________________________
 HX0158  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HX0158  DYNAMIC HT  -         468.508 (meters)    1537.10  (feet)  COMP
 HX0158  MODELED GRAV-     979,928.7   (mgal)                       NAVD 88
 HX0158
 HX0158  VERT ORDER  -  SECOND    CLASS 0
 HX0158
 HX0158.The horizontal coordinates were scaled from a topographic map and have
 HX0158.an estimated accuracy of +/- 6 seconds.
 HX0158
 HX0158.The orthometric height was determined by differential leveling
 HX0158.and adjusted by the National Geodetic Survey in June 1991..
 HX0158
 HX0158.The geoid height was determined by GEOID03.
 HX0158
 HX0158.The dynamic height is computed by dividing the NAVD 88
 HX0158.geopotential number by the normal gravity value computed on the
 HX0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0158.degrees latitude (g = 980.6199 gals.).
 HX0158
 HX0158.The modeled gravity was interpolated from observed gravity values.
 HX0158
 HX0158;                    North         East    Units  Estimated Accuracy
 HX0158;SPC WV S     -   203,660.      652,310.      MT  (+/- 180 meters Scaled)
 HX0158
 HX0158                          SUPERSEDED SURVEY CONTROL
 HX0158
 HX0158  NGVD 29 (??/??/92)  469.011  (m)         1538.75   (f) ADJ UNCH    2 0
 HX0158
 HX0158.Superseded values are not recommended for survey control.
 HX0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0158.See file dsdata.txt to determine how the superseded data were derived.
 HX0158
 HX0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC522984(NAD 83)
 HX0158_MARKER: DB = BENCH MARK DISK
 HX0158_SETTING: 80 = SET IN A BOULDER
 HX0158_SP_SET: BOULDER
 HX0158_STAMPING: Y 267 1962
 HX0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0158+STABILITY: SURFACE MOTION
 HX0158
 HX0158  HISTORY     - Date     Condition        Report By
 HX0158  HISTORY     - 1962     MONUMENTED       CGS
 HX0158
 HX0158                          STATION DESCRIPTION
 HX0158
 HX0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0158'4 MI W FROM ROCK CAVE.
 HX0158'ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE
 HX0158'AT ROCK CAVE, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS
 HX0158'EXTENDING TO THE NORTHWEST AND NORTHEAST, 0.2 MILE SOUTHWEST
 HX0158'OF THE LEWIS AND UPSHUR COUNTY LINE, SET VERTICALLY IN THE
 HX0158'NORTH FACE OF AN EMBEDDED BOULDER THAT IS 12 FEET LONG AND
 HX0158'PROJECTS OUT OF THE BANK, 22 FEET NORTH OF THE CENTER LINE OF
 HX0158'THE HIGHWAY, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0229 ***********************************************************************
 HX0229  DESIGNATION -  Y 268
 HX0229  PID         -  HX0229
 HX0229  STATE/COUNTY-  WV/WEBSTER
 HX0229  USGS QUAD   -  WALKERSVILLE (1976)
 HX0229
 HX0229                         *CURRENT SURVEY CONTROL
 HX0229  ___________________________________________________________________
 HX0229* NAD 83(1986)-  38 45 07.     (N)    080 25 05.     (W)     SCALED    
 HX0229* NAVD 88     -       393.252  (meters)    1290.19   (feet)  ADJUSTED  
 HX0229  ___________________________________________________________________
 HX0229  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HX0229  DYNAMIC HT  -         392.982 (meters)    1289.31  (feet)  COMP
 HX0229  MODELED GRAV-     979,930.1   (mgal)                       NAVD 88
 HX0229
 HX0229  VERT ORDER  -  SECOND    CLASS 0
 HX0229
 HX0229.The horizontal coordinates were scaled from a topographic map and have
 HX0229.an estimated accuracy of +/- 6 seconds.
 HX0229
 HX0229.The orthometric height was determined by differential leveling
 HX0229.and adjusted by the National Geodetic Survey in June 1991..
 HX0229
 HX0229.The geoid height was determined by GEOID03.
 HX0229
 HX0229.The dynamic height is computed by dividing the NAVD 88
 HX0229.geopotential number by the normal gravity value computed on the
 HX0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0229.degrees latitude (g = 980.6199 gals.).
 HX0229
 HX0229.The modeled gravity was interpolated from observed gravity values.
 HX0229
 HX0229;                    North         East    Units  Estimated Accuracy
 HX0229;SPC WV S     -   194,610.      650,590.      MT  (+/- 180 meters Scaled)
 HX0229
 HX0229                          SUPERSEDED SURVEY CONTROL
 HX0229
 HX0229  NGVD 29 (??/??/92)  393.431  (m)         1290.78   (f) ADJ UNCH    2 0
 HX0229
 HX0229.Superseded values are not recommended for survey control.
 HX0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0229.See file dsdata.txt to determine how the superseded data were derived.
 HX0229
 HX0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC505894(NAD 83)
 HX0229_MARKER: DB = BENCH MARK DISK
 HX0229_SETTING: 66 = SET IN ROCK OUTCROP
 HX0229_SP_SET: ROCK
 HX0229_STAMPING: Y 268 1962
 HX0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0229+STABILITY: POSITION/ELEVATION WELL
 HX0229
 HX0229  HISTORY     - Date     Condition        Report By
 HX0229  HISTORY     - 1962     MONUMENTED       CGS
 HX0229
 HX0229                          STATION DESCRIPTION
 HX0229
 HX0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0229'3.2 MI NW FROM CLEVELAND.
 HX0229'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0229'AT CLEVELAND, THENCE 3.1 MILES NORTHWEST ALONG A GRAVEL ROAD
 HX0229'THAT FOLLOWS ALONG THE WEBSTER AND LEWIS COUNTY LINE, SET ON TOP
 HX0229'OF AN EMBEDDED ROCK THAT IS ABOUT 6-BY 9-FOOT LONG AND 2 1/2
 HX0229'FEET HIGH, AT THE SOUTHEAST END OF THE ROCK, 21 FEET SOUTHWEST OF
 HX0229'THE CENTER LINE OF THE ROAD, 12 FEET SOUTHEAST OF A 24-INCH SYCAMORE
 HX0229'TREE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0196 ***********************************************************************
 HX0196  DESIGNATION -  Y 269
 HX0196  PID         -  HX0196
 HX0196  STATE/COUNTY-  WV/WEBSTER
 HX0196  USGS QUAD   -  GOSHEN (1987)
 HX0196
 HX0196                         *CURRENT SURVEY CONTROL
 HX0196  ___________________________________________________________________
 HX0196* NAD 83(1986)-  38 40 47.     (N)    080 22 06.     (W)     SCALED    
 HX0196* NAVD 88     -       586.038  (meters)    1922.69   (feet)  ADJUSTED  
 HX0196  ___________________________________________________________________
 HX0196  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HX0196  DYNAMIC HT  -         585.624 (meters)    1921.33  (feet)  COMP
 HX0196  MODELED GRAV-     979,901.9   (mgal)                       NAVD 88
 HX0196
 HX0196  VERT ORDER  -  SECOND    CLASS 0
 HX0196
 HX0196.The horizontal coordinates were scaled from a topographic map and have
 HX0196.an estimated accuracy of +/- 6 seconds.
 HX0196
 HX0196.The orthometric height was determined by differential leveling
 HX0196.and adjusted by the National Geodetic Survey in June 1991..
 HX0196
 HX0196.The geoid height was determined by GEOID03.
 HX0196
 HX0196.The dynamic height is computed by dividing the NAVD 88
 HX0196.geopotential number by the normal gravity value computed on the
 HX0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0196.degrees latitude (g = 980.6199 gals.).
 HX0196
 HX0196.The modeled gravity was interpolated from observed gravity values.
 HX0196
 HX0196;                    North         East    Units  Estimated Accuracy
 HX0196;SPC WV S     -   186,620.      654,960.      MT  (+/- 180 meters Scaled)
 HX0196
 HX0196                          SUPERSEDED SURVEY CONTROL
 HX0196
 HX0196  NGVD 29 (??/??/92)  586.211  (m)         1923.26   (f) ADJ UNCH    2 0
 HX0196
 HX0196.Superseded values are not recommended for survey control.
 HX0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0196.See file dsdata.txt to determine how the superseded data were derived.
 HX0196
 HX0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC549814(NAD 83)
 HX0196_MARKER: DB = BENCH MARK DISK
 HX0196_SETTING: 66 = SET IN ROCK OUTCROP
 HX0196_SP_SET: ROCK CUT
 HX0196_STAMPING: Y 269 1962
 HX0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0196+STABILITY: POSITION/ELEVATION WELL
 HX0196
 HX0196  HISTORY     - Date     Condition        Report By
 HX0196  HISTORY     - 1962     MONUMENTED       CGS
 HX0196
 HX0196                          STATION DESCRIPTION
 HX0196
 HX0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0196'3.1 MI N FROM HACKER VALLEY.
 HX0196'ABOUT 3.1 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0196'AT HACKER VALLEY, 0.25 MILE NORTH OF THE JUNCTION OF 2 GRAVEL
 HX0196'ROADS LEADING SOUTHEAST AND NORTHEAST, SET VERTICALLY IN THE
 HX0196'NORTH FACE OF A ROCK CUT THAT IS ABOUT 500 YARDS LONG AND 20
 HX0196'FEET HIGH, 95 FEET NORTHWEST OF THE SOUTHEAST END OF THE CUT,
 HX0196'125 WEST OF A TELEPHONE POLE 267, 19 FEET SOUTHWEST OF THE CENTER
 HX0196'LINE OF THE HIGHWAY, 26 FEET SOUTHEAST OF THE HEAD WALL OF A
 HX0196'PIPE CULVERT, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0082 ***********************************************************************
 JX0082  DESIGNATION -  Y 27
 JX0082  PID         -  JX0082
 JX0082  STATE/COUNTY-  WV/MONONGALIA
 JX0082  USGS QUAD   -  RIVESVILLE (1976)
 JX0082
 JX0082                         *CURRENT SURVEY CONTROL
 JX0082  ___________________________________________________________________
 JX0082* NAD 83(1986)-  39 35 16.     (N)    080 00 01.     (W)     SCALED    
 JX0082* NAVD 88     -       253.947  (meters)     833.16   (feet)  POSTED    
 JX0082  ___________________________________________________________________
 JX0082  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JX0082  DYNAMIC HT  -         253.790 (meters)     832.64  (feet)  COMP
 JX0082  MODELED GRAV-     980,017.1   (mgal)                       NAVD 88
 JX0082
 JX0082  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JX0082
 JX0082.The horizontal coordinates were scaled from a topographic map and have
 JX0082.an estimated accuracy of +/- 6 seconds.
 JX0082
 JX0082.The orthometric height was determined by differential leveling
 JX0082.and adjusted by the National Geodetic Survey in 1992..
 JX0082.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JX0082.rate of 0.0 thru 1.0 mm/km.
 JX0082
 JX0082.The geoid height was determined by GEOID03.
 JX0082
 JX0082.The dynamic height is computed by dividing the NAVD 88
 JX0082.geopotential number by the normal gravity value computed on the
 JX0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0082.degrees latitude (g = 980.6199 gals.).
 JX0082
 JX0082.The modeled gravity was interpolated from observed gravity values.
 JX0082
 JX0082;                    North         East    Units  Estimated Accuracy
 JX0082;SPC WV N     -   120,880.      557,030.      MT  (+/- 180 meters Scaled)
 JX0082
 JX0082                          SUPERSEDED SURVEY CONTROL
 JX0082
 JX0082  NGVD 29 (??/??/92)  254.07   (m)          833.6    (f) COMPUTED    1 2
 JX0082
 JX0082.Superseded values are not recommended for survey control.
 JX0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0082.See file dsdata.txt to determine how the superseded data were derived.
 JX0082
 JX0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND858824(NAD 83)
 JX0082_MARKER: DB = BENCH MARK DISK
 JX0082_SETTING: 66 = SET IN ROCK OUTCROP
 JX0082_SP_SET: BOULDER
 JX0082_STAMPING: Y 27
 JX0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0082+STABILITY: POSITION/ELEVATION WELL
 JX0082
 JX0082  HISTORY     - Date     Condition        Report By
 JX0082  HISTORY     - UNK      MONUMENTED       CGS
 JX0082  HISTORY     - 1935     GOOD             NGS
 JX0082
 JX0082                          STATION DESCRIPTION
 JX0082
 JX0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0082'5 MI SW FROM MORGANTOWN.
 JX0082'5.0 MI SOUTHWEST OF B AND O RR STA AT MORGANTOWN 24 FT. WEST OF
 JX0082'TELEGRAPH POLE 107-10.  6 FT. NORTH OF B. AND O R.R. TRACK.  SET
 JX0082'VERTICALLY IN FACE OF LARGE BOULDER, WHICH FACES SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1552 ***********************************************************************
 HX1552  DESIGNATION -  Y 270
 HX1552  PID         -  HX1552
 HX1552  STATE/COUNTY-  WV/LEWIS
 HX1552  USGS QUAD   -  ORLANDO (1989)
 HX1552
 HX1552                         *CURRENT SURVEY CONTROL
 HX1552  ___________________________________________________________________
 HX1552* NAD 83(1986)-  38 52 15.     (N)    080 35 35.     (W)     SCALED    
 HX1552* NAVD 88     -       237.631  (meters)     779.63   (feet)  ADJUSTED  
 HX1552  ___________________________________________________________________
 HX1552  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HX1552  DYNAMIC HT  -         237.477 (meters)     779.12  (feet)  COMP
 HX1552  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 HX1552
 HX1552  VERT ORDER  -  SECOND    CLASS 0
 HX1552
 HX1552.The horizontal coordinates were scaled from a topographic map and have
 HX1552.an estimated accuracy of +/- 6 seconds.
 HX1552
 HX1552.The orthometric height was determined by differential leveling
 HX1552.and adjusted by the National Geodetic Survey in June 1991..
 HX1552
 HX1552.The geoid height was determined by GEOID03.
 HX1552
 HX1552.The dynamic height is computed by dividing the NAVD 88
 HX1552.geopotential number by the normal gravity value computed on the
 HX1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1552.degrees latitude (g = 980.6199 gals.).
 HX1552
 HX1552.The modeled gravity was interpolated from observed gravity values.
 HX1552
 HX1552;                    North         East    Units  Estimated Accuracy
 HX1552;SPC WV S     -   207,730.      635,320.      MT  (+/- 180 meters Scaled)
 HX1552
 HX1552                          SUPERSEDED SURVEY CONTROL
 HX1552
 HX1552  NGVD 29 (??/??/92)  237.831  (m)          780.28   (f) ADJ UNCH    2 0
 HX1552
 HX1552.Superseded values are not recommended for survey control.
 HX1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1552.See file dsdata.txt to determine how the superseded data were derived.
 HX1552
 HX1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND353025(NAD 83)
 HX1552_MARKER: DB = BENCH MARK DISK
 HX1552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1552_SP_SET: ABUTMENT
 HX1552_STAMPING: Y 270 1962
 HX1552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1552
 HX1552  HISTORY     - Date     Condition        Report By
 HX1552  HISTORY     - 1962     MONUMENTED       CGS
 HX1552
 HX1552                          STATION DESCRIPTION
 HX1552
 HX1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1552'AT ORLANDO.
 HX1552'AT ORLANDO, ALONG THE BALTIMORE AND OHIO RAILROAD, SET ON TOP
 HX1552'OF THE NORTH END OF THE EAST ABUTMENT OF A CONCRETE RAILROAD
 HX1552'BRIDGE 691 OVER OIL CREEK, 7 FEET EAST OF THE EAST RAIL, AND
 HX1552'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0351 ***********************************************************************
 HX0351  DESIGNATION -  Y 271
 HX0351  PID         -  HX0351
 HX0351  STATE/COUNTY-  WV/UPSHUR
 HX0351  USGS QUAD   -  PICKENS (1977)
 HX0351
 HX0351                         *CURRENT SURVEY CONTROL
 HX0351  ___________________________________________________________________
 HX0351* NAD 83(1986)-  38 44 40.     (N)    080 14 08.     (W)     SCALED    
 HX0351* NAVD 88     -       580.533  (meters)    1904.63   (feet)  ADJUSTED  
 HX0351  ___________________________________________________________________
 HX0351  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HX0351  DYNAMIC HT  -         580.101 (meters)    1903.21  (feet)  COMP
 HX0351  MODELED GRAV-     979,864.7   (mgal)                       NAVD 88
 HX0351
 HX0351  VERT ORDER  -  SECOND    CLASS 0
 HX0351
 HX0351.The horizontal coordinates were scaled from a topographic map and have
 HX0351.an estimated accuracy of +/- 6 seconds.
 HX0351
 HX0351.The orthometric height was determined by differential leveling
 HX0351.and adjusted by the National Geodetic Survey in June 1991..
 HX0351
 HX0351.The geoid height was determined by GEOID03.
 HX0351
 HX0351.The dynamic height is computed by dividing the NAVD 88
 HX0351.geopotential number by the normal gravity value computed on the
 HX0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0351.degrees latitude (g = 980.6199 gals.).
 HX0351
 HX0351.The modeled gravity was interpolated from observed gravity values.
 HX0351
 HX0351;                    North         East    Units  Estimated Accuracy
 HX0351;SPC WV S     -   193,890.      666,460.      MT  (+/- 180 meters Scaled)
 HX0351
 HX0351                          SUPERSEDED SURVEY CONTROL
 HX0351
 HX0351  NGVD 29 (??/??/92)  580.677  (m)         1905.10   (f) ADJ UNCH    2 0
 HX0351
 HX0351.Superseded values are not recommended for survey control.
 HX0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0351.See file dsdata.txt to determine how the superseded data were derived.
 HX0351
 HX0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC664886(NAD 83)
 HX0351_MARKER: DB = BENCH MARK DISK
 HX0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0351_SP_SET: ABUTMENT
 HX0351_STAMPING: Y 271 1962
 HX0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0351
 HX0351  HISTORY     - Date     Condition        Report By
 HX0351  HISTORY     - 1962     MONUMENTED       CGS
 HX0351
 HX0351                          STATION DESCRIPTION
 HX0351
 HX0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0351'0.6 MI S FROM SELBYVILLE.
 HX0351'ABOUT 0.6 MILE SOUTH ALONG A ROAD THAT FOLLOWS ALONG THE WEST
 HX0351'SIDE OF THE BUCKHANNON RIVER, AT THE CONFLUENCE OF THE LEFT FORK
 HX0351'AND RIGHT FORK OF THE BUCKHANNON RIVER FORMING THE BUCKHANNON
 HX0351'RIVER, AT A VILLAGE LOCALLY KNOWN AS NEWLONTON, 0.1 MILE SOUTHEAST
 HX0351'OF A RAILROAD CROSSING, SET ON TOP OF THE NORTHEAST END OF THE
 HX0351'SOUTH ABUTMENT (CONCRETE ABUTMENT) OF A STEEL BRIDGE OVER THE
 HX0351'RIGHT FORK OF THE BUCKHANNON RIVER, 10 FEET NORTHEAST OF THE
 HX0351'CENTER LINE OF THE ROAD, AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 HX0351'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0323 ***********************************************************************
 HX0323  DESIGNATION -  Y 272
 HX0323  PID         -  HX0323
 HX0323  STATE/COUNTY-  WV/UPSHUR
 HX0323  USGS QUAD   -  ROCK CAVE (1966)
 HX0323
 HX0323                         *CURRENT SURVEY CONTROL
 HX0323  ___________________________________________________________________
 HX0323* NAD 83(1986)-  38 49 19.     (N)    080 19 26.     (W)     SCALED    
 HX0323* NAVD 88     -       485.891  (meters)    1594.13   (feet)  ADJUSTED  
 HX0323  ___________________________________________________________________
 HX0323  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 HX0323  DYNAMIC HT  -         485.547 (meters)    1593.00  (feet)  COMP
 HX0323  MODELED GRAV-     979,904.7   (mgal)                       NAVD 88
 HX0323
 HX0323  VERT ORDER  -  SECOND    CLASS 0
 HX0323
 HX0323.The horizontal coordinates were scaled from a topographic map and have
 HX0323.an estimated accuracy of +/- 6 seconds.
 HX0323
 HX0323.The orthometric height was determined by differential leveling
 HX0323.and adjusted by the National Geodetic Survey in June 1991..
 HX0323
 HX0323.The geoid height was determined by GEOID03.
 HX0323
 HX0323.The dynamic height is computed by dividing the NAVD 88
 HX0323.geopotential number by the normal gravity value computed on the
 HX0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0323.degrees latitude (g = 980.6199 gals.).
 HX0323
 HX0323.The modeled gravity was interpolated from observed gravity values.
 HX0323
 HX0323;                    North         East    Units  Estimated Accuracy
 HX0323;SPC WV S     -   202,440.      658,710.      MT  (+/- 180 meters Scaled)
 HX0323
 HX0323                          SUPERSEDED SURVEY CONTROL
 HX0323
 HX0323  NGVD 29 (??/??/92)  486.060  (m)         1594.68   (f) ADJ UNCH    2 0
 HX0323
 HX0323.Superseded values are not recommended for survey control.
 HX0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0323.See file dsdata.txt to determine how the superseded data were derived.
 HX0323
 HX0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC586972(NAD 83)
 HX0323_MARKER: DB = BENCH MARK DISK
 HX0323_SETTING: 66 = SET IN ROCK OUTCROP
 HX0323_SP_SET: ROCK OUTCROP
 HX0323_STAMPING: Y 272 1962
 HX0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0323+STABILITY: POSITION/ELEVATION WELL
 HX0323
 HX0323  HISTORY     - Date     Condition        Report By
 HX0323  HISTORY     - 1962     MONUMENTED       CGS
 HX0323
 HX0323                          STATION DESCRIPTION
 HX0323
 HX0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0323'1 MI E FROM STILLMAN.
 HX0323'ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD FROM THE NORTH END OF A
 HX0323'CONCRETE BRIDGE OVER LITTLE KANAWHA RIVER AT STILLMAN, AT A Y
 HX0323'ROAD JUNCTION, ON TOP OF A ROCK OUTCROP THAT IS 28-BY 23-FOOT
 HX0323'WIDE AND 5-FOOT HIGH, 43 FEET EAST OF THE CENTER OF THE Y
 HX0323'JUNCTION, 25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD SOUTH,
 HX0323'117 FEET NORTHEAST OF THE NORTHEAST END OF A WOODEN BRIDGE OVER
 HX0323'KANAWHA RUN, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0448 ***********************************************************************
 HX0448  DESIGNATION -  Y 273
 HX0448  PID         -  HX0448
 HX0448  STATE/COUNTY-  WV/UPSHUR
 HX0448  USGS QUAD   -  ALTON (1989)
 HX0448
 HX0448                         *CURRENT SURVEY CONTROL
 HX0448  ___________________________________________________________________
 HX0448* NAD 83(1986)-  38 47 08.     (N)    080 08 06.     (W)     SCALED    
 HX0448* NAVD 88     -       811.280  (meters)    2661.67   (feet)  ADJUSTED  
 HX0448  ___________________________________________________________________
 HX0448  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX0448  DYNAMIC HT  -         810.707 (meters)    2659.79  (feet)  COMP
 HX0448  MODELED GRAV-     979,892.2   (mgal)                       NAVD 88
 HX0448
 HX0448  VERT ORDER  -  SECOND    CLASS 0
 HX0448
 HX0448.The horizontal coordinates were scaled from a topographic map and have
 HX0448.an estimated accuracy of +/- 6 seconds.
 HX0448
 HX0448.The orthometric height was determined by differential leveling
 HX0448.and adjusted by the National Geodetic Survey in June 1991..
 HX0448
 HX0448.The geoid height was determined by GEOID03.
 HX0448
 HX0448.The dynamic height is computed by dividing the NAVD 88
 HX0448.geopotential number by the normal gravity value computed on the
 HX0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0448.degrees latitude (g = 980.6199 gals.).
 HX0448
 HX0448.The modeled gravity was interpolated from observed gravity values.
 HX0448
 HX0448;                    North         East    Units  Estimated Accuracy
 HX0448;SPC WV S     -   198,530.      675,160.      MT  (+/- 180 meters Scaled)
 HX0448
 HX0448                          SUPERSEDED SURVEY CONTROL
 HX0448
 HX0448  NGVD 29 (??/??/92)  811.450  (m)         2662.23   (f) ADJ UNCH    2 0
 HX0448
 HX0448.Superseded values are not recommended for survey control.
 HX0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0448.See file dsdata.txt to determine how the superseded data were derived.
 HX0448
 HX0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC751933(NAD 83)
 HX0448_MARKER: DB = BENCH MARK DISK
 HX0448_SETTING: 0 = UNSPECIFIED SETTING
 HX0448_STAMPING: Y 273 1962
 HX0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0448
 HX0448  HISTORY     - Date     Condition        Report By
 HX0448  HISTORY     - 1962     MONUMENTED       CGS
 HX0448
 HX0448                          STATION DESCRIPTION
 HX0448
 HX0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0448'0.9 MI NE FROM HEMLOCK.
 HX0448'ABOUT 0.7 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 HX0448'HEMLOCK, THENCE ABOUT 0.2 MILE NORTH ALONG A GRAVEL ROAD, 19 1/2
 HX0448'FEET EAST OF THE CENTER LINE OF THE ROAD, 14 1/2 FEET NORTH-EAST
 HX0448'OF THE CENTER OF A GATE LEADING TO AN OPEN FIELD, AND ABOUT 4
 HX0448'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0472 ***********************************************************************
 HX0472  DESIGNATION -  Y 274
 HX0472  PID         -  HX0472
 HX0472  STATE/COUNTY-  WV/RANDOLPH
 HX0472  USGS QUAD   -  ELLAMORE (1987)
 HX0472
 HX0472                         *CURRENT SURVEY CONTROL
 HX0472  ___________________________________________________________________
 HX0472* NAD 83(1986)-  38 53 17.     (N)    080 04 36.     (W)     SCALED    
 HX0472* NAVD 88     -       568.037  (meters)    1863.63   (feet)  ADJUSTED  
 HX0472  ___________________________________________________________________
 HX0472  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 HX0472  DYNAMIC HT  -         567.629 (meters)    1862.30  (feet)  COMP
 HX0472  MODELED GRAV-     979,892.2   (mgal)                       NAVD 88
 HX0472
 HX0472  VERT ORDER  -  SECOND    CLASS 0
 HX0472
 HX0472.The horizontal coordinates were scaled from a topographic map and have
 HX0472.an estimated accuracy of +/- 6 seconds.
 HX0472
 HX0472.The orthometric height was determined by differential leveling
 HX0472.and adjusted by the National Geodetic Survey in June 1991..
 HX0472
 HX0472.The geoid height was determined by GEOID03.
 HX0472
 HX0472.The dynamic height is computed by dividing the NAVD 88
 HX0472.geopotential number by the normal gravity value computed on the
 HX0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0472.degrees latitude (g = 980.6199 gals.).
 HX0472
 HX0472.The modeled gravity was interpolated from observed gravity values.
 HX0472
 HX0472;                    North         East    Units  Estimated Accuracy
 HX0472;SPC WV S     -   209,960.      680,110.      MT  (+/- 180 meters Scaled)
 HX0472
 HX0472                          SUPERSEDED SURVEY CONTROL
 HX0472
 HX0472  NGVD 29 (??/??/92)  568.196  (m)         1864.16   (f) ADJ UNCH    2 0
 HX0472
 HX0472.Superseded values are not recommended for survey control.
 HX0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0472.See file dsdata.txt to determine how the superseded data were derived.
 HX0472
 HX0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND800047(NAD 83)
 HX0472_MARKER: DB = BENCH MARK DISK
 HX0472_SETTING: 80 = SET IN A BOULDER
 HX0472_SP_SET: BOULDER
 HX0472_STAMPING: Y 274 1962
 HX0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0472+STABILITY: SURFACE MOTION
 HX0472
 HX0472  HISTORY     - Date     Condition        Report By
 HX0472  HISTORY     - 1962     MONUMENTED       CGS
 HX0472
 HX0472                          STATION DESCRIPTION
 HX0472
 HX0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0472'3.8 MI S FROM ELLAMORE.
 HX0472'ABOUT 3.75 MILES SOUTH ALONG A BLACK TOP ROAD AND GRAVEL ROAD
 HX0472'THAT FOLLOWS ALONG THE EAST SIDE OF THE MIDDLE FORK RIVER FROM
 HX0472'THE POST OFFICE AT ELLAMORE, SET ON TOP OF AN EMBEDDED ROCK THAT
 HX0472'IS ABOUT 9-BY 10-FOOT LONG, 2 1/2 FEET WEST OF THE EAST END
 HX0472'OF THE ROCK, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25
 HX0472'FEET SOUTH OF THE SOUTH RAIL, 108 FEET NORTHWEST OF A RAILROAD
 HX0472'CROSSING, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0415 ***********************************************************************
 HX0415  DESIGNATION -  Y 275
 HX0415  PID         -  HX0415
 HX0415  STATE/COUNTY-  WV/RANDOLPH
 HX0415  USGS QUAD   -  CASSITY (1977)
 HX0415
 HX0415                         *CURRENT SURVEY CONTROL
 HX0415  ___________________________________________________________________
 HX0415* NAD 83(1986)-  38 46 51.     (N)    080 02 08.     (W)     SCALED    
 HX0415* NAVD 88     -       664.990  (meters)    2181.72   (feet)  ADJUSTED  
 HX0415  ___________________________________________________________________
 HX0415  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HX0415  DYNAMIC HT  -         664.495 (meters)    2180.10  (feet)  COMP
 HX0415  MODELED GRAV-     979,862.6   (mgal)                       NAVD 88
 HX0415
 HX0415  VERT ORDER  -  SECOND    CLASS 0
 HX0415
 HX0415.The horizontal coordinates were scaled from a topographic map and have
 HX0415.an estimated accuracy of +/- 6 seconds.
 HX0415
 HX0415.The orthometric height was determined by differential leveling
 HX0415.and adjusted by the National Geodetic Survey in June 1991..
 HX0415
 HX0415.The geoid height was determined by GEOID03.
 HX0415
 HX0415.The dynamic height is computed by dividing the NAVD 88
 HX0415.geopotential number by the normal gravity value computed on the
 HX0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0415.degrees latitude (g = 980.6199 gals.).
 HX0415
 HX0415.The modeled gravity was interpolated from observed gravity values.
 HX0415
 HX0415;                    North         East    Units  Estimated Accuracy
 HX0415;SPC WV S     -   198,090.      683,800.      MT  (+/- 180 meters Scaled)
 HX0415
 HX0415                          SUPERSEDED SURVEY CONTROL
 HX0415
 HX0415  NGVD 29 (??/??/92)  665.136  (m)         2182.20   (f) ADJ UNCH    2 0
 HX0415
 HX0415.Superseded values are not recommended for survey control.
 HX0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0415.See file dsdata.txt to determine how the superseded data were derived.
 HX0415
 HX0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC837928(NAD 83)
 HX0415_MARKER: DB = BENCH MARK DISK
 HX0415_SETTING: 66 = SET IN ROCK OUTCROP
 HX0415_SP_SET: ROCK PROJECTION
 HX0415_STAMPING: Y 275 1962
 HX0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0415+STABILITY: POSITION/ELEVATION WELL
 HX0415
 HX0415  HISTORY     - Date     Condition        Report By
 HX0415  HISTORY     - 1962     MONUMENTED       CGS
 HX0415
 HX0415                          STATION DESCRIPTION
 HX0415
 HX0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0415'3.7 MI S FROM CASSITY.
 HX0415'ABOUT 3.7 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE GRADE
 HX0415'SCHOOL AT CASSITY, SET ON TOP OF A ROCK THAT IS ABOUT 8-FOOT LONG
 HX0415'AND PROJECTING OUT OF THE ROAD BANK, 37 FEET NORTHEAST OF THE
 HX0415'CENTER LINE OF THE ROAD, 56 FEET NORTH AND ACROSS THE ROAD FROM
 HX0415'THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 0.8 FOOT NORTHEAST
 HX0415'OF THE SOUTHWEST EDGE OF THE ROCK, AND IS ABOUT 8 FEET ABOVE THE
 HX0415'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0457 ***********************************************************************
 HX0457  DESIGNATION -  Y 276
 HX0457  PID         -  HX0457
 HX0457  STATE/COUNTY-  WV/RANDOLPH
 HX0457  USGS QUAD   -  PICKENS (1977)
 HX0457
 HX0457                         *CURRENT SURVEY CONTROL
 HX0457  ___________________________________________________________________
 HX0457* NAD 83(1986)-  38 41 18.     (N)    080 11 51.     (W)     SCALED    
 HX0457* NAVD 88     -       787.909  (meters)    2585.00   (feet)  ADJUSTED  
 HX0457  ___________________________________________________________________
 HX0457  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HX0457  DYNAMIC HT  -         787.310 (meters)    2583.03  (feet)  COMP
 HX0457  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 HX0457
 HX0457  VERT ORDER  -  SECOND    CLASS 0
 HX0457
 HX0457.The horizontal coordinates were scaled from a topographic map and have
 HX0457.an estimated accuracy of +/- 6 seconds.
 HX0457
 HX0457.The orthometric height was determined by differential leveling
 HX0457.and adjusted by the National Geodetic Survey in June 1991..
 HX0457
 HX0457.The geoid height was determined by GEOID03.
 HX0457
 HX0457.The dynamic height is computed by dividing the NAVD 88
 HX0457.geopotential number by the normal gravity value computed on the
 HX0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0457.degrees latitude (g = 980.6199 gals.).
 HX0457
 HX0457.The modeled gravity was interpolated from observed gravity values.
 HX0457
 HX0457;                    North         East    Units  Estimated Accuracy
 HX0457;SPC WV S     -   187,690.      669,820.      MT  (+/- 180 meters Scaled)
 HX0457
 HX0457                          SUPERSEDED SURVEY CONTROL
 HX0457
 HX0457  NGVD 29 (??/??/92)  788.049  (m)         2585.46   (f) ADJ UNCH    2 0
 HX0457
 HX0457.Superseded values are not recommended for survey control.
 HX0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0457.See file dsdata.txt to determine how the superseded data were derived.
 HX0457
 HX0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC697824(NAD 83)
 HX0457_MARKER: DB = BENCH MARK DISK
 HX0457_SETTING: 80 = SET IN A BOULDER
 HX0457_SP_SET: BOULDER
 HX0457_STAMPING: Y 276 1962
 HX0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0457+STABILITY: SURFACE MOTION
 HX0457
 HX0457  HISTORY     - Date     Condition        Report By
 HX0457  HISTORY     - 1962     MONUMENTED       CGS
 HX0457  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0457
 HX0457                          STATION DESCRIPTION
 HX0457
 HX0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0457'1.5 MI S FROM HELVETIA.
 HX0457'ABOUT 1.5 MILES SOUTH ALONG COUNTY ROAD 45 FROM THE POST OFFICE
 HX0457'AT HELVETIA, SET ON TOP OF A ROCK THAT IS ABOUT 20-FOOT LONG
 HX0457'AND IS EMBEDDED IN THE ROAD BANK, 14 1/2 FEET EAST OF THE CENTER
 HX0457'LINE OF THE ROAD, 0.6 FEET EAST OF THE WEST EDGE OF THE ROCK, 52
 HX0457'FEET SOUTHEAST AND ACROSS THE ROAD FROM A TELEPHONE POLE, AND
 HX0457'ABOUT LEVEL WITH THE ROAD.
 HX0457
 HX0457                          STATION RECOVERY (1973)
 HX0457
 HX0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0441 ***********************************************************************
 HX0441  DESIGNATION -  Y 277
 HX0441  PID         -  HX0441
 HX0441  STATE/COUNTY-  WV/UPSHUR
 HX0441  USGS QUAD   -  ALTON (1989)
 HX0441
 HX0441                         *CURRENT SURVEY CONTROL
 HX0441  ___________________________________________________________________
 HX0441* NAD 83(1986)-  38 45 40.     (N)    080 12 58.     (W)     SCALED    
 HX0441* NAVD 88     -       687.246  (meters)    2254.74   (feet)  ADJUSTED  
 HX0441  ___________________________________________________________________
 HX0441  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HX0441  DYNAMIC HT  -         686.743 (meters)    2253.09  (feet)  COMP
 HX0441  MODELED GRAV-     979,873.3   (mgal)                       NAVD 88
 HX0441
 HX0441  VERT ORDER  -  SECOND    CLASS 0
 HX0441
 HX0441.The horizontal coordinates were scaled from a topographic map and have
 HX0441.an estimated accuracy of +/- 6 seconds.
 HX0441
 HX0441.The orthometric height was determined by differential leveling
 HX0441.and adjusted by the National Geodetic Survey in June 1991..
 HX0441
 HX0441.The geoid height was determined by GEOID03.
 HX0441
 HX0441.The dynamic height is computed by dividing the NAVD 88
 HX0441.geopotential number by the normal gravity value computed on the
 HX0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0441.degrees latitude (g = 980.6199 gals.).
 HX0441
 HX0441.The modeled gravity was interpolated from observed gravity values.
 HX0441
 HX0441;                    North         East    Units  Estimated Accuracy
 HX0441;SPC WV S     -   195,760.      668,130.      MT  (+/- 180 meters Scaled)
 HX0441
 HX0441                          SUPERSEDED SURVEY CONTROL
 HX0441
 HX0441  NGVD 29 (??/??/92)  687.403  (m)         2255.25   (f) ADJ UNCH    2 0
 HX0441
 HX0441.Superseded values are not recommended for survey control.
 HX0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0441.See file dsdata.txt to determine how the superseded data were derived.
 HX0441
 HX0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC681905(NAD 83)
 HX0441_MARKER: DB = BENCH MARK DISK
 HX0441_SETTING: 80 = SET IN A BOULDER
 HX0441_SP_SET: BOULDER
 HX0441_STAMPING: Y 277 1962
 HX0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0441+STABILITY: SURFACE MOTION
 HX0441
 HX0441  HISTORY     - Date     Condition        Report By
 HX0441  HISTORY     - 1962     MONUMENTED       CGS
 HX0441
 HX0441                          STATION DESCRIPTION
 HX0441
 HX0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0441'1.4 MI NE FROM SELBYVILLE.
 HX0441'ABOUT 1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE UPSHUR
 HX0441'COUNTY 4-H CLUB HOUSE, 0.25 MILE NORTHWEST OF THE BROOKS HILL
 HX0441'METHODIST CHURCH, SET ON TOP OF AN EMBEDDED ROCK THAT IS ABOUT
 HX0441'5-BY 9-FOOT LONG, 118 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 HX0441'118 FEET NORTH OF THE NORTHEAST CORNER OF THE BROOKS COMMUNITY
 HX0441'HOUSE, 18 FEET WEST OF THE CENTER LINE OF A DRIVEWAY, 0.4 MILE
 HX0441'SOUTHEAST OF A ROAD LEADING NORTH, AND IS ABOUT LEVEL WITH THE
 HX0441'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2066 ***********************************************************************
 HW2066  DESIGNATION -  Y 278
 HW2066  PID         -  HW2066
 HW2066  STATE/COUNTY-  WV/RANDOLPH
 HW2066  USGS QUAD   -  BEVERLY EAST (1995)
 HW2066
 HW2066                         *CURRENT SURVEY CONTROL
 HW2066  ___________________________________________________________________
 HW2066* NAD 83(1986)-  38 51 29.     (N)    079 51 41.     (W)     SCALED    
 HW2066* NAVD 88     -       592.832  (meters)    1944.98   (feet)  ADJUSTED  
 HW2066  ___________________________________________________________________
 HW2066  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HW2066  DYNAMIC HT  -         592.406 (meters)    1943.59  (feet)  COMP
 HW2066  MODELED GRAV-     979,890.8   (mgal)                       NAVD 88
 HW2066
 HW2066  VERT ORDER  -  FIRST     CLASS II
 HW2066
 HW2066.The horizontal coordinates were scaled from a topographic map and have
 HW2066.an estimated accuracy of +/- 6 seconds.
 HW2066
 HW2066.The orthometric height was determined by differential leveling
 HW2066.and adjusted by the National Geodetic Survey in June 1991..
 HW2066
 HW2066.The geoid height was determined by GEOID03.
 HW2066
 HW2066.The dynamic height is computed by dividing the NAVD 88
 HW2066.geopotential number by the normal gravity value computed on the
 HW2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2066.degrees latitude (g = 980.6199 gals.).
 HW2066
 HW2066.The modeled gravity was interpolated from observed gravity values.
 HW2066
 HW2066;                    North         East    Units  Estimated Accuracy
 HW2066;SPC WV S     -   206,840.      698,830.      MT  (+/- 180 meters Scaled)
 HW2066
 HW2066                          SUPERSEDED SURVEY CONTROL
 HW2066
 HW2066  NGVD 29 (??/??/92)  592.986  (m)         1945.49   (f) ADJ UNCH    1 2
 HW2066
 HW2066.Superseded values are not recommended for survey control.
 HW2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2066.See file dsdata.txt to determine how the superseded data were derived.
 HW2066
 HW2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND987016(NAD 83)
 HW2066_MARKER: DB = BENCH MARK DISK
 HW2066_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW2066_STAMPING: Y 278 1962
 HW2066_MARK LOGO: CGS   
 HW2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2066+STABILITY: SURFACE MOTION
 HW2066
 HW2066  HISTORY     - Date     Condition        Report By
 HW2066  HISTORY     - 1962     MONUMENTED       CGS
 HW2066  HISTORY     - 1964     GOOD             NGS
 HW2066  HISTORY     - 1983     GOOD             NGS
 HW2066
 HW2066                          STATION DESCRIPTION
 HW2066
 HW2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2066'1.4 MI N FROM BEVERLY.
 HW2066'ABOUT 1.35 MILES NORTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2066'POST OFFICE AT BEVERLY, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HW2066'EXTENDING TO THE NORTH AND WEST, SET ON TOP OF THE SOUTHWEST
 HW2066'END OF THE SOUTHEAST HEAD WALL OF A CONCRETE BRIDGE OVER KINGS
 HW2066'RUN, 121 1/2 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 HW2066'A PRIVATE DRIVE LEADING SOUTHEAST, 15 FEET SOUTHEAST OF THE
 HW2066'CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HW2066'HIGHWAY.
 HW2066
 HW2066                          STATION RECOVERY (1964)
 HW2066
 HW2066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW2066'RECOVERED IN GOOD CONDITION.
 HW2066
 HW2066                          STATION RECOVERY (1983)
 HW2066
 HW2066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2015 ***********************************************************************
 HW2015  DESIGNATION -  Y 279
 HW2015  PID         -  HW2015
 HW2015  STATE/COUNTY-  WV/RANDOLPH
 HW2015  USGS QUAD   -  JUNIOR (1976)
 HW2015
 HW2015                         *CURRENT SURVEY CONTROL
 HW2015  ___________________________________________________________________
 HW2015* NAD 83(1986)-  38 57 11.     (N)    079 59 42.     (W)     SCALED    
 HW2015* NAVD 88     -       587.910  (meters)    1928.83   (feet)  ADJUSTED  
 HW2015  ___________________________________________________________________
 HW2015  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HW2015  DYNAMIC HT  -         587.493 (meters)    1927.47  (feet)  COMP
 HW2015  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 HW2015
 HW2015  VERT ORDER  -  SECOND    CLASS 0
 HW2015
 HW2015.The horizontal coordinates were scaled from a topographic map and have
 HW2015.an estimated accuracy of +/- 6 seconds.
 HW2015
 HW2015.The orthometric height was determined by differential leveling
 HW2015.and adjusted by the National Geodetic Survey in June 1991..
 HW2015
 HW2015.The geoid height was determined by GEOID03.
 HW2015
 HW2015.The dynamic height is computed by dividing the NAVD 88
 HW2015.geopotential number by the normal gravity value computed on the
 HW2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2015.degrees latitude (g = 980.6199 gals.).
 HW2015
 HW2015.The modeled gravity was interpolated from observed gravity values.
 HW2015
 HW2015;                    North         East    Units  Estimated Accuracy
 HW2015;SPC WV S     -   217,250.      687,120.      MT  (+/- 180 meters Scaled)
 HW2015
 HW2015                          SUPERSEDED SURVEY CONTROL
 HW2015
 HW2015  NGVD 29 (??/??/92)  588.079  (m)         1929.39   (f) ADJ UNCH    2 0
 HW2015
 HW2015.Superseded values are not recommended for survey control.
 HW2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2015.See file dsdata.txt to determine how the superseded data were derived.
 HW2015
 HW2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND870120(NAD 83)
 HW2015_MARKER: DB = BENCH MARK DISK
 HW2015_SETTING: 80 = SET IN A BOULDER
 HW2015_STAMPING: Y 279 1962
 HW2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2015+STABILITY: SURFACE MOTION
 HW2015
 HW2015  HISTORY     - Date     Condition        Report By
 HW2015  HISTORY     - 1962     MONUMENTED       CGS
 HW2015  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2015  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2015
 HW2015                          STATION DESCRIPTION
 HW2015
 HW2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2015'3.6 MI NW FROM NORTON.
 HW2015'ABOUT 0.5 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2015'OFFICE AT NORTON, THENCE ABOUT 3.15 MILES NORTHWEST ALONG THE
 HW2015'BALTIMORE AND OHIO RAILROAD, SET ON TOP OF AN EMBEDDED BOULDER
 HW2015'THAT IS ABOUT 12-FOOT LONG AND 4 1/2-FOOT HIGH THAT PROJECTS
 HW2015'OUT OF THE BANK, 36 FEET SOUTH OF THE SOUTH RAIL, 11 FEET
 HW2015'SOUTHWEST OF A 36-INCH STEEL PIPE CULVERT, AND ABOUT 9 FEET
 HW2015'BELOW THE LEVEL OF THE TRACK.
 HW2015
 HW2015                          STATION RECOVERY (1983)
 HW2015
 HW2015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2015'MARK NOT FOUND.
 HW2015
 HW2015                          STATION RECOVERY (1983)
 HW2015
 HW2015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0800 ***********************************************************************
 KY0800  DESIGNATION -  Y 28
 KY0800  PID         -  KY0800
 KY0800  STATE/COUNTY-  WV/BROOKE
 KY0800  USGS QUAD   -  WEIRTON (1994)
 KY0800
 KY0800                         *CURRENT SURVEY CONTROL
 KY0800  ___________________________________________________________________
 KY0800* NAD 83(1986)-  40 22 59.     (N)    080 33 50.     (W)     SCALED    
 KY0800* NAVD 88     -       230.960  (meters)     757.74   (feet)  ADJUSTED  
 KY0800  ___________________________________________________________________
 KY0800  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KY0800  DYNAMIC HT  -         230.839 (meters)     757.34  (feet)  COMP
 KY0800  MODELED GRAV-     980,094.9   (mgal)                       NAVD 88
 KY0800
 KY0800  VERT ORDER  -  SECOND    CLASS 0
 KY0800
 KY0800.The horizontal coordinates were scaled from a topographic map and have
 KY0800.an estimated accuracy of +/- 6 seconds.
 KY0800
 KY0800.The orthometric height was determined by differential leveling
 KY0800.and adjusted by the National Geodetic Survey in June 1991..
 KY0800
 KY0800.The geoid height was determined by GEOID03.
 KY0800
 KY0800.The dynamic height is computed by dividing the NAVD 88
 KY0800.geopotential number by the normal gravity value computed on the
 KY0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0800.degrees latitude (g = 980.6199 gals.).
 KY0800
 KY0800.The modeled gravity was interpolated from observed gravity values.
 KY0800
 KY0800;                    North         East    Units  Estimated Accuracy
 KY0800;SPC WV N     -   209,600.      509,660.      MT  (+/- 180 meters Scaled)
 KY0800
 KY0800                          SUPERSEDED SURVEY CONTROL
 KY0800
 KY0800  NGVD 29 (??/??/92)  231.132  (m)          758.31   (f) ADJ UNCH    2 0
 KY0800
 KY0800.Superseded values are not recommended for survey control.
 KY0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0800.See file dsdata.txt to determine how the superseded data were derived.
 KY0800
 KY0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE370703(NAD 83)
 KY0800_MARKER: DB = BENCH MARK DISK
 KY0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0800_STAMPING: Y 28 1935
 KY0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0800+STABILITY: SURFACE MOTION
 KY0800
 KY0800  HISTORY     - Date     Condition        Report By
 KY0800  HISTORY     - 1935     MONUMENTED       CGS
 KY0800  HISTORY     - 1960     GOOD             NGS
 KY0800
 KY0800                          STATION DESCRIPTION
 KY0800
 KY0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0800'2.6 MI W FROM COLLIER.
 KY0800'ABOUT 2.6 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0800'OVERPASS 35-54 OVER A ROAD AND CREEK AT COLLIER, 249 YARDS
 KY0800'NORTHWEST OF MILEPOST 38, 242 YARDS (0.15 MILE) SOUTHEAST OF
 KY0800'SIGNAL 383, 317 YARDS SOUTHEAST OF A ROAD CROSSING, 182 YARDS
 KY0800'NORTHWEST OF A WHISTLE POST, 23.7 FEET NORTHEAST OF THE NORTHEAST
 KY0800'RAIL OF NORTHEAST TRACK, 7 FEET NORTHWEST OF THE FIRST TELEPHONE
 KY0800'POLE NORTHWEST OF A CUT, 15 YARDS SOUTHEAST OF THE SOUTHEAST
 KY0800'END OF A 15-FOOT-HIGH CUT, 18 FEET SOUTHWEST OF THE CENTER
 KY0800'LINE OF AN ABANDONED TRAIL ROAD, ABOUT 1 FOOT ABOVE THE LEVEL
 KY0800'OF THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING
 KY0800'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2733 ***********************************************************************
 HW2733  DESIGNATION -  Y 280
 HW2733  PID         -  HW2733
 HW2733  STATE/COUNTY-  WV/RANDOLPH
 HW2733  USGS QUAD   -  BEVERLY WEST (1995)
 HW2733
 HW2733                         *CURRENT SURVEY CONTROL
 HW2733  ___________________________________________________________________
 HW2733* NAD 83(1986)-  38 51 37.     (N)    079 58 38.     (W)     SCALED    
 HW2733* NAVD 88     -       715.936  (meters)    2348.87   (feet)  ADJUSTED  
 HW2733  ___________________________________________________________________
 HW2733  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HW2733  DYNAMIC HT  -         715.410 (meters)    2347.14  (feet)  COMP
 HW2733  MODELED GRAV-     979,870.2   (mgal)                       NAVD 88
 HW2733
 HW2733  VERT ORDER  -  SECOND    CLASS 0
 HW2733
 HW2733.The horizontal coordinates were scaled from a topographic map and have
 HW2733.an estimated accuracy of +/- 6 seconds.
 HW2733
 HW2733.The orthometric height was determined by differential leveling
 HW2733.and adjusted by the National Geodetic Survey in June 1991..
 HW2733
 HW2733.The geoid height was determined by GEOID03.
 HW2733
 HW2733.The dynamic height is computed by dividing the NAVD 88
 HW2733.geopotential number by the normal gravity value computed on the
 HW2733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2733.degrees latitude (g = 980.6199 gals.).
 HW2733
 HW2733.The modeled gravity was interpolated from observed gravity values.
 HW2733
 HW2733;                    North         East    Units  Estimated Accuracy
 HW2733;SPC WV S     -   206,970.      688,770.      MT  (+/- 180 meters Scaled)
 HW2733
 HW2733                          SUPERSEDED SURVEY CONTROL
 HW2733
 HW2733  NGVD 29 (??/??/92)  716.084  (m)         2349.35   (f) ADJ UNCH    2 0
 HW2733
 HW2733.Superseded values are not recommended for survey control.
 HW2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2733.See file dsdata.txt to determine how the superseded data were derived.
 HW2733
 HW2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND887017(NAD 83)
 HW2733_MARKER: DB = BENCH MARK DISK
 HW2733_SETTING: 66 = SET IN ROCK OUTCROP
 HW2733_SP_SET: ROCK CLIFF
 HW2733_STAMPING: Y 280 1962
 HW2733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2733+STABILITY: POSITION/ELEVATION WELL
 HW2733
 HW2733  HISTORY     - Date     Condition        Report By
 HW2733  HISTORY     - 1962     MONUMENTED       CGS
 HW2733  HISTORY     - 1983     GOOD             NGS
 HW2733  HISTORY     - 1984     GOOD             NGS
 HW2733
 HW2733                          STATION DESCRIPTION
 HW2733
 HW2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2733'4.3 MI NE FROM CASSITY.
 HW2733'ABOUT 4.3 MILES NORTHEAST ALONG COUNTY ROAD 35 (BLACK TOP ROAD)
 HW2733'FROM THE GRADE SCHOOL AT CASSITY, SET VERTICALLY IN THE WEST FACE
 HW2733'OF A ROCK CLIFF THAT IS ABOUT 92 FEET LONG AND 4 FEET HIGH, 82
 HW2733'FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BRIDGE OVER A
 HW2733'SMALL CREEK, 24 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HW2733'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS BENCH
 HW2733'MARK CAN ALSO BE REACHED BY GOING ABOUT 0.9 MILE SOUTHEAST
 HW2733'ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT MABIE, THENCE
 HW2733'ABOUT 0.75 MILE SOUTHWEST ALONG A BLACK TOP ROAD.
 HW2733
 HW2733                          STATION RECOVERY (1983)
 HW2733
 HW2733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2733'RECOVERED IN GOOD CONDITION.
 HW2733
 HW2733                          STATION RECOVERY (1984)
 HW2733
 HW2733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW2733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2099 ***********************************************************************
 HW2099  DESIGNATION -  Y 281
 HW2099  PID         -  HW2099
 HW2099  STATE/COUNTY-  WV/RANDOLPH
 HW2099  USGS QUAD   -  WILDELL (1995)
 HW2099
 HW2099                         *CURRENT SURVEY CONTROL
 HW2099  ___________________________________________________________________
 HW2099* NAD 83(1986)-  38 39 47.     (N)    079 50 51.     (W)     SCALED    
 HW2099* NAVD 88     -      1059.540  (meters)    3476.17   (feet)  ADJUSTED  
 HW2099  ___________________________________________________________________
 HW2099  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HW2099  DYNAMIC HT  -        1058.699 (meters)    3473.41  (feet)  COMP
 HW2099  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 HW2099
 HW2099  VERT ORDER  -  SECOND    CLASS 0
 HW2099
 HW2099.The horizontal coordinates were scaled from a topographic map and have
 HW2099.an estimated accuracy of +/- 6 seconds.
 HW2099
 HW2099.The orthometric height was determined by differential leveling
 HW2099.and adjusted by the National Geodetic Survey in June 1991..
 HW2099
 HW2099.The geoid height was determined by GEOID03.
 HW2099
 HW2099.The dynamic height is computed by dividing the NAVD 88
 HW2099.geopotential number by the normal gravity value computed on the
 HW2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2099.degrees latitude (g = 980.6199 gals.).
 HW2099
 HW2099.The modeled gravity was interpolated from observed gravity values.
 HW2099
 HW2099;                    North         East    Units  Estimated Accuracy
 HW2099;SPC WV S     -   185,210.      700,300.      MT  (+/- 180 meters Scaled)
 HW2099
 HW2099                          SUPERSEDED SURVEY CONTROL
 HW2099
 HW2099  NGVD 29 (??/??/92) 1059.639  (m)         3476.50   (f) ADJ UNCH    2 0
 HW2099
 HW2099.Superseded values are not recommended for survey control.
 HW2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2099.See file dsdata.txt to determine how the superseded data were derived.
 HW2099
 HW2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC002800(NAD 83)
 HW2099_MARKER: DB = BENCH MARK DISK
 HW2099_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2099_STAMPING: Y 281 1962
 HW2099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2099
 HW2099  HISTORY     - Date     Condition        Report By
 HW2099  HISTORY     - 1962     MONUMENTED       CGS
 HW2099
 HW2099                          STATION DESCRIPTION
 HW2099
 HW2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2099'5.6 MI NE FROM CHEAT BRIDGE.
 HW2099'ABOUT 5.6 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN MARYLAND
 HW2099'RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE,
 HW2099'AT MILE-POST C 18, SET VERTICALLY IN THE NORTH FACE OF A ROCK
 HW2099'THAT IS EMBEDDED IN THE GROUND AND IS ABOUT 7-BY 19-FOOT LONG
 HW2099'AND 3-FOOT HIGH, 33 FEET SOUTH OF THE SOUTH RAIL, 21 FEET
 HW2099'SOUTHWEST OF MILEPOST C 18, AND IS ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0094 ***********************************************************************
 HX0094  DESIGNATION -  Y 282
 HX0094  PID         -  HX0094
 HX0094  STATE/COUNTY-  WV/UPSHUR
 HX0094  USGS QUAD   -  BUCKHANNON (1989)
 HX0094
 HX0094                         *CURRENT SURVEY CONTROL
 HX0094  ___________________________________________________________________
 HX0094* NAD 83(1986)-  38 55 38.     (N)    080 08 15.     (W)     SCALED    
 HX0094* NAVD 88     -       570.869  (meters)    1872.93   (feet)  ADJUSTED  
 HX0094  ___________________________________________________________________
 HX0094  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HX0094  DYNAMIC HT  -         570.477 (meters)    1871.64  (feet)  COMP
 HX0094  MODELED GRAV-     979,923.0   (mgal)                       NAVD 88
 HX0094
 HX0094  VERT ORDER  -  SECOND    CLASS 0
 HX0094
 HX0094.The horizontal coordinates were scaled from a topographic map and have
 HX0094.an estimated accuracy of +/- 6 seconds.
 HX0094
 HX0094.The orthometric height was determined by differential leveling
 HX0094.and adjusted by the National Geodetic Survey in June 1991..
 HX0094
 HX0094.The geoid height was determined by GEOID03.
 HX0094
 HX0094.The dynamic height is computed by dividing the NAVD 88
 HX0094.geopotential number by the normal gravity value computed on the
 HX0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0094.degrees latitude (g = 980.6199 gals.).
 HX0094
 HX0094.The modeled gravity was interpolated from observed gravity values.
 HX0094
 HX0094;                    North         East    Units  Estimated Accuracy
 HX0094;SPC WV S     -   214,260.      674,790.      MT  (+/- 180 meters Scaled)
 HX0094
 HX0094                          SUPERSEDED SURVEY CONTROL
 HX0094
 HX0094  NGVD 29 (??/??/92)  571.043  (m)         1873.50   (f) ADJ UNCH    2 0
 HX0094
 HX0094.Superseded values are not recommended for survey control.
 HX0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0094.See file dsdata.txt to determine how the superseded data were derived.
 HX0094
 HX0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND747090(NAD 83)
 HX0094_MARKER: DB = BENCH MARK DISK
 HX0094_SETTING: 80 = SET IN A BOULDER
 HX0094_SP_SET: BOULDER
 HX0094_STAMPING: Y 282 1962
 HX0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0094+STABILITY: SURFACE MOTION
 HX0094
 HX0094  HISTORY     - Date     Condition        Report By
 HX0094  HISTORY     - 1962     MONUMENTED       CGS
 HX0094
 HX0094                          STATION DESCRIPTION
 HX0094
 HX0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0094'4.8 MI E FROM TALLMANSVILLE.
 HX0094'ABOUT 1.6 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX0094'OFFICE AT TALLMANSVILLE, THENCE ABOUT 2.05 MILES NORTHEAST
 HX0094'ALONG A BLACK TOP ROAD, THENCE ABOUT 1.2 MILE SOUTHEAST ALONG
 HX0094'A ABANDONED RAILROAD SET ON TOP OF THE SOUTHWEST CORNER OF AN
 HX0094'EMBEDDED BOULDER THAT IS ABOUT 18-BY 38-FOOT LONG AND 2 FOOT
 HX0094'HIGH, 48 FEET EAST OF THE OLD ROADBED, 89 FEET NORTH OF THE
 HX0094'JUNCTION OF A PRIVATE DRIVE LEADING NORTH, AND ABOUT 15 FEET
 HX0094'BELOW THE LEVEL OF THE ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0389 ***********************************************************************
 GX0389  DESIGNATION -  Y 283
 GX0389  PID         -  GX0389
 GX0389  STATE/COUNTY-  WV/MERCER
 GX0389  USGS QUAD   -  OAKVALE (1977)
 GX0389
 GX0389                         *CURRENT SURVEY CONTROL
 GX0389  ___________________________________________________________________
 GX0389* NAD 83(1986)-  37 20 06.     (N)    080 57 01.     (W)     SCALED    
 GX0389* NAVD 88     -       520.572  (meters)    1707.91   (feet)  ADJUSTED  
 GX0389  ___________________________________________________________________
 GX0389  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GX0389  DYNAMIC HT  -         520.124 (meters)    1706.44  (feet)  COMP
 GX0389  MODELED GRAV-     979,755.2   (mgal)                       NAVD 88
 GX0389
 GX0389  VERT ORDER  -  FIRST     CLASS II
 GX0389
 GX0389.The horizontal coordinates were scaled from a topographic map and have
 GX0389.an estimated accuracy of +/- 6 seconds.
 GX0389
 GX0389.The orthometric height was determined by differential leveling
 GX0389.and adjusted by the National Geodetic Survey in June 1991..
 GX0389
 GX0389.The geoid height was determined by GEOID03.
 GX0389
 GX0389.The dynamic height is computed by dividing the NAVD 88
 GX0389.geopotential number by the normal gravity value computed on the
 GX0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0389.degrees latitude (g = 980.6199 gals.).
 GX0389
 GX0389.The modeled gravity was interpolated from observed gravity values.
 GX0389
 GX0389;                    North         East    Units  Estimated Accuracy
 GX0389;SPC WV S     -    37,180.      604,410.      MT  (+/- 180 meters Scaled)
 GX0389
 GX0389                          SUPERSEDED SURVEY CONTROL
 GX0389
 GX0389  NGVD 29 (??/??/92)  520.690  (m)         1708.30   (f) ADJ UNCH    1 2
 GX0389
 GX0389.Superseded values are not recommended for survey control.
 GX0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0389.See file dsdata.txt to determine how the superseded data were derived.
 GX0389
 GX0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB044320(NAD 83)
 GX0389_MARKER: DB = BENCH MARK DISK
 GX0389_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX0389_STAMPING: Y 283 1965
 GX0389_MARK LOGO: CGS   
 GX0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0389
 GX0389  HISTORY     - Date     Condition        Report By
 GX0389  HISTORY     - 1965     MONUMENTED       CGS
 GX0389  HISTORY     - 1980     GOOD             LOCSUR
 GX0389  HISTORY     - 1984     GOOD             NGS
 GX0389
 GX0389                          STATION DESCRIPTION
 GX0389
 GX0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX0389'0.6 MI E FROM OAKVALE.
 GX0389'0.6 MILE EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0389'STATION AT OAKVALE, ABOUT 0.4 MILE WEST OF MILEPOST N-346, SET
 GX0389'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF
 GX0389'BRIDGE NO. 823 OVER A SMALL STREAM AND A GRAVELED ROAD, 3.8 FEET
 GX0389'NORTH OF THE NORTH RAIL AND ABOUT LEVEL WITH THE TRACK.
 GX0389
 GX0389                          STATION RECOVERY (1980)
 GX0389
 GX0389'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX0389'RECOVERED IN GOOD CONDITION.
 GX0389
 GX0389                          STATION RECOVERY (1984)
 GX0389
 GX0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2165 ***********************************************************************
 HW2165  DESIGNATION -  Y 3
 HW2165  PID         -  HW2165
 HW2165  STATE/COUNTY-  WV/POCAHONTAS
 HW2165  USGS QUAD   -  CLOVER LICK (1995)
 HW2165
 HW2165                         *CURRENT SURVEY CONTROL
 HW2165  ___________________________________________________________________
 HW2165* NAD 83(1986)-  38 19 49.     (N)    079 58 13.     (W)     SCALED    
 HW2165* NAVD 88     -       698.932  (meters)    2293.08   (feet)  ADJUSTED  
 HW2165  ___________________________________________________________________
 HW2165  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HW2165  DYNAMIC HT  -         698.374 (meters)    2291.25  (feet)  COMP
 HW2165  MODELED GRAV-     979,806.6   (mgal)                       NAVD 88
 HW2165
 HW2165  VERT ORDER  -  FIRST     CLASS II
 HW2165
 HW2165.The horizontal coordinates were scaled from a topographic map and have
 HW2165.an estimated accuracy of +/- 6 seconds.
 HW2165
 HW2165.The orthometric height was determined by differential leveling
 HW2165.and adjusted by the National Geodetic Survey in June 1991..
 HW2165
 HW2165.The geoid height was determined by GEOID03.
 HW2165
 HW2165.The dynamic height is computed by dividing the NAVD 88
 HW2165.geopotential number by the normal gravity value computed on the
 HW2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2165.degrees latitude (g = 980.6199 gals.).
 HW2165
 HW2165.The modeled gravity was interpolated from observed gravity values.
 HW2165
 HW2165;                    North         East    Units  Estimated Accuracy
 HW2165;SPC WV S     -   148,150.      690,030.      MT  (+/- 180 meters Scaled)
 HW2165
 HW2165                          SUPERSEDED SURVEY CONTROL
 HW2165
 HW2165  NGVD 29 (??/??/92)  699.006  (m)         2293.32   (f) ADJ UNCH    1 2
 HW2165
 HW2165.Superseded values are not recommended for survey control.
 HW2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2165.See file dsdata.txt to determine how the superseded data were derived.
 HW2165
 HW2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC900429(NAD 83)
 HW2165_MARKER: DB = BENCH MARK DISK
 HW2165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW2165_SP_SET: FOUNDATION
 HW2165_STAMPING: Y 3 1933
 HW2165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2165
 HW2165  HISTORY     - Date     Condition        Report By
 HW2165  HISTORY     - 1933     MONUMENTED       CGS
 HW2165  HISTORY     - 1962     GOOD             NGS
 HW2165
 HW2165                          STATION DESCRIPTION
 HW2165
 HW2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW2165'AT CLOVER LICK.
 HW2165'AT CLOVER LICK, ALONG THE CHESAPEAKE AND OHIO RAILWAY, ON THE
 HW2165'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND
 HW2165'SOUTHEAST, 57 FEET NORTH OF NORTHEAST CORNER OF A HOUSE, 25 1/2
 HW2165'FEET SOUTHEAST OF SCHOOL HOUSE, 16 FEET WEST OF WEST RAIL, ABOUT
 HW2165'1 1/2 FEET ABOVE LEVEL OF TRACK, AND SET ON TOP OF NORTHEAST
 HW2165'CORNER OF A 6-FOOT LONG-BY 6-FOOT WIDE-BY-2 FOOT HIGH CONCRETE
 HW2165'FOUNDATION FOR ABANDONED WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2014 ***********************************************************************
 HW2014  DESIGNATION -  Y 31
 HW2014  PID         -  HW2014
 HW2014  STATE/COUNTY-  WV/RANDOLPH
 HW2014  USGS QUAD   -  JUNIOR (1976)
 HW2014
 HW2014                         *CURRENT SURVEY CONTROL
 HW2014  ___________________________________________________________________
 HW2014* NAD 83(1986)-  38 56 42.     (N)    079 58 37.     (W)     SCALED    
 HW2014* NAVD 88     -       566.649  (meters)    1859.08   (feet)  ADJUSTED  
 HW2014  ___________________________________________________________________
 HW2014  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HW2014  DYNAMIC HT  -         566.249 (meters)    1857.77  (feet)  COMP
 HW2014  MODELED GRAV-     979,903.1   (mgal)                       NAVD 88
 HW2014
 HW2014  VERT ORDER  -  SECOND    CLASS 0
 HW2014
 HW2014.The horizontal coordinates were scaled from a topographic map and have
 HW2014.an estimated accuracy of +/- 6 seconds.
 HW2014
 HW2014.The orthometric height was determined by differential leveling
 HW2014.and adjusted by the National Geodetic Survey in June 1991..
 HW2014
 HW2014.The geoid height was determined by GEOID03.
 HW2014
 HW2014.The dynamic height is computed by dividing the NAVD 88
 HW2014.geopotential number by the normal gravity value computed on the
 HW2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2014.degrees latitude (g = 980.6199 gals.).
 HW2014
 HW2014.The modeled gravity was interpolated from observed gravity values.
 HW2014
 HW2014;                    North         East    Units  Estimated Accuracy
 HW2014;SPC WV S     -   216,370.      688,690.      MT  (+/- 180 meters Scaled)
 HW2014
 HW2014                          SUPERSEDED SURVEY CONTROL
 HW2014
 HW2014  NGVD 29 (??/??/92)  566.819  (m)         1859.64   (f) ADJ UNCH    2 0
 HW2014
 HW2014.Superseded values are not recommended for survey control.
 HW2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2014.See file dsdata.txt to determine how the superseded data were derived.
 HW2014
 HW2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND886111(NAD 83)
 HW2014_MARKER: DB = BENCH MARK DISK
 HW2014_SETTING: 66 = SET IN ROCK OUTCROP
 HW2014_SP_SET: ROCK OUTCROP
 HW2014_STAMPING: Y 31 1935
 HW2014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2014+STABILITY: POSITION/ELEVATION WELL
 HW2014
 HW2014  HISTORY     - Date     Condition        Report By
 HW2014  HISTORY     - 1935     MONUMENTED       CGS
 HW2014  HISTORY     - 1962     GOOD             NGS
 HW2014  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2014  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW2014
 HW2014                          STATION DESCRIPTION
 HW2014
 HW2014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW2014'2.5 MI NW FROM NORTON.
 HW2014'ABOUT 0.5 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HW2014'OFFICE AT NORTON, THENCE ABOUT 2.0 MILES NORTHWEST ALONG THE
 HW2014'BALTIMORE AND OHIO RAILROAD, 0.1 MILE SOUTH OF MILEPOST 9, SET
 HW2014'ON TOP OF A PROTRUDING LEDGE OF A ROCK OUTCROP THAT IS ABOUT
 HW2014'75 FEET LONG, 24 FEET WEST OF THE WEST RAIL, AND ABOUT LEVEL
 HW2014'WITH THE TRACK.
 HW2014
 HW2014                          STATION RECOVERY (1983)
 HW2014
 HW2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2014'MARK NOT FOUND.
 HW2014
 HW2014                          STATION RECOVERY (1983)
 HW2014
 HW2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2979 ***********************************************************************
 KY2979  DESIGNATION -  Y 312
 KY2979  PID         -  KY2979
 KY2979  STATE/COUNTY-  WV/MARSHALL
 KY2979  USGS QUAD   -  WHEELING (1994)
 KY2979
 KY2979                         *CURRENT SURVEY CONTROL
 KY2979  ___________________________________________________________________
 KY2979* NAD 83(1986)-  40 01 37.     (N)    080 43 39.     (W)     SCALED    
 KY2979* NAVD 88     -       201.566  (meters)     661.30   (feet)  ADJUSTED  
 KY2979  ___________________________________________________________________
 KY2979  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY2979  DYNAMIC HT  -         201.453 (meters)     660.93  (feet)  COMP
 KY2979  MODELED GRAV-     980,064.4   (mgal)                       NAVD 88
 KY2979
 KY2979  VERT ORDER  -  FIRST     CLASS II
 KY2979
 KY2979.The horizontal coordinates were scaled from a topographic map and have
 KY2979.an estimated accuracy of +/- 6 seconds.
 KY2979
 KY2979.The orthometric height was determined by differential leveling
 KY2979.and adjusted by the National Geodetic Survey in June 1991..
 KY2979
 KY2979.The geoid height was determined by GEOID03.
 KY2979
 KY2979.The dynamic height is computed by dividing the NAVD 88
 KY2979.geopotential number by the normal gravity value computed on the
 KY2979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2979.degrees latitude (g = 980.6199 gals.).
 KY2979
 KY2979.The modeled gravity was interpolated from observed gravity values.
 KY2979
 KY2979;                    North         East    Units  Estimated Accuracy
 KY2979;SPC WV N     -   170,240.      495,230.      MT  (+/- 180 meters Scaled)
 KY2979
 KY2979                          SUPERSEDED SURVEY CONTROL
 KY2979
 KY2979.No superseded survey control is available for this station.
 KY2979
 KY2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE232307(NAD 83)
 KY2979_MARKER: DB = BENCH MARK DISK
 KY2979_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY2979_SP_SET: BRIDGE ABUTMENT
 KY2979_STAMPING: Y 312 1983
 KY2979_MARK LOGO: NGS   
 KY2979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2979
 KY2979  HISTORY     - Date     Condition        Report By
 KY2979  HISTORY     - 1983     MONUMENTED       NGS
 KY2979
 KY2979                          STATION DESCRIPTION
 KY2979
 KY2979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2979'2.7 KM (1.7 MI) SOUTH FROM WHEELING.
 KY2979'2.7 KM (1.7 MI) SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY2979'CROSSING OF 29TH STREET IN WHEELING TO THE MARK ON THE LEFT, IN TOP OF
 KY2979'THE NORTHEAST ABUTMENT OF THE RAILROAD BRIDGE OVER JACOB STREET,
 KY2979'1.58 METERS (5.2 FT) EAST OF THE EAST RAIL, 44.50 METERS (146.0 FT)
 KY2979'NORTHEAST OF MILE MARKER 3, 0.49 METER (1.6 FT) NORTH OF THE NORTH END
 KY2979'OF THE BRIDGE.
 KY2979'THE MARK IS 0.49 METERS  S FROM A WITNESS POST.
 KY2979'THE MARK IS 0.30 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1746 ***********************************************************************
 JX1746  DESIGNATION -  Y 314
 JX1746  PID         -  JX1746
 JX1746  STATE/COUNTY-  WV/RITCHIE
 JX1746  USGS QUAD   -  SCHULTZ (1975)
 JX1746
 JX1746                         *CURRENT SURVEY CONTROL
 JX1746  ___________________________________________________________________
 JX1746* NAD 83(1986)-  39 15 40.     (N)    081 09 25.     (W)     SCALED    
 JX1746* NAVD 88     -       350.267  (meters)    1149.17   (feet)  ADJUSTED  
 JX1746  ___________________________________________________________________
 JX1746  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX1746  DYNAMIC HT  -         350.052 (meters)    1148.46  (feet)  COMP
 JX1746  MODELED GRAV-     980,002.6   (mgal)                       NAVD 88
 JX1746
 JX1746  VERT ORDER  -  FIRST     CLASS II
 JX1746
 JX1746.The horizontal coordinates were scaled from a topographic map and have
 JX1746.an estimated accuracy of +/- 6 seconds.
 JX1746
 JX1746.The orthometric height was determined by differential leveling
 JX1746.and adjusted by the National Geodetic Survey in June 1991..
 JX1746
 JX1746.The geoid height was determined by GEOID03.
 JX1746
 JX1746.The dynamic height is computed by dividing the NAVD 88
 JX1746.geopotential number by the normal gravity value computed on the
 JX1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1746.degrees latitude (g = 980.6199 gals.).
 JX1746
 JX1746.The modeled gravity was interpolated from observed gravity values.
 JX1746
 JX1746;                    North         East    Units  Estimated Accuracy
 JX1746;SPC WV N     -    85,820.      457,010.      MT  (+/- 180 meters Scaled)
 JX1746
 JX1746                          SUPERSEDED SURVEY CONTROL
 JX1746
 JX1746.No superseded survey control is available for this station.
 JX1746
 JX1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD864457(NAD 83)
 JX1746_MARKER: DB = BENCH MARK DISK
 JX1746_SETTING: 66 = SET IN ROCK OUTCROP
 JX1746_SP_SET: ROCK OUTCROP
 JX1746_STAMPING: Y 314 1983
 JX1746_MARK LOGO: NGS   
 JX1746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1746+STABILITY: POSITION/ELEVATION WELL
 JX1746
 JX1746  HISTORY     - Date     Condition        Report By
 JX1746  HISTORY     - 1983     MONUMENTED       NGS
 JX1746
 JX1746                          STATION DESCRIPTION
 JX1746
 JX1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1746'8.4 KM (5.25 MI) WEST FROM ELLENBORO.
 JX1746'8.4 KM (5.25 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1746'HIGHWAY 16 IN ELLENBORO TO THE MARK ON THE RIGHT, 24.5 METERS
 JX1746'(80.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 JX1746'HIGHWAY.
 JX1746'THE MARK IS 0.91 METERS  W FROM A WITNESS POST.
 JX1746'THE MARK IS 4.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1037 ***********************************************************************
 JW1037  DESIGNATION -  Y 315
 JW1037  PID         -  JW1037
 JW1037  STATE/COUNTY-  WV/MONONGALIA
 JW1037  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1037
 JW1037                         *CURRENT SURVEY CONTROL
 JW1037  ___________________________________________________________________
 JW1037* NAD 83(1986)-  39 33 57.     (N)    079 58 56.     (W)     SCALED    
 JW1037* NAVD 88     -       310.921  (meters)    1020.08   (feet)  ADJUSTED  
 JW1037  ___________________________________________________________________
 JW1037  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JW1037  DYNAMIC HT  -         310.731 (meters)    1019.46  (feet)  COMP
 JW1037  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 JW1037
 JW1037  VERT ORDER  -  FIRST     CLASS II
 JW1037
 JW1037.The horizontal coordinates were scaled from a topographic map and have
 JW1037.an estimated accuracy of +/- 6 seconds.
 JW1037
 JW1037.The orthometric height was determined by differential leveling
 JW1037.and adjusted by the National Geodetic Survey in June 1991..
 JW1037
 JW1037.The geoid height was determined by GEOID03.
 JW1037
 JW1037.The dynamic height is computed by dividing the NAVD 88
 JW1037.geopotential number by the normal gravity value computed on the
 JW1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1037.degrees latitude (g = 980.6199 gals.).
 JW1037
 JW1037.The modeled gravity was interpolated from observed gravity values.
 JW1037
 JW1037;                    North         East    Units  Estimated Accuracy
 JW1037;SPC WV N     -   118,440.      558,560.      MT  (+/- 180 meters Scaled)
 JW1037
 JW1037                          SUPERSEDED SURVEY CONTROL
 JW1037
 JW1037.No superseded survey control is available for this station.
 JW1037
 JW1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND874800(NAD 83)
 JW1037_MARKER: DB = BENCH MARK DISK
 JW1037_SETTING: 66 = SET IN ROCK OUTCROP
 JW1037_SP_SET: ROCK OUTCROP
 JW1037_STAMPING: Y 315 1983
 JW1037_MARK LOGO: NGS   
 JW1037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1037+STABILITY: POSITION/ELEVATION WELL
 JW1037
 JW1037  HISTORY     - Date     Condition        Report By
 JW1037  HISTORY     - 1983     MONUMENTED       NGS
 JW1037
 JW1037                          STATION DESCRIPTION
 JW1037
 JW1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1037'7.6 KM (4.75 MI) SOUTH FROM MORGANTOWN.
 JW1037'7.6 KM (4.75 MI) SOUTH ALONG INTERSTATE 79 FROM THE SOUTH END OF THE
 JW1037'INTERSTATE BRIDGE OVER U.S. HIGHWAY 19 IN MORGANTOWN TO THE MARK ON
 JW1037'THE RIGHT, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 148, 12.03 METERS
 JW1037'(39.5 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE
 JW1037'INTERSTATE, 32.30 METERS (106.0 FT) NORTHWEST OF THE CENTER OF THE
 JW1037'JUNCTION OF AN EMERGENCY U-TURN, 28.05 METERS (92.0 FT) SOUTH OF THE
 JW1037'NORTH END OF THE ROCK CUT.
 JW1037'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 JW1037'THE MARK IS ABOVE LEVEL WITH INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1703 ***********************************************************************
 JX1703  DESIGNATION -  Y 316
 JX1703  PID         -  JX1703
 JX1703  STATE/COUNTY-  WV/TYLER
 JX1703  USGS QUAD   -  NEW MATAMORAS (1994)
 JX1703
 JX1703                         *CURRENT SURVEY CONTROL
 JX1703  ___________________________________________________________________
 JX1703* NAD 83(1986)-  39 30 27.     (N)    081 04 13.     (W)     SCALED    
 JX1703* NAVD 88     -       189.314  (meters)     621.11   (feet)  ADJUSTED  
 JX1703  ___________________________________________________________________
 JX1703  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JX1703  DYNAMIC HT  -         189.201 (meters)     620.74  (feet)  COMP
 JX1703  MODELED GRAV-     980,030.2   (mgal)                       NAVD 88
 JX1703
 JX1703  VERT ORDER  -  FIRST     CLASS II
 JX1703
 JX1703.The horizontal coordinates were scaled from a topographic map and have
 JX1703.an estimated accuracy of +/- 6 seconds.
 JX1703
 JX1703.The orthometric height was determined by differential leveling
 JX1703.and adjusted by the National Geodetic Survey in June 1991..
 JX1703
 JX1703.The geoid height was determined by GEOID03.
 JX1703
 JX1703.The dynamic height is computed by dividing the NAVD 88
 JX1703.geopotential number by the normal gravity value computed on the
 JX1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1703.degrees latitude (g = 980.6199 gals.).
 JX1703
 JX1703.The modeled gravity was interpolated from observed gravity values.
 JX1703
 JX1703;                    North         East    Units  Estimated Accuracy
 JX1703;SPC WV N     -   113,030.      464,960.      MT  (+/- 180 meters Scaled)
 JX1703
 JX1703                          SUPERSEDED SURVEY CONTROL
 JX1703
 JX1703.No superseded survey control is available for this station.
 JX1703
 JX1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD939730(NAD 83)
 JX1703_MARKER: DB = BENCH MARK DISK
 JX1703_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1703_SP_SET: HEADWALL
 JX1703_STAMPING: Y 316 1983
 JX1703_MARK LOGO: NGS   
 JX1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1703+STABILITY: SURFACE MOTION
 JX1703
 JX1703  HISTORY     - Date     Condition        Report By
 JX1703  HISTORY     - 1983     MONUMENTED       NGS
 JX1703
 JX1703                          STATION DESCRIPTION
 JX1703
 JX1703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1703'1.1 KM (0.7 MI) SW FROM FRIENDLY.
 JX1703'1.1 KM (0.7 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 JX1703'IN FRIENDLY TO THE MARK ON THE LEFT, IN TOP OF THE NORTHEAST END OF A
 JX1703'CONCRETE HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY FOR YOHO RUN,
 JX1703'8.08 METERS (26.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 JX1703'13.23 METERS (43.4 FT) SOUTHWEST OF MILE MARKER 4, 6.40 METERS
 JX1703'(21.0 FT) SOUTHWEST OF THE CENTER OF A GRAVEL DRIVE, 3.02 METERS
 JX1703'(9.9 FT) NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 JX1703'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1124 ***********************************************************************
 JW1124  DESIGNATION -  Y 317
 JW1124  PID         -  JW1124
 JW1124  STATE/COUNTY-  WV/PRESTON
 JW1124  USGS QUAD   -  KINGWOOD (1976)
 JW1124
 JW1124                         *CURRENT SURVEY CONTROL
 JW1124  ___________________________________________________________________
 JW1124* NAD 83(1986)-  39 26 37.     (N)    079 40 55.     (W)     SCALED    
 JW1124* NAVD 88     -       421.276  (meters)    1382.14   (feet)  ADJUSTED  
 JW1124  ___________________________________________________________________
 JW1124  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JW1124  DYNAMIC HT  -         421.014 (meters)    1381.28  (feet)  COMP
 JW1124  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JW1124
 JW1124  VERT ORDER  -  FIRST     CLASS II
 JW1124
 JW1124.The horizontal coordinates were scaled from a topographic map and have
 JW1124.an estimated accuracy of +/- 6 seconds.
 JW1124
 JW1124.The orthometric height was determined by differential leveling
 JW1124.and adjusted by the National Geodetic Survey in June 1991..
 JW1124
 JW1124.The geoid height was determined by GEOID03.
 JW1124
 JW1124.The dynamic height is computed by dividing the NAVD 88
 JW1124.geopotential number by the normal gravity value computed on the
 JW1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1124.degrees latitude (g = 980.6199 gals.).
 JW1124
 JW1124.The modeled gravity was interpolated from observed gravity values.
 JW1124
 JW1124;                    North         East    Units  Estimated Accuracy
 JW1124;SPC WV N     -   104,770.      584,340.      MT  (+/- 180 meters Scaled)
 JW1124
 JW1124                          SUPERSEDED SURVEY CONTROL
 JW1124
 JW1124.No superseded survey control is available for this station.
 JW1124
 JW1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD134668(NAD 83)
 JW1124_MARKER: DB = BENCH MARK DISK
 JW1124_SETTING: 66 = SET IN ROCK OUTCROP
 JW1124_SP_SET: ROCK OUTCROP
 JW1124_STAMPING: Y 317 1983
 JW1124_MARK LOGO: NGS   
 JW1124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1124+STABILITY: POSITION/ELEVATION WELL
 JW1124
 JW1124  HISTORY     - Date     Condition        Report By
 JW1124  HISTORY     - 1983     MONUMENTED       NGS
 JW1124
 JW1124                          STATION DESCRIPTION
 JW1124
 JW1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1124'14.6 KM (9.1 MI) NORTH FROM ROWLESBURG.
 JW1124'14.6 KM (9.1 MI) NORTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1124'ELEMENTARY SCHOOL IN ROWLESBURG TO THE MARK ON THE LEFT, IN THE BASE
 JW1124'OF A ROCK CUT, 0.3 KM (0.2 MI) SOUTHWEST OF A PAVED ROAD LEADING
 JW1124'NORTHWEST, 7.16 METERS (23.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 JW1124'HIGHWAY, 17.06 METERS (56.0 FT) NORTH AND ACROSS THE HIGHWAY FROM
 JW1124'TELEPHONE POLE 24.
 JW1124'THE MARK IS 0.18 METERS  NE FROM A WITNESS POST.
 JW1124'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1769 ***********************************************************************
 JX1769  DESIGNATION -  Y 319
 JX1769  PID         -  JX1769
 JX1769  STATE/COUNTY-  WV/HARRISON
 JX1769  USGS QUAD   -  CLARKSBURG (1976)
 JX1769
 JX1769                         *CURRENT SURVEY CONTROL
 JX1769  ___________________________________________________________________
 JX1769* NAD 83(1986)-  39 17 29.     (N)    080 21 51.     (W)     SCALED    
 JX1769* NAVD 88     -       303.756  (meters)     996.57   (feet)  ADJUSTED  
 JX1769  ___________________________________________________________________
 JX1769  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JX1769  DYNAMIC HT  -         303.566 (meters)     995.95  (feet)  COMP
 JX1769  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 JX1769
 JX1769  VERT ORDER  -  FIRST     CLASS II
 JX1769
 JX1769.The horizontal coordinates were scaled from a topographic map and have
 JX1769.an estimated accuracy of +/- 6 seconds.
 JX1769
 JX1769.The orthometric height was determined by differential leveling
 JX1769.and adjusted by the National Geodetic Survey in June 1991..
 JX1769
 JX1769.The geoid height was determined by GEOID03.
 JX1769
 JX1769.The dynamic height is computed by dividing the NAVD 88
 JX1769.geopotential number by the normal gravity value computed on the
 JX1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1769.degrees latitude (g = 980.6199 gals.).
 JX1769
 JX1769.The modeled gravity was interpolated from observed gravity values.
 JX1769
 JX1769;                    North         East    Units  Estimated Accuracy
 JX1769;SPC WV N     -    88,220.      525,450.      MT  (+/- 180 meters Scaled)
 JX1769
 JX1769                          SUPERSEDED SURVEY CONTROL
 JX1769
 JX1769.No superseded survey control is available for this station.
 JX1769
 JX1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND548493(NAD 83)
 JX1769_MARKER: DB = BENCH MARK DISK
 JX1769_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1769_SP_SET: ABUTMENT
 JX1769_STAMPING: Y 319 1983
 JX1769_MARK LOGO: NGS   
 JX1769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1769+STABILITY: POSITION/ELEVATION WELL
 JX1769
 JX1769  HISTORY     - Date     Condition        Report By
 JX1769  HISTORY     - 1983     MONUMENTED       NGS
 JX1769
 JX1769                          STATION DESCRIPTION
 JX1769
 JX1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1769'IN CLARKSBURG.
 JX1769'IN CLARKSBURG, 7.9 KM (4.95 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE
 JX1769'JUNCTION OF INTERSTATE 79 TO THE MARK ON THE LEFT, IN THE SOUTHWEST
 JX1769'ABUTMENT OF THE HIGHWAY BRIDGE OVER THE BALTIMORE AND OHIO RAILROAD,
 JX1769'11.5 METERS (38.0 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 JX1769'LANE OF THE HIGHWAY.
 JX1769'THE MARK IS 0.76 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0799 ***********************************************************************
 JW0799  DESIGNATION -  Y 32
 JW0799  PID         -  JW0799
 JW0799  STATE/COUNTY-  WV/PRESTON
 JW0799  USGS QUAD   -  ROWLESBURG (1995)
 JW0799
 JW0799                         *CURRENT SURVEY CONTROL
 JW0799  ___________________________________________________________________
 JW0799* NAD 83(1986)-  39 20 46.     (N)    079 40 11.     (W)     SCALED    
 JW0799* NAVD 88     -       428.242  (meters)    1404.99   (feet)  ADJUSTED  
 JW0799  ___________________________________________________________________
 JW0799  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JW0799  DYNAMIC HT  -         427.969 (meters)    1404.10  (feet)  COMP
 JW0799  MODELED GRAV-     979,977.8   (mgal)                       NAVD 88
 JW0799
 JW0799  VERT ORDER  -  FIRST     CLASS II
 JW0799
 JW0799.The horizontal coordinates were scaled from a topographic map and have
 JW0799.an estimated accuracy of +/- 6 seconds.
 JW0799
 JW0799.The orthometric height was determined by differential leveling
 JW0799.and adjusted by the National Geodetic Survey in June 1991..
 JW0799
 JW0799.The geoid height was determined by GEOID03.
 JW0799
 JW0799.The dynamic height is computed by dividing the NAVD 88
 JW0799.geopotential number by the normal gravity value computed on the
 JW0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0799.degrees latitude (g = 980.6199 gals.).
 JW0799
 JW0799.The modeled gravity was interpolated from observed gravity values.
 JW0799
 JW0799;                    North         East    Units  Estimated Accuracy
 JW0799;SPC WV N     -    93,950.      585,370.      MT  (+/- 180 meters Scaled)
 JW0799
 JW0799                          SUPERSEDED SURVEY CONTROL
 JW0799
 JW0799  NGVD 29 (??/??/92)  428.451  (m)         1405.68   (f) ADJ UNCH    1 2
 JW0799
 JW0799.Superseded values are not recommended for survey control.
 JW0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0799.See file dsdata.txt to determine how the superseded data were derived.
 JW0799
 JW0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD146560(NAD 83)
 JW0799_MARKER: DB = BENCH MARK DISK
 JW0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0799_STAMPING: Y 32 1935
 JW0799_MARK LOGO: CGS   
 JW0799_PROJECTION: PROJECTING 6 CENTIMETERS
 JW0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0799+STABILITY: SURFACE MOTION
 JW0799
 JW0799  HISTORY     - Date     Condition        Report By
 JW0799  HISTORY     - 1935     MONUMENTED       CGS
 JW0799  HISTORY     - 1983     GOOD             NGS
 JW0799  HISTORY     - 1983     GOOD             NGS
 JW0799
 JW0799                          STATION DESCRIPTION
 JW0799
 JW0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0799'AT ROWLESBURG.
 JW0799'AT ROWLESBURG, PRESTON COUNTY, 93 FEET WEST OF THE BALTIMORE AND
 JW0799'OHIO RAILROAD STATION, IN THE NORTHWEST CORNER OF THE RAILROAD
 JW0799'PARK, 39 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, 30 FEET
 JW0799'EAST OF THE CENTERLINE OF MAIN STREET, AND 3 FEET SOUTHEAST OF
 JW0799'THE CORNER OF A HEDGE.  A STANDARD DISK, STAMPED Y 32 1935 AND
 JW0799'SET IN THE TOP OF A CONCRETE POST.
 JW0799
 JW0799                          STATION RECOVERY (1983)
 JW0799
 JW0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0799'RECOVERED IN GOOD CONDITION.
 JW0799
 JW0799                          STATION RECOVERY (1983)
 JW0799
 JW0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0799'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN ROWLESBURG,
 JW0799'AT THE BALTIMORE AND OHIO RAILROAD CROSSING STATE HIGHWAY 72, AT THE
 JW0799'NORTHWEST CORNER OF A HEDGE ROW ON THE WEST SIDE OF A VETERANS
 JW0799'MEMORIAL PARK, 8.53 METERS (28.0 FT) EAST OF THE CENTERLINE OF THE
 JW0799'HIGHWAY, 28.19 METERS (92.5 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER
 JW0799'OF THE RAILROAD STATION, 11.27 METERS (37.0 FT) NORTH-NORTHWEST OF A
 JW0799'FLAGPOLE FOR THE PARK, 9.14 METERS (30.0 FT) SOUTH OF THE SOUTH RAIL
 JW0799'OF THE TRACKS.
 JW0799'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4099 ***********************************************************************
 JV4099  DESIGNATION -  Y 320
 JV4099  PID         -  JV4099
 JV4099  STATE/COUNTY-  WV/JEFFERSON
 JV4099  USGS QUAD   -  MIDDLEWAY (1978)
 JV4099
 JV4099                         *CURRENT SURVEY CONTROL
 JV4099  ___________________________________________________________________
 JV4099* NAD 83(1986)-  39 15 01.     (N)    077 57 26.     (W)     SCALED    
 JV4099* NAVD 88     -       190.642  (meters)     625.46   (feet)  ADJUSTED  
 JV4099  ___________________________________________________________________
 JV4099  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JV4099  DYNAMIC HT  -         190.523 (meters)     625.07  (feet)  COMP
 JV4099  MODELED GRAV-     980,003.3   (mgal)                       NAVD 88
 JV4099
 JV4099  VERT ORDER  -  FIRST     CLASS II
 JV4099
 JV4099.The horizontal coordinates were scaled from a topographic map and have
 JV4099.an estimated accuracy of +/- 6 seconds.
 JV4099
 JV4099.The orthometric height was determined by differential leveling
 JV4099.and adjusted by the National Geodetic Survey in June 1991..
 JV4099
 JV4099.The geoid height was determined by GEOID03.
 JV4099
 JV4099.The dynamic height is computed by dividing the NAVD 88
 JV4099.geopotential number by the normal gravity value computed on the
 JV4099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4099.degrees latitude (g = 980.6199 gals.).
 JV4099
 JV4099.The modeled gravity was interpolated from observed gravity values.
 JV4099
 JV4099;                    North         East    Units  Estimated Accuracy
 JV4099;SPC WV N     -    84,440.      733,160.      MT  (+/- 180 meters Scaled)
 JV4099
 JV4099                          SUPERSEDED SURVEY CONTROL
 JV4099
 JV4099.No superseded survey control is available for this station.
 JV4099
 JV4099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ448487(NAD 83)
 JV4099_MARKER: DB = BENCH MARK DISK
 JV4099_SETTING: 66 = SET IN ROCK OUTCROP
 JV4099_SP_SET: ROCK OUTCROP
 JV4099_STAMPING: Y 320 1983
 JV4099_MARK LOGO: NGS   
 JV4099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4099+STABILITY: POSITION/ELEVATION WELL
 JV4099
 JV4099  HISTORY     - Date     Condition        Report By
 JV4099  HISTORY     - 1983     MONUMENTED       NGS
 JV4099
 JV4099                          STATION DESCRIPTION
 JV4099
 JV4099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4099'IN SUMMIT POINT.
 JV4099'IN SUMMIT POINT, 0.2 KM (0.1 MI) SOUTHWEST ALONG COUNTY ROAD 13 FROM
 JV4099'THE JUNCTION OF LEETOWN ROAD TO THE MARK ON THE RIGHT, 7.4 METERS
 JV4099'(24.5 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 14.0 METERS
 JV4099'(46.0 FT) NORTH OF POWER POLE M54544 WITH A TRANSFORMER.
 JV4099'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 JV4099'THE MARK IS 0.30 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3195 ***********************************************************************
 HW3195  DESIGNATION -  Y 322
 HW3195  PID         -  HW3195
 HW3195  STATE/COUNTY-  WV/BARBOUR
 HW3195  USGS QUAD   -  JUNIOR (1976)
 HW3195
 HW3195                         *CURRENT SURVEY CONTROL
 HW3195  ___________________________________________________________________
 HW3195* NAD 83(1986)-  38 58 02.     (N)    079 57 44.     (W)     SCALED    
 HW3195* NAVD 88     -       530.052  (meters)    1739.01   (feet)  ADJUSTED  
 HW3195  ___________________________________________________________________
 HW3195  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 HW3195  DYNAMIC HT  -         529.684 (meters)    1737.80  (feet)  COMP
 HW3195  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 HW3195
 HW3195  VERT ORDER  -  FIRST     CLASS II
 HW3195
 HW3195.The horizontal coordinates were scaled from a topographic map and have
 HW3195.an estimated accuracy of +/- 6 seconds.
 HW3195
 HW3195.The orthometric height was determined by differential leveling
 HW3195.and adjusted by the National Geodetic Survey in June 1991..
 HW3195
 HW3195.The geoid height was determined by GEOID03.
 HW3195
 HW3195.The dynamic height is computed by dividing the NAVD 88
 HW3195.geopotential number by the normal gravity value computed on the
 HW3195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3195.degrees latitude (g = 980.6199 gals.).
 HW3195
 HW3195.The modeled gravity was interpolated from observed gravity values.
 HW3195
 HW3195;                    North         East    Units  Estimated Accuracy
 HW3195;SPC WV N     -    51,970.      559,940.      MT  (+/- 180 meters Scaled)
 HW3195
 HW3195                          SUPERSEDED SURVEY CONTROL
 HW3195
 HW3195.No superseded survey control is available for this station.
 HW3195
 HW3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND899136(NAD 83)
 HW3195_MARKER: DB = BENCH MARK DISK
 HW3195_SETTING: 66 = SET IN ROCK OUTCROP
 HW3195_SP_SET: ROCK OUTCROP
 HW3195_STAMPING: Y 322 1983
 HW3195_MARK LOGO: NGS   
 HW3195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3195+STABILITY: POSITION/ELEVATION WELL
 HW3195
 HW3195  HISTORY     - Date     Condition        Report By
 HW3195  HISTORY     - 1983     MONUMENTED       NGS
 HW3195
 HW3195                          STATION DESCRIPTION
 HW3195
 HW3195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3195'7.9 KM (4.9 MI) SOUTH FROM BELINGTON.
 HW3195'7.9 KM (4.9 MI) SOUTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 HW3195'BELINGTON TO THE MARK ON THE LEFT, SET IN TOP OF AND CENTERED OF A
 HW3195'LOWER SHELF OF A LARGE CUT ROCK, 12.80 METERS (42.0 FT) SOUTHEAST OF
 HW3195'THE CENTERLINE OF THE HIGHWAY, 11.89 METERS (39.0 FT) SOUTHWEST OF THE
 HW3195'CENTER OF BEAVER CREEK ROAD.
 HW3195'THE MARK IS 0.4 METERS  WSW FROM A WITNESS POST.
 HW3195'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3217 ***********************************************************************
 GX3217  DESIGNATION -  Y 323
 GX3217  PID         -  GX3217
 GX3217  STATE/COUNTY-  WV/GREENBRIER
 GX3217  USGS QUAD   -  WILLIAMSBURG (1972)
 GX3217
 GX3217                         *CURRENT SURVEY CONTROL
 GX3217  ___________________________________________________________________
 GX3217* NAD 83(1986)-  37 58 28.     (N)    080 23 09.     (W)     SCALED    
 GX3217* NAVD 88     -       602.060  (meters)    1975.26   (feet)  ADJUSTED  
 GX3217  ___________________________________________________________________
 GX3217  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX3217  DYNAMIC HT  -         601.567 (meters)    1973.64  (feet)  COMP
 GX3217  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 GX3217
 GX3217  VERT ORDER  -  FIRST     CLASS II
 GX3217
 GX3217.The horizontal coordinates were scaled from a topographic map and have
 GX3217.an estimated accuracy of +/- 6 seconds.
 GX3217
 GX3217.The orthometric height was determined by differential leveling
 GX3217.and adjusted by the National Geodetic Survey in June 1991..
 GX3217
 GX3217.The geoid height was determined by GEOID03.
 GX3217
 GX3217.The dynamic height is computed by dividing the NAVD 88
 GX3217.geopotential number by the normal gravity value computed on the
 GX3217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3217.degrees latitude (g = 980.6199 gals.).
 GX3217
 GX3217.The modeled gravity was interpolated from observed gravity values.
 GX3217
 GX3217;                    North         East    Units  Estimated Accuracy
 GX3217;SPC WV S     -   108,330.      653,960.      MT  (+/- 180 meters Scaled)
 GX3217
 GX3217                          SUPERSEDED SURVEY CONTROL
 GX3217
 GX3217.No superseded survey control is available for this station.
 GX3217
 GX3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC539031(NAD 83)
 GX3217_MARKER: DB = BENCH MARK DISK
 GX3217_SETTING: 66 = SET IN ROCK OUTCROP
 GX3217_SP_SET: ROCK OUTCROP
 GX3217_STAMPING: Y 323 1983
 GX3217_MARK LOGO: NGS   
 GX3217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3217+STABILITY: POSITION/ELEVATION WELL
 GX3217
 GX3217  HISTORY     - Date     Condition        Report By
 GX3217  HISTORY     - 1983     MONUMENTED       NGS
 GX3217
 GX3217                          STATION DESCRIPTION
 GX3217
 GX3217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GX3217'3.4 KM (2.15 MI) SOUTH FROM RENICK.
 GX3217'3.4 KM (2.15 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 GX3217'RENICK TO THE MARK ON THE RIGHT, SET VERTICALLY IN THE FACE OF A ROCK
 GX3217'CUT, 6.10 METERS (20.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 GX3217'2.65 METERS (8.7 FT) SOUTH OF THE SOUTH END OF A CULVERT UNDER THE
 GX3217'HIGHWAY.
 GX3217'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2804 ***********************************************************************
 HX2804  DESIGNATION -  Y 324
 HX2804  PID         -  HX2804
 HX2804  STATE/COUNTY-  WV/POCAHONTAS
 HX2804  USGS QUAD   -  DROOP (1995)
 HX2804
 HX2804                         *CURRENT SURVEY CONTROL
 HX2804  ___________________________________________________________________
 HX2804* NAD 83(1986)-  38 06 46.     (N)    080 15 45.     (W)     SCALED    
 HX2804* NAVD 88     -       887.388  (meters)    2911.37   (feet)  ADJUSTED  
 HX2804  ___________________________________________________________________
 HX2804  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX2804  DYNAMIC HT  -         886.635 (meters)    2908.90  (feet)  COMP
 HX2804  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 HX2804
 HX2804  VERT ORDER  -  FIRST     CLASS II
 HX2804
 HX2804.The horizontal coordinates were scaled from a topographic map and have
 HX2804.an estimated accuracy of +/- 6 seconds.
 HX2804
 HX2804.The orthometric height was determined by differential leveling
 HX2804.and adjusted by the National Geodetic Survey in June 1991..
 HX2804
 HX2804.The geoid height was determined by GEOID03.
 HX2804
 HX2804.The dynamic height is computed by dividing the NAVD 88
 HX2804.geopotential number by the normal gravity value computed on the
 HX2804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2804.degrees latitude (g = 980.6199 gals.).
 HX2804
 HX2804.The modeled gravity was interpolated from observed gravity values.
 HX2804
 HX2804;                    North         East    Units  Estimated Accuracy
 HX2804;SPC WV S     -   123,760.      664,670.      MT  (+/- 180 meters Scaled)
 HX2804
 HX2804                          SUPERSEDED SURVEY CONTROL
 HX2804
 HX2804.No superseded survey control is available for this station.
 HX2804
 HX2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC646185(NAD 83)
 HX2804_MARKER: DB = BENCH MARK DISK
 HX2804_SETTING: 66 = SET IN ROCK OUTCROP
 HX2804_SP_SET: ROCK OUTCROP
 HX2804_STAMPING: Y 324 1983
 HX2804_MARK LOGO: NGS   
 HX2804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2804+STABILITY: POSITION/ELEVATION WELL
 HX2804
 HX2804  HISTORY     - Date     Condition        Report By
 HX2804  HISTORY     - 1983     MONUMENTED       NGS
 HX2804
 HX2804                          STATION DESCRIPTION
 HX2804
 HX2804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2804'5.9 KM (3.65 MI) SOUTH FROM HILLSBORO.
 HX2804'5.9 KM (3.65 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 HX2804'HILLSBORO TO THE MARK ON THE RIGHT, ALSO 5.3 KM (3.3 MI) NORTH ALONG
 HX2804'U.S. HIGHWAY 219 FROM THE POST OFFICE IN DROOP, IN A ROCK LEDGE OF A
 HX2804'ROCK CUT IN A SMALL TURN, 5.18 METERS (17.0 FT) NORTHWEST OF THE
 HX2804'CENTERLINE OF THE HIGHWAY, 13.56 METERS (44.5 FT) NORTHWEST OF AND
 HX2804'ACROSS THE HIGHWAY OF UTILITY POLE 97.
 HX2804'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3202 ***********************************************************************
 GX3202  DESIGNATION -  Y 325
 GX3202  PID         -  GX3202
 GX3202  STATE/COUNTY-  WV/GREENBRIER
 GX3202  USGS QUAD   -  FORT SPRING (1971)
 GX3202
 GX3202                         *CURRENT SURVEY CONTROL
 GX3202  ___________________________________________________________________
 GX3202* NAD 83(1986)-  37 44 21.     (N)    080 34 46.     (W)     SCALED    
 GX3202* NAVD 88     -       504.517  (meters)    1655.24   (feet)  ADJUSTED  
 GX3202  ___________________________________________________________________
 GX3202  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX3202  DYNAMIC HT  -         504.105 (meters)    1653.88  (feet)  COMP
 GX3202  MODELED GRAV-     979,799.0   (mgal)                       NAVD 88
 GX3202
 GX3202  VERT ORDER  -  FIRST     CLASS II
 GX3202
 GX3202.The horizontal coordinates were scaled from a topographic map and have
 GX3202.an estimated accuracy of +/- 6 seconds.
 GX3202
 GX3202.The orthometric height was determined by differential leveling
 GX3202.and adjusted by the National Geodetic Survey in June 1991..
 GX3202
 GX3202.The geoid height was determined by GEOID03.
 GX3202
 GX3202.The dynamic height is computed by dividing the NAVD 88
 GX3202.geopotential number by the normal gravity value computed on the
 GX3202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3202.degrees latitude (g = 980.6199 gals.).
 GX3202
 GX3202.The modeled gravity was interpolated from observed gravity values.
 GX3202
 GX3202;                    North         East    Units  Estimated Accuracy
 GX3202;SPC WV S     -    82,120.      637,070.      MT  (+/- 180 meters Scaled)
 GX3202
 GX3202                          SUPERSEDED SURVEY CONTROL
 GX3202
 GX3202.No superseded survey control is available for this station.
 GX3202
 GX3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB370769(NAD 83)
 GX3202_MARKER: DB = BENCH MARK DISK
 GX3202_SETTING: 66 = SET IN ROCK OUTCROP
 GX3202_SP_SET: ROCK OUTCROP
 GX3202_STAMPING: Y 325 1984
 GX3202_MARK LOGO: NGS   
 GX3202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3202+STABILITY: POSITION/ELEVATION WELL
 GX3202
 GX3202  HISTORY     - Date     Condition        Report By
 GX3202  HISTORY     - 1984     MONUMENTED       NGS
 GX3202
 GX3202                          STATION DESCRIPTION
 GX3202
 GX3202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3202'7.1 KM (4.4 MI) EAST FROM ALDERSON.
 GX3202'0.9 KM (0.55 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 GX3202'NORTH MONROE STREET IN ALDERSON, THENCE 6.2 KM (3.85 MI) EAST ALONG
 GX3202'STATE HIGHWAY 63 TO THE MARK ON THE LEFT, IN THE HIGHEST POINT OF A
 GX3202'LARGE ROCK OUTCROP, IN THE LAWN OF A NEW LIGHT BROWN BRICK HOUSE,
 GX3202'14.94 METERS (49.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GX3202'13.62 METERS (44.7 FT) EAST OF THE SOUTH CORNER OF THE HOUSE,
 GX3202'0.30 METER (1.0 FT) NORTHWEST OF THE SOUTHEAST POINT OF THE ROCK.
 GX3202'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4106 ***********************************************************************
 JV4106  DESIGNATION -  Y 326
 JV4106  PID         -  JV4106
 JV4106  STATE/COUNTY-  WV/BERKELEY
 JV4106  USGS QUAD   -  MARTINSBURG (1979)
 JV4106
 JV4106                         *CURRENT SURVEY CONTROL
 JV4106  ___________________________________________________________________
 JV4106* NAD 83(1986)-  39 29 49.     (N)    077 57 34.     (W)     SCALED    
 JV4106* NAVD 88     -       152.946  (meters)     501.79   (feet)  ADJUSTED  
 JV4106  ___________________________________________________________________
 JV4106  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JV4106  DYNAMIC HT  -         152.855 (meters)     501.49  (feet)  COMP
 JV4106  MODELED GRAV-     980,028.6   (mgal)                       NAVD 88
 JV4106
 JV4106  VERT ORDER  -  FIRST     CLASS II
 JV4106
 JV4106.The horizontal coordinates were scaled from a topographic map and have
 JV4106.an estimated accuracy of +/- 6 seconds.
 JV4106
 JV4106.The orthometric height was determined by differential leveling
 JV4106.and adjusted by the National Geodetic Survey in June 1991..
 JV4106
 JV4106.The geoid height was determined by GEOID03.
 JV4106
 JV4106.The dynamic height is computed by dividing the NAVD 88
 JV4106.geopotential number by the normal gravity value computed on the
 JV4106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4106.degrees latitude (g = 980.6199 gals.).
 JV4106
 JV4106.The modeled gravity was interpolated from observed gravity values.
 JV4106
 JV4106;                    North         East    Units  Estimated Accuracy
 JV4106;SPC WV N     -   111,810.      732,500.      MT  (+/- 180 meters Scaled)
 JV4106
 JV4106                          SUPERSEDED SURVEY CONTROL
 JV4106
 JV4106.No superseded survey control is available for this station.
 JV4106
 JV4106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ455761(NAD 83)
 JV4106_MARKER: DB = BENCH MARK DISK
 JV4106_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JV4106_SP_SET: ABUTMENT
 JV4106_STAMPING: Y 326 1983
 JV4106_MARK LOGO: NGS   
 JV4106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV4106
 JV4106  HISTORY     - Date     Condition        Report By
 JV4106  HISTORY     - 1983     MONUMENTED       NGS
 JV4106
 JV4106                          STATION DESCRIPTION
 JV4106
 JV4106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4106'4.8 KM (3.0 MI) NORTH FROM MARTINSBURG.
 JV4106'4.8 KM (3.0 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE COURTHOUSE IN
 JV4106'MARTINSBURG TO THE MARK ON THE LEFT, IN TOP OF THE WEST SIDE OF THE
 JV4106'SOUTH ABUTMENT OF THE HIGHWAY BRIDGE OVER INTERSTATE 81, 8.53 METERS
 JV4106'(28.0 FT) WEST OF THE SOUTHBOUND LANE OF HIGHWAY 9, 3.35 METERS
 JV4106'(11.0 FT) NORTH OF THE SOUTH END OF THE BRIDGE.
 JV4106'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3234 ***********************************************************************
 GX3234  DESIGNATION -  Y 328
 GX3234  PID         -  GX3234
 GX3234  STATE/COUNTY-  WV/GREENBRIER
 GX3234  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX3234
 GX3234                         *CURRENT SURVEY CONTROL
 GX3234  ___________________________________________________________________
 GX3234* NAD 83(1986)-  37 47 15.     (N)    080 15 37.     (W)     SCALED    
 GX3234* NAVD 88     -       625.605  (meters)    2052.51   (feet)  ADJUSTED  
 GX3234  ___________________________________________________________________
 GX3234  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GX3234  DYNAMIC HT  -         625.074 (meters)    2050.76  (feet)  COMP
 GX3234  MODELED GRAV-     979,760.5   (mgal)                       NAVD 88
 GX3234
 GX3234  VERT ORDER  -  FIRST     CLASS II
 GX3234
 GX3234.The horizontal coordinates were scaled from a topographic map and have
 GX3234.an estimated accuracy of +/- 6 seconds.
 GX3234
 GX3234.The orthometric height was determined by differential leveling
 GX3234.and adjusted by the National Geodetic Survey in June 1991..
 GX3234
 GX3234.The geoid height was determined by GEOID03.
 GX3234
 GX3234.The dynamic height is computed by dividing the NAVD 88
 GX3234.geopotential number by the normal gravity value computed on the
 GX3234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3234.degrees latitude (g = 980.6199 gals.).
 GX3234
 GX3234.The modeled gravity was interpolated from observed gravity values.
 GX3234
 GX3234;                    North         East    Units  Estimated Accuracy
 GX3234;SPC WV S     -    87,660.      665,160.      MT  (+/- 180 meters Scaled)
 GX3234
 GX3234                          SUPERSEDED SURVEY CONTROL
 GX3234
 GX3234.No superseded survey control is available for this station.
 GX3234
 GX3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB651824(NAD 83)
 GX3234_MARKER: DB = BENCH MARK DISK
 GX3234_SETTING: 66 = SET IN ROCK OUTCROP
 GX3234_SP_SET: ROCK OUTCROP
 GX3234_STAMPING: Y 328 1984
 GX3234_MARK LOGO: NGS   
 GX3234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3234+STABILITY: POSITION/ELEVATION WELL
 GX3234
 GX3234  HISTORY     - Date     Condition        Report By
 GX3234  HISTORY     - 1984     MONUMENTED       NGS
 GX3234
 GX3234                          STATION DESCRIPTION
 GX3234
 GX3234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3234'4.0 KM (2.5 MI) EAST FROM WHITE SULPHUR SPRINGS.
 GX3234'4.0 KM (2.5 MI) EAST ALONG INTERSTATE 64 FROM THE EAST END OF THE
 GX3234'HIGHWAY BRIDGE OVER THE CHESAPEAKE AND OHIO RAILROAD IN WHITE SULPHUR
 GX3234'SPRINGS TO THE MARK ON THE RIGHT, NEAR THE EAST END OF A LONG ROCK
 GX3234'CUT, 12.20 METERS (40.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 GX3234'LANE OF THE INTERSTATE, 7.50 METERS (24.5 FT) WEST OF THE SOUTHWEST
 GX3234'CORNER OF A METAL CATCH BASIN, 4.60 METERS (15.0 FT) WEST OF THE EAST
 GX3234'END OF THE ROCK CUT.
 GX3234'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 GX3234'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0096 ***********************************************************************
 HX0096  DESIGNATION -  Y 33
 HX0096  PID         -  HX0096
 HX0096  STATE/COUNTY-  WV/UPSHUR
 HX0096  USGS QUAD   -  BUCKHANNON (1989)
 HX0096
 HX0096                         *CURRENT SURVEY CONTROL
 HX0096  ___________________________________________________________________
 HX0096* NAD 83(1986)-  38 55 32.     (N)    080 09 09.     (W)     SCALED    
 HX0096* NAVD 88     -       545.167  (meters)    1788.60   (feet)  ADJUSTED  
 HX0096  ___________________________________________________________________
 HX0096  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 HX0096  DYNAMIC HT  -         544.796 (meters)    1787.38  (feet)  COMP
 HX0096  MODELED GRAV-     979,928.7   (mgal)                       NAVD 88
 HX0096
 HX0096  VERT ORDER  -  SECOND    CLASS 0
 HX0096
 HX0096.The horizontal coordinates were scaled from a topographic map and have
 HX0096.an estimated accuracy of +/- 6 seconds.
 HX0096
 HX0096.The orthometric height was determined by differential leveling
 HX0096.and adjusted by the National Geodetic Survey in June 1991..
 HX0096
 HX0096.The geoid height was determined by GEOID03.
 HX0096
 HX0096.The dynamic height is computed by dividing the NAVD 88
 HX0096.geopotential number by the normal gravity value computed on the
 HX0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0096.degrees latitude (g = 980.6199 gals.).
 HX0096
 HX0096.The modeled gravity was interpolated from observed gravity values.
 HX0096
 HX0096;                    North         East    Units  Estimated Accuracy
 HX0096;SPC WV S     -   214,060.      673,490.      MT  (+/- 180 meters Scaled)
 HX0096
 HX0096                          SUPERSEDED SURVEY CONTROL
 HX0096
 HX0096  NGVD 29 (??/??/92)  545.345  (m)         1789.19   (f) ADJ UNCH    2 0
 HX0096
 HX0096.Superseded values are not recommended for survey control.
 HX0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0096.See file dsdata.txt to determine how the superseded data were derived.
 HX0096
 HX0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND734088(NAD 83)
 HX0096_MARKER: DB = BENCH MARK DISK
 HX0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0096_SP_SET: TUNNEL
 HX0096_STAMPING: Y 33 1935
 HX0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0096
 HX0096  HISTORY     - Date     Condition        Report By
 HX0096  HISTORY     - 1935     MONUMENTED       CGS
 HX0096  HISTORY     - 1962     GOOD             NGS
 HX0096  HISTORY     - 1974     POOR             USGS
 HX0096
 HX0096                          STATION DESCRIPTION
 HX0096
 HX0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0096'3.6 MI E FROM TALLMANSVILLE.
 HX0096'ABOUT 1.6 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX0096'OFFICE AT TALLMANSVILLE, THENCE ABOUT 2.05 MILES NORTHEAST ALONG
 HX0096'A BLACK TOP ROAD, SET VERTICALLY IN THE EAST FACE OF THE WEST
 HX0096'ROCK WALL AT THE SOUTH END OF AN ABANDONED RAILROAD TUNNEL, 11
 HX0096'FEET NORTHWEST OF THE OLD ROADBED, 67 YARDS NORTHEAST OF THE
 HX0096'CENTER OF THE CROSSING OF COUNTY ROAD 16 AND THE ABANDONED
 HX0096'RAILROAD, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROADBED.
 HX0096
 HX0096                          STATION RECOVERY (1974)
 HX0096
 HX0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HX0096'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1822 ***********************************************************************
 JX1822  DESIGNATION -  Y 330
 JX1822  PID         -  JX1822
 JX1822  STATE/COUNTY-  WV/JACKSON
 JX1822  USGS QUAD   -  PORTLAND (1994)
 JX1822
 JX1822                         *CURRENT SURVEY CONTROL
 JX1822  ___________________________________________________________________
 JX1822* NAD 83(1986)-  39 04 31.     (N)    081 46 30.     (W)     SCALED    
 JX1822* NAVD 88     -       181.758  (meters)     596.32   (feet)  ADJUSTED  
 JX1822  ___________________________________________________________________
 JX1822  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1822  DYNAMIC HT  -         181.641 (meters)     595.93  (feet)  COMP
 JX1822  MODELED GRAV-     979,984.1   (mgal)                       NAVD 88
 JX1822
 JX1822  VERT ORDER  -  FIRST     CLASS II
 JX1822
 JX1822.The horizontal coordinates were scaled from a topographic map and have
 JX1822.an estimated accuracy of +/- 6 seconds.
 JX1822
 JX1822.The orthometric height was determined by differential leveling
 JX1822.and adjusted by the National Geodetic Survey in June 1991..
 JX1822
 JX1822.The geoid height was determined by GEOID03.
 JX1822
 JX1822.The dynamic height is computed by dividing the NAVD 88
 JX1822.geopotential number by the normal gravity value computed on the
 JX1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1822.degrees latitude (g = 980.6199 gals.).
 JX1822
 JX1822.The modeled gravity was interpolated from observed gravity values.
 JX1822
 JX1822;                    North         East    Units  Estimated Accuracy
 JX1822;SPC WV S     -   230,630.      532,930.      MT  (+/- 180 meters Scaled)
 JX1822
 JX1822                          SUPERSEDED SURVEY CONTROL
 JX1822
 JX1822.No superseded survey control is available for this station.
 JX1822
 JX1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD329254(NAD 83)
 JX1822_MARKER: I = METAL ROD
 JX1822_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1822_SP_SET: STAINLESS STEEL ROD
 JX1822_STAMPING: Y 330 1984
 JX1822_MARK LOGO: NGS   
 JX1822_PROJECTION: FLUSH
 JX1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1822_ROD/PIPE-DEPTH: 11.7 meters
 JX1822
 JX1822  HISTORY     - Date     Condition        Report By
 JX1822  HISTORY     - 1984     MONUMENTED       NGS
 JX1822
 JX1822                          STATION DESCRIPTION
 JX1822
 JX1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JX1822'8.8 KM (5.5 MI) SW FROM BELLEVILLE.
 JX1822'8.8 KM (5.5 MI) SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 JX1822'IN BELLEVILLE TO THE MARK ON THE RIGHT, ALONG THE SOUTH BANK OF THE
 JX1822'OHIO RIVER, ON THE SOUTH SIDE OF A 6.1 METER (20.0 FT) HIGH TOWER WITH
 JX1822'A BEACON LIGHT, 62.17 METERS (204.0 FT) NORTHWEST OF THE CENTERLINE OF
 JX1822'THE HIGHWAY, 30.17 METERS (99.0 FT) NORTH OF THE NORTH RAIL,
 JX1822'0.61 METER (2.0 FT) SOUTH OF THE WEST LEG OF THE TOWER.
 JX1822'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 JX1822'THE MARK IS 3.04 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1777 ***********************************************************************
 JW1777  DESIGNATION -  Y 334
 JW1777  PID         -  JW1777
 JW1777  STATE/COUNTY-  WV/MONONGALIA
 JW1777  USGS QUAD   -  LAKE LYNN (1976)
 JW1777
 JW1777                         *CURRENT SURVEY CONTROL
 JW1777  ___________________________________________________________________
 JW1777* NAD 83(1986)-  39 39 31.     (N)    079 47 34.     (W)     SCALED    
 JW1777* NAVD 88     -       624.728  (meters)    2049.63   (feet)  ADJUSTED  
 JW1777  ___________________________________________________________________
 JW1777  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JW1777  DYNAMIC HT  -         624.326 (meters)    2048.31  (feet)  COMP
 JW1777  MODELED GRAV-     979,962.9   (mgal)                       NAVD 88
 JW1777
 JW1777  VERT ORDER  -  FIRST     CLASS II
 JW1777
 JW1777.The horizontal coordinates were scaled from a topographic map and have
 JW1777.an estimated accuracy of +/- 6 seconds.
 JW1777
 JW1777.The orthometric height was determined by differential leveling
 JW1777.and adjusted by the National Geodetic Survey in April 1995..
 JW1777
 JW1777.The geoid height was determined by GEOID03.
 JW1777
 JW1777.The dynamic height is computed by dividing the NAVD 88
 JW1777.geopotential number by the normal gravity value computed on the
 JW1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1777.degrees latitude (g = 980.6199 gals.).
 JW1777
 JW1777.The modeled gravity was interpolated from observed gravity values.
 JW1777
 JW1777;                    North         East    Units  Estimated Accuracy
 JW1777;SPC WV N     -   128,670.      574,880.      MT  (+/- 180 meters Scaled)
 JW1777
 JW1777                          SUPERSEDED SURVEY CONTROL
 JW1777
 JW1777.No superseded survey control is available for this station.
 JW1777
 JW1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD035905(NAD 83)
 JW1777_MARKER: DV = VERTICAL CONTROL DISK
 JW1777_SETTING: 66 = SET IN ROCK OUTCROP
 JW1777_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1777_STAMPING: Y 334 1993
 JW1777_MARK LOGO: NGS   
 JW1777_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1777+STABILITY: POSITION/ELEVATION WELL
 JW1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1777+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1777
 JW1777  HISTORY     - Date     Condition        Report By
 JW1777  HISTORY     - 1993     MONUMENTED       NGS
 JW1777
 JW1777                          STATION DESCRIPTION
 JW1777
 JW1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1777'11.2 KM (6.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1777'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), NEAR THE CENTER
 JW1777'OF A 1 BY 5-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 44.8 M
 JW1777'(147.0 FT) SOUTHEAST OF THE NORTHEAST LEG OF A HIGHWAY INFORMATION
 JW1777'SIGN, 15.8 M (51.8 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 JW1777'LANES OF THE HIGHWAY, 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 JW1777'AND 0.7 M (2.3 FT) EAST 0F A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2237 ***********************************************************************
 GX2237  DESIGNATION -  Y 34
 GX2237  PID         -  GX2237
 GX2237  STATE/COUNTY-  WV/LOGAN
 GX2237  USGS QUAD   -  MAN (1976)
 GX2237
 GX2237                         *CURRENT SURVEY CONTROL
 GX2237  ___________________________________________________________________
 GX2237* NAD 83(1986)-  37 41 26.     (N)    081 59 46.     (W)     SCALED    
 GX2237* NAVD 88     -       336.787  (meters)    1104.94   (feet)  ADJUSTED  
 GX2237  ___________________________________________________________________
 GX2237  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GX2237  DYNAMIC HT  -         336.526 (meters)    1104.09  (feet)  COMP
 GX2237  MODELED GRAV-     979,844.5   (mgal)                       NAVD 88
 GX2237
 GX2237  VERT ORDER  -  SECOND    CLASS 0
 GX2237
 GX2237.The horizontal coordinates were scaled from a topographic map and have
 GX2237.an estimated accuracy of +/- 6 seconds.
 GX2237
 GX2237.The orthometric height was determined by differential leveling
 GX2237.and adjusted by the National Geodetic Survey in June 1991..
 GX2237
 GX2237.The geoid height was determined by GEOID03.
 GX2237
 GX2237.The dynamic height is computed by dividing the NAVD 88
 GX2237.geopotential number by the normal gravity value computed on the
 GX2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2237.degrees latitude (g = 980.6199 gals.).
 GX2237
 GX2237.The modeled gravity was interpolated from observed gravity values.
 GX2237
 GX2237;                    North         East    Units  Estimated Accuracy
 GX2237;SPC WV S     -    77,120.      512,150.      MT  (+/- 180 meters Scaled)
 GX2237
 GX2237                          SUPERSEDED SURVEY CONTROL
 GX2237
 GX2237  NGVD 29 (??/??/92)  336.986  (m)         1105.59   (f) ADJ UNCH    2 0
 GX2237
 GX2237.Superseded values are not recommended for survey control.
 GX2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2237.See file dsdata.txt to determine how the superseded data were derived.
 GX2237
 GX2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB121719(NAD 83)
 GX2237_MARKER: DB = BENCH MARK DISK
 GX2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2237_STAMPING: Y 34 1935
 GX2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2237+STABILITY: SURFACE MOTION
 GX2237
 GX2237  HISTORY     - Date     Condition        Report By
 GX2237  HISTORY     - 1935     MONUMENTED       CGS
 GX2237
 GX2237                          STATION DESCRIPTION
 GX2237
 GX2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2237'2.7 MI S FROM STIRRAT.
 GX2237'2.7 MILES SOUTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE AT
 GX2237'STIRRAT, LOGAN COUNTY, 1-1/2 MILES SOUTH OF CRYSTAL BLOCK,
 GX2237'0.1 MILE NORTH ACROSS THE HIGHWAY FROM THE FARLEY RESIDENCE,
 GX2237'0.1 MILE NORTH OF THREE FORKS (A POINT WHERE STREAMS CONVERGE
 GX2237'INTO ONE), 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 GX2237'ABOUT 1-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 GX2237'STAMPED Y 34 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2289 ***********************************************************************
 GX2289  DESIGNATION -  Y 35
 GX2289  PID         -  GX2289
 GX2289  STATE/COUNTY-  WV/LOGAN
 GX2289  USGS QUAD   -  CLOTHIER (1989)
 GX2289
 GX2289                         *CURRENT SURVEY CONTROL
 GX2289  ___________________________________________________________________
 GX2289* NAD 83(1986)-  37 55 11.     (N)    081 49 47.     (W)     SCALED    
 GX2289* NAVD 88     -       260.374  (meters)     854.24   (feet)  ADJUSTED  
 GX2289  ___________________________________________________________________
 GX2289  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GX2289  DYNAMIC HT  -         260.183 (meters)     853.62  (feet)  COMP
 GX2289  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 GX2289
 GX2289  VERT ORDER  -  SECOND    CLASS 0
 GX2289
 GX2289.The horizontal coordinates were scaled from a topographic map and have
 GX2289.an estimated accuracy of +/- 6 seconds.
 GX2289
 GX2289.The orthometric height was determined by differential leveling
 GX2289.and adjusted by the National Geodetic Survey in June 1991..
 GX2289
 GX2289.The geoid height was determined by GEOID03.
 GX2289
 GX2289.The dynamic height is computed by dividing the NAVD 88
 GX2289.geopotential number by the normal gravity value computed on the
 GX2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2289.degrees latitude (g = 980.6199 gals.).
 GX2289
 GX2289.The modeled gravity was interpolated from observed gravity values.
 GX2289
 GX2289;                    North         East    Units  Estimated Accuracy
 GX2289;SPC WV S     -   102,410.      527,050.      MT  (+/- 180 meters Scaled)
 GX2289
 GX2289                          SUPERSEDED SURVEY CONTROL
 GX2289
 GX2289  NGVD 29 (??/??/92)  260.582  (m)          854.93   (f) ADJ UNCH    2 0
 GX2289
 GX2289.Superseded values are not recommended for survey control.
 GX2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2289.See file dsdata.txt to determine how the superseded data were derived.
 GX2289
 GX2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB270972(NAD 83)
 GX2289_MARKER: DB = BENCH MARK DISK
 GX2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2289_STAMPING: Y 35 1935
 GX2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2289+STABILITY: SURFACE MOTION
 GX2289
 GX2289  HISTORY     - Date     Condition        Report By
 GX2289  HISTORY     - 1935     MONUMENTED       CGS
 GX2289  HISTORY     - 1960     POOR             WVHD
 GX2289  HISTORY     - 1973     GOOD             LOCENG
 GX2289
 GX2289                          STATION DESCRIPTION
 GX2289
 GX2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2289'AT SHARPLES.
 GX2289'AT SHARPLES, LOGAN COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 GX2289'8 RAILS SOUTH OF THE STATION, 42 FEET WEST OF THE WEST RAIL,
 GX2289'18 FEET NORTH OF THE NORTHEAST CORNER OF THE BOONE COUNTY COAL
 GX2289'CORPORATION BUILDING, 5 FEET SOUTH OF THE EAST ENTRANCE OF THE
 GX2289'OFFICE, AND ABOUT 6 INCHES LOWER THAN THE TRACK.  A STANDARD
 GX2289'DISK, STAMPED Y 35 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GX2289
 GX2289                          STATION RECOVERY (1960)
 GX2289
 GX2289'RECOVERY NOTE BY WEST VIRGINIA HIGHWAY DEPARTMENT 1960
 GX2289'MARK RECOVERED IN POOR CONDITION.
 GX2289
 GX2289                          STATION RECOVERY (1973)
 GX2289
 GX2289'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2289'1.5 FT SOUTH OF CONC. STEP TO ENTRANCE, 1.5 FT EAST OF FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2107 ***********************************************************************
 HX2107  DESIGNATION -  Y 36
 HX2107  PID         -  HX2107
 HX2107  STATE/COUNTY-  WV/LINCOLN
 HX2107  USGS QUAD   -  JULIAN (1976)
 HX2107
 HX2107                         *CURRENT SURVEY CONTROL
 HX2107  ___________________________________________________________________
 HX2107* NAD 83(1986)-  38 11 37.     (N)    081 50 49.     (W)     SCALED    
 HX2107* NAVD 88     -       199.890  (meters)     655.81   (feet)  ADJUSTED  
 HX2107  ___________________________________________________________________
 HX2107  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HX2107  DYNAMIC HT  -         199.748 (meters)     655.34  (feet)  COMP
 HX2107  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 HX2107
 HX2107  VERT ORDER  -  SECOND    CLASS 0
 HX2107
 HX2107.The horizontal coordinates were scaled from a topographic map and have
 HX2107.an estimated accuracy of +/- 6 seconds.
 HX2107
 HX2107.The orthometric height was determined by differential leveling
 HX2107.and adjusted by the National Geodetic Survey in June 1991..
 HX2107
 HX2107.The geoid height was determined by GEOID03.
 HX2107
 HX2107.The dynamic height is computed by dividing the NAVD 88
 HX2107.geopotential number by the normal gravity value computed on the
 HX2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2107.degrees latitude (g = 980.6199 gals.).
 HX2107
 HX2107.The modeled gravity was interpolated from observed gravity values.
 HX2107
 HX2107;                    North         East    Units  Estimated Accuracy
 HX2107;SPC WV S     -   132,820.      525,810.      MT  (+/- 180 meters Scaled)
 HX2107
 HX2107                          SUPERSEDED SURVEY CONTROL
 HX2107
 HX2107  NGVD 29 (??/??/92)  200.100  (m)          656.49   (f) ADJ UNCH    2 0
 HX2107
 HX2107.Superseded values are not recommended for survey control.
 HX2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2107.See file dsdata.txt to determine how the superseded data were derived.
 HX2107
 HX2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC258276(NAD 83)
 HX2107_MARKER: DB = BENCH MARK DISK
 HX2107_SETTING: 80 = SET IN A BOULDER
 HX2107_SP_SET: BOULDER
 HX2107_STAMPING: Y 36 1935
 HX2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2107+STABILITY: SURFACE MOTION
 HX2107
 HX2107  HISTORY     - Date     Condition        Report By
 HX2107  HISTORY     - 1935     MONUMENTED       CGS
 HX2107  HISTORY     - 1960     MARK NOT FOUND   USGS
 HX2107
 HX2107                          STATION DESCRIPTION
 HX2107
 HX2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2107'AT IRENE.
 HX2107'AT IRENE, LINCOLN COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 HX2107'0.2 MILE SOUTH OF MILEPOST SA 24, 60 YARDS NORTH OF THE NORTH
 HX2107'END OF BRIDGE 243, 45 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 HX2107'OF THE STATION, 36 FEET WEST OF THE WEST RAIL, IN THE SIDE OF
 HX2107'A LARGE BOULDER, AND ABOUT ONE FOOT ABOVE THE TRACK.  A STANDARD
 HX2107'DISK, STAMPED Y 36 1935 AND SET VERTICALLY.
 HX2107
 HX2107                          STATION RECOVERY (1960)
 HX2107
 HX2107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 HX2107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2136 ***********************************************************************
 HX2136  DESIGNATION -  Y 37
 HX2136  PID         -  HX2136
 HX2136  STATE/COUNTY-  WV/PUTNAM
 HX2136  USGS QUAD   -  SCOTT DEPOT (1989)
 HX2136
 HX2136                         *CURRENT SURVEY CONTROL
 HX2136  ___________________________________________________________________
 HX2136* NAD 83(1986)-  38 26 30.     (N)    081 55 04.     (W)     SCALED    
 HX2136* NAVD 88     -       209.980  (meters)     688.91   (feet)  ADJUSTED  
 HX2136  ___________________________________________________________________
 HX2136  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HX2136  DYNAMIC HT  -         209.836 (meters)     688.44  (feet)  COMP
 HX2136  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 HX2136
 HX2136  VERT ORDER  -  SECOND    CLASS 0
 HX2136
 HX2136.The horizontal coordinates were scaled from a topographic map and have
 HX2136.an estimated accuracy of +/- 6 seconds.
 HX2136
 HX2136.The orthometric height was determined by differential leveling
 HX2136.and adjusted by the National Geodetic Survey in June 1991..
 HX2136
 HX2136.The geoid height was determined by GEOID03.
 HX2136
 HX2136.The dynamic height is computed by dividing the NAVD 88
 HX2136.geopotential number by the normal gravity value computed on the
 HX2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2136.degrees latitude (g = 980.6199 gals.).
 HX2136
 HX2136.The modeled gravity was interpolated from observed gravity values.
 HX2136
 HX2136;                    North         East    Units  Estimated Accuracy
 HX2136;SPC WV S     -   160,410.      519,880.      MT  (+/- 180 meters Scaled)
 HX2136
 HX2136                          SUPERSEDED SURVEY CONTROL
 HX2136
 HX2136  NGVD 29 (??/??/92)  210.164  (m)          689.51   (f) ADJ UNCH    2 0
 HX2136
 HX2136.Superseded values are not recommended for survey control.
 HX2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2136.See file dsdata.txt to determine how the superseded data were derived.
 HX2136
 HX2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC199552(NAD 83)
 HX2136_MARKER: DB = BENCH MARK DISK
 HX2136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2136_SP_SET: BRIDGE
 HX2136_STAMPING: Y 37 1935
 HX2136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2136
 HX2136  HISTORY     - Date     Condition        Report By
 HX2136  HISTORY     - 1935     MONUMENTED       CGS
 HX2136
 HX2136                          STATION DESCRIPTION
 HX2136
 HX2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2136'AT SCOTT.
 HX2136'AT SCOTT, PUTNAM COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY, ABOUT
 HX2136'165 YARDS WEST OF THE STATION, 36 FEET EAST OF SIGNAL 473.3, ABOUT
 HX2136'21 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A GLASS FACTORY,
 HX2136'AT BRIDGE 473.3, IN THE TOP OF THE NORTH END OF THE WEST WING WALL,
 HX2136'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HX2136'Y 37 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0490 ***********************************************************************
 HY0490  DESIGNATION -  Y 38
 HY0490  PID         -  HY0490
 HY0490  STATE/COUNTY-  WV/CABELL
 HY0490  USGS QUAD   -  HUNTINGTON (1985)
 HY0490
 HY0490                         *CURRENT SURVEY CONTROL
 HY0490  ___________________________________________________________________
 HY0490* NAD 83(1986)-  38 24 58.     (N)    082 26 31.     (W)     SCALED    
 HY0490* NAVD 88     -       173.455  (meters)     569.08   (feet)  ADJUSTED  
 HY0490  ___________________________________________________________________
 HY0490  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 HY0490  DYNAMIC HT  -         173.338 (meters)     568.69  (feet)  COMP
 HY0490  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 HY0490
 HY0490  VERT ORDER  -  FIRST     CLASS II
 HY0490
 HY0490.The horizontal coordinates were scaled from a topographic map and have
 HY0490.an estimated accuracy of +/- 6 seconds.
 HY0490
 HY0490.The orthometric height was determined by differential leveling
 HY0490.and adjusted by the National Geodetic Survey in June 1991..
 HY0490
 HY0490.The geoid height was determined by GEOID03.
 HY0490
 HY0490.The dynamic height is computed by dividing the NAVD 88
 HY0490.geopotential number by the normal gravity value computed on the
 HY0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0490.degrees latitude (g = 980.6199 gals.).
 HY0490
 HY0490.The modeled gravity was interpolated from observed gravity values.
 HY0490
 HY0490;                    North         East    Units  Estimated Accuracy
 HY0490;SPC WV S     -   158,150.      474,080.      MT  (+/- 180 meters Scaled)
 HY0490
 HY0490                          SUPERSEDED SURVEY CONTROL
 HY0490
 HY0490  NGVD 29 (??/??/92)  173.639  (m)          569.68   (f) ADJ UNCH    1 2
 HY0490
 HY0490.Superseded values are not recommended for survey control.
 HY0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0490.See file dsdata.txt to determine how the superseded data were derived.
 HY0490
 HY0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC741529(NAD 83)
 HY0490_MARKER: DB = BENCH MARK DISK
 HY0490_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HY0490_STAMPING: Y 38 1935
 HY0490_MARK LOGO: CGS   
 HY0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0490+STABILITY: POSITION/ELEVATION WELL
 HY0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0490+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2004
 HY0490
 HY0490  HISTORY     - Date     Condition        Report By
 HY0490  HISTORY     - 1935     MONUMENTED       CGS
 HY0490  HISTORY     - 1956     GOOD             NGS
 HY0490  HISTORY     - 1984     GOOD             NGS
 HY0490  HISTORY     - 20040113 GOOD             JCLS
 HY0490
 HY0490                          STATION DESCRIPTION
 HY0490
 HY0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0490'AT HUNTINGTON.
 HY0490'AT HUNTINGTON, AT THE CHESAPEAKE AND OHIO RAILWAY STATION, 65
 HY0490'YARDS EAST OF CENTER LINE OF NINTH STREET, 38.9 FEET NORTH OF
 HY0490'NORTH RAIL OF NORTH TRACK, SET VERTICALLY IN THE SOUTH FACE OF
 HY0490'STONE MASONRY FOUNDATION OF RAILWAY STATION, 2.2 FEET EAST OF
 HY0490'SOUTHEAST CORNER OF FOUNDATION AND 2 1/2 FEET ABOVE PASSENGER
 HY0490'PLATFORM.
 HY0490
 HY0490                          STATION RECOVERY (1984)
 HY0490
 HY0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0490'RECOVERED IN GOOD CONDITION.
 HY0490
 HY0490                          STATION RECOVERY (2004)
 HY0490
 HY0490'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 HY0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2173 ***********************************************************************
 HX2173  DESIGNATION -  Y 39
 HX2173  PID         -  HX2173
 HX2173  STATE/COUNTY-  WV/BOONE
 HX2173  USGS QUAD   -  SYLVESTER (1976)
 HX2173
 HX2173                         *CURRENT SURVEY CONTROL
 HX2173  ___________________________________________________________________
 HX2173* NAD 83(1986)-  38 04 31.     (N)    081 35 27.     (W)     SCALED    
 HX2173* NAVD 88     -       223.077  (meters)     731.88   (feet)  ADJUSTED  
 HX2173  ___________________________________________________________________
 HX2173  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HX2173  DYNAMIC HT  -         222.915 (meters)     731.35  (feet)  COMP
 HX2173  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 HX2173
 HX2173  VERT ORDER  -  SECOND    CLASS 0
 HX2173
 HX2173.The horizontal coordinates were scaled from a topographic map and have
 HX2173.an estimated accuracy of +/- 6 seconds.
 HX2173
 HX2173.The orthometric height was determined by differential leveling
 HX2173.and adjusted by the National Geodetic Survey in June 1991..
 HX2173
 HX2173.The geoid height was determined by GEOID03.
 HX2173
 HX2173.The dynamic height is computed by dividing the NAVD 88
 HX2173.geopotential number by the normal gravity value computed on the
 HX2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2173.degrees latitude (g = 980.6199 gals.).
 HX2173
 HX2173.The modeled gravity was interpolated from observed gravity values.
 HX2173
 HX2173;                    North         East    Units  Estimated Accuracy
 HX2173;SPC WV S     -   119,510.      548,160.      MT  (+/- 180 meters Scaled)
 HX2173
 HX2173                          SUPERSEDED SURVEY CONTROL
 HX2173
 HX2173  NGVD 29 (??/??/92)  223.282  (m)          732.55   (f) ADJ UNCH    2 0
 HX2173
 HX2173.Superseded values are not recommended for survey control.
 HX2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2173.See file dsdata.txt to determine how the superseded data were derived.
 HX2173
 HX2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC481143(NAD 83)
 HX2173_MARKER: DB = BENCH MARK DISK
 HX2173_SETTING: 66 = SET IN ROCK OUTCROP
 HX2173_SP_SET: ROCK CLIFF
 HX2173_STAMPING: Y 39 1935
 HX2173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2173+STABILITY: POSITION/ELEVATION WELL
 HX2173
 HX2173  HISTORY     - Date     Condition        Report By
 HX2173  HISTORY     - 1935     MONUMENTED       CGS
 HX2173
 HX2173                          STATION DESCRIPTION
 HX2173
 HX2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2173'0.9 MI S FROM FRED.
 HX2173'0.9 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HX2173'STATION AT FRED, 0.3 MILE SOUTH OF MILEPOST S 25, OPPOSITE
 HX2173'POLE 731, 12 FEET WEST OF THE WEST RAIL, IN THE FACE OF A CLIFF,
 HX2173'AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 HX2173'STAMPED Y 39 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0088 ***********************************************************************
 GX0088  DESIGNATION -  Y 4
 GX0088  PID         -  GX0088
 GX0088  STATE/COUNTY-  WV/GREENBRIER
 GX0088  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0088
 GX0088                         *CURRENT SURVEY CONTROL
 GX0088  ___________________________________________________________________
 GX0088* NAD 83(1986)-  37 51 46.     (N)    080 20 34.     (W)     SCALED    
 GX0088* NAVD 88     -       540.329  (meters)    1772.73   (feet)  ADJUSTED  
 GX0088  ___________________________________________________________________
 GX0088  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0088  DYNAMIC HT  -         539.883 (meters)    1771.27  (feet)  COMP
 GX0088  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GX0088
 GX0088  VERT ORDER  -  FIRST     CLASS II
 GX0088
 GX0088.The horizontal coordinates were scaled from a topographic map and have
 GX0088.an estimated accuracy of +/- 6 seconds.
 GX0088
 GX0088.The orthometric height was determined by differential leveling
 GX0088.and adjusted by the National Geodetic Survey in June 1991..
 GX0088
 GX0088.The geoid height was determined by GEOID03.
 GX0088
 GX0088.The dynamic height is computed by dividing the NAVD 88
 GX0088.geopotential number by the normal gravity value computed on the
 GX0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0088.degrees latitude (g = 980.6199 gals.).
 GX0088
 GX0088.The modeled gravity was interpolated from observed gravity values.
 GX0088
 GX0088;                    North         East    Units  Estimated Accuracy
 GX0088;SPC WV S     -    95,960.      657,830.      MT  (+/- 180 meters Scaled)
 GX0088
 GX0088                          SUPERSEDED SURVEY CONTROL
 GX0088
 GX0088  NGVD 29 (??/??/92)  540.475  (m)         1773.21   (f) ADJ UNCH    1 2
 GX0088
 GX0088.Superseded values are not recommended for survey control.
 GX0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0088.See file dsdata.txt to determine how the superseded data were derived.
 GX0088
 GX0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB578907(NAD 83)
 GX0088_MARKER: DB = BENCH MARK DISK
 GX0088_SETTING: 80 = SET IN A BOULDER
 GX0088_SP_SET: BOULDER
 GX0088_STAMPING: Y 4 1933
 GX0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0088+STABILITY: SURFACE MOTION
 GX0088
 GX0088  HISTORY     - Date     Condition        Report By
 GX0088  HISTORY     - 1933     MONUMENTED       CGS
 GX0088  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0088  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0088
 GX0088                          STATION DESCRIPTION
 GX0088
 GX0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GX0088'AT KEISTER.
 GX0088'AT KEISTER, GREENBRIER COUNTY, 75 FEET SOUTHWEST OF THE CHESAPEAKE
 GX0088'AND OHIO RAILWAY STATION, 0.1 MILE NORTH OF MILEPOST 11, IN
 GX0088'THE STATION YARD NEAR THE FENCE, 17 YARDS WEST OF THE TRACK,
 GX0088'IN THE TOP OF AN EMBEDDED BOULDER, AND ABOUT 2 FEET HIGHER THAN
 GX0088'THE TRACK.  A STANDARD DISK, STAMPED Y 4 1933.
 GX0088
 GX0088                          STATION RECOVERY (1983)
 GX0088
 GX0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0088'MARK NOT FOUND.
 GX0088
 GX0088                          STATION RECOVERY (1983)
 GX0088
 GX0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1062 ***********************************************************************
 GX1062  DESIGNATION -  Y 40
 GX1062  PID         -  GX1062
 GX1062  STATE/COUNTY-  WV/RALEIGH
 GX1062  USGS QUAD   -  ECCLES (1989)
 GX1062
 GX1062                         *CURRENT SURVEY CONTROL
 GX1062  ___________________________________________________________________
 GX1062* NAD 83(1986)-  37 46 11.     (N)    081 19 11.     (W)     SCALED    
 GX1062* NAVD 88     -       585.459  (meters)    1920.79   (feet)  ADJUSTED  
 GX1062  ___________________________________________________________________
 GX1062  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GX1062  DYNAMIC HT  -         584.985 (meters)    1919.24  (feet)  COMP
 GX1062  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 GX1062
 GX1062  VERT ORDER  -  SECOND    CLASS 0
 GX1062
 GX1062.The horizontal coordinates were scaled from a topographic map and have
 GX1062.an estimated accuracy of +/- 6 seconds.
 GX1062
 GX1062.The orthometric height was determined by differential leveling
 GX1062.and adjusted by the National Geodetic Survey in June 1991..
 GX1062
 GX1062.The geoid height was determined by GEOID03.
 GX1062
 GX1062.The dynamic height is computed by dividing the NAVD 88
 GX1062.geopotential number by the normal gravity value computed on the
 GX1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1062.degrees latitude (g = 980.6199 gals.).
 GX1062
 GX1062.The modeled gravity was interpolated from observed gravity values.
 GX1062
 GX1062;                    North         East    Units  Estimated Accuracy
 GX1062;SPC WV S     -    85,480.      571,830.      MT  (+/- 180 meters Scaled)
 GX1062
 GX1062                          SUPERSEDED SURVEY CONTROL
 GX1062
 GX1062  NGVD 29 (??/??/92)  585.621  (m)         1921.32   (f) ADJ UNCH    2 0
 GX1062
 GX1062.Superseded values are not recommended for survey control.
 GX1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1062.See file dsdata.txt to determine how the superseded data were derived.
 GX1062
 GX1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB718803(NAD 83)
 GX1062_MARKER: DB = BENCH MARK DISK
 GX1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1062_STAMPING: Y 40 1935
 GX1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1062+STABILITY: SURFACE MOTION
 GX1062
 GX1062  HISTORY     - Date     Condition        Report By
 GX1062  HISTORY     - 1935     MONUMENTED       CGS
 GX1062  HISTORY     - 1960     GOOD             NGS
 GX1062
 GX1062                          STATION DESCRIPTION
 GX1062
 GX1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1062'0.1 MI E FROM SURVEYOR.
 GX1062'0.1 MILE EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF A
 GX1062'BLACK TOP ROAD LEADING SOUTH TO LESTER AT SURVEYOR, AT THE
 GX1062'JUNCTION OF A NARROW GRADED ROAD LEADING NORTH, 72 YARDS NORTH OF
 GX1062'THE NORTHWEST CORNER OF A 15-FOOT BRIDGE, 31-1/2 FEET NORTH OF
 GX1062'CENTERLINE OF THE HIGHWAY, 19 FEET EAST OF THE CENTERLINE OF A
 GX1062'ROAD LEADING NORTH, 14 FEET NORTHEAST OF THE FIRST POWERPOLE EAST
 GX1062'OF THE ROAD NORTH, 9 FEET NORTH OF A HIGHWAY SIGN POST, 1-1/2 FEET
 GX1062'WEST OF A WITNESS POST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 GX1062'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0632 ***********************************************************************
 GX0632  DESIGNATION -  Y 41
 GX0632  PID         -  GX0632
 GX0632  STATE/COUNTY-  WV/SUMMERS
 GX0632  USGS QUAD   -  HINTON (1976)
 GX0632
 GX0632                         *CURRENT SURVEY CONTROL
 GX0632  ___________________________________________________________________
 GX0632* NAD 83(1986)-  37 39 11.     (N)    080 56 07.     (W)     SCALED    
 GX0632* NAVD 88     -       581.887  (meters)    1909.07   (feet)  ADJUSTED  
 GX0632  ___________________________________________________________________
 GX0632  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0632  DYNAMIC HT  -         581.403 (meters)    1907.49  (feet)  COMP
 GX0632  MODELED GRAV-     979,779.5   (mgal)                       NAVD 88
 GX0632
 GX0632  VERT ORDER  -  SECOND    CLASS 0
 GX0632
 GX0632.The horizontal coordinates were scaled from a topographic map and have
 GX0632.an estimated accuracy of +/- 6 seconds.
 GX0632
 GX0632.The orthometric height was determined by differential leveling
 GX0632.and adjusted by the National Geodetic Survey in June 1991..
 GX0632
 GX0632.The geoid height was determined by GEOID03.
 GX0632
 GX0632.The dynamic height is computed by dividing the NAVD 88
 GX0632.geopotential number by the normal gravity value computed on the
 GX0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0632.degrees latitude (g = 980.6199 gals.).
 GX0632
 GX0632.The modeled gravity was interpolated from observed gravity values.
 GX0632
 GX0632;                    North         East    Units  Estimated Accuracy
 GX0632;SPC WV S     -    72,480.      605,710.      MT  (+/- 180 meters Scaled)
 GX0632
 GX0632                          SUPERSEDED SURVEY CONTROL
 GX0632
 GX0632  NGVD 29 (??/??/92)  582.046  (m)         1909.60   (f) ADJ UNCH    2 0
 GX0632
 GX0632.Superseded values are not recommended for survey control.
 GX0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0632.See file dsdata.txt to determine how the superseded data were derived.
 GX0632
 GX0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB057673(NAD 83)
 GX0632_MARKER: DB = BENCH MARK DISK
 GX0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0632_STAMPING: Y 41 1935
 GX0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0632+STABILITY: SURFACE MOTION
 GX0632
 GX0632  HISTORY     - Date     Condition        Report By
 GX0632  HISTORY     - 1935     MONUMENTED       CGS
 GX0632  HISTORY     - 1960     GOOD             NGS
 GX0632
 GX0632                          STATION DESCRIPTION
 GX0632
 GX0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX0632'3.4 MI SW FROM HINTON.
 GX0632'ABOUT 1.1 MILE NORTH AND WEST AND SOUTH ALONG STATE HIGHWAY 3
 GX0632'ALTERNATE FROM THE POST OFFICE AT HINTON, THENCE ABOUT 2.3 MILES
 GX0632'SOUTHWEST ALONG STATE HIGHWAY 3, 1.95 MILES WEST OF BEECH RUN
 GX0632'BAPTIST CHURCH, 0.4 MILE WEST OF A HAIRPIN CURVE, 21 FEET
 GX0632'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8.7 FEET SOUTHWEST
 GX0632'OF A GUARDRAIL, 86 FEET NORTHWEST OF POWER LINE POLE J B 56,
 GX0632'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST
 GX0632'PROJECTING 2 INCHES.  NOTE-- THIS MARK CAN BE REACHED BY GOING
 GX0632'ABOUT 3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST
 GX0632'OFFICE AT JUMPING BRANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1140 ***********************************************************************
 GX1140  DESIGNATION -  Y 42
 GX1140  PID         -  GX1140
 GX1140  STATE/COUNTY-  WV/WYOMING
 GX1140  USGS QUAD   -  RHODELL (1976)
 GX1140
 GX1140                         *CURRENT SURVEY CONTROL
 GX1140  ___________________________________________________________________
 GX1140* NAD 83(1986)-  37 34 43.     (N)    081 19 47.     (W)     SCALED    
 GX1140* NAVD 88     -       465.337  (meters)    1526.69   (feet)  ADJUSTED  
 GX1140  ___________________________________________________________________
 GX1140  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1140  DYNAMIC HT  -         464.952 (meters)    1525.43  (feet)  COMP
 GX1140  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 GX1140
 GX1140  VERT ORDER  -  SECOND    CLASS 0
 GX1140
 GX1140.The horizontal coordinates were scaled from a topographic map and have
 GX1140.an estimated accuracy of +/- 6 seconds.
 GX1140
 GX1140.The orthometric height was determined by differential leveling
 GX1140.and adjusted by the National Geodetic Survey in June 1991..
 GX1140
 GX1140.The geoid height was determined by GEOID03.
 GX1140
 GX1140.The dynamic height is computed by dividing the NAVD 88
 GX1140.geopotential number by the normal gravity value computed on the
 GX1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1140.degrees latitude (g = 980.6199 gals.).
 GX1140
 GX1140.The modeled gravity was interpolated from observed gravity values.
 GX1140
 GX1140;                    North         East    Units  Estimated Accuracy
 GX1140;SPC WV S     -    64,270.      570,880.      MT  (+/- 180 meters Scaled)
 GX1140
 GX1140                          SUPERSEDED SURVEY CONTROL
 GX1140
 GX1140  NGVD 29 (??/??/92)  465.49   (m)         1527.2    (f) COMPUTED    2 0
 GX1140
 GX1140.Superseded values are not recommended for survey control.
 GX1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1140.See file dsdata.txt to determine how the superseded data were derived.
 GX1140
 GX1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB708591(NAD 83)
 GX1140_MARKER: DB = BENCH MARK DISK
 GX1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1140_STAMPING: Y 42 1935
 GX1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1140+STABILITY: SURFACE MOTION
 GX1140
 GX1140  HISTORY     - Date     Condition        Report By
 GX1140  HISTORY     - 1935     MONUMENTED       CGS
 GX1140  HISTORY     - 1960     MARK NOT FOUND   NGS
 GX1140
 GX1140                          STATION DESCRIPTION
 GX1140
 GX1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1140'0.2 MI W FROM STEPHENSON.
 GX1140'0.2 MILE WEST ALONG THE VIRGINIAN RAILWAY FROM THE STATION AT
 GX1140'STEPHENSON, 27-1/2 RAILS NORTHWEST OF THE DEVILS FORK COLLIERY
 GX1140'TEMPLE ENTRANCE, 50 YARDS DOWN AN EMBANKMENT FROM STATE HIGHWAY
 GX1140'12, 12 YARDS NORTH OF THE NORTH RAIL, 6 FEET SOUTH OF THE
 GX1140'SOUTHWEST CORNER OF A NEGRO HOUSE, AND ABOUT 1-1/2 FEET LOWER
 GX1140'THAN THE TRACK.  A STANDARD DISK, STAMPED Y 42 1935 AND SET IN
 GX1140'THE TOP OF A CONCRETE POST.  NOTE-- IT IS PROBABLE THAT MARK IS
 GX1140'STILL INTACT AND COVERED, HOWEVER, PROBING AT DESCRIBED AREA
 GX1140'FAILED TO LOCATE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1178 ***********************************************************************
 GX1178  DESIGNATION -  Y 43
 GX1178  PID         -  GX1178
 GX1178  STATE/COUNTY-  WV/RALEIGH
 GX1178  USGS QUAD   -  BECKLEY (1989)
 GX1178
 GX1178                         *CURRENT SURVEY CONTROL
 GX1178  ___________________________________________________________________
 GX1178* NAD 83(1986)-  37 45 54.     (N)    081 12 08.     (W)     SCALED    
 GX1178* NAVD 88     -       693.579  (meters)    2275.52   (feet)  ADJUSTED  
 GX1178  ___________________________________________________________________
 GX1178  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1178  DYNAMIC HT  -         693.001 (meters)    2273.62  (feet)  COMP
 GX1178  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 GX1178
 GX1178  VERT ORDER  -  SECOND    CLASS 0
 GX1178
 GX1178.The horizontal coordinates were scaled from a topographic map and have
 GX1178.an estimated accuracy of +/- 6 seconds.
 GX1178
 GX1178.The orthometric height was determined by differential leveling
 GX1178.and adjusted by the National Geodetic Survey in June 1991..
 GX1178
 GX1178.The geoid height was determined by GEOID03.
 GX1178
 GX1178.The dynamic height is computed by dividing the NAVD 88
 GX1178.geopotential number by the normal gravity value computed on the
 GX1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1178.degrees latitude (g = 980.6199 gals.).
 GX1178
 GX1178.The modeled gravity was interpolated from observed gravity values.
 GX1178
 GX1178;                    North         East    Units  Estimated Accuracy
 GX1178;SPC WV S     -    84,930.      582,180.      MT  (+/- 180 meters Scaled)
 GX1178
 GX1178                          SUPERSEDED SURVEY CONTROL
 GX1178
 GX1178  NGVD 29 (??/??/92)  693.734  (m)         2276.03   (f) ADJ UNCH    2 0
 GX1178
 GX1178.Superseded values are not recommended for survey control.
 GX1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1178.See file dsdata.txt to determine how the superseded data were derived.
 GX1178
 GX1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB821797(NAD 83)
 GX1178_MARKER: DB = BENCH MARK DISK
 GX1178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1178_SP_SET: BRIDGE
 GX1178_STAMPING: Y 43 1935
 GX1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1178
 GX1178  HISTORY     - Date     Condition        Report By
 GX1178  HISTORY     - 1935     MONUMENTED       CGS
 GX1178  HISTORY     - 1960     GOOD             NGS
 GX1178
 GX1178                          STATION DESCRIPTION
 GX1178
 GX1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1178'AT MABSCOTT.
 GX1178'AT MABSCOTT, 0.15 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO
 GX1178'RAILWAY FROM THE STATION, 0.1 MILE NORTHWEST OF RAILROAD STATION
 GX1178'BECKLEY JUNCTION, 93 YARDS SOUTH-SOUTHEAST ALONG THE C AND O RY
 GX1178'FROM THE CROSSING OF STATE HIGHWAY 16, 11.1 FEET EAST-NORTHEAST
 GX1178'OF THE EAST-NORTHEAST RAIL, IN TOP OF THE EAST-NORTHEAST END OF
 GX1178'THE LOWER PART OF SOUTH-SOUTHEAST CONCRETE ABUTMENT OF BRIDGE 162
 GX1178'OVER WHITESTICK CREEK, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 GX1178'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2202 ***********************************************************************
 GX2202  DESIGNATION -  Y 44
 GX2202  PID         -  GX2202
 GX2202  STATE/COUNTY-  WV/WYOMING
 GX2202  USGS QUAD   -  OCEANA (1976)
 GX2202
 GX2202                         *CURRENT SURVEY CONTROL
 GX2202  ___________________________________________________________________
 GX2202* NAD 83(1986)-  37 43 19.     (N)    081 39 20.     (W)     SCALED    
 GX2202* NAVD 88     -       579.322  (meters)    1900.66   (feet)  ADJUSTED  
 GX2202  ___________________________________________________________________
 GX2202  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX2202  DYNAMIC HT  -         578.869 (meters)    1899.17  (feet)  COMP
 GX2202  MODELED GRAV-     979,828.3   (mgal)                       NAVD 88
 GX2202
 GX2202  VERT ORDER  -  SECOND    CLASS 0
 GX2202
 GX2202.The horizontal coordinates were scaled from a topographic map and have
 GX2202.an estimated accuracy of +/- 6 seconds.
 GX2202
 GX2202.The orthometric height was determined by differential leveling
 GX2202.and adjusted by the National Geodetic Survey in June 1991..
 GX2202
 GX2202.The geoid height was determined by GEOID03.
 GX2202
 GX2202.The dynamic height is computed by dividing the NAVD 88
 GX2202.geopotential number by the normal gravity value computed on the
 GX2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2202.degrees latitude (g = 980.6199 gals.).
 GX2202
 GX2202.The modeled gravity was interpolated from observed gravity values.
 GX2202
 GX2202;                    North         East    Units  Estimated Accuracy
 GX2202;SPC WV S     -    80,330.      542,210.      MT  (+/- 180 meters Scaled)
 GX2202
 GX2202                          SUPERSEDED SURVEY CONTROL
 GX2202
 GX2202  NGVD 29 (??/??/92)  579.495  (m)         1901.23   (f) ADJ UNCH    2 0
 GX2202
 GX2202.Superseded values are not recommended for survey control.
 GX2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2202.See file dsdata.txt to determine how the superseded data were derived.
 GX2202
 GX2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB422751(NAD 83)
 GX2202_MARKER: DB = BENCH MARK DISK
 GX2202_SETTING: 66 = SET IN ROCK OUTCROP
 GX2202_SP_SET: ROCK CLIFF
 GX2202_STAMPING: Y 44 1935
 GX2202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2202+STABILITY: POSITION/ELEVATION WELL
 GX2202
 GX2202  HISTORY     - Date     Condition        Report By
 GX2202  HISTORY     - 1935     MONUMENTED       CGS
 GX2202  HISTORY     - 1963     GOOD             AEROS
 GX2202
 GX2202                          STATION DESCRIPTION
 GX2202
 GX2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2202'2.6 MI NW FROM OCEANA.
 GX2202'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 GX2202'AT OCEANA, WYOMING COUNTY, 0.2 MILE WEST OF THE TOP OF HUFF
 GX2202'MOUNTAIN, AT THE SOUTH END OF THE FIRST S-CURVE WEST OF THE
 GX2202'MOUNTAIN, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 GX2202'FACE OF A ROCK CLIFF, AND 3-1/2 FEET ABOVE THE HIGHWAY.  A STANDARD
 GX2202'DISK, STAMPED Y 44 1935 AND SET VERTICALLY.
 GX2202
 GX2202                          STATION RECOVERY (1963)
 GX2202
 GX2202'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0086 ***********************************************************************
 GY0086  DESIGNATION -  Y 46
 GY0086  PID         -  GY0086
 GY0086  STATE/COUNTY-  WV/MINGO
 GY0086  USGS QUAD   -  WILLIAMSON (1992)
 GY0086
 GY0086                         *CURRENT SURVEY CONTROL
 GY0086  ___________________________________________________________________
 GY0086* NAD 83(1986)-  37 40 35.     (N)    082 16 51.     (W)     SCALED    
 GY0086* NAVD 88     -       202.499  (meters)     664.37   (feet)  ADJUSTED  
 GY0086  ___________________________________________________________________
 GY0086  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GY0086  DYNAMIC HT  -         202.349 (meters)     663.87  (feet)  COMP
 GY0086  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 GY0086
 GY0086  VERT ORDER  -  SECOND    CLASS 0
 GY0086
 GY0086.The horizontal coordinates were scaled from a topographic map and have
 GY0086.an estimated accuracy of +/- 6 seconds.
 GY0086
 GY0086.The orthometric height was determined by differential leveling
 GY0086.and adjusted by the National Geodetic Survey in June 1991..
 GY0086
 GY0086.The geoid height was determined by GEOID03.
 GY0086
 GY0086.The dynamic height is computed by dividing the NAVD 88
 GY0086.geopotential number by the normal gravity value computed on the
 GY0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0086.degrees latitude (g = 980.6199 gals.).
 GY0086
 GY0086.The modeled gravity was interpolated from observed gravity values.
 GY0086
 GY0086;                    North         East    Units  Estimated Accuracy
 GY0086;SPC WV S     -    75,850.      487,020.      MT  (+/- 180 meters Scaled)
 GY0086
 GY0086                          SUPERSEDED SURVEY CONTROL
 GY0086
 GY0086  NGVD 29 (??/??/92)  202.730  (m)          665.12   (f) ADJ UNCH    2 0
 GY0086
 GY0086.Superseded values are not recommended for survey control.
 GY0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0086.See file dsdata.txt to determine how the superseded data were derived.
 GY0086
 GY0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB870706(NAD 83)
 GY0086_MARKER: DB = BENCH MARK DISK
 GY0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0086_STAMPING: Y 46 1935
 GY0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0086+STABILITY: SURFACE MOTION
 GY0086
 GY0086  HISTORY     - Date     Condition        Report By
 GY0086  HISTORY     - 1935     MONUMENTED       CGS
 GY0086  HISTORY     - 1942     GOOD             NGS
 GY0086  HISTORY     - 1953     MARK NOT FOUND   NGS
 GY0086  HISTORY     - 1982     MARK NOT FOUND   NGS
 GY0086
 GY0086                          STATION DESCRIPTION
 GY0086
 GY0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GY0086'AT WILLIAMSON.
 GY0086'AT WILLIAMSON, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GY0086'0.4 MILE WEST OF THE STATION, 100 FEET NORTHEAST ACROSS THE
 GY0086'TRACK FROM A FREIGHT-LOADING PLATFORM, 37.8 FEET NORTHWEST OF A
 GY0086'SIGNAL-CONTROL BOX, 15 FEET SOUTHWEST OF A TELEPHONE POLE, 34.6
 GY0086'FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE RAIL.  A STANDARD
 GY0086'DISK, STAMPED Y 46 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GY0086
 GY0086                          STATION RECOVERY (1953)
 GY0086
 GY0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GY0086'MARK NOT FOUND.
 GY0086
 GY0086                          STATION RECOVERY (1982)
 GY0086
 GY0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GY0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0091 ***********************************************************************
 GY0091  DESIGNATION -  Y 46 X
 GY0091  PID         -  GY0091
 GY0091  STATE/COUNTY-  WV/MINGO
 GY0091  USGS QUAD   -  WILLIAMSON (1992)
 GY0091
 GY0091                         *CURRENT SURVEY CONTROL
 GY0091  ___________________________________________________________________
 GY0091* NAD 83(1986)-  37 40 19.     (N)    082 16 34.     (W)     SCALED    
 GY0091* NAVD 88     -       203.124  (meters)     666.42   (feet)  ADJUSTED  
 GY0091  ___________________________________________________________________
 GY0091  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GY0091  DYNAMIC HT  -         202.973 (meters)     665.92  (feet)  COMP
 GY0091  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 GY0091
 GY0091  VERT ORDER  -  SECOND    CLASS 0
 GY0091
 GY0091.The horizontal coordinates were scaled from a topographic map and have
 GY0091.an estimated accuracy of +/- 6 seconds.
 GY0091
 GY0091.The orthometric height was determined by differential leveling
 GY0091.and adjusted by the National Geodetic Survey in June 1991..
 GY0091
 GY0091.The geoid height was determined by GEOID03.
 GY0091
 GY0091.The dynamic height is computed by dividing the NAVD 88
 GY0091.geopotential number by the normal gravity value computed on the
 GY0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0091.degrees latitude (g = 980.6199 gals.).
 GY0091
 GY0091.The modeled gravity was interpolated from observed gravity values.
 GY0091
 GY0091;                    North         East    Units  Estimated Accuracy
 GY0091;SPC WV S     -    75,350.      487,430.      MT  (+/- 180 meters Scaled)
 GY0091
 GY0091                          SUPERSEDED SURVEY CONTROL
 GY0091
 GY0091  NGVD 29 (??/??/92)  203.357  (m)          667.18   (f) ADJ UNCH    2 0
 GY0091
 GY0091.Superseded values are not recommended for survey control.
 GY0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0091.See file dsdata.txt to determine how the superseded data were derived.
 GY0091
 GY0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB874701(NAD 83)
 GY0091_MARKER: DB = BENCH MARK DISK
 GY0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0091_SP_SET: BUILDING
 GY0091_STAMPING: Y 46 X 1935 667.180
 GY0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0091
 GY0091  HISTORY     - Date     Condition        Report By
 GY0091  HISTORY     - 1935     MONUMENTED       CGS
 GY0091  HISTORY     - 1956     GOOD             NGS
 GY0091  HISTORY     - 1982     GOOD             NGS
 GY0091
 GY0091                          STATION DESCRIPTION
 GY0091
 GY0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0091'AT WILLIAMSON.
 GY0091'SET VERTICALLY IN THE WEST FACE OF THE NORFOLK AND WESTERN
 GY0091'RAILROAD STATION, 7 FEET NORTH OF THE CENTER OF THE ENTRANCE
 GY0091'TO THE WAITING ROOM AND TICKET OFFICE, 2 FEET ABOVE STATION
 GY0091'PLATFORM.
 GY0091
 GY0091                          STATION RECOVERY (1982)
 GY0091
 GY0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GY0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0151 ***********************************************************************
 GY0151  DESIGNATION -  Y 47
 GY0151  PID         -  GY0151
 GY0151  STATE/COUNTY-  WV/MINGO
 GY0151  USGS QUAD   -  MAJESTIC (1977)
 GY0151
 GY0151                         *CURRENT SURVEY CONTROL
 GY0151  ___________________________________________________________________
 GY0151* NAD 83(1986)-  37 32 28.     (N)    082 00 07.     (W)     SCALED    
 GY0151* NAVD 88     -       247.050  (meters)     810.53   (feet)  ADJUSTED  
 GY0151  ___________________________________________________________________
 GY0151  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GY0151  DYNAMIC HT  -         246.858 (meters)     809.90  (feet)  COMP
 GY0151  MODELED GRAV-     979,848.6   (mgal)                       NAVD 88
 GY0151
 GY0151  VERT ORDER  -  SECOND    CLASS 0
 GY0151
 GY0151.The horizontal coordinates were scaled from a topographic map and have
 GY0151.an estimated accuracy of +/- 6 seconds.
 GY0151
 GY0151.The orthometric height was determined by differential leveling
 GY0151.and adjusted by the National Geodetic Survey in June 1991..
 GY0151
 GY0151.The geoid height was determined by GEOID03.
 GY0151
 GY0151.The dynamic height is computed by dividing the NAVD 88
 GY0151.geopotential number by the normal gravity value computed on the
 GY0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0151.degrees latitude (g = 980.6199 gals.).
 GY0151
 GY0151.The modeled gravity was interpolated from observed gravity values.
 GY0151
 GY0151;                    North         East    Units  Estimated Accuracy
 GY0151;SPC WV S     -    60,540.      511,450.      MT  (+/- 180 meters Scaled)
 GY0151
 GY0151                          SUPERSEDED SURVEY CONTROL
 GY0151
 GY0151  NGVD 29 (??/??/92)  247.262  (m)          811.23   (f) ADJ UNCH    2 0
 GY0151
 GY0151.Superseded values are not recommended for survey control.
 GY0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0151.See file dsdata.txt to determine how the superseded data were derived.
 GY0151
 GY0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB114553(NAD 83)
 GY0151_MARKER: DB = BENCH MARK DISK
 GY0151_SETTING: 66 = SET IN ROCK OUTCROP
 GY0151_SP_SET: CLIFF
 GY0151_STAMPING: Y 47 1935
 GY0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0151+STABILITY: POSITION/ELEVATION WELL
 GY0151
 GY0151  HISTORY     - Date     Condition        Report By
 GY0151  HISTORY     - 1935     MONUMENTED       CGS
 GY0151
 GY0151                          STATION DESCRIPTION
 GY0151
 GY0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0151'0.3 MI NW FROM GLEN ALUM.
 GY0151'0.3 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0151'STATION AT GLEN ALUM, MINGO COUNTY, 0.4 MILE NORTHWEST OF MILEPOST
 GY0151'N 440, 6-1/2 RAILS SOUTHWEST OF SEMAPHORE 4403, 6 RAILS NORTHWEST
 GY0151'OF SEMAPHORE 4406, AT A CROSS-OVER SWITCH, IN THE FACE OF A
 GY0151'SANDSTONE CLIFF, 9.4 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 GY0151'ABOUT 6 INCHES ABOVE THE LEVEL OF THE RAIL.  A STANDARD DISK,
 GY0151'STAMPED Y 47 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1627 ***********************************************************************
 GX1627  DESIGNATION -  Y 48
 GX1627  PID         -  GX1627
 GX1627  STATE/COUNTY-  WV/MCDOWELL
 GX1627  USGS QUAD   -  DAVY (1976)
 GX1627
 GX1627                         *CURRENT SURVEY CONTROL
 GX1627  ___________________________________________________________________
 GX1627* NAD 83(1986)-  37 27 20.     (N)    081 42 14.     (W)     SCALED    
 GX1627* NAVD 88     -       341.531  (meters)    1120.51   (feet)  ADJUSTED  
 GX1627  ___________________________________________________________________
 GX1627  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX1627  DYNAMIC HT  -         341.255 (meters)    1119.60  (feet)  COMP
 GX1627  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 GX1627
 GX1627  VERT ORDER  -  SECOND    CLASS 0
 GX1627
 GX1627.The horizontal coordinates were scaled from a topographic map and have
 GX1627.an estimated accuracy of +/- 6 seconds.
 GX1627
 GX1627.The orthometric height was determined by differential leveling
 GX1627.and adjusted by the National Geodetic Survey in June 1991..
 GX1627
 GX1627.The geoid height was determined by GEOID03.
 GX1627
 GX1627.The dynamic height is computed by dividing the NAVD 88
 GX1627.geopotential number by the normal gravity value computed on the
 GX1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1627.degrees latitude (g = 980.6199 gals.).
 GX1627
 GX1627.The modeled gravity was interpolated from observed gravity values.
 GX1627
 GX1627;                    North         East    Units  Estimated Accuracy
 GX1627;SPC WV S     -    50,800.      537,720.      MT  (+/- 180 meters Scaled)
 GX1627
 GX1627                          SUPERSEDED SURVEY CONTROL
 GX1627
 GX1627  NGVD 29 (??/??/92)  341.710  (m)         1121.09   (f) ADJ UNCH    2 0
 GX1627
 GX1627.Superseded values are not recommended for survey control.
 GX1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1627.See file dsdata.txt to determine how the superseded data were derived.
 GX1627
 GX1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB377456(NAD 83)
 GX1627_MARKER: DB = BENCH MARK DISK
 GX1627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1627_SP_SET: TUNNEL
 GX1627_STAMPING: Y 48 1935
 GX1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1627
 GX1627  HISTORY     - Date     Condition        Report By
 GX1627  HISTORY     - 1935     MONUMENTED       CGS
 GX1627
 GX1627                          STATION DESCRIPTION
 GX1627
 GX1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1627'0.3 MI NE FROM RODERFIELD.
 GX1627'0.3 MILE NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1627'THE STATION AT RODERFIELD, MCDOWELL COUNTY, IN THE SOUTHWEST
 GX1627'FACE OF A TUNNEL, 4.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GX1627'WEST-BOUND TRACK, 1 FOOT NORTHWEST OF THE SOUTH INSIDE CORNER,
 GX1627'AND 4.2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED Y 48
 GX1627'1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1303 ***********************************************************************
 GX1303  DESIGNATION -  Y 49
 GX1303  PID         -  GX1303
 GX1303  STATE/COUNTY-  WV/MCDOWELL
 GX1303  USGS QUAD   -  ANAWALT (1977)
 GX1303
 GX1303                         *CURRENT SURVEY CONTROL
 GX1303  ___________________________________________________________________
 GX1303* NAD 83(1986)-  37 22 15.     (N)    081 22 45.     (W)     SCALED    
 GX1303* NAVD 88     -       636.393  (meters)    2087.90   (feet)  ADJUSTED  
 GX1303  ___________________________________________________________________
 GX1303  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GX1303  DYNAMIC HT  -         635.829 (meters)    2086.05  (feet)  COMP
 GX1303  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GX1303
 GX1303  VERT ORDER  -  SECOND    CLASS 0
 GX1303
 GX1303.The horizontal coordinates were scaled from a topographic map and have
 GX1303.an estimated accuracy of +/- 6 seconds.
 GX1303
 GX1303.The orthometric height was determined by differential leveling
 GX1303.and adjusted by the National Geodetic Survey in June 1991..
 GX1303
 GX1303.The geoid height was determined by GEOID03.
 GX1303
 GX1303.The dynamic height is computed by dividing the NAVD 88
 GX1303.geopotential number by the normal gravity value computed on the
 GX1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1303.degrees latitude (g = 980.6199 gals.).
 GX1303
 GX1303.The modeled gravity was interpolated from observed gravity values.
 GX1303
 GX1303;                    North         East    Units  Estimated Accuracy
 GX1303;SPC WV S     -    41,230.      566,410.      MT  (+/- 180 meters Scaled)
 GX1303
 GX1303                          SUPERSEDED SURVEY CONTROL
 GX1303
 GX1303  NGVD 29 (??/??/92)  636.504  (m)         2088.26   (f) ADJ UNCH    2 0
 GX1303
 GX1303.Superseded values are not recommended for survey control.
 GX1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1303.See file dsdata.txt to determine how the superseded data were derived.
 GX1303
 GX1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB664360(NAD 83)
 GX1303_MARKER: DB = BENCH MARK DISK
 GX1303_SETTING: 66 = SET IN ROCK OUTCROP
 GX1303_SP_SET: ROCK CUT
 GX1303_STAMPING: Y 49 1935
 GX1303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1303+STABILITY: POSITION/ELEVATION WELL
 GX1303
 GX1303  HISTORY     - Date     Condition        Report By
 GX1303  HISTORY     - 1935     MONUMENTED       CGS
 GX1303  HISTORY     - 1958     GOOD             NGS
 GX1303
 GX1303                          STATION DESCRIPTION
 GX1303
 GX1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1303'0.3 MI NW FROM MAYBEURY.
 GX1303'ABOUT 0.3 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1303'FROM THE BRIDGE OVER U.S. HIGHWAY 52 AND ELKHORN CREEK AT
 GX1303'MAYBEURY, ABOUT 15 RAILS WEST OF MILEPOST N 379, SET VERTICALLY
 GX1303'IN THE SOUTH FACE OF A ROCK CUT, 65 FEET NORTH OF THE NORTH RAIL
 GX1303'OF THE NORTH TRACK, ABOUT 20 YARDS SOUTH OF THE SOUTH EDGE AND
 GX1303'DIRECTLY BELOW A LARGE BLACK WATER TANK, 10 1/2 FEET EAST OF THE
 GX1303'EAST ONE OF TWO 12-INCH PIPES EXTENDING SOUTH FROM THE TANK, 2 1/2
 GX1303'FEET ABOVE THE GROUND, AND ABOUT 14 FEET ABOVE THE LEVEL OF THE
 GX1303'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2303 ***********************************************************************
 HX2303  DESIGNATION -  Y 5
 HX2303  PID         -  HX2303
 HX2303  STATE/COUNTY-  WV/MASON
 HX2303  USGS QUAD   -  ROBERTSBURG (1987)
 HX2303
 HX2303                         *CURRENT SURVEY CONTROL
 HX2303  ___________________________________________________________________
 HX2303* NAD 83(1986)-  38 42 07.     (N)    081 57 04.     (W)     SCALED    
 HX2303* NAVD 88     -       175.214  (meters)     574.85   (feet)  ADJUSTED  
 HX2303  ___________________________________________________________________
 HX2303  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 HX2303  DYNAMIC HT  -         175.100 (meters)     574.47  (feet)  COMP
 HX2303  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 HX2303
 HX2303  VERT ORDER  -  FIRST     CLASS II
 HX2303
 HX2303.The horizontal coordinates were scaled from a topographic map and have
 HX2303.an estimated accuracy of +/- 6 seconds.
 HX2303
 HX2303.The orthometric height was determined by differential leveling
 HX2303.and adjusted by the National Geodetic Survey in June 1991..
 HX2303
 HX2303.The geoid height was determined by GEOID03.
 HX2303
 HX2303.The dynamic height is computed by dividing the NAVD 88
 HX2303.geopotential number by the normal gravity value computed on the
 HX2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2303.degrees latitude (g = 980.6199 gals.).
 HX2303
 HX2303.The modeled gravity was interpolated from observed gravity values.
 HX2303
 HX2303;                    North         East    Units  Estimated Accuracy
 HX2303;SPC WV S     -   189,330.      517,270.      MT  (+/- 180 meters Scaled)
 HX2303
 HX2303                          SUPERSEDED SURVEY CONTROL
 HX2303
 HX2303  NGVD 29 (??/??/92)  175.417  (m)          575.51   (f) ADJ UNCH    1 2
 HX2303
 HX2303.Superseded values are not recommended for survey control.
 HX2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2303.See file dsdata.txt to determine how the superseded data were derived.
 HX2303
 HX2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC172841(NAD 83)
 HX2303_MARKER: DB = BENCH MARK DISK
 HX2303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2303_SP_SET: BUILDING
 HX2303_STAMPING: Y 5 1933
 HX2303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2303
 HX2303  HISTORY     - Date     Condition        Report By
 HX2303  HISTORY     - 1933     MONUMENTED       CGS
 HX2303  HISTORY     - 1935     GOOD             NGS
 HX2303
 HX2303                          STATION DESCRIPTION
 HX2303
 HX2303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HX2303'0.8 MI S FROM ARBUCKLE.
 HX2303'0.8 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM ARBUCKLE,
 HX2303'60 YARDS WEST OF THE TRACK, IN THE NORTH FACE OF A BRICK RESIDENCE,
 HX2303'3 FEET WEST OF THE NORTHEAST CORNER, AND ABOUT 5 FEET ABOVE THE
 HX2303'GROUND.  A STANDARD DISK, STAMPED Y 5 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0504 ***********************************************************************
 HY0504  DESIGNATION -  Y 50
 HY0504  PID         -  HY0504
 HY0504  STATE/COUNTY-  WV/LINCOLN
 HY0504  USGS QUAD   -  BIG CREEK (1962)
 HY0504
 HY0504                         *CURRENT SURVEY CONTROL
 HY0504  ___________________________________________________________________
 HY0504* NAD 83(1986)-  38 05 14.     (N)    082 07 16.     (W)     SCALED    
 HY0504* NAVD 88     -       182.671  (meters)     599.31   (feet)  ADJUSTED  
 HY0504  ___________________________________________________________________
 HY0504  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HY0504  DYNAMIC HT  -         182.540 (meters)     598.88  (feet)  COMP
 HY0504  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 HY0504
 HY0504  VERT ORDER  -  SECOND    CLASS 0
 HY0504
 HY0504.The horizontal coordinates were scaled from a topographic map and have
 HY0504.an estimated accuracy of +/- 6 seconds.
 HY0504
 HY0504.The orthometric height was determined by differential leveling
 HY0504.and adjusted by the National Geodetic Survey in June 1991..
 HY0504
 HY0504.The geoid height was determined by GEOID03.
 HY0504
 HY0504.The dynamic height is computed by dividing the NAVD 88
 HY0504.geopotential number by the normal gravity value computed on the
 HY0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0504.degrees latitude (g = 980.6199 gals.).
 HY0504
 HY0504.The modeled gravity was interpolated from observed gravity values.
 HY0504
 HY0504;                    North         East    Units  Estimated Accuracy
 HY0504;SPC WV S     -   121,260.      501,660.      MT  (+/- 180 meters Scaled)
 HY0504
 HY0504                          SUPERSEDED SURVEY CONTROL
 HY0504
 HY0504  NGVD 29 (??/??/92)  182.88   (m)          600.0    (f) COMPUTED    2 0
 HY0504
 HY0504.Superseded values are not recommended for survey control.
 HY0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0504.See file dsdata.txt to determine how the superseded data were derived.
 HY0504
 HY0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC016160(NAD 83)
 HY0504_MARKER: DB = BENCH MARK DISK
 HY0504_SETTING: 80 = SET IN A BOULDER
 HY0504_SP_SET: BOULDER
 HY0504_STAMPING: Y50 1935
 HY0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0504+STABILITY: SURFACE MOTION
 HY0504
 HY0504  HISTORY     - Date     Condition        Report By
 HY0504  HISTORY     - 1935     MONUMENTED       CGS
 HY0504
 HY0504                          STATION DESCRIPTION
 HY0504
 HY0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY0504'4.9 MI SE FROM RANGER.
 HY0504'SOUTH EAST OF RANGER BY RAILROAD.  ON THE BARBOURSVILLE TO
 HY0504'LOGAN BRANCH OF THE C. AND O. RAILROAD.  ON THE FOOT OF A LARGE
 HY0504'BOULDER. 0.5 MILE NORTH OF GILL STATION.  12 RAILS NORTH OF
 HY0504'MILE POST B-36.  65 YARDS SOUTH WEST OF A TWO STORY HOUSE OF
 HY0504'ANDREW CYFERS 160 FEET EAST OF EAST RAIL OF EAST TRACK.  8
 HY0504'FEET BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0505 ***********************************************************************
 HY0505  DESIGNATION -  Y 50 RESET 1940
 HY0505  PID         -  HY0505
 HY0505  STATE/COUNTY-  WV/LINCOLN
 HY0505  USGS QUAD   -  BIG CREEK (1962)
 HY0505
 HY0505                         *CURRENT SURVEY CONTROL
 HY0505  ___________________________________________________________________
 HY0505* NAD 83(1986)-  38 05 14.     (N)    082 07 16.     (W)     SCALED    
 HY0505* NAVD 88     -       182.695  (meters)     599.39   (feet)  ADJUSTED  
 HY0505  ___________________________________________________________________
 HY0505  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HY0505  DYNAMIC HT  -         182.563 (meters)     598.96  (feet)  COMP
 HY0505  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 HY0505
 HY0505  VERT ORDER  -  SECOND    CLASS 0
 HY0505
 HY0505.The horizontal coordinates were scaled from a topographic map and have
 HY0505.an estimated accuracy of +/- 6 seconds.
 HY0505
 HY0505.The orthometric height was determined by differential leveling
 HY0505.and adjusted by the National Geodetic Survey in June 1991..
 HY0505
 HY0505.The geoid height was determined by GEOID03.
 HY0505
 HY0505.The dynamic height is computed by dividing the NAVD 88
 HY0505.geopotential number by the normal gravity value computed on the
 HY0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0505.degrees latitude (g = 980.6199 gals.).
 HY0505
 HY0505.The modeled gravity was interpolated from observed gravity values.
 HY0505
 HY0505;                    North         East    Units  Estimated Accuracy
 HY0505;SPC WV S     -   121,260.      501,660.      MT  (+/- 180 meters Scaled)
 HY0505
 HY0505                          SUPERSEDED SURVEY CONTROL
 HY0505
 HY0505  NGVD 29 (??/??/92)  182.908  (m)          600.09   (f) ADJ UNCH    2 0
 HY0505
 HY0505.Superseded values are not recommended for survey control.
 HY0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0505.See file dsdata.txt to determine how the superseded data were derived.
 HY0505
 HY0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC016160(NAD 83)
 HY0505_MARKER: DB = BENCH MARK DISK
 HY0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0505_SP_SET: BRIDGE
 HY0505_STAMPING: Y 50 1935 RESET 1940
 HY0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0505
 HY0505  HISTORY     - Date     Condition        Report By
 HY0505  HISTORY     - 1940     MONUMENTED       WVHD
 HY0505  HISTORY     - 1957     GOOD             NGS
 HY0505
 HY0505                          STATION DESCRIPTION
 HY0505
 HY0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HY0505'0.5 MI N FROM GILL.
 HY0505'ABOUT 0.5 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY0505'THE STATION AT GILL, 0.1 MILE NORTHEAST OF MILE POLE 36, ABOUT
 HY0505'60 YARDS EAST THE TRACK, 20 YARDS NORTH OF SMALL BUILDING HOUSING
 HY0505'THE GILL POST OFFICE, 17 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HY0505'SET IN THE TOP OF THE 2ND STEP DOWN OF THE NORTHEAST STONE MASONRY
 HY0505'WINGWALL OF WOODEN BRIDGE UNDER GRAVEL ROAD AND ACROSS LITTLE
 HY0505'UGLY CREEK, ABOUT 2 FEET BELOW THE LEVEL OF THE GRAVEL ROAD.
 HY0505'NOTE-- ABOUT 0.95 MILE SOUTHEAST OF THE STATION AT LATTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0289 ***********************************************************************
 GY0289  DESIGNATION -  Y 51
 GY0289  PID         -  GY0289
 GY0289  STATE/COUNTY-  WV/LOGAN
 GY0289  USGS QUAD   -  HOLDEN (1989)
 GY0289
 GY0289                         *CURRENT SURVEY CONTROL
 GY0289  ___________________________________________________________________
 GY0289* NAD 83(1986)-  37 50 47.     (N)    082 00 25.     (W)     SCALED    
 GY0289* NAVD 88     -       203.880  (meters)     668.90   (feet)  ADJUSTED  
 GY0289  ___________________________________________________________________
 GY0289  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GY0289  DYNAMIC HT  -         203.732 (meters)     668.41  (feet)  COMP
 GY0289  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 GY0289
 GY0289  VERT ORDER  -  SECOND    CLASS 0
 GY0289
 GY0289.The horizontal coordinates were scaled from a topographic map and have
 GY0289.an estimated accuracy of +/- 6 seconds.
 GY0289
 GY0289.The orthometric height was determined by differential leveling
 GY0289.and adjusted by the National Geodetic Survey in June 1991..
 GY0289
 GY0289.The geoid height was determined by GEOID03.
 GY0289
 GY0289.The dynamic height is computed by dividing the NAVD 88
 GY0289.geopotential number by the normal gravity value computed on the
 GY0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0289.degrees latitude (g = 980.6199 gals.).
 GY0289
 GY0289.The modeled gravity was interpolated from observed gravity values.
 GY0289
 GY0289;                    North         East    Units  Estimated Accuracy
 GY0289;SPC WV S     -    94,420.      511,380.      MT  (+/- 180 meters Scaled)
 GY0289
 GY0289                          SUPERSEDED SURVEY CONTROL
 GY0289
 GY0289  NGVD 29 (??/??/92)  204.101  (m)          669.62   (f) ADJ UNCH    2 0
 GY0289
 GY0289.Superseded values are not recommended for survey control.
 GY0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0289.See file dsdata.txt to determine how the superseded data were derived.
 GY0289
 GY0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB114892(NAD 83)
 GY0289_MARKER: DD = SURVEY DISK
 GY0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0289_STAMPING: Y 51 1935
 GY0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0289+STABILITY: SURFACE MOTION
 GY0289
 GY0289  HISTORY     - Date     Condition        Report By
 GY0289  HISTORY     - 1935     MONUMENTED       WVGS
 GY0289  HISTORY     - 1957     GOOD             NGS
 GY0289
 GY0289                          STATION DESCRIPTION
 GY0289
 GY0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GY0289'AT MT GAY.
 GY0289'AT MT. GAY, AT MONITOR JUNCTION ON THE CHESAPEAKE AND OHIO RAILWAY,
 GY0289'20 FEET SOUTHWEST OF SOUTHWEST RAIL OF HOLDEN BRANCH TRACK OF
 GY0289'THE C. AND O. RY, 160 1/4 FEET NORTHWEST OF FROG POINT OF THE
 GY0289'JUNCTION OF HOLDEN AND MONITOR BRANCHES OF C. AND O. RY., 16
 GY0289'FEET NORTHEAST OF NORTHEAST RAIL OF MONITOR JUNCTION TRACK, 8
 GY0289'FEET WEST-NORTHWEST OF A SIGN MONITOR JUNCTION, 11 FEET
 GY0289'EAST-SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET BELOW LEVEL OF
 GY0289'TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 1/2
 GY0289'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0387 ***********************************************************************
 GX0387  DESIGNATION -  Y 52
 GX0387  PID         -  GX0387
 GX0387  STATE/COUNTY-  WV/MERCER
 GX0387  USGS QUAD   -  OAKVALE (1977)
 GX0387
 GX0387                         *CURRENT SURVEY CONTROL
 GX0387  ___________________________________________________________________
 GX0387* NAD 83(1986)-  37 20 40.     (N)    080 55 39.     (W)     SCALED    
 GX0387* NAVD 88     -       508.799  (meters)    1669.28   (feet)  ADJUSTED  
 GX0387  ___________________________________________________________________
 GX0387  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX0387  DYNAMIC HT  -         508.361 (meters)    1667.85  (feet)  COMP
 GX0387  MODELED GRAV-     979,755.3   (mgal)                       NAVD 88
 GX0387
 GX0387  VERT ORDER  -  SECOND    CLASS 0
 GX0387
 GX0387.The horizontal coordinates were scaled from a topographic map and have
 GX0387.an estimated accuracy of +/- 6 seconds.
 GX0387
 GX0387.The orthometric height was determined by differential leveling
 GX0387.and adjusted by the National Geodetic Survey in June 1991..
 GX0387
 GX0387.The geoid height was determined by GEOID03.
 GX0387
 GX0387.The dynamic height is computed by dividing the NAVD 88
 GX0387.geopotential number by the normal gravity value computed on the
 GX0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0387.degrees latitude (g = 980.6199 gals.).
 GX0387
 GX0387.The modeled gravity was interpolated from observed gravity values.
 GX0387
 GX0387;                    North         East    Units  Estimated Accuracy
 GX0387;SPC WV S     -    38,230.      606,420.      MT  (+/- 180 meters Scaled)
 GX0387
 GX0387                          SUPERSEDED SURVEY CONTROL
 GX0387
 GX0387  NGVD 29 (??/??/92)  508.93   (m)         1669.7    (f) COMPUTED    2 0
 GX0387
 GX0387.Superseded values are not recommended for survey control.
 GX0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0387.See file dsdata.txt to determine how the superseded data were derived.
 GX0387
 GX0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB064330(NAD 83)
 GX0387_MARKER: DB = BENCH MARK DISK
 GX0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0387_SP_SET: CULVERT
 GX0387_STAMPING: Y 52 1935
 GX0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0387
 GX0387  HISTORY     - Date     Condition        Report By
 GX0387  HISTORY     - 1935     MONUMENTED       CGS
 GX0387  HISTORY     - 1965     MARK NOT FOUND   NGS
 GX0387  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0387
 GX0387                          STATION DESCRIPTION
 GX0387
 GX0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX0387'2.1 MI E FROM OAKVALE.
 GX0387'2.1 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0387'STATION AT OAKVALE, MERCER COUNTY, ABOUT 225 YARDS EAST OF
 GX0387'MILEPOST 345, ABOUT 100 YARDS WEST OF SEMAPHORE 344.8, AT A
 GX0387'CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEADWALL, 6 FEET SOUTH
 GX0387'OF THE SOUTH RAIL OF THE EAST-BOUND TRACK, AND ABOUT 2-1/2 FEET
 GX0387'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Y 52 1935.
 GX0387'NOTE-- NO CULVERT COULD BE LOCATED AT THE DESCRIBED LOCATION.
 GX0387
 GX0387                          STATION RECOVERY (1965)
 GX0387
 GX0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0387'MARK NOT FOUND.
 GX0387
 GX0387                          STATION RECOVERY (1984)
 GX0387
 GX0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0387'NOT RECOVERED, NOT ACCESSIBLE TO THE NEW LINE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1471 ***********************************************************************
 HW1471  DESIGNATION -  Y 61
 HW1471  PID         -  HW1471
 HW1471  STATE/COUNTY-  WV/PENDLETON
 HW1471  USGS QUAD   -  COW KNOB (1967)
 HW1471
 HW1471                         *CURRENT SURVEY CONTROL
 HW1471  ___________________________________________________________________
 HW1471* NAD 83(1986)-  38 42 34.     (N)    079 05 23.     (W)     SCALED    
 HW1471* NAVD 88     -      1150.172  (meters)    3773.52   (feet)  ADJUSTED  
 HW1471  ___________________________________________________________________
 HW1471  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HW1471  DYNAMIC HT  -        1149.245 (meters)    3770.48  (feet)  COMP
 HW1471  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 HW1471
 HW1471  VERT ORDER  -  SECOND    CLASS 0
 HW1471
 HW1471.The horizontal coordinates were scaled from a topographic map and have
 HW1471.an estimated accuracy of +/- 6 seconds.
 HW1471
 HW1471.The orthometric height was determined by differential leveling
 HW1471.and adjusted by the National Geodetic Survey in June 1991..
 HW1471
 HW1471.The geoid height was determined by GEOID03.
 HW1471
 HW1471.The dynamic height is computed by dividing the NAVD 88
 HW1471.geopotential number by the normal gravity value computed on the
 HW1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1471.degrees latitude (g = 980.6199 gals.).
 HW1471
 HW1471.The modeled gravity was interpolated from observed gravity values.
 HW1471
 HW1471;                    North         East    Units  Estimated Accuracy
 HW1471;SPC WV S     -   191,450.      766,140.      MT  (+/- 180 meters Scaled)
 HW1471
 HW1471                          SUPERSEDED SURVEY CONTROL
 HW1471
 HW1471  NGVD 29 (??/??/92) 1150.256  (m)         3773.80   (f) ADJ UNCH    2 0
 HW1471
 HW1471.Superseded values are not recommended for survey control.
 HW1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1471.See file dsdata.txt to determine how the superseded data were derived.
 HW1471
 HW1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC660862(NAD 83)
 HW1471_MARKER: DB = BENCH MARK DISK
 HW1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1471_STAMPING: Y 61 1935
 HW1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1471+STABILITY: SURFACE MOTION
 HW1471
 HW1471  HISTORY     - Date     Condition        Report By
 HW1471  HISTORY     - 1935     MONUMENTED       CGS
 HW1471  HISTORY     - 1954     GOOD             USE
 HW1471
 HW1471                          STATION DESCRIPTION
 HW1471
 HW1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1471'7.5 MI SW FROM CRIDERS.
 HW1471'IN PENDLETON COUNTY, WEST VIRGINIA, 7.5 MILES SOUTHWEST ALONG
 HW1471'VIRGINIA SECONDARY STATE HIGHWAY 826 AND A MOUNTAIN ROAD FROM
 HW1471'THE POST OFFICE AT CRIDERS, ROCKINGHAM COUNTY, VIRGINIA, 6.3
 HW1471'MILES NORTHEAST OF HALL SPRINGS, ROCKINGHAM COUNTY, VIRGINIA,
 HW1471'1.3 MILES NORTH OF THE LOOKOUT STATION AT COW KNOB, 200 FEET
 HW1471'WEST OF THE TOP OF SHENANDOAH MOUNTAIN, 184 FEET WEST-NORTHWEST
 HW1471'OF THE BASE OF A TREE NEAR A FENCE LINE, 125 FEET
 HW1471'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD OPPOSITE THE NORTH
 HW1471'END OF A ROW OF TREES, 35 FEET SOUTH-SOUTHWEST OF A FENCE
 HW1471'CORNER, 9 FEET NORTH OF AN 8-INCH PINE TREE AT THE FENCE LINE,
 HW1471'8 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT WEST OF
 HW1471'THE FENCE.  A STANDARD DISK, STAMPED Y 61 1935 AND SET IN
 HW1471'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 HW1471
 HW1471                          STATION RECOVERY (1954)
 HW1471
 HW1471'RECOVERY NOTE BY US ENGINEERS 1954
 HW1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2065 ***********************************************************************
 HX2065  DESIGNATION -  Y 7
 HX2065  PID         -  HX2065
 HX2065  STATE/COUNTY-  WV/KANAWHA
 HX2065  USGS QUAD   -  BIG CHIMNEY (1976)
 HX2065
 HX2065                         *CURRENT SURVEY CONTROL
 HX2065  ___________________________________________________________________
 HX2065* NAD 83(1986)-  38 23 52.     (N)    081 33 10.     (W)     SCALED    
 HX2065* NAVD 88     -       186.089  (meters)     610.53   (feet)  ADJUSTED  
 HX2065  ___________________________________________________________________
 HX2065  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HX2065  DYNAMIC HT  -         185.959 (meters)     610.10  (feet)  COMP
 HX2065  MODELED GRAV-     979,922.9   (mgal)                       NAVD 88
 HX2065
 HX2065  VERT ORDER  -  SECOND    CLASS 0
 HX2065
 HX2065.The horizontal coordinates were scaled from a topographic map and have
 HX2065.an estimated accuracy of +/- 6 seconds.
 HX2065
 HX2065.The orthometric height was determined by differential leveling
 HX2065.and adjusted by the National Geodetic Survey in June 1991..
 HX2065
 HX2065.The geoid height was determined by GEOID03.
 HX2065
 HX2065.The dynamic height is computed by dividing the NAVD 88
 HX2065.geopotential number by the normal gravity value computed on the
 HX2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2065.degrees latitude (g = 980.6199 gals.).
 HX2065
 HX2065.The modeled gravity was interpolated from observed gravity values.
 HX2065
 HX2065;                    North         East    Units  Estimated Accuracy
 HX2065;SPC WV S     -   155,280.      551,720.      MT  (+/- 180 meters Scaled)
 HX2065
 HX2065                          SUPERSEDED SURVEY CONTROL
 HX2065
 HX2065  NGVD 29 (??/??/92)  186.278  (m)          611.15   (f) ADJ UNCH    2 0
 HX2065
 HX2065.Superseded values are not recommended for survey control.
 HX2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2065.See file dsdata.txt to determine how the superseded data were derived.
 HX2065
 HX2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC517500(NAD 83)
 HX2065_MARKER: DB = BENCH MARK DISK
 HX2065_SETTING: 66 = SET IN ROCK OUTCROP
 HX2065_SP_SET: ROCK LEDGE
 HX2065_STAMPING: Y 7 1933
 HX2065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2065+STABILITY: POSITION/ELEVATION WELL
 HX2065
 HX2065  HISTORY     - Date     Condition        Report By
 HX2065  HISTORY     - 1933     MONUMENTED       CGS
 HX2065  HISTORY     - 1958     MARK NOT FOUND   USGS
 HX2065
 HX2065                          STATION DESCRIPTION
 HX2065
 HX2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX2065'6.2 MI E FROM CHARLESTON.
 HX2065'ABOUT 6.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2065'FROM THE POST OFFICE AT CHARLESTON, KANAWHA COUNTY, ABOUT 22
 HX2065'RAILS WEST OF THE FLAG STOP AT MILLIKEN, ABOUT 2 RAILS EAST OF
 HX2065'MILEPOST C 6, 9 FEET SOUTH OF THE CENTER LINE OF THE TRACK, IN
 HX2065'THE TOP OF A ROCK LEDGE AT THE BASE OF A CLIFF, AND ABOUT
 HX2065'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Y 7 1933.
 HX2065'NOTE-- MAYBE COVERED WITH ROCKS AND DIRT FROM BANK ABOVE.
 HX2065
 HX2065                          STATION RECOVERY (1958)
 HX2065
 HX2065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HX2065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0701 ***********************************************************************
 JW0701  DESIGNATION -  Y 76
 JW0701  PID         -  JW0701
 JW0701  STATE/COUNTY-  WV/GRANT
 JW0701  USGS QUAD   -  MAYSVILLE (1995)
 JW0701
 JW0701                         *CURRENT SURVEY CONTROL
 JW0701  ___________________________________________________________________
 JW0701* NAD 83(1986)-  39 01 50.     (N)    079 07 32.     (W)     SCALED    
 JW0701* NAVD 88     -       301.205  (meters)     988.20   (feet)  ADJUSTED  
 JW0701  ___________________________________________________________________
 JW0701  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JW0701  DYNAMIC HT  -         301.009 (meters)     987.56  (feet)  COMP
 JW0701  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 JW0701
 JW0701  VERT ORDER  -  SECOND    CLASS 0
 JW0701
 JW0701.The horizontal coordinates were scaled from a topographic map and have
 JW0701.an estimated accuracy of +/- 6 seconds.
 JW0701
 JW0701.The orthometric height was determined by differential leveling
 JW0701.and adjusted by the National Geodetic Survey in June 1991..
 JW0701
 JW0701.The geoid height was determined by GEOID03.
 JW0701
 JW0701.The dynamic height is computed by dividing the NAVD 88
 JW0701.geopotential number by the normal gravity value computed on the
 JW0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0701.degrees latitude (g = 980.6199 gals.).
 JW0701
 JW0701.The modeled gravity was interpolated from observed gravity values.
 JW0701
 JW0701;                    North         East    Units  Estimated Accuracy
 JW0701;SPC WV N     -    58,970.      632,420.      MT  (+/- 180 meters Scaled)
 JW0701
 JW0701                          SUPERSEDED SURVEY CONTROL
 JW0701
 JW0701  NGVD 29 (??/??/92)  301.350  (m)          988.68   (f) ADJ UNCH    2 0
 JW0701
 JW0701.Superseded values are not recommended for survey control.
 JW0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0701.See file dsdata.txt to determine how the superseded data were derived.
 JW0701
 JW0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD622218(NAD 83)
 JW0701_MARKER: DB = BENCH MARK DISK
 JW0701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0701_SP_SET: CULVERT
 JW0701_STAMPING: Y 76 1941
 JW0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0701
 JW0701  HISTORY     - Date     Condition        Report By
 JW0701  HISTORY     - 1941     MONUMENTED       CGS
 JW0701  HISTORY     - 1954     GOOD             NGS
 JW0701
 JW0701                          STATION DESCRIPTION
 JW0701
 JW0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0701'2.8 MI N FROM PETERSBURG.
 JW0701'ABOUT 2.8 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE GRANT COUNTY
 JW0701'BANK AT PETERSBURG, GRANT COUNTY, 79.5 FEET NORTH OF THE NORTH END
 JW0701'OF A BRIDGE OVER A STREAM, 18.4 FEET WEST OF THE CENTER LINE OF
 JW0701'THE HIGHWAY, AT A CULVERT, IN THE TOP OF THE SOUTH END OF THE
 JW0701'WEST CONCRETE HEAD WALL, AND 6.2 FEET SOUTHWEST OF A WHITE WOODEN
 JW0701'POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED Y 76 1941.
 JW0701
 JW0701                          STATION RECOVERY (1954)
 JW0701
 JW0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JW0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0399 ***********************************************************************
 JW0399  DESIGNATION -  Y 77
 JW0399  PID         -  JW0399
 JW0399  STATE/COUNTY-  WV/MINERAL
 JW0399  USGS QUAD   -  CUMBERLAND (1993)
 JW0399
 JW0399                         *CURRENT SURVEY CONTROL
 JW0399  ___________________________________________________________________
 JW0399* NAD 83(1986)-  39 37 57.     (N)    078 47 02.     (W)     SCALED    
 JW0399* NAVD 88     -       194.040  (meters)     636.61   (feet)  ADJUSTED  
 JW0399  ___________________________________________________________________
 JW0399  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JW0399  DYNAMIC HT  -         193.927 (meters)     636.24  (feet)  COMP
 JW0399  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 JW0399
 JW0399  VERT ORDER  -  FIRST     CLASS II
 JW0399
 JW0399.The horizontal coordinates were scaled from a topographic map and have
 JW0399.an estimated accuracy of +/- 6 seconds.
 JW0399
 JW0399.The orthometric height was determined by differential leveling
 JW0399.and adjusted by the National Geodetic Survey in June 1991..
 JW0399
 JW0399.The geoid height was determined by GEOID03.
 JW0399
 JW0399.The dynamic height is computed by dividing the NAVD 88
 JW0399.geopotential number by the normal gravity value computed on the
 JW0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0399.degrees latitude (g = 980.6199 gals.).
 JW0399
 JW0399.The modeled gravity was interpolated from observed gravity values.
 JW0399
 JW0399;                    North         East    Units  Estimated Accuracy
 JW0399;SPC WV N     -   125,970.      661,470.      MT  (+/- 180 meters Scaled)
 JW0399
 JW0399                          SUPERSEDED SURVEY CONTROL
 JW0399
 JW0399  NGVD 29 (??/??/92)  194.234  (m)          637.25   (f) ADJ UNCH    1 2
 JW0399
 JW0399.Superseded values are not recommended for survey control.
 JW0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0399.See file dsdata.txt to determine how the superseded data were derived.
 JW0399
 JW0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD901893(NAD 83)
 JW0399_MARKER: DB = BENCH MARK DISK
 JW0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0399_STAMPING: Y 77 1941
 JW0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0399+STABILITY: SURFACE MOTION
 JW0399
 JW0399  HISTORY     - Date     Condition        Report By
 JW0399  HISTORY     - 1941     MONUMENTED       CGS
 JW0399
 JW0399                          STATION DESCRIPTION
 JW0399
 JW0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0399'1.8 MI SW FROM CUMBERLAND.
 JW0399'1.8 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILROAD FROM THE
 JW0399'STATION AT CUMBERLAND, SET AT A PRIVATE ROAD CROSSING, 57.4 FEET
 JW0399'NORTHWEST OF MILE-POST NO. 164, 10 FEET EAST OF THE CENTER-LINE
 JW0399'OF THE ROAD, 17.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 JW0399'SIDE TRACK, 3.5 FEET SOUTH OF THE SOUTHEAST GATE POST, 87.5 FEET
 JW0399'SOUTH OF THE SOUTH CORNER OF A LARGE BARN, ABOUT 225 FEET
 JW0399'SOUTHEAST OF A WOODEN OVERHEAD BRIDGE, 1 FOOT SOUTHWEST OF A WHITE
 JW0399'MARKER POST STENCILED U.S.B.M.  A STANDARD DISK STAMPED Y-77 1941
 JW0399'AND SET IN THE TOP OF A PRE-CAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0111 ***********************************************************************
 JX0111  DESIGNATION -  Y 78
 JX0111  PID         -  JX0111
 JX0111  STATE/COUNTY-  WV/TAYLOR
 JX0111  USGS QUAD   -  GRAFTON (1976)
 JX0111
 JX0111                         *CURRENT SURVEY CONTROL
 JX0111  ___________________________________________________________________
 JX0111* NAD 83(1986)-  39 19 05.     (N)    080 02 31.     (W)     SCALED    
 JX0111* NAVD 88     -       306.254  (meters)    1004.77   (feet)  ADJUSTED  
 JX0111  ___________________________________________________________________
 JX0111  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JX0111  DYNAMIC HT  -         306.064 (meters)    1004.14  (feet)  COMP
 JX0111  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 JX0111
 JX0111  VERT ORDER  -  FIRST     CLASS II
 JX0111
 JX0111.The horizontal coordinates were scaled from a topographic map and have
 JX0111.an estimated accuracy of +/- 6 seconds.
 JX0111
 JX0111.The orthometric height was determined by differential leveling
 JX0111.and adjusted by the National Geodetic Survey in June 1991..
 JX0111
 JX0111.The geoid height was determined by GEOID03.
 JX0111
 JX0111.The dynamic height is computed by dividing the NAVD 88
 JX0111.geopotential number by the normal gravity value computed on the
 JX0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0111.degrees latitude (g = 980.6199 gals.).
 JX0111
 JX0111.The modeled gravity was interpolated from observed gravity values.
 JX0111
 JX0111;                    North         East    Units  Estimated Accuracy
 JX0111;SPC WV N     -    90,960.      553,270.      MT  (+/- 180 meters Scaled)
 JX0111
 JX0111                          SUPERSEDED SURVEY CONTROL
 JX0111
 JX0111  NGVD 29 (??/??/92)  306.443  (m)         1005.39   (f) ADJ UNCH    1 2
 JX0111
 JX0111.Superseded values are not recommended for survey control.
 JX0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0111.See file dsdata.txt to determine how the superseded data were derived.
 JX0111
 JX0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND825525(NAD 83)
 JX0111_MARKER: DB = BENCH MARK DISK
 JX0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0111_SP_SET: BRIDGE
 JX0111_STAMPING: Y 78 1943
 JX0111_MARK LOGO: CGS   
 JX0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0111
 JX0111  HISTORY     - Date     Condition        Report By
 JX0111  HISTORY     - 1943     MONUMENTED       CGS
 JX0111  HISTORY     - 1983     GOOD             NGS
 JX0111
 JX0111                          STATION DESCRIPTION
 JX0111
 JX0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0111'2.2 MI SW FROM GRAFTON.
 JX0111'2.2 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0111'STATION AT GRAFTON, TAYLOR COUNTY, AT MILE POLE B 282-P 102, AT
 JX0111'THE CONCRETE BRIDGE UNDER THE CHARLESTON BRANCH, IN THE TOP OF THE
 JX0111'SECOND STEP OF THE WEST WING WALL OF THE SOUTHWEST ABUTMENT, 27
 JX0111'FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST TRACK OF THE
 JX0111'PARKERSBURG BRANCH, AND 3 FEET HIGHER THAN THE TRACK.  A STANDARD
 JX0111'DISK.
 JX0111
 JX0111                          STATION RECOVERY (1983)
 JX0111
 JX0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0154 ***********************************************************************
 JX0154  DESIGNATION -  Y 79
 JX0154  PID         -  JX0154
 JX0154  STATE/COUNTY-  WV/HARRISON
 JX0154  USGS QUAD   -  CLARKSBURG (1976)
 JX0154
 JX0154                         *CURRENT SURVEY CONTROL
 JX0154  ___________________________________________________________________
 JX0154* NAD 83(1986)-  39 17 24.     (N)    080 21 09.     (W)     SCALED    
 JX0154* NAVD 88     -       295.623  (meters)     969.89   (feet)  ADJUSTED  
 JX0154  ___________________________________________________________________
 JX0154  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JX0154  DYNAMIC HT  -         295.438 (meters)     969.28  (feet)  COMP
 JX0154  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 JX0154
 JX0154  VERT ORDER  -  FIRST     CLASS II
 JX0154
 JX0154.The horizontal coordinates were scaled from a topographic map and have
 JX0154.an estimated accuracy of +/- 6 seconds.
 JX0154
 JX0154.The orthometric height was determined by differential leveling
 JX0154.and adjusted by the National Geodetic Survey in June 1991..
 JX0154
 JX0154.The geoid height was determined by GEOID03.
 JX0154
 JX0154.The dynamic height is computed by dividing the NAVD 88
 JX0154.geopotential number by the normal gravity value computed on the
 JX0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0154.degrees latitude (g = 980.6199 gals.).
 JX0154
 JX0154.The modeled gravity was interpolated from observed gravity values.
 JX0154
 JX0154;                    North         East    Units  Estimated Accuracy
 JX0154;SPC WV N     -    88,050.      526,460.      MT  (+/- 180 meters Scaled)
 JX0154
 JX0154                          SUPERSEDED SURVEY CONTROL
 JX0154
 JX0154  NGVD 29 (??/??/92)  295.813  (m)          970.51   (f) ADJ UNCH    1 2
 JX0154
 JX0154.Superseded values are not recommended for survey control.
 JX0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0154.See file dsdata.txt to determine how the superseded data were derived.
 JX0154
 JX0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND558491(NAD 83)
 JX0154_MARKER: DB = BENCH MARK DISK
 JX0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0154_SP_SET: SIGNAL BASE
 JX0154_STAMPING: Y 79 1943
 JX0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0154
 JX0154  HISTORY     - Date     Condition        Report By
 JX0154  HISTORY     - 1943     MONUMENTED       CGS
 JX0154  HISTORY     - 1958     MARK NOT FOUND   NGS
 JX0154
 JX0154                          STATION DESCRIPTION
 JX0154
 JX0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX0154'0.9 MI NW FROM CLARKSBURG.
 JX0154'0.9 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0154'THE STATION AT CLARKSBURG, HARRISON COUNTY, AT SHORT LINE JUNCTION,
 JX0154'160 FEET NORTHWEST OF THE NORTHWEST END OF A BRIDGE OVER A LARGE
 JX0154'RAVINE, 42 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK,
 JX0154'24 FEET SOUTHWEST OF THE CENTERLINE OF THE FAIRMONT-CLARKSBURG
 JX0154'ELECTRIC RAILROAD, AND IN THE NORTH CORNER OF THE CONCRETE BASE
 JX0154'OF AN ABANDONED BLOCK SIGNAL.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1463 ***********************************************************************
 HX1463  DESIGNATION -  Y 8
 HX1463  PID         -  HX1463
 HX1463  STATE/COUNTY-  WV/GILMER
 HX1463  USGS QUAD   -  GILMER (1976)
 HX1463
 HX1463                         *CURRENT SURVEY CONTROL
 HX1463  ___________________________________________________________________
 HX1463* NAD 83(1986)-  38 59 46.     (N)    080 43 17.     (W)     SCALED    
 HX1463* NAVD 88     -       257.326  (meters)     844.24   (feet)  ADJUSTED  
 HX1463  ___________________________________________________________________
 HX1463  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HX1463  DYNAMIC HT  -         257.159 (meters)     843.70  (feet)  COMP
 HX1463  MODELED GRAV-     979,971.4   (mgal)                       NAVD 88
 HX1463
 HX1463  VERT ORDER  -  SECOND    CLASS 0
 HX1463
 HX1463.The horizontal coordinates were scaled from a topographic map and have
 HX1463.an estimated accuracy of +/- 6 seconds.
 HX1463
 HX1463.The orthometric height was determined by differential leveling
 HX1463.and adjusted by the National Geodetic Survey in June 1991..
 HX1463
 HX1463.The geoid height was determined by GEOID03.
 HX1463
 HX1463.The dynamic height is computed by dividing the NAVD 88
 HX1463.geopotential number by the normal gravity value computed on the
 HX1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1463.degrees latitude (g = 980.6199 gals.).
 HX1463
 HX1463.The modeled gravity was interpolated from observed gravity values.
 HX1463
 HX1463;                    North         East    Units  Estimated Accuracy
 HX1463;SPC WV S     -   221,590.      624,140.      MT  (+/- 180 meters Scaled)
 HX1463
 HX1463                          SUPERSEDED SURVEY CONTROL
 HX1463
 HX1463  NGVD 29 (??/??/92)  257.490  (m)          844.78   (f) ADJ UNCH    2 0
 HX1463
 HX1463.Superseded values are not recommended for survey control.
 HX1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1463.See file dsdata.txt to determine how the superseded data were derived.
 HX1463
 HX1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND241163(NAD 83)
 HX1463_MARKER: DB = BENCH MARK DISK
 HX1463_SETTING: 80 = SET IN A BOULDER
 HX1463_SP_SET: BOULDER
 HX1463_STAMPING: Y 8 1933
 HX1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1463+STABILITY: SURFACE MOTION
 HX1463
 HX1463  HISTORY     - Date     Condition        Report By
 HX1463  HISTORY     - 1933     MONUMENTED       CGS
 HX1463
 HX1463                          STATION DESCRIPTION
 HX1463
 HX1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1463'1 MI SW FROM GLENVILLE.
 HX1463'1 MILE SOUTHWEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 HX1463'LINN, GILMER COUNTY, 50 YARDS WEST OF A CONCRETE BRIDGE OVER A
 HX1463'SMALL CREEK, 45 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, 11
 HX1463'FEET SOUTHWEST OF A 14-INCH APPLE TREE, IN THE TOP OF THE EDGE
 HX1463'OF A LARGE BOULDER, AND 4 FEET LOWER THAN THE HIGHWAY.  A
 HX1463'STANDARD DISK, STAMPED Y 8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0258 ***********************************************************************
 JX0258  DESIGNATION -  Y 80
 JX0258  PID         -  JX0258
 JX0258  STATE/COUNTY-  WV/DODDRIDGE
 JX0258  USGS QUAD   -  SMITHBURG (1976)
 JX0258
 JX0258                         *CURRENT SURVEY CONTROL
 JX0258  ___________________________________________________________________
 JX0258* NAD 83(1986)-  39 16 53.     (N)    080 41 38.     (W)     SCALED    
 JX0258* NAVD 88     -       247.497  (meters)     812.00   (feet)  ADJUSTED  
 JX0258  ___________________________________________________________________
 JX0258  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JX0258  DYNAMIC HT  -         247.347 (meters)     811.50  (feet)  COMP
 JX0258  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 JX0258
 JX0258  VERT ORDER  -  FIRST     CLASS II
 JX0258
 JX0258.The horizontal coordinates were scaled from a topographic map and have
 JX0258.an estimated accuracy of +/- 6 seconds.
 JX0258
 JX0258.The orthometric height was determined by differential leveling
 JX0258.and adjusted by the National Geodetic Survey in June 1991..
 JX0258
 JX0258.The geoid height was determined by GEOID03.
 JX0258
 JX0258.The dynamic height is computed by dividing the NAVD 88
 JX0258.geopotential number by the normal gravity value computed on the
 JX0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0258.degrees latitude (g = 980.6199 gals.).
 JX0258
 JX0258.The modeled gravity was interpolated from observed gravity values.
 JX0258
 JX0258;                    North         East    Units  Estimated Accuracy
 JX0258;SPC WV N     -    87,430.      497,000.      MT  (+/- 180 meters Scaled)
 JX0258
 JX0258                          SUPERSEDED SURVEY CONTROL
 JX0258
 JX0258  NGVD 29 (??/??/92)  247.646  (m)          812.49   (f) ADJ UNCH    1 2
 JX0258
 JX0258.Superseded values are not recommended for survey control.
 JX0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0258.See file dsdata.txt to determine how the superseded data were derived.
 JX0258
 JX0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND264480(NAD 83)
 JX0258_MARKER: DB = BENCH MARK DISK
 JX0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0258_SP_SET: BRIDGE
 JX0258_STAMPING: Y 80 1943
 JX0258_MARK LOGO: CGS   
 JX0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0258
 JX0258  HISTORY     - Date     Condition        Report By
 JX0258  HISTORY     - 1943     MONUMENTED       CGS
 JX0258  HISTORY     - 1983     GOOD             NGS
 JX0258
 JX0258                          STATION DESCRIPTION
 JX0258
 JX0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0258'2.6 MI W FROM LONG RUN.
 JX0258'2.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0258'STATION AT LONG RUN, DODDRIDGE COUNTY, 60 FEET WEST OF MILEPOST
 JX0258'P 60-B 324, AT BRIDGE 18, IN THE TOP OF THE SOUTH WALL, 3.5 FEET
 JX0258'WEST OF THE EAST END, 10.0 FEET SOUTH OF THE CENTERLINE OF THE
 JX0258'TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK.
 JX0258
 JX0258                          STATION RECOVERY (1983)
 JX0258
 JX0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0258'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.9 KM (2.4 MI)
 JX0258'EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE RAILROAD STATION
 JX0258'IN SMITHBURG TO THE MARK ON THE RIGHT, AT BRIDGE 18, IN TOP OF THE
 JX0258'SOUTH WALL, 3.0 METERS (10.0 FT) SOUTH OF THE CENTER OF THE TRACK.
 JX0258'THE MARK IS 0.60 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0927 ***********************************************************************
 JX0927  DESIGNATION -  Y 81
 JX0927  PID         -  JX0927
 JX0927  STATE/COUNTY-  WV/RITCHIE
 JX0927  USGS QUAD   -  ELLENBORO (1975)
 JX0927
 JX0927                         *CURRENT SURVEY CONTROL
 JX0927  ___________________________________________________________________
 JX0927* NAD 83(1986)-  39 16 41.     (N)    081 01 55.     (W)     SCALED    
 JX0927* NAVD 88     -       245.335  (meters)     804.90   (feet)  POSTED    
 JX0927  ___________________________________________________________________
 JX0927  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JX0927  DYNAMIC HT  -         245.180 (meters)     804.39  (feet)  COMP
 JX0927  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 JX0927
 JX0927  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JX0927
 JX0927.The horizontal coordinates were scaled from a topographic map and have
 JX0927.an estimated accuracy of +/- 6 seconds.
 JX0927
 JX0927.The orthometric height was determined by differential leveling
 JX0927.and adjusted by the National Geodetic Survey in 1992..
 JX0927.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JX0927.rate of 2.1 thru 3.0 mm/km.
 JX0927
 JX0927.The geoid height was determined by GEOID03.
 JX0927
 JX0927.The dynamic height is computed by dividing the NAVD 88
 JX0927.geopotential number by the normal gravity value computed on the
 JX0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0927.degrees latitude (g = 980.6199 gals.).
 JX0927
 JX0927.The modeled gravity was interpolated from observed gravity values.
 JX0927
 JX0927;                    North         East    Units  Estimated Accuracy
 JX0927;SPC WV N     -    87,500.      467,830.      MT  (+/- 180 meters Scaled)
 JX0927
 JX0927                          SUPERSEDED SURVEY CONTROL
 JX0927
 JX0927  NGVD 29 (??/??/92)  245.52   (m)          805.5    (f) COMPUTED    1 2
 JX0927
 JX0927.Superseded values are not recommended for survey control.
 JX0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0927.See file dsdata.txt to determine how the superseded data were derived.
 JX0927
 JX0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD972476(NAD 83)
 JX0927_MARKER: DB = BENCH MARK DISK
 JX0927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0927_SP_SET: BRIDGE
 JX0927_STAMPING: Y 81 1943
 JX0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0927
 JX0927  HISTORY     - Date     Condition        Report By
 JX0927  HISTORY     - 1943     MONUMENTED       CGS
 JX0927
 JX0927                          STATION DESCRIPTION
 JX0927
 JX0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0927'3.6 MI W FROM PENNSBORO.
 JX0927'TO REACH FROM THE BALTIMORE AND OHIO RAILROAD STATION AT
 JX0927'PENNSBORO, PROCEED 3.65 MILES WEST ALONG THE RAILROAD TO SITE
 JX0927'OF BENCH MARK.  BENCH MARK IS 7.0 FEET SOUTH OF AND ABOUT 5.5
 JX0927'FEET BELOW THE CENTERLINE OF THE TRACK.  IT IS SET HORIZONTALLY
 JX0927'IN THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NO. 27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0928 ***********************************************************************
 JX0928  DESIGNATION -  Y 81 RESET 1944
 JX0928  PID         -  JX0928
 JX0928  STATE/COUNTY-  WV/RITCHIE
 JX0928  USGS QUAD   -  ELLENBORO (1975)
 JX0928
 JX0928                         *CURRENT SURVEY CONTROL
 JX0928  ___________________________________________________________________
 JX0928* NAD 83(1986)-  39 16 41.     (N)    081 01 56.     (W)     SCALED    
 JX0928* NAVD 88     -       247.415  (meters)     811.73   (feet)  ADJUSTED  
 JX0928  ___________________________________________________________________
 JX0928  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JX0928  DYNAMIC HT  -         247.261 (meters)     811.22  (feet)  COMP
 JX0928  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 JX0928
 JX0928  VERT ORDER  -  FIRST     CLASS II
 JX0928
 JX0928.The horizontal coordinates were scaled from a topographic map and have
 JX0928.an estimated accuracy of +/- 6 seconds.
 JX0928
 JX0928.The orthometric height was determined by differential leveling
 JX0928.and adjusted by the National Geodetic Survey in June 1991..
 JX0928
 JX0928.The geoid height was determined by GEOID03.
 JX0928
 JX0928.The dynamic height is computed by dividing the NAVD 88
 JX0928.geopotential number by the normal gravity value computed on the
 JX0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0928.degrees latitude (g = 980.6199 gals.).
 JX0928
 JX0928.The modeled gravity was interpolated from observed gravity values.
 JX0928
 JX0928;                    North         East    Units  Estimated Accuracy
 JX0928;SPC WV N     -    87,510.      467,800.      MT  (+/- 180 meters Scaled)
 JX0928
 JX0928                          SUPERSEDED SURVEY CONTROL
 JX0928
 JX0928  NGVD 29 (??/??/??)  247.59   (m)          812.3    (f) RESET       3  
 JX0928
 JX0928.Superseded values are not recommended for survey control.
 JX0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0928.See file dsdata.txt to determine how the superseded data were derived.
 JX0928
 JX0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD972476(NAD 83)
 JX0928_MARKER: DD = SURVEY DISK
 JX0928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0928_SP_SET: BRIDGE
 JX0928_STAMPING: Y 81 RESET 1944
 JX0928_MARK LOGO: CGS   
 JX0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0928
 JX0928  HISTORY     - Date     Condition        Report By
 JX0928  HISTORY     - 1944     MONUMENTED       BORR
 JX0928  HISTORY     - 1945     GOOD             NGS
 JX0928  HISTORY     - 1983     GOOD             NGS
 JX0928
 JX0928                          STATION DESCRIPTION
 JX0928
 JX0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JX0928'1.6 MI NE FROM ELLENBORO.
 JX0928'1.6 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0928'THE STATION AT ELLENBORO, RITCHIE COUNTY, AT BRIDGE 27 OVER
 JX0928'HUSHERS RUN, IN THE TOP OF THE SOUTH BACKWALL OF THE EAST
 JX0928'ABUTMENT AND 0.7 FOOT LOWER THAN THE TOP OF THE RAIL.
 JX0928
 JX0928                          STATION RECOVERY (1983)
 JX0928
 JX0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0928'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  2.6 KM (1.6 MI)
 JX0928'NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATE HIGHWAY
 JX0928'16 BRIDGE OVER THE RAILROAD IN ELLENBORO TO THE MARK ON THE LEFT, IN
 JX0928'THE NORTHEAST ABUTMENT, 4.5 METERS (15.0 FT) NORTH OF THE CENTER OF
 JX0928'THE RAILROAD.
 JX0928'THE MARK IS 0.30 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0962 ***********************************************************************
 JX0962  DESIGNATION -  Y 82
 JX0962  PID         -  JX0962
 JX0962  STATE/COUNTY-  WV/RITCHIE
 JX0962  USGS QUAD   -  PETROLEUM (1987)
 JX0962
 JX0962                         *CURRENT SURVEY CONTROL
 JX0962  ___________________________________________________________________
 JX0962* NAD 83(1986)-  39 11 18.     (N)    081 16 45.     (W)     SCALED    
 JX0962* NAVD 88     -       212.603  (meters)     697.51   (feet)  ADJUSTED  
 JX0962  ___________________________________________________________________
 JX0962  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JX0962  DYNAMIC HT  -         212.471 (meters)     697.08  (feet)  COMP
 JX0962  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 JX0962
 JX0962  VERT ORDER  -  FIRST     CLASS II
 JX0962
 JX0962.The horizontal coordinates were scaled from a topographic map and have
 JX0962.an estimated accuracy of +/- 6 seconds.
 JX0962
 JX0962.The orthometric height was determined by differential leveling
 JX0962.and adjusted by the National Geodetic Survey in June 1991..
 JX0962
 JX0962.The geoid height was determined by GEOID03.
 JX0962
 JX0962.The dynamic height is computed by dividing the NAVD 88
 JX0962.geopotential number by the normal gravity value computed on the
 JX0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0962.degrees latitude (g = 980.6199 gals.).
 JX0962
 JX0962.The modeled gravity was interpolated from observed gravity values.
 JX0962
 JX0962;                    North         East    Units  Estimated Accuracy
 JX0962;SPC WV N     -    77,940.      446,300.      MT  (+/- 180 meters Scaled)
 JX0962
 JX0962                          SUPERSEDED SURVEY CONTROL
 JX0962
 JX0962  NGVD 29 (??/??/92)  212.782  (m)          698.10   (f) ADJ UNCH    1 2
 JX0962
 JX0962.Superseded values are not recommended for survey control.
 JX0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0962.See file dsdata.txt to determine how the superseded data were derived.
 JX0962
 JX0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD758377(NAD 83)
 JX0962_MARKER: DB = BENCH MARK DISK
 JX0962_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0962_SP_SET: BRIDGE
 JX0962_STAMPING: Y 82 1943
 JX0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0962
 JX0962  HISTORY     - Date     Condition        Report By
 JX0962  HISTORY     - 1943     MONUMENTED       CGS
 JX0962
 JX0962                          STATION DESCRIPTION
 JX0962
 JX0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0962'0.6 MI W FROM PETROLEUM.
 JX0962'0.6 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0962'STATION AT PETROLEUM, RITCHIE COUNTY, 14 FEET WEST OF POLE 362+10,
 JX0962'AT BRIDGE 42, IN THE TOP OF THE EAST END OF THE SOUTHEAST CONCRETE
 JX0962'PARAPET, 9 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 JX0962'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Y 82 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2635 ***********************************************************************
 HX2635  DESIGNATION -  Y 83 X
 HX2635  PID         -  HX2635
 HX2635  STATE/COUNTY-  WV/JACKSON
 HX2635  USGS QUAD   -  RAVENSWOOD (1994)
 HX2635
 HX2635                         *CURRENT SURVEY CONTROL
 HX2635  ___________________________________________________________________
 HX2635* NAD 83(1986)-  38 58 50.     (N)    081 46 14.     (W)     SCALED    
 HX2635* NAVD 88     -       183.548  (meters)     602.19   (feet)  ADJUSTED  
 HX2635  ___________________________________________________________________
 HX2635  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 HX2635  DYNAMIC HT  -         183.430 (meters)     601.80  (feet)  COMP
 HX2635  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 HX2635
 HX2635  VERT ORDER  -  FIRST     CLASS II
 HX2635
 HX2635.The horizontal coordinates were scaled from a topographic map and have
 HX2635.an estimated accuracy of +/- 6 seconds.
 HX2635
 HX2635.The orthometric height was determined by differential leveling
 HX2635.and adjusted by the National Geodetic Survey in June 1991..
 HX2635.WARNING-Repeat measurements at this control monument indicate possible
 HX2635.vertical movement.
 HX2635
 HX2635.The geoid height was determined by GEOID03.
 HX2635
 HX2635.The dynamic height is computed by dividing the NAVD 88
 HX2635.geopotential number by the normal gravity value computed on the
 HX2635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2635.degrees latitude (g = 980.6199 gals.).
 HX2635
 HX2635.The modeled gravity was interpolated from observed gravity values.
 HX2635
 HX2635;                    North         East    Units  Estimated Accuracy
 HX2635;SPC WV S     -   220,110.      533,230.      MT  (+/- 180 meters Scaled)
 HX2635
 HX2635                          SUPERSEDED SURVEY CONTROL
 HX2635
 HX2635  NGVD 29 (??/??/92)  183.709  (m)          602.72   (f) ADJ UNCH    1 2
 HX2635
 HX2635.Superseded values are not recommended for survey control.
 HX2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2635.See file dsdata.txt to determine how the superseded data were derived.
 HX2635
 HX2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD332149(NAD 83)
 HX2635_MARKER: DB = BENCH MARK DISK
 HX2635_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX2635_STAMPING: Y 83 X 1956
 HX2635_MARK LOGO: CGS   
 HX2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2635+STABILITY: SURFACE MOTION
 HX2635
 HX2635  HISTORY     - Date     Condition        Report By
 HX2635  HISTORY     - 1956     MONUMENTED       CGS
 HX2635  HISTORY     - 1976     GOOD             NGS
 HX2635  HISTORY     - 1984     GOOD             NGS
 HX2635
 HX2635                          STATION DESCRIPTION
 HX2635
 HX2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2635'2.6 MI N FROM RAVENSWOOD.
 HX2635'ABOUT 2.55 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 HX2635'FROM THE STATION AT RAVENSWOOD, ABOUT 0.85 MILE SOUTHWEST OF
 HX2635'BRIDGE OVER LITTLE SANDY CREEK AT SHERMAN, ABOUT 0.15 MILE
 HX2635'SOUTHWEST OF OHIO RIVER NAVIGATION LIGHT NO. 217.5 WHICH IS
 HX2635'LOCATED ON HILL SIDE ON THE SOUTHEAST SIDE OF STATE HIGHWAY 2,
 HX2635'ABOUT 1 1/2 TELEPHONE POLES SOUTHWEST OF TELEPHONE POLE NO.
 HX2635'125/30, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 HX2635'HEAD WALL OF A 24-INCH PIPE CULVERT UNDER HIGHWAY 2 (A CONCRET
 HX2635'LINED DRAIN EXTENDS SOUTHEAST UP HILL SIDE FROM THE SOUTHEAST
 HX2635'END OF CULVERT), ABOUT 30 YARDS SOUTHEAST AND ACROSS HIGHWAY
 HX2635'FROM TRACK, 20 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT
 HX2635'1 1/2 FEET BELOW LEVEL OF HIGHWAY.
 HX2635
 HX2635                          STATION RECOVERY (1976)
 HX2635
 HX2635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2635'RECOVERED IN GOOD CONDITION.
 HX2635
 HX2635                          STATION RECOVERY (1984)
 HX2635
 HX2635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HX2635'RECOVERED IN GOOD CONDITION, THE MARK WAS FOUND STABLE, HOWEVER THE
 HX2635'CULVERTS HEADWALL HAS BEGUN TO DETERIORATE FROM AGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0067 ***********************************************************************
 GY0067  DESIGNATION -  Y 85
 GY0067  PID         -  GY0067
 GY0067  STATE/COUNTY-  WV/MINGO
 GY0067  USGS QUAD   -  WILLIAMSON (1992)
 GY0067
 GY0067                         *CURRENT SURVEY CONTROL
 GY0067  ___________________________________________________________________
 GY0067* NAD 83(1986)-  37 44 52.     (N)    082 19 41.     (W)     SCALED    
 GY0067* NAVD 88     -       199.125  (meters)     653.30   (feet)  ADJUSTED  
 GY0067  ___________________________________________________________________
 GY0067  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GY0067  DYNAMIC HT  -         198.978 (meters)     652.81  (feet)  COMP
 GY0067  MODELED GRAV-     979,890.8   (mgal)                       NAVD 88
 GY0067
 GY0067  VERT ORDER  -  SECOND    CLASS 0
 GY0067
 GY0067.The horizontal coordinates were scaled from a topographic map and have
 GY0067.an estimated accuracy of +/- 6 seconds.
 GY0067
 GY0067.The orthometric height was determined by differential leveling
 GY0067.and adjusted by the National Geodetic Survey in June 1991..
 GY0067
 GY0067.The geoid height was determined by GEOID03.
 GY0067
 GY0067.The dynamic height is computed by dividing the NAVD 88
 GY0067.geopotential number by the normal gravity value computed on the
 GY0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0067.degrees latitude (g = 980.6199 gals.).
 GY0067
 GY0067.The modeled gravity was interpolated from observed gravity values.
 GY0067
 GY0067;                    North         East    Units  Estimated Accuracy
 GY0067;SPC WV S     -    83,830.      482,970.      MT  (+/- 180 meters Scaled)
 GY0067
 GY0067                          SUPERSEDED SURVEY CONTROL
 GY0067
 GY0067  NGVD 29 (??/??/92)  199.349  (m)          654.03   (f) ADJ UNCH    2 0
 GY0067
 GY0067.Superseded values are not recommended for survey control.
 GY0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0067.See file dsdata.txt to determine how the superseded data were derived.
 GY0067
 GY0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB829786(NAD 83)
 GY0067_MARKER: DB = BENCH MARK DISK
 GY0067_SETTING: 66 = SET IN ROCK OUTCROP
 GY0067_SP_SET: SAND STONE LEDGE
 GY0067_STAMPING: Y 85 1952 654.031
 GY0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0067+STABILITY: POSITION/ELEVATION WELL
 GY0067
 GY0067  HISTORY     - Date     Condition        Report By
 GY0067  HISTORY     - 1952     MONUMENTED       CGS
 GY0067  HISTORY     - 1956     GOOD             NGS
 GY0067
 GY0067                          STATION DESCRIPTION
 GY0067
 GY0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0067'0.8 MI NE FROM NOLAN.
 GY0067'0.8 MILE NORTHEAST ALONG THE NORFOLK AND WESTERN RAILROAD FROM THE
 GY0067'STATION AT NOLAN, 0.1 MILE SOUTHWEST OF ROAD CROSSING, ABOUT 60
 GY0067'YARDS SOUTHEAST AND ACROSS TRACKS FROM THE SOUTHWEST CORNER OF A
 GY0067'TWO-STORY HOUSE, 30.5 FEET SOUTH OF THE SOUTHEAST END OF A 24-INCH
 GY0067'PIPE CULVERT UNDER TRACK, 14.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 GY0067'3.5 FEET NORTH OF A 12-INCH TRIANGLE CHISELED IN FACE OF LEDGE,
 GY0067'SET IN THE TOP OF A SANDSTONE LEDGE AT NORTHEAST END OF ROCK CUT,
 GY0067'ABOUT LEVEL WITH TOP OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1092 ***********************************************************************
 GX1092  DESIGNATION -  Y 86
 GX1092  PID         -  GX1092
 GX1092  STATE/COUNTY-  WV/RALEIGH
 GX1092  USGS QUAD   -  BECKLEY (1989)
 GX1092
 GX1092                         *CURRENT SURVEY CONTROL
 GX1092  ___________________________________________________________________
 GX1092* NAD 83(1986)-  37 45 25.     (N)    081 09 25.     (W)     SCALED    
 GX1092* NAVD 88     -       638.221  (meters)    2093.90   (feet)  ADJUSTED  
 GX1092  ___________________________________________________________________
 GX1092  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX1092  DYNAMIC HT  -         637.679 (meters)    2092.12  (feet)  COMP
 GX1092  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 GX1092
 GX1092  VERT ORDER  -  SECOND    CLASS 0
 GX1092
 GX1092.The horizontal coordinates were scaled from a topographic map and have
 GX1092.an estimated accuracy of +/- 6 seconds.
 GX1092
 GX1092.The orthometric height was determined by differential leveling
 GX1092.and adjusted by the National Geodetic Survey in June 1991..
 GX1092
 GX1092.The geoid height was determined by GEOID03.
 GX1092
 GX1092.The dynamic height is computed by dividing the NAVD 88
 GX1092.geopotential number by the normal gravity value computed on the
 GX1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1092.degrees latitude (g = 980.6199 gals.).
 GX1092
 GX1092.The modeled gravity was interpolated from observed gravity values.
 GX1092
 GX1092;                    North         East    Units  Estimated Accuracy
 GX1092;SPC WV S     -    84,020.      586,170.      MT  (+/- 180 meters Scaled)
 GX1092
 GX1092                          SUPERSEDED SURVEY CONTROL
 GX1092
 GX1092  NGVD 29 (??/??/92)  638.361  (m)         2094.36   (f) ADJ UNCH    2 0
 GX1092
 GX1092.Superseded values are not recommended for survey control.
 GX1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1092.See file dsdata.txt to determine how the superseded data were derived.
 GX1092
 GX1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB861788(NAD 83)
 GX1092_MARKER: DB = BENCH MARK DISK
 GX1092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1092_SP_SET: BRIDGE
 GX1092_STAMPING: Y 86 1960
 GX1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1092
 GX1092  HISTORY     - Date     Condition        Report By
 GX1092  HISTORY     - 1960     MONUMENTED       CGS
 GX1092  HISTORY     - 1977     GOOD             BAKER
 GX1092
 GX1092                          STATION DESCRIPTION
 GX1092
 GX1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1092'2.1 MI NW FROM BEAVER.
 GX1092'ABOUT 2.1 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM SHADY
 GX1092'SPRING HIGH SCHOOL AT BEAVER, ABOUT 2.85 MILES SOUTHEAST ALONG
 GX1092'STATE HIGHWAY 3 FROM THE COURTHOUSE AT BECKLEY, AT RALEIGH, 0.05
 GX1092'MILE NORTHWEST OF THE OVERPASS OF CHESAPEAKE AND OHIO RAILWAY
 GX1092'OVER U.S. HIGHWAYS 19 AND 21 AND STATE HIGHWAY 3, 21 1/2 FEET
 GX1092'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE
 GX1092'SOUTHWEST END OF THE NORTHWEST ABUTMENT OF CONCRETE HIGHWAY BRIDGE
 GX1092'OVER PINEY CREEK, 1 1/2 FEET SOUTHWEST OF THE CONCRETE BANISTER,
 GX1092'AND ABOUT 3/4-FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 GX1092
 GX1092                          STATION RECOVERY (1977)
 GX1092
 GX1092'RECOVERY NOTE BY M BAKER JR INCORPORATED 1977
 GX1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0634 ***********************************************************************
 GX0634  DESIGNATION -  Y 87
 GX0634  PID         -  GX0634
 GX0634  STATE/COUNTY-  WV/SUMMERS
 GX0634  USGS QUAD   -  HINTON (1976)
 GX0634
 GX0634                         *CURRENT SURVEY CONTROL
 GX0634  ___________________________________________________________________
 GX0634* NAD 83(1986)-  37 39 12.     (N)    080 55 01.     (W)     SCALED    
 GX0634* NAVD 88     -       473.407  (meters)    1553.17   (feet)  ADJUSTED  
 GX0634  ___________________________________________________________________
 GX0634  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GX0634  DYNAMIC HT  -         473.015 (meters)    1551.88  (feet)  COMP
 GX0634  MODELED GRAV-     979,787.7   (mgal)                       NAVD 88
 GX0634
 GX0634  VERT ORDER  -  SECOND    CLASS 0
 GX0634
 GX0634.The horizontal coordinates were scaled from a topographic map and have
 GX0634.an estimated accuracy of +/- 6 seconds.
 GX0634
 GX0634.The orthometric height was determined by differential leveling
 GX0634.and adjusted by the National Geodetic Survey in June 1991..
 GX0634
 GX0634.The geoid height was determined by GEOID03.
 GX0634
 GX0634.The dynamic height is computed by dividing the NAVD 88
 GX0634.geopotential number by the normal gravity value computed on the
 GX0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0634.degrees latitude (g = 980.6199 gals.).
 GX0634
 GX0634.The modeled gravity was interpolated from observed gravity values.
 GX0634
 GX0634;                    North         East    Units  Estimated Accuracy
 GX0634;SPC WV S     -    72,520.      607,330.      MT  (+/- 180 meters Scaled)
 GX0634
 GX0634                          SUPERSEDED SURVEY CONTROL
 GX0634
 GX0634  NGVD 29 (??/??/92)  473.567  (m)         1553.69   (f) ADJ UNCH    2 0
 GX0634
 GX0634.Superseded values are not recommended for survey control.
 GX0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0634.See file dsdata.txt to determine how the superseded data were derived.
 GX0634
 GX0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB073673(NAD 83)
 GX0634_MARKER: DB = BENCH MARK DISK
 GX0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0634_SP_SET: CULVERT
 GX0634_STAMPING: Y 87 1960
 GX0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0634
 GX0634  HISTORY     - Date     Condition        Report By
 GX0634  HISTORY     - 1960     MONUMENTED       CGS
 GX0634
 GX0634                          STATION DESCRIPTION
 GX0634
 GX0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX0634'2.4 MI SW FROM HINTON.
 GX0634'ABOUT 1.1 MILE NORTH AND WEST AND SOUTH ALONG STATE HIGHWAY 3
 GX0634'ALTERNATE FROM THE POST OFFICE AT HINTON, THENCE ABOUT 1.25
 GX0634'MILES SOUTHWEST ALONG STATE HIGHWAY 3, 0.9 MILE WEST OF BEECH
 GX0634'RUN BAPTIST CHURCH, 0.4 MILE WEST OF A SMALL BRIDGE WITH CONCRETE
 GX0634'BANISTERS, 14 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 GX0634'HIGHWAY, 19 FEET SOUTHWEST OF THE CENTER LINE OF DRIVE LEADING
 GX0634'NORTHWEST TO A HOUSE, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST
 GX0634'HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY FOR A
 GX0634'CREEK BRANCH, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0145 ***********************************************************************
 JX0145  DESIGNATION -  Y 9
 JX0145  PID         -  JX0145
 JX0145  STATE/COUNTY-  WV/HARRISON
 JX0145  USGS QUAD   -  CLARKSBURG (1976)
 JX0145
 JX0145                         *CURRENT SURVEY CONTROL
 JX0145  ___________________________________________________________________
 JX0145* NAD 83(1986)-  39 17 19.     (N)    080 16 50.     (W)     SCALED    
 JX0145* NAVD 88     -       323.115  (meters)    1060.09   (feet)  ADJUSTED  
 JX0145  ___________________________________________________________________
 JX0145  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JX0145  DYNAMIC HT  -         322.914 (meters)    1059.43  (feet)  COMP
 JX0145  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JX0145
 JX0145  VERT ORDER  -  FIRST     CLASS II
 JX0145
 JX0145.The horizontal coordinates were scaled from a topographic map and have
 JX0145.an estimated accuracy of +/- 6 seconds.
 JX0145
 JX0145.The orthometric height was determined by differential leveling
 JX0145.and adjusted by the National Geodetic Survey in June 1991..
 JX0145.WARNING-Repeat measurements at this control monument indicate possible
 JX0145.vertical movement.
 JX0145
 JX0145.The geoid height was determined by GEOID03.
 JX0145
 JX0145.The dynamic height is computed by dividing the NAVD 88
 JX0145.geopotential number by the normal gravity value computed on the
 JX0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0145.degrees latitude (g = 980.6199 gals.).
 JX0145
 JX0145.The modeled gravity was interpolated from observed gravity values.
 JX0145
 JX0145;                    North         East    Units  Estimated Accuracy
 JX0145;SPC WV N     -    87,840.      532,660.      MT  (+/- 180 meters Scaled)
 JX0145
 JX0145                          SUPERSEDED SURVEY CONTROL
 JX0145
 JX0145  NGVD 29 (??/??/92)  323.30   (m)         1060.7    (f) COMPUTED    1 2
 JX0145
 JX0145.Superseded values are not recommended for survey control.
 JX0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0145.See file dsdata.txt to determine how the superseded data were derived.
 JX0145
 JX0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND620490(NAD 83)
 JX0145_MARKER: DB = BENCH MARK DISK
 JX0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0145_SP_SET: SIGNAL BASE
 JX0145_STAMPING: Y 9 1933
 JX0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0145
 JX0145  HISTORY     - Date     Condition        Report By
 JX0145  HISTORY     - 1933     MONUMENTED       CGS
 JX0145
 JX0145                          STATION DESCRIPTION
 JX0145
 JX0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0145'3.6 MI E FROM CLARKSBURG.
 JX0145'ALONG THE GRAFTON TO CLARKSBURG BRANCH OF THE B AND O RAILROAD
 JX0145'AT OCEAN STOP.  ON THE NORTH SIDE OF CONC. BASE OF SIGNAL 298-49
 JX0145'AND IN FRONT OF OCEAN MINE STORE OF THE ELK HORN COAL CORP.  8
 JX0145'YDS. SOUTH OF CENTERLINE OF THE TRACK AND LEVEL WITH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0146 ***********************************************************************
 JX0146  DESIGNATION -  Y 9 RESET 1951
 JX0146  PID         -  JX0146
 JX0146  STATE/COUNTY-  WV/HARRISON
 JX0146  USGS QUAD   -  CLARKSBURG (1976)
 JX0146
 JX0146                         *CURRENT SURVEY CONTROL
 JX0146  ___________________________________________________________________
 JX0146* NAD 83(1986)-  39 17 19.     (N)    080 16 50.     (W)     SCALED    
 JX0146* NAVD 88     -       322.49   (meters)    1058.0    (feet)  RESET     
 JX0146  ___________________________________________________________________
 JX0146  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JX0146
 JX0146  VERT ORDER  -  THIRD
 JX0146
 JX0146.The horizontal coordinates were scaled from a topographic map and have
 JX0146.an estimated accuracy of +/- 6 seconds.
 JX0146
 JX0146.The orthometric height was computed from unverified reset data.
 JX0146.No vertical observational check was made to the station.
 JX0146
 JX0146.The geoid height was determined by GEOID03.
 JX0146
 JX0146;                    North         East    Units  Estimated Accuracy
 JX0146;SPC WV N     -    87,840.      532,660.      MT  (+/- 180 meters Scaled)
 JX0146
 JX0146                          SUPERSEDED SURVEY CONTROL
 JX0146
 JX0146  NGVD 29 (??/??/??)  322.67   (m)         1058.6    (f) RESET       3  
 JX0146
 JX0146.Superseded values are not recommended for survey control.
 JX0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0146.See file dsdata.txt to determine how the superseded data were derived.
 JX0146
 JX0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND620490(NAD 83)
 JX0146_MARKER: DB = BENCH MARK DISK
 JX0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0146_SP_SET: SIGNAL BASE
 JX0146_STAMPING: Y 9 RESET 1951
 JX0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0146
 JX0146  HISTORY     - Date     Condition        Report By
 JX0146  HISTORY     - 1952     MONUMENTED       BORR
 JX0146
 JX0146                          STATION DESCRIPTION
 JX0146
 JX0146'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1952
 JX0146'1.4 MI W FROM BRIDGEPORT.
 JX0146'1.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0146'STATION AT BRIDGEPORT, HARRISON COUNTY, AT LODGEVILLE (FORMERLY
 JX0146'OCEAN MINE), 530 FEET WEST OF MILEPOST B-299 P 85, IN THE NORTH
 JX0146'CONCRETE FOUNDATION OF A FOUR-TRACK SIGNAL BRIDGE, 16 FEET NORTH
 JX0146'OF THE CENTERLINE BETWEEN THE MAIN TRACKS, AND 1 FOOT HIGHER THAN
 JX0146'THE TOP OF THE RAIL.  NOTE-- THIS BENCH MARK WAS ESTABLISHED AND
 JX0146'ITS ELEVATION DETERMINED BY ENGINEERS OF THE BALTIMORE AND OHIO
 JX0146'RAILROAD IN THE SPRING OF 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1257 ***********************************************************************
 JX1257  DESIGNATION -  Y 91
 JX1257  PID         -  JX1257
 JX1257  STATE/COUNTY-  WV/WOOD
 JX1257  USGS QUAD   -  ROCKPORT (1975)
 JX1257
 JX1257                         *CURRENT SURVEY CONTROL
 JX1257  ___________________________________________________________________
 JX1257* NAD 83(1986)-  39 04 37.     (N)    081 33 11.     (W)     SCALED    
 JX1257* NAVD 88     -       212.907  (meters)     698.51   (feet)  ADJUSTED  
 JX1257  ___________________________________________________________________
 JX1257  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JX1257  DYNAMIC HT  -         212.773 (meters)     698.07  (feet)  COMP
 JX1257  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JX1257
 JX1257  VERT ORDER  -  SECOND    CLASS 0
 JX1257
 JX1257.The horizontal coordinates were scaled from a topographic map and have
 JX1257.an estimated accuracy of +/- 6 seconds.
 JX1257
 JX1257.The orthometric height was determined by differential leveling
 JX1257.and adjusted by the National Geodetic Survey in June 1991..
 JX1257
 JX1257.The geoid height was determined by GEOID03.
 JX1257
 JX1257.The dynamic height is computed by dividing the NAVD 88
 JX1257.geopotential number by the normal gravity value computed on the
 JX1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1257.degrees latitude (g = 980.6199 gals.).
 JX1257
 JX1257.The modeled gravity was interpolated from observed gravity values.
 JX1257
 JX1257;                    North         East    Units  Estimated Accuracy
 JX1257;SPC WV N     -    66,080.      422,360.      MT  (+/- 180 meters Scaled)
 JX1257
 JX1257                          SUPERSEDED SURVEY CONTROL
 JX1257
 JX1257  NGVD 29 (??/??/92)  213.098  (m)          699.14   (f) ADJ UNCH    2 0
 JX1257
 JX1257.Superseded values are not recommended for survey control.
 JX1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1257.See file dsdata.txt to determine how the superseded data were derived.
 JX1257
 JX1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD521254(NAD 83)
 JX1257_MARKER: DB = BENCH MARK DISK
 JX1257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1257_SP_SET: BRIDGE
 JX1257_STAMPING: Y 91 1956
 JX1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1257
 JX1257  HISTORY     - Date     Condition        Report By
 JX1257  HISTORY     - 1956     MONUMENTED       CGS
 JX1257
 JX1257                          STATION DESCRIPTION
 JX1257
 JX1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1257'AT ROCKPORT.
 JX1257'AT ROCKPORT, ALONG U.S. HIGHWAY 21, 23 FEET EAST OF CENTER LINE
 JX1257'OF HIGHWAY, 45 1/2 FEET SOUTHWEST OF SOUTHWEST CORNER OF ROCKPORT
 JX1257'SCHOOL BUILDING, IN THE TOP OF NORTHEAST END OF NORTHEAST WING
 JX1257'WALL OF THE NORTH CONCRETE ABUTMENT OF HIGHWAY BRIDGE OVER ROCK
 JX1257'CAMP RUN, 2.2 FEET NORTHEAST OF NORTH END OF EAST CONCRETE
 JX1257'BANISTER AND 1 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2679 ***********************************************************************
 HX2679  DESIGNATION -  Y 92
 HX2679  PID         -  HX2679
 HX2679  STATE/COUNTY-  WV/JACKSON
 HX2679  USGS QUAD   -  LIVERPOOL (1975)
 HX2679
 HX2679                         *CURRENT SURVEY CONTROL
 HX2679  ___________________________________________________________________
 HX2679* NAD 83(1986)-  38 54 05.     (N)    081 32 15.     (W)     SCALED    
 HX2679* NAVD 88     -       201.220  (meters)     660.17   (feet)  ADJUSTED  
 HX2679  ___________________________________________________________________
 HX2679  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HX2679  DYNAMIC HT  -         201.089 (meters)     659.74  (feet)  COMP
 HX2679  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 HX2679
 HX2679  VERT ORDER  -  SECOND    CLASS 0
 HX2679
 HX2679.The horizontal coordinates were scaled from a topographic map and have
 HX2679.an estimated accuracy of +/- 6 seconds.
 HX2679
 HX2679.The orthometric height was determined by differential leveling
 HX2679.and adjusted by the National Geodetic Survey in June 1991..
 HX2679
 HX2679.The geoid height was determined by GEOID03.
 HX2679
 HX2679.The dynamic height is computed by dividing the NAVD 88
 HX2679.geopotential number by the normal gravity value computed on the
 HX2679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2679.degrees latitude (g = 980.6199 gals.).
 HX2679
 HX2679.The modeled gravity was interpolated from observed gravity values.
 HX2679
 HX2679;                    North         East    Units  Estimated Accuracy
 HX2679;SPC WV S     -   211,180.      553,370.      MT  (+/- 180 meters Scaled)
 HX2679
 HX2679                          SUPERSEDED SURVEY CONTROL
 HX2679
 HX2679  NGVD 29 (??/??/92)  201.384  (m)          660.71   (f) ADJ UNCH    2 0
 HX2679
 HX2679.Superseded values are not recommended for survey control.
 HX2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2679.See file dsdata.txt to determine how the superseded data were derived.
 HX2679
 HX2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD533059(NAD 83)
 HX2679_MARKER: DB = BENCH MARK DISK
 HX2679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2679_SP_SET: BRIDGE
 HX2679_STAMPING: Y 92 1956
 HX2679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2679
 HX2679  HISTORY     - Date     Condition        Report By
 HX2679  HISTORY     - 1956     MONUMENTED       CGS
 HX2679  HISTORY     - 1976     GOOD             NGS
 HX2679
 HX2679                          STATION DESCRIPTION
 HX2679
 HX2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2679'0.6 MI NW FROM LIVERPOOL.
 HX2679'ABOUT 0.6 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE CROSSING
 HX2679'OF THE BALTIMORE AND OHIO RAILROAD AT LIVERPOOL, ABOUT 0.65 MILE
 HX2679'SOUTHEAST OF JUNCTION OF ROAD LEADING TO GARFIELD AT LEROY, IN
 HX2679'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL
 HX2679'OF A 12-FOOT CONCRETE AND STONE BRIDGE OVER CABIN RUN, 11 FEET
 HX2679'NORTHEAST OF CENTER LINE OF ROAD, 43 FEET SOUTHEAST OF CENTER
 HX2679'LINE OF ROAD LEADING NORTHEAST ALONG CABIN RUN AND ABOUT 1 FOOT
 HX2679'ABOVE LEVEL OF ROAD.
 HX2679
 HX2679                          STATION RECOVERY (1976)
 HX2679
 HX2679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1755 ***********************************************************************
 HX1755  DESIGNATION -  Y 93
 HX1755  PID         -  HX1755
 HX1755  STATE/COUNTY-  WV/ROANE
 HX1755  USGS QUAD   -  WALTON (1976)
 HX1755
 HX1755                         *CURRENT SURVEY CONTROL
 HX1755  ___________________________________________________________________
 HX1755* NAD 83(1986)-  38 44 16.     (N)    081 28 51.     (W)     SCALED    
 HX1755* NAVD 88     -       254.843  (meters)     836.10   (feet)  ADJUSTED  
 HX1755  ___________________________________________________________________
 HX1755  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HX1755  DYNAMIC HT  -         254.674 (meters)     835.54  (feet)  COMP
 HX1755  MODELED GRAV-     979,956.7   (mgal)                       NAVD 88
 HX1755
 HX1755  VERT ORDER  -  SECOND    CLASS 0
 HX1755
 HX1755.The horizontal coordinates were scaled from a topographic map and have
 HX1755.an estimated accuracy of +/- 6 seconds.
 HX1755
 HX1755.The orthometric height was determined by differential leveling
 HX1755.and adjusted by the National Geodetic Survey in June 1991..
 HX1755
 HX1755.The geoid height was determined by GEOID03.
 HX1755
 HX1755.The dynamic height is computed by dividing the NAVD 88
 HX1755.geopotential number by the normal gravity value computed on the
 HX1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1755.degrees latitude (g = 980.6199 gals.).
 HX1755
 HX1755.The modeled gravity was interpolated from observed gravity values.
 HX1755
 HX1755;                    North         East    Units  Estimated Accuracy
 HX1755;SPC WV S     -   192,990.      558,200.      MT  (+/- 180 meters Scaled)
 HX1755
 HX1755                          SUPERSEDED SURVEY CONTROL
 HX1755
 HX1755  NGVD 29 (??/??/92)  255.012  (m)          836.65   (f) ADJ UNCH    2 0
 HX1755
 HX1755.Superseded values are not recommended for survey control.
 HX1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1755.See file dsdata.txt to determine how the superseded data were derived.
 HX1755
 HX1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC582877(NAD 83)
 HX1755_MARKER: DB = BENCH MARK DISK
 HX1755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1755_SP_SET: BRIDGE
 HX1755_STAMPING: Y 93 1956
 HX1755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1755
 HX1755  HISTORY     - Date     Condition        Report By
 HX1755  HISTORY     - 1956     MONUMENTED       CGS
 HX1755
 HX1755                          STATION DESCRIPTION
 HX1755
 HX1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1755'4.2 MI N FROM HARMONY.
 HX1755'ABOUT 4.25 MILES NORTH ALONG A ROAD FOLLOWING COX FORK FROM
 HX1755'CONCRETE BRIDGE OVER COX FORK AT HARMONY, AT THE JUNCTION OF A
 HX1755'ROAD LEADING WEST AND UPHILL, 29 FEET WEST OF CENTER LINE OF
 HX1755'NORTH-SOUTH ROAD, 18 FEET NORTH OF CENTER LINE OF ROAD WEST, IN
 HX1755'THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A
 HX1755'12-FOOT CONCRETE AND STONE BRIDGE ACROSS COX FORK ON ROAD WEST
 HX1755'AND ABOUT LEVEL WITH ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1778 ***********************************************************************
 HX1778  DESIGNATION -  Y 94
 HX1778  PID         -  HX1778
 HX1778  STATE/COUNTY-  WV/ROANE
 HX1778  USGS QUAD   -  KETTLE (1975)
 HX1778
 HX1778                         *CURRENT SURVEY CONTROL
 HX1778  ___________________________________________________________________
 HX1778* NAD 83(1986)-  38 35 37.     (N)    081 24 51.     (W)     SCALED    
 HX1778* NAVD 88     -       336.531  (meters)    1104.10   (feet)  ADJUSTED  
 HX1778  ___________________________________________________________________
 HX1778  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HX1778  DYNAMIC HT  -         336.297 (meters)    1103.33  (feet)  COMP
 HX1778  MODELED GRAV-     979,922.6   (mgal)                       NAVD 88
 HX1778
 HX1778  VERT ORDER  -  SECOND    CLASS 0
 HX1778
 HX1778.The horizontal coordinates were scaled from a topographic map and have
 HX1778.an estimated accuracy of +/- 6 seconds.
 HX1778
 HX1778.The orthometric height was determined by differential leveling
 HX1778.and adjusted by the National Geodetic Survey in June 1991..
 HX1778
 HX1778.The geoid height was determined by GEOID03.
 HX1778
 HX1778.The dynamic height is computed by dividing the NAVD 88
 HX1778.geopotential number by the normal gravity value computed on the
 HX1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1778.degrees latitude (g = 980.6199 gals.).
 HX1778
 HX1778.The modeled gravity was interpolated from observed gravity values.
 HX1778
 HX1778;                    North         East    Units  Estimated Accuracy
 HX1778;SPC WV S     -   176,960.      563,920.      MT  (+/- 180 meters Scaled)
 HX1778
 HX1778                          SUPERSEDED SURVEY CONTROL
 HX1778
 HX1778  NGVD 29 (??/??/92)  336.695  (m)         1104.64   (f) ADJ UNCH    2 0
 HX1778
 HX1778.Superseded values are not recommended for survey control.
 HX1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1778.See file dsdata.txt to determine how the superseded data were derived.
 HX1778
 HX1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC639717(NAD 83)
 HX1778_MARKER: DB = BENCH MARK DISK
 HX1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1778_STAMPING: Y 94 1956
 HX1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1778+STABILITY: SURFACE MOTION
 HX1778
 HX1778  HISTORY     - Date     Condition        Report By
 HX1778  HISTORY     - 1956     MONUMENTED       CGS
 HX1778
 HX1778                          STATION DESCRIPTION
 HX1778
 HX1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1778'2 MI W FROM MT WELCOME.
 HX1778'ABOUT 2.05 MILES WEST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 HX1778'STATE HIGHWAY 14 AND TOP OF HIGHWAY GRADE AT MT. WELCOME, ABOUT
 HX1778'65 YARDS SOUTH-SOUTHWEST OF THE TOP OF A GRADE, ABOUT 125 YARDS
 HX1778'SOUTH OF AN OIL DERRICK WHICH IS NEAR THE JUNCTION OF A NARROW
 HX1778'ROAD LEADING NORTHEAST, 20 1/2 FEET WEST OF CENTER LINE OF ROAD
 HX1778'AND ON THE OUTSIDE OF A SLIGHT CURVE IN ROAD, 96 1/2 FEET NORTH
 HX1778'OF POWER POLE NO. AEP 47-7858 1035-B-9, ACROSS ROAD FROM THE SOUTH
 HX1778'END OF A 4-FOOT HIGH BENCH CUT, 2 FEET NORTH-NORTHWEST OF A WHITE
 HX1778'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 HX1778'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1797 ***********************************************************************
 HX1797  DESIGNATION -  Y 95
 HX1797  PID         -  HX1797
 HX1797  STATE/COUNTY-  WV/KANAWHA
 HX1797  USGS QUAD   -  KETTLE (1975)
 HX1797
 HX1797                         *CURRENT SURVEY CONTROL
 HX1797  ___________________________________________________________________
 HX1797* NAD 83(1986)-  38 30 16.     (N)    081 28 31.     (W)     SCALED    
 HX1797* NAVD 88     -       203.547  (meters)     667.80   (feet)  ADJUSTED  
 HX1797  ___________________________________________________________________
 HX1797  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HX1797  DYNAMIC HT  -         203.407 (meters)     667.34  (feet)  COMP
 HX1797  MODELED GRAV-     979,938.2   (mgal)                       NAVD 88
 HX1797
 HX1797  VERT ORDER  -  SECOND    CLASS 0
 HX1797
 HX1797.The horizontal coordinates were scaled from a topographic map and have
 HX1797.an estimated accuracy of +/- 6 seconds.
 HX1797
 HX1797.The orthometric height was determined by differential leveling
 HX1797.and adjusted by the National Geodetic Survey in June 1991..
 HX1797
 HX1797.The geoid height was determined by GEOID03.
 HX1797
 HX1797.The dynamic height is computed by dividing the NAVD 88
 HX1797.geopotential number by the normal gravity value computed on the
 HX1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1797.degrees latitude (g = 980.6199 gals.).
 HX1797
 HX1797.The modeled gravity was interpolated from observed gravity values.
 HX1797
 HX1797;                    North         East    Units  Estimated Accuracy
 HX1797;SPC WV S     -   167,080.      558,550.      MT  (+/- 180 meters Scaled)
 HX1797
 HX1797                          SUPERSEDED SURVEY CONTROL
 HX1797
 HX1797  NGVD 29 (??/??/92)  203.725  (m)          668.39   (f) ADJ UNCH    2 0
 HX1797
 HX1797.Superseded values are not recommended for survey control.
 HX1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1797.See file dsdata.txt to determine how the superseded data were derived.
 HX1797
 HX1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC585618(NAD 83)
 HX1797_MARKER: DB = BENCH MARK DISK
 HX1797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1797_SP_SET: ABUTMENT
 HX1797_STAMPING: Y 95 1956
 HX1797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1797
 HX1797  HISTORY     - Date     Condition        Report By
 HX1797  HISTORY     - 1956     MONUMENTED       CGS
 HX1797
 HX1797                          STATION DESCRIPTION
 HX1797
 HX1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1797'AT FRAME.
 HX1797'AT FRAME, AT THE CONFLUENCE OF LITTLE SANCY CREEK AND POCATALICO
 HX1797'FORK, IN THE TOP OF THE NORTHWEST END OF THE BACK WALL OF NORTHEAST
 HX1797'CONCRETE ABUTMENT OF 60-FOOT CONCRETE AND STEEL BRIDGE ACROSS MOUTH
 HX1797'OF POCATALICO FORK OF LITTLE SANDY CREEK, 12 FEET NORTHWEST OF
 HX1797'CENTER LINE OF ROAD AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2565 ***********************************************************************
 HX2565  DESIGNATION -  Y 96
 HX2565  PID         -  HX2565
 HX2565  STATE/COUNTY-  WV/KANAWHA
 HX2565  USGS QUAD   -  ROMANCE (1975)
 HX2565
 HX2565                         *CURRENT SURVEY CONTROL
 HX2565  ___________________________________________________________________
 HX2565* NAD 83(1986)-  38 32 39.     (N)    081 36 09.     (W)     SCALED    
 HX2565* NAVD 88     -       200.940  (meters)     659.25   (feet)  ADJUSTED  
 HX2565  ___________________________________________________________________
 HX2565  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HX2565  DYNAMIC HT  -         200.803 (meters)     658.80  (feet)  COMP
 HX2565  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 HX2565
 HX2565  VERT ORDER  -  SECOND    CLASS 0
 HX2565
 HX2565.The horizontal coordinates were scaled from a topographic map and have
 HX2565.an estimated accuracy of +/- 6 seconds.
 HX2565
 HX2565.The orthometric height was determined by differential leveling
 HX2565.and adjusted by the National Geodetic Survey in June 1991..
 HX2565
 HX2565.The geoid height was determined by GEOID03.
 HX2565
 HX2565.The dynamic height is computed by dividing the NAVD 88
 HX2565.geopotential number by the normal gravity value computed on the
 HX2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2565.degrees latitude (g = 980.6199 gals.).
 HX2565
 HX2565.The modeled gravity was interpolated from observed gravity values.
 HX2565
 HX2565;                    North         East    Units  Estimated Accuracy
 HX2565;SPC WV S     -   171,560.      547,480.      MT  (+/- 180 meters Scaled)
 HX2565
 HX2565                          SUPERSEDED SURVEY CONTROL
 HX2565
 HX2565  NGVD 29 (??/??/92)  201.122  (m)          659.85   (f) ADJ UNCH    2 0
 HX2565
 HX2565.Superseded values are not recommended for survey control.
 HX2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2565.See file dsdata.txt to determine how the superseded data were derived.
 HX2565
 HX2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC474663(NAD 83)
 HX2565_MARKER: DB = BENCH MARK DISK
 HX2565_SETTING: 66 = SET IN ROCK OUTCROP
 HX2565_SP_SET: ROCK CUT
 HX2565_STAMPING: Y 96 1956
 HX2565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2565+STABILITY: POSITION/ELEVATION WELL
 HX2565
 HX2565  HISTORY     - Date     Condition        Report By
 HX2565  HISTORY     - 1956     MONUMENTED       CGS
 HX2565
 HX2565                          STATION DESCRIPTION
 HX2565
 HX2565'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2565'3.4 MI NE FROM SISSONVILLE.
 HX2565'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2565'AT SISSONVILLE, THENCE ABOUT 1.95 MILES EAST AND NORTHEAST ALONG
 HX2565'A BLACK TOP ROAD, ACROSS BLACK TOP ROAD FROM A PIPE LINE PUMPING
 HX2565'STATION, AT THE NORTHWEST END OF A SHARP CURVE WITH TANGENTS
 HX2565'EXTENDING NORTHWEST AND NORTHEAST, 16 FEET NORTHEAST OF CENTER
 HX2565'LINE OF ROAD, 33 FEET EAST OF CENTER OF JUNCTION OF A DRIVE
 HX2565'SOUTHEAST AND DOWNHILL TO PUMPING STATION, 112 FEET EAST-SOUTHEAST
 HX2565'OF CENTER OF JUNCTION OF A TRAIL NORTH AND UPHILL, 40 1/2 FEET
 HX2565'EAST-NORTHEAST AND ACROSS ROAD FROM TELEPHONE POLE NO. 372/57,
 HX2565'SET VERTICALLY IN THE SOUTHWEST FACE OF ROCK IN AN 18-FOOT HIGH
 HX2565'ROCK CUT, AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2265 ***********************************************************************
 HX2265  DESIGNATION -  Y 97
 HX2265  PID         -  HX2265
 HX2265  STATE/COUNTY-  WV/PUTNAM
 HX2265  USGS QUAD   -  SAINT ALBANS (1976)
 HX2265
 HX2265                         *CURRENT SURVEY CONTROL
 HX2265  ___________________________________________________________________
 HX2265* NAD 83(1986)-  38 29 46.     (N)    081 47 30.     (W)     SCALED    
 HX2265* NAVD 88     -       187.049  (meters)     613.68   (feet)  ADJUSTED  
 HX2265  ___________________________________________________________________
 HX2265  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HX2265  DYNAMIC HT  -         186.920 (meters)     613.25  (feet)  COMP
 HX2265  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 HX2265
 HX2265  VERT ORDER  -  SECOND    CLASS 0
 HX2265
 HX2265.The horizontal coordinates were scaled from a topographic map and have
 HX2265.an estimated accuracy of +/- 6 seconds.
 HX2265
 HX2265.The orthometric height was determined by differential leveling
 HX2265.and adjusted by the National Geodetic Survey in June 1991..
 HX2265
 HX2265.The geoid height was determined by GEOID03.
 HX2265
 HX2265.The dynamic height is computed by dividing the NAVD 88
 HX2265.geopotential number by the normal gravity value computed on the
 HX2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2265.degrees latitude (g = 980.6199 gals.).
 HX2265
 HX2265.The modeled gravity was interpolated from observed gravity values.
 HX2265
 HX2265;                    North         East    Units  Estimated Accuracy
 HX2265;SPC WV S     -   166,350.      530,940.      MT  (+/- 180 meters Scaled)
 HX2265
 HX2265                          SUPERSEDED SURVEY CONTROL
 HX2265
 HX2265  NGVD 29 (??/??/92)  187.245  (m)          614.32   (f) ADJ UNCH    2 0
 HX2265
 HX2265.Superseded values are not recommended for survey control.
 HX2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2265.See file dsdata.txt to determine how the superseded data were derived.
 HX2265
 HX2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC309611(NAD 83)
 HX2265_MARKER: DB = BENCH MARK DISK
 HX2265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX2265_SP_SET: CULVERT
 HX2265_STAMPING: Y 97 1956
 HX2265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX2265
 HX2265  HISTORY     - Date     Condition        Report By
 HX2265  HISTORY     - 1956     MONUMENTED       CGS
 HX2265  HISTORY     - 1976     MARK NOT FOUND   NGS
 HX2265
 HX2265                          STATION DESCRIPTION
 HX2265
 HX2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2265'2.6 MI NE FROM RAYMOND CITY.
 HX2265'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE BRIDGE
 HX2265'OVER POCATALICO RIVER AT RAYMOND CITY, THENCE ABOUT 2.4 MILES
 HX2265'NORTHEAST ALONG A BLACK TOP AND GRAVEL ROAD ABOUT 0.65 MILE
 HX2265'NORTHEAST OF A BRIDGE OVER LEFT FORK, ABOUT 0.85 MILE
 HX2265'SOUTHWEST OF LETT CREEK COMMUNITY CHURCH, NEAR THE CENTER OF A
 HX2265'NORTH-SOUTH TANGENT WHICH IS BETWEEN REVERSE CURVES EXTENDING
 HX2265'NORTHEAST AND SOUTHWEST, 15 FEET WEST OF CENTER LINE OF ROAD,
 HX2265'113 1/2 FEET NORTHWEST AND ACROSS ROAD FROM TELEPHONE POLE NO.
 HX2265'782/50, IN THE TOP OF SOUTH END OF WEST CONCRETE HEAD WALL OF A
 HX2265'15-INCH PIPE CULVERT UNDER ROAD AND ABOUT LEVEL WITH ROAD.
 HX2265
 HX2265                          STATION RECOVERY (1976)
 HX2265
 HX2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2520 ***********************************************************************
 HX2520  DESIGNATION -  Y 98
 HX2520  PID         -  HX2520
 HX2520  STATE/COUNTY-  WV/JACKSON
 HX2520  USGS QUAD   -  KENTUCK (1975)
 HX2520
 HX2520                         *CURRENT SURVEY CONTROL
 HX2520  ___________________________________________________________________
 HX2520* NAD 83(1986)-  38 39 40.     (N)    081 32 51.     (W)     SCALED    
 HX2520* NAVD 88     -       319.730  (meters)    1048.98   (feet)  ADJUSTED  
 HX2520  ___________________________________________________________________
 HX2520  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HX2520  DYNAMIC HT  -         319.517 (meters)    1048.28  (feet)  COMP
 HX2520  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 HX2520
 HX2520  VERT ORDER  -  SECOND    CLASS 0
 HX2520
 HX2520.The horizontal coordinates were scaled from a topographic map and have
 HX2520.an estimated accuracy of +/- 6 seconds.
 HX2520
 HX2520.The orthometric height was determined by differential leveling
 HX2520.and adjusted by the National Geodetic Survey in June 1991..
 HX2520
 HX2520.The geoid height was determined by GEOID03.
 HX2520
 HX2520.The dynamic height is computed by dividing the NAVD 88
 HX2520.geopotential number by the normal gravity value computed on the
 HX2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2520.degrees latitude (g = 980.6199 gals.).
 HX2520
 HX2520.The modeled gravity was interpolated from observed gravity values.
 HX2520
 HX2520;                    North         East    Units  Estimated Accuracy
 HX2520;SPC WV S     -   184,510.      552,350.      MT  (+/- 180 meters Scaled)
 HX2520
 HX2520                          SUPERSEDED SURVEY CONTROL
 HX2520
 HX2520  NGVD 29 (??/??/92)  319.906  (m)         1049.56   (f) ADJ UNCH    2 0
 HX2520
 HX2520.Superseded values are not recommended for survey control.
 HX2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2520.See file dsdata.txt to determine how the superseded data were derived.
 HX2520
 HX2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC523793(NAD 83)
 HX2520_MARKER: DB = BENCH MARK DISK
 HX2520_SETTING: 66 = SET IN ROCK OUTCROP
 HX2520_SP_SET: ROCK CLIFF
 HX2520_STAMPING: Y 98 1956
 HX2520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2520+STABILITY: POSITION/ELEVATION WELL
 HX2520
 HX2520  HISTORY     - Date     Condition        Report By
 HX2520  HISTORY     - 1956     MONUMENTED       CGS
 HX2520
 HX2520                          STATION DESCRIPTION
 HX2520
 HX2520'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2520'7.2 MI SW FROM HARMONY.
 HX2520'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 HX2520'OVER COX FORK AT HARMONY, THENCE ABOUT 1.1 MILES NORTHWEST ALONG
 HX2520'A GRAVEL ROAD, THENCE ABOUT 2.45 MILES SOUTHWEST ALONG A ROAD THRU
 HX2520'HIGBY RUN, THENCE ABOUT 0.15 MILE NORTHWEST ALONG A GRAVEL ROAD
 HX2520'FOLLOWING RIDGE, THENCE ABOUT 2.3 MILES SOUTHWEST ALONG A DIRT
 HX2520'ROAD TO JUNCTION OF A TRAIL AND A BARN, THENCE ABOUT 1.0 MILE
 HX2520'SOUTHWEST AND NORTHWEST ALONG TRAIL, ABOUT 215 YARDS SOUTH ALONG
 HX2520'TRAIL FROM THE JUNCTION OF A PRIVATE DIRT ROAD, SET VERTICALLY IN
 HX2520'THE SOUTHWEST FACE OF A 4-FOOT HIGH ROCK AT THE BOTTOM OF A
 HX2520'LAYERED ROCK CLIFF, 22 FEET NORTHEAST OF CENTER OF TRAIL, 2 FEET
 HX2520'NORTHWEST OF SOUTH CORNER OF ROCK CLIFF AND ABOUT 5 FEET ABOVE
 HX2520'LEVEL OF TRAIL.  NOTE-- MARK IS REACHED FROM THE GOSHEN BAPTIST
 HX2520'CHURCH AT KENTUCK, JACKSON COUNTY, BY GOING ABOUT 3.0 MILES
 HX2520'EAST AND NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.2 MILE
 HX2520'SOUTHEAST AND EAST ALONG A PRIVATE DIRT ROAD, THENCE ABOUT 215
 HX2520'YARDS SOUTH ALONG A TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2549 ***********************************************************************
 HX2549  DESIGNATION -  Y 99
 HX2549  PID         -  HX2549
 HX2549  STATE/COUNTY-  WV/PUTNAM
 HX2549  USGS QUAD   -  SISSONVILLE (1958)
 HX2549
 HX2549                         *CURRENT SURVEY CONTROL
 HX2549  ___________________________________________________________________
 HX2549* NAD 83(1986)-  38 36 19.     (N)    081 43 47.     (W)     SCALED    
 HX2549* NAVD 88     -       236.440  (meters)     775.72   (feet)  ADJUSTED  
 HX2549  ___________________________________________________________________
 HX2549  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HX2549  DYNAMIC HT  -         236.278 (meters)     775.19  (feet)  COMP
 HX2549  MODELED GRAV-     979,940.0   (mgal)                       NAVD 88
 HX2549
 HX2549  VERT ORDER  -  SECOND    CLASS 0
 HX2549
 HX2549.The horizontal coordinates were scaled from a topographic map and have
 HX2549.an estimated accuracy of +/- 6 seconds.
 HX2549
 HX2549.The orthometric height was determined by differential leveling
 HX2549.and adjusted by the National Geodetic Survey in June 1991..
 HX2549
 HX2549.The geoid height was determined by GEOID03.
 HX2549
 HX2549.The dynamic height is computed by dividing the NAVD 88
 HX2549.geopotential number by the normal gravity value computed on the
 HX2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2549.degrees latitude (g = 980.6199 gals.).
 HX2549
 HX2549.The modeled gravity was interpolated from observed gravity values.
 HX2549
 HX2549;                    North         East    Units  Estimated Accuracy
 HX2549;SPC WV S     -   178,420.      536,440.      MT  (+/- 180 meters Scaled)
 HX2549
 HX2549                          SUPERSEDED SURVEY CONTROL
 HX2549
 HX2549  NGVD 29 (??/??/92)  236.626  (m)          776.33   (f) ADJ UNCH    2 0
 HX2549
 HX2549.Superseded values are not recommended for survey control.
 HX2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2549.See file dsdata.txt to determine how the superseded data were derived.
 HX2549
 HX2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC364732(NAD 83)
 HX2549_MARKER: DB = BENCH MARK DISK
 HX2549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2549_SP_SET: BRIDGE
 HX2549_STAMPING: Y 99 1956
 HX2549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2549
 HX2549  HISTORY     - Date     Condition        Report By
 HX2549  HISTORY     - 1956     MONUMENTED       CGS
 HX2549
 HX2549                          STATION DESCRIPTION
 HX2549
 HX2549'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2549'AT LIBERTY.
 HX2549'AT LIBERTY, ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 34 FROM THE
 HX2549'SCHOOL, 37 YARDS SOUTH OF THE POST OFFICE AND STORE, AT JUNCTION
 HX2549'OF A NARROW GRAVEL ROAD LEADING EAST, IN THE TOP OF EAST END OF
 HX2549'THE NORTHEAST CONCRETE WING WALL OF A 10-FOOT CONCRETE BRIDGE
 HX2549'FOR A CREEK BRANCH, 22 FEET EAST OF CENTER LINE OF HIGHWAY, 15
 HX2549'FEET SOUTH OF CENTER LINE OF GRAVEL ROAD, 8.6 FEET EAST OF
 HX2549'NORTH END OF EAST HEAD WALL OF BRIDGE AND ABOUT LEVEL WITH
 HX2549'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2141 ***********************************************************************
 JX2141  DESIGNATION -  YOHO
 JX2141  PID         -  JX2141
 JX2141  STATE/COUNTY-  WV/WOOD
 JX2141  USGS QUAD   -  KANAWHA (1989)
 JX2141
 JX2141                         *CURRENT SURVEY CONTROL
 JX2141  ___________________________________________________________________
 JX2141* NAD 83(1995)-  39 11 51.85028(N)    081 26 08.82241(W)     ADJUSTED  
 JX2141* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 JX2141  ___________________________________________________________________
 JX2141  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 JX2141  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JX2141
 JX2141  HORZ ORDER  -  SECOND
 JX2141
 JX2141.The horizontal coordinates were established by classical geodetic methods
 JX2141.and adjusted by the National Geodetic Survey in April 1998..
 JX2141
 JX2141.The orthometric height was scaled from a topographic map.
 JX2141
 JX2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2141
 JX2141.The geoid height was determined by GEOID03.
 JX2141
 JX2141;                    North         East     Units Scale Factor Converg.
 JX2141;SPC WV N     -    79,261.959   432,795.943   MT  0.99996850   -1 14 04.5
 JX2141;UTM  17      - 4,338,810.397   462,369.881   MT  0.99961743   -0 16 31.5
 JX2141
 JX2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2141!SPC WV N     -   0.99996114  x   0.99996850  =   0.99992964
 JX2141!UTM  17      -   0.99996114  x   0.99961743  =   0.99957858
 JX2141
 JX2141|---------------------------------------------------------------------|
 JX2141| PID    Reference Object                     Distance      Geod. Az  |
 JX2141|                                                           dddmmss.s |
 JX2141| CD1451 YOHO RM 1                            20.891 METERS 03831     |
 JX2141| CD1452 YOHO RM 2                            20.598 METERS 09957     |
 JX2141| CD1450 YOHO AZ MK                                         2750225.1 |
 JX2141|---------------------------------------------------------------------|
 JX2141
 JX2141                          SUPERSEDED SURVEY CONTROL
 JX2141
 JX2141  NAD 83(1986)-  39 11 51.85482(N)    081 26 08.82888(W) AD(       ) 2
 JX2141  NAD 27      -  39 11 51.57900(N)    081 26 09.39400(W) AD(       ) 2
 JX2141
 JX2141.Superseded values are not recommended for survey control.
 JX2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2141.See file dsdata.txt to determine how the superseded data were derived.
 JX2141
 JX2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6237038810(NAD 83)
 JX2141_MARKER: DS = TRIANGULATION STATION DISK
 JX2141_SETTING: 0 = UNSPECIFIED SETTING
 JX2141
 JX2141  HISTORY     - Date     Condition        Report By
 JX2141  HISTORY     - 1944     MONUMENTED       CGS
 JX2141  HISTORY     - 1963     GOOD             AEROS
 JX2141
 JX2141                          STATION DESCRIPTION
 JX2141
 JX2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2141'STATION IS LOCATED APPROXIMATLY
 JX2141'7 MILES (AIR LINE)
 JX2141'SE OF PARKERSBURG, 0.7 MILE NE
 JX2141'OF THE KANAWHA RIVER, APPROXIMATELY
 JX2141'100 FEET N OF STATE HIGHWAY
 JX2141'47, AND 75 FEET HIGHER THAN THE ROADBED ON THE BANK
 JX2141'WHERE THE
 JX2141'HIGHWAY GOES THROUGH A CUT.  IT IS 24 FEET S OF POWER-TRANSMISSION
 JX2141'LINE POLE 5-90, 8
 JX2141'FEET W OF A LONE 10-INCH LOCUST TREE,
 JX2141'7 FEET W OF A WITNESS POST, AND ON
 JX2141'THE PROPERTY OF MRS. MARY E.
 JX2141'YOHO.  THE DISK IS STAMPED YOHO 1944.
 JX2141'
 JX2141'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX2141'DISKS SET IN
 JX2141'CONCRETE.
 JX2141'
 JX2141'REFERENCE MARK 1 IS 45 FEET NW OF POWER-TRANSMISSION LINE
 JX2141'POLE 5-90, 11 FEET
 JX2141'W OF AN E-W FENCE LINE, AND IS STAMPED YOHO
 JX2141'NO 1 1944.
 JX2141'
 JX2141'REFERENCE MARK 2 IS 26 FEET NE OF E-W FENCE LINE AND IS
 JX2141'STAMPED YOHO NO 2
 JX2141'1944.
 JX2141'
 JX2141'AZIMUTH MARK IS 72 FEET NE OF A CEMENT CULVERT, 33 FEET N
 JX2141'OF THE CENTER LINE
 JX2141'OF STATE HIGHWAY 47, AND 2 FEET E OF A POWER-TRANSMISSION
 JX2141'LINE POLE.  IT IS STAMPED YOHO 1944.
 JX2141'
 JX2141'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 JX2141'AND STATE HIGHWAY
 JX2141'47 IN PARKERSBURG, GO S ON HIGHWAY 47 FOR 7.15
 JX2141'MILES TO THE AZIMUTH MARK ON THE
 JX2141'LEFT, CONTINUE ON HIGHWAY 47 FOR 7.15
 JX2141'FOR 0.25 MILE TO THE SMALL VILLAGE OF KANAWHA,
 JX2141'CONTINUE ON HIGHWAY
 JX2141'47 FOR 1.2 MILES TO THE HIGHEST POINT OF THE HIGHWAY, WHERE
 JX2141'IT GOES
 JX2141'THROUGH A DEEP CUT, AND THE STATION ON THE LEFT.
 JX2141'
 JX2141'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JX2141
 JX2141                          STATION RECOVERY (1963)
 JX2141
 JX2141'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963 (RMB)
 JX2141'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3593 ***********************************************************************
 HW3593  DESIGNATION -  YOKUM
 HW3593  PID         -  HW3593
 HW3593  STATE/COUNTY-  WV/RANDOLPH
 HW3593  USGS QUAD   -  BEVERLY EAST (1995)
 HW3593
 HW3593                         *CURRENT SURVEY CONTROL
 HW3593  ___________________________________________________________________
 HW3593* NAD 83(1995)-  38 45 50.40158(N)    079 52 06.38156(W)     ADJUSTED  
 HW3593* NAVD 88     -       911.9    (meters)    2992.     (feet)  VERTCON   
 HW3593  ___________________________________________________________________
 HW3593  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 HW3593  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HW3593
 HW3593  HORZ ORDER  -  THIRD
 HW3593
 HW3593.The horizontal coordinates were established by classical geodetic methods
 HW3593.and adjusted by the National Geodetic Survey in April 1998..
 HW3593
 HW3593.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3593
 HW3593.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3593
 HW3593.The geoid height was determined by GEOID03.
 HW3593
 HW3593;                    North         East     Units Scale Factor Converg.
 HW3593;SPC WV S     -   196,390.110   698,343.095   MT  0.99997676   +0 41 58.3
 HW3593;UTM  17      - 4,291,195.854   598,309.881   MT  0.99971901   +0 42 30.8
 HW3593
 HW3593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3593!SPC WV S     -   0.99986176  x   0.99997676  =   0.99983853
 HW3593!UTM  17      -   0.99986176  x   0.99971901  =   0.99958081
 HW3593
 HW3593:                Primary Azimuth Mark                     Grid Az
 HW3593:SPC WV S     -  YOKUM AZ MK                              049 39 32.0
 HW3593:UTM  17      -  YOKUM AZ MK                              049 38 59.5
 HW3593
 HW3593|---------------------------------------------------------------------|
 HW3593| PID    Reference Object                     Distance      Geod. Az  |
 HW3593|                                                           dddmmss.s |
 HW3593| DC5034 YOKUM AZ MK                                        0502130.3 |
 HW3593| DC5035 YOKUM RM 1                           10.433 METERS 19236     |
 HW3593| DC5036 YOKUM RM 2                           14.652 METERS 34811     |
 HW3593|---------------------------------------------------------------------|
 HW3593
 HW3593                          SUPERSEDED SURVEY CONTROL
 HW3593
 HW3593  NAD 83(1986)-  38 45 50.40823(N)    079 52 06.39430(W) AD(       ) 3
 HW3593  NAD 27      -  38 45 50.01550(N)    079 52 07.14830(W) AD(       ) 3
 HW3593  NGVD 29 (07/19/86)  912.0    (m)         2992.     (f) VERT ANG       
 HW3593
 HW3593.Superseded values are not recommended for survey control.
 HW3593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3593.See file dsdata.txt to determine how the superseded data were derived.
 HW3593
 HW3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC9831091196(NAD 83)
 HW3593_MARKER: DS = TRIANGULATION STATION DISK
 HW3593_SETTING: 0 = UNSPECIFIED SETTING
 HW3593
 HW3593  HISTORY     - Date     Condition        Report By
 HW3593  HISTORY     - 1957     MONUMENTED       CGS
 HW3593
 HW3593                          STATION DESCRIPTION
 HW3593
 HW3593'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3593'STATION IS APPROXIMATELY 6 MILES NORTHEAST OF MILL CREEK, 5-1/3 MILES
 HW3593'SOUTH OF BEVERLY, 3-1/2
 HW3593'MILES EAST OF VALLEY BEND, 2/3 MILE NORTHWEST OF THE RIGHT FORK OF
 HW3593'FILES CREEK, ON THE SUMMIT OF A BARE
 HW3593'HILL WHICH IS FRINGED WITH TIMBER, EXCEPT TO THE NORTHEAST,
 HW3593'AND IS AT THE SOUTHWEST END OF A CLEARED AREA
 HW3593'LEADING UP FROM THE RIGHT FORK OF
 HW3593'FILES CREEK AND ON LAND OWNED BY MR. B.M. YOKUM OF BEVERLY.
 HW3593'
 HW3593'TO REACH FROM THE POST OFFICE IN BEVERLY, GO SOUTH ON U.S. HIGHWAYS
 HW3593'219 AND 250 FOR 2.1 MILES TO THE
 HW3593'CARPER RUN ROAD ON THE LEFT, TURN LEFT, ONTO THE CARPER RUN ROAD, AND
 HW3593'GO EAST ON ROCK ROAD FOR 1.0 MILE
 HW3593'TO A FORK, TAKE THE RIGHT FORK AND GO 0.05 MILE TO A
 HW3593'FORK, TAKE THE LEFT FORK AND GO SOUTHEAST ON ROCK
 HW3593'ROAD FOR 2.8 MILES TO A ROAD INTERSECTION,
 HW3593'TURN RIGHT AND GO SOUTHERLY ON ROCK ROAD, UP FILES CREEK, FOR 0.75
 HW3593'MILES TO A LOCKED RED
 HW3593'BOARD GATE ON THE RIGHT AND THE END OF TRUCK TRAVEL.  FROM THE GATE
 HW3593'AT THE END OF TRUCK TRAVEL PACK
 HW3593'SOUTHWEST FOR ABOUT 100 YARDS TO A CABIN, THEN BEAR RIGHT, WEST, AND
 HW3593'ON TO A TRAIL THAT LEADS WESTERLY ALONG
 HW3593'THE SLOPE OF THE BARE HILL SIDE, THEN CONTINUE
 HW3593'WESTERLY ON THE TRAIL FOR ABOUT 0.5 MILE TO A SADDLE AND
 HW3593'THE AZIMUTH MARK.  CONTINUE
 HW3593'SOUTHERLY ON THE TRAIL TO THE MOST SOUTHWESTERLY BARE SUMMIT AND THE
 HW3593'STATION, ABOUT 0.2 MILE BEYOND THE
 HW3593'SADDLE.  (ABOUT A 40 MINUTE PACK)
 HW3593'
 HW3593'STATION MARKS ARE STANDARD DISKS STAMPED YOKUM 1957.  THE SURFACE
 HW3593'DISK IS BRAZED TO THE TOP OF A 3
 HW3593'INCH PIPE WHICH PROJECTS 5 INCHES.  IT IS 157 FEET NORTH OF AN
 HW3593'EAST-WEST FENCE LINE.  THE
 HW3593'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES
 HW3593'BELOW THE SURFACE OF THE GROUND.
 HW3593'
 HW3593'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED YOKUM NO 1 1957, IS
 HW3593'BRAZED TO THE TOP OF A 3 INCH
 HW3593'PIPE WHICH PROJECTS 6 INCHES.  IT IS 126 FEET NORTH OF AN EAST-WEST
 HW3593'FENCE LINE AND APPROXIMATELY THE
 HW3593'SAME ELEVATION AS THE STATION.
 HW3593'
 HW3593'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED YOKUM NO 2 1957, IS
 HW3593'BRAZED TO THE TOP OF A 3 INCH
 HW3593'PIPE WHICH PROJECTS 6 INCHES.  IT IS APPROXIMATELY THE SAME ELEVATION
 HW3593'AS THE STATION.
 HW3593'
 HW3593'AZIMUTH MARK, A STANDARD DISK STAMPED YOKUM 1957, IS BRAZED TO THE
 HW3593'TOP OF A 3 INCH PIPE WHICH
 HW3593'PROJECTS 8 INCHES.  IT IS 81.5 FEET EAST OF A 2-FOOT TREE WITH A
 HW3593'TRIANGLE BLAZE ON THE EAST SIDE.  AT
 HW3593'THE AZIMUTH MARK, MAGNETIC COMPASS BEARING TO LONE TREE ON BARE
 HW3593'HILL IS 140 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0217 ***********************************************************************
 JX0217  DESIGNATION -  Z 1
 JX0217  PID         -  JX0217
 JX0217  STATE/COUNTY-  WV/BARBOUR
 JX0217  USGS QUAD   -  PHILIPPI (1977)
 JX0217
 JX0217                         *CURRENT SURVEY CONTROL
 JX0217  ___________________________________________________________________
 JX0217* NAD 83(1986)-  39 11 50.     (N)    080 01 05.     (W)     SCALED    
 JX0217* NAVD 88     -       396.359  (meters)    1300.39   (feet)  ADJUSTED  
 JX0217  ___________________________________________________________________
 JX0217  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 JX0217  DYNAMIC HT  -         396.101 (meters)    1299.54  (feet)  COMP
 JX0217  MODELED GRAV-     979,962.6   (mgal)                       NAVD 88
 JX0217
 JX0217  VERT ORDER  -  FIRST     CLASS II
 JX0217
 JX0217.The horizontal coordinates were scaled from a topographic map and have
 JX0217.an estimated accuracy of +/- 6 seconds.
 JX0217
 JX0217.The orthometric height was determined by differential leveling
 JX0217.and adjusted by the National Geodetic Survey in June 1991..
 JX0217
 JX0217.The geoid height was determined by GEOID03.
 JX0217
 JX0217.The dynamic height is computed by dividing the NAVD 88
 JX0217.geopotential number by the normal gravity value computed on the
 JX0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0217.degrees latitude (g = 980.6199 gals.).
 JX0217
 JX0217.The modeled gravity was interpolated from observed gravity values.
 JX0217
 JX0217;                    North         East    Units  Estimated Accuracy
 JX0217;SPC WV N     -    77,530.      555,250.      MT  (+/- 180 meters Scaled)
 JX0217
 JX0217                          SUPERSEDED SURVEY CONTROL
 JX0217
 JX0217  NGVD 29 (??/??/92)  396.544  (m)         1300.99   (f) ADJ UNCH    1 2
 JX0217
 JX0217.Superseded values are not recommended for survey control.
 JX0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0217.See file dsdata.txt to determine how the superseded data were derived.
 JX0217
 JX0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND847391(NAD 83)
 JX0217_MARKER: DB = BENCH MARK DISK
 JX0217_SETTING: 66 = SET IN ROCK OUTCROP
 JX0217_SP_SET: BOULDER
 JX0217_STAMPING: Z 1 1933
 JX0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0217+STABILITY: POSITION/ELEVATION WELL
 JX0217
 JX0217  HISTORY     - Date     Condition        Report By
 JX0217  HISTORY     - 1933     MONUMENTED       CGS
 JX0217
 JX0217                          STATION DESCRIPTION
 JX0217
 JX0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0217'1.5 MI N FROM BERRYBURG JUNCTION.
 JX0217'1.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0217'STATION AT BERRYBURG JUNCTION, BARBOUR COUNTY, 200 FEET WEST OF
 JX0217'THE STOP STATION AT FOX HALL, IN A FIELD, 12 YARDS NORTH OF THE
 JX0217'CENTERLINE OF THE TRACK, IN THE TOP OF A LARGE BOULDER, AND ABOUT
 JX0217'2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 1 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1507 ***********************************************************************
 HX1507  DESIGNATION -  Z 10
 HX1507  PID         -  HX1507
 HX1507  STATE/COUNTY-  WV/BRAXTON
 HX1507  USGS QUAD   -  SUTTON (1976)
 HX1507
 HX1507                         *CURRENT SURVEY CONTROL
 HX1507  ___________________________________________________________________
 HX1507* NAD 83(1986)-  38 43 08.     (N)    080 39 21.     (W)     SCALED    
 HX1507* NAVD 88     -       345.867  (meters)    1134.73   (feet)  ADJUSTED  
 HX1507  ___________________________________________________________________
 HX1507  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HX1507  DYNAMIC HT  -         345.633 (meters)    1133.96  (feet)  COMP
 HX1507  MODELED GRAV-     979,942.5   (mgal)                       NAVD 88
 HX1507
 HX1507  VERT ORDER  -  SECOND    CLASS 0
 HX1507
 HX1507.The horizontal coordinates were scaled from a topographic map and have
 HX1507.an estimated accuracy of +/- 6 seconds.
 HX1507
 HX1507.The orthometric height was determined by differential leveling
 HX1507.and adjusted by the National Geodetic Survey in June 1991..
 HX1507
 HX1507.The geoid height was determined by GEOID03.
 HX1507
 HX1507.The dynamic height is computed by dividing the NAVD 88
 HX1507.geopotential number by the normal gravity value computed on the
 HX1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1507.degrees latitude (g = 980.6199 gals.).
 HX1507
 HX1507.The modeled gravity was interpolated from observed gravity values.
 HX1507
 HX1507;                    North         East    Units  Estimated Accuracy
 HX1507;SPC WV S     -   190,840.      629,930.      MT  (+/- 180 meters Scaled)
 HX1507
 HX1507                          SUPERSEDED SURVEY CONTROL
 HX1507
 HX1507  NGVD 29 (??/??/92)  346.054  (m)         1135.35   (f) ADJ UNCH    2 0
 HX1507
 HX1507.Superseded values are not recommended for survey control.
 HX1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1507.See file dsdata.txt to determine how the superseded data were derived.
 HX1507
 HX1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC299856(NAD 83)
 HX1507_MARKER: DB = BENCH MARK DISK
 HX1507_SETTING: 66 = SET IN ROCK OUTCROP
 HX1507_SP_SET: ROCK LEDGE
 HX1507_STAMPING: Z 10 1933
 HX1507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1507+STABILITY: POSITION/ELEVATION WELL
 HX1507
 HX1507  HISTORY     - Date     Condition        Report By
 HX1507  HISTORY     - 1933     MONUMENTED       CGS
 HX1507  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1507  HISTORY     - 1965     MARK NOT FOUND   NGS
 HX1507
 HX1507                          STATION DESCRIPTION
 HX1507
 HX1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1507'AT FLATWOODS.
 HX1507'AT FLATWOODS, BRAXTON COUNTY, 9 RAILS SOUTH OF THE SOUTH END OF
 HX1507'THE BALTIMORE AND OHIO RAILROAD STATION, 17 RAILS SOUTH OF
 HX1507'MILEPOST C 63, AT THE CENTER OF A 25-FOOT CUT, AND IN THE TOP
 HX1507'OF A ROCK LEDGE, LEVEL WITH THE TRACK.
 HX1507
 HX1507                          STATION RECOVERY (1965)
 HX1507
 HX1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HX1507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1282 ***********************************************************************
 JX1282  DESIGNATION -  Z 101
 JX1282  PID         -  JX1282
 JX1282  STATE/COUNTY-  WV/JACKSON
 JX1282  USGS QUAD   -  POND CREEK (1994)
 JX1282
 JX1282                         *CURRENT SURVEY CONTROL
 JX1282  ___________________________________________________________________
 JX1282* NAD 83(1986)-  39 01 13.     (N)    081 39 53.     (W)     SCALED    
 JX1282* NAVD 88     -       258.681  (meters)     848.69   (feet)  ADJUSTED  
 JX1282  ___________________________________________________________________
 JX1282  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX1282  DYNAMIC HT  -         258.517 (meters)     848.15  (feet)  COMP
 JX1282  MODELED GRAV-     979,985.3   (mgal)                       NAVD 88
 JX1282
 JX1282  VERT ORDER  -  SECOND    CLASS 0
 JX1282
 JX1282.The horizontal coordinates were scaled from a topographic map and have
 JX1282.an estimated accuracy of +/- 6 seconds.
 JX1282
 JX1282.The orthometric height was determined by differential leveling
 JX1282.and adjusted by the National Geodetic Survey in June 1991..
 JX1282
 JX1282.The geoid height was determined by GEOID03.
 JX1282
 JX1282.The dynamic height is computed by dividing the NAVD 88
 JX1282.geopotential number by the normal gravity value computed on the
 JX1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1282.degrees latitude (g = 980.6199 gals.).
 JX1282
 JX1282.The modeled gravity was interpolated from observed gravity values.
 JX1282
 JX1282;                    North         East    Units  Estimated Accuracy
 JX1282;SPC WV S     -   224,450.      542,430.      MT  (+/- 180 meters Scaled)
 JX1282
 JX1282                          SUPERSEDED SURVEY CONTROL
 JX1282
 JX1282  NGVD 29 (??/??/92)  258.850  (m)          849.24   (f) ADJ UNCH    2 0
 JX1282
 JX1282.Superseded values are not recommended for survey control.
 JX1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1282.See file dsdata.txt to determine how the superseded data were derived.
 JX1282
 JX1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD424192(NAD 83)
 JX1282_MARKER: DB = BENCH MARK DISK
 JX1282_SETTING: 66 = SET IN ROCK OUTCROP
 JX1282_SP_SET: ROCK LEDGE
 JX1282_STAMPING: Z 101 1956
 JX1282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1282+STABILITY: POSITION/ELEVATION WELL
 JX1282
 JX1282  HISTORY     - Date     Condition        Report By
 JX1282  HISTORY     - 1956     MONUMENTED       CGS
 JX1282
 JX1282                          STATION DESCRIPTION
 JX1282
 JX1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1282'13.2 MI SE FROM BELLEVILLE.
 JX1282'2.9 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE BALTIMORE AND OHIO
 JX1282'RAILROAD STATION AT BELLEVILLE TO A POINT 0.7 MILE SOUTH OF
 JX1282'BRIDGE OVER POND CREEK, THENCE ABOUT 0.8 MILE SOUTHEAST, ABOUT
 JX1282'0.1 MILE NORTHEAST, ABOUT 2.15 MILES SOUTHEAST AND EAST ALONG
 JX1282'DIRT ROADS, THENCE ABOUT 0.45 MILE NORTH ALONG A GRAVEL
 JX1282'ROAD FOLLWING LITTLE POND CREEK, THENCE ABOUT 4.75 MILES
 JX1282'SOUTHEAST ALONG A DIRT ROAD FOLLWING RIDGE BETWEEN LITTLE POND
 JX1282'CREEK AND CABIN FORK, THENCE ABOUT 0.85 MILE SOUTH AND SOUTHWEST
 JX1282'ALONG A DIRT ROAD, THENCE ABOUT 1.1 MILES SOUTHEAST AND EAST
 JX1282'ALONG AN OVERGROWN ABANDONED DIRT ROAD, ABOUT 0.25 MILE WEST OF
 JX1282'JUNCTION OF A NORTH-SOUTH DIRT ROAD, ABOUT 58 YARDS WEST AND
 JX1282'ACROSS ROAD FROM FARM HOUSE OF MARION NOHE, SET IN THE TOP OF A
 JX1282'SANDSTONE LEDGE PROJECTING OUT OF CUT BANK, 41 FEET NORTH OF
 JX1282'CENTER LINE OF ROAD, 14 FEET NORTH OF A CREEK BED, 67 FEET
 JX1282'NORTHEAST OF CENTER OF ROAD AT POINT ROAD FORDS CREEK BED, 10
 JX1282'FEET EAST OF AN 18-INCH BLACK WALNUT TREE, 11 FEET SOUTH OF A
 JX1282'FENCE LINE AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK
 JX1282'MAY BE REACHED FROM THE SCHOOL AT ROCKPORT, WOOD COUNTY, BY GOING
 JX1282'ABOUT 0.15 MILE SOUTH ALONG U.S. HIGHWAY 21, THENCE ABOUT 6.65
 JX1282'MILES SOUTHWEST AND WEST ALONG A GRAVEL ROAD LEADING TO BELLEVILLE,
 JX1282'THENCE ABOUT 2.2 MILES SOUTHEAST ALONG A NARROW GRAVEL ROAD,
 JX1282'THENCE ABOUT 1.65 MILES WEST AND SOUTHWEST ALONG A DIRT ROAD,
 JX1282'THENCE ABOUT 0.2 MILE WEST ALONG A GRAVEL ROAD, THENCE ABOUT
 JX1282'1.55 MILES SOUTH AND SOUTHWEST ALONG A DIRT ROAD, THENCE ABOUT
 JX1282'0.25 MILE WEST ALONG A DIRT AND ABANDONED ROAD.  NOTE-- MARK MAY
 JX1282'BE REACHED FROM THE SCHOOL AT CUBA, JACKSON COUNTY, BY GOING
 JX1282'ABOUT 1.2 MILES NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.6
 JX1282'MILE NORTH AND NORTHWEST ALONG A DIRT ROAD, THENCE ABOUT 0.65
 JX1282'MILE NORTHEAST ALONG A DIRT ROAD, THENCE ABOUT 0.25 MILE
 JX1282'WEST ALONG A DIRT AND ABANDONED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2678 ***********************************************************************
 HX2678  DESIGNATION -  Z 102
 HX2678  PID         -  HX2678
 HX2678  STATE/COUNTY-  WV/JACKSON
 HX2678  USGS QUAD   -  LIVERPOOL (1975)
 HX2678
 HX2678                         *CURRENT SURVEY CONTROL
 HX2678  ___________________________________________________________________
 HX2678* NAD 83(1986)-  38 57 35.     (N)    081 37 22.     (W)     SCALED    
 HX2678* NAVD 88     -       188.835  (meters)     619.54   (feet)  ADJUSTED  
 HX2678  ___________________________________________________________________
 HX2678  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 HX2678  DYNAMIC HT  -         188.714 (meters)     619.14  (feet)  COMP
 HX2678  MODELED GRAV-     979,981.3   (mgal)                       NAVD 88
 HX2678
 HX2678  VERT ORDER  -  SECOND    CLASS 0
 HX2678
 HX2678.The horizontal coordinates were scaled from a topographic map and have
 HX2678.an estimated accuracy of +/- 6 seconds.
 HX2678
 HX2678.The orthometric height was determined by differential leveling
 HX2678.and adjusted by the National Geodetic Survey in June 1991..
 HX2678
 HX2678.The geoid height was determined by GEOID03.
 HX2678
 HX2678.The dynamic height is computed by dividing the NAVD 88
 HX2678.geopotential number by the normal gravity value computed on the
 HX2678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2678.degrees latitude (g = 980.6199 gals.).
 HX2678
 HX2678.The modeled gravity was interpolated from observed gravity values.
 HX2678
 HX2678;                    North         East    Units  Estimated Accuracy
 HX2678;SPC WV S     -   217,700.      546,020.      MT  (+/- 180 meters Scaled)
 HX2678
 HX2678                          SUPERSEDED SURVEY CONTROL
 HX2678
 HX2678  NGVD 29 (??/??/92)  189.008  (m)          620.10   (f) ADJ UNCH    2 0
 HX2678
 HX2678.Superseded values are not recommended for survey control.
 HX2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2678.See file dsdata.txt to determine how the superseded data were derived.
 HX2678
 HX2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD460124(NAD 83)
 HX2678_MARKER: DB = BENCH MARK DISK
 HX2678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2678_SP_SET: BRIDGE
 HX2678_STAMPING: Z 102 1956
 HX2678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2678
 HX2678  HISTORY     - Date     Condition        Report By
 HX2678  HISTORY     - 1956     MONUMENTED       CGS
 HX2678  HISTORY     - 1976     GOOD             NGS
 HX2678
 HX2678                          STATION DESCRIPTION
 HX2678
 HX2678'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2678'0.6 MI S FROM LOCKHART.
 HX2678'ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAY 21 FROM BALDERSONS STORE
 HX2678'AT LOCKHART, IN THE TOP OF NORTH END OF WEST CURB OF CONCRETE
 HX2678'ARCH HIGHWAY BRIDGE OVER NESSLEROAD RUN, 15 1/2 FEET WEST OF
 HX2678'CENTER LINE OF HIGHWAY, 1 FOOT SOUTH OF NORTH END OF WEST CURB,
 HX2678'1/2 FOOT EAST OF EAST FACE OF WEST CONCRETE BANISTER AND 3/4
 HX2678'FEET ABOVE LEVEL OF BRIDGE FLOOR.
 HX2678
 HX2678                          STATION RECOVERY (1976)
 HX2678
 HX2678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2462 ***********************************************************************
 HX2462  DESIGNATION -  Z 103
 HX2462  PID         -  HX2462
 HX2462  STATE/COUNTY-  WV/JACKSON
 HX2462  USGS QUAD   -  RIPLEY (1975)
 HX2462
 HX2462                         *CURRENT SURVEY CONTROL
 HX2462  ___________________________________________________________________
 HX2462* NAD 83(1986)-  38 48 46.     (N)    081 40 54.     (W)     SCALED    
 HX2462* NAVD 88     -       274.930  (meters)     902.00   (feet)  ADJUSTED  
 HX2462  ___________________________________________________________________
 HX2462  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HX2462  DYNAMIC HT  -         274.751 (meters)     901.41  (feet)  COMP
 HX2462  MODELED GRAV-     979,968.6   (mgal)                       NAVD 88
 HX2462
 HX2462  VERT ORDER  -  SECOND    CLASS 0
 HX2462
 HX2462.The horizontal coordinates were scaled from a topographic map and have
 HX2462.an estimated accuracy of +/- 6 seconds.
 HX2462
 HX2462.The orthometric height was determined by differential leveling
 HX2462.and adjusted by the National Geodetic Survey in June 1991..
 HX2462
 HX2462.The geoid height was determined by GEOID03.
 HX2462
 HX2462.The dynamic height is computed by dividing the NAVD 88
 HX2462.geopotential number by the normal gravity value computed on the
 HX2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2462.degrees latitude (g = 980.6199 gals.).
 HX2462
 HX2462.The modeled gravity was interpolated from observed gravity values.
 HX2462
 HX2462;                    North         East    Units  Estimated Accuracy
 HX2462;SPC WV S     -   201,420.      540,800.      MT  (+/- 180 meters Scaled)
 HX2462
 HX2462                          SUPERSEDED SURVEY CONTROL
 HX2462
 HX2462  NGVD 29 (??/??/92)  275.102  (m)          902.56   (f) ADJ UNCH    2 0
 HX2462
 HX2462.Superseded values are not recommended for survey control.
 HX2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2462.See file dsdata.txt to determine how the superseded data were derived.
 HX2462
 HX2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC408962(NAD 83)
 HX2462_MARKER: DB = BENCH MARK DISK
 HX2462_SETTING: 66 = SET IN ROCK OUTCROP
 HX2462_SP_SET: ROCK LEDGE
 HX2462_STAMPING: Z 103 1956
 HX2462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2462+STABILITY: POSITION/ELEVATION WELL
 HX2462
 HX2462  HISTORY     - Date     Condition        Report By
 HX2462  HISTORY     - 1956     MONUMENTED       CGS
 HX2462
 HX2462                          STATION DESCRIPTION
 HX2462
 HX2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2462'1.9 MI E FROM RIPLEY.
 HX2462'ABOUT 1.9 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HX2462'AT RIPLEY, ON THE SOUTHEAST SLOPE OF A GRADE AND NEAR THE SOUTHEAST
 HX2462'END OF A THRU CUT, SET VERTICALLY IN FACE OF AN OUTCROPPING LEDGE
 HX2462'OF ROCK IN CUT, 27 FEET SOUTH-SOUTHWEST OF CENTER LINE OF HIGHWAY,
 HX2462'136 FEET SOUTHEAST AND ACROSS HIGHWAY FROM TELEPHONE CABLE POLE
 HX2462'NO. 24/38, 86 FEET WEST AND ACROSS HIGHWAY FROM TELEPHONE CABLE
 HX2462'POLE NO. 24/39, 70 FEET NORTHWEST OF POWER POLE NO. 47-3919/788D7,
 HX2462'ABOUT 35 YARDS NORTHWEST OF SOUTHEAST END OF THRU CUT AND ABOUT
 HX2462'4 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0312 ***********************************************************************
 HY0312  DESIGNATION -  Z 104
 HY0312  PID         -  HY0312
 HY0312  STATE/COUNTY-  WV/MASON
 HY0312  USGS QUAD   -  BEECH HILL (1975)
 HY0312
 HY0312                         *CURRENT SURVEY CONTROL
 HY0312  ___________________________________________________________________
 HY0312* NAD 83(1986)-  38 52 11.     (N)    082 00 58.     (W)     SCALED    
 HY0312* NAVD 88     -       215.254  (meters)     706.21   (feet)  ADJUSTED  
 HY0312  ___________________________________________________________________
 HY0312  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HY0312  DYNAMIC HT  -         215.117 (meters)     705.76  (feet)  COMP
 HY0312  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 HY0312
 HY0312  VERT ORDER  -  SECOND    CLASS 0
 HY0312
 HY0312.The horizontal coordinates were scaled from a topographic map and have
 HY0312.an estimated accuracy of +/- 6 seconds.
 HY0312
 HY0312.The orthometric height was determined by differential leveling
 HY0312.and adjusted by the National Geodetic Survey in June 1991..
 HY0312
 HY0312.The geoid height was determined by GEOID03.
 HY0312
 HY0312.The dynamic height is computed by dividing the NAVD 88
 HY0312.geopotential number by the normal gravity value computed on the
 HY0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0312.degrees latitude (g = 980.6199 gals.).
 HY0312
 HY0312.The modeled gravity was interpolated from observed gravity values.
 HY0312
 HY0312;                    North         East    Units  Estimated Accuracy
 HY0312;SPC WV S     -   208,010.      511,820.      MT  (+/- 180 meters Scaled)
 HY0312
 HY0312                          SUPERSEDED SURVEY CONTROL
 HY0312
 HY0312  NGVD 29 (??/??/92)  215.446  (m)          706.84   (f) ADJ UNCH    2 0
 HY0312
 HY0312.Superseded values are not recommended for survey control.
 HY0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0312.See file dsdata.txt to determine how the superseded data were derived.
 HY0312
 HY0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD118028(NAD 83)
 HY0312_MARKER: DB = BENCH MARK DISK
 HY0312_SETTING: 66 = SET IN ROCK OUTCROP
 HY0312_SP_SET: ROCK OUTCROP
 HY0312_STAMPING: Z 104 1956
 HY0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0312+STABILITY: POSITION/ELEVATION WELL
 HY0312
 HY0312  HISTORY     - Date     Condition        Report By
 HY0312  HISTORY     - 1956     MONUMENTED       CGS
 HY0312
 HY0312                          STATION DESCRIPTION
 HY0312
 HY0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0312'1.5 MI N FROM FLATROCK.
 HY0312'1.5 MILES NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF
 HY0312'STATE HIGHWAY 2 AT FLATROCK, ABOUT 0.1 MILE NORTHEAST OF
 HY0312'JUNCTION OF A ROAD NORTHWEST, ON A SHORT STEEP GRADE DECENDING
 HY0312'NORTHEAST, IN THE TOP OF A ROCK OUTCROP WITH EXPOSED SURFACE ABOUT
 HY0312'7 BY 9 FEET, ON THE OUTSIDE OF A CURVE IN ROAD WITH TANGENTS
 HY0312'EXTENDING SOUTH-SOUTHEAST AND EAST-NORTHEAST, 29 FEET WEST OF
 HY0312'CENTER LINE OF ROAD, 57 FEET NORTH-NORTHWEST OF SOUTHWEST END
 HY0312'OF A 30-INCH METAL PIPE CULVERT UNDER ROAD, 16 FEET NORTHEAST
 HY0312'OF A FENCE CORNER, 5 1/4 FEET SOUTHWEST AND ABOUT LEVEL WITH THE
 HY0312'TOP OF A 12-INCH TRIANGLE CUT IN FACE OF OUTCROP, AND ABOUT
 HY0312'4 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2497 ***********************************************************************
 HX2497  DESIGNATION -  Z 105
 HX2497  PID         -  HX2497
 HX2497  STATE/COUNTY-  WV/JACKSON
 HX2497  USGS QUAD   -  KENTUCK (1975)
 HX2497
 HX2497                         *CURRENT SURVEY CONTROL
 HX2497  ___________________________________________________________________
 HX2497* NAD 83(1986)-  38 44 51.     (N)    081 34 17.     (W)     SCALED    
 HX2497* NAVD 88     -       310.048  (meters)    1017.22   (feet)  ADJUSTED  
 HX2497  ___________________________________________________________________
 HX2497  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HX2497  DYNAMIC HT  -         309.843 (meters)    1016.54  (feet)  COMP
 HX2497  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 HX2497
 HX2497  VERT ORDER  -  SECOND    CLASS 0
 HX2497
 HX2497.The horizontal coordinates were scaled from a topographic map and have
 HX2497.an estimated accuracy of +/- 6 seconds.
 HX2497
 HX2497.The orthometric height was determined by differential leveling
 HX2497.and adjusted by the National Geodetic Survey in June 1991..
 HX2497
 HX2497.The geoid height was determined by GEOID03.
 HX2497
 HX2497.The dynamic height is computed by dividing the NAVD 88
 HX2497.geopotential number by the normal gravity value computed on the
 HX2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2497.degrees latitude (g = 980.6199 gals.).
 HX2497
 HX2497.The modeled gravity was interpolated from observed gravity values.
 HX2497
 HX2497;                    North         East    Units  Estimated Accuracy
 HX2497;SPC WV S     -   194,110.      550,330.      MT  (+/- 180 meters Scaled)
 HX2497
 HX2497                          SUPERSEDED SURVEY CONTROL
 HX2497
 HX2497  NGVD 29 (??/??/92)  310.221  (m)         1017.78   (f) ADJ UNCH    2 0
 HX2497
 HX2497.Superseded values are not recommended for survey control.
 HX2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2497.See file dsdata.txt to determine how the superseded data were derived.
 HX2497
 HX2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC503889(NAD 83)
 HX2497_MARKER: DB = BENCH MARK DISK
 HX2497_SETTING: 66 = SET IN ROCK OUTCROP
 HX2497_SP_SET: ROCK CUT
 HX2497_STAMPING: Z 105 1956
 HX2497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2497+STABILITY: POSITION/ELEVATION WELL
 HX2497
 HX2497  HISTORY     - Date     Condition        Report By
 HX2497  HISTORY     - 1956     MONUMENTED       CGS
 HX2497
 HX2497                          STATION DESCRIPTION
 HX2497
 HX2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2497'4 MI E FROM STATTS MILLS.
 HX2497'ABOUT 4.0 MILES EAST ALONG A GRAVEL ROAD LEADING TO HARMONY
 HX2497'FROM THE POST OFFICE AT STATTS MILLS, ABOUT 0.9 MILE NORTHWEST
 HX2497'OF JEFFERIES GROCERY, 44 FEET NORTH OF CENTER LINE OF ROAD AND
 HX2497'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING EAST AND
 HX2497'SOUTHWEST, 79 FEET NORTHEAST OF CENTER OF JUNCTION OF A ROAD
 HX2497'LEADING NORTHEAST AND UPHILL, 28 FEET NORTH OF NORTH END OF AN
 HX2497'18-INCH PIPE CULVERT UNDER GRAVEL ROAD, 13 FEET SOUTHEAST OF
 HX2497'CENTER LINE OF ROAD NORTHEAST, SET VERTICALLY IN THE WEST
 HX2497'FACE OF A 7-FOOT HIGH LAYERED ROCK IN A ROCK CUT, ABOUT 5 1/2
 HX2497'FEET ABOVE LEVEL OF MAIN ROAD, AND ABOUT LEVEL WITH ROAD
 HX2497'NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2365 ***********************************************************************
 HX2365  DESIGNATION -  Z 106
 HX2365  PID         -  HX2365
 HX2365  STATE/COUNTY-  WV/JACKSON
 HX2365  USGS QUAD   -  RIPLEY (1975)
 HX2365
 HX2365                         *CURRENT SURVEY CONTROL
 HX2365  ___________________________________________________________________
 HX2365* NAD 83(1986)-  38 46 32.     (N)    081 44 39.     (W)     SCALED    
 HX2365* NAVD 88     -       185.893  (meters)     609.88   (feet)  ADJUSTED  
 HX2365  ___________________________________________________________________
 HX2365  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HX2365  DYNAMIC HT  -         185.770 (meters)     609.48  (feet)  COMP
 HX2365  MODELED GRAV-     979,964.7   (mgal)                       NAVD 88
 HX2365
 HX2365  VERT ORDER  -  SECOND    CLASS 0
 HX2365
 HX2365.The horizontal coordinates were scaled from a topographic map and have
 HX2365.an estimated accuracy of +/- 6 seconds.
 HX2365
 HX2365.The orthometric height was determined by differential leveling
 HX2365.and adjusted by the National Geodetic Survey in June 1991..
 HX2365
 HX2365.The geoid height was determined by GEOID03.
 HX2365
 HX2365.The dynamic height is computed by dividing the NAVD 88
 HX2365.geopotential number by the normal gravity value computed on the
 HX2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2365.degrees latitude (g = 980.6199 gals.).
 HX2365
 HX2365.The modeled gravity was interpolated from observed gravity values.
 HX2365
 HX2365;                    North         East    Units  Estimated Accuracy
 HX2365;SPC WV S     -   197,330.      535,330.      MT  (+/- 180 meters Scaled)
 HX2365
 HX2365                          SUPERSEDED SURVEY CONTROL
 HX2365
 HX2365  NGVD 29 (??/??/92)  186.073  (m)          610.47   (f) ADJ UNCH    2 0
 HX2365
 HX2365.Superseded values are not recommended for survey control.
 HX2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2365.See file dsdata.txt to determine how the superseded data were derived.
 HX2365
 HX2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC353921(NAD 83)
 HX2365_MARKER: DB = BENCH MARK DISK
 HX2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2365_STAMPING: Z 106 1956
 HX2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2365+STABILITY: SURFACE MOTION
 HX2365
 HX2365  HISTORY     - Date     Condition        Report By
 HX2365  HISTORY     - 1956     MONUMENTED       CGS
 HX2365
 HX2365                          STATION DESCRIPTION
 HX2365
 HX2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2365'5.2 MI SE FROM EVANS.
 HX2365'ABOUT 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE JUNCTION
 HX2365'OF U.S. HIGHWAY 33 AT EVANS, THENCE ABOUT 4.55 MILES SOUTHEAST
 HX2365'ALONG A GRAVEL ROAD LEADING TO GIVEN, ABOUT 3.85 MILES NORTH OF
 HX2365'PARCHMENT CHAPEL AT GIVEN, ABOUT 0.65 MILE SOUTHEAST OF BRIDGE
 HX2365'OVER GRASS RUN, ABOUT 0.65 MILE NORTHWEST OF JUNCTION OF A GRAVEL
 HX2365'ROAD EAST TO U.S. HIGHWAY 21, ABOUT 105 YARDS NORTHWEST AND ACROSS
 HX2365'ROAD FROM A LARGE RED BARN, 21 FEET NORTHEAST OF CENTER LINE OF
 HX2365'ROAD, 1 FOOT SOUTHWEST OF A FENCE LINE, 58 1/2 FEET SOUTHEAST
 HX2365'OF NORTHEAST END OF A 40-INCH PIPE CULVERT FOR A SMALL CREEK
 HX2365'BRANCH, 27 1/2 FEET NORTHWEST OF A 30-INCH ELM TREE, 2 FEET
 HX2365'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD
 HX2365'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2318 ***********************************************************************
 HX2318  DESIGNATION -  Z 107
 HX2318  PID         -  HX2318
 HX2318  STATE/COUNTY-  WV/MASON
 HX2318  USGS QUAD   -  COTTAGEVILLE (1989)
 HX2318
 HX2318                         *CURRENT SURVEY CONTROL
 HX2318  ___________________________________________________________________
 HX2318* NAD 83(1986)-  38 46 51.     (N)    081 50 01.     (W)     SCALED    
 HX2318* NAVD 88     -       285.895  (meters)     937.97   (feet)  ADJUSTED  
 HX2318  ___________________________________________________________________
 HX2318  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HX2318  DYNAMIC HT  -         285.706 (meters)     937.35  (feet)  COMP
 HX2318  MODELED GRAV-     979,958.3   (mgal)                       NAVD 88
 HX2318
 HX2318  VERT ORDER  -  SECOND    CLASS 0
 HX2318
 HX2318.The horizontal coordinates were scaled from a topographic map and have
 HX2318.an estimated accuracy of +/- 6 seconds.
 HX2318
 HX2318.The orthometric height was determined by differential leveling
 HX2318.and adjusted by the National Geodetic Survey in June 1991..
 HX2318
 HX2318.The geoid height was determined by GEOID03.
 HX2318
 HX2318.The dynamic height is computed by dividing the NAVD 88
 HX2318.geopotential number by the normal gravity value computed on the
 HX2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2318.degrees latitude (g = 980.6199 gals.).
 HX2318
 HX2318.The modeled gravity was interpolated from observed gravity values.
 HX2318
 HX2318;                    North         East    Units  Estimated Accuracy
 HX2318;SPC WV S     -   197,980.      527,570.      MT  (+/- 180 meters Scaled)
 HX2318
 HX2318                          SUPERSEDED SURVEY CONTROL
 HX2318
 HX2318  NGVD 29 (??/??/92)  286.077  (m)          938.57   (f) ADJ UNCH    2 0
 HX2318
 HX2318.Superseded values are not recommended for survey control.
 HX2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2318.See file dsdata.txt to determine how the superseded data were derived.
 HX2318
 HX2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC275927(NAD 83)
 HX2318_MARKER: DB = BENCH MARK DISK
 HX2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2318_STAMPING: Z 107 1956
 HX2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2318+STABILITY: SURFACE MOTION
 HX2318
 HX2318  HISTORY     - Date     Condition        Report By
 HX2318  HISTORY     - 1956     MONUMENTED       CGS
 HX2318
 HX2318                          STATION DESCRIPTION
 HX2318
 HX2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2318'4.6 MI SW FROM EVANS.
 HX2318'ABOUT 4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE JUNCTION
 HX2318'OF U.S. HIGHWAY 33 AT EVANS, ABOUT 0.15 MILE NORTHWEST OF THE
 HX2318'MASON-JACKSON COUNTY LINE, AT THE NORTHWEST END OF A THRU CUT
 HX2318'AND AT JUNCTION OF TRAILS LEADING NORTHEAST AND SOUTH, 29 1/2
 HX2318'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 17 FEET WEST OF CENTER OF
 HX2318'TRAIL LEADING SOUTH AND UPHILL, 2 FEET NORTHWEST OF A WHITE
 HX2318'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET
 HX2318'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0794 ***********************************************************************
 HY0794  DESIGNATION -  Z 108
 HY0794  PID         -  HY0794
 HY0794  STATE/COUNTY-  WV/WAYNE
 HY0794  USGS QUAD   -  BURNAUGH (1989)
 HY0794
 HY0794                         *CURRENT SURVEY CONTROL
 HY0794  ___________________________________________________________________
 HY0794* NAD 83(1986)-  38 22 14.     (N)    082 33 33.     (W)     SCALED    
 HY0794* NAVD 88     -       249.364  (meters)     818.12   (feet)  ADJUSTED  
 HY0794  ___________________________________________________________________
 HY0794  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY0794  DYNAMIC HT  -         249.193 (meters)     817.56  (feet)  COMP
 HY0794  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 HY0794
 HY0794  VERT ORDER  -  FIRST     CLASS II
 HY0794
 HY0794.This mark is at Tri-State/milton J Ferguson Fld Airport (HTS)
 HY0794
 HY0794.The horizontal coordinates were scaled from a topographic map and have
 HY0794.an estimated accuracy of +/- 6 seconds.
 HY0794
 HY0794.The orthometric height was determined by differential leveling
 HY0794.and adjusted by the National Geodetic Survey in June 1991..
 HY0794
 HY0794.The geoid height was determined by GEOID03.
 HY0794
 HY0794.The dynamic height is computed by dividing the NAVD 88
 HY0794.geopotential number by the normal gravity value computed on the
 HY0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0794.degrees latitude (g = 980.6199 gals.).
 HY0794
 HY0794.The modeled gravity was interpolated from observed gravity values.
 HY0794
 HY0794;                    North         East    Units  Estimated Accuracy
 HY0794;SPC WV S     -   153,260.      463,760.      MT  (+/- 180 meters Scaled)
 HY0794
 HY0794                          SUPERSEDED SURVEY CONTROL
 HY0794
 HY0794  NGVD 29 (??/??/92)  249.542  (m)          818.71   (f) ADJ UNCH    1 2
 HY0794
 HY0794.Superseded values are not recommended for survey control.
 HY0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0794.See file dsdata.txt to determine how the superseded data were derived.
 HY0794
 HY0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC637480(NAD 83)
 HY0794_MARKER: DB = BENCH MARK DISK
 HY0794_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0794_SP_SET: FOUNDATION
 HY0794_STAMPING: Z 108 1956
 HY0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0794
 HY0794  HISTORY     - Date     Condition        Report By
 HY0794  HISTORY     - 1956     MONUMENTED       CGS
 HY0794  HISTORY     - 1963     GOOD             NGS
 HY0794  HISTORY     - 1972     MARK NOT FOUND   USGS
 HY0794
 HY0794                          STATION DESCRIPTION
 HY0794
 HY0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HY0794'2.2 MI SE FROM CEREDO.
 HY0794'THE STATION IS LOCATED ABOUT 2.15 MILES SOUTHEAST ALONG ROADS
 HY0794'LEADING TO THE TRI-STATE AIRPORT FROM THE JUNCTION OF U.S. HIGHWAY
 HY0794'60 AT CEREDO, AT THE AIRPORT SET VERTICALLY IN THE SOUTH FACE OF
 HY0794'THE CONCRETE FOUNDATION OF A 10 BY 25-FOOT BUILDING NEAR THE
 HY0794'SOUTHEAST CORNER OF THE PARKING LOT, 133 FEET NORTHEAST OF THE
 HY0794'NORTHEAST CORNER OF THE ADMINISTRATION BUILDING, 149 FEET EAST
 HY0794'OF THE CENTER OF THE CONCRETE STEPS LEADING TO THE PARKING LOT,
 HY0794'1 FOOT WEST OF THE SOUTHEAST CORNER OF THE BUILDING, AND 0.6 FOOT
 HY0794'ABOVE THE GROUND.
 HY0794
 HY0794                          STATION RECOVERY (1972)
 HY0794
 HY0794'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HY0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0451 ***********************************************************************
 HY0451  DESIGNATION -  Z 109
 HY0451  PID         -  HY0451
 HY0451  STATE/COUNTY-  WV/CABELL
 HY0451  USGS QUAD   -  HUNTINGTON (1985)
 HY0451
 HY0451                         *CURRENT SURVEY CONTROL
 HY0451  ___________________________________________________________________
 HY0451* NAD 83(1986)-  38 25 37.     (N)    082 25 25.     (W)     SCALED    
 HY0451* NAVD 88     -       168.212  (meters)     551.88   (feet)  ADJUSTED  
 HY0451  ___________________________________________________________________
 HY0451  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HY0451  DYNAMIC HT  -         168.099 (meters)     551.50  (feet)  COMP
 HY0451  MODELED GRAV-     979,952.8   (mgal)                       NAVD 88
 HY0451
 HY0451  VERT ORDER  -  FIRST     CLASS II
 HY0451
 HY0451.The horizontal coordinates were scaled from a topographic map and have
 HY0451.an estimated accuracy of +/- 6 seconds.
 HY0451
 HY0451.The orthometric height was determined by differential leveling
 HY0451.and adjusted by the National Geodetic Survey in June 1991..
 HY0451.WARNING-Repeat measurements at this control monument indicate possible
 HY0451.vertical movement.
 HY0451
 HY0451.The geoid height was determined by GEOID03.
 HY0451
 HY0451.The dynamic height is computed by dividing the NAVD 88
 HY0451.geopotential number by the normal gravity value computed on the
 HY0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0451.degrees latitude (g = 980.6199 gals.).
 HY0451
 HY0451.The modeled gravity was interpolated from observed gravity values.
 HY0451
 HY0451;                    North         East    Units  Estimated Accuracy
 HY0451;SPC WV S     -   159,330.      475,700.      MT  (+/- 180 meters Scaled)
 HY0451
 HY0451                          SUPERSEDED SURVEY CONTROL
 HY0451
 HY0451  NGVD 29 (??/??/92)  168.402  (m)          552.50   (f) ADJ UNCH    1 2
 HY0451
 HY0451.Superseded values are not recommended for survey control.
 HY0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0451.See file dsdata.txt to determine how the superseded data were derived.
 HY0451
 HY0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC757541(NAD 83)
 HY0451_MARKER: DB = BENCH MARK DISK
 HY0451_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HY0451_STAMPING: Z 109 1956
 HY0451_MARK LOGO: CGS   
 HY0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0451+STABILITY: POSITION/ELEVATION WELL
 HY0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0451+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 HY0451
 HY0451  HISTORY     - Date     Condition        Report By
 HY0451  HISTORY     - 1956     MONUMENTED       CGS
 HY0451  HISTORY     - 1984     GOOD             NGS
 HY0451  HISTORY     - 20040602 GOOD             USPSQD
 HY0451
 HY0451                          STATION DESCRIPTION
 HY0451
 HY0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0451'AT HUNTINGTON.
 HY0451'AT HUNTINGTON, AT THE INTERSECTION OF SECOND AVENUE (BALTIMORE
 HY0451'AND OHIO RAILROAD FOLLOWS AVENUE) AND 20TH STREET, 39 FEET WEST
 HY0451'OF CENTER LINE OF 20TH STREET, 21 FEET NORTH OF NORTH RAIL OF
 HY0451'B. AND O. RR, SET VERTICALLY IN THE EAST FACE OF CONCRETE
 HY0451'FOUNDATION OF STEEL SHOP BUILDING OF WEST VIRGINIA STEEL AND
 HY0451'MANUFACTURING COMPANY, 1.8 FEET NORTH OF SOUTHEAST CORNER OF
 HY0451'FOUNDATION AND 2.3 FEET ABOVE GROUND.
 HY0451
 HY0451                          STATION RECOVERY (1984)
 HY0451
 HY0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0451'RECOVERED IN GOOD CONDITION.
 HY0451
 HY0451                          STATION RECOVERY (2004)
 HY0451
 HY0451'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 HY0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1928 ***********************************************************************
 HX1928  DESIGNATION -  Z 11
 HX1928  PID         -  HX1928
 HX1928  STATE/COUNTY-  WV/CLAY
 HX1928  USGS QUAD   -  CLAY (1976)
 HX1928
 HX1928                         *CURRENT SURVEY CONTROL
 HX1928  ___________________________________________________________________
 HX1928* NAD 83(1986)-  38 27 40.     (N)    081 04 20.     (W)     SCALED    
 HX1928* NAVD 88     -       215.703  (meters)     707.69   (feet)  ADJUSTED  
 HX1928  ___________________________________________________________________
 HX1928  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HX1928  DYNAMIC HT  -         215.554 (meters)     707.20  (feet)  COMP
 HX1928  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 HX1928
 HX1928  VERT ORDER  -  SECOND    CLASS 0
 HX1928
 HX1928.The horizontal coordinates were scaled from a topographic map and have
 HX1928.an estimated accuracy of +/- 6 seconds.
 HX1928
 HX1928.The orthometric height was determined by differential leveling
 HX1928.and adjusted by the National Geodetic Survey in June 1991..
 HX1928
 HX1928.The geoid height was determined by GEOID03.
 HX1928
 HX1928.The dynamic height is computed by dividing the NAVD 88
 HX1928.geopotential number by the normal gravity value computed on the
 HX1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1928.degrees latitude (g = 980.6199 gals.).
 HX1928
 HX1928.The modeled gravity was interpolated from observed gravity values.
 HX1928
 HX1928;                    North         East    Units  Estimated Accuracy
 HX1928;SPC WV S     -   162,170.      593,700.      MT  (+/- 180 meters Scaled)
 HX1928
 HX1928                          SUPERSEDED SURVEY CONTROL
 HX1928
 HX1928  NGVD 29 (??/??/92)  215.884  (m)          708.28   (f) ADJ UNCH    2 0
 HX1928
 HX1928.Superseded values are not recommended for survey control.
 HX1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1928.See file dsdata.txt to determine how the superseded data were derived.
 HX1928
 HX1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC936569(NAD 83)
 HX1928_MARKER: DB = BENCH MARK DISK
 HX1928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1928_SP_SET: PIER
 HX1928_STAMPING: Z 11 1933
 HX1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1928
 HX1928  HISTORY     - Date     Condition        Report By
 HX1928  HISTORY     - 1933     MONUMENTED       CGS
 HX1928
 HX1928                          STATION DESCRIPTION
 HX1928
 HX1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1928'AT DUNDON.
 HX1928'AT DUNDON, ABOUT 20-1/2 RAILS WEST OF THE WEST END OF THE BALTIMORE
 HX1928'AND OHIO RAILROAD STATION, AT BRIDGE 519 OVER BUFFALO CREEK,
 HX1928'IN THE TOP OF THE NORTH END OF THE WEST PIER, 10 FEET NORTH OF THE
 HX1928'CENTERLINE OF THE TRACK, AND 5 FEET LOWER THAN THE TRACK.  A
 HX1928'STANDARD DISK, STAMPED Z 11 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0311 ***********************************************************************
 HY0311  DESIGNATION -  Z 110
 HY0311  PID         -  HY0311
 HY0311  STATE/COUNTY-  WV/MASON
 HY0311  USGS QUAD   -  BEECH HILL (1975)
 HY0311
 HY0311                         *CURRENT SURVEY CONTROL
 HY0311  ___________________________________________________________________
 HY0311* NAD 83(1986)-  38 51 36.     (N)    082 00 57.     (W)     SCALED    
 HY0311* NAVD 88     -       191.698  (meters)     628.93   (feet)  ADJUSTED  
 HY0311  ___________________________________________________________________
 HY0311  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HY0311  DYNAMIC HT  -         191.576 (meters)     628.53  (feet)  COMP
 HY0311  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 HY0311
 HY0311  VERT ORDER  -  SECOND    CLASS 0
 HY0311
 HY0311.The horizontal coordinates were scaled from a topographic map and have
 HY0311.an estimated accuracy of +/- 6 seconds.
 HY0311
 HY0311.The orthometric height was determined by differential leveling
 HY0311.and adjusted by the National Geodetic Survey in June 1991..
 HY0311
 HY0311.The geoid height was determined by GEOID03.
 HY0311
 HY0311.The dynamic height is computed by dividing the NAVD 88
 HY0311.geopotential number by the normal gravity value computed on the
 HY0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0311.degrees latitude (g = 980.6199 gals.).
 HY0311
 HY0311.The modeled gravity was interpolated from observed gravity values.
 HY0311
 HY0311;                    North         East    Units  Estimated Accuracy
 HY0311;SPC WV S     -   206,930.      511,830.      MT  (+/- 180 meters Scaled)
 HY0311
 HY0311                          SUPERSEDED SURVEY CONTROL
 HY0311
 HY0311  NGVD 29 (??/??/92)  191.891  (m)          629.56   (f) ADJ UNCH    2 0
 HY0311
 HY0311.Superseded values are not recommended for survey control.
 HY0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0311.See file dsdata.txt to determine how the superseded data were derived.
 HY0311
 HY0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD118017(NAD 83)
 HY0311_MARKER: DB = BENCH MARK DISK
 HY0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0311_SP_SET: BRIDGE
 HY0311_STAMPING: Z 110 1956
 HY0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0311
 HY0311  HISTORY     - Date     Condition        Report By
 HY0311  HISTORY     - 1956     MONUMENTED       CGS
 HY0311
 HY0311                          STATION DESCRIPTION
 HY0311
 HY0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0311'0.8 MI N FROM FLATROCK.
 HY0311'0.8 MILE NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF STATE
 HY0311'HIGHWAY 2 AT FLATROCK, IN THE TOP OF NORTHWEST WING WALL OF A
 HY0311'12-FOOT CONCRETE BRIDGE OVER FALLENTIMBER BRANCH, 7 1/2 FEET
 HY0311'WEST OF CENTER LINE OF ROAD, 3/4 FEET SOUTHWEST OF NORTH END OF
 HY0311'WEST HEAD WALL AND ABOUT 1/2 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0051 ***********************************************************************
 HY0051  DESIGNATION -  Z 111
 HY0051  PID         -  HY0051
 HY0051  STATE/COUNTY-  WV/CABELL
 HY0051  USGS QUAD   -  ATHALIA (1985)
 HY0051
 HY0051                         *CURRENT SURVEY CONTROL
 HY0051  ___________________________________________________________________
 HY0051* NAD 83(1986)-  38 30 55.     (N)    082 17 55.     (W)     SCALED    
 HY0051* NAVD 88     -       169.483  (meters)     556.05   (feet)  ADJUSTED  
 HY0051  ___________________________________________________________________
 HY0051  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HY0051  DYNAMIC HT  -         169.371 (meters)     555.68  (feet)  COMP
 HY0051  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 HY0051
 HY0051  VERT ORDER  -  FIRST     CLASS II
 HY0051
 HY0051.The horizontal coordinates were scaled from a topographic map and have
 HY0051.an estimated accuracy of +/- 6 seconds.
 HY0051
 HY0051.The orthometric height was determined by differential leveling
 HY0051.and adjusted by the National Geodetic Survey in June 1991..
 HY0051
 HY0051.The geoid height was determined by GEOID03.
 HY0051
 HY0051.The dynamic height is computed by dividing the NAVD 88
 HY0051.geopotential number by the normal gravity value computed on the
 HY0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0051.degrees latitude (g = 980.6199 gals.).
 HY0051
 HY0051.The modeled gravity was interpolated from observed gravity values.
 HY0051
 HY0051;                    North         East    Units  Estimated Accuracy
 HY0051;SPC WV S     -   168,970.      486,750.      MT  (+/- 180 meters Scaled)
 HY0051
 HY0051                          SUPERSEDED SURVEY CONTROL
 HY0051
 HY0051  NGVD 29 (??/??/92)  169.658  (m)          556.62   (f) ADJ UNCH    1 2
 HY0051
 HY0051.Superseded values are not recommended for survey control.
 HY0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0051.See file dsdata.txt to determine how the superseded data were derived.
 HY0051
 HY0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC867637(NAD 83)
 HY0051_MARKER: DB = BENCH MARK DISK
 HY0051_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HY0051_SP_SET: 60 FEET
 HY0051_STAMPING: Z 111 1956
 HY0051_MARK LOGO: CGS   
 HY0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0051
 HY0051  HISTORY     - Date     Condition        Report By
 HY0051  HISTORY     - 1956     MONUMENTED       CGS
 HY0051  HISTORY     - 1976     MARK NOT FOUND   NGS
 HY0051  HISTORY     - 1984     GOOD             NGS
 HY0051
 HY0051                          STATION DESCRIPTION
 HY0051
 HY0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0051'0.2 MI N FROM LESAGE.
 HY0051'ABOUT 0.2 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY0051'MC FANNS STORE AT LESAGE, AT THE NORTH EDGE OF VILLAGE, AT A
 HY0051'PRIVATE ROAD CROSSING, 21 1/2 FEET WEST OF WEST RAIL, 80 FEET
 HY0051'SOUTHEAST OF SOUTHEAST CORNER OF A 1 1/2-STORY WHITE FRAME HOUSE,
 HY0051'33 FEET WEST-NORTHWEST OF CENTER OF CROSSING, 37 FEET SOUTH OF
 HY0051'TELEPHONE POLE NO. 202+19, 19 FEET NORTH OF CENTER LINE OF PRIVATE
 HY0051'ROAD, 6 1/2 FEET NORTH-NORTHEAST OF EAST CORNER OF SOUTHEAST END
 HY0051'OF A CONCRETE WALK, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND IS
 HY0051'A DISK ON COPPER COATED STEEL ROD ABOUT 1 INCH BELOW SURFACE
 HY0051'OF GROUND AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 1 INCH
 HY0051'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 60-FEET.
 HY0051
 HY0051                          STATION RECOVERY (1976)
 HY0051
 HY0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0051'MARK NOT FOUND.
 HY0051
 HY0051                          STATION RECOVERY (1984)
 HY0051
 HY0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2417 ***********************************************************************
 HX2417  DESIGNATION -  Z 112
 HX2417  PID         -  HX2417
 HX2417  STATE/COUNTY-  WV/MASON
 HX2417  USGS QUAD   -  ELMWOOD (1975)
 HX2417
 HX2417                         *CURRENT SURVEY CONTROL
 HX2417  ___________________________________________________________________
 HX2417* NAD 83(1986)-  38 41 38.     (N)    081 50 38.     (W)     SCALED    
 HX2417* NAVD 88     -       192.812  (meters)     632.58   (feet)  ADJUSTED  
 HX2417  ___________________________________________________________________
 HX2417  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HX2417  DYNAMIC HT  -         192.684 (meters)     632.16  (feet)  COMP
 HX2417  MODELED GRAV-     979,962.5   (mgal)                       NAVD 88
 HX2417
 HX2417  VERT ORDER  -  SECOND    CLASS 0
 HX2417
 HX2417.The horizontal coordinates were scaled from a topographic map and have
 HX2417.an estimated accuracy of +/- 6 seconds.
 HX2417
 HX2417.The orthometric height was determined by differential leveling
 HX2417.and adjusted by the National Geodetic Survey in June 1991..
 HX2417
 HX2417.The geoid height was determined by GEOID03.
 HX2417
 HX2417.The dynamic height is computed by dividing the NAVD 88
 HX2417.geopotential number by the normal gravity value computed on the
 HX2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2417.degrees latitude (g = 980.6199 gals.).
 HX2417
 HX2417.The modeled gravity was interpolated from observed gravity values.
 HX2417
 HX2417;                    North         East    Units  Estimated Accuracy
 HX2417;SPC WV S     -   188,340.      526,590.      MT  (+/- 180 meters Scaled)
 HX2417
 HX2417                          SUPERSEDED SURVEY CONTROL
 HX2417
 HX2417  NGVD 29 (??/??/92)  193.001  (m)          633.20   (f) ADJ UNCH    2 0
 HX2417
 HX2417.Superseded values are not recommended for survey control.
 HX2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2417.See file dsdata.txt to determine how the superseded data were derived.
 HX2417
 HX2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC266831(NAD 83)
 HX2417_MARKER: DB = BENCH MARK DISK
 HX2417_SETTING: 66 = SET IN ROCK OUTCROP
 HX2417_SP_SET: ROCK OUTCROP
 HX2417_STAMPING: Z 112 1956
 HX2417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2417+STABILITY: POSITION/ELEVATION WELL
 HX2417
 HX2417  HISTORY     - Date     Condition        Report By
 HX2417  HISTORY     - 1956     MONUMENTED       CGS
 HX2417
 HX2417                          STATION DESCRIPTION
 HX2417
 HX2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2417'0.8 MI NW FROM TRIBBLE.
 HX2417'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 HX2417'ROAD SOUTHEAST AND J.W. WARNER STORE AT TRIBBLE, ABOUT 0.75 MILE
 HX2417'EAST ALONG A GRAVEL ROAD FROM JUNCTION OF ROAD SOUTH AND BRIDGE
 HX2417'OVER MUDLICK CREEK AT ELMWOOD, SET VERTICALLY IN THE SOUTHWEST
 HX2417'FACE OF AN OUTCROPPING ROCK LEDGE PROJECTING OUT OF A CUT BANK,
 HX2417'28 FEET NORTH-NORTHWEST OF CENTER LINE OF ROAD, 185 FEET WEST
 HX2417'OF NORTH END OF WEST ABUTMENT OF AN 18-FOOT BRIDGE OVER SAPSUCKER
 HX2417'RUN, 4 1/2 FEET SOUTHEAST OF NORTHWEST END OF LEDGE AND ABOUT 5
 HX2417'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2404 ***********************************************************************
 HX2404  DESIGNATION -  Z 113
 HX2404  PID         -  HX2404
 HX2404  STATE/COUNTY-  WV/PUTNAM
 HX2404  USGS QUAD   -  BANCROFT (1975)
 HX2404
 HX2404                         *CURRENT SURVEY CONTROL
 HX2404  ___________________________________________________________________
 HX2404* NAD 83(1986)-  38 34 26.     (N)    081 49 22.     (W)     SCALED    
 HX2404* NAVD 88     -       286.042  (meters)     938.46   (feet)  ADJUSTED  
 HX2404  ___________________________________________________________________
 HX2404  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX2404  DYNAMIC HT  -         285.846 (meters)     937.81  (feet)  COMP
 HX2404  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 HX2404
 HX2404  VERT ORDER  -  SECOND    CLASS 0
 HX2404
 HX2404.The horizontal coordinates were scaled from a topographic map and have
 HX2404.an estimated accuracy of +/- 6 seconds.
 HX2404
 HX2404.The orthometric height was determined by differential leveling
 HX2404.and adjusted by the National Geodetic Survey in June 1991..
 HX2404
 HX2404.The geoid height was determined by GEOID03.
 HX2404
 HX2404.The dynamic height is computed by dividing the NAVD 88
 HX2404.geopotential number by the normal gravity value computed on the
 HX2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2404.degrees latitude (g = 980.6199 gals.).
 HX2404
 HX2404.The modeled gravity was interpolated from observed gravity values.
 HX2404
 HX2404;                    North         East    Units  Estimated Accuracy
 HX2404;SPC WV S     -   175,010.      528,310.      MT  (+/- 180 meters Scaled)
 HX2404
 HX2404                          SUPERSEDED SURVEY CONTROL
 HX2404
 HX2404  NGVD 29 (??/??/92)  286.233  (m)          939.08   (f) ADJ UNCH    2 0
 HX2404
 HX2404.Superseded values are not recommended for survey control.
 HX2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2404.See file dsdata.txt to determine how the superseded data were derived.
 HX2404
 HX2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC283698(NAD 83)
 HX2404_MARKER: DB = BENCH MARK DISK
 HX2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2404_STAMPING: Z 113 1956
 HX2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2404+STABILITY: SURFACE MOTION
 HX2404
 HX2404  HISTORY     - Date     Condition        Report By
 HX2404  HISTORY     - 1956     MONUMENTED       CGS
 HX2404
 HX2404                          STATION DESCRIPTION
 HX2404
 HX2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2404'1.6 MI SW FROM PARADISE.
 HX2404'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 HX2404'OF GRAVEL ROAD NORTH AND STORES AT PARADISE, ABOUT 0.8 MILE
 HX2404'EAST OF WADE CHAPEL METHODIST CHURCH, ABOUT 0.1 MILE WEST-NORTHWEST
 HX2404'OF CONFIDENCE SCHOOL, 38 FEET NORTH OF CENTER LINE OF HIGHWAY,
 HX2404'107 FEET WEST OF CENTER LINE OF A DRIVE NORTH, 59 1/2 FEET
 HX2404'SOUTH OF SOUTHWEST CORNER OF A HOUSE WITH CONCRETE FOUNDATION
 HX2404'AND GREEN ASBESTOS SIDING, 10 1/2 FEET NORTH-NORTHEAST OF
 HX2404'TELEPHONE CABLE POLE NO. 99, 1 1/2 FEET SOUTHWEST OF A FENCE
 HX2404'CORNER, 1 1/2 FEET EAST OF A WHTIE WOODEN WITNESS POST, ABOUT
 HX2404'2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HX2404'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0281 ***********************************************************************
 HY0281  DESIGNATION -  Z 114
 HY0281  PID         -  HY0281
 HY0281  STATE/COUNTY-  WV/MASON
 HY0281  USGS QUAD   -  ARLEE (1975)
 HY0281
 HY0281                         *CURRENT SURVEY CONTROL
 HY0281  ___________________________________________________________________
 HY0281* NAD 83(1986)-  38 41 55.     (N)    082 02 11.     (W)     SCALED    
 HY0281* NAVD 88     -       238.849  (meters)     783.62   (feet)  ADJUSTED  
 HY0281  ___________________________________________________________________
 HY0281  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HY0281  DYNAMIC HT  -         238.695 (meters)     783.12  (feet)  COMP
 HY0281  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 HY0281
 HY0281  VERT ORDER  -  SECOND    CLASS 0
 HY0281
 HY0281.The horizontal coordinates were scaled from a topographic map and have
 HY0281.an estimated accuracy of +/- 6 seconds.
 HY0281
 HY0281.The orthometric height was determined by differential leveling
 HY0281.and adjusted by the National Geodetic Survey in June 1991..
 HY0281
 HY0281.The geoid height was determined by GEOID03.
 HY0281
 HY0281.The dynamic height is computed by dividing the NAVD 88
 HY0281.geopotential number by the normal gravity value computed on the
 HY0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0281.degrees latitude (g = 980.6199 gals.).
 HY0281
 HY0281.The modeled gravity was interpolated from observed gravity values.
 HY0281
 HY0281;                    North         East    Units  Estimated Accuracy
 HY0281;SPC WV S     -   189,040.      509,850.      MT  (+/- 180 meters Scaled)
 HY0281
 HY0281                          SUPERSEDED SURVEY CONTROL
 HY0281
 HY0281  NGVD 29 (??/??/92)  239.040  (m)          784.25   (f) ADJ UNCH    2 0
 HY0281
 HY0281.Superseded values are not recommended for survey control.
 HY0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0281.See file dsdata.txt to determine how the superseded data were derived.
 HY0281
 HY0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC098838(NAD 83)
 HY0281_MARKER: DB = BENCH MARK DISK
 HY0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0281_STAMPING: Z 114 1956
 HY0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0281+STABILITY: SURFACE MOTION
 HY0281
 HY0281  HISTORY     - Date     Condition        Report By
 HY0281  HISTORY     - 1956     MONUMENTED       CGS
 HY0281
 HY0281                          STATION DESCRIPTION
 HY0281
 HY0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0281'5 MI W FROM SOUTHSIDE.
 HY0281'4.95 MILES WEST ALONG A GRAVEL ROAD FROM HARMONY BAPTIST
 HY0281'CHURCH AND INTERSECTION OF STATE HIGHWAY 17 AT SOUTHSIDE, ABOUT
 HY0281'0.6 MILE SOUTHEAST OF JUNCTION OF A GRAVEL ROAD NORTH, ABOUT
 HY0281'0.5 MILE WEST OF HAMBRICK CHAPEL M.E. CHURCH AND CEMETERY, ABOUT
 HY0281'0.4 MILE WEST OF A CROSSROAD, ABOUT 0.3 MILE WEST OF DIRT
 HY0281'ROAD NORTH, 23 FEET NORTH OF CENTER LINE OF ROAD, NEAR THE
 HY0281'SOUTHEAST CORNER OF A SMALL CLEARING, 149 FEET EAST OF NORTHEAST
 HY0281'END OF A 24-INCH METAL PIPE CULVERT UNDER ROAD, 58 FEET NORTHEAST
 HY0281'AND ACROSS ROAD FROM A TRIANGULAR BLAZED 26-INCH OAK TREE, 9
 HY0281'FEET EAST-NORTHEAST OF A GROUP OF 9 SMALL ASH TREES, 2 FEET
 HY0281'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF
 HY0281'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0015 ***********************************************************************
 HY0015  DESIGNATION -  Z 115
 HY0015  PID         -  HY0015
 HY0015  STATE/COUNTY-  WV/MASON
 HY0015  USGS QUAD   -  GALLIPOLIS (1983)
 HY0015
 HY0015                         *CURRENT SURVEY CONTROL
 HY0015  ___________________________________________________________________
 HY0015* NAD 83(1986)-  38 47 57.     (N)    082 11 38.     (W)     SCALED    
 HY0015* NAVD 88     -       173.888  (meters)     570.50   (feet)  ADJUSTED  
 HY0015  ___________________________________________________________________
 HY0015  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HY0015  DYNAMIC HT  -         173.777 (meters)     570.13  (feet)  COMP
 HY0015  MODELED GRAV-     979,986.5   (mgal)                       NAVD 88
 HY0015
 HY0015  VERT ORDER  -  FIRST     CLASS II
 HY0015
 HY0015.The horizontal coordinates were scaled from a topographic map and have
 HY0015.an estimated accuracy of +/- 6 seconds.
 HY0015
 HY0015.The orthometric height was determined by differential leveling
 HY0015.and adjusted by the National Geodetic Survey in June 1991..
 HY0015
 HY0015.The geoid height was determined by GEOID03.
 HY0015
 HY0015.The dynamic height is computed by dividing the NAVD 88
 HY0015.geopotential number by the normal gravity value computed on the
 HY0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0015.degrees latitude (g = 980.6199 gals.).
 HY0015
 HY0015.The modeled gravity was interpolated from observed gravity values.
 HY0015
 HY0015;                    North         East    Units  Estimated Accuracy
 HY0015;SPC WV S     -   200,360.      496,290.      MT  (+/- 180 meters Scaled)
 HY0015
 HY0015                          SUPERSEDED SURVEY CONTROL
 HY0015
 HY0015  NGVD 29 (??/??/92)  174.082  (m)          571.13   (f) ADJ UNCH    1 2
 HY0015
 HY0015.Superseded values are not recommended for survey control.
 HY0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0015.See file dsdata.txt to determine how the superseded data were derived.
 HY0015
 HY0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC963951(NAD 83)
 HY0015_MARKER: DB = BENCH MARK DISK
 HY0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0015_STAMPING: Z 115 1956
 HY0015_MARK LOGO: CGS   
 HY0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0015+STABILITY: SURFACE MOTION
 HY0015
 HY0015  HISTORY     - Date     Condition        Report By
 HY0015  HISTORY     - 1956     MONUMENTED       CGS
 HY0015  HISTORY     - 1984     GOOD             NGS
 HY0015
 HY0015                          STATION DESCRIPTION
 HY0015
 HY0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0015'3.9 MI SW FROM HENDERSON.
 HY0015'ABOUT 3.9 MILES SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE SOUTH
 HY0015'END OF HIGHWAY BRIDGE OVER KANAWAH RIVER AT HENDERSON, ACROSS
 HY0015'TRACK FROM HIGHWAY, 26 FEET SOUTHEAST OF SOUTHEAST RAIL OF
 HY0015'BALTIMORE AND OHIO RAILROAD, 98 FEET SOUTH AND ACROSS TRACK FROM
 HY0015'TELEPHONE POLE NO. 177+21, 29 FEET EAST-SOUTHEAST OF CENTER OF
 HY0015'A PRIVATE ROAD CROSSING, 13 FEET NORTHEAST OF CENTER OF GATE ACROSS
 HY0015'DRIVE TO A TWO-STORY BRICK HOUSE OWNED BY GILLS BROTHERS, 1 1/2
 HY0015'FEET NORTHWEST OF A FENCE LINE, 2 FEET SOUTHWEST OF A WHITE
 HY0015'WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK AND
 HY0015'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HY0015
 HY0015                          STATION RECOVERY (1984)
 HY0015
 HY0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0632 ***********************************************************************
 HY0632  DESIGNATION -  Z 116
 HY0632  PID         -  HY0632
 HY0632  STATE/COUNTY-  WV/CABELL
 HY0632  USGS QUAD   -  MILTON (1989)
 HY0632
 HY0632                         *CURRENT SURVEY CONTROL
 HY0632  ___________________________________________________________________
 HY0632* NAD 83(1986)-  38 27 01.     (N)    082 12 29.     (W)     SCALED    
 HY0632* NAVD 88     -       187.837  (meters)     616.26   (feet)  ADJUSTED  
 HY0632  ___________________________________________________________________
 HY0632  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HY0632  DYNAMIC HT  -         187.711 (meters)     615.85  (feet)  COMP
 HY0632  MODELED GRAV-     979,951.5   (mgal)                       NAVD 88
 HY0632
 HY0632  VERT ORDER  -  SECOND    CLASS 0
 HY0632
 HY0632.The horizontal coordinates were scaled from a topographic map and have
 HY0632.an estimated accuracy of +/- 6 seconds.
 HY0632
 HY0632.The orthometric height was determined by differential leveling
 HY0632.and adjusted by the National Geodetic Survey in June 1991..
 HY0632
 HY0632.The geoid height was determined by GEOID03.
 HY0632
 HY0632.The dynamic height is computed by dividing the NAVD 88
 HY0632.geopotential number by the normal gravity value computed on the
 HY0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0632.degrees latitude (g = 980.6199 gals.).
 HY0632
 HY0632.The modeled gravity was interpolated from observed gravity values.
 HY0632
 HY0632;                    North         East    Units  Estimated Accuracy
 HY0632;SPC WV S     -   161,650.      494,560.      MT  (+/- 180 meters Scaled)
 HY0632
 HY0632                          SUPERSEDED SURVEY CONTROL
 HY0632
 HY0632  NGVD 29 (??/??/92)  188.020  (m)          616.86   (f) ADJ UNCH    2 0
 HY0632
 HY0632.Superseded values are not recommended for survey control.
 HY0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0632.See file dsdata.txt to determine how the superseded data were derived.
 HY0632
 HY0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC945564(NAD 83)
 HY0632_MARKER: DB = BENCH MARK DISK
 HY0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0632_STAMPING: Z 116 1956
 HY0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0632+STABILITY: SURFACE MOTION
 HY0632
 HY0632  HISTORY     - Date     Condition        Report By
 HY0632  HISTORY     - 1956     MONUMENTED       CGS
 HY0632
 HY0632                          STATION DESCRIPTION
 HY0632
 HY0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0632'2.2 MI NW FROM YATES.
 HY0632'ABOUT 0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM CROSSING OF
 HY0632'THE CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 1.45
 HY0632'MILES WEST ALONG A GRAVEL AND BLACK TOP ROAD, THENCE ABOUT 0.45
 HY0632'MILE NORTH ALONG A BLACK-TOP ROAD, ABOUT 74 YARDS SOUTH OF
 HY0632'CONFLUENCE OF CREEK BRANCHES, 22 FEET EAST OF CENTER LINE OF
 HY0632'ROAD, 36 FEET WEST OF CENTER OF A CREEK, 151 YARDS SOUTH OF A
 HY0632'TWO-STORY FRAME HOUSE WHICH IS ON WEST SIDE OF HIGHWAY, 2.3
 HY0632'FEET SOUTHEAST OF POWER POLE NO. 515-2, 11 FEET SOUTH-SOUTHEAST
 HY0632'OF EAST END OF A 12-INCH CORRUGATED PIPE CULVERT UNDER ROAD,
 HY0632'ABOUT 2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 HY0632'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0244 ***********************************************************************
 HY0244  DESIGNATION -  Z 118
 HY0244  PID         -  HY0244
 HY0244  STATE/COUNTY-  WV/PUTNAM
 HY0244  USGS QUAD   -  MOUNT OLIVE (1975)
 HY0244
 HY0244                         *CURRENT SURVEY CONTROL
 HY0244  ___________________________________________________________________
 HY0244* NAD 83(1986)-  38 35 07.     (N)    082 00 13.     (W)     SCALED    
 HY0244* NAVD 88     -       173.760  (meters)     570.08   (feet)  POSTED    
 HY0244  ___________________________________________________________________
 HY0244  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HY0244  DYNAMIC HT  -         173.640 (meters)     569.68  (feet)  COMP
 HY0244  MODELED GRAV-     979,961.1   (mgal)                       NAVD 88
 HY0244
 HY0244  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HY0244
 HY0244.The horizontal coordinates were scaled from a topographic map and have
 HY0244.an estimated accuracy of +/- 6 seconds.
 HY0244
 HY0244.The orthometric height was determined by differential leveling
 HY0244.and adjusted by the National Geodetic Survey in 1992..
 HY0244.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HY0244.rate of 2.1 thru 3.0 mm/km.
 HY0244
 HY0244.The geoid height was determined by GEOID03.
 HY0244
 HY0244.The dynamic height is computed by dividing the NAVD 88
 HY0244.geopotential number by the normal gravity value computed on the
 HY0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0244.degrees latitude (g = 980.6199 gals.).
 HY0244
 HY0244.The modeled gravity was interpolated from observed gravity values.
 HY0244
 HY0244;                    North         East    Units  Estimated Accuracy
 HY0244;SPC WV S     -   176,420.      512,560.      MT  (+/- 180 meters Scaled)
 HY0244
 HY0244                          SUPERSEDED SURVEY CONTROL
 HY0244
 HY0244  NGVD 29 (??/??/92)  173.910  (m)          570.57   (f) ADJ UNCH    2 0
 HY0244
 HY0244.Superseded values are not recommended for survey control.
 HY0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0244.See file dsdata.txt to determine how the superseded data were derived.
 HY0244
 HY0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC125712(NAD 83)
 HY0244_MARKER: DB = BENCH MARK DISK
 HY0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0244_STAMPING: Z 118 1956
 HY0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0244+STABILITY: SURFACE MOTION
 HY0244
 HY0244  HISTORY     - Date     Condition        Report By
 HY0244  HISTORY     - 1956     MONUMENTED       CGS
 HY0244
 HY0244                          STATION DESCRIPTION
 HY0244
 HY0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0244'1.1 MI N FROM FRAZIERS BOTTOM.
 HY0244'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE CHURCH OF
 HY0244'GOD AT FRAZIERS BOTTOM, ABOUT 0.5 MILE SOUTH OF HIGHWAY BRIDGE
 HY0244'OVER FIVE AND TWENTY MILE CREEK, 32 FEET WEST OF CENTER LINE OF
 HY0244'HIGHWAY, 182 FEET EAST OF NORTHEAST CORNER OF A BRICK CHIMNEY AT
 HY0244'RUINS OF A HOUSE, 117 FEET SOUTHWEST AND ACROSS HIGHWAY FROM
 HY0244'TELEPHONE POLE NO. 61, 11 FEET SOUTH OF DRIVE TO ABANDONED HOUSE
 HY0244'SITE, 8 FEET NORTH OF POWER POLE NO. 1044 D11/MO4 0684 WITH A
 HY0244'TRANSFORMER, 2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE
 HY0244'WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF HIGHWAY AND SET
 HY0244'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0219 ***********************************************************************
 HY0219  DESIGNATION -  Z 119
 HY0219  PID         -  HY0219
 HY0219  STATE/COUNTY-  WV/CABELL
 HY0219  USGS QUAD   -  GLENWOOD (1990)
 HY0219
 HY0219                         *CURRENT SURVEY CONTROL
 HY0219  ___________________________________________________________________
 HY0219* NAD 83(1986)-  38 30 55.     (N)    082 08 36.     (W)     SCALED    
 HY0219* NAVD 88     -       194.133  (meters)     636.92   (feet)  POSTED    
 HY0219  ___________________________________________________________________
 HY0219  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HY0219  DYNAMIC HT  -         194.000 (meters)     636.48  (feet)  COMP
 HY0219  MODELED GRAV-     979,950.8   (mgal)                       NAVD 88
 HY0219
 HY0219  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HY0219
 HY0219.The horizontal coordinates were scaled from a topographic map and have
 HY0219.an estimated accuracy of +/- 6 seconds.
 HY0219
 HY0219.The orthometric height was determined by differential leveling
 HY0219.and adjusted by the National Geodetic Survey in 1992..
 HY0219.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HY0219.rate of 0.0 thru 1.0 mm/km.
 HY0219
 HY0219.The geoid height was determined by GEOID03.
 HY0219
 HY0219.The dynamic height is computed by dividing the NAVD 88
 HY0219.geopotential number by the normal gravity value computed on the
 HY0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0219.degrees latitude (g = 980.6199 gals.).
 HY0219
 HY0219.The modeled gravity was interpolated from observed gravity values.
 HY0219
 HY0219;                    North         East    Units  Estimated Accuracy
 HY0219;SPC WV S     -   168,800.      500,290.      MT  (+/- 180 meters Scaled)
 HY0219
 HY0219                          SUPERSEDED SURVEY CONTROL
 HY0219
 HY0219  NGVD 29 (??/??/92)  194.314  (m)          637.51   (f) ADJ UNCH    2 0
 HY0219
 HY0219.Superseded values are not recommended for survey control.
 HY0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0219.See file dsdata.txt to determine how the superseded data were derived.
 HY0219
 HY0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC003636(NAD 83)
 HY0219_MARKER: DB = BENCH MARK DISK
 HY0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0219_STAMPING: Z 119 1956
 HY0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0219+STABILITY: SURFACE MOTION
 HY0219
 HY0219  HISTORY     - Date     Condition        Report By
 HY0219  HISTORY     - 1956     MONUMENTED       CGS
 HY0219
 HY0219                          STATION DESCRIPTION
 HY0219
 HY0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY0219'8 MI NE FROM YATES.
 HY0219'0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM CROSSING OF THE
 HY0219'CHESAPEAKE AND OHIO RAILWAY AT YATES, THENCE ABOUT 1.5 MILES
 HY0219'EAST AND NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 3.15
 HY0219'MILES NORTH AND NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 1.85
 HY0219'MILES NORTH ALONG A BLACK TOP ROAD TO CROSSROADS AT DUDLEY GAP,
 HY0219'THENCE ABOUT 1.1 MILES NORTH ALONG A GRAVEL ROAD, 61 FEET
 HY0219'WEST-NORTHWEST OF CENTER LINE OF ROAD, 158 FEET NORTH-NORTHWEST
 HY0219'OF NORTHEAST CORNER OF AN UNPAINTED FRAME HOUSE, 68 FEET WEST OF
 HY0219'CENTER OF JUNCTION OF ROAD AND A ROAD WEST, 21 FEET SOUTH OF
 HY0219'CENTER LINE OF ROAD WEST, 24 FEET EAST OF A WHITE WOODEN WITNESS
 HY0219'POST, ABOUT LEVEL WITH ROAD WEST AND SET IN THE TOP OF A CONCRETE
 HY0219'POST PROJECTING 4 INCHES.  NOTE-- MARK IS REACHED FROM GLENWOOD,
 HY0219'MASON COUNTY, BY GOING ABOUT 4.05 MILES SOUTHEAST ALONG A GRAVEL
 HY0219'ROAD, THENCE ABOUT 1.65 MILE SOUTHWEST AND SOUTH ALONG A DIRT
 HY0219'ROAD, THENCE ABOUT 0.85 MILE SOUTHEAST ALONG A GRAVEL ROAD,
 HY0219'THENCE ABOUT 1.15 MILES SOUTH ALONG A DIRT ROAD, THENCE ABOUT
 HY0219'0.75 MILE SOUTH ALONG A GRAVEL ROAD LEADING TO DUDLEY GAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1001 ***********************************************************************
 HX1001  DESIGNATION -  Z 12
 HX1001  PID         -  HX1001
 HX1001  STATE/COUNTY-  WV/WEBSTER
 HX1001  USGS QUAD   -  COWEN (1995)
 HX1001
 HX1001                         *CURRENT SURVEY CONTROL
 HX1001  ___________________________________________________________________
 HX1001* NAD 83(1986)-  38 28 35.     (N)    080 33 00.     (W)     SCALED    
 HX1001* NAVD 88     -       536.173  (meters)    1759.09   (feet)  ADJUSTED  
 HX1001  ___________________________________________________________________
 HX1001  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 HX1001  DYNAMIC HT  -         535.773 (meters)    1757.78  (feet)  COMP
 HX1001  MODELED GRAV-     979,865.8   (mgal)                       NAVD 88
 HX1001
 HX1001  VERT ORDER  -  SECOND    CLASS 0
 HX1001
 HX1001.The horizontal coordinates were scaled from a topographic map and have
 HX1001.an estimated accuracy of +/- 6 seconds.
 HX1001
 HX1001.The orthometric height was determined by differential leveling
 HX1001.and adjusted by the National Geodetic Survey in June 1991..
 HX1001
 HX1001.The geoid height was determined by GEOID03.
 HX1001
 HX1001.The dynamic height is computed by dividing the NAVD 88
 HX1001.geopotential number by the normal gravity value computed on the
 HX1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1001.degrees latitude (g = 980.6199 gals.).
 HX1001
 HX1001.The modeled gravity was interpolated from observed gravity values.
 HX1001
 HX1001;                    North         East    Units  Estimated Accuracy
 HX1001;SPC WV S     -   163,960.      639,270.      MT  (+/- 180 meters Scaled)
 HX1001
 HX1001                          SUPERSEDED SURVEY CONTROL
 HX1001
 HX1001  NGVD 29 (??/??/92)  536.33   (m)         1759.6    (f) COMPUTED    2 0
 HX1001
 HX1001.Superseded values are not recommended for survey control.
 HX1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1001.See file dsdata.txt to determine how the superseded data were derived.
 HX1001
 HX1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC392587(NAD 83)
 HX1001_MARKER: DB = BENCH MARK DISK
 HX1001_SETTING: 66 = SET IN ROCK OUTCROP
 HX1001_SP_SET: ROCK LEDGE
 HX1001_STAMPING: Z 12 1934
 HX1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1001+STABILITY: POSITION/ELEVATION WELL
 HX1001
 HX1001  HISTORY     - Date     Condition        Report By
 HX1001  HISTORY     - 1934     MONUMENTED       CGS
 HX1001  HISTORY     - 1962     MARK NOT FOUND   NGS
 HX1001
 HX1001                          STATION DESCRIPTION
 HX1001
 HX1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX1001'0.5 MI N FROM ARCOLA.
 HX1001'0.5 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HX1001'STATION AT ARCOLA, WEBSTER COUNTY, ABOUT 5 RAILS NORTH OF THE
 HX1001'NORTH END OF A PASSING TRACK, 25 FEET EAST OF MILEPOST C 88,
 HX1001'15 FEET EAST OF THE CENTER LINE OF THE TRACK, AND IN THE TOP OF
 HX1001'A ROCK LEDGE, 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 HX1001'STAMPED Z 12 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0935 ***********************************************************************
 KY0935  DESIGNATION -  Z 120
 KY0935  PID         -  KY0935
 KY0935  STATE/COUNTY-  WV/BROOKE
 KY0935  USGS QUAD   -  TILTONSVILLE (1985)
 KY0935
 KY0935                         *CURRENT SURVEY CONTROL
 KY0935  ___________________________________________________________________
 KY0935* NAD 83(1986)-  40 11 09.     (N)    080 39 46.     (W)     SCALED    
 KY0935* NAVD 88     -       203.919  (meters)     669.02   (feet)  ADJUSTED  
 KY0935  ___________________________________________________________________
 KY0935  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY0935  DYNAMIC HT  -         203.811 (meters)     668.67  (feet)  COMP
 KY0935  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 KY0935
 KY0935  VERT ORDER  -  SECOND    CLASS 0
 KY0935
 KY0935.The horizontal coordinates were scaled from a topographic map and have
 KY0935.an estimated accuracy of +/- 6 seconds.
 KY0935
 KY0935.The orthometric height was determined by differential leveling
 KY0935.and adjusted by the National Geodetic Survey in June 1991..
 KY0935
 KY0935.The geoid height was determined by GEOID03.
 KY0935
 KY0935.The dynamic height is computed by dividing the NAVD 88
 KY0935.geopotential number by the normal gravity value computed on the
 KY0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0935.degrees latitude (g = 980.6199 gals.).
 KY0935
 KY0935.The modeled gravity was interpolated from observed gravity values.
 KY0935
 KY0935;                    North         East    Units  Estimated Accuracy
 KY0935;SPC WV N     -   187,800.      500,980.      MT  (+/- 180 meters Scaled)
 KY0935
 KY0935                          SUPERSEDED SURVEY CONTROL
 KY0935
 KY0935  NGVD 29 (??/??/92)  204.111  (m)          669.65   (f) ADJ UNCH    2 0
 KY0935
 KY0935.Superseded values are not recommended for survey control.
 KY0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0935.See file dsdata.txt to determine how the superseded data were derived.
 KY0935
 KY0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE287484(NAD 83)
 KY0935_MARKER: DB = BENCH MARK DISK
 KY0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0935_SP_SET: BRIDGE
 KY0935_STAMPING: Z 120 1957
 KY0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0935
 KY0935  HISTORY     - Date     Condition        Report By
 KY0935  HISTORY     - 1957     MONUMENTED       CGS
 KY0935
 KY0935                          STATION DESCRIPTION
 KY0935
 KY0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0935'0.8 MI E FROM SHORT CREEK.
 KY0935'ABOUT 0.75 MILE EAST ALONG A BLACK TOP ROAD FOLLOWING SHORT CREEK
 KY0935'FROM THE JUNCTION OF STATE HIGHWAY 2 AT SHORT CREEK, ABOUT 0.15
 KY0935'MILE NORTHWEST OF JUNCTION OF A ROAD NORTHEAST TO OHIO COUNTY
 KY0935'AIRPORT, 0.55 MILE EAST OF JUNCTION OF WINDSOR HEIGHTS ROAD, IN
 KY0935'THE TOP OF THE EAST END OF NORTH CONCRETE ABUTMENT OF A BRIDGE
 KY0935'OVER MOUTH OF GIRTY RUN, 21 FEET EAST OF CENTER LINE OF ROAD, 1
 KY0935'FOOT EAST OF NORTH END OF ANGLE IRON BANISTER AND ABOUT LEVEL
 KY0935'WITH BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0898 ***********************************************************************
 KY0898  DESIGNATION -  Z 121
 KY0898  PID         -  KY0898
 KY0898  STATE/COUNTY-  WV/MARSHALL
 KY0898  USGS QUAD   -  WHEELING (1994)
 KY0898
 KY0898                         *CURRENT SURVEY CONTROL
 KY0898  ___________________________________________________________________
 KY0898* NAD 83(1986)-  40 01 08.     (N)    080 39 10.     (W)     SCALED    
 KY0898* NAVD 88     -       215.171  (meters)     705.94   (feet)  ADJUSTED  
 KY0898  ___________________________________________________________________
 KY0898  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY0898  DYNAMIC HT  -         215.048 (meters)     705.54  (feet)  COMP
 KY0898  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 KY0898
 KY0898  VERT ORDER  -  SECOND    CLASS 0
 KY0898
 KY0898.The horizontal coordinates were scaled from a topographic map and have
 KY0898.an estimated accuracy of +/- 6 seconds.
 KY0898
 KY0898.The orthometric height was determined by differential leveling
 KY0898.and adjusted by the National Geodetic Survey in June 1991..
 KY0898
 KY0898.The geoid height was determined by GEOID03.
 KY0898
 KY0898.The dynamic height is computed by dividing the NAVD 88
 KY0898.geopotential number by the normal gravity value computed on the
 KY0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0898.degrees latitude (g = 980.6199 gals.).
 KY0898
 KY0898.The modeled gravity was interpolated from observed gravity values.
 KY0898
 KY0898;                    North         East    Units  Estimated Accuracy
 KY0898;SPC WV N     -   169,260.      501,590.      MT  (+/- 180 meters Scaled)
 KY0898
 KY0898                          SUPERSEDED SURVEY CONTROL
 KY0898
 KY0898  NGVD 29 (??/??/92)  215.320  (m)          706.43   (f) ADJ UNCH    2 0
 KY0898
 KY0898.Superseded values are not recommended for survey control.
 KY0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0898.See file dsdata.txt to determine how the superseded data were derived.
 KY0898
 KY0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE296299(NAD 83)
 KY0898_MARKER: DB = BENCH MARK DISK
 KY0898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0898_SP_SET: CULVERT
 KY0898_STAMPING: Z 121 1957
 KY0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0898
 KY0898  HISTORY     - Date     Condition        Report By
 KY0898  HISTORY     - 1957     MONUMENTED       CGS
 KY0898
 KY0898                          STATION DESCRIPTION
 KY0898
 KY0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0898'2.1 MI S FROM ELM GROVE.
 KY0898'ABOUT 2.1 MILES SOUTH ALONG A BLACK TOP ROAD FOLLOWING WHEELING
 KY0898'CREEK FROM THE PUBLIC SCHOOL AT ELM GROVE, ABOUT 0.2 MILE
 KY0898'NORTH OF A SMALL CONCRETE BLOCK SCHOOL, IN THE TOP OF EAST
 KY0898'END OF WEST CONCRETE WING WALL OF A 70-INCH PIPE CULVERT WITH
 KY0898'CONCRETE HEAD WALLS, 14 1/2 FEET SOUTHWEST OF CENTER LINE OF
 KY0898'ROAD, AND 1/2 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0745 ***********************************************************************
 JX0745  DESIGNATION -  Z 123
 JX0745  PID         -  JX0745
 JX0745  STATE/COUNTY-  WV/MARSHALL
 JX0745  USGS QUAD   -  MOUNDSVILLE (1997)
 JX0745
 JX0745                         *CURRENT SURVEY CONTROL
 JX0745  ___________________________________________________________________
 JX0745* NAD 83(1986)-  39 55 04.     (N)    080 38 10.     (W)     SCALED    
 JX0745* NAVD 88     -       417.840  (meters)    1370.86   (feet)  ADJUSTED  
 JX0745  ___________________________________________________________________
 JX0745  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JX0745  DYNAMIC HT  -         417.595 (meters)    1370.06  (feet)  COMP
 JX0745  MODELED GRAV-     980,026.4   (mgal)                       NAVD 88
 JX0745
 JX0745  VERT ORDER  -  SECOND    CLASS 0
 JX0745
 JX0745.The horizontal coordinates were scaled from a topographic map and have
 JX0745.an estimated accuracy of +/- 6 seconds.
 JX0745
 JX0745.The orthometric height was determined by differential leveling
 JX0745.and adjusted by the National Geodetic Survey in June 1991..
 JX0745
 JX0745.The geoid height was determined by GEOID03.
 JX0745
 JX0745.The dynamic height is computed by dividing the NAVD 88
 JX0745.geopotential number by the normal gravity value computed on the
 JX0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0745.degrees latitude (g = 980.6199 gals.).
 JX0745
 JX0745.The modeled gravity was interpolated from observed gravity values.
 JX0745
 JX0745;                    North         East    Units  Estimated Accuracy
 JX0745;SPC WV N     -   158,010.      502,870.      MT  (+/- 180 meters Scaled)
 JX0745
 JX0745                          SUPERSEDED SURVEY CONTROL
 JX0745
 JX0745  NGVD 29 (??/??/92)  417.981  (m)         1371.33   (f) ADJ UNCH    2 0
 JX0745
 JX0745.Superseded values are not recommended for survey control.
 JX0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0745.See file dsdata.txt to determine how the superseded data were derived.
 JX0745
 JX0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE310186(NAD 83)
 JX0745_MARKER: DB = BENCH MARK DISK
 JX0745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0745_SP_SET: CATCH BASIN
 JX0745_STAMPING: Z 123 1957
 JX0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0745
 JX0745  HISTORY     - Date     Condition        Report By
 JX0745  HISTORY     - 1957     MONUMENTED       CGS
 JX0745  HISTORY     - 1983     GOOD             NGS
 JX0745
 JX0745                          STATION DESCRIPTION
 JX0745
 JX0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0745'0.7 MI NW FROM PLEASANT VALLEY.
 JX0745'ABOUT 0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE METHODIST
 JX0745'CHURCH AT PLEASANT VALLEY, 18 FEET WEST-SOUTHWEST OF CENTER LINE
 JX0745'OF HIGHWAY, 67 1/2 FEET NORTH-NORTHWEST OF CENTER OF A GRASSY
 JX0745'TRIANGLE FORMED BY JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST,
 JX0745'IN THE TOP OF THE NORTHWEST END OF CONCRETE HEAD WALL WITH CATCH
 JX0745'BASIN FOR A PIPE CULVERT UNDER HIGHWAY AND ABOUT LEVEL WITH
 JX0745'HIGHWAY.
 JX0745
 JX0745                          STATION RECOVERY (1983)
 JX0745
 JX0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0767 ***********************************************************************
 JX0767  DESIGNATION -  Z 124
 JX0767  PID         -  JX0767
 JX0767  STATE/COUNTY-  WV/MARSHALL
 JX0767  USGS QUAD   -  MAJORSVILLE (1988)
 JX0767
 JX0767                         *CURRENT SURVEY CONTROL
 JX0767  ___________________________________________________________________
 JX0767* NAD 83(1986)-  39 56 54.     (N)    080 32 51.     (W)     SCALED    
 JX0767* NAVD 88     -       365.374  (meters)    1198.73   (feet)  ADJUSTED  
 JX0767  ___________________________________________________________________
 JX0767  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JX0767  DYNAMIC HT  -         365.160 (meters)    1198.03  (feet)  COMP
 JX0767  MODELED GRAV-     980,028.4   (mgal)                       NAVD 88
 JX0767
 JX0767  VERT ORDER  -  SECOND    CLASS 0
 JX0767
 JX0767.The horizontal coordinates were scaled from a topographic map and have
 JX0767.an estimated accuracy of +/- 6 seconds.
 JX0767
 JX0767.The orthometric height was determined by differential leveling
 JX0767.and adjusted by the National Geodetic Survey in June 1991..
 JX0767
 JX0767.The geoid height was determined by GEOID03.
 JX0767
 JX0767.The dynamic height is computed by dividing the NAVD 88
 JX0767.geopotential number by the normal gravity value computed on the
 JX0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0767.degrees latitude (g = 980.6199 gals.).
 JX0767
 JX0767.The modeled gravity was interpolated from observed gravity values.
 JX0767
 JX0767;                    North         East    Units  Estimated Accuracy
 JX0767;SPC WV N     -   161,310.      510,490.      MT  (+/- 180 meters Scaled)
 JX0767
 JX0767                          SUPERSEDED SURVEY CONTROL
 JX0767
 JX0767  NGVD 29 (??/??/92)  365.513  (m)         1199.19   (f) ADJ UNCH    2 0
 JX0767
 JX0767.Superseded values are not recommended for survey control.
 JX0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0767.See file dsdata.txt to determine how the superseded data were derived.
 JX0767
 JX0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE386221(NAD 83)
 JX0767_MARKER: DB = BENCH MARK DISK
 JX0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0767_STAMPING: Z 124 1957
 JX0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0767+STABILITY: SURFACE MOTION
 JX0767
 JX0767  HISTORY     - Date     Condition        Report By
 JX0767  HISTORY     - 1957     MONUMENTED       CGS
 JX0767
 JX0767                          STATION DESCRIPTION
 JX0767
 JX0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0767'1.1 MI N FROM CALIS.
 JX0767'ABOUT 1.1 MILES NORTH ALONG A GRAVEL ROAD LEADING TO MAJORSVILLE
 JX0767'FROM MOUNT HOPE CHURCH AND CEMETERY AT CALIS, ABOUT 0.8 MILE
 JX0767'SOUTHWEST AND UPHILL FROM SOUTH END OF AN IRON BRIDGE OVER
 JX0767'WHEELING CREEK, 0.5 MILE NORTHEAST OF JUNCTION OF A GRAVEL ROAD
 JX0767'LEADING NORTHWEST, 16 FEET NORTHWEST OF CENTER LINE OF ROAD, 84
 JX0767'FEET WEST AND ACROSS ROAD FROM THE WEST CORNER OF A BARN, 5
 JX0767'FEET SOUTHWEST OF AN 8-INCH FORKED BLACK WALNUT TREE, 43 FEET
 JX0767'SOUTHWEST OF CENTER LINE OF A DRIVE SOUTH TO A FIELD, 1 1/2
 JX0767'FEET WEST OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0544 ***********************************************************************
 JX0544  DESIGNATION -  Z 125
 JX0544  PID         -  JX0544
 JX0544  STATE/COUNTY-  WV/WETZEL
 JX0544  USGS QUAD   -  LITTLETON (1976)
 JX0544
 JX0544                         *CURRENT SURVEY CONTROL
 JX0544  ___________________________________________________________________
 JX0544* NAD 83(1986)-  39 41 59.     (N)    080 36 48.     (W)     SCALED    
 JX0544* NAVD 88     -       398.706  (meters)    1308.09   (feet)  POSTED    
 JX0544  ___________________________________________________________________
 JX0544  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0544  DYNAMIC HT  -         398.480 (meters)    1307.35  (feet)  COMP
 JX0544  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 JX0544
 JX0544  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JX0544
 JX0544.The horizontal coordinates were scaled from a topographic map and have
 JX0544.an estimated accuracy of +/- 6 seconds.
 JX0544
 JX0544.The orthometric height was determined by differential leveling
 JX0544.and adjusted by the National Geodetic Survey in 1992..
 JX0544.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JX0544.rate of 3.1 thru 4.0 mm/km.
 JX0544
 JX0544.The geoid height was determined by GEOID03.
 JX0544
 JX0544.The dynamic height is computed by dividing the NAVD 88
 JX0544.geopotential number by the normal gravity value computed on the
 JX0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0544.degrees latitude (g = 980.6199 gals.).
 JX0544
 JX0544.The modeled gravity was interpolated from observed gravity values.
 JX0544
 JX0544;                    North         East    Units  Estimated Accuracy
 JX0544;SPC WV N     -   133,780.      504,520.      MT  (+/- 180 meters Scaled)
 JX0544
 JX0544                          SUPERSEDED SURVEY CONTROL
 JX0544
 JX0544  NGVD 29 (??/??/92)  398.850  (m)         1308.56   (f) ADJ UNCH    2 0
 JX0544
 JX0544.Superseded values are not recommended for survey control.
 JX0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0544.See file dsdata.txt to determine how the superseded data were derived.
 JX0544
 JX0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND331945(NAD 83)
 JX0544_MARKER: DB = BENCH MARK DISK
 JX0544_SETTING: 66 = SET IN ROCK OUTCROP
 JX0544_SP_SET: ROCK SHELF
 JX0544_STAMPING: Z 125 1957
 JX0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0544+STABILITY: POSITION/ELEVATION WELL
 JX0544
 JX0544  HISTORY     - Date     Condition        Report By
 JX0544  HISTORY     - 1957     MONUMENTED       CGS
 JX0544
 JX0544                          STATION DESCRIPTION
 JX0544
 JX0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0544'1.2 MI NE FROM SILVER HILL.
 JX0544'ABOUT 1.25 MILES NORTHEAST ALONG STATE HIGHWAY 89 FROM THE BRIDGE
 JX0544'OVER LAUREL RUN AND POST OFFICE AT SILVER HILL, ABOUT 0.8 MILE
 JX0544'NORTHEAST OF SCHOOL AT SILVER HILL, AT MILLER CHAPEL, AT JUNCTION
 JX0544'OF A GRAVEL ROAD LEADING SOUTHEAST, SET VERTICALLY IN THE NORTHWEST
 JX0544'FACE OF A ROCK SHELF, 25 FEET SOUTH OF CENTER LINE OF HIGHWAY, 33
 JX0544'FEET NORTHEAST OF CENTER LINE OF GRAVEL ROAD, 26 FEET NORTHWEST
 JX0544'OF NORTHWEST FACE (BACK) OF CHURCH, 28 1/2 FEET WEST OF NORTH
 JX0544'CORNER OF CHURCH, AND ABOUT 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0563 ***********************************************************************
 JX0563  DESIGNATION -  Z 126
 JX0563  PID         -  JX0563
 JX0563  STATE/COUNTY-  WV/MARSHALL
 JX0563  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0563
 JX0563                         *CURRENT SURVEY CONTROL
 JX0563  ___________________________________________________________________
 JX0563* NAD 83(1986)-  39 43 47.     (N)    080 45 57.     (W)     SCALED    
 JX0563* NAVD 88     -       402.125  (meters)    1319.31   (feet)  ADJUSTED  
 JX0563  ___________________________________________________________________
 JX0563  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JX0563  DYNAMIC HT  -         401.899 (meters)    1318.56  (feet)  COMP
 JX0563  MODELED GRAV-     980,051.3   (mgal)                       NAVD 88
 JX0563
 JX0563  VERT ORDER  -  SECOND    CLASS 0
 JX0563
 JX0563.The horizontal coordinates were scaled from a topographic map and have
 JX0563.an estimated accuracy of +/- 6 seconds.
 JX0563
 JX0563.The orthometric height was determined by differential leveling
 JX0563.and adjusted by the National Geodetic Survey in June 1991..
 JX0563
 JX0563.The geoid height was determined by GEOID03.
 JX0563
 JX0563.The dynamic height is computed by dividing the NAVD 88
 JX0563.geopotential number by the normal gravity value computed on the
 JX0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0563.degrees latitude (g = 980.6199 gals.).
 JX0563
 JX0563.The modeled gravity was interpolated from observed gravity values.
 JX0563
 JX0563;                    North         East    Units  Estimated Accuracy
 JX0563;SPC WV N     -   137,290.      491,490.      MT  (+/- 180 meters Scaled)
 JX0563
 JX0563                          SUPERSEDED SURVEY CONTROL
 JX0563
 JX0563  NGVD 29 (??/??/92)  402.290  (m)         1319.85   (f) ADJ UNCH    2 0
 JX0563
 JX0563.Superseded values are not recommended for survey control.
 JX0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0563.See file dsdata.txt to determine how the superseded data were derived.
 JX0563
 JX0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND200977(NAD 83)
 JX0563_MARKER: DB = BENCH MARK DISK
 JX0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0563_SP_SET: BUILDING
 JX0563_STAMPING: Z 126 1957
 JX0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0563
 JX0563  HISTORY     - Date     Condition        Report By
 JX0563  HISTORY     - 1957     MONUMENTED       CGS
 JX0563  HISTORY     - 1983     GOOD             NGS
 JX0563
 JX0563                          STATION DESCRIPTION
 JX0563
 JX0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0563'1.8 MI SE FROM FAIRVIEW.
 JX0563'ABOUT 1.8 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 JX0563'SCHOOL AND CROSSROAD AT FAIRVIEW, 0.2 MILE SOUTHEAST OF JUNCTION
 JX0563'OF A ROAD NORTH, AT A CONCRETE BLOCK SCHOOL BUILDING, SET
 JX0563'VERTICALLY IN THE WEST FACE OF CONCRETE FOUNDATION OF BUILDING,
 JX0563'3 FEET SOUTH OF NORTHWEST CORNER OF BUILDING, 10 FEET NORTH OF
 JX0563'CENTER OF DOOR TO JANITORS SUPPLY ROOM AND 1 FOOT ABOVE GROUND.
 JX0563
 JX0563                          STATION RECOVERY (1983)
 JX0563
 JX0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0713 ***********************************************************************
 JX0713  DESIGNATION -  Z 127
 JX0713  PID         -  JX0713
 JX0713  STATE/COUNTY-  WV/MARSHALL
 JX0713  USGS QUAD   -  POWHATAN POINT (1984)
 JX0713
 JX0713                         *CURRENT SURVEY CONTROL
 JX0713  ___________________________________________________________________
 JX0713* NAD 83(1986)-  39 48 41.     (N)    080 46 34.     (W)     SCALED    
 JX0713* NAVD 88     -       195.173  (meters)     640.33   (feet)  ADJUSTED  
 JX0713  ___________________________________________________________________
 JX0713  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JX0713  DYNAMIC HT  -         195.064 (meters)     639.97  (feet)  COMP
 JX0713  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 JX0713
 JX0713  VERT ORDER  -  SECOND    CLASS 0
 JX0713
 JX0713.The horizontal coordinates were scaled from a topographic map and have
 JX0713.an estimated accuracy of +/- 6 seconds.
 JX0713
 JX0713.The orthometric height was determined by differential leveling
 JX0713.and adjusted by the National Geodetic Survey in June 1991..
 JX0713
 JX0713.The geoid height was determined by GEOID03.
 JX0713
 JX0713.The dynamic height is computed by dividing the NAVD 88
 JX0713.geopotential number by the normal gravity value computed on the
 JX0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0713.degrees latitude (g = 980.6199 gals.).
 JX0713
 JX0713.The modeled gravity was interpolated from observed gravity values.
 JX0713
 JX0713;                    North         East    Units  Estimated Accuracy
 JX0713;SPC WV N     -   146,360.      490,740.      MT  (+/- 180 meters Scaled)
 JX0713
 JX0713                          SUPERSEDED SURVEY CONTROL
 JX0713
 JX0713  NGVD 29 (??/??/92)  195.315  (m)          640.80   (f) ADJ UNCH    2 0
 JX0713
 JX0713.Superseded values are not recommended for survey control.
 JX0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0713.See file dsdata.txt to determine how the superseded data were derived.
 JX0713
 JX0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE191068(NAD 83)
 JX0713_MARKER: DB = BENCH MARK DISK
 JX0713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0713_SP_SET: BRIDGE
 JX0713_STAMPING: Z 127 1957
 JX0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0713
 JX0713  HISTORY     - Date     Condition        Report By
 JX0713  HISTORY     - 1957     MONUMENTED       CGS
 JX0713  HISTORY     - 1983     GOOD             NGS
 JX0713
 JX0713                          STATION DESCRIPTION
 JX0713
 JX0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0713'1.9 MI SE FROM GRAYSVILLE.
 JX0713'ABOUT 1.9 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING FISH
 JX0713'CREEK FROM THE SCHOOL AT GRAYSVILLE, AT A BRIDGE OVER MOUTH OF
 JX0713'BIG TRIBBLE CREEK, IN THE TOP OF THE SOUTHEAST END OF THE
 JX0713'NORTHEAST CONCRETE ABUTMENT OF 45-FOOT STEEL BRIDGE, 9 FEET
 JX0713'SOUTHEAST OF CENTER LINE OF ROAD AND ABOUT 1 FOOT BELOW LEVEL
 JX0713'OF ROAD.
 JX0713
 JX0713                          STATION RECOVERY (1983)
 JX0713
 JX0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2282 ***********************************************************************
 JX2282  DESIGNATION -  Z 127 RESET
 JX2282  PID         -  JX2282
 JX2282  STATE/COUNTY-  WV/MARSHALL
 JX2282  USGS QUAD   -  POWHATAN POINT (1984)
 JX2282
 JX2282                         *CURRENT SURVEY CONTROL
 JX2282  ___________________________________________________________________
 JX2282* NAD 83(1986)-  39 48 41.     (N)    080 46 34.     (W)     SCALED    
 JX2282* NAVD 88     -       194.73   (meters)     638.9    (feet)  RESET     
 JX2282  ___________________________________________________________________
 JX2282  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JX2282
 JX2282  VERT ORDER  -  THIRD
 JX2282
 JX2282.The horizontal coordinates were scaled from a topographic map and have
 JX2282.an estimated accuracy of +/- 6 seconds.
 JX2282
 JX2282.The orthometric height was computed from unverified reset data.
 JX2282.No vertical observational check was made to the station.
 JX2282
 JX2282.The geoid height was determined by GEOID03.
 JX2282
 JX2282;                    North         East    Units  Estimated Accuracy
 JX2282;SPC WV N     -   146,360.      490,740.      MT  (+/- 180 meters Scaled)
 JX2282
 JX2282                          SUPERSEDED SURVEY CONTROL
 JX2282
 JX2282  NGVD 29 (09/25/03)  194.87   (m)          639.3    (f) RESET       3  
 JX2282
 JX2282.Superseded values are not recommended for survey control.
 JX2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2282.See file dsdata.txt to determine how the superseded data were derived.
 JX2282
 JX2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE191068(NAD 83)
 JX2282_MARKER: DV = VERTICAL CONTROL DISK
 JX2282_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JX2282_SP_SET: WINGWALL
 JX2282_STAMPING: Z 127 RESET 1988
 JX2282_MARK LOGO: NGS   
 JX2282_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2282
 JX2282  HISTORY     - Date     Condition        Report By
 JX2282  HISTORY     - 1988     MONUMENTED       WVHD
 JX2282
 JX2282                          STATION DESCRIPTION
 JX2282
 JX2282'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1988
 JX2282'1.9 MILES (3.1 KM) SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING FISH CREEK
 JX2282'FROM THE SCHOOL AT GRAYSVILLE, AT A BRIDGE OVER BIG TRIBBLE CREEK,
 JX2282'3.72 MILES (5.99 KM) EAST OF WEST VIRGINIA ROUTE 2, IN THE SOUTHEAST
 JX2282'END OF THE NORTHEAST ABUTMENT OF A 45-FOOT STEEL BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0471 ***********************************************************************
 JX0471  DESIGNATION -  Z 128
 JX0471  PID         -  JX0471
 JX0471  STATE/COUNTY-  WV/WETZEL
 JX0471  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0471
 JX0471                         *CURRENT SURVEY CONTROL
 JX0471  ___________________________________________________________________
 JX0471* NAD 83(1986)-  39 41 51.     (N)    080 50 25.     (W)     SCALED    
 JX0471* NAVD 88     -       195.650  (meters)     641.89   (feet)  ADJUSTED  
 JX0471  ___________________________________________________________________
 JX0471  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JX0471  DYNAMIC HT  -         195.539 (meters)     641.53  (feet)  COMP
 JX0471  MODELED GRAV-     980,057.6   (mgal)                       NAVD 88
 JX0471
 JX0471  VERT ORDER  -  FIRST     CLASS II
 JX0471
 JX0471.The horizontal coordinates were scaled from a topographic map and have
 JX0471.an estimated accuracy of +/- 6 seconds.
 JX0471
 JX0471.The orthometric height was determined by differential leveling
 JX0471.and adjusted by the National Geodetic Survey in June 1991..
 JX0471.WARNING-Repeat measurements at this control monument indicate possible
 JX0471.vertical movement.
 JX0471
 JX0471.The geoid height was determined by GEOID03.
 JX0471
 JX0471.The dynamic height is computed by dividing the NAVD 88
 JX0471.geopotential number by the normal gravity value computed on the
 JX0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0471.degrees latitude (g = 980.6199 gals.).
 JX0471
 JX0471.The modeled gravity was interpolated from observed gravity values.
 JX0471
 JX0471;                    North         East    Units  Estimated Accuracy
 JX0471;SPC WV N     -   133,800.      485,060.      MT  (+/- 180 meters Scaled)
 JX0471
 JX0471                          SUPERSEDED SURVEY CONTROL
 JX0471
 JX0471  NGVD 29 (??/??/92)  195.924  (m)          642.79   (f) ADJ UNCH    1 2
 JX0471
 JX0471.Superseded values are not recommended for survey control.
 JX0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0471.See file dsdata.txt to determine how the superseded data were derived.
 JX0471
 JX0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND136941(NAD 83)
 JX0471_MARKER: DB = BENCH MARK DISK
 JX0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0471_SP_SET: CULVERT
 JX0471_STAMPING: Z 128 1957
 JX0471_MARK LOGO: CGS   
 JX0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0471
 JX0471  HISTORY     - Date     Condition        Report By
 JX0471  HISTORY     - 1957     MONUMENTED       CGS
 JX0471  HISTORY     - 1983     GOOD             NGS
 JX0471
 JX0471                          STATION DESCRIPTION
 JX0471
 JX0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0471'1.2 MI SW FROM PROCTOR.
 JX0471'ABOUT 1.25 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0471'FROM THE BRIDGE OVER PROCTOR CREEK AT PROCTOR, NEAR RAILROAD
 JX0471'BRIDGE NO. 329, ALONG STATE HIGHWAY 2, IN THE TOP OF THE
 JX0471'SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF AN 8-FOOT CONCRETE
 JX0471'BOX CULVERT UNDER HIGHWAY, 85 FEET SOUTHEAST AND ACROSS HIGHWAY
 JX0471'FROM SOUTHEAST RAIL, 24 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY
 JX0471'AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 JX0471
 JX0471                          STATION RECOVERY (1983)
 JX0471
 JX0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0471'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE WITH
 JX0471'THE FOLLOWING ADDITION.
 JX0471'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0658 ***********************************************************************
 JX0658  DESIGNATION -  Z 129
 JX0658  PID         -  JX0658
 JX0658  STATE/COUNTY-  WV/WETZEL
 JX0658  USGS QUAD   -  PINE GROVE (1976)
 JX0658
 JX0658                         *CURRENT SURVEY CONTROL
 JX0658  ___________________________________________________________________
 JX0658* NAD 83(1986)-  39 36 10.     (N)    080 39 33.     (W)     SCALED    
 JX0658* NAVD 88     -       336.023  (meters)    1102.44   (feet)  ADJUSTED  
 JX0658  ___________________________________________________________________
 JX0658  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0658  DYNAMIC HT  -         335.828 (meters)    1101.80  (feet)  COMP
 JX0658  MODELED GRAV-     980,035.4   (mgal)                       NAVD 88
 JX0658
 JX0658  VERT ORDER  -  SECOND    CLASS 0
 JX0658
 JX0658.The horizontal coordinates were scaled from a topographic map and have
 JX0658.an estimated accuracy of +/- 6 seconds.
 JX0658
 JX0658.The orthometric height was determined by differential leveling
 JX0658.and adjusted by the National Geodetic Survey in June 1991..
 JX0658
 JX0658.The geoid height was determined by GEOID03.
 JX0658
 JX0658.The dynamic height is computed by dividing the NAVD 88
 JX0658.geopotential number by the normal gravity value computed on the
 JX0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0658.degrees latitude (g = 980.6199 gals.).
 JX0658
 JX0658.The modeled gravity was interpolated from observed gravity values.
 JX0658
 JX0658;                    North         East    Units  Estimated Accuracy
 JX0658;SPC WV N     -   123,070.      500,450.      MT  (+/- 180 meters Scaled)
 JX0658
 JX0658                          SUPERSEDED SURVEY CONTROL
 JX0658
 JX0658  NGVD 29 (??/??/92)  336.183  (m)         1102.96   (f) ADJ UNCH    2 0
 JX0658
 JX0658.Superseded values are not recommended for survey control.
 JX0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0658.See file dsdata.txt to determine how the superseded data were derived.
 JX0658
 JX0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND292837(NAD 83)
 JX0658_MARKER: DB = BENCH MARK DISK
 JX0658_SETTING: 66 = SET IN ROCK OUTCROP
 JX0658_SP_SET: ROCK CUT
 JX0658_STAMPING: Z 129 1957
 JX0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0658+STABILITY: POSITION/ELEVATION WELL
 JX0658
 JX0658  HISTORY     - Date     Condition        Report By
 JX0658  HISTORY     - 1957     MONUMENTED       CGS
 JX0658
 JX0658                          STATION DESCRIPTION
 JX0658
 JX0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0658'3.8 MI NE FROM PINE GROVE.
 JX0658'ABOUT 1.95 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 JX0658'JUNCTION OF STATE HIGHWAY 20 AND EAST END OF HIGHWAY BRIDGE OVER
 JX0658'NORTH FORK AT PINE GROVE, THENCE ABOUT 1.85 MILES NORTH ALONG A
 JX0658'BLACK TOP ROAD, ON THE SOUTH SLOPE OF A LONG CROOKED HILL, SET
 JX0658'VERTICALLY IN THE EAST FACE OF A PROJECTION OF ROCK IN A CUT, 21
 JX0658'FEET WEST OF CENTER LINE OF ROAD, 30 FEET SOUTH OF A 2-INCH PIPE
 JX0658'LINE CROSSING ROAD AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1815 ***********************************************************************
 HX1815  DESIGNATION -  Z 13
 HX1815  PID         -  HX1815
 HX1815  STATE/COUNTY-  WV/NICHOLAS
 HX1815  USGS QUAD   -  GILBOA (1976)
 HX1815
 HX1815                         *CURRENT SURVEY CONTROL
 HX1815  ___________________________________________________________________
 HX1815* NAD 83(1986)-  38 16 14.     (N)    080 59 52.     (W)     SCALED    
 HX1815* NAVD 88     -       341.939  (meters)    1121.84   (feet)  ADJUSTED  
 HX1815  ___________________________________________________________________
 HX1815  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HX1815  DYNAMIC HT  -         341.692 (meters)    1121.03  (feet)  COMP
 HX1815  MODELED GRAV-     979,897.2   (mgal)                       NAVD 88
 HX1815
 HX1815  VERT ORDER  -  SECOND    CLASS 0
 HX1815
 HX1815.The horizontal coordinates were scaled from a topographic map and have
 HX1815.an estimated accuracy of +/- 6 seconds.
 HX1815
 HX1815.The orthometric height was determined by differential leveling
 HX1815.and adjusted by the National Geodetic Survey in June 1991..
 HX1815
 HX1815.The geoid height was determined by GEOID03.
 HX1815
 HX1815.The dynamic height is computed by dividing the NAVD 88
 HX1815.geopotential number by the normal gravity value computed on the
 HX1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1815.degrees latitude (g = 980.6199 gals.).
 HX1815
 HX1815.The modeled gravity was interpolated from observed gravity values.
 HX1815
 HX1815;                    North         East    Units  Estimated Accuracy
 HX1815;SPC WV S     -   141,020.      600,190.      MT  (+/- 180 meters Scaled)
 HX1815
 HX1815                          SUPERSEDED SURVEY CONTROL
 HX1815
 HX1815  NGVD 29 (??/??/92)  342.122  (m)         1122.45   (f) ADJ UNCH    2 0
 HX1815
 HX1815.Superseded values are not recommended for survey control.
 HX1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1815.See file dsdata.txt to determine how the superseded data were derived.
 HX1815
 HX1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC001358(NAD 83)
 HX1815_MARKER: DB = BENCH MARK DISK
 HX1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1815_STAMPING: Z 13 1934
 HX1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1815+STABILITY: SURFACE MOTION
 HX1815
 HX1815  HISTORY     - Date     Condition        Report By
 HX1815  HISTORY     - 1934     MONUMENTED       CGS
 HX1815  HISTORY     - 1961     GOOD             NGS
 HX1815
 HX1815                          STATION DESCRIPTION
 HX1815
 HX1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HX1815'AT DRENNEN.
 HX1815'AT DRENNEN, ABOUT 130 YARDS NORTHEAST OF THE SOUTHEAST CORNER OF
 HX1815'THE POST OFFICE BUILDING, ALONG STATE HIGHWAY 39, 21 FEET
 HX1815'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 117 YARDS NORTHEAST
 HX1815'OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A BLACK TOP
 HX1815'ROAD LEADING SOUTH, 32 FEET NORTHWEST OF THE CENTER LINE OF A
 HX1815'PRIVATE DIRT ROAD LEADING EAST, 5 1/2 FEET NORTHEAST OF TELEPHONE
 HX1815'POLE NO. 726 AND IN LINE WITH A ROW OF POLES, 1.2 FEET SOUTHWEST
 HX1815'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 HX1815'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 HX1815'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0569 ***********************************************************************
 JX0569  DESIGNATION -  Z 130
 JX0569  PID         -  JX0569
 JX0569  STATE/COUNTY-  WV/WETZEL
 JX0569  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX0569
 JX0569                         *CURRENT SURVEY CONTROL
 JX0569  ___________________________________________________________________
 JX0569* NAD 83(1986)-  39 38 33.     (N)    080 51 23.     (W)     SCALED    
 JX0569* NAVD 88     -       191.201  (meters)     627.30   (feet)  ADJUSTED  
 JX0569  ___________________________________________________________________
 JX0569  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JX0569  DYNAMIC HT  -         191.092 (meters)     626.94  (feet)  COMP
 JX0569  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 JX0569
 JX0569  VERT ORDER  -  FIRST     CLASS II
 JX0569
 JX0569.The horizontal coordinates were scaled from a topographic map and have
 JX0569.an estimated accuracy of +/- 6 seconds.
 JX0569
 JX0569.The orthometric height was determined by differential leveling
 JX0569.and adjusted by the National Geodetic Survey in June 1991..
 JX0569
 JX0569.The geoid height was determined by GEOID03.
 JX0569
 JX0569.The dynamic height is computed by dividing the NAVD 88
 JX0569.geopotential number by the normal gravity value computed on the
 JX0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0569.degrees latitude (g = 980.6199 gals.).
 JX0569
 JX0569.The modeled gravity was interpolated from observed gravity values.
 JX0569
 JX0569;                    North         East    Units  Estimated Accuracy
 JX0569;SPC WV N     -   127,720.      483,580.      MT  (+/- 180 meters Scaled)
 JX0569
 JX0569                          SUPERSEDED SURVEY CONTROL
 JX0569
 JX0569  NGVD 29 (??/??/92)  191.354  (m)          627.80   (f) ADJ UNCH    1 2
 JX0569
 JX0569.Superseded values are not recommended for survey control.
 JX0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0569.See file dsdata.txt to determine how the superseded data were derived.
 JX0569
 JX0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND123880(NAD 83)
 JX0569_MARKER: DB = BENCH MARK DISK
 JX0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0569_SP_SET: CATCH BASIN
 JX0569_STAMPING: Z 130 1957
 JX0569_MARK LOGO: CGS   
 JX0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0569
 JX0569  HISTORY     - Date     Condition        Report By
 JX0569  HISTORY     - 1957     MONUMENTED       CGS
 JX0569  HISTORY     - 1983     GOOD             NGS
 JX0569
 JX0569                          STATION DESCRIPTION
 JX0569
 JX0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0569'AT NEW MARTINSVILLE.
 JX0569'AT NEW MARTINSVILLE, ABOUT 0.05 MILE EAST ALONG STATE HIGHWAY
 JX0569'7 FROM THE JUNCTION OF STATE HIGHWAY 2, AT THE INTERSECTION OF
 JX0569'DOOLIN RUNROAD, STATE HIGHWAY 7 AND PINE STREET, 23 FEET EAST OF
 JX0569'CENTER LINE OF PINE STREET, 15 FEET NORTH OF CENTER LINE OF
 JX0569'DOOLIN RUN ROAD, 45 FEET NORTHEAST OF CENTER OF JUNCTION, ABOUT
 JX0569'1 1/2 FEET ABOVE LEVEL OF PINE STREET AND SET IN THE TOP OF THE
 JX0569'NORTHEAST CORNER OF A CATCH BASIN.
 JX0569
 JX0569                          STATION RECOVERY (1983)
 JX0569
 JX0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0887 ***********************************************************************
 JX0887  DESIGNATION -  Z 131
 JX0887  PID         -  JX0887
 JX0887  STATE/COUNTY-  WV/PLEASANTS
 JX0887  USGS QUAD   -  WILLOW ISLAND (1994)
 JX0887
 JX0887                         *CURRENT SURVEY CONTROL
 JX0887  ___________________________________________________________________
 JX0887* NAD 83(1986)-  39 21 35.     (N)    081 18 40.     (W)     SCALED    
 JX0887* NAVD 88     -       190.401  (meters)     624.67   (feet)  ADJUSTED  
 JX0887  ___________________________________________________________________
 JX0887  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JX0887  DYNAMIC HT  -         190.285 (meters)     624.29  (feet)  COMP
 JX0887  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 JX0887
 JX0887  VERT ORDER  -  FIRST     CLASS II
 JX0887
 JX0887.The horizontal coordinates were scaled from a topographic map and have
 JX0887.an estimated accuracy of +/- 6 seconds.
 JX0887
 JX0887.The orthometric height was determined by differential leveling
 JX0887.and adjusted by the National Geodetic Survey in June 1991..
 JX0887
 JX0887.The geoid height was determined by GEOID03.
 JX0887
 JX0887.The dynamic height is computed by dividing the NAVD 88
 JX0887.geopotential number by the normal gravity value computed on the
 JX0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0887.degrees latitude (g = 980.6199 gals.).
 JX0887
 JX0887.The modeled gravity was interpolated from observed gravity values.
 JX0887
 JX0887;                    North         East    Units  Estimated Accuracy
 JX0887;SPC WV N     -    97,020.      443,930.      MT  (+/- 180 meters Scaled)
 JX0887
 JX0887                          SUPERSEDED SURVEY CONTROL
 JX0887
 JX0887  NGVD 29 (??/??/92)  190.554  (m)          625.18   (f) ADJ UNCH    1 2
 JX0887
 JX0887.Superseded values are not recommended for survey control.
 JX0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0887.See file dsdata.txt to determine how the superseded data were derived.
 JX0887
 JX0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD731567(NAD 83)
 JX0887_MARKER: DB = BENCH MARK DISK
 JX0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0887_STAMPING: Z 131 1957
 JX0887_MARK LOGO: CGS   
 JX0887_PROJECTION: FLUSH
 JX0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0887+STABILITY: SURFACE MOTION
 JX0887
 JX0887  HISTORY     - Date     Condition        Report By
 JX0887  HISTORY     - 1957     MONUMENTED       CGS
 JX0887  HISTORY     - 1965     GOOD             NGS
 JX0887  HISTORY     - 1983     GOOD             NGS
 JX0887
 JX0887                          STATION DESCRIPTION
 JX0887
 JX0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0887'3.3 MI SW FROM BELMONT.
 JX0887'ABOUT 3.3 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0887'FROM THE JUNCTION OF STATE HIGHWAY 2 AND MAIN STREET AT BELMONT,
 JX0887'28 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, 126 FEET
 JX0887'EAST OF A SWITCH STAND TO A SIDING LEADING NORTHEAST, 83 FEET
 JX0887'EAST-SOUTHEAST AND ACROSS TRACKS FROM TELEPHONE POLE NO. 70+26,
 JX0887'33 1/2 FEET SOUTH OF CENTER OF CROSSING OF A ROAD AND MAIN TRACK,
 JX0887'11 FEET SOUTHWEST OF CENTER OF GATE ENTRANCE TO AMERICAN
 JX0887'CYANAMID COMPANY, 1 FOOT NORTHWEST OF A STEEL FENCE, ABOUT 3
 JX0887'FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 JX0887'PROJECTING 3 INCHES.
 JX0887
 JX0887                          STATION RECOVERY (1965)
 JX0887
 JX0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JX0887'RECOVERED IN GOOD CONDITION.
 JX0887
 JX0887                          STATION RECOVERY (1983)
 JX0887
 JX0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0887'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUTE WITH THE
 JX0887'FOLLOWING CORRECTIONS.
 JX0887'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0910 ***********************************************************************
 JX0910  DESIGNATION -  Z 132
 JX0910  PID         -  JX0910
 JX0910  STATE/COUNTY-  WV/RITCHIE
 JX0910  USGS QUAD   -  CAIRO (1986)
 JX0910
 JX0910                         *CURRENT SURVEY CONTROL
 JX0910  ___________________________________________________________________
 JX0910* NAD 83(1986)-  39 14 54.     (N)    081 12 50.     (W)     SCALED    
 JX0910* NAVD 88     -       227.325  (meters)     745.82   (feet)  ADJUSTED  
 JX0910  ___________________________________________________________________
 JX0910  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JX0910  DYNAMIC HT  -         227.184 (meters)     745.35  (feet)  COMP
 JX0910  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 JX0910
 JX0910  VERT ORDER  -  SECOND    CLASS 0
 JX0910
 JX0910.The horizontal coordinates were scaled from a topographic map and have
 JX0910.an estimated accuracy of +/- 6 seconds.
 JX0910
 JX0910.The orthometric height was determined by differential leveling
 JX0910.and adjusted by the National Geodetic Survey in June 1991..
 JX0910
 JX0910.The geoid height was determined by GEOID03.
 JX0910
 JX0910.The dynamic height is computed by dividing the NAVD 88
 JX0910.geopotential number by the normal gravity value computed on the
 JX0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0910.degrees latitude (g = 980.6199 gals.).
 JX0910
 JX0910.The modeled gravity was interpolated from observed gravity values.
 JX0910
 JX0910;                    North         East    Units  Estimated Accuracy
 JX0910;SPC WV N     -    84,490.      452,070.      MT  (+/- 180 meters Scaled)
 JX0910
 JX0910                          SUPERSEDED SURVEY CONTROL
 JX0910
 JX0910  NGVD 29 (??/??/92)  227.501  (m)          746.39   (f) ADJ UNCH    2 0
 JX0910
 JX0910.Superseded values are not recommended for survey control.
 JX0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0910.See file dsdata.txt to determine how the superseded data were derived.
 JX0910
 JX0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD815443(NAD 83)
 JX0910_MARKER: DB = BENCH MARK DISK
 JX0910_SETTING: 66 = SET IN ROCK OUTCROP
 JX0910_SP_SET: ROCK OUTCROP
 JX0910_STAMPING: Z 132 1957
 JX0910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0910+STABILITY: POSITION/ELEVATION WELL
 JX0910
 JX0910  HISTORY     - Date     Condition        Report By
 JX0910  HISTORY     - 1957     MONUMENTED       CGS
 JX0910
 JX0910                          STATION DESCRIPTION
 JX0910
 JX0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0910'0.9 MI NE FROM NUTTER FARM.
 JX0910'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION
 JX0910'OF STATE HIGHWAY 31 AT NUTTER FARM, ABOUT 0.75 MILE NORTHEAST
 JX0910'OF NUTTER FARM METHODIST CHURCH, IN THE TOP OF A 20 BY 7-FOOT
 JX0910'FLAT ROCK OUTCROP, 47 FEET WEST OF CENTER LINE OF HIGHWAY,
 JX0910'34 1/2 FEET WEST-SOUTHWEST OF SOUTH END OF WEST BRIDGE RAILING
 JX0910'OF CONCRETE ARCH HIGHWAY BRIDGE OVER GOOSE CREEK, 24 FEET
 JX0910'NORTHWEST OF TELEPHONE CABLE POLE NO. 6877/1929, 5 FEET SOUTH
 JX0910'OF NORTH EDGE OF LEDGE AND ABOUT 2 1/2 FEET BELOW LEVEL OF
 JX0910'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0325 ***********************************************************************
 JX0325  DESIGNATION -  Z 133
 JX0325  PID         -  JX0325
 JX0325  STATE/COUNTY-  WV/DODDRIDGE
 JX0325  USGS QUAD   -  SMITHBURG (1976)
 JX0325
 JX0325                         *CURRENT SURVEY CONTROL
 JX0325  ___________________________________________________________________
 JX0325* NAD 83(1986)-  39 22 19.     (N)    080 44 07.     (W)     SCALED    
 JX0325* NAVD 88     -       236.841  (meters)     777.04   (feet)  ADJUSTED  
 JX0325  ___________________________________________________________________
 JX0325  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JX0325  DYNAMIC HT  -         236.698 (meters)     776.57  (feet)  COMP
 JX0325  MODELED GRAV-     980,018.7   (mgal)                       NAVD 88
 JX0325
 JX0325  VERT ORDER  -  SECOND    CLASS 0
 JX0325
 JX0325.The horizontal coordinates were scaled from a topographic map and have
 JX0325.an estimated accuracy of +/- 6 seconds.
 JX0325
 JX0325.The orthometric height was determined by differential leveling
 JX0325.and adjusted by the National Geodetic Survey in June 1991..
 JX0325
 JX0325.The geoid height was determined by GEOID03.
 JX0325
 JX0325.The dynamic height is computed by dividing the NAVD 88
 JX0325.geopotential number by the normal gravity value computed on the
 JX0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0325.degrees latitude (g = 980.6199 gals.).
 JX0325
 JX0325.The modeled gravity was interpolated from observed gravity values.
 JX0325
 JX0325;                    North         East    Units  Estimated Accuracy
 JX0325;SPC WV N     -    97,530.      493,560.      MT  (+/- 180 meters Scaled)
 JX0325
 JX0325                          SUPERSEDED SURVEY CONTROL
 JX0325
 JX0325  NGVD 29 (??/??/92)  237.000  (m)          777.56   (f) ADJ UNCH    2 0
 JX0325
 JX0325.Superseded values are not recommended for survey control.
 JX0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0325.See file dsdata.txt to determine how the superseded data were derived.
 JX0325
 JX0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND228580(NAD 83)
 JX0325_MARKER: DB = BENCH MARK DISK
 JX0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0325_STAMPING: Z 133 1957
 JX0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0325+STABILITY: SURFACE MOTION
 JX0325
 JX0325  HISTORY     - Date     Condition        Report By
 JX0325  HISTORY     - 1957     MONUMENTED       CGS
 JX0325
 JX0325                          STATION DESCRIPTION
 JX0325
 JX0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0325'4.6 MI SE FROM SHIRLEY.
 JX0325'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST
 JX0325'OFFICE AT SHIRLEY, THENCE ABOUT 1.1 MILES SOUTH ALONG A BLACK
 JX0325'TOP ROAD, THENCE ABOUT 1.2 MILES SOUTH ALONG A DIRT ROAD
 JX0325'FOLLOWING LITTLE FLINT RUN, 56 FEET WEST AND ACROSS STREAM FROM
 JX0325'CENTER LINE OF ROAD, 82 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER
 JX0325'OF A TWO-STORY WHITE FRAME HOUSE, 18 FEET SOUTH OF CENTER LINE
 JX0325'OF A DIM ROAD WEST, 23 FEET NORTHEAST OF POWER POLE, 1 FOOT
 JX0325'NORTH OF POWER POLE GUY WIRE ROD, ABOUT 2 1/2 FEET ABOVE LEVEL
 JX0325'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0379 ***********************************************************************
 JX0379  DESIGNATION -  Z 134
 JX0379  PID         -  JX0379
 JX0379  STATE/COUNTY-  WV/TYLER
 JX0379  USGS QUAD   -  CENTER POINT (1976)
 JX0379
 JX0379                         *CURRENT SURVEY CONTROL
 JX0379  ___________________________________________________________________
 JX0379* NAD 83(1986)-  39 23 57.     (N)    080 44 43.     (W)     SCALED    
 JX0379* NAVD 88     -       236.103  (meters)     774.61   (feet)  ADJUSTED  
 JX0379  ___________________________________________________________________
 JX0379  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JX0379  DYNAMIC HT  -         235.962 (meters)     774.15  (feet)  COMP
 JX0379  MODELED GRAV-     980,022.8   (mgal)                       NAVD 88
 JX0379
 JX0379  VERT ORDER  -  SECOND    CLASS 0
 JX0379
 JX0379.The horizontal coordinates were scaled from a topographic map and have
 JX0379.an estimated accuracy of +/- 6 seconds.
 JX0379
 JX0379.The orthometric height was determined by differential leveling
 JX0379.and adjusted by the National Geodetic Survey in June 1991..
 JX0379
 JX0379.The geoid height was determined by GEOID03.
 JX0379
 JX0379.The dynamic height is computed by dividing the NAVD 88
 JX0379.geopotential number by the normal gravity value computed on the
 JX0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0379.degrees latitude (g = 980.6199 gals.).
 JX0379
 JX0379.The modeled gravity was interpolated from observed gravity values.
 JX0379
 JX0379;                    North         East    Units  Estimated Accuracy
 JX0379;SPC WV N     -   100,570.      492,740.      MT  (+/- 180 meters Scaled)
 JX0379
 JX0379                          SUPERSEDED SURVEY CONTROL
 JX0379
 JX0379  NGVD 29 (??/??/92)  236.264  (m)          775.14   (f) ADJ UNCH    2 0
 JX0379
 JX0379.Superseded values are not recommended for survey control.
 JX0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0379.See file dsdata.txt to determine how the superseded data were derived.
 JX0379
 JX0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND219611(NAD 83)
 JX0379_MARKER: DB = BENCH MARK DISK
 JX0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0379_STAMPING: Z 134 1957
 JX0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0379+STABILITY: SURFACE MOTION
 JX0379
 JX0379  HISTORY     - Date     Condition        Report By
 JX0379  HISTORY     - 1957     MONUMENTED       CGS
 JX0379
 JX0379                          STATION DESCRIPTION
 JX0379
 JX0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0379'1.3 MI E FROM SHIRLEY.
 JX0379'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST
 JX0379'OFFICE AT SHIRLEY, 78 FEET EAST OF CENTER LINE OF HIGHWAY, 200
 JX0379'FEET SOUTH OF SOUTHWEST CORNER OF CHURCH OF CHRIST, 133 FEET
 JX0379'SOUTHWEST OF SOUTHWEST CORNER OF HEADSTONE OF GRADE INSCRIBED
 JX0379'CARROLL, 20 FEET SOUTHEAST OF CENTER LINE OF A DRIVE WAY, 4
 JX0379'FEET WEST OF A POWER TRANSFORMER POLE, ABOUT 8 FEET ABOVE LEVEL
 JX0379'OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JX0379'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0416 ***********************************************************************
 JX0416  DESIGNATION -  Z 135
 JX0416  PID         -  JX0416
 JX0416  STATE/COUNTY-  WV/TYLER
 JX0416  USGS QUAD   -  MIDDLEBOURNE (1976)
 JX0416
 JX0416                         *CURRENT SURVEY CONTROL
 JX0416  ___________________________________________________________________
 JX0416* NAD 83(1986)-  39 26 07.     (N)    080 55 27.     (W)     SCALED    
 JX0416* NAVD 88     -       222.977  (meters)     731.55   (feet)  ADJUSTED  
 JX0416  ___________________________________________________________________
 JX0416  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX0416  DYNAMIC HT  -         222.843 (meters)     731.11  (feet)  COMP
 JX0416  MODELED GRAV-     980,021.3   (mgal)                       NAVD 88
 JX0416
 JX0416  VERT ORDER  -  SECOND    CLASS 0
 JX0416
 JX0416.The horizontal coordinates were scaled from a topographic map and have
 JX0416.an estimated accuracy of +/- 6 seconds.
 JX0416
 JX0416.The orthometric height was determined by differential leveling
 JX0416.and adjusted by the National Geodetic Survey in June 1991..
 JX0416
 JX0416.The geoid height was determined by GEOID03.
 JX0416
 JX0416.The dynamic height is computed by dividing the NAVD 88
 JX0416.geopotential number by the normal gravity value computed on the
 JX0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0416.degrees latitude (g = 980.6199 gals.).
 JX0416
 JX0416.The modeled gravity was interpolated from observed gravity values.
 JX0416
 JX0416;                    North         East    Units  Estimated Accuracy
 JX0416;SPC WV N     -   104,800.      477,400.      MT  (+/- 180 meters Scaled)
 JX0416
 JX0416                          SUPERSEDED SURVEY CONTROL
 JX0416
 JX0416  NGVD 29 (??/??/92)  223.143  (m)          732.10   (f) ADJ UNCH    2 0
 JX0416
 JX0416.Superseded values are not recommended for survey control.
 JX0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0416.See file dsdata.txt to determine how the superseded data were derived.
 JX0416
 JX0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND065650(NAD 83)
 JX0416_MARKER: DB = BENCH MARK DISK
 JX0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0416_SP_SET: CULVERT
 JX0416_STAMPING: Z 135 1957
 JX0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0416
 JX0416  HISTORY     - Date     Condition        Report By
 JX0416  HISTORY     - 1957     MONUMENTED       CGS
 JX0416  HISTORY     - 1982     GOOD             NGS
 JX0416
 JX0416                          STATION DESCRIPTION
 JX0416
 JX0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0416'3.8 MI NE FROM WICK.
 JX0416'ABOUT 2.8 MILES EAST AND NORTHEAST ALONG A BLACK TOP ROAD FROM
 JX0416'THE POST OFFICE AT WICK, THENCE ABOUT 1.0 MILE NORTH ALONG A BLACK
 JX0416'TOP ROAD LEADING TO MIDDLEBOURNE, IN THE TOP OF SOUTH END OF WEST
 JX0416'HEAD WALL OF AN 8-FOOT CONCRETE ARCHED CULVERT UNDER ROAD, 14 FEET
 JX0416'WEST OF CENTER LINE OF ROAD, 89 FEET NORTH-NORTHWEST AND ACROSS
 JX0416'ROAD FROM NORTHWEST CORNER OF P.M. RIGGS RESIDENCE, 1 3/4 FEET
 JX0416'NORTH OF SOUTH END OF HEAD WALL AND 1 FOOT ABOVE LEVEL OF ROAD.
 JX0416
 JX0416                          STATION RECOVERY (1982)
 JX0416
 JX0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JX0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0402 ***********************************************************************
 JX0402  DESIGNATION -  Z 136
 JX0402  PID         -  JX0402
 JX0402  STATE/COUNTY-  WV/TYLER
 JX0402  USGS QUAD   -  CENTER POINT (1976)
 JX0402
 JX0402                         *CURRENT SURVEY CONTROL
 JX0402  ___________________________________________________________________
 JX0402* NAD 83(1986)-  39 27 10.     (N)    080 38 07.     (W)     SCALED    
 JX0402* NAVD 88     -       305.224  (meters)    1001.39   (feet)  ADJUSTED  
 JX0402  ___________________________________________________________________
 JX0402  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JX0402  DYNAMIC HT  -         305.041 (meters)    1000.79  (feet)  COMP
 JX0402  MODELED GRAV-     980,020.4   (mgal)                       NAVD 88
 JX0402
 JX0402  VERT ORDER  -  SECOND    CLASS 0
 JX0402
 JX0402.The horizontal coordinates were scaled from a topographic map and have
 JX0402.an estimated accuracy of +/- 6 seconds.
 JX0402
 JX0402.The orthometric height was determined by differential leveling
 JX0402.and adjusted by the National Geodetic Survey in June 1991..
 JX0402
 JX0402.The geoid height was determined by GEOID03.
 JX0402
 JX0402.The dynamic height is computed by dividing the NAVD 88
 JX0402.geopotential number by the normal gravity value computed on the
 JX0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0402.degrees latitude (g = 980.6199 gals.).
 JX0402
 JX0402.The modeled gravity was interpolated from observed gravity values.
 JX0402
 JX0402;                    North         East    Units  Estimated Accuracy
 JX0402;SPC WV N     -   106,390.      502,290.      MT  (+/- 180 meters Scaled)
 JX0402
 JX0402                          SUPERSEDED SURVEY CONTROL
 JX0402
 JX0402  NGVD 29 (??/??/92)  305.380  (m)         1001.90   (f) ADJ UNCH    2 0
 JX0402
 JX0402.Superseded values are not recommended for survey control.
 JX0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0402.See file dsdata.txt to determine how the superseded data were derived.
 JX0402
 JX0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND313670(NAD 83)
 JX0402_MARKER: DB = BENCH MARK DISK
 JX0402_SETTING: 66 = SET IN ROCK OUTCROP
 JX0402_SP_SET: ROCK
 JX0402_STAMPING: Z 136 1957
 JX0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0402+STABILITY: POSITION/ELEVATION WELL
 JX0402
 JX0402  HISTORY     - Date     Condition        Report By
 JX0402  HISTORY     - 1957     MONUMENTED       CGS
 JX0402
 JX0402                          STATION DESCRIPTION
 JX0402
 JX0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0402'7.6 MI S FROM JACKSONBURG.
 JX0402'ABOUT 6.55 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE BALTIMORE
 JX0402'AND OHIO RAILROAD STATION AT JACKSONBURG, THENCE ABOUT 1.0
 JX0402'MILE EAST ALONG A GRAVEL ROAD, 0.85 MILE EAST OF FAIRCHANCE
 JX0402'SCHOOL, ABOUT 130 YARDS EAST OF THE JUNCTION OF A DRIVE SOUTH
 JX0402'TO A FARM HOUSE AND AN OIL WELL, NEAR THE TOP OF A SHORT GRADE,
 JX0402'ON THE NORTHWEST SLOPE OF GRADE, SET VERTICALLY IN THE SOUTHWEST
 JX0402'FACE OF A PROJECTION OF ROCK IN A HIGH BANK, 18 FEET NORTHEAST
 JX0402'OF CENTER LINE OF ROAD AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0602 ***********************************************************************
 HY0602  DESIGNATION -  Z 137
 HY0602  PID         -  HY0602
 HY0602  STATE/COUNTY-  WV/LINCOLN
 HY0602  USGS QUAD   -  BRANCHLAND (1987)
 HY0602
 HY0602                         *CURRENT SURVEY CONTROL
 HY0602  ___________________________________________________________________
 HY0602* NAD 83(1986)-  38 14 32.     (N)    082 07 33.     (W)     SCALED    
 HY0602* NAVD 88     -       200.784  (meters)     658.74   (feet)  ADJUSTED  
 HY0602  ___________________________________________________________________
 HY0602  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HY0602  DYNAMIC HT  -         200.642 (meters)     658.27  (feet)  COMP
 HY0602  MODELED GRAV-     979,918.8   (mgal)                       NAVD 88
 HY0602
 HY0602  VERT ORDER  -  SECOND    CLASS 0
 HY0602
 HY0602.The horizontal coordinates were scaled from a topographic map and have
 HY0602.an estimated accuracy of +/- 6 seconds.
 HY0602
 HY0602.The orthometric height was determined by differential leveling
 HY0602.and adjusted by the National Geodetic Survey in June 1991..
 HY0602
 HY0602.The geoid height was determined by GEOID03.
 HY0602
 HY0602.The dynamic height is computed by dividing the NAVD 88
 HY0602.geopotential number by the normal gravity value computed on the
 HY0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0602.degrees latitude (g = 980.6199 gals.).
 HY0602
 HY0602.The modeled gravity was interpolated from observed gravity values.
 HY0602
 HY0602;                    North         East    Units  Estimated Accuracy
 HY0602;SPC WV S     -   138,470.      501,450.      MT  (+/- 180 meters Scaled)
 HY0602
 HY0602                          SUPERSEDED SURVEY CONTROL
 HY0602
 HY0602  NGVD 29 (??/??/92)  200.990  (m)          659.41   (f) ADJ UNCH    2 0
 HY0602
 HY0602.Superseded values are not recommended for survey control.
 HY0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0602.See file dsdata.txt to determine how the superseded data were derived.
 HY0602
 HY0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC014332(NAD 83)
 HY0602_MARKER: DB = BENCH MARK DISK
 HY0602_SETTING: 66 = SET IN ROCK OUTCROP
 HY0602_SP_SET: ROCK CUT
 HY0602_STAMPING: Z 137 1957
 HY0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0602+STABILITY: POSITION/ELEVATION WELL
 HY0602
 HY0602  HISTORY     - Date     Condition        Report By
 HY0602  HISTORY     - 1957     MONUMENTED       CGS
 HY0602
 HY0602                          STATION DESCRIPTION
 HY0602
 HY0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0602'2.8 MI N FROM MYRA.
 HY0602'ABOUT 2.75 MILE NORTH ALONG BLACK-TOP ROAD FROM THE POST OFFICE
 HY0602'AT MYRA, 1.0 MILE SOUTH OF THE JUNCTION OF DIRT ROAD LEADING WEST
 HY0602'TO LOWER BIG CREEK SCHOOL, 134 FEET SOUTHWEST OF THE NORTHWEST
 HY0602'END OF A 60-INCH CORRUGATED PIPE CULVERT UNDER THE ROAD, 75 FEET
 HY0602'NORTHEAST OF POWER POLE NUMBER 2518-5, 179 FEET SOUTHWEST OF THE
 HY0602'CENTER OF JUNCTION OF DRIVE NORTHWEST TO A FARM HOUSE, 36 YARDS
 HY0602'SOUTHWEST OF THE NORTHEAST END OF CUT, SET VERTICALLY IN THE
 HY0602'SOUTHEAST FACE OF A 4 1/2 FOOT LAYER OF ROCK AT THE BOTTOM OF A CUT,
 HY0602'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 1 1/2 FEET
 HY0602'ABOVE THE LEVEL OF THE BLACKTOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0456 ***********************************************************************
 JX0456  DESIGNATION -  Z 138
 JX0456  PID         -  JX0456
 JX0456  STATE/COUNTY-  WV/WETZEL
 JX0456  USGS QUAD   -  PORTERS FALLS (1976)
 JX0456
 JX0456                         *CURRENT SURVEY CONTROL
 JX0456  ___________________________________________________________________
 JX0456* NAD 83(1986)-  39 35 04.     (N)    080 47 58.     (W)     SCALED    
 JX0456* NAVD 88     -       198.998  (meters)     652.88   (feet)  ADJUSTED  
 JX0456  ___________________________________________________________________
 JX0456  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JX0456  DYNAMIC HT  -         198.883 (meters)     652.50  (feet)  COMP
 JX0456  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 JX0456
 JX0456  VERT ORDER  -  SECOND    CLASS 0
 JX0456
 JX0456.The horizontal coordinates were scaled from a topographic map and have
 JX0456.an estimated accuracy of +/- 6 seconds.
 JX0456
 JX0456.The orthometric height was determined by differential leveling
 JX0456.and adjusted by the National Geodetic Survey in June 1991..
 JX0456
 JX0456.The geoid height was determined by GEOID03.
 JX0456
 JX0456.The dynamic height is computed by dividing the NAVD 88
 JX0456.geopotential number by the normal gravity value computed on the
 JX0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0456.degrees latitude (g = 980.6199 gals.).
 JX0456
 JX0456.The modeled gravity was interpolated from observed gravity values.
 JX0456
 JX0456;                    North         East    Units  Estimated Accuracy
 JX0456;SPC WV N     -   121,200.      488,380.      MT  (+/- 180 meters Scaled)
 JX0456
 JX0456                          SUPERSEDED SURVEY CONTROL
 JX0456
 JX0456  NGVD 29 (??/??/92)  199.159  (m)          653.41   (f) ADJ UNCH    2 0
 JX0456
 JX0456.Superseded values are not recommended for survey control.
 JX0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0456.See file dsdata.txt to determine how the superseded data were derived.
 JX0456
 JX0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND172816(NAD 83)
 JX0456_MARKER: DB = BENCH MARK DISK
 JX0456_SETTING: 66 = SET IN ROCK OUTCROP
 JX0456_SP_SET: ROCK OUTCROP
 JX0456_STAMPING: Z 138 1957
 JX0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0456+STABILITY: POSITION/ELEVATION WELL
 JX0456
 JX0456  HISTORY     - Date     Condition        Report By
 JX0456  HISTORY     - 1957     MONUMENTED       CGS
 JX0456
 JX0456                          STATION DESCRIPTION
 JX0456
 JX0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0456'2.8 MI W FROM PORTERS FALLS.
 JX0456'ABOUT 2.75 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0456'THE BRIDGE OVER FISHING CREEK AT PORTERS FALLS, 17 FEET SOUTHWEST
 JX0456'OF SOUTHWEST RAIL, 62 FEET SOUTH AND ACROSS TRACK FROM MILEAGE
 JX0456'POLE NO. 8+07, IN THE TOP OF A ROCK OUTCROP WHICH IS PART OF THE
 JX0456'BOTTOM OF A NARROW GULLY THAT EXTENDS SOUTHWEST OF TRACK, 9 FEET
 JX0456'WEST-NORTHWEST OF SOUTHWEST END OF A 14-INCH PIPE CULVERT UNDER
 JX0456'TRACK, 1 1/2 FEET NORTHWEST OF CENTER LINE OF GULLY AND ABOUT
 JX0456'2 FEET BELOW LEVEL OF TRACK.  NOTE-- MARK IS ABOUT 0.7 MILE EAST
 JX0456'ALONG B. AND O. RR FROM ROAD CROSSING AT MINNIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0627 ***********************************************************************
 JX0627  DESIGNATION -  Z 139
 JX0627  PID         -  JX0627
 JX0627  STATE/COUNTY-  WV/WETZEL
 JX0627  USGS QUAD   -  PINE GROVE (1976)
 JX0627
 JX0627                         *CURRENT SURVEY CONTROL
 JX0627  ___________________________________________________________________
 JX0627* NAD 83(1986)-  39 31 09.     (N)    080 43 16.     (W)     SCALED    
 JX0627* NAVD 88     -       264.713  (meters)     868.48   (feet)  ADJUSTED  
 JX0627  ___________________________________________________________________
 JX0627  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JX0627  DYNAMIC HT  -         264.558 (meters)     867.97  (feet)  COMP
 JX0627  MODELED GRAV-     980,033.9   (mgal)                       NAVD 88
 JX0627
 JX0627  VERT ORDER  -  SECOND    CLASS 0
 JX0627
 JX0627.The horizontal coordinates were scaled from a topographic map and have
 JX0627.an estimated accuracy of +/- 6 seconds.
 JX0627
 JX0627.The orthometric height was determined by differential leveling
 JX0627.and adjusted by the National Geodetic Survey in June 1991..
 JX0627
 JX0627.The geoid height was determined by GEOID03.
 JX0627
 JX0627.The dynamic height is computed by dividing the NAVD 88
 JX0627.geopotential number by the normal gravity value computed on the
 JX0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0627.degrees latitude (g = 980.6199 gals.).
 JX0627
 JX0627.The modeled gravity was interpolated from observed gravity values.
 JX0627
 JX0627;                    North         East    Units  Estimated Accuracy
 JX0627;SPC WV N     -   113,860.      495,010.      MT  (+/- 180 meters Scaled)
 JX0627
 JX0627                          SUPERSEDED SURVEY CONTROL
 JX0627
 JX0627  NGVD 29 (??/??/92)  264.874  (m)          869.01   (f) ADJ UNCH    2 0
 JX0627
 JX0627.Superseded values are not recommended for survey control.
 JX0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0627.See file dsdata.txt to determine how the superseded data were derived.
 JX0627
 JX0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND239744(NAD 83)
 JX0627_MARKER: DB = BENCH MARK DISK
 JX0627_SETTING: 66 = SET IN ROCK OUTCROP
 JX0627_SP_SET: ROCK PROJECTION
 JX0627_STAMPING: Z 139 1957
 JX0627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0627+STABILITY: POSITION/ELEVATION WELL
 JX0627
 JX0627  HISTORY     - Date     Condition        Report By
 JX0627  HISTORY     - 1957     MONUMENTED       CGS
 JX0627
 JX0627                          STATION DESCRIPTION
 JX0627
 JX0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0627'4 MI SE FROM READER.
 JX0627'ABOUT 0.65 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0627'FROM THE STATION AT READER, THENCE ABOUT 3.4 MILES SOUTH ALONG
 JX0627'CROW RUN ROAD, ABOUT 110 YARDS NORTH OF A POINT WHERE ROAD
 JX0627'CROSSES CROW RUN, ABOUT 100 YARDS SOUTH OF THE NORTH END OF A
 JX0627'CLEARING, SET VERTICALLY IN THE NORTHEAST FACE OF A PROJECTION OF
 JX0627'ROCK ON WEST BANK OF CROW RUN, 45 FEET WEST AND ACROSS CREEK
 JX0627'FROM CENTER LINE OF ROAD AND ABOUT LEVEL WITH ROAD.  NOTE-- MARK
 JX0627'IS ABOUT 1.85 MILES NORTHEAST ALONG A ROAD FOLLOWING CROW RUN
 JX0627'AND LEADING TO READER FROM THE ROAD JUNCTION AT ATWOOD, WETZEL
 JX0627'COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0001 ***********************************************************************
 HX0001  DESIGNATION -  Z 14
 HX0001  PID         -  HX0001
 HX0001  STATE/COUNTY-  WV/WEBSTER
 HX0001  USGS QUAD   -  BERGOO (1995)
 HX0001
 HX0001                         *CURRENT SURVEY CONTROL
 HX0001  ___________________________________________________________________
 HX0001* NAD 83(1986)-  38 29 45.     (N)    080 21 10.     (W)     SCALED    
 HX0001* NAVD 88     -       851.174  (meters)    2792.56   (feet)  ADJUSTED  
 HX0001  ___________________________________________________________________
 HX0001  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HX0001  DYNAMIC HT  -         850.502 (meters)    2790.36  (feet)  COMP
 HX0001  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 HX0001
 HX0001  VERT ORDER  -  SECOND    CLASS 0
 HX0001
 HX0001.The horizontal coordinates were scaled from a topographic map and have
 HX0001.an estimated accuracy of +/- 6 seconds.
 HX0001
 HX0001.The orthometric height was determined by differential leveling
 HX0001.and adjusted by the National Geodetic Survey in June 1991..
 HX0001
 HX0001.The geoid height was determined by GEOID03.
 HX0001
 HX0001.The dynamic height is computed by dividing the NAVD 88
 HX0001.geopotential number by the normal gravity value computed on the
 HX0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0001.degrees latitude (g = 980.6199 gals.).
 HX0001
 HX0001.The modeled gravity was interpolated from observed gravity values.
 HX0001
 HX0001;                    North         East    Units  Estimated Accuracy
 HX0001;SPC WV S     -   166,220.      656,460.      MT  (+/- 180 meters Scaled)
 HX0001
 HX0001                          SUPERSEDED SURVEY CONTROL
 HX0001
 HX0001  NGVD 29 (??/??/92)  851.308  (m)         2793.00   (f) ADJ UNCH    2 0
 HX0001
 HX0001.Superseded values are not recommended for survey control.
 HX0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0001.See file dsdata.txt to determine how the superseded data were derived.
 HX0001
 HX0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC564610(NAD 83)
 HX0001_MARKER: DB = BENCH MARK DISK
 HX0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0001_STAMPING: Z 14 1934
 HX0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0001+STABILITY: SURFACE MOTION
 HX0001
 HX0001  HISTORY     - Date     Condition        Report By
 HX0001  HISTORY     - 1934     MONUMENTED       CGS
 HX0001  HISTORY     - 1962     GOOD             NGS
 HX0001
 HX0001                          STATION DESCRIPTION
 HX0001
 HX0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0001'6.5 MI NE FROM WEBSTER SPRINGS.
 HX0001'ABOUT 6.5 MILES SOUTHEAST AND NORTHEAST ALONG STATE HIGHWAY
 HX0001'15 FROM THE COURT HOUSE AT WEBSTER SPRINGS, ON THE OUTSIDE OF A
 HX0001'CURVE WITH TANGENTS EXTENDING NORTHWEST AND SOUTHWEST, 274 FEET
 HX0001'SOUTHEAST OF CENTER OF DRIVEWAY LEADING WEST TO FARM HOUSE,
 HX0001'34 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 13 1/2 FEET SOUTHEAST
 HX0001'OF TELEPHONE POLE 52, 15 FEET NORTHWEST OF TRIPLE TRUNKED HICKORY
 HX0001'TREE, 2 1/2 FEET ABOVE LEVEL OF HIGHWAY, 1 FOOT WEST OF A STEEL
 HX0001'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX0001'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0517 ***********************************************************************
 HY0517  DESIGNATION -  Z 140
 HY0517  PID         -  HY0517
 HY0517  STATE/COUNTY-  WV/LINCOLN
 HY0517  USGS QUAD   -  BRANCHLAND (1987)
 HY0517
 HY0517                         *CURRENT SURVEY CONTROL
 HY0517  ___________________________________________________________________
 HY0517* NAD 83(1986)-  38 12 02.     (N)    082 11 16.     (W)     SCALED    
 HY0517* NAVD 88     -       184.325  (meters)     604.74   (feet)  ADJUSTED  
 HY0517  ___________________________________________________________________
 HY0517  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HY0517  DYNAMIC HT  -         184.194 (meters)     604.31  (feet)  COMP
 HY0517  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 HY0517
 HY0517  VERT ORDER  -  SECOND    CLASS 0
 HY0517
 HY0517.The horizontal coordinates were scaled from a topographic map and have
 HY0517.an estimated accuracy of +/- 6 seconds.
 HY0517
 HY0517.The orthometric height was determined by differential leveling
 HY0517.and adjusted by the National Geodetic Survey in June 1991..
 HY0517
 HY0517.The geoid height was determined by GEOID03.
 HY0517
 HY0517.The dynamic height is computed by dividing the NAVD 88
 HY0517.geopotential number by the normal gravity value computed on the
 HY0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0517.degrees latitude (g = 980.6199 gals.).
 HY0517
 HY0517.The modeled gravity was interpolated from observed gravity values.
 HY0517
 HY0517;                    North         East    Units  Estimated Accuracy
 HY0517;SPC WV S     -   133,910.      495,970.      MT  (+/- 180 meters Scaled)
 HY0517
 HY0517                          SUPERSEDED SURVEY CONTROL
 HY0517
 HY0517  NGVD 29 (??/??/92)  184.531  (m)          605.42   (f) ADJ UNCH    2 0
 HY0517
 HY0517.Superseded values are not recommended for survey control.
 HY0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0517.See file dsdata.txt to determine how the superseded data were derived.
 HY0517
 HY0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC959287(NAD 83)
 HY0517_MARKER: DB = BENCH MARK DISK
 HY0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0517_SP_SET: SIGNAL CONTROL CONCRETE BASE
 HY0517_STAMPING: Z 140 1957
 HY0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0517
 HY0517  HISTORY     - Date     Condition        Report By
 HY0517  HISTORY     - 1957     MONUMENTED       CGS
 HY0517
 HY0517                          STATION DESCRIPTION
 HY0517
 HY0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0517'2 MI S FROM BRANCHLAND.
 HY0517'ABOUT 1.95 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HY0517'THE STATION AT BARANCHLAND, ABOUT 2.0 MILES NORTH ALONG THE
 HY0517'CHESAPEAKE AND OHIO RAILWAY FROM THE STATION AT MIDKIFF, 0.45
 HY0517'MILE SOUTH OF MILEPOLE 24, 57 YARDS SOUTH OF THE PUBLIC
 HY0517'CROSSING OF GRAVEL ROAD, ACROSS THE ROAD FROM AND BETWEEN
 HY0517'HOUSES NUMBER 9009 AND 9015, 25 FEET WEST OF THE WEST RAIL OF
 HY0517'THE MAIN TRACK, SET VERTICALLY IN THE NORTH FACE OF THE
 HY0517'CONCRETE BASE OF A 8 1/2 BY 10 1/2 FOOT BUILDING HOUSING SIGNAL
 HY0517'CONTROL APPARATUS, 2 FEET ABOVE THE LEVEL OF THE GROUND AND 1
 HY0517'FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0321 ***********************************************************************
 GY0321  DESIGNATION -  Z 142
 GY0321  PID         -  GY0321
 GY0321  STATE/COUNTY-  WV/MINGO
 GY0321  USGS QUAD   -  DELBARTON (1976)
 GY0321
 GY0321                         *CURRENT SURVEY CONTROL
 GY0321  ___________________________________________________________________
 GY0321* NAD 83(1986)-  37 43 16.     (N)    082 11 36.     (W)     SCALED    
 GY0321* NAVD 88     -       221.453  (meters)     726.55   (feet)  ADJUSTED  
 GY0321  ___________________________________________________________________
 GY0321  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GY0321  DYNAMIC HT  -         221.290 (meters)     726.02  (feet)  COMP
 GY0321  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 GY0321
 GY0321  VERT ORDER  -  SECOND    CLASS 0
 GY0321
 GY0321.The horizontal coordinates were scaled from a topographic map and have
 GY0321.an estimated accuracy of +/- 6 seconds.
 GY0321
 GY0321.The orthometric height was determined by differential leveling
 GY0321.and adjusted by the National Geodetic Survey in June 1991..
 GY0321
 GY0321.The geoid height was determined by GEOID03.
 GY0321
 GY0321.The dynamic height is computed by dividing the NAVD 88
 GY0321.geopotential number by the normal gravity value computed on the
 GY0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0321.degrees latitude (g = 980.6199 gals.).
 GY0321
 GY0321.The modeled gravity was interpolated from observed gravity values.
 GY0321
 GY0321;                    North         East    Units  Estimated Accuracy
 GY0321;SPC WV S     -    80,710.      494,800.      MT  (+/- 180 meters Scaled)
 GY0321
 GY0321                          SUPERSEDED SURVEY CONTROL
 GY0321
 GY0321  NGVD 29 (??/??/92)  221.679  (m)          727.29   (f) ADJ UNCH    2 0
 GY0321
 GY0321.Superseded values are not recommended for survey control.
 GY0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0321.See file dsdata.txt to determine how the superseded data were derived.
 GY0321
 GY0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB948755(NAD 83)
 GY0321_MARKER: DB = BENCH MARK DISK
 GY0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0321_SP_SET: BRIDGE
 GY0321_STAMPING: Z 142 1957
 GY0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0321
 GY0321  HISTORY     - Date     Condition        Report By
 GY0321  HISTORY     - 1957     MONUMENTED       CGS
 GY0321
 GY0321                          STATION DESCRIPTION
 GY0321
 GY0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0321'1 MI N FROM DELBARTON.
 GY0321'ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 65 S FROM THE BAPTIST
 GY0321'CHURCH AT DELBARTON, ABOUT 0.25 MILE NORTHWEST OF GRADE SCHOOL AT
 GY0321'DELBARTON, SET IN TOP OF WEST END OF NORTH BRIDGE SEAT OF 14-FOOT
 GY0321'BRIDGE OVER PIGEONROOST CREEK, 16 FEET WEST OF CENTER LINE OF
 GY0321'HIGHWAY, 37 3/4 FEET WEST AND ACROSS HIGHWAY FROM NORTHWEST
 GY0321'CORNER OF ADAIRS STORE AND 1 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0309 ***********************************************************************
 GY0309  DESIGNATION -  Z 143
 GY0309  PID         -  GY0309
 GY0309  STATE/COUNTY-  WV/LOGAN
 GY0309  USGS QUAD   -  HOLDEN (1989)
 GY0309
 GY0309                         *CURRENT SURVEY CONTROL
 GY0309  ___________________________________________________________________
 GY0309* NAD 83(1986)-  37 45 17.     (N)    082 03 07.     (W)     SCALED    
 GY0309* NAVD 88     -       295.849  (meters)     970.63   (feet)  ADJUSTED  
 GY0309  ___________________________________________________________________
 GY0309  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GY0309  DYNAMIC HT  -         295.629 (meters)     969.91  (feet)  COMP
 GY0309  MODELED GRAV-     979,880.7   (mgal)                       NAVD 88
 GY0309
 GY0309  VERT ORDER  -  SECOND    CLASS 0
 GY0309
 GY0309.The horizontal coordinates were scaled from a topographic map and have
 GY0309.an estimated accuracy of +/- 6 seconds.
 GY0309
 GY0309.The orthometric height was determined by differential leveling
 GY0309.and adjusted by the National Geodetic Survey in June 1991..
 GY0309
 GY0309.The geoid height was determined by GEOID03.
 GY0309
 GY0309.The dynamic height is computed by dividing the NAVD 88
 GY0309.geopotential number by the normal gravity value computed on the
 GY0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0309.degrees latitude (g = 980.6199 gals.).
 GY0309
 GY0309.The modeled gravity was interpolated from observed gravity values.
 GY0309
 GY0309;                    North         East    Units  Estimated Accuracy
 GY0309;SPC WV S     -    84,290.      507,310.      MT  (+/- 180 meters Scaled)
 GY0309
 GY0309                          SUPERSEDED SURVEY CONTROL
 GY0309
 GY0309  NGVD 29 (??/??/92)  296.062  (m)          971.33   (f) ADJ UNCH    2 0
 GY0309
 GY0309.Superseded values are not recommended for survey control.
 GY0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0309.See file dsdata.txt to determine how the superseded data were derived.
 GY0309
 GY0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB073791(NAD 83)
 GY0309_MARKER: DB = BENCH MARK DISK
 GY0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0309_SP_SET: BRIDGE
 GY0309_STAMPING: Z 143 1957
 GY0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0309
 GY0309  HISTORY     - Date     Condition        Report By
 GY0309  HISTORY     - 1957     MONUMENTED       CGS
 GY0309
 GY0309                          STATION DESCRIPTION
 GY0309
 GY0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0309'3.2 MI W FROM OMAR.
 GY0309'ABOUT 3.25 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GY0309'FROM THE HIGH SCHOOL AT OMAR, ABOUT 0.3 MILE SOUTHWEST OF MILE
 GY0309'POST 3, IN THE TOP OF NORTHWEST END OF BRIDGE SEAT OF NORTHEAST
 GY0309'CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 3.3, ABOUT 0.1 MILE
 GY0309'SOUTHWEST OF A ROAD CROSSING, 13 FEET NORTHWEST OF NORTHWEST RAIL
 GY0309'AND ABOUT 4 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0288 ***********************************************************************
 GY0288  DESIGNATION -  Z 144
 GY0288  PID         -  GY0288
 GY0288  STATE/COUNTY-  WV/LOGAN
 GY0288  USGS QUAD   -  HOLDEN (1989)
 GY0288
 GY0288                         *CURRENT SURVEY CONTROL
 GY0288  ___________________________________________________________________
 GY0288* NAD 83(1986)-  37 50 01.     (N)    082 00 04.     (W)     SCALED    
 GY0288* NAVD 88     -       206.394  (meters)     677.14   (feet)  ADJUSTED  
 GY0288  ___________________________________________________________________
 GY0288  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GY0288  DYNAMIC HT  -         206.244 (meters)     676.65  (feet)  COMP
 GY0288  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 GY0288
 GY0288  VERT ORDER  -  SECOND    CLASS 0
 GY0288
 GY0288.The horizontal coordinates were scaled from a topographic map and have
 GY0288.an estimated accuracy of +/- 6 seconds.
 GY0288
 GY0288.The orthometric height was determined by differential leveling
 GY0288.and adjusted by the National Geodetic Survey in June 1991..
 GY0288
 GY0288.The geoid height was determined by GEOID03.
 GY0288
 GY0288.The dynamic height is computed by dividing the NAVD 88
 GY0288.geopotential number by the normal gravity value computed on the
 GY0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0288.degrees latitude (g = 980.6199 gals.).
 GY0288
 GY0288.The modeled gravity was interpolated from observed gravity values.
 GY0288
 GY0288;                    North         East    Units  Estimated Accuracy
 GY0288;SPC WV S     -    93,000.      511,880.      MT  (+/- 180 meters Scaled)
 GY0288
 GY0288                          SUPERSEDED SURVEY CONTROL
 GY0288
 GY0288  NGVD 29 (??/??/92)  206.616  (m)          677.87   (f) ADJ UNCH    2 0
 GY0288
 GY0288.Superseded values are not recommended for survey control.
 GY0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0288.See file dsdata.txt to determine how the superseded data were derived.
 GY0288
 GY0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB119878(NAD 83)
 GY0288_MARKER: DB = BENCH MARK DISK
 GY0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0288_SP_SET: BRIDGE
 GY0288_STAMPING: Z 144 1957
 GY0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0288
 GY0288  HISTORY     - Date     Condition        Report By
 GY0288  HISTORY     - 1957     MONUMENTED       CGS
 GY0288
 GY0288                          STATION DESCRIPTION
 GY0288
 GY0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0288'1.1 MI S FROM MT GAY.
 GY0288'ABOUT 1.1 MILES SOUTH ALONG U.S. HIGHWAY 119 FROM MONITOR
 GY0288'JUNCTION AT MT. GAY, ABOUT 1.95 MILES NORTH ALONG HIGHWAY 119
 GY0288'FROM THE POST OFFICE AND Y.M.C.A. AT MONAVILLE, IN THE TOP OF
 GY0288'SOUTHEAST END OF NORTHEAST STONE ABUTMENT OF RAILROAD BRIDGE ON
 GY0288'A SPUR TRACK OVER ISLAND CREEK, 28 FEET SOUTHWEST OF CENTER LINE
 GY0288'OF HIGHWAY, 8 1/2 FEET EAST OF EAST RAIL, 46 FEET SOUTH-SOUTHEAST
 GY0288'OF CENTER OF CROSSING OF HIGHWAY AND SPUR TRACK AND 3 FEET
 GY0288'BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0296 ***********************************************************************
 GY0296  DESIGNATION -  Z 145
 GY0296  PID         -  GY0296
 GY0296  STATE/COUNTY-  WV/MINGO
 GY0296  USGS QUAD   -  MAJESTIC (1977)
 GY0296
 GY0296                         *CURRENT SURVEY CONTROL
 GY0296  ___________________________________________________________________
 GY0296* NAD 83(1986)-  37 35 20.     (N)    082 02 24.     (W)     SCALED    
 GY0296* NAVD 88     -       304.208  (meters)     998.06   (feet)  ADJUSTED  
 GY0296  ___________________________________________________________________
 GY0296  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GY0296  DYNAMIC HT  -         303.972 (meters)     997.28  (feet)  COMP
 GY0296  MODELED GRAV-     979,845.9   (mgal)                       NAVD 88
 GY0296
 GY0296  VERT ORDER  -  SECOND    CLASS 0
 GY0296
 GY0296.The horizontal coordinates were scaled from a topographic map and have
 GY0296.an estimated accuracy of +/- 6 seconds.
 GY0296
 GY0296.The orthometric height was determined by differential leveling
 GY0296.and adjusted by the National Geodetic Survey in June 1991..
 GY0296
 GY0296.The geoid height was determined by GEOID03.
 GY0296
 GY0296.The dynamic height is computed by dividing the NAVD 88
 GY0296.geopotential number by the normal gravity value computed on the
 GY0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0296.degrees latitude (g = 980.6199 gals.).
 GY0296
 GY0296.The modeled gravity was interpolated from observed gravity values.
 GY0296
 GY0296;                    North         East    Units  Estimated Accuracy
 GY0296;SPC WV S     -    65,880.      508,150.      MT  (+/- 180 meters Scaled)
 GY0296
 GY0296                          SUPERSEDED SURVEY CONTROL
 GY0296
 GY0296  NGVD 29 (??/??/92)  304.415  (m)          998.73   (f) ADJ UNCH    2 0
 GY0296
 GY0296.Superseded values are not recommended for survey control.
 GY0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0296.See file dsdata.txt to determine how the superseded data were derived.
 GY0296
 GY0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB081607(NAD 83)
 GY0296_MARKER: DB = BENCH MARK DISK
 GY0296_SETTING: 66 = SET IN ROCK OUTCROP
 GY0296_SP_SET: ROCK CLIFF
 GY0296_STAMPING: Z 145 1957
 GY0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0296+STABILITY: POSITION/ELEVATION WELL
 GY0296
 GY0296  HISTORY     - Date     Condition        Report By
 GY0296  HISTORY     - 1957     MONUMENTED       CGS
 GY0296
 GY0296                          STATION DESCRIPTION
 GY0296
 GY0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0296'4.6 MI NE FROM DEVON.
 GY0296'ABOUT 0.6 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GY0296'FROM THE STATION AT DEVON, THENCE ABOUT 4.05 MILES NORTHEAST ALONG
 GY0296'BEECH CREEK ROAD, ABOUT 0.55 MILE NORTHEAST OF A BRICK SCHOOL
 GY0296'BUILDING, ABOUT 1.0 MILE NORTHEAST OF A CONCRETE BLOCK CHURCH
 GY0296'BUILDING, SET IN THE TOP OF A NARROW LEDGE ON THE SOUTHEAST FACE
 GY0296'OF A ROCK CLIFF, 20 FEET NORTHWEST OF CENTER LINE OF ROAD,
 GY0296'8 FEET NORTHWEST OF NORTHWEST END OF A 24-INCH PIPE CULVERT WITH
 GY0296'A STONE HEAD WALL AND IS DIRECTLY IN LINE WITH CULVERT, AND ABOUT
 GY0296'1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0665 ***********************************************************************
 HY0665  DESIGNATION -  Z 146
 HY0665  PID         -  HY0665
 HY0665  STATE/COUNTY-  WV/WAYNE
 HY0665  USGS QUAD   -  WAYNE (1987)
 HY0665
 HY0665                         *CURRENT SURVEY CONTROL
 HY0665  ___________________________________________________________________
 HY0665* NAD 83(1986)-  38 10 47.     (N)    082 23 33.     (W)     SCALED    
 HY0665* NAVD 88     -       190.097  (meters)     623.68   (feet)  ADJUSTED  
 HY0665  ___________________________________________________________________
 HY0665  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY0665  DYNAMIC HT  -         189.963 (meters)     623.24  (feet)  COMP
 HY0665  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 HY0665
 HY0665  VERT ORDER  -  SECOND    CLASS 0
 HY0665
 HY0665.The horizontal coordinates were scaled from a topographic map and have
 HY0665.an estimated accuracy of +/- 6 seconds.
 HY0665
 HY0665.The orthometric height was determined by differential leveling
 HY0665.and adjusted by the National Geodetic Survey in June 1991..
 HY0665
 HY0665.The geoid height was determined by GEOID03.
 HY0665
 HY0665.The dynamic height is computed by dividing the NAVD 88
 HY0665.geopotential number by the normal gravity value computed on the
 HY0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0665.degrees latitude (g = 980.6199 gals.).
 HY0665
 HY0665.The modeled gravity was interpolated from observed gravity values.
 HY0665
 HY0665;                    North         East    Units  Estimated Accuracy
 HY0665;SPC WV S     -   131,850.      478,010.      MT  (+/- 180 meters Scaled)
 HY0665
 HY0665                          SUPERSEDED SURVEY CONTROL
 HY0665
 HY0665  NGVD 29 (??/??/92)  190.309  (m)          624.37   (f) ADJ UNCH    2 0
 HY0665
 HY0665.Superseded values are not recommended for survey control.
 HY0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0665.See file dsdata.txt to determine how the superseded data were derived.
 HY0665
 HY0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC780266(NAD 83)
 HY0665_MARKER: DB = BENCH MARK DISK
 HY0665_SETTING: 66 = SET IN ROCK OUTCROP
 HY0665_SP_SET: ROCK CUT
 HY0665_STAMPING: Z 146 1957
 HY0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0665+STABILITY: POSITION/ELEVATION WELL
 HY0665
 HY0665  HISTORY     - Date     Condition        Report By
 HY0665  HISTORY     - 1957     MONUMENTED       CGS
 HY0665
 HY0665                          STATION DESCRIPTION
 HY0665
 HY0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0665'1.5 MI NW FROM EAST LYNN.
 HY0665'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 HY0665'OF BLACK-TOP ROAD EAST AT EAST LYNN, ABOUT 0.6 MILE SOUTHEAST
 HY0665'OF A CROSSROAD, IN THE TOP OF THE SOUTHWEST EDGE OF (LEDGE) OF
 HY0665'A 24 FOOT LONG BY 2-FOOT HIGH ROCK IN A CUT, 17 FEET NORTHEAST OF
 HY0665'CENTER LINE OF HIGHWAY, 114 1/2 FEET SOUTHEAST OF SOUTHEAST END
 HY0665'OF NORTHEAST HEAD WALL OF A 10-FOOT CONCRETE CULVERT, 89 FEET EAST
 HY0665'AND ACROSS HIGHWAY FROM NORTHEAST CORNER OF RAILROAD BRIDGE NO.
 HY0665'777, 1/2 FOOT NORTHEAST OF SOUTHWEST EDGE OF ROCK AND 1 1/2 FEET
 HY0665'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0355 ***********************************************************************
 GY0355  DESIGNATION -  Z 147
 GY0355  PID         -  GY0355
 GY0355  STATE/COUNTY-  WV/WAYNE
 GY0355  USGS QUAD   -  WEBB (1989)
 GY0355
 GY0355                         *CURRENT SURVEY CONTROL
 GY0355  ___________________________________________________________________
 GY0355* NAD 83(1986)-  37 56 20.     (N)    082 25 29.     (W)     SCALED    
 GY0355* NAVD 88     -       217.206  (meters)     712.62   (feet)  ADJUSTED  
 GY0355  ___________________________________________________________________
 GY0355  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 GY0355  DYNAMIC HT  -         217.048 (meters)     712.10  (feet)  COMP
 GY0355  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 GY0355
 GY0355  VERT ORDER  -  SECOND    CLASS 0
 GY0355
 GY0355.The horizontal coordinates were scaled from a topographic map and have
 GY0355.an estimated accuracy of +/- 6 seconds.
 GY0355
 GY0355.The orthometric height was determined by differential leveling
 GY0355.and adjusted by the National Geodetic Survey in June 1991..
 GY0355
 GY0355.The geoid height was determined by GEOID03.
 GY0355
 GY0355.The dynamic height is computed by dividing the NAVD 88
 GY0355.geopotential number by the normal gravity value computed on the
 GY0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0355.degrees latitude (g = 980.6199 gals.).
 GY0355
 GY0355.The modeled gravity was interpolated from observed gravity values.
 GY0355
 GY0355;                    North         East    Units  Estimated Accuracy
 GY0355;SPC WV S     -   105,170.      474,770.      MT  (+/- 180 meters Scaled)
 GY0355
 GY0355                          SUPERSEDED SURVEY CONTROL
 GY0355
 GY0355  NGVD 29 (??/??/92)  217.423  (m)          713.33   (f) ADJ UNCH    2 0
 GY0355
 GY0355.Superseded values are not recommended for survey control.
 GY0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0355.See file dsdata.txt to determine how the superseded data were derived.
 GY0355
 GY0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB748999(NAD 83)
 GY0355_MARKER: DB = BENCH MARK DISK
 GY0355_SETTING: 66 = SET IN ROCK OUTCROP
 GY0355_SP_SET: ROCK CUT
 GY0355_STAMPING: Z 147 1957
 GY0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0355+STABILITY: POSITION/ELEVATION WELL
 GY0355
 GY0355  HISTORY     - Date     Condition        Report By
 GY0355  HISTORY     - 1957     MONUMENTED       CGS
 GY0355
 GY0355                          STATION DESCRIPTION
 GY0355
 GY0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0355'4 MI NW FROM CRUM.
 GY0355'ABOUT 4.0 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 GY0355'AT CRUM, AT THE JUNCTION OF A DRIVE SOUTHEAST TO A 1-STORY WHITE
 GY0355'FRAME HOUSE, SET VERTICALLY IN THE SOUTHEAST FACE OF A LARGE
 GY0355'ROCK CUT, 25 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 57 FEET
 GY0355'SOUTHWEST OF EXTENDED CENTER LINE OF DRIVE, 150 FEET SOUTHWEST
 GY0355'OF NORTHEAST END OF CUT, 2 FEET ABOVE GROUND AND ABOUT 4 FEET
 GY0355'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0709 ***********************************************************************
 HY0709  DESIGNATION -  Z 148
 HY0709  PID         -  HY0709
 HY0709  STATE/COUNTY-  WV/WAYNE
 HY0709  USGS QUAD   -  RADNOR (1989)
 HY0709
 HY0709                         *CURRENT SURVEY CONTROL
 HY0709  ___________________________________________________________________
 HY0709* NAD 83(1986)-  38 01 03.     (N)    082 25 30.     (W)     SCALED    
 HY0709* NAVD 88     -       222.764  (meters)     730.85   (feet)  ADJUSTED  
 HY0709  ___________________________________________________________________
 HY0709  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HY0709  DYNAMIC HT  -         222.603 (meters)     730.32  (feet)  COMP
 HY0709  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 HY0709
 HY0709  VERT ORDER  -  SECOND    CLASS 0
 HY0709
 HY0709.The horizontal coordinates were scaled from a topographic map and have
 HY0709.an estimated accuracy of +/- 6 seconds.
 HY0709
 HY0709.The orthometric height was determined by differential leveling
 HY0709.and adjusted by the National Geodetic Survey in June 1991..
 HY0709
 HY0709.The geoid height was determined by GEOID03.
 HY0709
 HY0709.The dynamic height is computed by dividing the NAVD 88
 HY0709.geopotential number by the normal gravity value computed on the
 HY0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0709.degrees latitude (g = 980.6199 gals.).
 HY0709
 HY0709.The modeled gravity was interpolated from observed gravity values.
 HY0709
 HY0709;                    North         East    Units  Estimated Accuracy
 HY0709;SPC WV S     -   113,890.      474,880.      MT  (+/- 180 meters Scaled)
 HY0709
 HY0709                          SUPERSEDED SURVEY CONTROL
 HY0709
 HY0709  NGVD 29 (??/??/92)  222.979  (m)          731.56   (f) ADJ UNCH    2 0
 HY0709
 HY0709.Superseded values are not recommended for survey control.
 HY0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0709.See file dsdata.txt to determine how the superseded data were derived.
 HY0709
 HY0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC749087(NAD 83)
 HY0709_MARKER: DB = BENCH MARK DISK
 HY0709_SETTING: 66 = SET IN ROCK OUTCROP
 HY0709_SP_SET: ROCK CUT
 HY0709_STAMPING: Z 148 1957
 HY0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0709+STABILITY: POSITION/ELEVATION WELL
 HY0709
 HY0709  HISTORY     - Date     Condition        Report By
 HY0709  HISTORY     - 1957     MONUMENTED       CGS
 HY0709
 HY0709                          STATION DESCRIPTION
 HY0709
 HY0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0709'1 MI S FROM DUNLOW.
 HY0709'ABOUT 1.0 MILE SOUTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0709'DUNLOW, DIRECTLY IN THE EXTENDED CENTER LINE OF AND ABOUT 35
 HY0709'FEET ABOVE A BRIDGE OVER WEST FORK OF TWELVEPOLE CREEK ON A DIRT
 HY0709'ROAD SOUTHWEST WHICH JUNCTIONS WITH A NARROW ROAD FOLLOWING
 HY0709'GRADE OF OLD ABANDONED NORFOLK AND WESTERN RAILWAY (THE OLD
 HY0709'RAILWAY BED PARALLELS THE HIGHWAY), SET VERTICALLY IN THE SOUTHWEST
 HY0709'FACE OF A LARGE ROCK CUT, 15 FEET NORTHEAST OF CENTER LINE OF
 HY0709'HIGHWAY, 210 FEET NORTHWEST OF SOUTHEAST END OF ROCK PART OF
 HY0709'CUT AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0732 ***********************************************************************
 HY0732  DESIGNATION -  Z 149
 HY0732  PID         -  HY0732
 HY0732  STATE/COUNTY-  WV/WAYNE
 HY0732  USGS QUAD   -  RADNOR (1989)
 HY0732
 HY0732                         *CURRENT SURVEY CONTROL
 HY0732  ___________________________________________________________________
 HY0732* NAD 83(1986)-  38 02 35.     (N)    082 28 47.     (W)     SCALED    
 HY0732* NAVD 88     -       227.317  (meters)     745.79   (feet)  ADJUSTED  
 HY0732  ___________________________________________________________________
 HY0732  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HY0732  DYNAMIC HT  -         227.155 (meters)     745.26  (feet)  COMP
 HY0732  MODELED GRAV-     979,913.4   (mgal)                       NAVD 88
 HY0732
 HY0732  VERT ORDER  -  SECOND    CLASS 0
 HY0732
 HY0732.The horizontal coordinates were scaled from a topographic map and have
 HY0732.an estimated accuracy of +/- 6 seconds.
 HY0732
 HY0732.The orthometric height was determined by differential leveling
 HY0732.and adjusted by the National Geodetic Survey in June 1991..
 HY0732
 HY0732.The geoid height was determined by GEOID03.
 HY0732
 HY0732.The dynamic height is computed by dividing the NAVD 88
 HY0732.geopotential number by the normal gravity value computed on the
 HY0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0732.degrees latitude (g = 980.6199 gals.).
 HY0732
 HY0732.The modeled gravity was interpolated from observed gravity values.
 HY0732
 HY0732;                    North         East    Units  Estimated Accuracy
 HY0732;SPC WV S     -   116,800.      470,120.      MT  (+/- 180 meters Scaled)
 HY0732
 HY0732                          SUPERSEDED SURVEY CONTROL
 HY0732
 HY0732  NGVD 29 (??/??/92)  227.538  (m)          746.51   (f) ADJ UNCH    2 0
 HY0732
 HY0732.Superseded values are not recommended for survey control.
 HY0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0732.See file dsdata.txt to determine how the superseded data were derived.
 HY0732
 HY0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC701116(NAD 83)
 HY0732_MARKER: DB = BENCH MARK DISK
 HY0732_SETTING: 66 = SET IN ROCK OUTCROP
 HY0732_SP_SET: ROCK LEDGE
 HY0732_STAMPING: Z 149 1957
 HY0732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0732+STABILITY: POSITION/ELEVATION WELL
 HY0732
 HY0732  HISTORY     - Date     Condition        Report By
 HY0732  HISTORY     - 1957     MONUMENTED       CGS
 HY0732
 HY0732                          STATION DESCRIPTION
 HY0732
 HY0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0732'4.5 MI NE FROM GLENHAYES.
 HY0732'ABOUT 2.95 MILES SOUTHEAST AND NORTHEAST ALONG A GRAVEL AND DIRT
 HY0732'ROAD FOLLOWING LOST CREEK FROM THE SCHOOL AT GLENHAYES, THENCE
 HY0732'ABOUT 1.55 MILES NORTH ALONG A ROUGH ROAD LEADING OVER GAP INTO
 HY0732'MILL CREEK, AT THE JUNCTION OF AN EAST-WEST ROAD ALONG MILL
 HY0732'CREEK, ABOUT 1.05 MILES WEST OF A BRIDGE AND A CHURCH, SET
 HY0732'VERTICALLY IN THE SOUTH FACE OF A LEDGE OF ROCK THAT FORMS THE
 HY0732'NORTHEAST BANK OF MILL CREEK, 72 FEET NORTHEAST AND ACROSS CREEK
 HY0732'FROM CENTER LINE OF MILL CREEK ROAD, 120 FEET NORTH AND ACROSS
 HY0732'CREEK FROM CENTER OF JUNCTION OF ROAD SOUTH, ABOUT 4 1/2 FEET
 HY0732'ABOVE CREEK BED AND ABOUT 8 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0338 ***********************************************************************
 GY0338  DESIGNATION -  Z 150
 GY0338  PID         -  GY0338
 GY0338  STATE/COUNTY-  WV/MINGO
 GY0338  USGS QUAD   -  MYRTLE (1976)
 GY0338
 GY0338                         *CURRENT SURVEY CONTROL
 GY0338  ___________________________________________________________________
 GY0338* NAD 83(1986)-  37 52 13.     (N)    082 10 41.     (W)     SCALED    
 GY0338* NAVD 88     -       308.143  (meters)    1010.97   (feet)  ADJUSTED  
 GY0338  ___________________________________________________________________
 GY0338  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GY0338  DYNAMIC HT  -         307.915 (meters)    1010.22  (feet)  COMP
 GY0338  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 GY0338
 GY0338  VERT ORDER  -  SECOND    CLASS 0
 GY0338
 GY0338.The horizontal coordinates were scaled from a topographic map and have
 GY0338.an estimated accuracy of +/- 6 seconds.
 GY0338
 GY0338.The orthometric height was determined by differential leveling
 GY0338.and adjusted by the National Geodetic Survey in June 1991..
 GY0338
 GY0338.The geoid height was determined by GEOID03.
 GY0338
 GY0338.The dynamic height is computed by dividing the NAVD 88
 GY0338.geopotential number by the normal gravity value computed on the
 GY0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0338.degrees latitude (g = 980.6199 gals.).
 GY0338
 GY0338.The modeled gravity was interpolated from observed gravity values.
 GY0338
 GY0338;                    North         East    Units  Estimated Accuracy
 GY0338;SPC WV S     -    97,250.      496,360.      MT  (+/- 180 meters Scaled)
 GY0338
 GY0338                          SUPERSEDED SURVEY CONTROL
 GY0338
 GY0338  NGVD 29 (??/??/92)  308.355  (m)         1011.66   (f) ADJ UNCH    2 0
 GY0338
 GY0338.Superseded values are not recommended for survey control.
 GY0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0338.See file dsdata.txt to determine how the superseded data were derived.
 GY0338
 GY0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB963920(NAD 83)
 GY0338_MARKER: DB = BENCH MARK DISK
 GY0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0338_SP_SET: STEP
 GY0338_STAMPING: Z 150 1957
 GY0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0338
 GY0338  HISTORY     - Date     Condition        Report By
 GY0338  HISTORY     - 1957     MONUMENTED       CGS
 GY0338
 GY0338                          STATION DESCRIPTION
 GY0338
 GY0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0338'0.2 MI W FROM DINGESS.
 GY0338'ABOUT 0.1 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GY0338'AT DINGESS, THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A GRAVEL ROAD
 GY0338'LEADING TO LENORE, AT THE NORTHEAST END OF A TUNNEL (ROAD FOLLOWING
 GY0338'OLD GRADE OF NORFOLK AND WESTERN RAILWAY THRU TUNNEL), SET IN
 GY0338'THE TOP OF THE SECOND STEP UP FROM BOTTOM OF THE NORTHWEST WING
 GY0338'WALL AT NORTHEAST END OF TUNNEL, 10 FEET NORTHWEST OF CENTER LINE
 GY0338'OF ROAD, 32 FEET NORTHEAST OF PORTAL OF TUNNEL, AND ABOUT 3 FEET
 GY0338'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0566 ***********************************************************************
 HY0566  DESIGNATION -  Z 151
 HY0566  PID         -  HY0566
 HY0566  STATE/COUNTY-  WV/LINCOLN
 HY0566  USGS QUAD   -  BRANCHLAND (1987)
 HY0566
 HY0566                         *CURRENT SURVEY CONTROL
 HY0566  ___________________________________________________________________
 HY0566* NAD 83(1986)-  38 10 26.     (N)    082 10 02.     (W)     SCALED    
 HY0566* NAVD 88     -       181.222  (meters)     594.56   (feet)  ADJUSTED  
 HY0566  ___________________________________________________________________
 HY0566  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY0566  DYNAMIC HT  -         181.092 (meters)     594.13  (feet)  COMP
 HY0566  MODELED GRAV-     979,911.3   (mgal)                       NAVD 88
 HY0566
 HY0566  VERT ORDER  -  SECOND    CLASS 0
 HY0566
 HY0566.The horizontal coordinates were scaled from a topographic map and have
 HY0566.an estimated accuracy of +/- 6 seconds.
 HY0566
 HY0566.The orthometric height was determined by differential leveling
 HY0566.and adjusted by the National Geodetic Survey in June 1991..
 HY0566
 HY0566.The geoid height was determined by GEOID03.
 HY0566
 HY0566.The dynamic height is computed by dividing the NAVD 88
 HY0566.geopotential number by the normal gravity value computed on the
 HY0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0566.degrees latitude (g = 980.6199 gals.).
 HY0566
 HY0566.The modeled gravity was interpolated from observed gravity values.
 HY0566
 HY0566;                    North         East    Units  Estimated Accuracy
 HY0566;SPC WV S     -   130,930.      497,730.      MT  (+/- 180 meters Scaled)
 HY0566
 HY0566                          SUPERSEDED SURVEY CONTROL
 HY0566
 HY0566  NGVD 29 (??/??/92)  181.431  (m)          595.24   (f) ADJ UNCH    2 0
 HY0566
 HY0566.Superseded values are not recommended for survey control.
 HY0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0566.See file dsdata.txt to determine how the superseded data were derived.
 HY0566
 HY0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC977257(NAD 83)
 HY0566_MARKER: DB = BENCH MARK DISK
 HY0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0566_SP_SET: FOUNDATION
 HY0566_STAMPING: Z 151 1957
 HY0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0566
 HY0566  HISTORY     - Date     Condition        Report By
 HY0566  HISTORY     - 1957     MONUMENTED       CGS
 HY0566
 HY0566                          STATION DESCRIPTION
 HY0566
 HY0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0566'0.7 MI E FROM MIDKIFF.
 HY0566'ABOUT 0.7 MILE EAST ALONG A GRAVEL ROAD FROM THE CHESAPEAKE AND
 HY0566'OHIO RAILWAY STATION AT MIDKIFF, 21 FEET WEST OF CENTER LINE
 HY0566'OF GRAVEL ROAD, 95 FEET NORTHWEST OF SOUTHWEST END OF A
 HY0566'CORRUGATED PIPE CULVERT UNDER ROAD FOR A CREEK BRANCH, 107 FEET
 HY0566'WEST AND ACROSS ROAD FROM POWER POLE NO. 3217-21, 4 1/2 FEET
 HY0566'WEST OF A FENCE LINE, IN THE TOP OF THE SOUTHEAST END OF A 2 BY
 HY0566'4 1/2-FOOT ABANDONED CONCRETE FOUNDATION AND ABOUT 1/2 FOOT ABOVE
 HY0566'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0576 ***********************************************************************
 HY0576  DESIGNATION -  Z 152
 HY0576  PID         -  HY0576
 HY0576  STATE/COUNTY-  WV/LINCOLN
 HY0576  USGS QUAD   -  HAGER (1962)
 HY0576
 HY0576                         *CURRENT SURVEY CONTROL
 HY0576  ___________________________________________________________________
 HY0576* NAD 83(1986)-  38 10 34.     (N)    082 02 47.     (W)     SCALED    
 HY0576* NAVD 88     -       219.362  (meters)     719.69   (feet)  ADJUSTED  
 HY0576  ___________________________________________________________________
 HY0576  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY0576  DYNAMIC HT  -         219.205 (meters)     719.18  (feet)  COMP
 HY0576  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 HY0576
 HY0576  VERT ORDER  -  SECOND    CLASS 0
 HY0576
 HY0576.The horizontal coordinates were scaled from a topographic map and have
 HY0576.an estimated accuracy of +/- 6 seconds.
 HY0576
 HY0576.The orthometric height was determined by differential leveling
 HY0576.and adjusted by the National Geodetic Survey in June 1991..
 HY0576
 HY0576.The geoid height was determined by GEOID03.
 HY0576
 HY0576.The dynamic height is computed by dividing the NAVD 88
 HY0576.geopotential number by the normal gravity value computed on the
 HY0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0576.degrees latitude (g = 980.6199 gals.).
 HY0576
 HY0576.The modeled gravity was interpolated from observed gravity values.
 HY0576
 HY0576;                    North         East    Units  Estimated Accuracy
 HY0576;SPC WV S     -   131,050.      508,320.      MT  (+/- 180 meters Scaled)
 HY0576
 HY0576                          SUPERSEDED SURVEY CONTROL
 HY0576
 HY0576  NGVD 29 (??/??/92)  219.572  (m)          720.38   (f) ADJ UNCH    2 0
 HY0576
 HY0576.Superseded values are not recommended for survey control.
 HY0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0576.See file dsdata.txt to determine how the superseded data were derived.
 HY0576
 HY0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC083258(NAD 83)
 HY0576_MARKER: DB = BENCH MARK DISK
 HY0576_SETTING: 66 = SET IN ROCK OUTCROP
 HY0576_SP_SET: ROCK CUT
 HY0576_STAMPING: Z 152 1957
 HY0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0576+STABILITY: POSITION/ELEVATION WELL
 HY0576
 HY0576  HISTORY     - Date     Condition        Report By
 HY0576  HISTORY     - 1957     MONUMENTED       CGS
 HY0576
 HY0576                          STATION DESCRIPTION
 HY0576
 HY0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0576'7.2 MI SW FROM GRIFFITHSVILLE.
 HY0576'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 HY0576'AT GRIFFITHSVILLE, THENCE 6.85 MILE SOUTH AND WEST ALONG MAIN
 HY0576'GRAVEL ROAD, 2.6 MILE SOUTHWEST OF THE TOP OF THE GRADE AND GAP,
 HY0576'0.8 MILE SOUTHWEST OF PARSNER CREEK SCHOOL, 0.95 MILE NORTHEAST
 HY0576'OF JUNCTION OF BLACKTOP ROAD TO MYRA AND TO SPURLOCKVILLE, 55
 HY0576'FEET SOUTHEAST AND ACROSS ROAD FROM A GAS METER, 12 FEET
 HY0576'SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE
 HY0576'NORTHWEST FACE OF ROCK IN A 9 FOOT HIGH CUT, ACROSS THE ROAD
 HY0576'FROM A MAILBOX AT THE JUNCTION OF A FOOT PATH LEADING NORTHWEST
 HY0576'TO FARM HOUSE, 4 FEET ABOVE THE BOTTOM OF THE DITCH AND 2 FEET
 HY0576'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2201 ***********************************************************************
 HX2201  DESIGNATION -  Z 153
 HX2201  PID         -  HX2201
 HX2201  STATE/COUNTY-  WV/LINCOLN
 HX2201  USGS QUAD   -  MUD (1976)
 HX2201
 HX2201                         *CURRENT SURVEY CONTROL
 HX2201  ___________________________________________________________________
 HX2201* NAD 83(1986)-  38 03 46.     (N)    081 59 25.     (W)     SCALED    
 HX2201* NAVD 88     -       371.184  (meters)    1217.79   (feet)  ADJUSTED  
 HX2201  ___________________________________________________________________
 HX2201  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HX2201  DYNAMIC HT  -         370.918 (meters)    1216.92  (feet)  COMP
 HX2201  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 HX2201
 HX2201  VERT ORDER  -  SECOND    CLASS 0
 HX2201
 HX2201.The horizontal coordinates were scaled from a topographic map and have
 HX2201.an estimated accuracy of +/- 6 seconds.
 HX2201
 HX2201.The orthometric height was determined by differential leveling
 HX2201.and adjusted by the National Geodetic Survey in June 1991..
 HX2201
 HX2201.The geoid height was determined by GEOID03.
 HX2201
 HX2201.The dynamic height is computed by dividing the NAVD 88
 HX2201.geopotential number by the normal gravity value computed on the
 HX2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2201.degrees latitude (g = 980.6199 gals.).
 HX2201
 HX2201.The modeled gravity was interpolated from observed gravity values.
 HX2201
 HX2201;                    North         East    Units  Estimated Accuracy
 HX2201;SPC WV S     -   118,420.      513,100.      MT  (+/- 180 meters Scaled)
 HX2201
 HX2201                          SUPERSEDED SURVEY CONTROL
 HX2201
 HX2201  NGVD 29 (??/??/92)  371.398  (m)         1218.49   (f) ADJ UNCH    2 0
 HX2201
 HX2201.Superseded values are not recommended for survey control.
 HX2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2201.See file dsdata.txt to determine how the superseded data were derived.
 HX2201
 HX2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC131132(NAD 83)
 HX2201_MARKER: DB = BENCH MARK DISK
 HX2201_SETTING: 80 = SET IN A BOULDER
 HX2201_SP_SET: BOULDER
 HX2201_STAMPING: Z 153 1957
 HX2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2201+STABILITY: SURFACE MOTION
 HX2201
 HX2201  HISTORY     - Date     Condition        Report By
 HX2201  HISTORY     - 1957     MONUMENTED       CGS
 HX2201
 HX2201                          STATION DESCRIPTION
 HX2201
 HX2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2201'3.7 MI S FROM MUD.
 HX2201'ABOUT 0.85 MILE SOUTHEAST ALONG DIRT ROAD FOLLOWING MUD RIVER
 HX2201'FROM THE POST OFFICE AND STORE AT MUD, THENCE 2.25 MILE SOUTH
 HX2201'ALONG A DIRT ROAD FOLLOWING CONNELLY CREEK, THENCE 0.6 MILE
 HX2201'SOUTHWEST ALONG TRAIL ROAD TO THE TOP OF GRADE AND GAP, 104
 HX2201'FEET EAST OF THE TOP OF THE GAP, 43 FEET NORTH OF THE CENTER
 HX2201'LINE OF THE ROAD, SET VERTICALLY IN THE SOUTH FACE OF A 1 1/2
 HX2201'FEET HIGH AND 7 FEET WIDE IMBEDDED BOULDER IN THE SIDE OF A HILL,
 HX2201'ABOUT 1 FOOT ABOVE THE GROUND AND 20 FEET ABOVE THE LEVEL OF THE
 HX2201'ROAD.  NOTE-- MARK MAY BE REACHED FROM THE SCHOOL AT DOLLIE,
 HX2201'LINCOLN COUNTY, BY GOING 1.95 MILE NORTHWEST ALONG GRAVEL ROAD
 HX2201'THENCE 2.3 MILE NORTHEAST ALONG TRAIL ROAD TO THE TOP OF GRADE
 HX2201'AND GAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0763 ***********************************************************************
 HY0763  DESIGNATION -  Z 154
 HY0763  PID         -  HY0763
 HY0763  STATE/COUNTY-  WV/LINCOLN
 HY0763  USGS QUAD   -  RANGER (1976)
 HY0763
 HY0763                         *CURRENT SURVEY CONTROL
 HY0763  ___________________________________________________________________
 HY0763* NAD 83(1986)-  38 01 34.     (N)    082 07 53.     (W)     SCALED    
 HY0763* NAVD 88     -       190.056  (meters)     623.54   (feet)  ADJUSTED  
 HY0763  ___________________________________________________________________
 HY0763  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HY0763  DYNAMIC HT  -         189.919 (meters)     623.09  (feet)  COMP
 HY0763  MODELED GRAV-     979,904.6   (mgal)                       NAVD 88
 HY0763
 HY0763  VERT ORDER  -  SECOND    CLASS 0
 HY0763
 HY0763.The horizontal coordinates were scaled from a topographic map and have
 HY0763.an estimated accuracy of +/- 6 seconds.
 HY0763
 HY0763.The orthometric height was determined by differential leveling
 HY0763.and adjusted by the National Geodetic Survey in June 1991..
 HY0763
 HY0763.The geoid height was determined by GEOID03.
 HY0763
 HY0763.The dynamic height is computed by dividing the NAVD 88
 HY0763.geopotential number by the normal gravity value computed on the
 HY0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0763.degrees latitude (g = 980.6199 gals.).
 HY0763
 HY0763.The modeled gravity was interpolated from observed gravity values.
 HY0763
 HY0763;                    North         East    Units  Estimated Accuracy
 HY0763;SPC WV S     -   114,490.      500,670.      MT  (+/- 180 meters Scaled)
 HY0763
 HY0763                          SUPERSEDED SURVEY CONTROL
 HY0763
 HY0763  NGVD 29 (??/??/92)  190.271  (m)          624.25   (f) ADJ UNCH    2 0
 HY0763
 HY0763.Superseded values are not recommended for survey control.
 HY0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0763.See file dsdata.txt to determine how the superseded data were derived.
 HY0763
 HY0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC007093(NAD 83)
 HY0763_MARKER: DB = BENCH MARK DISK
 HY0763_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0763_SP_SET: ABUTMENT
 HY0763_STAMPING: Z 154 1957
 HY0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0763
 HY0763  HISTORY     - Date     Condition        Report By
 HY0763  HISTORY     - 1957     MONUMENTED       CGS
 HY0763
 HY0763                          STATION DESCRIPTION
 HY0763
 HY0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0763'AT HART.
 HY0763'AT HART, ABOUT 0.2 MILE SOUTH ALONG HART CREEK ROAD FROM THE
 HY0763'JUNCTION OF STATE HIGHWAY 10, ABOUT 0.4 MILE NORTH OF THE HIGH
 HY0763'SCHOOL AT HART, 114 FEET EAST OF CENTER LINE OF HART CREEK ROAD
 HY0763'(BLACK TOP), 16 FEET NORTHEAST OF CENTER LINE OF ROAD SOUTHEAST
 HY0763'(PROPOSED HIGHWAY 10), IN THE TOP OF THE NORTHEAST END OF
 HY0763'NORTHWEST ABUTMENT OF A CONCRETE BRIDGE NO. S 1900 (BUILT IN 1952)
 HY0763'OVER HART CREEK ON THE PROPOSED HIGHWAY 10, 1.4 FEET NORTHEAST
 HY0763'OF CONCRETE BANISTER AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0396 ***********************************************************************
 GY0396  DESIGNATION -  Z 155
 GY0396  PID         -  GY0396
 GY0396  STATE/COUNTY-  WV/LOGAN
 GY0396  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0396
 GY0396                         *CURRENT SURVEY CONTROL
 GY0396  ___________________________________________________________________
 GY0396* NAD 83(1986)-  37 55 55.     (N)    082 05 03.     (W)     SCALED    
 GY0396* NAVD 88     -       245.316  (meters)     804.84   (feet)  ADJUSTED  
 GY0396  ___________________________________________________________________
 GY0396  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GY0396  DYNAMIC HT  -         245.136 (meters)     804.25  (feet)  COMP
 GY0396  MODELED GRAV-     979,888.2   (mgal)                       NAVD 88
 GY0396
 GY0396  VERT ORDER  -  SECOND    CLASS 0
 GY0396
 GY0396.The horizontal coordinates were scaled from a topographic map and have
 GY0396.an estimated accuracy of +/- 6 seconds.
 GY0396
 GY0396.The orthometric height was determined by differential leveling
 GY0396.and adjusted by the National Geodetic Survey in June 1991..
 GY0396
 GY0396.The geoid height was determined by GEOID03.
 GY0396
 GY0396.The dynamic height is computed by dividing the NAVD 88
 GY0396.geopotential number by the normal gravity value computed on the
 GY0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0396.degrees latitude (g = 980.6199 gals.).
 GY0396
 GY0396.The modeled gravity was interpolated from observed gravity values.
 GY0396
 GY0396;                    North         East    Units  Estimated Accuracy
 GY0396;SPC WV S     -   103,990.      504,700.      MT  (+/- 180 meters Scaled)
 GY0396
 GY0396                          SUPERSEDED SURVEY CONTROL
 GY0396
 GY0396  NGVD 29 (??/??/92)  245.528  (m)          805.54   (f) ADJ UNCH    2 0
 GY0396
 GY0396.Superseded values are not recommended for survey control.
 GY0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0396.See file dsdata.txt to determine how the superseded data were derived.
 GY0396
 GY0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB047988(NAD 83)
 GY0396_MARKER: DB = BENCH MARK DISK
 GY0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0396_STAMPING: Z 155 1957
 GY0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0396+STABILITY: SURFACE MOTION
 GY0396
 GY0396  HISTORY     - Date     Condition        Report By
 GY0396  HISTORY     - 1957     MONUMENTED       CGS
 GY0396
 GY0396                          STATION DESCRIPTION
 GY0396
 GY0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0396'6.4 MI SW FROM CHAPMANVILLE.
 GY0396'ABOUT 5.75 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE HIGH
 GY0396'SCHOOL AT CHAPMANVILLE, THENCE ABOUT 0.7 MILE SOUTHWEST AND
 GY0396'SOUTH ALONG A GRAVEL ROAD FOLLOWING SMOKEHOUSE FORK UPSTREAM,
 GY0396'ABOUT 1.8 MILES NORTH OF CONLEY SCHOOL, 32 1/2 FEET SOUTHEAST OF
 GY0396'CENTER LINE OF ROAD, 18 1/2 FEET SOUTHEAST OF SOUTHEAST END OF
 GY0396'A 15-INCH CORRUGATED PIPE CULVERT, 18 FEET EAST OF A FENCE
 GY0396'CORNER, 1 FOOT NORTH OF A FENCE LINE, 2 FEET EAST OF A CONCRETE
 GY0396'WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN
 GY0396'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2216 ***********************************************************************
 HX2216  DESIGNATION -  Z 156
 HX2216  PID         -  HX2216
 HX2216  STATE/COUNTY-  WV/BOONE
 HX2216  USGS QUAD   -  MUD (1976)
 HX2216
 HX2216                         *CURRENT SURVEY CONTROL
 HX2216  ___________________________________________________________________
 HX2216* NAD 83(1986)-  38 00 59.     (N)    081 54 35.     (W)     SCALED    
 HX2216* NAVD 88     -       315.743  (meters)    1035.90   (feet)  ADJUSTED  
 HX2216  ___________________________________________________________________
 HX2216  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HX2216  DYNAMIC HT  -         315.515 (meters)    1035.15  (feet)  COMP
 HX2216  MODELED GRAV-     979,898.0   (mgal)                       NAVD 88
 HX2216
 HX2216  VERT ORDER  -  SECOND    CLASS 0
 HX2216
 HX2216.The horizontal coordinates were scaled from a topographic map and have
 HX2216.an estimated accuracy of +/- 6 seconds.
 HX2216
 HX2216.The orthometric height was determined by differential leveling
 HX2216.and adjusted by the National Geodetic Survey in June 1991..
 HX2216
 HX2216.The geoid height was determined by GEOID03.
 HX2216
 HX2216.The dynamic height is computed by dividing the NAVD 88
 HX2216.geopotential number by the normal gravity value computed on the
 HX2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2216.degrees latitude (g = 980.6199 gals.).
 HX2216
 HX2216.The modeled gravity was interpolated from observed gravity values.
 HX2216
 HX2216;                    North         East    Units  Estimated Accuracy
 HX2216;SPC WV S     -   113,200.      520,120.      MT  (+/- 180 meters Scaled)
 HX2216
 HX2216                          SUPERSEDED SURVEY CONTROL
 HX2216
 HX2216  NGVD 29 (??/??/92)  315.953  (m)         1036.59   (f) ADJ UNCH    2 0
 HX2216
 HX2216.Superseded values are not recommended for survey control.
 HX2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2216.See file dsdata.txt to determine how the superseded data were derived.
 HX2216
 HX2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC201080(NAD 83)
 HX2216_MARKER: DB = BENCH MARK DISK
 HX2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2216_STAMPING: Z 156 1957
 HX2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2216+STABILITY: SURFACE MOTION
 HX2216
 HX2216  HISTORY     - Date     Condition        Report By
 HX2216  HISTORY     - 1957     MONUMENTED       CGS
 HX2216
 HX2216                          STATION DESCRIPTION
 HX2216
 HX2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HX2216'8.8 MI SW FROM MADISON.
 HX2216'ABOUT 2.9 MILE SOUTH ALONG U.S. 119 FROM ITS JUNCTION WITH STATE
 HX2216'HIGHWAY 79 AT MADISON, THENCE 3.3 MILE SOUTHWEST ALONG GRAVEL
 HX2216'ROAD, THENCE 1.45 MILE SOUTHWEST ALONG BLACKTOP ROAD, THENCE
 HX2216'1.15 MILE NORTHWEST ALONG GRAVEL ROAD, 41 1/2 FEET SOUTHEAST
 HX2216'OF THE EAST CORNER OF BELLS GROCERY STORE AND IN LINE WITH THE
 HX2216'EXTENSION OF THE NORTHEAST FACE OF THE GROCERY, 1 FOOT NORTH OF
 HX2216'FENCE LINE, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 HX2216'2 FEET WEST OF A CONCRETE WITNESS POST AND 1 FOOT BELOW THE
 HX2216'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HX2216'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0411 ***********************************************************************
 GY0411  DESIGNATION -  Z 157
 GY0411  PID         -  GY0411
 GY0411  STATE/COUNTY-  WV/LOGAN
 GY0411  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0411
 GY0411                         *CURRENT SURVEY CONTROL
 GY0411  ___________________________________________________________________
 GY0411* NAD 83(1986)-  37 58 39.     (N)    082 01 47.     (W)     SCALED    
 GY0411* NAVD 88     -       195.745  (meters)     642.21   (feet)  ADJUSTED  
 GY0411  ___________________________________________________________________
 GY0411  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GY0411  DYNAMIC HT  -         195.603 (meters)     641.74  (feet)  COMP
 GY0411  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 GY0411
 GY0411  VERT ORDER  -  SECOND    CLASS 0
 GY0411
 GY0411.The horizontal coordinates were scaled from a topographic map and have
 GY0411.an estimated accuracy of +/- 6 seconds.
 GY0411
 GY0411.The orthometric height was determined by differential leveling
 GY0411.and adjusted by the National Geodetic Survey in June 1991..
 GY0411
 GY0411.The geoid height was determined by GEOID03.
 GY0411
 GY0411.The dynamic height is computed by dividing the NAVD 88
 GY0411.geopotential number by the normal gravity value computed on the
 GY0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0411.degrees latitude (g = 980.6199 gals.).
 GY0411
 GY0411.The modeled gravity was interpolated from observed gravity values.
 GY0411
 GY0411;                    North         East    Units  Estimated Accuracy
 GY0411;SPC WV S     -   108,990.      509,540.      MT  (+/- 180 meters Scaled)
 GY0411
 GY0411                          SUPERSEDED SURVEY CONTROL
 GY0411
 GY0411  NGVD 29 (??/??/92)  195.956  (m)          642.90   (f) ADJ UNCH    2 0
 GY0411
 GY0411.Superseded values are not recommended for survey control.
 GY0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0411.See file dsdata.txt to determine how the superseded data were derived.
 GY0411
 GY0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC095038(NAD 83)
 GY0411_MARKER: DB = BENCH MARK DISK
 GY0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0411_SP_SET: CULVERT
 GY0411_STAMPING: Z 157 1957
 GY0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0411
 GY0411  HISTORY     - Date     Condition        Report By
 GY0411  HISTORY     - 1957     MONUMENTED       CGS
 GY0411
 GY0411                          STATION DESCRIPTION
 GY0411
 GY0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0411'2.9 MI SE FROM BIG CREEK.
 GY0411'ABOUT 2.9 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GY0411'FROM THE STATION AT BIG CREEK, ABOUT 1.2 MILES NORTHWEST OF THE
 GY0411'STATION AT CHAPMANVILLE, ABOUT 194 YARDS NORTHEAST OF MILE POST
 GY0411'53, 16 FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST MAIN TRACK,
 GY0411'60 FEET SOUTHEAST AND ACROSS TRACKS FROM CENTER LINE OF STATE
 GY0411'HIGHWAY 10, IN THE TOP OF NORTHEAST END OF SOUTHEAST CONCRETE
 GY0411'HEAD WALL OF A 15-INCH PIPE CULVERT WITH WING WALLS UNDER TRACK
 GY0411'AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0406 ***********************************************************************
 GY0406  DESIGNATION -  Z 157 X
 GY0406  PID         -  GY0406
 GY0406  STATE/COUNTY-  WV/LOGAN
 GY0406  USGS QUAD   -  CHAPMANVILLE (1976)
 GY0406
 GY0406                         *CURRENT SURVEY CONTROL
 GY0406  ___________________________________________________________________
 GY0406* NAD 83(1986)-  37 56 56.     (N)    082 00 54.     (W)     SCALED    
 GY0406* NAVD 88     -       200.117  (meters)     656.55   (feet)  ADJUSTED  
 GY0406  ___________________________________________________________________
 GY0406  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GY0406  DYNAMIC HT  -         199.972 (meters)     656.07  (feet)  COMP
 GY0406  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 GY0406
 GY0406  VERT ORDER  -  SECOND    CLASS 0
 GY0406
 GY0406.The horizontal coordinates were scaled from a topographic map and have
 GY0406.an estimated accuracy of +/- 6 seconds.
 GY0406
 GY0406.The orthometric height was determined by differential leveling
 GY0406.and adjusted by the National Geodetic Survey in June 1991..
 GY0406
 GY0406.The geoid height was determined by GEOID03.
 GY0406
 GY0406.The dynamic height is computed by dividing the NAVD 88
 GY0406.geopotential number by the normal gravity value computed on the
 GY0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0406.degrees latitude (g = 980.6199 gals.).
 GY0406
 GY0406.The modeled gravity was interpolated from observed gravity values.
 GY0406
 GY0406;                    North         East    Units  Estimated Accuracy
 GY0406;SPC WV S     -   105,800.      510,800.      MT  (+/- 180 meters Scaled)
 GY0406
 GY0406                          SUPERSEDED SURVEY CONTROL
 GY0406
 GY0406  NGVD 29 (??/??/92)  200.326  (m)          657.24   (f) ADJ UNCH    2 0
 GY0406
 GY0406.Superseded values are not recommended for survey control.
 GY0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0406.See file dsdata.txt to determine how the superseded data were derived.
 GY0406
 GY0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC108006(NAD 83)
 GY0406_MARKER: DB = BENCH MARK DISK
 GY0406_SETTING: 66 = SET IN ROCK OUTCROP
 GY0406_SP_SET: ROCK CUT
 GY0406_STAMPING: Z 157 X 1957
 GY0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0406+STABILITY: POSITION/ELEVATION WELL
 GY0406
 GY0406  HISTORY     - Date     Condition        Report By
 GY0406  HISTORY     - 1957     MONUMENTED       CGS
 GY0406
 GY0406                          STATION DESCRIPTION
 GY0406
 GY0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0406'1.7 MI S FROM CHAPMANVILLE.
 GY0406'ABOUT 1.7 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GY0406'FROM THE STATION AT CHAPMANVILLE, 76 FEET EAST AND ACROSS STATE
 GY0406'HIGHWAY 10 FROM EAST RAIL, 20 FEET EAST OF CENTER LINE OF
 GY0406'HIGHWAY 10, 173 FEET NORTHEAST AND ACROSS HIGHWAY AND TRACKS
 GY0406'FROM MILE POST 56, 195 FEET SOUTHEAST AND ACROSS HIGHWAY FROM
 GY0406'STATION SIGN PHICO, SET VERTICALLY IN THE WEST FACE OF AN
 GY0406'IRREGULAR LAYERED ROCK CUT, 5 FEET ABOUT BOTTOM OF DITCH AND 3 1/2
 GY0406'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0349 ***********************************************************************
 GY0349  DESIGNATION -  Z 158
 GY0349  PID         -  GY0349
 GY0349  STATE/COUNTY-  WV/MINGO
 GY0349  USGS QUAD   -  WILSONDALE (1981)
 GY0349
 GY0349                         *CURRENT SURVEY CONTROL
 GY0349  ___________________________________________________________________
 GY0349* NAD 83(1986)-  37 54 06.     (N)    082 17 33.     (W)     SCALED    
 GY0349* NAVD 88     -       293.175  (meters)     961.86   (feet)  ADJUSTED  
 GY0349  ___________________________________________________________________
 GY0349  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GY0349  DYNAMIC HT  -         292.960 (meters)     961.15  (feet)  COMP
 GY0349  MODELED GRAV-     979,888.6   (mgal)                       NAVD 88
 GY0349
 GY0349  VERT ORDER  -  SECOND    CLASS 0
 GY0349
 GY0349.The horizontal coordinates were scaled from a topographic map and have
 GY0349.an estimated accuracy of +/- 6 seconds.
 GY0349
 GY0349.The orthometric height was determined by differential leveling
 GY0349.and adjusted by the National Geodetic Survey in June 1991..
 GY0349
 GY0349.The geoid height was determined by GEOID03.
 GY0349
 GY0349.The dynamic height is computed by dividing the NAVD 88
 GY0349.geopotential number by the normal gravity value computed on the
 GY0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0349.degrees latitude (g = 980.6199 gals.).
 GY0349
 GY0349.The modeled gravity was interpolated from observed gravity values.
 GY0349
 GY0349;                    North         East    Units  Estimated Accuracy
 GY0349;SPC WV S     -   100,870.      486,340.      MT  (+/- 180 meters Scaled)
 GY0349
 GY0349                          SUPERSEDED SURVEY CONTROL
 GY0349
 GY0349  NGVD 29 (??/??/92)  293.388  (m)          962.56   (f) ADJ UNCH    2 0
 GY0349
 GY0349.Superseded values are not recommended for survey control.
 GY0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0349.See file dsdata.txt to determine how the superseded data were derived.
 GY0349
 GY0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB863956(NAD 83)
 GY0349_MARKER: DB = BENCH MARK DISK
 GY0349_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY0349_STAMPING: Z 158 1957
 GY0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0349
 GY0349  HISTORY     - Date     Condition        Report By
 GY0349  HISTORY     - 1957     MONUMENTED       CGS
 GY0349
 GY0349                          STATION DESCRIPTION
 GY0349
 GY0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0349'2.5 MI SW FROM BREEDEN.
 GY0349'ABOUT 2.5 MILES SOUTHWEST ALONG A ROAD FOLLOWING BREEDEN CREEK
 GY0349'FROM THE JUNCTION OF ROAD FOLLOWING OLD GRADE OF THE NORFOLK AND
 GY0349'WESTERN RAILWAY AT BREEDEN, ABOUT 0.65 MILE SOUTHWEST OF UNITED
 GY0349'FUEL COMPANY PUMPING STATION, AT THE JUNCTION OF A DIM ROAD
 GY0349'SOUTH, NEAR A 12-FOOT BRIDGE OVER BREEDEN CREEK, IN THE TOP OF THE
 GY0349'EAST END OF A ROCK PROJECTING ABOUT 35 FEET LONG AND 2 FEET HIGH,
 GY0349'26 FEET NORTH OF CENTER LINE OF ROAD, 84 FEET WEST OF NORTHWEST
 GY0349'CORNER OF BRIDGE, 15 FEET WEST OF EXTENDED CENTER LINE OF DIM ROAD
 GY0349'SOUTH, 18 FEET SOUTHWEST OF JUNCTION OF A 6-INCH PIPE LINE WITH A
 GY0349'SHUT-OFF VALVE, 4 FEET WEST OF EAST END OF ROCK AND ABOUT LEVEL
 GY0349'WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0740 ***********************************************************************
 HY0740  DESIGNATION -  Z 159
 HY0740  PID         -  HY0740
 HY0740  STATE/COUNTY-  WV/WAYNE
 HY0740  USGS QUAD   -  RADNOR (1989)
 HY0740
 HY0740                         *CURRENT SURVEY CONTROL
 HY0740  ___________________________________________________________________
 HY0740* NAD 83(1986)-  38 01 36.     (N)    082 23 11.     (W)     SCALED    
 HY0740* NAVD 88     -       365.579  (meters)    1199.40   (feet)  ADJUSTED  
 HY0740  ___________________________________________________________________
 HY0740  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HY0740  DYNAMIC HT  -         365.316 (meters)    1198.54  (feet)  COMP
 HY0740  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 HY0740
 HY0740  VERT ORDER  -  SECOND    CLASS 0
 HY0740
 HY0740.The horizontal coordinates were scaled from a topographic map and have
 HY0740.an estimated accuracy of +/- 6 seconds.
 HY0740
 HY0740.The orthometric height was determined by differential leveling
 HY0740.and adjusted by the National Geodetic Survey in June 1991..
 HY0740
 HY0740.The geoid height was determined by GEOID03.
 HY0740
 HY0740.The dynamic height is computed by dividing the NAVD 88
 HY0740.geopotential number by the normal gravity value computed on the
 HY0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0740.degrees latitude (g = 980.6199 gals.).
 HY0740
 HY0740.The modeled gravity was interpolated from observed gravity values.
 HY0740
 HY0740;                    North         East    Units  Estimated Accuracy
 HY0740;SPC WV S     -   114,860.      478,290.      MT  (+/- 180 meters Scaled)
 HY0740
 HY0740                          SUPERSEDED SURVEY CONTROL
 HY0740
 HY0740  NGVD 29 (??/??/92)  365.795  (m)         1200.11   (f) ADJ UNCH    2 0
 HY0740
 HY0740.Superseded values are not recommended for survey control.
 HY0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0740.See file dsdata.txt to determine how the superseded data were derived.
 HY0740
 HY0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC783096(NAD 83)
 HY0740_MARKER: DB = BENCH MARK DISK
 HY0740_SETTING: 66 = SET IN ROCK OUTCROP
 HY0740_SP_SET: ROCK CUT
 HY0740_STAMPING: Z 159 1957
 HY0740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0740+STABILITY: POSITION/ELEVATION WELL
 HY0740
 HY0740  HISTORY     - Date     Condition        Report By
 HY0740  HISTORY     - 1957     MONUMENTED       CGS
 HY0740
 HY0740                          STATION DESCRIPTION
 HY0740
 HY0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HY0740'3.6 MI E FROM DUNLOW.
 HY0740'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 52 FROM THE SCHOOL AT
 HY0740'DUNLOW, THENCE ABOUT 2.8 MILES SOUTHEAST AND EAST ALONG A ROAD
 HY0740'FOLLOWING BIG BRANCH AND LEADING INTO MILAM CREEK, ON THE WEST
 HY0740'SLOPE OF A GRADE, ON THE OUTSIDE OF A SHORT CURVE WITH TANGENTS
 HY0740'EXTENDING SOUTH AND WEST, SET VERTICALLY IN THE WEST FACE OF A
 HY0740'LOW ROCK CUT, 10 FEET EAST OF CENTER LINE OF ROAD, 57 FEET
 HY0740'SOUTH OF EAST END OF A 14-INCH PIPE CULVERT UNDER ROAD AND 1
 HY0740'FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1421 ***********************************************************************
 HW1421  DESIGNATION -  Z 16
 HW1421  PID         -  HW1421
 HW1421  STATE/COUNTY-  WV/PENDLETON
 HW1421  USGS QUAD   -  FRANKLIN (1995)
 HW1421
 HW1421                         *CURRENT SURVEY CONTROL
 HW1421  ___________________________________________________________________
 HW1421* NAD 83(1986)-  38 39 06.     (N)    079 22 20.     (W)     SCALED    
 HW1421* NAVD 88     -       640.110  (meters)    2100.09   (feet)  ADJUSTED  
 HW1421  ___________________________________________________________________
 HW1421  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HW1421  DYNAMIC HT  -         639.644 (meters)    2098.57  (feet)  COMP
 HW1421  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 HW1421
 HW1421  VERT ORDER  -  SECOND    CLASS 0
 HW1421
 HW1421.The horizontal coordinates were scaled from a topographic map and have
 HW1421.an estimated accuracy of +/- 6 seconds.
 HW1421
 HW1421.The orthometric height was determined by differential leveling
 HW1421.and adjusted by the National Geodetic Survey in June 1991..
 HW1421
 HW1421.The geoid height was determined by GEOID03.
 HW1421
 HW1421.The dynamic height is computed by dividing the NAVD 88
 HW1421.geopotential number by the normal gravity value computed on the
 HW1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1421.degrees latitude (g = 980.6199 gals.).
 HW1421
 HW1421.The modeled gravity was interpolated from observed gravity values.
 HW1421
 HW1421;                    North         East    Units  Estimated Accuracy
 HW1421;SPC WV S     -   184,560.      741,680.      MT  (+/- 180 meters Scaled)
 HW1421
 HW1421                          SUPERSEDED SURVEY CONTROL
 HW1421
 HW1421  NGVD 29 (??/??/92)  640.235  (m)         2100.50   (f) ADJ UNCH    2 0
 HW1421
 HW1421.Superseded values are not recommended for survey control.
 HW1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1421.See file dsdata.txt to determine how the superseded data were derived.
 HW1421
 HW1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC416793(NAD 83)
 HW1421_MARKER: DB = BENCH MARK DISK
 HW1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1421_STAMPING: Z 16 1934
 HW1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1421+STABILITY: SURFACE MOTION
 HW1421
 HW1421  HISTORY     - Date     Condition        Report By
 HW1421  HISTORY     - 1934     MONUMENTED       CGS
 HW1421  HISTORY     - 1969     MARK NOT FOUND   USGS
 HW1421
 HW1421                          STATION DESCRIPTION
 HW1421
 HW1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1421'4 MI W FROM FRANKLIN.
 HW1421'4 MILES WEST ALONG U.S. HIGHWAY 33 FROM FRANKLIN, PENDLETON
 HW1421'COUNTY, 0.1 MILE EAST OF THE SCALES, 8 YARDS WEST OF A
 HW1421'DOUBLE-TRUNKED MAPLE TREE, 8 YARDS SOUTHEAST OF THE CENTERLINE
 HW1421'OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE LINE, AND LEVEL WITH
 HW1421'THE HIGHWAY, A STANDARD DISK, STAMPED Z 16 1934 AND SET IN THE
 HW1421'TOP OF A CONCRETE POST.
 HW1421
 HW1421                          STATION RECOVERY (1969)
 HW1421
 HW1421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HW1421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0368 ***********************************************************************
 GY0368  DESIGNATION -  Z 160
 GY0368  PID         -  GY0368
 GY0368  STATE/COUNTY-  WV/LINCOLN
 GY0368  USGS QUAD   -  TRACE (1976)
 GY0368
 GY0368                         *CURRENT SURVEY CONTROL
 GY0368  ___________________________________________________________________
 GY0368* NAD 83(1986)-  37 58 54.     (N)    082 14 00.     (W)     SCALED    
 GY0368* NAVD 88     -       303.021  (meters)     994.16   (feet)  ADJUSTED  
 GY0368  ___________________________________________________________________
 GY0368  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 GY0368  DYNAMIC HT  -         302.800 (meters)     993.44  (feet)  COMP
 GY0368  MODELED GRAV-     979,892.7   (mgal)                       NAVD 88
 GY0368
 GY0368  VERT ORDER  -  SECOND    CLASS 0
 GY0368
 GY0368.The horizontal coordinates were scaled from a topographic map and have
 GY0368.an estimated accuracy of +/- 6 seconds.
 GY0368
 GY0368.The orthometric height was determined by differential leveling
 GY0368.and adjusted by the National Geodetic Survey in June 1991..
 GY0368
 GY0368.The geoid height was determined by GEOID03.
 GY0368
 GY0368.The dynamic height is computed by dividing the NAVD 88
 GY0368.geopotential number by the normal gravity value computed on the
 GY0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0368.degrees latitude (g = 980.6199 gals.).
 GY0368
 GY0368.The modeled gravity was interpolated from observed gravity values.
 GY0368
 GY0368;                    North         East    Units  Estimated Accuracy
 GY0368;SPC WV S     -   109,670.      491,660.      MT  (+/- 180 meters Scaled)
 GY0368
 GY0368                          SUPERSEDED SURVEY CONTROL
 GY0368
 GY0368  NGVD 29 (??/??/92)  303.234  (m)          994.86   (f) ADJ UNCH    2 0
 GY0368
 GY0368.Superseded values are not recommended for survey control.
 GY0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0368.See file dsdata.txt to determine how the superseded data were derived.
 GY0368
 GY0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC916044(NAD 83)
 GY0368_MARKER: DB = BENCH MARK DISK
 GY0368_SETTING: 66 = SET IN ROCK OUTCROP
 GY0368_SP_SET: ROCK CUT
 GY0368_STAMPING: Z 160 1957
 GY0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0368+STABILITY: POSITION/ELEVATION WELL
 GY0368
 GY0368  HISTORY     - Date     Condition        Report By
 GY0368  HISTORY     - 1957     MONUMENTED       CGS
 GY0368
 GY0368                          STATION DESCRIPTION
 GY0368
 GY0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0368'6.6 MI N FROM BREEDEN.
 GY0368'ABOUT 0.9 MILE NORTHWEST ALONG A GRAVEL ROAD FOLLOWING THE
 GY0368'OLD GRADE OF THE NORFOLK AND WESTERN RAILWAY FROM JUNCTION OF ROAD
 GY0368'SOUTHWEST ALONG BREEDEN CREEK AT BREEDEN, THENCE ABOUT 2.2 MILES
 GY0368'NORTHEAST ALONG A ROUGH ROAD LEADING OVER MOUNTAIN, THENCE ABOUT
 GY0368'1.0 MILE NORTHWEST ALONG A ROAD FOLLOWING EAST FORK OF TWELVEPOLE
 GY0368'CREEK, THENCE ABOUT 2.5 MILES NORTHEAST ALONG A ROAD FOLLOWING
 GY0368'LAUREL BRANCH AND LEADING OVER MOUNTAIN INTO COPLEY TRACE
 GY0368'BRANCH AND KIAH CREEK, ABOUT 0.45 MILE NORTH OF A SMALL CEMETERY
 GY0368'AND TOP OF MOUNTAIN, ABOUT 1.1 MILES SOUTH OF JUNCTION OF KIAH
 GY0368'CREEK ROAD AND A SCHOOL, ABOUT 73 YARDS WEST OF A CURVE WITH
 GY0368'TANGENTS EXTENDING WEST AND SOUTH, SET VERTICALLY IN THE WEST
 GY0368'FACE OF A LOW ROCK CUT, 9 FEET SOUTH OF CENTER LINE OF ROAD,
 GY0368'23 FEET WEST OF EAST END OF ROCK PART OF CUT AND ABOUT 2 FEET
 GY0368'ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED FROM COVE GAP,
 GY0368'WAYNE COUNTY, BY GOING 4.1 MILES WEST ALONG STATE HIGHWAY 37
 GY0368'FROM CHURCH AND SCHOOL, THENCE 7.8 MILES SE ALONG ROAD FOLLOWING
 GY0368'EAST FORK OF TWELVEPOLE CREEK, THENCE 2.15 MILES E ALONG MOUNTAIN
 GY0368'ROAD LEADING INTO KIAH CREEK, THENCE ABOUT 5.65 MILES S AND SE
 GY0368'ALONG KIAH CREEK ROAD, THENCE ABOUT 1.1 MILES SOUTHWEST ALONG
 GY0368'A ROAD FOLLOWING COPLEY TRACE BRANCH AND LEADING INTO LAUREL
 GY0368'BRANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2163 ***********************************************************************
 GX2163  DESIGNATION -  Z 161
 GX2163  PID         -  GX2163
 GX2163  STATE/COUNTY-  WV/MINGO
 GX2163  USGS QUAD   -  GILBERT (1977)
 GX2163
 GX2163                         *CURRENT SURVEY CONTROL
 GX2163  ___________________________________________________________________
 GX2163* NAD 83(1986)-  37 37 03.     (N)    081 51 53.     (W)     SCALED    
 GX2163* NAVD 88     -       252.454  (meters)     828.26   (feet)  ADJUSTED  
 GX2163  ___________________________________________________________________
 GX2163  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX2163  DYNAMIC HT  -         252.262 (meters)     827.63  (feet)  COMP
 GX2163  MODELED GRAV-     979,861.6   (mgal)                       NAVD 88
 GX2163
 GX2163  VERT ORDER  -  SECOND    CLASS 0
 GX2163
 GX2163.The horizontal coordinates were scaled from a topographic map and have
 GX2163.an estimated accuracy of +/- 6 seconds.
 GX2163
 GX2163.The orthometric height was determined by differential leveling
 GX2163.and adjusted by the National Geodetic Survey in June 1991..
 GX2163
 GX2163.The geoid height was determined by GEOID03.
 GX2163
 GX2163.The dynamic height is computed by dividing the NAVD 88
 GX2163.geopotential number by the normal gravity value computed on the
 GX2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2163.degrees latitude (g = 980.6199 gals.).
 GX2163
 GX2163.The modeled gravity was interpolated from observed gravity values.
 GX2163
 GX2163;                    North         East    Units  Estimated Accuracy
 GX2163;SPC WV S     -    68,890.      523,660.      MT  (+/- 180 meters Scaled)
 GX2163
 GX2163                          SUPERSEDED SURVEY CONTROL
 GX2163
 GX2163  NGVD 29 (??/??/92)  252.661  (m)          828.94   (f) ADJ UNCH    2 0
 GX2163
 GX2163.Superseded values are not recommended for survey control.
 GX2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2163.See file dsdata.txt to determine how the superseded data were derived.
 GX2163
 GX2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB236637(NAD 83)
 GX2163_MARKER: DB = BENCH MARK DISK
 GX2163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2163_SP_SET: BRIDGE
 GX2163_STAMPING: Z 161 1957
 GX2163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2163
 GX2163  HISTORY     - Date     Condition        Report By
 GX2163  HISTORY     - 1957     MONUMENTED       CGS
 GX2163  HISTORY     - 1958     GOOD             NGS
 GX2163
 GX2163                          STATION DESCRIPTION
 GX2163
 GX2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GX2163'AT GILBERT.
 GX2163'AT GILBERT, ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 80 FROM THE
 GX2163'JUNCTION OF U.S. HIGHWAY 52, IN THE NORTH PART OF TOWN, ALONG THE
 GX2163'CHESAPEAKE AND OHIO RAILWAY, IN THE TOP OF THE SOUTHEAST END OF
 GX2163'NORTHEAST ABUTMENT OF A 25-FOOT BRIDGE, 5 FEET SOUTHEAST OF
 GX2163'SOUTHEAST RAIL, 76 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 1 1/2
 GX2163'FEET NORTHWEST OF SOUTHEAST END OF ABUTMENT AND ABOUT 2 FEET BELOW
 GX2163'LEVEL OF TRACK.
 GX2163
 GX2163                          STATION RECOVERY (1958)
 GX2163
 GX2163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GX2163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0279 ***********************************************************************
 GY0279  DESIGNATION -  Z 162
 GY0279  PID         -  GY0279
 GY0279  STATE/COUNTY-  WV/MINGO
 GY0279  USGS QUAD   -  BARNABUS (1976)
 GY0279
 GY0279                         *CURRENT SURVEY CONTROL
 GY0279  ___________________________________________________________________
 GY0279* NAD 83(1986)-  37 39 19.     (N)    082 04 01.     (W)     SCALED    
 GY0279* NAVD 88     -       348.029  (meters)    1141.83   (feet)  ADJUSTED  
 GY0279  ___________________________________________________________________
 GY0279  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GY0279  DYNAMIC HT  -         347.762 (meters)    1140.95  (feet)  COMP
 GY0279  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 GY0279
 GY0279  VERT ORDER  -  SECOND    CLASS 0
 GY0279
 GY0279.The horizontal coordinates were scaled from a topographic map and have
 GY0279.an estimated accuracy of +/- 6 seconds.
 GY0279
 GY0279.The orthometric height was determined by differential leveling
 GY0279.and adjusted by the National Geodetic Survey in June 1991..
 GY0279
 GY0279.The geoid height was determined by GEOID03.
 GY0279
 GY0279.The dynamic height is computed by dividing the NAVD 88
 GY0279.geopotential number by the normal gravity value computed on the
 GY0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0279.degrees latitude (g = 980.6199 gals.).
 GY0279
 GY0279.The modeled gravity was interpolated from observed gravity values.
 GY0279
 GY0279;                    North         East    Units  Estimated Accuracy
 GY0279;SPC WV S     -    73,270.      505,860.      MT  (+/- 180 meters Scaled)
 GY0279
 GY0279                          SUPERSEDED SURVEY CONTROL
 GY0279
 GY0279  NGVD 29 (??/??/92)  348.237  (m)         1142.51   (f) ADJ UNCH    2 0
 GY0279
 GY0279.Superseded values are not recommended for survey control.
 GY0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0279.See file dsdata.txt to determine how the superseded data were derived.
 GY0279
 GY0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB058681(NAD 83)
 GY0279_MARKER: DB = BENCH MARK DISK
 GY0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0279_SP_SET: CULVERT
 GY0279_STAMPING: Z 162 1957
 GY0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0279
 GY0279  HISTORY     - Date     Condition        Report By
 GY0279  HISTORY     - 1957     MONUMENTED       CGS
 GY0279
 GY0279                          STATION DESCRIPTION
 GY0279
 GY0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GY0279'4.2 MI W FROM MOUNTAIN VIEW.
 GY0279'ABOUT 4.25 MILES WEST ALONG U.S. HIGHWAYS 119 AND 52 FROM THEIR
 GY0279'JUNCTION AT MOUNTAIN VIEW, IN THE TOP OF THE WEST END OF THE
 GY0279'NORTH HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY,
 GY0279'15 FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT ABOVE
 GY0279'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1151 ***********************************************************************
 GX1151  DESIGNATION -  Z 163
 GX1151  PID         -  GX1151
 GX1151  STATE/COUNTY-  WV/RALEIGH
 GX1151  USGS QUAD   -  LESTER (1976)
 GX1151
 GX1151                         *CURRENT SURVEY CONTROL
 GX1151  ___________________________________________________________________
 GX1151* NAD 83(1986)-  37 38 23.     (N)    081 18 57.     (W)     SCALED    
 GX1151* NAVD 88     -       504.631  (meters)    1655.61   (feet)  ADJUSTED  
 GX1151  ___________________________________________________________________
 GX1151  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GX1151  DYNAMIC HT  -         504.221 (meters)    1654.27  (feet)  COMP
 GX1151  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 GX1151
 GX1151  VERT ORDER  -  SECOND    CLASS 0
 GX1151
 GX1151.The horizontal coordinates were scaled from a topographic map and have
 GX1151.an estimated accuracy of +/- 6 seconds.
 GX1151
 GX1151.The orthometric height was determined by differential leveling
 GX1151.and adjusted by the National Geodetic Survey in June 1991..
 GX1151
 GX1151.The geoid height was determined by GEOID03.
 GX1151
 GX1151.The dynamic height is computed by dividing the NAVD 88
 GX1151.geopotential number by the normal gravity value computed on the
 GX1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1151.degrees latitude (g = 980.6199 gals.).
 GX1151
 GX1151.The modeled gravity was interpolated from observed gravity values.
 GX1151
 GX1151;                    North         East    Units  Estimated Accuracy
 GX1151;SPC WV S     -    71,050.      572,130.      MT  (+/- 180 meters Scaled)
 GX1151
 GX1151                          SUPERSEDED SURVEY CONTROL
 GX1151
 GX1151  NGVD 29 (??/??/92)  504.793  (m)         1656.14   (f) ADJ UNCH    2 0
 GX1151
 GX1151.Superseded values are not recommended for survey control.
 GX1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1151.See file dsdata.txt to determine how the superseded data were derived.
 GX1151
 GX1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB721658(NAD 83)
 GX1151_MARKER: DB = BENCH MARK DISK
 GX1151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1151_SP_SET: CONC PEDESTAL
 GX1151_STAMPING: Z 163 1960
 GX1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1151
 GX1151  HISTORY     - Date     Condition        Report By
 GX1151  HISTORY     - 1960     MONUMENTED       CGS
 GX1151
 GX1151                          STATION DESCRIPTION
 GX1151
 GX1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1151'0.2 MI NE FROM HELEN.
 GX1151'ABOUT 0.25 MILE NORTHEAST ALONG THE VIRGINIAN RAILWAY FROM
 GX1151'GENERAL STORE NO. 26 AT HELEN, SET VERTICALLY IN THE EAST FACE
 GX1151'OF SOUTH CONCRETE PEDESTAL OF STOTESBURY NO. 11 TIPPLE OF E.G.
 GX1151'FUEL COMPANY, 10.1 FEET WEST OF WEST RAIL OF MAIN TRACK AND
 GX1151'ABOUT 3 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0317 ***********************************************************************
 JW0317  DESIGNATION -  Z 17
 JW0317  PID         -  JW0317
 JW0317  STATE/COUNTY-  WV/HARDY
 JW0317  USGS QUAD   -  OLD FIELDS (1970)
 JW0317
 JW0317                         *CURRENT SURVEY CONTROL
 JW0317  ___________________________________________________________________
 JW0317* NAD 83(1986)-  39 10 56.     (N)    078 53 41.     (W)     SCALED    
 JW0317* NAVD 88     -       227.931  (meters)     747.80   (feet)  ADJUSTED  
 JW0317  ___________________________________________________________________
 JW0317  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JW0317  DYNAMIC HT  -         227.787 (meters)     747.33  (feet)  COMP
 JW0317  MODELED GRAV-     979,992.4   (mgal)                       NAVD 88
 JW0317
 JW0317  VERT ORDER  -  SECOND    CLASS 0
 JW0317
 JW0317.The horizontal coordinates were scaled from a topographic map and have
 JW0317.an estimated accuracy of +/- 6 seconds.
 JW0317
 JW0317.The orthometric height was determined by differential leveling
 JW0317.and adjusted by the National Geodetic Survey in June 1991..
 JW0317
 JW0317.The geoid height was determined by GEOID03.
 JW0317
 JW0317.The dynamic height is computed by dividing the NAVD 88
 JW0317.geopotential number by the normal gravity value computed on the
 JW0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0317.degrees latitude (g = 980.6199 gals.).
 JW0317
 JW0317.The modeled gravity was interpolated from observed gravity values.
 JW0317
 JW0317;                    North         East    Units  Estimated Accuracy
 JW0317;SPC WV N     -    75,910.      652,300.      MT  (+/- 180 meters Scaled)
 JW0317
 JW0317                          SUPERSEDED SURVEY CONTROL
 JW0317
 JW0317  NGVD 29 (??/??/92)  228.091  (m)          748.33   (f) ADJ UNCH    2 0
 JW0317
 JW0317.Superseded values are not recommended for survey control.
 JW0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0317.See file dsdata.txt to determine how the superseded data were derived.
 JW0317
 JW0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD818391(NAD 83)
 JW0317_MARKER: DB = BENCH MARK DISK
 JW0317_SETTING: 66 = SET IN ROCK OUTCROP
 JW0317_SP_SET: BOULDER
 JW0317_STAMPING: Z 17 1934
 JW0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0317+STABILITY: POSITION/ELEVATION WELL
 JW0317
 JW0317  HISTORY     - Date     Condition        Report By
 JW0317  HISTORY     - 1934     MONUMENTED       CGS
 JW0317
 JW0317                          STATION DESCRIPTION
 JW0317
 JW0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0317'9.3 MI N FROM MOOREFIELD.
 JW0317'9.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0317'MOOREFIELD, HARDY COUNTY, 2.5 YARDS WEST OF THE CENTERLINE
 JW0317'OF THE TRACK, IN THE TOP OF A LARGE BOULDER, AND 1 FOOT HIGHER
 JW0317'THAN THE RAIL.  A STANDARD DISK, STAMPED Z 17 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2150 ***********************************************************************
 HX2150  DESIGNATION -  Z 175
 HX2150  PID         -  HX2150
 HX2150  STATE/COUNTY-  WV/BOONE
 HX2150  USGS QUAD   -  RACINE (1976)
 HX2150
 HX2150                         *CURRENT SURVEY CONTROL
 HX2150  ___________________________________________________________________
 HX2150* NAD 83(1986)-  38 09 23.     (N)    081 42 32.     (W)     SCALED    
 HX2150* NAVD 88     -       202.449  (meters)     664.20   (feet)  ADJUSTED  
 HX2150  ___________________________________________________________________
 HX2150  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HX2150  DYNAMIC HT  -         202.304 (meters)     663.73  (feet)  COMP
 HX2150  MODELED GRAV-     979,906.2   (mgal)                       NAVD 88
 HX2150
 HX2150  VERT ORDER  -  SECOND    CLASS 0
 HX2150
 HX2150.The horizontal coordinates were scaled from a topographic map and have
 HX2150.an estimated accuracy of +/- 6 seconds.
 HX2150
 HX2150.The orthometric height was determined by differential leveling
 HX2150.and adjusted by the National Geodetic Survey in June 1991..
 HX2150
 HX2150.The geoid height was determined by GEOID03.
 HX2150
 HX2150.The dynamic height is computed by dividing the NAVD 88
 HX2150.geopotential number by the normal gravity value computed on the
 HX2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2150.degrees latitude (g = 980.6199 gals.).
 HX2150
 HX2150.The modeled gravity was interpolated from observed gravity values.
 HX2150
 HX2150;                    North         East    Units  Estimated Accuracy
 HX2150;SPC WV S     -   128,580.      537,870.      MT  (+/- 180 meters Scaled)
 HX2150
 HX2150                          SUPERSEDED SURVEY CONTROL
 HX2150
 HX2150  NGVD 29 (??/??/92)  202.657  (m)          664.88   (f) ADJ UNCH    2 0
 HX2150
 HX2150.Superseded values are not recommended for survey control.
 HX2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2150.See file dsdata.txt to determine how the superseded data were derived.
 HX2150
 HX2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC378234(NAD 83)
 HX2150_MARKER: DB = BENCH MARK DISK
 HX2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2150_STAMPING: Z 175 1958
 HX2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2150+STABILITY: SURFACE MOTION
 HX2150
 HX2150  HISTORY     - Date     Condition        Report By
 HX2150  HISTORY     - 1958     MONUMENTED       CGS
 HX2150
 HX2150                          STATION DESCRIPTION
 HX2150
 HX2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2150'1.2 MI SE FROM BRUSHTON.
 HX2150'ABOUT 1.2 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX2150'FROM BRIDGE 101 OVER COAL RIVER AT BRUSHTON, 0.3 MILE SOUTH OF
 HX2150'MILE POST 11, AT THE CROSSING OF A SMALL ROAD, 18 FEET SOUTHWEST
 HX2150'OF THE SOUTHWEST RAIL AND AT THE SOUTH END OF A CURVE, ON OUTSIDE
 HX2150'OF CURVE, 70 FEET NORTHWEST OF CENTER OF CROSSING, 48 FEET WEST
 HX2150'OF AND ACROSS THE TRACK FROM TELEPHONE POLE 319, 18 FEET SOUTHEAST
 HX2150'OF THE SOUTHWEST END OF 18-INCH PIPE CULVERT UNDER TRACK, 14 FEET
 HX2150'NORTHEAST OF CENTER LINE OF ROAD, 1 1/2 FEET WEST OF A STEEL WITNESS
 HX2150'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 HX2150'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2470 ***********************************************************************
 GX2470  DESIGNATION -  Z 176
 GX2470  PID         -  GX2470
 GX2470  STATE/COUNTY-  WV/WYOMING
 GX2470  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2470
 GX2470                         *CURRENT SURVEY CONTROL
 GX2470  ___________________________________________________________________
 GX2470* NAD 83(1986)-  37 35 15.     (N)    081 44 35.     (W)     SCALED    
 GX2470* NAVD 88     -       429.168  (meters)    1408.03   (feet)  ADJUSTED  
 GX2470  ___________________________________________________________________
 GX2470  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX2470  DYNAMIC HT  -         428.835 (meters)    1406.94  (feet)  COMP
 GX2470  MODELED GRAV-     979,842.3   (mgal)                       NAVD 88
 GX2470
 GX2470  VERT ORDER  -  SECOND    CLASS 0
 GX2470
 GX2470.The horizontal coordinates were scaled from a topographic map and have
 GX2470.an estimated accuracy of +/- 6 seconds.
 GX2470
 GX2470.The orthometric height was determined by differential leveling
 GX2470.and adjusted by the National Geodetic Survey in June 1991..
 GX2470
 GX2470.The geoid height was determined by GEOID03.
 GX2470
 GX2470.The dynamic height is computed by dividing the NAVD 88
 GX2470.geopotential number by the normal gravity value computed on the
 GX2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2470.degrees latitude (g = 980.6199 gals.).
 GX2470
 GX2470.The modeled gravity was interpolated from observed gravity values.
 GX2470
 GX2470;                    North         East    Units  Estimated Accuracy
 GX2470;SPC WV S     -    65,470.      534,370.      MT  (+/- 180 meters Scaled)
 GX2470
 GX2470                          SUPERSEDED SURVEY CONTROL
 GX2470
 GX2470  NGVD 29 (??/??/92)  429.359  (m)         1408.66   (f) ADJ UNCH    2 0
 GX2470
 GX2470.Superseded values are not recommended for survey control.
 GX2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2470.See file dsdata.txt to determine how the superseded data were derived.
 GX2470
 GX2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB343603(NAD 83)
 GX2470_MARKER: DB = BENCH MARK DISK
 GX2470_SETTING: 66 = SET IN ROCK OUTCROP
 GX2470_SP_SET: CUT
 GX2470_STAMPING: Z 176 1958
 GX2470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2470+STABILITY: POSITION/ELEVATION WELL
 GX2470
 GX2470  HISTORY     - Date     Condition        Report By
 GX2470  HISTORY     - 1958     MONUMENTED       CGS
 GX2470  HISTORY     - 1963     GOOD             AEROS
 GX2470
 GX2470                          STATION DESCRIPTION
 GX2470
 GX2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2470'5.2 MI W FROM BAILEYVILLE.
 GX2470'ABOUT 5.25 MILES WEST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 GX2470'OVER GUYANDOT RIVER AT BAILEYSVILLE, ABOUT 100 YARDS SOUTHWEST
 GX2470'OF JUNCTION OF A NARROW DIRT ROAD LEADING NORTH, ON THE SOUTHWEST
 GX2470'SLOPE OF A GRADE, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GX2470'EAST AND SOUTHWEST, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 GX2470'ROCK CUT, 25 FEET NORTHWEST OF CENTER LINE OF ROAD, 32 FEET
 GX2470'SOUTHWEST OF CENTER OF A GATE ACROSS A NARROW DRIVE NORTHEAST
 GX2470'TO A SMALL HOUSE AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 GX2470
 GX2470                          STATION RECOVERY (1963)
 GX2470
 GX2470'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2490 ***********************************************************************
 GX2490  DESIGNATION -  Z 177
 GX2490  PID         -  GX2490
 GX2490  STATE/COUNTY-  WV/WYOMING
 GX2490  USGS QUAD   -  BAILEYSVILLE (1976)
 GX2490
 GX2490                         *CURRENT SURVEY CONTROL
 GX2490  ___________________________________________________________________
 GX2490* NAD 83(1986)-  37 37 21.     (N)    081 40 55.     (W)     SCALED    
 GX2490* NAVD 88     -       362.718  (meters)    1190.02   (feet)  ADJUSTED  
 GX2490  ___________________________________________________________________
 GX2490  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX2490  DYNAMIC HT  -         362.433 (meters)    1189.08  (feet)  COMP
 GX2490  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 GX2490
 GX2490  VERT ORDER  -  SECOND    CLASS 0
 GX2490
 GX2490.The horizontal coordinates were scaled from a topographic map and have
 GX2490.an estimated accuracy of +/- 6 seconds.
 GX2490
 GX2490.The orthometric height was determined by differential leveling
 GX2490.and adjusted by the National Geodetic Survey in June 1991..
 GX2490
 GX2490.The geoid height was determined by GEOID03.
 GX2490
 GX2490.The dynamic height is computed by dividing the NAVD 88
 GX2490.geopotential number by the normal gravity value computed on the
 GX2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2490.degrees latitude (g = 980.6199 gals.).
 GX2490
 GX2490.The modeled gravity was interpolated from observed gravity values.
 GX2490
 GX2490;                    North         East    Units  Estimated Accuracy
 GX2490;SPC WV S     -    69,310.      539,800.      MT  (+/- 180 meters Scaled)
 GX2490
 GX2490                          SUPERSEDED SURVEY CONTROL
 GX2490
 GX2490  NGVD 29 (??/??/92)  362.898  (m)         1190.61   (f) ADJ UNCH    2 0
 GX2490
 GX2490.Superseded values are not recommended for survey control.
 GX2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2490.See file dsdata.txt to determine how the superseded data were derived.
 GX2490
 GX2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB398641(NAD 83)
 GX2490_MARKER: DB = BENCH MARK DISK
 GX2490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2490_SP_SET: BRIDGE
 GX2490_STAMPING: Z 177 1958
 GX2490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2490
 GX2490  HISTORY     - Date     Condition        Report By
 GX2490  HISTORY     - 1958     MONUMENTED       CGS
 GX2490  HISTORY     - 1963     GOOD             AEROS
 GX2490  HISTORY     - 20030202 MARK NOT FOUND   INDIV
 GX2490
 GX2490                          STATION DESCRIPTION
 GX2490
 GX2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2490'8.1 MI SW FROM OCEANA.
 GX2490'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 10 FROM THE METHODIST
 GX2490'CHURCH AT OCEANA, THENCE ABOUT 7.5 MILES SOUTHWEST ALONG A
 GX2490'BLACK TOP ROAD, 0.65 MILE SOUTHEAST OF THE SCHOOL AT ELKLICK,
 GX2490'AT THE JUNCTION OF A BLACK TOP ROAD SOUTH TO BAILEYSVILLE, IN
 GX2490'THE TOP OF EAST END OF THE SOUTH ABUTMENT OF AN 18-FOOT BRIDGE
 GX2490'OVER SCHOOLHOUSE BRANCH, 12 FEET EAST OF CENTER LINE OF ROAD
 GX2490'NORTH AT CENTER OF NORTH JUNCTION OF ROAD SOUTH, 1/2 FOOT EAST
 GX2490'OF SOUTHEAST CORNER OF EAST GUARD RAIL AND 2 FEET BELOW LEVEL
 GX2490'OF ROAD.
 GX2490
 GX2490                          STATION RECOVERY (1963)
 GX2490
 GX2490'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2490'RECOVERED IN GOOD CONDITION.
 GX2490
 GX2490                          STATION RECOVERY (2003)
 GX2490
 GX2490'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2490'FOUND BRIDGE, CONCRETE HAS BEEN PLACED ON ABUTMENTS COVERING POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1888 ***********************************************************************
 GX1888  DESIGNATION -  Z 178
 GX1888  PID         -  GX1888
 GX1888  STATE/COUNTY-  WV/MCDOWELL
 GX1888  USGS QUAD   -  WAR (1977)
 GX1888
 GX1888                         *CURRENT SURVEY CONTROL
 GX1888  ___________________________________________________________________
 GX1888* NAD 83(1986)-  37 18 08.     (N)    081 40 22.     (W)     SCALED    
 GX1888* NAVD 88     -       451.669  (meters)    1481.85   (feet)  ADJUSTED  
 GX1888  ___________________________________________________________________
 GX1888  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GX1888  DYNAMIC HT  -         451.291 (meters)    1480.61  (feet)  COMP
 GX1888  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 GX1888
 GX1888  VERT ORDER  -  SECOND    CLASS 0
 GX1888
 GX1888.The horizontal coordinates were scaled from a topographic map and have
 GX1888.an estimated accuracy of +/- 6 seconds.
 GX1888
 GX1888.The orthometric height was determined by differential leveling
 GX1888.and adjusted by the National Geodetic Survey in June 1991..
 GX1888
 GX1888.The geoid height was determined by GEOID03.
 GX1888
 GX1888.The dynamic height is computed by dividing the NAVD 88
 GX1888.geopotential number by the normal gravity value computed on the
 GX1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1888.degrees latitude (g = 980.6199 gals.).
 GX1888
 GX1888.The modeled gravity was interpolated from observed gravity values.
 GX1888
 GX1888;                    North         East    Units  Estimated Accuracy
 GX1888;SPC WV S     -    33,760.      540,350.      MT  (+/- 180 meters Scaled)
 GX1888
 GX1888                          SUPERSEDED SURVEY CONTROL
 GX1888
 GX1888  NGVD 29 (??/??/92)  451.828  (m)         1482.37   (f) ADJ UNCH    2 0
 GX1888
 GX1888.Superseded values are not recommended for survey control.
 GX1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1888.See file dsdata.txt to determine how the superseded data were derived.
 GX1888
 GX1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB403286(NAD 83)
 GX1888_MARKER: DB = BENCH MARK DISK
 GX1888_SETTING: 66 = SET IN ROCK OUTCROP
 GX1888_SP_SET: SET IN ROCK OUTCROP
 GX1888_STAMPING: Z 178 1958
 GX1888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1888+STABILITY: POSITION/ELEVATION WELL
 GX1888
 GX1888  HISTORY     - Date     Condition        Report By
 GX1888  HISTORY     - 1958     MONUMENTED       CGS
 GX1888
 GX1888                          STATION DESCRIPTION
 GX1888
 GX1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1888'1 MI SE FROM WAR.
 GX1888'1.05 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST
 GX1888'OFFICE AT WAR, IN THE SOUTHEAST EDGE OF TOWN, 0.3 MILE SOUTH OF
 GX1888'THE NORFOLK AND WESTERN RAILWAY OVERPASS OVER THE HIGHWAY, ON THE
 GX1888'SOUTH SLOPE OF A HILL, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 GX1888'EXTENDING NORTH AND SOUTHWEST, 18 FEET SOUTHEAST OF CENTER LINE
 GX1888'OF HIGHWAY, SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK CUT,
 GX1888'93 FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK, AND 1 FOOT
 GX1888'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2484 ***********************************************************************
 GX2484  DESIGNATION -  Z 179
 GX2484  PID         -  GX2484
 GX2484  STATE/COUNTY-  WV/WYOMING
 GX2484  USGS QUAD   -  OCEANA (1976)
 GX2484
 GX2484                         *CURRENT SURVEY CONTROL
 GX2484  ___________________________________________________________________
 GX2484* NAD 83(1986)-  37 40 29.     (N)    081 39 44.     (W)     SCALED    
 GX2484* NAVD 88     -       372.317  (meters)    1221.51   (feet)  ADJUSTED  
 GX2484  ___________________________________________________________________
 GX2484  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX2484  DYNAMIC HT  -         372.023 (meters)    1220.55  (feet)  COMP
 GX2484  MODELED GRAV-     979,830.1   (mgal)                       NAVD 88
 GX2484
 GX2484  VERT ORDER  -  SECOND    CLASS 0
 GX2484
 GX2484.The horizontal coordinates were scaled from a topographic map and have
 GX2484.an estimated accuracy of +/- 6 seconds.
 GX2484
 GX2484.The orthometric height was determined by differential leveling
 GX2484.and adjusted by the National Geodetic Survey in June 1991..
 GX2484
 GX2484.The geoid height was determined by GEOID03.
 GX2484
 GX2484.The dynamic height is computed by dividing the NAVD 88
 GX2484.geopotential number by the normal gravity value computed on the
 GX2484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2484.degrees latitude (g = 980.6199 gals.).
 GX2484
 GX2484.The modeled gravity was interpolated from observed gravity values.
 GX2484
 GX2484;                    North         East    Units  Estimated Accuracy
 GX2484;SPC WV S     -    75,100.      541,580.      MT  (+/- 180 meters Scaled)
 GX2484
 GX2484                          SUPERSEDED SURVEY CONTROL
 GX2484
 GX2484  NGVD 29 (??/??/92)  372.490  (m)         1222.08   (f) ADJ UNCH    2 0
 GX2484
 GX2484.Superseded values are not recommended for survey control.
 GX2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2484.See file dsdata.txt to determine how the superseded data were derived.
 GX2484
 GX2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB416699(NAD 83)
 GX2484_MARKER: DB = BENCH MARK DISK
 GX2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2484_STAMPING: Z 179 1958
 GX2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2484+STABILITY: SURFACE MOTION
 GX2484
 GX2484  HISTORY     - Date     Condition        Report By
 GX2484  HISTORY     - 1958     MONUMENTED       CGS
 GX2484  HISTORY     - 1963     GOOD             AEROS
 GX2484
 GX2484                          STATION DESCRIPTION
 GX2484
 GX2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2484'2.8 MI SW FROM OCEANA.
 GX2484'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 10 FROM THE METHODIST
 GX2484'CHURCH AT OCEANA, THENCE ABOUT 2.25 MILES SOUTHWEST ALONG A
 GX2484'BLACK TOP ROAD, 0.5 MILE SOUTH OF A 75-FOOT BRIDGE OVER CLEAR
 GX2484'FORK, 1.0 MILE NORTH OF A 15-FOOT BRIDGE OVER MC DONALD MILL
 GX2484'CREEK, AT LILLY DALE, AT THE JUNCTION OF A DIRT ROAD SOUTHWEST,
 GX2484'33 1/2 FEET SOUTHWEST OF CENTER LINE OF ROAD, 18 FEET NORTHWEST
 GX2484'OF CENTER LINE OF DIRT ROAD, 14 1/2 FEET SOUTHWEST OF A POWER
 GX2484'POLE, 2 FEET SOUTHEAST OF A FENCE LINE, 2 FEET NORTHEAST OF A
 GX2484'STEEL WITNESS POST, ABOUT LEVEL WITH DIRT ROAD, ABOUT 4 FEET
 GX2484'BELOW LEVEL OF BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE
 GX2484'POST PROJECTING 3 INCHES.
 GX2484
 GX2484                          STATION RECOVERY (1963)
 GX2484
 GX2484'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 GX2484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0358 ***********************************************************************
 JW0358  DESIGNATION -  Z 18
 JW0358  PID         -  JW0358
 JW0358  STATE/COUNTY-  WV/HAMPSHIRE
 JW0358  USGS QUAD   -  HANGING ROCK (1973)
 JW0358
 JW0358                         *CURRENT SURVEY CONTROL
 JW0358  ___________________________________________________________________
 JW0358* NAD 83(1986)-  39 16 56.     (N)    078 33 50.     (W)     SCALED    
 JW0358* NAVD 88     -       318.081  (meters)    1043.57   (feet)  ADJUSTED  
 JW0358  ___________________________________________________________________
 JW0358  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JW0358  DYNAMIC HT  -         317.874 (meters)    1042.89  (feet)  COMP
 JW0358  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 JW0358
 JW0358  VERT ORDER  -  SECOND    CLASS 0
 JW0358
 JW0358.The horizontal coordinates were scaled from a topographic map and have
 JW0358.an estimated accuracy of +/- 6 seconds.
 JW0358
 JW0358.The orthometric height was determined by differential leveling
 JW0358.and adjusted by the National Geodetic Survey in June 1991..
 JW0358
 JW0358.The geoid height was determined by GEOID03.
 JW0358
 JW0358.The dynamic height is computed by dividing the NAVD 88
 JW0358.geopotential number by the normal gravity value computed on the
 JW0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0358.degrees latitude (g = 980.6199 gals.).
 JW0358
 JW0358.The modeled gravity was interpolated from observed gravity values.
 JW0358
 JW0358;                    North         East    Units  Estimated Accuracy
 JW0358;SPC WV N     -    87,260.      680,760.      MT  (+/- 180 meters Scaled)
 JW0358
 JW0358                          SUPERSEDED SURVEY CONTROL
 JW0358
 JW0358  NGVD 29 (??/??/92)  318.236  (m)         1044.08   (f) ADJ UNCH    2 0
 JW0358
 JW0358.Superseded values are not recommended for survey control.
 JW0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0358.See file dsdata.txt to determine how the superseded data were derived.
 JW0358
 JW0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD101509(NAD 83)
 JW0358_MARKER: DB = BENCH MARK DISK
 JW0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0358_STAMPING: Z 18 1934
 JW0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0358+STABILITY: SURFACE MOTION
 JW0358
 JW0358  HISTORY     - Date     Condition        Report By
 JW0358  HISTORY     - 1934     MONUMENTED       CGS
 JW0358  HISTORY     - 1973     MARK NOT FOUND   USGS
 JW0358
 JW0358                          STATION DESCRIPTION
 JW0358
 JW0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0358'4.4 MI E FROM AUGUSTA.
 JW0358'ABOUT 4.4 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JW0358'AT AUGUSTA, HAMPSHIRE COUNTY, AT THE CHANGE FROM A FILL TO A CUT,
 JW0358'ABOUT 13 YARDS SOUTH OF A ROUGH ROAD LEADING TO AN OLD HIGHWAY,
 JW0358'ABOUT 16 YARDS NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 50,
 JW0358'AND 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Z
 JW0358'18 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JW0358
 JW0358                          STATION RECOVERY (1973)
 JW0358
 JW0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JW0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1198 ***********************************************************************
 GX1198  DESIGNATION -  Z 180
 GX1198  PID         -  GX1198
 GX1198  STATE/COUNTY-  WV/WYOMING
 GX1198  USGS QUAD   -  MC GRAWS (1976)
 GX1198
 GX1198                         *CURRENT SURVEY CONTROL
 GX1198  ___________________________________________________________________
 GX1198* NAD 83(1986)-  37 42 38.     (N)    081 27 18.     (W)     SCALED    
 GX1198* NAVD 88     -       544.070  (meters)    1785.00   (feet)  ADJUSTED  
 GX1198  ___________________________________________________________________
 GX1198  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX1198  DYNAMIC HT  -         543.636 (meters)    1783.58  (feet)  COMP
 GX1198  MODELED GRAV-     979,813.9   (mgal)                       NAVD 88
 GX1198
 GX1198  VERT ORDER  -  SECOND    CLASS 0
 GX1198
 GX1198.The horizontal coordinates were scaled from a topographic map and have
 GX1198.an estimated accuracy of +/- 6 seconds.
 GX1198
 GX1198.The orthometric height was determined by differential leveling
 GX1198.and adjusted by the National Geodetic Survey in June 1991..
 GX1198
 GX1198.The geoid height was determined by GEOID03.
 GX1198
 GX1198.The dynamic height is computed by dividing the NAVD 88
 GX1198.geopotential number by the normal gravity value computed on the
 GX1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1198.degrees latitude (g = 980.6199 gals.).
 GX1198
 GX1198.The modeled gravity was interpolated from observed gravity values.
 GX1198
 GX1198;                    North         East    Units  Estimated Accuracy
 GX1198;SPC WV S     -    78,960.      559,880.      MT  (+/- 180 meters Scaled)
 GX1198
 GX1198                          SUPERSEDED SURVEY CONTROL
 GX1198
 GX1198  NGVD 29 (??/??/92)  544.236  (m)         1785.55   (f) ADJ UNCH    2 0
 GX1198
 GX1198.Superseded values are not recommended for survey control.
 GX1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1198.See file dsdata.txt to determine how the superseded data were derived.
 GX1198
 GX1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB598737(NAD 83)
 GX1198_MARKER: DB = BENCH MARK DISK
 GX1198_SETTING: 80 = SET IN A BOULDER
 GX1198_SP_SET: BOULDER
 GX1198_STAMPING: Z 180 1958
 GX1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1198+STABILITY: SURFACE MOTION
 GX1198
 GX1198  HISTORY     - Date     Condition        Report By
 GX1198  HISTORY     - 1958     MONUMENTED       CGS
 GX1198  HISTORY     - 1980     GOOD             LOCSUR
 GX1198
 GX1198                          STATION DESCRIPTION
 GX1198
 GX1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1198'4.6 MI NE FROM GLEN MORRISON.
 GX1198'ABOUT 4.65 MILES NORTHEAST ALONG A BLACK TOP ROAD TO GLEN DANIEL
 GX1198'FROM THE BRIDGE OVER LAUREL FORK CREEK AT GLEN MORRISON, 0.1
 GX1198'MILE SOUTH OF A 20-FOOT BRIDGE OVER TROUGH FORK AND THE CROSSING
 GX1198'OF THE VIRGINIAN RAILWAY, ON THE INSIDE OF A CURVE WITH TANGENTS
 GX1198'EXTENDING NORTH AND SOUTHWEST, SET VERTICALLY IN THE SOUTHEAST
 GX1198'FACE OF A 20-FOOT LONG AND 4-FOOT HIGH BOULDER, 24 FEET NORTHWEST
 GX1198'OF CENTER LINE OF ROAD, 12 FEET SOUTHWEST OF THE NORTHEAST END
 GX1198'OF THE BOULDER, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 GX1198
 GX1198                          STATION RECOVERY (1980)
 GX1198
 GX1198'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GX1198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2093 ***********************************************************************
 GX2093  DESIGNATION -  Z 181
 GX2093  PID         -  GX2093
 GX2093  STATE/COUNTY-  WV/MCDOWELL
 GX2093  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX2093
 GX2093                         *CURRENT SURVEY CONTROL
 GX2093  ___________________________________________________________________
 GX2093* NAD 83(1986)-  37 13 43.     (N)    081 31 27.     (W)     SCALED    
 GX2093* NAVD 88     -       596.905  (meters)    1958.35   (feet)  ADJUSTED  
 GX2093  ___________________________________________________________________
 GX2093  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GX2093  DYNAMIC HT  -         596.380 (meters)    1956.62  (feet)  COMP
 GX2093  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 GX2093
 GX2093  VERT ORDER  -  SECOND    CLASS 0
 GX2093
 GX2093.The horizontal coordinates were scaled from a topographic map and have
 GX2093.an estimated accuracy of +/- 6 seconds.
 GX2093
 GX2093.The orthometric height was determined by differential leveling
 GX2093.and adjusted by the National Geodetic Survey in June 1991..
 GX2093
 GX2093.The geoid height was determined by GEOID03.
 GX2093
 GX2093.The dynamic height is computed by dividing the NAVD 88
 GX2093.geopotential number by the normal gravity value computed on the
 GX2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2093.degrees latitude (g = 980.6199 gals.).
 GX2093
 GX2093.The modeled gravity was interpolated from observed gravity values.
 GX2093
 GX2093;                    North         East    Units  Estimated Accuracy
 GX2093;SPC WV S     -    25,510.      553,480.      MT  (+/- 180 meters Scaled)
 GX2093
 GX2093                          SUPERSEDED SURVEY CONTROL
 GX2093
 GX2093  NGVD 29 (??/??/92)  597.030  (m)         1958.76   (f) ADJ UNCH    2 0
 GX2093
 GX2093.Superseded values are not recommended for survey control.
 GX2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2093.See file dsdata.txt to determine how the superseded data were derived.
 GX2093
 GX2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB535203(NAD 83)
 GX2093_MARKER: DB = BENCH MARK DISK
 GX2093_SETTING: 66 = SET IN ROCK OUTCROP
 GX2093_SP_SET: ROCK CUT
 GX2093_STAMPING: Z 181 1958
 GX2093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2093+STABILITY: POSITION/ELEVATION WELL
 GX2093
 GX2093  HISTORY     - Date     Condition        Report By
 GX2093  HISTORY     - 1958     MONUMENTED       CGS
 GX2093
 GX2093                          STATION DESCRIPTION
 GX2093
 GX2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2093'3.1 MI E FROM BISHOP.
 GX2093'3.1 MILES EAST ALONG A BLACK TOP ROAD LEADING TO POCAHONTAS FROM
 GX2093'THE JUNCTION OF STATE HIGHWAY 16 AT BISHOP, 1.05 MILES WEST OF
 GX2093'A SIDE ROAD LEADING NORTH AND THE WEST VIRGINIA - VIRGINIA STATE
 GX2093'LINE, ABOUT 62 YARDS EAST OF THE JUNCTION OF A NARROW ROAD LEADING
 GX2093'NORTH UP A SMALL VALLEY, SET VERTICALLY IN THE SOUTH FACE OF A
 GX2093'ROCK CUT, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 120 FEET
 GX2093'WEST OF THE EAST END OF THE CUT, AND ABOUT 4 FEET ABOVE THE LEVEL
 GX2093'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1339 ***********************************************************************
 GX1339  DESIGNATION -  Z 182
 GX1339  PID         -  GX1339
 GX1339  STATE/COUNTY-  WV/MCDOWELL
 GX1339  USGS QUAD   -  ANAWALT (1977)
 GX1339
 GX1339                         *CURRENT SURVEY CONTROL
 GX1339  ___________________________________________________________________
 GX1339* NAD 83(1986)-  37 20 05.     (N)    081 28 53.     (W)     SCALED    
 GX1339* NAVD 88     -       468.949  (meters)    1538.54   (feet)  ADJUSTED  
 GX1339  ___________________________________________________________________
 GX1339  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GX1339  DYNAMIC HT  -         468.544 (meters)    1537.21  (feet)  COMP
 GX1339  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 GX1339
 GX1339  VERT ORDER  -  SECOND    CLASS 0
 GX1339
 GX1339.The horizontal coordinates were scaled from a topographic map and have
 GX1339.an estimated accuracy of +/- 6 seconds.
 GX1339
 GX1339.The orthometric height was determined by differential leveling
 GX1339.and adjusted by the National Geodetic Survey in June 1991..
 GX1339
 GX1339.The geoid height was determined by GEOID03.
 GX1339
 GX1339.The dynamic height is computed by dividing the NAVD 88
 GX1339.geopotential number by the normal gravity value computed on the
 GX1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1339.degrees latitude (g = 980.6199 gals.).
 GX1339
 GX1339.The modeled gravity was interpolated from observed gravity values.
 GX1339
 GX1339;                    North         East    Units  Estimated Accuracy
 GX1339;SPC WV S     -    37,260.      557,340.      MT  (+/- 180 meters Scaled)
 GX1339
 GX1339                          SUPERSEDED SURVEY CONTROL
 GX1339
 GX1339  NGVD 29 (??/??/92)  469.087  (m)         1539.00   (f) ADJ UNCH    2 0
 GX1339
 GX1339.Superseded values are not recommended for survey control.
 GX1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1339.See file dsdata.txt to determine how the superseded data were derived.
 GX1339
 GX1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB573321(NAD 83)
 GX1339_MARKER: DB = BENCH MARK DISK
 GX1339_SETTING: 66 = SET IN ROCK OUTCROP
 GX1339_SP_SET: ROCK CUT
 GX1339_STAMPING: Z 182 1958
 GX1339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1339+STABILITY: POSITION/ELEVATION WELL
 GX1339
 GX1339  HISTORY     - Date     Condition        Report By
 GX1339  HISTORY     - 1958     MONUMENTED       CGS
 GX1339
 GX1339                          STATION DESCRIPTION
 GX1339
 GX1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1339'6 MI SE FROM GARY.
 GX1339'ABOUT 6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 GX1339'OF A BLACK TOP ROAD LEADING SOUTH TO ELBERT AT GARY, 1.1 MILES
 GX1339'WEST OF THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY, 0.1
 GX1339'MILE NORTHEAST OF THE JUNCTION OF A BLACK TOP ROAD LEADING
 GX1339'SOUTHEAST PAST A GOLF CORSE, SET VERTICALLY IN THE SOUTHEAST
 GX1339'FACE OF A LONG SHALE-ROCK CUT, 19 FEET NORTHWEST OF THE CENTER
 GX1339'LINE OF THE HIGHWAY, ABOUT 190 YARDS SOUTHWEST OF THE NORTHEAST
 GX1339'END OF THE CUT, ON THE INSIDE AND AT THE NORTHEAST END OF A
 GX1339'CURVE WITH TANGENTS EXTENDING NORTHEAST AND NORTHWEST, AND ABOUT
 GX1339'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2053 ***********************************************************************
 GX2053  DESIGNATION -  Z 183
 GX2053  PID         -  GX2053
 GX2053  STATE/COUNTY-  WV/MCDOWELL
 GX2053  USGS QUAD   -  GARY (1977)
 GX2053
 GX2053                         *CURRENT SURVEY CONTROL
 GX2053  ___________________________________________________________________
 GX2053* NAD 83(1986)-  37 15 22.     (N)    081 30 15.     (W)     SCALED    
 GX2053* NAVD 88     -       800.410  (meters)    2626.01   (feet)  ADJUSTED  
 GX2053  ___________________________________________________________________
 GX2053  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GX2053  DYNAMIC HT  -         799.712 (meters)    2623.72  (feet)  COMP
 GX2053  MODELED GRAV-     979,730.8   (mgal)                       NAVD 88
 GX2053
 GX2053  VERT ORDER  -  SECOND    CLASS 0
 GX2053
 GX2053.The horizontal coordinates were scaled from a topographic map and have
 GX2053.an estimated accuracy of +/- 6 seconds.
 GX2053
 GX2053.The orthometric height was determined by differential leveling
 GX2053.and adjusted by the National Geodetic Survey in June 1991..
 GX2053
 GX2053.The geoid height was determined by GEOID03.
 GX2053
 GX2053.The dynamic height is computed by dividing the NAVD 88
 GX2053.geopotential number by the normal gravity value computed on the
 GX2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2053.degrees latitude (g = 980.6199 gals.).
 GX2053
 GX2053.The modeled gravity was interpolated from observed gravity values.
 GX2053
 GX2053;                    North         East    Units  Estimated Accuracy
 GX2053;SPC WV S     -    28,550.      555,270.      MT  (+/- 180 meters Scaled)
 GX2053
 GX2053                          SUPERSEDED SURVEY CONTROL
 GX2053
 GX2053  NGVD 29 (??/??/92)  800.545  (m)         2626.45   (f) ADJ UNCH    2 0
 GX2053
 GX2053.Superseded values are not recommended for survey control.
 GX2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2053.See file dsdata.txt to determine how the superseded data were derived.
 GX2053
 GX2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB552234(NAD 83)
 GX2053_MARKER: DB = BENCH MARK DISK
 GX2053_SETTING: 66 = SET IN ROCK OUTCROP
 GX2053_SP_SET: LEDGE
 GX2053_STAMPING: Z 183 1958
 GX2053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2053+STABILITY: POSITION/ELEVATION WELL
 GX2053
 GX2053  HISTORY     - Date     Condition        Report By
 GX2053  HISTORY     - 1958     MONUMENTED       CGS
 GX2053
 GX2053                          STATION DESCRIPTION
 GX2053
 GX2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2053'6 MI NE FROM BISHOP.
 GX2053'4.1 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 GX2053'OF STATE HIGHWAY 16 AT BISHOP, THENCE 1.85 MILES NORTH ALONG A
 GX2053'GRADED ROAD, 0.15 MILE SOUTHWEST OF A Y ROAD FORK AND THE SUMMIT
 GX2053'OF A GRADE, ON THE SOUTH SLOPE OF THE GRADE, ON THE INSIDE AND
 GX2053'AT THE WEST END OF A CURVE WITH TANGENTS EXTENDING WEST AND NORTH,
 GX2053'IN TOP OF A LEDGE 3-FOOT LONG AND 1 1/2-FOOT WIDE ON THE SOUTH
 GX2053'FACE OF A LARGE ROCK CUT, 31 FEET NORTH OF THE CENTER LINE OF
 GX2053'ROAD, 1/2 FOOT ABOVE A 6-INCH TRIANGLE CHISELED IN THE FACE OF
 GX2053'THE ROCK, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2062 ***********************************************************************
 GX2062  DESIGNATION -  Z 184
 GX2062  PID         -  GX2062
 GX2062  STATE/COUNTY-  WV/MCDOWELL
 GX2062  USGS QUAD   -  GARY (1977)
 GX2062
 GX2062                         *CURRENT SURVEY CONTROL
 GX2062  ___________________________________________________________________
 GX2062* NAD 83(1986)-  37 18 24.     (N)    081 35 54.     (W)     SCALED    
 GX2062* NAVD 88     -       495.773  (meters)    1626.55   (feet)  ADJUSTED  
 GX2062  ___________________________________________________________________
 GX2062  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX2062  DYNAMIC HT  -         495.355 (meters)    1625.18  (feet)  COMP
 GX2062  MODELED GRAV-     979,771.3   (mgal)                       NAVD 88
 GX2062
 GX2062  VERT ORDER  -  SECOND    CLASS 0
 GX2062
 GX2062.The horizontal coordinates were scaled from a topographic map and have
 GX2062.an estimated accuracy of +/- 6 seconds.
 GX2062
 GX2062.The orthometric height was determined by differential leveling
 GX2062.and adjusted by the National Geodetic Survey in June 1991..
 GX2062
 GX2062.The geoid height was determined by GEOID03.
 GX2062
 GX2062.The dynamic height is computed by dividing the NAVD 88
 GX2062.geopotential number by the normal gravity value computed on the
 GX2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2062.degrees latitude (g = 980.6199 gals.).
 GX2062
 GX2062.The modeled gravity was interpolated from observed gravity values.
 GX2062
 GX2062;                    North         East    Units  Estimated Accuracy
 GX2062;SPC WV S     -    34,210.      546,950.      MT  (+/- 180 meters Scaled)
 GX2062
 GX2062                          SUPERSEDED SURVEY CONTROL
 GX2062
 GX2062  NGVD 29 (??/??/92)  495.924  (m)         1627.04   (f) ADJ UNCH    2 0
 GX2062
 GX2062.Superseded values are not recommended for survey control.
 GX2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2062.See file dsdata.txt to determine how the superseded data were derived.
 GX2062
 GX2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB469290(NAD 83)
 GX2062_MARKER: DB = BENCH MARK DISK
 GX2062_SETTING: 66 = SET IN ROCK OUTCROP
 GX2062_SP_SET: OUTCROP
 GX2062_STAMPING: Z 184 1958
 GX2062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2062+STABILITY: POSITION/ELEVATION WELL
 GX2062
 GX2062  HISTORY     - Date     Condition        Report By
 GX2062  HISTORY     - 1958     MONUMENTED       CGS
 GX2062
 GX2062                          STATION DESCRIPTION
 GX2062
 GX2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2062'9.9 MI E FROM WAR.
 GX2062'4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 GX2062'AT WAR, THENCE 5.5 MILES NORTHEAST ALONG A GRADED ROAD TO REAM,
 GX2062'ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND
 GX2062'NORTHEAST, 13 FEET NORTHWEST OF CENTER LINE OF ROAD, SET VERTICALLY
 GX2062'IN THE SOUTHEAST FACE OF A ROCK CUT, 27 FEET NORTHEAST OF THE
 GX2062'SOUTHWEST END OF THE CUT, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL
 GX2062'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2260 ***********************************************************************
 HX2260  DESIGNATION -  Z 185
 HX2260  PID         -  HX2260
 HX2260  STATE/COUNTY-  WV/BOONE
 HX2260  USGS QUAD   -  WILLIAMS MOUNTAIN (1976)
 HX2260
 HX2260                         *CURRENT SURVEY CONTROL
 HX2260  ___________________________________________________________________
 HX2260* NAD 83(1986)-  38 01 55.     (N)    081 40 04.     (W)     SCALED    
 HX2260* NAVD 88     -       458.966  (meters)    1505.79   (feet)  ADJUSTED  
 HX2260  ___________________________________________________________________
 HX2260  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 HX2260  DYNAMIC HT  -         458.615 (meters)    1504.64  (feet)  COMP
 HX2260  MODELED GRAV-     979,848.8   (mgal)                       NAVD 88
 HX2260
 HX2260  VERT ORDER  -  SECOND    CLASS 0
 HX2260
 HX2260.The horizontal coordinates were scaled from a topographic map and have
 HX2260.an estimated accuracy of +/- 6 seconds.
 HX2260
 HX2260.The orthometric height was determined by differential leveling
 HX2260.and adjusted by the National Geodetic Survey in June 1991..
 HX2260
 HX2260.The geoid height was determined by GEOID03.
 HX2260
 HX2260.The dynamic height is computed by dividing the NAVD 88
 HX2260.geopotential number by the normal gravity value computed on the
 HX2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2260.degrees latitude (g = 980.6199 gals.).
 HX2260
 HX2260.The modeled gravity was interpolated from observed gravity values.
 HX2260
 HX2260;                    North         East    Units  Estimated Accuracy
 HX2260;SPC WV S     -   114,750.      541,380.      MT  (+/- 180 meters Scaled)
 HX2260
 HX2260                          SUPERSEDED SURVEY CONTROL
 HX2260
 HX2260  NGVD 29 (??/??/92)  459.155  (m)         1506.41   (f) ADJ UNCH    2 0
 HX2260
 HX2260.Superseded values are not recommended for survey control.
 HX2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2260.See file dsdata.txt to determine how the superseded data were derived.
 HX2260
 HX2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC413095(NAD 83)
 HX2260_MARKER: DB = BENCH MARK DISK
 HX2260_SETTING: 66 = SET IN ROCK OUTCROP
 HX2260_SP_SET: ROCK LAYER
 HX2260_STAMPING: Z 185 1958
 HX2260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2260+STABILITY: POSITION/ELEVATION WELL
 HX2260
 HX2260  HISTORY     - Date     Condition        Report By
 HX2260  HISTORY     - 1958     MONUMENTED       CGS
 HX2260
 HX2260                          STATION DESCRIPTION
 HX2260
 HX2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HX2260'6.6 MI NE FROM VAN.
 HX2260'ABOUT 0.95 MILE EAST AND NORTH ALONG STATE HIGHWAY 78 FROM THE
 HX2260'JUNCTION OF STATE HIGHWAY 79 AT VAN, THENCE 5.3 MILES
 HX2260'NORTHEAST ALONG A BLACK TOP ROAD ALONG WHITES BRANCH TO WILLIAMS,
 HX2260'THENCE 0.4 MILE NORTH (STARTS OUT LEADING SOUTH) AND DOWNHILL
 HX2260'ALONG A NARROW ROAD LEADING INTO COLD FORK OF LAUREL CREEK,
 HX2260'SET VERTICALLY IN THE EAST FACE OF A 1 1/2-FOOT HIGH AND 2-FOOT
 HX2260'WIDE EXPOSED SMOOTH LAYER OF ROCK IN HILLSIDE, 11 FEET
 HX2260'WEST-NORTHWEST OF THE CENTER LINE OF ROAD, 1 FOOT NORTH OF A
 HX2260'CORNER IN ROCK POINTING TOWARDS THE ROAD, AND ABOUT 4 1/2 FEET
 HX2260'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2387 ***********************************************************************
 GX2387  DESIGNATION -  Z 186
 GX2387  PID         -  GX2387
 GX2387  STATE/COUNTY-  WV/BOONE
 GX2387  USGS QUAD   -  CLOTHIER (1989)
 GX2387
 GX2387                         *CURRENT SURVEY CONTROL
 GX2387  ___________________________________________________________________
 GX2387* NAD 83(1986)-  37 56 00.     (N)    081 46 17.     (W)     SCALED    
 GX2387* NAVD 88     -       279.771  (meters)     917.88   (feet)  ADJUSTED  
 GX2387  ___________________________________________________________________
 GX2387  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GX2387  DYNAMIC HT  -         279.566 (meters)     917.21  (feet)  COMP
 GX2387  MODELED GRAV-     979,890.1   (mgal)                       NAVD 88
 GX2387
 GX2387  VERT ORDER  -  SECOND    CLASS 0
 GX2387
 GX2387.The horizontal coordinates were scaled from a topographic map and have
 GX2387.an estimated accuracy of +/- 6 seconds.
 GX2387
 GX2387.The orthometric height was determined by differential leveling
 GX2387.and adjusted by the National Geodetic Survey in June 1991..
 GX2387
 GX2387.The geoid height was determined by GEOID03.
 GX2387
 GX2387.The dynamic height is computed by dividing the NAVD 88
 GX2387.geopotential number by the normal gravity value computed on the
 GX2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2387.degrees latitude (g = 980.6199 gals.).
 GX2387
 GX2387.The modeled gravity was interpolated from observed gravity values.
 GX2387
 GX2387;                    North         East    Units  Estimated Accuracy
 GX2387;SPC WV S     -   103,870.      532,190.      MT  (+/- 180 meters Scaled)
 GX2387
 GX2387                          SUPERSEDED SURVEY CONTROL
 GX2387
 GX2387  NGVD 29 (??/??/92)  279.982  (m)          918.57   (f) ADJ UNCH    2 0
 GX2387
 GX2387.Superseded values are not recommended for survey control.
 GX2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2387.See file dsdata.txt to determine how the superseded data were derived.
 GX2387
 GX2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB322986(NAD 83)
 GX2387_MARKER: DB = BENCH MARK DISK
 GX2387_SETTING: 66 = SET IN ROCK OUTCROP
 GX2387_SP_SET: ROCK CUT
 GX2387_STAMPING: Z 186 1958
 GX2387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2387+STABILITY: POSITION/ELEVATION WELL
 GX2387
 GX2387  HISTORY     - Date     Condition        Report By
 GX2387  HISTORY     - 1958     MONUMENTED       CGS
 GX2387
 GX2387                          STATION DESCRIPTION
 GX2387
 GX2387'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2387'4.4 MI SE FROM CLOTHIER.
 GX2387'ABOUT 4.4 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GX2387'THE STATION AT CLOTHIER, 0.3 MILE SOUTHEAST OF MILE POST 4, SET
 GX2387'VERTICALLY IN THE SOUTH-SOUTHWEST FACE OF A 14-FOOT HIGH SOLID
 GX2387'ROCK CUT, 4 FEET ABOVE THE BOTTOM OF A DITCH, 10 FEET NORTHEAST
 GX2387'OF THE NORTHEAST RAIL AND ON THE OUTSIDE OF A CURVE, 202 YARDS
 GX2387'NORTHWEST OF A CONCRETE BLOCK CHURCH NORTHEAST OF THE TRACK,
 GX2387'250 YARDS SOUTHEAST OF POLLY SCHOOL, 0.1 MILE NORTHWEST OF THE
 GX2387'NORTHEAST END OF A FOOT BRIDGE ACROSS SPRUCE LAUREL FORK AND
 GX2387'LEADING TO A CHURCH, 97 YARDS SOUTHEAST OF THE NORTHWEST END OF
 GX2387'CUT, 60 YARDS NORTHWEST OF THE SOUTHEAST END OF CUT, AND ABOUT
 GX2387'2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2328 ***********************************************************************
 GX2328  DESIGNATION -  Z 187
 GX2328  PID         -  GX2328
 GX2328  STATE/COUNTY-  WV/BOONE
 GX2328  USGS QUAD   -  WHITESVILLE (1988)
 GX2328
 GX2328                         *CURRENT SURVEY CONTROL
 GX2328  ___________________________________________________________________
 GX2328* NAD 83(1986)-  37 56 58.     (N)    081 35 35.     (W)     SCALED    
 GX2328* NAVD 88     -       650.661  (meters)    2134.71   (feet)  ADJUSTED  
 GX2328  ___________________________________________________________________
 GX2328  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GX2328  DYNAMIC HT  -         650.187 (meters)    2133.16  (feet)  COMP
 GX2328  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 GX2328
 GX2328  VERT ORDER  -  SECOND    CLASS 0
 GX2328
 GX2328.The horizontal coordinates were scaled from a topographic map and have
 GX2328.an estimated accuracy of +/- 6 seconds.
 GX2328
 GX2328.The orthometric height was determined by differential leveling
 GX2328.and adjusted by the National Geodetic Survey in June 1991..
 GX2328
 GX2328.The geoid height was determined by GEOID03.
 GX2328
 GX2328.The dynamic height is computed by dividing the NAVD 88
 GX2328.geopotential number by the normal gravity value computed on the
 GX2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2328.degrees latitude (g = 980.6199 gals.).
 GX2328
 GX2328.The modeled gravity was interpolated from observed gravity values.
 GX2328
 GX2328;                    North         East    Units  Estimated Accuracy
 GX2328;SPC WV S     -   105,540.      547,880.      MT  (+/- 180 meters Scaled)
 GX2328
 GX2328                          SUPERSEDED SURVEY CONTROL
 GX2328
 GX2328  NGVD 29 (??/??/92)  650.869  (m)         2135.39   (f) ADJ UNCH    2 0
 GX2328
 GX2328.Superseded values are not recommended for survey control.
 GX2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2328.See file dsdata.txt to determine how the superseded data were derived.
 GX2328
 GX2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC478003(NAD 83)
 GX2328_MARKER: DB = BENCH MARK DISK
 GX2328_SETTING: 66 = SET IN ROCK OUTCROP
 GX2328_SP_SET: ROCK CUT
 GX2328_STAMPING: Z 187 1958
 GX2328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2328+STABILITY: POSITION/ELEVATION WELL
 GX2328
 GX2328  HISTORY     - Date     Condition        Report By
 GX2328  HISTORY     - 1958     MONUMENTED       CGS
 GX2328
 GX2328                          STATION DESCRIPTION
 GX2328
 GX2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2328'4.8 MI SW FROM WHITESVILLE.
 GX2328'ABOUT 4.75 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GX2328'JUNCTION OF STATE HIGHWAY 3 AT WHITESVILLE, 0.6 MILE NORTHEAST
 GX2328'OF HIGHWAY MILE POST 8, 57 YARDS EAST AND DOWNHILL FROM THE
 GX2328'JUNCTION OF A ROAD LEADING NORTH, SET VERTICALLY IN THE SOUTH
 GX2328'FACE OF A 3-FOOT HIGH LAYER OF ROCK THE SOUTH CORNER OF WHICH
 GX2328'POINTS TOWARDS THE ROAD, 11 1/2 FEET NORTH OF THE CENTER LINE
 GX2328'OF THE HIGHWAY (LOGGING ROAD), 2 FEET ABOVE THE GROUND, 27 FEET
 GX2328'EAST OF PIPE LINE MARKER FOR CROSSING OF HNG CO. GAS LINE 263,
 GX2328'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2307 ***********************************************************************
 GX2307  DESIGNATION -  Z 188
 GX2307  PID         -  GX2307
 GX2307  STATE/COUNTY-  WV/LOGAN
 GX2307  USGS QUAD   -  AMHERSTDALE (1989)
 GX2307
 GX2307                         *CURRENT SURVEY CONTROL
 GX2307  ___________________________________________________________________
 GX2307* NAD 83(1986)-  37 50 12.     (N)    081 47 47.     (W)     SCALED    
 GX2307* NAVD 88     -       372.136  (meters)    1220.92   (feet)  ADJUSTED  
 GX2307  ___________________________________________________________________
 GX2307  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GX2307  DYNAMIC HT  -         371.861 (meters)    1220.01  (feet)  COMP
 GX2307  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 GX2307
 GX2307  VERT ORDER  -  SECOND    CLASS 0
 GX2307
 GX2307.The horizontal coordinates were scaled from a topographic map and have
 GX2307.an estimated accuracy of +/- 6 seconds.
 GX2307
 GX2307.The orthometric height was determined by differential leveling
 GX2307.and adjusted by the National Geodetic Survey in June 1991..
 GX2307
 GX2307.The geoid height was determined by GEOID03.
 GX2307
 GX2307.The dynamic height is computed by dividing the NAVD 88
 GX2307.geopotential number by the normal gravity value computed on the
 GX2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2307.degrees latitude (g = 980.6199 gals.).
 GX2307
 GX2307.The modeled gravity was interpolated from observed gravity values.
 GX2307
 GX2307;                    North         East    Units  Estimated Accuracy
 GX2307;SPC WV S     -    93,160.      529,900.      MT  (+/- 180 meters Scaled)
 GX2307
 GX2307                          SUPERSEDED SURVEY CONTROL
 GX2307
 GX2307  NGVD 29 (??/??/92)  372.335  (m)         1221.57   (f) ADJ UNCH    2 0
 GX2307
 GX2307.Superseded values are not recommended for survey control.
 GX2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2307.See file dsdata.txt to determine how the superseded data were derived.
 GX2307
 GX2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB299879(NAD 83)
 GX2307_MARKER: DB = BENCH MARK DISK
 GX2307_SETTING: 66 = SET IN ROCK OUTCROP
 GX2307_SP_SET: ROCK LEDGE
 GX2307_STAMPING: Z 188 1958
 GX2307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2307+STABILITY: POSITION/ELEVATION WELL
 GX2307
 GX2307  HISTORY     - Date     Condition        Report By
 GX2307  HISTORY     - 1958     MONUMENTED       CGS
 GX2307
 GX2307                          STATION DESCRIPTION
 GX2307
 GX2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2307'5 MI SE FROM BLAIR.
 GX2307'ABOUT 5.05 MILES SOUTHEAST ALONG A ROAD TO AMHERSTDALE FROM
 GX2307'THE JUNCTION OF U.S. HIGHWAY 119 AT BLAIR, ALSO 5.95 MILES
 GX2307'NORTH AND NORTHEAST ALONG A GRAVEL ROAD TO BLAIR FROM THE BANK
 GX2307'BUILDING AT AMHERSTDALE, 1.0 MILE SOUTH OF THE CROSSING OF THE
 GX2307'CHESAPEAKE AND OHIO RAILWAY AT A LARGE COAL TIPPLE OF THE
 GX2307'GUYAN EAGLE COAL CO., SET VERTICALLY IN THE SOUTHEAST FACE OF
 GX2307'A 3 1/2-FOOT HIGH ROCK IN 6-FOOT HIGH OLD CUT OR CLIFF, 3 FEET
 GX2307'ABOVE THE GROUND, 28 FEET NORTHWEST OF THE CENTER LINE OF THE
 GX2307'ROAD, 37 FEET WEST OF THE CENTER OF THE CROSSING OF A POWER LINE,
 GX2307'1/2 FOOT NORTHEAST OF A CORNER IN ROCK POINTING TOWARDS THE
 GX2307'ROAD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2122 ***********************************************************************
 GX2122  DESIGNATION -  Z 189
 GX2122  PID         -  GX2122
 GX2122  STATE/COUNTY-  WV/BOONE
 GX2122  USGS QUAD   -  WHARTON (1988)
 GX2122
 GX2122                         *CURRENT SURVEY CONTROL
 GX2122  ___________________________________________________________________
 GX2122* NAD 83(1986)-  37 53 41.     (N)    081 40 19.     (W)     SCALED    
 GX2122* NAVD 88     -       297.656  (meters)     976.56   (feet)  ADJUSTED  
 GX2122  ___________________________________________________________________
 GX2122  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GX2122  DYNAMIC HT  -         297.434 (meters)     975.83  (feet)  COMP
 GX2122  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 GX2122
 GX2122  VERT ORDER  -  SECOND    CLASS 0
 GX2122
 GX2122.The horizontal coordinates were scaled from a topographic map and have
 GX2122.an estimated accuracy of +/- 6 seconds.
 GX2122
 GX2122.The orthometric height was determined by differential leveling
 GX2122.and adjusted by the National Geodetic Survey in June 1991..
 GX2122
 GX2122.The geoid height was determined by GEOID03.
 GX2122
 GX2122.The dynamic height is computed by dividing the NAVD 88
 GX2122.geopotential number by the normal gravity value computed on the
 GX2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2122.degrees latitude (g = 980.6199 gals.).
 GX2122
 GX2122.The modeled gravity was interpolated from observed gravity values.
 GX2122
 GX2122;                    North         East    Units  Estimated Accuracy
 GX2122;SPC WV S     -    99,520.      540,900.      MT  (+/- 180 meters Scaled)
 GX2122
 GX2122                          SUPERSEDED SURVEY CONTROL
 GX2122
 GX2122  NGVD 29 (??/??/92)  297.853  (m)          977.21   (f) ADJ UNCH    2 0
 GX2122
 GX2122.Superseded values are not recommended for survey control.
 GX2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2122.See file dsdata.txt to determine how the superseded data were derived.
 GX2122
 GX2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB409943(NAD 83)
 GX2122_MARKER: DB = BENCH MARK DISK
 GX2122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2122_SP_SET: BUILDING
 GX2122_STAMPING: Z 189 1958
 GX2122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2122
 GX2122  HISTORY     - Date     Condition        Report By
 GX2122  HISTORY     - 1958     MONUMENTED       CGS
 GX2122  HISTORY     - 1973     GOOD             LOCENG
 GX2122
 GX2122                          STATION DESCRIPTION
 GX2122
 GX2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2122'3.2 MI NW FROM BLAD KNOB.
 GX2122'ABOUT 3.25 MILES NORTHWEST ALONG STATE HIGHWAY 79 FROM THE
 GX2122'BRIDGE OVER JAMES BRANCH AT BALD KNOB, AT WHARTON GRADE SCHOOL, SET
 GX2122'VERTICALLY IN THE WEST FACE OF THE BRICK WALL, 1.2 FEET ABOVE
 GX2122'THE GROUND, 1.4 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING,
 GX2122'110 FEET EAST OF CENTER LINE OF HIGHWAY, AND ABOUT 1 1/2 FEET
 GX2122'ABOVE THE LEVEL OF THE HIGHWAY.
 GX2122
 GX2122                          STATION RECOVERY (1973)
 GX2122
 GX2122'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 GX2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1459 ***********************************************************************
 HW1459  DESIGNATION -  Z 19
 HW1459  PID         -  HW1459
 HW1459  STATE/COUNTY-  WV/PENDLETON
 HW1459  USGS QUAD   -  SUGAR GROVE (1981)
 HW1459
 HW1459                         *CURRENT SURVEY CONTROL
 HW1459  ___________________________________________________________________
 HW1459* NAD 83(1986)-  38 36 11.     (N)    079 22 16.     (W)     SCALED    
 HW1459* NAVD 88     -       551.417  (meters)    1809.11   (feet)  ADJUSTED  
 HW1459  ___________________________________________________________________
 HW1459  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 HW1459  DYNAMIC HT  -         551.009 (meters)    1807.77  (feet)  COMP
 HW1459  MODELED GRAV-     979,871.3   (mgal)                       NAVD 88
 HW1459
 HW1459  VERT ORDER  -  SECOND    CLASS 0
 HW1459
 HW1459.The horizontal coordinates were scaled from a topographic map and have
 HW1459.an estimated accuracy of +/- 6 seconds.
 HW1459
 HW1459.The orthometric height was determined by differential leveling
 HW1459.and adjusted by the National Geodetic Survey in June 1991..
 HW1459
 HW1459.The geoid height was determined by GEOID03.
 HW1459
 HW1459.The dynamic height is computed by dividing the NAVD 88
 HW1459.geopotential number by the normal gravity value computed on the
 HW1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1459.degrees latitude (g = 980.6199 gals.).
 HW1459
 HW1459.The modeled gravity was interpolated from observed gravity values.
 HW1459
 HW1459;                    North         East    Units  Estimated Accuracy
 HW1459;SPC WV S     -   179,170.      741,880.      MT  (+/- 180 meters Scaled)
 HW1459
 HW1459                          SUPERSEDED SURVEY CONTROL
 HW1459
 HW1459  NGVD 29 (??/??/92)  551.528  (m)         1809.47   (f) ADJ UNCH    2 0
 HW1459
 HW1459.Superseded values are not recommended for survey control.
 HW1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1459.See file dsdata.txt to determine how the superseded data were derived.
 HW1459
 HW1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC418739(NAD 83)
 HW1459_MARKER: DB = BENCH MARK DISK
 HW1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1459_STAMPING: Z 19 1934
 HW1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1459+STABILITY: SURFACE MOTION
 HW1459
 HW1459  HISTORY     - Date     Condition        Report By
 HW1459  HISTORY     - 1934     MONUMENTED       CGS
 HW1459  HISTORY     - 1954     GOOD             USE
 HW1459
 HW1459                          STATION DESCRIPTION
 HW1459
 HW1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1459'3.8 MI SW FROM FRANKLIN.
 HW1459'3.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE COURTHOUSE
 HW1459'AT FRANKLIN, PENDLETON COUNTY, 300 YARDS SOUTH OF THE SHARP
 HW1459'CURVE OF THE HIGHWAY AT THE RIVER, 41-1/2 FEET NORTHWEST OF THE
 HW1459'CENTERLINE OF THE HIGHWAY, 27 FEET NORTHEAST OF THE NORTHEAST
 HW1459'POST OF THE GATE TO A PASTURE, 8 FEET NORTHWEST OF A WIRE FENCE,
 HW1459'1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HW1459'POST.
 HW1459
 HW1459                          STATION RECOVERY (1954)
 HW1459
 HW1459'RECOVERY NOTE BY US ENGINEERS 1954
 HW1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2313 ***********************************************************************
 GX2313  DESIGNATION -  Z 190
 GX2313  PID         -  GX2313
 GX2313  STATE/COUNTY-  WV/LOGAN
 GX2313  USGS QUAD   -  AMHERSTDALE (1989)
 GX2313
 GX2313                         *CURRENT SURVEY CONTROL
 GX2313  ___________________________________________________________________
 GX2313* NAD 83(1986)-  37 47 53.     (N)    081 48 15.     (W)     SCALED    
 GX2313* NAVD 88     -       478.641  (meters)    1570.34   (feet)  ADJUSTED  
 GX2313  ___________________________________________________________________
 GX2313  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GX2313  DYNAMIC HT  -         478.287 (meters)    1569.18  (feet)  COMP
 GX2313  MODELED GRAV-     979,875.2   (mgal)                       NAVD 88
 GX2313
 GX2313  VERT ORDER  -  SECOND    CLASS 0
 GX2313
 GX2313.The horizontal coordinates were scaled from a topographic map and have
 GX2313.an estimated accuracy of +/- 6 seconds.
 GX2313
 GX2313.The orthometric height was determined by differential leveling
 GX2313.and adjusted by the National Geodetic Survey in June 1991..
 GX2313
 GX2313.The geoid height was determined by GEOID03.
 GX2313
 GX2313.The dynamic height is computed by dividing the NAVD 88
 GX2313.geopotential number by the normal gravity value computed on the
 GX2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2313.degrees latitude (g = 980.6199 gals.).
 GX2313
 GX2313.The modeled gravity was interpolated from observed gravity values.
 GX2313
 GX2313;                    North         East    Units  Estimated Accuracy
 GX2313;SPC WV S     -    88,880.      529,180.      MT  (+/- 180 meters Scaled)
 GX2313
 GX2313                          SUPERSEDED SURVEY CONTROL
 GX2313
 GX2313  NGVD 29 (??/??/92)  478.845  (m)         1571.01   (f) ADJ UNCH    2 0
 GX2313
 GX2313.Superseded values are not recommended for survey control.
 GX2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2313.See file dsdata.txt to determine how the superseded data were derived.
 GX2313
 GX2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB292837(NAD 83)
 GX2313_MARKER: DB = BENCH MARK DISK
 GX2313_SETTING: 66 = SET IN ROCK OUTCROP
 GX2313_SP_SET: ROCK CUT
 GX2313_STAMPING: Z 190 1958
 GX2313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2313+STABILITY: POSITION/ELEVATION WELL
 GX2313
 GX2313  HISTORY     - Date     Condition        Report By
 GX2313  HISTORY     - 1958     MONUMENTED       CGS
 GX2313
 GX2313                          STATION DESCRIPTION
 GX2313
 GX2313'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2313'1.6 MI N FROM AMHERSTDALE.
 GX2313'ABOUT 1.65 MILES NORTH AND UPHILL ALONG A GRAVEL ROAD TO BLAIR
 GX2313'FROM THE BANK BUILDING AT AMHERSTDALE, 0.85 MILE SOUTHWEST OF
 GX2313'THE SUMMIT OF GRADE IN GAP AND THE JUNCTION OF A ROAD LEADING
 GX2313'NORTHWEST, 0.75 MILE NORTHEAST AND UPHILL FROM A HAIRPIN CURVE
 GX2313'AND A CULVERT FOR A SMALL CREEK BRANCH, SET VERTICALLY IN THE
 GX2313'SOUTHEAST FACE OF A 7-FOOT HIGH ROCK CUT, 5 FEET ABOVE THE
 GX2313'BOTTOM OF A DITCH, 24 FEET NORTHWEST OF THE CENTER LINE OF THE
 GX2313'ROAD AND ON THE OUTSIDE OF A CURVE, AND ABOUT 3 FEET ABOVE THE
 GX2313'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0709 ***********************************************************************
 GX0709  DESIGNATION -  Z 191
 GX0709  PID         -  GX0709
 GX0709  STATE/COUNTY-  WV/SUMMERS
 GX0709  USGS QUAD   -  TALCOTT (1968)
 GX0709
 GX0709                         *CURRENT SURVEY CONTROL
 GX0709  ___________________________________________________________________
 GX0709* NAD 83(1986)-  37 39 00.     (N)    080 45 05.     (W)     SCALED    
 GX0709* NAVD 88     -       458.526  (meters)    1504.35   (feet)  ADJUSTED  
 GX0709  ___________________________________________________________________
 GX0709  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0709  DYNAMIC HT  -         458.150 (meters)    1503.11  (feet)  COMP
 GX0709  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 GX0709
 GX0709  VERT ORDER  -  FIRST     CLASS II
 GX0709
 GX0709.The horizontal coordinates were scaled from a topographic map and have
 GX0709.an estimated accuracy of +/- 6 seconds.
 GX0709
 GX0709.The orthometric height was determined by differential leveling
 GX0709.and adjusted by the National Geodetic Survey in June 1991..
 GX0709.WARNING-Repeat measurements at this control monument indicate possible
 GX0709.vertical movement.
 GX0709
 GX0709.The geoid height was determined by GEOID03.
 GX0709
 GX0709.The dynamic height is computed by dividing the NAVD 88
 GX0709.geopotential number by the normal gravity value computed on the
 GX0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0709.degrees latitude (g = 980.6199 gals.).
 GX0709
 GX0709.The modeled gravity was interpolated from observed gravity values.
 GX0709
 GX0709;                    North         East    Units  Estimated Accuracy
 GX0709;SPC WV S     -    72,170.      621,940.      MT  (+/- 180 meters Scaled)
 GX0709
 GX0709                          SUPERSEDED SURVEY CONTROL
 GX0709
 GX0709  NGVD 29 (??/??/92)  458.698  (m)         1504.91   (f) ADJ UNCH    1 2
 GX0709
 GX0709.Superseded values are not recommended for survey control.
 GX0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0709.See file dsdata.txt to determine how the superseded data were derived.
 GX0709
 GX0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB219670(NAD 83)
 GX0709_MARKER: DB = BENCH MARK DISK
 GX0709_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0709_SP_SET: FOUNDATION
 GX0709_STAMPING: Z 191 1958
 GX0709_MARK LOGO: CGS   
 GX0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0709
 GX0709  HISTORY     - Date     Condition        Report By
 GX0709  HISTORY     - 1958     MONUMENTED       CGS
 GX0709  HISTORY     - 1984     GOOD             NGS
 GX0709
 GX0709                          STATION DESCRIPTION
 GX0709
 GX0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0709'AT TALCOTT.
 GX0709'AT TALCOTT, 0.05 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0709'FROM THE STATION, 0.15 MILE WEST OF MILEPOST 347, 166 FEET SOUTH
 GX0709'OF THE SOUTH RAIL OF THE SOUTH TRACK, 15 FEET WEST OF THE CENTER
 GX0709'LINE OF A BLACK TOP ROAD, SET VERTICALLY IN THE EAST FACE OF
 GX0709'MASONRY FOUNDATION FOR TWO-STORY WOODEN MASONIC BUILDING (THE
 GX0709'GROUND FLOOR BEING OCCUPIED BY MEADOWS GROCERY STORE), 1 1/2
 GX0709'FEET ABOVE THE SIDEWALK, 10 FEET NORTH OF THE SOUTHEAST CORNER
 GX0709'OF THE BUILDING, 54 YARDS NORTH OF THE NORTH END OF A NARROW
 GX0709'STEEL BRIDGE OVER GREENBRIER RIVER.
 GX0709
 GX0709                          STATION RECOVERY (1984)
 GX0709
 GX0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1852 ***********************************************************************
 HX1852  DESIGNATION -  Z 192
 HX1852  PID         -  HX1852
 HX1852  STATE/COUNTY-  WV/FAYETTE
 HX1852  USGS QUAD   -  FAYETTEVILLE (1976)
 HX1852
 HX1852                         *CURRENT SURVEY CONTROL
 HX1852  ___________________________________________________________________
 HX1852* NAD 83(1986)-  38 00 24.     (N)    081 01 25.     (W)     SCALED    
 HX1852* NAVD 88     -       304.082  (meters)     997.64   (feet)  ADJUSTED  
 HX1852  ___________________________________________________________________
 HX1852  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HX1852  DYNAMIC HT  -         303.838 (meters)     996.84  (feet)  COMP
 HX1852  MODELED GRAV-     979,820.6   (mgal)                       NAVD 88
 HX1852
 HX1852  VERT ORDER  -  FIRST     CLASS II
 HX1852
 HX1852.The horizontal coordinates were scaled from a topographic map and have
 HX1852.an estimated accuracy of +/- 6 seconds.
 HX1852
 HX1852.The orthometric height was determined by differential leveling
 HX1852.and adjusted by the National Geodetic Survey in June 1991..
 HX1852
 HX1852.The geoid height was determined by GEOID03.
 HX1852
 HX1852.The dynamic height is computed by dividing the NAVD 88
 HX1852.geopotential number by the normal gravity value computed on the
 HX1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1852.degrees latitude (g = 980.6199 gals.).
 HX1852
 HX1852.The modeled gravity was interpolated from observed gravity values.
 HX1852
 HX1852;                    North         East    Units  Estimated Accuracy
 HX1852;SPC WV S     -   111,730.      597,930.      MT  (+/- 180 meters Scaled)
 HX1852
 HX1852                          SUPERSEDED SURVEY CONTROL
 HX1852
 HX1852  NGVD 29 (??/??/92)  304.243  (m)          998.17   (f) ADJ UNCH    1 2
 HX1852
 HX1852.Superseded values are not recommended for survey control.
 HX1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1852.See file dsdata.txt to determine how the superseded data were derived.
 HX1852
 HX1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC979065(NAD 83)
 HX1852_MARKER: DB = BENCH MARK DISK
 HX1852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1852_SP_SET: ABUTMENT
 HX1852_STAMPING: Z 192 1958
 HX1852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1852
 HX1852  HISTORY     - Date     Condition        Report By
 HX1852  HISTORY     - 1958     MONUMENTED       CGS
 HX1852  HISTORY     - 1959     GOOD             NGS
 HX1852
 HX1852                          STATION DESCRIPTION
 HX1852
 HX1852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX1852'3.2 MI SE FROM NUTTALL.
 HX1852'ABOUT 3.25 MILES SOUTHEAST ALONG THE NORTHEAST TRACK OF THE
 HX1852'CHESAPEAKE AND OHIO RAILWAY FROM THE STATION AT NUTTALL, ABOUT
 HX1852'0.65 MILE NORTH ALONG THE RAILWAY FROM THE STATION AT SEWELL,
 HX1852'0.2 MILE NORTHWEST OF MILEPOST 398, AT A POINT WHERE THE SOUTHWEST
 HX1852'TRACK CROSSES OVER TO THE SOUTHWEST SIDE OF THE RIVER, 10 1/2 FEET
 HX1852'NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHWEST TRACK, 67 FEET
 HX1852'WEST OF THE WEST RAIL OF THE NORTHEAST TRACK, IN TOP OF THE
 HX1852'NORTHEAST END OF THE SOUTHEAST ABUTMENT (BRIDGE SEAT) TO BRIDGE
 HX1852'398.2 OVER NEW RIVER, AND UNDER THE SOUTHWEST TRACK, 4.4 FEET
 HX1852'SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT, 1.7 FEET SOUTHEAST
 HX1852'OF THE NORTHWEST EDGE OF THE ABUTMENT, AND ABOUT 8 FEET BELOW
 HX1852'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2034 ***********************************************************************
 GX2034  DESIGNATION -  Z 193
 GX2034  PID         -  GX2034
 GX2034  STATE/COUNTY-  WV/MCDOWELL
 GX2034  USGS QUAD   -  GARY (1977)
 GX2034
 GX2034                         *CURRENT SURVEY CONTROL
 GX2034  ___________________________________________________________________
 GX2034* NAD 83(1986)-  37 22 27.     (N)    081 33 31.     (W)     SCALED    
 GX2034* NAVD 88     -       445.274  (meters)    1460.87   (feet)  ADJUSTED  
 GX2034  ___________________________________________________________________
 GX2034  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX2034  DYNAMIC HT  -         444.903 (meters)    1459.65  (feet)  COMP
 GX2034  MODELED GRAV-     979,784.1   (mgal)                       NAVD 88
 GX2034
 GX2034  VERT ORDER  -  SECOND    CLASS 0
 GX2034
 GX2034.The horizontal coordinates were scaled from a topographic map and have
 GX2034.an estimated accuracy of +/- 6 seconds.
 GX2034
 GX2034.The orthometric height was determined by differential leveling
 GX2034.and adjusted by the National Geodetic Survey in June 1991..
 GX2034
 GX2034.The geoid height was determined by GEOID03.
 GX2034
 GX2034.The dynamic height is computed by dividing the NAVD 88
 GX2034.geopotential number by the normal gravity value computed on the
 GX2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2034.degrees latitude (g = 980.6199 gals.).
 GX2034
 GX2034.The modeled gravity was interpolated from observed gravity values.
 GX2034
 GX2034;                    North         East    Units  Estimated Accuracy
 GX2034;SPC WV S     -    41,680.      550,520.      MT  (+/- 180 meters Scaled)
 GX2034
 GX2034                          SUPERSEDED SURVEY CONTROL
 GX2034
 GX2034  NGVD 29 (??/??/92)  445.431  (m)         1461.38   (f) ADJ UNCH    2 0
 GX2034
 GX2034.Superseded values are not recommended for survey control.
 GX2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2034.See file dsdata.txt to determine how the superseded data were derived.
 GX2034
 GX2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB505365(NAD 83)
 GX2034_MARKER: DB = BENCH MARK DISK
 GX2034_SETTING: 66 = SET IN ROCK OUTCROP
 GX2034_SP_SET: CUT
 GX2034_STAMPING: Z 193 1958
 GX2034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2034+STABILITY: POSITION/ELEVATION WELL
 GX2034
 GX2034  HISTORY     - Date     Condition        Report By
 GX2034  HISTORY     - 1958     MONUMENTED       CGS
 GX2034
 GX2034                          STATION DESCRIPTION
 GX2034
 GX2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2034'1 MI NW FROM GARY.
 GX2034'1.05 MILES NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 GX2034'OF A BLACK TOP ROAD LEADING SOUTH TO ELBERT AT GARY, ON THE
 GX2034'OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND SOUTH,
 GX2034'SET VERTICALLY IN THE SOUTHWEST FACE OF A LONG ROCK CUT, 18 FEET
 GX2034'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 150 YARDS
 GX2034'SOUTHWEST OF A LONG CONVEYOR BRIDGE OVER THE HIGHWAY FROM THE
 GX2034'TOP OF A MOUNTAIN NORTHEAST OF THE HIGHWAY TO A COAL CLEARING
 GX2034'PLANT SOUTHWEST OF THE HIGHWAY, AND ABOUT 4 FEET ABOVE THE
 GX2034'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1678 ***********************************************************************
 GX1678  DESIGNATION -  Z 194
 GX1678  PID         -  GX1678
 GX1678  STATE/COUNTY-  WV/MCDOWELL
 GX1678  USGS QUAD   -  WELCH (1976)
 GX1678
 GX1678                         *CURRENT SURVEY CONTROL
 GX1678  ___________________________________________________________________
 GX1678* NAD 83(1986)-  37 25 21.     (N)    081 30 45.     (W)     SCALED    
 GX1678* NAVD 88     -       502.952  (meters)    1650.10   (feet)  ADJUSTED  
 GX1678  ___________________________________________________________________
 GX1678  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1678  DYNAMIC HT  -         502.535 (meters)    1648.73  (feet)  COMP
 GX1678  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 GX1678
 GX1678  VERT ORDER  -  SECOND    CLASS 0
 GX1678
 GX1678.The horizontal coordinates were scaled from a topographic map and have
 GX1678.an estimated accuracy of +/- 6 seconds.
 GX1678
 GX1678.The orthometric height was determined by differential leveling
 GX1678.and adjusted by the National Geodetic Survey in June 1991..
 GX1678
 GX1678.The geoid height was determined by GEOID03.
 GX1678
 GX1678.The dynamic height is computed by dividing the NAVD 88
 GX1678.geopotential number by the normal gravity value computed on the
 GX1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1678.degrees latitude (g = 980.6199 gals.).
 GX1678
 GX1678.The modeled gravity was interpolated from observed gravity values.
 GX1678
 GX1678;                    North         East    Units  Estimated Accuracy
 GX1678;SPC WV S     -    47,020.      554,640.      MT  (+/- 180 meters Scaled)
 GX1678
 GX1678                          SUPERSEDED SURVEY CONTROL
 GX1678
 GX1678  NGVD 29 (??/??/92)  503.118  (m)         1650.65   (f) ADJ UNCH    2 0
 GX1678
 GX1678.Superseded values are not recommended for survey control.
 GX1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1678.See file dsdata.txt to determine how the superseded data were derived.
 GX1678
 GX1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB546418(NAD 83)
 GX1678_MARKER: DB = BENCH MARK DISK
 GX1678_SETTING: 66 = SET IN ROCK OUTCROP
 GX1678_SP_SET: SET IN ROCK OUTCROP
 GX1678_STAMPING: Z 194 1958
 GX1678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1678+STABILITY: POSITION/ELEVATION WELL
 GX1678
 GX1678  HISTORY     - Date     Condition        Report By
 GX1678  HISTORY     - 1958     MONUMENTED       CGS
 GX1678
 GX1678                          STATION DESCRIPTION
 GX1678
 GX1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1678'1.3 MI W FROM KIMBALL.
 GX1678'0.95 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE NORFOLK AND
 GX1678'WESTERN RAILWAY STATION AT KIMBALL, THENCE ABOUT 0.35 MILE WEST
 GX1678'ALONG THE AIRPORT ROAD, ON THEINSIDE AND ABOUT IN THE CENTER OF
 GX1678'A CURVE WITH TANGENTS EXTENDING NORTH AND EAST, 13 FEET NORTHEAST
 GX1678'OF CENTER LINE OF HIGHWAY, SET VERTICALLY IN THE SOUTHWEST FACE
 GX1678'OF A ROCK CUT, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1930 ***********************************************************************
 GX1930  DESIGNATION -  Z 195
 GX1930  PID         -  GX1930
 GX1930  STATE/COUNTY-  WV/MCDOWELL
 GX1930  USGS QUAD   -  IAEGER (1976)
 GX1930
 GX1930                         *CURRENT SURVEY CONTROL
 GX1930  ___________________________________________________________________
 GX1930* NAD 83(1986)-  37 23 48.     (N)    081 48 09.     (W)     SCALED    
 GX1930* NAVD 88     -       328.798  (meters)    1078.73   (feet)  ADJUSTED  
 GX1930  ___________________________________________________________________
 GX1930  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX1930  DYNAMIC HT  -         328.531 (meters)    1077.86  (feet)  COMP
 GX1930  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 GX1930
 GX1930  VERT ORDER  -  SECOND    CLASS 0
 GX1930
 GX1930.The horizontal coordinates were scaled from a topographic map and have
 GX1930.an estimated accuracy of +/- 6 seconds.
 GX1930
 GX1930.The orthometric height was determined by differential leveling
 GX1930.and adjusted by the National Geodetic Survey in June 1991..
 GX1930
 GX1930.The geoid height was determined by GEOID03.
 GX1930
 GX1930.The dynamic height is computed by dividing the NAVD 88
 GX1930.geopotential number by the normal gravity value computed on the
 GX1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1930.degrees latitude (g = 980.6199 gals.).
 GX1930
 GX1930.The modeled gravity was interpolated from observed gravity values.
 GX1930
 GX1930;                    North         East    Units  Estimated Accuracy
 GX1930;SPC WV S     -    44,330.      528,940.      MT  (+/- 180 meters Scaled)
 GX1930
 GX1930                          SUPERSEDED SURVEY CONTROL
 GX1930
 GX1930  NGVD 29 (??/??/92)  328.982  (m)         1079.34   (f) ADJ UNCH    2 0
 GX1930
 GX1930.Superseded values are not recommended for survey control.
 GX1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1930.See file dsdata.txt to determine how the superseded data were derived.
 GX1930
 GX1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB289391(NAD 83)
 GX1930_MARKER: DB = BENCH MARK DISK
 GX1930_SETTING: 66 = SET IN ROCK OUTCROP
 GX1930_SP_SET: SET IN ROCK OUTCROP
 GX1930_STAMPING: Z 195 1958
 GX1930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1930+STABILITY: POSITION/ELEVATION WELL
 GX1930
 GX1930  HISTORY     - Date     Condition        Report By
 GX1930  HISTORY     - 1958     MONUMENTED       CGS
 GX1930
 GX1930                          STATION DESCRIPTION
 GX1930
 GX1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1930'4.5 MI N FROM BRADSHAW.
 GX1930'4.5 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF STATE
 GX1930'HIGHWAY 83 AT BRADSHAW, ABOUT 0.9 MILE NORTH OF ISLAND CREEK
 GX1930'COAL CO. MINE NO. 6 CONVEYOR OVER HIGHWAY, SET VERTICALLY IN THE
 GX1930'SOUTHWEST FACE OF A LONG ROCK CUT, 21 FEET NORTHWEST OF CENTER
 GX1930'LINE OF HIGHWAY, 40 FEET NORTHEAST OF NORTHWEST END OF 24-INCH
 GX1930'PIPE CULVERT, IN LINE WITH THE EXTENDED SOUTHWEST FACE OF AN L
 GX1930'SHAPED HOUSE WHICH IS ON SOUTHEAST SIDE OF HIGHWAY, AND ABOUT 3
 GX1930'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1672 ***********************************************************************
 GX1672  DESIGNATION -  Z 196
 GX1672  PID         -  GX1672
 GX1672  STATE/COUNTY-  WV/MCDOWELL
 GX1672  USGS QUAD   -  WELCH (1976)
 GX1672
 GX1672                         *CURRENT SURVEY CONTROL
 GX1672  ___________________________________________________________________
 GX1672* NAD 83(1986)-  37 24 41.     (N)    081 31 31.     (W)     SCALED    
 GX1672* NAVD 88     -       440.034  (meters)    1443.68   (feet)  ADJUSTED  
 GX1672  ___________________________________________________________________
 GX1672  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GX1672  DYNAMIC HT  -         439.667 (meters)    1442.47  (feet)  COMP
 GX1672  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 GX1672
 GX1672  VERT ORDER  -  SECOND    CLASS 0
 GX1672
 GX1672.The horizontal coordinates were scaled from a topographic map and have
 GX1672.an estimated accuracy of +/- 6 seconds.
 GX1672
 GX1672.The orthometric height was determined by differential leveling
 GX1672.and adjusted by the National Geodetic Survey in June 1991..
 GX1672
 GX1672.The geoid height was determined by GEOID03.
 GX1672
 GX1672.The dynamic height is computed by dividing the NAVD 88
 GX1672.geopotential number by the normal gravity value computed on the
 GX1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1672.degrees latitude (g = 980.6199 gals.).
 GX1672
 GX1672.The modeled gravity was interpolated from observed gravity values.
 GX1672
 GX1672;                    North         East    Units  Estimated Accuracy
 GX1672;SPC WV S     -    45,790.      553,500.      MT  (+/- 180 meters Scaled)
 GX1672
 GX1672                          SUPERSEDED SURVEY CONTROL
 GX1672
 GX1672  NGVD 29 (??/??/92)  440.197  (m)         1444.21   (f) ADJ UNCH    2 0
 GX1672
 GX1672.Superseded values are not recommended for survey control.
 GX1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1672.See file dsdata.txt to determine how the superseded data were derived.
 GX1672
 GX1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB535406(NAD 83)
 GX1672_MARKER: DB = BENCH MARK DISK
 GX1672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1672_SP_SET: CONCRETE BASE
 GX1672_STAMPING: Z 196 1958
 GX1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1672
 GX1672  HISTORY     - Date     Condition        Report By
 GX1672  HISTORY     - 1958     MONUMENTED       CGS
 GX1672
 GX1672                          STATION DESCRIPTION
 GX1672
 GX1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1672'1.7 MI SW FROM KIMBALL.
 GX1672'1.7 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1672'THE STATION AT KIMBALL, 9 FEET SOUTH OF THE SOUTH RAIL OF THE
 GX1672'SOUTH TRACK, IN TOP OF THE EAST END OF THE CONCRETE BASE FOR THE
 GX1672'SOUTH WALL OF THE SECOND TUNNEL SOUTHWEST OF THE STATION, 3 1/2
 GX1672'FEET SOUTH OF THE NORTHEAST CORNER OF THE SOUTH WALL OF THE
 GX1672'TUNNEL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0072 ***********************************************************************
 GX0072  DESIGNATION -  Z 197
 GX0072  PID         -  GX0072
 GX0072  STATE/COUNTY-  WV/GREENBRIER
 GX0072  USGS QUAD   -  RONCEVERTE (1971)
 GX0072
 GX0072                         *CURRENT SURVEY CONTROL
 GX0072  ___________________________________________________________________
 GX0072* NAD 83(1986)-  37 43 35.     (N)    080 29 27.     (W)     SCALED    
 GX0072* NAVD 88     -       506.134  (meters)    1660.54   (feet)  ADJUSTED  
 GX0072  ___________________________________________________________________
 GX0072  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GX0072  DYNAMIC HT  -         505.714 (meters)    1659.16  (feet)  COMP
 GX0072  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 GX0072
 GX0072  VERT ORDER  -  FIRST     CLASS II
 GX0072
 GX0072.The horizontal coordinates were scaled from a topographic map and have
 GX0072.an estimated accuracy of +/- 6 seconds.
 GX0072
 GX0072.The orthometric height was determined by differential leveling
 GX0072.and adjusted by the National Geodetic Survey in June 1991..
 GX0072
 GX0072.The geoid height was determined by GEOID03.
 GX0072
 GX0072.The dynamic height is computed by dividing the NAVD 88
 GX0072.geopotential number by the normal gravity value computed on the
 GX0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0072.degrees latitude (g = 980.6199 gals.).
 GX0072
 GX0072.The modeled gravity was interpolated from observed gravity values.
 GX0072
 GX0072;                    North         East    Units  Estimated Accuracy
 GX0072;SPC WV S     -    80,740.      644,890.      MT  (+/- 180 meters Scaled)
 GX0072
 GX0072                          SUPERSEDED SURVEY CONTROL
 GX0072
 GX0072  NGVD 29 (??/??/92)  506.293  (m)         1661.06   (f) ADJ UNCH    1 2
 GX0072
 GX0072.Superseded values are not recommended for survey control.
 GX0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0072.See file dsdata.txt to determine how the superseded data were derived.
 GX0072
 GX0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB448755(NAD 83)
 GX0072_MARKER: DB = BENCH MARK DISK
 GX0072_SETTING: 66 = SET IN ROCK OUTCROP
 GX0072_SP_SET: ROCK CUT
 GX0072_STAMPING: Z 197 1958
 GX0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0072+STABILITY: POSITION/ELEVATION WELL
 GX0072
 GX0072  HISTORY     - Date     Condition        Report By
 GX0072  HISTORY     - 1958     MONUMENTED       CGS
 GX0072  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0072
 GX0072                          STATION DESCRIPTION
 GX0072
 GX0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0072'2.3 MI SW FROM RONCEVERTE.
 GX0072'ABOUT 2.3 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0072'FROM THE STATION AT RONCEVERTE, ABOUT 8 1/2 RAILS EAST OF MILEPOST
 GX0072'325, 6 1/2 FEET NORTH OF THE NORTH RAIL, IN TOP OF THE SOUTH
 GX0072'EDGE OF A 10- BY 2 1/2- BY 2 1/2-FOOT HIGH LEDGE AT THE BASE OF
 GX0072'A LONG ROCK CUT, 26 FEET EAST OF THE WEST END OF THE SOLID PART
 GX0072'OF ROCK CUT, 6 FEET WEST OF THE EAST END OF THE LEDGE, AND ABOUT
 GX0072'1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 GX0072
 GX0072                          STATION RECOVERY (1983)
 GX0072
 GX0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0072'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE TO THE NEW LINE
 GX0072'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1241 ***********************************************************************
 GX1241  DESIGNATION -  Z 198
 GX1241  PID         -  GX1241
 GX1241  STATE/COUNTY-  WV/FAYETTE
 GX1241  USGS QUAD   -  PRINCE (1989)
 GX1241
 GX1241                         *CURRENT SURVEY CONTROL
 GX1241  ___________________________________________________________________
 GX1241* NAD 83(1986)-  37 51 22.     (N)    081 04 03.     (W)     SCALED    
 GX1241* NAVD 88     -       363.074  (meters)    1191.19   (feet)  ADJUSTED  
 GX1241  ___________________________________________________________________
 GX1241  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GX1241  DYNAMIC HT  -         362.791 (meters)    1190.26  (feet)  COMP
 GX1241  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 GX1241
 GX1241  VERT ORDER  -  FIRST     CLASS II
 GX1241
 GX1241.The horizontal coordinates were scaled from a topographic map and have
 GX1241.an estimated accuracy of +/- 6 seconds.
 GX1241
 GX1241.The orthometric height was determined by differential leveling
 GX1241.and adjusted by the National Geodetic Survey in June 1991..
 GX1241
 GX1241.The geoid height was determined by GEOID03.
 GX1241
 GX1241.The dynamic height is computed by dividing the NAVD 88
 GX1241.geopotential number by the normal gravity value computed on the
 GX1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1241.degrees latitude (g = 980.6199 gals.).
 GX1241
 GX1241.The modeled gravity was interpolated from observed gravity values.
 GX1241
 GX1241;                    North         East    Units  Estimated Accuracy
 GX1241;SPC WV S     -    95,020.      594,060.      MT  (+/- 180 meters Scaled)
 GX1241
 GX1241                          SUPERSEDED SURVEY CONTROL
 GX1241
 GX1241  NGVD 29 (??/??/92)  363.250  (m)         1191.76   (f) ADJ UNCH    1 2
 GX1241
 GX1241.Superseded values are not recommended for survey control.
 GX1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1241.See file dsdata.txt to determine how the superseded data were derived.
 GX1241
 GX1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB940898(NAD 83)
 GX1241_MARKER: DB = BENCH MARK DISK
 GX1241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1241_SP_SET: TUNNEL
 GX1241_STAMPING: Z 198 1958
 GX1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1241
 GX1241  HISTORY     - Date     Condition        Report By
 GX1241  HISTORY     - 1958     MONUMENTED       CGS
 GX1241
 GX1241                          STATION DESCRIPTION
 GX1241
 GX1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1241'1.4 MI NW FROM QUINNIMONT.
 GX1241'ABOUT 1.35 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX1241'FROM THE STATION AT QUINNIMONT, 0.4 MILE WEST OF THE STATION AT
 GX1241'PRINCE, 0.25 MILE WEST OF MILEPOST 380, 9 FEET NORTH OF THE NORTH
 GX1241'RAIL, SET VERTICALLY IN THE EAST FACE OF CONCRETE TUNNEL HEAD OF
 GX1241'STRETCHER NECK TUNNEL 1930-1932, 4 FEET ABOVE THE GROUND, 2 FEET
 GX1241'NORTH OF INSIDE EDGE OF TUNNEL, AND ABOUT 3 FEET ABOVE THE LEVEL
 GX1241'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0655 ***********************************************************************
 GX0655  DESIGNATION -  Z 199
 GX0655  PID         -  GX0655
 GX0655  STATE/COUNTY-  WV/SUMMERS
 GX0655  USGS QUAD   -  FOREST HILL (1976)
 GX0655
 GX0655                         *CURRENT SURVEY CONTROL
 GX0655  ___________________________________________________________________
 GX0655* NAD 83(1986)-  37 36 43.     (N)    080 47 49.     (W)     SCALED    
 GX0655* NAVD 88     -       434.895  (meters)    1426.82   (feet)  ADJUSTED  
 GX0655  ___________________________________________________________________
 GX0655  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0655  DYNAMIC HT  -         434.531 (meters)    1425.62  (feet)  COMP
 GX0655  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 GX0655
 GX0655  VERT ORDER  -  FIRST     CLASS II
 GX0655
 GX0655.The horizontal coordinates were scaled from a topographic map and have
 GX0655.an estimated accuracy of +/- 6 seconds.
 GX0655
 GX0655.The orthometric height was determined by differential leveling
 GX0655.and adjusted by the National Geodetic Survey in June 1991..
 GX0655
 GX0655.The geoid height was determined by GEOID03.
 GX0655
 GX0655.The dynamic height is computed by dividing the NAVD 88
 GX0655.geopotential number by the normal gravity value computed on the
 GX0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0655.degrees latitude (g = 980.6199 gals.).
 GX0655
 GX0655.The modeled gravity was interpolated from observed gravity values.
 GX0655
 GX0655;                    North         East    Units  Estimated Accuracy
 GX0655;SPC WV S     -    67,940.      617,930.      MT  (+/- 180 meters Scaled)
 GX0655
 GX0655                          SUPERSEDED SURVEY CONTROL
 GX0655
 GX0655  NGVD 29 (??/??/92)  435.056  (m)         1427.35   (f) ADJ UNCH    1 2
 GX0655
 GX0655.Superseded values are not recommended for survey control.
 GX0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0655.See file dsdata.txt to determine how the superseded data were derived.
 GX0655
 GX0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB179627(NAD 83)
 GX0655_MARKER: DB = BENCH MARK DISK
 GX0655_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX0655_STAMPING: Z 199 1958
 GX0655_MARK LOGO: CGS   
 GX0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0655+STABILITY: SURFACE MOTION
 GX0655
 GX0655  HISTORY     - Date     Condition        Report By
 GX0655  HISTORY     - 1958     MONUMENTED       CGS
 GX0655  HISTORY     - 1984     GOOD             NGS
 GX0655
 GX0655                          STATION DESCRIPTION
 GX0655
 GX0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0655'4 MI N FROM FOREST HILL.
 GX0655'ABOUT 3.95 MILES NORTH ALONG STATE HIGHWAY 12 FROM THE FOREST
 GX0655'HILL METHODIST CHURCH AT FOREST HILL, 0.9 MILE NORTHEAST OF A
 GX0655'CONCRETE BRIDGE OVER WOLF CREEK, 0.65 MILE SOUTHWEST OF GREENBRIER
 GX0655'DRIVE-IN THEATRE, 0.25 MILE SOUTH OF THE SUMMIT OF GRADE, 15
 GX0655'FEET NORTH OF CENTER LINE OF HIGHWAY AND ON INSIDE OF A CURVE,
 GX0655'IN TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A
 GX0655'3-FOOT CONCRETE AND STONE BOX CULVERT UNDER THE HIGHWAY, 18
 GX0655'YARDS WEST OF A DRIVEWAY LEADING NORTH, AND ABOUT LEVEL WITH
 GX0655'THE HIGHWAY.
 GX0655
 GX0655                          STATION RECOVERY (1984)
 GX0655
 GX0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1904 ***********************************************************************
 HW1904  DESIGNATION -  Z 2
 HW1904  PID         -  HW1904
 HW1904  STATE/COUNTY-  WV/RANDOLPH
 HW1904  USGS QUAD   -  BOWDEN (1995)
 HW1904
 HW1904                         *CURRENT SURVEY CONTROL
 HW1904  ___________________________________________________________________
 HW1904* NAD 83(1986)-  38 54 41.     (N)    079 44 23.     (W)     SCALED    
 HW1904* NAVD 88     -       662.681  (meters)    2174.15   (feet)  POSTED    
 HW1904  ___________________________________________________________________
 HW1904  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HW1904  DYNAMIC HT  -         662.200 (meters)    2172.57  (feet)  COMP
 HW1904  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 HW1904
 HW1904  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HW1904
 HW1904.The horizontal coordinates were scaled from a topographic map and have
 HW1904.an estimated accuracy of +/- 6 seconds.
 HW1904
 HW1904.The orthometric height was determined by differential leveling
 HW1904.and adjusted by the National Geodetic Survey in 1992..
 HW1904.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HW1904.rate of 1.1 thru 2.0 mm/km.
 HW1904
 HW1904.The geoid height was determined by GEOID03.
 HW1904
 HW1904.The dynamic height is computed by dividing the NAVD 88
 HW1904.geopotential number by the normal gravity value computed on the
 HW1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1904.degrees latitude (g = 980.6199 gals.).
 HW1904
 HW1904.The modeled gravity was interpolated from observed gravity values.
 HW1904
 HW1904;                    North         East    Units  Estimated Accuracy
 HW1904;SPC WV S     -   212,900.      709,310.      MT  (+/- 180 meters Scaled)
 HW1904
 HW1904                          SUPERSEDED SURVEY CONTROL
 HW1904
 HW1904  NGVD 29 (??/??/92)  662.829  (m)         2174.63   (f) ADJ UNCH    1 2
 HW1904
 HW1904.Superseded values are not recommended for survey control.
 HW1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1904.See file dsdata.txt to determine how the superseded data were derived.
 HW1904
 HW1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD092076(NAD 83)
 HW1904_MARKER: DB = BENCH MARK DISK
 HW1904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1904_SP_SET: CULVERT
 HW1904_STAMPING: Z 2 1933
 HW1904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1904
 HW1904  HISTORY     - Date     Condition        Report By
 HW1904  HISTORY     - 1933     MONUMENTED       CGS
 HW1904  HISTORY     - 1964     POOR             NGS
 HW1904  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1904  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1904
 HW1904                          STATION DESCRIPTION
 HW1904
 HW1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW1904'8.4 MI E FROM ELKINS.
 HW1904'8.4 MILES EAST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 HW1904'STATION AT ELKINS, RANDOLPH COUNTY, 0.4 MILE EAST OF MILEPOST
 HW1904'E 8, BY THE SIDE OF A DIRT ROAD PARALLELING THE TRACK, IN THE
 HW1904'TOP OF THE HEADWALL OF A SMALL CONCRETE CULVERT, 7 YARDS SOUTH OF
 HW1904'THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.
 HW1904'A STANDARD DISK, STAMPED Z 2 1933.  NOTE-- THE BOTTOM OF THE
 HW1904'CULVERT HAS BEEN EXPOSED BY SOIL EROSION AND IS CRUMBLING AWAY
 HW1904'THREATENING DESTRUCTION OF THE MARK.
 HW1904
 HW1904                          STATION RECOVERY (1964)
 HW1904
 HW1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW1904'MARK RECOVERED IN POOR CONDITION.
 HW1904
 HW1904                          STATION RECOVERY (1983)
 HW1904
 HW1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1904'MARK NOT FOUND.
 HW1904
 HW1904                          STATION RECOVERY (1983)
 HW1904
 HW1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0665 ***********************************************************************
 GX0665  DESIGNATION -  Z 200
 GX0665  PID         -  GX0665
 GX0665  STATE/COUNTY-  WV/MONROE
 GX0665  USGS QUAD   -  FOREST HILL (1976)
 GX0665
 GX0665                         *CURRENT SURVEY CONTROL
 GX0665  ___________________________________________________________________
 GX0665* NAD 83(1986)-  37 32 24.     (N)    080 47 07.     (W)     SCALED    
 GX0665* NAVD 88     -       581.685  (meters)    1908.41   (feet)  ADJUSTED  
 GX0665  ___________________________________________________________________
 GX0665  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0665  DYNAMIC HT  -         581.200 (meters)    1906.82  (feet)  COMP
 GX0665  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 GX0665
 GX0665  VERT ORDER  -  FIRST     CLASS II
 GX0665
 GX0665.The horizontal coordinates were scaled from a topographic map and have
 GX0665.an estimated accuracy of +/- 6 seconds.
 GX0665
 GX0665.The orthometric height was determined by differential leveling
 GX0665.and adjusted by the National Geodetic Survey in June 1991..
 GX0665.WARNING-Repeat measurements at this control monument indicate possible
 GX0665.vertical movement.
 GX0665
 GX0665.The geoid height was determined by GEOID03.
 GX0665
 GX0665.The dynamic height is computed by dividing the NAVD 88
 GX0665.geopotential number by the normal gravity value computed on the
 GX0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0665.degrees latitude (g = 980.6199 gals.).
 GX0665
 GX0665.The modeled gravity was interpolated from observed gravity values.
 GX0665
 GX0665;                    North         East    Units  Estimated Accuracy
 GX0665;SPC WV S     -    59,960.      618,980.      MT  (+/- 180 meters Scaled)
 GX0665
 GX0665                          SUPERSEDED SURVEY CONTROL
 GX0665
 GX0665  NGVD 29 (??/??/92)  581.852  (m)         1908.96   (f) ADJ UNCH    1 2
 GX0665
 GX0665.Superseded values are not recommended for survey control.
 GX0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0665.See file dsdata.txt to determine how the superseded data were derived.
 GX0665
 GX0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB189548(NAD 83)
 GX0665_MARKER: DB = BENCH MARK DISK
 GX0665_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX0665_STAMPING: Z 200 1958
 GX0665_MARK LOGO: CGS   
 GX0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0665+STABILITY: SURFACE MOTION
 GX0665
 GX0665  HISTORY     - Date     Condition        Report By
 GX0665  HISTORY     - 1958     MONUMENTED       CGS
 GX0665  HISTORY     - 1984     GOOD             NGS
 GX0665
 GX0665                          STATION DESCRIPTION
 GX0665
 GX0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0665'2.3 MI NW FROM RED SULPHUR SPRINGS.
 GX0665'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 12 FROM THE
 GX0665'POST OFFICE AND ROAD JUNCTION AT RED SULPHUR SPRINGS, ABOUT
 GX0665'3.0 MILES SOUTHWEST AND SOUTH ALONG HIGHWAY 12 FROM THE FOREST
 GX0665'HILL METHODIST CHURCH AT FOREST HILL, 0.2 MILE NORTHWEST OF
 GX0665'SUMMIT OF GRADE, 0.15 MILE EAST AND UPHILL FROM THE Y JUNCTION
 GX0665'OF A DIRT ROAD LEADING SOUTHWEST, AT THE SUMMERS-MONROE COUNTY
 GX0665'LINE, 14 FEET SOUTH OF CENTER LINE OF HIGHWAY, IN TOP OF THE EAST
 GX0665'END OF THE RIGHT ANGLE SHAPED SOUTH CONCRETE HEAD WALL OF A
 GX0665'15-INCH PIPE CULVERT UNDER THE HIGHWAY, 5 1/2 FEET EAST OF STEEL
 GX0665'PIPE SUPPORTING COUNTY LINE SIGN, 36 YARDS SOUTHWEST OF AND
 GX0665'ACROSS THE HIGHWAY FROM HIGHWAY MILEPOST 0 AND 11.31 AND A
 GX0665'CONCRETE STATE MARKER POST MARKED 3749, AND ABOUT LEVEL WITH
 GX0665'THE HIGHWAY.
 GX0665
 GX0665                          STATION RECOVERY (1984)
 GX0665
 GX0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0689 ***********************************************************************
 GX0689  DESIGNATION -  Z 201
 GX0689  PID         -  GX0689
 GX0689  STATE/COUNTY-  WV/MONROE
 GX0689  USGS QUAD   -  ALDERSON (1976)
 GX0689
 GX0689                         *CURRENT SURVEY CONTROL
 GX0689  ___________________________________________________________________
 GX0689* NAD 83(1986)-  37 43 29.     (N)    080 38 50.     (W)     SCALED    
 GX0689* NAVD 88     -       471.596  (meters)    1547.23   (feet)  ADJUSTED  
 GX0689  ___________________________________________________________________
 GX0689  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0689  DYNAMIC HT  -         471.212 (meters)    1545.97  (feet)  COMP
 GX0689  MODELED GRAV-     979,802.2   (mgal)                       NAVD 88
 GX0689
 GX0689  VERT ORDER  -  FIRST     CLASS II
 GX0689
 GX0689.The horizontal coordinates were scaled from a topographic map and have
 GX0689.an estimated accuracy of +/- 6 seconds.
 GX0689
 GX0689.The orthometric height was determined by differential leveling
 GX0689.and adjusted by the National Geodetic Survey in June 1991..
 GX0689
 GX0689.The geoid height was determined by GEOID03.
 GX0689
 GX0689.The dynamic height is computed by dividing the NAVD 88
 GX0689.geopotential number by the normal gravity value computed on the
 GX0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0689.degrees latitude (g = 980.6199 gals.).
 GX0689
 GX0689.The modeled gravity was interpolated from observed gravity values.
 GX0689
 GX0689;                    North         East    Units  Estimated Accuracy
 GX0689;SPC WV S     -    80,500.      631,100.      MT  (+/- 180 meters Scaled)
 GX0689
 GX0689                          SUPERSEDED SURVEY CONTROL
 GX0689
 GX0689  NGVD 29 (??/??/92)  471.766  (m)         1547.79   (f) ADJ UNCH    1 2
 GX0689
 GX0689.Superseded values are not recommended for survey control.
 GX0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0689.See file dsdata.txt to determine how the superseded data were derived.
 GX0689
 GX0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB310753(NAD 83)
 GX0689_MARKER: DB = BENCH MARK DISK
 GX0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0689_STAMPING: Z 201 1958
 GX0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0689+STABILITY: SURFACE MOTION
 GX0689
 GX0689  HISTORY     - Date     Condition        Report By
 GX0689  HISTORY     - 1958     MONUMENTED       CGS
 GX0689  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0689
 GX0689                          STATION DESCRIPTION
 GX0689
 GX0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0689'AT ALDERSON.
 GX0689'AT ALDERSON, 183 1/2 FEET SOUTHWEST OF AND ACROSS THE CHESAPEAKE
 GX0689'AND OHIO RAILWAY TRACK FROM MILEPOST 336, AT SECOND STREET
 GX0689'CROSSING WEST OF STATION BUILDING, 57 FEET SOUTH OF SOUTH RAIL OF
 GX0689'SIDE TRACK, 71 FEET SOUTH OF SOUTH RAIL OF SOUTH MAIN TRACK,
 GX0689'12 1/2 FEET WEST OF CENTER LINE OF STREET, 25 FEET NORTH OF CENTER
 GX0689'LINE OF STREET PARALLEL TO TRACK AND 1 FOOT ABOVE LEVEL OF SAME
 GX0689'STREET, 4.3 FEET NORTH OF POWER LINE POLE 13 A 14-6, 1 FOOT EAST
 GX0689'OF A RIGHT-OF-WAY POST, 56 1/2 FEET SOUTHWEST OF AND ACROSS THE
 GX0689'STREET FROM A CROSSING WARNING SIGNAL, ABOUT 2 FEET BELOW THE
 GX0689'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 GX0689'PROJECTING 2 INCHES.
 GX0689
 GX0689                          STATION RECOVERY (1983)
 GX0689
 GX0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0689'NOT RECOVERED, CONSIDER DESTROYED, AS NO EVIDENCE OF A CONCRETE POST
 GX0689'WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1866 ***********************************************************************
 HX1866  DESIGNATION -  Z 203
 HX1866  PID         -  HX1866
 HX1866  STATE/COUNTY-  WV/FAYETTE
 HX1866  USGS QUAD   -  BECKWITH (1976)
 HX1866
 HX1866                         *CURRENT SURVEY CONTROL
 HX1866  ___________________________________________________________________
 HX1866* NAD 83(1986)-  38 06 34.     (N)    081 08 05.     (W)     SCALED    
 HX1866* NAVD 88     -       247.206  (meters)     811.04   (feet)  ADJUSTED  
 HX1866  ___________________________________________________________________
 HX1866  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HX1866  DYNAMIC HT  -         247.022 (meters)     810.44  (feet)  COMP
 HX1866  MODELED GRAV-     979,880.7   (mgal)                       NAVD 88
 HX1866
 HX1866  VERT ORDER  -  FIRST     CLASS II
 HX1866
 HX1866.The horizontal coordinates were scaled from a topographic map and have
 HX1866.an estimated accuracy of +/- 6 seconds.
 HX1866
 HX1866.The orthometric height was determined by differential leveling
 HX1866.and adjusted by the National Geodetic Survey in June 1991..
 HX1866
 HX1866.The geoid height was determined by GEOID03.
 HX1866
 HX1866.The dynamic height is computed by dividing the NAVD 88
 HX1866.geopotential number by the normal gravity value computed on the
 HX1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1866.degrees latitude (g = 980.6199 gals.).
 HX1866
 HX1866.The modeled gravity was interpolated from observed gravity values.
 HX1866
 HX1866;                    North         East    Units  Estimated Accuracy
 HX1866;SPC WV S     -   123,140.      588,190.      MT  (+/- 180 meters Scaled)
 HX1866
 HX1866                          SUPERSEDED SURVEY CONTROL
 HX1866
 HX1866  NGVD 29 (??/??/92)  247.384  (m)          811.63   (f) ADJ UNCH    1 2
 HX1866
 HX1866.Superseded values are not recommended for survey control.
 HX1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1866.See file dsdata.txt to determine how the superseded data were derived.
 HX1866
 HX1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC881179(NAD 83)
 HX1866_MARKER: Q = CHISELED SQUARE
 HX1866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1866_SP_SET: CULVERT
 HX1866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1866
 HX1866  HISTORY     - Date     Condition        Report By
 HX1866  HISTORY     - UNK      MONUMENTED       CGS
 HX1866  HISTORY     - 1959     GOOD             NGS
 HX1866  HISTORY     - 1962     GOOD             NGS
 HX1866
 HX1866                          STATION DESCRIPTION
 HX1866
 HX1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HX1866'0.8 MI SE FROM COTTON HILL.
 HX1866'ABOUT 0.75 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HX1866'FROM THE STATION AT COTTON HILL, 0.1 MILE SOUTHWEST OF MILEPOST
 HX1866'410, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING WEST
 HX1866'AND NORTH, 7 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 HX1866'IN TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL TO A
 HX1866'4-FOOT CONCRETE BOX CULVERT, 1 1/2 FEET WEST OF THE EAST END OF
 HX1866'THE HEAD WALL, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 HX1866'TRACK.  NOTE-- THIS CHISELED SQUARE REPLACES BENCH MARK Z 203,
 HX1866'WHICH WAS SET IN THE SAME HEAD WALL BUT WAS REMOVED BEFORE
 HX1866'LEVELING COULD BE CARRIED TO THIS POINT.
 HX1866
 HX1866                          STATION RECOVERY (1962)
 HX1866
 HX1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HX1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1904 ***********************************************************************
 HX1904  CBN         -  This is a Cooperative Base Network Control Station.
 HX1904  DESIGNATION -  Z 204
 HX1904  PID         -  HX1904
 HX1904  STATE/COUNTY-  WV/KANAWHA
 HX1904  USGS QUAD   -  CEDAR GROVE (1976)
 HX1904
 HX1904                         *CURRENT SURVEY CONTROL
 HX1904  ___________________________________________________________________
 HX1904* NAD 83(1995)-  38 13 12.10979(N)    081 25 51.77602(W)     ADJUSTED  
 HX1904* NAVD 88     -       188.181  (meters)     617.39   (feet)  ADJUSTED  
 HX1904  ___________________________________________________________________
 HX1904  X           -     747,601.829 (meters)                     COMP
 HX1904  Y           -  -4,961,469.715 (meters)                     COMP
 HX1904  Z           -   3,924,757.087 (meters)                     COMP
 HX1904  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 HX1904  ELLIP HEIGHT-         155.81  (meters)          (04/23/01) GPS OBS
 HX1904  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HX1904  DYNAMIC HT  -         188.049 (meters)     616.96  (feet)  COMP
 HX1904  MODELED GRAV-     979,925.6   (mgal)                       NAVD 88
 HX1904
 HX1904  HORZ ORDER  -  A
 HX1904  VERT ORDER  -  FIRST     CLASS II
 HX1904  ELLP ORDER  -  FOURTH    CLASS I
 HX1904
 HX1904.The horizontal coordinates were established by GPS observations
 HX1904.and adjusted by the National Geodetic Survey in April 2001..
 HX1904
 HX1904.The orthometric height was determined by differential leveling
 HX1904.and adjusted by the National Geodetic Survey in June 1991..
 HX1904
 HX1904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HX1904
 HX1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 HX1904
 HX1904.The ellipsoidal height was determined by GPS observations
 HX1904.and is referenced to NAD 83.
 HX1904
 HX1904.The geoid height was determined by GEOID03.
 HX1904
 HX1904.The dynamic height is computed by dividing the NAVD 88
 HX1904.geopotential number by the normal gravity value computed on the
 HX1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1904.degrees latitude (g = 980.6199 gals.).
 HX1904
 HX1904.The modeled gravity was interpolated from observed gravity values.
 HX1904
 HX1904;                    North         East     Units Scale Factor Converg.
 HX1904;SPC WV S     -   135,497.106   562,256.248   MT  0.99992587   -0 15 59.3
 HX1904;UTM  17      - 4,230,316.131   462,268.329   MT  0.99961753   -0 16 00.1
 HX1904
 HX1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HX1904!SPC WV S     -   0.99997555  x   0.99992587  =   0.99990142
 HX1904!UTM  17      -   0.99997555  x   0.99961753  =   0.99959309
 HX1904
 HX1904                          SUPERSEDED SURVEY CONTROL
 HX1904
 HX1904  NGVD 29 (??/??/92)  188.375  (m)          618.03   (f) ADJ UNCH    1 2
 HX1904
 HX1904.Superseded values are not recommended for survey control.
 HX1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1904.See file dsdata.txt to determine how the superseded data were derived.
 HX1904
 HX1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC6226830316(NAD 83)
 HX1904_MARKER: DB = BENCH MARK DISK
 HX1904_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1904_SP_SET: BRIDGE ABUTMENT
 HX1904_STAMPING: Z 204 1959
 HX1904_MARK LOGO: CGS   
 HX1904_MAGNETIC: N = NO MAGNETIC MATERIAL
 HX1904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HX1904+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 HX1904
 HX1904  HISTORY     - Date     Condition        Report By
 HX1904  HISTORY     - 1959     MONUMENTED       CGS
 HX1904  HISTORY     - 20000223 GOOD             NGS
 HX1904  HISTORY     - 20041214 GOOD             INDIV
 HX1904
 HX1904                          STATION DESCRIPTION
 HX1904
 HX1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HX1904'AT CEDAR GROVE.
 HX1904'AT CEDAR GROVE, 0.1 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL
 HX1904'RAILROAD FROM THE STATION, 12 FEET SOUTHWEST OF THE SOUTHWEST
 HX1904'RAIL, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT
 HX1904'(BRIDGE SEAT) TO THE OVERPASS OVER THE FIRST BLACK TOP STREET
 HX1904'SOUTHEAST OF THE STATION, 2 1/2 FEET NORTHEAST OF THE SOUTHWEST
 HX1904'END OF THE ABUTMENT, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 HX1904'TRACK.
 HX1904
 HX1904                          STATION RECOVERY (2000)
 HX1904
 HX1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 HX1904'THE STATION IS LOCATED ABOUT 32.2 KM (20 MI) SOUTHEAST OF
 HX1904'CHARLESTON AND IN THE CITY OF CEDAR GROVE.
 HX1904'
 HX1904'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 HX1904'COUNTY ROUTE 81 (BELL CIRCLE ROAD) ON THE NORTHWEST SIDE OF
 HX1904'CEDAR GROVE, GO NORTHEAST ON ROUTE 81 FOR 0.72 KM (0.45 MI) TO THE
 HX1904'HIGHWAY 60 OVERPASS BRIDGE.  TURN A VERY SHARP RIGHT AND GO
 HX1904'SOUTH ON WEST WARD STREET WITH SIGN (SCHOOL COMPLEX) FOR 0.2 KM
 HX1904'(0.1 MI) TO THE STATION ON THE RIGHT ABOUT 3.7 M (12 FT) ABOVE THE
 HX1904'STREET, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT
 HX1904'OF THE RAILROAD BRIDGE OVER EAST GEORGE STREET.
 HX1904'
 HX1904'THE STATION IS LOCATED 3.7 M (12.0 FT) SOUTHWEST OF THE SOUTHWEST
 HX1904'RAIL, 1.2 M (4.0 FT) BELOW THE LEVEL OF THE TRACKS AND 0.8 M (2.5 FT)
 HX1904'NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT.
 HX1904
 HX1904                          STATION RECOVERY (2004)
 HX1904
 HX1904'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 HX1904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0857 ***********************************************************************
 JX0857  DESIGNATION -  Z 205
 JX0857  PID         -  JX0857
 JX0857  STATE/COUNTY-  WV/WOOD
 JX0857  USGS QUAD   -  MARIETTA (1994)
 JX0857
 JX0857                         *CURRENT SURVEY CONTROL
 JX0857  ___________________________________________________________________
 JX0857* NAD 83(1986)-  39 24 20.     (N)    081 26 51.     (W)     SCALED    
 JX0857* NAVD 88     -       186.369  (meters)     611.45   (feet)  ADJUSTED  
 JX0857  ___________________________________________________________________
 JX0857  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX0857  DYNAMIC HT  -         186.256 (meters)     611.07  (feet)  COMP
 JX0857  MODELED GRAV-     980,020.6   (mgal)                       NAVD 88
 JX0857
 JX0857  VERT ORDER  -  FIRST     CLASS II
 JX0857
 JX0857.The horizontal coordinates were scaled from a topographic map and have
 JX0857.an estimated accuracy of +/- 6 seconds.
 JX0857
 JX0857.The orthometric height was determined by differential leveling
 JX0857.and adjusted by the National Geodetic Survey in June 1991..
 JX0857
 JX0857.The geoid height was determined by GEOID03.
 JX0857
 JX0857.The dynamic height is computed by dividing the NAVD 88
 JX0857.geopotential number by the normal gravity value computed on the
 JX0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0857.degrees latitude (g = 980.6199 gals.).
 JX0857
 JX0857.The modeled gravity was interpolated from observed gravity values.
 JX0857
 JX0857;                    North         East    Units  Estimated Accuracy
 JX0857;SPC WV N     -   102,350.      432,280.      MT  (+/- 180 meters Scaled)
 JX0857
 JX0857                          SUPERSEDED SURVEY CONTROL
 JX0857
 JX0857  NGVD 29 (??/??/92)  186.545  (m)          612.02   (f) ADJ UNCH    1 2
 JX0857
 JX0857.Superseded values are not recommended for survey control.
 JX0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0857.See file dsdata.txt to determine how the superseded data were derived.
 JX0857
 JX0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD614618(NAD 83)
 JX0857_MARKER: DB = BENCH MARK DISK
 JX0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0857_SP_SET: CATCH BASIN
 JX0857_STAMPING: Z 205 1959
 JX0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0857
 JX0857  HISTORY     - Date     Condition        Report By
 JX0857  HISTORY     - 1959     MONUMENTED       CGS
 JX0857  HISTORY     - 1963     GOOD             NGS
 JX0857
 JX0857                          STATION DESCRIPTION
 JX0857
 JX0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX0857'AT WILLIAMSTOWN.
 JX0857'AT WILLIAMSTOWN, AT THE CROSSING OF THE BALTIMORE AND OHIO
 JX0857'RAILROAD AND U.S. HIGHWAY 21 (HIGHLAND AVENUE), 13 FEET NORTH OF
 JX0857'THE NORTH RAIL, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JX0857'64 1/2 FEET NORTHWEST OF AND ACROSS THE TRACK FROM THE NORTHWEST
 JX0857'CORNER OF THE B. AND O. RR. STATION, IN TOP OF THE NORTHEAST
 JX0857'CORNER OF A 5-BY 3 1/2-FOOT CONCRETE CATCH BASIN TO A DRAINAGE
 JX0857'TILE FOR THE HIGHWAY, 24 FEET NORTHEAST OF THE CENTER LINE OF THE
 JX0857'CROSSING, 13 FEET SOUTH OF A FIRE HYDRANT, 1/2 FOOT EAST OF THE
 JX0857'EAST CURB LINE OF THE AVENUE TO THE SOUTH, 1 FOOT EAST OF THE
 JX0857'NORTHEAST INSIDE CORNER OF THE BASIN AND IS IN LINE WITH THE
 JX0857'NORTH END OF THE STEEL GRATING COVER, AND ABOUT LEVEL WITH THE
 JX0857'TRACK.
 JX0857
 JX0857                          STATION RECOVERY (1963)
 JX0857
 JX0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1273 ***********************************************************************
 GX1273  DESIGNATION -  Z 206
 GX1273  PID         -  GX1273
 GX1273  STATE/COUNTY-  WV/FAYETTE
 GX1273  USGS QUAD   -  PRINCE (1989)
 GX1273
 GX1273                         *CURRENT SURVEY CONTROL
 GX1273  ___________________________________________________________________
 GX1273* NAD 83(1986)-  37 51 30.     (N)    081 00 22.     (W)     SCALED    
 GX1273* NAVD 88     -       515.224  (meters)    1690.36   (feet)  ADJUSTED  
 GX1273  ___________________________________________________________________
 GX1273  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX1273  DYNAMIC HT  -         514.810 (meters)    1689.01  (feet)  COMP
 GX1273  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 GX1273
 GX1273  VERT ORDER  -  SECOND    CLASS 0
 GX1273
 GX1273.The horizontal coordinates were scaled from a topographic map and have
 GX1273.an estimated accuracy of +/- 6 seconds.
 GX1273
 GX1273.The orthometric height was determined by differential leveling
 GX1273.and adjusted by the National Geodetic Survey in June 1991..
 GX1273
 GX1273.The geoid height was determined by GEOID03.
 GX1273
 GX1273.The dynamic height is computed by dividing the NAVD 88
 GX1273.geopotential number by the normal gravity value computed on the
 GX1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1273.degrees latitude (g = 980.6199 gals.).
 GX1273
 GX1273.The modeled gravity was interpolated from observed gravity values.
 GX1273
 GX1273;                    North         East    Units  Estimated Accuracy
 GX1273;SPC WV S     -    95,270.      599,460.      MT  (+/- 180 meters Scaled)
 GX1273
 GX1273                          SUPERSEDED SURVEY CONTROL
 GX1273
 GX1273  NGVD 29 (??/??/92)  515.390  (m)         1690.91   (f) ADJ UNCH    2 0
 GX1273
 GX1273.Superseded values are not recommended for survey control.
 GX1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1273.See file dsdata.txt to determine how the superseded data were derived.
 GX1273
 GX1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB994900(NAD 83)
 GX1273_MARKER: DB = BENCH MARK DISK
 GX1273_SETTING: 66 = SET IN ROCK OUTCROP
 GX1273_SP_SET: ROCK
 GX1273_STAMPING: Z 206 1961
 GX1273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1273+STABILITY: POSITION/ELEVATION WELL
 GX1273
 GX1273  HISTORY     - Date     Condition        Report By
 GX1273  HISTORY     - 1961     MONUMENTED       CGS
 GX1273
 GX1273                          STATION DESCRIPTION
 GX1273
 GX1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1273'3.7 MI NE FROM PRINCE.
 GX1273'ABOUT 3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE CHESAPEAKE
 GX1273'AND OHIO RAILWAY STATION AT PRINCE, ABOUT 0.8 MILE SOUTHWEST OF
 GX1273'A 90 FOOT CONCRETE BRIDGE OVER LAUREL CREEK, AT THE OUTSIDE AND
 GX1273'NEAR THE SOUTHWEST END OF A CURVE, SET IN THE TOP OF A SLOPING
 GX1273'ROCK THAT IS 6 FEET WIDE AND 3 FEET HIGH AND PROJECTS OUT OF A
 GX1273'MOUNTAIN SIDE, 42 FEET NORTHWEST OF THE CENTER LINE OF THE
 GX1273'HIGHWAY, 57 FEET SOUTHWEST OF THE NORTHWEST END OF A 36-INCH
 GX1273'PIPE CULVERT UNDER THE HIGHWAY AND ABOUT 5 FEET ABOVE THE LEVEL
 GX1273'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0798 ***********************************************************************
 GX0798  DESIGNATION -  Z 207
 GX0798  PID         -  GX0798
 GX0798  STATE/COUNTY-  WV/FAYETTE
 GX0798  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0798
 GX0798                         *CURRENT SURVEY CONTROL
 GX0798  ___________________________________________________________________
 GX0798* NAD 83(1986)-  37 51 39.     (N)    080 51 21.     (W)     SCALED    
 GX0798* NAVD 88     -       743.913  (meters)    2440.65   (feet)  ADJUSTED  
 GX0798  ___________________________________________________________________
 GX0798  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GX0798  DYNAMIC HT  -         743.290 (meters)    2438.61  (feet)  COMP
 GX0798  MODELED GRAV-     979,766.1   (mgal)                       NAVD 88
 GX0798
 GX0798  VERT ORDER  -  SECOND    CLASS 0
 GX0798
 GX0798.The horizontal coordinates were scaled from a topographic map and have
 GX0798.an estimated accuracy of +/- 6 seconds.
 GX0798
 GX0798.The orthometric height was determined by differential leveling
 GX0798.and adjusted by the National Geodetic Survey in June 1991..
 GX0798
 GX0798.The geoid height was determined by GEOID03.
 GX0798
 GX0798.The dynamic height is computed by dividing the NAVD 88
 GX0798.geopotential number by the normal gravity value computed on the
 GX0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0798.degrees latitude (g = 980.6199 gals.).
 GX0798
 GX0798.The modeled gravity was interpolated from observed gravity values.
 GX0798
 GX0798;                    North         East    Units  Estimated Accuracy
 GX0798;SPC WV S     -    95,550.      612,690.      MT  (+/- 180 meters Scaled)
 GX0798
 GX0798                          SUPERSEDED SURVEY CONTROL
 GX0798
 GX0798  NGVD 29 (??/??/92)  744.061  (m)         2441.14   (f) ADJ UNCH    2 0
 GX0798
 GX0798.Superseded values are not recommended for survey control.
 GX0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0798.See file dsdata.txt to determine how the superseded data were derived.
 GX0798
 GX0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB126903(NAD 83)
 GX0798_MARKER: DB = BENCH MARK DISK
 GX0798_SETTING: 66 = SET IN ROCK OUTCROP
 GX0798_SP_SET: ROCK OUTCROP
 GX0798_STAMPING: Z 207 1961
 GX0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0798+STABILITY: POSITION/ELEVATION WELL
 GX0798
 GX0798  HISTORY     - Date     Condition        Report By
 GX0798  HISTORY     - 1961     MONUMENTED       CGS
 GX0798
 GX0798                          STATION DESCRIPTION
 GX0798
 GX0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0798'AT MEADOW BRIDGE.
 GX0798'AT MEADOW BRIDGE, 0.6 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE
 GX0798'MEADOW BRIDGE HIGH SCHOOL BUILDING, 0.2 MILE NORTH OF THE
 GX0798'CHESAPEAKE AND OHIO RAILWAY STATION AT MEADOW BRIDGE, IN THE YARD
 GX0798'OF THE MEADOW BRIDGE BAPTIST CHURCH, SET ON THE TOP OF A LARGE
 GX0798'15-BY-8 FOOT OUTCROP THAT PROJECTS 1/2 FOOT ABOVE THE GROUND, 48
 GX0798'FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET NORTH OF THE
 GX0798'NORTHEAST CORNER OF THE CHURCH, 6 FEET EAST OF THE WEST END OF
 GX0798'THE OUTCROP AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0824 ***********************************************************************
 GX0824  DESIGNATION -  Z 208
 GX0824  PID         -  GX0824
 GX0824  STATE/COUNTY-  WV/FAYETTE
 GX0824  USGS QUAD   -  RAINELLE (1976)
 GX0824
 GX0824                         *CURRENT SURVEY CONTROL
 GX0824  ___________________________________________________________________
 GX0824* NAD 83(1986)-  37 53 16.     (N)    080 48 31.     (W)     SCALED    
 GX0824* NAVD 88     -       821.452  (meters)    2695.05   (feet)  ADJUSTED  
 GX0824  ___________________________________________________________________
 GX0824  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GX0824  DYNAMIC HT  -         820.755 (meters)    2692.76  (feet)  COMP
 GX0824  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 GX0824
 GX0824  VERT ORDER  -  SECOND    CLASS 0
 GX0824
 GX0824.The horizontal coordinates were scaled from a topographic map and have
 GX0824.an estimated accuracy of +/- 6 seconds.
 GX0824
 GX0824.The orthometric height was determined by differential leveling
 GX0824.and adjusted by the National Geodetic Survey in June 1991..
 GX0824
 GX0824.The geoid height was determined by GEOID03.
 GX0824
 GX0824.The dynamic height is computed by dividing the NAVD 88
 GX0824.geopotential number by the normal gravity value computed on the
 GX0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0824.degrees latitude (g = 980.6199 gals.).
 GX0824
 GX0824.The modeled gravity was interpolated from observed gravity values.
 GX0824
 GX0824;                    North         East    Units  Estimated Accuracy
 GX0824;SPC WV S     -    98,550.      616,840.      MT  (+/- 180 meters Scaled)
 GX0824
 GX0824                          SUPERSEDED SURVEY CONTROL
 GX0824
 GX0824  NGVD 29 (??/??/92)  821.591  (m)         2695.50   (f) ADJ UNCH    2 0
 GX0824
 GX0824.Superseded values are not recommended for survey control.
 GX0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0824.See file dsdata.txt to determine how the superseded data were derived.
 GX0824
 GX0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB168933(NAD 83)
 GX0824_MARKER: DB = BENCH MARK DISK
 GX0824_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0824_SP_SET: BRIDGE
 GX0824_STAMPING: Z 208 1961
 GX0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0824
 GX0824  HISTORY     - Date     Condition        Report By
 GX0824  HISTORY     - 1961     MONUMENTED       CGS
 GX0824
 GX0824                          STATION DESCRIPTION
 GX0824
 GX0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0824'4 MI NE FROM MEADOW BRIDGE.
 GX0824'ABOUT 4.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GX0824'CHESAPEAKE AND OHIO RAILWAY STATION AT MEADOW BRIDGE, ABOUT 0.35
 GX0824'MILE NORTH OF THE GENERAL STORE AND POST OFFICE AT SPRING DALE,
 GX0824'ABOUT 0.55 MILE NORTH OF THE JUNCTION OF A BLACK TOP ROAD LEADING
 GX0824'EAST, ABOUT 0.4 MILE NORTH OF THE CHURCH OF CHRIST AT SPRING DALE,
 GX0824'SET ON TOP OF THE NORTHEAST CONCRETE GUARD RAIL BASE OF A 25 FOOT
 GX0824'LONG BRIDGE OVER A SMALL CREEK, 15 FEET NORTHEAST OF THE CENTER
 GX0824'LINE OF THE HIGHWAY, 2 1/2 FEET NORTHWEST OF THE SOUTHEAST END
 GX0824'OF THE GUARD RAIL AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0973 ***********************************************************************
 GX0973  DESIGNATION -  Z 209
 GX0973  PID         -  GX0973
 GX0973  STATE/COUNTY-  WV/FAYETTE
 GX0973  USGS QUAD   -  RAINELLE (1976)
 GX0973
 GX0973                         *CURRENT SURVEY CONTROL
 GX0973  ___________________________________________________________________
 GX0973* NAD 83(1986)-  37 58 06.     (N)    080 50 28.     (W)     SCALED    
 GX0973* NAVD 88     -       866.017  (meters)    2841.26   (feet)  ADJUSTED  
 GX0973  ___________________________________________________________________
 GX0973  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GX0973  DYNAMIC HT  -         865.292 (meters)    2838.88  (feet)  COMP
 GX0973  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 GX0973
 GX0973  VERT ORDER  -  SECOND    CLASS 0
 GX0973
 GX0973.The horizontal coordinates were scaled from a topographic map and have
 GX0973.an estimated accuracy of +/- 6 seconds.
 GX0973
 GX0973.The orthometric height was determined by differential leveling
 GX0973.and adjusted by the National Geodetic Survey in June 1991..
 GX0973
 GX0973.The geoid height was determined by GEOID03.
 GX0973
 GX0973.The dynamic height is computed by dividing the NAVD 88
 GX0973.geopotential number by the normal gravity value computed on the
 GX0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0973.degrees latitude (g = 980.6199 gals.).
 GX0973
 GX0973.The modeled gravity was interpolated from observed gravity values.
 GX0973
 GX0973;                    North         East    Units  Estimated Accuracy
 GX0973;SPC WV S     -   107,490.      613,960.      MT  (+/- 180 meters Scaled)
 GX0973
 GX0973                          SUPERSEDED SURVEY CONTROL
 GX0973
 GX0973  NGVD 29 (??/??/92)  866.159  (m)         2841.72   (f) ADJ UNCH    2 0
 GX0973
 GX0973.Superseded values are not recommended for survey control.
 GX0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0973.See file dsdata.txt to determine how the superseded data were derived.
 GX0973
 GX0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC139023(NAD 83)
 GX0973_MARKER: DB = BENCH MARK DISK
 GX0973_SETTING: 66 = SET IN ROCK OUTCROP
 GX0973_SP_SET: ROCK LEDGE
 GX0973_STAMPING: Z 209 1961
 GX0973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0973+STABILITY: POSITION/ELEVATION WELL
 GX0973
 GX0973  HISTORY     - Date     Condition        Report By
 GX0973  HISTORY     - 1961     MONUMENTED       CGS
 GX0973
 GX0973                          STATION DESCRIPTION
 GX0973
 GX0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0973'4.4 MI W FROM RAINELLE.
 GX0973'ABOUT 2.8 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GX0973'STATE HIGHWAY 20 AT RAINELLE, THENCE 0.55 MILE SOUTHWEST ALONG
 GX0973'LOOPS ROAD, THENCE 1.0 MILE WEST ALONG A ROUGH ROCKY GRADED ROAD,
 GX0973'ABOUT 0.25 MILE WEST OF A DRIVE NORTH TO A YELLOW FRAME HOUSE,
 GX0973'0.2 MILE WEST OF A 25 FOOT WOODEN BRIDGE OVER GLADE CREEK, SET
 GX0973'ON TOP OF THE CENTER LEDGE OF ROCK THAT REACHES FROM THE ROAD BACK
 GX0973'INTO THE CUT BANK, 7 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GX0973'ROAD AND 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0851 ***********************************************************************
 GX0851  DESIGNATION -  Z 210
 GX0851  PID         -  GX0851
 GX0851  STATE/COUNTY-  WV/SUMMERS
 GX0851  USGS QUAD   -  MEADOW BRIDGE (1989)
 GX0851
 GX0851                         *CURRENT SURVEY CONTROL
 GX0851  ___________________________________________________________________
 GX0851* NAD 83(1986)-  37 45 20.     (N)    080 48 50.     (W)     SCALED    
 GX0851* NAVD 88     -       569.998  (meters)    1870.07   (feet)  ADJUSTED  
 GX0851  ___________________________________________________________________
 GX0851  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX0851  DYNAMIC HT  -         569.522 (meters)    1868.51  (feet)  COMP
 GX0851  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 GX0851
 GX0851  VERT ORDER  -  SECOND    CLASS 0
 GX0851
 GX0851.The horizontal coordinates were scaled from a topographic map and have
 GX0851.an estimated accuracy of +/- 6 seconds.
 GX0851
 GX0851.The orthometric height was determined by differential leveling
 GX0851.and adjusted by the National Geodetic Survey in June 1991..
 GX0851
 GX0851.The geoid height was determined by GEOID03.
 GX0851
 GX0851.The dynamic height is computed by dividing the NAVD 88
 GX0851.geopotential number by the normal gravity value computed on the
 GX0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0851.degrees latitude (g = 980.6199 gals.).
 GX0851
 GX0851.The modeled gravity was interpolated from observed gravity values.
 GX0851
 GX0851;                    North         East    Units  Estimated Accuracy
 GX0851;SPC WV S     -    83,870.      616,400.      MT  (+/- 180 meters Scaled)
 GX0851
 GX0851                          SUPERSEDED SURVEY CONTROL
 GX0851
 GX0851  NGVD 29 (??/??/92)  570.156  (m)         1870.59   (f) ADJ UNCH    2 0
 GX0851
 GX0851.Superseded values are not recommended for survey control.
 GX0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0851.See file dsdata.txt to determine how the superseded data were derived.
 GX0851
 GX0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB163787(NAD 83)
 GX0851_MARKER: DB = BENCH MARK DISK
 GX0851_SETTING: 66 = SET IN ROCK OUTCROP
 GX0851_SP_SET: ROCK CUT
 GX0851_STAMPING: Z 210 1961
 GX0851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0851+STABILITY: POSITION/ELEVATION WELL
 GX0851
 GX0851  HISTORY     - Date     Condition        Report By
 GX0851  HISTORY     - 1961     MONUMENTED       CGS
 GX0851
 GX0851                          STATION DESCRIPTION
 GX0851
 GX0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0851'5.6 MI SE FROM SANDSTONE.
 GX0851'0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE CHESAPEAKE AND
 GX0851'OHIO RAILWAY STATION AT SANDSTONE, THENCE 5.3 MILES SOUTHEAST
 GX0851'ALONG THE SANDSTONE-RAMP ROAD, ABOUT 0.3 MILE EAST OF A Y JUNCTION,
 GX0851'AT THE OUTSIDE OF A CURVE, AT THE SUMMIT OF A HILL, SET VERTICALLY
 GX0851'IN THE SOUTHEAST FACE OF A LOW LONG ROCK CUT, 17 FEET NORTHWEST
 GX0851'OF THE CENTER LINE OF THE ROAD, 8 FEET SOUTHWEST OF THE NORTHEAST
 GX0851'END OF THE ROCK, 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0863 ***********************************************************************
 GX0863  DESIGNATION -  Z 211
 GX0863  PID         -  GX0863
 GX0863  STATE/COUNTY-  WV/SUMMERS
 GX0863  USGS QUAD   -  TALCOTT (1968)
 GX0863
 GX0863                         *CURRENT SURVEY CONTROL
 GX0863  ___________________________________________________________________
 GX0863* NAD 83(1986)-  37 43 53.     (N)    080 45 33.     (W)     SCALED    
 GX0863* NAVD 88     -       867.746  (meters)    2846.93   (feet)  ADJUSTED  
 GX0863  ___________________________________________________________________
 GX0863  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GX0863  DYNAMIC HT  -         866.992 (meters)    2844.46  (feet)  COMP
 GX0863  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 GX0863
 GX0863  VERT ORDER  -  SECOND    CLASS 0
 GX0863
 GX0863.The horizontal coordinates were scaled from a topographic map and have
 GX0863.an estimated accuracy of +/- 6 seconds.
 GX0863
 GX0863.The orthometric height was determined by differential leveling
 GX0863.and adjusted by the National Geodetic Survey in June 1991..
 GX0863
 GX0863.The geoid height was determined by GEOID03.
 GX0863
 GX0863.The dynamic height is computed by dividing the NAVD 88
 GX0863.geopotential number by the normal gravity value computed on the
 GX0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0863.degrees latitude (g = 980.6199 gals.).
 GX0863
 GX0863.The modeled gravity was interpolated from observed gravity values.
 GX0863
 GX0863;                    North         East    Units  Estimated Accuracy
 GX0863;SPC WV S     -    81,200.      621,230.      MT  (+/- 180 meters Scaled)
 GX0863
 GX0863                          SUPERSEDED SURVEY CONTROL
 GX0863
 GX0863  NGVD 29 (??/??/92)  867.886  (m)         2847.39   (f) ADJ UNCH    2 0
 GX0863
 GX0863.Superseded values are not recommended for survey control.
 GX0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0863.See file dsdata.txt to determine how the superseded data were derived.
 GX0863
 GX0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB212760(NAD 83)
 GX0863_MARKER: DB = BENCH MARK DISK
 GX0863_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0863_SP_SET: UNSPECIFIED ROCK
 GX0863_STAMPING: Z 211 1961
 GX0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0863
 GX0863  HISTORY     - Date     Condition        Report By
 GX0863  HISTORY     - 1961     MONUMENTED       CGS
 GX0863
 GX0863                          STATION DESCRIPTION
 GX0863
 GX0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0863'8.6 MI W FROM ALDERSON.
 GX0863'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0863'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 6.35 MILES
 GX0863'WEST ALONG A BLACK TOP AND GRADED ROAD, ABOUT 0.6 MILE NORTHWEST
 GX0863'OF THE JUNCTION OF A ROAD LEADING NORTHEAST TO THE KEENEY MOUNTAIN
 GX0863'FIRE TOWER, AT THE OUTSIDE OF A CURVE, SET IN THE TOP OF A FLAT
 GX0863'ROCK THAT IS 10 FEET LONG-8 FEET WIDE AND PROJECTS 1 FOOT ABOVE
 GX0863'THE LEVEL OF THE GROUND, 34 FEET EAST OF THE CENTER LINE OF THE
 GX0863'ROAD, 2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK AND
 GX0863'2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0892 ***********************************************************************
 GX0892  DESIGNATION -  Z 212
 GX0892  PID         -  GX0892
 GX0892  STATE/COUNTY-  WV/SUMMERS
 GX0892  USGS QUAD   -  ALDERSON (1976)
 GX0892
 GX0892                         *CURRENT SURVEY CONTROL
 GX0892  ___________________________________________________________________
 GX0892* NAD 83(1986)-  37 44 55.     (N)    080 44 22.     (W)     SCALED    
 GX0892* NAVD 88     -       932.306  (meters)    3058.74   (feet)  ADJUSTED  
 GX0892  ___________________________________________________________________
 GX0892  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GX0892  DYNAMIC HT  -         931.521 (meters)    3056.17  (feet)  COMP
 GX0892  MODELED GRAV-     979,754.6   (mgal)                       NAVD 88
 GX0892
 GX0892  VERT ORDER  -  SECOND    CLASS 0
 GX0892
 GX0892.The horizontal coordinates were scaled from a topographic map and have
 GX0892.an estimated accuracy of +/- 6 seconds.
 GX0892
 GX0892.The orthometric height was determined by differential leveling
 GX0892.and adjusted by the National Geodetic Survey in June 1991..
 GX0892
 GX0892.The geoid height was determined by GEOID03.
 GX0892
 GX0892.The dynamic height is computed by dividing the NAVD 88
 GX0892.geopotential number by the normal gravity value computed on the
 GX0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0892.degrees latitude (g = 980.6199 gals.).
 GX0892
 GX0892.The modeled gravity was interpolated from observed gravity values.
 GX0892
 GX0892;                    North         East    Units  Estimated Accuracy
 GX0892;SPC WV S     -    83,120.      622,960.      MT  (+/- 180 meters Scaled)
 GX0892
 GX0892                          SUPERSEDED SURVEY CONTROL
 GX0892
 GX0892  NGVD 29 (??/??/92)  932.470  (m)         3059.28   (f) ADJ UNCH    2 0
 GX0892
 GX0892.Superseded values are not recommended for survey control.
 GX0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0892.See file dsdata.txt to determine how the superseded data were derived.
 GX0892
 GX0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB229779(NAD 83)
 GX0892_MARKER: DB = BENCH MARK DISK
 GX0892_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GX0892_SP_SET: UNSPECIFIED ROCK
 GX0892_STAMPING: Z 212 1961
 GX0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0892
 GX0892  HISTORY     - Date     Condition        Report By
 GX0892  HISTORY     - 1961     MONUMENTED       CGS
 GX0892
 GX0892                          STATION DESCRIPTION
 GX0892
 GX0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0892'10.4 MI NW FROM ALDERSON.
 GX0892'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 3 AND 12 FROM THE NORTH
 GX0892'END OF THE GREENBRIER RIVER BRIDGE AT ALDERSON, THENCE 5.75 MILES
 GX0892'WEST ALONG A BLACK TOP ROAD, THENCE 2.35 MILES NORTHEAST ALONG
 GX0892'A GRADED ROAD LEADING TO THE KEENEY MOUNTAIN FIRE TOWER, AT THE
 GX0892'OUTSIDE OF A CURVE, NEAR THE CENTER OF A DEEP RAVINE, SET IN
 GX0892'THE TOP OF A LARGE FLAT ROCK THAT FORMS PART OF THE NORTHEAST
 GX0892'BANK OF A SMALL STREAM, 19 FEET NORTHWEST OF THE CENTER LINE OF
 GX0892'THE ROAD, 6 FEET NORTH OF THE NORTHWEST END OF A 36 INCH PIPE
 GX0892'CULVERT UNDER THE ROAD AND 1 1/2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0998 ***********************************************************************
 GX0998  DESIGNATION -  Z 213
 GX0998  PID         -  GX0998
 GX0998  STATE/COUNTY-  WV/SUMMERS
 GX0998  USGS QUAD   -  DAWSON (1971)
 GX0998
 GX0998                         *CURRENT SURVEY CONTROL
 GX0998  ___________________________________________________________________
 GX0998* NAD 83(1986)-  37 48 53.     (N)    080 44 21.     (W)     SCALED    
 GX0998* NAVD 88     -       787.300  (meters)    2583.00   (feet)  ADJUSTED  
 GX0998  ___________________________________________________________________
 GX0998  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GX0998  DYNAMIC HT  -         786.639 (meters)    2580.83  (feet)  COMP
 GX0998  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 GX0998
 GX0998  VERT ORDER  -  SECOND    CLASS 0
 GX0998
 GX0998.The horizontal coordinates were scaled from a topographic map and have
 GX0998.an estimated accuracy of +/- 6 seconds.
 GX0998
 GX0998.The orthometric height was determined by differential leveling
 GX0998.and adjusted by the National Geodetic Survey in June 1991..
 GX0998
 GX0998.The geoid height was determined by GEOID03.
 GX0998
 GX0998.The dynamic height is computed by dividing the NAVD 88
 GX0998.geopotential number by the normal gravity value computed on the
 GX0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0998.degrees latitude (g = 980.6199 gals.).
 GX0998
 GX0998.The modeled gravity was interpolated from observed gravity values.
 GX0998
 GX0998;                    North         East    Units  Estimated Accuracy
 GX0998;SPC WV S     -    90,460.      622,970.      MT  (+/- 180 meters Scaled)
 GX0998
 GX0998                          SUPERSEDED SURVEY CONTROL
 GX0998
 GX0998  NGVD 29 (??/??/92)  787.455  (m)         2583.51   (f) ADJ UNCH    2 0
 GX0998
 GX0998.Superseded values are not recommended for survey control.
 GX0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0998.See file dsdata.txt to determine how the superseded data were derived.
 GX0998
 GX0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB229852(NAD 83)
 GX0998_MARKER: DB = BENCH MARK DISK
 GX0998_SETTING: 66 = SET IN ROCK OUTCROP
 GX0998_SP_SET: ROCK
 GX0998_STAMPING: Z 213 1961
 GX0998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0998+STABILITY: POSITION/ELEVATION WELL
 GX0998
 GX0998  HISTORY     - Date     Condition        Report By
 GX0998  HISTORY     - 1961     MONUMENTED       CGS
 GX0998
 GX0998                          STATION DESCRIPTION
 GX0998
 GX0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0998'1.8 MI SW FROM GRASSY MEADOWS.
 GX0998'ABOUT 0.5 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 GX0998'AT GRASSY MEADOWS, THENCE 0.9 MILE SOUTH ALONG A GRADED ROAD,
 GX0998'THENCE 0.4 MILE WEST ALONG A ROUGH MOUNTAIN ROAD, ABOUT 0.1 MILE
 GX0998'WEST OF THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST UP A DEEP
 GX0998'NARROW VALLEY, ALONG THE EAST SLOPE OF THE MOUNTAIN, AT THE
 GX0998'INSIDE OF A CURVE, SET VERTICALLY IN THE NORTH FACE OF A ROCK
 GX0998'THAT IS 10 FEET LONG AND 3 FEET HIGH AND IS AT THE BASE OF A
 GX0998'10 FOOT HIGH CUT, 10 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 GX0998'AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0949 ***********************************************************************
 GX0949  DESIGNATION -  Z 214
 GX0949  PID         -  GX0949
 GX0949  STATE/COUNTY-  WV/GREENBRIER
 GX0949  USGS QUAD   -  RUPERT (1981)
 GX0949
 GX0949                         *CURRENT SURVEY CONTROL
 GX0949  ___________________________________________________________________
 GX0949* NAD 83(1986)-  37 58 20.     (N)    080 40 33.     (W)     SCALED    
 GX0949* NAVD 88     -       735.194  (meters)    2412.05   (feet)  ADJUSTED  
 GX0949  ___________________________________________________________________
 GX0949  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GX0949  DYNAMIC HT  -         734.579 (meters)    2410.03  (feet)  COMP
 GX0949  MODELED GRAV-     979,768.7   (mgal)                       NAVD 88
 GX0949
 GX0949  VERT ORDER  -  SECOND    CLASS 0
 GX0949
 GX0949.The horizontal coordinates were scaled from a topographic map and have
 GX0949.an estimated accuracy of +/- 6 seconds.
 GX0949
 GX0949.The orthometric height was determined by differential leveling
 GX0949.and adjusted by the National Geodetic Survey in June 1991..
 GX0949
 GX0949.The geoid height was determined by GEOID03.
 GX0949
 GX0949.The dynamic height is computed by dividing the NAVD 88
 GX0949.geopotential number by the normal gravity value computed on the
 GX0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0949.degrees latitude (g = 980.6199 gals.).
 GX0949
 GX0949.The modeled gravity was interpolated from observed gravity values.
 GX0949
 GX0949;                    North         East    Units  Estimated Accuracy
 GX0949;SPC WV S     -   107,960.      628,480.      MT  (+/- 180 meters Scaled)
 GX0949
 GX0949                          SUPERSEDED SURVEY CONTROL
 GX0949
 GX0949  NGVD 29 (??/??/92)  735.332  (m)         2412.50   (f) ADJ UNCH    2 0
 GX0949
 GX0949.Superseded values are not recommended for survey control.
 GX0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0949.See file dsdata.txt to determine how the superseded data were derived.
 GX0949
 GX0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC284027(NAD 83)
 GX0949_MARKER: DB = BENCH MARK DISK
 GX0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0949_STAMPING: Z 214 1961
 GX0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0949+STABILITY: SURFACE MOTION
 GX0949
 GX0949  HISTORY     - Date     Condition        Report By
 GX0949  HISTORY     - 1961     MONUMENTED       CGS
 GX0949
 GX0949                          STATION DESCRIPTION
 GX0949
 GX0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0949'0.8 MI N FROM RUPERT.
 GX0949'ABOUT 0.8 MILE NORTH ALONG A BLACK TOP ROAD FROM THE HIGH SCHOOL
 GX0949'BUILDING AT RUPERT, 25 YARDS SOUTH OF THE JUNCTION OF A DRIVE
 GX0949'LEADING WEST TO A ONE-STORY HOUSE WITH ASBESTOS SIDING, 23 FEET
 GX0949'SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE ROAD AND THE
 GX0949'DRIVE, 17 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 GX0949'NORTH OF TELEPHONE POLE NO. C 27, 1 FOOT EAST OF A FENCE LINE,
 GX0949'2 1/2 FEET SOUTH OF A METAL WITNESS POST, 1/2 FOOT ABOVE THE
 GX0949'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GX0949'3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1009 ***********************************************************************
 GX1009  DESIGNATION -  Z 215
 GX1009  PID         -  GX1009
 GX1009  STATE/COUNTY-  WV/GREENBRIER
 GX1009  USGS QUAD   -  ASBURY (1979)
 GX1009
 GX1009                         *CURRENT SURVEY CONTROL
 GX1009  ___________________________________________________________________
 GX1009* NAD 83(1986)-  37 48 44.     (N)    080 30 17.     (W)     SCALED    
 GX1009* NAVD 88     -       631.586  (meters)    2072.13   (feet)  ADJUSTED  
 GX1009  ___________________________________________________________________
 GX1009  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX1009  DYNAMIC HT  -         631.064 (meters)    2070.42  (feet)  COMP
 GX1009  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 GX1009
 GX1009  VERT ORDER  -  SECOND    CLASS 0
 GX1009
 GX1009.The horizontal coordinates were scaled from a topographic map and have
 GX1009.an estimated accuracy of +/- 6 seconds.
 GX1009
 GX1009.The orthometric height was determined by differential leveling
 GX1009.and adjusted by the National Geodetic Survey in June 1991..
 GX1009
 GX1009.The geoid height was determined by GEOID03.
 GX1009
 GX1009.The dynamic height is computed by dividing the NAVD 88
 GX1009.geopotential number by the normal gravity value computed on the
 GX1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1009.degrees latitude (g = 980.6199 gals.).
 GX1009
 GX1009.The modeled gravity was interpolated from observed gravity values.
 GX1009
 GX1009;                    North         East    Units  Estimated Accuracy
 GX1009;SPC WV S     -    90,260.      643,610.      MT  (+/- 180 meters Scaled)
 GX1009
 GX1009                          SUPERSEDED SURVEY CONTROL
 GX1009
 GX1009  NGVD 29 (??/??/92)  631.738  (m)         2072.63   (f) ADJ UNCH    2 0
 GX1009
 GX1009.Superseded values are not recommended for survey control.
 GX1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1009.See file dsdata.txt to determine how the superseded data were derived.
 GX1009
 GX1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB435850(NAD 83)
 GX1009_MARKER: DB = BENCH MARK DISK
 GX1009_SETTING: 66 = SET IN ROCK OUTCROP
 GX1009_SP_SET: ROCK
 GX1009_STAMPING: Z 215 1961
 GX1009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1009+STABILITY: POSITION/ELEVATION WELL
 GX1009
 GX1009  HISTORY     - Date     Condition        Report By
 GX1009  HISTORY     - 1961     MONUMENTED       CGS
 GX1009
 GX1009                          STATION DESCRIPTION
 GX1009
 GX1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1009'4 MI W FROM LEWISBURG.
 GX1009'ABOUT 1.65 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX1009'OFFICE AT LEWISBURG, THENCE 2.3 MILES WEST ALONG COUNTY ROAD
 GX1009'NO. 33, 0.3 MILE SOUTHEAST OF THE JUNCTION OF A SIDE ROAD
 GX1009'LEADING NORTH, AT THE OUTSIDE OF A CURVE, 25 YARDS SOUTHEAST OF
 GX1009'A POINT WHERE A TELEPHONE LINE CROSSES OVER THE ROAD, SET ON THE
 GX1009'TOP OF A ROCK THAT IS 5 FEET WIDE AND 3 FEET HIGH, 21 FEET
 GX1009'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 72 FEET SOUTHEAST OF
 GX1009'TELEPHONE POLE NO. 48-48, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 GX1009'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1025 ***********************************************************************
 GX1025  DESIGNATION -  Z 216
 GX1025  PID         -  GX1025
 GX1025  STATE/COUNTY-  WV/GREENBRIER
 GX1025  USGS QUAD   -  DAWSON (1971)
 GX1025
 GX1025                         *CURRENT SURVEY CONTROL
 GX1025  ___________________________________________________________________
 GX1025* NAD 83(1986)-  37 49 25.     (N)    080 38 02.     (W)     SCALED    
 GX1025* NAVD 88     -       502.228  (meters)    1647.73   (feet)  ADJUSTED  
 GX1025  ___________________________________________________________________
 GX1025  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX1025  DYNAMIC HT  -         501.822 (meters)    1646.39  (feet)  COMP
 GX1025  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 GX1025
 GX1025  VERT ORDER  -  SECOND    CLASS 0
 GX1025
 GX1025.The horizontal coordinates were scaled from a topographic map and have
 GX1025.an estimated accuracy of +/- 6 seconds.
 GX1025
 GX1025.The orthometric height was determined by differential leveling
 GX1025.and adjusted by the National Geodetic Survey in June 1991..
 GX1025
 GX1025.The geoid height was determined by GEOID03.
 GX1025
 GX1025.The dynamic height is computed by dividing the NAVD 88
 GX1025.geopotential number by the normal gravity value computed on the
 GX1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1025.degrees latitude (g = 980.6199 gals.).
 GX1025
 GX1025.The modeled gravity was interpolated from observed gravity values.
 GX1025
 GX1025;                    North         East    Units  Estimated Accuracy
 GX1025;SPC WV S     -    91,480.      632,230.      MT  (+/- 180 meters Scaled)
 GX1025
 GX1025                          SUPERSEDED SURVEY CONTROL
 GX1025
 GX1025  NGVD 29 (??/??/92)  502.390  (m)         1648.26   (f) ADJ UNCH    2 0
 GX1025
 GX1025.Superseded values are not recommended for survey control.
 GX1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1025.See file dsdata.txt to determine how the superseded data were derived.
 GX1025
 GX1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB322863(NAD 83)
 GX1025_MARKER: DB = BENCH MARK DISK
 GX1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1025_SP_SET: BRIDGE
 GX1025_STAMPING: Z 216 1961
 GX1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1025
 GX1025  HISTORY     - Date     Condition        Report By
 GX1025  HISTORY     - 1961     MONUMENTED       CGS
 GX1025
 GX1025                          STATION DESCRIPTION
 GX1025
 GX1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1025'0.1 MI SE FROM BLUE SULPHUR SPRINGS.
 GX1025'AT BLUE SULPHUR SPRINGS, 0.1 MILE SOUTHEAST ALONG A BLACK TOP
 GX1025'ROAD FROM THE G.O.E. MEMORIAL CHURCH, 0.65 MILE NORTHWEST OF A
 GX1025'T JUNCTION, SET ON THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 GX1025'BRIDGE SEAT OF A 75 FOOT LONG BRIDGE OVER SNAKE RUN, 10 FEET
 GX1025'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTHWEST OF THE
 GX1025'NORTHEAST END OF THE BRIDGE SEAT AND 2 1/2 FEET BELOW THE BRIDGE
 GX1025'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1045 ***********************************************************************
 GX1045  DESIGNATION -  Z 217
 GX1045  PID         -  GX1045
 GX1045  STATE/COUNTY-  WV/GREENBRIER
 GX1045  USGS QUAD   -  ASBURY (1979)
 GX1045
 GX1045                         *CURRENT SURVEY CONTROL
 GX1045  ___________________________________________________________________
 GX1045* NAD 83(1986)-  37 50 44.     (N)    080 35 33.     (W)     SCALED    
 GX1045* NAVD 88     -       515.018  (meters)    1689.69   (feet)  ADJUSTED  
 GX1045  ___________________________________________________________________
 GX1045  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GX1045  DYNAMIC HT  -         514.590 (meters)    1688.28  (feet)  COMP
 GX1045  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 GX1045
 GX1045  VERT ORDER  -  SECOND    CLASS 0
 GX1045
 GX1045.The horizontal coordinates were scaled from a topographic map and have
 GX1045.an estimated accuracy of +/- 6 seconds.
 GX1045
 GX1045.The orthometric height was determined by differential leveling
 GX1045.and adjusted by the National Geodetic Survey in June 1991..
 GX1045
 GX1045.The geoid height was determined by GEOID03.
 GX1045
 GX1045.The dynamic height is computed by dividing the NAVD 88
 GX1045.geopotential number by the normal gravity value computed on the
 GX1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1045.degrees latitude (g = 980.6199 gals.).
 GX1045
 GX1045.The modeled gravity was interpolated from observed gravity values.
 GX1045
 GX1045;                    North         East    Units  Estimated Accuracy
 GX1045;SPC WV S     -    93,930.      635,870.      MT  (+/- 180 meters Scaled)
 GX1045
 GX1045                          SUPERSEDED SURVEY CONTROL
 GX1045
 GX1045  NGVD 29 (??/??/92)  515.167  (m)         1690.18   (f) ADJ UNCH    2 0
 GX1045
 GX1045.Superseded values are not recommended for survey control.
 GX1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1045.See file dsdata.txt to determine how the superseded data were derived.
 GX1045
 GX1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB358887(NAD 83)
 GX1045_MARKER: DB = BENCH MARK DISK
 GX1045_SETTING: 66 = SET IN ROCK OUTCROP
 GX1045_SP_SET: ROCK
 GX1045_STAMPING: Z 217 1961
 GX1045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1045+STABILITY: POSITION/ELEVATION WELL
 GX1045
 GX1045  HISTORY     - Date     Condition        Report By
 GX1045  HISTORY     - 1961     MONUMENTED       CGS
 GX1045
 GX1045                          STATION DESCRIPTION
 GX1045
 GX1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX1045'4 MI NE FROM BLUE SULPHUR SPRINGS.
 GX1045'ABOUT 1.55 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 GX1045'GOE MEMORIAL CHAPEL AT BLUE SULPHUR SPRINGS, THENCE 2.45 MILES
 GX1045'NORTH AND NORTHEAST ALONG A GRADED ROAD AND AN UNKEMPT ROAD,
 GX1045'0.35 MILE WEST OF A 30 FOOT WOODEN BRIDGE OVER MUDDY CREEK,
 GX1045'AT THE OUTSIDE OF A SHARP CURVE, SET ON THE TOP OF A 2 FOOT HIGH
 GX1045'ROCK LEDGE THAT IS ALONG THE EAST SIDE OF A MASS OF ROCK WITH
 GX1045'A LARGE BOULDER ON TOP OF THE MASS OF ROCK THAT APPEARS TO BE
 GX1045'BALANCED, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT
 GX1045'NORTHWEST OF THE SOUTHEAST END OF THE ROCK AND 5 FEET ABOVE
 GX1045'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1997 ***********************************************************************
 HX1997  DESIGNATION -  Z 218
 HX1997  PID         -  HX1997
 HX1997  STATE/COUNTY-  WV/FAYETTE
 HX1997  USGS QUAD   -  ANSTED (1976)
 HX1997
 HX1997                         *CURRENT SURVEY CONTROL
 HX1997  ___________________________________________________________________
 HX1997* NAD 83(1986)-  38 07 35.     (N)    081 04 21.     (W)     SCALED    
 HX1997* NAVD 88     -       445.136  (meters)    1460.42   (feet)  ADJUSTED  
 HX1997  ___________________________________________________________________
 HX1997  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 HX1997  DYNAMIC HT  -         444.804 (meters)    1459.33  (feet)  COMP
 HX1997  MODELED GRAV-     979,869.1   (mgal)                       NAVD 88
 HX1997
 HX1997  VERT ORDER  -  SECOND    CLASS 0
 HX1997
 HX1997.The horizontal coordinates were scaled from a topographic map and have
 HX1997.an estimated accuracy of +/- 6 seconds.
 HX1997
 HX1997.The orthometric height was determined by differential leveling
 HX1997.and adjusted by the National Geodetic Survey in June 1991..
 HX1997
 HX1997.The geoid height was determined by GEOID03.
 HX1997
 HX1997.The dynamic height is computed by dividing the NAVD 88
 HX1997.geopotential number by the normal gravity value computed on the
 HX1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1997.degrees latitude (g = 980.6199 gals.).
 HX1997
 HX1997.The modeled gravity was interpolated from observed gravity values.
 HX1997
 HX1997;                    North         East    Units  Estimated Accuracy
 HX1997;SPC WV S     -   125,020.      593,640.      MT  (+/- 180 meters Scaled)
 HX1997
 HX1997                          SUPERSEDED SURVEY CONTROL
 HX1997
 HX1997  NGVD 29 (??/??/92)  445.314  (m)         1461.00   (f) ADJ UNCH    2 0
 HX1997
 HX1997.Superseded values are not recommended for survey control.
 HX1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1997.See file dsdata.txt to determine how the superseded data were derived.
 HX1997
 HX1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC936198(NAD 83)
 HX1997_MARKER: DB = BENCH MARK DISK
 HX1997_SETTING: 66 = SET IN ROCK OUTCROP
 HX1997_SP_SET: ROCK OUTCROP
 HX1997_STAMPING: Z 218 1961
 HX1997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1997+STABILITY: POSITION/ELEVATION WELL
 HX1997
 HX1997  HISTORY     - Date     Condition        Report By
 HX1997  HISTORY     - 1961     MONUMENTED       CGS
 HX1997
 HX1997                          STATION DESCRIPTION
 HX1997
 HX1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1997'1.5 MI SE FROM ANSTED.
 HX1997'ABOUT 1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ANSTED
 HX1997'HIGH SCHOOL AT ANSTED, 0.1 MILE SOUTH OF THE JUNCTION OF A BLACK
 HX1997'TOP ROAD LEADING EAST TO RAMSEY, SET ON THE TOP OF A ROCK OUTCROP,
 HX1997'AT THE INSIDE OF A CURVE, NEAR A POINT WHERE THE OLD HIGHWAY LEAVES
 HX1997'THE NEW HIGHWAY TO THE NORTHWEST, 54 FEET NORTHEAST OF THE CENTER
 HX1997'LINE OF THE NEW HIGHWAY, 40 FEET SOUTHEAST OF THE CENTER LINE OF
 HX1997'THE OLD HIGHWAY, 31 FEET SOUTH OF A POWER LINE POLE WITH
 HX1997'A TRANSFORMER, 15 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 HX1997'OUTCROP AND 4 FEET ABOVE THE LEVEL OF THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1128 ***********************************************************************
 HX1128  DESIGNATION -  Z 219
 HX1128  PID         -  HX1128
 HX1128  STATE/COUNTY-  WV/NICHOLAS
 HX1128  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1128
 HX1128                         *CURRENT SURVEY CONTROL
 HX1128  ___________________________________________________________________
 HX1128* NAD 83(1986)-  38 13 48.     (N)    080 59 25.     (W)     SCALED    
 HX1128* NAVD 88     -       414.437  (meters)    1359.70   (feet)  ADJUSTED  
 HX1128  ___________________________________________________________________
 HX1128  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HX1128  DYNAMIC HT  -         414.134 (meters)    1358.70  (feet)  COMP
 HX1128  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 HX1128
 HX1128  VERT ORDER  -  SECOND    CLASS 0
 HX1128
 HX1128.The horizontal coordinates were scaled from a topographic map and have
 HX1128.an estimated accuracy of +/- 6 seconds.
 HX1128
 HX1128.The orthometric height was determined by differential leveling
 HX1128.and adjusted by the National Geodetic Survey in June 1991..
 HX1128
 HX1128.The geoid height was determined by GEOID03.
 HX1128
 HX1128.The dynamic height is computed by dividing the NAVD 88
 HX1128.geopotential number by the normal gravity value computed on the
 HX1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1128.degrees latitude (g = 980.6199 gals.).
 HX1128
 HX1128.The modeled gravity was interpolated from observed gravity values.
 HX1128
 HX1128;                    North         East    Units  Estimated Accuracy
 HX1128;SPC WV S     -   136,520.      600,850.      MT  (+/- 180 meters Scaled)
 HX1128
 HX1128                          SUPERSEDED SURVEY CONTROL
 HX1128
 HX1128  NGVD 29 (??/??/92)  414.617  (m)         1360.29   (f) ADJ UNCH    2 0
 HX1128
 HX1128.Superseded values are not recommended for survey control.
 HX1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1128.See file dsdata.txt to determine how the superseded data were derived.
 HX1128
 HX1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC008313(NAD 83)
 HX1128_MARKER: DB = BENCH MARK DISK
 HX1128_SETTING: 66 = SET IN ROCK OUTCROP
 HX1128_SP_SET: ROCK PROJECTING
 HX1128_STAMPING: Z 219 1961
 HX1128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1128+STABILITY: POSITION/ELEVATION WELL
 HX1128
 HX1128  HISTORY     - Date     Condition        Report By
 HX1128  HISTORY     - 1961     MONUMENTED       CGS
 HX1128
 HX1128                          STATION DESCRIPTION
 HX1128
 HX1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1128'3.5 MI SE FROM DRENNEN.
 HX1128'ABOUT 1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HX1128'OF STATE HIGHWAY 39 AT DRENNEN, THENCE 2.2 MILES SOUTH ALONG A
 HX1128'GRADED ROAD, SET VERTICALLY IN THE EAST FACE OF AN 8-BY-12
 HX1128'FOOT ROCK PROJECTING OUT OF THE ROAD BANK, 12 FEET WEST OF THE
 HX1128'CENTER LINE OF THE ROAD, 234 FEET SOUTHWEST OF THE CENTER LINE
 HX1128'OF A WOODS ROAD LEADING EAST, 4 FEET NORTH OF THE SOUTH END
 HX1128'OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0058 ***********************************************************************
 JX0058  DESIGNATION -  Z 22
 JX0058  PID         -  JX0058
 JX0058  STATE/COUNTY-  WV/MARION
 JX0058  USGS QUAD   -  MANNINGTON (1976)
 JX0058
 JX0058                         *CURRENT SURVEY CONTROL
 JX0058  ___________________________________________________________________
 JX0058* NAD 83(1986)-  39 33 16.     (N)    080 21 15.     (W)     SCALED    
 JX0058* NAVD 88     -       301.586  (meters)     989.45   (feet)  ADJUSTED  
 JX0058  ___________________________________________________________________
 JX0058  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JX0058  DYNAMIC HT  -         301.408 (meters)     988.87  (feet)  COMP
 JX0058  MODELED GRAV-     980,026.6   (mgal)                       NAVD 88
 JX0058
 JX0058  VERT ORDER  -  FIRST     CLASS II
 JX0058
 JX0058.The horizontal coordinates were scaled from a topographic map and have
 JX0058.an estimated accuracy of +/- 6 seconds.
 JX0058
 JX0058.The orthometric height was determined by differential leveling
 JX0058.and adjusted by the National Geodetic Survey in June 1991..
 JX0058
 JX0058.The geoid height was determined by GEOID03.
 JX0058
 JX0058.The dynamic height is computed by dividing the NAVD 88
 JX0058.geopotential number by the normal gravity value computed on the
 JX0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0058.degrees latitude (g = 980.6199 gals.).
 JX0058
 JX0058.The modeled gravity was interpolated from observed gravity values.
 JX0058
 JX0058;                    North         East    Units  Estimated Accuracy
 JX0058;SPC WV N     -   117,410.      526,590.      MT  (+/- 180 meters Scaled)
 JX0058
 JX0058                          SUPERSEDED SURVEY CONTROL
 JX0058
 JX0058  NGVD 29 (??/??/92)  301.743  (m)          989.97   (f) ADJ UNCH    1 2
 JX0058
 JX0058.Superseded values are not recommended for survey control.
 JX0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0058.See file dsdata.txt to determine how the superseded data were derived.
 JX0058
 JX0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND554785(NAD 83)
 JX0058_MARKER: DB = BENCH MARK DISK
 JX0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0058_STAMPING: Z 22 1935
 JX0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0058+STABILITY: SURFACE MOTION
 JX0058
 JX0058  HISTORY     - Date     Condition        Report By
 JX0058  HISTORY     - 1935     MONUMENTED       CGS
 JX0058
 JX0058                          STATION DESCRIPTION
 JX0058
 JX0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0058'2.1 MI SE FROM METZ.
 JX0058'2.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0058'FROM THE STATION AT METZ, MARION COUNTY, 125 FEET SOUTHEAST OF
 JX0058'POLE 322+5, 48 FEET SOUTH OF A BROWN FARMHOUSE, 33 FEET NORTH OF
 JX0058'A ROAD CROSSING, 16 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 JX0058'5 FEET SOUTHWEST OF A YARD FENCE.  A STANDARD DISK, STAMPED
 JX0058'Z 22 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1156 ***********************************************************************
 HX1156  DESIGNATION -  Z 220
 HX1156  PID         -  HX1156
 HX1156  STATE/COUNTY-  WV/NICHOLAS
 HX1156  USGS QUAD   -  SUMMERSVILLE (1976)
 HX1156
 HX1156                         *CURRENT SURVEY CONTROL
 HX1156  ___________________________________________________________________
 HX1156* NAD 83(1986)-  38 15 18.     (N)    080 51 28.     (W)     SCALED    
 HX1156* NAVD 88     -       516.722  (meters)    1695.28   (feet)  ADJUSTED  
 HX1156  ___________________________________________________________________
 HX1156  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HX1156  DYNAMIC HT  -         516.326 (meters)    1693.98  (feet)  COMP
 HX1156  MODELED GRAV-     979,847.1   (mgal)                       NAVD 88
 HX1156
 HX1156  VERT ORDER  -  SECOND    CLASS 0
 HX1156
 HX1156.The horizontal coordinates were scaled from a topographic map and have
 HX1156.an estimated accuracy of +/- 6 seconds.
 HX1156
 HX1156.The orthometric height was determined by differential leveling
 HX1156.and adjusted by the National Geodetic Survey in June 1991..
 HX1156
 HX1156.The geoid height was determined by GEOID03.
 HX1156
 HX1156.The dynamic height is computed by dividing the NAVD 88
 HX1156.geopotential number by the normal gravity value computed on the
 HX1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1156.degrees latitude (g = 980.6199 gals.).
 HX1156
 HX1156.The modeled gravity was interpolated from observed gravity values.
 HX1156
 HX1156;                    North         East    Units  Estimated Accuracy
 HX1156;SPC WV S     -   139,300.      612,450.      MT  (+/- 180 meters Scaled)
 HX1156
 HX1156                          SUPERSEDED SURVEY CONTROL
 HX1156
 HX1156  NGVD 29 (??/??/92)  516.879  (m)         1695.79   (f) ADJ UNCH    2 0
 HX1156
 HX1156.Superseded values are not recommended for survey control.
 HX1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1156.See file dsdata.txt to determine how the superseded data were derived.
 HX1156
 HX1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC124341(NAD 83)
 HX1156_MARKER: DB = BENCH MARK DISK
 HX1156_SETTING: 66 = SET IN ROCK OUTCROP
 HX1156_SP_SET: ROCK CUT
 HX1156_STAMPING: Z 220 1961
 HX1156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1156+STABILITY: POSITION/ELEVATION WELL
 HX1156
 HX1156  HISTORY     - Date     Condition        Report By
 HX1156  HISTORY     - 1961     MONUMENTED       CGS
 HX1156
 HX1156                          STATION DESCRIPTION
 HX1156
 HX1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1156'2.8 MI S FROM SUMMERSVILLE.
 HX1156'ABOUT 2.75 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURT HOUSE
 HX1156'AT SUMMERSVILLE, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A GRADED
 HX1156'ROAD LEADING EAST FROM THE HIGHWAY, SET VERTICALLY IN THE WEST
 HX1156'FACE OF A ROCK CUT, ACROSS THE HIGHWAY FROM WHERE THE HIGHWAY
 HX1156'DEPARTMENT DUMPS AND KEEP THEIR GRAVEL STORED, 48 FEET EAST OF
 HX1156'THE CENTER LINE OF THE HIGHWAY, 66 FEET NORTHEAST OF THE CENTER
 HX1156'OF THE JUNCTION OF THE HIGHWAY AND A DRIVE LEADING SOUTHEAST,
 HX1156'2 FEET ABOVE THE LEVEL OF THE GROUND AND 10 FEET ABOVE THE LEVEL
 HX1156'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1182 ***********************************************************************
 HX1182  DESIGNATION -  Z 221
 HX1182  PID         -  HX1182
 HX1182  STATE/COUNTY-  WV/FAYETTE
 HX1182  USGS QUAD   -  WINONA (1976)
 HX1182
 HX1182                         *CURRENT SURVEY CONTROL
 HX1182  ___________________________________________________________________
 HX1182* NAD 83(1986)-  38 04 44.     (N)    080 54 02.     (W)     SCALED    
 HX1182* NAVD 88     -       686.803  (meters)    2253.29   (feet)  ADJUSTED  
 HX1182  ___________________________________________________________________
 HX1182  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HX1182  DYNAMIC HT  -         686.267 (meters)    2251.53  (feet)  COMP
 HX1182  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 HX1182
 HX1182  VERT ORDER  -  SECOND    CLASS 0
 HX1182
 HX1182.The horizontal coordinates were scaled from a topographic map and have
 HX1182.an estimated accuracy of +/- 6 seconds.
 HX1182
 HX1182.The orthometric height was determined by differential leveling
 HX1182.and adjusted by the National Geodetic Survey in June 1991..
 HX1182
 HX1182.The geoid height was determined by GEOID03.
 HX1182
 HX1182.The dynamic height is computed by dividing the NAVD 88
 HX1182.geopotential number by the normal gravity value computed on the
 HX1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1182.degrees latitude (g = 980.6199 gals.).
 HX1182
 HX1182.The modeled gravity was interpolated from observed gravity values.
 HX1182
 HX1182;                    North         East    Units  Estimated Accuracy
 HX1182;SPC WV S     -   119,750.      608,720.      MT  (+/- 180 meters Scaled)
 HX1182
 HX1182                          SUPERSEDED SURVEY CONTROL
 HX1182
 HX1182  NGVD 29 (??/??/92)  686.972  (m)         2253.84   (f) ADJ UNCH    2 0
 HX1182
 HX1182.Superseded values are not recommended for survey control.
 HX1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1182.See file dsdata.txt to determine how the superseded data were derived.
 HX1182
 HX1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC087145(NAD 83)
 HX1182_MARKER: DB = BENCH MARK DISK
 HX1182_SETTING: 66 = SET IN ROCK OUTCROP
 HX1182_SP_SET: ROCK OUTCROP
 HX1182_STAMPING: Z 221 1961
 HX1182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1182+STABILITY: POSITION/ELEVATION WELL
 HX1182
 HX1182  HISTORY     - Date     Condition        Report By
 HX1182  HISTORY     - 1961     MONUMENTED       CGS
 HX1182
 HX1182                          STATION DESCRIPTION
 HX1182
 HX1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1182'4.4 MI SW FROM NALLEN.
 HX1182'ABOUT 3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE CENTER
 HX1182'OF THE BRIDGE OVER MEADOW RIVER AT NALLEN, THENCE 0.6 MILE NORTH
 HX1182'ALONG A GRADED ROAD, THENCE 0.2 MILE SOUTHEAST ALONG A NARROW DRIVE
 HX1182'TO THE NADER RESIDENCE AT AIRPORT, SET ON THE TOP OF AN 8-BY-3
 HX1182'FOOT OUTCROP THAT IS FLUSH WITH THE GROUND, 84 FEET SOUTHWEST
 HX1182'OF THE SOUTHWEST EDGE OF THE RUNWAY, 30 FEET SOUTHWEST OF THE
 HX1182'CENTER LINE OF THE DRIVE, 75 FEET NORTHWEST OF THE NORTHWEST EDGE
 HX1182'OF A 40-BY-20 FOOT FISHING POND, 123 FEET WEST AND ACROSS THE
 HX1182'DRIVE FROM BENCH MARK Y 221 DESCRIBED, AND ABOUT 2 FEET BELOW THE
 HX1182'CENTER LINE OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2015 ***********************************************************************
 HX2015  DESIGNATION -  Z 222
 HX2015  PID         -  HX2015
 HX2015  STATE/COUNTY-  WV/FAYETTE
 HX2015  USGS QUAD   -  FAYETTEVILLE (1976)
 HX2015
 HX2015                         *CURRENT SURVEY CONTROL
 HX2015  ___________________________________________________________________
 HX2015* NAD 83(1986)-  38 04 17.     (N)    081 01 11.     (W)     SCALED    
 HX2015* NAVD 88     -       640.430  (meters)    2101.14   (feet)  ADJUSTED  
 HX2015  ___________________________________________________________________
 HX2015  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HX2015  DYNAMIC HT  -         639.924 (meters)    2099.48  (feet)  COMP
 HX2015  MODELED GRAV-     979,817.9   (mgal)                       NAVD 88
 HX2015
 HX2015  VERT ORDER  -  SECOND    CLASS 0
 HX2015
 HX2015.The horizontal coordinates were scaled from a topographic map and have
 HX2015.an estimated accuracy of +/- 6 seconds.
 HX2015
 HX2015.The orthometric height was determined by differential leveling
 HX2015.and adjusted by the National Geodetic Survey in June 1991..
 HX2015
 HX2015.The geoid height was determined by GEOID03.
 HX2015
 HX2015.The dynamic height is computed by dividing the NAVD 88
 HX2015.geopotential number by the normal gravity value computed on the
 HX2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2015.degrees latitude (g = 980.6199 gals.).
 HX2015
 HX2015.The modeled gravity was interpolated from observed gravity values.
 HX2015
 HX2015;                    North         East    Units  Estimated Accuracy
 HX2015;SPC WV S     -   118,910.      598,270.      MT  (+/- 180 meters Scaled)
 HX2015
 HX2015                          SUPERSEDED SURVEY CONTROL
 HX2015
 HX2015  NGVD 29 (??/??/92)  640.595  (m)         2101.69   (f) ADJ UNCH    2 0
 HX2015
 HX2015.Superseded values are not recommended for survey control.
 HX2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2015.See file dsdata.txt to determine how the superseded data were derived.
 HX2015
 HX2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC982137(NAD 83)
 HX2015_MARKER: DB = BENCH MARK DISK
 HX2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2015_STAMPING: Z 222 1961
 HX2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2015+STABILITY: SURFACE MOTION
 HX2015
 HX2015  HISTORY     - Date     Condition        Report By
 HX2015  HISTORY     - 1961     MONUMENTED       CGS
 HX2015
 HX2015                          STATION DESCRIPTION
 HX2015
 HX2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX2015'1 MI NE FROM EDMOND.
 HX2015'ABOUT 1.0 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 HX2015'EDMOND GRADE SCHOOL AND THE JUNCTION OF STATE HIGHWAY 82 AT
 HX2015'EDMOND, NEAR THE JUNCTION OF A DRIVEWAY LEADING TO THE RESIDENCE
 HX2015'OF R.L. SEELINGER, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX2015'ROAD, 32 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE ROAD
 HX2015'AND THE DRIVEWAY, 54 1/2 FEET SOUTH AND ACROSS THE ROAD FROM
 HX2015'TELEPHONE POLE NO. 153-25, 24 FEET SOUTHEAST OF THE CENTER LINE
 HX2015'OF THE DRIVEWAY, 2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 HX2015'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 HX2015'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1438 ***********************************************************************
 HX1438  DESIGNATION -  Z 223
 HX1438  PID         -  HX1438
 HX1438  STATE/COUNTY-  WV/FAYETTE
 HX1438  USGS QUAD   -  SUMMERSVILLE DAM (1976)
 HX1438
 HX1438                         *CURRENT SURVEY CONTROL
 HX1438  ___________________________________________________________________
 HX1438* NAD 83(1986)-  38 10 46.     (N)    080 56 56.     (W)     SCALED    
 HX1438* NAVD 88     -       421.319  (meters)    1382.28   (feet)  ADJUSTED  
 HX1438  ___________________________________________________________________
 HX1438  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HX1438  DYNAMIC HT  -         420.998 (meters)    1381.22  (feet)  COMP
 HX1438  MODELED GRAV-     979,855.1   (mgal)                       NAVD 88
 HX1438
 HX1438  VERT ORDER  -  SECOND    CLASS 0
 HX1438
 HX1438.The horizontal coordinates were scaled from a topographic map and have
 HX1438.an estimated accuracy of +/- 6 seconds.
 HX1438
 HX1438.The orthometric height was determined by differential leveling
 HX1438.and adjusted by the National Geodetic Survey in June 1991..
 HX1438
 HX1438.The geoid height was determined by GEOID03.
 HX1438
 HX1438.The dynamic height is computed by dividing the NAVD 88
 HX1438.geopotential number by the normal gravity value computed on the
 HX1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1438.degrees latitude (g = 980.6199 gals.).
 HX1438
 HX1438.The modeled gravity was interpolated from observed gravity values.
 HX1438
 HX1438;                    North         East    Units  Estimated Accuracy
 HX1438;SPC WV S     -   130,910.      604,480.      MT  (+/- 180 meters Scaled)
 HX1438
 HX1438                          SUPERSEDED SURVEY CONTROL
 HX1438
 HX1438  NGVD 29 (??/??/92)  421.488  (m)         1382.83   (f) ADJ UNCH    2 0
 HX1438
 HX1438.Superseded values are not recommended for survey control.
 HX1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1438.See file dsdata.txt to determine how the superseded data were derived.
 HX1438
 HX1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC044257(NAD 83)
 HX1438_MARKER: DB = BENCH MARK DISK
 HX1438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1438_SP_SET: TUNNEL WALL
 HX1438_STAMPING: Z 223 1961
 HX1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1438
 HX1438  HISTORY     - Date     Condition        Report By
 HX1438  HISTORY     - 1961     MONUMENTED       CGS
 HX1438
 HX1438                          STATION DESCRIPTION
 HX1438
 HX1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1438'9.8 MI NW FROM NALLEN.
 HX1438'ABOUT 9.75 MILES NORTHWEST ALONG THE NICHOLAS, FAYETTE AND
 HX1438'GREENBRIER RAILROAD FROM THE STATION AT NALLEN, 0.05 MILE
 HX1438'NORTHEAST OF MILEPOST 49, SET VERTICALLY IN THE INSIDE FACE OF
 HX1438'THE SOUTHEAST CONCRETE WALL AT THE SOUTHWEST END OF A TUNNEL, 6
 HX1438'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET NORTHEAST OF THE
 HX1438'SOUTHWEST END OF THE TUNNEL AND 2 FEET ABOVE THE LEVEL OF THE
 HX1438'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1103 ***********************************************************************
 HX1103  DESIGNATION -  Z 224
 HX1103  PID         -  HX1103
 HX1103  STATE/COUNTY-  WV/NICHOLAS
 HX1103  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1103
 HX1103                         *CURRENT SURVEY CONTROL
 HX1103  ___________________________________________________________________
 HX1103* NAD 83(1986)-  38 18 06.     (N)    080 44 18.     (W)     SCALED    
 HX1103* NAVD 88     -       640.530  (meters)    2101.47   (feet)  ADJUSTED  
 HX1103  ___________________________________________________________________
 HX1103  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 HX1103  DYNAMIC HT  -         640.032 (meters)    2099.84  (feet)  COMP
 HX1103  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 HX1103
 HX1103  VERT ORDER  -  SECOND    CLASS 0
 HX1103
 HX1103.The horizontal coordinates were scaled from a topographic map and have
 HX1103.an estimated accuracy of +/- 6 seconds.
 HX1103
 HX1103.The orthometric height was determined by differential leveling
 HX1103.and adjusted by the National Geodetic Survey in June 1991..
 HX1103
 HX1103.The geoid height was determined by GEOID03.
 HX1103
 HX1103.The dynamic height is computed by dividing the NAVD 88
 HX1103.geopotential number by the normal gravity value computed on the
 HX1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1103.degrees latitude (g = 980.6199 gals.).
 HX1103
 HX1103.The modeled gravity was interpolated from observed gravity values.
 HX1103
 HX1103;                    North         East    Units  Estimated Accuracy
 HX1103;SPC WV S     -   144,500.      622,890.      MT  (+/- 180 meters Scaled)
 HX1103
 HX1103                          SUPERSEDED SURVEY CONTROL
 HX1103
 HX1103  NGVD 29 (??/??/92)  640.676  (m)         2101.95   (f) ADJ UNCH    2 0
 HX1103
 HX1103.Superseded values are not recommended for survey control.
 HX1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1103.See file dsdata.txt to determine how the superseded data were derived.
 HX1103
 HX1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC228393(NAD 83)
 HX1103_MARKER: DB = BENCH MARK DISK
 HX1103_SETTING: 66 = SET IN ROCK OUTCROP
 HX1103_SP_SET: ROCK OUTCROP
 HX1103_STAMPING: Z 224 1961
 HX1103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1103+STABILITY: POSITION/ELEVATION WELL
 HX1103
 HX1103  HISTORY     - Date     Condition        Report By
 HX1103  HISTORY     - 1961     MONUMENTED       CGS
 HX1103
 HX1103                          STATION DESCRIPTION
 HX1103
 HX1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1103'8.2 MI SW FROM CRAIGSVILLE.
 HX1103'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 41 FROM THE JUNCTION
 HX1103'OF STATE HIGHWAY 20 AT CRAIGSVILLE, THENCE 6.25 MILES SOUTHWEST
 HX1103'ALONG A BLACK TOP ROAD, 0.4 MILE NORTHEAST OF THE JUNCTION OF A
 HX1103'GRADED ROAD LEADING NORTH, SET VERTICALLY IN THE SOUTHEAST FACE
 HX1103'OF A ROCK OUTCROP, AT THE INSIDE OF A CURVE, NEAR THE
 HX1103'JUNCTION OF A DRIVE LEADING SOUTHEAST TO A SMALL SAWMILL, 18 FEET
 HX1103'NORTHWEST OF THE CENTER LINE OF THE ROAD, 106 FEET NORTHEAST OF
 HX1103'THE CENTER OF THE JUNCTION OF THE ROAD AND THE DRIVE, 68 FEET
 HX1103'WEST OF AND ACROSS THE ROAD FROM TELEPHONE POLE NO. 221-49, 1 FOOT
 HX1103'ABOVE THE GROUND AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1235 ***********************************************************************
 HX1235  DESIGNATION -  Z 225
 HX1235  PID         -  HX1235
 HX1235  STATE/COUNTY-  WV/NICHOLAS
 HX1235  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1235
 HX1235                         *CURRENT SURVEY CONTROL
 HX1235  ___________________________________________________________________
 HX1235* NAD 83(1986)-  38 15 07.     (N)    080 43 33.     (W)     SCALED    
 HX1235* NAVD 88     -       686.524  (meters)    2252.37   (feet)  ADJUSTED  
 HX1235  ___________________________________________________________________
 HX1235  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HX1235  DYNAMIC HT  -         685.979 (meters)    2250.58  (feet)  COMP
 HX1235  MODELED GRAV-     979,811.6   (mgal)                       NAVD 88
 HX1235
 HX1235  VERT ORDER  -  SECOND    CLASS 0
 HX1235
 HX1235.The horizontal coordinates were scaled from a topographic map and have
 HX1235.an estimated accuracy of +/- 6 seconds.
 HX1235
 HX1235.The orthometric height was determined by differential leveling
 HX1235.and adjusted by the National Geodetic Survey in June 1991..
 HX1235
 HX1235.The geoid height was determined by GEOID03.
 HX1235
 HX1235.The dynamic height is computed by dividing the NAVD 88
 HX1235.geopotential number by the normal gravity value computed on the
 HX1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1235.degrees latitude (g = 980.6199 gals.).
 HX1235
 HX1235.The modeled gravity was interpolated from observed gravity values.
 HX1235
 HX1235;                    North         East    Units  Estimated Accuracy
 HX1235;SPC WV S     -   138,990.      624,000.      MT  (+/- 180 meters Scaled)
 HX1235
 HX1235                          SUPERSEDED SURVEY CONTROL
 HX1235
 HX1235  NGVD 29 (??/??/92)  686.668  (m)         2252.84   (f) ADJ UNCH    2 0
 HX1235
 HX1235.Superseded values are not recommended for survey control.
 HX1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1235.See file dsdata.txt to determine how the superseded data were derived.
 HX1235
 HX1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC239338(NAD 83)
 HX1235_MARKER: DB = BENCH MARK DISK
 HX1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1235_SP_SET: CULVERT
 HX1235_STAMPING: Z 225 1961
 HX1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1235
 HX1235  HISTORY     - Date     Condition        Report By
 HX1235  HISTORY     - 1961     MONUMENTED       CGS
 HX1235
 HX1235                          STATION DESCRIPTION
 HX1235
 HX1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1235'3.6 MI NW FROM NETTIE.
 HX1235'ABOUT 3.65 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX1235'OF STATE HIGHWAY 20 AT NETTIE, 0.95 MILE SOUTHEAST OF A 30-FOOT
 HX1235'CONCRETE BRIDGE OVER DEER CREEK, 0.15 MILE NORTHWEST OF THE
 HX1235'JUNCTION OF A NARROW DIRT ROAD LEADING SOUTH DOWN A LONG HILL,
 HX1235'SET VERTICALLY IN THE SOUTHWEST FACE OF A LARGE ROCK BOULDER THAT
 HX1235'IS 75 FEET LONG AND 20 FEET HIGH, 18 1/2 FEET NORTHEAST OF THE
 HX1235'CENTER LINE OF THE HIGHWAY, 2.3 FEET EAST OF THE NORTHWEST END
 HX1235'OF THE NORTHEAST STONE HEADWALL OF A 30-INCH PIPE CULVERT UNDER
 HX1235'THE HIGHWAY, 32 FEET SOUTHEAST OF THE NORTHWEST END OF THE ROCK
 HX1235'AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1116 ***********************************************************************
 HX1116  DESIGNATION -  Z 226
 HX1116  PID         -  HX1116
 HX1116  STATE/COUNTY-  WV/NICHOLAS
 HX1116  USGS QUAD   -  CRAIGSVILLE (1995)
 HX1116
 HX1116                         *CURRENT SURVEY CONTROL
 HX1116  ___________________________________________________________________
 HX1116* NAD 83(1986)-  38 17 24.     (N)    080 38 26.     (W)     SCALED    
 HX1116* NAVD 88     -       579.151  (meters)    1900.10   (feet)  ADJUSTED  
 HX1116  ___________________________________________________________________
 HX1116  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HX1116  DYNAMIC HT  -         578.696 (meters)    1898.61  (feet)  COMP
 HX1116  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 HX1116
 HX1116  VERT ORDER  -  SECOND    CLASS 0
 HX1116
 HX1116.The horizontal coordinates were scaled from a topographic map and have
 HX1116.an estimated accuracy of +/- 6 seconds.
 HX1116
 HX1116.The orthometric height was determined by differential leveling
 HX1116.and adjusted by the National Geodetic Survey in June 1991..
 HX1116
 HX1116.The geoid height was determined by GEOID03.
 HX1116
 HX1116.The dynamic height is computed by dividing the NAVD 88
 HX1116.geopotential number by the normal gravity value computed on the
 HX1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1116.degrees latitude (g = 980.6199 gals.).
 HX1116
 HX1116.The modeled gravity was interpolated from observed gravity values.
 HX1116
 HX1116;                    North         East    Units  Estimated Accuracy
 HX1116;SPC WV S     -   143,240.      631,440.      MT  (+/- 180 meters Scaled)
 HX1116
 HX1116                          SUPERSEDED SURVEY CONTROL
 HX1116
 HX1116  NGVD 29 (??/??/92)  579.289  (m)         1900.55   (f) ADJ UNCH    2 0
 HX1116
 HX1116.Superseded values are not recommended for survey control.
 HX1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1116.See file dsdata.txt to determine how the superseded data were derived.
 HX1116
 HX1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC314380(NAD 83)
 HX1116_MARKER: DB = BENCH MARK DISK
 HX1116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1116_SP_SET: ABUTMENT
 HX1116_STAMPING: Z 226 1961
 HX1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1116
 HX1116  HISTORY     - Date     Condition        Report By
 HX1116  HISTORY     - 1961     MONUMENTED       CGS
 HX1116
 HX1116                          STATION DESCRIPTION
 HX1116
 HX1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1116'3.8 MI NW FROM HOLCOMB.
 HX1116'ABOUT 3.75 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 HX1116'NORTHWEST END OF THE HIGHWAY BRIDGE OVER CHERRY RIVER AT HOLCOMB,
 HX1116'ABOUT 3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 HX1116'JUNCTION OF STATE HIGHWAY 41 AT CRAIGSVILLE, SET ON TOP OF THE
 HX1116'SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE BALTIMORE AND
 HX1116'OHIO RAILROAD BRIDGE OVER THE CHERRY RIVER, 53 1/2 FEET EAST OF
 HX1116'THE CENTER LINE OF THE HIGHWAY, 3.6 FEET SOUTH OF THE SOUTH RAIL
 HX1116'OF THE MAIN TRACK, 86 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HX1116'THE HIGHWAY BRIDGE OVER THE GAULEY RIVER, 5 1/2 FEET NORTH OF
 HX1116'THE SOUTH END OF THE ABUTMENT AND 3 1/2 FEET BELOW THE TOP OF
 HX1116'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1348 ***********************************************************************
 HX1348  DESIGNATION -  Z 227
 HX1348  PID         -  HX1348
 HX1348  STATE/COUNTY-  WV/NICHOLAS
 HX1348  USGS QUAD   -  NETTIE (1995)
 HX1348
 HX1348                         *CURRENT SURVEY CONTROL
 HX1348  ___________________________________________________________________
 HX1348* NAD 83(1986)-  38 08 42.     (N)    080 39 05.     (W)     SCALED    
 HX1348* NAVD 88     -       863.205  (meters)    2832.03   (feet)  ADJUSTED  
 HX1348  ___________________________________________________________________
 HX1348  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HX1348  DYNAMIC HT  -         862.497 (meters)    2829.71  (feet)  COMP
 HX1348  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 HX1348
 HX1348  VERT ORDER  -  SECOND    CLASS 0
 HX1348
 HX1348.The horizontal coordinates were scaled from a topographic map and have
 HX1348.an estimated accuracy of +/- 6 seconds.
 HX1348
 HX1348.The orthometric height was determined by differential leveling
 HX1348.and adjusted by the National Geodetic Survey in June 1991..
 HX1348
 HX1348.The geoid height was determined by GEOID03.
 HX1348
 HX1348.The dynamic height is computed by dividing the NAVD 88
 HX1348.geopotential number by the normal gravity value computed on the
 HX1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1348.degrees latitude (g = 980.6199 gals.).
 HX1348
 HX1348.The modeled gravity was interpolated from observed gravity values.
 HX1348
 HX1348;                    North         East    Units  Estimated Accuracy
 HX1348;SPC WV S     -   127,140.      630,560.      MT  (+/- 180 meters Scaled)
 HX1348
 HX1348                          SUPERSEDED SURVEY CONTROL
 HX1348
 HX1348  NGVD 29 (??/??/92)  863.343  (m)         2832.48   (f) ADJ UNCH    2 0
 HX1348
 HX1348.Superseded values are not recommended for survey control.
 HX1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1348.See file dsdata.txt to determine how the superseded data were derived.
 HX1348
 HX1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC305219(NAD 83)
 HX1348_MARKER: DB = BENCH MARK DISK
 HX1348_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1348_SP_SET: UNSPECIFIED ROCK
 HX1348_STAMPING: Z 227 1961
 HX1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1348
 HX1348  HISTORY     - Date     Condition        Report By
 HX1348  HISTORY     - 1961     MONUMENTED       CGS
 HX1348
 HX1348                          STATION DESCRIPTION
 HX1348
 HX1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1348'2.8 MI SE FROM LEIVASY.
 HX1348'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX1348'OFFICE AT LEIVASY, THENCE 2.55 MILES SOUTHEAST ALONG A BLACK
 HX1348'TOP AND GRADED ROAD, 0.15 MILE SOUTHEAST OF A NARROW DIRT ROAD
 HX1348'INTERSECTION WHICH IS ON THE TOP OF A HILL, ON THE SOUTH SLOPE
 HX1348'OF THE HILL, AT THE OUTSIDE OF A CURVE, SET VERTICALLY IN THE
 HX1348'WEST FACE OF A ROCK THAT IS 12 FEET LONG AND 2 FEET HIGH AND
 HX1348'PROJECTS OUT OF THE HILLSIDE, 14 FEET EAST OF THE CENTER LINE
 HX1348'OF THE ROAD, 3 FEET SOUTH OF THE NORTH END OF THE ROCK AND 2
 HX1348'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1295 ***********************************************************************
 HX1295  DESIGNATION -  Z 228
 HX1295  PID         -  HX1295
 HX1295  STATE/COUNTY-  WV/NICHOLAS
 HX1295  USGS QUAD   -  NETTIE (1995)
 HX1295
 HX1295                         *CURRENT SURVEY CONTROL
 HX1295  ___________________________________________________________________
 HX1295* NAD 83(1986)-  38 10 25.     (N)    080 41 11.     (W)     SCALED    
 HX1295* NAVD 88     -       716.718  (meters)    2351.43   (feet)  ADJUSTED  
 HX1295  ___________________________________________________________________
 HX1295  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HX1295  DYNAMIC HT  -         716.138 (meters)    2349.53  (feet)  COMP
 HX1295  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 HX1295
 HX1295  VERT ORDER  -  SECOND    CLASS 0
 HX1295
 HX1295.The horizontal coordinates were scaled from a topographic map and have
 HX1295.an estimated accuracy of +/- 6 seconds.
 HX1295
 HX1295.The orthometric height was determined by differential leveling
 HX1295.and adjusted by the National Geodetic Survey in June 1991..
 HX1295
 HX1295.The geoid height was determined by GEOID03.
 HX1295
 HX1295.The dynamic height is computed by dividing the NAVD 88
 HX1295.geopotential number by the normal gravity value computed on the
 HX1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1295.degrees latitude (g = 980.6199 gals.).
 HX1295
 HX1295.The modeled gravity was interpolated from observed gravity values.
 HX1295
 HX1295;                    North         East    Units  Estimated Accuracy
 HX1295;SPC WV S     -   130,300.      627,480.      MT  (+/- 180 meters Scaled)
 HX1295
 HX1295                          SUPERSEDED SURVEY CONTROL
 HX1295
 HX1295  NGVD 29 (??/??/92)  716.855  (m)         2351.88   (f) ADJ UNCH    2 0
 HX1295
 HX1295.Superseded values are not recommended for survey control.
 HX1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1295.See file dsdata.txt to determine how the superseded data were derived.
 HX1295
 HX1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC274251(NAD 83)
 HX1295_MARKER: DB = BENCH MARK DISK
 HX1295_SETTING: 66 = SET IN ROCK OUTCROP
 HX1295_SP_SET: ROCK CUT
 HX1295_STAMPING: Z 228 1961
 HX1295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1295+STABILITY: POSITION/ELEVATION WELL
 HX1295
 HX1295  HISTORY     - Date     Condition        Report By
 HX1295  HISTORY     - 1961     MONUMENTED       CGS
 HX1295
 HX1295                          STATION DESCRIPTION
 HX1295
 HX1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1295'1 MI N FROM LEIVASY.
 HX1295'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX1295'OFFICE AT LEIVASY, 0.15 MILE SOUTHWEST OF THE JUNCTION OF
 HX1295'JETSVILLE ROAD, 0.1 MILE NORTHEAST OF A 50-FOOT CONCRETE BRIDGE
 HX1295'OVER GRASSY CREEK, 36 YARDS NORTHEAST OF THE CENTER LINE OF A
 HX1295'DRIVE LEADING SOUTHEAST TO A PINK STUCCO HOUSE, IN THE TOP OF A
 HX1295'FLAT ROCK THAT IS PART OF A 3 FOOT HIGH CUT BANK AND IS PARTLY
 HX1295'COVERED WITH ABOUT 3 INCHES OF DIRT, 24 FEET SOUTHEAST OF THE
 HX1295'CENTER LINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A BOUNDARY FENCE,
 HX1295'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1282 ***********************************************************************
 HX1282  DESIGNATION -  Z 229
 HX1282  PID         -  HX1282
 HX1282  STATE/COUNTY-  WV/GREENBRIER
 HX1282  USGS QUAD   -  QUINWOOD (1995)
 HX1282
 HX1282                         *CURRENT SURVEY CONTROL
 HX1282  ___________________________________________________________________
 HX1282* NAD 83(1986)-  38 04 00.     (N)    080 42 29.     (W)     SCALED    
 HX1282* NAVD 88     -       862.113  (meters)    2828.45   (feet)  ADJUSTED  
 HX1282  ___________________________________________________________________
 HX1282  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX1282  DYNAMIC HT  -         861.384 (meters)    2826.06  (feet)  COMP
 HX1282  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 HX1282
 HX1282  VERT ORDER  -  SECOND    CLASS 0
 HX1282
 HX1282.The horizontal coordinates were scaled from a topographic map and have
 HX1282.an estimated accuracy of +/- 6 seconds.
 HX1282
 HX1282.The orthometric height was determined by differential leveling
 HX1282.and adjusted by the National Geodetic Survey in June 1991..
 HX1282
 HX1282.The geoid height was determined by GEOID03.
 HX1282
 HX1282.The dynamic height is computed by dividing the NAVD 88
 HX1282.geopotential number by the normal gravity value computed on the
 HX1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1282.degrees latitude (g = 980.6199 gals.).
 HX1282
 HX1282.The modeled gravity was interpolated from observed gravity values.
 HX1282
 HX1282;                    North         East    Units  Estimated Accuracy
 HX1282;SPC WV S     -   118,430.      625,620.      MT  (+/- 180 meters Scaled)
 HX1282
 HX1282                          SUPERSEDED SURVEY CONTROL
 HX1282
 HX1282  NGVD 29 (??/??/92)  862.233  (m)         2828.84   (f) ADJ UNCH    2 0
 HX1282
 HX1282.Superseded values are not recommended for survey control.
 HX1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1282.See file dsdata.txt to determine how the superseded data were derived.
 HX1282
 HX1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC256132(NAD 83)
 HX1282_MARKER: DB = BENCH MARK DISK
 HX1282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1282_SP_SET: ABUTMENT
 HX1282_STAMPING: Z 229 1961
 HX1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1282
 HX1282  HISTORY     - Date     Condition        Report By
 HX1282  HISTORY     - 1961     MONUMENTED       CGS
 HX1282
 HX1282                          STATION DESCRIPTION
 HX1282
 HX1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1282'0.7 MI N FROM QUINWOOD.
 HX1282'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 HX1282'OF MAIN STREET AT QUINWOOD, SET VERTICALLY IN THE WEST FACE OF
 HX1282'THE EAST ABUTMENT OF THE CHESAPEAKE AND OHIO RAILWAY OVERPASS
 HX1282'OVER THE HIGHWAY, 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HX1282'1 FOOT SOUTH OF THE NORTHWEST CORNER OF THE ABUTMENT AND 1 FOOT
 HX1282'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0453 ***********************************************************************
 JX0453  DESIGNATION -  Z 23
 JX0453  PID         -  JX0453
 JX0453  STATE/COUNTY-  WV/WETZEL
 JX0453  USGS QUAD   -  PORTERS FALLS (1976)
 JX0453
 JX0453                         *CURRENT SURVEY CONTROL
 JX0453  ___________________________________________________________________
 JX0453* NAD 83(1986)-  39 35 21.     (N)    080 46 48.     (W)     SCALED    
 JX0453* NAVD 88     -       204.399  (meters)     670.60   (feet)  ADJUSTED  
 JX0453  ___________________________________________________________________
 JX0453  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JX0453  DYNAMIC HT  -         204.280 (meters)     670.21  (feet)  COMP
 JX0453  MODELED GRAV-     980,040.2   (mgal)                       NAVD 88
 JX0453
 JX0453  VERT ORDER  -  SECOND    CLASS 0
 JX0453
 JX0453.The horizontal coordinates were scaled from a topographic map and have
 JX0453.an estimated accuracy of +/- 6 seconds.
 JX0453
 JX0453.The orthometric height was determined by differential leveling
 JX0453.and adjusted by the National Geodetic Survey in June 1991..
 JX0453
 JX0453.The geoid height was determined by GEOID03.
 JX0453
 JX0453.The dynamic height is computed by dividing the NAVD 88
 JX0453.geopotential number by the normal gravity value computed on the
 JX0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0453.degrees latitude (g = 980.6199 gals.).
 JX0453
 JX0453.The modeled gravity was interpolated from observed gravity values.
 JX0453
 JX0453;                    North         East    Units  Estimated Accuracy
 JX0453;SPC WV N     -   121,700.      490,050.      MT  (+/- 180 meters Scaled)
 JX0453
 JX0453                          SUPERSEDED SURVEY CONTROL
 JX0453
 JX0453  NGVD 29 (??/??/92)  204.559  (m)          671.12   (f) ADJ UNCH    2 0
 JX0453
 JX0453.Superseded values are not recommended for survey control.
 JX0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0453.See file dsdata.txt to determine how the superseded data were derived.
 JX0453
 JX0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND188821(NAD 83)
 JX0453_MARKER: DB = BENCH MARK DISK
 JX0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0453_SP_SET: BRIDGE
 JX0453_STAMPING: Z-23 1935
 JX0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0453
 JX0453  HISTORY     - Date     Condition        Report By
 JX0453  HISTORY     - 1935     MONUMENTED       CGS
 JX0453
 JX0453                          STATION DESCRIPTION
 JX0453
 JX0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0453'1.1 MI NW FROM PORTERS FALLS.
 JX0453'1.1 MILES NORTHWEST OF UNION GAS AND OIL. CO. REFINERY OFFICE AT
 JX0453'PORTERS FALLS 3 POLES WEST OF MILEPOST 9-35, SET ON SOUTH SIDE
 JX0453'OF EAST ABUTMENT OF BALTIMORE AND OHIO RAILROAD BRIDGE 99 OVER
 JX0453'LITTLE TEN MILE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0454 ***********************************************************************
 JX0454  DESIGNATION -  Z 23 RESET 1937
 JX0454  PID         -  JX0454
 JX0454  STATE/COUNTY-  WV/WETZEL
 JX0454  USGS QUAD   -  PORTERS FALLS (1976)
 JX0454
 JX0454                         *CURRENT SURVEY CONTROL
 JX0454  ___________________________________________________________________
 JX0454* NAD 83(1986)-  39 35 21.     (N)    080 46 48.     (W)     SCALED    
 JX0454* NAVD 88     -       204.396  (meters)     670.59   (feet)  ADJUSTED  
 JX0454  ___________________________________________________________________
 JX0454  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JX0454  DYNAMIC HT  -         204.277 (meters)     670.20  (feet)  COMP
 JX0454  MODELED GRAV-     980,040.2   (mgal)                       NAVD 88
 JX0454
 JX0454  VERT ORDER  -  SECOND    CLASS 0
 JX0454
 JX0454.The horizontal coordinates were scaled from a topographic map and have
 JX0454.an estimated accuracy of +/- 6 seconds.
 JX0454
 JX0454.The orthometric height was determined by differential leveling
 JX0454.and adjusted by the National Geodetic Survey in June 1991..
 JX0454
 JX0454.The geoid height was determined by GEOID03.
 JX0454
 JX0454.The dynamic height is computed by dividing the NAVD 88
 JX0454.geopotential number by the normal gravity value computed on the
 JX0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0454.degrees latitude (g = 980.6199 gals.).
 JX0454
 JX0454.The modeled gravity was interpolated from observed gravity values.
 JX0454
 JX0454;                    North         East    Units  Estimated Accuracy
 JX0454;SPC WV N     -   121,700.      490,050.      MT  (+/- 180 meters Scaled)
 JX0454
 JX0454                          SUPERSEDED SURVEY CONTROL
 JX0454
 JX0454  NGVD 29 (??/??/92)  204.556  (m)          671.11   (f) ADJ UNCH    2 0
 JX0454
 JX0454.Superseded values are not recommended for survey control.
 JX0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0454.See file dsdata.txt to determine how the superseded data were derived.
 JX0454
 JX0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND188821(NAD 83)
 JX0454_MARKER: DD = SURVEY DISK
 JX0454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0454_SP_SET: BRIDGE
 JX0454_STAMPING: Z 23 RESET 1937
 JX0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0454
 JX0454  HISTORY     - Date     Condition        Report By
 JX0454  HISTORY     - 1937     MONUMENTED       BORR
 JX0454  HISTORY     - 1957     GOOD             NGS
 JX0454
 JX0454                          STATION DESCRIPTION
 JX0454
 JX0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0454'1 MI W FROM PORTERS FALLS.
 JX0454'ABOUT 1.0 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0454'FROM BRIDGE OVER FISHING CREEK AT PORTERS FALLS, NEAR MILEAGE
 JX0454'POLE NO. 9+34, IN THE TOP OF THE SECOND STEP FROM THE TOP OF
 JX0454'THE SOUTHEAST WING WALL OF THE EAST ABUTMENT OF RAILROAD BRIDGE
 JX0454'NO. 99 OVER FISHING CREEK AND STATE HIGHWAY 20, 11 FEET SOUTH OF
 JX0454'SOUTH RAIL AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0147 ***********************************************************************
 GX0147  DESIGNATION -  Z 230
 GX0147  PID         -  GX0147
 GX0147  STATE/COUNTY-  WV/GREENBRIER
 GX0147  USGS QUAD   -  LEWISBURG (1979)
 GX0147
 GX0147                         *CURRENT SURVEY CONTROL
 GX0147  ___________________________________________________________________
 GX0147* NAD 83(1986)-  37 52 26.     (N)    080 28 06.     (W)     SCALED    
 GX0147* NAVD 88     -       641.209  (meters)    2103.70   (feet)  ADJUSTED  
 GX0147  ___________________________________________________________________
 GX0147  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GX0147  DYNAMIC HT  -         640.679 (meters)    2101.96  (feet)  COMP
 GX0147  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 GX0147
 GX0147  VERT ORDER  -  SECOND    CLASS 0
 GX0147
 GX0147.The horizontal coordinates were scaled from a topographic map and have
 GX0147.an estimated accuracy of +/- 6 seconds.
 GX0147
 GX0147.The orthometric height was determined by differential leveling
 GX0147.and adjusted by the National Geodetic Survey in June 1991..
 GX0147
 GX0147.The geoid height was determined by GEOID03.
 GX0147
 GX0147.The dynamic height is computed by dividing the NAVD 88
 GX0147.geopotential number by the normal gravity value computed on the
 GX0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0147.degrees latitude (g = 980.6199 gals.).
 GX0147
 GX0147.The modeled gravity was interpolated from observed gravity values.
 GX0147
 GX0147;                    North         East    Units  Estimated Accuracy
 GX0147;SPC WV S     -    97,130.      646,770.      MT  (+/- 180 meters Scaled)
 GX0147
 GX0147                          SUPERSEDED SURVEY CONTROL
 GX0147
 GX0147  NGVD 29 (??/??/92)  641.362  (m)         2104.20   (f) ADJ UNCH    2 0
 GX0147
 GX0147.Superseded values are not recommended for survey control.
 GX0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0147.See file dsdata.txt to determine how the superseded data were derived.
 GX0147
 GX0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB467919(NAD 83)
 GX0147_MARKER: DB = BENCH MARK DISK
 GX0147_SETTING: 66 = SET IN ROCK OUTCROP
 GX0147_SP_SET: ROCK
 GX0147_STAMPING: Z 230 1961
 GX0147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0147+STABILITY: POSITION/ELEVATION WELL
 GX0147
 GX0147  HISTORY     - Date     Condition        Report By
 GX0147  HISTORY     - 1961     MONUMENTED       CGS
 GX0147  HISTORY     - 1983     GOOD             NGS
 GX0147
 GX0147                          STATION DESCRIPTION
 GX0147
 GX0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0147'6.2 MI NW FROM LEWISBURG.
 GX0147'ABOUT 5.25 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GX0147'OFFICE AT LEWISBURG, THENCE 0.95 MILES NORTH ALONG COUNTY ROAD
 GX0147'NO. 19 (A BLACK TOP ROAD), 64 YARDS NORTHEAST OF THE JUNCTION OF
 GX0147'THE COUNTY ROAD AND A PRIVATE ROAD LEADING SOUTHEAST TO A LARGE
 GX0147'TWO-STORY WHITE FARM HOUSE AND TWO LARGE BARNS, SET ON THE TOP OF
 GX0147'THE NORTHWEST EDGE OF A FLAT ROCK THAT IS 20 FEET LONG AND 10
 GX0147'FEET WIDE AT THE NORTHWEST END, 14 FEET SOUTHEAST OF THE CENTER
 GX0147'LINE OF THE ROAD, 2 1/2 FEET SOUTHEAST OF THE NORTHWEST END OF
 GX0147'THE ROCK AND ABOUT LEVEL WITH THE ROAD.
 GX0147
 GX0147                          STATION RECOVERY (1983)
 GX0147
 GX0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0153 ***********************************************************************
 GX0153  DESIGNATION -  Z 231
 GX0153  PID         -  GX0153
 GX0153  STATE/COUNTY-  WV/GREENBRIER
 GX0153  USGS QUAD   -  WILLIAMSBURG (1972)
 GX0153
 GX0153                         *CURRENT SURVEY CONTROL
 GX0153  ___________________________________________________________________
 GX0153* NAD 83(1986)-  37 58 20.     (N)    080 28 06.     (W)     SCALED    
 GX0153* NAVD 88     -       640.890  (meters)    2102.65   (feet)  ADJUSTED  
 GX0153  ___________________________________________________________________
 GX0153  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX0153  DYNAMIC HT  -         640.364 (meters)    2100.93  (feet)  COMP
 GX0153  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GX0153
 GX0153  VERT ORDER  -  SECOND    CLASS 0
 GX0153
 GX0153.The horizontal coordinates were scaled from a topographic map and have
 GX0153.an estimated accuracy of +/- 6 seconds.
 GX0153
 GX0153.The orthometric height was determined by differential leveling
 GX0153.and adjusted by the National Geodetic Survey in June 1991..
 GX0153
 GX0153.The geoid height was determined by GEOID03.
 GX0153
 GX0153.The dynamic height is computed by dividing the NAVD 88
 GX0153.geopotential number by the normal gravity value computed on the
 GX0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0153.degrees latitude (g = 980.6199 gals.).
 GX0153
 GX0153.The modeled gravity was interpolated from observed gravity values.
 GX0153
 GX0153;                    North         East    Units  Estimated Accuracy
 GX0153;SPC WV S     -   108,040.      646,710.      MT  (+/- 180 meters Scaled)
 GX0153
 GX0153                          SUPERSEDED SURVEY CONTROL
 GX0153
 GX0153  NGVD 29 (??/??/92)  641.041  (m)         2103.15   (f) ADJ UNCH    2 0
 GX0153
 GX0153.Superseded values are not recommended for survey control.
 GX0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0153.See file dsdata.txt to determine how the superseded data were derived.
 GX0153
 GX0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC466028(NAD 83)
 GX0153_MARKER: DB = BENCH MARK DISK
 GX0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0153_SP_SET: BRIDGE
 GX0153_STAMPING: Z 231 1961
 GX0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0153
 GX0153  HISTORY     - Date     Condition        Report By
 GX0153  HISTORY     - 1961     MONUMENTED       CGS
 GX0153  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0153
 GX0153                          STATION DESCRIPTION
 GX0153
 GX0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0153'1.6 MI SE FROM WILLIAMSBURG.
 GX0153'ABOUT 1.55 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM A T ROAD
 GX0153'JUNCTION AT WILLIAMSBURG, SET ON THE TOP OF THE SOUTHWEST END OF
 GX0153'THE NORTHWEST CONCRETE A 70 FOOT BRIDGE OVER CULVERSON CREEK, 12
 GX0153'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 8 FEET NORTHEAST
 GX0153'OF THE SOUTHWEST END OF THE ABUTMENT AND ABOUT LEVEL WITH THE
 GX0153'ROAD.
 GX0153
 GX0153                          STATION RECOVERY (1983)
 GX0153
 GX0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0962 ***********************************************************************
 GX0962  DESIGNATION -  Z 232
 GX0962  PID         -  GX0962
 GX0962  STATE/COUNTY-  WV/GREENBRIER
 GX0962  USGS QUAD   -  CORNSTALK (1981)
 GX0962
 GX0962                         *CURRENT SURVEY CONTROL
 GX0962  ___________________________________________________________________
 GX0962* NAD 83(1986)-  37 56 24.     (N)    080 36 34.     (W)     SCALED    
 GX0962* NAVD 88     -       760.850  (meters)    2496.22   (feet)  ADJUSTED  
 GX0962  ___________________________________________________________________
 GX0962  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX0962  DYNAMIC HT  -         760.212 (meters)    2494.13  (feet)  COMP
 GX0962  MODELED GRAV-     979,765.6   (mgal)                       NAVD 88
 GX0962
 GX0962  VERT ORDER  -  SECOND    CLASS 0
 GX0962
 GX0962.The horizontal coordinates were scaled from a topographic map and have
 GX0962.an estimated accuracy of +/- 6 seconds.
 GX0962
 GX0962.The orthometric height was determined by differential leveling
 GX0962.and adjusted by the National Geodetic Survey in June 1991..
 GX0962
 GX0962.The geoid height was determined by GEOID03.
 GX0962
 GX0962.The dynamic height is computed by dividing the NAVD 88
 GX0962.geopotential number by the normal gravity value computed on the
 GX0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0962.degrees latitude (g = 980.6199 gals.).
 GX0962
 GX0962.The modeled gravity was interpolated from observed gravity values.
 GX0962
 GX0962;                    North         East    Units  Estimated Accuracy
 GX0962;SPC WV S     -   104,400.      634,330.      MT  (+/- 180 meters Scaled)
 GX0962
 GX0962                          SUPERSEDED SURVEY CONTROL
 GX0962
 GX0962  NGVD 29 (??/??/92)  760.992  (m)         2496.69   (f) ADJ UNCH    2 0
 GX0962
 GX0962.Superseded values are not recommended for survey control.
 GX0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0962.See file dsdata.txt to determine how the superseded data were derived.
 GX0962
 GX0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB343992(NAD 83)
 GX0962_MARKER: DB = BENCH MARK DISK
 GX0962_SETTING: 66 = SET IN ROCK OUTCROP
 GX0962_SP_SET: ROCK OUTCROP
 GX0962_STAMPING: Z 232 1961
 GX0962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0962+STABILITY: POSITION/ELEVATION WELL
 GX0962
 GX0962  HISTORY     - Date     Condition        Report By
 GX0962  HISTORY     - 1961     MONUMENTED       CGS
 GX0962
 GX0962                          STATION DESCRIPTION
 GX0962
 GX0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GX0962'0.2 MI W FROM KIEFFER.
 GX0962'ABOUT 0.15 MILE WEST ALONG KIEFFER ROAD FROM THE BEAVER CREEK
 GX0962'BAPTIST CHURCH AT KIEFFER, 0.1 MILE WEST OF THE KIEFFER POST
 GX0962'OFFICE, AT THE INSIDE OF A CURVE, SET ON THE TOP OF A ROCK OUTCROP
 GX0962'THAT IS 4 FEET WIDE AND 2 FEET HIGH, 12 FEET SOUTH OF THE CENTER
 GX0962'LINE OF THE ROAD, 2 1/2 FEET SOUTH OF THE NORTH CORNER OF THE ROCK
 GX0962'AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1266 ***********************************************************************
 HX1266  DESIGNATION -  Z 233
 HX1266  PID         -  HX1266
 HX1266  STATE/COUNTY-  WV/NICHOLAS
 HX1266  USGS QUAD   -  RICHWOOD (1995)
 HX1266
 HX1266                         *CURRENT SURVEY CONTROL
 HX1266  ___________________________________________________________________
 HX1266* NAD 83(1986)-  38 13 48.     (N)    080 34 59.     (W)     SCALED    
 HX1266* NAVD 88     -       640.207  (meters)    2100.41   (feet)  ADJUSTED  
 HX1266  ___________________________________________________________________
 HX1266  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HX1266  DYNAMIC HT  -         639.698 (meters)    2098.74  (feet)  COMP
 HX1266  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 HX1266
 HX1266  VERT ORDER  -  SECOND    CLASS 0
 HX1266
 HX1266.The horizontal coordinates were scaled from a topographic map and have
 HX1266.an estimated accuracy of +/- 6 seconds.
 HX1266
 HX1266.The orthometric height was determined by differential leveling
 HX1266.and adjusted by the National Geodetic Survey in June 1991..
 HX1266
 HX1266.The geoid height was determined by GEOID03.
 HX1266
 HX1266.The dynamic height is computed by dividing the NAVD 88
 HX1266.geopotential number by the normal gravity value computed on the
 HX1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1266.degrees latitude (g = 980.6199 gals.).
 HX1266
 HX1266.The modeled gravity was interpolated from observed gravity values.
 HX1266
 HX1266;                    North         East    Units  Estimated Accuracy
 HX1266;SPC WV S     -   136,600.      636,500.      MT  (+/- 180 meters Scaled)
 HX1266
 HX1266                          SUPERSEDED SURVEY CONTROL
 HX1266
 HX1266  NGVD 29 (??/??/92)  640.344  (m)         2100.86   (f) ADJ UNCH    2 0
 HX1266
 HX1266.Superseded values are not recommended for survey control.
 HX1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1266.See file dsdata.txt to determine how the superseded data were derived.
 HX1266
 HX1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC364314(NAD 83)
 HX1266_MARKER: DB = BENCH MARK DISK
 HX1266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1266_SP_SET: BRIDGE SEAT
 HX1266_STAMPING: Z 233 1961
 HX1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1266
 HX1266  HISTORY     - Date     Condition        Report By
 HX1266  HISTORY     - 1961     MONUMENTED       CGS
 HX1266
 HX1266                          STATION DESCRIPTION
 HX1266
 HX1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1266'AT FENWICK.
 HX1266'AT FENWICK, ALONG THE BALTIMORE AND OHIO RAILWAY, ABOUT 30 YARDS
 HX1266'NORTHEAST OF THE CENTER LINE OF THE CROSSING OF STATE HIGHWAY
 HX1266'20 AND 39, SET ON TOP OF THE NORTHWEST END OF THE SOUTHWEST
 HX1266'CONCRETE BRIDGE SEAT OF THE BALTIMORE AND OHIO RAILROAD BRIDGE
 HX1266'OVER THE CHERRY RIVER, 14 FEET NORTHWEST OF THE NORTHWEST RAIL
 HX1266'AND 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1826 ***********************************************************************
 HX1826  DESIGNATION -  Z 234
 HX1826  PID         -  HX1826
 HX1826  STATE/COUNTY-  WV/NICHOLAS
 HX1826  USGS QUAD   -  LOCKWOOD (1976)
 HX1826
 HX1826                         *CURRENT SURVEY CONTROL
 HX1826  ___________________________________________________________________
 HX1826* NAD 83(1986)-  38 16 16.     (N)    081 05 16.     (W)     SCALED    
 HX1826* NAVD 88     -       401.089  (meters)    1315.91   (feet)  ADJUSTED  
 HX1826  ___________________________________________________________________
 HX1826  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HX1826  DYNAMIC HT  -         400.795 (meters)    1314.94  (feet)  COMP
 HX1826  MODELED GRAV-     979,883.9   (mgal)                       NAVD 88
 HX1826
 HX1826  VERT ORDER  -  SECOND    CLASS 0
 HX1826
 HX1826.The horizontal coordinates were scaled from a topographic map and have
 HX1826.an estimated accuracy of +/- 6 seconds.
 HX1826
 HX1826.The orthometric height was determined by differential leveling
 HX1826.and adjusted by the National Geodetic Survey in June 1991..
 HX1826
 HX1826.The geoid height was determined by GEOID03.
 HX1826
 HX1826.The dynamic height is computed by dividing the NAVD 88
 HX1826.geopotential number by the normal gravity value computed on the
 HX1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1826.degrees latitude (g = 980.6199 gals.).
 HX1826
 HX1826.The modeled gravity was interpolated from observed gravity values.
 HX1826
 HX1826;                    North         East    Units  Estimated Accuracy
 HX1826;SPC WV S     -   141,080.      592,320.      MT  (+/- 180 meters Scaled)
 HX1826
 HX1826                          SUPERSEDED SURVEY CONTROL
 HX1826
 HX1826  NGVD 29 (??/??/92)  401.269  (m)         1316.50   (f) ADJ UNCH    2 0
 HX1826
 HX1826.Superseded values are not recommended for survey control.
 HX1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1826.See file dsdata.txt to determine how the superseded data were derived.
 HX1826
 HX1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC923359(NAD 83)
 HX1826_MARKER: DB = BENCH MARK DISK
 HX1826_SETTING: 66 = SET IN ROCK OUTCROP
 HX1826_SP_SET: ROCK CUT
 HX1826_STAMPING: Z 234 1961
 HX1826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX1826+STABILITY: POSITION/ELEVATION WELL
 HX1826
 HX1826  HISTORY     - Date     Condition        Report By
 HX1826  HISTORY     - 1961     MONUMENTED       CGS
 HX1826
 HX1826                          STATION DESCRIPTION
 HX1826
 HX1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HX1826'3.8 MI W FROM LOCKWOOD.
 HX1826'ABOUT 3.8 MILES WEST ALONG STATE HIGHWAY 39 FROM THE FAIRVIEW
 HX1826'BAPTIST CHURCH AT LOCKWOOD, 3.45 MILES NORTHEAST OF THE MISSIONARY
 HX1826'BAPTIST CHURCH AT SWISS, 0.1 MILE SOUTHWEST OF THE JUNCTION OF A
 HX1826'GRADED ROAD LEADING NORTH, AT THE CENTER OF A SHARP CURVE, ON THE
 HX1826'SOUTHWEST SLOPE OF A MOUNTAIN, SET VERTICALLY IN THE SOUTHEAST
 HX1826'FACE OF A ROCK CUT THAT IS ABOUT 50 YARDS LONG AND 10 FEET HIGH,
 HX1826'18 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, DIRECTLY
 HX1826'UNDER A 4-FOOT OVERHANG AT THE TOP OF THE CUT AND 4 FEET ABOVE
 HX1826'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1357 ***********************************************************************
 HX1357  DESIGNATION -  Z 235
 HX1357  PID         -  HX1357
 HX1357  STATE/COUNTY-  WV/NICHOLAS
 HX1357  USGS QUAD   -  MOUNT NEBO (1976)
 HX1357
 HX1357                         *CURRENT SURVEY CONTROL
 HX1357  ___________________________________________________________________
 HX1357* NAD 83(1986)-  38 08 55.     (N)    080 45 21.     (W)     SCALED    
 HX1357* NAVD 88     -       888.863  (meters)    2916.21   (feet)  ADJUSTED  
 HX1357  ___________________________________________________________________
 HX1357  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HX1357  DYNAMIC HT  -         888.155 (meters)    2913.89  (feet)  COMP
 HX1357  MODELED GRAV-     979,802.0   (mgal)                       NAVD 88
 HX1357
 HX1357  VERT ORDER  -  SECOND    CLASS 0
 HX1357
 HX1357.The horizontal coordinates were scaled from a topographic map and have
 HX1357.an estimated accuracy of +/- 6 seconds.
 HX1357
 HX1357.The orthometric height was determined by differential leveling
 HX1357.and adjusted by the National Geodetic Survey in June 1991..
 HX1357
 HX1357.The geoid height was determined by GEOID03.
 HX1357
 HX1357.The dynamic height is computed by dividing the NAVD 88
 HX1357.geopotential number by the normal gravity value computed on the
 HX1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1357.degrees latitude (g = 980.6199 gals.).
 HX1357
 HX1357.The modeled gravity was interpolated from observed gravity values.
 HX1357
 HX1357;                    North         East    Units  Estimated Accuracy
 HX1357;SPC WV S     -   127,510.      621,400.      MT  (+/- 180 meters Scaled)
 HX1357
 HX1357                          SUPERSEDED SURVEY CONTROL
 HX1357
 HX1357  NGVD 29 (??/??/92)  889.021  (m)         2916.73   (f) ADJ UNCH    2 0
 HX1357
 HX1357.Superseded values are not recommended for survey control.
 HX1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1357.See file dsdata.txt to determine how the superseded data were derived.
 HX1357
 HX1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC213223(NAD 83)
 HX1357_MARKER: DB = BENCH MARK DISK
 HX1357_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1357_SP_SET: UNSPECIFIED ROCK
 HX1357_STAMPING: Z 235 1962
 HX1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1357
 HX1357  HISTORY     - Date     Condition        Report By
 HX1357  HISTORY     - 1962     MONUMENTED       CGS
 HX1357
 HX1357                          STATION DESCRIPTION
 HX1357
 HX1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1357'5 MI W FROM LEIVASY.
 HX1357'ABOUT 0.3 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX1357'AT LEIVASY, THENCE ABOUT 4.7 MILES WEST ALONG A BLACK TOP ROAD,
 HX1357'ABOUT 0.4 MILES NORTH OF THE -Y- JUNCTION OF A BLACK TOP ROAD
 HX1357'LEADING SOUTH, ON THE INSIDE OF (AT THE SOUTH END) A LONG CURVE
 HX1357'WITH TANGENTS EXTENDING SOUTH AND WEST, SET ON TOP OF THE
 HX1357'NORTHEAST CORNER OF THE ROCK ABOUT 12 BY 9 FEET WIDE AT THE
 HX1357'EAST END PROJECTING 2 1/2 FEET, 24.5 FEET WEST OF THE CENTER
 HX1357'LINE OF THE ROAD, 2 1/2 FEET SOUTHWEST OF THE NORTHEAST CORNER
 HX1357'OF THE ROCK, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1395 ***********************************************************************
 HX1395  DESIGNATION -  Z 236
 HX1395  PID         -  HX1395
 HX1395  STATE/COUNTY-  WV/GREENBRIER
 HX1395  USGS QUAD   -  CORLISS (1976)
 HX1395
 HX1395                         *CURRENT SURVEY CONTROL
 HX1395  ___________________________________________________________________
 HX1395* NAD 83(1986)-  38 04 35.     (N)    080 52 00.     (W)     SCALED    
 HX1395* NAVD 88     -       737.834  (meters)    2420.71   (feet)  ADJUSTED  
 HX1395  ___________________________________________________________________
 HX1395  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 HX1395  DYNAMIC HT  -         737.253 (meters)    2418.80  (feet)  COMP
 HX1395  MODELED GRAV-     979,816.1   (mgal)                       NAVD 88
 HX1395
 HX1395  VERT ORDER  -  SECOND    CLASS 0
 HX1395
 HX1395.The horizontal coordinates were scaled from a topographic map and have
 HX1395.an estimated accuracy of +/- 6 seconds.
 HX1395
 HX1395.The orthometric height was determined by differential leveling
 HX1395.and adjusted by the National Geodetic Survey in June 1991..
 HX1395
 HX1395.The geoid height was determined by GEOID03.
 HX1395
 HX1395.The dynamic height is computed by dividing the NAVD 88
 HX1395.geopotential number by the normal gravity value computed on the
 HX1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1395.degrees latitude (g = 980.6199 gals.).
 HX1395
 HX1395.The modeled gravity was interpolated from observed gravity values.
 HX1395
 HX1395;                    North         East    Units  Estimated Accuracy
 HX1395;SPC WV S     -   119,480.      611,700.      MT  (+/- 180 meters Scaled)
 HX1395
 HX1395                          SUPERSEDED SURVEY CONTROL
 HX1395
 HX1395  NGVD 29 (??/??/92)  737.999  (m)         2421.25   (f) ADJ UNCH    2 0
 HX1395
 HX1395.Superseded values are not recommended for survey control.
 HX1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1395.See file dsdata.txt to determine how the superseded data were derived.
 HX1395
 HX1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC116142(NAD 83)
 HX1395_MARKER: DB = BENCH MARK DISK
 HX1395_SETTING: 80 = SET IN A BOULDER
 HX1395_SP_SET: BOULDER
 HX1395_STAMPING: Z 236 1962
 HX1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1395+STABILITY: SURFACE MOTION
 HX1395
 HX1395  HISTORY     - Date     Condition        Report By
 HX1395  HISTORY     - 1962     MONUMENTED       CGS
 HX1395
 HX1395                          STATION DESCRIPTION
 HX1395
 HX1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1395'1.7 MI NE FROM RUSSELLVILLE.
 HX1395'ABOUT 1.7 MILES NORTHEAST ALONG A BLACK TOP AND GRADED ROAD FROM
 HX1395'THE POST OFFICE AT RUSSELLVILLE, ABOUT 0.25 MILES NORTHEAST OF
 HX1395'CEMETERY HILL METHODIST CHURCH, ON INSIDE OF A SHARP CURVE,
 HX1395'WITH TANGENTS EXTENDING TO THE NORTH AND WEST, SET ON TOP OF THE
 HX1395'WEST EDGE OF A 22 BY 13-FOOT BOULDER PROJECTING 3 1/2 FEET,
 HX1395'(IT IS THE SOUTHEAST ONE OF SEVERAL LARGE ROCKS), 36 FEET NORTH
 HX1395'OF CENTER LINE OF THE ROAD, 9 FEET NORTH OF SOUTH END OF THE
 HX1395'ROCK, 1.2 FEET EAST OF WEST EDGE OF THE ROCK, AND ABOUT 10 FEET
 HX1395'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1195 ***********************************************************************
 HX1195  DESIGNATION -  Z 237
 HX1195  PID         -  HX1195
 HX1195  STATE/COUNTY-  WV/NICHOLAS
 HX1195  USGS QUAD   -  RICHWOOD (1995)
 HX1195
 HX1195                         *CURRENT SURVEY CONTROL
 HX1195  ___________________________________________________________________
 HX1195* NAD 83(1986)-  38 13 30.     (N)    080 31 56.     (W)     SCALED    
 HX1195* NAVD 88     -       674.040  (meters)    2211.41   (feet)  ADJUSTED  
 HX1195  ___________________________________________________________________
 HX1195  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HX1195  DYNAMIC HT  -         673.505 (meters)    2209.66  (feet)  COMP
 HX1195  MODELED GRAV-     979,813.0   (mgal)                       NAVD 88
 HX1195
 HX1195  VERT ORDER  -  SECOND    CLASS 0
 HX1195
 HX1195.The horizontal coordinates were scaled from a topographic map and have
 HX1195.an estimated accuracy of +/- 6 seconds.
 HX1195
 HX1195.The orthometric height was determined by differential leveling
 HX1195.and adjusted by the National Geodetic Survey in June 1991..
 HX1195
 HX1195.The geoid height was determined by GEOID03.
 HX1195
 HX1195.The dynamic height is computed by dividing the NAVD 88
 HX1195.geopotential number by the normal gravity value computed on the
 HX1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1195.degrees latitude (g = 980.6199 gals.).
 HX1195
 HX1195.The modeled gravity was interpolated from observed gravity values.
 HX1195
 HX1195;                    North         East    Units  Estimated Accuracy
 HX1195;SPC WV S     -   136,060.      640,960.      MT  (+/- 180 meters Scaled)
 HX1195
 HX1195                          SUPERSEDED SURVEY CONTROL
 HX1195
 HX1195  NGVD 29 (??/??/92)  674.179  (m)         2211.87   (f) ADJ UNCH    2 0
 HX1195
 HX1195.Superseded values are not recommended for survey control.
 HX1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1195.See file dsdata.txt to determine how the superseded data were derived.
 HX1195
 HX1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC409308(NAD 83)
 HX1195_MARKER: DB = BENCH MARK DISK
 HX1195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1195_SP_SET: BUILDING
 HX1195_STAMPING: Z 237 1962
 HX1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1195
 HX1195  HISTORY     - Date     Condition        Report By
 HX1195  HISTORY     - 1962     MONUMENTED       CGS
 HX1195
 HX1195                          STATION DESCRIPTION
 HX1195
 HX1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1195'AT RICHWOOD.
 HX1195'AT RICHWOOD, ON EAST MAIN STREET, ABOUT 120 YARDS EAST OF THE
 HX1195'INTERSECTION OF OAKFORD AVENUE, SET VERTICALLY IN EAST FACE OF
 HX1195'THE NORTHEAST CORNER OF THE POST OFFICE, 20 FEET SOUTH OF THE
 HX1195'SOUTH CURB OF EAST MAIN STREET, 1.3 FEET SOUTH OF THE NORTHEAST
 HX1195'CORNER OF THE BUILDING, 1.6 FEET ABOVE THE CONCRETE DRIVE TO THE
 HX1195'POST OFFICE PARKING LOT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 HX1195'EAST MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1308 ***********************************************************************
 HX1308  DESIGNATION -  Z 238
 HX1308  PID         -  HX1308
 HX1308  STATE/COUNTY-  WV/GREENBRIER
 HX1308  USGS QUAD   -  RICHWOOD (1995)
 HX1308
 HX1308                         *CURRENT SURVEY CONTROL
 HX1308  ___________________________________________________________________
 HX1308* NAD 83(1986)-  38 11 09.     (N)    080 30 54.     (W)     SCALED    
 HX1308* NAVD 88     -       964.636  (meters)    3164.81   (feet)  ADJUSTED  
 HX1308  ___________________________________________________________________
 HX1308  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HX1308  DYNAMIC HT  -         963.850 (meters)    3162.23  (feet)  COMP
 HX1308  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 HX1308
 HX1308  VERT ORDER  -  SECOND    CLASS 0
 HX1308
 HX1308.The horizontal coordinates were scaled from a topographic map and have
 HX1308.an estimated accuracy of +/- 6 seconds.
 HX1308
 HX1308.The orthometric height was determined by differential leveling
 HX1308.and adjusted by the National Geodetic Survey in June 1991..
 HX1308
 HX1308.The geoid height was determined by GEOID03.
 HX1308
 HX1308.The dynamic height is computed by dividing the NAVD 88
 HX1308.geopotential number by the normal gravity value computed on the
 HX1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1308.degrees latitude (g = 980.6199 gals.).
 HX1308
 HX1308.The modeled gravity was interpolated from observed gravity values.
 HX1308
 HX1308;                    North         East    Units  Estimated Accuracy
 HX1308;SPC WV S     -   131,730.      642,490.      MT  (+/- 180 meters Scaled)
 HX1308
 HX1308                          SUPERSEDED SURVEY CONTROL
 HX1308
 HX1308  NGVD 29 (??/??/92)  964.777  (m)         3165.27   (f) ADJ UNCH    2 0
 HX1308
 HX1308.Superseded values are not recommended for survey control.
 HX1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1308.See file dsdata.txt to determine how the superseded data were derived.
 HX1308
 HX1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC424265(NAD 83)
 HX1308_MARKER: DB = BENCH MARK DISK
 HX1308_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HX1308_SP_SET: UNSPECIFIED ROCK
 HX1308_STAMPING: Z 238 1962
 HX1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1308
 HX1308  HISTORY     - Date     Condition        Report By
 HX1308  HISTORY     - 1962     MONUMENTED       CGS
 HX1308
 HX1308                          STATION DESCRIPTION
 HX1308
 HX1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1308'3.3 MI S FROM RICHWOOD.
 HX1308'ABOUT 3.3 MILES SOUTH ALONG GREENBRIER ROAD FROM THE JUNCTION
 HX1308'OF RIVERSIDE DRIVE AT RICHWOOD, ALONG A VERY SHORT NORTH AND
 HX1308'SOUTH TANGENT BETWEEN TWO CURVES, IN A NARROW STRIP OF TIMBER
 HX1308'BETWEEN THE ROAD AND A LARGE OPEN FIELD, SET IN TOP OF SOUTH
 HX1308'EDGE OF A ROCK ABOUT 15 FEET WIDE BY 6 FEET HIGH PROJECTING OUT
 HX1308'OF THE HILLSIDE, 56 FEET WEST OF CENTER LINE OF THE ROAD, 8 FEET
 HX1308'WEST OF THE EAST CORNER OF THE ROCK, 3 FEET NORTH OF THE SOUTH
 HX1308'EDGE OF THE ROCK, AND ABOUT 25 FEET ABOVE THE LEVEL OF THE
 HX1308'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0983 ***********************************************************************
 HX0983  DESIGNATION -  Z 239
 HX0983  PID         -  HX0983
 HX0983  STATE/COUNTY-  WV/WEBSTER
 HX0983  USGS QUAD   -  COWEN (1995)
 HX0983
 HX0983                         *CURRENT SURVEY CONTROL
 HX0983  ___________________________________________________________________
 HX0983* NAD 83(1986)-  38 24 35.     (N)    080 33 01.     (W)     SCALED    
 HX0983* NAVD 88     -       707.610  (meters)    2321.55   (feet)  ADJUSTED  
 HX0983  ___________________________________________________________________
 HX0983  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HX0983  DYNAMIC HT  -         707.072 (meters)    2319.79  (feet)  COMP
 HX0983  MODELED GRAV-     979,844.6   (mgal)                       NAVD 88
 HX0983
 HX0983  VERT ORDER  -  SECOND    CLASS 0
 HX0983
 HX0983.The horizontal coordinates were scaled from a topographic map and have
 HX0983.an estimated accuracy of +/- 6 seconds.
 HX0983
 HX0983.The orthometric height was determined by differential leveling
 HX0983.and adjusted by the National Geodetic Survey in June 1991..
 HX0983
 HX0983.The geoid height was determined by GEOID03.
 HX0983
 HX0983.The dynamic height is computed by dividing the NAVD 88
 HX0983.geopotential number by the normal gravity value computed on the
 HX0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0983.degrees latitude (g = 980.6199 gals.).
 HX0983
 HX0983.The modeled gravity was interpolated from observed gravity values.
 HX0983
 HX0983;                    North         East    Units  Estimated Accuracy
 HX0983;SPC WV S     -   156,560.      639,280.      MT  (+/- 180 meters Scaled)
 HX0983
 HX0983                          SUPERSEDED SURVEY CONTROL
 HX0983
 HX0983  NGVD 29 (??/??/92)  707.765  (m)         2322.06   (f) ADJ UNCH    2 0
 HX0983
 HX0983.Superseded values are not recommended for survey control.
 HX0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0983.See file dsdata.txt to determine how the superseded data were derived.
 HX0983
 HX0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC392513(NAD 83)
 HX0983_MARKER: DB = BENCH MARK DISK
 HX0983_SETTING: 66 = SET IN ROCK OUTCROP
 HX0983_SP_SET: ROCK CUT
 HX0983_STAMPING: Z 239 1962
 HX0983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0983+STABILITY: POSITION/ELEVATION WELL
 HX0983
 HX0983  HISTORY     - Date     Condition        Report By
 HX0983  HISTORY     - 1962     MONUMENTED       CGS
 HX0983
 HX0983                          STATION DESCRIPTION
 HX0983
 HX0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0983'0.3 MI E FROM COWEN.
 HX0983'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 HX0983'BAPTIST CHURCH AT COWEN, ON THE WEST SLOPE OF A HILL, 20 FEET
 HX0983'NORTH OF CENTER LINE OF HIGHWAY, 21 FEET WEST OF EAST EDGE OF
 HX0983'CUT, 1 FOOT ABOVE GROUND LEVEL, ABOUT LEVEL WITH HIGHWAY, AND
 HX0983'SET VERTICALLY IN SOUTH FACE OF A LARGE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0962 ***********************************************************************
 JW0962  DESIGNATION -  Z 24
 JW0962  PID         -  JW0962
 JW0962  STATE/COUNTY-  WV/MONONGALIA
 JW0962  USGS QUAD   -  MASONTOWN (1976)
 JW0962
 JW0962                         *CURRENT SURVEY CONTROL
 JW0962  ___________________________________________________________________
 JW0962* NAD 83(1986)-  39 34 33.     (N)    079 51 24.     (W)     SCALED    
 JW0962* NAVD 88     -       441.64   (+/-2cm)    1448.9    (feet)  VERTCON   
 JW0962  ___________________________________________________________________
 JW0962  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JW0962
 JW0962  VERT ORDER  -  THIRD (See Below)
 JW0962
 JW0962.The horizontal coordinates were scaled from a topographic map and have
 JW0962.an estimated accuracy of +/- 6 seconds.
 JW0962
 JW0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW0962.The vertical order pertains to the NGVD 29 superseded value.
 JW0962
 JW0962.The geoid height was determined by GEOID03.
 JW0962
 JW0962;                    North         East    Units  Estimated Accuracy
 JW0962;SPC WV N     -   119,500.      569,360.      MT  (+/- 180 meters Scaled)
 JW0962
 JW0962                          SUPERSEDED SURVEY CONTROL
 JW0962
 JW0962  NGVD 29 (??/??/??)  441.75   (m)         1449.3    (f) RESET       3  
 JW0962
 JW0962.Superseded values are not recommended for survey control.
 JW0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0962.See file dsdata.txt to determine how the superseded data were derived.
 JW0962
 JW0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND981813(NAD 83)
 JW0962_MARKER: DB = BENCH MARK DISK
 JW0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0962_STAMPING: Z 24 1935
 JW0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0962+STABILITY: SURFACE MOTION
 JW0962
 JW0962  HISTORY     - Date     Condition        Report By
 JW0962  HISTORY     - 1935     MONUMENTED       CGS
 JW0962
 JW0962                          STATION DESCRIPTION
 JW0962
 JW0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0962'0.5 MI NW FROM GREER.
 JW0962'ABOUT 0.5 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JW0962'FROM GREER, MONONGALIA COUNTY, ABOUT 400 FEET SOUTHEAST OF
 JW0962'STURGISSON SCHOOL, 106 FEET SOUTHEAST OF MILEAGE SIGN 9.30, 37
 JW0962'FEET SOUTHEAST OF AN OLD COUNTY-ROAD CROSSING, AND 21.8 FEET
 JW0962'SOUTH OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0977 ***********************************************************************
 HX0977  DESIGNATION -  Z 240
 HX0977  PID         -  HX0977
 HX0977  STATE/COUNTY-  WV/WEBSTER
 HX0977  USGS QUAD   -  WEBSTER SPRINGS SW (1995)
 HX0977
 HX0977                         *CURRENT SURVEY CONTROL
 HX0977  ___________________________________________________________________
 HX0977* NAD 83(1986)-  38 18 01.     (N)    080 29 42.     (W)     SCALED    
 HX0977* NAVD 88     -       690.395  (meters)    2265.07   (feet)  ADJUSTED  
 HX0977  ___________________________________________________________________
 HX0977  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HX0977  DYNAMIC HT  -         689.832 (meters)    2263.22  (feet)  COMP
 HX0977  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 HX0977
 HX0977  VERT ORDER  -  SECOND    CLASS 0
 HX0977
 HX0977.The horizontal coordinates were scaled from a topographic map and have
 HX0977.an estimated accuracy of +/- 6 seconds.
 HX0977
 HX0977.The orthometric height was determined by differential leveling
 HX0977.and adjusted by the National Geodetic Survey in June 1991..
 HX0977
 HX0977.The geoid height was determined by GEOID03.
 HX0977
 HX0977.The dynamic height is computed by dividing the NAVD 88
 HX0977.geopotential number by the normal gravity value computed on the
 HX0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0977.degrees latitude (g = 980.6199 gals.).
 HX0977
 HX0977.The modeled gravity was interpolated from observed gravity values.
 HX0977
 HX0977;                    North         East    Units  Estimated Accuracy
 HX0977;SPC WV S     -   144,440.      644,170.      MT  (+/- 180 meters Scaled)
 HX0977
 HX0977                          SUPERSEDED SURVEY CONTROL
 HX0977
 HX0977  NGVD 29 (??/??/92)  690.510  (m)         2265.45   (f) ADJ UNCH    2 0
 HX0977
 HX0977.Superseded values are not recommended for survey control.
 HX0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0977.See file dsdata.txt to determine how the superseded data were derived.
 HX0977
 HX0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC441392(NAD 83)
 HX0977_MARKER: DB = BENCH MARK DISK
 HX0977_SETTING: 66 = SET IN ROCK OUTCROP
 HX0977_SP_SET: PROJECTING ROCK
 HX0977_STAMPING: Z 240 1962
 HX0977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0977+STABILITY: POSITION/ELEVATION WELL
 HX0977
 HX0977  HISTORY     - Date     Condition        Report By
 HX0977  HISTORY     - 1962     MONUMENTED       CGS
 HX0977
 HX0977                          STATION DESCRIPTION
 HX0977
 HX0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0977'8.8 MI N FROM RICHWOOD.
 HX0977'0.9 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 HX0977'AT RICHWOOD, THENCE ABOUT 2.4 MILES NORTH ALONG COUNTY ROAD 76,
 HX0977'THENCE ABOUT 5.5 MILES NORTH ALONG FOREST SERVICE ROAD 76 (A
 HX0977'GRADED ROAD), SET ON TOP OF THE NORTHEAST CORNER OF A FLAT ROCK
 HX0977'ABOUT 15 FEET LONG BY 8 FEET WIDE PROJECTING 2 1/2 FEET, 26
 HX0977'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4.5 FEET WEST OF
 HX0977'THE EAST CORNER OF THE ROCK, 1 FOOT SOUTH OF THE NORTH EDGE OF
 HX0977'THE ROCK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0815 ***********************************************************************
 HX0815  DESIGNATION -  Z 241
 HX0815  PID         -  HX0815
 HX0815  STATE/COUNTY-  WV/POCAHONTAS
 HX0815  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0815
 HX0815                         *CURRENT SURVEY CONTROL
 HX0815  ___________________________________________________________________
 HX0815* NAD 83(1986)-  38 16 17.     (N)    080 20 34.     (W)     SCALED    
 HX0815* NAVD 88     -       940.038  (meters)    3084.11   (feet)  ADJUSTED  
 HX0815  ___________________________________________________________________
 HX0815  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HX0815  DYNAMIC HT  -         939.250 (meters)    3081.52  (feet)  COMP
 HX0815  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 HX0815
 HX0815  VERT ORDER  -  SECOND    CLASS 0
 HX0815
 HX0815.The horizontal coordinates were scaled from a topographic map and have
 HX0815.an estimated accuracy of +/- 6 seconds.
 HX0815
 HX0815.The orthometric height was determined by differential leveling
 HX0815.and adjusted by the National Geodetic Survey in June 1991..
 HX0815
 HX0815.The geoid height was determined by GEOID03.
 HX0815
 HX0815.The dynamic height is computed by dividing the NAVD 88
 HX0815.geopotential number by the normal gravity value computed on the
 HX0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0815.degrees latitude (g = 980.6199 gals.).
 HX0815
 HX0815.The modeled gravity was interpolated from observed gravity values.
 HX0815
 HX0815;                    North         East    Units  Estimated Accuracy
 HX0815;SPC WV S     -   141,310.      657,510.      MT  (+/- 180 meters Scaled)
 HX0815
 HX0815                          SUPERSEDED SURVEY CONTROL
 HX0815
 HX0815  NGVD 29 (??/??/92)  940.123  (m)         3084.39   (f) ADJ UNCH    2 0
 HX0815
 HX0815.Superseded values are not recommended for survey control.
 HX0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0815.See file dsdata.txt to determine how the superseded data were derived.
 HX0815
 HX0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC574361(NAD 83)
 HX0815_MARKER: DB = BENCH MARK DISK
 HX0815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0815_SP_SET: ABUTMENT
 HX0815_STAMPING: Z 241 1962
 HX0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0815
 HX0815  HISTORY     - Date     Condition        Report By
 HX0815  HISTORY     - 1962     MONUMENTED       CGS
 HX0815
 HX0815                          STATION DESCRIPTION
 HX0815
 HX0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0815'15.4 MI NW FROM MILL POINT.
 HX0815'6.7 MILES WEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 HX0815'U.S. HIGHWAY 219 AT MILL POINT, THENCE 7.1 MILES NORTHWEST ALONG
 HX0815'FOREST SERVICE ROAD 102, THENCE 1.6 MILES NORTHWEST ALONG FOREST
 HX0815'SERVICE ROAD 76, ABOUT 0.5 MILES SOUTHEAST OF A 30 FOOT WOODEN
 HX0815'FLOOR STEEL BRIDGE OVER BIRCHLOG RUN, SET ON TOP OF SOUTH END
 HX0815'OF EAST CONCRETE ABUTMENT OF A 30 FOOT WOODEN FLOOR STEEL BRIDGE
 HX0815'OVER TUMBLING ROCK RUN, 7 FEET SOUTH OF CENTER LINE OF ROAD, AND
 HX0815'ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0867 ***********************************************************************
 HX0867  DESIGNATION -  Z 242
 HX0867  PID         -  HX0867
 HX0867  STATE/COUNTY-  WV/GREENBRIER
 HX0867  USGS QUAD   -  FORK MOUNTAIN (1995)
 HX0867
 HX0867                         *CURRENT SURVEY CONTROL
 HX0867  ___________________________________________________________________
 HX0867* NAD 83(1986)-  38 13 40.     (N)    080 24 02.     (W)     SCALED    
 HX0867* NAVD 88     -       969.659  (meters)    3181.29   (feet)  ADJUSTED  
 HX0867  ___________________________________________________________________
 HX0867  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HX0867  DYNAMIC HT  -         968.844 (meters)    3178.62  (feet)  COMP
 HX0867  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 HX0867
 HX0867  VERT ORDER  -  SECOND    CLASS 0
 HX0867
 HX0867.The horizontal coordinates were scaled from a topographic map and have
 HX0867.an estimated accuracy of +/- 6 seconds.
 HX0867
 HX0867.The orthometric height was determined by differential leveling
 HX0867.and adjusted by the National Geodetic Survey in June 1991..
 HX0867
 HX0867.The geoid height was determined by GEOID03.
 HX0867
 HX0867.The dynamic height is computed by dividing the NAVD 88
 HX0867.geopotential number by the normal gravity value computed on the
 HX0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0867.degrees latitude (g = 980.6199 gals.).
 HX0867
 HX0867.The modeled gravity was interpolated from observed gravity values.
 HX0867
 HX0867;                    North         East    Units  Estimated Accuracy
 HX0867;SPC WV S     -   136,440.      652,480.      MT  (+/- 180 meters Scaled)
 HX0867
 HX0867                          SUPERSEDED SURVEY CONTROL
 HX0867
 HX0867  NGVD 29 (??/??/92)  969.746  (m)         3181.57   (f) ADJ UNCH    2 0
 HX0867
 HX0867.Superseded values are not recommended for survey control.
 HX0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0867.See file dsdata.txt to determine how the superseded data were derived.
 HX0867
 HX0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC524312(NAD 83)
 HX0867_MARKER: DB = BENCH MARK DISK
 HX0867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0867_SP_SET: CULVERT
 HX0867_STAMPING: Z 242 1962
 HX0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0867
 HX0867  HISTORY     - Date     Condition        Report By
 HX0867  HISTORY     - 1962     MONUMENTED       CGS
 HX0867
 HX0867                          STATION DESCRIPTION
 HX0867
 HX0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0867'11.8 MI E FROM RICHWOOD.
 HX0867'11.8 MILES EAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 HX0867'RICHWOOD, ABOUT 0.7 MILE WEST OF THE EAST ONE OF THREE CONCRETE
 HX0867'BRIDGES OVER THE NORTH FORK OF THE CHERRY RIVER, SET ON TOP OF
 HX0867'THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A 10-FOOT
 HX0867'CULVERT OVER HAMRICK RUN, 25 FEET NORTHEAST OF THE CENTER LINE
 HX0867'OF THE HIGHWAY, 0.6 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 HX0867'HEAD WALL, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0936 ***********************************************************************
 HX0936  DESIGNATION -  Z 243
 HX0936  PID         -  HX0936
 HX0936  STATE/COUNTY-  WV/GREENBRIER
 HX0936  USGS QUAD   -  TROUT (1995)
 HX0936
 HX0936                         *CURRENT SURVEY CONTROL
 HX0936  ___________________________________________________________________
 HX0936* NAD 83(1986)-  38 05 16.     (N)    080 27 12.     (W)     SCALED    
 HX0936* NAVD 88     -      1110.371  (meters)    3642.94   (feet)  ADJUSTED  
 HX0936  ___________________________________________________________________
 HX0936  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HX0936  DYNAMIC HT  -        1109.399 (meters)    3639.75  (feet)  COMP
 HX0936  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 HX0936
 HX0936  VERT ORDER  -  SECOND    CLASS 0
 HX0936
 HX0936.The horizontal coordinates were scaled from a topographic map and have
 HX0936.an estimated accuracy of +/- 6 seconds.
 HX0936
 HX0936.The orthometric height was determined by differential leveling
 HX0936.and adjusted by the National Geodetic Survey in June 1991..
 HX0936
 HX0936.The geoid height was determined by GEOID03.
 HX0936
 HX0936.The dynamic height is computed by dividing the NAVD 88
 HX0936.geopotential number by the normal gravity value computed on the
 HX0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0936.degrees latitude (g = 980.6199 gals.).
 HX0936
 HX0936.The modeled gravity was interpolated from observed gravity values.
 HX0936
 HX0936;                    North         East    Units  Estimated Accuracy
 HX0936;SPC WV S     -   120,870.      647,950.      MT  (+/- 180 meters Scaled)
 HX0936
 HX0936                          SUPERSEDED SURVEY CONTROL
 HX0936
 HX0936  NGVD 29 (??/??/92) 1110.463  (m)         3643.24   (f) ADJ UNCH    2 0
 HX0936
 HX0936.Superseded values are not recommended for survey control.
 HX0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0936.See file dsdata.txt to determine how the superseded data were derived.
 HX0936
 HX0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC479156(NAD 83)
 HX0936_MARKER: DB = BENCH MARK DISK
 HX0936_SETTING: 66 = SET IN ROCK OUTCROP
 HX0936_SP_SET: ROCK LEDGE
 HX0936_STAMPING: Z 243 1962
 HX0936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0936+STABILITY: POSITION/ELEVATION WELL
 HX0936
 HX0936  HISTORY     - Date     Condition        Report By
 HX0936  HISTORY     - 1962     MONUMENTED       CGS
 HX0936  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0936
 HX0936                          STATION DESCRIPTION
 HX0936
 HX0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0936'7.9 MI N FROM TROUT.
 HX0936'5.5 MILES NORTHWEST ALONG A BLACK TOP AND GRADED ROAD FROM THE
 HX0936'FIRST BAPTIST CHURCH AT TROUT, THENCE ABOUT 2.4 MILES NORTHEAST
 HX0936'ALONG A ROUGH DIRT ROAD, IN A OPEN FIELD ABOUT 110 YARDS EAST OF
 HX0936'THE EAST ONE OF TWO SMALL HOUSES, SET ON TOP OF THE SOUTH END
 HX0936'OF A FLAT ROCK LEDGE THAT COULD HAVE AT ONE TIME BEEN A ROAD,
 HX0936'3 FEET NORTH OF THE SOUTH END OF THE ROCK, 114 FEET NORTH
 HX0936'OF THE CENTER LINE OF THE ROAD, AT THE CENTER OF A SHARP CURVE
 HX0936'WITH TANGENTS EXTENDING WEST AND SOUTH, AND ABOUT 4 FEET BELOW
 HX0936'THE LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK CAN ALSO BE
 HX0936'REACHED BY GOING ABOUT 3.3 MILES SOUTHWEST ALONG SPRING CREEK
 HX0936'ROAD FROM THE GRADE SCHOOL AT LEONARD, THENCE ABOUT 3.9 MILES
 HX0936'NORTH ALONG A ABANDONED ROAD THAT FOLLOWS ALONG SPRING CREEK.
 HX0936
 HX0936                          STATION RECOVERY (1973)
 HX0936
 HX0936'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0674 ***********************************************************************
 HX0674  DESIGNATION -  Z 244
 HX0674  PID         -  HX0674
 HX0674  STATE/COUNTY-  WV/WEBSTER
 HX0674  USGS QUAD   -  BERGOO (1995)
 HX0674
 HX0674                         *CURRENT SURVEY CONTROL
 HX0674  ___________________________________________________________________
 HX0674* NAD 83(1986)-  38 24 53.     (N)    080 17 18.     (W)     SCALED    
 HX0674* NAVD 88     -       778.504  (meters)    2554.14   (feet)  ADJUSTED  
 HX0674  ___________________________________________________________________
 HX0674  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HX0674  DYNAMIC HT  -         777.886 (meters)    2552.11  (feet)  COMP
 HX0674  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 HX0674
 HX0674  VERT ORDER  -  SECOND    CLASS 0
 HX0674
 HX0674.The horizontal coordinates were scaled from a topographic map and have
 HX0674.an estimated accuracy of +/- 6 seconds.
 HX0674
 HX0674.The orthometric height was determined by differential leveling
 HX0674.and adjusted by the National Geodetic Survey in June 1991..
 HX0674
 HX0674.The geoid height was determined by GEOID03.
 HX0674
 HX0674.The dynamic height is computed by dividing the NAVD 88
 HX0674.geopotential number by the normal gravity value computed on the
 HX0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0674.degrees latitude (g = 980.6199 gals.).
 HX0674
 HX0674.The modeled gravity was interpolated from observed gravity values.
 HX0674
 HX0674;                    North         East    Units  Estimated Accuracy
 HX0674;SPC WV S     -   157,260.      662,150.      MT  (+/- 180 meters Scaled)
 HX0674
 HX0674                          SUPERSEDED SURVEY CONTROL
 HX0674
 HX0674  NGVD 29 (??/??/92)  778.625  (m)         2554.54   (f) ADJ UNCH    2 0
 HX0674
 HX0674.Superseded values are not recommended for survey control.
 HX0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0674.See file dsdata.txt to determine how the superseded data were derived.
 HX0674
 HX0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC621520(NAD 83)
 HX0674_MARKER: DB = BENCH MARK DISK
 HX0674_SETTING: 66 = SET IN ROCK OUTCROP
 HX0674_SP_SET: ROCK CUT
 HX0674_STAMPING: Z 244 1962
 HX0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0674+STABILITY: POSITION/ELEVATION WELL
 HX0674
 HX0674  HISTORY     - Date     Condition        Report By
 HX0674  HISTORY     - 1962     MONUMENTED       CGS
 HX0674
 HX0674                          STATION DESCRIPTION
 HX0674
 HX0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0674'11.7 MI SE FROM BOLAIR.
 HX0674'0.2 MILE EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HX0674'BOLAIR, THENCE ABOUT 11.5 MILES SOUTHEAST ALONG GAULEY RIVER
 HX0674'ROAD, AT A Y JUNCTION OF A ROAD LEADING SOUTHEAST, SET VERTICALLY
 HX0674'IN THE NORTH FACE OF A ROCK CUT THAT IS ABOUT 35 YARDS LONG AND
 HX0674'5 FEET HIGH, 66 FEET WEST OF THE CENTER LINE OF THE JUNCTION,
 HX0674'21 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 HX0674'ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0748 ***********************************************************************
 HX0748  DESIGNATION -  Z 245
 HX0748  PID         -  HX0748
 HX0748  STATE/COUNTY-  WV/WEBSTER
 HX0748  USGS QUAD   -  WEBSTER SPRINGS (1995)
 HX0748
 HX0748                         *CURRENT SURVEY CONTROL
 HX0748  ___________________________________________________________________
 HX0748* NAD 83(1986)-  38 22 56.     (N)    080 26 56.     (W)     SCALED    
 HX0748* NAVD 88     -       682.242  (meters)    2238.32   (feet)  ADJUSTED  
 HX0748  ___________________________________________________________________
 HX0748  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HX0748  DYNAMIC HT  -         681.708 (meters)    2236.57  (feet)  COMP
 HX0748  MODELED GRAV-     979,823.7   (mgal)                       NAVD 88
 HX0748
 HX0748  VERT ORDER  -  SECOND    CLASS 0
 HX0748
 HX0748.The horizontal coordinates were scaled from a topographic map and have
 HX0748.an estimated accuracy of +/- 6 seconds.
 HX0748
 HX0748.The orthometric height was determined by differential leveling
 HX0748.and adjusted by the National Geodetic Survey in June 1991..
 HX0748
 HX0748.The geoid height was determined by GEOID03.
 HX0748
 HX0748.The dynamic height is computed by dividing the NAVD 88
 HX0748.geopotential number by the normal gravity value computed on the
 HX0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0748.degrees latitude (g = 980.6199 gals.).
 HX0748
 HX0748.The modeled gravity was interpolated from observed gravity values.
 HX0748
 HX0748;                    North         East    Units  Estimated Accuracy
 HX0748;SPC WV S     -   153,560.      648,150.      MT  (+/- 180 meters Scaled)
 HX0748
 HX0748                          SUPERSEDED SURVEY CONTROL
 HX0748
 HX0748  NGVD 29 (??/??/92)  682.376  (m)         2238.76   (f) ADJ UNCH    2 0
 HX0748
 HX0748.Superseded values are not recommended for survey control.
 HX0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0748.See file dsdata.txt to determine how the superseded data were derived.
 HX0748
 HX0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC481483(NAD 83)
 HX0748_MARKER: DB = BENCH MARK DISK
 HX0748_SETTING: 66 = SET IN ROCK OUTCROP
 HX0748_SP_SET: ROCK LEDGE
 HX0748_STAMPING: Z 245 1962
 HX0748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0748+STABILITY: POSITION/ELEVATION WELL
 HX0748
 HX0748  HISTORY     - Date     Condition        Report By
 HX0748  HISTORY     - 1962     MONUMENTED       CGS
 HX0748  HISTORY     - 1965     GOOD             NGS
 HX0748
 HX0748                          STATION DESCRIPTION
 HX0748
 HX0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0748'0.9 MI E FROM DYER.
 HX0748'0.9 MILES EAST ALONG WILLIAMS RIVER BLACK TOP ROAD FROM THE DYER
 HX0748'METHODIST CHURCH AT DYER, ABOUT 0.15 MILES WEST OF DOUBLE PIPE
 HX0748'CULVERTS FOR SAWYER RUN, ABOUT 0.75 MILES EAST OF A JUNCTION
 HX0748'OF A DIRT ROAD LEADING NORTH UP HILL TO A CEMETERY, SET ON TOP
 HX0748'OF A ROCK LEDGE ABOUT 15 FEET LONG EXTENDING OUT FROM UNDER THE
 HX0748'SOUTH EDGE OF THE ROAD, AT THE WEST END OF A CURVE WEST BY
 HX0748'SOUTHEAST, 47 FEET SOUTH OF THE CENTER LINE OF THE ROAD (SLOPE
 HX0748'MEASUREMENT), 185 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HX0748'A LARGE TWO STORY WOODEN FRAME HOUSE, 1 1/2 FEET NORTH OF THE
 HX0748'SOUTH EDGE OF LEDGE, 2 FEET EAST OF THE WEST END OF THE ROCK
 HX0748'LEDGE, AND ABOUT 10 FEET BELOW THE LEVEL OF THE ROAD.
 HX0748
 HX0748                          STATION RECOVERY (1965)
 HX0748
 HX0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HX0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0776 ***********************************************************************
 HX0776  DESIGNATION -  Z 246
 HX0776  PID         -  HX0776
 HX0776  STATE/COUNTY-  WV/POCAHONTAS
 HX0776  USGS QUAD   -  WOODROW (1995)
 HX0776
 HX0776                         *CURRENT SURVEY CONTROL
 HX0776  ___________________________________________________________________
 HX0776* NAD 83(1986)-  38 17 23.     (N)    080 10 09.     (W)     SCALED    
 HX0776* NAVD 88     -       965.166  (meters)    3166.55   (feet)  ADJUSTED  
 HX0776  ___________________________________________________________________
 HX0776  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HX0776  DYNAMIC HT  -         964.353 (meters)    3163.88  (feet)  COMP
 HX0776  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 HX0776
 HX0776  VERT ORDER  -  SECOND    CLASS 0
 HX0776
 HX0776.The horizontal coordinates were scaled from a topographic map and have
 HX0776.an estimated accuracy of +/- 6 seconds.
 HX0776
 HX0776.The orthometric height was determined by differential leveling
 HX0776.and adjusted by the National Geodetic Survey in June 1991..
 HX0776
 HX0776.The geoid height was determined by GEOID03.
 HX0776
 HX0776.The dynamic height is computed by dividing the NAVD 88
 HX0776.geopotential number by the normal gravity value computed on the
 HX0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0776.degrees latitude (g = 980.6199 gals.).
 HX0776
 HX0776.The modeled gravity was interpolated from observed gravity values.
 HX0776
 HX0776;                    North         East    Units  Estimated Accuracy
 HX0776;SPC WV S     -   143,470.      672,680.      MT  (+/- 180 meters Scaled)
 HX0776
 HX0776                          SUPERSEDED SURVEY CONTROL
 HX0776
 HX0776  NGVD 29 (??/??/92)  965.224  (m)         3166.74   (f) ADJ UNCH    2 0
 HX0776
 HX0776.Superseded values are not recommended for survey control.
 HX0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0776.See file dsdata.txt to determine how the superseded data were derived.
 HX0776
 HX0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC726382(NAD 83)
 HX0776_MARKER: DB = BENCH MARK DISK
 HX0776_SETTING: 0 = UNSPECIFIED SETTING
 HX0776_STAMPING: Z 246 1962
 HX0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0776
 HX0776  HISTORY     - Date     Condition        Report By
 HX0776  HISTORY     - 1962     MONUMENTED       CGS
 HX0776
 HX0776                          STATION DESCRIPTION
 HX0776
 HX0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0776'0.6 MI NW FROM WOODROW.
 HX0776'0.65 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0776'AT WOODROW, ABOUT 0.3 MILE NORTHWEST OF THE WHITE CHAPEL METHODIST
 HX0776'CHURCH, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH, 35 1/2 FEET
 HX0776'NORTHEAST OF THE CENTER LINE OF THE BLACK TOP ROAD, 47 1/2 FEET
 HX0776'NORTH OF THE CENTER LINE OF THE JUNCTION, 11 FEET WEST OF THE
 HX0776'CENTER LINE OF THE DIRT ROAD, 3 FEET SOUTH OF THE WEST CORNER OF
 HX0776'A 5-BY 5-FOOT WOODEN SCHOOL BUS SHELTER, 10 1/2 FEET NORTH
 HX0776'NORTHEAST OF A FENCE CORNER, 1 1/2 FEET SOUTHEAST OF A FENCE LINE,
 HX0776'1.3 SOUTH OF A STEEL WITNESS POST, AND ABOUT 1 FOOT BELOW THE LEVEL
 HX0776'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0704 ***********************************************************************
 HX0704  DESIGNATION -  Z 247
 HX0704  PID         -  HX0704
 HX0704  STATE/COUNTY-  WV/POCAHONTAS
 HX0704  USGS QUAD   -  SHARP KNOB (1995)
 HX0704
 HX0704                         *CURRENT SURVEY CONTROL
 HX0704  ___________________________________________________________________
 HX0704* NAD 83(1986)-  38 24 37.     (N)    080 09 51.     (W)     SCALED    
 HX0704* NAVD 88     -      1260.381  (meters)    4135.10   (feet)  ADJUSTED  
 HX0704  ___________________________________________________________________
 HX0704  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HX0704  DYNAMIC HT  -        1259.380 (meters)    4131.82  (feet)  COMP
 HX0704  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 HX0704
 HX0704  VERT ORDER  -  SECOND    CLASS 0
 HX0704
 HX0704.The horizontal coordinates were scaled from a topographic map and have
 HX0704.an estimated accuracy of +/- 6 seconds.
 HX0704
 HX0704.The orthometric height was determined by differential leveling
 HX0704.and adjusted by the National Geodetic Survey in June 1991..
 HX0704
 HX0704.The geoid height was determined by GEOID03.
 HX0704
 HX0704.The dynamic height is computed by dividing the NAVD 88
 HX0704.geopotential number by the normal gravity value computed on the
 HX0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0704.degrees latitude (g = 980.6199 gals.).
 HX0704
 HX0704.The modeled gravity was interpolated from observed gravity values.
 HX0704
 HX0704;                    North         East    Units  Estimated Accuracy
 HX0704;SPC WV S     -   156,860.      673,000.      MT  (+/- 180 meters Scaled)
 HX0704
 HX0704                          SUPERSEDED SURVEY CONTROL
 HX0704
 HX0704  NGVD 29 (??/??/92) 1260.499  (m)         4135.49   (f) ADJ UNCH    2 0
 HX0704
 HX0704.Superseded values are not recommended for survey control.
 HX0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0704.See file dsdata.txt to determine how the superseded data were derived.
 HX0704
 HX0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC729516(NAD 83)
 HX0704_MARKER: DB = BENCH MARK DISK
 HX0704_SETTING: 66 = SET IN ROCK OUTCROP
 HX0704_SP_SET: ROCK OUTCROP
 HX0704_STAMPING: Z 247 1962
 HX0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0704+STABILITY: POSITION/ELEVATION WELL
 HX0704
 HX0704  HISTORY     - Date     Condition        Report By
 HX0704  HISTORY     - 1962     MONUMENTED       CGS
 HX0704  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0704
 HX0704                          STATION DESCRIPTION
 HX0704
 HX0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0704'7.6 MI SW FROM SLATY FORK.
 HX0704'4.6 MILES NORTHWEST ALONG ABANDONED RAILWAY BED (TRAIL) FROM
 HX0704'THE POST OFFICE AT SLATY FORK, THENCE ABOUT 2.7 MILES SOUTHWEST
 HX0704'ALONG U.S. FORESTRY ROAD 24, THENCE ABOUT 0.35 MILES SOUTHWEST
 HX0704'ALONG A GRADED ROAD LEADING TO LARGE COAL MINE, ABOUT 0.2 MILES
 HX0704'NORTHEAST OF THE JUNCTION OF A GRADED ROAD LEADING SOUTH DOWN
 HX0704'HILL TO U.S. HIGHWAY 219, SET ON TOP OF A ROCK OUTCROP ABOUT
 HX0704'7-BY 2-FOOT AT THE JUNCTION OF A GRADED ROAD, 74 FEET SOUTHEAST
 HX0704'OF THE CENTER LINE OF THE ROAD, 3.7 FEET NORTHEAST OF THE CENTER
 HX0704'LINE OF THE JUNCTION, 1.9 FEET SOUTH OF THE NORTH END OF THE
 HX0704'ROCK, AND ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
 HX0704
 HX0704                          STATION RECOVERY (1973)
 HX0704
 HX0704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0848 ***********************************************************************
 HX0848  DESIGNATION -  Z 248
 HX0848  PID         -  HX0848
 HX0848  STATE/COUNTY-  WV/POCAHONTAS
 HX0848  USGS QUAD   -  HILLSBORO (1995)
 HX0848
 HX0848                         *CURRENT SURVEY CONTROL
 HX0848  ___________________________________________________________________
 HX0848* NAD 83(1986)-  38 10 45.     (N)    080 13 05.     (W)     SCALED    
 HX0848* NAVD 88     -       751.138  (meters)    2464.36   (feet)  ADJUSTED  
 HX0848  ___________________________________________________________________
 HX0848  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HX0848  DYNAMIC HT  -         750.515 (meters)    2462.31  (feet)  COMP
 HX0848  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 HX0848
 HX0848  VERT ORDER  -  SECOND    CLASS 0
 HX0848
 HX0848.The horizontal coordinates were scaled from a topographic map and have
 HX0848.an estimated accuracy of +/- 6 seconds.
 HX0848
 HX0848.The orthometric height was determined by differential leveling
 HX0848.and adjusted by the National Geodetic Survey in June 1991..
 HX0848
 HX0848.The geoid height was determined by GEOID03.
 HX0848
 HX0848.The dynamic height is computed by dividing the NAVD 88
 HX0848.geopotential number by the normal gravity value computed on the
 HX0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0848.degrees latitude (g = 980.6199 gals.).
 HX0848
 HX0848.The modeled gravity was interpolated from observed gravity values.
 HX0848
 HX0848;                    North         East    Units  Estimated Accuracy
 HX0848;SPC WV S     -   131,160.      668,510.      MT  (+/- 180 meters Scaled)
 HX0848
 HX0848                          SUPERSEDED SURVEY CONTROL
 HX0848
 HX0848  NGVD 29 (??/??/92)  751.218  (m)         2464.62   (f) ADJ UNCH    2 0
 HX0848
 HX0848.Superseded values are not recommended for survey control.
 HX0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0848.See file dsdata.txt to determine how the superseded data were derived.
 HX0848
 HX0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC684259(NAD 83)
 HX0848_MARKER: DB = BENCH MARK DISK
 HX0848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX0848_SP_SET: CULVERT
 HX0848_STAMPING: Z 248 1962
 HX0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX0848
 HX0848  HISTORY     - Date     Condition        Report By
 HX0848  HISTORY     - 1962     MONUMENTED       CGS
 HX0848
 HX0848                          STATION DESCRIPTION
 HX0848
 HX0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0848'2.4 MI NW FROM MILL POINT.
 HX0848'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 HX0848'OF U.S. HIGHWAY 219 AT MILL POINT, ABOUT 0.6 MILE SOUTHEAST OF
 HX0848'THE NEW STAMPING CREEK TABERNACLE CHURCH, SET ON TOP OF THE
 HX0848'SOUTHEAST END OF THE NORTH CONCRETE HEAD WALL OF A 12-FOOT BOX
 HX0848'CULVERT OVER BLUE LICK CREEK, 20 FEET NORTHEAST OF THE CENTER
 HX0848'LINE OF THE HIGHWAY, 51 FEET EAST OF THE CENTER OF THE JUNCTION
 HX0848'OF A NARROW DIRT ROAD LEADING NORTH THROUGH A CATTLE GUARD, AND
 HX0848'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0892 ***********************************************************************
 HX0892  DESIGNATION -  Z 249
 HX0892  PID         -  HX0892
 HX0892  STATE/COUNTY-  WV/GREENBRIER
 HX0892  USGS QUAD   -  DROOP (1995)
 HX0892
 HX0892                         *CURRENT SURVEY CONTROL
 HX0892  ___________________________________________________________________
 HX0892* NAD 83(1986)-  38 05 44.     (N)    080 21 33.     (W)     SCALED    
 HX0892* NAVD 88     -       732.653  (meters)    2403.71   (feet)  ADJUSTED  
 HX0892  ___________________________________________________________________
 HX0892  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HX0892  DYNAMIC HT  -         732.051 (meters)    2401.74  (feet)  COMP
 HX0892  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 HX0892
 HX0892  VERT ORDER  -  SECOND    CLASS 0
 HX0892
 HX0892.The horizontal coordinates were scaled from a topographic map and have
 HX0892.an estimated accuracy of +/- 6 seconds.
 HX0892
 HX0892.The orthometric height was determined by differential leveling
 HX0892.and adjusted by the National Geodetic Survey in June 1991..
 HX0892
 HX0892.The geoid height was determined by GEOID03.
 HX0892
 HX0892.The dynamic height is computed by dividing the NAVD 88
 HX0892.geopotential number by the normal gravity value computed on the
 HX0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0892.degrees latitude (g = 980.6199 gals.).
 HX0892
 HX0892.The modeled gravity was interpolated from observed gravity values.
 HX0892
 HX0892;                    North         East    Units  Estimated Accuracy
 HX0892;SPC WV S     -   121,790.      656,210.      MT  (+/- 180 meters Scaled)
 HX0892
 HX0892                          SUPERSEDED SURVEY CONTROL
 HX0892
 HX0892  NGVD 29 (??/??/92)  732.764  (m)         2404.08   (f) ADJ UNCH    2 0
 HX0892
 HX0892.Superseded values are not recommended for survey control.
 HX0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0892.See file dsdata.txt to determine how the superseded data were derived.
 HX0892
 HX0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC561166(NAD 83)
 HX0892_MARKER: DB = BENCH MARK DISK
 HX0892_SETTING: 66 = SET IN ROCK OUTCROP
 HX0892_SP_SET: ROCK CUT
 HX0892_STAMPING: Z 249 1962
 HX0892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0892+STABILITY: POSITION/ELEVATION WELL
 HX0892
 HX0892  HISTORY     - Date     Condition        Report By
 HX0892  HISTORY     - 1962     MONUMENTED       CGS
 HX0892  HISTORY     - 1983     GOOD             NGS
 HX0892  HISTORY     - 1983     GOOD             NGS
 HX0892
 HX0892                          STATION DESCRIPTION
 HX0892
 HX0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0892'9.6 MI SW FROM LOBELIA.
 HX0892'4.15 MILES SOUTH ALONG BLACK TOP ROAD FROM THE JUNCTION OF A
 HX0892'GRADED ROAD FROM LOBELIA, THENCE ABOUT 4.95 MILES SOUTHWEST BY
 HX0892'WEST ALONG BLACK TOP AND GRADED ROAD, THENCE ABOUT 0.45 MILES
 HX0892'NORTHWEST ALONG GRADED ROAD UP ROBBINS RUN, THENCE ABOUT 85
 HX0892'YARDS NORTHWEST ALONG DIM MOUNTAIN TRAIL FROM CENTER LINE OF
 HX0892'GRADED ROAD, SET VERTICALLY ON THE SOUTH FACE OF A SMALL ROCK
 HX0892'CUT ABOUT 40 FEET LONG PROJECTING 4 FEET OVERLOOKING A SMALL
 HX0892'BRANCH, 7 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL, 11
 HX0892'FEET SOUTHEAST OF THE NORTHWEST END OF THE ROCK, AND ABOUT 2 FEET
 HX0892'ABOVE THE LEVEL OF THE ROAD.
 HX0892
 HX0892                          STATION RECOVERY (1983)
 HX0892
 HX0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0892'RECOVERED IN GOOD CONDITION.
 HX0892
 HX0892                          STATION RECOVERY (1983)
 HX0892
 HX0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1006 ***********************************************************************
 JX1006  DESIGNATION -  Z 25
 JX1006  PID         -  JX1006
 JX1006  STATE/COUNTY-  WV/RITCHIE
 JX1006  USGS QUAD   -  SMITHVILLE (1964)
 JX1006
 JX1006                         *CURRENT SURVEY CONTROL
 JX1006  ___________________________________________________________________
 JX1006* NAD 83(1986)-  39 05 44.     (N)    081 04 41.     (W)     SCALED    
 JX1006* NAVD 88     -       313.034  (meters)    1027.01   (feet)  ADJUSTED  
 JX1006  ___________________________________________________________________
 JX1006  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JX1006  DYNAMIC HT  -         312.838 (meters)    1026.37  (feet)  COMP
 JX1006  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 JX1006
 JX1006  VERT ORDER  -  SECOND    CLASS 0
 JX1006
 JX1006.The horizontal coordinates were scaled from a topographic map and have
 JX1006.an estimated accuracy of +/- 6 seconds.
 JX1006
 JX1006.The orthometric height was determined by differential leveling
 JX1006.and adjusted by the National Geodetic Survey in June 1991..
 JX1006
 JX1006.The geoid height was determined by GEOID03.
 JX1006
 JX1006.The dynamic height is computed by dividing the NAVD 88
 JX1006.geopotential number by the normal gravity value computed on the
 JX1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1006.degrees latitude (g = 980.6199 gals.).
 JX1006
 JX1006.The modeled gravity was interpolated from observed gravity values.
 JX1006
 JX1006;                    North         East    Units  Estimated Accuracy
 JX1006;SPC WV N     -    67,320.      463,490.      MT  (+/- 180 meters Scaled)
 JX1006
 JX1006                          SUPERSEDED SURVEY CONTROL
 JX1006
 JX1006  NGVD 29 (??/??/92)  313.209  (m)         1027.59   (f) ADJ UNCH    2 0
 JX1006
 JX1006.Superseded values are not recommended for survey control.
 JX1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1006.See file dsdata.txt to determine how the superseded data were derived.
 JX1006
 JX1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD932273(NAD 83)
 JX1006_MARKER: DB = BENCH MARK DISK
 JX1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1006_STAMPING: Z 25 1935
 JX1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1006+STABILITY: SURFACE MOTION
 JX1006
 JX1006  HISTORY     - Date     Condition        Report By
 JX1006  HISTORY     - 1935     MONUMENTED       CGS
 JX1006
 JX1006                          STATION DESCRIPTION
 JX1006
 JX1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX1006'2.1 MI N FROM SMITHVILLE.
 JX1006'2.1 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE HUGHES RIVER
 JX1006'BRIDGE AT SMITHVILLE, RITCHIE COUNTY, AT THE TOP OF A HILL, 30
 JX1006'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 6 FEET WEST OF
 JX1006'A FENCE GATE WITH A ROCK POT ON EACH SIDE.  A STANDARD DISK,
 JX1006'STAMPED Z 25 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0797 ***********************************************************************
 HX0797  DESIGNATION -  Z 250
 HX0797  PID         -  HX0797
 HX0797  STATE/COUNTY-  WV/POCAHONTAS
 HX0797  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0797
 HX0797                         *CURRENT SURVEY CONTROL
 HX0797  ___________________________________________________________________
 HX0797* NAD 83(1986)-  38 16 00.     (N)    080 15 46.     (W)     SCALED    
 HX0797* NAVD 88     -      1143.260  (meters)    3750.85   (feet)  ADJUSTED  
 HX0797  ___________________________________________________________________
 HX0797  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HX0797  DYNAMIC HT  -        1142.300 (meters)    3747.70  (feet)  COMP
 HX0797  MODELED GRAV-     979,748.0   (mgal)                       NAVD 88
 HX0797
 HX0797  VERT ORDER  -  SECOND    CLASS 0
 HX0797
 HX0797.The horizontal coordinates were scaled from a topographic map and have
 HX0797.an estimated accuracy of +/- 6 seconds.
 HX0797
 HX0797.The orthometric height was determined by differential leveling
 HX0797.and adjusted by the National Geodetic Survey in June 1991..
 HX0797
 HX0797.The geoid height was determined by GEOID03.
 HX0797
 HX0797.The dynamic height is computed by dividing the NAVD 88
 HX0797.geopotential number by the normal gravity value computed on the
 HX0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0797.degrees latitude (g = 980.6199 gals.).
 HX0797
 HX0797.The modeled gravity was interpolated from observed gravity values.
 HX0797
 HX0797;                    North         East    Units  Estimated Accuracy
 HX0797;SPC WV S     -   140,840.      664,510.      MT  (+/- 180 meters Scaled)
 HX0797
 HX0797                          SUPERSEDED SURVEY CONTROL
 HX0797
 HX0797  NGVD 29 (??/??/92) 1143.342  (m)         3751.11   (f) ADJ UNCH    2 0
 HX0797
 HX0797.Superseded values are not recommended for survey control.
 HX0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0797.See file dsdata.txt to determine how the superseded data were derived.
 HX0797
 HX0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC644356(NAD 83)
 HX0797_MARKER: DB = BENCH MARK DISK
 HX0797_SETTING: 80 = SET IN A BOULDER
 HX0797_SP_SET: BOULDER
 HX0797_STAMPING: Z 250 1962
 HX0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0797+STABILITY: SURFACE MOTION
 HX0797
 HX0797  HISTORY     - Date     Condition        Report By
 HX0797  HISTORY     - 1962     MONUMENTED       CGS
 HX0797
 HX0797                          STATION DESCRIPTION
 HX0797
 HX0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0797'14.9 MI SW FROM WOODROW.
 HX0797'1.35 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE WOODROW
 HX0797'GRADE SCHOOL, THENCE 13.55 MILES NORTHWEST AND SOUTHWEST ALONG
 HX0797'U.S. FORESTRY ROAD 76, SET ON TOP OF THE SOUTHWEST CORNER OF A
 HX0797'LARGE ROCK BOULDER ABOUT 20-BY 15-FOOT WIDE AND 4 1/2 FOOT HIGH,
 HX0797'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING TO THE SOUTHWEST
 HX0797'AND WEST, AT A POINT WHERE THE ROAD CROSSES THE LEFT FORK OF THE
 HX0797'CRANBERRY RIVER, 37 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HX0797'84 FEET SOUTHEAST OF THE EAST END OF A 4-FOOT GALVANIZED PIPE
 HX0797'CULVERT FOR THE LEFT FORK, 0.7 FEET NORTHEAST OF THE SOUTHWEST
 HX0797'CORNER OF THE ROCK, ABOUT 4 1/2 FEET ABOVE THE GROUND, AND ABOUT
 HX0797'3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0925 ***********************************************************************
 HX0925  DESIGNATION -  Z 251
 HX0925  PID         -  HX0925
 HX0925  STATE/COUNTY-  WV/POCAHONTAS
 HX0925  USGS QUAD   -  DROOP (1995)
 HX0925
 HX0925                         *CURRENT SURVEY CONTROL
 HX0925  ___________________________________________________________________
 HX0925* NAD 83(1986)-  38 04 16.     (N)    080 16 56.     (W)     SCALED    
 HX0925* NAVD 88     -       949.903  (meters)    3116.47   (feet)  ADJUSTED  
 HX0925  ___________________________________________________________________
 HX0925  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HX0925  DYNAMIC HT  -         949.108 (meters)    3113.87  (feet)  COMP
 HX0925  MODELED GRAV-     979,759.1   (mgal)                       NAVD 88
 HX0925
 HX0925  VERT ORDER  -  SECOND    CLASS 0
 HX0925
 HX0925.The horizontal coordinates were scaled from a topographic map and have
 HX0925.an estimated accuracy of +/- 6 seconds.
 HX0925
 HX0925.The orthometric height was determined by differential leveling
 HX0925.and adjusted by the National Geodetic Survey in June 1991..
 HX0925
 HX0925.The geoid height was determined by GEOID03.
 HX0925
 HX0925.The dynamic height is computed by dividing the NAVD 88
 HX0925.geopotential number by the normal gravity value computed on the
 HX0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0925.degrees latitude (g = 980.6199 gals.).
 HX0925
 HX0925.The modeled gravity was interpolated from observed gravity values.
 HX0925
 HX0925;                    North         East    Units  Estimated Accuracy
 HX0925;SPC WV S     -   119,120.      662,980.      MT  (+/- 180 meters Scaled)
 HX0925
 HX0925                          SUPERSEDED SURVEY CONTROL
 HX0925
 HX0925  NGVD 29 (??/??/92)  950.005  (m)         3116.81   (f) ADJ UNCH    2 0
 HX0925
 HX0925.Superseded values are not recommended for survey control.
 HX0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0925.See file dsdata.txt to determine how the superseded data were derived.
 HX0925
 HX0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC629139(NAD 83)
 HX0925_MARKER: DB = BENCH MARK DISK
 HX0925_SETTING: 80 = SET IN A BOULDER
 HX0925_SP_SET: BOULDER
 HX0925_STAMPING: Z 251 1962
 HX0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0925+STABILITY: SURFACE MOTION
 HX0925
 HX0925  HISTORY     - Date     Condition        Report By
 HX0925  HISTORY     - 1962     MONUMENTED       CGS
 HX0925  HISTORY     - 1973     MARK NOT FOUND   USGS
 HX0925
 HX0925                          STATION DESCRIPTION
 HX0925
 HX0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0925'0.4 MI E FROM DROOP.
 HX0925'0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 HX0925'DROOP, THENCE ABOUT 0.2 MILE NORTHEAST ALONG A GRAVEL ROAD, ON
 HX0925'THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHWEST AND
 HX0925'NORTHEAST, SET ON TOP OF A ROCK BOULDER THAT IS ABOUT 4-BY 6-FOOT
 HX0925'LONG THAT PROJECTS OUT OF THE GROUND, 15 FEET SOUTH OF THE CENTER
 HX0925'LINE OF THE ROAD, 1 FOOT NORTH OF THE SOUTH CORNER OF THE ROCK,
 HX0925'7 FEET NORTH OF A RAIL FENCE, AND ABOUT 1 FOOT ABOVE THE LEVEL
 HX0925'OF THE ROAD.
 HX0925
 HX0925                          STATION RECOVERY (1973)
 HX0925
 HX0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HX0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1862 ***********************************************************************
 HW1862  DESIGNATION -  Z 252
 HW1862  PID         -  HW1862
 HW1862  STATE/COUNTY-  WV/POCAHONTAS
 HW1862  USGS QUAD   -  CLOVER LICK (1995)
 HW1862
 HW1862                         *CURRENT SURVEY CONTROL
 HW1862  ___________________________________________________________________
 HW1862* NAD 83(1986)-  38 20 01.     (N)    079 59 36.     (W)     SCALED    
 HW1862* NAVD 88     -       717.550  (meters)    2354.16   (feet)  ADJUSTED  
 HW1862  ___________________________________________________________________
 HW1862  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HW1862  DYNAMIC HT  -         716.972 (meters)    2352.27  (feet)  COMP
 HW1862  MODELED GRAV-     979,799.8   (mgal)                       NAVD 88
 HW1862
 HW1862  VERT ORDER  -  SECOND    CLASS 0
 HW1862
 HW1862.The horizontal coordinates were scaled from a topographic map and have
 HW1862.an estimated accuracy of +/- 6 seconds.
 HW1862
 HW1862.The orthometric height was determined by differential leveling
 HW1862.and adjusted by the National Geodetic Survey in June 1991..
 HW1862
 HW1862.The geoid height was determined by GEOID03.
 HW1862
 HW1862.The dynamic height is computed by dividing the NAVD 88
 HW1862.geopotential number by the normal gravity value computed on the
 HW1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1862.degrees latitude (g = 980.6199 gals.).
 HW1862
 HW1862.The modeled gravity was interpolated from observed gravity values.
 HW1862
 HW1862;                    North         East    Units  Estimated Accuracy
 HW1862;SPC WV S     -   148,490.      688,010.      MT  (+/- 180 meters Scaled)
 HW1862
 HW1862                          SUPERSEDED SURVEY CONTROL
 HW1862
 HW1862  NGVD 29 (??/??/92)  717.619  (m)         2354.39   (f) ADJ UNCH    2 0
 HW1862
 HW1862.Superseded values are not recommended for survey control.
 HW1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1862.See file dsdata.txt to determine how the superseded data were derived.
 HW1862
 HW1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC879433(NAD 83)
 HW1862_MARKER: DB = BENCH MARK DISK
 HW1862_SETTING: 80 = SET IN A BOULDER
 HW1862_STAMPING: Z 252 1962
 HW1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1862+STABILITY: SURFACE MOTION
 HW1862
 HW1862  HISTORY     - Date     Condition        Report By
 HW1862  HISTORY     - 1962     MONUMENTED       CGS
 HW1862  HISTORY     - 1973     MARK NOT FOUND   USGS
 HW1862
 HW1862                          STATION DESCRIPTION
 HW1862
 HW1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1862'1.8 MI W FROM CLOVER LICK.
 HW1862'ABOUT 1.75 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST
 HW1862'OFFICE AT CLOVER LICK, ON THE INSIDE OF A CURVE WITH TANGENTS
 HW1862'EXTENDING NORTHWEST AND NORTHEAST, 15 FEET NORTH OF CENTER
 HW1862'LINE OF ROAD, ABOUT 6 FEET ABOVE LEVEL OF ROAD, AND SET ON
 HW1862'TOP OF SOUTHWEST END OF A 8 FOOT LONG-BY-3 FOOT HIGH EMBEDDED
 HW1862'BOULDER.
 HW1862
 HW1862                          STATION RECOVERY (1973)
 HW1862
 HW1862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HW1862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0058 ***********************************************************************
 HX0058  DESIGNATION -  Z 253
 HX0058  PID         -  HX0058
 HX0058  STATE/COUNTY-  WV/RANDOLPH
 HX0058  USGS QUAD   -  VALLEY HEAD (1995)
 HX0058
 HX0058                         *CURRENT SURVEY CONTROL
 HX0058  ___________________________________________________________________
 HX0058* NAD 83(1986)-  38 35 23.     (N)    080 01 18.     (W)     SCALED    
 HX0058* NAVD 88     -       678.362  (meters)    2225.59   (feet)  ADJUSTED  
 HX0058  ___________________________________________________________________
 HX0058  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HX0058  DYNAMIC HT  -         677.845 (meters)    2223.90  (feet)  COMP
 HX0058  MODELED GRAV-     979,843.4   (mgal)                       NAVD 88
 HX0058
 HX0058  VERT ORDER  -  FIRST     CLASS II
 HX0058
 HX0058.The horizontal coordinates were scaled from a topographic map and have
 HX0058.an estimated accuracy of +/- 6 seconds.
 HX0058
 HX0058.The orthometric height was determined by differential leveling
 HX0058.and adjusted by the National Geodetic Survey in June 1991..
 HX0058
 HX0058.The geoid height was determined by GEOID03.
 HX0058
 HX0058.The dynamic height is computed by dividing the NAVD 88
 HX0058.geopotential number by the normal gravity value computed on the
 HX0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0058.degrees latitude (g = 980.6199 gals.).
 HX0058
 HX0058.The modeled gravity was interpolated from observed gravity values.
 HX0058
 HX0058;                    North         East    Units  Estimated Accuracy
 HX0058;SPC WV S     -   176,890.      685,230.      MT  (+/- 180 meters Scaled)
 HX0058
 HX0058                          SUPERSEDED SURVEY CONTROL
 HX0058
 HX0058  NGVD 29 (??/??/92)  678.502  (m)         2226.05   (f) ADJ UNCH    1 2
 HX0058
 HX0058.Superseded values are not recommended for survey control.
 HX0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0058.See file dsdata.txt to determine how the superseded data were derived.
 HX0058
 HX0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC852717(NAD 83)
 HX0058_MARKER: DB = BENCH MARK DISK
 HX0058_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HX0058_STAMPING: Z 253 1962
 HX0058_MARK LOGO: CGS   
 HX0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0058+STABILITY: SURFACE MOTION
 HX0058
 HX0058  HISTORY     - Date     Condition        Report By
 HX0058  HISTORY     - 1962     MONUMENTED       CGS
 HX0058  HISTORY     - 1983     GOOD             NGS
 HX0058
 HX0058                          STATION DESCRIPTION
 HX0058
 HX0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0058'2.6 MI NE FROM VALLEY HEAD.
 HX0058'ABOUT 2.55 MILES NORTHEAST ALONG U.S. HIGHWAY 219 FROM THE
 HX0058'JUNCTION OF STATE HIGHWAY 15 AND U.S. HIGHWAY 219 AT VALLEY
 HX0058'HEAD, ABOUT 0.1 MILE NORTHEAST OF FRIENDSHIP BAPTIST CHURCH,
 HX0058'18 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 54 FEET SOUTHWEST
 HX0058'OF CENTER OF FARM HOUSE DRIVEWAY, ABOUT 2 FEET BELOW LEVEL OF
 HX0058'HIGHWAY, AND SET ON TOP OF NORTHEAST END OF SOUTHEAST HEAD
 HX0058'WALL OF A 6 FOOT CONCRETE BOX CULVERT.
 HX0058
 HX0058                          STATION RECOVERY (1983)
 HX0058
 HX0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HX0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1982 ***********************************************************************
 HW1982  DESIGNATION -  Z 254
 HW1982  PID         -  HW1982
 HW1982  STATE/COUNTY-  WV/RANDOLPH
 HW1982  USGS QUAD   -  SNYDER KNOB (1995)
 HW1982
 HW1982                         *CURRENT SURVEY CONTROL
 HW1982  ___________________________________________________________________
 HW1982* NAD 83(1986)-  38 37 27.     (N)    079 54 03.     (W)     SCALED    
 HW1982* NAVD 88     -      1113.021  (meters)    3651.64   (feet)  ADJUSTED  
 HW1982  ___________________________________________________________________
 HW1982  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 HW1982  DYNAMIC HT  -        1112.099 (meters)    3648.61  (feet)  COMP
 HW1982  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 HW1982
 HW1982  VERT ORDER  -  SECOND    CLASS 0
 HW1982
 HW1982.The horizontal coordinates were scaled from a topographic map and have
 HW1982.an estimated accuracy of +/- 6 seconds.
 HW1982
 HW1982.The orthometric height was determined by differential leveling
 HW1982.and adjusted by the National Geodetic Survey in June 1991..
 HW1982
 HW1982.The geoid height was determined by GEOID03.
 HW1982
 HW1982.The dynamic height is computed by dividing the NAVD 88
 HW1982.geopotential number by the normal gravity value computed on the
 HW1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1982.degrees latitude (g = 980.6199 gals.).
 HW1982
 HW1982.The modeled gravity was interpolated from observed gravity values.
 HW1982
 HW1982;                    North         East    Units  Estimated Accuracy
 HW1982;SPC WV S     -   180,840.      695,710.      MT  (+/- 180 meters Scaled)
 HW1982
 HW1982                          SUPERSEDED SURVEY CONTROL
 HW1982
 HW1982  NGVD 29 (??/??/92) 1113.085  (m)         3651.85   (f) ADJ UNCH    2 0
 HW1982
 HW1982.Superseded values are not recommended for survey control.
 HW1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1982.See file dsdata.txt to determine how the superseded data were derived.
 HW1982
 HW1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC956756(NAD 83)
 HW1982_MARKER: DB = BENCH MARK DISK
 HW1982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1982_SP_SET: CULVERT
 HW1982_STAMPING: Z 254 1962
 HW1982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1982
 HW1982  HISTORY     - Date     Condition        Report By
 HW1982  HISTORY     - 1962     MONUMENTED       CGS
 HW1982
 HW1982                          STATION DESCRIPTION
 HW1982
 HW1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1982'9.4 MI NW FROM DURBIN.
 HW1982'ABOUT 9.45 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE
 HW1982'POST OFFICE AT DURBIN, 18 FEET SOUTHWEST OF CENTER LINE OF
 HW1982'HIGHWAY, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY, AND SET ON TOP OF
 HW1982'NORTHWEST END OF SOUTHWEST HEAD WALL OF A 16 FOOT CONCRETE BOX
 HW1982'CULVERT OVER RED RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0740 ***********************************************************************
 HX0740  DESIGNATION -  Z 255
 HX0740  PID         -  HX0740
 HX0740  STATE/COUNTY-  WV/POCAHONTAS
 HX0740  USGS QUAD   -  WEBSTER SPRINGS SE (1995)
 HX0740
 HX0740                         *CURRENT SURVEY CONTROL
 HX0740  ___________________________________________________________________
 HX0740* NAD 83(1986)-  38 21 30.     (N)    080 15 58.     (W)     SCALED    
 HX0740* NAVD 88     -       865.835  (meters)    2840.66   (feet)  ADJUSTED  
 HX0740  ___________________________________________________________________
 HX0740  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HX0740  DYNAMIC HT  -         865.130 (meters)    2838.35  (feet)  COMP
 HX0740  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 HX0740
 HX0740  VERT ORDER  -  SECOND    CLASS 0
 HX0740
 HX0740.The horizontal coordinates were scaled from a topographic map and have
 HX0740.an estimated accuracy of +/- 6 seconds.
 HX0740
 HX0740.The orthometric height was determined by differential leveling
 HX0740.and adjusted by the National Geodetic Survey in June 1991..
 HX0740
 HX0740.The geoid height was determined by GEOID03.
 HX0740
 HX0740.The dynamic height is computed by dividing the NAVD 88
 HX0740.geopotential number by the normal gravity value computed on the
 HX0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0740.degrees latitude (g = 980.6199 gals.).
 HX0740
 HX0740.The modeled gravity was interpolated from observed gravity values.
 HX0740
 HX0740;                    North         East    Units  Estimated Accuracy
 HX0740;SPC WV S     -   151,010.      664,140.      MT  (+/- 180 meters Scaled)
 HX0740
 HX0740                          SUPERSEDED SURVEY CONTROL
 HX0740
 HX0740  NGVD 29 (??/??/92)  865.926  (m)         2840.96   (f) ADJ UNCH    2 0
 HX0740
 HX0740.Superseded values are not recommended for survey control.
 HX0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0740.See file dsdata.txt to determine how the superseded data were derived.
 HX0740
 HX0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC641458(NAD 83)
 HX0740_MARKER: DB = BENCH MARK DISK
 HX0740_SETTING: 66 = SET IN ROCK OUTCROP
 HX0740_SP_SET: EMBEDDED ROCK
 HX0740_STAMPING: Z 255 1962
 HX0740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0740+STABILITY: POSITION/ELEVATION WELL
 HX0740
 HX0740  HISTORY     - Date     Condition        Report By
 HX0740  HISTORY     - 1962     MONUMENTED       CGS
 HX0740
 HX0740                          STATION DESCRIPTION
 HX0740
 HX0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0740'16.2 MI SE FROM DYER.
 HX0740'16.2 MILES SOUTHEAST ALONG THE WILLIAMS RIVER ROAD AND U.S.
 HX0740'FORESTRY ROAD 86 FROM THE DYER METHODIST CHURCH AT DYER, ABOUT
 HX0740'35 YARDS SOUTHEAST OF THE SOUTH CORNER OF A 20-FOOT WOODEN
 HX0740'BRIDGE OVER BRIDGE CREEK, SET VERTICALLY IN THE SOUTHEAST FACE
 HX0740'OF A EMBEDDED ROCK THAT IS ABOUT 25-FOOT LONG BY 6-FOOT HIGH AT
 HX0740'THE EAST CORNER, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX0740'ROAD, 10 FEET SOUTHWEST OF THE EAST CORNER OF THE ROCK, 1 1/2
 HX0740'FEET ABOVE THE GROUND, AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0017 ***********************************************************************
 HX0017  DESIGNATION -  Z 256
 HX0017  PID         -  HX0017
 HX0017  STATE/COUNTY-  WV/WEBSTER
 HX0017  USGS QUAD   -  SKELT (1982)
 HX0017
 HX0017                         *CURRENT SURVEY CONTROL
 HX0017  ___________________________________________________________________
 HX0017* NAD 83(1986)-  38 32 20.     (N)    080 15 08.     (W)     SCALED    
 HX0017* NAVD 88     -       990.699  (meters)    3250.32   (feet)  ADJUSTED  
 HX0017  ___________________________________________________________________
 HX0017  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HX0017  DYNAMIC HT  -         989.890 (meters)    3247.66  (feet)  COMP
 HX0017  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 HX0017
 HX0017  VERT ORDER  -  SECOND    CLASS 0
 HX0017
 HX0017.The horizontal coordinates were scaled from a topographic map and have
 HX0017.an estimated accuracy of +/- 6 seconds.
 HX0017
 HX0017.The orthometric height was determined by differential leveling
 HX0017.and adjusted by the National Geodetic Survey in June 1991..
 HX0017
 HX0017.The geoid height was determined by GEOID03.
 HX0017
 HX0017.The dynamic height is computed by dividing the NAVD 88
 HX0017.geopotential number by the normal gravity value computed on the
 HX0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0017.degrees latitude (g = 980.6199 gals.).
 HX0017
 HX0017.The modeled gravity was interpolated from observed gravity values.
 HX0017
 HX0017;                    North         East    Units  Estimated Accuracy
 HX0017;SPC WV S     -   171,060.      665,190.      MT  (+/- 180 meters Scaled)
 HX0017
 HX0017                          SUPERSEDED SURVEY CONTROL
 HX0017
 HX0017  NGVD 29 (??/??/92)  990.802  (m)         3250.66   (f) ADJ UNCH    2 0
 HX0017
 HX0017.Superseded values are not recommended for survey control.
 HX0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0017.See file dsdata.txt to determine how the superseded data were derived.
 HX0017
 HX0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC651658(NAD 83)
 HX0017_MARKER: DB = BENCH MARK DISK
 HX0017_SETTING: 66 = SET IN ROCK OUTCROP
 HX0017_SP_SET: ROCK CUT
 HX0017_STAMPING: Z 256 1962
 HX0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0017+STABILITY: POSITION/ELEVATION WELL
 HX0017
 HX0017  HISTORY     - Date     Condition        Report By
 HX0017  HISTORY     - 1962     MONUMENTED       CGS
 HX0017
 HX0017                          STATION DESCRIPTION
 HX0017
 HX0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0017'1.6 MI W FROM WANETA.
 HX0017'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 HX0017'AT WANETA, 23 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, ABOUT
 HX0017'2 FEET ABOVE HIGHWAY LEVEL, ABOUT 2 1/2 FEET ABOVE GROUND, 87
 HX0017'FEET NORTHEAST OF SOUTHWEST END OF CUT, AND SET VERTICALLY IN
 HX0017'SOUTHEAST FACE OF LARGE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0591 ***********************************************************************
 HX0591  DESIGNATION -  Z 257
 HX0591  PID         -  HX0591
 HX0591  STATE/COUNTY-  WV/RANDOLPH
 HX0591  USGS QUAD   -  MINGO (1995)
 HX0591
 HX0591                         *CURRENT SURVEY CONTROL
 HX0591  ___________________________________________________________________
 HX0591* NAD 83(1986)-  38 29 16.     (N)    080 07 23.     (W)     SCALED    
 HX0591* NAVD 88     -       750.713  (meters)    2462.96   (feet)  ADJUSTED  
 HX0591  ___________________________________________________________________
 HX0591  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HX0591  DYNAMIC HT  -         750.115 (meters)    2461.00  (feet)  COMP
 HX0591  MODELED GRAV-     979,806.0   (mgal)                       NAVD 88
 HX0591
 HX0591  VERT ORDER  -  SECOND    CLASS 0
 HX0591
 HX0591.The horizontal coordinates were scaled from a topographic map and have
 HX0591.an estimated accuracy of +/- 6 seconds.
 HX0591
 HX0591.The orthometric height was determined by differential leveling
 HX0591.and adjusted by the National Geodetic Survey in June 1991..
 HX0591
 HX0591.The geoid height was determined by GEOID03.
 HX0591
 HX0591.The dynamic height is computed by dividing the NAVD 88
 HX0591.geopotential number by the normal gravity value computed on the
 HX0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0591.degrees latitude (g = 980.6199 gals.).
 HX0591
 HX0591.The modeled gravity was interpolated from observed gravity values.
 HX0591
 HX0591;                    North         East    Units  Estimated Accuracy
 HX0591;SPC WV S     -   165,490.      676,510.      MT  (+/- 180 meters Scaled)
 HX0591
 HX0591                          SUPERSEDED SURVEY CONTROL
 HX0591
 HX0591  NGVD 29 (??/??/92)  750.816  (m)         2463.30   (f) ADJ UNCH    2 0
 HX0591
 HX0591.Superseded values are not recommended for survey control.
 HX0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0591.See file dsdata.txt to determine how the superseded data were derived.
 HX0591
 HX0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC764603(NAD 83)
 HX0591_MARKER: DB = BENCH MARK DISK
 HX0591_SETTING: 66 = SET IN ROCK OUTCROP
 HX0591_SP_SET: ROCK CUT
 HX0591_STAMPING: Z 257 1962
 HX0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0591+STABILITY: POSITION/ELEVATION WELL
 HX0591
 HX0591  HISTORY     - Date     Condition        Report By
 HX0591  HISTORY     - 1962     MONUMENTED       CGS
 HX0591
 HX0591                          STATION DESCRIPTION
 HX0591
 HX0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0591'9.2 MI S FROM MONTERVILLE.
 HX0591'1.3 MILES EAST ALONG STATE HIGHWAY 15 FROM THE MONTERVILLE
 HX0591'SCHOOL, THENCE 7.9 MILES SOUTHWEST ALONG VALLEY FORK ROAD, SET
 HX0591'VERTICALLY IN THE SOUTHWEST FACE OF A LARGE ROCK CUT DIRECTLY
 HX0591'UNDER THE HIGHEST PART OF THE CUT, 1.9 FEET SOUTH OF THE NORTH
 HX0591'END OF THE ROCK, 23 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HX0591'1 FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 HX0591'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0178 ***********************************************************************
 HX0178  DESIGNATION -  Z 258
 HX0178  PID         -  HX0178
 HX0178  STATE/COUNTY-  WV/WEBSTER
 HX0178  USGS QUAD   -  DIANA (1982)
 HX0178
 HX0178                         *CURRENT SURVEY CONTROL
 HX0178  ___________________________________________________________________
 HX0178* NAD 83(1986)-  38 33 54.     (N)    080 25 12.     (W)     SCALED    
 HX0178* NAVD 88     -       452.855  (meters)    1485.74   (feet)  ADJUSTED  
 HX0178  ___________________________________________________________________
 HX0178  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HX0178  DYNAMIC HT  -         452.522 (meters)    1484.65  (feet)  COMP
 HX0178  MODELED GRAV-     979,878.7   (mgal)                       NAVD 88
 HX0178
 HX0178  VERT ORDER  -  SECOND    CLASS 0
 HX0178
 HX0178.The horizontal coordinates were scaled from a topographic map and have
 HX0178.an estimated accuracy of +/- 6 seconds.
 HX0178
 HX0178.The orthometric height was determined by differential leveling
 HX0178.and adjusted by the National Geodetic Survey in June 1991..
 HX0178
 HX0178.The geoid height was determined by GEOID03.
 HX0178
 HX0178.The dynamic height is computed by dividing the NAVD 88
 HX0178.geopotential number by the normal gravity value computed on the
 HX0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0178.degrees latitude (g = 980.6199 gals.).
 HX0178
 HX0178.The modeled gravity was interpolated from observed gravity values.
 HX0178
 HX0178;                    North         East    Units  Estimated Accuracy
 HX0178;SPC WV S     -   173,860.      650,550.      MT  (+/- 180 meters Scaled)
 HX0178
 HX0178                          SUPERSEDED SURVEY CONTROL
 HX0178
 HX0178  NGVD 29 (??/??/92)  453.010  (m)         1486.25   (f) ADJ UNCH    2 0
 HX0178
 HX0178.Superseded values are not recommended for survey control.
 HX0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0178.See file dsdata.txt to determine how the superseded data were derived.
 HX0178
 HX0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC505686(NAD 83)
 HX0178_MARKER: DB = BENCH MARK DISK
 HX0178_SETTING: 66 = SET IN ROCK OUTCROP
 HX0178_SP_SET: ROCK LEDGE
 HX0178_STAMPING: Z 258 1962
 HX0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0178+STABILITY: POSITION/ELEVATION WELL
 HX0178
 HX0178  HISTORY     - Date     Condition        Report By
 HX0178  HISTORY     - 1962     MONUMENTED       CGS
 HX0178
 HX0178                          STATION DESCRIPTION
 HX0178
 HX0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0178'1.8 MI E FROM DIANA.
 HX0178'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 HX0178'AT DIANA, ON THE OUTSIDE OF A CURVE WITH THE TANGENTS EXTENDING
 HX0178'NORTHEAST AND SOUTHWEST, SET VERTICALLY IN THE EAST FACE OF A
 HX0178'LARGE ROCK LEDGE, 47 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HX0178'121 1/2 FEET SOUTH OF THE NORTH END OF THE ROCK LEDGE, 63 FEET
 HX0178'NORTH OF THE NORTH EDGE OF THE WEST END OF A 24-INCH PIPE
 HX0178'CULVERT, 1 FOOT ABOVE THE GROUND LEVEL, AND ABOUT 6 FEET ABOVE
 HX0178'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1663 ***********************************************************************
 HX1663  DESIGNATION -  Z 259
 HX1663  PID         -  HX1663
 HX1663  STATE/COUNTY-  WV/WEBSTER
 HX1663  USGS QUAD   -  NEWVILLE (1976)
 HX1663
 HX1663                         *CURRENT SURVEY CONTROL
 HX1663  ___________________________________________________________________
 HX1663* NAD 83(1986)-  38 39 11.     (N)    080 30 01.     (W)     SCALED    
 HX1663* NAVD 88     -       320.982  (meters)    1053.09   (feet)  ADJUSTED  
 HX1663  ___________________________________________________________________
 HX1663  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 HX1663  DYNAMIC HT  -         320.763 (meters)    1052.37  (feet)  COMP
 HX1663  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 HX1663
 HX1663  VERT ORDER  -  SECOND    CLASS 0
 HX1663
 HX1663.The horizontal coordinates were scaled from a topographic map and have
 HX1663.an estimated accuracy of +/- 6 seconds.
 HX1663
 HX1663.The orthometric height was determined by differential leveling
 HX1663.and adjusted by the National Geodetic Survey in June 1991..
 HX1663
 HX1663.The geoid height was determined by GEOID03.
 HX1663
 HX1663.The dynamic height is computed by dividing the NAVD 88
 HX1663.geopotential number by the normal gravity value computed on the
 HX1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1663.degrees latitude (g = 980.6199 gals.).
 HX1663
 HX1663.The modeled gravity was interpolated from observed gravity values.
 HX1663
 HX1663;                    North         East    Units  Estimated Accuracy
 HX1663;SPC WV S     -   183,590.      643,500.      MT  (+/- 180 meters Scaled)
 HX1663
 HX1663                          SUPERSEDED SURVEY CONTROL
 HX1663
 HX1663  NGVD 29 (??/??/92)  321.162  (m)         1053.68   (f) ADJ UNCH    2 0
 HX1663
 HX1663.Superseded values are not recommended for survey control.
 HX1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1663.See file dsdata.txt to determine how the superseded data were derived.
 HX1663
 HX1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC434783(NAD 83)
 HX1663_MARKER: DB = BENCH MARK DISK
 HX1663_SETTING: 80 = SET IN A BOULDER
 HX1663_SP_SET: BOULDER
 HX1663_STAMPING: Z 259 1962
 HX1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1663+STABILITY: SURFACE MOTION
 HX1663
 HX1663  HISTORY     - Date     Condition        Report By
 HX1663  HISTORY     - 1962     MONUMENTED       CGS
 HX1663
 HX1663                          STATION DESCRIPTION
 HX1663
 HX1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1663'3.4 MI NW FROM GUARDIAN.
 HX1663'ABOUT 3.4 MILES NORTHWEST ALONG THE HOLLY RIVER ROAD THAT FOLLOWS
 HX1663'ALONG THE RIGHT FORK OF THE HOLLY RIVER FROM THE POST OFFICE AT
 HX1663'GUARDIAN, 0.1 MILE SOUTHEAST OF THE WEBSTER AND BRAXTON COUNTY
 HX1663'LINE, SET ON TOP OF AN EMBEDDED BOULDER THAT IS ABOUT 10 FEET
 HX1663'WIDE, 34 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 0.5
 HX1663'FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK, AND ABOUT 3
 HX1663'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0048 ***********************************************************************
 JX0048  DESIGNATION -  Z 26
 JX0048  PID         -  JX0048
 JX0048  STATE/COUNTY-  WV/MONONGALIA
 JX0048  USGS QUAD   -  OSAGE (1997)
 JX0048
 JX0048                         *CURRENT SURVEY CONTROL
 JX0048  ___________________________________________________________________
 JX0048* NAD 83(1986)-  39 42 49.     (N)    080 01 05.     (W)     SCALED    
 JX0048* NAVD 88     -       311.904  (meters)    1023.30   (feet)  ADJUSTED  
 JX0048  ___________________________________________________________________
 JX0048  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JX0048  DYNAMIC HT  -         311.723 (meters)    1022.71  (feet)  COMP
 JX0048  MODELED GRAV-     980,036.1   (mgal)                       NAVD 88
 JX0048
 JX0048  VERT ORDER  -  SECOND    CLASS 0
 JX0048
 JX0048.The horizontal coordinates were scaled from a topographic map and have
 JX0048.an estimated accuracy of +/- 6 seconds.
 JX0048
 JX0048.The orthometric height was determined by differential leveling
 JX0048.and adjusted by the National Geodetic Survey in June 1991..
 JX0048
 JX0048.The geoid height was determined by GEOID03.
 JX0048
 JX0048.The dynamic height is computed by dividing the NAVD 88
 JX0048.geopotential number by the normal gravity value computed on the
 JX0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0048.degrees latitude (g = 980.6199 gals.).
 JX0048
 JX0048.The modeled gravity was interpolated from observed gravity values.
 JX0048
 JX0048;                    North         East    Units  Estimated Accuracy
 JX0048;SPC WV N     -   134,860.      555,580.      MT  (+/- 180 meters Scaled)
 JX0048
 JX0048                          SUPERSEDED SURVEY CONTROL
 JX0048
 JX0048  NGVD 29 (??/??/92)  312.024  (m)         1023.70   (f) ADJ UNCH    2 0
 JX0048
 JX0048.Superseded values are not recommended for survey control.
 JX0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0048.See file dsdata.txt to determine how the superseded data were derived.
 JX0048
 JX0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND841964(NAD 83)
 JX0048_MARKER: DB = BENCH MARK DISK
 JX0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0048_STAMPING: Z 26 1935
 JX0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0048+STABILITY: SURFACE MOTION
 JX0048
 JX0048  HISTORY     - Date     Condition        Report By
 JX0048  HISTORY     - 1935     MONUMENTED       CGS
 JX0048  HISTORY     - 1957     MARK NOT FOUND   NGS
 JX0048
 JX0048                          STATION DESCRIPTION
 JX0048
 JX0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0048'3.9 MI NW FROM MAIDSVILLE.
 JX0048'3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 19 FROM MONONGAHELA RIVER
 JX0048'AT MAIDSVILLE, MONONGALIA COUNTY, 207 FEET NORTH OF A PRIVATE
 JX0048'STONE GARAGE ON THE SOUTHWEST SIDE OF THE HIGHWAY, 162 FEET
 JX0048'NORTHWEST OF A PRIVATE ROAD ON THE NORTHEAST SIDE OF THE HIGHWAY,
 JX0048'AND 33 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A
 JX0048'STANDARD DISK STAMPED Z 26 1935 AND SET IN THE TOP OF A CONCRETE
 JX0048'POST.  SEARCHED FOR BUT NOT RECOVERED IN FEBRUARY 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0278 ***********************************************************************
 HX0278  DESIGNATION -  Z 260
 HX0278  PID         -  HX0278
 HX0278  STATE/COUNTY-  WV/WEBSTER
 HX0278  USGS QUAD   -  SKELT (1982)
 HX0278
 HX0278                         *CURRENT SURVEY CONTROL
 HX0278  ___________________________________________________________________
 HX0278* NAD 83(1986)-  38 35 29.     (N)    080 16 08.     (W)     SCALED    
 HX0278* NAVD 88     -       939.490  (meters)    3082.31   (feet)  ADJUSTED  
 HX0278  ___________________________________________________________________
 HX0278  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HX0278  DYNAMIC HT  -         938.751 (meters)    3079.89  (feet)  COMP
 HX0278  MODELED GRAV-     979,809.4   (mgal)                       NAVD 88
 HX0278
 HX0278  VERT ORDER  -  SECOND    CLASS 0
 HX0278
 HX0278.The horizontal coordinates were scaled from a topographic map and have
 HX0278.an estimated accuracy of +/- 6 seconds.
 HX0278
 HX0278.The orthometric height was determined by differential leveling
 HX0278.and adjusted by the National Geodetic Survey in June 1991..
 HX0278
 HX0278.The geoid height was determined by GEOID03.
 HX0278
 HX0278.The dynamic height is computed by dividing the NAVD 88
 HX0278.geopotential number by the normal gravity value computed on the
 HX0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0278.degrees latitude (g = 980.6199 gals.).
 HX0278
 HX0278.The modeled gravity was interpolated from observed gravity values.
 HX0278
 HX0278;                    North         East    Units  Estimated Accuracy
 HX0278;SPC WV S     -   176,880.      663,690.      MT  (+/- 180 meters Scaled)
 HX0278
 HX0278                          SUPERSEDED SURVEY CONTROL
 HX0278
 HX0278  NGVD 29 (??/??/92)  939.62   (m)         3082.7    (f) COMPUTED    2 0
 HX0278
 HX0278.Superseded values are not recommended for survey control.
 HX0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0278.See file dsdata.txt to determine how the superseded data were derived.
 HX0278
 HX0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC636716(NAD 83)
 HX0278_MARKER: DB = BENCH MARK DISK
 HX0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX0278_STAMPING: Z 260 1962
 HX0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0278+STABILITY: SURFACE MOTION
 HX0278
 HX0278  HISTORY     - Date     Condition        Report By
 HX0278  HISTORY     - 1962     MONUMENTED       CGS
 HX0278
 HX0278                          STATION DESCRIPTION
 HX0278
 HX0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0278'6.3 MI SW FROM PICKENS.
 HX0278'ABOUT 6.3 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO SKELT
 HX0278'FROM THE POST OFFICE AT PICKENS, ON THE OUTSIDE OF A CURVE WITH
 HX0278'TANGENTS EXTENDING NORTHEAST AND SOUTH, 21 FEET WEST OF THE CENTER
 HX0278'LINE OF THE ROAD, 29 FEET SOUTH OF A 18-INCH HICKORY TREE, 2 FEET
 HX0278'NORTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 HX0278'IN THE TOP OF A CONCRETE POST THAT IS PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0300 ***********************************************************************
 HX0300  DESIGNATION -  Z 261
 HX0300  PID         -  HX0300
 HX0300  STATE/COUNTY-  WV/WEBSTER
 HX0300  USGS QUAD   -  GOSHEN (1987)
 HX0300
 HX0300                         *CURRENT SURVEY CONTROL
 HX0300  ___________________________________________________________________
 HX0300* NAD 83(1986)-  38 39 40.     (N)    080 17 28.     (W)     SCALED    
 HX0300* NAVD 88     -       841.601  (meters)    2761.15   (feet)  ADJUSTED  
 HX0300  ___________________________________________________________________
 HX0300  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HX0300  DYNAMIC HT  -         840.968 (meters)    2759.08  (feet)  COMP
 HX0300  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 HX0300
 HX0300  VERT ORDER  -  SECOND    CLASS 0
 HX0300
 HX0300.The horizontal coordinates were scaled from a topographic map and have
 HX0300.an estimated accuracy of +/- 6 seconds.
 HX0300
 HX0300.The orthometric height was determined by differential leveling
 HX0300.and adjusted by the National Geodetic Survey in June 1991..
 HX0300
 HX0300.The geoid height was determined by GEOID03.
 HX0300
 HX0300.The dynamic height is computed by dividing the NAVD 88
 HX0300.geopotential number by the normal gravity value computed on the
 HX0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0300.degrees latitude (g = 980.6199 gals.).
 HX0300
 HX0300.The modeled gravity was interpolated from observed gravity values.
 HX0300
 HX0300;                    North         East    Units  Estimated Accuracy
 HX0300;SPC WV S     -   184,600.      661,700.      MT  (+/- 180 meters Scaled)
 HX0300
 HX0300                          SUPERSEDED SURVEY CONTROL
 HX0300
 HX0300  NGVD 29 (??/??/92)  841.750  (m)         2761.64   (f) ADJ UNCH    2 0
 HX0300
 HX0300.Superseded values are not recommended for survey control.
 HX0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0300.See file dsdata.txt to determine how the superseded data were derived.
 HX0300
 HX0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC616794(NAD 83)
 HX0300_MARKER: DB = BENCH MARK DISK
 HX0300_SETTING: 80 = SET IN A BOULDER
 HX0300_SP_SET: BOULDER
 HX0300_STAMPING: Z 261 1962
 HX0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0300+STABILITY: SURFACE MOTION
 HX0300
 HX0300  HISTORY     - Date     Condition        Report By
 HX0300  HISTORY     - 1962     MONUMENTED       CGS
 HX0300
 HX0300                          STATION DESCRIPTION
 HX0300
 HX0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0300'6 MI W FROM PICKENS.
 HX0300'ABOUT 6.0 MILES NORTHWEST AND WEST ALONG A GRAVEL ROAD FROM THE
 HX0300'POST OFFICE AT PICKENS, SET ON TOP OF A ROCK THAT IS ABOUT
 HX0300'4-BY 6-FOOT LONG, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HX0300'ROAD, 2 FEET WEST OF THE EAST EDGE OF THE ROCK, 49 FEET SOUTHWEST
 HX0300'AND ACROSS THE ROAD FROM THE SOUTHEAST END OF A WOODEN GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0242 ***********************************************************************
 HX0242  DESIGNATION -  Z 262
 HX0242  PID         -  HX0242
 HX0242  STATE/COUNTY-  WV/WEBSTER
 HX0242  USGS QUAD   -  HACKER VALLEY (1967)
 HX0242
 HX0242                         *CURRENT SURVEY CONTROL
 HX0242  ___________________________________________________________________
 HX0242* NAD 83(1986)-  38 39 54.     (N)    080 28 21.     (W)     SCALED    
 HX0242* NAVD 88     -       328.437  (meters)    1077.55   (feet)  ADJUSTED  
 HX0242  ___________________________________________________________________
 HX0242  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HX0242  DYNAMIC HT  -         328.212 (meters)    1076.81  (feet)  COMP
 HX0242  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 HX0242
 HX0242  VERT ORDER  -  SECOND    CLASS 0
 HX0242
 HX0242.The horizontal coordinates were scaled from a topographic map and have
 HX0242.an estimated accuracy of +/- 6 seconds.
 HX0242
 HX0242.The orthometric height was determined by differential leveling
 HX0242.and adjusted by the National Geodetic Survey in June 1991..
 HX0242
 HX0242.The geoid height was determined by GEOID03.
 HX0242
 HX0242.The dynamic height is computed by dividing the NAVD 88
 HX0242.geopotential number by the normal gravity value computed on the
 HX0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0242.degrees latitude (g = 980.6199 gals.).
 HX0242
 HX0242.The modeled gravity was interpolated from observed gravity values.
 HX0242
 HX0242;                    North         East    Units  Estimated Accuracy
 HX0242;SPC WV S     -   184,930.      645,910.      MT  (+/- 180 meters Scaled)
 HX0242
 HX0242                          SUPERSEDED SURVEY CONTROL
 HX0242
 HX0242  NGVD 29 (??/??/92)  328.617  (m)         1078.14   (f) ADJ UNCH    2 0
 HX0242
 HX0242.Superseded values are not recommended for survey control.
 HX0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0242.See file dsdata.txt to determine how the superseded data were derived.
 HX0242
 HX0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC458797(NAD 83)
 HX0242_MARKER: DB = BENCH MARK DISK
 HX0242_SETTING: 66 = SET IN ROCK OUTCROP
 HX0242_SP_SET: ROCK PROJECTION
 HX0242_STAMPING: Z 262 1962
 HX0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0242+STABILITY: POSITION/ELEVATION WELL
 HX0242
 HX0242  HISTORY     - Date     Condition        Report By
 HX0242  HISTORY     - 1962     MONUMENTED       CGS
 HX0242
 HX0242                          STATION DESCRIPTION
 HX0242
 HX0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0242'6.2 MI NW FROM HACKER VALLEY.
 HX0242'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0242'OFFICE AT HACKER VALLEY, THENCE 6.1 MILES NORTH AND THEN WEST
 HX0242'ALONG REPLETE ROAD, SET ON TOP OF A ROCK THAT IS ABOUT 4-BY 6-FOOT
 HX0242'LONG AND PROJECTS OUT OF THE SOUTH BANK OF THE LEFT FORK OF THE
 HX0242'HOLLY RIVER, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1-FOOT
 HX0242'EAST OF THE WEST EDGE OF THE ROCK, AND IS ABOUT LEVEL WITH THE
 HX0242'ROAD.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING
 HX0242'3.6 MILES EAST ALONG THE ROAD THAT LEADS TO KANAWHA CAMP FROM
 HX0242'THE POST OFFICE AT NEWVILLE, THENCE 5.1 MILES NORTHEAST AND THEN
 HX0242'EAST ALONG THE HOLLY RIVER ROAD THAT FOLLOWS ALONG THE LEFT
 HX0242'FORK OF THE HOLLY RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1579 ***********************************************************************
 HX1579  DESIGNATION -  Z 263
 HX1579  PID         -  HX1579
 HX1579  STATE/COUNTY-  WV/BRAXTON
 HX1579  USGS QUAD   -  ERBACON (1976)
 HX1579
 HX1579                         *CURRENT SURVEY CONTROL
 HX1579  ___________________________________________________________________
 HX1579* NAD 83(1986)-  38 35 22.     (N)    080 35 07.     (W)     SCALED    
 HX1579* NAVD 88     -       326.748  (meters)    1072.01   (feet)  ADJUSTED  
 HX1579  ___________________________________________________________________
 HX1579  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HX1579  DYNAMIC HT  -         326.516 (meters)    1071.24  (feet)  COMP
 HX1579  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 HX1579
 HX1579  VERT ORDER  -  SECOND    CLASS 0
 HX1579
 HX1579.The horizontal coordinates were scaled from a topographic map and have
 HX1579.an estimated accuracy of +/- 6 seconds.
 HX1579
 HX1579.The orthometric height was determined by differential leveling
 HX1579.and adjusted by the National Geodetic Survey in June 1991..
 HX1579
 HX1579.The geoid height was determined by GEOID03.
 HX1579
 HX1579.The dynamic height is computed by dividing the NAVD 88
 HX1579.geopotential number by the normal gravity value computed on the
 HX1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1579.degrees latitude (g = 980.6199 gals.).
 HX1579
 HX1579.The modeled gravity was interpolated from observed gravity values.
 HX1579
 HX1579;                    North         East    Units  Estimated Accuracy
 HX1579;SPC WV S     -   176,490.      636,130.      MT  (+/- 180 meters Scaled)
 HX1579
 HX1579                          SUPERSEDED SURVEY CONTROL
 HX1579
 HX1579  NGVD 29 (??/??/92)  326.928  (m)         1072.60   (f) ADJ UNCH    2 0
 HX1579
 HX1579.Superseded values are not recommended for survey control.
 HX1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1579.See file dsdata.txt to determine how the superseded data were derived.
 HX1579
 HX1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC361713(NAD 83)
 HX1579_MARKER: DB = BENCH MARK DISK
 HX1579_SETTING: 80 = SET IN A BOULDER
 HX1579_SP_SET: BOULDER
 HX1579_STAMPING: Z 263 1962
 HX1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1579+STABILITY: SURFACE MOTION
 HX1579
 HX1579  HISTORY     - Date     Condition        Report By
 HX1579  HISTORY     - 1962     MONUMENTED       CGS
 HX1579
 HX1579                          STATION DESCRIPTION
 HX1579
 HX1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1579'2.2 MI S FROM CENTRALIA.
 HX1579'ABOUT 2.2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1579'THE STATION AT CENTRALIA, 350 FEET SOUTH OF A ROAD CROSSING, 325
 HX1579'FEET SOUTH OF POLE --- 100, 66 FEET WEST OF WEST RAIL, 5 FEET
 HX1579'BELOW LEVEL OF TRACK, AND SET ON TOP OF A 25 FOOT LONG-BY-15
 HX1579'FOOT WIDE BOULDER BETWEEN TRACK AND LAUREL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2072 ***********************************************************************
 HW2072  DESIGNATION -  Z 264
 HW2072  PID         -  HW2072
 HW2072  STATE/COUNTY-  WV/RANDOLPH
 HW2072  USGS QUAD   -  BEVERLY WEST (1995)
 HW2072
 HW2072                         *CURRENT SURVEY CONTROL
 HW2072  ___________________________________________________________________
 HW2072* NAD 83(1986)-  38 48 51.     (N)    079 52 38.     (W)     SCALED    
 HW2072* NAVD 88     -       598.629  (meters)    1964.00   (feet)  ADJUSTED  
 HW2072  ___________________________________________________________________
 HW2072  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HW2072  DYNAMIC HT  -         598.195 (meters)    1962.58  (feet)  COMP
 HW2072  MODELED GRAV-     979,883.2   (mgal)                       NAVD 88
 HW2072
 HW2072  VERT ORDER  -  FIRST     CLASS II
 HW2072
 HW2072.The horizontal coordinates were scaled from a topographic map and have
 HW2072.an estimated accuracy of +/- 6 seconds.
 HW2072
 HW2072.The orthometric height was determined by differential leveling
 HW2072.and adjusted by the National Geodetic Survey in June 1991..
 HW2072
 HW2072.The geoid height was determined by GEOID03.
 HW2072
 HW2072.The dynamic height is computed by dividing the NAVD 88
 HW2072.geopotential number by the normal gravity value computed on the
 HW2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2072.degrees latitude (g = 980.6199 gals.).
 HW2072
 HW2072.The modeled gravity was interpolated from observed gravity values.
 HW2072
 HW2072;                    North         East    Units  Estimated Accuracy
 HW2072;SPC WV S     -   201,950.      697,510.      MT  (+/- 180 meters Scaled)
 HW2072
 HW2072                          SUPERSEDED SURVEY CONTROL
 HW2072
 HW2072  NGVD 29 (??/??/92)  598.786  (m)         1964.52   (f) ADJ UNCH    1 2
 HW2072
 HW2072.Superseded values are not recommended for survey control.
 HW2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2072.See file dsdata.txt to determine how the superseded data were derived.
 HW2072
 HW2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC974967(NAD 83)
 HW2072_MARKER: DB = BENCH MARK DISK
 HW2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2072_STAMPING: Z 264 1962
 HW2072_MARK LOGO: CGS   
 HW2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2072+STABILITY: SURFACE MOTION
 HW2072
 HW2072  HISTORY     - Date     Condition        Report By
 HW2072  HISTORY     - 1962     MONUMENTED       CGS
 HW2072  HISTORY     - 1983     GOOD             NGS
 HW2072
 HW2072                          STATION DESCRIPTION
 HW2072
 HW2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2072'1.9 MI S FROM BEVERLY.
 HW2072'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 219 AND 250 FROM THE
 HW2072'POST OFFICE AT BEVERLY, AT A ROAD JUNCTION, 51 FEET SOUTHEAST OF
 HW2072'THE CENTER OF THE JUNCTION OF A BLACK TOP ROAD LEADING EAST,
 HW2072'37 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE BLACK TOP ROAD
 HW2072'LEADING EAST, 44 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HW2072'229 FEET NORTHWEST OF THE NORTHEAST CORNER OF A SMALL WHITE
 HW2072'FRAME HOUSE, 26 FEET SOUTHEAST OF A TELEPHONE POLE, 2 1/2 FEET
 HW2072'SOUTHEAST OF A STEEL WITNESS POST, AND IS SET IN THE TOP OF A
 HW2072'CONCRETE POST THAT IS PROJECTING ABOUT 2-INCHES.
 HW2072
 HW2072                          STATION RECOVERY (1983)
 HW2072
 HW2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW2072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1975 ***********************************************************************
 HW1975  DESIGNATION -  Z 265
 HW1975  PID         -  HW1975
 HW1975  STATE/COUNTY-  WV/RANDOLPH
 HW1975  USGS QUAD   -  MILL CREEK (1995)
 HW1975
 HW1975                         *CURRENT SURVEY CONTROL
 HW1975  ___________________________________________________________________
 HW1975* NAD 83(1986)-  38 39 13.     (N)    079 55 21.     (W)     SCALED    
 HW1975* NAVD 88     -       940.796  (meters)    3086.59   (feet)  ADJUSTED  
 HW1975  ___________________________________________________________________
 HW1975  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HW1975  DYNAMIC HT  -         940.045 (meters)    3084.13  (feet)  COMP
 HW1975  MODELED GRAV-     979,797.0   (mgal)                       NAVD 88
 HW1975
 HW1975  VERT ORDER  -  SECOND    CLASS 0
 HW1975
 HW1975.The horizontal coordinates were scaled from a topographic map and have
 HW1975.an estimated accuracy of +/- 6 seconds.
 HW1975
 HW1975.The orthometric height was determined by differential leveling
 HW1975.and adjusted by the National Geodetic Survey in June 1991..
 HW1975
 HW1975.The geoid height was determined by GEOID03.
 HW1975
 HW1975.The dynamic height is computed by dividing the NAVD 88
 HW1975.geopotential number by the normal gravity value computed on the
 HW1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1975.degrees latitude (g = 980.6199 gals.).
 HW1975
 HW1975.The modeled gravity was interpolated from observed gravity values.
 HW1975
 HW1975;                    North         East    Units  Estimated Accuracy
 HW1975;SPC WV S     -   184,080.      693,790.      MT  (+/- 180 meters Scaled)
 HW1975
 HW1975                          SUPERSEDED SURVEY CONTROL
 HW1975
 HW1975  NGVD 29 (??/??/92)  940.894  (m)         3086.92   (f) ADJ UNCH    2 0
 HW1975
 HW1975.Superseded values are not recommended for survey control.
 HW1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1975.See file dsdata.txt to determine how the superseded data were derived.
 HW1975
 HW1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC937788(NAD 83)
 HW1975_MARKER: DB = BENCH MARK DISK
 HW1975_SETTING: 66 = SET IN ROCK OUTCROP
 HW1975_SP_SET: ROCK CLIFF
 HW1975_STAMPING: Z 265 1962
 HW1975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1975+STABILITY: POSITION/ELEVATION WELL
 HW1975
 HW1975  HISTORY     - Date     Condition        Report By
 HW1975  HISTORY     - 1962     MONUMENTED       CGS
 HW1975
 HW1975                          STATION DESCRIPTION
 HW1975
 HW1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW1975'6.8 MI SE FROM HUTTONSVILLE.
 HW1975'ABOUT 6.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE
 HW1975'JUNCTION OF U.S. HIGHWAYS 219 AND 250 AT HUTTONSVILLE, 39 FEET
 HW1975'SOUTHWEST OF A CATCH BASIN, 42 FEET SOUTH OF CENTER LINE OF
 HW1975'HIGHWAY, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY, 35 FEET WEST OF
 HW1975'EAST END OF CLIFF, ABOUT 2 1/2 FEET ABOVE GROUND, AND SET
 HW1975'VERTICALLY IN THE NORTH FACE OF A 350 FOOT LONG-BY-15 FOOT HIGH
 HW1975'ROCK CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1500 ***********************************************************************
 HX1500  DESIGNATION -  Z 266
 HX1500  PID         -  HX1500
 HX1500  STATE/COUNTY-  WV/BRAXTON
 HX1500  USGS QUAD   -  BURNSVILLE (1989)
 HX1500
 HX1500                         *CURRENT SURVEY CONTROL
 HX1500  ___________________________________________________________________
 HX1500* NAD 83(1986)-  38 45 23.     (N)    080 39 04.     (W)     SCALED    
 HX1500* NAVD 88     -       271.411  (meters)     890.45   (feet)  ADJUSTED  
 HX1500  ___________________________________________________________________
 HX1500  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HX1500  DYNAMIC HT  -         271.230 (meters)     889.86  (feet)  COMP
 HX1500  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 HX1500
 HX1500  VERT ORDER  -  SECOND    CLASS 0
 HX1500
 HX1500.The horizontal coordinates were scaled from a topographic map and have
 HX1500.an estimated accuracy of +/- 6 seconds.
 HX1500
 HX1500.The orthometric height was determined by differential leveling
 HX1500.and adjusted by the National Geodetic Survey in June 1991..
 HX1500
 HX1500.The geoid height was determined by GEOID03.
 HX1500
 HX1500.The dynamic height is computed by dividing the NAVD 88
 HX1500.geopotential number by the normal gravity value computed on the
 HX1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1500.degrees latitude (g = 980.6199 gals.).
 HX1500
 HX1500.The modeled gravity was interpolated from observed gravity values.
 HX1500
 HX1500;                    North         East    Units  Estimated Accuracy
 HX1500;SPC WV S     -   195,000.      630,330.      MT  (+/- 180 meters Scaled)
 HX1500
 HX1500                          SUPERSEDED SURVEY CONTROL
 HX1500
 HX1500  NGVD 29 (??/??/92)  271.606  (m)          891.09   (f) ADJ UNCH    2 0
 HX1500
 HX1500.Superseded values are not recommended for survey control.
 HX1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1500.See file dsdata.txt to determine how the superseded data were derived.
 HX1500
 HX1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC303898(NAD 83)
 HX1500_MARKER: DB = BENCH MARK DISK
 HX1500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1500_SP_SET: CULVERT
 HX1500_STAMPING: Z 266 1962
 HX1500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1500
 HX1500  HISTORY     - Date     Condition        Report By
 HX1500  HISTORY     - 1962     MONUMENTED       CGS
 HX1500
 HX1500                          STATION DESCRIPTION
 HX1500
 HX1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1500'0.6 MI SW FROM HEATERS.
 HX1500'ABOUT 0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE POST
 HX1500'OFFICE AT HEATERS, 0.2 MILE SOUTHWEST OF A METHODIST CHURCH, SET
 HX1500'ON TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A
 HX1500'8-FOOT CONCRETE BOX CULVERT, 84 FEET NORTHEAST OF A PRIVATE DRIVE
 HX1500'LEADING SOUTHEAST, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HX1500'HIGHWAY, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0159 ***********************************************************************
 HX0159  DESIGNATION -  Z 267
 HX0159  PID         -  HX0159
 HX0159  STATE/COUNTY-  WV/UPSHUR
 HX0159  USGS QUAD   -  WALKERSVILLE (1976)
 HX0159
 HX0159                         *CURRENT SURVEY CONTROL
 HX0159  ___________________________________________________________________
 HX0159* NAD 83(1986)-  38 50 08.     (N)    080 23 39.     (W)     SCALED    
 HX0159* NAVD 88     -       474.542  (meters)    1556.89   (feet)  ADJUSTED  
 HX0159  ___________________________________________________________________
 HX0159  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HX0159  DYNAMIC HT  -         474.217 (meters)    1555.83  (feet)  COMP
 HX0159  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 HX0159
 HX0159  VERT ORDER  -  SECOND    CLASS 0
 HX0159
 HX0159.The horizontal coordinates were scaled from a topographic map and have
 HX0159.an estimated accuracy of +/- 6 seconds.
 HX0159
 HX0159.The orthometric height was determined by differential leveling
 HX0159.and adjusted by the National Geodetic Survey in June 1991..
 HX0159
 HX0159.The geoid height was determined by GEOID03.
 HX0159
 HX0159.The dynamic height is computed by dividing the NAVD 88
 HX0159.geopotential number by the normal gravity value computed on the
 HX0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0159.degrees latitude (g = 980.6199 gals.).
 HX0159
 HX0159.The modeled gravity was interpolated from observed gravity values.
 HX0159
 HX0159;                    North         East    Units  Estimated Accuracy
 HX0159;SPC WV S     -   203,910.      652,600.      MT  (+/- 180 meters Scaled)
 HX0159
 HX0159                          SUPERSEDED SURVEY CONTROL
 HX0159
 HX0159  NGVD 29 (??/??/92)  474.723  (m)         1557.49   (f) ADJ UNCH    2 0
 HX0159
 HX0159.Superseded values are not recommended for survey control.
 HX0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0159.See file dsdata.txt to determine how the superseded data were derived.
 HX0159
 HX0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC525987(NAD 83)
 HX0159_MARKER: DB = BENCH MARK DISK
 HX0159_SETTING: 66 = SET IN ROCK OUTCROP
 HX0159_SP_SET: ROCK LEDGE
 HX0159_STAMPING: Z 267 1962
 HX0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0159+STABILITY: POSITION/ELEVATION WELL
 HX0159
 HX0159  HISTORY     - Date     Condition        Report By
 HX0159  HISTORY     - 1962     MONUMENTED       CGS
 HX0159
 HX0159                          STATION DESCRIPTION
 HX0159
 HX0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0159'3.7 MI W FROM ROCK CAVE.
 HX0159'ABOUT 3.7 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE
 HX0159'AT ROCK CAVE, 0.1 MILE NORTHEAST OF THE LEWIS AND UPSHUR COUNTY
 HX0159'LINE, 0.2 MILE SOUTHWEST OF THE BOYD METHODIST CHURCH, SET
 HX0159'VERTICALLY IN THE NORTHWEST FACE OF A ROCK LEDGE THAT IS ABOUT
 HX0159'285 FEET LONG AND 10 FEET HIGH, 31 FEET NORTHEAST OF THE
 HX0159'SOUTHWEST END OF THE LEDGE, 23 FEET NORTHWEST OF THE CENTER
 HX0159'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HX0159'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0228 ***********************************************************************
 HX0228  DESIGNATION -  Z 268
 HX0228  PID         -  HX0228
 HX0228  STATE/COUNTY-  WV/WEBSTER
 HX0228  USGS QUAD   -  HACKER VALLEY (1967)
 HX0228
 HX0228                         *CURRENT SURVEY CONTROL
 HX0228  ___________________________________________________________________
 HX0228* NAD 83(1986)-  38 44 59.     (N)    080 24 19.     (W)     SCALED    
 HX0228* NAVD 88     -       469.869  (meters)    1541.56   (feet)  ADJUSTED  
 HX0228  ___________________________________________________________________
 HX0228  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HX0228  DYNAMIC HT  -         469.546 (meters)    1540.50  (feet)  COMP
 HX0228  MODELED GRAV-     979,926.7   (mgal)                       NAVD 88
 HX0228
 HX0228  VERT ORDER  -  SECOND    CLASS 0
 HX0228
 HX0228.The horizontal coordinates were scaled from a topographic map and have
 HX0228.an estimated accuracy of +/- 6 seconds.
 HX0228
 HX0228.The orthometric height was determined by differential leveling
 HX0228.and adjusted by the National Geodetic Survey in June 1991..
 HX0228
 HX0228.The geoid height was determined by GEOID03.
 HX0228
 HX0228.The dynamic height is computed by dividing the NAVD 88
 HX0228.geopotential number by the normal gravity value computed on the
 HX0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0228.degrees latitude (g = 980.6199 gals.).
 HX0228
 HX0228.The modeled gravity was interpolated from observed gravity values.
 HX0228
 HX0228;                    North         East    Units  Estimated Accuracy
 HX0228;SPC WV S     -   194,370.      651,700.      MT  (+/- 180 meters Scaled)
 HX0228
 HX0228                          SUPERSEDED SURVEY CONTROL
 HX0228
 HX0228  NGVD 29 (??/??/92)  470.047  (m)         1542.15   (f) ADJ UNCH    2 0
 HX0228
 HX0228.Superseded values are not recommended for survey control.
 HX0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0228.See file dsdata.txt to determine how the superseded data were derived.
 HX0228
 HX0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC516891(NAD 83)
 HX0228_MARKER: DB = BENCH MARK DISK
 HX0228_SETTING: 66 = SET IN ROCK OUTCROP
 HX0228_SP_SET: ROCK PROJECTION
 HX0228_STAMPING: Z 268 1962
 HX0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0228+STABILITY: POSITION/ELEVATION WELL
 HX0228
 HX0228  HISTORY     - Date     Condition        Report By
 HX0228  HISTORY     - 1962     MONUMENTED       CGS
 HX0228
 HX0228                          STATION DESCRIPTION
 HX0228
 HX0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0228'2.4 MI NW FROM CLEVELAND.
 HX0228'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE POST
 HX0228'OFFICE AT CLEVELAND, THENCE ABOUT 2.3 MILES NORTHWEST ALONG A
 HX0228'GRAVEL ROAD THAT FOLLOWS ALONG THE WEBSTER AND LEWIS COUNTY LINE,
 HX0228'0.3 MILE WEST OF A SMALL CEMETERY, SET ON TOP OF AN EMBEDDED
 HX0228'ROCK THAT IS ABOUT 10 FEET LONG AND PROJECTS OUT OF THE BANK,
 HX0228'13 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 HX0228'1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0203 ***********************************************************************
 HX0203  DESIGNATION -  Z 269
 HX0203  PID         -  HX0203
 HX0203  STATE/COUNTY-  WV/UPSHUR
 HX0203  USGS QUAD   -  HACKER VALLEY (1967)
 HX0203
 HX0203                         *CURRENT SURVEY CONTROL
 HX0203  ___________________________________________________________________
 HX0203* NAD 83(1986)-  38 44 28.     (N)    080 22 54.     (W)     SCALED    
 HX0203* NAVD 88     -       475.344  (meters)    1559.52   (feet)  ADJUSTED  
 HX0203  ___________________________________________________________________
 HX0203  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 HX0203  DYNAMIC HT  -         475.013 (meters)    1558.44  (feet)  COMP
 HX0203  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 HX0203
 HX0203  VERT ORDER  -  SECOND    CLASS 0
 HX0203
 HX0203.The horizontal coordinates were scaled from a topographic map and have
 HX0203.an estimated accuracy of +/- 6 seconds.
 HX0203
 HX0203.The orthometric height was determined by differential leveling
 HX0203.and adjusted by the National Geodetic Survey in June 1991..
 HX0203
 HX0203.The geoid height was determined by GEOID03.
 HX0203
 HX0203.The dynamic height is computed by dividing the NAVD 88
 HX0203.geopotential number by the normal gravity value computed on the
 HX0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0203.degrees latitude (g = 980.6199 gals.).
 HX0203
 HX0203.The modeled gravity was interpolated from observed gravity values.
 HX0203
 HX0203;                    North         East    Units  Estimated Accuracy
 HX0203;SPC WV S     -   193,430.      653,760.      MT  (+/- 180 meters Scaled)
 HX0203
 HX0203                          SUPERSEDED SURVEY CONTROL
 HX0203
 HX0203  NGVD 29 (??/??/92)  475.519  (m)         1560.10   (f) ADJ UNCH    2 0
 HX0203
 HX0203.Superseded values are not recommended for survey control.
 HX0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0203.See file dsdata.txt to determine how the superseded data were derived.
 HX0203
 HX0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC537882(NAD 83)
 HX0203_MARKER: DB = BENCH MARK DISK
 HX0203_SETTING: 66 = SET IN ROCK OUTCROP
 HX0203_SP_SET: ROCK CUT
 HX0203_STAMPING: Z 269 1962
 HX0203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0203+STABILITY: POSITION/ELEVATION WELL
 HX0203
 HX0203  HISTORY     - Date     Condition        Report By
 HX0203  HISTORY     - 1962     MONUMENTED       CGS
 HX0203
 HX0203                          STATION DESCRIPTION
 HX0203
 HX0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0203'1.2 MI NE FROM CLEVELAND.
 HX0203'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 HX0203'OFFICE AT CLEVELAND, SET VERTICALLY IN THE SOUTH FACE OF A
 HX0203'ROCK CUT THAT IS ABOUT 125 FEET LONG AND 25 FEET HIGH, 75 FEET
 HX0203'EAST OF THE WEST END OF THE ROCK CUT, 26 FEET NORTH OF THE
 HX0203'CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET ABOVE THE LEVEL
 HX0203'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0883 ***********************************************************************
 JW0883  DESIGNATION -  Z 27
 JW0883  PID         -  JW0883
 JW0883  STATE/COUNTY-  WV/MONONGALIA
 JW0883  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW0883
 JW0883                         *CURRENT SURVEY CONTROL
 JW0883  ___________________________________________________________________
 JW0883* NAD 83(1986)-  39 35 14.     (N)    079 58 39.     (W)     SCALED    
 JW0883* NAVD 88     -       253.269  (meters)     830.93   (feet)  POSTED    
 JW0883  ___________________________________________________________________
 JW0883  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JW0883  DYNAMIC HT  -         253.120 (meters)     830.44  (feet)  COMP
 JW0883  MODELED GRAV-     980,016.2   (mgal)                       NAVD 88
 JW0883
 JW0883  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JW0883
 JW0883.The horizontal coordinates were scaled from a topographic map and have
 JW0883.an estimated accuracy of +/- 6 seconds.
 JW0883
 JW0883.The orthometric height was determined by differential leveling
 JW0883.and adjusted by the National Geodetic Survey in 1992..
 JW0883.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JW0883.rate of 0.0 thru 1.0 mm/km.
 JW0883
 JW0883.The geoid height was determined by GEOID03.
 JW0883
 JW0883.The dynamic height is computed by dividing the NAVD 88
 JW0883.geopotential number by the normal gravity value computed on the
 JW0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0883.degrees latitude (g = 980.6199 gals.).
 JW0883
 JW0883.The modeled gravity was interpolated from observed gravity values.
 JW0883
 JW0883;                    North         East    Units  Estimated Accuracy
 JW0883;SPC WV N     -   120,810.      558,980.      MT  (+/- 180 meters Scaled)
 JW0883
 JW0883                          SUPERSEDED SURVEY CONTROL
 JW0883
 JW0883  NGVD 29 (??/??/92)  253.390  (m)          831.33   (f) ADJ UNCH    1 2
 JW0883
 JW0883.Superseded values are not recommended for survey control.
 JW0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0883.See file dsdata.txt to determine how the superseded data were derived.
 JW0883
 JW0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND878824(NAD 83)
 JW0883_MARKER: DB = BENCH MARK DISK
 JW0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0883_STAMPING: Z 27 1935
 JW0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0883+STABILITY: SURFACE MOTION
 JW0883
 JW0883  HISTORY     - Date     Condition        Report By
 JW0883  HISTORY     - 1935     MONUMENTED       CGS
 JW0883  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0883
 JW0883                          STATION DESCRIPTION
 JW0883
 JW0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0883'3.8 MI SW FROM MORGANTOWN.
 JW0883'3.8 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0883'THE STATION AT MORGANTOWN, MONONGALIA COUNTY, AT UFFINGTON, 150
 JW0883'FEET WEST OF THE WEST END OF BRIDGE 364, 60 FEET NORTHEAST OF
 JW0883'POLE 106+4, 27 FEET SOUTH OF THE SOUTH RAIL, AND 24 FEET NORTH
 JW0883'OF THE CENTER OF A ROAD WHICH TURNS TO THE WEST.  A STANDARD DISK,
 JW0883'STAMPED Z 27 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JW0883
 JW0883                          STATION RECOVERY (1983)
 JW0883
 JW0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0883'NOT RECOVERED, BELIEVED DESTROYED BY ROAD GRADING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1550 ***********************************************************************
 HX1550  DESIGNATION -  Z 270
 HX1550  PID         -  HX1550
 HX1550  STATE/COUNTY-  WV/LEWIS
 HX1550  USGS QUAD   -  ORLANDO (1989)
 HX1550
 HX1550                         *CURRENT SURVEY CONTROL
 HX1550  ___________________________________________________________________
 HX1550* NAD 83(1986)-  38 51 32.     (N)    080 34 52.     (W)     SCALED    
 HX1550* NAVD 88     -       244.009  (meters)     800.55   (feet)  ADJUSTED  
 HX1550  ___________________________________________________________________
 HX1550  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HX1550  DYNAMIC HT  -         243.851 (meters)     800.03  (feet)  COMP
 HX1550  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 HX1550
 HX1550  VERT ORDER  -  SECOND    CLASS 0
 HX1550
 HX1550.The horizontal coordinates were scaled from a topographic map and have
 HX1550.an estimated accuracy of +/- 6 seconds.
 HX1550
 HX1550.The orthometric height was determined by differential leveling
 HX1550.and adjusted by the National Geodetic Survey in June 1991..
 HX1550
 HX1550.The geoid height was determined by GEOID03.
 HX1550
 HX1550.The dynamic height is computed by dividing the NAVD 88
 HX1550.geopotential number by the normal gravity value computed on the
 HX1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1550.degrees latitude (g = 980.6199 gals.).
 HX1550
 HX1550.The modeled gravity was interpolated from observed gravity values.
 HX1550
 HX1550;                    North         East    Units  Estimated Accuracy
 HX1550;SPC WV S     -   206,410.      636,360.      MT  (+/- 180 meters Scaled)
 HX1550
 HX1550                          SUPERSEDED SURVEY CONTROL
 HX1550
 HX1550  NGVD 29 (??/??/92)  244.209  (m)          801.21   (f) ADJ UNCH    2 0
 HX1550
 HX1550.Superseded values are not recommended for survey control.
 HX1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1550.See file dsdata.txt to determine how the superseded data were derived.
 HX1550
 HX1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND363012(NAD 83)
 HX1550_MARKER: DB = BENCH MARK DISK
 HX1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1550_STAMPING: Z 270 1962
 HX1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1550+STABILITY: SURFACE MOTION
 HX1550
 HX1550  HISTORY     - Date     Condition        Report By
 HX1550  HISTORY     - 1962     MONUMENTED       CGS
 HX1550
 HX1550                          STATION DESCRIPTION
 HX1550
 HX1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX1550'1 MI E FROM ORLANDO.
 HX1550'ABOUT 1.0 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX1550'THE POST OFFICE AT ORLANDO, ON THE INSIDE OF A SMALL CURVE WITH
 HX1550'THE TANGENTS EXTENDING TO THE NORTHWEST AND NORTHEAST, 3 1/2
 HX1550'FEET WEST OF A TELEPHONE POLE AND IN LINE WITH A ROW OF POLES,
 HX1550'150 FEET SOUTH OF A FARM HOUSE, 27 FEET NORTH OF THE NORTH RAIL,
 HX1550'19 FEET SOUTH OF THE CENTER LINE OF A BLACK TOP ROAD THAT
 HX1550'FOLLOWS ALONG THE TRACK AT THIS POINT, 42 FEET WEST OF A ROAD
 HX1550'CROSSING, 1 1/2 FEET EAST OF A STEEL WITNESS POST, ABOUT 6 FEET
 HX1550'ABOVE THE LEVEL OF THE TRACK, AND IS SET IN THE TOP OF A CONCRETE
 HX1550'POST THAT IS PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0352 ***********************************************************************
 HX0352  DESIGNATION -  Z 271
 HX0352  PID         -  HX0352
 HX0352  STATE/COUNTY-  WV/UPSHUR
 HX0352  USGS QUAD   -  ALTON (1989)
 HX0352
 HX0352                         *CURRENT SURVEY CONTROL
 HX0352  ___________________________________________________________________
 HX0352* NAD 83(1986)-  38 45 12.     (N)    080 14 15.     (W)     SCALED    
 HX0352* NAVD 88     -       574.624  (meters)    1885.25   (feet)  ADJUSTED  
 HX0352  ___________________________________________________________________
 HX0352  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HX0352  DYNAMIC HT  -         574.198 (meters)    1883.85  (feet)  COMP
 HX0352  MODELED GRAV-     979,869.0   (mgal)                       NAVD 88
 HX0352
 HX0352  VERT ORDER  -  SECOND    CLASS 0
 HX0352
 HX0352.The horizontal coordinates were scaled from a topographic map and have
 HX0352.an estimated accuracy of +/- 6 seconds.
 HX0352
 HX0352.The orthometric height was determined by differential leveling
 HX0352.and adjusted by the National Geodetic Survey in June 1991..
 HX0352
 HX0352.The geoid height was determined by GEOID03.
 HX0352
 HX0352.The dynamic height is computed by dividing the NAVD 88
 HX0352.geopotential number by the normal gravity value computed on the
 HX0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0352.degrees latitude (g = 980.6199 gals.).
 HX0352
 HX0352.The modeled gravity was interpolated from observed gravity values.
 HX0352
 HX0352;                    North         East    Units  Estimated Accuracy
 HX0352;SPC WV S     -   194,880.      666,280.      MT  (+/- 180 meters Scaled)
 HX0352
 HX0352                          SUPERSEDED SURVEY CONTROL
 HX0352
 HX0352  NGVD 29 (??/??/92)  574.770  (m)         1885.72   (f) ADJ UNCH    2 0
 HX0352
 HX0352.Superseded values are not recommended for survey control.
 HX0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0352.See file dsdata.txt to determine how the superseded data were derived.
 HX0352
 HX0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC662896(NAD 83)
 HX0352_MARKER: DB = BENCH MARK DISK
 HX0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0352_SP_SET: ABUTMENT
 HX0352_STAMPING: Z 271 1962
 HX0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0352
 HX0352  HISTORY     - Date     Condition        Report By
 HX0352  HISTORY     - 1962     MONUMENTED       CGS
 HX0352
 HX0352                          STATION DESCRIPTION
 HX0352
 HX0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0352'AT SELBYVILLE.
 HX0352'AT SELBYVILLE, SET ON TOP OF THE EAST END OF THE SOUTH CONCRETE
 HX0352'ABUTMENT OF A CONCRETE BRIDGE OVER BENS RUN, ABOUT 110 YARDS
 HX0352'SOUTHWEST OF THE POST OFFICE AND GROCERY STORE COMBINED, 10
 HX0352'FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 61 FEET SOUTH
 HX0352'OF THE CENTER OF THE JUNCTION OF A BLACK TOP ROAD EAST AND WEST
 HX0352'AND A GRAVEL ROAD SOUTH, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 HX0352'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0322 ***********************************************************************
 HX0322  DESIGNATION -  Z 272
 HX0322  PID         -  HX0322
 HX0322  STATE/COUNTY-  WV/UPSHUR
 HX0322  USGS QUAD   -  ROCK CAVE (1966)
 HX0322
 HX0322                         *CURRENT SURVEY CONTROL
 HX0322  ___________________________________________________________________
 HX0322* NAD 83(1986)-  38 48 49.     (N)    080 19 06.     (W)     SCALED    
 HX0322* NAVD 88     -       488.130  (meters)    1601.47   (feet)  ADJUSTED  
 HX0322  ___________________________________________________________________
 HX0322  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HX0322  DYNAMIC HT  -         487.783 (meters)    1600.33  (feet)  COMP
 HX0322  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 HX0322
 HX0322  VERT ORDER  -  SECOND    CLASS 0
 HX0322
 HX0322.The horizontal coordinates were scaled from a topographic map and have
 HX0322.an estimated accuracy of +/- 6 seconds.
 HX0322
 HX0322.The orthometric height was determined by differential leveling
 HX0322.and adjusted by the National Geodetic Survey in June 1991..
 HX0322
 HX0322.The geoid height was determined by GEOID03.
 HX0322
 HX0322.The dynamic height is computed by dividing the NAVD 88
 HX0322.geopotential number by the normal gravity value computed on the
 HX0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0322.degrees latitude (g = 980.6199 gals.).
 HX0322
 HX0322.The modeled gravity was interpolated from observed gravity values.
 HX0322
 HX0322;                    North         East    Units  Estimated Accuracy
 HX0322;SPC WV S     -   201,520.      659,200.      MT  (+/- 180 meters Scaled)
 HX0322
 HX0322                          SUPERSEDED SURVEY CONTROL
 HX0322
 HX0322  NGVD 29 (??/??/92)  488.297  (m)         1602.02   (f) ADJ UNCH    2 0
 HX0322
 HX0322.Superseded values are not recommended for survey control.
 HX0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0322.See file dsdata.txt to determine how the superseded data were derived.
 HX0322
 HX0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC591963(NAD 83)
 HX0322_MARKER: DB = BENCH MARK DISK
 HX0322_SETTING: 80 = SET IN A BOULDER
 HX0322_SP_SET: BOULDER
 HX0322_STAMPING: Z 272 1962
 HX0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0322+STABILITY: SURFACE MOTION
 HX0322
 HX0322  HISTORY     - Date     Condition        Report By
 HX0322  HISTORY     - 1962     MONUMENTED       CGS
 HX0322
 HX0322                          STATION DESCRIPTION
 HX0322
 HX0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0322'1.7 MI E FROM STILLMAN.
 HX0322'ABOUT 1.7 MILES EAST ALONG A GRAVEL ROAD FROM THE NORTH END OF A
 HX0322'CONCRETE BRIDGE OVER LITTLE KANAWHA RIVER AT STILLMAN, AT A POINT
 HX0322'WHERE A POWER LINE CROSSES THE ROAD, ON TOP OF AN EMBEDDED ROCK
 HX0322'THAT IS 8-BY 39-FOOT LONG AND 4-FOOT HIGH, 26 FEET NORTH OF THE
 HX0322'CENTER LINE OF THE ROAD, 57 FEET NORTH OF THE NORTH BANK OF THE
 HX0322'LITTLE KANAWHA RIVER, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HX0322'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0449 ***********************************************************************
 HX0449  DESIGNATION -  Z 273
 HX0449  PID         -  HX0449
 HX0449  STATE/COUNTY-  WV/UPSHUR
 HX0449  USGS QUAD   -  ALTON (1989)
 HX0449
 HX0449                         *CURRENT SURVEY CONTROL
 HX0449  ___________________________________________________________________
 HX0449* NAD 83(1986)-  38 47 36.     (N)    080 08 04.     (W)     SCALED    
 HX0449* NAVD 88     -       835.316  (meters)    2740.53   (feet)  ADJUSTED  
 HX0449  ___________________________________________________________________
 HX0449  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HX0449  DYNAMIC HT  -         834.728 (meters)    2738.60  (feet)  COMP
 HX0449  MODELED GRAV-     979,894.7   (mgal)                       NAVD 88
 HX0449
 HX0449  VERT ORDER  -  SECOND    CLASS 0
 HX0449
 HX0449.The horizontal coordinates were scaled from a topographic map and have
 HX0449.an estimated accuracy of +/- 6 seconds.
 HX0449
 HX0449.The orthometric height was determined by differential leveling
 HX0449.and adjusted by the National Geodetic Survey in June 1991..
 HX0449
 HX0449.The geoid height was determined by GEOID03.
 HX0449
 HX0449.The dynamic height is computed by dividing the NAVD 88
 HX0449.geopotential number by the normal gravity value computed on the
 HX0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0449.degrees latitude (g = 980.6199 gals.).
 HX0449
 HX0449.The modeled gravity was interpolated from observed gravity values.
 HX0449
 HX0449;                    North         East    Units  Estimated Accuracy
 HX0449;SPC WV S     -   199,400.      675,200.      MT  (+/- 180 meters Scaled)
 HX0449
 HX0449                          SUPERSEDED SURVEY CONTROL
 HX0449
 HX0449  NGVD 29 (??/??/92)  835.487  (m)         2741.09   (f) ADJ UNCH    2 0
 HX0449
 HX0449.Superseded values are not recommended for survey control.
 HX0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0449.See file dsdata.txt to determine how the superseded data were derived.
 HX0449
 HX0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC751941(NAD 83)
 HX0449_MARKER: DB = BENCH MARK DISK
 HX0449_SETTING: 80 = SET IN A BOULDER
 HX0449_SP_SET: BOULDER
 HX0449_STAMPING: Z 273 1962
 HX0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0449+STABILITY: SURFACE MOTION
 HX0449
 HX0449  HISTORY     - Date     Condition        Report By
 HX0449  HISTORY     - 1962     MONUMENTED       CGS
 HX0449
 HX0449                          STATION DESCRIPTION
 HX0449
 HX0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0449'1.5 MI N FROM HEMLOCK.
 HX0449'ABOUT 0.7 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 HX0449'AT HEMLOCK, THENCE ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD,
 HX0449'SET VERTICALLY IN THE EAST FACE OF AN EMBEDDED BOULDER THAT IS
 HX0449'ABOUT 50-BY 65-FOOT LONG AND 8-FOOT HIGH, THE ROCK IS IN AN OPEN
 HX0449'PASTURE FIELD, 170 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HX0449'170 FEET WEST OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD
 HX0449'LEADING SOUTH, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0473 ***********************************************************************
 HX0473  DESIGNATION -  Z 274
 HX0473  PID         -  HX0473
 HX0473  STATE/COUNTY-  WV/RANDOLPH
 HX0473  USGS QUAD   -  ELLAMORE (1987)
 HX0473
 HX0473                         *CURRENT SURVEY CONTROL
 HX0473  ___________________________________________________________________
 HX0473* NAD 83(1986)-  38 52 49.     (N)    080 05 03.     (W)     SCALED    
 HX0473* NAVD 88     -       598.388  (meters)    1963.21   (feet)  ADJUSTED  
 HX0473  ___________________________________________________________________
 HX0473  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 HX0473  DYNAMIC HT  -         597.961 (meters)    1961.81  (feet)  COMP
 HX0473  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 HX0473
 HX0473  VERT ORDER  -  SECOND    CLASS 0
 HX0473
 HX0473.The horizontal coordinates were scaled from a topographic map and have
 HX0473.an estimated accuracy of +/- 6 seconds.
 HX0473
 HX0473.The orthometric height was determined by differential leveling
 HX0473.and adjusted by the National Geodetic Survey in June 1991..
 HX0473
 HX0473.The geoid height was determined by GEOID03.
 HX0473
 HX0473.The dynamic height is computed by dividing the NAVD 88
 HX0473.geopotential number by the normal gravity value computed on the
 HX0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0473.degrees latitude (g = 980.6199 gals.).
 HX0473
 HX0473.The modeled gravity was interpolated from observed gravity values.
 HX0473
 HX0473;                    North         East    Units  Estimated Accuracy
 HX0473;SPC WV S     -   209,090.      679,470.      MT  (+/- 180 meters Scaled)
 HX0473
 HX0473                          SUPERSEDED SURVEY CONTROL
 HX0473
 HX0473  NGVD 29 (??/??/92)  598.549  (m)         1963.74   (f) ADJ UNCH    2 0
 HX0473
 HX0473.Superseded values are not recommended for survey control.
 HX0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0473.See file dsdata.txt to determine how the superseded data were derived.
 HX0473
 HX0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND794038(NAD 83)
 HX0473_MARKER: DB = BENCH MARK DISK
 HX0473_SETTING: 80 = SET IN A BOULDER
 HX0473_SP_SET: BOULDER
 HX0473_STAMPING: Z 274 1962
 HX0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0473+STABILITY: SURFACE MOTION
 HX0473
 HX0473  HISTORY     - Date     Condition        Report By
 HX0473  HISTORY     - 1962     MONUMENTED       CGS
 HX0473
 HX0473                          STATION DESCRIPTION
 HX0473
 HX0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0473'4.5 MI S FROM ELLAMORE.
 HX0473'ABOUT 4.5 MILE SOUTH ALONG A BLACK TOP ROAD AND GRAVEL ROAD
 HX0473'THAT FOLLOWS ALONG THE EAST SIDE OF THE MIDDLE FORK RIVER FROM THE
 HX0473'POST OFFICE AT ELLAMORE, SET VERTICALLY IN THE NORTHWEST FACE
 HX0473'OF AN EMBEDDED BOULDER THAT IS ABOUT 6-FOOT LONG AND 3-FOOT HIGH,
 HX0473'11 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2
 HX0473'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0416 ***********************************************************************
 HX0416  DESIGNATION -  Z 275
 HX0416  PID         -  HX0416
 HX0416  STATE/COUNTY-  WV/RANDOLPH
 HX0416  USGS QUAD   -  CASSITY (1977)
 HX0416
 HX0416                         *CURRENT SURVEY CONTROL
 HX0416  ___________________________________________________________________
 HX0416* NAD 83(1986)-  38 46 40.     (N)    080 01 50.     (W)     SCALED    
 HX0416* NAVD 88     -       683.418  (meters)    2242.18   (feet)  ADJUSTED  
 HX0416  ___________________________________________________________________
 HX0416  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HX0416  DYNAMIC HT  -         682.908 (meters)    2240.51  (feet)  COMP
 HX0416  MODELED GRAV-     979,860.4   (mgal)                       NAVD 88
 HX0416
 HX0416  VERT ORDER  -  SECOND    CLASS 0
 HX0416
 HX0416.The horizontal coordinates were scaled from a topographic map and have
 HX0416.an estimated accuracy of +/- 6 seconds.
 HX0416
 HX0416.The orthometric height was determined by differential leveling
 HX0416.and adjusted by the National Geodetic Survey in June 1991..
 HX0416
 HX0416.The geoid height was determined by GEOID03.
 HX0416
 HX0416.The dynamic height is computed by dividing the NAVD 88
 HX0416.geopotential number by the normal gravity value computed on the
 HX0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0416.degrees latitude (g = 980.6199 gals.).
 HX0416
 HX0416.The modeled gravity was interpolated from observed gravity values.
 HX0416
 HX0416;                    North         East    Units  Estimated Accuracy
 HX0416;SPC WV S     -   197,760.      684,240.      MT  (+/- 180 meters Scaled)
 HX0416
 HX0416                          SUPERSEDED SURVEY CONTROL
 HX0416
 HX0416  NGVD 29 (??/??/92)  683.563  (m)         2242.66   (f) ADJ UNCH    2 0
 HX0416
 HX0416.Superseded values are not recommended for survey control.
 HX0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0416.See file dsdata.txt to determine how the superseded data were derived.
 HX0416
 HX0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC842925(NAD 83)
 HX0416_MARKER: DB = BENCH MARK DISK
 HX0416_SETTING: 66 = SET IN ROCK OUTCROP
 HX0416_SP_SET: ROCK PROJECTION
 HX0416_STAMPING: Z 275 1962
 HX0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0416+STABILITY: POSITION/ELEVATION WELL
 HX0416
 HX0416  HISTORY     - Date     Condition        Report By
 HX0416  HISTORY     - 1962     MONUMENTED       CGS
 HX0416
 HX0416                          STATION DESCRIPTION
 HX0416
 HX0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0416'3.9 MI S FROM CASSITY.
 HX0416'ABOUT 3.9 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL
 HX0416'AT CASSITY, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 HX0416'TO THE NORTHWEST AND SOUTHWEST, SET ON TOP OF A ROCK THAT IS
 HX0416'ABOUT 8-BY 15-FOOT LONG AND PROJECTS OUT OF THE GROUND, 37 FEET
 HX0416'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.2 FEET NORTHEAST OF
 HX0416'THE SOUTHWEST EDGE OF THE ROCK, 33 FEET EAST OF A TELEPHONE POLE
 HX0416'D-147-25, 8 FEET NORTH OF A 24-INCH ASH TREE, AND ABOUT 8 FEET
 HX0416'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0456 ***********************************************************************
 HX0456  DESIGNATION -  Z 276
 HX0456  PID         -  HX0456
 HX0456  STATE/COUNTY-  WV/RANDOLPH
 HX0456  USGS QUAD   -  PICKENS (1977)
 HX0456
 HX0456                         *CURRENT SURVEY CONTROL
 HX0456  ___________________________________________________________________
 HX0456* NAD 83(1986)-  38 40 46.     (N)    080 11 48.     (W)     SCALED    
 HX0456* NAVD 88     -       877.594  (meters)    2879.24   (feet)  ADJUSTED  
 HX0456  ___________________________________________________________________
 HX0456  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HX0456  DYNAMIC HT  -         876.922 (meters)    2877.03  (feet)  COMP
 HX0456  MODELED GRAV-     979,831.9   (mgal)                       NAVD 88
 HX0456
 HX0456  VERT ORDER  -  SECOND    CLASS 0
 HX0456
 HX0456.The horizontal coordinates were scaled from a topographic map and have
 HX0456.an estimated accuracy of +/- 6 seconds.
 HX0456
 HX0456.The orthometric height was determined by differential leveling
 HX0456.and adjusted by the National Geodetic Survey in June 1991..
 HX0456
 HX0456.The geoid height was determined by GEOID03.
 HX0456
 HX0456.The dynamic height is computed by dividing the NAVD 88
 HX0456.geopotential number by the normal gravity value computed on the
 HX0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0456.degrees latitude (g = 980.6199 gals.).
 HX0456
 HX0456.The modeled gravity was interpolated from observed gravity values.
 HX0456
 HX0456;                    North         East    Units  Estimated Accuracy
 HX0456;SPC WV S     -   186,710.      669,900.      MT  (+/- 180 meters Scaled)
 HX0456
 HX0456                          SUPERSEDED SURVEY CONTROL
 HX0456
 HX0456  NGVD 29 (??/??/92)  877.735  (m)         2879.70   (f) ADJ UNCH    2 0
 HX0456
 HX0456.Superseded values are not recommended for survey control.
 HX0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0456.See file dsdata.txt to determine how the superseded data were derived.
 HX0456
 HX0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC698815(NAD 83)
 HX0456_MARKER: DB = BENCH MARK DISK
 HX0456_SETTING: 66 = SET IN ROCK OUTCROP
 HX0456_SP_SET: ROCK OUTCROP
 HX0456_STAMPING: Z 276 1962
 HX0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0456+STABILITY: POSITION/ELEVATION WELL
 HX0456
 HX0456  HISTORY     - Date     Condition        Report By
 HX0456  HISTORY     - 1962     MONUMENTED       CGS
 HX0456
 HX0456                          STATION DESCRIPTION
 HX0456
 HX0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0456'2.2 MI S FROM HELVETIA.
 HX0456'ABOUT 2.2 MILES SOUTH ALONG COUNTY ROAD 45 FROM THE POST OFFICE
 HX0456'AT HELVETIA, 0.2 MILE NORTH OF A SMALL CEMETERY ON THE EAST SIDE
 HX0456'OF THE BLACK TOP ROAD, ON THE OUTSIDE AT THE SOUTHWEST END OF A
 HX0456'CURVE WITH THE TANGENTS EXTENDING TO THE SOUTHWEST AND NORTH,
 HX0456'SET VERTICALLY IN THE NORTH FACE OF A SMALL OUTCROP ROCK THAT
 HX0456'IS ABOUT 4 1/2 FEET LONG, 15 FEET SOUTHEAST OF THE CENTER LINE
 HX0456'OF THE ROAD, 3 FEET SOUTHEAST OF THE NORTHWEST END OF THE ROCK,
 HX0456'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0442 ***********************************************************************
 HX0442  DESIGNATION -  Z 277
 HX0442  PID         -  HX0442
 HX0442  STATE/COUNTY-  WV/UPSHUR
 HX0442  USGS QUAD   -  ALTON (1989)
 HX0442
 HX0442                         *CURRENT SURVEY CONTROL
 HX0442  ___________________________________________________________________
 HX0442* NAD 83(1986)-  38 45 28.     (N)    080 13 38.     (W)     SCALED    
 HX0442* NAVD 88     -       629.014  (meters)    2063.69   (feet)  ADJUSTED  
 HX0442  ___________________________________________________________________
 HX0442  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HX0442  DYNAMIC HT  -         628.551 (meters)    2062.17  (feet)  COMP
 HX0442  MODELED GRAV-     979,871.7   (mgal)                       NAVD 88
 HX0442
 HX0442  VERT ORDER  -  SECOND    CLASS 0
 HX0442
 HX0442.The horizontal coordinates were scaled from a topographic map and have
 HX0442.an estimated accuracy of +/- 6 seconds.
 HX0442
 HX0442.The orthometric height was determined by differential leveling
 HX0442.and adjusted by the National Geodetic Survey in June 1991..
 HX0442
 HX0442.The geoid height was determined by GEOID03.
 HX0442
 HX0442.The dynamic height is computed by dividing the NAVD 88
 HX0442.geopotential number by the normal gravity value computed on the
 HX0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0442.degrees latitude (g = 980.6199 gals.).
 HX0442
 HX0442.The modeled gravity was interpolated from observed gravity values.
 HX0442
 HX0442;                    North         East    Units  Estimated Accuracy
 HX0442;SPC WV S     -   195,380.      667,170.      MT  (+/- 180 meters Scaled)
 HX0442
 HX0442                          SUPERSEDED SURVEY CONTROL
 HX0442
 HX0442  NGVD 29 (??/??/92)  629.165  (m)         2064.19   (f) ADJ UNCH    2 0
 HX0442
 HX0442.Superseded values are not recommended for survey control.
 HX0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0442.See file dsdata.txt to determine how the superseded data were derived.
 HX0442
 HX0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC671901(NAD 83)
 HX0442_MARKER: DB = BENCH MARK DISK
 HX0442_SETTING: 80 = SET IN A BOULDER
 HX0442_SP_SET: BOULDER
 HX0442_STAMPING: Z 277 1962
 HX0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0442+STABILITY: SURFACE MOTION
 HX0442
 HX0442  HISTORY     - Date     Condition        Report By
 HX0442  HISTORY     - 1962     MONUMENTED       CGS
 HX0442
 HX0442                          STATION DESCRIPTION
 HX0442
 HX0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0442'0.4 MI NE FROM SELBYVILLE.
 HX0442'ABOUT 0.4 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UPSHUR COUNTY
 HX0442'4-H CLUB HOUSE, 0.25 MILE NORTHEAST OF THE ROSS CEMETERY, ON THE
 HX0442'INSIDE OF A CURVE WITH THE TANGENTS EXTENDING TO THE NORTHWEST
 HX0442'AND SOUTHWEST, SET ON TOP OF AN EMBEDDED ROCK THAT IS ABOUT
 HX0442'13-BY 10-FOOT LONG, 33 1/2 FEET WEST OF THE CENTER LINE OF THE
 HX0442'ROAD, 38 FEET SOUTHWEST OF THE SOUTHWEST END OF A 20-INCH PIPE
 HX0442'CULVERT, AND IS LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0081 ***********************************************************************
 HX0081  DESIGNATION -  Z 279
 HX0081  PID         -  HX0081
 HX0081  STATE/COUNTY-  WV/RANDOLPH
 HX0081  USGS QUAD   -  ELLAMORE (1987)
 HX0081
 HX0081                         *CURRENT SURVEY CONTROL
 HX0081  ___________________________________________________________________
 HX0081* NAD 83(1986)-  38 57 02.     (N)    080 00 43.     (W)     SCALED    
 HX0081* NAVD 88     -       622.479  (meters)    2042.25   (feet)  ADJUSTED  
 HX0081  ___________________________________________________________________
 HX0081  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HX0081  DYNAMIC HT  -         622.034 (meters)    2040.79  (feet)  COMP
 HX0081  MODELED GRAV-     979,892.3   (mgal)                       NAVD 88
 HX0081
 HX0081  VERT ORDER  -  SECOND    CLASS 0
 HX0081
 HX0081.The horizontal coordinates were scaled from a topographic map and have
 HX0081.an estimated accuracy of +/- 6 seconds.
 HX0081
 HX0081.The orthometric height was determined by differential leveling
 HX0081.and adjusted by the National Geodetic Survey in June 1991..
 HX0081
 HX0081.The geoid height was determined by GEOID03.
 HX0081
 HX0081.The dynamic height is computed by dividing the NAVD 88
 HX0081.geopotential number by the normal gravity value computed on the
 HX0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0081.degrees latitude (g = 980.6199 gals.).
 HX0081
 HX0081.The modeled gravity was interpolated from observed gravity values.
 HX0081
 HX0081;                    North         East    Units  Estimated Accuracy
 HX0081;SPC WV S     -   216,960.      685,650.      MT  (+/- 180 meters Scaled)
 HX0081
 HX0081                          SUPERSEDED SURVEY CONTROL
 HX0081
 HX0081  NGVD 29 (??/??/92)  622.643  (m)         2042.79   (f) ADJ UNCH    2 0
 HX0081
 HX0081.Superseded values are not recommended for survey control.
 HX0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0081.See file dsdata.txt to determine how the superseded data were derived.
 HX0081
 HX0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND856117(NAD 83)
 HX0081_MARKER: DB = BENCH MARK DISK
 HX0081_SETTING: 66 = SET IN ROCK OUTCROP
 HX0081_SP_SET: ROCK CUT
 HX0081_STAMPING: Z 279 1962
 HX0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX0081+STABILITY: POSITION/ELEVATION WELL
 HX0081
 HX0081  HISTORY     - Date     Condition        Report By
 HX0081  HISTORY     - 1962     MONUMENTED       CGS
 HX0081
 HX0081                          STATION DESCRIPTION
 HX0081
 HX0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0081'6 MI NW FROM NORTON.
 HX0081'ABOUT 0.5 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX0081'OFFICE AT NORTON, THENCE ABOUT 5.45 MILES NORTHWEST ALONG THE
 HX0081'BALTIMORE AND OHIO RAILROAD, ABOUT 0.25 MILE NORTHEAST OF
 HX0081'MILEPOST 12, SET VERTICALLY IN THE SOUTHEAST FACE AT THE WEST
 HX0081'END OF A ROCK CUT, 8 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 HX0081'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0804 ***********************************************************************
 KY0804  DESIGNATION -  Z 28
 KY0804  PID         -  KY0804
 KY0804  STATE/COUNTY-  WV/BROOKE
 KY0804  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0804
 KY0804                         *CURRENT SURVEY CONTROL
 KY0804  ___________________________________________________________________
 KY0804* NAD 83(1986)-  40 22 02.     (N)    080 31 31.     (W)     SCALED    
 KY0804* NAVD 88     -       251.821  (meters)     826.18   (feet)  ADJUSTED  
 KY0804  ___________________________________________________________________
 KY0804  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KY0804  DYNAMIC HT  -         251.687 (meters)     825.74  (feet)  COMP
 KY0804  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 KY0804
 KY0804  VERT ORDER  -  SECOND    CLASS 0
 KY0804
 KY0804.The horizontal coordinates were scaled from a topographic map and have
 KY0804.an estimated accuracy of +/- 6 seconds.
 KY0804
 KY0804.The orthometric height was determined by differential leveling
 KY0804.and adjusted by the National Geodetic Survey in June 1991..
 KY0804.WARNING-Repeat measurements at this control monument indicate possible
 KY0804.vertical movement.
 KY0804
 KY0804.The geoid height was determined by GEOID03.
 KY0804
 KY0804.The dynamic height is computed by dividing the NAVD 88
 KY0804.geopotential number by the normal gravity value computed on the
 KY0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0804.degrees latitude (g = 980.6199 gals.).
 KY0804
 KY0804.The modeled gravity was interpolated from observed gravity values.
 KY0804
 KY0804;                    North         East    Units  Estimated Accuracy
 KY0804;SPC WV N     -   207,800.      512,920.      MT  (+/- 180 meters Scaled)
 KY0804
 KY0804                          SUPERSEDED SURVEY CONTROL
 KY0804
 KY0804  NGVD 29 (??/??/92)  251.989  (m)          826.73   (f) ADJ UNCH    2 0
 KY0804
 KY0804.Superseded values are not recommended for survey control.
 KY0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0804.See file dsdata.txt to determine how the superseded data were derived.
 KY0804
 KY0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE403686(NAD 83)
 KY0804_MARKER: DB = BENCH MARK DISK
 KY0804_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0804_SP_SET: BRIDGE
 KY0804_STAMPING: Z 28 1935
 KY0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0804
 KY0804  HISTORY     - Date     Condition        Report By
 KY0804  HISTORY     - 1935     MONUMENTED       CGS
 KY0804  HISTORY     - 1960     GOOD             NGS
 KY0804
 KY0804                          STATION DESCRIPTION
 KY0804
 KY0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0804'AT COLLIER.
 KY0804'AT COLLIER, ALONG THE PENNSYLVANIA RAILROAD, IN TOP OF THE
 KY0804'NORTHWEST END OF THE CONCRETE BACK WALL OF THE SOUTHWEST CONCRETE
 KY0804'AND STONE ABUTMENT OF RAILROAD BRIDGE 35-54 OVERPASS OVER A ROAD
 KY0804'AND CREEK, 6 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT
 KY0804'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2023 ***********************************************************************
 HW2023  DESIGNATION -  Z 280
 HW2023  PID         -  HW2023
 HW2023  STATE/COUNTY-  WV/RANDOLPH
 HW2023  USGS QUAD   -  JUNIOR (1976)
 HW2023
 HW2023                         *CURRENT SURVEY CONTROL
 HW2023  ___________________________________________________________________
 HW2023* NAD 83(1986)-  38 52 57.     (N)    079 59 18.     (W)     SCALED    
 HW2023* NAVD 88     -       702.548  (meters)    2304.94   (feet)  ADJUSTED  
 HW2023  ___________________________________________________________________
 HW2023  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HW2023  DYNAMIC HT  -         702.038 (meters)    2303.27  (feet)  COMP
 HW2023  MODELED GRAV-     979,877.7   (mgal)                       NAVD 88
 HW2023
 HW2023  VERT ORDER  -  SECOND    CLASS 0
 HW2023
 HW2023.The horizontal coordinates were scaled from a topographic map and have
 HW2023.an estimated accuracy of +/- 6 seconds.
 HW2023
 HW2023.The orthometric height was determined by differential leveling
 HW2023.and adjusted by the National Geodetic Survey in June 1991..
 HW2023
 HW2023.The geoid height was determined by GEOID03.
 HW2023
 HW2023.The dynamic height is computed by dividing the NAVD 88
 HW2023.geopotential number by the normal gravity value computed on the
 HW2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2023.degrees latitude (g = 980.6199 gals.).
 HW2023
 HW2023.The modeled gravity was interpolated from observed gravity values.
 HW2023
 HW2023;                    North         East    Units  Estimated Accuracy
 HW2023;SPC WV S     -   209,420.      687,780.      MT  (+/- 180 meters Scaled)
 HW2023
 HW2023                          SUPERSEDED SURVEY CONTROL
 HW2023
 HW2023  NGVD 29 (??/??/92)  702.702  (m)         2305.45   (f) ADJ UNCH    2 0
 HW2023
 HW2023.Superseded values are not recommended for survey control.
 HW2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2023.See file dsdata.txt to determine how the superseded data were derived.
 HW2023
 HW2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND877042(NAD 83)
 HW2023_MARKER: DB = BENCH MARK DISK
 HW2023_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW2023_STAMPING: Z 280 1962
 HW2023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW2023
 HW2023  HISTORY     - Date     Condition        Report By
 HW2023  HISTORY     - 1962     MONUMENTED       CGS
 HW2023
 HW2023                          STATION DESCRIPTION
 HW2023
 HW2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2023'0.6 MI N FROM MABIE.
 HW2023'ABOUT 0.6 MILE NORTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HW2023'AT MABIE, SET ON TOP OF AN EMBEDDED ROCK THAT IS ABOUT 10-BY
 HW2023'12-FOOT LONG AND 3 1/2 FEET HIGH, SET AT THE NORTHWEST CORNER OF
 HW2023'THE ROCK, 66 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 100
 HW2023'YARDS NORTH OF A COAL MINE ENTRANCE, AND IS ABOUT 8 FEET ABOVE
 HW2023'THE LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK IS ABOUT 0.3 MILE
 HW2023'NORTH OF A GRADE SCHOOL ON THE WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2100 ***********************************************************************
 HW2100  DESIGNATION -  Z 281
 HW2100  PID         -  HW2100
 HW2100  STATE/COUNTY-  WV/RANDOLPH
 HW2100  USGS QUAD   -  WILDELL (1995)
 HW2100
 HW2100                         *CURRENT SURVEY CONTROL
 HW2100  ___________________________________________________________________
 HW2100* NAD 83(1986)-  38 40 18.     (N)    079 50 19.     (W)     SCALED    
 HW2100* NAVD 88     -      1054.750  (meters)    3460.46   (feet)  ADJUSTED  
 HW2100  ___________________________________________________________________
 HW2100  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HW2100  DYNAMIC HT  -        1053.919 (meters)    3457.73  (feet)  COMP
 HW2100  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 HW2100
 HW2100  VERT ORDER  -  SECOND    CLASS 0
 HW2100
 HW2100.The horizontal coordinates were scaled from a topographic map and have
 HW2100.an estimated accuracy of +/- 6 seconds.
 HW2100
 HW2100.The orthometric height was determined by differential leveling
 HW2100.and adjusted by the National Geodetic Survey in June 1991..
 HW2100
 HW2100.The geoid height was determined by GEOID03.
 HW2100
 HW2100.The dynamic height is computed by dividing the NAVD 88
 HW2100.geopotential number by the normal gravity value computed on the
 HW2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2100.degrees latitude (g = 980.6199 gals.).
 HW2100
 HW2100.The modeled gravity was interpolated from observed gravity values.
 HW2100
 HW2100;                    North         East    Units  Estimated Accuracy
 HW2100;SPC WV S     -   186,170.      701,060.      MT  (+/- 180 meters Scaled)
 HW2100
 HW2100                          SUPERSEDED SURVEY CONTROL
 HW2100
 HW2100  NGVD 29 (??/??/92) 1054.856  (m)         3460.81   (f) ADJ UNCH    2 0
 HW2100
 HW2100.Superseded values are not recommended for survey control.
 HW2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2100.See file dsdata.txt to determine how the superseded data were derived.
 HW2100
 HW2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC010809(NAD 83)
 HW2100_MARKER: DB = BENCH MARK DISK
 HW2100_SETTING: 66 = SET IN ROCK OUTCROP
 HW2100_SP_SET: ROCK LEDGE
 HW2100_STAMPING: Z 281 1962
 HW2100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW2100+STABILITY: POSITION/ELEVATION WELL
 HW2100
 HW2100  HISTORY     - Date     Condition        Report By
 HW2100  HISTORY     - 1962     MONUMENTED       CGS
 HW2100
 HW2100                          STATION DESCRIPTION
 HW2100
 HW2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HW2100'6.5 MI NE FROM CHEAT BRIDGE.
 HW2100'ABOUT 6.5 MILES NORTH AND THEN NORTHEAST ALONG THE WESTERN MARYLAND
 HW2100'RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 250 AT CHEAT BRIDGE,
 HW2100'SET ON TOP OF A ROCK LEDGE THAT IS ABOUT 8-FOOT LONG AND 2 1/2-FOOT
 HW2100'HIGH, AT THE SOUTHEAST CORNER OF THE ROCK, 10 FEET NORTHEAST OF
 HW2100'THE NORTHEAST RAIL, 10 RAILS SOUTHEAST OF MILEPOST C 17, AND
 HW2100'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0128 ***********************************************************************
 HX0128  DESIGNATION -  Z 282
 HX0128  PID         -  HX0128
 HX0128  STATE/COUNTY-  WV/UPSHUR
 HX0128  USGS QUAD   -  ROCK CAVE (1966)
 HX0128
 HX0128                         *CURRENT SURVEY CONTROL
 HX0128  ___________________________________________________________________
 HX0128* NAD 83(1986)-  38 52 21.     (N)    080 21 22.     (W)     SCALED    
 HX0128* NAVD 88     -       455.534  (meters)    1494.53   (feet)  ADJUSTED  
 HX0128  ___________________________________________________________________
 HX0128  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HX0128  DYNAMIC HT  -         455.223 (meters)    1493.51  (feet)  COMP
 HX0128  MODELED GRAV-     979,930.5   (mgal)                       NAVD 88
 HX0128
 HX0128  VERT ORDER  -  SECOND    CLASS 0
 HX0128
 HX0128.The horizontal coordinates were scaled from a topographic map and have
 HX0128.an estimated accuracy of +/- 6 seconds.
 HX0128
 HX0128.The orthometric height was determined by differential leveling
 HX0128.and adjusted by the National Geodetic Survey in June 1991..
 HX0128
 HX0128.The geoid height was determined by GEOID03.
 HX0128
 HX0128.The dynamic height is computed by dividing the NAVD 88
 HX0128.geopotential number by the normal gravity value computed on the
 HX0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0128.degrees latitude (g = 980.6199 gals.).
 HX0128
 HX0128.The modeled gravity was interpolated from observed gravity values.
 HX0128
 HX0128;                    North         East    Units  Estimated Accuracy
 HX0128;SPC WV S     -   208,030.      655,880.      MT  (+/- 180 meters Scaled)
 HX0128
 HX0128                          SUPERSEDED SURVEY CONTROL
 HX0128
 HX0128  NGVD 29 (??/??/92)  455.720  (m)         1495.14   (f) ADJ UNCH    2 0
 HX0128
 HX0128.Superseded values are not recommended for survey control.
 HX0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0128.See file dsdata.txt to determine how the superseded data were derived.
 HX0128
 HX0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND558028(NAD 83)
 HX0128_MARKER: DB = BENCH MARK DISK
 HX0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0128_SP_SET: ABUTMENT
 HX0128_STAMPING: Z 282 1962
 HX0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0128
 HX0128  HISTORY     - Date     Condition        Report By
 HX0128  HISTORY     - 1962     MONUMENTED       CGS
 HX0128
 HX0128                          STATION DESCRIPTION
 HX0128
 HX0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HX0128'AT FRENCHTON.
 HX0128'AT FRENCHTON, SET ON TOP OF THE SOUTH END OF THE WEST ABUTMENT
 HX0128'OF A BRIDGE OVER FRENCH CREEK, 82 FEET WEST OF THE SOUTHWEST
 HX0128'CORNER OF THE RAILROAD STATION, 3 FEET SOUTH OF THE SOUTH RAIL,
 HX0128'AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0129 ***********************************************************************
 HX0129  DESIGNATION -  Z 282 RESET 1963
 HX0129  PID         -  HX0129
 HX0129  STATE/COUNTY-  WV/UPSHUR
 HX0129  USGS QUAD   -  ROCK CAVE (1966)
 HX0129
 HX0129                         *CURRENT SURVEY CONTROL
 HX0129  ___________________________________________________________________
 HX0129* NAD 83(1986)-  38 52 21.     (N)    080 21 22.     (W)     SCALED    
 HX0129* NAVD 88     -       455.73   (+/-2cm)    1495.2    (feet)  VERTCON   
 HX0129  ___________________________________________________________________
 HX0129  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HX0129
 HX0129  VERT ORDER  -  THIRD (See Below)
 HX0129
 HX0129.The horizontal coordinates were scaled from a topographic map and have
 HX0129.an estimated accuracy of +/- 6 seconds.
 HX0129
 HX0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 HX0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HX0129.The vertical order pertains to the NGVD 29 superseded value.
 HX0129
 HX0129.The geoid height was determined by GEOID03.
 HX0129
 HX0129;                    North         East    Units  Estimated Accuracy
 HX0129;SPC WV S     -   208,030.      655,880.      MT  (+/- 180 meters Scaled)
 HX0129
 HX0129                          SUPERSEDED SURVEY CONTROL
 HX0129
 HX0129  NGVD 29 (09/25/03)  455.91   (m)         1495.8    (f) RESET       3  
 HX0129
 HX0129.Superseded values are not recommended for survey control.
 HX0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0129.See file dsdata.txt to determine how the superseded data were derived.
 HX0129
 HX0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND558028(NAD 83)
 HX0129_MARKER: DB = BENCH MARK DISK
 HX0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX0129_SP_SET: ABUTMENT
 HX0129_STAMPING: Z 282 RESET 1963
 HX0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX0129
 HX0129  HISTORY     - Date     Condition        Report By
 HX0129  HISTORY     - 1963     MONUMENTED       BORR
 HX0129
 HX0129                          STATION DESCRIPTION
 HX0129
 HX0129'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1963
 HX0129'AT FRENCHTON.
 HX0129'THIS MARK IS LOCATED AT FRENCHTON, 82 FEET WEST OF THE SOUTHWEST
 HX0129'CORNER OF THE RAILROAD STATION, 3 FEET SOUTH OF THE SOUTH RAIL,
 HX0129'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET ON THE
 HX0129'TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A BRIDGE OVER
 HX0129'FRENCH CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0390 ***********************************************************************
 GX0390  DESIGNATION -  Z 283
 GX0390  PID         -  GX0390
 GX0390  STATE/COUNTY-  WV/MERCER
 GX0390  USGS QUAD   -  OAKVALE (1977)
 GX0390
 GX0390                         *CURRENT SURVEY CONTROL
 GX0390  ___________________________________________________________________
 GX0390* NAD 83(1986)-  37 20 06.     (N)    080 57 33.     (W)     SCALED    
 GX0390* NAVD 88     -       522.230  (meters)    1713.35   (feet)  ADJUSTED  
 GX0390  ___________________________________________________________________
 GX0390  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GX0390  DYNAMIC HT  -         521.781 (meters)    1711.88  (feet)  COMP
 GX0390  MODELED GRAV-     979,754.8   (mgal)                       NAVD 88
 GX0390
 GX0390  VERT ORDER  -  FIRST     CLASS II
 GX0390
 GX0390.The horizontal coordinates were scaled from a topographic map and have
 GX0390.an estimated accuracy of +/- 6 seconds.
 GX0390
 GX0390.The orthometric height was determined by differential leveling
 GX0390.and adjusted by the National Geodetic Survey in June 1991..
 GX0390
 GX0390.The geoid height was determined by GEOID03.
 GX0390
 GX0390.The dynamic height is computed by dividing the NAVD 88
 GX0390.geopotential number by the normal gravity value computed on the
 GX0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0390.degrees latitude (g = 980.6199 gals.).
 GX0390
 GX0390.The modeled gravity was interpolated from observed gravity values.
 GX0390
 GX0390;                    North         East    Units  Estimated Accuracy
 GX0390;SPC WV S     -    37,180.      603,620.      MT  (+/- 180 meters Scaled)
 GX0390
 GX0390                          SUPERSEDED SURVEY CONTROL
 GX0390
 GX0390  NGVD 29 (??/??/92)  522.349  (m)         1713.74   (f) ADJ UNCH    1 2
 GX0390
 GX0390.Superseded values are not recommended for survey control.
 GX0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0390.See file dsdata.txt to determine how the superseded data were derived.
 GX0390
 GX0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB036320(NAD 83)
 GX0390_MARKER: DB = BENCH MARK DISK
 GX0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0390_SP_SET: CONCRETE BLOCK
 GX0390_STAMPING: Z 283 1965
 GX0390_MARK LOGO: CGS   
 GX0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0390
 GX0390  HISTORY     - Date     Condition        Report By
 GX0390  HISTORY     - 1965     MONUMENTED       CGS
 GX0390  HISTORY     - 1984     GOOD             NGS
 GX0390
 GX0390                          STATION DESCRIPTION
 GX0390
 GX0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX0390'AT OAKVALE.
 GX0390'AT OAKVALE, ALONG THE NORFOLK AND WESTERN RAILWAY, 6 1/2 RAILS
 GX0390'EAST OF MILEPOST N-347, 64.7 FEET SOUTH OF AND ACROSS THE TRACKS
 GX0390'FROM THE SOUTHEAST CORNER OF THE STATION, SET IN THE TOP AND AT
 GX0390'THE NORTHEAST CORNER OF A 5-FOOT SQUARE CONCRETE BLOCK THAT
 GX0390'PROJECTS ABOUT 1/2 FOOT, 19.6 FEET SOUTH OF THE SOUTH RAIL OF THE
 GX0390'EAST-BOUND TRACK AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 GX0390
 GX0390                          STATION RECOVERY (1984)
 GX0390
 GX0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1777 ***********************************************************************
 HW1777  DESIGNATION -  Z 3
 HW1777  PID         -  HW1777
 HW1777  STATE/COUNTY-  WV/POCAHONTAS
 HW1777  USGS QUAD   -  CLOVER LICK (1995)
 HW1777
 HW1777                         *CURRENT SURVEY CONTROL
 HW1777  ___________________________________________________________________
 HW1777* NAD 83(1986)-  38 18 44.     (N)    079 58 42.     (W)     SCALED    
 HW1777* NAVD 88     -       692.531  (meters)    2272.08   (feet)  ADJUSTED  
 HW1777  ___________________________________________________________________
 HW1777  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HW1777  DYNAMIC HT  -         691.972 (meters)    2270.24  (feet)  COMP
 HW1777  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 HW1777
 HW1777  VERT ORDER  -  FIRST     CLASS II
 HW1777
 HW1777.The horizontal coordinates were scaled from a topographic map and have
 HW1777.an estimated accuracy of +/- 6 seconds.
 HW1777
 HW1777.The orthometric height was determined by differential leveling
 HW1777.and adjusted by the National Geodetic Survey in June 1991..
 HW1777
 HW1777.The geoid height was determined by GEOID03.
 HW1777
 HW1777.The dynamic height is computed by dividing the NAVD 88
 HW1777.geopotential number by the normal gravity value computed on the
 HW1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1777.degrees latitude (g = 980.6199 gals.).
 HW1777
 HW1777.The modeled gravity was interpolated from observed gravity values.
 HW1777
 HW1777;                    North         East    Units  Estimated Accuracy
 HW1777;SPC WV S     -   146,130.      689,350.      MT  (+/- 180 meters Scaled)
 HW1777
 HW1777                          SUPERSEDED SURVEY CONTROL
 HW1777
 HW1777  NGVD 29 (??/??/92)  692.600  (m)         2272.31   (f) ADJ UNCH    1 2
 HW1777
 HW1777.Superseded values are not recommended for survey control.
 HW1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1777.See file dsdata.txt to determine how the superseded data were derived.
 HW1777
 HW1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC893409(NAD 83)
 HW1777_MARKER: DB = BENCH MARK DISK
 HW1777_SETTING: 66 = SET IN ROCK OUTCROP
 HW1777_SP_SET: ROCK LEDGE
 HW1777_STAMPING: Z 3 1933
 HW1777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1777+STABILITY: POSITION/ELEVATION WELL
 HW1777
 HW1777  HISTORY     - Date     Condition        Report By
 HW1777  HISTORY     - 1933     MONUMENTED       CGS
 HW1777  HISTORY     - 1973     MARK NOT FOUND   USGS
 HW1777
 HW1777                          STATION DESCRIPTION
 HW1777
 HW1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HW1777'2.1 MI S FROM CLOVER LICK.
 HW1777'2.1 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HW1777'STATION AT CLOVER LICK, POCAHONTAS COUNTY, 60 FEET SOUTH OF
 HW1777'MILEPOST 69, 3 YARDS WEST OF THE TRACK, IN THE TOP OF A LEDGE
 HW1777'OF ROCK, AND ABOUT LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED
 HW1777'Z 3 1933.
 HW1777
 HW1777                          STATION RECOVERY (1973)
 HW1777
 HW1777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HW1777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX0080 ***********************************************************************
 HX0080  DESIGNATION -  Z 31
 HX0080  PID         -  HX0080
 HX0080  STATE/COUNTY-  WV/RANDOLPH
 HX0080  USGS QUAD   -  ELLAMORE (1987)
 HX0080
 HX0080                         *CURRENT SURVEY CONTROL
 HX0080  ___________________________________________________________________
 HX0080* NAD 83(1986)-  38 56 44.     (N)    080 00 13.     (W)     SCALED    
 HX0080* NAVD 88     -       609.288  (meters)    1998.97   (feet)  ADJUSTED  
 HX0080  ___________________________________________________________________
 HX0080  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HX0080  DYNAMIC HT  -         608.852 (meters)    1997.54  (feet)  COMP
 HX0080  MODELED GRAV-     979,892.4   (mgal)                       NAVD 88
 HX0080
 HX0080  VERT ORDER  -  SECOND    CLASS 0
 HX0080
 HX0080.The horizontal coordinates were scaled from a topographic map and have
 HX0080.an estimated accuracy of +/- 6 seconds.
 HX0080
 HX0080.The orthometric height was determined by differential leveling
 HX0080.and adjusted by the National Geodetic Survey in June 1991..
 HX0080
 HX0080.The geoid height was determined by GEOID03.
 HX0080
 HX0080.The dynamic height is computed by dividing the NAVD 88
 HX0080.geopotential number by the normal gravity value computed on the
 HX0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX0080.degrees latitude (g = 980.6199 gals.).
 HX0080
 HX0080.The modeled gravity was interpolated from observed gravity values.
 HX0080
 HX0080;                    North         East    Units  Estimated Accuracy
 HX0080;SPC WV S     -   216,410.      686,380.      MT  (+/- 180 meters Scaled)
 HX0080
 HX0080                          SUPERSEDED SURVEY CONTROL
 HX0080
 HX0080  NGVD 29 (??/??/92)  609.455  (m)         1999.52   (f) ADJ UNCH    2 0
 HX0080
 HX0080.Superseded values are not recommended for survey control.
 HX0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX0080.See file dsdata.txt to determine how the superseded data were derived.
 HX0080
 HX0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND863112(NAD 83)
 HX0080_MARKER: DB = BENCH MARK DISK
 HX0080_SETTING: 80 = SET IN A BOULDER
 HX0080_SP_SET: BOULDER
 HX0080_STAMPING: Z 31 1935
 HX0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX0080+STABILITY: SURFACE MOTION
 HX0080
 HX0080  HISTORY     - Date     Condition        Report By
 HX0080  HISTORY     - 1935     MONUMENTED       CGS
 HX0080  HISTORY     - 1962     GOOD             NGS
 HX0080  HISTORY     - 1974     MARK NOT FOUND   USGS
 HX0080
 HX0080                          STATION DESCRIPTION
 HX0080
 HX0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HX0080'4.8 MI NW FROM NORTON.
 HX0080'ABOUT 0.5 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 HX0080'OFFICE AT NORTON, THENCE ABOUT 4.3 MILES NORTHWEST ALONG THE
 HX0080'BALTIMORE AND OHIO RAILROAD, SET ON TOP OF AN EMBEDDED BOULDER
 HX0080'THAT IS ABOUT 6-FOOT WIDE AND 4-FOOT HIGH, 11 FEET EAST OF THE
 HX0080'EAST RAIL, 12 FEET SOUTHEAST OF A 14-INCH WOODEN CULVERT, 46
 HX0080'FEET NORTH OF THE NORTH END OF A SMALL CUT, AND ABOUT 3 1/2 FEET
 HX0080'ABOVE THE LEVEL OF THE TRACK.
 HX0080
 HX0080                          STATION RECOVERY (1974)
 HX0080
 HX0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HX0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1673 ***********************************************************************
 JX1673  DESIGNATION -  Z 312
 JX1673  PID         -  JX1673
 JX1673  STATE/COUNTY-  WV/MARSHALL
 JX1673  USGS QUAD   -  MOUNDSVILLE (1997)
 JX1673
 JX1673                         *CURRENT SURVEY CONTROL
 JX1673  ___________________________________________________________________
 JX1673* NAD 83(1986)-  39 58 13.     (N)    080 44 12.     (W)     SCALED    
 JX1673* NAVD 88     -       208.134  (meters)     682.85   (feet)  ADJUSTED  
 JX1673  ___________________________________________________________________
 JX1673  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JX1673  DYNAMIC HT  -         208.017 (meters)     682.47  (feet)  COMP
 JX1673  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 JX1673
 JX1673  VERT ORDER  -  FIRST     CLASS II
 JX1673
 JX1673.The horizontal coordinates were scaled from a topographic map and have
 JX1673.an estimated accuracy of +/- 6 seconds.
 JX1673
 JX1673.The orthometric height was determined by differential leveling
 JX1673.and adjusted by the National Geodetic Survey in June 1991..
 JX1673
 JX1673.The geoid height was determined by GEOID03.
 JX1673
 JX1673.The dynamic height is computed by dividing the NAVD 88
 JX1673.geopotential number by the normal gravity value computed on the
 JX1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1673.degrees latitude (g = 980.6199 gals.).
 JX1673
 JX1673.The modeled gravity was interpolated from observed gravity values.
 JX1673
 JX1673;                    North         East    Units  Estimated Accuracy
 JX1673;SPC WV N     -   163,960.      494,360.      MT  (+/- 180 meters Scaled)
 JX1673
 JX1673                          SUPERSEDED SURVEY CONTROL
 JX1673
 JX1673.No superseded survey control is available for this station.
 JX1673
 JX1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE224244(NAD 83)
 JX1673_MARKER: I = METAL ROD
 JX1673_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JX1673+WITH SETTING: INFORMATION.
 JX1673_SP_SET: SHALLOW SET METAL ROD
 JX1673_STAMPING: Z 312 1983
 JX1673_MARK LOGO: NGS   
 JX1673_PROJECTION: FLUSH
 JX1673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1673_ROD/PIPE-DEPTH: 1.6  meters
 JX1673
 JX1673  HISTORY     - Date     Condition        Report By
 JX1673  HISTORY     - 1983     MONUMENTED       NGS
 JX1673
 JX1673                          STATION DESCRIPTION
 JX1673
 JX1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1673'1.8 KM (1.1 MI) SOUTH FROM MCMECHEN.
 JX1673'1.8 KM (1.1 MI) SOUTH ALONG U.S. HIGHWAY 250 AND STATE HIGHWAY 2 FROM
 JX1673'THE INTERSECTION OF 12TH STREET IN MCMECHEN TO THE MARK ON THE RIGHT,
 JX1673'NEAR THE SOUTHWEST END OF A STEEL GUARDRAIL, 8.44 METERS (27.7 FT)
 JX1673'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY,
 JX1673'13.20 METERS (43.3 FT) SOUTH-SOUTHWEST OF STREET LAMP 40 2-2B,
 JX1673'3.20 METERS (10.5 FT) NORTH-NORTHEAST OF THE SOUTHWEST END OF THE
 JX1673'GUARDRAIL.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN
 JX1673'TO REFUSAL AND ANCHORED.
 JX1673'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1747 ***********************************************************************
 JX1747  DESIGNATION -  Z 314
 JX1747  PID         -  JX1747
 JX1747  STATE/COUNTY-  WV/RITCHIE
 JX1747  USGS QUAD   -  SCHULTZ (1975)
 JX1747
 JX1747                         *CURRENT SURVEY CONTROL
 JX1747  ___________________________________________________________________
 JX1747* NAD 83(1986)-  39 15 41.     (N)    081 08 00.     (W)     SCALED    
 JX1747* NAVD 88     -       305.094  (meters)    1000.96   (feet)  ADJUSTED  
 JX1747  ___________________________________________________________________
 JX1747  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX1747  DYNAMIC HT  -         304.905 (meters)    1000.34  (feet)  COMP
 JX1747  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 JX1747
 JX1747  VERT ORDER  -  FIRST     CLASS II
 JX1747
 JX1747.The horizontal coordinates were scaled from a topographic map and have
 JX1747.an estimated accuracy of +/- 6 seconds.
 JX1747
 JX1747.The orthometric height was determined by differential leveling
 JX1747.and adjusted by the National Geodetic Survey in June 1991..
 JX1747
 JX1747.The geoid height was determined by GEOID03.
 JX1747
 JX1747.The dynamic height is computed by dividing the NAVD 88
 JX1747.geopotential number by the normal gravity value computed on the
 JX1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1747.degrees latitude (g = 980.6199 gals.).
 JX1747
 JX1747.The modeled gravity was interpolated from observed gravity values.
 JX1747
 JX1747;                    North         East    Units  Estimated Accuracy
 JX1747;SPC WV N     -    85,810.      459,050.      MT  (+/- 180 meters Scaled)
 JX1747
 JX1747                          SUPERSEDED SURVEY CONTROL
 JX1747
 JX1747.No superseded survey control is available for this station.
 JX1747
 JX1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD884457(NAD 83)
 JX1747_MARKER: DB = BENCH MARK DISK
 JX1747_SETTING: 66 = SET IN ROCK OUTCROP
 JX1747_SP_SET: ROCK OUTCROP
 JX1747_STAMPING: Z 314 1983
 JX1747_MARK LOGO: NGS   
 JX1747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1747+STABILITY: POSITION/ELEVATION WELL
 JX1747
 JX1747  HISTORY     - Date     Condition        Report By
 JX1747  HISTORY     - 1983     MONUMENTED       NGS
 JX1747
 JX1747                          STATION DESCRIPTION
 JX1747
 JX1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1747'6.4 KM (4.0 MI) WEST FROM ELLENBORO.
 JX1747'6.4 KM (4.0 MI) WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE
 JX1747'HIGHWAY 16 IN ELLENBORO TO THE MARK ON THE RIGHT, 11.8 METERS
 JX1747'(39.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 JX1747'HIGHWAY.
 JX1747'THE MARK IS 1.5 METERS  SE FROM A WITNESS POST.
 JX1747'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1038 ***********************************************************************
 JW1038  DESIGNATION -  Z 315
 JW1038  PID         -  JW1038
 JW1038  STATE/COUNTY-  WV/MONONGALIA
 JW1038  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW1038
 JW1038                         *CURRENT SURVEY CONTROL
 JW1038  ___________________________________________________________________
 JW1038* NAD 83(1986)-  39 35 03.     (N)    079 58 45.     (W)     SCALED    
 JW1038* NAVD 88     -       284.619  (meters)     933.79   (feet)  ADJUSTED  
 JW1038  ___________________________________________________________________
 JW1038  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JW1038  DYNAMIC HT  -         284.447 (meters)     933.22  (feet)  COMP
 JW1038  MODELED GRAV-     980,015.0   (mgal)                       NAVD 88
 JW1038
 JW1038  VERT ORDER  -  FIRST     CLASS II
 JW1038
 JW1038.The horizontal coordinates were scaled from a topographic map and have
 JW1038.an estimated accuracy of +/- 6 seconds.
 JW1038
 JW1038.The orthometric height was determined by differential leveling
 JW1038.and adjusted by the National Geodetic Survey in June 1991..
 JW1038
 JW1038.The geoid height was determined by GEOID03.
 JW1038
 JW1038.The dynamic height is computed by dividing the NAVD 88
 JW1038.geopotential number by the normal gravity value computed on the
 JW1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1038.degrees latitude (g = 980.6199 gals.).
 JW1038
 JW1038.The modeled gravity was interpolated from observed gravity values.
 JW1038
 JW1038;                    North         East    Units  Estimated Accuracy
 JW1038;SPC WV N     -   120,470.      558,840.      MT  (+/- 180 meters Scaled)
 JW1038
 JW1038                          SUPERSEDED SURVEY CONTROL
 JW1038
 JW1038.No superseded survey control is available for this station.
 JW1038
 JW1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND876821(NAD 83)
 JW1038_MARKER: DB = BENCH MARK DISK
 JW1038_SETTING: 66 = SET IN ROCK OUTCROP
 JW1038_SP_SET: ROCK OUTCROP
 JW1038_STAMPING: Z 315 1983
 JW1038_MARK LOGO: NGS   
 JW1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1038+STABILITY: POSITION/ELEVATION WELL
 JW1038
 JW1038  HISTORY     - Date     Condition        Report By
 JW1038  HISTORY     - 1983     MONUMENTED       NGS
 JW1038  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 JW1038
 JW1038                          STATION DESCRIPTION
 JW1038
 JW1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1038'6.3 KM (3.9 MI) SW FROM MORGANTOWN.
 JW1038'3.4 KM (2.1 MI) SOUTH ALONG U.S. HIGHWAY 119 (UNIVERSITY AVENUE) FROM
 JW1038'THE JUNCTION OF STATE HIGHWAY 7 (PLEASANT STREET) IN MORGANTOWN,
 JW1038'THENCE 2.9 KM (1.8 MI) SOUTHWEST ALONG STATE HIGHWAY 73 TO THE MARK ON
 JW1038'THE LEFT, IN TOP OF BEDROCK, DIRECTLY UNDER THE EAST SIDE OF THE
 JW1038'INTERSTATE 79 NORTHBOUND OVERPASS BRIDGE, 5.18 METERS (17.0 FT)
 JW1038'SOUTHEAST OF THE CENTERLINE OF HIGHWAY 73, 17.83 METERS (58.5 FT)
 JW1038'NORTHEAST OF THE CENTER OF THE NORTHBOUND AND SOUTHBOUND OVERPASS
 JW1038'BRIDGES.
 JW1038'THE MARK IS 1.9 METERS  NNE FROM A WITNESS POST.
 JW1038'THE MARK IS 0.30 M ABOVE HIGHWAY.
 JW1038
 JW1038                          STATION RECOVERY (1989)
 JW1038
 JW1038'RECOVERY NOTE BY US POWER SQUADRON 1989 (CET)
 JW1038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1704 ***********************************************************************
 JX1704  DESIGNATION -  Z 316
 JX1704  PID         -  JX1704
 JX1704  STATE/COUNTY-  WV/PLEASANTS
 JX1704  USGS QUAD   -  BENS RUN (1994)
 JX1704
 JX1704                         *CURRENT SURVEY CONTROL
 JX1704  ___________________________________________________________________
 JX1704* NAD 83(1986)-  39 27 03.     (N)    081 07 03.     (W)     SCALED    
 JX1704* NAVD 88     -       194.821  (meters)     639.18   (feet)  ADJUSTED  
 JX1704  ___________________________________________________________________
 JX1704  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JX1704  DYNAMIC HT  -         194.705 (meters)     638.79  (feet)  COMP
 JX1704  MODELED GRAV-     980,026.1   (mgal)                       NAVD 88
 JX1704
 JX1704  VERT ORDER  -  FIRST     CLASS II
 JX1704
 JX1704.The horizontal coordinates were scaled from a topographic map and have
 JX1704.an estimated accuracy of +/- 6 seconds.
 JX1704
 JX1704.The orthometric height was determined by differential leveling
 JX1704.and adjusted by the National Geodetic Survey in June 1991..
 JX1704
 JX1704.The geoid height was determined by GEOID03.
 JX1704
 JX1704.The dynamic height is computed by dividing the NAVD 88
 JX1704.geopotential number by the normal gravity value computed on the
 JX1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1704.degrees latitude (g = 980.6199 gals.).
 JX1704
 JX1704.The modeled gravity was interpolated from observed gravity values.
 JX1704
 JX1704;                    North         East    Units  Estimated Accuracy
 JX1704;SPC WV N     -   106,810.      460,790.      MT  (+/- 180 meters Scaled)
 JX1704
 JX1704                          SUPERSEDED SURVEY CONTROL
 JX1704
 JX1704.No superseded survey control is available for this station.
 JX1704
 JX1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD898668(NAD 83)
 JX1704_MARKER: I = METAL ROD
 JX1704_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JX1704_SP_SET: STAINLESS STEEL ROD
 JX1704_STAMPING: Z 316 1983
 JX1704_MARK LOGO: NGS   
 JX1704_PROJECTION: FLUSH
 JX1704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1704_ROD/PIPE-DEPTH: 4.7  meters
 JX1704
 JX1704  HISTORY     - Date     Condition        Report By
 JX1704  HISTORY     - 1983     MONUMENTED       NGS
 JX1704
 JX1704                          STATION DESCRIPTION
 JX1704
 JX1704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1704'1.7 KM (1.05 MI) SW FROM BENS RUN.
 JX1704'1.7 KM (1.05 MI) SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 JX1704'BENS RUN ROAD IN BENS RUN TO THE MARK ON THE LEFT, 13.72 METERS
 JX1704'(45.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.06 METERS
 JX1704'(36.3 FT) NORTHWEST OF THE SOUTHEAST CORNER OF A SMALL WOODEN
 JX1704'BUILDING, 8.08 METERS (26.5 FT) NORTHWEST OF A DIM TRAIL ROAD,
 JX1704'1.16 METERS (3.8 FT) SOUTHWEST OF UTILITY POLE A9-619.
 JX1704'THE MARK IS 0.70 METERS  SW FROM A WITNESS POST.
 JX1704'THE MARK IS 3.05 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1125 ***********************************************************************
 JW1125  DESIGNATION -  Z 317
 JW1125  PID         -  JW1125
 JW1125  STATE/COUNTY-  WV/PRESTON
 JW1125  USGS QUAD   -  KINGWOOD (1976)
 JW1125
 JW1125                         *CURRENT SURVEY CONTROL
 JW1125  ___________________________________________________________________
 JW1125* NAD 83(1986)-  39 27 36.     (N)    079 39 41.     (W)     SCALED    
 JW1125* NAVD 88     -       388.002  (meters)    1272.97   (feet)  ADJUSTED  
 JW1125  ___________________________________________________________________
 JW1125  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JW1125  DYNAMIC HT  -         387.760 (meters)    1272.18  (feet)  COMP
 JW1125  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 JW1125
 JW1125  VERT ORDER  -  FIRST     CLASS II
 JW1125
 JW1125.The horizontal coordinates were scaled from a topographic map and have
 JW1125.an estimated accuracy of +/- 6 seconds.
 JW1125
 JW1125.The orthometric height was determined by differential leveling
 JW1125.and adjusted by the National Geodetic Survey in June 1991..
 JW1125
 JW1125.The geoid height was determined by GEOID03.
 JW1125
 JW1125.The dynamic height is computed by dividing the NAVD 88
 JW1125.geopotential number by the normal gravity value computed on the
 JW1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1125.degrees latitude (g = 980.6199 gals.).
 JW1125
 JW1125.The modeled gravity was interpolated from observed gravity values.
 JW1125
 JW1125;                    North         East    Units  Estimated Accuracy
 JW1125;SPC WV N     -   106,590.      586,110.      MT  (+/- 180 meters Scaled)
 JW1125
 JW1125                          SUPERSEDED SURVEY CONTROL
 JW1125
 JW1125.No superseded survey control is available for this station.
 JW1125
 JW1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD151686(NAD 83)
 JW1125_MARKER: DB = BENCH MARK DISK
 JW1125_SETTING: 66 = SET IN ROCK OUTCROP
 JW1125_SP_SET: ROCK OUTCROP
 JW1125_STAMPING: Z 317 1983
 JW1125_MARK LOGO: NGS   
 JW1125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1125+STABILITY: POSITION/ELEVATION WELL
 JW1125
 JW1125  HISTORY     - Date     Condition        Report By
 JW1125  HISTORY     - 1983     MONUMENTED       NGS
 JW1125
 JW1125                          STATION DESCRIPTION
 JW1125
 JW1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1125'17.2 KM (10.75 MI) NORT FROM ROWLESBURG.
 JW1125'17.2 KM (10.75 MI) NORTH ALONG STATE HIGHWAY 72 FROM THE ROWLESBURG
 JW1125'ELEMENTARY SCHOOL IN ROWLESBURG TO THE MARK ON THE LEFT, IN TOP OF A
 JW1125'ROCK OUTCROP, 0.2 KM (0.15 MI) SOUTHWEST OF HIGHWAY MILE MARKER 20,
 JW1125'7.31 METERS (24.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JW1125'26.21 METERS (86.0 FT) SOUTHWEST OF A HIGHWAY SIGN (DIP).
 JW1125'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 JW1125'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1770 ***********************************************************************
 JX1770  DESIGNATION -  Z 319
 JX1770  PID         -  JX1770
 JX1770  STATE/COUNTY-  WV/HARRISON
 JX1770  USGS QUAD   -  CLARKSBURG (1976)
 JX1770
 JX1770                         *CURRENT SURVEY CONTROL
 JX1770  ___________________________________________________________________
 JX1770* NAD 83(1986)-  39 17 01.     (N)    080 20 38.     (W)     SCALED    
 JX1770* NAVD 88     -       305.762  (meters)    1003.15   (feet)  ADJUSTED  
 JX1770  ___________________________________________________________________
 JX1770  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JX1770  DYNAMIC HT  -         305.570 (meters)    1002.52  (feet)  COMP
 JX1770  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 JX1770
 JX1770  VERT ORDER  -  FIRST     CLASS II
 JX1770
 JX1770.The horizontal coordinates were scaled from a topographic map and have
 JX1770.an estimated accuracy of +/- 6 seconds.
 JX1770
 JX1770.The orthometric height was determined by differential leveling
 JX1770.and adjusted by the National Geodetic Survey in June 1991..
 JX1770
 JX1770.The geoid height was determined by GEOID03.
 JX1770
 JX1770.The dynamic height is computed by dividing the NAVD 88
 JX1770.geopotential number by the normal gravity value computed on the
 JX1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1770.degrees latitude (g = 980.6199 gals.).
 JX1770
 JX1770.The modeled gravity was interpolated from observed gravity values.
 JX1770
 JX1770;                    North         East    Units  Estimated Accuracy
 JX1770;SPC WV N     -    87,340.      527,190.      MT  (+/- 180 meters Scaled)
 JX1770
 JX1770                          SUPERSEDED SURVEY CONTROL
 JX1770
 JX1770.No superseded survey control is available for this station.
 JX1770
 JX1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND565484(NAD 83)
 JX1770_MARKER: DB = BENCH MARK DISK
 JX1770_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX1770_SP_SET: ABUTMENT
 JX1770_STAMPING: Z 319 1983
 JX1770_MARK LOGO: NGS   
 JX1770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1770+STABILITY: POSITION/ELEVATION WELL
 JX1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1770+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2005
 JX1770
 JX1770  HISTORY     - Date     Condition        Report By
 JX1770  HISTORY     - 1983     MONUMENTED       NGS
 JX1770  HISTORY     - 20050626 GOOD             GEOCAC
 JX1770
 JX1770                          STATION DESCRIPTION
 JX1770
 JX1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JX1770'IN CLARKSBURG.
 JX1770'IN CLARKSBURG, IN THE SOUTHWEST ABUTMENT OF THE CHESTNUT STREET BRIDGE
 JX1770'OVER U.S. HIGHWAY 50, 6.2 METERS (20.5 FT) WEST OF THE CENTERLINE OF
 JX1770'THE STREET.
 JX1770'THE MARK IS 0.30 M ABOVE THE STREET.
 JX1770
 JX1770                          STATION RECOVERY (2005)
 JX1770
 JX1770'RECOVERY NOTE BY GEOCACHING 2005 (WRS)
 JX1770'ON CHESTNUT STREET. BRIDGE NUMBER 2005
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4100 ***********************************************************************
 JV4100  DESIGNATION -  Z 320
 JV4100  PID         -  JV4100
 JV4100  STATE/COUNTY-  WV/JEFFERSON
 JV4100  USGS QUAD   -  BERRYVILLE (1981)
 JV4100
 JV4100                         *CURRENT SURVEY CONTROL
 JV4100  ___________________________________________________________________
 JV4100* NAD 83(1986)-  39 14 34.     (N)    077 58 24.     (W)     SCALED    
 JV4100* NAVD 88     -       188.726  (meters)     619.18   (feet)  ADJUSTED  
 JV4100  ___________________________________________________________________
 JV4100  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JV4100  DYNAMIC HT  -         188.609 (meters)     618.79  (feet)  COMP
 JV4100  MODELED GRAV-     980,002.7   (mgal)                       NAVD 88
 JV4100
 JV4100  VERT ORDER  -  FIRST     CLASS II
 JV4100
 JV4100.The horizontal coordinates were scaled from a topographic map and have
 JV4100.an estimated accuracy of +/- 6 seconds.
 JV4100
 JV4100.The orthometric height was determined by differential leveling
 JV4100.and adjusted by the National Geodetic Survey in June 1991..
 JV4100
 JV4100.The geoid height was determined by GEOID03.
 JV4100
 JV4100.The dynamic height is computed by dividing the NAVD 88
 JV4100.geopotential number by the normal gravity value computed on the
 JV4100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4100.degrees latitude (g = 980.6199 gals.).
 JV4100
 JV4100.The modeled gravity was interpolated from observed gravity values.
 JV4100
 JV4100;                    North         East    Units  Estimated Accuracy
 JV4100;SPC WV N     -    83,580.      731,790.      MT  (+/- 180 meters Scaled)
 JV4100
 JV4100                          SUPERSEDED SURVEY CONTROL
 JV4100
 JV4100.No superseded survey control is available for this station.
 JV4100
 JV4100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ433479(NAD 83)
 JV4100_MARKER: DB = BENCH MARK DISK
 JV4100_SETTING: 66 = SET IN ROCK OUTCROP
 JV4100_SP_SET: ROCK OUTCROP
 JV4100_STAMPING: Z 320 1983
 JV4100_MARK LOGO: NGS   
 JV4100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4100+STABILITY: POSITION/ELEVATION WELL
 JV4100
 JV4100  HISTORY     - Date     Condition        Report By
 JV4100  HISTORY     - 1983     MONUMENTED       NGS
 JV4100
 JV4100                          STATION DESCRIPTION
 JV4100
 JV4100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4100'1.9 KM (1.25 MI) SW FROM SUMMIT POINT.
 JV4100'1.9 KM (1.25 MI) SOUTHWEST ALONG COUNTY ROAD 13 FROM THE JUNCTION OF
 JV4100'LEETOWN ROAD IN SUMMIT POINT TO THE MARK ON THE LEFT, AT THE SUMMIT
 JV4100'POINT RACEWAY AND ACROSS THE ROAD FROM A TWO STORY HOUSE, 7.4 METERS
 JV4100'(24.5 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 5.0 METERS (16.5 FT)
 JV4100'WEST OF A CABLE POLE, 1.5 METERS (5.0 FT) NORTHEAST OF A FENCE.
 JV4100'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 JV4100'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3196 ***********************************************************************
 HW3196  DESIGNATION -  Z 322
 HW3196  PID         -  HW3196
 HW3196  STATE/COUNTY-  WV/RANDOLPH
 HW3196  USGS QUAD   -  JUNIOR (1976)
 HW3196
 HW3196                         *CURRENT SURVEY CONTROL
 HW3196  ___________________________________________________________________
 HW3196* NAD 83(1986)-  38 57 30.     (N)    079 58 05.     (W)     SCALED    
 HW3196* NAVD 88     -       564.262  (meters)    1851.25   (feet)  ADJUSTED  
 HW3196  ___________________________________________________________________
 HW3196  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HW3196  DYNAMIC HT  -         563.869 (meters)    1849.96  (feet)  COMP
 HW3196  MODELED GRAV-     979,912.1   (mgal)                       NAVD 88
 HW3196
 HW3196  VERT ORDER  -  FIRST     CLASS II
 HW3196
 HW3196.The horizontal coordinates were scaled from a topographic map and have
 HW3196.an estimated accuracy of +/- 6 seconds.
 HW3196
 HW3196.The orthometric height was determined by differential leveling
 HW3196.and adjusted by the National Geodetic Survey in June 1991..
 HW3196
 HW3196.The geoid height was determined by GEOID03.
 HW3196
 HW3196.The dynamic height is computed by dividing the NAVD 88
 HW3196.geopotential number by the normal gravity value computed on the
 HW3196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3196.degrees latitude (g = 980.6199 gals.).
 HW3196
 HW3196.The modeled gravity was interpolated from observed gravity values.
 HW3196
 HW3196;                    North         East    Units  Estimated Accuracy
 HW3196;SPC WV S     -   217,860.      689,450.      MT  (+/- 180 meters Scaled)
 HW3196
 HW3196                          SUPERSEDED SURVEY CONTROL
 HW3196
 HW3196.No superseded survey control is available for this station.
 HW3196
 HW3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND894126(NAD 83)
 HW3196_MARKER: DB = BENCH MARK DISK
 HW3196_SETTING: 66 = SET IN ROCK OUTCROP
 HW3196_SP_SET: ROCK OUTCROP
 HW3196_STAMPING: Z 322 1983
 HW3196_MARK LOGO: NGS   
 HW3196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3196+STABILITY: POSITION/ELEVATION WELL
 HW3196
 HW3196  HISTORY     - Date     Condition        Report By
 HW3196  HISTORY     - 1983     MONUMENTED       NGS
 HW3196
 HW3196                          STATION DESCRIPTION
 HW3196
 HW3196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3196'9.2 KM (5.7 MI) SOUTH FROM BELINGTON.
 HW3196'9.2 KM (5.7 MI) SOUTH ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE IN
 HW3196'BELINGTON TO THE MARK ON THE RIGHT, SET IN TOP OF A LOWER LEDGE OF A
 HW3196'LONG ROCK CUT, AT THE HIGHEST POINT OF THE EXPOSED ROCK, 8.84 METERS
 HW3196'(29.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.46 METER
 HW3196'(1.5 FT) NORTHWEST OF THE SOUTHEAST END OF THE LEDGE.
 HW3196'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 HW3196'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3218 ***********************************************************************
 GX3218  DESIGNATION -  Z 323
 GX3218  PID         -  GX3218
 GX3218  STATE/COUNTY-  WV/GREENBRIER
 GX3218  USGS QUAD   -  WILLIAMSBURG (1972)
 GX3218
 GX3218                         *CURRENT SURVEY CONTROL
 GX3218  ___________________________________________________________________
 GX3218* NAD 83(1986)-  37 57 40.     (N)    080 22 45.     (W)     SCALED    
 GX3218* NAVD 88     -       640.453  (meters)    2101.22   (feet)  ADJUSTED  
 GX3218  ___________________________________________________________________
 GX3218  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GX3218  DYNAMIC HT  -         639.926 (meters)    2099.49  (feet)  COMP
 GX3218  MODELED GRAV-     979,786.1   (mgal)                       NAVD 88
 GX3218
 GX3218  VERT ORDER  -  FIRST     CLASS II
 GX3218
 GX3218.The horizontal coordinates were scaled from a topographic map and have
 GX3218.an estimated accuracy of +/- 6 seconds.
 GX3218
 GX3218.The orthometric height was determined by differential leveling
 GX3218.and adjusted by the National Geodetic Survey in June 1991..
 GX3218
 GX3218.The geoid height was determined by GEOID03.
 GX3218
 GX3218.The dynamic height is computed by dividing the NAVD 88
 GX3218.geopotential number by the normal gravity value computed on the
 GX3218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3218.degrees latitude (g = 980.6199 gals.).
 GX3218
 GX3218.The modeled gravity was interpolated from observed gravity values.
 GX3218
 GX3218;                    North         East    Units  Estimated Accuracy
 GX3218;SPC WV S     -   106,860.      654,550.      MT  (+/- 180 meters Scaled)
 GX3218
 GX3218                          SUPERSEDED SURVEY CONTROL
 GX3218
 GX3218.No superseded survey control is available for this station.
 GX3218
 GX3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC545016(NAD 83)
 GX3218_MARKER: DB = BENCH MARK DISK
 GX3218_SETTING: 66 = SET IN ROCK OUTCROP
 GX3218_SP_SET: ROCK OUTCROP
 GX3218_STAMPING: Z 323 1983
 GX3218_MARK LOGO: NGS   
 GX3218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3218+STABILITY: POSITION/ELEVATION WELL
 GX3218
 GX3218  HISTORY     - Date     Condition        Report By
 GX3218  HISTORY     - 1983     MONUMENTED       NGS
 GX3218
 GX3218                          STATION DESCRIPTION
 GX3218
 GX3218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GX3218'5.0 KM (3.15 MI) SOUTH FROM RENICK.
 GX3218'5.0 KM (3.15 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 GX3218'RENICK TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTH END OF A ROCK
 GX3218'CUT, ALSO 4.3 KM (2.7 MI) NORTH ALONG U.S. HIGHWAY 219 FROM THE POST
 GX3218'OFFICE IN FRANKFORD, 6.70 METERS (21.0 FT) WEST OF THE CENTERLINE OF
 GX3218'THE HIGHWAY, 8.23 METERS (27.0 FT) NORTH OF A METAL GATE TO A PASTURE,
 GX3218'0.15 METER (0.5 FT) NORTH OF THE SOUTH END OF THE ROCK CUT.
 GX3218'THE MARK IS 0.85 METERS  S FROM A WITNESS POST.
 GX3218'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2805 ***********************************************************************
 HX2805  DESIGNATION -  Z 324
 HX2805  PID         -  HX2805
 HX2805  STATE/COUNTY-  WV/POCAHONTAS
 HX2805  USGS QUAD   -  DROOP (1995)
 HX2805
 HX2805                         *CURRENT SURVEY CONTROL
 HX2805  ___________________________________________________________________
 HX2805* NAD 83(1986)-  38 04 24.     (N)    080 17 14.     (W)     SCALED    
 HX2805* NAVD 88     -       940.853  (meters)    3086.78   (feet)  ADJUSTED  
 HX2805  ___________________________________________________________________
 HX2805  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HX2805  DYNAMIC HT  -         940.068 (meters)    3084.21  (feet)  COMP
 HX2805  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 HX2805
 HX2805  VERT ORDER  -  FIRST     CLASS II
 HX2805
 HX2805.The horizontal coordinates were scaled from a topographic map and have
 HX2805.an estimated accuracy of +/- 6 seconds.
 HX2805
 HX2805.The orthometric height was determined by differential leveling
 HX2805.and adjusted by the National Geodetic Survey in June 1991..
 HX2805
 HX2805.The geoid height was determined by GEOID03.
 HX2805
 HX2805.The dynamic height is computed by dividing the NAVD 88
 HX2805.geopotential number by the normal gravity value computed on the
 HX2805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2805.degrees latitude (g = 980.6199 gals.).
 HX2805
 HX2805.The modeled gravity was interpolated from observed gravity values.
 HX2805
 HX2805;                    North         East    Units  Estimated Accuracy
 HX2805;SPC WV S     -   119,370.      662,540.      MT  (+/- 180 meters Scaled)
 HX2805
 HX2805                          SUPERSEDED SURVEY CONTROL
 HX2805
 HX2805.No superseded survey control is available for this station.
 HX2805
 HX2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC625141(NAD 83)
 HX2805_MARKER: DB = BENCH MARK DISK
 HX2805_SETTING: 66 = SET IN ROCK OUTCROP
 HX2805_SP_SET: ROCK OUTCROP
 HX2805_STAMPING: Z 324 1983
 HX2805_MARK LOGO: NGS   
 HX2805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2805+STABILITY: POSITION/ELEVATION WELL
 HX2805
 HX2805  HISTORY     - Date     Condition        Report By
 HX2805  HISTORY     - 1983     MONUMENTED       NGS
 HX2805
 HX2805                          STATION DESCRIPTION
 HX2805
 HX2805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HX2805'IN DROOP.
 HX2805'IN DROOP, ALONG U.S. HIGHWAY 219, SET IN TOP OF A LARGE FLAT AREA OF
 HX2805'BEDROCK, 0.1 KM (0.05 MI) NORTH OF THE POST OFFICE, 8.84 METERS
 HX2805'(29.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.98 METERS
 HX2805'(6.5 FT) NORTHEAST OF UTILITY POLE LHG 12.
 HX2805'THE MARK IS 1.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3203 ***********************************************************************
 GX3203  DESIGNATION -  Z 325
 GX3203  PID         -  GX3203
 GX3203  STATE/COUNTY-  WV/GREENBRIER
 GX3203  USGS QUAD   -  FORT SPRING (1971)
 GX3203
 GX3203                         *CURRENT SURVEY CONTROL
 GX3203  ___________________________________________________________________
 GX3203* NAD 83(1986)-  37 43 45.     (N)    080 35 48.     (W)     SCALED    
 GX3203* NAVD 88     -       491.211  (meters)    1611.58   (feet)  ADJUSTED  
 GX3203  ___________________________________________________________________
 GX3203  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GX3203  DYNAMIC HT  -         490.810 (meters)    1610.27  (feet)  COMP
 GX3203  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 GX3203
 GX3203  VERT ORDER  -  FIRST     CLASS II
 GX3203
 GX3203.The horizontal coordinates were scaled from a topographic map and have
 GX3203.an estimated accuracy of +/- 6 seconds.
 GX3203
 GX3203.The orthometric height was determined by differential leveling
 GX3203.and adjusted by the National Geodetic Survey in June 1991..
 GX3203
 GX3203.The geoid height was determined by GEOID03.
 GX3203
 GX3203.The dynamic height is computed by dividing the NAVD 88
 GX3203.geopotential number by the normal gravity value computed on the
 GX3203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3203.degrees latitude (g = 980.6199 gals.).
 GX3203
 GX3203.The modeled gravity was interpolated from observed gravity values.
 GX3203
 GX3203;                    North         East    Units  Estimated Accuracy
 GX3203;SPC WV S     -    81,010.      635,550.      MT  (+/- 180 meters Scaled)
 GX3203
 GX3203                          SUPERSEDED SURVEY CONTROL
 GX3203
 GX3203.No superseded survey control is available for this station.
 GX3203
 GX3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB355758(NAD 83)
 GX3203_MARKER: DB = BENCH MARK DISK
 GX3203_SETTING: 66 = SET IN ROCK OUTCROP
 GX3203_SP_SET: ROCK OUTCROP
 GX3203_STAMPING: Z 325 1984
 GX3203_MARK LOGO: NGS   
 GX3203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3203+STABILITY: POSITION/ELEVATION WELL
 GX3203
 GX3203  HISTORY     - Date     Condition        Report By
 GX3203  HISTORY     - 1984     MONUMENTED       NGS
 GX3203
 GX3203                          STATION DESCRIPTION
 GX3203
 GX3203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3203'5.2 KM (3.2 MI) EAST FROM ALDERSON.
 GX3203'0.9 KM (0.55 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 GX3203'NORTH MONROE STREET IN ALDERSON, THENCE 4.3 KM (2.65 MI) EAST ALONG
 GX3203'STATE HIGHWAY 63 TO THE MARK ON THE LEFT, SET VERTICALLY IN AND ABOUT
 GX3203'CENTERED OF A LONG ROCK CUT, 8.53 METERS (28.0 FT) NORTHWEST OF THE
 GX3203'CENTERLINE OF THE HIGHWAY, 17.37 METERS (57.0 FT) NORTHEAST OF THE
 GX3203'NORTHWEST END OF A PIPE CULVERT UNDER THE HIGHWAY.
 GX3203'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4107 ***********************************************************************
 JV4107  DESIGNATION -  Z 326
 JV4107  PID         -  JV4107
 JV4107  STATE/COUNTY-  WV/BERKELEY
 JV4107  USGS QUAD   -  MARTINSBURG (1979)
 JV4107
 JV4107                         *CURRENT SURVEY CONTROL
 JV4107  ___________________________________________________________________
 JV4107* NAD 83(1986)-  39 28 26.     (N)    077 57 23.     (W)     SCALED    
 JV4107* NAVD 88     -       151.636  (meters)     497.49   (feet)  ADJUSTED  
 JV4107  ___________________________________________________________________
 JV4107  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JV4107  DYNAMIC HT  -         151.545 (meters)     497.19  (feet)  COMP
 JV4107  MODELED GRAV-     980,026.1   (mgal)                       NAVD 88
 JV4107
 JV4107  VERT ORDER  -  FIRST     CLASS II
 JV4107
 JV4107.The horizontal coordinates were scaled from a topographic map and have
 JV4107.an estimated accuracy of +/- 6 seconds.
 JV4107
 JV4107.The orthometric height was determined by differential leveling
 JV4107.and adjusted by the National Geodetic Survey in June 1991..
 JV4107
 JV4107.The geoid height was determined by GEOID03.
 JV4107
 JV4107.The dynamic height is computed by dividing the NAVD 88
 JV4107.geopotential number by the normal gravity value computed on the
 JV4107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4107.degrees latitude (g = 980.6199 gals.).
 JV4107
 JV4107.The modeled gravity was interpolated from observed gravity values.
 JV4107
 JV4107;                    North         East    Units  Estimated Accuracy
 JV4107;SPC WV N     -   109,260.      732,810.      MT  (+/- 180 meters Scaled)
 JV4107
 JV4107                          SUPERSEDED SURVEY CONTROL
 JV4107
 JV4107.No superseded survey control is available for this station.
 JV4107
 JV4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ456735(NAD 83)
 JV4107_MARKER: DB = BENCH MARK DISK
 JV4107_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JV4107_SP_SET: ABUTMENT
 JV4107_STAMPING: Z 326 1983
 JV4107_MARK LOGO: NGS   
 JV4107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV4107
 JV4107  HISTORY     - Date     Condition        Report By
 JV4107  HISTORY     - 1983     MONUMENTED       NGS
 JV4107
 JV4107                          STATION DESCRIPTION
 JV4107
 JV4107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4107'2.3 KM (1.45 MI) NORTH FROM MARTINSBURG.
 JV4107'2.3 KM (1.45 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE COURTHOUSE IN
 JV4107'MARTINSBURG TO THE MARK ON THE LEFT, IN TOP OF THE WEST SIDE OF THE
 JV4107'SOUTH ABUTMENT OF THE HIGHWAY BRIDGE OVER THE CONRAIL RAILROAD,
 JV4107'7.16 METERS (23.5 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 JV4107'THE HIGHWAY, 4.72 METERS (15.5 FT) NORTH OF THE SOUTH END OF THE
 JV4107'BRIDGE.
 JV4107'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3233 ***********************************************************************
 GX3233  DESIGNATION -  Z 328
 GX3233  PID         -  GX3233
 GX3233  STATE/COUNTY-  WV/GREENBRIER
 GX3233  USGS QUAD   -  JERRYS RUN (1995)
 GX3233
 GX3233                         *CURRENT SURVEY CONTROL
 GX3233  ___________________________________________________________________
 GX3233* NAD 83(1986)-  37 46 56.     (N)    080 13 59.     (W)     SCALED    
 GX3233* NAVD 88     -       698.785  (meters)    2292.60   (feet)  ADJUSTED  
 GX3233  ___________________________________________________________________
 GX3233  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GX3233  DYNAMIC HT  -         698.191 (meters)    2290.65  (feet)  COMP
 GX3233  MODELED GRAV-     979,756.8   (mgal)                       NAVD 88
 GX3233
 GX3233  VERT ORDER  -  FIRST     CLASS II
 GX3233
 GX3233.The horizontal coordinates were scaled from a topographic map and have
 GX3233.an estimated accuracy of +/- 6 seconds.
 GX3233
 GX3233.The orthometric height was determined by differential leveling
 GX3233.and adjusted by the National Geodetic Survey in June 1991..
 GX3233
 GX3233.The geoid height was determined by GEOID03.
 GX3233
 GX3233.The dynamic height is computed by dividing the NAVD 88
 GX3233.geopotential number by the normal gravity value computed on the
 GX3233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3233.degrees latitude (g = 980.6199 gals.).
 GX3233
 GX3233.The modeled gravity was interpolated from observed gravity values.
 GX3233
 GX3233;                    North         East    Units  Estimated Accuracy
 GX3233;SPC WV S     -    87,100.      667,560.      MT  (+/- 180 meters Scaled)
 GX3233
 GX3233                          SUPERSEDED SURVEY CONTROL
 GX3233
 GX3233.No superseded survey control is available for this station.
 GX3233
 GX3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB675819(NAD 83)
 GX3233_MARKER: DB = BENCH MARK DISK
 GX3233_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX3233_SP_SET: BASE OF PIER
 GX3233_STAMPING: Z 328 1984
 GX3233_MARK LOGO: NGS   
 GX3233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3233
 GX3233  HISTORY     - Date     Condition        Report By
 GX3233  HISTORY     - 1984     MONUMENTED       NGS
 GX3233
 GX3233                          STATION DESCRIPTION
 GX3233
 GX3233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3233'6.8 KM (4.2 MI) EAST FROM WHITE SULPHUR SPRINGS.
 GX3233'6.8 KM (4.2 MI) EAST ALONG INTERSTATE 64 FROM THE EAST END OF THE
 GX3233'HIGHWAY BRIDGE OVER THE CHESAPEAKE AND OHIO RAILROAD IN WHITE SULPHUR
 GX3233'SPRINGS TO THE MARK ON THE LEFT, IN THE MEDIAN OF THE INTERSTATE, IN
 GX3233'TOP OF THE SOUTH SIDE OF THE CONCRETE BASE OF THE WEST ONE OF TWO PIER
 GX3233'SUPPORTS OF THE STATE HIGHWAY 311 ENTRANCE RAMP BRIDGE OVER INTERSTATE
 GX3233'64, 1.1 KM (0.65 MI) SOUTHWEST OF THE VIRGINIA STATE LINE,
 GX3233'11.30 METERS (37.0 FT) NORTH OF THE CENTERLINE OF INTERSTATE 64,
 GX3233'1.52 METERS (5.0 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE
 GX3233'BASE OF THE PIERS, 0.30 METER (1.0 FT) SOUTH OF THE SOUTH FACE OF THE
 GX3233'WEST ONE OF TWO PIER SUPPORTS OF THE BRIDGE.
 GX3233'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2823 ***********************************************************************
 HX2823  DESIGNATION -  Z 330
 HX2823  PID         -  HX2823
 HX2823  STATE/COUNTY-  WV/JACKSON
 HX2823  USGS QUAD   -  RAVENSWOOD (1994)
 HX2823
 HX2823                         *CURRENT SURVEY CONTROL
 HX2823  ___________________________________________________________________
 HX2823* NAD 83(1986)-  38 53 51.     (N)    081 50 02.     (W)     SCALED    
 HX2823* NAVD 88     -       190.028  (meters)     623.45   (feet)  ADJUSTED  
 HX2823  ___________________________________________________________________
 HX2823  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HX2823  DYNAMIC HT  -         189.905 (meters)     623.05  (feet)  COMP
 HX2823  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 HX2823
 HX2823  VERT ORDER  -  FIRST     CLASS II
 HX2823
 HX2823.The horizontal coordinates were scaled from a topographic map and have
 HX2823.an estimated accuracy of +/- 6 seconds.
 HX2823
 HX2823.The orthometric height was determined by differential leveling
 HX2823.and adjusted by the National Geodetic Survey in June 1991..
 HX2823
 HX2823.The geoid height was determined by GEOID03.
 HX2823
 HX2823.The dynamic height is computed by dividing the NAVD 88
 HX2823.geopotential number by the normal gravity value computed on the
 HX2823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2823.degrees latitude (g = 980.6199 gals.).
 HX2823
 HX2823.The modeled gravity was interpolated from observed gravity values.
 HX2823
 HX2823;                    North         East    Units  Estimated Accuracy
 HX2823;SPC WV S     -   210,940.      527,660.      MT  (+/- 180 meters Scaled)
 HX2823
 HX2823                          SUPERSEDED SURVEY CONTROL
 HX2823
 HX2823.No superseded survey control is available for this station.
 HX2823
 HX2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD276057(NAD 83)
 HX2823_MARKER: I = METAL ROD
 HX2823_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HX2823_SP_SET: STAINLESS STEEL ROD
 HX2823_STAMPING: Z 330 1984
 HX2823_MARK LOGO: NGS   
 HX2823_PROJECTION: FLUSH
 HX2823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2823_ROD/PIPE-DEPTH: 12.2 meters
 HX2823
 HX2823  HISTORY     - Date     Condition        Report By
 HX2823  HISTORY     - 1984     MONUMENTED       NGS
 HX2823
 HX2823                          STATION DESCRIPTION
 HX2823
 HX2823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HX2823'IN MILLWOOD.
 HX2823'IN MILLWOOD, AT THE POST OFFICE, AT THE JUNCTION OF STATE HIGHWAY 2
 HX2823'AND DANDELION DRIVE, 32.30 METERS (106.0 FT) WEST OF THE CENTERLINE OF
 HX2823'THE HIGHWAY, 7.92 METERS (26.0 FT) SOUTH OF THE CENTER OF DANDELION
 HX2823'DRIVE, 6.52 METERS (21.4 FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER
 HX2823'OF THE POST OFFICE, 0.79 METER (2.6 FT) WEST OF THE FLAG POLE.
 HX2823'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1779 ***********************************************************************
 JW1779  DESIGNATION -  Z 334
 JW1779  PID         -  JW1779
 JW1779  STATE/COUNTY-  WV/MONONGALIA
 JW1779  USGS QUAD   -  LAKE LYNN (1976)
 JW1779
 JW1779                         *CURRENT SURVEY CONTROL
 JW1779  ___________________________________________________________________
 JW1779* NAD 83(1986)-  39 39 38.     (N)    079 48 58.     (W)     SCALED    
 JW1779* NAVD 88     -       536.266  (meters)    1759.40   (feet)  ADJUSTED  
 JW1779  ___________________________________________________________________
 JW1779  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JW1779  DYNAMIC HT  -         535.930 (meters)    1758.30  (feet)  COMP
 JW1779  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 JW1779
 JW1779  VERT ORDER  -  FIRST     CLASS II
 JW1779
 JW1779.The horizontal coordinates were scaled from a topographic map and have
 JW1779.an estimated accuracy of +/- 6 seconds.
 JW1779
 JW1779.The orthometric height was determined by differential leveling
 JW1779.and adjusted by the National Geodetic Survey in April 1995..
 JW1779
 JW1779.The geoid height was determined by GEOID03.
 JW1779
 JW1779.The dynamic height is computed by dividing the NAVD 88
 JW1779.geopotential number by the normal gravity value computed on the
 JW1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1779.degrees latitude (g = 980.6199 gals.).
 JW1779
 JW1779.The modeled gravity was interpolated from observed gravity values.
 JW1779
 JW1779;                    North         East    Units  Estimated Accuracy
 JW1779;SPC WV N     -   128,890.      572,880.      MT  (+/- 180 meters Scaled)
 JW1779
 JW1779                          SUPERSEDED SURVEY CONTROL
 JW1779
 JW1779.No superseded survey control is available for this station.
 JW1779
 JW1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD015907(NAD 83)
 JW1779_MARKER: DV = VERTICAL CONTROL DISK
 JW1779_SETTING: 66 = SET IN ROCK OUTCROP
 JW1779_SP_SET: IN A DRILL HOLE IN BEDROCK
 JW1779_STAMPING: Z 334 1993
 JW1779_MARK LOGO: NGS   
 JW1779_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1779+STABILITY: POSITION/ELEVATION WELL
 JW1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1779+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JW1779
 JW1779  HISTORY     - Date     Condition        Report By
 JW1779  HISTORY     - 1993     MONUMENTED       NGS
 JW1779
 JW1779                          STATION DESCRIPTION
 JW1779
 JW1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JW1779'9.0 KM (5.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 68 FROM THE
 JW1779'JUNCTION OF STATE HIGHWAY 857 IN MORGANTOWN (EXIT 7), NEAR THE CENTER
 JW1779'OF A 2 BY 4-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 414.0 M
 JW1779'(1358.3 FT) WEST OF A UTILITY LINE CROSSING, 13.3 M (43.6 FT)
 JW1779'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 JW1779'1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 JW1779'SOUTHEAST 0F A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2238 ***********************************************************************
 GX2238  DESIGNATION -  Z 34
 GX2238  PID         -  GX2238
 GX2238  STATE/COUNTY-  WV/LOGAN
 GX2238  USGS QUAD   -  MAN (1976)
 GX2238
 GX2238                         *CURRENT SURVEY CONTROL
 GX2238  ___________________________________________________________________
 GX2238* NAD 83(1986)-  37 43 11.     (N)    081 59 40.     (W)     SCALED    
 GX2238* NAVD 88     -       288.067  (meters)     945.10   (feet)  ADJUSTED  
 GX2238  ___________________________________________________________________
 GX2238  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GX2238  DYNAMIC HT  -         287.848 (meters)     944.38  (feet)  COMP
 GX2238  MODELED GRAV-     979,864.7   (mgal)                       NAVD 88
 GX2238
 GX2238  VERT ORDER  -  SECOND    CLASS 0
 GX2238
 GX2238.The horizontal coordinates were scaled from a topographic map and have
 GX2238.an estimated accuracy of +/- 6 seconds.
 GX2238
 GX2238.The orthometric height was determined by differential leveling
 GX2238.and adjusted by the National Geodetic Survey in June 1991..
 GX2238
 GX2238.The geoid height was determined by GEOID03.
 GX2238
 GX2238.The dynamic height is computed by dividing the NAVD 88
 GX2238.geopotential number by the normal gravity value computed on the
 GX2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2238.degrees latitude (g = 980.6199 gals.).
 GX2238
 GX2238.The modeled gravity was interpolated from observed gravity values.
 GX2238
 GX2238;                    North         East    Units  Estimated Accuracy
 GX2238;SPC WV S     -    80,350.      512,330.      MT  (+/- 180 meters Scaled)
 GX2238
 GX2238                          SUPERSEDED SURVEY CONTROL
 GX2238
 GX2238  NGVD 29 (??/??/92)  288.274  (m)          945.78   (f) ADJ UNCH    2 0
 GX2238
 GX2238.Superseded values are not recommended for survey control.
 GX2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2238.See file dsdata.txt to determine how the superseded data were derived.
 GX2238
 GX2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB123751(NAD 83)
 GX2238_MARKER: DB = BENCH MARK DISK
 GX2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2238_STAMPING: Z 34 1935
 GX2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2238+STABILITY: SURFACE MOTION
 GX2238
 GX2238  HISTORY     - Date     Condition        Report By
 GX2238  HISTORY     - 1935     MONUMENTED       CGS
 GX2238
 GX2238                          STATION DESCRIPTION
 GX2238
 GX2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2238'0.5 MI S FROM STIRRAT.
 GX2238'0.5 MILE SOUTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE AT
 GX2238'STIRRAT, LOGAN COUNTY, 0.1 MILE NORTH OF CHESAPEAKE AND OHIO
 GX2238'RAILWAY MILEPOST MJ 11, AT A SWITCH TO A SPUR TRACK LEADING
 GX2238'EAST ACROSS THE HIGHWAY TO A MINE, BETWEEN THE TRACK AND THE
 GX2238'HIGHWAY, 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GX2238'13-1/2 FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED
 GX2238'Z 34 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GX2238'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2287 ***********************************************************************
 GX2287  DESIGNATION -  Z 35
 GX2287  PID         -  GX2287
 GX2287  STATE/COUNTY-  WV/LOGAN
 GX2287  USGS QUAD   -  CLOTHIER (1989)
 GX2287
 GX2287                         *CURRENT SURVEY CONTROL
 GX2287  ___________________________________________________________________
 GX2287* NAD 83(1986)-  37 55 09.     (N)    081 49 43.     (W)     SCALED    
 GX2287* NAVD 88     -       256.860  (meters)     842.71   (feet)  ADJUSTED  
 GX2287  ___________________________________________________________________
 GX2287  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GX2287  DYNAMIC HT  -         256.672 (meters)     842.10  (feet)  COMP
 GX2287  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 GX2287
 GX2287  VERT ORDER  -  SECOND    CLASS 0
 GX2287
 GX2287.The horizontal coordinates were scaled from a topographic map and have
 GX2287.an estimated accuracy of +/- 6 seconds.
 GX2287
 GX2287.The orthometric height was determined by differential leveling
 GX2287.and adjusted by the National Geodetic Survey in June 1991..
 GX2287
 GX2287.The geoid height was determined by GEOID03.
 GX2287
 GX2287.The dynamic height is computed by dividing the NAVD 88
 GX2287.geopotential number by the normal gravity value computed on the
 GX2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2287.degrees latitude (g = 980.6199 gals.).
 GX2287
 GX2287.The modeled gravity was interpolated from observed gravity values.
 GX2287
 GX2287;                    North         East    Units  Estimated Accuracy
 GX2287;SPC WV S     -   102,340.      527,150.      MT  (+/- 180 meters Scaled)
 GX2287
 GX2287                          SUPERSEDED SURVEY CONTROL
 GX2287
 GX2287  NGVD 29 (??/??/92)  257.068  (m)          843.40   (f) ADJ UNCH    2 0
 GX2287
 GX2287.Superseded values are not recommended for survey control.
 GX2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2287.See file dsdata.txt to determine how the superseded data were derived.
 GX2287
 GX2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB271971(NAD 83)
 GX2287_MARKER: DB = BENCH MARK DISK
 GX2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2287_STAMPING: Z 35 1935
 GX2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2287+STABILITY: SURFACE MOTION
 GX2287
 GX2287  HISTORY     - Date     Condition        Report By
 GX2287  HISTORY     - 1935     MONUMENTED       CGS
 GX2287  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2287
 GX2287                          STATION DESCRIPTION
 GX2287
 GX2287'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2287'AT SHARPLES.
 GX2287'AT SHARPLES, LOGAN COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY
 GX2287'AT THE BOONE COUNTY COAL CORPORTION CLUBHOUSE, 65 FEET SOUTHWEST
 GX2287'OF A HIGHWAY BRIDGE OVER A RIVER, 35 FEET NORTH OF THE NORTH
 GX2287'FACE OF THE CLUBHOUSE, 4 FEET WEST OF A WALK LEADING TO THE NORTH
 GX2287'ENTRANCE, AND LEVEL WITH THE LAWN.  A STANDARD DISK, STAMPED Z 35
 GX2287'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GX2287
 GX2287                          STATION RECOVERY (1960)
 GX2287
 GX2287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2108 ***********************************************************************
 HX2108  DESIGNATION -  Z 36
 HX2108  PID         -  HX2108
 HX2108  STATE/COUNTY-  WV/LINCOLN
 HX2108  USGS QUAD   -  JULIAN (1976)
 HX2108
 HX2108                         *CURRENT SURVEY CONTROL
 HX2108  ___________________________________________________________________
 HX2108* NAD 83(1986)-  38 12 54.     (N)    081 50 00.     (W)     SCALED    
 HX2108* NAVD 88     -       197.701  (meters)     648.62   (feet)  ADJUSTED  
 HX2108  ___________________________________________________________________
 HX2108  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HX2108  DYNAMIC HT  -         197.561 (meters)     648.16  (feet)  COMP
 HX2108  MODELED GRAV-     979,916.7   (mgal)                       NAVD 88
 HX2108
 HX2108  VERT ORDER  -  SECOND    CLASS 0
 HX2108
 HX2108.The horizontal coordinates were scaled from a topographic map and have
 HX2108.an estimated accuracy of +/- 6 seconds.
 HX2108
 HX2108.The orthometric height was determined by differential leveling
 HX2108.and adjusted by the National Geodetic Survey in June 1991..
 HX2108
 HX2108.The geoid height was determined by GEOID03.
 HX2108
 HX2108.The dynamic height is computed by dividing the NAVD 88
 HX2108.geopotential number by the normal gravity value computed on the
 HX2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2108.degrees latitude (g = 980.6199 gals.).
 HX2108
 HX2108.The modeled gravity was interpolated from observed gravity values.
 HX2108
 HX2108;                    North         East    Units  Estimated Accuracy
 HX2108;SPC WV S     -   135,180.      527,030.      MT  (+/- 180 meters Scaled)
 HX2108
 HX2108                          SUPERSEDED SURVEY CONTROL
 HX2108
 HX2108  NGVD 29 (??/??/92)  197.911  (m)          649.31   (f) ADJ UNCH    2 0
 HX2108
 HX2108.Superseded values are not recommended for survey control.
 HX2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2108.See file dsdata.txt to determine how the superseded data were derived.
 HX2108
 HX2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC270299(NAD 83)
 HX2108_MARKER: DB = BENCH MARK DISK
 HX2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2108_STAMPING: Z 36 1935
 HX2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2108+STABILITY: SURFACE MOTION
 HX2108
 HX2108  HISTORY     - Date     Condition        Report By
 HX2108  HISTORY     - 1935     MONUMENTED       CGS
 HX2108  HISTORY     - 1973     GOOD             LOCENG
 HX2108
 HX2108                          STATION DESCRIPTION
 HX2108
 HX2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2108'AT MC CORKLE.
 HX2108'AT MC CORKLE, LINCOLN COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 HX2108'28 YARDS SOUTHEAST OF THE STATION, 12 FEET EAST OF THE EAST
 HX2108'RAIL, ONE FOOT NORTH OF A TELEPHONE POLE, AND LEVEL WITH THE
 HX2108'TRACK.  A STANDARD DISK, STAMPED Z 36 1935 AND SET IN THE TOP
 HX2108'OF A CONCRETE POST.
 HX2108
 HX2108                          STATION RECOVERY (1973)
 HX2108
 HX2108'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2137 ***********************************************************************
 HX2137  DESIGNATION -  Z 37
 HX2137  PID         -  HX2137
 HX2137  STATE/COUNTY-  WV/PUTNAM
 HX2137  USGS QUAD   -  SCOTT DEPOT (1989)
 HX2137
 HX2137                         *CURRENT SURVEY CONTROL
 HX2137  ___________________________________________________________________
 HX2137* NAD 83(1986)-  38 26 27.     (N)    081 57 05.     (W)     SCALED    
 HX2137* NAVD 88     -       215.461  (meters)     706.89   (feet)  ADJUSTED  
 HX2137  ___________________________________________________________________
 HX2137  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HX2137  DYNAMIC HT  -         215.314 (meters)     706.41  (feet)  COMP
 HX2137  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 HX2137
 HX2137  VERT ORDER  -  SECOND    CLASS 0
 HX2137
 HX2137.The horizontal coordinates were scaled from a topographic map and have
 HX2137.an estimated accuracy of +/- 6 seconds.
 HX2137
 HX2137.The orthometric height was determined by differential leveling
 HX2137.and adjusted by the National Geodetic Survey in June 1991..
 HX2137
 HX2137.The geoid height was determined by GEOID03.
 HX2137
 HX2137.The dynamic height is computed by dividing the NAVD 88
 HX2137.geopotential number by the normal gravity value computed on the
 HX2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2137.degrees latitude (g = 980.6199 gals.).
 HX2137
 HX2137.The modeled gravity was interpolated from observed gravity values.
 HX2137
 HX2137;                    North         East    Units  Estimated Accuracy
 HX2137;SPC WV S     -   160,340.      516,950.      MT  (+/- 180 meters Scaled)
 HX2137
 HX2137                          SUPERSEDED SURVEY CONTROL
 HX2137
 HX2137  NGVD 29 (??/??/92)  215.642  (m)          707.49   (f) ADJ UNCH    2 0
 HX2137
 HX2137.Superseded values are not recommended for survey control.
 HX2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2137.See file dsdata.txt to determine how the superseded data were derived.
 HX2137
 HX2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC169551(NAD 83)
 HX2137_MARKER: DB = BENCH MARK DISK
 HX2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2137_STAMPING: Z 37 1935
 HX2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2137+STABILITY: SURFACE MOTION
 HX2137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HX2137+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 HX2137
 HX2137  HISTORY     - Date     Condition        Report By
 HX2137  HISTORY     - 1935     MONUMENTED       CGS
 HX2137  HISTORY     - 20030506 GOOD             INDIV
 HX2137
 HX2137                          STATION DESCRIPTION
 HX2137
 HX2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2137'AT TEAYS.
 HX2137'AT TEAYS, PUTNAM COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY, ABOUT
 HX2137'0.1 MILE WEST OF MILEPOST 475, 45 FEET SOUTH OF THE SOUTHWEST
 HX2137'CORNER OF THE STATION, ABOUT 40 YARDS SOUTHEAST OF A GRAVEL-ROAD
 HX2137'CROSSING, ABOUT 19 YARDS WEST OF THE SOUTHWEST CORNER OF A STOREHOUSE,
 HX2137'28 FEET SOUTHEAST OF A 20-INCH OAK TREE, AND ABOUT 1 FOOT HIGHER
 HX2137'THAN THE TRACK.  A STANDARD DISK, STAMPED Z 37 1935 AND SET IN THE
 HX2137'TOP OF A CONCRETE POST.
 HX2137
 HX2137                          STATION RECOVERY (2003)
 HX2137
 HX2137'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JDB)
 HX2137'AREA HAS CHANGED SIGNIFICANTLY. FROM WV 34 HURRICANE, S ON CR 32 0.5
 HX2137'MILES. CROSS CSX RAILROAD, 2 TRACKS. MONUMENT IS IN YARD OF 316 TEAYS
 HX2137'LANE, 98 FT E OF A FIRE HYDRANT, 40.5 FT E OF AEP POLE 62B17/8OT AND
 HX2137'DIRECTLY UNDER THE OVERHEAD UTILITIES, 18.5 FT E OF 20 INCH LOCUST
 HX2137'TREE, 46.3 FT W OF NW CORNER OF OLD CLOSED GENERAL STORE, 32 FT S OF
 HX2137'CL OF ASPHALT ROAD (CR 32/1), 76.5 FT S OF S RAIL, LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0458 ***********************************************************************
 HY0458  DESIGNATION -  Z 38
 HY0458  PID         -  HY0458
 HY0458  STATE/COUNTY-  WV/CABELL
 HY0458  USGS QUAD   -  HUNTINGTON (1985)
 HY0458
 HY0458                         *CURRENT SURVEY CONTROL
 HY0458  ___________________________________________________________________
 HY0458* NAD 83(1986)-  38 25 11.     (N)    082 26 45.     (W)     SCALED    
 HY0458* NAVD 88     -       170.361  (meters)     558.93   (feet)  ADJUSTED  
 HY0458  ___________________________________________________________________
 HY0458  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 HY0458  DYNAMIC HT  -         170.246 (meters)     558.55  (feet)  COMP
 HY0458  MODELED GRAV-     979,951.7   (mgal)                       NAVD 88
 HY0458
 HY0458  VERT ORDER  -  FIRST     CLASS II
 HY0458
 HY0458.The horizontal coordinates were scaled from a topographic map and have
 HY0458.an estimated accuracy of +/- 6 seconds.
 HY0458
 HY0458.The orthometric height was determined by differential leveling
 HY0458.and adjusted by the National Geodetic Survey in June 1991..
 HY0458.WARNING-Repeat measurements at this control monument indicate possible
 HY0458.vertical movement.
 HY0458
 HY0458.The geoid height was determined by GEOID03.
 HY0458
 HY0458.The dynamic height is computed by dividing the NAVD 88
 HY0458.geopotential number by the normal gravity value computed on the
 HY0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0458.degrees latitude (g = 980.6199 gals.).
 HY0458
 HY0458.The modeled gravity was interpolated from observed gravity values.
 HY0458
 HY0458;                    North         East    Units  Estimated Accuracy
 HY0458;SPC WV S     -   158,560.      473,750.      MT  (+/- 180 meters Scaled)
 HY0458
 HY0458                          SUPERSEDED SURVEY CONTROL
 HY0458
 HY0458  NGVD 29 (??/??/92)  170.540  (m)          559.51   (f) ADJ UNCH    1 2
 HY0458
 HY0458.Superseded values are not recommended for survey control.
 HY0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0458.See file dsdata.txt to determine how the superseded data were derived.
 HY0458
 HY0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC737533(NAD 83)
 HY0458_MARKER: DB = BENCH MARK DISK
 HY0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0458_STAMPING: Z 38 1935
 HY0458_MARK LOGO: CGS   
 HY0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0458+STABILITY: SURFACE MOTION
 HY0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0458+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 HY0458
 HY0458  HISTORY     - Date     Condition        Report By
 HY0458  HISTORY     - 1935     MONUMENTED       CGS
 HY0458  HISTORY     - 1956     GOOD             NGS
 HY0458  HISTORY     - 1958     GOOD             NGS
 HY0458  HISTORY     - 1984     GOOD             NGS
 HY0458  HISTORY     - 20040602 GOOD             USPSQD
 HY0458
 HY0458                          STATION DESCRIPTION
 HY0458
 HY0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0458'AT HUNTINGTON.
 HY0458'AT HUNTINGTON, AT INTERSECTION OF FOURTH AVENUE AND EIGHTH
 HY0458'STREET, 23 1/2 FEET WEST OF WEST CURB OF 8TH STREET, 196 FEET
 HY0458'SOUTH OF SOUTH CURB OF 4TH AVENUE, 52.4 FEET EAST OF NORTHEAST
 HY0458'CORNER OF BOTTOM STEP TO MAIN EAST ENTRANCE TO COUNTY COURT HOUSE,
 HY0458'9 1/2 FEET NORTH OF A 30-INCH OAK TREE, 13 1/2 FEET NORTH OF
 HY0458'NORTH EDGE OF CONCRETE WALK TO EAST ENTRANCE, ABOUT 1/2 FOOT
 HY0458'ABOVE LEVEL OF SIDE WALK AND SET IN THE TOP OF A CONCRETE
 HY0458'POST PROJECTING 1 INCH.
 HY0458
 HY0458                          STATION RECOVERY (1958)
 HY0458
 HY0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HY0458'RECOVERED IN GOOD CONDITION.
 HY0458
 HY0458                          STATION RECOVERY (1984)
 HY0458
 HY0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0458'RECOVERED IN GOOD CONDITION.
 HY0458
 HY0458                          STATION RECOVERY (2004)
 HY0458
 HY0458'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 HY0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2174 ***********************************************************************
 HX2174  DESIGNATION -  Z 39
 HX2174  PID         -  HX2174
 HX2174  STATE/COUNTY-  WV/BOONE
 HX2174  USGS QUAD   -  SYLVESTER (1976)
 HX2174
 HX2174                         *CURRENT SURVEY CONTROL
 HX2174  ___________________________________________________________________
 HX2174* NAD 83(1986)-  38 03 30.     (N)    081 34 28.     (W)     SCALED    
 HX2174* NAVD 88     -       225.881  (meters)     741.08   (feet)  ADJUSTED  
 HX2174  ___________________________________________________________________
 HX2174  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 HX2174  DYNAMIC HT  -         225.718 (meters)     740.54  (feet)  COMP
 HX2174  MODELED GRAV-     979,902.5   (mgal)                       NAVD 88
 HX2174
 HX2174  VERT ORDER  -  SECOND    CLASS 0
 HX2174
 HX2174.The horizontal coordinates were scaled from a topographic map and have
 HX2174.an estimated accuracy of +/- 6 seconds.
 HX2174
 HX2174.The orthometric height was determined by differential leveling
 HX2174.and adjusted by the National Geodetic Survey in June 1991..
 HX2174
 HX2174.The geoid height was determined by GEOID03.
 HX2174
 HX2174.The dynamic height is computed by dividing the NAVD 88
 HX2174.geopotential number by the normal gravity value computed on the
 HX2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2174.degrees latitude (g = 980.6199 gals.).
 HX2174
 HX2174.The modeled gravity was interpolated from observed gravity values.
 HX2174
 HX2174;                    North         East    Units  Estimated Accuracy
 HX2174;SPC WV S     -   117,620.      549,590.      MT  (+/- 180 meters Scaled)
 HX2174
 HX2174                          SUPERSEDED SURVEY CONTROL
 HX2174
 HX2174  NGVD 29 (??/??/92)  226.087  (m)          741.75   (f) ADJ UNCH    2 0
 HX2174
 HX2174.Superseded values are not recommended for survey control.
 HX2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2174.See file dsdata.txt to determine how the superseded data were derived.
 HX2174
 HX2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC496124(NAD 83)
 HX2174_MARKER: DB = BENCH MARK DISK
 HX2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2174_STAMPING: Z 39 1935
 HX2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2174+STABILITY: SURFACE MOTION
 HX2174
 HX2174  HISTORY     - Date     Condition        Report By
 HX2174  HISTORY     - 1935     MONUMENTED       CGS
 HX2174  HISTORY     - 1973     GOOD             LOCENG
 HX2174
 HX2174                          STATION DESCRIPTION
 HX2174
 HX2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HX2174'AT ORGAS.
 HX2174'AT ORGAS, ON THE CHESAPEAKE AND OHIO RAILWAY, 27 FEET SOUTH OF
 HX2174'THE SOUTH CORNER OF THE POST OFFICE, 6 FEET NORTH OF THE SIGN
 HX2174'ORGAS, 14 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 2
 HX2174'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 39 1935
 HX2174'AND SET IN THE TOP OF A CONCRETE POST.
 HX2174
 HX2174                          STATION RECOVERY (1973)
 HX2174
 HX2174'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 HX2174'NO POST OFFICE IN AREA. MARK BEING 14 FT. WEST OF WEST RAIL, 18 FT.
 HX2174'N. OF ROAD XING AND 43.5 FT. N.E. OF N.E. COR. OF ONE STORY FRAME
 HX2174'RES. AND ABOUT 2 FT. LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0091 ***********************************************************************
 GX0091  DESIGNATION -  Z 4
 GX0091  PID         -  GX0091
 GX0091  STATE/COUNTY-  WV/GREENBRIER
 GX0091  USGS QUAD   -  WHITE SULPHUR SPRINGS (1995)
 GX0091
 GX0091                         *CURRENT SURVEY CONTROL
 GX0091  ___________________________________________________________________
 GX0091* NAD 83(1986)-  37 49 33.     (N)    080 21 43.     (W)     SCALED    
 GX0091* NAVD 88     -       526.170  (meters)    1726.28   (feet)  ADJUSTED  
 GX0091  ___________________________________________________________________
 GX0091  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GX0091  DYNAMIC HT  -         525.735 (meters)    1724.85  (feet)  COMP
 GX0091  MODELED GRAV-     979,786.2   (mgal)                       NAVD 88
 GX0091
 GX0091  VERT ORDER  -  FIRST     CLASS II
 GX0091
 GX0091.The horizontal coordinates were scaled from a topographic map and have
 GX0091.an estimated accuracy of +/- 6 seconds.
 GX0091
 GX0091.The orthometric height was determined by differential leveling
 GX0091.and adjusted by the National Geodetic Survey in June 1991..
 GX0091
 GX0091.The geoid height was determined by GEOID03.
 GX0091
 GX0091.The dynamic height is computed by dividing the NAVD 88
 GX0091.geopotential number by the normal gravity value computed on the
 GX0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0091.degrees latitude (g = 980.6199 gals.).
 GX0091
 GX0091.The modeled gravity was interpolated from observed gravity values.
 GX0091
 GX0091;                    North         East    Units  Estimated Accuracy
 GX0091;SPC WV S     -    91,850.      656,170.      MT  (+/- 180 meters Scaled)
 GX0091
 GX0091                          SUPERSEDED SURVEY CONTROL
 GX0091
 GX0091  NGVD 29 (??/??/92)  526.320  (m)         1726.77   (f) ADJ UNCH    1 2
 GX0091
 GX0091.Superseded values are not recommended for survey control.
 GX0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0091.See file dsdata.txt to determine how the superseded data were derived.
 GX0091
 GX0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB561866(NAD 83)
 GX0091_MARKER: DB = BENCH MARK DISK
 GX0091_SETTING: 66 = SET IN ROCK OUTCROP
 GX0091_SP_SET: ROCK LEDGE
 GX0091_STAMPING: Z 4 1933
 GX0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0091+STABILITY: POSITION/ELEVATION WELL
 GX0091
 GX0091  HISTORY     - Date     Condition        Report By
 GX0091  HISTORY     - 1933     MONUMENTED       CGS
 GX0091  HISTORY     - 1972     MARK NOT FOUND   USGS
 GX0091  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0091  HISTORY     - 1983     MARK NOT FOUND   NGS
 GX0091
 GX0091                          STATION DESCRIPTION
 GX0091
 GX0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GX0091'0.4 MI N FROM HOPPER.
 GX0091'0.4 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GX0091'STATION AT HOPPER, GREENBRIER COUNTY, 250 FEET SOUTH OF MILEPOST
 GX0091'6, IN THE TOP OF A ROCK LEDGE, 2 YARDS WEST OF THE TRACK, AND
 GX0091'ABOUT LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED Z 4 1933.
 GX0091
 GX0091                          STATION RECOVERY (1972)
 GX0091
 GX0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GX0091'MARK NOT FOUND.
 GX0091
 GX0091                          STATION RECOVERY (1983)
 GX0091
 GX0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0091'MARK NOT FOUND.
 GX0091
 GX0091                          STATION RECOVERY (1983)
 GX0091
 GX0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GX0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1068 ***********************************************************************
 GX1068  DESIGNATION -  Z 40
 GX1068  PID         -  GX1068
 GX1068  STATE/COUNTY-  WV/RALEIGH
 GX1068  USGS QUAD   -  ECCLES (1989)
 GX1068
 GX1068                         *CURRENT SURVEY CONTROL
 GX1068  ___________________________________________________________________
 GX1068* NAD 83(1986)-  37 46 10.     (N)    081 16 49.     (W)     SCALED    
 GX1068* NAVD 88     -       622.327  (meters)    2041.75   (feet)  ADJUSTED  
 GX1068  ___________________________________________________________________
 GX1068  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GX1068  DYNAMIC HT  -         621.820 (meters)    2040.09  (feet)  COMP
 GX1068  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 GX1068
 GX1068  VERT ORDER  -  SECOND    CLASS 0
 GX1068
 GX1068.The horizontal coordinates were scaled from a topographic map and have
 GX1068.an estimated accuracy of +/- 6 seconds.
 GX1068
 GX1068.The orthometric height was determined by differential leveling
 GX1068.and adjusted by the National Geodetic Survey in June 1991..
 GX1068.WARNING-Repeat measurements at this control monument indicate possible
 GX1068.vertical movement.
 GX1068
 GX1068.The geoid height was determined by GEOID03.
 GX1068
 GX1068.The dynamic height is computed by dividing the NAVD 88
 GX1068.geopotential number by the normal gravity value computed on the
 GX1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1068.degrees latitude (g = 980.6199 gals.).
 GX1068
 GX1068.The modeled gravity was interpolated from observed gravity values.
 GX1068
 GX1068;                    North         East    Units  Estimated Accuracy
 GX1068;SPC WV S     -    85,440.      575,310.      MT  (+/- 180 meters Scaled)
 GX1068
 GX1068                          SUPERSEDED SURVEY CONTROL
 GX1068
 GX1068  NGVD 29 (??/??/92)  622.486  (m)         2042.27   (f) ADJ UNCH    2 0
 GX1068
 GX1068.Superseded values are not recommended for survey control.
 GX1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1068.See file dsdata.txt to determine how the superseded data were derived.
 GX1068
 GX1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB753802(NAD 83)
 GX1068_MARKER: DB = BENCH MARK DISK
 GX1068_SETTING: 80 = SET IN A BOULDER
 GX1068_SP_SET: BOULDER
 GX1068_STAMPING: Z 40 1935
 GX1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1068+STABILITY: SURFACE MOTION
 GX1068
 GX1068  HISTORY     - Date     Condition        Report By
 GX1068  HISTORY     - 1935     MONUMENTED       CGS
 GX1068  HISTORY     - 1960     POOR             NGS
 GX1068
 GX1068                          STATION DESCRIPTION
 GX1068
 GX1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX1068'3.2 MI SW FROM HARPER.
 GX1068'ABOUT 3.15 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE OVERPASS
 GX1068'OVER THE VIRGINIAN RAILWAY AT HARPER, ABOUT 3.1 MILES
 GX1068'EAST-NORTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF ROAD 17
 GX1068'LEADING SOUTHEAST TO LESTER AT SURVEYOR, 63 YARDS SOUTHWEST OF
 GX1068'THE JUNCTION OF A TRAILROAD LEADING NORTH-NORTHWEST AND UPHILL,
 GX1068'24 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 84 FEET NORTHWEST
 GX1068'OF THE NORTHWEST RAIL OF VIRGINIAN RAILWAY, 48 FEET SOUTHWEST OF
 GX1068'THE CENTER OF SOUTHEAST END OF A 2-FOOT-WIDE STONE CULVERT UNDER
 GX1068'THE HIGHWAY, IN TOP OF PARTLY EXPOSED DIRT COVERED 25-FOOT-LONG
 GX1068'BY 4-FOOT-WIDE BOULDER, (THE BOULDER IS CRACKED INTO SEVERAL
 GX1068'SECTIONS AND THE MARK IS IN THE SECOND SECTION SOUTHEAST OF THE
 GX1068'HIGHWAY), AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  USE
 GX1068'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0635 ***********************************************************************
 GX0635  DESIGNATION -  Z 41
 GX0635  PID         -  GX0635
 GX0635  STATE/COUNTY-  WV/SUMMERS
 GX0635  USGS QUAD   -  HINTON (1976)
 GX0635
 GX0635                         *CURRENT SURVEY CONTROL
 GX0635  ___________________________________________________________________
 GX0635* NAD 83(1986)-  37 39 23.     (N)    080 54 26.     (W)     SCALED    
 GX0635* NAVD 88     -       451.359  (meters)    1480.83   (feet)  ADJUSTED  
 GX0635  ___________________________________________________________________
 GX0635  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GX0635  DYNAMIC HT  -         450.987 (meters)    1479.61  (feet)  COMP
 GX0635  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 GX0635
 GX0635  VERT ORDER  -  SECOND    CLASS 0
 GX0635
 GX0635.The horizontal coordinates were scaled from a topographic map and have
 GX0635.an estimated accuracy of +/- 6 seconds.
 GX0635
 GX0635.The orthometric height was determined by differential leveling
 GX0635.and adjusted by the National Geodetic Survey in June 1991..
 GX0635
 GX0635.The geoid height was determined by GEOID03.
 GX0635
 GX0635.The dynamic height is computed by dividing the NAVD 88
 GX0635.geopotential number by the normal gravity value computed on the
 GX0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0635.degrees latitude (g = 980.6199 gals.).
 GX0635
 GX0635.The modeled gravity was interpolated from observed gravity values.
 GX0635
 GX0635;                    North         East    Units  Estimated Accuracy
 GX0635;SPC WV S     -    72,860.      608,190.      MT  (+/- 180 meters Scaled)
 GX0635
 GX0635                          SUPERSEDED SURVEY CONTROL
 GX0635
 GX0635  NGVD 29 (??/??/92)  451.522  (m)         1481.37   (f) ADJ UNCH    2 0
 GX0635
 GX0635.Superseded values are not recommended for survey control.
 GX0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0635.See file dsdata.txt to determine how the superseded data were derived.
 GX0635
 GX0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB081676(NAD 83)
 GX0635_MARKER: DB = BENCH MARK DISK
 GX0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0635_STAMPING: Z 41 1935
 GX0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0635+STABILITY: SURFACE MOTION
 GX0635
 GX0635  HISTORY     - Date     Condition        Report By
 GX0635  HISTORY     - 1935     MONUMENTED       CGS
 GX0635  HISTORY     - 1960     GOOD             NGS
 GX0635
 GX0635                          STATION DESCRIPTION
 GX0635
 GX0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX0635'1.7 MI SW FROM HINTON.
 GX0635'ABOUT 1.1 MILE NORTH AND WEST AND SOUTH ALONG STATE HIGHWAY 3
 GX0635'ALTERNATE FROM THE POST OFFICE AT HINTON, THENCE ABOUT 0.6 MILE
 GX0635'SOUTHWEST ALONG STATE HIGHWAY 3, 0.6 MILE SOUTHWEST OF THE
 GX0635'JUNCTION OF STATE HIGHWAY 3 AND STATE HIGHWAY 3 ALTERNATE, 0.25
 GX0635'MILE SOUTHWEST OF BEECH RUN BAPTIST CHURCH, 0.25 MILE EAST AND
 GX0635'DOWN-HILL FROM A SMALL CONCRETE BRIDGE WITH BANISTERS, 14 FEET
 GX0635'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ON THE
 GX0635'OUTSIDE OF A CURVE, 160 FEET SOUTHWEST OF THE CENTER OF JUNCTION
 GX0635'OF DRIVE LEADING SOUTHWEST AND DOWNHILL TO A HOUSE, WITH CONCRETE
 GX0635'WALKS AND PERMASTONE SIDING, 80 FEET WEST-SOUTHWEST OF A POWER
 GX0635'LINE POLE, 47 1/2 FEET WEST-SOUTHWEST OF METAL KEYSTONE GASOLINE
 GX0635'SIGN, 2 FEET SOUTH-SOUTHEAST OF A GUARD-RAIL, 2 1/2 FEET
 GX0635'SOUTH-SOUTHWEST OF THE EAST END OF GUARD-RAIL AND AT WEST-SOUTHWEST
 GX0635'END OF A TURNOUT, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN TOP
 GX0635'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2203 ***********************************************************************
 GX2203  DESIGNATION -  Z 44
 GX2203  PID         -  GX2203
 GX2203  STATE/COUNTY-  WV/WYOMING
 GX2203  USGS QUAD   -  OCEANA (1976)
 GX2203
 GX2203                         *CURRENT SURVEY CONTROL
 GX2203  ___________________________________________________________________
 GX2203* NAD 83(1986)-  37 44 35.     (N)    081 40 46.     (W)     SCALED    
 GX2203* NAVD 88     -       366.567  (meters)    1202.65   (feet)  ADJUSTED  
 GX2203  ___________________________________________________________________
 GX2203  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GX2203  DYNAMIC HT  -         366.280 (meters)    1201.70  (feet)  COMP
 GX2203  MODELED GRAV-     979,836.1   (mgal)                       NAVD 88
 GX2203
 GX2203  VERT ORDER  -  SECOND    CLASS 0
 GX2203
 GX2203.The horizontal coordinates were scaled from a topographic map and have
 GX2203.an estimated accuracy of +/- 6 seconds.
 GX2203
 GX2203.The orthometric height was determined by differential leveling
 GX2203.and adjusted by the National Geodetic Survey in June 1991..
 GX2203
 GX2203.The geoid height was determined by GEOID03.
 GX2203
 GX2203.The dynamic height is computed by dividing the NAVD 88
 GX2203.geopotential number by the normal gravity value computed on the
 GX2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2203.degrees latitude (g = 980.6199 gals.).
 GX2203
 GX2203.The modeled gravity was interpolated from observed gravity values.
 GX2203
 GX2203;                    North         East    Units  Estimated Accuracy
 GX2203;SPC WV S     -    82,690.      540,120.      MT  (+/- 180 meters Scaled)
 GX2203
 GX2203                          SUPERSEDED SURVEY CONTROL
 GX2203
 GX2203  NGVD 29 (??/??/92)  366.734  (m)         1203.19   (f) ADJ UNCH    2 0
 GX2203
 GX2203.Superseded values are not recommended for survey control.
 GX2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2203.See file dsdata.txt to determine how the superseded data were derived.
 GX2203
 GX2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB401775(NAD 83)
 GX2203_MARKER: DB = BENCH MARK DISK
 GX2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2203_STAMPING: Z 44 1935
 GX2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2203+STABILITY: SURFACE MOTION
 GX2203
 GX2203  HISTORY     - Date     Condition        Report By
 GX2203  HISTORY     - 1935     MONUMENTED       CGS
 GX2203  HISTORY     - 1959     GOOD             NGS
 GX2203  HISTORY     - 20030202 MARK NOT FOUND   INDIV
 GX2203
 GX2203                          STATION DESCRIPTION
 GX2203
 GX2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX2203'AT LOCOMA.
 GX2203'AT LOCOMA, WYOMING COUNTY, ON STATE HIGHWAY 10, 0.1 MILE SOUTHWEST
 GX2203'OF A BRIDGE OVER ROAD FORK, AT THE MELTON ARCHIBALD PROPERTY, 27
 GX2203'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A
 GX2203'PROPERTY-LINE FENCE, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A
 GX2203'STANDARD DISK, STAMPED Z 44 1935 AND SET IN THE TOP OF A CONCRETE
 GX2203'POST.
 GX2203
 GX2203                          STATION RECOVERY (2003)
 GX2203
 GX2203'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HSE)
 GX2203'DESTROYED PER LOCAL RESIDENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0009 ***********************************************************************
 GY0009  DESIGNATION -  Z 45
 GY0009  PID         -  GY0009
 GY0009  STATE/COUNTY-  WV/WAYNE
 GY0009  USGS QUAD   -  WEBB (1989)
 GY0009
 GY0009                         *CURRENT SURVEY CONTROL
 GY0009  ___________________________________________________________________
 GY0009* NAD 83(1986)-  37 58 04.     (N)    082 29 01.     (W)     SCALED    
 GY0009* NAVD 88     -       183.585  (meters)     602.31   (feet)  ADJUSTED  
 GY0009  ___________________________________________________________________
 GY0009  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GY0009  DYNAMIC HT  -         183.452 (meters)     601.88  (feet)  COMP
 GY0009  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 GY0009
 GY0009  VERT ORDER  -  SECOND    CLASS 0
 GY0009
 GY0009.The horizontal coordinates were scaled from a topographic map and have
 GY0009.an estimated accuracy of +/- 6 seconds.
 GY0009
 GY0009.The orthometric height was determined by differential leveling
 GY0009.and adjusted by the National Geodetic Survey in June 1991..
 GY0009
 GY0009.The geoid height was determined by GEOID03.
 GY0009
 GY0009.The dynamic height is computed by dividing the NAVD 88
 GY0009.geopotential number by the normal gravity value computed on the
 GY0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0009.degrees latitude (g = 980.6199 gals.).
 GY0009
 GY0009.The modeled gravity was interpolated from observed gravity values.
 GY0009
 GY0009;                    North         East    Units  Estimated Accuracy
 GY0009;SPC WV S     -   108,460.      469,650.      MT  (+/- 180 meters Scaled)
 GY0009
 GY0009                          SUPERSEDED SURVEY CONTROL
 GY0009
 GY0009  NGVD 29 (??/??/92)  183.806  (m)          603.04   (f) ADJ UNCH    2 0
 GY0009
 GY0009.Superseded values are not recommended for survey control.
 GY0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0009.See file dsdata.txt to determine how the superseded data were derived.
 GY0009
 GY0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC696032(NAD 83)
 GY0009_MARKER: DB = BENCH MARK DISK
 GY0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0009_STAMPING: Z 45 1935
 GY0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0009+STABILITY: SURFACE MOTION
 GY0009
 GY0009  HISTORY     - Date     Condition        Report By
 GY0009  HISTORY     - 1935     MONUMENTED       CGS
 GY0009  HISTORY     - 1942     GOOD             NGS
 GY0009
 GY0009                          STATION DESCRIPTION
 GY0009
 GY0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GY0009'AT WEBB.
 GY0009'AT WEBB, WAYNE COUNTY, ON THE NORFOLK AND WESTERN RAILWAY, 55
 GY0009'YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 11.8 FEET
 GY0009'NORTH OF THE SOUTHEAST CORNER OF THE CEMETERY FENCE, 46.4 FEET
 GY0009'WEST OF THE WEST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GY0009'RAIL.  A STANDARD DISK, STAMPED Z 45 1935 AND SET IN THE TOP OF A
 GY0009'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0096 ***********************************************************************
 GY0096  DESIGNATION -  Z 46
 GY0096  PID         -  GY0096
 GY0096  STATE/COUNTY-  WV/MINGO
 GY0096  USGS QUAD   -  DELBARTON (1976)
 GY0096
 GY0096                         *CURRENT SURVEY CONTROL
 GY0096  ___________________________________________________________________
 GY0096* NAD 83(1986)-  37 39 44.     (N)    082 14 40.     (W)     SCALED    
 GY0096* NAVD 88     -       204.653  (meters)     671.43   (feet)  ADJUSTED  
 GY0096  ___________________________________________________________________
 GY0096  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GY0096  DYNAMIC HT  -         204.501 (meters)     670.93  (feet)  COMP
 GY0096  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 GY0096
 GY0096  VERT ORDER  -  SECOND    CLASS 0
 GY0096
 GY0096.The horizontal coordinates were scaled from a topographic map and have
 GY0096.an estimated accuracy of +/- 6 seconds.
 GY0096
 GY0096.The orthometric height was determined by differential leveling
 GY0096.and adjusted by the National Geodetic Survey in June 1991..
 GY0096
 GY0096.The geoid height was determined by GEOID03.
 GY0096
 GY0096.The dynamic height is computed by dividing the NAVD 88
 GY0096.geopotential number by the normal gravity value computed on the
 GY0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0096.degrees latitude (g = 980.6199 gals.).
 GY0096
 GY0096.The modeled gravity was interpolated from observed gravity values.
 GY0096
 GY0096;                    North         East    Units  Estimated Accuracy
 GY0096;SPC WV S     -    74,240.      490,210.      MT  (+/- 180 meters Scaled)
 GY0096
 GY0096                          SUPERSEDED SURVEY CONTROL
 GY0096
 GY0096  NGVD 29 (??/??/92)  204.894  (m)          672.22   (f) ADJ UNCH    2 0
 GY0096
 GY0096.Superseded values are not recommended for survey control.
 GY0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0096.See file dsdata.txt to determine how the superseded data were derived.
 GY0096
 GY0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB902690(NAD 83)
 GY0096_MARKER: DB = BENCH MARK DISK
 GY0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0096_SP_SET: FOUNDATION
 GY0096_STAMPING: Z 46 1935
 GY0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0096
 GY0096  HISTORY     - Date     Condition        Report By
 GY0096  HISTORY     - 1935     MONUMENTED       CGS
 GY0096
 GY0096                          STATION DESCRIPTION
 GY0096
 GY0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GY0096'2.3 MI E FROM WILLIAMSON.
 GY0096'2.3 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GY0096'STATION AT WILLIAMSON, MINGO COUNTY, NEAR THE EAST END OF THE
 GY0096'FREIGHT YARDS, 23.3 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 GY0096'TRACK, IN THE TOP OF THE CONCRETE FOUNDATION OF A FLOOD LIGHT,
 GY0096'6 INCHES FROM THE NORTHEAST CORNER, AND LEVEL WITH THE RAIL.
 GY0096'A STANDARD DISK, STAMPED Z 46 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2404 ***********************************************************************
 GX2404  DESIGNATION -  Z 47
 GX2404  PID         -  GX2404
 GX2404  STATE/COUNTY-  WV/MINGO
 GX2404  USGS QUAD   -  WHARNCLIFFE (1979)
 GX2404
 GX2404                         *CURRENT SURVEY CONTROL
 GX2404  ___________________________________________________________________
 GX2404* NAD 83(1986)-  37 32 34.     (N)    081 59 43.     (W)     SCALED    
 GX2404* NAVD 88     -       246.915  (meters)     810.09   (feet)  ADJUSTED  
 GX2404  ___________________________________________________________________
 GX2404  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX2404  DYNAMIC HT  -         246.723 (meters)     809.46  (feet)  COMP
 GX2404  MODELED GRAV-     979,848.6   (mgal)                       NAVD 88
 GX2404
 GX2404  VERT ORDER  -  SECOND    CLASS 0
 GX2404
 GX2404.The horizontal coordinates were scaled from a topographic map and have
 GX2404.an estimated accuracy of +/- 6 seconds.
 GX2404
 GX2404.The orthometric height was determined by differential leveling
 GX2404.and adjusted by the National Geodetic Survey in June 1991..
 GX2404
 GX2404.The geoid height was determined by GEOID03.
 GX2404
 GX2404.The dynamic height is computed by dividing the NAVD 88
 GX2404.geopotential number by the normal gravity value computed on the
 GX2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2404.degrees latitude (g = 980.6199 gals.).
 GX2404
 GX2404.The modeled gravity was interpolated from observed gravity values.
 GX2404
 GX2404;                    North         East    Units  Estimated Accuracy
 GX2404;SPC WV S     -    60,720.      512,050.      MT  (+/- 180 meters Scaled)
 GX2404
 GX2404                          SUPERSEDED SURVEY CONTROL
 GX2404
 GX2404  NGVD 29 (??/??/92)  247.127  (m)          810.78   (f) ADJ UNCH    2 0
 GX2404
 GX2404.Superseded values are not recommended for survey control.
 GX2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2404.See file dsdata.txt to determine how the superseded data were derived.
 GX2404
 GX2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB120555(NAD 83)
 GX2404_MARKER: DB = BENCH MARK DISK
 GX2404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2404_SP_SET: BRIDGE
 GX2404_STAMPING: Z 47 1935
 GX2404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2404
 GX2404  HISTORY     - Date     Condition        Report By
 GX2404  HISTORY     - 1935     MONUMENTED       CGS
 GX2404
 GX2404                          STATION DESCRIPTION
 GX2404
 GX2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX2404'AT GLEN ALUM.
 GX2404'AT GLEN ALUM, MINGO COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GX2404'19 RAILS EAST OF THE STATION, 3-1/2 RAILS SOUTHWEST ACROSS THE
 GX2404'TRACK FROM MILEPOST N 440, 7 RAILS WEST OF A TUNNEL ENTRANCE,
 GX2404'AT A SMALL CONCRETE BRIDGE, IN THE TOP OF THE WEST ABUTMENT, AND
 GX2404'9.4 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED Z
 GX2404'47 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1629 ***********************************************************************
 GX1629  DESIGNATION -  Z 48
 GX1629  PID         -  GX1629
 GX1629  STATE/COUNTY-  WV/MCDOWELL
 GX1629  USGS QUAD   -  DAVY (1976)
 GX1629
 GX1629                         *CURRENT SURVEY CONTROL
 GX1629  ___________________________________________________________________
 GX1629* NAD 83(1986)-  37 28 22.     (N)    081 42 05.     (W)     SCALED    
 GX1629* NAVD 88     -       345.809  (meters)    1134.54   (feet)  ADJUSTED  
 GX1629  ___________________________________________________________________
 GX1629  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GX1629  DYNAMIC HT  -         345.531 (meters)    1133.63  (feet)  COMP
 GX1629  MODELED GRAV-     979,816.5   (mgal)                       NAVD 88
 GX1629
 GX1629  VERT ORDER  -  SECOND    CLASS 0
 GX1629
 GX1629.The horizontal coordinates were scaled from a topographic map and have
 GX1629.an estimated accuracy of +/- 6 seconds.
 GX1629
 GX1629.The orthometric height was determined by differential leveling
 GX1629.and adjusted by the National Geodetic Survey in June 1991..
 GX1629
 GX1629.The geoid height was determined by GEOID03.
 GX1629
 GX1629.The dynamic height is computed by dividing the NAVD 88
 GX1629.geopotential number by the normal gravity value computed on the
 GX1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1629.degrees latitude (g = 980.6199 gals.).
 GX1629
 GX1629.The modeled gravity was interpolated from observed gravity values.
 GX1629
 GX1629;                    North         East    Units  Estimated Accuracy
 GX1629;SPC WV S     -    52,710.      537,960.      MT  (+/- 180 meters Scaled)
 GX1629
 GX1629                          SUPERSEDED SURVEY CONTROL
 GX1629
 GX1629  NGVD 29 (??/??/92)  345.988  (m)         1135.13   (f) ADJ UNCH    2 0
 GX1629
 GX1629.Superseded values are not recommended for survey control.
 GX1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1629.See file dsdata.txt to determine how the superseded data were derived.
 GX1629
 GX1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB379475(NAD 83)
 GX1629_MARKER: DB = BENCH MARK DISK
 GX1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1629_STAMPING: Z 48 1935
 GX1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1629+STABILITY: SURFACE MOTION
 GX1629
 GX1629  HISTORY     - Date     Condition        Report By
 GX1629  HISTORY     - 1935     MONUMENTED       CGS
 GX1629
 GX1629                          STATION DESCRIPTION
 GX1629
 GX1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1629'1.8 MI E FROM RODERFIELD.
 GX1629'1.8 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1629'STATION AT RODERFIELD, MCDOWELL COUNTY, 0.3 MILE NORTHWEST OF
 GX1629'MILEPOST N 410, 0.1 MILE EAST OF BRIDGE 904, AT THE JUNCTION
 GX1629'OF A SPUR TRACK, 34 FEET NORTHEAST OF CATENARY BRIDGE 410-17-A
 GX1629'ON THE MAIN TRACK, 8.2 FEET WEST OF CATENARY BRIDGE 00-A ON THE
 GX1629'SPUR TRACK, 49 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 GX1629'19 FEET NORTH OF THE NORTH RAIL OF THE SPUR TRACK, AND ABOUT
 GX1629'7 FEET BELOW THE LEVEL OF THE RAIL.  A STANDARD DISK, STAMPED
 GX1629'Z 48 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2307 ***********************************************************************
 HX2307  DESIGNATION -  Z 5
 HX2307  PID         -  HX2307
 HX2307  STATE/COUNTY-  WV/MASON
 HX2307  USGS QUAD   -  ROBERTSBURG (1987)
 HX2307
 HX2307                         *CURRENT SURVEY CONTROL
 HX2307  ___________________________________________________________________
 HX2307* NAD 83(1986)-  38 44 44.     (N)    081 57 29.     (W)     SCALED    
 HX2307* NAVD 88     -       176.624  (meters)     579.47   (feet)  ADJUSTED  
 HX2307  ___________________________________________________________________
 HX2307  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HX2307  DYNAMIC HT  -         176.509 (meters)     579.10  (feet)  COMP
 HX2307  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 HX2307
 HX2307  VERT ORDER  -  FIRST     CLASS II
 HX2307
 HX2307.The horizontal coordinates were scaled from a topographic map and have
 HX2307.an estimated accuracy of +/- 6 seconds.
 HX2307
 HX2307.The orthometric height was determined by differential leveling
 HX2307.and adjusted by the National Geodetic Survey in June 1991..
 HX2307
 HX2307.The geoid height was determined by GEOID03.
 HX2307
 HX2307.The dynamic height is computed by dividing the NAVD 88
 HX2307.geopotential number by the normal gravity value computed on the
 HX2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2307.degrees latitude (g = 980.6199 gals.).
 HX2307
 HX2307.The modeled gravity was interpolated from observed gravity values.
 HX2307
 HX2307;                    North         East    Units  Estimated Accuracy
 HX2307;SPC WV S     -   194,170.      516,710.      MT  (+/- 180 meters Scaled)
 HX2307
 HX2307                          SUPERSEDED SURVEY CONTROL
 HX2307
 HX2307  NGVD 29 (??/??/92)  176.822  (m)          580.12   (f) ADJ UNCH    1 2
 HX2307
 HX2307.Superseded values are not recommended for survey control.
 HX2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2307.See file dsdata.txt to determine how the superseded data were derived.
 HX2307
 HX2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC167889(NAD 83)
 HX2307_MARKER: DB = BENCH MARK DISK
 HX2307_SETTING: 66 = SET IN ROCK OUTCROP
 HX2307_SP_SET: ROCK CUT
 HX2307_STAMPING: Z 5 1933
 HX2307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2307+STABILITY: POSITION/ELEVATION WELL
 HX2307
 HX2307  HISTORY     - Date     Condition        Report By
 HX2307  HISTORY     - 1933     MONUMENTED       CGS
 HX2307  HISTORY     - 1956     GOOD             NGS
 HX2307  HISTORY     - 1976     GOOD             NGS
 HX2307
 HX2307                          STATION DESCRIPTION
 HX2307
 HX2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HX2307'2.3 MI N FROM ARBUCKLE.
 HX2307'ABOUT 2.3 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 HX2307'THE STATION AT ARBUCKLE, SET VERTICALLY IN FACE OF A ROCK CUT,
 HX2307'16 FEET EAST OF EAST RAIL, 643 FEET SOUTH AND ACROSS TRACK FROM
 HX2307'MILE POST COR 81, 42 FEET NORTH OF A CONCRETE WHISTLE POST, 18
 HX2307'FEET NORTHEAST OF EAST END OF A 12-INCH IRON PIPE CULVERT UNDER
 HX2307'TRACK AND ABOUT 4 FEET ABOVE LEVEL OF TRACK.
 HX2307
 HX2307                          STATION RECOVERY (1976)
 HX2307
 HX2307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2261 ***********************************************************************
 GX2261  DESIGNATION -  Z 51
 GX2261  PID         -  GX2261
 GX2261  STATE/COUNTY-  WV/LOGAN
 GX2261  USGS QUAD   -  LOGAN (1989)
 GX2261
 GX2261                         *CURRENT SURVEY CONTROL
 GX2261  ___________________________________________________________________
 GX2261* NAD 83(1986)-  37 50 38.     (N)    081 58 24.     (W)     SCALED    
 GX2261* NAVD 88     -       207.335  (meters)     680.23   (feet)  ADJUSTED  
 GX2261  ___________________________________________________________________
 GX2261  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GX2261  DYNAMIC HT  -         207.185 (meters)     679.74  (feet)  COMP
 GX2261  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 GX2261
 GX2261  VERT ORDER  -  SECOND    CLASS 0
 GX2261
 GX2261.The horizontal coordinates were scaled from a topographic map and have
 GX2261.an estimated accuracy of +/- 6 seconds.
 GX2261
 GX2261.The orthometric height was determined by differential leveling
 GX2261.and adjusted by the National Geodetic Survey in June 1991..
 GX2261
 GX2261.The geoid height was determined by GEOID03.
 GX2261
 GX2261.The dynamic height is computed by dividing the NAVD 88
 GX2261.geopotential number by the normal gravity value computed on the
 GX2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2261.degrees latitude (g = 980.6199 gals.).
 GX2261
 GX2261.The modeled gravity was interpolated from observed gravity values.
 GX2261
 GX2261;                    North         East    Units  Estimated Accuracy
 GX2261;SPC WV S     -    94,110.      514,340.      MT  (+/- 180 meters Scaled)
 GX2261
 GX2261                          SUPERSEDED SURVEY CONTROL
 GX2261
 GX2261  NGVD 29 (??/??/92)  207.551  (m)          680.94   (f) ADJ UNCH    2 0
 GX2261
 GX2261.Superseded values are not recommended for survey control.
 GX2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2261.See file dsdata.txt to determine how the superseded data were derived.
 GX2261
 GX2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB143889(NAD 83)
 GX2261_MARKER: DD = SURVEY DISK
 GX2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2261_STAMPING: Z 51 1935
 GX2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2261+STABILITY: SURFACE MOTION
 GX2261
 GX2261  HISTORY     - Date     Condition        Report By
 GX2261  HISTORY     - 1935     MONUMENTED       WVGS
 GX2261  HISTORY     - 1960     MARK NOT FOUND   NGS
 GX2261  HISTORY     - 1960     MARK NOT FOUND   USGS
 GX2261
 GX2261                          STATION DESCRIPTION
 GX2261
 GX2261'DESCRIBED BY WEST VIRGINIA GEODETIC SURVEY 1935
 GX2261'0.9 MI SE FROM LOGAN.
 GX2261'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 119 FROM LOGAN, LOGAN
 GX2261'COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY, ABOUT 200 YARDS EAST
 GX2261'OF THE EAST HIGHWAY BRIDGE OVER GUYANDOT RIVER, 15 FEET NORTH OF
 GX2261'THE NORTH RAIL, 3 FEET EAST OF A YARD-LIMIT SIGN, IN A GULLY
 GX2261'BETWEEN ROCK CUTS, AND LEVEL WITH THE TRACK.  A STATE SURVEY
 GX2261'STANDARD DISK, STAMPED Z 51 1935 AND SET IN THE TOP OF A CONCRETE
 GX2261'POST.
 GX2261
 GX2261                          STATION RECOVERY (1960)
 GX2261
 GX2261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GX2261'MARK NOT FOUND.
 GX2261
 GX2261                          STATION RECOVERY (1960)
 GX2261
 GX2261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GX2261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0391 ***********************************************************************
 GX0391  DESIGNATION -  Z 52
 GX0391  PID         -  GX0391
 GX0391  STATE/COUNTY-  WV/MERCER
 GX0391  USGS QUAD   -  OAKVALE (1977)
 GX0391
 GX0391                         *CURRENT SURVEY CONTROL
 GX0391  ___________________________________________________________________
 GX0391* NAD 83(1986)-  37 19 58.     (N)    080 58 04.     (W)     SCALED    
 GX0391* NAVD 88     -       526.712  (meters)    1728.05   (feet)  ADJUSTED  
 GX0391  ___________________________________________________________________
 GX0391  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX0391  DYNAMIC HT  -         526.260 (meters)    1726.57  (feet)  COMP
 GX0391  MODELED GRAV-     979,755.7   (mgal)                       NAVD 88
 GX0391
 GX0391  VERT ORDER  -  FIRST     CLASS II
 GX0391
 GX0391.The horizontal coordinates were scaled from a topographic map and have
 GX0391.an estimated accuracy of +/- 6 seconds.
 GX0391
 GX0391.The orthometric height was determined by differential leveling
 GX0391.and adjusted by the National Geodetic Survey in June 1991..
 GX0391
 GX0391.The geoid height was determined by GEOID03.
 GX0391
 GX0391.The dynamic height is computed by dividing the NAVD 88
 GX0391.geopotential number by the normal gravity value computed on the
 GX0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0391.degrees latitude (g = 980.6199 gals.).
 GX0391
 GX0391.The modeled gravity was interpolated from observed gravity values.
 GX0391
 GX0391;                    North         East    Units  Estimated Accuracy
 GX0391;SPC WV S     -    36,940.      602,860.      MT  (+/- 180 meters Scaled)
 GX0391
 GX0391                          SUPERSEDED SURVEY CONTROL
 GX0391
 GX0391  NGVD 29 (??/??/92)  526.825  (m)         1728.42   (f) ADJ UNCH    1 2
 GX0391
 GX0391.Superseded values are not recommended for survey control.
 GX0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0391.See file dsdata.txt to determine how the superseded data were derived.
 GX0391
 GX0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB028317(NAD 83)
 GX0391_MARKER: DB = BENCH MARK DISK
 GX0391_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GX0391_STAMPING: Z 52 1935
 GX0391_MARK LOGO: CGS   
 GX0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0391+STABILITY: SURFACE MOTION
 GX0391
 GX0391  HISTORY     - Date     Condition        Report By
 GX0391  HISTORY     - 1935     MONUMENTED       CGS
 GX0391  HISTORY     - 1965     GOOD             NGS
 GX0391  HISTORY     - 1984     GOOD             NGS
 GX0391
 GX0391                          STATION DESCRIPTION
 GX0391
 GX0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX0391'0.5 MI W FROM OAKVALE.
 GX0391'0.5 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0391'STATION AT OAKVALE, ABOUT 0.45 MILE WEST OF MILEPOST N-347, ABOUT
 GX0391'100 YARDS SOUTHEAST OF A TWO-STORIED BRICK HOUSE, SET IN THE TOP
 GX0391'OF THE NORTH CONCRETE HEAD WALL FOR A 36-INCH PIPE CULVERT UNDER
 GX0391'THE TRACK, 7.8 FEET NORTH OF THE NORTH RAIL OF THE WEST-BOUND
 GX0391'TRACK, 3.2 FEET EAST OF THE WEST END OF THE HEAD WALL AND ABOUT
 GX0391'1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GX0391
 GX0391                          STATION RECOVERY (1984)
 GX0391
 GX0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1716 ***********************************************************************
 HX1716  DESIGNATION -  Z 6
 HX1716  PID         -  HX1716
 HX1716  STATE/COUNTY-  WV/ROANE
 HX1716  USGS QUAD   -  SPENCER (1986)
 HX1716
 HX1716                         *CURRENT SURVEY CONTROL
 HX1716  ___________________________________________________________________
 HX1716* NAD 83(1986)-  38 48 10.     (N)    081 21 01.     (W)     SCALED    
 HX1716* NAVD 88     -       221.963  (meters)     728.22   (feet)  ADJUSTED  
 HX1716  ___________________________________________________________________
 HX1716  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HX1716  DYNAMIC HT  -         221.814 (meters)     727.73  (feet)  COMP
 HX1716  MODELED GRAV-     979,955.3   (mgal)                       NAVD 88
 HX1716
 HX1716  VERT ORDER  -  SECOND    CLASS 0
 HX1716
 HX1716.The horizontal coordinates were scaled from a topographic map and have
 HX1716.an estimated accuracy of +/- 6 seconds.
 HX1716
 HX1716.The orthometric height was determined by differential leveling
 HX1716.and adjusted by the National Geodetic Survey in June 1991..
 HX1716
 HX1716.The geoid height was determined by GEOID03.
 HX1716
 HX1716.The dynamic height is computed by dividing the NAVD 88
 HX1716.geopotential number by the normal gravity value computed on the
 HX1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1716.degrees latitude (g = 980.6199 gals.).
 HX1716
 HX1716.The modeled gravity was interpolated from observed gravity values.
 HX1716
 HX1716;                    North         East    Units  Estimated Accuracy
 HX1716;SPC WV S     -   200,150.      569,570.      MT  (+/- 180 meters Scaled)
 HX1716
 HX1716                          SUPERSEDED SURVEY CONTROL
 HX1716
 HX1716  NGVD 29 (??/??/92)  222.126  (m)          728.76   (f) ADJ UNCH    2 0
 HX1716
 HX1716.Superseded values are not recommended for survey control.
 HX1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1716.See file dsdata.txt to determine how the superseded data were derived.
 HX1716
 HX1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC695949(NAD 83)
 HX1716_MARKER: DB = BENCH MARK DISK
 HX1716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1716_SP_SET: BUILDING
 HX1716_STAMPING: Z 6 1933
 HX1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1716
 HX1716  HISTORY     - Date     Condition        Report By
 HX1716  HISTORY     - 1933     MONUMENTED       CGS
 HX1716
 HX1716                          STATION DESCRIPTION
 HX1716
 HX1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX1716'AT SPENCER.
 HX1716'AT SPENCER, ROANE COUNTY, AT THE SOUTHWEST CORNER OF THE
 HX1716'INTERSECTION OF DEPOT AND MARKET STREETS, ABOUT 75 YARDS SOUTHWEST
 HX1716'OF THE CORNER OF THE BALTIMORE AND OHIO RAILROAD STATION, IN THE
 HX1716'FACE OF A BRICK BUILDING, AT THE NORTHEAST CORNER, AND ABOUT
 HX1716'1.5 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED Z 6 1933
 HX1716'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2004 ***********************************************************************
 HW2004  DESIGNATION -  Z 60
 HW2004  PID         -  HW2004
 HW2004  STATE/COUNTY-  WV/POCAHONTAS
 HW2004  USGS QUAD   -  THORNWOOD (1995)
 HW2004
 HW2004                         *CURRENT SURVEY CONTROL
 HW2004  ___________________________________________________________________
 HW2004* NAD 83(1986)-  38 33 15.     (N)    079 44 14.     (W)     SCALED    
 HW2004* NAVD 88     -       899.080  (meters)    2949.73   (feet)  ADJUSTED  
 HW2004  ___________________________________________________________________
 HW2004  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HW2004  DYNAMIC HT  -         898.358 (meters)    2947.36  (feet)  COMP
 HW2004  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 HW2004
 HW2004  VERT ORDER  -  SECOND    CLASS 0
 HW2004
 HW2004.The horizontal coordinates were scaled from a topographic map and have
 HW2004.an estimated accuracy of +/- 6 seconds.
 HW2004
 HW2004.The orthometric height was determined by differential leveling
 HW2004.and adjusted by the National Geodetic Survey in June 1991..
 HW2004
 HW2004.The geoid height was determined by GEOID03.
 HW2004
 HW2004.The dynamic height is computed by dividing the NAVD 88
 HW2004.geopotential number by the normal gravity value computed on the
 HW2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2004.degrees latitude (g = 980.6199 gals.).
 HW2004
 HW2004.The modeled gravity was interpolated from observed gravity values.
 HW2004
 HW2004;                    North         East    Units  Estimated Accuracy
 HW2004;SPC WV S     -   173,250.      710,060.      MT  (+/- 180 meters Scaled)
 HW2004
 HW2004                          SUPERSEDED SURVEY CONTROL
 HW2004
 HW2004  NGVD 29 (??/??/92)  899.139  (m)         2949.93   (f) ADJ UNCH    2 0
 HW2004
 HW2004.Superseded values are not recommended for survey control.
 HW2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2004.See file dsdata.txt to determine how the superseded data were derived.
 HW2004
 HW2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC100680(NAD 83)
 HW2004_MARKER: DB = BENCH MARK DISK
 HW2004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW2004_SP_SET: CULVERT
 HW2004_STAMPING: Z 60 1935
 HW2004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW2004
 HW2004  HISTORY     - Date     Condition        Report By
 HW2004  HISTORY     - 1935     MONUMENTED       CGS
 HW2004  HISTORY     - 1954     GOOD             NGS
 HW2004  HISTORY     - 1966     GOOD             NGS
 HW2004
 HW2004                          STATION DESCRIPTION
 HW2004
 HW2004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HW2004'2.8 MI E FROM BARTOW.
 HW2004'2.8 MILES EAST ALONG U.S. HIGHWAY 250 FROM THE CHESAPEAKE AND
 HW2004'OHIO RAILWAY STATION AT BARTOW, POCAHONTAS COUNTY, 120 FEET
 HW2004'EAST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 28, 25 FEET
 HW2004'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 250, IN THE TOP OF THE
 HW2004'WEST END OF THE CONCRETE HEADWALL OF A CULVERT, AND 4 FEET
 HW2004'LOWER THAN THE ROADWAY.
 HW2004
 HW2004                          STATION RECOVERY (1966)
 HW2004
 HW2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HW2004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1470 ***********************************************************************
 HW1470  DESIGNATION -  Z 61
 HW1470  PID         -  HW1470
 HW1470  STATE/COUNTY-  WV/PENDLETON
 HW1470  USGS QUAD   -  COW KNOB (1967)
 HW1470
 HW1470                         *CURRENT SURVEY CONTROL
 HW1470  ___________________________________________________________________
 HW1470* NAD 83(1986)-  38 43 23.     (N)    079 05 12.     (W)     SCALED    
 HW1470* NAVD 88     -      1076.852  (meters)    3532.97   (feet)  ADJUSTED  
 HW1470  ___________________________________________________________________
 HW1470  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 HW1470  DYNAMIC HT  -        1076.005 (meters)    3530.19  (feet)  COMP
 HW1470  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 HW1470
 HW1470  VERT ORDER  -  SECOND    CLASS 0
 HW1470
 HW1470.The horizontal coordinates were scaled from a topographic map and have
 HW1470.an estimated accuracy of +/- 6 seconds.
 HW1470
 HW1470.The orthometric height was determined by differential leveling
 HW1470.and adjusted by the National Geodetic Survey in June 1991..
 HW1470
 HW1470.The geoid height was determined by GEOID03.
 HW1470
 HW1470.The dynamic height is computed by dividing the NAVD 88
 HW1470.geopotential number by the normal gravity value computed on the
 HW1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1470.degrees latitude (g = 980.6199 gals.).
 HW1470
 HW1470.The modeled gravity was interpolated from observed gravity values.
 HW1470
 HW1470;                    North         East    Units  Estimated Accuracy
 HW1470;SPC WV S     -   192,960.      766,370.      MT  (+/- 180 meters Scaled)
 HW1470
 HW1470                          SUPERSEDED SURVEY CONTROL
 HW1470
 HW1470  NGVD 29 (??/??/92) 1076.953  (m)         3533.30   (f) ADJ UNCH    2 0
 HW1470
 HW1470.Superseded values are not recommended for survey control.
 HW1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1470.See file dsdata.txt to determine how the superseded data were derived.
 HW1470
 HW1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC663877(NAD 83)
 HW1470_MARKER: DB = BENCH MARK DISK
 HW1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1470_STAMPING: Z 61 1935
 HW1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1470+STABILITY: SURFACE MOTION
 HW1470
 HW1470  HISTORY     - Date     Condition        Report By
 HW1470  HISTORY     - 1935     MONUMENTED       CGS
 HW1470  HISTORY     - 1954     MARK NOT FOUND   USE
 HW1470
 HW1470                          STATION DESCRIPTION
 HW1470
 HW1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1470'6.6 MI SW FROM CRIDERS.
 HW1470'IN PENDLETON COUNTY, WEST VIRGINIA, 6.6 MILES SOUTHWEST ALONG
 HW1470'VIRGINIA SECONDARY STATE HIGHWAY 826 AND A MOUNTAIN ROAD
 HW1470'FROM THE POST OFFICE AT CRIDERS, ROCKINGHAM COUNTY, VIRGINIA,
 HW1470'IN A SMALL SADDLE, 300 FEET WEST OF THE TOP OF SHENANDOAH
 HW1470'MOUNTAIN, 25 FEET WEST OF A FENCE LINE, AND 15 FEET WEST OF
 HW1470'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED Z 61 1935
 HW1470'AND SET IN THE TOP OF A CONCRETE POST.
 HW1470
 HW1470                          STATION RECOVERY (1954)
 HW1470
 HW1470'RECOVERY NOTE BY US ENGINEERS 1954
 HW1470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2068 ***********************************************************************
 HX2068  DESIGNATION -  Z 7
 HX2068  PID         -  HX2068
 HX2068  STATE/COUNTY-  WV/KANAWHA
 HX2068  USGS QUAD   -  BIG CHIMNEY (1976)
 HX2068
 HX2068                         *CURRENT SURVEY CONTROL
 HX2068  ___________________________________________________________________
 HX2068* NAD 83(1986)-  38 23 08.     (N)    081 35 03.     (W)     SCALED    
 HX2068* NAVD 88     -       184.432  (meters)     605.09   (feet)  ADJUSTED  
 HX2068  ___________________________________________________________________
 HX2068  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HX2068  DYNAMIC HT  -         184.301 (meters)     604.66  (feet)  COMP
 HX2068  MODELED GRAV-     979,915.1   (mgal)                       NAVD 88
 HX2068
 HX2068  VERT ORDER  -  SECOND    CLASS 0
 HX2068
 HX2068.The horizontal coordinates were scaled from a topographic map and have
 HX2068.an estimated accuracy of +/- 6 seconds.
 HX2068
 HX2068.The orthometric height was determined by differential leveling
 HX2068.and adjusted by the National Geodetic Survey in June 1991..
 HX2068
 HX2068.The geoid height was determined by GEOID03.
 HX2068
 HX2068.The dynamic height is computed by dividing the NAVD 88
 HX2068.geopotential number by the normal gravity value computed on the
 HX2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2068.degrees latitude (g = 980.6199 gals.).
 HX2068
 HX2068.The modeled gravity was interpolated from observed gravity values.
 HX2068
 HX2068;                    North         East    Units  Estimated Accuracy
 HX2068;SPC WV S     -   153,940.      548,970.      MT  (+/- 180 meters Scaled)
 HX2068
 HX2068                          SUPERSEDED SURVEY CONTROL
 HX2068
 HX2068  NGVD 29 (??/??/92)  184.622  (m)          605.71   (f) ADJ UNCH    2 0
 HX2068
 HX2068.Superseded values are not recommended for survey control.
 HX2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2068.See file dsdata.txt to determine how the superseded data were derived.
 HX2068
 HX2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC489487(NAD 83)
 HX2068_MARKER: DB = BENCH MARK DISK
 HX2068_SETTING: 66 = SET IN ROCK OUTCROP
 HX2068_SP_SET: FLAT ROCK
 HX2068_STAMPING: Z 7 1933
 HX2068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2068+STABILITY: POSITION/ELEVATION WELL
 HX2068
 HX2068  HISTORY     - Date     Condition        Report By
 HX2068  HISTORY     - 1933     MONUMENTED       CGS
 HX2068
 HX2068                          STATION DESCRIPTION
 HX2068
 HX2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HX2068'3.6 MI E FROM CHARLESTON.
 HX2068'ABOUT 3.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2068'THE POST OFFICE AT CHARLESTON, KANAWHA COUNTY, ABOUT 11 RAILS
 HX2068'EAST OF MASONRY CULVERT 36, ABOUT 6 1/2 RAILS EAST OF A PRIVATE
 HX2068'CROSSING, 9 FEET SOUTH OF THE CENTER LINE OF THE TRACK, IN THE
 HX2068'TOP OF A LARGE FLAT ROCK, AND ABOUT LEVEL WITH THE TRACK.  A
 HX2068'STANDARD DISK, STAMPED Z 7 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0704 ***********************************************************************
 JW0704  DESIGNATION -  Z 76
 JW0704  PID         -  JW0704
 JW0704  STATE/COUNTY-  WV/GRANT
 JW0704  USGS QUAD   -  RIG (1981)
 JW0704
 JW0704                         *CURRENT SURVEY CONTROL
 JW0704  ___________________________________________________________________
 JW0704* NAD 83(1986)-  39 03 24.     (N)    079 06 54.     (W)     SCALED    
 JW0704* NAVD 88     -       312.332  (meters)    1024.71   (feet)  ADJUSTED  
 JW0704  ___________________________________________________________________
 JW0704  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JW0704  DYNAMIC HT  -         312.129 (meters)    1024.04  (feet)  COMP
 JW0704  MODELED GRAV-     979,969.0   (mgal)                       NAVD 88
 JW0704
 JW0704  VERT ORDER  -  SECOND    CLASS 0
 JW0704
 JW0704.The horizontal coordinates were scaled from a topographic map and have
 JW0704.an estimated accuracy of +/- 6 seconds.
 JW0704
 JW0704.The orthometric height was determined by differential leveling
 JW0704.and adjusted by the National Geodetic Survey in June 1991..
 JW0704
 JW0704.The geoid height was determined by GEOID03.
 JW0704
 JW0704.The dynamic height is computed by dividing the NAVD 88
 JW0704.geopotential number by the normal gravity value computed on the
 JW0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0704.degrees latitude (g = 980.6199 gals.).
 JW0704
 JW0704.The modeled gravity was interpolated from observed gravity values.
 JW0704
 JW0704;                    North         East    Units  Estimated Accuracy
 JW0704;SPC WV N     -    61,870.      633,320.      MT  (+/- 180 meters Scaled)
 JW0704
 JW0704                          SUPERSEDED SURVEY CONTROL
 JW0704
 JW0704  NGVD 29 (??/??/92)  312.476  (m)         1025.18   (f) ADJ UNCH    2 0
 JW0704
 JW0704.Superseded values are not recommended for survey control.
 JW0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0704.See file dsdata.txt to determine how the superseded data were derived.
 JW0704
 JW0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD631247(NAD 83)
 JW0704_MARKER: DB = BENCH MARK DISK
 JW0704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0704_SP_SET: CULVERT
 JW0704_STAMPING: Z 76 1941
 JW0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0704
 JW0704  HISTORY     - Date     Condition        Report By
 JW0704  HISTORY     - 1941     MONUMENTED       CGS
 JW0704
 JW0704                          STATION DESCRIPTION
 JW0704
 JW0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0704'5 MI N FROM PETERSBURG.
 JW0704'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE GRANT COUNTY
 JW0704'BANK AT PETERSBURG, GRANT COUNTY, BETWEEN TWO CURVES AND A BLUFF
 JW0704'WEST OF THE HIGHWAY AND LUNICE CREEK EAST OF THE HIGHWAY, AT A
 JW0704'CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD
 JW0704'WALL, 15.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 JW0704'8.5 FEET SOUTH OF A WHITE WOODEN POST STENCILED U.S.B.M.  A
 JW0704'STANDARD DISK, STAMPED Z 76 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0401 ***********************************************************************
 JW0401  DESIGNATION -  Z 77
 JW0401  PID         -  JW0401
 JW0401  STATE/COUNTY-  WV/MINERAL
 JW0401  USGS QUAD   -  CUMBERLAND (1993)
 JW0401
 JW0401                         *CURRENT SURVEY CONTROL
 JW0401  ___________________________________________________________________
 JW0401* NAD 83(1986)-  39 38 48.     (N)    078 46 00.     (W)     SCALED    
 JW0401* NAVD 88     -       191.517  (meters)     628.34   (feet)  ADJUSTED  
 JW0401  ___________________________________________________________________
 JW0401  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JW0401  DYNAMIC HT  -         191.406 (meters)     627.97  (feet)  COMP
 JW0401  MODELED GRAV-     980,045.9   (mgal)                       NAVD 88
 JW0401
 JW0401  VERT ORDER  -  FIRST     CLASS II
 JW0401
 JW0401.The horizontal coordinates were scaled from a topographic map and have
 JW0401.an estimated accuracy of +/- 6 seconds.
 JW0401
 JW0401.The orthometric height was determined by differential leveling
 JW0401.and adjusted by the National Geodetic Survey in June 1991..
 JW0401
 JW0401.The geoid height was determined by GEOID03.
 JW0401
 JW0401.The dynamic height is computed by dividing the NAVD 88
 JW0401.geopotential number by the normal gravity value computed on the
 JW0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0401.degrees latitude (g = 980.6199 gals.).
 JW0401
 JW0401.The modeled gravity was interpolated from observed gravity values.
 JW0401
 JW0401;                    North         East    Units  Estimated Accuracy
 JW0401;SPC WV N     -   127,560.      662,940.      MT  (+/- 180 meters Scaled)
 JW0401
 JW0401                          SUPERSEDED SURVEY CONTROL
 JW0401
 JW0401  NGVD 29 (??/??/92)  191.712  (m)          628.98   (f) ADJ UNCH    1 2
 JW0401
 JW0401.Superseded values are not recommended for survey control.
 JW0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0401.See file dsdata.txt to determine how the superseded data were derived.
 JW0401
 JW0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD916909(NAD 83)
 JW0401_MARKER: DB = BENCH MARK DISK
 JW0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0401_SP_SET: OVERPASS
 JW0401_STAMPING: Z-77 1941
 JW0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0401
 JW0401  HISTORY     - Date     Condition        Report By
 JW0401  HISTORY     - 1941     MONUMENTED       CGS
 JW0401
 JW0401                          STATION DESCRIPTION
 JW0401
 JW0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0401'0.3 MI W FROM CUMBERLAND.
 JW0401'0.3 MILE WEST ALONG THE WESTERN MARYLAND RAILROAD FROM THE STATION
 JW0401'AT CUMBERLAND, SET IN THE WEST CORNER OF THE SOUTHWEST HEAD-WALL
 JW0401'OF THE CONCRETE OVER-PASS, 321 FEET SOUTHWEST OF THE SOUTHWEST END
 JW0401'OF THE BRIDGE OVER THE PATOMAC RIVER, 27 FEET SOUTHWEST OF THE
 JW0401'CENTER-LINE OF THE STREET, 4.7 FEET NORTHWEST OF THE NORTHWEST
 JW0401'RAIL OF THE SIDE TRACK.  A STANDARD DISK STAMPED Z-77 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0113 ***********************************************************************
 JX0113  DESIGNATION -  Z 78
 JX0113  PID         -  JX0113
 JX0113  STATE/COUNTY-  WV/TAYLOR
 JX0113  USGS QUAD   -  GRAFTON (1976)
 JX0113
 JX0113                         *CURRENT SURVEY CONTROL
 JX0113  ___________________________________________________________________
 JX0113* NAD 83(1986)-  39 18 19.     (N)    080 02 51.     (W)     SCALED    
 JX0113* NAVD 88     -       309.039  (meters)    1013.91   (feet)  ADJUSTED  
 JX0113  ___________________________________________________________________
 JX0113  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JX0113  DYNAMIC HT  -         308.846 (meters)    1013.27  (feet)  COMP
 JX0113  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JX0113
 JX0113  VERT ORDER  -  FIRST     CLASS II
 JX0113
 JX0113.The horizontal coordinates were scaled from a topographic map and have
 JX0113.an estimated accuracy of +/- 6 seconds.
 JX0113
 JX0113.The orthometric height was determined by differential leveling
 JX0113.and adjusted by the National Geodetic Survey in June 1991..
 JX0113
 JX0113.The geoid height was determined by GEOID03.
 JX0113
 JX0113.The dynamic height is computed by dividing the NAVD 88
 JX0113.geopotential number by the normal gravity value computed on the
 JX0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0113.degrees latitude (g = 980.6199 gals.).
 JX0113
 JX0113.The modeled gravity was interpolated from observed gravity values.
 JX0113
 JX0113;                    North         East    Units  Estimated Accuracy
 JX0113;SPC WV N     -    89,540.      552,780.      MT  (+/- 180 meters Scaled)
 JX0113
 JX0113                          SUPERSEDED SURVEY CONTROL
 JX0113
 JX0113  NGVD 29 (??/??/92)  309.228  (m)         1014.53   (f) ADJ UNCH    1 2
 JX0113
 JX0113.Superseded values are not recommended for survey control.
 JX0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0113.See file dsdata.txt to determine how the superseded data were derived.
 JX0113
 JX0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND821510(NAD 83)
 JX0113_MARKER: DB = BENCH MARK DISK
 JX0113_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JX0113_STAMPING: Z 78 1943
 JX0113_MARK LOGO: CGS   
 JX0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0113
 JX0113  HISTORY     - Date     Condition        Report By
 JX0113  HISTORY     - 1943     MONUMENTED       CGS
 JX0113  HISTORY     - 1983     GOOD             NGS
 JX0113
 JX0113                          STATION DESCRIPTION
 JX0113
 JX0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0113'3.2 MI SW FROM GRAFTON.
 JX0113'3.2 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAIROAD FROM
 JX0113'THE STATION AT GRAFTON, TAYLOR COUNTY, ACROSS THE TRACK FROM
 JX0113'MILE POLE B-283-P 101, AT THE U.S. HIGHWAY 119 OVERPASS, IN THE
 JX0113'SOUTHWEST END OF THE SOUTHEAST CONCRETE PIER, 14.0 FEET SOUTHEAST
 JX0113'OF THE CENTERLINE OF THE SOUTHEAST TRACK, AND 3 FEET HIGHER THAN
 JX0113'THE TRACK.  A STANDARD DISK SET VERTICALLY.
 JX0113
 JX0113                          STATION RECOVERY (1983)
 JX0113
 JX0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0156 ***********************************************************************
 JX0156  DESIGNATION -  Z 79
 JX0156  PID         -  JX0156
 JX0156  STATE/COUNTY-  WV/HARRISON
 JX0156  USGS QUAD   -  CLARKSBURG (1976)
 JX0156
 JX0156                         *CURRENT SURVEY CONTROL
 JX0156  ___________________________________________________________________
 JX0156* NAD 83(1986)-  39 17 33.     (N)    080 21 43.     (W)     SCALED    
 JX0156* NAVD 88     -       291.429  (meters)     956.13   (feet)  ADJUSTED  
 JX0156  ___________________________________________________________________
 JX0156  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JX0156  DYNAMIC HT  -         291.246 (meters)     955.53  (feet)  COMP
 JX0156  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 JX0156
 JX0156  VERT ORDER  -  FIRST     CLASS II
 JX0156
 JX0156.The horizontal coordinates were scaled from a topographic map and have
 JX0156.an estimated accuracy of +/- 6 seconds.
 JX0156
 JX0156.The orthometric height was determined by differential leveling
 JX0156.and adjusted by the National Geodetic Survey in June 1991..
 JX0156
 JX0156.The geoid height was determined by GEOID03.
 JX0156
 JX0156.The dynamic height is computed by dividing the NAVD 88
 JX0156.geopotential number by the normal gravity value computed on the
 JX0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0156.degrees latitude (g = 980.6199 gals.).
 JX0156
 JX0156.The modeled gravity was interpolated from observed gravity values.
 JX0156
 JX0156;                    North         East    Units  Estimated Accuracy
 JX0156;SPC WV N     -    88,340.      525,650.      MT  (+/- 180 meters Scaled)
 JX0156
 JX0156                          SUPERSEDED SURVEY CONTROL
 JX0156
 JX0156  NGVD 29 (??/??/92)  291.620  (m)          956.76   (f) ADJ UNCH    1 2
 JX0156
 JX0156.Superseded values are not recommended for survey control.
 JX0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0156.See file dsdata.txt to determine how the superseded data were derived.
 JX0156
 JX0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND550494(NAD 83)
 JX0156_MARKER: DB = BENCH MARK DISK
 JX0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0156_SP_SET: BUILDING
 JX0156_STAMPING: Z 79 1943
 JX0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0156
 JX0156  HISTORY     - Date     Condition        Report By
 JX0156  HISTORY     - 1943     MONUMENTED       CGS
 JX0156  HISTORY     - 1983     MARK NOT FOUND   NGS
 JX0156
 JX0156                          STATION DESCRIPTION
 JX0156
 JX0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0156'1.4 MI NW FROM CLARKSBURG.
 JX0156'1.4 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0156'THE STATION AT CLARKSBURG, HARRISON COUNTY, 0.1 MILE EAST OF
 JX0156'MILE POLE P 80-B 304, AT A BRIDGE OVER U.S. HIGHWAY 19, IN THE
 JX0156'TOP OF THE NORTH END OF THE EAST BRIDGE SEAT, 22 FEET NORTH OF
 JX0156'THE CENTERLINE OF THE TRACK, AND 10 FEET LOWER THAN THE TRACK.
 JX0156'A STANDARD DISK.
 JX0156
 JX0156                          STATION RECOVERY (1983)
 JX0156
 JX0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0156'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0309 ***********************************************************************
 JX0309  DESIGNATION -  Z 8
 JX0309  PID         -  JX0309
 JX0309  STATE/COUNTY-  WV/LEWIS
 JX0309  USGS QUAD   -  VADIS (1976)
 JX0309
 JX0309                         *CURRENT SURVEY CONTROL
 JX0309  ___________________________________________________________________
 JX0309* NAD 83(1986)-  39 00 55.     (N)    080 41 55.     (W)     SCALED    
 JX0309* NAVD 88     -       243.381  (meters)     798.49   (feet)  ADJUSTED  
 JX0309  ___________________________________________________________________
 JX0309  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JX0309  DYNAMIC HT  -         243.226 (meters)     797.98  (feet)  COMP
 JX0309  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 JX0309
 JX0309  VERT ORDER  -  SECOND    CLASS 0
 JX0309
 JX0309.The horizontal coordinates were scaled from a topographic map and have
 JX0309.an estimated accuracy of +/- 6 seconds.
 JX0309
 JX0309.The orthometric height was determined by differential leveling
 JX0309.and adjusted by the National Geodetic Survey in June 1991..
 JX0309
 JX0309.The geoid height was determined by GEOID03.
 JX0309
 JX0309.The dynamic height is computed by dividing the NAVD 88
 JX0309.geopotential number by the normal gravity value computed on the
 JX0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0309.degrees latitude (g = 980.6199 gals.).
 JX0309
 JX0309.The modeled gravity was interpolated from observed gravity values.
 JX0309
 JX0309;                    North         East    Units  Estimated Accuracy
 JX0309;SPC WV S     -   223,730.      626,100.      MT  (+/- 180 meters Scaled)
 JX0309
 JX0309                          SUPERSEDED SURVEY CONTROL
 JX0309
 JX0309  NGVD 29 (??/??/92)  243.546  (m)          799.03   (f) ADJ UNCH    2 0
 JX0309
 JX0309.Superseded values are not recommended for survey control.
 JX0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0309.See file dsdata.txt to determine how the superseded data were derived.
 JX0309
 JX0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND260185(NAD 83)
 JX0309_MARKER: DB = BENCH MARK DISK
 JX0309_SETTING: 66 = SET IN ROCK OUTCROP
 JX0309_SP_SET: OUTCROP
 JX0309_STAMPING: Z 8 1933
 JX0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX0309+STABILITY: POSITION/ELEVATION WELL
 JX0309
 JX0309  HISTORY     - Date     Condition        Report By
 JX0309  HISTORY     - 1933     MONUMENTED       CGS
 JX0309
 JX0309                          STATION DESCRIPTION
 JX0309
 JX0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0309'1 MI NE FROM LINN.
 JX0309'IN LEWIS COUNTY, 1 MILE NORTHEAST ALONG U.S. HIGHWAY 33 FROM
 JX0309'THE POST OFFICE AT LINN, GILMER COUNTY, ON THE EAST BANK OF A
 JX0309'SMALL STREAM, ACROSS THE HIGHWAY FROM THE R.C. CUMBERLENE
 JX0309'RESIDENCE, IN A BARNYARD, 64 YARDS NORTH OF THE CENTERLINE OF THE
 JX0309'HIGHWAY, IN THE TOP OF A LARGE ROCK OUTCROP, AND 5 FEET HIGHER
 JX0309'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Z 8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0259 ***********************************************************************
 JX0259  DESIGNATION -  Z 80
 JX0259  PID         -  JX0259
 JX0259  STATE/COUNTY-  WV/DODDRIDGE
 JX0259  USGS QUAD   -  SMITHBURG (1976)
 JX0259
 JX0259                         *CURRENT SURVEY CONTROL
 JX0259  ___________________________________________________________________
 JX0259* NAD 83(1986)-  39 17 01.     (N)    080 42 21.     (W)     SCALED    
 JX0259* NAVD 88     -       248.726  (meters)     816.03   (feet)  ADJUSTED  
 JX0259  ___________________________________________________________________
 JX0259  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JX0259  DYNAMIC HT  -         248.575 (meters)     815.53  (feet)  COMP
 JX0259  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 JX0259
 JX0259  VERT ORDER  -  FIRST     CLASS II
 JX0259
 JX0259.The horizontal coordinates were scaled from a topographic map and have
 JX0259.an estimated accuracy of +/- 6 seconds.
 JX0259
 JX0259.The orthometric height was determined by differential leveling
 JX0259.and adjusted by the National Geodetic Survey in June 1991..
 JX0259
 JX0259.The geoid height was determined by GEOID03.
 JX0259
 JX0259.The dynamic height is computed by dividing the NAVD 88
 JX0259.geopotential number by the normal gravity value computed on the
 JX0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0259.degrees latitude (g = 980.6199 gals.).
 JX0259
 JX0259.The modeled gravity was interpolated from observed gravity values.
 JX0259
 JX0259;                    North         East    Units  Estimated Accuracy
 JX0259;SPC WV N     -    87,690.      495,970.      MT  (+/- 180 meters Scaled)
 JX0259
 JX0259                          SUPERSEDED SURVEY CONTROL
 JX0259
 JX0259  NGVD 29 (??/??/92)  248.877  (m)          816.52   (f) ADJ UNCH    1 2
 JX0259
 JX0259.Superseded values are not recommended for survey control.
 JX0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0259.See file dsdata.txt to determine how the superseded data were derived.
 JX0259
 JX0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND253482(NAD 83)
 JX0259_MARKER: DB = BENCH MARK DISK
 JX0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0259_SP_SET: BRIDGE
 JX0259_STAMPING: Z 80 1943
 JX0259_MARK LOGO: CGS   
 JX0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0259
 JX0259  HISTORY     - Date     Condition        Report By
 JX0259  HISTORY     - 1943     MONUMENTED       CGS
 JX0259  HISTORY     - 1983     GOOD             NGS
 JX0259
 JX0259                          STATION DESCRIPTION
 JX0259
 JX0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0259'1.6 MI E FROM SMITHBURG.
 JX0259'1.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0259'STATION AT SMITHBURG, DODDRIDGE COUNTY, AT POLE 324+30, AT
 JX0259'CONCRETE BRIDGE 19, IN THE TOP OF THE SOUTHEAST WING WALL, 3 FEET
 JX0259'SOUTH OF THE NORTH END, 21.5 FEET EAST OF THE CENTERLINE OF THE
 JX0259'TRACK, AND 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK.
 JX0259
 JX0259                          STATION RECOVERY (1983)
 JX0259
 JX0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0929 ***********************************************************************
 JX0929  DESIGNATION -  Z 81
 JX0929  PID         -  JX0929
 JX0929  STATE/COUNTY-  WV/RITCHIE
 JX0929  USGS QUAD   -  ELLENBORO (1975)
 JX0929
 JX0929                         *CURRENT SURVEY CONTROL
 JX0929  ___________________________________________________________________
 JX0929* NAD 83(1986)-  39 16 12.     (N)    081 02 50.     (W)     SCALED    
 JX0929* NAVD 88     -       241.519  (meters)     792.38   (feet)  ADJUSTED  
 JX0929  ___________________________________________________________________
 JX0929  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JX0929  DYNAMIC HT  -         241.369 (meters)     791.89  (feet)  COMP
 JX0929  MODELED GRAV-     979,999.2   (mgal)                       NAVD 88
 JX0929
 JX0929  VERT ORDER  -  FIRST     CLASS II
 JX0929
 JX0929.The horizontal coordinates were scaled from a topographic map and have
 JX0929.an estimated accuracy of +/- 6 seconds.
 JX0929
 JX0929.The orthometric height was determined by differential leveling
 JX0929.and adjusted by the National Geodetic Survey in June 1991..
 JX0929
 JX0929.The geoid height was determined by GEOID03.
 JX0929
 JX0929.The dynamic height is computed by dividing the NAVD 88
 JX0929.geopotential number by the normal gravity value computed on the
 JX0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0929.degrees latitude (g = 980.6199 gals.).
 JX0929
 JX0929.The modeled gravity was interpolated from observed gravity values.
 JX0929
 JX0929;                    North         East    Units  Estimated Accuracy
 JX0929;SPC WV N     -    86,630.      466,490.      MT  (+/- 180 meters Scaled)
 JX0929
 JX0929                          SUPERSEDED SURVEY CONTROL
 JX0929
 JX0929  NGVD 29 (??/??/92)  241.698  (m)          792.97   (f) ADJ UNCH    1 2
 JX0929
 JX0929.Superseded values are not recommended for survey control.
 JX0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0929.See file dsdata.txt to determine how the superseded data were derived.
 JX0929
 JX0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD959467(NAD 83)
 JX0929_MARKER: DB = BENCH MARK DISK
 JX0929_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0929_SP_SET: SIGNAL BASE
 JX0929_STAMPING: Z 81 1943
 JX0929_MARK LOGO: CGS   
 JX0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0929
 JX0929  HISTORY     - Date     Condition        Report By
 JX0929  HISTORY     - 1943     MONUMENTED       CGS
 JX0929  HISTORY     - 1983     GOOD             NGS
 JX0929
 JX0929                          STATION DESCRIPTION
 JX0929
 JX0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0929'0.6 MI NE FROM ELLENBORO.
 JX0929'0.6 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX0929'THE STATION AT ELLENBORO, RITCHIE COUNTY, AT A ROAD CROSSING,
 JX0929'37 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 12 FEET
 JX0929'NORTHWEST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF THE EAST
 JX0929'CORNER OF THE CONCRETE BASE OF A SIGNAL, AND LEVEL WITH THE
 JX0929'TRACK.  A STANDARD DISK, STAMPED Z 81 1943.
 JX0929
 JX0929                          STATION RECOVERY (1983)
 JX0929
 JX0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0929'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  1.0 KM
 JX0929'(0.6 MI) NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0929'STATE HIGHWAY 16 BRIDGE OVER THE RAILROAD IN ELLENBORO TO THE MARK ON
 JX0929'THE LEFT, IN THE BASE OF AN OLD SIGNAL, 3.6 METERS (12.0 FT) NORTHWEST
 JX0929'OF THE CENTER OF THE RAILROAD, 11.2 METERS (37.0 FT) SOUTHWEST OF THE
 JX0929'CENTERLINE OF A ROAD, 0.91 METER (3.0 FT) NORTH OF A SIGNAL.
 JX0929'THE MARK IS 0.30 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0963 ***********************************************************************
 JX0963  DESIGNATION -  Z 82
 JX0963  PID         -  JX0963
 JX0963  STATE/COUNTY-  WV/RITCHIE
 JX0963  USGS QUAD   -  PETROLEUM (1987)
 JX0963
 JX0963                         *CURRENT SURVEY CONTROL
 JX0963  ___________________________________________________________________
 JX0963* NAD 83(1986)-  39 11 12.     (N)    081 17 41.     (W)     SCALED    
 JX0963* NAVD 88     -       214.066  (meters)     702.31   (feet)  ADJUSTED  
 JX0963  ___________________________________________________________________
 JX0963  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JX0963  DYNAMIC HT  -         213.933 (meters)     701.88  (feet)  COMP
 JX0963  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 JX0963
 JX0963  VERT ORDER  -  FIRST     CLASS II
 JX0963
 JX0963.The horizontal coordinates were scaled from a topographic map and have
 JX0963.an estimated accuracy of +/- 6 seconds.
 JX0963
 JX0963.The orthometric height was determined by differential leveling
 JX0963.and adjusted by the National Geodetic Survey in June 1991..
 JX0963
 JX0963.The geoid height was determined by GEOID03.
 JX0963
 JX0963.The dynamic height is computed by dividing the NAVD 88
 JX0963.geopotential number by the normal gravity value computed on the
 JX0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0963.degrees latitude (g = 980.6199 gals.).
 JX0963
 JX0963.The modeled gravity was interpolated from observed gravity values.
 JX0963
 JX0963;                    North         East    Units  Estimated Accuracy
 JX0963;SPC WV N     -    77,780.      444,950.      MT  (+/- 180 meters Scaled)
 JX0963
 JX0963                          SUPERSEDED SURVEY CONTROL
 JX0963
 JX0963  NGVD 29 (??/??/92)  214.245  (m)          702.90   (f) ADJ UNCH    1 2
 JX0963
 JX0963.Superseded values are not recommended for survey control.
 JX0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0963.See file dsdata.txt to determine how the superseded data were derived.
 JX0963
 JX0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD745375(NAD 83)
 JX0963_MARKER: DB = BENCH MARK DISK
 JX0963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0963_SP_SET: SIGNAL BASE
 JX0963_STAMPING: Z 82 1943
 JX0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0963
 JX0963  HISTORY     - Date     Condition        Report By
 JX0963  HISTORY     - 1943     MONUMENTED       CGS
 JX0963
 JX0963                          STATION DESCRIPTION
 JX0963
 JX0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX0963'1.6 MI W FROM PETROLEUM.
 JX0963'1.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX0963'STATION AT PETROLEUM, RITCHIE COUNTY, 27 FEET NORTHWEST OF THE
 JX0963'SECOND POLE NORTHWEST OF POLE 363+10, AT SIGNAL W 363-15, IN
 JX0963'THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE, 11.5 FEET
 JX0963'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE
 JX0963'TRACK.  A STANDARD DISK, STAMPED Z 82 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1109 ***********************************************************************
 JX1109  DESIGNATION -  Z 83
 JX1109  PID         -  JX1109
 JX1109  STATE/COUNTY-  WV/JACKSON
 JX1109  USGS QUAD   -  PORTLAND (1994)
 JX1109
 JX1109                         *CURRENT SURVEY CONTROL
 JX1109  ___________________________________________________________________
 JX1109* NAD 83(1986)-  39 01 12.     (N)    081 45 37.     (W)     SCALED    
 JX1109* NAVD 88     -       179.214  (meters)     587.97   (feet)  ADJUSTED  
 JX1109  ___________________________________________________________________
 JX1109  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JX1109  DYNAMIC HT  -         179.099 (meters)     587.59  (feet)  COMP
 JX1109  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 JX1109
 JX1109  VERT ORDER  -  FIRST     CLASS II
 JX1109
 JX1109.The horizontal coordinates were scaled from a topographic map and have
 JX1109.an estimated accuracy of +/- 6 seconds.
 JX1109
 JX1109.The orthometric height was determined by differential leveling
 JX1109.and adjusted by the National Geodetic Survey in June 1991..
 JX1109
 JX1109.The geoid height was determined by GEOID03.
 JX1109
 JX1109.The dynamic height is computed by dividing the NAVD 88
 JX1109.geopotential number by the normal gravity value computed on the
 JX1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1109.degrees latitude (g = 980.6199 gals.).
 JX1109
 JX1109.The modeled gravity was interpolated from observed gravity values.
 JX1109
 JX1109;                    North         East    Units  Estimated Accuracy
 JX1109;SPC WV S     -   224,480.      534,160.      MT  (+/- 180 meters Scaled)
 JX1109
 JX1109                          SUPERSEDED SURVEY CONTROL
 JX1109
 JX1109  NGVD 29 (??/??/92)  179.373  (m)          588.49   (f) ADJ UNCH    1 2
 JX1109
 JX1109.Superseded values are not recommended for survey control.
 JX1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1109.See file dsdata.txt to determine how the superseded data were derived.
 JX1109
 JX1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD341192(NAD 83)
 JX1109_MARKER: DB = BENCH MARK DISK
 JX1109_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JX1109_STAMPING: Z 83 1943
 JX1109_MARK LOGO: CGS   
 JX1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1109+STABILITY: SURFACE MOTION
 JX1109
 JX1109  HISTORY     - Date     Condition        Report By
 JX1109  HISTORY     - 1943     MONUMENTED       CGS
 JX1109  HISTORY     - 1956     GOOD             NGS
 JX1109  HISTORY     - 1976     GOOD             NGS
 JX1109  HISTORY     - 1984     GOOD             NGS
 JX1109
 JX1109                          STATION DESCRIPTION
 JX1109
 JX1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JX1109'2.4 MI SE FROM POLK.
 JX1109'2.4 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1109'THE STATION AT POLK, SET IN THE TOP OF THE NORTH END OF WEST
 JX1109'WALL OF A CATCH BASIN BETWEEN TWO PIPE CULVERTS, 16 3/4 FEET
 JX1109'EAST OF EAST RAIL, 50 1/2 FEET NORTHEAST AND ACROSS TRACK FROM
 JX1109'MILE POST 123, 29 FEET WEST OF CENTER LINE OF HIGHWAY, 151 FEET
 JX1109'NORTH OF CENTER OF A FARM ROAD CROSSING, AND ABOUT 6 1/2 FEET
 JX1109'BELOW LEVEL OF TRACK.
 JX1109
 JX1109                          STATION RECOVERY (1976)
 JX1109
 JX1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1109'RECOVERED IN GOOD CONDITION.
 JX1109
 JX1109                          STATION RECOVERY (1984)
 JX1109
 JX1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0420 ***********************************************************************
 HY0420  DESIGNATION -  Z 84
 HY0420  PID         -  HY0420
 HY0420  STATE/COUNTY-  WV/MASON
 HY0420  USGS QUAD   -  CHESHIRE (1989)
 HY0420
 HY0420                         *CURRENT SURVEY CONTROL
 HY0420  ___________________________________________________________________
 HY0420* NAD 83(1986)-  38 54 36.     (N)    082 07 05.     (W)     SCALED    
 HY0420* NAVD 88     -       178.410  (meters)     585.33   (feet)  ADJUSTED  
 HY0420  ___________________________________________________________________
 HY0420  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HY0420  DYNAMIC HT  -         178.298 (meters)     584.97  (feet)  COMP
 HY0420  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 HY0420
 HY0420  VERT ORDER  -  FIRST     CLASS II
 HY0420
 HY0420.The horizontal coordinates were scaled from a topographic map and have
 HY0420.an estimated accuracy of +/- 6 seconds.
 HY0420
 HY0420.The orthometric height was determined by differential leveling
 HY0420.and adjusted by the National Geodetic Survey in June 1991..
 HY0420
 HY0420.The geoid height was determined by GEOID03.
 HY0420
 HY0420.The dynamic height is computed by dividing the NAVD 88
 HY0420.geopotential number by the normal gravity value computed on the
 HY0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0420.degrees latitude (g = 980.6199 gals.).
 HY0420
 HY0420.The modeled gravity was interpolated from observed gravity values.
 HY0420
 HY0420;                    North         East    Units  Estimated Accuracy
 HY0420;SPC WV S     -   212,580.      503,030.      MT  (+/- 180 meters Scaled)
 HY0420
 HY0420                          SUPERSEDED SURVEY CONTROL
 HY0420
 HY0420  NGVD 29 (??/??/92)  178.601  (m)          585.96   (f) ADJ UNCH    1 2
 HY0420
 HY0420.Superseded values are not recommended for survey control.
 HY0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0420.See file dsdata.txt to determine how the superseded data were derived.
 HY0420
 HY0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD030073(NAD 83)
 HY0420_MARKER: DB = BENCH MARK DISK
 HY0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0420_STAMPING: Z 84 1943
 HY0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0420+STABILITY: SURFACE MOTION
 HY0420
 HY0420  HISTORY     - Date     Condition        Report By
 HY0420  HISTORY     - 1943     MONUMENTED       CGS
 HY0420  HISTORY     - 1956     GOOD             NGS
 HY0420  HISTORY     - 1984     MARK NOT FOUND   NGS
 HY0420
 HY0420                          STATION DESCRIPTION
 HY0420
 HY0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HY0420'4.2 MI SW FROM LAKIN.
 HY0420'4.15 MILES SOUTH ALONG SOUTHWEST ALONG THE BALTIMORE AND OHIO
 HY0420'RAILROAD FROM THE STATION AT LAKIN, ABOUT 0.2 MILE NORTHEAST
 HY0420'OF THE ABANDONED STATION AT YORK, EAST-SOUTHEAST AND ACROSS OHIO
 HY0420'RIVER FROM TYGART CREEK POWER PLANT, 17 FEET SOUTHEAST OF
 HY0420'SOUTHEAST RAIL, 57 FEET EAST AND ACROSS TRACK FROM TELEPHONE
 HY0420'POLE NO. 167/27, 43 FEET WEST-SOUTHWEST OF A 40-INCH ELM TREE,
 HY0420'34 FEET SOUTH-SOUTHWEST OF SOUTHEAST END OF A SMALL WOODEN BOX
 HY0420'CULVERT UNDER TRACK, 13 FEET NORTH-NORTHWEST OF A 12-INCH BLACK
 HY0420'LOCUST TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 HY0420'ABOUT 4 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A
 HY0420'CONCRETE POST PROJECTING 5 INCHES.
 HY0420
 HY0420                          STATION RECOVERY (1984)
 HY0420
 HY0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HY0420'NOT RECOVERED, NO SIGN OF THE MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0069 ***********************************************************************
 GY0069  DESIGNATION -  Z 85
 GY0069  PID         -  GY0069
 GY0069  STATE/COUNTY-  WV/MINGO
 GY0069  USGS QUAD   -  WILLIAMSON (1992)
 GY0069
 GY0069                         *CURRENT SURVEY CONTROL
 GY0069  ___________________________________________________________________
 GY0069* NAD 83(1986)-  37 44 13.     (N)    082 19 33.     (W)     SCALED    
 GY0069* NAVD 88     -       198.616  (meters)     651.63   (feet)  ADJUSTED  
 GY0069  ___________________________________________________________________
 GY0069  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GY0069  DYNAMIC HT  -         198.470 (meters)     651.15  (feet)  COMP
 GY0069  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 GY0069
 GY0069  VERT ORDER  -  SECOND    CLASS 0
 GY0069
 GY0069.The horizontal coordinates were scaled from a topographic map and have
 GY0069.an estimated accuracy of +/- 6 seconds.
 GY0069
 GY0069.The orthometric height was determined by differential leveling
 GY0069.and adjusted by the National Geodetic Survey in June 1991..
 GY0069
 GY0069.The geoid height was determined by GEOID03.
 GY0069
 GY0069.The dynamic height is computed by dividing the NAVD 88
 GY0069.geopotential number by the normal gravity value computed on the
 GY0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0069.degrees latitude (g = 980.6199 gals.).
 GY0069
 GY0069.The modeled gravity was interpolated from observed gravity values.
 GY0069
 GY0069;                    North         East    Units  Estimated Accuracy
 GY0069;SPC WV S     -    82,630.      483,140.      MT  (+/- 180 meters Scaled)
 GY0069
 GY0069                          SUPERSEDED SURVEY CONTROL
 GY0069
 GY0069  NGVD 29 (??/??/92)  198.840  (m)          652.36   (f) ADJ UNCH    2 0
 GY0069
 GY0069.Superseded values are not recommended for survey control.
 GY0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0069.See file dsdata.txt to determine how the superseded data were derived.
 GY0069
 GY0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB831774(NAD 83)
 GY0069_MARKER: DB = BENCH MARK DISK
 GY0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0069_SP_SET: BASIN
 GY0069_STAMPING: Z 85 1952 652.361
 GY0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0069
 GY0069  HISTORY     - Date     Condition        Report By
 GY0069  HISTORY     - 1952     MONUMENTED       CGS
 GY0069  HISTORY     - 1956     GOOD             NGS
 GY0069
 GY0069                          STATION DESCRIPTION
 GY0069
 GY0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0069'0.4 MI SE FROM NOLAN.
 GY0069'0.35 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILROAD, 163
 GY0069'FEET EAST OF SEMAPHORE SIGNAL NO. 477.3, 80 FEET WEST OF THE CENTER
 GY0069'OF A DRIVE CROSSING TRACKS, 27 FEET SOUTH OF THE CENTER LINE OF
 GY0069'U.S. HIGHWAY 52, 14 FEET NORTH OF THE NORTH RAIL, IN THE TOP OF THE
 GY0069'NORTHEAST CORNER OF CONCRETE 6 BY 3-FOOT CATCH BASIN WHICH IS
 GY0069'LOCATED BETWEEN THE TRACK AND U.S. HIGHWAY 52, ABOUT LEVEL WITH
 GY0069'HIGHWAY AND 2.5 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1091 ***********************************************************************
 GX1091  DESIGNATION -  Z 86
 GX1091  PID         -  GX1091
 GX1091  STATE/COUNTY-  WV/RALEIGH
 GX1091  USGS QUAD   -  BECKLEY (1989)
 GX1091
 GX1091                         *CURRENT SURVEY CONTROL
 GX1091  ___________________________________________________________________
 GX1091* NAD 83(1986)-  37 45 14.     (N)    081 08 58.     (W)     SCALED    
 GX1091* NAVD 88     -       644.225  (meters)    2113.59   (feet)  ADJUSTED  
 GX1091  ___________________________________________________________________
 GX1091  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GX1091  DYNAMIC HT  -         643.676 (meters)    2111.79  (feet)  COMP
 GX1091  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 GX1091
 GX1091  VERT ORDER  -  SECOND    CLASS 0
 GX1091
 GX1091.The horizontal coordinates were scaled from a topographic map and have
 GX1091.an estimated accuracy of +/- 6 seconds.
 GX1091
 GX1091.The orthometric height was determined by differential leveling
 GX1091.and adjusted by the National Geodetic Survey in June 1991..
 GX1091
 GX1091.The geoid height was determined by GEOID03.
 GX1091
 GX1091.The dynamic height is computed by dividing the NAVD 88
 GX1091.geopotential number by the normal gravity value computed on the
 GX1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1091.degrees latitude (g = 980.6199 gals.).
 GX1091
 GX1091.The modeled gravity was interpolated from observed gravity values.
 GX1091
 GX1091;                    North         East    Units  Estimated Accuracy
 GX1091;SPC WV S     -    83,680.      586,830.      MT  (+/- 180 meters Scaled)
 GX1091
 GX1091                          SUPERSEDED SURVEY CONTROL
 GX1091
 GX1091  NGVD 29 (??/??/92)  644.364  (m)         2114.05   (f) ADJ UNCH    2 0
 GX1091
 GX1091.Superseded values are not recommended for survey control.
 GX1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1091.See file dsdata.txt to determine how the superseded data were derived.
 GX1091
 GX1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB868785(NAD 83)
 GX1091_MARKER: DB = BENCH MARK DISK
 GX1091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1091_SP_SET: BRIDGE
 GX1091_STAMPING: Z 86 1960
 GX1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1091
 GX1091  HISTORY     - Date     Condition        Report By
 GX1091  HISTORY     - 1960     MONUMENTED       CGS
 GX1091  HISTORY     - 1977     GOOD             BAKER
 GX1091
 GX1091                          STATION DESCRIPTION
 GX1091
 GX1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX1091'1.6 MI NW FROM BEAVER.
 GX1091'ABOUT 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM SHADY SPRING
 GX1091'HIGH SCHOOL AT BEAVER, 20 FEET SOUTHWEST OF THE CENTER LINE OF
 GX1091'THE HIGHWAY (ALSO U.S. HIGHWAYS 19 AND 21), IN TOP OF THE SOUTHWEST
 GX1091'END OF THE NORTHWEST ABUTMENT OF CONCRETE HIGHWAY BRIDGE OVER
 GX1091'BEAVER CREEK, 1.3 FEET SOUTHWEST OF THE CONCRETE BANISTER, AND
 GX1091'ABOUT 1/2 FOOT ABOVE THE LEVEL OF BRIDGE FLOOR.  ALSO ABOUT 0.45
 GX1091'MILE SOUTHWEST OF THE OVERPASS OF CHESAPEAKE AND OHIO RAILWAY
 GX1091'OVER STATE HIGHWAY 3 (ALSO U.S. HIGHWAYS 19 AND 21).
 GX1091
 GX1091                          STATION RECOVERY (1977)
 GX1091
 GX1091'RECOVERY NOTE BY M BAKER JR INCORPORATED 1977
 GX1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0638 ***********************************************************************
 GX0638  DESIGNATION -  Z 87
 GX0638  PID         -  GX0638
 GX0638  STATE/COUNTY-  WV/SUMMERS
 GX0638  USGS QUAD   -  HINTON (1976)
 GX0638
 GX0638                         *CURRENT SURVEY CONTROL
 GX0638  ___________________________________________________________________
 GX0638* NAD 83(1986)-  37 40 02.     (N)    080 53 52.     (W)     SCALED    
 GX0638* NAVD 88     -       424.585  (meters)    1392.99   (feet)  ADJUSTED  
 GX0638  ___________________________________________________________________
 GX0638  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GX0638  DYNAMIC HT  -         424.238 (meters)    1391.85  (feet)  COMP
 GX0638  MODELED GRAV-     979,800.4   (mgal)                       NAVD 88
 GX0638
 GX0638  VERT ORDER  -  SECOND    CLASS 0
 GX0638
 GX0638.The horizontal coordinates were scaled from a topographic map and have
 GX0638.an estimated accuracy of +/- 6 seconds.
 GX0638
 GX0638.The orthometric height was determined by differential leveling
 GX0638.and adjusted by the National Geodetic Survey in June 1991..
 GX0638
 GX0638.The geoid height was determined by GEOID03.
 GX0638
 GX0638.The dynamic height is computed by dividing the NAVD 88
 GX0638.geopotential number by the normal gravity value computed on the
 GX0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0638.degrees latitude (g = 980.6199 gals.).
 GX0638
 GX0638.The modeled gravity was interpolated from observed gravity values.
 GX0638
 GX0638;                    North         East    Units  Estimated Accuracy
 GX0638;SPC WV S     -    74,060.      609,020.      MT  (+/- 180 meters Scaled)
 GX0638
 GX0638                          SUPERSEDED SURVEY CONTROL
 GX0638
 GX0638  NGVD 29 (??/??/92)  424.753  (m)         1393.54   (f) ADJ UNCH    2 0
 GX0638
 GX0638.Superseded values are not recommended for survey control.
 GX0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0638.See file dsdata.txt to determine how the superseded data were derived.
 GX0638
 GX0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB090688(NAD 83)
 GX0638_MARKER: DB = BENCH MARK DISK
 GX0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0638_SP_SET: CULVERT
 GX0638_STAMPING: Z 87 1960
 GX0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0638
 GX0638  HISTORY     - Date     Condition        Report By
 GX0638  HISTORY     - 1960     MONUMENTED       CGS
 GX0638
 GX0638                          STATION DESCRIPTION
 GX0638
 GX0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GX0638'0.8 MI W FROM HINTON.
 GX0638'ABOUT 0.8 MILE NORTH, WEST AND SOUTH ALONG ALTERNATE STATE HIGHWAY
 GX0638'3 FROM THE POST OFFICE AT HINTON, ABOUT 0.3 MILE NORTH OF THE
 GX0638'JUNCTION OF STATE HIGHWAY 3 LEADING SOUTHWEST TO BECKLEY, ABOUT
 GX0638'0.45 MILE SOUTH OF WEST END OF STEEL BRIDGE OVER NEW RIVER,
 GX0638'15 1/2 FEET EAST OF CENTER LINE OF HIGHWAY, IN THE TOP OF THE
 GX0638'SOUTH END OF EAST CONCRETE HEAD WALL OF A 15-INCH PIPE CULVERT
 GX0638'AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0142 ***********************************************************************
 JX0142  DESIGNATION -  Z 9
 JX0142  PID         -  JX0142
 JX0142  STATE/COUNTY-  WV/HARRISON
 JX0142  USGS QUAD   -  CLARKSBURG (1976)
 JX0142
 JX0142                         *CURRENT SURVEY CONTROL
 JX0142  ___________________________________________________________________
 JX0142* NAD 83(1986)-  39 17 03.     (N)    080 15 10.     (W)     SCALED    
 JX0142* NAVD 88     -       297.386  (meters)     975.67   (feet)  ADJUSTED  
 JX0142  ___________________________________________________________________
 JX0142  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JX0142  DYNAMIC HT  -         297.202 (meters)     975.07  (feet)  COMP
 JX0142  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 JX0142
 JX0142  VERT ORDER  -  FIRST     CLASS II
 JX0142
 JX0142.The horizontal coordinates were scaled from a topographic map and have
 JX0142.an estimated accuracy of +/- 6 seconds.
 JX0142
 JX0142.The orthometric height was determined by differential leveling
 JX0142.and adjusted by the National Geodetic Survey in June 1991..
 JX0142
 JX0142.The geoid height was determined by GEOID03.
 JX0142
 JX0142.The dynamic height is computed by dividing the NAVD 88
 JX0142.geopotential number by the normal gravity value computed on the
 JX0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0142.degrees latitude (g = 980.6199 gals.).
 JX0142
 JX0142.The modeled gravity was interpolated from observed gravity values.
 JX0142
 JX0142;                    North         East    Units  Estimated Accuracy
 JX0142;SPC WV N     -    87,330.      535,060.      MT  (+/- 180 meters Scaled)
 JX0142
 JX0142                          SUPERSEDED SURVEY CONTROL
 JX0142
 JX0142  NGVD 29 (??/??/92)  297.573  (m)          976.29   (f) ADJ UNCH    1 2
 JX0142
 JX0142.Superseded values are not recommended for survey control.
 JX0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0142.See file dsdata.txt to determine how the superseded data were derived.
 JX0142
 JX0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND644485(NAD 83)
 JX0142_MARKER: DB = BENCH MARK DISK
 JX0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0142_SP_SET: BUILDING
 JX0142_STAMPING: Z 9 1933
 JX0142_MARK LOGO: CGS   
 JX0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0142
 JX0142  HISTORY     - Date     Condition        Report By
 JX0142  HISTORY     - 1933     MONUMENTED       CGS
 JX0142  HISTORY     - 1969     GOOD             NGS
 JX0142  HISTORY     - 1983     GOOD             NGS
 JX0142
 JX0142                          STATION DESCRIPTION
 JX0142
 JX0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JX0142'AT BRIDGEPORT.
 JX0142'AT BRIDGEPORT, HARRISON COUNTY, AT THE BRIDGEPORT BANK, IN THE
 JX0142'SOUTH WALL, 1.5 FEET EAST OF THE SOUTHWEST CORNER, AND 5 FEET
 JX0142'HIGHER THAN THE SIDEWALK.  A STANDARD DISK SET VERTICALLY.
 JX0142
 JX0142                          STATION RECOVERY (1969)
 JX0142
 JX0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JX0142'RECOVERED IN GOOD CONDITION.
 JX0142
 JX0142                          STATION RECOVERY (1983)
 JX0142
 JX0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JX0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1223 ***********************************************************************
 JX1223  DESIGNATION -  Z 91
 JX1223  PID         -  JX1223
 JX1223  STATE/COUNTY-  WV/WIRT
 JX1223  USGS QUAD   -  ROCKPORT (1975)
 JX1223
 JX1223                         *CURRENT SURVEY CONTROL
 JX1223  ___________________________________________________________________
 JX1223* NAD 83(1986)-  39 04 09.     (N)    081 33 06.     (W)     SCALED    
 JX1223* NAVD 88     -       221.060  (meters)     725.26   (feet)  ADJUSTED  
 JX1223  ___________________________________________________________________
 JX1223  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JX1223  DYNAMIC HT  -         220.919 (meters)     724.80  (feet)  COMP
 JX1223  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 JX1223
 JX1223  VERT ORDER  -  SECOND    CLASS 0
 JX1223
 JX1223.The horizontal coordinates were scaled from a topographic map and have
 JX1223.an estimated accuracy of +/- 6 seconds.
 JX1223
 JX1223.The orthometric height was determined by differential leveling
 JX1223.and adjusted by the National Geodetic Survey in June 1991..
 JX1223
 JX1223.The geoid height was determined by GEOID03.
 JX1223
 JX1223.The dynamic height is computed by dividing the NAVD 88
 JX1223.geopotential number by the normal gravity value computed on the
 JX1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1223.degrees latitude (g = 980.6199 gals.).
 JX1223
 JX1223.The modeled gravity was interpolated from observed gravity values.
 JX1223
 JX1223;                    North         East    Units  Estimated Accuracy
 JX1223;SPC WV N     -    65,220.      422,460.      MT  (+/- 180 meters Scaled)
 JX1223
 JX1223                          SUPERSEDED SURVEY CONTROL
 JX1223
 JX1223  NGVD 29 (??/??/92)  221.248  (m)          725.88   (f) ADJ UNCH    2 0
 JX1223
 JX1223.Superseded values are not recommended for survey control.
 JX1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1223.See file dsdata.txt to determine how the superseded data were derived.
 JX1223
 JX1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD522245(NAD 83)
 JX1223_MARKER: DB = BENCH MARK DISK
 JX1223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1223_SP_SET: BRIDGE
 JX1223_STAMPING: Z 91 1956
 JX1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1223
 JX1223  HISTORY     - Date     Condition        Report By
 JX1223  HISTORY     - 1956     MONUMENTED       CGS
 JX1223
 JX1223                          STATION DESCRIPTION
 JX1223
 JX1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1223'0.6 MI S FROM ROCKPORT.
 JX1223'0.55 MILE SOUTH ALONG U.S. HIGHWAY 21 FROM THE SCHOOL AT ROCKPORT,
 JX1223'ABOUT 0.25 MILE SOUTH OF ROCKPORT METHODIST CHURCH, AT THE
 JX1223'NORTH END OF UNITED GAS PUMPING STATION PROPERTY, AT THE JUNCTION
 JX1223'OF A ROAD LEADING EAST, 32 YARDS NORTH OF NORTH FENCE AROUND
 JX1223'PUMPING STATION, 114 FEET EAST OF CENTER LINE OF HIGHWAY,
 JX1223'7 FEET SOUTH OF CENTER LINE OF ROAD EAST, IN THE TOP OF SOUTHWEST
 JX1223'END OF SOUTHWEST WING WALL OF WEST CONCRETE ABUTMENT OF WOODEN
 JX1223'DECK BRIDGE OVER CREEK ON ROAD EAST AND ABOUT 5 FEET BELOW
 JX1223'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2717 ***********************************************************************
 HX2717  DESIGNATION -  Z 92
 HX2717  PID         -  HX2717
 HX2717  STATE/COUNTY-  WV/ROANE
 HX2717  USGS QUAD   -  LIVERPOOL (1975)
 HX2717
 HX2717                         *CURRENT SURVEY CONTROL
 HX2717  ___________________________________________________________________
 HX2717* NAD 83(1986)-  38 53 46.     (N)    081 30 51.     (W)     SCALED    
 HX2717* NAVD 88     -       236.130  (meters)     774.70   (feet)  ADJUSTED  
 HX2717  ___________________________________________________________________
 HX2717  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HX2717  DYNAMIC HT  -         235.977 (meters)     774.20  (feet)  COMP
 HX2717  MODELED GRAV-     979,974.8   (mgal)                       NAVD 88
 HX2717
 HX2717  VERT ORDER  -  SECOND    CLASS 0
 HX2717
 HX2717.The horizontal coordinates were scaled from a topographic map and have
 HX2717.an estimated accuracy of +/- 6 seconds.
 HX2717
 HX2717.The orthometric height was determined by differential leveling
 HX2717.and adjusted by the National Geodetic Survey in June 1991..
 HX2717
 HX2717.The geoid height was determined by GEOID03.
 HX2717
 HX2717.The dynamic height is computed by dividing the NAVD 88
 HX2717.geopotential number by the normal gravity value computed on the
 HX2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2717.degrees latitude (g = 980.6199 gals.).
 HX2717
 HX2717.The modeled gravity was interpolated from observed gravity values.
 HX2717
 HX2717;                    North         East    Units  Estimated Accuracy
 HX2717;SPC WV S     -   210,580.      555,400.      MT  (+/- 180 meters Scaled)
 HX2717
 HX2717                          SUPERSEDED SURVEY CONTROL
 HX2717
 HX2717  NGVD 29 (??/??/92)  236.288  (m)          775.22   (f) ADJ UNCH    2 0
 HX2717
 HX2717.Superseded values are not recommended for survey control.
 HX2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2717.See file dsdata.txt to determine how the superseded data were derived.
 HX2717
 HX2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD554053(NAD 83)
 HX2717_MARKER: DB = BENCH MARK DISK
 HX2717_SETTING: 66 = SET IN ROCK OUTCROP
 HX2717_SP_SET: ROCK CUT
 HX2717_STAMPING: Z 92 1956
 HX2717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HX2717+STABILITY: POSITION/ELEVATION WELL
 HX2717
 HX2717  HISTORY     - Date     Condition        Report By
 HX2717  HISTORY     - 1956     MONUMENTED       CGS
 HX2717
 HX2717                          STATION DESCRIPTION
 HX2717
 HX2717'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2717'1 MI E FROM LIVERPOOL.
 HX2717'ABOUT 1.0 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HX2717'THE ROAD CROSSING AT LIVERPOOL, ABOUT 65 YARDS WEST OF WEST END
 HX2717'OF CURVED TRESTLE NO. 37, SOUTH-SOUTHEAST AND ACROSS TRACK FROM
 HX2717'TELEPHONE POLE NO. 17/34, 10 FEET SOUTH-SOUTHWEST OF NEAR RAIL
 HX2717'OF TRACK AND ON THE INSIDE OF A CURVE IN TRACK, SET VERTICALLY
 HX2717'IN THE NORTH FACE OF A ROCK CUT AND 4 1/2 FEET ABOVE LEVEL OF
 HX2717'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1756 ***********************************************************************
 HX1756  DESIGNATION -  Z 93
 HX1756  PID         -  HX1756
 HX1756  STATE/COUNTY-  WV/ROANE
 HX1756  USGS QUAD   -  WALTON (1976)
 HX1756
 HX1756                         *CURRENT SURVEY CONTROL
 HX1756  ___________________________________________________________________
 HX1756* NAD 83(1986)-  38 43 27.     (N)    081 28 42.     (W)     SCALED    
 HX1756* NAVD 88     -       239.462  (meters)     785.63   (feet)  ADJUSTED  
 HX1756  ___________________________________________________________________
 HX1756  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HX1756  DYNAMIC HT  -         239.302 (meters)     785.11  (feet)  COMP
 HX1756  MODELED GRAV-     979,955.3   (mgal)                       NAVD 88
 HX1756
 HX1756  VERT ORDER  -  SECOND    CLASS 0
 HX1756
 HX1756.The horizontal coordinates were scaled from a topographic map and have
 HX1756.an estimated accuracy of +/- 6 seconds.
 HX1756
 HX1756.The orthometric height was determined by differential leveling
 HX1756.and adjusted by the National Geodetic Survey in June 1991..
 HX1756
 HX1756.The geoid height was determined by GEOID03.
 HX1756
 HX1756.The dynamic height is computed by dividing the NAVD 88
 HX1756.geopotential number by the normal gravity value computed on the
 HX1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1756.degrees latitude (g = 980.6199 gals.).
 HX1756
 HX1756.The modeled gravity was interpolated from observed gravity values.
 HX1756
 HX1756;                    North         East    Units  Estimated Accuracy
 HX1756;SPC WV S     -   191,480.      558,410.      MT  (+/- 180 meters Scaled)
 HX1756
 HX1756                          SUPERSEDED SURVEY CONTROL
 HX1756
 HX1756  NGVD 29 (??/??/92)  239.632  (m)          786.19   (f) ADJ UNCH    2 0
 HX1756
 HX1756.Superseded values are not recommended for survey control.
 HX1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1756.See file dsdata.txt to determine how the superseded data were derived.
 HX1756
 HX1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC584862(NAD 83)
 HX1756_MARKER: DB = BENCH MARK DISK
 HX1756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX1756_SP_SET: BRIDGE
 HX1756_STAMPING: Z 93 1956
 HX1756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX1756
 HX1756  HISTORY     - Date     Condition        Report By
 HX1756  HISTORY     - 1956     MONUMENTED       CGS
 HX1756
 HX1756                          STATION DESCRIPTION
 HX1756
 HX1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1756'3.2 MI N FROM HARMONY.
 HX1756'ABOUT 3.25 MILES NORTH ALONG A ROAD FOLLOWING COX FORK FROM THE
 HX1756'CONCRETE BRIDGE OVER COX FORK AT HARMONY, AT THE JUNCTION OF A
 HX1756'ROAD LEADING NORTHEAST, IN THE TOP OF THE SOUTH END OF THE WEST
 HX1756'CONCRETE HEAD WALL OF A 12-FOOT CONCRETE AND STONE BRIDGE FOR A
 HX1756'CREEK BRANCH, 16 1/2 FEET WEST OF CENTER LINE OF MAIN ROAD,
 HX1756'ABOUT IN LINE WITH THE EXTENDED CENTER LINE OF ROAD NORTHEAST
 HX1756'AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1779 ***********************************************************************
 HX1779  DESIGNATION -  Z 94
 HX1779  PID         -  HX1779
 HX1779  STATE/COUNTY-  WV/ROANE
 HX1779  USGS QUAD   -  KETTLE (1975)
 HX1779
 HX1779                         *CURRENT SURVEY CONTROL
 HX1779  ___________________________________________________________________
 HX1779* NAD 83(1986)-  38 35 55.     (N)    081 25 40.     (W)     SCALED    
 HX1779* NAVD 88     -       328.077  (meters)    1076.37   (feet)  ADJUSTED  
 HX1779  ___________________________________________________________________
 HX1779  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HX1779  DYNAMIC HT  -         327.850 (meters)    1075.62  (feet)  COMP
 HX1779  MODELED GRAV-     979,926.8   (mgal)                       NAVD 88
 HX1779
 HX1779  VERT ORDER  -  SECOND    CLASS 0
 HX1779
 HX1779.The horizontal coordinates were scaled from a topographic map and have
 HX1779.an estimated accuracy of +/- 6 seconds.
 HX1779
 HX1779.The orthometric height was determined by differential leveling
 HX1779.and adjusted by the National Geodetic Survey in June 1991..
 HX1779
 HX1779.The geoid height was determined by GEOID03.
 HX1779
 HX1779.The dynamic height is computed by dividing the NAVD 88
 HX1779.geopotential number by the normal gravity value computed on the
 HX1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1779.degrees latitude (g = 980.6199 gals.).
 HX1779
 HX1779.The modeled gravity was interpolated from observed gravity values.
 HX1779
 HX1779;                    North         East    Units  Estimated Accuracy
 HX1779;SPC WV S     -   177,520.      562,740.      MT  (+/- 180 meters Scaled)
 HX1779
 HX1779                          SUPERSEDED SURVEY CONTROL
 HX1779
 HX1779  NGVD 29 (??/??/92)  328.243  (m)         1076.91   (f) ADJ UNCH    2 0
 HX1779
 HX1779.Superseded values are not recommended for survey control.
 HX1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1779.See file dsdata.txt to determine how the superseded data were derived.
 HX1779
 HX1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC627723(NAD 83)
 HX1779_MARKER: DB = BENCH MARK DISK
 HX1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX1779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX1779_STAMPING: Z 94 1956
 HX1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX1779+STABILITY: SURFACE MOTION
 HX1779
 HX1779  HISTORY     - Date     Condition        Report By
 HX1779  HISTORY     - 1956     MONUMENTED       CGS
 HX1779
 HX1779                          STATION DESCRIPTION
 HX1779
 HX1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1779'3 MI W FROM MT WELCOME.
 HX1779'ABOUT 3.05 MILES WEST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HX1779'OF STATE HIGHWAY 14 AND TOP OF HIGHWAY GRADE AT MT. WELCOME,
 HX1779'ABOUT 0.1 MILE WEST OF THE TOP OF A GRADE, ABOUT 0.1 MILE EAST OF
 HX1779'MARS HILL CHURCH, 38 1/2 FEET NORTH OF CENTER LINE OF ROAD, 119
 HX1779'FEET NORTHWEST OF CENTER OF JUNCTION OF A ROAD LEADING SOUTHEAST
 HX1779'AND DOWNHILL, 1 FOOT SOUTH OF A FENCE LINE, 11 FEET WEST OF CENTER
 HX1779'OF A GATE, 66 FEET WEST OF NORTHWEST CORNER OF CORRUGATED STEEL
 HX1779'GARAGE BUILDING, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 HX1779'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 HX1779'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX1796 ***********************************************************************
 HX1796  DESIGNATION -  Z 95
 HX1796  PID         -  HX1796
 HX1796  STATE/COUNTY-  WV/KANAWHA
 HX1796  USGS QUAD   -  KETTLE (1975)
 HX1796
 HX1796                         *CURRENT SURVEY CONTROL
 HX1796  ___________________________________________________________________
 HX1796* NAD 83(1986)-  38 30 39.     (N)    081 27 46.     (W)     SCALED    
 HX1796* NAVD 88     -       207.407  (meters)     680.47   (feet)  ADJUSTED  
 HX1796  ___________________________________________________________________
 HX1796  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HX1796  DYNAMIC HT  -         207.264 (meters)     680.00  (feet)  COMP
 HX1796  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 HX1796
 HX1796  VERT ORDER  -  SECOND    CLASS 0
 HX1796
 HX1796.The horizontal coordinates were scaled from a topographic map and have
 HX1796.an estimated accuracy of +/- 6 seconds.
 HX1796
 HX1796.The orthometric height was determined by differential leveling
 HX1796.and adjusted by the National Geodetic Survey in June 1991..
 HX1796
 HX1796.The geoid height was determined by GEOID03.
 HX1796
 HX1796.The dynamic height is computed by dividing the NAVD 88
 HX1796.geopotential number by the normal gravity value computed on the
 HX1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX1796.degrees latitude (g = 980.6199 gals.).
 HX1796
 HX1796.The modeled gravity was interpolated from observed gravity values.
 HX1796
 HX1796;                    North         East    Units  Estimated Accuracy
 HX1796;SPC WV S     -   167,790.      559,640.      MT  (+/- 180 meters Scaled)
 HX1796
 HX1796                          SUPERSEDED SURVEY CONTROL
 HX1796
 HX1796  NGVD 29 (??/??/92)  207.584  (m)          681.05   (f) ADJ UNCH    2 0
 HX1796
 HX1796.Superseded values are not recommended for survey control.
 HX1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX1796.See file dsdata.txt to determine how the superseded data were derived.
 HX1796
 HX1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC596625(NAD 83)
 HX1796_MARKER: DB = BENCH MARK DISK
 HX1796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HX1796_SP_SET: CULVERT
 HX1796_STAMPING: Z 95 1956
 HX1796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HX1796
 HX1796  HISTORY     - Date     Condition        Report By
 HX1796  HISTORY     - 1956     MONUMENTED       CGS
 HX1796
 HX1796                          STATION DESCRIPTION
 HX1796
 HX1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX1796'1 MI NE FROM FRAME.
 HX1796'0.95 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 HX1796'AND STORE AT FRAME, IN THE TOP OF EAST END OF NORTH CONCRETE HEAD
 HX1796'WALL OF A 7-FOOT CONCRETE AND STONE CULVERT OVER A CREEK BRANCH,
 HX1796'14 FEET NORTH OF CENTER LINE OF ROAD AND ABOUT 1 FOOT ABOVE
 HX1796'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2566 ***********************************************************************
 HX2566  DESIGNATION -  Z 96
 HX2566  PID         -  HX2566
 HX2566  STATE/COUNTY-  WV/KANAWHA
 HX2566  USGS QUAD   -  ROMANCE (1975)
 HX2566
 HX2566                         *CURRENT SURVEY CONTROL
 HX2566  ___________________________________________________________________
 HX2566* NAD 83(1986)-  38 32 35.     (N)    081 36 49.     (W)     SCALED    
 HX2566* NAVD 88     -       194.335  (meters)     637.58   (feet)  ADJUSTED  
 HX2566  ___________________________________________________________________
 HX2566  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HX2566  DYNAMIC HT  -         194.202 (meters)     637.14  (feet)  COMP
 HX2566  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 HX2566
 HX2566  VERT ORDER  -  SECOND    CLASS 0
 HX2566
 HX2566.The horizontal coordinates were scaled from a topographic map and have
 HX2566.an estimated accuracy of +/- 6 seconds.
 HX2566
 HX2566.The orthometric height was determined by differential leveling
 HX2566.and adjusted by the National Geodetic Survey in June 1991..
 HX2566
 HX2566.The geoid height was determined by GEOID03.
 HX2566
 HX2566.The dynamic height is computed by dividing the NAVD 88
 HX2566.geopotential number by the normal gravity value computed on the
 HX2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2566.degrees latitude (g = 980.6199 gals.).
 HX2566
 HX2566.The modeled gravity was interpolated from observed gravity values.
 HX2566
 HX2566;                    North         East    Units  Estimated Accuracy
 HX2566;SPC WV S     -   171,440.      546,510.      MT  (+/- 180 meters Scaled)
 HX2566
 HX2566                          SUPERSEDED SURVEY CONTROL
 HX2566
 HX2566  NGVD 29 (??/??/92)  194.517  (m)          638.18   (f) ADJ UNCH    2 0
 HX2566
 HX2566.Superseded values are not recommended for survey control.
 HX2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2566.See file dsdata.txt to determine how the superseded data were derived.
 HX2566
 HX2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC465662(NAD 83)
 HX2566_MARKER: DB = BENCH MARK DISK
 HX2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2566_STAMPING: Z 96 1956
 HX2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2566+STABILITY: SURFACE MOTION
 HX2566
 HX2566  HISTORY     - Date     Condition        Report By
 HX2566  HISTORY     - 1956     MONUMENTED       CGS
 HX2566
 HX2566                          STATION DESCRIPTION
 HX2566
 HX2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2566'2.5 MI NE FROM SISSONVILLE.
 HX2566'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 21 FROM THE HIGH SCHOOL
 HX2566'AT SISSONVILLE, THENCE ABOUT 1.1 MILES EAST ALONG A BLACK TOP
 HX2566'ROAD, 20 1/2 FEET SOUTH-SOUTHEAST OF CENTER LINE OF ROAD AND
 HX2566'ON THE OUTSIDE OF A CURVE, 2 FEET WEST OF A TELEPHONE POLE,
 HX2566'4 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF A LAWN OF A WHITE
 HX2566'FRAME HOUSE, 67 1/2 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF
 HX2566'HOUSE, 2 FEET NORTH-NORTHWEST OF A FENCE LINE, ABOUT LEVEL WITH
 HX2566'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2266 ***********************************************************************
 HX2266  DESIGNATION -  Z 97
 HX2266  PID         -  HX2266
 HX2266  STATE/COUNTY-  WV/PUTNAM
 HX2266  USGS QUAD   -  SAINT ALBANS (1976)
 HX2266
 HX2266                         *CURRENT SURVEY CONTROL
 HX2266  ___________________________________________________________________
 HX2266* NAD 83(1986)-  38 29 24.     (N)    081 47 57.     (W)     SCALED    
 HX2266* NAVD 88     -       174.281  (meters)     571.79   (feet)  ADJUSTED  
 HX2266  ___________________________________________________________________
 HX2266  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HX2266  DYNAMIC HT  -         174.161 (meters)     571.39  (feet)  COMP
 HX2266  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 HX2266
 HX2266  VERT ORDER  -  SECOND    CLASS 0
 HX2266
 HX2266.The horizontal coordinates were scaled from a topographic map and have
 HX2266.an estimated accuracy of +/- 6 seconds.
 HX2266
 HX2266.The orthometric height was determined by differential leveling
 HX2266.and adjusted by the National Geodetic Survey in June 1991..
 HX2266
 HX2266.The geoid height was determined by GEOID03.
 HX2266
 HX2266.The dynamic height is computed by dividing the NAVD 88
 HX2266.geopotential number by the normal gravity value computed on the
 HX2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2266.degrees latitude (g = 980.6199 gals.).
 HX2266
 HX2266.The modeled gravity was interpolated from observed gravity values.
 HX2266
 HX2266;                    North         East    Units  Estimated Accuracy
 HX2266;SPC WV S     -   165,680.      530,280.      MT  (+/- 180 meters Scaled)
 HX2266
 HX2266                          SUPERSEDED SURVEY CONTROL
 HX2266
 HX2266  NGVD 29 (??/??/92)  174.478  (m)          572.43   (f) ADJ UNCH    2 0
 HX2266
 HX2266.Superseded values are not recommended for survey control.
 HX2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2266.See file dsdata.txt to determine how the superseded data were derived.
 HX2266
 HX2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC303604(NAD 83)
 HX2266_MARKER: DB = BENCH MARK DISK
 HX2266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HX2266_SP_SET: ABUTMENT
 HX2266_STAMPING: Z 97 1956
 HX2266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HX2266
 HX2266  HISTORY     - Date     Condition        Report By
 HX2266  HISTORY     - 1956     MONUMENTED       CGS
 HX2266  HISTORY     - 1976     GOOD             NGS
 HX2266
 HX2266                          STATION DESCRIPTION
 HX2266
 HX2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2266'2 MI NE FROM RAYMOND CITY.
 HX2266'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE BRIDGE
 HX2266'OVER POCATALICO RIVER AT RAYMOND CITY, THENCE ABOUT 1.75 MILES
 HX2266'NORTHEAST ALONG A BLACK TOP AND GRAVEL ROAD, ABOUT 0.15 MILE
 HX2266'EAST OF JUNCTION OF ROAD NORTH, IN THE TOP OF NORTH END OF EAST
 HX2266'ABUTMENT OF A 45-FOOT CONCRETE BRIDGE OVER LEFT FORK, 12 FEET
 HX2266'NORTH OF CENTER LINE OF ROAD AND 1/2 FOOT ABOVE LEVEL OF ROAD.
 HX2266
 HX2266                          STATION RECOVERY (1976)
 HX2266
 HX2266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HX2266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2521 ***********************************************************************
 HX2521  DESIGNATION -  Z 98
 HX2521  PID         -  HX2521
 HX2521  STATE/COUNTY-  WV/JACKSON
 HX2521  USGS QUAD   -  KENTUCK (1975)
 HX2521
 HX2521                         *CURRENT SURVEY CONTROL
 HX2521  ___________________________________________________________________
 HX2521* NAD 83(1986)-  38 39 36.     (N)    081 33 39.     (W)     SCALED    
 HX2521* NAVD 88     -       327.266  (meters)    1073.71   (feet)  ADJUSTED  
 HX2521  ___________________________________________________________________
 HX2521  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HX2521  DYNAMIC HT  -         327.048 (meters)    1072.99  (feet)  COMP
 HX2521  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 HX2521
 HX2521  VERT ORDER  -  SECOND    CLASS 0
 HX2521
 HX2521.The horizontal coordinates were scaled from a topographic map and have
 HX2521.an estimated accuracy of +/- 6 seconds.
 HX2521
 HX2521.The orthometric height was determined by differential leveling
 HX2521.and adjusted by the National Geodetic Survey in June 1991..
 HX2521
 HX2521.The geoid height was determined by GEOID03.
 HX2521
 HX2521.The dynamic height is computed by dividing the NAVD 88
 HX2521.geopotential number by the normal gravity value computed on the
 HX2521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2521.degrees latitude (g = 980.6199 gals.).
 HX2521
 HX2521.The modeled gravity was interpolated from observed gravity values.
 HX2521
 HX2521;                    North         East    Units  Estimated Accuracy
 HX2521;SPC WV S     -   184,390.      551,190.      MT  (+/- 180 meters Scaled)
 HX2521
 HX2521                          SUPERSEDED SURVEY CONTROL
 HX2521
 HX2521  NGVD 29 (??/??/92)  327.442  (m)         1074.28   (f) ADJ UNCH    2 0
 HX2521
 HX2521.Superseded values are not recommended for survey control.
 HX2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2521.See file dsdata.txt to determine how the superseded data were derived.
 HX2521
 HX2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC512791(NAD 83)
 HX2521_MARKER: DB = BENCH MARK DISK
 HX2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2521_STAMPING: Z 98 1956
 HX2521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2521+STABILITY: SURFACE MOTION
 HX2521
 HX2521  HISTORY     - Date     Condition        Report By
 HX2521  HISTORY     - 1956     MONUMENTED       CGS
 HX2521
 HX2521                          STATION DESCRIPTION
 HX2521
 HX2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2521'2.4 MI E FROM KENTUCK.
 HX2521'ABOUT 2.35 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD FROM
 HX2521'GOSHEN BAPTIST CHURCH AT KENTUCK, ABOUT 0.3 MILE NORTHEAST
 HX2521'OF A STORE AND ROAD JUNCTION, ABOUT 0.1 MILE SOUTHWEST OF TOP OF
 HX2521'A GRADE, ABOUT 87 YARDS SOUTHWEST OF JUNCTION OF A DIRT ROAD
 HX2521'EAST, 18 1/2 FEET NORTHWEST OF CENTER LINE OF RIDGE ROAD AND
 HX2521'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING EAST AND
 HX2521'SOUTH-SOUTHWEST, 3 1/2 FEET SOUTHWEST OF AN 8-INCH RED OAK TREE,
 HX2521'2 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HX2521'1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 HX2521'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HX2550 ***********************************************************************
 HX2550  DESIGNATION -  Z 99
 HX2550  PID         -  HX2550
 HX2550  STATE/COUNTY-  WV/PUTNAM
 HX2550  USGS QUAD   -  SISSONVILLE (1958)
 HX2550
 HX2550                         *CURRENT SURVEY CONTROL
 HX2550  ___________________________________________________________________
 HX2550* NAD 83(1986)-  38 36 54.     (N)    081 43 16.     (W)     SCALED    
 HX2550* NAVD 88     -       321.655  (meters)    1055.30   (feet)  ADJUSTED  
 HX2550  ___________________________________________________________________
 HX2550  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HX2550  DYNAMIC HT  -         321.437 (meters)    1054.58  (feet)  COMP
 HX2550  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 HX2550
 HX2550  VERT ORDER  -  SECOND    CLASS 0
 HX2550
 HX2550.The horizontal coordinates were scaled from a topographic map and have
 HX2550.an estimated accuracy of +/- 6 seconds.
 HX2550
 HX2550.The orthometric height was determined by differential leveling
 HX2550.and adjusted by the National Geodetic Survey in June 1991..
 HX2550
 HX2550.The geoid height was determined by GEOID03.
 HX2550
 HX2550.The dynamic height is computed by dividing the NAVD 88
 HX2550.geopotential number by the normal gravity value computed on the
 HX2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HX2550.degrees latitude (g = 980.6199 gals.).
 HX2550
 HX2550.The modeled gravity was interpolated from observed gravity values.
 HX2550
 HX2550;                    North         East    Units  Estimated Accuracy
 HX2550;SPC WV S     -   179,490.      537,200.      MT  (+/- 180 meters Scaled)
 HX2550
 HX2550                          SUPERSEDED SURVEY CONTROL
 HX2550
 HX2550  NGVD 29 (??/??/92)  321.841  (m)         1055.91   (f) ADJ UNCH    2 0
 HX2550
 HX2550.Superseded values are not recommended for survey control.
 HX2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HX2550.See file dsdata.txt to determine how the superseded data were derived.
 HX2550
 HX2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC372743(NAD 83)
 HX2550_MARKER: DB = BENCH MARK DISK
 HX2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HX2550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HX2550_STAMPING: Z 99 1956
 HX2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HX2550+STABILITY: SURFACE MOTION
 HX2550
 HX2550  HISTORY     - Date     Condition        Report By
 HX2550  HISTORY     - 1956     MONUMENTED       CGS
 HX2550
 HX2550                          STATION DESCRIPTION
 HX2550
 HX2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HX2550'1 MI NE FROM LIBERTY.
 HX2550'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 34 FROM THE SCHOOL
 HX2550'AT LIBERTY, ABOUT 0.2 MILE SOUTHWEST OF JUNCTION OF A DIRT ROAD
 HX2550'NORTH, ABOUT 0.5 MILE SOUTHWEST OF JUNCTION OF A BLACK TOP ROAD
 HX2550'LEADING SOUTHEAST INTO ALLEN FORK, 21 FEET WEST OF CENTER LINE
 HX2550'OF ROAD AND ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 HX2550'SOUTH AND NORTHEAST, AT THE NORTH END OF A THRU CUT, 48 FEET
 HX2550'SOUTH-SOUTHWEST OF A SIGN DANGER - HIGH PRESSURE GAS
 HX2550'LINE - COMMONWEALTH GAS CORP., 2 FEET SOUTH OF A WHITE WOODEN
 HX2550'WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 HX2550'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1324 ***********************************************************************
 JW1324  DESIGNATION -  ZEBS
 JW1324  PID         -  JW1324
 JW1324  STATE/COUNTY-  WV/BARBOUR
 JW1324  USGS QUAD   -  BELINGTON (1976)
 JW1324
 JW1324                         *CURRENT SURVEY CONTROL
 JW1324  ___________________________________________________________________
 JW1324* NAD 83(1995)-  39 00 44.67522(N)    079 59 04.25078(W)     ADJUSTED  
 JW1324* NAVD 88     -       675.8    (meters)    2217.     (feet)  VERTCON   
 JW1324  ___________________________________________________________________
 JW1324  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 JW1324  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JW1324
 JW1324  HORZ ORDER  -  THIRD
 JW1324
 JW1324.The horizontal coordinates were established by classical geodetic methods
 JW1324.and adjusted by the National Geodetic Survey in April 1998..
 JW1324
 JW1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1324
 JW1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1324
 JW1324.The geoid height was determined by GEOID03.
 JW1324
 JW1324;                    North         East     Units Scale Factor Converg.
 JW1324;SPC WV N     -    56,999.516   558,035.919   MT  0.99999768   -0 18 32.4
 JW1324;SPC WV S     -   223,848.411   687,953.406   MT  1.00003006   +0 37 40.0
 JW1324;UTM  17      - 4,318,644.183   587,918.308   MT  0.99969518   +0 38 21.4
 JW1324
 JW1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1324!SPC WV N     -   0.99989890  x   0.99999768  =   0.99989658
 JW1324!SPC WV S     -   0.99989890  x   1.00003006  =   0.99992896
 JW1324!UTM  17      -   0.99989890  x   0.99969518  =   0.99959411
 JW1324
 JW1324:                Primary Azimuth Mark                     Grid Az
 JW1324:SPC WV N     -  BELINGTON                                078 57 10.7
 JW1324:SPC WV S     -  BELINGTON                                078 00 58.3
 JW1324:UTM  17      -  BELINGTON                                078 00 16.9
 JW1324
 JW1324|---------------------------------------------------------------------|
 JW1324| PID    Reference Object                     Distance      Geod. Az  |
 JW1324|                                                           dddmmss.s |
 JW1324| JW1326 BELINGTON                           APPROX. 9.5 KM 0783838.3 |
 JW1324| CX4864 ZEBS AZ MK                                         0814450.2 |
 JW1324| JW1325 WEST VA FISH AND GAME COMM TWR      APPROX. 8.5 KM 0960909.6 |
 JW1324| HW3598 AIRWAY BEACON 25                    APPROX.16.3 KM 1621021.5 |
 JW1324| CX4865 ZEBS RM 1                             8.555 METERS 25811     |
 JW1324| CX4866 ZEBS RM 2                            12.713 METERS 33913     |
 JW1324|---------------------------------------------------------------------|
 JW1324
 JW1324                          SUPERSEDED SURVEY CONTROL
 JW1324
 JW1324  NAD 83(1986)-  39 00 44.68127(N)    079 59 04.26392(W) AD(       ) 3
 JW1324  NAD 27      -  39 00 44.31450(N)    079 59 04.98580(W) AD(       ) 3
 JW1324  NGVD 29 (07/19/86)  676.0    (m)         2218.     (f) VERT ANG       
 JW1324
 JW1324.Superseded values are not recommended for survey control.
 JW1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1324.See file dsdata.txt to determine how the superseded data were derived.
 JW1324
 JW1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND8791818644(NAD 83)
 JW1324_MARKER: DS = TRIANGULATION STATION DISK
 JW1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1324
 JW1324  HISTORY     - Date     Condition        Report By
 JW1324  HISTORY     - 1956     MONUMENTED       CGS
 JW1324
 JW1324                          STATION DESCRIPTION
 JW1324
 JW1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JW1324'THE STATION IS LOCATED, AIRLINE, ABOUT 9-1/2 MILES NORTHWEST OF
 JW1324'ELKINS, 2-1/2 MILES WEST
 JW1324'SOUTHWEST OF BELINGTON, ON THE HIGH GROUND TO THE NORTHEAST OF THE
 JW1324'HEAD OF ZEBS CREEK, ON THE
 JW1324'SOUTH SIDE OF THE ROAD LEADING FROM BELINGTON TO AUDRA PARK
 JW1324'AND ACROSS THE ROAD FROM THE CLEAR VIEW
 JW1324'FARM.
 JW1324'
 JW1324'THE STATION MARK IS A STANDARD DISK STAMPED ZEBS 1956 SET IN THE TOP
 JW1324'OF A 10 INCHES SQUARE
 JW1324'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS
 JW1324'22 FEET SOUTH OF THE CENTERLINE
 JW1324'OF THE SURFACED ROAD, 5.5 FEET WEST OF A WHITE WITNESS
 JW1324'POST AND IT IS IN AN EAST-WEST FENCE LINE.
 JW1324'
 JW1324'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ZEBS NO 1 1956
 JW1324'SET IN THE TOP OF A 10
 JW1324'INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 JW1324'THE MARK IS 22 FEET EAST OF A
 JW1324'POWER LINE POLE, 19 FEET SOUTH OF THE CENTERLINE OF
 JW1324'THE SURFACED ROAD AND IT IS 1 FOOT LOWER THAN
 JW1324'THE STATION.  THE MARK IS IN AN EASTWEST FENCE LINE.
 JW1324'
 JW1324'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ZEBS NO 2 1956
 JW1324'SET IN THE TOP OF A 10
 JW1324'INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 JW1324'THE MARK IS 21 FEET NORTH OF THE
 JW1324'CENTERLINE OF THE SURFACE ROAD, 17.5 FEET WEST OF
 JW1324'A POWER LINE POLE AND IT IS 2 FEET HIGHER THAN THE STATION.
 JW1324'
 JW1324'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ZEBS 1956 SET IN THE TOP
 JW1324'OF A 10 INCH SQUARE
 JW1324'CONCRETE POST THAT PROJECTS 5 INCHES ABOVE THE GROUND.  THE MARK IS
 JW1324'20 FEET NORTH OF THE CENTERLINE
 JW1324'OF THE SURFACED ROAD AND 12 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 JW1324'
 JW1324'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BELINGTON GO WEST
 JW1324'FOR ABOUT 50 YARDS TO A
 JW1324'STOP LIGHT AND THE JUNCTION OF U.S. HIGHWAY 250.  CONTINUE WESTERLY
 JW1324'THROUGH THE STOP LIGHT CROSSING
 JW1324'U.S. HIGHWAY 250 ON A SURFACED ROAD LEADING TO
 JW1324'AUDRA PARK FOR 2.75 MILES TO THE AZIMUTH MARK ON
 JW1324'THE RIGHT AS DESCRIBED.  CONTINUE
 JW1324'WESTERLY ON THE SURFACED ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT.
 JW1324'CONTINUE STRAIGHT AHEAD
 JW1324'SOUTHWESTERLY ON THE SURFACED ROAD FOR 0.25 MILE TO THE STATION ON
 JW1324'THE LEFT AND THE CLEAR VIEW
 JW1324'FARM ON THE RIGHT.
 JW1324'
 JW1324'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2515 ***********************************************************************
 AJ2515  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2515  DESIGNATION -  ZERO MILESTONE RESET
 AJ2515  PID         -  AJ2515
 AJ2515  STATE/COUNTY-  WV/KANAWHA
 AJ2515  USGS QUAD   -  CHARLESTON EAST (1976)
 AJ2515
 AJ2515                         *CURRENT SURVEY CONTROL
 AJ2515  ___________________________________________________________________
 AJ2515* NAD 83(1995)-  38 20 07.04183(N)    081 36 45.86655(W)     ADJUSTED  
 AJ2515* NAVD 88     -       183.0    (meters)     600.     (feet)  GPS OBS   
 AJ2515  ___________________________________________________________________
 AJ2515  X           -     730,707.946 (meters)                     COMP
 AJ2515  Y           -  -4,955,970.050 (meters)                     COMP
 AJ2515  Z           -   3,934,797.186 (meters)                     COMP
 AJ2515  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 AJ2515  ELLIP HEIGHT-         149.98  (meters)          (04/23/01) GPS OBS
 AJ2515  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 AJ2515
 AJ2515  HORZ ORDER  -  A
 AJ2515  ELLP ORDER  -  FOURTH    CLASS I
 AJ2515
 AJ2515.The horizontal coordinates were established by GPS observations
 AJ2515.and adjusted by the National Geodetic Survey in April 2001..
 AJ2515
 AJ2515.The orthometric height was determined by GPS observations and a
 AJ2515.high-resolution geoid model.
 AJ2515
 AJ2515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2515
 AJ2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2515
 AJ2515.The ellipsoidal height was determined by GPS observations
 AJ2515.and is referenced to NAD 83.
 AJ2515
 AJ2515.The geoid height was determined by GEOID03.
 AJ2515
 AJ2515;                    North         East     Units Scale Factor Converg.
 AJ2515;SPC WV S     -   148,379.418   546,431.619   MT  0.99992913   -0 22 43.7
 AJ2515;UTM  17      - 4,243,194.754   446,448.623   MT  0.99963532   -0 22 48.2
 AJ2515
 AJ2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2515!SPC WV S     -   0.99997647  x   0.99992913  =   0.99990560
 AJ2515!UTM  17      -   0.99997647  x   0.99963532  =   0.99961180
 AJ2515
 AJ2515                          SUPERSEDED SURVEY CONTROL
 AJ2515
 AJ2515.No superseded survey control is available for this station.
 AJ2515
 AJ2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC4644943195(NAD 83)
 AJ2515_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ2515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ2515_SP_SET: CONCRETE FOUNDATION (SEE TEXT)
 AJ2515_STAMPING: ZERO MILESTONE RESET
 AJ2515_MARK LOGO: NGS   
 AJ2515_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2515+STABILITY: SURFACE MOTION
 AJ2515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2515+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 AJ2515
 AJ2515  HISTORY     - Date     Condition        Report By
 AJ2515  HISTORY     - 20000621 MONUMENTED       WVHD
 AJ2515  HISTORY     - 20041214 GOOD             INDIV
 AJ2515
 AJ2515                          STATION DESCRIPTION
 AJ2515
 AJ2515'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 2000 (TEL)
 AJ2515'THE STATION IS LOCATED IN CHARLESTON ON THE LEVEE BETWEEN THE
 AJ2515'KANAWHA RIVER AND KANAWHA BOULEVARD AT THE CAPITOL COMPLEX
 AJ2515'UNDER AN ORNAMENTAL CUT LIMESTONE PILLAR WITH A BRASS PLAQUE.
 AJ2515'OWNERSHIP -- WVHD, 1900 KANAWHA BOULEVARD EAST, CAPITOL COMPLEX,
 AJ2515'BUILDING 5, ROOM A-650, CHARLESTON WV 25305.
 AJ2515'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 64
 AJ2515'AND GREENBRIER STREET (STATE HIGHWAY 114, EXIT 99) GO SOUTHWEST
 AJ2515'ON GREENBRIER STREET FOR 0.72 KM (0.45 MI) TO THE END OF GREENBRIER
 AJ2515'STREET AT KANAWHA BOULEVARD EAST.  TURN LEFT AND GO EAST ON
 AJ2515'KANAWHA BOULEVARD FOR 0.32 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 AJ2515'
 AJ2515'THE STATION IS A DISK SET IN A 0.81 M (2.67 FT) SQUARE CONCRETE
 AJ2515'FOUNDATION THAT IS 6.4 M (21.0 FT) SOUTH OF THE SOUTH CURB OF
 AJ2515'KANAWHA BOULEVARD, 0.53 M (1.75 FT) NORTH OF A 1.07 M (3.5 FT)
 AJ2515'LIMESTONE WALL AND BENEATH THE REMOVABLE PLAQUE ON THE CUT
 AJ2515'LIMESTONE PILLAR DENOTING THE ZERO MILE POINT OF THE MIDLAND
 AJ2515'TRAIL.
 AJ2515
 AJ2515                          STATION RECOVERY (2004)
 AJ2515
 AJ2515'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSE)
 AJ2515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0047 ***********************************************************************
 JX0047  DESIGNATION -  ZZ 26
 JX0047  PID         -  JX0047
 JX0047  STATE/COUNTY-  WV/MONONGALIA
 JX0047  USGS QUAD   -  OSAGE (1997)
 JX0047
 JX0047                         *CURRENT SURVEY CONTROL
 JX0047  ___________________________________________________________________
 JX0047* NAD 83(1986)-  39 42 50.     (N)    080 03 28.     (W)     SCALED    
 JX0047* NAVD 88     -       300.933  (meters)     987.31   (feet)  ADJUSTED  
 JX0047  ___________________________________________________________________
 JX0047  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JX0047  DYNAMIC HT  -         300.758 (meters)     986.74  (feet)  COMP
 JX0047  MODELED GRAV-     980,035.4   (mgal)                       NAVD 88
 JX0047
 JX0047  VERT ORDER  -  SECOND    CLASS 0
 JX0047
 JX0047.The horizontal coordinates were scaled from a topographic map and have
 JX0047.an estimated accuracy of +/- 6 seconds.
 JX0047
 JX0047.The orthometric height was determined by differential leveling
 JX0047.and adjusted by the National Geodetic Survey in June 1991..
 JX0047
 JX0047.The geoid height was determined by GEOID03.
 JX0047
 JX0047.The dynamic height is computed by dividing the NAVD 88
 JX0047.geopotential number by the normal gravity value computed on the
 JX0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0047.degrees latitude (g = 980.6199 gals.).
 JX0047
 JX0047.The modeled gravity was interpolated from observed gravity values.
 JX0047
 JX0047;                    North         East    Units  Estimated Accuracy
 JX0047;SPC WV N     -   134,910.      552,170.      MT  (+/- 180 meters Scaled)
 JX0047
 JX0047                          SUPERSEDED SURVEY CONTROL
 JX0047
 JX0047  NGVD 29 (??/??/92)  301.056  (m)          987.71   (f) ADJ UNCH    2 0
 JX0047
 JX0047.Superseded values are not recommended for survey control.
 JX0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0047.See file dsdata.txt to determine how the superseded data were derived.
 JX0047
 JX0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND807964(NAD 83)
 JX0047_MARKER: DB = BENCH MARK DISK
 JX0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0047_STAMPING: ZZ 26 1935
 JX0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0047+STABILITY: SURFACE MOTION
 JX0047
 JX0047  HISTORY     - Date     Condition        Report By
 JX0047  HISTORY     - 1935     MONUMENTED       CGS
 JX0047  HISTORY     - 1957     GOOD             NGS
 JX0047
 JX0047                          STATION DESCRIPTION
 JX0047
 JX0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0047'1.9 MI SE FROM MOUNT MORRIS.
 JX0047'IN MONONGALIA COUNTY, WEST VIRGINIA, 1.9 MILES SOUTHEAST ALONG
 JX0047'U.S. HIGHWAY 19 FROM THE DUNKARD CREEK BRIDGE AT MOUNT MORRIS,
 JX0047'GREENE COUNTY, PENNSYLVANIA, ABOUT 400 FEET SOUTHEAST OF ROCK
 JX0047'FORD INN, 56 FEET SOUTH OF A SMALL COAL MINE CHUTE, AND 24
 JX0047'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 JX0047'STAMPED ZZ 26 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JX0047'NOTE-- A NEW ROAD HAS BEEN BUILT IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0884 ***********************************************************************
 JW0884  DESIGNATION -  ZZ 27
 JW0884  PID         -  JW0884
 JW0884  STATE/COUNTY-  WV/MONONGALIA
 JW0884  USGS QUAD   -  MORGANTOWN SOUTH (1976)
 JW0884
 JW0884                         *CURRENT SURVEY CONTROL
 JW0884  ___________________________________________________________________
 JW0884* NAD 83(1986)-  39 36 24.     (N)    079 58 10.     (W)     SCALED    
 JW0884* NAVD 88     -       251.006  (meters)     823.51   (feet)  POSTED    
 JW0884  ___________________________________________________________________
 JW0884  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JW0884  DYNAMIC HT  -         250.860 (meters)     823.03  (feet)  COMP
 JW0884  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 JW0884
 JW0884  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JW0884
 JW0884.The horizontal coordinates were scaled from a topographic map and have
 JW0884.an estimated accuracy of +/- 6 seconds.
 JW0884
 JW0884.The orthometric height was determined by differential leveling
 JW0884.and adjusted by the National Geodetic Survey in 1992..
 JW0884.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JW0884.rate of 1.1 thru 2.0 mm/km.
 JW0884
 JW0884.The geoid height was determined by GEOID03.
 JW0884
 JW0884.The dynamic height is computed by dividing the NAVD 88
 JW0884.geopotential number by the normal gravity value computed on the
 JW0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0884.degrees latitude (g = 980.6199 gals.).
 JW0884
 JW0884.The modeled gravity was interpolated from observed gravity values.
 JW0884
 JW0884;                    North         East    Units  Estimated Accuracy
 JW0884;SPC WV N     -   122,960.      559,690.      MT  (+/- 180 meters Scaled)
 JW0884
 JW0884                          SUPERSEDED SURVEY CONTROL
 JW0884
 JW0884  NGVD 29 (??/??/92)  251.124  (m)          823.90   (f) ADJ UNCH    1 2
 JW0884
 JW0884.Superseded values are not recommended for survey control.
 JW0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0884.See file dsdata.txt to determine how the superseded data were derived.
 JW0884
 JW0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND884846(NAD 83)
 JW0884_MARKER: DD = SURVEY DISK
 JW0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0884_STAMPING: ZZ 27 1935
 JW0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0884+STABILITY: SURFACE MOTION
 JW0884
 JW0884  HISTORY     - Date     Condition        Report By
 JW0884  HISTORY     - 1935     MONUMENTED       CGS
 JW0884  HISTORY     - 1956     MARK NOT FOUND   USGS
 JW0884  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0884
 JW0884                          STATION DESCRIPTION
 JW0884
 JW0884'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JW0884'1.9 MI SW FROM MORGANTOWN.
 JW0884'1.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0884'THE STATION AT MORGANTOWN, MONONGALIA COUNTY, 4 FEET NORTH OF
 JW0884'POLE 104+8, 90 FEET SOUTHEAST OF A SWITCH, 30 FEET NORTHWEST OF A
 JW0884'ROAD CROSSING, AND 18 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 JW0884'MAIN TRACK.  A STANDARD DISK, STAMPED ZZ 27 1935 AND SET IN THE
 JW0884'TOP OF A CONCRETE POST.
 JW0884
 JW0884                          STATION RECOVERY (1983)
 JW0884
 JW0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0884'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.

 *** retrieval complete.
